














                                  SURVEY CONTROL DATA
                                
                             STATE=OH
                             [OCTOBER  9, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2326 ***********************************************************************
 KZ2326  DESIGNATION -  00 0049
 KZ2326  PID         -  KZ2326
 KZ2326  STATE/COUNTY-  OH/DELAWARE
 KZ2326  USGS QUAD   -  OLIVE GREEN (1973)
 KZ2326
 KZ2326                         *CURRENT SURVEY CONTROL
 KZ2326  ___________________________________________________________________
 KZ2326* NAD 83(1995)-  40 16 28.51372(N)    082 45 03.09168(W)     ADJUSTED  
 KZ2326* NAVD 88     -       351.7    (meters)    1154.     (feet)  GPS OBS   
 KZ2326  ___________________________________________________________________
 KZ2326  X           -     614,932.448 (meters)                     COMP
 KZ2326  Y           -  -4,834,342.797 (meters)                     COMP
 KZ2326  Z           -   4,101,500.088 (meters)                     COMP
 KZ2326  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 KZ2326  ELLIP HEIGHT-         317.62  (meters)          (10/07/05) GPS OBS
 KZ2326  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KZ2326
 KZ2326  HORZ ORDER  -  FIRST
 KZ2326  ELLP ORDER  -  FOURTH    CLASS I
 KZ2326
 KZ2326.The horizontal coordinates were established by GPS observations
 KZ2326.and adjusted by the National Geodetic Survey in April 1998..
 KZ2326
 KZ2326.The orthometric height was determined by GPS observations and a
 KZ2326.high-resolution geoid model.
 KZ2326
 KZ2326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2326
 KZ2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2326
 KZ2326.The ellipsoidal height was determined by GPS observations
 KZ2326.and is referenced to NAD 83.
 KZ2326
 KZ2326.The geoid height was determined by GEOID03.
 KZ2326
 KZ2326;                    North         East     Units Scale Factor Converg.
 KZ2326;SPC OH N     -    67,539.031   578,663.551   MT  1.00003420   -0 09 53.3
 KZ2326;SPC OH S     -   252,552.665   578,663.070   MT  1.00005666   -0 09 33.0
 KZ2326;UTM  17      - 4,459,704.965   351,143.720   MT  0.99987277   -1 07 55.4
 KZ2326
 KZ2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2326!SPC OH N     -   0.99995018  x   1.00003420  =   0.99998437
 KZ2326!SPC OH S     -   0.99995018  x   1.00005666  =   1.00000683
 KZ2326!UTM  17      -   0.99995018  x   0.99987277  =   0.99982295
 KZ2326
 KZ2326                          SUPERSEDED SURVEY CONTROL
 KZ2326
 KZ2326  ELLIP H (04/01/98)  317.61   (m)                       GP(       ) 4 1
 KZ2326  NAD 83(1986)-  40 16 28.52102(N)    082 45 03.09619(W) AD(       ) 1
 KZ2326
 KZ2326.Superseded values are not recommended for survey control.
 KZ2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2326.See file dsdata.txt to determine how the superseded data were derived.
 KZ2326
 KZ2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5114459705(NAD 83)
 KZ2326_MARKER: DE = TRAVERSE STATION DISK
 KZ2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2326_SP_SET: CONCRETE POST
 KZ2326_STAMPING: 00-0049 1991
 KZ2326_MARK LOGO: OH-041
 KZ2326_PROJECTION: FLUSH
 KZ2326_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2326+STABILITY: SURFACE MOTION
 KZ2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2326+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 KZ2326
 KZ2326  HISTORY     - Date     Condition        Report By
 KZ2326  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2326  HISTORY     - 19980401 GOOD             GEOMET
 KZ2326
 KZ2326                          STATION DESCRIPTION
 KZ2326
 KZ2326'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2326'STATION IS LOCATED ON THE EAST SIDE OF NORTH COUNTY LINE ROAD, 0.50 MI
 KZ2326'(0.80 KM) SOUTH OF U.S. HWY 36 (S.R. 3), 20.7 FT (6.3 M) EAST OF
 KZ2326'CENTERLINE OF SAID NORTH COUNTY LINE ROAD, 2.0 FT (0.6 M) WEST OF
 KZ2326'FENCE POST ON THE EAST SIDE OF SAID ROAD AND 63.8 FT (19.4 M)
 KZ2326'NORTHEAST OF NORTHEAST END OF CONCRETE HEADWALL.
 KZ2326'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2326'S.R. 37 FOR 11.51 MI (18.52 KM) TO S.R. 3. TURN LEFT ON S.R. 3 FOR
 KZ2326'6.84 MI (11.01 KM) TO NORTH COUNTY LINE ROAD. TURN RIGHT ON NORTH
 KZ2326'COUNTY LINE ROAD FOR 0.50 MI (0.80 KM) TO THE STATION.
 KZ2326
 KZ2326                          STATION RECOVERY (1998)
 KZ2326
 KZ2326'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 KZ2326'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE MONUMENT IS IN
 KZ2326'LICKING COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2350 ***********************************************************************
 KZ2350  DESIGNATION -  01 0073
 KZ2350  PID         -  KZ2350
 KZ2350  STATE/COUNTY-  OH/DELAWARE
 KZ2350  USGS QUAD   -  GALENA (1983)
 KZ2350
 KZ2350                         *CURRENT SURVEY CONTROL
 KZ2350  ___________________________________________________________________
 KZ2350* NAD 83(1995)-  40 14 12.13198(N)    082 53 32.75906(W)     ADJUSTED  
 KZ2350* NAVD 88     -       276.5    (meters)     907.     (feet)  GPS OBS   
 KZ2350  ___________________________________________________________________
 KZ2350  X           -     603,314.493 (meters)                     COMP
 KZ2350  Y           -  -4,838,488.171 (meters)                     COMP
 KZ2350  Z           -   4,098,241.083 (meters)                     COMP
 KZ2350  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 KZ2350  ELLIP HEIGHT-         242.54  (meters)          (10/07/05) GPS OBS
 KZ2350  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ2350
 KZ2350  HORZ ORDER  -  FIRST
 KZ2350  ELLP ORDER  -  FOURTH    CLASS I
 KZ2350
 KZ2350.The horizontal coordinates were established by GPS observations
 KZ2350.and adjusted by the National Geodetic Survey in April 1998..
 KZ2350
 KZ2350.The orthometric height was determined by GPS observations and a
 KZ2350.high-resolution geoid model.
 KZ2350
 KZ2350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2350
 KZ2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2350
 KZ2350.The ellipsoidal height was determined by GPS observations
 KZ2350.and is referenced to NAD 83.
 KZ2350
 KZ2350.The geoid height was determined by GEOID03.
 KZ2350
 KZ2350;                    North         East     Units Scale Factor Converg.
 KZ2350;SPC OH N     -    63,376.717   566,603.285   MT  1.00004348   -0 15 28.1
 KZ2350;SPC OH S     -   248,388.779   566,603.174   MT  1.00004658   -0 14 56.4
 KZ2350;UTM  17      - 4,455,747.149   339,016.727   MT  0.99991903   -1 13 21.6
 KZ2350
 KZ2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2350!SPC OH N     -   0.99996195  x   1.00004348  =   1.00000543
 KZ2350!SPC OH S     -   0.99996195  x   1.00004658  =   1.00000853
 KZ2350!UTM  17      -   0.99996195  x   0.99991903  =   0.99988099
 KZ2350
 KZ2350:                Primary Azimuth Mark                     Grid Az
 KZ2350:SPC OH N     -  01 0074                                  359 23 59.5
 KZ2350:SPC OH S     -  01 0074                                  359 23 27.8
 KZ2350:UTM  17      -  01 0074                                  000 21 53.0
 KZ2350
 KZ2350|---------------------------------------------------------------------|
 KZ2350| PID    Reference Object                     Distance      Geod. Az  |
 KZ2350|                                                           dddmmss.s |
 KZ2350| KZ2351 01 0074                             APPROX. 0.8 KM 3590831.4 |
 KZ2350|---------------------------------------------------------------------|
 KZ2350
 KZ2350                          SUPERSEDED SURVEY CONTROL
 KZ2350
 KZ2350  ELLIP H (04/01/98)  242.53   (m)                       GP(       ) 4 1
 KZ2350  NAD 83(1986)-  40 14 12.13923(N)    082 53 32.76512(W) AD(       ) 1
 KZ2350
 KZ2350.Superseded values are not recommended for survey control.
 KZ2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2350.See file dsdata.txt to determine how the superseded data were derived.
 KZ2350
 KZ2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3901755747(NAD 83)
 KZ2350_MARKER: DE = TRAVERSE STATION DISK
 KZ2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2350_SP_SET: CONCRETE POST
 KZ2350_STAMPING: DELAWARE COUNTY ENGINEER 01-0073 1991
 KZ2350_MARK LOGO: DCE   
 KZ2350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2350+STABILITY: SURFACE MOTION
 KZ2350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2350+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2350
 KZ2350  HISTORY     - Date     Condition        Report By
 KZ2350  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2350  HISTORY     - 20041205 GOOD             USPSQD
 KZ2350
 KZ2350                          STATION DESCRIPTION
 KZ2350
 KZ2350'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2350'STATION IS LOCATED ON THE NORTHWEST CORNER OF THE INTERSECTION OF S.
 KZ2350'GALENA ROAD AND GOLF COURSE ROAD, 9.7 FT (3.0 M) SOUTHWEST OF A STOP
 KZ2350'SIGN ON THE WEST SIDE OF GOLF COURSE ROAD, 104.4 FT (31.8 M)
 KZ2350'NORTHWEST OF POLE ON NORTHEAST CORNER OF THE ROAD INTERSECTION AND
 KZ2350'58.4 FT (17.8 M) NORTHWEST OF A STREET SIGN ON THE SOUTH SIDE OF S.
 KZ2350'GALENA ROAD.
 KZ2350'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2350'S.R. 37 FOR 8.82 MI (14.19 KM) TO S. GALENA ROAD. TURN RIGHT ON S.
 KZ2350'GALENA ROAD FOR 2.60 MI (4.18 KM) TO GOLF COURSE ROAD TO THE STATION.
 KZ2350
 KZ2350                          STATION RECOVERY (2004)
 KZ2350
 KZ2350'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLP)
 KZ2350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2351 ***********************************************************************
 KZ2351  DESIGNATION -  01 0074
 KZ2351  PID         -  KZ2351
 KZ2351  STATE/COUNTY-  OH/DELAWARE
 KZ2351  USGS QUAD   -  GALENA (1983)
 KZ2351
 KZ2351                         *CURRENT SURVEY CONTROL
 KZ2351  ___________________________________________________________________
 KZ2351* NAD 83(1995)-  40 14 37.95449(N)    082 53 33.26368(W)     ADJUSTED  
 KZ2351* NAVD 88     -       278.7    (meters)     914.     (feet)  GPS OBS   
 KZ2351  ___________________________________________________________________
 KZ2351  X           -     603,239.192 (meters)                     COMP
 KZ2351  Y           -  -4,837,980.668 (meters)                     COMP
 KZ2351  Z           -   4,098,850.459 (meters)                     COMP
 KZ2351  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 KZ2351  ELLIP HEIGHT-         244.66  (meters)          (10/07/05) GPS OBS
 KZ2351  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ2351
 KZ2351  HORZ ORDER  -  FIRST
 KZ2351  ELLP ORDER  -  FOURTH    CLASS I
 KZ2351
 KZ2351.The horizontal coordinates were established by GPS observations
 KZ2351.and adjusted by the National Geodetic Survey in April 1998..
 KZ2351
 KZ2351.The orthometric height was determined by GPS observations and a
 KZ2351.high-resolution geoid model.
 KZ2351
 KZ2351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2351
 KZ2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2351
 KZ2351.The ellipsoidal height was determined by GPS observations
 KZ2351.and is referenced to NAD 83.
 KZ2351
 KZ2351.The geoid height was determined by GEOID03.
 KZ2351
 KZ2351;                    North         East     Units Scale Factor Converg.
 KZ2351;SPC OH N     -    64,173.272   566,594.941   MT  1.00004169   -0 15 28.4
 KZ2351;SPC OH S     -   249,185.337   566,594.708   MT  1.00004845   -0 14 56.7
 KZ2351;UTM  17      - 4,456,543.633   339,021.798   MT  0.99991901   -1 13 22.6
 KZ2351
 KZ2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2351!SPC OH N     -   0.99996162  x   1.00004169  =   1.00000331
 KZ2351!SPC OH S     -   0.99996162  x   1.00004845  =   1.00001007
 KZ2351!UTM  17      -   0.99996162  x   0.99991901  =   0.99988063
 KZ2351
 KZ2351:                Primary Azimuth Mark                     Grid Az
 KZ2351:SPC OH N     -  01 0073                                  179 23 59.5
 KZ2351:SPC OH S     -  01 0073                                  179 23 27.8
 KZ2351:UTM  17      -  01 0073                                  180 21 53.7
 KZ2351
 KZ2351|---------------------------------------------------------------------|
 KZ2351| PID    Reference Object                     Distance      Geod. Az  |
 KZ2351|                                                           dddmmss.s |
 KZ2351| KZ2350 01 0073                             APPROX. 0.8 KM 1790831.1 |
 KZ2351|---------------------------------------------------------------------|
 KZ2351
 KZ2351                          SUPERSEDED SURVEY CONTROL
 KZ2351
 KZ2351  ELLIP H (04/01/98)  244.65   (m)                       GP(       ) 4 1
 KZ2351  NAD 83(1986)-  40 14 37.96175(N)    082 53 33.26973(W) AD(       ) 1
 KZ2351
 KZ2351.Superseded values are not recommended for survey control.
 KZ2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2351.See file dsdata.txt to determine how the superseded data were derived.
 KZ2351
 KZ2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3902256544(NAD 83)
 KZ2351_MARKER: DE = TRAVERSE STATION DISK
 KZ2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2351_SP_SET: CONCRETE POST
 KZ2351_STAMPING: DELAWARE COUNTY ENGINEER 01-0074 1991
 KZ2351_MARK LOGO: DCE   
 KZ2351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2351+STABILITY: SURFACE MOTION
 KZ2351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2351+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2351
 KZ2351  HISTORY     - Date     Condition        Report By
 KZ2351  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2351  HISTORY     - 20041205 GOOD             USPSQD
 KZ2351
 KZ2351                          STATION DESCRIPTION
 KZ2351
 KZ2351'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2351'STATION IS LOCATED ON THE WEST SIDE GOLF COURSE ROAD, 0.10 MI
 KZ2351'(0.16 KM) SOUTH OF INTERSECTION OF GOLF COURSE ROAD AND CHESHIRE
 KZ2351'ROAD, 13.5 FT (4.1 M) WEST OF WEST EDGE OF PAVEMENT OF GOLF COURSE
 KZ2351'ROAD, 76.4 FT (23.3 M) NORTHWEST OF A TELEPHONE BOX ON THE EAST SIDE
 KZ2351'OF SAID GOLF COURSE ROAD AND 82.0 FT (25.0 M) SOUTH OF A PROJECTED
 KZ2351'CENTERLINE OF DRIVE ON THE EAST SIDE OF SAID GOLF COURSE ROAD.
 KZ2351'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2351'S.R. 37 FOR 8.82 MI (14.19 KM) TO S. GALENA ROAD. TURN RIGHT ON S.
 KZ2351'GALENA ROAD FOR 1.32 MI (2.12 KM) TO CHESHIRE ROAD. TURN LEFT ON
 KZ2351'CHESHIRE ROAD FOR 1.00 MI (1.61 KM) TO GOLF COURSE ROAD. TURN RIGHT
 KZ2351'ON GOLF COURSE ROAD FOR 0.10 MI (0.16 KM) TO THE STATION.
 KZ2351
 KZ2351                          STATION RECOVERY (2004)
 KZ2351
 KZ2351'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLP)
 KZ2351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2352 ***********************************************************************
 KZ2352  DESIGNATION -  01 0075
 KZ2352  PID         -  KZ2352
 KZ2352  STATE/COUNTY-  OH/DELAWARE
 KZ2352  USGS QUAD   -  KILBOURNE (1983)
 KZ2352
 KZ2352                         *CURRENT SURVEY CONTROL
 KZ2352  ___________________________________________________________________
 KZ2352* NAD 83(1995)-  40 15 40.07200(N)    082 53 20.43629(W)     ADJUSTED  
 KZ2352* NAVD 88     -       286.2    (meters)     939.     (feet)  GPS OBS   
 KZ2352  ___________________________________________________________________
 KZ2352  X           -     603,387.509 (meters)                     COMP
 KZ2352  Y           -  -4,836,720.302 (meters)                     COMP
 KZ2352  Z           -   4,100,317.659 (meters)                     COMP
 KZ2352  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 KZ2352  ELLIP HEIGHT-         252.19  (meters)          (10/07/05) GPS OBS
 KZ2352  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ2352
 KZ2352  HORZ ORDER  -  FIRST
 KZ2352  ELLP ORDER  -  FOURTH    CLASS I
 KZ2352
 KZ2352.The horizontal coordinates were established by GPS observations
 KZ2352.and adjusted by the National Geodetic Survey in April 1998..
 KZ2352
 KZ2352.The orthometric height was determined by GPS observations and a
 KZ2352.high-resolution geoid model.
 KZ2352
 KZ2352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2352
 KZ2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2352
 KZ2352.The ellipsoidal height was determined by GPS observations
 KZ2352.and is referenced to NAD 83.
 KZ2352
 KZ2352.The geoid height was determined by GEOID03.
 KZ2352
 KZ2352;                    North         East     Units Scale Factor Converg.
 KZ2352;SPC OH N     -    66,087.942   566,906.684   MT  1.00003744   -0 15 20.0
 KZ2352;UTM  17      - 4,458,452.548   339,365.711   MT  0.99991764   -1 13 15.9
 KZ2352
 KZ2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2352!SPC OH N     -   0.99996044  x   1.00003744  =   0.99999788
 KZ2352!UTM  17      -   0.99996044  x   0.99991764  =   0.99987808
 KZ2352
 KZ2352:                Primary Azimuth Mark                     Grid Az
 KZ2352:SPC OH N     -  01 0076                                  291 30 40.0
 KZ2352:UTM  17      -  01 0076                                  292 28 35.9
 KZ2352
 KZ2352|---------------------------------------------------------------------|
 KZ2352| PID    Reference Object                     Distance      Geod. Az  |
 KZ2352|                                                           dddmmss.s |
 KZ2352| KZ2353 01 0076                             APPROX. 0.8 KM 2911520.0 |
 KZ2352|---------------------------------------------------------------------|
 KZ2352
 KZ2352                          SUPERSEDED SURVEY CONTROL
 KZ2352
 KZ2352  NAD 83(1986)-  40 15 40.07931(N)    082 53 20.44230(W) AD(       ) 1
 KZ2352
 KZ2352.Superseded values are not recommended for survey control.
 KZ2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2352.See file dsdata.txt to determine how the superseded data were derived.
 KZ2352
 KZ2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3936658453(NAD 83)
 KZ2352_MARKER: DE = TRAVERSE STATION DISK
 KZ2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2352_SP_SET: CONCRETE POST
 KZ2352_STAMPING: DELAWARE COUNTY ENGINEER 01-0075 1991
 KZ2352_MARK LOGO: DCE   
 KZ2352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2352+STABILITY: SURFACE MOTION
 KZ2352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2352+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2352
 KZ2352  HISTORY     - Date     Condition        Report By
 KZ2352  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2352
 KZ2352                          STATION DESCRIPTION
 KZ2352
 KZ2352'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2352'STATION IS LOCATED ON THE NORTHWEST CORNER OF THE INTERSECTION OF S.R.
 KZ2352'37 AND CARTER CORNER ROAD, 42.5 FT (13.0 M) NORTH OF NORTH EDGE OF
 KZ2352'PAVEMENT OF S.R. 37, 35.3 FT (10.8 M) NORTHWEST OF POLE ON THE WEST
 KZ2352'SIDE OF CARTER CORNER ROAD, 25.1 FT (7.7 M) NORTHWEST OF A FIRE
 KZ2352'HYDRANT ON THE WEST SIDE OF CARTER CORNER ROAD AND 95.0 FT
 KZ2352'(29.0 M) WEST OF CENTERLINE OF CARTER CORNER ROAD.
 KZ2352'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2352'S.R. 37 FOR 9.97 MI (16.04 KM) TO CARTER CORNER ROAD TO THE
 KZ2352'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2353 ***********************************************************************
 KZ2353  DESIGNATION -  01 0076
 KZ2353  PID         -  KZ2353
 KZ2353  STATE/COUNTY-  OH/DELAWARE
 KZ2353  USGS QUAD   -  KILBOURNE (1983)
 KZ2353
 KZ2353                         *CURRENT SURVEY CONTROL
 KZ2353  ___________________________________________________________________
 KZ2353* NAD 83(1995)-  40 15 48.89036(N)    082 53 50.03207(W)     ADJUSTED  
 KZ2353* NAVD 88     -       281.1    (meters)     922.     (feet)  GPS OBS   
 KZ2353  ___________________________________________________________________
 KZ2353  X           -     602,671.293 (meters)                     COMP
 KZ2353  Y           -  -4,836,628.544 (meters)                     COMP
 KZ2353  Z           -   4,100,521.949 (meters)                     COMP
 KZ2353  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KZ2353  ELLIP HEIGHT-         247.12  (meters)          (10/07/05) GPS OBS
 KZ2353  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ2353
 KZ2353  HORZ ORDER  -  FIRST
 KZ2353  ELLP ORDER  -  FOURTH    CLASS I
 KZ2353
 KZ2353.The horizontal coordinates were established by GPS observations
 KZ2353.and adjusted by the National Geodetic Survey in April 1998..
 KZ2353
 KZ2353.The orthometric height was determined by GPS observations and a
 KZ2353.high-resolution geoid model.
 KZ2353
 KZ2353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2353
 KZ2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2353
 KZ2353.The ellipsoidal height was determined by GPS observations
 KZ2353.and is referenced to NAD 83.
 KZ2353
 KZ2353.The geoid height was determined by GEOID03.
 KZ2353
 KZ2353;                    North         East     Units Scale Factor Converg.
 KZ2353;SPC OH N     -    66,363.098   566,208.558   MT  1.00003685   -0 15 39.5
 KZ2353;UTM  17      - 4,458,739.395   338,672.402   MT  0.99992039   -1 13 35.2
 KZ2353
 KZ2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2353!SPC OH N     -   0.99996123  x   1.00003685  =   0.99999808
 KZ2353!UTM  17      -   0.99996123  x   0.99992039  =   0.99988163
 KZ2353
 KZ2353:                Primary Azimuth Mark                     Grid Az
 KZ2353:SPC OH N     -  01 0075                                  111 30 40.4
 KZ2353:UTM  17      -  01 0075                                  112 28 36.1
 KZ2353
 KZ2353|---------------------------------------------------------------------|
 KZ2353| PID    Reference Object                     Distance      Geod. Az  |
 KZ2353|                                                           dddmmss.s |
 KZ2353| KZ2352 01 0075                             APPROX. 0.8 KM 1111500.9 |
 KZ2353|---------------------------------------------------------------------|
 KZ2353
 KZ2353                          SUPERSEDED SURVEY CONTROL
 KZ2353
 KZ2353  NAD 83(1986)-  40 15 48.89768(N)    082 53 50.03809(W) AD(       ) 1
 KZ2353
 KZ2353.Superseded values are not recommended for survey control.
 KZ2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2353.See file dsdata.txt to determine how the superseded data were derived.
 KZ2353
 KZ2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3867258739(NAD 83)
 KZ2353_MARKER: DE = TRAVERSE STATION DISK
 KZ2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2353_SP_SET: CONCRETE POST
 KZ2353_STAMPING: DELAWARE COUNTY ENGINEER 01-0076 1991
 KZ2353_MARK LOGO: DCE   
 KZ2353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2353+STABILITY: SURFACE MOTION
 KZ2353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ2353+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KZ2353
 KZ2353  HISTORY     - Date     Condition        Report By
 KZ2353  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2353  HISTORY     - 20041205 MARK NOT FOUND   USPSQD
 KZ2353  HISTORY     - 20060311 GOOD             USPSQD
 KZ2353
 KZ2353                          STATION DESCRIPTION
 KZ2353
 KZ2353'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2353'STATION IS LOCATED ON THE SOUTHWEST SIDE OF S.R. 37-U.S. HYW 36, 0.40
 KZ2353'MI (0.64 KM) WEST OF THE INTERSECTION OF S.R. 37 AND CARTERCORNER
 KZ2353'ROAD, 29.4 FT (9.0 M) SOUTHWEST OF SOUTHWEST EDGE OF PAVEMENT OF S.R.
 KZ2353'37-U.S. HWY 36, 50.8 FT (15.5 M) SOUTHEAST OF A MAIL BOX NO. 9294 ON
 KZ2353'THE SOUTHWEST SIDE OF S.R. 37 AND 22.3 NORTHWEST OF POLE ON THE SOUTH
 KZ2353'SIDE OF S.R. 37.
 KZ2353'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2353'S.R. 37-U.S. HWY 36 FOR 9.56 MI (15.38 KM) TO THE STATION.
 KZ2353
 KZ2353                          STATION RECOVERY (2004)
 KZ2353
 KZ2353'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLP)
 KZ2353'POOR DESCRIPTION.  MAIL BOX 9294 DOES NOT EXIST.
 KZ2353
 KZ2353                          STATION RECOVERY (2006)
 KZ2353
 KZ2353'RECOVERY NOTE BY US POWER SQUADRON 2006 (BW)
 KZ2353'TEAM 3 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2353'STATES POWER SQUADRONS, FOUND MARKER KZ2353. LOCATED 26.58 FT
 KZ2353'SOUTHWEST OF THE EDGE OF PAVEMENT OF S.R. 37-U.S. HWY 36. 25 FT
 KZ2353'SOUTHWEST OF POLE NO. 29374 ON SOUTH SIDE OF S.R. 37. STATION LOCATED
 KZ2353'6 INCHES BELOW SMALL MOUND OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2354 ***********************************************************************
 KZ2354  DESIGNATION -  01 0077
 KZ2354  PID         -  KZ2354
 KZ2354  STATE/COUNTY-  OH/DELAWARE
 KZ2354  USGS QUAD   -  SUNBURY (1981)
 KZ2354
 KZ2354                         *CURRENT SURVEY CONTROL
 KZ2354  ___________________________________________________________________
 KZ2354* NAD 83(1995)-  40 13 08.64243(N)    082 52 11.15009(W)     ADJUSTED  
 KZ2354* NAVD 88     -       289.2    (meters)     949.     (feet)  GPS OBS   
 KZ2354  ___________________________________________________________________
 KZ2354  X           -     605,386.992 (meters)                     COMP
 KZ2354  Y           -  -4,839,513.681 (meters)                     COMP
 KZ2354  Z           -   4,096,754.100 (meters)                     COMP
 KZ2354  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 KZ2354  ELLIP HEIGHT-         255.22  (meters)          (10/07/05) GPS OBS
 KZ2354  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ2354
 KZ2354  HORZ ORDER  -  FIRST
 KZ2354  ELLP ORDER  -  FOURTH    CLASS I
 KZ2354
 KZ2354.The horizontal coordinates were established by GPS observations
 KZ2354.and adjusted by the National Geodetic Survey in April 1998..
 KZ2354
 KZ2354.The orthometric height was determined by GPS observations and a
 KZ2354.high-resolution geoid model.
 KZ2354
 KZ2354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2354
 KZ2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2354
 KZ2354.The ellipsoidal height was determined by GPS observations
 KZ2354.and is referenced to NAD 83.
 KZ2354
 KZ2354.The geoid height was determined by GEOID03.
 KZ2354
 KZ2354;                    North         East     Units Scale Factor Converg.
 KZ2354;SPC OH N     -    61,409.933   568,524.153   MT  1.00004794   -0 14 34.5
 KZ2354;UTM  17      - 4,453,748.561   340,903.961   MT  0.99991159   -1 12 27.3
 KZ2354
 KZ2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2354!SPC OH N     -   0.99995996  x   1.00004794  =   1.00000790
 KZ2354!UTM  17      -   0.99995996  x   0.99991159  =   0.99987156
 KZ2354
 KZ2354|---------------------------------------------------------------------|
 KZ2354| PID    Reference Object                     Distance      Geod. Az  |
 KZ2354|                                                           dddmmss.s |
 KZ2354| KZ2355 01 0078                             376.097 METERS 09135     |
 KZ2354|---------------------------------------------------------------------|
 KZ2354
 KZ2354                          SUPERSEDED SURVEY CONTROL
 KZ2354
 KZ2354  ELLIP H (04/01/98)  255.21   (m)                       GP(       ) 4 1
 KZ2354  NAD 83(1986)-  40 13 08.64945(N)    082 52 11.15628(W) AD(       ) 1
 KZ2354
 KZ2354.Superseded values are not recommended for survey control.
 KZ2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2354.See file dsdata.txt to determine how the superseded data were derived.
 KZ2354
 KZ2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4090453749(NAD 83)
 KZ2354_MARKER: DE = TRAVERSE STATION DISK
 KZ2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2354_SP_SET: CONCRETE POST
 KZ2354_STAMPING: DELAWARE COUNTY ENGINEER 01-0077 1991
 KZ2354_MARK LOGO: DCE   
 KZ2354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2354+STABILITY: SURFACE MOTION
 KZ2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ2354+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KZ2354
 KZ2354  HISTORY     - Date     Condition        Report By
 KZ2354  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2354  HISTORY     - 20060311 GOOD             USPSQD
 KZ2354
 KZ2354                          STATION DESCRIPTION
 KZ2354
 KZ2354'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2354'STATION IS LOCATED ON THE SOUTH SIDE OF VANS VALLEY ROAD, 150.0 FT
 KZ2354'(45.7 M) EAST OF THE INTERSECTION OF VANS VALLEY ROAD AND JOE WALKER
 KZ2354'ROAD, 15.0 FT (4.6 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF SAID VANS
 KZ2354'VALLEY ROAD, 13.0 FT (4.0 M) SOUTHEAST OF A TELEPHONE POLE ON THE
 KZ2354'SOUTH SIDE OF SAID VANS VALLEY ROAD AND 69.3 FT (21.1 M) SOUTHEAST OF
 KZ2354'POLE ON THE NORTH SIDE OF SAID VANS VALLEY ROAD.
 KZ2354'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2354'S.R. 37 FOR 12.69 MI (20.42 KM) TO JOE WALKER ROAD. TURN RIGHT ON JOE
 KZ2354'WALKER ROAD FOR 1.50 MI (2.41 KM) TO VANS VALLEY ROAD. TURN LEFT ON
 KZ2354'VANS VALLEY ROAD FOR 150.O FT TO THE STATION.
 KZ2354
 KZ2354                          STATION RECOVERY (2006)
 KZ2354
 KZ2354'RECOVERY NOTE BY US POWER SQUADRON 2006 (BW)
 KZ2354'TEAM 3 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2354'STATES POWER SQUADRONS, FOUND MARKER KZ2354. ALL POLE REFERENCES HAVE
 KZ2354'BEEN REMOVED. STATION IS LOCATED ON THE VERY TOP OF SOUTH SIDE EDGE OF
 KZ2354'A DRAINAGE DITCH ALONG VANS VALLEY ROAD, 3 INCHES BELOW LAND SURFACE.
 KZ2354'MARKER IS FROM DELAWARE COUNTY ENGINEER 01-0077 1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2355 ***********************************************************************
 KZ2355  DESIGNATION -  01 0078
 KZ2355  PID         -  KZ2355
 KZ2355  STATE/COUNTY-  OH/DELAWARE
 KZ2355  USGS QUAD   -  SUNBURY (1981)
 KZ2355
 KZ2355                         *CURRENT SURVEY CONTROL
 KZ2355  ___________________________________________________________________
 KZ2355* NAD 83(1995)-  40 13 08.30367(N)    082 51 55.24993(W)     ADJUSTED  
 KZ2355* NAVD 88     -       294.0    (meters)     965.     (feet)  GPS OBS   
 KZ2355  ___________________________________________________________________
 KZ2355  X           -     605,761.341 (meters)                     COMP
 KZ2355  Y           -  -4,839,477.324 (meters)                     COMP
 KZ2355  Z           -   4,096,749.214 (meters)                     COMP
 KZ2355  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 KZ2355  ELLIP HEIGHT-         260.01  (meters)          (10/07/05) GPS OBS
 KZ2355  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ2355
 KZ2355  HORZ ORDER  -  FIRST
 KZ2355  ELLP ORDER  -  FOURTH    CLASS I
 KZ2355
 KZ2355.The horizontal coordinates were established by GPS observations
 KZ2355.and adjusted by the National Geodetic Survey in April 1998..
 KZ2355
 KZ2355.The orthometric height was determined by GPS observations and a
 KZ2355.high-resolution geoid model.
 KZ2355
 KZ2355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2355
 KZ2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2355
 KZ2355.The ellipsoidal height was determined by GPS observations
 KZ2355.and is referenced to NAD 83.
 KZ2355
 KZ2355.The geoid height was determined by GEOID03.
 KZ2355
 KZ2355;                    North         East     Units Scale Factor Converg.
 KZ2355;SPC OH N     -    61,397.899   568,900.076   MT  1.00004797   -0 14 24.1
 KZ2355;UTM  17      - 4,453,730.203   341,279.577   MT  0.99991012   -1 12 17.0
 KZ2355
 KZ2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2355!SPC OH N     -   0.99995921  x   1.00004797  =   1.00000718
 KZ2355!UTM  17      -   0.99995921  x   0.99991012  =   0.99986934
 KZ2355
 KZ2355|---------------------------------------------------------------------|
 KZ2355| PID    Reference Object                     Distance      Geod. Az  |
 KZ2355|                                                           dddmmss.s |
 KZ2355| KZ2354 01 0077                             376.097 METERS 27136     |
 KZ2355|---------------------------------------------------------------------|
 KZ2355
 KZ2355                          SUPERSEDED SURVEY CONTROL
 KZ2355
 KZ2355  ELLIP H (04/01/98)  260.00   (m)                       GP(       ) 4 1
 KZ2355  NAD 83(1986)-  40 13 08.31067(N)    082 51 55.25610(W) AD(       ) 1
 KZ2355
 KZ2355.Superseded values are not recommended for survey control.
 KZ2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2355.See file dsdata.txt to determine how the superseded data were derived.
 KZ2355
 KZ2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4128053730(NAD 83)
 KZ2355_MARKER: DE = TRAVERSE STATION DISK
 KZ2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2355_SP_SET: CONCRETE POST
 KZ2355_STAMPING: DELAWARE COUNTY ENGINEER 01-0078 1991
 KZ2355_MARK LOGO: DCE   
 KZ2355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2355+STABILITY: SURFACE MOTION
 KZ2355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2355+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KZ2355
 KZ2355  HISTORY     - Date     Condition        Report By
 KZ2355  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2355  HISTORY     - 20060311 GOOD             USPSQD
 KZ2355
 KZ2355                          STATION DESCRIPTION
 KZ2355
 KZ2355'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2355'STATION IS LOCATED ON THE NORTH SIDE OF VANS VALLEY ROAD, 0.228 MI
 KZ2355'(0.367 KM) EAST OF THE INTERSECTION OF VANS VALLEY ROAD AND JOE
 KZ2355'WALKER ROAD, 3.1 FT (0.9 M) NORTH OF NORTH EDGE OF PAVEMENT OF SAID
 KZ2355'VANS VALLEY ROAD, 48.9 FT (14.9 M) WEST OF A TELEPHONE POLE ON THE
 KZ2355'NORTH SIDE OF SAID VANS VALLEY ROAD, 48.3 FT (14.7 M) NORTHEAST OF
 KZ2355'POLE ON THE SOUTH SIDE OF SAID VANS VALLEY ROAD AND 175.0 FT
 KZ2355'(53.3 M) WEST OF CENTERLINE DRIVE TO HOUSE NO. 10615 ON THE NORTH
 KZ2355'SIDE OF SAID VANS VALLEY ROAD.
 KZ2355'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2355'S.R. 37 FOR 12.69 MI (20.42 KM) TO JOE WALKER ROAD. TURN RIGHT ON JOE
 KZ2355'WALKER ROAD FOR 1.50 MI (2.41 KM) TO VANS VALLEY ROAD. TURN LEFT ON
 KZ2355'VANS VALLEY ROAD FOR 0.228 MI (0.367 KM) TO THE STATION.
 KZ2355
 KZ2355                          STATION RECOVERY (2006)
 KZ2355
 KZ2355'RECOVERY NOTE BY US POWER SQUADRON 2006 (BW)
 KZ2355'TEAM 3 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2355'STATES POWER SQUADRONS, FOUND MARKER KZ2355. LOCATED 2.1 FT SOUTHEAST
 KZ2355'OF MAIL BOX 1650 ON SOUTHEAST SIDE OF S.R. 61. 7 FT SOUTHEAST OF POLE
 KZ2355'ON SOUTHEAST SIDE OF S.R. 61. SITE MARKED BY SIGN AND CLEARLY VISIBLE
 KZ2355'TO THE EYE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2356 ***********************************************************************
 KZ2356  DESIGNATION -  01 0079
 KZ2356  PID         -  KZ2356
 KZ2356  STATE/COUNTY-  OH/DELAWARE
 KZ2356  USGS QUAD   -  OLIVE GREEN (1973)
 KZ2356
 KZ2356                         *CURRENT SURVEY CONTROL
 KZ2356  ___________________________________________________________________
 KZ2356* NAD 83(1995)-  40 15 47.72980(N)    082 51 24.93392(W)     ADJUSTED  
 KZ2356* NAVD 88     -       301.0    (meters)     988.     (feet)  GPS OBS   
 KZ2356  ___________________________________________________________________
 KZ2356  X           -     606,078.256 (meters)                     COMP
 KZ2356  Y           -  -4,836,241.366 (meters)                     COMP
 KZ2356  Z           -   4,100,507.448 (meters)                     COMP
 KZ2356  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 KZ2356  ELLIP HEIGHT-         266.95  (meters)          (10/07/05) GPS OBS
 KZ2356  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ2356
 KZ2356  HORZ ORDER  -  FIRST
 KZ2356  ELLP ORDER  -  FOURTH    CLASS I
 KZ2356
 KZ2356.The horizontal coordinates were established by GPS observations
 KZ2356.and adjusted by the National Geodetic Survey in April 1998..
 KZ2356
 KZ2356.The orthometric height was determined by GPS observations and a
 KZ2356.high-resolution geoid model.
 KZ2356
 KZ2356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2356
 KZ2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2356
 KZ2356.The ellipsoidal height was determined by GPS observations
 KZ2356.and is referenced to NAD 83.
 KZ2356
 KZ2356.The geoid height was determined by GEOID03.
 KZ2356
 KZ2356;                    North         East     Units Scale Factor Converg.
 KZ2356;SPC OH N     -    66,312.476   569,637.039   MT  1.00003693   -0 14 04.1
 KZ2356;UTM  17      - 4,458,631.011   342,099.121   MT  0.99990692   -1 12 01.4
 KZ2356
 KZ2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2356!SPC OH N     -   0.99995812  x   1.00003693  =   0.99999505
 KZ2356!UTM  17      -   0.99995812  x   0.99990692  =   0.99986505
 KZ2356
 KZ2356:                Primary Azimuth Mark                     Grid Az
 KZ2356:SPC OH N     -  01 0080                                  186 53 28.7
 KZ2356:UTM  17      -  01 0080                                  187 51 26.0
 KZ2356
 KZ2356|---------------------------------------------------------------------|
 KZ2356| PID    Reference Object                     Distance      Geod. Az  |
 KZ2356|                                                           dddmmss.s |
 KZ2356| KZ2357 01 0080                             473.577 METERS 1863924.6 |
 KZ2356|---------------------------------------------------------------------|
 KZ2356
 KZ2356                          SUPERSEDED SURVEY CONTROL
 KZ2356
 KZ2356  NAD 83(1986)-  40 15 47.73712(N)    082 51 24.93957(W) AD(       ) 1
 KZ2356
 KZ2356.Superseded values are not recommended for survey control.
 KZ2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2356.See file dsdata.txt to determine how the superseded data were derived.
 KZ2356
 KZ2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4209958631(NAD 83)
 KZ2356_MARKER: DE = TRAVERSE STATION DISK
 KZ2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2356_SP_SET: CONCRETE POST
 KZ2356_STAMPING: DELAWARE COUNTY ENGINEER 01-0079 1991
 KZ2356_MARK LOGO: DCE   
 KZ2356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2356+STABILITY: SURFACE MOTION
 KZ2356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2356+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KZ2356
 KZ2356  HISTORY     - Date     Condition        Report By
 KZ2356  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2356  HISTORY     - 20060311 GOOD             USPSQD
 KZ2356
 KZ2356                          STATION DESCRIPTION
 KZ2356
 KZ2356'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2356'STATION IS LOCATED ON THE SOUTHEAST SIDE OF S.R. 61, 300.0 FT
 KZ2356'(91.4 M) SOUTHWEST OF THE INTERSECTION OF S.R. 61 AND BLANEY
 KZ2356'ROAD,14.2 FT SOUTHEAST OF SOUTHEAST EDGE OF PAVEMENT OF SAID S.R. 61,
 KZ2356'2.4 FT (0.7 M) SOUTHEAST OF A MAIL BOX ON THE SOUTHEAST SIDE OF SAID
 KZ2356'S.R. 61, 7.5 FT (2.3 M) SOUTHEAST OF POLE ON THE SOUTHEAST SIDE OF
 KZ2356'SAID S.R. 61.
 KZ2356'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2356'U.S. HWY 36 FOR 12.09 MI (19.46 KM) TO S.R. 61. TURN LEFT ON S.R. 61
 KZ2356'FOR 1.01 MI (1.63 KM) TO THE STATION.
 KZ2356
 KZ2356                          STATION RECOVERY (2006)
 KZ2356
 KZ2356'RECOVERY NOTE BY US POWER SQUADRON 2006 (BW)
 KZ2356'TEAM 3 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2356'STATES POWER SQUADRONS, FOUND MARKER KZ2356. SITE RECENTLY MODIFIED
 KZ2356'DUE TO TRAFFIC ACCIDENT. OLD MAIL BOX REPLACED BY A NEW ONE CLOSE TO
 KZ2356'OLD LOCATION. OLD POST STILL IN GROUND. MARKER HAS LOCATION SIGN, BUT
 KZ2356'SIGN NEEDS TO BE RE-INSTALLED IN GROUND. STATION IS VISIBLE TO THE
 KZ2356'EYE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2357 ***********************************************************************
 KZ2357  DESIGNATION -  01 0080
 KZ2357  PID         -  KZ2357
 KZ2357  STATE/COUNTY-  OH/DELAWARE
 KZ2357  USGS QUAD   -  OLIVE GREEN (1973)
 KZ2357
 KZ2357                         *CURRENT SURVEY CONTROL
 KZ2357  ___________________________________________________________________
 KZ2357* NAD 83(1995)-  40 15 32.47953(N)    082 51 27.25710(W)     ADJUSTED  
 KZ2357* NAVD 88     -       301.3    (meters)     989.     (feet)  GPS OBS   
 KZ2357  ___________________________________________________________________
 KZ2357  X           -     606,061.617 (meters)                     COMP
 KZ2357  Y           -  -4,836,550.100 (meters)                     COMP
 KZ2357  Z           -   4,100,148.699 (meters)                     COMP
 KZ2357  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 KZ2357  ELLIP HEIGHT-         267.29  (meters)          (10/07/05) GPS OBS
 KZ2357  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ2357
 KZ2357  HORZ ORDER  -  FIRST
 KZ2357  ELLP ORDER  -  FOURTH    CLASS I
 KZ2357
 KZ2357.The horizontal coordinates were established by GPS observations
 KZ2357.and adjusted by the National Geodetic Survey in April 1998..
 KZ2357
 KZ2357.The orthometric height was determined by GPS observations and a
 KZ2357.high-resolution geoid model.
 KZ2357
 KZ2357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2357
 KZ2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2357
 KZ2357.The ellipsoidal height was determined by GPS observations
 KZ2357.and is referenced to NAD 83.
 KZ2357
 KZ2357.The geoid height was determined by GEOID03.
 KZ2357
 KZ2357;                    North         East     Units Scale Factor Converg.
 KZ2357;SPC OH N     -    65,842.303   569,580.214   MT  1.00003796   -0 14 05.7
 KZ2357;UTM  17      - 4,458,161.923   342,034.387   MT  0.99990718   -1 12 02.5
 KZ2357
 KZ2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2357!SPC OH N     -   0.99995807  x   1.00003796  =   0.99999603
 KZ2357!UTM  17      -   0.99995807  x   0.99990718  =   0.99986525
 KZ2357
 KZ2357:                Primary Azimuth Mark                     Grid Az
 KZ2357:SPC OH N     -  01 0079                                  006 53 28.8
 KZ2357:UTM  17      -  01 0079                                  007 51 25.6
 KZ2357
 KZ2357|---------------------------------------------------------------------|
 KZ2357| PID    Reference Object                     Distance      Geod. Az  |
 KZ2357|                                                           dddmmss.s |
 KZ2357| KZ2356 01 0079                             473.577 METERS 0063923.1 |
 KZ2357|---------------------------------------------------------------------|
 KZ2357
 KZ2357                          SUPERSEDED SURVEY CONTROL
 KZ2357
 KZ2357  NAD 83(1986)-  40 15 32.48685(N)    082 51 27.26277(W) AD(       ) 1
 KZ2357
 KZ2357.Superseded values are not recommended for survey control.
 KZ2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2357.See file dsdata.txt to determine how the superseded data were derived.
 KZ2357
 KZ2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4203458162(NAD 83)
 KZ2357_MARKER: DE = TRAVERSE STATION DISK
 KZ2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2357_SP_SET: CONCRETE POST
 KZ2357_STAMPING: DELAWARE COUNTY ENGINEER 01-0080 1991
 KZ2357_MARK LOGO: DCE   
 KZ2357_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2357+STABILITY: SURFACE MOTION
 KZ2357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ2357+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KZ2357
 KZ2357  HISTORY     - Date     Condition        Report By
 KZ2357  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2357  HISTORY     - 20060311 GOOD             USPSQD
 KZ2357
 KZ2357                          STATION DESCRIPTION
 KZ2357
 KZ2357'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2357'STATION IS LOCATED ON THE WEST SIDE OF S.R. 61, 0.30 MI (0.48 KM)
 KZ2357'SOUTH OF THE INTERSECTION OF S.R. 61 AND BLANEY ROAD, 5.3 FT (1.6 M)
 KZ2357'WEST OF WEST EDGE OF PAVEMENT OF SAID S.R. 61, 71.5 FT (21.8 M)
 KZ2357'SOUTHWEST OF A MAIL BOX NO. 1353 ON THE EAST SIDE OF SAID S.R. 61,
 KZ2357'26.8 FT (8.2 M) NORTHEAST OF POLE ON THE WEST SIDE OF SAID S.R. 61.
 KZ2357'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2357'U.S. HWY 36 FOR 12.09 MI (19.46 KM) TO S.R. 61. TURN LEFT ON S.R. 61
 KZ2357'FOR 0.71 MI (1.14 KM) TO THE STATION.
 KZ2357
 KZ2357                          STATION RECOVERY (2006)
 KZ2357
 KZ2357'RECOVERY NOTE BY US POWER SQUADRON 2006 (BW)
 KZ2357'TEAM 3 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2357'STATES POWER SQUADRONS, FOUND MARKER KZ2357. GPS READING 40 15 35 N,
 KZ2357'82 51 28 W. MARKER LOCATED 4 INCHES BELOW GROUND LEVEL. 3 FT WEST OF
 KZ2357'EDGE OF PAYMENT OF S.R. 61. 54 FT SOUTHWEST OF MAIL BOX 1353 ON WEST
 KZ2357'SIDE OF S.R. 61. 26.8 FT NORTHEAST OF POLE 0143A4 ON WEST SIDE OF S.R.
 KZ2357'61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6219 ***********************************************************************
 DH6219  DESIGNATION -  01 101
 DH6219  PID         -  DH6219
 DH6219  STATE/COUNTY-  OH/VINTON
 DH6219  USGS QUAD   -  MINERAL (1992)
 DH6219
 DH6219                         *CURRENT SURVEY CONTROL
 DH6219  ___________________________________________________________________
 DH6219* NAD 83(1995)-  39 18 12.25818(N)    082 17 51.74808(W)     ADJUSTED  
 DH6219* NAVD 88     -       296.2    (meters)     972.     (feet)  GPS OBS   
 DH6219  ___________________________________________________________________
 DH6219  X           -     662,390.937 (meters)                     COMP
 DH6219  Y           -  -4,897,673.340 (meters)                     COMP
 DH6219  Z           -   4,018,603.845 (meters)                     COMP
 DH6219  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DH6219  ELLIP HEIGHT-         262.14  (meters)          (11/14/05) GPS OBS
 DH6219  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DH6219
 DH6219  HORZ ORDER  -  FIRST
 DH6219  ELLP ORDER  -  FOURTH    CLASS II
 DH6219
 DH6219.The horizontal coordinates were established by GPS observations
 DH6219.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6219
 DH6219.The orthometric height was determined by GPS observations and a
 DH6219.high-resolution geoid model.
 DH6219
 DH6219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6219
 DH6219.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6219
 DH6219.The ellipsoidal height was determined by GPS observations
 DH6219.and is referenced to NAD 83.
 DH6219
 DH6219.The geoid height was determined by GEOID03.
 DH6219
 DH6219;                    North         East     Units Scale Factor Converg.
 DH6219;SPC OH S     -   144,714.588   617,447.644   MT  0.99993690   +0 07 42.1
 DH6219;UTM  17      - 4,351,249.355   388,108.782   MT  0.99975415   -0 49 19.5
 DH6219
 DH6219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6219!SPC OH S     -   0.99995887  x   0.99993690  =   0.99989578
 DH6219!UTM  17      -   0.99995887  x   0.99975415  =   0.99971303
 DH6219
 DH6219                          SUPERSEDED SURVEY CONTROL
 DH6219
 DH6219.No superseded survey control is available for this station.
 DH6219
 DH6219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD8810951249(NAD 83)
 DH6219_MARKER: DD = SURVEY DISK
 DH6219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6219_STAMPING: ATHENS COUNTY 01-101 2001
 DH6219_PROJECTION: FLUSH
 DH6219_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6219+STABILITY: SURFACE MOTION
 DH6219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6219+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6219
 DH6219  HISTORY     - Date     Condition        Report By
 DH6219  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6219
 DH6219                          STATION DESCRIPTION
 DH6219
 DH6219'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6219'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN VINTON
 DH6219'COUNTY, BROWN TOWNSHIP ALONG VINTON TOWNSHIP ROAD 1  (ATHENS  TOWNSHIP
 DH6219'ROAD 255). TO REACH THE MARK FROM THE INTERSECTION OF STATE ROUTES 681
 DH6219'AND 356, PRECEED SOUTH  WEST ON  STATE ROUTE 356 FOR APPROXOMITELY
 DH6219'2.41 KM ( 1.5 MI ) TO THE INTERSECTION OF STATE ROUTE 356  AND
 DH6219'TOWNSHIP ROAD 255.  TURN RIGHT ONTO TOWNSHIP ROAD 255 AND CONTINUE FOR
 DH6219'APPROXIMATELY  2.25 KM (  1.4 MI ) TO THE ATHENS-VINTON COUNTY LINE,
 DH6219'AND THE MARK ON THE RIGHT.  TOWNSHIP ROAD 225  BECOMES  TOWNSHIP ROAD
 DH6219'1 AT COUNTY LINE. THE MARK IS LOCATED 5.49 M ( 18 FT ) NORTH OF CENTER
 DH6219'LINE OF TOWNSHIP ROAD 1, 3.66 M (12 FT )  NORTH  WEST OF A TOWNSHIP
 DH6219'SIGN, 33.54 M ( 110 FT ) NORTH EAST OF A CEMETERY SIGN. THE MARK IS A
 DH6219'BRASS TABLET STAMPED ATHENS COUNTY 01-101 2001, SET ATOP A CONCRETE
 DH6219'POST  FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6221 ***********************************************************************
 DH6221  DESIGNATION -  01 102
 DH6221  PID         -  DH6221
 DH6221  STATE/COUNTY-  OH/ATHENS
 DH6221  USGS QUAD   -  UNION FURNACE (1995)
 DH6221
 DH6221                         *CURRENT SURVEY CONTROL
 DH6221  ___________________________________________________________________
 DH6221* NAD 83(1995)-  39 26 06.28316(N)    082 17 00.21575(W)     ADJUSTED  
 DH6221* NAVD 88     -       302.6    (meters)     993.     (feet)  GPS OBS   
 DH6221  ___________________________________________________________________
 DH6221  X           -     662,370.034 (meters)                     COMP
 DH6221  Y           -  -4,888,323.253 (meters)                     COMP
 DH6221  Z           -   4,029,909.705 (meters)                     COMP
 DH6221  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DH6221  ELLIP HEIGHT-         268.48  (meters)          (11/14/05) GPS OBS
 DH6221  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DH6221
 DH6221  HORZ ORDER  -  FIRST
 DH6221  ELLP ORDER  -  FOURTH    CLASS II
 DH6221
 DH6221.The horizontal coordinates were established by GPS observations
 DH6221.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6221
 DH6221.The orthometric height was determined by GPS observations and a
 DH6221.high-resolution geoid model.
 DH6221
 DH6221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6221
 DH6221.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6221
 DH6221.The ellipsoidal height was determined by GPS observations
 DH6221.and is referenced to NAD 83.
 DH6221
 DH6221.The geoid height was determined by GEOID03.
 DH6221
 DH6221;                    North         East     Units Scale Factor Converg.
 DH6221;SPC OH S     -   159,335.214   618,647.201   MT  0.99993630   +0 08 14.8
 DH6221;UTM  17      - 4,365,845.356   389,550.724   MT  0.99975020   -0 48 55.1
 DH6221
 DH6221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6221!SPC OH S     -   0.99995788  x   0.99993630  =   0.99989418
 DH6221!UTM  17      -   0.99995788  x   0.99975020  =   0.99970809
 DH6221
 DH6221                          SUPERSEDED SURVEY CONTROL
 DH6221
 DH6221.No superseded survey control is available for this station.
 DH6221
 DH6221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD8955165845(NAD 83)
 DH6221_MARKER: DD = SURVEY DISK
 DH6221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6221_STAMPING: ATHENS COUNTY 01-102 2001
 DH6221_PROJECTION: FLUSH
 DH6221_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6221+STABILITY: SURFACE MOTION
 DH6221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6221+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6221
 DH6221  HISTORY     - Date     Condition        Report By
 DH6221  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6221
 DH6221                          STATION DESCRIPTION
 DH6221
 DH6221'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6221'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCAED IN ATHENS
 DH6221'COUNTY, YORK TOWNSHIP ALONG TOWNSHIP ROAD 276. TO REACH THE MARK FROM
 DH6221'THE INTERSECTION OF U.S. 33 AND STATE ROUTE 278 IN THE TOWN OF
 DH6221'NELSONVILLE, PRECEED SOUTH WEST ON STATE ROUTE 278 FOR APPROXIMATELY
 DH6221'7.08 KM ( 4.4 MI )  TO THE  INTERSECTION OF TOWNSHIP ROAD 332.  TURN
 DH6221'LEFT ONTO TOWNSHIP ROAD 332 AND CONTINUE FOR  APPROXIMATELY 0.97 KM (
 DH6221'0.6 MI ) TO THE INTERSECTION OF TOWNSHIP ROAD 275-A AND THE MARK  ON
 DH6221'THE  LEFT.  TOWNSHIP ROAD 332 BECOMES TOWNSHIP ROAD 276 AT THE
 DH6221'ATHENS-HOCKING COUNTY LINE. THE MARK IS LOCATED 18.29 M (60 FT) SOUTH
 DH6221'OF EDGE OF PAVEMENT OF TOWNSHIP ROAD 275-A, 4.27  M (14 FT)  EAST OF
 DH6221'EDGE OF PAVEMENT TOWNSHIP ROAD 276, AND 9.76 M (32 FT) SOUTH EAST OF A
 DH6221'MAILBOX. THE MARK IS A BRASS TABLET STAMPED ATHENS COUNTY 01-102 2001,
 DH6221'SET ATOP A CONCRETE POST  FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6222 ***********************************************************************
 DH6222  DESIGNATION -  01 103
 DH6222  PID         -  DH6222
 DH6222  STATE/COUNTY-  OH/ATHENS
 DH6222  USGS QUAD   -  NELSONVILLE (1995)
 DH6222
 DH6222                         *CURRENT SURVEY CONTROL
 DH6222  ___________________________________________________________________
 DH6222* NAD 83(1995)-  39 28 11.10438(N)    082 14 57.23310(W)     ADJUSTED  
 DH6222* NAVD 88     -       209.5    (meters)     687.     (feet)  GPS OBS   
 DH6222  ___________________________________________________________________
 DH6222  X           -     664,944.921 (meters)                     COMP
 DH6222  Y           -  -4,885,432.423 (meters)                     COMP
 DH6222  Z           -   4,032,823.082 (meters)                     COMP
 DH6222  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DH6222  ELLIP HEIGHT-         175.44  (meters)          (11/14/05) GPS OBS
 DH6222  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DH6222
 DH6222  HORZ ORDER  -  FIRST
 DH6222  ELLP ORDER  -  FOURTH    CLASS II
 DH6222
 DH6222.The horizontal coordinates were established by GPS observations
 DH6222.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6222
 DH6222.The orthometric height was determined by GPS observations and a
 DH6222.high-resolution geoid model.
 DH6222
 DH6222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6222
 DH6222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6222
 DH6222.The ellipsoidal height was determined by GPS observations
 DH6222.and is referenced to NAD 83.
 DH6222
 DH6222.The geoid height was determined by GEOID03.
 DH6222
 DH6222;                    North         East     Units Scale Factor Converg.
 DH6222;SPC OH S     -   163,192.057   621,577.423   MT  0.99993701   +0 09 32.8
 DH6222;UTM  17      - 4,369,652.204   392,544.120   MT  0.99974216   -0 47 39.0
 DH6222
 DH6222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6222!SPC OH S     -   0.99997248  x   0.99993701  =   0.99990949
 DH6222!UTM  17      -   0.99997248  x   0.99974216  =   0.99971464
 DH6222
 DH6222                          SUPERSEDED SURVEY CONTROL
 DH6222
 DH6222.No superseded survey control is available for this station.
 DH6222
 DH6222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9254469652(NAD 83)
 DH6222_MARKER: DD = SURVEY DISK
 DH6222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6222_STAMPING: ATHENS COUNTY 01-103 2001
 DH6222_PROJECTION: FLUSH
 DH6222_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6222+STABILITY: SURFACE MOTION
 DH6222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6222+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6222
 DH6222  HISTORY     - Date     Condition        Report By
 DH6222  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6222
 DH6222                          STATION DESCRIPTION
 DH6222
 DH6222'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6222'DESCRIBED BY CANTER SURVEYING (2004)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6223 ***********************************************************************
 DH6223  DESIGNATION -  01 104
 DH6223  PID         -  DH6223
 DH6223  STATE/COUNTY-  OH/ATHENS
 DH6223  USGS QUAD   -  CORNING (1995)
 DH6223
 DH6223                         *CURRENT SURVEY CONTROL
 DH6223  ___________________________________________________________________
 DH6223* NAD 83(1995)-  39 30 45.54285(N)    082 06 49.91310(W)     ADJUSTED  
 DH6223* NAVD 88     -       225.6    (meters)     740.     (feet)  GPS OBS   
 DH6223  ___________________________________________________________________
 DH6223  X           -     676,071.440 (meters)                     COMP
 DH6223  Y           -  -4,880,859.606 (meters)                     COMP
 DH6223  Z           -   4,036,509.052 (meters)                     COMP
 DH6223  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DH6223  ELLIP HEIGHT-         191.50  (meters)          (11/14/05) GPS OBS
 DH6223  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 DH6223
 DH6223  HORZ ORDER  -  FIRST
 DH6223  ELLP ORDER  -  FOURTH    CLASS II
 DH6223
 DH6223.The horizontal coordinates were established by GPS observations
 DH6223.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6223
 DH6223.The orthometric height was determined by GPS observations and a
 DH6223.high-resolution geoid model.
 DH6223
 DH6223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6223
 DH6223.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6223
 DH6223.The ellipsoidal height was determined by GPS observations
 DH6223.and is referenced to NAD 83.
 DH6223
 DH6223.The geoid height was determined by GEOID03.
 DH6223
 DH6223;                    North         East     Units Scale Factor Converg.
 DH6223;SPC OH S     -   167,995.714   633,204.645   MT  0.99993841   +0 14 42.0
 DH6223;UTM  17      - 4,374,260.729   404,247.209   MT  0.99971288   -0 42 31.5
 DH6223
 DH6223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6223!SPC OH S     -   0.99996996  x   0.99993841  =   0.99990837
 DH6223!UTM  17      -   0.99996996  x   0.99971288  =   0.99968285
 DH6223
 DH6223                          SUPERSEDED SURVEY CONTROL
 DH6223
 DH6223.No superseded survey control is available for this station.
 DH6223
 DH6223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0424774261(NAD 83)
 DH6223_MARKER: DD = SURVEY DISK
 DH6223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6223_STAMPING: ATHENS COUNTY 01-104 2001
 DH6223_PROJECTION: FLUSH
 DH6223_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6223+STABILITY: SURFACE MOTION
 DH6223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6223+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6223
 DH6223  HISTORY     - Date     Condition        Report By
 DH6223  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6223
 DH6223                          STATION DESCRIPTION
 DH6223
 DH6223'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6223'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6223'COUNTY, TRIMBLE TOWNSHIP ALONG TOWNSHIP ROAD 316. TO REACH THE MARK
 DH6223'FROM THE INTERSECTION OF STATE ROUTES 216 AND 78 IN THE TOWN OF
 DH6223'MURRAY CITY,  PRECEED SOUTH EAST ALONG STATE ROUTE 78 FOR
 DH6223'APPROXIMATELY 4.51 KM (2.8 MI) TO THE  INTERSECTION  OF STATE ROUTE 78
 DH6223'AND TOWNSHIP ROAD 315.  TURN LEFT ONTO TOWNSHIP ROAD 315 AND  CONTINUE
 DH6223'FOR  APPROXIMATELY 0.64 KM (0.4 MI) TO THE INTERSECTION OF TOWNSHIP
 DH6223'ROAD 316 AND TOWNSHIP  ROAD 316.   TURN LEFT ONTO TOWNSHIP ROAD 316
 DH6223'AND CONTINUE FOR APPROXIMATELY 152.44 M (500 FT) TO THE  MARK ON  THE
 DH6223'LEFT. THE MARK IS LOCATED 3.35 M (11 FT) WEST OF CENTERLINE OF
 DH6223'TOWNSHIP ROAD 316, 2.47 M (8.10 FT)  SOUTH  EAST OF A FENCE POST, AND
 DH6223'1.74M (5.70 FT) NORTH OF A FENCE POST. THE MARK IS A BRASS TABLET
 DH6223'STAMPED ATHENS COUNTY 01-104 2001, SET ATOP A CONCRETE POST  FLUSH
 DH6223'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6224 ***********************************************************************
 DH6224  DESIGNATION -  01 105
 DH6224  PID         -  DH6224
 DH6224  STATE/COUNTY-  OH/ATHENS
 DH6224  USGS QUAD   -  NELSONVILLE (1995)
 DH6224
 DH6224                         *CURRENT SURVEY CONTROL
 DH6224  ___________________________________________________________________
 DH6224* NAD 83(1995)-  39 27 50.18020(N)    082 10 13.17784(W)     ADJUSTED  
 DH6224* NAVD 88     -       208.5    (meters)     684.     (feet)  GPS OBS   
 DH6224  ___________________________________________________________________
 DH6224  X           -     671,727.979 (meters)                     COMP
 DH6224  Y           -  -4,884,917.652 (meters)                     COMP
 DH6224  Z           -   4,032,324.250 (meters)                     COMP
 DH6224  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DH6224  ELLIP HEIGHT-         174.42  (meters)          (11/14/05) GPS OBS
 DH6224  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DH6224
 DH6224  HORZ ORDER  -  FIRST
 DH6224  ELLP ORDER  -  FOURTH    CLASS II
 DH6224
 DH6224.The horizontal coordinates were established by GPS observations
 DH6224.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6224
 DH6224.The orthometric height was determined by GPS observations and a
 DH6224.high-resolution geoid model.
 DH6224
 DH6224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6224
 DH6224.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6224
 DH6224.The ellipsoidal height was determined by GPS observations
 DH6224.and is referenced to NAD 83.
 DH6224
 DH6224.The geoid height was determined by GEOID03.
 DH6224
 DH6224;                    North         East     Units Scale Factor Converg.
 DH6224;SPC OH S     -   162,568.619   628,369.080   MT  0.99993687   +0 12 33.1
 DH6224;UTM  17      - 4,368,916.018   399,323.085   MT  0.99972479   -0 44 38.1
 DH6224
 DH6224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6224!SPC OH S     -   0.99997264  x   0.99993687  =   0.99990951
 DH6224!UTM  17      -   0.99997264  x   0.99972479  =   0.99969743
 DH6224
 DH6224                          SUPERSEDED SURVEY CONTROL
 DH6224
 DH6224.No superseded survey control is available for this station.
 DH6224
 DH6224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9932368916(NAD 83)
 DH6224_MARKER: DD = SURVEY DISK
 DH6224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6224_STAMPING: ATHENS COUNTY 01-105 2001
 DH6224_PROJECTION: FLUSH
 DH6224_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6224+STABILITY: SURFACE MOTION
 DH6224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6224+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6224
 DH6224  HISTORY     - Date     Condition        Report By
 DH6224  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6224
 DH6224                          STATION DESCRIPTION
 DH6224
 DH6224'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6224'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6224'COUNTY, YORK TOWNSHIP ALONG STATE ROUTE 685. TO REACH THE MARK FROM
 DH6224'THE INTERSECTION OF STATE ROUTES 78 AND 685, PROCEED WEST ON  STATE
 DH6224'ROUTE 685 FOR APPROXIMATELY 1.21 KM (0.75 MI) TO THE CARDINAL GLEN
 DH6224'GOLF CLUB ENTRANCE AND  THE  MARK ON THE RIGHT. THE MARK IS LOCATED
 DH6224'9.48 M (31.1 FT) SOUTH OF THE CENTERLINE OF STATE ROUTE 685, 5.09 M
 DH6224'(16.7  FT) NORTH  OF A FENCE, 28.26 M (92.7 FT) EAST OF THE CENTERLINE
 DH6224'OF CARDINAL GLEN GOLF COARSE DRIVE. THE MARK IS A BRASS TABLET STAMPED
 DH6224'ATHENS COUNTY 01-105 2001, SET ATOP A CONCRETE POST  FLUSH  WITH THE
 DH6224'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6220 ***********************************************************************
 DH6220  DESIGNATION -  01 106
 DH6220  PID         -  DH6220
 DH6220  STATE/COUNTY-  OH/ATHENS
 DH6220  USGS QUAD   -  THE PLAINS (1995)
 DH6220
 DH6220                         *CURRENT SURVEY CONTROL
 DH6220  ___________________________________________________________________
 DH6220* NAD 83(1995)-  39 19 40.37540(N)    082 10 37.67487(W)     ADJUSTED  
 DH6220* NAVD 88     -       239.3    (meters)     785.     (feet)  GPS OBS   
 DH6220  ___________________________________________________________________
 DH6220  X           -     672,455.993 (meters)                     COMP
 DH6220  Y           -  -4,894,519.047 (meters)                     COMP
 DH6220  Z           -   4,020,670.241 (meters)                     COMP
 DH6220  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DH6220  ELLIP HEIGHT-         205.16  (meters)          (11/14/05) GPS OBS
 DH6220  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DH6220
 DH6220  HORZ ORDER  -  FIRST
 DH6220  ELLP ORDER  -  FOURTH    CLASS II
 DH6220
 DH6220.The horizontal coordinates were established by GPS observations
 DH6220.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6220
 DH6220.The orthometric height was determined by GPS observations and a
 DH6220.high-resolution geoid model.
 DH6220
 DH6220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6220
 DH6220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6220
 DH6220.The ellipsoidal height was determined by GPS observations
 DH6220.and is referenced to NAD 83.
 DH6220
 DH6220.The geoid height was determined by GEOID03.
 DH6220
 DH6220;                    North         East     Units Scale Factor Converg.
 DH6220;SPC OH S     -   147,462.114   627,837.528   MT  0.99993639   +0 12 17.5
 DH6220;UTM  17      - 4,353,823.607   398,540.774   MT  0.99972674   -0 44 45.9
 DH6220
 DH6220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6220!SPC OH S     -   0.99996781  x   0.99993639  =   0.99990421
 DH6220!UTM  17      -   0.99996781  x   0.99972674  =   0.99969456
 DH6220
 DH6220                          SUPERSEDED SURVEY CONTROL
 DH6220
 DH6220.No superseded survey control is available for this station.
 DH6220
 DH6220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9854153824(NAD 83)
 DH6220_MARKER: DD = SURVEY DISK
 DH6220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6220_STAMPING: ATHENS COUNTY 01-106 2001
 DH6220_PROJECTION: FLUSH
 DH6220_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6220+STABILITY: SURFACE MOTION
 DH6220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6220+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6220
 DH6220  HISTORY     - Date     Condition        Report By
 DH6220  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6220
 DH6220                          STATION DESCRIPTION
 DH6220
 DH6220'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6220'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6220'COUNTY, ATHENS TOWNSHIP ALONG SALEM ROAD (COUNTY ROAD  9). TO REACH
 DH6220'THE MARK FROM THE INTERSECTION OF STATE ROUTES 682 AND 56 IN THE TOWN
 DH6220'OF  ATHENS,  PRECEED SOUTH WEST ALONG STATE ROUTE 56 FOR APPROXIMATELY
 DH6220'4.19 KM (2.6 MI) TO THE  INTERSECTION  OF STATE ROUTE 56 AND SALEM
 DH6220'ROAD (COUNTY ROAD 9). TURN RIGHT ONTO SALEM ROAD AND  CONTINUE FOR
 DH6220'APPROXIMATELY 1.45 KM (0.9 MI) TO THE INTERSECTION OF SALEM ROAD AND
 DH6220'TEDROW ROAD  (TOWNSHIP ROAD  460) AND THE STATION ON THE LEFT. THE
 DH6220'MARK IS LOCATED 73.17 M (240 FT) NORTH OF EDGE OF PAVEMENT OF TEDROW
 DH6220'ROAD, 2.74 M (9  FT) WEST OF  EDGE OF PAVEMENT OF SALEM ROAD, 83.84 M
 DH6220'(275 FT) NORTH WEST OF A STOP SIGN, AND 48.78 M (160  FT)  NORTH WEST
 DH6220'OF A POLE. THE MARK IS A BRASS TABLET STAMPED ATHENS COUNTY 01-106
 DH6220'2001, SET ATOP A CONCRETE POST  FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6225 ***********************************************************************
 DH6225  DESIGNATION -  01 107
 DH6225  PID         -  DH6225
 DH6225  STATE/COUNTY-  OH/ATHENS
 DH6225  USGS QUAD   -  THE PLAINS (1995)
 DH6225
 DH6225                         *CURRENT SURVEY CONTROL
 DH6225  ___________________________________________________________________
 DH6225* NAD 83(1995)-  39 15 08.22868(N)    082 10 27.95568(W)     ADJUSTED  
 DH6225* NAVD 88     -       215.2    (meters)     706.     (feet)  GPS OBS   
 DH6225  ___________________________________________________________________
 DH6225  X           -     673,407.746 (meters)                     COMP
 DH6225  Y           -  -4,899,734.274 (meters)                     COMP
 DH6225  Z           -   4,014,159.218 (meters)                     COMP
 DH6225  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 DH6225  ELLIP HEIGHT-         181.10  (meters)          (11/14/05) GPS OBS
 DH6225  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 DH6225
 DH6225  HORZ ORDER  -  FIRST
 DH6225  ELLP ORDER  -  FOURTH    CLASS II
 DH6225
 DH6225.The horizontal coordinates were established by GPS observations
 DH6225.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6225
 DH6225.The orthometric height was determined by GPS observations and a
 DH6225.high-resolution geoid model.
 DH6225
 DH6225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6225
 DH6225.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6225
 DH6225.The ellipsoidal height was determined by GPS observations
 DH6225.and is referenced to NAD 83.
 DH6225
 DH6225.The geoid height was determined by GEOID03.
 DH6225
 DH6225;                    North         East     Units Scale Factor Converg.
 DH6225;SPC OH S     -   139,070.751   628,100.558   MT  0.99993855   +0 12 23.7
 DH6225;UTM  17      - 4,345,430.804   398,664.563   MT  0.99972644   -0 44 35.4
 DH6225
 DH6225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6225!SPC OH S     -   0.99997159  x   0.99993855  =   0.99991014
 DH6225!UTM  17      -   0.99997159  x   0.99972644  =   0.99969804
 DH6225
 DH6225                          SUPERSEDED SURVEY CONTROL
 DH6225
 DH6225.No superseded survey control is available for this station.
 DH6225
 DH6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9866545431(NAD 83)
 DH6225_MARKER: DD = SURVEY DISK
 DH6225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6225_STAMPING: ATHENS COUNTY 01-107 2001
 DH6225_PROJECTION: FLUSH
 DH6225_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6225+STABILITY: SURFACE MOTION
 DH6225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6225+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6225
 DH6225  HISTORY     - Date     Condition        Report By
 DH6225  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6225
 DH6225                          STATION DESCRIPTION
 DH6225
 DH6225'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6225'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6225'COUNTY, ALEXANDER TOWNSHIP ALONG COUNTY ROAD 80. TO REACH THE MARK
 DH6225'FROM THE INTERSECTION OF U.S. 50 AND STATE ROUTE 681 IN THE TOWN OF
 DH6225'ALBANY,  PRECEED NORTH EAST ON U.S.50 FOR APPROXIMATELY 3.70 KM (2.3
 DH6225'MI) TO THE INTERSECTION OF  U.S.50 AND  COUNTY ROAD 80. TURN RIGHT AND
 DH6225'CONTINUE ON COUNTY ROAD 80 FOR APPROXIMATELY 213.41M  (700 FT) TO  THE
 DH6225'MARK ON THE LEFT. THE MARK IS LOCATED OPPOSITE WAKEFIELD'S TRACTOR
 DH6225'SUPPLY, 10.76 M (35.3 FT) NORTH OF  CENTERLINE OF  COUNTY ROAD 80,
 DH6225'7.47 M (24.5 FT) SOUTH OF A GRAVEL PARKING LOT OF A OLD CARRY-OUT,
 DH6225'13.60 (44.6  FT) WEST  OF A GAS LINE MARKER. THE MARK IS A BRASS
 DH6225'TABLET STAMPED ATHENS COUNTY 01-107 2001, SET ATOP A CONCRETE POST
 DH6225'FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6226 ***********************************************************************
 DH6226  DESIGNATION -  01 108
 DH6226  PID         -  DH6226
 DH6226  STATE/COUNTY-  OH/MEIGS
 DH6226  USGS QUAD   -  VALES MILLS (1992)
 DH6226
 DH6226                         *CURRENT SURVEY CONTROL
 DH6226  ___________________________________________________________________
 DH6226* NAD 83(1995)-  39 11 50.96828(N)    082 15 54.83968(W)     ADJUSTED  
 DH6226* NAVD 88     -       249.9    (meters)     820.     (feet)  GPS OBS   
 DH6226  ___________________________________________________________________
 DH6226  X           -     666,163.281 (meters)                     COMP
 DH6226  Y           -  -4,904,633.921 (meters)                     COMP
 DH6226  Z           -   4,009,468.469 (meters)                     COMP
 DH6226  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 DH6226  ELLIP HEIGHT-         215.78  (meters)          (11/14/05) GPS OBS
 DH6226  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DH6226
 DH6226  HORZ ORDER  -  FIRST
 DH6226  ELLP ORDER  -  FOURTH    CLASS II
 DH6226
 DH6226.The horizontal coordinates were established by GPS observations
 DH6226.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6226
 DH6226.The orthometric height was determined by GPS observations and a
 DH6226.high-resolution geoid model.
 DH6226
 DH6226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6226
 DH6226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6226
 DH6226.The ellipsoidal height was determined by GPS observations
 DH6226.and is referenced to NAD 83.
 DH6226
 DH6226.The geoid height was determined by GEOID03.
 DH6226
 DH6226;                    North         East     Units Scale Factor Converg.
 DH6226;SPC OH S     -   132,963.541   620,279.128   MT  0.99994120   +0 08 56.3
 DH6226;UTM  17      - 4,339,455.219   390,744.644   MT  0.99974697   -0 47 58.9
 DH6226
 DH6226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6226!SPC OH S     -   0.99996615  x   0.99994120  =   0.99990735
 DH6226!UTM  17      -   0.99996615  x   0.99974697  =   0.99971313
 DH6226
 DH6226                          SUPERSEDED SURVEY CONTROL
 DH6226
 DH6226.No superseded survey control is available for this station.
 DH6226
 DH6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9074539455(NAD 83)
 DH6226_MARKER: DD = SURVEY DISK
 DH6226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6226_STAMPING: ATHENS COUNTY 01-108
 DH6226_PROJECTION: FLUSH
 DH6226_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6226+STABILITY: SURFACE MOTION
 DH6226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6226+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6226
 DH6226  HISTORY     - Date     Condition        Report By
 DH6226  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6226
 DH6226                          STATION DESCRIPTION
 DH6226
 DH6226'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6226'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN MEIGS
 DH6226'COUNTY, COLUMBIA TOWNSHIP ALONG STATE ROUTE 32. TO REACH THE MARK FROM
 DH6226'THE INTERSECTION OF STATE ROUTE 143 AND STATE ROUTE 32,  PRECEED SOUTH
 DH6226'WEST ON STATE ROUTE 32 FOR APPROXIMATELY 1.61 KM (1 MI) TO THE MARK ON
 DH6226'THE RIGHT. THE MARK IS LOCATED 0.80 KM SOUTH WEST OF THE ATHENS-MEIGS
 DH6226'COUNTY LINE ALONG STATE  ROUTE 32,  9.15 M (32 FT) NORHT WEST OF THE
 DH6226'EDGE OF PAVEMENT OF STATE ROUTE 32, AND 2.74 M (9 FT)  SOUTH EAST OF
 DH6226'A RIGHT-OF-WAY FENCE. THE MARK IS A BRASS TABLET STAMPED ATHENS COUNTY
 DH6226'01-108 2001, SET ATOP A CONCRETE POST  FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6227 ***********************************************************************
 DH6227  DESIGNATION -  01 109
 DH6227  PID         -  DH6227
 DH6227  STATE/COUNTY-  OH/ATHENS
 DH6227  USGS QUAD   -  SHADE (1992)
 DH6227
 DH6227                         *CURRENT SURVEY CONTROL
 DH6227  ___________________________________________________________________
 DH6227* NAD 83(1995)-  39 12 12.54917(N)    082 05 27.64342(W)     ADJUSTED  
 DH6227* NAVD 88     -       281.7    (meters)     924.     (feet)  GPS OBS   
 DH6227  ___________________________________________________________________
 DH6227  X           -     681,019.369 (meters)                     COMP
 DH6227  Y           -  -4,902,193.368 (meters)                     COMP
 DH6227  Z           -   4,010,004.316 (meters)                     COMP
 DH6227  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DH6227  ELLIP HEIGHT-         247.56  (meters)          (11/14/05) GPS OBS
 DH6227  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DH6227
 DH6227  HORZ ORDER  -  FIRST
 DH6227  ELLP ORDER  -  FOURTH    CLASS II
 DH6227
 DH6227.The horizontal coordinates were established by GPS observations
 DH6227.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6227
 DH6227.The orthometric height was determined by GPS observations and a
 DH6227.high-resolution geoid model.
 DH6227
 DH6227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6227
 DH6227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6227
 DH6227.The ellipsoidal height was determined by GPS observations
 DH6227.and is referenced to NAD 83.
 DH6227
 DH6227.The geoid height was determined by GEOID03.
 DH6227
 DH6227;                    North         East     Units Scale Factor Converg.
 DH6227;SPC OH S     -   133,682.666   635,325.241   MT  0.99994087   +0 15 34.2
 DH6227;UTM  17      - 4,339,924.967   405,797.390   MT  0.99970926   -0 41 22.8
 DH6227
 DH6227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6227!SPC OH S     -   0.99996116  x   0.99994087  =   0.99990203
 DH6227!UTM  17      -   0.99996116  x   0.99970926  =   0.99967043
 DH6227
 DH6227                          SUPERSEDED SURVEY CONTROL
 DH6227
 DH6227.No superseded survey control is available for this station.
 DH6227
 DH6227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0579739925(NAD 83)
 DH6227_MARKER: DD = SURVEY DISK
 DH6227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6227_STAMPING: ATHENS COUNTY 01-109 2001
 DH6227_PROJECTION: FLUSH
 DH6227_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6227+STABILITY: SURFACE MOTION
 DH6227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6227+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6227
 DH6227  HISTORY     - Date     Condition        Report By
 DH6227  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6227
 DH6227                          STATION DESCRIPTION
 DH6227
 DH6227'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6227'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6227'COUNTY, ALEXANDER TOWNSHIP ALONG TOWNSHIP ROAD 417. TO REACH THE MARK
 DH6227'FROM THE INTERSECTION OF U.S. 50 AND STATE ROUTE 681 IN THE TOWN OF
 DH6227'ALBANY,  PRECEED SOUTH EAST ALONG STATE ROUTE 681 FOR APPROXIMATELY
 DH6227'4.02 KM (2.5 MI) TO THE  INTERSECTION  OF STATE ROUTE 681 AND CHASE
 DH6227'ROAD (COUNTY ROAD 69). TURN LEFT AND CONTINUE ALONG CHASE  ROAD  FOR
 DH6227'APPROXIMATELY 6.60 KM (4.1 MI) TO THE INTERSECTION OF CHASE ROAD AND
 DH6227'TOWNSHIP ROAD  417, TURN  RIGHT AND CONTINUE ON TONWSHIP ROAD 417 FOR
 DH6227'APPROXIMATELY 0.48 KM (0.3 MI) TO THE STATION  ON THE  LEFT. THE MARK
 DH6227'IS LOCATED 2.26 M (7.4 FT) NORTH OF THE EDGE OF TOWNSHIP ROAD 417, AND
 DH6227'12.62 M (41.4  FT) SOUTH  EAST OF A CORNER PINE TREE. THE MARK IS A
 DH6227'BRASS TABLET STAMPED ATHENS COUNTY 01-109 2001, SET ATOP A CONCRETE
 DH6227'POST  FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6228 ***********************************************************************
 DH6228  DESIGNATION -  01 110
 DH6228  PID         -  DH6228
 DH6228  STATE/COUNTY-  OH/ATHENS
 DH6228  USGS QUAD   -  ATHENS (1995)
 DH6228
 DH6228                         *CURRENT SURVEY CONTROL
 DH6228  ___________________________________________________________________
 DH6228* NAD 83(1995)-  39 18 01.70837(N)    082 05 52.05728(W)     ADJUSTED  
 DH6228* NAVD 88     -       219.5    (meters)     720.     (feet)  GPS OBS   
 DH6228  ___________________________________________________________________
 DH6228  X           -     679,495.791 (meters)                     COMP
 DH6228  Y           -  -4,895,477.569 (meters)                     COMP
 DH6228  Z           -   4,018,303.399 (meters)                     COMP
 DH6228  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DH6228  ELLIP HEIGHT-         185.29  (meters)          (11/14/05) GPS OBS
 DH6228  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DH6228
 DH6228  HORZ ORDER  -  FIRST
 DH6228  ELLP ORDER  -  FOURTH    CLASS II
 DH6228
 DH6228.The horizontal coordinates were established by GPS observations
 DH6228.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6228
 DH6228.The orthometric height was determined by GPS observations and a
 DH6228.high-resolution geoid model.
 DH6228
 DH6228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6228
 DH6228.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6228
 DH6228.The ellipsoidal height was determined by GPS observations
 DH6228.and is referenced to NAD 83.
 DH6228
 DH6228.The geoid height was determined by GEOID03.
 DH6228
 DH6228;                    North         East     Units Scale Factor Converg.
 DH6228;SPC OH S     -   144,446.979   634,691.541   MT  0.99993697   +0 15 18.7
 DH6228;UTM  17      - 4,350,695.839   405,342.329   MT  0.99971032   -0 41 43.4
 DH6228
 DH6228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6228!SPC OH S     -   0.99997093  x   0.99993697  =   0.99990790
 DH6228!UTM  17      -   0.99997093  x   0.99971032  =   0.99968126
 DH6228
 DH6228                          SUPERSEDED SURVEY CONTROL
 DH6228
 DH6228.No superseded survey control is available for this station.
 DH6228
 DH6228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0534250696(NAD 83)
 DH6228_MARKER: DD = SURVEY DISK
 DH6228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6228_STAMPING: ATHENS COUNTY 01-110 2001
 DH6228_PROJECTION: FLUSH
 DH6228_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6228+STABILITY: SURFACE MOTION
 DH6228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6228+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6228
 DH6228  HISTORY     - Date     Condition        Report By
 DH6228  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6228
 DH6228                          STATION DESCRIPTION
 DH6228
 DH6228'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6228'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6228'COUNTY, ATHENS TOWNSHIP ALONG U.S. 33 TO REACH THE MARK FROM THE
 DH6228'INTERSECTION OF U.S. 33 AND U.S. 50, PRECEED SOUTH EAST ALONG  U.S. 33
 DH6228'FOR APROXIMATELY 0.60 KM (0.38 MI) TO THE INTERESECTION OF U.S. 33 AND
 DH6228'FAR HILLS DRIVE TO THE  LEFT. THE  MARK IS LOCATED IN A GRASS LAWN,
 DH6228'1.07 M (3.5 FT) EAST OF A 4-INCH CONCRETE CURB, 3.35 M (11 FT)  SOUTH
 DH6228'WEST OF A LIGHT POLE, 3.66 M (12 FT) NORTH OF A STOP SIGN, AND 3.96 M
 DH6228'(13 FT) SOUTH EAST OF A  SANITARY  MANHOLE. THE MARK IS A BRASS TABLET
 DH6228'STAMPED ATHENS COUNTY 01-111 2001, SET ATOP A CONCRETE POST  FLUSH
 DH6228'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6230 ***********************************************************************
 DH6230  DESIGNATION -  01 111
 DH6230  PID         -  DH6230
 DH6230  STATE/COUNTY-  OH/ATHENS
 DH6230  USGS QUAD   -  JACKSONVILLE (1995)
 DH6230
 DH6230                         *CURRENT SURVEY CONTROL
 DH6230  ___________________________________________________________________
 DH6230* NAD 83(1995)-  39 22 37.83041(N)    082 05 39.72740(W)     ADJUSTED  
 DH6230* NAVD 88     -       210.0    (meters)     689.     (feet)  GPS OBS   
 DH6230  ___________________________________________________________________
 DH6230  X           -     679,044.950 (meters)                     COMP
 DH6230  Y           -  -4,890,082.861 (meters)                     COMP
 DH6230  Z           -   4,024,883.527 (meters)                     COMP
 DH6230  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 DH6230  ELLIP HEIGHT-         175.83  (meters)          (11/14/05) GPS OBS
 DH6230  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DH6230
 DH6230  HORZ ORDER  -  FIRST
 DH6230  ELLP ORDER  -  FOURTH    CLASS II
 DH6230
 DH6230.The horizontal coordinates were established by GPS observations
 DH6230.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6230
 DH6230.The orthometric height was determined by GPS observations and a
 DH6230.high-resolution geoid model.
 DH6230
 DH6230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6230
 DH6230.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6230
 DH6230.The ellipsoidal height was determined by GPS observations
 DH6230.and is referenced to NAD 83.
 DH6230
 DH6230.The geoid height was determined by GEOID03.
 DH6230
 DH6230;                    North         East     Units Scale Factor Converg.
 DH6230;SPC OH S     -   152,963.119   634,948.703   MT  0.99993592   +0 15 26.6
 DH6230;UTM  17      - 4,359,204.610   405,740.733   MT  0.99970939   -0 41 39.6
 DH6230
 DH6230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6230!SPC OH S     -   0.99997241  x   0.99993592  =   0.99990834
 DH6230!UTM  17      -   0.99997241  x   0.99970939  =   0.99968181
 DH6230
 DH6230                          SUPERSEDED SURVEY CONTROL
 DH6230
 DH6230.No superseded survey control is available for this station.
 DH6230
 DH6230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0574159205(NAD 83)
 DH6230_MARKER: DD = SURVEY DISK
 DH6230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6230_STAMPING: ATHENS COUNTY 01-111 2001
 DH6230_PROJECTION: FLUSH
 DH6230_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6230+STABILITY: SURFACE MOTION
 DH6230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6230+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6230
 DH6230  HISTORY     - Date     Condition        Report By
 DH6230  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6230
 DH6230                          STATION DESCRIPTION
 DH6230
 DH6230'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6230'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6230'COUNTY, DOVER TOWNSHIP ALONG TOWNSHIP ROAD 322. TO REACH THE MARK FROM
 DH6230'THE INTERSECTION OF STATE ROUTES 13 AND 550, PRECEED NORTH  EAST ALONG
 DH6230'STATE ROUTE 550 FOR APPROXAMITELY 1.93 KM (1.2 MI) TO THE INTERSECTION
 DH6230'OF STATE ROUTE 550  AND  ALDERMAN ROAD, TURN LEFT AND CONTINUE ON
 DH6230'ALDERMAN ROAD FOR APPROXIMATELY 0.16 KM (0.1  MI) TO  THE INTERSECTION
 DH6230'OF ALDERMAN ROAD AND TOWNSHIP ROAD 322, TURN RIGHT AND CONTINUE FOR
 DH6230'106.70 M  (350 FT) TO THE MARK ON THE RIGHT. THE MARK IS LOCATED 6.15
 DH6230'M (20.2 FT) EAST OF CENTERLINE TOWNSHIP ROAD 322, 1.55 M (5.1 FT)
 DH6230'SOUTH OF A  P0WER POLE, AND 13.63 M (44.7 FT) NORTH EAST OF A GATE
 DH6230'POST LEADING TO A CEMETARY. THE MARK IS A BRASS TABLET STAMPED ATHENS
 DH6230'COUNTY 01-111 2001, SET ATOP A CONCRETE POST  FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6231 ***********************************************************************
 DH6231  DESIGNATION -  01 112
 DH6231  PID         -  DH6231
 DH6231  STATE/COUNTY-  OH/ATHENS
 DH6231  USGS QUAD   -  SHADE (1992)
 DH6231
 DH6231                         *CURRENT SURVEY CONTROL
 DH6231  ___________________________________________________________________
 DH6231* NAD 83(1995)-  39 14 50.70029(N)    082 01 15.64257(W)     ADJUSTED  
 DH6231* NAVD 88     -       223.9    (meters)     735.     (feet)  GPS OBS   
 DH6231  ___________________________________________________________________
 DH6231  X           -     686,573.687 (meters)                     COMP
 DH6231  Y           -  -4,898,258.863 (meters)                     COMP
 DH6231  Z           -   4,013,746.062 (meters)                     COMP
 DH6231  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DH6231  ELLIP HEIGHT-         189.73  (meters)          (11/14/05) GPS OBS
 DH6231  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DH6231
 DH6231  HORZ ORDER  -  FIRST
 DH6231  ELLP ORDER  -  FOURTH    CLASS II
 DH6231
 DH6231.The horizontal coordinates were established by GPS observations
 DH6231.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6231
 DH6231.The orthometric height was determined by GPS observations and a
 DH6231.high-resolution geoid model.
 DH6231
 DH6231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6231
 DH6231.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6231
 DH6231.The ellipsoidal height was determined by GPS observations
 DH6231.and is referenced to NAD 83.
 DH6231
 DH6231.The geoid height was determined by GEOID03.
 DH6231
 DH6231;                    North         East     Units Scale Factor Converg.
 DH6231;SPC OH S     -   138,589.228   641,345.402   MT  0.99993875   +0 18 14.1
 DH6231;UTM  17      - 4,344,729.946   411,896.588   MT  0.99969557   -0 38 45.6
 DH6231
 DH6231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6231!SPC OH S     -   0.99997023  x   0.99993875  =   0.99990899
 DH6231!UTM  17      -   0.99997023  x   0.99969557  =   0.99966581
 DH6231
 DH6231                          SUPERSEDED SURVEY CONTROL
 DH6231
 DH6231.No superseded survey control is available for this station.
 DH6231
 DH6231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1189744730(NAD 83)
 DH6231_MARKER: DD = SURVEY DISK
 DH6231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6231_STAMPING: ATHENS COUNTY 01-112 2001
 DH6231_PROJECTION: FLUSH
 DH6231_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6231+STABILITY: SURFACE MOTION
 DH6231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6231+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6231
 DH6231  HISTORY     - Date     Condition        Report By
 DH6231  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6231
 DH6231                          STATION DESCRIPTION
 DH6231
 DH6231'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6231'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6231'COUNTY, LODI TOWNSHIP ALONG FOSSIL ROCK ROAD (COUNTY  ROAD 42) TO
 DH6231'REACH THE MARK FROM THE INTERSECTION OF U.S. 50 AND STATE ROUTE 33 IN
 DH6231'THE TOWN OF  ATHENS,  PRECEED SOUTH EAST ALONG STATE ROUTE 33 FOR
 DH6231'APPROXIMATELY 10.62 KM (6.6 MI) TO THE  INTERSECTION  OF STATE ROUTE
 DH6231'33 AND SHADE ROAD (COUNTY ROAD 44) IN THE TOWN OF SHADE. TURN LEFT
 DH6231'ONTO  SHADE  ROAD (COUNTY ROAD 44) AND CONTINUE FOR APPROXIMATELY 0.80
 DH6231'KM (0.5 MI) TO THE INTERSECTION  OF  SHADE ROAD AND FOSSIL ROCK ROAD
 DH6231'(COUNTY ROAD 42), TURN LEFT AND CONTINUE ON FOSSIL  ROCK ROAD  FOR
 DH6231'APPROXIMATELY 2.41 KM (1.5 MI) TO THE INTERSECTION OF FOSSIL ROCK ROAD
 DH6231'AND LONG RUN  ROAD  (COUNTY ROAD 25), AND THE MARK TO THE NORTH EAST.
 DH6231'THE MARK IS LOCATED 3.35 M (11 FT) NORTH EAST OF THE INTERSECTION OF
 DH6231'CENTERLINES OF FOSSIL  ROAD  AND LONG RUN ROAD, 3.66 M (12 FT) WEST OF
 DH6231'CENTERLINE OF DRIVE 3796, 2.44 M (8 FT) EAST OF  CENTERLINE  DRIVE.
 DH6231'THE MARK IS A BRASS TABLET STAMPED ATHENS COUNTY 01-112 2001, SET ATOP
 DH6231'A CONCRETE POST  FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6229 ***********************************************************************
 DH6229  DESIGNATION -  01 113
 DH6229  PID         -  DH6229
 DH6229  STATE/COUNTY-  OH/ATHENS
 DH6229  USGS QUAD   -  STEWART (1994)
 DH6229
 DH6229                         *CURRENT SURVEY CONTROL
 DH6229  ___________________________________________________________________
 DH6229* NAD 83(1995)-  39 18 13.99361(N)    081 56 51.62146(W)     ADJUSTED  
 DH6229* NAVD 88     -       194.4    (meters)     638.     (feet)  GPS OBS   
 DH6229  ___________________________________________________________________
 DH6229  X           -     692,283.776 (meters)                     COMP
 DH6229  Y           -  -4,893,423.527 (meters)                     COMP
 DH6229  Z           -   4,018,580.650 (meters)                     COMP
 DH6229  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 DH6229  ELLIP HEIGHT-         160.14  (meters)          (11/14/05) GPS OBS
 DH6229  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DH6229
 DH6229  HORZ ORDER  -  FIRST
 DH6229  ELLP ORDER  -  FOURTH    CLASS II
 DH6229
 DH6229.The horizontal coordinates were established by GPS observations
 DH6229.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6229
 DH6229.The orthometric height was determined by GPS observations and a
 DH6229.high-resolution geoid model.
 DH6229
 DH6229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6229
 DH6229.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6229
 DH6229.The ellipsoidal height was determined by GPS observations
 DH6229.and is referenced to NAD 83.
 DH6229
 DH6229.The geoid height was determined by GEOID03.
 DH6229
 DH6229;                    North         East     Units Scale Factor Converg.
 DH6229;SPC OH S     -   144,894.253   647,637.492   MT  0.99993689   +0 21 01.7
 DH6229;UTM  17      - 4,350,928.199   418,290.796   MT  0.99968220   -0 36 01.2
 DH6229
 DH6229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6229!SPC OH S     -   0.99997488  x   0.99993689  =   0.99991177
 DH6229!UTM  17      -   0.99997488  x   0.99968220  =   0.99965708
 DH6229
 DH6229                          SUPERSEDED SURVEY CONTROL
 DH6229
 DH6229.No superseded survey control is available for this station.
 DH6229
 DH6229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1829150928(NAD 83)
 DH6229_MARKER: DD = SURVEY DISK
 DH6229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6229_STAMPING: ATHENS COUNTY 01-113 2001
 DH6229_PROJECTION: FLUSH
 DH6229_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6229+STABILITY: SURFACE MOTION
 DH6229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6229+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6229
 DH6229  HISTORY     - Date     Condition        Report By
 DH6229  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6229
 DH6229                          STATION DESCRIPTION
 DH6229
 DH6229'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6229'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6229'COUNTY, ROME TOWNSHIP ALONG TOWNSHIP ROAD 129. TO REACH THE MARK FROM
 DH6229'THE INTERSECTION OF U.S. 50 AND STATE ROUTE 329, PROCEED SOUTH  ON
 DH6229'U.S. 50  FOR APPROXIMATELY 0.80 KM (0.5 MI) TO THE INTERSECTION OF
 DH6229'U.S. 50 AND TOWNSHIP ROAD 129,  TURN RIGHT  ONTO TOWNSHIP ROAD 129 AND
 DH6229'CONTINUE FOR APPROXIMATELY 3.54 KM (2.2 MI) TO A FIELD DRIVE  LEADING
 DH6229'TO  PAIR OF BARNS AND THE MARK ON THE RIGHT. THE MARK IS LOCATED 3.05
 DH6229'M (10 FT) SOUTH OF THE EDGE OF TOWNSHIP ROAD 129, 2.44 M (8 FT)  SOUTH
 DH6229'WEST  OF A CULVERT (UNDER FIELD DRIVE LEADING TO BARNS). THE MARK IS A
 DH6229'BRASS TABLET STAMPED ATHENS COUNTY 01-113 2001, SET ATOP A CONCRETE
 DH6229'POST  FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6232 ***********************************************************************
 DH6232  DESIGNATION -  01 114
 DH6232  PID         -  DH6232
 DH6232  STATE/COUNTY-  OH/ATHENS
 DH6232  USGS QUAD   -  STEWART (1994)
 DH6232
 DH6232                         *CURRENT SURVEY CONTROL
 DH6232  ___________________________________________________________________
 DH6232* NAD 83(1995)-  39 20 56.85652(N)    081 58 03.49562(W)     ADJUSTED  
 DH6232* NAVD 88     -       210.7    (meters)     691.     (feet)  GPS OBS   
 DH6232  ___________________________________________________________________
 DH6232  X           -     690,135.575 (meters)                     COMP
 DH6232  Y           -  -4,890,525.096 (meters)                     COMP
 DH6232  Z           -   4,022,476.305 (meters)                     COMP
 DH6232  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DH6232  ELLIP HEIGHT-         176.46  (meters)          (11/14/05) GPS OBS
 DH6232  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 DH6232
 DH6232  HORZ ORDER  -  FIRST
 DH6232  ELLP ORDER  -  FOURTH    CLASS II
 DH6232
 DH6232.The horizontal coordinates were established by GPS observations
 DH6232.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6232
 DH6232.The orthometric height was determined by GPS observations and a
 DH6232.high-resolution geoid model.
 DH6232
 DH6232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6232
 DH6232.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6232
 DH6232.The ellipsoidal height was determined by GPS observations
 DH6232.and is referenced to NAD 83.
 DH6232
 DH6232.The geoid height was determined by GEOID03.
 DH6232
 DH6232;                    North         East     Units Scale Factor Converg.
 DH6232;SPC OH S     -   149,906.094   645,885.945   MT  0.99993610   +0 20 16.1
 DH6232;UTM  17      - 4,355,967.149   416,623.101   MT  0.99968559   -0 36 48.8
 DH6232
 DH6232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6232!SPC OH S     -   0.99997232  x   0.99993610  =   0.99990842
 DH6232!UTM  17      -   0.99997232  x   0.99968559  =   0.99965791
 DH6232
 DH6232                          SUPERSEDED SURVEY CONTROL
 DH6232
 DH6232.No superseded survey control is available for this station.
 DH6232
 DH6232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1662355967(NAD 83)
 DH6232_MARKER: DD = SURVEY DISK
 DH6232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6232_STAMPING: ATHENS COUNTY 01-114 2001
 DH6232_PROJECTION: FLUSH
 DH6232_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6232+STABILITY: SURFACE MOTION
 DH6232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6232+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6232
 DH6232  HISTORY     - Date     Condition        Report By
 DH6232  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6232
 DH6232                          STATION DESCRIPTION
 DH6232
 DH6232'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6232'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6232'COUNTY, CANAAN TOWNSHIP ALONG MUSH RUN ROAD (COUNTY  ROAD 34) TO REACH
 DH6232'THE MARK FROM THE INTERSECTION OF U.S. 50 AND STATE ROUTE 690, PROCEED
 DH6232'NORTH  EAST ON  STATE ROUTE 690 FOR APPROXIMATELY 4.67 KM (2.9 MI) TO
 DH6232'THE INTERSECTION OF STATE ROUTE 690  AND MUSH  RUN ROAD (COUNTY ROAD
 DH6232'34), TURN RIGHT ONTO MUSH RUN ROAD AND CONTINUE FOR  APPROXIMATELY
 DH6232'1.93  KM (1.2 MI) TO THE INTERSECTION OF MUSH RUN ROAD AND TOWNSHIP
 DH6232'ROAD 221 AND THE STATION  ON THE  RIGHT. THE MARK IS LOCATED 12.20 M
 DH6232'(40 FT) NORTH WEST OF CENTERLINE OF TOWNSHIP ROAD 221, 17.38  (57 FT)
 DH6232'NORTH WEST OF A STOP SIGN, 5.67 M (18.6 FT) SOUTH WEST OF CENTERLINE
 DH6232'OF MUSH RUN ROAD,  14.70 M (48.2  FT) NORTH WEST OF A MUSH RUN ROAD
 DH6232'SIGN. THE MARK IS A BRASS TABLET STAMPED ATHENS COUNTY 01-114 2001,
 DH6232'SET ATOP A CONCRETE POST  FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6233 ***********************************************************************
 DH6233  DESIGNATION -  01 115
 DH6233  PID         -  DH6233
 DH6233  STATE/COUNTY-  OH/ATHENS
 DH6233  USGS QUAD   -  AMESVILLE (1994)
 DH6233
 DH6233                         *CURRENT SURVEY CONTROL
 DH6233  ___________________________________________________________________
 DH6233* NAD 83(1995)-  39 24 12.30949(N)    081 57 34.89820(W)     ADJUSTED  
 DH6233* NAVD 88     -       193.3    (meters)     634.     (feet)  GPS OBS   
 DH6233  ___________________________________________________________________
 DH6233  X           -     690,276.849 (meters)                     COMP
 DH6233  Y           -  -4,886,629.504 (meters)                     COMP
 DH6233  Z           -   4,027,124.777 (meters)                     COMP
 DH6233  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DH6233  ELLIP HEIGHT-         159.06  (meters)          (11/14/05) GPS OBS
 DH6233  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DH6233
 DH6233  HORZ ORDER  -  FIRST
 DH6233  ELLP ORDER  -  FOURTH    CLASS II
 DH6233
 DH6233.The horizontal coordinates were established by GPS observations
 DH6233.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6233
 DH6233.The orthometric height was determined by GPS observations and a
 DH6233.high-resolution geoid model.
 DH6233
 DH6233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6233
 DH6233.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6233
 DH6233.The ellipsoidal height was determined by GPS observations
 DH6233.and is referenced to NAD 83.
 DH6233
 DH6233.The geoid height was determined by GEOID03.
 DH6233
 DH6233;                    North         East     Units Scale Factor Converg.
 DH6233;SPC OH S     -   155,937.364   646,534.566   MT  0.99993596   +0 20 34.2
 DH6233;UTM  17      - 4,361,985.302   417,371.622   MT  0.99968406   -0 36 33.2
 DH6233
 DH6233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6233!SPC OH S     -   0.99997505  x   0.99993596  =   0.99991101
 DH6233!UTM  17      -   0.99997505  x   0.99968406  =   0.99965911
 DH6233
 DH6233                          SUPERSEDED SURVEY CONTROL
 DH6233
 DH6233.No superseded survey control is available for this station.
 DH6233
 DH6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1737261985(NAD 83)
 DH6233_MARKER: DD = SURVEY DISK
 DH6233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6233_STAMPING: ATHENS COUNTY 01-115 2001
 DH6233_PROJECTION: FLUSH
 DH6233_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6233+STABILITY: SURFACE MOTION
 DH6233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6233+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6233
 DH6233  HISTORY     - Date     Condition        Report By
 DH6233  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6233
 DH6233                          STATION DESCRIPTION
 DH6233
 DH6233'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6233'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6233'COUNTY, AMES TOWNSHIP ALONG STATE ROUTE 329, JUST NORTH  OF THE  TOWN
 DH6233'OF AMESVILLE. TO REACH THE MARK FROM THE INTERSECTION OF STATE ROUTES
 DH6233'329 AND 550 IN THE TOWN OF  AMESVILLE,  PROCEED NORTH WEST ALONG STATE
 DH6233'ROUTE 329 FOR APPROXIMATELY 0.38 KM (.24 MI) TO THE MARK  ON THE
 DH6233'LEFT. THE MARK IS LOCATED 6.70 M (22 FT) WEST OF THE EDGE OF PAVEMENT
 DH6233'OF STATE ROUTE 329, 12.20 M  (40 FT)  SOUTH EAST OF THE END OF A
 DH6233'GAURDRAIL, 16.77 M (55 FT) NORTH WEST OF A SPEED LIMIT SIGN, AND
 DH6233'13.72 M (45  FT) SOUTH EAST OF A POLE WITH A LIGHT. THE MARK IS A
 DH6233'BRASS TABLET STAMPED ATHENS COUNTY 01-115 2001, SET ATOP A CONCRETE
 DH6233'POST  FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6234 ***********************************************************************
 DH6234  DESIGNATION -  01 116
 DH6234  PID         -  DH6234
 DH6234  STATE/COUNTY-  OH/ATHENS
 DH6234  USGS QUAD   -  AMESVILLE (1994)
 DH6234
 DH6234                         *CURRENT SURVEY CONTROL
 DH6234  ___________________________________________________________________
 DH6234* NAD 83(1995)-  39 26 48.43026(N)    081 56 43.07861(W)     ADJUSTED  
 DH6234* NAVD 88     -       222.8    (meters)     731.     (feet)  GPS OBS   
 DH6234  ___________________________________________________________________
 DH6234  X           -     691,079.232 (meters)                     COMP
 DH6234  Y           -  -4,883,450.904 (meters)                     COMP
 DH6234  Z           -   4,030,862.810 (meters)                     COMP
 DH6234  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DH6234  ELLIP HEIGHT-         188.59  (meters)          (11/14/05) GPS OBS
 DH6234  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DH6234
 DH6234  HORZ ORDER  -  FIRST
 DH6234  ELLP ORDER  -  FOURTH    CLASS II
 DH6234
 DH6234.The horizontal coordinates were established by GPS observations
 DH6234.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6234
 DH6234.The orthometric height was determined by GPS observations and a
 DH6234.high-resolution geoid model.
 DH6234
 DH6234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6234
 DH6234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6234
 DH6234.The ellipsoidal height was determined by GPS observations
 DH6234.and is referenced to NAD 83.
 DH6234
 DH6234.The geoid height was determined by GEOID03.
 DH6234
 DH6234;                    North         East     Units Scale Factor Converg.
 DH6234;SPC OH S     -   160,759.230   647,744.706   MT  0.99993650   +0 21 07.1
 DH6234;UTM  17      - 4,366,785.172   418,661.410   MT  0.99968146   -0 36 02.3
 DH6234
 DH6234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6234!SPC OH S     -   0.99997041  x   0.99993650  =   0.99990692
 DH6234!UTM  17      -   0.99997041  x   0.99968146  =   0.99965188
 DH6234
 DH6234                          SUPERSEDED SURVEY CONTROL
 DH6234
 DH6234.No superseded survey control is available for this station.
 DH6234
 DH6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1866166785(NAD 83)
 DH6234_MARKER: DD = SURVEY DISK
 DH6234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6234_STAMPING: ATHENS COUNTY 01-116 2001
 DH6234_PROJECTION: FLUSH
 DH6234_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6234+STABILITY: SURFACE MOTION
 DH6234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6234+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2000
 DH6234
 DH6234  HISTORY     - Date     Condition        Report By
 DH6234  HISTORY     - 20001222 MONUMENTED       LOCSUR
 DH6234
 DH6234                          STATION DESCRIPTION
 DH6234
 DH6234'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6234'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6234'COUNTY, AMES TOWNSHIP ALONG LINSCOTT RUN ROAD  (TOWNSHIP ROAD  343) TO
 DH6234'REACH THE MARK FROM THE INTERSECTION OF STATE ROUTES 329 AND 550 IN
 DH6234'THE TOWN OF  AMESVILLE,  PROCEED NORTH WEST FOR APPROXIMATELY 1.13 KM
 DH6234'(0.7 MI) TO THE INTERSECTION OF STATE  ROUTE 329 AND  LINSCOTT RUN
 DH6234'ROAD (COUNTY ROAD 41), TURN RIGHT ONTO LINSCOTT RUN ROAD AND CONTINUE
 DH6234'FOR  APPROXIMATELY 4.83 KM (3 MI) UNTIL THE ROAD BECOMES IMPASSABLE
 DH6234'AND THE MARK ON THE LEFT.  (LINSCOTT RUN ROAD COUNTY ROAD 41 BECOMES
 DH6234'TOWNSHIP ROAD 343 APPROXIMATELY 2.41 KM (1.5  MI) FROM  STATE ROUTE
 DH6234'329.) THE MARK IS LOCATED 5 M (16.4 FT) WEST OF CENTERLINE OF LINSCOTT
 DH6234'RUN ROAD, 8.75 M (28.7 FT)  NORTH OF A  PRIVATE GRAVEL DRIVE NUMBER
 DH6234'17525, 9.94 M (32.6 FT) SOUTH OF A POWER POLE, 19.57 M (64.2 FT)
 DH6234'NORTH WEST  OF MAILBOX NUMBER 17525. THE MARK IS A BRASS TABLET
 DH6234'STAMPED ATHENS COUNTY 01-116 2001, SET ATOP A CONCRETE POST  FLUSH
 DH6234'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6235 ***********************************************************************
 DH6235  DESIGNATION -  01 117
 DH6235  PID         -  DH6235
 DH6235  STATE/COUNTY-  OH/ATHENS
 DH6235  USGS QUAD   -  CHESTERHILL (1994)
 DH6235
 DH6235                         *CURRENT SURVEY CONTROL
 DH6235  ___________________________________________________________________
 DH6235* NAD 83(1995)-  39 26 55.59409(N)    081 50 36.57751(W)     ADJUSTED  
 DH6235* NAVD 88     -       278.7    (meters)     914.     (feet)  GPS OBS   
 DH6235  ___________________________________________________________________
 DH6235  X           -     699,741.490 (meters)                     COMP
 DH6235  Y           -  -4,882,119.007 (meters)                     COMP
 DH6235  Z           -   4,031,068.925 (meters)                     COMP
 DH6235  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DH6235  ELLIP HEIGHT-         244.47  (meters)          (11/14/05) GPS OBS
 DH6235  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 DH6235
 DH6235  HORZ ORDER  -  FIRST
 DH6235  ELLP ORDER  -  FOURTH    CLASS II
 DH6235
 DH6235.The horizontal coordinates were established by GPS observations
 DH6235.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6235
 DH6235.The orthometric height was determined by GPS observations and a
 DH6235.high-resolution geoid model.
 DH6235
 DH6235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6235
 DH6235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6235
 DH6235.The ellipsoidal height was determined by GPS observations
 DH6235.and is referenced to NAD 83.
 DH6235
 DH6235.The geoid height was determined by GEOID03.
 DH6235
 DH6235;                    North         East     Units Scale Factor Converg.
 DH6235;SPC OH S     -   161,038.912   656,505.690   MT  0.99993654   +0 24 59.6
 DH6235;UTM  17      - 4,366,919.131   427,423.523   MT  0.99966485   -0 32 09.5
 DH6235
 DH6235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6235!SPC OH S     -   0.99996165  x   0.99993654  =   0.99989819
 DH6235!UTM  17      -   0.99996165  x   0.99966485  =   0.99962651
 DH6235
 DH6235                          SUPERSEDED SURVEY CONTROL
 DH6235
 DH6235.No superseded survey control is available for this station.
 DH6235
 DH6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2742466919(NAD 83)
 DH6235_MARKER: DD = SURVEY DISK
 DH6235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6235_STAMPING: ATHENS COUNTY 01-117 2001
 DH6235_PROJECTION: FLUSH
 DH6235_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6235+STABILITY: SURFACE MOTION
 DH6235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6235+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6235
 DH6235  HISTORY     - Date     Condition        Report By
 DH6235  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6235
 DH6235                          STATION DESCRIPTION
 DH6235
 DH6235'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6235'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6235'COUNTY, BERN TOWNSHIP ALONG TOWNSHIP ROAD 209. TO REACH THE MARK FROM
 DH6235'THE INTERSECTION OF STATE ROUTES 377 AND 550, PROCEED EAST  ALONG
 DH6235'STATE  ROUTE 550 FOR APPROXIMATELY 4.19 KM (2.6 MI) TO THE
 DH6235'INTERSECTION OF STATE ROUTE 550 AND  PLANTSVILLE  ROAD (COUNTY ROAD
 DH6235'51), TURN LEFT AND CONTINUE ON PLANTSVILLE ROAD FOR APPROXIMATELY
 DH6235'2.90 KM (1.8  MI) TO THE INTERSECTION OF PLANTSVILLE ROAD AND COUNTY
 DH6235'ROAD 59, TURN RIGHT AND CONTINUE  ON  COUNTY ROAD 59 FOR APPROXIMATELY
 DH6235'2.74 KM (1.7 MI) TO THE MARK ON THE LEFT. (COUNTY ROAD 59  BECOMES
 DH6235'TOWNSHIP ROAD 209 AT THE MORGAN-ATHENS COUNTY LINE.) THE MARK IS
 DH6235'LOCATED 5.70 M (18.70 FT) NORTH OF CENTERLINE TOWNSHIP ROAD 209, 7.74
 DH6235'M (25.50 FT)  WEST OF  A POWER POLE, 18.45 M (60.50 FT) NORTH WEST OF
 DH6235'ADDRESS SIGN NUMBER 3199. THE MARK IS A BRASS TABLET STAMPED ATHENS
 DH6235'COUNTY 01-117 2001, SET ATOP A CONCRETE POST  FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6236 ***********************************************************************
 DH6236  DESIGNATION -  01 118
 DH6236  PID         -  DH6236
 DH6236  STATE/COUNTY-  OH/ATHENS
 DH6236  USGS QUAD   -  CHESTERHILL (1994)
 DH6236
 DH6236                         *CURRENT SURVEY CONTROL
 DH6236  ___________________________________________________________________
 DH6236* NAD 83(1995)-  39 22 58.93801(N)    081 51 01.42701(W)     ADJUSTED  
 DH6236* NAVD 88     -       294.2    (meters)     965.     (feet)  GPS OBS   
 DH6236  ___________________________________________________________________
 DH6236  X           -     699,811.954 (meters)                     COMP
 DH6236  Y           -  -4,886,802.546 (meters)                     COMP
 DH6236  Z           -   4,025,440.026 (meters)                     COMP
 DH6236  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DH6236  ELLIP HEIGHT-         259.88  (meters)          (11/14/05) GPS OBS
 DH6236  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DH6236
 DH6236  HORZ ORDER  -  FIRST
 DH6236  ELLP ORDER  -  FOURTH    CLASS II
 DH6236
 DH6236.The horizontal coordinates were established by GPS observations
 DH6236.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6236
 DH6236.The orthometric height was determined by GPS observations and a
 DH6236.high-resolution geoid model.
 DH6236
 DH6236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6236
 DH6236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6236
 DH6236.The ellipsoidal height was determined by GPS observations
 DH6236.and is referenced to NAD 83.
 DH6236
 DH6236.The geoid height was determined by GEOID03.
 DH6236
 DH6236;                    North         East     Units Scale Factor Converg.
 DH6236;SPC OH S     -   153,736.834   655,964.089   MT  0.99993591   +0 24 43.9
 DH6236;UTM  17      - 4,359,629.035   426,760.834   MT  0.99966604   -0 32 22.6
 DH6236
 DH6236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6236!SPC OH S     -   0.99995923  x   0.99993591  =   0.99989514
 DH6236!UTM  17      -   0.99995923  x   0.99966604  =   0.99962528
 DH6236
 DH6236                          SUPERSEDED SURVEY CONTROL
 DH6236
 DH6236.No superseded survey control is available for this station.
 DH6236
 DH6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2676159629(NAD 83)
 DH6236_MARKER: DD = SURVEY DISK
 DH6236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6236_STAMPING: ATHENS COUNTY 01-118 2001
 DH6236_PROJECTION: FLUSH
 DH6236_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6236+STABILITY: SURFACE MOTION
 DH6236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6236+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6236
 DH6236  HISTORY     - Date     Condition        Report By
 DH6236  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6236
 DH6236                          STATION DESCRIPTION
 DH6236
 DH6236'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6236'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6236'COUNTY, BERN TOWNSHIP ALONG MAYLE RIDGE ROAD (COUNTY  ROAD 38). TO
 DH6236'REACH THE MARK FROM THE INTERSECTION OF STATE ROUTES 550 AND 329,
 DH6236'PROCEED SOUTH  EAST ON  STATE ROUTE 329 FOR APPROXIMATELY 6.92 KM (4.3
 DH6236'MI) TO THE INTERSECTION OF STATE ROUTE 329  AND  MAYLES RIDGE ROAD
 DH6236'(COUNTY ROAD 38),TURN LEFT ONTO MAYLES RIDGE ROAD AND CONTINUE  NORTH
 DH6236'EAST  FOR APPROXIMATELY 3.22 KM (2 MI) TO RESIDENCE NUMBER 22988 AND
 DH6236'THE MARK ON THE LEFT. THE MARK IS LOCATED 2.13 (7 FT) NORTH OF EDGE OF
 DH6236'PAVEMENT OF MAYLE RIDGE ROAD, 41.16 M (135  FT) WEST  OF MAILBOX
 DH6236'NUMBER 22988, AND 6.40 (21 FT) SOUTH EAST OF FENCE CORNER. THE MARK IS
 DH6236'A BRASS TABLET STAMPED ATHENS COUNTY 01-118 2001, SET ATOP A CONCRETE
 DH6236'POST  FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6237 ***********************************************************************
 DH6237  DESIGNATION -  01 119
 DH6237  PID         -  DH6237
 DH6237  STATE/COUNTY-  OH/WASHINGTON
 DH6237  USGS QUAD   -  CUTLER (1994)
 DH6237
 DH6237                         *CURRENT SURVEY CONTROL
 DH6237  ___________________________________________________________________
 DH6237* NAD 83(1995)-  39 18 04.86927(N)    081 48 58.74968(W)     ADJUSTED  
 DH6237* NAVD 88     -       271.8    (meters)     892.     (feet)  GPS OBS   
 DH6237  ___________________________________________________________________
 DH6237  X           -     703,534.236 (meters)                     COMP
 DH6237  Y           -  -4,892,059.201 (meters)                     COMP
 DH6237  Z           -   4,018,411.859 (meters)                     COMP
 DH6237  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 DH6237  ELLIP HEIGHT-         237.43  (meters)          (11/14/05) GPS OBS
 DH6237  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DH6237
 DH6237  HORZ ORDER  -  FIRST
 DH6237  ELLP ORDER  -  FOURTH    CLASS II
 DH6237
 DH6237.The horizontal coordinates were established by GPS observations
 DH6237.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6237
 DH6237.The orthometric height was determined by GPS observations and a
 DH6237.high-resolution geoid model.
 DH6237
 DH6237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6237
 DH6237.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6237
 DH6237.The ellipsoidal height was determined by GPS observations
 DH6237.and is referenced to NAD 83.
 DH6237
 DH6237.The geoid height was determined by GEOID03.
 DH6237
 DH6237;                    North         East     Units Scale Factor Converg.
 DH6237;SPC OH S     -   144,690.428   658,968.469   MT  0.99993695   +0 26 01.7
 DH6237;UTM  17      - 4,350,536.475   429,613.823   MT  0.99966100   -0 31 01.5
 DH6237
 DH6237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6237!SPC OH S     -   0.99996275  x   0.99993695  =   0.99989970
 DH6237!UTM  17      -   0.99996275  x   0.99966100  =   0.99962376
 DH6237
 DH6237                          SUPERSEDED SURVEY CONTROL
 DH6237
 DH6237.No superseded survey control is available for this station.
 DH6237
 DH6237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2961450536(NAD 83)
 DH6237_MARKER: DD = SURVEY DISK
 DH6237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6237_STAMPING: ATHENS COUNTY 01-119 2001
 DH6237_PROJECTION: FLUSH
 DH6237_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6237+STABILITY: SURFACE MOTION
 DH6237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6237+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6237
 DH6237  HISTORY     - Date     Condition        Report By
 DH6237  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6237
 DH6237                          STATION DESCRIPTION
 DH6237
 DH6237'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6237'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN WASHINGTON
 DH6237'COUNTY, ALONG FEDERAL CREEK ROAD (COUNTY ROAD 26). TO REACH THE MARK
 DH6237'FROM THE INTERSECTION OF U.S. 50 AND STATE ROUTE 144 BOTH IN ATHENS
 DH6237'COUNTY IN  THE TOWN OF COOLVILLE, PROCEED NORTH WEST FOR APPROXIMATELY
 DH6237'6.44 KM (4 MI) ON STATE  ROUTE 144 TO  THE INTERSECTION OF TOWNSHIP
 DH6237'ROAD 574, TURN RIGHT ONTO TOWNSHIP ROAD 574 AND  CONTINUE FOR
 DH6237'APPROXIMATELY 3.06 KM (1.9 MI) TO THE INTERSECTION OF TOWNSHIP ROAD
 DH6237'111 AND COUNTY ROAD  26,(TOWNSHIP ROAD 574 BECOMES TOWNSHIP ROAD 111
 DH6237'AT THE WASHINGTON-ATHENS COUNTY  LINE), TURN  LEFT ONTO COUNTY ROAD 26
 DH6237'AND CONTINUE FOR APPROXIMATELY 1.13 KM (0.7 MI) TO RESIDENT  NUMBER
 DH6237'6331  AND THE MARK ON THE LEFT. THE MARK IS LOCATED 4.24 M (13.9 FT)
 DH6237'WEST OF CENTERLINE COUNTY ROAD 26, 23.48 (77.0 FT) SOUTH  OF  RESIDENT
 DH6237'DRIVE NUMBER 6331, 20.37 (66.8 FT) NORTH OF A TELEPHONE POLE. THE MARK
 DH6237'IS A BRASS TABLET STAMPED ATHENS COUNTY 01-119 2001, SET ATOP A
 DH6237'CONCRETE POST  FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6238 ***********************************************************************
 DH6238  DESIGNATION -  01 120
 DH6238  PID         -  DH6238
 DH6238  STATE/COUNTY-  OH/ATHENS
 DH6238  USGS QUAD   -  COOLVILLE (1994)
 DH6238
 DH6238                         *CURRENT SURVEY CONTROL
 DH6238  ___________________________________________________________________
 DH6238* NAD 83(1995)-  39 14 49.28914(N)    081 50 57.59025(W)     ADJUSTED  
 DH6238* NAVD 88     -       270.8    (meters)     888.     (feet)  GPS OBS   
 DH6238  ___________________________________________________________________
 DH6238  X           -     701,256.775 (meters)                     COMP
 DH6238  Y           -  -4,896,242.736 (meters)                     COMP
 DH6238  Z           -   4,013,741.949 (meters)                     COMP
 DH6238  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DH6238  ELLIP HEIGHT-         236.50  (meters)          (11/14/05) GPS OBS
 DH6238  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DH6238
 DH6238  HORZ ORDER  -  FIRST
 DH6238  ELLP ORDER  -  FOURTH    CLASS II
 DH6238
 DH6238.The horizontal coordinates were established by GPS observations
 DH6238.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6238
 DH6238.The orthometric height was determined by GPS observations and a
 DH6238.high-resolution geoid model.
 DH6238
 DH6238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6238
 DH6238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6238
 DH6238.The ellipsoidal height was determined by GPS observations
 DH6238.and is referenced to NAD 83.
 DH6238
 DH6238.The geoid height was determined by GEOID03.
 DH6238
 DH6238;                    North         East     Units Scale Factor Converg.
 DH6238;SPC OH S     -   138,638.410   656,164.707   MT  0.99993877   +0 24 46.3
 DH6238;UTM  17      - 4,344,533.450   426,710.842   MT  0.99966613   -0 32 14.5
 DH6238
 DH6238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6238!SPC OH S     -   0.99996290  x   0.99993877  =   0.99990167
 DH6238!UTM  17      -   0.99996290  x   0.99966613  =   0.99962904
 DH6238
 DH6238                          SUPERSEDED SURVEY CONTROL
 DH6238
 DH6238.No superseded survey control is available for this station.
 DH6238
 DH6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2671144533(NAD 83)
 DH6238_MARKER: DD = SURVEY DISK
 DH6238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6238_STAMPING: ATHENS COUNTY 01-120 2001
 DH6238_PROJECTION: FLUSH
 DH6238_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6238+STABILITY: SURFACE MOTION
 DH6238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6238+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6238
 DH6238  HISTORY     - Date     Condition        Report By
 DH6238  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6238
 DH6238                          STATION DESCRIPTION
 DH6238
 DH6238'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6238'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6238'COUNTY, CARTHAGE TOWNSHIP ALONG TOWNSHIP ROAD 153. TO REACH THE MARK
 DH6238'FROM THE INTERSECTION OF U.S. 50 AND STATE ROUTE 7, PROCEED NORTH
 DH6238'WEST ON  U.S. 50 FOR APPROXIMATELY 5.31 KM (3.3 MI) TO THE
 DH6238'INTERSECTION OF U.S. 50 AND BRIMSTONE ROAD  (COUNTY  ROAD 56), TURN
 DH6238'RIGHT ONTO BRIMSTONE ROAD AND CONTINUE FOR APPROXIMATELY 3.54 KM (2.2
 DH6238'MI)  TO THE  INTERSECTION OF BRIMSTONE ROAD AND TOWNSHIP ROAD 153,
 DH6238'TURN LEFT ONTO TOWNSHIP ROAD  153 AND  CONTINUE FOR 91.46 M (300 FT)
 DH6238'AND THE MARK ON THE LEFT. THE MARK IS LOCATED 4.27 M (14 FT) SOUTH OF
 DH6238'CENTERLINE OF TOWNSHIP ROAD 153, 62.5 M (205 FT)  EAST OF  CENTERLINE
 DH6238'PRIVATE DRIVE NUMBER 23375,  0.91 M (3 FT) NORTH OF A 4 FT SPLIT RAIL
 DH6238'FENCE, AND  36.58 M (120  FT) SOUTH WEST OF A TELEPHONE POLE. THE MARK
 DH6238'IS A BRASS TABLET STAMPED ATHENS COUNTY 01-120 2001, SET ATOP A
 DH6238'CONCRETE POST  FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6239 ***********************************************************************
 DH6239  DESIGNATION -  01 121
 DH6239  PID         -  DH6239
 DH6239  STATE/COUNTY-  OH/ATHENS
 DH6239  USGS QUAD   -  LUBECK (1994)
 DH6239
 DH6239                         *CURRENT SURVEY CONTROL
 DH6239  ___________________________________________________________________
 DH6239* NAD 83(1995)-  39 11 16.62255(N)    081 44 58.77242(W)     ADJUSTED  
 DH6239* NAVD 88     -       180.4    (meters)     592.     (feet)  GPS OBS   
 DH6239  ___________________________________________________________________
 DH6239  X           -     710,358.209 (meters)                     COMP
 DH6239  Y           -  -4,899,049.965 (meters)                     COMP
 DH6239  Z           -   4,008,603.531 (meters)                     COMP
 DH6239  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 DH6239  ELLIP HEIGHT-         146.11  (meters)          (11/14/05) GPS OBS
 DH6239  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 DH6239
 DH6239  HORZ ORDER  -  FIRST
 DH6239  ELLP ORDER  -  FOURTH    CLASS II
 DH6239
 DH6239.The horizontal coordinates were established by GPS observations
 DH6239.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6239
 DH6239.The orthometric height was determined by GPS observations and a
 DH6239.high-resolution geoid model.
 DH6239
 DH6239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6239
 DH6239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6239
 DH6239.The ellipsoidal height was determined by GPS observations
 DH6239.and is referenced to NAD 83.
 DH6239
 DH6239.The geoid height was determined by GEOID03.
 DH6239
 DH6239;                    North         East     Units Scale Factor Converg.
 DH6239;SPC OH S     -   132,147.392   664,822.506   MT  0.99994175   +0 28 34.0
 DH6239;UTM  17      - 4,337,901.646   435,257.424   MT  0.99965161   -0 28 25.3
 DH6239
 DH6239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6239!SPC OH S     -   0.99997708  x   0.99994175  =   0.99991883
 DH6239!UTM  17      -   0.99997708  x   0.99965161  =   0.99962869
 DH6239
 DH6239                          SUPERSEDED SURVEY CONTROL
 DH6239
 DH6239.No superseded survey control is available for this station.
 DH6239
 DH6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3525737902(NAD 83)
 DH6239_MARKER: DD = SURVEY DISK
 DH6239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6239_STAMPING: ATHENS COUNTY 01-121 2001
 DH6239_PROJECTION: FLUSH
 DH6239_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6239+STABILITY: SURFACE MOTION
 DH6239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6239+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6239
 DH6239  HISTORY     - Date     Condition        Report By
 DH6239  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6239
 DH6239                          STATION DESCRIPTION
 DH6239
 DH6239'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (WDN)
 DH6239'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATD IN ATHENS
 DH6239'COUNTY, TROY TOWNSHIP IN THE TOWN OF HOCKINGPORT, ALONG  STATE  ROUTE
 DH6239'124. TO REACH THE MARK FROM THE INTERSECTION OF STATE ROUTES 124 AND
 DH6239'144, PROCEED EAST ON  STATE  ROUTE 124 FOR APPROXIMATELY 0.32 KM (0.2
 DH6239'MI) TO WHERE STATE ROUTE TURNS A SHARP LEFT,  AND THE  MARK ON THE
 DH6239'RIGHT. THE MARK IS LOCATED 2.13 M (7 FT) SOUTH OF THE EDGE OF PAVEMENT
 DH6239'OF STATE ROUTE 124, 13.41  SOUTH  WEST OF A NASSAU STREET SIGN, AND
 DH6239'36.59 M (120 FT) NORTH OF THE RIVER BANK. THE MARK IS A BRASS TABLET
 DH6239'STAMPED ATHENS COUNTY 01-121 2001, SET ATOP A CONCRETE POST  FLUSH
 DH6239'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2346 ***********************************************************************
 KZ2346  DESIGNATION -  02 0069
 KZ2346  PID         -  KZ2346
 KZ2346  STATE/COUNTY-  OH/DELAWARE
 KZ2346  USGS QUAD   -  DELAWARE (1973)
 KZ2346
 KZ2346                         *CURRENT SURVEY CONTROL
 KZ2346  ___________________________________________________________________
 KZ2346* NAD 83(1995)-  40 16 09.43419(N)    083 00 02.13661(W)     ADJUSTED  
 KZ2346* NAVD 88     -       289.5    (meters)     950.     (feet)  GPS OBS   
 KZ2346  ___________________________________________________________________
 KZ2346  X           -     593,895.842 (meters)                     COMP
 KZ2346  Y           -  -4,837,307.728 (meters)                     COMP
 KZ2346  Z           -   4,101,010.904 (meters)                     COMP
 KZ2346  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 KZ2346  ELLIP HEIGHT-         255.51  (meters)          (10/07/05) GPS OBS
 KZ2346  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KZ2346
 KZ2346  HORZ ORDER  -  FIRST
 KZ2346  ELLP ORDER  -  FOURTH    CLASS I
 KZ2346
 KZ2346.The horizontal coordinates were established by GPS observations
 KZ2346.and adjusted by the National Geodetic Survey in April 1998..
 KZ2346
 KZ2346.The orthometric height was determined by GPS observations and a
 KZ2346.high-resolution geoid model.
 KZ2346
 KZ2346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2346
 KZ2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2346
 KZ2346.The ellipsoidal height was determined by GPS observations
 KZ2346.and is referenced to NAD 83.
 KZ2346
 KZ2346.The geoid height was determined by GEOID03.
 KZ2346
 KZ2346;                    North         East     Units Scale Factor Converg.
 KZ2346;SPC OH N     -    67,042.030   557,419.508   MT  1.00003547   -0 19 43.9
 KZ2346;UTM  17      - 4,459,566.178   329,896.894   MT  0.99995620   -1 17 36.4
 KZ2346
 KZ2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2346!SPC OH N     -   0.99995992  x   1.00003547  =   0.99999539
 KZ2346!UTM  17      -   0.99995992  x   0.99995620  =   0.99991612
 KZ2346
 KZ2346:                Primary Azimuth Mark                     Grid Az
 KZ2346:SPC OH N     -  02 0070                                  003 43 05.2
 KZ2346:UTM  17      -  02 0070                                  004 40 57.7
 KZ2346
 KZ2346|---------------------------------------------------------------------|
 KZ2346| PID    Reference Object                     Distance      Geod. Az  |
 KZ2346|                                                           dddmmss.s |
 KZ2346| KZ2347 02 0070                             476.882 METERS 0032321.3 |
 KZ2346|---------------------------------------------------------------------|
 KZ2346
 KZ2346                          SUPERSEDED SURVEY CONTROL
 KZ2346
 KZ2346  ELLIP H (04/01/98)  255.53   (m)                       GP(       ) 4 1
 KZ2346  NAD 83(1986)-  40 16 09.44187(N)    083 00 02.14416(W) AD(       ) 1
 KZ2346
 KZ2346.Superseded values are not recommended for survey control.
 KZ2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2346.See file dsdata.txt to determine how the superseded data were derived.
 KZ2346
 KZ2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2989759566(NAD 83)
 KZ2346_MARKER: DE = TRAVERSE STATION DISK
 KZ2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2346_SP_SET: CONCRETE POST
 KZ2346_STAMPING: DELAWARE COUNTY ENGINEER 02-0069 1991
 KZ2346_MARK LOGO: DCE   
 KZ2346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2346+STABILITY: SURFACE MOTION
 KZ2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2346+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2346
 KZ2346  HISTORY     - Date     Condition        Report By
 KZ2346  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2346  HISTORY     - 20060311 POOR             USPSQD
 KZ2346
 KZ2346                          STATION DESCRIPTION
 KZ2346
 KZ2346'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2346'STATION IS LOCATED ON THE WEST SIDE OF ROLOSON ROAD, 155.0 FT
 KZ2346'(47.2 M) NORTH OF CENTERLINE OF CURVE ROAD, 12.4 FT (3.8 M) WEST OF
 KZ2346'WEST EDGE OF PAVEMENT OF SAID ROLOSON ROAD, 73.9 FT (22.5 M)
 KZ2346'SOUTHWEST OF A 12 IN. HACKBERRY TREE ON THE EAST SIDE OF SAID
 KZ2346'ROLOSON ROAD AND 125.3 FT (38.2 M) NORTHEAST OF A STOP SIGN ON
 KZ2346'ON THE NORTH SIDE OF CURVE ROAD.
 KZ2346'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2346'S.R. 37 FOR 3.89 MI (6.26 KM) TO ROLOSON ROAD. TURN RIGHT ON ROLOSON
 KZ2346'ROAD FOR 0.95 MI (1.53 KM) TO THE STATION.
 KZ2346
 KZ2346                          STATION RECOVERY (2006)
 KZ2346
 KZ2346'RECOVERY NOTE BY US POWER SQUADRON 2006 (LL)
 KZ2346'MARKER WAS FOUND 1 INCH BELOW GRADE. SITE NEEDS TO BE CLEANED-UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2347 ***********************************************************************
 KZ2347  DESIGNATION -  02 0070
 KZ2347  PID         -  KZ2347
 KZ2347  STATE/COUNTY-  OH/DELAWARE
 KZ2347  USGS QUAD   -  DELAWARE (1973)
 KZ2347
 KZ2347                         *CURRENT SURVEY CONTROL
 KZ2347  ___________________________________________________________________
 KZ2347* NAD 83(1995)-  40 16 24.86805(N)    083 00 00.94329(W)     ADJUSTED  
 KZ2347* NAVD 88     -       289.5    (meters)     950.     (feet)  GPS OBS   
 KZ2347  ___________________________________________________________________
 KZ2347  X           -     593,886.329 (meters)                     COMP
 KZ2347  Y           -  -4,836,998.874 (meters)                     COMP
 KZ2347  Z           -   4,101,374.159 (meters)                     COMP
 KZ2347  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 KZ2347  ELLIP HEIGHT-         255.54  (meters)          (10/07/05) GPS OBS
 KZ2347  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KZ2347
 KZ2347  HORZ ORDER  -  FIRST
 KZ2347  ELLP ORDER  -  FOURTH    CLASS I
 KZ2347
 KZ2347.The horizontal coordinates were established by GPS observations
 KZ2347.and adjusted by the National Geodetic Survey in April 1998..
 KZ2347
 KZ2347.The orthometric height was determined by GPS observations and a
 KZ2347.high-resolution geoid model.
 KZ2347
 KZ2347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2347
 KZ2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2347
 KZ2347.The ellipsoidal height was determined by GPS observations
 KZ2347.and is referenced to NAD 83.
 KZ2347
 KZ2347.The geoid height was determined by GEOID03.
 KZ2347
 KZ2347;                    North         East     Units Scale Factor Converg.
 KZ2347;SPC OH N     -    67,517.926   557,450.434   MT  1.00003444   -0 19 43.1
 KZ2347;UTM  17      - 4,460,041.447   329,935.824   MT  0.99995603   -1 17 36.1
 KZ2347
 KZ2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2347!SPC OH N     -   0.99995991  x   1.00003444  =   0.99999435
 KZ2347!UTM  17      -   0.99995991  x   0.99995603  =   0.99991595
 KZ2347
 KZ2347:                Primary Azimuth Mark                     Grid Az
 KZ2347:SPC OH N     -  02 0069                                  183 43 05.2
 KZ2347:UTM  17      -  02 0069                                  184 40 58.2
 KZ2347
 KZ2347|---------------------------------------------------------------------|
 KZ2347| PID    Reference Object                     Distance      Geod. Az  |
 KZ2347|                                                           dddmmss.s |
 KZ2347| KZ2346 02 0069                             476.882 METERS 1832322.1 |
 KZ2347|---------------------------------------------------------------------|
 KZ2347
 KZ2347                          SUPERSEDED SURVEY CONTROL
 KZ2347
 KZ2347  ELLIP H (04/01/98)  255.55   (m)                       GP(       ) 4 1
 KZ2347  NAD 83(1986)-  40 16 24.87572(N)    083 00 00.95081(W) AD(       ) 1
 KZ2347
 KZ2347.Superseded values are not recommended for survey control.
 KZ2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2347.See file dsdata.txt to determine how the superseded data were derived.
 KZ2347
 KZ2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2993660041(NAD 83)
 KZ2347_MARKER: DE = TRAVERSE STATION DISK
 KZ2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2347_SP_SET: CONCRETE POST
 KZ2347_STAMPING: DELAWARE COUNTY ENGINEER 02-0070 1991
 KZ2347_MARK LOGO: DCE   
 KZ2347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2347+STABILITY: SURFACE MOTION
 KZ2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2347+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2347
 KZ2347  HISTORY     - Date     Condition        Report By
 KZ2347  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2347
 KZ2347                          STATION DESCRIPTION
 KZ2347
 KZ2347'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2347'STATION IS LOCATED ON THE WEST SIDE OF ROLOSON ROAD, 0.30 MI
 KZ2347'(0.48 KM) NORTH OF INTERSECTION OF ROLOSON ROAD AND CURVE ROAD, 11.6
 KZ2347'FT (3.5 M) WEST OF WEST EDGE OF PAVEMENT OF SAID ROLOSON ROAD, 67.5
 KZ2347'FT (20.6 M) SOUTHWEST OF WEST POST OF TWO ON THE EAST SIDE OF SAID
 KZ2347'ROLOSON ROAD AND ON EAST END OF EAST-WEST CROP LINE AT EDGE OF FIELD
 KZ2347'DRIVE ON THE WEST SIDE OF SAID ROLOSON ROAD.
 KZ2347'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2347'S.R. 37 FOR 3.89 MI (6.26 KM) TO ROLOSON ROAD. TURN RIGHT ON ROLOSON
 KZ2347'ROAD FOR 0.65 MI (1.05 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2348 ***********************************************************************
 KZ2348  DESIGNATION -  02 0071
 KZ2348  PID         -  KZ2348
 KZ2348  STATE/COUNTY-  OH/DELAWARE
 KZ2348  USGS QUAD   -  GALENA (1983)
 KZ2348
 KZ2348                         *CURRENT SURVEY CONTROL
 KZ2348  ___________________________________________________________________
 KZ2348* NAD 83(1995)-  40 14 17.60369(N)    082 56 55.61680(W)     ADJUSTED  
 KZ2348* NAVD 88     -       287.5    (meters)     943.     (feet)  GPS OBS   
 KZ2348  ___________________________________________________________________
 KZ2348  X           -     598,543.279 (meters)                     COMP
 KZ2348  Y           -  -4,838,979.285 (meters)                     COMP
 KZ2348  Z           -   4,098,377.002 (meters)                     COMP
 KZ2348  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 KZ2348  ELLIP HEIGHT-         253.50  (meters)          (10/07/05) GPS OBS
 KZ2348  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KZ2348
 KZ2348  HORZ ORDER  -  FIRST
 KZ2348  ELLP ORDER  -  FOURTH    CLASS I
 KZ2348
 KZ2348.The horizontal coordinates were established by GPS observations
 KZ2348.and adjusted by the National Geodetic Survey in April 1998..
 KZ2348
 KZ2348.The orthometric height was determined by GPS observations and a
 KZ2348.high-resolution geoid model.
 KZ2348
 KZ2348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2348
 KZ2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2348
 KZ2348.The ellipsoidal height was determined by GPS observations
 KZ2348.and is referenced to NAD 83.
 KZ2348
 KZ2348.The geoid height was determined by GEOID03.
 KZ2348
 KZ2348;                    North         East     Units Scale Factor Converg.
 KZ2348;SPC OH N     -    63,568.620   561,808.766   MT  1.00004309   -0 17 41.4
 KZ2348;SPC OH S     -   248,579.893   561,808.607   MT  1.00004697   -0 17 05.1
 KZ2348;UTM  17      - 4,456,019.706   334,226.668   MT  0.99993830   -1 15 32.9
 KZ2348
 KZ2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2348!SPC OH N     -   0.99996023  x   1.00004309  =   1.00000332
 KZ2348!SPC OH S     -   0.99996023  x   1.00004697  =   1.00000720
 KZ2348!UTM  17      -   0.99996023  x   0.99993830  =   0.99989854
 KZ2348
 KZ2348:                Primary Azimuth Mark                     Grid Az
 KZ2348:SPC OH N     -  02 0072                                  091 56 07.4
 KZ2348:SPC OH S     -  02 0072                                  091 55 31.1
 KZ2348:UTM  17      -  02 0072                                  092 53 58.9
 KZ2348
 KZ2348|---------------------------------------------------------------------|
 KZ2348| PID    Reference Object                     Distance      Geod. Az  |
 KZ2348|                                                           dddmmss.s |
 KZ2348| KZ2349 02 0072                             APPROX. 0.7 KM 0913826.0 |
 KZ2348|---------------------------------------------------------------------|
 KZ2348
 KZ2348                          SUPERSEDED SURVEY CONTROL
 KZ2348
 KZ2348  NAD 83(1986)-  40 14 17.61085(N)    082 56 55.62348(W) AD(       ) 1
 KZ2348
 KZ2348.Superseded values are not recommended for survey control.
 KZ2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2348.See file dsdata.txt to determine how the superseded data were derived.
 KZ2348
 KZ2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3422756020(NAD 83)
 KZ2348_MARKER: DE = TRAVERSE STATION DISK
 KZ2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2348_SP_SET: CONCRETE POST
 KZ2348_STAMPING: DELAWARE COUNTY ENGINEER 02-0071 1991
 KZ2348_MARK LOGO: DCE   
 KZ2348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2348+STABILITY: SURFACE MOTION
 KZ2348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2348+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KZ2348
 KZ2348  HISTORY     - Date     Condition        Report By
 KZ2348  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2348  HISTORY     - 20060311 GOOD             USPSQD
 KZ2348
 KZ2348                          STATION DESCRIPTION
 KZ2348
 KZ2348'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2348'STATION IS LOCATED ON THE SOUTH SIDE OF CHESHIRE ROAD, 0.40 MI
 KZ2348'(0.64 KM) WEST OF INTERSECTION OF CHESHIRE ROAD AND S. 3B AND K
 KZ2348'ROAD, 15.4 FT (4.7 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF SAID
 KZ2348'CHESHIRE ROAD, 52.8 FT (16.1 M) SOUTH OF FENCE CORNER ON THE NORTH
 KZ2348'SIDE OF SAID CHESHIRE ROAD AND 75.4 FT (23.0 M) WEST OF POLE ON THE
 KZ2348'SOUTH SIDE OF SAID CHESHIRE ROAD.
 KZ2348'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2348'S.R. 37 FOR 6.93 MI (11.15 KM) TO AFRICA ROAD. TURN RIGHT ON AFRICA
 KZ2348'ROAD FOR 2.19 MI (3.52 KM) TO CHESHIRE ROAD. TURN LEFT ON CHESHIRE
 KZ2348'ROAD FOR 0.80 MI (1.29 KM) TO THE STATION.
 KZ2348
 KZ2348                          STATION RECOVERY (2006)
 KZ2348
 KZ2348'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 KZ2348'TEAM 1 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2348'STATES POWER SQUADRONS FOUND MARKER KZ2348 IN EXCELLANT CONDITION. IT
 KZ2348'WAS FOUND NEXT TO  A SURVEY SIGN ON A METAL POST. THE DELAWARE COUNTY
 KZ2348'ENGINEER MARKER NOTED THE YEAR 1990 AND NO. 02-0071. USING OUR GPS, WE
 KZ2348'CAME UP WITH N 40 DEGREES 14 MINUTES 17.6 SECONDS, AND W 082 DEGREES,
 KZ2348'56 MINUTES 55.8 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2349 ***********************************************************************
 KZ2349  DESIGNATION -  02 0072
 KZ2349  PID         -  KZ2349
 KZ2349  STATE/COUNTY-  OH/DELAWARE
 KZ2349  USGS QUAD   -  GALENA (1983)
 KZ2349
 KZ2349                         *CURRENT SURVEY CONTROL
 KZ2349  ___________________________________________________________________
 KZ2349* NAD 83(1995)-  40 14 16.94714(N)    082 56 25.75376(W)     ADJUSTED  
 KZ2349* NAVD 88     -       289.2    (meters)     949.     (feet)  GPS OBS   
 KZ2349  ___________________________________________________________________
 KZ2349  X           -     599,245.629 (meters)                     COMP
 KZ2349  Y           -  -4,838,906.855 (meters)                     COMP
 KZ2349  Z           -   4,098,362.648 (meters)                     COMP
 KZ2349  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 KZ2349  ELLIP HEIGHT-         255.21  (meters)          (10/07/05) GPS OBS
 KZ2349  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KZ2349
 KZ2349  HORZ ORDER  -  FIRST
 KZ2349  ELLP ORDER  -  FOURTH    CLASS I
 KZ2349
 KZ2349.The horizontal coordinates were established by GPS observations
 KZ2349.and adjusted by the National Geodetic Survey in April 1998..
 KZ2349
 KZ2349.The orthometric height was determined by GPS observations and a
 KZ2349.high-resolution geoid model.
 KZ2349
 KZ2349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2349
 KZ2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2349
 KZ2349.The ellipsoidal height was determined by GPS observations
 KZ2349.and is referenced to NAD 83.
 KZ2349
 KZ2349.The geoid height was determined by GEOID03.
 KZ2349
 KZ2349;                    North         East     Units Scale Factor Converg.
 KZ2349;SPC OH N     -    63,544.769   562,514.584   MT  1.00004314   -0 17 21.8
 KZ2349;SPC OH S     -   248,556.165   562,514.432   MT  1.00004693   -0 16 46.2
 KZ2349;UTM  17      - 4,455,983.984   334,931.909   MT  0.99993542   -1 15 13.6
 KZ2349
 KZ2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2349!SPC OH N     -   0.99995997  x   1.00004314  =   1.00000310
 KZ2349!SPC OH S     -   0.99995997  x   1.00004693  =   1.00000689
 KZ2349!UTM  17      -   0.99995997  x   0.99993542  =   0.99989539
 KZ2349
 KZ2349:                Primary Azimuth Mark                     Grid Az
 KZ2349:SPC OH N     -  02 0071                                  271 56 07.1
 KZ2349:SPC OH S     -  02 0071                                  271 55 31.5
 KZ2349:UTM  17      -  02 0071                                  272 53 58.9
 KZ2349
 KZ2349|---------------------------------------------------------------------|
 KZ2349| PID    Reference Object                     Distance      Geod. Az  |
 KZ2349|                                                           dddmmss.s |
 KZ2349| KZ2348 02 0071                             APPROX. 0.7 KM 2713845.3 |
 KZ2349|---------------------------------------------------------------------|
 KZ2349
 KZ2349                          SUPERSEDED SURVEY CONTROL
 KZ2349
 KZ2349  NAD 83(1986)-  40 14 16.95419(N)    082 56 25.76036(W) AD(       ) 1
 KZ2349
 KZ2349.Superseded values are not recommended for survey control.
 KZ2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2349.See file dsdata.txt to determine how the superseded data were derived.
 KZ2349
 KZ2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3493255984(NAD 83)
 KZ2349_MARKER: DE = TRAVERSE STATION DISK
 KZ2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2349_SP_SET: CONCRETE POST
 KZ2349_STAMPING: DELAWARE COUNTY ENGINEER 02-0072 1991
 KZ2349_MARK LOGO: DCE   
 KZ2349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2349+STABILITY: SURFACE MOTION
 KZ2349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2349+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KZ2349
 KZ2349  HISTORY     - Date     Condition        Report By
 KZ2349  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2349  HISTORY     - 20060311 GOOD             USPSQD
 KZ2349
 KZ2349                          STATION DESCRIPTION
 KZ2349
 KZ2349'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2349'STATION IS LOCATED ON THE NORTH SIDE OF CHESHIRE ROAD, 250.0 FT
 KZ2349'(76.2 M) WEST OF INTERSECTION OF CHESHIRE ROAD AND S. 3B AND K
 KZ2349'ROAD, 18.3 FT (5.6 M) NORTH OF NORTH EDGE OF PAVEMENT OF SAID
 KZ2349'CHESHIRE ROAD, 68.8 FT (21.0 M) EAST OF TELEPHONE BOX ON THE NORTH
 KZ2349'SIDE OF SAID CHESHIRE ROAD AND ON BACK SIDE OF DITCH ON THE NORTH
 KZ2349'SIDE OF SAID CHESHIRE ROAD.
 KZ2349'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2349'S.R. 37 FOR 6.93 MI (11.15 KM) TO AFRICA ROAD. TURN RIGHT ON AFRICA
 KZ2349'ROAD FOR 2.19 MI (3.52 KM) TO CHESHIRE ROAD. TURN LEFT ON CHESHIRE
 KZ2349'ROAD FOR 1.15 MI (1.85 KM) TO THE STATION.
 KZ2349
 KZ2349                          STATION RECOVERY (2006)
 KZ2349
 KZ2349'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 KZ2349'TEAM 1 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2349'STATES POWER SQUADRONS FOUND MARKER KZ2349 IN EXCELLANT CONDITION. IT
 KZ2349'WAS FOUND NEXT TO  A SURVEY SIGN ON A METAL POST. THE DELAWARE COUNTY
 KZ2349'ENGINEERS MARKER NOTED THE YEAR 1990 AND NO. 02-0072. USING OUR GPS,
 KZ2349'WE CAME UP WITH N 40 DEGREES 14 MINUTES 16.9 SECONDS, AND W 082
 KZ2349'DEGREES, 56 MINUTES 24.9 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9905 ***********************************************************************
 AD9905  SACS        -  This is a Secondary Airport Control Station.
 AD9905  DESIGNATION -  02G A
 AD9905  PID         -  AD9905
 AD9905  STATE/COUNTY-  OH/COLUMBIANA
 AD9905  USGS QUAD   -  WEST POINT (1985)
 AD9905
 AD9905                         *CURRENT SURVEY CONTROL
 AD9905  ___________________________________________________________________
 AD9905* NAD 83(1995)-  40 40 14.25034(N)    080 38 48.06616(W)     ADJUSTED  
 AD9905* NAVD 88     -       348.27   (meters)    1142.6    (feet)  GPS OBS   
 AD9905  ___________________________________________________________________
 AD9905  X           -     787,378.109 (meters)                     COMP
 AD9905  Y           -  -4,780,335.284 (meters)                     COMP
 AD9905  Z           -   4,134,953.785 (meters)                     COMP
 AD9905  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AD9905  ELLIP HEIGHT-         314.04  (meters)          (10/07/05) GPS OBS
 AD9905  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 AD9905
 AD9905  HORZ ORDER  -  FIRST
 AD9905  ELLP ORDER  -  FOURTH    CLASS II
 AD9905
 AD9905.This mark is at Columbiana County Airport (02G)
 AD9905
 AD9905.The horizontal coordinates were established by GPS observations
 AD9905.and adjusted by the National Geodetic Survey in July 1997..
 AD9905
 AD9905.The orthometric height was determined by GPS observations and a
 AD9905.high-resolution geoid model.
 AD9905
 AD9905.GPS derived orthometric heights for airport stations designated as
 AD9905.PACS or SACS are published to 2 decimal places.  This maintains
 AD9905.centimeter relative accuracy between the PACS and SACS.  It does
 AD9905.not indicate centimeter accuracy relative to other marks which are
 AD9905.part of the NAVD 88 network.
 AD9905
 AD9905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9905
 AD9905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9905
 AD9905.The ellipsoidal height was determined by GPS observations
 AD9905.and is referenced to NAD 83.
 AD9905
 AD9905.The geoid height was determined by GEOID03.
 AD9905
 AD9905;                    North         East     Units Scale Factor Converg.
 AD9905;SPC OH N     -   113,150.485   756,685.051   MT  0.99996301   +1 13 03.1
 AD9905;UTM  17      - 4,502,254.375   529,861.786   MT  0.99961098   +0 13 48.9
 AD9905
 AD9905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9905!SPC OH N     -   0.99995074  x   0.99996301  =   0.99991375
 AD9905!UTM  17      -   0.99995074  x   0.99961098  =   0.99956174
 AD9905
 AD9905:                Primary Azimuth Mark                     Grid Az
 AD9905:SPC OH N     -  LIVERPORT                                047 16 19.9
 AD9905:UTM  17      -  LIVERPORT                                048 15 34.1
 AD9905
 AD9905|---------------------------------------------------------------------|
 AD9905| PID    Reference Object                     Distance      Geod. Az  |
 AD9905|                                                           dddmmss.s |
 AD9905| KY3539 LIVERPORT                           449.475 METERS 0482923.0 |
 AD9905|---------------------------------------------------------------------|
 AD9905
 AD9905                          SUPERSEDED SURVEY CONTROL
 AD9905
 AD9905  ELLIP H (07/01/97)  314.05   (m)                       GP(       ) 4 2
 AD9905
 AD9905.Superseded values are not recommended for survey control.
 AD9905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9905.See file dsdata.txt to determine how the superseded data were derived.
 AD9905
 AD9905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2986202254(NAD 83)
 AD9905_MARKER: DD = SURVEY DISK
 AD9905_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9905_STAMPING: 02G A 1995
 AD9905_MARK LOGO: NGS   
 AD9905_PROJECTION: FLUSH
 AD9905_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9905+STABILITY: SURFACE MOTION
 AD9905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9905+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9905_ROD/PIPE-DEPTH: 1.0  meters
 AD9905
 AD9905  HISTORY     - Date     Condition        Report By
 AD9905  HISTORY     - 1995     MONUMENTED       NGS
 AD9905
 AD9905                          STATION DESCRIPTION
 AD9905
 AD9905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9905'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) WEST OF THE
 AD9905'OHIO-PENNSYLVANIA BORDER, 6 KM (3.70 MI) NORTHWEST OF EAST LIVERPOOL,
 AD9905'5 KM (3.10 MI) NORTH OF THE OHIO RIVER AT THE COLUMBIANA COUNTY
 AD9905'AIRPORT, ON THE NORTHWEST FACE OF A LOW HILL ALONG THE SOUTHEAST SIDE
 AD9905'RUNWAY END 7, AND IN LINE WITH THE RUNWAY END.  OWNERSHIP--COLUMBIANA
 AD9905'COUNTY, 15606 COUNTY AIRPORT ROAD, EAST LIVERPOOL, OH.  43920. AIRPORT
 AD9905'MANAGER IS JERRY M.  GAERHART.  PHONE 216-386-3761.  TO REACH FROM THE
 AD9905'OVERPASS AT THE JUNCTION OF U.S.  HIGHWAY 30 AND STATE HIGHWAY 267
 AD9905'(ROGERS EXIT) ABOUT 7 KM (4.35 MI) NORTHWEST OF EAST LIVERPOOL, GO
 AD9905'SOUTHERLY ON HIGHWAY 267 FOR 0.32 KM (0.20 MI) TO A PAVED ROAD RIGHT
 AD9905'(COUNTY ROAD 451) .  TURN RIGHT, WEST, THEN NORTH, ON THE ROAD FOR
 AD9905'0.21 KM (0.15 MI) TO A PAVED ROAD LEFT (COUNTY ROAD 429) .  TURN LEFT,
 AD9905'SOUTHWEST, ON THE ROAD FOR 1.13 KM (0.70 MI) TO THE AIRPORT ENTRANCE
 AD9905'ON THE LEFT.  TURN LEFT, NORTHEAST, ON THE ROAD FOR 0.24 KM (0.15 MI)
 AD9905'TO A GATE AT THE APRON.  TURN RIGHT, SOUTHEASTERLY, ACROSS THE APRON
 AD9905'FOR 0.16 KM (0.10 MI) TO THE PARALLEL TAXI AND A CONNECTOR TAXI.
 AD9905'CONTINUE SOUTHEAST ON THE CONNECTOR FOR 0.08 KM (0.05 MI) TO THE
 AD9905'RUNWAY.  TURN RIGHT, SOUTHWEST, ALONG THE RUNWAY FOR 0.40 KM (0.25 MI)
 AD9905'TO THE RUNWAY END AND THE STATION ON THE LEFT.  THE STATION IS A
 AD9905'SURVEY DISK ATOP A 1 M (3.3 FT) LONG FENO ROD ENCASED IN A 12.7 CM PVC
 AD9905'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 AD9905'IT IS 42.4 M (139.1 FT) SOUTHEAST OF THE CENTER OF THE RUNWAY END,
 AD9905'31.2 M (102.4 FT) SOUTHEAST OF THE SOUTH CORNER OF THE RUNWAY END,
 AD9905'28.1 M (92.2 FT) EAST-SOUTHEAST OF THE SOUTHEAST MOST THRESHOLD LIGHT,
 AD9905'AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST.  --NOTE THIS STATION
 AD9905'IS A SECONDARY AIRPORT CONTROL POINT (SACS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2310 ***********************************************************************
 KZ2310  DESIGNATION -  03 0033
 KZ2310  PID         -  KZ2310
 KZ2310  STATE/COUNTY-  OH/DELAWARE
 KZ2310  USGS QUAD   -  KILBOURNE (1983)
 KZ2310
 KZ2310                         *CURRENT SURVEY CONTROL
 KZ2310  ___________________________________________________________________
 KZ2310* NAD 83(1995)-  40 19 50.93633(N)    082 58 49.92158(W)     ADJUSTED  
 KZ2310* NAVD 88     -       288.2    (meters)     946.     (feet)  GPS OBS   
 KZ2310  ___________________________________________________________________
 KZ2310  X           -     595,049.212 (meters)                     COMP
 KZ2310  Y           -  -4,832,712.445 (meters)                     COMP
 KZ2310  Z           -   4,106,220.870 (meters)                     COMP
 KZ2310  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KZ2310  ELLIP HEIGHT-         254.13  (meters)          (10/07/05) GPS OBS
 KZ2310  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ2310
 KZ2310  HORZ ORDER  -  FIRST
 KZ2310  ELLP ORDER  -  FOURTH    CLASS I
 KZ2310
 KZ2310.The horizontal coordinates were established by GPS observations
 KZ2310.and adjusted by the National Geodetic Survey in April 1998..
 KZ2310
 KZ2310.The orthometric height was determined by GPS observations and a
 KZ2310.high-resolution geoid model.
 KZ2310
 KZ2310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2310
 KZ2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2310
 KZ2310.The ellipsoidal height was determined by GPS observations
 KZ2310.and is referenced to NAD 83.
 KZ2310
 KZ2310.The geoid height was determined by GEOID03.
 KZ2310
 KZ2310;                    North         East     Units Scale Factor Converg.
 KZ2310;SPC OH N     -    73,864.658   559,163.416   MT  1.00002122   -0 18 56.5
 KZ2310;UTM  17      - 4,466,357.935   331,755.377   MT  0.99994845   -1 16 55.6
 KZ2310
 KZ2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2310!SPC OH N     -   0.99996014  x   1.00002122  =   0.99998135
 KZ2310!UTM  17      -   0.99996014  x   0.99994845  =   0.99990859
 KZ2310
 KZ2310:                Primary Azimuth Mark                     Grid Az
 KZ2310:SPC OH N     -  03 0034                                  273 18 21.1
 KZ2310:UTM  17      -  03 0034                                  274 16 20.2
 KZ2310
 KZ2310|---------------------------------------------------------------------|
 KZ2310| PID    Reference Object                     Distance      Geod. Az  |
 KZ2310|                                                           dddmmss.s |
 KZ2310| KZ2311 03 0034                             APPROX. 0.7 KM 2725924.6 |
 KZ2310|---------------------------------------------------------------------|
 KZ2310
 KZ2310                          SUPERSEDED SURVEY CONTROL
 KZ2310
 KZ2310  ELLIP H (04/01/98)  254.15   (m)                       GP(       ) 4 1
 KZ2310  NAD 83(1986)-  40 19 50.94348(N)    082 58 49.92946(W) AD(       ) 1
 KZ2310
 KZ2310.Superseded values are not recommended for survey control.
 KZ2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2310.See file dsdata.txt to determine how the superseded data were derived.
 KZ2310
 KZ2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3175566358(NAD 83)
 KZ2310_MARKER: DE = TRAVERSE STATION DISK
 KZ2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2310_SP_SET: CONCRETE POST
 KZ2310_STAMPING: DELAWARE COUNTY ENGINEER 03-0033 1991
 KZ2310_MARK LOGO: DCE   
 KZ2310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2310+STABILITY: SURFACE MOTION
 KZ2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2310+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2310
 KZ2310  HISTORY     - Date     Condition        Report By
 KZ2310  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2310  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 KZ2310
 KZ2310                          STATION DESCRIPTION
 KZ2310
 KZ2310'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2310'STATION IS LOCATED ON THE SOUTH SIDE OF COUNTY HOME ROAD, 1.40 MI
 KZ2310'(2.25 KM) EAST OF INTERSECTION OF U.S. HWY 42 AND COUNTY HOME ROAD,
 KZ2310'2.8 FT (0.9 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF SAID COUNTY HOME
 KZ2310'ROAD, 59.7 FT (18.2 M) NORTHEAST OF POLE ON THE SOUTH SIDE OF SAID
 KZ2310'ROAD AND 98.0 FT (29.9 M) SOUTHWEST OF A FENCE CORNER ON THE SOUTH
 KZ2310'SIDE OF SAID ROAD.
 KZ2310'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2310'S.R. 37 FOR 0.57 MI (0.92 KM) TO U.S. HWY 42. TURN LEFT ON U.S. HWY
 KZ2310'42 FOR 3.59 MI (5.78 KM) TO COUNTY HOME ROAD. TURN RIGHT ON COUNTY
 KZ2310'HOME ROAD FOR 1.40 MI (2.25 KM) TO THE STATION.
 KZ2310
 KZ2310                          STATION RECOVERY (2005)
 KZ2310
 KZ2310'RECOVERY NOTE BY US POWER SQUADRON 2005
 KZ2310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2311 ***********************************************************************
 KZ2311  DESIGNATION -  03 0034
 KZ2311  PID         -  KZ2311
 KZ2311  STATE/COUNTY-  OH/DELAWARE
 KZ2311  USGS QUAD   -  KILBOURNE (1983)
 KZ2311
 KZ2311                         *CURRENT SURVEY CONTROL
 KZ2311  ___________________________________________________________________
 KZ2311* NAD 83(1995)-  40 19 52.04776(N)    082 59 17.74707(W)     ADJUSTED  
 KZ2311* NAVD 88     -       288.6    (meters)     947.     (feet)  GPS OBS   
 KZ2311  ___________________________________________________________________
 KZ2311  X           -     594,394.596 (meters)                     COMP
 KZ2311  Y           -  -4,832,770.977 (meters)                     COMP
 KZ2311  Z           -   4,106,247.283 (meters)                     COMP
 KZ2311  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 KZ2311  ELLIP HEIGHT-         254.56  (meters)          (10/07/05) GPS OBS
 KZ2311  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ2311
 KZ2311  HORZ ORDER  -  FIRST
 KZ2311  ELLP ORDER  -  FOURTH    CLASS I
 KZ2311
 KZ2311.The horizontal coordinates were established by GPS observations
 KZ2311.and adjusted by the National Geodetic Survey in April 1998..
 KZ2311
 KZ2311.The orthometric height was determined by GPS observations and a
 KZ2311.high-resolution geoid model.
 KZ2311
 KZ2311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2311
 KZ2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2311
 KZ2311.The ellipsoidal height was determined by GPS observations
 KZ2311.and is referenced to NAD 83.
 KZ2311
 KZ2311.The geoid height was determined by GEOID03.
 KZ2311
 KZ2311;                    North         East     Units Scale Factor Converg.
 KZ2311;SPC OH N     -    73,902.588   558,506.765   MT  1.00002115   -0 19 14.8
 KZ2311;UTM  17      - 4,466,406.931   331,099.507   MT  0.99995117   -1 17 13.6
 KZ2311
 KZ2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2311!SPC OH N     -   0.99996007  x   1.00002115  =   0.99998122
 KZ2311!UTM  17      -   0.99996007  x   0.99995117  =   0.99991124
 KZ2311
 KZ2311:                Primary Azimuth Mark                     Grid Az
 KZ2311:SPC OH N     -  03 0033                                  093 18 21.4
 KZ2311:UTM  17      -  03 0033                                  094 16 20.2
 KZ2311
 KZ2311|---------------------------------------------------------------------|
 KZ2311| PID    Reference Object                     Distance      Geod. Az  |
 KZ2311|                                                           dddmmss.s |
 KZ2311| KZ2310 03 0033                             APPROX. 0.7 KM 0925906.6 |
 KZ2311|---------------------------------------------------------------------|
 KZ2311
 KZ2311                          SUPERSEDED SURVEY CONTROL
 KZ2311
 KZ2311  ELLIP H (04/01/98)  254.57   (m)                       GP(       ) 4 1
 KZ2311  NAD 83(1986)-  40 19 52.05491(N)    082 59 17.75498(W) AD(       ) 1
 KZ2311
 KZ2311.Superseded values are not recommended for survey control.
 KZ2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2311.See file dsdata.txt to determine how the superseded data were derived.
 KZ2311
 KZ2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3110066407(NAD 83)
 KZ2311_MARKER: DE = TRAVERSE STATION DISK
 KZ2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2311_SP_SET: CONCRETE POST
 KZ2311_STAMPING: DELAWARE COUNTY ENGINEER 03-0034 1991
 KZ2311_MARK LOGO: DCE   
 KZ2311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2311+STABILITY: SURFACE MOTION
 KZ2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2311+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2311
 KZ2311  HISTORY     - Date     Condition        Report By
 KZ2311  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2311  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 KZ2311
 KZ2311                          STATION DESCRIPTION
 KZ2311
 KZ2311'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2311'STATION IS LOCATED ON THE NORTH SIDE OF COUNTY HOME ROAD, 1.00 MI
 KZ2311'(1.61 KM) EAST OF INTERSECTION OF U.S. HWY 42 AND COUNTY HOME ROAD,
 KZ2311'1.1 FT (0.3 M) NORTH OF NORTH EDGE OF PAVEMENT OF SAID COUNTY HOME
 KZ2311'ROAD, 36.9 FT (11.2 M) SOUTHWEST OF A TELEPHONE BOX ON THE NORTH SIDE
 KZ2311'OF SAID ROAD AND 52.1 FT (15.9 M) NORTHWEST OF A MAIL BOX NO. 4094 ON
 KZ2311'THE NORTH SIDE OF SAID ROAD.
 KZ2311'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2311'S.R. 37 FOR 0.57 MI (0.92 KM) TO U.S. HWY 42. TURN LEFT ON U.S. HWY
 KZ2311'42 FOR 3.59 MI (5.78 KM) TO COUNTY HOME ROAD. TURN RIGHT ON COUNTY
 KZ2311'HOME ROAD FOR 1.00 MI (1.61 KM) TO THE STATION.
 KZ2311
 KZ2311                          STATION RECOVERY (2005)
 KZ2311
 KZ2311'RECOVERY NOTE BY US POWER SQUADRON 2005
 KZ2311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2312 ***********************************************************************
 KZ2312  DESIGNATION -  03 0035
 KZ2312  PID         -  KZ2312
 KZ2312  STATE/COUNTY-  OH/DELAWARE
 KZ2312  USGS QUAD   -  KILBOURNE (1983)
 KZ2312
 KZ2312                         *CURRENT SURVEY CONTROL
 KZ2312  ___________________________________________________________________
 KZ2312* NAD 83(1995)-  40 21 22.99199(N)    082 56 02.24429(W)     ADJUSTED  
 KZ2312* NAVD 88     -       297.5    (meters)     976.     (feet)  GPS OBS   
 KZ2312  ___________________________________________________________________
 KZ2312  X           -     598,752.384 (meters)                     COMP
 KZ2312  Y           -  -4,830,409.919 (meters)                     COMP
 KZ2312  Z           -   4,108,391.168 (meters)                     COMP
 KZ2312  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 KZ2312  ELLIP HEIGHT-         263.49  (meters)          (10/07/05) GPS OBS
 KZ2312  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2312
 KZ2312  HORZ ORDER  -  FIRST
 KZ2312  ELLP ORDER  -  FOURTH    CLASS I
 KZ2312
 KZ2312.The horizontal coordinates were established by GPS observations
 KZ2312.and adjusted by the National Geodetic Survey in April 1998..
 KZ2312
 KZ2312.The orthometric height was determined by GPS observations and a
 KZ2312.high-resolution geoid model.
 KZ2312
 KZ2312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2312
 KZ2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2312
 KZ2312.The ellipsoidal height was determined by GPS observations
 KZ2312.and is referenced to NAD 83.
 KZ2312
 KZ2312.The geoid height was determined by GEOID03.
 KZ2312
 KZ2312;                    North         East     Units Scale Factor Converg.
 KZ2312;SPC OH N     -    76,683.360   563,135.705   MT  1.00001563   -0 17 06.3
 KZ2312;UTM  17      - 4,469,108.985   335,774.355   MT  0.99993200   -1 15 09.3
 KZ2312
 KZ2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2312!SPC OH N     -   0.99995867  x   1.00001563  =   0.99997430
 KZ2312!UTM  17      -   0.99995867  x   0.99993200  =   0.99989067
 KZ2312
 KZ2312:                Primary Azimuth Mark                     Grid Az
 KZ2312:SPC OH N     -  03 0036                                  231 09 11.9
 KZ2312:UTM  17      -  03 0036                                  232 07 14.9
 KZ2312
 KZ2312|---------------------------------------------------------------------|
 KZ2312| PID    Reference Object                     Distance      Geod. Az  |
 KZ2312|                                                           dddmmss.s |
 KZ2312| KZ2313 03 0036                             475.355 METERS 2305205.6 |
 KZ2312|---------------------------------------------------------------------|
 KZ2312
 KZ2312                          SUPERSEDED SURVEY CONTROL
 KZ2312
 KZ2312  NAD 83(1986)-  40 21 22.99898(N)    082 56 02.25103(W) AD(       ) 1
 KZ2312
 KZ2312.Superseded values are not recommended for survey control.
 KZ2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2312.See file dsdata.txt to determine how the superseded data were derived.
 KZ2312
 KZ2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3577469109(NAD 83)
 KZ2312_MARKER: DE = TRAVERSE STATION DISK
 KZ2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2312_SP_SET: CONCRETE POST
 KZ2312_STAMPING: DELAWARE COUNTY ENGINEER 03-0035 1991
 KZ2312_MARK LOGO: DCE   
 KZ2312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2312+STABILITY: SURFACE MOTION
 KZ2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2312+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2312
 KZ2312  HISTORY     - Date     Condition        Report By
 KZ2312  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2312
 KZ2312                          STATION DESCRIPTION
 KZ2312
 KZ2312'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2312'STATION IS LOCATED ON THE SOUTHEAST SIDE OF NORTH OLD STATE ROAD,
 KZ2312'250.0 FT (76.2 M) SOUTHWEST OF CENTERLINE DRIVE TO HOUSE NO. 6218 ON
 KZ2312'THE SOUTHWEST SIDE OF SAID ROAD, 2.6 FT (0.8 M) SOUTHEAST OF THE
 KZ2312'SOUTHEAST EDGE OF PAVEMENT OF SAID ROAD, 59.7 FT (18.2 M) SOUTHEAST
 KZ2312'OF POLE ON THE NORTHWEST SIDE OF SAID ROAD AND 122.3 FT (37.3 M)
 KZ2312'SOUTHWEST OF ANOTHER POLE ON THE NORTHWEST SIDE OF SAID ROAD.
 KZ2312'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2312'S.R. 37 FOR 1.66 MI (2.67 KM) TO S.R. 521. TURN LEFT ON S.R. 521 FOR
 KZ2312'4.93 MI (7.93 KM) TO NORTH OLD STATE ROAD. TURN LEFT ON NORTH OLD
 KZ2312'STATE ROAD FOR 2.48 MI (3.99 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2313 ***********************************************************************
 KZ2313  DESIGNATION -  03 0036
 KZ2313  PID         -  KZ2313
 KZ2313  STATE/COUNTY-  OH/DELAWARE
 KZ2313  USGS QUAD   -  KILBOURNE (1983)
 KZ2313
 KZ2313                         *CURRENT SURVEY CONTROL
 KZ2313  ___________________________________________________________________
 KZ2313* NAD 83(1995)-  40 21 13.26562(N)    082 56 17.87002(W)     ADJUSTED  
 KZ2313* NAVD 88     -       292.9    (meters)     961.     (feet)  GPS OBS   
 KZ2313  ___________________________________________________________________
 KZ2313  X           -     598,409.899 (meters)                     COMP
 KZ2313  Y           -  -4,830,644.544 (meters)                     COMP
 KZ2313  Z           -   4,108,159.527 (meters)                     COMP
 KZ2313  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 KZ2313  ELLIP HEIGHT-         258.84  (meters)          (10/07/05) GPS OBS
 KZ2313  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2313
 KZ2313  HORZ ORDER  -  FIRST
 KZ2313  ELLP ORDER  -  FOURTH    CLASS I
 KZ2313
 KZ2313.The horizontal coordinates were established by GPS observations
 KZ2313.and adjusted by the National Geodetic Survey in April 1998..
 KZ2313
 KZ2313.The orthometric height was determined by GPS observations and a
 KZ2313.high-resolution geoid model.
 KZ2313
 KZ2313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2313
 KZ2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2313
 KZ2313.The ellipsoidal height was determined by GPS observations
 KZ2313.and is referenced to NAD 83.
 KZ2313
 KZ2313.The geoid height was determined by GEOID03.
 KZ2313
 KZ2313;                    North         East     Units Scale Factor Converg.
 KZ2313;SPC OH N     -    76,385.195   562,765.480   MT  1.00001621   -0 17 16.6
 KZ2313;UTM  17      - 4,468,817.137   335,399.179   MT  0.99993352   -1 15 19.2
 KZ2313
 KZ2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2313!SPC OH N     -   0.99995940  x   1.00001621  =   0.99997561
 KZ2313!UTM  17      -   0.99995940  x   0.99993352  =   0.99989292
 KZ2313
 KZ2313:                Primary Azimuth Mark                     Grid Az
 KZ2313:SPC OH N     -  03 0035                                  051 09 12.0
 KZ2313:UTM  17      -  03 0035                                  052 07 14.6
 KZ2313
 KZ2313|---------------------------------------------------------------------|
 KZ2313| PID    Reference Object                     Distance      Geod. Az  |
 KZ2313|                                                           dddmmss.s |
 KZ2313| KZ2312 03 0035                             475.355 METERS 0505155.4 |
 KZ2313|---------------------------------------------------------------------|
 KZ2313
 KZ2313                          SUPERSEDED SURVEY CONTROL
 KZ2313
 KZ2313  NAD 83(1986)-  40 21 13.27263(N)    082 56 17.87683(W) AD(       ) 1
 KZ2313
 KZ2313.Superseded values are not recommended for survey control.
 KZ2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2313.See file dsdata.txt to determine how the superseded data were derived.
 KZ2313
 KZ2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3539968817(NAD 83)
 KZ2313_MARKER: DE = TRAVERSE STATION DISK
 KZ2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2313_SP_SET: CONCRETE POST
 KZ2313_STAMPING: DELAWARE COUNTY ENGINEER 03-0036 1991
 KZ2313_MARK LOGO: DCE   
 KZ2313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2313+STABILITY: SURFACE MOTION
 KZ2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2313+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2313
 KZ2313  HISTORY     - Date     Condition        Report By
 KZ2313  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2313  HISTORY     - 20060311 GOOD             USPSQD
 KZ2313
 KZ2313                          STATION DESCRIPTION
 KZ2313
 KZ2313'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2313'STATION IS LOCATED ON THE NORTHWEST SIDE OF NORTH OLD STATE ROAD, 56.0
 KZ2313'FT (17.1 M) NORTHEAST OF CENTERLINE DRIVEWAY TO HOUSE NO. 5889 ON THE
 KZ2313'NORTHWEST SIDE OF SAID ROAD, 14.6 FT (4.5 M) NORTHWEST OF THE
 KZ2313'NORTHWEST EDGE OF PAVEMENT OF SAID ROAD, 46.7 FT (14.2 M) SOUTHEAST
 KZ2313'OF A 12 IN. MAPLE TREE ON THE NORTHWEST SIDE OF SAID ROAD AND 87.1 FT
 KZ2313'(26.5 M) NORTHEAST OF POLE ON THE NORTHWEST SIDE OF SAID ROAD.
 KZ2313'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2313'S.R. 37 FOR 1.66 MI (2.67 KM) TO S.R. 521. TURN LEFT ON S.R. 521 FOR
 KZ2313'4.93 MI (7.93 KM) TO NORTH OLD STATE ROAD. TURN LEFT ON NORTH OLD
 KZ2313'STATE ROAD FOR 2.18 MI (3.51 KM) TO THE STATION.
 KZ2313
 KZ2313                          STATION RECOVERY (2006)
 KZ2313
 KZ2313'RECOVERY NOTE BY US POWER SQUADRON 2006 (LL)
 KZ2313'DATA MARKER SIGN FOR THIS SITE WAS REMOVED, BUT FOUND ON THE GROUND
 KZ2313'APPROXIMATELY 20 FEET AWAY FROM MARKER. THE SIGN WAS REINSTALLED AT
 KZ2313'THE MARKER LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3095 ***********************************************************************
 MB3095  DESIGNATION -  0361
 MB3095  PID         -  MB3095
 MB3095  STATE/COUNTY-  OH/GEAUGA
 MB3095  USGS QUAD   -  TWINSBURG (1984)
 MB3095
 MB3095                         *CURRENT SURVEY CONTROL
 MB3095  ___________________________________________________________________
 MB3095* NAD 83(1995)-  41 21 43.56514(N)    081 23 08.31525(W)     ADJUSTED  
 MB3095* NAVD 88     -       309.8    (meters)    1016.     (feet)  VERTCON   
 MB3095  ___________________________________________________________________
 MB3095  X           -     718,108.032 (meters)                     COMP
 MB3095  Y           -  -4,740,234.296 (meters)                     COMP
 MB3095  Z           -   4,192,871.889 (meters)                     COMP
 MB3095  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 MB3095  ELLIP HEIGHT-         275.92  (meters)          (10/07/05) GPS OBS
 MB3095  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB3095
 MB3095  HORZ ORDER  -  FIRST
 MB3095  ELLP ORDER  -  FOURTH    CLASS I
 MB3095
 MB3095.The horizontal coordinates were established by GPS observations
 MB3095.and adjusted by the National Geodetic Survey in April 1998..
 MB3095
 MB3095.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3095
 MB3095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3095
 MB3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3095
 MB3095.The ellipsoidal height was determined by GPS observations
 MB3095.and is referenced to NAD 83.
 MB3095
 MB3095.The geoid height was determined by GEOID03.
 MB3095
 MB3095;                    North         East     Units Scale Factor Converg.
 MB3095;SPC OH N     -   188,868.478   693,234.653   MT  0.99995231   +0 43 55.5
 MB3095;UTM  17      - 4,579,026.755   467,744.940   MT  0.99961280   -0 15 17.4
 MB3095
 MB3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3095!SPC OH N     -   0.99995672  x   0.99995231  =   0.99990903
 MB3095!UTM  17      -   0.99995672  x   0.99961280  =   0.99956954
 MB3095
 MB3095                          SUPERSEDED SURVEY CONTROL
 MB3095
 MB3095  ELLIP H (04/01/98)  275.96   (m)                       GP(       ) 4 1
 MB3095  NAD 83(1986)-  41 21 43.57516(N)    081 23 08.31380(W) AD(       ) 1
 MB3095  NGVD 29 (12/02/91)  310.0    (m)         1017.     (f) GPS OBS        
 MB3095
 MB3095.Superseded values are not recommended for survey control.
 MB3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3095.See file dsdata.txt to determine how the superseded data were derived.
 MB3095
 MB3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6774579027(NAD 83)
 MB3095_MARKER: DE = TRAVERSE STATION DISK
 MB3095_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3095_SP_SET: CONCRETE MONUMENT
 MB3095_STAMPING: GEAUGA COUNTY CONTROL SURVEY 0361
 MB3095_MARK LOGO: OH-055
 MB3095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3095+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3095
 MB3095  HISTORY     - Date     Condition        Report By
 MB3095  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3095
 MB3095                          STATION DESCRIPTION
 MB3095
 MB3095'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3095'STATION IS LOCATED ON ROOT ROAD 94.8 FEET NORTH OF THE INTERSECTION OF
 MB3095'ROOT ROAD AND PETTIBONE ROAD 24 FEET EAST OF THE CENTERLINE OF ROOT
 MB3095'ROAD.
 MB3095'TO REACH FROM THE POST OFFICE IN CHARDON PROCEED WEST ON CENTER STREET
 MB3095'FOR 0.02 MILES TO WASHINGTON STREET. TURN LEFT ON WASHINGTON STREET
 MB3095'AND PROCEED SOUTH FOR 0.17 MILES TO WATER STREET.TURN RIGHT ON WATER
 MB3095'STREET AND PROCEED WEST FOR 0.29 MILES TO RAVENNA ROAD AND PROCEED
 MB3095'SOUTH FOR 16.78 MILES TO CRACKEL ROAD. TURN RIGHT ON CRACKEL ROAD AND
 MB3095'PROCEED WEST FOR 6.10 MILES TO S.R. 306. TURN RIGHT AND PROCEED NORTH
 MB3095'ON S.R. 3006 FOR 1.10 MILES TO PETTIBONE ROAD. TURN LEFT ON PETTIBONE
 MB3095'ROAD AND PROCEED WEST FOR 2.50 MILES TO ROOT ROAD. STATION IS LOCATED
 MB3095'ON THE EAST SIDE OF ROOT ROAD JUST NORTH OF THE INTERSECTION OF SAID
 MB3095'ROAD AND PETTIBONE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2362 ***********************************************************************
 KZ2362  DESIGNATION -  04 0085
 KZ2362  PID         -  KZ2362
 KZ2362  STATE/COUNTY-  OH/DELAWARE
 KZ2362  USGS QUAD   -  SHAWNEE HILLS (1980)
 KZ2362
 KZ2362                         *CURRENT SURVEY CONTROL
 KZ2362  ___________________________________________________________________
 KZ2362* NAD 83(1995)-  40 14 41.78322(N)    083 10 38.75675(W)     ADJUSTED  
 KZ2362* NAVD 88     -       282.0    (meters)     925.     (feet)  GPS OBS   
 KZ2362  ___________________________________________________________________
 KZ2362  X           -     579,169.962 (meters)                     COMP
 KZ2362  Y           -  -4,840,846.984 (meters)                     COMP
 KZ2362  Z           -   4,098,942.935 (meters)                     COMP
 KZ2362  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 KZ2362  ELLIP HEIGHT-         248.27  (meters)          (10/07/05) GPS OBS
 KZ2362  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KZ2362
 KZ2362  HORZ ORDER  -  FIRST
 KZ2362  ELLP ORDER  -  FOURTH    CLASS I
 KZ2362
 KZ2362.The horizontal coordinates were established by GPS observations
 KZ2362.and adjusted by the National Geodetic Survey in April 1998..
 KZ2362
 KZ2362.The orthometric height was determined by GPS observations and a
 KZ2362.high-resolution geoid model.
 KZ2362
 KZ2362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2362
 KZ2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2362
 KZ2362.The ellipsoidal height was determined by GPS observations
 KZ2362.and is referenced to NAD 83.
 KZ2362
 KZ2362.The geoid height was determined by GEOID03.
 KZ2362
 KZ2362;                    North         East     Units Scale Factor Converg.
 KZ2362;SPC OH N     -    64,440.060   542,356.849   MT  1.00004142   -0 26 42.1
 KZ2362;UTM  17      - 4,457,217.939   314,793.367   MT  1.00002226   -1 24 25.7
 KZ2362
 KZ2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2362!SPC OH N     -   0.99996105  x   1.00004142  =   1.00000247
 KZ2362!UTM  17      -   0.99996105  x   1.00002226  =   0.99998331
 KZ2362
 KZ2362:                Primary Azimuth Mark                     Grid Az
 KZ2362:SPC OH N     -  04 0086                                  176 37 21.7
 KZ2362:UTM  17      -  04 0086                                  177 35 05.3
 KZ2362
 KZ2362|---------------------------------------------------------------------|
 KZ2362| PID    Reference Object                     Distance      Geod. Az  |
 KZ2362|                                                           dddmmss.s |
 KZ2362| KZ2363 04 0086                             APPROX. 0.6 KM 1761039.6 |
 KZ2362|---------------------------------------------------------------------|
 KZ2362
 KZ2362                          SUPERSEDED SURVEY CONTROL
 KZ2362
 KZ2362  ELLIP H (04/01/98)  248.29   (m)                       GP(       ) 4 1
 KZ2362  NAD 83(1986)-  40 14 41.79115(N)    083 10 38.76446(W) AD(       ) 1
 KZ2362
 KZ2362.Superseded values are not recommended for survey control.
 KZ2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2362.See file dsdata.txt to determine how the superseded data were derived.
 KZ2362
 KZ2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1479357218(NAD 83)
 KZ2362_MARKER: DE = TRAVERSE STATION DISK
 KZ2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2362_SP_SET: CONCRETE POST
 KZ2362_STAMPING: DELAWARE COUNTY ENGINEER 04-0085 1991
 KZ2362_MARK LOGO: DCE   
 KZ2362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2362+STABILITY: SURFACE MOTION
 KZ2362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ2362+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KZ2362
 KZ2362  HISTORY     - Date     Condition        Report By
 KZ2362  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2362  HISTORY     - 20060311 GOOD             USPSQD
 KZ2362
 KZ2362                          STATION DESCRIPTION
 KZ2362
 KZ2362'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2362'STATION IS LOCATED ON THE NORTHEAST SIDE OF DIXIE ROAD, 0.30 MI
 KZ2362'(0.48 KM) NORTHWEST OF DELAWARE AND UNION COUNTY LINE, 3.3 FT
 KZ2362'(1.0 M) NORTHEAST OF NORTHEAST EDGE OF PAVEMENT OF DIXIE ROAD, 143.5
 KZ2362'FT (43.7 M) NORTHEAST OF A UNION-DELAWARE COUNTY SIGN ON THE
 KZ2362'SOUTHWEST SIDE OF SAID DIXIE ROAD AND 130.2 FT (39.7 M) SOUTHEAST OF
 KZ2362'A MAIL BOX NO. 5050 ON THE SOUTHWEST SIDE OF SAID DIXIE ROAD.
 KZ2362'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2362'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO U.S. HYW 36. TURN RIGHT ON
 KZ2362'U.S. HWY 36 FOR 6.20 MI (9.98 KM) TO RUSSELL ROAD. TURN LEFT ON
 KZ2362'RUSSELL ROAD FOR 2.58 MI (4.15 KM) TO MILLS ROAD. TURN RIGHT ON MILLS
 KZ2362'ROAD FOR 0.32 MI (0.51 KM) TO DIXIE ROAD. TURN LEFT ON DIXIE ROAD FOR
 KZ2362'0.27 MI (0.43 KM) TO THE STATION.
 KZ2362
 KZ2362                          STATION RECOVERY (2006)
 KZ2362
 KZ2362'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 KZ2362'TEAM 1 OF THE COLUMBUS SAIL AND POWER SQUADRON, (USPS), FOUND MARKER
 KZ2362'KZ2362 ABOUT 15 INCHES FROM THE SIDE OF THE RECENTLY PAVED-WIDENED
 KZ2362'ROAD. IT WAS BURIED ABOUT 6 TO 8 INCHES BELOW THE GROUND LEVEL. NOTES
 KZ2362'ON THE MARKER INDICATED A NUMBER 04-0085. THE MARKER WAS DATED 1990
 KZ2362'AND MARKED DELAWARE COUNTY ENGINEERS. GPS READING WAS L40 DEGREES, 14
 KZ2362'MINUTES, AND 41.9 SECONDS N AND LO 083 DEGREES, 10 MINUTES, AND 38.9
 KZ2362'SECONDS W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2363 ***********************************************************************
 KZ2363  DESIGNATION -  04 0086
 KZ2363  PID         -  KZ2363
 KZ2363  STATE/COUNTY-  OH/DELAWARE
 KZ2363  USGS QUAD   -  SHAWNEE HILLS (1980)
 KZ2363
 KZ2363                         *CURRENT SURVEY CONTROL
 KZ2363  ___________________________________________________________________
 KZ2363* NAD 83(1995)-  40 14 21.58627(N)    083 10 36.99595(W)     ADJUSTED  
 KZ2363* NAVD 88     -       283.5    (meters)     930.     (feet)  GPS OBS   
 KZ2363  ___________________________________________________________________
 KZ2363  X           -     579,259.235 (meters)                     COMP
 KZ2363  Y           -  -4,841,242.779 (meters)                     COMP
 KZ2363  Z           -   4,098,468.361 (meters)                     COMP
 KZ2363  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 KZ2363  ELLIP HEIGHT-         249.76  (meters)          (10/07/05) GPS OBS
 KZ2363  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KZ2363
 KZ2363  HORZ ORDER  -  FIRST
 KZ2363  ELLP ORDER  -  FOURTH    CLASS I
 KZ2363
 KZ2363.The horizontal coordinates were established by GPS observations
 KZ2363.and adjusted by the National Geodetic Survey in April 1998..
 KZ2363
 KZ2363.The orthometric height was determined by GPS observations and a
 KZ2363.high-resolution geoid model.
 KZ2363
 KZ2363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2363
 KZ2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2363
 KZ2363.The ellipsoidal height was determined by GPS observations
 KZ2363.and is referenced to NAD 83.
 KZ2363
 KZ2363.The geoid height was determined by GEOID03.
 KZ2363
 KZ2363;                    North         East     Units Scale Factor Converg.
 KZ2363;SPC OH N     -    63,816.769   542,393.631   MT  1.00004282   -0 26 41.0
 KZ2363;SPC OH S     -   248,823.765   542,393.336   MT  1.00004726   -0 25 46.3
 KZ2363;UTM  17      - 4,456,594.131   314,819.679   MT  1.00002215   -1 24 24.0
 KZ2363
 KZ2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2363!SPC OH N     -   0.99996082  x   1.00004282  =   1.00000364
 KZ2363!SPC OH S     -   0.99996082  x   1.00004726  =   1.00000808
 KZ2363!UTM  17      -   0.99996082  x   1.00002215  =   0.99998297
 KZ2363
 KZ2363:                Primary Azimuth Mark                     Grid Az
 KZ2363:SPC OH N     -  04 0085                                  356 37 21.7
 KZ2363:SPC OH S     -  04 0085                                  356 36 27.0
 KZ2363:UTM  17      -  04 0085                                  357 35 04.7
 KZ2363
 KZ2363|---------------------------------------------------------------------|
 KZ2363| PID    Reference Object                     Distance      Geod. Az  |
 KZ2363|                                                           dddmmss.s |
 KZ2363| KZ2362 04 0085                             APPROX. 0.6 KM 3561040.7 |
 KZ2363|---------------------------------------------------------------------|
 KZ2363
 KZ2363                          SUPERSEDED SURVEY CONTROL
 KZ2363
 KZ2363  ELLIP H (04/01/98)  249.79   (m)                       GP(       ) 4 1
 KZ2363  NAD 83(1986)-  40 14 21.59421(N)    083 10 37.00366(W) AD(       ) 1
 KZ2363
 KZ2363.Superseded values are not recommended for survey control.
 KZ2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2363.See file dsdata.txt to determine how the superseded data were derived.
 KZ2363
 KZ2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1482056594(NAD 83)
 KZ2363_MARKER: DE = TRAVERSE STATION DISK
 KZ2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2363_SP_SET: CONCRETE POST
 KZ2363_STAMPING: DELAWARE COUNTY ENGINEER 04-0086 1991
 KZ2363_MARK LOGO: DCE   
 KZ2363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2363+STABILITY: SURFACE MOTION
 KZ2363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2363+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2363
 KZ2363  HISTORY     - Date     Condition        Report By
 KZ2363  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2363  HISTORY     - 20060311 MARK NOT FOUND   USPSQD
 KZ2363
 KZ2363                          STATION DESCRIPTION
 KZ2363
 KZ2363'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2363'STATION IS LOCATED ON THE NORTHEAST SIDE OF SMART COLE ROAD, 2.7 FT
 KZ2363'(0.8 M) NORTHEAST OF NORTHEAST EDGE OF PAVEMENT OF SAID SMART COLE
 KZ2363'ROAD, 38.4 FT (11.7 M) NORTH OF A MAIL BOX NO. 15450 ON THE NORTHEAST
 KZ2363'SIDE OF SAID SMART COLE ROAD, 104.4 FT (31.8 M) NORTHEAST OF FENCE
 KZ2363'CORNER ON THE SOUTHWEST SIDE OF SAID SMART COLE ROAD AND 105.2 FT
 KZ2363'(32.1 M) NORTHWEST OF POLE ON THE NORTHEAST SIDE OF SAID SMART COLE
 KZ2363'ROAD.
 KZ2363'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2363'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO U.S. HYW 36. TURN RIGHT ON
 KZ2363'U.S. HWY 36 FOR 6.20 MI (9.98 KM) TO RUSSELL ROAD. TURN LEFT ON
 KZ2363'RUSSELL ROAD FOR 2.58 MI (4.15 KM) TO MILLS ROAD. TURN RIGHT ON MILLS
 KZ2363'ROAD FOR 0.32 MI (0.51 KM) TO DIXIE ROAD. TURN LEFT ON DIXIE ROAD FOR
 KZ2363'0.30 MI (0.48 KM) TO SMART COLE ROAD. CONTINUE SOUTHWARDLY ALONG
 KZ2363'SMART COLE ROAD FOR 0.27 MI (0.43 KM) TO THE STATION.
 KZ2363
 KZ2363                          STATION RECOVERY (2006)
 KZ2363
 KZ2363'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 KZ2363'TEAM 1 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNTIED
 KZ2363'STATES POWER SQUADRONS DID NOT FIND MARKER KZ2363. WE USED OUR GPS AND
 KZ2363'A METAL DETECTER AS WELL AS MEASUREMENTS WITH A TAPE. THE ROAD HAS
 KZ2363'RECENTLY BEEN REPAVED, PROBABLY WIDENED AND NEW BERM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2364 ***********************************************************************
 KZ2364  DESIGNATION -  04 0087
 KZ2364  PID         -  KZ2364
 KZ2364  STATE/COUNTY-  OH/DELAWARE
 KZ2364  USGS QUAD   -  SHAWNEE HILLS (1980)
 KZ2364
 KZ2364                         *CURRENT SURVEY CONTROL
 KZ2364  ___________________________________________________________________
 KZ2364* NAD 83(1995)-  40 08 59.57816(N)    083 10 11.95486(W)     ADJUSTED  
 KZ2364* NAVD 88     -       304.2    (meters)     998.     (feet)  GPS OBS   
 KZ2364  ___________________________________________________________________
 KZ2364  X           -     580,611.196 (meters)                     COMP
 KZ2364  Y           -  -4,847,552.977 (meters)                     COMP
 KZ2364  Z           -   4,090,894.863 (meters)                     COMP
 KZ2364  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 KZ2364  ELLIP HEIGHT-         270.60  (meters)          (10/07/05) GPS OBS
 KZ2364  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KZ2364
 KZ2364  HORZ ORDER  -  FIRST
 KZ2364  ELLP ORDER  -  FOURTH    CLASS I
 KZ2364
 KZ2364.The horizontal coordinates were established by GPS observations
 KZ2364.and adjusted by the National Geodetic Survey in April 1998..
 KZ2364
 KZ2364.The orthometric height was determined by GPS observations and a
 KZ2364.high-resolution geoid model.
 KZ2364
 KZ2364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2364
 KZ2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2364
 KZ2364.The ellipsoidal height was determined by GPS observations
 KZ2364.and is referenced to NAD 83.
 KZ2364
 KZ2364.The geoid height was determined by GEOID03.
 KZ2364
 KZ2364;                    North         East     Units Scale Factor Converg.
 KZ2364;SPC OH N     -    53,879.935   542,909.246   MT  1.00006636   -0 26 24.5
 KZ2364;SPC OH S     -   238,887.250   542,911.561   MT  1.00002514   -0 25 30.4
 KZ2364;UTM  17      - 4,446,650.378   315,168.605   MT  1.00002056   -1 23 58.5
 KZ2364
 KZ2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2364!SPC OH N     -   0.99995755  x   1.00006636  =   1.00002391
 KZ2364!SPC OH S     -   0.99995755  x   1.00002514  =   0.99998269
 KZ2364!UTM  17      -   0.99995755  x   1.00002056  =   0.99997811
 KZ2364
 KZ2364:                Primary Azimuth Mark                     Grid Az
 KZ2364:SPC OH N     -  04 0088                                  124 56 36.4
 KZ2364:SPC OH S     -  04 0088                                  124 55 42.3
 KZ2364:UTM  17      -  04 0088                                  125 54 10.4
 KZ2364
 KZ2364|---------------------------------------------------------------------|
 KZ2364| PID    Reference Object                     Distance      Geod. Az  |
 KZ2364|                                                           dddmmss.s |
 KZ2364| KZ2365 04 0088                             APPROX. 0.6 KM 1243011.9 |
 KZ2364|---------------------------------------------------------------------|
 KZ2364
 KZ2364                          SUPERSEDED SURVEY CONTROL
 KZ2364
 KZ2364  ELLIP H (04/01/98)  270.64   (m)                       GP(       ) 4 1
 KZ2364  NAD 83(1986)-  40 08 59.58625(N)    083 10 11.96204(W) AD(       ) 1
 KZ2364
 KZ2364.Superseded values are not recommended for survey control.
 KZ2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2364.See file dsdata.txt to determine how the superseded data were derived.
 KZ2364
 KZ2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1516946650(NAD 83)
 KZ2364_MARKER: DE = TRAVERSE STATION DISK
 KZ2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2364_SP_SET: CONCRETE POST
 KZ2364_STAMPING: DELAWARE COUNTY ENGINEER 04-0087 1991
 KZ2364_MARK LOGO: DCE   
 KZ2364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2364+STABILITY: SURFACE MOTION
 KZ2364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2364+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2364
 KZ2364  HISTORY     - Date     Condition        Report By
 KZ2364  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2364  HISTORY     - 20060311 MARK NOT FOUND   USPSQD
 KZ2364
 KZ2364                          STATION DESCRIPTION
 KZ2364
 KZ2364'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2364'STATION IS LOCATED ON THE SOUTHWEST SIDE OF MANLEY ROAD, 35.7 FT
 KZ2364'(10.9 M) SOUTHEAST OF COUNTY LINE, 20.7 FT (6.3 M) SOUTHWEST OF
 KZ2364'SOUTHWEST EDGE OF BLACK TOP OF MANLEY ROAD AND 46.9 FT (14.3 M)
 KZ2364'NORTHWEST OF POLE ON THE SOUTHWEST SIDE OF SAID MANLEY ROAD.
 KZ2364'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2364'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO S. SUNDUSKY ST. CONTINUE
 KZ2364'SOUTHWARDLY ALONG S. SUNDUSKY ST. FOR 1.52 MI (2.45 KM) TO U.S. HWY
 KZ2364'42. TURN RIGHT ON U.S. HWY 42 FOR 5.34 MI (8.59 KM) TO S.R. 745. TURN
 KZ2364'LEFT ON S.R. 745 FOR 6.03 MI (9.70 KM) TO GLICK ROAD. TURN RIGHT ON
 KZ2364'GLICK ROAD FOR 1.78 MI (2.86 KM) TO MANLEY ROAD. TURN RIGHT ON MANLEY
 KZ2364'ROAD FOR 0.34 MI (0.55 KM) TO THE STATION.
 KZ2364
 KZ2364                          STATION RECOVERY (2006)
 KZ2364
 KZ2364'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 KZ2364'TEAM 1 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2364'STATES POWER SQUADRONS, DID NOT FIND MARKER KZ2364. LOOKS LIKE THE
 KZ2364'ENTIRE AREA HAS BEEN REBUILT. NEW ROADS, BERM, SOD AND UTILITY POLES.
 KZ2364'ACCORDING TO OUR GPS, IT WAS IN THE NEW SOD OR NEW WALK PATH. DIGGING
 KZ2364'DOWN WITH A TROWEL DID NOT REVEAL THE MARKER IN SOD AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2365 ***********************************************************************
 KZ2365  DESIGNATION -  04 0088
 KZ2365  PID         -  KZ2365
 KZ2365  STATE/COUNTY-  OH/DELAWARE
 KZ2365  USGS QUAD   -  SHAWNEE HILLS (1980)
 KZ2365
 KZ2365                         *CURRENT SURVEY CONTROL
 KZ2365  ___________________________________________________________________
 KZ2365* NAD 83(1995)-  40 08 49.07250(N)    083 09 52.03931(W)     ADJUSTED  
 KZ2365* NAVD 88     -       298.5    (meters)     979.     (feet)  GPS OBS   
 KZ2365  ___________________________________________________________________
 KZ2365  X           -     581,103.591 (meters)                     COMP
 KZ2365  Y           -  -4,847,700.027 (meters)                     COMP
 KZ2365  Z           -   4,090,643.500 (meters)                     COMP
 KZ2365  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 KZ2365  ELLIP HEIGHT-         264.91  (meters)          (10/07/05) GPS OBS
 KZ2365  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KZ2365
 KZ2365  HORZ ORDER  -  FIRST
 KZ2365  ELLP ORDER  -  FOURTH    CLASS I
 KZ2365
 KZ2365.The horizontal coordinates were established by GPS observations
 KZ2365.and adjusted by the National Geodetic Survey in April 1998..
 KZ2365
 KZ2365.The orthometric height was determined by GPS observations and a
 KZ2365.high-resolution geoid model.
 KZ2365
 KZ2365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2365
 KZ2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2365
 KZ2365.The ellipsoidal height was determined by GPS observations
 KZ2365.and is referenced to NAD 83.
 KZ2365
 KZ2365.The geoid height was determined by GEOID03.
 KZ2365
 KZ2365;                    North         East     Units Scale Factor Converg.
 KZ2365;SPC OH N     -    53,552.283   543,378.167   MT  1.00006717   -0 26 11.5
 KZ2365;SPC OH S     -   238,559.734   543,380.549   MT  1.00002446   -0 25 17.8
 KZ2365;UTM  17      - 4,446,314.935   315,631.952   MT  1.00001846   -1 23 45.3
 KZ2365
 KZ2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2365!SPC OH N     -   0.99995844  x   1.00006717  =   1.00002561
 KZ2365!SPC OH S     -   0.99995844  x   1.00002446  =   0.99998290
 KZ2365!UTM  17      -   0.99995844  x   1.00001846  =   0.99997690
 KZ2365
 KZ2365:                Primary Azimuth Mark                     Grid Az
 KZ2365:SPC OH N     -  04 0087                                  304 56 36.2
 KZ2365:SPC OH S     -  04 0087                                  304 55 42.5
 KZ2365:UTM  17      -  04 0087                                  305 54 10.0
 KZ2365
 KZ2365|---------------------------------------------------------------------|
 KZ2365| PID    Reference Object                     Distance      Geod. Az  |
 KZ2365|                                                           dddmmss.s |
 KZ2365| KZ2364 04 0087                             APPROX. 0.6 KM 3043024.7 |
 KZ2365|---------------------------------------------------------------------|
 KZ2365
 KZ2365                          SUPERSEDED SURVEY CONTROL
 KZ2365
 KZ2365  ELLIP H (04/01/98)  264.95   (m)                       GP(       ) 4 1
 KZ2365  NAD 83(1986)-  40 08 49.08057(N)    083 09 52.04651(W) AD(       ) 1
 KZ2365
 KZ2365.Superseded values are not recommended for survey control.
 KZ2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2365.See file dsdata.txt to determine how the superseded data were derived.
 KZ2365
 KZ2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1563246315(NAD 83)
 KZ2365_MARKER: DE = TRAVERSE STATION DISK
 KZ2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2365_SP_SET: CONCRETE POST
 KZ2365_STAMPING: DELAWARE COUNTY ENGINEER 04-0088 1991
 KZ2365_MARK LOGO: DCE   
 KZ2365_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2365+STABILITY: SURFACE MOTION
 KZ2365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2365+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2365
 KZ2365  HISTORY     - Date     Condition        Report By
 KZ2365  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2365  HISTORY     - 20060311 MARK NOT FOUND   USPSQD
 KZ2365
 KZ2365                          STATION DESCRIPTION
 KZ2365
 KZ2365'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2365'STATION IS LOCATED ON THE SOUTHEAST CORNER OF GLICK ROAD AND MANLEY
 KZ2365'ROAD, 38.6 FT (11.8 M) SOUTHEAST OF BACK CURB, 32.7 FT (10.0 M)
 KZ2365'SOUTHWEST AND 33.4 FT (10.2 M) NORTHEAST OF ROCK COLUMN ON THE
 KZ2365'SOUTHEAST CORNER OF THE INTERSECTION OF MANLEY ROAD AND GLICK ROAD.
 KZ2365'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2365'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO S. SUNDUSKY ST. CONTINUE
 KZ2365'SOUTHWARDLY ALONG S. SUNDUSKY ST. FOR 1.52 MI (2.45 KM) TO U.S. HWY
 KZ2365'42. TURN RIGHT ON U.S. HWY 42 FOR 5.34 MI (8.59 KM) TO S.R. 745. TURN
 KZ2365'LEFT ON S.R. 745 FOR 6.03 MI (9.70 KM) TO GLICK ROAD. TURN RIGHT ON
 KZ2365'GLICK ROAD FOR 1.78 MI (2.86 KM) TO MANLEY ROAD TO THE STATION.
 KZ2365
 KZ2365                          STATION RECOVERY (2006)
 KZ2365
 KZ2365'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 KZ2365'TEAM 1 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2365'STATES POWER SQUADRONS, DID NOT FIND MARKER KZ2365. LOOKS LIKE THE
 KZ2365'ENTIRE AREA HAS BEEN REBUILT. NEW ROAD, BERM, SOD AND LANDSCAPING.
 KZ2365'ACCORDING TO OUR GPS, IT WAS IN THE NEW SOD AND LANDSCAPING AREA. IF
 KZ2365'INDEED, THE MARKER IS STILL AROUND, I WOULD SUGGEST THAT THE DELAWARE
 KZ2365'CCOUNTY ENGINEERS PLACE A LOCATION SIGN BESIDE THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2366 ***********************************************************************
 KZ2366  DESIGNATION -  04 0089
 KZ2366  PID         -  KZ2366
 KZ2366  STATE/COUNTY-  OH/DELAWARE
 KZ2366  USGS QUAD   -  SHAWNEE HILLS (1980)
 KZ2366
 KZ2366                         *CURRENT SURVEY CONTROL
 KZ2366  ___________________________________________________________________
 KZ2366* NAD 83(1995)-  40 11 50.65278(N)    083 08 02.44692(W)     ADJUSTED  
 KZ2366* NAVD 88     -       271.5    (meters)     891.     (feet)  GPS OBS   
 KZ2366  ___________________________________________________________________
 KZ2366  X           -     583,244.778 (meters)                     COMP
 KZ2366  Y           -  -4,843,782.903 (meters)                     COMP
 KZ2366  Z           -   4,094,905.688 (meters)                     COMP
 KZ2366  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 KZ2366  ELLIP HEIGHT-         237.81  (meters)          (10/07/05) GPS OBS
 KZ2366  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KZ2366
 KZ2366  HORZ ORDER  -  FIRST
 KZ2366  ELLP ORDER  -  FOURTH    CLASS I
 KZ2366
 KZ2366.The horizontal coordinates were established by GPS observations
 KZ2366.and adjusted by the National Geodetic Survey in April 1998..
 KZ2366
 KZ2366.The orthometric height was determined by GPS observations and a
 KZ2366.high-resolution geoid model.
 KZ2366
 KZ2366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2366
 KZ2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2366
 KZ2366.The ellipsoidal height was determined by GPS observations
 KZ2366.and is referenced to NAD 83.
 KZ2366
 KZ2366.The geoid height was determined by GEOID03.
 KZ2366
 KZ2366;                    North         East     Units Scale Factor Converg.
 KZ2366;SPC OH N     -    59,133.801   546,012.992   MT  1.00005356   -0 24 59.5
 KZ2366;SPC OH S     -   244,141.755   546,013.876   MT  1.00003659   -0 24 08.3
 KZ2366;UTM  17      - 4,451,851.244   318,359.821   MT  1.00000616   -1 22 39.8
 KZ2366
 KZ2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2366!SPC OH N     -   0.99996270  x   1.00005356  =   1.00001625
 KZ2366!SPC OH S     -   0.99996270  x   1.00003659  =   0.99999928
 KZ2366!UTM  17      -   0.99996270  x   1.00000616  =   0.99996885
 KZ2366
 KZ2366:                Primary Azimuth Mark                     Grid Az
 KZ2366:SPC OH N     -  04 0090                                  095 05 21.1
 KZ2366:SPC OH S     -  04 0090                                  095 04 29.9
 KZ2366:UTM  17      -  04 0090                                  096 03 01.4
 KZ2366
 KZ2366|---------------------------------------------------------------------|
 KZ2366| PID    Reference Object                     Distance      Geod. Az  |
 KZ2366|                                                           dddmmss.s |
 KZ2366| KZ2367 04 0090                             APPROX. 0.5 KM 0944021.6 |
 KZ2366|---------------------------------------------------------------------|
 KZ2366
 KZ2366                          SUPERSEDED SURVEY CONTROL
 KZ2366
 KZ2366  ELLIP H (04/01/98)  237.83   (m)                       GP(       ) 4 1
 KZ2366  NAD 83(1986)-  40 11 50.66072(N)    083 08 02.45432(W) AD(       ) 1
 KZ2366
 KZ2366.Superseded values are not recommended for survey control.
 KZ2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2366.See file dsdata.txt to determine how the superseded data were derived.
 KZ2366
 KZ2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1836051851(NAD 83)
 KZ2366_MARKER: DE = TRAVERSE STATION DISK
 KZ2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2366_SP_SET: CONCRETE POST
 KZ2366_STAMPING: DELAWARE COUNTY ENGINEER 04-0089 1991
 KZ2366_MARK LOGO: DCE   
 KZ2366_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2366+STABILITY: SURFACE MOTION
 KZ2366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ2366+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KZ2366
 KZ2366  HISTORY     - Date     Condition        Report By
 KZ2366  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2366  HISTORY     - 20060311 GOOD             USPSQD
 KZ2366
 KZ2366                          STATION DESCRIPTION
 KZ2366
 KZ2366'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2366'STATION IS LOCATED ON THE NORTHEAST CORNER OF HOME ROAD AND S. SECTION
 KZ2366'LINE ROAD, 45.0 FT (13.7 M) EAST OF CENTERLINE OF S. SECTION LINE
 KZ2366'ROAD, 50.8 FT (15.5 M) SOUTHEAST OF POLE ON THE EAST SIDE OF S.
 KZ2366'SECTION LINE ROAD, 24.7 FT (7.5 M) NORTHWEST OF POLE ON THE NORTH
 KZ2366'SIDE OF HOME ROAD AND 64.1 FT (19.5 M) NORTHWEST OF POLE ON THE SOUTH
 KZ2366'SIDE OF HOME ROAD.
 KZ2366'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2366'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO S. SUNDUSKY ST. CONTINUE
 KZ2366'SOUTHWARDLY ALONG S. SUNDUSKY ST. FOR 1.52 MI (2.45 KM) TO U.S. HWY
 KZ2366'42. TURN RIGHT ON U.S. HWY 42 FOR 3.66 MI (5.89 KM) TO S. SECTION
 KZ2366'LINE ROAD. TURN LEFT ON S. SECTION LINE ROAD FOR 4.05 MI (6.52 KM) TO
 KZ2366'HOME ROAD TO THE STATION.
 KZ2366
 KZ2366                          STATION RECOVERY (2006)
 KZ2366
 KZ2366'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 KZ2366'TEAM 1 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNTIED
 KZ2366'STATES POWER SQUADRONS FOUND MARKER KZ2366. THE MARKER WAS IN GOOD
 KZ2366'CONDITION AND ABOUT 6 INCHES BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2367 ***********************************************************************
 KZ2367  DESIGNATION -  04 0090
 KZ2367  PID         -  KZ2367
 KZ2367  STATE/COUNTY-  OH/DELAWARE
 KZ2367  USGS QUAD   -  SHAWNEE HILLS (1980)
 KZ2367
 KZ2367                         *CURRENT SURVEY CONTROL
 KZ2367  ___________________________________________________________________
 KZ2367* NAD 83(1995)-  40 11 49.22981(N)    083 07 39.75346(W)     ADJUSTED  
 KZ2367* NAVD 88     -       275.9    (meters)     905.     (feet)  GPS OBS   
 KZ2367  ___________________________________________________________________
 KZ2367  X           -     583,781.484 (meters)                     COMP
 KZ2367  Y           -  -4,843,750.166 (meters)                     COMP
 KZ2367  Z           -   4,094,875.002 (meters)                     COMP
 KZ2367  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 KZ2367  ELLIP HEIGHT-         242.21  (meters)          (10/07/05) GPS OBS
 KZ2367  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KZ2367
 KZ2367  HORZ ORDER  -  FIRST
 KZ2367  ELLP ORDER  -  FOURTH    CLASS I
 KZ2367
 KZ2367.The horizontal coordinates were established by GPS observations
 KZ2367.and adjusted by the National Geodetic Survey in April 1998..
 KZ2367
 KZ2367.The orthometric height was determined by GPS observations and a
 KZ2367.high-resolution geoid model.
 KZ2367
 KZ2367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2367
 KZ2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2367
 KZ2367.The ellipsoidal height was determined by GPS observations
 KZ2367.and is referenced to NAD 83.
 KZ2367
 KZ2367.The geoid height was determined by GEOID03.
 KZ2367
 KZ2367;                    North         East     Units Scale Factor Converg.
 KZ2367;SPC OH N     -    59,086.027   546,549.438   MT  1.00005366   -0 24 44.5
 KZ2367;SPC OH S     -   244,094.114   546,550.325   MT  1.00003649   -0 23 53.9
 KZ2367;UTM  17      - 4,451,794.480   318,895.364   MT  1.00000377   -1 22 25.1
 KZ2367
 KZ2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2367!SPC OH N     -   0.99996200  x   1.00005366  =   1.00001566
 KZ2367!SPC OH S     -   0.99996200  x   1.00003649  =   0.99999849
 KZ2367!UTM  17      -   0.99996200  x   1.00000377  =   0.99996577
 KZ2367
 KZ2367:                Primary Azimuth Mark                     Grid Az
 KZ2367:SPC OH N     -  04 0089                                  275 05 20.7
 KZ2367:SPC OH S     -  04 0089                                  275 04 30.1
 KZ2367:UTM  17      -  04 0089                                  276 03 01.3
 KZ2367
 KZ2367|---------------------------------------------------------------------|
 KZ2367| PID    Reference Object                     Distance      Geod. Az  |
 KZ2367|                                                           dddmmss.s |
 KZ2367| KZ2366 04 0089                             APPROX. 0.5 KM 2744036.2 |
 KZ2367|---------------------------------------------------------------------|
 KZ2367
 KZ2367                          SUPERSEDED SURVEY CONTROL
 KZ2367
 KZ2367  ELLIP H (04/01/98)  242.24   (m)                       GP(       ) 4 1
 KZ2367  NAD 83(1986)-  40 11 49.23776(N)    083 07 39.76085(W) AD(       ) 1
 KZ2367
 KZ2367.Superseded values are not recommended for survey control.
 KZ2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2367.See file dsdata.txt to determine how the superseded data were derived.
 KZ2367
 KZ2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1889551794(NAD 83)
 KZ2367_MARKER: DE = TRAVERSE STATION DISK
 KZ2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2367_SP_SET: CONCRETE POST
 KZ2367_STAMPING: DELAWARE COUNTY ENGINEER 04-0090 1991
 KZ2367_MARK LOGO: DCE   
 KZ2367_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2367+STABILITY: SURFACE MOTION
 KZ2367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2367+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2367
 KZ2367  HISTORY     - Date     Condition        Report By
 KZ2367  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2367  HISTORY     - 20060311 MARK NOT FOUND   USPSQD
 KZ2367
 KZ2367                          STATION DESCRIPTION
 KZ2367
 KZ2367'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2367'STATION IS LOCATED ON THE SOUTH SIDE OF HOME ROAD, 0.30 MI (0.48 KM)
 KZ2367'EAST OF THE INTERSECTION OF HOME ROAD AND S. SECTION LINE ROAD, 18.0
 KZ2367'FT (5.5 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF HOME ROAD, 11.1 FT
 KZ2367'(3.4 M) SOUTHWEST OF A TELEPHONE POLE ON THE SOUTH SIDE OF HOME ROAD
 KZ2367'AND 12.2 FT (3.7 M) NORTHWEST OF FENCE POST AT NORTH END OF FENCE ON
 KZ2367'THE SOUTH SIDE OF HOME ROAD.
 KZ2367'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2367'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO S. SUNDUSKY ST. CONTINUE
 KZ2367'SOUTHWARDLY ALONG S. SUNDUSKY ST. FOR 1.52 MI (2.45 KM) TO U.S. HWY
 KZ2367'42. TURN RIGHT ON U.S. HWY 42 FOR 3.66 MI (5.89 KM) TO S. SECTION
 KZ2367'LINE ROAD. TURN LEFT ON S. SECTION LINE ROAD FOR 4.05 MI (6.52 KM) TO
 KZ2367'HOME ROAD. TURN LEFT ON HOME ROAD FOR 0.30 MI (0.48 KM) TO THE
 KZ2367'STATION.
 KZ2367
 KZ2367                          STATION RECOVERY (2006)
 KZ2367
 KZ2367'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 KZ2367'TEAM 1 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNTIED
 KZ2367'STATES POWER SQUADRONS DID NOT FIND MARKER KZ2367. EVIDENCE OF
 KZ2367'CONSIDERABLE CHANGES IN AREA SUCH AS ROAD, NEW POLE, NEW COLVERT ETC.
 KZ2367'IT MAY BE POSSIBLE THAT IT WAS DESTROYED OR BURIED A CONSIDERABLE
 KZ2367'DISTANCE BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8362 ***********************************************************************
 AC8362  DESIGNATION -  04G A
 AC8362  PID         -  AC8362
 AC8362  STATE/COUNTY-  OH/MAHONING
 AC8362  USGS QUAD   -  SHARON WEST (1994)
 AC8362
 AC8362                         *CURRENT SURVEY CONTROL
 AC8362  ___________________________________________________________________
 AC8362* NAD 83(1995)-  41 07 49.91472(N)    080 37 06.96186(W)     ADJUSTED  
 AC8362* NAVD 88     -       316.0    (meters)    1037.     (feet)  GPS OBS   
 AC8362  ___________________________________________________________________
 AC8362  X           -     784,266.039 (meters)                     COMP
 AC8362  Y           -  -4,746,930.410 (meters)                     COMP
 AC8362  Z           -   4,173,538.367 (meters)                     COMP
 AC8362  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AC8362  ELLIP HEIGHT-         282.10  (meters)          (10/07/05) GPS OBS
 AC8362  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AC8362
 AC8362  HORZ ORDER  -  THIRD
 AC8362  ELLP ORDER  -  FIFTH     CLASS I
 AC8362
 AC8362.This mark is at Lansdowne Airport (04G)
 AC8362
 AC8362.The horizontal coordinates were established by GPS observations
 AC8362.and adjusted by the National Geodetic Survey in May 1997..
 AC8362
 AC8362.The orthometric height was determined by GPS observations and a
 AC8362.high-resolution geoid model.
 AC8362
 AC8362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8362
 AC8362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8362
 AC8362.The ellipsoidal height was determined by GPS observations
 AC8362.and is referenced to NAD 83.
 AC8362
 AC8362.The geoid height was determined by GEOID03.
 AC8362
 AC8362;                    North         East     Units Scale Factor Converg.
 AC8362;SPC OH N     -   164,260.245   757,957.424   MT  0.99993974   +1 14 09.5
 AC8362;UTM  17      - 4,553,317.589   532,012.948   MT  0.99961261   +0 15 03.2
 AC8362
 AC8362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8362!SPC OH N     -   0.99995575  x   0.99993974  =   0.99989550
 AC8362!UTM  17      -   0.99995575  x   0.99961261  =   0.99956838
 AC8362
 AC8362|---------------------------------------------------------------------|
 AC8362| PID    Reference Object                     Distance      Geod. Az  |
 AC8362|                                                           dddmmss.s |
 AC8362| MB2982 LANDPORT                             91.685 METERS 23651     |
 AC8362|---------------------------------------------------------------------|
 AC8362
 AC8362                          SUPERSEDED SURVEY CONTROL
 AC8362
 AC8362.No superseded survey control is available for this station.
 AC8362
 AC8362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3201353318(NAD 83)
 AC8362_MARKER: I = METAL ROD
 AC8362_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8362_STAMPING: 04G A 1995
 AC8362_MARK LOGO: OHDT  
 AC8362_PROJECTION: FLUSH
 AC8362_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8362+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8362_ROD/PIPE-DEPTH: 4.8  meters
 AC8362_SLEEVE-DEPTH  : 0.9 meters
 AC8362
 AC8362  HISTORY     - Date     Condition        Report By
 AC8362  HISTORY     - 1995     MONUMENTED       OHDT
 AC8362
 AC8362                          STATION DESCRIPTION
 AC8362
 AC8362'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (RR)
 AC8362'THE STATION IS LOCATED ON THE NORTHEAST EDGE OF YOUNGSTOWN, 5 KM (3.10
 AC8362'MI) SOUTHWEST OF HUBBARD AT THE LANSDOWNE AIRPORT, ON THE EAST SIDE OF
 AC8362'AND IN LINE WITH THE NORTH EDGE OF THE RAMP NEAR RUNWAY END 20.
 AC8362'OWNERSHIP--LANSDOWNE AIRPORT ASSOCIATION, 1500 NORTH MAIN STREET,
 AC8362'NILES, OH 44446.  FBO IS MIDTOWN AVIATION CORP., 2350 LANSDOWNE
 AC8362'BOULEVARD, YOUNGSTOWN, OH.  44505.  AIRPORT MANAGER IS JOHN D.  FRANK.
 AC8362'PHONE 216-744-0288.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AC8362'INTERSTATE HIGHWAY 80 AND COMBINED STATE HIGHWAYS 7 AND 62 ABOUT 2 KM
 AC8362'(1.25 MI) NORTH OF HUBBARD, GO SOUTH ON HIGHWAYS 7 AND 62 FOR 2.09 KM
 AC8362'(1.30 MI) TO THE JUNCTION OF STATE HIGHWAY 304 WHICH COMBINES AT THIS
 AC8362'POINT WITH HIGHWAYS 7 AND 62.  TURN RIGHT, WEST, ON COMBINED HIGHWAYS
 AC8362'304, 7 AND 62 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF HIGHWAY 304
 AC8362'LEADING WEST AND HIGHWAYS 7 AND 62 LEADING SOUTHWEST. TURN LEFT,
 AC8362'SOUTHWEST, ON HIGHWAY 7 AND 62 FOR 3.23 KM (2.00 MI) TO A TRAFFIC
 AC8362'LIGHT AT A PAVED CROSSROAD, LOGAN GATE ROAD ON THE RIGHT AND APPLE
 AC8362'GATE ROAD ON THE LEFT.  TURN LEFT, SOUTHERLY, ON APPLE GATE ROAD FOR
 AC8362'0.88 KM (0.55 MI) TO THE JUNCTION OF LIBERTY ROAD.  CONTINUE AHEAD,
 AC8362'SOUTHERLY, ON APPLE GATE ROAD FOR 0.48 KM (0.30 MI) TO A GRAVEL ROAD
 AC8362'RIGHT (THE AIRPORT ENTRANCE ROAD) .  TURN RIGHT, WEST-SOUTHWEST, ON
 AC8362'THE ROAD FOR 0.16 KM (0.10 MI) TO THE APRON. CONTINUE AHEAD FOR .05 MI
 AC8362'(0.08 KM) TO THE TAXI STRIP TURN RIGHT NORTHEAST ON TAXIWAY FOR ABOUT
 AC8362'50 METERS (164.0 FT) TO THE STATION ON THE RIGHT.THE STATION IS 10
 AC8362'METERS (32.8 FT) EAST OF THE TAXIWAY,76 METERS SOUTH-SOUTHWEST OF THE
 AC8362'SOUTHWEST CORNER OF THE NORTERN MOST HANGAR BUILDING AND 66.5 METERS
 AC8362'(218.2 FT) NORTH OF THE NORTH CORNER OF THE GAS PUMP HOUSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8361 ***********************************************************************
 AC8361  SACS        -  This is a Secondary Airport Control Station.
 AC8361  DESIGNATION -  04G B
 AC8361  PID         -  AC8361
 AC8361  STATE/COUNTY-  OH/MAHONING
 AC8361  USGS QUAD   -  SHARON WEST (1994)
 AC8361
 AC8361                         *CURRENT SURVEY CONTROL
 AC8361  ___________________________________________________________________
 AC8361* NAD 83(1995)-  41 08 04.02954(N)    080 37 05.99965(W)     ADJUSTED  
 AC8361* NAVD 88     -       317.73   (meters)    1042.4    (feet)  GPS OBS   
 AC8361  ___________________________________________________________________
 AC8361  X           -     784,241.698 (meters)                     COMP
 AC8361  Y           -  -4,746,645.400 (meters)                     COMP
 AC8361  Z           -   4,173,867.453 (meters)                     COMP
 AC8361  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AC8361  ELLIP HEIGHT-         283.79  (meters)          (10/07/05) GPS OBS
 AC8361  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AC8361
 AC8361  HORZ ORDER  -  FIRST
 AC8361  ELLP ORDER  -  FIFTH     CLASS I
 AC8361
 AC8361.This mark is at Lansdowne Airport (04G)
 AC8361
 AC8361.The horizontal coordinates were established by GPS observations
 AC8361.and adjusted by the National Geodetic Survey in May 1997..
 AC8361
 AC8361.The orthometric height was determined by GPS observations and a
 AC8361.high-resolution geoid model.
 AC8361
 AC8361.GPS derived orthometric heights for airport stations designated as
 AC8361.PACS or SACS are published to 2 decimal places.  This maintains
 AC8361.centimeter relative accuracy between the PACS and SACS.  It does
 AC8361.not indicate centimeter accuracy relative to other marks which are
 AC8361.part of the NAVD 88 network.
 AC8361
 AC8361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8361
 AC8361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8361
 AC8361.The ellipsoidal height was determined by GPS observations
 AC8361.and is referenced to NAD 83.
 AC8361
 AC8361.The geoid height was determined by GEOID03.
 AC8361
 AC8361;                    North         East     Units Scale Factor Converg.
 AC8361;SPC OH N     -   164,696.030   757,970.468   MT  0.99993982   +1 14 10.2
 AC8361;UTM  17      - 4,553,752.942   532,033.475   MT  0.99961263   +0 15 03.9
 AC8361
 AC8361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8361!SPC OH N     -   0.99995549  x   0.99993982  =   0.99989531
 AC8361!UTM  17      -   0.99995549  x   0.99961263  =   0.99956813
 AC8361
 AC8361:                Primary Azimuth Mark                     Grid Az
 AC8361:SPC OH N     -  LANDPORT                                 190 18 43.8
 AC8361:UTM  17      -  LANDPORT                                 191 17 50.1
 AC8361
 AC8361|---------------------------------------------------------------------|
 AC8361| PID    Reference Object                     Distance      Geod. Az  |
 AC8361|                                                           dddmmss.s |
 AC8361| MB2982 LANDPORT                            495.586 METERS 1913254.0 |
 AC8361|---------------------------------------------------------------------|
 AC8361
 AC8361                          SUPERSEDED SURVEY CONTROL
 AC8361
 AC8361  ELLIP H (05/09/97)  283.78   (m)                       GP(       ) 5 1
 AC8361
 AC8361.Superseded values are not recommended for survey control.
 AC8361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8361.See file dsdata.txt to determine how the superseded data were derived.
 AC8361
 AC8361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3203353753(NAD 83)
 AC8361_MARKER: DD = SURVEY DISK
 AC8361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC8361_STAMPING: 04G B 1995
 AC8361_MARK LOGO: OHDT  
 AC8361_PROJECTION: RECESSED 3 CENTIMETERS
 AC8361_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8361+STABILITY: SURFACE MOTION
 AC8361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8361+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8361_ROD/PIPE-DEPTH: 1.0  meters
 AC8361
 AC8361  HISTORY     - Date     Condition        Report By
 AC8361  HISTORY     - 1995     MONUMENTED       NGS
 AC8361
 AC8361                          STATION DESCRIPTION
 AC8361
 AC8361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC8361'THE STATION IS LOCATED ON THE NORTHEAST EDGE OF YOUNGSTOWN, 5 KM (3.10
 AC8361'MI) SOUTHWEST OF HUBBARD AT THE LANSDOWNE AIRPORT, ON THE EAST SIDE OF
 AC8361'AND IN LINE WITH THE NORTH EDGE OF THE RAMP NEAR RUNWAY END 20.
 AC8361'OWNERSHIP--LANSDOWNE AIRPORT ASSOCIATION, 1500 NORTH MAIN STREET,
 AC8361'NILES, OH 44446.  FBO IS MIDTOWN AVIATION CORP., 2350 LANSDOWNE
 AC8361'BOULEVARD, YOUNGSTOWN, OH.  44505.  AIRPORT MANAGER IS JOHN D.  FRANK.
 AC8361'PHONE 216-744-0288.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AC8361'INTERSTATE HIGHWAY 80 AND COMBINED STATE HIGHWAYS 7 AND 62 ABOUT 2 KM
 AC8361'(1.25 MI) NORTH OF HUBBARD, GO SOUTH ON HIGHWAYS 7 AND 62 FOR 2.09 KM
 AC8361'(1.30 MI) TO THE JUNCTION OF STATE HIGHWAY 304 WHICH COMBINES AT THIS
 AC8361'POINT WITH HIGHWAYS 7 AND 62.  TURN RIGHT, WEST, ON COMBINED HIGHWAYS
 AC8361'304, 7 AND 62 FOR 1.2 KM (0.75 MI) TO THE JUNCTION OF HIGHWAY 304
 AC8361'LEADING WEST AND HIGHWAYS 7 AND 62 LEADING SOUTHWEST. TURN LEFT,
 AC8361'SOUTHWEST, ON HIGHWAY 7 AND 62 FOR 3.23 KM (2.00 MI) TO A TRAFFIC
 AC8361'LIGHT AT A PAVED CROSSROAD, LOGAN GATE ROAD ON THE RIGHT AND APPLE
 AC8361'GATE ROAD ON THE LEFT.  TURN LEFT, SOUTHERLY, ON APPLE GATE ROAD FOR
 AC8361'0.88 KM (0.55 MI) TO THE JUNCTION OF LIBERTY ROAD.  CONTINUE AHEAD,
 AC8361'SOUTHERLY, ON APPLE GATE ROAD FOR 0.48 KM (0.30 MI) TO A GRAVEL ROAD
 AC8361'RIGHT (THE AIRPORT ENTRANCE ROAD) .  TURN RIGHT, WEST-SOUTHWEST, ON
 AC8361'THE ROAD FOR 0.16 KM (0.10 MI) TO THE APRON.  BEAR RIGHT,
 AC8361'WEST-NORTHWEST, ACROSS THE APRON AND ALONG THE RAMP FOR 0.08 KM (0.05
 AC8361'MI) TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT, NORTH-NORTHEAST, ALONG
 AC8361'THE RUNWAY FOR 0.48 KM (0.30 MI) TO THE STATION ON THE LEFT.  THE
 AC8361'STATION IS A SURVEY DISK ATOP A 1M LONG FENO ROD ENCASED IN A 12.7 CM
 AC8361'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET 3 CM BELOW THE
 AC8361'GROUND SURFACE.  IT IS 18.3 M (60.0 FT) SOUTHWEST OF THE NORTHWEST
 AC8361'CORNER OF THE RUNWAY END, 17.1 M (56.1 FT) NORTH-NORTHWEST OF THE
 AC8361'CENTER OF THE RUNWAY, 2.5 M (8.2 FT) EAST OF THE NORTHEAST CORNER OF
 AC8361'THE RAMP, AND 0.6 M (2.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 AC8361'--NOTE THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2338 ***********************************************************************
 KZ2338  DESIGNATION -  05 0061
 KZ2338  PID         -  KZ2338
 KZ2338  STATE/COUNTY-  OH/DELAWARE
 KZ2338  USGS QUAD   -  OSTRANDER (1988)
 KZ2338
 KZ2338                         *CURRENT SURVEY CONTROL
 KZ2338  ___________________________________________________________________
 KZ2338* NAD 83(1995)-  40 18 04.02451(N)    083 07 35.84454(W)     ADJUSTED  
 KZ2338* NAVD 88     -       291.8    (meters)     957.     (feet)  GPS OBS   
 KZ2338  ___________________________________________________________________
 KZ2338  X           -     582,980.789 (meters)                     COMP
 KZ2338  Y           -  -4,836,335.133 (meters)                     COMP
 KZ2338  Z           -   4,103,708.764 (meters)                     COMP
 KZ2338  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 KZ2338  ELLIP HEIGHT-         257.87  (meters)          (10/07/05) GPS OBS
 KZ2338  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KZ2338
 KZ2338  HORZ ORDER  -  FIRST
 KZ2338  ELLP ORDER  -  FOURTH    CLASS I
 KZ2338
 KZ2338.The horizontal coordinates were established by GPS observations
 KZ2338.and adjusted by the National Geodetic Survey in April 1998..
 KZ2338
 KZ2338.The orthometric height was determined by GPS observations and a
 KZ2338.high-resolution geoid model.
 KZ2338
 KZ2338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2338
 KZ2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2338
 KZ2338.The ellipsoidal height was determined by GPS observations
 KZ2338.and is referenced to NAD 83.
 KZ2338
 KZ2338.The geoid height was determined by GEOID03.
 KZ2338
 KZ2338;                    North         East     Units Scale Factor Converg.
 KZ2338;SPC OH N     -    70,645.806   546,724.957   MT  1.00002795   -0 24 42.0
 KZ2338;UTM  17      - 4,463,349.245   319,265.074   MT  1.00000211   -1 22 33.2
 KZ2338
 KZ2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2338!SPC OH N     -   0.99995955  x   1.00002795  =   0.99998750
 KZ2338!UTM  17      -   0.99995955  x   1.00000211  =   0.99996166
 KZ2338
 KZ2338|---------------------------------------------------------------------|
 KZ2338| PID    Reference Object                     Distance      Geod. Az  |
 KZ2338|                                                           dddmmss.s |
 KZ2338| KZ2339 16 0062                             381.618 METERS 00254     |
 KZ2338|---------------------------------------------------------------------|
 KZ2338
 KZ2338                          SUPERSEDED SURVEY CONTROL
 KZ2338
 KZ2338  ELLIP H (04/01/98)  257.90   (m)                       GP(       ) 4 1
 KZ2338  NAD 83(1986)-  40 18 04.03220(N)    083 07 35.85290(W) AD(       ) 1
 KZ2338
 KZ2338.Superseded values are not recommended for survey control.
 KZ2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2338.See file dsdata.txt to determine how the superseded data were derived.
 KZ2338
 KZ2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1926563349(NAD 83)
 KZ2338_MARKER: DE = TRAVERSE STATION DISK
 KZ2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2338_SP_SET: CONCRETE POST
 KZ2338_STAMPING: DELAWARE COUNTY ENGINEER 05-0061 1991
 KZ2338_MARK LOGO: DCE   
 KZ2338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2338+STABILITY: SURFACE MOTION
 KZ2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2338+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2338
 KZ2338  HISTORY     - Date     Condition        Report By
 KZ2338  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2338
 KZ2338                          STATION DESCRIPTION
 KZ2338
 KZ2338'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2338'STATION IS LOCATED ON THE EAST SIDE OF S. SECTION LINE ROAD, 500.0 FT
 KZ2338'(152.4 M) NORTH OF THE INTERSECTION OF U.S. HWY 36 AND S. SECTION
 KZ2338'LINE ROAD, 2.5 FT (0.8 M) EAST OF EAST EDGE OF PAVEMENT OF SAID S.
 KZ2338'SECTION LINE ROAD, 29.0 FT (8.8 M) EAST OF A STOP AHEAD SIGN ON THE
 KZ2338'WEST SIDE OF SAID S. SECTION LINE ROAD, 93.3 FT (28.4 M) NORTH OF
 KZ2338'POLE ON THE EAST SIDE OF SAID S. SECTION LINE ROAD AND 115.0 FT
 KZ2338'(35.1 M) NORTH OF CENTERLINE DRIVE TO HOUSE NO. 1090 ON THE WEST SIDE
 KZ2338'OF SAID S. SECTION LINE ROAD.
 KZ2338'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2338'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO U.S. HWY 36. TURN RIGHT ON
 KZ2338'U.S. HWY 36 FOR 3.20 MI (5.15 KM) TO S. SECTION LINE ROAD. TURN RIGHT
 KZ2338'ON S. SECTION LINE ROAD FOR 0.10 MI (0.16 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2340 ***********************************************************************
 KZ2340  DESIGNATION -  05 0063
 KZ2340  PID         -  KZ2340
 KZ2340  STATE/COUNTY-  OH/DELAWARE
 KZ2340  USGS QUAD   -  DELAWARE (1973)
 KZ2340
 KZ2340                         *CURRENT SURVEY CONTROL
 KZ2340  ___________________________________________________________________
 KZ2340* NAD 83(1995)-  40 16 36.41063(N)    083 04 48.89527(W)     ADJUSTED  
 KZ2340* NAVD 88     -       288.4    (meters)     946.     (feet)  GPS OBS   
 KZ2340  ___________________________________________________________________
 KZ2340  X           -     587,105.324 (meters)                     COMP
 KZ2340  Y           -  -4,837,593.930 (meters)                     COMP
 KZ2340  Z           -   4,101,645.093 (meters)                     COMP
 KZ2340  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 KZ2340  ELLIP HEIGHT-         254.45  (meters)          (10/07/05) GPS OBS
 KZ2340  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KZ2340
 KZ2340  HORZ ORDER  -  FIRST
 KZ2340  ELLP ORDER  -  FOURTH    CLASS I
 KZ2340
 KZ2340.The horizontal coordinates were established by GPS observations
 KZ2340.and adjusted by the National Geodetic Survey in April 1998..
 KZ2340
 KZ2340.The orthometric height was determined by GPS observations and a
 KZ2340.high-resolution geoid model.
 KZ2340
 KZ2340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2340
 KZ2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2340
 KZ2340.The ellipsoidal height was determined by GPS observations
 KZ2340.and is referenced to NAD 83.
 KZ2340
 KZ2340.The geoid height was determined by GEOID03.
 KZ2340
 KZ2340;                    North         East     Units Scale Factor Converg.
 KZ2340;SPC OH N     -    67,916.097   550,649.666   MT  1.00003367   -0 22 52.3
 KZ2340;UTM  17      - 4,460,553.989   323,143.153   MT  0.99998504   -1 20 42.7
 KZ2340
 KZ2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2340!SPC OH N     -   0.99996009  x   1.00003367  =   0.99999375
 KZ2340!UTM  17      -   0.99996009  x   0.99998504  =   0.99994513
 KZ2340
 KZ2340:                Primary Azimuth Mark                     Grid Az
 KZ2340:SPC OH N     -  05 0064                                  093 51 27.5
 KZ2340:UTM  17      -  05 0064                                  094 49 17.9
 KZ2340
 KZ2340|---------------------------------------------------------------------|
 KZ2340| PID    Reference Object                     Distance      Geod. Az  |
 KZ2340|                                                           dddmmss.s |
 KZ2340| KZ2341 05 0064                             454.734 METERS 0932835.2 |
 KZ2340|---------------------------------------------------------------------|
 KZ2340
 KZ2340                          SUPERSEDED SURVEY CONTROL
 KZ2340
 KZ2340  ELLIP H (04/01/98)  254.46   (m)                       GP(       ) 4 1
 KZ2340  NAD 83(1986)-  40 16 36.41880(N)    083 04 48.90368(W) AD(       ) 1
 KZ2340
 KZ2340.Superseded values are not recommended for survey control.
 KZ2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2340.See file dsdata.txt to determine how the superseded data were derived.
 KZ2340
 KZ2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2314360554(NAD 83)
 KZ2340_MARKER: DE = TRAVERSE STATION DISK
 KZ2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2340_SP_SET: CONCRETE POST
 KZ2340_STAMPING: DELAWARE COUNTY ENGINEER 05-0063 1991
 KZ2340_MARK LOGO: DCE   
 KZ2340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2340+STABILITY: SURFACE MOTION
 KZ2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2340+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2340
 KZ2340  HISTORY     - Date     Condition        Report By
 KZ2340  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2340
 KZ2340                          STATION DESCRIPTION
 KZ2340
 KZ2340'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2340'STATION IS LOCATED ON THE SOUTHEAST CORNER OF THE INTERSECTION OF U.S.
 KZ2340'HWY 42 AND LIBERTY ROAD, 8.9 FT (2.7 M) SOUTH OF SOUTH EDGE OF
 KZ2340'PAVEMENT OF U.S. HWY 42, 1.6 FT (0.5 M) SOUTH OF GUARD RAIL ON THE
 KZ2340'SOUTH SIDE OF U.S. HYW 42, 58.2 FT (17.7 M) SOUTHEAST OF NORTHEAST
 KZ2340'CORNER AND 36.2 FT (11.0 M) SOUTHEAST OF SOUTHEAST CORNER OF BRIDGE
 KZ2340'DECK OVER LIBERTY ROAD.
 KZ2340'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2340'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO S. SUNDUSKY ST. CONTINUE
 KZ2340'SOUTHWARDLY ALONG S. SUNDUSKY ST. FOR 1.50 MI (2.41 KM) TO U.S. HWY
 KZ2340'42. TURN RIGHT ON U.S. HWY 42 FOR 0.40 MI (0.64 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2341 ***********************************************************************
 KZ2341  DESIGNATION -  05 0064
 KZ2341  PID         -  KZ2341
 KZ2341  STATE/COUNTY-  OH/DELAWARE
 KZ2341  USGS QUAD   -  DELAWARE (1973)
 KZ2341
 KZ2341                         *CURRENT SURVEY CONTROL
 KZ2341  ___________________________________________________________________
 KZ2341* NAD 83(1995)-  40 16 35.51621(N)    083 04 29.68233(W)     ADJUSTED  
 KZ2341* NAVD 88     -       279.4    (meters)     917.     (feet)  GPS OBS   
 KZ2341  ___________________________________________________________________
 KZ2341  X           -     587,557.260 (meters)                     COMP
 KZ2341  Y           -  -4,837,550.187 (meters)                     COMP
 KZ2341  Z           -   4,101,618.291 (meters)                     COMP
 KZ2341  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 KZ2341  ELLIP HEIGHT-         245.55  (meters)          (10/07/05) GPS OBS
 KZ2341  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KZ2341
 KZ2341  HORZ ORDER  -  FIRST
 KZ2341  ELLP ORDER  -  FOURTH    CLASS I
 KZ2341
 KZ2341.The horizontal coordinates were established by GPS observations
 KZ2341.and adjusted by the National Geodetic Survey in April 1998..
 KZ2341
 KZ2341.The orthometric height was determined by GPS observations and a
 KZ2341.high-resolution geoid model.
 KZ2341
 KZ2341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2341
 KZ2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2341
 KZ2341.The ellipsoidal height was determined by GPS observations
 KZ2341.and is referenced to NAD 83.
 KZ2341
 KZ2341.The geoid height was determined by GEOID03.
 KZ2341
 KZ2341;                    North         East     Units Scale Factor Converg.
 KZ2341;SPC OH N     -    67,885.503   551,103.385   MT  1.00003373   -0 22 39.7
 KZ2341;UTM  17      - 4,460,515.767   323,596.270   MT  0.99998307   -1 20 30.2
 KZ2341
 KZ2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2341!SPC OH N     -   0.99996148  x   1.00003373  =   0.99999521
 KZ2341!UTM  17      -   0.99996148  x   0.99998307  =   0.99994455
 KZ2341
 KZ2341:                Primary Azimuth Mark                     Grid Az
 KZ2341:SPC OH N     -  05 0063                                  273 51 27.3
 KZ2341:UTM  17      -  05 0063                                  274 49 17.8
 KZ2341
 KZ2341|---------------------------------------------------------------------|
 KZ2341| PID    Reference Object                     Distance      Geod. Az  |
 KZ2341|                                                           dddmmss.s |
 KZ2341| KZ2340 05 0063                             454.734 METERS 2732847.6 |
 KZ2341|---------------------------------------------------------------------|
 KZ2341
 KZ2341                          SUPERSEDED SURVEY CONTROL
 KZ2341
 KZ2341  ELLIP H (04/01/98)  245.56   (m)                       GP(       ) 4 1
 KZ2341  NAD 83(1986)-  40 16 35.52438(N)    083 04 29.69074(W) AD(       ) 1
 KZ2341
 KZ2341.Superseded values are not recommended for survey control.
 KZ2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2341.See file dsdata.txt to determine how the superseded data were derived.
 KZ2341
 KZ2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2359660516(NAD 83)
 KZ2341_MARKER: DE = TRAVERSE STATION DISK
 KZ2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2341_SP_SET: CONCRETE POST
 KZ2341_STAMPING: DELAWARE COUNTY ENGINEER 05-0064 1991
 KZ2341_MARK LOGO: DCE   
 KZ2341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2341+STABILITY: SURFACE MOTION
 KZ2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2341+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2341
 KZ2341  HISTORY     - Date     Condition        Report By
 KZ2341  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2341
 KZ2341                          STATION DESCRIPTION
 KZ2341
 KZ2341'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2341'STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HWY 42, 0.25 MI
 KZ2341'(0.40 KM) WEST OF OVERPASS ON U.S. HWY 42 OVER U.S. HWY 23, 9.4 FT
 KZ2341'(2.9 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF U.S. HWY 42, 3.2 FT
 KZ2341'(1.0 M) SOUTHWEST OF THE WEST END OF GUARD RAIL ON THE SOUTH SIDE OF
 KZ2341'SAID U.S. HYW 42, 48.3 FT (14.7 M) NORTH OF R/W FENCE ON THE SOUTH
 KZ2341'SIDE OF SAID U.S. HWY 42.
 KZ2341'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2341'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO S. SUNDUSKY ST. CONTINUE
 KZ2341'SOUTHWARDLY ALONG S. SUNDUSKY ST. FOR 1.50 MI (2.41 KM) TO U.S. HWY
 KZ2341'42. TURN RIGHT ON U.S. HWY 42 FOR 0.25 MI (0.40 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2342 ***********************************************************************
 KZ2342  DESIGNATION -  05 0065
 KZ2342  PID         -  KZ2342
 KZ2342  STATE/COUNTY-  OH/DELAWARE
 KZ2342  USGS QUAD   -  DELAWARE (1973)
 KZ2342
 KZ2342                         *CURRENT SURVEY CONTROL
 KZ2342  ___________________________________________________________________
 KZ2342* NAD 83(1995)-  40 18 53.87969(N)    083 02 19.30626(W)     ADJUSTED  
 KZ2342* NAVD 88     -       286.9    (meters)     941.     (feet)  GPS OBS   
 KZ2342  ___________________________________________________________________
 KZ2342  X           -     590,281.016 (meters)                     COMP
 KZ2342  Y           -  -4,834,443.579 (meters)                     COMP
 KZ2342  Z           -   4,104,878.292 (meters)                     COMP
 KZ2342  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 KZ2342  ELLIP HEIGHT-         252.95  (meters)          (10/07/05) GPS OBS
 KZ2342  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KZ2342
 KZ2342  HORZ ORDER  -  FIRST
 KZ2342  ELLP ORDER  -  FOURTH    CLASS I
 KZ2342
 KZ2342.The horizontal coordinates were established by GPS observations
 KZ2342.and adjusted by the National Geodetic Survey in April 1998..
 KZ2342
 KZ2342.The orthometric height was determined by GPS observations and a
 KZ2342.high-resolution geoid model.
 KZ2342
 KZ2342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2342
 KZ2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2342
 KZ2342.The ellipsoidal height was determined by GPS observations
 KZ2342.and is referenced to NAD 83.
 KZ2342
 KZ2342.The geoid height was determined by GEOID03.
 KZ2342
 KZ2342;                    North         East     Units Scale Factor Converg.
 KZ2342;SPC OH N     -    72,133.638   554,209.863   MT  1.00002478   -0 21 14.0
 KZ2342;UTM  17      - 4,464,710.774   326,773.667   MT  0.99996939   -1 19 09.6
 KZ2342
 KZ2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2342!SPC OH N     -   0.99996032  x   1.00002478  =   0.99998510
 KZ2342!UTM  17      -   0.99996032  x   0.99996939  =   0.99992971
 KZ2342
 KZ2342:                Primary Azimuth Mark                     Grid Az
 KZ2342:SPC OH N     -  05 0066                                  255 07 31.3
 KZ2342:UTM  17      -  05 0066                                  256 05 26.9
 KZ2342
 KZ2342|---------------------------------------------------------------------|
 KZ2342| PID    Reference Object                     Distance      Geod. Az  |
 KZ2342|                                                           dddmmss.s |
 KZ2342| KZ2343 05 0066                             APPROX. 0.7 KM 2544617.3 |
 KZ2342|---------------------------------------------------------------------|
 KZ2342
 KZ2342                          SUPERSEDED SURVEY CONTROL
 KZ2342
 KZ2342  ELLIP H (04/01/98)  252.98   (m)                       GP(       ) 4 1
 KZ2342  NAD 83(1986)-  40 18 53.88766(N)    083 02 19.31469(W) AD(       ) 1
 KZ2342
 KZ2342.Superseded values are not recommended for survey control.
 KZ2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2342.See file dsdata.txt to determine how the superseded data were derived.
 KZ2342
 KZ2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2677464711(NAD 83)
 KZ2342_MARKER: DE = TRAVERSE STATION DISK
 KZ2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2342_SP_SET: CONCRETE POST
 KZ2342_STAMPING: DELAWARE COUNTY ENGINEER 05-0065 1991
 KZ2342_MARK LOGO: DCE   
 KZ2342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2342+STABILITY: SURFACE MOTION
 KZ2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2342+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2342
 KZ2342  HISTORY     - Date     Condition        Report By
 KZ2342  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2342  HISTORY     - 20060311 GOOD             USPSQD
 KZ2342
 KZ2342                          STATION DESCRIPTION
 KZ2342
 KZ2342'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2342'STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HWY 42, 0.525 MI
 KZ2342'(0.845 KM) NORTHEAST OF OVERPASS ON U.S. HWY 42 OVER THE NORFOLK
 KZ2342'SOUTHERN RAIL ROAD, 17.2 FT (5.2 M) SOUTH OF SOUTH EDGE OF PAVEMENT
 KZ2342'OF U.S. HWY 42, 52.3 FT (15.9 M) EAST OF CENTERLINE DRIVE TO TRADERS
 KZ2342'POINT ON THE SOUTHS SIDE OF SAID U.S. HYW 42, 6.5 FT (2.0 M)
 KZ2342'NORTHWEST OF TELEPHONE BOX ON THE SOUTH SIDE OF SAID U.S. HWY 42.
 KZ2342'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2342'S.R. 37 FOR 0.50 MI (0.80 KM) TO LAKE STREET (U.S. HWY 42). TURN LEFT
 KZ2342'ON U.S HWY 42 FOR 1.50 MI (2.41 KM) TO THE STATION.
 KZ2342
 KZ2342                          STATION RECOVERY (2006)
 KZ2342
 KZ2342'RECOVERY NOTE BY US POWER SQUADRON 2006 (LL)
 KZ2342'EDIT NEEDED IN DECRIPTION LOCATION. IT SHOULD READ AS FOLLOWS.
 KZ2342' 
 KZ2342'EAST OF CENTERLINE DRIVE TO JED'S RENTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2343 ***********************************************************************
 KZ2343  CBN         -  This is a Cooperative Base Network Control Station.
 KZ2343  DESIGNATION -  05 0066
 KZ2343  PID         -  KZ2343
 KZ2343  STATE/COUNTY-  OH/DELAWARE
 KZ2343  USGS QUAD   -  DELAWARE (1973)
 KZ2343
 KZ2343                         *CURRENT SURVEY CONTROL
 KZ2343  ___________________________________________________________________
 KZ2343* NAD 83(1995)-  40 18 48.32091(N)    083 02 45.97677(W)     ADJUSTED  
 KZ2343* NAVD 88     -       285.9    (meters)     938.     (feet)  GPS OBS   
 KZ2343  ___________________________________________________________________
 KZ2343  X           -     589,669.242 (meters)                     COMP
 KZ2343  Y           -  -4,834,629.202 (meters)                     COMP
 KZ2343  Z           -   4,104,746.882 (meters)                     COMP
 KZ2343  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 KZ2343  ELLIP HEIGHT-         251.92  (meters)          (09/23/04) GPS OBS
 KZ2343  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KZ2343
 KZ2343  HORZ ORDER  -  A
 KZ2343  ELLP ORDER  -  FOURTH    CLASS I
 KZ2343
 KZ2343.The horizontal coordinates were established by GPS observations
 KZ2343.and adjusted by the National Geodetic Survey in September 2004..
 KZ2343
 KZ2343.The orthometric height was determined by GPS observations and a
 KZ2343.high-resolution geoid model.
 KZ2343
 KZ2343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2343
 KZ2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2343
 KZ2343.The ellipsoidal height was determined by GPS observations
 KZ2343.and is referenced to NAD 83.
 KZ2343
 KZ2343.The geoid height was determined by GEOID03.
 KZ2343
 KZ2343;                    North         East     Units Scale Factor Converg.
 KZ2343;SPC OH N     -    71,966.095   553,579.064   MT  1.00002513   -0 21 31.5
 KZ2343;UTM  17      - 4,464,553.891   326,140.169   MT  0.99997210   -1 19 26.7
 KZ2343
 KZ2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2343!SPC OH N     -   0.99996048  x   1.00002513  =   0.99998561
 KZ2343!UTM  17      -   0.99996048  x   0.99997210  =   0.99993258
 KZ2343
 KZ2343:                Primary Azimuth Mark                     Grid Az
 KZ2343:SPC OH N     -  05 0065                                  075 07 31.6
 KZ2343:UTM  17      -  05 0065                                  076 05 26.8
 KZ2343
 KZ2343|---------------------------------------------------------------------|
 KZ2343| PID    Reference Object                     Distance      Geod. Az  |
 KZ2343|                                                           dddmmss.s |
 KZ2343| KZ2342 05 0065                             APPROX. 0.7 KM 0744600.1 |
 KZ2343|---------------------------------------------------------------------|
 KZ2343
 KZ2343                          SUPERSEDED SURVEY CONTROL
 KZ2343
 KZ2343  NAD 83(1995)-  40 18 48.32071(N)    083 02 45.97607(W) AD(       ) 1
 KZ2343  ELLIP H (04/01/98)  251.93   (m)                       GP(       ) 4 1
 KZ2343  NAD 83(1986)-  40 18 48.32863(N)    083 02 45.98464(W) AD(       ) 1
 KZ2343
 KZ2343.Superseded values are not recommended for survey control.
 KZ2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2343.See file dsdata.txt to determine how the superseded data were derived.
 KZ2343
 KZ2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2614064554(NAD 83)
 KZ2343_MARKER: DD = SURVEY DISK
 KZ2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2343_SP_SET: CONCRETE POST
 KZ2343_STAMPING: 05-0066 1990
 KZ2343_MARK LOGO: OH-041
 KZ2343_PROJECTION: FLUSH
 KZ2343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2343+STABILITY: SURFACE MOTION
 KZ2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2343+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 KZ2343
 KZ2343  HISTORY     - Date     Condition        Report By
 KZ2343  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2343  HISTORY     - 20030610 GOOD             WOOLPT
 KZ2343
 KZ2343                          STATION DESCRIPTION
 KZ2343
 KZ2343'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2343'STATION IS LOCATED ON THE NORTH SIDE OF U.S. HWY 42, 0.15 MI
 KZ2343'(0.24 KM) NORTHEAST OF OVERPASS ON U.S. HWY 42 OVER THE NORFOLK
 KZ2343'SOUTHERN RAIL ROAD, 19.6 FT (6.0 M) NORTH OF NORTH EDGE OF PAVEMENT
 KZ2343'OF U.S. HWY 42, 23.0 FT (7.0 M) NORTHEAST OF A SIGN ON THE NORTH SIDE
 KZ2343'OF SAID U.S. HYW 42 AND 40.7 FT (12.4 M) NORTHWEST OF A MAIL BOX NO.
 KZ2343'888 ON THE NORTH SIDE OF SAID U.S. HWY 42.
 KZ2343'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2343'S.R. 37 FOR 0.50 MI (0.80 KM) TO LAKE STREET (U.S. HWY 42). TURN LEFT
 KZ2343'ON U.S HWY 42 FOR 1.13 MI (1.82 KM) TO THE STATION.
 KZ2343
 KZ2343                          STATION RECOVERY (2003)
 KZ2343
 KZ2343'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (GTF)
 KZ2343'THE STATION IS LOCATED ABOUT 6.5 KM SOUTHEAST OF THE SOUTHERNMOST TIP
 KZ2343'OF  THE DELAWARE RESERVOIR, 6.2 KM NORTHEAST OF DELAWARE, 4 KM WEST OF
 KZ2343'KILBOURNE AND 3.2 KM SOUTHEAST OF LEONARDSBURG.
 KZ2343' 
 KZ2343'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 36 AND
 KZ2343'STATE ROUTE 42 IN DELAWARE, GO NORTH ALONG STATE  ROUTE 42 FOR 1.4 MI
 KZ2343'TO THE STATION ON THE LEFT DIRECTLY ACROSS  THE ROAD FROM THE DELAWARE
 KZ2343'COUNTY TRANSFER STATION.
 KZ2343' 
 KZ2343'THE STATION IS A DISK SET IN CONCRETE FLUSH WITH THE  GROUND. THE
 KZ2343'STATION IS 136.9 FT NORTHEAST OF A POWER POLE (AEP X  COORDINATE
 KZ2343'1847544, Y COORDINATE 843036), 109.7 FT SOUTHWEST OF A  POWER POLE
 KZ2343'(AEP X COORDINATE 1847778, Y COORDINATE 843106), 40.1 FT  NORTHWEST OF
 KZ2343'MAILBOX NO 888, 34.1 FT NORTHWEST OF THE CENTERLINE  OF STATE ROUTE
 KZ2343'42, AND 23.5 FT NORTHEAST OF A ROAD SIGN (13 4 800).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2344 ***********************************************************************
 KZ2344  DESIGNATION -  05 0067
 KZ2344  PID         -  KZ2344
 KZ2344  STATE/COUNTY-  OH/DELAWARE
 KZ2344  USGS QUAD   -  DELAWARE (1973)
 KZ2344
 KZ2344                         *CURRENT SURVEY CONTROL
 KZ2344  ___________________________________________________________________
 KZ2344* NAD 83(1995)-  40 16 55.32693(N)    083 02 50.14457(W)     ADJUSTED  
 KZ2344* NAVD 88     -       279.9    (meters)     918.     (feet)  GPS OBS   
 KZ2344  ___________________________________________________________________
 KZ2344  X           -     589,843.879 (meters)                     COMP
 KZ2344  Y           -  -4,836,874.263 (meters)                     COMP
 KZ2344  Z           -   4,102,084.772 (meters)                     COMP
 KZ2344  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 KZ2344  ELLIP HEIGHT-         246.00  (meters)          (10/07/05) GPS OBS
 KZ2344  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ2344
 KZ2344  HORZ ORDER  -  FIRST
 KZ2344  ELLP ORDER  -  FOURTH    CLASS I
 KZ2344
 KZ2344.The horizontal coordinates were established by GPS observations
 KZ2344.and adjusted by the National Geodetic Survey in April 1998..
 KZ2344
 KZ2344.The orthometric height was determined by GPS observations and a
 KZ2344.high-resolution geoid model.
 KZ2344
 KZ2344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2344
 KZ2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2344
 KZ2344.The ellipsoidal height was determined by GPS observations
 KZ2344.and is referenced to NAD 83.
 KZ2344
 KZ2344.The geoid height was determined by GEOID03.
 KZ2344
 KZ2344;                    North         East     Units Scale Factor Converg.
 KZ2344;SPC OH N     -    68,481.433   553,458.785   MT  1.00003242   -0 21 34.3
 KZ2344;UTM  17      - 4,461,071.944   325,961.235   MT  0.99997287   -1 19 26.4
 KZ2344
 KZ2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2344!SPC OH N     -   0.99996141  x   1.00003242  =   0.99999383
 KZ2344!UTM  17      -   0.99996141  x   0.99997287  =   0.99993428
 KZ2344
 KZ2344:                Primary Azimuth Mark                     Grid Az
 KZ2344:SPC OH N     -  05 0068                                  274 01 16.8
 KZ2344:UTM  17      -  05 0068                                  274 59 08.9
 KZ2344
 KZ2344|---------------------------------------------------------------------|
 KZ2344| PID    Reference Object                     Distance      Geod. Az  |
 KZ2344|                                                           dddmmss.s |
 KZ2344| KZ2345 05 0068                             APPROX. 0.7 KM 2733942.5 |
 KZ2344|---------------------------------------------------------------------|
 KZ2344
 KZ2344                          SUPERSEDED SURVEY CONTROL
 KZ2344
 KZ2344  ELLIP H (04/01/98)  246.02   (m)                       GP(       ) 4 1
 KZ2344  NAD 83(1986)-  40 16 55.33501(N)    083 02 50.15298(W) AD(       ) 1
 KZ2344
 KZ2344.Superseded values are not recommended for survey control.
 KZ2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2344.See file dsdata.txt to determine how the superseded data were derived.
 KZ2344
 KZ2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2596161072(NAD 83)
 KZ2344_MARKER: DE = TRAVERSE STATION DISK
 KZ2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2344_SP_SET: CONCRETE POST
 KZ2344_STAMPING: DELAWARE COUNTY ENGINEER 05-0067 1991
 KZ2344_MARK LOGO: DCE   
 KZ2344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2344+STABILITY: SURFACE MOTION
 KZ2344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2344+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2344
 KZ2344  HISTORY     - Date     Condition        Report By
 KZ2344  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2344  HISTORY     - 20041205 GOOD             USPSQD
 KZ2344
 KZ2344                          STATION DESCRIPTION
 KZ2344
 KZ2344'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2344'STATION IS LOCATED ON THE SOUTHWEST CORNER OF KINGSBURY ROAD AND
 KZ2344'BERLIN STATION ROAD, 21.2 FT (6.5 M) SOUTH OF CENTERLINE OF KINGSBURY
 KZ2344'ROAD, 50.1 FT (15.3 M) WEST OF CENTERLINE OF BERLIN STATION ROAD AND
 KZ2344'31.5 FT (9.6 M) NORTHWEST OF POLE ON THE WEST SIDE OF BERLIN STATION
 KZ2344'ROAD.
 KZ2344'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2344'S.R. 37 FOR 0.50 MI (0.80 KM) TO LAKE STREET. TURN RIGHT ON LAKE
 KZ2344'STREET FOR 0.18 MI (0.29 KM) TO E. WILLIAM ST. TURN LEFT ON E.
 KZ2344'WILLIAM ST. FOR 0.15 MI (0.24 KM) TO CHESHIRE ST. TURN RIGHT ON
 KZ2344'CHESHIRE ST. FOR 0.51 MI (0.82 KM) TO BERLIN STATION ROAD. CONTINUE
 KZ2344'SOUTHWARDLY ALONG BERLIN STATION ROAD FOR 0.80 MI (1.29 KM) TO
 KZ2344'KINGSBURY ROAD TO THE STATION.
 KZ2344
 KZ2344                          STATION RECOVERY (2004)
 KZ2344
 KZ2344'RECOVERY NOTE BY US POWER SQUADRON 2004
 KZ2344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2345 ***********************************************************************
 KZ2345  DESIGNATION -  05 0068
 KZ2345  PID         -  KZ2345
 KZ2345  STATE/COUNTY-  OH/DELAWARE
 KZ2345  USGS QUAD   -  DELAWARE (1973)
 KZ2345
 KZ2345                         *CURRENT SURVEY CONTROL
 KZ2345  ___________________________________________________________________
 KZ2345* NAD 83(1995)-  40 16 56.71666(N)    083 03 18.51841(W)     ADJUSTED  
 KZ2345* NAVD 88     -       273.7    (meters)     898.     (feet)  GPS OBS   
 KZ2345  ___________________________________________________________________
 KZ2345  X           -     589,174.584 (meters)                     COMP
 KZ2345  Y           -  -4,836,923.103 (meters)                     COMP
 KZ2345  Z           -   4,102,113.426 (meters)                     COMP
 KZ2345  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 KZ2345  ELLIP HEIGHT-         239.74  (meters)          (10/07/05) GPS OBS
 KZ2345  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KZ2345
 KZ2345  HORZ ORDER  -  FIRST
 KZ2345  ELLP ORDER  -  FOURTH    CLASS I
 KZ2345
 KZ2345.The horizontal coordinates were established by GPS observations
 KZ2345.and adjusted by the National Geodetic Survey in April 1998..
 KZ2345
 KZ2345.The orthometric height was determined by GPS observations and a
 KZ2345.high-resolution geoid model.
 KZ2345
 KZ2345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2345
 KZ2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2345
 KZ2345.The ellipsoidal height was determined by GPS observations
 KZ2345.and is referenced to NAD 83.
 KZ2345
 KZ2345.The geoid height was determined by GEOID03.
 KZ2345
 KZ2345;                    North         East     Units Scale Factor Converg.
 KZ2345;SPC OH N     -    68,528.535   552,788.784   MT  1.00003233   -0 21 52.9
 KZ2345;UTM  17      - 4,461,130.313   325,292.161   MT  0.99997574   -1 19 44.8
 KZ2345
 KZ2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2345!SPC OH N     -   0.99996239  x   1.00003233  =   0.99999472
 KZ2345!UTM  17      -   0.99996239  x   0.99997574  =   0.99993813
 KZ2345
 KZ2345:                Primary Azimuth Mark                     Grid Az
 KZ2345:SPC OH N     -  05 0067                                  094 01 17.1
 KZ2345:UTM  17      -  05 0067                                  094 59 09.0
 KZ2345
 KZ2345|---------------------------------------------------------------------|
 KZ2345| PID    Reference Object                     Distance      Geod. Az  |
 KZ2345|                                                           dddmmss.s |
 KZ2345| KZ2344 05 0067                             APPROX. 0.7 KM 0933924.2 |
 KZ2345|---------------------------------------------------------------------|
 KZ2345
 KZ2345                          SUPERSEDED SURVEY CONTROL
 KZ2345
 KZ2345  ELLIP H (04/01/98)  239.76   (m)                       GP(       ) 4 1
 KZ2345  NAD 83(1986)-  40 16 56.72478(N)    083 03 18.52689(W) AD(       ) 1
 KZ2345
 KZ2345.Superseded values are not recommended for survey control.
 KZ2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2345.See file dsdata.txt to determine how the superseded data were derived.
 KZ2345
 KZ2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2529261130(NAD 83)
 KZ2345_MARKER: DE = TRAVERSE STATION DISK
 KZ2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2345_SP_SET: CONCRETE POST
 KZ2345_STAMPING: DELAWARE COUNTY ENGINEER 05-0068 1991
 KZ2345_MARK LOGO: DCE   
 KZ2345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2345+STABILITY: SURFACE MOTION
 KZ2345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2345+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2345
 KZ2345  HISTORY     - Date     Condition        Report By
 KZ2345  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2345  HISTORY     - 20041205 GOOD             USPSQD
 KZ2345
 KZ2345                          STATION DESCRIPTION
 KZ2345
 KZ2345'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2345'STATION IS LOCATED ON THE NORTH SIDE OF KINGSBURY ROAD, 0.30 MI
 KZ2345'(0.48 KM) EAST OF POLLACK ROAD, 10.8 FT (3.3 M) NORTH OF NORTH EDGE
 KZ2345'OF PAVEMENT OF SAID KINGSBURY ROAD, 54.2 FT (16.5 M) NORTHWEST OF A
 KZ2345'MAIL BOX NO. 631 ON THE NORTH SIDE OF SAID KINGBURY ROAD AND 15.3 FT
 KZ2345'(4.7 M) SOUTHEAST OF POLE ON THE NORTH SIDE OF SAID KINGBURY ROAD.
 KZ2345'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2345'S.R. 37 FOR 0.50 MI (0.80 KM) TO LAKE STREET. TURN RIGHT ON LAKE
 KZ2345'STREET FOR 0.18 MI (0.29 KM) TO E. WILLIAM ST. TURN LEFT ON E.
 KZ2345'WILLIAM ST. FOR 0.15 MI (0.24 KM) TO CHESHIRE ST. TURN RIGHT ON
 KZ2345'CHESHIRE ST. FOR 0.51 MI (0.82 KM) TO BERLIN STATION ROAD. CONTINUE
 KZ2345'SOUTHWARDLY ALONG BERLIN STATION ROAD FOR 0.43 MI (0.69 KM) TO
 KZ2345'KINGSBURY ROAD TO THE STATION.
 KZ2345
 KZ2345                          STATION RECOVERY (2004)
 KZ2345
 KZ2345'RECOVERY NOTE BY US POWER SQUADRON 2004
 KZ2345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2380 ***********************************************************************
 KZ2380  DESIGNATION -  06 0103
 KZ2380  PID         -  KZ2380
 KZ2380  STATE/COUNTY-  OH/DELAWARE
 KZ2380  USGS QUAD   -  GALENA (1983)
 KZ2380
 KZ2380                         *CURRENT SURVEY CONTROL
 KZ2380  ___________________________________________________________________
 KZ2380* NAD 83(1995)-  40 10 44.55363(N)    082 53 58.09566(W)     ADJUSTED  
 KZ2380* NAVD 88     -       283.8    (meters)     931.     (feet)  GPS OBS   
 KZ2380  ___________________________________________________________________
 KZ2380  X           -     603,231.769 (meters)                     COMP
 KZ2380  Y           -  -4,842,669.443 (meters)                     COMP
 KZ2380  Z           -   4,093,355.886 (meters)                     COMP
 KZ2380  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 KZ2380  ELLIP HEIGHT-         249.78  (meters)          (10/07/05) GPS OBS
 KZ2380  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ2380
 KZ2380  HORZ ORDER  -  FIRST
 KZ2380  ELLP ORDER  -  FOURTH    CLASS I
 KZ2380
 KZ2380.The horizontal coordinates were established by GPS observations
 KZ2380.and adjusted by the National Geodetic Survey in April 1998..
 KZ2380
 KZ2380.The orthometric height was determined by GPS observations and a
 KZ2380.high-resolution geoid model.
 KZ2380
 KZ2380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2380
 KZ2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2380
 KZ2380.The ellipsoidal height was determined by GPS observations
 KZ2380.and is referenced to NAD 83.
 KZ2380
 KZ2380.The geoid height was determined by GEOID03.
 KZ2380
 KZ2380;                    North         East     Units Scale Factor Converg.
 KZ2380;SPC OH N     -    56,976.618   565,975.021   MT  1.00005842   -0 15 44.8
 KZ2380;SPC OH S     -   241,988.657   565,975.909   MT  1.00003208   -0 15 12.5
 KZ2380;UTM  17      - 4,449,359.360   338,280.960   MT  0.99992195   -1 13 32.7
 KZ2380
 KZ2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2380!SPC OH N     -   0.99996082  x   1.00005842  =   1.00001924
 KZ2380!SPC OH S     -   0.99996082  x   1.00003208  =   0.99999290
 KZ2380!UTM  17      -   0.99996082  x   0.99992195  =   0.99988277
 KZ2380
 KZ2380:                Primary Azimuth Mark                     Grid Az
 KZ2380:SPC OH N     -  06 0104                                  276 26 14.1
 KZ2380:SPC OH S     -  06 0104                                  276 25 41.8
 KZ2380:UTM  17      -  06 0104                                  277 24 02.0
 KZ2380
 KZ2380|---------------------------------------------------------------------|
 KZ2380| PID    Reference Object                     Distance      Geod. Az  |
 KZ2380|                                                           dddmmss.s |
 KZ2380| KZ2381 06 0104                             467.942 METERS 2761029.3 |
 KZ2380|---------------------------------------------------------------------|
 KZ2380
 KZ2380                          SUPERSEDED SURVEY CONTROL
 KZ2380
 KZ2380  ELLIP H (04/01/98)  249.77   (m)                       GP(       ) 4 1
 KZ2380  NAD 83(1986)-  40 10 44.56060(N)    082 53 58.10188(W) AD(       ) 1
 KZ2380
 KZ2380.Superseded values are not recommended for survey control.
 KZ2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2380.See file dsdata.txt to determine how the superseded data were derived.
 KZ2380
 KZ2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3828149359(NAD 83)
 KZ2380_MARKER: DE = TRAVERSE STATION DISK
 KZ2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2380_SP_SET: CONCRETE POST
 KZ2380_STAMPING: DELAWARE COUNTY ENGINEER 06-0103 1991
 KZ2380_MARK LOGO: DCE   
 KZ2380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2380+STABILITY: SURFACE MOTION
 KZ2380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2380+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2380
 KZ2380  HISTORY     - Date     Condition        Report By
 KZ2380  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2380  HISTORY     - 20060311 GOOD             USPSQD
 KZ2380
 KZ2380                          STATION DESCRIPTION
 KZ2380
 KZ2380'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2380'STATION IS LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION OF
 KZ2380'TUSSIC STREET AND BIG WALNUT ROAD IN FRONT OF GRACE CHAPEL COMMUNITY
 KZ2380'CHURCH, 34.4 FT (10.5 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF BIG
 KZ2380'WALNUT ROAD, 6.8 FT (2.1 M) NORTHEAST OF WEST END OF A CHURCH SIGN,
 KZ2380'6.8 FT (2.1 M) NORTHWEST OF EAST END OF A CHURCH SIGN AND 20.0 FT
 KZ2380'(6.1 M) SOUTHWEST OF NORTHWEST CORNER OF NORTH END OF CONCRETE WALK.
 KZ2380'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2380'U.S. HWY 36 FOR 2.20 MI (3.54 KM) TO AFRICA ROAD. TURN RIGHT ON
 KZ2380'AFRICA ROAD FOR 6.58 MI (10.59 KM) TO BIG WALNUT ROAD. TURN LEFT ON
 KZ2380'BIG WALNUT ROAD FOR 3.07 MI (4.94 KM) TO TUSSIC ROAD TO THE STATION.
 KZ2380
 KZ2380                          STATION RECOVERY (2006)
 KZ2380
 KZ2380'RECOVERY NOTE BY US POWER SQUADRON 2006 (BW)
 KZ2380'TEAM 3 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2380'STATES POWER SQUADRONS, FOUND MARKER KZ2380. LOCATION IS 6 FT NORTH
 KZ2380'FROM THE CENTER OF CHURCH SIGN. STATION MARK IS EXPOSED AT GROUND
 KZ2380'LEVEL. 18.2 FT EAST FROM EDGE OF THE WEST BLACKTOP PARKING LOT. 14.4
 KZ2380'FT WEST OF THE END OF CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2381 ***********************************************************************
 KZ2381  DESIGNATION -  06 0104
 KZ2381  PID         -  KZ2381
 KZ2381  STATE/COUNTY-  OH/DELAWARE
 KZ2381  USGS QUAD   -  GALENA (1983)
 KZ2381
 KZ2381                         *CURRENT SURVEY CONTROL
 KZ2381  ___________________________________________________________________
 KZ2381* NAD 83(1995)-  40 10 46.18502(N)    082 54 17.76010(W)     ADJUSTED  
 KZ2381* NAVD 88     -       286.7    (meters)     941.     (feet)  GPS OBS   
 KZ2381  ___________________________________________________________________
 KZ2381  X           -     602,766.356 (meters)                     COMP
 KZ2381  Y           -  -4,842,696.965 (meters)                     COMP
 KZ2381  Z           -   4,093,396.248 (meters)                     COMP
 KZ2381  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 KZ2381  ELLIP HEIGHT-         252.75  (meters)          (10/07/05) GPS OBS
 KZ2381  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KZ2381
 KZ2381  HORZ ORDER  -  FIRST
 KZ2381  ELLP ORDER  -  FOURTH    CLASS I
 KZ2381
 KZ2381.The horizontal coordinates were established by GPS observations
 KZ2381.and adjusted by the National Geodetic Survey in April 1998..
 KZ2381
 KZ2381.The orthometric height was determined by GPS observations and a
 KZ2381.high-resolution geoid model.
 KZ2381
 KZ2381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2381
 KZ2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2381
 KZ2381.The ellipsoidal height was determined by GPS observations
 KZ2381.and is referenced to NAD 83.
 KZ2381
 KZ2381.The geoid height was determined by GEOID03.
 KZ2381
 KZ2381;                    North         East     Units Scale Factor Converg.
 KZ2381;SPC OH N     -    57,029.084   565,510.002   MT  1.00005830   -0 15 57.7
 KZ2381;SPC OH S     -   242,041.049   565,510.894   MT  1.00003219   -0 15 25.0
 KZ2381;UTM  17      - 4,449,419.628   337,816.952   MT  0.99992380   -1 13 45.5
 KZ2381
 KZ2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2381!SPC OH N     -   0.99996035  x   1.00005830  =   1.00001865
 KZ2381!SPC OH S     -   0.99996035  x   1.00003219  =   0.99999254
 KZ2381!UTM  17      -   0.99996035  x   0.99992380  =   0.99988415
 KZ2381
 KZ2381:                Primary Azimuth Mark                     Grid Az
 KZ2381:SPC OH N     -  06 0103                                  096 26 14.3
 KZ2381:SPC OH S     -  06 0103                                  096 25 41.6
 KZ2381:UTM  17      -  06 0103                                  097 24 02.1
 KZ2381
 KZ2381|---------------------------------------------------------------------|
 KZ2381| PID    Reference Object                     Distance      Geod. Az  |
 KZ2381|                                                           dddmmss.s |
 KZ2381| KZ2380 06 0103                             467.942 METERS 0961016.6 |
 KZ2381|---------------------------------------------------------------------|
 KZ2381
 KZ2381                          SUPERSEDED SURVEY CONTROL
 KZ2381
 KZ2381  ELLIP H (04/01/98)  252.74   (m)                       GP(       ) 4 1
 KZ2381  NAD 83(1986)-  40 10 46.19199(N)    082 54 17.76631(W) AD(       ) 1
 KZ2381
 KZ2381.Superseded values are not recommended for survey control.
 KZ2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2381.See file dsdata.txt to determine how the superseded data were derived.
 KZ2381
 KZ2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3781749420(NAD 83)
 KZ2381_MARKER: DE = TRAVERSE STATION DISK
 KZ2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2381_SP_SET: CONCRETE POST
 KZ2381_STAMPING: DELAWARE COUNTY ENGINEER 06-0104 1991
 KZ2381_MARK LOGO: DCE   
 KZ2381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2381+STABILITY: SURFACE MOTION
 KZ2381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2381+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2381
 KZ2381  HISTORY     - Date     Condition        Report By
 KZ2381  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2381  HISTORY     - 20060311 GOOD             USPSQD
 KZ2381
 KZ2381                          STATION DESCRIPTION
 KZ2381
 KZ2381'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2381'STATION IS LOCATED ON THE NORTH SIDE OF BIG WALNUT, 0.125 MI
 KZ2381'(0.201 KM) WEST OF SOUTH OLD 3C HIGHWAY, 10.7 FT (3.3 M) NORTH OF
 KZ2381'NORTH EDGE OF PAVEMENT OF BIG WALNUT ROAD, 70.0 FT (21.3 M) EAST OF A
 KZ2381'MAIL BOX NO. 7453 ON THE NORTH SIDE OF BIG WALNUT ROAD, 4.3 FT
 KZ2381'(1.3 M) SOUTHEAST OF A TELEPHONE POLE ON THE NORTH SIDE OF BIG WALNUT
 KZ2381'ROAD.
 KZ2381'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2381'U.S. HWY 36 FOR 2.20 MI (3.54 KM) TO AFRICA ROAD. TURN RIGHT ON
 KZ2381'AFRICA ROAD FOR 6.58 MI (10.59 KM) TO BIG WALNUT ROAD. TURN LEFT ON
 KZ2381'BIG WALNUT ROAD FOR 2.77 MI (4.46 KM) TO THE STATION.
 KZ2381
 KZ2381                          STATION RECOVERY (2006)
 KZ2381
 KZ2381'RECOVERY NOTE BY US POWER SQUADRON 2006 (BW)
 KZ2381'TEAM 3 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2381'STATES POWER SQUADRONS, FOUND MARKER KZ2381. SURVEY SIGN MARKS SITE
 KZ2381'LOCATION. SITE EXPOSED AT GROUND LEVEL. MARKING READS DELAWARE COUNTY
 KZ2381'ENGINEER 06-0104 1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2383 ***********************************************************************
 KZ2383  DESIGNATION -  06 0106
 KZ2383  PID         -  KZ2383
 KZ2383  STATE/COUNTY-  OH/DELAWARE
 KZ2383  USGS QUAD   -  SUNBURY (1981)
 KZ2383
 KZ2383                         *CURRENT SURVEY CONTROL
 KZ2383  ___________________________________________________________________
 KZ2383* NAD 83(1995)-  40 10 04.66399(N)    082 51 30.76417(W)     ADJUSTED  
 KZ2383* NAVD 88     -       289.4    (meters)     949.     (feet)  GPS OBS   
 KZ2383  ___________________________________________________________________
 KZ2383  X           -     606,789.865 (meters)                     COMP
 KZ2383  Y           -  -4,843,029.184 (meters)                     COMP
 KZ2383  Z           -   4,092,419.382 (meters)                     COMP
 KZ2383  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 KZ2383  ELLIP HEIGHT-         255.42  (meters)          (10/07/05) GPS OBS
 KZ2383  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ2383
 KZ2383  HORZ ORDER  -  FIRST
 KZ2383  ELLP ORDER  -  FOURTH    CLASS I
 KZ2383
 KZ2383.The horizontal coordinates were established by GPS observations
 KZ2383.and adjusted by the National Geodetic Survey in April 1998..
 KZ2383
 KZ2383.The orthometric height was determined by GPS observations and a
 KZ2383.high-resolution geoid model.
 KZ2383
 KZ2383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2383
 KZ2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2383
 KZ2383.The ellipsoidal height was determined by GPS observations
 KZ2383.and is referenced to NAD 83.
 KZ2383
 KZ2383.The geoid height was determined by GEOID03.
 KZ2383
 KZ2383;                    North         East     Units Scale Factor Converg.
 KZ2383;SPC OH N     -    55,731.055   569,455.767   MT  1.00006141   -0 14 08.0
 KZ2383;SPC OH S     -   240,743.647   569,456.739   MT  1.00002941   -0 13 39.0
 KZ2383;UTM  17      - 4,448,055.636   341,739.771   MT  0.99990833   -1 11 56.6
 KZ2383
 KZ2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2383!SPC OH N     -   0.99995993  x   1.00006141  =   1.00002134
 KZ2383!SPC OH S     -   0.99995993  x   1.00002941  =   0.99998934
 KZ2383!UTM  17      -   0.99995993  x   0.99990833  =   0.99986827
 KZ2383
 KZ2383:                Primary Azimuth Mark                     Grid Az
 KZ2383:SPC OH N     -  07 0105                                  091 27 49.3
 KZ2383:SPC OH S     -  07 0105                                  091 27 20.3
 KZ2383:UTM  17      -  07 0105                                  092 25 37.9
 KZ2383
 KZ2383|---------------------------------------------------------------------|
 KZ2383| PID    Reference Object                     Distance      Geod. Az  |
 KZ2383|                                                           dddmmss.s |
 KZ2383| KZ2382 07 0105                             434.318 METERS 0911341.3 |
 KZ2383|---------------------------------------------------------------------|
 KZ2383
 KZ2383                          SUPERSEDED SURVEY CONTROL
 KZ2383
 KZ2383  ELLIP H (04/01/98)  255.41   (m)                       GP(       ) 4 1
 KZ2383  NAD 83(1986)-  40 10 04.67071(N)    082 51 30.77018(W) AD(       ) 1
 KZ2383
 KZ2383.Superseded values are not recommended for survey control.
 KZ2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2383.See file dsdata.txt to determine how the superseded data were derived.
 KZ2383
 KZ2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4174048056(NAD 83)
 KZ2383_MARKER: DE = TRAVERSE STATION DISK
 KZ2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2383_SP_SET: CONCRETE POST
 KZ2383_STAMPING: DELAWARE COUNTY ENGINEER 06-0106 1991
 KZ2383_MARK LOGO: DCE   
 KZ2383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2383+STABILITY: SURFACE MOTION
 KZ2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2383+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2383
 KZ2383  HISTORY     - Date     Condition        Report By
 KZ2383  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2383  HISTORY     - 20060311 MARK NOT FOUND   USPSQD
 KZ2383
 KZ2383                          STATION DESCRIPTION
 KZ2383
 KZ2383'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2383'STATION IS LOCATED ON THE SOUTH SIDE OF CENTER VILLAGE ROAD, 0.20 MI
 KZ2383'(0.32 KM) EAST OF RED BANK ROAD, 11.6 FT (3.5 M) SOUTH OF SOUTH EDGE
 KZ2383'OF PAVEMENT OF CENTER VILLAGE ROAD, 6.8 FT (2.1 M) SOUTHWEST OF EAST
 KZ2383'END OF A 12 IN. CONC. PIPE UNDER DRIVE ON THE SOUTH SIDE OF SAID
 KZ2383'CENTER VILLAGE ROAD, 120.8 FT (36.8 M) WEST OF POLE ON THE SOUTH
 KZ2383'SIDE OF CENTER VILLAGE ROAD.
 KZ2383'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2383'S.R. 37 FOR 12.69 MI (20.42 KM) TO JOE WALKER ROAD. TURN RIGHT ON JOE
 KZ2383'WALKER ROAD FOR 1.50 MI (2.41 KM) TO SUNBURY ROAD. CONTINUE
 KZ2383'SOUTHWARDLY ALONG SUNBURY ROAD FOR 2.90 MI (4.67 KM) TO RED BANK
 KZ2383'ROAD. CONTINUE SOUTHWARDLY ALONG RED BANK ROAD FOR 0.91 MI (1.46 KM)
 KZ2383'TO CENTER VILLAGE ROAD. TURN LEFT ON CENTER VILLAGE ROAD FOR 0.20 MI
 KZ2383'(0.32 KM) TO THE STATION.
 KZ2383
 KZ2383                          STATION RECOVERY (2006)
 KZ2383
 KZ2383'RECOVERY NOTE BY US POWER SQUADRON 2006 (BW)
 KZ2383'TEAM 3 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2383'STATES POWER SQUADRONS, DID NOT FIND MARKER KZ2383. THE MARKER HAS
 KZ2383'BEEN DESTROYED. THIS WAS CONFIRMED BY THE DELAWARE COUNTY ENGINEER AND
 KZ2383'AUDITOR'S OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2382 ***********************************************************************
 KZ2382  DESIGNATION -  07 0105
 KZ2382  PID         -  KZ2382
 KZ2382  STATE/COUNTY-  OH/DELAWARE
 KZ2382  USGS QUAD   -  SUNBURY (1981)
 KZ2382
 KZ2382                         *CURRENT SURVEY CONTROL
 KZ2382  ___________________________________________________________________
 KZ2382* NAD 83(1995)-  40 10 04.36178(N)    082 51 12.41356(W)     ADJUSTED  
 KZ2382* NAVD 88     -       300.0    (meters)     984.     (feet)  GPS OBS   
 KZ2382  ___________________________________________________________________
 KZ2382  X           -     607,222.486 (meters)                     COMP
 KZ2382  Y           -  -4,842,989.200 (meters)                     COMP
 KZ2382  Z           -   4,092,419.109 (meters)                     COMP
 KZ2382  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 KZ2382  ELLIP HEIGHT-         266.04  (meters)          (10/07/05) GPS OBS
 KZ2382  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ2382
 KZ2382  HORZ ORDER  -  FIRST
 KZ2382  ELLP ORDER  -  FOURTH    CLASS I
 KZ2382
 KZ2382.The horizontal coordinates were established by GPS observations
 KZ2382.and adjusted by the National Geodetic Survey in April 1998..
 KZ2382
 KZ2382.The orthometric height was determined by GPS observations and a
 KZ2382.high-resolution geoid model.
 KZ2382
 KZ2382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2382
 KZ2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2382
 KZ2382.The ellipsoidal height was determined by GPS observations
 KZ2382.and is referenced to NAD 83.
 KZ2382
 KZ2382.The geoid height was determined by GEOID03.
 KZ2382
 KZ2382;                    North         East     Units Scale Factor Converg.
 KZ2382;SPC OH N     -    55,719.961   569,889.970   MT  1.00006143   -0 13 55.9
 KZ2382;SPC OH S     -   240,732.613   569,890.929   MT  1.00002939   -0 13 27.4
 KZ2382;UTM  17      - 4,448,037.244   342,173.659   MT  0.99990664   -1 11 44.8
 KZ2382
 KZ2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2382!SPC OH N     -   0.99995827  x   1.00006143  =   1.00001969
 KZ2382!SPC OH S     -   0.99995827  x   1.00002939  =   0.99998766
 KZ2382!UTM  17      -   0.99995827  x   0.99990664  =   0.99986491
 KZ2382
 KZ2382:                Primary Azimuth Mark                     Grid Az
 KZ2382:SPC OH N     -  06 0106                                  271 27 49.0
 KZ2382:SPC OH S     -  06 0106                                  271 27 20.5
 KZ2382:UTM  17      -  06 0106                                  272 25 37.9
 KZ2382
 KZ2382|---------------------------------------------------------------------|
 KZ2382| PID    Reference Object                     Distance      Geod. Az  |
 KZ2382|                                                           dddmmss.s |
 KZ2382| KZ2383 06 0106                             434.318 METERS 2711353.1 |
 KZ2382|---------------------------------------------------------------------|
 KZ2382
 KZ2382                          SUPERSEDED SURVEY CONTROL
 KZ2382
 KZ2382  ELLIP H (04/01/98)  266.02   (m)                       GP(       ) 4 1
 KZ2382  NAD 83(1986)-  40 10 04.36845(N)    082 51 12.41956(W) AD(       ) 1
 KZ2382
 KZ2382.Superseded values are not recommended for survey control.
 KZ2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2382.See file dsdata.txt to determine how the superseded data were derived.
 KZ2382
 KZ2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4217448037(NAD 83)
 KZ2382_MARKER: DE = TRAVERSE STATION DISK
 KZ2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2382_SP_SET: CONCRETE POST
 KZ2382_STAMPING: DELAWARE COUNTY ENGINEER 07-0105 1991
 KZ2382_MARK LOGO: DCE   
 KZ2382_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2382+STABILITY: SURFACE MOTION
 KZ2382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ2382+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2006
 KZ2382
 KZ2382  HISTORY     - Date     Condition        Report By
 KZ2382  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2382  HISTORY     - 20060408 GOOD             GEOCAC
 KZ2382
 KZ2382                          STATION DESCRIPTION
 KZ2382
 KZ2382'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2382'STATION IS LOCATED ON THE NORTH SIDE OF CENTER VILLAGE ROAD, 0.425 MI
 KZ2382'(0.684 KM) EAST OF RED BANK ROAD, 17.5 FT (5.3 M) NORTH OF NORTH EDGE
 KZ2382'OF PAVEMENT OF CENTER VILLAGE ROAD, 51.0 FT (15.5 M) NORTHWEST OF A
 KZ2382'MAIL BOX NO. 10464 ON THE SOUTH SIDE OF CENTER VILLAGE ROAD, 13.6 FT
 KZ2382'(4.1 M) SOUTHWEST OF POLE ON THE NORTH SIDE OF CENTER VILLAGE ROAD.
 KZ2382'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2382'S.R. 37 FOR 12.69 MI (20.42 KM) TO JOE WALKER ROAD. TURN RIGHT ON JOE
 KZ2382'WALKER ROAD FOR 1.50 MI (2.41 KM) TO SUNBURY ROAD. CONTINUE
 KZ2382'SOUTHWARDLY ALONG SUNBURY ROAD FOR 2.90 MI (4.67 KM) TO RED BANK
 KZ2382'ROAD. CONTINUE SOUTHWARDLY ALONG RED BANK ROAD FOR 0.91 MI (1.46 KM)
 KZ2382'TO CENTER VILLAGE ROAD. TURN LEFT ON CENTER VILLAGE ROAD FOR 0.42 MI
 KZ2382'(0.68 KM) TO THE STATION.
 KZ2382
 KZ2382                          STATION RECOVERY (2006)
 KZ2382
 KZ2382'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KZ2382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2384 ***********************************************************************
 KZ2384  DESIGNATION -  07 0107
 KZ2384  PID         -  KZ2384
 KZ2384  STATE/COUNTY-  OH/DELAWARE
 KZ2384  USGS QUAD   -  SUNBURY (1981)
 KZ2384
 KZ2384                         *CURRENT SURVEY CONTROL
 KZ2384  ___________________________________________________________________
 KZ2384* NAD 83(1995)-  40 11 22.56572(N)    082 45 26.50212(W)     ADJUSTED  
 KZ2384* NAVD 88     -       337.5    (meters)    1107.     (feet)  GPS OBS   
 KZ2384  ___________________________________________________________________
 KZ2384  X           -     615,150.851 (meters)                     COMP
 KZ2384  Y           -  -4,840,448.575 (meters)                     COMP
 KZ2384  Z           -   4,094,286.308 (meters)                     COMP
 KZ2384  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 KZ2384  ELLIP HEIGHT-         303.51  (meters)          (10/07/05) GPS OBS
 KZ2384  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ2384
 KZ2384  HORZ ORDER  -  FIRST
 KZ2384  ELLP ORDER  -  FOURTH    CLASS I
 KZ2384
 KZ2384.The horizontal coordinates were established by GPS observations
 KZ2384.and adjusted by the National Geodetic Survey in April 1998..
 KZ2384
 KZ2384.The orthometric height was determined by GPS observations and a
 KZ2384.high-resolution geoid model.
 KZ2384
 KZ2384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2384
 KZ2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2384
 KZ2384.The ellipsoidal height was determined by GPS observations
 KZ2384.and is referenced to NAD 83.
 KZ2384
 KZ2384.The geoid height was determined by GEOID03.
 KZ2384
 KZ2384;                    North         East     Units Scale Factor Converg.
 KZ2384;SPC OH N     -    58,103.543   578,082.610   MT  1.00005561   -0 10 08.7
 KZ2384;SPC OH S     -   243,117.112   578,083.067   MT  1.00003466   -0 09 47.9
 KZ2384;UTM  17      - 4,450,282.222   350,403.876   MT  0.99987549   -1 08 03.4
 KZ2384
 KZ2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2384!SPC OH N     -   0.99995239  x   1.00005561  =   1.00000800
 KZ2384!SPC OH S     -   0.99995239  x   1.00003466  =   0.99998705
 KZ2384!UTM  17      -   0.99995239  x   0.99987549  =   0.99982789
 KZ2384
 KZ2384:                Primary Azimuth Mark                     Grid Az
 KZ2384:SPC OH N     -  07 0108                                  182 07 55.6
 KZ2384:SPC OH S     -  07 0108                                  182 07 34.8
 KZ2384:UTM  17      -  07 0108                                  183 05 50.3
 KZ2384
 KZ2384|---------------------------------------------------------------------|
 KZ2384| PID    Reference Object                     Distance      Geod. Az  |
 KZ2384|                                                           dddmmss.s |
 KZ2384| KZ2385 07 0108                             APPROX. 0.6 KM 1815746.9 |
 KZ2384|---------------------------------------------------------------------|
 KZ2384
 KZ2384                          SUPERSEDED SURVEY CONTROL
 KZ2384
 KZ2384  ELLIP H (04/01/98)  303.48   (m)                       GP(       ) 4 1
 KZ2384  NAD 83(1986)-  40 11 22.57208(N)    082 45 26.50809(W) AD(       ) 1
 KZ2384
 KZ2384.Superseded values are not recommended for survey control.
 KZ2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2384.See file dsdata.txt to determine how the superseded data were derived.
 KZ2384
 KZ2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5040450282(NAD 83)
 KZ2384_MARKER: DE = TRAVERSE STATION DISK
 KZ2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2384_SP_SET: CONCRETE POST
 KZ2384_STAMPING: DELAWARE COUNTY ENGINEER 07-0107 1991
 KZ2384_MARK LOGO: DCE   
 KZ2384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2384+STABILITY: SURFACE MOTION
 KZ2384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2384+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 KZ2384
 KZ2384  HISTORY     - Date     Condition        Report By
 KZ2384  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2384  HISTORY     - 20060319 GOOD             USPSQD
 KZ2384
 KZ2384                          STATION DESCRIPTION
 KZ2384
 KZ2384'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2384'STATION IS LOCATED ON THE NORTHWEST CORNER OF SOUTH COUNTY LINE ROAD
 KZ2384'AND S.R. 37, 57.0 FT (17.4 M) NORTHWEST OF CENTERLINE OF SOUTH COUNTY
 KZ2384'LINE ROAD, 20.1 FT (6.1 M) NORTHEAST OF NORTHEAST EDGE OF PAVEMENT OF
 KZ2384'S.R. 37 AND 34.3 FT (10.5 M) NORTHWEST OF A STOP SIGN ON THE
 KZ2384'NORTHWEST CORNER OF THE INTERSECTION OF SOUTH COUNTY LINE AND S.R.
 KZ2384'37.
 KZ2384'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2384'S.R. 37 FOR 18.65 MI (30.01 KM) TO SOUTH COUNTY LINE ROAD TO THE
 KZ2384'STATION.
 KZ2384
 KZ2384                          STATION RECOVERY (2006)
 KZ2384
 KZ2384'RECOVERY NOTE BY US POWER SQUADRON 2006 (BW)
 KZ2384'TEAM 3 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2384'STATES POWER SQUADRONS, FOUND MARKER KZ2384. 23.9 NE OF THE NORTHEAST
 KZ2384'EDGE OF PAVEMENT OF S.R. 37. 34 FT NW OF A STOP SIGN ON THE NORTHWEST
 KZ2384'CORNER OF INTERSECTIONS OF SOUTH COUNTY LINE AND S.R. 37. THE STATION
 KZ2384'IS AT GROUND LEVEL. THERE IS A POSTED SURVEY SIGN AT THE STATION
 KZ2384'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2385 ***********************************************************************
 KZ2385  DESIGNATION -  07 0108
 KZ2385  PID         -  KZ2385
 KZ2385  STATE/COUNTY-  OH/DELAWARE
 KZ2385  USGS QUAD   -  SUNBURY (1981)
 KZ2385
 KZ2385                         *CURRENT SURVEY CONTROL
 KZ2385  ___________________________________________________________________
 KZ2385* NAD 83(1995)-  40 11 03.39079(N)    082 45 27.35901(W)     ADJUSTED  
 KZ2385* NAVD 88     -       332.6    (meters)    1091.     (feet)  GPS OBS   
 KZ2385  ___________________________________________________________________
 KZ2385  X           -     615,178.392 (meters)                     COMP
 KZ2385  Y           -  -4,840,826.091 (meters)                     COMP
 KZ2385  Z           -   4,093,831.357 (meters)                     COMP
 KZ2385  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 KZ2385  ELLIP HEIGHT-         298.69  (meters)          (10/07/05) GPS OBS
 KZ2385  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ2385
 KZ2385  HORZ ORDER  -  FIRST
 KZ2385  ELLP ORDER  -  FOURTH    CLASS I
 KZ2385
 KZ2385.The horizontal coordinates were established by GPS observations
 KZ2385.and adjusted by the National Geodetic Survey in April 1998..
 KZ2385
 KZ2385.The orthometric height was determined by GPS observations and a
 KZ2385.high-resolution geoid model.
 KZ2385
 KZ2385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2385
 KZ2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2385
 KZ2385.The ellipsoidal height was determined by GPS observations
 KZ2385.and is referenced to NAD 83.
 KZ2385
 KZ2385.The geoid height was determined by GEOID03.
 KZ2385
 KZ2385;                    North         East     Units Scale Factor Converg.
 KZ2385;SPC OH N     -    57,512.141   578,060.592   MT  1.00005703   -0 10 09.2
 KZ2385;SPC OH S     -   242,525.721   578,061.109   MT  1.00003336   -0 09 48.4
 KZ2385;UTM  17      - 4,449,691.382   350,371.906   MT  0.99987561   -1 08 03.5
 KZ2385
 KZ2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2385!SPC OH N     -   0.99995315  x   1.00005703  =   1.00001017
 KZ2385!SPC OH S     -   0.99995315  x   1.00003336  =   0.99998650
 KZ2385!UTM  17      -   0.99995315  x   0.99987561  =   0.99982876
 KZ2385
 KZ2385:                Primary Azimuth Mark                     Grid Az
 KZ2385:SPC OH N     -  07 0107                                  002 07 55.5
 KZ2385:SPC OH S     -  07 0107                                  002 07 34.7
 KZ2385:UTM  17      -  07 0107                                  003 05 49.8
 KZ2385
 KZ2385|---------------------------------------------------------------------|
 KZ2385| PID    Reference Object                     Distance      Geod. Az  |
 KZ2385|                                                           dddmmss.s |
 KZ2385| KZ2384 07 0107                             APPROX. 0.6 KM 0015746.3 |
 KZ2385|---------------------------------------------------------------------|
 KZ2385
 KZ2385                          SUPERSEDED SURVEY CONTROL
 KZ2385
 KZ2385  ELLIP H (04/01/98)  298.65   (m)                       GP(       ) 4 1
 KZ2385  NAD 83(1986)-  40 11 03.39712(N)    082 45 27.36499(W) AD(       ) 1
 KZ2385
 KZ2385.Superseded values are not recommended for survey control.
 KZ2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2385.See file dsdata.txt to determine how the superseded data were derived.
 KZ2385
 KZ2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5037249691(NAD 83)
 KZ2385_MARKER: DE = TRAVERSE STATION DISK
 KZ2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2385_SP_SET: CONCRETE POST
 KZ2385_STAMPING: DELAWARE COUNTY ENGINEER 07-0108
 KZ2385_MARK LOGO: DCE   
 KZ2385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2385+STABILITY: SURFACE MOTION
 KZ2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ2385+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 KZ2385
 KZ2385  HISTORY     - Date     Condition        Report By
 KZ2385  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2385  HISTORY     - 20060319 GOOD             USPSQD
 KZ2385
 KZ2385                          STATION DESCRIPTION
 KZ2385
 KZ2385'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2385'STATION IS LOCATED ON THE WEST SIDE OF SOUTH COUNTY LINE ROAD, 0.325
 KZ2385'MI (0.523 KM) SOUTH OF THE INTERSECTION OF SOUTH COUNTY LINE ROAD AND
 KZ2385'S.R. 37, 23.2 FT (7.1 M) WEST OF CENTERLINE OF SOUTH COUNTY LINE
 KZ2385'ROAD, 55.4 FT (16.9 M) SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE
 KZ2385'BRIDGE ON SOUTH COUNTY LINE ROAD AND 83.1 FT (25.3 M) NORTH OF POLE
 KZ2385'ON THE WEST SIDE OF SOUTH COUNTY LINE ROAD.
 KZ2385'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2385'S.R. 37 FOR 18.65 MI (30.01 KM) TO SOUTH COUNTY LINE ROAD. TURN RIGHT
 KZ2385'ON SOUTH COUNTY LINE ROAD FOR 0.32 MI (0.51 KM) TO THE STATION.
 KZ2385
 KZ2385                          STATION RECOVERY (2006)
 KZ2385
 KZ2385'RECOVERY NOTE BY US POWER SQUADRON 2006 (BW)
 KZ2385'TEAM 3 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2385'STATES POWER SQUADRONS, FOUND MARKER KZ2385. 83.1 FT NORTH OF POLE C E
 KZ2385'CO-OP 26593 ON THE WEST SIDE OF SOUTH COUNTY LINE ROAD. THE STATION
 KZ2385'MARK IS 2 INCHES BELOW GROUND LEVEL. THE SURVEY SIGN AT LOCATION WAS
 KZ2385'KNOCKED DOWN. TEMPOSY REPAIRS MADE. A NEW SIGN POST IS REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2386 ***********************************************************************
 KZ2386  DESIGNATION -  07 0109
 KZ2386  PID         -  KZ2386
 KZ2386  STATE/COUNTY-  OH/DELAWARE
 KZ2386  USGS QUAD   -  SUNBURY (1981)
 KZ2386
 KZ2386                         *CURRENT SURVEY CONTROL
 KZ2386  ___________________________________________________________________
 KZ2386* NAD 83(1995)-  40 07 50.64263(N)    082 45 41.53315(W)     ADJUSTED  
 KZ2386* NAVD 88     -       341.3    (meters)    1120.     (feet)  GPS OBS   
 KZ2386  ___________________________________________________________________
 KZ2386  X           -     615,329.657 (meters)                     COMP
 KZ2386  Y           -  -4,844,678.394 (meters)                     COMP
 KZ2386  Z           -   4,089,292.977 (meters)                     COMP
 KZ2386  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 KZ2386  ELLIP HEIGHT-         307.24  (meters)          (10/07/05) GPS OBS
 KZ2386  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2386
 KZ2386  HORZ ORDER  -  FIRST
 KZ2386  ELLP ORDER  -  FOURTH    CLASS I
 KZ2386
 KZ2386.The horizontal coordinates were established by GPS observations
 KZ2386.and adjusted by the National Geodetic Survey in April 1998..
 KZ2386
 KZ2386.The orthometric height was determined by GPS observations and a
 KZ2386.high-resolution geoid model.
 KZ2386
 KZ2386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2386
 KZ2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2386
 KZ2386.The ellipsoidal height was determined by GPS observations
 KZ2386.and is referenced to NAD 83.
 KZ2386
 KZ2386.The geoid height was determined by GEOID03.
 KZ2386
 KZ2386;                    North         East     Units Scale Factor Converg.
 KZ2386;SPC OH N     -    51,567.699   577,707.433   MT  1.00007171   -0 10 18.5
 KZ2386;SPC OH S     -   236,581.465   577,708.567   MT  1.00002072   -0 09 57.4
 KZ2386;UTM  17      - 4,443,754.842   349,918.829   MT  0.99987728   -1 08 08.1
 KZ2386
 KZ2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2386!SPC OH N     -   0.99995180  x   1.00007171  =   1.00002351
 KZ2386!SPC OH S     -   0.99995180  x   1.00002072  =   0.99997252
 KZ2386!UTM  17      -   0.99995180  x   0.99987728  =   0.99982909
 KZ2386
 KZ2386|---------------------------------------------------------------------|
 KZ2386| PID    Reference Object                     Distance      Geod. Az  |
 KZ2386|                                                           dddmmss.s |
 KZ2386| KZ2387 07 0110                             381.270 METERS 27103     |
 KZ2386|---------------------------------------------------------------------|
 KZ2386
 KZ2386                          SUPERSEDED SURVEY CONTROL
 KZ2386
 KZ2386  ELLIP H (04/01/98)  307.21   (m)                       GP(       ) 4 1
 KZ2386  NAD 83(1986)-  40 07 50.64872(N)    082 45 41.53933(W) AD(       ) 1
 KZ2386
 KZ2386.Superseded values are not recommended for survey control.
 KZ2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2386.See file dsdata.txt to determine how the superseded data were derived.
 KZ2386
 KZ2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4991943755(NAD 83)
 KZ2386_MARKER: DE = TRAVERSE STATION DISK
 KZ2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2386_SP_SET: CONCRETE POST
 KZ2386_STAMPING: 07-0109 1991
 KZ2386_MARK LOGO: OH-041
 KZ2386_PROJECTION: FLUSH
 KZ2386_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2386+STABILITY: SURFACE MOTION
 KZ2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2386+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1998
 KZ2386
 KZ2386  HISTORY     - Date     Condition        Report By
 KZ2386  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2386  HISTORY     - 19980331 GOOD             GEOMET
 KZ2386  HISTORY     - 20060319 GOOD             USPSQD
 KZ2386
 KZ2386                          STATION DESCRIPTION
 KZ2386
 KZ2386'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2386'STATION IS LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION OF
 KZ2386'FANCHER ROAD AND SOUTH COUNTY LINE ROAD, 19.1 FT (5.8 M) WEST OF WEST
 KZ2386'EDGE OF PAVEMENT OF SOUTH COUNTY LINE ROAD, 20.7 FT (6.3 M) SOUTH OF
 KZ2386'SOUTH EDGE OF PAVEMENT OF FANCHER ROAD AND 39.2 FT (11.9 M) NORTH OF
 KZ2386'POLE ON THE WEST SIDE OF SOUTH COUNTY LINE ROAD.
 KZ2386'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2386'S.R. 37 FOR 18.65 MI (30.01 KM) TO SOUTH COUNTY LINE ROAD. TURN RIGHT
 KZ2386'ON SOUTH COUNTY LINE ROAD FOR 3.97 MI (6.39 KM) TO FANCHER ROAD TO
 KZ2386'THE STATION.
 KZ2386
 KZ2386                          STATION RECOVERY (1998)
 KZ2386
 KZ2386'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 KZ2386'RECOVERED AS DESCRIBED.
 KZ2386
 KZ2386                          STATION RECOVERY (2006)
 KZ2386
 KZ2386'RECOVERY NOTE BY US POWER SQUADRON 2006 (BW)
 KZ2386'TEAM 3 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2386'STATES POWER SQUADRONS, FOUND MARKER KZ2386. 8.7 FT WEST OF WEST EDGE
 KZ2386'OF PAVEMENT OF SOUTH COUNTY LINE ROAD. 19.1 FT SOUTH OF THE SOUTH EDGE
 KZ2386'OF PAVEMENT OF FRANCHER ROAD. 39.2 FT NORTH OF POLE NUMBER CE CO-OP
 KZ2386'27267 ON THE WEST SIDE OF SOUTH COUNTY LINE ROAD. STATION IS AT GROUND
 KZ2386'LEVEL. THE SITE IS POSTED WITH A SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2387 ***********************************************************************
 KZ2387  DESIGNATION -  07 0110
 KZ2387  PID         -  KZ2387
 KZ2387  STATE/COUNTY-  OH/DELAWARE
 KZ2387  USGS QUAD   -  SUNBURY (1981)
 KZ2387
 KZ2387                         *CURRENT SURVEY CONTROL
 KZ2387  ___________________________________________________________________
 KZ2387* NAD 83(1995)-  40 07 50.86731(N)    082 45 57.63469(W)     ADJUSTED  
 KZ2387* NAVD 88     -       344.5    (meters)    1130.     (feet)  GPS OBS   
 KZ2387  ___________________________________________________________________
 KZ2387  X           -     614,951.224 (meters)                     COMP
 KZ2387  Y           -  -4,844,724.493 (meters)                     COMP
 KZ2387  Z           -   4,089,300.410 (meters)                     COMP
 KZ2387  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 KZ2387  ELLIP HEIGHT-         310.55  (meters)          (10/07/05) GPS OBS
 KZ2387  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2387
 KZ2387  HORZ ORDER  -  FIRST
 KZ2387  ELLP ORDER  -  FOURTH    CLASS I
 KZ2387
 KZ2387.The horizontal coordinates were established by GPS observations
 KZ2387.and adjusted by the National Geodetic Survey in April 1998..
 KZ2387
 KZ2387.The orthometric height was determined by GPS observations and a
 KZ2387.high-resolution geoid model.
 KZ2387
 KZ2387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2387
 KZ2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2387
 KZ2387.The ellipsoidal height was determined by GPS observations
 KZ2387.and is referenced to NAD 83.
 KZ2387
 KZ2387.The geoid height was determined by GEOID03.
 KZ2387
 KZ2387;                    North         East     Units Scale Factor Converg.
 KZ2387;SPC OH N     -    51,575.782   577,326.221   MT  1.00007170   -0 10 29.1
 KZ2387;SPC OH S     -   236,589.509   577,327.374   MT  1.00002074   -0 10 07.6
 KZ2387;UTM  17      - 4,443,769.333   349,537.881   MT  0.99987869   -1 08 18.5
 KZ2387
 KZ2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2387!SPC OH N     -   0.99995128  x   1.00007170  =   1.00002298
 KZ2387!SPC OH S     -   0.99995128  x   1.00002074  =   0.99997202
 KZ2387!UTM  17      -   0.99995128  x   0.99987869  =   0.99982998
 KZ2387
 KZ2387|---------------------------------------------------------------------|
 KZ2387| PID    Reference Object                     Distance      Geod. Az  |
 KZ2387|                                                           dddmmss.s |
 KZ2387| KZ2386 07 0109                             381.270 METERS 09102     |
 KZ2387|---------------------------------------------------------------------|
 KZ2387
 KZ2387                          SUPERSEDED SURVEY CONTROL
 KZ2387
 KZ2387  ELLIP H (04/01/98)  310.52   (m)                       GP(       ) 4 1
 KZ2387  NAD 83(1986)-  40 07 50.87343(N)    082 45 57.64087(W) AD(       ) 1
 KZ2387
 KZ2387.Superseded values are not recommended for survey control.
 KZ2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2387.See file dsdata.txt to determine how the superseded data were derived.
 KZ2387
 KZ2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4953843769(NAD 83)
 KZ2387_MARKER: DE = TRAVERSE STATION DISK
 KZ2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2387_SP_SET: CONCRETE POST
 KZ2387_STAMPING: DELAWARE COUNTY ENGINEER 07-0110 1991
 KZ2387_MARK LOGO: DCE   
 KZ2387_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2387+STABILITY: SURFACE MOTION
 KZ2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2387+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2387
 KZ2387  HISTORY     - Date     Condition        Report By
 KZ2387  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2387  HISTORY     - 20060319 GOOD             USPSQD
 KZ2387
 KZ2387                          STATION DESCRIPTION
 KZ2387
 KZ2387'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2387'STATION IS LOCATED ON THE SOUTH SIDE OF FANCHER ROAD, 0.20 MI
 KZ2387'(0.32 KM) WEST OF SOUTH COUNTY LINE ROAD, 16.1SOUTH OF SOUTH EDGE OF
 KZ2387'PAVEMENT OF FANCHER ROAD, 91.6 FT (27.9 M) WEST OF POLE ON THE SOUTH
 KZ2387'SIDE OF FANCHER ROAD AND 107.6 FT (32.8 M) EASTH OF ANOTHER POLE ON
 KZ2387'THE SOUTH SIDE OF FANCHER ROAD.
 KZ2387'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2387'S.R. 37 FOR 18.65 MI (30.01 KM) TO SOUTH COUNTY LINE ROAD. TURN RIGHT
 KZ2387'ON SOUTH COUNTY LINE ROAD FOR 3.97 MI (6.39 KM) TO FANCHER ROAD. TURN
 KZ2387'RIGHT ON FANCHER ROAD FOR 0.20 MI (0.32 KM) TO THE STATION.
 KZ2387
 KZ2387                          STATION RECOVERY (2006)
 KZ2387
 KZ2387'RECOVERY NOTE BY US POWER SQUADRON 2006 (BW)
 KZ2387'TEAM 3 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNITED
 KZ2387'STATES POWER SQUADRONS, FOUND MARKER KZ2387. 13.8 FT SOUTH OF SOUTH
 KZ2387'EDGE PAVEMENT OF FRANCHER ROAD. 91.6 FT WEST OF POLE NUMBER CE CO-OP
 KZ2387'27258 ON SOUTH SIDE OF FRANCHER ROAD. 107.6 FT EAST OF POLE CE CO-OP
 KZ2387'27257 ON SOUTH SIDE OF FRANCHER ROAD. STATION IS 2 INCHES BELOW GROUND
 KZ2387'LEVEL. SITE IS POSTED WITH SURVEY SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2314 ***********************************************************************
 KZ2314  DESIGNATION -  08 0037
 KZ2314  PID         -  KZ2314
 KZ2314  STATE/COUNTY-  OH/DELAWARE
 KZ2314  USGS QUAD   -  KILBOURNE (1983)
 KZ2314
 KZ2314                         *CURRENT SURVEY CONTROL
 KZ2314  ___________________________________________________________________
 KZ2314* NAD 83(1995)-  40 18 51.54017(N)    082 54 50.41334(W)     ADJUSTED  
 KZ2314* NAVD 88     -       302.8    (meters)     993.     (feet)  GPS OBS   
 KZ2314  ___________________________________________________________________
 KZ2314  X           -     600,808.034 (meters)                     COMP
 KZ2314  Y           -  -4,833,205.848 (meters)                     COMP
 KZ2314  Z           -   4,104,833.534 (meters)                     COMP
 KZ2314  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 KZ2314  ELLIP HEIGHT-         268.82  (meters)          (10/07/05) GPS OBS
 KZ2314  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ2314
 KZ2314  HORZ ORDER  -  FIRST
 KZ2314  ELLP ORDER  -  FOURTH    CLASS I
 KZ2314
 KZ2314.The horizontal coordinates were established by GPS observations
 KZ2314.and adjusted by the National Geodetic Survey in April 1998..
 KZ2314
 KZ2314.The orthometric height was determined by GPS observations and a
 KZ2314.high-resolution geoid model.
 KZ2314
 KZ2314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2314
 KZ2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2314
 KZ2314.The ellipsoidal height was determined by GPS observations
 KZ2314.and is referenced to NAD 83.
 KZ2314
 KZ2314.The geoid height was determined by GEOID03.
 KZ2314
 KZ2314;                    North         East     Units Scale Factor Converg.
 KZ2314;SPC OH N     -    72,003.586   564,808.512   MT  1.00002493   -0 16 19.1
 KZ2314;UTM  17      - 4,464,402.075   337,367.795   MT  0.99992559   -1 14 18.9
 KZ2314
 KZ2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2314!SPC OH N     -   0.99995783  x   1.00002493  =   0.99998276
 KZ2314!UTM  17      -   0.99995783  x   0.99992559  =   0.99988342
 KZ2314
 KZ2314:                Primary Azimuth Mark                     Grid Az
 KZ2314:SPC OH N     -  08 0038                                  351 40 10.5
 KZ2314:UTM  17      -  08 0038                                  352 38 10.3
 KZ2314
 KZ2314|---------------------------------------------------------------------|
 KZ2314| PID    Reference Object                     Distance      Geod. Az  |
 KZ2314|                                                           dddmmss.s |
 KZ2314| KZ2315 08 0038                             APPROX. 0.8 KM 3512351.4 |
 KZ2314|---------------------------------------------------------------------|
 KZ2314
 KZ2314                          SUPERSEDED SURVEY CONTROL
 KZ2314
 KZ2314  ELLIP H (04/01/98)  268.83   (m)                       GP(       ) 4 1
 KZ2314  NAD 83(1986)-  40 18 51.54733(N)    082 54 50.41948(W) AD(       ) 1
 KZ2314
 KZ2314.Superseded values are not recommended for survey control.
 KZ2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2314.See file dsdata.txt to determine how the superseded data were derived.
 KZ2314
 KZ2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3736864402(NAD 83)
 KZ2314_MARKER: DE = TRAVERSE STATION DISK
 KZ2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2314_SP_SET: CONCRETE POST
 KZ2314_STAMPING: DELAWARE COUNTY ENGINEER 08-0037 1991
 KZ2314_MARK LOGO: DCE   
 KZ2314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2314+STABILITY: SURFACE MOTION
 KZ2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ2314+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KZ2314
 KZ2314  HISTORY     - Date     Condition        Report By
 KZ2314  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2314  HISTORY     - 20060311 GOOD             USPSQD
 KZ2314
 KZ2314                          STATION DESCRIPTION
 KZ2314
 KZ2314'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2314'STATION IS LOCATED ON THE WEST SIDE OF NORTH GALENA ROAD AT OVERPASS
 KZ2314'OVER INTERSTATE 71, 3.5 FT (1.1 M) SOUTHWEST OF WEST EDGE OF PAVEMENT
 KZ2314'OF SAID NORTH GALENA ROAD, 2.4 FT (0.7 M) NORTHEAST OF GUARD RAIL ON
 KZ2314'THE WEST SIDE OF SAID ROAD AND 31.6 FT (9.6 M) NORTHWEST OF NORTHWEST
 KZ2314'CORNER OF BRIDGE OVER INTERSTATE 71.
 KZ2314'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2314'S.R. 37 FOR 8.81 MI (14.18 KM) TO NORTH GALENA ROAD. TURN LEFT ON
 KZ2314'NORTH GALENA ROAD FOR 3.42 MI (5.50 KM) CROSSING OVER INTERSTATE 71
 KZ2314'TO THE STATION.
 KZ2314
 KZ2314                          STATION RECOVERY (2006)
 KZ2314
 KZ2314'RECOVERY NOTE BY US POWER SQUADRON 2006 (LL)
 KZ2314'LOCATED MARKER APPROXIMATELY 3 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2315 ***********************************************************************
 KZ2315  DESIGNATION -  08 0038
 KZ2315  PID         -  KZ2315
 KZ2315  STATE/COUNTY-  OH/DELAWARE
 KZ2315  USGS QUAD   -  KILBOURNE (1983)
 KZ2315
 KZ2315                         *CURRENT SURVEY CONTROL
 KZ2315  ___________________________________________________________________
 KZ2315* NAD 83(1995)-  40 19 18.53226(N)    082 54 55.74817(W)     ADJUSTED  
 KZ2315* NAVD 88     -       298.2    (meters)     978.     (feet)  GPS OBS   
 KZ2315  ___________________________________________________________________
 KZ2315  X           -     600,616.151 (meters)                     COMP
 KZ2315  Y           -  -4,832,683.280 (meters)                     COMP
 KZ2315  Z           -   4,105,465.364 (meters)                     COMP
 KZ2315  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 KZ2315  ELLIP HEIGHT-         264.19  (meters)          (10/07/05) GPS OBS
 KZ2315  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ2315
 KZ2315  HORZ ORDER  -  FIRST
 KZ2315  ELLP ORDER  -  FOURTH    CLASS I
 KZ2315
 KZ2315.The horizontal coordinates were established by GPS observations
 KZ2315.and adjusted by the National Geodetic Survey in April 1998..
 KZ2315
 KZ2315.The orthometric height was determined by GPS observations and a
 KZ2315.high-resolution geoid model.
 KZ2315
 KZ2315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2315
 KZ2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2315
 KZ2315.The ellipsoidal height was determined by GPS observations
 KZ2315.and is referenced to NAD 83.
 KZ2315
 KZ2315.The geoid height was determined by GEOID03.
 KZ2315
 KZ2315;                    North         East     Units Scale Factor Converg.
 KZ2315;SPC OH N     -    72,836.757   564,686.514   MT  1.00002323   -0 16 22.6
 KZ2315;UTM  17      - 4,465,237.103   337,259.881   MT  0.99992602   -1 14 23.1
 KZ2315
 KZ2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2315!SPC OH N     -   0.99995856  x   1.00002323  =   0.99998179
 KZ2315!UTM  17      -   0.99995856  x   0.99992602  =   0.99988458
 KZ2315
 KZ2315:                Primary Azimuth Mark                     Grid Az
 KZ2315:SPC OH N     -  08 0037                                  171 40 10.5
 KZ2315:UTM  17      -  08 0037                                  172 38 11.0
 KZ2315
 KZ2315|---------------------------------------------------------------------|
 KZ2315| PID    Reference Object                     Distance      Geod. Az  |
 KZ2315|                                                           dddmmss.s |
 KZ2315| KZ2314 08 0037                             APPROX. 0.8 KM 1712347.9 |
 KZ2315|---------------------------------------------------------------------|
 KZ2315
 KZ2315                          SUPERSEDED SURVEY CONTROL
 KZ2315
 KZ2315  ELLIP H (04/01/98)  264.20   (m)                       GP(       ) 4 1
 KZ2315  NAD 83(1986)-  40 19 18.53942(N)    082 54 55.75430(W) AD(       ) 1
 KZ2315
 KZ2315.Superseded values are not recommended for survey control.
 KZ2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2315.See file dsdata.txt to determine how the superseded data were derived.
 KZ2315
 KZ2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3726065237(NAD 83)
 KZ2315_MARKER: DE = TRAVERSE STATION DISK
 KZ2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2315_SP_SET: CONCRETE POST
 KZ2315_STAMPING: DELAWARE COUNTY ENGINEER 08-0038 1991
 KZ2315_MARK LOGO: DCE   
 KZ2315_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2315+STABILITY: SURFACE MOTION
 KZ2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2315+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2315
 KZ2315  HISTORY     - Date     Condition        Report By
 KZ2315  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2315  HISTORY     - 20060311 MARK NOT FOUND   USPSQD
 KZ2315
 KZ2315                          STATION DESCRIPTION
 KZ2315
 KZ2315'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2315'STATION IS LOCATED ON THE EAST SIDE OF NORTH GALENA ROAD, 0.35 MI
 KZ2315'(0.56 KM) NORTHWEST OF OVERPASS OVER INTERSTATE 71, 12.0 FT (3.7 M)
 KZ2315'EAST OF CENTERLINE OF SAID NORTH GALENA ROAD, 7.2 FT (2.2 M) WEST OF
 KZ2315'NORTH-SOUTH FENCE ON THE EAST SIDE OF SAID ROAD AND 38.4 FT (11.7 M)
 KZ2315'NORTHEAST OF POLE ON THE WEST SIDE OF SAID ROAD.
 KZ2315'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2315'S.R. 37 FOR 8.81 MI (14.18 KM) TO NORTH GALENA ROAD. TURN LEFT ON
 KZ2315'NORTH GALENA ROAD FOR 3.77 MI (6.07 KM) CROSSING OVER INTERSTATE 71
 KZ2315'TO THE STATION.
 KZ2315
 KZ2315                          STATION RECOVERY (2006)
 KZ2315
 KZ2315'RECOVERY NOTE BY US POWER SQUADRON 2006 (LL)
 KZ2315'MARKER WAS NOT FOUND. ALL REFERENCES USED TO LOCATE THIS MARKER HAVE
 KZ2315'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2316 ***********************************************************************
 KZ2316  DESIGNATION -  08 0039
 KZ2316  PID         -  KZ2316
 KZ2316  STATE/COUNTY-  OH/DELAWARE
 KZ2316  USGS QUAD   -  KILBOURNE (1983)
 KZ2316
 KZ2316                         *CURRENT SURVEY CONTROL
 KZ2316  ___________________________________________________________________
 KZ2316* NAD 83(1995)-  40 21 14.02815(N)    082 52 54.98010(W)     ADJUSTED  
 KZ2316* NAVD 88     -       305.4    (meters)    1002.     (feet)  GPS OBS   
 KZ2316  ___________________________________________________________________
 KZ2316  X           -     603,160.512 (meters)                     COMP
 KZ2316  Y           -  -4,830,047.958 (meters)                     COMP
 KZ2316  Z           -   4,108,185.571 (meters)                     COMP
 KZ2316  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 KZ2316  ELLIP HEIGHT-         271.38  (meters)          (10/07/05) GPS OBS
 KZ2316  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ2316
 KZ2316  HORZ ORDER  -  FIRST
 KZ2316  ELLP ORDER  -  FOURTH    CLASS I
 KZ2316
 KZ2316.The horizontal coordinates were established by GPS observations
 KZ2316.and adjusted by the National Geodetic Survey in April 1998..
 KZ2316
 KZ2316.The orthometric height was determined by GPS observations and a
 KZ2316.high-resolution geoid model.
 KZ2316
 KZ2316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2316
 KZ2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2316
 KZ2316.The ellipsoidal height was determined by GPS observations
 KZ2316.and is referenced to NAD 83.
 KZ2316
 KZ2316.The geoid height was determined by GEOID03.
 KZ2316
 KZ2316;                    North         East     Units Scale Factor Converg.
 KZ2316;SPC OH N     -    76,386.201   567,553.339   MT  1.00001617   -0 15 03.3
 KZ2316;UTM  17      - 4,468,737.294   340,185.931   MT  0.99991440   -1 13 07.8
 KZ2316
 KZ2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2316!SPC OH N     -   0.99995743  x   1.00001617  =   0.99997360
 KZ2316!UTM  17      -   0.99995743  x   0.99991440  =   0.99987183
 KZ2316
 KZ2316:                Primary Azimuth Mark                     Grid Az
 KZ2316:SPC OH N     -  08 0040                                  162 12 44.5
 KZ2316:UTM  17      -  08 0040                                  163 10 49.0
 KZ2316
 KZ2316|---------------------------------------------------------------------|
 KZ2316| PID    Reference Object                     Distance      Geod. Az  |
 KZ2316|                                                           dddmmss.s |
 KZ2316| KZ2317 08 0040                             APPROX. 0.6 KM 1615741.2 |
 KZ2316|---------------------------------------------------------------------|
 KZ2316
 KZ2316                          SUPERSEDED SURVEY CONTROL
 KZ2316
 KZ2316  NAD 83(1986)-  40 21 14.03531(N)    082 52 54.98596(W) AD(       ) 1
 KZ2316
 KZ2316.Superseded values are not recommended for survey control.
 KZ2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2316.See file dsdata.txt to determine how the superseded data were derived.
 KZ2316
 KZ2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4018668737(NAD 83)
 KZ2316_MARKER: DE = TRAVERSE STATION DISK
 KZ2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2316_SP_SET: CONCRETE POST
 KZ2316_STAMPING: DELAWARE COUNTY ENGINEER 08-0039 1991
 KZ2316_MARK LOGO: DCE   
 KZ2316_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2316+STABILITY: SURFACE MOTION
 KZ2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2316+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2316
 KZ2316  HISTORY     - Date     Condition        Report By
 KZ2316  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2316
 KZ2316                          STATION DESCRIPTION
 KZ2316
 KZ2316'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2316'STATION IS LOCATED ON THE EAST SIDE OF CLARK ROAD, 0.35 MI (0.56 KM)
 KZ2316'NORTH OF TODD STREET ROAD, 12.4 FT (3.8 M) EAST OF CENTERLINE OF SAID
 KZ2316'CLARK ROAD, 13.4 FT (4.1 M) SOUTHWEST OF A LONE POST ON THE EAST SIDE
 KZ2316'OF SAID ROAD AND 52.6 FT (16.0 M) SOUTHEAST OF A 18 IN. TREE ON THE
 KZ2316'WEST SIDE OF SAID ROAD.
 KZ2316'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2316'S.R. 37 FOR 8.81 MI (14.18 KM) TO NORTH GALENA ROAD. TURN LEFT ON
 KZ2316'NORTH GALENA ROAD FOR 4.67 MI (7.52 KM) TO KILBOURNE ROAD. TURN RIGHT
 KZ2316'ON KILBOURNE ROAD FOR 1.90 MI (3.06 KM) TO CLARK ROAD. TURN LEFT ON
 KZ2316'CLARK ROAD FOR 1.06 MI (1.71 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2317 ***********************************************************************
 KZ2317  DESIGNATION -  08 0040
 KZ2317  PID         -  KZ2317
 KZ2317  STATE/COUNTY-  OH/DELAWARE
 KZ2317  USGS QUAD   -  KILBOURNE (1983)
 KZ2317
 KZ2317                         *CURRENT SURVEY CONTROL
 KZ2317  ___________________________________________________________________
 KZ2317* NAD 83(1995)-  40 20 54.09482(N)    082 52 46.49559(W)     ADJUSTED  
 KZ2317* NAVD 88     -       305.2    (meters)    1001.     (feet)  GPS OBS   
 KZ2317  ___________________________________________________________________
 KZ2317  X           -     603,408.521 (meters)                     COMP
 KZ2317  Y           -  -4,830,418.045 (meters)                     COMP
 KZ2317  Z           -   4,107,716.871 (meters)                     COMP
 KZ2317  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 KZ2317  ELLIP HEIGHT-         271.20  (meters)          (10/07/05) GPS OBS
 KZ2317  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ2317
 KZ2317  HORZ ORDER  -  FIRST
 KZ2317  ELLP ORDER  -  FOURTH    CLASS I
 KZ2317
 KZ2317.The horizontal coordinates were established by GPS observations
 KZ2317.and adjusted by the National Geodetic Survey in April 1998..
 KZ2317
 KZ2317.The orthometric height was determined by GPS observations and a
 KZ2317.high-resolution geoid model.
 KZ2317
 KZ2317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2317
 KZ2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2317
 KZ2317.The ellipsoidal height was determined by GPS observations
 KZ2317.and is referenced to NAD 83.
 KZ2317
 KZ2317.The geoid height was determined by GEOID03.
 KZ2317
 KZ2317;                    North         East     Units Scale Factor Converg.
 KZ2317;SPC OH N     -    75,770.482   567,750.879   MT  1.00001736   -0 14 57.7
 KZ2317;UTM  17      - 4,468,118.390   340,373.023   MT  0.99991367   -1 13 01.8
 KZ2317
 KZ2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2317!SPC OH N     -   0.99995746  x   1.00001736  =   0.99997482
 KZ2317!UTM  17      -   0.99995746  x   0.99991367  =   0.99987113
 KZ2317
 KZ2317:                Primary Azimuth Mark                     Grid Az
 KZ2317:SPC OH N     -  08 0039                                  342 12 44.3
 KZ2317:UTM  17      -  08 0039                                  343 10 48.4
 KZ2317
 KZ2317|---------------------------------------------------------------------|
 KZ2317| PID    Reference Object                     Distance      Geod. Az  |
 KZ2317|                                                           dddmmss.s |
 KZ2317| KZ2316 08 0039                             APPROX. 0.6 KM 3415746.6 |
 KZ2317|---------------------------------------------------------------------|
 KZ2317
 KZ2317                          SUPERSEDED SURVEY CONTROL
 KZ2317
 KZ2317  ELLIP H (04/01/98)  271.21   (m)                       GP(       ) 4 1
 KZ2317  NAD 83(1986)-  40 20 54.10199(N)    082 52 46.50143(W) AD(       ) 1
 KZ2317
 KZ2317.Superseded values are not recommended for survey control.
 KZ2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2317.See file dsdata.txt to determine how the superseded data were derived.
 KZ2317
 KZ2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4037368118(NAD 83)
 KZ2317_MARKER: DE = TRAVERSE STATION DISK
 KZ2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2317_SP_SET: CONCRETE POST
 KZ2317_STAMPING: DELAWARE COUNTY ENGINEER 08-0040 1991
 KZ2317_MARK LOGO: DCE   
 KZ2317_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2317+STABILITY: SURFACE MOTION
 KZ2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2317+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2317
 KZ2317  HISTORY     - Date     Condition        Report By
 KZ2317  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2317
 KZ2317                          STATION DESCRIPTION
 KZ2317
 KZ2317'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2317'STATION IS LOCATED ON THE SOUTHEAST CORNER OF INTERSECTION OF CLARK
 KZ2317'ROAD AND TODD STREET ROAD, 23.9 FT (7.3 M) SOUTHEAST OF INTERSECTION
 KZ2317'OF SAID ROADS, 16.1 FT (4.9 M) SOUTHWEST OF FENCE CORNER ON EAST SIDE
 KZ2317'OF CLARK ROAD, 48.3 FT (14.7 M) NORTHEAST OF A MAIL BOX NO. 6908 ON
 KZ2317'THE WEST SIDE OF SAID CLARK ROAD.
 KZ2317'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2317'S.R. 37 FOR 8.81 MI (14.18 KM) TO NORTH GALENA ROAD. TURN LEFT ON
 KZ2317'NORTH GALENA ROAD FOR 4.67 MI (7.52 KM) TO KILBOURNE ROAD. TURN RIGHT
 KZ2317'ON KILBOURNE ROAD FOR 1.90 MI (3.06 KM) TO CLARK ROAD. TURN LEFT ON
 KZ2317'CLARK ROAD FOR 0.70 MI (1.13 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2368 ***********************************************************************
 KZ2368  DESIGNATION -  09 0091
 KZ2368  PID         -  KZ2368
 KZ2368  STATE/COUNTY-  OH/DELAWARE
 KZ2368  USGS QUAD   -  POWELL (1988)
 KZ2368
 KZ2368                         *CURRENT SURVEY CONTROL
 KZ2368  ___________________________________________________________________
 KZ2368* NAD 83(1995)-  40 14 07.62141(N)    083 05 00.67057(W)     ADJUSTED  
 KZ2368* NAVD 88     -       284.4    (meters)     933.     (feet)  GPS OBS   
 KZ2368  ___________________________________________________________________
 KZ2368  X           -     587,185.939 (meters)                     COMP
 KZ2368  Y           -  -4,840,568.667 (meters)                     COMP
 KZ2368  Z           -   4,098,140.059 (meters)                     COMP
 KZ2368  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 KZ2368  ELLIP HEIGHT-         250.57  (meters)          (10/07/05) GPS OBS
 KZ2368  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ2368
 KZ2368  HORZ ORDER  -  FIRST
 KZ2368  ELLP ORDER  -  FOURTH    CLASS I
 KZ2368
 KZ2368.The horizontal coordinates were established by GPS observations
 KZ2368.and adjusted by the National Geodetic Survey in April 1998..
 KZ2368
 KZ2368.The orthometric height was determined by GPS observations and a
 KZ2368.high-resolution geoid model.
 KZ2368
 KZ2368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2368
 KZ2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2368
 KZ2368.The ellipsoidal height was determined by GPS observations
 KZ2368.and is referenced to NAD 83.
 KZ2368
 KZ2368.The geoid height was determined by GEOID03.
 KZ2368
 KZ2368;                    North         East     Units Scale Factor Converg.
 KZ2368;SPC OH N     -    63,328.576   550,340.771   MT  1.00004379   -0 23 00.0
 KZ2368;SPC OH S     -   248,337.530   550,340.624   MT  1.00004625   -0 22 12.9
 KZ2368;UTM  17      - 4,455,972.551   322,757.189   MT  0.99998673   -1 20 46.2
 KZ2368
 KZ2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2368!SPC OH N     -   0.99996069  x   1.00004379  =   1.00000448
 KZ2368!SPC OH S     -   0.99996069  x   1.00004625  =   1.00000694
 KZ2368!UTM  17      -   0.99996069  x   0.99998673  =   0.99994742
 KZ2368
 KZ2368:                Primary Azimuth Mark                     Grid Az
 KZ2368:SPC OH N     -  09 0092                                  005 04 01.9
 KZ2368:SPC OH S     -  09 0092                                  005 03 14.8
 KZ2368:UTM  17      -  09 0092                                  006 01 48.1
 KZ2368
 KZ2368|---------------------------------------------------------------------|
 KZ2368| PID    Reference Object                     Distance      Geod. Az  |
 KZ2368|                                                           dddmmss.s |
 KZ2368| KZ2369 09 0092                             APPROX. 0.7 KM 0044101.9 |
 KZ2368|---------------------------------------------------------------------|
 KZ2368
 KZ2368                          SUPERSEDED SURVEY CONTROL
 KZ2368
 KZ2368  ELLIP H (04/01/98)  250.56   (m)                       GP(       ) 4 1
 KZ2368  NAD 83(1986)-  40 14 07.62911(N)    083 05 00.67833(W) AD(       ) 1
 KZ2368
 KZ2368.Superseded values are not recommended for survey control.
 KZ2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2368.See file dsdata.txt to determine how the superseded data were derived.
 KZ2368
 KZ2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2275755973(NAD 83)
 KZ2368_MARKER: DE = TRAVERSE STATION DISK
 KZ2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2368_SP_SET: CONCRETE POST
 KZ2368_STAMPING: DELAWARE COUNTY ENGINEER 09-0091 1991
 KZ2368_MARK LOGO: DCE   
 KZ2368_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2368+STABILITY: SURFACE MOTION
 KZ2368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2368+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2368
 KZ2368  HISTORY     - Date     Condition        Report By
 KZ2368  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2368
 KZ2368                          STATION DESCRIPTION
 KZ2368
 KZ2368'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2368'STATION IS LOCATED ON THE WEST SIDE OF LIBERTY ROAD, 0.50 MI
 KZ2368'(0.80 KM) SOUTH OF THE INTERSECTION OF LIBERTY ROAD AND FORD ROAD,
 KZ2368'15.6 FT (4.8 M) WEST OF WEST EDGE OF PAVEMENT OF LIBERTY ROAD, 119.9
 KZ2368'FT (36.5 M) NORTHWEST OF A MAIL BOX NO. 4754 ON THE WEST SIDE OF
 KZ2368'LIBERTY ROAD, 61.0 FT (18.6 M) SOUTHWEST OF POLE ON THE WEST SIDE OF
 KZ2368'LIBERTY ROAD, 63.1 FT (19.2 M) NORTHWEST OF POLE ON THE EAST SIDE OF
 KZ2368'LIBERTY ROAD AND 180.0 FT (54.9 M) NORTH OF CENTERLINE OF BEAN OLLER
 KZ2368'ROAD.
 KZ2368'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2368'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO S. SUNDUSKY ST. CONTINUE
 KZ2368'SOUTHWARDLY ALONG S. SUNDUSKY ST. FOR 0.57 MI (0.92 KM) TO LONDON
 KZ2368'ROAD. TURN RIGHT ON LONDON ROAD FOR 0.58 MI (0.93 KM) TO LIBERTY
 KZ2368'ROAD. TURN LEFT ON LIBERTY ROAD FOR 3.69 MI (5.94 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2369 ***********************************************************************
 KZ2369  DESIGNATION -  09 0092
 KZ2369  PID         -  KZ2369
 KZ2369  STATE/COUNTY-  OH/DELAWARE
 KZ2369  USGS QUAD   -  POWELL (1988)
 KZ2369
 KZ2369                         *CURRENT SURVEY CONTROL
 KZ2369  ___________________________________________________________________
 KZ2369* NAD 83(1995)-  40 14 31.42160(N)    083 04 58.12597(W)     ADJUSTED  
 KZ2369* NAVD 88     -       283.5    (meters)     930.     (feet)  GPS OBS   
 KZ2369  ___________________________________________________________________
 KZ2369  X           -     587,188.458 (meters)                     COMP
 KZ2369  Y           -  -4,840,089.958 (meters)                     COMP
 KZ2369  Z           -   4,098,699.874 (meters)                     COMP
 KZ2369  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 KZ2369  ELLIP HEIGHT-         249.66  (meters)          (10/07/05) GPS OBS
 KZ2369  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KZ2369
 KZ2369  HORZ ORDER  -  FIRST
 KZ2369  ELLP ORDER  -  FOURTH    CLASS I
 KZ2369
 KZ2369.The horizontal coordinates were established by GPS observations
 KZ2369.and adjusted by the National Geodetic Survey in April 1998..
 KZ2369
 KZ2369.The orthometric height was determined by GPS observations and a
 KZ2369.high-resolution geoid model.
 KZ2369
 KZ2369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2369
 KZ2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2369
 KZ2369.The ellipsoidal height was determined by GPS observations
 KZ2369.and is referenced to NAD 83.
 KZ2369
 KZ2369.The geoid height was determined by GEOID03.
 KZ2369
 KZ2369;                    North         East     Units Scale Factor Converg.
 KZ2369;SPC OH N     -    64,062.287   550,405.830   MT  1.00004214   -0 22 58.4
 KZ2369;SPC OH S     -   249,071.260   550,405.515   MT  1.00004798   -0 22 11.3
 KZ2369;UTM  17      - 4,456,705.025   322,834.564   MT  0.99998639   -1 20 45.2
 KZ2369
 KZ2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2369!SPC OH N     -   0.99996084  x   1.00004214  =   1.00000297
 KZ2369!SPC OH S     -   0.99996084  x   1.00004798  =   1.00000881
 KZ2369!UTM  17      -   0.99996084  x   0.99998639  =   0.99994723
 KZ2369
 KZ2369:                Primary Azimuth Mark                     Grid Az
 KZ2369:SPC OH N     -  09 0091                                  185 04 01.9
 KZ2369:SPC OH S     -  09 0091                                  185 03 14.8
 KZ2369:UTM  17      -  09 0091                                  186 01 48.7
 KZ2369
 KZ2369|---------------------------------------------------------------------|
 KZ2369| PID    Reference Object                     Distance      Geod. Az  |
 KZ2369|                                                           dddmmss.s |
 KZ2369| KZ2368 09 0091                             APPROX. 0.7 KM 1844103.5 |
 KZ2369|---------------------------------------------------------------------|
 KZ2369
 KZ2369                          SUPERSEDED SURVEY CONTROL
 KZ2369
 KZ2369  ELLIP H (04/01/98)  249.65   (m)                       GP(       ) 4 1
 KZ2369  NAD 83(1986)-  40 14 31.42927(N)    083 04 58.13382(W) AD(       ) 1
 KZ2369
 KZ2369.Superseded values are not recommended for survey control.
 KZ2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2369.See file dsdata.txt to determine how the superseded data were derived.
 KZ2369
 KZ2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2283556705(NAD 83)
 KZ2369_MARKER: DE = TRAVERSE STATION DISK
 KZ2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2369_SP_SET: CONCRETE POST
 KZ2369_STAMPING: DELAWARE COUNTY ENGINEER 09-0092 1991
 KZ2369_MARK LOGO: DCE   
 KZ2369_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2369+STABILITY: SURFACE MOTION
 KZ2369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2369+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2369
 KZ2369  HISTORY     - Date     Condition        Report By
 KZ2369  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2369
 KZ2369                          STATION DESCRIPTION
 KZ2369
 KZ2369'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2369'STATION IS LOCATED ON THE EAST SIDE OF LIBERTY ROAD, 0.10 MI
 KZ2369'(0.16 KM) SOUTH OF THE INTERSECTION OF LIBERTY ROAD AND FORD ROAD,
 KZ2369'12.8 FT (3.9 M) EAST OF EAST EDGE OF PAVEMENT OF LIBERTY ROAD, 50.4
 KZ2369'FT (15.4 M) SOUTHEAST OF POLE ON THE WEST SIDE OF LIBERTY ROAD, 40.3
 KZ2369'FT (12.3 M) NORTH OF A TELEPHONE POLE ON THE EAST SIDE OF LIBERTY
 KZ2369'ROAD.
 KZ2369'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2369'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO S. SUNDUSKY ST. CONTINUE
 KZ2369'SOUTHWARDLY ALONG S. SUNDUSKY ST. FOR 0.57 MI (0.92 KM) TO LONDON
 KZ2369'ROAD. TURN RIGHT ON LONDON ROAD FOR 0.58 MI (0.93 KM) TO LIBERTY
 KZ2369'ROAD. TURN LEFT ON LIBERTY ROAD FOR 3.29 MI (5.29 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2370 ***********************************************************************
 KZ2370  DESIGNATION -  09 0093
 KZ2370  PID         -  KZ2370
 KZ2370  STATE/COUNTY-  OH/DELAWARE
 KZ2370  USGS QUAD   -  POWELL (1988)
 KZ2370
 KZ2370                         *CURRENT SURVEY CONTROL
 KZ2370  ___________________________________________________________________
 KZ2370* NAD 83(1995)-  40 11 43.81798(N)    083 05 09.90552(W)     ADJUSTED  
 KZ2370* NAVD 88     -       282.1    (meters)     926.     (feet)  GPS OBS   
 KZ2370  ___________________________________________________________________
 KZ2370  X           -     587,313.772 (meters)                     COMP
 KZ2370  Y           -  -4,843,436.428 (meters)                     COMP
 KZ2370  Z           -   4,094,751.490 (meters)                     COMP
 KZ2370  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 KZ2370  ELLIP HEIGHT-         248.40  (meters)          (10/07/05) GPS OBS
 KZ2370  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KZ2370
 KZ2370  HORZ ORDER  -  FIRST
 KZ2370  ELLP ORDER  -  FOURTH    CLASS I
 KZ2370
 KZ2370.The horizontal coordinates were established by GPS observations
 KZ2370.and adjusted by the National Geodetic Survey in April 1998..
 KZ2370
 KZ2370.The orthometric height was determined by GPS observations and a
 KZ2370.high-resolution geoid model.
 KZ2370
 KZ2370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2370
 KZ2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2370
 KZ2370.The ellipsoidal height was determined by GPS observations
 KZ2370.and is referenced to NAD 83.
 KZ2370
 KZ2370.The geoid height was determined by GEOID03.
 KZ2370
 KZ2370;                    North         East     Units Scale Factor Converg.
 KZ2370;SPC OH N     -    58,894.435   550,092.655   MT  1.00005405   -0 23 06.1
 KZ2370;SPC OH S     -   243,903.367   550,093.525   MT  1.00003612   -0 22 18.8
 KZ2370;UTM  17      - 4,451,543.475   322,434.663   MT  0.99998814   -1 20 48.1
 KZ2370
 KZ2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2370!SPC OH N     -   0.99996103  x   1.00005405  =   1.00001508
 KZ2370!SPC OH S     -   0.99996103  x   1.00003612  =   0.99999715
 KZ2370!UTM  17      -   0.99996103  x   0.99998814  =   0.99994917
 KZ2370
 KZ2370:                Primary Azimuth Mark                     Grid Az
 KZ2370:SPC OH N     -  09 0094                                  094 28 06.6
 KZ2370:SPC OH S     -  09 0094                                  094 27 19.3
 KZ2370:UTM  17      -  09 0094                                  095 25 48.6
 KZ2370
 KZ2370|---------------------------------------------------------------------|
 KZ2370| PID    Reference Object                     Distance      Geod. Az  |
 KZ2370|                                                           dddmmss.s |
 KZ2370| KZ2371 09 0094                             APPROX. 0.7 KM 0940500.5 |
 KZ2370|---------------------------------------------------------------------|
 KZ2370
 KZ2370                          SUPERSEDED SURVEY CONTROL
 KZ2370
 KZ2370  ELLIP H (04/01/98)  248.39   (m)                       GP(       ) 4 1
 KZ2370  NAD 83(1986)-  40 11 43.82571(N)    083 05 09.91294(W) AD(       ) 1
 KZ2370
 KZ2370.Superseded values are not recommended for survey control.
 KZ2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2370.See file dsdata.txt to determine how the superseded data were derived.
 KZ2370
 KZ2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2243551543(NAD 83)
 KZ2370_MARKER: DE = TRAVERSE STATION DISK
 KZ2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2370_SP_SET: CONCRETE POST
 KZ2370_STAMPING: DELAWARE COUNTY ENGINEER 09-0093 1991
 KZ2370_MARK LOGO: DCE   
 KZ2370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2370+STABILITY: SURFACE MOTION
 KZ2370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2370+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KZ2370
 KZ2370  HISTORY     - Date     Condition        Report By
 KZ2370  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2370  HISTORY     - 20060311 GOOD             USPSQD
 KZ2370
 KZ2370                          STATION DESCRIPTION
 KZ2370
 KZ2370'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2370'STATION IS LOCATED ON THE NORTHEAST CORNER OF LIBERTY ROAD AND HOME
 KZ2370'ROAD, 57.0 FT (17.4 M) EAST OF CENTERLINE OF LIBERTY ROAD, 22.6 FT
 KZ2370'(6.9 M) EAST OF A MAIL BOX NO. 2931 ON THE NORTH SIDE OF HOME ROAD,
 KZ2370'61.9 FT (18.9 M) NORTHEAST OF POLE ON THE SOUTH SIDE OF HOME ROAD AND
 KZ2370'65.6 FT (20.0 M) NORTHWEST OF ANOTHER POLE ON THE SOUTH SIDE OF HOME
 KZ2370'ROAD.
 KZ2370'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2370'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO S. SUNDUSKY ST. CONTINUE
 KZ2370'SOUTHWARDLY ALONG S. SUNDUSKY ST. FOR 0.57 MI (0.92 KM) TO LONDON
 KZ2370'ROAD. TURN RIGHT ON LONDON ROAD FOR 0.58 MI (0.93 KM) TO LIBERTY
 KZ2370'ROAD. TURN LEFT ON LIBERTY ROAD FOR 6.54 MI (10.52 KM) TO HOME ROAD.
 KZ2370'TURN LEFT ON HOME ROAD FOR 57.0 FT (17.4 M) TO THE STATION.
 KZ2370
 KZ2370                          STATION RECOVERY (2006)
 KZ2370
 KZ2370'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 KZ2370'TEAM 1 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNTIED
 KZ2370'STATES POWER SQUADRONS FOUND MARKER KZ2370. IT WAS ABOUT 3 INCHES
 KZ2370'BELOW THE GROUND AND MARKED BY A SIGN POST. THE NUMBER ON THE MARKER
 KZ2370'IS 090093..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2371 ***********************************************************************
 KZ2371  DESIGNATION -  09 0094
 KZ2371  PID         -  KZ2371
 KZ2371  STATE/COUNTY-  OH/DELAWARE
 KZ2371  USGS QUAD   -  POWELL (1988)
 KZ2371
 KZ2371                         *CURRENT SURVEY CONTROL
 KZ2371  ___________________________________________________________________
 KZ2371* NAD 83(1995)-  40 11 42.15199(N)    083 04 39.49474(W)     ADJUSTED  
 KZ2371* NAVD 88     -       278.9    (meters)     915.     (feet)  GPS OBS   
 KZ2371  ___________________________________________________________________
 KZ2371  X           -     588,031.555 (meters)                     COMP
 KZ2371  Y           -  -4,843,380.213 (meters)                     COMP
 KZ2371  Z           -   4,094,710.114 (meters)                     COMP
 KZ2371  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 KZ2371  ELLIP HEIGHT-         245.11  (meters)          (10/07/05) GPS OBS
 KZ2371  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KZ2371
 KZ2371  HORZ ORDER  -  FIRST
 KZ2371  ELLP ORDER  -  FOURTH    CLASS I
 KZ2371
 KZ2371.The horizontal coordinates were established by GPS observations
 KZ2371.and adjusted by the National Geodetic Survey in April 1998..
 KZ2371
 KZ2371.The orthometric height was determined by GPS observations and a
 KZ2371.high-resolution geoid model.
 KZ2371
 KZ2371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2371
 KZ2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2371
 KZ2371.The ellipsoidal height was determined by GPS observations
 KZ2371.and is referenced to NAD 83.
 KZ2371
 KZ2371.The geoid height was determined by GEOID03.
 KZ2371
 KZ2371;                    North         East     Units Scale Factor Converg.
 KZ2371;SPC OH N     -    58,838.248   550,811.636   MT  1.00005418   -0 22 46.1
 KZ2371;SPC OH S     -   243,847.346   550,812.505   MT  1.00003600   -0 21 59.5
 KZ2371;UTM  17      - 4,451,475.233   323,152.550   MT  0.99998501   -1 20 28.5
 KZ2371
 KZ2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2371!SPC OH N     -   0.99996155  x   1.00005418  =   1.00001573
 KZ2371!SPC OH S     -   0.99996155  x   1.00003600  =   0.99999755
 KZ2371!UTM  17      -   0.99996155  x   0.99998501  =   0.99994656
 KZ2371
 KZ2371:                Primary Azimuth Mark                     Grid Az
 KZ2371:SPC OH N     -  09 0093                                  274 28 06.2
 KZ2371:SPC OH S     -  09 0093                                  274 27 19.6
 KZ2371:UTM  17      -  09 0093                                  275 25 48.6
 KZ2371
 KZ2371|---------------------------------------------------------------------|
 KZ2371| PID    Reference Object                     Distance      Geod. Az  |
 KZ2371|                                                           dddmmss.s |
 KZ2371| KZ2370 09 0093                             APPROX. 0.7 KM 2740520.1 |
 KZ2371|---------------------------------------------------------------------|
 KZ2371
 KZ2371                          SUPERSEDED SURVEY CONTROL
 KZ2371
 KZ2371  ELLIP H (04/01/98)  245.10   (m)                       GP(       ) 4 1
 KZ2371  NAD 83(1986)-  40 11 42.15966(N)    083 04 39.50222(W) AD(       ) 1
 KZ2371
 KZ2371.Superseded values are not recommended for survey control.
 KZ2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2371.See file dsdata.txt to determine how the superseded data were derived.
 KZ2371
 KZ2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2315351475(NAD 83)
 KZ2371_MARKER: DE = TRAVERSE STATION DISK
 KZ2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2371_SP_SET: CONCRETE POST
 KZ2371_STAMPING: DELAWARE COUNTY ENGINEER 09-0094 1991
 KZ2371_MARK LOGO: DCE   
 KZ2371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2371+STABILITY: SURFACE MOTION
 KZ2371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2371+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KZ2371
 KZ2371  HISTORY     - Date     Condition        Report By
 KZ2371  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2371  HISTORY     - 20060311 GOOD             USPSQD
 KZ2371
 KZ2371                          STATION DESCRIPTION
 KZ2371
 KZ2371'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2371'STATION IS LOCATED ON THE SOUTHWEST CORNER OF SOUTH LIBERTY ROAD AND
 KZ2371'HOME ROAD, 106.7 FT (32.5 M) WEST OF CENTERLINE OF SOUTH LIBERTY ROAD
 KZ2371', 13.3 FT (4.1 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF HOME ROAD AND
 KZ2371'31.0 FT (9.4 M) NORTHWEST OF A TELEPHONE POLE ON THE WEST SIDE OF
 KZ2371'SOUTH LIBERTY ROAD.
 KZ2371'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2371'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO S. SUNDUSKY ST. CONTINUE
 KZ2371'SOUTHWARDLY ALONG S. SUNDUSKY ST. FOR 0.57 MI (0.92 KM) TO LONDON
 KZ2371'ROAD. TURN RIGHT ON LONDON ROAD FOR 0.58 MI (0.93 KM) TO LIBERTY
 KZ2371'ROAD. TURN LEFT ON LIBERTY ROAD FOR 6.54 MI (10.52 KM) TO HOME ROAD.
 KZ2371'TURN LEFT ON HOME ROAD FOR 0.46 MI (0.74 KM) TO THE STATION.
 KZ2371
 KZ2371                          STATION RECOVERY (2006)
 KZ2371
 KZ2371'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 KZ2371'TEAM 1 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNTIED
 KZ2371'STATES POWER SQUADRONS FOUND MARKER KZ2371 IN EXCELLANT CONDITION. IT
 KZ2371'WAS MOUNTED ON A 6 INCH PEDESTAL ABOVE GROUND. IT WAS DATED 1959 AND
 KZ2371'WAS A USGS GEODETIC MARKER NO. TT119WC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2372 ***********************************************************************
 KZ2372  DESIGNATION -  09 0095
 KZ2372  PID         -  KZ2372
 KZ2372  STATE/COUNTY-  OH/DELAWARE
 KZ2372  USGS QUAD   -  POWELL (1988)
 KZ2372
 KZ2372                         *CURRENT SURVEY CONTROL
 KZ2372  ___________________________________________________________________
 KZ2372* NAD 83(1995)-  40 11 39.23272(N)    083 02 59.14632(W)     ADJUSTED  
 KZ2372* NAVD 88     -       242.4    (meters)     795.     (feet)  GPS OBS   
 KZ2372  ___________________________________________________________________
 KZ2372  X           -     590,391.464 (meters)                     COMP
 KZ2372  Y           -  -4,843,123.587 (meters)                     COMP
 KZ2372  Z           -   4,094,617.789 (meters)                     COMP
 KZ2372  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 KZ2372  ELLIP HEIGHT-         208.63  (meters)          (10/07/05) GPS OBS
 KZ2372  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ2372
 KZ2372  HORZ ORDER  -  FIRST
 KZ2372  ELLP ORDER  -  FOURTH    CLASS I
 KZ2372
 KZ2372.The horizontal coordinates were established by GPS observations
 KZ2372.and adjusted by the National Geodetic Survey in April 1998..
 KZ2372
 KZ2372.The orthometric height was determined by GPS observations and a
 KZ2372.high-resolution geoid model.
 KZ2372
 KZ2372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2372
 KZ2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2372
 KZ2372.The ellipsoidal height was determined by GPS observations
 KZ2372.and is referenced to NAD 83.
 KZ2372
 KZ2372.The geoid height was determined by GEOID03.
 KZ2372
 KZ2372;                    North         East     Units Scale Factor Converg.
 KZ2372;SPC OH N     -    58,732.861   553,184.677   MT  1.00005439   -0 21 40.2
 KZ2372;SPC OH S     -   243,742.484   553,185.526   MT  1.00003580   -0 20 55.8
 KZ2372;UTM  17      - 4,451,330.034   325,523.312   MT  0.99997476   -1 19 23.6
 KZ2372
 KZ2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2372!SPC OH N     -   0.99996727  x   1.00005439  =   1.00002166
 KZ2372!SPC OH S     -   0.99996727  x   1.00003580  =   1.00000307
 KZ2372!UTM  17      -   0.99996727  x   0.99997476  =   0.99994203
 KZ2372
 KZ2372:                Primary Azimuth Mark                     Grid Az
 KZ2372:SPC OH N     -  09 0096                                  082 46 53.2
 KZ2372:SPC OH S     -  09 0096                                  082 46 08.8
 KZ2372:UTM  17      -  09 0096                                  083 44 36.6
 KZ2372
 KZ2372|---------------------------------------------------------------------|
 KZ2372| PID    Reference Object                     Distance      Geod. Az  |
 KZ2372|                                                           dddmmss.s |
 KZ2372| KZ2373 09 0096                             401.273 METERS 0822513.0 |
 KZ2372|---------------------------------------------------------------------|
 KZ2372
 KZ2372                          SUPERSEDED SURVEY CONTROL
 KZ2372
 KZ2372  NAD 83(1986)-  40 11 39.24047(N)    083 02 59.15357(W) AD(       ) 1
 KZ2372
 KZ2372.Superseded values are not recommended for survey control.
 KZ2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2372.See file dsdata.txt to determine how the superseded data were derived.
 KZ2372
 KZ2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2552351330(NAD 83)
 KZ2372_MARKER: DE = TRAVERSE STATION DISK
 KZ2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2372_SP_SET: CONCRETE POST
 KZ2372_STAMPING: DELAWARE COUNTY ENGINEER 09-0095 1991
 KZ2372_MARK LOGO: DCE   
 KZ2372_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2372+STABILITY: SURFACE MOTION
 KZ2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2372+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2372
 KZ2372  HISTORY     - Date     Condition        Report By
 KZ2372  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2372  HISTORY     - 20060311 MARK NOT FOUND   USPSQD
 KZ2372
 KZ2372                          STATION DESCRIPTION
 KZ2372
 KZ2372'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2372'STATION IS LOCATED ON THE SOUTHWEST CORNER OF PERRY ROAD AND HOME
 KZ2372'ROAD, 36.0 FT (11.0 M) WEST OF CENTERLINE OF PERRY ROAD ,56.1
 KZ2372'FTSOUTHWEST OF POLE ON THE NORTH SIDE OF HOME ROAD, 24.1 FT (7.3 M)
 KZ2372'NORTHWEST OF POLE ON THE WEST SIDE OF PERRY ROAD AND 103.4 FT
 KZ2372'(31.5 M) NORTHWEST OF ANOTHER POLE ON THE WEST SIDE OF PERRY ROAD.
 KZ2372'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2372'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO E. WILLIAM ST. TURN LEFT ON
 KZ2372'E. WILLIAM ST. FOR 0.16 MI (0.26 KM) TO U.S. HWY 23. TURN RIGHT ON
 KZ2372'U.S. HWY 23 FOR 7.74 MI (12.46 KM) TO HOME ROAD. TURN RIGHT ON HOME
 KZ2372'ROAD FOR 1.17 MI (1.88 KM) TO THE STATION.
 KZ2372
 KZ2372                          STATION RECOVERY (2006)
 KZ2372
 KZ2372'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 KZ2372'TEAM 1 OF THE COLUMBUS SAIL AND POWER SQUADRON, A UNIT OF THE UNTIED
 KZ2372'STATES POWER SQUADRONS DID NOT FIND MARKER KZ2372 DUE TO CONSTRUCTION
 KZ2372'EXCAVATION IN THE PROPOSED MARKER AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2373 ***********************************************************************
 KZ2373  DESIGNATION -  09 0096
 KZ2373  PID         -  KZ2373
 KZ2373  STATE/COUNTY-  OH/DELAWARE
 KZ2373  USGS QUAD   -  POWELL (1988)
 KZ2373
 KZ2373                         *CURRENT SURVEY CONTROL
 KZ2373  ___________________________________________________________________
 KZ2373* NAD 83(1995)-  40 11 40.94844(N)    083 02 42.32958(W)     ADJUSTED  
 KZ2373* NAVD 88     -       259.1    (meters)     850.     (feet)  GPS OBS   
 KZ2373  ___________________________________________________________________
 KZ2373  X           -     590,783.730 (meters)                     COMP
 KZ2373  Y           -  -4,843,054.196 (meters)                     COMP
 KZ2373  Z           -   4,094,668.992 (meters)                     COMP
 KZ2373  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 KZ2373  ELLIP HEIGHT-         225.33  (meters)          (10/07/05) GPS OBS
 KZ2373  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KZ2373
 KZ2373  HORZ ORDER  -  FIRST
 KZ2373  ELLP ORDER  -  FOURTH    CLASS I
 KZ2373
 KZ2373.The horizontal coordinates were established by GPS observations
 KZ2373.and adjusted by the National Geodetic Survey in April 1998..
 KZ2373
 KZ2373.The orthometric height was determined by GPS observations and a
 KZ2373.high-resolution geoid model.
 KZ2373
 KZ2373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2373
 KZ2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2373
 KZ2373.The ellipsoidal height was determined by GPS observations
 KZ2373.and is referenced to NAD 83.
 KZ2373
 KZ2373.The geoid height was determined by GEOID03.
 KZ2373
 KZ2373;                    North         East     Units Scale Factor Converg.
 KZ2373;SPC OH N     -    58,783.286   553,582.791   MT  1.00005426   -0 21 29.2
 KZ2373;SPC OH S     -   243,792.993   553,583.622   MT  1.00003592   -0 20 45.1
 KZ2373;UTM  17      - 4,451,373.764   325,922.184   MT  0.99997304   -1 19 12.7
 KZ2373
 KZ2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2373!SPC OH N     -   0.99996465  x   1.00005426  =   1.00001891
 KZ2373!SPC OH S     -   0.99996465  x   1.00003592  =   1.00000057
 KZ2373!UTM  17      -   0.99996465  x   0.99997304  =   0.99993769
 KZ2373
 KZ2373:                Primary Azimuth Mark                     Grid Az
 KZ2373:SPC OH N     -  09 0095                                  262 46 53.0
 KZ2373:SPC OH S     -  09 0095                                  262 46 08.9
 KZ2373:UTM  17      -  09 0095                                  263 44 36.5
 KZ2373
 KZ2373|---------------------------------------------------------------------|
 KZ2373| PID    Reference Object                     Distance      Geod. Az  |
 KZ2373|                                                           dddmmss.s |
 KZ2373| KZ2372 09 0095                             401.273 METERS 2622523.8 |
 KZ2373|---------------------------------------------------------------------|
 KZ2373
 KZ2373                          SUPERSEDED SURVEY CONTROL
 KZ2373
 KZ2373  NAD 83(1986)-  40 11 40.95619(N)    083 02 42.33680(W) AD(       ) 1
 KZ2373
 KZ2373.Superseded values are not recommended for survey control.
 KZ2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2373.See file dsdata.txt to determine how the superseded data were derived.
 KZ2373
 KZ2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2592251374(NAD 83)
 KZ2373_MARKER: DE = TRAVERSE STATION DISK
 KZ2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2373_SP_SET: CONCRETE POST
 KZ2373_STAMPING: DELAWARE COUNTY ENGINEER 09-0096 1991
 KZ2373_MARK LOGO: DCE   
 KZ2373_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2373+STABILITY: SURFACE MOTION
 KZ2373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2373+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2373
 KZ2373  HISTORY     - Date     Condition        Report By
 KZ2373  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2373
 KZ2373                          STATION DESCRIPTION
 KZ2373
 KZ2373'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2373'STATION IS LOCATED ON THE NORTH SIDE OF HOME ROAD, 0.20 MI (0.32 KM)
 KZ2373'EAST OF PERRY ROAD, 11.1 FT (3.4 M) NORTH OF NORTH EDGE OF PAVEMENT OF
 KZ2373'SAID HOME ROAD, 10.1 FT (3.1 M) EAST OF A TELEPHONE POLE ON THE NORTH
 KZ2373'SIDE OF HOME ROAD, AND 49.8 FT (15.2 M) WEST OF 10 IN. MAPLE TREE
 KZ2373'ON THE NORTH SIDE OF HOME ROAD.
 KZ2373'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2373'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO E. WILLIAM ST. TURN LEFT ON
 KZ2373'E. WILLIAM ST. FOR 0.16 MI (0.26 KM) TO U.S. HWY 23. TURN RIGHT ON
 KZ2373'U.S. HWY 23 FOR 7.74 MI (12.46 KM) TO HOME ROAD. TURN RIGHT ON HOME
 KZ2373'ROAD FOR 0.97 MI (1.56 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2374 ***********************************************************************
 KZ2374  DESIGNATION -  09 0097
 KZ2374  PID         -  KZ2374
 KZ2374  STATE/COUNTY-  OH/DELAWARE
 KZ2374  USGS QUAD   -  POWELL (1988)
 KZ2374
 KZ2374                         *CURRENT SURVEY CONTROL
 KZ2374  ___________________________________________________________________
 KZ2374* NAD 83(1995)-  40 08 20.94357(N)    083 02 18.12784(W)     ADJUSTED  
 KZ2374* NAVD 88     -       236.4    (meters)     776.     (feet)  GPS OBS   
 KZ2374  ___________________________________________________________________
 KZ2374  X           -     591,832.178 (meters)                     COMP
 KZ2374  Y           -  -4,846,917.531 (meters)                     COMP
 KZ2374  Z           -   4,089,940.143 (meters)                     COMP
 KZ2374  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 KZ2374  ELLIP HEIGHT-         202.70  (meters)          (10/07/05) GPS OBS
 KZ2374  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KZ2374
 KZ2374  HORZ ORDER  -  FIRST
 KZ2374  ELLP ORDER  -  FOURTH    CLASS I
 KZ2374
 KZ2374.The horizontal coordinates were established by GPS observations
 KZ2374.and adjusted by the National Geodetic Survey in April 1998..
 KZ2374
 KZ2374.The orthometric height was determined by GPS observations and a
 KZ2374.high-resolution geoid model.
 KZ2374
 KZ2374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2374
 KZ2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2374
 KZ2374.The ellipsoidal height was determined by GPS observations
 KZ2374.and is referenced to NAD 83.
 KZ2374
 KZ2374.The geoid height was determined by GEOID03.
 KZ2374
 KZ2374;                    North         East     Units Scale Factor Converg.
 KZ2374;SPC OH N     -    52,610.548   554,117.173   MT  1.00006935   -0 21 13.3
 KZ2374;SPC OH S     -   237,620.569   554,119.295   MT  1.00002265   -0 20 29.8
 KZ2374;UTM  17      - 4,445,193.482   326,352.882   MT  0.99997121   -1 18 51.7
 KZ2374
 KZ2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2374!SPC OH N     -   0.99996820  x   1.00006935  =   1.00003755
 KZ2374!SPC OH S     -   0.99996820  x   1.00002265  =   0.99999085
 KZ2374!UTM  17      -   0.99996820  x   0.99997121  =   0.99993941
 KZ2374
 KZ2374:                Primary Azimuth Mark                     Grid Az
 KZ2374:SPC OH N     -  09 0098                                  338 04 50.0
 KZ2374:SPC OH S     -  09 0098                                  338 04 06.5
 KZ2374:UTM  17      -  09 0098                                  339 02 28.4
 KZ2374
 KZ2374|---------------------------------------------------------------------|
 KZ2374| PID    Reference Object                     Distance      Geod. Az  |
 KZ2374|                                                           dddmmss.s |
 KZ2374| KZ2375 09 0098                             493.850 METERS 3374336.7 |
 KZ2374|---------------------------------------------------------------------|
 KZ2374
 KZ2374                          SUPERSEDED SURVEY CONTROL
 KZ2374
 KZ2374  ELLIP H (04/01/98)  202.69   (m)                       GP(       ) 4 1
 KZ2374  NAD 83(1986)-  40 08 20.95124(N)    083 02 18.13448(W) AD(       ) 1
 KZ2374
 KZ2374.Superseded values are not recommended for survey control.
 KZ2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2374.See file dsdata.txt to determine how the superseded data were derived.
 KZ2374
 KZ2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2635345193(NAD 83)
 KZ2374_MARKER: DE = TRAVERSE STATION DISK
 KZ2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2374_SP_SET: CONCRETE POST
 KZ2374_STAMPING: DELAWARE COUNTY ENGINEER 09-0097 1991
 KZ2374_MARK LOGO: DCE   
 KZ2374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2374+STABILITY: SURFACE MOTION
 KZ2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2374+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2374
 KZ2374  HISTORY     - Date     Condition        Report By
 KZ2374  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2374  HISTORY     - 20050212 GOOD             USPSQD
 KZ2374
 KZ2374                          STATION DESCRIPTION
 KZ2374
 KZ2374'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2374'STATION IS LOCATED ON THE EAST SIDE OF S.R 315, 0.10 MI (0.16 KM)
 KZ2374'NORTH OF DELAWARE-FRANKLIN COUNTY LINE, 6.2 FT (1.9 M) EAST OF EAST
 KZ2374'EDGE OF PAVEMENT OF SAID S.R. 315, 139.6 FT (42.6 M) SOUTHEAST OF
 KZ2374'POLE ON THE EAST SIDE OF SAID S.R. 315, AND 24.0 FT (7.3 M) NORTHWEST
 KZ2374'OF ANOTHER POLE ON THE EAST SIDE OF SAID S.R. 315.
 KZ2374'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2374'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO E. WILLIAM ST. TURN LEFT ON
 KZ2374'E. WILLIAM ST. FOR 0.16 MI (0.26 KM) TO U.S. HWY 23. TURN RIGHT ON
 KZ2374'U.S. HWY 23 FOR 3.13 MI (5.04 KM) TO S.R. 315. TURN RIGHT ON S.R. 315
 KZ2374'FOR 8.51 MI (13.70 KM) TO THE STATION.
 KZ2374
 KZ2374                          STATION RECOVERY (2005)
 KZ2374
 KZ2374'RECOVERY NOTE BY US POWER SQUADRON 2005
 KZ2374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2375 ***********************************************************************
 KZ2375  DESIGNATION -  09 0098
 KZ2375  PID         -  KZ2375
 KZ2375  STATE/COUNTY-  OH/DELAWARE
 KZ2375  USGS QUAD   -  POWELL (1988)
 KZ2375
 KZ2375                         *CURRENT SURVEY CONTROL
 KZ2375  ___________________________________________________________________
 KZ2375* NAD 83(1995)-  40 08 35.76022(N)    083 02 26.03546(W)     ADJUSTED  
 KZ2375* NAVD 88     -       236.8    (meters)     777.     (feet)  GPS OBS   
 KZ2375  ___________________________________________________________________
 KZ2375  X           -     591,610.695 (meters)                     COMP
 KZ2375  Y           -  -4,846,648.043 (meters)                     COMP
 KZ2375  Z           -   4,090,289.750 (meters)                     COMP
 KZ2375  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 KZ2375  ELLIP HEIGHT-         203.07  (meters)          (10/07/05) GPS OBS
 KZ2375  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KZ2375
 KZ2375  HORZ ORDER  -  FIRST
 KZ2375  ELLP ORDER  -  FOURTH    CLASS I
 KZ2375
 KZ2375.The horizontal coordinates were established by GPS observations
 KZ2375.and adjusted by the National Geodetic Survey in April 1998..
 KZ2375
 KZ2375.The orthometric height was determined by GPS observations and a
 KZ2375.high-resolution geoid model.
 KZ2375
 KZ2375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2375
 KZ2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2375
 KZ2375.The ellipsoidal height was determined by GPS observations
 KZ2375.and is referenced to NAD 83.
 KZ2375
 KZ2375.The geoid height was determined by GEOID03.
 KZ2375
 KZ2375;                    North         East     Units Scale Factor Converg.
 KZ2375;SPC OH N     -    53,068.729   553,932.804   MT  1.00006820   -0 21 18.4
 KZ2375;SPC OH S     -   238,078.690   553,934.839   MT  1.00002360   -0 20 34.8
 KZ2375;UTM  17      - 4,445,654.645   326,176.239   MT  0.99997196   -1 18 57.2
 KZ2375
 KZ2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2375!SPC OH N     -   0.99996814  x   1.00006820  =   1.00003634
 KZ2375!SPC OH S     -   0.99996814  x   1.00002360  =   0.99999174
 KZ2375!UTM  17      -   0.99996814  x   0.99997196  =   0.99994011
 KZ2375
 KZ2375:                Primary Azimuth Mark                     Grid Az
 KZ2375:SPC OH N     -  09 0097                                  158 04 50.0
 KZ2375:SPC OH S     -  09 0097                                  158 04 06.4
 KZ2375:UTM  17      -  09 0097                                  159 02 28.8
 KZ2375
 KZ2375|---------------------------------------------------------------------|
 KZ2375| PID    Reference Object                     Distance      Geod. Az  |
 KZ2375|                                                           dddmmss.s |
 KZ2375| KZ2374 09 0097                             493.850 METERS 1574331.6 |
 KZ2375|---------------------------------------------------------------------|
 KZ2375
 KZ2375                          SUPERSEDED SURVEY CONTROL
 KZ2375
 KZ2375  NAD 83(1986)-  40 08 35.76790(N)    083 02 26.04211(W) AD(       ) 1
 KZ2375
 KZ2375.Superseded values are not recommended for survey control.
 KZ2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2375.See file dsdata.txt to determine how the superseded data were derived.
 KZ2375
 KZ2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2617645655(NAD 83)
 KZ2375_MARKER: DE = TRAVERSE STATION DISK
 KZ2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2375_SP_SET: CONCRETE POST
 KZ2375_STAMPING: DELAWARE COUNTY ENGINEER 09-0098 1991
 KZ2375_MARK LOGO: DCE   
 KZ2375_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2375+STABILITY: SURFACE MOTION
 KZ2375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2375+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2375
 KZ2375  HISTORY     - Date     Condition        Report By
 KZ2375  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2375  HISTORY     - 20050212 GOOD             USPSQD
 KZ2375
 KZ2375                          STATION DESCRIPTION
 KZ2375
 KZ2375'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2375'STATION IS LOCATED ON THE SOUTHWEST SIDE OF S.R 315, 0.35 MI
 KZ2375'(0.56 KM) NORTH OF DELAWARE-FRANKLIN COUNTY LINE, 8.0 FT (2.4 M) WEST
 KZ2375'OF WEST EDGE OF PAVEMENT OF SAID S.R. 315, 60.8 FT (18.5 M) SOUTHEAST
 KZ2375'OF POLE ON THE WEST SIDE OF SAID S.R. 315, AND 25.7 FT (7.8 M)
 KZ2375'SOUTHEAST OF CENTER OF A CATCH BASIN ON THE SOUTHWEST SIDE OF SAID
 KZ2375'S.R. 315.
 KZ2375'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2375'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO E. WILLIAM ST. TURN LEFT ON
 KZ2375'E. WILLIAM ST. FOR 0.16 MI (0.26 KM) TO U.S. HWY 23. TURN RIGHT ON
 KZ2375'U.S. HWY 23 FOR 3.13 MI (5.04 KM) TO S.R. 315. TURN RIGHT ON S.R. 315
 KZ2375'FOR 8.26 MI (13.29 KM) TO THE STATION.
 KZ2375
 KZ2375                          STATION RECOVERY (2005)
 KZ2375
 KZ2375'RECOVERY NOTE BY US POWER SQUADRON 2005
 KZ2375'FOUND 4 INCHES UNDERGROUND.  THE MARKER IS 60 FT. SOUTH OF DSA-121
 KZ2375'UTILITY POLE, 12.6 INCHES EAST OF THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8951 ***********************************************************************
 AC8951  SACS        -  This is a Secondary Airport Control Station.
 AC8951  DESIGNATION -  0G6 A
 AC8951  PID         -  AC8951
 AC8951  STATE/COUNTY-  OH/WILLIAMS
 AC8951  USGS QUAD   -  BRYAN (1977)
 AC8951
 AC8951                         *CURRENT SURVEY CONTROL
 AC8951  ___________________________________________________________________
 AC8951* NAD 83(1995)-  41 27 54.85947(N)    084 30 52.28023(W)     ADJUSTED  
 AC8951* NAVD 88     -       222.13   (meters)     728.8    (feet)  GPS OBS   
 AC8951  ___________________________________________________________________
 AC8951  X           -     457,574.923 (meters)                     COMP
 AC8951  Y           -  -4,764,755.516 (meters)                     COMP
 AC8951  Z           -   4,201,404.517 (meters)                     COMP
 AC8951  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 AC8951  ELLIP HEIGHT-         188.06  (meters)          (10/07/05) GPS OBS
 AC8951  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 AC8951
 AC8951  HORZ ORDER  -  FIRST
 AC8951  ELLP ORDER  -  FIFTH     CLASS I
 AC8951
 AC8951.This mark is at Williams County Airport (0G6)
 AC8951
 AC8951.The horizontal coordinates were established by GPS observations
 AC8951.and adjusted by the National Geodetic Survey in May 1997..
 AC8951
 AC8951.The orthometric height was determined by GPS observations and a
 AC8951.high-resolution geoid model.
 AC8951
 AC8951.GPS derived orthometric heights for airport stations designated as
 AC8951.PACS or SACS are published to 2 decimal places.  This maintains
 AC8951.centimeter relative accuracy between the PACS and SACS.  It does
 AC8951.not indicate centimeter accuracy relative to other marks which are
 AC8951.part of the NAVD 88 network.
 AC8951
 AC8951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8951
 AC8951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8951
 AC8951.The ellipsoidal height was determined by GPS observations
 AC8951.and is referenced to NAD 83.
 AC8951
 AC8951.The geoid height was determined by GEOID03.
 AC8951
 AC8951;                    North         East     Units Scale Factor Converg.
 AC8951;SPC OH N     -   201,670.486   431,726.356   MT  0.99996317   -1 19 24.4
 AC8951;UTM  16      - 4,593,387.162   707,563.879   MT  1.00013022   +1 38 47.0
 AC8951
 AC8951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8951!SPC OH N     -   0.99997050  x   0.99996317  =   0.99993367
 AC8951!UTM  16      -   0.99997050  x   1.00013022  =   1.00010072
 AC8951
 AC8951                          SUPERSEDED SURVEY CONTROL
 AC8951
 AC8951  ELLIP H (05/30/97)  188.10   (m)                       GP(       ) 5 1
 AC8951
 AC8951.Superseded values are not recommended for survey control.
 AC8951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8951.See file dsdata.txt to determine how the superseded data were derived.
 AC8951
 AC8951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL0756493387(NAD 83)
 AC8951_MARKER: DD = SURVEY DISK
 AC8951_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC8951_STAMPING: 0G6 A 1995
 AC8951_MARK LOGO: NGS   
 AC8951_PROJECTION: RECESSED 5 CENTIMETERS
 AC8951_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8951+STABILITY: SURFACE MOTION
 AC8951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8951+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1996
 AC8951_ROD/PIPE-DEPTH: 1.0  meters
 AC8951
 AC8951  HISTORY     - Date     Condition        Report By
 AC8951  HISTORY     - 1995     MONUMENTED       NGS
 AC8951  HISTORY     - 19960126 GOOD             NGS
 AC8951
 AC8951                          STATION DESCRIPTION
 AC8951
 AC8951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 AC8951'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF BRYAN AT THE
 AC8951'WILLIAMS COUNTY AIRPORT, ALONG THE NORTHWEST SIDE OF THE RUNWAY AND IN
 AC8951'LINE WITH THE SOUTHWEST SIDE OF THE RUNWAY END PAINT BAR FOR RUNWAY
 AC8951'END 7.  OWNERSHIP--WILLIAMS COUNTY COMMISSIONERS, P.O.  BOX 488,
 AC8951'BRYAN, OH.  43506.  AIRPORT MANAGER IS RICHARD WHITLOCK.  PHONE
 AC8951'419-636-4955.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 127 AND
 AC8951'STATE HIGHWAYS 2 AND 34 ON THE EAST SIDE OF THE COURTHOUSE IN BRYAN,
 AC8951'GO EAST ON HIGHWAYS 2 AND 34 FOR 2.9 KM (1.80 MI) TO A PAVED
 AC8951'CROSSROAD.  TURN RIGHT, SOUTH, ON COUNTY ROAD 16 FOR 0.8 KM (0.50 MI)
 AC8951'TO A PAVED CROSSROAD.  TURN LEFT, EAST, ON COUNTY ROAD D FOR 0.48 KM
 AC8951'(0.30 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 AC8951'SOUTHERLY, ON THE ROAD FOR 0.48 KM (0.30 MI) ON THE ROAD, CROSSING THE
 AC8951'PARKING APRON (PASSING THE AIRPORT OFFICE) , AND ALONG A TAXIWAY TO
 AC8951'THE RUNWAY JUNCTION.  TURN RIGHT, SOUTHWEST, ALONG THE RUNWAY FOR 0.48
 AC8951'KM (0.30 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A SURVEY
 AC8951'DISK ATOP A 1 M (3.3 FT) LONG FENO ROD ENCASED IN A 12.7 CM PVC PIPE
 AC8951'WITH A LOGO CAP SURROUNDED BY CONCRETE SET 5 CM BELOW THE GROUND
 AC8951'SURFACE.  IT IS 31.3 M (102.7 FT) WEST-SOUTHWEST OF THE FRONT OF THE
 AC8951'FRONT VASI, 28.2 M (92.5 FT) NORTH-NORTHWEST OF THE RUNWAY CENTER,
 AC8951'12.4 M (40.7 FT) NORTH-NORTHEAST OF THE NORTHWEST THRESHOLD LIGHT, 9.5
 AC8951'M (31.2 FT) EAST OF THE WINDSOCK, 9.2 M (30.2 FT) EAST-SOUTHEAST OF
 AC8951'THE REIL, AND 0.3 M (1.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 AC8951'THIS STATION HAS BEEN SELECTED AS A SECONDARY AIRPORT CONTROL STATION
 AC8951'(SACS) FOR THIS AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1560 ***********************************************************************
 MB1560  DESIGNATION -  1
 MB1560  PID         -  MB1560
 MB1560  STATE/COUNTY-  OH/CUYAHOGA
 MB1560  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1560
 MB1560                         *CURRENT SURVEY CONTROL
 MB1560  ___________________________________________________________________
 MB1560* NAD 83(1986)-  41 31 47.     (N)    081 38 06.     (W)     SCALED    
 MB1560* NAVD 88     -       189.541  (meters)     621.85   (feet)  ADJUSTED  
 MB1560  ___________________________________________________________________
 MB1560  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB1560  DYNAMIC HT  -         189.467 (meters)     621.61  (feet)  COMP
 MB1560  MODELED GRAV-     980,226.4   (mgal)                       NAVD 88
 MB1560
 MB1560  VERT ORDER  -  FIRST     CLASS II
 MB1560
 MB1560.The horizontal coordinates were scaled from a topographic map and have
 MB1560.an estimated accuracy of +/- 6 seconds.
 MB1560
 MB1560.The orthometric height was determined by differential leveling
 MB1560.and adjusted by the National Geodetic Survey in June 1991..
 MB1560
 MB1560.The geoid height was determined by GEOID03.
 MB1560
 MB1560.The dynamic height is computed by dividing the NAVD 88
 MB1560.geopotential number by the normal gravity value computed on the
 MB1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1560.degrees latitude (g = 980.6199 gals.).
 MB1560
 MB1560.The modeled gravity was interpolated from observed gravity values.
 MB1560
 MB1560;                    North         East    Units  Estimated Accuracy
 MB1560;SPC OH N     -   207,250.      672,190.      MT  (+/- 180 meters Scaled)
 MB1560
 MB1560                          SUPERSEDED SURVEY CONTROL
 MB1560
 MB1560  NGVD 29 (06/03/92)  189.772  (m)          622.61   (f) ADJUSTED    1 2
 MB1560
 MB1560.Superseded values are not recommended for survey control.
 MB1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1560.See file dsdata.txt to determine how the superseded data were derived.
 MB1560
 MB1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF470977(NAD 83)
 MB1560_MARKER: DD = SURVEY DISK
 MB1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1560_SP_SET: CONCRETE POST
 MB1560_STAMPING: 1
 MB1560_MARK LOGO: CRGS  
 MB1560_PROJECTION: RECESSED 15 CENTIMETERS
 MB1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1560+STABILITY: SURFACE MOTION
 MB1560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1560+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1560
 MB1560  HISTORY     - Date     Condition        Report By
 MB1560  HISTORY     - UNK      MONUMENTED       CRGS
 MB1560  HISTORY     - 1981     GOOD             NGS
 MB1560  HISTORY     - 19891005 GOOD             NGS
 MB1560  HISTORY     - 20040920 GOOD             OHDT
 MB1560
 MB1560                          STATION DESCRIPTION
 MB1560
 MB1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1560'IN CLEVELAND.
 MB1560'THE MARK IS 0.12 M BELOW GROUND.
 MB1560'IN CLEVELAND, AT THE SOUTHEAST ANGLE OF THE JUNCTION OF ST. CLAIR
 MB1560'AVENUE AND EAST 77TH STREET, BETWEEN THE SIDEWALK AND THE AVENUE, 0.55
 MB1560'METER (1.8 FEET) SOUTHEAST OF THE SOUTHEAST CURB OF THE AVENUE, 2.22
 MB1560'METERS (7.3 FEET) WEST-NORTHWEST OF A STREET LAMP, 1.46 METERS (4.8
 MB1560'FEET) NORTHWEST OF A 30-INCH WATER METER COVER.  NOTE--ACCESS TO MARK
 MB1560'IS THROUGH A 6.5-INCH SQUARE IRON PLATE MARKED (M OR W).
 MB1560
 MB1560                          STATION RECOVERY (1989)
 MB1560
 MB1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1560'IN CLEVELAND, AT THE SOUTHEAST ANGLE OF THE JUNCTION OF ST. CLAIR
 MB1560'AVENUE AND EAST 77TH STREET, BETWEEN THE SIDEWALK AND THE AVENUE,
 MB1560'1.75 M (1.8 FEET) NORTH OF THE NORTH EDGE OF THE SIDEWALK, 0.55 M
 MB1560'(1.8 FT) SOUTHEAST OF THE SOUTHEAST CURB OF THE AVENUE, 2.22 METERS
 MB1560'(7.3 FEET) WEST-NORTHWEST OF A STREET LAMP, 1.35 M (4.4 FT) NORTHWEST
 MB1560'OF A 30-INCH WATER METER COVER.  A DISK SET IN TOP OF A CONCRETE POST
 MB1560'RECESSED 15 CM INSIDE A CAST IRON BOX WITH A 6.5 INCH SQUARE IRON
 MB1560'COVER MARKED WITH AN M.
 MB1560
 MB1560                          STATION RECOVERY (2004)
 MB1560
 MB1560'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0166 ***********************************************************************
 LA0166  DESIGNATION -  1
 LA0166  PID         -  LA0166
 LA0166  STATE/COUNTY-  OH/SHELBY
 LA0166  USGS QUAD   -  SIDNEY (1982)
 LA0166
 LA0166                         *CURRENT SURVEY CONTROL
 LA0166  ___________________________________________________________________
 LA0166* NAD 83(1986)-  40 17 07.     (N)    084 09 23.     (W)     SCALED    
 LA0166* NAVD 88     -       291.166  (meters)     955.27   (feet)  ADJUSTED  
 LA0166  ___________________________________________________________________
 LA0166  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 LA0166  DYNAMIC HT  -         291.023 (meters)     954.80  (feet)  COMP
 LA0166  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 LA0166
 LA0166  VERT ORDER  -  FIRST     CLASS II
 LA0166
 LA0166.The horizontal coordinates were scaled from a topographic map and have
 LA0166.an estimated accuracy of +/- 6 seconds.
 LA0166
 LA0166.The orthometric height was determined by differential leveling
 LA0166.and adjusted by the National Geodetic Survey in January 1994..
 LA0166.WARNING-Repeat measurements at this control monument indicate possible
 LA0166.vertical movement.
 LA0166
 LA0166.The geoid height was determined by GEOID03.
 LA0166
 LA0166.The dynamic height is computed by dividing the NAVD 88
 LA0166.geopotential number by the normal gravity value computed on the
 LA0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0166.degrees latitude (g = 980.6199 gals.).
 LA0166
 LA0166.The modeled gravity was interpolated from observed gravity values.
 LA0166
 LA0166;                    North         East    Units  Estimated Accuracy
 LA0166;SPC OH N     -    70,030.      459,150.      MT  (+/- 180 meters Scaled)
 LA0166
 LA0166                          SUPERSEDED SURVEY CONTROL
 LA0166
 LA0166  NAVD 88 (06/15/91)  291.173  (m)          955.29   (f) UNKNOWN     1 2
 LA0166  NGVD 29 (??/??/92)  291.358  (m)          955.90   (f) ADJ UNCH    1 2
 LA0166
 LA0166.Superseded values are not recommended for survey control.
 LA0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0166.See file dsdata.txt to determine how the superseded data were derived.
 LA0166
 LA0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK417633(NAD 83)
 LA0166_MARKER: DD = SURVEY DISK
 LA0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0166_SP_SET: CONCRETE POST
 LA0166_STAMPING: 1 1935
 LA0166_MARK LOGO: CGS+SS
 LA0166_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0166+STABILITY: SURFACE MOTION
 LA0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0166+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 LA0166
 LA0166  HISTORY     - Date     Condition        Report By
 LA0166  HISTORY     - 1935     MONUMENTED       OHGS
 LA0166  HISTORY     - 1954     GOOD             NGS
 LA0166  HISTORY     - 1979     GOOD             LOCENG
 LA0166  HISTORY     - 19930629 GOOD             NGS
 LA0166
 LA0166                          STATION DESCRIPTION
 LA0166
 LA0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0166'AT SIDNEY.
 LA0166'AT SIDNEY, AT THE INTERSECTION OF SOUTH OHIO AVENUE AND POPLAR
 LA0166'STREET, AT THE COURT HOUSE, 75 FEET SOUTH OF SOUTH CURB OF POPLAR
 LA0166'STREET, 7.2 FEET EAST OF EAST CURB OF SOUTH OHIO AVENUE, 142 1/2
 LA0166'FEET WEST-NORTHWEST OF NORTHWEST CORNER OF COURT HOUSE, 3 1/2
 LA0166'FEET WEST OF WEST EDGE OF SIDE WALK ALONG OHIO AVENUE, ABOUT
 LA0166'LEVEL WITH OHIO AVENUE AND SET IN THE TOP OF A CONCRETE POST
 LA0166'PROJECTING 4 INCHES.
 LA0166
 LA0166                          STATION RECOVERY (1979)
 LA0166
 LA0166'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 LA0166'RECOVERED IN GOOD CONDITION.
 LA0166
 LA0166                          STATION RECOVERY (1993)
 LA0166
 LA0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0166'IN SIDNEY, AT THE INTERSECTION OF POPULAR STREET AND OHIO AVENUE,
 LA0166'35.9 M (117.8 FT) NORTH OF THE CENTER OF A SIDEWALK LEADING TO THE
 LA0166'WEST ENTRANCE TO THE COUNTY COURTHOUSE, 32.5 M (106.6 FT) SOUTH OF
 LA0166'THE STREET CENTERLINE, 11.7 M (38.4 FT) EAST OF THE AVENUE
 LA0166'CENTERLINE, 1.1 M (3.6 FT) NORTH OF THE WEST EDGE OF A SIDEWALK, AND
 LA0166'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0495 ***********************************************************************
 LA0495  DESIGNATION -  1
 LA0495  PID         -  LA0495
 LA0495  STATE/COUNTY-  OH/VAN WERT
 LA0495  USGS QUAD   -  SIDNEY (1982)
 LA0495
 LA0495                         *CURRENT SURVEY CONTROL
 LA0495  ___________________________________________________________________
 LA0495* NAD 83(1986)-  40 17 07.     (N)    084 09 23.     (W)     SCALED    
 LA0495* NAVD 88     -       229.50   (+/-2cm)     753.0    (feet)  VERTCON   
 LA0495  ___________________________________________________________________
 LA0495  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 LA0495
 LA0495  VERT ORDER  -  ? (See Below)
 LA0495
 LA0495.The horizontal coordinates were scaled from a topographic map and have
 LA0495.an estimated accuracy of +/- 6 seconds.
 LA0495
 LA0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA0495.The vertical order pertains to the NGVD 29 superseded value.
 LA0495
 LA0495.The geoid height was determined by GEOID03.
 LA0495
 LA0495;                    North         East    Units  Estimated Accuracy
 LA0495;SPC OH N     -    70,030.      459,150.      MT  (+/- 180 meters Scaled)
 LA0495
 LA0495                          SUPERSEDED SURVEY CONTROL
 LA0495
 LA0495  NGVD 29 (??/??/92)  229.688  (m)          753.57   (f) ADJ UNCH    ?  
 LA0495
 LA0495.Superseded values are not recommended for survey control.
 LA0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0495.See file dsdata.txt to determine how the superseded data were derived.
 LA0495
 LA0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK417633(NAD 83)
 LA0495_MARKER: B = BOLT
 LA0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0495_SP_SET: BRIDGE
 LA0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0495
 LA0495  HISTORY     - Date     Condition        Report By
 LA0495  HISTORY     - UNK      MONUMENTED       CNWRR
 LA0495  HISTORY     - 1947     GOOD             NGS
 LA0495
 LA0495                          STATION DESCRIPTION
 LA0495
 LA0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0495'AT CAVETT.
 LA0495'AT CAVETT, VAN WERT COUNTY, ON THE CINCINNATI NORTHERN RAILROAD,
 LA0495'16 RAILS NORTH OF THE STATION, BETWEEN TELEPHONE POLES 97/33 AND
 LA0495'97/34, AT A BRIDGE IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 LA0495'WING WALL, 1 FOOT SOUTH OF THE NORTH EDGE, 10.3 FEET EAST OF THE
 LA0495'EAST RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1253 ***********************************************************************
 MB1253  DESIGNATION -  1
 MB1253  PID         -  MB1253
 MB1253  STATE/COUNTY-  OH/CUYAHOGA
 MB1253  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1253
 MB1253                         *CURRENT SURVEY CONTROL
 MB1253  ___________________________________________________________________
 MB1253* NAD 83(1986)-  41 28 39.     (N)    081 40 09.     (W)     SCALED    
 MB1253* NAVD 88     -       179.083  (meters)     587.54   (feet)  ADJUSTED  
 MB1253  ___________________________________________________________________
 MB1253  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 MB1253  DYNAMIC HT  -         179.011 (meters)     587.31  (feet)  COMP
 MB1253  MODELED GRAV-     980,221.7   (mgal)                       NAVD 88
 MB1253
 MB1253  VERT ORDER  -  FIRST     CLASS II
 MB1253
 MB1253.The horizontal coordinates were scaled from a topographic map and have
 MB1253.an estimated accuracy of +/- 6 seconds.
 MB1253
 MB1253.The orthometric height was determined by differential leveling
 MB1253.and adjusted by the National Geodetic Survey in June 1991..
 MB1253
 MB1253.The geoid height was determined by GEOID03.
 MB1253
 MB1253.The dynamic height is computed by dividing the NAVD 88
 MB1253.geopotential number by the normal gravity value computed on the
 MB1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1253.degrees latitude (g = 980.6199 gals.).
 MB1253
 MB1253.The modeled gravity was interpolated from observed gravity values.
 MB1253
 MB1253;                    North         East    Units  Estimated Accuracy
 MB1253;SPC OH N     -   201,420.      669,390.      MT  (+/- 180 meters Scaled)
 MB1253
 MB1253                          SUPERSEDED SURVEY CONTROL
 MB1253
 MB1253  NGVD 29 (??/??/92)  179.292  (m)          588.23   (f) ADJ UNCH    1 2
 MB1253
 MB1253.Superseded values are not recommended for survey control.
 MB1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1253.See file dsdata.txt to determine how the superseded data were derived.
 MB1253
 MB1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF441919(NAD 83)
 MB1253_MARKER: X = CHISELED CROSS
 MB1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1253_SP_SET: WALL
 MB1253_STAMPING: USBM
 MB1253_MARK LOGO: USE   
 MB1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1253
 MB1253  HISTORY     - Date     Condition        Report By
 MB1253  HISTORY     - UNK      MONUMENTED       DOD
 MB1253  HISTORY     - 1938     GOOD             NGS
 MB1253  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1253
 MB1253                          STATION DESCRIPTION
 MB1253
 MB1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MB1253'AT CLEVELAND.
 MB1253'AT CLEVELAND, CUYAHOGA COUNTY, ABOUT 0.35 MILE SOUTH ALONG
 MB1253'INDEPENDENCE ROAD FROM ITS JUNCTION WITH BROADWAY, 210 FEET
 MB1253'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 150 FEET EAST OF THE
 MB1253'EAST FACE OF THE GRASSELLI CHEMICAL CO. POWER PLANT, AT A LOCK
 MB1253'ON THE ABANDONED OHIO CANAL, ON THE TOP OF THE SOUTH EDGE OF THE
 MB1253'SOUTH WALL, AND 6 FEET FROM THE EAST END.  A CHISELED CROSS,
 MB1253'SURROUNDED BY THE LETTERS U S B M.
 MB1253
 MB1253                          STATION RECOVERY (1983)
 MB1253
 MB1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1253'NOT RECOVERED, THIS AREA IS NOW OWNED BY THE DUPONT CHEMICAL COMPANY
 MB1253'AND THE DESCRIPTION IS INADEQUATE TO RECOVER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1641 ***********************************************************************
 KY1641  DESIGNATION -  1
 KY1641  PID         -  KY1641
 KY1641  STATE/COUNTY-  OH/SUMMIT
 KY1641  USGS QUAD   -  DOYLESTOWN (1994)
 KY1641
 KY1641                         *CURRENT SURVEY CONTROL
 KY1641  ___________________________________________________________________
 KY1641* NAD 83(1986)-  40 54 56.     (N)    081 38 26.     (W)     SCALED    
 KY1641* NAVD 88     -       290.014  (meters)     951.49   (feet)  ADJUSTED  
 KY1641  ___________________________________________________________________
 KY1641  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KY1641  DYNAMIC HT  -         289.886 (meters)     951.07  (feet)  COMP
 KY1641  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 KY1641
 KY1641  VERT ORDER  -  FIRST     CLASS II
 KY1641
 KY1641.The horizontal coordinates were scaled from a topographic map and have
 KY1641.an estimated accuracy of +/- 6 seconds.
 KY1641
 KY1641.The orthometric height was determined by differential leveling
 KY1641.and adjusted by the National Geodetic Survey in June 1991..
 KY1641
 KY1641.The geoid height was determined by GEOID03.
 KY1641
 KY1641.The dynamic height is computed by dividing the NAVD 88
 KY1641.geopotential number by the normal gravity value computed on the
 KY1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1641.degrees latitude (g = 980.6199 gals.).
 KY1641
 KY1641.The modeled gravity was interpolated from observed gravity values.
 KY1641
 KY1641;                    North         East    Units  Estimated Accuracy
 KY1641;SPC OH N     -   139,040.      672,400.      MT  (+/- 180 meters Scaled)
 KY1641
 KY1641                          SUPERSEDED SURVEY CONTROL
 KY1641
 KY1641  NGVD 29 (??/??/92)  290.246  (m)          952.25   (f) ADJ UNCH    1 2
 KY1641
 KY1641.Superseded values are not recommended for survey control.
 KY1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1641.See file dsdata.txt to determine how the superseded data were derived.
 KY1641
 KY1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF460295(NAD 83)
 KY1641_MARKER: Q = CHISELED SQUARE
 KY1641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1641_SP_SET: ABUTMENT
 KY1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1641
 KY1641  HISTORY     - Date     Condition        Report By
 KY1641  HISTORY     - UNK      MONUMENTED       BORR
 KY1641  HISTORY     - 1954     GOOD             NGS
 KY1641  HISTORY     - 1967     GOOD             BORR
 KY1641  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 KY1641
 KY1641                          STATION DESCRIPTION
 KY1641
 KY1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1641'0.6 MI SE FROM WARWICK.
 KY1641'0.55 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1641'FROM THE CONTROL TOWER AT WARWICK, ABOUT 0.2 MILE SOUTH OF A
 KY1641'BLACK TOP ROAD CROSSING ABOUT 0.2 MILE SOUTH OF MILE POST 108,
 KY1641'IN THE SOUTH STONE ABUTMENT OF RAILROAD BRIDGE NO. 50 OVER
 KY1641'CHIPPEWA CREEK, 4 FEET EAST OF EAST RAIL OF WEST TRACK, 4 1/2
 KY1641'FEET WEST OF WEST RAIL OF EAST TRACK, 0.2 FOOT SOUTH OF SOUTH
 KY1641'END OF A BOARD WALK BETWEEN THE TRACKS AND ABOUT 1 1/2 FEET
 KY1641'BELOW LEVEL OF TRACKS.
 KY1641
 KY1641                          STATION RECOVERY (1967)
 KY1641
 KY1641'RECOVERY NOTE BY BALTIMORE AND OHIO RAILROAD 1967
 KY1641'RECOVERED IN GOOD CONDITION.
 KY1641
 KY1641                          STATION RECOVERY (1999)
 KY1641
 KY1641'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY1641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0087 ***********************************************************************
 JY0087  DESIGNATION -  1
 JY0087  PID         -  JY0087
 JY0087  STATE/COUNTY-  OH/MUSKINGUM
 JY0087  USGS QUAD   -  ZANESVILLE WEST (1992)
 JY0087
 JY0087                         *CURRENT SURVEY CONTROL
 JY0087  ___________________________________________________________________
 JY0087* NAD 83(1986)-  39 56 02.     (N)    082 00 12.     (W)     SCALED    
 JY0087* NAVD 88     -       212.870  (meters)     698.39   (feet)  ADJUSTED  
 JY0087  ___________________________________________________________________
 JY0087  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JY0087  DYNAMIC HT  -         212.755 (meters)     698.01  (feet)  COMP
 JY0087  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 JY0087
 JY0087  VERT ORDER  -  FIRST     CLASS II
 JY0087
 JY0087.The horizontal coordinates were scaled from a topographic map and have
 JY0087.an estimated accuracy of +/- 6 seconds.
 JY0087
 JY0087.The orthometric height was determined by differential leveling
 JY0087.and adjusted by the National Geodetic Survey in June 1991..
 JY0087
 JY0087.The geoid height was determined by GEOID03.
 JY0087
 JY0087.The dynamic height is computed by dividing the NAVD 88
 JY0087.geopotential number by the normal gravity value computed on the
 JY0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0087.degrees latitude (g = 980.6199 gals.).
 JY0087
 JY0087.The modeled gravity was interpolated from observed gravity values.
 JY0087
 JY0087;                    North         East    Units  Estimated Accuracy
 JY0087;SPC OH S     -   214,810.      642,450.      MT  (+/- 180 meters Scaled)
 JY0087
 JY0087                          SUPERSEDED SURVEY CONTROL
 JY0087
 JY0087  NGVD 29 (??/??/92)  213.093  (m)          699.12   (f) ADJ UNCH    1 2
 JY0087
 JY0087.Superseded values are not recommended for survey control.
 JY0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0087.See file dsdata.txt to determine how the superseded data were derived.
 JY0087
 JY0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME142209(NAD 83)
 JY0087_MARKER: Q = CHISELED SQUARE
 JY0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0087_SP_SET: SANDSTONE LOCK
 JY0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0087
 JY0087  HISTORY     - Date     Condition        Report By
 JY0087  HISTORY     - UNK      MONUMENTED       DOD
 JY0087  HISTORY     - 1954     GOOD             NGS
 JY0087
 JY0087                          STATION DESCRIPTION
 JY0087
 JY0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0087'AT ZANESVILLE.
 JY0087'AT ZANESVILLE, ABOUT 0.2 MILE SOUTHEAST ALONG THE LEFT BANK OF
 JY0087'MUSKINGUM RIVER FROM SIXTH STREET BRIDGE OVER RIVER, AT U.S.E.
 JY0087'LOCK NO. 10 ON MUSKINGUM RIVER, ON THE TOP OF THE WEST WALL OF
 JY0087'LOCK, 20 FEET SOUTH-SOUTHWEST OF THE HINGE OF CENTER GATE OF LOCK,
 JY0087'THE BOTTOM OF A 2 1/2-INCH SHALLOW CUT IN TOP OF SANDSTONE LOCK
 JY0087'EXPOSED BY A HOLE CUT IN THIN LAYER OF CONCRETE AND SURROUNDED BY
 JY0087'THE LETTERS U S B M, 1 FOOT NORTH OF SOUTH EDGE OF WALL, 1 FOOT
 JY0087'EAST OF WEST EDGE OF WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0699 ***********************************************************************
 JY0699  DESIGNATION -  1
 JY0699  PID         -  JY0699
 JY0699  STATE/COUNTY-  OH/FRANKLIN
 JY0699  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0699
 JY0699                         *CURRENT SURVEY CONTROL
 JY0699  ___________________________________________________________________
 JY0699* NAD 83(1986)-  39 57 16.     (N)    082 59 56.     (W)     SCALED    
 JY0699* NAVD 88     -       235.026  (meters)     771.08   (feet)  ADJUSTED  
 JY0699  ___________________________________________________________________
 JY0699  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JY0699  DYNAMIC HT  -         234.896 (meters)     770.65  (feet)  COMP
 JY0699  MODELED GRAV-     980,066.5   (mgal)                       NAVD 88
 JY0699
 JY0699  VERT ORDER  -  SECOND    CLASS 0
 JY0699
 JY0699.The horizontal coordinates were scaled from a topographic map and have
 JY0699.an estimated accuracy of +/- 6 seconds.
 JY0699
 JY0699.The orthometric height was determined by differential leveling
 JY0699.and adjusted by the National Geodetic Survey in June 1991..
 JY0699
 JY0699.The geoid height was determined by GEOID03.
 JY0699
 JY0699.The dynamic height is computed by dividing the NAVD 88
 JY0699.geopotential number by the normal gravity value computed on the
 JY0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0699.degrees latitude (g = 980.6199 gals.).
 JY0699
 JY0699.The modeled gravity was interpolated from observed gravity values.
 JY0699
 JY0699;                    North         East    Units  Estimated Accuracy
 JY0699;SPC OH S     -   217,090.      557,370.      MT  (+/- 180 meters Scaled)
 JY0699
 JY0699                          SUPERSEDED SURVEY CONTROL
 JY0699
 JY0699  NGVD 29 (??/??/92)  235.14   (m)          771.5    (f) COMPUTED    2 0
 JY0699
 JY0699.Superseded values are not recommended for survey control.
 JY0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0699.See file dsdata.txt to determine how the superseded data were derived.
 JY0699
 JY0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE292246(NAD 83)
 JY0699_MARKER: Q = CHISELED SQUARE
 JY0699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0699_SP_SET: CURB
 JY0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0699
 JY0699  HISTORY     - Date     Condition        Report By
 JY0699  HISTORY     - UNK      MONUMENTED       CGS
 JY0699  HISTORY     - 1954     POOR             NGS
 JY0699  HISTORY     - 1967     POOR             NGS
 JY0699
 JY0699                          STATION DESCRIPTION
 JY0699
 JY0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0699'AT COLUMBUS.
 JY0699'AT COLUMBUS, IN THE SOUTHWEST ANGLE OF INTERSECTION OF SOUTH HIGH
 JY0699'AND WEST MOUND STREETS, IN THE TOP OF GRANITE CURB OF SOUTH HIGH
 JY0699'STREET AND 10 FEET SOUTH OF THE SOUTH CURB LINE OF WEST MOUND
 JY0699'STREET.
 JY0699
 JY0699                          STATION RECOVERY (1967)
 JY0699
 JY0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0699'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1670 ***********************************************************************
 KY1670  DESIGNATION -  1
 KY1670  PID         -  KY1670
 KY1670  STATE/COUNTY-  OH/STARK
 KY1670  USGS QUAD   -  MASSILLON (1994)
 KY1670
 KY1670                         *CURRENT SURVEY CONTROL
 KY1670  ___________________________________________________________________
 KY1670* NAD 83(1986)-  40 47 46.     (N)    081 31 14.     (W)     SCALED    
 KY1670* NAVD 88     -       289.432  (meters)     949.58   (feet)  POSTED    
 KY1670  ___________________________________________________________________
 KY1670  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1670  DYNAMIC HT  -         289.300 (meters)     949.15  (feet)  COMP
 KY1670  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 KY1670
 KY1670  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KY1670
 KY1670.The horizontal coordinates were scaled from a topographic map and have
 KY1670.an estimated accuracy of +/- 6 seconds.
 KY1670
 KY1670.The orthometric height was determined by differential leveling
 KY1670.and adjusted by the National Geodetic Survey in 1992..
 KY1670.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KY1670.rate greater than 8.0 mm/km.
 KY1670
 KY1670.The geoid height was determined by GEOID03.
 KY1670
 KY1670.The dynamic height is computed by dividing the NAVD 88
 KY1670.geopotential number by the normal gravity value computed on the
 KY1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1670.degrees latitude (g = 980.6199 gals.).
 KY1670
 KY1670.The modeled gravity was interpolated from observed gravity values.
 KY1670
 KY1670;                    North         East    Units  Estimated Accuracy
 KY1670;SPC OH N     -   125,880.      682,650.      MT  (+/- 180 meters Scaled)
 KY1670
 KY1670                          SUPERSEDED SURVEY CONTROL
 KY1670
 KY1670  NGVD 29 (??/??/92)  289.655  (m)          950.31   (f) ADJ UNCH    1 2
 KY1670
 KY1670.Superseded values are not recommended for survey control.
 KY1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1670.See file dsdata.txt to determine how the superseded data were derived.
 KY1670
 KY1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF560162(NAD 83)
 KY1670_MARKER: X = CHISELED CROSS
 KY1670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1670_SP_SET: CANNON BASE
 KY1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1670
 KY1670  HISTORY     - Date     Condition        Report By
 KY1670  HISTORY     - 1959     MONUMENTED       OH4820
 KY1670  HISTORY     - 1954     MARK NOT FOUND   NGS
 KY1670  HISTORY     - 1959     MARK NOT FOUND   NGS
 KY1670  HISTORY     - 19930413 MARK NOT FOUND   OHDT
 KY1670
 KY1670                          STATION DESCRIPTION
 KY1670
 KY1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1670'AT MASSILLON.
 KY1670'AT MASSILLON, AT THE INTERSECTION OF LINCOLN WAY AND FIRST
 KY1670'STREET SOUTHEAST, AT THE CITY HALL PARK, A FAINT CHISELED
 KY1670'CROSS (NO LONGER VISIBLE) ON THE TOP OF THE SOUTHEAST CORNER OF
 KY1670'THE GRANITE BASE OF A MEMORIAL CANNON, 44.9 FEET WEST OF WEST
 KY1670'FACE OF BUILDING NO. 32 FIRST STREET SOUTHEAST.  NOTE-- A MEMORIAL
 KY1670'CANNON WITH GRANITE BASE WAS FOUND BUT NO CROSS COULD BE IDENTIFIED.
 KY1670
 KY1670                          STATION RECOVERY (1959)
 KY1670
 KY1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KY1670'MARK NOT FOUND.
 KY1670
 KY1670                          STATION RECOVERY (1993)
 KY1670
 KY1670'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY1670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2906 ***********************************************************************
 KY2906  DESIGNATION -  1
 KY2906  PID         -  KY2906
 KY2906  STATE/COUNTY-  OH/SUMMIT
 KY2906  USGS QUAD   -  NORTH CANTON (1994)
 KY2906
 KY2906                         *CURRENT SURVEY CONTROL
 KY2906  ___________________________________________________________________
 KY2906* NAD 83(1986)-  40 59 41.     (N)    081 27 43.     (W)     SCALED    
 KY2906* NAVD 88     -       319.491  (meters)    1048.20   (feet)  ADJUSTED  
 KY2906  ___________________________________________________________________
 KY2906  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KY2906  DYNAMIC HT  -         319.347 (meters)    1047.72  (feet)  COMP
 KY2906  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 KY2906
 KY2906  VERT ORDER  -  FIRST     CLASS II
 KY2906
 KY2906.The horizontal coordinates were scaled from a topographic map and have
 KY2906.an estimated accuracy of +/- 6 seconds.
 KY2906
 KY2906.The orthometric height was determined by differential leveling
 KY2906.and adjusted by the National Geodetic Survey in June 1991..
 KY2906
 KY2906.The geoid height was determined by GEOID03.
 KY2906
 KY2906.The dynamic height is computed by dividing the NAVD 88
 KY2906.geopotential number by the normal gravity value computed on the
 KY2906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2906.degrees latitude (g = 980.6199 gals.).
 KY2906
 KY2906.The modeled gravity was interpolated from observed gravity values.
 KY2906
 KY2906;                    North         East    Units  Estimated Accuracy
 KY2906;SPC OH N     -   148,000.      687,340.      MT  (+/- 180 meters Scaled)
 KY2906
 KY2906                          SUPERSEDED SURVEY CONTROL
 KY2906
 KY2906  NGVD 29 (06/03/92)  319.683  (m)         1048.83   (f) ADJUSTED    1 2
 KY2906
 KY2906.Superseded values are not recommended for survey control.
 KY2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2906.See file dsdata.txt to determine how the superseded data were derived.
 KY2906
 KY2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF611382(NAD 83)
 KY2906_MARKER: DD = SURVEY DISK
 KY2906_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY2906_SP_SET: BRIDGE ABUTMENT
 KY2906_STAMPING: 1
 KY2906_MARK LOGO: OH-153
 KY2906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2906
 KY2906  HISTORY     - Date     Condition        Report By
 KY2906  HISTORY     - UNK      MONUMENTED       OH-153
 KY2906  HISTORY     - 1983     GOOD             NGS
 KY2906
 KY2906                          STATION DESCRIPTION
 KY2906
 KY2906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2906'7.2 KM (4.45 MI) NORTH FROM GREENSBURG.
 KY2906'7.2 KM (4.45 MI) NORTH ALONG STATE HIGHWAY 241 FROM THE POST OFFICE IN
 KY2906'GREENSBURG TO THE MARK ON THE RIGHT, IN TOP OF THE EAST END OF THE
 KY2906'NORTH ABUTMENT OF THE HIGHWAY BRIDGE OVER TUSCARAWAS RIVER, ALSO
 KY2906'3.8 KM (2.35 MI) SOUTH ALONG STATE HIGHWAY 241 FROM THE JUNCTION OF
 KY2906'U.S. HIGHWAY 224 IN KRUMROY, 7.80 METERS (25.6 FT) EAST OF THE
 KY2906'CENTERLINE OF THE HIGHWAY.  NOTE--THIS IS A SUMMIT COUNTY BENCH MARK.
 KY2906'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2430 ***********************************************************************
 AB2430  DESIGNATION -  1
 AB2430  PID         -  AB2430
 AB2430  STATE/COUNTY-  OH/ATHENS
 AB2430  USGS QUAD   -  VALES MILLS (1992)
 AB2430
 AB2430                         *CURRENT SURVEY CONTROL
 AB2430  ___________________________________________________________________
 AB2430* NAD 83(1995)-  39 12 28.81886(N)    082 15 22.06090(W)     ADJUSTED  
 AB2430* NAVD 88     -       231.8    (meters)     760.     (feet)  GPS OBS   
 AB2430  ___________________________________________________________________
 AB2430  X           -     666,841.399 (meters)                     COMP
 AB2430  Y           -  -4,903,783.068 (meters)                     COMP
 AB2430  Z           -   4,010,361.631 (meters)                     COMP
 AB2430  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AB2430  ELLIP HEIGHT-         197.75  (meters)          (10/07/05) GPS OBS
 AB2430  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AB2430
 AB2430  HORZ ORDER  -  FIRST
 AB2430  ELLP ORDER  -  FOURTH    CLASS I
 AB2430
 AB2430.The horizontal coordinates were established by GPS observations
 AB2430.and adjusted by the National Geodetic Survey in April 1998..
 AB2430
 AB2430.The orthometric height was determined by GPS observations and a
 AB2430.high-resolution geoid model.
 AB2430
 AB2430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2430
 AB2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2430
 AB2430.The ellipsoidal height was determined by GPS observations
 AB2430.and is referenced to NAD 83.
 AB2430
 AB2430.The geoid height was determined by GEOID03.
 AB2430
 AB2430;                    North         East     Units Scale Factor Converg.
 AB2430;SPC OH S     -   134,132.816   621,062.482   MT  0.99994062   +0 09 17.1
 AB2430;UTM  17      - 4,340,611.136   391,547.094   MT  0.99974482   -0 47 38.8
 AB2430
 AB2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2430!SPC OH S     -   0.99996898  x   0.99994062  =   0.99990960
 AB2430!UTM  17      -   0.99996898  x   0.99974482  =   0.99971380
 AB2430
 AB2430                          SUPERSEDED SURVEY CONTROL
 AB2430
 AB2430  ELLIP H (04/01/98)  197.76   (m)                       GP(       ) 4 1
 AB2430  NAD 83(1986)-  39 12 28.82156(N)    082 15 22.06344(W) AD(       ) 1
 AB2430
 AB2430.Superseded values are not recommended for survey control.
 AB2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2430.See file dsdata.txt to determine how the superseded data were derived.
 AB2430
 AB2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9154740611(NAD 83)
 AB2430_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2430_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2430_STAMPING: 1 1995
 AB2430_MARK LOGO: ATHCE 
 AB2430_PROJECTION: FLUSH
 AB2430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2430+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2430_ROD/PIPE-DEPTH: 1    meters
 AB2430
 AB2430  HISTORY     - Date     Condition        Report By
 AB2430  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2430
 AB2430                          STATION DESCRIPTION
 AB2430
 AB2430'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2430'IN ATHENS COUNTY, OHIO, LEE TOWNSHIP, THE STATION IS SET IN THE N. R/W
 AB2430'OF T-1, ABOUT 0.8 MI.W.  OF S.R.  143.  SET ABOUT 16 FT.N.  OF A PK
 AB2430'SET IN THE ROAD CENTERLINE AND 17 FT.E.  OF A REBAR W/ GEOONE PLASTIC
 AB2430'CAP, SET IN THE N.  R/W.  STATION IS NEXT TO A FIELD AND BETWEEN A
 AB2430'BARN AND A HOUSE TRAILER ON OPPOSITE SIDE OF ROAD.  STATION IS FLUSH
 AB2430'WITH THE GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE ATHENS CO.
 AB2430'ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6877 ***********************************************************************
 AC6877  DESIGNATION -  1
 AC6877  PID         -  AC6877
 AC6877  STATE/COUNTY-  OH/BELMONT
 AC6877  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6877
 AC6877                         *CURRENT SURVEY CONTROL
 AC6877  ___________________________________________________________________
 AC6877* NAD 83(1995)-  40 05 33.54738(N)    080 54 23.88250(W)     ADJUSTED  
 AC6877* NAVD 88     -       332.3    (meters)    1090.     (feet)  GPS OBS   
 AC6877  ___________________________________________________________________
 AC6877  X           -     772,251.770 (meters)                     COMP
 AC6877  Y           -  -4,824,906.112 (meters)                     COMP
 AC6877  Z           -   4,086,053.269 (meters)                     COMP
 AC6877  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AC6877  ELLIP HEIGHT-         298.49  (meters)          (10/07/05) GPS OBS
 AC6877  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AC6877
 AC6877  HORZ ORDER  -  FIRST
 AC6877  ELLP ORDER  -  FOURTH    CLASS II
 AC6877
 AC6877.The horizontal coordinates were established by GPS observations
 AC6877.and adjusted by the National Geodetic Survey in October 2005..
 AC6877
 AC6877.The orthometric height was determined by GPS observations and a
 AC6877.high-resolution geoid model.
 AC6877
 AC6877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6877
 AC6877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6877
 AC6877.The ellipsoidal height was determined by GPS observations
 AC6877.and is referenced to NAD 83.
 AC6877
 AC6877.The geoid height was determined by GEOID03.
 AC6877
 AC6877;                    North         East     Units Scale Factor Converg.
 AC6877;SPC OH S     -   233,519.435   735,874.207   MT  1.00001228   +1 00 39.7
 AC6877;UTM  17      - 4,438,044.949   507,958.910   MT  0.99960078   +0 03 36.5
 AC6877
 AC6877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6877!SPC OH S     -   0.99995318  x   1.00001228  =   0.99996546
 AC6877!UTM  17      -   0.99995318  x   0.99960078  =   0.99955397
 AC6877
 AC6877                          SUPERSEDED SURVEY CONTROL
 AC6877
 AC6877  NAD 83(1995)-  40 05 33.53943(N)    080 54 23.88350(W) AD(       ) 1
 AC6877  NAD 83(1986)-  40 05 33.55186(N)    080 54 23.89005(W) AD(       ) 1
 AC6877
 AC6877.Superseded values are not recommended for survey control.
 AC6877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6877.See file dsdata.txt to determine how the superseded data were derived.
 AC6877
 AC6877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0795938045(NAD 83)
 AC6877_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6877_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6877_STAMPING: 1 1996
 AC6877_MARK LOGO: OH7200
 AC6877_PROJECTION: FLUSH
 AC6877_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6877+STABILITY: SURFACE MOTION
 AC6877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6877+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6877_ROD/PIPE-DEPTH: 1    meters
 AC6877
 AC6877  HISTORY     - Date     Condition        Report By
 AC6877  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6877
 AC6877                          STATION DESCRIPTION
 AC6877
 AC6877'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6877'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6877'STATION IS SET ON THE EAST R/W OF THE GRAVEL ROAD TO THE JR.  SPORTS
 AC6877'BALLFIELDS, NORTH OF A LITTLE POND, CLOSE TO THE BASEBALL FIELDS ON
 AC6877'OPPOSITE SIDE OF THE ROAD.  NORTH OF ST.  CLAIRSVILLE ALONG THE SR.9
 AC6877'BEFORE REACHING THE TOWN OF PROVIDENT TURN RIGHT ON N.MARKET EXIT ONTO
 AC6877'CITY DUMP ROAD.  TURN LEFT ON FIRST GRAVEL ROAD AND GO FOR ABOUT 0.15
 AC6877'MI.  (0.24 KM) SET ABOUT 162 FT.  (49.4 M) SOUTH OF SPEED L SIGN, 265
 AC6877'FT.  (80.8 M) NORTH OF GATE AND 73 FT.  (22.3 M) NORTH OF CULVERT ON
 AC6877'SMALL TRAIL.  STATION IS FLUSH WITH THE GROUND.  A STATION SKETCH IS
 AC6877'AVAILABLE THROUGH THE CITY OF ST.  CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6740 ***********************************************************************
 AI6740  DESIGNATION -  1
 AI6740  PID         -  AI6740
 AI6740  STATE/COUNTY-  OH/CLINTON
 AI6740  USGS QUAD   -  NEW BURLINGTON (1981)
 AI6740
 AI6740                         *CURRENT SURVEY CONTROL
 AI6740  ___________________________________________________________________
 AI6740* NAD 83(1995)-  39 34 16.09425(N)    083 58 49.59338(W)     ADJUSTED  
 AI6740* NAVD 88     -       281.9    (meters)     925.     (feet)  GPS OBS   
 AI6740  ___________________________________________________________________
 AI6740  X           -     516,303.622 (meters)                     COMP
 AI6740  Y           -  -4,896,223.410 (meters)                     COMP
 AI6740  Z           -   4,041,553.232 (meters)                     COMP
 AI6740  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AI6740  ELLIP HEIGHT-         248.79  (meters)          (10/07/05) GPS OBS
 AI6740  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AI6740
 AI6740  HORZ ORDER  -  FIRST
 AI6740  ELLP ORDER  -  THIRD     CLASS II
 AI6740
 AI6740.The horizontal coordinates were established by GPS observations
 AI6740.and adjusted by the National Geodetic Survey in August 2000..
 AI6740
 AI6740.The orthometric height was determined by GPS observations and a
 AI6740.high-resolution geoid model.
 AI6740
 AI6740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6740
 AI6740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6740
 AI6740.The ellipsoidal height was determined by GPS observations
 AI6740.and is referenced to NAD 83.
 AI6740
 AI6740.The geoid height was determined by GEOID03.
 AI6740
 AI6740;                    North         East     Units Scale Factor Converg.
 AI6740;SPC OH S     -   175,460.549   472,805.153   MT  0.99994120   -0 56 21.7
 AI6740;UTM  17      - 4,384,403.416   243,983.923   MT  1.00040705   -1 53 58.8
 AI6740;UTM  16      - 4,384,515.609   759,376.573   MT  1.00042838   +1 55 28.7
 AI6740
 AI6740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6740!SPC OH S     -   0.99996097  x   0.99994120  =   0.99990217
 AI6740!UTM  17      -   0.99996097  x   1.00040705  =   1.00036800
 AI6740!UTM  16      -   0.99996097  x   1.00042838  =   1.00038933
 AI6740
 AI6740|---------------------------------------------------------------------|
 AI6740| PID    Reference Object                     Distance      Geod. Az  |
 AI6740|                                                           dddmmss.s |
 AI6740| AI6770 1A                                  270.215 METERS 09437     |
 AI6740|---------------------------------------------------------------------|
 AI6740
 AI6740                          SUPERSEDED SURVEY CONTROL
 AI6740
 AI6740  ELLIP H (08/02/00)  248.84   (m)                       GP(       ) 3 2
 AI6740
 AI6740.Superseded values are not recommended for survey control.
 AI6740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6740.See file dsdata.txt to determine how the superseded data were derived.
 AI6740
 AI6740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4398484403(NAD 83)
 AI6740_MARKER: DD = SURVEY DISK
 AI6740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6740_STAMPING: GPS 1 2000
 AI6740_MARK LOGO: OH-027
 AI6740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6740+STABILITY: SURFACE MOTION
 AI6740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6740+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6740
 AI6740  HISTORY     - Date     Condition        Report By
 AI6740  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6740
 AI6740                          STATION DESCRIPTION
 AI6740
 AI6740'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6740'THE STATION IS LOCATED APPROXIMATELY 11.0 MI (17.7 KM) NORTH OF
 AI6740'CLARKSVILLE, 9.5 MILES (15.3 KM) NORTHEAST OF WILMINGTON, AND 7.0
 AI6740'MILES (11.3 KM) SOUTH OF XENIA.  THE STATION IS ON THE SOUTH SIDE OF
 AI6740'ROXANNA-NEW BURLINGTON ROAD APPROXIMATELY 0.7 MI (1.1 KM) WEST OF THE
 AI6740'INTERSECTION OF OHIO STATE ROUTE 380 AND ROXANNA-NEW BURLINGTON ROAD.
 AI6740'TO REACH THE STATION FROM THE COURT HOUSE IN XENIA, PROCEED SOUTH
 AI6740'ALONG US ROUTE 68 TO THE JUNCTION WITH SR 380.  PROCEED SOUTHWESTERLY
 AI6740'ALONG SR 380 APPROXIMATELY 7.0 MI (11.3 KM) TO A ROAD ON THE RIGHT.
 AI6740'TURN RIGHT AND HEAD WEST ON ROXANNA-NEW BURLINGTON ROAD APPROXIMATELY
 AI6740'0.7 MI (1.1 KM) TO THE STATION ON THE LEFT.
 AI6740'THE STATION IS LOCATED APPROXIMATELY 169.4 FT (51.6 M) SOUTHWEST OF A
 AI6740'TELEPHONE PEDESTAL ON THE NORTH SIDE OF ROXANNA-NEW BURLINGTON ROAD,
 AI6740'40.3 FT (12.3 M) SOUTH-SOUTHWEST OF A HORSE PATH SIGN, AND 12.0 FT
 AI6740'(3.7 M) SOUTH OF THE CENTERLINE OF ROXANNA-NEW BURLINGTON ROAD.  THE
 AI6740'STATION IS A STANDARD CLINTON COUNTY GPS DISK SET IN A ROUND CONCRETE
 AI6740'MONUMENT AND STAMPED--GPS 1 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE
 AI6740'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3148 ***********************************************************************
 MB3148  DESIGNATION -  1 C CC COR 11
 MB3148  PID         -  MB3148
 MB3148  STATE/COUNTY-  OH/CUYAHOGA
 MB3148  USGS QUAD   -  WEST VIEW (1994)
 MB3148
 MB3148                         *CURRENT SURVEY CONTROL
 MB3148  ___________________________________________________________________
 MB3148* NAD 83(1995)-  41 16 30.14150(N)    081 52 40.99776(W)     ADJUSTED  
 MB3148* NAVD 88     -       286.5    (meters)     940.     (feet)  GPS OBS   
 MB3148  ___________________________________________________________________
 MB3148  X           -     678,242.947 (meters)                     COMP
 MB3148  Y           -  -4,752,533.570 (meters)                     COMP
 MB3148  Z           -   4,185,594.153 (meters)                     COMP
 MB3148  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 MB3148  ELLIP HEIGHT-         252.54  (meters)          (10/07/05) GPS OBS
 MB3148  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB3148
 MB3148  HORZ ORDER  -  FIRST
 MB3148  ELLP ORDER  -  FOURTH    CLASS I
 MB3148
 MB3148.The horizontal coordinates were established by GPS observations
 MB3148.and adjusted by the National Geodetic Survey in April 1998..
 MB3148
 MB3148.The orthometric height was determined by GPS observations and a
 MB3148.high-resolution geoid model.
 MB3148
 MB3148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3148
 MB3148.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3148
 MB3148.The ellipsoidal height was determined by GPS observations
 MB3148.and is referenced to NAD 83.
 MB3148
 MB3148.The geoid height was determined by GEOID03.
 MB3148
 MB3148;                    North         East     Units Scale Factor Converg.
 MB3148;SPC OH N     -   178,789.992   652,106.065   MT  0.99994567   +0 24 30.9
 MB3148;UTM  17      - 4,569,661.498   426,461.681   MT  0.99966655   -0 34 45.3
 MB3148
 MB3148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3148!SPC OH N     -   0.99996039  x   0.99994567  =   0.99990606
 MB3148!UTM  17      -   0.99996039  x   0.99966655  =   0.99962695
 MB3148
 MB3148                          SUPERSEDED SURVEY CONTROL
 MB3148
 MB3148  ELLIP H (04/01/98)  252.58   (m)                       GP(       ) 4 1
 MB3148  NAD 83(1995)-  41 16 30.14763(N)    081 52 40.99897(W) AD(       ) 1
 MB3148  NAD 83(1986)-  41 16 30.15111(N)    081 52 41.00041(W) AD(       ) 1
 MB3148  NGVD 29 (11/06/91)  286.6    (m)          940.     (f) GPS OBS        
 MB3148
 MB3148.Superseded values are not recommended for survey control.
 MB3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3148.See file dsdata.txt to determine how the superseded data were derived.
 MB3148
 MB3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2646269661(NAD 83)
 MB3148_MARKER: V = STONE MONUMENT
 MB3148_SETTING: 0 = UNSPECIFIED SETTING
 MB3148_MARK LOGO: NONE  
 MB3148_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB3148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3148+SATELLITE: SATELLITE OBSERVATIONS - 2000
 MB3148
 MB3148  HISTORY     - Date     Condition        Report By
 MB3148  HISTORY     - UNK      MONUMENTED
 MB3148  HISTORY     - 19900324 GOOD             AEROS
 MB3148  HISTORY     - 2000     GOOD             OH-103
 MB3148
 MB3148                          STATION DESCRIPTION
 MB3148
 MB3148'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3148'STATION IS LOCATED IN STRONGVILLE, AT THE INTERSECTION OF BOSTON ROAD
 MB3148'AND MARKS ROAD AT THE INTERSECTION OF THE CUYAHOGA-MEDINA AND LORAIN
 MB3148'COUNTY LINES.
 MB3148'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 42--PEARL ROAD, AND
 MB3148'STATE ROAD 82, GO SOUTH FOR 4.4 KM (2.75 MI) ON U.S HIGHWAY 42 TO
 MB3148'BOSTON ROAD AND THE COUNTY LINE.  TURN RIGHT AND GO WEST FOR 3.55 KM
 MB3148'(2.20 MI)  ON BOSTON ROAD TO ITS INTERSECTION WITH MARKS ROAD AND THE
 MB3148'CUYAHOGA,MEDINA AND LORAIN COUNTY LINES AND THE STATION.
 MB3148'STATION IS A STONE MONUMENT WITH DRILL HOLE RECESSED 20 CM BELOW THE
 MB3148'ROAD SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED IN THE
 MB3148'CENTERLINE OF THE EAST BOUND LANE OF BOSTON ROAD, AND THE CENTERLINE
 MB3148'OF THE SOUTHBOUND LANE OF MARKS ROAD, 8.86 M (29.1 FT) NORTHEAST OF A
 MB3148'POWER POLE AT THE SOUTHWEST CORNER OF THE INTERSECTION, 11.03 M
 MB3148'(36.2 FT) SOUTHEAST OF POLE.50CJ 3-22, 11.94 M (39.2 FT) NORTHWEST OF
 MB3148'POWER POLE.50CJ3-50.
 MB3148
 MB3148                          STATION RECOVERY (2000)
 MB3148
 MB3148'RECOVERY NOTE BY MEDINA COUNTY OHIO 2000
 MB3148'RECOVERY NOTE BY MEDINA COUNTY SANITARY ENGINEER 2000
 MB3148'FOUND AS DESCRIBED IN GOOD CONDITION.
 MB3148'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1952 ***********************************************************************
 HY1952  DESIGNATION -  1 CWA
 HY1952  PID         -  HY1952
 HY1952  STATE/COUNTY-  OH/BROWN
 HY1952  USGS QUAD   -  RUSSELLVILLE (1974)
 HY1952
 HY1952                         *CURRENT SURVEY CONTROL
 HY1952  ___________________________________________________________________
 HY1952* NAD 83(1986)-  38 52 05.     (N)    083 48 21.     (W)     SCALED    
 HY1952* NAVD 88     -       280.987  (meters)     921.87   (feet)  ADJUSTED  
 HY1952  ___________________________________________________________________
 HY1952  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HY1952  DYNAMIC HT  -         280.804 (meters)     921.27  (feet)  COMP
 HY1952  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 HY1952
 HY1952  VERT ORDER  -  SECOND    CLASS 0
 HY1952
 HY1952.The horizontal coordinates were scaled from a topographic map and have
 HY1952.an estimated accuracy of +/- 6 seconds.
 HY1952
 HY1952.The orthometric height was determined by differential leveling
 HY1952.and adjusted by the National Geodetic Survey in June 1991..
 HY1952
 HY1952.The geoid height was determined by GEOID03.
 HY1952
 HY1952.The dynamic height is computed by dividing the NAVD 88
 HY1952.geopotential number by the normal gravity value computed on the
 HY1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1952.degrees latitude (g = 980.6199 gals.).
 HY1952
 HY1952.The modeled gravity was interpolated from observed gravity values.
 HY1952
 HY1952;                    North         East    Units  Estimated Accuracy
 HY1952;SPC OH S     -    97,190.      486,680.      MT  (+/- 180 meters Scaled)
 HY1952
 HY1952                          SUPERSEDED SURVEY CONTROL
 HY1952
 HY1952  NGVD 29 (??/??/92)  281.183  (m)          922.51   (f) ADJ UNCH    2 0
 HY1952
 HY1952.Superseded values are not recommended for survey control.
 HY1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1952.See file dsdata.txt to determine how the superseded data were derived.
 HY1952
 HY1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD565058(NAD 83)
 HY1952_MARKER: DD = SURVEY DISK
 HY1952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1952_SP_SET: CULVERT
 HY1952_MARK LOGO: OHGS  
 HY1952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1952
 HY1952  HISTORY     - Date     Condition        Report By
 HY1952  HISTORY     - UNK      MONUMENTED       OHGS
 HY1952  HISTORY     - 1935     GOOD             NGS
 HY1952
 HY1952                          STATION DESCRIPTION
 HY1952
 HY1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1952'1 MI W FROM RUSSELLVILLE.
 HY1952'1.0 MILE WEST ALONG STATE HIGHWAY 125 FROM THE CROSSING OF U.S.
 HY1952'HIGHWAY 62 AT RUSSELLVILLE, BROWN COUNTY, 31 YARDS SOUTHEAST
 HY1952'OF POWER POLE 2232, 64.3 FEET SOUTHEAST OF THE CENTER OF THE
 HY1952'CROSSING OF A GRAVEL ROAD LEADING SOUTH TO THE G.W. GAFFIN
 HY1952'RESIDENCE, AT A CULVERT, IN THE TOP OF THE COPING OF THE SOUTH
 HY1952'HEADWALL, 9.6 FEET WEST OF THE EAST END, AND 31.8 FEET SOUTH OF THE
 HY1952'CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0535 ***********************************************************************
 JX0535  DESIGNATION -  1 OHIO RIVER CROSSING
 JX0535  PID         -  JX0535
 JX0535  STATE/COUNTY-  OH/MONROE
 JX0535  USGS QUAD   -  POWHATAN POINT (1984)
 JX0535
 JX0535                         *CURRENT SURVEY CONTROL
 JX0535  ___________________________________________________________________
 JX0535* NAD 83(1986)-  39 46 13.     (N)    080 52 04.     (W)     SCALED    
 JX0535* NAVD 88     -       189.49   (+/-2cm)     621.7    (feet)  VERTCON   
 JX0535  ___________________________________________________________________
 JX0535  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JX0535
 JX0535  VERT ORDER  -  ? (See Below)
 JX0535
 JX0535.The horizontal coordinates were scaled from a topographic map and have
 JX0535.an estimated accuracy of +/- 6 seconds.
 JX0535
 JX0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX0535.The vertical order pertains to the NGVD 29 superseded value.
 JX0535
 JX0535.The geoid height was determined by GEOID03.
 JX0535
 JX0535;                    North         East    Units  Estimated Accuracy
 JX0535;SPC OH S     -   197,790.      739,830.      MT  (+/- 180 meters Scaled)
 JX0535
 JX0535                          SUPERSEDED SURVEY CONTROL
 JX0535
 JX0535  NGVD 29 (??/??/92)  189.664  (m)          622.26   (f) ADJ UNCH    ?  
 JX0535
 JX0535.Superseded values are not recommended for survey control.
 JX0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0535.See file dsdata.txt to determine how the superseded data were derived.
 JX0535
 JX0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE113022(NAD 83)
 JX0535_MARKER: DB = BENCH MARK DISK
 JX0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0535_STAMPING: OHIO RIVER CROSSING NO 1 1934
 JX0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0535+STABILITY: SURFACE MOTION
 JX0535
 JX0535  HISTORY     - Date     Condition        Report By
 JX0535  HISTORY     - 1934     MONUMENTED       CGS
 JX0535
 JX0535                          STATION DESCRIPTION
 JX0535
 JX0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0535'AT CLARINGTON.
 JX0535'AT CLARINGTON, MONROE COUNTY, ON STATE HIGHWAY 7, ON THE WEST BANK
 JX0535'OF OHIO RIVER, 30 YARDS WEST OF THE CLARINGTON FERRY LANDING,
 JX0535'25 YARDS EAST OF THE EAST CORNER OF A ONE-STORY FRAME STORE
 JX0535'BUILDING, 15 YARDS SOUTHWEST OF THE SOUTHWEST EDGE OF A STONE
 JX0535'WALK LEADING TO THE FERRY LANDING, 12 YARDS SOUTHEAST OF THE
 JX0535'CENTERLINE OF THE HIGHWAY, AND ABOUT 10 FEET LOWER THAN THE
 JX0535'HIGHWAY.  A STANDARD DISK, STAMPED OHIO RIVER CROSSING NO. 1 1934
 JX0535'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0740 ***********************************************************************
 MC0740  DESIGNATION -  10
 MC0740  PID         -  MC0740
 MC0740  STATE/COUNTY-  OH/LUCAS
 MC0740  USGS QUAD   -  TOLEDO (1980)
 MC0740
 MC0740                         *CURRENT SURVEY CONTROL
 MC0740  ___________________________________________________________________
 MC0740* NAD 83(1986)-  41 43 38.     (N)    083 31 28.     (W)     SCALED    
 MC0740* NAVD 88     -       180.331  (meters)     591.64   (feet)  ADJUSTED  
 MC0740  ___________________________________________________________________
 MC0740  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0740  DYNAMIC HT  -         180.263 (meters)     591.41  (feet)  COMP
 MC0740  MODELED GRAV-     980,239.7   (mgal)                       NAVD 88
 MC0740
 MC0740  VERT ORDER  -  FIRST     CLASS II
 MC0740
 MC0740.The horizontal coordinates were scaled from a topographic map and have
 MC0740.an estimated accuracy of +/- 6 seconds.
 MC0740
 MC0740.The orthometric height was determined by differential leveling
 MC0740.and adjusted by the National Geodetic Survey in June 1991..
 MC0740
 MC0740.The geoid height was determined by GEOID03.
 MC0740
 MC0740.The dynamic height is computed by dividing the NAVD 88
 MC0740.geopotential number by the normal gravity value computed on the
 MC0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0740.degrees latitude (g = 980.6199 gals.).
 MC0740
 MC0740.The modeled gravity was interpolated from observed gravity values.
 MC0740
 MC0740;                    North         East    Units  Estimated Accuracy
 MC0740;SPC OH N     -   229,320.      514,760.      MT  (+/- 180 meters Scaled)
 MC0740
 MC0740                          SUPERSEDED SURVEY CONTROL
 MC0740
 MC0740  NGVD 29 (??/??/92)  180.51   (m)          592.2    (f) COMPUTED    1 2
 MC0740
 MC0740.Superseded values are not recommended for survey control.
 MC0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0740.See file dsdata.txt to determine how the superseded data were derived.
 MC0740
 MC0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG900225(NAD 83)
 MC0740_MARKER: DD = SURVEY DISK
 MC0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0740_STAMPING: 690.268 10
 MC0740_MARK LOGO: OH-095
 MC0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0740+STABILITY: SURFACE MOTION
 MC0740
 MC0740  HISTORY     - Date     Condition        Report By
 MC0740  HISTORY     - UNK      MONUMENTED       OH-095
 MC0740  HISTORY     - 1954     GOOD             CGS
 MC0740  HISTORY     - 1968     MARK NOT FOUND   CGS
 MC0740  HISTORY     - 19890126 MARK NOT FOUND   USPSQD
 MC0740
 MC0740                          STATION DESCRIPTION
 MC0740
 MC0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MC0740'5 MI N FROM TOLEDO.
 MC0740'ABOUT 1.6 MILES NORTHWEST ALONG BUCKEYE STREET FROM THE JUNCTION
 MC0740'OF SUMMIT STREET (ALTERNATE U.S. HIGHWAY 24) AT TOLEDO, THENCE
 MC0740'ABOUT 0.5 MILE WEST ALONG MANHATTAN BOULEVARD, THENCE ABOUT 2.85
 MC0740'MILES NORTH ALONG STICKNEY AVE., AT THE JUNCTION OF BENORE ROAD
 MC0740'(SOUTHEAST-NORTHWEST) AND AT THE CROSSING OF BENORE ROAD AND THE
 MC0740'NEW YORK CENTRAL RAILROAD, ABOUT 0.3 MILE SOUTHWEST OF THE
 MC0740'MICHIGAN-OHIO STATE LINE, 44 FEET SOUTHEAST OF SOUTHEAST RAIL OF
 MC0740'SOUTHEAST TRACK, 57 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF
 MC0740'SOUTHEAST MAIN TRACK, 25 FEET NORTHEAST OF CENTER LINE OF
 MC0740'BENORE ROAD, 12 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF
 MC0740'STICKNEY AVE. LEADING SOUTHWEST, 13 FEET WEST-NORTHWEST OF POWER
 MC0740'POLE NO. 507402, ABOUT LEVEL WITH BENORE ROAD AND SET IN THE
 MC0740'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT
 MC0740'13.95 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MC0740'THE STATION AT MONROE, MONROE COUNTY, MICHIGAN.
 MC0740
 MC0740                          STATION RECOVERY (1968)
 MC0740
 MC0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MC0740'MARK NOT FOUND.
 MC0740
 MC0740                          STATION RECOVERY (1989)
 MC0740
 MC0740'RECOVERY NOTE BY US POWER SQUADRON 1989 (LCR)
 MC0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2439 ***********************************************************************
 AB2439  DESIGNATION -  10
 AB2439  PID         -  AB2439
 AB2439  STATE/COUNTY-  OH/ATHENS
 AB2439  USGS QUAD   -  MINERAL (1992)
 AB2439
 AB2439                         *CURRENT SURVEY CONTROL
 AB2439  ___________________________________________________________________
 AB2439* NAD 83(1995)-  39 17 43.38865(N)    082 16 29.23125(W)     ADJUSTED  
 AB2439* NAVD 88     -       278.9    (meters)     915.     (feet)  GPS OBS   
 AB2439  ___________________________________________________________________
 AB2439  X           -     664,424.217 (meters)                     COMP
 AB2439  Y           -  -4,897,953.495 (meters)                     COMP
 AB2439  Z           -   4,017,903.894 (meters)                     COMP
 AB2439  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AB2439  ELLIP HEIGHT-         244.84  (meters)          (10/07/05) GPS OBS
 AB2439  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AB2439
 AB2439  HORZ ORDER  -  FIRST
 AB2439  ELLP ORDER  -  FOURTH    CLASS I
 AB2439
 AB2439.The horizontal coordinates were established by GPS observations
 AB2439.and adjusted by the National Geodetic Survey in April 1998..
 AB2439
 AB2439.The orthometric height was determined by GPS observations and a
 AB2439.high-resolution geoid model.
 AB2439
 AB2439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2439
 AB2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2439
 AB2439.The ellipsoidal height was determined by GPS observations
 AB2439.and is referenced to NAD 83.
 AB2439
 AB2439.The geoid height was determined by GEOID03.
 AB2439
 AB2439;                    North         East     Units Scale Factor Converg.
 AB2439;SPC OH S     -   143,829.013   619,426.819   MT  0.99993711   +0 08 34.4
 AB2439;UTM  17      - 4,350,331.244   390,072.632   MT  0.99974879   -0 48 26.7
 AB2439
 AB2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2439!SPC OH S     -   0.99996159  x   0.99993711  =   0.99989870
 AB2439!UTM  17      -   0.99996159  x   0.99974879  =   0.99971039
 AB2439
 AB2439                          SUPERSEDED SURVEY CONTROL
 AB2439
 AB2439  ELLIP H (04/01/98)  244.85   (m)                       GP(       ) 4 1
 AB2439  NAD 83(1986)-  39 17 43.38986(N)    082 16 29.23330(W) AD(       ) 1
 AB2439
 AB2439.Superseded values are not recommended for survey control.
 AB2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2439.See file dsdata.txt to determine how the superseded data were derived.
 AB2439
 AB2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9007350331(NAD 83)
 AB2439_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2439_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2439_STAMPING: 10 1995
 AB2439_MARK LOGO: ATHCE 
 AB2439_PROJECTION: FLUSH
 AB2439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2439+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2439_ROD/PIPE-DEPTH: 1    meters
 AB2439
 AB2439  HISTORY     - Date     Condition        Report By
 AB2439  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2439
 AB2439                          STATION DESCRIPTION
 AB2439
 AB2439'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2439'IN ATHENS COUNTY, OHIO, WATERLOO TOWNSHIP, STATION IS LOCATED IN
 AB2439'NORTHEAST R/W OF T-255.  SET APPROXIMATELY 50 FT.NORTHWEST OF S.R. 356
 AB2439'AND ABOUT 10 FT.NORTHEAST OF THE NORTHEAST EOP.  STATION IS FLUSH WITH
 AB2439'THE GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE ATHENS CO.
 AB2439'ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6886 ***********************************************************************
 AC6886  DESIGNATION -  10
 AC6886  PID         -  AC6886
 AC6886  STATE/COUNTY-  OH/BELMONT
 AC6886  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6886
 AC6886                         *CURRENT SURVEY CONTROL
 AC6886  ___________________________________________________________________
 AC6886* NAD 83(1995)-  40 04 16.33831(N)    080 55 43.16544(W)     ADJUSTED  
 AC6886* NAVD 88     -       354.9    (meters)    1164.     (feet)  GPS OBS   
 AC6886  ___________________________________________________________________
 AC6886  X           -     770,641.638 (meters)                     COMP
 AC6886  Y           -  -4,826,733.933 (meters)                     COMP
 AC6886  Z           -   4,084,245.704 (meters)                     COMP
 AC6886  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AC6886  ELLIP HEIGHT-         321.14  (meters)          (10/07/05) GPS OBS
 AC6886  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AC6886
 AC6886  HORZ ORDER  -  FIRST
 AC6886  ELLP ORDER  -  FOURTH    CLASS II
 AC6886
 AC6886.The horizontal coordinates were established by GPS observations
 AC6886.and adjusted by the National Geodetic Survey in October 2005..
 AC6886
 AC6886.The orthometric height was determined by GPS observations and a
 AC6886.high-resolution geoid model.
 AC6886
 AC6886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6886
 AC6886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6886
 AC6886.The ellipsoidal height was determined by GPS observations
 AC6886.and is referenced to NAD 83.
 AC6886
 AC6886.The geoid height was determined by GEOID03.
 AC6886
 AC6886;                    North         East     Units Scale Factor Converg.
 AC6886;SPC OH S     -   231,105.472   734,037.823   MT  1.00000771   +0 59 49.4
 AC6886;UTM  17      - 4,435,662.774   506,083.481   MT  0.99960046   +0 02 45.3
 AC6886
 AC6886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6886!SPC OH S     -   0.99994962  x   1.00000771  =   0.99995733
 AC6886!UTM  17      -   0.99994962  x   0.99960046  =   0.99955010
 AC6886
 AC6886                          SUPERSEDED SURVEY CONTROL
 AC6886
 AC6886  NAD 83(1995)-  40 04 16.33011(N)    080 55 43.16639(W) AD(       ) 1
 AC6886  NAD 83(1986)-  40 04 16.34258(N)    080 55 43.17328(W) AD(       ) 1
 AC6886
 AC6886.Superseded values are not recommended for survey control.
 AC6886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6886.See file dsdata.txt to determine how the superseded data were derived.
 AC6886
 AC6886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0608335663(NAD 83)
 AC6886_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6886_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6886_STAMPING: 10 1996
 AC6886_MARK LOGO: OH7200
 AC6886_PROJECTION: FLUSH
 AC6886_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6886+STABILITY: SURFACE MOTION
 AC6886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6886+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6886_ROD/PIPE-DEPTH: 1    meters
 AC6886
 AC6886  HISTORY     - Date     Condition        Report By
 AC6886  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6886
 AC6886                          STATION DESCRIPTION
 AC6886
 AC6886'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6886'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6886'STATION IS SET IN EAST R/W OF A SMALL ROUND ABOUT AT THE END OF
 AC6886'MORNINGSIDE DR.  TAKE THE NATIONAL ROAD WEST FROM ST.  CLAIRSVILLE AND
 AC6886'TURN LEFT AT ABOUT 0.6 MI.  (1.0 KM) AFTER THE OVERPASS ON I-70 ON TO
 AC6886'BROKAN RD.  THE FIRST ROAD ON THE LEFT IS MORNINGSIDE DR.
 AC6886'APPROXIMATELY 101 FT.  (30.8 M) SOUTHEAST OF A POWER POLE WITH A
 AC6886'TRANSFORMER, 92 FT.  (28.0 M) EAST OF A TELEPHONE BOX AND ABOUT 27 FT.
 AC6886'(8.2 M) WEST FROM A FENCE.  THE STATION IS FLUSH WITH THE GROUND.  A
 AC6886'STATION SKETCH IS AVAILABLE THROUGH THE CITY OF ST. CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6749 ***********************************************************************
 AI6749  DESIGNATION -  10
 AI6749  PID         -  AI6749
 AI6749  STATE/COUNTY-  OH/CLINTON
 AI6749  USGS QUAD   -  BLANCHESTER (1974)
 AI6749
 AI6749                         *CURRENT SURVEY CONTROL
 AI6749  ___________________________________________________________________
 AI6749* NAD 83(1995)-  39 15 12.63756(N)    083 53 53.85647(W)     ADJUSTED  
 AI6749* NAVD 88     -       302.2    (meters)     991.     (feet)  GPS OBS   
 AI6749  ___________________________________________________________________
 AI6749  X           -     525,704.727 (meters)                     COMP
 AI6749  Y           -  -4,917,756.703 (meters)                     COMP
 AI6749  Z           -   4,014,320.145 (meters)                     COMP
 AI6749  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 AI6749  ELLIP HEIGHT-         269.03  (meters)          (10/07/05) GPS OBS
 AI6749  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 AI6749
 AI6749  HORZ ORDER  -  FIRST
 AI6749  ELLP ORDER  -  THIRD     CLASS II
 AI6749
 AI6749.The horizontal coordinates were established by GPS observations
 AI6749.and adjusted by the National Geodetic Survey in August 2000..
 AI6749
 AI6749.The orthometric height was determined by GPS observations and a
 AI6749.high-resolution geoid model.
 AI6749
 AI6749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6749
 AI6749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6749
 AI6749.The ellipsoidal height was determined by GPS observations
 AI6749.and is referenced to NAD 83.
 AI6749
 AI6749.The geoid height was determined by GEOID03.
 AI6749
 AI6749;                    North         East     Units Scale Factor Converg.
 AI6749;SPC OH S     -   140,090.480   479,316.542   MT  0.99993850   -0 53 14.1
 AI6749;UTM  17      - 4,348,913.839   249,908.241   MT  1.00037018   -1 50 05.5
 AI6749
 AI6749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6749!SPC OH S     -   0.99995779  x   0.99993850  =   0.99989630
 AI6749!UTM  17      -   0.99995779  x   1.00037018  =   1.00032796
 AI6749
 AI6749|---------------------------------------------------------------------|
 AI6749| PID    Reference Object                     Distance      Geod. Az  |
 AI6749|                                                           dddmmss.s |
 AI6749| AI6779 10A                                 334.638 METERS 31043     |
 AI6749|---------------------------------------------------------------------|
 AI6749
 AI6749                          SUPERSEDED SURVEY CONTROL
 AI6749
 AI6749  ELLIP H (08/02/00)  269.04   (m)                       GP(       ) 3 2
 AI6749
 AI6749.Superseded values are not recommended for survey control.
 AI6749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6749.See file dsdata.txt to determine how the superseded data were derived.
 AI6749
 AI6749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4990848914(NAD 83)
 AI6749_MARKER: DD = SURVEY DISK
 AI6749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6749_STAMPING: GPS 10 2000
 AI6749_MARK LOGO: OH-027
 AI6749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6749+STABILITY: SURFACE MOTION
 AI6749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6749+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6749
 AI6749  HISTORY     - Date     Condition        Report By
 AI6749  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6749
 AI6749                          STATION DESCRIPTION
 AI6749
 AI6749'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6749'THE STATION IS LOCATED APPROXIMATELY 14.25 MI (22.93 KM) SOUTH OF
 AI6749'WILMINGTON, 13.0 MI (20.9 KM) NORTH-NORTHWEST OF HILLSBORO, AND 5.5 MI
 AI6749'(8.9 KM) SOUTHEAST OF BLANCHESTER.  THE STATION IS APPROXIMATELY 0.35
 AI6749'MI (0.56 KM) SOUTHEAST OF THE INTERSECTION OF US ROUTE 68 AND STATE
 AI6749'ROUTE 251 ON THE NORTHEAST SIDE OF SR 251 AT THE EDGE OF AN OPEN
 AI6749'FIELD.
 AI6749'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 68 AND SR 251
 AI6749'SOUTHEAST OF BLANCHESTER, PROCEED SOUTHWEST ALONG SR 251 APPROXIMATELY
 AI6749'0.35 MI (0.56 KM) TO THE STATION ON THE LEFT.
 AI6749'THE STATION IS APPROXIMATELY 171.5 FT (52.3 M) SOUTHEAST OF A POWER
 AI6749'POLE, 78.8 FT (24.0 M) NORTHWEST OF ANOTHER POWER POLE, AND 19.1 FT
 AI6749'(5.8 M) NORTHEAST OF THE CENTERLINE OF SR 251.  THE STATION IS A
 AI6749'STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6749'AND STAMPED--GPS 10 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE
 AI6749'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2292 ***********************************************************************
 KZ2292  DESIGNATION -  10 0015
 KZ2292  PID         -  KZ2292
 KZ2292  STATE/COUNTY-  OH/DELAWARE
 KZ2292  USGS QUAD   -  WALDO (1984)
 KZ2292
 KZ2292                         *CURRENT SURVEY CONTROL
 KZ2292  ___________________________________________________________________
 KZ2292* NAD 83(1995)-  40 26 01.26774(N)    083 04 08.13902(W)     ADJUSTED  
 KZ2292* NAVD 88     -       288.2    (meters)     946.     (feet)  GPS OBS   
 KZ2292  ___________________________________________________________________
 KZ2292  X           -     586,699.659 (meters)                     COMP
 KZ2292  Y           -  -4,826,277.741 (meters)                     COMP
 KZ2292  Z           -   4,114,922.405 (meters)                     COMP
 KZ2292  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 KZ2292  ELLIP HEIGHT-         254.04  (meters)          (10/07/05) GPS OBS
 KZ2292  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KZ2292
 KZ2292  HORZ ORDER  -  FIRST
 KZ2292  ELLP ORDER  -  FOURTH    CLASS I
 KZ2292
 KZ2292.The horizontal coordinates were established by GPS observations
 KZ2292.and adjusted by the National Geodetic Survey in April 1998..
 KZ2292
 KZ2292.The orthometric height was determined by GPS observations and a
 KZ2292.high-resolution geoid model.
 KZ2292
 KZ2292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2292
 KZ2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2292
 KZ2292.The ellipsoidal height was determined by GPS observations
 KZ2292.and is referenced to NAD 83.
 KZ2292
 KZ2292.The geoid height was determined by GEOID03.
 KZ2292
 KZ2292;                    North         East     Units Scale Factor Converg.
 KZ2292;SPC OH N     -    85,332.599   551,726.178   MT  0.99999993   -0 22 25.5
 KZ2292;UTM  17      - 4,477,949.267   324,513.156   MT  0.99997909   -1 20 31.9
 KZ2292
 KZ2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2292!SPC OH N     -   0.99996015  x   0.99999993  =   0.99996008
 KZ2292!UTM  17      -   0.99996015  x   0.99997909  =   0.99993924
 KZ2292
 KZ2292:                Primary Azimuth Mark                     Grid Az
 KZ2292:SPC OH N     -  10 0016                                  274 17 28.3
 KZ2292:UTM  17      -  10 0016                                  275 15 34.7
 KZ2292
 KZ2292|---------------------------------------------------------------------|
 KZ2292| PID    Reference Object                     Distance      Geod. Az  |
 KZ2292|                                                           dddmmss.s |
 KZ2292| KZ2293 10 0016                             APPROX. 0.5 KM 2735502.8 |
 KZ2292|---------------------------------------------------------------------|
 KZ2292
 KZ2292                          SUPERSEDED SURVEY CONTROL
 KZ2292
 KZ2292  ELLIP H (04/01/98)  254.06   (m)                       GP(       ) 4 1
 KZ2292  NAD 83(1986)-  40 26 01.27449(N)    083 04 08.14740(W) AD(       ) 1
 KZ2292
 KZ2292.Superseded values are not recommended for survey control.
 KZ2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2292.See file dsdata.txt to determine how the superseded data were derived.
 KZ2292
 KZ2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2451377949(NAD 83)
 KZ2292_MARKER: DE = TRAVERSE STATION DISK
 KZ2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2292_SP_SET: CONCRETE POST
 KZ2292_STAMPING: DELAWARE COUNTY ENGINEER 10-0015 1991
 KZ2292_MARK LOGO: DCE   
 KZ2292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2292+STABILITY: SURFACE MOTION
 KZ2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2292+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2292
 KZ2292  HISTORY     - Date     Condition        Report By
 KZ2292  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2292
 KZ2292                          STATION DESCRIPTION
 KZ2292
 KZ2292'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2292'STATION IS LOCATED ON THE SOUTH SIDE OF NORTON ROAD, 125.0 FT
 KZ2292'(38.1 M) EAST OF WEISER ROAD, 5.6 FT (1.7 M) SOUTH OF SOUTH EDGE OF
 KZ2292'PAVEMENT OF SAID NORTON ROAD, 97.7 FT (29.8 M) WEST OF WESTERNMOST
 KZ2292'END OF GUARD RAIL ON THE SOUTH SIDE OF SAID ROAD.
 KZ2292'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2292'S.R. 37 FOR 0.18 MI (0.29 KM) TO U.S. HWY 23. TURN LEFT ON U.S. HWY
 KZ2292'23 FOR 9.14 MI (14.71 KM) TO NORTON ROAD. TURN RIGHT ON NORTON ROAD
 KZ2292'FOR 0.20 MI (0.32 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2293 ***********************************************************************
 KZ2293  DESIGNATION -  10 0016
 KZ2293  PID         -  KZ2293
 KZ2293  STATE/COUNTY-  OH/DELAWARE
 KZ2293  USGS QUAD   -  WALDO (1984)
 KZ2293
 KZ2293                         *CURRENT SURVEY CONTROL
 KZ2293  ___________________________________________________________________
 KZ2293* NAD 83(1995)-  40 26 02.41991(N)    083 04 30.16904(W)     ADJUSTED  
 KZ2293* NAVD 88     -       290.1    (meters)     952.     (feet)  GPS OBS   
 KZ2293  ___________________________________________________________________
 KZ2293  X           -     586,181.588 (meters)                     COMP
 KZ2293  Y           -  -4,826,318.975 (meters)                     COMP
 KZ2293  Z           -   4,114,950.728 (meters)                     COMP
 KZ2293  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 KZ2293  ELLIP HEIGHT-         256.00  (meters)          (10/07/05) GPS OBS
 KZ2293  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KZ2293
 KZ2293  HORZ ORDER  -  FIRST
 KZ2293  ELLP ORDER  -  FOURTH    CLASS I
 KZ2293
 KZ2293.The horizontal coordinates were established by GPS observations
 KZ2293.and adjusted by the National Geodetic Survey in April 1998..
 KZ2293
 KZ2293.The orthometric height was determined by GPS observations and a
 KZ2293.high-resolution geoid model.
 KZ2293
 KZ2293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2293
 KZ2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2293
 KZ2293.The ellipsoidal height was determined by GPS observations
 KZ2293.and is referenced to NAD 83.
 KZ2293
 KZ2293.The geoid height was determined by GEOID03.
 KZ2293
 KZ2293;                    North         East     Units Scale Factor Converg.
 KZ2293;SPC OH N     -    85,371.542   551,207.181   MT  0.99999987   -0 22 40.0
 KZ2293;UTM  17      - 4,477,996.976   323,994.902   MT  0.99998133   -1 20 46.2
 KZ2293
 KZ2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2293!SPC OH N     -   0.99995984  x   0.99999987  =   0.99995971
 KZ2293!UTM  17      -   0.99995984  x   0.99998133  =   0.99994117
 KZ2293
 KZ2293:                Primary Azimuth Mark                     Grid Az
 KZ2293:SPC OH N     -  10 0015                                  094 17 28.5
 KZ2293:UTM  17      -  10 0015                                  095 15 34.7
 KZ2293
 KZ2293|---------------------------------------------------------------------|
 KZ2293| PID    Reference Object                     Distance      Geod. Az  |
 KZ2293|                                                           dddmmss.s |
 KZ2293| KZ2292 10 0015                             APPROX. 0.5 KM 0935448.5 |
 KZ2293|---------------------------------------------------------------------|
 KZ2293
 KZ2293                          SUPERSEDED SURVEY CONTROL
 KZ2293
 KZ2293  ELLIP H (04/01/98)  256.02   (m)                       GP(       ) 4 1
 KZ2293  NAD 83(1986)-  40 26 02.42667(N)    083 04 30.17742(W) AD(       ) 1
 KZ2293
 KZ2293.Superseded values are not recommended for survey control.
 KZ2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2293.See file dsdata.txt to determine how the superseded data were derived.
 KZ2293
 KZ2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2399577997(NAD 83)
 KZ2293_MARKER: DE = TRAVERSE STATION DISK
 KZ2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2293_SP_SET: CONCRETE POST
 KZ2293_STAMPING: DELAWARE COUNTY ENGINEER 10-0016 1991
 KZ2293_MARK LOGO: DCE   
 KZ2293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2293+STABILITY: SURFACE MOTION
 KZ2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2293+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2293
 KZ2293  HISTORY     - Date     Condition        Report By
 KZ2293  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2293
 KZ2293                          STATION DESCRIPTION
 KZ2293
 KZ2293'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2293'STATION IS LOCATED ON THE SOUTHWEST CORNER OF NORTON ROAD AND S.R.
 KZ2293'423, 15.4 FT (4.7 M) SOUTH OF CENTERLINE OF NORTON ROAD, 48.7 FT
 KZ2293'(14.8 M) WEST OF CENTERLINE OF S.R. 423 AND 4.6 FT (1.4 M) EAST OF A
 KZ2293'MAIL BOX ON THE SOUTH SIDE OF NORTON ROAD.
 KZ2293'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2293'S.R. 37 FOR 0.18 MI (0.29 KM) TO U.S. HWY 23. TURN LEFT ON U.S. HWY
 KZ2293'23 FOR 9.14 MI (14.71 KM) TO NORTON ROAD. TURN LEFT ON NORTON ROAD
 KZ2293'FOR 0.27 MI (0.43 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2294 ***********************************************************************
 KZ2294  DESIGNATION -  10 0017
 KZ2294  PID         -  KZ2294
 KZ2294  STATE/COUNTY-  OH/DELAWARE
 KZ2294  USGS QUAD   -  WALDO (1984)
 KZ2294
 KZ2294                         *CURRENT SURVEY CONTROL
 KZ2294  ___________________________________________________________________
 KZ2294* NAD 83(1995)-  40 26 01.58271(N)    083 01 16.09856(W)     ADJUSTED  
 KZ2294* NAVD 88     -       291.7    (meters)     957.     (feet)  GPS OBS   
 KZ2294  ___________________________________________________________________
 KZ2294  X           -     590,724.492 (meters)                     COMP
 KZ2294  Y           -  -4,825,783.093 (meters)                     COMP
 KZ2294  Z           -   4,114,932.063 (meters)                     COMP
 KZ2294  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 KZ2294  ELLIP HEIGHT-         257.53  (meters)          (10/07/05) GPS OBS
 KZ2294  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KZ2294
 KZ2294  HORZ ORDER  -  FIRST
 KZ2294  ELLP ORDER  -  FOURTH    CLASS I
 KZ2294
 KZ2294.The horizontal coordinates were established by GPS observations
 KZ2294.and adjusted by the National Geodetic Survey in April 1998..
 KZ2294
 KZ2294.The orthometric height was determined by GPS observations and a
 KZ2294.high-resolution geoid model.
 KZ2294
 KZ2294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2294
 KZ2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2294
 KZ2294.The ellipsoidal height was determined by GPS observations
 KZ2294.and is referenced to NAD 83.
 KZ2294
 KZ2294.The geoid height was determined by GEOID03.
 KZ2294
 KZ2294;                    North         East     Units Scale Factor Converg.
 KZ2294;SPC OH N     -    85,316.973   555,781.111   MT  0.99999992   -0 20 32.5
 KZ2294;UTM  17      - 4,477,865.099   328,567.126   MT  0.99996177   -1 18 40.2
 KZ2294
 KZ2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2294!SPC OH N     -   0.99995960  x   0.99999992  =   0.99995952
 KZ2294!UTM  17      -   0.99995960  x   0.99996177  =   0.99992137
 KZ2294
 KZ2294:                Primary Azimuth Mark                     Grid Az
 KZ2294:SPC OH N     -  10 0018                                  273 56 20.2
 KZ2294:UTM  17      -  10 0018                                  274 54 27.9
 KZ2294
 KZ2294|---------------------------------------------------------------------|
 KZ2294| PID    Reference Object                     Distance      Geod. Az  |
 KZ2294|                                                           dddmmss.s |
 KZ2294| KZ2295 10 0018                             APPROX. 0.6 KM 2733547.7 |
 KZ2294|---------------------------------------------------------------------|
 KZ2294
 KZ2294                          SUPERSEDED SURVEY CONTROL
 KZ2294
 KZ2294  ELLIP H (04/01/98)  257.55   (m)                       GP(       ) 4 1
 KZ2294  NAD 83(1986)-  40 26 01.58957(N)    083 01 16.10693(W) AD(       ) 1
 KZ2294
 KZ2294.Superseded values are not recommended for survey control.
 KZ2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2294.See file dsdata.txt to determine how the superseded data were derived.
 KZ2294
 KZ2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2856777865(NAD 83)
 KZ2294_MARKER: DE = TRAVERSE STATION DISK
 KZ2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2294_SP_SET: CONCRETE POST
 KZ2294_STAMPING: DELAWARE COUNTY ENGINEER 10-0017 1991
 KZ2294_MARK LOGO: DCE   
 KZ2294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2294+STABILITY: SURFACE MOTION
 KZ2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2294+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2294
 KZ2294  HISTORY     - Date     Condition        Report By
 KZ2294  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2294
 KZ2294                          STATION DESCRIPTION
 KZ2294
 KZ2294'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2294'STATION IS LOCATED ON THE SOUTH SIDE OF CLINE ROAD, 97.2 FT (29.6 M)
 KZ2294'SOUTHEAST OF POLE ON THE NORTH SIDE OF SAID ROAD, 93.6 FT (28.5 M)
 KZ2294'NORTHWEST OF NORTHEAST CORNER OF FENCE ON THE SOUTH SIDE OF SAID ROAD
 KZ2294'AND 3.1 FT (0.9 M) SOUTH OF THE SOUTH EDGE OF BLACK TOP OF SAID ROAD.
 KZ2294'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2294'S.R. 37 FOR 0.18 MI (0.29 KM) TO U.S. HWY 23. TURN LEFT ON U.S. HWY
 KZ2294'23 FOR 9.14 MI (14.71 KM) TO S.R. 229 (NORTON ROAD). TURN RIGHT ON
 KZ2294'NORTON ROAD FOR 1.86 MI (2.99 KM) TO BENEDICT ROAD. TURN LEFT ON
 KZ2294'BENEDICT ROAD FOR 0.42 MI (0.68 KM) TO CLINE ROAD. TURN RIGHT ON
 KZ2294'CLINE ROAD FOR 0.84 MI (1.35 KM) THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2295 ***********************************************************************
 KZ2295  DESIGNATION -  10 0018
 KZ2295  PID         -  KZ2295
 KZ2295  STATE/COUNTY-  OH/DELAWARE
 KZ2295  USGS QUAD   -  WALDO (1984)
 KZ2295
 KZ2295                         *CURRENT SURVEY CONTROL
 KZ2295  ___________________________________________________________________
 KZ2295* NAD 83(1995)-  40 26 02.75285(N)    083 01 40.47678(W)     ADJUSTED  
 KZ2295* NAVD 88     -       292.1    (meters)     958.     (feet)  GPS OBS   
 KZ2295  ___________________________________________________________________
 KZ2295  X           -     590,151.336 (meters)                     COMP
 KZ2295  Y           -  -4,825,830.002 (meters)                     COMP
 KZ2295  Z           -   4,114,959.848 (meters)                     COMP
 KZ2295  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 KZ2295  ELLIP HEIGHT-         258.01  (meters)          (10/07/05) GPS OBS
 KZ2295  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KZ2295
 KZ2295  HORZ ORDER  -  FIRST
 KZ2295  ELLP ORDER  -  FOURTH    CLASS I
 KZ2295
 KZ2295.The horizontal coordinates were established by GPS observations
 KZ2295.and adjusted by the National Geodetic Survey in April 1998..
 KZ2295
 KZ2295.The orthometric height was determined by GPS observations and a
 KZ2295.high-resolution geoid model.
 KZ2295
 KZ2295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2295
 KZ2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2295
 KZ2295.The ellipsoidal height was determined by GPS observations
 KZ2295.and is referenced to NAD 83.
 KZ2295
 KZ2295.The geoid height was determined by GEOID03.
 KZ2295
 KZ2295;                    North         East     Units Scale Factor Converg.
 KZ2295;SPC OH N     -    85,356.521   555,206.751   MT  0.99999985   -0 20 48.5
 KZ2295;UTM  17      - 4,477,914.351   327,993.538   MT  0.99996420   -1 18 56.1
 KZ2295
 KZ2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2295!SPC OH N     -   0.99995953  x   0.99999985  =   0.99995938
 KZ2295!UTM  17      -   0.99995953  x   0.99996420  =   0.99992373
 KZ2295
 KZ2295:                Primary Azimuth Mark                     Grid Az
 KZ2295:SPC OH N     -  10 0017                                  093 56 20.3
 KZ2295:UTM  17      -  10 0017                                  094 54 27.9
 KZ2295
 KZ2295|---------------------------------------------------------------------|
 KZ2295| PID    Reference Object                     Distance      Geod. Az  |
 KZ2295|                                                           dddmmss.s |
 KZ2295| KZ2294 10 0017                             APPROX. 0.6 KM 0933531.8 |
 KZ2295|---------------------------------------------------------------------|
 KZ2295
 KZ2295                          SUPERSEDED SURVEY CONTROL
 KZ2295
 KZ2295  ELLIP H (04/01/98)  258.02   (m)                       GP(       ) 4 1
 KZ2295  NAD 83(1986)-  40 26 02.75971(N)    083 01 40.48515(W) AD(       ) 1
 KZ2295
 KZ2295.Superseded values are not recommended for survey control.
 KZ2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2295.See file dsdata.txt to determine how the superseded data were derived.
 KZ2295
 KZ2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2799477914(NAD 83)
 KZ2295_MARKER: DE = TRAVERSE STATION DISK
 KZ2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2295_SP_SET: CONCRETE POST
 KZ2295_STAMPING: DELAWARE COUNTY ENGINEER 10-0018 1991
 KZ2295_MARK LOGO: DCE   
 KZ2295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2295+STABILITY: SURFACE MOTION
 KZ2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2295+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2295
 KZ2295  HISTORY     - Date     Condition        Report By
 KZ2295  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2295
 KZ2295                          STATION DESCRIPTION
 KZ2295
 KZ2295'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2295'STATION IS LOCATED ON THE NORTH SIDE OF CLINE ROAD, 0.60 MI (0.97 KM)
 KZ2295'EAST OF BENEDICT ROAD, 10.4 FT (3.2 M) NORTH OF NORTH EDGE OF CLINE
 KZ2295'ROAD, 90.2 FT (27.5 M) NORTHWEST OF A MAIL BOX ON THE SOUTH SIDE OF
 KZ2295'SAID ROAD AND 92.3 FT (28.1 M) SOUTHEAST OF POLE ON THE NORTH SIDE OF
 KZ2295'SAID ROAD.
 KZ2295'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2295'S.R. 37 FOR 0.18 MI (0.29 KM) TO U.S. HWY 23. TURN LEFT ON U.S. HWY
 KZ2295'23 FOR 9.14 MI (14.71 KM) TO S.R. 229 (NORTON ROAD). TURN RIGHT ON
 KZ2295'NORTON ROAD FOR 1.86 MI (2.99 KM) TO BENEDICT ROAD. TURN LEFT ON
 KZ2295'BENEDICT ROAD FOR 0.42 MI (0.68 KM) TO CLINE ROAD. TURN RIGHT ON
 KZ2295'CLINE ROAD FOR 0.32 MI (0.51 KM) THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2013 ***********************************************************************
 AJ2013  DESIGNATION -  10 1
 AJ2013  PID         -  AJ2013
 AJ2013  STATE/COUNTY-  OH/UNION
 AJ2013  USGS QUAD   -  MARYSVILLE (1973)
 AJ2013
 AJ2013                         *CURRENT SURVEY CONTROL
 AJ2013  ___________________________________________________________________
 AJ2013* NAD 83(1995)-  40 12 47.94945(N)    083 18 23.58191(W)     ADJUSTED  
 AJ2013* NAVD 88     -       296.0    (meters)     971.     (feet)  GPS OBS   
 AJ2013  ___________________________________________________________________
 AJ2013  X           -     568,525.055 (meters)                     COMP
 AJ2013  Y           -  -4,844,402.855 (meters)                     COMP
 AJ2013  Z           -   4,096,271.335 (meters)                     COMP
 AJ2013  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AJ2013  ELLIP HEIGHT-         262.40  (meters)          (10/07/05) GPS OBS
 AJ2013  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AJ2013
 AJ2013  HORZ ORDER  -  FIRST
 AJ2013  ELLP ORDER  -  THIRD     CLASS I
 AJ2013
 AJ2013.The horizontal coordinates were established by GPS observations
 AJ2013.and adjusted by the National Geodetic Survey in March 2001..
 AJ2013
 AJ2013.The orthometric height was determined by GPS observations and a
 AJ2013.high-resolution geoid model.
 AJ2013
 AJ2013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2013
 AJ2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2013
 AJ2013.The ellipsoidal height was determined by GPS observations
 AJ2013.and is referenced to NAD 83.
 AJ2013
 AJ2013.The geoid height was determined by GEOID03.
 AJ2013
 AJ2013;                    North         East     Units Scale Factor Converg.
 AJ2013;SPC OH N     -    61,022.412   531,337.925   MT  1.00004942   -0 31 47.5
 AJ2013;UTM  17      - 4,453,985.564   303,718.646   MT  1.00007428   -1 29 22.8
 AJ2013
 AJ2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2013!SPC OH N     -   0.99995884  x   1.00004942  =   1.00000826
 AJ2013!UTM  17      -   0.99995884  x   1.00007428  =   1.00003311
 AJ2013
 AJ2013|---------------------------------------------------------------------|
 AJ2013| PID    Reference Object                     Distance      Geod. Az  |
 AJ2013|                                                           dddmmss.s |
 AJ2013| AJ2039 10 1 AZ MK                          358.289 METERS 31659     |
 AJ2013|---------------------------------------------------------------------|
 AJ2013
 AJ2013                          SUPERSEDED SURVEY CONTROL
 AJ2013
 AJ2013  ELLIP H (03/16/01)  262.43   (m)                       GP(       ) 3 1
 AJ2013
 AJ2013.Superseded values are not recommended for survey control.
 AJ2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2013.See file dsdata.txt to determine how the superseded data were derived.
 AJ2013
 AJ2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0371953986(NAD 83)
 AJ2013_MARKER: DD = SURVEY DISK
 AJ2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2013_STAMPING: TWP 10 STATION 1
 AJ2013_MARK LOGO: WOOLPT
 AJ2013_PROJECTION: RECESSED 8 CENTIMETERS
 AJ2013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2013+STABILITY: SURFACE MOTION
 AJ2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2013+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2013
 AJ2013  HISTORY     - Date     Condition        Report By
 AJ2013  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2013
 AJ2013                          STATION DESCRIPTION
 AJ2013
 AJ2013'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2013'THE STATION IS LOCATED APPROXIMATELY 5.64 KM (3.5 MI) SOUTHEAST OF
 AJ2013'MARYSVILLE, 12.24 KM (7.6 MI) NORTHWEST OF PLAIN CITY,  AND 39.45  KM
 AJ2013'(24.5 MI)  EAST-NORTHEAST OF URBANA.
 AJ2013'TO REACH THE  STATION FROM THE  JUNCTION OF US ROUTES 36 AND 33 ON
 AJ2013'THE EAST SIDE OF MARYSVILLE,  PROCEED EAST ON US ROUTE 33 FOR 4.35
 AJ2013'KM (2.7 MI) TO THE  JUNCTION WITH SCOTTSLAWN ROAD. THE STATION IS
 AJ2013'LOCATED IN THE GRASS MEDIAN BETWEEN EAST BOUND US ROUTE 33 AND
 AJ2013'THE ON RAMP TO EAST BOUND US ROUTE 33.
 AJ2013'THE STATION IS 39.28 M (128.84 FT) WEST OF THE CENTER OF A CATCH
 AJ2013'BASIN,
 AJ2013'22..70 (74.46 FT) NORTH OF THE EDGE OF PAVEMENT OF THE ON RAMP TO
 AJ2013'EAST BOUND US ROUTE 33,  AND 18.71 M (61.37 FT) SOUTHWEST OF THE
 AJ2013'EDGE OF PAVEMENT OF EAST BOUND US ROUTE 33. THE STATION IS  A
 AJ2013'BRASS UNION COUNTY GPS DISK   STAMPED--TWP 10 STATION 1--  SET IN
 AJ2013'THE TOP OF A 12  INCH DIAMETER CONCRETE MONUMENT WITH AN
 AJ2013'IMBEDDED REBAR. THE STATION IS RECESSED 8 CM.
 AJ2013'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2039 ***********************************************************************
 AJ2039  DESIGNATION -  10 1 AZ MK
 AJ2039  PID         -  AJ2039
 AJ2039  STATE/COUNTY-  OH/UNION
 AJ2039  USGS QUAD   -  MARYSVILLE (1973)
 AJ2039
 AJ2039                         *CURRENT SURVEY CONTROL
 AJ2039  ___________________________________________________________________
 AJ2039* NAD 83(1995)-  40 12 56.44331(N)    083 18 33.91793(W)     ADJUSTED  
 AJ2039* NAVD 88     -       297.6    (meters)     976.     (feet)  GPS OBS   
 AJ2039  ___________________________________________________________________
 AJ2039  X           -     568,262.737 (meters)                     COMP
 AJ2039  Y           -  -4,844,264.576 (meters)                     COMP
 AJ2039  Z           -   4,096,472.463 (meters)                     COMP
 AJ2039  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AJ2039  ELLIP HEIGHT-         264.04  (meters)          (10/07/05) GPS OBS
 AJ2039  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AJ2039
 AJ2039  HORZ ORDER  -  FIRST
 AJ2039  ELLP ORDER  -  THIRD     CLASS I
 AJ2039
 AJ2039.The horizontal coordinates were established by GPS observations
 AJ2039.and adjusted by the National Geodetic Survey in March 2001..
 AJ2039
 AJ2039.The orthometric height was determined by GPS observations and a
 AJ2039.high-resolution geoid model.
 AJ2039
 AJ2039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2039
 AJ2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2039
 AJ2039.The ellipsoidal height was determined by GPS observations
 AJ2039.and is referenced to NAD 83.
 AJ2039
 AJ2039.The geoid height was determined by GEOID03.
 AJ2039
 AJ2039;                    North         East     Units Scale Factor Converg.
 AJ2039;SPC OH N     -    61,286.664   531,095.944   MT  1.00004881   -0 31 54.3
 AJ2039;UTM  17      - 4,454,253.839   303,481.120   MT  1.00007543   -1 29 29.7
 AJ2039
 AJ2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2039!SPC OH N     -   0.99995858  x   1.00004881  =   1.00000739
 AJ2039!UTM  17      -   0.99995858  x   1.00007543  =   1.00003401
 AJ2039
 AJ2039|---------------------------------------------------------------------|
 AJ2039| PID    Reference Object                     Distance      Geod. Az  |
 AJ2039|                                                           dddmmss.s |
 AJ2039| AJ2013 10 1                                358.289 METERS 13659     |
 AJ2039|---------------------------------------------------------------------|
 AJ2039
 AJ2039                          SUPERSEDED SURVEY CONTROL
 AJ2039
 AJ2039  ELLIP H (03/16/01)  264.07   (m)                       GP(       ) 3 1
 AJ2039
 AJ2039.Superseded values are not recommended for survey control.
 AJ2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2039.See file dsdata.txt to determine how the superseded data were derived.
 AJ2039
 AJ2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0348154254(NAD 83)
 AJ2039_MARKER: DD = SURVEY DISK
 AJ2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2039_STAMPING: TWP 10 STATION 1 A
 AJ2039_MARK LOGO: WOOLPT
 AJ2039_PROJECTION: FLUSH
 AJ2039_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2039+STABILITY: SURFACE MOTION
 AJ2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2039+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2039
 AJ2039  HISTORY     - Date     Condition        Report By
 AJ2039  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2039
 AJ2039                          STATION DESCRIPTION
 AJ2039
 AJ2039'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2039'THE STATION IS LOCATED APPROXIMATELY 5.64 KM (3.5 MI) SOUTHEAST OF
 AJ2039'MARYSVILLE 12.24 KM (7.6 MI) NORTHWEST OF PLAIN CITY AND 39.45 KM
 AJ2039'(24.5
 AJ2039'MI) EAST-NORTHEAST OF URBANA.
 AJ2039'TO REACH THE  STATION FROM THE JUNCTION OF US ROUTES 36 AND 33 ON
 AJ2039'THE EAST SIDE OF MARYSVILLE, PROCEED EAST ON US ROUTE 33 FOR 4.03
 AJ2039'KM (2.5 MI) TO THE STATON ON THE LEFT ON THE NORTH SIDE OF US ROUTE
 AJ2039'33. THE STATION IS LOCATED THE GRASS MEDIAN BETWEEN WEST BOUND
 AJ2039'US ROUTE 33 AND THE ON RAMP TO WEST BOUND US ROUTE 33.
 AJ2039'THE STATION IS 74.70 M (245  FT) SOUTHEAST OF THE END OF THE GRASS
 AJ2039'AREA BETWEEN THE ON RAMP TO WEST BOUND US ROUTE 33 AND WEST
 AJ2039'BOUND US ROUTE 33, 29.63 M  (97.2 FT) NORTHWEST OF THE NORTHEAST
 AJ2039'SIGN POST OF A --MERGE--  SIGN, 13.23 M (43.4 FT) SOUTH-SOUTHWEST OF
 AJ2039'THE EDGE OF PAVEMENT OF THE ON RAMP TO WEST BOUND US ROUTE 33,
 AJ2039'AND10.61 M (34.8 FT)  NORTHEAST OF THE EDGE OF PAVEMENT OF WEST
 AJ2039'BOUND US ROUTE 33. THE STATION IS A BRASS UNION COUNTY GPS DISK
 AJ2039'STAMPED--TWP 10 STATION  1-A-- SET IN THE  TOP OF A12 INCH DIAMETER
 AJ2039'CONCRETE MONUMENT WITH AN IMBEDDED REBAR. THE STATION IS SET
 AJ2039'FLUSH WITH THE GROUND.
 AJ2039'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3149 ***********************************************************************
 MB3149  DESIGNATION -  10 BU
 MB3149  PID         -  MB3149
 MB3149  STATE/COUNTY-  OH/CUYAHOGA
 MB3149  USGS QUAD   -  LAKEWOOD (1985)
 MB3149
 MB3149                         *CURRENT SURVEY CONTROL
 MB3149  ___________________________________________________________________
 MB3149* NAD 83(1995)-  41 23 19.16700(N)    081 45 50.36597(W)     ADJUSTED  
 MB3149* NAVD 88     -       258.5    (meters)     848.     (feet)  VERTCON   
 MB3149  ___________________________________________________________________
 MB3149  X           -     686,506.092 (meters)                     COMP
 MB3149  Y           -  -4,742,905.199 (meters)                     COMP
 MB3149  Z           -   4,195,051.138 (meters)                     COMP
 MB3149  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 MB3149  ELLIP HEIGHT-         224.46  (meters)          (10/07/05) GPS OBS
 MB3149  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 MB3149
 MB3149  HORZ ORDER  -  FIRST
 MB3149  ELLP ORDER  -  FOURTH    CLASS I
 MB3149
 MB3149.The horizontal coordinates were established by GPS observations
 MB3149.and adjusted by the National Geodetic Survey in April 1998..
 MB3149
 MB3149.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3149
 MB3149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3149
 MB3149.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3149
 MB3149.The ellipsoidal height was determined by GPS observations
 MB3149.and is referenced to NAD 83.
 MB3149
 MB3149.The geoid height was determined by GEOID03.
 MB3149
 MB3149;                    North         East     Units Scale Factor Converg.
 MB3149;SPC OH N     -   191,481.781   661,555.598   MT  0.99995480   +0 29 00.7
 MB3149;UTM  17      - 4,582,184.759   436,125.895   MT  0.99965021   -0 30 18.5
 MB3149
 MB3149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3149!SPC OH N     -   0.99996479  x   0.99995480  =   0.99991960
 MB3149!UTM  17      -   0.99996479  x   0.99965021  =   0.99961502
 MB3149
 MB3149                          SUPERSEDED SURVEY CONTROL
 MB3149
 MB3149  ELLIP H (04/01/98)  224.50   (m)                       GP(       ) 4 1
 MB3149  NAD 83(1995)-  41 23 19.17334(N)    081 45 50.36655(W) AD(       ) 1
 MB3149  NAD 83(1986)-  41 23 19.17696(N)    081 45 50.36782(W) AD(       ) 1
 MB3149  NGVD 29 (11/06/91)  258.8    (m)          849.     (f) GPS OBS        
 MB3149
 MB3149.Superseded values are not recommended for survey control.
 MB3149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3149.See file dsdata.txt to determine how the superseded data were derived.
 MB3149
 MB3149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3612682185(NAD 83)
 MB3149_MARKER: I = METAL ROD
 MB3149_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3149_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3149_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3149+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1990
 MB3149
 MB3149  HISTORY     - Date     Condition        Report By
 MB3149  HISTORY     - UNK      MONUMENTED
 MB3149  HISTORY     - 19900329 GOOD             AEROS
 MB3149
 MB3149                          STATION DESCRIPTION
 MB3149
 MB3149'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3149'THE STATION IS LOCATED IN PARMA HEIGHTS, AT THE INTERSECTION OF PEARL
 MB3149'ROAD AND YORK ROAD/STUMPH ROAD NORTH.
 MB3149'TO REACH FROM THE INTERSECTION OF PEARL ROAD AND RIDGE ROAD IN
 MB3149'BROOKLYN, GO SOUTHWEST FOR 3.39 KM (2.10 MI) ON PEARL ROAD TO ITS
 MB3149'INTERSECTION WITH YORK ROAD/STUMPH ROAD NORTH AND THE STATION.
 MB3149'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 13 CM BELOW THE ROAD
 MB3149'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3149'CENTERLINE--CENTERLINE OF THE INTERSECTION, 18.98 M (62.3 FT) WEST OF
 MB3149'A TRAFFIC SIGNAL POLE, 12.65 M (41.5 FT) WEST OF A BELL MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3150 ***********************************************************************
 MB3150  DESIGNATION -  10 CD
 MB3150  PID         -  MB3150
 MB3150  STATE/COUNTY-  OH/CUYAHOGA
 MB3150  USGS QUAD   -  BEREA (1984)
 MB3150
 MB3150                         *CURRENT SURVEY CONTROL
 MB3150  ___________________________________________________________________
 MB3150* NAD 83(1995)-  41 21 49.94772(N)    081 45 35.09276(W)     ADJUSTED  
 MB3150* NAVD 88     -       269.7    (meters)     885.     (feet)  VERTCON   
 MB3150  ___________________________________________________________________
 MB3150  X           -     687,119.260 (meters)                     COMP
 MB3150  Y           -  -4,744,663.320 (meters)                     COMP
 MB3150  Z           -   4,192,993.074 (meters)                     COMP
 MB3150  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 MB3150  ELLIP HEIGHT-         235.66  (meters)          (10/07/05) GPS OBS
 MB3150  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 MB3150
 MB3150  HORZ ORDER  -  FIRST
 MB3150  ELLP ORDER  -  FOURTH    CLASS I
 MB3150
 MB3150.The horizontal coordinates were established by GPS observations
 MB3150.and adjusted by the National Geodetic Survey in April 1998..
 MB3150
 MB3150.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3150
 MB3150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3150
 MB3150.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3150
 MB3150.The ellipsoidal height was determined by GPS observations
 MB3150.and is referenced to NAD 83.
 MB3150
 MB3150.The geoid height was determined by GEOID03.
 MB3150
 MB3150;                    North         East     Units Scale Factor Converg.
 MB3150;SPC OH N     -   188,732.567   661,933.773   MT  0.99995247   +0 29 10.7
 MB3150;UTM  17      - 4,579,430.266   436,456.483   MT  0.99964969   -0 30 07.5
 MB3150
 MB3150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3150!SPC OH N     -   0.99996304  x   0.99995247  =   0.99991551
 MB3150!UTM  17      -   0.99996304  x   0.99964969  =   0.99961274
 MB3150
 MB3150                          SUPERSEDED SURVEY CONTROL
 MB3150
 MB3150  ELLIP H (04/01/98)  235.70   (m)                       GP(       ) 4 1
 MB3150  NAD 83(1995)-  41 21 49.95405(N)    081 45 35.09334(W) AD(       ) 1
 MB3150  NAD 83(1986)-  41 21 49.95767(N)    081 45 35.09461(W) AD(       ) 1
 MB3150  NGVD 29 (11/06/91)  269.9    (m)          885.     (f) GPS OBS        
 MB3150
 MB3150.Superseded values are not recommended for survey control.
 MB3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3150.See file dsdata.txt to determine how the superseded data were derived.
 MB3150
 MB3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3645679430(NAD 83)
 MB3150_MARKER: I = METAL ROD
 MB3150_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3150_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3150_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3150+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3150
 MB3150  HISTORY     - Date     Condition        Report By
 MB3150  HISTORY     - UNK      MONUMENTED
 MB3150  HISTORY     - 19900326 GOOD             AEROS
 MB3150
 MB3150                          STATION DESCRIPTION
 MB3150
 MB3150'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3150'STATION IS LOCATED 1.6 KM (1.00 MI) SOUTH OF PARMA HEIGHTS. 3.2 KM
 MB3150'(2.00 MI) EAST OF MIDDLEBURG HEIGHTS, AT THE INTERSECTION OF YORK ROAD
 MB3150'AND PLEASANT VALLEY ROAD.
 MB3150'TO REACH FROM THE INTERSECTION OF PEARL ROAD AND YORK ROAD IN PARMA
 MB3150'HEIGHTS, GO SOUTH FOR 2.9 KM (1.80 MI) ON YORK ROAD TO ITS
 MB3150'INTERSECTION WITH PLEASANT VALLEY ROAD AND THE STATION.
 MB3150'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 16 CM BELOW THE ROAD
 MB3150'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3150'CENTERLINE--CENTERLINE OF THE INTERSECTION, 11.59 M (38.0 FT) S
 MB3150'48-51-20 E OF OM 354 MONUMENT SET IN THE CONCRETE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1032 ***********************************************************************
 JY1032  DESIGNATION -  1000
 JY1032  PID         -  JY1032
 JY1032  STATE/COUNTY-  OH/HIGHLAND
 JY1032  USGS QUAD   -  SARDINIA (1986)
 JY1032
 JY1032                         *CURRENT SURVEY CONTROL
 JY1032  ___________________________________________________________________
 JY1032* NAD 83(1986)-  39 03 39.     (N)    083 45 12.     (W)     SCALED    
 JY1032* NAVD 88     -       304.631  (meters)     999.44   (feet)  ADJUSTED  
 JY1032  ___________________________________________________________________
 JY1032  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JY1032  DYNAMIC HT  -         304.442 (meters)     998.82  (feet)  COMP
 JY1032  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 JY1032
 JY1032  VERT ORDER  -  SECOND    CLASS 0
 JY1032
 JY1032.The horizontal coordinates were scaled from a topographic map and have
 JY1032.an estimated accuracy of +/- 6 seconds.
 JY1032
 JY1032.The orthometric height was determined by differential leveling
 JY1032.and adjusted by the National Geodetic Survey in June 1991..
 JY1032
 JY1032.The geoid height was determined by GEOID03.
 JY1032
 JY1032.The dynamic height is computed by dividing the NAVD 88
 JY1032.geopotential number by the normal gravity value computed on the
 JY1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1032.degrees latitude (g = 980.6199 gals.).
 JY1032
 JY1032.The modeled gravity was interpolated from observed gravity values.
 JY1032
 JY1032;                    North         East    Units  Estimated Accuracy
 JY1032;SPC OH S     -   118,520.      491,530.      MT  (+/- 180 meters Scaled)
 JY1032
 JY1032                          SUPERSEDED SURVEY CONTROL
 JY1032
 JY1032  NGVD 29 (??/??/92)  304.809  (m)         1000.03   (f) ADJ UNCH    2 0
 JY1032
 JY1032.Superseded values are not recommended for survey control.
 JY1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1032.See file dsdata.txt to determine how the superseded data were derived.
 JY1032
 JY1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD617271(NAD 83)
 JY1032_MARKER: R = RIVET
 JY1032_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JY1032_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JY1032_STAMPING: OHIO 1000
 JY1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1032
 JY1032  HISTORY     - Date     Condition        Report By
 JY1032  HISTORY     - UNK      MONUMENTED       USGS
 JY1032  HISTORY     - 1934     GOOD             NGS
 JY1032
 JY1032                          STATION DESCRIPTION
 JY1032
 JY1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY1032'1.3 MI N FROM MOWRYSTOWN.
 JY1032'1.3 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY1032'STATION AT MOWRYSTOWN, HIGHLAND COUNTY, 135 YARDS SOUTH OF
 JY1032'MILEPOST S 5, 29 FEET SOUTHEAST OF THE EAST RAIL AT THE CROSSING
 JY1032'OF THE CENTERLINE OF A COUNTY GRAVEL ROAD, 23 FEET EAST OF THE
 JY1032'EAST RAIL, 2 FEET SOUTHWEST OF THE FENCE CORNER, AND ABOUT 2 FEET
 JY1032'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 JY1032'STANDARD DISK, STAMPED OHIO 1000 AND RIVETED ON THE TOP OF A
 JY1032'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0731 ***********************************************************************
 JZ0731  DESIGNATION -  1000
 JZ0731  PID         -  JZ0731
 JZ0731  STATE/COUNTY-  OH/HAMILTON
 JZ0731  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0731
 JZ0731                         *CURRENT SURVEY CONTROL
 JZ0731  ___________________________________________________________________
 JZ0731* NAD 83(1986)-  39 08 02.     (N)    084 37 19.     (W)     SCALED    
 JZ0731* NAVD 88     -       246.905  (meters)     810.05   (feet)  ADJUSTED  
 JZ0731  ___________________________________________________________________
 JZ0731  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0731  DYNAMIC HT  -         246.749 (meters)     809.54  (feet)  COMP
 JZ0731  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 JZ0731
 JZ0731  VERT ORDER  -  FIRST     CLASS II
 JZ0731
 JZ0731.The horizontal coordinates were scaled from a topographic map and have
 JZ0731.an estimated accuracy of +/- 6 seconds.
 JZ0731
 JZ0731.The orthometric height was determined by differential leveling
 JZ0731.and adjusted by the National Geodetic Survey in June 1991..
 JZ0731
 JZ0731.The geoid height was determined by GEOID03.
 JZ0731
 JZ0731.The dynamic height is computed by dividing the NAVD 88
 JZ0731.geopotential number by the normal gravity value computed on the
 JZ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0731.degrees latitude (g = 980.6199 gals.).
 JZ0731
 JZ0731.The modeled gravity was interpolated from observed gravity values.
 JZ0731
 JZ0731;                    North         East    Units  Estimated Accuracy
 JZ0731;SPC OH S     -   128,030.      416,560.      MT  (+/- 180 meters Scaled)
 JZ0731
 JZ0731                          SUPERSEDED SURVEY CONTROL
 JZ0731
 JZ0731  NGVD 29 (??/??/92)  247.088  (m)          810.65   (f) ADJ UNCH    1 2
 JZ0731
 JZ0731.Superseded values are not recommended for survey control.
 JZ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0731.See file dsdata.txt to determine how the superseded data were derived.
 JZ0731
 JZ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ055343(NAD 83)
 JZ0731_MARKER: DD = SURVEY DISK
 JZ0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0731_STAMPING: 1000 47
 JZ0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0731+STABILITY: SURFACE MOTION
 JZ0731
 JZ0731  HISTORY     - Date     Condition        Report By
 JZ0731  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0731  HISTORY     - 1947     GOOD             NGS
 JZ0731
 JZ0731                          STATION DESCRIPTION
 JZ0731
 JZ0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0731'AT CINCINNATI.
 JZ0731'AT CINCINNATI, AT THE SOUTHWEST CORNER OF MUDDY CREEK ROAD AND
 JZ0731'LINNEMAN ROAD, 19.2 FEET SOUTH OF THE CENTERLINE OF MUDDY CREEK
 JZ0731'ROAD, 24.1 FEET WEST OF THE CENTERLINE OF LINNEMAN ROAD, 1 FOOT
 JZ0731'BELOW THE CENTERLINE OF MUDDY CREEK ROAD A CONCRETE POST SET
 JZ0731'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HZ0017 ***********************************************************************
 HZ0017  DESIGNATION -  100+00
 HZ0017  PID         -  HZ0017
 HZ0017  STATE/COUNTY-  OH/BROWN
 HZ0017  USGS QUAD   -  BETHEL (1992)
 HZ0017
 HZ0017                         *CURRENT SURVEY CONTROL
 HZ0017  ___________________________________________________________________
 HZ0017* NAD 83(1986)-  38 55 53.     (N)    084 00 08.     (W)     SCALED    
 HZ0017* NAVD 88     -       288.04   (+/-2cm)     945.0    (feet)  VERTCON   
 HZ0017  ___________________________________________________________________
 HZ0017  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HZ0017
 HZ0017  VERT ORDER  -  ? (See Below)
 HZ0017
 HZ0017.The horizontal coordinates were scaled from a topographic map and have
 HZ0017.an estimated accuracy of +/- 6 seconds.
 HZ0017
 HZ0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0017.The vertical order pertains to the NGVD 29 superseded value.
 HZ0017
 HZ0017.The geoid height was determined by GEOID03.
 HZ0017
 HZ0017;                    North         East    Units  Estimated Accuracy
 HZ0017;SPC OH S     -   104,480.      469,750.      MT  (+/- 180 meters Scaled)
 HZ0017
 HZ0017                          SUPERSEDED SURVEY CONTROL
 HZ0017
 HZ0017  NGVD 29 (??/??/92)  288.230  (m)          945.63   (f) ADJ UNCH    ?  
 HZ0017
 HZ0017.Superseded values are not recommended for survey control.
 HZ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0017.See file dsdata.txt to determine how the superseded data were derived.
 HZ0017
 HZ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ598134(NAD 83)
 HZ0017_MARKER: DD = SURVEY DISK
 HZ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0017_STAMPING: 100+00 30
 HZ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0017+STABILITY: SURFACE MOTION
 HZ0017
 HZ0017  HISTORY     - Date     Condition        Report By
 HZ0017  HISTORY     - 1935     MONUMENTED       OHHD
 HZ0017  HISTORY     - 1935     GOOD             NGS
 HZ0017  HISTORY     - 1968     MARK NOT FOUND   NGS
 HZ0017
 HZ0017                          STATION DESCRIPTION
 HZ0017
 HZ0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ0017'1 MI NW FROM HAMERSVILLE.
 HZ0017'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 125 FROM THE
 HZ0017'INTERSECTION OF ORCHARD STREET AT HAMERSVILLE, BROWN COUNTY, 44
 HZ0017'YARDS NORTHWEST OF THE NORTHWEST SIDE OF A 2-STORY FARMHOUSE,
 HZ0017'2 YARDS SOUTHEAST OF THE SOUTHEAST SIDE OF A FRAME BARN, 9 YARDS
 HZ0017'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2 YARDS NORTHWEST
 HZ0017'OF POWER POLE 358, AND ABOUT 1-1/2 FEET LOWER THAN THE ROADWAY.
 HZ0017'AN OHIO STATE HIGHWAY DEPARTMENT STANDARD RIGHT-OF-WAY DISK,
 HZ0017'STAMPED 100+00 30 AND SET IN THE TOP OF A CONCRETE POST.
 HZ0017
 HZ0017                          STATION RECOVERY (1968)
 HZ0017
 HZ0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HZ0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0126 ***********************************************************************
 LA0126  DESIGNATION -  1001
 LA0126  PID         -  LA0126
 LA0126  STATE/COUNTY-  OH/SHELBY
 LA0126  USGS QUAD   -  FORT LORAMIE (1973)
 LA0126
 LA0126                         *CURRENT SURVEY CONTROL
 LA0126  ___________________________________________________________________
 LA0126* NAD 83(1995)-  40 16 18.08418(N)    084 16 23.71968(W)     ADJUSTED  
 LA0126* NAVD 88     -       305.406  (meters)    1001.99   (feet)  ADJUSTED  
 LA0126  ___________________________________________________________________
 LA0126  X           -     486,295.290 (meters)                     COMP
 LA0126  Y           -  -4,849,146.315 (meters)                     COMP
 LA0126  Z           -   4,101,225.422 (meters)                     COMP
 LA0126  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 LA0126  ELLIP HEIGHT-         272.43  (meters)          (04/01/98) GPS OBS
 LA0126  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LA0126  DYNAMIC HT  -         305.254 (meters)    1001.49  (feet)  COMP
 LA0126  MODELED GRAV-     980,120.4   (mgal)                       NAVD 88
 LA0126
 LA0126  HORZ ORDER  -  THIRD
 LA0126  VERT ORDER  -  SECOND    CLASS 0
 LA0126  ELLP ORDER  -  FOURTH    CLASS I
 LA0126
 LA0126.The horizontal coordinates were established by GPS observations
 LA0126.and adjusted by the National Geodetic Survey in April 1998..
 LA0126
 LA0126.The orthometric height was determined by differential leveling
 LA0126.and adjusted by the National Geodetic Survey in June 1991..
 LA0126
 LA0126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0126
 LA0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0126
 LA0126.The ellipsoidal height was determined by GPS observations
 LA0126.and is referenced to NAD 83.
 LA0126
 LA0126.The geoid height was determined by GEOID03.
 LA0126
 LA0126.The dynamic height is computed by dividing the NAVD 88
 LA0126.geopotential number by the normal gravity value computed on the
 LA0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0126.degrees latitude (g = 980.6199 gals.).
 LA0126
 LA0126.The modeled gravity was interpolated from observed gravity values.
 LA0126
 LA0126;                    North         East     Units Scale Factor Converg.
 LA0126;SPC OH N     -    68,719.916   449,181.847   MT  1.00003489   -1 09 53.8
 LA0126;UTM  16      - 4,461,480.462   731,843.561   MT  1.00026172   +1 45 48.2
 LA0126
 LA0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0126!SPC OH N     -   0.99995726  x   1.00003489  =   0.99999215
 LA0126!UTM  16      -   0.99995726  x   1.00026172  =   1.00021897
 LA0126
 LA0126                          SUPERSEDED SURVEY CONTROL
 LA0126
 LA0126  NAD 83(1986)-  40 16 18.09144(N)    084 16 23.72900(W) AD(       ) 3
 LA0126  NAD 27      -  40 16 17.90241(N)    084 16 23.91663(W) AD(       ) 3
 LA0126  NGVD 29 (??/??/92)  305.602  (m)         1002.63   (f) ADJ UNCH    2 0
 LA0126
 LA0126.Superseded values are not recommended for survey control.
 LA0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0126.See file dsdata.txt to determine how the superseded data were derived.
 LA0126
 LA0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK3184461480(NAD 83)
 LA0126_MARKER: DD = SURVEY DISK
 LA0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0126_SP_SET: BACK WALL
 LA0126_MARK LOGO: USGS  
 LA0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0126+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 LA0126
 LA0126  HISTORY     - Date     Condition        Report By
 LA0126  HISTORY     - UNK      MONUMENTED       USGS
 LA0126  HISTORY     - 1934     GOOD             NGS
 LA0126  HISTORY     - 1986     GOOD             NGS
 LA0126  HISTORY     - 19870909 GOOD
 LA0126  HISTORY     - 20030806 GOOD             WOOLPT
 LA0126
 LA0126                          STATION DESCRIPTION
 LA0126
 LA0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0126'3.8 MI E FROM HOUSTON.
 LA0126'3.8 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0126'ST. LOUIS RAILWAY FROM THE STATION AT HOUSTON, SHELBY COUNTY,
 LA0126'AT THE FIRST OVERHEAD CROSSING EAST OF THE TOWER AT LAMB, IN THE
 LA0126'TOP OF THE NORTHEAST CORNER OF A CONCRETE BACKWALL, 10 FEET
 LA0126'EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE
 LA0126'ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
 LA0126
 LA0126                          STATION RECOVERY (1986)
 LA0126
 LA0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LA0126'STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF PIQUA, 6 MILES
 LA0126'WEST OF SIDNEY, 1.2 MILES SOUTH OF STATE HIGHWAY 47, IN A BRIDGE
 LA0126'ABUTMENT OVER A RAILROAD TRACK. OWNERSHIP OHIO DEPARTMENT OF
 LA0126'TRANSPORTATION.
 LA0126'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY
 LA0126'47 (EXIT 92) WEST OF SIDNEY, GO WEST ON HIGHWAY 47 FOR 3.1 MILES TO
 LA0126'THE HARDIN-HOUSTON ELEMENTARY SCHOOL ON THE RIGHT. CONTINUE WEST FOR
 LA0126'1.7 MILE TO THE ENTRANCE TO THE SHELBY MEMORIAL GARDENS ON THE RIGHT.
 LA0126'CONTINUE WEST FOR 0.05 MILE TO A PAVED ROAD LEFT. TURN LEFT, SOUTH,
 LA0126'ON PATTERSON-HALPIN ROAD FOR 1.2 MILES TO THE NORTH END OF BRIDGE AND
 LA0126'STATION ON THE LEFT.
 LA0126'STATION MARK IS A STANDARD US GEOLOGICAL SURVEY DISK (STAMPING, IF
 LA0126'ANY, IS ILLEGIBLE DUE TO VANDALISM) SET IN THE CENTER OF THE 0.5 METER
 LA0126'SQUARE NORTHEAST ABUTMENT. IT IS 3.3 METERS EAST OF, AND LEVEL  WITH
 LA0126'THE ROAD CENTER, AND 0.5 METERS EAST OF THE NORTH END OF THE
 LA0126'RAILING.
 LA0126'DESCRIED BY G.R. HEID.  TYPED BY JAMES MALONEY 9/09/87.
 LA0126
 LA0126                          STATION RECOVERY (1987)
 LA0126
 LA0126'RECOVERED 1987
 LA0126'RECOVERED IN GOOD CONDITION.
 LA0126
 LA0126                          STATION RECOVERY (2003)
 LA0126
 LA0126'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 LA0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0732 ***********************************************************************
 JZ0732  DESIGNATION -  1001
 JZ0732  PID         -  JZ0732
 JZ0732  STATE/COUNTY-  OH/HAMILTON
 JZ0732  USGS QUAD   -  ADDYSTON (1987)
 JZ0732
 JZ0732                         *CURRENT SURVEY CONTROL
 JZ0732  ___________________________________________________________________
 JZ0732* NAD 83(1986)-  39 08 04.     (N)    084 37 39.     (W)     SCALED    
 JZ0732* NAVD 88     -       251.493  (meters)     825.11   (feet)  ADJUSTED  
 JZ0732  ___________________________________________________________________
 JZ0732  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0732  DYNAMIC HT  -         251.334 (meters)     824.59  (feet)  COMP
 JZ0732  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 JZ0732
 JZ0732  VERT ORDER  -  FIRST     CLASS II
 JZ0732
 JZ0732.The horizontal coordinates were scaled from a topographic map and have
 JZ0732.an estimated accuracy of +/- 6 seconds.
 JZ0732
 JZ0732.The orthometric height was determined by differential leveling
 JZ0732.and adjusted by the National Geodetic Survey in June 1991..
 JZ0732
 JZ0732.The geoid height was determined by GEOID03.
 JZ0732
 JZ0732.The dynamic height is computed by dividing the NAVD 88
 JZ0732.geopotential number by the normal gravity value computed on the
 JZ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0732.degrees latitude (g = 980.6199 gals.).
 JZ0732
 JZ0732.The modeled gravity was interpolated from observed gravity values.
 JZ0732
 JZ0732;                    North         East    Units  Estimated Accuracy
 JZ0732;SPC OH S     -   128,110.      416,080.      MT  (+/- 180 meters Scaled)
 JZ0732
 JZ0732                          SUPERSEDED SURVEY CONTROL
 JZ0732
 JZ0732  NGVD 29 (??/??/92)  251.676  (m)          825.71   (f) ADJ UNCH    1 2
 JZ0732
 JZ0732.Superseded values are not recommended for survey control.
 JZ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0732.See file dsdata.txt to determine how the superseded data were derived.
 JZ0732
 JZ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ050343(NAD 83)
 JZ0732_MARKER: DD = SURVEY DISK
 JZ0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0732_STAMPING: 1001 47
 JZ0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0732+STABILITY: SURFACE MOTION
 JZ0732
 JZ0732  HISTORY     - Date     Condition        Report By
 JZ0732  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0732  HISTORY     - 1947     GOOD             NGS
 JZ0732
 JZ0732                          STATION DESCRIPTION
 JZ0732
 JZ0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0732'AT CINCINNATI.
 JZ0732'0.3 MILE WEST OF LINNEMAN ROAD ALONG MUDDY CREEK ROAD.  0.1
 JZ0732'MILE WEST OF 30-FOOT CONCRETE BRIDGE, 160.0 FEET WEST OF CENTER
 JZ0732'LINE OF DRIVEWAY LEADING NORTH, 53.5 FEET NORTHEAST AND ACROSS
 JZ0732'ROAD FROM POLE H 45383, 18.5 NORTH OF CENTER LINE OF MUDDY CREEK
 JZ0732'ROAD.  ABOUT LEVEL WITH THE ROAD, A CONCRETE POST FLUSH WITH
 JZ0732'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6389 ***********************************************************************
 AA6389  DESIGNATION -  1001
 AA6389  PID         -  AA6389
 AA6389  STATE/COUNTY-  OH/BUTLER
 AA6389  USGS QUAD   -  SHANDON (1981)
 AA6389
 AA6389                         *CURRENT SURVEY CONTROL
 AA6389  ___________________________________________________________________
 AA6389* NAD 83(1995)-  39 18 47.50202(N)    084 37 55.88919(W)     ADJUSTED  
 AA6389* NAVD 88     -       172.2    (meters)     565.     (feet)  GPS OBS   
 AA6389  ___________________________________________________________________
 AA6389  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AA6389  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AA6389
 AA6389  HORZ ORDER  -  FIRST
 AA6389
 AA6389.The horizontal coordinates were established by GPS observations
 AA6389.and adjusted by the National Geodetic Survey in April 1998..
 AA6389
 AA6389.The orthometric height was determined by GPS observations and a
 AA6389.high-resolution geoid model.
 AA6389
 AA6389.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6389
 AA6389.The geoid height was determined by GEOID03.
 AA6389
 AA6389;                    North         East     Units Scale Factor Converg.
 AA6389;SPC OH S     -   147,952.681   416,141.700   MT  0.99993668   -1 21 10.5
 AA6389;UTM  16      - 4,354,206.360   704,137.310   MT  1.00011312   +1 30 02.4
 AA6389
 AA6389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6389!SPC OH S     -   0.99997826  x   0.99993668  =   0.99991494
 AA6389!UTM  16      -   0.99997826  x   1.00011312  =   1.00009138
 AA6389
 AA6389                          SUPERSEDED SURVEY CONTROL
 AA6389
 AA6389  NAD 83(1995)-  39 18 47.50920(N)    084 37 55.89821(W) AD(       ) 1
 AA6389  NAD 83(1986)-  39 18 47.50711(N)    084 37 55.89893(W) AD(       ) 1
 AA6389
 AA6389.Superseded values are not recommended for survey control.
 AA6389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6389.See file dsdata.txt to determine how the superseded data were derived.
 AA6389
 AA6389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0413754206(NAD 83)
 AA6389_MARKER: DD = SURVEY DISK
 AA6389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6389_STAMPING: 1001 1990
 AA6389_MARK LOGO: BUTCOE
 AA6389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6389+STABILITY: SURFACE MOTION
 AA6389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6389+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA6389
 AA6389  HISTORY     - Date     Condition        Report By
 AA6389  HISTORY     - 1990     MONUMENTED       WOOLPT
 AA6389
 AA6389                          STATION DESCRIPTION
 AA6389
 AA6389'DESCRIBED BY WOOLPERT CONSULTANTS 1990 (TW)
 AA6389'STATION 1001 IS LOCATED IN THE GRASS MEDIAN OF HIGHWAY 27 ON THE NORTH
 AA6389'BANK SIDE OF THE MIAMI RIVER, OPPOSITE A HAMILTON COUNTY LINE SIGN AND
 AA6389'BEING 7.7' EAST OF THE EAST EDGE OF THE SOUTH BOUND LANE OF SAID
 AA6389'HIGHWAY 27. THE STATION IS FURTHER DESCRIBED AS BEING 15.75' NORTHWEST
 AA6389'OF A CONCRETE REFERENCE MONUMENT THAT IS STAMPED RM 1, 12.85'
 AA6389'SOUTHWEST OF A CONCRETE REFERENCE MONUMENT THAT IS STAMPED RM 2 AND
 AA6389'18.50' SOUTHWEST OF AN IRON PIN STAMPED RM 3. STATION 1001 IS A BRASS
 AA6389'DISK SET IN CONCRETE AND STAMPED 1001 SET 1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1946 ***********************************************************************
 KY1946  DESIGNATION -  1001.00
 KY1946  PID         -  KY1946
 KY1946  STATE/COUNTY-  OH/STARK
 KY1946  USGS QUAD   -  WILMOT (1994)
 KY1946
 KY1946                         *CURRENT SURVEY CONTROL
 KY1946  ___________________________________________________________________
 KY1946* NAD 83(1986)-  40 43 46.     (N)    081 38 16.     (W)     SCALED    
 KY1946* NAVD 88     -       304.928  (meters)    1000.42   (feet)  ADJUSTED  
 KY1946  ___________________________________________________________________
 KY1946  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KY1946  DYNAMIC HT  -         304.786 (meters)     999.95  (feet)  COMP
 KY1946  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 KY1946
 KY1946  VERT ORDER  -  SECOND    CLASS 0
 KY1946
 KY1946.The horizontal coordinates were scaled from a topographic map and have
 KY1946.an estimated accuracy of +/- 6 seconds.
 KY1946
 KY1946.The orthometric height was determined by differential leveling
 KY1946.and adjusted by the National Geodetic Survey in June 1991..
 KY1946
 KY1946.The geoid height was determined by GEOID03.
 KY1946
 KY1946.The dynamic height is computed by dividing the NAVD 88
 KY1946.geopotential number by the normal gravity value computed on the
 KY1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1946.degrees latitude (g = 980.6199 gals.).
 KY1946
 KY1946.The modeled gravity was interpolated from observed gravity values.
 KY1946
 KY1946;                    North         East    Units  Estimated Accuracy
 KY1946;SPC OH N     -   118,380.      672,840.      MT  (+/- 180 meters Scaled)
 KY1946
 KY1946                          SUPERSEDED SURVEY CONTROL
 KY1946
 KY1946  NGVD 29 (??/??/92)  305.141  (m)         1001.12   (f) ADJ UNCH    2 0
 KY1946
 KY1946.Superseded values are not recommended for survey control.
 KY1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1946.See file dsdata.txt to determine how the superseded data were derived.
 KY1946
 KY1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF461089(NAD 83)
 KY1946_MARKER: DD = SURVEY DISK
 KY1946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1946_SP_SET: BRIDGE
 KY1946_STAMPING: 1001.00
 KY1946_MARK LOGO: OH-151
 KY1946_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1946
 KY1946  HISTORY     - Date     Condition        Report By
 KY1946  HISTORY     - 1959     MONUMENTED       OH-151
 KY1946  HISTORY     - 1959     GOOD             CGS
 KY1946  HISTORY     - 19921120 GOOD             OHDT
 KY1946  HISTORY     - 20041106 GOOD             USPSQD
 KY1946
 KY1946                          STATION DESCRIPTION
 KY1946
 KY1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1946'1.1 MI W FROM ELTON.
 KY1946'ABOUT 1.1 MILES WEST ALONG A BLACK TOP ROAD FROM THE BLACK TOP
 KY1946'ROAD CROSSING AT ELTON, 0.1 MILE WEST OF A BLACK TOP ROAD CROSSING,
 KY1946'SET IN THE TOP AND NEAR THE CENTER OF THE NORTH GUARD RAIL
 KY1946'BASE OF A 20-FOOT CONCRETE AND STONE BRIDGE OVER A SMALL STREAM,
 KY1946'12 FEET NORTH OF CENTER LINE OF ROAD, 9 1/2 FEET WEST OF NORTHEAST
 KY1946'CORNER OF BRIDGE AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
 KY1946
 KY1946                          STATION RECOVERY (1992)
 KY1946
 KY1946'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992 (SJ)
 KY1946'RECOVERED IN GOOD CONDITION.
 KY1946
 KY1946                          STATION RECOVERY (2004)
 KY1946
 KY1946'RECOVERY NOTE BY US POWER SQUADRON 2004
 KY1946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1685 ***********************************************************************
 KY1685  DESIGNATION -  1001.30
 KY1685  PID         -  KY1685
 KY1685  STATE/COUNTY-  OH/STARK
 KY1685  USGS QUAD   -  NAVARRE (1994)
 KY1685
 KY1685                         *CURRENT SURVEY CONTROL
 KY1685  ___________________________________________________________________
 KY1685* NAD 83(1986)-  40 42 14.     (N)    081 34 54.     (W)     SCALED    
 KY1685* NAVD 88     -       304.967  (meters)    1000.55   (feet)  ADJUSTED  
 KY1685  ___________________________________________________________________
 KY1685  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KY1685  DYNAMIC HT  -         304.825 (meters)    1000.08  (feet)  COMP
 KY1685  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 KY1685
 KY1685  VERT ORDER  -  SECOND    CLASS 0
 KY1685
 KY1685.The horizontal coordinates were scaled from a topographic map and have
 KY1685.an estimated accuracy of +/- 6 seconds.
 KY1685
 KY1685.The orthometric height was determined by differential leveling
 KY1685.and adjusted by the National Geodetic Survey in June 1991..
 KY1685
 KY1685.The geoid height was determined by GEOID03.
 KY1685
 KY1685.The dynamic height is computed by dividing the NAVD 88
 KY1685.geopotential number by the normal gravity value computed on the
 KY1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1685.degrees latitude (g = 980.6199 gals.).
 KY1685
 KY1685.The modeled gravity was interpolated from observed gravity values.
 KY1685
 KY1685;                    North         East    Units  Estimated Accuracy
 KY1685;SPC OH N     -   115,590.      677,600.      MT  (+/- 180 meters Scaled)
 KY1685
 KY1685                          SUPERSEDED SURVEY CONTROL
 KY1685
 KY1685  NGVD 29 (??/??/92)  305.179  (m)         1001.24   (f) ADJ UNCH    2 0
 KY1685
 KY1685.Superseded values are not recommended for survey control.
 KY1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1685.See file dsdata.txt to determine how the superseded data were derived.
 KY1685
 KY1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF508060(NAD 83)
 KY1685_MARKER: DD = SURVEY DISK
 KY1685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1685_SP_SET: BUILDING
 KY1685_STAMPING: 1001.30
 KY1685_MARK LOGO: OH-151
 KY1685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1685
 KY1685  HISTORY     - Date     Condition        Report By
 KY1685  HISTORY     - 1959     MONUMENTED       OH-151
 KY1685  HISTORY     - 1959     GOOD             CGS
 KY1685  HISTORY     - 19910721 GOOD             OHDT
 KY1685
 KY1685                          STATION DESCRIPTION
 KY1685
 KY1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1685'IN JUSTUS.
 KY1685'AT JUSTUS, ABOUT 0.15 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO
 KY1685'RAILROAD FROM THE CROSSING OF U.S. HIGHWAY 62, 105 YARDS
 KY1685'WEST-NORTHWEST OF THE MAIN TRACK, ACROSS THE TRACK FROM AND
 KY1685'BETWEEN MILEAGE POLES 87+18 AND 87+19, 123 FEET EAST OF THE CENTER
 KY1685'LINE OF U.S. HIGHWAY 62, SET VERTICALLY IN THE WEST FACE OF STONE
 KY1685'UPRIGHT OF SCHOOL BUILDING, 13 FEET SOUTH OF THE CENTER OF MAIN
 KY1685'(WEST) ENTRANCE, 1 FOOT ABOVE THE FLOOR OF ENTRANCE, NOTE-- ROD
 KY1685'WAS HELD ON HORIZONTAL SURFACE OF FILED OF PORTION OF KNOB ON
 KY1685'CENTER OF DISK.
 KY1685
 KY1685                          STATION RECOVERY (1991)
 KY1685
 KY1685'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0735 ***********************************************************************
 JZ0735  DESIGNATION -  1002
 JZ0735  PID         -  JZ0735
 JZ0735  STATE/COUNTY-  OH/HAMILTON
 JZ0735  USGS QUAD   -  ADDYSTON (1987)
 JZ0735
 JZ0735                         *CURRENT SURVEY CONTROL
 JZ0735  ___________________________________________________________________
 JZ0735* NAD 83(1986)-  39 08 03.     (N)    084 38 59.     (W)     SCALED    
 JZ0735* NAVD 88     -       224.546  (meters)     736.70   (feet)  ADJUSTED  
 JZ0735  ___________________________________________________________________
 JZ0735  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0735  DYNAMIC HT  -         224.404 (meters)     736.23  (feet)  COMP
 JZ0735  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JZ0735
 JZ0735  VERT ORDER  -  FIRST     CLASS II
 JZ0735
 JZ0735.The horizontal coordinates were scaled from a topographic map and have
 JZ0735.an estimated accuracy of +/- 6 seconds.
 JZ0735
 JZ0735.The orthometric height was determined by differential leveling
 JZ0735.and adjusted by the National Geodetic Survey in June 1991..
 JZ0735
 JZ0735.The geoid height was determined by GEOID03.
 JZ0735
 JZ0735.The dynamic height is computed by dividing the NAVD 88
 JZ0735.geopotential number by the normal gravity value computed on the
 JZ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0735.degrees latitude (g = 980.6199 gals.).
 JZ0735
 JZ0735.The modeled gravity was interpolated from observed gravity values.
 JZ0735
 JZ0735;                    North         East    Units  Estimated Accuracy
 JZ0735;SPC OH S     -   128,120.      414,160.      MT  (+/- 180 meters Scaled)
 JZ0735
 JZ0735                          SUPERSEDED SURVEY CONTROL
 JZ0735
 JZ0735  NGVD 29 (??/??/92)  224.731  (m)          737.30   (f) ADJ UNCH    1 2
 JZ0735
 JZ0735.Superseded values are not recommended for survey control.
 JZ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0735.See file dsdata.txt to determine how the superseded data were derived.
 JZ0735
 JZ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ031342(NAD 83)
 JZ0735_MARKER: DD = SURVEY DISK
 JZ0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0735_STAMPING: 1002 47
 JZ0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0735+STABILITY: SURFACE MOTION
 JZ0735
 JZ0735  HISTORY     - Date     Condition        Report By
 JZ0735  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0735  HISTORY     - 1947     GOOD             NGS
 JZ0735
 JZ0735                          STATION DESCRIPTION
 JZ0735
 JZ0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0735'AT CINCINNATI.
 JZ0735'1.75 MILES SOUTHWEST OF LINNEMAN ROAD ALONG MUDDY CREEK ROAD.
 JZ0735'ABOUT 0.1 MILE NORTHEAST OF EBENEZER ROAD, 16.2 FT SOUTH OF
 JZ0735'CENTER LINE OF MUDDY CREEK ROAD, 13.8 FEET SOUTHWEST OF POLE
 JZ0735'44557, 16.3 FEET WEST OF WEST END OF GUARD RAIL.  A CONCRETE
 JZ0735'POST SET FLUSH WITH GROUND AND LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6388 ***********************************************************************
 AA6388  DESIGNATION -  1002
 AA6388  PID         -  AA6388
 AA6388  STATE/COUNTY-  OH/BUTLER
 AA6388  USGS QUAD   -  SHANDON (1981)
 AA6388
 AA6388                         *CURRENT SURVEY CONTROL
 AA6388  ___________________________________________________________________
 AA6388* NAD 83(1995)-  39 18 22.59310(N)    084 38 43.95358(W)     ADJUSTED  
 AA6388* NAVD 88     -       167.4    (meters)     549.     (feet)  GPS OBS   
 AA6388  ___________________________________________________________________
 AA6388  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AA6388  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AA6388
 AA6388  HORZ ORDER  -  FIRST
 AA6388
 AA6388.The horizontal coordinates were established by GPS observations
 AA6388.and adjusted by the National Geodetic Survey in April 1998..
 AA6388
 AA6388.The orthometric height was determined by GPS observations and a
 AA6388.high-resolution geoid model.
 AA6388
 AA6388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6388
 AA6388.The geoid height was determined by GEOID03.
 AA6388
 AA6388;                    North         East     Units Scale Factor Converg.
 AA6388;SPC OH S     -   147,212.043   414,972.395   MT  0.99993683   -1 21 41.0
 AA6388;UTM  16      - 4,353,408.292   703,006.129   MT  1.00010745   +1 29 31.1
 AA6388
 AA6388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6388!SPC OH S     -   0.99997902  x   0.99993683  =   0.99991586
 AA6388!UTM  16      -   0.99997902  x   1.00010745  =   1.00008647
 AA6388
 AA6388                          SUPERSEDED SURVEY CONTROL
 AA6388
 AA6388  NAD 83(1995)-  39 18 22.60028(N)    084 38 43.96260(W) AD(       ) 1
 AA6388  NAD 83(1986)-  39 18 22.59819(N)    084 38 43.96332(W) AD(       ) 1
 AA6388
 AA6388.Superseded values are not recommended for survey control.
 AA6388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6388.See file dsdata.txt to determine how the superseded data were derived.
 AA6388
 AA6388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0300653408(NAD 83)
 AA6388_MARKER: DD = SURVEY DISK
 AA6388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6388_STAMPING: 1002 1990
 AA6388_MARK LOGO: BUTCOE
 AA6388_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6388+STABILITY: SURFACE MOTION
 AA6388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6388+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA6388
 AA6388  HISTORY     - Date     Condition        Report By
 AA6388  HISTORY     - 1990     MONUMENTED       WOOLPT
 AA6388
 AA6388                          STATION DESCRIPTION
 AA6388
 AA6388'DESCRIBED BY WOOLPERT CONSULTANTS 1990 (TW)
 AA6388'STATION 1002 IS LOCATED 0.5 MILESOUTHEAST OF THE INTERSECTION OF
 AA6388'CINCINNATI-BROOKVILLE ROAD AND HIGHWAY 128, ON THE SOUTHWEST SIDE OF
 AA6388'SAID CINCINNATI-BROOKVILLE ROAD, 3.9' WEST OF THE WEST EDGE OF SAID
 AA6388'ROAD. THE STATION IS FURTHER DESCRIBED AS BEING 18.35' NORTHEAST OF A
 AA6388'CONCRETE REFERENCE MONUMENT THAT IS STAMPED RM 1, 27.65' SOUTHEAST OF
 AA6388'A CONCRETE REFERENCE MONUMENT THAT IS STAMPED RM 2 AND 30.40'
 AA6388'SOUTHWEST OF AN IRON PIN STAMPED RM 3. STATION 1002 IS A BRASS DISK
 AA6388'SET IN CONCRETE AND STAMPED 1002 SET 1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0739 ***********************************************************************
 JZ0739  DESIGNATION -  1003
 JZ0739  PID         -  JZ0739
 JZ0739  STATE/COUNTY-  OH/HAMILTON
 JZ0739  USGS QUAD   -  BURLINGTON (1991)
 JZ0739
 JZ0739                         *CURRENT SURVEY CONTROL
 JZ0739  ___________________________________________________________________
 JZ0739* NAD 83(1986)-  39 07 27.     (N)    084 40 17.     (W)     SCALED    
 JZ0739* NAVD 88     -       163.807  (meters)     537.42   (feet)  ADJUSTED  
 JZ0739  ___________________________________________________________________
 JZ0739  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0739  DYNAMIC HT  -         163.704 (meters)     537.09  (feet)  COMP
 JZ0739  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 JZ0739
 JZ0739  VERT ORDER  -  FIRST     CLASS II
 JZ0739
 JZ0739.The horizontal coordinates were scaled from a topographic map and have
 JZ0739.an estimated accuracy of +/- 6 seconds.
 JZ0739
 JZ0739.The orthometric height was determined by differential leveling
 JZ0739.and adjusted by the National Geodetic Survey in June 1991..
 JZ0739
 JZ0739.The geoid height was determined by GEOID03.
 JZ0739
 JZ0739.The dynamic height is computed by dividing the NAVD 88
 JZ0739.geopotential number by the normal gravity value computed on the
 JZ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0739.degrees latitude (g = 980.6199 gals.).
 JZ0739
 JZ0739.The modeled gravity was interpolated from observed gravity values.
 JZ0739
 JZ0739;                    North         East    Units  Estimated Accuracy
 JZ0739;SPC OH S     -   127,060.      412,260.      MT  (+/- 180 meters Scaled)
 JZ0739
 JZ0739                          SUPERSEDED SURVEY CONTROL
 JZ0739
 JZ0739  NGVD 29 (??/??/92)  163.996  (m)          538.04   (f) ADJ UNCH    1 2
 JZ0739
 JZ0739.Superseded values are not recommended for survey control.
 JZ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0739.See file dsdata.txt to determine how the superseded data were derived.
 JZ0739
 JZ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ012331(NAD 83)
 JZ0739_MARKER: DD = SURVEY DISK
 JZ0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0739_STAMPING: 1003
 JZ0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0739+STABILITY: SURFACE MOTION
 JZ0739
 JZ0739  HISTORY     - Date     Condition        Report By
 JZ0739  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0739  HISTORY     - 1947     GOOD             NGS
 JZ0739
 JZ0739                          STATION DESCRIPTION
 JZ0739
 JZ0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0739'AT CINCINNATI.
 JZ0739'NORTHEAST OF ADDYSTON IN NORTHWEST CORNER OF JUNCTION OF CLEVES
 JZ0739'WARSAW PIKE AND MUDDY CREEK ROAD, 41.5 FEET NORTH OF CENTER LINE
 JZ0739'OF CLEVES WARSAW PIKE, 19 FEET WEST OF CENTER LINE OF MUDDY
 JZ0739'CREEK ROAD, 47 FEET NORTHWEST OF POLE H 15370 (ACROSS MUDDY
 JZ0739'CREEK ROAD).  A CONCRETE POST SET FLUSH WITH GROUND, AND ABOUT
 JZ0739'1 FOOT LOWER THAN MUDDY CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6390 ***********************************************************************
 AA6390  DESIGNATION -  1003
 AA6390  PID         -  AA6390
 AA6390  STATE/COUNTY-  OH/BUTLER
 AA6390  USGS QUAD   -  SHANDON (1981)
 AA6390
 AA6390                         *CURRENT SURVEY CONTROL
 AA6390  ___________________________________________________________________
 AA6390* NAD 83(1995)-  39 18 17.78250(N)    084 42 13.19463(W)     ADJUSTED  
 AA6390* NAVD 88     -       176.6    (meters)     579.     (feet)  GPS OBS   
 AA6390  ___________________________________________________________________
 AA6390  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AA6390  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AA6390
 AA6390  HORZ ORDER  -  FIRST
 AA6390
 AA6390.The horizontal coordinates were established by GPS observations
 AA6390.and adjusted by the National Geodetic Survey in April 1998..
 AA6390
 AA6390.The orthometric height was determined by GPS observations and a
 AA6390.high-resolution geoid model.
 AA6390
 AA6390.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6390
 AA6390.The geoid height was determined by GEOID03.
 AA6390
 AA6390;                    North         East     Units Scale Factor Converg.
 AA6390;SPC OH S     -   147,184.452   409,957.379   MT  0.99993686   -1 23 53.8
 AA6390;UTM  16      - 4,353,131.044   697,997.912   MT  1.00008272   +1 27 18.3
 AA6390
 AA6390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6390!SPC OH S     -   0.99997758  x   0.99993686  =   0.99991444
 AA6390!UTM  16      -   0.99997758  x   1.00008272  =   1.00006030
 AA6390
 AA6390                          SUPERSEDED SURVEY CONTROL
 AA6390
 AA6390  NAD 83(1995)-  39 18 17.78968(N)    084 42 13.20367(W) AD(       ) 1
 AA6390  NAD 83(1986)-  39 18 17.78761(N)    084 42 13.20441(W) AD(       ) 1
 AA6390
 AA6390.Superseded values are not recommended for survey control.
 AA6390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6390.See file dsdata.txt to determine how the superseded data were derived.
 AA6390
 AA6390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9799853131(NAD 83)
 AA6390_MARKER: DD = SURVEY DISK
 AA6390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6390_STAMPING: 1003 1990
 AA6390_MARK LOGO: BUTCOE
 AA6390_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6390+STABILITY: SURFACE MOTION
 AA6390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6390+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA6390
 AA6390  HISTORY     - Date     Condition        Report By
 AA6390  HISTORY     - 1990     MONUMENTED       WOOLPT
 AA6390
 AA6390                          STATION DESCRIPTION
 AA6390
 AA6390'DESCRIBED BY WOOLPERT CONSULTANTS 1990 (TW)
 AA6390'STATION 1003 IS LOCATED AT THE SOUTH END OF MORGAN-ROSS ROAD AS IT
 AA6390'CROSSES THE C AND O RAILROAD AND TURNS INTO PADDY'S RUN ROAD.  THE
 AA6390'STATION IS FURTHER DESCRIBED AS BEING SET 104' WEST OF THE CENTERLINE
 AA6390'OF SAID ROAD, 7.2' SOUTH OF THE CENTERLINE OF SAID RAILROAD AND 33.18'
 AA6390'NORTHWEST OF A CONCRETE REFERENCE MONUMENT THAT IS STAMPED RM 1,
 AA6390'25.28' SOUTHEAST OF A CONCRETE REFERENCE MONUMENT THAT IS STAMPED RM 2
 AA6390'AND 18.03' NORTHEAST OF AN IRON PIN THAT IS STAMPED RM 3. STATION 1003
 AA6390'IS A BRASS DISK SET IN CONCRETE AND STAMPED 1003 SET 1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0740 ***********************************************************************
 JZ0740  DESIGNATION -  1004
 JZ0740  PID         -  JZ0740
 JZ0740  STATE/COUNTY-  OH/HAMILTON
 JZ0740  USGS QUAD   -  BURLINGTON (1991)
 JZ0740
 JZ0740                         *CURRENT SURVEY CONTROL
 JZ0740  ___________________________________________________________________
 JZ0740* NAD 83(1986)-  39 07 26.     (N)    084 40 29.     (W)     SCALED    
 JZ0740* NAVD 88     -       161.792  (meters)     530.81   (feet)  ADJUSTED  
 JZ0740  ___________________________________________________________________
 JZ0740  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0740  DYNAMIC HT  -         161.691 (meters)     530.48  (feet)  COMP
 JZ0740  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 JZ0740
 JZ0740  VERT ORDER  -  FIRST     CLASS II
 JZ0740
 JZ0740.The horizontal coordinates were scaled from a topographic map and have
 JZ0740.an estimated accuracy of +/- 6 seconds.
 JZ0740
 JZ0740.The orthometric height was determined by differential leveling
 JZ0740.and adjusted by the National Geodetic Survey in June 1991..
 JZ0740
 JZ0740.The geoid height was determined by GEOID03.
 JZ0740
 JZ0740.The dynamic height is computed by dividing the NAVD 88
 JZ0740.geopotential number by the normal gravity value computed on the
 JZ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0740.degrees latitude (g = 980.6199 gals.).
 JZ0740
 JZ0740.The modeled gravity was interpolated from observed gravity values.
 JZ0740
 JZ0740;                    North         East    Units  Estimated Accuracy
 JZ0740;SPC OH S     -   127,030.      411,970.      MT  (+/- 180 meters Scaled)
 JZ0740
 JZ0740                          SUPERSEDED SURVEY CONTROL
 JZ0740
 JZ0740  NGVD 29 (??/??/92)  161.982  (m)          531.44   (f) ADJ UNCH    1 2
 JZ0740
 JZ0740.Superseded values are not recommended for survey control.
 JZ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0740.See file dsdata.txt to determine how the superseded data were derived.
 JZ0740
 JZ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ010330(NAD 83)
 JZ0740_MARKER: DD = SURVEY DISK
 JZ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0740_STAMPING: 1004 47
 JZ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0740+STABILITY: SURFACE MOTION
 JZ0740
 JZ0740  HISTORY     - Date     Condition        Report By
 JZ0740  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0740  HISTORY     - 1947     GOOD             NGS
 JZ0740
 JZ0740                          STATION DESCRIPTION
 JZ0740
 JZ0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0740'AT CINCINNATI.
 JZ0740'0.15 MILE NORTHEAST OF 150-FOOT STEEL BRIDGE, 19.0 FEET NORTHEAST
 JZ0740'OF CENTER LINE OF CLEVES WARSAW PIKE, 3.0 FEET NORTHEAST OF
 JZ0740'SOUTHWEST END OF GUARD RAIL, 29.0 FEET SOUTHEAST OF POLE D.E.
 JZ0740'2001 H 15379.  A CONCRETE POST LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6383 ***********************************************************************
 AA6383  DESIGNATION -  1004
 AA6383  PID         -  AA6383
 AA6383  STATE/COUNTY-  OH/BUTLER
 AA6383  USGS QUAD   -  MILLVILLE (1970)
 AA6383
 AA6383                         *CURRENT SURVEY CONTROL
 AA6383  ___________________________________________________________________
 AA6383* NAD 83(1995)-  39 23 28.41184(N)    084 42 17.42457(W)     ADJUSTED  
 AA6383* NAVD 88     -       242.9    (meters)     797.     (feet)  GPS OBS   
 AA6383  ___________________________________________________________________
 AA6383  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AA6383  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AA6383
 AA6383  HORZ ORDER  -  FIRST
 AA6383
 AA6383.The horizontal coordinates were established by GPS observations
 AA6383.and adjusted by the National Geodetic Survey in April 1998..
 AA6383
 AA6383.The orthometric height was determined by GPS observations and a
 AA6383.high-resolution geoid model.
 AA6383
 AA6383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6383
 AA6383.The geoid height was determined by GEOID03.
 AA6383
 AA6383;                    North         East     Units Scale Factor Converg.
 AA6383;SPC OH S     -   156,763.106   410,089.942   MT  0.99993591   -1 23 56.5
 AA6383;UTM  16      - 4,362,705.809   697,653.214   MT  1.00008103   +1 27 25.2
 AA6383
 AA6383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6383!SPC OH S     -   0.99996714  x   0.99993591  =   0.99990305
 AA6383!UTM  16      -   0.99996714  x   1.00008103  =   1.00004817
 AA6383
 AA6383                          SUPERSEDED SURVEY CONTROL
 AA6383
 AA6383  NAD 83(1995)-  39 23 28.41903(N)    084 42 17.43363(W) AD(       ) 1
 AA6383  NAD 83(1986)-  39 23 28.41702(N)    084 42 17.43445(W) AD(       ) 1
 AA6383
 AA6383.Superseded values are not recommended for survey control.
 AA6383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6383.See file dsdata.txt to determine how the superseded data were derived.
 AA6383
 AA6383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9765362706(NAD 83)
 AA6383_MARKER: DD = SURVEY DISK
 AA6383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6383_STAMPING: 1004 1990
 AA6383_MARK LOGO: BUTCOE
 AA6383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6383+STABILITY: SURFACE MOTION
 AA6383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6383+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA6383
 AA6383  HISTORY     - Date     Condition        Report By
 AA6383  HISTORY     - 1990     MONUMENTED       WOOLPT
 AA6383
 AA6383                          STATION DESCRIPTION
 AA6383
 AA6383'DESCRIBED BY WOOLPERT CONSULTANTS 1990 (TW)
 AA6383'STATION 1004 IS LOCATED +/-300' WEST OF THE "T" INTERSECTION OF S.R.
 AA6383'129 AND MORGAN-ROSS ROAD ON THE NORTH SIDE OF SAID S.R. 129. THE
 AA6383'STATION IS FURTHER DESCRIBED AS BEING 13.55' NORTHWEST OF A CONCRETE
 AA6383'REFERENCE MONUMENT THAT IS STAMPED RM 1, 10.85' NORTHEAST OF A
 AA6383'CONCRETE REFERENCE MONUMENT THAT IS STAMPED RM 2 AND 57.10' NORTH OF
 AA6383'AN IRON PIN THAT IS STAMPED RM 3.  STATION 1004 IS A BRASS DISK SET IN
 AA6383'CONCRETE AND IS STAMPED 1004 SET 1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0742 ***********************************************************************
 JZ0742  DESIGNATION -  1005
 JZ0742  PID         -  JZ0742
 JZ0742  STATE/COUNTY-  OH/HAMILTON
 JZ0742  USGS QUAD   -  ADDYSTON (1987)
 JZ0742
 JZ0742                         *CURRENT SURVEY CONTROL
 JZ0742  ___________________________________________________________________
 JZ0742* NAD 83(1986)-  39 07 38.     (N)    084 41 40.     (W)     SCALED    
 JZ0742* NAVD 88     -       162.170  (meters)     532.05   (feet)  ADJUSTED  
 JZ0742  ___________________________________________________________________
 JZ0742  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0742  DYNAMIC HT  -         162.069 (meters)     531.72  (feet)  COMP
 JZ0742  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 JZ0742
 JZ0742  VERT ORDER  -  FIRST     CLASS II
 JZ0742
 JZ0742.The horizontal coordinates were scaled from a topographic map and have
 JZ0742.an estimated accuracy of +/- 6 seconds.
 JZ0742
 JZ0742.The orthometric height was determined by differential leveling
 JZ0742.and adjusted by the National Geodetic Survey in June 1991..
 JZ0742
 JZ0742.The geoid height was determined by GEOID03.
 JZ0742
 JZ0742.The dynamic height is computed by dividing the NAVD 88
 JZ0742.geopotential number by the normal gravity value computed on the
 JZ0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0742.degrees latitude (g = 980.6199 gals.).
 JZ0742
 JZ0742.The modeled gravity was interpolated from observed gravity values.
 JZ0742
 JZ0742;                    North         East    Units  Estimated Accuracy
 JZ0742;SPC OH S     -   127,440.      410,270.      MT  (+/- 180 meters Scaled)
 JZ0742
 JZ0742                          SUPERSEDED SURVEY CONTROL
 JZ0742
 JZ0742  NGVD 29 (??/??/92)  162.363  (m)          532.69   (f) ADJ UNCH    1 2
 JZ0742
 JZ0742.Superseded values are not recommended for survey control.
 JZ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0742.See file dsdata.txt to determine how the superseded data were derived.
 JZ0742
 JZ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ992334(NAD 83)
 JZ0742_MARKER: DD = SURVEY DISK
 JZ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0742_STAMPING: 1005 47
 JZ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0742+STABILITY: SURFACE MOTION
 JZ0742
 JZ0742  HISTORY     - Date     Condition        Report By
 JZ0742  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0742  HISTORY     - 1947     GOOD             NGS
 JZ0742
 JZ0742                          STATION DESCRIPTION
 JZ0742
 JZ0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0742'1.3 MI E FROM ADDYSTON.
 JZ0742'1.3 MILES EAST OF RIVER ROAD AT ADDYSTON ALONG HILLSIDE AVENUE,
 JZ0742'0.25 MILE EAST OF SOUTH ROAD, 25.5 FEET NORTHEAST OF CENTERLINE
 JZ0742'OF HILLSIDE AVENUE, 7.0 FEET EAST OF POLE H 19537, 59 FEET
 JZ0742'NORTHWEST OF A 3 FOOT SYCAMORE TREE, 29.3 FEET EAST OF NORTH
 JZ0742'RETAINING WALL OF CULVERT.  A CONCRETE POST SET FLUSH WITH THE
 JZ0742'GROUND AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6386 ***********************************************************************
 AA6386  DESIGNATION -  1005
 AA6386  PID         -  AA6386
 AA6386  STATE/COUNTY-  OH/BUTLER
 AA6386  USGS QUAD   -  HAMILTON (1988)
 AA6386
 AA6386                         *CURRENT SURVEY CONTROL
 AA6386  ___________________________________________________________________
 AA6386* NAD 83(1995)-  39 23 29.96402(N)    084 35 24.19082(W)     ADJUSTED  
 AA6386* NAVD 88     -       222.2    (meters)     729.     (feet)  GPS OBS   
 AA6386  ___________________________________________________________________
 AA6386  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 AA6386  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AA6386
 AA6386  HORZ ORDER  -  FIRST
 AA6386
 AA6386.The horizontal coordinates were established by GPS observations
 AA6386.and adjusted by the National Geodetic Survey in April 1998..
 AA6386
 AA6386.The orthometric height was determined by GPS observations and a
 AA6386.high-resolution geoid model.
 AA6386
 AA6386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6386
 AA6386.The geoid height was determined by GEOID03.
 AA6386
 AA6386;                    North         East     Units Scale Factor Converg.
 AA6386;SPC OH S     -   156,575.828   419,976.226   MT  0.99993592   -1 19 34.2
 AA6386;UTM  16      - 4,363,011.421   707,538.226   MT  1.00013035   +1 31 47.8
 AA6386
 AA6386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6386!SPC OH S     -   0.99997039  x   0.99993592  =   0.99990631
 AA6386!UTM  16      -   0.99997039  x   1.00013035  =   1.00010074
 AA6386
 AA6386                          SUPERSEDED SURVEY CONTROL
 AA6386
 AA6386  NAD 83(1995)-  39 23 29.97121(N)    084 35 24.19984(W) AD(       ) 1
 AA6386  NAD 83(1986)-  39 23 29.96918(N)    084 35 24.20047(W) AD(       ) 1
 AA6386
 AA6386.Superseded values are not recommended for survey control.
 AA6386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6386.See file dsdata.txt to determine how the superseded data were derived.
 AA6386
 AA6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0753863011(NAD 83)
 AA6386_MARKER: DD = SURVEY DISK
 AA6386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6386_STAMPING: 1005 1990
 AA6386_MARK LOGO: BUTCOE
 AA6386_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6386+STABILITY: SURFACE MOTION
 AA6386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6386+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA6386
 AA6386  HISTORY     - Date     Condition        Report By
 AA6386  HISTORY     - 1990     MONUMENTED       WOOLPT
 AA6386
 AA6386                          STATION DESCRIPTION
 AA6386
 AA6386'DESCRIBED BY WOOLPERT CONSULTANTS 1990 (TW)
 AA6386'STATION 1005 IS LOCATED JUST WEST OF GOLFVIEW DRIVE ON THE SOUTH SIDE
 AA6386'OF COLUMBIA ROAD, 63.1' WEST OF MAILBOX NO. 835.  THE STATION IS
 AA6386'FURTHER DESCRIBED AS BEING 13.50' NORTHWEST OF A CONCRETE REFERENCE
 AA6386'MONUMENT THAT IS STAMPED RM 1, 30.45' SOUTHEAST OF A CONCRETE
 AA6386'REFERENCE MONUMENT THAT IS STAMPED RM 2 AND 24.45' SOUTHWEST OF AN
 AA6386'IRON PIN THAT IS STAMPED RM 3. STATION 1005 IS A BRASS DISK SET IN
 AA6386'CONCRETE AND STAMPED 1005 SET 1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0273 ***********************************************************************
 LA0273  DESIGNATION -  1006
 LA0273  PID         -  LA0273
 LA0273  STATE/COUNTY-  OH/DARKE
 LA0273  USGS QUAD   -  ANSONIA (1982)
 LA0273
 LA0273                         *CURRENT SURVEY CONTROL
 LA0273  ___________________________________________________________________
 LA0273* NAD 83(1986)-  40 12 41.     (N)    084 38 24.     (W)     SCALED    
 LA0273* NAVD 88     -       306.390  (meters)    1005.21   (feet)  ADJUSTED  
 LA0273  ___________________________________________________________________
 LA0273  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LA0273  DYNAMIC HT  -         306.230 (meters)    1004.69  (feet)  COMP
 LA0273  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 LA0273
 LA0273  VERT ORDER  -  SECOND    CLASS 0
 LA0273
 LA0273.The horizontal coordinates were scaled from a topographic map and have
 LA0273.an estimated accuracy of +/- 6 seconds.
 LA0273
 LA0273.The orthometric height was determined by differential leveling
 LA0273.and adjusted by the National Geodetic Survey in June 1991..
 LA0273
 LA0273.The geoid height was determined by GEOID03.
 LA0273
 LA0273.The dynamic height is computed by dividing the NAVD 88
 LA0273.geopotential number by the normal gravity value computed on the
 LA0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0273.degrees latitude (g = 980.6199 gals.).
 LA0273
 LA0273.The modeled gravity was interpolated from observed gravity values.
 LA0273
 LA0273;                    North         East    Units  Estimated Accuracy
 LA0273;SPC OH S     -   247,660.      417,830.      MT  (+/- 180 meters Scaled)
 LA0273
 LA0273                          SUPERSEDED SURVEY CONTROL
 LA0273
 LA0273  NGVD 29 (??/??/92)  306.548  (m)         1005.73   (f) ADJ UNCH    2 0
 LA0273
 LA0273.Superseded values are not recommended for survey control.
 LA0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0273.See file dsdata.txt to determine how the superseded data were derived.
 LA0273
 LA0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK008538(NAD 83)
 LA0273_MARKER: DD = SURVEY DISK
 LA0273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0273_SP_SET: WATER TABLE
 LA0273_STAMPING: 1006 ADJ 1905
 LA0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0273
 LA0273  HISTORY     - Date     Condition        Report By
 LA0273  HISTORY     - 1905     MONUMENTED       USGS
 LA0273  HISTORY     - 1934     GOOD             NGS
 LA0273
 LA0273                          STATION DESCRIPTION
 LA0273
 LA0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0273'AT ANSONIA.
 LA0273'AT ANSONIA, DARKE COUNTY, AT THE SOUTHWEST CORNER OF THE METHODIST
 LA0273'CHURCH, IN THE SOUTH FACE OF THE WATER TABLE, AND 1.8 FEET ABOVE
 LA0273'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LA0273'STAMPED 1006 ADJ. 1905 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0743 ***********************************************************************
 JZ0743  DESIGNATION -  1006
 JZ0743  PID         -  JZ0743
 JZ0743  STATE/COUNTY-  OH/HAMILTON
 JZ0743  USGS QUAD   -  ADDYSTON (1987)
 JZ0743
 JZ0743                         *CURRENT SURVEY CONTROL
 JZ0743  ___________________________________________________________________
 JZ0743* NAD 83(1986)-  39 07 47.     (N)    084 41 54.     (W)     SCALED    
 JZ0743* NAVD 88     -       148.759  (meters)     488.05   (feet)  ADJUSTED  
 JZ0743  ___________________________________________________________________
 JZ0743  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0743  DYNAMIC HT  -         148.667 (meters)     487.75  (feet)  COMP
 JZ0743  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 JZ0743
 JZ0743  VERT ORDER  -  FIRST     CLASS II
 JZ0743
 JZ0743.The horizontal coordinates were scaled from a topographic map and have
 JZ0743.an estimated accuracy of +/- 6 seconds.
 JZ0743
 JZ0743.The orthometric height was determined by differential leveling
 JZ0743.and adjusted by the National Geodetic Survey in June 1991..
 JZ0743
 JZ0743.The geoid height was determined by GEOID03.
 JZ0743
 JZ0743.The dynamic height is computed by dividing the NAVD 88
 JZ0743.geopotential number by the normal gravity value computed on the
 JZ0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0743.degrees latitude (g = 980.6199 gals.).
 JZ0743
 JZ0743.The modeled gravity was interpolated from observed gravity values.
 JZ0743
 JZ0743;                    North         East    Units  Estimated Accuracy
 JZ0743;SPC OH S     -   127,730.      409,940.      MT  (+/- 180 meters Scaled)
 JZ0743
 JZ0743                          SUPERSEDED SURVEY CONTROL
 JZ0743
 JZ0743  NGVD 29 (??/??/92)  148.953  (m)          488.69   (f) ADJ UNCH    1 2
 JZ0743
 JZ0743.Superseded values are not recommended for survey control.
 JZ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0743.See file dsdata.txt to determine how the superseded data were derived.
 JZ0743
 JZ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ989336(NAD 83)
 JZ0743_MARKER: DD = SURVEY DISK
 JZ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0743_STAMPING: 1006 47
 JZ0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0743+STABILITY: SURFACE MOTION
 JZ0743
 JZ0743  HISTORY     - Date     Condition        Report By
 JZ0743  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0743  HISTORY     - 1947     GOOD             NGS
 JZ0743
 JZ0743                          STATION DESCRIPTION
 JZ0743
 JZ0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0743'0.8 MI NE FROM ADDYSTON.
 JZ0743'0.8 MILE NORTHEAST OF RIVER ROAD ALONG HILLSIDE AVENUE AT
 JZ0743'ADDYSTON, 100 YARDS EAST OF SOUTH ROAD, 19 FEET SOUTHWEST OF THE
 JZ0743'CENTERLINE OF HILLSIDE AVENUE, 34.5 FEET SOUTHEAST OF POLE H
 JZ0743'54285, 79.0 FEET WEST OF POLE 1245.  A CONCRETE POST FLUSH WITH
 JZ0743'THE GROUND AND 0.5 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6387 ***********************************************************************
 AA6387  DESIGNATION -  1006
 AA6387  PID         -  AA6387
 AA6387  STATE/COUNTY-  OH/BUTLER
 AA6387  USGS QUAD   -  GREENHILLS (1981)
 AA6387
 AA6387                         *CURRENT SURVEY CONTROL
 AA6387  ___________________________________________________________________
 AA6387* NAD 83(1995)-  39 21 18.58757(N)    084 35 33.53137(W)     ADJUSTED  
 AA6387* NAVD 88     -       172.7    (meters)     567.     (feet)  GPS OBS   
 AA6387  ___________________________________________________________________
 AA6387  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AA6387  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AA6387
 AA6387  HORZ ORDER  -  FIRST
 AA6387
 AA6387.The horizontal coordinates were established by GPS observations
 AA6387.and adjusted by the National Geodetic Survey in April 1998..
 AA6387
 AA6387.The orthometric height was determined by GPS observations and a
 AA6387.high-resolution geoid model.
 AA6387
 AA6387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6387
 AA6387.The geoid height was determined by GEOID03.
 AA6387
 AA6387;                    North         East     Units Scale Factor Converg.
 AA6387;SPC OH S     -   152,530.752   419,658.903   MT  0.99993604   -1 19 40.2
 AA6387;UTM  16      - 4,358,954.772   707,422.791   MT  1.00012976   +1 31 37.6
 AA6387
 AA6387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6387!SPC OH S     -   0.99997818  x   0.99993604  =   0.99991422
 AA6387!UTM  16      -   0.99997818  x   1.00012976  =   1.00010794
 AA6387
 AA6387                          SUPERSEDED SURVEY CONTROL
 AA6387
 AA6387  NAD 83(1995)-  39 21 18.59476(N)    084 35 33.54038(W) AD(       ) 1
 AA6387  NAD 83(1986)-  39 21 18.59266(N)    084 35 33.54108(W) AD(       ) 1
 AA6387
 AA6387.Superseded values are not recommended for survey control.
 AA6387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6387.See file dsdata.txt to determine how the superseded data were derived.
 AA6387
 AA6387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0742358955(NAD 83)
 AA6387_MARKER: DD = SURVEY DISK
 AA6387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6387_STAMPING: 1006 1990
 AA6387_MARK LOGO: BUTCOE
 AA6387_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6387+STABILITY: SURFACE MOTION
 AA6387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6387+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA6387
 AA6387  HISTORY     - Date     Condition        Report By
 AA6387  HISTORY     - 1990     MONUMENTED       WOOLPT
 AA6387
 AA6387                          STATION DESCRIPTION
 AA6387
 AA6387'DESCRIBED BY WOOLPERT CONSULTANTS 1990 (TW)
 AA6387'STATION 1006 IS LOCATED ON THE SOUTH SIDE OF HIGHWAY 128 OPPOSITE THE
 AA6387''LIBERTY HOME ASSOCIATIONS EDELWEISS SPORTS CLUB' TO THE NORTH AND A
 AA6387'STORAGE FACILITY TO THE SOUTH.  THE STATION IS FURTHER DESCRIBED AS
 AA6387'BEING 24.38' NORTHWEST OF A CONCRETE REFERENCE MONUMENT THAT IS
 AA6387'STAMPED RM 1, 20.44' NORTHEAST OF A CONCRETE REFERENCE MONUMENT THAT
 AA6387'IS STAMPED RM 2 AND 13.93' NORTH OF AN IRON PIN THAT IS STAMPED RM 3.
 AA6387'STATION 1006 IS A BRASS DISK SET IN CONCRETE AND IS STAMPED 1006 SET
 AA6387'1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1552 ***********************************************************************
 KZ1552  DESIGNATION -  1007
 KZ1552  PID         -  KZ1552
 KZ1552  STATE/COUNTY-  OH/MADISON
 KZ1552  USGS QUAD   -  PLUMWOOD (1961)
 KZ1552
 KZ1552                         *CURRENT SURVEY CONTROL
 KZ1552  ___________________________________________________________________
 KZ1552* NAD 83(1986)-  40 00 26.     (N)    083 24 53.     (W)     SCALED    
 KZ1552* NAVD 88     -       306.955  (meters)    1007.07   (feet)  ADJUSTED  
 KZ1552  ___________________________________________________________________
 KZ1552  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KZ1552  DYNAMIC HT  -         306.792 (meters)    1006.53  (feet)  COMP
 KZ1552  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 KZ1552
 KZ1552  VERT ORDER  -  SECOND    CLASS 0
 KZ1552
 KZ1552.The horizontal coordinates were scaled from a topographic map and have
 KZ1552.an estimated accuracy of +/- 6 seconds.
 KZ1552
 KZ1552.The orthometric height was determined by differential leveling
 KZ1552.and adjusted by the National Geodetic Survey in June 1991..
 KZ1552
 KZ1552.The geoid height was determined by GEOID03.
 KZ1552
 KZ1552.The dynamic height is computed by dividing the NAVD 88
 KZ1552.geopotential number by the normal gravity value computed on the
 KZ1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1552.degrees latitude (g = 980.6199 gals.).
 KZ1552
 KZ1552.The modeled gravity was interpolated from observed gravity values.
 KZ1552
 KZ1552;                    North         East    Units  Estimated Accuracy
 KZ1552;SPC OH S     -   223,230.      521,900.      MT  (+/- 180 meters Scaled)
 KZ1552
 KZ1552                          SUPERSEDED SURVEY CONTROL
 KZ1552
 KZ1552  NGVD 29 (??/??/92)  307.136  (m)         1007.66   (f) ADJ UNCH    2 0
 KZ1552
 KZ1552.Superseded values are not recommended for survey control.
 KZ1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1552.See file dsdata.txt to determine how the superseded data were derived.
 KZ1552
 KZ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE938313(NAD 83)
 KZ1552_MARKER: DD = SURVEY DISK
 KZ1552_SETTING: 0 = UNSPECIFIED SETTING
 KZ1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1552
 KZ1552  HISTORY     - Date     Condition        Report By
 KZ1552  HISTORY     - UNK      MONUMENTED       OHHD
 KZ1552  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ1552
 KZ1552                          STATION DESCRIPTION
 KZ1552
 KZ1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1552'8.1 MI N FROM LONDON.
 KZ1552'8.1 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE NORTH CORPORATION
 KZ1552'LIMIT OF LONDON, 100 YARDS SOUTH OF AN OIL SERVICE STATION AT
 KZ1552'PLUMWOOD, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 KZ1552'FENCE LINE, AND ABOUT 1 FOOT LOWER THAN THE ROADWAY.  THE TOP
 KZ1552'OF AN OHIO STATE HIGHWAY DEPT., RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0758 ***********************************************************************
 JZ0758  DESIGNATION -  1007
 JZ0758  PID         -  JZ0758
 JZ0758  STATE/COUNTY-  OH/HAMILTON
 JZ0758  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0758
 JZ0758                         *CURRENT SURVEY CONTROL
 JZ0758  ___________________________________________________________________
 JZ0758* NAD 83(1986)-  39 09 20.     (N)    084 36 24.     (W)     SCALED    
 JZ0758* NAVD 88     -       278.493  (meters)     913.69   (feet)  ADJUSTED  
 JZ0758  ___________________________________________________________________
 JZ0758  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ0758  DYNAMIC HT  -         278.318 (meters)     913.12  (feet)  COMP
 JZ0758  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 JZ0758
 JZ0758  VERT ORDER  -  FIRST     CLASS II
 JZ0758
 JZ0758.The horizontal coordinates were scaled from a topographic map and have
 JZ0758.an estimated accuracy of +/- 6 seconds.
 JZ0758
 JZ0758.The orthometric height was determined by differential leveling
 JZ0758.and adjusted by the National Geodetic Survey in June 1991..
 JZ0758
 JZ0758.The geoid height was determined by GEOID03.
 JZ0758
 JZ0758.The dynamic height is computed by dividing the NAVD 88
 JZ0758.geopotential number by the normal gravity value computed on the
 JZ0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0758.degrees latitude (g = 980.6199 gals.).
 JZ0758
 JZ0758.The modeled gravity was interpolated from observed gravity values.
 JZ0758
 JZ0758;                    North         East    Units  Estimated Accuracy
 JZ0758;SPC OH S     -   130,410.      417,930.      MT  (+/- 180 meters Scaled)
 JZ0758
 JZ0758                          SUPERSEDED SURVEY CONTROL
 JZ0758
 JZ0758  NGVD 29 (??/??/92)  278.673  (m)          914.28   (f) ADJ UNCH    1 2
 JZ0758
 JZ0758.Superseded values are not recommended for survey control.
 JZ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0758.See file dsdata.txt to determine how the superseded data were derived.
 JZ0758
 JZ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ068367(NAD 83)
 JZ0758_MARKER: DD = SURVEY DISK
 JZ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0758_STAMPING: 1007 47
 JZ0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0758+STABILITY: SURFACE MOTION
 JZ0758
 JZ0758  HISTORY     - Date     Condition        Report By
 JZ0758  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0758  HISTORY     - 1947     GOOD             NGS
 JZ0758  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ0758
 JZ0758                          STATION DESCRIPTION
 JZ0758
 JZ0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0758'AT CHEVIOT.
 JZ0758'AT CHEVIOT, AT THE JUNCTION OF HARRISON AVENUE AND NORTH BEND
 JZ0758'ROAD, 31.1 FEET SOUTH OF THE SOUTH CURB OF HARRISON AVENUE, 1.0
 JZ0758'FEET WEST OF PROLONATION OF THE CENTER LINE OF NORTH BEND ROAD,
 JZ0758'IN FRONT OF ERNSTS CAFE.  A CONCRETE POST SET FLUSH WITH GROUND.
 JZ0758
 JZ0758                          STATION RECOVERY (2004)
 JZ0758
 JZ0758'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6391 ***********************************************************************
 AA6391  DESIGNATION -  1007
 AA6391  PID         -  AA6391
 AA6391  STATE/COUNTY-  OH/BUTLER
 AA6391  USGS QUAD   -  GLENDALE (1987)
 AA6391
 AA6391                         *CURRENT SURVEY CONTROL
 AA6391  ___________________________________________________________________
 AA6391* NAD 83(1995)-  39 22 29.29665(N)    084 28 42.71886(W)     ADJUSTED  
 AA6391* NAVD 88     -       219.8    (meters)     721.     (feet)  GPS OBS   
 AA6391  ___________________________________________________________________
 AA6391  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AA6391  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AA6391
 AA6391  HORZ ORDER  -  FIRST
 AA6391
 AA6391.The horizontal coordinates were established by GPS observations
 AA6391.and adjusted by the National Geodetic Survey in April 1998..
 AA6391
 AA6391.The orthometric height was determined by GPS observations and a
 AA6391.high-resolution geoid model.
 AA6391
 AA6391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6391
 AA6391.The geoid height was determined by GEOID03.
 AA6391
 AA6391;                    North         East     Units Scale Factor Converg.
 AA6391;SPC OH S     -   154,489.032   429,539.274   MT  0.99993592   -1 15 19.5
 AA6391;UTM  16      - 4,361,403.333   717,195.488   MT  1.00018086   +1 36 00.8
 AA6391
 AA6391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6391!SPC OH S     -   0.99997079  x   0.99993592  =   0.99990672
 AA6391!UTM  16      -   0.99997079  x   1.00018086  =   1.00015165
 AA6391
 AA6391                          SUPERSEDED SURVEY CONTROL
 AA6391
 AA6391  NAD 83(1995)-  39 22 29.30384(N)    084 28 42.72782(W) AD(       ) 1
 AA6391  NAD 83(1986)-  39 22 29.30143(N)    084 28 42.72824(W) AD(       ) 1
 AA6391
 AA6391.Superseded values are not recommended for survey control.
 AA6391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6391.See file dsdata.txt to determine how the superseded data were derived.
 AA6391
 AA6391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1719561403(NAD 83)
 AA6391_MARKER: DD = SURVEY DISK
 AA6391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6391_STAMPING: 1007 1989
 AA6391_MARK LOGO: BUTCOE
 AA6391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6391+STABILITY: SURFACE MOTION
 AA6391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6391+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AA6391
 AA6391  HISTORY     - Date     Condition        Report By
 AA6391  HISTORY     - 1989     MONUMENTED       WOOLPT
 AA6391
 AA6391                          STATION DESCRIPTION
 AA6391
 AA6391'DESCRIBED BY WOOLPERT CONSULTANTS 1989 (TW)
 AA6391'STATION 1007 IS LOCATED ON THE NORTHEAST CORNER OF THE T-INTERSECTION
 AA6391'OF HAMILTON-MASON ROAD AND LIBERTY-FAIRFIELD ROAD. THE STATION IS
 AA6391'FURTHER DESCRIBED AS BEING N 15 DEG. E OF ROAD INTERSECTION SIGN
 AA6391'LOCATED ON THE NORTHEAST CORNER OF THE T-INTERSECTION OF THE SAID
 AA6391'ROADS, N 83 DEG. E  OF A STOP SIGN LOCATED ON THE NORTHWEST CORNER,
 AA6391'DUE SOUTH OF THE SOUTHWEST FENCE CORNER LOCATED ON THE EAST SIDE OF
 AA6391'LIBERTY-FAIRFIELD ROAD AND DUE NORTH OF A POWER POLE LOCATED ON THE
 AA6391'NORTHEAST CORNER OF THE SAID INTERSECTION. STATION 1007 IS A BRASS
 AA6391'DISK SET IN CONCRETE AND IS STAMPED 1007 SET 1989.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0752 ***********************************************************************
 JZ0752  DESIGNATION -  1008
 JZ0752  PID         -  JZ0752
 JZ0752  STATE/COUNTY-  OH/HAMILTON
 JZ0752  USGS QUAD   -  COVINGTON (1987)
 JZ0752
 JZ0752                         *CURRENT SURVEY CONTROL
 JZ0752  ___________________________________________________________________
 JZ0752* NAD 83(1986)-  39 06 38.     (N)    084 37 00.     (W)     SCALED    
 JZ0752* NAVD 88     -       251.916  (meters)     826.49   (feet)  ADJUSTED  
 JZ0752  ___________________________________________________________________
 JZ0752  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0752  DYNAMIC HT  -         251.756 (meters)     825.97  (feet)  COMP
 JZ0752  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JZ0752
 JZ0752  VERT ORDER  -  FIRST     CLASS II
 JZ0752
 JZ0752.The horizontal coordinates were scaled from a topographic map and have
 JZ0752.an estimated accuracy of +/- 6 seconds.
 JZ0752
 JZ0752.The orthometric height was determined by differential leveling
 JZ0752.and adjusted by the National Geodetic Survey in June 1991..
 JZ0752
 JZ0752.The geoid height was determined by GEOID03.
 JZ0752
 JZ0752.The dynamic height is computed by dividing the NAVD 88
 JZ0752.geopotential number by the normal gravity value computed on the
 JZ0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0752.degrees latitude (g = 980.6199 gals.).
 JZ0752
 JZ0752.The modeled gravity was interpolated from observed gravity values.
 JZ0752
 JZ0752;                    North         East    Units  Estimated Accuracy
 JZ0752;SPC OH S     -   125,430.      416,950.      MT  (+/- 180 meters Scaled)
 JZ0752
 JZ0752                          SUPERSEDED SURVEY CONTROL
 JZ0752
 JZ0752  NGVD 29 (??/??/92)  252.098  (m)          827.09   (f) ADJ UNCH    1 2
 JZ0752
 JZ0752.Superseded values are not recommended for survey control.
 JZ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0752.See file dsdata.txt to determine how the superseded data were derived.
 JZ0752
 JZ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ060317(NAD 83)
 JZ0752_MARKER: DD = SURVEY DISK
 JZ0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0752_STAMPING: 1008 47
 JZ0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0752+STABILITY: SURFACE MOTION
 JZ0752
 JZ0752  HISTORY     - Date     Condition        Report By
 JZ0752  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0752  HISTORY     - 1947     GOOD             NGS
 JZ0752
 JZ0752                          STATION DESCRIPTION
 JZ0752
 JZ0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0752'AT DELHI.
 JZ0752'AT DELHI, AT NORTHWEST CORNER OF INTERSECTION OF ANDERSON FERRY
 JZ0752'ROAD AND RAPID RUN ROAD, 13.6 FEET WEST OF CENTER LINE OF
 JZ0752'ANDERSON FERRY ROAD, 47.3 FT NORTH OF CENTER LINE OF RAPID RUN
 JZ0752'ROAD, 6.4 FEET NORTH OF POLE T 62683.  A CONCRETE POST FLUSH
 JZ0752'WITH GROUND AND LEVEL WITH ANDERSON FERRY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6393 ***********************************************************************
 AA6393  DESIGNATION -  1008
 AA6393  PID         -  AA6393
 AA6393  STATE/COUNTY-  OH/BUTLER
 AA6393  USGS QUAD   -  TRENTON (1987)
 AA6393
 AA6393                         *CURRENT SURVEY CONTROL
 AA6393  ___________________________________________________________________
 AA6393* NAD 83(1995)-  39 26 03.39585(N)    084 28 26.74057(W)     ADJUSTED  
 AA6393* NAVD 88     -       187.7    (meters)     616.     (feet)  GPS OBS   
 AA6393  ___________________________________________________________________
 AA6393  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AA6393  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AA6393
 AA6393  HORZ ORDER  -  FIRST
 AA6393
 AA6393.The horizontal coordinates were established by GPS observations
 AA6393.and adjusted by the National Geodetic Survey in April 1998..
 AA6393
 AA6393.The orthometric height was determined by GPS observations and a
 AA6393.high-resolution geoid model.
 AA6393
 AA6393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6393
 AA6393.The geoid height was determined by GEOID03.
 AA6393
 AA6393;                    North         East     Units Scale Factor Converg.
 AA6393;SPC OH S     -   161,081.435   430,065.934   MT  0.99993629   -1 15 09.4
 AA6393;UTM  16      - 4,368,015.413   717,392.995   MT  1.00018191   +1 36 18.2
 AA6393
 AA6393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6393!SPC OH S     -   0.99997581  x   0.99993629  =   0.99991211
 AA6393!UTM  16      -   0.99997581  x   1.00018191  =   1.00015772
 AA6393
 AA6393                          SUPERSEDED SURVEY CONTROL
 AA6393
 AA6393  NAD 83(1995)-  39 26 03.40306(N)    084 28 26.74955(W) AD(       ) 1
 AA6393  NAD 83(1986)-  39 26 03.40087(N)    084 28 26.74991(W) AD(       ) 1
 AA6393
 AA6393.Superseded values are not recommended for survey control.
 AA6393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6393.See file dsdata.txt to determine how the superseded data were derived.
 AA6393
 AA6393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1739368015(NAD 83)
 AA6393_MARKER: DD = SURVEY DISK
 AA6393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6393_STAMPING: 1008 1989
 AA6393_MARK LOGO: BUTCOE
 AA6393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6393+STABILITY: SURFACE MOTION
 AA6393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6393+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AA6393
 AA6393  HISTORY     - Date     Condition        Report By
 AA6393  HISTORY     - 1989     MONUMENTED       WOOLPT
 AA6393
 AA6393                          STATION DESCRIPTION
 AA6393
 AA6393'DESCRIBED BY WOOLPERT CONSULTANTS 1989 (TW)
 AA6393'STATION 1008 IS LOCATED ON THE SOUTHWEST CORNER OF THE T-INTERSECTION
 AA6393'OF WOODSDALE ROAD AND AUGSPURGER ROAD. THE STATION IS FURTHER
 AA6393'DESCRIBED AS BEING 20.7 FT (6.3 M) MEASURED PERPENDICULARLY FROM THE
 AA6393'WIRE FENCE LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION OF THE
 AA6393'SAID ROADS, 9.8 FT (3.0 M) SOUTHWEST OF A STOP SIGN SITUATED ON THE
 AA6393'SOUTH SIDE OF AUGSPURGER ROAD AND 2.9 FT (0.9 M) WEST OF THE WEST EDGE
 AA6393'OF PAVEMENT OF WOODSDALE ROAD. STATION 1008 IS A BRASS DISK SET IN
 AA6393'CONCRETE AND IS STAMPED 1008 SET 1989.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0681 ***********************************************************************
 JZ0681  DESIGNATION -  1009
 JZ0681  PID         -  JZ0681
 JZ0681  STATE/COUNTY-  OH/HAMILTON
 JZ0681  USGS QUAD   -  COVINGTON (1987)
 JZ0681
 JZ0681                         *CURRENT SURVEY CONTROL
 JZ0681  ___________________________________________________________________
 JZ0681* NAD 83(1986)-  39 05 29.     (N)    084 33 45.     (W)     SCALED    
 JZ0681* NAVD 88     -       153.904  (meters)     504.93   (feet)  ADJUSTED  
 JZ0681  ___________________________________________________________________
 JZ0681  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0681  DYNAMIC HT  -         153.807 (meters)     504.62  (feet)  COMP
 JZ0681  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 JZ0681
 JZ0681  VERT ORDER  -  FIRST     CLASS II
 JZ0681
 JZ0681.The horizontal coordinates were scaled from a topographic map and have
 JZ0681.an estimated accuracy of +/- 6 seconds.
 JZ0681
 JZ0681.The orthometric height was determined by differential leveling
 JZ0681.and adjusted by the National Geodetic Survey in June 1991..
 JZ0681
 JZ0681.The geoid height was determined by GEOID03.
 JZ0681
 JZ0681.The dynamic height is computed by dividing the NAVD 88
 JZ0681.geopotential number by the normal gravity value computed on the
 JZ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0681.degrees latitude (g = 980.6199 gals.).
 JZ0681
 JZ0681.The modeled gravity was interpolated from observed gravity values.
 JZ0681
 JZ0681;                    North         East    Units  Estimated Accuracy
 JZ0681;SPC OH S     -   123,200.      421,590.      MT  (+/- 180 meters Scaled)
 JZ0681
 JZ0681                          SUPERSEDED SURVEY CONTROL
 JZ0681
 JZ0681  NGVD 29 (??/??/92)  154.080  (m)          505.51   (f) ADJ UNCH    1 2
 JZ0681
 JZ0681.Superseded values are not recommended for survey control.
 JZ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0681.See file dsdata.txt to determine how the superseded data were derived.
 JZ0681
 JZ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ108297(NAD 83)
 JZ0681_MARKER: DD = SURVEY DISK
 JZ0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0681_STAMPING: 1009
 JZ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0681+STABILITY: SURFACE MOTION
 JZ0681
 JZ0681  HISTORY     - Date     Condition        Report By
 JZ0681  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0681  HISTORY     - 1947     GOOD             NGS
 JZ0681  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0681
 JZ0681                          STATION DESCRIPTION
 JZ0681
 JZ0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0681'AT CINCINNATI.
 JZ0681'AT CINCINNATI, ALONG RIVER ROAD IN THE 2700 BLOCK, AT A THREE
 JZ0681'STORY BRICK BUILDING 2787, 12 FT N OF THE NW CORNER OF THE
 JZ0681'BUILDING, 1.5 FT S OF THE S CURB OF RIVER ROAD AND 0.7 FT N OF
 JZ0681'THE N EDGE OF SIDEWALK.  A CONCRETE POST SET FLUSH WITH WALK.
 JZ0681
 JZ0681                          STATION RECOVERY (1986)
 JZ0681
 JZ0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1667 ***********************************************************************
 KZ1667  DESIGNATION -  1009
 KZ1667  PID         -  KZ1667
 KZ1667  STATE/COUNTY-  OH/LOGAN
 KZ1667  USGS QUAD   -  DE GRAFF (1984)
 KZ1667
 KZ1667                         *CURRENT SURVEY CONTROL
 KZ1667  ___________________________________________________________________
 KZ1667* NAD 83(1986)-  40 18 42.     (N)    083 55 01.     (W)     SCALED    
 KZ1667* NAVD 88     -       307.170  (meters)    1007.77   (feet)  ADJUSTED  
 KZ1667  ___________________________________________________________________
 KZ1667  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KZ1667  DYNAMIC HT  -         307.015 (meters)    1007.26  (feet)  COMP
 KZ1667  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 KZ1667
 KZ1667  VERT ORDER  -  SECOND    CLASS 0
 KZ1667
 KZ1667.The horizontal coordinates were scaled from a topographic map and have
 KZ1667.an estimated accuracy of +/- 6 seconds.
 KZ1667
 KZ1667.The orthometric height was determined by differential leveling
 KZ1667.and adjusted by the National Geodetic Survey in June 1991..
 KZ1667
 KZ1667.The geoid height was determined by GEOID03.
 KZ1667
 KZ1667.The dynamic height is computed by dividing the NAVD 88
 KZ1667.geopotential number by the normal gravity value computed on the
 KZ1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1667.degrees latitude (g = 980.6199 gals.).
 KZ1667
 KZ1667.The modeled gravity was interpolated from observed gravity values.
 KZ1667
 KZ1667;                    North         East    Units  Estimated Accuracy
 KZ1667;SPC OH N     -    72,600.      479,560.      MT  (+/- 180 meters Scaled)
 KZ1667
 KZ1667                          SUPERSEDED SURVEY CONTROL
 KZ1667
 KZ1667  NGVD 29 (??/??/92)  307.382  (m)         1008.47   (f) ADJ UNCH    2 0
 KZ1667
 KZ1667.Superseded values are not recommended for survey control.
 KZ1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1667.See file dsdata.txt to determine how the superseded data were derived.
 KZ1667
 KZ1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE521664(NAD 83)
 KZ1667_MARKER: DD = SURVEY DISK
 KZ1667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1667_SP_SET: SIDEWALK
 KZ1667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1667
 KZ1667  HISTORY     - Date     Condition        Report By
 KZ1667  HISTORY     - UNK      MONUMENTED       USGS
 KZ1667  HISTORY     - 1935     GOOD             NGS
 KZ1667
 KZ1667                          STATION DESCRIPTION
 KZ1667
 KZ1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1667'AT DE GRAFF.
 KZ1667'IN SOUTHEAST CORNER OF INTERSECTION OF MIAMI STREET, (STATE
 KZ1667'HWY. 69) AND BOGGS STREET, 7.9 FEET SOUTH OF SOUTH EDGE OF
 KZ1667'SIDEWALK ALONG MIAMI ST., 7.7 FEET EAST OF EAST EDGE OF SIDEWALK
 KZ1667'ALONB BOGGS ST., 1 FOOT ABOVE SURFACE OF STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6385 ***********************************************************************
 AA6385  DESIGNATION -  1009
 AA6385  PID         -  AA6385
 AA6385  STATE/COUNTY-  OH/BUTLER
 AA6385  USGS QUAD   -  TRENTON (1987)
 AA6385
 AA6385                         *CURRENT SURVEY CONTROL
 AA6385  ___________________________________________________________________
 AA6385* NAD 83(1995)-  39 28 49.94103(N)    084 28 38.46843(W)     ADJUSTED  
 AA6385* NAVD 88     -       201.1    (meters)     660.     (feet)  GPS OBS   
 AA6385  ___________________________________________________________________
 AA6385  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 AA6385  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AA6385
 AA6385  HORZ ORDER  -  FIRST
 AA6385
 AA6385.The horizontal coordinates were established by GPS observations
 AA6385.and adjusted by the National Geodetic Survey in April 1998..
 AA6385
 AA6385.The orthometric height was determined by GPS observations and a
 AA6385.high-resolution geoid model.
 AA6385
 AA6385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6385
 AA6385.The geoid height was determined by GEOID03.
 AA6385
 AA6385;                    North         East     Units Scale Factor Converg.
 AA6385;SPC OH S     -   166,222.278   429,898.005   MT  0.99993731   -1 15 16.8
 AA6385;UTM  16      - 4,373,142.737   716,968.803   MT  1.00017963   +1 36 16.4
 AA6385
 AA6385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6385!SPC OH S     -   0.99997371  x   0.99993731  =   0.99991102
 AA6385!UTM  16      -   0.99997371  x   1.00017963  =   1.00015333
 AA6385
 AA6385                          SUPERSEDED SURVEY CONTROL
 AA6385
 AA6385  NAD 83(1995)-  39 28 49.94826(N)    084 28 38.47743(W) AD(       ) 1
 AA6385  NAD 83(1986)-  39 28 49.94626(N)    084 28 38.47782(W) AD(       ) 1
 AA6385
 AA6385.Superseded values are not recommended for survey control.
 AA6385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6385.See file dsdata.txt to determine how the superseded data were derived.
 AA6385
 AA6385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1696973143(NAD 83)
 AA6385_MARKER: DD = SURVEY DISK
 AA6385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6385_STAMPING: 1009 1990
 AA6385_MARK LOGO: BUTCOE
 AA6385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6385+STABILITY: SURFACE MOTION
 AA6385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6385+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA6385
 AA6385  HISTORY     - Date     Condition        Report By
 AA6385  HISTORY     - 1990     MONUMENTED       WOOLPT
 AA6385
 AA6385                          STATION DESCRIPTION
 AA6385
 AA6385'DESCRIBED BY WOOLPERT CONSULTANTS 1990 (TW)
 AA6385'STATION 1009 IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF
 AA6385'HIGHWAY 73 AND WAYNE-MADISON ROAD.  THE STATION IS FURTHER DESCRIBED
 AA6385'AS BEING 20.70' NORTHWEST OF A CONCRETE REFERENCE MONUMENT THAT IS
 AA6385'STAMPED RM 1, 24.35' SOUTHWEST OF A CONCRETE REFERENCE MONUMENT THAT
 AA6385'IS STAMPED RM 2 AND 53.80' SOUTHEAST OF A CHISEL MARK IN THE
 AA6385'INTERSECTION OF SAID ROADS THAT INDICATES A SECTION CORNER LOCATION.
 AA6385'STATION 1009 IS A BRASS DISK SET IN CONCRETE AND IS STAMPED 1009 SET
 AA6385'1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1668 ***********************************************************************
 KZ1668  DESIGNATION -  1009 RESET
 KZ1668  PID         -  KZ1668
 KZ1668  STATE/COUNTY-  OH/LOGAN
 KZ1668  USGS QUAD   -  DE GRAFF (1984)
 KZ1668
 KZ1668                         *CURRENT SURVEY CONTROL
 KZ1668  ___________________________________________________________________
 KZ1668* NAD 83(1986)-  40 18 42.     (N)    083 55 01.     (W)     SCALED    
 KZ1668* NAVD 88     -       306.60   (+/-2cm)    1005.9    (feet)  VERTCON   
 KZ1668  ___________________________________________________________________
 KZ1668  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KZ1668
 KZ1668  VERT ORDER  -  THIRD (See Below)
 KZ1668
 KZ1668.The horizontal coordinates were scaled from a topographic map and have
 KZ1668.an estimated accuracy of +/- 6 seconds.
 KZ1668
 KZ1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1668.The vertical order pertains to the NGVD 29 superseded value.
 KZ1668
 KZ1668.The geoid height was determined by GEOID03.
 KZ1668
 KZ1668;                    North         East    Units  Estimated Accuracy
 KZ1668;SPC OH N     -    72,600.      479,560.      MT  (+/- 180 meters Scaled)
 KZ1668
 KZ1668                          SUPERSEDED SURVEY CONTROL
 KZ1668
 KZ1668  NGVD 29 (10/13/05)  306.81   (m)         1006.6    (f) RESET       3  
 KZ1668
 KZ1668.Superseded values are not recommended for survey control.
 KZ1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1668.See file dsdata.txt to determine how the superseded data were derived.
 KZ1668
 KZ1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE521664(NAD 83)
 KZ1668_MARKER: DD = SURVEY DISK
 KZ1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1668_STAMPING: 1009 RESET 1953
 KZ1668_MARK LOGO: USGS  
 KZ1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1668+STABILITY: SURFACE MOTION
 KZ1668
 KZ1668  HISTORY     - Date     Condition        Report By
 KZ1668  HISTORY     - 1953     MONUMENTED       USGS
 KZ1668  HISTORY     - 1960     GOOD             CGS
 KZ1668  HISTORY     - 19760729 MARK NOT FOUND   LOCENG
 KZ1668
 KZ1668                          STATION DESCRIPTION
 KZ1668
 KZ1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ1668'AT DE GRAFF.
 KZ1668'AT DE GRAFF, LOGAN COUNTY, ON THE SOUTH SIDE OF MIAME STREET,
 KZ1668'AT THE INTERSECTION OF THE ALLEY BETWEEN MAIN STREET AND BOGGS
 KZ1668'STREET, NORTHWEST OF CHURCH LOT 76, BETWEEN THE SIDEWALK AND
 KZ1668'THE CURB, 10 FEET EAST OF THE EAST SIDE OF THE ALLEY, AND 3 FEET
 KZ1668'NORTH OF THE SIDEWALK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 KZ1668'STAMPED 1009 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST.
 KZ1668
 KZ1668                          STATION RECOVERY (1976)
 KZ1668
 KZ1668'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 KZ1668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0685 ***********************************************************************
 JZ0685  DESIGNATION -  1010
 JZ0685  PID         -  JZ0685
 JZ0685  STATE/COUNTY-  OH/HAMILTON
 JZ0685  USGS QUAD   -  COVINGTON (1987)
 JZ0685
 JZ0685                         *CURRENT SURVEY CONTROL
 JZ0685  ___________________________________________________________________
 JZ0685* NAD 83(1986)-  39 05 10.     (N)    084 34 36.     (W)     SCALED    
 JZ0685* NAVD 88     -       162.956  (meters)     534.63   (feet)  ADJUSTED  
 JZ0685  ___________________________________________________________________
 JZ0685  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0685  DYNAMIC HT  -         162.854 (meters)     534.30  (feet)  COMP
 JZ0685  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 JZ0685
 JZ0685  VERT ORDER  -  FIRST     CLASS II
 JZ0685
 JZ0685.The horizontal coordinates were scaled from a topographic map and have
 JZ0685.an estimated accuracy of +/- 6 seconds.
 JZ0685
 JZ0685.The orthometric height was determined by differential leveling
 JZ0685.and adjusted by the National Geodetic Survey in June 1991..
 JZ0685
 JZ0685.The geoid height was determined by GEOID03.
 JZ0685
 JZ0685.The dynamic height is computed by dividing the NAVD 88
 JZ0685.geopotential number by the normal gravity value computed on the
 JZ0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0685.degrees latitude (g = 980.6199 gals.).
 JZ0685
 JZ0685.The modeled gravity was interpolated from observed gravity values.
 JZ0685
 JZ0685;                    North         East    Units  Estimated Accuracy
 JZ0685;SPC OH S     -   122,640.      420,350.      MT  (+/- 180 meters Scaled)
 JZ0685
 JZ0685                          SUPERSEDED SURVEY CONTROL
 JZ0685
 JZ0685  NGVD 29 (??/??/92)  163.13   (m)          535.2    (f) COMPUTED    1 2
 JZ0685
 JZ0685.Superseded values are not recommended for survey control.
 JZ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0685.See file dsdata.txt to determine how the superseded data were derived.
 JZ0685
 JZ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ095291(NAD 83)
 JZ0685_MARKER: DD = SURVEY DISK
 JZ0685_SETTING: 0 = UNSPECIFIED SETTING
 JZ0685_STAMPING: 1010 1947
 JZ0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0685
 JZ0685  HISTORY     - Date     Condition        Report By
 JZ0685  HISTORY     - 1947     MONUMENTED       OH1610
 JZ0685  HISTORY     - 1947     GOOD             NGS
 JZ0685  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0685
 JZ0685                          STATION DESCRIPTION
 JZ0685
 JZ0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0685'AT SAYLER PARK.
 JZ0685'AT SAYLER PARK, ALONG RIVER ROAD IN THE 3200 BLOCK, 32.5 FEET
 JZ0685'SOUTH OF THE CENTER LINE OF RIVER ROAD, 11.5 FEET WEST OF POLE
 JZ0685'584A49.  DIRECTLY ACROSS THE STREET FROM STEPS LEADING TO HOUSE
 JZ0685'3232.  ABOUT LEVEL WITH GROUND.
 JZ0685
 JZ0685                          STATION RECOVERY (1961)
 JZ0685
 JZ0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6392 ***********************************************************************
 AA6392  DESIGNATION -  1010
 AA6392  PID         -  AA6392
 AA6392  STATE/COUNTY-  OH/BUTLER
 AA6392  USGS QUAD   -  HAMILTON (1988)
 AA6392
 AA6392                         *CURRENT SURVEY CONTROL
 AA6392  ___________________________________________________________________
 AA6392* NAD 83(1995)-  39 28 44.64093(N)    084 35 36.74565(W)     ADJUSTED  
 AA6392* NAVD 88     -       214.2    (meters)     703.     (feet)  GPS OBS   
 AA6392  ___________________________________________________________________
 AA6392  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AA6392  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 AA6392
 AA6392  HORZ ORDER  -  FIRST
 AA6392
 AA6392.The horizontal coordinates were established by GPS observations
 AA6392.and adjusted by the National Geodetic Survey in April 1998..
 AA6392
 AA6392.The orthometric height was determined by GPS observations and a
 AA6392.high-resolution geoid model.
 AA6392
 AA6392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6392
 AA6392.The geoid height was determined by GEOID03.
 AA6392
 AA6392;                    North         East     Units Scale Factor Converg.
 AA6392;SPC OH S     -   166,284.180   419,900.859   MT  0.99993727   -1 19 42.2
 AA6392;UTM  16      - 4,372,705.810   706,978.856   MT  1.00012748   +1 31 50.0
 AA6392
 AA6392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6392!SPC OH S     -   0.99997162  x   0.99993727  =   0.99990889
 AA6392!UTM  16      -   0.99997162  x   1.00012748  =   1.00009910
 AA6392
 AA6392                          SUPERSEDED SURVEY CONTROL
 AA6392
 AA6392  NAD 83(1995)-  39 28 44.64815(N)    084 35 36.75468(W) AD(       ) 1
 AA6392  NAD 83(1986)-  39 28 44.64626(N)    084 35 36.75513(W) AD(       ) 1
 AA6392
 AA6392.Superseded values are not recommended for survey control.
 AA6392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6392.See file dsdata.txt to determine how the superseded data were derived.
 AA6392
 AA6392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0697972706(NAD 83)
 AA6392_MARKER: DD = SURVEY DISK
 AA6392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6392_STAMPING: 1010 1990
 AA6392_MARK LOGO: BUTCOE
 AA6392_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6392+STABILITY: SURFACE MOTION
 AA6392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6392+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA6392
 AA6392  HISTORY     - Date     Condition        Report By
 AA6392  HISTORY     - 1990     MONUMENTED       WOOLPT
 AA6392
 AA6392                          STATION DESCRIPTION
 AA6392
 AA6392'DESCRIBED BY WOOLPERT CONSULTANTS 1990 (TW)
 AA6392'STATION 1010 IS LOCATED 0.3 MILEWEST OF THE INTERSECTION OF EATON ROAD
 AA6392'AND TAYLOR SCHOOL ROAD ON THE NORTH SIDE OF SAID TAYLOR SCHOOL ROAD.
 AA6392'THE STATION IS FURTHER DESCRIBED AS BEING 26.40' SOUTHWEST OF A
 AA6392'CONCRETE REFERENCE MONUMENT THAT IS STAMPED RM 1, 49.75' SOUTHEAST OF
 AA6392'A CONCRETE REFERENCE MONUMENT THAT IS STAMPED RM 2 AND 36.55'
 AA6392'NORTHWEST OF AN IRON PIN THAT IS STAMPED RM 3.  STATION 1010 IS A
 AA6392'BRASS DISK SET IN CONCRETE AND STAMPED 1010 SET 1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1532 ***********************************************************************
 KZ1532  DESIGNATION -  1011
 KZ1532  PID         -  KZ1532
 KZ1532  STATE/COUNTY-  OH/UNION
 KZ1532  USGS QUAD   -  MARYSVILLE (1973)
 KZ1532
 KZ1532                         *CURRENT SURVEY CONTROL
 KZ1532  ___________________________________________________________________
 KZ1532* NAD 83(1986)-  40 13 26.     (N)    083 22 17.     (W)     SCALED    
 KZ1532* NAVD 88     -       308.022  (meters)    1010.57   (feet)  ADJUSTED  
 KZ1532  ___________________________________________________________________
 KZ1532  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KZ1532  DYNAMIC HT  -         307.866 (meters)    1010.06  (feet)  COMP
 KZ1532  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 KZ1532
 KZ1532  VERT ORDER  -  SECOND    CLASS 0
 KZ1532
 KZ1532.The horizontal coordinates were scaled from a topographic map and have
 KZ1532.an estimated accuracy of +/- 6 seconds.
 KZ1532
 KZ1532.The orthometric height was determined by differential leveling
 KZ1532.and adjusted by the National Geodetic Survey in June 1991..
 KZ1532
 KZ1532.The geoid height was determined by GEOID03.
 KZ1532
 KZ1532.The dynamic height is computed by dividing the NAVD 88
 KZ1532.geopotential number by the normal gravity value computed on the
 KZ1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1532.degrees latitude (g = 980.6199 gals.).
 KZ1532
 KZ1532.The modeled gravity was interpolated from observed gravity values.
 KZ1532
 KZ1532;                    North         East    Units  Estimated Accuracy
 KZ1532;SPC OH N     -    62,250.      525,830.      MT  (+/- 180 meters Scaled)
 KZ1532
 KZ1532                          SUPERSEDED SURVEY CONTROL
 KZ1532
 KZ1532  NGVD 29 (??/??/92)  308.209  (m)         1011.18   (f) ADJ UNCH    2 0
 KZ1532
 KZ1532.Superseded values are not recommended for survey control.
 KZ1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1532.See file dsdata.txt to determine how the superseded data were derived.
 KZ1532
 KZ1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE982553(NAD 83)
 KZ1532_MARKER: Q = CHISELED SQUARE
 KZ1532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1532_SP_SET: CULVERT
 KZ1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1532
 KZ1532  HISTORY     - Date     Condition        Report By
 KZ1532  HISTORY     - UNK      MONUMENTED       USGS
 KZ1532  HISTORY     - 1934     GOOD             NGS
 KZ1532
 KZ1532                          STATION DESCRIPTION
 KZ1532
 KZ1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1532'0.2 MI S FROM MARYSVILLE.
 KZ1532'0.2 MILE SOUTH ALONG STATE HIGHWAY 38 FROM THE SOUTH CORPORATION
 KZ1532'LIMIT OF MARYSVILLE, UNION COUNTY, IN THE TOP OF THE SOUTH END
 KZ1532'OF THE EAST HEAD WALL OF A CONCRETE CULVERT, 13.2 FEET EAST
 KZ1532'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 KZ1532'THE ROADWAY.  A 1.2-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0688 ***********************************************************************
 JZ0688  DESIGNATION -  1011
 JZ0688  PID         -  JZ0688
 JZ0688  STATE/COUNTY-  OH/HAMILTON
 JZ0688  USGS QUAD   -  COVINGTON (1987)
 JZ0688
 JZ0688                         *CURRENT SURVEY CONTROL
 JZ0688  ___________________________________________________________________
 JZ0688* NAD 83(1986)-  39 04 41.     (N)    084 35 55.     (W)     SCALED    
 JZ0688* NAVD 88     -       151.559  (meters)     497.24   (feet)  ADJUSTED  
 JZ0688  ___________________________________________________________________
 JZ0688  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0688  DYNAMIC HT  -         151.463 (meters)     496.92  (feet)  COMP
 JZ0688  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JZ0688
 JZ0688  VERT ORDER  -  FIRST     CLASS II
 JZ0688
 JZ0688.The horizontal coordinates were scaled from a topographic map and have
 JZ0688.an estimated accuracy of +/- 6 seconds.
 JZ0688
 JZ0688.The orthometric height was determined by differential leveling
 JZ0688.and adjusted by the National Geodetic Survey in June 1991..
 JZ0688
 JZ0688.The geoid height was determined by GEOID03.
 JZ0688
 JZ0688.The dynamic height is computed by dividing the NAVD 88
 JZ0688.geopotential number by the normal gravity value computed on the
 JZ0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0688.degrees latitude (g = 980.6199 gals.).
 JZ0688
 JZ0688.The modeled gravity was interpolated from observed gravity values.
 JZ0688
 JZ0688;                    North         East    Units  Estimated Accuracy
 JZ0688;SPC OH S     -   121,790.      418,430.      MT  (+/- 180 meters Scaled)
 JZ0688
 JZ0688                          SUPERSEDED SURVEY CONTROL
 JZ0688
 JZ0688  NGVD 29 (??/??/92)  151.74   (m)          497.8    (f) COMPUTED    1 2
 JZ0688
 JZ0688.Superseded values are not recommended for survey control.
 JZ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0688.See file dsdata.txt to determine how the superseded data were derived.
 JZ0688
 JZ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ077281(NAD 83)
 JZ0688_MARKER: DD = SURVEY DISK
 JZ0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0688_STAMPING: 1011 47
 JZ0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0688+STABILITY: SURFACE MOTION
 JZ0688
 JZ0688  HISTORY     - Date     Condition        Report By
 JZ0688  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0688  HISTORY     - 1947     GOOD             NGS
 JZ0688  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0688
 JZ0688                          STATION DESCRIPTION
 JZ0688
 JZ0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0688'AT SAYLER PARK.
 JZ0688'AT SAYLER PARK, ALONG RIVER ROAD, IN THE 3700 BLOCK, 21.5 FEET
 JZ0688'SOUTH OF THE CENTER LINE OF RIVER ROAD, 31.0 FEET NORTH OF THE
 JZ0688'WEST BOUND TRACK OF NEW YORK CENTRAL RAILROAD, 29.3 FEET EAST
 JZ0688'OF POLE 3782.  A CONCRETE POST SET ABOUT FLUSH WITH GROUND.
 JZ0688
 JZ0688                          STATION RECOVERY (1961)
 JZ0688
 JZ0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0836 ***********************************************************************
 KZ0836  DESIGNATION -  1011
 KZ0836  PID         -  KZ0836
 KZ0836  STATE/COUNTY-  OH/KNOX
 KZ0836  USGS QUAD   -  FREDERICKTOWN (1984)
 KZ0836
 KZ0836                         *CURRENT SURVEY CONTROL
 KZ0836  ___________________________________________________________________
 KZ0836* NAD 83(1986)-  40 25 07.     (N)    082 30 12.     (W)     SCALED    
 KZ0836* NAVD 88     -       307.816  (meters)    1009.89   (feet)  ADJUSTED  
 KZ0836  ___________________________________________________________________
 KZ0836  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KZ0836  DYNAMIC HT  -         307.658 (meters)    1009.37  (feet)  COMP
 KZ0836  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 KZ0836
 KZ0836  VERT ORDER  -  SECOND    CLASS 0
 KZ0836
 KZ0836.The horizontal coordinates were scaled from a topographic map and have
 KZ0836.an estimated accuracy of +/- 6 seconds.
 KZ0836
 KZ0836.The orthometric height was determined by differential leveling
 KZ0836.and adjusted by the National Geodetic Survey in June 1991..
 KZ0836
 KZ0836.The geoid height was determined by GEOID03.
 KZ0836
 KZ0836.The dynamic height is computed by dividing the NAVD 88
 KZ0836.geopotential number by the normal gravity value computed on the
 KZ0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0836.degrees latitude (g = 980.6199 gals.).
 KZ0836
 KZ0836.The modeled gravity was interpolated from observed gravity values.
 KZ0836
 KZ0836;                    North         East    Units  Estimated Accuracy
 KZ0836;SPC OH N     -    83,500.      599,720.      MT  (+/- 180 meters Scaled)
 KZ0836
 KZ0836                          SUPERSEDED SURVEY CONTROL
 KZ0836
 KZ0836  NGVD 29 (??/??/92)  307.992  (m)         1010.47   (f) ADJ UNCH    2 0
 KZ0836
 KZ0836.Superseded values are not recommended for survey control.
 KZ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0836.See file dsdata.txt to determine how the superseded data were derived.
 KZ0836
 KZ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE724753(NAD 83)
 KZ0836_MARKER: Q = CHISELED SQUARE
 KZ0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0836_SP_SET: BRIDGE
 KZ0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0836
 KZ0836  HISTORY     - Date     Condition        Report By
 KZ0836  HISTORY     - UNK      MONUMENTED       USGS
 KZ0836  HISTORY     - 1934     GOOD             NGS
 KZ0836
 KZ0836                          STATION DESCRIPTION
 KZ0836
 KZ0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0836'1.8 MI N FROM MT VERNON.
 KZ0836'1.8 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KZ0836'STATION AT MT. VERNON, KNOX COUNTY, 45 FEET SOUTHWEST OF A STEEL
 KZ0836'HIGHWAY BRIDGE, AT BRIDGE 573, ON THE TOP OF THE EAST END OF THE
 KZ0836'SOUTH HEADWALL, 14 INCHES SOUTH OF THE NORTH FACE, 11 FEET EAST
 KZ0836'OF THE EAST RAIL, 32 FEET WEST OF THE CENTERLINE OF STATE
 KZ0836'HIGHWAY 13, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A CHISELED
 KZ0836'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1354 ***********************************************************************
 JZ1354  DESIGNATION -  1011
 JZ1354  PID         -  JZ1354
 JZ1354  STATE/COUNTY-  OH/PREBLE
 JZ1354  USGS QUAD   -  EATON SOUTH (1987)
 JZ1354
 JZ1354                         *CURRENT SURVEY CONTROL
 JZ1354  ___________________________________________________________________
 JZ1354* NAD 83(1986)-  39 37 34.     (N)    084 41 16.     (W)     SCALED    
 JZ1354* NAVD 88     -       307.851  (meters)    1010.01   (feet)  ADJUSTED  
 JZ1354  ___________________________________________________________________
 JZ1354  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JZ1354  DYNAMIC HT  -         307.677 (meters)    1009.44  (feet)  COMP
 JZ1354  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 JZ1354
 JZ1354  VERT ORDER  -  SECOND    CLASS 0
 JZ1354
 JZ1354.The horizontal coordinates were scaled from a topographic map and have
 JZ1354.an estimated accuracy of +/- 6 seconds.
 JZ1354
 JZ1354.The orthometric height was determined by differential leveling
 JZ1354.and adjusted by the National Geodetic Survey in June 1991..
 JZ1354
 JZ1354.The geoid height was determined by GEOID03.
 JZ1354
 JZ1354.The dynamic height is computed by dividing the NAVD 88
 JZ1354.geopotential number by the normal gravity value computed on the
 JZ1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1354.degrees latitude (g = 980.6199 gals.).
 JZ1354
 JZ1354.The modeled gravity was interpolated from observed gravity values.
 JZ1354
 JZ1354;                    North         East    Units  Estimated Accuracy
 JZ1354;SPC OH S     -   182,800.      412,190.      MT  (+/- 180 meters Scaled)
 JZ1354
 JZ1354                          SUPERSEDED SURVEY CONTROL
 JZ1354
 JZ1354  NGVD 29 (??/??/92)  308.017  (m)         1010.55   (f) ADJ UNCH    2 0
 JZ1354
 JZ1354.Superseded values are not recommended for survey control.
 JZ1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1354.See file dsdata.txt to determine how the superseded data were derived.
 JZ1354
 JZ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ984888(NAD 83)
 JZ1354_MARKER: DD = SURVEY DISK
 JZ1354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1354_SP_SET: BUILDING FOUNDATION
 JZ1354_STAMPING: 1011 OHIO
 JZ1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1354
 JZ1354  HISTORY     - Date     Condition        Report By
 JZ1354  HISTORY     - UNK      MONUMENTED       CGS
 JZ1354  HISTORY     - 1947     GOOD             NGS
 JZ1354
 JZ1354                          STATION DESCRIPTION
 JZ1354
 JZ1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1354'2.2 MI W FROM CAMDEN.
 JZ1354'2.2 MILES WEST ALONG STATE HIGHWAY 725 FROM ITS INTERSECTION WITH
 JZ1354'U.S. HIGHWAY 127 AT CAMDEN, 140 YARDS WEST OF A CROSS ROAD, SET
 JZ1354'IN THE EAST WALL AND 0.6 FOOT NORTH OF THE SOUTHEAST CORNER OF
 JZ1354'LOWES CHAPEL (NOW CONVERTED INTO A MACHINE SHED), SET VERTICALLY
 JZ1354'IN THE STONE FOUNDATION OF THE RED BRICK BUILDING AND ABOUT 1.8
 JZ1354'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6384 ***********************************************************************
 AA6384  DESIGNATION -  1011
 AA6384  PID         -  AA6384
 AA6384  STATE/COUNTY-  OH/BUTLER
 AA6384  USGS QUAD   -  MILLVILLE (1970)
 AA6384
 AA6384                         *CURRENT SURVEY CONTROL
 AA6384  ___________________________________________________________________
 AA6384* NAD 83(1995)-  39 28 25.96530(N)    084 42 09.42159(W)     ADJUSTED  
 AA6384* NAVD 88     -       261.4    (meters)     858.     (feet)  GPS OBS   
 AA6384  ___________________________________________________________________
 AA6384  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AA6384  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AA6384
 AA6384  HORZ ORDER  -  FIRST
 AA6384
 AA6384.The horizontal coordinates were established by GPS observations
 AA6384.and adjusted by the National Geodetic Survey in April 1998..
 AA6384
 AA6384.The orthometric height was determined by GPS observations and a
 AA6384.high-resolution geoid model.
 AA6384
 AA6384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6384
 AA6384.The geoid height was determined by GEOID03.
 AA6384
 AA6384;                    North         East     Units Scale Factor Converg.
 AA6384;SPC OH S     -   165,931.647   410,505.187   MT  0.99993712   -1 23 51.4
 AA6384;UTM  16      - 4,371,884.978   697,610.897   MT  1.00008081   +1 27 39.5
 AA6384
 AA6384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6384!SPC OH S     -   0.99996422  x   0.99993712  =   0.99990134
 AA6384!UTM  16      -   0.99996422  x   1.00008081  =   1.00004502
 AA6384
 AA6384                          SUPERSEDED SURVEY CONTROL
 AA6384
 AA6384  NAD 83(1995)-  39 28 25.97248(N)    084 42 09.43068(W) AD(       ) 1
 AA6384  NAD 83(1986)-  39 28 25.97065(N)    084 42 09.43155(W) AD(       ) 1
 AA6384
 AA6384.Superseded values are not recommended for survey control.
 AA6384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6384.See file dsdata.txt to determine how the superseded data were derived.
 AA6384
 AA6384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9761171885(NAD 83)
 AA6384_MARKER: DD = SURVEY DISK
 AA6384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6384_STAMPING: 1011 1990
 AA6384_MARK LOGO: BUTCOE
 AA6384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6384+STABILITY: SURFACE MOTION
 AA6384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6384+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA6384
 AA6384  HISTORY     - Date     Condition        Report By
 AA6384  HISTORY     - 1990     MONUMENTED       WOOLPT
 AA6384
 AA6384                          STATION DESCRIPTION
 AA6384
 AA6384'DESCRIBED BY WOOLPERT CONSULTANTS 1990 (TW)
 AA6384'STATION 1011 IS LOCATED ON THE NORTH SIDE OF NICHOLS ROAD , JUST EAST
 AA6384'OF HIGHWAY 27 AT A SUBSTATION AND RADIO ANTENNA FACILITY.  THE STATION
 AA6384'IS FURTHER DESCRIBED AS BEING 24.36' NORTH OF A CONCRETE REFERENCE
 AA6384'MONUMENT THAT IS STAMPED RM 1, 27.30' SOUTHWEST OF A CONCRETE
 AA6384'REFERENCE MONUMENT THAT IS STAMPED RM 2 AND 36.70' EAST OF AN IRON PIN
 AA6384'THAT IS STAMPED RM 3.  STATION 1011 IS A BRASS CAP SET IN CONCRETE AND
 AA6384'STAMPED 1011 SET 1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7163 ***********************************************************************
 DG7163  CBN         -  This is a Cooperative Base Network Control Station.
 DG7163  DESIGNATION -  1011
 DG7163  PID         -  DG7163
 DG7163  STATE/COUNTY-  OH/ERIE
 DG7163  USGS QUAD   -  KIMBALL (1969)
 DG7163
 DG7163                         *CURRENT SURVEY CONTROL
 DG7163  ___________________________________________________________________
 DG7163* NAD 83(1995)-  41 19 20.76095(N)    082 37 52.82935(W)     ADJUSTED  
 DG7163* NAVD 88     -       200.5    (meters)     658.     (feet)  GPS OBS   
 DG7163  ___________________________________________________________________
 DG7163  X           -     615,249.053 (meters)                     COMP
 DG7163  Y           -  -4,757,529.431 (meters)                     COMP
 DG7163  Z           -   4,189,491.212 (meters)                     COMP
 DG7163  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 DG7163  ELLIP HEIGHT-         165.42  (meters)          (09/23/04) GPS OBS
 DG7163  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 DG7163
 DG7163  HORZ ORDER  -  A
 DG7163  ELLP ORDER  -  FOURTH    CLASS I
 DG7163
 DG7163.The horizontal coordinates were established by GPS observations
 DG7163.and adjusted by the National Geodetic Survey in September 2004..
 DG7163
 DG7163.The orthometric height was determined by GPS observations and a
 DG7163.high-resolution geoid model.
 DG7163
 DG7163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7163
 DG7163.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7163
 DG7163.The ellipsoidal height was determined by GPS observations
 DG7163.and is referenced to NAD 83.
 DG7163
 DG7163.The geoid height was determined by GEOID03.
 DG7163
 DG7163;                    North         East     Units Scale Factor Converg.
 DG7163;SPC OH N     -   183,875.800   589,004.152   MT  0.99994900   -0 05 10.6
 DG7163;UTM  17      - 4,575,834.831   363,470.063   MT  0.99982941   -1 04 38.4
 DG7163
 DG7163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7163!SPC OH N     -   0.99997405  x   0.99994900  =   0.99992306
 DG7163!UTM  17      -   0.99997405  x   0.99982941  =   0.99980347
 DG7163
 DG7163                          SUPERSEDED SURVEY CONTROL
 DG7163
 DG7163.No superseded survey control is available for this station.
 DG7163
 DG7163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF6347075835(NAD 83)
 DG7163_MARKER: DB = BENCH MARK DISK
 DG7163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7163_STAMPING: 1011 658.64
 DG7163_MARK LOGO: OH-043
 DG7163_PROJECTION: FLUSH
 DG7163_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7163+STABILITY: SURFACE MOTION
 DG7163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7163+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 DG7163
 DG7163  HISTORY     - Date     Condition        Report By
 DG7163  HISTORY     - 20030415 MONUMENTED       OH-043
 DG7163
 DG7163                          STATION DESCRIPTION
 DG7163
 DG7163'DESCRIBED BY ERIE COUNTY OH 2003 (GTF)
 DG7163'DESCRIBED BY WOOLPERT LLP IN 2003. (GTF)
 DG7163' 
 DG7163'THE STATION IS LOCATED 5.0 MI NORTH OF NORWALK AND 2.2 MI  NORTHWEST
 DG7163'OF MILAN IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF KELLEY ROAD
 DG7163'AND STRECKER ROAD.
 DG7163' 
 DG7163'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 DG7163'80/90 OVERPASS AND US 250, ABOUT 6 MI NORTH OF NORWALK, GO SOUTH
 DG7163'ALONG US 250 FOR 0.1 MI TO STRECKER ROAD ON THE RIGHT. TURN RIGHT  AND
 DG7163'GO WEST ALONG STRECKER ROAD FOR 0.9 MI TO KELLEY ROAD AND  THE STATION
 DG7163'ON THE LEFT.
 DG7163' 
 DG7163'THE STATION IS AN ERIE COUNTY BENCH MARK DISK SET IN CONCRETE AND
 DG7163'FLUSH  WITH THE GROUND. THE STATION IS 20.5 FT SOUTH-SOUTHWEST OF A
 DG7163'POWER/LIGHT POLE, 18.9 FT SOUTH-SOUTHEAST OF THE CENTER OF A  CATCH
 DG7163'BASIN, 27.1 FT EAST OF THE CENTERLINE OF KELLEY ROAD, 45.1 FT  SOUTH
 DG7163'OF THE CENTERLINE OF STRECKER ROAD, AND 18.1 FT SOUTH OF A  UTILITY
 DG7163'PEDESTAL NO 1007 32A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0871 ***********************************************************************
 MB0871  DESIGNATION -  1012
 MB0871  PID         -  MB0871
 MB0871  STATE/COUNTY-  OH/MAHONING
 MB0871  USGS QUAD   -  CANFIELD (1979)
 MB0871
 MB0871                         *CURRENT SURVEY CONTROL
 MB0871  ___________________________________________________________________
 MB0871* NAD 83(1986)-  41 05 58.     (N)    080 47 32.     (W)     SCALED    
 MB0871* NAVD 88     -       308.377  (meters)    1011.73   (feet)  ADJUSTED  
 MB0871  ___________________________________________________________________
 MB0871  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB0871  DYNAMIC HT  -         308.237 (meters)    1011.27  (feet)  COMP
 MB0871  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 MB0871
 MB0871  VERT ORDER  -  SECOND    CLASS 0
 MB0871
 MB0871.The horizontal coordinates were scaled from a topographic map and have
 MB0871.an estimated accuracy of +/- 6 seconds.
 MB0871
 MB0871.The orthometric height was determined by differential leveling
 MB0871.and adjusted by the National Geodetic Survey in June 1991..
 MB0871
 MB0871.The geoid height was determined by GEOID03.
 MB0871
 MB0871.The dynamic height is computed by dividing the NAVD 88
 MB0871.geopotential number by the normal gravity value computed on the
 MB0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0871.degrees latitude (g = 980.6199 gals.).
 MB0871
 MB0871.The modeled gravity was interpolated from observed gravity values.
 MB0871
 MB0871;                    North         East    Units  Estimated Accuracy
 MB0871;SPC OH N     -   160,510.      743,450.      MT  (+/- 180 meters Scaled)
 MB0871
 MB0871                          SUPERSEDED SURVEY CONTROL
 MB0871
 MB0871  NGVD 29 (??/??/92)  308.55   (m)         1012.3    (f) COMPUTED    2 0
 MB0871
 MB0871.Superseded values are not recommended for survey control.
 MB0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0871.See file dsdata.txt to determine how the superseded data were derived.
 MB0871
 MB0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF174498(NAD 83)
 MB0871_MARKER: DD = SURVEY DISK
 MB0871_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0871_SP_SET: BUILDING FOUNDATION
 MB0871_STAMPING: 1012 ADJ 1903
 MB0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0871
 MB0871  HISTORY     - Date     Condition        Report By
 MB0871  HISTORY     - 1903     MONUMENTED       USGS
 MB0871  HISTORY     - 1950     GOOD             NGS
 MB0871  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 MB0871
 MB0871                          STATION DESCRIPTION
 MB0871
 MB0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0871'AT WEST AUSTINTOWN.
 MB0871'IN THE NORTH FACE OF THE TOP LAYER OF STONE FOUNDATION OF THE
 MB0871'WEST AUSTINTOWN EVANGELICAL CHURCH, 1 FOOT EAST OF THE NORTHWEST
 MB0871'CORNER.  A U.S.G.S. DISK CEMENTED IN A DRILLED HOLE AND ABOUT
 MB0871'1.5 FEET ABOVE THE LEVEL OF THE ROAD.  THIS IS A VERTICAL MARK.
 MB0871
 MB0871                          STATION RECOVERY (2006)
 MB0871
 MB0871'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0871'A NEW CHURCH HAS BEEN CONSTRUCTED ON THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0745 ***********************************************************************
 JZ0745  DESIGNATION -  1012
 JZ0745  PID         -  JZ0745
 JZ0745  STATE/COUNTY-  OH/HAMILTON
 JZ0745  USGS QUAD   -  COVINGTON (1987)
 JZ0745
 JZ0745                         *CURRENT SURVEY CONTROL
 JZ0745  ___________________________________________________________________
 JZ0745* NAD 83(1986)-  39 04 37.     (N)    084 37 26.     (W)     SCALED    
 JZ0745* NAVD 88     -       149.306  (meters)     489.85   (feet)  ADJUSTED  
 JZ0745  ___________________________________________________________________
 JZ0745  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0745  DYNAMIC HT  -         149.210 (meters)     489.53  (feet)  COMP
 JZ0745  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 JZ0745
 JZ0745  VERT ORDER  -  FIRST     CLASS II
 JZ0745
 JZ0745.The horizontal coordinates were scaled from a topographic map and have
 JZ0745.an estimated accuracy of +/- 6 seconds.
 JZ0745
 JZ0745.The orthometric height was determined by differential leveling
 JZ0745.and adjusted by the National Geodetic Survey in June 1991..
 JZ0745
 JZ0745.The geoid height was determined by GEOID03.
 JZ0745
 JZ0745.The dynamic height is computed by dividing the NAVD 88
 JZ0745.geopotential number by the normal gravity value computed on the
 JZ0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0745.degrees latitude (g = 980.6199 gals.).
 JZ0745
 JZ0745.The modeled gravity was interpolated from observed gravity values.
 JZ0745
 JZ0745;                    North         East    Units  Estimated Accuracy
 JZ0745;SPC OH S     -   121,720.      416,240.      MT  (+/- 180 meters Scaled)
 JZ0745
 JZ0745                          SUPERSEDED SURVEY CONTROL
 JZ0745
 JZ0745  NGVD 29 (06/03/91)  149.457  (m)          490.34   (f) ADJUSTED    1 2
 JZ0745
 JZ0745.Superseded values are not recommended for survey control.
 JZ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0745.See file dsdata.txt to determine how the superseded data were derived.
 JZ0745
 JZ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ055280(NAD 83)
 JZ0745_MARKER: DE = TRAVERSE STATION DISK
 JZ0745_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0745_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0745_STAMPING: 1012 47
 JZ0745_MARK LOGO: OH1610
 JZ0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0745+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 JZ0745
 JZ0745  HISTORY     - Date     Condition        Report By
 JZ0745  HISTORY     - 1947     MONUMENTED       OH1610
 JZ0745  HISTORY     - 1947     GOOD             NGS
 JZ0745  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0745  HISTORY     - 19900920 GOOD             WOOLPT
 JZ0745  HISTORY     - 20060527 GOOD             GEOCAC
 JZ0745  HISTORY     - 20060527 GOOD             GEOCAC
 JZ0745
 JZ0745                          STATION DESCRIPTION
 JZ0745
 JZ0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0745'AT ANDERSON FERRY.
 JZ0745'AT ANDERSON FERRY, ALONG RIVER ROAD, IN THE 4400 BLOCK, 20.0 FEET
 JZ0745'EAST OF STONE WALK LEADING TO 2-STORY FRAME HOUSE 4422, 21.1
 JZ0745'FEET NORTH OF THE CENTER LINE OF RIVER ROAD.  A CONCRETE POST
 JZ0745'ABOUT LEVEL WITH THE STREET AND PROJECTING ABOUT 0.3 FEET.
 JZ0745
 JZ0745                          STATION RECOVERY (1961)
 JZ0745
 JZ0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0745'MARK NOT FOUND.
 JZ0745
 JZ0745                          STATION RECOVERY (1990)
 JZ0745
 JZ0745'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0745'RECOVERED IN GOOD CONDITION.
 JZ0745
 JZ0745                          STATION RECOVERY (2006)
 JZ0745
 JZ0745'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0745'NEW DESCRIPTION
 JZ0745'-- THE STATION IS LOCATED ON THE SOUTH SIDE OF RIVER ROAD (RT 50).
 JZ0745'-- 26 FT. EAST OF THE EXTENDED CENTERLINE OF ANDERSON FERRY RD.
 JZ0745'-- 26 FT. EAST OF THE DRIVEWAY CENTERLINE LEADING TO THE ANDERSON
 JZ0745'FERRY RAMP.
 JZ0745'-- 10.3 FT SOUTH OF THE MOST SOUTHERN RAIL OF THE RAILROAD TRACKS.
 JZ0745'-- 4.7 FT EAST OF A CONCRETE BASE FOR A RAILROAD CROSSING SIGN WITH
 JZ0745'RED LIGHTS.
 JZ0745'-- 23.1 FT NORTHWEST OF THE CENTER OF THE MIDDLE FORD WATER METER BOX
 JZ0745'LID. THE MEASUREMENT WAS
 JZ0745'   TAKEN FROM THE MIDDLE METER BOX OF 3 IDENTICLE 2 FT. DIAMETER LIDS.
 JZ0745' 
 JZ0745'-- NO HOUSES PRESENT AS MENTIONED IN PREVIOUS DESCRIPTIONS.
 JZ0745' 
 JZ0745' 
 JZ0745
 JZ0745                          STATION RECOVERY (2006)
 JZ0745
 JZ0745'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0745'ADDITIONAL COMMENTS-  DISK IS APROX 12 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1028 ***********************************************************************
 KZ1028  DESIGNATION -  1012
 KZ1028  PID         -  KZ1028
 KZ1028  STATE/COUNTY-  OH/RICHLAND
 KZ1028  USGS QUAD   -  SHELBY (1980)
 KZ1028
 KZ1028                         *CURRENT SURVEY CONTROL
 KZ1028  ___________________________________________________________________
 KZ1028* NAD 83(1986)-  40 59 25.     (N)    082 40 13.     (W)     SCALED    
 KZ1028* NAVD 88     -       308.257  (meters)    1011.34   (feet)  ADJUSTED  
 KZ1028  ___________________________________________________________________
 KZ1028  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 KZ1028  DYNAMIC HT  -         308.113 (meters)    1010.87  (feet)  COMP
 KZ1028  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 KZ1028
 KZ1028  VERT ORDER  -  FIRST     CLASS I
 KZ1028
 KZ1028.The horizontal coordinates were scaled from a topographic map and have
 KZ1028.an estimated accuracy of +/- 6 seconds.
 KZ1028
 KZ1028.The orthometric height was determined by differential leveling
 KZ1028.and adjusted by the National Geodetic Survey in June 1991..
 KZ1028
 KZ1028.The geoid height was determined by GEOID03.
 KZ1028
 KZ1028.The dynamic height is computed by dividing the NAVD 88
 KZ1028.geopotential number by the normal gravity value computed on the
 KZ1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1028.degrees latitude (g = 980.6199 gals.).
 KZ1028
 KZ1028.The modeled gravity was interpolated from observed gravity values.
 KZ1028
 KZ1028;                    North         East    Units  Estimated Accuracy
 KZ1028;SPC OH N     -   147,000.      585,670.      MT  (+/- 180 meters Scaled)
 KZ1028
 KZ1028                          SUPERSEDED SURVEY CONTROL
 KZ1028
 KZ1028  NGVD 29 (??/??/92)  308.419  (m)         1011.87   (f) ADJ UNCH    1 1
 KZ1028
 KZ1028.Superseded values are not recommended for survey control.
 KZ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1028.See file dsdata.txt to determine how the superseded data were derived.
 KZ1028
 KZ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF595390(NAD 83)
 KZ1028_MARKER: P = PIPE CAP
 KZ1028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1028_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1028_STAMPING: OHIO 1012
 KZ1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1028
 KZ1028  HISTORY     - Date     Condition        Report By
 KZ1028  HISTORY     - UNK      MONUMENTED       USGS
 KZ1028  HISTORY     - 1967     GOOD             NGS
 KZ1028  HISTORY     - 1970     GOOD             NGS
 KZ1028
 KZ1028                          STATION DESCRIPTION
 KZ1028
 KZ1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1028'AT PLYMOUTH.
 KZ1028'AT PLYMOUTH, ABOUT 0.35 MILE SOUTH ALONG THE BALTIMORE AND OHIO
 KZ1028'RAILROAD FROM THE WEST BROADWAY OVERPASS, 67 FEET SOUTHEAST OF
 KZ1028'THE CENTER OF THE CROSSING OF THE AKRON, CANTON AND YOUNGSTOWN
 KZ1028'RAILROAD, 67 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM THE AC
 KZ1028'AND Y RR STATION, 63.6 FEET EAST OF THE EAST RAIL OF THE B AND O RR,
 KZ1028'27.6 FEET NORTH OF THE NORTH RAIL OF THE AC AND Y RR, 7 FEET
 KZ1028'NORTHWEST OF A 6-INCH WILD CHERRY TREE, 2.2 FEET NORTH OF A METAL
 KZ1028'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACKS AND PROJECTS
 KZ1028'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 KZ1028
 KZ1028                          STATION RECOVERY (1970)
 KZ1028
 KZ1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0872 ***********************************************************************
 MB0872  DESIGNATION -  1012 RESET
 MB0872  PID         -  MB0872
 MB0872  STATE/COUNTY-  OH/MAHONING
 MB0872  USGS QUAD   -  CANFIELD (1979)
 MB0872
 MB0872                         *CURRENT SURVEY CONTROL
 MB0872  ___________________________________________________________________
 MB0872* NAD 83(1986)-  41 05 58.     (N)    080 47 32.     (W)     SCALED    
 MB0872* NAVD 88     -       306.41   (+/-2cm)    1005.3    (feet)  VERTCON   
 MB0872  ___________________________________________________________________
 MB0872  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB0872
 MB0872  VERT ORDER  -  THIRD (See Below)
 MB0872
 MB0872.The horizontal coordinates were scaled from a topographic map and have
 MB0872.an estimated accuracy of +/- 6 seconds.
 MB0872
 MB0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB0872.The vertical order pertains to the NGVD 29 superseded value.
 MB0872
 MB0872.The geoid height was determined by GEOID03.
 MB0872
 MB0872;                    North         East    Units  Estimated Accuracy
 MB0872;SPC OH N     -   160,510.      743,450.      MT  (+/- 180 meters Scaled)
 MB0872
 MB0872                          SUPERSEDED SURVEY CONTROL
 MB0872
 MB0872  NGVD 29 (??/??/??)  306.58   (m)         1005.8    (f) RESET       3  
 MB0872
 MB0872.Superseded values are not recommended for survey control.
 MB0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0872.See file dsdata.txt to determine how the superseded data were derived.
 MB0872
 MB0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF174498(NAD 83)
 MB0872_MARKER: DD = SURVEY DISK
 MB0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0872_STAMPING: 1012 RESET 1956
 MB0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0872+STABILITY: SURFACE MOTION
 MB0872
 MB0872  HISTORY     - Date     Condition        Report By
 MB0872  HISTORY     - 1956     MONUMENTED       OH-099
 MB0872  HISTORY     - 20060310 MARK NOT FOUND   GEOCAC
 MB0872
 MB0872                          STATION DESCRIPTION
 MB0872
 MB0872'DESCRIBED BY MAHONING COUNTY OHIO 1956
 MB0872'1.5 MI W FROM AUSTINTOWN.
 MB0872'1.5 MILES WEST OF AUSTINTOWN, 358.4 FEET WEST OF THE INTERSECTION
 MB0872'MONUMENT AU 4 DESIGNATING STATE ROUTE 18 AND TURNER ROAD, AND
 MB0872'IN THE NORTHEAST UNFENCED POINT OF PROPERTY OWNED BY THE MAHONING
 MB0872'VALLEY SANITARY DISTRICT.  THE MARK IS 65.3 FEET SOUTH OF THE
 MB0872'CENTERLINE OF STATE ROUTE 18, 91.5 FEET NORTHWEST OF THE NORTHWEST
 MB0872'CORNER OF THE WEST AUSTINTOWN EVANGELICAL CHURCH, AND 2 FEET
 MB0872'NORTHEAST OF A WHITE WITNESS POST.  THE DISK IS SET IN THE TOP
 MB0872'OF A SQUARE CONCRETE POST PROJECTING 3 INCHES.  4 FEET NORTH OF
 MB0872'A FENCE CORNER AND 2 FEET EAST OF A FENCE CORNER.
 MB0872
 MB0872                          STATION RECOVERY (2006)
 MB0872
 MB0872'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0693 ***********************************************************************
 JZ0693  DESIGNATION -  1013
 JZ0693  PID         -  JZ0693
 JZ0693  STATE/COUNTY-  OH/HAMILTON
 JZ0693  USGS QUAD   -  BURLINGTON (1991)
 JZ0693
 JZ0693                         *CURRENT SURVEY CONTROL
 JZ0693  ___________________________________________________________________
 JZ0693* NAD 83(1986)-  39 06 08.     (N)    084 40 50.     (W)     SCALED    
 JZ0693* NAVD 88     -       149.764  (meters)     491.35   (feet)  ADJUSTED  
 JZ0693  ___________________________________________________________________
 JZ0693  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0693  DYNAMIC HT  -         149.670 (meters)     491.04  (feet)  COMP
 JZ0693  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 JZ0693
 JZ0693  VERT ORDER  -  FIRST     CLASS II
 JZ0693
 JZ0693.The horizontal coordinates were scaled from a topographic map and have
 JZ0693.an estimated accuracy of +/- 6 seconds.
 JZ0693
 JZ0693.The orthometric height was determined by differential leveling
 JZ0693.and adjusted by the National Geodetic Survey in June 1991..
 JZ0693
 JZ0693.The geoid height was determined by GEOID03.
 JZ0693
 JZ0693.The dynamic height is computed by dividing the NAVD 88
 JZ0693.geopotential number by the normal gravity value computed on the
 JZ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0693.degrees latitude (g = 980.6199 gals.).
 JZ0693
 JZ0693.The modeled gravity was interpolated from observed gravity values.
 JZ0693
 JZ0693;                    North         East    Units  Estimated Accuracy
 JZ0693;SPC OH S     -   124,640.      411,410.      MT  (+/- 180 meters Scaled)
 JZ0693
 JZ0693                          SUPERSEDED SURVEY CONTROL
 JZ0693
 JZ0693  NGVD 29 (??/??/92)  149.956  (m)          491.98   (f) ADJ UNCH    1 2
 JZ0693
 JZ0693.Superseded values are not recommended for survey control.
 JZ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0693.See file dsdata.txt to determine how the superseded data were derived.
 JZ0693
 JZ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ005306(NAD 83)
 JZ0693_MARKER: DD = SURVEY DISK
 JZ0693_SETTING: 0 = UNSPECIFIED SETTING
 JZ0693_STAMPING: 1013 1947
 JZ0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0693
 JZ0693  HISTORY     - Date     Condition        Report By
 JZ0693  HISTORY     - 1947     MONUMENTED       OH1610
 JZ0693  HISTORY     - 1947     GOOD             NGS
 JZ0693  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0693
 JZ0693                          STATION DESCRIPTION
 JZ0693
 JZ0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0693'AT SAYLER PARK.
 JZ0693'AT SAYLER PARK ALONG RIVER ROAD, IN THE 6000 BLOCK, 26.5 FEET
 JZ0693'SOUTH OF THE CENTER LINE OF RIVER ROAD, 10.0 FEET NORTH OF THE
 JZ0693'NORTH RAIL OF WESTBOUND TRACK OF THE NEW YORK CENTRAL RAILROAD,
 JZ0693'43.0 FEET WEST OF POLE F5-61, 31.0 FEET WEST OF THE CENTER LINE
 JZ0693'OF A DRIVEWAY TO MITCHELL BRICK COMPANY.  ACROSS THE STREET FROM
 JZ0693'A 2-STORY FRAME HOUSE 6060.  ABOUT 1.0 FOOT BELOW TRACK AND FLUSH
 JZ0693'WITH GROUND.
 JZ0693
 JZ0693                          STATION RECOVERY (1986)
 JZ0693
 JZ0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1109 ***********************************************************************
 KZ1109  DESIGNATION -  1014
 KZ1109  PID         -  KZ1109
 KZ1109  STATE/COUNTY-  OH/MORROW
 KZ1109  USGS QUAD   -  DENMARK (1984)
 KZ1109
 KZ1109                         *CURRENT SURVEY CONTROL
 KZ1109  ___________________________________________________________________
 KZ1109* NAD 83(1986)-  40 30 02.     (N)    082 53 46.     (W)     SCALED    
 KZ1109* NAVD 88     -       308.621  (meters)    1012.53   (feet)  ADJUSTED  
 KZ1109  ___________________________________________________________________
 KZ1109  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KZ1109  DYNAMIC HT  -         308.463 (meters)    1012.02  (feet)  COMP
 KZ1109  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 KZ1109
 KZ1109  VERT ORDER  -  FIRST     CLASS I
 KZ1109
 KZ1109.The horizontal coordinates were scaled from a topographic map and have
 KZ1109.an estimated accuracy of +/- 6 seconds.
 KZ1109
 KZ1109.The orthometric height was determined by differential leveling
 KZ1109.and adjusted by the National Geodetic Survey in June 1991..
 KZ1109.WARNING-Repeat measurements at this control monument indicate possible
 KZ1109.vertical movement.
 KZ1109
 KZ1109.The geoid height was determined by GEOID03.
 KZ1109
 KZ1109.The dynamic height is computed by dividing the NAVD 88
 KZ1109.geopotential number by the normal gravity value computed on the
 KZ1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1109.degrees latitude (g = 980.6199 gals.).
 KZ1109
 KZ1109.The modeled gravity was interpolated from observed gravity values.
 KZ1109
 KZ1109;                    North         East    Units  Estimated Accuracy
 KZ1109;SPC OH N     -    92,680.      566,420.      MT  (+/- 180 meters Scaled)
 KZ1109
 KZ1109                          SUPERSEDED SURVEY CONTROL
 KZ1109
 KZ1109  NGVD 29 (??/??/92)  308.774  (m)         1013.04   (f) ADJ UNCH    1 1
 KZ1109
 KZ1109.Superseded values are not recommended for survey control.
 KZ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1109.See file dsdata.txt to determine how the superseded data were derived.
 KZ1109
 KZ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE393850(NAD 83)
 KZ1109_MARKER: P = PIPE CAP
 KZ1109_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1109_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1109_STAMPING: 1014 OHIO
 KZ1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1109
 KZ1109  HISTORY     - Date     Condition        Report By
 KZ1109  HISTORY     - UNK      MONUMENTED       USGS
 KZ1109  HISTORY     - 1967     GOOD             NGS
 KZ1109
 KZ1109                          STATION DESCRIPTION
 KZ1109
 KZ1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1109'AT CARDINGTON.
 KZ1109'AT CARDINGTON, 39 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 KZ1109'OF U.S. HIGHWAY 42 AND THE NEW YORK CENTRAL RAILROAD, 20.4 FEET
 KZ1109'EAST OF THE EAST RAIL, 15.5 FEET SOUTH OF THE SOUTH CURB OF THE
 KZ1109'HIGHWAY (MAIN STREET), 11.5 FEET SOUTHWEST OF THE NORTH END OF A
 KZ1109'FENCE, 4 FEET WEST OF THE NORTHWEST CORNER OF A BATTERY BOX, ABOUT
 KZ1109'LEVEL WITH THE HIGHWAY, 1 FOOT BELOW THE LEVEL OF THE TRACK AND
 KZ1109'PROJECTS 7 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0744 ***********************************************************************
 JZ0744  DESIGNATION -  1014
 JZ0744  PID         -  JZ0744
 JZ0744  STATE/COUNTY-  OH/HAMILTON
 JZ0744  USGS QUAD   -  ADDYSTON (1987)
 JZ0744
 JZ0744                         *CURRENT SURVEY CONTROL
 JZ0744  ___________________________________________________________________
 JZ0744* NAD 83(1986)-  39 08 14.     (N)    084 42 36.     (W)     SCALED    
 JZ0744* NAVD 88     -       148.649  (meters)     487.69   (feet)  ADJUSTED  
 JZ0744  ___________________________________________________________________
 JZ0744  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0744  DYNAMIC HT  -         148.557 (meters)     487.39  (feet)  COMP
 JZ0744  MODELED GRAV-     980,009.2   (mgal)                       NAVD 88
 JZ0744
 JZ0744  VERT ORDER  -  FIRST     CLASS II
 JZ0744
 JZ0744.The horizontal coordinates were scaled from a topographic map and have
 JZ0744.an estimated accuracy of +/- 6 seconds.
 JZ0744
 JZ0744.The orthometric height was determined by differential leveling
 JZ0744.and adjusted by the National Geodetic Survey in June 1991..
 JZ0744
 JZ0744.The geoid height was determined by GEOID03.
 JZ0744
 JZ0744.The dynamic height is computed by dividing the NAVD 88
 JZ0744.geopotential number by the normal gravity value computed on the
 JZ0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0744.degrees latitude (g = 980.6199 gals.).
 JZ0744
 JZ0744.The modeled gravity was interpolated from observed gravity values.
 JZ0744
 JZ0744;                    North         East    Units  Estimated Accuracy
 JZ0744;SPC OH S     -   128,590.      408,960.      MT  (+/- 180 meters Scaled)
 JZ0744
 JZ0744                          SUPERSEDED SURVEY CONTROL
 JZ0744
 JZ0744  NGVD 29 (??/??/92)  148.844  (m)          488.33   (f) ADJ UNCH    1 2
 JZ0744
 JZ0744.Superseded values are not recommended for survey control.
 JZ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0744.See file dsdata.txt to determine how the superseded data were derived.
 JZ0744
 JZ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ979345(NAD 83)
 JZ0744_MARKER: DD = SURVEY DISK
 JZ0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0744_STAMPING: 1014 47
 JZ0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0744+STABILITY: SURFACE MOTION
 JZ0744
 JZ0744  HISTORY     - Date     Condition        Report By
 JZ0744  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0744  HISTORY     - 1947     GOOD             NGS
 JZ0744
 JZ0744                          STATION DESCRIPTION
 JZ0744
 JZ0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0744'AT ADDYSTON.
 JZ0744'AT ADDYSTON, AT THE JUNCTION OF RIVER AND MAIN STREET, IN THE
 JZ0744'EAST END OF A SMALL MEMORIAL PARK, 8.3 FEET NORTH OF THE NORTH
 JZ0744'CURB OF MAIN STREET, 35.1 FEET WEST OF THE SOUTH END OF THE
 JZ0744'BRIDGE, 87.2 FEET EAST OF WORLD WAR 2 MEMORIAL, 0.5 FEET HIGHER
 JZ0744'THAN THE STREET.  A CONCRETE POST SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1161 ***********************************************************************
 JY1161  DESIGNATION -  1015
 JY1161  PID         -  JY1161
 JY1161  STATE/COUNTY-  OH/FAYETTE
 JY1161  USGS QUAD   -  MILLEDGEVILLE (1979)
 JY1161
 JY1161                         *CURRENT SURVEY CONTROL
 JY1161  ___________________________________________________________________
 JY1161* NAD 83(1986)-  39 30 03.     (N)    083 34 19.     (W)     SCALED    
 JY1161* NAVD 88     -       309.186  (meters)    1014.39   (feet)  ADJUSTED  
 JY1161  ___________________________________________________________________
 JY1161  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JY1161  DYNAMIC HT  -         309.015 (meters)    1013.83  (feet)  COMP
 JY1161  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 JY1161
 JY1161  VERT ORDER  -  SECOND    CLASS 0
 JY1161
 JY1161.The horizontal coordinates were scaled from a topographic map and have
 JY1161.an estimated accuracy of +/- 6 seconds.
 JY1161
 JY1161.The orthometric height was determined by differential leveling
 JY1161.and adjusted by the National Geodetic Survey in June 1991..
 JY1161
 JY1161.The geoid height was determined by GEOID03.
 JY1161
 JY1161.The dynamic height is computed by dividing the NAVD 88
 JY1161.geopotential number by the normal gravity value computed on the
 JY1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1161.degrees latitude (g = 980.6199 gals.).
 JY1161
 JY1161.The modeled gravity was interpolated from observed gravity values.
 JY1161
 JY1161;                    North         East    Units  Estimated Accuracy
 JY1161;SPC OH S     -   167,160.      507,810.      MT  (+/- 180 meters Scaled)
 JY1161
 JY1161                          SUPERSEDED SURVEY CONTROL
 JY1161
 JY1161  NGVD 29 (??/??/92)  309.36   (m)         1015.0    (f) COMPUTED    2 0
 JY1161
 JY1161.Superseded values are not recommended for survey control.
 JY1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1161.See file dsdata.txt to determine how the superseded data were derived.
 JY1161
 JY1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD788755(NAD 83)
 JY1161_MARKER: Z = SEE DESCRIPTION
 JY1161_SETTING: 0 = UNSPECIFIED SETTING
 JY1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1161
 JY1161  HISTORY     - Date     Condition        Report By
 JY1161  HISTORY     - UNK      MONUMENTED       OHHD
 JY1161  HISTORY     - 1935     GOOD             NGS
 JY1161
 JY1161                          STATION DESCRIPTION
 JY1161
 JY1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY1161'3.8 MI E FROM SABINA.
 JY1161'IN FAYETTE COUNTY, 3.8 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE
 JY1161'HIGH SCHOOL AT SABINA, CLINTON COUNTY, OPPOSITE THE C.O. DAVIS
 JY1161'HOUSE, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT THE
 JY1161'FENCE LINE, AND ABOUT ONE FOOT LOWER THAN THE ROAD.  AN OHIO
 JY1161'STATE HIGHWAY DEPARTMENT STANDARD RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0699 ***********************************************************************
 JZ0699  DESIGNATION -  1015
 JZ0699  PID         -  JZ0699
 JZ0699  STATE/COUNTY-  OH/HAMILTON
 JZ0699  USGS QUAD   -  ADDYSTON (1987)
 JZ0699
 JZ0699                         *CURRENT SURVEY CONTROL
 JZ0699  ___________________________________________________________________
 JZ0699* NAD 83(1986)-  39 08 18.     (N)    084 42 45.     (W)     SCALED    
 JZ0699* NAVD 88     -       148.926  (meters)     488.60   (feet)  ADJUSTED  
 JZ0699  ___________________________________________________________________
 JZ0699  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0699  DYNAMIC HT  -         148.835 (meters)     488.30  (feet)  COMP
 JZ0699  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 JZ0699
 JZ0699  VERT ORDER  -  FIRST     CLASS II
 JZ0699
 JZ0699.The horizontal coordinates were scaled from a topographic map and have
 JZ0699.an estimated accuracy of +/- 6 seconds.
 JZ0699
 JZ0699.The orthometric height was determined by differential leveling
 JZ0699.and adjusted by the National Geodetic Survey in June 1991..
 JZ0699
 JZ0699.The geoid height was determined by GEOID03.
 JZ0699
 JZ0699.The dynamic height is computed by dividing the NAVD 88
 JZ0699.geopotential number by the normal gravity value computed on the
 JZ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0699.degrees latitude (g = 980.6199 gals.).
 JZ0699
 JZ0699.The modeled gravity was interpolated from observed gravity values.
 JZ0699
 JZ0699;                    North         East    Units  Estimated Accuracy
 JZ0699;SPC OH S     -   128,710.      408,740.      MT  (+/- 180 meters Scaled)
 JZ0699
 JZ0699                          SUPERSEDED SURVEY CONTROL
 JZ0699
 JZ0699  NGVD 29 (??/??/92)  149.121  (m)          489.24   (f) ADJ UNCH    1 2
 JZ0699
 JZ0699.Superseded values are not recommended for survey control.
 JZ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0699.See file dsdata.txt to determine how the superseded data were derived.
 JZ0699
 JZ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ977346(NAD 83)
 JZ0699_MARKER: DD = SURVEY DISK
 JZ0699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0699_SP_SET: CURB
 JZ0699_STAMPING: 1015 47
 JZ0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0699
 JZ0699  HISTORY     - Date     Condition        Report By
 JZ0699  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0699  HISTORY     - 1947     GOOD             NGS
 JZ0699  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0699
 JZ0699                          STATION DESCRIPTION
 JZ0699
 JZ0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0699'AT ADDYSTON.
 JZ0699'AT ADDYSTON, AT NORTHEAST CORNER OF INTERSECTION OF MAIN STREET
 JZ0699'AND CHURCH STREET, 23.2 FEET EAST OF CENTER LINE OF CHURCH STREET,
 JZ0699'18.7 FEET NORTH OF CENTER LINE OF MAIN STREET, 14.6 FEET SOUTHWEST
 JZ0699'OF SOUTHWEST CORNER OF MIAMI TOWNSHIP FIRE DEPARTMENT (ENGINE
 JZ0699'HOUSE).  A DRILL SET IN TOP OF CURB.
 JZ0699
 JZ0699                          STATION RECOVERY (1986)
 JZ0699
 JZ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0729 ***********************************************************************
 JZ0729  DESIGNATION -  1016
 JZ0729  PID         -  JZ0729
 JZ0729  STATE/COUNTY-  OH/HAMILTON
 JZ0729  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0729
 JZ0729                         *CURRENT SURVEY CONTROL
 JZ0729  ___________________________________________________________________
 JZ0729* NAD 83(1986)-  39 08 19.     (N)    084 36 49.     (W)     SCALED    
 JZ0729* NAVD 88     -       257.449  (meters)     844.65   (feet)  ADJUSTED  
 JZ0729  ___________________________________________________________________
 JZ0729  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0729  DYNAMIC HT  -         257.287 (meters)     844.12  (feet)  COMP
 JZ0729  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JZ0729
 JZ0729  VERT ORDER  -  FIRST     CLASS II
 JZ0729
 JZ0729.The horizontal coordinates were scaled from a topographic map and have
 JZ0729.an estimated accuracy of +/- 6 seconds.
 JZ0729
 JZ0729.The orthometric height was determined by differential leveling
 JZ0729.and adjusted by the National Geodetic Survey in June 1991..
 JZ0729
 JZ0729.The geoid height was determined by GEOID03.
 JZ0729
 JZ0729.The dynamic height is computed by dividing the NAVD 88
 JZ0729.geopotential number by the normal gravity value computed on the
 JZ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0729.degrees latitude (g = 980.6199 gals.).
 JZ0729
 JZ0729.The modeled gravity was interpolated from observed gravity values.
 JZ0729
 JZ0729;                    North         East    Units  Estimated Accuracy
 JZ0729;SPC OH S     -   128,540.      417,290.      MT  (+/- 180 meters Scaled)
 JZ0729
 JZ0729                          SUPERSEDED SURVEY CONTROL
 JZ0729
 JZ0729  NGVD 29 (??/??/92)  257.631  (m)          845.24   (f) ADJ UNCH    1 2
 JZ0729
 JZ0729.Superseded values are not recommended for survey control.
 JZ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0729.See file dsdata.txt to determine how the superseded data were derived.
 JZ0729
 JZ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ062348(NAD 83)
 JZ0729_MARKER: DD = SURVEY DISK
 JZ0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0729_STAMPING: 1016 47
 JZ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0729+STABILITY: SURFACE MOTION
 JZ0729
 JZ0729  HISTORY     - Date     Condition        Report By
 JZ0729  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0729  HISTORY     - 1947     GOOD             NGS
 JZ0729  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ0729
 JZ0729                          STATION DESCRIPTION
 JZ0729
 JZ0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0729'AT CINCINNATI.
 JZ0729'AT CINCINNATI, AT THE NORTHEAST CORNER OF JUNCTION OF GLENMORE
 JZ0729'AVENUE AND MIDDEN CIRCLE, 26.9 FEET EAST OF CENTERLINE OF
 JZ0729'GLENMORE AVENUE, 20.4 FEET NORTH OF CENTERLINE OF MIDDEN CIRCLE.
 JZ0729'A CONCRETE POST SET FLUSH IN SIDEWALK.
 JZ0729
 JZ0729                          STATION RECOVERY (2004)
 JZ0729
 JZ0729'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0582 ***********************************************************************
 MB0582  DESIGNATION -  1017
 MB0582  PID         -  MB0582
 MB0582  STATE/COUNTY-  OH/MAHONING
 MB0582  USGS QUAD   -  CANFIELD (1979)
 MB0582
 MB0582                         *CURRENT SURVEY CONTROL
 MB0582  ___________________________________________________________________
 MB0582* NAD 83(1986)-  41 05 58.     (N)    080 52 01.     (W)     SCALED    
 MB0582* NAVD 88     -       309.895  (meters)    1016.71   (feet)  ADJUSTED  
 MB0582  ___________________________________________________________________
 MB0582  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB0582  DYNAMIC HT  -         309.755 (meters)    1016.25  (feet)  COMP
 MB0582  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 MB0582
 MB0582  VERT ORDER  -  FIRST     CLASS II
 MB0582
 MB0582.The horizontal coordinates were scaled from a topographic map and have
 MB0582.an estimated accuracy of +/- 6 seconds.
 MB0582
 MB0582.The orthometric height was determined by differential leveling
 MB0582.and adjusted by the National Geodetic Survey in June 1991..
 MB0582
 MB0582.The geoid height was determined by GEOID03.
 MB0582
 MB0582.The dynamic height is computed by dividing the NAVD 88
 MB0582.geopotential number by the normal gravity value computed on the
 MB0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0582.degrees latitude (g = 980.6199 gals.).
 MB0582
 MB0582.The modeled gravity was interpolated from observed gravity values.
 MB0582
 MB0582;                    North         East    Units  Estimated Accuracy
 MB0582;SPC OH N     -   160,390.      737,170.      MT  (+/- 180 meters Scaled)
 MB0582
 MB0582                          SUPERSEDED SURVEY CONTROL
 MB0582
 MB0582  NGVD 29 (??/??/92)  310.070  (m)         1017.29   (f) ADJ UNCH    1 2
 MB0582
 MB0582.Superseded values are not recommended for survey control.
 MB0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0582.See file dsdata.txt to determine how the superseded data were derived.
 MB0582
 MB0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF111498(NAD 83)
 MB0582_MARKER: DD = SURVEY DISK
 MB0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0582_STAMPING: 1017 1017.079
 MB0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0582+STABILITY: SURFACE MOTION
 MB0582
 MB0582  HISTORY     - Date     Condition        Report By
 MB0582  HISTORY     - 1931     MONUMENTED       OH-099
 MB0582  HISTORY     - 1950     GOOD             NGS
 MB0582  HISTORY     - 20060419 MARK NOT FOUND   GEOCAC
 MB0582
 MB0582                          STATION DESCRIPTION
 MB0582
 MB0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0582'AT NORTH JACKSON.
 MB0582'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 18 FROM THE PENNSYLVANIA
 MB0582'RAILROAD CROSSING AT NORTH JACKSON AND IN THE FARM PLACE YARD.
 MB0582'IT IS 32 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 28 FEET
 MB0582'WEST OF THE CENTERLINE OF A DRIVEWAY LEADING SOUTH, 48.5 FEET
 MB0582'NORTH OF THE NORTHEAST CORNER OF A GARAGE AND 21.5 FEET SOUTHEAST
 MB0582'OF THE EAST END OF A GUARD RAIL.  A USGS DISK SET IN THE TOP OF
 MB0582'A PRECAST CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT LEVEL
 MB0582'WITH THE HIGHWAY.
 MB0582
 MB0582                          STATION RECOVERY (2006)
 MB0582
 MB0582'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0582'MEASUREMENTS INDICATE THAT THE MARK LOCATION IS UNDER THE PAVEMENT AT
 MB0582'A FENCED UTILITY ENCLOSURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0751 ***********************************************************************
 JZ0751  DESIGNATION -  1017
 JZ0751  PID         -  JZ0751
 JZ0751  STATE/COUNTY-  OH/HAMILTON
 JZ0751  USGS QUAD   -  COVINGTON (1987)
 JZ0751
 JZ0751                         *CURRENT SURVEY CONTROL
 JZ0751  ___________________________________________________________________
 JZ0751* NAD 83(1986)-  39 06 25.     (N)    084 37 01.     (W)     SCALED    
 JZ0751* NAVD 88     -       274.842  (meters)     901.71   (feet)  ADJUSTED  
 JZ0751  ___________________________________________________________________
 JZ0751  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0751  DYNAMIC HT  -         274.668 (meters)     901.14  (feet)  COMP
 JZ0751  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 JZ0751
 JZ0751  VERT ORDER  -  FIRST     CLASS II
 JZ0751
 JZ0751.The horizontal coordinates were scaled from a topographic map and have
 JZ0751.an estimated accuracy of +/- 6 seconds.
 JZ0751
 JZ0751.The orthometric height was determined by differential leveling
 JZ0751.and adjusted by the National Geodetic Survey in June 1991..
 JZ0751
 JZ0751.The geoid height was determined by GEOID03.
 JZ0751
 JZ0751.The dynamic height is computed by dividing the NAVD 88
 JZ0751.geopotential number by the normal gravity value computed on the
 JZ0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0751.degrees latitude (g = 980.6199 gals.).
 JZ0751
 JZ0751.The modeled gravity was interpolated from observed gravity values.
 JZ0751
 JZ0751;                    North         East    Units  Estimated Accuracy
 JZ0751;SPC OH S     -   125,030.      416,920.      MT  (+/- 180 meters Scaled)
 JZ0751
 JZ0751                          SUPERSEDED SURVEY CONTROL
 JZ0751
 JZ0751  NGVD 29 (??/??/92)  275.026  (m)          902.31   (f) ADJ UNCH    1 2
 JZ0751
 JZ0751.Superseded values are not recommended for survey control.
 JZ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0751.See file dsdata.txt to determine how the superseded data were derived.
 JZ0751
 JZ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ060313(NAD 83)
 JZ0751_MARKER: DD = SURVEY DISK
 JZ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0751_STAMPING: 1017 47
 JZ0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0751+STABILITY: SURFACE MOTION
 JZ0751
 JZ0751  HISTORY     - Date     Condition        Report By
 JZ0751  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0751  HISTORY     - 1947     GOOD             NGS
 JZ0751
 JZ0751                          STATION DESCRIPTION
 JZ0751
 JZ0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0751'AT DELHI.
 JZ0751'AT DELHI, 0.2 MILE NORTH OF FOLEY ROAD ALONG ANDERSON FERRY
 JZ0751'ROAD, 23.5 FEET EAST OF CENTER LINE OF ANDERSON FERRY ROAD, 12.4
 JZ0751'FEET NORTH OF CENTER LINE OF DRIVEWAY LEADING EAST BETWEEN A
 JZ0751'TWO-STORY SLATE SHINGLE HOUSE AND ONE-STORY STONE HOUSE AND
 JZ0751'GARAGE.  ABOUT 5 FEET HIGHER THAN ANDERSON FERRY ROAD.  A
 JZ0751'CONCRETE POST SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0747 ***********************************************************************
 JZ0747  DESIGNATION -  1018
 JZ0747  PID         -  JZ0747
 JZ0747  STATE/COUNTY-  OH/HAMILTON
 JZ0747  USGS QUAD   -  COVINGTON (1987)
 JZ0747
 JZ0747                         *CURRENT SURVEY CONTROL
 JZ0747  ___________________________________________________________________
 JZ0747* NAD 83(1986)-  39 05 37.     (N)    084 37 06.     (W)     SCALED    
 JZ0747* NAVD 88     -       258.150  (meters)     846.95   (feet)  ADJUSTED  
 JZ0747  ___________________________________________________________________
 JZ0747  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0747  DYNAMIC HT  -         257.986 (meters)     846.41  (feet)  COMP
 JZ0747  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 JZ0747
 JZ0747  VERT ORDER  -  FIRST     CLASS II
 JZ0747
 JZ0747.The horizontal coordinates were scaled from a topographic map and have
 JZ0747.an estimated accuracy of +/- 6 seconds.
 JZ0747
 JZ0747.The orthometric height was determined by differential leveling
 JZ0747.and adjusted by the National Geodetic Survey in June 1991..
 JZ0747
 JZ0747.The geoid height was determined by GEOID03.
 JZ0747
 JZ0747.The dynamic height is computed by dividing the NAVD 88
 JZ0747.geopotential number by the normal gravity value computed on the
 JZ0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0747.degrees latitude (g = 980.6199 gals.).
 JZ0747
 JZ0747.The modeled gravity was interpolated from observed gravity values.
 JZ0747
 JZ0747;                    North         East    Units  Estimated Accuracy
 JZ0747;SPC OH S     -   123,560.      416,770.      MT  (+/- 180 meters Scaled)
 JZ0747
 JZ0747                          SUPERSEDED SURVEY CONTROL
 JZ0747
 JZ0747  NGVD 29 (??/??/92)  258.333  (m)          847.55   (f) ADJ UNCH    1 2
 JZ0747
 JZ0747.Superseded values are not recommended for survey control.
 JZ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0747.See file dsdata.txt to determine how the superseded data were derived.
 JZ0747
 JZ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ059298(NAD 83)
 JZ0747_MARKER: DD = SURVEY DISK
 JZ0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0747_STAMPING: 1018 47
 JZ0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0747+STABILITY: SURFACE MOTION
 JZ0747
 JZ0747  HISTORY     - Date     Condition        Report By
 JZ0747  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0747  HISTORY     - 1947     GOOD             NGS
 JZ0747
 JZ0747                          STATION DESCRIPTION
 JZ0747
 JZ0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0747'AT DELHI.
 JZ0747'AT DELHI, AT SOUTHEAST CORNER OF INTERSECTION OF ANDERSON FERRY
 JZ0747'ROAD AND DELHI ROAD, 18.2 FEET EAST OF CENTER LINE OF ANDERSON
 JZ0747'FERRY ROAD, 36.1 FEET SOUTH OF CENTER LINE OF DELHI ROAD.  A
 JZ0747'CONCRETE POST FLUSH WITH GROUND AND 0.5 FEET HIGHER THAN ANDERSON
 JZ0747'FERRY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0754 ***********************************************************************
 JZ0754  DESIGNATION -  1019
 JZ0754  PID         -  JZ0754
 JZ0754  STATE/COUNTY-  OH/HAMILTON
 JZ0754  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0754
 JZ0754                         *CURRENT SURVEY CONTROL
 JZ0754  ___________________________________________________________________
 JZ0754* NAD 83(1986)-  39 07 41.     (N)    084 36 55.     (W)     SCALED    
 JZ0754* NAVD 88     -       267.846  (meters)     878.76   (feet)  ADJUSTED  
 JZ0754  ___________________________________________________________________
 JZ0754  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0754  DYNAMIC HT  -         267.677 (meters)     878.20  (feet)  COMP
 JZ0754  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 JZ0754
 JZ0754  VERT ORDER  -  FIRST     CLASS II
 JZ0754
 JZ0754.The horizontal coordinates were scaled from a topographic map and have
 JZ0754.an estimated accuracy of +/- 6 seconds.
 JZ0754
 JZ0754.The orthometric height was determined by differential leveling
 JZ0754.and adjusted by the National Geodetic Survey in June 1991..
 JZ0754
 JZ0754.The geoid height was determined by GEOID03.
 JZ0754
 JZ0754.The dynamic height is computed by dividing the NAVD 88
 JZ0754.geopotential number by the normal gravity value computed on the
 JZ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0754.degrees latitude (g = 980.6199 gals.).
 JZ0754
 JZ0754.The modeled gravity was interpolated from observed gravity values.
 JZ0754
 JZ0754;                    North         East    Units  Estimated Accuracy
 JZ0754;SPC OH S     -   127,370.      417,120.      MT  (+/- 180 meters Scaled)
 JZ0754
 JZ0754                          SUPERSEDED SURVEY CONTROL
 JZ0754
 JZ0754  NGVD 29 (??/??/92)  268.028  (m)          879.36   (f) ADJ UNCH    1 2
 JZ0754
 JZ0754.Superseded values are not recommended for survey control.
 JZ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0754.See file dsdata.txt to determine how the superseded data were derived.
 JZ0754
 JZ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ061336(NAD 83)
 JZ0754_MARKER: DD = SURVEY DISK
 JZ0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0754_STAMPING: 1019 47
 JZ0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0754+STABILITY: SURFACE MOTION
 JZ0754
 JZ0754  HISTORY     - Date     Condition        Report By
 JZ0754  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0754  HISTORY     - 1947     GOOD             NGS
 JZ0754
 JZ0754                          STATION DESCRIPTION
 JZ0754
 JZ0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0754'AT CINCINNATI.
 JZ0754'AT CINCINNATI, AT NORTHEAST CORNER OF ANDERSON FERRY ROAD AND
 JZ0754'CROOKSHANK ROAD, 33 FEET EAST OF CENTER LINE OF ANDERSON FERRY
 JZ0754'ROAD, 25.7 FT NORTH OF CENTER LINE OF CROOKSHANK ROAD, 4.1 FEET
 JZ0754'EAST OF POLE 882 19.  A CONCRETE POST SET FLUSH WITH GROUND AND
 JZ0754'ABOUT 3 FEET LOWER THAN CROOKSHANK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1791 ***********************************************************************
 KY1791  DESIGNATION -  1019.42
 KY1791  PID         -  KY1791
 KY1791  STATE/COUNTY-  OH/STARK
 KY1791  USGS QUAD   -  NAVARRE (1994)
 KY1791
 KY1791                         *CURRENT SURVEY CONTROL
 KY1791  ___________________________________________________________________
 KY1791* NAD 83(1986)-  40 40 16.     (N)    081 37 10.     (W)     SCALED    
 KY1791* NAVD 88     -       310.518  (meters)    1018.76   (feet)  ADJUSTED  
 KY1791  ___________________________________________________________________
 KY1791  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KY1791  DYNAMIC HT  -         310.371 (meters)    1018.28  (feet)  COMP
 KY1791  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 KY1791
 KY1791  VERT ORDER  -  SECOND    CLASS 0
 KY1791
 KY1791.The horizontal coordinates were scaled from a topographic map and have
 KY1791.an estimated accuracy of +/- 6 seconds.
 KY1791
 KY1791.The orthometric height was determined by differential leveling
 KY1791.and adjusted by the National Geodetic Survey in June 1991..
 KY1791
 KY1791.The geoid height was determined by GEOID03.
 KY1791
 KY1791.The dynamic height is computed by dividing the NAVD 88
 KY1791.geopotential number by the normal gravity value computed on the
 KY1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1791.degrees latitude (g = 980.6199 gals.).
 KY1791
 KY1791.The modeled gravity was interpolated from observed gravity values.
 KY1791
 KY1791;                    North         East    Units  Estimated Accuracy
 KY1791;SPC OH N     -   111,920.      674,450.      MT  (+/- 180 meters Scaled)
 KY1791
 KY1791                          SUPERSEDED SURVEY CONTROL
 KY1791
 KY1791  NGVD 29 (??/??/92)  310.730  (m)         1019.45   (f) ADJ UNCH    2 0
 KY1791
 KY1791.Superseded values are not recommended for survey control.
 KY1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1791.See file dsdata.txt to determine how the superseded data were derived.
 KY1791
 KY1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF476024(NAD 83)
 KY1791_MARKER: DD = SURVEY DISK
 KY1791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1791_SP_SET: CULVERT
 KY1791_STAMPING: 1019.42
 KY1791_MARK LOGO: OH-151
 KY1791_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1791
 KY1791  HISTORY     - Date     Condition        Report By
 KY1791  HISTORY     - 1959     MONUMENTED       OH-151
 KY1791  HISTORY     - 1959     GOOD             CGS
 KY1791  HISTORY     - 19910721 GOOD             OHDT
 KY1791
 KY1791                          STATION DESCRIPTION
 KY1791
 KY1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1791'1.3 MI NE FROM WILMOT.
 KY1791'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION
 KY1791'OF U.S. HIGHWAY 250 AT WILMOT, 1.25 MILE SOUTHWEST OF SUGAR
 KY1791'CREEK TWP BUILDING, 0.65 MILE SOUTHWEST OF THE JUNCTION OF
 KY1791'ROAD 315 LEADING WEST, 23 FEET SOUTHEAST OF THE CENTER LINE OF
 KY1791'THE HIGHWAY, IN TOP OF THE CENTER OF THE SOUTHEAST HEAD WALL OF
 KY1791'A 4-FOOT CONCRETE BOX CULVERT, AND ABOUT 1/2 FOOT BELOW THE
 KY1791'LEVEL OF THE HIGHWAY.
 KY1791
 KY1791                          STATION RECOVERY (1991)
 KY1791
 KY1791'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0788 ***********************************************************************
 MB0788  DESIGNATION -  1020
 MB0788  PID         -  MB0788
 MB0788  STATE/COUNTY-  OH/MAHONING
 MB0788  USGS QUAD   -  CAMPBELL (1979)
 MB0788
 MB0788                         *CURRENT SURVEY CONTROL
 MB0788  ___________________________________________________________________
 MB0788* NAD 83(1986)-  41 01 19.     (N)    080 36 37.     (W)     SCALED    
 MB0788* NAVD 88     -       310.718  (meters)    1019.41   (feet)  ADJUSTED  
 MB0788  ___________________________________________________________________
 MB0788  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MB0788  DYNAMIC HT  -         310.571 (meters)    1018.93  (feet)  COMP
 MB0788  MODELED GRAV-     980,144.2   (mgal)                       NAVD 88
 MB0788
 MB0788  VERT ORDER  -  SECOND    CLASS 0
 MB0788
 MB0788.The horizontal coordinates were scaled from a topographic map and have
 MB0788.an estimated accuracy of +/- 6 seconds.
 MB0788
 MB0788.The orthometric height was determined by differential leveling
 MB0788.and adjusted by the National Geodetic Survey in June 1991..
 MB0788
 MB0788.The geoid height was determined by GEOID03.
 MB0788
 MB0788.The dynamic height is computed by dividing the NAVD 88
 MB0788.geopotential number by the normal gravity value computed on the
 MB0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0788.degrees latitude (g = 980.6199 gals.).
 MB0788
 MB0788.The modeled gravity was interpolated from observed gravity values.
 MB0788
 MB0788;                    North         East    Units  Estimated Accuracy
 MB0788;SPC OH N     -   152,220.      758,920.      MT  (+/- 180 meters Scaled)
 MB0788
 MB0788                          SUPERSEDED SURVEY CONTROL
 MB0788
 MB0788  NGVD 29 (??/??/92)  310.88   (m)         1019.9    (f) COMPUTED    2 0
 MB0788
 MB0788.Superseded values are not recommended for survey control.
 MB0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0788.See file dsdata.txt to determine how the superseded data were derived.
 MB0788
 MB0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF327412(NAD 83)
 MB0788_MARKER: DD = SURVEY DISK
 MB0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0788_SP_SET: BRIDGE
 MB0788_STAMPING: 1020 1019.718
 MB0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0788
 MB0788  HISTORY     - Date     Condition        Report By
 MB0788  HISTORY     - UNK      MONUMENTED       OH-099
 MB0788  HISTORY     - 1950     GOOD             NGS
 MB0788  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MB0788  HISTORY     - 20060210 POOR             GEOCAC
 MB0788
 MB0788                          STATION DESCRIPTION
 MB0788
 MB0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0788'AT POLAND.
 MB0788'ABOUT 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE FIRE
 MB0788'STATION AT POLAND, IN THE TOP OF THE SOUTHWEST WINGWALL OF A
 MB0788'STEEL BRIDGE OVER YELLOW CREEK, 30 FEET SOUTHWEST OF THE
 MB0788'CENTERLINE OF STATE HIGHWAY 90, 0.5 FEET SOUTHWEST OF A STEEL
 MB0788'CORNER POST OF THE STEEL RAILING.  A USGS DISK CEMENTED IN A
 MB0788'DRILLED HOLE AND ABOUT 0.5 FEET BELOW THE LEVEL OF THE SIDEWALK.
 MB0788'NOTE-- ORIGINALLY DESIGNATED 1020 USGS.
 MB0788
 MB0788                          STATION RECOVERY (1988)
 MB0788
 MB0788'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 MB0788'MARK NOT FOUND.
 MB0788
 MB0788                          STATION RECOVERY (2006)
 MB0788
 MB0788'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0788'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0761 ***********************************************************************
 JZ0761  DESIGNATION -  1020
 JZ0761  PID         -  JZ0761
 JZ0761  STATE/COUNTY-  OH/HAMILTON
 JZ0761  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0761
 JZ0761                         *CURRENT SURVEY CONTROL
 JZ0761  ___________________________________________________________________
 JZ0761* NAD 83(1986)-  39 09 42.     (N)    084 36 21.     (W)     SCALED    
 JZ0761* NAVD 88     -       287.077  (meters)     941.85   (feet)  ADJUSTED  
 JZ0761  ___________________________________________________________________
 JZ0761  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ0761  DYNAMIC HT  -         286.897 (meters)     941.26  (feet)  COMP
 JZ0761  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JZ0761
 JZ0761  VERT ORDER  -  FIRST     CLASS II
 JZ0761
 JZ0761.The horizontal coordinates were scaled from a topographic map and have
 JZ0761.an estimated accuracy of +/- 6 seconds.
 JZ0761
 JZ0761.The orthometric height was determined by differential leveling
 JZ0761.and adjusted by the National Geodetic Survey in June 1991..
 JZ0761
 JZ0761.The geoid height was determined by GEOID03.
 JZ0761
 JZ0761.The dynamic height is computed by dividing the NAVD 88
 JZ0761.geopotential number by the normal gravity value computed on the
 JZ0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0761.degrees latitude (g = 980.6199 gals.).
 JZ0761
 JZ0761.The modeled gravity was interpolated from observed gravity values.
 JZ0761
 JZ0761;                    North         East    Units  Estimated Accuracy
 JZ0761;SPC OH S     -   131,080.      418,020.      MT  (+/- 180 meters Scaled)
 JZ0761
 JZ0761                          SUPERSEDED SURVEY CONTROL
 JZ0761
 JZ0761  NGVD 29 (??/??/92)  287.25   (m)          942.4    (f) COMPUTED    1 2
 JZ0761
 JZ0761.Superseded values are not recommended for survey control.
 JZ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0761.See file dsdata.txt to determine how the superseded data were derived.
 JZ0761
 JZ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ068374(NAD 83)
 JZ0761_MARKER: DD = SURVEY DISK
 JZ0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0761_STAMPING: 1020 47
 JZ0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0761+STABILITY: SURFACE MOTION
 JZ0761
 JZ0761  HISTORY     - Date     Condition        Report By
 JZ0761  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0761  HISTORY     - 1947     GOOD             NGS
 JZ0761  HISTORY     - 1966     MARK NOT FOUND   NGS
 JZ0761  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ0761
 JZ0761                          STATION DESCRIPTION
 JZ0761
 JZ0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0761'AT CHEVIOT.
 JZ0761'AT CHEVIOT, 0.4 MILE NORTH OF HARRISON AVENUE ALONG NORTH BEND
 JZ0761'ROAD, IN THE 3900 BLOCK, ABOUT 90 YARDS NORTH OF AUGUSTA AVENUE,
 JZ0761'1.0 FEET EAST OF THE EAST CURB OF NORTH BEND ROAD, 86.3 FEET NORTH
 JZ0761'OF THE NORTH STEPS OF WALK LEADING TO 2-STORY BRICK HOUSE 3958,
 JZ0761'47.6 FEET SOUTHEAST OF POLE H9713, 71.1 FEET NORTH OF POLE 501.
 JZ0761'A CONCRETE POST FLUSH WITH GROUND.  NOTE-- NOT PROTRUDING ABOVE
 JZ0761'GROUND.
 JZ0761
 JZ0761                          STATION RECOVERY (1966)
 JZ0761
 JZ0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0761'MARK NOT FOUND.
 JZ0761
 JZ0761                          STATION RECOVERY (2004)
 JZ0761
 JZ0761'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0762 ***********************************************************************
 JZ0762  DESIGNATION -  1021
 JZ0762  PID         -  JZ0762
 JZ0762  STATE/COUNTY-  OH/HAMILTON
 JZ0762  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0762
 JZ0762                         *CURRENT SURVEY CONTROL
 JZ0762  ___________________________________________________________________
 JZ0762* NAD 83(1986)-  39 10 16.     (N)    084 36 06.     (W)     SCALED    
 JZ0762* NAVD 88     -       280.942  (meters)     921.72   (feet)  ADJUSTED  
 JZ0762  ___________________________________________________________________
 JZ0762  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ0762  DYNAMIC HT  -         280.766 (meters)     921.15  (feet)  COMP
 JZ0762  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 JZ0762
 JZ0762  VERT ORDER  -  FIRST     CLASS II
 JZ0762
 JZ0762.The horizontal coordinates were scaled from a topographic map and have
 JZ0762.an estimated accuracy of +/- 6 seconds.
 JZ0762
 JZ0762.The orthometric height was determined by differential leveling
 JZ0762.and adjusted by the National Geodetic Survey in June 1991..
 JZ0762
 JZ0762.The geoid height was determined by GEOID03.
 JZ0762
 JZ0762.The dynamic height is computed by dividing the NAVD 88
 JZ0762.geopotential number by the normal gravity value computed on the
 JZ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0762.degrees latitude (g = 980.6199 gals.).
 JZ0762
 JZ0762.The modeled gravity was interpolated from observed gravity values.
 JZ0762
 JZ0762;                    North         East    Units  Estimated Accuracy
 JZ0762;SPC OH S     -   132,120.      418,410.      MT  (+/- 180 meters Scaled)
 JZ0762
 JZ0762                          SUPERSEDED SURVEY CONTROL
 JZ0762
 JZ0762  NGVD 29 (??/??/92)  281.121  (m)          922.31   (f) ADJ UNCH    1 2
 JZ0762
 JZ0762.Superseded values are not recommended for survey control.
 JZ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0762.See file dsdata.txt to determine how the superseded data were derived.
 JZ0762
 JZ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ071385(NAD 83)
 JZ0762_MARKER: DD = SURVEY DISK
 JZ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0762_STAMPING: 1021 47
 JZ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0762+STABILITY: SURFACE MOTION
 JZ0762
 JZ0762  HISTORY     - Date     Condition        Report By
 JZ0762  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0762  HISTORY     - 1947     GOOD             NGS
 JZ0762  HISTORY     - 1966     GOOD             NGS
 JZ0762  HISTORY     - 20060430 GOOD             GEOCAC
 JZ0762
 JZ0762                          STATION DESCRIPTION
 JZ0762
 JZ0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0762'AT MONFORT HEIGHTS.
 JZ0762'AT MONFORT HEIGHTS, AT THE SOUTHEAST CORNER OF INTERSECTION OF
 JZ0762'NORTH BEND ROAD AND DIEHL ROAD, 47.9 FEET EAST OF THE CENTER
 JZ0762'LINE OF N. BEND ROAD, 17.5 FEET SOUTH OF DIEHL ROAD.  ABOUT
 JZ0762'LEVEL WITH DIEHL ROAD.  A CONCRETE POST SET FLUSH WITH GROUND.
 JZ0762
 JZ0762                          STATION RECOVERY (1966)
 JZ0762
 JZ0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0762'RECOVERED IN GOOD CONDITION.
 JZ0762
 JZ0762                          STATION RECOVERY (2006)
 JZ0762
 JZ0762'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1071 ***********************************************************************
 JY1071  DESIGNATION -  1021
 JY1071  PID         -  JY1071
 JY1071  STATE/COUNTY-  OH/HIGHLAND
 JY1071  USGS QUAD   -  LEESBURG (1979)
 JY1071
 JY1071                         *CURRENT SURVEY CONTROL
 JY1071  ___________________________________________________________________
 JY1071* NAD 83(1986)-  39 20 36.     (N)    083 33 00.     (W)     SCALED    
 JY1071* NAVD 88     -       311.350  (meters)    1021.49   (feet)  ADJUSTED  
 JY1071  ___________________________________________________________________
 JY1071  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JY1071  DYNAMIC HT  -         311.171 (meters)    1020.90  (feet)  COMP
 JY1071  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 JY1071
 JY1071  VERT ORDER  -  FIRST     CLASS II
 JY1071
 JY1071.The horizontal coordinates were scaled from a topographic map and have
 JY1071.an estimated accuracy of +/- 6 seconds.
 JY1071
 JY1071.The orthometric height was determined by differential leveling
 JY1071.and adjusted by the National Geodetic Survey in June 1991..
 JY1071
 JY1071.The geoid height was determined by GEOID03.
 JY1071
 JY1071.The dynamic height is computed by dividing the NAVD 88
 JY1071.geopotential number by the normal gravity value computed on the
 JY1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1071.degrees latitude (g = 980.6199 gals.).
 JY1071
 JY1071.The modeled gravity was interpolated from observed gravity values.
 JY1071
 JY1071;                    North         East    Units  Estimated Accuracy
 JY1071;SPC OH S     -   149,650.      509,490.      MT  (+/- 180 meters Scaled)
 JY1071
 JY1071                          SUPERSEDED SURVEY CONTROL
 JY1071
 JY1071  NGVD 29 (06/03/91)  311.507  (m)         1022.00   (f) ADJUSTED    1 2
 JY1071
 JY1071.Superseded values are not recommended for survey control.
 JY1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1071.See file dsdata.txt to determine how the superseded data were derived.
 JY1071
 JY1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD802579(NAD 83)
 JY1071_MARKER: P = PIPE CAP
 JY1071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JY1071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JY1071_STAMPING: OHIO 1201
 JY1071_MARK LOGO: USGS  
 JY1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1071
 JY1071  HISTORY     - Date     Condition        Report By
 JY1071  HISTORY     - UNK      MONUMENTED       USGS
 JY1071  HISTORY     - 1934     GOOD             NGS
 JY1071  HISTORY     - 1984     GOOD             NGS
 JY1071
 JY1071                          STATION DESCRIPTION
 JY1071
 JY1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY1071'AT LEESBURG.
 JY1071'AT LEESBURG, HIGHLAND COUNTY, 0.2 MILE EAST OF THE BALTIMORE
 JY1071'AND OHIO RAILROAD STATION, 20 YARDS WEST OF THE CENTERLINE OF
 JY1071'A DIRT ROAD, 15 YARDS SOUTH OF THE SOUTH RAIL, ONE FOOT NORTH
 JY1071'OF THE FENCE CORNER, AND LEVEL WITH THE TRACK.  A UNITED STATES
 JY1071'GEOLOGICAL SURVEY STANDARD CAP, STAMPED OHIO 1201 AND RIVETED
 JY1071'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 JY1071
 JY1071                          STATION RECOVERY (1984)
 JY1071
 JY1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY1071'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IN QUAD 390833, PAGE 9,
 JY1071'LINE 102 INADEQUATE WITH THE FOLLOWING CORRECTIONS, DIRT ROAD IS NOW
 JY1071'PAVED, DELETE--ONE FOOT NORTH OF A FENCE CORNER, DISK IS STAMPED OHIO
 JY1071'1021 INSTEAD OHIO 1201 AS PREVIOUSLY REPORTED.  NOTE-- OHIO IS STAMPED
 JY1071'ON DISK THREE TIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0874 ***********************************************************************
 JZ0874  DESIGNATION -  1021
 JZ0874  PID         -  JZ0874
 JZ0874  STATE/COUNTY-  OH/BUTLER
 JZ0874  USGS QUAD   -  REILY (1992)
 JZ0874
 JZ0874                         *CURRENT SURVEY CONTROL
 JZ0874  ___________________________________________________________________
 JZ0874* NAD 83(1986)-  39 26 59.     (N)    084 48 59.     (W)     SCALED    
 JZ0874* NAVD 88     -       311.045  (meters)    1020.49   (feet)  ADJUSTED  
 JZ0874  ___________________________________________________________________
 JZ0874  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JZ0874  DYNAMIC HT  -         310.865 (meters)    1019.90  (feet)  COMP
 JZ0874  MODELED GRAV-     980,042.0   (mgal)                       NAVD 88
 JZ0874
 JZ0874  VERT ORDER  -  SECOND    CLASS 0
 JZ0874
 JZ0874.The horizontal coordinates were scaled from a topographic map and have
 JZ0874.an estimated accuracy of +/- 6 seconds.
 JZ0874
 JZ0874.The orthometric height was determined by differential leveling
 JZ0874.and adjusted by the National Geodetic Survey in June 1991..
 JZ0874
 JZ0874.The geoid height was determined by GEOID03.
 JZ0874
 JZ0874.The dynamic height is computed by dividing the NAVD 88
 JZ0874.geopotential number by the normal gravity value computed on the
 JZ0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0874.degrees latitude (g = 980.6199 gals.).
 JZ0874
 JZ0874.The modeled gravity was interpolated from observed gravity values.
 JZ0874
 JZ0874;                    North         East    Units  Estimated Accuracy
 JZ0874;SPC OH S     -   163,500.      400,650.      MT  (+/- 180 meters Scaled)
 JZ0874
 JZ0874                          SUPERSEDED SURVEY CONTROL
 JZ0874
 JZ0874  NGVD 29 (??/??/92)  311.218  (m)         1021.05   (f) ADJ UNCH    2 0
 JZ0874
 JZ0874.Superseded values are not recommended for survey control.
 JZ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0874.See file dsdata.txt to determine how the superseded data were derived.
 JZ0874
 JZ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ878689(NAD 83)
 JZ0874_MARKER: P = PIPE CAP
 JZ0874_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JZ0874_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JZ0874_STAMPING: 1021 OHIO
 JZ0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0874
 JZ0874  HISTORY     - Date     Condition        Report By
 JZ0874  HISTORY     - UNK      MONUMENTED       USGS
 JZ0874  HISTORY     - 1947     GOOD             NGS
 JZ0874
 JZ0874                          STATION DESCRIPTION
 JZ0874
 JZ0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0874'1.2 MI N FROM PEORIA.
 JZ0874'1.15 MILES NORTH ALONG THE OHIO-INDIANA STATE LINE ROAD FROM THE
 JZ0874'CHESAPEAKE AND OHIO RAILWAY STATION AT PEORIA, AT THE JUNCTION
 JZ0874'OF GRAY ROAD LEADING EAST, 17 FEET EAST OF THE CENTER LINE OF
 JZ0874'THE STATE LINE ROAD, 29 FEET SOUTH OF THE CENTER LINE OF GRAY
 JZ0874'ROAD, 4.5 FEET SOUTHWEST OF A FENCE CORNER, 4 FEET WEST OF THE
 JZ0874'FENCE LINE, 2.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ0874'1.5 FEET ABOVE THE JUNCTION AND SET IN THE TOP OF AN IRON PIPE
 JZ0874'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0763 ***********************************************************************
 JZ0763  DESIGNATION -  1022
 JZ0763  PID         -  JZ0763
 JZ0763  STATE/COUNTY-  OH/HAMILTON
 JZ0763  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0763
 JZ0763                         *CURRENT SURVEY CONTROL
 JZ0763  ___________________________________________________________________
 JZ0763* NAD 83(1986)-  39 11 05.     (N)    084 36 14.     (W)     SCALED    
 JZ0763* NAVD 88     -       285.289  (meters)     935.99   (feet)  ADJUSTED  
 JZ0763  ___________________________________________________________________
 JZ0763  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0763  DYNAMIC HT  -         285.111 (meters)     935.40  (feet)  COMP
 JZ0763  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JZ0763
 JZ0763  VERT ORDER  -  FIRST     CLASS II
 JZ0763
 JZ0763.The horizontal coordinates were scaled from a topographic map and have
 JZ0763.an estimated accuracy of +/- 6 seconds.
 JZ0763
 JZ0763.The orthometric height was determined by differential leveling
 JZ0763.and adjusted by the National Geodetic Survey in June 1991..
 JZ0763
 JZ0763.The geoid height was determined by GEOID03.
 JZ0763
 JZ0763.The dynamic height is computed by dividing the NAVD 88
 JZ0763.geopotential number by the normal gravity value computed on the
 JZ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0763.degrees latitude (g = 980.6199 gals.).
 JZ0763
 JZ0763.The modeled gravity was interpolated from observed gravity values.
 JZ0763
 JZ0763;                    North         East    Units  Estimated Accuracy
 JZ0763;SPC OH S     -   133,640.      418,250.      MT  (+/- 180 meters Scaled)
 JZ0763
 JZ0763                          SUPERSEDED SURVEY CONTROL
 JZ0763
 JZ0763  NGVD 29 (??/??/92)  285.47   (m)          936.6    (f) COMPUTED    1 2
 JZ0763
 JZ0763.Superseded values are not recommended for survey control.
 JZ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0763.See file dsdata.txt to determine how the superseded data were derived.
 JZ0763
 JZ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ069400(NAD 83)
 JZ0763_MARKER: DD = SURVEY DISK
 JZ0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0763_STAMPING: 1022 47
 JZ0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0763+STABILITY: SURFACE MOTION
 JZ0763
 JZ0763  HISTORY     - Date     Condition        Report By
 JZ0763  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0763  HISTORY     - 1947     GOOD             NGS
 JZ0763  HISTORY     - 1966     MARK NOT FOUND   NGS
 JZ0763
 JZ0763                          STATION DESCRIPTION
 JZ0763
 JZ0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0763'AT MONFORT HEIGHTS.
 JZ0763'AT MONFORT HEIGHTS, 0.15 MILE NORTH OF MONFORT HEIGHTS DRIVE
 JZ0763'ALONG NORTH BEND ROAD, AT A 2-STORY BRICK BUILDING 5285, 6.5
 JZ0763'FEET WEST OF THE WEST CURB LINE OF NORTH BEND ROAD, 25.4 FEET
 JZ0763'NORTH AT NORTH EDGE OF WALK LEADING TO HOUSE 5285, 70.5 FEET
 JZ0763'SOUTH OF POLE 113H31, 1 FOOT HIGHER THAN THE ROAD.  A CONCRETE
 JZ0763'POST SET FLUSH WITH GROUND.  NOTE-- POSSIBLY COVERED BY WIDENING
 JZ0763'OF NORTH BEND ROAD.
 JZ0763
 JZ0763                          STATION RECOVERY (1966)
 JZ0763
 JZ0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1533 ***********************************************************************
 KZ1533  DESIGNATION -  1022
 KZ1533  PID         -  KZ1533
 KZ1533  STATE/COUNTY-  OH/UNION
 KZ1533  USGS QUAD   -  MILFORD CENTER (1980)
 KZ1533
 KZ1533                         *CURRENT SURVEY CONTROL
 KZ1533  ___________________________________________________________________
 KZ1533* NAD 83(1986)-  40 12 34.     (N)    083 22 37.     (W)     SCALED    
 KZ1533* NAVD 88     -       310.778  (meters)    1019.61   (feet)  ADJUSTED  
 KZ1533  ___________________________________________________________________
 KZ1533  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KZ1533  DYNAMIC HT  -         310.620 (meters)    1019.09  (feet)  COMP
 KZ1533  MODELED GRAV-     980,108.0   (mgal)                       NAVD 88
 KZ1533
 KZ1533  VERT ORDER  -  SECOND    CLASS 0
 KZ1533
 KZ1533.The horizontal coordinates were scaled from a topographic map and have
 KZ1533.an estimated accuracy of +/- 6 seconds.
 KZ1533
 KZ1533.The orthometric height was determined by differential leveling
 KZ1533.and adjusted by the National Geodetic Survey in June 1991..
 KZ1533
 KZ1533.The geoid height was determined by GEOID03.
 KZ1533
 KZ1533.The dynamic height is computed by dividing the NAVD 88
 KZ1533.geopotential number by the normal gravity value computed on the
 KZ1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1533.degrees latitude (g = 980.6199 gals.).
 KZ1533
 KZ1533.The modeled gravity was interpolated from observed gravity values.
 KZ1533
 KZ1533;                    North         East    Units  Estimated Accuracy
 KZ1533;SPC OH N     -    60,650.      525,340.      MT  (+/- 180 meters Scaled)
 KZ1533
 KZ1533                          SUPERSEDED SURVEY CONTROL
 KZ1533
 KZ1533  NGVD 29 (??/??/92)  310.966  (m)         1020.23   (f) ADJ UNCH    2 0
 KZ1533
 KZ1533.Superseded values are not recommended for survey control.
 KZ1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1533.See file dsdata.txt to determine how the superseded data were derived.
 KZ1533
 KZ1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE977537(NAD 83)
 KZ1533_MARKER: DD = SURVEY DISK
 KZ1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1533_STAMPING: 1022
 KZ1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1533+STABILITY: SURFACE MOTION
 KZ1533
 KZ1533  HISTORY     - Date     Condition        Report By
 KZ1533  HISTORY     - UNK      MONUMENTED       USGS
 KZ1533  HISTORY     - 1935     GOOD             NGS
 KZ1533
 KZ1533                          STATION DESCRIPTION
 KZ1533
 KZ1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1533'1.2 MI S FROM MARYSVILLE.
 KZ1533'1.2 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE SOUTH
 KZ1533'CORPORATION LIMIT OF MARYSVILLE, UNION COUNTY, AT THE JUNCTION
 KZ1533'OF A ROAD LEADING WEST, 33.9 FEET WEST OF THE CENTERLINE OF
 KZ1533'THE HIGHWAY, 23.8 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 KZ1533'3.0 FEET SOUTH OF A FENCE CORNER POST, AND ABOUT 4 FEET LOWER
 KZ1533'THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KZ1533'DISK, STAMPED 1022 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0769 ***********************************************************************
 JZ0769  DESIGNATION -  1023
 JZ0769  PID         -  JZ0769
 JZ0769  STATE/COUNTY-  OH/HAMILTON
 JZ0769  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0769
 JZ0769                         *CURRENT SURVEY CONTROL
 JZ0769  ___________________________________________________________________
 JZ0769* NAD 83(1986)-  39 11 22.     (N)    084 35 10.     (W)     SCALED    
 JZ0769* NAVD 88     -       276.252  (meters)     906.34   (feet)  ADJUSTED  
 JZ0769  ___________________________________________________________________
 JZ0769  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0769  DYNAMIC HT  -         276.081 (meters)     905.78  (feet)  COMP
 JZ0769  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 JZ0769
 JZ0769  VERT ORDER  -  FIRST     CLASS II
 JZ0769
 JZ0769.The horizontal coordinates were scaled from a topographic map and have
 JZ0769.an estimated accuracy of +/- 6 seconds.
 JZ0769
 JZ0769.The orthometric height was determined by differential leveling
 JZ0769.and adjusted by the National Geodetic Survey in June 1991..
 JZ0769
 JZ0769.The geoid height was determined by GEOID03.
 JZ0769
 JZ0769.The dynamic height is computed by dividing the NAVD 88
 JZ0769.geopotential number by the normal gravity value computed on the
 JZ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0769.degrees latitude (g = 980.6199 gals.).
 JZ0769
 JZ0769.The modeled gravity was interpolated from observed gravity values.
 JZ0769
 JZ0769;                    North         East    Units  Estimated Accuracy
 JZ0769;SPC OH S     -   134,130.      419,800.      MT  (+/- 180 meters Scaled)
 JZ0769
 JZ0769                          SUPERSEDED SURVEY CONTROL
 JZ0769
 JZ0769  NGVD 29 (??/??/92)  276.431  (m)          906.92   (f) ADJ UNCH    1 2
 JZ0769
 JZ0769.Superseded values are not recommended for survey control.
 JZ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0769.See file dsdata.txt to determine how the superseded data were derived.
 JZ0769
 JZ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ084405(NAD 83)
 JZ0769_MARKER: DD = SURVEY DISK
 JZ0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0769_STAMPING: 1023
 JZ0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0769+STABILITY: SURFACE MOTION
 JZ0769
 JZ0769  HISTORY     - Date     Condition        Report By
 JZ0769  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0769  HISTORY     - 1947     GOOD             NGS
 JZ0769  HISTORY     - 1966     MARK NOT FOUND   NGS
 JZ0769
 JZ0769                          STATION DESCRIPTION
 JZ0769
 JZ0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0769'3.9 MI SW FROM NORTH COLLEGE HILL.
 JZ0769'1.15 MILES SOUTH ALONG HAMILTON AVENUE FROM THE SCHOOL AT NORTH
 JZ0769'COLLEGE HILL, THENCE ABOUT 2.75 MILES SOUTHWEST ALONG NORTH BEND ROAD,
 JZ0769'AT THE JUNCTION OF SAMVER ROAD LEADING NORTH, 20 FEET SOUTH OF
 JZ0769'THE CENTER LINE OF NORTH BEND ROAD, 12.0 FEET WEST OF THE PROLONGED
 JZ0769'CENTER LINE OF SAMVER ROAD, 114 FEET WEST OF THE CENTER LINE OF
 JZ0769'EDALBERT ROAD LEADING SOUTH, 61 FEET NORTH OF THE NORTHEAST CORNER
 JZ0769'OF THE BRICK HOUSE AT 3069 NORTH BEND ROAD, 17 FEET WEST OF THE
 JZ0769'CONCRETE DRIVE TO THE HOUSE, 2.2 FEET SOUTH OF THE SOUTH EDGE OF
 JZ0769'THE PAVEMENT OF NORTH BEND ROAD, AND SET IN THE TOP OF A CONCRETE
 JZ0769'POST FLUSH WITH THE GROUND.
 JZ0769
 JZ0769                          STATION RECOVERY (1966)
 JZ0769
 JZ0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1141 ***********************************************************************
 JY1141  DESIGNATION -  1024
 JY1141  PID         -  JY1141
 JY1141  STATE/COUNTY-  OH/GREENE
 JY1141  USGS QUAD   -  CEDARVILLE (1987)
 JY1141
 JY1141                         *CURRENT SURVEY CONTROL
 JY1141  ___________________________________________________________________
 JY1141* NAD 83(1995)-  39 40 06.51207(N)    083 48 41.52553(W)     ADJUSTED  
 JY1141* NAVD 88     -       312.111  (meters)    1023.98   (feet)  ADJUSTED  
 JY1141  ___________________________________________________________________
 JY1141  X           -     529,994.985 (meters)                     COMP
 JY1141  Y           -  -4,887,851.587 (meters)                     COMP
 JY1141  Z           -   4,049,897.685 (meters)                     COMP
 JY1141  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 JY1141  ELLIP HEIGHT-         279.20  (meters)          (10/07/05) GPS OBS
 JY1141  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JY1141  DYNAMIC HT  -         311.930 (meters)    1023.39  (feet)  COMP
 JY1141  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 JY1141
 JY1141  HORZ ORDER  -  FIRST
 JY1141  VERT ORDER  -  SECOND    CLASS 0
 JY1141  ELLP ORDER  -  FOURTH    CLASS I
 JY1141
 JY1141.The horizontal coordinates were established by GPS observations
 JY1141.and adjusted by the National Geodetic Survey in April 1998..
 JY1141
 JY1141.The orthometric height was determined by differential leveling
 JY1141.and adjusted by the National Geodetic Survey in June 1991..
 JY1141
 JY1141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1141
 JY1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1141
 JY1141.The ellipsoidal height was determined by GPS observations
 JY1141.and is referenced to NAD 83.
 JY1141
 JY1141.The geoid height was determined by GEOID03.
 JY1141
 JY1141.The dynamic height is computed by dividing the NAVD 88
 JY1141.geopotential number by the normal gravity value computed on the
 JY1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1141.degrees latitude (g = 980.6199 gals.).
 JY1141
 JY1141.The modeled gravity was interpolated from observed gravity values.
 JY1141
 JY1141;                    North         East     Units Scale Factor Converg.
 JY1141;SPC OH S     -   186,041.665   487,473.029   MT  0.99994817   -0 49 55.9
 JY1141;UTM  17      - 4,394,741.112   258,833.546   MT  1.00031612   -1 47 44.1
 JY1141
 JY1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1141!SPC OH S     -   0.99995620  x   0.99994817  =   0.99990437
 JY1141!UTM  17      -   0.99995620  x   1.00031612  =   1.00027231
 JY1141
 JY1141:                Primary Azimuth Mark                     Grid Az
 JY1141:SPC OH S     -  1024 AZ MK                               032 41 16.2
 JY1141:UTM  17      -  1024 AZ MK                               033 39 04.4
 JY1141
 JY1141|---------------------------------------------------------------------|
 JY1141| PID    Reference Object                     Distance      Geod. Az  |
 JY1141|                                                           dddmmss.s |
 JY1141| JY1763 1024 AZ MK                          458.342 METERS 0315120.3 |
 JY1141|---------------------------------------------------------------------|
 JY1141
 JY1141                          SUPERSEDED SURVEY CONTROL
 JY1141
 JY1141  ELLIP H (04/01/98)  279.25   (m)                       GP(       ) 4 1
 JY1141  NAD 83(1986)-  39 40 06.51807(N)    083 48 41.53334(W) AD(       ) 1
 JY1141  NAVD 88 (10/01/93)  312.11   (m)         1024.0    (f) LEVELING    3  
 JY1141  NGVD 29 (??/??/92)  312.279  (m)         1024.54   (f) ADJ UNCH    2 0
 JY1141
 JY1141.Superseded values are not recommended for survey control.
 JY1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1141.See file dsdata.txt to determine how the superseded data were derived.
 JY1141
 JY1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5883494741(NAD 83)
 JY1141_MARKER: P = PIPE CAP
 JY1141_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JY1141_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JY1141_STAMPING: OHIO 1024
 JY1141_MARK LOGO: USGS  
 JY1141_MAGNETIC: P = MARKER IS A STEEL PIPE
 JY1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1141+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2000
 JY1141
 JY1141  HISTORY     - Date     Condition        Report By
 JY1141  HISTORY     - UNK      MONUMENTED       USGS
 JY1141  HISTORY     - 1935     GOOD             NGS
 JY1141  HISTORY     - 19920914 GOOD             GRWAS
 JY1141  HISTORY     - 19981130 GOOD             USPSQD
 JY1141  HISTORY     - 20000421 GOOD             WOOLPT
 JY1141
 JY1141                          STATION DESCRIPTION
 JY1141
 JY1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY1141'4.2 MI NW FROM JAMESTOWN.
 JY1141'4.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY1141'STATION AT JAMESTOWN, GREENE COUNTY, AT THE STATION AT NEW JASPER,
 JY1141'36 YARDS WEST OF A GRAIN ELEVATOR, AT A GRAVEL-ROAD CROSSING,
 JY1141'36.2 FEET WEST OF THE CENTERLINE OF THE ROAD, 26.4 FEET NORTH OF
 JY1141'THE NORTH RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 JY1141'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED OHIO
 JY1141'1024 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 JY1141
 JY1141                          STATION RECOVERY (1992)
 JY1141
 JY1141'RECOVERY NOTE BY GRW AERIAL SURVEY 1992
 JY1141'FROM THE COUTRHOUSE IN XENIA GO EAST ON U.S. ROUTE 35 (MAIN STREET)FOR
 JY1141'6.3 MI (10.14 KM) TO THE JUNCTION WITH BALLARD ROAD. TURN RIGHT AND
 JY1141'GO 1.2 MI (1.93 KM) SOUTHEAST ON BALLARD ROAD TO THE JUNCTION WITH
 JY1141'NEW JASPER ROAD 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT, ABOUT
 JY1141'155 FT (47.24 M) NORTHWEST OF AND ACROSS THE ROAD FROM A WOOD GRAIN
 JY1141'ELEVATOR.
 JY1141'THE STATION IS LOCATED ABOUT 8 MI (12.87 KM) EAST OF XENIA, 2 MI
 JY1141'(3.22 KM) WEST OF JAMESTOWN, AT THE NORTH EDGE OF A RAILROAD RIGHT OF
 JY1141'WAY WITH TRACKS REMOVED AND JUST WEST OF NEW JASPER ROAD. STATION IS
 JY1141'A USGS DISK STAMPED OHIO 1024 AND RIVITED INTO THE TOP OF A IRON
 JY1141'PIPE PROJECTING 18 IN, 34 FT (10.36 M) NORTHWEST OF AND 1 FT
 JY1141'(0.30 M) ABOVE THE CENTER OF THE ROAD, 11 FT (3.35 M) SOUTH OF THE
 JY1141'CENTER OF A GRAVEL DRIVE, AND 4.2 FT (1.28 M) WEST OF A STONE FENCE
 JY1141'CORNER
 JY1141
 JY1141                          STATION RECOVERY (1998)
 JY1141
 JY1141'RECOVERY NOTE BY US POWER SQUADRON 1998
 JY1141'RECOVERED IN GOOD CONDITION.
 JY1141
 JY1141                          STATION RECOVERY (2000)
 JY1141
 JY1141'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 JY1141'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0770 ***********************************************************************
 JZ0770  DESIGNATION -  1024
 JZ0770  PID         -  JZ0770
 JZ0770  STATE/COUNTY-  OH/HAMILTON
 JZ0770  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0770
 JZ0770                         *CURRENT SURVEY CONTROL
 JZ0770  ___________________________________________________________________
 JZ0770* NAD 83(1986)-  39 11 22.     (N)    084 34 50.     (W)     SCALED    
 JZ0770* NAVD 88     -       279.689  (meters)     917.61   (feet)  ADJUSTED  
 JZ0770  ___________________________________________________________________
 JZ0770  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ0770  DYNAMIC HT  -         279.516 (meters)     917.05  (feet)  COMP
 JZ0770  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 JZ0770
 JZ0770  VERT ORDER  -  FIRST     CLASS II
 JZ0770
 JZ0770.The horizontal coordinates were scaled from a topographic map and have
 JZ0770.an estimated accuracy of +/- 6 seconds.
 JZ0770
 JZ0770.The orthometric height was determined by differential leveling
 JZ0770.and adjusted by the National Geodetic Survey in June 1991..
 JZ0770
 JZ0770.The geoid height was determined by GEOID03.
 JZ0770
 JZ0770.The dynamic height is computed by dividing the NAVD 88
 JZ0770.geopotential number by the normal gravity value computed on the
 JZ0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0770.degrees latitude (g = 980.6199 gals.).
 JZ0770
 JZ0770.The modeled gravity was interpolated from observed gravity values.
 JZ0770
 JZ0770;                    North         East    Units  Estimated Accuracy
 JZ0770;SPC OH S     -   134,110.      420,280.      MT  (+/- 180 meters Scaled)
 JZ0770
 JZ0770                          SUPERSEDED SURVEY CONTROL
 JZ0770
 JZ0770  NGVD 29 (??/??/92)  279.87   (m)          918.2    (f) COMPUTED    1 2
 JZ0770
 JZ0770.Superseded values are not recommended for survey control.
 JZ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0770.See file dsdata.txt to determine how the superseded data were derived.
 JZ0770
 JZ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ089405(NAD 83)
 JZ0770_MARKER: DD = SURVEY DISK
 JZ0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0770_SP_SET: CULVERT
 JZ0770_STAMPING: 1024
 JZ0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0770
 JZ0770  HISTORY     - Date     Condition        Report By
 JZ0770  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0770  HISTORY     - 1947     GOOD             NGS
 JZ0770  HISTORY     - 1966     MARK NOT FOUND   NGS
 JZ0770
 JZ0770                          STATION DESCRIPTION
 JZ0770
 JZ0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0770'3.6 MI SW FROM NORTH COLLEGE HILL.
 JZ0770'1.15 MILES SOUTH ALONG HAMILTON AVENUE FROM THE SCHOOL AT NORTH
 JZ0770'COLLEGE HILL, THENCE ABOUT 2.45 MILES SOUTHWEST ALONG NORTH
 JZ0770'BEND ROAD, AT THE JUNCTION OF VOGEL ROAD, 20 FEET NORTH OF THE
 JZ0770'CENTER LINE OF NORTH BEND ROAD, 24 FEET EAST OF THE CENTER LINE
 JZ0770'OF VOGEL ROAD, 14 FEET SOUTH OF THE CENTER LINE OF A DRIVE WAY LEADING
 JZ0770'EAST, SET IN THE TOP OF THE SOUTH CONCRETE HEAD WALL OF A 14-INCH
 JZ0770'PIPE CULVERT UNDER THE DRIVE.
 JZ0770
 JZ0770                          STATION RECOVERY (1966)
 JZ0770
 JZ0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1780 ***********************************************************************
 KY1780  DESIGNATION -  1024
 KY1780  PID         -  KY1780
 KY1780  STATE/COUNTY-  OH/STARK
 KY1780  USGS QUAD   -  WILMOT (1994)
 KY1780
 KY1780                         *CURRENT SURVEY CONTROL
 KY1780  ___________________________________________________________________
 KY1780* NAD 83(1986)-  40 39 21.     (N)    081 38 02.     (W)     SCALED    
 KY1780* NAVD 88     -       311.721  (meters)    1022.70   (feet)  ADJUSTED  
 KY1780  ___________________________________________________________________
 KY1780  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KY1780  DYNAMIC HT  -         311.572 (meters)    1022.22  (feet)  COMP
 KY1780  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 KY1780
 KY1780  VERT ORDER  -  SECOND    CLASS 0
 KY1780
 KY1780.The horizontal coordinates were scaled from a topographic map and have
 KY1780.an estimated accuracy of +/- 6 seconds.
 KY1780
 KY1780.The orthometric height was determined by differential leveling
 KY1780.and adjusted by the National Geodetic Survey in June 1991..
 KY1780
 KY1780.The geoid height was determined by GEOID03.
 KY1780
 KY1780.The dynamic height is computed by dividing the NAVD 88
 KY1780.geopotential number by the normal gravity value computed on the
 KY1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1780.degrees latitude (g = 980.6199 gals.).
 KY1780
 KY1780.The modeled gravity was interpolated from observed gravity values.
 KY1780
 KY1780;                    North         East    Units  Estimated Accuracy
 KY1780;SPC OH N     -   110,210.      673,240.      MT  (+/- 180 meters Scaled)
 KY1780
 KY1780                          SUPERSEDED SURVEY CONTROL
 KY1780
 KY1780  NGVD 29 (??/??/92)  311.93   (m)         1023.4    (f) COMPUTED    2 0
 KY1780
 KY1780.Superseded values are not recommended for survey control.
 KY1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1780.See file dsdata.txt to determine how the superseded data were derived.
 KY1780
 KY1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF464007(NAD 83)
 KY1780_MARKER: P = PIPE CAP
 KY1780_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY1780_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KY1780_STAMPING: OHIO 1024
 KY1780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1780
 KY1780  HISTORY     - Date     Condition        Report By
 KY1780  HISTORY     - 1959     MONUMENTED       USGS
 KY1780  HISTORY     - 1959     GOOD             NGS
 KY1780  HISTORY     - 19921120 MARK NOT FOUND   OHDT
 KY1780
 KY1780                          STATION DESCRIPTION
 KY1780
 KY1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1780'AT WILMOT.
 KY1780'AT WILMOT, STARK COUNTY, ON U.S. HIGHWAY 62, ONE BLOCK SOUTH OF
 KY1780'THE MAIN STREET, 120 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 KY1780'WHITE CHURCH, AT A CURVE TO THE NORTH, 35 FEET EAST OF THE
 KY1780'CENTERLINE OF THE HIGHWAY, AND 8 FEET SOUTH OF THE CENTER OF A
 KY1780'DRIVE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 KY1780'STAMPED OHIO 1024 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 KY1780'PIPE PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- A LOCAL RESIDENT
 KY1780'STATED THAT THE MARK WOULD NOW FALL NEAR CENTER OF A BLACK TOP
 KY1780'STREET.  THE MARK WAS PROBABLY DESTROYED OR WOULD BE INACCESSABLE
 KY1780'IF STILL INTACT.
 KY1780
 KY1780                          STATION RECOVERY (1992)
 KY1780
 KY1780'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992 (SJ)
 KY1780'---- REPORT BY ODOT ---- YEAR 1992 ------ CONDITION - NOT FOUND ---
 KY1780' 
 KY1780'NOTE* MEASURED THE 120 FT FROM CHURCH, 35 FT FROM CENTERLINE OF HWY
 KY1780'BUT NO DRIVEWAY WAS NEAR.  USED LOCATOR IN AREA AND FOUND NOTHING. IT
 KY1780'CAME CLOSE TO AN ADDITION TO A HOUSE WHICH COULD HAVE BEEN EXCAVATED
 KY1780'WHEN BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1763 ***********************************************************************
 JY1763  DESIGNATION -  1024 AZ MK
 JY1763  PID         -  JY1763
 JY1763  STATE/COUNTY-  OH/GREENE
 JY1763  USGS QUAD   -  CEDARVILLE (1987)
 JY1763
 JY1763                         *CURRENT SURVEY CONTROL
 JY1763  ___________________________________________________________________
 JY1763* NAD 83(1995)-  39 40 19.13490(N)    083 48 31.37583(W)     ADJUSTED  
 JY1763* NAVD 88     -       312.5    (meters)    1025.     (feet)  GPS OBS   
 JY1763  ___________________________________________________________________
 JY1763  X           -     530,208.732 (meters)                     COMP
 JY1763  Y           -  -4,887,578.735 (meters)                     COMP
 JY1763  Z           -   4,050,197.619 (meters)                     COMP
 JY1763  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 JY1763  ELLIP HEIGHT-         279.61  (meters)          (10/07/05) GPS OBS
 JY1763  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JY1763
 JY1763  HORZ ORDER  -  FIRST
 JY1763  ELLP ORDER  -  FOURTH    CLASS I
 JY1763
 JY1763.The horizontal coordinates were established by GPS observations
 JY1763.and adjusted by the National Geodetic Survey in April 1998..
 JY1763
 JY1763.The orthometric height was determined by GPS observations and a
 JY1763.high-resolution geoid model.
 JY1763
 JY1763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1763
 JY1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1763
 JY1763.The ellipsoidal height was determined by GPS observations
 JY1763.and is referenced to NAD 83.
 JY1763
 JY1763.The geoid height was determined by GEOID03.
 JY1763
 JY1763;                    North         East     Units Scale Factor Converg.
 JY1763;SPC OH S     -   186,427.398   487,720.550   MT  0.99994847   -0 49 49.5
 JY1763;UTM  17      - 4,395,122.768   259,087.611   MT  1.00031461   -1 47 38.1
 JY1763
 JY1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1763!SPC OH S     -   0.99995614  x   0.99994847  =   0.99990461
 JY1763!UTM  17      -   0.99995614  x   1.00031461  =   1.00027073
 JY1763
 JY1763:                Primary Azimuth Mark                     Grid Az
 JY1763:SPC OH S     -  1024                                     212 41 16.2
 JY1763:UTM  17      -  1024                                     213 39 04.8
 JY1763
 JY1763|---------------------------------------------------------------------|
 JY1763| PID    Reference Object                     Distance      Geod. Az  |
 JY1763|                                                           dddmmss.s |
 JY1763| JY1141 1024                                458.342 METERS 2115126.7 |
 JY1763|---------------------------------------------------------------------|
 JY1763
 JY1763                          SUPERSEDED SURVEY CONTROL
 JY1763
 JY1763  ELLIP H (04/01/98)  279.66   (m)                       GP(       ) 4 1
 JY1763  NAD 83(1986)-  39 40 19.14091(N)    083 48 31.38364(W) AD(       ) 1
 JY1763
 JY1763.Superseded values are not recommended for survey control.
 JY1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1763.See file dsdata.txt to determine how the superseded data were derived.
 JY1763
 JY1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5908895123(NAD 83)
 JY1763_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JY1763_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JY1763_SP_SET: SURROUNDED BY MASS OF CONCRETE
 JY1763_STAMPING: 1024 AZI
 JY1763_MARK LOGO: OH-057
 JY1763_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1763+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1992
 JY1763
 JY1763  HISTORY     - Date     Condition        Report By
 JY1763  HISTORY     - 1800     MONUMENTED       GRWAS
 JY1763  HISTORY     - 19920807 GOOD
 JY1763
 JY1763                          STATION DESCRIPTION
 JY1763
 JY1763'DESCRIBED BY GRW AERIAL SURVEY 1800
 JY1763'AZIMUTH MARK IS LOCATED APPROX. 0.3 MI (0.48 KM) NORTH OF THE STATION
 JY1763'AND ABOUT 0.1 MI (0.16 KM) NORTHWEST OF THE JUNCTION OF BALLARD ROAD
 JY1763'AND NEW JASPER STATION ROAD. 20.05 FT (6.11 M) SOUTHWEST OF THE
 JY1763'CENTERLINE OF BALLARD ROAD, REFERENCE P.K. NAILS ARE SET IN THE EDGE
 JY1763'OF PAVEMENT AT 22.72 FT (6.93 M) AND 24.32 FT (7.41 M) . MARK IS A
 JY1763'5/8 IN DIAMETER REBAR SET FLUSH WITH THE GROUND.
 JY1763
 JY1763                          STATION RECOVERY (1992)
 JY1763
 JY1763'RECOVERED 1992
 JY1763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0122 ***********************************************************************
 LA0122  DESIGNATION -  1026
 LA0122  PID         -  LA0122
 LA0122  STATE/COUNTY-  OH/SHELBY
 LA0122  USGS QUAD   -  SIDNEY (1982)
 LA0122
 LA0122                         *CURRENT SURVEY CONTROL
 LA0122  ___________________________________________________________________
 LA0122* NAD 83(1986)-  40 16 23.     (N)    084 12 26.     (W)     SCALED    
 LA0122* NAVD 88     -       312.573  (meters)    1025.50   (feet)  ADJUSTED  
 LA0122  ___________________________________________________________________
 LA0122  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LA0122  DYNAMIC HT  -         312.417 (meters)    1024.99  (feet)  COMP
 LA0122  MODELED GRAV-     980,116.9   (mgal)                       NAVD 88
 LA0122
 LA0122  VERT ORDER  -  SECOND    CLASS 0
 LA0122
 LA0122.The horizontal coordinates were scaled from a topographic map and have
 LA0122.an estimated accuracy of +/- 6 seconds.
 LA0122
 LA0122.The orthometric height was determined by differential leveling
 LA0122.and adjusted by the National Geodetic Survey in June 1991..
 LA0122
 LA0122.The geoid height was determined by GEOID03.
 LA0122
 LA0122.The dynamic height is computed by dividing the NAVD 88
 LA0122.geopotential number by the normal gravity value computed on the
 LA0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0122.degrees latitude (g = 980.6199 gals.).
 LA0122
 LA0122.The modeled gravity was interpolated from observed gravity values.
 LA0122
 LA0122;                    North         East    Units  Estimated Accuracy
 LA0122;SPC OH N     -    68,760.      454,800.      MT  (+/- 180 meters Scaled)
 LA0122
 LA0122                          SUPERSEDED SURVEY CONTROL
 LA0122
 LA0122  NGVD 29 (??/??/92)  312.771  (m)         1026.15   (f) ADJ UNCH    2 0
 LA0122
 LA0122.Superseded values are not recommended for survey control.
 LA0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0122.See file dsdata.txt to determine how the superseded data were derived.
 LA0122
 LA0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK374618(NAD 83)
 LA0122_MARKER: DD = SURVEY DISK
 LA0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0122_SP_SET: BRIDGE WALL
 LA0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0122
 LA0122  HISTORY     - Date     Condition        Report By
 LA0122  HISTORY     - UNK      MONUMENTED       USGS
 LA0122  HISTORY     - 1934     GOOD             NGS
 LA0122
 LA0122                          STATION DESCRIPTION
 LA0122
 LA0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0122'1.9 MI E FROM HARDIN.
 LA0122'1.9 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0122'ST. LOUIS RAILWAY FROM THE STATION AT HARDIN, SHELBY COUNTY,
 LA0122'IN THE TOP OF THE NORTHEAS CORNER OF THE CONCRETE BACKWALL
 LA0122'OF A HIGHWAY BRIDGE, 10 FEET EAST OF THE CENTER LINE OF A
 LA0122'ROAD, AND ABOUT LEVEL WITH THE ROADWAY.  A UNITED STATES GEOLOGICAL
 LA0122'SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0771 ***********************************************************************
 JZ0771  DESIGNATION -  1026
 JZ0771  PID         -  JZ0771
 JZ0771  STATE/COUNTY-  OH/HAMILTON
 JZ0771  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0771
 JZ0771                         *CURRENT SURVEY CONTROL
 JZ0771  ___________________________________________________________________
 JZ0771* NAD 83(1986)-  39 11 27.     (N)    084 34 16.     (W)     SCALED    
 JZ0771* NAVD 88     -       291.279  (meters)     955.64   (feet)  ADJUSTED  
 JZ0771  ___________________________________________________________________
 JZ0771  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ0771  DYNAMIC HT  -         291.099 (meters)     955.05  (feet)  COMP
 JZ0771  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 JZ0771
 JZ0771  VERT ORDER  -  FIRST     CLASS II
 JZ0771
 JZ0771.The horizontal coordinates were scaled from a topographic map and have
 JZ0771.an estimated accuracy of +/- 6 seconds.
 JZ0771
 JZ0771.The orthometric height was determined by differential leveling
 JZ0771.and adjusted by the National Geodetic Survey in June 1991..
 JZ0771
 JZ0771.The geoid height was determined by GEOID03.
 JZ0771
 JZ0771.The dynamic height is computed by dividing the NAVD 88
 JZ0771.geopotential number by the normal gravity value computed on the
 JZ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0771.degrees latitude (g = 980.6199 gals.).
 JZ0771
 JZ0771.The modeled gravity was interpolated from observed gravity values.
 JZ0771
 JZ0771;                    North         East    Units  Estimated Accuracy
 JZ0771;SPC OH S     -   134,250.      421,100.      MT  (+/- 180 meters Scaled)
 JZ0771
 JZ0771                          SUPERSEDED SURVEY CONTROL
 JZ0771
 JZ0771  NGVD 29 (06/03/91)  291.449  (m)          956.20   (f) ADJUSTED    1 2
 JZ0771
 JZ0771.Superseded values are not recommended for survey control.
 JZ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0771.See file dsdata.txt to determine how the superseded data were derived.
 JZ0771
 JZ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ097407(NAD 83)
 JZ0771_MARKER: DD = SURVEY DISK
 JZ0771_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0771_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0771_STAMPING: 1026
 JZ0771_MARK LOGO: OH1610
 JZ0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0771
 JZ0771  HISTORY     - Date     Condition        Report By
 JZ0771  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0771  HISTORY     - 1947     GOOD             NGS
 JZ0771  HISTORY     - 1966     GOOD             NGS
 JZ0771  HISTORY     - 19900420 GOOD             WOOLPT
 JZ0771
 JZ0771                          STATION DESCRIPTION
 JZ0771
 JZ0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0771'3 MI SW FROM NORTH COLLEGE HILL.
 JZ0771'1.15 MILES SOUTH ALONG HAMILTON AVENUE FROM THE SCHOOL AT NORTH
 JZ0771'COLLEGE HILL, THENCE ABOUT 1.9 MILE SOUTHWEST ALONG NORTH BEND
 JZ0771'ROAD, ACROSS NORTH BEND ROAD FROM THE MOUNT AIRY TANKS OF THE
 JZ0771'CINCINNATI WATER WORKS, 30.5 FEET SOUTHEAST OF THE SOUTH CORNER OF
 JZ0771'THE BRICK HOUSE AT 2620 NORTH BEND ROAD, 25 FEET NORTHWEST OF
 JZ0771'THE CENTER LINE OF THE ROAD, 16 FEET SOUTHWEST OF THE CENTER
 JZ0771'LINE OF THE WALK TO THE HOUSE, 1.0 FEET NORTHWEST OF THE NORTHWEST
 JZ0771'EDGE OF THE SIDE WALK, ABOUT 82 YARDS SOUTHWEST OF THE JUNCTION
 JZ0771'OF COLERAIN AVENUE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 JZ0771'OF A CONCRETE POST PROJECTING 1 INCH.
 JZ0771
 JZ0771                          STATION RECOVERY (1966)
 JZ0771
 JZ0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0771'RECOVERED IN GOOD CONDITION.
 JZ0771
 JZ0771                          STATION RECOVERY (1990)
 JZ0771
 JZ0771'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1286 ***********************************************************************
 MB1286  DESIGNATION -  1027
 MB1286  PID         -  MB1286
 MB1286  STATE/COUNTY-  OH/SUMMIT
 MB1286  USGS QUAD   -  AKRON WEST (1994)
 MB1286
 MB1286                         *CURRENT SURVEY CONTROL
 MB1286  ___________________________________________________________________
 MB1286* NAD 83(1986)-  41 04 50.     (N)    081 30 58.     (W)     SCALED    
 MB1286* NAVD 88     -       312.895  (meters)    1026.56   (feet)  ADJUSTED  
 MB1286  ___________________________________________________________________
 MB1286  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB1286  DYNAMIC HT  -         312.757 (meters)    1026.10  (feet)  COMP
 MB1286  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 MB1286
 MB1286  VERT ORDER  -  FIRST     CLASS II
 MB1286
 MB1286.The horizontal coordinates were scaled from a topographic map and have
 MB1286.an estimated accuracy of +/- 6 seconds.
 MB1286
 MB1286.The orthometric height was determined by differential leveling
 MB1286.and adjusted by the National Geodetic Survey in June 1991..
 MB1286
 MB1286.The geoid height was determined by GEOID03.
 MB1286
 MB1286.The dynamic height is computed by dividing the NAVD 88
 MB1286.geopotential number by the normal gravity value computed on the
 MB1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1286.degrees latitude (g = 980.6199 gals.).
 MB1286
 MB1286.The modeled gravity was interpolated from observed gravity values.
 MB1286
 MB1286;                    North         East    Units  Estimated Accuracy
 MB1286;SPC OH N     -   157,470.      682,670.      MT  (+/- 180 meters Scaled)
 MB1286
 MB1286                          SUPERSEDED SURVEY CONTROL
 MB1286
 MB1286  NGVD 29 (??/??/92)  313.092  (m)         1027.20   (f) ADJ UNCH    1 2
 MB1286
 MB1286.Superseded values are not recommended for survey control.
 MB1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1286.See file dsdata.txt to determine how the superseded data were derived.
 MB1286
 MB1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF566478(NAD 83)
 MB1286_MARKER: DB = BENCH MARK DISK
 MB1286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1286_SP_SET: PORCH
 MB1286_STAMPING: 1027 CLEVELAND
 MB1286_MARK LOGO: USGS  
 MB1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1286
 MB1286  HISTORY     - Date     Condition        Report By
 MB1286  HISTORY     - UNK      MONUMENTED       USGS
 MB1286  HISTORY     - 1954     GOOD             CGS
 MB1286  HISTORY     - 1963     GOOD             CGS
 MB1286  HISTORY     - 20060131 MARK NOT FOUND   GEOCAC
 MB1286
 MB1286                          STATION DESCRIPTION
 MB1286
 MB1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MB1286'AT AKRON.
 MB1286'AT AKRON, NEAR THE INTERSECTION OF BROADWAY STREET AND CENTER
 MB1286'STREET, IN THE TOP OF THE SOUTHEAST EDGE OF THE PORCH FLOOR OF
 MB1286'SOUTHEAST PORCH OF COUNTY JAIL, ON LAWN OF COUNTY COURT HOUSE,
 MB1286'5 1/2 FEET SOUTHWEST OF THE EAST CORNER OF PORCH OF JAIL, 1/2
 MB1286'FOOT NORTHWEST OF SOUTHEAST EDGE OF PORCH FLOOR AND ABOUT 2
 MB1286'FEET ABOVE GROUND.
 MB1286
 MB1286                          STATION RECOVERY (1963)
 MB1286
 MB1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MB1286'RECOVERED IN GOOD CONDITION.
 MB1286
 MB1286                          STATION RECOVERY (2006)
 MB1286
 MB1286'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1286'A NEW JAIL WAS BUILT IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0775 ***********************************************************************
 JZ0775  DESIGNATION -  1027
 JZ0775  PID         -  JZ0775
 JZ0775  STATE/COUNTY-  OH/HAMILTON
 JZ0775  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0775
 JZ0775                         *CURRENT SURVEY CONTROL
 JZ0775  ___________________________________________________________________
 JZ0775* NAD 83(1986)-  39 12 03.     (N)    084 33 48.     (W)     SCALED    
 JZ0775* NAVD 88     -       281.448  (meters)     923.38   (feet)  ADJUSTED  
 JZ0775  ___________________________________________________________________
 JZ0775  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0775  DYNAMIC HT  -         281.275 (meters)     922.82  (feet)  COMP
 JZ0775  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 JZ0775
 JZ0775  VERT ORDER  -  FIRST     CLASS II
 JZ0775
 JZ0775.The horizontal coordinates were scaled from a topographic map and have
 JZ0775.an estimated accuracy of +/- 6 seconds.
 JZ0775
 JZ0775.The orthometric height was determined by differential leveling
 JZ0775.and adjusted by the National Geodetic Survey in June 1991..
 JZ0775
 JZ0775.The geoid height was determined by GEOID03.
 JZ0775
 JZ0775.The dynamic height is computed by dividing the NAVD 88
 JZ0775.geopotential number by the normal gravity value computed on the
 JZ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0775.degrees latitude (g = 980.6199 gals.).
 JZ0775
 JZ0775.The modeled gravity was interpolated from observed gravity values.
 JZ0775
 JZ0775;                    North         East    Units  Estimated Accuracy
 JZ0775;SPC OH S     -   135,340.      421,790.      MT  (+/- 180 meters Scaled)
 JZ0775
 JZ0775                          SUPERSEDED SURVEY CONTROL
 JZ0775
 JZ0775  NGVD 29 (??/??/92)  281.627  (m)          923.97   (f) ADJ UNCH    1 2
 JZ0775
 JZ0775.Superseded values are not recommended for survey control.
 JZ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0775.See file dsdata.txt to determine how the superseded data were derived.
 JZ0775
 JZ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ104418(NAD 83)
 JZ0775_MARKER: DD = SURVEY DISK
 JZ0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0775_STAMPING: 1027
 JZ0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0775+STABILITY: SURFACE MOTION
 JZ0775
 JZ0775  HISTORY     - Date     Condition        Report By
 JZ0775  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0775  HISTORY     - 1947     GOOD             NGS
 JZ0775
 JZ0775                          STATION DESCRIPTION
 JZ0775
 JZ0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0775'2.2 MI SW FROM NORTH COLLEGE HILL.
 JZ0775'1.15 MILES SOUTH ALONG HAMILTON AVENUE FROM THE SCHOOL AT NORTH
 JZ0775'COLLEGE HILL, THENCE ABOUT 1.0 MILE SOUTHWEST ALONG NORTH BEND
 JZ0775'ROAD, AT THE JUNCTION OF BELMONT AVENUE LEADING SOUTHEAST, 26
 JZ0775'FEET SOUTHEAST OF THE CENTER LINE OF NORTH BEND ROAD, 21 FEET
 JZ0775'NORTHEAST OF THE CENTER LINE OF BELMONT AVENUE, 4 FEET EAST OF
 JZ0775'POWER POLE NO. 420X39, 4.5 FEET WEST OF A FENCE CORNER ABOUT LEVEL
 JZ0775'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST IN THE CENTER
 JZ0775'OF THE SIDE WALK AND FLUSH WITH THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0583 ***********************************************************************
 MB0583  DESIGNATION -  1028
 MB0583  PID         -  MB0583
 MB0583  STATE/COUNTY-  OH/MAHONING
 MB0583  USGS QUAD   -  CANFIELD (1979)
 MB0583
 MB0583                         *CURRENT SURVEY CONTROL
 MB0583  ___________________________________________________________________
 MB0583* NAD 83(1986)-  41 06 00.     (N)    080 52 16.     (W)     SCALED    
 MB0583* NAVD 88     -       313.274  (meters)    1027.80   (feet)  ADJUSTED  
 MB0583  ___________________________________________________________________
 MB0583  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB0583  DYNAMIC HT  -         313.133 (meters)    1027.34  (feet)  COMP
 MB0583  MODELED GRAV-     980,164.3   (mgal)                       NAVD 88
 MB0583
 MB0583  VERT ORDER  -  FIRST     CLASS II
 MB0583
 MB0583.The horizontal coordinates were scaled from a topographic map and have
 MB0583.an estimated accuracy of +/- 6 seconds.
 MB0583
 MB0583.The orthometric height was determined by differential leveling
 MB0583.and adjusted by the National Geodetic Survey in June 1991..
 MB0583
 MB0583.The geoid height was determined by GEOID03.
 MB0583
 MB0583.The dynamic height is computed by dividing the NAVD 88
 MB0583.geopotential number by the normal gravity value computed on the
 MB0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0583.degrees latitude (g = 980.6199 gals.).
 MB0583
 MB0583.The modeled gravity was interpolated from observed gravity values.
 MB0583
 MB0583;                    North         East    Units  Estimated Accuracy
 MB0583;SPC OH N     -   160,440.      736,820.      MT  (+/- 180 meters Scaled)
 MB0583
 MB0583                          SUPERSEDED SURVEY CONTROL
 MB0583
 MB0583  NGVD 29 (??/??/92)  313.449  (m)         1028.37   (f) ADJ UNCH    1 2
 MB0583
 MB0583.Superseded values are not recommended for survey control.
 MB0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0583.See file dsdata.txt to determine how the superseded data were derived.
 MB0583
 MB0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF108498(NAD 83)
 MB0583_MARKER: DD = SURVEY DISK
 MB0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0583_SP_SET: BUILDING FOUNDATION
 MB0583_STAMPING: 1028 1028.398
 MB0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0583+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 MB0583
 MB0583  HISTORY     - Date     Condition        Report By
 MB0583  HISTORY     - UNK      MONUMENTED       OH-099
 MB0583  HISTORY     - 1950     GOOD             NGS
 MB0583  HISTORY     - 20060428 GOOD             GEOCAC
 MB0583
 MB0583                          STATION DESCRIPTION
 MB0583
 MB0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0583'AT NORTH JACKSON.
 MB0583'IN THE SOUTH FACE OF THE CONCRETE FOUNDATION OF PENNSYLVANIA
 MB0583'RAILROAD STATION AT NORTH JACKSON.  IT IS 5.5 FEET WEST OF THE
 MB0583'SOUTHEAST CORNER OF THE STATION AND 1.5 FEET ABOVE THE LEVEL
 MB0583'OF THE GROUND.  A USGS DISK SET VERTICALLY.
 MB0583
 MB0583                          STATION RECOVERY (2006)
 MB0583
 MB0583'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0798 ***********************************************************************
 JZ0798  DESIGNATION -  1029
 JZ0798  PID         -  JZ0798
 JZ0798  STATE/COUNTY-  OH/HAMILTON
 JZ0798  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0798
 JZ0798                         *CURRENT SURVEY CONTROL
 JZ0798  ___________________________________________________________________
 JZ0798* NAD 83(1986)-  39 10 34.     (N)    084 31 10.     (W)     SCALED    
 JZ0798* NAVD 88     -       180.792  (meters)     593.15   (feet)  ADJUSTED  
 JZ0798  ___________________________________________________________________
 JZ0798  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0798  DYNAMIC HT  -         180.681 (meters)     592.78  (feet)  COMP
 JZ0798  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 JZ0798
 JZ0798  VERT ORDER  -  FIRST     CLASS II
 JZ0798
 JZ0798.The horizontal coordinates were scaled from a topographic map and have
 JZ0798.an estimated accuracy of +/- 6 seconds.
 JZ0798
 JZ0798.The orthometric height was determined by differential leveling
 JZ0798.and adjusted by the National Geodetic Survey in June 1991..
 JZ0798
 JZ0798.The geoid height was determined by GEOID03.
 JZ0798
 JZ0798.The dynamic height is computed by dividing the NAVD 88
 JZ0798.geopotential number by the normal gravity value computed on the
 JZ0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0798.degrees latitude (g = 980.6199 gals.).
 JZ0798
 JZ0798.The modeled gravity was interpolated from observed gravity values.
 JZ0798
 JZ0798;                    North         East    Units  Estimated Accuracy
 JZ0798;SPC OH S     -   132,520.      425,520.      MT  (+/- 180 meters Scaled)
 JZ0798
 JZ0798                          SUPERSEDED SURVEY CONTROL
 JZ0798
 JZ0798  NGVD 29 (??/??/92)  180.969  (m)          593.73   (f) ADJ UNCH    1 2
 JZ0798
 JZ0798.Superseded values are not recommended for survey control.
 JZ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0798.See file dsdata.txt to determine how the superseded data were derived.
 JZ0798
 JZ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ142392(NAD 83)
 JZ0798_MARKER: DD = SURVEY DISK
 JZ0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0798_STAMPING: 1029 47
 JZ0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0798+STABILITY: SURFACE MOTION
 JZ0798
 JZ0798  HISTORY     - Date     Condition        Report By
 JZ0798  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0798  HISTORY     - 1947     GOOD             NGS
 JZ0798
 JZ0798                          STATION DESCRIPTION
 JZ0798
 JZ0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0798'AT WINTON PLACE.
 JZ0798'AT WINTON PLACE AT THE JUNCTION OF WINTON ROAD AND GRAY ROAD
 JZ0798'BETWEEN CURB AND HEDGE, 29.6 FEET EAST OF THE CENTERLINE OF
 JZ0798'WINTON ROAD, 28.8 FEET NORTH OF THE NORTH EDGE OF THE CONCRETE
 JZ0798'DRIVEWAY TO HOUSE 4710.  LEVEL WITH WALK AND CONCRETE POST
 JZ0798'PROJECTING ABOUT 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2748 ***********************************************************************
 MB2748  DESIGNATION -  103 050 1 P CO
 MB2748  PID         -  MB2748
 MB2748  STATE/COUNTY-  OH/PORTAGE
 MB2748  USGS QUAD   -  HUDSON (1984)
 MB2748
 MB2748                         *CURRENT SURVEY CONTROL
 MB2748  ___________________________________________________________________
 MB2748* NAD 83(1995)-  41 10 25.37309(N)    081 23 32.31562(W)     ADJUSTED  
 MB2748* NAVD 88     -       335.6    (meters)    1101.     (feet)  VERTCON   
 MB2748  ___________________________________________________________________
 MB2748  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 MB2748  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB2748
 MB2748  HORZ ORDER  -  SECOND
 MB2748
 MB2748.The horizontal coordinates were established by classical geodetic methods
 MB2748.and adjusted by the National Geodetic Survey in April 1998..
 MB2748
 MB2748.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2748
 MB2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2748
 MB2748.The geoid height was determined by GEOID03.
 MB2748
 MB2748;                    North         East     Units Scale Factor Converg.
 MB2748;SPC OH N     -   167,942.143   692,942.599   MT  0.99994085   +0 43 39.7
 MB2748;UTM  17      - 4,558,115.507   467,092.880   MT  0.99961333   -0 15 29.8
 MB2748
 MB2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2748!SPC OH N     -   0.99995262  x   0.99994085  =   0.99989348
 MB2748!UTM  17      -   0.99995262  x   0.99961333  =   0.99956597
 MB2748
 MB2748:                Primary Azimuth Mark                     Grid Az
 MB2748:SPC OH N     -  93 046 1 P CO                            084 49 32.5
 MB2748:UTM  17      -  93 046 1 P CO                            085 48 42.0
 MB2748
 MB2748|---------------------------------------------------------------------|
 MB2748| PID    Reference Object                     Distance      Geod. Az  |
 MB2748|                                                           dddmmss.s |
 MB2748| MB2740 93 046 1 P CO                       APPROX. 0.8 KM 0853312.2 |
 MB2748| MB2631 93 048 1 P CO                       APPROX. 2.3 KM 0932303.9 |
 MB2748| MB2610 KENT KSU RAD STA WKSU MAST          APPROX. 5.2 KM 1190901.4 |
 MB2748| MB2630 KENT MUN TANK                       APPROX. 2.9 KM 1221157.2 |
 MB2748| MB2557 KENT STATE UNIVERSITY STACK         APPROX. 4.5 KM 1233746.2 |
 MB2748| MB2617 KENT KSU S STACK                    APPROX. 4.5 KM 1235935.9 |
 MB2748| MB2619 KENT KSU TANK                       APPROX. 4.5 KM 1262044.7 |
 MB2748|---------------------------------------------------------------------|
 MB2748
 MB2748                          SUPERSEDED SURVEY CONTROL
 MB2748
 MB2748  NAD 83(1986)-  41 10 25.38058(N)    081 23 32.32021(W) AD(       ) 2
 MB2748  NAD 27      -  41 10 25.17423(N)    081 23 32.93149(W) AD(       ) 2
 MB2748  NGVD 29 (07/19/86)  335.8    (m)         1102.     (f) VERT ANG       
 MB2748
 MB2748.Superseded values are not recommended for survey control.
 MB2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2748.See file dsdata.txt to determine how the superseded data were derived.
 MB2748
 MB2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6709358116(NAD 83)
 MB2748_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2748+STABILITY: SURFACE MOTION
 MB2748
 MB2748  HISTORY     - Date     Condition        Report By
 MB2748  HISTORY     - 1977     MONUMENTED       OH-133
 MB2748
 MB2748                          STATION DESCRIPTION
 MB2748
 MB2748'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2748'THE STATION IS ABOUT 5-1/2 MILES SOUTH-SOUTHWEST
 MB2748'OF STREETSBORO, 5-3/4 MILES NORTH-NORTHWEST OF BRIMFIELD,
 MB2748'2-3/4 MILES NORTHWEST OF KENT, AND IN THE RIGHT-OF-WAY OF
 MB2748'NEWCOMER ROAD, COUNTY HIGHWAY 85.
 MB2748'
 MB2748'TO REACH THE STATION FROM KENT AT THE INTERSECTION OF STATE
 MB2748'ROUTES 59 AND 43 SOUTH, GO WEST ON STATE ROUTE 59 FOR 0.15 MILE
 MB2748'TO THE INTERSECTION OF STATE ROUTE 43 NORTH,
 MB2748'GOUGLER AVENUE.  TURN RIGHT AND GO NORTH FOR 0.35 MILE TO THE
 MB2748'INTERSECTION OF FAIRCHILD AVENUE TO THE LEFT.  TURN LEFT AND
 MB2748'GO WEST ON FAIRCHILD AVENUE FOR 1.8 MILES TO THE INTERSECTION
 MB2748'OF NEWCOMER ROAD, AT THE WEST PORTAGE COUNTYLINE.
 MB2748'TURN RIGHT AND GO NORTH FOR 0.5 MILE
 MB2748'TO THE TOP OF A HILL AND THE STATION TO THE LEFT.  CONTINUE
 MB2748'NORTH ON NEWCOMER ROAD FOR 0.15 MILE TO THE INTERSECTION OF
 MB2748'JOHNSON ROAD, TOWNSHIP HIGHWAY 141.  TURN RIGHT AND GO EAST
 MB2748'FOR 0.55 MILE TO THE TOP OF A SMALL KNOLL AND AZIMUTH MARK 93
 MB2748'046 1 P CO ON THE RIGHT.  CONTINUE EAST ON JOHNSON ROAD FOR
 MB2748'0.85 MILE TO THE T-INTERSECTION OF HUDSON ROAD, TOWNSHIP
 MB2748'HIGHWAY 146.  TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE
 MB2748'CURVE IN THE ROAD AND AZIMUTH MARK 93 048 1 P CO ON THE
 MB2748'RIGHT.
 MB2748'
 MB2748'STATION MARKS, STAMPED---103-050-1 1977---, ARE PORTAGE COUNTY
 MB2748'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2748'CYLINDRICAL CONCRETE POST AND FLUSH WITH THE GROUND SURFACE.
 MB2748'IT IS 79.5 FEET NORTHWEST OF AN 18-INCH MAPLE TREE, 38.0 FEET
 MB2748'SOUTHWEST OF A 24-INCH TWIN TRUNKED MAPLE TREE, 20.5 FEET SOUTH
 MB2748'OF A TELEPHONE AND POWER POLE, AND 13 FEET WEST OF THE
 MB2748'CENTERLINE OF NEWCOMER ROAD.  THE UNDERGROUND DISK IS SET IN AN
 MB2748'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2748'SURFACE.
 MB2748'
 MB2748'AZIMUTH MARK 93 046 1 P CO,
 MB2748'STAMPED---93-046-1 1977---, IS A PORTAGE COUNTY
 MB2748'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2748'POST AND FLUSH WITH THE GROUND SURFACE.  IT IS 101.7 FEET
 MB2748'NORTHEAST OF A ONE STORY BRICK DUPLEX, NUMBER 312, 51.9 FEET
 MB2748'SOUTH OF A 10-INCH PINE TREE, 73.2 FEET EAST OF POWER POLE
 MB2748'NUMBER FP 568, 50.3 FEET SOUTH OF THE CORNER FENCE POST NORTH
 MB2748'OF JOHNSON ROAD, 48.3 FEET SOUTHEAST OF A 12-INCH PINE TREE,
 MB2748'AND 19.8 FEET SOUTH OF THE CENTERLINE OF JOHNSON ROAD.
 MB2748'
 MB2748'AZIMUTH MARK 93 048 1 P CO,
 MB2748'STAMPED---93-048-1 1977---, IS A PORTAGE COUNTY
 MB2748'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2748'POST AND FLUSH WITH THE GROUND SURFACE.  IT IS 74.5 FEET WEST
 MB2748'OF THE SOUTHWEST CORNER OF A TWO STORY HOUSE, NUMBER 1257,
 MB2748'56.4 FEET SOUTH OF A 20-INCH WALNUT TREE, 43.7 FEET NORTH OF A
 MB2748'27-INCH WALNUT TREE, 48.0 FEET WEST OF TELEPHONE POLE NUMBER
 MB2748'1/14, 17.8 FEET NORTHEAST OF POWER POLE NUMBER FR 494, AND
 MB2748'19.1 FEET WEST OF THE CENTERLINE OF HUDSON ROAD.
 MB2748'
 MB2748'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2748'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2748'STATION SATROM CAN BE USED AS AN AZIMUTH MARK.
 MB2748'
 MB2748'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1443 ***********************************************************************
 KY1443  DESIGNATION -  1030.20
 KY1443  PID         -  KY1443
 KY1443  STATE/COUNTY-  OH/GUERNSEY
 KY1443  USGS QUAD   -  OLD WASHINGTON (1994)
 KY1443
 KY1443                         *CURRENT SURVEY CONTROL
 KY1443  ___________________________________________________________________
 KY1443* NAD 83(1986)-  40 02 18.     (N)    081 27 48.     (W)     SCALED    
 KY1443* NAVD 88     -       314.046  (meters)    1030.33   (feet)  POSTED    
 KY1443  ___________________________________________________________________
 KY1443  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY1443  DYNAMIC HT  -         313.870 (meters)    1029.76  (feet)  COMP
 KY1443  MODELED GRAV-     980,068.7   (mgal)                       NAVD 88
 KY1443
 KY1443  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY1443
 KY1443.The horizontal coordinates were scaled from a topographic map and have
 KY1443.an estimated accuracy of +/- 6 seconds.
 KY1443
 KY1443.The orthometric height was determined by differential leveling
 KY1443.and adjusted by the National Geodetic Survey in 1992..
 KY1443.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY1443.rate of 0.0 thru 1.0 mm/km.
 KY1443
 KY1443.The geoid height was determined by GEOID03.
 KY1443
 KY1443.The dynamic height is computed by dividing the NAVD 88
 KY1443.geopotential number by the normal gravity value computed on the
 KY1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1443.degrees latitude (g = 980.6199 gals.).
 KY1443
 KY1443.The modeled gravity was interpolated from observed gravity values.
 KY1443
 KY1443;                    North         East    Units  Estimated Accuracy
 KY1443;SPC OH S     -   226,800.      688,470.      MT  (+/- 180 meters Scaled)
 KY1443
 KY1443                          SUPERSEDED SURVEY CONTROL
 KY1443
 KY1443  NGVD 29 (??/??/92)  314.259  (m)         1031.03   (f) ADJ UNCH    2 0
 KY1443
 KY1443.Superseded values are not recommended for survey control.
 KY1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1443.See file dsdata.txt to determine how the superseded data were derived.
 KY1443
 KY1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME604321(NAD 83)
 KY1443_MARKER: Q = CHISELED SQUARE
 KY1443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1443_SP_SET: GAS PUMP BASE
 KY1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1443
 KY1443  HISTORY     - Date     Condition        Report By
 KY1443  HISTORY     - UNK      MONUMENTED       OHDT
 KY1443  HISTORY     - 1934     GOOD             NGS
 KY1443
 KY1443                          STATION DESCRIPTION
 KY1443
 KY1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1443'1 MI W FROM OLD WASHINGTON.
 KY1443'1.0 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE COLONIAL INN AT
 KY1443'OLD WASHINGTON, GUERNSEY COUNTY, 12 YARDS NORTHEAST OF THE
 KY1443'NORTHWEST CONRNER OF THE BINGO SERVICE STATION, ON THE TOP OF THE
 KY1443'BASE OF THE WEST GASOLINE PUMP, 14 YARDS SOUTH OF THE CENTERLINE
 KY1443'OF THE HIGHWAY, AND ABOUT 6 INCHES HIGHER THAN THE HIGHWAY.  A
 KY1443'2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1943 ***********************************************************************
 KY1943  DESIGNATION -  1030.43
 KY1943  PID         -  KY1943
 KY1943  STATE/COUNTY-  OH/STARK
 KY1943  USGS QUAD   -  NAVARRE (1994)
 KY1943
 KY1943                         *CURRENT SURVEY CONTROL
 KY1943  ___________________________________________________________________
 KY1943* NAD 83(1986)-  40 43 43.     (N)    081 36 52.     (W)     SCALED    
 KY1943* NAVD 88     -       313.807  (meters)    1029.55   (feet)  ADJUSTED  
 KY1943  ___________________________________________________________________
 KY1943  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KY1943  DYNAMIC HT  -         313.662 (meters)    1029.07  (feet)  COMP
 KY1943  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 KY1943
 KY1943  VERT ORDER  -  SECOND    CLASS 0
 KY1943
 KY1943.The horizontal coordinates were scaled from a topographic map and have
 KY1943.an estimated accuracy of +/- 6 seconds.
 KY1943
 KY1943.The orthometric height was determined by differential leveling
 KY1943.and adjusted by the National Geodetic Survey in June 1991..
 KY1943
 KY1943.The geoid height was determined by GEOID03.
 KY1943
 KY1943.The dynamic height is computed by dividing the NAVD 88
 KY1943.geopotential number by the normal gravity value computed on the
 KY1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1943.degrees latitude (g = 980.6199 gals.).
 KY1943
 KY1943.The modeled gravity was interpolated from observed gravity values.
 KY1943
 KY1943;                    North         East    Units  Estimated Accuracy
 KY1943;SPC OH N     -   118,300.      674,810.      MT  (+/- 180 meters Scaled)
 KY1943
 KY1943                          SUPERSEDED SURVEY CONTROL
 KY1943
 KY1943  NGVD 29 (??/??/92)  314.020  (m)         1030.25   (f) ADJ UNCH    2 0
 KY1943
 KY1943.Superseded values are not recommended for survey control.
 KY1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1943.See file dsdata.txt to determine how the superseded data were derived.
 KY1943
 KY1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF481088(NAD 83)
 KY1943_MARKER: DD = SURVEY DISK
 KY1943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1943_SP_SET: CULVERT
 KY1943_STAMPING: 1030.43
 KY1943_MARK LOGO: OH-151
 KY1943_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1943
 KY1943  HISTORY     - Date     Condition        Report By
 KY1943  HISTORY     - 1959     MONUMENTED       OH-151
 KY1943  HISTORY     - 1959     GOOD             CGS
 KY1943  HISTORY     - 19910721 GOOD             OHDT
 KY1943
 KY1943                          STATION DESCRIPTION
 KY1943
 KY1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1943'0.1 MI E FROM ELTON.
 KY1943'ABOUT 0.1 MILE EAST ALONG A BLACK TOP ROAD FROM THE BLACK TOP
 KY1943'ROAD CROSSING AT ELTON, IN THE TOP OF AND NEAR THE CENTER OF THE
 KY1943'NORTH HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT, 19 FEET
 KY1943'NORTH OF CENTER LINE OF ROAD, 5 FEET WEST OF EAST END OF HEAD WALL
 KY1943'AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
 KY1943
 KY1943                          STATION RECOVERY (1991)
 KY1943
 KY1943'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1167 ***********************************************************************
 MB1167  DESIGNATION -  1037
 MB1167  PID         -  MB1167
 MB1167  STATE/COUNTY-  OH/SUMMIT
 MB1167  USGS QUAD   -  AKRON EAST (1964)
 MB1167
 MB1167                         *CURRENT SURVEY CONTROL
 MB1167  ___________________________________________________________________
 MB1167* NAD 83(1986)-  41 05 36.     (N)    081 27 58.     (W)     SCALED    
 MB1167* NAVD 88     -       316.097  (meters)    1037.06   (feet)  ADJUSTED  
 MB1167  ___________________________________________________________________
 MB1167  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MB1167  DYNAMIC HT  -         315.958 (meters)    1036.61  (feet)  COMP
 MB1167  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 MB1167
 MB1167  VERT ORDER  -  SECOND    CLASS 0
 MB1167
 MB1167.The horizontal coordinates were scaled from a topographic map and have
 MB1167.an estimated accuracy of +/- 6 seconds.
 MB1167
 MB1167.The orthometric height was determined by differential leveling
 MB1167.and adjusted by the National Geodetic Survey in June 1991..
 MB1167
 MB1167.The geoid height was determined by GEOID03.
 MB1167
 MB1167.The dynamic height is computed by dividing the NAVD 88
 MB1167.geopotential number by the normal gravity value computed on the
 MB1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1167.degrees latitude (g = 980.6199 gals.).
 MB1167
 MB1167.The modeled gravity was interpolated from observed gravity values.
 MB1167
 MB1167;                    North         East    Units  Estimated Accuracy
 MB1167;SPC OH N     -   158,940.      686,860.      MT  (+/- 180 meters Scaled)
 MB1167
 MB1167                          SUPERSEDED SURVEY CONTROL
 MB1167
 MB1167  NGVD 29 (??/??/92)  316.29   (m)         1037.7    (f) COMPUTED    2 0
 MB1167
 MB1167.Superseded values are not recommended for survey control.
 MB1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1167.See file dsdata.txt to determine how the superseded data were derived.
 MB1167
 MB1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF608492(NAD 83)
 MB1167_MARKER: X = CHISELED CROSS
 MB1167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1167_SP_SET: SIGNAL BASE
 MB1167_MARK LOGO: OHHD  
 MB1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1167
 MB1167  HISTORY     - Date     Condition        Report By
 MB1167  HISTORY     - UNK      MONUMENTED       OHHD
 MB1167  HISTORY     - 1964     MARK NOT FOUND   CGS
 MB1167
 MB1167                          STATION DESCRIPTION
 MB1167
 MB1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1167'1.5 MI E FROM EAST AKRON JUNCTION.
 MB1167'1.5 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT EAST
 MB1167'AKRON JUNCTION, SUMMIT COUNTY, 17 YARDS SOUTHWEST OF MILEPOST S
 MB1167'199, 14 YARDS EAST OF THE INTERSECTION OF THE CENTERLINE OF A
 MB1167'HIGHWAY WITH THE SOUTH RAIL OF THE TRACK, ON THE NORTHWEST CORNER
 MB1167'OF THE CONCRETE BASE OF SIGNAL 611+2, 6 FEET SOUTH OF THE SOUTH
 MB1167'RAIL OF THE SOUTH TRACK, AND LEVEL WITH THE TOP OF THE RAIL.
 MB1167'NOTE-- THE ERIE RAILROAD IS NOW THE ERIE-LACKAWANNA RAILROAD.
 MB1167'NOTE-- THE CONCRETE BASE IS CHIPPED AND THE CHISELED CROSS COULD
 MB1167'NOT BE IDENTIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0803 ***********************************************************************
 JZ0803  DESIGNATION -  1037
 JZ0803  PID         -  JZ0803
 JZ0803  STATE/COUNTY-  OH/HAMILTON
 JZ0803  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0803
 JZ0803                         *CURRENT SURVEY CONTROL
 JZ0803  ___________________________________________________________________
 JZ0803* NAD 83(1986)-  39 11 40.     (N)    084 32 46.     (W)     SCALED    
 JZ0803* NAVD 88     -       264.134  (meters)     866.58   (feet)  ADJUSTED  
 JZ0803  ___________________________________________________________________
 JZ0803  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ0803  DYNAMIC HT  -         263.972 (meters)     866.05  (feet)  COMP
 JZ0803  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 JZ0803
 JZ0803  VERT ORDER  -  FIRST     CLASS II
 JZ0803
 JZ0803.The horizontal coordinates were scaled from a topographic map and have
 JZ0803.an estimated accuracy of +/- 6 seconds.
 JZ0803
 JZ0803.The orthometric height was determined by differential leveling
 JZ0803.and adjusted by the National Geodetic Survey in June 1991..
 JZ0803
 JZ0803.The geoid height was determined by GEOID03.
 JZ0803
 JZ0803.The dynamic height is computed by dividing the NAVD 88
 JZ0803.geopotential number by the normal gravity value computed on the
 JZ0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0803.degrees latitude (g = 980.6199 gals.).
 JZ0803
 JZ0803.The modeled gravity was interpolated from observed gravity values.
 JZ0803
 JZ0803;                    North         East    Units  Estimated Accuracy
 JZ0803;SPC OH S     -   134,600.      423,260.      MT  (+/- 180 meters Scaled)
 JZ0803
 JZ0803                          SUPERSEDED SURVEY CONTROL
 JZ0803
 JZ0803  NGVD 29 (06/03/91)  264.295  (m)          867.11   (f) ADJUSTED    1 2
 JZ0803
 JZ0803.Superseded values are not recommended for survey control.
 JZ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0803.See file dsdata.txt to determine how the superseded data were derived.
 JZ0803
 JZ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ119412(NAD 83)
 JZ0803_MARKER: DD = SURVEY DISK
 JZ0803_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0803_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0803_STAMPING: 1037 47
 JZ0803_MARK LOGO: OH1610
 JZ0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0803
 JZ0803  HISTORY     - Date     Condition        Report By
 JZ0803  HISTORY     - 1947     MONUMENTED       OH1610
 JZ0803  HISTORY     - 1947     GOOD             NGS
 JZ0803  HISTORY     - 19900420 GOOD             WOOLPT
 JZ0803  HISTORY     - 20041104 MARK NOT FOUND   GEOCAC
 JZ0803
 JZ0803                          STATION DESCRIPTION
 JZ0803
 JZ0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0803'AT COLLEGE HILL.
 JZ0803'AT COLLEGE HILL, NORTHWEST CORNER OF JUNCTION OF HAMILTON AVENUE
 JZ0803'AND LARCH AVENUE, 15.0 FEET WEST OF WEST CURB OF HAMILTON AVENUE,
 JZ0803'5 FEET NORTH OF NORTH CURB OF LARCH AVENUE.  A CONCRETE POST FLUSH
 JZ0803'WITH THE GROUND AND LEVEL WITH THE STREET.
 JZ0803
 JZ0803                          STATION RECOVERY (1990)
 JZ0803
 JZ0803'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0803'RECOVERED IN GOOD CONDITION.
 JZ0803
 JZ0803                          STATION RECOVERY (2004)
 JZ0803
 JZ0803'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1020 ***********************************************************************
 KZ1020  DESIGNATION -  1038
 KZ1020  PID         -  KZ1020
 KZ1020  STATE/COUNTY-  OH/MARION
 KZ1020  USGS QUAD   -  CALEDONIA (1973)
 KZ1020
 KZ1020                         *CURRENT SURVEY CONTROL
 KZ1020  ___________________________________________________________________
 KZ1020* NAD 83(1986)-  40 40 17.     (N)    082 54 21.     (W)     SCALED    
 KZ1020* NAVD 88     -       316.139  (meters)    1037.20   (feet)  ADJUSTED  
 KZ1020  ___________________________________________________________________
 KZ1020  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KZ1020  DYNAMIC HT  -         315.981 (meters)    1036.68  (feet)  COMP
 KZ1020  MODELED GRAV-     980,119.3   (mgal)                       NAVD 88
 KZ1020
 KZ1020  VERT ORDER  -  SECOND    CLASS 0
 KZ1020
 KZ1020.The horizontal coordinates were scaled from a topographic map and have
 KZ1020.an estimated accuracy of +/- 6 seconds.
 KZ1020
 KZ1020.The orthometric height was determined by differential leveling
 KZ1020.and adjusted by the National Geodetic Survey in June 1991..
 KZ1020
 KZ1020.The geoid height was determined by GEOID03.
 KZ1020
 KZ1020.The dynamic height is computed by dividing the NAVD 88
 KZ1020.geopotential number by the normal gravity value computed on the
 KZ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1020.degrees latitude (g = 980.6199 gals.).
 KZ1020
 KZ1020.The modeled gravity was interpolated from observed gravity values.
 KZ1020
 KZ1020;                    North         East    Units  Estimated Accuracy
 KZ1020;SPC OH N     -   111,650.      565,690.      MT  (+/- 180 meters Scaled)
 KZ1020
 KZ1020                          SUPERSEDED SURVEY CONTROL
 KZ1020
 KZ1020  NGVD 29 (??/??/92)  316.278  (m)         1037.66   (f) ADJ UNCH    2 0
 KZ1020
 KZ1020.Superseded values are not recommended for survey control.
 KZ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1020.See file dsdata.txt to determine how the superseded data were derived.
 KZ1020
 KZ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF389040(NAD 83)
 KZ1020_MARKER: R = RIVET
 KZ1020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1020_STAMPING: 1038
 KZ1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1020
 KZ1020  HISTORY     - Date     Condition        Report By
 KZ1020  HISTORY     - UNK      MONUMENTED       USGS
 KZ1020  HISTORY     - 1934     GOOD             NGS
 KZ1020
 KZ1020                          STATION DESCRIPTION
 KZ1020
 KZ1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1020'AT MARTEL.
 KZ1020'AT MARTEL, MARION COUNTY, ON THE ERIE RAILROAD, 25 YARDS SOUTH OF
 KZ1020'THE SOUTHWEST CORNER OF THE STATION, AT THE CROSSING OF THE
 KZ1020'TOLEDO AND OHIO CENTRAL RAILWAY WITH THE ERIE RAILROAD AND WITH
 KZ1020'THE NEW YORK CENTRAL RAILROAD, 55.0 FEET SOUTHWEST OF THE
 KZ1020'INTERSECTION OF THE SOUTH RAIL OF THE N.Y.C.R.R. TRACK WITH THE
 KZ1020'WEST RAIL OF THE T. AND O. C. RY. TRACK, 48.0 FEET SOUTH OF THE
 KZ1020'SOUTH RAIL OF THE N.Y.C.R.R. TRACK, 42.0 FEET WEST OF THE WEST RAIL
 KZ1020'OF THE T. AND O.C. RY. TRACK, 4.0 FEET SOUTHWEST OF A FENCE CORNER,
 KZ1020'AND 5.0 FEET LOWER THAN THE TOP OF THE RAIL.  A UNITED STATES
 KZ1020'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1038 AND RIVETED ON THE TOP
 KZ1020'OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0768 ***********************************************************************
 MB0768  DESIGNATION -  1039
 MB0768  PID         -  MB0768
 MB0768  STATE/COUNTY-  OH/MAHONING
 MB0768  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0768
 MB0768                         *CURRENT SURVEY CONTROL
 MB0768  ___________________________________________________________________
 MB0768* NAD 83(1986)-  41 03 35.     (N)    080 42 39.     (W)     SCALED    
 MB0768* NAVD 88     -       316.620  (meters)    1038.78   (feet)  ADJUSTED  
 MB0768  ___________________________________________________________________
 MB0768  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MB0768  DYNAMIC HT  -         316.473 (meters)    1038.30  (feet)  COMP
 MB0768  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 MB0768
 MB0768  VERT ORDER  -  SECOND    CLASS 0
 MB0768
 MB0768.The horizontal coordinates were scaled from a topographic map and have
 MB0768.an estimated accuracy of +/- 6 seconds.
 MB0768
 MB0768.The orthometric height was determined by differential leveling
 MB0768.and adjusted by the National Geodetic Survey in June 1991..
 MB0768
 MB0768.The geoid height was determined by GEOID03.
 MB0768
 MB0768.The dynamic height is computed by dividing the NAVD 88
 MB0768.geopotential number by the normal gravity value computed on the
 MB0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0768.degrees latitude (g = 980.6199 gals.).
 MB0768
 MB0768.The modeled gravity was interpolated from observed gravity values.
 MB0768
 MB0768;                    North         East    Units  Estimated Accuracy
 MB0768;SPC OH N     -   156,240.      750,380.      MT  (+/- 180 meters Scaled)
 MB0768
 MB0768                          SUPERSEDED SURVEY CONTROL
 MB0768
 MB0768  NGVD 29 (??/??/92)  316.792  (m)         1039.34   (f) ADJ UNCH    2 0
 MB0768
 MB0768.Superseded values are not recommended for survey control.
 MB0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0768.See file dsdata.txt to determine how the superseded data were derived.
 MB0768
 MB0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF242454(NAD 83)
 MB0768_MARKER: DD = SURVEY DISK
 MB0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0768_SP_SET: BRIDGE
 MB0768_STAMPING: 1039 1039.118
 MB0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0768+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 MB0768
 MB0768  HISTORY     - Date     Condition        Report By
 MB0768  HISTORY     - UNK      MONUMENTED       USGS
 MB0768  HISTORY     - 1950     GOOD             NGS
 MB0768  HISTORY     - 20051201 GOOD             GEOCAC
 MB0768
 MB0768                          STATION DESCRIPTION
 MB0768
 MB0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0768'0.2 MI S FROM CORNERSBURG.
 MB0768'ABOUT 0.15 MILE SOUTH ALONG TIPPECANOE ROAD FROM THE ZION
 MB0768'LUTHERAN CHURCH AT CORNERSBURG, IN THE CONCRETE BRIDGE OVER THE
 MB0768'WEST BRANCH OF MILL CREEK, 14 FEET WEST OF THE CENTERLINE OF
 MB0768'TIPPECANOE ROAD, 15 FEET SOUTH OF THE NORTH END OF THE BRIDGE,
 MB0768'DIRECTLY BELOW THE BRIDGE PLATE.  A USGS DISK CEMENTED IN A
 MB0768'DRILLED HOLE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  THIS
 MB0768'MARK AND ELEVATION WERE ESTABLISHED BY THE MAHONING COUNTY
 MB0768'ENGINEER AUGUST 1940.
 MB0768
 MB0768                          STATION RECOVERY (2005)
 MB0768
 MB0768'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 MB0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1773 ***********************************************************************
 KY1773  DESIGNATION -  1039
 KY1773  PID         -  KY1773
 KY1773  STATE/COUNTY-  OH/HOLMES
 KY1773  USGS QUAD   -  WILMOT (1994)
 KY1773
 KY1773                         *CURRENT SURVEY CONTROL
 KY1773  ___________________________________________________________________
 KY1773* NAD 83(1986)-  40 38 24.     (N)    081 40 29.     (W)     SCALED    
 KY1773* NAVD 88     -       316.426  (meters)    1038.14   (feet)  ADJUSTED  
 KY1773  ___________________________________________________________________
 KY1773  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KY1773  DYNAMIC HT  -         316.273 (meters)    1037.64  (feet)  COMP
 KY1773  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 KY1773
 KY1773  VERT ORDER  -  SECOND    CLASS 0
 KY1773
 KY1773.The horizontal coordinates were scaled from a topographic map and have
 KY1773.an estimated accuracy of +/- 6 seconds.
 KY1773
 KY1773.The orthometric height was determined by differential leveling
 KY1773.and adjusted by the National Geodetic Survey in June 1991..
 KY1773
 KY1773.The geoid height was determined by GEOID03.
 KY1773
 KY1773.The dynamic height is computed by dividing the NAVD 88
 KY1773.geopotential number by the normal gravity value computed on the
 KY1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1773.degrees latitude (g = 980.6199 gals.).
 KY1773
 KY1773.The modeled gravity was interpolated from observed gravity values.
 KY1773
 KY1773;                    North         East    Units  Estimated Accuracy
 KY1773;SPC OH N     -   108,420.      669,810.      MT  (+/- 180 meters Scaled)
 KY1773
 KY1773                          SUPERSEDED SURVEY CONTROL
 KY1773
 KY1773  NGVD 29 (??/??/92)  316.633  (m)         1038.82   (f) ADJ UNCH    2 0
 KY1773
 KY1773.Superseded values are not recommended for survey control.
 KY1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1773.See file dsdata.txt to determine how the superseded data were derived.
 KY1773
 KY1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME429990(NAD 83)
 KY1773_MARKER: P = PIPE CAP
 KY1773_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY1773_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KY1773_STAMPING: OHIO
 KY1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1773
 KY1773  HISTORY     - Date     Condition        Report By
 KY1773  HISTORY     - UNK      MONUMENTED       USGS
 KY1773  HISTORY     - 1959     GOOD             NGS
 KY1773  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 KY1773
 KY1773                          STATION DESCRIPTION
 KY1773
 KY1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1773'2.2 MI NE FROM WINESBURG.
 KY1773'ABOUT 2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 62 FROM THE POST
 KY1773'OFFICE AT WINESBURG, 30 FEET NORTHWEST OF THE CENTER LINE OF
 KY1773'THE HIGHWAY, 45 FEET EAST OF THE EAST CORNER OF A HOUSE, 21
 KY1773'FEET SOUTH OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 KY1773'WEST, 1.8 FEET SOUTH OF A FENCE CORNER, ABOUT 1 FOOT BELOW THE
 KY1773'LEVEL OF THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 KY1773'PIPE PROJECTING 3 INCHES.  NOTE-- THE MARK WAS FOUND ALMOST
 KY1773'RUSTED OFF AND A NEW MARK WAS SET NEARBY.
 KY1773
 KY1773                          STATION RECOVERY (1999)
 KY1773
 KY1773'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0777 ***********************************************************************
 JZ0777  DESIGNATION -  104
 JZ0777  PID         -  JZ0777
 JZ0777  STATE/COUNTY-  OH/HAMILTON
 JZ0777  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0777
 JZ0777                         *CURRENT SURVEY CONTROL
 JZ0777  ___________________________________________________________________
 JZ0777* NAD 83(1995)-  39 12 11.70170(N)    084 33 01.03284(W)     ADJUSTED  
 JZ0777* NAVD 88     -       276.266  (meters)     906.38   (feet)  ADJUSTED  
 JZ0777  ___________________________________________________________________
 JZ0777  X           -     470,043.794 (meters)                     COMP
 JZ0777  Y           -  -4,926,912.676 (meters)                     COMP
 JZ0777  Z           -   4,009,980.682 (meters)                     COMP
 JZ0777  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JZ0777  ELLIP HEIGHT-         242.21  (meters)          (10/07/05) GPS OBS
 JZ0777  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0777  DYNAMIC HT  -         276.096 (meters)     905.83  (feet)  COMP
 JZ0777  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 JZ0777
 JZ0777  HORZ ORDER  -  FIRST
 JZ0777  VERT ORDER  -  FIRST     CLASS II
 JZ0777  ELLP ORDER  -  FOURTH    CLASS I
 JZ0777
 JZ0777.The horizontal coordinates were established by GPS observations
 JZ0777.and adjusted by the National Geodetic Survey in April 1998..
 JZ0777
 JZ0777.The orthometric height was determined by differential leveling
 JZ0777.and adjusted by the National Geodetic Survey in June 1991..
 JZ0777
 JZ0777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ0777
 JZ0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0777
 JZ0777.The ellipsoidal height was determined by GPS observations
 JZ0777.and is referenced to NAD 83.
 JZ0777
 JZ0777.The geoid height was determined by GEOID03.
 JZ0777
 JZ0777.The dynamic height is computed by dividing the NAVD 88
 JZ0777.geopotential number by the normal gravity value computed on the
 JZ0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0777.degrees latitude (g = 980.6199 gals.).
 JZ0777
 JZ0777.The modeled gravity was interpolated from observed gravity values.
 JZ0777
 JZ0777;                    North         East     Units Scale Factor Converg.
 JZ0777;SPC OH S     -   135,586.924   422,925.961   MT  0.99994088   -1 18 03.4
 JZ0777;UTM  16      - 4,342,191.126   711,529.823   MT  1.00015097   +1 32 56.3
 JZ0777
 JZ0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0777!SPC OH S     -   0.99996200  x   0.99994088  =   0.99990288
 JZ0777!UTM  16      -   0.99996200  x   1.00015097  =   1.00011296
 JZ0777
 JZ0777                          SUPERSEDED SURVEY CONTROL
 JZ0777
 JZ0777  ELLIP H (04/01/98)  242.26   (m)                       GP(       ) 4 1
 JZ0777  NAD 83(1995)-  39 12 11.70794(N)    084 33 01.04020(W) AD(       ) 1
 JZ0777  NAD 83(1986)-  39 12 11.70582(N)    084 33 01.04335(W) AD(       ) 1
 JZ0777  NGVD 29 (06/03/91)  276.445  (m)          906.97   (f) ADJUSTED    1 2
 JZ0777
 JZ0777.Superseded values are not recommended for survey control.
 JZ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0777.See file dsdata.txt to determine how the superseded data were derived.
 JZ0777
 JZ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1153042191(NAD 83)
 JZ0777_MARKER: DD = SURVEY DISK
 JZ0777_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0777_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0777_STAMPING: 104
 JZ0777_MARK LOGO: OH1610
 JZ0777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0777+STABILITY: SURFACE MOTION
 JZ0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0777+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1990
 JZ0777
 JZ0777  HISTORY     - Date     Condition        Report By
 JZ0777  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0777  HISTORY     - 1947     GOOD             NGS
 JZ0777  HISTORY     - 19900306 GOOD             WOOLPT
 JZ0777  HISTORY     - 19900420 GOOD             WOOLPT
 JZ0777
 JZ0777                          STATION DESCRIPTION
 JZ0777
 JZ0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0777'1.3 MI S FROM NORTH COLLEGE HILL.
 JZ0777'1.15 MILES SOUTH ALONG HAMILTON AVENUE FROM THE SCHOOL AT NORTH
 JZ0777'COLLEGE HILL, THENCE ABOUT 0.15 MILE WEST ALONG NORTH BEND ROAD,
 JZ0777'AT THE INTERSECTION OF CARY AVENUE, 65.5 FEET SOUTHWEST OF THE
 JZ0777'SOUTHWEST CORNER OF A LARGE BRICK HOUSE NO. 1654 NORTH BEND
 JZ0777'ROAD, 11.2 FEET NORTH OF THE NORTH CURB OF NORTH BEND ROAD, 10.5
 JZ0777'FEET EAST OF THE EAST CURB OF CARY AVENUE, 8.2 FEET SOUTHEAST OF
 JZ0777'A FIRE ALARM BOX, 1 FOOT ABOVE THE INTERSECTION AND SET IN THE
 JZ0777'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JZ0777
 JZ0777                          STATION RECOVERY (1990)
 JZ0777
 JZ0777'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0777'RECOVERED IN GOOD CONDITION.
 JZ0777
 JZ0777                          STATION RECOVERY (1990)
 JZ0777
 JZ0777'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0800 ***********************************************************************
 JZ0800  DESIGNATION -  1040
 JZ0800  PID         -  JZ0800
 JZ0800  STATE/COUNTY-  OH/HAMILTON
 JZ0800  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0800
 JZ0800                         *CURRENT SURVEY CONTROL
 JZ0800  ___________________________________________________________________
 JZ0800* NAD 83(1986)-  39 10 44.     (N)    084 31 33.     (W)     SCALED    
 JZ0800* NAVD 88     -       194.089  (meters)     636.77   (feet)  ADJUSTED  
 JZ0800  ___________________________________________________________________
 JZ0800  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0800  DYNAMIC HT  -         193.970 (meters)     636.38  (feet)  COMP
 JZ0800  MODELED GRAV-     980,008.4   (mgal)                       NAVD 88
 JZ0800
 JZ0800  VERT ORDER  -  FIRST     CLASS II
 JZ0800
 JZ0800.The horizontal coordinates were scaled from a topographic map and have
 JZ0800.an estimated accuracy of +/- 6 seconds.
 JZ0800
 JZ0800.The orthometric height was determined by differential leveling
 JZ0800.and adjusted by the National Geodetic Survey in June 1991..
 JZ0800
 JZ0800.The geoid height was determined by GEOID03.
 JZ0800
 JZ0800.The dynamic height is computed by dividing the NAVD 88
 JZ0800.geopotential number by the normal gravity value computed on the
 JZ0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0800.degrees latitude (g = 980.6199 gals.).
 JZ0800
 JZ0800.The modeled gravity was interpolated from observed gravity values.
 JZ0800
 JZ0800;                    North         East    Units  Estimated Accuracy
 JZ0800;SPC OH S     -   132,840.      424,980.      MT  (+/- 180 meters Scaled)
 JZ0800
 JZ0800                          SUPERSEDED SURVEY CONTROL
 JZ0800
 JZ0800  NGVD 29 (??/??/92)  194.266  (m)          637.35   (f) ADJ UNCH    1 2
 JZ0800
 JZ0800.Superseded values are not recommended for survey control.
 JZ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0800.See file dsdata.txt to determine how the superseded data were derived.
 JZ0800
 JZ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ137395(NAD 83)
 JZ0800_MARKER: DD = SURVEY DISK
 JZ0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0800_STAMPING: 1040 47
 JZ0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0800+STABILITY: SURFACE MOTION
 JZ0800
 JZ0800  HISTORY     - Date     Condition        Report By
 JZ0800  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0800  HISTORY     - 1947     GOOD             NGS
 JZ0800
 JZ0800                          STATION DESCRIPTION
 JZ0800
 JZ0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0800'AT WINTON PLACE.
 JZ0800'AT WINTON PLACE, 0.4 MILE WEST OF WINTON ROAD ALONG GRAY ROAD
 JZ0800'AT THE ENTRANCE TO SPRING GROVE CEMETERY, 26.7 FEET SOUTH OF THE
 JZ0800'CENTERLINE OF GRAY ROAD, 59.1 FEET WEST OF THE CENTERLINE OF THE
 JZ0800'DRIVEWAY TO CEMETERY, 54.6 FEET NORTH OF NORTHWEST CORNER OF A
 JZ0800'1-STORY STONE BUILDING.  LEVEL WITH THE ROAD AND A CONCRETE POST
 JZ0800'SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1143 ***********************************************************************
 JY1143  DESIGNATION -  1041
 JY1143  PID         -  JY1143
 JY1143  STATE/COUNTY-  OH/GREENE
 JY1143  USGS QUAD   -  CEDARVILLE (1987)
 JY1143
 JY1143                         *CURRENT SURVEY CONTROL
 JY1143  ___________________________________________________________________
 JY1143* NAD 83(1986)-  39 40 37.     (N)    083 51 53.     (W)     SCALED    
 JY1143* NAVD 88     -       317.318  (meters)    1041.07   (feet)  ADJUSTED  
 JY1143  ___________________________________________________________________
 JY1143  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JY1143  DYNAMIC HT  -         317.138 (meters)    1040.48  (feet)  COMP
 JY1143  MODELED GRAV-     980,047.5   (mgal)                       NAVD 88
 JY1143
 JY1143  VERT ORDER  -  SECOND    CLASS 0
 JY1143
 JY1143.The horizontal coordinates were scaled from a topographic map and have
 JY1143.an estimated accuracy of +/- 6 seconds.
 JY1143
 JY1143.The orthometric height was determined by differential leveling
 JY1143.and adjusted by the National Geodetic Survey in June 1991..
 JY1143
 JY1143.The geoid height was determined by GEOID03.
 JY1143
 JY1143.The dynamic height is computed by dividing the NAVD 88
 JY1143.geopotential number by the normal gravity value computed on the
 JY1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1143.degrees latitude (g = 980.6199 gals.).
 JY1143
 JY1143.The modeled gravity was interpolated from observed gravity values.
 JY1143
 JY1143;                    North         East    Units  Estimated Accuracy
 JY1143;SPC OH S     -   187,050.      482,920.      MT  (+/- 180 meters Scaled)
 JY1143
 JY1143                          SUPERSEDED SURVEY CONTROL
 JY1143
 JY1143  NGVD 29 (??/??/92)  317.489  (m)         1041.63   (f) ADJ UNCH    2 0
 JY1143
 JY1143.Superseded values are not recommended for survey control.
 JY1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1143.See file dsdata.txt to determine how the superseded data were derived.
 JY1143
 JY1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD543958(NAD 83)
 JY1143_MARKER: DD = SURVEY DISK
 JY1143_SETTING: 0 = UNSPECIFIED SETTING
 JY1143_STAMPING: OHIO 1041
 JY1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1143
 JY1143  HISTORY     - Date     Condition        Report By
 JY1143  HISTORY     - UNK      MONUMENTED       USGS
 JY1143  HISTORY     - 1935     GOOD             NGS
 JY1143
 JY1143                          STATION DESCRIPTION
 JY1143
 JY1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY1143'4.2 MI SE FROM XENIA.
 JY1143'4.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY1143'STATION AT XENIA, GREENE COUNTY, AT A DIRT-ROAD CROSSING AT MN
 JY1143'SIDING, 9 YARDS WEST OF THE CENTERLINE OF THE ROAD, 15.8 FEET
 JY1143'NORTH OF THE NORTH RAIL, 3.5 FEET WEST OF A FENCE CORNER, AND
 JY1143'ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL
 JY1143'SURVEY STANDARD DISK, STAMPED OHIO 1041.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0838 ***********************************************************************
 KZ0838  DESIGNATION -  1041
 KZ0838  PID         -  KZ0838
 KZ0838  STATE/COUNTY-  OH/KNOX
 KZ0838  USGS QUAD   -  FREDERICKTOWN (1984)
 KZ0838
 KZ0838                         *CURRENT SURVEY CONTROL
 KZ0838  ___________________________________________________________________
 KZ0838* NAD 83(1986)-  40 26 23.     (N)    082 31 22.     (W)     SCALED    
 KZ0838* NAVD 88     -       316.889  (meters)    1039.66   (feet)  ADJUSTED  
 KZ0838  ___________________________________________________________________
 KZ0838  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KZ0838  DYNAMIC HT  -         316.727 (meters)    1039.13  (feet)  COMP
 KZ0838  MODELED GRAV-     980,107.2   (mgal)                       NAVD 88
 KZ0838
 KZ0838  VERT ORDER  -  SECOND    CLASS 0
 KZ0838
 KZ0838.The horizontal coordinates were scaled from a topographic map and have
 KZ0838.an estimated accuracy of +/- 6 seconds.
 KZ0838
 KZ0838.The orthometric height was determined by differential leveling
 KZ0838.and adjusted by the National Geodetic Survey in June 1991..
 KZ0838
 KZ0838.The geoid height was determined by GEOID03.
 KZ0838
 KZ0838.The dynamic height is computed by dividing the NAVD 88
 KZ0838.geopotential number by the normal gravity value computed on the
 KZ0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0838.degrees latitude (g = 980.6199 gals.).
 KZ0838
 KZ0838.The modeled gravity was interpolated from observed gravity values.
 KZ0838
 KZ0838;                    North         East    Units  Estimated Accuracy
 KZ0838;SPC OH N     -    85,850.      598,070.      MT  (+/- 180 meters Scaled)
 KZ0838
 KZ0838                          SUPERSEDED SURVEY CONTROL
 KZ0838
 KZ0838  NGVD 29 (??/??/92)  317.062  (m)         1040.23   (f) ADJ UNCH    2 0
 KZ0838
 KZ0838.Superseded values are not recommended for survey control.
 KZ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0838.See file dsdata.txt to determine how the superseded data were derived.
 KZ0838
 KZ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE708776(NAD 83)
 KZ0838_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KZ0838_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0838_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0838_STAMPING: OHIO 1041
 KZ0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0838
 KZ0838  HISTORY     - Date     Condition        Report By
 KZ0838  HISTORY     - UNK      MONUMENTED       USGS
 KZ0838  HISTORY     - 1934     GOOD             NGS
 KZ0838
 KZ0838                          STATION DESCRIPTION
 KZ0838
 KZ0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0838'3.2 MI S FROM FREDERICKTOWN.
 KZ0838'3.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KZ0838'STATION AT FREDERICKTOWN, KNOX COUNTY, 65 FEET SOUTHWEST OF THE
 KZ0838'SOUTHWEST RAIL, 22 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 KZ0838'13, 17 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 9 FEET
 KZ0838'SOUTHEAST OF A POLE, 5 FEET SOUTH OF THE WEST END OF A CONCRETE
 KZ0838'CULVERT, 4 FEET NORTHEAST OF A FENCE, AND LEVEL WITH THE TRACK.
 KZ0838'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED OHIO 1041
 KZ0838'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ONE
 KZ0838'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0815 ***********************************************************************
 JZ0815  DESIGNATION -  1041
 JZ0815  PID         -  JZ0815
 JZ0815  STATE/COUNTY-  OH/HAMILTON
 JZ0815  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0815
 JZ0815                         *CURRENT SURVEY CONTROL
 JZ0815  ___________________________________________________________________
 JZ0815* NAD 83(1986)-  39 09 54.     (N)    084 31 14.     (W)     SCALED    
 JZ0815* NAVD 88     -       150.490  (meters)     493.73   (feet)  ADJUSTED  
 JZ0815  ___________________________________________________________________
 JZ0815  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0815  DYNAMIC HT  -         150.398 (meters)     493.43  (feet)  COMP
 JZ0815  MODELED GRAV-     980,009.9   (mgal)                       NAVD 88
 JZ0815
 JZ0815  VERT ORDER  -  FIRST     CLASS II
 JZ0815
 JZ0815.The horizontal coordinates were scaled from a topographic map and have
 JZ0815.an estimated accuracy of +/- 6 seconds.
 JZ0815
 JZ0815.The orthometric height was determined by differential leveling
 JZ0815.and adjusted by the National Geodetic Survey in June 1991..
 JZ0815
 JZ0815.The geoid height was determined by GEOID03.
 JZ0815
 JZ0815.The dynamic height is computed by dividing the NAVD 88
 JZ0815.geopotential number by the normal gravity value computed on the
 JZ0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0815.degrees latitude (g = 980.6199 gals.).
 JZ0815
 JZ0815.The modeled gravity was interpolated from observed gravity values.
 JZ0815
 JZ0815;                    North         East    Units  Estimated Accuracy
 JZ0815;SPC OH S     -   131,280.      425,400.      MT  (+/- 180 meters Scaled)
 JZ0815
 JZ0815                          SUPERSEDED SURVEY CONTROL
 JZ0815
 JZ0815  NGVD 29 (06/03/91)  150.667  (m)          494.31   (f) ADJUSTED    1 2
 JZ0815
 JZ0815.Superseded values are not recommended for survey control.
 JZ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0815.See file dsdata.txt to determine how the superseded data were derived.
 JZ0815
 JZ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ142380(NAD 83)
 JZ0815_MARKER: DE = TRAVERSE STATION DISK
 JZ0815_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0815_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0815_STAMPING: 1041 47
 JZ0815_MARK LOGO: OH1610
 JZ0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0815
 JZ0815  HISTORY     - Date     Condition        Report By
 JZ0815  HISTORY     - 1947     MONUMENTED       OH1610
 JZ0815  HISTORY     - 1947     GOOD             NGS
 JZ0815  HISTORY     - 19900920 GOOD             WOOLPT
 JZ0815
 JZ0815                          STATION DESCRIPTION
 JZ0815
 JZ0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0815'AT WINTON PLACE.
 JZ0815'WINTON PLACE AT JUNCTION OF SPRINGROVE AVENUE AND WINTON ROAD,
 JZ0815'14.0 FEET SOUTH OF SOUTH CURB OF SPRINGROVE AVENUE, 25.3 EAST OF
 JZ0815'EXTENDED CENTER LINE OF WINTON ROAD, 7.8 FEET EAST OF EAST EDGE
 JZ0815'OF CONCRETE DRIVEWAY TO FORMICA BUILDING.  A CONCRETE POST FLUSH
 JZ0815'WITH GROUND AND LEVEL WITH SIDEWALK.
 JZ0815
 JZ0815                          STATION RECOVERY (1990)
 JZ0815
 JZ0815'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1987 ***********************************************************************
 KZ1987  DESIGNATION -  1041
 KZ1987  PID         -  KZ1987
 KZ1987  STATE/COUNTY-  OH/CRAWFORD
 KZ1987  USGS QUAD   -  BUCYRUS (1981)
 KZ1987
 KZ1987                         *CURRENT SURVEY CONTROL
 KZ1987  ___________________________________________________________________
 KZ1987* NAD 83(1995)-  40 48 46.39630(N)    082 54 06.94439(W)     ADJUSTED  
 KZ1987* NAVD 88     -       316.97   (+/-2cm)    1039.9    (feet)  VERTCON   
 KZ1987  ___________________________________________________________________
 KZ1987  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 KZ1987  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KZ1987
 KZ1987  HORZ ORDER  -  SECOND
 KZ1987  VERT ORDER  -  THIRD ? (See Below)
 KZ1987
 KZ1987.The horizontal coordinates were established by classical geodetic methods
 KZ1987.and adjusted by the National Geodetic Survey in April 1998..
 KZ1987
 KZ1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1987.The vertical order pertains to the NGVD 29 superseded value.
 KZ1987
 KZ1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1987
 KZ1987.The geoid height was determined by GEOID03.
 KZ1987
 KZ1987;                    North         East     Units Scale Factor Converg.
 KZ1987;SPC OH N     -   127,361.203   566,090.029   MT  0.99994898   -0 15 50.6
 KZ1987;UTM  17      - 4,519,726.653   339,589.014   MT  0.99991672   -1 14 36.1
 KZ1987
 KZ1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1987!SPC OH N     -   0.99995570  x   0.99994898  =   0.99990468
 KZ1987!UTM  17      -   0.99995570  x   0.99991672  =   0.99987242
 KZ1987
 KZ1987                          SUPERSEDED SURVEY CONTROL
 KZ1987
 KZ1987  NAD 83(1986)-  40 48 46.40157(N)    082 54 06.95820(W) AD(       ) 2
 KZ1987  NAD 27      -  40 48 46.19393(N)    082 54 07.29354(W) AD(       ) 2
 KZ1987  NGVD 29 (07/19/86)  317.10   (m)         1040.4    (f) LEVELING    3  
 KZ1987
 KZ1987.Superseded values are not recommended for survey control.
 KZ1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1987.See file dsdata.txt to determine how the superseded data were derived.
 KZ1987
 KZ1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3958919727(NAD 83)
 KZ1987_MARKER: Z = SEE DESCRIPTION
 KZ1987_SETTING: 0 = UNSPECIFIED SETTING
 KZ1987_STAMPING: OHIO 1041
 KZ1987_MARK LOGO: USGS  
 KZ1987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1987
 KZ1987  HISTORY     - Date     Condition        Report By
 KZ1987  HISTORY     - 1959     MONUMENTED       CGS
 KZ1987
 KZ1987                          STATION DESCRIPTION
 KZ1987
 KZ1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1987'THE STATION IS ABOUT 4 MILES EAST OF BUCYRUS, ALONG THE NORTH
 KZ1987'SIDE OF U.S.
 KZ1987'HIGHWAY 30N.
 KZ1987'
 KZ1987'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 KZ1987'OHIO 1041, BRAZED TO THE TOP
 KZ1987'OF A 3 INCH CAST IRON PIPE WHICH PROJECTS 12 INCHES.  IT IS 34 FEET
 KZ1987'EAST OF A POWER POLE, 28 FEET NORTH
 KZ1987'OF THE CENTERLINE OF U.S. HIGHWAY 30N AND 3 FEET
 KZ1987'SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCELINE.
 KZ1987'
 KZ1987'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION STONE,
 KZ1987'DISTANCE BEING 47.305 METERS
 KZ1987'(155.20 FEET) NORTHWEST OF STATION STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0776 ***********************************************************************
 JZ0776  DESIGNATION -  1042
 JZ0776  PID         -  JZ0776
 JZ0776  STATE/COUNTY-  OH/HAMILTON
 JZ0776  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0776
 JZ0776                         *CURRENT SURVEY CONTROL
 JZ0776  ___________________________________________________________________
 JZ0776* NAD 83(1986)-  39 12 12.     (N)    084 33 18.     (W)     SCALED    
 JZ0776* NAVD 88     -       276.608  (meters)     907.50   (feet)  ADJUSTED  
 JZ0776  ___________________________________________________________________
 JZ0776  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0776  DYNAMIC HT  -         276.438 (meters)     906.95  (feet)  COMP
 JZ0776  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 JZ0776
 JZ0776  VERT ORDER  -  FIRST     CLASS II
 JZ0776
 JZ0776.The horizontal coordinates were scaled from a topographic map and have
 JZ0776.an estimated accuracy of +/- 6 seconds.
 JZ0776
 JZ0776.The orthometric height was determined by differential leveling
 JZ0776.and adjusted by the National Geodetic Survey in June 1991..
 JZ0776
 JZ0776.The geoid height was determined by GEOID03.
 JZ0776
 JZ0776.The dynamic height is computed by dividing the NAVD 88
 JZ0776.geopotential number by the normal gravity value computed on the
 JZ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0776.degrees latitude (g = 980.6199 gals.).
 JZ0776
 JZ0776.The modeled gravity was interpolated from observed gravity values.
 JZ0776
 JZ0776;                    North         East    Units  Estimated Accuracy
 JZ0776;SPC OH S     -   135,610.      422,520.      MT  (+/- 180 meters Scaled)
 JZ0776
 JZ0776                          SUPERSEDED SURVEY CONTROL
 JZ0776
 JZ0776  NGVD 29 (06/03/91)  276.788  (m)          908.10   (f) ADJUSTED    1 2
 JZ0776
 JZ0776.Superseded values are not recommended for survey control.
 JZ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0776.See file dsdata.txt to determine how the superseded data were derived.
 JZ0776
 JZ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ111421(NAD 83)
 JZ0776_MARKER: DD = SURVEY DISK
 JZ0776_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0776_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0776_STAMPING: 1042
 JZ0776_MARK LOGO: OH1610
 JZ0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0776
 JZ0776  HISTORY     - Date     Condition        Report By
 JZ0776  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0776  HISTORY     - 1947     GOOD             NGS
 JZ0776  HISTORY     - 19900420 GOOD             WOOLPT
 JZ0776
 JZ0776                          STATION DESCRIPTION
 JZ0776
 JZ0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0776'1.6 MI SW FROM NORTH COLLEGE HILL.
 JZ0776'1.15 MILES SOUTH ALONG HAMILTON AVENUE FROM THE SCHOOL AT NORTH
 JZ0776'COLLEGE HILL, AT THE JUNCTION OF OAKWOOD AVENUE LEADING SOUTH,
 JZ0776'22.5 FEET NORTH OF THE CENTER LINE OF NORTH BEND ROAD, 22.5 FEET
 JZ0776'WEST OF THE PROLONGED CENTER LINE OF OAKWOOD AVENUE, 31 FEET SOUTH
 JZ0776'OF THE SOUTHEAST CORNER OF THE HOUSE AT 1902 NORTH BEND ROAD, 1
 JZ0776'FOOT SOUTH OF THE SOUTH EDGE OF THE SIDE WALK, 4.5 FEET  NORTH
 JZ0776'OF THE NORTH CURB OF NORTH BEND ROAD, 6.5 FEET NORTHEAST OF STEEL
 JZ0776'TROLLEY POLE NO. 72/19, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN
 JZ0776'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JZ0776
 JZ0776                          STATION RECOVERY (1990)
 JZ0776
 JZ0776'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0749 ***********************************************************************
 KZ0749  DESIGNATION -  1042
 KZ0749  PID         -  KZ0749
 KZ0749  STATE/COUNTY-  OH/KNOX
 KZ0749  USGS QUAD   -  HUNT (1984)
 KZ0749
 KZ0749                         *CURRENT SURVEY CONTROL
 KZ0749  ___________________________________________________________________
 KZ0749* NAD 83(1986)-  40 19 14.     (N)    082 28 15.     (W)     SCALED    
 KZ0749* NAVD 88     -       317.298  (meters)    1041.00   (feet)  ADJUSTED  
 KZ0749  ___________________________________________________________________
 KZ0749  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KZ0749  DYNAMIC HT  -         317.131 (meters)    1040.45  (feet)  COMP
 KZ0749  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 KZ0749
 KZ0749  VERT ORDER  -  SECOND    CLASS 0
 KZ0749
 KZ0749.The horizontal coordinates were scaled from a topographic map and have
 KZ0749.an estimated accuracy of +/- 6 seconds.
 KZ0749
 KZ0749.The orthometric height was determined by differential leveling
 KZ0749.and adjusted by the National Geodetic Survey in June 1991..
 KZ0749
 KZ0749.The geoid height was determined by GEOID03.
 KZ0749
 KZ0749.The dynamic height is computed by dividing the NAVD 88
 KZ0749.geopotential number by the normal gravity value computed on the
 KZ0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0749.degrees latitude (g = 980.6199 gals.).
 KZ0749
 KZ0749.The modeled gravity was interpolated from observed gravity values.
 KZ0749
 KZ0749;                    North         East    Units  Estimated Accuracy
 KZ0749;SPC OH N     -    72,610.      602,480.      MT  (+/- 180 meters Scaled)
 KZ0749
 KZ0749                          SUPERSEDED SURVEY CONTROL
 KZ0749
 KZ0749  NGVD 29 (??/??/92)  317.465  (m)         1041.55   (f) ADJ UNCH    2 0
 KZ0749
 KZ0749.Superseded values are not recommended for survey control.
 KZ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0749.See file dsdata.txt to determine how the superseded data were derived.
 KZ0749
 KZ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE750643(NAD 83)
 KZ0749_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KZ0749_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0749_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0749_STAMPING: 1042 OHIO
 KZ0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0749
 KZ0749  HISTORY     - Date     Condition        Report By
 KZ0749  HISTORY     - UNK      MONUMENTED       USGS
 KZ0749  HISTORY     - 1934     GOOD             NGS
 KZ0749
 KZ0749                          STATION DESCRIPTION
 KZ0749
 KZ0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0749'AT HUNT.
 KZ0749'AT HUNT, KNOX COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 KZ0749'61 FEET SOUTHWEST OF THE WEST RAIL OF THE MAIN TRACK, 36 FEET
 KZ0749'NORTHWEST OF THE CENTERLINE OF A DIRT ROAD, 5 FEET NORTHEAST
 KZ0749'OF THE SOUTHEAST CORNER OF THE JOHN BEEKHOLT HOUSE, 2 FEET
 KZ0749'NORTHEAST OF A 6-INCH PLUM TREE, ONE FOOT EAST OF THE FENCE,
 KZ0749'AND LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 KZ0749'STANDARD DISK, STAMPED 1042 OHIO AND RIVETED ON THE TOP OF A
 KZ0749'3-1/2-INCH IRON PIPE PROJECTING ONE FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0779 ***********************************************************************
 JZ0779  DESIGNATION -  1043
 JZ0779  PID         -  JZ0779
 JZ0779  STATE/COUNTY-  OH/HAMILTON
 JZ0779  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0779
 JZ0779                         *CURRENT SURVEY CONTROL
 JZ0779  ___________________________________________________________________
 JZ0779* NAD 83(1986)-  39 12 58.     (N)    084 32 58.     (W)     SCALED    
 JZ0779* NAVD 88     -       255.188  (meters)     837.23   (feet)  ADJUSTED  
 JZ0779  ___________________________________________________________________
 JZ0779  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ0779  DYNAMIC HT  -         255.032 (meters)     836.72  (feet)  COMP
 JZ0779  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 JZ0779
 JZ0779  VERT ORDER  -  FIRST     CLASS II
 JZ0779
 JZ0779.The horizontal coordinates were scaled from a topographic map and have
 JZ0779.an estimated accuracy of +/- 6 seconds.
 JZ0779
 JZ0779.The orthometric height was determined by differential leveling
 JZ0779.and adjusted by the National Geodetic Survey in June 1991..
 JZ0779
 JZ0779.The geoid height was determined by GEOID03.
 JZ0779
 JZ0779.The dynamic height is computed by dividing the NAVD 88
 JZ0779.geopotential number by the normal gravity value computed on the
 JZ0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0779.degrees latitude (g = 980.6199 gals.).
 JZ0779
 JZ0779.The modeled gravity was interpolated from observed gravity values.
 JZ0779
 JZ0779;                    North         East    Units  Estimated Accuracy
 JZ0779;SPC OH S     -   137,010.      423,030.      MT  (+/- 180 meters Scaled)
 JZ0779
 JZ0779                          SUPERSEDED SURVEY CONTROL
 JZ0779
 JZ0779  NGVD 29 (??/??/92)  255.367  (m)          837.82   (f) ADJ UNCH    1 2
 JZ0779
 JZ0779.Superseded values are not recommended for survey control.
 JZ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0779.See file dsdata.txt to determine how the superseded data were derived.
 JZ0779
 JZ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ115436(NAD 83)
 JZ0779_MARKER: DD = SURVEY DISK
 JZ0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0779_STAMPING: 1043 47
 JZ0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0779+STABILITY: SURFACE MOTION
 JZ0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0779+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2004
 JZ0779
 JZ0779  HISTORY     - Date     Condition        Report By
 JZ0779  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0779  HISTORY     - 1947     GOOD             NGS
 JZ0779  HISTORY     - 20041124 GOOD             GEOCAC
 JZ0779
 JZ0779                          STATION DESCRIPTION
 JZ0779
 JZ0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0779'AT NORTH COLLEGE HILL.
 JZ0779'AT NORTH COLLEGE HILL, ABOUT 0.15 MILE SOUTH ALONG HAMILTON AVENUE
 JZ0779'FROM THE HIGH SCHOOL, AT THE INTERSECTION OF GOODMAN AVENUE, 19
 JZ0779'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CLOVERNOOK THEATRE,
 JZ0779'56 FEET NORTH OF THE NORTH CURB OF GOODMAN AVENUE, 2 FEET WEST
 JZ0779'OF THE WEST CURB OF HAMILTON AVENUE, 1.3 FEET EAST OF THE EAST EDGE
 JZ0779'OF THE SIDE WALK, AND SET IN THE TOP OF A CONCRETE POST IN THE
 JZ0779'CONCRETE APRON IN FRONT OF THE THEATRE AND FLUSH WITH THE
 JZ0779'CONCRETE.
 JZ0779
 JZ0779                          STATION RECOVERY (2004)
 JZ0779
 JZ0779'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0779'IN FRONT OF THE RENT-A-CENTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0778 ***********************************************************************
 JZ0778  DESIGNATION -  1044
 JZ0778  PID         -  JZ0778
 JZ0778  STATE/COUNTY-  OH/HAMILTON
 JZ0778  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0778
 JZ0778                         *CURRENT SURVEY CONTROL
 JZ0778  ___________________________________________________________________
 JZ0778* NAD 83(1986)-  39 12 52.     (N)    084 32 57.     (W)     SCALED    
 JZ0778* NAVD 88     -       250.998  (meters)     823.48   (feet)  ADJUSTED  
 JZ0778  ___________________________________________________________________
 JZ0778  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ0778  DYNAMIC HT  -         250.843 (meters)     822.97  (feet)  COMP
 JZ0778  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 JZ0778
 JZ0778  VERT ORDER  -  FIRST     CLASS II
 JZ0778
 JZ0778.The horizontal coordinates were scaled from a topographic map and have
 JZ0778.an estimated accuracy of +/- 6 seconds.
 JZ0778
 JZ0778.The orthometric height was determined by differential leveling
 JZ0778.and adjusted by the National Geodetic Survey in June 1991..
 JZ0778
 JZ0778.The geoid height was determined by GEOID03.
 JZ0778
 JZ0778.The dynamic height is computed by dividing the NAVD 88
 JZ0778.geopotential number by the normal gravity value computed on the
 JZ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0778.degrees latitude (g = 980.6199 gals.).
 JZ0778
 JZ0778.The modeled gravity was interpolated from observed gravity values.
 JZ0778
 JZ0778;                    North         East    Units  Estimated Accuracy
 JZ0778;SPC OH S     -   136,830.      423,050.      MT  (+/- 180 meters Scaled)
 JZ0778
 JZ0778                          SUPERSEDED SURVEY CONTROL
 JZ0778
 JZ0778  NGVD 29 (??/??/92)  251.176  (m)          824.07   (f) ADJ UNCH    1 2
 JZ0778
 JZ0778.Superseded values are not recommended for survey control.
 JZ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0778.See file dsdata.txt to determine how the superseded data were derived.
 JZ0778
 JZ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ115434(NAD 83)
 JZ0778_MARKER: DD = SURVEY DISK
 JZ0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0778_STAMPING: 1044 47
 JZ0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0778+STABILITY: SURFACE MOTION
 JZ0778
 JZ0778  HISTORY     - Date     Condition        Report By
 JZ0778  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0778  HISTORY     - 1947     GOOD             NGS
 JZ0778  HISTORY     - 20041104 GOOD             GEOCAC
 JZ0778
 JZ0778                          STATION DESCRIPTION
 JZ0778
 JZ0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0778'0.3 MI S FROM NORTH COLLEGE HILL.
 JZ0778'0.3 MILE SOUTH ALONG HAMILTON AVENUE FROM THE HIGH SCHOOL AT
 JZ0778'NORTH COLLEGE HILL, AT THE INTERSECTION OF SUNDALE AVENUE, 10
 JZ0778'FEET SOUTH OF THE SOUTH CURB OF SUNDALE AVENUE, 15.2 FEET WEST OF
 JZ0778'THE WEST CURB OF HAMILTON AVE., 8.5 FEET NORTH OF THE NORTH
 JZ0778'BUILDING LINE OF A STORE AT 6607 HAMILTON AVENUE, 1.8 FEET NORTH
 JZ0778'OF THE NORTH EDGE OF THE EAST-WEST SIDE WALK, AND SET IN THE TOP
 JZ0778'OF A CONCRETE POST FLUSH WITH THE GROUND.
 JZ0778
 JZ0778                          STATION RECOVERY (2004)
 JZ0778
 JZ0778'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0461 ***********************************************************************
 JZ0461  DESIGNATION -  1047
 JZ0461  PID         -  JZ0461
 JZ0461  STATE/COUNTY-  OH/HAMILTON
 JZ0461  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0461
 JZ0461                         *CURRENT SURVEY CONTROL
 JZ0461  ___________________________________________________________________
 JZ0461* NAD 83(1986)-  39 14 08.     (N)    084 29 12.     (W)     SCALED    
 JZ0461* NAVD 88     -       244.435  (meters)     801.95   (feet)  ADJUSTED  
 JZ0461  ___________________________________________________________________
 JZ0461  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ0461  DYNAMIC HT  -         244.285 (meters)     801.46  (feet)  COMP
 JZ0461  MODELED GRAV-     980,005.6   (mgal)                       NAVD 88
 JZ0461
 JZ0461  VERT ORDER  -  FIRST     CLASS II
 JZ0461
 JZ0461.The horizontal coordinates were scaled from a topographic map and have
 JZ0461.an estimated accuracy of +/- 6 seconds.
 JZ0461
 JZ0461.The orthometric height was determined by differential leveling
 JZ0461.and adjusted by the National Geodetic Survey in June 1991..
 JZ0461
 JZ0461.The geoid height was determined by GEOID03.
 JZ0461
 JZ0461.The dynamic height is computed by dividing the NAVD 88
 JZ0461.geopotential number by the normal gravity value computed on the
 JZ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0461.degrees latitude (g = 980.6199 gals.).
 JZ0461
 JZ0461.The modeled gravity was interpolated from observed gravity values.
 JZ0461
 JZ0461;                    North         East    Units  Estimated Accuracy
 JZ0461;SPC OH S     -   139,050.      428,500.      MT  (+/- 180 meters Scaled)
 JZ0461
 JZ0461                          SUPERSEDED SURVEY CONTROL
 JZ0461
 JZ0461  NGVD 29 (??/??/92)  244.612  (m)          802.53   (f) ADJ UNCH    1 2
 JZ0461
 JZ0461.Superseded values are not recommended for survey control.
 JZ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0461.See file dsdata.txt to determine how the superseded data were derived.
 JZ0461
 JZ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ169459(NAD 83)
 JZ0461_MARKER: DD = SURVEY DISK
 JZ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0461_STAMPING: 1047 47
 JZ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0461+STABILITY: SURFACE MOTION
 JZ0461
 JZ0461  HISTORY     - Date     Condition        Report By
 JZ0461  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0461  HISTORY     - 1947     GOOD             NGS
 JZ0461
 JZ0461                          STATION DESCRIPTION
 JZ0461
 JZ0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0461'IN WYOMING.
 JZ0461'0.8 MILE WEST OF SPRINGFIELD AVENUE AT WYOMING ALONG FLEMING
 JZ0461'ROAD, 16.4 FEET NORTH OF CENTER LINE OF FLEMING ROAD, 26.1 FEET
 JZ0461'WEST OF CENTER LINE OF DRIVEWAY TO ONE AND ONE HALF STORY BRICK
 JZ0461'HOUSE, 2.5 FEET SOUTH OF FENCE LINE.  ABOUT ONE AND ONE HALF FEET
 JZ0461'HIGHER THAN CENTER LINE OF FLEMING ROAD.  SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0460 ***********************************************************************
 JZ0460  DESIGNATION -  1048
 JZ0460  PID         -  JZ0460
 JZ0460  STATE/COUNTY-  OH/HAMILTON
 JZ0460  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0460
 JZ0460                         *CURRENT SURVEY CONTROL
 JZ0460  ___________________________________________________________________
 JZ0460* NAD 83(1986)-  39 14 09.     (N)    084 29 39.     (W)     SCALED    
 JZ0460* NAVD 88     -       246.620  (meters)     809.12   (feet)  ADJUSTED  
 JZ0460  ___________________________________________________________________
 JZ0460  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ0460  DYNAMIC HT  -         246.468 (meters)     808.62  (feet)  COMP
 JZ0460  MODELED GRAV-     980,006.2   (mgal)                       NAVD 88
 JZ0460
 JZ0460  VERT ORDER  -  FIRST     CLASS II
 JZ0460
 JZ0460.The horizontal coordinates were scaled from a topographic map and have
 JZ0460.an estimated accuracy of +/- 6 seconds.
 JZ0460
 JZ0460.The orthometric height was determined by differential leveling
 JZ0460.and adjusted by the National Geodetic Survey in June 1991..
 JZ0460
 JZ0460.The geoid height was determined by GEOID03.
 JZ0460
 JZ0460.The dynamic height is computed by dividing the NAVD 88
 JZ0460.geopotential number by the normal gravity value computed on the
 JZ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0460.degrees latitude (g = 980.6199 gals.).
 JZ0460
 JZ0460.The modeled gravity was interpolated from observed gravity values.
 JZ0460
 JZ0460;                    North         East    Units  Estimated Accuracy
 JZ0460;SPC OH S     -   139,100.      427,850.      MT  (+/- 180 meters Scaled)
 JZ0460
 JZ0460                          SUPERSEDED SURVEY CONTROL
 JZ0460
 JZ0460  NGVD 29 (??/??/92)  246.796  (m)          809.70   (f) ADJ UNCH    1 2
 JZ0460
 JZ0460.Superseded values are not recommended for survey control.
 JZ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0460.See file dsdata.txt to determine how the superseded data were derived.
 JZ0460
 JZ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ162459(NAD 83)
 JZ0460_MARKER: DD = SURVEY DISK
 JZ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0460_STAMPING: 1048 47
 JZ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0460+STABILITY: SURFACE MOTION
 JZ0460
 JZ0460  HISTORY     - Date     Condition        Report By
 JZ0460  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0460  HISTORY     - 1947     GOOD             NGS
 JZ0460
 JZ0460                          STATION DESCRIPTION
 JZ0460
 JZ0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0460'AT WYOMING.
 JZ0460'1.25 MILES WEST OF SPRINGFIELD AVENUE AT WYOMING ALONG FLEMING
 JZ0460'ROAD, 13.8 FEET SOUTH OF CENTER LINE OF FLEMING ROAD, 0.5 FEET
 JZ0460'WEST OF WEST LINE OF ONE STORY FRAME HOUSE, 6.3 FEET NORTHWEST
 JZ0460'OF POLE 500-118.  LEVEL WITH GROUND, A CONCRETE POST SET FLUSH
 JZ0460'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0807 ***********************************************************************
 JZ0807  DESIGNATION -  1049
 JZ0807  PID         -  JZ0807
 JZ0807  STATE/COUNTY-  OH/HAMILTON
 JZ0807  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0807
 JZ0807                         *CURRENT SURVEY CONTROL
 JZ0807  ___________________________________________________________________
 JZ0807* NAD 83(1986)-  39 13 56.     (N)    084 31 46.     (W)     SCALED    
 JZ0807* NAVD 88     -       231.199  (meters)     758.53   (feet)  ADJUSTED  
 JZ0807  ___________________________________________________________________
 JZ0807  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ0807  DYNAMIC HT  -         231.057 (meters)     758.06  (feet)  COMP
 JZ0807  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 JZ0807
 JZ0807  VERT ORDER  -  FIRST     CLASS II
 JZ0807
 JZ0807.The horizontal coordinates were scaled from a topographic map and have
 JZ0807.an estimated accuracy of +/- 6 seconds.
 JZ0807
 JZ0807.The orthometric height was determined by differential leveling
 JZ0807.and adjusted by the National Geodetic Survey in June 1991..
 JZ0807
 JZ0807.The geoid height was determined by GEOID03.
 JZ0807
 JZ0807.The dynamic height is computed by dividing the NAVD 88
 JZ0807.geopotential number by the normal gravity value computed on the
 JZ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0807.degrees latitude (g = 980.6199 gals.).
 JZ0807
 JZ0807.The modeled gravity was interpolated from observed gravity values.
 JZ0807
 JZ0807;                    North         East    Units  Estimated Accuracy
 JZ0807;SPC OH S     -   138,760.      424,800.      MT  (+/- 180 meters Scaled)
 JZ0807
 JZ0807                          SUPERSEDED SURVEY CONTROL
 JZ0807
 JZ0807  NGVD 29 (??/??/92)  231.377  (m)          759.11   (f) ADJ UNCH    1 2
 JZ0807
 JZ0807.Superseded values are not recommended for survey control.
 JZ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0807.See file dsdata.txt to determine how the superseded data were derived.
 JZ0807
 JZ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ132454(NAD 83)
 JZ0807_MARKER: DD = SURVEY DISK
 JZ0807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0807_SP_SET: BRIDGE
 JZ0807_STAMPING: 1049 47
 JZ0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0807
 JZ0807  HISTORY     - Date     Condition        Report By
 JZ0807  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0807  HISTORY     - 1947     GOOD             NGS
 JZ0807
 JZ0807                          STATION DESCRIPTION
 JZ0807
 JZ0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0807'AT MOUNT HEALTHY.
 JZ0807'ONE MILE EAST OF HAMILTON AVENUE IN MOUNT HEALTHY ALONG COMPTON
 JZ0807'ROAD, IN THE NORTHEAST CORNER OF INTERSECTION OF COMPTON ROAD AND
 JZ0807'DALY ROAD, IN TOP OF THE SOUTHEAST WINGWALL OF BRIDGE OVER STREAM
 JZ0807'ON DALY ROAD, 10.4 FEET EAST OF CENTERLINE OF DALY ROAD, 44.5 FEET
 JZ0807'NORTH OF CENTERLINE OF COMPTON ROAD, A DRILL IN WING WALL OF
 JZ0807'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1280 ***********************************************************************
 KY1280  DESIGNATION -  1049
 KY1280  PID         -  KY1280
 KY1280  STATE/COUNTY-  OH/CARROLL
 KY1280  USGS QUAD   -  MINERVA (1994)
 KY1280
 KY1280                         *CURRENT SURVEY CONTROL
 KY1280  ___________________________________________________________________
 KY1280* NAD 83(1986)-  40 38 49.     (N)    081 00 51.     (W)     SCALED    
 KY1280* NAVD 88     -       319.734  (meters)    1048.99   (feet)  ADJUSTED  
 KY1280  ___________________________________________________________________
 KY1280  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY1280  DYNAMIC HT  -         319.574 (meters)    1048.47  (feet)  COMP
 KY1280  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 KY1280
 KY1280  VERT ORDER  -  SECOND    CLASS 0
 KY1280
 KY1280.The horizontal coordinates were scaled from a topographic map and have
 KY1280.an estimated accuracy of +/- 6 seconds.
 KY1280
 KY1280.The orthometric height was determined by differential leveling
 KY1280.and adjusted by the National Geodetic Survey in June 1991..
 KY1280
 KY1280.The geoid height was determined by GEOID03.
 KY1280
 KY1280.The dynamic height is computed by dividing the NAVD 88
 KY1280.geopotential number by the normal gravity value computed on the
 KY1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1280.degrees latitude (g = 980.6199 gals.).
 KY1280
 KY1280.The modeled gravity was interpolated from observed gravity values.
 KY1280
 KY1280;                    North         East    Units  Estimated Accuracy
 KY1280;SPC OH N     -   109,930.      725,670.      MT  (+/- 180 meters Scaled)
 KY1280
 KY1280                          SUPERSEDED SURVEY CONTROL
 KY1280
 KY1280  NGVD 29 (??/??/92)  319.909  (m)         1049.57   (f) ADJ UNCH    2 0
 KY1280
 KY1280.Superseded values are not recommended for survey control.
 KY1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1280.See file dsdata.txt to determine how the superseded data were derived.
 KY1280
 KY1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME988995(NAD 83)
 KY1280_MARKER: P = PIPE CAP
 KY1280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY1280_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KY1280_STAMPING: 1049
 KY1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1280
 KY1280  HISTORY     - Date     Condition        Report By
 KY1280  HISTORY     - UNK      MONUMENTED       USGS
 KY1280  HISTORY     - 1934     GOOD             NGS
 KY1280
 KY1280                          STATION DESCRIPTION
 KY1280
 KY1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1280'2.5 MI S FROM AUGUSTA.
 KY1280'2.5 MILES SOUTH ALONG THE ALLIANCE BRANCH OF THE NEW YORK CENTRAL
 KY1280'RAILROAD FROM THE STATION AT AUGUSTA, CARROLL COUNTY, 30 YARDS
 KY1280'SOUTH OF STATION 2575+00, 12 YARDS NORTH OF THE CENTER OF A
 KY1280'ROAD CROSSING, 5 YARDS EAST OF THE EAST RAIL, 9 YARDS SOUTH OF
 KY1280'A POLE, 3.1 FEET WEST OF A SOUTHWEST FENCE CORNER, AND ABOUT
 KY1280'LEVEL WITH THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL
 KY1280'SURVEY STANDARD CAP, STAMPED 1049 AND RIVETED ON THE TOP OF A
 KY1280'3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2856 ***********************************************************************
 MB2856  DESIGNATION -  104=EGBERT
 MB2856  PID         -  MB2856
 MB2856  STATE/COUNTY-  OH/CUYAHOGA
 MB2856  USGS QUAD   -  NORTHFIELD (1994)
 MB2856
 MB2856                         *CURRENT SURVEY CONTROL
 MB2856  ___________________________________________________________________
 MB2856* NAD 83(1995)-  41 21 57.09519(N)    081 33 37.94241(W)     ADJUSTED  
 MB2856* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 MB2856  ___________________________________________________________________
 MB2856  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 MB2856  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB2856
 MB2856  HORZ ORDER  -  THIRD
 MB2856
 MB2856.The horizontal coordinates were established by classical geodetic methods
 MB2856.and adjusted by the National Geodetic Survey in April 1998..
 MB2856
 MB2856.The orthometric height was scaled from a topographic map.
 MB2856
 MB2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2856
 MB2856.The geoid height was determined by GEOID03.
 MB2856
 MB2856;                    North         East     Units Scale Factor Converg.
 MB2856;SPC OH N     -   189,113.542   678,597.754   MT  0.99995265   +0 37 01.8
 MB2856;UTM  17      - 4,579,523.816   453,119.309   MT  0.99962705   -0 22 13.6
 MB2856
 MB2856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2856!SPC OH N     -   0.99995815  x   0.99995265  =   0.99991080
 MB2856!UTM  17      -   0.99995815  x   0.99962705  =   0.99958521
 MB2856
 MB2856:                Primary Azimuth Mark                     Grid Az
 MB2856:SPC OH N     -  TWINSBURG                                131 15 29.1
 MB2856:UTM  17      -  TWINSBURG                                132 14 44.5
 MB2856
 MB2856|---------------------------------------------------------------------|
 MB2856| PID    Reference Object                     Distance      Geod. Az  |
 MB2856|                                                           dddmmss.s |
 MB2856| MB2830 TWINSBURG                           APPROX. 9.0 KM 1315230.9 |
 MB2856| CC9867 EGBERT 104 RM 1                      28.489 METERS 13236     |
 MB2856| CC9868 EGBERT 104 RM 2                      38.560 METERS 23324     |
 MB2856|---------------------------------------------------------------------|
 MB2856
 MB2856                          SUPERSEDED SURVEY CONTROL
 MB2856
 MB2856  NAD 83(1995)-  41 21 57.10755(N)    081 33 37.94335(W) AD(       ) 3
 MB2856  NAD 83(1986)-  41 21 57.10797(N)    081 33 37.94426(W) AD(       ) 3
 MB2856  NAD 27      -  41 21 56.89828(N)    081 33 38.52391(W) AD(       ) 3
 MB2856
 MB2856.Superseded values are not recommended for survey control.
 MB2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2856.See file dsdata.txt to determine how the superseded data were derived.
 MB2856
 MB2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5311979524(NAD 83)
 MB2856_MARKER: Z = SEE DESCRIPTION
 MB2856_SETTING: 0 = UNSPECIFIED SETTING
 MB2856
 MB2856  HISTORY     - Date     Condition        Report By
 MB2856  HISTORY     - 1950     MONUMENTED       CRGS
 MB2856  HISTORY     - 1951     SEE DESCRIPTION  CGS
 MB2856
 MB2856                          STATION DESCRIPTION
 MB2856
 MB2856'DESCRIBED BY CLEVELAND REGIONAL GEODETIC SURVEY 1950 (PLB)
 MB2856'STATION IS LOCATED ABOUT 2.2 MILES SOUTHWEST OF BEDFORD ON THE NORTH
 MB2856'SIDE OF EHBERT ROAD AND
 MB2856'ON THE PROPERTY OF MR. CARR.  THE MARK IS A STANDARD CLEVELAND
 MB2856'REGIONAL GEODETIC SURVEY DISK SET IN
 MB2856'A PRECAST, ROUND CONCRETE POST WITHIN A CONCRETE WELL WITH A
 MB2856'1 FOOT SQUARE CONCRETE TOP.  IT IS 40 FEET
 MB2856'WEST OF A PRIVATE DRIVE, 99 FEET NORTH OF THE
 MB2856'CENTERLINE OF EGBERT ROAD AND 4 INCHES BELOW THE SURFACE.
 MB2856'THE MARK IS STAMPED 104.
 MB2856'
 MB2856'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTERLINE OF EGBERT
 MB2856'ROAD, 19 FEET SOUTHEAST OF A
 MB2856'GATE TO DRIVEWAY AND 18 FEET NORTHEAST OF A MAILBOX.  IT IS STAMPED
 MB2856'EGBERT NO 1 1950.
 MB2856'
 MB2856'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF THE CENTERLINE OF EGBERT
 MB2856'ROAD AND IN A BRUSHLINE AT
 MB2856'THE SOUTH EDGE OF AN OPEN AREA.
 MB2856'
 MB2856'CUYAHOGA COUNTY WITNESS MARK IS SET IN A 5 INCH, ROUND CONCRETE POST
 MB2856'PROJECTING 2 INCHES ABOVE THE
 MB2856'SURFACE, 28 FEET SOUTH OF THE CENTERLINE OF EGBERT ROAD, 12 FEET WEST
 MB2856'OF THE CENTERLINE OF AN ABANDONED
 MB2856'ROAD, 10 FEET SOUTHWEST OF THE WEST END OF A CULVERT AND
 MB2856'1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK IS
 MB2856'UNSTAMPED.
 MB2856'
 MB2856'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES NO. 8 AND
 MB2856'NO. 14 IN THE SOUTH EXTREMITIES
 MB2856'OF BEDFORD, GO WEST ON STATE ROUTE NO. 14 FOR 0.3 MILE TO EGBERT ROAD
 MB2856'LEFT, TURN LEFT AND GO 2.4 MILE TO A
 MB2856'PRIVATE DRIVE RIGHT AND A MACADAM ROAD LEFT TO A
 MB2856'GASOLINE PUMPING STATION.  THE STATION IS IN THE
 MB2856'NORTHWEST ANGLE OF THIS INTERSECTION AS
 MB2856'DESCRIBED.
 MB2856'
 MB2856'*CUYANHOGA COUNTY WITNESS MARK MAY BE USED AS AN AZIMUTH MARK.  IT IS
 MB2856'0.3 MILE EAST OF THE STATION ON THE SOUTH SIDE OF
 MB2856'THE ROAD (EGBERT ROAD).
 MB2856
 MB2856                          STATION RECOVERY (1951)
 MB2856
 MB2856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2856'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 MB2856'CONDITION.  A COMPLETE NEW
 MB2856'DESCRIPTION FOLLOWS.
 MB2856'
 MB2856'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF BEDFORD ON THE
 MB2856'NORTH SIDE OF EGBERT ROAD.  IT
 MB2856'IS 99 FEET NORTH OF THE CENTER OF EGBERT ROAD AND 44 FEET WEST OF A
 MB2856'DRIVEWAY.  THE MARK IS A CONCRETE
 MB2856'POST 5 INCHES IN DIAMETER WITHIN A CONCRETE WELL
 MB2856'THAT IS 1 FOOT SQUARE, WITH A BRONZE CLEVELAND
 MB2856'REGIONAL GEODETIC SURVEY DISK SET IN THE
 MB2856'TOP AND IS FLUSH WITH THE GROUND AND IS STAMPED 104.
 MB2856'
 MB2856'REFERENCE MARK NO. 1 IS 93.47 FEET SOUTHEAST OF THE STATION.  IT IS
 MB2856'36 FEET NORTH OF THE CENTER OF
 MB2856'EGBERT ROAD AND 24 FEET EAST OF THE CENTER OF DRIVEWAY.  THE MARK
 MB2856'PROJECTS 2 INCHES AND THE DISK IS
 MB2856'STAMPED EGBERT 104 NO 1 1950.  (NOTE 11A)
 MB2856'
 MB2856'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE CENTER OF EGBERT ROAD.
 MB2856'THE MARK PROJECTS 6 INCHES
 MB2856'AND THE DISK IS STAMPED EGBERT 104 NO 2 1950.  (NOTE 11A)
 MB2856'
 MB2856'CUYAHOGA COUNTY WITNESS POST WAS USED AS AN AZIMUTH MARK.  IT IS 37
 MB2856'FEET WEST OF A POWERLINE POLE,
 MB2856'28 FEET SOUTH OF THE CENTER OF EGBERT ROAD, 10 FEET SOUTHWEST OF THE
 MB2856'WEST END OF A CULVERT AND 1 FOOT
 MB2856'EAST OF A STEEL WITNESS POST.  THE MARK IS A CONCRETE
 MB2856'POST 5 INCHES IN DIAMETER WHICH PROJECTS 2 INCHES
 MB2856'WITH A BRONZE COUNTY WITNESS DISK
 MB2856'SET IN THE TOP.
 MB2856'
 MB2856'TO REACH THE STATION FROM THE INTERSECTION OF UNION STREET AND NORTH
 MB2856'FIELD ROAD (STATE HIGHWAYS
 MB2856'NO. 14 AND NO. 8) IN BEDFORD, GO NORTHWEST ON UNION STREET FOR 0.25
 MB2856'MILE TO EGBERT ROAD ON THE LEFT,
 MB2856'TURN LEFT ON EGBERT ROAD AND GO 2.0 MILES TO THE
 MB2856'CUYAHOGA COUNTY WITNESS POST ON THE LEFT, CONTINUE
 MB2856'ON EGBERT ROAD FOR 0.25 MILE TO A
 MB2856'DRIVEWAY ON THE RIGHT AND THE STATION IN THE NORTHWEST ANGLE.
 MB2856'
 MB2856'HEIGHT OF LIGHT ABOVE THE STATION MARK 30 METERS
 MB2856'
 MB2856'DISTANCE AND DIRECTION TO OBJECTS VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0773 ***********************************************************************
 JZ0773  DESIGNATION -  105
 JZ0773  PID         -  JZ0773
 JZ0773  STATE/COUNTY-  OH/HAMILTON
 JZ0773  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0773
 JZ0773                         *CURRENT SURVEY CONTROL
 JZ0773  ___________________________________________________________________
 JZ0773* NAD 83(1986)-  39 11 35.     (N)    084 34 03.     (W)     SCALED    
 JZ0773* NAVD 88     -       283.273  (meters)     929.37   (feet)  ADJUSTED  
 JZ0773  ___________________________________________________________________
 JZ0773  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ0773  DYNAMIC HT  -         283.098 (meters)     928.80  (feet)  COMP
 JZ0773  MODELED GRAV-     980,003.5   (mgal)                       NAVD 88
 JZ0773
 JZ0773  VERT ORDER  -  FIRST     CLASS II
 JZ0773
 JZ0773.The horizontal coordinates were scaled from a topographic map and have
 JZ0773.an estimated accuracy of +/- 6 seconds.
 JZ0773
 JZ0773.The orthometric height was determined by differential leveling
 JZ0773.and adjusted by the National Geodetic Survey in June 1991..
 JZ0773
 JZ0773.The geoid height was determined by GEOID03.
 JZ0773
 JZ0773.The dynamic height is computed by dividing the NAVD 88
 JZ0773.geopotential number by the normal gravity value computed on the
 JZ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0773.degrees latitude (g = 980.6199 gals.).
 JZ0773
 JZ0773.The modeled gravity was interpolated from observed gravity values.
 JZ0773
 JZ0773;                    North         East    Units  Estimated Accuracy
 JZ0773;SPC OH S     -   134,490.      421,410.      MT  (+/- 180 meters Scaled)
 JZ0773
 JZ0773                          SUPERSEDED SURVEY CONTROL
 JZ0773
 JZ0773  NGVD 29 (??/??/92)  283.45   (m)          930.0    (f) COMPUTED    1 2
 JZ0773
 JZ0773.Superseded values are not recommended for survey control.
 JZ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0773.See file dsdata.txt to determine how the superseded data were derived.
 JZ0773
 JZ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ100410(NAD 83)
 JZ0773_MARKER: DD = SURVEY DISK
 JZ0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0773_STAMPING: 105
 JZ0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0773+STABILITY: SURFACE MOTION
 JZ0773
 JZ0773  HISTORY     - Date     Condition        Report By
 JZ0773  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0773  HISTORY     - 1947     GOOD             NGS
 JZ0773  HISTORY     - 1966     MARK NOT FOUND   NGS
 JZ0773
 JZ0773                          STATION DESCRIPTION
 JZ0773
 JZ0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0773'2.8 MI SW FROM NORTH COLLEGE HILL.
 JZ0773'1.15 MILES SOUTH ALONG HAMILTON AVENUE, THENCE ABOUT 1.65 MILES
 JZ0773'SOUTHWEST ALONG NORTH BEND ROAD, AT THE INTERSECTION OF KIRBY
 JZ0773'AVENUE, 29.5 FEET SOUTHWEST OF THE CENTER LINE OF NIRBY AVENUE,
 JZ0773'36 FEET NORTHWEST OF THE CENTER LINE OF NORTH BEND ROAD, 1 FOOT
 JZ0773'NORTHEAST OF THE FENCE CORNER OF THE CYCLONE FENCE AROUND THE
 JZ0773'YARD OF HOUSE AT 2502 NORTH BEND ROAD, 2 FEET WEST OF THE INSIDE
 JZ0773'EDGE OF POINT WHERE THE TWO SIDE WALK RUNS TOGETHER AND SET IN
 JZ0773'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- NEW
 JZ0773'SIDEWALK AT POINT IN DESCRIPTION.
 JZ0773
 JZ0773                          STATION RECOVERY (1966)
 JZ0773
 JZ0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1614 ***********************************************************************
 MB1614  DESIGNATION -  105 CWL
 MB1614  PID         -  MB1614
 MB1614  STATE/COUNTY-  OH/LAKE
 MB1614  USGS QUAD   -  MENTOR (1992)
 MB1614
 MB1614                         *CURRENT SURVEY CONTROL
 MB1614  ___________________________________________________________________
 MB1614* NAD 83(1986)-  41 43 04.     (N)    081 19 12.     (W)     SCALED    
 MB1614* NAVD 88     -       191.958  (meters)     629.78   (feet)  ADJUSTED  
 MB1614  ___________________________________________________________________
 MB1614  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 MB1614  DYNAMIC HT  -         191.889 (meters)     629.56  (feet)  COMP
 MB1614  MODELED GRAV-     980,260.1   (mgal)                       NAVD 88
 MB1614
 MB1614  VERT ORDER  -  FIRST     CLASS II
 MB1614
 MB1614.The horizontal coordinates were scaled from a topographic map and have
 MB1614.an estimated accuracy of +/- 6 seconds.
 MB1614
 MB1614.The orthometric height was determined by differential leveling
 MB1614.and adjusted by the National Geodetic Survey in June 1991..
 MB1614
 MB1614.The geoid height was determined by GEOID03.
 MB1614
 MB1614.The dynamic height is computed by dividing the NAVD 88
 MB1614.geopotential number by the normal gravity value computed on the
 MB1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1614.degrees latitude (g = 980.6199 gals.).
 MB1614
 MB1614.The modeled gravity was interpolated from observed gravity values.
 MB1614
 MB1614;                    North         East    Units  Estimated Accuracy
 MB1614;SPC OH N     -   228,440.      698,190.      MT  (+/- 180 meters Scaled)
 MB1614
 MB1614                          SUPERSEDED SURVEY CONTROL
 MB1614
 MB1614  NGVD 29 (06/03/92)  192.187  (m)          630.53   (f) ADJUSTED    1 2
 MB1614
 MB1614.Superseded values are not recommended for survey control.
 MB1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1614.See file dsdata.txt to determine how the superseded data were derived.
 MB1614
 MB1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG733184(NAD 83)
 MB1614_MARKER: DD = SURVEY DISK
 MB1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1614_SP_SET: CONCRETE POST
 MB1614_STAMPING: 105 CWL 1952 631
 MB1614_MARK LOGO: USGS  
 MB1614_PROJECTION: PROJECTING 10 CENTIMETERS
 MB1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1614+STABILITY: SURFACE MOTION
 MB1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1614+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 MB1614
 MB1614  HISTORY     - Date     Condition        Report By
 MB1614  HISTORY     - 1952     MONUMENTED       USGS
 MB1614  HISTORY     - 1981     GOOD             NGS
 MB1614  HISTORY     - 19891012 GOOD             NGS
 MB1614  HISTORY     - 20040921 GOOD             OHDT
 MB1614
 MB1614                          STATION DESCRIPTION
 MB1614
 MB1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1614'5.05 KM (3.15 MI) NE FROM MENTOR ON THE LAKE.
 MB1614'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 MB1614'1.6 KILOMETERS (1.0 MILE) NORTH ALONG ANDREWS ROAD FROM THE JUNCTION
 MB1614'OF LAKE SHORE BOULEVARD AND MUNSON ROAD IN MENTOR-ON-THE-LAKE, THENCE
 MB1614'3.45 KILOMETERS (2.15 MILES) EAST ALONG LAKE SHORE BOULEVARD TO THE
 MB1614'LAKE SHORE ASSEMBLY OF GOD AND THE MARK ON THE RIGHT, 8.54 METERS
 MB1614'(28.0 FEET) SOUTH OF THE CENTER LINE OF THE BOULEVARD, 14.33 METERS
 MB1614'(47.0 FEET) WEST OF THE ENTRANCE TO THE BLACK BROOK COUNTRY CLUB,
 MB1614'6.40 METERS (21.0 FEET) EAST OF A 5.5-FOOT OAK TREE ON THE CHURCH
 MB1614'PROPERTY.
 MB1614
 MB1614                          STATION RECOVERY (1989)
 MB1614
 MB1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1614'1.6 KILOMETERS (1.0 MILE) NORTH ALONG ANDREWS ROAD FROM THE JUNCTION
 MB1614'OF LAKE SHORE BOULEVARD AND MUNSON ROAD IN MENTOR-ON-THE-LAKE, THENCE
 MB1614'3.45 KILOMETERS (2.15 MILES) EAST ALONG LAKE SHORE BOULEVARD TO THE
 MB1614'LAKE SHORE ASSEMBLY OF GOD AND THE MARK ON THE RIGHT, 8.54 METERS
 MB1614'(28.0 FEET) SOUTH OF THE CENTER LINE OF THE BOULEVARD, 14.33 METERS
 MB1614'(47.0 FEET) WEST OF THE ENTRANCE TO THE BLACK BROOK COUNTRY CLUB,
 MB1614'6.40 METERS (21.0 FEET) EAST OF A 5.5-FOOT OAK TREE ON THE CHURCH
 MB1614'PROPERTY, A DISK SET IN TOP OF A 15 CM DIAMETER CONCRETE POST
 MB1614'PROJECTING 10 CM.
 MB1614
 MB1614                          STATION RECOVERY (2004)
 MB1614
 MB1614'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0285 ***********************************************************************
 LA0285  DESIGNATION -  1050
 LA0285  PID         -  LA0285
 LA0285  STATE/COUNTY-  OH/DARKE
 LA0285  USGS QUAD   -  GREENVILLE WEST (1980)
 LA0285
 LA0285                         *CURRENT SURVEY CONTROL
 LA0285  ___________________________________________________________________
 LA0285* NAD 83(1986)-  40 06 02.     (N)    084 37 54.     (W)     SCALED    
 LA0285* NAVD 88     -       319.798  (meters)    1049.20   (feet)  ADJUSTED  
 LA0285  ___________________________________________________________________
 LA0285  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LA0285  DYNAMIC HT  -         319.624 (meters)    1048.63  (feet)  COMP
 LA0285  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 LA0285
 LA0285  VERT ORDER  -  SECOND    CLASS 0
 LA0285
 LA0285.The horizontal coordinates were scaled from a topographic map and have
 LA0285.an estimated accuracy of +/- 6 seconds.
 LA0285
 LA0285.The orthometric height was determined by differential leveling
 LA0285.and adjusted by the National Geodetic Survey in June 1991..
 LA0285
 LA0285.The geoid height was determined by GEOID03.
 LA0285
 LA0285.The dynamic height is computed by dividing the NAVD 88
 LA0285.geopotential number by the normal gravity value computed on the
 LA0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0285.degrees latitude (g = 980.6199 gals.).
 LA0285
 LA0285.The modeled gravity was interpolated from observed gravity values.
 LA0285
 LA0285;                    North         East    Units  Estimated Accuracy
 LA0285;SPC OH S     -   235,340.      418,250.      MT  (+/- 180 meters Scaled)
 LA0285
 LA0285                          SUPERSEDED SURVEY CONTROL
 LA0285
 LA0285  NGVD 29 (??/??/92)  319.948  (m)         1049.70   (f) ADJ UNCH    2 0
 LA0285
 LA0285.Superseded values are not recommended for survey control.
 LA0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0285.See file dsdata.txt to determine how the superseded data were derived.
 LA0285
 LA0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK018416(NAD 83)
 LA0285_MARKER: DD = SURVEY DISK
 LA0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0285_SP_SET: COURT BUILDING
 LA0285_STAMPING: 1050 ADJ 1905
 LA0285_MARK LOGO: USGS  
 LA0285_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0285
 LA0285  HISTORY     - Date     Condition        Report By
 LA0285  HISTORY     - 1905     MONUMENTED       USGS
 LA0285  HISTORY     - 1947     GOOD             NGS
 LA0285  HISTORY     - 19950810 GOOD             OHDT
 LA0285
 LA0285                          STATION DESCRIPTION
 LA0285
 LA0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0285'AT GREENVILLE.
 LA0285'AT GREENVILLE, SET VERTICALLY IN THE NORTHWEST WALL AT THE NORTH
 LA0285'CORNER OF THE COUNTY COURT HOUSE, 59 FEET SOUTHWEST OF THE WEST
 LA0285'CURB OF SOUTH BROADWAY, 29.2 FEET SOUTHEAST OF THE SOUTHCURB
 LA0285'OF WEST 4TH STREET, 1.5 FEET SOUTHWEST OF THE NORTH CORNER AND
 LA0285'2.7 FEET ABOVE THE GROUND.  NOTE-- THE OHIO IS CAST IN THE MARK
 LA0285'AND NOT STAMPED AS IN THE ORIGINAL DESCRIPTION.
 LA0285
 LA0285                          STATION RECOVERY (1995)
 LA0285
 LA0285'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (JAA)
 LA0285'IN GREENVILLE, SET VERTICALLY IN THE NORTHWEST WALL AT THE NORTH
 LA0285'CORNER OF THE COUNTY COURT HOUSE, 59 FEET (18.0 M) SOUTHWEST OF THE
 LA0285'WEST CURB OF SOUTH BROADWAY, 29.2 FEET (8.9 M) SOUTHEAST OF THE
 LA0285'SOUTHCURB OF WEST 4TH STREET, 1.5 FEET (0.5 M) SOUTHWEST OF THE NORTH
 LA0285'CORNER AND 2.7 FEET (0.8 M) ABOVE THE GROUND.  NOTE-- THE OHIO IS CAST
 LA0285'IN THE MARK AND NOT STAMPED AS IN THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0808 ***********************************************************************
 JZ0808  DESIGNATION -  1050
 JZ0808  PID         -  JZ0808
 JZ0808  STATE/COUNTY-  OH/HAMILTON
 JZ0808  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0808
 JZ0808                         *CURRENT SURVEY CONTROL
 JZ0808  ___________________________________________________________________
 JZ0808* NAD 83(1986)-  39 13 49.     (N)    084 31 47.     (W)     SCALED    
 JZ0808* NAVD 88     -       241.114  (meters)     791.05   (feet)  ADJUSTED  
 JZ0808  ___________________________________________________________________
 JZ0808  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ0808  DYNAMIC HT  -         240.966 (meters)     790.57  (feet)  COMP
 JZ0808  MODELED GRAV-     980,008.6   (mgal)                       NAVD 88
 JZ0808
 JZ0808  VERT ORDER  -  FIRST     CLASS II
 JZ0808
 JZ0808.The horizontal coordinates were scaled from a topographic map and have
 JZ0808.an estimated accuracy of +/- 6 seconds.
 JZ0808
 JZ0808.The orthometric height was determined by differential leveling
 JZ0808.and adjusted by the National Geodetic Survey in June 1991..
 JZ0808
 JZ0808.The geoid height was determined by GEOID03.
 JZ0808
 JZ0808.The dynamic height is computed by dividing the NAVD 88
 JZ0808.geopotential number by the normal gravity value computed on the
 JZ0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0808.degrees latitude (g = 980.6199 gals.).
 JZ0808
 JZ0808.The modeled gravity was interpolated from observed gravity values.
 JZ0808
 JZ0808;                    North         East    Units  Estimated Accuracy
 JZ0808;SPC OH S     -   138,550.      424,770.      MT  (+/- 180 meters Scaled)
 JZ0808
 JZ0808                          SUPERSEDED SURVEY CONTROL
 JZ0808
 JZ0808  NGVD 29 (??/??/92)  241.291  (m)          791.64   (f) ADJ UNCH    1 2
 JZ0808
 JZ0808.Superseded values are not recommended for survey control.
 JZ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0808.See file dsdata.txt to determine how the superseded data were derived.
 JZ0808
 JZ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ132452(NAD 83)
 JZ0808_MARKER: DD = SURVEY DISK
 JZ0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0808_STAMPING: 1050 47
 JZ0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0808+STABILITY: SURFACE MOTION
 JZ0808
 JZ0808  HISTORY     - Date     Condition        Report By
 JZ0808  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0808  HISTORY     - 1947     GOOD             NGS
 JZ0808
 JZ0808                          STATION DESCRIPTION
 JZ0808
 JZ0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0808'AT MOUNT HEALTHY.
 JZ0808'ONE MILE EAST OF HAMILTON AVENUE IN MOUNT HEALTHY, 0.15 MILE
 JZ0808'SOUTH OF INTERSECTION OF COMPTON ROAD AND DALY ROAD ALONG DALY
 JZ0808'ROAD, 12 FEET WEST OF CENTERLINE OF DALY ROAD, 5 FEET SOUTHEAST
 JZ0808'OF MAIL BOX (HENRY MAHLERWEIN) IN LINE WITH EXTENDED CURB LINE
 JZ0808'OF DRIVEWAY LEADING EAST TO JOBERT FARM.  ABOUT LEVEL WITH DALY
 JZ0808'ROAD, A CONCRETE POST SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0664 ***********************************************************************
 KZ0664  DESIGNATION -  1050
 KZ0664  PID         -  KZ0664
 KZ0664  STATE/COUNTY-  OH/HOLMES
 KZ0664  USGS QUAD   -  BRINKHAVEN (1982)
 KZ0664
 KZ0664                         *CURRENT SURVEY CONTROL
 KZ0664  ___________________________________________________________________
 KZ0664* NAD 83(1986)-  40 28 31.     (N)    082 08 58.     (W)     SCALED    
 KZ0664* NAVD 88     -       319.671  (meters)    1048.79   (feet)  ADJUSTED  
 KZ0664  ___________________________________________________________________
 KZ0664  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KZ0664  DYNAMIC HT  -         319.513 (meters)    1048.27  (feet)  COMP
 KZ0664  MODELED GRAV-     980,121.3   (mgal)                       NAVD 88
 KZ0664
 KZ0664  VERT ORDER  -  SECOND    CLASS 0
 KZ0664
 KZ0664.The horizontal coordinates were scaled from a topographic map and have
 KZ0664.an estimated accuracy of +/- 6 seconds.
 KZ0664
 KZ0664.The orthometric height was determined by differential leveling
 KZ0664.and adjusted by the National Geodetic Survey in June 1991..
 KZ0664
 KZ0664.The geoid height was determined by GEOID03.
 KZ0664
 KZ0664.The dynamic height is computed by dividing the NAVD 88
 KZ0664.geopotential number by the normal gravity value computed on the
 KZ0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0664.degrees latitude (g = 980.6199 gals.).
 KZ0664
 KZ0664.The modeled gravity was interpolated from observed gravity values.
 KZ0664
 KZ0664;                    North         East    Units  Estimated Accuracy
 KZ0664;SPC OH N     -    89,850.      629,730.      MT  (+/- 180 meters Scaled)
 KZ0664
 KZ0664                          SUPERSEDED SURVEY CONTROL
 KZ0664
 KZ0664  NGVD 29 (??/??/92)  319.871  (m)         1049.44   (f) ADJ UNCH    2 0
 KZ0664
 KZ0664.Superseded values are not recommended for survey control.
 KZ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0664.See file dsdata.txt to determine how the superseded data were derived.
 KZ0664
 KZ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME025811(NAD 83)
 KZ0664_MARKER: DD = SURVEY DISK
 KZ0664_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0664_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0664_STAMPING: OHIO 1050
 KZ0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0664
 KZ0664  HISTORY     - Date     Condition        Report By
 KZ0664  HISTORY     - UNK      MONUMENTED       USGS
 KZ0664  HISTORY     - 1957     GOOD             NGS
 KZ0664
 KZ0664                          STATION DESCRIPTION
 KZ0664
 KZ0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KZ0664'3 MI E FROM BRINKHAVEN.
 KZ0664'IN HOLMES COUNTY, 3.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD
 KZ0664'FROM THE STATION AT BRINKHAVEN, KNOX COUNTY, 130 FEET NORTHEAST
 KZ0664'OF MILEPOST H 78, 0.3 MILE NORTH OF U.S. HIGHWAY 62, 130 YARDS
 KZ0664'SOUTH OF A HIGHWAY UNDERPASS, AT THE WEST EDGE OF AN 8-FOOT
 KZ0664'HIGHWAY CUT, 45 FEET EAST OF THE EAST RAIL, 14 FEET WEST OF THE
 KZ0664'CENTERLINE OF A GRAVEL ROAD, 2 FEET WEST OF A FENCE, AND LEVEL
 KZ0664'WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KZ0664'CAP, STAMPED OHIO 1050 AND RIVETED ON THE TOP OF A 3-1/2 INCH
 KZ0664'IRON PIPE PROJECTING 14 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0815 ***********************************************************************
 KY0815  DESIGNATION -  1053
 KY0815  PID         -  KY0815
 KY0815  STATE/COUNTY-  OH/HARRISON
 KY0815  USGS QUAD   -  CADIZ (1976)
 KY0815
 KY0815                         *CURRENT SURVEY CONTROL
 KY0815  ___________________________________________________________________
 KY0815* NAD 83(1986)-  40 21 43.     (N)    080 58 58.     (W)     SCALED    
 KY0815* NAVD 88     -       321.318  (meters)    1054.19   (feet)  ADJUSTED  
 KY0815  ___________________________________________________________________
 KY0815  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY0815  DYNAMIC HT  -         321.151 (meters)    1053.64  (feet)  COMP
 KY0815  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 KY0815
 KY0815  VERT ORDER  -  SECOND    CLASS 0
 KY0815
 KY0815.The horizontal coordinates were scaled from a topographic map and have
 KY0815.an estimated accuracy of +/- 6 seconds.
 KY0815
 KY0815.The orthometric height was determined by differential leveling
 KY0815.and adjusted by the National Geodetic Survey in June 1991..
 KY0815
 KY0815.The geoid height was determined by GEOID03.
 KY0815
 KY0815.The dynamic height is computed by dividing the NAVD 88
 KY0815.geopotential number by the normal gravity value computed on the
 KY0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0815.degrees latitude (g = 980.6199 gals.).
 KY0815
 KY0815.The modeled gravity was interpolated from observed gravity values.
 KY0815
 KY0815;                    North         East    Units  Estimated Accuracy
 KY0815;SPC OH N     -    78,330.      728,870.      MT  (+/- 180 meters Scaled)
 KY0815
 KY0815                          SUPERSEDED SURVEY CONTROL
 KY0815
 KY0815  NGVD 29 (??/??/92)  321.504  (m)         1054.80   (f) ADJ UNCH    2 0
 KY0815
 KY0815.Superseded values are not recommended for survey control.
 KY0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0815.See file dsdata.txt to determine how the superseded data were derived.
 KY0815
 KY0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE014679(NAD 83)
 KY0815_MARKER: Q = CHISELED SQUARE
 KY0815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0815_SP_SET: BRIDGE
 KY0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0815
 KY0815  HISTORY     - Date     Condition        Report By
 KY0815  HISTORY     - UNK      MONUMENTED       PRR
 KY0815  HISTORY     - 1934     GOOD             NGS
 KY0815
 KY0815                          STATION DESCRIPTION
 KY0815
 KY0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY0815'1.1 MI E FROM JEWETT.
 KY0815'1.1 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0815'AT JEWETT, HARRISON COUNTY, 180 YARDS EAST OF MILEPOST 69, 133
 KY0815'YARDS WEST OF THE CROSSING OF THE CENTERLINE OF STATE HIGHWAY
 KY0815'151, AT BRIDGE NO. 68.84 OVER THE WHEELING AND LAKE ERIE RAILWAY,
 KY0815'ON THE TOP OF THE NORTH SIDE OF THE WEST WING WALL, AND ABOUT
 KY0815'5 FEET BELOW THE TOP OF THE RAIL.  A CHISELED SQUARE, LETTERED
 KY0815'B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0903 ***********************************************************************
 JY0903  DESIGNATION -  1054
 JY0903  PID         -  JY0903
 JY0903  STATE/COUNTY-  OH/MADISON
 JY0903  USGS QUAD   -  LONDON (1995)
 JY0903
 JY0903                         *CURRENT SURVEY CONTROL
 JY0903  ___________________________________________________________________
 JY0903* NAD 83(1986)-  39 53 11.     (N)    083 26 58.     (W)     SCALED    
 JY0903* NAVD 88     -       321.210  (meters)    1053.84   (feet)  ADJUSTED  
 JY0903  ___________________________________________________________________
 JY0903  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JY0903  DYNAMIC HT  -         321.039 (meters)    1053.28  (feet)  COMP
 JY0903  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 JY0903
 JY0903  VERT ORDER  -  SECOND    CLASS 0
 JY0903
 JY0903.The horizontal coordinates were scaled from a topographic map and have
 JY0903.an estimated accuracy of +/- 6 seconds.
 JY0903
 JY0903.The orthometric height was determined by differential leveling
 JY0903.and adjusted by the National Geodetic Survey in June 1991..
 JY0903
 JY0903.The geoid height was determined by GEOID03.
 JY0903
 JY0903.The dynamic height is computed by dividing the NAVD 88
 JY0903.geopotential number by the normal gravity value computed on the
 JY0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0903.degrees latitude (g = 980.6199 gals.).
 JY0903
 JY0903.The modeled gravity was interpolated from observed gravity values.
 JY0903
 JY0903;                    North         East    Units  Estimated Accuracy
 JY0903;SPC OH S     -   209,850.      518,790.      MT  (+/- 180 meters Scaled)
 JY0903
 JY0903                          SUPERSEDED SURVEY CONTROL
 JY0903
 JY0903  NGVD 29 (??/??/92)  321.392  (m)         1054.43   (f) ADJ UNCH    2 0
 JY0903
 JY0903.Superseded values are not recommended for survey control.
 JY0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0903.See file dsdata.txt to determine how the superseded data were derived.
 JY0903
 JY0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE905180(NAD 83)
 JY0903_MARKER: DD = SURVEY DISK
 JY0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0903_SP_SET: STEP
 JY0903_STAMPING: OHIO 1054
 JY0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0903
 JY0903  HISTORY     - Date     Condition        Report By
 JY0903  HISTORY     - UNK      MONUMENTED       USGS
 JY0903  HISTORY     - 1935     GOOD             NGS
 JY0903  HISTORY     - 1984     GOOD             LOCSUR
 JY0903
 JY0903                          STATION DESCRIPTION
 JY0903
 JY0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY0903'AT LONDON.
 JY0903'AT LONDON, MADISON COUNTY, 8.7 FEET SOUTH OF THE SOUTH EDGE OF
 JY0903'THE COUNTY COURTHOUSE, IN THE WEST SIDE OF THE STONE STEPS OF
 JY0903'THE SOUTH ENTRANCE TO THE BUILDING, 13.7 FEET NORTH OF THE BOTTOM
 JY0903'STEP, AND ABOUT ONE FOOT ABOVE GROUND.  A UNITED STATES
 JY0903'GEOLOGICAL SURVEY STANDARD DISK, STAMPED OHIO 1054 AND SET
 JY0903'VERTICALLY.
 JY0903
 JY0903                          STATION RECOVERY (1984)
 JY0903
 JY0903'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 JY0903'SOUTH ENTRANCE TO MAIN ENTRANCE EAST SIDE OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1617 ***********************************************************************
 KZ1617  DESIGNATION -  1054
 KZ1617  PID         -  KZ1617
 KZ1617  STATE/COUNTY-  OH/CHAMPAIGN
 KZ1617  USGS QUAD   -  URBANA WEST (1983)
 KZ1617
 KZ1617                         *CURRENT SURVEY CONTROL
 KZ1617  ___________________________________________________________________
 KZ1617* NAD 83(1986)-  40 06 31.     (N)    083 45 17.     (W)     SCALED    
 KZ1617* NAVD 88     -       321.099  (meters)    1053.47   (feet)  ADJUSTED  
 KZ1617  ___________________________________________________________________
 KZ1617  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KZ1617  DYNAMIC HT  -         320.924 (meters)    1052.90  (feet)  COMP
 KZ1617  MODELED GRAV-     980,072.5   (mgal)                       NAVD 88
 KZ1617
 KZ1617  VERT ORDER  -  SECOND    CLASS 0
 KZ1617
 KZ1617.The horizontal coordinates were scaled from a topographic map and have
 KZ1617.an estimated accuracy of +/- 6 seconds.
 KZ1617
 KZ1617.The orthometric height was determined by differential leveling
 KZ1617.and adjusted by the National Geodetic Survey in June 1991..
 KZ1617
 KZ1617.The geoid height was determined by GEOID03.
 KZ1617
 KZ1617.The dynamic height is computed by dividing the NAVD 88
 KZ1617.geopotential number by the normal gravity value computed on the
 KZ1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1617.degrees latitude (g = 980.6199 gals.).
 KZ1617
 KZ1617.The modeled gravity was interpolated from observed gravity values.
 KZ1617
 KZ1617;                    North         East    Units  Estimated Accuracy
 KZ1617;SPC OH S     -   234,840.      493,030.      MT  (+/- 180 meters Scaled)
 KZ1617
 KZ1617                          SUPERSEDED SURVEY CONTROL
 KZ1617
 KZ1617  NGVD 29 (??/??/92)  321.292  (m)         1054.11   (f) ADJ UNCH    2 0
 KZ1617
 KZ1617.Superseded values are not recommended for survey control.
 KZ1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1617.See file dsdata.txt to determine how the superseded data were derived.
 KZ1617
 KZ1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE652434(NAD 83)
 KZ1617_MARKER: Q = CHISELED SQUARE
 KZ1617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1617_SP_SET: MONUMENT FOUNDATION
 KZ1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1617
 KZ1617  HISTORY     - Date     Condition        Report By
 KZ1617  HISTORY     - UNK      MONUMENTED       USGS
 KZ1617  HISTORY     - 1935     GOOD             NGS
 KZ1617
 KZ1617                          STATION DESCRIPTION
 KZ1617
 KZ1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1617'AT URBANA.
 KZ1617'AT URBANA, AT THE PUBLIC SQUARE, ON THE TOP OF THE NORTH EDGE
 KZ1617'OF THE CURB SURROUNDING THE SOLDIERS MONUMENT, 14.1 FEET NORTH
 KZ1617'OF THE NORTH EDGE OF THE MONUMENT FOUNDATION, AND 0.5 FOOT
 KZ1617'ABOVE THE SURFACE OF THE STREET.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1389 ***********************************************************************
 JZ1389  DESIGNATION -  1055
 JZ1389  PID         -  JZ1389
 JZ1389  STATE/COUNTY-  OH/PREBLE
 JZ1389  USGS QUAD   -  EATON SOUTH (1987)
 JZ1389
 JZ1389                         *CURRENT SURVEY CONTROL
 JZ1389  ___________________________________________________________________
 JZ1389* NAD 83(1986)-  39 44 52.     (N)    084 38 10.     (W)     SCALED    
 JZ1389* NAVD 88     -       321.279  (meters)    1054.06   (feet)  ADJUSTED  
 JZ1389  ___________________________________________________________________
 JZ1389  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JZ1389  DYNAMIC HT  -         321.092 (meters)    1053.45  (feet)  COMP
 JZ1389  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 JZ1389
 JZ1389  VERT ORDER  -  SECOND    CLASS 0
 JZ1389
 JZ1389.The horizontal coordinates were scaled from a topographic map and have
 JZ1389.an estimated accuracy of +/- 6 seconds.
 JZ1389
 JZ1389.The orthometric height was determined by differential leveling
 JZ1389.and adjusted by the National Geodetic Survey in June 1991..
 JZ1389
 JZ1389.The geoid height was determined by GEOID03.
 JZ1389
 JZ1389.The dynamic height is computed by dividing the NAVD 88
 JZ1389.geopotential number by the normal gravity value computed on the
 JZ1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1389.degrees latitude (g = 980.6199 gals.).
 JZ1389
 JZ1389.The modeled gravity was interpolated from observed gravity values.
 JZ1389
 JZ1389;                    North         East    Units  Estimated Accuracy
 JZ1389;SPC OH S     -   196,190.      416,950.      MT  (+/- 180 meters Scaled)
 JZ1389
 JZ1389                          SUPERSEDED SURVEY CONTROL
 JZ1389
 JZ1389  NGVD 29 (??/??/92)  321.436  (m)         1054.58   (f) ADJ UNCH    2 0
 JZ1389
 JZ1389.Superseded values are not recommended for survey control.
 JZ1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1389.See file dsdata.txt to determine how the superseded data were derived.
 JZ1389
 JZ1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK025024(NAD 83)
 JZ1389_MARKER: DD = SURVEY DISK
 JZ1389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1389_SP_SET: BUILDING
 JZ1389_STAMPING: 1055 OHIO ADJ 1905
 JZ1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1389
 JZ1389  HISTORY     - Date     Condition        Report By
 JZ1389  HISTORY     - 1905     MONUMENTED       USGS
 JZ1389  HISTORY     - 1947     GOOD             NGS
 JZ1389  HISTORY     - 20050624 MARK NOT FOUND   NGS
 JZ1389
 JZ1389                          STATION DESCRIPTION
 JZ1389
 JZ1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1389'AT EATON.
 JZ1389'AT EATON, ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 127 FROM
 JZ1389'THE COURT HOUSE, SET VERTICALLY IN THE WEST WALL AT THE NORTHWEST
 JZ1389'CORNER OF THE RED BRICK PUBLIC SCHOOL BUILDING, 1.2 FEET SOUTH
 JZ1389'OF THE NORTHWEST CORNER AND 4.6 FEET ABOVE THE GROUND.
 JZ1389
 JZ1389                          STATION RECOVERY (2005)
 JZ1389
 JZ1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 JZ1389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0724 ***********************************************************************
 JZ0724  DESIGNATION -  1056
 JZ0724  PID         -  JZ0724
 JZ0724  STATE/COUNTY-  OH/HAMILTON
 JZ0724  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0724
 JZ0724                         *CURRENT SURVEY CONTROL
 JZ0724  ___________________________________________________________________
 JZ0724* NAD 83(1986)-  39 08 25.     (N)    084 36 15.     (W)     SCALED    
 JZ0724* NAVD 88     -       263.767  (meters)     865.38   (feet)  ADJUSTED  
 JZ0724  ___________________________________________________________________
 JZ0724  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0724  DYNAMIC HT  -         263.601 (meters)     864.83  (feet)  COMP
 JZ0724  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 JZ0724
 JZ0724  VERT ORDER  -  FIRST     CLASS II
 JZ0724
 JZ0724.The horizontal coordinates were scaled from a topographic map and have
 JZ0724.an estimated accuracy of +/- 6 seconds.
 JZ0724
 JZ0724.The orthometric height was determined by differential leveling
 JZ0724.and adjusted by the National Geodetic Survey in June 1991..
 JZ0724
 JZ0724.The geoid height was determined by GEOID03.
 JZ0724
 JZ0724.The dynamic height is computed by dividing the NAVD 88
 JZ0724.geopotential number by the normal gravity value computed on the
 JZ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0724.degrees latitude (g = 980.6199 gals.).
 JZ0724
 JZ0724.The modeled gravity was interpolated from observed gravity values.
 JZ0724
 JZ0724;                    North         East    Units  Estimated Accuracy
 JZ0724;SPC OH S     -   128,710.      418,110.      MT  (+/- 180 meters Scaled)
 JZ0724
 JZ0724                          SUPERSEDED SURVEY CONTROL
 JZ0724
 JZ0724  NGVD 29 (??/??/92)  263.949  (m)          865.97   (f) ADJ UNCH    1 2
 JZ0724
 JZ0724.Superseded values are not recommended for survey control.
 JZ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0724.See file dsdata.txt to determine how the superseded data were derived.
 JZ0724
 JZ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ070350(NAD 83)
 JZ0724_MARKER: DD = SURVEY DISK
 JZ0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0724_STAMPING: 1056 47
 JZ0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0724+STABILITY: SURFACE MOTION
 JZ0724
 JZ0724  HISTORY     - Date     Condition        Report By
 JZ0724  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0724  HISTORY     - 1947     GOOD             NGS
 JZ0724  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ0724
 JZ0724                          STATION DESCRIPTION
 JZ0724
 JZ0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0724'AT CINCINNATI.
 JZ0724'AT CINCINNATI, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 JZ0724'WERK ROAD AND BOUDINOT AVENUE, 20.0 FEET SOUTH OF THE CENTERLINE
 JZ0724'OF WERK ROAD, 29.0 FEET WEST OF THE CENTERLINE OF BOUDINOT
 JZ0724'AVENUE, 13.0 FEET NORTHEAST OF A FIRE HYDRANT AND ABOUT 1 FOOT
 JZ0724'HIGHER THAN THE CENTERLINE OF BOUDINOT AVENUE.  A CONCRETE POST
 JZ0724'PROJECTING 0.3 FEET.
 JZ0724
 JZ0724                          STATION RECOVERY (2004)
 JZ0724
 JZ0724'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1671 ***********************************************************************
 KZ1671  DESIGNATION -  1057
 KZ1671  PID         -  KZ1671
 KZ1671  STATE/COUNTY-  OH/LOGAN
 KZ1671  USGS QUAD   -  DE GRAFF (1984)
 KZ1671
 KZ1671                         *CURRENT SURVEY CONTROL
 KZ1671  ___________________________________________________________________
 KZ1671* NAD 83(1986)-  40 17 57.     (N)    083 58 17.     (W)     SCALED    
 KZ1671* NAVD 88     -       321.929  (meters)    1056.20   (feet)  ADJUSTED  
 KZ1671  ___________________________________________________________________
 KZ1671  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KZ1671  DYNAMIC HT  -         321.767 (meters)    1055.66  (feet)  COMP
 KZ1671  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 KZ1671
 KZ1671  VERT ORDER  -  SECOND    CLASS 0
 KZ1671
 KZ1671.The horizontal coordinates were scaled from a topographic map and have
 KZ1671.an estimated accuracy of +/- 6 seconds.
 KZ1671
 KZ1671.The orthometric height was determined by differential leveling
 KZ1671.and adjusted by the National Geodetic Survey in June 1991..
 KZ1671
 KZ1671.The geoid height was determined by GEOID03.
 KZ1671
 KZ1671.The dynamic height is computed by dividing the NAVD 88
 KZ1671.geopotential number by the normal gravity value computed on the
 KZ1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1671.degrees latitude (g = 980.6199 gals.).
 KZ1671
 KZ1671.The modeled gravity was interpolated from observed gravity values.
 KZ1671
 KZ1671;                    North         East    Units  Estimated Accuracy
 KZ1671;SPC OH N     -    71,290.      474,910.      MT  (+/- 180 meters Scaled)
 KZ1671
 KZ1671                          SUPERSEDED SURVEY CONTROL
 KZ1671
 KZ1671  NGVD 29 (??/??/92)  322.137  (m)         1056.88   (f) ADJ UNCH    2 0
 KZ1671
 KZ1671.Superseded values are not recommended for survey control.
 KZ1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1671.See file dsdata.txt to determine how the superseded data were derived.
 KZ1671
 KZ1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE474652(NAD 83)
 KZ1671_MARKER: DD = SURVEY DISK
 KZ1671_SETTING: 0 = UNSPECIFIED SETTING
 KZ1671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1671
 KZ1671  HISTORY     - Date     Condition        Report By
 KZ1671  HISTORY     - UNK      MONUMENTED       USGS
 KZ1671  HISTORY     - 1960     GOOD             NGS
 KZ1671  HISTORY     - 1970     GOOD             NGS
 KZ1671
 KZ1671                          STATION DESCRIPTION
 KZ1671
 KZ1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ1671'AT QUINCY.
 KZ1671'AT QUNICY, AT THE SOUTHWEST CORNER OF A SCHOOLYARD, 8.2 FEET
 KZ1671'SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING, 2.9 FEET
 KZ1671'EAST OF THE EAST EDGE OF THE SIDEWALK ALONG CARLYLE STREET,
 KZ1671'2.7 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK ALONG CHURCH
 KZ1671'STREET, AND 0.5 FOOT HIGHER THAN THE STREET.
 KZ1671
 KZ1671                          STATION RECOVERY (1970)
 KZ1671
 KZ1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0721 ***********************************************************************
 JZ0721  DESIGNATION -  1057
 JZ0721  PID         -  JZ0721
 JZ0721  STATE/COUNTY-  OH/HAMILTON
 JZ0721  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0721
 JZ0721                         *CURRENT SURVEY CONTROL
 JZ0721  ___________________________________________________________________
 JZ0721* NAD 83(1986)-  39 08 25.     (N)    084 35 58.     (W)     SCALED    
 JZ0721* NAVD 88     -       275.005  (meters)     902.25   (feet)  ADJUSTED  
 JZ0721  ___________________________________________________________________
 JZ0721  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0721  DYNAMIC HT  -         274.832 (meters)     901.68  (feet)  COMP
 JZ0721  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JZ0721
 JZ0721  VERT ORDER  -  FIRST     CLASS II
 JZ0721
 JZ0721.The horizontal coordinates were scaled from a topographic map and have
 JZ0721.an estimated accuracy of +/- 6 seconds.
 JZ0721
 JZ0721.The orthometric height was determined by differential leveling
 JZ0721.and adjusted by the National Geodetic Survey in June 1991..
 JZ0721
 JZ0721.The geoid height was determined by GEOID03.
 JZ0721
 JZ0721.The dynamic height is computed by dividing the NAVD 88
 JZ0721.geopotential number by the normal gravity value computed on the
 JZ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0721.degrees latitude (g = 980.6199 gals.).
 JZ0721
 JZ0721.The modeled gravity was interpolated from observed gravity values.
 JZ0721
 JZ0721;                    North         East    Units  Estimated Accuracy
 JZ0721;SPC OH S     -   128,700.      418,520.      MT  (+/- 180 meters Scaled)
 JZ0721
 JZ0721                          SUPERSEDED SURVEY CONTROL
 JZ0721
 JZ0721  NGVD 29 (??/??/92)  275.186  (m)          902.84   (f) ADJ UNCH    1 2
 JZ0721
 JZ0721.Superseded values are not recommended for survey control.
 JZ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0721.See file dsdata.txt to determine how the superseded data were derived.
 JZ0721
 JZ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ074350(NAD 83)
 JZ0721_MARKER: DD = SURVEY DISK
 JZ0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0721_STAMPING: 1057 47
 JZ0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0721+STABILITY: SURFACE MOTION
 JZ0721
 JZ0721  HISTORY     - Date     Condition        Report By
 JZ0721  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0721  HISTORY     - 1947     GOOD             NGS
 JZ0721  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ0721
 JZ0721                          STATION DESCRIPTION
 JZ0721
 JZ0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0721'AT CINCINNATI.
 JZ0721'AT CINCINNATI, AT THE NORTHEAST CORNER OF INTERSECTION OF WERK
 JZ0721'ROAD AND FERGUSON ROAD, 28.4 FEET EAST OF CENTERLINE OF FERGUSON
 JZ0721'ROAD, 24.8 FEET NORTH OF CENTERLINE OF WERK ROAD AND LEVEL WITH
 JZ0721'THE SIDEWALK, A CONCRETE POST SET FLUSH WITH THE GROUND.
 JZ0721
 JZ0721                          STATION RECOVERY (2004)
 JZ0721
 JZ0721'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0674 ***********************************************************************
 JZ0674  DESIGNATION -  1058
 JZ0674  PID         -  JZ0674
 JZ0674  STATE/COUNTY-  OH/HAMILTON
 JZ0674  USGS QUAD   -  COVINGTON (1987)
 JZ0674
 JZ0674                         *CURRENT SURVEY CONTROL
 JZ0674  ___________________________________________________________________
 JZ0674* NAD 83(1986)-  39 06 15.     (N)    084 32 20.     (W)     SCALED    
 JZ0674* NAVD 88     -       150.163  (meters)     492.66   (feet)  ADJUSTED  
 JZ0674  ___________________________________________________________________
 JZ0674  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0674  DYNAMIC HT  -         150.067 (meters)     492.34  (feet)  COMP
 JZ0674  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JZ0674
 JZ0674  VERT ORDER  -  FIRST     CLASS II
 JZ0674
 JZ0674.The horizontal coordinates were scaled from a topographic map and have
 JZ0674.an estimated accuracy of +/- 6 seconds.
 JZ0674
 JZ0674.The orthometric height was determined by differential leveling
 JZ0674.and adjusted by the National Geodetic Survey in June 1991..
 JZ0674
 JZ0674.The geoid height was determined by GEOID03.
 JZ0674
 JZ0674.The dynamic height is computed by dividing the NAVD 88
 JZ0674.geopotential number by the normal gravity value computed on the
 JZ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0674.degrees latitude (g = 980.6199 gals.).
 JZ0674
 JZ0674.The modeled gravity was interpolated from observed gravity values.
 JZ0674
 JZ0674;                    North         East    Units  Estimated Accuracy
 JZ0674;SPC OH S     -   124,570.      423,660.      MT  (+/- 180 meters Scaled)
 JZ0674
 JZ0674                          SUPERSEDED SURVEY CONTROL
 JZ0674
 JZ0674  NGVD 29 (??/??/92)  150.335  (m)          493.22   (f) ADJ UNCH    1 2
 JZ0674
 JZ0674.Superseded values are not recommended for survey control.
 JZ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0674.See file dsdata.txt to determine how the superseded data were derived.
 JZ0674
 JZ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ128312(NAD 83)
 JZ0674_MARKER: DD = SURVEY DISK
 JZ0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0674_SP_SET: SIDEWALK
 JZ0674_STAMPING: 1058 47
 JZ0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0674
 JZ0674  HISTORY     - Date     Condition        Report By
 JZ0674  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0674  HISTORY     - 1947     GOOD             NGS
 JZ0674  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ0674  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0674
 JZ0674                          STATION DESCRIPTION
 JZ0674
 JZ0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0674'AT CINCINNATI.
 JZ0674'AT CINCINNATI, AT THE NORTHEAST END OF THE EIGHTH STREET VIADUCT,
 JZ0674'30 FEET WEST OF THE CENTERLINE OF MC LEAN AVENUE, 23.2 FEET
 JZ0674'NORTH OF THE NORTH RAIL OF THE WEST-BOUND STREET-CAR TRACKS ON
 JZ0674'EIGHTH STREET, 4 FEET SOUTH OF THE PIER OF THE BALTIMORE AND
 JZ0674'OHIO RAILROAD BRIDGE OVER EIGHTH STREET, AND IN THE NORTH SIDEWALK.
 JZ0674
 JZ0674                          STATION RECOVERY (1985)
 JZ0674
 JZ0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0674'NOT RECOVERED, THE STREET CAR TRACKS NO LONGER EXIST AND NO MARK WAS
 JZ0674'FOUND IN THE NORTH SIDEWALK, MARK BELIEVED TO HAVE BEEN DESTROYED WHEN
 JZ0674'A NEW SIDEWALK WAS CONSTRUCTED AT THIS LOCATION, CONSIDER DESTROYED.
 JZ0674
 JZ0674                          STATION RECOVERY (1986)
 JZ0674
 JZ0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0646 ***********************************************************************
 KZ0646  DESIGNATION -  1059
 KZ0646  PID         -  KZ0646
 KZ0646  STATE/COUNTY-  OH/HARDIN
 KZ0646  USGS QUAD   -  MT VICTORY (1980)
 KZ0646
 KZ0646                         *CURRENT SURVEY CONTROL
 KZ0646  ___________________________________________________________________
 KZ0646* NAD 83(1986)-  40 30 59.     (N)    083 34 25.     (W)     SCALED    
 KZ0646* NAVD 88     -       322.506  (meters)    1058.09   (feet)  ADJUSTED  
 KZ0646  ___________________________________________________________________
 KZ0646  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 KZ0646  DYNAMIC HT  -         322.337 (meters)    1057.53  (feet)  COMP
 KZ0646  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 KZ0646
 KZ0646  VERT ORDER  -  SECOND    CLASS 0
 KZ0646
 KZ0646.The horizontal coordinates were scaled from a topographic map and have
 KZ0646.an estimated accuracy of +/- 6 seconds.
 KZ0646
 KZ0646.The orthometric height was determined by differential leveling
 KZ0646.and adjusted by the National Geodetic Survey in June 1991..
 KZ0646
 KZ0646.The geoid height was determined by GEOID03.
 KZ0646
 KZ0646.The dynamic height is computed by dividing the NAVD 88
 KZ0646.geopotential number by the normal gravity value computed on the
 KZ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0646.degrees latitude (g = 980.6199 gals.).
 KZ0646
 KZ0646.The modeled gravity was interpolated from observed gravity values.
 KZ0646
 KZ0646;                    North         East    Units  Estimated Accuracy
 KZ0646;SPC OH N     -    94,920.      509,020.      MT  (+/- 180 meters Scaled)
 KZ0646
 KZ0646                          SUPERSEDED SURVEY CONTROL
 KZ0646
 KZ0646  NGVD 29 (??/??/92)  322.697  (m)         1058.72   (f) ADJ UNCH    2 0
 KZ0646
 KZ0646.Superseded values are not recommended for survey control.
 KZ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0646.See file dsdata.txt to determine how the superseded data were derived.
 KZ0646
 KZ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE819882(NAD 83)
 KZ0646_MARKER: DD = SURVEY DISK
 KZ0646_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0646_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0646_STAMPING: OHIO 1059
 KZ0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0646
 KZ0646  HISTORY     - Date     Condition        Report By
 KZ0646  HISTORY     - UNK      MONUMENTED       USGS
 KZ0646  HISTORY     - 1936     GOOD             NGS
 KZ0646
 KZ0646                          STATION DESCRIPTION
 KZ0646
 KZ0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ0646'AT RIDGEWAY.
 KZ0646'AT RIDGEWAY, HARDIN COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO
 KZ0646'AND ST. LOUIS RAILWAY, 34 YARDS NORTHEAST OF THE STATION, AT THE
 KZ0646'CROSSING OF STATE HIGHWAY 292, 33 YARDS NORTH OF THE NORTH RAIL,
 KZ0646'33 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 292, 5.8 FEET
 KZ0646'SOUTH OF A FENCE, AND ABOUT 6 FEET LOWER THAN THE TRACK.  A UNITED
 KZ0646'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED OHIO 1059 AND
 KZ0646'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0806 ***********************************************************************
 JZ0806  DESIGNATION -  1059
 JZ0806  PID         -  JZ0806
 JZ0806  STATE/COUNTY-  OH/HAMILTON
 JZ0806  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0806
 JZ0806                         *CURRENT SURVEY CONTROL
 JZ0806  ___________________________________________________________________
 JZ0806* NAD 83(1986)-  39 14 00.     (N)    084 30 37.     (W)     SCALED    
 JZ0806* NAVD 88     -       251.966  (meters)     826.66   (feet)  ADJUSTED  
 JZ0806  ___________________________________________________________________
 JZ0806  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ0806  DYNAMIC HT  -         251.811 (meters)     826.15  (feet)  COMP
 JZ0806  MODELED GRAV-     980,007.7   (mgal)                       NAVD 88
 JZ0806
 JZ0806  VERT ORDER  -  FIRST     CLASS II
 JZ0806
 JZ0806.The horizontal coordinates were scaled from a topographic map and have
 JZ0806.an estimated accuracy of +/- 6 seconds.
 JZ0806
 JZ0806.The orthometric height was determined by differential leveling
 JZ0806.and adjusted by the National Geodetic Survey in June 1991..
 JZ0806
 JZ0806.The geoid height was determined by GEOID03.
 JZ0806
 JZ0806.The dynamic height is computed by dividing the NAVD 88
 JZ0806.geopotential number by the normal gravity value computed on the
 JZ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0806.degrees latitude (g = 980.6199 gals.).
 JZ0806
 JZ0806.The modeled gravity was interpolated from observed gravity values.
 JZ0806
 JZ0806;                    North         East    Units  Estimated Accuracy
 JZ0806;SPC OH S     -   138,850.      426,460.      MT  (+/- 180 meters Scaled)
 JZ0806
 JZ0806                          SUPERSEDED SURVEY CONTROL
 JZ0806
 JZ0806  NGVD 29 (??/??/92)  252.143  (m)          827.24   (f) ADJ UNCH    1 2
 JZ0806
 JZ0806.Superseded values are not recommended for survey control.
 JZ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0806.See file dsdata.txt to determine how the superseded data were derived.
 JZ0806
 JZ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ148456(NAD 83)
 JZ0806_MARKER: DD = SURVEY DISK
 JZ0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0806_SP_SET: GAS RAMP
 JZ0806_STAMPING: 1059 47
 JZ0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0806
 JZ0806  HISTORY     - Date     Condition        Report By
 JZ0806  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0806  HISTORY     - 1947     GOOD             NGS
 JZ0806
 JZ0806                          STATION DESCRIPTION
 JZ0806
 JZ0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0806'2 MI E FROM MOUNT HEALTHY.
 JZ0806'2.0 MILES EAST OF HAMILTON AVENUE AT MOUNT HEALTHY ALONG COMPTON
 JZ0806'ROAD, AT THE CAMPBELL FLYING SERVICE AIRPORT, 20.9 FEET SOUTHEAST
 JZ0806'OF THE SOUTHEAST CORNER OF THE OPERATION BUILDING, 8.6 FEET
 JZ0806'EAST OF THE WEST EDGE OF A CONCRETE GASOLINE RAMP, 60.9 FEET
 JZ0806'NORTHEAST OF THE NORTHEAST CORNER OF A SHED.  A DRILL IN THE GAS
 JZ0806'RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0772 ***********************************************************************
 JZ0772  DESIGNATION -  106
 JZ0772  PID         -  JZ0772
 JZ0772  STATE/COUNTY-  OH/HAMILTON
 JZ0772  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0772
 JZ0772                         *CURRENT SURVEY CONTROL
 JZ0772  ___________________________________________________________________
 JZ0772* NAD 83(1986)-  39 11 30.     (N)    084 34 08.     (W)     SCALED    
 JZ0772* NAVD 88     -       285.750  (meters)     937.50   (feet)  ADJUSTED  
 JZ0772  ___________________________________________________________________
 JZ0772  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ0772  DYNAMIC HT  -         285.573 (meters)     936.92  (feet)  COMP
 JZ0772  MODELED GRAV-     980,003.2   (mgal)                       NAVD 88
 JZ0772
 JZ0772  VERT ORDER  -  FIRST     CLASS II
 JZ0772
 JZ0772.The horizontal coordinates were scaled from a topographic map and have
 JZ0772.an estimated accuracy of +/- 6 seconds.
 JZ0772
 JZ0772.The orthometric height was determined by differential leveling
 JZ0772.and adjusted by the National Geodetic Survey in June 1991..
 JZ0772
 JZ0772.The geoid height was determined by GEOID03.
 JZ0772
 JZ0772.The dynamic height is computed by dividing the NAVD 88
 JZ0772.geopotential number by the normal gravity value computed on the
 JZ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0772.degrees latitude (g = 980.6199 gals.).
 JZ0772
 JZ0772.The modeled gravity was interpolated from observed gravity values.
 JZ0772
 JZ0772;                    North         East    Units  Estimated Accuracy
 JZ0772;SPC OH S     -   134,340.      421,290.      MT  (+/- 180 meters Scaled)
 JZ0772
 JZ0772                          SUPERSEDED SURVEY CONTROL
 JZ0772
 JZ0772  NGVD 29 (??/??/92)  285.93   (m)          938.1    (f) COMPUTED    1 2
 JZ0772
 JZ0772.Superseded values are not recommended for survey control.
 JZ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0772.See file dsdata.txt to determine how the superseded data were derived.
 JZ0772
 JZ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ099408(NAD 83)
 JZ0772_MARKER: DD = SURVEY DISK
 JZ0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0772_STAMPING: 106
 JZ0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0772+STABILITY: SURFACE MOTION
 JZ0772
 JZ0772  HISTORY     - Date     Condition        Report By
 JZ0772  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0772  HISTORY     - 1947     GOOD             NGS
 JZ0772  HISTORY     - 1966     MARK NOT FOUND   NGS
 JZ0772
 JZ0772                          STATION DESCRIPTION
 JZ0772
 JZ0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0772'2.9 MI SW FROM NORTH COLLEGE HILL.
 JZ0772'1.15 MILES SOUTH ALONG HAMILTON AVENUE FROM THE SCHOOL AT NORTH
 JZ0772'COLLEGE HILL, THENCE ABOUT 1.75 MILES SOUTHWEST ALONG NORTH BEND
 JZ0772'ROAD, 29 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, SET IN
 JZ0772'THE LAWN IN FRONT OF THE HOUSE AT 2546 NORTH BEND ROAD, 60 FEET
 JZ0772'EAST OF THE SOUTH CORNER OF THE HOUSE, 24 FEET NORTHEAST OF THE
 JZ0772'BLACK TOP DRIVE TO THE HOUSE, 1.5 FEET NORTHWEST OF THE NORTHWEST
 JZ0772'EDGE OF THE SIDE WALK, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN
 JZ0772'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- OCCUPANTS
 JZ0772'OF 2546 NORTH BEND ROAD  UNAWARE OF EXISTANCE.
 JZ0772
 JZ0772                          STATION RECOVERY (1966)
 JZ0772
 JZ0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0828 ***********************************************************************
 JZ0828  DESIGNATION -  1060
 JZ0828  PID         -  JZ0828
 JZ0828  STATE/COUNTY-  OH/HAMILTON
 JZ0828  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0828
 JZ0828                         *CURRENT SURVEY CONTROL
 JZ0828  ___________________________________________________________________
 JZ0828* NAD 83(1986)-  39 08 07.     (N)    084 30 37.     (W)     SCALED    
 JZ0828* NAVD 88     -       244.142  (meters)     800.99   (feet)  ADJUSTED  
 JZ0828  ___________________________________________________________________
 JZ0828  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0828  DYNAMIC HT  -         243.989 (meters)     800.49  (feet)  COMP
 JZ0828  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JZ0828
 JZ0828  VERT ORDER  -  FIRST     CLASS II
 JZ0828
 JZ0828.The horizontal coordinates were scaled from a topographic map and have
 JZ0828.an estimated accuracy of +/- 6 seconds.
 JZ0828
 JZ0828.The orthometric height was determined by differential leveling
 JZ0828.and adjusted by the National Geodetic Survey in June 1991..
 JZ0828
 JZ0828.The geoid height was determined by GEOID03.
 JZ0828
 JZ0828.The dynamic height is computed by dividing the NAVD 88
 JZ0828.geopotential number by the normal gravity value computed on the
 JZ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0828.degrees latitude (g = 980.6199 gals.).
 JZ0828
 JZ0828.The modeled gravity was interpolated from observed gravity values.
 JZ0828
 JZ0828;                    North         East    Units  Estimated Accuracy
 JZ0828;SPC OH S     -   127,970.      426,210.      MT  (+/- 180 meters Scaled)
 JZ0828
 JZ0828                          SUPERSEDED SURVEY CONTROL
 JZ0828
 JZ0828  NGVD 29 (??/??/92)  244.318  (m)          801.57   (f) ADJ UNCH    1 2
 JZ0828
 JZ0828.Superseded values are not recommended for survey control.
 JZ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0828.See file dsdata.txt to determine how the superseded data were derived.
 JZ0828
 JZ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ151347(NAD 83)
 JZ0828_MARKER: DD = SURVEY DISK
 JZ0828_SETTING: 0 = UNSPECIFIED SETTING
 JZ0828_STAMPING: 1060 47
 JZ0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0828
 JZ0828  HISTORY     - Date     Condition        Report By
 JZ0828  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0828  HISTORY     - 1947     GOOD             NGS
 JZ0828
 JZ0828                          STATION DESCRIPTION
 JZ0828
 JZ0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0828'AT CINCINNATI.
 JZ0828'AT CINCINNATI, AT SOUTHWEST CORNER OF JEFFERSON AVENUE AND WEST
 JZ0828'ST. CLAIR STREET, 8 FEET SOUTHWEST OF SOUTHWEST CURB OF JEFFERSON
 JZ0828'AVENUE, 30 FEET EAST OF EXTENDED EAST CURB LINE OF ST. CLAIR
 JZ0828'STREET, 1 FOOT SOUTHWEST OF SOUTHWEST EDGE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0827 ***********************************************************************
 JZ0827  DESIGNATION -  1061
 JZ0827  PID         -  JZ0827
 JZ0827  STATE/COUNTY-  OH/HAMILTON
 JZ0827  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0827
 JZ0827                         *CURRENT SURVEY CONTROL
 JZ0827  ___________________________________________________________________
 JZ0827* NAD 83(1986)-  39 08 26.     (N)    084 30 48.     (W)     SCALED    
 JZ0827* NAVD 88     -       225.862  (meters)     741.02   (feet)  ADJUSTED  
 JZ0827  ___________________________________________________________________
 JZ0827  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0827  DYNAMIC HT  -         225.721 (meters)     740.55  (feet)  COMP
 JZ0827  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JZ0827
 JZ0827  VERT ORDER  -  FIRST     CLASS II
 JZ0827
 JZ0827.The horizontal coordinates were scaled from a topographic map and have
 JZ0827.an estimated accuracy of +/- 6 seconds.
 JZ0827
 JZ0827.The orthometric height was determined by differential leveling
 JZ0827.and adjusted by the National Geodetic Survey in June 1991..
 JZ0827
 JZ0827.The geoid height was determined by GEOID03.
 JZ0827
 JZ0827.The dynamic height is computed by dividing the NAVD 88
 JZ0827.geopotential number by the normal gravity value computed on the
 JZ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0827.degrees latitude (g = 980.6199 gals.).
 JZ0827
 JZ0827.The modeled gravity was interpolated from observed gravity values.
 JZ0827
 JZ0827;                    North         East    Units  Estimated Accuracy
 JZ0827;SPC OH S     -   128,560.      425,960.      MT  (+/- 180 meters Scaled)
 JZ0827
 JZ0827                          SUPERSEDED SURVEY CONTROL
 JZ0827
 JZ0827  NGVD 29 (??/??/92)  226.038  (m)          741.59   (f) ADJ UNCH    1 2
 JZ0827
 JZ0827.Superseded values are not recommended for survey control.
 JZ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0827.See file dsdata.txt to determine how the superseded data were derived.
 JZ0827
 JZ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ149353(NAD 83)
 JZ0827_MARKER: DD = SURVEY DISK
 JZ0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0827_STAMPING: 1061 47
 JZ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0827+STABILITY: SURFACE MOTION
 JZ0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0827+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2005
 JZ0827
 JZ0827  HISTORY     - Date     Condition        Report By
 JZ0827  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0827  HISTORY     - 1947     GOOD             NGS
 JZ0827  HISTORY     - 20050923 GOOD             GEOCAC
 JZ0827
 JZ0827                          STATION DESCRIPTION
 JZ0827
 JZ0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0827'AT CINCINNATI.
 JZ0827'AT CINCINNATI, AT SOUTHEAST CORNER OF INTERSECTION OF JEFFERSON
 JZ0827'AVENUE AND BISHOP STREET IN FRONT OF 2-STORY BRICK HOUSE 3276,
 JZ0827'1 FOOT EAST OF EAST CURB OF JEFFERSON AVENUE, 84 FEET SOUTH OF
 JZ0827'SOUTH CURB OF BISHOP STREET, 28.5 FEET NORTH OF POLE 381 49.  A
 JZ0827'CONCRETE POST FLUSH WITH GROUND.
 JZ0827
 JZ0827                          STATION RECOVERY (2005)
 JZ0827
 JZ0827'RECOVERY NOTE BY GEOCACHING 2005 (RLW)
 JZ0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7164 ***********************************************************************
 DG7164  CBN         -  This is a Cooperative Base Network Control Station.
 DG7164  DESIGNATION -  1061
 DG7164  PID         -  DG7164
 DG7164  STATE/COUNTY-  OH/ERIE
 DG7164  USGS QUAD   -  BELLEVUE (1979)
 DG7164
 DG7164                         *CURRENT SURVEY CONTROL
 DG7164  ___________________________________________________________________
 DG7164* NAD 83(1995)-  41 20 27.45816(N)    082 50 36.94524(W)     ADJUSTED  
 DG7164* NAVD 88     -       234.4    (meters)     769.     (feet)  GPS OBS   
 DG7164  ___________________________________________________________________
 DG7164  X           -     597,454.284 (meters)                     COMP
 DG7164  Y           -  -4,758,452.781 (meters)                     COMP
 DG7164  Z           -   4,191,058.586 (meters)                     COMP
 DG7164  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DG7164  ELLIP HEIGHT-         199.14  (meters)          (09/23/04) GPS OBS
 DG7164  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DG7164
 DG7164  HORZ ORDER  -  A
 DG7164  ELLP ORDER  -  FOURTH    CLASS I
 DG7164
 DG7164.The horizontal coordinates were established by GPS observations
 DG7164.and adjusted by the National Geodetic Survey in September 2004..
 DG7164
 DG7164.The orthometric height was determined by GPS observations and a
 DG7164.high-resolution geoid model.
 DG7164
 DG7164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7164
 DG7164.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7164
 DG7164.The ellipsoidal height was determined by GPS observations
 DG7164.and is referenced to NAD 83.
 DG7164
 DG7164.The geoid height was determined by GEOID03.
 DG7164
 DG7164;                    North         East     Units Scale Factor Converg.
 DG7164;SPC OH N     -   185,981.679   571,242.480   MT  0.99995049   -0 13 32.6
 DG7164;UTM  17      - 4,578,247.577   345,749.079   MT  0.99989282   -1 13 04.8
 DG7164
 DG7164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7164!SPC OH N     -   0.99996877  x   0.99995049  =   0.99991926
 DG7164!UTM  17      -   0.99996877  x   0.99989282  =   0.99986159
 DG7164
 DG7164                          SUPERSEDED SURVEY CONTROL
 DG7164
 DG7164.No superseded survey control is available for this station.
 DG7164
 DG7164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4574978248(NAD 83)
 DG7164_MARKER: DB = BENCH MARK DISK
 DG7164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7164_STAMPING: 769.99
 DG7164_MARK LOGO: OH-043
 DG7164_PROJECTION: FLUSH
 DG7164_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7164+STABILITY: SURFACE MOTION
 DG7164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7164+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 DG7164
 DG7164  HISTORY     - Date     Condition        Report By
 DG7164  HISTORY     - 20030415 MONUMENTED       OH-043
 DG7164
 DG7164                          STATION DESCRIPTION
 DG7164
 DG7164'DESCRIBED BY ERIE COUNTY OH 2003 (GTF)
 DG7164'DESCRIBED BY WOOLPERT LLP IN 2003. (GTF)
 DG7164' 
 DG7164'THE STATION IS LOCATED IN GROTON TOWNSHIP,  3.4 MI  NORTH OF BELLEVUE,
 DG7164'6.6 MI NORTHEAST OF CLYDE, 8.0 MI SOUTHWEST OF  SANDUSKY, AND 4.6 MI
 DG7164'SOUTHWEST OF SAND HILL IN THE SOUTHEAST QUADRANT OF THE  INTERSECTION
 DG7164'OF NORTHWEST ROAD AND PORTLAND ROAD.
 DG7164' 
 DG7164'TO REACH THE STATION FROM THE INTERSECTION OF US 20 AND STATE  ROUTE
 DG7164'269 IN BELLEVUE, GO NORTH ALONG STATE ROUTE 269 FOR 0.1 MI TO
 DG7164'NORTHWEST ROAD. BEAR LEFT AND GO NORTH ALONG NORTHWEST ROAD  FOR 4.5
 DG7164'MI TO THE STATION ON THE RIGHT JUST BEFORE PORTLAND ROAD  (COUNTY ROAD
 DG7164'32).
 DG7164' 
 DG7164'THE STATION IS AN ERIE COUNTY BENCH MARK DISK SET IN CONCRETE AND
 DG7164'FLUSH  WITH THE GROUND. THE STATION IS 26.5 FT SOUTH OF A  POWER POLE,
 DG7164'32.0 FT SOUTHWEST OF A VERIZON SIGN READING -DO NOT  DIG, 47.4 FT
 DG7164'SOUTH OF THE CENTERLINE OF PORTLAND ROAD, AND 18.2 FT  EAST OF THE
 DG7164'CENTERLINE OF NORTHWEST ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1265 ***********************************************************************
 KY1265  DESIGNATION -  1062
 KY1265  PID         -  KY1265
 KY1265  STATE/COUNTY-  OH/STARK
 KY1265  USGS QUAD   -  CANTON WEST (1985)
 KY1265
 KY1265                         *CURRENT SURVEY CONTROL
 KY1265  ___________________________________________________________________
 KY1265* NAD 83(1986)-  40 47 54.     (N)    081 22 29.     (W)     SCALED    
 KY1265* NAVD 88     -       323.368  (meters)    1060.92   (feet)  ADJUSTED  
 KY1265  ___________________________________________________________________
 KY1265  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KY1265  DYNAMIC HT  -         323.215 (meters)    1060.41  (feet)  COMP
 KY1265  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 KY1265
 KY1265  VERT ORDER  -  FIRST     CLASS I
 KY1265
 KY1265.The horizontal coordinates were scaled from a topographic map and have
 KY1265.an estimated accuracy of +/- 6 seconds.
 KY1265
 KY1265.The orthometric height was determined by differential leveling
 KY1265.and adjusted by the National Geodetic Survey in June 1991..
 KY1265
 KY1265.The geoid height was determined by GEOID03.
 KY1265
 KY1265.The dynamic height is computed by dividing the NAVD 88
 KY1265.geopotential number by the normal gravity value computed on the
 KY1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1265.degrees latitude (g = 980.6199 gals.).
 KY1265
 KY1265.The modeled gravity was interpolated from observed gravity values.
 KY1265
 KY1265;                    North         East    Units  Estimated Accuracy
 KY1265;SPC OH N     -   126,280.      694,960.      MT  (+/- 180 meters Scaled)
 KY1265
 KY1265                          SUPERSEDED SURVEY CONTROL
 KY1265
 KY1265  NGVD 29 (??/??/92)  323.556  (m)         1061.53   (f) ADJ UNCH    1 1
 KY1265
 KY1265.Superseded values are not recommended for survey control.
 KY1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1265.See file dsdata.txt to determine how the superseded data were derived.
 KY1265
 KY1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF683164(NAD 83)
 KY1265_MARKER: DD = SURVEY DISK
 KY1265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1265_SP_SET: BUILDING
 KY1265_STAMPING: 1062 CANTON
 KY1265_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1265
 KY1265  HISTORY     - Date     Condition        Report By
 KY1265  HISTORY     - 1966     MONUMENTED       USGS
 KY1265  HISTORY     - 1966     GOOD             NGS
 KY1265  HISTORY     - 19930723 GOOD             OHDT
 KY1265  HISTORY     - 20051105 GOOD             USPSQD
 KY1265
 KY1265                          STATION DESCRIPTION
 KY1265
 KY1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1265'AT CANTON.
 KY1265'AT CANTON, AT THE INTERSECTION OF MARKET AVENUE AND TUSCARAWAS
 KY1265'STREET, SET VERTICALLY IN THE SOUTH FACE OF THE CENTER ONE
 KY1265'OF THREE SOUTHEAST CORNERS OF THE COUNTY COURTHOUSE, 48 FEET
 KY1265'WEST OF THE WEST CURB OF MARKET AVENUE, 48 FEET NORTH OF THE
 KY1265'NORTH CURB OF TUSCARAWAS STREET, 1.6 FEET WEST OF THE SOUTHEAST
 KY1265'CORNER OF THE BUILDING, 4.2 FEET ABOVE THE LEVEL OF THE
 KY1265'SIDEWALK AND 5 FEET ABOVE THE LEVEL OF THE STREET.
 KY1265
 KY1265                          STATION RECOVERY (1993)
 KY1265
 KY1265'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY1265'RECOVERED IN GOOD CONDITION.
 KY1265
 KY1265                          STATION RECOVERY (2005)
 KY1265
 KY1265'RECOVERY NOTE BY US POWER SQUADRON 2005
 KY1265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0829 ***********************************************************************
 JZ0829  DESIGNATION -  1062
 JZ0829  PID         -  JZ0829
 JZ0829  STATE/COUNTY-  OH/HAMILTON
 JZ0829  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0829
 JZ0829                         *CURRENT SURVEY CONTROL
 JZ0829  ___________________________________________________________________
 JZ0829* NAD 83(1986)-  39 08 07.     (N)    084 30 23.     (W)     SCALED    
 JZ0829* NAVD 88     -       227.375  (meters)     745.98   (feet)  ADJUSTED  
 JZ0829  ___________________________________________________________________
 JZ0829  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0829  DYNAMIC HT  -         227.232 (meters)     745.51  (feet)  COMP
 JZ0829  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 JZ0829
 JZ0829  VERT ORDER  -  FIRST     CLASS II
 JZ0829
 JZ0829.The horizontal coordinates were scaled from a topographic map and have
 JZ0829.an estimated accuracy of +/- 6 seconds.
 JZ0829
 JZ0829.The orthometric height was determined by differential leveling
 JZ0829.and adjusted by the National Geodetic Survey in June 1991..
 JZ0829
 JZ0829.The geoid height was determined by GEOID03.
 JZ0829
 JZ0829.The dynamic height is computed by dividing the NAVD 88
 JZ0829.geopotential number by the normal gravity value computed on the
 JZ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0829.degrees latitude (g = 980.6199 gals.).
 JZ0829
 JZ0829.The modeled gravity was interpolated from observed gravity values.
 JZ0829
 JZ0829;                    North         East    Units  Estimated Accuracy
 JZ0829;SPC OH S     -   127,960.      426,550.      MT  (+/- 180 meters Scaled)
 JZ0829
 JZ0829                          SUPERSEDED SURVEY CONTROL
 JZ0829
 JZ0829  NGVD 29 (??/??/92)  227.550  (m)          746.55   (f) ADJ UNCH    1 2
 JZ0829
 JZ0829.Superseded values are not recommended for survey control.
 JZ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0829.See file dsdata.txt to determine how the superseded data were derived.
 JZ0829
 JZ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ155347(NAD 83)
 JZ0829_MARKER: DD = SURVEY DISK
 JZ0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0829_STAMPING: 1062 47
 JZ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0829+STABILITY: SURFACE MOTION
 JZ0829
 JZ0829  HISTORY     - Date     Condition        Report By
 JZ0829  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0829  HISTORY     - 1947     GOOD             NGS
 JZ0829
 JZ0829                          STATION DESCRIPTION
 JZ0829
 JZ0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0829'AT CINCINNATI.
 JZ0829'AT CINCINNATI, AT JUNCTION OF EDEN AVENUE AND MELISH AVENUE,
 JZ0829'61 FEET SOUTH OF CENTER LINE OF MELISH AVENUE, 4.1 FEET EAST OF
 JZ0829'EAST CURB OF EDEN AVENUE, 0.8 FEET WEST OF WEST EDGE OF SIDEWALK.
 JZ0829'A CONCRETE POST SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0586 ***********************************************************************
 MB0586  DESIGNATION -  1064
 MB0586  PID         -  MB0586
 MB0586  STATE/COUNTY-  OH/MAHONING
 MB0586  USGS QUAD   -  LAKE MILTON (1979)
 MB0586
 MB0586                         *CURRENT SURVEY CONTROL
 MB0586  ___________________________________________________________________
 MB0586* NAD 83(1986)-  41 03 48.     (N)    080 53 13.     (W)     SCALED    
 MB0586* NAVD 88     -       329.122  (meters)    1079.79   (feet)  ADJUSTED  
 MB0586  ___________________________________________________________________
 MB0586  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB0586  DYNAMIC HT  -         328.971 (meters)    1079.30  (feet)  COMP
 MB0586  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 MB0586
 MB0586  VERT ORDER  -  FIRST     CLASS II
 MB0586
 MB0586.The horizontal coordinates were scaled from a topographic map and have
 MB0586.an estimated accuracy of +/- 6 seconds.
 MB0586
 MB0586.The orthometric height was determined by differential leveling
 MB0586.and adjusted by the National Geodetic Survey in June 1991..
 MB0586
 MB0586.The geoid height was determined by GEOID03.
 MB0586
 MB0586.The dynamic height is computed by dividing the NAVD 88
 MB0586.geopotential number by the normal gravity value computed on the
 MB0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0586.degrees latitude (g = 980.6199 gals.).
 MB0586
 MB0586.The modeled gravity was interpolated from observed gravity values.
 MB0586
 MB0586;                    North         East    Units  Estimated Accuracy
 MB0586;SPC OH N     -   156,350.      735,570.      MT  (+/- 180 meters Scaled)
 MB0586
 MB0586                          SUPERSEDED SURVEY CONTROL
 MB0586
 MB0586  NGVD 29 (??/??/92)  329.293  (m)         1080.36   (f) ADJ UNCH    1 2
 MB0586
 MB0586.Superseded values are not recommended for survey control.
 MB0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0586.See file dsdata.txt to determine how the superseded data were derived.
 MB0586
 MB0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF094457(NAD 83)
 MB0586_MARKER: DD = SURVEY DISK
 MB0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0586_STAMPING: 1064 1064.514
 MB0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0586+STABILITY: SURFACE MOTION
 MB0586
 MB0586  HISTORY     - Date     Condition        Report By
 MB0586  HISTORY     - UNK      MONUMENTED       OH-099
 MB0586  HISTORY     - 1950     GOOD             NGS
 MB0586  HISTORY     - 20060428 MARK NOT FOUND   GEOCAC
 MB0586
 MB0586                          STATION DESCRIPTION
 MB0586
 MB0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0586'AT ROSEMONT.
 MB0586'ABOUT 0.3 MILE WEST OF THE PENNSYLVANIA RAILROAD, AT THE
 MB0586'INTERSECTION OF THE ELLSWORTH-PALMYRA ROAD AND THE ELLSWORTH
 MB0586'STATION-BAILEYS CORNER ROAD, IT IS 36 FEET NORTHEAST OF THE
 MB0586'CENTERLINE OF THE ELLSWORTH-PALMYRA ROAD, 25 FEET EAST OF THE
 MB0586'CENTERLINE OF THE ELLSWORTH STATION-BAILEYS CORNER ROAD, 42 FEET
 MB0586'NORTHWEST OF THE NORTHWEST END OF A CONCRETE HEADWALL FOR A 2
 MB0586'FOOT BOX CULVERT UNDER THE ELLSWORTH-PALMYRA ROAD AND 2 FEET
 MB0586'NORTHEAST OF A WHITE WITNESS POST.  A USGS DISK SET IN THE TOP
 MB0586'OF A PRECAST CONCRETE POST PROJECTING 8 INCHES AND ABOUT 2 BELOW
 MB0586'THE LEVEL OF THE ROADS.
 MB0586
 MB0586                          STATION RECOVERY (2006)
 MB0586
 MB0586'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1101 ***********************************************************************
 KZ1101  DESIGNATION -  1064
 KZ1101  PID         -  KZ1101
 KZ1101  STATE/COUNTY-  OH/MORROW
 KZ1101  USGS QUAD   -  MOUNT GILEAD (1987)
 KZ1101
 KZ1101                         *CURRENT SURVEY CONTROL
 KZ1101  ___________________________________________________________________
 KZ1101* NAD 83(1986)-  40 33 41.     (N)    082 51 47.     (W)     SCALED    
 KZ1101* NAVD 88     -       323.499  (meters)    1061.35   (feet)  ADJUSTED  
 KZ1101  ___________________________________________________________________
 KZ1101  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KZ1101  DYNAMIC HT  -         323.335 (meters)    1060.81  (feet)  COMP
 KZ1101  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 KZ1101
 KZ1101  VERT ORDER  -  FIRST     CLASS I
 KZ1101
 KZ1101.The horizontal coordinates were scaled from a topographic map and have
 KZ1101.an estimated accuracy of +/- 6 seconds.
 KZ1101
 KZ1101.The orthometric height was determined by differential leveling
 KZ1101.and adjusted by the National Geodetic Survey in June 1991..
 KZ1101.WARNING-Repeat measurements at this control monument indicate possible
 KZ1101.vertical movement.
 KZ1101
 KZ1101.The geoid height was determined by GEOID03.
 KZ1101
 KZ1101.The dynamic height is computed by dividing the NAVD 88
 KZ1101.geopotential number by the normal gravity value computed on the
 KZ1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1101.degrees latitude (g = 980.6199 gals.).
 KZ1101
 KZ1101.The modeled gravity was interpolated from observed gravity values.
 KZ1101
 KZ1101;                    North         East    Units  Estimated Accuracy
 KZ1101;SPC OH N     -    99,420.      569,250.      MT  (+/- 180 meters Scaled)
 KZ1101
 KZ1101                          SUPERSEDED SURVEY CONTROL
 KZ1101
 KZ1101  NGVD 29 (??/??/92)  323.646  (m)         1061.83   (f) ADJ UNCH    1 1
 KZ1101
 KZ1101.Superseded values are not recommended for survey control.
 KZ1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1101.See file dsdata.txt to determine how the superseded data were derived.
 KZ1101
 KZ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE422917(NAD 83)
 KZ1101_MARKER: P = PIPE CAP
 KZ1101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1101_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1101_STAMPING: 1064
 KZ1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1101
 KZ1101  HISTORY     - Date     Condition        Report By
 KZ1101  HISTORY     - UNK      MONUMENTED       USGS
 KZ1101  HISTORY     - 1967     GOOD             NGS
 KZ1101
 KZ1101                          STATION DESCRIPTION
 KZ1101
 KZ1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1101'AT EDISON.
 KZ1101'AT EDISON, ABOUT 0.4 MILE NORTH ALONG THE NEW YORK CENTRAL
 KZ1101'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 95, ABOUT 7 RAILS
 KZ1101'SOUTHWEST OF THE CROSSING OF COUNTY ROAD NO. 9, NEAR A RAILROAD
 KZ1101'CROSSING, 74 FEET WEST OF AND ACROSS BOTH TRACKS FROM THE WEST
 KZ1101'CORNER OF A SWITCH TOWER, 44.8 FEET NORTHWEST OF THE NORTHWEST RAIL
 KZ1101'OF THE NORTH-SOUTH TRACK, 19.6 FEET SOUTHWEST OF THE SOUTHWEST
 KZ1101'RAIL OF THE NORTHWEST-SOUTHEAST TRACK, 1.5 FEET EAST OF A METAL
 KZ1101'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND PROJECTS 2 INCHES
 KZ1101'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0315 ***********************************************************************
 LA0315  DESIGNATION -  1065 OHIO
 LA0315  PID         -  LA0315
 LA0315  STATE/COUNTY-  OH/DARKE
 LA0315  USGS QUAD   -  COSMOS (1994)
 LA0315
 LA0315                         *CURRENT SURVEY CONTROL
 LA0315  ___________________________________________________________________
 LA0315* NAD 83(1986)-  40 18 36.     (N)    084 48 13.     (W)     SCALED    
 LA0315* NAVD 88     -       324.455  (meters)    1064.48   (feet)  ADJUSTED  
 LA0315  ___________________________________________________________________
 LA0315  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LA0315  DYNAMIC HT  -         324.291 (meters)    1063.94  (feet)  COMP
 LA0315  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 LA0315
 LA0315  VERT ORDER  -  SECOND    CLASS 0
 LA0315
 LA0315.The horizontal coordinates were scaled from a topographic map and have
 LA0315.an estimated accuracy of +/- 6 seconds.
 LA0315
 LA0315.The orthometric height was determined by differential leveling
 LA0315.and adjusted by the National Geodetic Survey in June 1991..
 LA0315
 LA0315.The geoid height was determined by GEOID03.
 LA0315
 LA0315.The dynamic height is computed by dividing the NAVD 88
 LA0315.geopotential number by the normal gravity value computed on the
 LA0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0315.degrees latitude (g = 980.6199 gals.).
 LA0315
 LA0315.The modeled gravity was interpolated from observed gravity values.
 LA0315
 LA0315;                    North         East    Units  Estimated Accuracy
 LA0315;SPC OH S     -   258,950.      404,190.      MT  (+/- 180 meters Scaled)
 LA0315
 LA0315                          SUPERSEDED SURVEY CONTROL
 LA0315
 LA0315  NGVD 29 (??/??/92)  324.606  (m)         1064.98   (f) ADJ UNCH    2 0
 LA0315
 LA0315.Superseded values are not recommended for survey control.
 LA0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0315.See file dsdata.txt to determine how the superseded data were derived.
 LA0315
 LA0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK866644(NAD 83)
 LA0315_MARKER: P = PIPE CAP
 LA0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0315_STAMPING: OHIO 1065 OHIO
 LA0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0315+STABILITY: SURFACE MOTION
 LA0315
 LA0315  HISTORY     - Date     Condition        Report By
 LA0315  HISTORY     - UNK      MONUMENTED       USGS
 LA0315  HISTORY     - 1947     GOOD             NGS
 LA0315
 LA0315                          STATION DESCRIPTION
 LA0315
 LA0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0315'1.6 MI W FROM BUCKS CORNER.
 LA0315'ABOUT 1.55 MILES WEST ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 LA0315'AT BUCKS CORNER, AT THE INDIANA-OHIO STATE LINE, 21 FEET EAST
 LA0315'OF THE CENTER LINE OF THE STATE LINE ROAD, 29 FEET NORTH OF THE
 LA0315'CENTER LINE OF THE BLACK TOP ROAD LEDING EAST, 7.5 FEET
 LA0315'NORTH-NORTHEAST OF A 12 BY 12-INCH CONCRETE FENCE CORNER POST,
 LA0315'AND PROJECTING ABOUT 15 INCHES.  NOTE-- THIS MARK IS LEANING TO
 LA0315'THE SOUTHWEST.  THE ROD WAS HELD ON THE HIGH POINT OF THE NORTHEAST
 LA0315'EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1276 ***********************************************************************
 KY1276  DESIGNATION -  1067.24
 KY1276  PID         -  KY1276
 KY1276  STATE/COUNTY-  OH/STARK
 KY1276  USGS QUAD   -  CANTON WEST (1985)
 KY1276
 KY1276                         *CURRENT SURVEY CONTROL
 KY1276  ___________________________________________________________________
 KY1276* NAD 83(1986)-  40 46 59.     (N)    081 26 47.     (W)     SCALED    
 KY1276* NAVD 88     -       325.304  (meters)    1067.27   (feet)  ADJUSTED  
 KY1276  ___________________________________________________________________
 KY1276  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KY1276  DYNAMIC HT  -         325.153 (meters)    1066.77  (feet)  COMP
 KY1276  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 KY1276
 KY1276  VERT ORDER  -  FIRST     CLASS I
 KY1276
 KY1276.The horizontal coordinates were scaled from a topographic map and have
 KY1276.an estimated accuracy of +/- 6 seconds.
 KY1276
 KY1276.The orthometric height was determined by differential leveling
 KY1276.and adjusted by the National Geodetic Survey in June 1991..
 KY1276
 KY1276.The geoid height was determined by GEOID03.
 KY1276
 KY1276.The dynamic height is computed by dividing the NAVD 88
 KY1276.geopotential number by the normal gravity value computed on the
 KY1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1276.degrees latitude (g = 980.6199 gals.).
 KY1276
 KY1276.The modeled gravity was interpolated from observed gravity values.
 KY1276
 KY1276;                    North         East    Units  Estimated Accuracy
 KY1276;SPC OH N     -   124,510.      688,930.      MT  (+/- 180 meters Scaled)
 KY1276
 KY1276                          SUPERSEDED SURVEY CONTROL
 KY1276
 KY1276  NGVD 29 (??/??/92)  325.492  (m)         1067.88   (f) ADJ UNCH    1 1
 KY1276
 KY1276.Superseded values are not recommended for survey control.
 KY1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1276.See file dsdata.txt to determine how the superseded data were derived.
 KY1276
 KY1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF623147(NAD 83)
 KY1276_MARKER: DD = SURVEY DISK
 KY1276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1276_SP_SET: CULVERT
 KY1276_STAMPING: 1067.24
 KY1276_MARK LOGO: OH-151
 KY1276_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1276
 KY1276  HISTORY     - Date     Condition        Report By
 KY1276  HISTORY     - 1966     MONUMENTED       OH-151
 KY1276  HISTORY     - 1966     GOOD             CGS
 KY1276  HISTORY     - 19911129 GOOD             OHDT
 KY1276  HISTORY     - 20060531 MARK NOT FOUND   GEOCAC
 KY1276
 KY1276                          STATION DESCRIPTION
 KY1276
 KY1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1276'3.9 MI W FROM CANTON.
 KY1276'ABOUT 3.75 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1276'STATION AT CANTON, THENCE 0.15 MILE SOUTH ALONG PERRY DRIVE, IN
 KY1276'SECTION 14, R 9 W, T 10 N, ABOUT 0.1 MILE NORTH OF THE
 KY1276'INTERSECTION OF THE PERRY DRIVE AND CANTON-MASSILLON ROAD, SET
 KY1276'ON THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL FOR
 KY1276'A 6-FOOT BOX CULVERT FOR SMALL STREAM UNDER DRIVE, 18 FEET
 KY1276'WEST OF THE CENTER LINE OF THE DRIVE, 3 1/2 FEET NORTH OF THE
 KY1276'SOUTH END OF THE HEAD WALL AND 1/2 FOOT BELOW THE LEVEL OF THE
 KY1276'ROAD.
 KY1276
 KY1276                          STATION RECOVERY (1991)
 KY1276
 KY1276'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (SJ)
 KY1276'------- REPORT BY ODOT -------1991--------- CONDITION - GOOD --------
 KY1276'NOTE*CANTON-MASSILLON ROAD IS NOW CALLED SOUTHWAY STREET.
 KY1276
 KY1276                          STATION RECOVERY (2006)
 KY1276
 KY1276'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1276'THE CULVERT HAS BEEN REPLACED AND THE HEADWALL IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1213 ***********************************************************************
 KY1213  DESIGNATION -  1069
 KY1213  PID         -  KY1213
 KY1213  STATE/COUNTY-  OH/MAHONING
 KY1213  USGS QUAD   -  SALEM (1994)
 KY1213
 KY1213                         *CURRENT SURVEY CONTROL
 KY1213  ___________________________________________________________________
 KY1213* NAD 83(1986)-  40 54 03.     (N)    080 45 52.     (W)     SCALED    
 KY1213* NAVD 88     -       325.571  (meters)    1068.14   (feet)  ADJUSTED  
 KY1213  ___________________________________________________________________
 KY1213  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KY1213  DYNAMIC HT  -         325.413 (meters)    1067.63  (feet)  COMP
 KY1213  MODELED GRAV-     980,131.1   (mgal)                       NAVD 88
 KY1213
 KY1213  VERT ORDER  -  SECOND    CLASS 0
 KY1213
 KY1213.The horizontal coordinates were scaled from a topographic map and have
 KY1213.an estimated accuracy of +/- 6 seconds.
 KY1213
 KY1213.The orthometric height was determined by differential leveling
 KY1213.and adjusted by the National Geodetic Survey in June 1991..
 KY1213
 KY1213.The geoid height was determined by GEOID03.
 KY1213
 KY1213.The dynamic height is computed by dividing the NAVD 88
 KY1213.geopotential number by the normal gravity value computed on the
 KY1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1213.degrees latitude (g = 980.6199 gals.).
 KY1213
 KY1213.The modeled gravity was interpolated from observed gravity values.
 KY1213
 KY1213;                    North         East    Units  Estimated Accuracy
 KY1213;SPC OH N     -   138,500.      746,220.      MT  (+/- 180 meters Scaled)
 KY1213
 KY1213                          SUPERSEDED SURVEY CONTROL
 KY1213
 KY1213  NGVD 29 (??/??/92)  325.715  (m)         1068.62   (f) ADJ UNCH    2 0
 KY1213
 KY1213.Superseded values are not recommended for survey control.
 KY1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1213.See file dsdata.txt to determine how the superseded data were derived.
 KY1213
 KY1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF198277(NAD 83)
 KY1213_MARKER: DD = SURVEY DISK
 KY1213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1213_SP_SET: BUILDING
 KY1213_STAMPING: 1069 1906
 KY1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1213+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 KY1213
 KY1213  HISTORY     - Date     Condition        Report By
 KY1213  HISTORY     - 1906     MONUMENTED       USGS
 KY1213  HISTORY     - 1950     GOOD             NGS
 KY1213  HISTORY     - 20060321 GOOD             GEOCAC
 KY1213
 KY1213                          STATION DESCRIPTION
 KY1213
 KY1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1213'AT WASHINGTONVILLE.
 KY1213'IN THE SOUTH FACE OF THE TRINITY EVANGELICAL LUTHERAN CHURCH
 KY1213'AT WASHINGTONVILLE, 4 FEET WEST OF THE SOUTHEAST CORNER.  A
 KY1213'USGS DISK CEMENTED IN A DRILLED HOLE ABOUT 4 FEET ABOVE THE LEVEL
 KY1213'OF THE WALK.  THIS IS A VERTICAL MARK.
 KY1213
 KY1213                          STATION RECOVERY (2006)
 KY1213
 KY1213'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0909 ***********************************************************************
 JY0909  DESIGNATION -  1071
 JY0909  PID         -  JY0909
 JY0909  STATE/COUNTY-  OH/MADISON
 JY0909  USGS QUAD   -  WALNUT RUN (1984)
 JY0909
 JY0909                         *CURRENT SURVEY CONTROL
 JY0909  ___________________________________________________________________
 JY0909* NAD 83(1986)-  39 50 17.     (N)    083 27 58.     (W)     SCALED    
 JY0909* NAVD 88     -       326.430  (meters)    1070.96   (feet)  ADJUSTED  
 JY0909  ___________________________________________________________________
 JY0909  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JY0909  DYNAMIC HT  -         326.255 (meters)    1070.39  (feet)  COMP
 JY0909  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 JY0909
 JY0909  VERT ORDER  -  SECOND    CLASS 0
 JY0909
 JY0909.The horizontal coordinates were scaled from a topographic map and have
 JY0909.an estimated accuracy of +/- 6 seconds.
 JY0909
 JY0909.The orthometric height was determined by differential leveling
 JY0909.and adjusted by the National Geodetic Survey in June 1991..
 JY0909
 JY0909.The geoid height was determined by GEOID03.
 JY0909
 JY0909.The dynamic height is computed by dividing the NAVD 88
 JY0909.geopotential number by the normal gravity value computed on the
 JY0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0909.degrees latitude (g = 980.6199 gals.).
 JY0909
 JY0909.The modeled gravity was interpolated from observed gravity values.
 JY0909
 JY0909;                    North         East    Units  Estimated Accuracy
 JY0909;SPC OH S     -   204,490.      517,310.      MT  (+/- 180 meters Scaled)
 JY0909
 JY0909                          SUPERSEDED SURVEY CONTROL
 JY0909
 JY0909  NGVD 29 (??/??/92)  326.609  (m)         1071.55   (f) ADJ UNCH    2 0
 JY0909
 JY0909.Superseded values are not recommended for survey control.
 JY0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0909.See file dsdata.txt to determine how the superseded data were derived.
 JY0909
 JY0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE889126(NAD 83)
 JY0909_MARKER: DD = SURVEY DISK
 JY0909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0909_SP_SET: BUILDING
 JY0909_STAMPING: 1071
 JY0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0909
 JY0909  HISTORY     - Date     Condition        Report By
 JY0909  HISTORY     - UNK      MONUMENTED       USGS
 JY0909  HISTORY     - 1934     GOOD             NGS
 JY0909
 JY0909                          STATION DESCRIPTION
 JY0909
 JY0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY0909'2.7 MI S FROM LONDON.
 JY0909'2.7 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE SOUTH
 JY0909'CORPORATION LIMIT OF LONDON, MADISON COUNTY, IN THE WEST SIDE
 JY0909'OF THE SCHOOLHOUSE AT NEWPORT, 1.1 FEET NORTH OF THE SOUTHWEST
 JY0909'CORNER, AND 2.3 FEET ABOVE GROUND.  A UNITED STATES GEOLOGICAL
 JY0909'SURVEY STANDARD DISK, STAMPED 1071 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0917 ***********************************************************************
 JY0917  DESIGNATION -  1072
 JY0917  PID         -  JY0917
 JY0917  STATE/COUNTY-  OH/MADISON
 JY0917  USGS QUAD   -  MIDWAY (1974)
 JY0917
 JY0917                         *CURRENT SURVEY CONTROL
 JY0917  ___________________________________________________________________
 JY0917* NAD 83(1986)-  39 44 00.     (N)    083 28 37.     (W)     SCALED    
 JY0917* NAVD 88     -       326.564  (meters)    1071.40   (feet)  ADJUSTED  
 JY0917  ___________________________________________________________________
 JY0917  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JY0917  DYNAMIC HT  -         326.388 (meters)    1070.82  (feet)  COMP
 JY0917  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 JY0917
 JY0917  VERT ORDER  -  SECOND    CLASS 0
 JY0917
 JY0917.The horizontal coordinates were scaled from a topographic map and have
 JY0917.an estimated accuracy of +/- 6 seconds.
 JY0917
 JY0917.The orthometric height was determined by differential leveling
 JY0917.and adjusted by the National Geodetic Survey in June 1991..
 JY0917
 JY0917.The geoid height was determined by GEOID03.
 JY0917
 JY0917.The dynamic height is computed by dividing the NAVD 88
 JY0917.geopotential number by the normal gravity value computed on the
 JY0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0917.degrees latitude (g = 980.6199 gals.).
 JY0917
 JY0917.The modeled gravity was interpolated from observed gravity values.
 JY0917
 JY0917;                    North         East    Units  Estimated Accuracy
 JY0917;SPC OH S     -   192,880.      516,260.      MT  (+/- 180 meters Scaled)
 JY0917
 JY0917                          SUPERSEDED SURVEY CONTROL
 JY0917
 JY0917  NGVD 29 (??/??/92)  326.747  (m)         1072.00   (f) ADJ UNCH    2 0
 JY0917
 JY0917.Superseded values are not recommended for survey control.
 JY0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0917.See file dsdata.txt to determine how the superseded data were derived.
 JY0917
 JY0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE877010(NAD 83)
 JY0917_MARKER: DB = BENCH MARK DISK
 JY0917_SETTING: 0 = UNSPECIFIED SETTING
 JY0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0917
 JY0917  HISTORY     - Date     Condition        Report By
 JY0917  HISTORY     - UNK      MONUMENTED       USGS
 JY0917  HISTORY     - 1934     GOOD             NGS
 JY0917
 JY0917                          STATION DESCRIPTION
 JY0917
 JY0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY0917'AT SEDALIA.
 JY0917'AT SEDALIA, MADISON COUNTY, AT THE CENTER OF THE TOWN, 16 YARDS
 JY0917'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF MAIN AND FEDERAL
 JY0917'STREETS, 190 YARDS NORTH OF THE HIGH SCHOOL, 2.3 FEET SOUTH OF A
 JY0917'POLE, AND IN THE TOP OF A STONE MONUMENT.  THE SHANK OF A
 JY0917'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.  NOTE-- THE
 JY0917'ALUMINUM DISK MENTIONED IN PREVIOUS DESCRIPTIONS BY THE
 JY0917'U.S. GEOLOGICAL SURVEY HAS BEEN COMPLETELY DESTROYED BY THE
 JY0917'SHANK OF THE MARK REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0910 ***********************************************************************
 JY0910  DESIGNATION -  1072
 JY0910  PID         -  JY0910
 JY0910  STATE/COUNTY-  OH/MADISON
 JY0910  USGS QUAD   -  WALNUT RUN (1984)
 JY0910
 JY0910                         *CURRENT SURVEY CONTROL
 JY0910  ___________________________________________________________________
 JY0910* NAD 83(1986)-  39 49 30.     (N)    083 27 55.     (W)     SCALED    
 JY0910* NAVD 88     -       326.630  (meters)    1071.62   (feet)  ADJUSTED  
 JY0910  ___________________________________________________________________
 JY0910  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JY0910  DYNAMIC HT  -         326.455 (meters)    1071.04  (feet)  COMP
 JY0910  MODELED GRAV-     980,081.3   (mgal)                       NAVD 88
 JY0910
 JY0910  VERT ORDER  -  SECOND    CLASS 0
 JY0910
 JY0910.The horizontal coordinates were scaled from a topographic map and have
 JY0910.an estimated accuracy of +/- 6 seconds.
 JY0910
 JY0910.The orthometric height was determined by differential leveling
 JY0910.and adjusted by the National Geodetic Survey in June 1991..
 JY0910
 JY0910.The geoid height was determined by GEOID03.
 JY0910
 JY0910.The dynamic height is computed by dividing the NAVD 88
 JY0910.geopotential number by the normal gravity value computed on the
 JY0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0910.degrees latitude (g = 980.6199 gals.).
 JY0910
 JY0910.The modeled gravity was interpolated from observed gravity values.
 JY0910
 JY0910;                    North         East    Units  Estimated Accuracy
 JY0910;SPC OH S     -   203,040.      517,370.      MT  (+/- 180 meters Scaled)
 JY0910
 JY0910                          SUPERSEDED SURVEY CONTROL
 JY0910
 JY0910  NGVD 29 (??/??/92)  326.810  (m)         1072.21   (f) ADJ UNCH    2 0
 JY0910
 JY0910.Superseded values are not recommended for survey control.
 JY0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0910.See file dsdata.txt to determine how the superseded data were derived.
 JY0910
 JY0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE890112(NAD 83)
 JY0910_MARKER: Z = SEE DESCRIPTION
 JY0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0910_SP_SET: BUILDING
 JY0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0910
 JY0910  HISTORY     - Date     Condition        Report By
 JY0910  HISTORY     - UNK      MONUMENTED       OHHD
 JY0910  HISTORY     - 1934     GOOD             NGS
 JY0910
 JY0910                          STATION DESCRIPTION
 JY0910
 JY0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY0910'3.6 MI S FROM LONDON.
 JY0910'3.6 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE SOUTH
 JY0910'CORPORATION LIMIT OF LONDON, MADISON COUNTY, 500 FEET NORTH OF THE
 JY0910'A.A. WAUGH FARM, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JY0910'AT THE FENCE LINE, AND ABOUT 2 FEET LOWER THAN THE ROAD.  THE
 JY0910'TOP OF AN OHIO STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0960 ***********************************************************************
 MB0960  DESIGNATION -  1073
 MB0960  PID         -  MB0960
 MB0960  STATE/COUNTY-  OH/MAHONING
 MB0960  USGS QUAD   -  CAMPBELL (1979)
 MB0960
 MB0960                         *CURRENT SURVEY CONTROL
 MB0960  ___________________________________________________________________
 MB0960* NAD 83(1986)-  41 05 25.     (N)    080 34 06.     (W)     SCALED    
 MB0960* NAVD 88     -       326.856  (meters)    1072.36   (feet)  ADJUSTED  
 MB0960  ___________________________________________________________________
 MB0960  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MB0960  DYNAMIC HT  -         326.705 (meters)    1071.86  (feet)  COMP
 MB0960  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 MB0960
 MB0960  VERT ORDER  -  SECOND    CLASS 0
 MB0960
 MB0960.The horizontal coordinates were scaled from a topographic map and have
 MB0960.an estimated accuracy of +/- 6 seconds.
 MB0960
 MB0960.The orthometric height was determined by differential leveling
 MB0960.and adjusted by the National Geodetic Survey in June 1991..
 MB0960
 MB0960.The geoid height was determined by GEOID03.
 MB0960
 MB0960.The dynamic height is computed by dividing the NAVD 88
 MB0960.geopotential number by the normal gravity value computed on the
 MB0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0960.degrees latitude (g = 980.6199 gals.).
 MB0960
 MB0960.The modeled gravity was interpolated from observed gravity values.
 MB0960
 MB0960;                    North         East    Units  Estimated Accuracy
 MB0960;SPC OH N     -   159,880.      762,280.      MT  (+/- 180 meters Scaled)
 MB0960
 MB0960                          SUPERSEDED SURVEY CONTROL
 MB0960
 MB0960  NGVD 29 (??/??/92)  327.029  (m)         1072.93   (f) ADJ UNCH    2 0
 MB0960
 MB0960.Superseded values are not recommended for survey control.
 MB0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0960.See file dsdata.txt to determine how the superseded data were derived.
 MB0960
 MB0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF362488(NAD 83)
 MB0960_MARKER: DD = SURVEY DISK
 MB0960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0960_SP_SET: BRIDGE
 MB0960_STAMPING: 1072.778
 MB0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0960+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 MB0960
 MB0960  HISTORY     - Date     Condition        Report By
 MB0960  HISTORY     - UNK      MONUMENTED       USGS
 MB0960  HISTORY     - 1950     GOOD             NGS
 MB0960  HISTORY     - 20060505 GOOD             GEOCAC
 MB0960
 MB0960                          STATION DESCRIPTION
 MB0960
 MB0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0960'AT COITSVILLE.
 MB0960'AT COITSVILLE, IN THE TOP OF THE EAST END OF RAILING OF CONCRETE
 MB0960'BRIDGE OVER DRY RUN CREEK.  A USGS DISK CEMENTED IN A DRILLED
 MB0960'HOLE AND ABOUT 3 FEET ABOVE THE LEVEL OF THE WALK.  THIS MARK
 MB0960'AND ELEVATION ESTABLISHED BY MAHONING COUNTY IN 1934.
 MB0960
 MB0960                          STATION RECOVERY (2006)
 MB0960
 MB0960'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0960'ADD TO DESCRIPTION, MARK IS IN E END OF S RAILING OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1507 ***********************************************************************
 MB1507  DESIGNATION -  1075
 MB1507  PID         -  MB1507
 MB1507  STATE/COUNTY-  OH/CUYAHOGA
 MB1507  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1507
 MB1507                         *CURRENT SURVEY CONTROL
 MB1507  ___________________________________________________________________
 MB1507* NAD 83(1986)-  41 28 39.     (N)    081 43 20.     (W)     SCALED    
 MB1507* NAVD 88     -       208.575  (meters)     684.30   (feet)  ADJUSTED  
 MB1507  ___________________________________________________________________
 MB1507  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 MB1507  DYNAMIC HT  -         208.493 (meters)     684.03  (feet)  COMP
 MB1507  MODELED GRAV-     980,228.3   (mgal)                       NAVD 88
 MB1507
 MB1507  VERT ORDER  -  FIRST     CLASS II
 MB1507
 MB1507.The horizontal coordinates were scaled from a topographic map and have
 MB1507.an estimated accuracy of +/- 6 seconds.
 MB1507
 MB1507.The orthometric height was determined by differential leveling
 MB1507.and adjusted by the National Geodetic Survey in June 1991..
 MB1507
 MB1507.The geoid height was determined by GEOID03.
 MB1507
 MB1507.The dynamic height is computed by dividing the NAVD 88
 MB1507.geopotential number by the normal gravity value computed on the
 MB1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1507.degrees latitude (g = 980.6199 gals.).
 MB1507
 MB1507.The modeled gravity was interpolated from observed gravity values.
 MB1507
 MB1507;                    North         East    Units  Estimated Accuracy
 MB1507;SPC OH N     -   201,380.      664,960.      MT  (+/- 180 meters Scaled)
 MB1507
 MB1507                          SUPERSEDED SURVEY CONTROL
 MB1507
 MB1507  NGVD 29 (06/03/92)  208.811  (m)          685.07   (f) ADJUSTED    1 2
 MB1507
 MB1507.Superseded values are not recommended for survey control.
 MB1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1507.See file dsdata.txt to determine how the superseded data were derived.
 MB1507
 MB1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF397920(NAD 83)
 MB1507_MARKER: DD = SURVEY DISK
 MB1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1507_SP_SET: CONCRETE POST
 MB1507_STAMPING: 1075
 MB1507_MARK LOGO: CRGS  
 MB1507_PROJECTION: RECESSED 6 CENTIMETERS
 MB1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1507+STABILITY: SURFACE MOTION
 MB1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1507+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 MB1507
 MB1507  HISTORY     - Date     Condition        Report By
 MB1507  HISTORY     - UNK      MONUMENTED       CRGS
 MB1507  HISTORY     - 1980     GOOD             NGS
 MB1507  HISTORY     - 20040831 GOOD             OHDT
 MB1507
 MB1507                          STATION DESCRIPTION
 MB1507
 MB1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1507'IN CLEVELAND.
 MB1507'IN CLEVELAND, IN THE NORTHWEST SECTION OF THE CITY, AT THE NORTHWEST
 MB1507'CORNER OF THE JUNCTION OF WEST 52ND STREET AND LORAIN AVENUE (STATE
 MB1507'HIGHWAY 10) SET IN THE SIDEWALK ENCASED IN A 12-INCH METAL PIPE WITH
 MB1507'A COVER IMPRINTED (MON) AND IS FLUSH WITH THE SIDEWALK, 8.45 METERS
 MB1507'(28.0 FEET) WEST OF THE CENTER LINE OF 52ND STREET, 3.67 METERS
 MB1507'(12.0 FEET) SOUTHWEST OF POWER POLE NUMBER MELP 37658, 2.04 METERS
 MB1507'(6.7 FEET) SOUTHEAST OF THE SOUTHEAST CORNER POST OF A CHAIN LINK
 MB1507'FENCE FOR THE PROPERTY OF V. MILLER CLEANING COMPANY, 1.37 METERS
 MB1507'(4.5 FEET) NORTH OF THE NORTH CURB OF LORAIN AVENUE.
 MB1507
 MB1507                          STATION RECOVERY (2004)
 MB1507
 MB1507'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1507'SIDEWALK RECONCRETED.
 MB1507'MONUMENT LID NOW READS DRIP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0130 ***********************************************************************
 KZ0130  DESIGNATION -  1077
 KZ0130  PID         -  KZ0130
 KZ0130  STATE/COUNTY-  OH/RICHLAND
 KZ0130  USGS QUAD   -  OLIVESBURG (1981)
 KZ0130
 KZ0130                         *CURRENT SURVEY CONTROL
 KZ0130  ___________________________________________________________________
 KZ0130* NAD 83(1986)-  40 53 07.     (N)    082 25 39.     (W)     SCALED    
 KZ0130* NAVD 88     -       328.147  (meters)    1076.60   (feet)  ADJUSTED  
 KZ0130  ___________________________________________________________________
 KZ0130  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KZ0130  DYNAMIC HT  -         327.993 (meters)    1076.09  (feet)  COMP
 KZ0130  MODELED GRAV-     980,145.1   (mgal)                       NAVD 88
 KZ0130
 KZ0130  VERT ORDER  -  SECOND    CLASS 0
 KZ0130
 KZ0130.The horizontal coordinates were scaled from a topographic map and have
 KZ0130.an estimated accuracy of +/- 6 seconds.
 KZ0130
 KZ0130.The orthometric height was determined by differential leveling
 KZ0130.and adjusted by the National Geodetic Survey in June 1991..
 KZ0130
 KZ0130.The geoid height was determined by GEOID03.
 KZ0130
 KZ0130.The dynamic height is computed by dividing the NAVD 88
 KZ0130.geopotential number by the normal gravity value computed on the
 KZ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0130.degrees latitude (g = 980.6199 gals.).
 KZ0130
 KZ0130.The modeled gravity was interpolated from observed gravity values.
 KZ0130
 KZ0130;                    North         East    Units  Estimated Accuracy
 KZ0130;SPC OH N     -   135,320.      606,110.      MT  (+/- 180 meters Scaled)
 KZ0130
 KZ0130                          SUPERSEDED SURVEY CONTROL
 KZ0130
 KZ0130  NGVD 29 (??/??/92)  328.314  (m)         1077.14   (f) ADJ UNCH    2 0
 KZ0130
 KZ0130.Superseded values are not recommended for survey control.
 KZ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0130.See file dsdata.txt to determine how the superseded data were derived.
 KZ0130
 KZ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF797270(NAD 83)
 KZ0130_MARKER: DD = SURVEY DISK
 KZ0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0130_SP_SET: BUILDING
 KZ0130_STAMPING: 1077
 KZ0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ0130+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 KZ0130
 KZ0130  HISTORY     - Date     Condition        Report By
 KZ0130  HISTORY     - UNK      MONUMENTED       USGS
 KZ0130  HISTORY     - 1959     GOOD             NGS
 KZ0130  HISTORY     - 1970     GOOD             NGS
 KZ0130  HISTORY     - 1987     GOOD             USPSQD
 KZ0130  HISTORY     - 20040517 GOOD             USPSQD
 KZ0130  HISTORY     - 20050914 GOOD             USPSQD
 KZ0130
 KZ0130                          STATION DESCRIPTION
 KZ0130
 KZ0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0130'AT OLIVESBURG.
 KZ0130'AT OLIVESBURG, ABOUT 100 YARDS SOUTH OF THE INTERSECTION OF STATE
 KZ0130'HIGHWAYS 603 AND 545, SET VERTICALLY IN THE WEST FACE OF THE
 KZ0130'STONE FOUNDATION OF THE METHODIST CHURCH, 15 FEET NORTH OF THE
 KZ0130'SOUTHWEST CORNER OF THE MAIN PART OF THE BUILDING, 1 1/2 FEET ABOVE
 KZ0130'THE GROUND, AND ABOUT 20 FEET ABOVE THE LEVEL OF HIGHWAY 545.
 KZ0130
 KZ0130                          STATION RECOVERY (1970)
 KZ0130
 KZ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0130'RECOVERED IN GOOD CONDITION.
 KZ0130
 KZ0130                          STATION RECOVERY (1987)
 KZ0130
 KZ0130'RECOVERY NOTE BY US POWER SQUADRON 1987 (JF)
 KZ0130'RECOVERED IN GOOD CONDITION.
 KZ0130
 KZ0130                          STATION RECOVERY (2004)
 KZ0130
 KZ0130'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ0130'RECOVERED IN GOOD CONDITION.
 KZ0130
 KZ0130                          STATION RECOVERY (2005)
 KZ0130
 KZ0130'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1217 ***********************************************************************
 KY1217  DESIGNATION -  1077
 KY1217  PID         -  KY1217
 KY1217  STATE/COUNTY-  OH/SUMMIT
 KY1217  USGS QUAD   -  NORTH CANTON (1994)
 KY1217
 KY1217                         *CURRENT SURVEY CONTROL
 KY1217  ___________________________________________________________________
 KY1217* NAD 83(1986)-  40 58 34.     (N)    081 25 34.     (W)     SCALED    
 KY1217* NAVD 88     -       327.951  (meters)    1075.95   (feet)  ADJUSTED  
 KY1217  ___________________________________________________________________
 KY1217  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KY1217  DYNAMIC HT  -         327.802 (meters)    1075.46  (feet)  COMP
 KY1217  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 KY1217
 KY1217  VERT ORDER  -  FIRST     CLASS II
 KY1217
 KY1217.The horizontal coordinates were scaled from a topographic map and have
 KY1217.an estimated accuracy of +/- 6 seconds.
 KY1217
 KY1217.The orthometric height was determined by differential leveling
 KY1217.and adjusted by the National Geodetic Survey in June 1991..
 KY1217
 KY1217.The geoid height was determined by GEOID03.
 KY1217
 KY1217.The dynamic height is computed by dividing the NAVD 88
 KY1217.geopotential number by the normal gravity value computed on the
 KY1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1217.degrees latitude (g = 980.6199 gals.).
 KY1217
 KY1217.The modeled gravity was interpolated from observed gravity values.
 KY1217
 KY1217;                    North         East    Units  Estimated Accuracy
 KY1217;SPC OH N     -   145,970.      690,380.      MT  (+/- 180 meters Scaled)
 KY1217
 KY1217                          SUPERSEDED SURVEY CONTROL
 KY1217
 KY1217  NGVD 29 (??/??/92)  328.137  (m)         1076.56   (f) ADJ UNCH    1 2
 KY1217
 KY1217.Superseded values are not recommended for survey control.
 KY1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1217.See file dsdata.txt to determine how the superseded data were derived.
 KY1217
 KY1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF641361(NAD 83)
 KY1217_MARKER: DD = SURVEY DISK
 KY1217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1217_SP_SET: FOOTING
 KY1217_STAMPING: 1076.56
 KY1217_MARK LOGO: USGS  
 KY1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1217
 KY1217  HISTORY     - Date     Condition        Report By
 KY1217  HISTORY     - UNK      MONUMENTED       USGS
 KY1217  HISTORY     - 1962     GOOD             CGS
 KY1217  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 KY1217  HISTORY     - 20020925 POOR             USPSQD
 KY1217
 KY1217                          STATION DESCRIPTION
 KY1217
 KY1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KY1217'4 MI W FROM MYERSVILLE.
 KY1217'THE STATION IS ON THE TURKEY FOOT LAKE ROAD BRIDGE SPANNING A CREEK
 KY1217'WEST OF MYERSVILLE-- ABOUT 125 FEET EAST OF THE BALTIMORE AND OHIO
 KY1217'RAILROAD, ON THE FOOTING OF THE NORTH, CONCRETE GUARD RAIL, 2.8
 KY1217'FEET WEST OF THE EAST END OF THE GUARD RAIL.  THE MARK IS A USGS
 KY1217'DISK, STAMPED 1076.56, SET IN A DRILL HOLE FLUSH WITH THE TOP
 KY1217'OF THE FOOTING.  NOTE-- A BENCH MARK IS THE MYERSVILLE AREA,
 KY1217'IDENTIFIED AS 1077 (USGS), WAS REPORTED AS DESTROYED.  NEITHER
 KY1217'DESCRIPTION NOR ELEVATION WAS AVAILABLE TO THE FIELD PARTY FOR
 KY1217'DETERMINING WHETHER THIS IS THE SAME MARK RECOVERED IN THE
 KY1217'MYERSVILLE AREA DURING THE CURRENT SURVEY.
 KY1217
 KY1217                          STATION RECOVERY (1999)
 KY1217
 KY1217'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY1217'MARK NOT FOUND.
 KY1217
 KY1217                          STATION RECOVERY (2002)
 KY1217
 KY1217'RECOVERY NOTE BY US POWER SQUADRON 2002 (JEN)
 KY1217'MARK IS IN GOOD CONDITION, BUT THE CONCRETE BRIDGE IN WHICH IT IS SET
 KY1217'IS DETERIORATING AROUND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0741 ***********************************************************************
 JZ0741  DESIGNATION -  1078
 JZ0741  PID         -  JZ0741
 JZ0741  STATE/COUNTY-  OH/HAMILTON
 JZ0741  USGS QUAD   -  BURLINGTON (1991)
 JZ0741
 JZ0741                         *CURRENT SURVEY CONTROL
 JZ0741  ___________________________________________________________________
 JZ0741* NAD 83(1986)-  39 07 26.     (N)    084 41 04.     (W)     SCALED    
 JZ0741* NAVD 88     -       153.907  (meters)     504.94   (feet)  ADJUSTED  
 JZ0741  ___________________________________________________________________
 JZ0741  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0741  DYNAMIC HT  -         153.811 (meters)     504.63  (feet)  COMP
 JZ0741  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 JZ0741
 JZ0741  VERT ORDER  -  FIRST     CLASS II
 JZ0741
 JZ0741.The horizontal coordinates were scaled from a topographic map and have
 JZ0741.an estimated accuracy of +/- 6 seconds.
 JZ0741
 JZ0741.The orthometric height was determined by differential leveling
 JZ0741.and adjusted by the National Geodetic Survey in June 1991..
 JZ0741
 JZ0741.The geoid height was determined by GEOID03.
 JZ0741
 JZ0741.The dynamic height is computed by dividing the NAVD 88
 JZ0741.geopotential number by the normal gravity value computed on the
 JZ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0741.degrees latitude (g = 980.6199 gals.).
 JZ0741
 JZ0741.The modeled gravity was interpolated from observed gravity values.
 JZ0741
 JZ0741;                    North         East    Units  Estimated Accuracy
 JZ0741;SPC OH S     -   127,050.      411,130.      MT  (+/- 180 meters Scaled)
 JZ0741
 JZ0741                          SUPERSEDED SURVEY CONTROL
 JZ0741
 JZ0741  NGVD 29 (??/??/92)  154.099  (m)          505.57   (f) ADJ UNCH    1 2
 JZ0741
 JZ0741.Superseded values are not recommended for survey control.
 JZ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0741.See file dsdata.txt to determine how the superseded data were derived.
 JZ0741
 JZ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ001330(NAD 83)
 JZ0741_MARKER: DD = SURVEY DISK
 JZ0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0741_STAMPING: 1078 47
 JZ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0741+STABILITY: SURFACE MOTION
 JZ0741
 JZ0741  HISTORY     - Date     Condition        Report By
 JZ0741  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0741  HISTORY     - 1947     GOOD             NGS
 JZ0741
 JZ0741                          STATION DESCRIPTION
 JZ0741
 JZ0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0741'AT CINCINNATI.
 JZ0741'AT NORTHEAST CORNER OF JUNCTION OF CLEVES WARSAW PIKE AND VAN
 JZ0741'BLARICUM ROAD, 21.2 FEET NORTH OF CENTER LINE OF CLEVES WARSAW
 JZ0741'PIKE, 27.3 FEET EAST OF CENTER LINE OF VAN BLARICUM ROAD, 75
 JZ0741'FEET EAST OF EAST RAILING OF CONCRETE BRIDGE.  A CONCRETE POST
 JZ0741'PROJECTING 0.5 FEET AND ABOUT 0.5 FEET HIGHER THAN CLEVES
 JZ0741'WARSAW PIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1259 ***********************************************************************
 KY1259  DESIGNATION -  1079.08
 KY1259  PID         -  KY1259
 KY1259  STATE/COUNTY-  OH/STARK
 KY1259  USGS QUAD   -  CANTON EAST (1985)
 KY1259
 KY1259                         *CURRENT SURVEY CONTROL
 KY1259  ___________________________________________________________________
 KY1259* NAD 83(1986)-  40 49 24.     (N)    081 17 54.     (W)     SCALED    
 KY1259* NAVD 88     -       328.728  (meters)    1078.50   (feet)  ADJUSTED  
 KY1259  ___________________________________________________________________
 KY1259  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KY1259  DYNAMIC HT  -         328.572 (meters)    1077.99  (feet)  COMP
 KY1259  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 KY1259
 KY1259  VERT ORDER  -  FIRST     CLASS I
 KY1259
 KY1259.The horizontal coordinates were scaled from a topographic map and have
 KY1259.an estimated accuracy of +/- 6 seconds.
 KY1259
 KY1259.The orthometric height was determined by differential leveling
 KY1259.and adjusted by the National Geodetic Survey in June 1991..
 KY1259
 KY1259.The geoid height was determined by GEOID03.
 KY1259
 KY1259.The dynamic height is computed by dividing the NAVD 88
 KY1259.geopotential number by the normal gravity value computed on the
 KY1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1259.degrees latitude (g = 980.6199 gals.).
 KY1259
 KY1259.The modeled gravity was interpolated from observed gravity values.
 KY1259
 KY1259;                    North         East    Units  Estimated Accuracy
 KY1259;SPC OH N     -   129,140.      701,360.      MT  (+/- 180 meters Scaled)
 KY1259
 KY1259                          SUPERSEDED SURVEY CONTROL
 KY1259
 KY1259  NGVD 29 (??/??/92)  328.912  (m)         1079.11   (f) ADJ UNCH    1 1
 KY1259
 KY1259.Superseded values are not recommended for survey control.
 KY1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1259.See file dsdata.txt to determine how the superseded data were derived.
 KY1259
 KY1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF748191(NAD 83)
 KY1259_MARKER: DD = SURVEY DISK
 KY1259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1259_SP_SET: BRIDGE
 KY1259_STAMPING: 1079.08
 KY1259_MARK LOGO: OH-151
 KY1259_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1259
 KY1259  HISTORY     - Date     Condition        Report By
 KY1259  HISTORY     - 1966     MONUMENTED       OH-151
 KY1259  HISTORY     - 1966     GOOD             CGS
 KY1259  HISTORY     - 19910705 GOOD             OHDT
 KY1259  HISTORY     - 19981031 GOOD             USPSQD
 KY1259
 KY1259                          STATION DESCRIPTION
 KY1259
 KY1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1259'2 MI SW FROM LOUISVILLE.
 KY1259'ABOUT 2.0 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1259'THE CROSSING OF STATE HIGHWAY 153 AT LOUISVILLE, IN SECTION
 KY1259'31, R 7 W, T 19 N, ABOUT 0.1 MILE WEST OF MILEPOST 97, ABOUT
 KY1259'145 YARDS SOUTH ALONG BROADWAY ROAD FROM THE TRACK, SET IN THE
 KY1259'TOP OF THE SOUTH END OF THE EAST CONCRETE WING WALL AT THE
 KY1259'SOUTHWEST CORNER OF A 75-FOOT CONCRETE AND STEEL BRIDGE OVER
 KY1259'NIMISHILLEN CREEK, 16 FEET WEST OF THE CENTER LINE OF BROADWAY
 KY1259'ROAD AND ABOUT LEVEL WITH THE ROAD.
 KY1259
 KY1259                          STATION RECOVERY (1991)
 KY1259
 KY1259'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (DT)
 KY1259'----- REPORT BY ODOT --------1991---------- CONDITION - GOOD -------
 KY1259
 KY1259                          STATION RECOVERY (1998)
 KY1259
 KY1259'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1007 ***********************************************************************
 MB1007  DESIGNATION -  108
 MB1007  PID         -  MB1007
 MB1007  STATE/COUNTY-  OH/ASHTABULA
 MB1007  USGS QUAD   -  GENEVA (1994)
 MB1007
 MB1007                         *CURRENT SURVEY CONTROL
 MB1007  ___________________________________________________________________
 MB1007* NAD 83(1986)-  41 47 42.     (N)    080 58 46.     (W)     SCALED    
 MB1007* NAVD 88     -       207.530  (meters)     680.87   (feet)  POSTED    
 MB1007  ___________________________________________________________________
 MB1007  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 MB1007  DYNAMIC HT  -         207.450 (meters)     680.61  (feet)  COMP
 MB1007  MODELED GRAV-     980,246.6   (mgal)                       NAVD 88
 MB1007
 MB1007  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MB1007
 MB1007.The horizontal coordinates were scaled from a topographic map and have
 MB1007.an estimated accuracy of +/- 6 seconds.
 MB1007
 MB1007.The orthometric height was determined by differential leveling
 MB1007.and adjusted by the National Geodetic Survey in 1992..
 MB1007.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MB1007.rate of 0.0 thru 1.0 mm/km.
 MB1007
 MB1007.The geoid height was determined by GEOID03.
 MB1007
 MB1007.The dynamic height is computed by dividing the NAVD 88
 MB1007.geopotential number by the normal gravity value computed on the
 MB1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1007.degrees latitude (g = 980.6199 gals.).
 MB1007
 MB1007.The modeled gravity was interpolated from observed gravity values.
 MB1007
 MB1007;                    North         East    Units  Estimated Accuracy
 MB1007;SPC OH N     -   237,450.      726,380.      MT  (+/- 180 meters Scaled)
 MB1007
 MB1007                          SUPERSEDED SURVEY CONTROL
 MB1007
 MB1007  NGVD 29 (??/??/92)  207.780  (m)          681.69   (f) ADJ UNCH    1 2
 MB1007
 MB1007.Superseded values are not recommended for survey control.
 MB1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1007.See file dsdata.txt to determine how the superseded data were derived.
 MB1007
 MB1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG017270(NAD 83)
 MB1007_MARKER: B = BOLT
 MB1007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1007_SP_SET: SIGNAL CON BASE
 MB1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1007
 MB1007  HISTORY     - Date     Condition        Report By
 MB1007  HISTORY     - 1900     MONUMENTED       NYCRR
 MB1007  HISTORY     - 1934     GOOD             NGS
 MB1007  HISTORY     - 1981     MARK NOT FOUND   NGS
 MB1007  HISTORY     - 19931104 MARK NOT FOUND   OHDT
 MB1007  HISTORY     - 19960804 MARK NOT FOUND   USPSQD
 MB1007
 MB1007                          STATION DESCRIPTION
 MB1007
 MB1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MB1007'1.7 MI W FROM GENEVA.
 MB1007'1.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MB1007'STATION AT GENEVA, ASHTABULA COUNTY, 8 RAILS EAST OF MILEPOST
 MB1007'C 400, AT AUTOMATIC SIGNAL 1402, IN THE TOP OF THE NORTHWEST
 MB1007'CORNER OF THE CONCRETE BASE, 6.7 FEET SOUTH OF THE SOUTH RAIL,
 MB1007'AND 1 FOOT LOWER THAN THE BASE OF THE RAIL.  AN IRON BOLT.
 MB1007
 MB1007                          STATION RECOVERY (1981)
 MB1007
 MB1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1007'CONSIDERED DESTROYED, THE SIGNAL HAS BEEN TORN OUT AND THE BASE
 MB1007'REMOVED.
 MB1007
 MB1007                          STATION RECOVERY (1993)
 MB1007
 MB1007'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1007'MARK NOT FOUND.
 MB1007
 MB1007                          STATION RECOVERY (1996)
 MB1007
 MB1007'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0929 ***********************************************************************
 MB0929  DESIGNATION -  1080
 MB0929  PID         -  MB0929
 MB0929  STATE/COUNTY-  OH/TRUMBULL
 MB0929  USGS QUAD   -  GIRARD (1994)
 MB0929
 MB0929                         *CURRENT SURVEY CONTROL
 MB0929  ___________________________________________________________________
 MB0929* NAD 83(1986)-  41 09 44.     (N)    080 39 45.     (W)     SCALED    
 MB0929* NAVD 88     -       328.980  (meters)    1079.33   (feet)  ADJUSTED  
 MB0929  ___________________________________________________________________
 MB0929  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0929  DYNAMIC HT  -         328.831 (meters)    1078.84  (feet)  COMP
 MB0929  MODELED GRAV-     980,161.9   (mgal)                       NAVD 88
 MB0929
 MB0929  VERT ORDER  -  SECOND    CLASS 0
 MB0929
 MB0929.The horizontal coordinates were scaled from a topographic map and have
 MB0929.an estimated accuracy of +/- 6 seconds.
 MB0929
 MB0929.The orthometric height was determined by differential leveling
 MB0929.and adjusted by the National Geodetic Survey in June 1991..
 MB0929
 MB0929.The geoid height was determined by GEOID03.
 MB0929
 MB0929.The dynamic height is computed by dividing the NAVD 88
 MB0929.geopotential number by the normal gravity value computed on the
 MB0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0929.degrees latitude (g = 980.6199 gals.).
 MB0929
 MB0929.The modeled gravity was interpolated from observed gravity values.
 MB0929
 MB0929;                    North         East    Units  Estimated Accuracy
 MB0929;SPC OH N     -   167,700.      754,200.      MT  (+/- 180 meters Scaled)
 MB0929
 MB0929                          SUPERSEDED SURVEY CONTROL
 MB0929
 MB0929  NGVD 29 (??/??/92)  329.153  (m)         1079.90   (f) ADJ UNCH    2 0
 MB0929
 MB0929.Superseded values are not recommended for survey control.
 MB0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0929.See file dsdata.txt to determine how the superseded data were derived.
 MB0929
 MB0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF283568(NAD 83)
 MB0929_MARKER: DD = SURVEY DISK
 MB0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0929_SP_SET: BUILDING FOUNDATION
 MB0929_STAMPING: 1080 ADJ 1903
 MB0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0929
 MB0929  HISTORY     - Date     Condition        Report By
 MB0929  HISTORY     - 1903     MONUMENTED       USGS
 MB0929  HISTORY     - 1950     GOOD             NGS
 MB0929  HISTORY     - 19930924 MARK NOT FOUND   OHDT
 MB0929
 MB0929                          STATION DESCRIPTION
 MB0929
 MB0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0929'AT CHURCHILL.
 MB0929'IN THE NORTH FACE OF THE FOUNDATION OF THE METHODIST CHURCH AT
 MB0929'CHURCHILL.  IT IS 1 FOOT EAST OF THE WEST ENTRANCE TO THE CHURCH
 MB0929'AND ABOUT 2 FEET ABOVE THE LEVE OF THE GROUND.  A USGS DISK
 MB0929'CEMENTED IN A DRILLED HOLE AND SET VERTICALLY.
 MB0929
 MB0929                          STATION RECOVERY (1993)
 MB0929
 MB0929'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0929'----REPORT BY ODOT--------YEAR 1993---------CONDITION - NOT FOUND--
 MB0929' 
 MB0929'ASSUMED DESTROYED, APPEARS THAT THE CHURCH WAS TORN DOWN AND A NEW ONE
 MB0929'BUILT IN ITS PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0738 ***********************************************************************
 JZ0738  DESIGNATION -  1081
 JZ0738  PID         -  JZ0738
 JZ0738  STATE/COUNTY-  OH/HAMILTON
 JZ0738  USGS QUAD   -  ADDYSTON (1987)
 JZ0738
 JZ0738                         *CURRENT SURVEY CONTROL
 JZ0738  ___________________________________________________________________
 JZ0738* NAD 83(1986)-  39 07 41.     (N)    084 39 51.     (W)     SCALED    
 JZ0738* NAVD 88     -       178.504  (meters)     585.64   (feet)  ADJUSTED  
 JZ0738  ___________________________________________________________________
 JZ0738  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0738  DYNAMIC HT  -         178.391 (meters)     585.27  (feet)  COMP
 JZ0738  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JZ0738
 JZ0738  VERT ORDER  -  FIRST     CLASS II
 JZ0738
 JZ0738.The horizontal coordinates were scaled from a topographic map and have
 JZ0738.an estimated accuracy of +/- 6 seconds.
 JZ0738
 JZ0738.The orthometric height was determined by differential leveling
 JZ0738.and adjusted by the National Geodetic Survey in June 1991..
 JZ0738
 JZ0738.The geoid height was determined by GEOID03.
 JZ0738
 JZ0738.The dynamic height is computed by dividing the NAVD 88
 JZ0738.geopotential number by the normal gravity value computed on the
 JZ0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0738.degrees latitude (g = 980.6199 gals.).
 JZ0738
 JZ0738.The modeled gravity was interpolated from observed gravity values.
 JZ0738
 JZ0738;                    North         East    Units  Estimated Accuracy
 JZ0738;SPC OH S     -   127,470.      412,890.      MT  (+/- 180 meters Scaled)
 JZ0738
 JZ0738                          SUPERSEDED SURVEY CONTROL
 JZ0738
 JZ0738  NGVD 29 (??/??/92)  178.690  (m)          586.25   (f) ADJ UNCH    1 2
 JZ0738
 JZ0738.Superseded values are not recommended for survey control.
 JZ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0738.See file dsdata.txt to determine how the superseded data were derived.
 JZ0738
 JZ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ019335(NAD 83)
 JZ0738_MARKER: DD = SURVEY DISK
 JZ0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0738_STAMPING: 1081 47
 JZ0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0738+STABILITY: SURFACE MOTION
 JZ0738
 JZ0738  HISTORY     - Date     Condition        Report By
 JZ0738  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0738  HISTORY     - 1947     GOOD             NGS
 JZ0738
 JZ0738                          STATION DESCRIPTION
 JZ0738
 JZ0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0738'AT CINCINNATI.
 JZ0738'3.1 MILES SOUTHWEST OF LINNEMAN ROAD ALONG MUDDY CREEK ROAD,
 JZ0738'0.55 MILE NORTHEAST OF CLEVES WARSAW PIKE, 22.0 FEET NORTHWEST
 JZ0738'OF CENTER LINE OF MUDDY CREEK ROAD, 63.5 FEET WEST OF DRIVEWAY
 JZ0738'TO FARM (AT INTERSECTION OF CENTER LINES OF ROADS), 53.0 FEET
 JZ0738'EAST OF EAST END OF GUARD RAIL, 194 FEET WEST OF A 20-INCH
 JZ0738'SYCAMORE TREE.  A CONCRETE POST PROJECTING 0.5 FEET AND ABOUT
 JZ0738'LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0737 ***********************************************************************
 JZ0737  DESIGNATION -  1082
 JZ0737  PID         -  JZ0737
 JZ0737  STATE/COUNTY-  OH/HAMILTON
 JZ0737  USGS QUAD   -  ADDYSTON (1987)
 JZ0737
 JZ0737                         *CURRENT SURVEY CONTROL
 JZ0737  ___________________________________________________________________
 JZ0737* NAD 83(1986)-  39 07 56.     (N)    084 39 36.     (W)     SCALED    
 JZ0737* NAVD 88     -       203.507  (meters)     667.67   (feet)  ADJUSTED  
 JZ0737  ___________________________________________________________________
 JZ0737  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0737  DYNAMIC HT  -         203.379 (meters)     667.25  (feet)  COMP
 JZ0737  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 JZ0737
 JZ0737  VERT ORDER  -  FIRST     CLASS II
 JZ0737
 JZ0737.The horizontal coordinates were scaled from a topographic map and have
 JZ0737.an estimated accuracy of +/- 6 seconds.
 JZ0737
 JZ0737.The orthometric height was determined by differential leveling
 JZ0737.and adjusted by the National Geodetic Survey in June 1991..
 JZ0737
 JZ0737.The geoid height was determined by GEOID03.
 JZ0737
 JZ0737.The dynamic height is computed by dividing the NAVD 88
 JZ0737.geopotential number by the normal gravity value computed on the
 JZ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0737.degrees latitude (g = 980.6199 gals.).
 JZ0737
 JZ0737.The modeled gravity was interpolated from observed gravity values.
 JZ0737
 JZ0737;                    North         East    Units  Estimated Accuracy
 JZ0737;SPC OH S     -   127,930.      413,260.      MT  (+/- 180 meters Scaled)
 JZ0737
 JZ0737                          SUPERSEDED SURVEY CONTROL
 JZ0737
 JZ0737  NGVD 29 (??/??/92)  203.694  (m)          668.29   (f) ADJ UNCH    1 2
 JZ0737
 JZ0737.Superseded values are not recommended for survey control.
 JZ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0737.See file dsdata.txt to determine how the superseded data were derived.
 JZ0737
 JZ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ022340(NAD 83)
 JZ0737_MARKER: DD = SURVEY DISK
 JZ0737_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0737_SP_SET: BRIDGE
 JZ0737_STAMPING: 1082 47
 JZ0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0737
 JZ0737  HISTORY     - Date     Condition        Report By
 JZ0737  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0737  HISTORY     - 1947     GOOD             NGS
 JZ0737  HISTORY     - 1991     GOOD             USPSQD
 JZ0737
 JZ0737                          STATION DESCRIPTION
 JZ0737
 JZ0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0737'AT CINCINNATI.
 JZ0737'2.6 MILES SOUTHWEST OF LINNEMAN ROAD ALONG MUDDY CREEK ROAD, AT
 JZ0737'THE JUNCTION OF DEVILS BACKBONE ROAD.  SET IN TOP OF NORTH WALL
 JZ0737'OF CONCRETE BRIDGE OVER MUDDY CREEK, 12.8 FEET NORTH OF CENTER
 JZ0737'LINE OF MUDDY CREEK ROAD, 54.2 FEET WEST OF CENTER LINE OF DEVILS
 JZ0737'BACKBONE ROAD.  ABOUT 6.5 FEET ABOVE CENTER LINE OF MUDDY CREEK
 JZ0737'ROAD.
 JZ0737
 JZ0737                          STATION RECOVERY (1991)
 JZ0737
 JZ0737'RECOVERY NOTE BY US POWER SQUADRON 1991 (CC)
 JZ0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0912 ***********************************************************************
 JY0912  DESIGNATION -  1082
 JY0912  PID         -  JY0912
 JY0912  STATE/COUNTY-  OH/MADISON
 JY0912  USGS QUAD   -  WALNUT RUN (1984)
 JY0912
 JY0912                         *CURRENT SURVEY CONTROL
 JY0912  ___________________________________________________________________
 JY0912* NAD 83(1986)-  39 49 04.     (N)    083 28 12.     (W)     SCALED    
 JY0912* NAVD 88     -       329.555  (meters)    1081.21   (feet)  ADJUSTED  
 JY0912  ___________________________________________________________________
 JY0912  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JY0912  DYNAMIC HT  -         329.378 (meters)    1080.63  (feet)  COMP
 JY0912  MODELED GRAV-     980,080.4   (mgal)                       NAVD 88
 JY0912
 JY0912  VERT ORDER  -  SECOND    CLASS 0
 JY0912
 JY0912.The horizontal coordinates were scaled from a topographic map and have
 JY0912.an estimated accuracy of +/- 6 seconds.
 JY0912
 JY0912.The orthometric height was determined by differential leveling
 JY0912.and adjusted by the National Geodetic Survey in June 1991..
 JY0912
 JY0912.The geoid height was determined by GEOID03.
 JY0912
 JY0912.The dynamic height is computed by dividing the NAVD 88
 JY0912.geopotential number by the normal gravity value computed on the
 JY0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0912.degrees latitude (g = 980.6199 gals.).
 JY0912
 JY0912.The modeled gravity was interpolated from observed gravity values.
 JY0912
 JY0912;                    North         East    Units  Estimated Accuracy
 JY0912;SPC OH S     -   202,250.      516,950.      MT  (+/- 180 meters Scaled)
 JY0912
 JY0912                          SUPERSEDED SURVEY CONTROL
 JY0912
 JY0912  NGVD 29 (??/??/92)  329.735  (m)         1081.81   (f) ADJ UNCH    2 0
 JY0912
 JY0912.Superseded values are not recommended for survey control.
 JY0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0912.See file dsdata.txt to determine how the superseded data were derived.
 JY0912
 JY0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE885104(NAD 83)
 JY0912_MARKER: Z = SEE DESCRIPTION
 JY0912_SETTING: 0 = UNSPECIFIED SETTING
 JY0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0912
 JY0912  HISTORY     - Date     Condition        Report By
 JY0912  HISTORY     - UNK      MONUMENTED       OHHD
 JY0912  HISTORY     - 1935     GOOD             NGS
 JY0912
 JY0912                          STATION DESCRIPTION
 JY0912
 JY0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY0912'4.2 MI S FROM LONDON.
 JY0912'4.2 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE SOUTH
 JY0912'CORPORATION LIMIT OF LONDON, MADISON COUNTY, 100 YARDS SOUTH OF
 JY0912'THE HOMER LEE HOUSE, 30 FEET EAST OF THE CENTERLINE OF THE
 JY0912'HIGHWAY, AT THE FENCE LINE, AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 JY0912'OF THE ROAD.  THE TOP OF AN OHIO STATE HIGHWAY DEPARTMENT
 JY0912'RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0133 ***********************************************************************
 MC0133  DESIGNATION -  1083
 MC0133  PID         -  MC0133
 MC0133  STATE/COUNTY-  OH/MEDINA
 MC0133  USGS QUAD   -  SULLIVAN (1973)
 MC0133
 MC0133                         *CURRENT SURVEY CONTROL
 MC0133  ___________________________________________________________________
 MC0133* NAD 83(1986)-  41 01 40.     (N)    082 07 33.     (W)     SCALED    
 MC0133* NAVD 88     -       329.980  (meters)    1082.61   (feet)  ADJUSTED  
 MC0133  ___________________________________________________________________
 MC0133  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MC0133  DYNAMIC HT  -         329.836 (meters)    1082.14  (feet)  COMP
 MC0133  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 MC0133
 MC0133  VERT ORDER  -  SECOND    CLASS 0
 MC0133
 MC0133.The horizontal coordinates were scaled from a topographic map and have
 MC0133.an estimated accuracy of +/- 6 seconds.
 MC0133
 MC0133.The orthometric height was determined by differential leveling
 MC0133.and adjusted by the National Geodetic Survey in June 1991..
 MC0133
 MC0133.The geoid height was determined by GEOID03.
 MC0133
 MC0133.The dynamic height is computed by dividing the NAVD 88
 MC0133.geopotential number by the normal gravity value computed on the
 MC0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0133.degrees latitude (g = 980.6199 gals.).
 MC0133
 MC0133.The modeled gravity was interpolated from observed gravity values.
 MC0133
 MC0133;                    North         East    Units  Estimated Accuracy
 MC0133;SPC OH N     -   151,210.      631,470.      MT  (+/- 180 meters Scaled)
 MC0133
 MC0133                          SUPERSEDED SURVEY CONTROL
 MC0133
 MC0133  NGVD 29 (??/??/92)  330.176  (m)         1083.25   (f) ADJ UNCH    2 0
 MC0133
 MC0133.Superseded values are not recommended for survey control.
 MC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0133.See file dsdata.txt to determine how the superseded data were derived.
 MC0133
 MC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF053424(NAD 83)
 MC0133_MARKER: DD = SURVEY DISK
 MC0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0133_SP_SET: FOUNDATION
 MC0133_STAMPING: 1083 CANTON
 MC0133_MARK LOGO: USGS  
 MC0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0133
 MC0133  HISTORY     - Date     Condition        Report By
 MC0133  HISTORY     - UNK      MONUMENTED       USGS
 MC0133  HISTORY     - 1959     GOOD             NGS
 MC0133  HISTORY     - 1987     GOOD             OHDT
 MC0133
 MC0133                          STATION DESCRIPTION
 MC0133
 MC0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MC0133'AT HOMERVILLE.
 MC0133'AT HOMERVILLE, ALONG STATE HIGHWAY 301, ABOUT 78 YARDS NORTH OF
 MC0133'THE INTERSECTION OF U.S. HIGHWAY 224, 65 FEET EAST OF THE CENTER
 MC0133'LINE OF THE HIGHWAY, SET VERTICALLY IN THE WEST FACE OF THE BRICK
 MC0133'FOUNDATION TO A LARGE TWO-STORY FRAME HOUSE (C.B. SIMMONS
 MC0133'RESIDENCE) 15 FEET SOUTH OF THE NORTHWEST CORNER, 1 1/2 FEET
 MC0133'NORTH OF THE NORTH END OF THE STEPS LEADING TO THE PORCH AND WEST
 MC0133'FRONT ENTRANCE, DIRECTLY EAST OF A 6-INCH CEDAR TREE WITH THREE
 MC0133'TRUNKS, 1 1/2 FEET ABOVE THE GROUND, AND ABOUT 6 FEET ABOVE THE
 MC0133'LEVEL OF HIGHWAY 301.
 MC0133
 MC0133                          STATION RECOVERY (1987)
 MC0133
 MC0133'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0736 ***********************************************************************
 JZ0736  DESIGNATION -  1083
 JZ0736  PID         -  JZ0736
 JZ0736  STATE/COUNTY-  OH/HAMILTON
 JZ0736  USGS QUAD   -  ADDYSTON (1987)
 JZ0736
 JZ0736                         *CURRENT SURVEY CONTROL
 JZ0736  ___________________________________________________________________
 JZ0736* NAD 83(1986)-  39 08 05.     (N)    084 39 22.     (W)     SCALED    
 JZ0736* NAVD 88     -       213.778  (meters)     701.37   (feet)  ADJUSTED  
 JZ0736  ___________________________________________________________________
 JZ0736  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0736  DYNAMIC HT  -         213.642 (meters)     700.92  (feet)  COMP
 JZ0736  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JZ0736
 JZ0736  VERT ORDER  -  FIRST     CLASS II
 JZ0736
 JZ0736.The horizontal coordinates were scaled from a topographic map and have
 JZ0736.an estimated accuracy of +/- 6 seconds.
 JZ0736
 JZ0736.The orthometric height was determined by differential leveling
 JZ0736.and adjusted by the National Geodetic Survey in June 1991..
 JZ0736
 JZ0736.The geoid height was determined by GEOID03.
 JZ0736
 JZ0736.The dynamic height is computed by dividing the NAVD 88
 JZ0736.geopotential number by the normal gravity value computed on the
 JZ0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0736.degrees latitude (g = 980.6199 gals.).
 JZ0736
 JZ0736.The modeled gravity was interpolated from observed gravity values.
 JZ0736
 JZ0736;                    North         East    Units  Estimated Accuracy
 JZ0736;SPC OH S     -   128,190.      413,610.      MT  (+/- 180 meters Scaled)
 JZ0736
 JZ0736                          SUPERSEDED SURVEY CONTROL
 JZ0736
 JZ0736  NGVD 29 (??/??/92)  213.964  (m)          701.98   (f) ADJ UNCH    1 2
 JZ0736
 JZ0736.Superseded values are not recommended for survey control.
 JZ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0736.See file dsdata.txt to determine how the superseded data were derived.
 JZ0736
 JZ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ025343(NAD 83)
 JZ0736_MARKER: DD = SURVEY DISK
 JZ0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0736_SP_SET: CULVERT
 JZ0736_STAMPING: 1083 47
 JZ0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0736
 JZ0736  HISTORY     - Date     Condition        Report By
 JZ0736  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0736  HISTORY     - 1947     GOOD             NGS
 JZ0736
 JZ0736                          STATION DESCRIPTION
 JZ0736
 JZ0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0736'AT CINCINNATI.
 JZ0736'2.3 MILES SOUTHWEST OF LINNEMAN ROAD ALONG MUDDY CREEK ROAD
 JZ0736'IN SOUTHEAST WINGWALL OF A 6-TUBE CULVERT OVER MUDDY CREEK, 14.3
 JZ0736'FEET EAST OF CENTER LINE OF MUDDY CREEK ROAD, 16.5 FEET SOUTH
 JZ0736'OF SOUTH END OF BRIDGE, 2.6 FEET NORTH OF SOUTH END OF WING WALL.
 JZ0736'A DRILL, LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1159 ***********************************************************************
 KY1159  DESIGNATION -  1083
 KY1159  PID         -  KY1159
 KY1159  STATE/COUNTY-  OH/COLUMBIANA
 KY1159  USGS QUAD   -  SALEM (1994)
 KY1159
 KY1159                         *CURRENT SURVEY CONTROL
 KY1159  ___________________________________________________________________
 KY1159* NAD 83(1986)-  40 58 23.     (N)    080 51 21.     (W)     SCALED    
 KY1159* NAVD 88     -       329.715  (meters)    1081.74   (feet)  ADJUSTED  
 KY1159  ___________________________________________________________________
 KY1159  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY1159  DYNAMIC HT  -         329.560 (meters)    1081.23  (feet)  COMP
 KY1159  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 KY1159
 KY1159  VERT ORDER  -  SECOND    CLASS 0
 KY1159
 KY1159.The horizontal coordinates were scaled from a topographic map and have
 KY1159.an estimated accuracy of +/- 6 seconds.
 KY1159
 KY1159.The orthometric height was determined by differential leveling
 KY1159.and adjusted by the National Geodetic Survey in June 1991..
 KY1159
 KY1159.The geoid height was determined by GEOID03.
 KY1159
 KY1159.The dynamic height is computed by dividing the NAVD 88
 KY1159.geopotential number by the normal gravity value computed on the
 KY1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1159.degrees latitude (g = 980.6199 gals.).
 KY1159
 KY1159.The modeled gravity was interpolated from observed gravity values.
 KY1159
 KY1159;                    North         East    Units  Estimated Accuracy
 KY1159;SPC OH N     -   146,370.      738,370.      MT  (+/- 180 meters Scaled)
 KY1159
 KY1159                          SUPERSEDED SURVEY CONTROL
 KY1159
 KY1159  NGVD 29 (??/??/92)  329.872  (m)         1082.26   (f) ADJ UNCH    2 0
 KY1159
 KY1159.Superseded values are not recommended for survey control.
 KY1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1159.See file dsdata.txt to determine how the superseded data were derived.
 KY1159
 KY1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF121357(NAD 83)
 KY1159_MARKER: DD = SURVEY DISK
 KY1159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1159_SP_SET: FOUNDATION
 KY1159_STAMPING: 1083 1906
 KY1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1159
 KY1159  HISTORY     - Date     Condition        Report By
 KY1159  HISTORY     - 1906     MONUMENTED       USGS
 KY1159  HISTORY     - 1950     GOOD             NGS
 KY1159
 KY1159                          STATION DESCRIPTION
 KY1159
 KY1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1159'5.3 MI NW FROM SALEM.
 KY1159'ABOUT 0.2 MILE WEST ALONG STATE STREET FROM THE POST OFFICE
 KY1159'AT THE CITY OF SALEM, THENCE ABOUT 5.1 MILES NORTH ALONG STATE
 KY1159'HIGHWAY 45, IN THE FACE OF THE CEMENT BLOCK FOUNDATION OF THE
 KY1159'PRESBYTERIAN CHURCH, 2 FEET SOUTH OF THE NORTH CORNER OF THE
 KY1159'WEST FACE.  THE MARK IS NOT IN ITS ORIGINAL POSITION.  THE
 KY1159'CHURCH WAS REBUILT IN 1946 AND THE MARK RESET IN THE NEW
 KY1159'FOUNDATION.  IT IS A USGS DISK CEMENTED IN A DRILLED HOLE AND
 KY1159'ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.  THIS IS A VERTICAL
 KY1159'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1178 ***********************************************************************
 KZ1178  DESIGNATION -  1084
 KZ1178  PID         -  KZ1178
 KZ1178  STATE/COUNTY-  OH/RICHLAND
 KZ1178  USGS QUAD   -  SHILOH (1981)
 KZ1178
 KZ1178                         *CURRENT SURVEY CONTROL
 KZ1178  ___________________________________________________________________
 KZ1178* NAD 83(1986)-  40 58 02.     (N)    082 36 05.     (W)     SCALED    
 KZ1178* NAVD 88     -       330.028  (meters)    1082.77   (feet)  ADJUSTED  
 KZ1178  ___________________________________________________________________
 KZ1178  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KZ1178  DYNAMIC HT  -         329.874 (meters)    1082.26  (feet)  COMP
 KZ1178  MODELED GRAV-     980,148.0   (mgal)                       NAVD 88
 KZ1178
 KZ1178  VERT ORDER  -  SECOND    CLASS 0
 KZ1178
 KZ1178.The horizontal coordinates were scaled from a topographic map and have
 KZ1178.an estimated accuracy of +/- 6 seconds.
 KZ1178
 KZ1178.The orthometric height was determined by differential leveling
 KZ1178.and adjusted by the National Geodetic Survey in June 1991..
 KZ1178
 KZ1178.The geoid height was determined by GEOID03.
 KZ1178
 KZ1178.The dynamic height is computed by dividing the NAVD 88
 KZ1178.geopotential number by the normal gravity value computed on the
 KZ1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1178.degrees latitude (g = 980.6199 gals.).
 KZ1178
 KZ1178.The modeled gravity was interpolated from observed gravity values.
 KZ1178
 KZ1178;                    North         East    Units  Estimated Accuracy
 KZ1178;SPC OH N     -   144,430.      591,470.      MT  (+/- 180 meters Scaled)
 KZ1178
 KZ1178                          SUPERSEDED SURVEY CONTROL
 KZ1178
 KZ1178  NGVD 29 (??/??/92)  330.184  (m)         1083.28   (f) ADJ UNCH    2 0
 KZ1178
 KZ1178.Superseded values are not recommended for survey control.
 KZ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1178.See file dsdata.txt to determine how the superseded data were derived.
 KZ1178
 KZ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF652363(NAD 83)
 KZ1178_MARKER: P = PIPE CAP
 KZ1178_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1178_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1178_STAMPING: 1084 OHIO
 KZ1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1178
 KZ1178  HISTORY     - Date     Condition        Report By
 KZ1178  HISTORY     - UNK      MONUMENTED       USGS
 KZ1178  HISTORY     - 1959     GOOD             NGS
 KZ1178  HISTORY     - 1970     GOOD             NGS
 KZ1178
 KZ1178                          STATION DESCRIPTION
 KZ1178
 KZ1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1178'AT SHILOH.
 KZ1178'AT SHILOH, AT THE CROSSING OF STATE HIGHWAY 178 AND NEW YORK
 KZ1178'CENTRAL RAILROAD, 30 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 KZ1178'4 FEET NORTHEAST OF NORTHEAST CURB OF HIGHWAY, 19.7 FEET
 KZ1178'NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK OF RAILROAD,
 KZ1178'77.8 FEET NORTHEAST AND ACROSS HIGHWAY FROM A FIRE HYDRANT,
 KZ1178'31 FEET SOUTHEAST OF SOUTHEAST CORNER OF BRICK FOUNDATION OF
 KZ1178'AN OLD HOUSE, 29.6 FEET EAST OF A POWER LINE AND STREET LIGHT
 KZ1178'POLE, ABOUT LEVEL WITH TRACK AND IS A U.S.G.S. CAP ON 3 1/2-INCH
 KZ1178'IRON PIPE PROJECTING 1 INCH.
 KZ1178
 KZ1178                          STATION RECOVERY (1970)
 KZ1178
 KZ1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3507 ***********************************************************************
 KY3507  DESIGNATION -  1084
 KY3507  PID         -  KY3507
 KY3507  STATE/COUNTY-  OH/WAYNE
 KY3507  USGS QUAD   -  WOOSTER (1994)
 KY3507
 KY3507                         *CURRENT SURVEY CONTROL
 KY3507  ___________________________________________________________________
 KY3507* NAD 83(1995)-  40 48 36.95456(N)    081 56 05.38949(W)     ADJUSTED  
 KY3507* NAVD 88     -       330.61   (+/-2cm)    1084.7    (feet)  VERTCON   
 KY3507  ___________________________________________________________________
 KY3507  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 KY3507  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY3507
 KY3507  HORZ ORDER  -  SECOND
 KY3507  VERT ORDER  -  THIRD ? (See Below)
 KY3507
 KY3507.The horizontal coordinates were established by classical geodetic methods
 KY3507.and adjusted by the National Geodetic Survey in April 1998..
 KY3507
 KY3507.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3507.The vertical order pertains to the NGVD 29 superseded value.
 KY3507
 KY3507.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3507
 KY3507.The geoid height was determined by GEOID03.
 KY3507
 KY3507;                    North         East     Units Scale Factor Converg.
 KY3507;SPC OH N     -   127,146.330   647,683.986   MT  0.99994918   +0 22 16.6
 KY3507;UTM  17      - 4,518,115.444   421,153.792   MT  0.99967652   -0 36 39.6
 KY3507
 KY3507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3507!SPC OH N     -   0.99995333  x   0.99994918  =   0.99990251
 KY3507!UTM  17      -   0.99995333  x   0.99967652  =   0.99962986
 KY3507
 KY3507                          SUPERSEDED SURVEY CONTROL
 KY3507
 KY3507  NAD 83(1986)-  40 48 36.96245(N)    081 56 05.39525(W) AD(       ) 2
 KY3507  NAD 27      -  40 48 36.75790(N)    081 56 05.87812(W) AD(       ) 2
 KY3507  NGVD 29 (07/19/86)  330.82   (m)         1085.4    (f) LEVELING    3  
 KY3507
 KY3507.Superseded values are not recommended for survey control.
 KY3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3507.See file dsdata.txt to determine how the superseded data were derived.
 KY3507
 KY3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2115418115(NAD 83)
 KY3507_MARKER: Z = SEE DESCRIPTION
 KY3507_SETTING: 0 = UNSPECIFIED SETTING
 KY3507
 KY3507  HISTORY     - Date     Condition        Report By
 KY3507  HISTORY     - 1959     MONUMENTED       USGS
 KY3507
 KY3507                          STATION DESCRIPTION
 KY3507
 KY3507'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (WER)
 KY3507'THE STATION IS ON THE WOOSTER COLLEGE GROUNDS IN WOOSTER, 122
 KY3507'FEET NORTH OF THE
 KY3507'CENTERLINE OF UNIVERSITY STREET, 39 FEET WEST OF THE SOUTHEAST CORNER
 KY3507'OF THE U.S. POSTAL STATION BUILDING,
 KY3507'37.5 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING
 KY3507'AND ON THE SOUTH SIDE OF THE BUILDING.
 KY3507'
 KY3507'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COLLEGE
 KY3507'DISTANCE BEING
 KY3507'635.51 FEET (193.705 M.) SOUTH OF STATION COLLEGE.  THE MARK IS A
 KY3507'U.S.  GEOLOGICAL SURVEY BENCH MAK
 KY3507'DISK, STAMPED ELEVTION 1084, IS CEMENTED IN A DRILL HOLE
 KY3507'IN A CONCRETE WINDOW SILL ON THE SOUTH SIDE OF
 KY3507'THE U.S. POSTAL STATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1110 ***********************************************************************
 KY1110  DESIGNATION -  1085
 KY1110  PID         -  KY1110
 KY1110  STATE/COUNTY-  OH/MAHONING
 KY1110  USGS QUAD   -  DAMASCUS (1994)
 KY1110
 KY1110                         *CURRENT SURVEY CONTROL
 KY1110  ___________________________________________________________________
 KY1110* NAD 83(1986)-  40 59 15.     (N)    080 57 36.     (W)     SCALED    
 KY1110* NAVD 88     -       330.608  (meters)    1084.67   (feet)  ADJUSTED  
 KY1110  ___________________________________________________________________
 KY1110  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KY1110  DYNAMIC HT  -         330.454 (meters)    1084.16  (feet)  COMP
 KY1110  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 KY1110
 KY1110  VERT ORDER  -  SECOND    CLASS 0
 KY1110
 KY1110.The horizontal coordinates were scaled from a topographic map and have
 KY1110.an estimated accuracy of +/- 6 seconds.
 KY1110
 KY1110.The orthometric height was determined by differential leveling
 KY1110.and adjusted by the National Geodetic Survey in June 1991..
 KY1110
 KY1110.The geoid height was determined by GEOID03.
 KY1110
 KY1110.The dynamic height is computed by dividing the NAVD 88
 KY1110.geopotential number by the normal gravity value computed on the
 KY1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1110.degrees latitude (g = 980.6199 gals.).
 KY1110
 KY1110.The modeled gravity was interpolated from observed gravity values.
 KY1110
 KY1110;                    North         East    Units  Estimated Accuracy
 KY1110;SPC OH N     -   147,820.      729,580.      MT  (+/- 180 meters Scaled)
 KY1110
 KY1110                          SUPERSEDED SURVEY CONTROL
 KY1110
 KY1110  NGVD 29 (??/??/92)  330.773  (m)         1085.21   (f) ADJ UNCH    2 0
 KY1110
 KY1110.Superseded values are not recommended for survey control.
 KY1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1110.See file dsdata.txt to determine how the superseded data were derived.
 KY1110
 KY1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF033373(NAD 83)
 KY1110_MARKER: DD = SURVEY DISK
 KY1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1110_STAMPING: 1085 1084.911
 KY1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1110+STABILITY: SURFACE MOTION
 KY1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1110+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 KY1110
 KY1110  HISTORY     - Date     Condition        Report By
 KY1110  HISTORY     - UNK      MONUMENTED       USGS
 KY1110  HISTORY     - 1950     GOOD             NGS
 KY1110  HISTORY     - 20060603 GOOD             GEOCAC
 KY1110
 KY1110                          STATION DESCRIPTION
 KY1110
 KY1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1110'3 MI NE FROM NORTH BENTON.
 KY1110'ABOUT 0.5 MILE NORTHEAST ALONG HELSEL ROAD FROM THE POST OFFICE
 KY1110'AT NORTH BENTON, THENCE 2.45 MILES EAST ALONG WESTERN RESERVE
 KY1110'ROAD, AT WESTERN RESERVE AND THE PENNSYLVANIA RAILROAD CROSSING,
 KY1110'24 FEET SOUTH OF THE CENTERLINE OF WESTERN RESERVE ROAD, 26
 KY1110'FEET WEST-NORTH-WEST OF NORTHWEST RAIL, 26 FEET SOUTHWEST OF
 KY1110'THE SOUTHWEST END OF A 3 FOOT CONCRETE TUBE CULVERT UNDER
 KY1110'THE ROAD.  A STANDARD USGS DISK SET IN TOP OF A CONCRETE POST
 KY1110'AND PROJECTING 6 INCHES AND ABOUT 2 FEET BELOW THE LEVEL OF
 KY1110'THE TRACK.
 KY1110
 KY1110                          STATION RECOVERY (2006)
 KY1110
 KY1110'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0814 ***********************************************************************
 KZ0814  DESIGNATION -  1087
 KZ0814  PID         -  KZ0814
 KZ0814  STATE/COUNTY-  OH/DELAWARE
 KZ0814  USGS QUAD   -  OLIVE GREEN (1973)
 KZ0814
 KZ0814                         *CURRENT SURVEY CONTROL
 KZ0814  ___________________________________________________________________
 KZ0814* NAD 83(1986)-  40 15 35.     (N)    082 47 17.     (W)     SCALED    
 KZ0814* NAVD 88     -       330.845  (meters)    1085.45   (feet)  ADJUSTED  
 KZ0814  ___________________________________________________________________
 KZ0814  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ0814  DYNAMIC HT  -         330.666 (meters)    1084.86  (feet)  COMP
 KZ0814  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 KZ0814
 KZ0814  VERT ORDER  -  SECOND    CLASS 0
 KZ0814
 KZ0814.The horizontal coordinates were scaled from a topographic map and have
 KZ0814.an estimated accuracy of +/- 6 seconds.
 KZ0814
 KZ0814.The orthometric height was determined by differential leveling
 KZ0814.and adjusted by the National Geodetic Survey in June 1991..
 KZ0814.WARNING-Repeat measurements at this control monument indicate possible
 KZ0814.vertical movement.
 KZ0814
 KZ0814.The geoid height was determined by GEOID03.
 KZ0814
 KZ0814.The dynamic height is computed by dividing the NAVD 88
 KZ0814.geopotential number by the normal gravity value computed on the
 KZ0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0814.degrees latitude (g = 980.6199 gals.).
 KZ0814
 KZ0814.The modeled gravity was interpolated from observed gravity values.
 KZ0814
 KZ0814;                    North         East    Units  Estimated Accuracy
 KZ0814;SPC OH N     -    65,900.      575,490.      MT  (+/- 180 meters Scaled)
 KZ0814
 KZ0814                          SUPERSEDED SURVEY CONTROL
 KZ0814
 KZ0814  NGVD 29 (??/??/92)  330.986  (m)         1085.91   (f) ADJ UNCH    2 0
 KZ0814
 KZ0814.Superseded values are not recommended for survey control.
 KZ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0814.See file dsdata.txt to determine how the superseded data were derived.
 KZ0814
 KZ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE479581(NAD 83)
 KZ0814_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KZ0814_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0814_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0814_STAMPING: 1087 OHIO
 KZ0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0814
 KZ0814  HISTORY     - Date     Condition        Report By
 KZ0814  HISTORY     - UNK      MONUMENTED       USGS
 KZ0814  HISTORY     - 1959     GOOD             NGS
 KZ0814  HISTORY     - 1960     GOOD             NGS
 KZ0814
 KZ0814                          STATION DESCRIPTION
 KZ0814
 KZ0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0814'AT CONDIT STATION.
 KZ0814'AT CONDIT STATION, AT THE CROSSING OF THE PENNSYLVANIA RAILROAD
 KZ0814'AND ROAD 605, 233 YARDS SOUTHWEST OF MILEPOST 119, 25 1/2 FEET
 KZ0814'EAST OF THE CENTER LINE OF ROAD 605, 34 FEET SOUTHEAST OF THE
 KZ0814'SOUTHEAST RAIL OF MAIN TRACK, 5 1/2 FEET SOUTH-SOUTHWEST OF A
 KZ0814'FENCE CORNER, 21 1/2 FEET SOUTH-SOUTHEAST OF A RAILROAD WARNING
 KZ0814'SIGNAL, 2 1/2 FEET WEST OF A WIRE FENCE, 0.8 FOOT NORTHWEST OF
 KZ0814'A STEEL WITNESS POST, AND RIVETED ON TOP OF A 3-1/2 INCH IRON
 KZ0814'PIPE PROJECTING 8 INCHES.
 KZ0814
 KZ0814                          STATION RECOVERY (1960)
 KZ0814
 KZ0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KZ0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0913 ***********************************************************************
 JY0913  DESIGNATION -  1087
 JY0913  PID         -  JY0913
 JY0913  STATE/COUNTY-  OH/MADISON
 JY0913  USGS QUAD   -  WALNUT RUN (1984)
 JY0913
 JY0913                         *CURRENT SURVEY CONTROL
 JY0913  ___________________________________________________________________
 JY0913* NAD 83(1986)-  39 48 17.     (N)    083 28 31.     (W)     SCALED    
 JY0913* NAVD 88     -       331.200  (meters)    1086.61   (feet)  ADJUSTED  
 JY0913  ___________________________________________________________________
 JY0913  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JY0913  DYNAMIC HT  -         331.022 (meters)    1086.03  (feet)  COMP
 JY0913  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 JY0913
 JY0913  VERT ORDER  -  SECOND    CLASS 0
 JY0913
 JY0913.The horizontal coordinates were scaled from a topographic map and have
 JY0913.an estimated accuracy of +/- 6 seconds.
 JY0913
 JY0913.The orthometric height was determined by differential leveling
 JY0913.and adjusted by the National Geodetic Survey in June 1991..
 JY0913
 JY0913.The geoid height was determined by GEOID03.
 JY0913
 JY0913.The dynamic height is computed by dividing the NAVD 88
 JY0913.geopotential number by the normal gravity value computed on the
 JY0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0913.degrees latitude (g = 980.6199 gals.).
 JY0913
 JY0913.The modeled gravity was interpolated from observed gravity values.
 JY0913
 JY0913;                    North         East    Units  Estimated Accuracy
 JY0913;SPC OH S     -   200,800.      516,490.      MT  (+/- 180 meters Scaled)
 JY0913
 JY0913                          SUPERSEDED SURVEY CONTROL
 JY0913
 JY0913  NGVD 29 (??/??/92)  331.379  (m)         1087.20   (f) ADJ UNCH    2 0
 JY0913
 JY0913.Superseded values are not recommended for survey control.
 JY0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0913.See file dsdata.txt to determine how the superseded data were derived.
 JY0913
 JY0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE880090(NAD 83)
 JY0913_MARKER: Z = SEE DESCRIPTION
 JY0913_SETTING: 0 = UNSPECIFIED SETTING
 JY0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0913
 JY0913  HISTORY     - Date     Condition        Report By
 JY0913  HISTORY     - UNK      MONUMENTED       OHHD
 JY0913  HISTORY     - 1934     GOOD             NGS
 JY0913
 JY0913                          STATION DESCRIPTION
 JY0913
 JY0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY0913'4.5 MI N FROM SEDALIA.
 JY0913'4.5 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE NORTH CORPORATION
 JY0913'LIMIT OF SEDALIA, MAIDSON COUNTY, 30 FEET WEST OF THE
 JY0913'CENTERLINE OF THE HIGHWAY, AT THE FENCE LINE AND ABOUT ONE FOOT
 JY0913'LOWER THAN THE ROAD.  THE TOP OF AN OHIO STATE HIGHWAY DEPARTMENT
 JY0913'RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1904 ***********************************************************************
 KY1904  DESIGNATION -  1088.09
 KY1904  PID         -  KY1904
 KY1904  STATE/COUNTY-  OH/STARK
 KY1904  USGS QUAD   -  DOYLESTOWN (1994)
 KY1904
 KY1904                         *CURRENT SURVEY CONTROL
 KY1904  ___________________________________________________________________
 KY1904* NAD 83(1986)-  40 53 42.     (N)    081 38 51.     (W)     SCALED    
 KY1904* NAVD 88     -       334.386  (meters)    1097.06   (feet)  ADJUSTED  
 KY1904  ___________________________________________________________________
 KY1904  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KY1904  DYNAMIC HT  -         334.238 (meters)    1096.58  (feet)  COMP
 KY1904  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 KY1904
 KY1904  VERT ORDER  -  SECOND    CLASS 0
 KY1904
 KY1904.The horizontal coordinates were scaled from a topographic map and have
 KY1904.an estimated accuracy of +/- 6 seconds.
 KY1904
 KY1904.The orthometric height was determined by differential leveling
 KY1904.and adjusted by the National Geodetic Survey in June 1991..
 KY1904
 KY1904.The geoid height was determined by GEOID03.
 KY1904
 KY1904.The dynamic height is computed by dividing the NAVD 88
 KY1904.geopotential number by the normal gravity value computed on the
 KY1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1904.degrees latitude (g = 980.6199 gals.).
 KY1904
 KY1904.The modeled gravity was interpolated from observed gravity values.
 KY1904
 KY1904;                    North         East    Units  Estimated Accuracy
 KY1904;SPC OH N     -   136,750.      671,830.      MT  (+/- 180 meters Scaled)
 KY1904
 KY1904                          SUPERSEDED SURVEY CONTROL
 KY1904
 KY1904  NGVD 29 (??/??/92)  334.617  (m)         1097.82   (f) ADJ UNCH    2 0
 KY1904
 KY1904.Superseded values are not recommended for survey control.
 KY1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1904.See file dsdata.txt to determine how the superseded data were derived.
 KY1904
 KY1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF454273(NAD 83)
 KY1904_MARKER: DD = SURVEY DISK
 KY1904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1904_SP_SET: CULVERT
 KY1904_STAMPING: 1088.09
 KY1904_MARK LOGO: OH-151
 KY1904_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1904
 KY1904  HISTORY     - Date     Condition        Report By
 KY1904  HISTORY     - 1959     MONUMENTED       OH-151
 KY1904  HISTORY     - 1959     GOOD             CGS
 KY1904  HISTORY     - 19921229 GOOD             OHDT
 KY1904  HISTORY     - 20031024 GOOD             USPSQD
 KY1904
 KY1904                          STATION DESCRIPTION
 KY1904
 KY1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1904'2.15 MI S FROM WARWICK.
 KY1904'ABOUT 0.35 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1904'FROM THE CONTROL TOWER AT WARWICK, THENCE ABOUT 1.8 MILES SOUTH
 KY1904'ALONG N. LAWRENCE ROAD AND ROAD 103, AT THE INTERSECTION OF STARK
 KY1904'COUNTY ROAD 365 LEADING EAST AND WAYNE COUNTY ROAD 27 LEADING
 KY1904'WEST, 22 FEET EAST OF THE CENTER LINE OF ROAD 103, 33 FEET NORTH
 KY1904'OF THE CENTER LINE OF ROAD 365, IN TOP OF THE NORTH END OF THE
 KY1904'ANGLE SHAPED CONCRETE HEAD WALL OF A PIPE CULVERT UNDER ROAD 365,
 KY1904'AND ABOUT LEVEL WITH THE ROAD.
 KY1904
 KY1904                          STATION RECOVERY (1992)
 KY1904
 KY1904'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992 (PM)
 KY1904'----REPORT BY ODOT-------- YEAR 1992 -------- CONDITION - GOOD---
 KY1904
 KY1904                          STATION RECOVERY (2003)
 KY1904
 KY1904'RECOVERY NOTE BY US POWER SQUADRON 2003
 KY1904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1911 ***********************************************************************
 KY1911  DESIGNATION -  1089.97
 KY1911  PID         -  KY1911
 KY1911  STATE/COUNTY-  OH/STARK
 KY1911  USGS QUAD   -  DALTON (1994)
 KY1911
 KY1911                         *CURRENT SURVEY CONTROL
 KY1911  ___________________________________________________________________
 KY1911* NAD 83(1986)-  40 49 48.     (N)    081 38 52.     (W)     SCALED    
 KY1911* NAVD 88     -       332.015  (meters)    1089.29   (feet)  ADJUSTED  
 KY1911  ___________________________________________________________________
 KY1911  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KY1911  DYNAMIC HT  -         331.866 (meters)    1088.80  (feet)  COMP
 KY1911  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 KY1911
 KY1911  VERT ORDER  -  SECOND    CLASS 0
 KY1911
 KY1911.The horizontal coordinates were scaled from a topographic map and have
 KY1911.an estimated accuracy of +/- 6 seconds.
 KY1911
 KY1911.The orthometric height was determined by differential leveling
 KY1911.and adjusted by the National Geodetic Survey in June 1991..
 KY1911
 KY1911.The geoid height was determined by GEOID03.
 KY1911
 KY1911.The dynamic height is computed by dividing the NAVD 88
 KY1911.geopotential number by the normal gravity value computed on the
 KY1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1911.degrees latitude (g = 980.6199 gals.).
 KY1911
 KY1911.The modeled gravity was interpolated from observed gravity values.
 KY1911
 KY1911;                    North         East    Units  Estimated Accuracy
 KY1911;SPC OH N     -   129,530.      671,880.      MT  (+/- 180 meters Scaled)
 KY1911
 KY1911                          SUPERSEDED SURVEY CONTROL
 KY1911
 KY1911  NGVD 29 (??/??/92)  332.241  (m)         1090.03   (f) ADJ UNCH    2 0
 KY1911
 KY1911.Superseded values are not recommended for survey control.
 KY1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1911.See file dsdata.txt to determine how the superseded data were derived.
 KY1911
 KY1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF453200(NAD 83)
 KY1911_MARKER: DD = SURVEY DISK
 KY1911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1911_SP_SET: ABUTMENT
 KY1911_STAMPING: 1089.97
 KY1911_MARK LOGO: OH-151
 KY1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1911
 KY1911  HISTORY     - Date     Condition        Report By
 KY1911  HISTORY     - 1959     MONUMENTED       OH-151
 KY1911  HISTORY     - 1959     GOOD             CGS
 KY1911  HISTORY     - 19910528 MARK NOT FOUND   OHDT
 KY1911
 KY1911                          STATION DESCRIPTION
 KY1911
 KY1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1911'6.9 MI S FROM WARWICK.
 KY1911'ABOUT 0.35 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1911'FROM THE CONTROL TOWER AT WARWICK, THENCE ABOUT 6.55 MILES SOUTH
 KY1911'ALONG N. LAWRENCE ROAD AND ROAD 103, 0.5 MILE NORTH OF THE
 KY1911'JUNCTION OF ROAD 7 LEADING WEST, 0.3 MILE NORTH OF THE JUNCTION
 KY1911'OF A BLACK TOP ROAD LEADING EAST, 0.55 MILE NORTH OF THE JUNCTION
 KY1911'OF A DRIVE LEADING WEST TO A CHURCH AND CEMETERY, 0.1 MILE NORTH
 KY1911'OF A BRIDGE OVER A CREEK BRANCH, 16 FEET EAST OF THE CENTER LINE
 KY1911'OF ROAD, IN TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 KY1911'OF A BRIDGE OVER CREEK BRANCH, AND ABOUT LEVEL WITH THE ROAD.
 KY1911
 KY1911                          STATION RECOVERY (1991)
 KY1911
 KY1911'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1911'------ REPORT BY ODOT -----------1991------------ CONDITION - UNKNOWN
 KY1911'NOTE*BRIDGE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2863 ***********************************************************************
 MB2863  DESIGNATION -  108=HIGH TOP
 MB2863  PID         -  MB2863
 MB2863  STATE/COUNTY-  OH/CUYAHOGA
 MB2863  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB2863
 MB2863                         *CURRENT SURVEY CONTROL
 MB2863  ___________________________________________________________________
 MB2863* NAD 83(1995)-  41 23 02.40098(N)    081 40 59.85490(W)     ADJUSTED  
 MB2863* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 MB2863  ___________________________________________________________________
 MB2863  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 MB2863  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MB2863
 MB2863  HORZ ORDER  -  FIRST
 MB2863
 MB2863.The horizontal coordinates were established by classical geodetic methods
 MB2863.and adjusted by the National Geodetic Survey in April 1998..
 MB2863
 MB2863.The orthometric height was scaled from a topographic map.
 MB2863
 MB2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2863
 MB2863.The geoid height was determined by GEOID03.
 MB2863
 MB2863;                    North         East     Units Scale Factor Converg.
 MB2863;SPC OH N     -   191,024.667   668,309.330   MT  0.99995434   +0 32 11.5
 MB2863;UTM  17      - 4,581,611.381   442,868.649   MT  0.99964017   -0 27 06.3
 MB2863
 MB2863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2863!SPC OH N     -   0.99995173  x   0.99995434  =   0.99990607
 MB2863!UTM  17      -   0.99995173  x   0.99964017  =   0.99959192
 MB2863
 MB2863|---------------------------------------------------------------------|
 MB2863| PID    Reference Object                     Distance      Geod. Az  |
 MB2863|                                                           dddmmss.s |
 MB2863| CD1863 HIGH TOP RM 1                        34.450 METERS 03157     |
 MB2863| CD1862 HIGH TOP AZ MK                                     0841037.2 |
 MB2863| MB2859 SEVEN HILLS RADIO WHK E MAST        APPROX. 3.1 KM 1521448.2 |
 MB2863| MB2858 SEVEN HILLS RADIO WHK W MAST        APPROX. 3.1 KM 1541726.0 |
 MB2863| MB2861 N ROYALTON VETERANS HOSP TANK       APPROX. 8.5 KM 1774358.5 |
 MB2863| CD1864 HIGH TOP RM 2                        39.947 METERS 31458     |
 MB2863|---------------------------------------------------------------------|
 MB2863
 MB2863                          SUPERSEDED SURVEY CONTROL
 MB2863
 MB2863  NAD 83(1995)-  41 23 02.41016(N)    081 40 59.85662(W) AD(       ) 1
 MB2863  NAD 83(1986)-  41 23 02.41035(N)    081 40 59.86292(W) AD(       ) 1
 MB2863  NAD 27      -  41 23 02.21910(N)    081 41 00.39990(W) AD(       ) 1
 MB2863
 MB2863.Superseded values are not recommended for survey control.
 MB2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2863.See file dsdata.txt to determine how the superseded data were derived.
 MB2863
 MB2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4286981611(NAD 83)
 MB2863_MARKER: Z = SEE DESCRIPTION
 MB2863_SETTING: 0 = UNSPECIFIED SETTING
 MB2863
 MB2863  HISTORY     - Date     Condition        Report By
 MB2863  HISTORY     - 1943     MONUMENTED       CRGS
 MB2863
 MB2863                          STATION DESCRIPTION
 MB2863
 MB2863'DESCRIBED BY CLEVELAND REGIONAL GEODETIC SURVEY 1943 (APR)
 MB2863'LOCATED ABOUT 2 MILES N OF VILLAGE OF SEVEN HILLS AND 3 MILES W
 MB2863'OF VILLAGE OF
 MB2863'INDEPENDENCE.  IT IS 0.15 MILE N OF J.S. KIRKS
 MB2863'HOME AND NEAR NE CORNER OF APPLE
 MB2863'ORCHARD, 133 FEET S OF APPROXIMATE
 MB2863'CENTER LINE OF CHESTNUT ROAD.
 MB2863'
 MB2863'THE MARK WAS ESTABLISHED BY CLEVELAND REGIONAL GEODETIC SURVEY
 MB2863'AND IS STAMPED
 MB2863'801.
 MB2863'
 MB2863'REFERENCE MARK 1 IS 113.01 FEET NE OF THE STATION, 30.6 FEET
 MB2863'S OF APPROXIMATE
 MB2863'CENTER LINE OF CHESTNUT ROAD.  IT IS A BRONZE REFERENCE
 MB2863'DISK SET IN THE TOP OF A CONCRETE
 MB2863'POST WITH ARROW POINTING
 MB2863'TO STATION.  STAMPED HIGH TOP NO 1 1943.
 MB2863'
 MB2863'REFERENCE MARK 2 IS 131.06 FEET NW OF STATION, 32.2 FEET S
 MB2863'OF APPROXIMATE
 MB2863'CENTER LINE OF CHESTNUT ROAD, AND 23.3 FEET SW OF
 MB2863'A FIRE PLUG.  IT IS A BRONZE
 MB2863'REFERENCE DISK SET IN THE TOP OF A
 MB2863'CONCRETE POST WITH ARROW POINTING TO THE
 MB2863'STATION.  STAMPED HIGH
 MB2863'TOP NO. 2 1943.
 MB2863'
 MB2863'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 MB2863'CONCRETE POST.  TO
 MB2863'REACH AZIMUTH MARK FROM THE STATION GO E ON
 MB2863'CHESTNUT ROAD FOR 0.3 MILE.
 MB2863'
 MB2863'TO REACH THE STATION FROM THE VILLAGE OF NORTH ROYALTON AND
 MB2863'JUNCTION OF STATE
 MB2863'HIGHWAYS 3 AND 82, GO E ON HIGHWAY 82 FOR 2.7
 MB2863'MILES TO THE JUNCTION OF STATE
 MB2863'HIGHWAY 176, HERE TURN LEFT ON
 MB2863'HIGHWAY 176 AND GO 4.9 MILES TO CHESTNUT ROAD,
 MB2863'TURN RIGHT ON
 MB2863'CHESTNUT ROAD AND GO 0.1 MILE.
 MB2863'
 MB2863'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2853 ***********************************************************************
 MB2853  DESIGNATION -  108=STATE
 MB2853  PID         -  MB2853
 MB2853  STATE/COUNTY-  OH/CUYAHOGA
 MB2853  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB2853
 MB2853                         *CURRENT SURVEY CONTROL
 MB2853  ___________________________________________________________________
 MB2853* NAD 83(1995)-  41 24 26.81194(N)    081 36 14.14110(W)     ADJUSTED  
 MB2853* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 MB2853  ___________________________________________________________________
 MB2853  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 MB2853  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 MB2853
 MB2853  HORZ ORDER  -  FIRST
 MB2853
 MB2853.The horizontal coordinates were established by classical geodetic methods
 MB2853.and adjusted by the National Geodetic Survey in April 1998..
 MB2853
 MB2853.The orthometric height was scaled from a topographic map.
 MB2853
 MB2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2853
 MB2853.The geoid height was determined by GEOID03.
 MB2853
 MB2853;                    North         East     Units Scale Factor Converg.
 MB2853;SPC OH N     -   193,693.710   674,920.433   MT  0.99995668   +0 35 19.2
 MB2853;UTM  17      - 4,584,165.191   449,522.672   MT  0.99963136   -0 23 58.0
 MB2853
 MB2853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2853!SPC OH N     -   0.99995691  x   0.99995668  =   0.99991359
 MB2853!UTM  17      -   0.99995691  x   0.99963136  =   0.99958828
 MB2853
 MB2853|---------------------------------------------------------------------|
 MB2853| PID    Reference Object                     Distance      Geod. Az  |
 MB2853|                                                           dddmmss.s |
 MB2853| CD2178 STATE RM 1                           49.646 METERS 06946     |
 MB2853| CD2177 STATE AZ MK                                        1254606.2 |
 MB2853| CD2179 STATE RM 2                           29.096 METERS 16158     |
 MB2853|---------------------------------------------------------------------|
 MB2853
 MB2853                          SUPERSEDED SURVEY CONTROL
 MB2853
 MB2853  NAD 83(1995)-  41 24 26.82120(N)    081 36 14.14306(W) AD(       ) 1
 MB2853  NAD 83(1986)-  41 24 26.82104(N)    081 36 14.14818(W) AD(       ) 1
 MB2853  NAD 27      -  41 24 26.62990(N)    081 36 14.69230(W) AD(       ) 1
 MB2853
 MB2853.Superseded values are not recommended for survey control.
 MB2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2853.See file dsdata.txt to determine how the superseded data were derived.
 MB2853
 MB2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4952384165(NAD 83)
 MB2853_MARKER: Z = SEE DESCRIPTION
 MB2853_SETTING: 0 = UNSPECIFIED SETTING
 MB2853
 MB2853  HISTORY     - Date     Condition        Report By
 MB2853  HISTORY     - 1943     MONUMENTED       CRGS
 MB2853
 MB2853                          STATION DESCRIPTION
 MB2853
 MB2853'DESCRIBED BY CLEVELAND REGIONAL GEODETIC SURVEY 1943 (APR)
 MB2853'STATION
 MB2853'WAS ESTABLISHED BY
 MB2853'THE CLEVELAND REGIONAL GEODETIC SURVEY AND
 MB2853'SITUATED ABOUT 2.0 MILES N OF THE
 MB2853'VILLAGE OF INDEPENDENCE AND S
 MB2853'EDGE OF GREATER CLEVELAND.
 MB2853'
 MB2853'THE DISK IS A STANDARD CLEVELAND REGIONAL GEODETIC SURVEY
 MB2853'DISK SET IN A
 MB2853'6-INCH CONCRETE CYLINDER, ENCLOSED BY A CONCRETE
 MB2853'BOX ABOUT 1 FOOT SQUARE AND
 MB2853'FLUSH WITH THE SURFACE OF THE GROUND.
 MB2853'THE MARK IS SITUATED 212 FEET W OF THE
 MB2853'APPROXIMATE CENTER OF A
 MB2853'T-INTERSECTION AND 98 FEET SW OF A TELEPHONE POLE WITH
 MB2853'TRANSFORMER.  THE
 MB2853'DISK IS STAMPED 108.
 MB2853'
 MB2853'REFERENCE MARK 1 IS 162.88 FEET E OF THE STATION AND 49 FEET
 MB2853'W OF THE
 MB2853'APPROXIMATE CENTER OF THE T-INTERSECTION.  IT IS A BRONZE
 MB2853'REFERENCE DISK SET IN THE
 MB2853'TOP OF A CONCRETE POST WITH ARROW POINTING
 MB2853'TO STATION AND STAMPED STATE NO. 1 1943.
 MB2853'
 MB2853'REFERENCE MARK 2 IS 95.46 FEET S OF THE STATION AND 210 FEET
 MB2853'W OF THE
 MB2853'APPROXIMATE CENTER LINE OF THE N-S ROAD.  IT IS A BRONZE
 MB2853'REFERENCE DISK SET IN THE
 MB2853'TOP OF A CONCRETE POST WITH ARROW POINTING
 MB2853'TO STATION AND STAMPED STATE NO. 2 1943.
 MB2853'
 MB2853'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SW OF THE STATION, 82.9
 MB2853'FEET N OF THE NE
 MB2853'CORNER OF SIDOTI GROCERY, AND 24.4 FEET W OF THE
 MB2853'APPROXIMATE CENTER LINE OF TURNEY
 MB2853'ROAD.  THE DISK IS STAMPED STATE
 MB2853'1943.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF
 MB2853'A CONCRETE
 MB2853'POST.
 MB2853'
 MB2853'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 17 AND U.S.
 MB2853'HIGHWAY 21 (THIS
 MB2853'INTERSECTION IS ABOUT 2.0 MILES N OF INDEPENDENCE),
 MB2853'GO W ON HIGHWAY 17 FOR 0.5 MILE TO
 MB2853'TRAFFIC LIGHT AND INTERSECTION
 MB2853'OF CANAL ROAD, CONTINUE STRAIGHT AHEAD ON HIGHWAY 17
 MB2853'FOR 1.4 MILES
 MB2853'TO A TRAFFIC LIGHT AND INTERSECTION OF TURNEY ROAD, TURN RIGHT ON
 MB2853'TURNEY ROAD AND GO
 MB2853'0.65 MILE TO CROFTON ROAD*, TURN RIGHT AND GO
 MB2853'W ON CROFTON ROAD FOR 0.15 MILE TO A
 MB2853'T-INTERSECTION AND STATION
 MB2853'212 FEET W.
 MB2853'
 MB2853'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE S ON
 MB2853'TURNEY ROAD FOR
 MB2853'0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MB2853'
 MB2853'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0759 ***********************************************************************
 JZ0759  DESIGNATION -  109
 JZ0759  PID         -  JZ0759
 JZ0759  STATE/COUNTY-  OH/HAMILTON
 JZ0759  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0759
 JZ0759                         *CURRENT SURVEY CONTROL
 JZ0759  ___________________________________________________________________
 JZ0759* NAD 83(1986)-  39 09 20.     (N)    084 36 24.     (W)     SCALED    
 JZ0759* NAVD 88     -       278.475  (meters)     913.63   (feet)  ADJUSTED  
 JZ0759  ___________________________________________________________________
 JZ0759  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ0759  DYNAMIC HT  -         278.300 (meters)     913.06  (feet)  COMP
 JZ0759  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 JZ0759
 JZ0759  VERT ORDER  -  FIRST     CLASS II
 JZ0759
 JZ0759.The horizontal coordinates were scaled from a topographic map and have
 JZ0759.an estimated accuracy of +/- 6 seconds.
 JZ0759
 JZ0759.The orthometric height was determined by differential leveling
 JZ0759.and adjusted by the National Geodetic Survey in June 1991..
 JZ0759
 JZ0759.The geoid height was determined by GEOID03.
 JZ0759
 JZ0759.The dynamic height is computed by dividing the NAVD 88
 JZ0759.geopotential number by the normal gravity value computed on the
 JZ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0759.degrees latitude (g = 980.6199 gals.).
 JZ0759
 JZ0759.The modeled gravity was interpolated from observed gravity values.
 JZ0759
 JZ0759;                    North         East    Units  Estimated Accuracy
 JZ0759;SPC OH S     -   130,410.      417,930.      MT  (+/- 180 meters Scaled)
 JZ0759
 JZ0759                          SUPERSEDED SURVEY CONTROL
 JZ0759
 JZ0759  NGVD 29 (08/25/92)  278.654  (m)          914.22   (f) ADJUSTED    1 2
 JZ0759
 JZ0759.Superseded values are not recommended for survey control.
 JZ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0759.See file dsdata.txt to determine how the superseded data were derived.
 JZ0759
 JZ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ068367(NAD 83)
 JZ0759_MARKER: DT = TOPOGRAPHIC STATION DISK
 JZ0759_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0759_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0759_STAMPING: 109
 JZ0759_MARK LOGO: OH1610
 JZ0759_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0759+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1991
 JZ0759
 JZ0759  HISTORY     - Date     Condition        Report By
 JZ0759  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0759  HISTORY     - 1947     GOOD             NGS
 JZ0759  HISTORY     - 19911105 GOOD             WOOLPT
 JZ0759  HISTORY     - 20040124 GOOD             GEOCAC
 JZ0759
 JZ0759                          STATION DESCRIPTION
 JZ0759
 JZ0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0759'AT CHEVIOT.
 JZ0759'AT CHEVIOT, AT THE INTERSECTION OF NORTH BEND ROAD AND HARRISON
 JZ0759'AVENUE NORTHWEST CORNER.  CAP ON PIPE IN NORTH SIDEWALK OF
 JZ0759'HARRISON AVENUE, 30.5 FEET NORTH OF NORTH CURB LINE OF HARRISON
 JZ0759'AVENUE AND 91.0 FEET NORTHWEST OF SOUTHEAST EDGE OF PAVEMENT OF
 JZ0759'KENKER PLACE.  A CONCRETE POST SET FLUSH WITH GROUND.
 JZ0759
 JZ0759                          STATION RECOVERY (1991)
 JZ0759
 JZ0759'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ0759'RECOVERED IN GOOD CONDITION.
 JZ0759
 JZ0759                          STATION RECOVERY (2004)
 JZ0759
 JZ0759'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0350 ***********************************************************************
 KZ0350  DESIGNATION -  1091
 KZ0350  PID         -  KZ0350
 KZ0350  STATE/COUNTY-  OH/ASHLAND
 KZ0350  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0350
 KZ0350                         *CURRENT SURVEY CONTROL
 KZ0350  ___________________________________________________________________
 KZ0350* NAD 83(1986)-  40 43 42.     (N)    082 11 28.     (W)     SCALED    
 KZ0350* NAVD 88     -       332.221  (meters)    1089.96   (feet)  ADJUSTED  
 KZ0350  ___________________________________________________________________
 KZ0350  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KZ0350  DYNAMIC HT  -         332.064 (meters)    1089.45  (feet)  COMP
 KZ0350  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 KZ0350
 KZ0350  VERT ORDER  -  SECOND    CLASS 0
 KZ0350
 KZ0350.The horizontal coordinates were scaled from a topographic map and have
 KZ0350.an estimated accuracy of +/- 6 seconds.
 KZ0350
 KZ0350.The orthometric height was determined by differential leveling
 KZ0350.and adjusted by the National Geodetic Survey in June 1991..
 KZ0350
 KZ0350.The geoid height was determined by GEOID03.
 KZ0350
 KZ0350.The dynamic height is computed by dividing the NAVD 88
 KZ0350.geopotential number by the normal gravity value computed on the
 KZ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0350.degrees latitude (g = 980.6199 gals.).
 KZ0350
 KZ0350.The modeled gravity was interpolated from observed gravity values.
 KZ0350
 KZ0350;                    North         East    Units  Estimated Accuracy
 KZ0350;SPC OH N     -   117,940.      626,090.      MT  (+/- 180 meters Scaled)
 KZ0350
 KZ0350                          SUPERSEDED SURVEY CONTROL
 KZ0350
 KZ0350  NGVD 29 (??/??/92)  332.405  (m)         1090.57   (f) ADJ UNCH    2 0
 KZ0350
 KZ0350.Superseded values are not recommended for survey control.
 KZ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0350.See file dsdata.txt to determine how the superseded data were derived.
 KZ0350
 KZ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF994092(NAD 83)
 KZ0350_MARKER: P = PIPE CAP
 KZ0350_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0350_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0350_STAMPING: 1091 OHIO
 KZ0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0350
 KZ0350  HISTORY     - Date     Condition        Report By
 KZ0350  HISTORY     - UNK      MONUMENTED       USGS
 KZ0350  HISTORY     - 1959     GOOD             NGS
 KZ0350
 KZ0350                          STATION DESCRIPTION
 KZ0350
 KZ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0350'AT MOHICANVILLE.
 KZ0350'AT MOHICANVILLE, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF
 KZ0350'STATE HIGHWAYS 95 AND 179, 25 FEET SOUTH OF THE CENTER LINE OF
 KZ0350'HIGHWAY 95, 29 1/2 FEET WEST OF THE CENTER LINE OF HIGHWAY 179,
 KZ0350'34 1/2 FEET SOUTHWEST OF THE CENTER OF INTERSECTION, 4 FEET
 KZ0350'NORTHWEST OF THE FIRST TELEPHONE POLE SOUTH OF THE INTERSECTION,
 KZ0350'5 1/2 FEET NORTH OF THE NORTHEAST ONE OF THREE 12-INCH SPRUCE
 KZ0350'TREES, 1 1/2 FEET ABOVE THE LEVEL OF THE INTERSECTION, ABOUT
 KZ0350'LEVEL WITH HIGHWAY 95, AND IS A PIPE AND CAP PROJECTING 4
 KZ0350'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0389 ***********************************************************************
 KZ0389  DESIGNATION -  1092
 KZ0389  PID         -  KZ0389
 KZ0389  STATE/COUNTY-  OH/KNOX
 KZ0389  USGS QUAD   -  JELLOWAY (1982)
 KZ0389
 KZ0389                         *CURRENT SURVEY CONTROL
 KZ0389  ___________________________________________________________________
 KZ0389* NAD 83(1986)-  40 32 23.     (N)    082 17 57.     (W)     SCALED    
 KZ0389* NAVD 88     -       332.670  (meters)    1091.43   (feet)  ADJUSTED  
 KZ0389  ___________________________________________________________________
 KZ0389  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KZ0389  DYNAMIC HT  -         332.505 (meters)    1090.89  (feet)  COMP
 KZ0389  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 KZ0389
 KZ0389  VERT ORDER  -  SECOND    CLASS 0
 KZ0389
 KZ0389.The horizontal coordinates were scaled from a topographic map and have
 KZ0389.an estimated accuracy of +/- 6 seconds.
 KZ0389
 KZ0389.The orthometric height was determined by differential leveling
 KZ0389.and adjusted by the National Geodetic Survey in June 1991..
 KZ0389
 KZ0389.The geoid height was determined by GEOID03.
 KZ0389
 KZ0389.The dynamic height is computed by dividing the NAVD 88
 KZ0389.geopotential number by the normal gravity value computed on the
 KZ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0389.degrees latitude (g = 980.6199 gals.).
 KZ0389
 KZ0389.The modeled gravity was interpolated from observed gravity values.
 KZ0389
 KZ0389;                    North         East    Units  Estimated Accuracy
 KZ0389;SPC OH N     -    96,970.      617,010.      MT  (+/- 180 meters Scaled)
 KZ0389
 KZ0389                          SUPERSEDED SURVEY CONTROL
 KZ0389
 KZ0389  NGVD 29 (??/??/92)  332.857  (m)         1092.05   (f) ADJ UNCH    2 0
 KZ0389
 KZ0389.Superseded values are not recommended for survey control.
 KZ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0389.See file dsdata.txt to determine how the superseded data were derived.
 KZ0389
 KZ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE899884(NAD 83)
 KZ0389_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KZ0389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0389_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0389_STAMPING: 1092 OHIO
 KZ0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0389
 KZ0389  HISTORY     - Date     Condition        Report By
 KZ0389  HISTORY     - UNK      MONUMENTED       USGS
 KZ0389  HISTORY     - 1959     GOOD             NGS
 KZ0389  HISTORY     - 1970     GOOD             NGS
 KZ0389
 KZ0389                          STATION DESCRIPTION
 KZ0389
 KZ0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0389'AT JELLOWAY.
 KZ0389'AT JELLOWAY, IN THE NORTH END OF TOWN, 74 YARDS EAST ALONG COUNTY
 KZ0389'ROAD 42 FROM THE CENTER OF THE JUNCTION OF STATE HIGHWAY 3, 21
 KZ0389'FEET NORTH OF THE CENTER LINE OF ROAD 42, 21 FEET SOUTHWEST OF
 KZ0389'THE SOUTHWEST CORNER OF JELLOWAY WESLEYAN METHODIST CHURCH (FORMERLY
 KZ0389'A SCHOOL BUILDING), 0.9 FOOT SOUTHEAST OF THE SOUTHEAST EDGE OF
 KZ0389'CONCRETE STEPS, 72 FEET WEST OF THE CENTER OF WELL WITH IRON
 KZ0389'PUMP, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF ROAD 42, AND IS A IRON
 KZ0389'PIPE AND CAP PROJECTING 6 INCHES.  ALSO ABOUT 0.2 MILE NORTHEAST
 KZ0389'ALONG STATE HIGHWAY 3 FROM THE METHODIST CHURCH AND JUNCTION OF
 KZ0389'STATE HIGHWAY 205.
 KZ0389
 KZ0389                          STATION RECOVERY (1970)
 KZ0389
 KZ0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1810 ***********************************************************************
 MB1810  DESIGNATION -  1093
 MB1810  PID         -  MB1810
 MB1810  STATE/COUNTY-  OH/CUYAHOGA
 MB1810  USGS QUAD   -  NORTHFIELD (1994)
 MB1810
 MB1810                         *CURRENT SURVEY CONTROL
 MB1810  ___________________________________________________________________
 MB1810* NAD 83(1986)-  41 22 00.     (N)    081 31 36.     (W)     SCALED    
 MB1810* NAVD 88     -       303.776  (meters)     996.64   (feet)  ADJUSTED  
 MB1810  ___________________________________________________________________
 MB1810  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 MB1810  DYNAMIC HT  -         303.649 (meters)     996.22  (feet)  COMP
 MB1810  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 MB1810
 MB1810  VERT ORDER  -  FIRST     CLASS II
 MB1810
 MB1810.The horizontal coordinates were scaled from a topographic map and have
 MB1810.an estimated accuracy of +/- 6 seconds.
 MB1810
 MB1810.The orthometric height was determined by differential leveling
 MB1810.and adjusted by the National Geodetic Survey in June 1991..
 MB1810
 MB1810.The geoid height was determined by GEOID03.
 MB1810
 MB1810.The dynamic height is computed by dividing the NAVD 88
 MB1810.geopotential number by the normal gravity value computed on the
 MB1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1810.degrees latitude (g = 980.6199 gals.).
 MB1810
 MB1810.The modeled gravity was interpolated from observed gravity values.
 MB1810
 MB1810;                    North         East    Units  Estimated Accuracy
 MB1810;SPC OH N     -   189,230.      681,430.      MT  (+/- 180 meters Scaled)
 MB1810
 MB1810                          SUPERSEDED SURVEY CONTROL
 MB1810
 MB1810  NGVD 29 (06/03/92)  303.992  (m)          997.35   (f) ADJUSTED    1 2
 MB1810
 MB1810.Superseded values are not recommended for survey control.
 MB1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1810.See file dsdata.txt to determine how the superseded data were derived.
 MB1810
 MB1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF559795(NAD 83)
 MB1810_MARKER: DD = SURVEY DISK
 MB1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1810_SP_SET: CONCRETE POST
 MB1810_STAMPING: 1093
 MB1810_MARK LOGO: CRGS  
 MB1810_PROJECTION: RECESSED 30 CENTIMETERS
 MB1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1810+STABILITY: SURFACE MOTION
 MB1810
 MB1810  HISTORY     - Date     Condition        Report By
 MB1810  HISTORY     - 1940     MONUMENTED       CRGS
 MB1810  HISTORY     - 1983     GOOD             NGS
 MB1810  HISTORY     - 19940623 POOR             USPSQD
 MB1810
 MB1810                          STATION DESCRIPTION
 MB1810
 MB1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1810'IN WALTON HILLS.
 MB1810'IN WALTON HILLS, ALONG STATE HIGHWAY 8 (NORTHFIELD ROAD), 48.77 METERS
 MB1810'(160.0 FT) NORTH OF THE JUNCTION OF KRICK ROAD AND NORTH OF A YELLOW
 MB1810'BUILDING FOR FREDS AUTO BODY AND PAINT SHOP, IN TOP OF A CONCRETE POST
 MB1810'AND PROTECTED BY A 9-INCH CAST IRON BOX WITH NO COVER, 7.28 METERS
 MB1810'(23.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 1.86 METERS (6.1 FT)
 MB1810'SOUTHEAST OF UTILITY POLE 802778 WITH A STREET LAMP, 1.31 METERS
 MB1810'(4.3 FT) WEST OF THE EAST FACE OF THE WEST CURB OF THE HIGHWAY.
 MB1810
 MB1810                          STATION RECOVERY (1994)
 MB1810
 MB1810'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1810'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6779 ***********************************************************************
 AI6779  DESIGNATION -  10A
 AI6779  PID         -  AI6779
 AI6779  STATE/COUNTY-  OH/CLINTON
 AI6779  USGS QUAD   -  BLANCHESTER (1974)
 AI6779
 AI6779                         *CURRENT SURVEY CONTROL
 AI6779  ___________________________________________________________________
 AI6779* NAD 83(1995)-  39 15 19.71561(N)    083 54 04.43547(W)     ADJUSTED  
 AI6779* NAVD 88     -       302.4    (meters)     992.     (feet)  GPS OBS   
 AI6779  ___________________________________________________________________
 AI6779  X           -     525,437.837 (meters)                     COMP
 AI6779  Y           -  -4,917,646.407 (meters)                     COMP
 AI6779  Z           -   4,014,489.252 (meters)                     COMP
 AI6779  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 AI6779  ELLIP HEIGHT-         269.15  (meters)          (10/07/05) GPS OBS
 AI6779  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AI6779
 AI6779  HORZ ORDER  -  FIRST
 AI6779  ELLP ORDER  -  THIRD     CLASS II
 AI6779
 AI6779.The horizontal coordinates were established by GPS observations
 AI6779.and adjusted by the National Geodetic Survey in August 2000..
 AI6779
 AI6779.The orthometric height was determined by GPS observations and a
 AI6779.high-resolution geoid model.
 AI6779
 AI6779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6779
 AI6779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6779
 AI6779.The ellipsoidal height was determined by GPS observations
 AI6779.and is referenced to NAD 83.
 AI6779
 AI6779.The geoid height was determined by GEOID03.
 AI6779
 AI6779;                    North         East     Units Scale Factor Converg.
 AI6779;SPC OH S     -   140,312.652   479,066.325   MT  0.99993843   -0 53 20.8
 AI6779;UTM  17      - 4,349,140.216   249,661.625   MT  1.00037170   -1 50 12.5
 AI6779
 AI6779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6779!SPC OH S     -   0.99995777  x   0.99993843  =   0.99989621
 AI6779!UTM  17      -   0.99995777  x   1.00037170  =   1.00032946
 AI6779
 AI6779|---------------------------------------------------------------------|
 AI6779| PID    Reference Object                     Distance      Geod. Az  |
 AI6779|                                                           dddmmss.s |
 AI6779| AI6749 10                                  334.638 METERS 13043     |
 AI6779|---------------------------------------------------------------------|
 AI6779
 AI6779                          SUPERSEDED SURVEY CONTROL
 AI6779
 AI6779  ELLIP H (08/02/00)  269.16   (m)                       GP(       ) 3 2
 AI6779
 AI6779.Superseded values are not recommended for survey control.
 AI6779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6779.See file dsdata.txt to determine how the superseded data were derived.
 AI6779
 AI6779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4966249140(NAD 83)
 AI6779_MARKER: DD = SURVEY DISK
 AI6779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6779_STAMPING: GPS 10A 2000
 AI6779_MARK LOGO: OH-027
 AI6779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6779+STABILITY: SURFACE MOTION
 AI6779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6779+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6779
 AI6779  HISTORY     - Date     Condition        Report By
 AI6779  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6779
 AI6779                          STATION DESCRIPTION
 AI6779
 AI6779'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6779'THE STATION IS LOCATED APPROXIMATELY 14.25 MI (22.93 KM) SOUTH OF
 AI6779'WILMINGTON, 13.0 MI (20.9 KM) NORTH-NORTHWEST OF HILLSBORO, AND 5.5 MI
 AI6779'(8.9 KM) SOUTHEAST OF BLANCHESTER.  THE STATION IS APPROXIMATELY 0.15
 AI6779'MI (0.24 KM) SOUTHEAST OF THE INTERSECTION OF US ROUTE 68 AND STATE
 AI6779'ROUTE 251 ON THE NORTHEAST SIDE OF SR 251 AT THE EDGE OF A CULTIVATED
 AI6779'FIELD.
 AI6779'TO REACH THE STATION FROM THE JUNCITON OF US 68 AND SR 251 SOUTHEAST
 AI6779'OF BLANCHESTER, PROCEED SOUTHWEST ALONG SR 251 APPROXIMATEY 0.15 MI
 AI6779'(0.24 KM) TO THE STATION ON THE LEFT.
 AI6779'THE STATION IS APPROXIMATELY 27.85 M (91.37 FT) NORTH OF A POWER POLE,
 AI6779'21.05 M (69.06 FT) NORTHWEST OF THE JCT 68 SIGN, 7.70 M (25.26 FT)
 AI6779'NORTHEAST OF THE CENTERLINE OF SR 251, AND 0.19 M (0.62 FT) NORTHWEST
 AI6779'OF A CLINTON COUNTY WITNESS POST.  THE STATION IS A STANDARD CLINTON
 AI6779'COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS
 AI6779'10A 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2440 ***********************************************************************
 AB2440  DESIGNATION -  11
 AB2440  PID         -  AB2440
 AB2440  STATE/COUNTY-  OH/ATHENS
 AB2440  USGS QUAD   -  THE PLAINS (1995)
 AB2440
 AB2440                         *CURRENT SURVEY CONTROL
 AB2440  ___________________________________________________________________
 AB2440* NAD 83(1995)-  39 17 07.81099(N)    082 09 08.95877(W)     ADJUSTED  
 AB2440* NAVD 88     -       228.4    (meters)     749.     (feet)  GPS OBS   
 AB2440  ___________________________________________________________________
 AB2440  X           -     674,966.907 (meters)                     COMP
 AB2440  Y           -  -4,897,173.657 (meters)                     COMP
 AB2440  Z           -   4,017,022.673 (meters)                     COMP
 AB2440  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AB2440  ELLIP HEIGHT-         194.26  (meters)          (10/07/05) GPS OBS
 AB2440  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 AB2440
 AB2440  HORZ ORDER  -  FIRST
 AB2440  ELLP ORDER  -  FOURTH    CLASS I
 AB2440
 AB2440.The horizontal coordinates were established by GPS observations
 AB2440.and adjusted by the National Geodetic Survey in April 1998..
 AB2440
 AB2440.The orthometric height was determined by GPS observations and a
 AB2440.high-resolution geoid model.
 AB2440
 AB2440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2440
 AB2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2440
 AB2440.The ellipsoidal height was determined by GPS observations
 AB2440.and is referenced to NAD 83.
 AB2440
 AB2440.The geoid height was determined by GEOID03.
 AB2440
 AB2440;                    North         East     Units Scale Factor Converg.
 AB2440;SPC OH S     -   142,765.359   629,980.362   MT  0.99993739   +0 13 13.8
 AB2440;UTM  17      - 4,349,092.954   400,604.951   MT  0.99972164   -0 43 47.3
 AB2440
 AB2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2440!SPC OH S     -   0.99996952  x   0.99993739  =   0.99990692
 AB2440!UTM  17      -   0.99996952  x   0.99972164  =   0.99969117
 AB2440
 AB2440                          SUPERSEDED SURVEY CONTROL
 AB2440
 AB2440  ELLIP H (04/01/98)  194.27   (m)                       GP(       ) 4 1
 AB2440  NAD 83(1986)-  39 17 07.81225(N)    082 09 08.96332(W) AD(       ) 1
 AB2440
 AB2440.Superseded values are not recommended for survey control.
 AB2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2440.See file dsdata.txt to determine how the superseded data were derived.
 AB2440
 AB2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0060549093(NAD 83)
 AB2440_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2440_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2440_STAMPING: 11 1995
 AB2440_MARK LOGO: ATHCE 
 AB2440_PROJECTION: FLUSH
 AB2440_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2440+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2440_ROD/PIPE-DEPTH: 1    meters
 AB2440
 AB2440  HISTORY     - Date     Condition        Report By
 AB2440  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2440
 AB2440                          STATION DESCRIPTION
 AB2440
 AB2440'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2440'IN ATHENS COUNTY, OHIO, ALEXANDER TOWNSHIP, STATION IS LOCATED
 AB2440'APPROXIMATELY 0.1 MI.SOUTH OF NORTH TOWNSHIP LINE, IN WEST R/W OF
 AB2440'C.R.19 NEAR A GTE COMMUNICATION BLDG..  SET ABOUT 17 FT.SOUTH OF A
 AB2440'TELEPHONE POLE AND 53.5 FT.EAST OF THE SOUTHWEST CORNER OF THE GTE
 AB2440'BLDG..  STATION IS FLUSH WITH THE GROUND.  A STATION SKETCH IS
 AB2440'AVAILABLE THROUGH THE ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6887 ***********************************************************************
 AC6887  DESIGNATION -  11
 AC6887  PID         -  AC6887
 AC6887  STATE/COUNTY-  OH/BELMONT
 AC6887  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6887
 AC6887                         *CURRENT SURVEY CONTROL
 AC6887  ___________________________________________________________________
 AC6887* NAD 83(1995)-  40 04 20.93135(N)    080 54 43.05952(W)     ADJUSTED  
 AC6887* NAVD 88     -       361.2    (meters)    1185.     (feet)  GPS OBS   
 AC6887  ___________________________________________________________________
 AC6887  X           -     772,034.473 (meters)                     COMP
 AC6887  Y           -  -4,826,423.821 (meters)                     COMP
 AC6887  Z           -   4,084,358.134 (meters)                     COMP
 AC6887  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AC6887  ELLIP HEIGHT-         327.38  (meters)          (10/07/05) GPS OBS
 AC6887  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AC6887
 AC6887  HORZ ORDER  -  FIRST
 AC6887  ELLP ORDER  -  FOURTH    CLASS II
 AC6887
 AC6887.The horizontal coordinates were established by GPS observations
 AC6887.and adjusted by the National Geodetic Survey in October 2005..
 AC6887
 AC6887.The orthometric height was determined by GPS observations and a
 AC6887.high-resolution geoid model.
 AC6887
 AC6887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6887
 AC6887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6887
 AC6887.The ellipsoidal height was determined by GPS observations
 AC6887.and is referenced to NAD 83.
 AC6887
 AC6887.The geoid height was determined by GEOID03.
 AC6887
 AC6887;                    North         East     Units Scale Factor Converg.
 AC6887;SPC OH S     -   231,272.032   735,459.386   MT  1.00000798   +1 00 27.5
 AC6887;UTM  17      - 4,435,805.656   507,507.033   MT  0.99960069   +0 03 24.0
 AC6887
 AC6887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6887!SPC OH S     -   0.99994864  x   1.00000798  =   0.99995662
 AC6887!UTM  17      -   0.99994864  x   0.99960069  =   0.99954935
 AC6887
 AC6887                          SUPERSEDED SURVEY CONTROL
 AC6887
 AC6887  NAD 83(1995)-  40 04 20.92314(N)    080 54 43.06051(W) AD(       ) 1
 AC6887  NAD 83(1986)-  40 04 20.93569(N)    080 54 43.06724(W) AD(       ) 1
 AC6887
 AC6887.Superseded values are not recommended for survey control.
 AC6887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6887.See file dsdata.txt to determine how the superseded data were derived.
 AC6887
 AC6887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0750735806(NAD 83)
 AC6887_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6887_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6887_STAMPING: 11 1996
 AC6887_MARK LOGO: OH7200
 AC6887_PROJECTION: FLUSH
 AC6887_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6887+STABILITY: SURFACE MOTION
 AC6887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6887+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6887_ROD/PIPE-DEPTH: 1    meters
 AC6887
 AC6887  HISTORY     - Date     Condition        Report By
 AC6887  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6887
 AC6887                          STATION DESCRIPTION
 AC6887
 AC6887'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6887'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6887'STATION IS SET IN THE EAST R/W OF RESERVOIR RD.  SOUTHWEST SIDE OF ST.
 AC6887'CLAIRSVILLE ALONG RESERVOIR RD.  0.1 MI.  (0.2 KM) BEFORE THE OVERPASS
 AC6887'ON THE I-70.  72 FT.  (21.9 M) NORTH OF A PK SET IN POWER POLE NO.
 AC6887'D192, 35 FT.  (10.7 M) NORTHEAST FROM A PK SET IN THE CENTERLINE OF
 AC6887'RESERVOIR RD.  AND 33 FT.  (10.1 M) SOUTHEAST OF A PK SET INTO THE
 AC6887'CENTERLINE OF RESERVOIR RD.  THE STATION IS FLUSH WITH THE GROUND.  A
 AC6887'STATION SKETCH IS AVAILABLE THROUGH THE CITY OF ST. CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6750 ***********************************************************************
 AI6750  DESIGNATION -  11
 AI6750  PID         -  AI6750
 AI6750  STATE/COUNTY-  OH/CLINTON
 AI6750  USGS QUAD   -  PLEASANT PLAIN (1968)
 AI6750
 AI6750                         *CURRENT SURVEY CONTROL
 AI6750  ___________________________________________________________________
 AI6750* NAD 83(1995)-  39 15 25.22933(N)    084 00 06.37893(W)     ADJUSTED  
 AI6750* NAVD 88     -       291.7    (meters)     957.     (feet)  GPS OBS   
 AI6750  ___________________________________________________________________
 AI6750  X           -     516,795.663 (meters)                     COMP
 AI6750  Y           -  -4,918,445.472 (meters)                     COMP
 AI6750  Z           -   4,014,614.050 (meters)                     COMP
 AI6750  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 AI6750  ELLIP HEIGHT-         258.29  (meters)          (10/07/05) GPS OBS
 AI6750  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AI6750
 AI6750  HORZ ORDER  -  FIRST
 AI6750  ELLP ORDER  -  THIRD     CLASS II
 AI6750
 AI6750.The horizontal coordinates were established by GPS observations
 AI6750.and adjusted by the National Geodetic Survey in August 2000..
 AI6750
 AI6750.The orthometric height was determined by GPS observations and a
 AI6750.high-resolution geoid model.
 AI6750
 AI6750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6750
 AI6750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6750
 AI6750.The ellipsoidal height was determined by GPS observations
 AI6750.and is referenced to NAD 83.
 AI6750
 AI6750.The geoid height was determined by GEOID03.
 AI6750
 AI6750;                    North         East     Units Scale Factor Converg.
 AI6750;SPC OH S     -   140,622.136   470,392.809   MT  0.99993837   -0 57 10.5
 AI6750;UTM  16      - 4,349,583.178   758,703.736   MT  1.00042415   +1 53 54.0
 AI6750;UTM  17      - 4,349,593.321   240,990.425   MT  1.00042610   -1 54 02.1
 AI6750
 AI6750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6750!SPC OH S     -   0.99995948  x   0.99993837  =   0.99989785
 AI6750!UTM  16      -   0.99995948  x   1.00042415  =   1.00038361
 AI6750!UTM  17      -   0.99995948  x   1.00042610  =   1.00038556
 AI6750
 AI6750|---------------------------------------------------------------------|
 AI6750| PID    Reference Object                     Distance      Geod. Az  |
 AI6750|                                                           dddmmss.s |
 AI6750| AI6780 11A                                 247.731 METERS 05000     |
 AI6750|---------------------------------------------------------------------|
 AI6750
 AI6750                          SUPERSEDED SURVEY CONTROL
 AI6750
 AI6750  ELLIP H (08/02/00)  258.30   (m)                       GP(       ) 3 2
 AI6750
 AI6750.Superseded values are not recommended for survey control.
 AI6750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6750.See file dsdata.txt to determine how the superseded data were derived.
 AI6750
 AI6750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ5870449583(NAD 83)
 AI6750_MARKER: DD = SURVEY DISK
 AI6750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6750_STAMPING: GPS 11 2000
 AI6750_MARK LOGO: OH-027
 AI6750_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6750+STABILITY: SURFACE MOTION
 AI6750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6750+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6750
 AI6750  HISTORY     - Date     Condition        Report By
 AI6750  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6750
 AI6750                          STATION DESCRIPTION
 AI6750
 AI6750'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GTF)
 AI6750'THE STATION IS LOCATED APPROXIMATELY 14.0 MI (22.5 KM) SOUTHEAST OF
 AI6750'LEBANON, 10.0 MI (16.1 KM) SOUTH OF CLARKSVILLE, AND 2.5 MI (4.0 KM)
 AI6750'SOUTHWEST OF BLANCHESTER.  THE STATION IS AT THE SOUTHWEST CORNER OF
 AI6750'THE INTERSECTION OF WOODVILLE ROAD AND GOODWIN ROAD.
 AI6750'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 123 AND 133
 AI6750'IN BLANCHESTER, PROCEED SOUTH ALONG SR 133 APPROXIMATELY 2.8 MI (4.5
 AI6750'KM) TO THE INTERSECTION WITH MORROW-WOODVILLE ROAD.  TURN LEFT AND
 AI6750'PROCEED SOUTH ALONG MORROW-WOODVILLE ROAD APPROXIMATELY 0.15 MI (0.24
 AI6750'KM) TO THE STOP SIGN AT THE INTERSECTION WITH WOODVILLE ROAD. TURN
 AI6750'LEFT AND PROCEED NORTHEAST ON WOODVILLE ROAD APPROXIMATELY 0.5 MI (0.8
 AI6750'KM) TO THE STATION ON THE RIGHT AT THE INTERSECTION WITH GOODWIN ROAD.
 AI6750'THE STATION IS APPROXIMATELY 43.1 FT (13.1 M) SOUTHWEST OF THE STOP
 AI6750'SIGN, 29.0 FT (8.8 M) SOUTH-SOUTHWEST OF A POWER POLE, AND 13.8 FT
 AI6750'(4.2 M) WEST OF THE EDGE OF PAVEMENT OF GOODWIN ROAD.  THE STATION IS
 AI6750'A STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6750'AND STAMPED--GPS 11 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE
 AI6750'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2376 ***********************************************************************
 KZ2376  DESIGNATION -  11 0099
 KZ2376  PID         -  KZ2376
 KZ2376  STATE/COUNTY-  OH/DELAWARE
 KZ2376  USGS QUAD   -  GALENA (1983)
 KZ2376
 KZ2376                         *CURRENT SURVEY CONTROL
 KZ2376  ___________________________________________________________________
 KZ2376* NAD 83(1995)-  40 11 53.81553(N)    082 59 22.74261(W)     ADJUSTED  
 KZ2376* NAVD 88     -       285.9    (meters)     938.     (feet)  GPS OBS   
 KZ2376  ___________________________________________________________________
 KZ2376  X           -     595,440.935 (meters)                     COMP
 KZ2376  Y           -  -4,842,246.250 (meters)                     COMP
 KZ2376  Z           -   4,094,989.361 (meters)                     COMP
 KZ2376  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 KZ2376  ELLIP HEIGHT-         252.00  (meters)          (10/07/05) GPS OBS
 KZ2376  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KZ2376
 KZ2376  HORZ ORDER  -  FIRST
 KZ2376  ELLP ORDER  -  FOURTH    CLASS I
 KZ2376
 KZ2376.The horizontal coordinates were established by GPS observations
 KZ2376.and adjusted by the National Geodetic Survey in April 1998..
 KZ2376
 KZ2376.The orthometric height was determined by GPS observations and a
 KZ2376.high-resolution geoid model.
 KZ2376
 KZ2376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2376
 KZ2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2376
 KZ2376.The ellipsoidal height was determined by GPS observations
 KZ2376.and is referenced to NAD 83.
 KZ2376
 KZ2376.The geoid height was determined by GEOID03.
 KZ2376
 KZ2376;                    North         East     Units Scale Factor Converg.
 KZ2376;SPC OH N     -    59,152.168   558,306.024   MT  1.00005332   -0 19 18.0
 KZ2376;SPC OH S     -   244,162.825   558,306.698   MT  1.00003681   -0 18 38.5
 KZ2376;UTM  17      - 4,451,663.229   330,650.517   MT  0.99995305   -1 17 04.2
 KZ2376
 KZ2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2376!SPC OH N     -   0.99996047  x   1.00005332  =   1.00001379
 KZ2376!SPC OH S     -   0.99996047  x   1.00003681  =   0.99999728
 KZ2376!UTM  17      -   0.99996047  x   0.99995305  =   0.99991352
 KZ2376
 KZ2376                          SUPERSEDED SURVEY CONTROL
 KZ2376
 KZ2376  ELLIP H (04/01/98)  252.01   (m)                       GP(       ) 4 1
 KZ2376  NAD 83(1986)-  40 11 53.82295(N)    082 59 22.74923(W) AD(       ) 1
 KZ2376
 KZ2376.Superseded values are not recommended for survey control.
 KZ2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2376.See file dsdata.txt to determine how the superseded data were derived.
 KZ2376
 KZ2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3065151663(NAD 83)
 KZ2376_MARKER: DE = TRAVERSE STATION DISK
 KZ2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2376_SP_SET: CONCRETE POST
 KZ2376_STAMPING: DELAWARE COUNTY ENGINEER 11-0099 1991
 KZ2376_MARK LOGO: DCE   
 KZ2376_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2376+STABILITY: SURFACE MOTION
 KZ2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2376+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2376
 KZ2376  HISTORY     - Date     Condition        Report By
 KZ2376  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2376
 KZ2376                          STATION DESCRIPTION
 KZ2376
 KZ2376'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2376'STATION IS LOCATED ON THE SOUTHEAST CORNER OF LEWIS CENTER ROAD AND
 KZ2376'SOUTH OLD STATE ROAD, 28.7 FT (8.7 M) SOUTH OF THE SOUTH EDGE OF
 KZ2376'BLACK TOP OF LEWIS CENTER ROAD, 40.5 FT (12.3 M) SOUTHEAST OF A STOP
 KZ2376'SIGN ON THE SOUTHEAST CORNER OF INTERSECTION OF LEWIS CENTER ROAD AND
 KZ2376'SOUTH OLS STATE ROAD, 38.1 FT (11.6 M) EAST OF POLE ON THE EAST SIDE
 KZ2376'OF SOUTH OLD STATE ROAD AND 96.0 FT (29.3 M) EAST OF CENTERLINE OF
 KZ2376'SOUTH OLD STATE ROAD.
 KZ2376'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2376'U.S. HWY 36 FOR 4.77 MI (7.68 KM) TO SOUTH OLD STATE ROAD. TURN RIGHT
 KZ2376'ON SOUTH OLD STATE ROAD FOR 5.58 MI (8.98 KM) TO LEWIS CENTER ROAD TO
 KZ2376'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2377 ***********************************************************************
 KZ2377  DESIGNATION -  11 0100
 KZ2377  PID         -  KZ2377
 KZ2377  STATE/COUNTY-  OH/DELAWARE
 KZ2377  USGS QUAD   -  GALENA (1983)
 KZ2377
 KZ2377                         *CURRENT SURVEY CONTROL
 KZ2377  ___________________________________________________________________
 KZ2377* NAD 83(1995)-  40 11 52.71732(N)    082 58 58.19995(W)     ADJUSTED  
 KZ2377* NAVD 88     -       279.9    (meters)     918.     (feet)  GPS OBS   
 KZ2377  ___________________________________________________________________
 KZ2377  X           -     596,019.203 (meters)                     COMP
 KZ2377  Y           -  -4,842,192.518 (meters)                     COMP
 KZ2377  Z           -   4,094,959.615 (meters)                     COMP
 KZ2377  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 KZ2377  ELLIP HEIGHT-         246.00  (meters)          (10/07/05) GPS OBS
 KZ2377  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KZ2377
 KZ2377  HORZ ORDER  -  FIRST
 KZ2377  ELLP ORDER  -  FOURTH    CLASS I
 KZ2377
 KZ2377.The horizontal coordinates were established by GPS observations
 KZ2377.and adjusted by the National Geodetic Survey in April 1998..
 KZ2377
 KZ2377.The orthometric height was determined by GPS observations and a
 KZ2377.high-resolution geoid model.
 KZ2377
 KZ2377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2377
 KZ2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2377
 KZ2377.The ellipsoidal height was determined by GPS observations
 KZ2377.and is referenced to NAD 83.
 KZ2377
 KZ2377.The geoid height was determined by GEOID03.
 KZ2377
 KZ2377;                    North         East     Units Scale Factor Converg.
 KZ2377;SPC OH N     -    59,115.057   558,886.336   MT  1.00005340   -0 19 01.9
 KZ2377;SPC OH S     -   244,125.825   558,887.007   MT  1.00003673   -0 18 22.9
 KZ2377;UTM  17      - 4,451,616.377   331,230.065   MT  0.99995064   -1 16 48.3
 KZ2377
 KZ2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2377!SPC OH N     -   0.99996141  x   1.00005340  =   1.00001481
 KZ2377!SPC OH S     -   0.99996141  x   1.00003673  =   0.99999814
 KZ2377!UTM  17      -   0.99996141  x   0.99995064  =   0.99991205
 KZ2377
 KZ2377                          SUPERSEDED SURVEY CONTROL
 KZ2377
 KZ2377  ELLIP H (04/01/98)  246.01   (m)                       GP(       ) 4 1
 KZ2377  NAD 83(1986)-  40 11 52.72474(N)    082 58 58.20654(W) AD(       ) 1
 KZ2377
 KZ2377.Superseded values are not recommended for survey control.
 KZ2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2377.See file dsdata.txt to determine how the superseded data were derived.
 KZ2377
 KZ2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3123051616(NAD 83)
 KZ2377_MARKER: DE = TRAVERSE STATION DISK
 KZ2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2377_SP_SET: CONCRETE POST
 KZ2377_STAMPING: DELAWARE COUNTY ENGINEER 11-0100 1991
 KZ2377_MARK LOGO: DCE   
 KZ2377_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2377+STABILITY: SURFACE MOTION
 KZ2377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2377+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2377
 KZ2377  HISTORY     - Date     Condition        Report By
 KZ2377  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2377
 KZ2377                          STATION DESCRIPTION
 KZ2377
 KZ2377'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2377'STATION IS LOCATED ON THE SOUTH SIDE OF LEWIS CENTER ROAD, 0.30 MI
 KZ2377'(0.48 KM) EAST OF THE INTERSECTION LEWIS CENTER ROAD AND SOUTH OLS
 KZ2377'STATE ROAD, 10.9 FT (3.3 M) SOUTH OF SOUTH EDGE OF LEWIS CENTER ROAD,
 KZ2377'13.4 FT (4.1 M) NORTHWEST OF CENTER OF SANITARY SEWER MANHOLEE ON THE
 KZ2377'SOUTH SIDE OF SAID LEWIS CENTER ROAD AND 17.0 FT (5.2 M) NORTHEAST OF
 KZ2377'WEST IRON GATE POST ON THE SOUTH SIDE OF SAID LEWIS CENTER ROAD.
 KZ2377'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2377'U.S. HWY 36 FOR 4.77 MI (7.68 KM) TO SOUTH OLD STATE ROAD. TURN RIGHT
 KZ2377'ON SOUTH OLD STATE ROAD FOR 5.58 MI (8.98 KM) TO LEWIS CENTER ROAD.
 KZ2377'TURN LEFT ON LEWIS CENTER ROAD FOR 0.30 MI (0.48 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2378 ***********************************************************************
 KZ2378  DESIGNATION -  11 0101
 KZ2378  PID         -  KZ2378
 KZ2378  STATE/COUNTY-  OH/DELAWARE
 KZ2378  USGS QUAD   -  GALENA (1983)
 KZ2378
 KZ2378                         *CURRENT SURVEY CONTROL
 KZ2378  ___________________________________________________________________
 KZ2378* NAD 83(1995)-  40 11 23.60566(N)    082 56 38.15609(W)     ADJUSTED  
 KZ2378* NAVD 88     -       277.9    (meters)     912.     (feet)  GPS OBS   
 KZ2378  ___________________________________________________________________
 KZ2378  X           -     599,377.676 (meters)                     COMP
 KZ2378  Y           -  -4,842,360.309 (meters)                     COMP
 KZ2378  Z           -   4,094,272.377 (meters)                     COMP
 KZ2378  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 KZ2378  ELLIP HEIGHT-         243.95  (meters)          (10/07/05) GPS OBS
 KZ2378  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KZ2378
 KZ2378  HORZ ORDER  -  FIRST
 KZ2378  ELLP ORDER  -  FOURTH    CLASS I
 KZ2378
 KZ2378.The horizontal coordinates were established by GPS observations
 KZ2378.and adjusted by the National Geodetic Survey in April 1998..
 KZ2378
 KZ2378.The orthometric height was determined by GPS observations and a
 KZ2378.high-resolution geoid model.
 KZ2378
 KZ2378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2378
 KZ2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2378
 KZ2378.The ellipsoidal height was determined by GPS observations
 KZ2378.and is referenced to NAD 83.
 KZ2378
 KZ2378.The geoid height was determined by GEOID03.
 KZ2378
 KZ2378;                    North         East     Units Scale Factor Converg.
 KZ2378;SPC OH N     -    58,199.500   562,194.194   MT  1.00005553   -0 17 29.9
 KZ2378;SPC OH S     -   243,210.886   562,194.970   MT  1.00003473   -0 16 54.1
 KZ2378;UTM  17      - 4,450,645.463   334,521.704   MT  0.99993710   -1 15 17.1
 KZ2378
 KZ2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2378!SPC OH N     -   0.99996173  x   1.00005553  =   1.00001726
 KZ2378!SPC OH S     -   0.99996173  x   1.00003473  =   0.99999646
 KZ2378!UTM  17      -   0.99996173  x   0.99993710  =   0.99989883
 KZ2378
 KZ2378:                Primary Azimuth Mark                     Grid Az
 KZ2378:SPC OH N     -  11 0102                                  005 45 06.7
 KZ2378:SPC OH S     -  11 0102                                  005 44 30.9
 KZ2378:UTM  17      -  11 0102                                  006 42 53.9
 KZ2378
 KZ2378|---------------------------------------------------------------------|
 KZ2378| PID    Reference Object                     Distance      Geod. Az  |
 KZ2378|                                                           dddmmss.s |
 KZ2378| KZ2379 11 0102                             APPROX. 0.6 KM 0052736.8 |
 KZ2378|---------------------------------------------------------------------|
 KZ2378
 KZ2378                          SUPERSEDED SURVEY CONTROL
 KZ2378
 KZ2378  NAD 83(1986)-  40 11 23.61298(N)    082 56 38.16246(W) AD(       ) 1
 KZ2378
 KZ2378.Superseded values are not recommended for survey control.
 KZ2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2378.See file dsdata.txt to determine how the superseded data were derived.
 KZ2378
 KZ2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3452250645(NAD 83)
 KZ2378_MARKER: DE = TRAVERSE STATION DISK
 KZ2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2378_SP_SET: CONCRETE POST
 KZ2378_STAMPING: DELAWARE COUNTY ENGINEER 11-0101 1991
 KZ2378_MARK LOGO: DCE   
 KZ2378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2378+STABILITY: SURFACE MOTION
 KZ2378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2378+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2378
 KZ2378  HISTORY     - Date     Condition        Report By
 KZ2378  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2378
 KZ2378                          STATION DESCRIPTION
 KZ2378
 KZ2378'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2378'STATION IS LOCATED ON THE NORTHWEST SIDE OF AFRICA ROAD, 0.08 MI
 KZ2378'(0.13 KM) SOUTH OF JAYCOX ROAD, 4.6 FT (1.4 M) NORTHWEST OF NORTHWEST
 KZ2378'EDGE OF PAVEMENT OF AFRICA ROAD, 102.1 FT (31.1 M) NORTHEAST OF THE
 KZ2378'END POST OF A ROW OF 6 IN. WOODEN GUARD POST ON THE NORTHWEST
 KZ2378'SIDE OF SAID AFRICA ROAD, 155.7 FT (47.5 M) SOUTHWEST OF A 6 IN.
 KZ2378'STEEL POST FOR THE ALUM CREEK DAM LEVEY GATE.
 KZ2378'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2378'U.S. HWY 36 FOR 2.20 MI (3.54 KM) TO AFRICA ROAD. TURN RIGHT ON
 KZ2378'AFRICA ROAD FOR 5.61 MI (9.03 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2379 ***********************************************************************
 KZ2379  DESIGNATION -  11 0102
 KZ2379  PID         -  KZ2379
 KZ2379  STATE/COUNTY-  OH/DELAWARE
 KZ2379  USGS QUAD   -  GALENA (1983)
 KZ2379
 KZ2379                         *CURRENT SURVEY CONTROL
 KZ2379  ___________________________________________________________________
 KZ2379* NAD 83(1995)-  40 11 42.72485(N)    082 56 35.77288(W)     ADJUSTED  
 KZ2379* NAVD 88     -       278.4    (meters)     913.     (feet)  GPS OBS   
 KZ2379  ___________________________________________________________________
 KZ2379  X           -     599,386.921 (meters)                     COMP
 KZ2379  Y           -  -4,841,976.094 (meters)                     COMP
 KZ2379  Z           -   4,094,723.218 (meters)                     COMP
 KZ2379  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 KZ2379  ELLIP HEIGHT-         244.50  (meters)          (10/07/05) GPS OBS
 KZ2379  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KZ2379
 KZ2379  HORZ ORDER  -  FIRST
 KZ2379  ELLP ORDER  -  FOURTH    CLASS I
 KZ2379
 KZ2379.The horizontal coordinates were established by GPS observations
 KZ2379.and adjusted by the National Geodetic Survey in April 1998..
 KZ2379
 KZ2379.The orthometric height was determined by GPS observations and a
 KZ2379.high-resolution geoid model.
 KZ2379
 KZ2379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2379
 KZ2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2379
 KZ2379.The ellipsoidal height was determined by GPS observations
 KZ2379.and is referenced to NAD 83.
 KZ2379
 KZ2379.The geoid height was determined by GEOID03.
 KZ2379
 KZ2379;                    North         East     Units Scale Factor Converg.
 KZ2379;SPC OH N     -    58,788.950   562,253.568   MT  1.00005413   -0 17 28.3
 KZ2379;SPC OH S     -   243,800.335   562,254.240   MT  1.00003604   -0 16 52.5
 KZ2379;UTM  17      - 4,451,233.762   334,590.970   MT  0.99993681   -1 15 16.1
 KZ2379
 KZ2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2379!SPC OH N     -   0.99996165  x   1.00005413  =   1.00001577
 KZ2379!SPC OH S     -   0.99996165  x   1.00003604  =   0.99999768
 KZ2379!UTM  17      -   0.99996165  x   0.99993681  =   0.99989846
 KZ2379
 KZ2379:                Primary Azimuth Mark                     Grid Az
 KZ2379:SPC OH N     -  11 0101                                  185 45 06.6
 KZ2379:SPC OH S     -  11 0101                                  185 44 30.8
 KZ2379:UTM  17      -  11 0101                                  186 42 54.4
 KZ2379
 KZ2379|---------------------------------------------------------------------|
 KZ2379| PID    Reference Object                     Distance      Geod. Az  |
 KZ2379|                                                           dddmmss.s |
 KZ2379| KZ2378 11 0101                             APPROX. 0.6 KM 1852738.3 |
 KZ2379|---------------------------------------------------------------------|
 KZ2379
 KZ2379                          SUPERSEDED SURVEY CONTROL
 KZ2379
 KZ2379  NAD 83(1986)-  40 11 42.73216(N)    082 56 35.77923(W) AD(       ) 1
 KZ2379
 KZ2379.Superseded values are not recommended for survey control.
 KZ2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2379.See file dsdata.txt to determine how the superseded data were derived.
 KZ2379
 KZ2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3459151234(NAD 83)
 KZ2379_MARKER: DE = TRAVERSE STATION DISK
 KZ2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2379_SP_SET: CONCRETE POST
 KZ2379_STAMPING: DELAWARE COUNTY ENGINEER 11-0102
 KZ2379_MARK LOGO: DCE   
 KZ2379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2379+STABILITY: SURFACE MOTION
 KZ2379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2379+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2379
 KZ2379  HISTORY     - Date     Condition        Report By
 KZ2379  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2379
 KZ2379                          STATION DESCRIPTION
 KZ2379
 KZ2379'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2379'STATION IS LOCATED ON THE EAST SIDE OF AFRICA ROAD, 83.0 FT (25.3 M)
 KZ2379'SOUTH OF CENTERLINE OF LEWIS CENTER ROAD, 72.0 FT (21.9 M) SOUTH OF
 KZ2379'SOUTH EDGE OF BLACK TOP OF LEWIS CENTER ROAD, 71.5 FT (21.8 M) EAST
 KZ2379'OF EAST EDGE OF BLACK TOP OF AFRICA ROAD AND 20.5 FT (6.2 M)
 KZ2379'SOUTHEAST OF POLE ON THE SOUTH SIDE OF LEWIS CENTER ROAD.
 KZ2379'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2379'U.S. HWY 36 FOR 2.20 MI (3.54 KM) TO AFRICA ROAD. TURN RIGHT ON
 KZ2379'AFRICA ROAD FOR 5.31 MI (8.55 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2015 ***********************************************************************
 AJ2015  DESIGNATION -  11 1
 AJ2015  PID         -  AJ2015
 AJ2015  STATE/COUNTY-  OH/UNION
 AJ2015  USGS QUAD   -  MARYSVILLE (1973)
 AJ2015
 AJ2015                         *CURRENT SURVEY CONTROL
 AJ2015  ___________________________________________________________________
 AJ2015* NAD 83(1995)-  40 12 06.69055(N)    083 17 10.20978(W)     ADJUSTED  
 AJ2015* NAVD 88     -       295.8    (meters)     970.     (feet)  GPS OBS   
 AJ2015  ___________________________________________________________________
 AJ2015  X           -     570,344.298 (meters)                     COMP
 AJ2015  Y           -  -4,845,016.133 (meters)                     COMP
 AJ2015  Z           -   4,095,299.306 (meters)                     COMP
 AJ2015  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AJ2015  ELLIP HEIGHT-         262.25  (meters)          (10/07/05) GPS OBS
 AJ2015  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AJ2015
 AJ2015  HORZ ORDER  -  FIRST
 AJ2015  ELLP ORDER  -  THIRD     CLASS I
 AJ2015
 AJ2015.The horizontal coordinates were established by GPS observations
 AJ2015.and adjusted by the National Geodetic Survey in March 2001..
 AJ2015
 AJ2015.The orthometric height was determined by GPS observations and a
 AJ2015.high-resolution geoid model.
 AJ2015
 AJ2015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2015
 AJ2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2015
 AJ2015.The ellipsoidal height was determined by GPS observations
 AJ2015.and is referenced to NAD 83.
 AJ2015
 AJ2015.The geoid height was determined by GEOID03.
 AJ2015
 AJ2015;                    North         East     Units Scale Factor Converg.
 AJ2015;SPC OH N     -    59,733.964   533,061.464   MT  1.00005239   -0 30 59.3
 AJ2015;UTM  17      - 4,452,668.402   305,420.395   MT  1.00006609   -1 28 34.1
 AJ2015
 AJ2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2015!SPC OH N     -   0.99995886  x   1.00005239  =   1.00001125
 AJ2015!UTM  17      -   0.99995886  x   1.00006609  =   1.00002495
 AJ2015
 AJ2015|---------------------------------------------------------------------|
 AJ2015| PID    Reference Object                     Distance      Geod. Az  |
 AJ2015|                                                           dddmmss.s |
 AJ2015| AJ2040 11 1 AZ MK                          256.140 METERS 10610     |
 AJ2015|---------------------------------------------------------------------|
 AJ2015
 AJ2015                          SUPERSEDED SURVEY CONTROL
 AJ2015
 AJ2015  ELLIP H (03/16/01)  262.29   (m)                       GP(       ) 3 1
 AJ2015
 AJ2015.Superseded values are not recommended for survey control.
 AJ2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2015.See file dsdata.txt to determine how the superseded data were derived.
 AJ2015
 AJ2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0542052668(NAD 83)
 AJ2015_MARKER: DD = SURVEY DISK
 AJ2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2015_STAMPING: TWP 11 STATION 1
 AJ2015_MARK LOGO: WOOLPT
 AJ2015_PROJECTION: RECESSED 9 CENTIMETERS
 AJ2015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2015+STABILITY: SURFACE MOTION
 AJ2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2015+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2015
 AJ2015  HISTORY     - Date     Condition        Report By
 AJ2015  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2015
 AJ2015                          STATION DESCRIPTION
 AJ2015
 AJ2015'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2015'THE STATION IS LOCATED APPROXIMATELY  7.73 KM (4.8 MI) SOUTHEAST OF
 AJ2015'MARYSVILLE 10.47 KM (6.5 MI) NORTHWEST OF PLAIN CITY AND 40.89 KM
 AJ2015'(25.4
 AJ2015'MI)  EAST-NORTHEAST OF URBANA.
 AJ2015'TO REACH THE  STATION FROM THE JUNCTION OF US ROUTES 36 AND 33 ON
 AJ2015'THE EAST SIDE OF MARYSVILLE, PROCEED EAST ON US ROUTE 33 FOR 4.35
 AJ2015'KM (2.7 MI) TO THE JUNCTION WITH SCOTTSLAWN ROAD. CONTINUE ON US
 AJ2015'ROUTE 33 FOR 2.09 KM (1.3 MI) TO THE EXIT FOR A REST STOP AND THE
 AJ2015'STATION ON THE RIGHT. THE STATION IS LOCATED IN THE GRASS MEDIAN
 AJ2015'BETWEEN EAST BOUND US ROUTE 33 AND THE EXIT RAMP TO THE REST
 AJ2015'STOP.
 AJ2015'THE STATION IS 27.71 M (90.9 FT)  SOUTHWEST OF THE CENTER LINE OF EAST
 AJ2015'BOUND US ROUTE 33, 17.41 M (57.1 FT) NORTHEAST OF A --DO NOT ENTER--
 AJ2015'SIGN, 6.19 M (20.3 FT)  NORHTEAST OF THE EDGE OF PAVEMENT OF THE
 AJ2015'ENTRANCE TO THE REST  AREA, AND 3.81 M (12.5 FT) WEST OF A SANITARY
 AJ2015'MANHOLE. THE STATION IS  A BRASS UNION COUNTY GPS DISK STAMPED--
 AJ2015'TWP 11  STATION  1--  SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AJ2015'MONUMENT WITH AN IMBEDDED REBAR. THE STATION IS RECESSED 9 CM.
 AJ2015'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2040 ***********************************************************************
 AJ2040  DESIGNATION -  11 1 AZ MK
 AJ2040  PID         -  AJ2040
 AJ2040  STATE/COUNTY-  OH/UNION
 AJ2040  USGS QUAD   -  MARYSVILLE (1973)
 AJ2040
 AJ2040                         *CURRENT SURVEY CONTROL
 AJ2040  ___________________________________________________________________
 AJ2040* NAD 83(1995)-  40 12 04.37765(N)    083 16 59.80816(W)     ADJUSTED  
 AJ2040* NAVD 88     -       294.9    (meters)     968.     (feet)  GPS OBS   
 AJ2040  ___________________________________________________________________
 AJ2040  X           -     570,593.928 (meters)                     COMP
 AJ2040  Y           -  -4,845,032.409 (meters)                     COMP
 AJ2040  Z           -   4,095,244.229 (meters)                     COMP
 AJ2040  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AJ2040  ELLIP HEIGHT-         261.34  (meters)          (10/07/05) GPS OBS
 AJ2040  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AJ2040
 AJ2040  HORZ ORDER  -  FIRST
 AJ2040  ELLP ORDER  -  THIRD     CLASS I
 AJ2040
 AJ2040.The horizontal coordinates were established by GPS observations
 AJ2040.and adjusted by the National Geodetic Survey in March 2001..
 AJ2040
 AJ2040.The orthometric height was determined by GPS observations and a
 AJ2040.high-resolution geoid model.
 AJ2040
 AJ2040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2040
 AJ2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2040
 AJ2040.The ellipsoidal height was determined by GPS observations
 AJ2040.and is referenced to NAD 83.
 AJ2040
 AJ2040.The geoid height was determined by GEOID03.
 AJ2040
 AJ2040;                    North         East     Units Scale Factor Converg.
 AJ2040;SPC OH N     -    59,660.411   533,306.830   MT  1.00005256   -0 30 52.5
 AJ2040;UTM  17      - 4,452,590.749   305,664.497   MT  1.00006493   -1 28 27.3
 AJ2040
 AJ2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2040!SPC OH N     -   0.99995900  x   1.00005256  =   1.00001156
 AJ2040!UTM  17      -   0.99995900  x   1.00006493  =   1.00002393
 AJ2040
 AJ2040|---------------------------------------------------------------------|
 AJ2040| PID    Reference Object                     Distance      Geod. Az  |
 AJ2040|                                                           dddmmss.s |
 AJ2040| AJ2015 11 1                                256.140 METERS 28610     |
 AJ2040|---------------------------------------------------------------------|
 AJ2040
 AJ2040                          SUPERSEDED SURVEY CONTROL
 AJ2040
 AJ2040  ELLIP H (03/16/01)  261.37   (m)                       GP(       ) 3 1
 AJ2040
 AJ2040.Superseded values are not recommended for survey control.
 AJ2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2040.See file dsdata.txt to determine how the superseded data were derived.
 AJ2040
 AJ2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0566452591(NAD 83)
 AJ2040_MARKER: DD = SURVEY DISK
 AJ2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2040_STAMPING: TWP 11 STATION 1 A
 AJ2040_MARK LOGO: WOOLPT
 AJ2040_PROJECTION: FLUSH
 AJ2040_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2040+STABILITY: SURFACE MOTION
 AJ2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2040+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2040
 AJ2040  HISTORY     - Date     Condition        Report By
 AJ2040  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2040
 AJ2040                          STATION DESCRIPTION
 AJ2040
 AJ2040'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2040'THE STATION IS LOCATED APPROXIMATELY 8.21 KM (5.1 MI) SOUTHEAST OF
 AJ2040'MARYSVILLE, 10.14 KM (6.3 MI) NORTHWEST OF PLAIN CITY AND 41.06 KM
 AJ2040'(25.5
 AJ2040'MI)  EAST-NORTHEAST OF URBANA.
 AJ2040'TO REACH THE STATION FROM THE JUNCTION OF US ROUTES 33 AND 42 ,
 AJ2040'PROCEED WEST ON US ROUTE 33 FOR 5.96 KM (3.7 MI) TO THE EXIT FOR A
 AJ2040'REST STOP AND THE STATION ON THE RIGHT. THE STATION IS LOCATED ON
 AJ2040'THE RIGHT SIDE OF THE ENTRANCE TO THE REST STOP.
 AJ2040'THE STATION IS 17.96 M (58.9 FT) NORTHWEST OF A PINE TREE,  15.24 M
 AJ2040'(50
 AJ2040'FT) NORTHEAST OF THE EDGE OF PAVEMENT OF THE ENTRANCE TO THE
 AJ2040'REST AREA, 5.12 M (16.8 FT) SOUTHWEST OF A WIRE FENCE LINE. THE
 AJ2040'STATION IS A BRASS UNION COUNTY GPS DISK STAMPED-- TWP 11
 AJ2040'STATION 1-A--  SET IN THE TOP  OF A 12  INCH  DIAMETER CONCRETE
 AJ2040'MONUMENT WITH AN IMBEDDED  REBAR. THE STATION IS SET FLUSH
 AJ2040'WITH THE GROUND.
 AJ2040'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0134 ***********************************************************************
 MD0134  DESIGNATION -  11 KE
 MD0134  PID         -  MD0134
 MD0134  STATE/COUNTY-  OH/PAULDING
 MD0134  USGS QUAD   -  OAKWOOD (1973)
 MD0134
 MD0134                         *CURRENT SURVEY CONTROL
 MD0134  ___________________________________________________________________
 MD0134* NAD 83(1986)-  41 05 32.     (N)    084 29 45.     (W)     SCALED    
 MD0134* NAVD 88     -       216.258  (meters)     709.51   (feet)  ADJUSTED  
 MD0134  ___________________________________________________________________
 MD0134  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 MD0134  DYNAMIC HT  -         216.167 (meters)     709.21  (feet)  COMP
 MD0134  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 MD0134
 MD0134  VERT ORDER  -  FIRST     CLASS I
 MD0134
 MD0134.The horizontal coordinates were scaled from a topographic map and have
 MD0134.an estimated accuracy of +/- 6 seconds.
 MD0134
 MD0134.The orthometric height was determined by differential leveling
 MD0134.and adjusted by the National Geodetic Survey in April 1995..
 MD0134
 MD0134.The geoid height was determined by GEOID03.
 MD0134
 MD0134.The dynamic height is computed by dividing the NAVD 88
 MD0134.geopotential number by the normal gravity value computed on the
 MD0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0134.degrees latitude (g = 980.6199 gals.).
 MD0134
 MD0134.The modeled gravity was interpolated from observed gravity values.
 MD0134
 MD0134;                    North         East    Units  Estimated Accuracy
 MD0134;SPC OH N     -   160,220.      432,340.      MT  (+/- 180 meters Scaled)
 MD0134
 MD0134                          SUPERSEDED SURVEY CONTROL
 MD0134
 MD0134  NAVD 88 (06/15/91)  216.256  (m)          709.50   (f) UNKNOWN     1 1
 MD0134  NGVD 29 (01/19/93)  216.422  (m)          710.04   (f) ADJUSTED    1 1
 MD0134
 MD0134.Superseded values are not recommended for survey control.
 MD0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0134.See file dsdata.txt to determine how the superseded data were derived.
 MD0134
 MD0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL103520(NAD 83)
 MD0134_MARKER: DT = TOPOGRAPHIC STATION DISK
 MD0134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0134_SP_SET: WINGWALL
 MD0134_STAMPING: TT 11 KE 1959 710
 MD0134_MARK LOGO: USGS  
 MD0134_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0134+STABILITY: SURFACE MOTION
 MD0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0134+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0134
 MD0134  HISTORY     - Date     Condition        Report By
 MD0134  HISTORY     - 1959     MONUMENTED       USGS
 MD0134  HISTORY     - 1968     GOOD             CGS
 MD0134  HISTORY     - 19921020 GOOD             NGS
 MD0134
 MD0134                          STATION DESCRIPTION
 MD0134
 MD0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0134'4 MI W FROM MELROSE.
 MD0134'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 113 FROM THE CROSSING OF
 MD0134'THE NORFOLK AND WESTERN RAILWAY AT MELROSE, AT THE INTERSECTION
 MD0134'OF JACKSON TOWNSHIP ROAD NO. 137, SET ON THE TOP OF THE SOUTHWEST
 MD0134'END OF THE WEST CONCRETE WING WALL FOR THE SOUTH ABUTMENT OF
 MD0134'A 90-FOOT BRIDGE OVER BLUE CREEK, 49 FEET NORTH OF THE CENTER
 MD0134'LINE OF THE HIGHWAY, 11 FEET WEST OF THE CENTER LINE OF THE
 MD0134'TOWNSHIP ROAD, 4.5 FEET NORTHEAST OF THE SOUTHWEST END OF
 MD0134'THE WING WALL AND ABOUT LEVEL WITH THE HIGHWAY.  IN SECTION 26,
 MD0134'R 3 E, T 2 N.
 MD0134
 MD0134                          STATION RECOVERY (1992)
 MD0134
 MD0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0134'0.1 KM (0.05 MI) NORTHERLY ALONG STATE STREET FROM THE POST OFFICE IN
 MD0134'MELROSE, THENCE 6.5 KM (4.05 MI) WESTERLY ALONG STATE HIGHWAY 613, IN
 MD0134'TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 MD0134'SOUTHWEST CONCRETE WINGWALL OF A COUNTY ROAD 137 BRIDGE SPANNING BLUE
 MD0134'CREEK, 14.1 M (46.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.5 M (11.5
 MD0134'FT) WEST OF THE ROAD CENTER, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF
 MD0134'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3151 ***********************************************************************
 MB3151  DESIGNATION -  11 L
 MB3151  PID         -  MB3151
 MB3151  STATE/COUNTY-  OH/CUYAHOGA
 MB3151  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3151
 MB3151                         *CURRENT SURVEY CONTROL
 MB3151  ___________________________________________________________________
 MB3151* NAD 83(1995)-  41 23 47.48714(N)    081 41 15.71466(W)     ADJUSTED  
 MB3151* NAVD 88     -       274.3    (meters)     900.     (feet)  VERTCON   
 MB3151  ___________________________________________________________________
 MB3151  X           -     692,739.074 (meters)                     COMP
 MB3151  Y           -  -4,741,426.938 (meters)                     COMP
 MB3151  Z           -   4,195,717.027 (meters)                     COMP
 MB3151  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 MB3151  ELLIP HEIGHT-         240.23  (meters)          (10/07/05) GPS OBS
 MB3151  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 MB3151
 MB3151  HORZ ORDER  -  SECOND
 MB3151  ELLP ORDER  -  FOURTH    CLASS I
 MB3151
 MB3151.The horizontal coordinates were established by GPS observations
 MB3151.and adjusted by the National Geodetic Survey in April 1998..
 MB3151
 MB3151.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3151
 MB3151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3151
 MB3151.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3151
 MB3151.The ellipsoidal height was determined by GPS observations
 MB3151.and is referenced to NAD 83.
 MB3151
 MB3151.The geoid height was determined by GEOID03.
 MB3151
 MB3151;                    North         East     Units Scale Factor Converg.
 MB3151;SPC OH N     -   192,412.029   667,927.912   MT  0.99995557   +0 32 01.1
 MB3151;UTM  17      - 4,583,004.677   442,511.330   MT  0.99964067   -0 27 17.2
 MB3151
 MB3151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3151!SPC OH N     -   0.99996232  x   0.99995557  =   0.99991789
 MB3151!UTM  17      -   0.99996232  x   0.99964067  =   0.99960300
 MB3151
 MB3151                          SUPERSEDED SURVEY CONTROL
 MB3151
 MB3151  ELLIP H (04/01/98)  240.26   (m)                       GP(       ) 4 1
 MB3151  NAD 83(1995)-  41 23 47.49454(N)    081 41 15.71514(W) AD(       ) 2
 MB3151  NAD 83(1986)-  41 23 47.49726(N)    081 41 15.71607(W) AD(       ) 2
 MB3151  NGVD 29 (11/06/91)  274.5    (m)          901.     (f) GPS OBS        
 MB3151
 MB3151.Superseded values are not recommended for survey control.
 MB3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3151.See file dsdata.txt to determine how the superseded data were derived.
 MB3151
 MB3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4251183005(NAD 83)
 MB3151_MARKER: I = METAL ROD
 MB3151_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3151_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3151_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3151+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3151
 MB3151  HISTORY     - Date     Condition        Report By
 MB3151  HISTORY     - UNK      MONUMENTED
 MB3151  HISTORY     - 19900324 GOOD             AEROS
 MB3151
 MB3151                          STATION DESCRIPTION
 MB3151
 MB3151'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3151'STATION IS LOCATED 1.6 KM (1.00 MI) SOUTHEAST OF THE CITY OF PARMA,
 MB3151'4.8 KM (3.00 MI) NORTH OF THE CITY OF BROADVIEW HEIGHTS, AT THE
 MB3151'INTERSECTION OF BROADVIEW ROAD AND GRANTWOOD ROAD.
 MB3151'TO REACH FROM THE INTERSECTION OF GRANTWOOD AND STATE ROAD 94 IN
 MB3151'PARMA, GO EAST FOR 1.3 KM (0.80 MI) ON GRANTWOOD ROAD TO ITS
 MB3151'INTERSECTION WITH BROADVIEW ROAD-S.R. 76 AND THE STATION.
 MB3151'STATION IS A IRON ROD RECESSED 20 CM BELOW THE ROAD SURFACE ENCASED IN
 MB3151'A SQUARE IRON MONUMENT BOX.  LOCATED AT THE CENTERLINE-CENTERLINE OF
 MB3151'THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3152 ***********************************************************************
 MB3152  DESIGNATION -  11 P
 MB3152  PID         -  MB3152
 MB3152  STATE/COUNTY-  OH/CUYAHOGA
 MB3152  USGS QUAD   -  BROADVIEW HEIGHTS (1994)
 MB3152
 MB3152                         *CURRENT SURVEY CONTROL
 MB3152  ___________________________________________________________________
 MB3152* NAD 83(1995)-  41 21 41.55767(N)    081 41 04.44823(W)     ADJUSTED  
 MB3152* NAVD 88     -       332.7    (meters)    1092.     (feet)  VERTCON   
 MB3152  ___________________________________________________________________
 MB3152  X           -     693,375.827 (meters)                     COMP
 MB3152  Y           -  -4,743,973.752 (meters)                     COMP
 MB3152  Z           -   4,192,840.484 (meters)                     COMP
 MB3152  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 MB3152  ELLIP HEIGHT-         298.74  (meters)          (10/07/05) GPS OBS
 MB3152  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MB3152
 MB3152  HORZ ORDER  -  FIRST
 MB3152  ELLP ORDER  -  FOURTH    CLASS I
 MB3152
 MB3152.The horizontal coordinates were established by GPS observations
 MB3152.and adjusted by the National Geodetic Survey in April 1998..
 MB3152
 MB3152.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3152
 MB3152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3152
 MB3152.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3152
 MB3152.The ellipsoidal height was determined by GPS observations
 MB3152.and is referenced to NAD 83.
 MB3152
 MB3152.The geoid height was determined by GEOID03.
 MB3152
 MB3152;                    North         East     Units Scale Factor Converg.
 MB3152;SPC OH N     -   188,529.853   668,225.932   MT  0.99995226   +0 32 08.5
 MB3152;UTM  17      - 4,579,119.157   442,742.277   MT  0.99964035   -0 27 08.6
 MB3152
 MB3152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3152!SPC OH N     -   0.99995314  x   0.99995226  =   0.99990541
 MB3152!UTM  17      -   0.99995314  x   0.99964035  =   0.99959351
 MB3152
 MB3152                          SUPERSEDED SURVEY CONTROL
 MB3152
 MB3152  ELLIP H (04/01/98)  298.78   (m)                       GP(       ) 4 1
 MB3152  NAD 83(1995)-  41 21 41.56627(N)    081 41 04.44910(W) AD(       ) 1
 MB3152  NAD 83(1986)-  41 21 41.56756(N)    081 41 04.44906(W) AD(       ) 1
 MB3152  NGVD 29 (11/06/91)  332.9    (m)         1092.     (f) GPS OBS        
 MB3152
 MB3152.Superseded values are not recommended for survey control.
 MB3152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3152.See file dsdata.txt to determine how the superseded data were derived.
 MB3152
 MB3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4274279119(NAD 83)
 MB3152_MARKER: I = METAL ROD
 MB3152_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MB3152_SP_SET: DRIVEN INTO GROUND
 MB3152_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3152+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1990
 MB3152
 MB3152  HISTORY     - Date     Condition        Report By
 MB3152  HISTORY     - UNK      MONUMENTED
 MB3152  HISTORY     - 19900320 GOOD             AEROS
 MB3152
 MB3152                          STATION DESCRIPTION
 MB3152
 MB3152'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3152'THE STATION IS LOCATED IN SEVEN HILLS, ABOUT 2.75 KM (1.70 MI) WEST OF
 MB3152'INTERSTATE 77, AT THE INTERSECTION OF PLEASANT VALLEY ROAD AND
 MB3152'BROADVIEW ROAD.
 MB3152'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 77 AND PLEASANT
 MB3152'VALLEY DRIVE, GO WEST FOR 2.82 KM (1.75 MI) ON PLEASANT VALLEY DRIVE
 MB3152'TO THE STATION IN THE INTERSECTION OF PLEASANT VALLEY DRIVE AND BROAD
 MB3152'VIEW ROAD.
 MB3152'STATION IS A 2.5 CM DIAMETER IRON ROD RECESSED 7 CM BELOW THE ROAD
 MB3152'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED 2.43 M
 MB3152'(8.0 FT) NORTH OF THE INTERSECTION CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1382 ***********************************************************************
 MB1382  DESIGNATION -  11 RHP
 MB1382  PID         -  MB1382
 MB1382  STATE/COUNTY-  OH/SUMMIT
 MB1382  USGS QUAD   -  AKRON WEST (1994)
 MB1382
 MB1382                         *CURRENT SURVEY CONTROL
 MB1382  ___________________________________________________________________
 MB1382* NAD 83(1986)-  41 05 04.     (N)    081 32 38.     (W)     SCALED    
 MB1382* NAVD 88     -       331.134  (meters)    1086.40   (feet)  ADJUSTED  
 MB1382  ___________________________________________________________________
 MB1382  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB1382  DYNAMIC HT  -         330.989 (meters)    1085.92  (feet)  COMP
 MB1382  MODELED GRAV-     980,177.0   (mgal)                       NAVD 88
 MB1382
 MB1382  VERT ORDER  -  FIRST     CLASS II
 MB1382
 MB1382.The horizontal coordinates were scaled from a topographic map and have
 MB1382.an estimated accuracy of +/- 6 seconds.
 MB1382
 MB1382.The orthometric height was determined by differential leveling
 MB1382.and adjusted by the National Geodetic Survey in June 1991..
 MB1382
 MB1382.The geoid height was determined by GEOID03.
 MB1382
 MB1382.The dynamic height is computed by dividing the NAVD 88
 MB1382.geopotential number by the normal gravity value computed on the
 MB1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1382.degrees latitude (g = 980.6199 gals.).
 MB1382
 MB1382.The modeled gravity was interpolated from observed gravity values.
 MB1382
 MB1382;                    North         East    Units  Estimated Accuracy
 MB1382;SPC OH N     -   157,880.      680,330.      MT  (+/- 180 meters Scaled)
 MB1382
 MB1382                          SUPERSEDED SURVEY CONTROL
 MB1382
 MB1382  NGVD 29 (??/??/92)  331.332  (m)         1087.05   (f) ADJ UNCH    1 2
 MB1382
 MB1382.Superseded values are not recommended for survey control.
 MB1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1382.See file dsdata.txt to determine how the superseded data were derived.
 MB1382
 MB1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF543482(NAD 83)
 MB1382_MARKER: DD = SURVEY DISK
 MB1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1382_STAMPING: 11 RHP 1087 1956
 MB1382_MARK LOGO: USGS  
 MB1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1382+STABILITY: SURFACE MOTION
 MB1382
 MB1382  HISTORY     - Date     Condition        Report By
 MB1382  HISTORY     - 1956     MONUMENTED       USGS
 MB1382  HISTORY     - 1963     GOOD             CGS
 MB1382
 MB1382                          STATION DESCRIPTION
 MB1382
 MB1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1382'AT AKRON.
 MB1382'AT AKRON, ALONG COPLEY ROAD, AT THE INTERSECTION OF COPLEY
 MB1382'ROAD AND BRIAWOOD AVENUE, IN THE WESTERN PART OF THE CITY,
 MB1382'8.2 FEET SOUTH OF THE SOUTH CURB OF COPLEY ROAD, 59 FEET WEST OF
 MB1382'THE EXTENDED CENTER LINE OF BRIAWOOD AVENUE, 7 FEET SOUTH OF
 MB1382'POWER LINE POLE NO. 85557, 1.8 FEET NORTH OF THE NORTHEAST CORNER
 MB1382'OF A BRICK PILLAR, 1 FOOT SOUTH OF THE SOUTH EDGE OF A CONCRETE
 MB1382'SIDEWALK, 1 FOOT ABOVE THE LEVEL OF COPLEY ROAD AND SET IN THE
 MB1382'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 MB1382'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0760 ***********************************************************************
 JZ0760  DESIGNATION -  110
 JZ0760  PID         -  JZ0760
 JZ0760  STATE/COUNTY-  OH/HAMILTON
 JZ0760  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0760
 JZ0760                         *CURRENT SURVEY CONTROL
 JZ0760  ___________________________________________________________________
 JZ0760* NAD 83(1986)-  39 09 18.     (N)    084 36 16.     (W)     SCALED    
 JZ0760* NAVD 88     -       273.505  (meters)     897.32   (feet)  ADJUSTED  
 JZ0760  ___________________________________________________________________
 JZ0760  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ0760  DYNAMIC HT  -         273.333 (meters)     896.76  (feet)  COMP
 JZ0760  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JZ0760
 JZ0760  VERT ORDER  -  FIRST     CLASS II
 JZ0760
 JZ0760.The horizontal coordinates were scaled from a topographic map and have
 JZ0760.an estimated accuracy of +/- 6 seconds.
 JZ0760
 JZ0760.The orthometric height was determined by differential leveling
 JZ0760.and adjusted by the National Geodetic Survey in June 1991..
 JZ0760
 JZ0760.The geoid height was determined by GEOID03.
 JZ0760
 JZ0760.The dynamic height is computed by dividing the NAVD 88
 JZ0760.geopotential number by the normal gravity value computed on the
 JZ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0760.degrees latitude (g = 980.6199 gals.).
 JZ0760
 JZ0760.The modeled gravity was interpolated from observed gravity values.
 JZ0760
 JZ0760;                    North         East    Units  Estimated Accuracy
 JZ0760;SPC OH S     -   130,340.      418,130.      MT  (+/- 180 meters Scaled)
 JZ0760
 JZ0760                          SUPERSEDED SURVEY CONTROL
 JZ0760
 JZ0760  NGVD 29 (??/??/92)  273.684  (m)          897.91   (f) ADJ UNCH    1 2
 JZ0760
 JZ0760.Superseded values are not recommended for survey control.
 JZ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0760.See file dsdata.txt to determine how the superseded data were derived.
 JZ0760
 JZ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ069367(NAD 83)
 JZ0760_MARKER: DD = SURVEY DISK
 JZ0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0760_STAMPING: 110
 JZ0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0760+STABILITY: SURFACE MOTION
 JZ0760
 JZ0760  HISTORY     - Date     Condition        Report By
 JZ0760  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0760  HISTORY     - 1947     GOOD             NGS
 JZ0760  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ0760
 JZ0760                          STATION DESCRIPTION
 JZ0760
 JZ0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0760'AT CHEVIOT.
 JZ0760'AT CHEVIOT, AT THE JUNCTION OF HARRISON AVENUE AND HIGBEE STREET,
 JZ0760'8.5 FEET NORTH OF THE NORTH CURB LINE OF HARRISON AVENUE, 6.9
 JZ0760'FEET EAST OF THE WEST PROLONGATION OF THE CURB LINE OF HIGBEE
 JZ0760'STREET, 8.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 3 STORY
 JZ0760'BRICK BUILDING.  A CONCRETE POST SET FLUSH WITH THE GROUND.
 JZ0760
 JZ0760                          STATION RECOVERY (2004)
 JZ0760
 JZ0760'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1255 ***********************************************************************
 KY1255  DESIGNATION -  1100
 KY1255  PID         -  KY1255
 KY1255  STATE/COUNTY-  OH/STARK
 KY1255  USGS QUAD   -  CANTON EAST (1985)
 KY1255
 KY1255                         *CURRENT SURVEY CONTROL
 KY1255  ___________________________________________________________________
 KY1255* NAD 83(1986)-  40 49 55.     (N)    081 16 31.     (W)     SCALED    
 KY1255* NAVD 88     -       335.312  (meters)    1100.10   (feet)  ADJUSTED  
 KY1255  ___________________________________________________________________
 KY1255  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KY1255  DYNAMIC HT  -         335.153 (meters)    1099.58  (feet)  COMP
 KY1255  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 KY1255
 KY1255  VERT ORDER  -  FIRST     CLASS I
 KY1255
 KY1255.The horizontal coordinates were scaled from a topographic map and have
 KY1255.an estimated accuracy of +/- 6 seconds.
 KY1255
 KY1255.The orthometric height was determined by differential leveling
 KY1255.and adjusted by the National Geodetic Survey in June 1991..
 KY1255
 KY1255.The geoid height was determined by GEOID03.
 KY1255
 KY1255.The dynamic height is computed by dividing the NAVD 88
 KY1255.geopotential number by the normal gravity value computed on the
 KY1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1255.degrees latitude (g = 980.6199 gals.).
 KY1255
 KY1255.The modeled gravity was interpolated from observed gravity values.
 KY1255
 KY1255;                    North         East    Units  Estimated Accuracy
 KY1255;SPC OH N     -   130,120.      703,300.      MT  (+/- 180 meters Scaled)
 KY1255
 KY1255                          SUPERSEDED SURVEY CONTROL
 KY1255
 KY1255  NGVD 29 (??/??/92)  335.494  (m)         1100.70   (f) ADJ UNCH    1 1
 KY1255
 KY1255.Superseded values are not recommended for survey control.
 KY1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1255.See file dsdata.txt to determine how the superseded data were derived.
 KY1255
 KY1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF767201(NAD 83)
 KY1255_MARKER: Q = CHISELED SQUARE
 KY1255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1255_SP_SET: BRIDGE
 KY1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1255
 KY1255  HISTORY     - Date     Condition        Report By
 KY1255  HISTORY     - 1966     MONUMENTED       PRR
 KY1255  HISTORY     - 1966     GOOD             NGS
 KY1255  HISTORY     - 19930723 GOOD             OHDT
 KY1255
 KY1255                          STATION DESCRIPTION
 KY1255
 KY1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1255'0.7 MI SW FROM LOUISVILLE.
 KY1255'ABOUT 0.7 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1255'CROSSING OF STATE HIGHWAY 153 AT LOUISVILLE, ABOUT 0.2 MILE
 KY1255'NORTHEAST OF MILEPOST 96, IN SECTION 29, R 7 W, T 19 N, ON THE TOP
 KY1255'OF THE WEST CORNER OF THE NORTHWEST END OF THE NORTHEAST STONE
 KY1255'HEAD WALL TO A STONE AND CONCRETE BRIDGE OVER A SMALL STREAM, 24
 KY1255'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NEAR TRACK AND 4 FEET
 KY1255'BELOW THE LEVEL OF THE TRACK.  A 2-INCH OUTLINED SQUARE.
 KY1255
 KY1255                          STATION RECOVERY (1993)
 KY1255
 KY1255'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY1255'------REPORT BY ODOT-------YEAR 1993------CONDITION -- GOOD------
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0799 ***********************************************************************
 KZ0799  DESIGNATION -  1101
 KZ0799  PID         -  KZ0799
 KZ0799  STATE/COUNTY-  OH/KNOX
 KZ0799  USGS QUAD   -  HOMER (1984)
 KZ0799
 KZ0799                         *CURRENT SURVEY CONTROL
 KZ0799  ___________________________________________________________________
 KZ0799* NAD 83(1986)-  40 21 00.     (N)    082 33 09.     (W)     SCALED    
 KZ0799* NAVD 88     -       335.383  (meters)    1100.34   (feet)  ADJUSTED  
 KZ0799  ___________________________________________________________________
 KZ0799  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KZ0799  DYNAMIC HT  -         335.205 (meters)    1099.75  (feet)  COMP
 KZ0799  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 KZ0799
 KZ0799  VERT ORDER  -  SECOND    CLASS 0
 KZ0799
 KZ0799.The horizontal coordinates were scaled from a topographic map and have
 KZ0799.an estimated accuracy of +/- 6 seconds.
 KZ0799
 KZ0799.The orthometric height was determined by differential leveling
 KZ0799.and adjusted by the National Geodetic Survey in June 1991..
 KZ0799
 KZ0799.The geoid height was determined by GEOID03.
 KZ0799
 KZ0799.The dynamic height is computed by dividing the NAVD 88
 KZ0799.geopotential number by the normal gravity value computed on the
 KZ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0799.degrees latitude (g = 980.6199 gals.).
 KZ0799
 KZ0799.The modeled gravity was interpolated from observed gravity values.
 KZ0799
 KZ0799;                    North         East    Units  Estimated Accuracy
 KZ0799;SPC OH N     -    75,880.      595,540.      MT  (+/- 180 meters Scaled)
 KZ0799
 KZ0799                          SUPERSEDED SURVEY CONTROL
 KZ0799
 KZ0799  NGVD 29 (??/??/92)  335.539  (m)         1100.85   (f) ADJ UNCH    2 0
 KZ0799
 KZ0799.Superseded values are not recommended for survey control.
 KZ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0799.See file dsdata.txt to determine how the superseded data were derived.
 KZ0799
 KZ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE681677(NAD 83)
 KZ0799_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KZ0799_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0799_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0799_STAMPING: 1101 OHIO
 KZ0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0799
 KZ0799  HISTORY     - Date     Condition        Report By
 KZ0799  HISTORY     - UNK      MONUMENTED       USGS
 KZ0799  HISTORY     - 1959     GOOD             NGS
 KZ0799
 KZ0799                          STATION DESCRIPTION
 KZ0799
 KZ0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0799'AT BANGS.
 KZ0799'AT BANGS, ALONG THE PENNSYLVANIA RAILROAD, AT THE CROSSING OF
 KZ0799'A BLACK TOP ROAD, 28 1/2 FEET NORTH OF THE NORTH RAIL OF MAIN
 KZ0799'TRACK, 36 FEET WEST OF THE CENTER LINE OF BLACK TOP ROAD, 13 1/2
 KZ0799'FEET WEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A WIRE FENCE,
 KZ0799'21 1/2 FEET WEST-NORTHWEST OF A CROSSING SIGN, 145 YARDS WEST OF
 KZ0799'A STEEL RAILROAD BRIDGE ACROSS DRY CREEK, ABOUT 2 FEET BELOW THE
 KZ0799'LEVEL OF THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 KZ0799'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0139 ***********************************************************************
 KZ0139  DESIGNATION -  1101
 KZ0139  PID         -  KZ0139
 KZ0139  STATE/COUNTY-  OH/ASHLAND
 KZ0139  USGS QUAD   -  ASHLAND NORTH (1972)
 KZ0139
 KZ0139                         *CURRENT SURVEY CONTROL
 KZ0139  ___________________________________________________________________
 KZ0139* NAD 83(1986)-  40 57 56.     (N)    082 21 58.     (W)     SCALED    
 KZ0139* NAVD 88     -       335.485  (meters)    1100.67   (feet)  ADJUSTED  
 KZ0139  ___________________________________________________________________
 KZ0139  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KZ0139  DYNAMIC HT  -         335.331 (meters)    1100.17  (feet)  COMP
 KZ0139  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 KZ0139
 KZ0139  VERT ORDER  -  SECOND    CLASS 0
 KZ0139
 KZ0139.The horizontal coordinates were scaled from a topographic map and have
 KZ0139.an estimated accuracy of +/- 6 seconds.
 KZ0139
 KZ0139.The orthometric height was determined by differential leveling
 KZ0139.and adjusted by the National Geodetic Survey in June 1991..
 KZ0139
 KZ0139.The geoid height was determined by GEOID03.
 KZ0139
 KZ0139.The dynamic height is computed by dividing the NAVD 88
 KZ0139.geopotential number by the normal gravity value computed on the
 KZ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0139.degrees latitude (g = 980.6199 gals.).
 KZ0139
 KZ0139.The modeled gravity was interpolated from observed gravity values.
 KZ0139
 KZ0139;                    North         East    Units  Estimated Accuracy
 KZ0139;SPC OH N     -   144,250.      611,270.      MT  (+/- 180 meters Scaled)
 KZ0139
 KZ0139                          SUPERSEDED SURVEY CONTROL
 KZ0139
 KZ0139  NGVD 29 (??/??/92)  335.657  (m)         1101.23   (f) ADJ UNCH    2 0
 KZ0139
 KZ0139.Superseded values are not recommended for survey control.
 KZ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0139.See file dsdata.txt to determine how the superseded data were derived.
 KZ0139
 KZ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF850358(NAD 83)
 KZ0139_MARKER: DB = BENCH MARK DISK
 KZ0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0139_SP_SET: FOUNDATION
 KZ0139_STAMPING: 1101
 KZ0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0139
 KZ0139  HISTORY     - Date     Condition        Report By
 KZ0139  HISTORY     - UNK      MONUMENTED       USGS
 KZ0139  HISTORY     - 1959     GOOD             NGS
 KZ0139  HISTORY     - 1970     GOOD             NGS
 KZ0139
 KZ0139                          STATION DESCRIPTION
 KZ0139
 KZ0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0139'AT SAVANNAH.
 KZ0139'AT SAVANNAH, ABOUT 0.25 MILE NORTH ALONG STATE HIGHWAY 545 FROM
 KZ0139'CLEAR CREEK SCHOOL, 0.1 MILE WEST OF THE INTERSECTION OF U.S.
 KZ0139'HIGHWAY 250 AND STATE HIGHWAY 60 AND A EAST-WEST BLACK TOP STREET,
 KZ0139'30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY
 KZ0139'IN THE EAST FACE OF THE STONE FOUNDATION OF SOUTHEAST CORNER
 KZ0139'OF EAST WING OF SAVANNAH FEDERATED CHURCH, 2 1/2 FEET NORTH OF
 KZ0139'THE SOUTHEAST CORNER, 2 FEET ABOVE THE GROUND, AND ABOUT LEVEL
 KZ0139'WITH THE HIGHWAY.  ALSO ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY
 KZ0139'250 AND STATE HIGHWAY 60 FROM CLEAR CREEK SCHOOL, THENCE ABOUT 0.1
 KZ0139'MILE WEST ALONG A BLACK TOP STREET.
 KZ0139
 KZ0139                          STATION RECOVERY (1970)
 KZ0139
 KZ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1512 ***********************************************************************
 MB1512  DESIGNATION -  1103
 MB1512  PID         -  MB1512
 MB1512  STATE/COUNTY-  OH/CUYAHOGA
 MB1512  USGS QUAD   -  LAKEWOOD (1985)
 MB1512
 MB1512                         *CURRENT SURVEY CONTROL
 MB1512  ___________________________________________________________________
 MB1512* NAD 83(1986)-  41 29 19.     (N)    081 45 58.     (W)     SCALED    
 MB1512* NAVD 88     -       195.523  (meters)     641.48   (feet)  ADJUSTED  
 MB1512  ___________________________________________________________________
 MB1512  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB1512  DYNAMIC HT  -         195.447 (meters)     641.23  (feet)  COMP
 MB1512  MODELED GRAV-     980,230.1   (mgal)                       NAVD 88
 MB1512
 MB1512  VERT ORDER  -  FIRST     CLASS II
 MB1512
 MB1512.The horizontal coordinates were scaled from a topographic map and have
 MB1512.an estimated accuracy of +/- 6 seconds.
 MB1512
 MB1512.The orthometric height was determined by differential leveling
 MB1512.and adjusted by the National Geodetic Survey in June 1991..
 MB1512
 MB1512.The geoid height was determined by GEOID03.
 MB1512
 MB1512.The dynamic height is computed by dividing the NAVD 88
 MB1512.geopotential number by the normal gravity value computed on the
 MB1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1512.degrees latitude (g = 980.6199 gals.).
 MB1512
 MB1512.The modeled gravity was interpolated from observed gravity values.
 MB1512
 MB1512;                    North         East    Units  Estimated Accuracy
 MB1512;SPC OH N     -   202,580.      661,290.      MT  (+/- 180 meters Scaled)
 MB1512
 MB1512                          SUPERSEDED SURVEY CONTROL
 MB1512
 MB1512  NGVD 29 (06/03/92)  195.762  (m)          642.26   (f) ADJUSTED    1 2
 MB1512
 MB1512.Superseded values are not recommended for survey control.
 MB1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1512.See file dsdata.txt to determine how the superseded data were derived.
 MB1512
 MB1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF360932(NAD 83)
 MB1512_MARKER: DD = SURVEY DISK
 MB1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1512_SP_SET: CONCRETE POST
 MB1512_STAMPING: 1103
 MB1512_MARK LOGO: CRGS  
 MB1512_PROJECTION: RECESSED 6 CENTIMETERS
 MB1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1512+STABILITY: SURFACE MOTION
 MB1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1512+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 MB1512
 MB1512  HISTORY     - Date     Condition        Report By
 MB1512  HISTORY     - UNK      MONUMENTED       CRGS
 MB1512  HISTORY     - 1980     GOOD             NGS
 MB1512  HISTORY     - 20040831 GOOD             OHDT
 MB1512  HISTORY     - 20060625 GOOD             GEOCAC
 MB1512
 MB1512                          STATION DESCRIPTION
 MB1512
 MB1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1512'IN CLEVELAND.
 MB1512'IN CLEVELAND, IN THE NORTHWEST SECTION OF THE CITY, AT THE JUNCTION OF
 MB1512'LAKE ROAD AND WEST 115 TH STREET, 0.24 KILOMETERS (0.15 MILE) WEST OF
 MB1512'THE LAKEWOOD AND CLEVELAND BOUNDRY LINE, SET NORTH OF THE NORTHEAST
 MB1512'CORNER OF THE INTERSECTION IN THE CENTER OF THE SIDEWALK ENCASED IN A
 MB1512'12-INCH METAL PIPE WITH A COVER IMPRINTED (MON) AND IS FLUSH WITH
 MB1512'THE SIDEWALK, 20.12 METER (66.0 FEET) SOUTHWEST OF THE SOUTHWEST
 MB1512'CORNER OF HOUSE 11416 LAKE ROAD, 14.03 METERS (46.0 FEET) NORTH OF
 MB1512'THE CENTER LINE OF LAKE ROAD, 4.27 METERS (14.0 FEET) EAST OF THE
 MB1512'CENTER OF WEST 115 TH STREET.
 MB1512
 MB1512                          STATION RECOVERY (2004)
 MB1512
 MB1512'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1512'RECOVERED IN GOOD CONDITION.
 MB1512
 MB1512                          STATION RECOVERY (2006)
 MB1512
 MB1512'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1047 ***********************************************************************
 KZ1047  DESIGNATION -  1103
 KZ1047  PID         -  KZ1047
 KZ1047  STATE/COUNTY-  OH/RICHLAND
 KZ1047  USGS QUAD   -  SHELBY (1980)
 KZ1047
 KZ1047                         *CURRENT SURVEY CONTROL
 KZ1047  ___________________________________________________________________
 KZ1047* NAD 83(1986)-  40 52 53.     (N)    082 39 53.     (W)     SCALED    
 KZ1047* NAVD 88     -       335.813  (meters)    1101.75   (feet)  ADJUSTED  
 KZ1047  ___________________________________________________________________
 KZ1047  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KZ1047  DYNAMIC HT  -         335.651 (meters)    1101.21  (feet)  COMP
 KZ1047  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 KZ1047
 KZ1047  VERT ORDER  -  SECOND    CLASS 0
 KZ1047
 KZ1047.The horizontal coordinates were scaled from a topographic map and have
 KZ1047.an estimated accuracy of +/- 6 seconds.
 KZ1047
 KZ1047.The orthometric height was determined by differential leveling
 KZ1047.and adjusted by the National Geodetic Survey in June 1991..
 KZ1047
 KZ1047.The geoid height was determined by GEOID03.
 KZ1047
 KZ1047.The dynamic height is computed by dividing the NAVD 88
 KZ1047.geopotential number by the normal gravity value computed on the
 KZ1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1047.degrees latitude (g = 980.6199 gals.).
 KZ1047
 KZ1047.The modeled gravity was interpolated from observed gravity values.
 KZ1047
 KZ1047;                    North         East    Units  Estimated Accuracy
 KZ1047;SPC OH N     -   134,900.      586,120.      MT  (+/- 180 meters Scaled)
 KZ1047
 KZ1047                          SUPERSEDED SURVEY CONTROL
 KZ1047
 KZ1047  NGVD 29 (??/??/92)  335.95   (m)         1102.2    (f) COMPUTED    2 0
 KZ1047
 KZ1047.Superseded values are not recommended for survey control.
 KZ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1047.See file dsdata.txt to determine how the superseded data were derived.
 KZ1047
 KZ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF597269(NAD 83)
 KZ1047_MARKER: P = PIPE CAP
 KZ1047_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1047_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1047_STAMPING: 1103 OHIO
 KZ1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1047
 KZ1047  HISTORY     - Date     Condition        Report By
 KZ1047  HISTORY     - UNK      MONUMENTED       USGS
 KZ1047  HISTORY     - 1959     GOOD             NGS
 KZ1047  HISTORY     - 1967     MARK NOT FOUND   NGS
 KZ1047  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KZ1047
 KZ1047                          STATION DESCRIPTION
 KZ1047
 KZ1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1047'AT SHELBY.
 KZ1047'AT SHELBY, AT THE INTERSECTION OF WEST MAIN STREET AND THE NEW
 KZ1047'YORK CENTRAL RAILROAD, 51 1/2 FEET WEST OF WEST RAIL OF SOUTH
 KZ1047'BOUND MAIN TRACK, 22 FEET NORTH OF CENTER LINE OF WEST MAIN STREET,
 KZ1047'6 FEET EAST OF A FIRE HYDRANT, 4.2 FEET SOUTH OF SOUTH EDGE OF A
 KZ1047'CONCRETE SIDE WALK, ABOUT 1 1/2 FOOT ABOVE LEVEL OF WEST MAIN
 KZ1047'STREET AND PROJECTING 8 INCHES.
 KZ1047
 KZ1047                          STATION RECOVERY (1967)
 KZ1047
 KZ1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ1047'MARK NOT FOUND.
 KZ1047
 KZ1047                          STATION RECOVERY (1987)
 KZ1047
 KZ1047'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1287 ***********************************************************************
 KY1287  DESIGNATION -  1104
 KY1287  PID         -  KY1287
 KY1287  STATE/COUNTY-  OH/STARK
 KY1287  USGS QUAD   -  ROBERTSVILLE (1994)
 KY1287
 KY1287                         *CURRENT SURVEY CONTROL
 KY1287  ___________________________________________________________________
 KY1287* NAD 83(1986)-  40 46 19.     (N)    081 08 58.     (W)     SCALED    
 KY1287* NAVD 88     -       336.189  (meters)    1102.98   (feet)  ADJUSTED  
 KY1287  ___________________________________________________________________
 KY1287  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KY1287  DYNAMIC HT  -         336.027 (meters)    1102.45  (feet)  COMP
 KY1287  MODELED GRAV-     980,133.8   (mgal)                       NAVD 88
 KY1287
 KY1287  VERT ORDER  -  SECOND    CLASS 0
 KY1287
 KY1287.The horizontal coordinates were scaled from a topographic map and have
 KY1287.an estimated accuracy of +/- 6 seconds.
 KY1287
 KY1287.The orthometric height was determined by differential leveling
 KY1287.and adjusted by the National Geodetic Survey in June 1991..
 KY1287
 KY1287.The geoid height was determined by GEOID03.
 KY1287
 KY1287.The dynamic height is computed by dividing the NAVD 88
 KY1287.geopotential number by the normal gravity value computed on the
 KY1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1287.degrees latitude (g = 980.6199 gals.).
 KY1287
 KY1287.The modeled gravity was interpolated from observed gravity values.
 KY1287
 KY1287;                    North         East    Units  Estimated Accuracy
 KY1287;SPC OH N     -   123,620.      714,010.      MT  (+/- 180 meters Scaled)
 KY1287
 KY1287                          SUPERSEDED SURVEY CONTROL
 KY1287
 KY1287  NGVD 29 (??/??/92)  336.357  (m)         1103.53   (f) ADJ UNCH    2 0
 KY1287
 KY1287.Superseded values are not recommended for survey control.
 KY1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1287.See file dsdata.txt to determine how the superseded data were derived.
 KY1287
 KY1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF873134(NAD 83)
 KY1287_MARKER: DD = SURVEY DISK
 KY1287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1287_SP_SET: WATER TABLE
 KY1287_STAMPING: 1104
 KY1287_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1287
 KY1287  HISTORY     - Date     Condition        Report By
 KY1287  HISTORY     - 1934     MONUMENTED       USGS
 KY1287  HISTORY     - 1958     GOOD             NGS
 KY1287  HISTORY     - 19910703 POOR             OHDT
 KY1287
 KY1287                          STATION DESCRIPTION
 KY1287
 KY1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KY1287'1.8 MI S FROM PARIS.
 KY1287'1.8 MILES SOUTH ALONG THE ALLIANCE BRANCH OF THE NEW YORK CENTRAL
 KY1287'RAILROAD FROM THE STATION AT PARIS, STARK COUNTY, AT A
 KY1287'GRAVEL-ROAD CROSSING, 66 YARDS NORTHWEST OF THE INTERSECTION OF
 KY1287'THE WEST RAIL AND THE CENTERLINE OF THE ROAD, AT THE MOUNT
 KY1287'PLEASANT SCHOOL, IN THE SOUTH FACE OF THE THIRD CONFORMATION OF
 KY1287'THE WATER TABLE, 4 YARDS WEST OF THE SOUTHWEST CORNER OF THE
 KY1287'BUILDING, 27 YARDS WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH
 KY1287'THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KY1287'DISK, STAMPED 1104 AND SET VERTICALLY.  NOTE-- SCHOOL HOUSE IS
 KY1287'NOW OCCUPIED AS A RESIDENCE.  THE GRAVEL ROAD IS SIGNPOSTED
 KY1287'FREED ROAD.
 KY1287
 KY1287                          STATION RECOVERY (1991)
 KY1287
 KY1287'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (SJ)
 KY1287'------ REPORT BY ODOT --------1991--------- CONDITION - MUTILATED ---
 KY1287'HALF OF THE DISK IS BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1912 ***********************************************************************
 KY1912  DESIGNATION -  1108.69
 KY1912  PID         -  KY1912
 KY1912  STATE/COUNTY-  OH/STARK
 KY1912  USGS QUAD   -  DALTON (1994)
 KY1912
 KY1912                         *CURRENT SURVEY CONTROL
 KY1912  ___________________________________________________________________
 KY1912* NAD 83(1986)-  40 49 40.     (N)    081 38 52.     (W)     SCALED    
 KY1912* NAVD 88     -       337.727  (meters)    1108.03   (feet)  ADJUSTED  
 KY1912  ___________________________________________________________________
 KY1912  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KY1912  DYNAMIC HT  -         337.575 (meters)    1107.53  (feet)  COMP
 KY1912  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 KY1912
 KY1912  VERT ORDER  -  SECOND    CLASS 0
 KY1912
 KY1912.The horizontal coordinates were scaled from a topographic map and have
 KY1912.an estimated accuracy of +/- 6 seconds.
 KY1912
 KY1912.The orthometric height was determined by differential leveling
 KY1912.and adjusted by the National Geodetic Survey in June 1991..
 KY1912
 KY1912.The geoid height was determined by GEOID03.
 KY1912
 KY1912.The dynamic height is computed by dividing the NAVD 88
 KY1912.geopotential number by the normal gravity value computed on the
 KY1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1912.degrees latitude (g = 980.6199 gals.).
 KY1912
 KY1912.The modeled gravity was interpolated from observed gravity values.
 KY1912
 KY1912;                    North         East    Units  Estimated Accuracy
 KY1912;SPC OH N     -   129,290.      671,880.      MT  (+/- 180 meters Scaled)
 KY1912
 KY1912                          SUPERSEDED SURVEY CONTROL
 KY1912
 KY1912  NGVD 29 (??/??/92)  337.952  (m)         1108.76   (f) ADJ UNCH    2 0
 KY1912
 KY1912.Superseded values are not recommended for survey control.
 KY1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1912.See file dsdata.txt to determine how the superseded data were derived.
 KY1912
 KY1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF453198(NAD 83)
 KY1912_MARKER: DD = SURVEY DISK
 KY1912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1912_SP_SET: ABUTMENT
 KY1912_STAMPING: 1108.69
 KY1912_MARK LOGO: OH-151
 KY1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1912
 KY1912  HISTORY     - Date     Condition        Report By
 KY1912  HISTORY     - 1959     MONUMENTED       OH-151
 KY1912  HISTORY     - 1959     GOOD             CGS
 KY1912  HISTORY     - 19910528 MARK NOT FOUND   OHDT
 KY1912
 KY1912                          STATION DESCRIPTION
 KY1912
 KY1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1912'7 MI S FROM WARWICK.
 KY1912'ABOUT 0.35 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1912'FROM THE CONTROL TOWER AT WARWICK, THENCE ABOUT 6.65 MILES SOUTH
 KY1912'ALONG N. LAWRENCE ROAD AND ROAD 103, 0.4 MILE NORTH OF THE
 KY1912'JUNCTION OF ROAD 7 LEADING WEST, 0.2 MILE NORTH OF THE JUNCTION
 KY1912'OF A BLACK TOP ROAD LEADING EAST, 0.45 MILE NORTH OF A DRIVE
 KY1912'LEADING WEST TO A CHURCH AND CEMETERY, 0.1 MILE SOUTH OF A BRIDGE
 KY1912'OVER A CREEK BRANCH, 15 1/2 FEET EAST OF THE CENTER LINE OF THE
 KY1912'ROAD, IN TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A
 KY1912'BRIDGE OVER A CREEK BRANCH, AND ABOUT LEVEL WITH THE ROAD.
 KY1912
 KY1912                          STATION RECOVERY (1991)
 KY1912
 KY1912'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1912'------ REPORT BY ODOT ---------1991----------- CONDITION - UNKNOWN---
 KY1912'NOTE*NO LONGER ANY SIGN OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1095 ***********************************************************************
 KZ1095  DESIGNATION -  1110
 KZ1095  PID         -  KZ1095
 KZ1095  STATE/COUNTY-  OH/MORROW
 KZ1095  USGS QUAD   -  MOUNT GILEAD (1987)
 KZ1095
 KZ1095                         *CURRENT SURVEY CONTROL
 KZ1095  ___________________________________________________________________
 KZ1095* NAD 83(1986)-  40 36 38.     (N)    082 50 36.     (W)     SCALED    
 KZ1095* NAVD 88     -       337.841  (meters)    1108.40   (feet)  ADJUSTED  
 KZ1095  ___________________________________________________________________
 KZ1095  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KZ1095  DYNAMIC HT  -         337.671 (meters)    1107.84  (feet)  COMP
 KZ1095  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 KZ1095
 KZ1095  VERT ORDER  -  FIRST     CLASS I
 KZ1095
 KZ1095.The horizontal coordinates were scaled from a topographic map and have
 KZ1095.an estimated accuracy of +/- 6 seconds.
 KZ1095
 KZ1095.The orthometric height was determined by differential leveling
 KZ1095.and adjusted by the National Geodetic Survey in June 1991..
 KZ1095.WARNING-Repeat measurements at this control monument indicate possible
 KZ1095.vertical movement.
 KZ1095
 KZ1095.The geoid height was determined by GEOID03.
 KZ1095
 KZ1095.The dynamic height is computed by dividing the NAVD 88
 KZ1095.geopotential number by the normal gravity value computed on the
 KZ1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1095.degrees latitude (g = 980.6199 gals.).
 KZ1095
 KZ1095.The modeled gravity was interpolated from observed gravity values.
 KZ1095
 KZ1095;                    North         East    Units  Estimated Accuracy
 KZ1095;SPC OH N     -   104,870.      570,950.      MT  (+/- 180 meters Scaled)
 KZ1095
 KZ1095                          SUPERSEDED SURVEY CONTROL
 KZ1095
 KZ1095  NGVD 29 (??/??/92)  337.984  (m)         1108.87   (f) ADJ UNCH    1 1
 KZ1095
 KZ1095.Superseded values are not recommended for survey control.
 KZ1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1095.See file dsdata.txt to determine how the superseded data were derived.
 KZ1095
 KZ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE440971(NAD 83)
 KZ1095_MARKER: P = PIPE CAP
 KZ1095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1095_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1095_STAMPING: 1110
 KZ1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1095
 KZ1095  HISTORY     - Date     Condition        Report By
 KZ1095  HISTORY     - UNK      MONUMENTED       USGS
 KZ1095  HISTORY     - 1967     GOOD             NGS
 KZ1095  HISTORY     - 1971     GOOD             NGS
 KZ1095
 KZ1095                          STATION DESCRIPTION
 KZ1095
 KZ1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1095'3.9 MI N FROM EDISON.
 KZ1095'ABOUT 3.9 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1095'FROM THE CROSSING OF STATE HIGHWAY 95 AT EDISON, ABOUT 0.2
 KZ1095'MILE SOUTH OF MILEPOST 89, 44 FEET SOUTHEAST OF THE CENTER OF
 KZ1095'THE CROSSING OF MARION WILLIAMSPORT ROAD, 38.4 FEET EAST OF THE
 KZ1095'EAST RAIL, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 11 FEET
 KZ1095'SOUTHWEST OF A FENCE CORNER, 9 FEET WEST OF THE RIGHT-OF-WAY
 KZ1095'FENCE LINE, 1 FOOT NORTH OF A METAL WITNESS POST, 3 FEET BELOW
 KZ1095'THE LEVEL OF THE TRACK AND PROJECTS 1.1 FEET ABOVE THE LEVEL OF
 KZ1095'THE GROUND.
 KZ1095
 KZ1095                          STATION RECOVERY (1971)
 KZ1095
 KZ1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0964 ***********************************************************************
 KZ0964  DESIGNATION -  1110
 KZ0964  PID         -  KZ0964
 KZ0964  STATE/COUNTY-  OH/DELAWARE
 KZ0964  USGS QUAD   -  OLIVE GREEN (1973)
 KZ0964
 KZ0964                         *CURRENT SURVEY CONTROL
 KZ0964  ___________________________________________________________________
 KZ0964* NAD 83(1986)-  40 19 09.     (N)    082 49 49.     (W)     SCALED    
 KZ0964* NAVD 88     -       337.761  (meters)    1108.14   (feet)  ADJUSTED  
 KZ0964  ___________________________________________________________________
 KZ0964  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ0964  DYNAMIC HT  -         337.581 (meters)    1107.55  (feet)  COMP
 KZ0964  MODELED GRAV-     980,083.3   (mgal)                       NAVD 88
 KZ0964
 KZ0964  VERT ORDER  -  SECOND    CLASS 0
 KZ0964
 KZ0964.The horizontal coordinates were scaled from a topographic map and have
 KZ0964.an estimated accuracy of +/- 6 seconds.
 KZ0964
 KZ0964.The orthometric height was determined by differential leveling
 KZ0964.and adjusted by the National Geodetic Survey in June 1991..
 KZ0964
 KZ0964.The geoid height was determined by GEOID03.
 KZ0964
 KZ0964.The dynamic height is computed by dividing the NAVD 88
 KZ0964.geopotential number by the normal gravity value computed on the
 KZ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0964.degrees latitude (g = 980.6199 gals.).
 KZ0964
 KZ0964.The modeled gravity was interpolated from observed gravity values.
 KZ0964
 KZ0964;                    North         East    Units  Estimated Accuracy
 KZ0964;SPC OH N     -    72,510.      571,930.      MT  (+/- 180 meters Scaled)
 KZ0964
 KZ0964                          SUPERSEDED SURVEY CONTROL
 KZ0964
 KZ0964  NGVD 29 (??/??/92)  337.910  (m)         1108.63   (f) ADJ UNCH    2 0
 KZ0964
 KZ0964.Superseded values are not recommended for survey control.
 KZ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0964.See file dsdata.txt to determine how the superseded data were derived.
 KZ0964
 KZ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE444647(NAD 83)
 KZ0964_MARKER: P = PIPE CAP
 KZ0964_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0964_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0964_STAMPING: 1110 OHIO
 KZ0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0964
 KZ0964  HISTORY     - Date     Condition        Report By
 KZ0964  HISTORY     - UNK      MONUMENTED       USGS
 KZ0964  HISTORY     - 1959     GOOD             NGS
 KZ0964
 KZ0964                          STATION DESCRIPTION
 KZ0964
 KZ0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0964'AT OLIVE GREEN.
 KZ0964'AT OLIVE GREEN, 124 FEET WEST-NORTHWEST OF THE INTERSECTION
 KZ0964'OF STATE HIGHWAY 656 LEADING NORTHEAST AND SOUTHWEST, STATE
 KZ0964'HIGHWAY 521 LEADING WEST, AND COUNTY ROAD 52 LEADING EAST, 0.7
 KZ0964'MILE EAST OF THE INTERSECTION OF STATE HIGHWAYS 521 AND 61,
 KZ0964'31 FEET NORTH OF THE CENTER LINE OF HIGHWAY 521, 23 FEET WEST
 KZ0964'OF THE CENTER LINE OF A GRAVEL STREET LEADING NORTH, 102 1/2 FEET
 KZ0964'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE AND IN THE SOUTHEAST
 KZ0964'CORNER OF YARD OF SAME HOUSE, AND IS A CAP RIVETED ON TOP OF A
 KZ0964'3 1/2-INCH IRON PIPE PROJECTING 5 INCHES.  NOTE-- THIS MARK CAN
 KZ0964'BE REACHED BY GOING ABOUT 2.85 MILE SOUTH ALONG STATE HIGHWAY 61
 KZ0964'FROM THE INTERSECTION OF ROAD 15 AT FARGO, MORROW COUNTY, THENCE
 KZ0964'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 521.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1161 ***********************************************************************
 MB1161  DESIGNATION -  1111
 MB1161  PID         -  MB1161
 MB1161  STATE/COUNTY-  OH/SUMMIT
 MB1161  USGS QUAD   -  AKRON EAST (1964)
 MB1161
 MB1161                         *CURRENT SURVEY CONTROL
 MB1161  ___________________________________________________________________
 MB1161* NAD 83(1986)-  41 06 04.     (N)    081 26 15.     (W)     SCALED    
 MB1161* NAVD 88     -       338.559  (meters)    1110.76   (feet)  ADJUSTED  
 MB1161  ___________________________________________________________________
 MB1161  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MB1161  DYNAMIC HT  -         338.410 (meters)    1110.27  (feet)  COMP
 MB1161  MODELED GRAV-     980,174.3   (mgal)                       NAVD 88
 MB1161
 MB1161  VERT ORDER  -  SECOND    CLASS 0
 MB1161
 MB1161.The horizontal coordinates were scaled from a topographic map and have
 MB1161.an estimated accuracy of +/- 6 seconds.
 MB1161
 MB1161.The orthometric height was determined by differential leveling
 MB1161.and adjusted by the National Geodetic Survey in June 1991..
 MB1161
 MB1161.The geoid height was determined by GEOID03.
 MB1161
 MB1161.The dynamic height is computed by dividing the NAVD 88
 MB1161.geopotential number by the normal gravity value computed on the
 MB1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1161.degrees latitude (g = 980.6199 gals.).
 MB1161
 MB1161.The modeled gravity was interpolated from observed gravity values.
 MB1161
 MB1161;                    North         East    Units  Estimated Accuracy
 MB1161;SPC OH N     -   159,830.      689,250.      MT  (+/- 180 meters Scaled)
 MB1161
 MB1161                          SUPERSEDED SURVEY CONTROL
 MB1161
 MB1161  NGVD 29 (??/??/92)  338.75   (m)         1111.4    (f) COMPUTED    2 0
 MB1161
 MB1161.Superseded values are not recommended for survey control.
 MB1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1161.See file dsdata.txt to determine how the superseded data were derived.
 MB1161
 MB1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF632500(NAD 83)
 MB1161_MARKER: X = CHISELED CROSS
 MB1161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1161_SP_SET: SIGNAL BASE
 MB1161_MARK LOGO: OHHD  
 MB1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1161
 MB1161  HISTORY     - Date     Condition        Report By
 MB1161  HISTORY     - UNK      MONUMENTED       OHHD
 MB1161  HISTORY     - 1964     MARK NOT FOUND   CGS
 MB1161
 MB1161                          STATION DESCRIPTION
 MB1161
 MB1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1161'0.4 MI W FROM TALLMADGE.
 MB1161'0.4 MILE WEST ALONG THE ERIE RAILROAD TRACK FROM TALLMADGE,
 MB1161'SUMMIT COUNTY, 9 YARDS NORTHWEST OF THE INTERSECTION OF THE
 MB1161'CENTERLINE OF STATE HIGHWAY 91 AND THE NORTH RAIL OF THE NORTH
 MB1161'MAIN TRACK, 5.5 YARDS WEST OF THE CENTER OF STATE HIGHWAY 91, 13
 MB1161'YARDS NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK ALONG THE
 MB1161'SIDE OF THE ROAD, ON THE SOUTHEAST CORNER OF THE CONCRETE BASE
 MB1161'OF A WARNING SIGNAL, 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 MB1161'CHISELED CROSS.  NOTE-- THE ERIE RAILROAD IS NOW THE
 MB1161'ERIE-LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1637 ***********************************************************************
 KZ1637  DESIGNATION -  1111
 KZ1637  PID         -  KZ1637
 KZ1637  STATE/COUNTY-  OH/LOGAN
 KZ1637  USGS QUAD   -  BELLEFONTAINE (1988)
 KZ1637
 KZ1637                         *CURRENT SURVEY CONTROL
 KZ1637  ___________________________________________________________________
 KZ1637* NAD 83(1986)-  40 15 13.     (N)    083 45 40.     (W)     SCALED    
 KZ1637* NAVD 88     -       338.337  (meters)    1110.03   (feet)  ADJUSTED  
 KZ1637  ___________________________________________________________________
 KZ1637  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KZ1637  DYNAMIC HT  -         338.157 (meters)    1109.44  (feet)  COMP
 KZ1637  MODELED GRAV-     980,081.8   (mgal)                       NAVD 88
 KZ1637
 KZ1637  VERT ORDER  -  SECOND    CLASS 0
 KZ1637
 KZ1637.The horizontal coordinates were scaled from a topographic map and have
 KZ1637.an estimated accuracy of +/- 6 seconds.
 KZ1637
 KZ1637.The orthometric height was determined by differential leveling
 KZ1637.and adjusted by the National Geodetic Survey in June 1991..
 KZ1637
 KZ1637.The geoid height was determined by GEOID03.
 KZ1637
 KZ1637.The dynamic height is computed by dividing the NAVD 88
 KZ1637.geopotential number by the normal gravity value computed on the
 KZ1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1637.degrees latitude (g = 980.6199 gals.).
 KZ1637
 KZ1637.The modeled gravity was interpolated from observed gravity values.
 KZ1637
 KZ1637;                    North         East    Units  Estimated Accuracy
 KZ1637;SPC OH N     -    65,960.      492,710.      MT  (+/- 180 meters Scaled)
 KZ1637
 KZ1637                          SUPERSEDED SURVEY CONTROL
 KZ1637
 KZ1637  NGVD 29 (??/??/92)  338.539  (m)         1110.69   (f) ADJ UNCH    2 0
 KZ1637
 KZ1637.Superseded values are not recommended for survey control.
 KZ1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1637.See file dsdata.txt to determine how the superseded data were derived.
 KZ1637
 KZ1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE651595(NAD 83)
 KZ1637_MARKER: DD = SURVEY DISK
 KZ1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1637_STAMPING: 1111
 KZ1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1637+STABILITY: SURFACE MOTION
 KZ1637
 KZ1637  HISTORY     - Date     Condition        Report By
 KZ1637  HISTORY     - UNK      MONUMENTED       USGS
 KZ1637  HISTORY     - 1960     GOOD             NGS
 KZ1637
 KZ1637                          STATION DESCRIPTION
 KZ1637
 KZ1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ1637'AT WEST LIBERTY.
 KZ1637'AT WEST LIBERTY, ON COLUMBUS AVENUE, AT THE PUBLIC SCHOOL, IN
 KZ1637'THE SCHOOLYARD, 25 YARDS NORTH OF THE NORTH CURB OF COLUMBUS
 KZ1637'AVENUE, 8.6 FEET EAST OF A STEP AT THE SOUTH ENTRANCE TO THE
 KZ1637'SCHOOL BUILDING, 3.3 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK,
 KZ1637'2.4 FEET SOUTH OF THE SOUTH FACE OF THE BUILDING, AND ABOUT 1/2
 KZ1637'FOOT HIGHER THAN THE SIDEWALK.  A U.S. GEOLOGICAL SURVEY STANDARD
 KZ1637'DISK, STAMPED 1111 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1323 ***********************************************************************
 KY1323  DESIGNATION -  1112
 KY1323  PID         -  KY1323
 KY1323  STATE/COUNTY-  OH/MAHONING
 KY1323  USGS QUAD   -  ALLIANCE (1994)
 KY1323
 KY1323                         *CURRENT SURVEY CONTROL
 KY1323  ___________________________________________________________________
 KY1323* NAD 83(1986)-  40 55 16.     (N)    081 01 46.     (W)     SCALED    
 KY1323* NAVD 88     -       338.889  (meters)    1111.84   (feet)  ADJUSTED  
 KY1323  ___________________________________________________________________
 KY1323  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KY1323  DYNAMIC HT  -         338.729 (meters)    1111.31  (feet)  COMP
 KY1323  MODELED GRAV-     980,140.6   (mgal)                       NAVD 88
 KY1323
 KY1323  VERT ORDER  -  FIRST     CLASS I
 KY1323
 KY1323.The horizontal coordinates were scaled from a topographic map and have
 KY1323.an estimated accuracy of +/- 6 seconds.
 KY1323
 KY1323.The orthometric height was determined by differential leveling
 KY1323.and adjusted by the National Geodetic Survey in June 1991..
 KY1323.WARNING-Repeat measurements at this control monument indicate possible
 KY1323.vertical movement.
 KY1323
 KY1323.The geoid height was determined by GEOID03.
 KY1323
 KY1323.The dynamic height is computed by dividing the NAVD 88
 KY1323.geopotential number by the normal gravity value computed on the
 KY1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1323.degrees latitude (g = 980.6199 gals.).
 KY1323
 KY1323.The modeled gravity was interpolated from observed gravity values.
 KY1323
 KY1323;                    North         East    Units  Estimated Accuracy
 KY1323;SPC OH N     -   140,350.      723,860.      MT  (+/- 180 meters Scaled)
 KY1323
 KY1323                          SUPERSEDED SURVEY CONTROL
 KY1323
 KY1323  NGVD 29 (??/??/92)  339.060  (m)         1112.40   (f) ADJ UNCH    1 1
 KY1323
 KY1323.Superseded values are not recommended for survey control.
 KY1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1323.See file dsdata.txt to determine how the superseded data were derived.
 KY1323
 KY1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF975300(NAD 83)
 KY1323_MARKER: DD = SURVEY DISK
 KY1323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1323_SP_SET: CULVERT
 KY1323_STAMPING: 1112 1112024
 KY1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1323
 KY1323  HISTORY     - Date     Condition        Report By
 KY1323  HISTORY     - UNK      MONUMENTED       USGS
 KY1323  HISTORY     - 1966     GOOD             NGS
 KY1323  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 KY1323
 KY1323                          STATION DESCRIPTION
 KY1323
 KY1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1323'AT SEBRING.
 KY1323'AT SEBRING, ABOUT 0.55 MILE WEST ALONG THE PENNSYLVANIA RAILROAD
 KY1323'FROM THE 15 TH STREET CROSSING, ABOUT 0.1 MILE EAST OF THE
 KY1323'20 TH STREET CROSSING, SET ON THE TOP AND ABOUT IN THE CENTER
 KY1323'OF THE SOUTH HEAD WALL FOR A 6 FOOT CONCRETE BOX CULVERT UNDER
 KY1323'THE TRACKS, 25.4 FEET SOUTH OF THE SOUTH RAIL OF THE NEAR
 KY1323'TRACK, IN SECTION 27, R 5 W, T 18 N, AND 2 1/2 FEET BELOW THE
 KY1323'LEVEL OF THE TRACK.
 KY1323
 KY1323                          STATION RECOVERY (2004)
 KY1323
 KY1323'RECOVERY NOTE BY US POWER SQUADRON 2004
 KY1323'MARKER APPEARS TO HAVE BEEN REMOVED FROM CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1250 ***********************************************************************
 KY1250  DESIGNATION -  1112.81
 KY1250  PID         -  KY1250
 KY1250  STATE/COUNTY-  OH/STARK
 KY1250  USGS QUAD   -  ROBERTSVILLE (1994)
 KY1250
 KY1250                         *CURRENT SURVEY CONTROL
 KY1250  ___________________________________________________________________
 KY1250* NAD 83(1986)-  40 50 42.     (N)    081 14 49.     (W)     SCALED    
 KY1250* NAVD 88     -       338.925  (meters)    1111.96   (feet)  ADJUSTED  
 KY1250  ___________________________________________________________________
 KY1250  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KY1250  DYNAMIC HT  -         338.765 (meters)    1111.43  (feet)  COMP
 KY1250  MODELED GRAV-     980,141.6   (mgal)                       NAVD 88
 KY1250
 KY1250  VERT ORDER  -  FIRST     CLASS I
 KY1250
 KY1250.The horizontal coordinates were scaled from a topographic map and have
 KY1250.an estimated accuracy of +/- 6 seconds.
 KY1250
 KY1250.The orthometric height was determined by differential leveling
 KY1250.and adjusted by the National Geodetic Survey in June 1991..
 KY1250
 KY1250.The geoid height was determined by GEOID03.
 KY1250
 KY1250.The dynamic height is computed by dividing the NAVD 88
 KY1250.geopotential number by the normal gravity value computed on the
 KY1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1250.degrees latitude (g = 980.6199 gals.).
 KY1250
 KY1250.The modeled gravity was interpolated from observed gravity values.
 KY1250
 KY1250;                    North         East    Units  Estimated Accuracy
 KY1250;SPC OH N     -   131,610.      705,660.      MT  (+/- 180 meters Scaled)
 KY1250
 KY1250                          SUPERSEDED SURVEY CONTROL
 KY1250
 KY1250  NGVD 29 (??/??/92)  339.106  (m)         1112.55   (f) ADJ UNCH    1 1
 KY1250
 KY1250.Superseded values are not recommended for survey control.
 KY1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1250.See file dsdata.txt to determine how the superseded data were derived.
 KY1250
 KY1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF791215(NAD 83)
 KY1250_MARKER: DD = SURVEY DISK
 KY1250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1250_SP_SET: BRIDGE
 KY1250_STAMPING: 1112.81
 KY1250_MARK LOGO: OH-151
 KY1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1250
 KY1250  HISTORY     - Date     Condition        Report By
 KY1250  HISTORY     - UNK      MONUMENTED       OH-151
 KY1250  HISTORY     - 1966     GOOD             CGS
 KY1250
 KY1250                          STATION DESCRIPTION
 KY1250
 KY1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1250'0.7 MI NE FROM LOUISVILLE.
 KY1250'ABOUT 0.7 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1250'THE CROSSING OF STATE HIGHWAY 44 AT LOUISVILLE, IN SECTION 22,
 KY1250'R 7 W, T 19 N, ABOUT 110 YARDS WEST OF MILEPOST 94, ABOUT 70 YARDS
 KY1250'NORTH ALONG NICKLEPLATE AVENUE FROM THE TRACKS, SET ON THE TOP OF
 KY1250'THE NORTH END OF THE WING WALL AT THE NORTHWEST CORNER OF A
 KY1250'45-FOOT BRIDGE OVER NIMISHILLEN CREEK, 18 FEET WEST OF THE CENTER
 KY1250'LINE OF THE AVENUE, 1 FOOT SOUTH OF THE NORTH END OF THE WING WALL
 KY1250'AND ABOUT LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0719 ***********************************************************************
 MC0719  DESIGNATION -  1114
 MC0719  PID         -  MC0719
 MC0719  STATE/COUNTY-  OH/LUCAS
 MC0719  USGS QUAD   -  TOLEDO (1980)
 MC0719
 MC0719                         *CURRENT SURVEY CONTROL
 MC0719  ___________________________________________________________________
 MC0719* NAD 83(1986)-  41 39 31.     (N)    083 31 21.     (W)     SCALED    
 MC0719* NAVD 88     -       184.623  (meters)     605.72   (feet)  ADJUSTED  
 MC0719  ___________________________________________________________________
 MC0719  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC0719  DYNAMIC HT  -         184.551 (meters)     605.48  (feet)  COMP
 MC0719  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 MC0719
 MC0719  VERT ORDER  -  FIRST     CLASS I
 MC0719
 MC0719.The horizontal coordinates were scaled from a topographic map and have
 MC0719.an estimated accuracy of +/- 6 seconds.
 MC0719
 MC0719.The orthometric height was determined by differential leveling
 MC0719.and adjusted by the National Geodetic Survey in January 1994..
 MC0719.WARNING-Repeat measurements at this control monument indicate possible
 MC0719.vertical movement.
 MC0719
 MC0719.The geoid height was determined by GEOID03.
 MC0719
 MC0719.The dynamic height is computed by dividing the NAVD 88
 MC0719.geopotential number by the normal gravity value computed on the
 MC0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0719.degrees latitude (g = 980.6199 gals.).
 MC0719
 MC0719.The modeled gravity was interpolated from observed gravity values.
 MC0719
 MC0719;                    North         East    Units  Estimated Accuracy
 MC0719;SPC OH N     -   221,700.      514,840.      MT  (+/- 180 meters Scaled)
 MC0719
 MC0719                          SUPERSEDED SURVEY CONTROL
 MC0719
 MC0719  NAVD 88 (06/15/91)  184.624  (m)          605.72   (f) UNKNOWN     1 1
 MC0719  NGVD 29 (06/03/92)  184.818  (m)          606.36   (f) ADJUSTED    1 1
 MC0719
 MC0719.Superseded values are not recommended for survey control.
 MC0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0719.See file dsdata.txt to determine how the superseded data were derived.
 MC0719
 MC0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG899149(NAD 83)
 MC0719_MARKER: DD = SURVEY DISK
 MC0719_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MC0719_SP_SET: RETAINING WALL
 MC0719_MARK LOGO: OH8120
 MC0719_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0719+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0719
 MC0719  HISTORY     - Date     Condition        Report By
 MC0719  HISTORY     - UNK      MONUMENTED       OH8120
 MC0719  HISTORY     - 1968     GOOD             NGS
 MC0719  HISTORY     - 1980     GOOD             NGS
 MC0719  HISTORY     - 1988     POOR             USPSQD
 MC0719  HISTORY     - 1988     GOOD             USPSQD
 MC0719  HISTORY     - 19930715 GOOD             NGS
 MC0719
 MC0719                          STATION DESCRIPTION
 MC0719
 MC0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0719'AT TOLEDO.
 MC0719'AT TOLEDO, ABOUT 100 YARDS NORTHWEST OF THE NORTHEAST CORNER
 MC0719'OF THE OLD PENN STATION, 148 FEET EAST OF THE CENTER OF THE
 MC0719'JUNCTION OF SUMMIT AND CHESTNUT STREET, SET ON THE TOP OF THE
 MC0719'WEST END OF A STONE RETAINING WALL, 21.4 FEET SOUTH OF THE
 MC0719'SOUTH CURB OF SUMMIT STREET, 1.7 FEET EAST OF THE WEST END OF
 MC0719'THE WALL AND ABOUT LEVEL WITH THE STREET.
 MC0719
 MC0719                          STATION RECOVERY (1980)
 MC0719
 MC0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0719'RECOVERED IN GOOD CONDITION.
 MC0719
 MC0719                          STATION RECOVERY (1988)
 MC0719
 MC0719'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MC0719'MARK RECOVERED IN POOR CONDITION.
 MC0719
 MC0719                          STATION RECOVERY (1988)
 MC0719
 MC0719'RECOVERY NOTE BY US POWER SQUADRON 1988 (HRS)
 MC0719'RECOVERED IN GOOD CONDITION.
 MC0719
 MC0719                          STATION RECOVERY (1993)
 MC0719
 MC0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0719'IN TOLEDO, AT THE INTERSECTION OF SUMMIT AND CHESTNUT STREETS, IN TOP
 MC0719'OF AND 0.5 M (1.6 FT) NORTHEAST OF THE SOUTHWEST END OF A STONE
 MC0719'RETAINING WALL, 45.3 M (148.6 FT) NORTHEAST OF THE EXTENDED
 MC0719'CENTERLINE OF CHESTNUT STREET, 10.0 M (32.8 FT) SOUTHEAST OF THE
 MC0719'CENTERLINE OF THE EASTBOUND LANES OF SUMMIT STREET, AND 0.2 M (0.7
 MC0719'FT) ABOVE THE LEVEL OF THE STREET.  NOTE--THE DISK UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1190 ***********************************************************************
 KZ1190  DESIGNATION -  1119
 KZ1190  PID         -  KZ1190
 KZ1190  STATE/COUNTY-  OH/RICHLAND
 KZ1190  USGS QUAD   -  SHILOH (1981)
 KZ1190
 KZ1190                         *CURRENT SURVEY CONTROL
 KZ1190  ___________________________________________________________________
 KZ1190* NAD 83(1986)-  40 53 10.     (N)    082 35 25.     (W)     SCALED    
 KZ1190* NAVD 88     -       340.638  (meters)    1117.58   (feet)  ADJUSTED  
 KZ1190  ___________________________________________________________________
 KZ1190  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KZ1190  DYNAMIC HT  -         340.475 (meters)    1117.04  (feet)  COMP
 KZ1190  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 KZ1190
 KZ1190  VERT ORDER  -  SECOND    CLASS 0
 KZ1190
 KZ1190.The horizontal coordinates were scaled from a topographic map and have
 KZ1190.an estimated accuracy of +/- 6 seconds.
 KZ1190
 KZ1190.The orthometric height was determined by differential leveling
 KZ1190.and adjusted by the National Geodetic Survey in June 1991..
 KZ1190
 KZ1190.The geoid height was determined by GEOID03.
 KZ1190
 KZ1190.The dynamic height is computed by dividing the NAVD 88
 KZ1190.geopotential number by the normal gravity value computed on the
 KZ1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1190.degrees latitude (g = 980.6199 gals.).
 KZ1190
 KZ1190.The modeled gravity was interpolated from observed gravity values.
 KZ1190
 KZ1190;                    North         East    Units  Estimated Accuracy
 KZ1190;SPC OH N     -   135,420.      592,390.      MT  (+/- 180 meters Scaled)
 KZ1190
 KZ1190                          SUPERSEDED SURVEY CONTROL
 KZ1190
 KZ1190  NGVD 29 (??/??/92)  340.782  (m)         1118.05   (f) ADJ UNCH    2 0
 KZ1190
 KZ1190.Superseded values are not recommended for survey control.
 KZ1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1190.See file dsdata.txt to determine how the superseded data were derived.
 KZ1190
 KZ1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF660273(NAD 83)
 KZ1190_MARKER: P = PIPE CAP
 KZ1190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1190_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1190_STAMPING: 1119 OHIO
 KZ1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1190
 KZ1190  HISTORY     - Date     Condition        Report By
 KZ1190  HISTORY     - UNK      MONUMENTED       USGS
 KZ1190  HISTORY     - 1959     GOOD             NGS
 KZ1190  HISTORY     - 1970     GOOD             NGS
 KZ1190  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 KZ1190  HISTORY     - 20040525 MARK NOT FOUND   USPSQD
 KZ1190
 KZ1190                          STATION DESCRIPTION
 KZ1190
 KZ1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1190'3.7 MI E FROM SHELBY.
 KZ1190'ABOUT 3.7 MILES EAST ALONG STATE HIGHWAY 96 FROM THE JUNCTION OF
 KZ1190'STATE HIGHWAY 39 LEADING SOUTH AT SHELBY, AT THE INTERSECTION
 KZ1190'OF BOWMAN STREET ROAD, 54 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 KZ1190'22 FEET EAST OF CENTER LINE OF ROAD, 10 FEET SOUTH OF A STEEL SIGN
 KZ1190'POST BOWMAN STREET ROAD, 2 1/2 FEET WEST OF A FENCE LINE, 11 1/2
 KZ1190'FEET SOUTH OF A FENCE CORNER, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD
 KZ1190'AND IS A PIPE AND CAP PROJECTING 5 INCHES.
 KZ1190
 KZ1190                          STATION RECOVERY (1970)
 KZ1190
 KZ1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1190'RECOVERED IN GOOD CONDITION.
 KZ1190
 KZ1190                          STATION RECOVERY (1991)
 KZ1190
 KZ1190'RECOVERY NOTE BY US POWER SQUADRON 1991 (TF)
 KZ1190'MARK NOT FOUND.
 KZ1190
 KZ1190                          STATION RECOVERY (2004)
 KZ1190
 KZ1190'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1190'NO WITNESS POST. FENCE LINE NOT THERE OR FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0164 ***********************************************************************
 KZ0164  DESIGNATION -  1119
 KZ0164  PID         -  KZ0164
 KZ0164  STATE/COUNTY-  OH/WAYNE
 KZ0164  USGS QUAD   -  WEST SALEM (1981)
 KZ0164
 KZ0164                         *CURRENT SURVEY CONTROL
 KZ0164  ___________________________________________________________________
 KZ0164* NAD 83(1986)-  40 58 18.     (N)    082 06 35.     (W)     SCALED    
 KZ0164* NAVD 88     -       341.169  (meters)    1119.32   (feet)  ADJUSTED  
 KZ0164  ___________________________________________________________________
 KZ0164  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KZ0164  DYNAMIC HT  -         341.020 (meters)    1118.83  (feet)  COMP
 KZ0164  MODELED GRAV-     980,177.0   (mgal)                       NAVD 88
 KZ0164
 KZ0164  VERT ORDER  -  SECOND    CLASS 0
 KZ0164
 KZ0164.The horizontal coordinates were scaled from a topographic map and have
 KZ0164.an estimated accuracy of +/- 6 seconds.
 KZ0164
 KZ0164.The orthometric height was determined by differential leveling
 KZ0164.and adjusted by the National Geodetic Survey in June 1991..
 KZ0164
 KZ0164.The geoid height was determined by GEOID03.
 KZ0164
 KZ0164.The dynamic height is computed by dividing the NAVD 88
 KZ0164.geopotential number by the normal gravity value computed on the
 KZ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0164.degrees latitude (g = 980.6199 gals.).
 KZ0164
 KZ0164.The modeled gravity was interpolated from observed gravity values.
 KZ0164
 KZ0164;                    North         East    Units  Estimated Accuracy
 KZ0164;SPC OH N     -   144,990.      632,850.      MT  (+/- 180 meters Scaled)
 KZ0164
 KZ0164                          SUPERSEDED SURVEY CONTROL
 KZ0164
 KZ0164  NGVD 29 (??/??/92)  341.365  (m)         1119.96   (f) ADJ UNCH    2 0
 KZ0164
 KZ0164.Superseded values are not recommended for survey control.
 KZ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0164.See file dsdata.txt to determine how the superseded data were derived.
 KZ0164
 KZ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF066362(NAD 83)
 KZ0164_MARKER: DD = SURVEY DISK
 KZ0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0164_SP_SET: FOUNDATION
 KZ0164_STAMPING: 1119
 KZ0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0164
 KZ0164  HISTORY     - Date     Condition        Report By
 KZ0164  HISTORY     - UNK      MONUMENTED       USGS
 KZ0164  HISTORY     - 1959     GOOD             NGS
 KZ0164  HISTORY     - 1970     GOOD             NGS
 KZ0164  HISTORY     - 1987     GOOD             OHDT
 KZ0164
 KZ0164                          STATION DESCRIPTION
 KZ0164
 KZ0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0164'AT WEST SALEM.
 KZ0164'AT WEST SALEM, ALONG SOUTH MAIN STREET (STATE HIGHWAY 30), AT THE
 KZ0164'INTERSECTION OF CONGRESS STREET, ABOUT 112 YARDS SOUTH OF THE
 KZ0164'INTERSECTION OF U.S. HIGHWAY 42, 21 FEET EAST OF THE EAST CURB
 KZ0164'LINE OF MAIN STREET, 28 FEET NORTH OF THE NORTH CURB LINE OF
 KZ0164'CONGRESS STREET, SET VERTICALLY IN THE WEST FACE OF THE SOUTHWEST
 KZ0164'CORNER OF THE ROCK FOUNDATION TO THE CITY HALL, 2 1/2 FEET NORTH
 KZ0164'OF THE SOUTHWEST CORNER, 3 1/2 FEET ABOVE THE GROUND, AND ABOUT
 KZ0164'4 FEET ABOVE THE LEVEL OF MAIN STREET.
 KZ0164
 KZ0164                          STATION RECOVERY (1970)
 KZ0164
 KZ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0164'RECOVERED IN GOOD CONDITION.
 KZ0164
 KZ0164                          STATION RECOVERY (1987)
 KZ0164
 KZ0164'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DMK)
 KZ0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0074 ***********************************************************************
 KZ0074  DESIGNATION -  1126
 KZ0074  PID         -  KZ0074
 KZ0074  STATE/COUNTY-  OH/KNOX
 KZ0074  USGS QUAD   -  BUTLER (1961)
 KZ0074
 KZ0074                         *CURRENT SURVEY CONTROL
 KZ0074  ___________________________________________________________________
 KZ0074* NAD 83(1995)-  40 33 02.34409(N)    082 28 59.29132(W)     ADJUSTED  
 KZ0074* NAVD 88     -       342.919  (meters)    1125.06   (feet)  ADJUSTED  
 KZ0074  ___________________________________________________________________
 KZ0074  X           -     634,914.046 (meters)                     COMP
 KZ0074  Y           -  -4,811,706.995 (meters)                     COMP
 KZ0074  Z           -   4,124,836.233 (meters)                     COMP
 KZ0074  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 KZ0074  ELLIP HEIGHT-         309.21  (meters)          (10/07/05) GPS OBS
 KZ0074  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KZ0074  DYNAMIC HT  -         342.746 (meters)    1124.49  (feet)  COMP
 KZ0074  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 KZ0074
 KZ0074  HORZ ORDER  -  FIRST
 KZ0074  VERT ORDER  -  SECOND    CLASS 0
 KZ0074  ELLP ORDER  -  FOURTH    CLASS I
 KZ0074
 KZ0074.The horizontal coordinates were established by GPS observations
 KZ0074.and adjusted by the National Geodetic Survey in April 1998..
 KZ0074
 KZ0074.The orthometric height was determined by differential leveling
 KZ0074.and adjusted by the National Geodetic Survey in June 1991..
 KZ0074
 KZ0074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ0074
 KZ0074.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ0074
 KZ0074.The ellipsoidal height was determined by GPS observations
 KZ0074.and is referenced to NAD 83.
 KZ0074
 KZ0074.The geoid height was determined by GEOID03.
 KZ0074
 KZ0074.The dynamic height is computed by dividing the NAVD 88
 KZ0074.geopotential number by the normal gravity value computed on the
 KZ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0074.degrees latitude (g = 980.6199 gals.).
 KZ0074
 KZ0074.The modeled gravity was interpolated from observed gravity values.
 KZ0074
 KZ0074;                    North         East     Units Scale Factor Converg.
 KZ0074;SPC OH N     -    98,163.493   601,428.378   MT  0.99997959   +0 00 39.9
 KZ0074;UTM  17      - 4,489,933.826   374,420.494   MT  0.99979412   -0 57 51.6
 KZ0074
 KZ0074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ0074!SPC OH N     -   0.99995150  x   0.99997959  =   0.99993109
 KZ0074!UTM  17      -   0.99995150  x   0.99979412  =   0.99974563
 KZ0074
 KZ0074                          SUPERSEDED SURVEY CONTROL
 KZ0074
 KZ0074  ELLIP H (04/01/98)  309.26   (m)                       GP(       ) 4 1
 KZ0074  NAD 83(1986)-  40 33 02.35111(N)    082 28 59.29318(W) AD(       ) 1
 KZ0074  NAVD 88 (06/19/95)  342.92   (m)         1125.1    (f) LEVELING    3  
 KZ0074  NGVD 29 (??/??/92)  343.084  (m)         1125.60   (f) ADJ UNCH    2 0
 KZ0074
 KZ0074.Superseded values are not recommended for survey control.
 KZ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0074.See file dsdata.txt to determine how the superseded data were derived.
 KZ0074
 KZ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7442089934(NAD 83)
 KZ0074_MARKER: DB = BENCH MARK DISK
 KZ0074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0074_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0074_STAMPING: OHIO 1126
 KZ0074_MARK LOGO: USGS  
 KZ0074_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 KZ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0074+STABILITY: SURFACE MOTION
 KZ0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0074+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 KZ0074
 KZ0074  HISTORY     - Date     Condition        Report By
 KZ0074  HISTORY     - UNK      MONUMENTED       USGS
 KZ0074  HISTORY     - 1934     GOOD             NGS
 KZ0074  HISTORY     - 1971     GOOD             NGS
 KZ0074  HISTORY     - 1987     GOOD             USPSQD
 KZ0074  HISTORY     - 19931013 POOR             GEOONE
 KZ0074
 KZ0074                          STATION DESCRIPTION
 KZ0074
 KZ0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0074'1.7 MI NE FROM ANKENYTOWN.
 KZ0074'1.7 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KZ0074'FROM THE STATION AT ANKENYTOWN, KNOX COUNTY, 130 FEET SOUTHWEST
 KZ0074'OF MILEPOST N 38 AND S 78, 30 FEET NORTHWEST OF THE CENTERLINE
 KZ0074'OF STATE HIGHWAY 95, 27 FEET SOUTH OF THE CENTER OF AN OLD
 KZ0074'RAILROAD CROSSING AND THE RICHLAND-KNOX COUNTY LINE, 27 FEET
 KZ0074'SOUTHEAST OF THE SOUTHEAST RAIL, 9 FEET SOUTH OF A POLE, 2
 KZ0074'FEET NORTHWEST OF THE FENCE, AND ABOUT 4 FEET LOWER THAN THE
 KZ0074'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KZ0074'STAMPED OHIO 1126 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 KZ0074'IRON PIPE PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 KZ0074
 KZ0074                          STATION RECOVERY (1971)
 KZ0074
 KZ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0074'RECOVERED IN GOOD CONDITION.
 KZ0074
 KZ0074                          STATION RECOVERY (1987)
 KZ0074
 KZ0074'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0074'RECOVERED IN GOOD CONDITION.
 KZ0074
 KZ0074                          STATION RECOVERY (1993)
 KZ0074
 KZ0074'RECOVERY NOTE BY GEOONE INCORPORATED 1993 (SBE)
 KZ0074'MARKER LOCATED AS DESCRIBED JUST SOUTH OF THE KNOX-RICHLAND COUNTY
 KZ0074'LINE ON THE WEST SIDE OF STATE ROUTE 95.  EDGES OF THE DISK APPEAR TO
 KZ0074'HAVE BEEN MUTILATED BY HAMMER BLOWS, CENTER IS STILL USABLE. WITNESS
 KZ0074'POST IS STILL INTACT.
 KZ0074' 
 KZ0074'THIS POINT IS INTER-VISIBLE WITH STATION KNOX 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1909 ***********************************************************************
 KY1909  DESIGNATION -  1126.94
 KY1909  PID         -  KY1909
 KY1909  STATE/COUNTY-  OH/STARK
 KY1909  USGS QUAD   -  DALTON (1994)
 KY1909
 KY1909                         *CURRENT SURVEY CONTROL
 KY1909  ___________________________________________________________________
 KY1909* NAD 83(1986)-  40 51 14.     (N)    081 38 52.     (W)     SCALED    
 KY1909* NAVD 88     -       343.286  (meters)    1126.26   (feet)  ADJUSTED  
 KY1909  ___________________________________________________________________
 KY1909  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KY1909  DYNAMIC HT  -         343.133 (meters)    1125.76  (feet)  COMP
 KY1909  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 KY1909
 KY1909  VERT ORDER  -  SECOND    CLASS 0
 KY1909
 KY1909.The horizontal coordinates were scaled from a topographic map and have
 KY1909.an estimated accuracy of +/- 6 seconds.
 KY1909
 KY1909.The orthometric height was determined by differential leveling
 KY1909.and adjusted by the National Geodetic Survey in June 1991..
 KY1909
 KY1909.The geoid height was determined by GEOID03.
 KY1909
 KY1909.The dynamic height is computed by dividing the NAVD 88
 KY1909.geopotential number by the normal gravity value computed on the
 KY1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1909.degrees latitude (g = 980.6199 gals.).
 KY1909
 KY1909.The modeled gravity was interpolated from observed gravity values.
 KY1909
 KY1909;                    North         East    Units  Estimated Accuracy
 KY1909;SPC OH N     -   132,190.      671,860.      MT  (+/- 180 meters Scaled)
 KY1909
 KY1909                          SUPERSEDED SURVEY CONTROL
 KY1909
 KY1909  NGVD 29 (??/??/92)  343.516  (m)         1127.02   (f) ADJ UNCH    2 0
 KY1909
 KY1909.Superseded values are not recommended for survey control.
 KY1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1909.See file dsdata.txt to determine how the superseded data were derived.
 KY1909
 KY1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF454227(NAD 83)
 KY1909_MARKER: DD = SURVEY DISK
 KY1909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1909_SP_SET: CULVERT
 KY1909_STAMPING: 1126.94
 KY1909_MARK LOGO: OH-151
 KY1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1909
 KY1909  HISTORY     - Date     Condition        Report By
 KY1909  HISTORY     - 1959     MONUMENTED       OH-151
 KY1909  HISTORY     - 1959     GOOD             CGS
 KY1909  HISTORY     - 19910528 MARK NOT FOUND   OHDT
 KY1909
 KY1909                          STATION DESCRIPTION
 KY1909
 KY1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1909'5.1 MI S FROM WARWICK.
 KY1909'ABOUT 0.35 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1909'FROM THE CONTROL TOWER AT WARWICK, THENCE ABOUT 4.75 MILES SOUTH
 KY1909'ALONG N. LAWRENCE ROAD AND ROAD 103, 0.75 MILE NORTH OF THE
 KY1909'CROSSING OF THE PENNSYLVANIA RAILROAD, AT THE INTERSECTION OF
 KY1909'ORRVILLE MASSILLON ROAD (ROAD 29 LEADING WEST AND ROAD C 348
 KY1909'LEADING EAST), 18 FEET EAST OF THE CENTER LINE OF ROAD 103, 23
 KY1909'FEET SOUTH OF THE CENTER LINE OF ROAD LEADING EAST, IN TOP OF THE
 KY1909'EAST END OF AN ANGLE SHAPED CONCRETE HEAD WALL FOR A PIPE CULVERT
 KY1909'UNDER THE ROAD LEADING EAST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 KY1909'THE INTERSECTION.
 KY1909
 KY1909                          STATION RECOVERY (1991)
 KY1909
 KY1909'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1909'------ REPORT BY ODOT --------1991----------- CONDITION - UNKNOWN ---
 KY1909'NOTE*HEADWALL HAS BEEN REMOVED DISK ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0818 ***********************************************************************
 KY0818  DESIGNATION -  1129
 KY0818  PID         -  KY0818
 KY0818  STATE/COUNTY-  OH/HARRISON
 KY0818  USGS QUAD   -  CADIZ (1976)
 KY0818
 KY0818                         *CURRENT SURVEY CONTROL
 KY0818  ___________________________________________________________________
 KY0818* NAD 83(1986)-  40 21 47.     (N)    080 57 53.     (W)     SCALED    
 KY0818* NAVD 88     -       344.44   (+/-2cm)    1130.1    (feet)  VERTCON   
 KY0818  ___________________________________________________________________
 KY0818  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY0818
 KY0818  VERT ORDER  -  ? (See Below)
 KY0818
 KY0818.The horizontal coordinates were scaled from a topographic map and have
 KY0818.an estimated accuracy of +/- 6 seconds.
 KY0818
 KY0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0818.The vertical order pertains to the NGVD 29 superseded value.
 KY0818
 KY0818.The geoid height was determined by GEOID03.
 KY0818
 KY0818;                    North         East    Units  Estimated Accuracy
 KY0818;SPC OH N     -    78,480.      730,400.      MT  (+/- 180 meters Scaled)
 KY0818
 KY0818                          SUPERSEDED SURVEY CONTROL
 KY0818
 KY0818  NGVD 29 (??/??/92)  344.621  (m)         1130.64   (f) ADJ UNCH    ?  
 KY0818
 KY0818.Superseded values are not recommended for survey control.
 KY0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0818.See file dsdata.txt to determine how the superseded data were derived.
 KY0818
 KY0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE029680(NAD 83)
 KY0818_MARKER: Q = CHISELED SQUARE
 KY0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0818_SP_SET: CATCH BASIN
 KY0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0818
 KY0818  HISTORY     - Date     Condition        Report By
 KY0818  HISTORY     - UNK      MONUMENTED       PRR
 KY0818  HISTORY     - 1936     GOOD             NGS
 KY0818
 KY0818                          STATION DESCRIPTION
 KY0818
 KY0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0818'1.2 MI W FROM CADIZ JUNCTION.
 KY0818'1.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0818'AT CADIZ JUNCTION, HARRISON COUNTY, 0.2 MILE WEST OF MILEPOST
 KY0818'67, AT THE EAST END OF TUNNEL 9, ON THE TOP OF THE FIRST COURSE
 KY0818'OF MASONRY JUST ABOVE A CATCH BASIN, 3.6 FEET NORTH OF THE NORTH
 KY0818'RAIL OF THE NORTH TRACK, 0.3 FOOT NORTH OF THE SOUTHEAST CONER
 KY0818'OF THE NORTH SIDE OF THE TUNNEL, AND LEVEL WITH THE TOP OF THE
 KY0818'RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1067 ***********************************************************************
 JY1067  DESIGNATION -  1129
 JY1067  PID         -  JY1067
 JY1067  STATE/COUNTY-  OH/HIGHLAND
 JY1067  USGS QUAD   -  LEESBURG (1979)
 JY1067
 JY1067                         *CURRENT SURVEY CONTROL
 JY1067  ___________________________________________________________________
 JY1067* NAD 83(1986)-  39 16 59.     (N)    083 35 33.     (W)     SCALED    
 JY1067* NAVD 88     -       343.966  (meters)    1128.50   (feet)  ADJUSTED  
 JY1067  ___________________________________________________________________
 JY1067  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JY1067  DYNAMIC HT  -         343.761 (meters)    1127.82  (feet)  COMP
 JY1067  MODELED GRAV-     980,021.1   (mgal)                       NAVD 88
 JY1067
 JY1067  VERT ORDER  -  SECOND    CLASS 0
 JY1067
 JY1067.The horizontal coordinates were scaled from a topographic map and have
 JY1067.an estimated accuracy of +/- 6 seconds.
 JY1067
 JY1067.The orthometric height was determined by differential leveling
 JY1067.and adjusted by the National Geodetic Survey in June 1991..
 JY1067
 JY1067.The geoid height was determined by GEOID03.
 JY1067
 JY1067.The dynamic height is computed by dividing the NAVD 88
 JY1067.geopotential number by the normal gravity value computed on the
 JY1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1067.degrees latitude (g = 980.6199 gals.).
 JY1067
 JY1067.The modeled gravity was interpolated from observed gravity values.
 JY1067
 JY1067;                    North         East    Units  Estimated Accuracy
 JY1067;SPC OH S     -   143,010.      505,750.      MT  (+/- 180 meters Scaled)
 JY1067
 JY1067                          SUPERSEDED SURVEY CONTROL
 JY1067
 JY1067  NGVD 29 (??/??/92)  344.126  (m)         1129.02   (f) ADJ UNCH    2 0
 JY1067
 JY1067.Superseded values are not recommended for survey control.
 JY1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1067.See file dsdata.txt to determine how the superseded data were derived.
 JY1067
 JY1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD763513(NAD 83)
 JY1067_MARKER: P = PIPE CAP
 JY1067_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JY1067_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JY1067_STAMPING: OHIO 1129
 JY1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1067
 JY1067  HISTORY     - Date     Condition        Report By
 JY1067  HISTORY     - UNK      MONUMENTED       USGS
 JY1067  HISTORY     - 1934     GOOD             NGS
 JY1067
 JY1067                          STATION DESCRIPTION
 JY1067
 JY1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY1067'AT SAMANTHA.
 JY1067'AT SAMANTHA, HIGHLAND COUNTY, ON U.S. HIGHWAY 62, 150 YARDS
 JY1067'SOUTH OF THE CENTER OF THE JUNCTION OF A MACADAM ROAD LEADING
 JY1067'EAST, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27 FEET
 JY1067'EAST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET WEST OF THE
 JY1067'NORTHWEST CORNER OF A WHITE CHURCH, 6 FEET SOUTH OF A 40-INCH
 JY1067'MAPLE TREE, AND ABOUT ONE FOOT LOWER THAN THE ROAD.  A UNITED
 JY1067'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED OHIO 1129, AND
 JY1067'RIVETED ON THE TOP OF A 3-1/2-INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3584 ***********************************************************************
 KY3584  DESIGNATION -  113 FPV ECC
 KY3584  PID         -  KY3584
 KY3584  STATE/COUNTY-  OH/COSHOCTON
 KY3584  USGS QUAD   -  WILLS CREEK (1994)
 KY3584
 KY3584                         *CURRENT SURVEY CONTROL
 KY3584  ___________________________________________________________________
 KY3584* NAD 83(1995)-  40 12 00.82534(N)    081 50 39.41569(W)     ADJUSTED  
 KY3584* NAVD 88     -       262.56   (meters)     861.4    (feet)  LEVELING  
 KY3584  ___________________________________________________________________
 KY3584  X           -     692,091.927 (meters)                     COMP
 KY3584  Y           -  -4,829,220.903 (meters)                     COMP
 KY3584  Z           -   4,095,139.684 (meters)                     COMP
 KY3584  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 KY3584  ELLIP HEIGHT-         229.03  (meters)          (10/07/05) GPS OBS
 KY3584  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KY3584
 KY3584  HORZ ORDER  -  FIRST
 KY3584  VERT ORDER  -  THIRD ?
 KY3584  ELLP ORDER  -  FOURTH    CLASS I
 KY3584
 KY3584.The horizontal coordinates were established by GPS observations
 KY3584.and adjusted by the National Geodetic Survey in April 1998..
 KY3584
 KY3584.The orthometric height was determined by differential leveling.
 KY3584.The vertical network tie was performed by a horz. field party for horz.
 KY3584.obs reductions. Reset procedures were used to establish the elevation.
 KY3584
 KY3584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3584
 KY3584.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3584
 KY3584.The ellipsoidal height was determined by GPS observations
 KY3584.and is referenced to NAD 83.
 KY3584
 KY3584.The geoid height was determined by GEOID03.
 KY3584
 KY3584;                    North         East     Units Scale Factor Converg.
 KY3584;SPC OH N     -    59,461.237   655,832.808   MT  1.00005281   +0 25 50.8
 KY3584;UTM  17      - 4,450,322.830   428,142.829   MT  0.99966356   -0 32 41.9
 KY3584
 KY3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3584!SPC OH N     -   0.99996407  x   1.00005281  =   1.00001688
 KY3584!UTM  17      -   0.99996407  x   0.99966356  =   0.99962764
 KY3584
 KY3584|---------------------------------------------------------------------|
 KY3584| PID    Reference Object                     Distance      Geod. Az  |
 KY3584|                                                           dddmmss.s |
 KY3584| KY3588 AEP 9204                            365.148 METERS 33813     |
 KY3584|---------------------------------------------------------------------|
 KY3584
 KY3584                          SUPERSEDED SURVEY CONTROL
 KY3584
 KY3584  ELLIP H (04/01/98)  229.09   (m)                       GP(       ) 4 1
 KY3584  NAD 83(1986)-  40 12 00.83212(N)    081 50 39.42331(W) AD(       ) 1
 KY3584
 KY3584.Superseded values are not recommended for survey control.
 KY3584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3584.See file dsdata.txt to determine how the superseded data were derived.
 KY3584
 KY3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2814350323(NAD 83)
 KY3584_MARKER: I = METAL ROD
 KY3584_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KY3584+WITH SETTING: INFORMATION.
 KY3584_SP_SET: METAL ROD DRIVEN INTO GROUND
 KY3584_MARK LOGO: AEP   
 KY3584_MAGNETIC: I = MARKER IS A STEEL ROD
 KY3584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3584+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KY3584
 KY3584  HISTORY     - Date     Condition        Report By
 KY3584  HISTORY     - 1992     MONUMENTED       AEP
 KY3584
 KY3584                          STATION DESCRIPTION
 KY3584
 KY3584'DESCRIBED BY AMERICAN ELECTRIC POWER 1992
 KY3584'THE STATION IS LOCATED IN COSHOCTON COUNTY AT THE FRANKLIN GRANGE
 KY3584'HALL.
 KY3584'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE ENTRANCE TO THE
 KY3584'COLUMBUS SOUTHERN POWER COMPANY AT CONESVILLE PROCEED NORTH ALONG
 KY3584'ROUTE 83 FOR APPROXIMATELY 0.5 MILETO THE FRANKLIN GRANGE AND CHURCH
 KY3584'AND THE STATION ON THE LEFT.
 KY3584'THE STATION IS A 5/8 INCH REBAR 30 INCHES LONG WITH AN AEP PLASTIC CAP
 KY3584'AND TAG DRIVEN THREE INCHES BELOW GROUND.  THE STATION IS 25 FEET
 KY3584'SOUTH OF THE CENTERLINE OF FRANKLIN TOWNSHIP ROAD 467, 25.0 FEETWEST
 KY3584'OF ROUTE 83, AND APPROXIMATELY 60.0 FEETNORTHEAST OF THE FRANKLIN
 KY3584'GRANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2465 ***********************************************************************
 AB2465  DESIGNATION -  113 JVC RESET
 AB2465  PID         -  AB2465
 AB2465  STATE/COUNTY-  OH/ATHENS
 AB2465  USGS QUAD   -  NELSONVILLE (1995)
 AB2465
 AB2465                         *CURRENT SURVEY CONTROL
 AB2465  ___________________________________________________________________
 AB2465* NAD 83(1995)-  39 27 32.13752(N)    082 14 22.93102(W)     ADJUSTED  
 AB2465* NAVD 88     -       208.6    (meters)     684.     (feet)  GPS OBS   
 AB2465  ___________________________________________________________________
 AB2465  X           -     665,860.415 (meters)                     COMP
 AB2465  Y           -  -4,886,077.951 (meters)                     COMP
 AB2465  Z           -   4,031,894.728 (meters)                     COMP
 AB2465  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AB2465  ELLIP HEIGHT-         174.56  (meters)          (10/07/05) GPS OBS
 AB2465  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AB2465
 AB2465  HORZ ORDER  -  FIRST
 AB2465  ELLP ORDER  -  FOURTH    CLASS I
 AB2465
 AB2465.The horizontal coordinates were established by GPS observations
 AB2465.and adjusted by the National Geodetic Survey in April 1998..
 AB2465
 AB2465.The orthometric height was determined by GPS observations and a
 AB2465.high-resolution geoid model.
 AB2465
 AB2465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2465
 AB2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2465
 AB2465.The ellipsoidal height was determined by GPS observations
 AB2465.and is referenced to NAD 83.
 AB2465
 AB2465.The geoid height was determined by GEOID03.
 AB2465
 AB2465;                    North         East     Units Scale Factor Converg.
 AB2465;SPC OH S     -   161,992.716   622,400.753   MT  0.99993675   +0 09 54.6
 AB2465;UTM  17      - 4,368,439.570   393,347.227   MT  0.99974005   -0 47 16.6
 AB2465
 AB2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2465!SPC OH S     -   0.99997261  x   0.99993675  =   0.99990937
 AB2465!UTM  17      -   0.99997261  x   0.99974005  =   0.99971267
 AB2465
 AB2465                          SUPERSEDED SURVEY CONTROL
 AB2465
 AB2465  ELLIP H (04/01/98)  174.57   (m)                       GP(       ) 4 1
 AB2465  NAD 83(1986)-  39 27 32.13774(N)    082 14 22.93265(W) AD(       ) 1
 AB2465
 AB2465.Superseded values are not recommended for survey control.
 AB2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2465.See file dsdata.txt to determine how the superseded data were derived.
 AB2465
 AB2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9334768440(NAD 83)
 AB2465_MARKER: DB = BENCH MARK DISK
 AB2465_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB2465_SP_SET: BRIDGE ABUTMENT
 AB2465_STAMPING: 113 JVC 1959 1984
 AB2465_MARK LOGO: DI    
 AB2465_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2465+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2004
 AB2465
 AB2465  HISTORY     - Date     Condition        Report By
 AB2465  HISTORY     - 1959     MONUMENTED       USGS
 AB2465  HISTORY     - 19950920 GOOD             GEOONE
 AB2465  HISTORY     - 20041226 GOOD             GEOCAC
 AB2465
 AB2465                          STATION DESCRIPTION
 AB2465
 AB2465'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2465'IN ATHENS COUNTY, OHIO, YORK TOWNSHIP, THE STATION IS LOCATED ON THE
 AB2465'SOUTH END OF THE NORTHEAST BRIDGE ABUTMENT WHERE S.R.  278 CROSSES THE
 AB2465'HOCKING RIVER, ABOUT 0.1 MI.SOUTHWEST OF S.R.  33 IN NELSONVILLE. THE
 AB2465'USGS PUBLISHED HEIGHT IN NAVD-29 IS 685.137 FT.
 AB2465
 AB2465                          STATION RECOVERY (2004)
 AB2465
 AB2465'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 AB2465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1062 ***********************************************************************
 JY1062  DESIGNATION -  1132
 JY1062  PID         -  JY1062
 JY1062  STATE/COUNTY-  OH/HIGHLAND
 JY1062  USGS QUAD   -  HILLSBORO (1986)
 JY1062
 JY1062                         *CURRENT SURVEY CONTROL
 JY1062  ___________________________________________________________________
 JY1062* NAD 83(1986)-  39 12 10.     (N)    083 36 42.     (W)     SCALED    
 JY1062* NAVD 88     -       344.903  (meters)    1131.57   (feet)  ADJUSTED  
 JY1062  ___________________________________________________________________
 JY1062  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JY1062  DYNAMIC HT  -         344.695 (meters)    1130.89  (feet)  COMP
 JY1062  MODELED GRAV-     980,013.1   (mgal)                       NAVD 88
 JY1062
 JY1062  VERT ORDER  -  SECOND    CLASS 0
 JY1062
 JY1062.The horizontal coordinates were scaled from a topographic map and have
 JY1062.an estimated accuracy of +/- 6 seconds.
 JY1062
 JY1062.The orthometric height was determined by differential leveling
 JY1062.and adjusted by the National Geodetic Survey in June 1991..
 JY1062
 JY1062.The geoid height was determined by GEOID03.
 JY1062
 JY1062.The dynamic height is computed by dividing the NAVD 88
 JY1062.geopotential number by the normal gravity value computed on the
 JY1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1062.degrees latitude (g = 980.6199 gals.).
 JY1062
 JY1062.The modeled gravity was interpolated from observed gravity values.
 JY1062
 JY1062;                    North         East    Units  Estimated Accuracy
 JY1062;SPC OH S     -   134,120.      503,980.      MT  (+/- 180 meters Scaled)
 JY1062
 JY1062                          SUPERSEDED SURVEY CONTROL
 JY1062
 JY1062  NGVD 29 (??/??/92)  345.069  (m)         1132.11   (f) ADJ UNCH    2 0
 JY1062
 JY1062.Superseded values are not recommended for survey control.
 JY1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1062.See file dsdata.txt to determine how the superseded data were derived.
 JY1062
 JY1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD744425(NAD 83)
 JY1062_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JY1062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JY1062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JY1062_STAMPING: OHIO 1132
 JY1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1062
 JY1062  HISTORY     - Date     Condition        Report By
 JY1062  HISTORY     - UNK      MONUMENTED       USGS
 JY1062  HISTORY     - 1934     GOOD             NGS
 JY1062
 JY1062                          STATION DESCRIPTION
 JY1062
 JY1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY1062'AT HILLSBORO.
 JY1062'AT HILLSBORO, HIGHLAND COUNTY, 110 YARDS NORTHWEST OF THE
 JY1062'CENTER OF THE INTERSECTION OF U.S. HIGHWAYS 50 AND 2, 28 YARDS
 JY1062'NORTHEAST OF THE COURTHOUSE FRONT ENTRANCE, 25 YARDS WEST OF
 JY1062'THE CENTERLINE OF U.S. HIGHWAY 62, AND 9 FEET SOUTH OF THE SOUTHWEST
 JY1062'CORNER OF A SOLDIERS AND SAILORS MONUMENT.  A UNITED STATES
 JY1062'GEOLOGICAL SURVEY STANDARD CAP, STAMPED OHIO 1132 AND RIVETED
 JY1062'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0777 ***********************************************************************
 JY0777  DESIGNATION -  1133
 JY0777  PID         -  JY0777
 JY0777  STATE/COUNTY-  OH/PICKAWAY
 JY0777  USGS QUAD   -  CIRCLEVILLE (1995)
 JY0777
 JY0777                         *CURRENT SURVEY CONTROL
 JY0777  ___________________________________________________________________
 JY0777* NAD 83(1986)-  39 32 47.     (N)    082 56 29.     (W)     SCALED    
 JY0777* NAVD 88     -       216.443  (meters)     710.11   (feet)  ADJUSTED  
 JY0777  ___________________________________________________________________
 JY0777  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JY0777  DYNAMIC HT  -         216.315 (meters)     709.69  (feet)  COMP
 JY0777  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 JY0777
 JY0777  VERT ORDER  -  FIRST     CLASS I
 JY0777
 JY0777.The horizontal coordinates were scaled from a topographic map and have
 JY0777.an estimated accuracy of +/- 6 seconds.
 JY0777
 JY0777.The orthometric height was determined by differential leveling
 JY0777.and adjusted by the National Geodetic Survey in June 1991..
 JY0777
 JY0777.The geoid height was determined by GEOID03.
 JY0777
 JY0777.The dynamic height is computed by dividing the NAVD 88
 JY0777.geopotential number by the normal gravity value computed on the
 JY0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0777.degrees latitude (g = 980.6199 gals.).
 JY0777
 JY0777.The modeled gravity was interpolated from observed gravity values.
 JY0777
 JY0777;                    North         East    Units  Estimated Accuracy
 JY0777;SPC OH S     -   171,760.      562,060.      MT  (+/- 180 meters Scaled)
 JY0777
 JY0777                          SUPERSEDED SURVEY CONTROL
 JY0777
 JY0777  NGVD 29 (??/??/92)  216.606  (m)          710.65   (f) ADJ UNCH    1 1
 JY0777
 JY0777.Superseded values are not recommended for survey control.
 JY0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0777.See file dsdata.txt to determine how the superseded data were derived.
 JY0777
 JY0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD331792(NAD 83)
 JY0777_MARKER: B = BOLT
 JY0777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0777_SP_SET: ABUTMENT
 JY0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0777
 JY0777  HISTORY     - Date     Condition        Report By
 JY0777  HISTORY     - 1954     MONUMENTED       NWRR
 JY0777  HISTORY     - 1967     GOOD             NGS
 JY0777
 JY0777                          STATION DESCRIPTION
 JY0777
 JY0777'DESCRIBED BY NORFOLK AND WESTERN RR 1954
 JY0777'3.6 MI S FROM CIRCLEVILLE.
 JY0777'3.55 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 JY0777'THE STATION AT CIRCLEVILLE, IN THE TOP OF THE EAST END OF THE
 JY0777'NORTH CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 1133 OVER SCIPPO
 JY0777'CREEK, 8 1/2 FEET EAST OF EAST RAIL OF EAST TRACK, 141 FEET SOUTH
 JY0777'OF MILE POST N 672, ABOUT 1 1/4 FEET NORTHWEST OF BM K 187 AND
 JY0777'ABOUT LEVEL WITH TRACKS.
 JY0777
 JY0777                          STATION RECOVERY (1967)
 JY0777
 JY0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0433 ***********************************************************************
 JY0433  DESIGNATION -  113.42
 JY0433  PID         -  JY0433
 JY0433  STATE/COUNTY-  OH/VINTON
 JY0433  USGS QUAD   -  BYER (1983)
 JY0433
 JY0433                         *CURRENT SURVEY CONTROL
 JY0433  ___________________________________________________________________
 JY0433* NAD 83(1986)-  39 13 02.     (N)    082 44 51.     (W)     SCALED    
 JY0433* NAVD 88     -       182.815  (meters)     599.79   (feet)  ADJUSTED  
 JY0433  ___________________________________________________________________
 JY0433  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JY0433  DYNAMIC HT  -         182.702 (meters)     599.41  (feet)  COMP
 JY0433  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 JY0433
 JY0433  VERT ORDER  -  FIRST     CLASS II
 JY0433
 JY0433.The horizontal coordinates were scaled from a topographic map and have
 JY0433.an estimated accuracy of +/- 6 seconds.
 JY0433
 JY0433.The orthometric height was determined by differential leveling
 JY0433.and adjusted by the National Geodetic Survey in June 1991..
 JY0433
 JY0433.The geoid height was determined by GEOID03.
 JY0433
 JY0433.The dynamic height is computed by dividing the NAVD 88
 JY0433.geopotential number by the normal gravity value computed on the
 JY0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0433.degrees latitude (g = 980.6199 gals.).
 JY0433
 JY0433.The modeled gravity was interpolated from observed gravity values.
 JY0433
 JY0433;                    North         East    Units  Estimated Accuracy
 JY0433;SPC OH S     -   135,160.      578,630.      MT  (+/- 180 meters Scaled)
 JY0433
 JY0433                          SUPERSEDED SURVEY CONTROL
 JY0433
 JY0433  NGVD 29 (??/??/92)  182.992  (m)          600.37   (f) ADJ UNCH    1 2
 JY0433
 JY0433.Superseded values are not recommended for survey control.
 JY0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0433.See file dsdata.txt to determine how the superseded data were derived.
 JY0433
 JY0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD491423(NAD 83)
 JY0433_MARKER: Q = CHISELED SQUARE
 JY0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0433_SP_SET: ABUTMENT
 JY0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0433
 JY0433  HISTORY     - Date     Condition        Report By
 JY0433  HISTORY     - UNK      MONUMENTED       BORR
 JY0433  HISTORY     - 1943     GOOD             NGS
 JY0433
 JY0433                          STATION DESCRIPTION
 JY0433
 JY0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0433'1.3 MI E FROM WEST JUNCTION.
 JY0433'IN VINTON COUNTY, 1.3 MILES EAST ALONG THE BALTIMORE AND OHIO
 JY0433'RAILROAD FROM THE STATION AT WEST JUNCTION, ROSS COUNTY, AT
 JY0433'BRIDGE 113.42, ON THE TOP OF THE SOUTH END OF THE WEST ABUTMENT,
 JY0433'6 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, AND ABOUT 9
 JY0433'INCHES LOWER THAN THE TRACK.  A 1-1/2 INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1300 ***********************************************************************
 JZ1300  DESIGNATION -  1135
 JZ1300  PID         -  JZ1300
 JZ1300  STATE/COUNTY-  OH/PREBLE
 JZ1300  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1300
 JZ1300                         *CURRENT SURVEY CONTROL
 JZ1300  ___________________________________________________________________
 JZ1300* NAD 83(1986)-  39 44 37.     (N)    084 48 51.     (W)     SCALED    
 JZ1300* NAVD 88     -       345.927  (meters)    1134.93   (feet)  ADJUSTED  
 JZ1300  ___________________________________________________________________
 JZ1300  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JZ1300  DYNAMIC HT  -         345.722 (meters)    1134.26  (feet)  COMP
 JZ1300  MODELED GRAV-     980,025.4   (mgal)                       NAVD 88
 JZ1300
 JZ1300  VERT ORDER  -  SECOND    CLASS 0
 JZ1300
 JZ1300.The horizontal coordinates were scaled from a topographic map and have
 JZ1300.an estimated accuracy of +/- 6 seconds.
 JZ1300
 JZ1300.The orthometric height was determined by differential leveling
 JZ1300.and adjusted by the National Geodetic Survey in June 1991..
 JZ1300
 JZ1300.The geoid height was determined by GEOID03.
 JZ1300
 JZ1300.The dynamic height is computed by dividing the NAVD 88
 JZ1300.geopotential number by the normal gravity value computed on the
 JZ1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1300.degrees latitude (g = 980.6199 gals.).
 JZ1300
 JZ1300.The modeled gravity was interpolated from observed gravity values.
 JZ1300
 JZ1300;                    North         East    Units  Estimated Accuracy
 JZ1300;SPC OH S     -   196,110.      401,680.      MT  (+/- 180 meters Scaled)
 JZ1300
 JZ1300                          SUPERSEDED SURVEY CONTROL
 JZ1300
 JZ1300  NGVD 29 (??/??/92)  346.074  (m)         1135.41   (f) ADJ UNCH    2 0
 JZ1300
 JZ1300.Superseded values are not recommended for survey control.
 JZ1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1300.See file dsdata.txt to determine how the superseded data were derived.
 JZ1300
 JZ1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK872015(NAD 83)
 JZ1300_MARKER: P = PIPE CAP
 JZ1300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JZ1300_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JZ1300_STAMPING: PRIM TRAV STA NO 38 1135 OHIO 1910
 JZ1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1300
 JZ1300  HISTORY     - Date     Condition        Report By
 JZ1300  HISTORY     - 1910     MONUMENTED       USGS
 JZ1300  HISTORY     - 1947     GOOD             NGS
 JZ1300
 JZ1300                          STATION DESCRIPTION
 JZ1300
 JZ1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1300'2.8 MI W FROM WEST FLORENCE.
 JZ1300'2.8 MILES WEST ALONG STATE HIGHWAY 122 FROM THE CROSSROADS AT
 JZ1300'WEST FLORENCE, AT THE INDIANA-OHIO STATE LINE, 25 FEET NORTH OF
 JZ1300'THE CENTER LINE OF THE HIGHWAY, 13 FEET EAST OF THE CENTER LINE
 JZ1300'OF THE STATE LINE ROAD, 4.5 FEET NORTHWEST OF A GATE AND CORNER
 JZ1300'POST, 23 FEET SOUTH OF POWER POLE NO. B 443, 1 FOOT NORTHWEST
 JZ1300'OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW THE HIGHWAY
 JZ1300'AND SET ON THE TOP OF A PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0903 ***********************************************************************
 MB0903  DESIGNATION -  1140
 MB0903  PID         -  MB0903
 MB0903  STATE/COUNTY-  OH/TRUMBULL
 MB0903  USGS QUAD   -  GIRARD (1994)
 MB0903
 MB0903                         *CURRENT SURVEY CONTROL
 MB0903  ___________________________________________________________________
 MB0903* NAD 83(1986)-  41 14 18.     (N)    080 41 49.     (W)     SCALED    
 MB0903* NAVD 88     -       347.521  (meters)    1140.16   (feet)  ADJUSTED  
 MB0903  ___________________________________________________________________
 MB0903  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0903  DYNAMIC HT  -         347.367 (meters)    1139.65  (feet)  COMP
 MB0903  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 MB0903
 MB0903  VERT ORDER  -  SECOND    CLASS 0
 MB0903
 MB0903.The horizontal coordinates were scaled from a topographic map and have
 MB0903.an estimated accuracy of +/- 6 seconds.
 MB0903
 MB0903.The orthometric height was determined by differential leveling
 MB0903.and adjusted by the National Geodetic Survey in June 1991..
 MB0903
 MB0903.The geoid height was determined by GEOID03.
 MB0903
 MB0903.The dynamic height is computed by dividing the NAVD 88
 MB0903.geopotential number by the normal gravity value computed on the
 MB0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0903.degrees latitude (g = 980.6199 gals.).
 MB0903
 MB0903.The modeled gravity was interpolated from observed gravity values.
 MB0903
 MB0903;                    North         East    Units  Estimated Accuracy
 MB0903;SPC OH N     -   176,090.      751,130.      MT  (+/- 180 meters Scaled)
 MB0903
 MB0903                          SUPERSEDED SURVEY CONTROL
 MB0903
 MB0903  NGVD 29 (??/??/92)  347.694  (m)         1140.73   (f) ADJ UNCH    2 0
 MB0903
 MB0903.Superseded values are not recommended for survey control.
 MB0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0903.See file dsdata.txt to determine how the superseded data were derived.
 MB0903
 MB0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF253652(NAD 83)
 MB0903_MARKER: DD = SURVEY DISK
 MB0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0903_SP_SET: STONE POST
 MB0903_STAMPING: 1140 ADJ 1903
 MB0903_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0903+STABILITY: SURFACE MOTION
 MB0903
 MB0903  HISTORY     - Date     Condition        Report By
 MB0903  HISTORY     - 1903     MONUMENTED       USGS
 MB0903  HISTORY     - 1950     GOOD             NGS
 MB0903  HISTORY     - 19900615 GOOD             OHDT
 MB0903
 MB0903                          STATION DESCRIPTION
 MB0903
 MB0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0903'1.7 MI W FROM VIENNA.
 MB0903'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 82 FROM ITS INTERSECTION
 MB0903'WITH STATE HIGHWAY 90, ON THE TOP OF A HILL DIRECTLY IN FRONT
 MB0903'OF A LARGE 2 STORY FRAME HOUSE, IN A FOUR FOOT STONE POST, 28
 MB0903'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 82, 46 FEET
 MB0903'SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE.  A USGS DISK
 MB0903'CEMENTED IN A DRILLED HOLE AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 MB0903'THE GROUND.  THIS IS A VERTICAL MARK.  THE MARK CAN ALSO BE
 MB0903'REACHED BY GOING 2.5 MILES EAST ALONG STATE HIGHWAY 82 FROM THE
 MB0903'HIGH SCHOOL AT HOWLAND CORNERS.
 MB0903
 MB0903                          STATION RECOVERY (1990)
 MB0903
 MB0903'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 MB0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1193 ***********************************************************************
 KY1193  DESIGNATION -  1143
 KY1193  PID         -  KY1193
 KY1193  STATE/COUNTY-  OH/MAHONING
 KY1193  USGS QUAD   -  COLUMBIANA (1994)
 KY1193
 KY1193                         *CURRENT SURVEY CONTROL
 KY1193  ___________________________________________________________________
 KY1193* NAD 83(1986)-  40 54 03.     (N)    080 39 04.     (W)     SCALED    
 KY1193* NAVD 88     -       348.320  (meters)    1142.78   (feet)  ADJUSTED  
 KY1193  ___________________________________________________________________
 KY1193  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KY1193  DYNAMIC HT  -         348.149 (meters)    1142.22  (feet)  COMP
 KY1193  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 KY1193
 KY1193  VERT ORDER  -  SECOND    CLASS 0
 KY1193
 KY1193.The horizontal coordinates were scaled from a topographic map and have
 KY1193.an estimated accuracy of +/- 6 seconds.
 KY1193
 KY1193.The orthometric height was determined by differential leveling
 KY1193.and adjusted by the National Geodetic Survey in June 1991..
 KY1193
 KY1193.The geoid height was determined by GEOID03.
 KY1193
 KY1193.The dynamic height is computed by dividing the NAVD 88
 KY1193.geopotential number by the normal gravity value computed on the
 KY1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1193.degrees latitude (g = 980.6199 gals.).
 KY1193
 KY1193.The modeled gravity was interpolated from observed gravity values.
 KY1193
 KY1193;                    North         East    Units  Estimated Accuracy
 KY1193;SPC OH N     -   138,700.      755,770.      MT  (+/- 180 meters Scaled)
 KY1193
 KY1193                          SUPERSEDED SURVEY CONTROL
 KY1193
 KY1193  NGVD 29 (??/??/92)  348.468  (m)         1143.27   (f) ADJ UNCH    2 0
 KY1193
 KY1193.Superseded values are not recommended for survey control.
 KY1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1193.See file dsdata.txt to determine how the superseded data were derived.
 KY1193
 KY1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF293278(NAD 83)
 KY1193_MARKER: DD = SURVEY DISK
 KY1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1193_SP_SET: FOUNDATION
 KY1193_STAMPING: 1143 1906
 KY1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1193+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 KY1193
 KY1193  HISTORY     - Date     Condition        Report By
 KY1193  HISTORY     - 1906     MONUMENTED       USGS
 KY1193  HISTORY     - 1950     GOOD             NGS
 KY1193  HISTORY     - 20060916 GOOD             GEOCAC
 KY1193
 KY1193                          STATION DESCRIPTION
 KY1193
 KY1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1193'2.4 MI S FROM NORTH LIMA.
 KY1193'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 7 FROM ITS INTERSECTION
 KY1193'WITH STATE HIGHWAY 165 AT NORTH LIMA, ABOUT 400 FEET NORTH OF
 KY1193'THE COLUMBIANA - MAHONING COUNTY LINE, IN THE STONE BLOCK
 KY1193'FOUNDATION OF A 2 STORY FRAME HOUSE, IN THE SOUTHEAST CORNER
 KY1193'OF THE FOUNDATION.  A ALUMINUM DISK CEMENTED IN A DRILLED HOLE
 KY1193'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.  THIS IS A
 KY1193'VERTICAL MARK.
 KY1193
 KY1193                          STATION RECOVERY (2006)
 KY1193
 KY1193'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1193'IT IS ABOUT 2 FEET NORTH OF THE FOUNDATION CORNER. THE HOUSE ADDRESS
 KY1193'IS 14900 MARKET STREET(STATE ROUTE 7).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1591 ***********************************************************************
 MB1591  DESIGNATION -  115 CWL
 MB1591  PID         -  MB1591
 MB1591  STATE/COUNTY-  OH/LAKE
 MB1591  USGS QUAD   -  EASTLAKE (1994)
 MB1591
 MB1591                         *CURRENT SURVEY CONTROL
 MB1591  ___________________________________________________________________
 MB1591* NAD 83(1986)-  41 39 34.     (N)    081 27 15.     (W)     SCALED    
 MB1591* NAVD 88     -       187.775  (meters)     616.06   (feet)  ADJUSTED  
 MB1591  ___________________________________________________________________
 MB1591  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 MB1591  DYNAMIC HT  -         187.706 (meters)     615.83  (feet)  COMP
 MB1591  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 MB1591
 MB1591  VERT ORDER  -  FIRST     CLASS II
 MB1591
 MB1591.The horizontal coordinates were scaled from a topographic map and have
 MB1591.an estimated accuracy of +/- 6 seconds.
 MB1591
 MB1591.The orthometric height was determined by differential leveling
 MB1591.and adjusted by the National Geodetic Survey in June 1991..
 MB1591
 MB1591.The geoid height was determined by GEOID03.
 MB1591
 MB1591.The dynamic height is computed by dividing the NAVD 88
 MB1591.geopotential number by the normal gravity value computed on the
 MB1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1591.degrees latitude (g = 980.6199 gals.).
 MB1591
 MB1591.The modeled gravity was interpolated from observed gravity values.
 MB1591
 MB1591;                    North         East    Units  Estimated Accuracy
 MB1591;SPC OH N     -   221,820.      687,110.      MT  (+/- 180 meters Scaled)
 MB1591
 MB1591                          SUPERSEDED SURVEY CONTROL
 MB1591
 MB1591  NGVD 29 (06/03/92)  188.004  (m)          616.81   (f) ADJUSTED    1 2
 MB1591
 MB1591.Superseded values are not recommended for survey control.
 MB1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1591.See file dsdata.txt to determine how the superseded data were derived.
 MB1591
 MB1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG621120(NAD 83)
 MB1591_MARKER: DD = SURVEY DISK
 MB1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1591_SP_SET: CONCRETE POST
 MB1591_STAMPING: 115 CWL 1952 617
 MB1591_MARK LOGO: USGS  
 MB1591_PROJECTION: PROJECTING 5 CENTIMETERS
 MB1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1591+STABILITY: SURFACE MOTION
 MB1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1591+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1591
 MB1591  HISTORY     - Date     Condition        Report By
 MB1591  HISTORY     - 1952     MONUMENTED       USGS
 MB1591  HISTORY     - 1981     GOOD             NGS
 MB1591  HISTORY     - 1988     GOOD             USPSQD
 MB1591  HISTORY     - 19891012 GOOD             NGS
 MB1591  HISTORY     - 19980923 GOOD             USPSQD
 MB1591  HISTORY     - 20040920 GOOD             OHDT
 MB1591
 MB1591                          STATION DESCRIPTION
 MB1591
 MB1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1591'IN EASTLAKE.
 MB1591'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 MB1591'IN EASTLAKE, AT THE EAST ANGLE OF THE INTERSECTION OF LAKE SHORE
 MB1591'BOULEVARD AND ROBERTS ROAD, 10.68 METERS (35.0 FEET) SOUTHEAST OF THE
 MB1591'CENTER LINE OF THE BOULEVARD, 10.98 METERS (36.0 FEET) NORTH OF THE
 MB1591'CENTER LINE OF THE ROAD, 3.54 METERS (11.6 FEET) EAST-SOUTHEAST OF
 MB1591'POWER POLE NUMBER 299922 WITH A STREET LAMP, 1.71 METERS (5.6 FEET)
 MB1591'EAST OF THE WEST END POST OF A WOOD FENCE.  NOTE-MARK IS SET IN A
 MB1591'FLOWER GARDEN, MAYBE COVERED BY DIRT.
 MB1591
 MB1591                          STATION RECOVERY (1988)
 MB1591
 MB1591'RECOVERY NOTE BY US POWER SQUADRON 1988 (FBW)
 MB1591'RECOVERED IN GOOD CONDITION.
 MB1591
 MB1591                          STATION RECOVERY (1989)
 MB1591
 MB1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1591'IN EASTLAKE, AT THE EAST ANGLE OF THE INTERSECTION OF LAKE SHORE
 MB1591'BOULEVARD AND ROBERTS ROAD, 10.68 METERS (35.0 FEET) SOUTHEAST OF THE
 MB1591'CENTER LINE OF THE BOULEVARD, 10.98 METERS (36.0 FEET) NORTH OF THE
 MB1591'CENTER LINE OF THE ROAD, 3.54 METERS (11.6 FEET) EAST-SOUTHEAST OF
 MB1591'POWER POLE NUMBER 299922 WITH A STREET LAMP, 0.80 M (2.6 FT)
 MB1591'NORTHWEST OF THE WEST END POST OF A WOOD FENCE, AND SET IN A 15 CM
 MB1591'DIAMETER CONCRETE POST PROJECTING 8 CM.
 MB1591
 MB1591                          STATION RECOVERY (1998)
 MB1591
 MB1591'RECOVERY NOTE BY US POWER SQUADRON 1998
 MB1591'RECOVERED IN GOOD CONDITION.
 MB1591
 MB1591                          STATION RECOVERY (2004)
 MB1591
 MB1591'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1292 ***********************************************************************
 KY1292  DESIGNATION -  1150
 KY1292  PID         -  KY1292
 KY1292  STATE/COUNTY-  OH/STARK
 KY1292  USGS QUAD   -  ROBERTSVILLE (1994)
 KY1292
 KY1292                         *CURRENT SURVEY CONTROL
 KY1292  ___________________________________________________________________
 KY1292* NAD 83(1986)-  40 47 46.     (N)    081 09 13.     (W)     SCALED    
 KY1292* NAVD 88     -       350.323  (meters)    1149.35   (feet)  ADJUSTED  
 KY1292  ___________________________________________________________________
 KY1292  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KY1292  DYNAMIC HT  -         350.155 (meters)    1148.80  (feet)  COMP
 KY1292  MODELED GRAV-     980,133.8   (mgal)                       NAVD 88
 KY1292
 KY1292  VERT ORDER  -  SECOND    CLASS 0
 KY1292
 KY1292.The horizontal coordinates were scaled from a topographic map and have
 KY1292.an estimated accuracy of +/- 6 seconds.
 KY1292
 KY1292.The orthometric height was determined by differential leveling
 KY1292.and adjusted by the National Geodetic Survey in June 1991..
 KY1292
 KY1292.The geoid height was determined by GEOID03.
 KY1292
 KY1292.The dynamic height is computed by dividing the NAVD 88
 KY1292.geopotential number by the normal gravity value computed on the
 KY1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1292.degrees latitude (g = 980.6199 gals.).
 KY1292
 KY1292.The modeled gravity was interpolated from observed gravity values.
 KY1292
 KY1292;                    North         East    Units  Estimated Accuracy
 KY1292;SPC OH N     -   126,300.      713,620.      MT  (+/- 180 meters Scaled)
 KY1292
 KY1292                          SUPERSEDED SURVEY CONTROL
 KY1292
 KY1292  NGVD 29 (??/??/92)  350.489  (m)         1149.90   (f) ADJ UNCH    2 0
 KY1292
 KY1292.Superseded values are not recommended for survey control.
 KY1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1292.See file dsdata.txt to determine how the superseded data were derived.
 KY1292
 KY1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF870161(NAD 83)
 KY1292_MARKER: DD = SURVEY DISK
 KY1292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1292_SP_SET: CULVERT COPING
 KY1292_STAMPING: 1150
 KY1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1292
 KY1292  HISTORY     - Date     Condition        Report By
 KY1292  HISTORY     - 1934     MONUMENTED       USGS
 KY1292  HISTORY     - 1934     GOOD             NGS
 KY1292  HISTORY     - 19930323 MARK NOT FOUND   OHDT
 KY1292
 KY1292                          STATION DESCRIPTION
 KY1292
 KY1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1292'AT PARIS.
 KY1292'AT PARIS, STARK COUNTY, ON THE ALLIANCE BRANCH OF THE NEW YORK
 KY1292'CENTRAL RAILROAD, ABOUT 125 YARDS EAST OF THE STATION, ABOUT
 KY1292'130 YARDS EAST OF THE CENTER OF A HIGHWAY CROSSING, AT A STONE
 KY1292'CULVERT, IN THE CENTER OF THE SOUTH COPING, 4.5 FEET EAST OF THE
 KY1292'SOUTHWEST CORNER, ABOUT 5 YARDS SOUTH OF THE CENTERLINE OF THE
 KY1292'HIGHWAY AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY GRADE.  A
 KY1292'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1150.
 KY1292
 KY1292                          STATION RECOVERY (1993)
 KY1292
 KY1292'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY1292'------REPORT BY ODOT------YEAR 1993--------CONDITION - UNKNOWN---
 KY1292' 
 KY1292'NOTE** TRACKS HAVE BEEN REMOVED, ENTIRE AREA HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1119 ***********************************************************************
 KZ1119  DESIGNATION -  1154
 KZ1119  PID         -  KZ1119
 KZ1119  STATE/COUNTY-  OH/RICHLAND
 KZ1119  USGS QUAD   -  MANSFIELD SOUTH (1984)
 KZ1119
 KZ1119                         *CURRENT SURVEY CONTROL
 KZ1119  ___________________________________________________________________
 KZ1119* NAD 83(1986)-  40 39 05.     (N)    082 33 33.     (W)     SCALED    
 KZ1119* NAVD 88     -       351.424  (meters)    1152.96   (feet)  ADJUSTED  
 KZ1119  ___________________________________________________________________
 KZ1119  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KZ1119  DYNAMIC HT  -         351.248 (meters)    1152.39  (feet)  COMP
 KZ1119  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 KZ1119
 KZ1119  VERT ORDER  -  SECOND    CLASS 0
 KZ1119
 KZ1119.The horizontal coordinates were scaled from a topographic map and have
 KZ1119.an estimated accuracy of +/- 6 seconds.
 KZ1119
 KZ1119.The orthometric height was determined by differential leveling
 KZ1119.and adjusted by the National Geodetic Survey in June 1991..
 KZ1119.WARNING-Repeat measurements at this control monument indicate possible
 KZ1119.vertical movement.
 KZ1119
 KZ1119.The geoid height was determined by GEOID03.
 KZ1119
 KZ1119.The dynamic height is computed by dividing the NAVD 88
 KZ1119.geopotential number by the normal gravity value computed on the
 KZ1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1119.degrees latitude (g = 980.6199 gals.).
 KZ1119
 KZ1119.The modeled gravity was interpolated from observed gravity values.
 KZ1119
 KZ1119;                    North         East    Units  Estimated Accuracy
 KZ1119;SPC OH N     -   109,350.      595,000.      MT  (+/- 180 meters Scaled)
 KZ1119
 KZ1119                          SUPERSEDED SURVEY CONTROL
 KZ1119
 KZ1119  NGVD 29 (??/??/92)  351.563  (m)         1153.42   (f) ADJ UNCH    2 0
 KZ1119
 KZ1119.Superseded values are not recommended for survey control.
 KZ1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1119.See file dsdata.txt to determine how the superseded data were derived.
 KZ1119
 KZ1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF681012(NAD 83)
 KZ1119_MARKER: P = PIPE CAP
 KZ1119_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1119_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1119_STAMPING: 1154 OHIO
 KZ1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1119
 KZ1119  HISTORY     - Date     Condition        Report By
 KZ1119  HISTORY     - UNK      MONUMENTED       USGS
 KZ1119  HISTORY     - 1959     GOOD             NGS
 KZ1119  HISTORY     - 20040603 MARK NOT FOUND   USPSQD
 KZ1119
 KZ1119                          STATION DESCRIPTION
 KZ1119
 KZ1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1119'2.2 MI SE FROM LEXINGTON.
 KZ1119'ABOUT 2.25 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KZ1119'FROM THE STATION AT LEXINGTON, BETWEEN MILEPOLES 50+37 AND 50+38,
 KZ1119'AT THE CROSSING OF KOCHHEISER ROAD, 24 1/2 FEET NORTHEAST OF THE
 KZ1119'NORTHEAST RAIL, 26 FEET SOUTH OF THE CENTER LINE OF ROAD, 14 FEET
 KZ1119'SOUTH OF THE EAST END OF THE SOUTHEAST WING WALL OF 20 FOOT
 KZ1119'CONCRETE BRIDGE NO. WA 325 8 OVER A DITCH, 6 FEET NORTHWEST OF
 KZ1119'POWER LINE POLE 983 152, 56 FEET SOUTHEAST OF BENCH MARK N 269,
 KZ1119'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND RIVETED ON TOP
 KZ1119'OF A 3 1/2-INCH IRON PIPE PROJECTING 8 INCHES.
 KZ1119
 KZ1119                          STATION RECOVERY (2004)
 KZ1119
 KZ1119'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1119'RAILROAD HAS BEEN REMOVED YEARS AGO AND IS NOW A BIKE PATH, BRIDGE
 KZ1119'ALSO HAS DETERIORATED BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1247 ***********************************************************************
 KY1247  DESIGNATION -  1158.47
 KY1247  PID         -  KY1247
 KY1247  STATE/COUNTY-  OH/STARK
 KY1247  USGS QUAD   -  ROBERTSVILLE (1994)
 KY1247
 KY1247                         *CURRENT SURVEY CONTROL
 KY1247  ___________________________________________________________________
 KY1247* NAD 83(1986)-  40 50 54.     (N)    081 12 39.     (W)     SCALED    
 KY1247* NAVD 88     -       352.765  (meters)    1157.36   (feet)  ADJUSTED  
 KY1247  ___________________________________________________________________
 KY1247  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KY1247  DYNAMIC HT  -         352.598 (meters)    1156.82  (feet)  COMP
 KY1247  MODELED GRAV-     980,140.0   (mgal)                       NAVD 88
 KY1247
 KY1247  VERT ORDER  -  FIRST     CLASS I
 KY1247
 KY1247.The horizontal coordinates were scaled from a topographic map and have
 KY1247.an estimated accuracy of +/- 6 seconds.
 KY1247
 KY1247.The orthometric height was determined by differential leveling
 KY1247.and adjusted by the National Geodetic Survey in June 1991..
 KY1247
 KY1247.The geoid height was determined by GEOID03.
 KY1247
 KY1247.The dynamic height is computed by dividing the NAVD 88
 KY1247.geopotential number by the normal gravity value computed on the
 KY1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1247.degrees latitude (g = 980.6199 gals.).
 KY1247
 KY1247.The modeled gravity was interpolated from observed gravity values.
 KY1247
 KY1247;                    North         East    Units  Estimated Accuracy
 KY1247;SPC OH N     -   132,020.      708,700.      MT  (+/- 180 meters Scaled)
 KY1247
 KY1247                          SUPERSEDED SURVEY CONTROL
 KY1247
 KY1247  NGVD 29 (??/??/92)  352.944  (m)         1157.95   (f) ADJ UNCH    1 1
 KY1247
 KY1247.Superseded values are not recommended for survey control.
 KY1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1247.See file dsdata.txt to determine how the superseded data were derived.
 KY1247
 KY1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF822219(NAD 83)
 KY1247_MARKER: DD = SURVEY DISK
 KY1247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1247_SP_SET: BRIDGE
 KY1247_STAMPING: 1158.47
 KY1247_MARK LOGO: OH-151
 KY1247_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1247+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 KY1247
 KY1247  HISTORY     - Date     Condition        Report By
 KY1247  HISTORY     - 1966     MONUMENTED       OH-151
 KY1247  HISTORY     - 1966     GOOD             CGS
 KY1247  HISTORY     - 19921229 GOOD             OHDT
 KY1247  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KY1247  HISTORY     - 20060803 GOOD             GEOCAC
 KY1247
 KY1247                          STATION DESCRIPTION
 KY1247
 KY1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1247'2.6 MI NE FROM LOUISVILLE.
 KY1247'ABOUT 2.6 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1247'THE CROSSING OF STATE HIGHWAY 44 AT LOUISVILLE, IN SECTION 24,
 KY1247'R 7 W, T 19 N, ABOUT 0.15 MILE SOUTHWEST OF MILEPOST 92, 89 1/2
 KY1247'FEET SOUTH OF THE CENTER OF THE CROSSING OF MAPLE GROVE AVENUE, SET
 KY1247'ON THE TOP OF THE NORTH END OF THE NORTHEAST WING WALL FOR A
 KY1247'30-FOOT CONCRETE AND STEEL BRIDGE OVER NIMISHILLEN CREEK, 13 FEET
 KY1247'EAST OF THE CENTER LINE OF THE AVENUE AND 2 FEET BELOW THE LEVEL
 KY1247'OF THE TRACK, ABOUT LEVEL WITH THE AVENUE.
 KY1247
 KY1247                          STATION RECOVERY (1992)
 KY1247
 KY1247'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992 (PM)
 KY1247'------REPORT BY ODOT------YEAR 1992-------CONDITION--GOOD--------
 KY1247
 KY1247                          STATION RECOVERY (2004)
 KY1247
 KY1247'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY1247'MARK NOT FOUND.
 KY1247
 KY1247                          STATION RECOVERY (2006)
 KY1247
 KY1247'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0755 ***********************************************************************
 JZ0755  DESIGNATION -  116
 JZ0755  PID         -  JZ0755
 JZ0755  STATE/COUNTY-  OH/HAMILTON
 JZ0755  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0755
 JZ0755                         *CURRENT SURVEY CONTROL
 JZ0755  ___________________________________________________________________
 JZ0755* NAD 83(1986)-  39 07 43.     (N)    084 36 20.     (W)     SCALED    
 JZ0755* NAVD 88     -       272.222  (meters)     893.12   (feet)  ADJUSTED  
 JZ0755  ___________________________________________________________________
 JZ0755  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0755  DYNAMIC HT  -         272.051 (meters)     892.55  (feet)  COMP
 JZ0755  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 JZ0755
 JZ0755  VERT ORDER  -  FIRST     CLASS II
 JZ0755
 JZ0755.The horizontal coordinates were scaled from a topographic map and have
 JZ0755.an estimated accuracy of +/- 6 seconds.
 JZ0755
 JZ0755.The orthometric height was determined by differential leveling
 JZ0755.and adjusted by the National Geodetic Survey in June 1991..
 JZ0755
 JZ0755.The geoid height was determined by GEOID03.
 JZ0755
 JZ0755.The dynamic height is computed by dividing the NAVD 88
 JZ0755.geopotential number by the normal gravity value computed on the
 JZ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0755.degrees latitude (g = 980.6199 gals.).
 JZ0755
 JZ0755.The modeled gravity was interpolated from observed gravity values.
 JZ0755
 JZ0755;                    North         East    Units  Estimated Accuracy
 JZ0755;SPC OH S     -   127,410.      417,960.      MT  (+/- 180 meters Scaled)
 JZ0755
 JZ0755                          SUPERSEDED SURVEY CONTROL
 JZ0755
 JZ0755  NGVD 29 (??/??/92)  272.404  (m)          893.71   (f) ADJ UNCH    1 2
 JZ0755
 JZ0755.Superseded values are not recommended for survey control.
 JZ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0755.See file dsdata.txt to determine how the superseded data were derived.
 JZ0755
 JZ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ069337(NAD 83)
 JZ0755_MARKER: DD = SURVEY DISK
 JZ0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0755_SP_SET: ABUTMENT
 JZ0755_STAMPING: 116
 JZ0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0755
 JZ0755  HISTORY     - Date     Condition        Report By
 JZ0755  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0755  HISTORY     - 1947     GOOD             NGS
 JZ0755
 JZ0755                          STATION DESCRIPTION
 JZ0755
 JZ0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0755'AT CINCINNATI.
 JZ0755'AT CINCINNATI, AT THE GLENWAY AVENUE OVERPASS OVER THE C AND O
 JZ0755'RAILROAD.  IN THE WEST END OF THE SOUTH ABUTMENT OF BRIDGE, 5.9
 JZ0755'FEET WEST OF THE WEST CURB OF GLENWAY AVENUE ABOUT 1.2 FEET
 JZ0755'LOWER THAN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1091 ***********************************************************************
 KZ1091  DESIGNATION -  1160
 KZ1091  PID         -  KZ1091
 KZ1091  STATE/COUNTY-  OH/MORROW
 KZ1091  USGS QUAD   -  GALION (1973)
 KZ1091
 KZ1091                         *CURRENT SURVEY CONTROL
 KZ1091  ___________________________________________________________________
 KZ1091* NAD 83(1986)-  40 39 43.     (N)    082 49 46.     (W)     SCALED    
 KZ1091* NAVD 88     -       352.873  (meters)    1157.72   (feet)  ADJUSTED  
 KZ1091  ___________________________________________________________________
 KZ1091  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KZ1091  DYNAMIC HT  -         352.696 (meters)    1157.14  (feet)  COMP
 KZ1091  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 KZ1091
 KZ1091  VERT ORDER  -  FIRST     CLASS I
 KZ1091
 KZ1091.The horizontal coordinates were scaled from a topographic map and have
 KZ1091.an estimated accuracy of +/- 6 seconds.
 KZ1091
 KZ1091.The orthometric height was determined by differential leveling
 KZ1091.and adjusted by the National Geodetic Survey in June 1991..
 KZ1091.WARNING-Repeat measurements at this control monument indicate possible
 KZ1091.vertical movement.
 KZ1091
 KZ1091.The geoid height was determined by GEOID03.
 KZ1091
 KZ1091.The dynamic height is computed by dividing the NAVD 88
 KZ1091.geopotential number by the normal gravity value computed on the
 KZ1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1091.degrees latitude (g = 980.6199 gals.).
 KZ1091
 KZ1091.The modeled gravity was interpolated from observed gravity values.
 KZ1091
 KZ1091;                    North         East    Units  Estimated Accuracy
 KZ1091;SPC OH N     -   110,570.      572,140.      MT  (+/- 180 meters Scaled)
 KZ1091
 KZ1091                          SUPERSEDED SURVEY CONTROL
 KZ1091
 KZ1091  NGVD 29 (??/??/92)  353.011  (m)         1158.17   (f) ADJ UNCH    1 1
 KZ1091
 KZ1091.Superseded values are not recommended for survey control.
 KZ1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1091.See file dsdata.txt to determine how the superseded data were derived.
 KZ1091
 KZ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF453028(NAD 83)
 KZ1091_MARKER: P = PIPE CAP
 KZ1091_SETTING: 0 = UNSPECIFIED SETTING
 KZ1091_STAMPING: 1160
 KZ1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1091
 KZ1091  HISTORY     - Date     Condition        Report By
 KZ1091  HISTORY     - UNK      MONUMENTED       USGS
 KZ1091  HISTORY     - 1967     GOOD             NGS
 KZ1091
 KZ1091                          STATION DESCRIPTION
 KZ1091
 KZ1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1091'5.7 MI SW FROM GALION.
 KZ1091'ABOUT 5.7 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1091'FROM THE STATION AT GALION, ABOUT 0.4 MILE NORTHEAST OF
 KZ1091'MILEPOST 86, AT ST JAMES, 43 FEET NORTH OF THE CENTER OF THE
 KZ1091'CROSSING OF ST JAMES ROAD, 28 1/2 FEET EAST OF POWER LINE POLE
 KZ1091'NO. 92 ET 16, 56.6 FEET NORTHWEST OF AND ACROSS THE TRACK FROM
 KZ1091'THE WEST CORNER OF A 4-FOOT SQUARE BATTERY BOX, 12.1 FEET
 KZ1091'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 4.3 FEET
 KZ1091'SOUTHEAST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL
 KZ1091'OF THE TRACK AND ABOUT 1/2 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1134 ***********************************************************************
 KY1134  DESIGNATION -  1165
 KY1134  PID         -  KY1134
 KY1134  STATE/COUNTY-  OH/MAHONING
 KY1134  USGS QUAD   -  COLUMBIANA (1994)
 KY1134
 KY1134                         *CURRENT SURVEY CONTROL
 KY1134  ___________________________________________________________________
 KY1134* NAD 83(1986)-  40 58 24.     (N)    080 42 26.     (W)     SCALED    
 KY1134* NAVD 88     -       354.797  (meters)    1164.03   (feet)  ADJUSTED  
 KY1134  ___________________________________________________________________
 KY1134  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KY1134  DYNAMIC HT  -         354.628 (meters)    1163.48  (feet)  COMP
 KY1134  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 KY1134
 KY1134  VERT ORDER  -  SECOND    CLASS 0
 KY1134
 KY1134.The horizontal coordinates were scaled from a topographic map and have
 KY1134.an estimated accuracy of +/- 6 seconds.
 KY1134
 KY1134.The orthometric height was determined by differential leveling
 KY1134.and adjusted by the National Geodetic Survey in June 1991..
 KY1134
 KY1134.The geoid height was determined by GEOID03.
 KY1134
 KY1134.The dynamic height is computed by dividing the NAVD 88
 KY1134.geopotential number by the normal gravity value computed on the
 KY1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1134.degrees latitude (g = 980.6199 gals.).
 KY1134
 KY1134.The modeled gravity was interpolated from observed gravity values.
 KY1134
 KY1134;                    North         East    Units  Estimated Accuracy
 KY1134;SPC OH N     -   146,650.      750,880.      MT  (+/- 180 meters Scaled)
 KY1134
 KY1134                          SUPERSEDED SURVEY CONTROL
 KY1134
 KY1134  NGVD 29 (??/??/92)  354.959  (m)         1164.56   (f) ADJ UNCH    2 0
 KY1134
 KY1134.Superseded values are not recommended for survey control.
 KY1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1134.See file dsdata.txt to determine how the superseded data were derived.
 KY1134
 KY1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF246358(NAD 83)
 KY1134_MARKER: DD = SURVEY DISK
 KY1134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1134_SP_SET: FOUNDATION
 KY1134_STAMPING: 1165 1906
 KY1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1134
 KY1134  HISTORY     - Date     Condition        Report By
 KY1134  HISTORY     - 1906     MONUMENTED       USGS
 KY1134  HISTORY     - 1950     GOOD             NGS
 KY1134  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KY1134
 KY1134                          STATION DESCRIPTION
 KY1134
 KY1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1134'1.7 MI SE FROM NEW BUFFALO.
 KY1134'ABOUT 0.7 MILE EAST ALONG WESTERN RESERVE ROAD FROM THE CHURCH
 KY1134'AND CEMETERY AT NEW BUFFALO, THENCE ABOUT 1.0 MILE SOUTH ALONG
 KY1134'THE COLUMBIANA-NEW BUFFALO ROAD, AT THE INTERSECTION OF
 KY1134'COLUMBIANA-NEW BUFFALO ROAD AND NORTH BENTON CALLA STATE LINE
 KY1134'ROAD, IN THE NORTHEAST CORNER OF THE PARADISE CHURCH, IN THE TOP
 KY1134'ROW OF THE STONE FOUNDATION, 3 FEET SOUTH OF THE NORTHEAST
 KY1134'CORNER.  A USGS DISK CEMENTED IN A DRILLED HOLE AND ABOUT 1.5
 KY1134'FEET ABOVE THE LEVEL OF THE GROUND.  THIS IS A VERTICAL MARK.
 KY1134
 KY1134                          STATION RECOVERY (1987)
 KY1134
 KY1134'RECOVERY NOTE BY US POWER SQUADRON 1987 (JM)
 KY1134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1085 ***********************************************************************
 KZ1085  DESIGNATION -  1168
 KZ1085  PID         -  KZ1085
 KZ1085  STATE/COUNTY-  OH/MORROW
 KZ1085  USGS QUAD   -  GALION (1973)
 KZ1085
 KZ1085                         *CURRENT SURVEY CONTROL
 KZ1085  ___________________________________________________________________
 KZ1085* NAD 83(1986)-  40 41 51.     (N)    082 47 49.     (W)     SCALED    
 KZ1085* NAVD 88     -       355.219  (meters)    1165.41   (feet)  ADJUSTED  
 KZ1085  ___________________________________________________________________
 KZ1085  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KZ1085  DYNAMIC HT  -         355.042 (meters)    1164.83  (feet)  COMP
 KZ1085  MODELED GRAV-     980,114.4   (mgal)                       NAVD 88
 KZ1085
 KZ1085  VERT ORDER  -  FIRST     CLASS I
 KZ1085
 KZ1085.The horizontal coordinates were scaled from a topographic map and have
 KZ1085.an estimated accuracy of +/- 6 seconds.
 KZ1085
 KZ1085.The orthometric height was determined by differential leveling
 KZ1085.and adjusted by the National Geodetic Survey in June 1991..
 KZ1085.WARNING-Repeat measurements at this control monument indicate possible
 KZ1085.vertical movement.
 KZ1085
 KZ1085.The geoid height was determined by GEOID03.
 KZ1085
 KZ1085.The dynamic height is computed by dividing the NAVD 88
 KZ1085.geopotential number by the normal gravity value computed on the
 KZ1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1085.degrees latitude (g = 980.6199 gals.).
 KZ1085
 KZ1085.The modeled gravity was interpolated from observed gravity values.
 KZ1085
 KZ1085;                    North         East    Units  Estimated Accuracy
 KZ1085;SPC OH N     -   114,510.      574,900.      MT  (+/- 180 meters Scaled)
 KZ1085
 KZ1085                          SUPERSEDED SURVEY CONTROL
 KZ1085
 KZ1085  NGVD 29 (??/??/92)  355.352  (m)         1165.85   (f) ADJ UNCH    1 1
 KZ1085
 KZ1085.Superseded values are not recommended for survey control.
 KZ1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1085.See file dsdata.txt to determine how the superseded data were derived.
 KZ1085
 KZ1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF481067(NAD 83)
 KZ1085_MARKER: P = PIPE CAP
 KZ1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1085_STAMPING: 1168
 KZ1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1085+STABILITY: SURFACE MOTION
 KZ1085
 KZ1085  HISTORY     - Date     Condition        Report By
 KZ1085  HISTORY     - UNK      MONUMENTED       USGS
 KZ1085  HISTORY     - 1967     GOOD             NGS
 KZ1085  HISTORY     - 1987     GOOD             OHDT
 KZ1085
 KZ1085                          STATION DESCRIPTION
 KZ1085
 KZ1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1085'2.6 MI SW FROM GALION.
 KZ1085'ABOUT 2.6 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1085'FROM THE STATION AT GALION, ABOUT 0.5 MILE SOUTHWEST OF MILEPOST
 KZ1085'82, 43 1/2 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF WEST
 KZ1085'BLOOMFIELD ROAD, 36.4 FEET EAST OF THE EAST RAIL, 26 FEET
 KZ1085'SOUTH OF THE CENTER LINE OF THE ROAD, 14 1/2 FEET NORTH OF A
 KZ1085'TELEGRAPH POLE, 14 FEET SOUTHWEST OF A 5-INCH SQUARE CONCRETE
 KZ1085'POST FOR FENCE CORNER, 10 1/2 FEET WEST OF THE RIGHT-OF-WAY
 KZ1085'FENCE LINE, 1 FOOT SOUTH OF A METAL WITNESS POST, 3 FEET BELOW
 KZ1085'THE LEVEL OF THE TRACK, AND PROJECTS 2 INCHES ABOVE THE LEVEL OF
 KZ1085'THE GROUND.  NOTE-- PIPE APPEARS TO LEAN SLIGHTLY TO THE
 KZ1085'SOUTHWEST BUT IS SOLID.
 KZ1085
 KZ1085                          STATION RECOVERY (1987)
 KZ1085
 KZ1085'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1043 ***********************************************************************
 KY1043  DESIGNATION -  1169
 KY1043  PID         -  KY1043
 KY1043  STATE/COUNTY-  OH/COLUMBIANA
 KY1043  USGS QUAD   -  SALEM (1994)
 KY1043
 KY1043                         *CURRENT SURVEY CONTROL
 KY1043  ___________________________________________________________________
 KY1043* NAD 83(1986)-  40 54 04.     (N)    080 51 46.     (W)     SCALED    
 KY1043* NAVD 88     -       356.200  (meters)    1168.63   (feet)  ADJUSTED  
 KY1043  ___________________________________________________________________
 KY1043  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY1043  DYNAMIC HT  -         356.029 (meters)    1168.07  (feet)  COMP
 KY1043  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 KY1043
 KY1043  VERT ORDER  -  FIRST     CLASS I
 KY1043
 KY1043.The horizontal coordinates were scaled from a topographic map and have
 KY1043.an estimated accuracy of +/- 6 seconds.
 KY1043
 KY1043.The orthometric height was determined by differential leveling
 KY1043.and adjusted by the National Geodetic Survey in June 1991..
 KY1043
 KY1043.The geoid height was determined by GEOID03.
 KY1043
 KY1043.The dynamic height is computed by dividing the NAVD 88
 KY1043.geopotential number by the normal gravity value computed on the
 KY1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1043.degrees latitude (g = 980.6199 gals.).
 KY1043
 KY1043.The modeled gravity was interpolated from observed gravity values.
 KY1043
 KY1043;                    North         East    Units  Estimated Accuracy
 KY1043;SPC OH N     -   138,380.      737,940.      MT  (+/- 180 meters Scaled)
 KY1043
 KY1043                          SUPERSEDED SURVEY CONTROL
 KY1043
 KY1043  NGVD 29 (??/??/92)  356.354  (m)         1169.14   (f) ADJ UNCH    1 1
 KY1043
 KY1043.Superseded values are not recommended for survey control.
 KY1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1043.See file dsdata.txt to determine how the superseded data were derived.
 KY1043
 KY1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF115277(NAD 83)
 KY1043_MARKER: DD = SURVEY DISK
 KY1043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1043_SP_SET: BUILDING
 KY1043_STAMPING: 1169 1906
 KY1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1043
 KY1043  HISTORY     - Date     Condition        Report By
 KY1043  HISTORY     - 1906     MONUMENTED       USGS
 KY1043  HISTORY     - 1966     GOOD             NGS
 KY1043  HISTORY     - 20060629 MARK NOT FOUND   GEOCAC
 KY1043
 KY1043                          STATION DESCRIPTION
 KY1043
 KY1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1043'AT SALEM.
 KY1043'AT SALEM, ABOUT 0.7 MILE NORTHWEST ALONG THE PENNSYLVANIA
 KY1043'RAILROAD FROM THE STATION, ALONG THE NORTH SIDE OF U.S. HIGHWAY
 KY1043'62, ABOUT 110 YARDS EAST OF THE TRACKS, SET VERTICALLY IN THE
 KY1043'SOUTH FACE OF THE BRICK BUILDING OF THE CITY OF SALEM WATER
 KY1043'WORKS, 18 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING AND
 KY1043'1.7 FEET ABOVE THE LEVEL OF THE GROUND.  IN SECTION 36, R 4
 KY1043'W, T 17 N.  MARK APPEARS OK BUT THE BUILDING IS VERY RUN DOWN
 KY1043'AND PROBABLY WILL NOT BE LEFT STANDING MUCH LONGER.
 KY1043
 KY1043                          STATION RECOVERY (2006)
 KY1043
 KY1043'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1043'THE BRICK BUILDING IN WHICH THE MARK WAS SET HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2887 ***********************************************************************
 KY2887  DESIGNATION -  1169 RESET
 KY2887  PID         -  KY2887
 KY2887  STATE/COUNTY-  OH/COLUMBIANA
 KY2887  USGS QUAD   -  SALEM (1994)
 KY2887
 KY2887                         *CURRENT SURVEY CONTROL
 KY2887  ___________________________________________________________________
 KY2887* NAD 83(1986)-  40 54 04.     (N)    080 51 46.     (W)     SCALED    
 KY2887* NAVD 88     -       355.88   (meters)    1167.6    (feet)  RESET     
 KY2887  ___________________________________________________________________
 KY2887  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY2887
 KY2887  VERT ORDER  -  THIRD
 KY2887
 KY2887.The horizontal coordinates were scaled from a topographic map and have
 KY2887.an estimated accuracy of +/- 6 seconds.
 KY2887
 KY2887.The orthometric height was computed from unverified reset data.
 KY2887.No vertical observational check was made to the station.
 KY2887
 KY2887.The geoid height was determined by GEOID03.
 KY2887
 KY2887;                    North         East    Units  Estimated Accuracy
 KY2887;SPC OH N     -   138,380.      737,940.      MT  (+/- 180 meters Scaled)
 KY2887
 KY2887                          SUPERSEDED SURVEY CONTROL
 KY2887
 KY2887  NGVD 29 (10/13/05)  356.04   (m)         1168.1    (f) RESET       3  
 KY2887
 KY2887.Superseded values are not recommended for survey control.
 KY2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2887.See file dsdata.txt to determine how the superseded data were derived.
 KY2887
 KY2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF115277(NAD 83)
 KY2887_MARKER: DB = BENCH MARK DISK
 KY2887_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY2887_SP_SET: OVERPASS
 KY2887_STAMPING: 1169 USGS RESET 1982
 KY2887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY2887+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2006
 KY2887
 KY2887  HISTORY     - Date     Condition        Report By
 KY2887  HISTORY     - 1982     MONUMENTED       NGS
 KY2887  HISTORY     - 20060629 GOOD             GEOCAC
 KY2887
 KY2887                          STATION DESCRIPTION
 KY2887
 KY2887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KY2887'IN SALEM.
 KY2887'IN SALEM, SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE RAMP
 KY2887'OF THE WEST STATE STREET OVERPASS OF THE PENN RAILROAD, 0.15 METER
 KY2887'(6 INCHES) EAST OF THE WEST END OF THE RAMP, 9.1 METERS (29.9 FT)
 KY2887'SOUTHEAST OF A FIRE HYDRANT, AND 17.4 METERS (57.0 FT) EAST OF THE
 KY2887'EAST ONE OF SIX PIERS OF THE OVERPASS.
 KY2887'THE MARK IS 2.0 FT ABOVE GROUND.
 KY2887
 KY2887                          STATION RECOVERY (2006)
 KY2887
 KY2887'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY2887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1501 ***********************************************************************
 MB1501  DESIGNATION -  117
 MB1501  PID         -  MB1501
 MB1501  STATE/COUNTY-  OH/CUYAHOGA
 MB1501  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1501
 MB1501                         *CURRENT SURVEY CONTROL
 MB1501  ___________________________________________________________________
 MB1501* NAD 83(1986)-  41 30 04.     (N)    081 41 59.     (W)     SCALED    
 MB1501* NAVD 88     -       195.720  (meters)     642.12   (feet)  ADJUSTED  
 MB1501  ___________________________________________________________________
 MB1501  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 MB1501  DYNAMIC HT  -         195.644 (meters)     641.88  (feet)  COMP
 MB1501  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 MB1501
 MB1501  VERT ORDER  -  FIRST     CLASS II
 MB1501
 MB1501.The horizontal coordinates were scaled from a topographic map and have
 MB1501.an estimated accuracy of +/- 6 seconds.
 MB1501
 MB1501.The orthometric height was determined by differential leveling
 MB1501.and adjusted by the National Geodetic Survey in June 1991..
 MB1501
 MB1501.The geoid height was determined by GEOID03.
 MB1501
 MB1501.The dynamic height is computed by dividing the NAVD 88
 MB1501.geopotential number by the normal gravity value computed on the
 MB1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1501.degrees latitude (g = 980.6199 gals.).
 MB1501
 MB1501.The modeled gravity was interpolated from observed gravity values.
 MB1501
 MB1501;                    North         East    Units  Estimated Accuracy
 MB1501;SPC OH N     -   204,020.      666,820.      MT  (+/- 180 meters Scaled)
 MB1501
 MB1501                          SUPERSEDED SURVEY CONTROL
 MB1501
 MB1501  NGVD 29 (06/03/92)  195.953  (m)          642.89   (f) ADJUSTED    1 2
 MB1501
 MB1501.Superseded values are not recommended for survey control.
 MB1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1501.See file dsdata.txt to determine how the superseded data were derived.
 MB1501
 MB1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF416946(NAD 83)
 MB1501_MARKER: DD = SURVEY DISK
 MB1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1501_SP_SET: CONCRETE POST
 MB1501_STAMPING: 117
 MB1501_MARK LOGO: CRGS  
 MB1501_PROJECTION: RECESSED 6 CENTIMETERS
 MB1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1501+STABILITY: SURFACE MOTION
 MB1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1501+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1501
 MB1501  HISTORY     - Date     Condition        Report By
 MB1501  HISTORY     - UNK      MONUMENTED       CRGS
 MB1501  HISTORY     - 1980     GOOD             NGS
 MB1501  HISTORY     - 20040920 GOOD             OHDT
 MB1501
 MB1501                          STATION DESCRIPTION
 MB1501
 MB1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1501'IN CLEVELAND.
 MB1501'IN CLEVELAND, IN THE HEART OF THE CITY, AT THE JUNCTION OF WEST 6TH
 MB1501'STREET AND LAKE AVENUE, SET IN THE EAST CORNER OF THE JUNCTION AND IS
 MB1501'IN THE CENTER OF THE SIDEWALK ENCASED IN A 12-INCH METAL PIPE WITH A
 MB1501'COVER IMPRINTED (MON) AND IS FLUSH WITH THE SIDEWALK, 0.3 KILOMETER
 MB1501'(0.2 MILE) SOUTHWEST OF THE COUNTY COURTHOUSE BUILDING WHICH IS AT
 MB1501'THE JUNCTION OF LAKESIDE AND ONTARIO AVENUES, 9.76 METERS (32.0 FEET)
 MB1501'NORTHEAST OF THE CENTER LINE OF WEST 6TH STREET, 8.38 METERS (27.5
 MB1501'FEET) NORTH-NORTHWEST OF A FIRE HYDRANT, 3.96 METERS (13.0 FEET)
 MB1501'SOUTH-SOUTHWEST OF A METAL LAMP POST.
 MB1501
 MB1501                          STATION RECOVERY (2004)
 MB1501
 MB1501'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1501'POORLY SUITED TO GPS OBSERVATIONS
 MB1501' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0166 ***********************************************************************
 JZ0166  DESIGNATION -  117
 JZ0166  PID         -  JZ0166
 JZ0166  STATE/COUNTY-  OH/MONTGOMERY
 JZ0166  USGS QUAD   -  BROOKVILLE (1987)
 JZ0166
 JZ0166                         *CURRENT SURVEY CONTROL
 JZ0166  ___________________________________________________________________
 JZ0166* NAD 83(1986)-  39 50 41.     (N)    084 29 02.     (W)     SCALED    
 JZ0166* NAVD 88     -       324.062  (meters)    1063.19   (feet)  ADJUSTED  
 JZ0166  ___________________________________________________________________
 JZ0166  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JZ0166  DYNAMIC HT  -         323.880 (meters)    1062.60  (feet)  COMP
 JZ0166  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 JZ0166
 JZ0166  VERT ORDER  -  SECOND    CLASS 0
 JZ0166
 JZ0166.The horizontal coordinates were scaled from a topographic map and have
 JZ0166.an estimated accuracy of +/- 6 seconds.
 JZ0166
 JZ0166.The orthometric height was determined by differential leveling
 JZ0166.and adjusted by the National Geodetic Survey in June 1991..
 JZ0166
 JZ0166.The geoid height was determined by GEOID03.
 JZ0166
 JZ0166.The dynamic height is computed by dividing the NAVD 88
 JZ0166.geopotential number by the normal gravity value computed on the
 JZ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0166.degrees latitude (g = 980.6199 gals.).
 JZ0166
 JZ0166.The modeled gravity was interpolated from observed gravity values.
 JZ0166
 JZ0166;                    North         East    Units  Estimated Accuracy
 JZ0166;SPC OH S     -   206,660.      430,220.      MT  (+/- 180 meters Scaled)
 JZ0166
 JZ0166                          SUPERSEDED SURVEY CONTROL
 JZ0166
 JZ0166  NGVD 29 (??/??/92)  324.229  (m)         1063.74   (f) ADJ UNCH    2 0
 JZ0166
 JZ0166.Superseded values are not recommended for survey control.
 JZ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0166.See file dsdata.txt to determine how the superseded data were derived.
 JZ0166
 JZ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK152135(NAD 83)
 JZ0166_MARKER: DD = SURVEY DISK
 JZ0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0166_STAMPING: 117
 JZ0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0166+STABILITY: SURFACE MOTION
 JZ0166
 JZ0166  HISTORY     - Date     Condition        Report By
 JZ0166  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0166  HISTORY     - 1947     GOOD             NGS
 JZ0166  HISTORY     - 20041015 POOR             INDIV
 JZ0166
 JZ0166                          STATION DESCRIPTION
 JZ0166
 JZ0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0166'9.8 MI NE FROM WEST ALEXANDRIA.
 JZ0166'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0166'WEST ALEXANDRIA, THENCE ABOUT 7.0 MILES NORTH ALONG THE
 JZ0166'PREBLE-MONTGOMERY CO. LINE ROAD, ABOUT 1.1 MILES SOUTH OF THE
 JZ0166'INTERSECTION OF U.S. HIGHWAY 40, AT THE INTERSECTION OF UPPER
 JZ0166'LEWISBURG-SALEM ROAD, 22 FEET EAST OF THE CENTER LINE OF THE
 JZ0166'COUNTY LINE ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE
 JZ0166'EAST-WEST ROAD, 6.5 FEET SOUTHWEST OF A FENCE CORNER, 7.8 FEET
 JZ0166'SOUTHWEST OF THE ROAD IDENTIFICATION SIGN, 1.5 FEET WEST OF A
 JZ0166'WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET BELOW THE ROADS AND SET
 JZ0166'IN THE TOP OF A CONCRETE POST PROJECTING 15 INCHES.
 JZ0166
 JZ0166                          STATION RECOVERY (2004)
 JZ0166
 JZ0166'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0166'MONUMENT HAS BEEN DISTURBED.  IT IS LYING ON ITS SIDE IN THE DRAINAGE
 JZ0166'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1081 ***********************************************************************
 KZ1081  DESIGNATION -  1171
 KZ1081  PID         -  KZ1081
 KZ1081  STATE/COUNTY-  OH/CRAWFORD
 KZ1081  USGS QUAD   -  GALION (1973)
 KZ1081
 KZ1081                         *CURRENT SURVEY CONTROL
 KZ1081  ___________________________________________________________________
 KZ1081* NAD 83(1986)-  40 43 42.     (N)    082 47 13.     (W)     SCALED    
 KZ1081* NAVD 88     -       356.079  (meters)    1168.24   (feet)  ADJUSTED  
 KZ1081  ___________________________________________________________________
 KZ1081  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KZ1081  DYNAMIC HT  -         355.902 (meters)    1167.66  (feet)  COMP
 KZ1081  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 KZ1081
 KZ1081  VERT ORDER  -  FIRST     CLASS I
 KZ1081
 KZ1081.The horizontal coordinates were scaled from a topographic map and have
 KZ1081.an estimated accuracy of +/- 6 seconds.
 KZ1081
 KZ1081.The orthometric height was determined by differential leveling
 KZ1081.and adjusted by the National Geodetic Survey in June 1991..
 KZ1081.WARNING-Repeat measurements at this control monument indicate possible
 KZ1081.vertical movement.
 KZ1081
 KZ1081.The geoid height was determined by GEOID03.
 KZ1081
 KZ1081.The dynamic height is computed by dividing the NAVD 88
 KZ1081.geopotential number by the normal gravity value computed on the
 KZ1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1081.degrees latitude (g = 980.6199 gals.).
 KZ1081
 KZ1081.The modeled gravity was interpolated from observed gravity values.
 KZ1081
 KZ1081;                    North         East    Units  Estimated Accuracy
 KZ1081;SPC OH N     -   117,930.      575,760.      MT  (+/- 180 meters Scaled)
 KZ1081
 KZ1081                          SUPERSEDED SURVEY CONTROL
 KZ1081
 KZ1081  NGVD 29 (??/??/92)  356.213  (m)         1168.68   (f) ADJ UNCH    1 1
 KZ1081
 KZ1081.Superseded values are not recommended for survey control.
 KZ1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1081.See file dsdata.txt to determine how the superseded data were derived.
 KZ1081
 KZ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF490101(NAD 83)
 KZ1081_MARKER: P = PIPE CAP
 KZ1081_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1081_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1081_STAMPING: 1171
 KZ1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1081
 KZ1081  HISTORY     - Date     Condition        Report By
 KZ1081  HISTORY     - UNK      MONUMENTED       USGS
 KZ1081  HISTORY     - 1967     GOOD             NGS
 KZ1081  HISTORY     - 1973     GOOD             OHDT
 KZ1081  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KZ1081  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KZ1081
 KZ1081                          STATION DESCRIPTION
 KZ1081
 KZ1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1081'AT GALION.
 KZ1081'AT GALION, ABOUT 0.5 MILE SOUTHWEST ALONG THE NEW YORK
 KZ1081'CENTRAL RAILROAD FROM THE STATION AT GALION, ABOUT 59 1/2 FEET
 KZ1081'EAST OF THE CENTER OF THE CROSSING OF THE NYCRR AND THE
 KZ1081'ERIE-LACKAWANNA RAILROAD, 37.7 FEET SOUTHEAST OF THE SOUTHEAST
 KZ1081'RAIL OF THE NYCRR, 15.9 FEET NORTH OF THE NORTH RAIL OF THE
 KZ1081'WESTBOUND TRACK OF THE ERIE-LACKAWANNA RAILROAD, 8 FEET
 KZ1081'SOUTHWEST OF A TELEGRAPH POLE, ABOUT LEVEL WITH THE TRACK AND
 KZ1081'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THERE
 KZ1081'ARE TWO BARRELS SETTING ON WOOD SKIDS OVER THE BM BUT THEY ARE
 KZ1081'TEMPORARY AND CAN BE MOVED.
 KZ1081
 KZ1081                          STATION RECOVERY (1973)
 KZ1081
 KZ1081'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1081'RECOVERED IN GOOD CONDITION.
 KZ1081
 KZ1081                          STATION RECOVERY (1987)
 KZ1081
 KZ1081'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1081'MARK NOT FOUND.
 KZ1081
 KZ1081                          STATION RECOVERY (1989)
 KZ1081
 KZ1081'RECOVERY NOTE BY US POWER SQUADRON 1989 (DE)
 KZ1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0913 ***********************************************************************
 MB0913  DESIGNATION -  1172
 MB0913  PID         -  MB0913
 MB0913  STATE/COUNTY-  OH/TRUMBULL
 MB0913  USGS QUAD   -  GIRARD (1994)
 MB0913
 MB0913                         *CURRENT SURVEY CONTROL
 MB0913  ___________________________________________________________________
 MB0913* NAD 83(1986)-  41 14 16.     (N)    080 38 11.     (W)     SCALED    
 MB0913* NAVD 88     -       357.383  (meters)    1172.51   (feet)  ADJUSTED  
 MB0913  ___________________________________________________________________
 MB0913  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0913  DYNAMIC HT  -         357.223 (meters)    1171.99  (feet)  COMP
 MB0913  MODELED GRAV-     980,166.2   (mgal)                       NAVD 88
 MB0913
 MB0913  VERT ORDER  -  SECOND    CLASS 0
 MB0913
 MB0913.The horizontal coordinates were scaled from a topographic map and have
 MB0913.an estimated accuracy of +/- 6 seconds.
 MB0913
 MB0913.The orthometric height was determined by differential leveling
 MB0913.and adjusted by the National Geodetic Survey in June 1991..
 MB0913
 MB0913.The geoid height was determined by GEOID03.
 MB0913
 MB0913.The dynamic height is computed by dividing the NAVD 88
 MB0913.geopotential number by the normal gravity value computed on the
 MB0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0913.degrees latitude (g = 980.6199 gals.).
 MB0913
 MB0913.The modeled gravity was interpolated from observed gravity values.
 MB0913
 MB0913;                    North         East    Units  Estimated Accuracy
 MB0913;SPC OH N     -   176,140.      756,210.      MT  (+/- 180 meters Scaled)
 MB0913
 MB0913                          SUPERSEDED SURVEY CONTROL
 MB0913
 MB0913  NGVD 29 (??/??/92)  357.549  (m)         1173.06   (f) ADJ UNCH    2 0
 MB0913
 MB0913.Superseded values are not recommended for survey control.
 MB0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0913.See file dsdata.txt to determine how the superseded data were derived.
 MB0913
 MB0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF304652(NAD 83)
 MB0913_MARKER: P = PIPE CAP
 MB0913_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MB0913_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MB0913_STAMPING: PRIM TRA STA NO 41 1172 3-13
 MB0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0913
 MB0913  HISTORY     - Date     Condition        Report By
 MB0913  HISTORY     - 1900     MONUMENTED       USGS
 MB0913  HISTORY     - 1950     GOOD             NGS
 MB0913  HISTORY     - 19930823 MARK NOT FOUND   OHDT
 MB0913
 MB0913                          STATION DESCRIPTION
 MB0913
 MB0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0913'1.4 MI E FROM VIENNA.
 MB0913'ABOUT 1.4 MILE EAST ALONG STATE HIGHWAY 82 FROM ITS INTERSECTION
 MB0913'WITH STATE HIGHWAY 90, AT THE JUNCTION WITH A NORTH SOUTH ROAD,
 MB0913'31 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 82, 27.5 FEET
 MB0913'WEST OF CENTERLINE OF NORTH SOUTH ROAD, 11 FEET EAST OF EAST END
 MB0913'OF CONCRETE HEADWALL.  A U.S.G.S CAP ON PIPE PROJECTING 12 INCHES
 MB0913'AND ABOUT 3 FEET BELOW THE LEVEL OF THE STATE HIGHWAY 82 AND
 MB0913'CROSS ROAD.  THE PIPE IS LEANING AND THE ROD WAS HELD ON THE GIC
 MB0913'OF GEOLOGICAL.
 MB0913
 MB0913                          STATION RECOVERY (1993)
 MB0913
 MB0913'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993
 MB0913'-------REPORT BY ODOT --------YEAR 1993--------CONDITION --NOT FOUND
 MB0913' 
 MB0913'HEADWALL HAS BEEN REMOVED AND ENTIRE AREA GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0096 ***********************************************************************
 KZ0096  DESIGNATION -  1173
 KZ0096  PID         -  KZ0096
 KZ0096  STATE/COUNTY-  OH/ASHLAND
 KZ0096  USGS QUAD   -  POLK (1981)
 KZ0096
 KZ0096                         *CURRENT SURVEY CONTROL
 KZ0096  ___________________________________________________________________
 KZ0096* NAD 83(1986)-  40 58 26.     (N)    082 10 35.     (W)     SCALED    
 KZ0096* NAVD 88     -       358.183  (meters)    1175.14   (feet)  ADJUSTED  
 KZ0096  ___________________________________________________________________
 KZ0096  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KZ0096  DYNAMIC HT  -         358.026 (meters)    1174.62  (feet)  COMP
 KZ0096  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 KZ0096
 KZ0096  VERT ORDER  -  SECOND    CLASS 0
 KZ0096
 KZ0096.The horizontal coordinates were scaled from a topographic map and have
 KZ0096.an estimated accuracy of +/- 6 seconds.
 KZ0096
 KZ0096.The orthometric height was determined by differential leveling
 KZ0096.and adjusted by the National Geodetic Survey in June 1991..
 KZ0096
 KZ0096.The geoid height was determined by GEOID03.
 KZ0096
 KZ0096.The dynamic height is computed by dividing the NAVD 88
 KZ0096.geopotential number by the normal gravity value computed on the
 KZ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0096.degrees latitude (g = 980.6199 gals.).
 KZ0096
 KZ0096.The modeled gravity was interpolated from observed gravity values.
 KZ0096
 KZ0096;                    North         East    Units  Estimated Accuracy
 KZ0096;SPC OH N     -   145,210.      627,240.      MT  (+/- 180 meters Scaled)
 KZ0096
 KZ0096                          SUPERSEDED SURVEY CONTROL
 KZ0096
 KZ0096  NGVD 29 (??/??/92)  358.369  (m)         1175.75   (f) ADJ UNCH    2 0
 KZ0096
 KZ0096.Superseded values are not recommended for survey control.
 KZ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0096.See file dsdata.txt to determine how the superseded data were derived.
 KZ0096
 KZ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF010365(NAD 83)
 KZ0096_MARKER: DD = SURVEY DISK
 KZ0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0096_SP_SET: FOUNDATION
 KZ0096_STAMPING: 1173
 KZ0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0096
 KZ0096  HISTORY     - Date     Condition        Report By
 KZ0096  HISTORY     - UNK      MONUMENTED       USGS
 KZ0096  HISTORY     - 1959     GOOD             NGS
 KZ0096  HISTORY     - 1970     GOOD             NGS
 KZ0096  HISTORY     - 1987     GOOD             OHDT
 KZ0096
 KZ0096                          STATION DESCRIPTION
 KZ0096
 KZ0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0096'0.7 MI W FROM ALBION.
 KZ0096'ABOUT 0.7 MILE WEST ALONG COUNTY ROAD 9 FROM THE INTERSECTION
 KZ0096'OF COUNTY ROAD 132, 0.4 MILE WEST OF THE SCHOOL AT ALBION,
 KZ0096'ABOUT 50 YARDS EAST OF THE INTERSECTION OF JACKSON TWP ROAD
 KZ0096'154, 48 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET VERTICALLY
 KZ0096'IN THE SOUTH FACE OF THE SOUTHEAST CORNER OF THE STONE FOUNDATION
 KZ0096'OF ST. JOHNS REFORM CHURCH, 1/2 FOOT WEST OF THE SOUTHEAST
 KZ0096'CORNER OF CHURCH, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT 10
 KZ0096'FEET ABOVE THE LEVEL OF THE ROAD.
 KZ0096
 KZ0096                          STATION RECOVERY (1970)
 KZ0096
 KZ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0096'RECOVERED IN GOOD CONDITION.
 KZ0096
 KZ0096                          STATION RECOVERY (1987)
 KZ0096
 KZ0096'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1170 ***********************************************************************
 KY1170  DESIGNATION -  1179
 KY1170  PID         -  KY1170
 KY1170  STATE/COUNTY-  OH/MAHONING
 KY1170  USGS QUAD   -  SALEM (1994)
 KY1170
 KY1170                         *CURRENT SURVEY CONTROL
 KY1170  ___________________________________________________________________
 KY1170* NAD 83(1986)-  40 58 20.     (N)    080 45 49.     (W)     SCALED    
 KY1170* NAVD 88     -       359.164  (meters)    1178.36   (feet)  ADJUSTED  
 KY1170  ___________________________________________________________________
 KY1170  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY1170  DYNAMIC HT  -         358.995 (meters)    1177.80  (feet)  COMP
 KY1170  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 KY1170
 KY1170  VERT ORDER  -  SECOND    CLASS 0
 KY1170
 KY1170.The horizontal coordinates were scaled from a topographic map and have
 KY1170.an estimated accuracy of +/- 6 seconds.
 KY1170
 KY1170.The orthometric height was determined by differential leveling
 KY1170.and adjusted by the National Geodetic Survey in June 1991..
 KY1170
 KY1170.The geoid height was determined by GEOID03.
 KY1170
 KY1170.The dynamic height is computed by dividing the NAVD 88
 KY1170.geopotential number by the normal gravity value computed on the
 KY1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1170.degrees latitude (g = 980.6199 gals.).
 KY1170
 KY1170.The modeled gravity was interpolated from observed gravity values.
 KY1170
 KY1170;                    North         East    Units  Estimated Accuracy
 KY1170;SPC OH N     -   146,430.      746,130.      MT  (+/- 180 meters Scaled)
 KY1170
 KY1170                          SUPERSEDED SURVEY CONTROL
 KY1170
 KY1170  NGVD 29 (??/??/92)  359.321  (m)         1178.87   (f) ADJ UNCH    2 0
 KY1170
 KY1170.Superseded values are not recommended for survey control.
 KY1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1170.See file dsdata.txt to determine how the superseded data were derived.
 KY1170
 KY1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF198357(NAD 83)
 KY1170_MARKER: DD = SURVEY DISK
 KY1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1170_STAMPING: 1179 1178.686
 KY1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1170+STABILITY: SURFACE MOTION
 KY1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1170+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 KY1170
 KY1170  HISTORY     - Date     Condition        Report By
 KY1170  HISTORY     - UNK      MONUMENTED       USGS
 KY1170  HISTORY     - 1950     GOOD             NGS
 KY1170  HISTORY     - 20060510 GOOD             GEOCAC
 KY1170
 KY1170                          STATION DESCRIPTION
 KY1170
 KY1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1170'4 MI S FROM CANFIELD.
 KY1170'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 46 FROM ITS JUNCTION
 KY1170'WITH U.S. 224 AT CANFIELD, THENCE ABOUT 0.3 MILE WEST ALONG
 KY1170'WESTERN RESERVE ROAD, THENCE ABOUT 1.0 MILE SOUTH ALONG
 KY1170'WASHINGTONVILLE-CANFIELD ROAD, AT THE INTERSECTION OF
 KY1170'WASHINGTONVILLE-CANFIELD ROAD AND NORTH BENTON-CALLA STATE LINE
 KY1170'ROAD, 22.5 FEET EAST OF THE CENTERLINE OF WASHINGTONVILLE-CANFIELD
 KY1170'ROAD, 59 FEET SOUTH OF THE CENTERLINE OF THE NORTH BENTON-CALLA
 KY1170'STATE LINE ROAD, 59.5 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER
 KY1170'OF THE EASTERN OHIO CONSERVATION CLUB LODGE.  THE MARK IS ABOUT
 KY1170'LEVEL WITH THE CENTERLINE OF THE WASHINGTONVILLE-CANFIELD ROAD.
 KY1170'A USGS DISK SET IN A PRECAST CONCRETE POST AND PROJECTING 16
 KY1170'INCHES.
 KY1170
 KY1170                          STATION RECOVERY (2006)
 KY1170
 KY1170'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2035 ***********************************************************************
 AJ2035  DESIGNATION -  118 WSM RESET
 AJ2035  PID         -  AJ2035
 AJ2035  STATE/COUNTY-  OH/UNION
 AJ2035  USGS QUAD   -  SHAWNEE HILLS (1980)
 AJ2035
 AJ2035                         *CURRENT SURVEY CONTROL
 AJ2035  ___________________________________________________________________
 AJ2035* NAD 83(1995)-  40 07 58.28759(N)    083 10 45.17831(W)     ADJUSTED  
 AJ2035* NAVD 88     -       284.6    (meters)     934.     (feet)  GPS OBS   
 AJ2035  ___________________________________________________________________
 AJ2035  X           -     579,973.351 (meters)                     COMP
 AJ2035  Y           -  -4,848,841.702 (meters)                     COMP
 AJ2035  Z           -   4,089,437.025 (meters)                     COMP
 AJ2035  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 AJ2035  ELLIP HEIGHT-         251.01  (meters)          (10/07/05) GPS OBS
 AJ2035  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AJ2035
 AJ2035  HORZ ORDER  -  FIRST
 AJ2035  ELLP ORDER  -  THIRD     CLASS I
 AJ2035
 AJ2035.The horizontal coordinates were established by GPS observations
 AJ2035.and adjusted by the National Geodetic Survey in March 2001..
 AJ2035
 AJ2035.The orthometric height was determined by GPS observations and a
 AJ2035.high-resolution geoid model.
 AJ2035
 AJ2035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2035
 AJ2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2035
 AJ2035.The ellipsoidal height was determined by GPS observations
 AJ2035.and is referenced to NAD 83.
 AJ2035
 AJ2035.The geoid height was determined by GEOID03.
 AJ2035
 AJ2035;                    North         East     Units Scale Factor Converg.
 AJ2035;SPC OH N     -    51,995.517   542,108.142   MT  1.00007111   -0 26 46.4
 AJ2035;UTM  17      - 4,444,779.720   314,336.108   MT  1.00002436   -1 24 18.1
 AJ2035
 AJ2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2035!SPC OH N     -   0.99996062  x   1.00007111  =   1.00003173
 AJ2035!UTM  17      -   0.99996062  x   1.00002436  =   0.99998498
 AJ2035
 AJ2035:                Primary Azimuth Mark                     Grid Az
 AJ2035:SPC OH N     -  14 14                                    175 07 49.9
 AJ2035:UTM  17      -  14 14                                    176 05 21.6
 AJ2035
 AJ2035|---------------------------------------------------------------------|
 AJ2035| PID    Reference Object                     Distance      Geod. Az  |
 AJ2035|                                                           dddmmss.s |
 AJ2035| AJ2021 14 14                               463.353 METERS 1744103.5 |
 AJ2035|---------------------------------------------------------------------|
 AJ2035
 AJ2035                          SUPERSEDED SURVEY CONTROL
 AJ2035
 AJ2035  ELLIP H (03/16/01)  251.05   (m)                       GP(       ) 3 1
 AJ2035
 AJ2035.Superseded values are not recommended for survey control.
 AJ2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2035.See file dsdata.txt to determine how the superseded data were derived.
 AJ2035
 AJ2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1433644780(NAD 83)
 AJ2035_MARKER: DD = SURVEY DISK
 AJ2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2035_STAMPING: 118 WSM 1953 RESET 1988
 AJ2035_MARK LOGO: USGS  
 AJ2035_PROJECTION: FLUSH
 AJ2035_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2035+STABILITY: SURFACE MOTION
 AJ2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2035+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2035
 AJ2035  HISTORY     - Date     Condition        Report By
 AJ2035  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2035
 AJ2035                          STATION DESCRIPTION
 AJ2035
 AJ2035'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2035'THE STATION IS LOCATED APPROXIMATELY 17.87 KM (11.1 MI) SOUTHEAST OF
 AJ2035'MARYSVILLE, 7.89 KM (4.9 MI) EAST OF PLAIN CITY AND 7.57 KM (4.7 MI)
 AJ2035'NORTHWEST OF  COLUMBUS.
 AJ2035'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 33 AND STATE
 AJ2035'ROUTE 161, PROCEED EAST ON STATE  ROUTE 161 FOR 0.16 KM (0.1 MI) TO
 AJ2035'HYLAND CROY ROAD. TURN LEFT ON TO HYLAND CROY ROAD AND PROCEED
 AJ2035'NORTH FOR 2.42 KM (1.5 MI) TO THE STATION ON THE LEFT. THE STATION IS
 AJ2035'SET INTHE TOP OF THE HEADWALL ON THE NORTHWEST END OF THE
 AJ2035'BRIDGE.
 AJ2035'THE STATION IS 5.85 M (19.2 FT)  WEST OF THE CENTER LINE OF HYLAND
 AJ2035'CROY ROAD, 25.24 M (82.8 FT) SOUTH OF A POWER POLE. THE STATION IS A
 AJ2035'MONUMENT DISC SET IN A CONCRETE HEADWALL OF A BRIDGE STAMPED
 AJ2035'--118 WSM 1953 RESET 1988--. THE STATION IS SET FLUSH WITH  THE
 AJ2035'CONCRETE.
 AJ2035'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0912 ***********************************************************************
 MB0912  DESIGNATION -  1180
 MB0912  PID         -  MB0912
 MB0912  STATE/COUNTY-  OH/TRUMBULL
 MB0912  USGS QUAD   -  GIRARD (1994)
 MB0912
 MB0912                         *CURRENT SURVEY CONTROL
 MB0912  ___________________________________________________________________
 MB0912* NAD 83(1986)-  41 14 15.     (N)    080 38 14.     (W)     SCALED    
 MB0912* NAVD 88     -       359.671  (meters)    1180.02   (feet)  ADJUSTED  
 MB0912  ___________________________________________________________________
 MB0912  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0912  DYNAMIC HT  -         359.510 (meters)    1179.49  (feet)  COMP
 MB0912  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 MB0912
 MB0912  VERT ORDER  -  SECOND    CLASS 0
 MB0912
 MB0912.The horizontal coordinates were scaled from a topographic map and have
 MB0912.an estimated accuracy of +/- 6 seconds.
 MB0912
 MB0912.The orthometric height was determined by differential leveling
 MB0912.and adjusted by the National Geodetic Survey in June 1991..
 MB0912
 MB0912.The geoid height was determined by GEOID03.
 MB0912
 MB0912.The dynamic height is computed by dividing the NAVD 88
 MB0912.geopotential number by the normal gravity value computed on the
 MB0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0912.degrees latitude (g = 980.6199 gals.).
 MB0912
 MB0912.The modeled gravity was interpolated from observed gravity values.
 MB0912
 MB0912;                    North         East    Units  Estimated Accuracy
 MB0912;SPC OH N     -   176,100.      756,140.      MT  (+/- 180 meters Scaled)
 MB0912
 MB0912                          SUPERSEDED SURVEY CONTROL
 MB0912
 MB0912  NGVD 29 (??/??/92)  359.838  (m)         1180.57   (f) ADJ UNCH    2 0
 MB0912
 MB0912.Superseded values are not recommended for survey control.
 MB0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0912.See file dsdata.txt to determine how the superseded data were derived.
 MB0912
 MB0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF304651(NAD 83)
 MB0912_MARKER: DD = SURVEY DISK
 MB0912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0912_SP_SET: BUILDING FOUNDATION
 MB0912_STAMPING: 1180 1903
 MB0912_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0912
 MB0912  HISTORY     - Date     Condition        Report By
 MB0912  HISTORY     - 1903     MONUMENTED       USGS
 MB0912  HISTORY     - 1950     GOOD             NGS
 MB0912  HISTORY     - 19930823 GOOD             OHDT
 MB0912
 MB0912                          STATION DESCRIPTION
 MB0912
 MB0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0912'1.4 MI E FROM VIENNA.
 MB0912'ABOUT 1.4 MILES EAST ALONG STATE HIGHWAY 82 FROM ITS INTERSECTION
 MB0912'WITH STATE HIGHWAY 90, IN THE SOUTHEAST CORNER OF THE FOUNDATION
 MB0912'OF A LARGE 2 STORY HOUSE, 0.4 FEET NORTH OF THE SOUTHEAST CORNER,
 MB0912'A USGS DISK CEMENTED IN A DRILLED HOLE AND ABOUT 1.5 FEET ABOVE
 MB0912'THE LEVEL OF THE GROUND.  THIS IS A VERTICAL MARK.
 MB0912
 MB0912                          STATION RECOVERY (1993)
 MB0912
 MB0912'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (SJ)
 MB0912'------REPORT BY ODOT--------YEAR 1993----------CONDITION --GOOD
 MB0912' 
 MB0912'HOUSE IS LOCATED IN NORTHWEST CORNER OF INTERSECTION OF OLD 82 (SHARON
 MB0912'WARREN ROAD) AND SODUM HUTCHINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1123 ***********************************************************************
 KZ1123  DESIGNATION -  1180
 KZ1123  PID         -  KZ1123
 KZ1123  STATE/COUNTY-  OH/RICHLAND
 KZ1123  USGS QUAD   -  MANSFIELD SOUTH (1984)
 KZ1123
 KZ1123                         *CURRENT SURVEY CONTROL
 KZ1123  ___________________________________________________________________
 KZ1123* NAD 83(1986)-  40 40 43.     (N)    082 34 49.     (W)     SCALED    
 KZ1123* NAVD 88     -       359.387  (meters)    1179.09   (feet)  ADJUSTED  
 KZ1123  ___________________________________________________________________
 KZ1123  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KZ1123  DYNAMIC HT  -         359.207 (meters)    1178.50  (feet)  COMP
 KZ1123  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 KZ1123
 KZ1123  VERT ORDER  -  SECOND    CLASS 0
 KZ1123
 KZ1123.The horizontal coordinates were scaled from a topographic map and have
 KZ1123.an estimated accuracy of +/- 6 seconds.
 KZ1123
 KZ1123.The orthometric height was determined by differential leveling
 KZ1123.and adjusted by the National Geodetic Survey in June 1991..
 KZ1123.WARNING-Repeat measurements at this control monument indicate possible
 KZ1123.vertical movement.
 KZ1123
 KZ1123.The geoid height was determined by GEOID03.
 KZ1123
 KZ1123.The dynamic height is computed by dividing the NAVD 88
 KZ1123.geopotential number by the normal gravity value computed on the
 KZ1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1123.degrees latitude (g = 980.6199 gals.).
 KZ1123
 KZ1123.The modeled gravity was interpolated from observed gravity values.
 KZ1123
 KZ1123;                    North         East    Units  Estimated Accuracy
 KZ1123;SPC OH N     -   112,380.      593,210.      MT  (+/- 180 meters Scaled)
 KZ1123
 KZ1123                          SUPERSEDED SURVEY CONTROL
 KZ1123
 KZ1123  NGVD 29 (??/??/92)  359.528  (m)         1179.55   (f) ADJ UNCH    2 0
 KZ1123
 KZ1123.Superseded values are not recommended for survey control.
 KZ1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1123.See file dsdata.txt to determine how the superseded data were derived.
 KZ1123
 KZ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF664042(NAD 83)
 KZ1123_MARKER: P = PIPE CAP
 KZ1123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1123_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1123_STAMPING: 1180 OHIO
 KZ1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1123
 KZ1123  HISTORY     - Date     Condition        Report By
 KZ1123  HISTORY     - UNK      MONUMENTED       USGS
 KZ1123  HISTORY     - 1959     GOOD             NGS
 KZ1123
 KZ1123                          STATION DESCRIPTION
 KZ1123
 KZ1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1123'AT LEXINGTON.
 KZ1123'AT LEXINGTON, 45 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KZ1123'BALTIMORE AND OHIO RAILROAD STATION, 24 1/2 FEET WEST-SOUTHWEST
 KZ1123'OF THE WEST-SOUTHWEST RAIL OF MAIN TRACK, 10 FEET WEST-SOUTHWEST OF
 KZ1123'WEST-SOUTHWEST RAIL OF SIDE TRACK, 33 1/2 FEET NORTH OF THE CENTER
 KZ1123'LINE OF U.S. HIGHWAY 42, 4 FEET NORTH OF THE NORTH EDGE OF A
 KZ1123'SIDEWALK LEADING WEST, 0.7 FOOT NORTH OF SOUTH CONCRETE SIDING OF
 KZ1123'PASSENGER PLATFORM, 5.6 FEET SOUTHEAST OF METAL LAMPPOST WITH
 KZ1123'LEXINGTON SIGN, 1 FOOT BELOW THE LEVEL OF STATION PLATFORM, ACCESS
 KZ1123'TO WHICH IS HAD BY A 6-INCH PIPE COVERED BY A WOODEN LID, ABOUT 1
 KZ1123'FOOT BELOW THE SURFACE OF THE GROUND, AND IS A DISK ON AN IRON
 KZ1123'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1241 ***********************************************************************
 KZ1241  DESIGNATION -  1181
 KZ1241  PID         -  KZ1241
 KZ1241  STATE/COUNTY-  OH/CRAWFORD
 KZ1241  USGS QUAD   -  BLOOMING GROVE (1987)
 KZ1241
 KZ1241                         *CURRENT SURVEY CONTROL
 KZ1241  ___________________________________________________________________
 KZ1241* NAD 83(1986)-  40 43 38.     (N)    082 44 27.     (W)     SCALED    
 KZ1241* NAVD 88     -       359.705  (meters)    1180.13   (feet)  ADJUSTED  
 KZ1241  ___________________________________________________________________
 KZ1241  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KZ1241  DYNAMIC HT  -         359.525 (meters)    1179.54  (feet)  COMP
 KZ1241  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 KZ1241
 KZ1241  VERT ORDER  -  SECOND    CLASS 0
 KZ1241
 KZ1241.The horizontal coordinates were scaled from a topographic map and have
 KZ1241.an estimated accuracy of +/- 6 seconds.
 KZ1241
 KZ1241.The orthometric height was determined by differential leveling
 KZ1241.and adjusted by the National Geodetic Survey in June 1991..
 KZ1241
 KZ1241.The geoid height was determined by GEOID03.
 KZ1241
 KZ1241.The dynamic height is computed by dividing the NAVD 88
 KZ1241.geopotential number by the normal gravity value computed on the
 KZ1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1241.degrees latitude (g = 980.6199 gals.).
 KZ1241
 KZ1241.The modeled gravity was interpolated from observed gravity values.
 KZ1241
 KZ1241;                    North         East    Units  Estimated Accuracy
 KZ1241;SPC OH N     -   117,800.      579,660.      MT  (+/- 180 meters Scaled)
 KZ1241
 KZ1241                          SUPERSEDED SURVEY CONTROL
 KZ1241
 KZ1241  NGVD 29 (??/??/92)  359.840  (m)         1180.58   (f) ADJ UNCH    2 0
 KZ1241
 KZ1241.Superseded values are not recommended for survey control.
 KZ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1241.See file dsdata.txt to determine how the superseded data were derived.
 KZ1241
 KZ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF529099(NAD 83)
 KZ1241_MARKER: P = PIPE CAP
 KZ1241_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1241_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1241_STAMPING: 1181
 KZ1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1241
 KZ1241  HISTORY     - Date     Condition        Report By
 KZ1241  HISTORY     - UNK      MONUMENTED       USGS
 KZ1241  HISTORY     - 1959     GOOD             NGS
 KZ1241  HISTORY     - 1987     GOOD             OHDT
 KZ1241  HISTORY     - 1989     GOOD             USPSQD
 KZ1241
 KZ1241                          STATION DESCRIPTION
 KZ1241
 KZ1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1241'2 MI NW FROM BLOOMING GROVE.
 KZ1241'ABOUT 2.05 MILES NORTHWEST ALONG STATE HIGHWAY 97 FROM THE
 KZ1241'INTERSECTION OF COUNTY ROAD 20 AT BLOOMING GROVE, AT THE
 KZ1241'Y JUNCTION OF A ROAD LEADING SOUTHWEST, 0.45 MILE SOUTH OF THE
 KZ1241'JUNCTION OF HIGHWAY 97 TO THE WEST AND SOUTH, POLK TWP ROAD 48
 KZ1241'TO THE NORTH, AND CALDWELL-CATON ROAD 171 TO THE EAST, 29 FEET
 KZ1241'WEST OF THE CENTER LINE OF HIGHWAY 97, 17 FEET SOUTHEAST
 KZ1241'OF THE CENTER LINE OF ROAD LEADING SOUTHWEST, 1 FOOT NORTHWEST
 KZ1241'OF A WIRE FENCE, 1 1/2 FEET WEST OF A GATE POST, 1 FOOT BELOW
 KZ1241'THE LEVEL OF THE HIGHWAY, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 KZ1241'ROAD LEADING SOUTHWEST, AND RIVETED ON TOP OF A 3 1/2-INCH
 KZ1241'IRON PIPE PROJETING 6 INCHES.
 KZ1241
 KZ1241                          STATION RECOVERY (1987)
 KZ1241
 KZ1241'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1241'RECOVERED IN GOOD CONDITION.
 KZ1241
 KZ1241                          STATION RECOVERY (1989)
 KZ1241
 KZ1241'RECOVERY NOTE BY US POWER SQUADRON 1989 (DE)
 KZ1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1245 ***********************************************************************
 KY1245  DESIGNATION -  1183.09
 KY1245  PID         -  KY1245
 KY1245  STATE/COUNTY-  OH/STARK
 KY1245  USGS QUAD   -  ROBERTSVILLE (1994)
 KY1245
 KY1245                         *CURRENT SURVEY CONTROL
 KY1245  ___________________________________________________________________
 KY1245* NAD 83(1986)-  40 51 24.     (N)    081 11 27.     (W)     SCALED    
 KY1245* NAVD 88     -       360.261  (meters)    1181.96   (feet)  ADJUSTED  
 KY1245  ___________________________________________________________________
 KY1245  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KY1245  DYNAMIC HT  -         360.090 (meters)    1181.40  (feet)  COMP
 KY1245  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 KY1245
 KY1245  VERT ORDER  -  FIRST     CLASS I
 KY1245
 KY1245.The horizontal coordinates were scaled from a topographic map and have
 KY1245.an estimated accuracy of +/- 6 seconds.
 KY1245
 KY1245.The orthometric height was determined by differential leveling
 KY1245.and adjusted by the National Geodetic Survey in June 1991..
 KY1245
 KY1245.The geoid height was determined by GEOID03.
 KY1245
 KY1245.The dynamic height is computed by dividing the NAVD 88
 KY1245.geopotential number by the normal gravity value computed on the
 KY1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1245.degrees latitude (g = 980.6199 gals.).
 KY1245
 KY1245.The modeled gravity was interpolated from observed gravity values.
 KY1245
 KY1245;                    North         East    Units  Estimated Accuracy
 KY1245;SPC OH N     -   132,970.      710,380.      MT  (+/- 180 meters Scaled)
 KY1245
 KY1245                          SUPERSEDED SURVEY CONTROL
 KY1245
 KY1245  NGVD 29 (??/??/92)  360.440  (m)         1182.54   (f) ADJ UNCH    1 1
 KY1245
 KY1245.Superseded values are not recommended for survey control.
 KY1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1245.See file dsdata.txt to determine how the superseded data were derived.
 KY1245
 KY1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF839228(NAD 83)
 KY1245_MARKER: DD = SURVEY DISK
 KY1245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1245_SP_SET: BRIDGE
 KY1245_STAMPING: 1183.09
 KY1245_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1245
 KY1245  HISTORY     - Date     Condition        Report By
 KY1245  HISTORY     - 1966     MONUMENTED       OH-151
 KY1245  HISTORY     - 1966     GOOD             NGS
 KY1245  HISTORY     - 19921229 GOOD             OHDT
 KY1245
 KY1245                          STATION DESCRIPTION
 KY1245
 KY1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1245'3.9 MI NE FROM LOUISVILLE.
 KY1245'ABOUT 3.8 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1245'CROSSING OF STATE HIGHWAY 44 AT LOUISVILLE, THENCE 0.1 MILE SOUTH
 KY1245'ALONG PARKS AVENUE, ABOUT 0.1 MILE NORTHEAST OF MILEPOST 91, SET
 KY1245'ON THE TOP OF THE SOUTH END OF THE CONCRETE WING WALL AT THE
 KY1245'SOUTHWEST CORNER OF A 40 FOOT CONCRETE AND STEEL BRIDGE OVER
 KY1245'NIMISHILLEN CREEK, 14 1/2 FEET WEST OF THE CENTER LINE OF THE
 KY1245'AVENUE, 1.2 FEET NORTH OF THE SOUTH END OF THE WING WALL, IN
 KY1245'SECTION 13, R 7 W, T 19 N, AND ABOUT LEVEL WITH THE AVENUE.
 KY1245
 KY1245                          STATION RECOVERY (1992)
 KY1245
 KY1245'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992 (PM)
 KY1245'-------REPORT BY ODOT-------YEAR 1992------- CONDITION - GOOD----
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1246 ***********************************************************************
 KY1246  DESIGNATION -  1183.48
 KY1246  PID         -  KY1246
 KY1246  STATE/COUNTY-  OH/STARK
 KY1246  USGS QUAD   -  ROBERTSVILLE (1994)
 KY1246
 KY1246                         *CURRENT SURVEY CONTROL
 KY1246  ___________________________________________________________________
 KY1246* NAD 83(1986)-  40 51 14.     (N)    081 11 41.     (W)     SCALED    
 KY1246* NAVD 88     -       360.389  (meters)    1182.38   (feet)  ADJUSTED  
 KY1246  ___________________________________________________________________
 KY1246  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KY1246  DYNAMIC HT  -         360.218 (meters)    1181.82  (feet)  COMP
 KY1246  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 KY1246
 KY1246  VERT ORDER  -  FIRST     CLASS I
 KY1246
 KY1246.The horizontal coordinates were scaled from a topographic map and have
 KY1246.an estimated accuracy of +/- 6 seconds.
 KY1246
 KY1246.The orthometric height was determined by differential leveling
 KY1246.and adjusted by the National Geodetic Survey in June 1991..
 KY1246
 KY1246.The geoid height was determined by GEOID03.
 KY1246
 KY1246.The dynamic height is computed by dividing the NAVD 88
 KY1246.geopotential number by the normal gravity value computed on the
 KY1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1246.degrees latitude (g = 980.6199 gals.).
 KY1246
 KY1246.The modeled gravity was interpolated from observed gravity values.
 KY1246
 KY1246;                    North         East    Units  Estimated Accuracy
 KY1246;SPC OH N     -   132,660.      710,050.      MT  (+/- 180 meters Scaled)
 KY1246
 KY1246                          SUPERSEDED SURVEY CONTROL
 KY1246
 KY1246  NGVD 29 (??/??/92)  360.568  (m)         1182.96   (f) ADJ UNCH    1 1
 KY1246
 KY1246.Superseded values are not recommended for survey control.
 KY1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1246.See file dsdata.txt to determine how the superseded data were derived.
 KY1246
 KY1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF835225(NAD 83)
 KY1246_MARKER: DD = SURVEY DISK
 KY1246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1246_SP_SET: BRIDGE
 KY1246_STAMPING: 1183.48
 KY1246_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1246
 KY1246  HISTORY     - Date     Condition        Report By
 KY1246  HISTORY     - 1966     MONUMENTED       OH-151
 KY1246  HISTORY     - 1966     GOOD             NGS
 KY1246  HISTORY     - 19921229 GOOD             OHDT
 KY1246  HISTORY     - 20060803 MARK NOT FOUND   GEOCAC
 KY1246
 KY1246                          STATION DESCRIPTION
 KY1246
 KY1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1246'3.6 MI NE FROM LOUISVILLE.
 KY1246'ABOUT 3.6 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1246'CROSSING OF STATE HIGHWAY 44 AT LOUISVILLE, ABOUT 0.15 MILE
 KY1246'SOUTHWEST OF MILEPOST 91, IN SECTION 24, R 7 W, T 19 N, ABOUT
 KY1246'67 YARDS SOUTHEAST OF THE CROSSING OF PARIS AVENUE, SET ON THE
 KY1246'TOP OF THE WING WALL AT THE NORTH CORNER OF A 30-FOOT CONCRETE
 KY1246'BRIDGE OVER NIMISHILLEN CREEK, 14 FEET NORTHEAST OF THE CENTER LINE
 KY1246'OF PARIS AVENUE, ABOUT LEVEL WITH THE AVENUE AND 3 FEET BELOW THE
 KY1246'LEVEL OF THE TRACK.
 KY1246
 KY1246                          STATION RECOVERY (1992)
 KY1246
 KY1246'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992 (PM)
 KY1246'------REPORT BY ODOT------YEAR 1992--------CONDITION - GOOD-------
 KY1246
 KY1246                          STATION RECOVERY (2006)
 KY1246
 KY1246'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1246'THE BRIDGE HAS BEEN REPLACED WITH A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1171 ***********************************************************************
 KY1171  DESIGNATION -  1185
 KY1171  PID         -  KY1171
 KY1171  STATE/COUNTY-  OH/MAHONING
 KY1171  USGS QUAD   -  SALEM (1994)
 KY1171
 KY1171                         *CURRENT SURVEY CONTROL
 KY1171  ___________________________________________________________________
 KY1171* NAD 83(1986)-  40 58 21.     (N)    080 45 49.     (W)     SCALED    
 KY1171* NAVD 88     -       361.038  (meters)    1184.51   (feet)  ADJUSTED  
 KY1171  ___________________________________________________________________
 KY1171  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY1171  DYNAMIC HT  -         360.868 (meters)    1183.95  (feet)  COMP
 KY1171  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 KY1171
 KY1171  VERT ORDER  -  SECOND    CLASS 0
 KY1171
 KY1171.The horizontal coordinates were scaled from a topographic map and have
 KY1171.an estimated accuracy of +/- 6 seconds.
 KY1171
 KY1171.The orthometric height was determined by differential leveling
 KY1171.and adjusted by the National Geodetic Survey in June 1991..
 KY1171
 KY1171.The geoid height was determined by GEOID03.
 KY1171
 KY1171.The dynamic height is computed by dividing the NAVD 88
 KY1171.geopotential number by the normal gravity value computed on the
 KY1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1171.degrees latitude (g = 980.6199 gals.).
 KY1171
 KY1171.The modeled gravity was interpolated from observed gravity values.
 KY1171
 KY1171;                    North         East    Units  Estimated Accuracy
 KY1171;SPC OH N     -   146,460.      746,130.      MT  (+/- 180 meters Scaled)
 KY1171
 KY1171                          SUPERSEDED SURVEY CONTROL
 KY1171
 KY1171  NGVD 29 (??/??/92)  361.195  (m)         1185.02   (f) ADJ UNCH    2 0
 KY1171
 KY1171.Superseded values are not recommended for survey control.
 KY1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1171.See file dsdata.txt to determine how the superseded data were derived.
 KY1171
 KY1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF198357(NAD 83)
 KY1171_MARKER: DD = SURVEY DISK
 KY1171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1171_SP_SET: FOUNDATION
 KY1171_STAMPING: 1185 1906
 KY1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1171+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 KY1171
 KY1171  HISTORY     - Date     Condition        Report By
 KY1171  HISTORY     - 1906     MONUMENTED       USGS
 KY1171  HISTORY     - 1950     GOOD             NGS
 KY1171  HISTORY     - 20060522 GOOD             GEOCAC
 KY1171
 KY1171                          STATION DESCRIPTION
 KY1171
 KY1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1171'4 MI S FROM CANFIELD.
 KY1171'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 46 FROM ITS JUNCTION
 KY1171'WITH U.S. 224 AT CANFIELD, THENCE ABOUT 0.3 MILE WEST ALONG
 KY1171'WESTERN RESERVE ROAD, THENCE ABOUT 1.0 MILE SOUTH ALONG
 KY1171'WASHINGTONVILLE-CANFIELD ROAD, IN THE NORTHWEST CORNER OF THE
 KY1171'EASTERN OHIO CONSERVATION CLUB LODGE, IN THE TOP ROW OF THE STONE
 KY1171'FOUNDATION AT THE NORTHWEST CORNER, 2 FEET SOUTH OF THE NORTHWEST
 KY1171'CORNER, 12 FEET NORTH OF THE ENTRANCE OF THE BUILDING.  A USGS
 KY1171'DISK CEMENTED IN A DRILLED HOLE AND ABOUT 1.5 FEET ABOVE THE LEVEL
 KY1171'OF THE GROUND.  THIS IS A VERTICAL MARK.
 KY1171
 KY1171                          STATION RECOVERY (2006)
 KY1171
 KY1171'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1457 ***********************************************************************
 JZ1457  DESIGNATION -  1185
 JZ1457  PID         -  JZ1457
 JZ1457  STATE/COUNTY-  OH/PREBLE
 JZ1457  USGS QUAD   -  NEW PARIS (1981)
 JZ1457
 JZ1457                         *CURRENT SURVEY CONTROL
 JZ1457  ___________________________________________________________________
 JZ1457* NAD 83(1986)-  39 49 20.     (N)    084 47 33.     (W)     SCALED    
 JZ1457* NAVD 88     -       361.010  (meters)    1184.41   (feet)  ADJUSTED  
 JZ1457  ___________________________________________________________________
 JZ1457  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JZ1457  DYNAMIC HT  -         360.797 (meters)    1183.71  (feet)  COMP
 JZ1457  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 JZ1457
 JZ1457  VERT ORDER  -  SECOND    CLASS 0
 JZ1457
 JZ1457.The horizontal coordinates were scaled from a topographic map and have
 JZ1457.an estimated accuracy of +/- 6 seconds.
 JZ1457
 JZ1457.The orthometric height was determined by differential leveling
 JZ1457.and adjusted by the National Geodetic Survey in June 1991..
 JZ1457
 JZ1457.The geoid height was determined by GEOID03.
 JZ1457
 JZ1457.The dynamic height is computed by dividing the NAVD 88
 JZ1457.geopotential number by the normal gravity value computed on the
 JZ1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1457.degrees latitude (g = 980.6199 gals.).
 JZ1457
 JZ1457.The modeled gravity was interpolated from observed gravity values.
 JZ1457
 JZ1457;                    North         East    Units  Estimated Accuracy
 JZ1457;SPC OH S     -   204,790.      403,760.      MT  (+/- 180 meters Scaled)
 JZ1457
 JZ1457                          SUPERSEDED SURVEY CONTROL
 JZ1457
 JZ1457  NGVD 29 (??/??/92)  361.154  (m)         1184.89   (f) ADJ UNCH    2 0
 JZ1457
 JZ1457.Superseded values are not recommended for survey control.
 JZ1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1457.See file dsdata.txt to determine how the superseded data were derived.
 JZ1457
 JZ1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK889103(NAD 83)
 JZ1457_MARKER: P = PIPE CAP
 JZ1457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JZ1457_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JZ1457_STAMPING: 1185 OHIO
 JZ1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1457+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2003
 JZ1457
 JZ1457  HISTORY     - Date     Condition        Report By
 JZ1457  HISTORY     - UNK      MONUMENTED       USGS
 JZ1457  HISTORY     - 1947     GOOD             NGS
 JZ1457  HISTORY     - 20030627 GOOD             GEOCAC
 JZ1457
 JZ1457                          STATION DESCRIPTION
 JZ1457
 JZ1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1457'AT NEW WESTVILLE.
 JZ1457'AT NEW WESTVILLE, AT THE JUNCTION OF U.S. HIGHWAY 35 AND STATE
 JZ1457'HIGHWAY 320 LEADING NORTH, 68.5 FEET SOUTH OF THE CENTER LINE
 JZ1457'OF HIGHWAY 35, 19.5 FEET EAST OF THE CENTER LINE OF A STREET
 JZ1457'SOUTH AND THE PROLONGED CENTER LINE OF HIGHWAY 320, 11.2 FEET
 JZ1457'WEST OF THE NORTHWEST CORNER OF A TILE BUILDING HOUSING GRACES
 JZ1457'KITCHEN, ABOUT 0.5 FOOT BELOW HIGHWAY 35 AND PROJECTING 3
 JZ1457'INCHES.
 JZ1457
 JZ1457                          STATION RECOVERY (2003)
 JZ1457
 JZ1457'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1457'US 35 HAS BEEN REROUTED AND NO LONGER PASSES HERE.  GRACES KITCHEN IS
 JZ1457'NOW A PRIVATE RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0817 ***********************************************************************
 JX0817  DESIGNATION -  1187
 JX0817  PID         -  JX0817
 JX0817  STATE/COUNTY-  OH/NOBLE
 JX0817  USGS QUAD   -  SUMMERFIELD (1994)
 JX0817
 JX0817                         *CURRENT SURVEY CONTROL
 JX0817  ___________________________________________________________________
 JX0817* NAD 83(1986)-  39 47 25.     (N)    081 19 59.     (W)     SCALED    
 JX0817* NAVD 88     -       361.519  (meters)    1186.08   (feet)  ADJUSTED  
 JX0817  ___________________________________________________________________
 JX0817  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JX0817  DYNAMIC HT  -         361.309 (meters)    1185.39  (feet)  COMP
 JX0817  MODELED GRAV-     980,035.3   (mgal)                       NAVD 88
 JX0817
 JX0817  VERT ORDER  -  SECOND    CLASS 0
 JX0817
 JX0817.The horizontal coordinates were scaled from a topographic map and have
 JX0817.an estimated accuracy of +/- 6 seconds.
 JX0817
 JX0817.The orthometric height was determined by differential leveling
 JX0817.and adjusted by the National Geodetic Survey in June 1991..
 JX0817
 JX0817.The geoid height was determined by GEOID03.
 JX0817
 JX0817.The dynamic height is computed by dividing the NAVD 88
 JX0817.geopotential number by the normal gravity value computed on the
 JX0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0817.degrees latitude (g = 980.6199 gals.).
 JX0817
 JX0817.The modeled gravity was interpolated from observed gravity values.
 JX0817
 JX0817;                    North         East    Units  Estimated Accuracy
 JX0817;SPC OH S     -   199,390.      699,950.      MT  (+/- 180 meters Scaled)
 JX0817
 JX0817                          SUPERSEDED SURVEY CONTROL
 JX0817
 JX0817  NGVD 29 (??/??/92)  361.691  (m)         1186.65   (f) ADJ UNCH    2 0
 JX0817
 JX0817.Superseded values are not recommended for survey control.
 JX0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0817.See file dsdata.txt to determine how the superseded data were derived.
 JX0817
 JX0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME714045(NAD 83)
 JX0817_MARKER: DD = SURVEY DISK
 JX0817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0817_SP_SET: BRIDGE
 JX0817_STAMPING: 1187
 JX0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0817
 JX0817  HISTORY     - Date     Condition        Report By
 JX0817  HISTORY     - UNK      MONUMENTED       USGS
 JX0817  HISTORY     - 1934     GOOD             NGS
 JX0817
 JX0817                          STATION DESCRIPTION
 JX0817
 JX0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JX0817'AT SUMMERFIELD.
 JX0817'AT SUMMERFIELD, NOBEL COUNTY, AT A STEEL-TRUSS HIGHWAY BRIDGE
 JX0817'ON STATE HIGHWAY 146, IN THE EAST FACE OF THE WEST ABUTMENT,
 JX0817'ON THE NINTH STONE BELOW THE SURFACE OF THE HIGHWAY AND 10
 JX0817'FEET SOUTH OF THE NORTH END OF THE ABUTMENT.  A UNITED STATES
 JX0817'GEOLOGICAL SURVEY STANDATARD DISK, STAMPED 1187 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1727 ***********************************************************************
 KZ1727  DESIGNATION -  1190 RESET
 KZ1727  PID         -  KZ1727
 KZ1727  STATE/COUNTY-  OH/RICHLAND
 KZ1727  USGS QUAD   -  JELLOWAY (1982)
 KZ1727
 KZ1727                         *CURRENT SURVEY CONTROL
 KZ1727  ___________________________________________________________________
 KZ1727* NAD 83(1986)-  40 35 42.     (N)    082 20 51.     (W)     SCALED    
 KZ1727* NAVD 88     -       361.78   (meters)    1186.9    (feet)  RESET     
 KZ1727  ___________________________________________________________________
 KZ1727  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KZ1727
 KZ1727  VERT ORDER  -  THIRD
 KZ1727
 KZ1727.The horizontal coordinates were scaled from a topographic map and have
 KZ1727.an estimated accuracy of +/- 6 seconds.
 KZ1727
 KZ1727.The orthometric height was computed from unverified reset data.
 KZ1727.No vertical observational check was made to the station.
 KZ1727
 KZ1727.The geoid height was determined by GEOID03.
 KZ1727
 KZ1727;                    North         East    Units  Estimated Accuracy
 KZ1727;SPC OH N     -   103,100.      612,910.      MT  (+/- 180 meters Scaled)
 KZ1727
 KZ1727                          SUPERSEDED SURVEY CONTROL
 KZ1727
 KZ1727.No superseded survey control is available for this station.
 KZ1727
 KZ1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE859946(NAD 83)
 KZ1727_MARKER: DD = SURVEY DISK
 KZ1727_SETTING: 0 = UNSPECIFIED SETTING
 KZ1727_STAMPING: 1190 USGS RESET 1975
 KZ1727_MARK LOGO: NGS   
 KZ1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1727+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 KZ1727
 KZ1727  HISTORY     - Date     Condition        Report By
 KZ1727  HISTORY     - 1975     MONUMENTED       NGS
 KZ1727  HISTORY     - 20040603 GOOD             USPSQD
 KZ1727
 KZ1727                          STATION DESCRIPTION
 KZ1727
 KZ1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KZ1727'5.0 MI SE FROM BUTLER.
 KZ1727'5.0 MILES SOUTHEAST AND NORTHEAST ALONG STATE HIGHWAY 97 FROM THE
 KZ1727'POST OFFICE IN BUTLER, 107.0 FEET WEST OF THE CENTERLINE OF MCCURRY
 KZ1727'ROAD, 33.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2.0
 KZ1727'FEET EAST OF A TELEPHONE POLE WITH GUY WIRES. BENCH MARK IS A
 KZ1727'PRE CAST ALUMINUM MONUMENT.
 KZ1727'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 KZ1727
 KZ1727                          STATION RECOVERY (2004)
 KZ1727
 KZ1727'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1727'MCCURRY ROAD IS MCCURDY ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6780 ***********************************************************************
 AI6780  DESIGNATION -  11A
 AI6780  PID         -  AI6780
 AI6780  STATE/COUNTY-  OH/CLINTON
 AI6780  USGS QUAD   -  BLANCHESTER (1974)
 AI6780
 AI6780                         *CURRENT SURVEY CONTROL
 AI6780  ___________________________________________________________________
 AI6780* NAD 83(1995)-  39 15 30.39317(N)    083 59 58.46392(W)     ADJUSTED  
 AI6780* NAVD 88     -       294.6    (meters)     967.     (feet)  GPS OBS   
 AI6780  ___________________________________________________________________
 AI6780  X           -     516,974.097 (meters)                     COMP
 AI6780  Y           -  -4,918,327.637 (meters)                     COMP
 AI6780  Z           -   4,014,739.190 (meters)                     COMP
 AI6780  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 AI6780  ELLIP HEIGHT-         261.18  (meters)          (10/07/05) GPS OBS
 AI6780  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AI6780
 AI6780  HORZ ORDER  -  FIRST
 AI6780  ELLP ORDER  -  THIRD     CLASS II
 AI6780
 AI6780.The horizontal coordinates were established by GPS observations
 AI6780.and adjusted by the National Geodetic Survey in August 2000..
 AI6780
 AI6780.The orthometric height was determined by GPS observations and a
 AI6780.high-resolution geoid model.
 AI6780
 AI6780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6780
 AI6780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6780
 AI6780.The ellipsoidal height was determined by GPS observations
 AI6780.and is referenced to NAD 83.
 AI6780
 AI6780.The geoid height was determined by GEOID03.
 AI6780
 AI6780;                    North         East     Units Scale Factor Converg.
 AI6780;SPC OH S     -   140,778.199   470,585.183   MT  0.99993831   -0 57 05.4
 AI6780;UTM  17      - 4,349,746.255   241,185.448   MT  1.00042485   -1 53 57.3
 AI6780;UTM  16      - 4,349,748.697   758,888.198   MT  1.00042532   +1 53 59.2
 AI6780
 AI6780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6780!SPC OH S     -   0.99995902  x   0.99993831  =   0.99989734
 AI6780!UTM  17      -   0.99995902  x   1.00042485  =   1.00038386
 AI6780!UTM  16      -   0.99995902  x   1.00042532  =   1.00038433
 AI6780
 AI6780|---------------------------------------------------------------------|
 AI6780| PID    Reference Object                     Distance      Geod. Az  |
 AI6780|                                                           dddmmss.s |
 AI6780| AI6750 11                                  247.731 METERS 23000     |
 AI6780|---------------------------------------------------------------------|
 AI6780
 AI6780                          SUPERSEDED SURVEY CONTROL
 AI6780
 AI6780  ELLIP H (08/02/00)  261.19   (m)                       GP(       ) 3 2
 AI6780
 AI6780.Superseded values are not recommended for survey control.
 AI6780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6780.See file dsdata.txt to determine how the superseded data were derived.
 AI6780
 AI6780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4118549746(NAD 83)
 AI6780_MARKER: DD = SURVEY DISK
 AI6780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6780_STAMPING: GPS 11A 2000
 AI6780_MARK LOGO: OH-027
 AI6780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6780+STABILITY: SURFACE MOTION
 AI6780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6780+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6780
 AI6780  HISTORY     - Date     Condition        Report By
 AI6780  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6780
 AI6780                          STATION DESCRIPTION
 AI6780
 AI6780'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6780'THE STATION IS LOCATED APPROXIMATELY 14.0 MI (22.5 KM) SOUTHEAST OF
 AI6780'LEBANON, 10.0 MI (16.1 KM) SOUTH OF CLARKSVILLE, AND 2.5 MI (4.0 KM)
 AI6780'SOUTHWEST OF BLANCHESTER.  THE STATION IS APPROXIMATELY 0.2 MI (0.3
 AI6780'KM) NORTHEAST FROM THE INTERSECTION OF WOODVILLE ROAD AND GOODWIN ROAD
 AI6780'ON THE SOUTHEAST SIDE OF WOODVILLE ROAD.
 AI6780'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 123 AND 133
 AI6780'IN BLANCHESTER, PROCEED SOUTH ALONG SR 133 APPROXIMATLEY 2.8 MI (4.5
 AI6780'KM) TO THE INTERSECTION WITH MORROW-WOODVILLE ROAD.  TURN LEFT AND
 AI6780'PROCEED SOUTH ALONG MORROW-WOODVILLE ROAD APPROXIMATLEY 0.15 MI (0.24
 AI6780'KM) TO THE STOP SIGN AT THE INTERSECTION WITH WOODVILE ROAD. TURN LEFT
 AI6780'AND PROCEED NOTHEAST ON WOODVILLE ROAD APPROXIMATELY 0.7 MI (1.1 KM)
 AI6780'TO THE STATION ON THE RIGHT.
 AI6780'THE STATION IS APPROXIMATELY 227.9 FT (69.5 M) NORTHEAST OF A POWER
 AI6780'POLE, 58.1 FT (17.7 M) SOUTHWEST OF ANOTHER POWER POLE, AND 17.7 FT
 AI6780'(5.4 M) SOUTHEAST OF THE CENTERLINE TO WOODVILLE ROAD.  THE STATION IS
 AI6780'A STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6780'AND STAMPED--GPS 11A 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE
 AI6780'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0430 ***********************************************************************
 JZ0430  DESIGNATION -  12
 JZ0430  PID         -  JZ0430
 JZ0430  STATE/COUNTY-  OH/HAMILTON
 JZ0430  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0430
 JZ0430                         *CURRENT SURVEY CONTROL
 JZ0430  ___________________________________________________________________
 JZ0430* NAD 83(1986)-  39 10 06.     (N)    084 28 44.     (W)     SCALED    
 JZ0430* NAVD 88     -       162.068  (meters)     531.72   (feet)  ADJUSTED  
 JZ0430  ___________________________________________________________________
 JZ0430  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0430  DYNAMIC HT  -         161.966 (meters)     531.38  (feet)  COMP
 JZ0430  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JZ0430
 JZ0430  VERT ORDER  -  FIRST     CLASS II
 JZ0430
 JZ0430.The horizontal coordinates were scaled from a topographic map and have
 JZ0430.an estimated accuracy of +/- 6 seconds.
 JZ0430
 JZ0430.The orthometric height was determined by differential leveling
 JZ0430.and adjusted by the National Geodetic Survey in June 1991..
 JZ0430
 JZ0430.The geoid height was determined by GEOID03.
 JZ0430
 JZ0430.The dynamic height is computed by dividing the NAVD 88
 JZ0430.geopotential number by the normal gravity value computed on the
 JZ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0430.degrees latitude (g = 980.6199 gals.).
 JZ0430
 JZ0430.The modeled gravity was interpolated from observed gravity values.
 JZ0430
 JZ0430;                    North         East    Units  Estimated Accuracy
 JZ0430;SPC OH S     -   131,570.      429,010.      MT  (+/- 180 meters Scaled)
 JZ0430
 JZ0430                          SUPERSEDED SURVEY CONTROL
 JZ0430
 JZ0430  NGVD 29 (??/??/92)  162.243  (m)          532.29   (f) ADJ UNCH    1 2
 JZ0430
 JZ0430.Superseded values are not recommended for survey control.
 JZ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0430.See file dsdata.txt to determine how the superseded data were derived.
 JZ0430
 JZ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ178384(NAD 83)
 JZ0430_MARKER: DD = SURVEY DISK
 JZ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0430_STAMPING: 12
 JZ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0430+STABILITY: SURFACE MOTION
 JZ0430
 JZ0430  HISTORY     - Date     Condition        Report By
 JZ0430  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0430  HISTORY     - 1947     GOOD             NGS
 JZ0430  HISTORY     - 20031217 MARK NOT FOUND   GEOCAC
 JZ0430
 JZ0430                          STATION DESCRIPTION
 JZ0430
 JZ0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0430'AT CINCINNATI.
 JZ0430'AT CINCINNATI, IN NORTHEAST CORNER OF INTERSECTION OF TENNESSE
 JZ0430'AVENUE AND PADDOCK ROAD, 15 FEET NORTH OF NORTH CURB OF TENNESSEE
 JZ0430'AVENUE, 1.6 FEET EAST OF EAST CURB OF PADDOCK ROAD.  A CONCRETE
 JZ0430'POST PROJECTING 0.7 FEET AND ABOUT 0.5 FEET HIGHER THAN THE CURB.
 JZ0430
 JZ0430                          STATION RECOVERY (2003)
 JZ0430
 JZ0430'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 JZ0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2441 ***********************************************************************
 AB2441  DESIGNATION -  12
 AB2441  PID         -  AB2441
 AB2441  STATE/COUNTY-  OH/ATHENS
 AB2441  USGS QUAD   -  STEWART (1994)
 AB2441
 AB2441                         *CURRENT SURVEY CONTROL
 AB2441  ___________________________________________________________________
 AB2441* NAD 83(1995)-  39 16 44.93354(N)    081 57 18.27129(W)     ADJUSTED  
 AB2441* NAVD 88     -       211.7    (meters)     695.     (feet)  GPS OBS   
 AB2441  ___________________________________________________________________
 AB2441  X           -     691,896.822 (meters)                     COMP
 AB2441  Y           -  -4,895,248.400 (meters)                     COMP
 AB2441  Z           -   4,016,465.903 (meters)                     COMP
 AB2441  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AB2441  ELLIP HEIGHT-         177.43  (meters)          (10/07/05) GPS OBS
 AB2441  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 AB2441
 AB2441  HORZ ORDER  -  FIRST
 AB2441  ELLP ORDER  -  FOURTH    CLASS I
 AB2441
 AB2441.The horizontal coordinates were established by GPS observations
 AB2441.and adjusted by the National Geodetic Survey in April 1998..
 AB2441
 AB2441.The orthometric height was determined by GPS observations and a
 AB2441.high-resolution geoid model.
 AB2441
 AB2441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2441
 AB2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2441
 AB2441.The ellipsoidal height was determined by GPS observations
 AB2441.and is referenced to NAD 83.
 AB2441
 AB2441.The geoid height was determined by GEOID03.
 AB2441
 AB2441;                    North         East     Units Scale Factor Converg.
 AB2441;SPC OH S     -   142,144.057   647,015.597   MT  0.99993759   +0 20 44.8
 AB2441;UTM  17      - 4,348,189.396   417,623.530   MT  0.99968355   -0 36 16.9
 AB2441
 AB2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2441!SPC OH S     -   0.99997216  x   0.99993759  =   0.99990976
 AB2441!UTM  17      -   0.99997216  x   0.99968355  =   0.99965572
 AB2441
 AB2441                          SUPERSEDED SURVEY CONTROL
 AB2441
 AB2441  ELLIP H (04/01/98)  177.45   (m)                       GP(       ) 4 1
 AB2441  NAD 83(1986)-  39 16 44.93561(N)    081 57 18.27719(W) AD(       ) 1
 AB2441
 AB2441.Superseded values are not recommended for survey control.
 AB2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2441.See file dsdata.txt to determine how the superseded data were derived.
 AB2441
 AB2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1762448189(NAD 83)
 AB2441_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2441_STAMPING: 12 1995
 AB2441_MARK LOGO: ATHCE 
 AB2441_PROJECTION: FLUSH
 AB2441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2441+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2441_ROD/PIPE-DEPTH: 1    meters
 AB2441
 AB2441  HISTORY     - Date     Condition        Report By
 AB2441  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2441
 AB2441                          STATION DESCRIPTION
 AB2441
 AB2441'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2441'IN ATHENS COUNTY, OHIO, CANAAN TOWNSHIP, STATION IS LOCATED IN
 AB2441'SOUTHWEST R/W OF C.R.  24 ABOUT 75 FT.SOUTH OF INTERSECTION WITH T-96.
 AB2441'SET APPROXIMATELY 20 FT.SOUTH OF THE CENTERLINE OF C.R.  24 AND 23
 AB2441'FT.NORTH OF THE NORTHEAST CORNER OF A BARN (EAST PARTITION) . STATION
 AB2441'IS FLUSH WITH THE GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE
 AB2441'ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6888 ***********************************************************************
 AC6888  DESIGNATION -  12
 AC6888  PID         -  AC6888
 AC6888  STATE/COUNTY-  OH/BELMONT
 AC6888  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6888
 AC6888                         *CURRENT SURVEY CONTROL
 AC6888  ___________________________________________________________________
 AC6888* NAD 83(1995)-  40 04 20.04444(N)    080 53 41.88315(W)     ADJUSTED  
 AC6888* NAVD 88     -       366.3    (meters)    1202.     (feet)  GPS OBS   
 AC6888  ___________________________________________________________________
 AC6888  X           -     773,469.317 (meters)                     COMP
 AC6888  Y           -  -4,826,215.857 (meters)                     COMP
 AC6888  Z           -   4,084,340.470 (meters)                     COMP
 AC6888  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AC6888  ELLIP HEIGHT-         332.46  (meters)          (10/07/05) GPS OBS
 AC6888  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AC6888
 AC6888  HORZ ORDER  -  FIRST
 AC6888  ELLP ORDER  -  FOURTH    CLASS II
 AC6888
 AC6888.The horizontal coordinates were established by GPS observations
 AC6888.and adjusted by the National Geodetic Survey in October 2005..
 AC6888
 AC6888.The orthometric height was determined by GPS observations and a
 AC6888.high-resolution geoid model.
 AC6888
 AC6888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6888
 AC6888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6888
 AC6888.The ellipsoidal height was determined by GPS observations
 AC6888.and is referenced to NAD 83.
 AC6888
 AC6888.The geoid height was determined by GEOID03.
 AC6888
 AC6888;                    North         East     Units Scale Factor Converg.
 AC6888;SPC OH S     -   231,270.309   736,909.257   MT  1.00000793   +1 01 06.3
 AC6888;UTM  17      - 4,435,779.884   508,956.086   MT  0.99960099   +0 04 03.4
 AC6888
 AC6888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6888!SPC OH S     -   0.99994785  x   1.00000793  =   0.99995578
 AC6888!UTM  17      -   0.99994785  x   0.99960099  =   0.99954886
 AC6888
 AC6888                          SUPERSEDED SURVEY CONTROL
 AC6888
 AC6888  NAD 83(1995)-  40 04 20.03653(N)    080 53 41.88419(W) AD(       ) 1
 AC6888  NAD 83(1986)-  40 04 20.04891(N)    080 53 41.89073(W) AD(       ) 1
 AC6888
 AC6888.Superseded values are not recommended for survey control.
 AC6888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6888.See file dsdata.txt to determine how the superseded data were derived.
 AC6888
 AC6888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0895635780(NAD 83)
 AC6888_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6888_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6888_STAMPING: 12 1996
 AC6888_MARK LOGO: OH7200
 AC6888_PROJECTION: FLUSH
 AC6888_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6888+STABILITY: SURFACE MOTION
 AC6888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6888+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6888_ROD/PIPE-DEPTH: 1    meters
 AC6888
 AC6888  HISTORY     - Date     Condition        Report By
 AC6888  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6888
 AC6888                          STATION DESCRIPTION
 AC6888
 AC6888'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6888'IN THE BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6888'STATION IS SET IN THE NORTH R/W OF TUDOR DRIVE AT THE INTERSECTION
 AC6888'WITH WINDERMERE DR.  IN FRONT OF HOUSE NO.  106.  SOUTHWEST SIDE OF
 AC6888'ST.  CLAIRSVILLE.  52 FT.  (15.8 M) EAST FROM A RR IN POWER POLE NO.
 AC6888'C682, 47 FT.  (14.3 M) EAST FROM PK SET INTO THE CENTERLINE
 AC6888'INTERSECTION OF WINDERMERE DR.  AND TUDUR DR.  AND 20 FT.  (6.1 M)
 AC6888'NORTHEAST OF A PK SET IN THE CENTERLINE OF TUDOR DR.  THE STATION IS
 AC6888'FLUSH WITH THE GROUND.  A STATION SKETCH IS AVIALABLE THROUGH THE CITY
 AC6888'OF ST.  CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6751 ***********************************************************************
 AI6751  DESIGNATION -  12
 AI6751  PID         -  AI6751
 AI6751  STATE/COUNTY-  OH/CLINTON
 AI6751  USGS QUAD   -  BLANCHESTER (1974)
 AI6751
 AI6751                         *CURRENT SURVEY CONTROL
 AI6751  ___________________________________________________________________
 AI6751* NAD 83(1995)-  39 16 37.02457(N)    083 58 32.46989(W)     ADJUSTED  
 AI6751* NAVD 88     -       293.8    (meters)     964.     (feet)  GPS OBS   
 AI6751  ___________________________________________________________________
 AI6751  X           -     518,887.991 (meters)                     COMP
 AI6751  Y           -  -4,916,817.632 (meters)                     COMP
 AI6751  Z           -   4,016,329.645 (meters)                     COMP
 AI6751  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 AI6751  ELLIP HEIGHT-         260.44  (meters)          (10/07/05) GPS OBS
 AI6751  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AI6751
 AI6751  HORZ ORDER  -  FIRST
 AI6751  ELLP ORDER  -  THIRD     CLASS II
 AI6751
 AI6751.The horizontal coordinates were established by GPS observations
 AI6751.and adjusted by the National Geodetic Survey in August 2000..
 AI6751
 AI6751.The orthometric height was determined by GPS observations and a
 AI6751.high-resolution geoid model.
 AI6751
 AI6751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6751
 AI6751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6751
 AI6751.The ellipsoidal height was determined by GPS observations
 AI6751.and is referenced to NAD 83.
 AI6751
 AI6751.The geoid height was determined by GEOID03.
 AI6751
 AI6751;                    North         East     Units Scale Factor Converg.
 AI6751;SPC OH S     -   142,798.684   472,680.070   MT  0.99993766   -0 56 10.9
 AI6751;UTM  17      - 4,351,732.753   243,314.503   MT  1.00041133   -1 53 05.4
 AI6751;UTM  16      - 4,351,871.949   760,880.954   MT  1.00043807   +1 54 56.4
 AI6751
 AI6751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6751!SPC OH S     -   0.99995914  x   0.99993766  =   0.99989680
 AI6751!UTM  17      -   0.99995914  x   1.00041133  =   1.00037045
 AI6751!UTM  16      -   0.99995914  x   1.00043807  =   1.00039719
 AI6751
 AI6751|---------------------------------------------------------------------|
 AI6751| PID    Reference Object                     Distance      Geod. Az  |
 AI6751|                                                           dddmmss.s |
 AI6751| AI6781 12A                                 309.445 METERS 33851     |
 AI6751|---------------------------------------------------------------------|
 AI6751
 AI6751                          SUPERSEDED SURVEY CONTROL
 AI6751
 AI6751.No superseded survey control is available for this station.
 AI6751
 AI6751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4331551733(NAD 83)
 AI6751_MARKER: DD = SURVEY DISK
 AI6751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6751_STAMPING: GPS 12 2000
 AI6751_MARK LOGO: OH-027
 AI6751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6751+STABILITY: SURFACE MOTION
 AI6751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6751+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6751
 AI6751  HISTORY     - Date     Condition        Report By
 AI6751  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6751
 AI6751                          STATION DESCRIPTION
 AI6751
 AI6751'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6751'THE STATION IS LOCATED APPROXIMATELY 14.50 MI (23.33 KM) SOUTHWEST OF
 AI6751'WILMINGTON, APPROXIMATELY 8.75 MI (14.08 KM) SOUTH-SOUTHEAST OF
 AI6751'CLARKSVILLE, AND 1.25 MI (2.01 KM) SOUTHEAST OF BLANCHESTER.  THE
 AI6751'STATION IS LOCATED APPROXIMATELY 100 FT (30.5 M) SOUTH OF THE ENTRANCE
 AI6751'TO TRINITY MISSINARY BAPTIST CUHUCH ON THE WEST SIDE OF STATE ROUTE
 AI6751'123.
 AI6751'TO REACH THE STATION FROM BLANCHESTER, PROCEED SOUTH ALONG SR 123 FROM
 AI6751'THE JUNCTION OF SR 28/SR 123, THE STATION IS APPROXIMATELY 1.4 MI (2.3
 AI6751'KM) ON THE RIGHT.
 AI6751'THE STATION IS APPROXIMATELY 42.0 FT (12.8 M) NORTH OF A POWER POLE,
 AI6751'32.3 FT (9.8 M) NORTHWEST OF A CORPORATION SIGN, AND 16.0 FT (4.9 M)
 AI6751'SOUTHWEST OF THE EDGE OF PAVEMENT OF STATE ROUTH 123.  THE STATION IS
 AI6751'A STANDARD CLINTON COUNTY DISK SET IN A ROUND CONCRETE MONUMENT AND
 AI6751'STAMPED--GPS 12 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE OF
 AI6751'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2304 ***********************************************************************
 KZ2304  DESIGNATION -  12 0027
 KZ2304  PID         -  KZ2304
 KZ2304  STATE/COUNTY-  OH/DELAWARE
 KZ2304  USGS QUAD   -  ASHLEY (1995)
 KZ2304
 KZ2304                         *CURRENT SURVEY CONTROL
 KZ2304  ___________________________________________________________________
 KZ2304* NAD 83(1995)-  40 24 59.34411(N)    082 58 40.42116(W)     ADJUSTED  
 KZ2304* NAVD 88     -       295.7    (meters)     970.     (feet)  GPS OBS   
 KZ2304  ___________________________________________________________________
 KZ2304  X           -     594,519.135 (meters)                     COMP
 KZ2304  Y           -  -4,826,574.538 (meters)                     COMP
 KZ2304  Z           -   4,113,473.215 (meters)                     COMP
 KZ2304  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 KZ2304  ELLIP HEIGHT-         261.60  (meters)          (10/07/05) GPS OBS
 KZ2304  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KZ2304
 KZ2304  HORZ ORDER  -  FIRST
 KZ2304  ELLP ORDER  -  FOURTH    CLASS I
 KZ2304
 KZ2304.The horizontal coordinates were established by GPS observations
 KZ2304.and adjusted by the National Geodetic Survey in April 1998..
 KZ2304
 KZ2304.The orthometric height was determined by GPS observations and a
 KZ2304.high-resolution geoid model.
 KZ2304
 KZ2304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2304
 KZ2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2304
 KZ2304.The ellipsoidal height was determined by GPS observations
 KZ2304.and is referenced to NAD 83.
 KZ2304
 KZ2304.The geoid height was determined by GEOID03.
 KZ2304
 KZ2304;                    North         East     Units Scale Factor Converg.
 KZ2304;SPC OH N     -    83,376.220   559,439.807   MT  1.00000327   -0 18 50.2
 KZ2304;UTM  17      - 4,475,862.861   332,192.315   MT  0.99994664   -1 16 57.5
 KZ2304
 KZ2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2304!SPC OH N     -   0.99995896  x   1.00000327  =   0.99996223
 KZ2304!UTM  17      -   0.99995896  x   0.99994664  =   0.99990561
 KZ2304
 KZ2304:                Primary Azimuth Mark                     Grid Az
 KZ2304:SPC OH N     -  12 0028                                  142 19 31.6
 KZ2304:UTM  17      -  12 0028                                  143 17 38.9
 KZ2304
 KZ2304|---------------------------------------------------------------------|
 KZ2304| PID    Reference Object                     Distance      Geod. Az  |
 KZ2304|                                                           dddmmss.s |
 KZ2304| KZ2305 12 0028                             APPROX. 0.6 KM 1420041.4 |
 KZ2304|---------------------------------------------------------------------|
 KZ2304
 KZ2304                          SUPERSEDED SURVEY CONTROL
 KZ2304
 KZ2304  NAD 83(1986)-  40 24 59.35115(N)    082 58 40.42942(W) AD(       ) 1
 KZ2304
 KZ2304.Superseded values are not recommended for survey control.
 KZ2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2304.See file dsdata.txt to determine how the superseded data were derived.
 KZ2304
 KZ2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3219275863(NAD 83)
 KZ2304_MARKER: DE = TRAVERSE STATION DISK
 KZ2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2304_SP_SET: CONCRETE POST
 KZ2304_STAMPING: DELAWARE COUNTY ENGINEER 12-0027 1991
 KZ2304_MARK LOGO: DCE   
 KZ2304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2304+STABILITY: SURFACE MOTION
 KZ2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2304+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2304
 KZ2304  HISTORY     - Date     Condition        Report By
 KZ2304  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2304
 KZ2304                          STATION DESCRIPTION
 KZ2304
 KZ2304'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2304'STATION IS LOCATED ON THE SOUTHWEST SIDE OF SMITH ROAD, 8.5 FT
 KZ2304'(2.6 M) SOUTHWEST OF SOUTH EDGE OF PAVEMENT OF SAID SMITH ROAD,
 KZ2304'125.80 FT (38.34 M) SOUTHEAST OF THE SOUTH END OF A HEADWALL ON THE
 KZ2304'NORTH SIDE OF SAID ROAD AND 132.5 FT (40.4 M) SOUTHWEST OF THE SOUTH
 KZ2304'CORNER OF A SHED ON THE NORTH SIDE OF SAID ROAD.
 KZ2304'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2304'S.R. 37 FOR 0.57 MI (0.92 KM) TO U.S. HWY 42. TURN LEFT ON U.S.HWY 42
 KZ2304'FOR 9.57 MI (15.40 KM) TO S.R. 229. TURN LEFT ON S.R. 229 FOR 0.91 MI
 KZ2304'(1.46 KM) TO SMITH ROAD. TURN RIGHT ON SMITH ROAD FOR 0.40 MI
 KZ2304'(0.64 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2305 ***********************************************************************
 KZ2305  DESIGNATION -  12 0028
 KZ2305  PID         -  KZ2305
 KZ2305  STATE/COUNTY-  OH/DELAWARE
 KZ2305  USGS QUAD   -  ASHLEY (1995)
 KZ2305
 KZ2305                         *CURRENT SURVEY CONTROL
 KZ2305  ___________________________________________________________________
 KZ2305* NAD 83(1995)-  40 24 44.06018(N)    082 58 24.80584(W)     ADJUSTED  
 KZ2305* NAVD 88     -       296.7    (meters)     973.     (feet)  GPS OBS   
 KZ2305  ___________________________________________________________________
 KZ2305  X           -     594,922.016 (meters)                     COMP
 KZ2305  Y           -  -4,826,833.655 (meters)                     COMP
 KZ2305  Z           -   4,113,114.935 (meters)                     COMP
 KZ2305  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 KZ2305  ELLIP HEIGHT-         262.64  (meters)          (10/07/05) GPS OBS
 KZ2305  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KZ2305
 KZ2305  HORZ ORDER  -  FIRST
 KZ2305  ELLP ORDER  -  FOURTH    CLASS I
 KZ2305
 KZ2305.The horizontal coordinates were established by GPS observations
 KZ2305.and adjusted by the National Geodetic Survey in April 1998..
 KZ2305
 KZ2305.The orthometric height was determined by GPS observations and a
 KZ2305.high-resolution geoid model.
 KZ2305
 KZ2305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2305
 KZ2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2305
 KZ2305.The ellipsoidal height was determined by GPS observations
 KZ2305.and is referenced to NAD 83.
 KZ2305
 KZ2305.The geoid height was determined by GEOID03.
 KZ2305
 KZ2305;                    North         East     Units Scale Factor Converg.
 KZ2305;SPC OH N     -    82,902.782   559,805.386   MT  1.00000411   -0 18 40.0
 KZ2305;UTM  17      - 4,475,383.337   332,549.817   MT  0.99994516   -1 16 47.0
 KZ2305
 KZ2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2305!SPC OH N     -   0.99995880  x   1.00000411  =   0.99996291
 KZ2305!UTM  17      -   0.99995880  x   0.99994516  =   0.99990396
 KZ2305
 KZ2305:                Primary Azimuth Mark                     Grid Az
 KZ2305:SPC OH N     -  12 0027                                  322 19 31.5
 KZ2305:UTM  17      -  12 0027                                  323 17 38.5
 KZ2305
 KZ2305|---------------------------------------------------------------------|
 KZ2305| PID    Reference Object                     Distance      Geod. Az  |
 KZ2305|                                                           dddmmss.s |
 KZ2305| KZ2304 12 0027                             APPROX. 0.6 KM 3220051.5 |
 KZ2305|---------------------------------------------------------------------|
 KZ2305
 KZ2305                          SUPERSEDED SURVEY CONTROL
 KZ2305
 KZ2305  ELLIP H (04/01/98)  262.65   (m)                       GP(       ) 4 1
 KZ2305  NAD 83(1986)-  40 24 44.06723(N)    082 58 24.81410(W) AD(       ) 1
 KZ2305
 KZ2305.Superseded values are not recommended for survey control.
 KZ2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2305.See file dsdata.txt to determine how the superseded data were derived.
 KZ2305
 KZ2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3255075383(NAD 83)
 KZ2305_MARKER: DE = TRAVERSE STATION DISK
 KZ2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2305_SP_SET: CONCRETE POST
 KZ2305_STAMPING: DELAWARE COUNTY ENGINEER 12-0028 1991
 KZ2305_MARK LOGO: DCE   
 KZ2305_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2305+STABILITY: SURFACE MOTION
 KZ2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2305+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2305
 KZ2305  HISTORY     - Date     Condition        Report By
 KZ2305  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2305
 KZ2305                          STATION DESCRIPTION
 KZ2305
 KZ2305'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2305'STATION IS LOCATED ON THE EAST SIDE OF SMITH ROAD, 0.10 MI (0.16 KM)
 KZ2305'NORTH OF S.R. 229, 90.5 FT (27.6 M) SOUTHWEST OF A SOUTH CORNER OF THE
 KZ2305'HOUSE NO. 9400 ON THE WEST SIDE OF SAID SMITH ROAD, 12.0 FT (3.7 M)
 KZ2305'WEST OF POLE ON THE WEST SIDE OF SAID ROAD AND 90.5 FT (27.6 M)
 KZ2305'NORTHWEST OF ANOTHER POLE ON WEST SIDE OF SAID ROAD.
 KZ2305'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2305'S.R. 37 FOR 0.57 MI (0.92 KM) TO U.S. HWY 42. TURN LEFT ON U.S.HWY 42
 KZ2305'FOR 9.57 MI (15.40 KM) TO S.R. 229. TURN LEFT ON S.R. 229 FOR 0.91 MI
 KZ2305'(1.46 KM) TO SMITH ROAD. TURN RIGHT ON SMITH ROAD FOR 0.10 MI
 KZ2305'(0.16 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2306 ***********************************************************************
 KZ2306  DESIGNATION -  12 0029
 KZ2306  PID         -  KZ2306
 KZ2306  STATE/COUNTY-  OH/DELAWARE
 KZ2306  USGS QUAD   -  ASHLEY (1995)
 KZ2306
 KZ2306                         *CURRENT SURVEY CONTROL
 KZ2306  ___________________________________________________________________
 KZ2306* NAD 83(1995)-  40 24 28.38190(N)    082 55 33.41326(W)     ADJUSTED  
 KZ2306* NAVD 88     -       300.5    (meters)     986.     (feet)  GPS OBS   
 KZ2306  ___________________________________________________________________
 KZ2306  X           -     598,971.555 (meters)                     COMP
 KZ2306  Y           -  -4,826,651.602 (meters)                     COMP
 KZ2306  Z           -   4,112,749.127 (meters)                     COMP
 KZ2306  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 KZ2306  ELLIP HEIGHT-         266.39  (meters)          (10/07/05) GPS OBS
 KZ2306  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KZ2306
 KZ2306  HORZ ORDER  -  FIRST
 KZ2306  ELLP ORDER  -  FOURTH    CLASS I
 KZ2306
 KZ2306.The horizontal coordinates were established by GPS observations
 KZ2306.and adjusted by the National Geodetic Survey in April 1998..
 KZ2306
 KZ2306.The orthometric height was determined by GPS observations and a
 KZ2306.high-resolution geoid model.
 KZ2306
 KZ2306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2306
 KZ2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2306
 KZ2306.The ellipsoidal height was determined by GPS observations
 KZ2306.and is referenced to NAD 83.
 KZ2306
 KZ2306.The geoid height was determined by GEOID03.
 KZ2306
 KZ2306;                    North         East     Units Scale Factor Converg.
 KZ2306;SPC OH N     -    82,398.348   563,843.954   MT  1.00000497   -0 16 47.4
 KZ2306;UTM  17      - 4,474,810.734   336,579.007   MT  0.99992875   -1 14 55.4
 KZ2306
 KZ2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2306!SPC OH N     -   0.99995821  x   1.00000497  =   0.99996318
 KZ2306!UTM  17      -   0.99995821  x   0.99992875  =   0.99988697
 KZ2306
 KZ2306:                Primary Azimuth Mark                     Grid Az
 KZ2306:SPC OH N     -  12 0030                                  271 38 10.1
 KZ2306:UTM  17      -  12 0030                                  272 36 18.1
 KZ2306
 KZ2306|---------------------------------------------------------------------|
 KZ2306| PID    Reference Object                     Distance      Geod. Az  |
 KZ2306|                                                           dddmmss.s |
 KZ2306| KZ2307 12 0030                             APPROX. 0.6 KM 2712122.7 |
 KZ2306|---------------------------------------------------------------------|
 KZ2306
 KZ2306                          SUPERSEDED SURVEY CONTROL
 KZ2306
 KZ2306  ELLIP H (04/01/98)  266.41   (m)                       GP(       ) 4 1
 KZ2306  NAD 83(1986)-  40 24 28.38913(N)    082 55 33.42106(W) AD(       ) 1
 KZ2306
 KZ2306.Superseded values are not recommended for survey control.
 KZ2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2306.See file dsdata.txt to determine how the superseded data were derived.
 KZ2306
 KZ2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3657974811(NAD 83)
 KZ2306_MARKER: DE = TRAVERSE STATION DISK
 KZ2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2306_SP_SET: CONCRETE POST
 KZ2306_STAMPING: DELAWARE COUNTY ENGINEER 12-0029 1991
 KZ2306_MARK LOGO: DCE   
 KZ2306_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2306+STABILITY: SURFACE MOTION
 KZ2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2306+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2306
 KZ2306  HISTORY     - Date     Condition        Report By
 KZ2306  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2306
 KZ2306                          STATION DESCRIPTION
 KZ2306
 KZ2306'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2306'STATION IS LOCATED ON THE NORTH SIDE OF S.R. 229, 175.0 FT (53.3 M)
 KZ2306'WEST OF COUNTY LINE, 21.0 FT (6.4 M) NORTH OF NORTH EDGE OF PAVEMENT
 KZ2306'OF SAID S.R. 229, 28.5 FT (8.7 M) SOUTHEAST OF POLE ON THE NORTH SIDE
 KZ2306'OF SAID S.R. 229 AND 121.5 FT (37.0 M) SOUTHWEST OF SOUTHWEST CORNER
 KZ2306'OF THE HOUSE ON NORTH SIDE OF SAID S.R. 229.
 KZ2306'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2306'S.R. 37 FOR 0.57 MI (0.92 KM) TO U.S. HWY 42. TURN LEFT ON U.S.HWY 42
 KZ2306'FOR 9.57 MI (15.40 KM) TO S.R. 229. TURN RIGHT ON S.R. 229 FOR 2.27
 KZ2306'MI (3.65 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2307 ***********************************************************************
 KZ2307  DESIGNATION -  12 0030
 KZ2307  PID         -  KZ2307
 KZ2307  STATE/COUNTY-  OH/DELAWARE
 KZ2307  USGS QUAD   -  ASHLEY (1995)
 KZ2307
 KZ2307                         *CURRENT SURVEY CONTROL
 KZ2307  ___________________________________________________________________
 KZ2307* NAD 83(1995)-  40 24 28.82228(N)    082 55 57.78474(W)     ADJUSTED  
 KZ2307* NAVD 88     -       299.8    (meters)     984.     (feet)  GPS OBS   
 KZ2307  ___________________________________________________________________
 KZ2307  X           -     598,400.101 (meters)                     COMP
 KZ2307  Y           -  -4,826,713.066 (meters)                     COMP
 KZ2307  Z           -   4,112,759.010 (meters)                     COMP
 KZ2307  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 KZ2307  ELLIP HEIGHT-         265.68  (meters)          (10/07/05) GPS OBS
 KZ2307  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KZ2307
 KZ2307  HORZ ORDER  -  FIRST
 KZ2307  ELLP ORDER  -  FOURTH    CLASS I
 KZ2307
 KZ2307.The horizontal coordinates were established by GPS observations
 KZ2307.and adjusted by the National Geodetic Survey in April 1998..
 KZ2307
 KZ2307.The orthometric height was determined by GPS observations and a
 KZ2307.high-resolution geoid model.
 KZ2307
 KZ2307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2307
 KZ2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2307
 KZ2307.The ellipsoidal height was determined by GPS observations
 KZ2307.and is referenced to NAD 83.
 KZ2307
 KZ2307.The geoid height was determined by GEOID03.
 KZ2307
 KZ2307;                    North         East     Units Scale Factor Converg.
 KZ2307;SPC OH N     -    82,414.760   563,269.376   MT  1.00000495   -0 17 03.4
 KZ2307;UTM  17      - 4,474,836.857   336,004.832   MT  0.99993106   -1 15 11.2
 KZ2307
 KZ2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2307!SPC OH N     -   0.99995832  x   1.00000495  =   0.99996327
 KZ2307!UTM  17      -   0.99995832  x   0.99993106  =   0.99988939
 KZ2307
 KZ2307:                Primary Azimuth Mark                     Grid Az
 KZ2307:SPC OH N     -  12 0029                                  091 38 10.3
 KZ2307:UTM  17      -  12 0029                                  092 36 18.1
 KZ2307
 KZ2307|---------------------------------------------------------------------|
 KZ2307| PID    Reference Object                     Distance      Geod. Az  |
 KZ2307|                                                           dddmmss.s |
 KZ2307| KZ2306 12 0029                             APPROX. 0.6 KM 0912106.9 |
 KZ2307|---------------------------------------------------------------------|
 KZ2307
 KZ2307                          SUPERSEDED SURVEY CONTROL
 KZ2307
 KZ2307  ELLIP H (04/01/98)  265.70   (m)                       GP(       ) 4 1
 KZ2307  NAD 83(1986)-  40 24 28.82950(N)    082 55 57.79257(W) AD(       ) 1
 KZ2307
 KZ2307.Superseded values are not recommended for survey control.
 KZ2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2307.See file dsdata.txt to determine how the superseded data were derived.
 KZ2307
 KZ2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3600574837(NAD 83)
 KZ2307_MARKER: DE = TRAVERSE STATION DISK
 KZ2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2307_SP_SET: CONCRETE POST
 KZ2307_STAMPING: DELAWARE COUNTY ENGINEER 12-0030
 KZ2307_MARK LOGO: DCE   
 KZ2307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2307+STABILITY: SURFACE MOTION
 KZ2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2307+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2307
 KZ2307  HISTORY     - Date     Condition        Report By
 KZ2307  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2307
 KZ2307                          STATION DESCRIPTION
 KZ2307
 KZ2307'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2307'STATION IS LOCATED ON THE SOUTH SIDE OF S.R. 229, 0.10 MI (0.16 KM)
 KZ2307'EAST OF PIPER ROAD, 20.1 FT (6.1 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF
 KZ2307'SAID S.R. 229, 29.5 FT (9.0 M) EAST OF POLE ON THE SOUTH SIDE OF SAID
 KZ2307'S.R. 229 AND 101.3 FT (30.9 M) WEST OF ANOTHER POLE ON THE SOUTH SIDE
 KZ2307'OF SAID S.R. 229.
 KZ2307'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2307'S.R. 37 FOR 0.57 MI (0.92 KM) TO U.S. HWY 42. TURN LEFT ON U.S.HWY 42
 KZ2307'FOR 9.57 MI (15.40 KM) TO S.R. 229. TURN RIGHT ON S.R. 229 FOR 1.97
 KZ2307'MI (3.17 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2308 ***********************************************************************
 KZ2308  DESIGNATION -  12 0031
 KZ2308  PID         -  KZ2308
 KZ2308  STATE/COUNTY-  OH/DELAWARE
 KZ2308  USGS QUAD   -  ASHLEY (1995)
 KZ2308
 KZ2308                         *CURRENT SURVEY CONTROL
 KZ2308  ___________________________________________________________________
 KZ2308* NAD 83(1995)-  40 24 31.81622(N)    082 57 20.41429(W)     ADJUSTED  
 KZ2308* NAVD 88     -       300.5    (meters)     986.     (feet)  GPS OBS   
 KZ2308  ___________________________________________________________________
 KZ2308  X           -     596,459.197 (meters)                     COMP
 KZ2308  Y           -  -4,826,893.497 (meters)                     COMP
 KZ2308  Z           -   4,112,829.772 (meters)                     COMP
 KZ2308  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 KZ2308  ELLIP HEIGHT-         266.36  (meters)          (10/07/05) GPS OBS
 KZ2308  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KZ2308
 KZ2308  HORZ ORDER  -  FIRST
 KZ2308  ELLP ORDER  -  FOURTH    CLASS I
 KZ2308
 KZ2308.The horizontal coordinates were established by GPS observations
 KZ2308.and adjusted by the National Geodetic Survey in April 1998..
 KZ2308
 KZ2308.The orthometric height was determined by GPS observations and a
 KZ2308.high-resolution geoid model.
 KZ2308
 KZ2308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2308
 KZ2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2308
 KZ2308.The ellipsoidal height was determined by GPS observations
 KZ2308.and is referenced to NAD 83.
 KZ2308
 KZ2308.The geoid height was determined by GEOID03.
 KZ2308
 KZ2308;                    North         East     Units Scale Factor Converg.
 KZ2308;SPC OH N     -    82,517.031   561,321.574   MT  1.00000478   -0 17 57.7
 KZ2308;UTM  17      - 4,474,972.036   334,059.173   MT  0.99993897   -1 16 04.9
 KZ2308
 KZ2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2308!SPC OH N     -   0.99995822  x   1.00000478  =   0.99996300
 KZ2308!UTM  17      -   0.99995822  x   0.99993897  =   0.99989719
 KZ2308
 KZ2308:                Primary Azimuth Mark                     Grid Az
 KZ2308:SPC OH N     -  12 0032                                  207 31 53.5
 KZ2308:UTM  17      -  12 0032                                  208 30 00.7
 KZ2308
 KZ2308|---------------------------------------------------------------------|
 KZ2308| PID    Reference Object                     Distance      Geod. Az  |
 KZ2308|                                                           dddmmss.s |
 KZ2308| KZ2309 12 0032                             APPROX. 0.8 KM 2071355.8 |
 KZ2308|---------------------------------------------------------------------|
 KZ2308
 KZ2308                          SUPERSEDED SURVEY CONTROL
 KZ2308
 KZ2308  ELLIP H (04/01/98)  266.39   (m)                       GP(       ) 4 1
 KZ2308  NAD 83(1986)-  40 24 31.82330(N)    082 57 20.42240(W) AD(       ) 1
 KZ2308
 KZ2308.Superseded values are not recommended for survey control.
 KZ2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2308.See file dsdata.txt to determine how the superseded data were derived.
 KZ2308
 KZ2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3405974972(NAD 83)
 KZ2308_MARKER: DE = TRAVERSE STATION DISK
 KZ2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2308_SP_SET: CONCRETE POST
 KZ2308_STAMPING: DELAWARE COUNTY ENGINEER 12-0031 1991
 KZ2308_MARK LOGO: DCE   
 KZ2308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2308+STABILITY: SURFACE MOTION
 KZ2308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2308+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2308
 KZ2308  HISTORY     - Date     Condition        Report By
 KZ2308  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2308
 KZ2308                          STATION DESCRIPTION
 KZ2308
 KZ2308'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2308'STATION IS LOCATED ON THE SOUTHEAST CORNER OF U.S. HWY 42 AND S.R.229
 KZ2308'(HIGH STREET), 1.1 FT (0.3 M) SOUTHEAST FROM BACK OF CURB ON EAST
 KZ2308'SIDE OF U.S. HWY 42, 45.5 FT (13.9 M) WEST OF WEST RAIL, 41.8 FT
 KZ2308'(12.7 M) NORTH OF THE CENTER OF A CATCH BASIN ON THE EAST SIDE OF
 KZ2308'SAID U.S. HWY 42 AND 34.7 FT (10.6 M) SOUTHEAST OF POLE ON THE SOUTH
 KZ2308'SIDE OF S.R. 229.
 KZ2308'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2308'S.R. 37 FOR 0.57 MI (0.92 KM) TO U.S. HWY 42. TURN LEFT ON U.S. HWY
 KZ2308'42 FOR 9.54 MI (15.35 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2309 ***********************************************************************
 KZ2309  DESIGNATION -  12 0032
 KZ2309  PID         -  KZ2309
 KZ2309  STATE/COUNTY-  OH/DELAWARE
 KZ2309  USGS QUAD   -  ASHLEY (1995)
 KZ2309
 KZ2309                         *CURRENT SURVEY CONTROL
 KZ2309  ___________________________________________________________________
 KZ2309* NAD 83(1995)-  40 24 08.14309(N)    082 57 36.35041(W)     ADJUSTED  
 KZ2309* NAVD 88     -       298.0    (meters)     978.     (feet)  GPS OBS   
 KZ2309  ___________________________________________________________________
 KZ2309  X           -     596,144.050 (meters)                     COMP
 KZ2309  Y           -  -4,827,407.477 (meters)                     COMP
 KZ2309  Z           -   4,112,272.131 (meters)                     COMP
 KZ2309  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 KZ2309  ELLIP HEIGHT-         263.91  (meters)          (10/07/05) GPS OBS
 KZ2309  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KZ2309
 KZ2309  HORZ ORDER  -  FIRST
 KZ2309  ELLP ORDER  -  FOURTH    CLASS I
 KZ2309
 KZ2309.The horizontal coordinates were established by GPS observations
 KZ2309.and adjusted by the National Geodetic Survey in April 1998..
 KZ2309
 KZ2309.The orthometric height was determined by GPS observations and a
 KZ2309.high-resolution geoid model.
 KZ2309
 KZ2309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2309
 KZ2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2309
 KZ2309.The ellipsoidal height was determined by GPS observations
 KZ2309.and is referenced to NAD 83.
 KZ2309
 KZ2309.The geoid height was determined by GEOID03.
 KZ2309
 KZ2309;                    North         East     Units Scale Factor Converg.
 KZ2309;SPC OH N     -    81,788.809   560,941.976   MT  1.00000610   -0 18 08.1
 KZ2309;UTM  17      - 4,474,250.382   333,667.346   MT  0.99994057   -1 16 14.6
 KZ2309
 KZ2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2309!SPC OH N     -   0.99995860  x   1.00000610  =   0.99996470
 KZ2309!UTM  17      -   0.99995860  x   0.99994057  =   0.99989917
 KZ2309
 KZ2309:                Primary Azimuth Mark                     Grid Az
 KZ2309:SPC OH N     -  12 0031                                  027 31 53.5
 KZ2309:UTM  17      -  12 0031                                  028 30 00.0
 KZ2309
 KZ2309|---------------------------------------------------------------------|
 KZ2309| PID    Reference Object                     Distance      Geod. Az  |
 KZ2309|                                                           dddmmss.s |
 KZ2309| KZ2308 12 0031                             APPROX. 0.8 KM 0271345.4 |
 KZ2309|---------------------------------------------------------------------|
 KZ2309
 KZ2309                          SUPERSEDED SURVEY CONTROL
 KZ2309
 KZ2309  ELLIP H (04/01/98)  263.93   (m)                       GP(       ) 4 1
 KZ2309  NAD 83(1986)-  40 24 08.15015(N)    082 57 36.35854(W) AD(       ) 1
 KZ2309
 KZ2309.Superseded values are not recommended for survey control.
 KZ2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2309.See file dsdata.txt to determine how the superseded data were derived.
 KZ2309
 KZ2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3366774250(NAD 83)
 KZ2309_MARKER: DE = TRAVERSE STATION DISK
 KZ2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2309_SP_SET: CONCRETE POST
 KZ2309_STAMPING: DELAWARE COUNTY ENGINEER 12-0032 1991
 KZ2309_MARK LOGO: DCE   
 KZ2309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2309+STABILITY: SURFACE MOTION
 KZ2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2309+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2309
 KZ2309  HISTORY     - Date     Condition        Report By
 KZ2309  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2309
 KZ2309                          STATION DESCRIPTION
 KZ2309
 KZ2309'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2309'STATION IS LOCATED ON THE WEST SIDE OF U.S. HWY 42, 0.45 MI (0.72 KM)
 KZ2309'SOUTH OF S.R. 229, 3.5 FT (1.1 M) WEST OF WEST EDGE OF PAVEMENT OF
 KZ2309'U.S. HWY 42, 41.3 FT (12.6 M) SOUTHWEST OF A MILE MARKER 18 ON THE
 KZ2309'EAST SIDE OF SAID HIGHWAY AND 26.9 FT (8.2 M) NORTHEAST OF A MAIL BOX
 KZ2309'NO. 8929 ON THE WEST SIDE OF SAID HIGHWAY.
 KZ2309'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2309'S.R. 37 FOR 0.57 MI (0.92 KM) TO U.S. HWY 42. TURN LEFT ON U.S. HWY
 KZ2309'42 FOR 9.12 MI (14.68 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3153 ***********************************************************************
 MB3153  DESIGNATION -  12 1
 MB3153  PID         -  MB3153
 MB3153  STATE/COUNTY-  OH/CUYAHOGA
 MB3153  USGS QUAD   -  BROADVIEW HEIGHTS (1994)
 MB3153
 MB3153                         *CURRENT SURVEY CONTROL
 MB3153  ___________________________________________________________________
 MB3153* NAD 83(1995)-  41 21 29.81306(N)    081 38 06.77596(W)     ADJUSTED  
 MB3153* NAVD 88     -       271.9    (meters)     892.     (feet)  VERTCON   
 MB3153  ___________________________________________________________________
 MB3153  X           -     697,490.129 (meters)                     COMP
 MB3153  Y           -  -4,743,566.502 (meters)                     COMP
 MB3153  Z           -   4,192,528.379 (meters)                     COMP
 MB3153  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 MB3153  ELLIP HEIGHT-         237.99  (meters)          (10/07/05) GPS OBS
 MB3153  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MB3153
 MB3153  HORZ ORDER  -  FIRST
 MB3153  ELLP ORDER  -  FOURTH    CLASS I
 MB3153
 MB3153.The horizontal coordinates were established by GPS observations
 MB3153.and adjusted by the National Geodetic Survey in April 1998..
 MB3153
 MB3153.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3153
 MB3153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3153
 MB3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3153
 MB3153.The ellipsoidal height was determined by GPS observations
 MB3153.and is referenced to NAD 83.
 MB3153
 MB3153.The geoid height was determined by GEOID03.
 MB3153
 MB3153;                    North         East     Units Scale Factor Converg.
 MB3153;SPC OH N     -   188,207.340   672,358.721   MT  0.99995197   +0 34 05.2
 MB3153;UTM  17      - 4,578,725.556   446,867.592   MT  0.99963474   -0 25 11.1
 MB3153
 MB3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3153!SPC OH N     -   0.99996267  x   0.99995197  =   0.99991464
 MB3153!UTM  17      -   0.99996267  x   0.99963474  =   0.99959743
 MB3153
 MB3153                          SUPERSEDED SURVEY CONTROL
 MB3153
 MB3153  ELLIP H (04/01/98)  238.01   (m)                       GP(       ) 4 1
 MB3153  NAD 83(1995)-  41 21 29.82161(N)    081 38 06.77650(W) AD(       ) 1
 MB3153  NAD 83(1986)-  41 21 29.82321(N)    081 38 06.77687(W) AD(       ) 1
 MB3153  NGVD 29 (11/06/91)  272.2    (m)          893.     (f) GPS OBS        
 MB3153
 MB3153.Superseded values are not recommended for survey control.
 MB3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3153.See file dsdata.txt to determine how the superseded data were derived.
 MB3153
 MB3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4686878726(NAD 83)
 MB3153_MARKER: I = METAL ROD
 MB3153_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3153_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3153_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3153+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1990
 MB3153
 MB3153  HISTORY     - Date     Condition        Report By
 MB3153  HISTORY     - UNK      MONUMENTED
 MB3153  HISTORY     - 19900325 GOOD             AEROS
 MB3153
 MB3153                          STATION DESCRIPTION
 MB3153
 MB3153'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3153'THE STATION IS LOCATED 1.21 KM (0.75 MI) EAST OF INTERSTATE 77, 5.7 KM
 MB3153'(3.55 MI) SOUTH OF INTERSTATE 480, AT THE INTERSECTION OF BROOKSIDE
 MB3153'ROAD AND BRECKSVILLE ROAD.
 MB3153'TO REACH FROM THE JUNCTION OF INTERSTATE 77 AND PLEASANT VALLEY ROAD,
 MB3153'GO EAST FOR 1.1 KM (0.70 MI) ON PLEASANT VALLEY DRIVE TO ITS
 MB3153'INTERSECTION WITH BRECKSVILLE ROAD.  TURN RIGHT AND GO SOUTH FOR 0.5
 MB3153'KM (0.30 MI) ON BRECKSVILLE ROAD TO BROOKSIDE ROAD AND THE STATION.
 MB3153'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 21 CM BELOW THE ROAD
 MB3153'SURFACE ENCASED IN A ROUND IRON MONUMENT BOX.  LOCATED AT THE
 MB3153'CENTERLINE--CENTERLINE OF THE INTERSECTION, 17.81 M (58.4 FT)
 MB3153'NORTHWEST OF POLE.801406, 16.27 M (53.4 FT) SOUTHWEST OF POLE.305270,
 MB3153'17.09 M (56.1 FT) SOUTHEAST OF POLE.257343.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3154 ***********************************************************************
 MB3154  DESIGNATION -  12 AT
 MB3154  PID         -  MB3154
 MB3154  STATE/COUNTY-  OH/CUYAHOGA
 MB3154  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB3154
 MB3154                         *CURRENT SURVEY CONTROL
 MB3154  ___________________________________________________________________
 MB3154* NAD 83(1995)-  41 25 01.41609(N)    081 36 21.83838(W)     ADJUSTED  
 MB3154* NAVD 88     -       290.7    (meters)     954.     (feet)  VERTCON   
 MB3154  ___________________________________________________________________
 MB3154  X           -     699,275.311 (meters)                     COMP
 MB3154  Y           -  -4,738,954.942 (meters)                     COMP
 MB3154  Z           -   4,197,438.587 (meters)                     COMP
 MB3154  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 MB3154  ELLIP HEIGHT-         256.65  (meters)          (10/07/05) GPS OBS
 MB3154  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 MB3154
 MB3154  HORZ ORDER  -  SECOND
 MB3154  ELLP ORDER  -  FOURTH    CLASS I
 MB3154
 MB3154.The horizontal coordinates were established by GPS observations
 MB3154.and adjusted by the National Geodetic Survey in April 1998..
 MB3154
 MB3154.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3154
 MB3154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3154
 MB3154.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3154
 MB3154.The ellipsoidal height was determined by GPS observations
 MB3154.and is referenced to NAD 83.
 MB3154
 MB3154.The geoid height was determined by GEOID03.
 MB3154
 MB3154;                    North         East     Units Scale Factor Converg.
 MB3154;SPC OH N     -   194,759.330   674,730.729   MT  0.99995769   +0 35 14.2
 MB3154;UTM  17      - 4,585,233.576   449,351.429   MT  0.99963157   -0 24 03.4
 MB3154
 MB3154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3154!SPC OH N     -   0.99995975  x   0.99995769  =   0.99991744
 MB3154!UTM  17      -   0.99995975  x   0.99963157  =   0.99959133
 MB3154
 MB3154                          SUPERSEDED SURVEY CONTROL
 MB3154
 MB3154  ELLIP H (04/01/98)  256.68   (m)                       GP(       ) 4 1
 MB3154  NAD 83(1995)-  41 25 01.42411(N)    081 36 21.83884(W) AD(       ) 2
 MB3154  NAD 83(1986)-  41 25 01.42631(N)    081 36 21.83948(W) AD(       ) 2
 MB3154  NGVD 29 (11/06/91)  290.9    (m)          954.     (f) GPS OBS        
 MB3154
 MB3154.Superseded values are not recommended for survey control.
 MB3154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3154.See file dsdata.txt to determine how the superseded data were derived.
 MB3154
 MB3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4935185234(NAD 83)
 MB3154_MARKER: I = METAL ROD
 MB3154_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3154_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3154_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3154+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1990
 MB3154
 MB3154  HISTORY     - Date     Condition        Report By
 MB3154  HISTORY     - UNK      MONUMENTED
 MB3154  HISTORY     - 19900323 GOOD             AEROS
 MB3154
 MB3154                          STATION DESCRIPTION
 MB3154
 MB3154'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3154'STATION IS LOCATED IN GARFIELD HEIGHTS, 0.8 KM (0.50 MI) NORTH OF
 MB3154'INTERSTATE 480, AT THE INTERSECTION OF GRANGER AND TURNEY ROAD.
 MB3154'TO REACH FROM THE JUNCTION OF INTERSTATE 480 AND TRANSPORTATION
 MB3154'BLVD.(EAST 98TH STREET), GO NORTH FOR 0.48 KM (0.30 MI) ON EAST 98TH
 MB3154'STREET TO GRANGER ROAD.  TURN RIGHT AND GO EAST FOR 0.80 KM (0.50 MI)
 MB3154'ON GRANGER ROAD TO THE INTERSECTION OF TURNEY ROAD AND THE STATION.
 MB3154'STATION IS A 2.5 CM DIAMETER IRON ROD RECESSED 34 CM BELOW THE ROAD
 MB3154'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED IN THE CENTER
 MB3154'OF THE INTERSECTION, 1.2 M (3.9 FT) EAST OF TURNEY ROAD CENTERLINE,
 MB3154'6.1 M (20.0 FT) EAST OF A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3155 ***********************************************************************
 MB3155  DESIGNATION -  12 AW
 MB3155  PID         -  MB3155
 MB3155  STATE/COUNTY-  OH/CUYAHOGA
 MB3155  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB3155
 MB3155                         *CURRENT SURVEY CONTROL
 MB3155  ___________________________________________________________________
 MB3155* NAD 83(1995)-  41 23 56.58282(N)    081 35 35.78647(W)     ADJUSTED  
 MB3155* NAVD 88     -       292.3    (meters)     959.     (feet)  VERTCON   
 MB3155  ___________________________________________________________________
 MB3155  X           -     700,526.936 (meters)                     COMP
 MB3155  Y           -  -4,740,108.659 (meters)                     COMP
 MB3155  Z           -   4,195,939.451 (meters)                     COMP
 MB3155  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 MB3155  ELLIP HEIGHT-         258.26  (meters)          (10/07/05) GPS OBS
 MB3155  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MB3155
 MB3155  HORZ ORDER  -  FIRST
 MB3155  ELLP ORDER  -  FOURTH    CLASS I
 MB3155
 MB3155.The horizontal coordinates were established by GPS observations
 MB3155.and adjusted by the National Geodetic Survey in April 1998..
 MB3155
 MB3155.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3155
 MB3155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3155
 MB3155.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3155
 MB3155.The ellipsoidal height was determined by GPS observations
 MB3155.and is referenced to NAD 83.
 MB3155
 MB3155.The geoid height was determined by GEOID03.
 MB3155
 MB3155;                    North         East     Units Scale Factor Converg.
 MB3155;SPC OH N     -   192,770.425   675,820.881   MT  0.99995583   +0 35 44.4
 MB3155;UTM  17      - 4,583,226.821   450,406.776   MT  0.99963027   -0 23 32.4
 MB3155
 MB3155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3155!SPC OH N     -   0.99995949  x   0.99995583  =   0.99991532
 MB3155!UTM  17      -   0.99995949  x   0.99963027  =   0.99958978
 MB3155
 MB3155                          SUPERSEDED SURVEY CONTROL
 MB3155
 MB3155  ELLIP H (04/01/98)  258.29   (m)                       GP(       ) 4 1
 MB3155  NAD 83(1995)-  41 23 56.59112(N)    081 35 35.78686(W) AD(       ) 1
 MB3155  NAD 83(1986)-  41 23 56.59313(N)    081 35 35.78750(W) AD(       ) 1
 MB3155  NGVD 29 (11/06/91)  292.5    (m)          960.     (f) GPS OBS        
 MB3155
 MB3155.Superseded values are not recommended for survey control.
 MB3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3155.See file dsdata.txt to determine how the superseded data were derived.
 MB3155
 MB3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5040783227(NAD 83)
 MB3155_MARKER: I = METAL ROD
 MB3155_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MB3155_SP_SET: BURIED IN GROUND
 MB3155_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3155+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3155
 MB3155  HISTORY     - Date     Condition        Report By
 MB3155  HISTORY     - UNK      MONUMENTED
 MB3155  HISTORY     - 19900324 GOOD             AEROS
 MB3155
 MB3155                          STATION DESCRIPTION
 MB3155
 MB3155'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3155'STATION IS LOCATED IN GARFIELD HEIGHTS, 1.2 KM (0.75 MI) SOUTH OF
 MB3155'INTERSTATE 480, AT THE INTERSECTION OF TURNEY ROAD AND HATHAWAY ROAD
 MB3155'WEST.
 MB3155'TO REACH FROM THE INTERSECTION OF ROCKSIDE ROAD AND TURNEY ROAD, GO
 MB3155'SOUTH FOR 0.24 KM (0.15 MI) ON TURNEY ROAD TO ITS INTERSECTION WITH
 MB3155'HATHAWAY ROAD AND THE STATION.
 MB3155'STATION IS A 2.5 CM DIAMETER IRON ROD RECESSED 26.5 CM BELOW THE ROAD
 MB3155'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3155'CENTERLINE-CENTERLINE OF TURNEY ROAD AND HATHAWAY ROAD WEST, 11.41 M
 MB3155'(37.4 FT) EAST OF POLE.303888, 10.91 M (35.8 FT) SOUTHWEST OF
 MB3155'POLE.4361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3156 ***********************************************************************
 MB3156  DESIGNATION -  12 BC
 MB3156  PID         -  MB3156
 MB3156  STATE/COUNTY-  OH/CUYAHOGA
 MB3156  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB3156
 MB3156                         *CURRENT SURVEY CONTROL
 MB3156  ___________________________________________________________________
 MB3156* NAD 83(1995)-  41 23 14.74821(N)    081 34 30.12526(W)     ADJUSTED  
 MB3156* NAVD 88     -       267.7    (meters)     878.     (feet)  VERTCON   
 MB3156  ___________________________________________________________________
 MB3156  X           -     702,158.175 (meters)                     COMP
 MB3156  Y           -  -4,740,711.370 (meters)                     COMP
 MB3156  Z           -   4,194,954.942 (meters)                     COMP
 MB3156  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 MB3156  ELLIP HEIGHT-         233.66  (meters)          (10/07/05) GPS OBS
 MB3156  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MB3156
 MB3156  HORZ ORDER  -  SECOND
 MB3156  ELLP ORDER  -  FOURTH    CLASS I
 MB3156
 MB3156.The horizontal coordinates were established by GPS observations
 MB3156.and adjusted by the National Geodetic Survey in April 1998..
 MB3156
 MB3156.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3156
 MB3156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3156
 MB3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3156
 MB3156.The ellipsoidal height was determined by GPS observations
 MB3156.and is referenced to NAD 83.
 MB3156
 MB3156.The geoid height was determined by GEOID03.
 MB3156
 MB3156;                    North         East     Units Scale Factor Converg.
 MB3156;SPC OH N     -   191,495.956   677,359.684   MT  0.99995468   +0 36 27.6
 MB3156;UTM  17      - 4,581,926.434   451,922.882   MT  0.99962845   -0 22 48.7
 MB3156
 MB3156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3156!SPC OH N     -   0.99996335  x   0.99995468  =   0.99991803
 MB3156!UTM  17      -   0.99996335  x   0.99962845  =   0.99959181
 MB3156
 MB3156                          SUPERSEDED SURVEY CONTROL
 MB3156
 MB3156  ELLIP H (04/01/98)  233.69   (m)                       GP(       ) 4 1
 MB3156  NAD 83(1995)-  41 23 14.75648(N)    081 34 30.12570(W) AD(       ) 2
 MB3156  NAD 83(1986)-  41 23 14.75846(N)    081 34 30.12628(W) AD(       ) 2
 MB3156  NGVD 29 (11/06/91)  267.9    (m)          879.     (f) GPS OBS        
 MB3156
 MB3156.Superseded values are not recommended for survey control.
 MB3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3156.See file dsdata.txt to determine how the superseded data were derived.
 MB3156
 MB3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5192381926(NAD 83)
 MB3156_MARKER: I = METAL ROD
 MB3156_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3156_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3156_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3156+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3156
 MB3156  HISTORY     - Date     Condition        Report By
 MB3156  HISTORY     - UNK      MONUMENTED
 MB3156  HISTORY     - 19900324 GOOD             AEROS
 MB3156
 MB3156                          STATION DESCRIPTION
 MB3156
 MB3156'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3156'STATION IS LOCATED IN MAPLE HEIGHTS, 0.60 KM (0.35 MI) SOUTH OF TURNEY
 MB3156'ROAD, AT THE INTERSECTION OF DUNHAM ROAD AND SCHREIBER ROAD.
 MB3156'TO REACH FROM THE INTERSECTION OF TURNEY ROAD AND DUNHAM ROAD IN MAPLE
 MB3156'HEIGHTS, GO SOUTH FOR 0.60 KM (0.35 MI) ON DUNHAM ROAD TO ITS
 MB3156'INTERSECTION WITH SCHREIBER ROAD AND THE STATION.
 MB3156'STATION IS A 2.5 CM DIAMETER IRON ROD RECESSED 27 CM BELOW THE ROAD
 MB3156'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3156'CENTERLINE-CENTERLINE OF THE INTERSECTION, 2.7 M (8.9 FT) NORTH OF A
 MB3156'SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1074 ***********************************************************************
 JX1074  DESIGNATION -  12 RJH
 JX1074  PID         -  JX1074
 JX1074  STATE/COUNTY-  OH/WASHINGTON
 JX1074  USGS QUAD   -  MARIETTA (1994)
 JX1074
 JX1074                         *CURRENT SURVEY CONTROL
 JX1074  ___________________________________________________________________
 JX1074* NAD 83(1986)-  39 22 42.     (N)    081 29 54.     (W)     SCALED    
 JX1074* NAVD 88     -       189.563  (meters)     621.92   (feet)  ADJUSTED  
 JX1074  ___________________________________________________________________
 JX1074  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JX1074  DYNAMIC HT  -         189.446 (meters)     621.54  (feet)  COMP
 JX1074  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 JX1074
 JX1074  VERT ORDER  -  FIRST     CLASS II
 JX1074
 JX1074.The horizontal coordinates were scaled from a topographic map and have
 JX1074.an estimated accuracy of +/- 6 seconds.
 JX1074
 JX1074.The orthometric height was determined by differential leveling
 JX1074.and adjusted by the National Geodetic Survey in June 1991..
 JX1074
 JX1074.The geoid height was determined by GEOID03.
 JX1074
 JX1074.The dynamic height is computed by dividing the NAVD 88
 JX1074.geopotential number by the normal gravity value computed on the
 JX1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1074.degrees latitude (g = 980.6199 gals.).
 JX1074
 JX1074.The modeled gravity was interpolated from observed gravity values.
 JX1074
 JX1074;                    North         East    Units  Estimated Accuracy
 JX1074;SPC OH S     -   153,490.      686,300.      MT  (+/- 180 meters Scaled)
 JX1074
 JX1074                          SUPERSEDED SURVEY CONTROL
 JX1074
 JX1074  NGVD 29 (??/??/92)  189.738  (m)          622.50   (f) ADJ UNCH    1 2
 JX1074
 JX1074.Superseded values are not recommended for survey control.
 JX1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1074.See file dsdata.txt to determine how the superseded data were derived.
 JX1074
 JX1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD570588(NAD 83)
 JX1074_MARKER: DD = SURVEY DISK
 JX1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1074_SP_SET: WINGWALL
 JX1074_STAMPING: TT 12 RJH 1955
 JX1074_MARK LOGO: USGS  
 JX1074_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX1074+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1992
 JX1074
 JX1074  HISTORY     - Date     Condition        Report By
 JX1074  HISTORY     - 1955     MONUMENTED       USGS
 JX1074  HISTORY     - 1959     GOOD             CGS
 JX1074  HISTORY     - 19921005 GOOD             GEOMET
 JX1074
 JX1074                          STATION DESCRIPTION
 JX1074
 JX1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1074'3.6 MI SW FROM MARIETTA.
 JX1074'ABOUT 3.6 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1074'FROM THE STATION AT MARIETTA, 0.15 MILE NORTHEAST OF THE CROSSING
 JX1074'OF STATE HIGHWAY 7, AT MILEPOLE 3-24, IN SECTION 2, T-2-N R-9-W,
 JX1074'6 RAILS SOUTHWEST OF A GRAVEL ROAD CROSSING, 6 FEET NORTHWEST
 JX1074'OF THE NORTHWEST RAIL, IN TOP OF THE WING WALL AT THE NORTH
 JX1074'CORNER OF A 130-FOOT TRESTLE OVER A SMALL STREAM, 2 1/2 FEET
 JX1074'EAST OF THE WEST CORNER OF THE WALL AND ABOUT 1 1/2 FEET BELOW
 JX1074'THE LEVEL OF THE TRACK.
 JX1074
 JX1074                          STATION RECOVERY (1992)
 JX1074
 JX1074'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1992
 JX1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2300 ***********************************************************************
 JX2300  DESIGNATION -  12 RJH ECC
 JX2300  PID         -  JX2300
 JX2300  STATE/COUNTY-  OH/WASHINGTON
 JX2300  USGS QUAD   -  MARIETTA (1994)
 JX2300
 JX2300                         *CURRENT SURVEY CONTROL
 JX2300  ___________________________________________________________________
 JX2300* NAD 83(1995)-  39 22 44.22522(N)    081 29 53.85659(W)     ADJUSTED  
 JX2300* NAVD 88     -       190.61   (meters)     625.4    (feet)  LEVELING  
 JX2300  ___________________________________________________________________
 JX2300  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 JX2300  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JX2300
 JX2300  HORZ ORDER  -  FIRST
 JX2300  VERT ORDER  -  THIRD ?
 JX2300
 JX2300.The horizontal coordinates were established by GPS observations
 JX2300.and adjusted by the National Geodetic Survey in April 1998..
 JX2300
 JX2300.The orthometric height was determined by differential leveling.
 JX2300.The vertical network tie was performed by a horz. field party for horz.
 JX2300.obs reductions. Reset procedures were used to establish the elevation.
 JX2300
 JX2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2300
 JX2300.The geoid height was determined by GEOID03.
 JX2300
 JX2300;                    North         East     Units Scale Factor Converg.
 JX2300;SPC OH S     -   153,560.517   686,302.161   MT  0.99993591   +0 38 08.2
 JX2300;SPC WV N     -    99,493.064   427,844.993   MT  0.99994999   -1 16 28.0
 JX2300;UTM  17      - 4,358,949.007   457,082.890   MT  0.99962268   -0 18 58.1
 JX2300
 JX2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2300!SPC OH S     -   0.99997547  x   0.99993591  =   0.99991138
 JX2300!SPC WV N     -   0.99997547  x   0.99994999  =   0.99992546
 JX2300!UTM  17      -   0.99997547  x   0.99962268  =   0.99959816
 JX2300
 JX2300                          SUPERSEDED SURVEY CONTROL
 JX2300
 JX2300  NAD 83(1986)-  39 22 44.22919(N)    081 29 53.86399(W) AD(       ) 1
 JX2300
 JX2300.Superseded values are not recommended for survey control.
 JX2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2300.See file dsdata.txt to determine how the superseded data were derived.
 JX2300
 JX2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5708358949(NAD 83)
 JX2300_MARKER: B = BOLT
 JX2300_SETTING: 0 = UNSPECIFIED SETTING
 JX2300_MARK LOGO: GEOMET
 JX2300_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX2300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2300+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JX2300
 JX2300  HISTORY     - Date     Condition        Report By
 JX2300  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2300
 JX2300                          STATION DESCRIPTION
 JX2300
 JX2300'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2300'THE ECCENTRIC STATION IS LOCATED IN WASHINGTON COUNTY, OHIO IN THE
 JX2300'CITY OF MARIETTA.
 JX2300'THE ECCENTRIC STATION IS ABOUT 350.0 FEETNORTHEAST OF BENCHMARK TT12
 JX2300'RJH WHICH WAS RECOVERED BUT WAS UNSUITABLE FOR OCCUPATION BY GPS.  A
 JX2300'LEVELING CONNECTION WAS MADE TO BENCHMARK AND THIS ECCENTRIC WAS
 JX2300'OCCUPIED BY GPS.
 JX2300'TO REACH THE ECCENTRIC STATION FROM THE INTERSECTION OF GILMAN STREET
 JX2300'AND FORT HARMAR DRIVE (STATE ROUTE 7) PROCEED SOUTHWEST ALONG FORT
 JX2300'HARMAR DRIVE (STATE ROUTE 7) 3.31 MILESTO ITS INTERSECTION WITH
 JX2300'TOWNSHIP ROUTE 125.  TURN LEFT AND PROCEED SOUTHEAST INTO A PARKING
 JX2300'AREA AND THE ECCENTRIC STATION ON THE RIGHT.
 JX2300'THE ECCENTRIC STATION IS A ONE INCH CENTER PUNCHED GUARDRAIL BOLT SET
 JX2300'ABOUT 2 INCHES ABOVE GROUND.  THE STATION IS 52.7 FEETSOUTHWEST FROM
 JX2300'THE CENTERLINE OF TOWNSHIP ROUTE 125 AT THE SOUTHERN EDGE OF STATE
 JX2300'ROUTE 7, APPROXIMATELY 109.0 FEETNORTHWEST FROM THE NORTH WEST RAIL
 JX2300'AT THE CENTERLINE OF TOWNSHIP ROUTE 125, AND 100.5 FEETSOUTHWEST FROM
 JX2300'THE NORTHWEST CORNER OF A GAS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3157 ***********************************************************************
 MB3157  DESIGNATION -  12 U
 MB3157  PID         -  MB3157
 MB3157  STATE/COUNTY-  OH/CUYAHOGA
 MB3157  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3157
 MB3157                         *CURRENT SURVEY CONTROL
 MB3157  ___________________________________________________________________
 MB3157* NAD 83(1995)-  41 24 50.88472(N)    081 37 55.76079(W)     ADJUSTED  
 MB3157* NAVD 88     -       183.6    (meters)     602.     (feet)  VERTCON   
 MB3157  ___________________________________________________________________
 MB3157  X           -     697,136.946 (meters)                     COMP
 MB3157  Y           -  -4,739,406.010 (meters)                     COMP
 MB3157  Z           -   4,197,124.046 (meters)                     COMP
 MB3157  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 MB3157  ELLIP HEIGHT-         149.50  (meters)          (10/07/05) GPS OBS
 MB3157  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 MB3157
 MB3157  HORZ ORDER  -  SECOND
 MB3157  ELLP ORDER  -  FOURTH    CLASS I
 MB3157
 MB3157.The horizontal coordinates were established by GPS observations
 MB3157.and adjusted by the National Geodetic Survey in April 1998..
 MB3157
 MB3157.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3157
 MB3157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3157
 MB3157.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3157
 MB3157.The ellipsoidal height was determined by GPS observations
 MB3157.and is referenced to NAD 83.
 MB3157
 MB3157.The geoid height was determined by GEOID03.
 MB3157
 MB3157;                    North         East     Units Scale Factor Converg.
 MB3157;SPC OH N     -   194,412.432   672,553.010   MT  0.99995738   +0 34 12.5
 MB3157;UTM  17      - 4,584,924.391   447,168.759   MT  0.99963435   -0 25 05.4
 MB3157
 MB3157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3157!SPC OH N     -   0.99997655  x   0.99995738  =   0.99993393
 MB3157!UTM  17      -   0.99997655  x   0.99963435  =   0.99961091
 MB3157
 MB3157                          SUPERSEDED SURVEY CONTROL
 MB3157
 MB3157  ELLIP H (04/01/98)  149.53   (m)                       GP(       ) 4 1
 MB3157  NAD 83(1995)-  41 24 50.89214(N)    081 37 55.76126(W) AD(       ) 2
 MB3157  NAD 83(1986)-  41 24 50.89485(N)    081 37 55.76220(W) AD(       ) 2
 MB3157  NGVD 29 (11/06/91)  183.8    (m)          603.     (f) GPS OBS        
 MB3157
 MB3157.Superseded values are not recommended for survey control.
 MB3157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3157.See file dsdata.txt to determine how the superseded data were derived.
 MB3157
 MB3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4716984924(NAD 83)
 MB3157_MARKER: I = METAL ROD
 MB3157_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3157_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3157_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3157+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1990
 MB3157
 MB3157  HISTORY     - Date     Condition        Report By
 MB3157  HISTORY     - UNK      MONUMENTED
 MB3157  HISTORY     - 19900325 GOOD             AEROS
 MB3157
 MB3157                          STATION DESCRIPTION
 MB3157
 MB3157'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3157'STATION IS LOCATED IN VALLEY VIEW, 0.8 KM (0.50 MI) NORTH OF
 MB3157'INTERSTATE 480, 1.6 KM (1.00 MI) WEST OF GARFIELD HEIGHTS, AT THE
 MB3157'INTERSECTION OF CANAL ROAD AND GRANGER ROAD.
 MB3157'TO REACH FROM THE INTERSECTION OF BRECKSVILLE ROAD AND GRANGER ROAD,
 MB3157'GO EAST FOR 0.60 KM (0.35 MI) ON GRANGER ROAD TO ITS INTERSECTION WITH
 MB3157'CANAL ROAD AND THE STATION.
 MB3157'STATION IS A 2.5 CM DIAMETER IRON ROD RECESSED 16.5 CM BELOW THE ROAD
 MB3157'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3157'CENTERLINE--CENTERLINE OF THE INTERSECTION, 8.43 M (27.7 FT) SOUTHWEST
 MB3157'OF THE OM MONUMENT AT THE NORTHEAST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1785 ***********************************************************************
 MB1785  DESIGNATION -  1200
 MB1785  PID         -  MB1785
 MB1785  STATE/COUNTY-  OH/CUYAHOGA
 MB1785  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1785
 MB1785                         *CURRENT SURVEY CONTROL
 MB1785  ___________________________________________________________________
 MB1785* NAD 83(1986)-  41 30 20.     (N)    081 41 29.     (W)     SCALED    
 MB1785* NAVD 88     -       196.168  (meters)     643.59   (feet)  ADJUSTED  
 MB1785  ___________________________________________________________________
 MB1785  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 MB1785  DYNAMIC HT  -         196.092 (meters)     643.35  (feet)  COMP
 MB1785  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 MB1785
 MB1785  VERT ORDER  -  FIRST     CLASS II
 MB1785
 MB1785.The horizontal coordinates were scaled from a topographic map and have
 MB1785.an estimated accuracy of +/- 6 seconds.
 MB1785
 MB1785.The orthometric height was determined by differential leveling
 MB1785.and adjusted by the National Geodetic Survey in June 1991..
 MB1785
 MB1785.The geoid height was determined by GEOID03.
 MB1785
 MB1785.The dynamic height is computed by dividing the NAVD 88
 MB1785.geopotential number by the normal gravity value computed on the
 MB1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1785.degrees latitude (g = 980.6199 gals.).
 MB1785
 MB1785.The modeled gravity was interpolated from observed gravity values.
 MB1785
 MB1785;                    North         East    Units  Estimated Accuracy
 MB1785;SPC OH N     -   204,520.      667,510.      MT  (+/- 180 meters Scaled)
 MB1785
 MB1785                          SUPERSEDED SURVEY CONTROL
 MB1785
 MB1785  NGVD 29 (06/03/92)  196.401  (m)          644.36   (f) ADJUSTED    1 2
 MB1785
 MB1785.Superseded values are not recommended for survey control.
 MB1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1785.See file dsdata.txt to determine how the superseded data were derived.
 MB1785
 MB1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF423951(NAD 83)
 MB1785_MARKER: DD = SURVEY DISK
 MB1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1785_SP_SET: CONCRETE POST
 MB1785_STAMPING: 1200
 MB1785_MARK LOGO: CRGS  
 MB1785_PROJECTION: RECESSED 5 CENTIMETERS
 MB1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1785+STABILITY: SURFACE MOTION
 MB1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1785+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 MB1785
 MB1785  HISTORY     - Date     Condition        Report By
 MB1785  HISTORY     - UNK      MONUMENTED       CRGS
 MB1785  HISTORY     - 1983     GOOD             NGS
 MB1785  HISTORY     - 20040920 GOOD             OHDT
 MB1785  HISTORY     - 20060625 GOOD             GEOCAC
 MB1785
 MB1785                          STATION DESCRIPTION
 MB1785
 MB1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1785'IN CLEVELAND.
 MB1785'IN CLEVELAND, IN THE NORTHWEST CORNER OF THE INTERSECTION OF EAST 9TH
 MB1785'STREET AND LAKESIDE AVENUE, ON THE CENTERLINE OF A SIDEWALK TO WILLARD
 MB1785'MEMORIAL PARK, IN TOP OF A CONCRETE POST AND PROTECTED BY A 9-INCH
 MB1785'CAST IRON BOX WITH COVER, 13.72 METERS (45.0 FT) NORTH OF THE
 MB1785'CENTERLINE OF LAKESIDE AVENUE, 12.50 METERS (41.0 FT) WEST OF THE
 MB1785'CENTERLINE OF EAST 9TH STREET, 1.98 METERS (6.5 FT) NORTHEAST OF THE
 MB1785'FACE OF A SIGNAL LIGHT POLE.
 MB1785
 MB1785                          STATION RECOVERY (2004)
 MB1785
 MB1785'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1785'MARK POORLY SUITED TO GPS OBSERVATIONS
 MB1785
 MB1785                          STATION RECOVERY (2006)
 MB1785
 MB1785'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1654 ***********************************************************************
 KZ1654  DESIGNATION -  1201
 KZ1654  PID         -  KZ1654
 KZ1654  STATE/COUNTY-  OH/LOGAN
 KZ1654  USGS QUAD   -  ZANESFIELD (1972)
 KZ1654
 KZ1654                         *CURRENT SURVEY CONTROL
 KZ1654  ___________________________________________________________________
 KZ1654* NAD 83(1986)-  40 19 33.     (N)    083 38 33.     (W)     SCALED    
 KZ1654* NAVD 88     -       364.573  (meters)    1196.10   (feet)  ADJUSTED  
 KZ1654  ___________________________________________________________________
 KZ1654  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KZ1654  DYNAMIC HT  -         364.375 (meters)    1195.45  (feet)  COMP
 KZ1654  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 KZ1654
 KZ1654  VERT ORDER  -  SECOND    CLASS 0
 KZ1654
 KZ1654.The horizontal coordinates were scaled from a topographic map and have
 KZ1654.an estimated accuracy of +/- 6 seconds.
 KZ1654
 KZ1654.The orthometric height was determined by differential leveling
 KZ1654.and adjusted by the National Geodetic Survey in June 1991..
 KZ1654
 KZ1654.The geoid height was determined by GEOID03.
 KZ1654
 KZ1654.The dynamic height is computed by dividing the NAVD 88
 KZ1654.geopotential number by the normal gravity value computed on the
 KZ1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1654.degrees latitude (g = 980.6199 gals.).
 KZ1654
 KZ1654.The modeled gravity was interpolated from observed gravity values.
 KZ1654
 KZ1654;                    North         East    Units  Estimated Accuracy
 KZ1654;SPC OH N     -    73,840.      502,900.      MT  (+/- 180 meters Scaled)
 KZ1654
 KZ1654                          SUPERSEDED SURVEY CONTROL
 KZ1654
 KZ1654  NGVD 29 (??/??/92)  364.766  (m)         1196.74   (f) ADJ UNCH    2 0
 KZ1654
 KZ1654.Superseded values are not recommended for survey control.
 KZ1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1654.See file dsdata.txt to determine how the superseded data were derived.
 KZ1654
 KZ1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE755672(NAD 83)
 KZ1654_MARKER: DD = SURVEY DISK
 KZ1654_SETTING: 0 = UNSPECIFIED SETTING
 KZ1654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1654
 KZ1654  HISTORY     - Date     Condition        Report By
 KZ1654  HISTORY     - UNK      MONUMENTED       NYCRR
 KZ1654  HISTORY     - 1935     GOOD             NGS
 KZ1654  HISTORY     - 1971     MARK NOT FOUND   NGS
 KZ1654
 KZ1654                          STATION DESCRIPTION
 KZ1654
 KZ1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1654'2.1 MI E FROM ZANESFIELD.
 KZ1654'2.1 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KZ1654'STATION AT ZANESFIELD, OPPOSITE CONCRETE HOUSE THE GREEN VILLA,
 KZ1654'30 YARDS EAST OF A FENCE CORNER, 29.3 FEET SOUTH OF THE SOUTH
 KZ1654'RAIL, 1.6 FEET NORTH OF THE WIRE FENCE, AND LEVEL WITH THE TRACK.
 KZ1654'THE TOP OF A VERTICAL RAIL.
 KZ1654
 KZ1654                          STATION RECOVERY (1971)
 KZ1654
 KZ1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ1654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0725 ***********************************************************************
 MC0725  DESIGNATION -  1206
 MC0725  PID         -  MC0725
 MC0725  STATE/COUNTY-  OH/LUCAS
 MC0725  USGS QUAD   -  TOLEDO (1980)
 MC0725
 MC0725                         *CURRENT SURVEY CONTROL
 MC0725  ___________________________________________________________________
 MC0725* NAD 83(1986)-  41 40 24.     (N)    083 30 11.     (W)     SCALED    
 MC0725* NAVD 88     -       181.257  (meters)     594.67   (feet)  ADJUSTED  
 MC0725  ___________________________________________________________________
 MC0725  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 MC0725  DYNAMIC HT  -         181.187 (meters)     594.44  (feet)  COMP
 MC0725  MODELED GRAV-     980,234.6   (mgal)                       NAVD 88
 MC0725
 MC0725  VERT ORDER  -  FIRST     CLASS I
 MC0725
 MC0725.The horizontal coordinates were scaled from a topographic map and have
 MC0725.an estimated accuracy of +/- 6 seconds.
 MC0725
 MC0725.The orthometric height was determined by differential leveling
 MC0725.and adjusted by the National Geodetic Survey in June 1991..
 MC0725
 MC0725.The geoid height was determined by GEOID03.
 MC0725
 MC0725.The dynamic height is computed by dividing the NAVD 88
 MC0725.geopotential number by the normal gravity value computed on the
 MC0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0725.degrees latitude (g = 980.6199 gals.).
 MC0725
 MC0725.The modeled gravity was interpolated from observed gravity values.
 MC0725
 MC0725;                    North         East    Units  Estimated Accuracy
 MC0725;SPC OH N     -   223,320.      516,480.      MT  (+/- 180 meters Scaled)
 MC0725
 MC0725                          SUPERSEDED SURVEY CONTROL
 MC0725
 MC0725  NGVD 29 (06/03/92)  181.449  (m)          595.30   (f) ADJUSTED    1 1
 MC0725
 MC0725.Superseded values are not recommended for survey control.
 MC0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0725.See file dsdata.txt to determine how the superseded data were derived.
 MC0725
 MC0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG916165(NAD 83)
 MC0725_MARKER: DD = SURVEY DISK
 MC0725_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MC0725_SP_SET: STEP
 MC0725_MARK LOGO: OH8120
 MC0725_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0725+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0725
 MC0725  HISTORY     - Date     Condition        Report By
 MC0725  HISTORY     - UNK      MONUMENTED       OH8120
 MC0725  HISTORY     - 1968     GOOD             NGS
 MC0725  HISTORY     - 1980     GOOD             NGS
 MC0725  HISTORY     - 1987     GOOD             USPSQD
 MC0725  HISTORY     - 1988     GOOD             USPSQD
 MC0725  HISTORY     - 1990     POOR             USPSQD
 MC0725  HISTORY     - 19930715 GOOD             NGS
 MC0725
 MC0725                          STATION DESCRIPTION
 MC0725
 MC0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0725'AT TOLEDO.
 MC0725'AT TOLEDO, AT THE JUNCTION OF SUMMIT AND OHIO STREET, SET ON
 MC0725'THE TOP OF THE SOUTHWEST END OF THE BOTTOM STEP AT ENTRANCE TO
 MC0725'THE OHIO BLENDER INC. OFFICE BUILDING AT 2404 SUMMIT STREET,
 MC0725'60 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF OHIO STREET,
 MC0725'30 FEET SOUTHEAST OF THE SOUTHEAST CURB OF SUMMIT STREET, 1 FOOT
 MC0725'ABOVE THE LEVEL OF THE GROUND AND 2 FEET ABOVE THE LEVEL OF THE
 MC0725'STREETS.
 MC0725
 MC0725                          STATION RECOVERY (1980)
 MC0725
 MC0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0725'RECOVERED IN GOOD CONDITION.
 MC0725
 MC0725                          STATION RECOVERY (1987)
 MC0725
 MC0725'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0725'RECOVERED IN GOOD CONDITION.
 MC0725
 MC0725                          STATION RECOVERY (1988)
 MC0725
 MC0725'RECOVERY NOTE BY US POWER SQUADRON 1988 (PAS)
 MC0725'RECOVERED IN GOOD CONDITION.
 MC0725
 MC0725                          STATION RECOVERY (1990)
 MC0725
 MC0725'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 MC0725'MARK RECOVERED IN POOR CONDITION.
 MC0725
 MC0725                          STATION RECOVERY (1993)
 MC0725
 MC0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0725'IN TOLEDO, AT THE INTERSECTION OF SUMMIT STREET AND OHIO STREETS, IN
 MC0725'TOP OF AND 0.2 M (0.7 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 MC0725'BOTTOM STEP OF THE ENTRANCE TO THE OHIO BLENDERS COMPANY OFFICE, 19.0
 MC0725'M (62.3 FT) NORTHEAST OF THE CENTER OF OHIO STREET, 12.5 M (41.0 FT)
 MC0725'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF SUMMIT STREET,
 MC0725'1.8 M (5.9 FT) WEST OF THE CENTER OF THE ENTRANCE DOOR TO THE
 MC0725'BUILDING, 1.1 M (3.6 FT) NORTHWEST OF THE NORTHWEST FACE OF THE
 MC0725'BUILDING, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE SIDEWALK.
 MC0725'NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1432 ***********************************************************************
 KY1432  DESIGNATION -  1206.22
 KY1432  PID         -  KY1432
 KY1432  STATE/COUNTY-  OH/GUERNSEY
 KY1432  USGS QUAD   -  ANTRIM (1994)
 KY1432
 KY1432                         *CURRENT SURVEY CONTROL
 KY1432  ___________________________________________________________________
 KY1432* NAD 83(1986)-  40 03 21.     (N)    081 17 17.     (W)     SCALED    
 KY1432* NAVD 88     -       367.911  (meters)    1207.05   (feet)  POSTED    
 KY1432  ___________________________________________________________________
 KY1432  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY1432  DYNAMIC HT  -         367.710 (meters)    1206.40  (feet)  COMP
 KY1432  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 KY1432
 KY1432  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY1432
 KY1432.The horizontal coordinates were scaled from a topographic map and have
 KY1432.an estimated accuracy of +/- 6 seconds.
 KY1432
 KY1432.The orthometric height was determined by differential leveling
 KY1432.and adjusted by the National Geodetic Survey in 1992..
 KY1432.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY1432.rate of 0.0 thru 1.0 mm/km.
 KY1432
 KY1432.The geoid height was determined by GEOID03.
 KY1432
 KY1432.The dynamic height is computed by dividing the NAVD 88
 KY1432.geopotential number by the normal gravity value computed on the
 KY1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1432.degrees latitude (g = 980.6199 gals.).
 KY1432
 KY1432.The modeled gravity was interpolated from observed gravity values.
 KY1432
 KY1432;                    North         East    Units  Estimated Accuracy
 KY1432;SPC OH S     -   228,930.      703,410.      MT  (+/- 180 meters Scaled)
 KY1432
 KY1432                          SUPERSEDED SURVEY CONTROL
 KY1432
 KY1432  NGVD 29 (??/??/92)  368.115  (m)         1207.72   (f) ADJ UNCH    2 0
 KY1432
 KY1432.Superseded values are not recommended for survey control.
 KY1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1432.See file dsdata.txt to determine how the superseded data were derived.
 KY1432
 KY1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME754339(NAD 83)
 KY1432_MARKER: Q = CHISELED SQUARE
 KY1432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1432_SP_SET: STEP
 KY1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1432
 KY1432  HISTORY     - Date     Condition        Report By
 KY1432  HISTORY     - UNK      MONUMENTED       OHDT
 KY1432  HISTORY     - 1934     GOOD             NGS
 KY1432
 KY1432                          STATION DESCRIPTION
 KY1432
 KY1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1432'3.3 MI W FROM FAIRVIEW.
 KY1432'3.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE UNITED PRESBYTERIAN
 KY1432'CHURCH AT FAIRVIEW, GUERNSEY COUNTY, 75 YARDS WEST OF A SINCLAIR
 KY1432'SERVICE STATION, 60 YARDS WEST OF THE CENTERLINE OF A DIRT ROAD,
 KY1432'AT THE NORTH ENTRANCE TO THE OXFORD CENTER RURAL SCHOOL, ON THE
 KY1432'TOP OF THE WEST END OF THE FIRST STEP, 8 YARDS SOUTH OF THE
 KY1432'CENTERLINE OF THE HIGHWAY, AND ABOUT 6 INCHES HIGHER THAN THE
 KY1432'HIGHWAY.  A 3-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0807 ***********************************************************************
 KZ0807  DESIGNATION -  1209
 KZ0807  PID         -  KZ0807
 KZ0807  STATE/COUNTY-  OH/KNOX
 KZ0807  USGS QUAD   -  CENTERBURG (1984)
 KZ0807
 KZ0807                         *CURRENT SURVEY CONTROL
 KZ0807  ___________________________________________________________________
 KZ0807* NAD 83(1986)-  40 18 23.     (N)    082 41 53.     (W)     SCALED    
 KZ0807* NAVD 88     -       368.231  (meters)    1208.10   (feet)  ADJUSTED  
 KZ0807  ___________________________________________________________________
 KZ0807  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KZ0807  DYNAMIC HT  -         368.033 (meters)    1207.45  (feet)  COMP
 KZ0807  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 KZ0807
 KZ0807  VERT ORDER  -  SECOND    CLASS 0
 KZ0807
 KZ0807.The horizontal coordinates were scaled from a topographic map and have
 KZ0807.an estimated accuracy of +/- 6 seconds.
 KZ0807
 KZ0807.The orthometric height was determined by differential leveling
 KZ0807.and adjusted by the National Geodetic Survey in June 1991..
 KZ0807
 KZ0807.The geoid height was determined by GEOID03.
 KZ0807
 KZ0807.The dynamic height is computed by dividing the NAVD 88
 KZ0807.geopotential number by the normal gravity value computed on the
 KZ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0807.degrees latitude (g = 980.6199 gals.).
 KZ0807
 KZ0807.The modeled gravity was interpolated from observed gravity values.
 KZ0807
 KZ0807;                    North         East    Units  Estimated Accuracy
 KZ0807;SPC OH N     -    71,060.      583,160.      MT  (+/- 180 meters Scaled)
 KZ0807
 KZ0807                          SUPERSEDED SURVEY CONTROL
 KZ0807
 KZ0807  NGVD 29 (??/??/92)  368.365  (m)         1208.54   (f) ADJ UNCH    2 0
 KZ0807
 KZ0807.Superseded values are not recommended for survey control.
 KZ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0807.See file dsdata.txt to determine how the superseded data were derived.
 KZ0807
 KZ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE557631(NAD 83)
 KZ0807_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KZ0807_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0807_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0807_STAMPING: 1209 OHIO
 KZ0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0807
 KZ0807  HISTORY     - Date     Condition        Report By
 KZ0807  HISTORY     - UNK      MONUMENTED       USGS
 KZ0807  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ0807
 KZ0807                          STATION DESCRIPTION
 KZ0807
 KZ0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0807'AT CENTERBURG.
 KZ0807'AT CENTERBURG, KNOX COUNTY, 75 FEET NORTHEAST OF THE NORTH CORNER
 KZ0807'OF THE PENNSYLVANIA RAILROAD STATION, 28 FEET SOUTH OF THE
 KZ0807'CENTERLINE OF A PAVED STREET, 15 FEET SOUTHEAST OF THE SOUTHEAST
 KZ0807'RAIL OF THE MAIN TRACK, 4 FEET SOUTH OF A SIDEWALK, 2 FEET
 KZ0807'SOUTHEAST OF THE STATION WALK, AND ABOUT LEVEL WITH THE TRACK.
 KZ0807'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED 1209 OHIO
 KZ0807'AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING ABOUT
 KZ0807'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6811 ***********************************************************************
 AI6811  CBN         -  This is a Cooperative Base Network Control Station.
 AI6811  DESIGNATION -  121
 AI6811  PID         -  AI6811
 AI6811  STATE/COUNTY-  OH/WARREN
 AI6811  USGS QUAD   -  CLARKSVILLE (1986)
 AI6811
 AI6811                         *CURRENT SURVEY CONTROL
 AI6811  ___________________________________________________________________
 AI6811* NAD 83(1995)-  39 24 05.88537(N)    083 59 34.05690(W)     ADJUSTED  
 AI6811* NAVD 88     -       242.4    (meters)     795.     (feet)  GPS OBS   
 AI6811  ___________________________________________________________________
 AI6811  X           -     516,497.377 (meters)                     COMP
 AI6811  Y           -  -4,908,205.791 (meters)                     COMP
 AI6811  Z           -   4,027,003.500 (meters)                     COMP
 AI6811  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 AI6811  ELLIP HEIGHT-         209.18  (meters)          (09/23/04) GPS OBS
 AI6811  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AI6811
 AI6811  HORZ ORDER  -  A
 AI6811  ELLP ORDER  -  FOURTH    CLASS I
 AI6811
 AI6811.The horizontal coordinates were established by GPS observations
 AI6811.and adjusted by the National Geodetic Survey in September 2004..
 AI6811
 AI6811.The orthometric height was determined by GPS observations and a
 AI6811.high-resolution geoid model.
 AI6811
 AI6811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6811
 AI6811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6811
 AI6811.The ellipsoidal height was determined by GPS observations
 AI6811.and is referenced to NAD 83.
 AI6811
 AI6811.The geoid height was determined by GEOID03.
 AI6811
 AI6811;                    North         East     Units Scale Factor Converg.
 AI6811;SPC OH S     -   156,662.787   471,433.014   MT  0.99993595   -0 56 49.9
 AI6811;UTM  17      - 4,365,622.282   242,297.240   MT  1.00041775   -1 54 02.6
 AI6811;UTM  16      - 4,365,663.574   758,944.040   MT  1.00042565   +1 54 35.6
 AI6811
 AI6811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6811!SPC OH S     -   0.99996718  x   0.99993595  =   0.99990314
 AI6811!UTM  17      -   0.99996718  x   1.00041775  =   1.00038492
 AI6811!UTM  16      -   0.99996718  x   1.00042565  =   1.00039282
 AI6811
 AI6811                          SUPERSEDED SURVEY CONTROL
 AI6811
 AI6811  NAD 83(1995)-  39 24 05.88512(N)    083 59 34.05591(W) AD(       ) 1
 AI6811  ELLIP H (08/02/00)  209.28   (m)                       GP(       ) 3 2
 AI6811
 AI6811.Superseded values are not recommended for survey control.
 AI6811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6811.See file dsdata.txt to determine how the superseded data were derived.
 AI6811
 AI6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4229765622(NAD 83)
 AI6811_MARKER: DD = SURVEY DISK
 AI6811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6811_STAMPING: 121
 AI6811_MARK LOGO: OH-165
 AI6811_PROJECTION: RECESSED 7 CENTIMETERS
 AI6811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6811+STABILITY: SURFACE MOTION
 AI6811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6811+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 AI6811
 AI6811  HISTORY     - Date     Condition        Report By
 AI6811  HISTORY     - 1995     MONUMENTED       WOOLPT
 AI6811  HISTORY     - 20030604 GOOD             WOOLPT
 AI6811
 AI6811                          STATION DESCRIPTION
 AI6811
 AI6811'DESCRIBED BY WOOLPERT CONSULTANTS 1995 (TFM)
 AI6811'THE STATION IS LOCATED APPROXIMATELY 9.25 MI (14.89 KM) SOUTHWEST OF
 AI6811'WILMINGTON, APPROXIMATELY 8.50 MI (13.68 KM) EAST OF LEBANON, 0.50 MI
 AI6811'(0.80 KM) WEST OF CLARKSVILLE, APPROXIMATELY 1.2 MI (1.9 KM) EAST OF
 AI6811'THE INTERSECTION OF US ROUTE 22 AND OHIO STATE ROUTE 3 ON THE SOUTH
 AI6811'SIDE OF OHIO STATE ROUTE 350 17.9 FT (5.5 M) WEST OF THE
 AI6811'WARREN/CLINTON COUNTY LINE.
 AI6811'TO REACH THE STATION FROM THE VERNON TOWNSHIP MEETING HOUSE IN
 AI6811'DOWNTOWN CLARKSVILLE, PROCEED WEST ALONG SR 350 FOR APPROXIMATELY 0.75
 AI6811'MI (1.21 KM) TO THE STATION IN A FIELD ON THE LEFT, APPROXIMATELY 17.9
 AI6811'FT (5.5 M) WEST OF THE COUNTY LINE.
 AI6811'THE STATION IS LOCATED APPROXIMATELY 17.9 FT (5.5 M) WEST OF THE
 AI6811'CLINTON/WARREN COUNTY LINE SIGN, AND 16.5 FT (5.0 M) SOUTH OF THE
 AI6811'CENTERLINE TO SR 350.  A STANDARD WARREN COUNTY GPS DISK SET IN A
 AI6811'ROUND CONCRETE MONUMENT AND IS STAMPED--GPS 121 1995--RECESSED 0.2 FT
 AI6811'(6.1 CM) BELOW THE GROUND.
 AI6811
 AI6811                          STATION RECOVERY (2003)
 AI6811
 AI6811'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (GTF)
 AI6811'THE STATION IS LOCATED JUST WEST OF CLARKSVILLE ON STATE ROUTE 350
 AI6811'AND THE WARREN-CLINTON COUNTY LINE, 7.5 MI NORTH OF BLANCHESTER,  7.8
 AI6811'MI NORTHEAST OF MORROW, 7.1 SOUTH OF HARVEYSBURG.
 AI6811' 
 AI6811'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 350 AND
 AI6811'132 IN CLARKSVILLE, GO WEST ON ROUTE 350 FOR 0.71 MI TO THE STATION ON
 AI6811'THE LEFT, AT THE WARREN-CLINTON COUNTY LINE.
 AI6811' 
 AI6811'THE STATION IS AN ALUMINUM DISK INSCRIBED ---WARREN COUNTY, OHIO GPS
 AI6811'STATION---, IN A CONCRETE MONUMENT FLUSH WITH THE GROUND. THE  STATION
 AI6811'IS 17.1 FT SOUTH OF THE ROUTE 350 CENTERLINE, 18.7 FT WEST OF A
 AI6811'COUNTY LINE SIGN, 63.8 FT NORTHEAST OF A POWER POLE, AND 47.8  FT
 AI6811'SOUTHEAST OF A WASHINGTON TOWNSHIP SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0803 ***********************************************************************
 KZ0803  DESIGNATION -  1210
 KZ0803  PID         -  KZ0803
 KZ0803  STATE/COUNTY-  OH/KNOX
 KZ0803  USGS QUAD   -  CENTERBURG (1984)
 KZ0803
 KZ0803                         *CURRENT SURVEY CONTROL
 KZ0803  ___________________________________________________________________
 KZ0803* NAD 83(1986)-  40 20 44.     (N)    082 37 50.     (W)     SCALED    
 KZ0803* NAVD 88     -       368.466  (meters)    1208.88   (feet)  ADJUSTED  
 KZ0803  ___________________________________________________________________
 KZ0803  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KZ0803  DYNAMIC HT  -         368.269 (meters)    1208.23  (feet)  COMP
 KZ0803  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 KZ0803
 KZ0803  VERT ORDER  -  SECOND    CLASS 0
 KZ0803
 KZ0803.The horizontal coordinates were scaled from a topographic map and have
 KZ0803.an estimated accuracy of +/- 6 seconds.
 KZ0803
 KZ0803.The orthometric height was determined by differential leveling
 KZ0803.and adjusted by the National Geodetic Survey in June 1991..
 KZ0803
 KZ0803.The geoid height was determined by GEOID03.
 KZ0803
 KZ0803.The dynamic height is computed by dividing the NAVD 88
 KZ0803.geopotential number by the normal gravity value computed on the
 KZ0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0803.degrees latitude (g = 980.6199 gals.).
 KZ0803
 KZ0803.The modeled gravity was interpolated from observed gravity values.
 KZ0803
 KZ0803;                    North         East    Units  Estimated Accuracy
 KZ0803;SPC OH N     -    75,400.      588,910.      MT  (+/- 180 meters Scaled)
 KZ0803
 KZ0803                          SUPERSEDED SURVEY CONTROL
 KZ0803
 KZ0803  NGVD 29 (??/??/92)  368.61   (m)         1209.3    (f) COMPUTED    2 0
 KZ0803
 KZ0803.Superseded values are not recommended for survey control.
 KZ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0803.See file dsdata.txt to determine how the superseded data were derived.
 KZ0803
 KZ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE615673(NAD 83)
 KZ0803_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KZ0803_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0803_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0803_STAMPING: 1210 OHIO
 KZ0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0803
 KZ0803  HISTORY     - Date     Condition        Report By
 KZ0803  HISTORY     - UNK      MONUMENTED       USGS
 KZ0803  HISTORY     - 1934     GOOD             NGS
 KZ0803
 KZ0803                          STATION DESCRIPTION
 KZ0803
 KZ0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0803'AT MOUNT LIBERTY.
 KZ0803'AT MOUNT LIBERTY, KNOX COUNTY, 110 FEET EAST OF THE PENNSYLVANIA
 KZ0803'RAILROAD STATION, 100 YARDS SOUTHEAST OF THE CENTERLINE OF STATE
 KZ0803'HIGHWAY 3, 92 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 KZ0803'TRACK, 54 FEET SOUTH OF THE SOUTHWEST CORNER OF A MILL BUILDING,
 KZ0803'20 FEET SOUTHWEST OF THE CENTERLINE OF A COUNTY ROAD, 7 FEET
 KZ0803'SOUTHWEST OF A POLE, 3 FEET NORTHWEST OF THE FENCE, AND ABOUT
 KZ0803'8 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 KZ0803'STANDARD CAP, STAMPED 1210 OHIO AND RIVETED ON THE TOP OF A
 KZ0803'3-1/2-INCH IRON PIPE PROJECTING ONE FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0974 ***********************************************************************
 KZ0974  DESIGNATION -  1210
 KZ0974  PID         -  KZ0974
 KZ0974  STATE/COUNTY-  OH/KNOX
 KZ0974  USGS QUAD   -  CENTERBURG (1984)
 KZ0974
 KZ0974                         *CURRENT SURVEY CONTROL
 KZ0974  ___________________________________________________________________
 KZ0974* NAD 83(1986)-  40 20 44.     (N)    082 37 50.     (W)     SCALED    
 KZ0974* NAVD 88     -       368.470  (meters)    1208.89   (feet)  ADJUSTED  
 KZ0974  ___________________________________________________________________
 KZ0974  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KZ0974  DYNAMIC HT  -         368.272 (meters)    1208.24  (feet)  COMP
 KZ0974  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 KZ0974
 KZ0974  VERT ORDER  -  SECOND    CLASS 0
 KZ0974
 KZ0974.The horizontal coordinates were scaled from a topographic map and have
 KZ0974.an estimated accuracy of +/- 6 seconds.
 KZ0974
 KZ0974.The orthometric height was determined by differential leveling
 KZ0974.and adjusted by the National Geodetic Survey in June 1991..
 KZ0974
 KZ0974.The geoid height was determined by GEOID03.
 KZ0974
 KZ0974.The dynamic height is computed by dividing the NAVD 88
 KZ0974.geopotential number by the normal gravity value computed on the
 KZ0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0974.degrees latitude (g = 980.6199 gals.).
 KZ0974
 KZ0974.The modeled gravity was interpolated from observed gravity values.
 KZ0974
 KZ0974;                    North         East    Units  Estimated Accuracy
 KZ0974;SPC OH N     -    75,400.      588,910.      MT  (+/- 180 meters Scaled)
 KZ0974
 KZ0974                          SUPERSEDED SURVEY CONTROL
 KZ0974
 KZ0974  NGVD 29 (??/??/92)  368.608  (m)         1209.34   (f) ADJ UNCH    2 0
 KZ0974
 KZ0974.Superseded values are not recommended for survey control.
 KZ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0974.See file dsdata.txt to determine how the superseded data were derived.
 KZ0974
 KZ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE615673(NAD 83)
 KZ0974_MARKER: P = PIPE CAP
 KZ0974_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0974_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0974_STAMPING: 1210 OHIO
 KZ0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0974
 KZ0974  HISTORY     - Date     Condition        Report By
 KZ0974  HISTORY     - UNK      MONUMENTED       USGS
 KZ0974  HISTORY     - 1959     GOOD             NGS
 KZ0974
 KZ0974                          STATION DESCRIPTION
 KZ0974
 KZ0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0974'AT MT LIBERTY.
 KZ0974'AT MT. LIBERTY, ALONG THE PENNSYLVANIA RAILROAD, AT THE
 KZ0974'CROSSING OF KNOX COUNTY ROAD 25, 96 1/2 FEET SOUTHEAST OF AND
 KZ0974'DIAGONALLY ACROSS ROAD 25 FROM THE SOUTHEAST RAIL, 22 1/2 FEET
 KZ0974'SOUTH-SOUTHWEST OF THE CENTER LINE OF ROAD, 76 1/2 FEET SOUTHEAST
 KZ0974'OF AND ACROSS THE ROAD FROM A CROSSING SIGN, 2 1/2 FEET NORTHWEST
 KZ0974'OF A WIRE FENCE, 5 FEET WEST OF A FENCE CORNER, 9 1/2 FEET
 KZ0974'SOUTHEAST OF A TELEPHONE POLE, 25 FEET WEST OF THE CENTER OF A
 KZ0974'OCTAGONAL SHAPED CONCRETE WATER TROUGH, ABOUT 5 FEET BELOW THE
 KZ0974'LEVEL OF THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON
 KZ0974'PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1299 ***********************************************************************
 KY1299  DESIGNATION -  1211
 KY1299  PID         -  KY1299
 KY1299  STATE/COUNTY-  OH/STARK
 KY1299  USGS QUAD   -  LIMAVILLE (1994)
 KY1299
 KY1299                         *CURRENT SURVEY CONTROL
 KY1299  ___________________________________________________________________
 KY1299* NAD 83(1986)-  40 53 14.     (N)    081 08 03.     (W)     SCALED    
 KY1299* NAVD 88     -       368.952  (meters)    1210.47   (feet)  ADJUSTED  
 KY1299  ___________________________________________________________________
 KY1299  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KY1299  DYNAMIC HT  -         368.777 (meters)    1209.90  (feet)  COMP
 KY1299  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 KY1299
 KY1299  VERT ORDER  -  SECOND    CLASS 0
 KY1299
 KY1299.The horizontal coordinates were scaled from a topographic map and have
 KY1299.an estimated accuracy of +/- 6 seconds.
 KY1299
 KY1299.The orthometric height was determined by differential leveling
 KY1299.and adjusted by the National Geodetic Survey in June 1991..
 KY1299
 KY1299.The geoid height was determined by GEOID03.
 KY1299
 KY1299.The dynamic height is computed by dividing the NAVD 88
 KY1299.geopotential number by the normal gravity value computed on the
 KY1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1299.degrees latitude (g = 980.6199 gals.).
 KY1299
 KY1299.The modeled gravity was interpolated from observed gravity values.
 KY1299
 KY1299;                    North         East    Units  Estimated Accuracy
 KY1299;SPC OH N     -   136,440.      715,100.      MT  (+/- 180 meters Scaled)
 KY1299
 KY1299                          SUPERSEDED SURVEY CONTROL
 KY1299
 KY1299  NGVD 29 (??/??/92)  369.112  (m)         1210.99   (f) ADJ UNCH    2 0
 KY1299
 KY1299.Superseded values are not recommended for survey control.
 KY1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1299.See file dsdata.txt to determine how the superseded data were derived.
 KY1299
 KY1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF886262(NAD 83)
 KY1299_MARKER: X = CHISELED CROSS
 KY1299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1299_SP_SET: CULVERT
 KY1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1299
 KY1299  HISTORY     - Date     Condition        Report By
 KY1299  HISTORY     - 1934     MONUMENTED       OHDT
 KY1299  HISTORY     - 1934     GOOD             NGS
 KY1299  HISTORY     - 19930427 MARK NOT FOUND   OHDT
 KY1299  HISTORY     - 20060803 MARK NOT FOUND   GEOCAC
 KY1299
 KY1299                          STATION DESCRIPTION
 KY1299
 KY1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1299'4.5 MI N FROM FREEBURG.
 KY1299'4.5 MILES NORTH ALONG THE ALLIANCE BRANCH OF THE NEW YORK CENTRAL
 KY1299'RAILROAD FROM THE STATION AT FREEBURG, STARK COUNTY, AT BEECHWOOD
 KY1299'ROAD CROSSING, 26 YARDS NORTHEAST OF THE INTERSECTION OF THE
 KY1299'NORTH RAIL AND THE CENTERLINE OF THE ROAD, 75 YARDS WEST OF THE
 KY1299'EAST SIDE OF THE BEECHWOOD SCHOOL, AT A CULVERT, ON THE EAST
 KY1299'END OF THE NORTH HEADWALL, 7 YARDS EAST OF THE NORTH CURB OF
 KY1299'BEECHWOOD ROAD, AND LEVEL WITH THE ROAD GRADE.  A CHISELED CROSS.
 KY1299
 KY1299                          STATION RECOVERY (1993)
 KY1299
 KY1299'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (SJ)
 KY1299'-------REPORT BY ODOT -------YEAR 1993------CONDITION - UNKNOWN
 KY1299' 
 KY1299'NOTE** HEADWALL HAS BEEN REMOVED AND RAILROAD TRACKS REMOVED.
 KY1299
 KY1299                          STATION RECOVERY (2006)
 KY1299
 KY1299'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1196 ***********************************************************************
 KY1196  DESIGNATION -  1211
 KY1196  PID         -  KY1196
 KY1196  STATE/COUNTY-  OH/MAHONING
 KY1196  USGS QUAD   -  NEW MIDDLETOWN (1988)
 KY1196
 KY1196                         *CURRENT SURVEY CONTROL
 KY1196  ___________________________________________________________________
 KY1196* NAD 83(1986)-  40 55 01.     (N)    080 36 20.     (W)     SCALED    
 KY1196* NAVD 88     -       369.112  (meters)    1210.99   (feet)  ADJUSTED  
 KY1196  ___________________________________________________________________
 KY1196  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KY1196  DYNAMIC HT  -         368.930 (meters)    1210.40  (feet)  COMP
 KY1196  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 KY1196
 KY1196  VERT ORDER  -  SECOND    CLASS 0
 KY1196
 KY1196.The horizontal coordinates were scaled from a topographic map and have
 KY1196.an estimated accuracy of +/- 6 seconds.
 KY1196
 KY1196.The orthometric height was determined by differential leveling
 KY1196.and adjusted by the National Geodetic Survey in June 1991..
 KY1196
 KY1196.The geoid height was determined by GEOID03.
 KY1196
 KY1196.The dynamic height is computed by dividing the NAVD 88
 KY1196.geopotential number by the normal gravity value computed on the
 KY1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1196.degrees latitude (g = 980.6199 gals.).
 KY1196
 KY1196.The modeled gravity was interpolated from observed gravity values.
 KY1196
 KY1196;                    North         East    Units  Estimated Accuracy
 KY1196;SPC OH N     -   140,570.      759,570.      MT  (+/- 180 meters Scaled)
 KY1196
 KY1196                          SUPERSEDED SURVEY CONTROL
 KY1196
 KY1196  NGVD 29 (??/??/92)  369.261  (m)         1211.48   (f) ADJ UNCH    2 0
 KY1196
 KY1196.Superseded values are not recommended for survey control.
 KY1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1196.See file dsdata.txt to determine how the superseded data were derived.
 KY1196
 KY1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF332296(NAD 83)
 KY1196_MARKER: DD = SURVEY DISK
 KY1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1196_STAMPING: 1211 1211.175
 KY1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1196+STABILITY: SURFACE MOTION
 KY1196
 KY1196  HISTORY     - Date     Condition        Report By
 KY1196  HISTORY     - UNK      MONUMENTED       USGS
 KY1196  HISTORY     - 1950     GOOD             NGS
 KY1196
 KY1196                          STATION DESCRIPTION
 KY1196
 KY1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1196'AT NEW SPRINGFIELD.
 KY1196'IN THE PUBLIC SQUARE, 75 FEET SOUTHEAST OF THE CENTERLINE OF
 KY1196'COLUMBIANA-NEW CASTLE ROAD, 28.3 FEET SOUTHWEST OF THE CENTERLINE
 KY1196'OF STATE HIGHWAY 617, 17.6 FEET WEST OF THE NORTHWEST CORNER OF
 KY1196'2 STORY FRAME HOUSE, 6 FEET SOUTH OF POLE 21-23.  THIS MARK
 KY1196'WAS ESTABLISHED BY MAHONING COUNTY.  A USGS DISK SET IN THE TOP
 KY1196'OF A CONCRETE POST AND ABOUT 2 INCHES BELOW THE LEVEL OF THE
 KY1196'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0891 ***********************************************************************
 KZ0891  DESIGNATION -  1217
 KZ0891  PID         -  KZ0891
 KZ0891  STATE/COUNTY-  OH/MORROW
 KZ0891  USGS QUAD   -  MARENGO (1961)
 KZ0891
 KZ0891                         *CURRENT SURVEY CONTROL
 KZ0891  ___________________________________________________________________
 KZ0891* NAD 83(1986)-  40 28 29.     (N)    082 45 25.     (W)     SCALED    
 KZ0891* NAVD 88     -       370.745  (meters)    1216.35   (feet)  ADJUSTED  
 KZ0891  ___________________________________________________________________
 KZ0891  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KZ0891  DYNAMIC HT  -         370.553 (meters)    1215.72  (feet)  COMP
 KZ0891  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 KZ0891
 KZ0891  VERT ORDER  -  SECOND    CLASS 0
 KZ0891
 KZ0891.The horizontal coordinates were scaled from a topographic map and have
 KZ0891.an estimated accuracy of +/- 6 seconds.
 KZ0891
 KZ0891.The orthometric height was determined by differential leveling
 KZ0891.and adjusted by the National Geodetic Survey in June 1991..
 KZ0891
 KZ0891.The geoid height was determined by GEOID03.
 KZ0891
 KZ0891.The dynamic height is computed by dividing the NAVD 88
 KZ0891.geopotential number by the normal gravity value computed on the
 KZ0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0891.degrees latitude (g = 980.6199 gals.).
 KZ0891
 KZ0891.The modeled gravity was interpolated from observed gravity values.
 KZ0891
 KZ0891;                    North         East    Units  Estimated Accuracy
 KZ0891;SPC OH N     -    89,760.      578,210.      MT  (+/- 180 meters Scaled)
 KZ0891
 KZ0891                          SUPERSEDED SURVEY CONTROL
 KZ0891
 KZ0891  NGVD 29 (??/??/92)  370.896  (m)         1216.85   (f) ADJ UNCH    2 0
 KZ0891
 KZ0891.Superseded values are not recommended for survey control.
 KZ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0891.See file dsdata.txt to determine how the superseded data were derived.
 KZ0891
 KZ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE510819(NAD 83)
 KZ0891_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KZ0891_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0891_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0891_STAMPING: 1217 OHIO
 KZ0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0891
 KZ0891  HISTORY     - Date     Condition        Report By
 KZ0891  HISTORY     - UNK      MONUMENTED       USGS
 KZ0891  HISTORY     - 1959     GOOD             NGS
 KZ0891  HISTORY     - 20030728 MARK NOT FOUND   USPSQD
 KZ0891
 KZ0891                          STATION DESCRIPTION
 KZ0891
 KZ0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0891'4.2 MI NE FROM FULTON.
 KZ0891'ABOUT 3.2 MILES EAST ALONG ROAD 25 FROM THE CROSSING OF THE
 KZ0891'NEW YORK CENTRAL RAILROAD AT FULTON, THENCE ABOUT 1.0 MILE
 KZ0891'NORTHEAST ALONG ROAD 20, 0.45 MILE NORTHEAST OF THE OVERPASS
 KZ0891'OF ROAD 20 OVER INTERSTATE HIGHWAY 72, 29 FEET SOUTH OF THE
 KZ0891'CENTER LINE OF ROAD 23 LEADING EAST AND WEST, 26 1/2 FEET
 KZ0891'SOUTHEAST OF THE CENTER LINE OF ROAD 20, 21 1/2 FEET NORTHEAST
 KZ0891'OF TELEPHONE POLE 4848 R, JUST INSIDE OF FENCE CORNER, ABOUT 1/2
 KZ0891'FOOT ABOVE THE LEVEL OF ROAD, AND IS A CAP RIVETED ON TOP OF A
 KZ0891'3 1/2-INCH IRON PIPE PROJECTING 7 INCHES.
 KZ0891
 KZ0891                          STATION RECOVERY (2003)
 KZ0891
 KZ0891'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0284 ***********************************************************************
 KZ0284  DESIGNATION -  1227
 KZ0284  PID         -  KZ0284
 KZ0284  STATE/COUNTY-  OH/WAYNE
 KZ0284  USGS QUAD   -  NEW PITTSBURG (1978)
 KZ0284
 KZ0284                         *CURRENT SURVEY CONTROL
 KZ0284  ___________________________________________________________________
 KZ0284* NAD 83(1986)-  40 52 22.     (N)    082 03 20.     (W)     SCALED    
 KZ0284* NAVD 88     -       373.833  (meters)    1226.48   (feet)  ADJUSTED  
 KZ0284  ___________________________________________________________________
 KZ0284  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KZ0284  DYNAMIC HT  -         373.667 (meters)    1225.94  (feet)  COMP
 KZ0284  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 KZ0284
 KZ0284  VERT ORDER  -  SECOND    CLASS 0
 KZ0284
 KZ0284.The horizontal coordinates were scaled from a topographic map and have
 KZ0284.an estimated accuracy of +/- 6 seconds.
 KZ0284
 KZ0284.The orthometric height was determined by differential leveling
 KZ0284.and adjusted by the National Geodetic Survey in June 1991..
 KZ0284
 KZ0284.The geoid height was determined by GEOID03.
 KZ0284
 KZ0284.The dynamic height is computed by dividing the NAVD 88
 KZ0284.geopotential number by the normal gravity value computed on the
 KZ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0284.degrees latitude (g = 980.6199 gals.).
 KZ0284
 KZ0284.The modeled gravity was interpolated from observed gravity values.
 KZ0284
 KZ0284;                    North         East    Units  Estimated Accuracy
 KZ0284;SPC OH N     -   134,030.      637,460.      MT  (+/- 180 meters Scaled)
 KZ0284
 KZ0284                          SUPERSEDED SURVEY CONTROL
 KZ0284
 KZ0284  NGVD 29 (??/??/92)  374.037  (m)         1227.15   (f) ADJ UNCH    2 0
 KZ0284
 KZ0284.Superseded values are not recommended for survey control.
 KZ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0284.See file dsdata.txt to determine how the superseded data were derived.
 KZ0284
 KZ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF110251(NAD 83)
 KZ0284_MARKER: DB = BENCH MARK DISK
 KZ0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0284_SP_SET: FOUNDATION
 KZ0284_STAMPING: 1227
 KZ0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0284
 KZ0284  HISTORY     - Date     Condition        Report By
 KZ0284  HISTORY     - UNK      MONUMENTED       USGS
 KZ0284  HISTORY     - 1959     GOOD             NGS
 KZ0284  HISTORY     - 1987     GOOD             OHDT
 KZ0284
 KZ0284                          STATION DESCRIPTION
 KZ0284
 KZ0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0284'2.8 MI E FROM LATTASBURG.
 KZ0284'ABOUT 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 302 FROM THE JUNCTION
 KZ0284'OF STATE HIGHWAY 301 AT LATTASBURG, THENCE ABOUT 2.15 MILES EAST
 KZ0284'ALONG COUNTY ROAD 154, 0.1 MILE WEST OF EMANUEL REFORMED CHURCH,
 KZ0284'76 FEET NORTH OF THE CENTER LINE OF ROAD, SET VERTICALLY IN THE
 KZ0284'SOUTHEAST FACE OF THE STONE FOUNDATION UNDER THE SOUTHEAST ONE OF
 KZ0284'THREE WINDOWS AT THE SOUTHEAST CORNER OF A LARGE TWO-STORY WHITE
 KZ0284'PAINTED FARMHOUSE, 4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 KZ0284'MAIN PART OF THE HOUSE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 KZ0284'ROAD.
 KZ0284
 KZ0284                          STATION RECOVERY (1987)
 KZ0284
 KZ0284'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1766 ***********************************************************************
 KY1766  DESIGNATION -  1230
 KY1766  PID         -  KY1766
 KY1766  STATE/COUNTY-  OH/HOLMES
 KY1766  USGS QUAD   -  SUGARCREEK (1994)
 KY1766
 KY1766                         *CURRENT SURVEY CONTROL
 KY1766  ___________________________________________________________________
 KY1766* NAD 83(1986)-  40 36 15.     (N)    081 44 05.     (W)     SCALED    
 KY1766* NAVD 88     -       374.676  (meters)    1229.25   (feet)  ADJUSTED  
 KY1766  ___________________________________________________________________
 KY1766  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KY1766  DYNAMIC HT  -         374.496 (meters)    1228.66  (feet)  COMP
 KY1766  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 KY1766
 KY1766  VERT ORDER  -  SECOND    CLASS 0
 KY1766
 KY1766.The horizontal coordinates were scaled from a topographic map and have
 KY1766.an estimated accuracy of +/- 6 seconds.
 KY1766
 KY1766.The orthometric height was determined by differential leveling
 KY1766.and adjusted by the National Geodetic Survey in June 1991..
 KY1766.WARNING-Repeat measurements at this control monument indicate possible
 KY1766.vertical movement.
 KY1766
 KY1766.The geoid height was determined by GEOID03.
 KY1766
 KY1766.The dynamic height is computed by dividing the NAVD 88
 KY1766.geopotential number by the normal gravity value computed on the
 KY1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1766.degrees latitude (g = 980.6199 gals.).
 KY1766
 KY1766.The modeled gravity was interpolated from observed gravity values.
 KY1766
 KY1766;                    North         East    Units  Estimated Accuracy
 KY1766;SPC OH N     -   104,390.      664,770.      MT  (+/- 180 meters Scaled)
 KY1766
 KY1766                          SUPERSEDED SURVEY CONTROL
 KY1766
 KY1766  NGVD 29 (??/??/92)  374.883  (m)         1229.93   (f) ADJ UNCH    2 0
 KY1766
 KY1766.Superseded values are not recommended for survey control.
 KY1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1766.See file dsdata.txt to determine how the superseded data were derived.
 KY1766
 KY1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME378950(NAD 83)
 KY1766_MARKER: Q = CHISELED SQUARE
 KY1766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1766_SP_SET: CULVERT
 KY1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1766
 KY1766  HISTORY     - Date     Condition        Report By
 KY1766  HISTORY     - UNK      MONUMENTED       OHDT
 KY1766  HISTORY     - 1959     GOOD             NGS
 KY1766
 KY1766                          STATION DESCRIPTION
 KY1766
 KY1766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1766'4.5 MI NE FROM BERLIN.
 KY1766'ABOUT 4.5 MILES NORTHEAST ALONG U.S. HIGHWAY 62 FROM THE
 KY1766'JUNCTION OF STATE HIGHWAY 39 AT BERLIN, 0.4 MILE NORTHWEST OF
 KY1766'THE TOP OF GRADE AND THE PLEASANT VIEW CONSERVATIVE MENNONITE
 KY1766'CHURCH, 0.2 MILE SOUTHEAST OF THE BOTTOM OF GRADE AND THE
 KY1766'INTERSECTION OF ROAD 178, 20 1/2 FEET SOUTHEAST OF THE CENTER LINE
 KY1766'OF THE HIGHWAY AND ON THE INSIDE OF A CURVE, 54 FEET SOUTHWEST
 KY1766'OF MILEPOST 32, ON TOP OF THE WEST CORNER OF AN ANGLE SHAPED
 KY1766'CONCRETE HEADWALL OF PIPE CULVERT NO. HOL 62 3198, AND ABOUT
 KY1766'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK CAN BE
 KY1766'REACHED BY GOING ABOUT 2.15 MILES SOUTHWEST ALONG U.S. HIGHWAY
 KY1766'62 FROM THE SCHOOL AT WINESBURG,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1295 ***********************************************************************
 KY1295  DESIGNATION -  1232
 KY1295  PID         -  KY1295
 KY1295  STATE/COUNTY-  OH/STARK
 KY1295  USGS QUAD   -  LIMAVILLE (1994)
 KY1295
 KY1295                         *CURRENT SURVEY CONTROL
 KY1295  ___________________________________________________________________
 KY1295* NAD 83(1986)-  40 53 09.     (N)    081 08 12.     (W)     SCALED    
 KY1295* NAVD 88     -       375.104  (meters)    1230.65   (feet)  ADJUSTED  
 KY1295  ___________________________________________________________________
 KY1295  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KY1295  DYNAMIC HT  -         374.925 (meters)    1230.07  (feet)  COMP
 KY1295  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 KY1295
 KY1295  VERT ORDER  -  SECOND    CLASS 0
 KY1295
 KY1295.The horizontal coordinates were scaled from a topographic map and have
 KY1295.an estimated accuracy of +/- 6 seconds.
 KY1295
 KY1295.The orthometric height was determined by differential leveling
 KY1295.and adjusted by the National Geodetic Survey in June 1991..
 KY1295
 KY1295.The geoid height was determined by GEOID03.
 KY1295
 KY1295.The dynamic height is computed by dividing the NAVD 88
 KY1295.geopotential number by the normal gravity value computed on the
 KY1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1295.degrees latitude (g = 980.6199 gals.).
 KY1295
 KY1295.The modeled gravity was interpolated from observed gravity values.
 KY1295
 KY1295;                    North         East    Units  Estimated Accuracy
 KY1295;SPC OH N     -   136,280.      714,890.      MT  (+/- 180 meters Scaled)
 KY1295
 KY1295                          SUPERSEDED SURVEY CONTROL
 KY1295
 KY1295  NGVD 29 (??/??/92)  375.264  (m)         1231.18   (f) ADJ UNCH    2 0
 KY1295
 KY1295.Superseded values are not recommended for survey control.
 KY1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1295.See file dsdata.txt to determine how the superseded data were derived.
 KY1295
 KY1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF884260(NAD 83)
 KY1295_MARKER: X = CHISELED CROSS
 KY1295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1295_SP_SET: STEPS
 KY1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1295
 KY1295  HISTORY     - Date     Condition        Report By
 KY1295  HISTORY     - 1934     MONUMENTED       OHDT
 KY1295  HISTORY     - 1934     GOOD             NGS
 KY1295  HISTORY     - 19930427 MARK NOT FOUND   OHDT
 KY1295  HISTORY     - 20060803 MARK NOT FOUND   GEOCAC
 KY1295
 KY1295                          STATION DESCRIPTION
 KY1295
 KY1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1295'4.4 MI N FROM FREEBURG.
 KY1295'4.4 MILES NORTH ALONG THE ALLIANCE BRANCH OF THE NEW YORK CENTRAL
 KY1295'RAILROAD FROM THE STATION AT FREEBURG, STARK COUNTY, 150 YARDS
 KY1295'SOUTHEAST OF THE CENTER OF THE BEECHWOOD ROAD CROSSING, 14.8
 KY1295'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BEECHWOOD UNITED
 KY1295'BRETHERN CHURCH, AT THE SOUTH FLIGHT OF CONCRETE STEPS LEADING
 KY1295'FROM THE ROAD LEVEL, ON THE SOUTHEAST CORNER OF THE COPING
 KY1295'SURROUNDING THE STEPS, ABOUT 8 YARDS EAST OF THE CENTERLINE OF
 KY1295'BEECHWOOD ROAD, AND ABOUT 5 FEET HIGHER THAN THE ROAD GRADE.  A
 KY1295'CHISELED CROSS.
 KY1295
 KY1295                          STATION RECOVERY (1993)
 KY1295
 KY1295'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (SJ)
 KY1295'--------REPORT BY ODOT-------YEAR 1993------CONDITION - UNKNOWN
 KY1295' 
 KY1295'NOTE** CROSS BELIEVED DESTROYED, STEPS HAVE BEEN REMOVED.
 KY1295
 KY1295                          STATION RECOVERY (2006)
 KY1295
 KY1295'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1427 ***********************************************************************
 KY1427  DESIGNATION -  1237
 KY1427  PID         -  KY1427
 KY1427  STATE/COUNTY-  OH/GUERNSEY
 KY1427  USGS QUAD   -  FAIRVIEW (1994)
 KY1427
 KY1427                         *CURRENT SURVEY CONTROL
 KY1427  ___________________________________________________________________
 KY1427* NAD 83(1986)-  40 03 23.     (N)    081 13 53.     (W)     SCALED    
 KY1427* NAVD 88     -       376.998  (meters)    1236.87   (feet)  POSTED    
 KY1427  ___________________________________________________________________
 KY1427  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY1427  DYNAMIC HT  -         376.790 (meters)    1236.19  (feet)  COMP
 KY1427  MODELED GRAV-     980,054.1   (mgal)                       NAVD 88
 KY1427
 KY1427  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY1427
 KY1427.The horizontal coordinates were scaled from a topographic map and have
 KY1427.an estimated accuracy of +/- 6 seconds.
 KY1427
 KY1427.The orthometric height was determined by differential leveling
 KY1427.and adjusted by the National Geodetic Survey in 1992..
 KY1427.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY1427.rate of 0.0 thru 1.0 mm/km.
 KY1427
 KY1427.The geoid height was determined by GEOID03.
 KY1427
 KY1427.The dynamic height is computed by dividing the NAVD 88
 KY1427.geopotential number by the normal gravity value computed on the
 KY1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1427.degrees latitude (g = 980.6199 gals.).
 KY1427
 KY1427.The modeled gravity was interpolated from observed gravity values.
 KY1427
 KY1427;                    North         East    Units  Estimated Accuracy
 KY1427;SPC OH S     -   229,050.      708,240.      MT  (+/- 180 meters Scaled)
 KY1427
 KY1427                          SUPERSEDED SURVEY CONTROL
 KY1427
 KY1427  NGVD 29 (??/??/92)  377.194  (m)         1237.51   (f) ADJ UNCH    2 0
 KY1427
 KY1427.Superseded values are not recommended for survey control.
 KY1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1427.See file dsdata.txt to determine how the superseded data were derived.
 KY1427
 KY1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME802340(NAD 83)
 KY1427_MARKER: DD = SURVEY DISK
 KY1427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1427_SP_SET: STONE BLOCK
 KY1427_STAMPING: 1237 STBNVLE
 KY1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1427
 KY1427  HISTORY     - Date     Condition        Report By
 KY1427  HISTORY     - UNK      MONUMENTED       USGS
 KY1427  HISTORY     - 1934     GOOD             NGS
 KY1427
 KY1427                          STATION DESCRIPTION
 KY1427
 KY1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1427'AT FAIRVIEW.
 KY1427'AT FAIRVIEW, GUERNSEY COUNTY, ON U.S. HIGHWAY 40, AT THE UNITED
 KY1427'PRESBYTERIAN CHURCH, 8 YARDS NORTHEAST OF THE EAST CORNER,
 KY1427'1 YARD NORTH OF THE NORTH EDGE OF THE BRICK SIDEWALK, IN THE
 KY1427'TOP OF A STONE BLOCK, 8 YARDS SOUTH OF THE CENTERLINE OF THE
 KY1427'HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A UNITED
 KY1427'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1237 STBNVLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0822 ***********************************************************************
 JX0822  DESIGNATION -  1240
 JX0822  PID         -  JX0822
 JX0822  STATE/COUNTY-  OH/MONROE
 JX0822  USGS QUAD   -  LEWISVILLE (1994)
 JX0822
 JX0822                         *CURRENT SURVEY CONTROL
 JX0822  ___________________________________________________________________
 JX0822* NAD 83(1986)-  39 45 53.     (N)    081 13 06.     (W)     SCALED    
 JX0822* NAVD 88     -       377.885  (meters)    1239.78   (feet)  ADJUSTED  
 JX0822  ___________________________________________________________________
 JX0822  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JX0822  DYNAMIC HT  -         377.669 (meters)    1239.07  (feet)  COMP
 JX0822  MODELED GRAV-     980,041.6   (mgal)                       NAVD 88
 JX0822
 JX0822  VERT ORDER  -  SECOND    CLASS 0
 JX0822
 JX0822.The horizontal coordinates were scaled from a topographic map and have
 JX0822.an estimated accuracy of +/- 6 seconds.
 JX0822
 JX0822.The orthometric height was determined by differential leveling
 JX0822.and adjusted by the National Geodetic Survey in June 1991..
 JX0822
 JX0822.The geoid height was determined by GEOID03.
 JX0822
 JX0822.The dynamic height is computed by dividing the NAVD 88
 JX0822.geopotential number by the normal gravity value computed on the
 JX0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0822.degrees latitude (g = 980.6199 gals.).
 JX0822
 JX0822.The modeled gravity was interpolated from observed gravity values.
 JX0822
 JX0822;                    North         East    Units  Estimated Accuracy
 JX0822;SPC OH S     -   196,690.      709,810.      MT  (+/- 180 meters Scaled)
 JX0822
 JX0822                          SUPERSEDED SURVEY CONTROL
 JX0822
 JX0822  NGVD 29 (??/??/92)  378.060  (m)         1240.35   (f) ADJ UNCH    2 0
 JX0822
 JX0822.Superseded values are not recommended for survey control.
 JX0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0822.See file dsdata.txt to determine how the superseded data were derived.
 JX0822
 JX0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME812016(NAD 83)
 JX0822_MARKER: DD = SURVEY DISK
 JX0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0822_SP_SET: BUILDING
 JX0822_STAMPING: 1240 STBNVLE
 JX0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0822
 JX0822  HISTORY     - Date     Condition        Report By
 JX0822  HISTORY     - UNK      MONUMENTED       USGS
 JX0822  HISTORY     - 1934     GOOD             NGS
 JX0822
 JX0822                          STATION DESCRIPTION
 JX0822
 JX0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JX0822'AT LEWISVILLE.
 JX0822'AT LEWISVILLE, MONROE COUNTY, AT THE INTERSECTION OF STATE HIGHWAY
 JX0822'145 AND BACK STREET, AT A TWO-STORY FRAME STORE, IN THE NORTH
 JX0822'FOUNDATION WALL, 14 YARDS SOUTHEAST OF THE CENTER OF THE INTERSECTION,
 JX0822'10 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, 1-1/2 FEET
 JX0822'SOUTH OF THE SOUTH EDGE OF THE SIDEWALK ON BACK STREET, AND ABOUT
 JX0822'3-1/2-FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 JX0822'STANDARD DISK, STAMPED 1240 STBNVLE AND SET VERTICALLY.
 JX0822'NOTE-- THE FOUNDATION HAS BEEN RESET AND THE ORIGINAL POSITION
 JX0822'OF THE BENCH MARK CHANGED SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1422 ***********************************************************************
 KY1422  DESIGNATION -  1267.44
 KY1422  PID         -  KY1422
 KY1422  STATE/COUNTY-  OH/BELMONT
 KY1422  USGS QUAD   -  BETHESDA (1978)
 KY1422
 KY1422                         *CURRENT SURVEY CONTROL
 KY1422  ___________________________________________________________________
 KY1422* NAD 83(1986)-  40 03 37.     (N)    081 05 16.     (W)     SCALED    
 KY1422* NAVD 88     -       386.055  (meters)    1266.58   (feet)  POSTED    
 KY1422  ___________________________________________________________________
 KY1422  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY1422  DYNAMIC HT  -         385.840 (meters)    1265.88  (feet)  COMP
 KY1422  MODELED GRAV-     980,054.5   (mgal)                       NAVD 88
 KY1422
 KY1422  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY1422
 KY1422.The horizontal coordinates were scaled from a topographic map and have
 KY1422.an estimated accuracy of +/- 6 seconds.
 KY1422
 KY1422.The orthometric height was determined by differential leveling
 KY1422.and adjusted by the National Geodetic Survey in 1992..
 KY1422.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY1422.rate of 0.0 thru 1.0 mm/km.
 KY1422
 KY1422.The geoid height was determined by GEOID03.
 KY1422
 KY1422.The dynamic height is computed by dividing the NAVD 88
 KY1422.geopotential number by the normal gravity value computed on the
 KY1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1422.degrees latitude (g = 980.6199 gals.).
 KY1422
 KY1422.The modeled gravity was interpolated from observed gravity values.
 KY1422
 KY1422;                    North         East    Units  Estimated Accuracy
 KY1422;SPC OH S     -   229,670.      720,490.      MT  (+/- 180 meters Scaled)
 KY1422
 KY1422                          SUPERSEDED SURVEY CONTROL
 KY1422
 KY1422  NGVD 29 (??/??/92)  386.242  (m)         1267.20   (f) ADJ UNCH    2 0
 KY1422
 KY1422.Superseded values are not recommended for survey control.
 KY1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1422.See file dsdata.txt to determine how the superseded data were derived.
 KY1422
 KY1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME925344(NAD 83)
 KY1422_MARKER: Q = CHISELED SQUARE
 KY1422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1422_SP_SET: STEP
 KY1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1422
 KY1422  HISTORY     - Date     Condition        Report By
 KY1422  HISTORY     - UNK      MONUMENTED       OHDT
 KY1422  HISTORY     - 1934     GOOD             NGS
 KY1422
 KY1422                          STATION DESCRIPTION
 KY1422
 KY1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1422'1 MI W FROM MORRISTOWN.
 KY1422'1.0 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KY1422'MORRISTOWN, BELMONT COUNTY, 40 YARDS WEST OF THE NORTHWEST
 KY1422'CORNER OF THE SHEPHERD OF THE HILLS SERVICE STATION AND STORE
 KY1422'IN 1934, 25 YARDS WEST OF A POLE, AT THE J.J. SHEPHERD BRICK
 KY1422'RESIDENCE, IN THE TOP OF THE FRONT STEP, AND 15 YARDS SOUTH
 KY1422'OF THE HIGHWAY.  A 2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0678 ***********************************************************************
 JZ0678  DESIGNATION -  127
 JZ0678  PID         -  JZ0678
 JZ0678  STATE/COUNTY-  OH/HAMILTON
 JZ0678  USGS QUAD   -  COVINGTON (1987)
 JZ0678
 JZ0678                         *CURRENT SURVEY CONTROL
 JZ0678  ___________________________________________________________________
 JZ0678* NAD 83(1986)-  39 06 12.     (N)    084 33 15.     (W)     SCALED    
 JZ0678* NAVD 88     -       157.397  (meters)     516.39   (feet)  ADJUSTED  
 JZ0678  ___________________________________________________________________
 JZ0678  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0678  DYNAMIC HT  -         157.297 (meters)     516.07  (feet)  COMP
 JZ0678  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JZ0678
 JZ0678  VERT ORDER  -  FIRST     CLASS II
 JZ0678
 JZ0678.The horizontal coordinates were scaled from a topographic map and have
 JZ0678.an estimated accuracy of +/- 6 seconds.
 JZ0678
 JZ0678.The orthometric height was determined by differential leveling
 JZ0678.and adjusted by the National Geodetic Survey in June 1991..
 JZ0678.WARNING-Repeat measurements at this control monument indicate possible
 JZ0678.vertical movement.
 JZ0678
 JZ0678.The geoid height was determined by GEOID03.
 JZ0678
 JZ0678.The dynamic height is computed by dividing the NAVD 88
 JZ0678.geopotential number by the normal gravity value computed on the
 JZ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0678.degrees latitude (g = 980.6199 gals.).
 JZ0678
 JZ0678.The modeled gravity was interpolated from observed gravity values.
 JZ0678
 JZ0678;                    North         East    Units  Estimated Accuracy
 JZ0678;SPC OH S     -   124,510.      422,340.      MT  (+/- 180 meters Scaled)
 JZ0678
 JZ0678                          SUPERSEDED SURVEY CONTROL
 JZ0678
 JZ0678  NGVD 29 (08/25/92)  157.563  (m)          516.94   (f) ADJUSTED    1 2
 JZ0678
 JZ0678.Superseded values are not recommended for survey control.
 JZ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0678.See file dsdata.txt to determine how the superseded data were derived.
 JZ0678
 JZ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ114310(NAD 83)
 JZ0678_MARKER: DT = TOPOGRAPHIC STATION DISK
 JZ0678_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0678_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0678_STAMPING: 127
 JZ0678_MARK LOGO: OH1610
 JZ0678_PROJECTION: FLUSH
 JZ0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0678+STABILITY: SURFACE MOTION
 JZ0678
 JZ0678  HISTORY     - Date     Condition        Report By
 JZ0678  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0678  HISTORY     - 1947     GOOD             NGS
 JZ0678  HISTORY     - 1986     GOOD             NGS
 JZ0678  HISTORY     - 19900920 GOOD             WOOLPT
 JZ0678  HISTORY     - 19911210 GOOD             WOOLPT
 JZ0678
 JZ0678                          STATION DESCRIPTION
 JZ0678
 JZ0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0678'AT CINCINNATI.
 JZ0678'AT CINCINNATI, AT THE JUNCTION OF STATE AVENUE AND STORRS STREET,
 JZ0678'9.5 FEET WEST OF THE WEST CURB OF STATE AVENUE, 10.2 FEET SOUTH OF
 JZ0678'THE EXTENDED NORTH CURB OF STORRS STREET, IN FRONT OF HOUSE 675,
 JZ0678'A CONCRETE POST SET FLUSH WITH THE SIDEWALK.
 JZ0678
 JZ0678                          STATION RECOVERY (1986)
 JZ0678
 JZ0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0678'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JZ0678'CINCINNATI, AT THE INTERSECTION OF STATE AVENUE AND STORRS STREET,
 JZ0678'8.1 M (26.6 FT) WEST OF THE CENTERLINE OF THE AVENUE, 6.0 M (19.7 FT)
 JZ0678'NORTH OF THE NORTHEAST CORNER OF A HOUSE AT 673 STATE AVENUE, 3.1 M
 JZ0678'(10.2 FT) SOUTHWEST OF UTILITY POLE NUMBER M6-2436, AND 1.6 M (5.2 FT)
 JZ0678'SOUTH OF THE EXTENDED CENTER OF THE STREET. NOTE--THE MONUMENT IS NOW
 JZ0678'FLUSH WITH AND SURROUNDED BY A SIDEWALK.
 JZ0678'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 JZ0678
 JZ0678                          STATION RECOVERY (1990)
 JZ0678
 JZ0678'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0678'RECOVERED IN GOOD CONDITION.
 JZ0678
 JZ0678                          STATION RECOVERY (1991)
 JZ0678
 JZ0678'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1994 ***********************************************************************
 KY1994  DESIGNATION -  1285
 KY1994  PID         -  KY1994
 KY1994  STATE/COUNTY-  OH/HOLMES
 KY1994  USGS QUAD   -  BERLIN (1994)
 KY1994
 KY1994                         *CURRENT SURVEY CONTROL
 KY1994  ___________________________________________________________________
 KY1994* NAD 83(1986)-  40 37 27.     (N)    081 47 13.     (W)     SCALED    
 KY1994* NAVD 88     -       391.248  (meters)    1283.62   (feet)  ADJUSTED  
 KY1994  ___________________________________________________________________
 KY1994  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KY1994  DYNAMIC HT  -         391.061 (meters)    1283.01  (feet)  COMP
 KY1994  MODELED GRAV-     980,134.8   (mgal)                       NAVD 88
 KY1994
 KY1994  VERT ORDER  -  SECOND    CLASS 0
 KY1994
 KY1994.The horizontal coordinates were scaled from a topographic map and have
 KY1994.an estimated accuracy of +/- 6 seconds.
 KY1994
 KY1994.The orthometric height was determined by differential leveling
 KY1994.and adjusted by the National Geodetic Survey in June 1991..
 KY1994
 KY1994.The geoid height was determined by GEOID03.
 KY1994
 KY1994.The dynamic height is computed by dividing the NAVD 88
 KY1994.geopotential number by the normal gravity value computed on the
 KY1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1994.degrees latitude (g = 980.6199 gals.).
 KY1994
 KY1994.The modeled gravity was interpolated from observed gravity values.
 KY1994
 KY1994;                    North         East    Units  Estimated Accuracy
 KY1994;SPC OH N     -   106,570.      660,330.      MT  (+/- 180 meters Scaled)
 KY1994
 KY1994                          SUPERSEDED SURVEY CONTROL
 KY1994
 KY1994  NGVD 29 (??/??/92)  391.456  (m)         1284.30   (f) ADJ UNCH    2 0
 KY1994
 KY1994.Superseded values are not recommended for survey control.
 KY1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1994.See file dsdata.txt to determine how the superseded data were derived.
 KY1994
 KY1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME334973(NAD 83)
 KY1994_MARKER: P = PIPE CAP
 KY1994_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY1994_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KY1994_STAMPING: 1285 OHIO
 KY1994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1994
 KY1994  HISTORY     - Date     Condition        Report By
 KY1994  HISTORY     - UNK      MONUMENTED       USGS
 KY1994  HISTORY     - 1959     GOOD             NGS
 KY1994
 KY1994                          STATION DESCRIPTION
 KY1994
 KY1994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1994'AT MT HOPE.
 KY1994'AT MT. HOPE, ABOUT 50 YARDS NORTHWEST OF AND ACROSS STATE HIGHWAY
 KY1994'241 FROM THE NORTHWEST CORNER OF ST. JOHNS LUTHERAN CHURCH, 15
 KY1994'FEET NORTH OF THE NORTH CURB LINE OF THE HIGHWAY, 19 FEET
 KY1994'SOUTHWEST OF THE SOUTHWEST CORNER OF THE METHODIST CHURCH, 1
 KY1994'FOOT EAST OF A FENCE CORNER, ABOUT LEVEL WITH THE HIGHWAY, AND IS
 KY1994'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE SET IN CONCRETE AND
 KY1994'PROJECTING 2 INCHES.  THIS MARK WAS REPORTED AS BEING RESET BY
 KY1994'LOCAL RESIDENCE WHEN IT WAS FOUND PULLED OUT OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1131 ***********************************************************************
 KZ1131  DESIGNATION -  1287
 KZ1131  PID         -  KZ1131
 KZ1131  STATE/COUNTY-  OH/RICHLAND
 KZ1131  USGS QUAD   -  MANSFIELD SOUTH (1984)
 KZ1131
 KZ1131                         *CURRENT SURVEY CONTROL
 KZ1131  ___________________________________________________________________
 KZ1131* NAD 83(1986)-  40 43 57.     (N)    082 34 11.     (W)     SCALED    
 KZ1131* NAVD 88     -       391.831  (meters)    1285.53   (feet)  ADJUSTED  
 KZ1131  ___________________________________________________________________
 KZ1131  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ1131  DYNAMIC HT  -         391.638 (meters)    1284.90  (feet)  COMP
 KZ1131  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 KZ1131
 KZ1131  VERT ORDER  -  SECOND    CLASS 0
 KZ1131
 KZ1131.The horizontal coordinates were scaled from a topographic map and have
 KZ1131.an estimated accuracy of +/- 6 seconds.
 KZ1131
 KZ1131.The orthometric height was determined by differential leveling
 KZ1131.and adjusted by the National Geodetic Survey in June 1991..
 KZ1131
 KZ1131.The geoid height was determined by GEOID03.
 KZ1131
 KZ1131.The dynamic height is computed by dividing the NAVD 88
 KZ1131.geopotential number by the normal gravity value computed on the
 KZ1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1131.degrees latitude (g = 980.6199 gals.).
 KZ1131
 KZ1131.The modeled gravity was interpolated from observed gravity values.
 KZ1131
 KZ1131;                    North         East    Units  Estimated Accuracy
 KZ1131;SPC OH N     -   118,360.      594,110.      MT  (+/- 180 meters Scaled)
 KZ1131
 KZ1131                          SUPERSEDED SURVEY CONTROL
 KZ1131
 KZ1131  NGVD 29 (??/??/92)  391.99   (m)         1286.1    (f) COMPUTED    2 0
 KZ1131
 KZ1131.Superseded values are not recommended for survey control.
 KZ1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1131.See file dsdata.txt to determine how the superseded data were derived.
 KZ1131
 KZ1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF674102(NAD 83)
 KZ1131_MARKER: P = PIPE CAP
 KZ1131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1131_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1131_STAMPING: 1287 OHIO
 KZ1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1131
 KZ1131  HISTORY     - Date     Condition        Report By
 KZ1131  HISTORY     - UNK      MONUMENTED       USGS
 KZ1131  HISTORY     - 1959     GOOD             NGS
 KZ1131  HISTORY     - 20040517 MARK NOT FOUND   USPSQD
 KZ1131
 KZ1131                          STATION DESCRIPTION
 KZ1131
 KZ1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1131'AT ALTA.
 KZ1131'AT ALTA, RICHLAND COUNTY, 130 FEET SOUTH OF THE BALTIMORE AND OHIO
 KZ1131'RAILROAD STATION SIGNBOARD, 100 FEET EAST OF THE ALTA LUMBER AND
 KZ1131'SUPPLY CO. MAIN BUILDING, 44 FEET EAST OF THE EAST RAIL OF THE
 KZ1131'MAIN TRACK, 26 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 17,
 KZ1131'17 FEET SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT WING WALL,
 KZ1131'16 FEET WEST OF A POLE, AND ABOUT ONE FOOT LOWER THAN THE TRACK.
 KZ1131'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1287 OHIO
 KZ1131'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT
 KZ1131'6 INCHES ABOVE GROUND.
 KZ1131
 KZ1131                          STATION RECOVERY (2004)
 KZ1131
 KZ1131'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1131'NO POLE OR WINGWALL AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1662 ***********************************************************************
 KZ1662  DESIGNATION -  129 A
 KZ1662  PID         -  KZ1662
 KZ1662  STATE/COUNTY-  OH/LOGAN
 KZ1662  USGS QUAD   -  BELLEFONTAINE (1988)
 KZ1662
 KZ1662                         *CURRENT SURVEY CONTROL
 KZ1662  ___________________________________________________________________
 KZ1662* NAD 83(1986)-  40 21 23.     (N)    083 46 26.     (W)     SCALED    
 KZ1662* NAVD 88     -       363.738  (meters)    1193.36   (feet)  ADJUSTED  
 KZ1662  ___________________________________________________________________
 KZ1662  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KZ1662  DYNAMIC HT  -         363.546 (meters)    1192.73  (feet)  COMP
 KZ1662  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 KZ1662
 KZ1662  VERT ORDER  -  SECOND    CLASS 0
 KZ1662
 KZ1662.The horizontal coordinates were scaled from a topographic map and have
 KZ1662.an estimated accuracy of +/- 6 seconds.
 KZ1662
 KZ1662.The orthometric height was determined by differential leveling
 KZ1662.and adjusted by the National Geodetic Survey in June 1991..
 KZ1662
 KZ1662.The geoid height was determined by GEOID03.
 KZ1662
 KZ1662.The dynamic height is computed by dividing the NAVD 88
 KZ1662.geopotential number by the normal gravity value computed on the
 KZ1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1662.degrees latitude (g = 980.6199 gals.).
 KZ1662
 KZ1662.The modeled gravity was interpolated from observed gravity values.
 KZ1662
 KZ1662;                    North         East    Units  Estimated Accuracy
 KZ1662;SPC OH N     -    77,380.      491,790.      MT  (+/- 180 meters Scaled)
 KZ1662
 KZ1662                          SUPERSEDED SURVEY CONTROL
 KZ1662
 KZ1662  NGVD 29 (??/??/92)  363.946  (m)         1194.05   (f) ADJ UNCH    2 0
 KZ1662
 KZ1662.Superseded values are not recommended for survey control.
 KZ1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1662.See file dsdata.txt to determine how the superseded data were derived.
 KZ1662
 KZ1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE644710(NAD 83)
 KZ1662_MARKER: B = BOLT
 KZ1662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1662_SP_SET: BRIDGE
 KZ1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1662
 KZ1662  HISTORY     - Date     Condition        Report By
 KZ1662  HISTORY     - UNK      MONUMENTED       PCRR
 KZ1662  HISTORY     - 1934     GOOD             NGS
 KZ1662
 KZ1662                          STATION DESCRIPTION
 KZ1662
 KZ1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1662'0.9 MI W FROM BELLEFONTAINE.
 KZ1662'0.9 MILE WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KZ1662'ST. LOUIS RAILWAY FROM THE STATION AT BELLEFONTAINE, IN THE
 KZ1662'TOP OF THE NORTH END OF THE EAST HEADWALL OF CONCRETE BRIDGE
 KZ1662'129 A, 8.2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1-1/2 FEET
 KZ1662'LOWER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6781 ***********************************************************************
 AI6781  DESIGNATION -  12A
 AI6781  PID         -  AI6781
 AI6781  STATE/COUNTY-  OH/CLINTON
 AI6781  USGS QUAD   -  BLANCHESTER (1974)
 AI6781
 AI6781                         *CURRENT SURVEY CONTROL
 AI6781  ___________________________________________________________________
 AI6781* NAD 83(1995)-  39 16 46.38317(N)    083 58 37.12699(W)     ADJUSTED  
 AI6781* NAVD 88     -       295.0    (meters)     968.     (feet)  GPS OBS   
 AI6781  ___________________________________________________________________
 AI6781  X           -     518,757.903 (meters)                     COMP
 AI6781  Y           -  -4,916,648.563 (meters)                     COMP
 AI6781  Z           -   4,016,553.829 (meters)                     COMP
 AI6781  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 AI6781  ELLIP HEIGHT-         261.65  (meters)          (10/07/05) GPS OBS
 AI6781  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AI6781
 AI6781  HORZ ORDER  -  FIRST
 AI6781  ELLP ORDER  -  THIRD     CLASS II
 AI6781
 AI6781.The horizontal coordinates were established by GPS observations
 AI6781.and adjusted by the National Geodetic Survey in August 2000..
 AI6781
 AI6781.The orthometric height was determined by GPS observations and a
 AI6781.high-resolution geoid model.
 AI6781
 AI6781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6781
 AI6781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6781
 AI6781.The ellipsoidal height was determined by GPS observations
 AI6781.and is referenced to NAD 83.
 AI6781
 AI6781.The geoid height was determined by GEOID03.
 AI6781
 AI6781;                    North         East     Units Scale Factor Converg.
 AI6781;SPC OH S     -   143,089.063   472,573.187   MT  0.99993757   -0 56 13.8
 AI6781;UTM  17      - 4,352,025.000   243,212.393   MT  1.00041198   -1 53 08.8
 AI6781;UTM  16      - 4,352,156.793   760,759.694   MT  1.00043729   +1 54 53.9
 AI6781
 AI6781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6781!SPC OH S     -   0.99995895  x   0.99993757  =   0.99989652
 AI6781!UTM  17      -   0.99995895  x   1.00041198  =   1.00037091
 AI6781!UTM  16      -   0.99995895  x   1.00043729  =   1.00039622
 AI6781
 AI6781|---------------------------------------------------------------------|
 AI6781| PID    Reference Object                     Distance      Geod. Az  |
 AI6781|                                                           dddmmss.s |
 AI6781| AI6751 12                                  309.445 METERS 15851     |
 AI6781|---------------------------------------------------------------------|
 AI6781
 AI6781                          SUPERSEDED SURVEY CONTROL
 AI6781
 AI6781  ELLIP H (08/02/00)  261.66   (m)                       GP(       ) 3 2
 AI6781
 AI6781.Superseded values are not recommended for survey control.
 AI6781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6781.See file dsdata.txt to determine how the superseded data were derived.
 AI6781
 AI6781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4321252025(NAD 83)
 AI6781_MARKER: DD = SURVEY DISK
 AI6781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6781_STAMPING: GPS 12A 2000
 AI6781_MARK LOGO: OH-027
 AI6781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6781+STABILITY: SURFACE MOTION
 AI6781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6781+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6781
 AI6781  HISTORY     - Date     Condition        Report By
 AI6781  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6781
 AI6781                          STATION DESCRIPTION
 AI6781
 AI6781'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6781'THE STATION IS LOCATED APPROXIMATELY 14.5 MI (23.3 KM) SOUTHWEST OF
 AI6781'WILMINGTON, APPROXIMATELY 8.75 MI (14.08 KM) SOUTH-SOUTHEAST OF
 AI6781'CLARKSVILLE, AND 0.95 MI (1.53 KM) SOUTHEAST OF BLANCHESTER.  THE
 AI6781'STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE STATE ROUTE 123 AND
 AI6781'ROSEWOOD ROAD INTERSECTION.
 AI6781'TO REACH THE STATION FROM BLANCHESTER, PROCEED SOUTH ALONG SR 123 FROM
 AI6781'THE JUNCTION OF SR 28/SR 123, THE STATION IS APPROXIMATELY 1.1 MI (1.8
 AI6781'KM) ON THE LEFT AFTER THE INTERSECTION OF ROSEWOOE ROAD.
 AI6781'THE STATION IS LOCATED APPROXIMATELY 15.72 M (51.57 FT) SOUTHWEST OF
 AI6781'THE--SPEED LIMIT 25--SIGN, 7.13 M (23.39 FT) EAST OF THE CENTERLINE OF
 AI6781'ROUTE 123, 6.15 M (20.18 FT) SOUTH OF THE CENTERLINE OF ROSEWOOD
 AI6781'DRIVE, AND 4.22 M (13.85 FT) SOUTH OF THE MANHOLE.  THE STATION IS A
 AI6781'STANDARD CLINTON COUNTY DISK SET IN A ROUND CONCRETE MONUMENT AND
 AI6781'STAMPED--GPS 12A 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE OF
 AI6781'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6036 ***********************************************************************
 AB6036  CBN         -  This is a Cooperative Base Network Control Station.
 AB6036  PACS        -  This is a Primary Airport Control Station.
 AB6036  DESIGNATION -  12G A
 AB6036  PID         -  AB6036
 AB6036  STATE/COUNTY-  OH/RICHLAND
 AB6036  USGS QUAD   -  CRESTLINE (1982)
 AB6036
 AB6036                         *CURRENT SURVEY CONTROL
 AB6036  ___________________________________________________________________
 AB6036* NAD 83(1995)-  40 52 26.93339(N)    082 42 00.97058(W)     ADJUSTED  
 AB6036* NAVD 88     -       340.55   (meters)    1117.3    (feet)  GPS OBS   
 AB6036  ___________________________________________________________________
 AB6036  X           -     613,697.005 (meters)                     COMP
 AB6036  Y           -  -4,790,833.440 (meters)                     COMP
 AB6036  Z           -   4,152,065.621 (meters)                     COMP
 AB6036  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 AB6036  ELLIP HEIGHT-         306.30  (meters)          (03/08/05) GPS OBS
 AB6036  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AB6036
 AB6036  HORZ ORDER  -  B
 AB6036  ELLP ORDER  -  FOURTH    CLASS II
 AB6036
 AB6036.This mark is at Shelby Community Airport (12G)
 AB6036
 AB6036.The horizontal coordinates were established by GPS observations
 AB6036.and adjusted by the National Geodetic Survey in August 1996..
 AB6036
 AB6036.The orthometric height was determined by GPS observations and a
 AB6036.high-resolution geoid model.
 AB6036
 AB6036.GPS derived orthometric heights for airport stations designated as
 AB6036.PACS or SACS are published to 2 decimal places.  This maintains
 AB6036.centimeter relative accuracy between the PACS and SACS.  It does
 AB6036.not indicate centimeter accuracy relative to other marks which are
 AB6036.part of the NAVD 88 network.
 AB6036
 AB6036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6036
 AB6036.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6036
 AB6036.The ellipsoidal height was determined by GPS observations
 AB6036.and is referenced to NAD 83.
 AB6036
 AB6036.The geoid height was determined by GEOID03.
 AB6036
 AB6036;                    North         East     Units Scale Factor Converg.
 AB6036;SPC OH N     -   134,105.096   583,119.217   MT  0.99994482   -0 07 53.6
 AB6036;UTM  17      - 4,526,177.804   356,730.015   MT  0.99985264   -1 06 46.2
 AB6036
 AB6036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6036!SPC OH N     -   0.99995196  x   0.99994482  =   0.99989678
 AB6036!UTM  17      -   0.99995196  x   0.99985264  =   0.99980460
 AB6036
 AB6036:                Primary Azimuth Mark                     Grid Az
 AB6036:SPC OH N     -  AMERITE                                  035 57 23.0
 AB6036:UTM  17      -  AMERITE                                  036 56 15.6
 AB6036
 AB6036|---------------------------------------------------------------------|
 AB6036| PID    Reference Object                     Distance      Geod. Az  |
 AB6036|                                                           dddmmss.s |
 AB6036| KZ1053 AMERITE                             415.618 METERS 0354929.4 |
 AB6036| KZ1052 AMERITE RM 1                        430.826 METERS 0375319.3 |
 AB6036| KZ1049 G 249                               APPROX. 0.5 KM 0440033.5 |
 AB6036| KZ1050 F 249                               473.063 METERS 0530030.4 |
 AB6036| KZ1051 AMERITE AZ MK                       443.443 METERS 1210630.3 |
 AB6036|---------------------------------------------------------------------|
 AB6036
 AB6036                          SUPERSEDED SURVEY CONTROL
 AB6036
 AB6036  ELLIP H (08/20/96)  306.31   (m)                       GP(       ) 4 2
 AB6036
 AB6036.Superseded values are not recommended for survey control.
 AB6036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6036.See file dsdata.txt to determine how the superseded data were derived.
 AB6036
 AB6036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5673026178(NAD 83)
 AB6036_MARKER: I = METAL ROD
 AB6036_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6036_STAMPING: FAA 12G A 1995
 AB6036_MARK LOGO: OHDT  
 AB6036_PROJECTION: FLUSH
 AB6036_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6036+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 AB6036_ROD/PIPE-DEPTH: 16.5 meters
 AB6036_SLEEVE-DEPTH  : 0.90 meters
 AB6036
 AB6036  HISTORY     - Date     Condition        Report By
 AB6036  HISTORY     - 1995     MONUMENTED       OHDT
 AB6036  HISTORY     - 19950828 GOOD             NGS
 AB6036  HISTORY     - 20040528 GOOD             USPSQD
 AB6036  HISTORY     - 20050915 GOOD             USPSQD
 AB6036
 AB6036                          STATION DESCRIPTION
 AB6036
 AB6036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6036'NOTE--THIS IS THE PAC STATION.  THE MARK LOCATED 3.2 KM (2.00 MI) WEST
 AB6036'OF SHELBY, 7.2 KM (4.45 MI) SOUTHEAST OF TIRO, ON WEST SIDE OF
 AB6036'PROPERTY OF THE AMERICAN TOWER COMPANY SOUTH OF THE POND AND EAST OF A
 AB6036'GRAVEL LANE.  IN SHARON TOWNSHIP, T 21 N, R 20 W, RICHLAND COUNTY.
 AB6036'OWNER--CLELAND WINGART, P.O.  BOX 29, SHELBY, OH.  44875.  PHONE
 AB6036'419-347-1185.  TO REACH FROM THE INTERSECTION OF STATE ROUTES 39 AND
 AB6036'96 AND STATE ROUTE 61 IN SHELBY, GO WEST ON COMBINED STATE ROUTES 39
 AB6036'AND 96 FOR 2.9 KM (1.80 MI) TO FUNK ROAD.  CONTINUE WEST ON STATE
 AB6036'ROUTES 39 AND 96 FOR 0.40 KM (0.25 MI) TO A LONG GRAVEL LANE ON THE
 AB6036'LEFT, 0.2 KM (0.10 MI) PAST THE AMERICAN TOWER COMPANY.  TURN LEFT ON
 AB6036'THE GRAVEL DRIVE FOR APPROXIMATELY 0.27 KM (0.15 MI) TO THE MARK ON
 AB6036'THE LEFT.  275.8 M (904.9 FT) SOUTH OF STATE ROUTES 39 AND 96, 94.5 M
 AB6036'(310.0 FT) SOUTH OF THE SOUTH EDGE OF THE POND, 18.3 M (60.0 FT) EAST
 AB6036'OF THE CENTER OF THE GRAVEL DRIVE.  THE MARK IS A 14 MM STAINLESS
 AB6036'STEEL ROD DRIVEN TO REFUSAL AT 16.5 M (54.1 FT) WITH A 0.9 M (3.0 FT)
 AB6036'GREASED SLEEVE, AND ENCASED IN A 127 MM PVC WITH AN ALUMINUM COVER
 AB6036'STAMPED --FAA 12G A 1995--, AND A REMOVABLE ALUMINUM LID.  SET FLUSH
 AB6036'WITH THE GROUND.  AN ORANGE CARSONITE WITNESS POST WAS SET 0.9 M (3.0
 AB6036'FT) SOUTH OF THE MARK.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A
 AB6036'CRITERIA.
 AB6036
 AB6036                          STATION RECOVERY (2004)
 AB6036
 AB6036'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB6036'WITNESS POST MISSING, CORRECT 60 FEET TO MIDDLE OF DRIVE TO 72 FEET TO
 AB6036'MIDDLE OF DRIVE.
 AB6036
 AB6036                          STATION RECOVERY (2005)
 AB6036
 AB6036'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB6036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1665 ***********************************************************************
 KY1665  DESIGNATION -  13
 KY1665  PID         -  KY1665
 KY1665  STATE/COUNTY-  OH/STARK
 KY1665  USGS QUAD   -  MASSILLON (1994)
 KY1665
 KY1665                         *CURRENT SURVEY CONTROL
 KY1665  ___________________________________________________________________
 KY1665* NAD 83(1986)-  40 47 53.     (N)    081 31 51.     (W)     SCALED    
 KY1665* NAVD 88     -       286.659  (meters)     940.48   (feet)  ADJUSTED  
 KY1665  ___________________________________________________________________
 KY1665  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KY1665  DYNAMIC HT  -         286.529 (meters)     940.05  (feet)  COMP
 KY1665  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 KY1665
 KY1665  VERT ORDER  -  FIRST     CLASS I
 KY1665
 KY1665.The horizontal coordinates were scaled from a topographic map and have
 KY1665.an estimated accuracy of +/- 6 seconds.
 KY1665
 KY1665.The orthometric height was determined by differential leveling
 KY1665.and adjusted by the National Geodetic Survey in June 1991..
 KY1665
 KY1665.The geoid height was determined by GEOID03.
 KY1665
 KY1665.The dynamic height is computed by dividing the NAVD 88
 KY1665.geopotential number by the normal gravity value computed on the
 KY1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1665.degrees latitude (g = 980.6199 gals.).
 KY1665
 KY1665.The modeled gravity was interpolated from observed gravity values.
 KY1665
 KY1665;                    North         East    Units  Estimated Accuracy
 KY1665;SPC OH N     -   126,090.      681,780.      MT  (+/- 180 meters Scaled)
 KY1665
 KY1665                          SUPERSEDED SURVEY CONTROL
 KY1665
 KY1665  NGVD 29 (??/??/92)  286.850  (m)          941.11   (f) ADJ UNCH    1 1
 KY1665
 KY1665.Superseded values are not recommended for survey control.
 KY1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1665.See file dsdata.txt to determine how the superseded data were derived.
 KY1665
 KY1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF552164(NAD 83)
 KY1665_MARKER: B = BOLT
 KY1665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1665_SP_SET: ABUTMENT
 KY1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1665
 KY1665  HISTORY     - Date     Condition        Report By
 KY1665  HISTORY     - 1967     MONUMENTED       BORR
 KY1665  HISTORY     - 1967     GOOD             NGS
 KY1665  HISTORY     - 19930421 MARK NOT FOUND   OHDT
 KY1665
 KY1665                          STATION DESCRIPTION
 KY1665
 KY1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1665'AT MASSILLON.
 KY1665'AT MASSILLON, ABOUT 0.25 MILE NORTH ALONG THE BALTIMORE AND
 KY1665'OHIO RAILROAD FROM THE U.S. HIGHWAY 30 OVERPASS, ABOUT 0.1
 KY1665'MILE SOUTH OF THE CHERRY ROAD OVERPASS, IN SECTION 7, R 9 W,
 KY1665'T 10 N, SET ON THE TOP OF THE EAST END OF THE SOUTH STONE
 KY1665'ABUTMENT FOR THE BALTIMORE AND OHIO RAILROAD BRIDGE OVER
 KY1665'WEST CREEK, 3.1 FEET EAST OF THE EAST RAIL OF THE EAST ONE OF
 KY1665'TWO TRACKS, 3.3 FEET WEST OF THE EAST END OF THE TOP STEP OF
 KY1665'THE ABUTMENT AND 2 FEET BELOW THE LEVEL OF THE TRACK.
 KY1665
 KY1665                          STATION RECOVERY (1993)
 KY1665
 KY1665'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY1665'------REPORT BY ODOT-------YEAR 1993------ CONDITION - UNKNOWN----
 KY1665' 
 KY1665'NOTE** LOOKS LIKE BRIDGE ABUTMENT HAS BEEN REPLACED WITH CONCRETE AND
 KY1665'WOOD TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1637 ***********************************************************************
 JX1637  DESIGNATION -  13
 JX1637  PID         -  JX1637
 JX1637  STATE/COUNTY-  OH/MORGAN
 JX1637  USGS QUAD   -  ROKEBY LOCK (1994)
 JX1637
 JX1637                         *CURRENT SURVEY CONTROL
 JX1637  ___________________________________________________________________
 JX1637* NAD 83(1986)-  39 39 58.     (N)    081 59 51.     (W)     SCALED    
 JX1637* NAVD 88     -       310.468  (meters)    1018.59   (feet)  ADJUSTED  
 JX1637  ___________________________________________________________________
 JX1637  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JX1637  DYNAMIC HT  -         310.291 (meters)    1018.01  (feet)  COMP
 JX1637  MODELED GRAV-     980,048.4   (mgal)                       NAVD 88
 JX1637
 JX1637  VERT ORDER  -  SECOND    CLASS 0
 JX1637
 JX1637.The horizontal coordinates were scaled from a topographic map and have
 JX1637.an estimated accuracy of +/- 6 seconds.
 JX1637
 JX1637.The orthometric height was determined by differential leveling
 JX1637.and adjusted by the National Geodetic Survey in June 1991..
 JX1637
 JX1637.The geoid height was determined by GEOID03.
 JX1637
 JX1637.The dynamic height is computed by dividing the NAVD 88
 JX1637.geopotential number by the normal gravity value computed on the
 JX1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1637.degrees latitude (g = 980.6199 gals.).
 JX1637
 JX1637.The modeled gravity was interpolated from observed gravity values.
 JX1637
 JX1637;                    North         East    Units  Estimated Accuracy
 JX1637;SPC OH S     -   185,080.      643,120.      MT  (+/- 180 meters Scaled)
 JX1637
 JX1637                          SUPERSEDED SURVEY CONTROL
 JX1637
 JX1637  NGVD 29 (??/??/92)  310.69   (m)         1019.3    (f) COMPUTED    2 0
 JX1637
 JX1637.Superseded values are not recommended for survey control.
 JX1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1637.See file dsdata.txt to determine how the superseded data were derived.
 JX1637
 JX1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD144911(NAD 83)
 JX1637_MARKER: P = PIPE CAP
 JX1637_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JX1637_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JX1637_STAMPING: 13
 JX1637_MARK LOGO: USGS  
 JX1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1637
 JX1637  HISTORY     - Date     Condition        Report By
 JX1637  HISTORY     - UNK      MONUMENTED       USGS
 JX1637  HISTORY     - 1934     GOOD             NGS
 JX1637
 JX1637                          STATION DESCRIPTION
 JX1637
 JX1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JX1637'8.3 MI W FROM MALTA.
 JX1637'8.3 MILES WEST ALONG STATE HIGHWAY 37 FROM THE BALTIMORE AND
 JX1637'OHIO RAILROAD STATION AT MALTA, MORGAN COUNTY, 22 YARDS SOUTHEAST
 JX1637'OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 555, 16 YARDS
 JX1637'SOUTHWEST OF A HIGHWAY JUNCTION STOP SIGN, 8 YARDS SOUTHWEST OF A
 JX1637'FENCE CORNER, 7 YARDS EAST OF THE CENTERLINE OF STATE HIGHWAY 37,
 JX1637'AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES
 JX1637'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 13 AND RIVETED ON THE
 JX1637'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2442 ***********************************************************************
 AB2442  DESIGNATION -  13
 AB2442  PID         -  AB2442
 AB2442  STATE/COUNTY-  OH/ATHENS
 AB2442  USGS QUAD   -  LITTLE HOCKING (1994)
 AB2442
 AB2442                         *CURRENT SURVEY CONTROL
 AB2442  ___________________________________________________________________
 AB2442* NAD 83(1995)-  39 15 52.84833(N)    081 43 19.81234(W)     ADJUSTED  
 AB2442* NAVD 88     -       211.5    (meters)     694.     (feet)  GPS OBS   
 AB2442  ___________________________________________________________________
 AB2442  X           -     711,936.415 (meters)                     COMP
 AB2442  Y           -  -4,893,401.398 (meters)                     COMP
 AB2442  Z           -   4,015,222.191 (meters)                     COMP
 AB2442  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AB2442  ELLIP HEIGHT-         177.13  (meters)          (10/07/05) GPS OBS
 AB2442  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 AB2442
 AB2442  HORZ ORDER  -  FIRST
 AB2442  ELLP ORDER  -  FOURTH    CLASS I
 AB2442
 AB2442.The horizontal coordinates were established by GPS observations
 AB2442.and adjusted by the National Geodetic Survey in April 1998..
 AB2442
 AB2442.The orthometric height was determined by GPS observations and a
 AB2442.high-resolution geoid model.
 AB2442
 AB2442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2442
 AB2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2442
 AB2442.The ellipsoidal height was determined by GPS observations
 AB2442.and is referenced to NAD 83.
 AB2442
 AB2442.The geoid height was determined by GEOID03.
 AB2442
 AB2442;                    North         East     Units Scale Factor Converg.
 AB2442;SPC OH S     -   140,685.139   667,123.862   MT  0.99993808   +0 29 36.8
 AB2442;UTM  17      - 4,346,397.588   437,699.343   MT  0.99964779   -0 27 25.5
 AB2442
 AB2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2442!SPC OH S     -   0.99997221  x   0.99993808  =   0.99991029
 AB2442!UTM  17      -   0.99997221  x   0.99964779  =   0.99962001
 AB2442
 AB2442                          SUPERSEDED SURVEY CONTROL
 AB2442
 AB2442  ELLIP H (04/01/98)  177.15   (m)                       GP(       ) 4 1
 AB2442  NAD 83(1986)-  39 15 52.85041(N)    081 43 19.82194(W) AD(       ) 1
 AB2442
 AB2442.Superseded values are not recommended for survey control.
 AB2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2442.See file dsdata.txt to determine how the superseded data were derived.
 AB2442
 AB2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3769946398(NAD 83)
 AB2442_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2442_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2442_STAMPING: 13 1995
 AB2442_MARK LOGO: ATHCE 
 AB2442_PROJECTION: FLUSH
 AB2442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2442+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 AB2442_ROD/PIPE-DEPTH: 1    meters
 AB2442
 AB2442  HISTORY     - Date     Condition        Report By
 AB2442  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2442  HISTORY     - 20041111 GOOD             LOCSUR
 AB2442
 AB2442                          STATION DESCRIPTION
 AB2442
 AB2442'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2442'IN ATHENS COUNTY, OHIO, TROY TOWNSHIP, STATION IS LOCATED IN SOUTH R/W
 AB2442'OF C.R.  60, ABOUT 20 FT.WEST OF INTERSECTION WITH T-179.  SET
 AB2442'APPROXIMATELY 16 FT.WEST OF A TELEPHONE POLE IN THE SOUTH WEST CORNER
 AB2442'OF INTERSECTION AND 37 FT.SOUTHWEST OF A TELEPHONE POLE IN NORTH R/W
 AB2442'OF C.R.  60 OPPOSITE OF INTERSECTION.  STATION IS FLUSH WITH THE
 AB2442'GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE ATHENS CO.  ENG.
 AB2442'OFFICE.
 AB2442
 AB2442                          STATION RECOVERY (2004)
 AB2442
 AB2442'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (WN)
 AB2442'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6889 ***********************************************************************
 AC6889  DESIGNATION -  13
 AC6889  PID         -  AC6889
 AC6889  STATE/COUNTY-  OH/BELMONT
 AC6889  USGS QUAD   -  LANSING (1994)
 AC6889
 AC6889                         *CURRENT SURVEY CONTROL
 AC6889  ___________________________________________________________________
 AC6889* NAD 83(1995)-  40 04 21.14630(N)    080 52 15.88282(W)     ADJUSTED  
 AC6889* NAVD 88     -       354.0    (meters)    1161.     (feet)  GPS OBS   
 AC6889  ___________________________________________________________________
 AC6889  X           -     775,476.541 (meters)                     COMP
 AC6889  Y           -  -4,825,862.097 (meters)                     COMP
 AC6889  Z           -   4,084,358.598 (meters)                     COMP
 AC6889  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AC6889  ELLIP HEIGHT-         320.22  (meters)          (10/07/05) GPS OBS
 AC6889  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AC6889
 AC6889  HORZ ORDER  -  FIRST
 AC6889  ELLP ORDER  -  FOURTH    CLASS II
 AC6889
 AC6889.The horizontal coordinates were established by GPS observations
 AC6889.and adjusted by the National Geodetic Survey in October 2005..
 AC6889
 AC6889.The orthometric height was determined by GPS observations and a
 AC6889.high-resolution geoid model.
 AC6889
 AC6889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6889
 AC6889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6889
 AC6889.The ellipsoidal height was determined by GPS observations
 AC6889.and is referenced to NAD 83.
 AC6889
 AC6889.The geoid height was determined by GEOID03.
 AC6889
 AC6889;                    North         East     Units Scale Factor Converg.
 AC6889;SPC OH S     -   231,340.779   738,946.155   MT  1.00000799   +1 02 00.9
 AC6889;UTM  17      - 4,435,816.532   510,993.043   MT  0.99960149   +0 04 58.8
 AC6889
 AC6889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6889!SPC OH S     -   0.99994977  x   1.00000799  =   0.99995776
 AC6889!UTM  17      -   0.99994977  x   0.99960149  =   0.99955128
 AC6889
 AC6889                          SUPERSEDED SURVEY CONTROL
 AC6889
 AC6889  NAD 83(1995)-  40 04 21.13940(N)    080 52 15.88352(W) AD(       ) 1
 AC6889  NAD 83(1986)-  40 04 21.15145(N)    080 52 15.88927(W) AD(       ) 1
 AC6889
 AC6889.Superseded values are not recommended for survey control.
 AC6889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6889.See file dsdata.txt to determine how the superseded data were derived.
 AC6889
 AC6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE1099335817(NAD 83)
 AC6889_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6889_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6889_STAMPING: 13 1996
 AC6889_MARK LOGO: OH7200
 AC6889_PROJECTION: FLUSH
 AC6889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6889+STABILITY: SURFACE MOTION
 AC6889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6889+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6889_ROD/PIPE-DEPTH: 1    meters
 AC6889
 AC6889  HISTORY     - Date     Condition        Report By
 AC6889  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6889
 AC6889                          STATION DESCRIPTION
 AC6889
 AC6889'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6889'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6889'STATION IS SET IN THE EAST R/W OF THE RAMP ONTO I-70, 179 FT (54.6 M)
 AC6889'NORTHEAST OF A SIGN POST, 64 FT.  (19.5 M) NORTH OF A PK SET IN THE
 AC6889'BORDER ASPHALT OF I-70, AND 25 FT.  (7.6 M) EAST FROM THE BORDER OF
 AC6889'THE ASPHALT OF THE RAMP.  THE STATION IS FLUSH WITH THE GROUND.  A
 AC6889'STATION SKETCH IS AVAILABLE THROUGH THE CITY OF ST.  CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6752 ***********************************************************************
 AI6752  DESIGNATION -  13
 AI6752  PID         -  AI6752
 AI6752  STATE/COUNTY-  OH/CLINTON
 AI6752  USGS QUAD   -  BLANCHESTER (1974)
 AI6752
 AI6752                         *CURRENT SURVEY CONTROL
 AI6752  ___________________________________________________________________
 AI6752* NAD 83(1995)-  39 18 28.64265(N)    083 59 16.41864(W)     ADJUSTED  
 AI6752* NAVD 88     -       295.1    (meters)     968.     (feet)  GPS OBS   
 AI6752  ___________________________________________________________________
 AI6752  X           -     517,612.139 (meters)                     COMP
 AI6752  Y           -  -4,914,761.148 (meters)                     COMP
 AI6752  Z           -   4,018,994.624 (meters)                     COMP
 AI6752  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 AI6752  ELLIP HEIGHT-         261.80  (meters)          (10/07/05) GPS OBS
 AI6752  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AI6752
 AI6752  HORZ ORDER  -  FIRST
 AI6752  ELLP ORDER  -  THIRD     CLASS II
 AI6752
 AI6752.The horizontal coordinates were established by GPS observations
 AI6752.and adjusted by the National Geodetic Survey in August 2000..
 AI6752
 AI6752.The orthometric height was determined by GPS observations and a
 AI6752.high-resolution geoid model.
 AI6752
 AI6752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6752
 AI6752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6752
 AI6752.The ellipsoidal height was determined by GPS observations
 AI6752.and is referenced to NAD 83.
 AI6752
 AI6752.The geoid height was determined by GEOID03.
 AI6752
 AI6752;                    North         East     Units Scale Factor Converg.
 AI6752;SPC OH S     -   146,257.495   471,683.592   MT  0.99993679   -0 56 38.8
 AI6752;UTM  17      - 4,355,209.254   242,375.007   MT  1.00041728   -1 53 37.8
 AI6752;UTM  16      - 4,355,278.575   759,712.993   MT  1.00043058   +1 54 33.1
 AI6752
 AI6752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6752!SPC OH S     -   0.99995893  x   0.99993679  =   0.99989572
 AI6752!UTM  17      -   0.99995893  x   1.00041728  =   1.00037619
 AI6752!UTM  16      -   0.99995893  x   1.00043058  =   1.00038949
 AI6752
 AI6752:                Primary Azimuth Mark                     Grid Az
 AI6752:SPC OH S     -  13A                                      021 11 33.0
 AI6752:UTM  17      -  13A                                      022 08 32.0
 AI6752:UTM  16      -  13A                                      018 20 21.1
 AI6752
 AI6752|---------------------------------------------------------------------|
 AI6752| PID    Reference Object                     Distance      Geod. Az  |
 AI6752|                                                           dddmmss.s |
 AI6752| AI6782 13A                                 460.072 METERS 0201454.2 |
 AI6752|---------------------------------------------------------------------|
 AI6752
 AI6752                          SUPERSEDED SURVEY CONTROL
 AI6752
 AI6752.No superseded survey control is available for this station.
 AI6752
 AI6752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4237555209(NAD 83)
 AI6752_MARKER: DD = SURVEY DISK
 AI6752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6752_STAMPING: GPS 13 2000
 AI6752_MARK LOGO: OH-027
 AI6752_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6752+STABILITY: SURFACE MOTION
 AI6752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6752+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6752
 AI6752  HISTORY     - Date     Condition        Report By
 AI6752  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6752
 AI6752                          STATION DESCRIPTION
 AI6752
 AI6752'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6752'THE STATION IS LOCATED 12.5 MI (20.1 KM) SOUTHWEST OF WILMINGTON, 6.25
 AI6752'MI (10.06 KM) SOUTH OF CLARKSVILLE, AND 1.25 MILES (2.01 KM) NORTH OF
 AI6752'BLANCHESTER.  THE STATION IS ON THE WEST SIDE OF STATE ROUTE 133 AT
 AI6752'THE EDGE OF A CULTIVATED FIELD ACROSS FROM THE KINGDOM HALL OF
 AI6752'JEHOVAHS WITNESSES.
 AI6752'TO REACH THE POINT FROM BLANCHESTER, FROM THE INTERSECTION OF SR
 AI6752'123/SR 28/SR133, PROCEED NORTH 1.1 MI (1.8 KM) ALONG SR 133 TO THE
 AI6752'STATION ON THE LEFT.
 AI6752'THE STATION IS APPROXIMATELY 69.52 FT (21.19 M) NORTHWEST OF A UTILITY
 AI6752'POLE, 55.25 FEET (16.84 M) SOUTH-SOUTHWEST OF A POWER POLE, AND 21.63
 AI6752'FT (6.59 M) WEST-NORTHWEST OF THE CENTERLINE OF SR 133. THE STATION IS
 AI6752'A STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6752'AND STAMPED--GPS 13 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE
 AI6752'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2318 ***********************************************************************
 KZ2318  DESIGNATION -  13 0041
 KZ2318  PID         -  KZ2318
 KZ2318  STATE/COUNTY-  OH/DELAWARE
 KZ2318  USGS QUAD   -  OLIVE GREEN (1973)
 KZ2318
 KZ2318                         *CURRENT SURVEY CONTROL
 KZ2318  ___________________________________________________________________
 KZ2318* NAD 83(1995)-  40 21 11.01837(N)    082 49 53.15073(W)     ADJUSTED  
 KZ2318* NAVD 88     -       328.2    (meters)    1077.     (feet)  GPS OBS   
 KZ2318  ___________________________________________________________________
 KZ2318  X           -     607,427.800 (meters)                     COMP
 KZ2318  Y           -  -4,829,591.289 (meters)                     COMP
 KZ2318  Z           -   4,108,129.610 (meters)                     COMP
 KZ2318  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 KZ2318  ELLIP HEIGHT-         294.22  (meters)          (10/07/05) GPS OBS
 KZ2318  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ2318
 KZ2318  HORZ ORDER  -  FIRST
 KZ2318  ELLP ORDER  -  FOURTH    CLASS I
 KZ2318
 KZ2318.The horizontal coordinates were established by GPS observations
 KZ2318.and adjusted by the National Geodetic Survey in April 1998..
 KZ2318
 KZ2318.The orthometric height was determined by GPS observations and a
 KZ2318.high-resolution geoid model.
 KZ2318
 KZ2318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2318
 KZ2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2318
 KZ2318.The ellipsoidal height was determined by GPS observations
 KZ2318.and is referenced to NAD 83.
 KZ2318
 KZ2318.The geoid height was determined by GEOID03.
 KZ2318
 KZ2318;                    North         East     Units Scale Factor Converg.
 KZ2318;SPC OH N     -    76,275.816   571,843.758   MT  1.00001635   -0 13 03.8
 KZ2318;UTM  17      - 4,468,554.452   344,473.399   MT  0.99989776   -1 11 09.9
 KZ2318
 KZ2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2318!SPC OH N     -   0.99995385  x   1.00001635  =   0.99997020
 KZ2318!UTM  17      -   0.99995385  x   0.99989776  =   0.99985161
 KZ2318
 KZ2318:                Primary Azimuth Mark                     Grid Az
 KZ2318:SPC OH N     -  13 0042                                  184 22 47.9
 KZ2318:UTM  17      -  13 0042                                  185 20 54.0
 KZ2318
 KZ2318|---------------------------------------------------------------------|
 KZ2318| PID    Reference Object                     Distance      Geod. Az  |
 KZ2318|                                                           dddmmss.s |
 KZ2318| KZ2319 13 0042                             444.214 METERS 1840944.1 |
 KZ2318|---------------------------------------------------------------------|
 KZ2318
 KZ2318                          SUPERSEDED SURVEY CONTROL
 KZ2318
 KZ2318  ELLIP H (04/01/98)  294.23   (m)                       GP(       ) 4 1
 KZ2318  NAD 83(1986)-  40 21 11.02569(N)    082 49 53.15604(W) AD(       ) 1
 KZ2318
 KZ2318.Superseded values are not recommended for survey control.
 KZ2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2318.See file dsdata.txt to determine how the superseded data were derived.
 KZ2318
 KZ2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4447368554(NAD 83)
 KZ2318_MARKER: DE = TRAVERSE STATION DISK
 KZ2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2318_SP_SET: CONCRETE POST
 KZ2318_STAMPING: DELAWARE COUNTY ENGINEER 13-0041 1991
 KZ2318_MARK LOGO: DCE   
 KZ2318_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2318+STABILITY: SURFACE MOTION
 KZ2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2318+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2318
 KZ2318  HISTORY     - Date     Condition        Report By
 KZ2318  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2318
 KZ2318                          STATION DESCRIPTION
 KZ2318
 KZ2318'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2318'STATION IS LOCATED ON THE WEST SIDE OF S.R. 61, 100.0 FT (30.5 M)
 KZ2318'SOUTH OF DELAWARE AND MORROW COUNTY LINE, 3.4 FT (1.0 M) WEST OF WEST
 KZ2318'EDGE OF PAVEMENT OF S.R. 61, 17.4 FT (5.3 M) EAST OF POLE ON WEST
 KZ2318'SIDE OF SAID S.R. 61 AND 77.6 FT (23.7 M) SOUTHWEST OF A MAIL BOX ON
 KZ2318'THE WEST SIDE OF SAID S.R. 61.
 KZ2318'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2318'S.R. 37 FOR 8.81 MI (14.18 KM) TO NORTH GALENA ROAD. TURN LEFT ON
 KZ2318'NORTH GALENA ROAD FOR 4.67 MI (7.52 KM) TO KILBOURNE ROAD. TURN RIGHT
 KZ2318'ON KILBOURNE ROAD FOR 4.51 MI (7.26 KM) TO S.R. 61. TURN LEFT ON S.R.
 KZ2318'61 FOR 0.63 MI (1.01 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2319 ***********************************************************************
 KZ2319  DESIGNATION -  13 0042
 KZ2319  PID         -  KZ2319
 KZ2319  STATE/COUNTY-  OH/DELAWARE
 KZ2319  USGS QUAD   -  OLIVE GREEN (1973)
 KZ2319
 KZ2319                         *CURRENT SURVEY CONTROL
 KZ2319  ___________________________________________________________________
 KZ2319* NAD 83(1995)-  40 20 56.65479(N)    082 49 54.51694(W)     ADJUSTED  
 KZ2319* NAVD 88     -       327.0    (meters)    1073.     (feet)  GPS OBS   
 KZ2319  ___________________________________________________________________
 KZ2319  X           -     607,431.488 (meters)                     COMP
 KZ2319  Y           -  -4,829,878.987 (meters)                     COMP
 KZ2319  Z           -   4,107,791.140 (meters)                     COMP
 KZ2319  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 KZ2319  ELLIP HEIGHT-         292.96  (meters)          (10/07/05) GPS OBS
 KZ2319  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ2319
 KZ2319  HORZ ORDER  -  FIRST
 KZ2319  ELLP ORDER  -  FOURTH    CLASS I
 KZ2319
 KZ2319.The horizontal coordinates were established by GPS observations
 KZ2319.and adjusted by the National Geodetic Survey in April 1998..
 KZ2319
 KZ2319.The orthometric height was determined by GPS observations and a
 KZ2319.high-resolution geoid model.
 KZ2319
 KZ2319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2319
 KZ2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2319
 KZ2319.The ellipsoidal height was determined by GPS observations
 KZ2319.and is referenced to NAD 83.
 KZ2319
 KZ2319.The geoid height was determined by GEOID03.
 KZ2319
 KZ2319;                    North         East     Units Scale Factor Converg.
 KZ2319;SPC OH N     -    75,832.892   571,809.832   MT  1.00001721   -0 13 04.7
 KZ2319;UTM  17      - 4,468,112.218   344,431.999   MT  0.99989792   -1 11 10.4
 KZ2319
 KZ2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2319!SPC OH N     -   0.99995404  x   1.00001721  =   0.99997125
 KZ2319!UTM  17      -   0.99995404  x   0.99989792  =   0.99985197
 KZ2319
 KZ2319:                Primary Azimuth Mark                     Grid Az
 KZ2319:SPC OH N     -  13 0041                                  004 22 47.9
 KZ2319:UTM  17      -  13 0041                                  005 20 53.6
 KZ2319
 KZ2319|---------------------------------------------------------------------|
 KZ2319| PID    Reference Object                     Distance      Geod. Az  |
 KZ2319|                                                           dddmmss.s |
 KZ2319| KZ2318 13 0041                             444.214 METERS 0040943.2 |
 KZ2319|---------------------------------------------------------------------|
 KZ2319
 KZ2319                          SUPERSEDED SURVEY CONTROL
 KZ2319
 KZ2319  ELLIP H (04/01/98)  292.97   (m)                       GP(       ) 4 1
 KZ2319  NAD 83(1986)-  40 20 56.66212(N)    082 49 54.52225(W) AD(       ) 1
 KZ2319
 KZ2319.Superseded values are not recommended for survey control.
 KZ2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2319.See file dsdata.txt to determine how the superseded data were derived.
 KZ2319
 KZ2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4443268112(NAD 83)
 KZ2319_MARKER: DE = TRAVERSE STATION DISK
 KZ2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2319_SP_SET: CONCRETE POST
 KZ2319_STAMPING: DELAWARE COUNTY ENGINEER 13-0042
 KZ2319_MARK LOGO: DCE   
 KZ2319_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2319+STABILITY: SURFACE MOTION
 KZ2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2319+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2319
 KZ2319  HISTORY     - Date     Condition        Report By
 KZ2319  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2319
 KZ2319                          STATION DESCRIPTION
 KZ2319
 KZ2319'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2319'STATION IS LOCATED ON THE WEST SIDE OF S.R. 61, 0.25 MI (0.40 KM)
 KZ2319'SOUTH OF DELAWARE AND MORROW COUNTY LINE, 2.3 FT (0.7 M) WEST OF WEST
 KZ2319'EDGE OF PAVEMENT OF S.R. 61, 26.1 FT (8.0 M) SOUTHEAST OF POLE ON
 KZ2319'WEST SIDE OF SAID S.R. 61 AND 34.8 FT (10.6 M) SOUTHWEST OF A MAIL
 KZ2319'BOX NO. 8258 ON THE EAST SIDE OF SAID S.R. 61.
 KZ2319'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2319'S.R. 37 FOR 8.81 MI (14.18 KM) TO NORTH GALENA ROAD. TURN LEFT ON
 KZ2319'NORTH GALENA ROAD FOR 4.67 MI (7.52 KM) TO KILBOURNE ROAD. TURN RIGHT
 KZ2319'ON KILBOURNE ROAD FOR 4.51 MI (7.26 KM) TO S.R. 61. TURN LEFT ON S.R.
 KZ2319'61 FOR 0.40 MI (0.64 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2320 ***********************************************************************
 KZ2320  DESIGNATION -  13 0043
 KZ2320  PID         -  KZ2320
 KZ2320  STATE/COUNTY-  OH/DELAWARE
 KZ2320  USGS QUAD   -  OLIVE GREEN (1973)
 KZ2320
 KZ2320                         *CURRENT SURVEY CONTROL
 KZ2320  ___________________________________________________________________
 KZ2320* NAD 83(1995)-  40 19 09.34368(N)    082 49 46.43040(W)     ADJUSTED  
 KZ2320* NAVD 88     -       334.2    (meters)    1096.     (feet)  GPS OBS   
 KZ2320  ___________________________________________________________________
 KZ2320  X           -     607,888.957 (meters)                     COMP
 KZ2320  Y           -  -4,831,986.373 (meters)                     COMP
 KZ2320  Z           -   4,105,272.579 (meters)                     COMP
 KZ2320  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 KZ2320  ELLIP HEIGHT-         300.22  (meters)          (10/07/05) GPS OBS
 KZ2320  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ2320
 KZ2320  HORZ ORDER  -  FIRST
 KZ2320  ELLP ORDER  -  FOURTH    CLASS I
 KZ2320
 KZ2320.The horizontal coordinates were established by GPS observations
 KZ2320.and adjusted by the National Geodetic Survey in April 1998..
 KZ2320
 KZ2320.The orthometric height was determined by GPS observations and a
 KZ2320.high-resolution geoid model.
 KZ2320
 KZ2320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2320
 KZ2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2320
 KZ2320.The ellipsoidal height was determined by GPS observations
 KZ2320.and is referenced to NAD 83.
 KZ2320
 KZ2320.The geoid height was determined by GEOID03.
 KZ2320
 KZ2320;                    North         East     Units Scale Factor Converg.
 KZ2320;SPC OH N     -    72,522.141   571,988.163   MT  1.00002381   -0 12 59.4
 KZ2320;UTM  17      - 4,464,799.334   344,554.363   MT  0.99989745   -1 11 02.6
 KZ2320
 KZ2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2320!SPC OH N     -   0.99995291  x   1.00002381  =   0.99997671
 KZ2320!UTM  17      -   0.99995291  x   0.99989745  =   0.99985036
 KZ2320
 KZ2320:                Primary Azimuth Mark                     Grid Az
 KZ2320:SPC OH N     -  13 0044                                  094 46 46.5
 KZ2320:UTM  17      -  13 0044                                  095 44 49.7
 KZ2320
 KZ2320|---------------------------------------------------------------------|
 KZ2320| PID    Reference Object                     Distance      Geod. Az  |
 KZ2320|                                                           dddmmss.s |
 KZ2320| KZ2321 13 0044                             APPROX. 0.7 KM 0943347.1 |
 KZ2320|---------------------------------------------------------------------|
 KZ2320
 KZ2320                          SUPERSEDED SURVEY CONTROL
 KZ2320
 KZ2320  ELLIP H (04/01/98)  300.23   (m)                       GP(       ) 4 1
 KZ2320  NAD 83(1986)-  40 19 09.35098(N)    082 49 46.43554(W) AD(       ) 1
 KZ2320
 KZ2320.Superseded values are not recommended for survey control.
 KZ2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2320.See file dsdata.txt to determine how the superseded data were derived.
 KZ2320
 KZ2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4455464799(NAD 83)
 KZ2320_MARKER: DE = TRAVERSE STATION DISK
 KZ2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2320_SP_SET: CONCRETE POST
 KZ2320_STAMPING: DELAWARE COUNTY ENGINEER 13-0043 1991
 KZ2320_MARK LOGO: DCE   
 KZ2320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2320+STABILITY: SURFACE MOTION
 KZ2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2320+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2320
 KZ2320  HISTORY     - Date     Condition        Report By
 KZ2320  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2320
 KZ2320                          STATION DESCRIPTION
 KZ2320
 KZ2320'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2320'STATION IS LOCATED ON THE NORTHEAST CORNER OF INTERSECTION OF S.R. 656
 KZ2320', S.R. 521 AND OLIVE GREEN ROAD, 16.1 FT (4.9 M) NORTH OF CENTERLINE
 KZ2320'OF OLIVE GREEN ROAD, 27.8 FT (8.5 M) WEST OF POLE ON THE NORTH SIDE
 KZ2320'OF OLIVE GREEN ROAD AND 11.4 FT (3.5 M) EAST OF A STOP SIGN ON THE
 KZ2320'NORTH SIDE OF SAID OLIVE GREEN ROAD.
 KZ2320'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2320'S.R. 37 FOR 11.51 MI (18.52 KM) TO S.R. 3. TURN LEFT ON S.R. 3 FOR
 KZ2320'0.45 MI (0.72 KM) TO S.R. 61. TURN LEFT ON S.R. 61 FOR 4.25 MI
 KZ2320'(6.84 KM) TO S.R. 656. TURN RIGHT ON S.R. 656 FOR 1.03 MI (1.66 KM)
 KZ2320'TO OLIVE GREEN ROAD TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2321 ***********************************************************************
 KZ2321  DESIGNATION -  13 0044
 KZ2321  PID         -  KZ2321
 KZ2321  STATE/COUNTY-  OH/DELAWARE
 KZ2321  USGS QUAD   -  OLIVE GREEN (1973)
 KZ2321
 KZ2321                         *CURRENT SURVEY CONTROL
 KZ2321  ___________________________________________________________________
 KZ2321* NAD 83(1995)-  40 19 07.63095(N)    082 49 18.40959(W)     ADJUSTED  
 KZ2321* NAVD 88     -       329.5    (meters)    1081.     (feet)  GPS OBS   
 KZ2321  ___________________________________________________________________
 KZ2321  X           -     608,549.189 (meters)                     COMP
 KZ2321  Y           -  -4,831,934.062 (meters)                     COMP
 KZ2321  Z           -   4,105,229.218 (meters)                     COMP
 KZ2321  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 KZ2321  ELLIP HEIGHT-         295.46  (meters)          (10/07/05) GPS OBS
 KZ2321  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ2321
 KZ2321  HORZ ORDER  -  FIRST
 KZ2321  ELLP ORDER  -  FOURTH    CLASS I
 KZ2321
 KZ2321.The horizontal coordinates were established by GPS observations
 KZ2321.and adjusted by the National Geodetic Survey in April 1998..
 KZ2321
 KZ2321.The orthometric height was determined by GPS observations and a
 KZ2321.high-resolution geoid model.
 KZ2321
 KZ2321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2321
 KZ2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2321
 KZ2321.The ellipsoidal height was determined by GPS observations
 KZ2321.and is referenced to NAD 83.
 KZ2321
 KZ2321.The geoid height was determined by GEOID03.
 KZ2321
 KZ2321;                    North         East     Units Scale Factor Converg.
 KZ2321;SPC OH N     -    72,466.841   572,649.541   MT  1.00002392   -0 12 41.0
 KZ2321;UTM  17      - 4,464,732.882   345,214.629   MT  0.99989493   -1 10 44.4
 KZ2321
 KZ2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2321!SPC OH N     -   0.99995365  x   1.00002392  =   0.99997757
 KZ2321!UTM  17      -   0.99995365  x   0.99989493  =   0.99984859
 KZ2321
 KZ2321:                Primary Azimuth Mark                     Grid Az
 KZ2321:SPC OH N     -  13 0043                                  274 46 46.3
 KZ2321:UTM  17      -  13 0043                                  275 44 49.7
 KZ2321
 KZ2321|---------------------------------------------------------------------|
 KZ2321| PID    Reference Object                     Distance      Geod. Az  |
 KZ2321|                                                           dddmmss.s |
 KZ2321| KZ2320 13 0043                             APPROX. 0.7 KM 2743405.3 |
 KZ2321|---------------------------------------------------------------------|
 KZ2321
 KZ2321                          SUPERSEDED SURVEY CONTROL
 KZ2321
 KZ2321  ELLIP H (04/01/98)  295.47   (m)                       GP(       ) 4 1
 KZ2321  NAD 83(1986)-  40 19 07.63824(N)    082 49 18.41467(W) AD(       ) 1
 KZ2321
 KZ2321.Superseded values are not recommended for survey control.
 KZ2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2321.See file dsdata.txt to determine how the superseded data were derived.
 KZ2321
 KZ2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4521564733(NAD 83)
 KZ2321_MARKER: DE = TRAVERSE STATION DISK
 KZ2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2321_SP_SET: CONCRETE POST
 KZ2321_STAMPING: DELAWARE COUNTY ENGINEER 03-0044
 KZ2321_MARK LOGO: DCE   
 KZ2321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2321+STABILITY: SURFACE MOTION
 KZ2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2321+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2321
 KZ2321  HISTORY     - Date     Condition        Report By
 KZ2321  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2321
 KZ2321                          STATION DESCRIPTION
 KZ2321
 KZ2321'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2321'STATION IS LOCATED ON THE SOUTH SIDE OF OLIVE GREEN ROAD, 0.40 MI
 KZ2321'(0.64 KM) EAST OF INTERSECTION OF S.R. 656, S.R. 521 AND OLIVE GREEN
 KZ2321'ROAD, 11.1 FT (3.4 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF OLIVE GREEN
 KZ2321'ROAD, 53.4 FT (16.3 M) SOUTHEAST OF TELEPHONE POLE ON THE NORTH SIDE
 KZ2321'OF SAID OLIVE GREEN ROAD AND 57.4 FT (17.5 M) WEST OF POLE ON THE
 KZ2321'SOUTH SIDE OF SAID OLIVE GREEN ROAD.
 KZ2321'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2321'S.R. 37 FOR 11.51 MI (18.52 KM) TO S.R. 3. TURN LEFT ON S.R. 3 FOR
 KZ2321'0.45 MI (0.72 KM) TO S.R. 61. TURN LEFT ON S.R. 61 FOR 4.25 MI
 KZ2321'(6.84 KM) TO S.R. 656. TURN RIGHT ON S.R. 656 FOR 1.03 MI (1.66 KM)
 KZ2321'TO OLIVE GREEN ROAD. TURN RIGHT ON OLIVE GREEN ROAD FOR 0.40 MI
 KZ2321'(0.64 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2322 ***********************************************************************
 KZ2322  DESIGNATION -  13 0045
 KZ2322  PID         -  KZ2322
 KZ2322  STATE/COUNTY-  OH/DELAWARE
 KZ2322  USGS QUAD   -  OLIVE GREEN (1973)
 KZ2322
 KZ2322                         *CURRENT SURVEY CONTROL
 KZ2322  ___________________________________________________________________
 KZ2322* NAD 83(1995)-  40 20 46.56206(N)    082 47 35.08959(W)     ADJUSTED  
 KZ2322* NAVD 88     -       351.5    (meters)    1153.     (feet)  GPS OBS   
 KZ2322  ___________________________________________________________________
 KZ2322  X           -     610,723.805 (meters)                     COMP
 KZ2322  Y           -  -4,829,685.841 (meters)                     COMP
 KZ2322  Z           -   4,107,569.791 (meters)                     COMP
 KZ2322  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 KZ2322  ELLIP HEIGHT-         317.55  (meters)          (10/07/05) GPS OBS
 KZ2322  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KZ2322
 KZ2322  HORZ ORDER  -  FIRST
 KZ2322  ELLP ORDER  -  FOURTH    CLASS I
 KZ2322
 KZ2322.The horizontal coordinates were established by GPS observations
 KZ2322.and adjusted by the National Geodetic Survey in April 1998..
 KZ2322
 KZ2322.The orthometric height was determined by GPS observations and a
 KZ2322.high-resolution geoid model.
 KZ2322
 KZ2322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2322
 KZ2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2322
 KZ2322.The ellipsoidal height was determined by GPS observations
 KZ2322.and is referenced to NAD 83.
 KZ2322
 KZ2322.The geoid height was determined by GEOID03.
 KZ2322
 KZ2322;                    North         East     Units Scale Factor Converg.
 KZ2322;SPC OH N     -    75,509.792   575,099.208   MT  1.00001782   -0 11 33.1
 KZ2322;UTM  17      - 4,467,733.619   347,715.031   MT  0.99988547   -1 09 39.9
 KZ2322
 KZ2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2322!SPC OH N     -   0.99995019  x   1.00001782  =   0.99996801
 KZ2322!UTM  17      -   0.99995019  x   0.99988547  =   0.99983566
 KZ2322
 KZ2322:                Primary Azimuth Mark                     Grid Az
 KZ2322:SPC OH N     -  13 0046                                  184 40 50.2
 KZ2322:UTM  17      -  13 0046                                  185 38 57.0
 KZ2322
 KZ2322|---------------------------------------------------------------------|
 KZ2322| PID    Reference Object                     Distance      Geod. Az  |
 KZ2322|                                                           dddmmss.s |
 KZ2322| KZ2323 13 0046                             APPROX. 0.7 KM 1842917.1 |
 KZ2322|---------------------------------------------------------------------|
 KZ2322
 KZ2322                          SUPERSEDED SURVEY CONTROL
 KZ2322
 KZ2322  NAD 83(1986)-  40 20 46.56936(N)    082 47 35.09435(W) AD(       ) 1
 KZ2322
 KZ2322.Superseded values are not recommended for survey control.
 KZ2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2322.See file dsdata.txt to determine how the superseded data were derived.
 KZ2322
 KZ2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4771567734(NAD 83)
 KZ2322_MARKER: DE = TRAVERSE STATION DISK
 KZ2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2322_SP_SET: CONCRETE POST
 KZ2322_STAMPING: DELAWARE COUNTY ENGINEER 13-0045 1991
 KZ2322_MARK LOGO: DCE   
 KZ2322_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2322+STABILITY: SURFACE MOTION
 KZ2322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2322+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2322
 KZ2322  HISTORY     - Date     Condition        Report By
 KZ2322  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2322
 KZ2322                          STATION DESCRIPTION
 KZ2322
 KZ2322'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2322'STATION IS LOCATED ON THE EAST SIDE OF PORTER-CENTRAL ROAD AT THE
 KZ2322'INTERSECTION OF KENNY ROAD AND PORTER-CENTRAL ROAD, 11.7 FT (3.6 M)
 KZ2322'EAST OF CENTERLINE OF SAID PORTER-CENTRAL ROAD, 54.4 FT (16.6 M) SOUTH
 KZ2322'OF A KENNY ROAD SIGN ON THE EAST SIDE OF PORTER-CENTRAL ROAD AND 38.4
 KZ2322'FT (11.7 M) SOUTHWEST OF POLE ON THE EAST SIDE OF SAID PORTER-CENTRAL
 KZ2322'ROAD.
 KZ2322'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2322'S.R. 37 FOR 11.51 MI (18.52 KM) TO S.R. 3. TURN LEFT ON S.R. 3 FOR
 KZ2322'0.45 MI (0.72 KM) TO S.R. 61. TURN LEFT ON S.R. 61 FOR 4.25 MI
 KZ2322'(6.84 KM) TO S.R. 656. TURN RIGHT ON S.R. 656 FOR 3.44 MI (5.54 KM)
 KZ2322'TO PORTER-CENTRAL. TURN LEFT ON PORTER-CENTRAL ROAD FOR 0.38 MI
 KZ2322'(0.61 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2323 ***********************************************************************
 KZ2323  DESIGNATION -  13 0046
 KZ2323  PID         -  KZ2323
 KZ2323  STATE/COUNTY-  OH/DELAWARE
 KZ2323  USGS QUAD   -  OLIVE GREEN (1973)
 KZ2323
 KZ2323                         *CURRENT SURVEY CONTROL
 KZ2323  ___________________________________________________________________
 KZ2323* NAD 83(1995)-  40 20 23.33595(N)    082 47 37.47206(W)     ADJUSTED  
 KZ2323* NAVD 88     -       348.0    (meters)    1142.     (feet)  GPS OBS   
 KZ2323  ___________________________________________________________________
 KZ2323  X           -     610,725.858 (meters)                     COMP
 KZ2323  Y           -  -4,830,150.336 (meters)                     COMP
 KZ2323  Z           -   4,107,021.429 (meters)                     COMP
 KZ2323  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 KZ2323  ELLIP HEIGHT-         313.99  (meters)          (10/07/05) GPS OBS
 KZ2323  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KZ2323
 KZ2323  HORZ ORDER  -  FIRST
 KZ2323  ELLP ORDER  -  FOURTH    CLASS I
 KZ2323
 KZ2323.The horizontal coordinates were established by GPS observations
 KZ2323.and adjusted by the National Geodetic Survey in April 1998..
 KZ2323
 KZ2323.The orthometric height was determined by GPS observations and a
 KZ2323.high-resolution geoid model.
 KZ2323
 KZ2323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2323
 KZ2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2323
 KZ2323.The ellipsoidal height was determined by GPS observations
 KZ2323.and is referenced to NAD 83.
 KZ2323
 KZ2323.The geoid height was determined by GEOID03.
 KZ2323
 KZ2323;                    North         East     Units Scale Factor Converg.
 KZ2323;SPC OH N     -    74,793.567   575,040.567   MT  1.00001923   -0 11 34.7
 KZ2323;UTM  17      - 4,467,018.583   347,644.302   MT  0.99988574   -1 09 40.9
 KZ2323
 KZ2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2323!SPC OH N     -   0.99995075  x   1.00001923  =   0.99996998
 KZ2323!UTM  17      -   0.99995075  x   0.99988574  =   0.99983649
 KZ2323
 KZ2323:                Primary Azimuth Mark                     Grid Az
 KZ2323:SPC OH N     -  13 0045                                  004 40 50.3
 KZ2323:UTM  17      -  13 0045                                  005 38 56.5
 KZ2323
 KZ2323|---------------------------------------------------------------------|
 KZ2323| PID    Reference Object                     Distance      Geod. Az  |
 KZ2323|                                                           dddmmss.s |
 KZ2323| KZ2322 13 0045                             APPROX. 0.7 KM 0042915.6 |
 KZ2323|---------------------------------------------------------------------|
 KZ2323
 KZ2323                          SUPERSEDED SURVEY CONTROL
 KZ2323
 KZ2323  NAD 83(1986)-  40 20 23.34325(N)    082 47 37.47682(W) AD(       ) 1
 KZ2323
 KZ2323.Superseded values are not recommended for survey control.
 KZ2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2323.See file dsdata.txt to determine how the superseded data were derived.
 KZ2323
 KZ2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4764467019(NAD 83)
 KZ2323_MARKER: DE = TRAVERSE STATION DISK
 KZ2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2323_SP_SET: CONCRETE POST
 KZ2323_STAMPING: DELAWARE COUNTY ENGINEER 13-0046 1991
 KZ2323_MARK LOGO: DCE   
 KZ2323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2323+STABILITY: SURFACE MOTION
 KZ2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2323+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2323
 KZ2323  HISTORY     - Date     Condition        Report By
 KZ2323  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2323
 KZ2323                          STATION DESCRIPTION
 KZ2323
 KZ2323'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2323'STATION IS LOCATED ON THE NORTHWEST CORNER OF INTERSECTION OF S.R. 656
 KZ2323'AND PORTER-CENTRAL ROAD, 2.3 FT (0.7 M) NORTHWEST OF WEST EDGE OF
 KZ2323'S.R. 656, 33.8 FT (10.3 M) EAST OF POLE ON THE NORTHWEST SIDE OF S.R.
 KZ2323'656 AND 14.5 FT (4.4 M) SOUTH OF A ROAD SIGN ON THE WEST SIDE OF SAID
 KZ2323'PORTER-CENTRAL ROAD.
 KZ2323'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2323'S.R. 37 FOR 11.51 MI (18.52 KM) TO S.R. 3. TURN LEFT ON S.R. 3 FOR
 KZ2323'0.45 MI (0.72 KM) TO S.R. 61. TURN LEFT ON S.R. 61 FOR 4.25 MI
 KZ2323'(6.84 KM) TO S.R. 656. TURN RIGHT ON S.R. 656 FOR 3.44 MI (5.54 KM)
 KZ2323'TO PORTER-CENTRAL ROAD TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2324 ***********************************************************************
 KZ2324  DESIGNATION -  13 0047
 KZ2324  PID         -  KZ2324
 KZ2324  STATE/COUNTY-  OH/DELAWARE
 KZ2324  USGS QUAD   -  OLIVE GREEN (1973)
 KZ2324
 KZ2324                         *CURRENT SURVEY CONTROL
 KZ2324  ___________________________________________________________________
 KZ2324* NAD 83(1995)-  40 21 00.68069(N)    082 45 33.42838(W)     ADJUSTED  
 KZ2324* NAVD 88     -       367.3    (meters)    1205.     (feet)  GPS OBS   
 KZ2324  ___________________________________________________________________
 KZ2324  X           -     613,538.371 (meters)                     COMP
 KZ2324  Y           -  -4,829,056.994 (meters)                     COMP
 KZ2324  Z           -   4,107,911.919 (meters)                     COMP
 KZ2324  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 KZ2324  ELLIP HEIGHT-         333.33  (meters)          (10/07/05) GPS OBS
 KZ2324  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KZ2324
 KZ2324  HORZ ORDER  -  FIRST
 KZ2324  ELLP ORDER  -  FOURTH    CLASS I
 KZ2324
 KZ2324.The horizontal coordinates were established by GPS observations
 KZ2324.and adjusted by the National Geodetic Survey in April 1998..
 KZ2324
 KZ2324.The orthometric height was determined by GPS observations and a
 KZ2324.high-resolution geoid model.
 KZ2324
 KZ2324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2324
 KZ2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2324
 KZ2324.The ellipsoidal height was determined by GPS observations
 KZ2324.and is referenced to NAD 83.
 KZ2324
 KZ2324.The geoid height was determined by GEOID03.
 KZ2324
 KZ2324;                    North         East     Units Scale Factor Converg.
 KZ2324;SPC OH N     -    75,936.192   577,971.776   MT  1.00001697   -0 10 13.2
 KZ2324;UTM  17      - 4,468,111.339   350,594.002   MT  0.99987478   -1 08 21.4
 KZ2324
 KZ2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2324!SPC OH N     -   0.99994771  x   1.00001697  =   0.99996468
 KZ2324!UTM  17      -   0.99994771  x   0.99987478  =   0.99982250
 KZ2324
 KZ2324:                Primary Azimuth Mark                     Grid Az
 KZ2324:SPC OH N     -  13 0048                                  273 35 56.9
 KZ2324:UTM  17      -  13 0048                                  274 34 05.1
 KZ2324
 KZ2324|---------------------------------------------------------------------|
 KZ2324| PID    Reference Object                     Distance      Geod. Az  |
 KZ2324|                                                           dddmmss.s |
 KZ2324| KZ2325 13 0048                             APPROX. 0.6 KM 2732543.7 |
 KZ2324|---------------------------------------------------------------------|
 KZ2324
 KZ2324                          SUPERSEDED SURVEY CONTROL
 KZ2324
 KZ2324  ELLIP H (04/01/98)  333.34   (m)                       GP(       ) 4 1
 KZ2324  NAD 83(1986)-  40 21 00.68799(N)    082 45 33.43268(W) AD(       ) 1
 KZ2324
 KZ2324.Superseded values are not recommended for survey control.
 KZ2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2324.See file dsdata.txt to determine how the superseded data were derived.
 KZ2324
 KZ2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5059468111(NAD 83)
 KZ2324_MARKER: DE = TRAVERSE STATION DISK
 KZ2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2324_SP_SET: CONCRETE POST
 KZ2324_STAMPING: DELAWARE COUNTY ENGINEER 13-0047 1991
 KZ2324_MARK LOGO: DCE   
 KZ2324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2324+STABILITY: SURFACE MOTION
 KZ2324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2324+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2324
 KZ2324  HISTORY     - Date     Condition        Report By
 KZ2324  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2324
 KZ2324                          STATION DESCRIPTION
 KZ2324
 KZ2324'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2324'STATION IS LOCATED ON THE SOUTH SIDE OF PEERLESS ROAD, 0.10 MI
 KZ2324'(0.16 KM) WEST OF MOODY ROAD, 9.0 FT (2.7 M) SOUTH OF THE SOUTH EDGE
 KZ2324'OF PAVEMENT OF SAID PEERLESS ROAD, 14.0 FT (4.3 M) EAST OF POLE ON
 KZ2324'THE SOUTH SIDE OF SAID PEERLESS ROAD AND 106.5 FT (32.5 M) SOUTHWEST
 KZ2324'OF 12 IN ASH TREE ON THE NORTH SIDE OF SAID PEERLESS ROAD.
 KZ2324'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2324'S.R. 37 FOR 11.51 MI (18.52 KM) TO S.R. 3. TURN LEFT ON S.R. 3 FOR
 KZ2324'0.45 MI (0.72 KM) TO S.R. 61. TURN LEFT ON S.R. 61 FOR 4.25 MI
 KZ2324'(6.84 KM) TO S.R. 656. TURN RIGHT ON S.R. 656 FOR 4.62 MI (7.43 KM)
 KZ2324'TO PEERLESS ROAD. TURN RIGHT ON PEERLESS ROAD FOR 0.90 MI (1.45 KM) TO
 KZ2324'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2325 ***********************************************************************
 KZ2325  DESIGNATION -  13 0048
 KZ2325  PID         -  KZ2325
 KZ2325  STATE/COUNTY-  OH/DELAWARE
 KZ2325  USGS QUAD   -  OLIVE GREEN (1973)
 KZ2325
 KZ2325                         *CURRENT SURVEY CONTROL
 KZ2325  ___________________________________________________________________
 KZ2325* NAD 83(1995)-  40 21 01.86840(N)    082 45 59.35574(W)     ADJUSTED  
 KZ2325* NAVD 88     -       360.0    (meters)    1181.     (feet)  GPS OBS   
 KZ2325  ___________________________________________________________________
 KZ2325  X           -     612,927.674 (meters)                     COMP
 KZ2325  Y           -  -4,829,105.065 (meters)                     COMP
 KZ2325  Z           -   4,107,935.146 (meters)                     COMP
 KZ2325  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 KZ2325  ELLIP HEIGHT-         326.08  (meters)          (10/07/05) GPS OBS
 KZ2325  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KZ2325
 KZ2325  HORZ ORDER  -  FIRST
 KZ2325  ELLP ORDER  -  FOURTH    CLASS I
 KZ2325
 KZ2325.The horizontal coordinates were established by GPS observations
 KZ2325.and adjusted by the National Geodetic Survey in April 1998..
 KZ2325
 KZ2325.The orthometric height was determined by GPS observations and a
 KZ2325.high-resolution geoid model.
 KZ2325
 KZ2325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2325
 KZ2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2325
 KZ2325.The ellipsoidal height was determined by GPS observations
 KZ2325.and is referenced to NAD 83.
 KZ2325
 KZ2325.The geoid height was determined by GEOID03.
 KZ2325
 KZ2325;                    North         East     Units Scale Factor Converg.
 KZ2325;SPC OH N     -    75,974.671   577,360.024   MT  1.00001690   -0 10 30.2
 KZ2325;UTM  17      - 4,468,160.151   349,983.074   MT  0.99987703   -1 08 38.2
 KZ2325
 KZ2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2325!SPC OH N     -   0.99994885  x   1.00001690  =   0.99996575
 KZ2325!UTM  17      -   0.99994885  x   0.99987703  =   0.99982589
 KZ2325
 KZ2325:                Primary Azimuth Mark                     Grid Az
 KZ2325:SPC OH N     -  13 0047                                  093 35 57.1
 KZ2325:UTM  17      -  13 0047                                  094 34 05.1
 KZ2325
 KZ2325|---------------------------------------------------------------------|
 KZ2325| PID    Reference Object                     Distance      Geod. Az  |
 KZ2325|                                                           dddmmss.s |
 KZ2325| KZ2324 13 0047                             APPROX. 0.6 KM 0932526.9 |
 KZ2325|---------------------------------------------------------------------|
 KZ2325
 KZ2325                          SUPERSEDED SURVEY CONTROL
 KZ2325
 KZ2325  NAD 83(1986)-  40 21 01.87581(N)    082 45 59.35997(W) AD(       ) 1
 KZ2325
 KZ2325.Superseded values are not recommended for survey control.
 KZ2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2325.See file dsdata.txt to determine how the superseded data were derived.
 KZ2325
 KZ2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4998368160(NAD 83)
 KZ2325_MARKER: DE = TRAVERSE STATION DISK
 KZ2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2325_SP_SET: CONCRETE POST
 KZ2325_STAMPING: DELAWARE COUNTY ENGINEER 13-0048 1991
 KZ2325_MARK LOGO: DCE   
 KZ2325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2325+STABILITY: SURFACE MOTION
 KZ2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2325+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2325
 KZ2325  HISTORY     - Date     Condition        Report By
 KZ2325  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2325
 KZ2325                          STATION DESCRIPTION
 KZ2325
 KZ2325'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2325'STATION IS LOCATED ON THE SOUTH SIDE OF PEERLESS ROAD, 0.50 MI
 KZ2325'(0.80 KM) WEST OF MOODY ROAD, 96.5 FT (29.4 M) WEST OF A MAIL BOX NO.
 KZ2325'1580 ON THE SOUTH SIDE OF SAID PEERLESS ROAD, 29.5 FT (9.0 M)
 KZ2325'NORTHWEST OF POLE ON THE SOUTH SIDE OF SAID PEERLESS ROAD AND 78.4 FT
 KZ2325'(23.9 M) SOUTHWEST OF A SOUTHWEST GARAGE CORNER ON THE NORTH SIDE OF
 KZ2325'SAID PEERLESS ROAD.
 KZ2325'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2325'S.R. 37 FOR 11.51 MI (18.52 KM) TO S.R. 3. TURN LEFT ON S.R. 3 FOR
 KZ2325'0.45 MI (0.72 KM) TO S.R. 61. TURN LEFT ON S.R. 61 FOR 4.25 MI
 KZ2325'(6.84 KM) TO S.R. 656. TURN RIGHT ON S.R. 656 FOR 4.62 MI (7.43 KM)
 KZ2325'TO PEERLESS ROAD. TURN RIGHT ON PEERLESS ROAD FOR 0.50 MI (0.80 KM) TO
 KZ2325'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2327 ***********************************************************************
 KZ2327  DESIGNATION -  13 0050
 KZ2327  PID         -  KZ2327
 KZ2327  STATE/COUNTY-  OH/DELAWARE
 KZ2327  USGS QUAD   -  OLIVE GREEN (1973)
 KZ2327
 KZ2327                         *CURRENT SURVEY CONTROL
 KZ2327  ___________________________________________________________________
 KZ2327* NAD 83(1995)-  40 16 58.78893(N)    082 45 01.30118(W)     ADJUSTED  
 KZ2327* NAVD 88     -       350.8    (meters)    1151.     (feet)  GPS OBS   
 KZ2327  ___________________________________________________________________
 KZ2327  X           -     614,898.146 (meters)                     COMP
 KZ2327  Y           -  -4,833,737.919 (meters)                     COMP
 KZ2327  Z           -   4,102,212.020 (meters)                     COMP
 KZ2327  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 KZ2327  ELLIP HEIGHT-         316.81  (meters)          (10/07/05) GPS OBS
 KZ2327  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KZ2327
 KZ2327  HORZ ORDER  -  FIRST
 KZ2327  ELLP ORDER  -  FOURTH    CLASS I
 KZ2327
 KZ2327.The horizontal coordinates were established by GPS observations
 KZ2327.and adjusted by the National Geodetic Survey in April 1998..
 KZ2327
 KZ2327.The orthometric height was determined by GPS observations and a
 KZ2327.high-resolution geoid model.
 KZ2327
 KZ2327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2327
 KZ2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2327
 KZ2327.The ellipsoidal height was determined by GPS observations
 KZ2327.and is referenced to NAD 83.
 KZ2327
 KZ2327.The geoid height was determined by GEOID03.
 KZ2327
 KZ2327;                    North         East     Units Scale Factor Converg.
 KZ2327;SPC OH N     -    68,472.759   578,708.534   MT  1.00003220   -0 09 52.1
 KZ2327;SPC OH S     -   253,486.420   578,707.962   MT  1.00005896   -0 09 31.9
 KZ2327;UTM  17      - 4,460,637.650   351,204.450   MT  0.99987254   -1 07 54.9
 KZ2327
 KZ2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2327!SPC OH N     -   0.99995030  x   1.00003220  =   0.99998250
 KZ2327!SPC OH S     -   0.99995030  x   1.00005896  =   1.00000926
 KZ2327!UTM  17      -   0.99995030  x   0.99987254  =   0.99982285
 KZ2327
 KZ2327                          SUPERSEDED SURVEY CONTROL
 KZ2327
 KZ2327  ELLIP H (04/01/98)  316.80   (m)                       GP(       ) 4 1
 KZ2327  NAD 83(1986)-  40 16 58.79622(N)    082 45 01.30559(W) AD(       ) 1
 KZ2327
 KZ2327.Superseded values are not recommended for survey control.
 KZ2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2327.See file dsdata.txt to determine how the superseded data were derived.
 KZ2327
 KZ2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5120460638(NAD 83)
 KZ2327_MARKER: DD = SURVEY DISK
 KZ2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2327_SP_SET: CONCRETE POST
 KZ2327_STAMPING: DELAWARE COUNTY ENGINEER 13-0050 1991
 KZ2327_MARK LOGO: DCE   
 KZ2327_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2327+STABILITY: SURFACE MOTION
 KZ2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2327+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1993
 KZ2327
 KZ2327  HISTORY     - Date     Condition        Report By
 KZ2327  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2327  HISTORY     - 19931010 GOOD             GEOONE
 KZ2327
 KZ2327                          STATION DESCRIPTION
 KZ2327
 KZ2327'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2327'STATION IS LOCATED ON THE WEST SIDE OF NORTH COUNTY LINE ROAD, 250.0
 KZ2327'FT (76.2 M) SOUTH OF INTERSECTION OF U.S. HWY 36 (S.R. 3) AND NORTH
 KZ2327'COUNTY LINE ROAD, 18.1 FT (5.5 M) WEST OF CENTERLINE OF SAID NORTH
 KZ2327'COUNTY LINE ROAD, 103.2 FT (31.5 M) NOTHEAST OF POLE ON THE WEST SIDE
 KZ2327'OF SAID NORTH COUNTY LINE ROAD .
 KZ2327'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2327'S.R. 37 FOR 11.51 MI (18.52 KM) TO S.R. 3. TURN LEFT ON S.R. 3 FOR
 KZ2327'6.84 MI (11.01 KM) TO NORTH COUNTY LINE ROAD. TURN RIGHT ON NORTH
 KZ2327'COUNTY LINE ROAD FOR 0.O5 MI TO THE STATION.
 KZ2327
 KZ2327                          STATION RECOVERY (1993)
 KZ2327
 KZ2327'RECOVERY NOTE BY GEOONE INCORPORATED 1993 (SBE)
 KZ2327'FROM THE INTERSECTION OF U.S. HIGHWAY 36 AND STATE ROUTE 314 IN
 KZ2327'CENTERBURG, PROCEED SOUTHWEST ON U.S. HIGHWAY 36 FOR 3.9 MILES (6.3
 KZ2327'KM) TO COUNTY LINE ROAD.  TURN LEFT (SOUTH) ONTO COUNTY LINE ROAD AND
 KZ2327'PROCEED 0.1 MILES (0.2 KM) TO THE POINT LOCATED ON THE EAST SIDE OF
 KZ2327'COUNTY LINE ROAD.
 KZ2327' 
 KZ2327'THE CONTROL POINT IS LOCATED AS PREVIOUSLY DESCRIBED
 KZ2327' 
 KZ2327'THE CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 KZ2327' 
 KZ2327'THIS POINT IS INTER-VISIBLE WITH STATION KNOX 27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2328 ***********************************************************************
 KZ2328  DESIGNATION -  13 0051
 KZ2328  PID         -  KZ2328
 KZ2328  STATE/COUNTY-  OH/DELAWARE
 KZ2328  USGS QUAD   -  OLIVE GREEN (1973)
 KZ2328
 KZ2328                         *CURRENT SURVEY CONTROL
 KZ2328  ___________________________________________________________________
 KZ2328* NAD 83(1995)-  40 16 51.45015(N)    082 48 30.26686(W)     ADJUSTED  
 KZ2328* NAVD 88     -       326.5    (meters)    1071.     (feet)  GPS OBS   
 KZ2328  ___________________________________________________________________
 KZ2328  X           -     610,016.804 (meters)                     COMP
 KZ2328  Y           -  -4,834,485.228 (meters)                     COMP
 KZ2328  Z           -   4,102,023.635 (meters)                     COMP
 KZ2328  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 KZ2328  ELLIP HEIGHT-         292.54  (meters)          (10/07/05) GPS OBS
 KZ2328  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ2328
 KZ2328  HORZ ORDER  -  FIRST
 KZ2328  ELLP ORDER  -  FOURTH    CLASS I
 KZ2328
 KZ2328.The horizontal coordinates were established by GPS observations
 KZ2328.and adjusted by the National Geodetic Survey in April 1998..
 KZ2328
 KZ2328.The orthometric height was determined by GPS observations and a
 KZ2328.high-resolution geoid model.
 KZ2328
 KZ2328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2328
 KZ2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2328
 KZ2328.The ellipsoidal height was determined by GPS observations
 KZ2328.and is referenced to NAD 83.
 KZ2328
 KZ2328.The geoid height was determined by GEOID03.
 KZ2328
 KZ2328;                    North         East     Units Scale Factor Converg.
 KZ2328;SPC OH N     -    68,262.206   573,771.350   MT  1.00003268   -0 12 09.4
 KZ2328;UTM  17      - 4,460,510.481   346,265.160   MT  0.99989094   -1 10 09.9
 KZ2328
 KZ2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2328!SPC OH N     -   0.99995411  x   1.00003268  =   0.99998679
 KZ2328!UTM  17      -   0.99995411  x   0.99989094  =   0.99984506
 KZ2328
 KZ2328|---------------------------------------------------------------------|
 KZ2328| PID    Reference Object                     Distance      Geod. Az  |
 KZ2328|                                                           dddmmss.s |
 KZ2328| KZ2329 17 0052                             397.945 METERS 22941     |
 KZ2328|---------------------------------------------------------------------|
 KZ2328
 KZ2328                          SUPERSEDED SURVEY CONTROL
 KZ2328
 KZ2328  ELLIP H (04/01/98)  292.53   (m)                       GP(       ) 4 1
 KZ2328  NAD 83(1986)-  40 16 51.45753(N)    082 48 30.27202(W) AD(       ) 1
 KZ2328
 KZ2328.Superseded values are not recommended for survey control.
 KZ2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2328.See file dsdata.txt to determine how the superseded data were derived.
 KZ2328
 KZ2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4626560510(NAD 83)
 KZ2328_MARKER: DE = TRAVERSE STATION DISK
 KZ2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2328_SP_SET: CONCRETE POST
 KZ2328_STAMPING: DELAWARE COUNTY ENGINEER 13-0051 1991
 KZ2328_MARK LOGO: DCE   
 KZ2328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2328+STABILITY: SURFACE MOTION
 KZ2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2328+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2328
 KZ2328  HISTORY     - Date     Condition        Report By
 KZ2328  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2328
 KZ2328                          STATION DESCRIPTION
 KZ2328
 KZ2328'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2328'STATION IS LOCATED ON THE NORTHWEST SIDE OF CENTERBURG ROAD, 0.15 MI
 KZ2328'(0.24 KM) SOUTHWEST OF INTERSECTION OF CENTERBURG ROAD AND FREDERICKS
 KZ2328'ROAD, 2.1 FT (0.6 M) NORTHWEST OF NORTHWEST EDGE OF PAVEMENT OF
 KZ2328'CENTERBURG ROAD, 108.3 FT (33.0 M) NORTHWEST OF A 18 IN. MAPLE TREE ON
 KZ2328'THE SOUTHWEST SIDE OF SAID CENTERBURG ROAD, 56.5 FT (17.2 M) WEST OF
 KZ2328'POLE ON THE SOUTHWEST SIDE OF SAID CENTERBURG ROAD.
 KZ2328'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2328'S.R. 37 FOR 11.51 MI (18.52 KM) TO S.R. 3. TURN LEFT ON S.R. 3 FOR
 KZ2328'1.08 MI (1.74 KM) TO NORTH OLD HIGHWAY. TURN LEFT ON NORTH OLD
 KZ2328'HIGHWAY FOR 0.75 MI (1.21 KM) TO CENTERBURG ROAD. TURN LEFT ON
 KZ2328'CENTERBURG ROAD FOR 2.27 MI (3.65 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3158 ***********************************************************************
 MB3158  DESIGNATION -  13 M
 MB3158  PID         -  MB3158
 MB3158  STATE/COUNTY-  OH/CUYAHOGA
 MB3158  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB3158
 MB3158                         *CURRENT SURVEY CONTROL
 MB3158  ___________________________________________________________________
 MB3158* NAD 83(1995)-  41 25 01.04022(N)    081 31 38.54673(W)     ADJUSTED  
 MB3158* NAVD 88     -       317.1    (meters)    1040.     (feet)  VERTCON   
 MB3158  ___________________________________________________________________
 MB3158  X           -     705,787.357 (meters)                     COMP
 MB3158  Y           -  -4,738,017.269 (meters)                     COMP
 MB3158  Z           -   4,197,447.388 (meters)                     COMP
 MB3158  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 MB3158  ELLIP HEIGHT-         283.10  (meters)          (10/07/05) GPS OBS
 MB3158  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MB3158
 MB3158  HORZ ORDER  -  SECOND
 MB3158  ELLP ORDER  -  FOURTH    CLASS I
 MB3158
 MB3158.The horizontal coordinates were established by GPS observations
 MB3158.and adjusted by the National Geodetic Survey in April 1998..
 MB3158
 MB3158.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3158
 MB3158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3158
 MB3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3158
 MB3158.The ellipsoidal height was determined by GPS observations
 MB3158.and is referenced to NAD 83.
 MB3158
 MB3158.The geoid height was determined by GEOID03.
 MB3158
 MB3158;                    North         East     Units Scale Factor Converg.
 MB3158;SPC OH N     -   194,818.131   681,309.070   MT  0.99995768   +0 38 20.3
 MB3158;UTM  17      - 4,585,178.952   455,927.635   MT  0.99962390   -0 20 56.0
 MB3158
 MB3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3158!SPC OH N     -   0.99995560  x   0.99995768  =   0.99991328
 MB3158!UTM  17      -   0.99995560  x   0.99962390  =   0.99957951
 MB3158
 MB3158                          SUPERSEDED SURVEY CONTROL
 MB3158
 MB3158  ELLIP H (04/01/98)  283.13   (m)                       GP(       ) 4 1
 MB3158  NAD 83(1995)-  41 25 01.05003(N)    081 31 38.54691(W) AD(       ) 2
 MB3158  NAD 83(1986)-  41 25 01.05073(N)    081 31 38.54726(W) AD(       ) 2
 MB3158  NGVD 29 (11/06/91)  317.3    (m)         1041.     (f) GPS OBS        
 MB3158
 MB3158.Superseded values are not recommended for survey control.
 MB3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3158.See file dsdata.txt to determine how the superseded data were derived.
 MB3158
 MB3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5592885179(NAD 83)
 MB3158_MARKER: I = METAL ROD
 MB3158_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3158_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3158_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3158+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1990
 MB3158
 MB3158  HISTORY     - Date     Condition        Report By
 MB3158  HISTORY     - UNK      MONUMENTED
 MB3158  HISTORY     - 19900325 GOOD             AEROS
 MB3158
 MB3158                          STATION DESCRIPTION
 MB3158
 MB3158'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3158'THE STATION IS LOCATED 0.65 KM (0.40 MI) SOUTH OF INTERSTATE 480,
 MB3158'ABOUT 3.07 KM (1.90 MI) NORTHEAST OF THE BEDFORD RESERVATION, IN THE
 MB3158'CITY OF BEDFORD.
 MB3158'TO REACH FROM THE JUNCTION OF INTERSTATE 480 AND NORTHFIELD ROAD, GO
 MB3158'SOUTH FOR 0.65 KM (0.40 MI) ON NORTHFIELD ROAD TO ITS INTERSECTION
 MB3158'WITH LIBBY ROAD AND THE STATION.
 MB3158'STATION IS AN IRON ROD RECESSED 12 CM BELOW THE ROAD SURFACE ENCASED
 MB3158'IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE CENTERLINE--CENTERLINE
 MB3158'OF THE INTERSECTION, 9.56 M (31.4 FT) NORTHEAST OF THE OM MONUMENT AT
 MB3158'THE SOUTHWEST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3159 ***********************************************************************
 MB3159  DESIGNATION -  13 U
 MB3159  PID         -  MB3159
 MB3159  STATE/COUNTY-  OH/CUYAHOGA
 MB3159  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB3159
 MB3159                         *CURRENT SURVEY CONTROL
 MB3159  ___________________________________________________________________
 MB3159* NAD 83(1995)-  41 22 56.11351(N)    081 31 37.16434(W)     ADJUSTED  
 MB3159* NAVD 88     -       293.9    (meters)     964.     (feet)  VERTCON   
 MB3159  ___________________________________________________________________
 MB3159  X           -     706,192.104 (meters)                     COMP
 MB3159  Y           -  -4,740,516.359 (meters)                     COMP
 MB3159  Z           -   4,194,540.976 (meters)                     COMP
 MB3159  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 MB3159  ELLIP HEIGHT-         259.95  (meters)          (10/07/05) GPS OBS
 MB3159  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB3159
 MB3159  HORZ ORDER  -  SECOND
 MB3159  ELLP ORDER  -  FOURTH    CLASS I
 MB3159
 MB3159.The horizontal coordinates were established by GPS observations
 MB3159.and adjusted by the National Geodetic Survey in April 1998..
 MB3159
 MB3159.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3159
 MB3159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3159
 MB3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3159
 MB3159.The ellipsoidal height was determined by GPS observations
 MB3159.and is referenced to NAD 83.
 MB3159
 MB3159.The geoid height was determined by GEOID03.
 MB3159
 MB3159;                    North         East     Units Scale Factor Converg.
 MB3159;SPC OH N     -   190,964.853   681,384.165   MT  0.99995418   +0 38 21.2
 MB3159;UTM  17      - 4,581,326.232   455,936.292   MT  0.99962389   -0 20 54.2
 MB3159
 MB3159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3159!SPC OH N     -   0.99995923  x   0.99995418  =   0.99991341
 MB3159!UTM  17      -   0.99995923  x   0.99962389  =   0.99958313
 MB3159
 MB3159                          SUPERSEDED SURVEY CONTROL
 MB3159
 MB3159  ELLIP H (04/01/98)  259.98   (m)                       GP(       ) 4 1
 MB3159  NAD 83(1995)-  41 22 56.12221(N)    081 31 37.16478(W) AD(       ) 2
 MB3159  NAD 83(1986)-  41 22 56.12380(N)    081 31 37.16515(W) AD(       ) 2
 MB3159  NGVD 29 (11/06/91)  294.1    (m)          965.     (f) GPS OBS        
 MB3159
 MB3159.Superseded values are not recommended for survey control.
 MB3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3159.See file dsdata.txt to determine how the superseded data were derived.
 MB3159
 MB3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5593681326(NAD 83)
 MB3159_MARKER: I = METAL ROD
 MB3159_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3159_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3159_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3159+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1990
 MB3159
 MB3159  HISTORY     - Date     Condition        Report By
 MB3159  HISTORY     - UNK      MONUMENTED
 MB3159  HISTORY     - 19900325 GOOD             AEROS
 MB3159
 MB3159                          STATION DESCRIPTION
 MB3159
 MB3159'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3159'THE STATION IS LOCATED IN THE CITY OF BEDFORD, 0.57 KM (0.35 MI) EAST
 MB3159'OF THE BEDFORD RESERVATION, 1.21 KM (0.75 MI) WEST OF INTERSTATE 271,
 MB3159'AT THE INTERSECTION OF NORTHFIELD ROAD AND UNION STREET.
 MB3159'TO REACH FROM THE JUNCTION OF INTERSTATE 480 AND NORTHFIELD ROAD, GO
 MB3159'SOUTH FOR 4.68 KM (2.90 MI) ON NORTHFIELD ROAD TO ITS INTERSECTION
 MB3159'WITH UNION STREET AND THE STATION.
 MB3159'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 19 CM BELOW THE ROAD
 MB3159'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3159'CENTERLINE--CENTERLINE OF THE INTERSECTION, 10.82 M (35.5 FT)
 MB3159'NORTHEAST OF THE OM MONUMENT AT THE SOUTHWEST CORNER OF THE
 MB3159'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1813 ***********************************************************************
 MB1813  DESIGNATION -  1303
 MB1813  PID         -  MB1813
 MB1813  STATE/COUNTY-  OH/SUMMIT
 MB1813  USGS QUAD   -  NORTHFIELD (1994)
 MB1813
 MB1813                         *CURRENT SURVEY CONTROL
 MB1813  ___________________________________________________________________
 MB1813* NAD 83(1986)-  41 20 36.     (N)    081 31 42.     (W)     SCALED    
 MB1813* NAVD 88     -       317.991  (meters)    1043.28   (feet)  ADJUSTED  
 MB1813  ___________________________________________________________________
 MB1813  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB1813  DYNAMIC HT  -         317.858 (meters)    1042.84  (feet)  COMP
 MB1813  MODELED GRAV-     980,194.6   (mgal)                       NAVD 88
 MB1813
 MB1813  VERT ORDER  -  FIRST     CLASS II
 MB1813
 MB1813.The horizontal coordinates were scaled from a topographic map and have
 MB1813.an estimated accuracy of +/- 6 seconds.
 MB1813
 MB1813.The orthometric height was determined by differential leveling
 MB1813.and adjusted by the National Geodetic Survey in June 1991..
 MB1813
 MB1813.The geoid height was determined by GEOID03.
 MB1813
 MB1813.The dynamic height is computed by dividing the NAVD 88
 MB1813.geopotential number by the normal gravity value computed on the
 MB1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1813.degrees latitude (g = 980.6199 gals.).
 MB1813
 MB1813.The modeled gravity was interpolated from observed gravity values.
 MB1813
 MB1813;                    North         East    Units  Estimated Accuracy
 MB1813;SPC OH N     -   186,640.      681,320.      MT  (+/- 180 meters Scaled)
 MB1813
 MB1813                          SUPERSEDED SURVEY CONTROL
 MB1813
 MB1813  NGVD 29 (06/03/92)  318.207  (m)         1043.98   (f) ADJUSTED    1 2
 MB1813
 MB1813.Superseded values are not recommended for survey control.
 MB1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1813.See file dsdata.txt to determine how the superseded data were derived.
 MB1813
 MB1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF557770(NAD 83)
 MB1813_MARKER: DD = SURVEY DISK
 MB1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1813_SP_SET: CONCRETE POST
 MB1813_STAMPING: 1303
 MB1813_MARK LOGO: CRGS  
 MB1813_PROJECTION: RECESSED 30 CENTIMETERS
 MB1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1813+STABILITY: SURFACE MOTION
 MB1813
 MB1813  HISTORY     - Date     Condition        Report By
 MB1813  HISTORY     - 1940     MONUMENTED       CRGS
 MB1813  HISTORY     - 1983     GOOD             NGS
 MB1813
 MB1813                          STATION DESCRIPTION
 MB1813
 MB1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1813'IN NORTHFIELD.
 MB1813'IN NORTHFIELD, AT THE JUNCTION OF STATE HIGHWAY 8 (NORTHFIELD ROAD)
 MB1813'AND HOUGHTON ROAD, IN TOP OF A CONCRETE POST AND PROTECTED BY A 1-FOOT
 MB1813'SQUARE CONCRETE BOX WITH A COVER, 6.70 METERS (22.0 FT) EAST OF THE
 MB1813'CENTERLINE OF THE HIGHWAY, 4.75 METERS (15.6 FT) NORTH OF THE EXTENDED
 MB1813'CENTERLINE OF HOUGHTON ROAD, 2.56 METERS (8.4 FT) SOUTHWEST OF A
 MB1813'UTILITY POLE WITH A STREET LAMP, 1.95 METERS (6.4 FT) SOUTHWEST OF A
 MB1813'FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0914 ***********************************************************************
 KZ0914  DESIGNATION -  1303
 KZ0914  PID         -  KZ0914
 KZ0914  STATE/COUNTY-  OH/MORROW
 KZ0914  USGS QUAD   -  CHESTERVILLE (1961)
 KZ0914
 KZ0914                         *CURRENT SURVEY CONTROL
 KZ0914  ___________________________________________________________________
 KZ0914* NAD 83(1986)-  40 24 27.     (N)    082 40 49.     (W)     SCALED    
 KZ0914* NAVD 88     -       396.923  (meters)    1302.24   (feet)  ADJUSTED  
 KZ0914  ___________________________________________________________________
 KZ0914  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KZ0914  DYNAMIC HT  -         396.713 (meters)    1301.55  (feet)  COMP
 KZ0914  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 KZ0914
 KZ0914  VERT ORDER  -  SECOND    CLASS 0
 KZ0914
 KZ0914.The horizontal coordinates were scaled from a topographic map and have
 KZ0914.an estimated accuracy of +/- 6 seconds.
 KZ0914
 KZ0914.The orthometric height was determined by differential leveling
 KZ0914.and adjusted by the National Geodetic Survey in June 1991..
 KZ0914
 KZ0914.The geoid height was determined by GEOID03.
 KZ0914
 KZ0914.The dynamic height is computed by dividing the NAVD 88
 KZ0914.geopotential number by the normal gravity value computed on the
 KZ0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0914.degrees latitude (g = 980.6199 gals.).
 KZ0914
 KZ0914.The modeled gravity was interpolated from observed gravity values.
 KZ0914
 KZ0914;                    North         East    Units  Estimated Accuracy
 KZ0914;SPC OH N     -    82,280.      584,700.      MT  (+/- 180 meters Scaled)
 KZ0914
 KZ0914                          SUPERSEDED SURVEY CONTROL
 KZ0914
 KZ0914  NGVD 29 (??/??/92)  397.069  (m)         1302.72   (f) ADJ UNCH    2 0
 KZ0914
 KZ0914.Superseded values are not recommended for survey control.
 KZ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0914.See file dsdata.txt to determine how the superseded data were derived.
 KZ0914
 KZ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE574743(NAD 83)
 KZ0914_MARKER: P = PIPE CAP
 KZ0914_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0914_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0914_STAMPING: 1303 OHIO
 KZ0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0914
 KZ0914  HISTORY     - Date     Condition        Report By
 KZ0914  HISTORY     - UNK      MONUMENTED       USGS
 KZ0914  HISTORY     - 1959     GOOD             NGS
 KZ0914  HISTORY     - 1967     GOOD             NGS
 KZ0914
 KZ0914                          STATION DESCRIPTION
 KZ0914
 KZ0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0914'1.4 MI NE FROM SPARTA.
 KZ0914'ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 656 FROM THE
 KZ0914'INTERSECTION OF STATE HIGHWAY 314 AT SPARTA, THENCE ABOUT
 KZ0914'1.1 MILES NORTHEAST ALONG COUNTY ROAD 19, 0.1 MILE NORTH OF THE
 KZ0914'JUNCTION OF TWP ROAD 190 LEADING NORTH, AT THE INTERSECTION OF
 KZ0914'COUNTY ROAD 21, 18 FEET NORTH OF THE CENTER LINE OF ROAD 21,
 KZ0914'21 FEET NORTHWEST OF THE CENTER LINE OF ROAD 19, 5 1/2 FEET WEST
 KZ0914'OF A POWER LINE POLE, 6.2 FEET WEST OF THE WEST END OF A PIPE
 KZ0914'CULVERT UNDER ROAD 19, ABOUT LEVEL WITH THE ROADS, AND IS A
 KZ0914'CAP RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 10
 KZ0914'INCHES.
 KZ0914
 KZ0914                          STATION RECOVERY (1967)
 KZ0914
 KZ0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7648 ***********************************************************************
 AH7648  DESIGNATION -  131 RHM RESET
 AH7648  PID         -  AH7648
 AH7648  STATE/COUNTY-  OH/LICKING
 AH7648  USGS QUAD   -  HANOVER (1981)
 AH7648
 AH7648                         *CURRENT SURVEY CONTROL
 AH7648  ___________________________________________________________________
 AH7648* NAD 83(1995)-  40 03 38.89121(N)    082 17 18.33250(W)     ADJUSTED  
 AH7648* NAVD 88     -       240.0    (meters)     787.     (feet)  GPS OBS   
 AH7648  ___________________________________________________________________
 AH7648  X           -     655,973.154 (meters)                     COMP
 AH7648  Y           -  -4,844,311.705 (meters)                     COMP
 AH7648  Z           -   4,083,287.700 (meters)                     COMP
 AH7648  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 AH7648  ELLIP HEIGHT-         206.10  (meters)          (10/07/05) GPS OBS
 AH7648  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AH7648
 AH7648  HORZ ORDER  -  FIRST
 AH7648  ELLP ORDER  -  FOURTH    CLASS II
 AH7648
 AH7648.The horizontal coordinates were established by GPS observations
 AH7648.and adjusted by the National Geodetic Survey in February 1999..
 AH7648
 AH7648.The orthometric height was determined by GPS observations and a
 AH7648.high-resolution geoid model.
 AH7648
 AH7648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7648
 AH7648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7648
 AH7648.The ellipsoidal height was determined by GPS observations
 AH7648.and is referenced to NAD 83.
 AH7648
 AH7648.The geoid height was determined by GEOID03.
 AH7648
 AH7648;                    North         East     Units Scale Factor Converg.
 AH7648;SPC OH S     -   228,805.343   618,051.195   MT  1.00000555   +0 08 03.3
 AH7648;UTM  17      - 4,435,301.041   390,116.370   MT  0.99974864   -0 49 45.5
 AH7648
 AH7648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7648!SPC OH S     -   0.99996767  x   1.00000555  =   0.99997322
 AH7648!UTM  17      -   0.99996767  x   0.99974864  =   0.99971632
 AH7648
 AH7648                          SUPERSEDED SURVEY CONTROL
 AH7648
 AH7648  ELLIP H (02/25/99)  206.13   (m)                       GP(       ) 4 2
 AH7648
 AH7648.Superseded values are not recommended for survey control.
 AH7648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7648.See file dsdata.txt to determine how the superseded data were derived.
 AH7648
 AH7648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9011635301(NAD 83)
 AH7648_MARKER: DB = BENCH MARK DISK
 AH7648_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH7648_SP_SET: BRIDGE ABUTMENT
 AH7648_STAMPING: 131 RHM 1959 RESET 1979
 AH7648_MARK LOGO: USGS  
 AH7648_PROJECTION: FLUSH
 AH7648_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7648+SATELLITE: SATELLITE OBSERVATIONS - 1979
 AH7648
 AH7648  HISTORY     - Date     Condition        Report By
 AH7648  HISTORY     - 1979     MONUMENTED       USGS
 AH7648
 AH7648                          STATION DESCRIPTION
 AH7648
 AH7648'DESCRIBED BY US GEOLOGICAL SURVEY 1979
 AH7648'THE STATION IS LOCATED IN MADISON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7648'ABOUT 2.0 MILES (3.2 KM) SOUTHWEST OF THE TOWN OF HANOVER.  TO REACH
 AH7648'THE STATION FROM THE INTERSECTION OF STATE ROUTE 16 AND BROWNSVILLE
 AH7648'ROAD (CR 668) PROCEED SOUTH ALONG BROWNSVILLE ROAD (CR 668) A DISTANCE
 AH7648'OF 0.7 MILE (1.1 KM) TO THE STATION ON THE LEFT IN THE HEADWALL OF
 AH7648'BRIDGE OVER LICKING RIVER.  THE STATION IS A STANDARD U.S.  GEOLOGICAL
 AH7648'BENCH MARK DISK SET IN A BRIDGE ABUTMENT AND STAMPED 131 RHM 1959
 AH7648'RESET 1979.  THE STATION IS 4.2 FEET (1.3 M) AZIMUTH 50 DEGREES TO THE
 AH7648'END OF HEADWALL, 12.8 FEET (3.9 M) AZIMUTH 230 DEGREES TO THE END OF
 AH7648'HEADWALL, AND 10.4 FEET (3.2 M) AZIMUTH 22 DEGREES TO A WOOD UTILITY
 AH7648'POLE WITH THE NUMBER 0020/020.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1261 ***********************************************************************
 KZ1261  DESIGNATION -  1323
 KZ1261  PID         -  KZ1261
 KZ1261  STATE/COUNTY-  OH/MORROW
 KZ1261  USGS QUAD   -  BLOOMING GROVE (1987)
 KZ1261
 KZ1261                         *CURRENT SURVEY CONTROL
 KZ1261  ___________________________________________________________________
 KZ1261* NAD 83(1986)-  40 39 12.     (N)    082 44 48.     (W)     SCALED    
 KZ1261* NAVD 88     -       403.011  (meters)    1322.21   (feet)  ADJUSTED  
 KZ1261  ___________________________________________________________________
 KZ1261  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ1261  DYNAMIC HT  -         402.807 (meters)    1321.54  (feet)  COMP
 KZ1261  MODELED GRAV-     980,107.2   (mgal)                       NAVD 88
 KZ1261
 KZ1261  VERT ORDER  -  SECOND    CLASS 0
 KZ1261
 KZ1261.The horizontal coordinates were scaled from a topographic map and have
 KZ1261.an estimated accuracy of +/- 6 seconds.
 KZ1261
 KZ1261.The orthometric height was determined by differential leveling
 KZ1261.and adjusted by the National Geodetic Survey in June 1991..
 KZ1261
 KZ1261.The geoid height was determined by GEOID03.
 KZ1261
 KZ1261.The dynamic height is computed by dividing the NAVD 88
 KZ1261.geopotential number by the normal gravity value computed on the
 KZ1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1261.degrees latitude (g = 980.6199 gals.).
 KZ1261
 KZ1261.The modeled gravity was interpolated from observed gravity values.
 KZ1261
 KZ1261;                    North         East    Units  Estimated Accuracy
 KZ1261;SPC OH N     -   109,600.      579,140.      MT  (+/- 180 meters Scaled)
 KZ1261
 KZ1261                          SUPERSEDED SURVEY CONTROL
 KZ1261
 KZ1261  NGVD 29 (??/??/92)  403.145  (m)         1322.65   (f) ADJ UNCH    2 0
 KZ1261
 KZ1261.Superseded values are not recommended for survey control.
 KZ1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1261.See file dsdata.txt to determine how the superseded data were derived.
 KZ1261
 KZ1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF523017(NAD 83)
 KZ1261_MARKER: P = PIPE CAP
 KZ1261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1261_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1261
 KZ1261  HISTORY     - Date     Condition        Report By
 KZ1261  HISTORY     - UNK      MONUMENTED       USGS
 KZ1261  HISTORY     - 1959     GOOD             NGS
 KZ1261
 KZ1261                          STATION DESCRIPTION
 KZ1261
 KZ1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1261'6 MI W FROM SHAUCK.
 KZ1261'ABOUT 4.1 MILES WEST ALONG COUNTY ROAD 59 FROM THE JUNCTION OF
 KZ1261'U.S. HIGHWAY 42 AT SHAUCK, THENCE ABOUT 1.9 MILES NORTH ALONG
 KZ1261'COUNTY ROAD 46, AT THE INTERSECTION OF COUNTY ROAD 57, 26 1/2
 KZ1261'FEET EAST OF THE CENTER LINE OF ROAD 46, 23 1/2 FEET NORTH OF THE
 KZ1261'CENTER LINE OF ROAD 57, 2 1/2 FEET SOUTHEAST OF POWER LINE POLE
 KZ1261'1 26 11, ABOUT 3 FEET ABOVE THE LEVEL OF THE INTERSECTION, AND
 KZ1261'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1584 ***********************************************************************
 MB1584  DESIGNATION -  1327
 MB1584  PID         -  MB1584
 MB1584  STATE/COUNTY-  OH/CUYAHOGA
 MB1584  USGS QUAD   -  EAST CLEVELAND (1994)
 MB1584
 MB1584                         *CURRENT SURVEY CONTROL
 MB1584  ___________________________________________________________________
 MB1584* NAD 83(1986)-  41 37 00.     (N)    081 30 41.     (W)     SCALED    
 MB1584* NAVD 88     -       184.996  (meters)     606.94   (feet)  ADJUSTED  
 MB1584  ___________________________________________________________________
 MB1584  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 MB1584  DYNAMIC HT  -         184.926 (meters)     606.71  (feet)  COMP
 MB1584  MODELED GRAV-     980,240.8   (mgal)                       NAVD 88
 MB1584
 MB1584  VERT ORDER  -  FIRST     CLASS II
 MB1584
 MB1584.The horizontal coordinates were scaled from a topographic map and have
 MB1584.an estimated accuracy of +/- 6 seconds.
 MB1584
 MB1584.The orthometric height was determined by differential leveling
 MB1584.and adjusted by the National Geodetic Survey in June 1991..
 MB1584.WARNING-Repeat measurements at this control monument indicate possible
 MB1584.vertical movement.
 MB1584
 MB1584.The geoid height was determined by GEOID03.
 MB1584
 MB1584.The dynamic height is computed by dividing the NAVD 88
 MB1584.geopotential number by the normal gravity value computed on the
 MB1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1584.degrees latitude (g = 980.6199 gals.).
 MB1584
 MB1584.The modeled gravity was interpolated from observed gravity values.
 MB1584
 MB1584;                    North         East    Units  Estimated Accuracy
 MB1584;SPC OH N     -   217,010.      682,390.      MT  (+/- 180 meters Scaled)
 MB1584
 MB1584                          SUPERSEDED SURVEY CONTROL
 MB1584
 MB1584  NGVD 29 (06/03/92)  185.225  (m)          607.69   (f) ADJUSTED    1 2
 MB1584
 MB1584.Superseded values are not recommended for survey control.
 MB1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1584.See file dsdata.txt to determine how the superseded data were derived.
 MB1584
 MB1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG573073(NAD 83)
 MB1584_MARKER: DD = SURVEY DISK
 MB1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1584_SP_SET: CONCRETE POST
 MB1584_STAMPING: 1327
 MB1584_MARK LOGO: CRGS  
 MB1584_PROJECTION: RECESSED 15 CENTIMETERS
 MB1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1584+STABILITY: SURFACE MOTION
 MB1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1584+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1584
 MB1584  HISTORY     - Date     Condition        Report By
 MB1584  HISTORY     - UNK      MONUMENTED       CRGS
 MB1584  HISTORY     - 1981     GOOD             NGS
 MB1584  HISTORY     - 19891005 GOOD             NGS
 MB1584  HISTORY     - 20040920 GOOD             OHDT
 MB1584
 MB1584                          STATION DESCRIPTION
 MB1584
 MB1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1584'IN EUCLID.
 MB1584'THE MARK IS 0.15 M BELOW SIDEWALK.
 MB1584'IN EUCLID, AT THE EAST ANGLE OF THE JUNCTION OF LAKE SHORE BOULEVARD
 MB1584'AND EAST 246TH STREET, 11.28 METERS (37.0 FEET) SOUTH-SOUTHEAST OF THE
 MB1584'CENTER OF THE BOULEVARD, 8.11 METERS (26.6 FEET) NORTHWEST OF THE
 MB1584'NORTH END OF THE BOULEVARD UNITED PRESBYTERIAN CHURCH SIGN, 1.34
 MB1584'METERS (4.4 FEET) SOUTHEAST OF A POWER POLE SUPPORTING TRAFFIC LIGHTS.
 MB1584'NOTE--MARK IS REACHED THROUGH A 9-INCH ROUND IRON PLATE MARKED
 MB1584'(MON).
 MB1584
 MB1584                          STATION RECOVERY (1989)
 MB1584
 MB1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1584'IN EUCLID, AT THE EAST ANGLE OF THE JUNCTION OF LAKE SHORE BOULEVARD
 MB1584'AND EAST 246TH STREET, 11.28 METERS (37.0 FEET) SOUTH-SOUTHEAST OF
 MB1584'THE CENTER OF THE BOULEVARD, 8.11 METERS (26.6 FEET) NORTHWEST OF THE
 MB1584'NORTH END OF THE BOULEVARD UNITED PRESBYTERIAN CHURCH SIGN, 1.34
 MB1584'METERS (4.4 FEET) SOUTHEAST OF POWER POLE NUMBER 42689 WHICH SUPPORTS
 MB1584'TRAFFIC LIGHTS.  THE DISK IS RECESSED 10 CM INSIDE A 9 INCH CAST IRON
 MB1584'BOX WITH A COVER MARKED MON.
 MB1584
 MB1584                          STATION RECOVERY (2004)
 MB1584
 MB1584'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1362 ***********************************************************************
 KZ1362  DESIGNATION -  1354
 KZ1362  PID         -  KZ1362
 KZ1362  STATE/COUNTY-  OH/MORROW
 KZ1362  USGS QUAD   -  SHAUCK (1961)
 KZ1362
 KZ1362                         *CURRENT SURVEY CONTROL
 KZ1362  ___________________________________________________________________
 KZ1362* NAD 83(1986)-  40 37 16.     (N)    082 39 47.     (W)     SCALED    
 KZ1362* NAVD 88     -       412.370  (meters)    1352.92   (feet)  ADJUSTED  
 KZ1362  ___________________________________________________________________
 KZ1362  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KZ1362  DYNAMIC HT  -         412.159 (meters)    1352.22  (feet)  COMP
 KZ1362  MODELED GRAV-     980,101.6   (mgal)                       NAVD 88
 KZ1362
 KZ1362  VERT ORDER  -  SECOND    CLASS 0
 KZ1362
 KZ1362.The horizontal coordinates were scaled from a topographic map and have
 KZ1362.an estimated accuracy of +/- 6 seconds.
 KZ1362
 KZ1362.The orthometric height was determined by differential leveling
 KZ1362.and adjusted by the National Geodetic Survey in June 1991..
 KZ1362
 KZ1362.The geoid height was determined by GEOID03.
 KZ1362
 KZ1362.The dynamic height is computed by dividing the NAVD 88
 KZ1362.geopotential number by the normal gravity value computed on the
 KZ1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1362.degrees latitude (g = 980.6199 gals.).
 KZ1362
 KZ1362.The modeled gravity was interpolated from observed gravity values.
 KZ1362
 KZ1362;                    North         East    Units  Estimated Accuracy
 KZ1362;SPC OH N     -   106,000.      586,200.      MT  (+/- 180 meters Scaled)
 KZ1362
 KZ1362                          SUPERSEDED SURVEY CONTROL
 KZ1362
 KZ1362  NGVD 29 (??/??/92)  412.513  (m)         1353.39   (f) ADJ UNCH    2 0
 KZ1362
 KZ1362.Superseded values are not recommended for survey control.
 KZ1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1362.See file dsdata.txt to determine how the superseded data were derived.
 KZ1362
 KZ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE593980(NAD 83)
 KZ1362_MARKER: P = PIPE CAP
 KZ1362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1362_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1362_STAMPING: 1354 OHIO
 KZ1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1362
 KZ1362  HISTORY     - Date     Condition        Report By
 KZ1362  HISTORY     - UNK      MONUMENTED       USGS
 KZ1362  HISTORY     - 1959     GOOD             NGS
 KZ1362  HISTORY     - 1987     POOR             USPSQD
 KZ1362
 KZ1362                          STATION DESCRIPTION
 KZ1362
 KZ1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1362'AT SHAUCK.
 KZ1362'AT SHAUCK (JOHNSVILLE), IN THE NORTHEAST QUARTER OF THE TOWN
 KZ1362'SQUARE, 34 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 314,
 KZ1362'34 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 242, 3.6 FEET
 KZ1362'NORTH OF THE NORTH EDGE OF CONCRETE SIDEWALK, 3.9 FEET EAST OF
 KZ1362'THE EAST EDGE OF CONCRETE SIDEWALK, ABOUT LEVEL WITH THE ROADS,
 KZ1362'AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 3
 KZ1362'INCHES.
 KZ1362
 KZ1362                          STATION RECOVERY (1987)
 KZ1362
 KZ1362'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRC)
 KZ1362'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1289 ***********************************************************************
 KZ1289  DESIGNATION -  1374
 KZ1289  PID         -  KZ1289
 KZ1289  STATE/COUNTY-  OH/MORROW
 KZ1289  USGS QUAD   -  SHAUCK (1961)
 KZ1289
 KZ1289                         *CURRENT SURVEY CONTROL
 KZ1289  ___________________________________________________________________
 KZ1289* NAD 83(1986)-  40 34 46.     (N)    082 43 49.     (W)     SCALED    
 KZ1289* NAVD 88     -       418.205  (meters)    1372.06   (feet)  ADJUSTED  
 KZ1289  ___________________________________________________________________
 KZ1289  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ1289  DYNAMIC HT  -         417.991 (meters)    1371.36  (feet)  COMP
 KZ1289  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 KZ1289
 KZ1289  VERT ORDER  -  SECOND    CLASS 0
 KZ1289
 KZ1289.The horizontal coordinates were scaled from a topographic map and have
 KZ1289.an estimated accuracy of +/- 6 seconds.
 KZ1289
 KZ1289.The orthometric height was determined by differential leveling
 KZ1289.and adjusted by the National Geodetic Survey in June 1991..
 KZ1289
 KZ1289.The geoid height was determined by GEOID03.
 KZ1289
 KZ1289.The dynamic height is computed by dividing the NAVD 88
 KZ1289.geopotential number by the normal gravity value computed on the
 KZ1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1289.degrees latitude (g = 980.6199 gals.).
 KZ1289
 KZ1289.The modeled gravity was interpolated from observed gravity values.
 KZ1289
 KZ1289;                    North         East    Units  Estimated Accuracy
 KZ1289;SPC OH N     -   101,390.      580,500.      MT  (+/- 180 meters Scaled)
 KZ1289
 KZ1289                          SUPERSEDED SURVEY CONTROL
 KZ1289
 KZ1289  NGVD 29 (??/??/92)  418.356  (m)         1372.56   (f) ADJ UNCH    2 0
 KZ1289
 KZ1289.Superseded values are not recommended for survey control.
 KZ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1289.See file dsdata.txt to determine how the superseded data were derived.
 KZ1289
 KZ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE535935(NAD 83)
 KZ1289_MARKER: P = PIPE CAP
 KZ1289_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1289_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1289
 KZ1289  HISTORY     - Date     Condition        Report By
 KZ1289  HISTORY     - UNK      MONUMENTED       USGS
 KZ1289  HISTORY     - 1959     GOOD             NGS
 KZ1289
 KZ1289                          STATION DESCRIPTION
 KZ1289
 KZ1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1289'AT WILLIAMSPORT.
 KZ1289'AT WILLIAMSPORT, AT THE CROSSROAD INTERSECTION OF U.S. HIGHWAY
 KZ1289'42, STATE HIGHWAY 19 LEADING NORTHWEST AND ROAD 22 LEADING
 KZ1289'SOUTHEAST, 24 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 42,
 KZ1289'31 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY 19, 35 1/2 FEET
 KZ1289'SOUTH OF THE SOUTH CORNER OF A HOUSE, ABOUT 1 FOOT BELOW THE
 KZ1289'LEVEL OF HIGHWAY 42, AND IS A CAP RIVETED ON TOP OF A 3 1/2-INCH
 KZ1289'IRON PIPE PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1531 ***********************************************************************
 MB1531  DESIGNATION -  1385
 MB1531  PID         -  MB1531
 MB1531  STATE/COUNTY-  OH/CUYAHOGA
 MB1531  USGS QUAD   -  NORTH OLMSTED (1985)
 MB1531
 MB1531                         *CURRENT SURVEY CONTROL
 MB1531  ___________________________________________________________________
 MB1531* NAD 83(1986)-  41 29 35.     (N)    081 57 01.     (W)     SCALED    
 MB1531* NAVD 88     -       189.882  (meters)     622.97   (feet)  ADJUSTED  
 MB1531  ___________________________________________________________________
 MB1531  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MB1531  DYNAMIC HT  -         189.809 (meters)     622.73  (feet)  COMP
 MB1531  MODELED GRAV-     980,232.2   (mgal)                       NAVD 88
 MB1531
 MB1531  VERT ORDER  -  FIRST     CLASS II
 MB1531
 MB1531.The horizontal coordinates were scaled from a topographic map and have
 MB1531.an estimated accuracy of +/- 6 seconds.
 MB1531
 MB1531.The orthometric height was determined by differential leveling
 MB1531.and adjusted by the National Geodetic Survey in June 1991..
 MB1531
 MB1531.The geoid height was determined by GEOID03.
 MB1531
 MB1531.The dynamic height is computed by dividing the NAVD 88
 MB1531.geopotential number by the normal gravity value computed on the
 MB1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1531.degrees latitude (g = 980.6199 gals.).
 MB1531
 MB1531.The modeled gravity was interpolated from observed gravity values.
 MB1531
 MB1531;                    North         East    Units  Estimated Accuracy
 MB1531;SPC OH N     -   202,960.      645,900.      MT  (+/- 180 meters Scaled)
 MB1531
 MB1531                          SUPERSEDED SURVEY CONTROL
 MB1531
 MB1531  NGVD 29 (06/03/92)  190.128  (m)          623.78   (f) ADJUSTED    1 2
 MB1531
 MB1531.Superseded values are not recommended for survey control.
 MB1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1531.See file dsdata.txt to determine how the superseded data were derived.
 MB1531
 MB1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF206939(NAD 83)
 MB1531_MARKER: DD = SURVEY DISK
 MB1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1531_SP_SET: CONCRETE POST
 MB1531_STAMPING: 1385
 MB1531_MARK LOGO: CRGS  
 MB1531_PROJECTION: RECESSED 6 CENTIMETERS
 MB1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1531+STABILITY: SURFACE MOTION
 MB1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1531+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2002
 MB1531
 MB1531  HISTORY     - Date     Condition        Report By
 MB1531  HISTORY     - UNK      MONUMENTED       CRGS
 MB1531  HISTORY     - 1980     GOOD             NGS
 MB1531  HISTORY     - 20020624 GOOD             INDIV
 MB1531  HISTORY     - 20040830 MARK NOT FOUND   OHDT
 MB1531
 MB1531                          STATION DESCRIPTION
 MB1531
 MB1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1531'4.28 KM WEST FROM BAY VILLAGE.
 MB1531'4.28 KILOMETERS (2.65 MILES) WEST ALONG LAKE ROAD (US HIGHWAY 6 AND
 MB1531'STATE HIGHWAY 2) FROM THE JUNCTION OF COLUMBIA RAOD (STATE HIGHWAY
 MB1531'252) IN BAY VILLAGE, TO THE JUNCTION OF BASSETT ROAD, SET IN THE
 MB1531'SOUTHWEST CORNER OF THE JUNCTION AND NEAR THE SOUTH EDGE OF LAKE RAAD,
 MB1531'THIS MARK IS ENCASED IN A 12-INCH DIAMETER PIPE WITH A COVER AND IS
 MB1531'FLUSH WITH THE GROUND, 9.46 METERS (31.0 FEET) WEST OF THE CENTER OF
 MB1531'BASSETT ROAD, 7.32 METERS (24.0 FEET) SOUTH OF THE CENTER LINE OF LAKE
 MB1531'ROAD, 3.87 METERS (12.7 FEET) NORTHWEST OF THE NORTHWEST LEG OF A
 MB1531'U.S. MAIL BOX, 1.55 METERS (5.1 FEET) NORTH OF THE NORTH EDGE OF THE
 MB1531'SIDEWALK.
 MB1531
 MB1531                          STATION RECOVERY (2002)
 MB1531
 MB1531'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JF)
 MB1531'MAILBOX IS NO LONGER AT THIS LOCATION. CONCRETE PAD ON WHICH MAILBOX
 MB1531'RESTED IS STILL PRESENT.
 MB1531
 MB1531                          STATION RECOVERY (2004)
 MB1531
 MB1531'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0891 ***********************************************************************
 JY0891  DESIGNATION -  138.7
 JY0891  PID         -  JY0891
 JY0891  STATE/COUNTY-  OH/FRANKLIN
 JY0891  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 JY0891
 JY0891                         *CURRENT SURVEY CONTROL
 JY0891  ___________________________________________________________________
 JY0891* NAD 83(1986)-  39 58 21.     (N)    083 00 34.     (W)     SCALED    
 JY0891* NAVD 88     -       224.766  (meters)     737.42   (feet)  ADJUSTED  
 JY0891  ___________________________________________________________________
 JY0891  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JY0891  DYNAMIC HT  -         224.642 (meters)     737.01  (feet)  COMP
 JY0891  MODELED GRAV-     980,069.6   (mgal)                       NAVD 88
 JY0891
 JY0891  VERT ORDER  -  SECOND    CLASS 0
 JY0891
 JY0891.The horizontal coordinates were scaled from a topographic map and have
 JY0891.an estimated accuracy of +/- 6 seconds.
 JY0891
 JY0891.The orthometric height was determined by differential leveling
 JY0891.and adjusted by the National Geodetic Survey in June 1991..
 JY0891
 JY0891.The geoid height was determined by GEOID03.
 JY0891
 JY0891.The dynamic height is computed by dividing the NAVD 88
 JY0891.geopotential number by the normal gravity value computed on the
 JY0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0891.degrees latitude (g = 980.6199 gals.).
 JY0891
 JY0891.The modeled gravity was interpolated from observed gravity values.
 JY0891
 JY0891;                    North         East    Units  Estimated Accuracy
 JY0891;SPC OH S     -   219,100.      556,480.      MT  (+/- 180 meters Scaled)
 JY0891
 JY0891                          SUPERSEDED SURVEY CONTROL
 JY0891
 JY0891  NGVD 29 (??/??/92)  224.947  (m)          738.01   (f) ADJ UNCH    2 0
 JY0891
 JY0891.Superseded values are not recommended for survey control.
 JY0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0891.See file dsdata.txt to determine how the superseded data were derived.
 JY0891
 JY0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE283266(NAD 83)
 JY0891_MARKER: B = BOLT
 JY0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0891_SP_SET: BRIDGE
 JY0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0891
 JY0891  HISTORY     - Date     Condition        Report By
 JY0891  HISTORY     - UNK      MONUMENTED       CGS
 JY0891  HISTORY     - 1935     GOOD             NGS
 JY0891
 JY0891                          STATION DESCRIPTION
 JY0891
 JY0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY0891'0.7 MI W FROM COLUMBUS.
 JY0891'0.7 MILE WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JY0891'ST. LOUIS RAILWAY FROM THE STATION AT COLUMBUS, FRANKLIN
 JY0891'COUNTY, IN THE TOP OF THE NORTHEAST CORNER OF BRIDGE 400 B,
 JY0891'897 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE
 JY0891'TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0717 ***********************************************************************
 JZ0717  DESIGNATION -  139
 JZ0717  PID         -  JZ0717
 JZ0717  STATE/COUNTY-  OH/HAMILTON
 JZ0717  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0717
 JZ0717                         *CURRENT SURVEY CONTROL
 JZ0717  ___________________________________________________________________
 JZ0717* NAD 83(1986)-  39 07 50.     (N)    084 33 42.     (W)     SCALED    
 JZ0717* NAVD 88     -       216.228  (meters)     709.41   (feet)  ADJUSTED  
 JZ0717  ___________________________________________________________________
 JZ0717  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0717  DYNAMIC HT  -         216.091 (meters)     708.96  (feet)  COMP
 JZ0717  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JZ0717
 JZ0717  VERT ORDER  -  FIRST     CLASS II
 JZ0717
 JZ0717.The horizontal coordinates were scaled from a topographic map and have
 JZ0717.an estimated accuracy of +/- 6 seconds.
 JZ0717
 JZ0717.The orthometric height was determined by differential leveling
 JZ0717.and adjusted by the National Geodetic Survey in June 1991..
 JZ0717
 JZ0717.The geoid height was determined by GEOID03.
 JZ0717
 JZ0717.The dynamic height is computed by dividing the NAVD 88
 JZ0717.geopotential number by the normal gravity value computed on the
 JZ0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0717.degrees latitude (g = 980.6199 gals.).
 JZ0717
 JZ0717.The modeled gravity was interpolated from observed gravity values.
 JZ0717
 JZ0717;                    North         East    Units  Estimated Accuracy
 JZ0717;SPC OH S     -   127,540.      421,760.      MT  (+/- 180 meters Scaled)
 JZ0717
 JZ0717                          SUPERSEDED SURVEY CONTROL
 JZ0717
 JZ0717  NGVD 29 (??/??/92)  216.405  (m)          709.99   (f) ADJ UNCH    1 2
 JZ0717
 JZ0717.Superseded values are not recommended for survey control.
 JZ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0717.See file dsdata.txt to determine how the superseded data were derived.
 JZ0717
 JZ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ107340(NAD 83)
 JZ0717_MARKER: DT = TOPOGRAPHIC STATION DISK
 JZ0717_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JZ0717_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JZ0717_STAMPING: 139
 JZ0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0717
 JZ0717  HISTORY     - Date     Condition        Report By
 JZ0717  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0717  HISTORY     - 1947     GOOD             NGS
 JZ0717  HISTORY     - 20040124 GOOD             GEOCAC
 JZ0717
 JZ0717                          STATION DESCRIPTION
 JZ0717
 JZ0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0717'AT CINCINNATI.
 JZ0717'AT THE NORTHEAST CORNER OF THE INTERSECTION OF HARRISON AVENUE
 JZ0717'AND FAIRMOUNT AVENUE, A CAP ON PIPE IN THE NORTH SIDEWALK OF
 JZ0717'FAIRMOUNT AVENUE, 2.5 FEET NORTH OF THE NORTH CURB LINE AND 9.9
 JZ0717'FEET EAST OF THE EAST CURB LINE OF HARRISON AVENUE.
 JZ0717
 JZ0717                          STATION RECOVERY (2004)
 JZ0717
 JZ0717'RECOVERY NOTE BY GEOCACHING 2004
 JZ0717'N 39  07.837 W 084  33.691
 JZ0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1332 ***********************************************************************
 MB1332  DESIGNATION -  139 CWL
 MB1332  PID         -  MB1332
 MB1332  STATE/COUNTY-  OH/SUMMIT
 MB1332  USGS QUAD   -  PENINSULA (1994)
 MB1332
 MB1332                         *CURRENT SURVEY CONTROL
 MB1332  ___________________________________________________________________
 MB1332* NAD 83(1986)-  41 08 10.     (N)    081 32 52.     (W)     SCALED    
 MB1332* NAVD 88     -       231.382  (meters)     759.13   (feet)  ADJUSTED  
 MB1332  ___________________________________________________________________
 MB1332  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB1332  DYNAMIC HT  -         231.282 (meters)     758.80  (feet)  COMP
 MB1332  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 MB1332
 MB1332  VERT ORDER  -  FIRST     CLASS II
 MB1332
 MB1332.The horizontal coordinates were scaled from a topographic map and have
 MB1332.an estimated accuracy of +/- 6 seconds.
 MB1332
 MB1332.The orthometric height was determined by differential leveling
 MB1332.and adjusted by the National Geodetic Survey in June 1991..
 MB1332
 MB1332.The geoid height was determined by GEOID03.
 MB1332
 MB1332.The dynamic height is computed by dividing the NAVD 88
 MB1332.geopotential number by the normal gravity value computed on the
 MB1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1332.degrees latitude (g = 980.6199 gals.).
 MB1332
 MB1332.The modeled gravity was interpolated from observed gravity values.
 MB1332
 MB1332;                    North         East    Units  Estimated Accuracy
 MB1332;SPC OH N     -   163,610.      679,940.      MT  (+/- 180 meters Scaled)
 MB1332
 MB1332                          SUPERSEDED SURVEY CONTROL
 MB1332
 MB1332  NGVD 29 (??/??/92)  231.580  (m)          759.78   (f) ADJ UNCH    1 2
 MB1332
 MB1332.Superseded values are not recommended for survey control.
 MB1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1332.See file dsdata.txt to determine how the superseded data were derived.
 MB1332
 MB1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF540540(NAD 83)
 MB1332_MARKER: DD = SURVEY DISK
 MB1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1332_SP_SET: SIDEWALK
 MB1332_STAMPING: CWL 139 760 1952
 MB1332_MARK LOGO: USGS  
 MB1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1332
 MB1332  HISTORY     - Date     Condition        Report By
 MB1332  HISTORY     - 1952     MONUMENTED       USGS
 MB1332  HISTORY     - 1964     GOOD             CGS
 MB1332
 MB1332                          STATION DESCRIPTION
 MB1332
 MB1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1332'AT AKRON.
 MB1332'AT AKRON, ABOUT 0.1 MILE SOUTH ALONG PENINSULA ROAD FROM THE
 MB1332'JUNCTION OF PORTAGE TRAIL, SET IN THE TOP AT THE NORTH END OF
 MB1332'THE WEST SIDEWALK OF A TRUSS BRIDGE OVER CUYAHOGA RIVER, 23
 MB1332'FEET WEST OF THE CENTER LINE OF PENINSULA ROAD, 0.6 FOOT EAST
 MB1332'OF THE WEST EDGE OF SIDEWALK, 1.3 FOOT SOUTH OF THE NORTH END OF
 MB1332'SIDEWALK AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6782 ***********************************************************************
 AI6782  DESIGNATION -  13A
 AI6782  PID         -  AI6782
 AI6782  STATE/COUNTY-  OH/CLINTON
 AI6782  USGS QUAD   -  BLANCHESTER (1974)
 AI6782
 AI6782                         *CURRENT SURVEY CONTROL
 AI6782  ___________________________________________________________________
 AI6782* NAD 83(1995)-  39 18 42.63904(N)    083 59 09.77226(W)     ADJUSTED  
 AI6782* NAVD 88     -       291.3    (meters)     956.     (feet)  GPS OBS   
 AI6782  ___________________________________________________________________
 AI6782  X           -     517,741.547 (meters)                     COMP
 AI6782  Y           -  -4,914,469.594 (meters)                     COMP
 AI6782  Z           -   4,019,326.209 (meters)                     COMP
 AI6782  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 AI6782  ELLIP HEIGHT-         258.01  (meters)          (10/07/05) GPS OBS
 AI6782  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AI6782
 AI6782  HORZ ORDER  -  FIRST
 AI6782  ELLP ORDER  -  THIRD     CLASS II
 AI6782
 AI6782.The horizontal coordinates were established by GPS observations
 AI6782.and adjusted by the National Geodetic Survey in August 2000..
 AI6782
 AI6782.The orthometric height was determined by GPS observations and a
 AI6782.high-resolution geoid model.
 AI6782
 AI6782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6782
 AI6782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6782
 AI6782.The ellipsoidal height was determined by GPS observations
 AI6782.and is referenced to NAD 83.
 AI6782
 AI6782.The geoid height was determined by GEOID03.
 AI6782
 AI6782;                    North         East     Units Scale Factor Converg.
 AI6782;SPC OH S     -   146,686.426   471,849.898   MT  0.99993671   -0 56 34.5
 AI6782;UTM  17      - 4,355,635.573   242,548.484   MT  1.00041618   -1 53 34.2
 AI6782;UTM  16      - 4,355,715.469   759,857.813   MT  1.00043151   +1 54 37.9
 AI6782
 AI6782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6782!SPC OH S     -   0.99995952  x   0.99993671  =   0.99989623
 AI6782!UTM  17      -   0.99995952  x   1.00041618  =   1.00037569
 AI6782!UTM  16      -   0.99995952  x   1.00043151  =   1.00039101
 AI6782
 AI6782:                Primary Azimuth Mark                     Grid Az
 AI6782:SPC OH S     -  13                                       201 11 32.9
 AI6782:UTM  17      -  13                                       202 08 32.6
 AI6782:UTM  16      -  13                                       198 20 20.5
 AI6782
 AI6782|---------------------------------------------------------------------|
 AI6782| PID    Reference Object                     Distance      Geod. Az  |
 AI6782|                                                           dddmmss.s |
 AI6782| AI6752 13                                  460.072 METERS 2001458.4 |
 AI6782|---------------------------------------------------------------------|
 AI6782
 AI6782                          SUPERSEDED SURVEY CONTROL
 AI6782
 AI6782  ELLIP H (08/02/00)  258.02   (m)                       GP(       ) 3 2
 AI6782
 AI6782.Superseded values are not recommended for survey control.
 AI6782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6782.See file dsdata.txt to determine how the superseded data were derived.
 AI6782
 AI6782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4254855636(NAD 83)
 AI6782_MARKER: DD = SURVEY DISK
 AI6782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6782_STAMPING: GPS 13A 2000
 AI6782_MARK LOGO: OH-027
 AI6782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6782+STABILITY: SURFACE MOTION
 AI6782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6782+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6782
 AI6782  HISTORY     - Date     Condition        Report By
 AI6782  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6782
 AI6782                          STATION DESCRIPTION
 AI6782
 AI6782'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6782'THE STATION IS LOCATED 12.5 MI (20.1 KM) SOUTHWEST OF WILMINGTON, 6.25
 AI6782'MI (10.06 KM) SOUTH OF CLARKSVILLE, AND 1.25 MI (2.01 KM) NORTH OF
 AI6782'BLANCHESTER.  THE STATION IS ON THE WEST SIDE OF STATE ROUTE 133 AT
 AI6782'THE SOUTH SIDE OF A 6 IN CULVERT.
 AI6782'TO REACH THE STATION FROM BLANCHESTER, FROM THE INTERSECTION OF SR
 AI6782'123/SR 28/SR 133, PROCEED NORTH ALONG SR 133 APPROXIMATELY 1.4 MI (2.3
 AI6782'KM) TO THE STATION ON THE LEFT.
 AI6782'THE STATION IS APPROXIMATELY 78.9 FT (24.0 M) NORTHEAST OF A POWER
 AI6782'POLE, 16.8 FT (5.1 M) SOUTHWEST OF THE SOUTHERN END OF A 12-INCH
 AI6782'CONCRETE HEADWALL, AND 15.1 FT (4.6 M) NORTHWEST OF THE EDGE OF
 AI6782'PAVEMENT OF SR 133.  THE STATION IS A STANDARD CLINTON COUNTY SURVEY
 AI6782'DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS 13A
 AI6782'2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2443 ***********************************************************************
 AB2443  DESIGNATION -  14
 AB2443  PID         -  AB2443
 AB2443  STATE/COUNTY-  OH/ATHENS
 AB2443  USGS QUAD   -  THE PLAINS (1995)
 AB2443
 AB2443                         *CURRENT SURVEY CONTROL
 AB2443  ___________________________________________________________________
 AB2443* NAD 83(1995)-  39 19 13.17251(N)    082 13 13.96465(W)     ADJUSTED  
 AB2443* NAVD 88     -       254.5    (meters)     835.     (feet)  GPS OBS   
 AB2443  ___________________________________________________________________
 AB2443  X           -     668,820.712 (meters)                     COMP
 AB2443  Y           -  -4,895,565.598 (meters)                     COMP
 AB2443  Z           -   4,020,030.905 (meters)                     COMP
 AB2443  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AB2443  ELLIP HEIGHT-         220.39  (meters)          (10/07/05) GPS OBS
 AB2443  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 AB2443
 AB2443  HORZ ORDER  -  FIRST
 AB2443  ELLP ORDER  -  FOURTH    CLASS I
 AB2443
 AB2443.The horizontal coordinates were established by GPS observations
 AB2443.and adjusted by the National Geodetic Survey in April 1998..
 AB2443
 AB2443.The orthometric height was determined by GPS observations and a
 AB2443.high-resolution geoid model.
 AB2443
 AB2443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2443
 AB2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2443
 AB2443.The ellipsoidal height was determined by GPS observations
 AB2443.and is referenced to NAD 83.
 AB2443
 AB2443.The geoid height was determined by GEOID03.
 AB2443
 AB2443;                    North         East     Units Scale Factor Converg.
 AB2443;SPC OH S     -   146,610.768   624,097.018   MT  0.99993653   +0 10 38.3
 AB2443;UTM  17      - 4,353,034.613   394,787.420   MT  0.99973630   -0 46 24.5
 AB2443
 AB2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2443!SPC OH S     -   0.99996542  x   0.99993653  =   0.99990196
 AB2443!UTM  17      -   0.99996542  x   0.99973630  =   0.99970173
 AB2443
 AB2443                          SUPERSEDED SURVEY CONTROL
 AB2443
 AB2443  ELLIP H (04/01/98)  220.40   (m)                       GP(       ) 4 1
 AB2443  NAD 83(1986)-  39 19 13.17338(N)    082 13 13.96767(W) AD(       ) 1
 AB2443
 AB2443.Superseded values are not recommended for survey control.
 AB2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2443.See file dsdata.txt to determine how the superseded data were derived.
 AB2443
 AB2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9478753035(NAD 83)
 AB2443_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2443_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2443_STAMPING: 14 1995
 AB2443_MARK LOGO: ATHCE 
 AB2443_PROJECTION: FLUSH
 AB2443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2443+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2443_ROD/PIPE-DEPTH: 1    meters
 AB2443
 AB2443  HISTORY     - Date     Condition        Report By
 AB2443  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2443
 AB2443                          STATION DESCRIPTION
 AB2443
 AB2443'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2443'IN ATHENS COUNTY, OHIO, WATERLOO TOWNSHIP, STATION IS LOCATED IN NORTH
 AB2443'R/W OF C.R.  3 NEAR SOUTHWEST END OF ELEMENTARY SCHOOL BLDG.,
 AB2443'APPROXIMATELY 0.2 MI.SOUTH OF INTERSECTION WITH C.R.  6.  SET ABOUT 32
 AB2443'FT.SOUTHWEST OF NORTHWEST CORNER OF SCHOOL BLDG.  AND 47 FT.WEST OF A
 AB2443'TELEPHONE POLE IN THE NORTH R/W, CLOSEST TO THE WEST END OF THE SCHOOL
 AB2443'BLDG..  STATION IS FLUSH WITH THE GROUND.  A STATION SKETCH IS
 AB2443'AVAILABLE THROUGH THE ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6890 ***********************************************************************
 AC6890  DESIGNATION -  14
 AC6890  PID         -  AC6890
 AC6890  STATE/COUNTY-  OH/BELMONT
 AC6890  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6890
 AC6890                         *CURRENT SURVEY CONTROL
 AC6890  ___________________________________________________________________
 AC6890* NAD 83(1995)-  40 03 47.47841(N)    080 55 02.18741(W)     ADJUSTED  
 AC6890* NAVD 88     -       333.1    (meters)    1093.     (feet)  GPS OBS   
 AC6890  ___________________________________________________________________
 AC6890  X           -     771,688.356 (meters)                     COMP
 AC6890  Y           -  -4,827,130.073 (meters)                     COMP
 AC6890  Z           -   4,083,550.427 (meters)                     COMP
 AC6890  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AC6890  ELLIP HEIGHT-         299.34  (meters)          (10/07/05) GPS OBS
 AC6890  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AC6890
 AC6890  HORZ ORDER  -  FIRST
 AC6890  ELLP ORDER  -  FOURTH    CLASS II
 AC6890
 AC6890.The horizontal coordinates were established by GPS observations
 AC6890.and adjusted by the National Geodetic Survey in October 2005..
 AC6890
 AC6890.The orthometric height was determined by GPS observations and a
 AC6890.high-resolution geoid model.
 AC6890
 AC6890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6890
 AC6890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6890
 AC6890.The ellipsoidal height was determined by GPS observations
 AC6890.and is referenced to NAD 83.
 AC6890
 AC6890.The geoid height was determined by GEOID03.
 AC6890
 AC6890;                    North         East     Units Scale Factor Converg.
 AC6890;SPC OH S     -   230,232.426   735,024.294   MT  1.00000604   +1 00 15.4
 AC6890;UTM  17      - 4,434,773.835   507,054.930   MT  0.99960061   +0 03 11.7
 AC6890
 AC6890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6890!SPC OH S     -   0.99995304  x   1.00000604  =   0.99995908
 AC6890!UTM  17      -   0.99995304  x   0.99960061  =   0.99955367
 AC6890
 AC6890                          SUPERSEDED SURVEY CONTROL
 AC6890
 AC6890  NAD 83(1995)-  40 03 47.47021(N)    080 55 02.18840(W) AD(       ) 1
 AC6890  NAD 83(1986)-  40 03 47.48275(N)    080 55 02.19513(W) AD(       ) 1
 AC6890
 AC6890.Superseded values are not recommended for survey control.
 AC6890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6890.See file dsdata.txt to determine how the superseded data were derived.
 AC6890
 AC6890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0705534774(NAD 83)
 AC6890_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6890_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6890_STAMPING: 14 1996
 AC6890_MARK LOGO: OH7200
 AC6890_PROJECTION: FLUSH
 AC6890_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6890+STABILITY: SURFACE MOTION
 AC6890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6890+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6890_ROD/PIPE-DEPTH: 1    meters
 AC6890
 AC6890  HISTORY     - Date     Condition        Report By
 AC6890  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6890
 AC6890                          STATION DESCRIPTION
 AC6890
 AC6890'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6890'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6890'STATION IS SET IN THE NORTH R/W OF RESERVOIR RD.  IN FRONT OF SAGINAW
 AC6890'MINING COMPANY MAIN OFFICE.  OPPOSITE A SMALL POND, ABOUT 60 F (18.3
 AC6890'M) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE OFFICE, 110 FT. (33.5 M)
 AC6890'SOUTHWEST FROM THE SOUTHEAST CORNER OF THE OFFICE, AND 38 FT.  (11.6
 AC6890'M) EAST FROM A PK SET INTO NORTH R/W OF RESERVOIR RD. THE STATION IS
 AC6890'FLUSH WITH THE GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE CITY
 AC6890'OF ST.  CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6753 ***********************************************************************
 AI6753  DESIGNATION -  14
 AI6753  PID         -  AI6753
 AI6753  STATE/COUNTY-  OH/CLINTON
 AI6753  USGS QUAD   -  CLARKSVILLE (1986)
 AI6753
 AI6753                         *CURRENT SURVEY CONTROL
 AI6753  ___________________________________________________________________
 AI6753* NAD 83(1995)-  39 24 15.76748(N)    083 58 28.63762(W)     ADJUSTED  
 AI6753* NAVD 88     -       245.3    (meters)     805.     (feet)  GPS OBS   
 AI6753  ___________________________________________________________________
 AI6753  X           -     518,033.969 (meters)                     COMP
 AI6753  Y           -  -4,907,851.529 (meters)                     COMP
 AI6753  Z           -   4,027,240.806 (meters)                     COMP
 AI6753  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 AI6753  ELLIP HEIGHT-         212.03  (meters)          (10/07/05) GPS OBS
 AI6753  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AI6753
 AI6753  HORZ ORDER  -  FIRST
 AI6753  ELLP ORDER  -  THIRD     CLASS II
 AI6753
 AI6753.The horizontal coordinates were established by GPS observations
 AI6753.and adjusted by the National Geodetic Survey in August 2000..
 AI6753
 AI6753.The orthometric height was determined by GPS observations and a
 AI6753.high-resolution geoid model.
 AI6753
 AI6753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6753
 AI6753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6753
 AI6753.The ellipsoidal height was determined by GPS observations
 AI6753.and is referenced to NAD 83.
 AI6753
 AI6753.The geoid height was determined by GEOID03.
 AI6753
 AI6753;                    North         East     Units Scale Factor Converg.
 AI6753;SPC OH S     -   156,941.772   473,002.917   MT  0.99993597   -0 56 08.4
 AI6753;UTM  17      - 4,365,875.223   243,872.320   MT  1.00040778   -1 53 21.4
 AI6753;UTM  16      - 4,366,020.644   760,498.854   MT  1.00043560   +1 55 17.6
 AI6753
 AI6753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6753!SPC OH S     -   0.99996674  x   0.99993597  =   0.99990271
 AI6753!UTM  17      -   0.99996674  x   1.00040778  =   1.00037450
 AI6753!UTM  16      -   0.99996674  x   1.00043560  =   1.00040232
 AI6753
 AI6753:                Primary Azimuth Mark                     Grid Az
 AI6753:SPC OH S     -  14A                                      016 37 07.6
 AI6753:UTM  17      -  14A                                      017 34 20.6
 AI6753:UTM  16      -  14A                                      013 45 41.6
 AI6753
 AI6753|---------------------------------------------------------------------|
 AI6753| PID    Reference Object                     Distance      Geod. Az  |
 AI6753|                                                           dddmmss.s |
 AI6753| AI6783 14A                                 469.765 METERS 0154059.2 |
 AI6753|---------------------------------------------------------------------|
 AI6753
 AI6753                          SUPERSEDED SURVEY CONTROL
 AI6753
 AI6753  ELLIP H (08/02/00)  212.10   (m)                       GP(       ) 3 2
 AI6753
 AI6753.Superseded values are not recommended for survey control.
 AI6753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6753.See file dsdata.txt to determine how the superseded data were derived.
 AI6753
 AI6753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4387265875(NAD 83)
 AI6753_MARKER: DD = SURVEY DISK
 AI6753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6753_STAMPING: GPS 14 2000
 AI6753_MARK LOGO: OH-027
 AI6753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6753+STABILITY: SURFACE MOTION
 AI6753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6753+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6753
 AI6753  HISTORY     - Date     Condition        Report By
 AI6753  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6753
 AI6753                          STATION DESCRIPTION
 AI6753
 AI6753'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6753'THE STATION IS APPROXIMATELY 8.25 MI (13.28 KM) WEST-SOUTHWEST OF
 AI6753'WILMINGTON, 7.75 MI (12.47 KM) NORTH OF BLANCHESTER, AND 0.5 MI (0.8
 AI6753'KM) NORTH OF CLARKSVILLE.  THE STATION IS 0.1 MI (0.2 KM) NORTH OF THE
 AI6753'INTERSECTION OF CLARKSVILLE ROAD AND CREEK ROAD, ON THE EAST SIDE OF
 AI6753'CREEK ROAD, AT THE EDGE OF A CROP FIELD.
 AI6753'TO REACH THE POINT FROM CLARKSVILLE, FROM THE INTERSECTION OF STATE
 AI6753'ROUTE 350, STATE ROUTE 132, AND CLARKSVILLE ROAD, PROCEED NORTH THEN
 AI6753'NORTHEAST ALONG CLARKSVILLE ROAD FOR APPROXIMATELY 0.3 MI (0.5 KM) TO
 AI6753'A ROAD ON THE LEFT.  TURN LEFT AND PROCEED NORTH ALONG CREEK ROAD FOR
 AI6753'APPROXIMATEY 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 AI6753'THE STATION IS LOCATED APPROXIMATELY 37.6 FT (11.5 M) EAST OF THE
 AI6753'CENTERLINE OF CREEK ROAD, 34.5 FT (10.5 M) SOUTHEAST OF POWER POLE
 AI6753'NUMBER 1500-4, AND 19.9 FT (6.1 M) SOUTHEAST OF EAST SIDE ADOPT A
 AI6753'HIGHWAY SIGN.  THE STATION IS A STANDARD CLINTON COUNTY SURVEY DISK
 AI6753'SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS 14 2000--RECESSED
 AI6753'0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2285 ***********************************************************************
 KZ2285  DESIGNATION -  14 0008
 KZ2285  PID         -  KZ2285
 KZ2285  STATE/COUNTY-  OH/DELAWARE
 KZ2285  USGS QUAD   -  PROSPECT (1973)
 KZ2285
 KZ2285                         *CURRENT SURVEY CONTROL
 KZ2285  ___________________________________________________________________
 KZ2285* NAD 83(1995)-  40 23 01.22655(N)    083 11 09.21493(W)     ADJUSTED  
 KZ2285* NAVD 88     -       273.4    (meters)     897.     (feet)  GPS OBS   
 KZ2285  ___________________________________________________________________
 KZ2285  X           -     577,271.727 (meters)                     COMP
 KZ2285  Y           -  -4,831,028.880 (meters)                     COMP
 KZ2285  Z           -   4,110,684.121 (meters)                     COMP
 KZ2285  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 KZ2285  ELLIP HEIGHT-         239.32  (meters)          (10/07/05) GPS OBS
 KZ2285  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KZ2285
 KZ2285  HORZ ORDER  -  FIRST
 KZ2285  ELLP ORDER  -  FOURTH    CLASS I
 KZ2285
 KZ2285.The horizontal coordinates were established by GPS observations
 KZ2285.and adjusted by the National Geodetic Survey in April 1998..
 KZ2285
 KZ2285.The orthometric height was determined by GPS observations and a
 KZ2285.high-resolution geoid model.
 KZ2285
 KZ2285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2285
 KZ2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2285
 KZ2285.The ellipsoidal height was determined by GPS observations
 KZ2285.and is referenced to NAD 83.
 KZ2285
 KZ2285.The geoid height was determined by GEOID03.
 KZ2285
 KZ2285;                    North         East     Units Scale Factor Converg.
 KZ2285;SPC OH N     -    79,850.744   541,758.099   MT  1.00000988   -0 27 02.2
 KZ2285;UTM  17      - 4,472,636.483   314,453.996   MT  1.00002380   -1 24 59.9
 KZ2285
 KZ2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2285!SPC OH N     -   0.99996246  x   1.00000988  =   0.99997234
 KZ2285!UTM  17      -   0.99996246  x   1.00002380  =   0.99998626
 KZ2285
 KZ2285:                Primary Azimuth Mark                     Grid Az
 KZ2285:SPC OH N     -  16 0007                                  274 41 39.8
 KZ2285:UTM  17      -  16 0007                                  275 39 37.5
 KZ2285
 KZ2285|---------------------------------------------------------------------|
 KZ2285| PID    Reference Object                     Distance      Geod. Az  |
 KZ2285|                                                           dddmmss.s |
 KZ2285| KZ2284 16 0007                             490.459 METERS 2741437.6 |
 KZ2285|---------------------------------------------------------------------|
 KZ2285
 KZ2285                          SUPERSEDED SURVEY CONTROL
 KZ2285
 KZ2285  ELLIP H (04/01/98)  239.36   (m)                       GP(       ) 4 1
 KZ2285  NAD 83(1986)-  40 23 01.23318(N)    083 11 09.22294(W) AD(       ) 1
 KZ2285
 KZ2285.Superseded values are not recommended for survey control.
 KZ2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2285.See file dsdata.txt to determine how the superseded data were derived.
 KZ2285
 KZ2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1445472636(NAD 83)
 KZ2285_MARKER: DE = TRAVERSE STATION DISK
 KZ2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2285_SP_SET: CONCRETE POST
 KZ2285_STAMPING: DELAWARE COUNTY ENGINEER 14-0008 1991
 KZ2285_MARK LOGO: DCE   
 KZ2285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2285+STABILITY: SURFACE MOTION
 KZ2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2285+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2285
 KZ2285  HISTORY     - Date     Condition        Report By
 KZ2285  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2285
 KZ2285                          STATION DESCRIPTION
 KZ2285
 KZ2285'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2285'STATION IS LOCATED ON THE SOUTHWEST CORNER OF INTERSECTION OF RIVER
 KZ2285'ROAD AND RADNOR ROAD, 31.0 FT (9.4 M) SOUTH OF CENTERLINE OF RADNOR
 KZ2285'ROAD, 14.5 FT (4.4 M) WEST OF CENTERLINE OF RIVER ROAD AND 6.0 FT
 KZ2285'(1.8 M) SOUTHEAST OF A ROAD NAME SIGN ON THE SOUTH SIDE OF RADNOR
 KZ2285'ROAD.
 KZ2285'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2285'STATE RT. 37 FOR 5.89 MI (9.48 KM) TO S.R. 257. TURN RIGHT ON S.R.
 KZ2285'257 FOR 4.34 MI (6.98 KM) TO RADNOR ROAD. TURN RIGHT ON RADNOR ROAD
 KZ2285'FOR 0.30 MI (0.48 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2286 ***********************************************************************
 KZ2286  DESIGNATION -  14 0009
 KZ2286  PID         -  KZ2286
 KZ2286  STATE/COUNTY-  OH/DELAWARE
 KZ2286  USGS QUAD   -  PROSPECT (1973)
 KZ2286
 KZ2286                         *CURRENT SURVEY CONTROL
 KZ2286  ___________________________________________________________________
 KZ2286* NAD 83(1995)-  40 25 54.72110(N)    083 09 40.97815(W)     ADJUSTED  
 KZ2286* NAVD 88     -       281.7    (meters)     924.     (feet)  GPS OBS   
 KZ2286  ___________________________________________________________________
 KZ2286  X           -     578,925.981 (meters)                     COMP
 KZ2286  Y           -  -4,827,343.296 (meters)                     COMP
 KZ2286  Z           -   4,114,764.465 (meters)                     COMP
 KZ2286  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 KZ2286  ELLIP HEIGHT-         247.52  (meters)          (10/07/05) GPS OBS
 KZ2286  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KZ2286
 KZ2286  HORZ ORDER  -  FIRST
 KZ2286  ELLP ORDER  -  FOURTH    CLASS I
 KZ2286
 KZ2286.The horizontal coordinates were established by GPS observations
 KZ2286.and adjusted by the National Geodetic Survey in April 1998..
 KZ2286
 KZ2286.The orthometric height was determined by GPS observations and a
 KZ2286.high-resolution geoid model.
 KZ2286
 KZ2286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2286
 KZ2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2286
 KZ2286.The ellipsoidal height was determined by GPS observations
 KZ2286.and is referenced to NAD 83.
 KZ2286
 KZ2286.The geoid height was determined by GEOID03.
 KZ2286
 KZ2286;                    North         East     Units Scale Factor Converg.
 KZ2286;SPC OH N     -    85,186.004   543,879.901   MT  1.00000028   -0 26 04.2
 KZ2286;UTM  17      - 4,477,935.253   316,665.552   MT  1.00001375   -1 24 07.7
 KZ2286
 KZ2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2286!SPC OH N     -   0.99996117  x   1.00000028  =   0.99996145
 KZ2286!UTM  17      -   0.99996117  x   1.00001375  =   0.99997492
 KZ2286
 KZ2286:                Primary Azimuth Mark                     Grid Az
 KZ2286:SPC OH N     -  14 0010                                  184 01 09.0
 KZ2286:UTM  17      -  14 0010                                  184 59 12.5
 KZ2286
 KZ2286|---------------------------------------------------------------------|
 KZ2286| PID    Reference Object                     Distance      Geod. Az  |
 KZ2286|                                                           dddmmss.s |
 KZ2286| KZ2287 14 0010                             APPROX. 0.8 KM 1833504.8 |
 KZ2286|---------------------------------------------------------------------|
 KZ2286
 KZ2286                          SUPERSEDED SURVEY CONTROL
 KZ2286
 KZ2286  ELLIP H (04/01/98)  247.55   (m)                       GP(       ) 4 1
 KZ2286  NAD 83(1986)-  40 25 54.72772(N)    083 09 40.98637(W) AD(       ) 1
 KZ2286
 KZ2286.Superseded values are not recommended for survey control.
 KZ2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2286.See file dsdata.txt to determine how the superseded data were derived.
 KZ2286
 KZ2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1666677935(NAD 83)
 KZ2286_MARKER: DE = TRAVERSE STATION DISK
 KZ2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2286_SP_SET: CONCRETE POST
 KZ2286_STAMPING: DELAWARE COUNTY ENGINEER 14-0009 1991
 KZ2286_MARK LOGO: DCE   
 KZ2286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2286+STABILITY: SURFACE MOTION
 KZ2286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2286+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2286
 KZ2286  HISTORY     - Date     Condition        Report By
 KZ2286  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2286
 KZ2286                          STATION DESCRIPTION
 KZ2286
 KZ2286'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2286'STATION IS LOCATED ON THE SOUTHWEST CORNER OF INTERSECTION OF CURTIS
 KZ2286'ROAD AND NORTON ROAD, 2.5 FT (0.8 M) WEST OF THE WEST EDGE OF
 KZ2286'PAVEMENT OF CURTIS ROAD, 34.0 FT (10.4 M) SOUTH OF CENTERLINE OF
 KZ2286'NORTON ROAD, 62.6 FT (19.1 M) SOUTHWEST OF POLE ON THE NORTHEAST
 KZ2286'CORNER OF INTERSECTION OF THE SAID ROADS AND 58.2 FT (17.7 M) SOUTH
 KZ2286'OF POLE ON THE NORTH SIDE OF NORTON ROAD.
 KZ2286'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2286'S.R. 37 FOR 3.36 MI (5.41 KM) TO S.R. 203. TURN RIGHT ON S.R. 203 FOR
 KZ2286'6.27 MI (10.09 KM) TO CURTIS ROAD. TURN RIGHT ON CURTIS ROAD FOR 1.87
 KZ2286'MI (3.01 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2287 ***********************************************************************
 KZ2287  DESIGNATION -  14 0010
 KZ2287  PID         -  KZ2287
 KZ2287  STATE/COUNTY-  OH/DELAWARE
 KZ2287  USGS QUAD   -  PROSPECT (1973)
 KZ2287
 KZ2287                         *CURRENT SURVEY CONTROL
 KZ2287  ___________________________________________________________________
 KZ2287* NAD 83(1995)-  40 25 28.90562(N)    083 09 43.09431(W)     ADJUSTED  
 KZ2287* NAVD 88     -       282.6    (meters)     927.     (feet)  GPS OBS   
 KZ2287  ___________________________________________________________________
 KZ2287  X           -     578,938.027 (meters)                     COMP
 KZ2287  Y           -  -4,827,862.694 (meters)                     COMP
 KZ2287  Z           -   4,114,158.918 (meters)                     COMP
 KZ2287  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 KZ2287  ELLIP HEIGHT-         248.48  (meters)          (10/07/05) GPS OBS
 KZ2287  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KZ2287
 KZ2287  HORZ ORDER  -  FIRST
 KZ2287  ELLP ORDER  -  FOURTH    CLASS I
 KZ2287
 KZ2287.The horizontal coordinates were established by GPS observations
 KZ2287.and adjusted by the National Geodetic Survey in April 1998..
 KZ2287
 KZ2287.The orthometric height was determined by GPS observations and a
 KZ2287.high-resolution geoid model.
 KZ2287
 KZ2287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2287
 KZ2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2287
 KZ2287.The ellipsoidal height was determined by GPS observations
 KZ2287.and is referenced to NAD 83.
 KZ2287
 KZ2287.The geoid height was determined by GEOID03.
 KZ2287
 KZ2287;                    North         East     Units Scale Factor Converg.
 KZ2287;SPC OH N     -    84,390.120   543,823.979   MT  1.00000167   -0 26 05.6
 KZ2287;UTM  17      - 4,477,140.417   316,596.199   MT  1.00001407   -1 24 08.3
 KZ2287
 KZ2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2287!SPC OH N     -   0.99996102  x   1.00000167  =   0.99996269
 KZ2287!UTM  17      -   0.99996102  x   1.00001407  =   0.99997509
 KZ2287
 KZ2287:                Primary Azimuth Mark                     Grid Az
 KZ2287:SPC OH N     -  14 0009                                  004 01 09.0
 KZ2287:UTM  17      -  14 0009                                  004 59 11.7
 KZ2287
 KZ2287|---------------------------------------------------------------------|
 KZ2287| PID    Reference Object                     Distance      Geod. Az  |
 KZ2287|                                                           dddmmss.s |
 KZ2287| KZ2286 14 0009                             APPROX. 0.8 KM 0033503.4 |
 KZ2287|---------------------------------------------------------------------|
 KZ2287
 KZ2287                          SUPERSEDED SURVEY CONTROL
 KZ2287
 KZ2287  ELLIP H (04/01/98)  248.51   (m)                       GP(       ) 4 1
 KZ2287  NAD 83(1986)-  40 25 28.91224(N)    083 09 43.10253(W) AD(       ) 1
 KZ2287
 KZ2287.Superseded values are not recommended for survey control.
 KZ2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2287.See file dsdata.txt to determine how the superseded data were derived.
 KZ2287
 KZ2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1659677140(NAD 83)
 KZ2287_MARKER: DE = TRAVERSE STATION DISK
 KZ2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2287_SP_SET: CONCRETE POST
 KZ2287_STAMPING: DELAWARE COUNTY ENGINEER 14-0010 1991
 KZ2287_MARK LOGO: DCE   
 KZ2287_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2287+STABILITY: SURFACE MOTION
 KZ2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2287+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2287
 KZ2287  HISTORY     - Date     Condition        Report By
 KZ2287  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2287
 KZ2287                          STATION DESCRIPTION
 KZ2287
 KZ2287'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2287'STATION IS LOCATED ON THE SOUTHEAST CORNER OF INTERSECTION OF CHESSIE
 KZ2287'SYSTEM RAILROAD AND CURTIS ROAD, 0.10 MI (0.16 KM) NORTH OF ROBERTS
 KZ2287'ROAD, 10.3 FT (3.1 M) EAST OF CENTERLINE OF CURTIS ROAD, 39.8 FT
 KZ2287'(12.1 M) SOUTHEAST OF EAST EDGE OF PAVEMENT OF CURTIS ROAD AND
 KZ2287'CENTERLINE OF RAILROAD AND 12.5 FT (3.8 M) NORTHWEST OF A RAILROAD
 KZ2287'CROSSING SIGN ON THE EAST SIDE OF CURTIS ROAD.
 KZ2287'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2287'S.R. 37 FOR 3.36 MI (5.41 KM) TO S.R. 203. TURN RIGHT ON S.R. 203 FOR
 KZ2287'6.27 MI (10.09 KM) TO CURTIS ROAD. TURN RIGHT ON CURTIS ROAD FOR 1.37
 KZ2287'MI (2.20 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2288 ***********************************************************************
 KZ2288  DESIGNATION -  14 0011
 KZ2288  PID         -  KZ2288
 KZ2288  STATE/COUNTY-  OH/DELAWARE
 KZ2288  USGS QUAD   -  WALDO (1984)
 KZ2288
 KZ2288                         *CURRENT SURVEY CONTROL
 KZ2288  ___________________________________________________________________
 KZ2288* NAD 83(1995)-  40 25 46.46285(N)    083 06 52.02923(W)     ADJUSTED  
 KZ2288* NAVD 88     -       293.7    (meters)     964.     (feet)  GPS OBS   
 KZ2288  ___________________________________________________________________
 KZ2288  X           -     582,900.702 (meters)                     COMP
 KZ2288  Y           -  -4,827,040.552 (meters)                     COMP
 KZ2288  Z           -   4,114,578.330 (meters)                     COMP
 KZ2288  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 KZ2288  ELLIP HEIGHT-         259.50  (meters)          (10/07/05) GPS OBS
 KZ2288  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KZ2288
 KZ2288  HORZ ORDER  -  FIRST
 KZ2288  ELLP ORDER  -  FOURTH    CLASS I
 KZ2288
 KZ2288.The horizontal coordinates were established by GPS observations
 KZ2288.and adjusted by the National Geodetic Survey in April 1998..
 KZ2288
 KZ2288.The orthometric height was determined by GPS observations and a
 KZ2288.high-resolution geoid model.
 KZ2288
 KZ2288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2288
 KZ2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2288
 KZ2288.The ellipsoidal height was determined by GPS observations
 KZ2288.and is referenced to NAD 83.
 KZ2288
 KZ2288.The geoid height was determined by GEOID03.
 KZ2288
 KZ2288;                    North         East     Units Scale Factor Converg.
 KZ2288;SPC OH N     -    84,902.156   547,860.195   MT  1.00000072   -0 24 13.2
 KZ2288;UTM  17      - 4,477,584.215   320,640.502   MT  0.99999600   -1 22 17.8
 KZ2288
 KZ2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2288!SPC OH N     -   0.99995929  x   1.00000072  =   0.99996001
 KZ2288!UTM  17      -   0.99995929  x   0.99999600  =   0.99995529
 KZ2288
 KZ2288:                Primary Azimuth Mark                     Grid Az
 KZ2288:SPC OH N     -  14 0012                                  274 21 01.0
 KZ2288:UTM  17      -  14 0012                                  275 19 05.6
 KZ2288
 KZ2288|---------------------------------------------------------------------|
 KZ2288| PID    Reference Object                     Distance      Geod. Az  |
 KZ2288|                                                           dddmmss.s |
 KZ2288| KZ2289 14 0012                             APPROX. 0.9 KM 2735647.8 |
 KZ2288|---------------------------------------------------------------------|
 KZ2288
 KZ2288                          SUPERSEDED SURVEY CONTROL
 KZ2288
 KZ2288  ELLIP H (04/01/98)  259.52   (m)                       GP(       ) 4 1
 KZ2288  NAD 83(1986)-  40 25 46.46945(N)    083 06 52.03759(W) AD(       ) 1
 KZ2288
 KZ2288.Superseded values are not recommended for survey control.
 KZ2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2288.See file dsdata.txt to determine how the superseded data were derived.
 KZ2288
 KZ2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2064177584(NAD 83)
 KZ2288_MARKER: DE = TRAVERSE STATION DISK
 KZ2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2288_SP_SET: CONCRETE POST
 KZ2288_STAMPING: DELAWARE COUNTY ENGINEER 14-0011 1991
 KZ2288_MARK LOGO: DCE   
 KZ2288_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2288+STABILITY: SURFACE MOTION
 KZ2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2288+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2288
 KZ2288  HISTORY     - Date     Condition        Report By
 KZ2288  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2288
 KZ2288                          STATION DESCRIPTION
 KZ2288
 KZ2288'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2288'STATION IS LOCATED ON THE SOUTHWEST CORNER OF INTERSECTION OF NORTON
 KZ2288'ROAD AND N. SECTION ROAD, 30.0 FT (9.1 M) WEST OF CENTERLINE OF N.
 KZ2288'SECTION ROAD, 3.4 FT (1.0 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF
 KZ2288'NORTON ROAD, 17.4 FT (5.3 M) WEST OF A 1 IN. X 1IN. CONCRETE POST ON
 KZ2288'THE WEST SIDE OF N. SECTION ROAD AND 28.8 FT (8.8 M) SOUTH OF POLE ON
 KZ2288'THE NORTH SIDE OF NORTON ROAD.
 KZ2288'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2288'S.R. 37 FOR 1.20 MI (1.93 KM) TO TROY ROAD. TURN RIGHT ON TROY ROAD
 KZ2288'FOR 8.88 MI (14.29 KM) TO NORTON ROAD. TURN LEFT ON NORTON ROAD FOR
 KZ2288'0.99 MI (1.59 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2289 ***********************************************************************
 KZ2289  DESIGNATION -  14 0012
 KZ2289  PID         -  KZ2289
 KZ2289  STATE/COUNTY-  OH/DELAWARE
 KZ2289  USGS QUAD   -  PROSPECT (1973)
 KZ2289
 KZ2289                         *CURRENT SURVEY CONTROL
 KZ2289  ___________________________________________________________________
 KZ2289* NAD 83(1995)-  40 25 48.49135(N)    083 07 30.53957(W)     ADJUSTED  
 KZ2289* NAVD 88     -       291.2    (meters)     955.     (feet)  GPS OBS   
 KZ2289  ___________________________________________________________________
 KZ2289  X           -     581,994.390 (meters)                     COMP
 KZ2289  Y           -  -4,827,107.189 (meters)                     COMP
 KZ2289  Z           -   4,114,624.397 (meters)                     COMP
 KZ2289  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 KZ2289  ELLIP HEIGHT-         257.09  (meters)          (10/07/05) GPS OBS
 KZ2289  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KZ2289
 KZ2289  HORZ ORDER  -  FIRST
 KZ2289  ELLP ORDER  -  FOURTH    CLASS I
 KZ2289
 KZ2289.The horizontal coordinates were established by GPS observations
 KZ2289.and adjusted by the National Geodetic Survey in April 1998..
 KZ2289
 KZ2289.The orthometric height was determined by GPS observations and a
 KZ2289.high-resolution geoid model.
 KZ2289
 KZ2289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2289
 KZ2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2289
 KZ2289.The ellipsoidal height was determined by GPS observations
 KZ2289.and is referenced to NAD 83.
 KZ2289
 KZ2289.The geoid height was determined by GEOID03.
 KZ2289
 KZ2289;                    North         East     Units Scale Factor Converg.
 KZ2289;SPC OH N     -    84,971.174   546,952.931   MT  1.00000061   -0 24 38.5
 KZ2289;UTM  17      - 4,477,668.550   319,734.535   MT  1.00000002   -1 22 42.9
 KZ2289
 KZ2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2289!SPC OH N     -   0.99995967  x   1.00000061  =   0.99996028
 KZ2289!UTM  17      -   0.99995967  x   1.00000002  =   0.99995969
 KZ2289
 KZ2289:                Primary Azimuth Mark                     Grid Az
 KZ2289:SPC OH N     -  14 0011                                  094 21 01.3
 KZ2289:UTM  17      -  14 0011                                  095 19 05.7
 KZ2289
 KZ2289|---------------------------------------------------------------------|
 KZ2289| PID    Reference Object                     Distance      Geod. Az  |
 KZ2289|                                                           dddmmss.s |
 KZ2289| KZ2288 14 0011                             APPROX. 0.9 KM 0935622.8 |
 KZ2289|---------------------------------------------------------------------|
 KZ2289
 KZ2289                          SUPERSEDED SURVEY CONTROL
 KZ2289
 KZ2289  ELLIP H (04/01/98)  257.12   (m)                       GP(       ) 4 1
 KZ2289  NAD 83(1986)-  40 25 48.49795(N)    083 07 30.54791(W) AD(       ) 1
 KZ2289
 KZ2289.Superseded values are not recommended for survey control.
 KZ2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2289.See file dsdata.txt to determine how the superseded data were derived.
 KZ2289
 KZ2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1973577669(NAD 83)
 KZ2289_MARKER: DE = TRAVERSE STATION DISK
 KZ2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2289_SP_SET: CONCRETE POST
 KZ2289_STAMPING: DELAWARE COUNTY ENGINEER 14-0012 1991
 KZ2289_MARK LOGO: DCE   
 KZ2289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2289+STABILITY: SURFACE MOTION
 KZ2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2289+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2289
 KZ2289  HISTORY     - Date     Condition        Report By
 KZ2289  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2289
 KZ2289                          STATION DESCRIPTION
 KZ2289
 KZ2289'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2289'STATION IS LOCATED ON THE NORTH SIDE OF NORTON ROAD, 0.6 MI (1.0 KM)
 KZ2289'WEST OF N. SECTION LINE ROAD, 3.2 FT (1.0 M) NORTH OF NORTH EDGE OF
 KZ2289'PAVEMENT OF NORTON ROAD, 42.0 FT (12.8 M) EAST OF A MAIL BOX ON NORTH
 KZ2289'SIDE OF NORTON ROAD, 80.1 FT (24.4 M) NORTHWEST OF A TELEPHONE BOX ON
 KZ2289'SOUTH SIDE OF SAID ROAD.
 KZ2289'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2289'S.R. 37 FOR 1.20 MI (1.93 KM) TO TROY ROAD. TURN RIGHT ON TROY ROAD
 KZ2289'FOR 8.88 MI (14.29 KM) TO NORTON ROAD. TURN LEFT ON NORTON ROAD FOR
 KZ2289'1.60 MI (2.57 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2290 ***********************************************************************
 KZ2290  DESIGNATION -  14 0013
 KZ2290  PID         -  KZ2290
 KZ2290  STATE/COUNTY-  OH/DELAWARE
 KZ2290  USGS QUAD   -  OSTRANDER (1988)
 KZ2290
 KZ2290                         *CURRENT SURVEY CONTROL
 KZ2290  ___________________________________________________________________
 KZ2290* NAD 83(1995)-  40 19 19.62707(N)    083 10 02.60701(W)     ADJUSTED  
 KZ2290* NAVD 88     -       269.7    (meters)     885.     (feet)  GPS OBS   
 KZ2290  ___________________________________________________________________
 KZ2290  X           -     579,357.980 (meters)                     COMP
 KZ2290  Y           -  -4,835,234.015 (meters)                     COMP
 KZ2290  Z           -   4,105,472.727 (meters)                     COMP
 KZ2290  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 KZ2290  ELLIP HEIGHT-         235.78  (meters)          (10/07/05) GPS OBS
 KZ2290  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KZ2290
 KZ2290  HORZ ORDER  -  FIRST
 KZ2290  ELLP ORDER  -  FOURTH    CLASS I
 KZ2290
 KZ2290.The horizontal coordinates were established by GPS observations
 KZ2290.and adjusted by the National Geodetic Survey in April 1998..
 KZ2290
 KZ2290.The orthometric height was determined by GPS observations and a
 KZ2290.high-resolution geoid model.
 KZ2290
 KZ2290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2290
 KZ2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2290
 KZ2290.The ellipsoidal height was determined by GPS observations
 KZ2290.and is referenced to NAD 83.
 KZ2290
 KZ2290.The geoid height was determined by GEOID03.
 KZ2290
 KZ2290;                    North         East     Units Scale Factor Converg.
 KZ2290;SPC OH N     -    73,003.442   543,276.858   MT  1.00002316   -0 26 18.4
 KZ2290;UTM  17      - 4,465,764.540   315,857.197   MT  1.00001742   -1 24 10.4
 KZ2290
 KZ2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2290!SPC OH N     -   0.99996301  x   1.00002316  =   0.99998617
 KZ2290!UTM  17      -   0.99996301  x   1.00001742  =   0.99998043
 KZ2290
 KZ2290:                Primary Azimuth Mark                     Grid Az
 KZ2290:SPC OH N     -  14 0014                                  089 58 04.5
 KZ2290:UTM  17      -  14 0014                                  090 55 56.5
 KZ2290
 KZ2290|---------------------------------------------------------------------|
 KZ2290| PID    Reference Object                     Distance      Geod. Az  |
 KZ2290|                                                           dddmmss.s |
 KZ2290| KZ2291 14 0014                             APPROX. 0.7 KM 0893146.1 |
 KZ2290|---------------------------------------------------------------------|
 KZ2290
 KZ2290                          SUPERSEDED SURVEY CONTROL
 KZ2290
 KZ2290  ELLIP H (04/01/98)  235.81   (m)                       GP(       ) 4 1
 KZ2290  NAD 83(1986)-  40 19 19.63457(N)    083 10 02.61532(W) AD(       ) 1
 KZ2290
 KZ2290.Superseded values are not recommended for survey control.
 KZ2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2290.See file dsdata.txt to determine how the superseded data were derived.
 KZ2290
 KZ2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1585765765(NAD 83)
 KZ2290_MARKER: DE = TRAVERSE STATION DISK
 KZ2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2290_SP_SET: CONCRETE POST
 KZ2290_STAMPING: DELAWARE COUNTY ENGINEER 14-0013 1991
 KZ2290_MARK LOGO: DCE   
 KZ2290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2290+STABILITY: SURFACE MOTION
 KZ2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2290+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2290
 KZ2290  HISTORY     - Date     Condition        Report By
 KZ2290  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2290
 KZ2290                          STATION DESCRIPTION
 KZ2290
 KZ2290'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2290'STATION IS LOCATED ON THE NORTH SIDE OF S.R. 37, 0.35 MI (0.56 KM)
 KZ2290'EAST OF S.R. 257, 6.0 FT (1.8 M) NORTH OF NORTH EDGE OF PAVEMENT OF
 KZ2290'S.R. 37, 16.7 FT (5.1 M) SOUTHWEST OF EAST END OF GUARD RAIL AND 70.3
 KZ2290'FT (21.4 M) WEST OF A MAIL BOX ON THE NORTHEAST CORNER OF S.R. 37 AND
 KZ2290'HODGES ROAD DRIVE.
 KZ2290'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2290'S.R. 37 FOR 5.60 MI (9.01 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2291 ***********************************************************************
 KZ2291  DESIGNATION -  14 0014
 KZ2291  PID         -  KZ2291
 KZ2291  STATE/COUNTY-  OH/DELAWARE
 KZ2291  USGS QUAD   -  OSTRANDER (1988)
 KZ2291
 KZ2291                         *CURRENT SURVEY CONTROL
 KZ2291  ___________________________________________________________________
 KZ2291* NAD 83(1995)-  40 19 19.81158(N)    083 09 33.08713(W)     ADJUSTED  
 KZ2291* NAVD 88     -       281.5    (meters)     924.     (feet)  GPS OBS   
 KZ2291  ___________________________________________________________________
 KZ2291  X           -     580,050.609 (meters)                     COMP
 KZ2291  Y           -  -4,835,156.333 (meters)                     COMP
 KZ2291  Z           -   4,105,484.708 (meters)                     COMP
 KZ2291  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 KZ2291  ELLIP HEIGHT-         247.59  (meters)          (10/07/05) GPS OBS
 KZ2291  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KZ2291
 KZ2291  HORZ ORDER  -  FIRST
 KZ2291  ELLP ORDER  -  FOURTH    CLASS I
 KZ2291
 KZ2291.The horizontal coordinates were established by GPS observations
 KZ2291.and adjusted by the National Geodetic Survey in April 1998..
 KZ2291
 KZ2291.The orthometric height was determined by GPS observations and a
 KZ2291.high-resolution geoid model.
 KZ2291
 KZ2291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2291
 KZ2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2291
 KZ2291.The ellipsoidal height was determined by GPS observations
 KZ2291.and is referenced to NAD 83.
 KZ2291
 KZ2291.The geoid height was determined by GEOID03.
 KZ2291
 KZ2291;                    North         East     Units Scale Factor Converg.
 KZ2291;SPC OH N     -    73,003.833   543,973.823   MT  1.00002315   -0 25 59.0
 KZ2291;UTM  17      - 4,465,753.199   316,554.064   MT  1.00001427   -1 23 51.2
 KZ2291
 KZ2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2291!SPC OH N     -   0.99996116  x   1.00002315  =   0.99998431
 KZ2291!UTM  17      -   0.99996116  x   1.00001427  =   0.99997543
 KZ2291
 KZ2291:                Primary Azimuth Mark                     Grid Az
 KZ2291:SPC OH N     -  14 0013                                  269 58 04.2
 KZ2291:UTM  17      -  14 0013                                  270 55 56.4
 KZ2291
 KZ2291|---------------------------------------------------------------------|
 KZ2291| PID    Reference Object                     Distance      Geod. Az  |
 KZ2291|                                                           dddmmss.s |
 KZ2291| KZ2290 14 0013                             APPROX. 0.7 KM 2693205.2 |
 KZ2291|---------------------------------------------------------------------|
 KZ2291
 KZ2291                          SUPERSEDED SURVEY CONTROL
 KZ2291
 KZ2291  ELLIP H (04/01/98)  247.61   (m)                       GP(       ) 4 1
 KZ2291  NAD 83(1986)-  40 19 19.81908(N)    083 09 33.09546(W) AD(       ) 1
 KZ2291
 KZ2291.Superseded values are not recommended for survey control.
 KZ2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2291.See file dsdata.txt to determine how the superseded data were derived.
 KZ2291
 KZ2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1655465753(NAD 83)
 KZ2291_MARKER: DE = TRAVERSE STATION DISK
 KZ2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2291_SP_SET: CONCRETE POST
 KZ2291_STAMPING: DELAWARE COUNTY ENGINEER 14-0014 1991
 KZ2291_MARK LOGO: DCE   
 KZ2291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2291+STABILITY: SURFACE MOTION
 KZ2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2291+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2291
 KZ2291  HISTORY     - Date     Condition        Report By
 KZ2291  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2291
 KZ2291                          STATION DESCRIPTION
 KZ2291
 KZ2291'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2291'STATION IS LOCATED ON THE SOUTH SIDE OF S.R. 37, 0.70 MI (1.13 KM)
 KZ2291'EAST OF S.R. 257, 14.3 FT (4.4 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF
 KZ2291'S.R. 37, 12.1 FT (3.7 M) SOUTHWEST OF EAST END OF A 18 IN. CORRUGATED
 KZ2291'METAL PIPE AND 6.5 FT (2.0 M) NORTHEAST OF WEST END OF FENCE ON THE
 KZ2291'SOUTH SIDE OF S.R. 37.
 KZ2291'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2291'S.R. 37 FOR 4.52 MI (7.27 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3384 ***********************************************************************
 AE3384  DESIGNATION -  14 1
 AE3384  PID         -  AE3384
 AE3384  STATE/COUNTY-  OH/UNION
 AE3384  USGS QUAD   -  PLAIN CITY (1984)
 AE3384
 AE3384                         *CURRENT SURVEY CONTROL
 AE3384  ___________________________________________________________________
 AE3384* NAD 83(1995)-  40 06 46.35859(N)    083 15 58.42006(W)     ADJUSTED  
 AE3384* NAVD 88     -       282.8    (meters)     928.     (feet)  GPS OBS   
 AE3384  ___________________________________________________________________
 AE3384  X           -     572,776.550 (meters)                     COMP
 AE3384  Y           -  -4,851,135.557 (meters)                     COMP
 AE3384  Z           -   4,087,739.482 (meters)                     COMP
 AE3384  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 AE3384  ELLIP HEIGHT-         249.41  (meters)          (10/07/05) GPS OBS
 AE3384  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AE3384
 AE3384  HORZ ORDER  -  FIRST
 AE3384  ELLP ORDER  -  THIRD     CLASS I
 AE3384
 AE3384.The horizontal coordinates were established by GPS observations
 AE3384.and adjusted by the National Geodetic Survey in October 1997..
 AE3384
 AE3384.The orthometric height was determined by GPS observations and a
 AE3384.high-resolution geoid model.
 AE3384
 AE3384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3384
 AE3384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3384
 AE3384.The ellipsoidal height was determined by GPS observations
 AE3384.and is referenced to NAD 83.
 AE3384
 AE3384.The geoid height was determined by GEOID03.
 AE3384
 AE3384;                    North         East     Units Scale Factor Converg.
 AE3384;SPC OH N     -    49,838.345   534,672.542   MT  1.00007680   -0 30 12.1
 AE3384;UTM  17      - 4,442,747.237   306,865.721   MT  1.00005920   -1 27 38.1
 AE3384
 AE3384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3384!SPC OH N     -   0.99996088  x   1.00007680  =   1.00003767
 AE3384!UTM  17      -   0.99996088  x   1.00005920  =   1.00002007
 AE3384
 AE3384|---------------------------------------------------------------------|
 AE3384| PID    Reference Object                     Distance      Geod. Az  |
 AE3384|                                                           dddmmss.s |
 AE3384| AE3404 14 1 AZ MK                          244.691 METERS 06613     |
 AE3384|---------------------------------------------------------------------|
 AE3384
 AE3384                          SUPERSEDED SURVEY CONTROL
 AE3384
 AE3384  ELLIP H (10/02/97)  249.44   (m)                       GP(       ) 3 1
 AE3384
 AE3384.Superseded values are not recommended for survey control.
 AE3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3384.See file dsdata.txt to determine how the superseded data were derived.
 AE3384
 AE3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0686642747(NAD 83)
 AE3384_MARKER: DD = SURVEY DISK
 AE3384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3384_STAMPING: TWP 14 STATION 1
 AE3384_MARK LOGO: OH-159
 AE3384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3384+STABILITY: SURFACE MOTION
 AE3384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3384+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3384
 AE3384  HISTORY     - Date     Condition        Report By
 AE3384  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3384
 AE3384                          STATION DESCRIPTION
 AE3384
 AE3384'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3384'IN THE NORTHERN EDGE OF PLAIN CITY.  FROM THE INTERSECTION OF STATE
 AE3384'HIGHWAY 42 AND COUNTY RD.  23 (NOTEMAN RD.) PROCEED EASTERLY ON
 AE3384'NOTEMAN RD.  FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT. MARKER
 AE3384'IS EAST OF SHEPPER RD., 5.8 M (19.0 FT) SOUTH OF THE CENTERLINE OF
 AE3384'NOTEMAN RD.  AND 6.1 M (20.0 FT) WEST OF BUSH AT EDGE OF DRIVE FOR
 AE3384'RESIDENCE NO.  175.  CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3404 ***********************************************************************
 AE3404  DESIGNATION -  14 1 AZ MK
 AE3404  PID         -  AE3404
 AE3404  STATE/COUNTY-  OH/UNION
 AE3404  USGS QUAD   -  PLAIN CITY (1984)
 AE3404
 AE3404                         *CURRENT SURVEY CONTROL
 AE3404  ___________________________________________________________________
 AE3404* NAD 83(1995)-  40 06 49.55844(N)    083 15 48.96515(W)     ADJUSTED  
 AE3404* NAVD 88     -       282.0    (meters)     925.     (feet)  GPS OBS   
 AE3404  ___________________________________________________________________
 AE3404  X           -     572,991.386 (meters)                     COMP
 AE3404  Y           -  -4,851,045.521 (meters)                     COMP
 AE3404  Z           -   4,087,814.435 (meters)                     COMP
 AE3404  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AE3404  ELLIP HEIGHT-         248.59  (meters)          (10/07/05) GPS OBS
 AE3404  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 AE3404
 AE3404  HORZ ORDER  -  FIRST
 AE3404  ELLP ORDER  -  THIRD     CLASS I
 AE3404
 AE3404.The horizontal coordinates were established by GPS observations
 AE3404.and adjusted by the National Geodetic Survey in October 1997..
 AE3404
 AE3404.The orthometric height was determined by GPS observations and a
 AE3404.high-resolution geoid model.
 AE3404
 AE3404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3404
 AE3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3404
 AE3404.The ellipsoidal height was determined by GPS observations
 AE3404.and is referenced to NAD 83.
 AE3404
 AE3404.The geoid height was determined by GEOID03.
 AE3404
 AE3404;                    North         East     Units Scale Factor Converg.
 AE3404;SPC OH N     -    49,935.080   534,897.320   MT  1.00007655   -0 30 05.9
 AE3404;UTM  17      - 4,442,840.201   307,092.080   MT  1.00005813   -1 27 32.1
 AE3404
 AE3404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3404!SPC OH N     -   0.99996100  x   1.00007655  =   1.00003755
 AE3404!UTM  17      -   0.99996100  x   1.00005813  =   1.00001913
 AE3404
 AE3404|---------------------------------------------------------------------|
 AE3404| PID    Reference Object                     Distance      Geod. Az  |
 AE3404|                                                           dddmmss.s |
 AE3404| AE3384 14 1                                244.691 METERS 24613     |
 AE3404|---------------------------------------------------------------------|
 AE3404
 AE3404                          SUPERSEDED SURVEY CONTROL
 AE3404
 AE3404  ELLIP H (10/02/97)  248.63   (m)                       GP(       ) 3 1
 AE3404
 AE3404.Superseded values are not recommended for survey control.
 AE3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3404.See file dsdata.txt to determine how the superseded data were derived.
 AE3404
 AE3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0709242840(NAD 83)
 AE3404_MARKER: DD = SURVEY DISK
 AE3404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3404_STAMPING: TWP 14 STATION 1A
 AE3404_MARK LOGO: OH-159
 AE3404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3404+STABILITY: SURFACE MOTION
 AE3404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3404+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3404
 AE3404  HISTORY     - Date     Condition        Report By
 AE3404  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3404
 AE3404                          STATION DESCRIPTION
 AE3404
 AE3404'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3404'IN THE NORTHERN EDGE OF PLAIN CITY.  FROM THE INTERSECTION OF STATE
 AE3404'HIGHWAY 42 AND CO.RD.  23 (NOTEMAN RD) ON THE NORTHERLY EDGE OF THE
 AE3404'CITY LIMITS OF PLAIN CITY, PROCEED EASTERLY ON NOTEMAN RD FOR 0.8 KM
 AE3404'(0.50 MI) TO THE STATION ON THE RIGHT BEFORE BIG DARBY CREEK.  MARKER
 AE3404'IS 6.1 M (20.0 FT) SOUTH OF THE CENTERLINE OF NOTEMAN RD, 11.6 M (38.1
 AE3404'FT) SOUTHWEST OF POWER POLE AND 1.1 M (3.6 FT) SOUTH OF A GAURD RAIL.
 AE3404'CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2017 ***********************************************************************
 AJ2017  DESIGNATION -  14 10
 AJ2017  PID         -  AJ2017
 AJ2017  STATE/COUNTY-  OH/UNION
 AJ2017  USGS QUAD   -  SHAWNEE HILLS (1980)
 AJ2017
 AJ2017                         *CURRENT SURVEY CONTROL
 AJ2017  ___________________________________________________________________
 AJ2017* NAD 83(1995)-  40 10 28.82218(N)    083 14 41.49905(W)     ADJUSTED  
 AJ2017* NAVD 88     -       293.5    (meters)     963.     (feet)  GPS OBS   
 AJ2017  ___________________________________________________________________
 AJ2017  X           -     574,066.194 (meters)                     COMP
 AJ2017  Y           -  -4,846,536.437 (meters)                     COMP
 AJ2017  Z           -   4,092,991.710 (meters)                     COMP
 AJ2017  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AJ2017  ELLIP HEIGHT-         259.97  (meters)          (10/07/05) GPS OBS
 AJ2017  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AJ2017
 AJ2017  HORZ ORDER  -  FIRST
 AJ2017  ELLP ORDER  -  THIRD     CLASS I
 AJ2017
 AJ2017.The horizontal coordinates were established by GPS observations
 AJ2017.and adjusted by the National Geodetic Survey in March 2001..
 AJ2017
 AJ2017.The orthometric height was determined by GPS observations and a
 AJ2017.high-resolution geoid model.
 AJ2017
 AJ2017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2017
 AJ2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2017
 AJ2017.The ellipsoidal height was determined by GPS observations
 AJ2017.and is referenced to NAD 83.
 AJ2017
 AJ2017.The geoid height was determined by GEOID03.
 AJ2017
 AJ2017;                    North         East     Units Scale Factor Converg.
 AJ2017;SPC OH N     -    56,684.386   536,552.817   MT  1.00005960   -0 29 21.6
 AJ2017;UTM  17      - 4,449,560.781   308,860.198   MT  1.00004976   -1 26 55.1
 AJ2017
 AJ2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2017!SPC OH N     -   0.99995922  x   1.00005960  =   1.00001882
 AJ2017!UTM  17      -   0.99995922  x   1.00004976  =   1.00000898
 AJ2017
 AJ2017|---------------------------------------------------------------------|
 AJ2017| PID    Reference Object                     Distance      Geod. Az  |
 AJ2017|                                                           dddmmss.s |
 AJ2017| AJ2032 14 10 AZ MK                         378.209 METERS 32921     |
 AJ2017|---------------------------------------------------------------------|
 AJ2017
 AJ2017                          SUPERSEDED SURVEY CONTROL
 AJ2017
 AJ2017  ELLIP H (03/16/01)  260.01   (m)                       GP(       ) 3 1
 AJ2017
 AJ2017.Superseded values are not recommended for survey control.
 AJ2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2017.See file dsdata.txt to determine how the superseded data were derived.
 AJ2017
 AJ2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0886049561(NAD 83)
 AJ2017_MARKER: DD = SURVEY DISK
 AJ2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2017_STAMPING: TWP 14 STATION 10
 AJ2017_MARK LOGO: WOOLPT
 AJ2017_PROJECTION: FLUSH
 AJ2017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2017+STABILITY: SURFACE MOTION
 AJ2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2017+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2017
 AJ2017  HISTORY     - Date     Condition        Report By
 AJ2017  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2017
 AJ2017                          STATION DESCRIPTION
 AJ2017
 AJ2017'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2017'THE STATION IS LOCATED APPROXIMATELY 12.40 (7.7 MI) SOUTHEAST OF
 AJ2017'MARYSVILLE,  7.25 KM (4.5 MI) NORTH OF PLAIN CITY AND 44.28 KM (27.5
 AJ2017'MI)
 AJ2017'EAST-NORTHEAST OF URBANA.
 AJ2017'TO REACH THE  STATION FROM THE  JUNCTION OF  US ROUTES 33 AND 42 ,
 AJ2017'PROCEED NORTHWEST ON US ROUTE 33 FOR 1.61 KM (1.0 MI) TO THE
 AJ2017'STATION ON THE LEFT. THE STATON IS LOCATED ON THE SOUTHWEST SIDE
 AJ2017'OF THE EAST BOUND LANE OF US ROUTE 33.
 AJ2017'THE STATION  IS 34.45 M (113 FT) NORTHWEST OF A --US ROUTE 42 1MILE--
 AJ2017'SIGN, 16.16 M (53 FT) SOUTHWEST OF THE EDGE OF PAVEMENT OF EAST
 AJ2017'BOUND US ROUTE 33, AND 4.42 M (14.5 FT) NORTHEAST OF A WIRE FENCE.
 AJ2017'THE STATION IS A BRASS UNION COUNTY GPS DISK STAMPED--TWP 14
 AJ2017'STATION 10--  SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AJ2017'MONUMENT WITH AN  IMBEDDED  REBAR. THE  STATION IS SET FLUSH WITH
 AJ2017'THE GROUND.
 AJ2017'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2032 ***********************************************************************
 AJ2032  DESIGNATION -  14 10 AZ MK
 AJ2032  PID         -  AJ2032
 AJ2032  STATE/COUNTY-  OH/UNION
 AJ2032  USGS QUAD   -  SHAWNEE HILLS (1980)
 AJ2032
 AJ2032                         *CURRENT SURVEY CONTROL
 AJ2032  ___________________________________________________________________
 AJ2032* NAD 83(1995)-  40 10 39.37168(N)    083 14 49.64723(W)     ADJUSTED  
 AJ2032* NAVD 88     -       293.3    (meters)     962.     (feet)  GPS OBS   
 AJ2032  ___________________________________________________________________
 AJ2032  X           -     573,850.030 (meters)                     COMP
 AJ2032  Y           -  -4,846,350.441 (meters)                     COMP
 AJ2032  Z           -   4,093,240.169 (meters)                     COMP
 AJ2032  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 AJ2032  ELLIP HEIGHT-         259.71  (meters)          (10/07/05) GPS OBS
 AJ2032  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AJ2032
 AJ2032  HORZ ORDER  -  FIRST
 AJ2032  ELLP ORDER  -  THIRD     CLASS I
 AJ2032
 AJ2032.The horizontal coordinates were established by GPS observations
 AJ2032.and adjusted by the National Geodetic Survey in March 2001..
 AJ2032
 AJ2032.The orthometric height was determined by GPS observations and a
 AJ2032.high-resolution geoid model.
 AJ2032
 AJ2032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2032
 AJ2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2032
 AJ2032.The ellipsoidal height was determined by GPS observations
 AJ2032.and is referenced to NAD 83.
 AJ2032
 AJ2032.The geoid height was determined by GEOID03.
 AJ2032
 AJ2032;                    North         East     Units Scale Factor Converg.
 AJ2032;SPC OH N     -    57,011.430   536,362.814   MT  1.00005881   -0 29 27.0
 AJ2032;UTM  17      - 4,449,890.958   308,675.700   MT  1.00005063   -1 27 00.7
 AJ2032
 AJ2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2032!SPC OH N     -   0.99995926  x   1.00005881  =   1.00001807
 AJ2032!UTM  17      -   0.99995926  x   1.00005063  =   1.00000989
 AJ2032
 AJ2032|---------------------------------------------------------------------|
 AJ2032| PID    Reference Object                     Distance      Geod. Az  |
 AJ2032|                                                           dddmmss.s |
 AJ2032| AJ2017 14 10                               378.209 METERS 14921     |
 AJ2032|---------------------------------------------------------------------|
 AJ2032
 AJ2032                          SUPERSEDED SURVEY CONTROL
 AJ2032
 AJ2032  ELLIP H (03/16/01)  259.75   (m)                       GP(       ) 3 1
 AJ2032
 AJ2032.Superseded values are not recommended for survey control.
 AJ2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2032.See file dsdata.txt to determine how the superseded data were derived.
 AJ2032
 AJ2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0867649891(NAD 83)
 AJ2032_MARKER: DD = SURVEY DISK
 AJ2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2032_STAMPING: TWP 14 STATION 10-A
 AJ2032_MARK LOGO: WOOLPT
 AJ2032_PROJECTION: FLUSH
 AJ2032_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2032+STABILITY: SURFACE MOTION
 AJ2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2032+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2032
 AJ2032  HISTORY     - Date     Condition        Report By
 AJ2032  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2032
 AJ2032                          STATION DESCRIPTION
 AJ2032
 AJ2032'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2032'THE STATION IS LOCATED APPROXIMATELY 12.08 KM (7.5 MI) SOUTHEAST OF
 AJ2032'MARYSVILLE, 7.41 KM (4.6 MI) NORTH OF PLAIN CITY AND 44.11 KM (27.4
 AJ2032'MI)
 AJ2032'EAST-NORTHEAST OF URBANA.
 AJ2032'TO REACH THE  STATION FROM THE JUNCTION OF US ROUTES 33 AND 42 ,
 AJ2032'PROCEED NORTHWEST ON US ROUTE 33 FOR 1.93 KM (1.2 MI) TO THE
 AJ2032'STATION ON THE LEFT. THE STATION IS LOCATED ON THE SOUTHWEST SIDE
 AJ2032'OF THE EAST BOUND LANE OF US ROUTE 33.
 AJ2032'THE STATION IS 125 M (410 FT) NORTHWEST OF MILE MARKER 9, 9.24 M (30.3
 AJ2032'FT) NORTHEAST OF A WIRE FENCE, 8.32 M (27.3 FT) SOUTHEAST OF A --ADOPT
 AJ2032'A HIGHWAY-- SIGN, AND 4.09 M (13.4 FT) SOUTHWEST OF THE EDGE OF
 AJ2032'PAVEMENT OF EASTBOUND US ROUTE 33. THE STATION IS A BRASS UNION
 AJ2032'COUNTY GPS DISK STAMPED-- TWP 14 STATION 10-A--  SET IN THE TOP  OF A
 AJ2032'12 INCH DIAMETER CONCRETE MONUMENT WITH AN IMBEDDED REBAR. THE
 AJ2032'STATION IS SET FLUSH WITH THE GROUND.
 AJ2032'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2018 ***********************************************************************
 AJ2018  DESIGNATION -  14 11
 AJ2018  PID         -  AJ2018
 AJ2018  STATE/COUNTY-  OH/UNION
 AJ2018  USGS QUAD   -  MARYSVILLE (1973)
 AJ2018
 AJ2018                         *CURRENT SURVEY CONTROL
 AJ2018  ___________________________________________________________________
 AJ2018* NAD 83(1995)-  40 09 28.21119(N)    083 15 53.61802(W)     ADJUSTED  
 AJ2018* NAVD 88     -       304.7    (meters)    1000.     (feet)  GPS OBS   
 AJ2018  ___________________________________________________________________
 AJ2018  X           -     572,514.031 (meters)                     COMP
 AJ2018  Y           -  -4,847,942.914 (meters)                     COMP
 AJ2018  Z           -   4,091,570.266 (meters)                     COMP
 AJ2018  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 AJ2018  ELLIP HEIGHT-         271.17  (meters)          (10/07/05) GPS OBS
 AJ2018  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AJ2018
 AJ2018  HORZ ORDER  -  FIRST
 AJ2018  ELLP ORDER  -  THIRD     CLASS I
 AJ2018
 AJ2018.The horizontal coordinates were established by GPS observations
 AJ2018.and adjusted by the National Geodetic Survey in March 2001..
 AJ2018
 AJ2018.The orthometric height was determined by GPS observations and a
 AJ2018.high-resolution geoid model.
 AJ2018
 AJ2018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2018
 AJ2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2018
 AJ2018.The ellipsoidal height was determined by GPS observations
 AJ2018.and is referenced to NAD 83.
 AJ2018
 AJ2018.The geoid height was determined by GEOID03.
 AJ2018
 AJ2018;                    North         East     Units Scale Factor Converg.
 AJ2018;SPC OH N     -    54,829.636   534,830.050   MT  1.00006417   -0 30 09.0
 AJ2018;UTM  17      - 4,447,735.138   307,106.646   MT  1.00005805   -1 27 39.9
 AJ2018
 AJ2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2018!SPC OH N     -   0.99995746  x   1.00006417  =   1.00002163
 AJ2018!UTM  17      -   0.99995746  x   1.00005805  =   1.00001551
 AJ2018
 AJ2018|---------------------------------------------------------------------|
 AJ2018| PID    Reference Object                     Distance      Geod. Az  |
 AJ2018|                                                           dddmmss.s |
 AJ2018| AJ2033 14 11 AZ MK                         317.666 METERS 15502     |
 AJ2018|---------------------------------------------------------------------|
 AJ2018
 AJ2018                          SUPERSEDED SURVEY CONTROL
 AJ2018
 AJ2018  ELLIP H (03/16/01)  271.21   (m)                       GP(       ) 3 1
 AJ2018
 AJ2018.Superseded values are not recommended for survey control.
 AJ2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2018.See file dsdata.txt to determine how the superseded data were derived.
 AJ2018
 AJ2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0710747735(NAD 83)
 AJ2018_MARKER: DD = SURVEY DISK
 AJ2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2018_STAMPING: TWP 14 STATION 11
 AJ2018_MARK LOGO: WOOLPT
 AJ2018_PROJECTION: FLUSH
 AJ2018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2018+STABILITY: SURFACE MOTION
 AJ2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2018+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2018
 AJ2018  HISTORY     - Date     Condition        Report By
 AJ2018  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2018
 AJ2018                          STATION DESCRIPTION
 AJ2018
 AJ2018'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2018'THE STATION IS LOCATED APPROXIMATELY 11.75 KM (7.3 MI) SOUTHEAST OF
 AJ2018'MARYSVILLE, 5.31 KM (3.3 MI) NORTH OF PLAIN CITY AND 40.73 KM (25.3
 AJ2018'MI)
 AJ2018'EAST-NORTHEAST OF URBANA.
 AJ2018'TO REACH THE  STATION FROM THE JUNCTION OF US ROUTES 33 AND 42 ,
 AJ2018'PROCEED SOUTHWEST ON US ROUTE 42 FOR 3.38 KM (2.1 MI) TO
 AJ2018'CROTTINGER ROAD.  TURN RIGHT ONTO CROTTINGER ROAD AND PROCEED
 AJ2018'NORTH FOR 1.77 KM (1.1 MI) TO TAYLOR ROAD. CONTINUE NORTH ON
 AJ2018'CROTTINGER ROAD FOR 0.32 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 AJ2018'THE STATION  IS 18.48 M (60.6 FT) NORTH OF A POWERPOLE, 6.43 M (21.1
 AJ2018'FT)
 AJ2018'EAST OF THE EDGE OF PAVEMENT OF CROTTINGER ROAD,  AND 3.72 M (12.2
 AJ2018'FT) NORTH OF A TELEPHONE PEDESTAL.  THE STATION IS  A BRASS UNION
 AJ2018'COUNTY GPS DISK STAMPED--TWP 14 STATION 11--  SET IN THE TOP OF A 12
 AJ2018'INCH DIAMETER CONCRETE MONUMENT  WITH AN IMBEDDED  REBAR. THE
 AJ2018'STATION IS SET FLUSH WITH THE GROUND.
 AJ2018'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2033 ***********************************************************************
 AJ2033  DESIGNATION -  14 11 AZ MK
 AJ2033  PID         -  AJ2033
 AJ2033  STATE/COUNTY-  OH/UNION
 AJ2033  USGS QUAD   -  MARYSVILLE (1973)
 AJ2033
 AJ2033                         *CURRENT SURVEY CONTROL
 AJ2033  ___________________________________________________________________
 AJ2033* NAD 83(1995)-  40 09 18.87473(N)    083 15 47.95155(W)     ADJUSTED  
 AJ2033* NAVD 88     -       303.4    (meters)     995.     (feet)  GPS OBS   
 AJ2033  ___________________________________________________________________
 AJ2033  X           -     572,668.885 (meters)                     COMP
 AJ2033  Y           -  -4,848,110.660 (meters)                     COMP
 AJ2033  Z           -   4,091,349.351 (meters)                     COMP
 AJ2033  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 AJ2033  ELLIP HEIGHT-         269.91  (meters)          (10/07/05) GPS OBS
 AJ2033  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AJ2033
 AJ2033  HORZ ORDER  -  FIRST
 AJ2033  ELLP ORDER  -  THIRD     CLASS I
 AJ2033
 AJ2033.The horizontal coordinates were established by GPS observations
 AJ2033.and adjusted by the National Geodetic Survey in March 2001..
 AJ2033
 AJ2033.The orthometric height was determined by GPS observations and a
 AJ2033.high-resolution geoid model.
 AJ2033
 AJ2033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2033
 AJ2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2033
 AJ2033.The ellipsoidal height was determined by GPS observations
 AJ2033.and is referenced to NAD 83.
 AJ2033
 AJ2033.The geoid height was determined by GEOID03.
 AJ2033
 AJ2033;                    North         East     Units Scale Factor Converg.
 AJ2033;SPC OH N     -    54,540.481   534,961.635   MT  1.00006488   -0 30 05.3
 AJ2033;UTM  17      - 4,447,443.824   307,233.374   MT  1.00005745   -1 27 35.9
 AJ2033
 AJ2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2033!SPC OH N     -   0.99995766  x   1.00006488  =   1.00002254
 AJ2033!UTM  17      -   0.99995766  x   1.00005745  =   1.00001511
 AJ2033
 AJ2033|---------------------------------------------------------------------|
 AJ2033| PID    Reference Object                     Distance      Geod. Az  |
 AJ2033|                                                           dddmmss.s |
 AJ2033| AJ2018 14 11                               317.666 METERS 33502     |
 AJ2033|---------------------------------------------------------------------|
 AJ2033
 AJ2033                          SUPERSEDED SURVEY CONTROL
 AJ2033
 AJ2033  ELLIP H (03/16/01)  269.95   (m)                       GP(       ) 3 1
 AJ2033
 AJ2033.Superseded values are not recommended for survey control.
 AJ2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2033.See file dsdata.txt to determine how the superseded data were derived.
 AJ2033
 AJ2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0723347444(NAD 83)
 AJ2033_MARKER: DD = SURVEY DISK
 AJ2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2033_STAMPING: TWP 14 STATION 11-A
 AJ2033_MARK LOGO: WOOLPT
 AJ2033_PROJECTION: FLUSH
 AJ2033_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2033+STABILITY: SURFACE MOTION
 AJ2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2033+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2033
 AJ2033  HISTORY     - Date     Condition        Report By
 AJ2033  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2033
 AJ2033                          STATION DESCRIPTION
 AJ2033
 AJ2033'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2033'THE STATION IS LOCATED APPROXIMATELY 11.75 KM (7.3 MI) SOUTHEAST OF
 AJ2033'MARYSVILLE, 5.31 KM (3.3 MI) NORTH OF PLAIN CITY AND 40.73 KM (25.3
 AJ2033'MI)
 AJ2033'EAST-NORTHEAST OF URBANA.
 AJ2033'TO REACH THE  STATION FROM THE JUNCTION OF US ROUTES 33 AND 42 ,
 AJ2033'PROCEED SOUTHWEST ON US ROUTE 42 FOR 3.38 KM (2.1 MI) TO
 AJ2033'CROTTINGER ROAD. TURN RIGHT ONTO CROTTINGER ROAD AND PROCEED
 AJ2033'NORTH FOR 1.77 KM (1.1 MI) TO TAYLOR ROAD. CONTINUE NORTH ON
 AJ2033'CROTTINGER ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 AJ2033'THE STATION  IS 67.0 M (219.76 FT) NORTH-NORTHWEST OF THE CENTER
 AJ2033'LINES OF THE INTERSECTION OF TAYLOR ROAD AND CROTTINGER ROAD,
 AJ2033'33.51 M (109.91 FT) OF MAILBOX NUMBER 10125, 18.8 M (61.66 FT)  WEST
 AJ2033'OF
 AJ2033'UTILITY POLE NUMBER 1004-31-F, AND 10.31 M (33.82 FT) NORTHWEST OF A
 AJ2033'TELEPHONE POLE. THE STATION IS A BRASS UNION COUNTY GPS DISK
 AJ2033'STAMPED--TWP 14 STATION 11-A--  SET IN THE TOP OF A 12 INCH DIAMETER
 AJ2033'CONCRETE MONUMENT WITH AN IMBEDDED REBAR. THE STATION IS SET
 AJ2033'FLUSH   WITH THE  GROUND.
 AJ2033'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2020 ***********************************************************************
 AJ2020  DESIGNATION -  14 12
 AJ2020  PID         -  AJ2020
 AJ2020  STATE/COUNTY-  OH/UNION
 AJ2020  USGS QUAD   -  SHAWNEE HILLS (1980)
 AJ2020
 AJ2020                         *CURRENT SURVEY CONTROL
 AJ2020  ___________________________________________________________________
 AJ2020* NAD 83(1995)-  40 07 53.30745(N)    083 13 56.37637(W)     ADJUSTED  
 AJ2020* NAVD 88     -       286.9    (meters)     941.     (feet)  GPS OBS   
 AJ2020  ___________________________________________________________________
 AJ2020  X           -     575,490.330 (meters)                     COMP
 AJ2020  Y           -  -4,849,477.356 (meters)                     COMP
 AJ2020  Z           -   4,089,321.114 (meters)                     COMP
 AJ2020  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 AJ2020  ELLIP HEIGHT-         253.39  (meters)          (10/07/05) GPS OBS
 AJ2020  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AJ2020
 AJ2020  HORZ ORDER  -  FIRST
 AJ2020  ELLP ORDER  -  THIRD     CLASS I
 AJ2020
 AJ2020.The horizontal coordinates were established by GPS observations
 AJ2020.and adjusted by the National Geodetic Survey in March 2001..
 AJ2020
 AJ2020.The orthometric height was determined by GPS observations and a
 AJ2020.high-resolution geoid model.
 AJ2020
 AJ2020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2020
 AJ2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2020
 AJ2020.The ellipsoidal height was determined by GPS observations
 AJ2020.and is referenced to NAD 83.
 AJ2020
 AJ2020.The geoid height was determined by GEOID03.
 AJ2020
 AJ2020;                    North         East     Units Scale Factor Converg.
 AJ2020;SPC OH N     -    51,878.538   537,580.164   MT  1.00007150   -0 28 52.0
 AJ2020;UTM  17      - 4,444,738.503   309,806.972   MT  1.00004532   -1 26 21.3
 AJ2020
 AJ2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2020!SPC OH N     -   0.99996025  x   1.00007150  =   1.00003175
 AJ2020!UTM  17      -   0.99996025  x   1.00004532  =   1.00000557
 AJ2020
 AJ2020|---------------------------------------------------------------------|
 AJ2020| PID    Reference Object                     Distance      Geod. Az  |
 AJ2020|                                                           dddmmss.s |
 AJ2020| AJ2034 14 12 AZ MK                         363.815 METERS 23910     |
 AJ2020|---------------------------------------------------------------------|
 AJ2020
 AJ2020                          SUPERSEDED SURVEY CONTROL
 AJ2020
 AJ2020  ELLIP H (03/16/01)  253.43   (m)                       GP(       ) 3 1
 AJ2020
 AJ2020.Superseded values are not recommended for survey control.
 AJ2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2020.See file dsdata.txt to determine how the superseded data were derived.
 AJ2020
 AJ2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0980744739(NAD 83)
 AJ2020_MARKER: DD = SURVEY DISK
 AJ2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2020_STAMPING: TWP 14 STATION 12
 AJ2020_MARK LOGO: WOOLPT
 AJ2020_PROJECTION: FLUSH
 AJ2020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2020+STABILITY: SURFACE MOTION
 AJ2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2020+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2020
 AJ2020  HISTORY     - Date     Condition        Report By
 AJ2020  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2020
 AJ2020                          STATION DESCRIPTION
 AJ2020
 AJ2020'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2020'THE STATION IS LOCATED APPROXIMATELY 15.13 KM (9.4 MI) SOUTHEAST OF
 AJ2020'MARYSVILLE, 3.86 KM (2.4 MI) NORTHEAST OF PLAIN CITY AND 44.28 KM
 AJ2020'(27.5
 AJ2020'MI) EAST OF URBANA.
 AJ2020'TO REACH THE STATION FROM THE JUNCTION OF US ROUTES 33 AND 42 ,
 AJ2020'PROCEED SOUTHWEST ON US ROUTE 42 FOR 2.66 KM (1.65 MI)  TO CURRIER
 AJ2020'ROAD. TURN LEFT ONTO CURRIER ROAD AND PROCEED SOUTH FOR 1.77 KM
 AJ2020'(1.1 MI) TO CONVERSE ROAD. TURN LEFT AND PROCEED EAST ON CONVERSE
 AJ2020'ROAD 0.03 MI TO THE STATION ON THE RIGHT.
 AJ2020'THE STATION  IS 49.09 M (161.0 FT) NORTHEAST OF A --STOP AHEAD-- SIGN,
 AJ2020'38.11 (125.0 FT)  SOUTHWEST OF POWER POLE NUMBER 1500 55 FS, 15.73 M
 AJ2020'(51.6 FT)  WEST-SOUTHWEST OF POWER POLE NUMBER 1500 56, AND 6.80 M
 AJ2020'(22.3 FT) SOUTHEAST OF THE CENTERLINE OF CONVERSE ROAD. THE
 AJ2020'STATION IS A BRASS UNION COUNTY GPS DISK STAMPED-- TWP 14 STATION
 AJ2020'12--  SET IN THE TOP  OF A 12 INCH DIAMETER CONCRETE MONUMENT  WITH
 AJ2020'AN IMBEDDED  REBAR. THE  STATION IS SET FLUSH WITH THE  GROUND.
 AJ2020'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2034 ***********************************************************************
 AJ2034  DESIGNATION -  14 12 AZ MK
 AJ2034  PID         -  AJ2034
 AJ2034  STATE/COUNTY-  OH/UNION
 AJ2034  USGS QUAD   -  SHAWNEE HILLS (1980)
 AJ2034
 AJ2034                         *CURRENT SURVEY CONTROL
 AJ2034  ___________________________________________________________________
 AJ2034* NAD 83(1995)-  40 07 47.26049(N)    083 14 09.57033(W)     ADJUSTED  
 AJ2034* NAVD 88     -       285.1    (meters)     935.     (feet)  GPS OBS   
 AJ2034  ___________________________________________________________________
 AJ2034  X           -     575,194.126 (meters)                     COMP
 AJ2034  Y           -  -4,849,632.194 (meters)                     COMP
 AJ2034  Z           -   4,089,177.366 (meters)                     COMP
 AJ2034  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AJ2034  ELLIP HEIGHT-         251.62  (meters)          (10/07/05) GPS OBS
 AJ2034  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AJ2034
 AJ2034  HORZ ORDER  -  FIRST
 AJ2034  ELLP ORDER  -  THIRD     CLASS I
 AJ2034
 AJ2034.The horizontal coordinates were established by GPS observations
 AJ2034.and adjusted by the National Geodetic Survey in March 2001..
 AJ2034
 AJ2034.The orthometric height was determined by GPS observations and a
 AJ2034.high-resolution geoid model.
 AJ2034
 AJ2034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2034
 AJ2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2034
 AJ2034.The ellipsoidal height was determined by GPS observations
 AJ2034.and is referenced to NAD 83.
 AJ2034
 AJ2034.The geoid height was determined by GEOID03.
 AJ2034
 AJ2034;                    North         East     Units Scale Factor Converg.
 AJ2034;SPC OH N     -    51,694.651   537,266.212   MT  1.00007198   -0 29 00.6
 AJ2034;UTM  17      - 4,444,559.896   309,489.998   MT  1.00004681   -1 26 29.7
 AJ2034
 AJ2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2034!SPC OH N     -   0.99996053  x   1.00007198  =   1.00003251
 AJ2034!UTM  17      -   0.99996053  x   1.00004681  =   1.00000734
 AJ2034
 AJ2034|---------------------------------------------------------------------|
 AJ2034| PID    Reference Object                     Distance      Geod. Az  |
 AJ2034|                                                           dddmmss.s |
 AJ2034| AJ2020 14 12                               363.815 METERS 05909     |
 AJ2034|---------------------------------------------------------------------|
 AJ2034
 AJ2034                          SUPERSEDED SURVEY CONTROL
 AJ2034
 AJ2034  ELLIP H (03/16/01)  251.66   (m)                       GP(       ) 3 1
 AJ2034
 AJ2034.Superseded values are not recommended for survey control.
 AJ2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2034.See file dsdata.txt to determine how the superseded data were derived.
 AJ2034
 AJ2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0949044560(NAD 83)
 AJ2034_MARKER: DD = SURVEY DISK
 AJ2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2034_STAMPING: TWP 14 STATION 12-A
 AJ2034_MARK LOGO: WOOLPT
 AJ2034_PROJECTION: FLUSH
 AJ2034_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2034+STABILITY: SURFACE MOTION
 AJ2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2034+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2034
 AJ2034  HISTORY     - Date     Condition        Report By
 AJ2034  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2034
 AJ2034                          STATION DESCRIPTION
 AJ2034
 AJ2034'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2034'THE STATION IS LOCATED APPROXIMATELY 15.13 KM (9.4 MI) SOUTHEAST OF
 AJ2034'MARYSVILLE, 3.70 KM (2.3 MI) NORTHEAST OF PLAIN CITY AND 44.11 KM
 AJ2034'(27.4
 AJ2034'MI)  EAST OF URBANA.
 AJ2034'TO REACH THE  STATION FROM THE  JUNCTION OF US ROUTES 33 AND 42 ,
 AJ2034'PROCEED SOUTHWEST ON US ROUTE 42 FOR 2.66 KM (1.65 MI) TO CURRIER
 AJ2034'ROAD. TURN LEFT ONTO CURRIER ROAD AND PROCEED  SOUTH FOR 1.77 KM
 AJ2034'(1.1 MI) TO CONVERSE ROAD. TURN LEFT AND PROCEED EAST ON CONVERSE
 AJ2034'ROAD 0.16 KM (0.1 MI) TO THE STATION ON THE LEFT.
 AJ2034'THE STATION  IS  68.60 M (225 FT) SOUTHWEST OF POWER POLE NUMBER 26,
 AJ2034'32.32 M (106.0 FT)  NORTHEAST OF A POWER POLE, AND 6.77 M (22.2 FT)
 AJ2034'NORTHWEST OF THE CENTERLINE OF CONVERSE ROAD. THE STATION IS A
 AJ2034'BRASS UNION COUNTY GPS DISK STAMPED-- TWP 14 STATION 12-A--  SET IN
 AJ2034'THE TOP OF A 12  INCH DIAMETER CONCRETE MONUMENT WITH AN
 AJ2034'IMBEDDED REBAR. THE STATION IS SET FLUSH WITH THE  GROUND.
 AJ2034'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2019 ***********************************************************************
 AJ2019  DESIGNATION -  14 13
 AJ2019  PID         -  AJ2019
 AJ2019  STATE/COUNTY-  OH/UNION
 AJ2019  USGS QUAD   -  HILLIARD (1984)
 AJ2019
 AJ2019                         *CURRENT SURVEY CONTROL
 AJ2019  ___________________________________________________________________
 AJ2019* NAD 83(1995)-  40 06 36.03107(N)    083 12 42.84052(W)     ADJUSTED  
 AJ2019* NAVD 88     -       288.7    (meters)     947.     (feet)  GPS OBS   
 AJ2019  ___________________________________________________________________
 AJ2019  X           -     577,400.903 (meters)                     COMP
 AJ2019  Y           -  -4,850,798.472 (meters)                     COMP
 AJ2019  Z           -   4,087,499.594 (meters)                     COMP
 AJ2019  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AJ2019  ELLIP HEIGHT-         255.21  (meters)          (10/07/05) GPS OBS
 AJ2019  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AJ2019
 AJ2019  HORZ ORDER  -  FIRST
 AJ2019  ELLP ORDER  -  THIRD     CLASS I
 AJ2019
 AJ2019.The horizontal coordinates were established by GPS observations
 AJ2019.and adjusted by the National Geodetic Survey in March 2001..
 AJ2019
 AJ2019.The orthometric height was determined by GPS observations and a
 AJ2019.high-resolution geoid model.
 AJ2019
 AJ2019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2019
 AJ2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2019
 AJ2019.The ellipsoidal height was determined by GPS observations
 AJ2019.and is referenced to NAD 83.
 AJ2019
 AJ2019.The geoid height was determined by GEOID03.
 AJ2019
 AJ2019;                    North         East     Units Scale Factor Converg.
 AJ2019;SPC OH N     -    49,480.543   539,301.731   MT  1.00007763   -0 28 03.7
 AJ2019;UTM  17      - 4,442,312.141   311,488.151   MT  1.00003749   -1 25 31.6
 AJ2019
 AJ2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2019!SPC OH N     -   0.99995997  x   1.00007763  =   1.00003759
 AJ2019!UTM  17      -   0.99995997  x   1.00003749  =   0.99999745
 AJ2019
 AJ2019:                Primary Azimuth Mark                     Grid Az
 AJ2019:SPC OH N     -  14 13 AZ MK                              328 53 30.1
 AJ2019:UTM  17      -  14 13 AZ MK                              329 50 58.0
 AJ2019
 AJ2019|---------------------------------------------------------------------|
 AJ2019| PID    Reference Object                     Distance      Geod. Az  |
 AJ2019|                                                           dddmmss.s |
 AJ2019| AJ2002 14 13 AZ MK                         423.821 METERS 3282526.4 |
 AJ2019|---------------------------------------------------------------------|
 AJ2019
 AJ2019                          SUPERSEDED SURVEY CONTROL
 AJ2019
 AJ2019  ELLIP H (03/16/01)  255.25   (m)                       GP(       ) 3 1
 AJ2019
 AJ2019.Superseded values are not recommended for survey control.
 AJ2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2019.See file dsdata.txt to determine how the superseded data were derived.
 AJ2019
 AJ2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1148842312(NAD 83)
 AJ2019_MARKER: DD = SURVEY DISK
 AJ2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2019_STAMPING: TWP 14 STATION 13
 AJ2019_MARK LOGO: WOOLPT
 AJ2019_PROJECTION: RECESSED 8 CENTIMETERS
 AJ2019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2019+STABILITY: SURFACE MOTION
 AJ2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2019+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2019
 AJ2019  HISTORY     - Date     Condition        Report By
 AJ2019  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2019
 AJ2019                          STATION DESCRIPTION
 AJ2019
 AJ2019'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2019'THE STATION IS LOCATED APPROXIMATELY 17.23 KM (10.7 MI) SOUTHEAST OF
 AJ2019' MARYSVILLE,  4.51 KM (2.8 MI) EAST OF PLAIN CITY AND 6.76 KM (4.2 MI)
 AJ2019'NORTHWEST OF COLUMBUS.
 AJ2019'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 33 AND STATE
 AJ2019'ROUTE 161, PROCEED WEST ON STATE ROUTE 161 FOR 2.25 KM (1.4 MI) TO
 AJ2019'KILE ROAD. TURN RIGHT ON TO KILE ROAD AND PROCEED NORTH FOR 0.48
 AJ2019'KM (0.3 MI) TO THE STATION ON THE LEFT.
 AJ2019'THE STATION  IS 26.71 M (87.6 FT) SOUTHEAST OF POWERPOLE NUMBER 26,
 AJ2019'7.62 M (25.0 FT)  WEST-SOUTHWEST OF THE CENTERLINE OF KILE ROAD, AND
 AJ2019'2.74 M (9.0 FT) NORTHWEST OF A FENCE CORNER. THE STATION IS  A BRASS
 AJ2019'UNION COUNTY GPS DISK STAMPED-- TWP 14 STATION 13--  SET IN THE TOP
 AJ2019'OF A 12 INCH DIAMETER CONCRETE MONUMENT WITH AN IMBEDDED  REBAR.
 AJ2019'THE STATION IS RECESSED 3 CM.
 AJ2019'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2002 ***********************************************************************
 AJ2002  DESIGNATION -  14 13 AZ MK
 AJ2002  PID         -  AJ2002
 AJ2002  STATE/COUNTY-  OH/UNION
 AJ2002  USGS QUAD   -  HILLIARD (1984)
 AJ2002
 AJ2002                         *CURRENT SURVEY CONTROL
 AJ2002  ___________________________________________________________________
 AJ2002* NAD 83(1995)-  40 06 47.73755(N)    083 12 52.21184(W)     ADJUSTED  
 AJ2002* NAVD 88     -       288.1    (meters)     945.     (feet)  GPS OBS   
 AJ2002  ___________________________________________________________________
 AJ2002  X           -     577,152.978 (meters)                     COMP
 AJ2002  Y           -  -4,850,593.273 (meters)                     COMP
 AJ2002  Z           -   4,087,775.393 (meters)                     COMP
 AJ2002  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AJ2002  ELLIP HEIGHT-         254.66  (meters)          (10/07/05) GPS OBS
 AJ2002  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AJ2002
 AJ2002  HORZ ORDER  -  FIRST
 AJ2002  ELLP ORDER  -  THIRD     CLASS I
 AJ2002
 AJ2002.The horizontal coordinates were established by GPS observations
 AJ2002.and adjusted by the National Geodetic Survey in March 2001..
 AJ2002
 AJ2002.The orthometric height was determined by GPS observations and a
 AJ2002.high-resolution geoid model.
 AJ2002
 AJ2002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2002
 AJ2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2002
 AJ2002.The ellipsoidal height was determined by GPS observations
 AJ2002.and is referenced to NAD 83.
 AJ2002
 AJ2002.The geoid height was determined by GEOID03.
 AJ2002
 AJ2002;                    North         East     Units Scale Factor Converg.
 AJ2002;SPC OH N     -    49,843.443   539,082.744   MT  1.00007669   -0 28 09.8
 AJ2002;UTM  17      - 4,442,678.637   311,275.269   MT  1.00003847   -1 25 38.0
 AJ2002
 AJ2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2002!SPC OH N     -   0.99996005  x   1.00007669  =   1.00003674
 AJ2002!UTM  17      -   0.99996005  x   1.00003847  =   0.99999852
 AJ2002
 AJ2002:                Primary Azimuth Mark                     Grid Az
 AJ2002:SPC OH N     -  14 13                                    148 53 30.2
 AJ2002:UTM  17      -  14 13                                    149 50 58.4
 AJ2002
 AJ2002|---------------------------------------------------------------------|
 AJ2002| PID    Reference Object                     Distance      Geod. Az  |
 AJ2002|                                                           dddmmss.s |
 AJ2002| AJ2019 14 13                               423.821 METERS 1482520.4 |
 AJ2002|---------------------------------------------------------------------|
 AJ2002
 AJ2002                          SUPERSEDED SURVEY CONTROL
 AJ2002
 AJ2002  ELLIP H (03/16/01)  254.69   (m)                       GP(       ) 3 1
 AJ2002
 AJ2002.Superseded values are not recommended for survey control.
 AJ2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2002.See file dsdata.txt to determine how the superseded data were derived.
 AJ2002
 AJ2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1127542679(NAD 83)
 AJ2002_MARKER: DD = SURVEY DISK
 AJ2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2002_STAMPING: TWP 14 STATION 13 A
 AJ2002_MARK LOGO: WOOLPT
 AJ2002_PROJECTION: RECESSED 8 CENTIMETERS
 AJ2002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2002+STABILITY: SURFACE MOTION
 AJ2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2002+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 AJ2002
 AJ2002  HISTORY     - Date     Condition        Report By
 AJ2002  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2002  HISTORY     - 20010424 GOOD             WOOLPT
 AJ2002
 AJ2002                          STATION DESCRIPTION
 AJ2002
 AJ2002'DESCRIBED BY WOOLPERT CONSULTANTS 2000
 AJ2002'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AJ2002
 AJ2002                          STATION RECOVERY (2001)
 AJ2002
 AJ2002'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (TEM)
 AJ2002'THE STATION IS LOCATED APPROXIMATELY 17.23 KM (10.7 MI) SOUTHEAST OF
 AJ2002' MARYSVILLE,  4.51 KM (2.8 MI) EAST OF PLAIN CITY AND 6.76 KM (4.2 MI)
 AJ2002'NORTHWEST OF COLUMBUS.
 AJ2002'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 33 AND STATE
 AJ2002'ROUTE 161, PROCEED WEST ON STATE ROUTE 161 FOR 2.25 KM (1.4 MI) TO
 AJ2002'KYLE ROAD. TURN RIGHT ON TO KYLE ROAD AND PROCEED NORTH FOR 0.75
 AJ2002'KM TO THE STATION ON THE RIGHT, JUST PAST HOUSE NUMBER 7208.
 AJ2002'THE STATION  IS 85.40 M NORTH OF THE NORTHWEST CORNER OF HOUSE
 AJ2002'NUMBER 7208, 18.20 M EAST OF A RAILROAD SPIKE FOUND IN THE
 AJ2002'CENTERLINE OF KYLES ROAD, AND 6.60 M NORTHEAST OF A CONCRETE
 AJ2002'POST. THE STATION IS  A BRASS UNION COUNTY GPS DISK STAMPED-- TWP
 AJ2002'14 STATION 13A--  SET IN THE TOP  OF A 12 INCH DIAMETER CONCRETE
 AJ2002'MONUMENT WITH AN IMBEDDED  REBAR. THE STATION IS RECESSED 3 CM.
 AJ2002' 
 AJ2002' 
 AJ2002'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2021 ***********************************************************************
 AJ2021  DESIGNATION -  14 14
 AJ2021  PID         -  AJ2021
 AJ2021  STATE/COUNTY-  OH/UNION
 AJ2021  USGS QUAD   -  SHAWNEE HILLS (1980)
 AJ2021
 AJ2021                         *CURRENT SURVEY CONTROL
 AJ2021  ___________________________________________________________________
 AJ2021* NAD 83(1995)-  40 07 43.32954(N)    083 10 43.36522(W)     ADJUSTED  
 AJ2021* NAVD 88     -       283.9    (meters)     931.     (feet)  GPS OBS   
 AJ2021  ___________________________________________________________________
 AJ2021  X           -     580,051.231 (meters)                     COMP
 AJ2021  Y           -  -4,849,131.358 (meters)                     COMP
 AJ2021  Z           -   4,089,083.828 (meters)                     COMP
 AJ2021  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AJ2021  ELLIP HEIGHT-         250.33  (meters)          (10/07/05) GPS OBS
 AJ2021  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AJ2021
 AJ2021  HORZ ORDER  -  FIRST
 AJ2021  ELLP ORDER  -  THIRD     CLASS I
 AJ2021
 AJ2021.The horizontal coordinates were established by GPS observations
 AJ2021.and adjusted by the National Geodetic Survey in March 2001..
 AJ2021
 AJ2021.The orthometric height was determined by GPS observations and a
 AJ2021.high-resolution geoid model.
 AJ2021
 AJ2021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2021
 AJ2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2021
 AJ2021.The ellipsoidal height was determined by GPS observations
 AJ2021.and is referenced to NAD 83.
 AJ2021
 AJ2021.The geoid height was determined by GEOID03.
 AJ2021
 AJ2021;                    North         East     Units Scale Factor Converg.
 AJ2021;SPC OH N     -    51,533.803   542,147.478   MT  1.00007229   -0 26 45.2
 AJ2021;UTM  17      - 4,444,317.434   314,367.711   MT  1.00002422   -1 24 16.5
 AJ2021
 AJ2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2021!SPC OH N     -   0.99996073  x   1.00007229  =   1.00003302
 AJ2021!UTM  17      -   0.99996073  x   1.00002422  =   0.99998495
 AJ2021
 AJ2021:                Primary Azimuth Mark                     Grid Az
 AJ2021:SPC OH N     -  118 WSM RESET                            355 07 49.9
 AJ2021:UTM  17      -  118 WSM RESET                            356 05 21.2
 AJ2021
 AJ2021|---------------------------------------------------------------------|
 AJ2021| PID    Reference Object                     Distance      Geod. Az  |
 AJ2021|                                                           dddmmss.s |
 AJ2021| AJ2035 118 WSM RESET                       463.353 METERS 3544104.7 |
 AJ2021|---------------------------------------------------------------------|
 AJ2021
 AJ2021                          SUPERSEDED SURVEY CONTROL
 AJ2021
 AJ2021  ELLIP H (03/16/01)  250.37   (m)                       GP(       ) 3 1
 AJ2021
 AJ2021.Superseded values are not recommended for survey control.
 AJ2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2021.See file dsdata.txt to determine how the superseded data were derived.
 AJ2021
 AJ2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1436844317(NAD 83)
 AJ2021_MARKER: DD = SURVEY DISK
 AJ2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2021_STAMPING: TWP 14 STATION 14
 AJ2021_MARK LOGO: WOOLPT
 AJ2021_PROJECTION: FLUSH
 AJ2021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2021+STABILITY: SURFACE MOTION
 AJ2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2021+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2021
 AJ2021  HISTORY     - Date     Condition        Report By
 AJ2021  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2021
 AJ2021                          STATION DESCRIPTION
 AJ2021
 AJ2021'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2021'THE STATION IS LOCATED APPROXIMATELY 18.03 KM (11.2 MI) SOUTHEAST OF
 AJ2021'MARYSVILLE, 7.57 KM (4.7 MI) EAST OF PLAIN CITY AND 7.25 KM (4.5 MI)
 AJ2021'NORTHWEST OF  COLUMBUS.
 AJ2021'TO REACH THE  STATION FROM THE JUNCTION OF US ROUTE 33 AND STATE
 AJ2021'ROUTE 161, PROCEED EAST ON STATE  ROUTE 161 FOR 0.16 KM (0.1 MI) TO
 AJ2021'HYLAND CROY  ROAD. TURN LEFT ON TO HYLAND CROY ROAD AND PROCEED
 AJ2021' NORTH FOR 1.93 KM (1.2 MI) TO THE STATION ON THE LEFT.
 AJ2021'THE STATION IS 21.6 M (70.8 FT) SOUTH OF MAILBOX NUMBER 7895, 9.6 M
 AJ2021'(31.5
 AJ2021'FT)   WEST OF THE CENTER LINE OF HIGHLAND CROY ROAD, 8.5 M (27.9 FT)
 AJ2021'SOUTHEAST OF A POWER POLE,  AND 5.8 M (19.0 FT) SOUTH OF A WOODEN
 AJ2021'FENCE POST. THE STATION IS  A BRASS UNION COUNTY GPS DISK STAMPED--
 AJ2021'TWP 14  STATION 14--  SET IN THE TOP  OF A 12  INCH DIAMETER CONCRETE
 AJ2021'MONUMENT WITH AN IMBEDDED REBAR. THE STATION IS SET FLUSH WITH
 AJ2021'THE GROUND.
 AJ2021'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2022 ***********************************************************************
 AJ2022  DESIGNATION -  14 15
 AJ2022  PID         -  AJ2022
 AJ2022  STATE/COUNTY-  OH/UNION
 AJ2022  USGS QUAD   -  HILLIARD (1984)
 AJ2022
 AJ2022                         *CURRENT SURVEY CONTROL
 AJ2022  ___________________________________________________________________
 AJ2022* NAD 83(1995)-  40 06 41.17321(N)    083 10 52.53420(W)     ADJUSTED  
 AJ2022* NAVD 88     -       286.3    (meters)     939.     (feet)  GPS OBS   
 AJ2022  ___________________________________________________________________
 AJ2022  X           -     579,982.573 (meters)                     COMP
 AJ2022  Y           -  -4,850,385.641 (meters)                     COMP
 AJ2022  Z           -   4,087,619.293 (meters)                     COMP
 AJ2022  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AJ2022  ELLIP HEIGHT-         252.72  (meters)          (10/07/05) GPS OBS
 AJ2022  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AJ2022
 AJ2022  HORZ ORDER  -  FIRST
 AJ2022  ELLP ORDER  -  THIRD     CLASS I
 AJ2022
 AJ2022.The horizontal coordinates were established by GPS observations
 AJ2022.and adjusted by the National Geodetic Survey in March 2001..
 AJ2022
 AJ2022.The orthometric height was determined by GPS observations and a
 AJ2022.high-resolution geoid model.
 AJ2022
 AJ2022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2022
 AJ2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2022
 AJ2022.The ellipsoidal height was determined by GPS observations
 AJ2022.and is referenced to NAD 83.
 AJ2022
 AJ2022.The geoid height was determined by GEOID03.
 AJ2022
 AJ2022;                    North         East     Units Scale Factor Converg.
 AJ2022;SPC OH N     -    49,618.286   541,915.408   MT  1.00007722   -0 26 51.2
 AJ2022;UTM  17      - 4,442,406.163   314,103.646   MT  1.00002543   -1 24 20.6
 AJ2022
 AJ2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2022!SPC OH N     -   0.99996036  x   1.00007722  =   1.00003757
 AJ2022!UTM  17      -   0.99996036  x   1.00002543  =   0.99998578
 AJ2022
 AJ2022|---------------------------------------------------------------------|
 AJ2022| PID    Reference Object                     Distance      Geod. Az  |
 AJ2022|                                                           dddmmss.s |
 AJ2022| AJ2036 14 15 AZ MK                         345.858 METERS 15416     |
 AJ2022|---------------------------------------------------------------------|
 AJ2022
 AJ2022                          SUPERSEDED SURVEY CONTROL
 AJ2022
 AJ2022  ELLIP H (03/16/01)  252.76   (m)                       GP(       ) 3 1
 AJ2022
 AJ2022.Superseded values are not recommended for survey control.
 AJ2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2022.See file dsdata.txt to determine how the superseded data were derived.
 AJ2022
 AJ2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1410442406(NAD 83)
 AJ2022_MARKER: DD = SURVEY DISK
 AJ2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2022_STAMPING: TWP 14 STATION 15
 AJ2022_MARK LOGO: WOOLPT
 AJ2022_PROJECTION: FLUSH
 AJ2022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2022+STABILITY: SURFACE MOTION
 AJ2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2022+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2022
 AJ2022  HISTORY     - Date     Condition        Report By
 AJ2022  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2022
 AJ2022                          STATION DESCRIPTION
 AJ2022
 AJ2022'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2022'THE STATION IS LOCATED APPROXIMATELY 19.96 KM (12.4 MI) SOUTHEAST OF
 AJ2022'MARYSVILLE,  39.45 KM (24.5 MI) EAST OF PLAIN CITY AND 6.44 KM (4.0
 AJ2022'MI)
 AJ2022'NORTHWEST OF  COLUMBUS.
 AJ2022'TO REACH THE  STATION FROM THE  JUNCTION OF US ROUTES 33 AND 42 ,
 AJ2022'PROCEED SOUTHEAST ON US ROUTE 33 FOR 7.15 KM (4.4 MI) TO STATE
 AJ2022'ROUTE 161 AND THE STATION ON THE RIGHT. THE  STATION IS  LOCATED ON
 AJ2022'THE WEST SIDE OF THE OFF RAMP OF EAST BOUND US ROUTE  33.
 AJ2022'THE STATION  IS 31.71 M (104.0 FT) NORTH OF THE EASTERN POST OF A
 AJ2022'ROAD SIGN, 8.11 M (26.6 FT) WEST OF THE EDGE OF PAVEMENT OF THE OFF
 AJ2022'RAMP OF US ROUTE 33, AND 5.64 M (18.5 FT) EAST OF A WIRE FENCE.  THE
 AJ2022'STATION IS  A BRASS UNION COUNTY GPS DISK STAMPED-- TWP 14 STATION
 AJ2022' 15--  SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT  WITH
 AJ2022'AN IMBEDDED REBAR. THE STATION IS SET FLUSH WITH THE GROUND.
 AJ2022'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2036 ***********************************************************************
 AJ2036  DESIGNATION -  14 15 AZ MK
 AJ2036  PID         -  AJ2036
 AJ2036  STATE/COUNTY-  OH/UNION
 AJ2036  USGS QUAD   -  HILLIARD (1984)
 AJ2036
 AJ2036                         *CURRENT SURVEY CONTROL
 AJ2036  ___________________________________________________________________
 AJ2036* NAD 83(1995)-  40 06 31.07171(N)    083 10 46.19413(W)     ADJUSTED  
 AJ2036* NAVD 88     -       289.2    (meters)     949.     (feet)  GPS OBS   
 AJ2036  ___________________________________________________________________
 AJ2036  X           -     580,155.767 (meters)                     COMP
 AJ2036  Y           -  -4,850,569.353 (meters)                     COMP
 AJ2036  Z           -   4,087,382.883 (meters)                     COMP
 AJ2036  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 AJ2036  ELLIP HEIGHT-         255.65  (meters)          (10/07/05) GPS OBS
 AJ2036  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AJ2036
 AJ2036  HORZ ORDER  -  FIRST
 AJ2036  ELLP ORDER  -  THIRD     CLASS I
 AJ2036
 AJ2036.The horizontal coordinates were established by GPS observations
 AJ2036.and adjusted by the National Geodetic Survey in March 2001..
 AJ2036
 AJ2036.The orthometric height was determined by GPS observations and a
 AJ2036.high-resolution geoid model.
 AJ2036
 AJ2036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2036
 AJ2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2036
 AJ2036.The ellipsoidal height was determined by GPS observations
 AJ2036.and is referenced to NAD 83.
 AJ2036
 AJ2036.The geoid height was determined by GEOID03.
 AJ2036
 AJ2036;                    North         East     Units Scale Factor Converg.
 AJ2036;SPC OH N     -    49,305.534   542,063.133   MT  1.00007803   -0 26 47.0
 AJ2036;UTM  17      - 4,442,091.000   314,246.112   MT  1.00002478   -1 24 16.3
 AJ2036
 AJ2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2036!SPC OH N     -   0.99995990  x   1.00007803  =   1.00003792
 AJ2036!UTM  17      -   0.99995990  x   1.00002478  =   0.99998468
 AJ2036
 AJ2036|---------------------------------------------------------------------|
 AJ2036| PID    Reference Object                     Distance      Geod. Az  |
 AJ2036|                                                           dddmmss.s |
 AJ2036| AJ2022 14 15                               345.858 METERS 33416     |
 AJ2036|---------------------------------------------------------------------|
 AJ2036
 AJ2036                          SUPERSEDED SURVEY CONTROL
 AJ2036
 AJ2036  ELLIP H (03/16/01)  255.69   (m)                       GP(       ) 3 1
 AJ2036
 AJ2036.Superseded values are not recommended for survey control.
 AJ2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2036.See file dsdata.txt to determine how the superseded data were derived.
 AJ2036
 AJ2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1424642091(NAD 83)
 AJ2036_MARKER: DD = SURVEY DISK
 AJ2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2036_STAMPING: TWP 14 STATION 15-A
 AJ2036_MARK LOGO: WOOLPT
 AJ2036_PROJECTION: FLUSH
 AJ2036_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2036+STABILITY: SURFACE MOTION
 AJ2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2036+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2036
 AJ2036  HISTORY     - Date     Condition        Report By
 AJ2036  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2036
 AJ2036                          STATION DESCRIPTION
 AJ2036
 AJ2036'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2036'THE STATION IS LOCATED APPROXIMATELY 19.96 KM (12.4 MI) SOUTHEAST OF
 AJ2036'MARYSVILLE, 39.45 KM (24.5 MI) EAST OF PLAIN CITY AND 6.44 KM (4.0 MI)
 AJ2036'NORTHWEST OF   COLUMBUS.
 AJ2036'TO REACH THE  STATION FROM THE JUNCTION OF  US ROUTES 33 AND 42 ,
 AJ2036'PROCEED SOUTHEAST ON US ROUTE 33 FOR 7.08 KM (4.4 MI) TO  STATE
 AJ2036'ROUTE 161 AND THE STATION ON THE RIGHT. THE  STATION IS LOCATED IN
 AJ2036'THE MEDIAN BETWEEN THE ON RAMP OF EAST BOUND US  ROUTE  33 AND
 AJ2036'EAST BOUND US ROUTE 33 ON THE SOUTH SIDE OF STATE  ROUTE 161.
 AJ2036'THE STATION  IS 20.82 M (68.3 FT) SOUTH OF A --MERGE-- SIGN,  17.99 M
 AJ2036'(59.0
 AJ2036'FT) NORTHEAST OF THE EDGE OF PAVEMENT OF THE ON RAMP  TO EAST
 AJ2036'BOUND US ROUTE 33, AND 5.85 M (19.2 FT) WEST OF THE EDGE OF
 AJ2036'PAVEMENT OF EASTBOUND US ROUTE 33.
 AJ2036'THE STATION IS A BRASS UNION COUNTY GPS DISK STAMPED--TWP 14
 AJ2036'STATION 15-A-- SET IN THE TOP  OF A 12  INCH DIAMETER CONCRETE
 AJ2036'MONUMENT WITH AN IMBEDDED  REBAR. THE STATION IS SET FLUSH
 AJ2036'WITH THE GROUND.
 AJ2036'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3388 ***********************************************************************
 AE3388  DESIGNATION -  14 2
 AE3388  PID         -  AE3388
 AE3388  STATE/COUNTY-  OH/UNION
 AE3388  USGS QUAD   -  SHAWNEE HILLS (1980)
 AE3388
 AE3388                         *CURRENT SURVEY CONTROL
 AE3388  ___________________________________________________________________
 AE3388* NAD 83(1995)-  40 08 46.79303(N)    083 14 44.65749(W)     ADJUSTED  
 AE3388* NAVD 88     -       292.6    (meters)     960.     (feet)  GPS OBS   
 AE3388  ___________________________________________________________________
 AE3388  X           -     574,230.619 (meters)                     COMP
 AE3388  Y           -  -4,848,560.186 (meters)                     COMP
 AE3388  Z           -   4,090,586.048 (meters)                     COMP
 AE3388  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 AE3388  ELLIP HEIGHT-         259.16  (meters)          (10/07/05) GPS OBS
 AE3388  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AE3388
 AE3388  HORZ ORDER  -  FIRST
 AE3388  ELLP ORDER  -  THIRD     CLASS I
 AE3388
 AE3388.The horizontal coordinates were established by GPS observations
 AE3388.and adjusted by the National Geodetic Survey in October 1997..
 AE3388
 AE3388.The orthometric height was determined by GPS observations and a
 AE3388.high-resolution geoid model.
 AE3388
 AE3388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3388
 AE3388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3388
 AE3388.The ellipsoidal height was determined by GPS observations
 AE3388.and is referenced to NAD 83.
 AE3388
 AE3388.The geoid height was determined by GEOID03.
 AE3388
 AE3388;                    North         East     Units Scale Factor Converg.
 AE3388;SPC OH N     -    53,537.972   536,451.177   MT  1.00006735   -0 29 23.7
 AE3388;UTM  17      - 4,446,416.551   308,705.920   MT  1.00005049   -1 26 54.1
 AE3388
 AE3388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3388!SPC OH N     -   0.99995935  x   1.00006735  =   1.00002669
 AE3388!UTM  17      -   0.99995935  x   1.00005049  =   1.00000983
 AE3388
 AE3388|---------------------------------------------------------------------|
 AE3388| PID    Reference Object                     Distance      Geod. Az  |
 AE3388|                                                           dddmmss.s |
 AE3388| AE3392 14 2 AZ MK                          352.470 METERS 03114     |
 AE3388|---------------------------------------------------------------------|
 AE3388
 AE3388                          SUPERSEDED SURVEY CONTROL
 AE3388
 AE3388  ELLIP H (10/02/97)  259.20   (m)                       GP(       ) 3 1
 AE3388
 AE3388.Superseded values are not recommended for survey control.
 AE3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3388.See file dsdata.txt to determine how the superseded data were derived.
 AE3388
 AE3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0870646417(NAD 83)
 AE3388_MARKER: DD = SURVEY DISK
 AE3388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3388_STAMPING: TWP 14 STATION 2
 AE3388_MARK LOGO: OH-159
 AE3388_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3388+STABILITY: SURFACE MOTION
 AE3388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3388+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3388
 AE3388  HISTORY     - Date     Condition        Report By
 AE3388  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3388  HISTORY     - 20060311 MARK NOT FOUND   USPSQD
 AE3388
 AE3388                          STATION DESCRIPTION
 AE3388
 AE3388'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3388'12.9 KM (8.00 MI) SOUTHEAST OF MARYSVILLE, 9.7 KM (6.00 MI) NORTHEAST
 AE3388'OF PLAIN CITY.  FROM THE INTERSECTION/INTERCHANGE OF STATE HIGHWAY 33
 AE3388'AND STATE HIGHWAY 42, PROCEED SOUTHWEST ON STATE HIGHWAY 42 1.9 KM
 AE3388'(1.20 MI) TO THE STATION ON THE RIGHT.  MARKER IS EAST OF RESIDENCE
 AE3388'NO.  9439, 7.9 M (25.9 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 42
 AE3388'AND 10.4 M (34.1 FT) SOUTHWEST OF A POWERPOLE.  CONTROL POINT IS FLUSH
 AE3388'WITH THE GROUND.
 AE3388
 AE3388                          STATION RECOVERY (2006)
 AE3388
 AE3388'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 AE3388'TEAM 1 OF THE COLUMBUS SAIL AND POWER SQUADRON, (USPS), DID NOT FIND
 AE3388'MARKER AE3388. WE USED OUR GPS AND A METAL DETECTOR AS WELL AS
 AE3388'MEASUREMENTS WITH A TAPE. WE DID FIND THE RESIDENCE, MAIL BOX AND
 AE3388'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3392 ***********************************************************************
 AE3392  DESIGNATION -  14 2 AZ MK
 AE3392  PID         -  AE3392
 AE3392  STATE/COUNTY-  OH/UNION
 AE3392  USGS QUAD   -  SHAWNEE HILLS (1980)
 AE3392
 AE3392                         *CURRENT SURVEY CONTROL
 AE3392  ___________________________________________________________________
 AE3392* NAD 83(1995)-  40 08 56.56432(N)    083 14 36.93587(W)     ADJUSTED  
 AE3392* NAVD 88     -       297.7    (meters)     977.     (feet)  GPS OBS   
 AE3392  ___________________________________________________________________
 AE3392  X           -     574,389.724 (meters)                     COMP
 AE3392  Y           -  -4,848,349.587 (meters)                     COMP
 AE3392  Z           -   4,090,819.725 (meters)                     COMP
 AE3392  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AE3392  ELLIP HEIGHT-         264.27  (meters)          (10/07/05) GPS OBS
 AE3392  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AE3392
 AE3392  HORZ ORDER  -  FIRST
 AE3392  ELLP ORDER  -  THIRD     CLASS I
 AE3392
 AE3392.The horizontal coordinates were established by GPS observations
 AE3392.and adjusted by the National Geodetic Survey in October 1997..
 AE3392
 AE3392.The orthometric height was determined by GPS observations and a
 AE3392.high-resolution geoid model.
 AE3392
 AE3392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3392
 AE3392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3392
 AE3392.The ellipsoidal height was determined by GPS observations
 AE3392.and is referenced to NAD 83.
 AE3392
 AE3392.The geoid height was determined by GEOID03.
 AE3392
 AE3392;                    North         East     Units Scale Factor Converg.
 AE3392;SPC OH N     -    53,837.804   536,636.521   MT  1.00006659   -0 29 18.6
 AE3392;UTM  17      - 4,446,713.235   308,896.251   MT  1.00004960   -1 26 49.4
 AE3392
 AE3392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3392!SPC OH N     -   0.99995854  x   1.00006659  =   1.00002513
 AE3392!UTM  17      -   0.99995854  x   1.00004960  =   1.00000814
 AE3392
 AE3392|---------------------------------------------------------------------|
 AE3392| PID    Reference Object                     Distance      Geod. Az  |
 AE3392|                                                           dddmmss.s |
 AE3392| AE3388 14 2                                352.470 METERS 21114     |
 AE3392|---------------------------------------------------------------------|
 AE3392
 AE3392                          SUPERSEDED SURVEY CONTROL
 AE3392
 AE3392  ELLIP H (10/02/97)  264.31   (m)                       GP(       ) 3 1
 AE3392
 AE3392.Superseded values are not recommended for survey control.
 AE3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3392.See file dsdata.txt to determine how the superseded data were derived.
 AE3392
 AE3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0889646713(NAD 83)
 AE3392_MARKER: DD = SURVEY DISK
 AE3392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3392_STAMPING: TWP 14 STATION 2A
 AE3392_MARK LOGO: OH-159
 AE3392_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3392+STABILITY: SURFACE MOTION
 AE3392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3392+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3392
 AE3392  HISTORY     - Date     Condition        Report By
 AE3392  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3392
 AE3392                          STATION DESCRIPTION
 AE3392
 AE3392'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3392'12.9 KM (8.00 MI) SOUTHEAST OF MARYSVILLE, 9.7 KM (6.00 MI) NORTHEAST
 AE3392'OF PLAIN CITY.  FROM THE INTERSECTION/INTERCHANGE OF STATE HIGHWAY 33
 AE3392'AND STATE HIGHWAY 42, PROCEED SOUTHWEST ON STATE HIGHWAY 42 1.6 KM
 AE3392'(1.00 MI) TO THE STATION ON THE LEFT.  MARKER IS WEST OF RESIDENCE NO.
 AE3392'9660, 6.4 M (21.0 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 42 AND
 AE3392'13.1 M (43.0 FT) SOUTHWEST OF A GAS LINE MARKER.  CONTROL POINT IS
 AE3392'FLUSH WITH THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3408 ***********************************************************************
 AE3408  DESIGNATION -  14 3
 AE3408  PID         -  AE3408
 AE3408  STATE/COUNTY-  OH/UNION
 AE3408  USGS QUAD   -  SHAWNEE HILLS (1980)
 AE3408
 AE3408                         *CURRENT SURVEY CONTROL
 AE3408  ___________________________________________________________________
 AE3408* NAD 83(1995)-  40 09 01.65022(N)    083 13 40.18028(W)     ADJUSTED  
 AE3408* NAVD 88     -       308.3    (meters)    1011.     (feet)  GPS OBS   
 AE3408  ___________________________________________________________________
 AE3408  X           -     575,712.796 (meters)                     COMP
 AE3408  Y           -  -4,848,098.955 (meters)                     COMP
 AE3408  Z           -   4,090,946.469 (meters)                     COMP
 AE3408  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 AE3408  ELLIP HEIGHT-         274.87  (meters)          (10/07/05) GPS OBS
 AE3408  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AE3408
 AE3408  HORZ ORDER  -  FIRST
 AE3408  ELLP ORDER  -  THIRD     CLASS I
 AE3408
 AE3408.The horizontal coordinates were established by GPS observations
 AE3408.and adjusted by the National Geodetic Survey in October 1997..
 AE3408
 AE3408.The orthometric height was determined by GPS observations and a
 AE3408.high-resolution geoid model.
 AE3408
 AE3408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3408
 AE3408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3408
 AE3408.The ellipsoidal height was determined by GPS observations
 AE3408.and is referenced to NAD 83.
 AE3408
 AE3408.The geoid height was determined by GEOID03.
 AE3408
 AE3408;                    North         East     Units Scale Factor Converg.
 AE3408;SPC OH N     -    53,983.344   537,981.212   MT  1.00006620   -0 28 41.3
 AE3408;UTM  17      - 4,446,836.255   310,243.162   MT  1.00004328   -1 26 12.9
 AE3408
 AE3408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3408!SPC OH N     -   0.99995688  x   1.00006620  =   1.00002308
 AE3408!UTM  17      -   0.99995688  x   1.00004328  =   1.00000016
 AE3408
 AE3408                          SUPERSEDED SURVEY CONTROL
 AE3408
 AE3408  ELLIP H (10/02/97)  274.91   (m)                       GP(       ) 3 1
 AE3408
 AE3408.Superseded values are not recommended for survey control.
 AE3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3408.See file dsdata.txt to determine how the superseded data were derived.
 AE3408
 AE3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1024346836(NAD 83)
 AE3408_MARKER: DD = SURVEY DISK
 AE3408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3408_STAMPING: TWP 14 STATION 3
 AE3408_MARK LOGO: OH-159
 AE3408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3408+STABILITY: SURFACE MOTION
 AE3408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3408+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3408
 AE3408  HISTORY     - Date     Condition        Report By
 AE3408  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3408
 AE3408                          STATION DESCRIPTION
 AE3408
 AE3408'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3408'14.5 KM (9.00 MI) SOUTHEAST FROM MARYSVILLE, 10.5 KM (6.50 MI)
 AE3408'NORTHEAST OF PLAIN CITY.  FROM THE INTERSECTION/INTERCHANGE OF STATE
 AE3408'HIGHWAY 33 AND STATE HIGHWAY 42, PROCEED SOUTHWEST ON STATE HIGHWAY 42
 AE3408'FOR 0.8 KM (0.50 MI) TO THE INTERSECTION STATE HIGHWAY 42 AND CO.RD.1
 AE3408'(INDUSTRIAL PKWY) .  TURN LEFT AND PROCEED SOUTHEAST ON CO.RD.1 FOR
 AE3408'1.3 KM (0.80 MI) TO THE STATION ON THE RIGHT.  MARKER IS EAST OF DRIVE
 AE3408'FOR RESIDENCE NO.9611, WEST OF DRIVE FOR APPT.  COMPLEX NO.9589 AND IS
 AE3408'9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF CO.RD.1, 11.3 M (37.1 FT)
 AE3408'NORTHEAST OF SHRUB BUSH AND 15.6 M (51.2 FT) NORTHWEST OF UTILITY
 AE3408'POLE.  CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3383 ***********************************************************************
 AE3383  DESIGNATION -  14 3 AZ MK
 AE3383  PID         -  AE3383
 AE3383  STATE/COUNTY-  OH/UNION
 AE3383  USGS QUAD   -  SHAWNEE HILLS (1980)
 AE3383
 AE3383                         *CURRENT SURVEY CONTROL
 AE3383  ___________________________________________________________________
 AE3383* NAD 83(1995)-  40 08 50.68173(N)    083 13 22.27570(W)     ADJUSTED  
 AE3383* NAVD 88     -       298.8    (meters)     980.     (feet)  GPS OBS   
 AE3383  ___________________________________________________________________
 AE3383  X           -     576,158.507 (meters)                     COMP
 AE3383  Y           -  -4,848,258.318 (meters)                     COMP
 AE3383  Z           -   4,090,681.694 (meters)                     COMP
 AE3383  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 AE3383  ELLIP HEIGHT-         265.30  (meters)          (10/07/05) GPS OBS
 AE3383  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AE3383
 AE3383  HORZ ORDER  -  FIRST
 AE3383  ELLP ORDER  -  THIRD     CLASS I
 AE3383
 AE3383.The horizontal coordinates were established by GPS observations
 AE3383.and adjusted by the National Geodetic Survey in October 1997..
 AE3383
 AE3383.The orthometric height was determined by GPS observations and a
 AE3383.high-resolution geoid model.
 AE3383
 AE3383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3383
 AE3383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3383
 AE3383.The ellipsoidal height was determined by GPS observations
 AE3383.and is referenced to NAD 83.
 AE3383
 AE3383.The geoid height was determined by GEOID03.
 AE3383
 AE3383;                    North         East     Units Scale Factor Converg.
 AE3383;SPC OH N     -    53,641.499   538,402.194   MT  1.00006705   -0 28 29.6
 AE3383;UTM  17      - 4,446,487.422   310,658.355   MT  1.00004134   -1 26 01.0
 AE3383
 AE3383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3383!SPC OH N     -   0.99995838  x   1.00006705  =   1.00002543
 AE3383!UTM  17      -   0.99995838  x   1.00004134  =   0.99999972
 AE3383
 AE3383                          SUPERSEDED SURVEY CONTROL
 AE3383
 AE3383  ELLIP H (10/02/97)  265.34   (m)                       GP(       ) 3 1
 AE3383
 AE3383.Superseded values are not recommended for survey control.
 AE3383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3383.See file dsdata.txt to determine how the superseded data were derived.
 AE3383
 AE3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1065846487(NAD 83)
 AE3383_MARKER: DD = SURVEY DISK
 AE3383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3383_STAMPING: TWP 14 STATION 3A
 AE3383_MARK LOGO: OH-159
 AE3383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3383+STABILITY: SURFACE MOTION
 AE3383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3383+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3383
 AE3383  HISTORY     - Date     Condition        Report By
 AE3383  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3383
 AE3383                          STATION DESCRIPTION
 AE3383
 AE3383'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3383'14.5 KM (9.00 MI) SOUTHEAST FORM MARYSVILLE, 10.5 KM (6.50 MI)
 AE3383'NORTHEAST OF PLAIN CITY.  FROM THE INTERSECTION/INTERCHANGE OF STATE
 AE3383'HIGHWAY 33 AND STATE HIGHWAY, 42 PROCEED SOUTHWEST ON STATE HIGHWAY 42
 AE3383'FOR 0.8 KM (0.50 MI) TO THE INTERSECTION OF 42 AND COUNTY RD.1
 AE3383'(INDUSTRIAL PKWY) .  TURN LEFT AND PROCEED SOUTHEAST ON CO.RD.  1 FOR
 AE3383'1.6 KM (1.00 MI) TO THE STATION ON THE LEFT.  MARKER IS BETWEEN TWO
 AE3383'DRIVES LEADING TO FARM RESIDENCE NO.  9346, 8.8 M (28.9 FT) EAST OF
 AE3383'THE CENTERLINE OF CO.RD.1, 4.4 M (14.4 FT) NORTH OF POWER POLE
 AE3383'(1653-153-2) AND 6.4 M (21.0 FT) WEST OF AN 12IN.  IRON PIPE.  CONTOL
 AE3383'POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3409 ***********************************************************************
 AE3409  DESIGNATION -  14 4
 AE3409  PID         -  AE3409
 AE3409  STATE/COUNTY-  OH/UNION
 AE3409  USGS QUAD   -  HILLIARD (1984)
 AE3409
 AE3409                         *CURRENT SURVEY CONTROL
 AE3409  ___________________________________________________________________
 AE3409* NAD 83(1995)-  40 07 15.73538(N)    083 11 31.22300(W)     ADJUSTED  
 AE3409* NAVD 88     -       285.8    (meters)     938.     (feet)  GPS OBS   
 AE3409  ___________________________________________________________________
 AE3409  X           -     578,991.315 (meters)                     COMP
 AE3409  Y           -  -4,849,811.944 (meters)                     COMP
 AE3409  Z           -   4,088,434.270 (meters)                     COMP
 AE3409  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 AE3409  ELLIP HEIGHT-         252.28  (meters)          (10/07/05) GPS OBS
 AE3409  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AE3409
 AE3409  HORZ ORDER  -  FIRST
 AE3409  ELLP ORDER  -  THIRD     CLASS I
 AE3409
 AE3409.The horizontal coordinates were established by GPS observations
 AE3409.and adjusted by the National Geodetic Survey in October 1997..
 AE3409
 AE3409.The orthometric height was determined by GPS observations and a
 AE3409.high-resolution geoid model.
 AE3409
 AE3409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3409
 AE3409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3409
 AE3409.The ellipsoidal height was determined by GPS observations
 AE3409.and is referenced to NAD 83.
 AE3409
 AE3409.The geoid height was determined by GEOID03.
 AE3409
 AE3409;                    North         East     Units Scale Factor Converg.
 AE3409;SPC OH N     -    50,691.568   541,007.600   MT  1.00007447   -0 27 16.6
 AE3409;UTM  17      - 4,443,494.424   313,213.957   MT  1.00002951   -1 24 46.6
 AE3409
 AE3409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3409!SPC OH N     -   0.99996042  x   1.00007447  =   1.00003489
 AE3409!UTM  17      -   0.99996042  x   1.00002951  =   0.99998993
 AE3409
 AE3409:                Primary Azimuth Mark                     Grid Az
 AE3409:SPC OH N     -  14 4 AZ MK                               153 26 53.0
 AE3409:UTM  17      -  14 4 AZ MK                               154 24 23.0
 AE3409
 AE3409|---------------------------------------------------------------------|
 AE3409| PID    Reference Object                     Distance      Geod. Az  |
 AE3409|                                                           dddmmss.s |
 AE3409| AE3412 14 4 AZ MK                          406.829 METERS 1525936.4 |
 AE3409|---------------------------------------------------------------------|
 AE3409
 AE3409                          SUPERSEDED SURVEY CONTROL
 AE3409
 AE3409  ELLIP H (10/02/97)  252.32   (m)                       GP(       ) 3 1
 AE3409
 AE3409.Superseded values are not recommended for survey control.
 AE3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3409.See file dsdata.txt to determine how the superseded data were derived.
 AE3409
 AE3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1321443494(NAD 83)
 AE3409_MARKER: DD = SURVEY DISK
 AE3409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3409_STAMPING: TWP 14 STATION 4
 AE3409_MARK LOGO: OH-159
 AE3409_PROJECTION: FLUSH
 AE3409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3409+STABILITY: SURFACE MOTION
 AE3409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3409+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AE3409
 AE3409  HISTORY     - Date     Condition        Report By
 AE3409  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3409  HISTORY     - 20000705 GOOD             WOOLPT
 AE3409
 AE3409                          STATION DESCRIPTION
 AE3409
 AE3409'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3409'6.4 KM (3.95 MI) NORTHEST OF PLAIN CITY, 19.3 KM (12.00 MI) SOUTHEAST
 AE3409'OF MARYSVILLE.  FROM THE INTERSECTION/INTERCHANGE OF STATE HIGHWAY 33
 AE3409'AND STATE HIGHWAY 42, PROCEED SOUTHWEST ON STATE HIGHWAY 42 FOR 0.8 KM
 AE3409'(0.50 MI) TO THE INTERSECTION OF STATE HIGHWAY 42 AND CO.RD.1
 AE3409'(INDUSTRIAL PKWY) .  TURN LEFT AND PROCEED SOUTHEAST ON CO.RD.1 FOR
 AE3409'5.8 KM (3.60 MI) TO THE STATION ON THE LEFT.  MARKER IS NORTH OF NORTH
 AE3409'DRIVE TO BUSINESS NO.  7500 (DINNEEN EXCAVATING) , 11.6 M (38.1 FT)
 AE3409'EAST OF THE CENTERLINE OF CO.RD.1 AND 7.9 M (25.9 FT) SOUTH OF A
 AE3409'TELEPHONE BOX.  CONTROL POINT IS FLUSH WITH THE GROUND.
 AE3409
 AE3409                          STATION RECOVERY (2000)
 AE3409
 AE3409'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (TEM)
 AE3409'THE STATION IS LOCATED APPROXIMATELY 19.32 KM (12.0 MI) SOUTHEAST OF
 AE3409' MARYSVILLE,  6.76 KM (4.2 MI) EAST OF PLAIN CITY AND 16.74 KM (10.4
 AE3409'MI)
 AE3409'NORTHWEST OF COLUMBUS.
 AE3409'TO REACH THE  STATION FROM THE JUNCTION OF  US ROUTES 33 AND 42 ,
 AE3409'PROCEED SOUTHWEST ON STATE ROUTE 42 FOR 0.81 KM (0.5 MI) TO THE
 AE3409'JUNCTON WITH INDUSTRIAL PARKWAY. TURN LEFT AND PROCEED
 AE3409'SOUTHEAST ON INDUSTRIAL PARKWAY FOR 5.8 KM (3.6 MI) TO THE STATION
 AE3409'ON THE LEFT. THE STATION IS JUST NORTH OF THE NORTH DRIVE OF
 AE3409'DINNEEN EXCAVATING, BUILDING NUMBER 7500.
 AE3409'THE STATION  IS 24.85 M (81.5 FT) EAST OF A UTILITY POLE, 11.62 M
 AE3409'(38.1 FT)
 AE3409'EAST-NORTHEAST OF THE CENTERLINE OF INDUSTRIAL PARKWAY, 7.41 M
 AE3409'(24.3 FT) NORTH OF THE EDGE OF PAVEMENT OF THE DRIVE TO BUILDING
 AE3409'NUMBER 7500, AND 4.02 M (13.2 FT) NORTHEAST OF A 1 FT DIAMETER
 AE3409'CULVERT. THE STATION IS  A BRASS UNION COUNTY GPS DISK STAMPED
 AE3409'--TWP 14 STATION 4--  SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AE3409'MONUMENT  WITH AN IMBEDDED REBAR. THE  STATION IS SET FLUSH
 AE3409'WITH THE GROUND.
 AE3409'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3412 ***********************************************************************
 AE3412  DESIGNATION -  14 4 AZ MK
 AE3412  PID         -  AE3412
 AE3412  STATE/COUNTY-  OH/UNION
 AE3412  USGS QUAD   -  HILLIARD (1984)
 AE3412
 AE3412                         *CURRENT SURVEY CONTROL
 AE3412  ___________________________________________________________________
 AE3412* NAD 83(1995)-  40 07 03.98355(N)    083 11 23.42147(W)     ADJUSTED  
 AE3412* NAVD 88     -       285.8    (meters)     938.     (feet)  GPS OBS   
 AE3412  ___________________________________________________________________
 AE3412  X           -     579,202.447 (meters)                     COMP
 AE3412  Y           -  -4,850,021.979 (meters)                     COMP
 AE3412  Z           -   4,088,157.084 (meters)                     COMP
 AE3412  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AE3412  ELLIP HEIGHT-         252.29  (meters)          (10/07/05) GPS OBS
 AE3412  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AE3412
 AE3412  HORZ ORDER  -  FIRST
 AE3412  ELLP ORDER  -  THIRD     CLASS I
 AE3412
 AE3412.The horizontal coordinates were established by GPS observations
 AE3412.and adjusted by the National Geodetic Survey in October 1997..
 AE3412
 AE3412.The orthometric height was determined by GPS observations and a
 AE3412.high-resolution geoid model.
 AE3412
 AE3412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3412
 AE3412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3412
 AE3412.The ellipsoidal height was determined by GPS observations
 AE3412.and is referenced to NAD 83.
 AE3412
 AE3412.The geoid height was determined by GEOID03.
 AE3412
 AE3412;                    North         East     Units Scale Factor Converg.
 AE3412;SPC OH N     -    50,327.620   541,189.470   MT  1.00007540   -0 27 11.5
 AE3412;UTM  17      - 4,443,127.502   313,389.706   MT  1.00002870   -1 24 41.2
 AE3412
 AE3412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3412!SPC OH N     -   0.99996042  x   1.00007540  =   1.00003582
 AE3412!UTM  17      -   0.99996042  x   1.00002870  =   0.99998912
 AE3412
 AE3412:                Primary Azimuth Mark                     Grid Az
 AE3412:SPC OH N     -  14 4                                     333 26 53.0
 AE3412:UTM  17      -  14 4                                     334 24 22.7
 AE3412
 AE3412|---------------------------------------------------------------------|
 AE3412| PID    Reference Object                     Distance      Geod. Az  |
 AE3412|                                                           dddmmss.s |
 AE3412| AE3409 14 4                                406.829 METERS 3325941.5 |
 AE3412|---------------------------------------------------------------------|
 AE3412
 AE3412                          SUPERSEDED SURVEY CONTROL
 AE3412
 AE3412  ELLIP H (10/02/97)  252.32   (m)                       GP(       ) 3 1
 AE3412
 AE3412.Superseded values are not recommended for survey control.
 AE3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3412.See file dsdata.txt to determine how the superseded data were derived.
 AE3412
 AE3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1339043128(NAD 83)
 AE3412_MARKER: DD = SURVEY DISK
 AE3412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3412_STAMPING: TWP 14 STATION 4A
 AE3412_MARK LOGO: OH-159
 AE3412_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3412+STABILITY: SURFACE MOTION
 AE3412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3412+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3412
 AE3412  HISTORY     - Date     Condition        Report By
 AE3412  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3412
 AE3412                          STATION DESCRIPTION
 AE3412
 AE3412'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3412'6.4 KM (3.95 MI) NORTHEAST OF PLAIN CITY, 19.3 KM (12.00 MI) SOUTHEAST
 AE3412'OF MARYSVILLE.  FROM THE INTERSECTION/INTERCHANGE OF STATE HIGHWAY 33
 AE3412'AND STATE HIGHWAY 42, PROCEED SOUTHWEST ON STATE HIGHWAY 42 FOR 0.8 KM
 AE3412'(0.50 MI) TO THE INERSECTION OF STATE HIGHWAY 42 AND CO.RD.1
 AE3412'(INDUSTRIAL PKWY) .  TURN LEFT AND PROCEED SOUTHEAST ON CO.RD.1 FOR
 AE3412'5.5 KM (3.40 MI) TO THE STATION ON THE RIGHT.  MARKER IS ACROSS FROM
 AE3412'THE EXTENDED NORTH EDGE OF A DRIVE TO THE EAST FOR BUSINESS (SOFT AND
 AE3412'GREEN LAWN CARE) , 4.0 M (13.1 FT) WEST OF THE WEST EDGE OF PAVEMENT
 AE3412'OF CO.RD.1 AND 13.7 M (44.9 FT) WEST OF THE MAILBOX FOR SAID BUSINESS.
 AE3412'CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3407 ***********************************************************************
 AE3407  DESIGNATION -  14 5
 AE3407  PID         -  AE3407
 AE3407  STATE/COUNTY-  OH/UNION
 AE3407  USGS QUAD   -  SHAWNEE HILLS (1980)
 AE3407
 AE3407                         *CURRENT SURVEY CONTROL
 AE3407  ___________________________________________________________________
 AE3407* NAD 83(1995)-  40 08 19.54203(N)    083 11 38.52716(W)     ADJUSTED  
 AE3407* NAVD 88     -       287.6    (meters)     944.     (feet)  GPS OBS   
 AE3407  ___________________________________________________________________
 AE3407  X           -     578,669.415 (meters)                     COMP
 AE3407  Y           -  -4,848,574.282 (meters)                     COMP
 AE3407  Z           -   4,089,940.235 (meters)                     COMP
 AE3407  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AE3407  ELLIP HEIGHT-         254.11  (meters)          (10/07/05) GPS OBS
 AE3407  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AE3407
 AE3407  HORZ ORDER  -  FIRST
 AE3407  ELLP ORDER  -  THIRD     CLASS I
 AE3407
 AE3407.The horizontal coordinates were established by GPS observations
 AE3407.and adjusted by the National Geodetic Survey in October 1997..
 AE3407
 AE3407.The orthometric height was determined by GPS observations and a
 AE3407.high-resolution geoid model.
 AE3407
 AE3407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3407
 AE3407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3407
 AE3407.The ellipsoidal height was determined by GPS observations
 AE3407.and is referenced to NAD 83.
 AE3407
 AE3407.The geoid height was determined by GEOID03.
 AE3407
 AE3407;                    North         East     Units Scale Factor Converg.
 AE3407;SPC OH N     -    52,661.052   540,850.303   MT  1.00006946   -0 27 21.4
 AE3407;UTM  17      - 4,445,466.180   313,089.635   MT  1.00003008   -1 24 53.2
 AE3407
 AE3407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3407!SPC OH N     -   0.99996014  x   1.00006946  =   1.00002960
 AE3407!UTM  17      -   0.99996014  x   1.00003008  =   0.99999022
 AE3407
 AE3407|---------------------------------------------------------------------|
 AE3407| PID    Reference Object                     Distance      Geod. Az  |
 AE3407|                                                           dddmmss.s |
 AE3407| AE3403 14 5 AZ MK                          313.870 METERS 10139     |
 AE3407|---------------------------------------------------------------------|
 AE3407
 AE3407                          SUPERSEDED SURVEY CONTROL
 AE3407
 AE3407  ELLIP H (10/02/97)  254.16   (m)                       GP(       ) 3 1
 AE3407
 AE3407.Superseded values are not recommended for survey control.
 AE3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3407.See file dsdata.txt to determine how the superseded data were derived.
 AE3407
 AE3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1309045466(NAD 83)
 AE3407_MARKER: DD = SURVEY DISK
 AE3407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3407_STAMPING: TWP 14 STATION 5
 AE3407_MARK LOGO: OH-159
 AE3407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3407+STABILITY: SURFACE MOTION
 AE3407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3407+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3407
 AE3407  HISTORY     - Date     Condition        Report By
 AE3407  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3407
 AE3407                          STATION DESCRIPTION
 AE3407
 AE3407'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3407'7.2 KM (4.45 MI) NORTHEAST OF PLAIN CITY, 16.1 KM (10.00 MI) SOUTHEAST
 AE3407'OF MARYSVILLE.  FROM THE INTERSECTION/INTERCHANGE OF STATE HIGHWAY 33
 AE3407'AND STATE HIGHWAY 42, PROCEED SOUTHEAST ON STATE HIGHWAY 42 FOR 0.8 KM
 AE3407'(0.50 MI) TO THE INTERSECTION OF STATE HIGHWAY 42 AND CO.RD.1
 AE3407'(INDUSTRIAL PKWY) .  TURN LEFT AND PROCEED SOUTHEST ON CO.RD.1
 AE3407'(INDUSTRIAL PKWY) FOR 2.4 KM (1.50 MI) TO THE INTERSECTION OF CO.RD.1
 AE3407'AND CO.RD.9 (MITCHELL-DEWITT RD) , TURN LEFT AND PROCEED EAST ON
 AE3407'CO.RD.9 CROSSING OVER STATE HIGHWAY 33 FOR 2.1 KM (1.30 MI) TO THE
 AE3407'STATION ON THE LEFT.  MARKER IS WEST OF RESIDENCE NO.  8240, 7.9 M
 AE3407'(25.9 FT) NORTH OF THE CENTERLINE OF MITCHELL-DEWITT RD., 6.1 M (20.0
 AE3407'FT) NORTHEAST OF A 12IN.  CULVERT PIPE AND 1.7 M (5.6 FT) EAST OF A
 AE3407'FENCE END POST.  CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3403 ***********************************************************************
 AE3403  DESIGNATION -  14 5 AZ MK
 AE3403  PID         -  AE3403
 AE3403  STATE/COUNTY-  OH/UNION
 AE3403  USGS QUAD   -  SHAWNEE HILLS (1980)
 AE3403
 AE3403                         *CURRENT SURVEY CONTROL
 AE3403  ___________________________________________________________________
 AE3403* NAD 83(1995)-  40 08 17.48782(N)    083 11 25.54129(W)     ADJUSTED  
 AE3403* NAVD 88     -       286.9    (meters)     941.     (feet)  GPS OBS   
 AE3403  ___________________________________________________________________
 AE3403  X           -     578,979.447 (meters)                     COMP
 AE3403  Y           -  -4,848,577.867 (meters)                     COMP
 AE3403  Z           -   4,089,891.345 (meters)                     COMP
 AE3403  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 AE3403  ELLIP HEIGHT-         253.41  (meters)          (10/07/05) GPS OBS
 AE3403  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AE3403
 AE3403  HORZ ORDER  -  FIRST
 AE3403  ELLP ORDER  -  THIRD     CLASS I
 AE3403
 AE3403.The horizontal coordinates were established by GPS observations
 AE3403.and adjusted by the National Geodetic Survey in October 1997..
 AE3403
 AE3403.The orthometric height was determined by GPS observations and a
 AE3403.high-resolution geoid model.
 AE3403
 AE3403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3403
 AE3403.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3403
 AE3403.The ellipsoidal height was determined by GPS observations
 AE3403.and is referenced to NAD 83.
 AE3403
 AE3403.The geoid height was determined by GEOID03.
 AE3403
 AE3403;                    North         East     Units Scale Factor Converg.
 AE3403;SPC OH N     -    52,595.250   541,157.220   MT  1.00006962   -0 27 12.9
 AE3403;UTM  17      - 4,445,395.254   313,395.396   MT  1.00002867   -1 24 44.7
 AE3403
 AE3403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3403!SPC OH N     -   0.99996025  x   1.00006962  =   1.00002986
 AE3403!UTM  17      -   0.99996025  x   1.00002867  =   0.99998892
 AE3403
 AE3403|---------------------------------------------------------------------|
 AE3403| PID    Reference Object                     Distance      Geod. Az  |
 AE3403|                                                           dddmmss.s |
 AE3403| AE3407 14 5                                313.870 METERS 28139     |
 AE3403|---------------------------------------------------------------------|
 AE3403
 AE3403                          SUPERSEDED SURVEY CONTROL
 AE3403
 AE3403  ELLIP H (10/02/97)  253.45   (m)                       GP(       ) 3 1
 AE3403
 AE3403.Superseded values are not recommended for survey control.
 AE3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3403.See file dsdata.txt to determine how the superseded data were derived.
 AE3403
 AE3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1339545395(NAD 83)
 AE3403_MARKER: DD = SURVEY DISK
 AE3403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3403_STAMPING: TWP 14 STATION 5A
 AE3403_MARK LOGO: OH-159
 AE3403_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3403+STABILITY: SURFACE MOTION
 AE3403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3403+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3403
 AE3403  HISTORY     - Date     Condition        Report By
 AE3403  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3403
 AE3403                          STATION DESCRIPTION
 AE3403
 AE3403'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3403'7.2 KM (4.45 MI) NORTHEAST OF PLAIN CITY, 16.1 KM (10.00 MI) SOUTHEAST
 AE3403'OF MARYSVILLE.  FRON THE INTERSECTION/INTERCHANGE OF STATE HIGHWAY 33
 AE3403'AND STATE HIGHWAY 42, PROCEED SOUTHWEST ON STATE HIGHWAY 42 FOR 0.8 KM
 AE3403'(0.50 MI) TO THE INTERSECTION OF STATE HIGHWAY 42 AND CO.RD.1
 AE3403'(INDUSTRIAL PKWY) .  RN LEFT AND PROCEED SOUTHEAST ON CO.RD.1 FOR 2.4
 AE3403'KM (1.50 MI) TO THE INTERSECTION OF CO.RD.1 AND CO.RD.9
 AE3403'(MITCHELL-DEWITT RD) , TURN LEFT AND PROCEED EAST ON CO.RD.9 CROSSING
 AE3403'OVER STATE HIGHWAY 33 FOR 2.4 KM (1.50 MI) TO THE STATION ON THE
 AE3403'RIGHT.  MARKER IS 8.2 M (26.9 FT) SOUTH OF MITCHELL-DEWITT RD., 10.3 M
 AE3403'(33.8 FT) SOUTHEAST OF THE CENTERLINE INTERSECTION OF MITCHELL-DEWITT
 AE3403'RD AND A DRIVE TO THE NORTH FOR RESIDENCE NO.  8120 AND 19.8 M (65.0
 AE3403'FT) SOUTHEAST OF A POWERPOLE.  CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3381 ***********************************************************************
 AE3381  DESIGNATION -  14 6
 AE3381  PID         -  AE3381
 AE3381  STATE/COUNTY-  OH/UNION
 AE3381  USGS QUAD   -  SHAWNEE HILLS (1980)
 AE3381
 AE3381                         *CURRENT SURVEY CONTROL
 AE3381  ___________________________________________________________________
 AE3381* NAD 83(1995)-  40 09 56.25502(N)    083 13 36.34526(W)     ADJUSTED  
 AE3381* NAVD 88     -       305.1    (meters)    1001.     (feet)  GPS OBS   
 AE3381  ___________________________________________________________________
 AE3381  X           -     575,674.529 (meters)                     COMP
 AE3381  Y           -  -4,847,007.107 (meters)                     COMP
 AE3381  Z           -   4,092,231.573 (meters)                     COMP
 AE3381  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AE3381  ELLIP HEIGHT-         271.54  (meters)          (10/07/05) GPS OBS
 AE3381  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AE3381
 AE3381  HORZ ORDER  -  FIRST
 AE3381  ELLP ORDER  -  THIRD     CLASS I
 AE3381
 AE3381.The horizontal coordinates were established by GPS observations
 AE3381.and adjusted by the National Geodetic Survey in October 1997..
 AE3381
 AE3381.The orthometric height was determined by GPS observations and a
 AE3381.high-resolution geoid model.
 AE3381
 AE3381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3381
 AE3381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3381
 AE3381.The ellipsoidal height was determined by GPS observations
 AE3381.and is referenced to NAD 83.
 AE3381
 AE3381.The geoid height was determined by GEOID03.
 AE3381
 AE3381;                    North         East     Units Scale Factor Converg.
 AE3381;SPC OH N     -    55,666.856   538,086.019   MT  1.00006204   -0 28 38.8
 AE3381;UTM  17      - 4,448,517.741   310,376.129   MT  1.00004266   -1 26 12.1
 AE3381
 AE3381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3381!SPC OH N     -   0.99995740  x   1.00006204  =   1.00001944
 AE3381!UTM  17      -   0.99995740  x   1.00004266  =   1.00000006
 AE3381
 AE3381|---------------------------------------------------------------------|
 AE3381| PID    Reference Object                     Distance      Geod. Az  |
 AE3381|                                                           dddmmss.s |
 AE3381| AE3413 14 6 AZ MK                          378.820 METERS 03716     |
 AE3381|---------------------------------------------------------------------|
 AE3381
 AE3381                          SUPERSEDED SURVEY CONTROL
 AE3381
 AE3381  ELLIP H (10/02/97)  271.58   (m)                       GP(       ) 3 1
 AE3381
 AE3381.Superseded values are not recommended for survey control.
 AE3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3381.See file dsdata.txt to determine how the superseded data were derived.
 AE3381
 AE3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1037648518(NAD 83)
 AE3381_MARKER: DD = SURVEY DISK
 AE3381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3381_STAMPING: TWP 14 STATION 6
 AE3381_MARK LOGO: OH-159
 AE3381_PROJECTION: FLUSH
 AE3381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3381+STABILITY: SURFACE MOTION
 AE3381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3381+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AE3381
 AE3381  HISTORY     - Date     Condition        Report By
 AE3381  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3381  HISTORY     - 20000705 GOOD             WOOLPT
 AE3381
 AE3381                          STATION DESCRIPTION
 AE3381
 AE3381'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3381'6.4 KM (3.95 MI) NORTHEAST OF PLAIN CITY, 14.5 KM (9.00 MI) SOUTHEAST
 AE3381'OF MARYSVILLE.  FROM THE INTERSECTION OF STATE HIGHWAY 33 AND STATE
 AE3381'HIGHWAY 42, PROCEED NORTHEAST ON STATE HIGHWAY 42 1.2 KM (0.75 MI) TO
 AE3381'THE STATION ON THE RIGHT.  THE MARKER IS NORTHEAST OF THE OHIO
 AE3381'CATTLEMANS ASSC.  AND RESIDENCE 10623, 8.2 M (26.9 FT) SOUTHWEST OF A
 AE3381'CREEK AND 9.1 M (29.9 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 42.
 AE3381'CONTROL POINT IS FLUSH WITH THE GROUND.
 AE3381
 AE3381                          STATION RECOVERY (2000)
 AE3381
 AE3381'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (TEM)
 AE3381'THE STATION IS LOCATED APPROXIMATELY 13.85 (8.6 MI) SOUTHEAST OF
 AE3381'MARYSVILLE,  7.25 KM (4.5 MI) NORTHEAST OF PLAIN CITY AND 22.86 KM
 AE3381'(14.2
 AE3381'MI) NORTHWEST OF COLUMBUS.
 AE3381'TO REACH THE  STATION FROM THE JUNCTION F  US ROUTES 33 AND 42 ,
 AE3381'PROCEED NORTHEAST ON US ROUTE 42 FOR 1.2 KM (0.75 MI) TO THE
 AE3381'STATION ON THE RIGHT.
 AE3381'THE STATION  IS 23.87 M (78.3 FT) SOUTHWEST OF POLE NUMBER 462027,
 AE3381'12.65 M (41.5 FT) SOUTH OF A CONCRETE CULVERT, 9.1 M (29.85 FT)
 AE3381'SOUTHEAST OF THE CENTERLINE OF US ROUTE 42, AND 8.2 M (26.9 FT) WEST
 AE3381'OF A DRAINAGE DITCH.  THE STATION IS A BRASS UNION COUNTY GPS DISK
 AE3381'STAMPED --TWP 14 STATION 6-- SET IN  THE TOP  OF A 12  INCH  DIAMETER
 AE3381'CONCRETE MONUMENT  WITH AN IMBEDDED  REBAR. THE STATION IS SET
 AE3381'FLUSH WITH THE GROUND.
 AE3381'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3413 ***********************************************************************
 AE3413  DESIGNATION -  14 6 AZ MK
 AE3413  PID         -  AE3413
 AE3413  STATE/COUNTY-  OH/UNION
 AE3413  USGS QUAD   -  SHAWNEE HILLS (1980)
 AE3413
 AE3413                         *CURRENT SURVEY CONTROL
 AE3413  ___________________________________________________________________
 AE3413* NAD 83(1995)-  40 10 06.02892(N)    083 13 26.65075(W)     ADJUSTED  
 AE3413* NAVD 88     -       303.8    (meters)     997.     (feet)  GPS OBS   
 AE3413  ___________________________________________________________________
 AE3413  X           -     575,879.284 (meters)                     COMP
 AE3413  Y           -  -4,846,786.004 (meters)                     COMP
 AE3413  Z           -   4,092,461.152 (meters)                     COMP
 AE3413  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AE3413  ELLIP HEIGHT-         270.30  (meters)          (10/07/05) GPS OBS
 AE3413  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AE3413
 AE3413  HORZ ORDER  -  FIRST
 AE3413  ELLP ORDER  -  THIRD     CLASS I
 AE3413
 AE3413.The horizontal coordinates were established by GPS observations
 AE3413.and adjusted by the National Geodetic Survey in October 1997..
 AE3413
 AE3413.The orthometric height was determined by GPS observations and a
 AE3413.high-resolution geoid model.
 AE3413
 AE3413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3413
 AE3413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3413
 AE3413.The ellipsoidal height was determined by GPS observations
 AE3413.and is referenced to NAD 83.
 AE3413
 AE3413.The geoid height was determined by GEOID03.
 AE3413
 AE3413;                    North         East     Units Scale Factor Converg.
 AE3413;SPC OH N     -    55,966.421   538,317.931   MT  1.00006131   -0 28 32.4
 AE3413;UTM  17      - 4,448,813.375   310,613.018   MT  1.00004155   -1 26 06.1
 AE3413
 AE3413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3413!SPC OH N     -   0.99995760  x   1.00006131  =   1.00001891
 AE3413!UTM  17      -   0.99995760  x   1.00004155  =   0.99999915
 AE3413
 AE3413|---------------------------------------------------------------------|
 AE3413| PID    Reference Object                     Distance      Geod. Az  |
 AE3413|                                                           dddmmss.s |
 AE3413| AE3381 14 6                                378.820 METERS 21716     |
 AE3413|---------------------------------------------------------------------|
 AE3413
 AE3413                          SUPERSEDED SURVEY CONTROL
 AE3413
 AE3413  ELLIP H (10/02/97)  270.34   (m)                       GP(       ) 3 1
 AE3413
 AE3413.Superseded values are not recommended for survey control.
 AE3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3413.See file dsdata.txt to determine how the superseded data were derived.
 AE3413
 AE3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1061348813(NAD 83)
 AE3413_MARKER: DD = SURVEY DISK
 AE3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3413_STAMPING: TWP 14 STATION 6A
 AE3413_MARK LOGO: OH-159
 AE3413_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3413+STABILITY: SURFACE MOTION
 AE3413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3413+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3413
 AE3413  HISTORY     - Date     Condition        Report By
 AE3413  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3413
 AE3413                          STATION DESCRIPTION
 AE3413
 AE3413'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3413'6.4 KM (3.95 MI) NORTHEAST OF PLAIN CITY, 14.5 KM (9.00 MI) SOUTHEAST
 AE3413'OF MARYSVILLE.  FROM THE INTERSECTION OF STATE HIGHWAY 33 AND STATE
 AE3413'HIGHWAY 42, PROCEED NORTHEAST ON STATE HIGHWAY 42 0.8 KM (0.50 MI) TO
 AE3413'THE STATION ON THE RIGHT.  MARKER IS 7.3 M (24.0 FT) SOUTH OF THE
 AE3413'CENTERLINE OF STATE HIGHWAY 42 AND 64 M (210.0 FT) SOUTHWEST OF THE
 AE3413'DRIVE TO RESIDENCE NO.  10900.  CONTROL POINT IS FLUSH WITH THE
 AE3413'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3406 ***********************************************************************
 AE3406  DESIGNATION -  14 7
 AE3406  PID         -  AE3406
 AE3406  STATE/COUNTY-  OH/UNION
 AE3406  USGS QUAD   -  SHAWNEE HILLS (1980)
 AE3406
 AE3406                         *CURRENT SURVEY CONTROL
 AE3406  ___________________________________________________________________
 AE3406* NAD 83(1995)-  40 10 26.51795(N)    083 10 49.70629(W)     ADJUSTED  
 AE3406* NAVD 88     -       296.0    (meters)     971.     (feet)  GPS OBS   
 AE3406  ___________________________________________________________________
 AE3406  X           -     579,517.854 (meters)                     COMP
 AE3406  Y           -  -4,845,935.641 (meters)                     COMP
 AE3406  Z           -   4,092,938.977 (meters)                     COMP
 AE3406  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 AE3406  ELLIP HEIGHT-         262.41  (meters)          (10/07/05) GPS OBS
 AE3406  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AE3406
 AE3406  HORZ ORDER  -  FIRST
 AE3406  ELLP ORDER  -  THIRD     CLASS I
 AE3406
 AE3406.The horizontal coordinates were established by GPS observations
 AE3406.and adjusted by the National Geodetic Survey in October 1997..
 AE3406
 AE3406.The orthometric height was determined by GPS observations and a
 AE3406.high-resolution geoid model.
 AE3406
 AE3406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3406
 AE3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3406
 AE3406.The ellipsoidal height was determined by GPS observations
 AE3406.and is referenced to NAD 83.
 AE3406
 AE3406.The geoid height was determined by GEOID03.
 AE3406
 AE3406;                    North         East     Units Scale Factor Converg.
 AE3406;SPC OH N     -    56,568.496   542,036.614   MT  1.00005977   -0 26 49.3
 AE3406;UTM  17      - 4,449,353.068   314,341.161   MT  1.00002434   -1 24 25.4
 AE3406
 AE3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3406!SPC OH N     -   0.99995884  x   1.00005977  =   1.00001860
 AE3406!UTM  17      -   0.99995884  x   1.00002434  =   0.99998318
 AE3406
 AE3406|---------------------------------------------------------------------|
 AE3406| PID    Reference Object                     Distance      Geod. Az  |
 AE3406|                                                           dddmmss.s |
 AE3406| AE3402 14 7 AZ MK                          287.692 METERS 08455     |
 AE3406|---------------------------------------------------------------------|
 AE3406
 AE3406                          SUPERSEDED SURVEY CONTROL
 AE3406
 AE3406  ELLIP H (10/02/97)  262.45   (m)                       GP(       ) 3 1
 AE3406
 AE3406.Superseded values are not recommended for survey control.
 AE3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3406.See file dsdata.txt to determine how the superseded data were derived.
 AE3406
 AE3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1434149353(NAD 83)
 AE3406_MARKER: DD = SURVEY DISK
 AE3406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3406_STAMPING: TWP 14 STATION 7
 AE3406_MARK LOGO: OH-159
 AE3406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3406+STABILITY: SURFACE MOTION
 AE3406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3406+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3406
 AE3406  HISTORY     - Date     Condition        Report By
 AE3406  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3406
 AE3406                          STATION DESCRIPTION
 AE3406
 AE3406'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3406'10.5 KM (6.50 MI) NORTHEAST OF PLAIN CITY, 17.7 KM (11.00 MI)
 AE3406'SOUTHEAST OF MARYSVILLE.  FROM THE INTERSECTION/INTERCHANGE OF STATE
 AE3406'HIGHWAY 33 AND STATE HIGHWAY 42, PROCEED NORTHEAST ON STATE HIGHWAY 42
 AE3406'FOR 1.7 KM (1.05 MI) TO THE INTERSECTION OF STATE HIGHWAY 42 AND
 AE3406'CO.RD.19 (BELL RD.) AND CO.RD.17 (WELLS RD) .  TURN RIGHT AND PROCEED
 AE3406'SOUTH THEN EAST ON CO.RD.17 (WELLS RD) FOR 3.7 KM (2.30 MI) TO THE
 AE3406'STATION ON THE RIGHT.  MARKER IS EAST OF DRIVE TO RESIDENCE NO. 7510,
 AE3406'9.1 M (29.9 FT) SOUTH OF THE CENTERLINE OF WELL RD.  AND 14.6 M (47.9
 AE3406'FT) EAST OF A POWER POLE.  CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3402 ***********************************************************************
 AE3402  DESIGNATION -  14 7 AZ MK
 AE3402  PID         -  AE3402
 AE3402  STATE/COUNTY-  OH/UNION
 AE3402  USGS QUAD   -  SHAWNEE HILLS (1980)
 AE3402
 AE3402                         *CURRENT SURVEY CONTROL
 AE3402  ___________________________________________________________________
 AE3402* NAD 83(1995)-  40 10 27.34317(N)    083 10 37.59463(W)     ADJUSTED  
 AE3402* NAVD 88     -       294.4    (meters)     966.     (feet)  GPS OBS   
 AE3402  ___________________________________________________________________
 AE3402  X           -     579,800.309 (meters)                     COMP
 AE3402  Y           -  -4,845,884.116 (meters)                     COMP
 AE3402  Z           -   4,092,957.420 (meters)                     COMP
 AE3402  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AE3402  ELLIP HEIGHT-         260.85  (meters)          (10/07/05) GPS OBS
 AE3402  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AE3402
 AE3402  HORZ ORDER  -  FIRST
 AE3402  ELLP ORDER  -  THIRD     CLASS I
 AE3402
 AE3402.The horizontal coordinates were established by GPS observations
 AE3402.and adjusted by the National Geodetic Survey in October 1997..
 AE3402
 AE3402.The orthometric height was determined by GPS observations and a
 AE3402.high-resolution geoid model.
 AE3402
 AE3402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3402
 AE3402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3402
 AE3402.The ellipsoidal height was determined by GPS observations
 AE3402.and is referenced to NAD 83.
 AE3402
 AE3402.The geoid height was determined by GEOID03.
 AE3402
 AE3402;                    North         East     Units Scale Factor Converg.
 AE3402;SPC OH N     -    56,591.720   542,323.385   MT  1.00005971   -0 26 41.4
 AE3402;UTM  17      - 4,449,371.482   314,628.270   MT  1.00002302   -1 24 17.6
 AE3402
 AE3402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3402!SPC OH N     -   0.99995908  x   1.00005971  =   1.00001879
 AE3402!UTM  17      -   0.99995908  x   1.00002302  =   0.99998210
 AE3402
 AE3402|---------------------------------------------------------------------|
 AE3402| PID    Reference Object                     Distance      Geod. Az  |
 AE3402|                                                           dddmmss.s |
 AE3402| AE3406 14 7                                287.692 METERS 26456     |
 AE3402|---------------------------------------------------------------------|
 AE3402
 AE3402                          SUPERSEDED SURVEY CONTROL
 AE3402
 AE3402  ELLIP H (10/02/97)  260.90   (m)                       GP(       ) 3 1
 AE3402
 AE3402.Superseded values are not recommended for survey control.
 AE3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3402.See file dsdata.txt to determine how the superseded data were derived.
 AE3402
 AE3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1462849371(NAD 83)
 AE3402_MARKER: DD = SURVEY DISK
 AE3402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3402_STAMPING: TWP 14 STATION 7A
 AE3402_MARK LOGO: OH-159
 AE3402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3402+STABILITY: SURFACE MOTION
 AE3402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3402+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3402
 AE3402  HISTORY     - Date     Condition        Report By
 AE3402  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3402
 AE3402                          STATION DESCRIPTION
 AE3402
 AE3402'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3402'10.5 KM (6.50 MI) NORTHEAST OF PLAIN CITY, 17.7 KM (11.00 MI)
 AE3402'SOUTHEAST OF MARYSVILLE.  FROM THE INTERSECTION/INTERCHANGE OF STATE
 AE3402'HIGHWAY 33 AND STATE HIGHWAY 42, PROCEED NORTHEAST ON STATE HIGHWAY 42
 AE3402'FOR 1.7 KM (1.05 MI) TO THE INTERSECTION OF STATE HIGHWAY 42 AND
 AE3402'COUNTY RD.19 (BELL RD.) AND COUNTY RD.17 (WELLS RD) .  TURN RIGHT AND
 AE3402'PROCEED SOUTH THEN EAST ON CO.RD.  17 (WELLS RD) FOR 4.0 KM (2.50 MI)
 AE3402'TO THE T INTERSECTION OF WELLS RD.  AND CO.RD.  11 (JEROME RD) AND THE
 AE3402'STATION IN THE SOUTHWEST CORNER OF THE INTERSECTION.  MARKER IS 15.2 M
 AE3402'(49.9 FT) SOUTH OF THE CENTERLINE OF WELLS RD., 11.0 M (36.1 FT) WEST
 AE3402'OF THE CENTERLINE OF JEROME RD.  AND 11.3 M (37.1 FT) SOUTHEAST OF A
 AE3402'POWERPOLE.  CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3379 ***********************************************************************
 AE3379  DESIGNATION -  14 8
 AE3379  PID         -  AE3379
 AE3379  STATE/COUNTY-  OH/UNION
 AE3379  USGS QUAD   -  MARYSVILLE (1973)
 AE3379
 AE3379                         *CURRENT SURVEY CONTROL
 AE3379  ___________________________________________________________________
 AE3379* NAD 83(1995)-  40 11 07.01962(N)    083 16 50.48448(W)     ADJUSTED  
 AE3379* NAVD 88     -       298.1    (meters)     978.     (feet)  GPS OBS   
 AE3379  ___________________________________________________________________
 AE3379  X           -     570,946.823 (meters)                     COMP
 AE3379  Y           -  -4,846,143.034 (meters)                     COMP
 AE3379  Z           -   4,093,894.866 (meters)                     COMP
 AE3379  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AE3379  ELLIP HEIGHT-         264.59  (meters)          (10/07/05) GPS OBS
 AE3379  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AE3379
 AE3379  HORZ ORDER  -  FIRST
 AE3379  ELLP ORDER  -  THIRD     CLASS I
 AE3379
 AE3379.The horizontal coordinates were established by GPS observations
 AE3379.and adjusted by the National Geodetic Survey in October 1997..
 AE3379
 AE3379.The orthometric height was determined by GPS observations and a
 AE3379.high-resolution geoid model.
 AE3379
 AE3379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3379
 AE3379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3379
 AE3379.The ellipsoidal height was determined by GPS observations
 AE3379.and is referenced to NAD 83.
 AE3379
 AE3379.The geoid height was determined by GEOID03.
 AE3379
 AE3379;                    North         East     Units Scale Factor Converg.
 AE3379;SPC OH N     -    57,889.258   533,511.507   MT  1.00005676   -0 30 46.3
 AE3379;UTM  17      - 4,450,816.399   305,839.490   MT  1.00006409   -1 28 19.6
 AE3379
 AE3379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3379!SPC OH N     -   0.99995849  x   1.00005676  =   1.00001525
 AE3379!UTM  17      -   0.99995849  x   1.00006409  =   1.00002258
 AE3379
 AE3379|---------------------------------------------------------------------|
 AE3379| PID    Reference Object                     Distance      Geod. Az  |
 AE3379|                                                           dddmmss.s |
 AE3379| AE3393 14 8 AZ MK                          283.494 METERS 30959     |
 AE3379|---------------------------------------------------------------------|
 AE3379
 AE3379                          SUPERSEDED SURVEY CONTROL
 AE3379
 AE3379  ELLIP H (10/02/97)  264.63   (m)                       GP(       ) 3 1
 AE3379
 AE3379.Superseded values are not recommended for survey control.
 AE3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3379.See file dsdata.txt to determine how the superseded data were derived.
 AE3379
 AE3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0583950816(NAD 83)
 AE3379_MARKER: DD = SURVEY DISK
 AE3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3379_STAMPING: TWP 14 STATION 8
 AE3379_MARK LOGO: OH-159
 AE3379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3379+STABILITY: SURFACE MOTION
 AE3379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3379+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3379
 AE3379  HISTORY     - Date     Condition        Report By
 AE3379  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3379
 AE3379                          STATION DESCRIPTION
 AE3379
 AE3379'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3379'8.9 KM (5.55 MI) NORTH OF PLAIN CITY, 9.7 KM (6.00 MI) SOUTHEAST OF
 AE3379'MARYSVILLE.  FROM THE INTERCHANGE OF STATE HIGHWAYS 33 AND 42, PROCEED
 AE3379'SOUTHWEST ON RT.  42 0.8 KM (0.50 MI) TO THE INTERSECTION OF COUNTY
 AE3379'ROAD 1 (INDUSTRIAL PKWY) .  TURN NORTHWEST ON CO.RD.1 AND PROCEED 4.8
 AE3379'KM (3.00 MI) TO STATION ON RIGHT.  MARKER IS 8.5 M (27.9 FT) NORTHEAST
 AE3379'OF THE CENTERLINE OF INDUSTRIAL PKWY., 38.9M SOUTHEAST OF A UTILITY
 AE3379'POLE AND 53.2M NORTHWEST OF A UTILITY POLE. THE CONTROL POINT IS FLUSH
 AE3379'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3393 ***********************************************************************
 AE3393  DESIGNATION -  14 8 AZ MK
 AE3393  PID         -  AE3393
 AE3393  STATE/COUNTY-  OH/UNION
 AE3393  USGS QUAD   -  MARYSVILLE (1973)
 AE3393
 AE3393                         *CURRENT SURVEY CONTROL
 AE3393  ___________________________________________________________________
 AE3393* NAD 83(1995)-  40 11 12.92593(N)    083 16 59.66661(W)     ADJUSTED  
 AE3393* NAVD 88     -       298.2    (meters)     978.     (feet)  GPS OBS   
 AE3393  ___________________________________________________________________
 AE3393  X           -     570,717.352 (meters)                     COMP
 AE3393  Y           -  -4,846,051.795 (meters)                     COMP
 AE3393  Z           -   4,094,034.128 (meters)                     COMP
 AE3393  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AE3393  ELLIP HEIGHT-         264.72  (meters)          (10/07/05) GPS OBS
 AE3393  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AE3393
 AE3393  HORZ ORDER  -  FIRST
 AE3393  ELLP ORDER  -  THIRD     CLASS I
 AE3393
 AE3393.The horizontal coordinates were established by GPS observations
 AE3393.and adjusted by the National Geodetic Survey in October 1997..
 AE3393
 AE3393.The orthometric height was determined by GPS observations and a
 AE3393.high-resolution geoid model.
 AE3393
 AE3393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3393
 AE3393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3393
 AE3393.The ellipsoidal height was determined by GPS observations
 AE3393.and is referenced to NAD 83.
 AE3393
 AE3393.The geoid height was determined by GEOID03.
 AE3393
 AE3393;                    North         East     Units Scale Factor Converg.
 AE3393;SPC OH N     -    58,073.382   533,295.925   MT  1.00005632   -0 30 52.4
 AE3393;UTM  17      - 4,451,004.108   305,627.019   MT  1.00006511   -1 28 25.7
 AE3393
 AE3393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3393!SPC OH N     -   0.99995847  x   1.00005632  =   1.00001479
 AE3393!UTM  17      -   0.99995847  x   1.00006511  =   1.00002358
 AE3393
 AE3393|---------------------------------------------------------------------|
 AE3393| PID    Reference Object                     Distance      Geod. Az  |
 AE3393|                                                           dddmmss.s |
 AE3393| AE3379 14 8                                283.494 METERS 12959     |
 AE3393|---------------------------------------------------------------------|
 AE3393
 AE3393                          SUPERSEDED SURVEY CONTROL
 AE3393
 AE3393  ELLIP H (10/02/97)  264.77   (m)                       GP(       ) 3 1
 AE3393
 AE3393.Superseded values are not recommended for survey control.
 AE3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3393.See file dsdata.txt to determine how the superseded data were derived.
 AE3393
 AE3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0562751004(NAD 83)
 AE3393_MARKER: DD = SURVEY DISK
 AE3393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3393_STAMPING: TWP 14 STATION 8A
 AE3393_MARK LOGO: OH-159
 AE3393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3393+STABILITY: SURFACE MOTION
 AE3393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3393+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3393
 AE3393  HISTORY     - Date     Condition        Report By
 AE3393  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3393
 AE3393                          STATION DESCRIPTION
 AE3393
 AE3393'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3393'8.9 KM (5.55 MI) NORTH OF PLAIN CITY, 9.7 KM (6.00 MI) SOUTHEAST OF
 AE3393'MARYSVILLE.  FROM THE INTERCHANGEOF STATE HIGHWAY 33 AND STATE HIGHWAY
 AE3393'42, PROCEED SOUTHEAST ON STATE HIGHWAY 42 0.8 KM (0.50 MI) TO THE
 AE3393'INTERSECTION OF COUNTY ROAD 1 (INDUSTRIAL PKWY.) TURN NORTHWEST ON
 AE3393'CO.RD.  1 AND PROCEED 5.1 KM (3.15 MI) TO THE STATION OF THE RIGHT.
 AE3393'MARKER IS NORTH OF CROTINGER RD., 8.8 M (28.9 FT) EAST OF THE
 AE3393'CENTERLINE OF CO.RD.  1, 38.9 M (127.6 FT) SOUTHEAST OF A POWER POLE
 AE3393'AND 53.2 M (174.5 FT) NORTHWEST OF A POWER POLE.  CONTROL POINT IS
 AE3393'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2016 ***********************************************************************
 AJ2016  DESIGNATION -  14 9
 AJ2016  PID         -  AJ2016
 AJ2016  STATE/COUNTY-  OH/UNION
 AJ2016  USGS QUAD   -  MARYSVILLE (1973)
 AJ2016
 AJ2016                         *CURRENT SURVEY CONTROL
 AJ2016  ___________________________________________________________________
 AJ2016* NAD 83(1995)-  40 11 01.02978(N)    083 15 59.99074(W)     ADJUSTED  
 AJ2016* NAVD 88     -       296.7    (meters)     973.     (feet)  GPS OBS   
 AJ2016  ___________________________________________________________________
 AJ2016  X           -     572,146.995 (meters)                     COMP
 AJ2016  Y           -  -4,846,120.436 (meters)                     COMP
 AJ2016  Z           -   4,093,752.800 (meters)                     COMP
 AJ2016  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AJ2016  ELLIP HEIGHT-         263.17  (meters)          (10/07/05) GPS OBS
 AJ2016  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AJ2016
 AJ2016  HORZ ORDER  -  FIRST
 AJ2016  ELLP ORDER  -  THIRD     CLASS I
 AJ2016
 AJ2016.The horizontal coordinates were established by GPS observations
 AJ2016.and adjusted by the National Geodetic Survey in March 2001..
 AJ2016
 AJ2016.The orthometric height was determined by GPS observations and a
 AJ2016.high-resolution geoid model.
 AJ2016
 AJ2016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2016
 AJ2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2016
 AJ2016.The ellipsoidal height was determined by GPS observations
 AJ2016.and is referenced to NAD 83.
 AJ2016
 AJ2016.The geoid height was determined by GEOID03.
 AJ2016
 AJ2016;                    North         East     Units Scale Factor Converg.
 AJ2016;SPC OH N     -    57,693.907   534,704.398   MT  1.00005720   -0 30 13.2
 AJ2016;UTM  17      - 4,450,601.104   307,028.949   MT  1.00005842   -1 27 46.8
 AJ2016
 AJ2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2016!SPC OH N     -   0.99995872  x   1.00005720  =   1.00001591
 AJ2016!UTM  17      -   0.99995872  x   1.00005842  =   1.00001713
 AJ2016
 AJ2016|---------------------------------------------------------------------|
 AJ2016| PID    Reference Object                     Distance      Geod. Az  |
 AJ2016|                                                           dddmmss.s |
 AJ2016| AJ2041 14 9 AZ MK                          381.724 METERS 23938     |
 AJ2016|---------------------------------------------------------------------|
 AJ2016
 AJ2016                          SUPERSEDED SURVEY CONTROL
 AJ2016
 AJ2016  ELLIP H (03/16/01)  263.21   (m)                       GP(       ) 3 1
 AJ2016
 AJ2016.Superseded values are not recommended for survey control.
 AJ2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2016.See file dsdata.txt to determine how the superseded data were derived.
 AJ2016
 AJ2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0702950601(NAD 83)
 AJ2016_MARKER: DD = SURVEY DISK
 AJ2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2016_STAMPING: TWP 14 STATION 9
 AJ2016_MARK LOGO: WOOLPT
 AJ2016_PROJECTION: FLUSH
 AJ2016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2016+STABILITY: SURFACE MOTION
 AJ2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2016+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2016
 AJ2016  HISTORY     - Date     Condition        Report By
 AJ2016  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2016
 AJ2016                          STATION DESCRIPTION
 AJ2016
 AJ2016'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2016'THE STATION IS LOCATED APPROXIMATELY 9.98 KM (6.2 MI) SOUTHEAST OF
 AJ2016'MARYSVILLE, 8.53 KM (5.3 MI) NORTH OF PLAIN CITY, AND 42.34 KM (26.3
 AJ2016'MI)
 AJ2016'EAST-NORTHEAST OF URBANA.
 AJ2016'TO REACH THE  STATION FROM THE  JUNCTION OF US ROUTES 33 AND 42 ,
 AJ2016'PROCEED SOUTHWEST ON US ROUTE   42 FOR 0.81 KM (0.5 MI) TO THE
 AJ2016'INTERSECTION WITH INDUSTRIAL PARKWAY. TURN RIGHT AND PROCEED
 AJ2016'NORTHWEST ON INDUSTRIAL PARKWAY FOR  4.03 KM (2.5 MI) TO BEECHER
 AJ2016'GAMBLE ROAD. TURN RIGHT AND PROCEED EAST ON BEECHER  GAMBLE
 AJ2016'ROAD FOR 0.64 KM (0.4 MI) TO THE STATION ON THE  RIGHT.
 AJ2016'THE   STATION  IS 95.0 M (311.6 FT) SOUTHWEST OF THE EDGE OF A GRAVEL
 AJ2016'DRIVE,  21.2 M  (69.54 FT) SOUTHEAST OF A POWER POLE,  AND 6.7 M
 AJ2016'(21.98
 AJ2016'FT)   SOUTHEAST  OF THE EDGE OF PAVEMENT OF BEECHER GAMBLE ROAD.
 AJ2016'THE STATION IS A BRASS UNION COUNTY GPS DISK STAMPED--TWP 14
 AJ2016'STATION  9--  SET IN THE TOP  OF A 12 INCH DIAMETER CONCRETE
 AJ2016'MONUMENT WITH AN IMBEDDED REBAR. THE  STATION IS SET FLUSH WITH
 AJ2016'THE GROUND.
 AJ2016'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2041 ***********************************************************************
 AJ2041  DESIGNATION -  14 9 AZ MK
 AJ2041  PID         -  AJ2041
 AJ2041  STATE/COUNTY-  OH/UNION
 AJ2041  USGS QUAD   -  MARYSVILLE (1973)
 AJ2041
 AJ2041                         *CURRENT SURVEY CONTROL
 AJ2041  ___________________________________________________________________
 AJ2041* NAD 83(1995)-  40 10 54.77341(N)    083 16 13.91276(W)     ADJUSTED  
 AJ2041* NAVD 88     -       295.8    (meters)     970.     (feet)  GPS OBS   
 AJ2041  ___________________________________________________________________
 AJ2041  X           -     571,834.411 (meters)                     COMP
 AJ2041  Y           -  -4,846,282.018 (meters)                     COMP
 AJ2041  Z           -   4,093,604.785 (meters)                     COMP
 AJ2041  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AJ2041  ELLIP HEIGHT-         262.27  (meters)          (10/07/05) GPS OBS
 AJ2041  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AJ2041
 AJ2041  HORZ ORDER  -  FIRST
 AJ2041  ELLP ORDER  -  THIRD     CLASS I
 AJ2041
 AJ2041.The horizontal coordinates were established by GPS observations
 AJ2041.and adjusted by the National Geodetic Survey in March 2001..
 AJ2041
 AJ2041.The orthometric height was determined by GPS observations and a
 AJ2041.high-resolution geoid model.
 AJ2041
 AJ2041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2041
 AJ2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2041
 AJ2041.The ellipsoidal height was determined by GPS observations
 AJ2041.and is referenced to NAD 83.
 AJ2041
 AJ2041.The geoid height was determined by GEOID03.
 AJ2041
 AJ2041;                    North         East     Units Scale Factor Converg.
 AJ2041;SPC OH N     -    57,503.835   534,373.336   MT  1.00005766   -0 30 22.3
 AJ2041;UTM  17      - 4,450,416.601   306,694.750   MT  1.00006001   -1 27 55.6
 AJ2041
 AJ2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2041!SPC OH N     -   0.99995886  x   1.00005766  =   1.00001652
 AJ2041!UTM  17      -   0.99995886  x   1.00006001  =   1.00001887
 AJ2041
 AJ2041|---------------------------------------------------------------------|
 AJ2041| PID    Reference Object                     Distance      Geod. Az  |
 AJ2041|                                                           dddmmss.s |
 AJ2041| AJ2016 14 9                                381.724 METERS 05938     |
 AJ2041|---------------------------------------------------------------------|
 AJ2041
 AJ2041                          SUPERSEDED SURVEY CONTROL
 AJ2041
 AJ2041  ELLIP H (03/16/01)  262.31   (m)                       GP(       ) 3 1
 AJ2041
 AJ2041.Superseded values are not recommended for survey control.
 AJ2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2041.See file dsdata.txt to determine how the superseded data were derived.
 AJ2041
 AJ2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0669550417(NAD 83)
 AJ2041_MARKER: DD = SURVEY DISK
 AJ2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2041_STAMPING: TWP 14 STATION 9 A
 AJ2041_MARK LOGO: WOOLPT
 AJ2041_PROJECTION: RECESSED 6 CENTIMETERS
 AJ2041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2041+STABILITY: SURFACE MOTION
 AJ2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2041+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2041
 AJ2041  HISTORY     - Date     Condition        Report By
 AJ2041  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2041
 AJ2041                          STATION DESCRIPTION
 AJ2041
 AJ2041'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2041'THE STATION IS LOCATED APPROXIMATELY 9.98 KM (6.2 MI) SOUTHEAST OF
 AJ2041'MARYSVILLE, 8.53 KM (5.3 MI) NORTH OF PLAIN CITY AND 42.34 KM (26.3
 AJ2041'MI)
 AJ2041'EAST-NORTHEAST OF URBANA.
 AJ2041'TO REACH THE  STATION FROM THE JUNCTION OF US ROUTES 33 AND 42 ,
 AJ2041'PROCEED SOUTHWEST ON US ROUTE 42 FOR 0.82 KM (0.5 MI) TO THE
 AJ2041'INTERSECTION WITH INDUSTRIAL PARKWAY.  TURN  RIGHT AND PROCEED
 AJ2041'NORTHWEST ON INDUSTRIAL PARKWAY FOR  4.03 KM (2.5 MI) TO BEECHER
 AJ2041'GAMBLE ROAD. TURN RIGHT AND PROCEED EAST ON BEECHER GAMBLE
 AJ2041'ROAD FOR 0.16 KM (0.1 MI) TOTHE STATION ON THE RIGHT.
 AJ2041'THE STATION  IS 53.15 M (174.33 FT) EAST OF TELEPHONE PEDESTAL NUMBER
 AJ2041'096EY 6093, 16.50 M (54.12 FT) SOUTH OF THE FOURTH UTILITY POLE EAST
 AJ2041'OF
 AJ2041'INDUSTRIAL PARKWAY,  AND 7.67 M (25.16 FT) SOUTH EAST OF BEECHER
 AJ2041'GAMBLE ROAD. THE STATION IS  A BRASS UNION COUNTY GPS DISK
 AJ2041'STAMPED--TWP 14 STATION  9-A--  SET IN THE TOP OF A 12 INCH DIAMETER
 AJ2041'CONCRETE MONUMENT WITH AN IMBEDDED REBAR. THE  STATION IS
 AJ2041'RECESSED 6 CM.
 AJ2041'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3160 ***********************************************************************
 MB3160  DESIGNATION -  14 D
 MB3160  PID         -  MB3160
 MB3160  STATE/COUNTY-  OH/CUYAHOGA
 MB3160  USGS QUAD   -  TWINSBURG (1984)
 MB3160
 MB3160                         *CURRENT SURVEY CONTROL
 MB3160  ___________________________________________________________________
 MB3160* NAD 83(1995)-  41 21 27.41946(N)    081 29 20.32936(W)     ADJUSTED  
 MB3160* NAVD 88     -       319.0    (meters)    1047.     (feet)  VERTCON   
 MB3160  ___________________________________________________________________
 MB3160  X           -     709,607.233 (meters)                     COMP
 MB3160  Y           -  -4,741,854.088 (meters)                     COMP
 MB3160  Z           -   4,192,504.079 (meters)                     COMP
 MB3160  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 MB3160  ELLIP HEIGHT-         285.10  (meters)          (10/07/05) GPS OBS
 MB3160  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB3160
 MB3160  HORZ ORDER  -  SECOND
 MB3160  ELLP ORDER  -  FOURTH    CLASS I
 MB3160
 MB3160.The horizontal coordinates were established by GPS observations
 MB3160.and adjusted by the National Geodetic Survey in April 1998..
 MB3160
 MB3160.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3160
 MB3160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3160
 MB3160.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3160
 MB3160.The ellipsoidal height was determined by GPS observations
 MB3160.and is referenced to NAD 83.
 MB3160
 MB3160.The geoid height was determined by GEOID03.
 MB3160
 MB3160;                    North         East     Units Scale Factor Converg.
 MB3160;SPC OH N     -   188,265.089   684,594.938   MT  0.99995191   +0 39 51.1
 MB3160;UTM  17      - 4,578,572.448   459,099.015   MT  0.99962059   -0 19 23.2
 MB3160
 MB3160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3160!SPC OH N     -   0.99995528  x   0.99995191  =   0.99990720
 MB3160!UTM  17      -   0.99995528  x   0.99962059  =   0.99957589
 MB3160
 MB3160                          SUPERSEDED SURVEY CONTROL
 MB3160
 MB3160  ELLIP H (04/01/98)  285.13   (m)                       GP(       ) 4 1
 MB3160  NAD 83(1986)-  41 21 27.42996(N)    081 29 20.32983(W) AD(       ) 2
 MB3160  NGVD 29 (11/06/91)  319.2    (m)         1047.     (f) GPS OBS        
 MB3160
 MB3160.Superseded values are not recommended for survey control.
 MB3160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3160.See file dsdata.txt to determine how the superseded data were derived.
 MB3160
 MB3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5909978572(NAD 83)
 MB3160_MARKER: I = METAL ROD
 MB3160_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3160_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3160_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3160+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3160
 MB3160  HISTORY     - Date     Condition        Report By
 MB3160  HISTORY     - UNK      MONUMENTED
 MB3160  HISTORY     - 19900326 GOOD             AEROS
 MB3160
 MB3160                          STATION DESCRIPTION
 MB3160
 MB3160'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3160'STATION IS LOCATED ABOUT 2.26 KM (1.40 MI) EAST OF INTERSTATE 271,
 MB3160'0.81 KM (0.50 MI) NORTH OF THE SUMMIT COUNTY LINE, IN THE VILLAGE OF
 MB3160'OAKWOOD, AT THE INTERSECTION OF PETTIBONE ROAD AND RICHMOND ROAD.
 MB3160'TO REACH FROM THE INTERSECTION OF INTERSTATE 271--480 AND BROADWAY
 MB3160'STREET, GO SOUTHWEST FOR 1.94 KM (1.20 MI) ON BROADWAY TO PETTIBONE
 MB3160'ROAD. TURN LEFT AND GO SOUTH FOR .97 KM (0.60 MI) ON PETTIBONE ROAD TO
 MB3160'RICHMOND ROAD AND THE STATION.
 MB3160'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 17 CM BELOW THE ROAD
 MB3160'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3160'CENTERLINE--CENTERLINE OF THE INTERSECTION, 9.79 M (32.1 FT) SOUTHEAST
 MB3160'OF THE OM MONUMENT AT THE NORTHWEST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3161 ***********************************************************************
 MB3161  DESIGNATION -  14 F
 MB3161  PID         -  MB3161
 MB3161  STATE/COUNTY-  OH/CUYAHOGA
 MB3161  USGS QUAD   -  CHAGRIN FALLS (1984)
 MB3161
 MB3161                         *CURRENT SURVEY CONTROL
 MB3161  ___________________________________________________________________
 MB3161* NAD 83(1995)-  41 23 13.80157(N)    081 28 08.71543(W)     ADJUSTED  
 MB3161* NAVD 88     -       324.8    (meters)    1066.     (feet)  VERTCON   
 MB3161  ___________________________________________________________________
 MB3161  X           -     710,932.376 (meters)                     COMP
 MB3161  Y           -  -4,739,466.414 (meters)                     COMP
 MB3161  Z           -   4,194,970.841 (meters)                     COMP
 MB3161  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 MB3161  ELLIP HEIGHT-         290.85  (meters)          (10/07/05) GPS OBS
 MB3161  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB3161
 MB3161  HORZ ORDER  -  SECOND
 MB3161  ELLP ORDER  -  FOURTH    CLASS I
 MB3161
 MB3161.The horizontal coordinates were established by GPS observations
 MB3161.and adjusted by the National Geodetic Survey in April 1998..
 MB3161
 MB3161.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3161
 MB3161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3161
 MB3161.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3161
 MB3161.The ellipsoidal height was determined by GPS observations
 MB3161.and is referenced to NAD 83.
 MB3161
 MB3161.The geoid height was determined by GEOID03.
 MB3161
 MB3161;                    North         East     Units Scale Factor Converg.
 MB3161;SPC OH N     -   191,566.112   686,220.555   MT  0.99995465   +0 40 38.1
 MB3161;UTM  17      - 4,581,843.878   460,780.712   MT  0.99961893   -0 18 36.5
 MB3161
 MB3161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3161!SPC OH N     -   0.99995438  x   0.99995465  =   0.99990903
 MB3161!UTM  17      -   0.99995438  x   0.99961893  =   0.99957333
 MB3161
 MB3161                          SUPERSEDED SURVEY CONTROL
 MB3161
 MB3161  ELLIP H (04/01/98)  290.89   (m)                       GP(       ) 4 1
 MB3161  NAD 83(1986)-  41 23 13.81205(N)    081 28 08.71593(W) AD(       ) 2
 MB3161  NGVD 29 (11/06/91)  325.0    (m)         1066.     (f) GPS OBS        
 MB3161
 MB3161.Superseded values are not recommended for survey control.
 MB3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3161.See file dsdata.txt to determine how the superseded data were derived.
 MB3161
 MB3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6078181844(NAD 83)
 MB3161_MARKER: I = METAL ROD
 MB3161_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3161_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3161_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3161+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1990
 MB3161
 MB3161  HISTORY     - Date     Condition        Report By
 MB3161  HISTORY     - UNK      MONUMENTED
 MB3161  HISTORY     - 19900413 GOOD             AEROS
 MB3161
 MB3161                          STATION DESCRIPTION
 MB3161
 MB3161'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3161'THE STATION IS LOCATED IN THE CITY OF SOLON, 4.3 KM (2.65 MI) EAST OF
 MB3161'THE SOLON CITY HALL, AT THE INTERSECTION OF SOLON AND COCHRAN ROADS.
 MB3161'TO REACH FROM THE INTERSECTION OF AURORA ROAD AND COCHRAN ROAD, GO
 MB3161'SOUTH FOR 1.2 KM (0.75 MI) ON COCHRAN ROAD TO ITS INTERSECTION WITH
 MB3161'SOLON ROAD AND THE STATION.
 MB3161'STATION IS A 2.5 CM DIAMETER IRON ROD RECESSED 12 CM BELOW THE ROAD
 MB3161'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3161'CENTERLINE--CENTERLINE OF THE INTERSECTION, 16.76 M (55.0 FT)
 MB3161'SOUTHEAST OF POWER POLE.692629, 17.9 M (58.7 FT) SOUTHWEST OF POWER
 MB3161'POLE.508773, 7.7 M (25.3 FT) NORTHWEST OF A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3162 ***********************************************************************
 MB3162  DESIGNATION -  14 H
 MB3162  PID         -  MB3162
 MB3162  STATE/COUNTY-  OH/CUYAHOGA
 MB3162  USGS QUAD   -  CHAGRIN FALLS (1984)
 MB3162
 MB3162                         *CURRENT SURVEY CONTROL
 MB3162  ___________________________________________________________________
 MB3162* NAD 83(1995)-  41 24 34.05736(N)    081 28 00.02992(W)     ADJUSTED  
 MB3162* NAVD 88     -       328.8    (meters)    1079.     (feet)  VERTCON   
 MB3162  ___________________________________________________________________
 MB3162  X           -     710,889.431 (meters)                     COMP
 MB3162  Y           -  -4,737,820.187 (meters)                     COMP
 MB3162  Z           -   4,196,830.840 (meters)                     COMP
 MB3162  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 MB3162  ELLIP HEIGHT-         294.85  (meters)          (10/07/05) GPS OBS
 MB3162  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 MB3162
 MB3162  HORZ ORDER  -  SECOND
 MB3162  ELLP ORDER  -  FOURTH    CLASS I
 MB3162
 MB3162.The horizontal coordinates were established by GPS observations
 MB3162.and adjusted by the National Geodetic Survey in April 1998..
 MB3162
 MB3162.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3162
 MB3162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3162
 MB3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3162
 MB3162.The ellipsoidal height was determined by GPS observations
 MB3162.and is referenced to NAD 83.
 MB3162
 MB3162.The geoid height was determined by GEOID03.
 MB3162
 MB3162;                    North         East     Units Scale Factor Converg.
 MB3162;SPC OH N     -   194,044.144   686,392.994   MT  0.99995689   +0 40 43.8
 MB3162;UTM  17      - 4,584,317.736   460,995.758   MT  0.99961872   -0 18 31.2
 MB3162
 MB3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3162!SPC OH N     -   0.99995375  x   0.99995689  =   0.99991065
 MB3162!UTM  17      -   0.99995375  x   0.99961872  =   0.99957249
 MB3162
 MB3162                          SUPERSEDED SURVEY CONTROL
 MB3162
 MB3162  ELLIP H (04/01/98)  294.88   (m)                       GP(       ) 4 1
 MB3162  NAD 83(1986)-  41 24 34.06789(N)    081 28 00.03035(W) AD(       ) 2
 MB3162  NGVD 29 (11/06/91)  329.0    (m)         1079.     (f) GPS OBS        
 MB3162
 MB3162.Superseded values are not recommended for survey control.
 MB3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3162.See file dsdata.txt to determine how the superseded data were derived.
 MB3162
 MB3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6099684318(NAD 83)
 MB3162_MARKER: I = METAL ROD
 MB3162_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3162_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3162_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3162+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1990
 MB3162
 MB3162  HISTORY     - Date     Condition        Report By
 MB3162  HISTORY     - UNK      MONUMENTED
 MB3162  HISTORY     - 19900413 GOOD             AEROS
 MB3162
 MB3162                          STATION DESCRIPTION
 MB3162
 MB3162'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3162'THE STATION IS LOCATED 0.8 KM (0.50 MI) NORTHEAST OF HIGHWAY 422, 3.23
 MB3162'KM (2.00 MI) EAST OF INTERSTATE 271, AT THE INTERSECTION OF NEW HARPER
 MB3162'AND CANNON ROADS.
 MB3162'TO REACH FROM THE JUNCTION OF HIGHWAY 422 ALT. AND NEW HARPER ROAD, GO
 MB3162'NORTH FOR 0.32 KM (0.20 MI) ON NEW HARPER ROAD TO ITS INTERSECTION
 MB3162'WITH CANNON ROAD AND THE STATION.
 MB3162'STATION IS A 2.5 CM DIAMETER IRON ROD RECESSED 15 CM BELOW THE ROAD
 MB3162'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3162'CENTERLINE--CENTERLINE OF THE INTERSECTION, 13.44 M (44.1 FT)
 MB3162'SOUTHWEST OF A TRAFFIC CONTROL BOX POLE, 14.23 M (46.7 FT) NORTHEAST
 MB3162'OF POLE.800737.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3163 ***********************************************************************
 MB3163  DESIGNATION -  14 M
 MB3163  PID         -  MB3163
 MB3163  STATE/COUNTY-  OH/CUYAHOGA
 MB3163  USGS QUAD   -  CHAGRIN FALLS (1984)
 MB3163
 MB3163                         *CURRENT SURVEY CONTROL
 MB3163  ___________________________________________________________________
 MB3163* NAD 83(1995)-  41 24 32.84301(N)    081 26 27.05619(W)     ADJUSTED  
 MB3163* NAVD 88     -       358.3    (meters)    1176.     (feet)  VERTCON   
 MB3163  ___________________________________________________________________
 MB3163  X           -     713,031.906 (meters)                     COMP
 MB3163  Y           -  -4,737,545.641 (meters)                     COMP
 MB3163  Z           -   4,196,822.240 (meters)                     COMP
 MB3163  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 MB3163  ELLIP HEIGHT-         324.33  (meters)          (10/07/05) GPS OBS
 MB3163  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB3163
 MB3163  HORZ ORDER  -  SECOND
 MB3163  ELLP ORDER  -  FOURTH    CLASS I
 MB3163
 MB3163.The horizontal coordinates were established by GPS observations
 MB3163.and adjusted by the National Geodetic Survey in April 1998..
 MB3163
 MB3163.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3163
 MB3163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3163
 MB3163.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3163
 MB3163.The ellipsoidal height was determined by GPS observations
 MB3163.and is referenced to NAD 83.
 MB3163
 MB3163.The geoid height was determined by GEOID03.
 MB3163
 MB3163;                    North         East     Units Scale Factor Converg.
 MB3163;SPC OH N     -   194,032.587   688,552.577   MT  0.99995686   +0 41 44.9
 MB3163;UTM  17      - 4,584,268.980   463,154.088   MT  0.99961671   -0 17 29.7
 MB3163
 MB3163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3163!SPC OH N     -   0.99994913  x   0.99995686  =   0.99990599
 MB3163!UTM  17      -   0.99994913  x   0.99961671  =   0.99956586
 MB3163
 MB3163                          SUPERSEDED SURVEY CONTROL
 MB3163
 MB3163  ELLIP H (04/01/98)  324.36   (m)                       GP(       ) 4 1
 MB3163  NAD 83(1986)-  41 24 32.85353(N)    081 26 27.05655(W) AD(       ) 2
 MB3163  NGVD 29 (11/06/91)  358.4    (m)         1176.     (f) GPS OBS        
 MB3163
 MB3163.Superseded values are not recommended for survey control.
 MB3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3163.See file dsdata.txt to determine how the superseded data were derived.
 MB3163
 MB3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6315484269(NAD 83)
 MB3163_MARKER: I = METAL ROD
 MB3163_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3163_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3163_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3163+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1990
 MB3163
 MB3163  HISTORY     - Date     Condition        Report By
 MB3163  HISTORY     - UNK      MONUMENTED
 MB3163  HISTORY     - 19900413 GOOD             AEROS
 MB3163
 MB3163                          STATION DESCRIPTION
 MB3163
 MB3163'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3163'THE STATION IS LOCATED IN THE CITY OF SOLON, 1.6 KM (1.00 MI) NORTH OF
 MB3163'HIGHWAY 422, 4 KM (2.50 MI) WEST OF THE CUYAHOGA--GEAUGA COUNTY LINE,
 MB3163'AT THE INTERSECTION OF S.O.M. CENTER ROAD AND CANNON ROAD.
 MB3163'TO REACH FROM THE JUNCTION OF HIGHWAY 422 AND S.O.M. CENTER ROAD, GO
 MB3163'NORTH FOR 1.62 KM (1.00 MI) ON S.O.M. CENTER ROAD TO ITS INTERSECTION
 MB3163'WITH CANNON ROAD AND THE STATION.
 MB3163'STATION IS A 3 CM SQUARE IRON ROD RECESSED 45 CM BELOW THE ROAD
 MB3163'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3163'CENTERLINE--CENTERLINE OF THE INTERSECTION, 14.84 M (48.7 FT)
 MB3163'SOUTHEAST OF A POWER POLE, 6.4 M (21.0 FT) SOUTHEAST OF A SEWER
 MB3163'MANHOLE, 12.8 M (42.0 FT) NORTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3164 ***********************************************************************
 MB3164  DESIGNATION -  14 P
 MB3164  PID         -  MB3164
 MB3164  STATE/COUNTY-  OH/CUYAHOGA
 MB3164  USGS QUAD   -  CHAGRIN FALLS (1984)
 MB3164
 MB3164                         *CURRENT SURVEY CONTROL
 MB3164  ___________________________________________________________________
 MB3164* NAD 83(1995)-  41 23 06.08094(N)    081 26 15.90498(W)     ADJUSTED  
 MB3164* NAVD 88     -       314.3    (meters)    1031.     (feet)  VERTCON   
 MB3164  ___________________________________________________________________
 MB3164  X           -     713,546.660 (meters)                     COMP
 MB3164  Y           -  -4,739,224.852 (meters)                     COMP
 MB3164  Z           -   4,194,785.221 (meters)                     COMP
 MB3164  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 MB3164  ELLIP HEIGHT-         280.40  (meters)          (10/07/05) GPS OBS
 MB3164  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB3164
 MB3164  HORZ ORDER  -  SECOND
 MB3164  ELLP ORDER  -  FOURTH    CLASS I
 MB3164
 MB3164.The horizontal coordinates were established by GPS observations
 MB3164.and adjusted by the National Geodetic Survey in April 1998..
 MB3164
 MB3164.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3164
 MB3164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3164
 MB3164.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3164
 MB3164.The ellipsoidal height was determined by GPS observations
 MB3164.and is referenced to NAD 83.
 MB3164
 MB3164.The geoid height was determined by GEOID03.
 MB3164
 MB3164;                    North         East     Units Scale Factor Converg.
 MB3164;SPC OH N     -   191,359.406   688,844.140   MT  0.99995444   +0 41 52.2
 MB3164;UTM  17      - 4,581,592.080   463,399.463   MT  0.99961649   -0 17 21.9
 MB3164
 MB3164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3164!SPC OH N     -   0.99995602  x   0.99995444  =   0.99991046
 MB3164!UTM  17      -   0.99995602  x   0.99961649  =   0.99957253
 MB3164
 MB3164                          SUPERSEDED SURVEY CONTROL
 MB3164
 MB3164  ELLIP H (04/01/98)  280.44   (m)                       GP(       ) 4 1
 MB3164  NAD 83(1986)-  41 23 06.09143(N)    081 26 15.90541(W) AD(       ) 2
 MB3164  NGVD 29 (11/06/91)  314.5    (m)         1032.     (f) GPS OBS        
 MB3164
 MB3164.Superseded values are not recommended for survey control.
 MB3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3164.See file dsdata.txt to determine how the superseded data were derived.
 MB3164
 MB3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6339981592(NAD 83)
 MB3164_MARKER: I = METAL ROD
 MB3164_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3164_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3164_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3164+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1990
 MB3164
 MB3164  HISTORY     - Date     Condition        Report By
 MB3164  HISTORY     - UNK      MONUMENTED
 MB3164  HISTORY     - 19900413 GOOD             AEROS
 MB3164
 MB3164                          STATION DESCRIPTION
 MB3164
 MB3164'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3164'THE STATION IS LOCATED IN THE CITY OF SOLON, 1.1 KM (0.70 MI) SOUTH OF
 MB3164'HIGHWAY 422 ALT., 3.71 KM (2.30 MI) WEST OF THE GEAUGA--CUYAHOGA
 MB3164'COUNTY LINE. AT THE INTERSECTION OF AURORA AND S.O.M. CENTER ROADS.
 MB3164'TO REACH FROM THE JUNCTION OF HIGHWAY 422 ALT. AND S.O.M. CENTER ROAD,
 MB3164'GO SOUTH FOR 1.1 KM (0.70 MI) ON S.O.M. CENTER ROAD TO ITS
 MB3164'INTERSECTION WITH AURORA ROAD AND THE STATION.
 MB3164'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 28 CM BELOW THE ROAD
 MB3164'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3164'CENTERLINE--CENTERLINE OF THE INTERSECTION, 21.45 M (70.4 FT)
 MB3164'NORTHWEST OF A SIGNAL LIGHT POLE, 20.66 M (67.8 FT) SOUTHWEST OF A
 MB3164'SIGNAL LIGHT POLE, 20.63 M (67.7 FT) NORTHEAST OF A SIGNAL LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3165 ***********************************************************************
 MB3165  DESIGNATION -  14 Q
 MB3165  PID         -  MB3165
 MB3165  STATE/COUNTY-  OH/CUYAHOGA
 MB3165  USGS QUAD   -  TWINSBURG (1984)
 MB3165
 MB3165                         *CURRENT SURVEY CONTROL
 MB3165  ___________________________________________________________________
 MB3165* NAD 83(1995)-  41 21 22.54444(N)    081 26 19.67756(W)     ADJUSTED  
 MB3165* NAVD 88     -       313.5    (meters)    1029.     (feet)  VERTCON   
 MB3165  ___________________________________________________________________
 MB3165  X           -     713,774.177 (meters)                     COMP
 MB3165  Y           -  -4,741,324.996 (meters)                     COMP
 MB3165  Z           -   4,192,387.578 (meters)                     COMP
 MB3165  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 MB3165  ELLIP HEIGHT-         279.64  (meters)          (10/07/05) GPS OBS
 MB3165  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB3165
 MB3165  HORZ ORDER  -  FIRST
 MB3165  ELLP ORDER  -  FOURTH    CLASS I
 MB3165
 MB3165.The horizontal coordinates were established by GPS observations
 MB3165.and adjusted by the National Geodetic Survey in April 1998..
 MB3165
 MB3165.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3165
 MB3165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3165
 MB3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3165
 MB3165.The ellipsoidal height was determined by GPS observations
 MB3165.and is referenced to NAD 83.
 MB3165
 MB3165.The geoid height was determined by GEOID03.
 MB3165
 MB3165;                    North         East     Units Scale Factor Converg.
 MB3165;SPC OH N     -   188,164.593   688,795.360   MT  0.99995179   +0 41 49.8
 MB3165;UTM  17      - 4,578,399.656   463,295.683   MT  0.99961658   -0 17 23.8
 MB3165
 MB3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3165!SPC OH N     -   0.99995614  x   0.99995179  =   0.99990793
 MB3165!UTM  17      -   0.99995614  x   0.99961658  =   0.99957274
 MB3165
 MB3165                          SUPERSEDED SURVEY CONTROL
 MB3165
 MB3165  ELLIP H (04/01/98)  279.67   (m)                       GP(       ) 4 1
 MB3165  NAD 83(1986)-  41 21 22.55504(N)    081 26 19.67776(W) AD(       ) 1
 MB3165  NGVD 29 (11/06/91)  313.7    (m)         1029.     (f) GPS OBS        
 MB3165
 MB3165.Superseded values are not recommended for survey control.
 MB3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3165.See file dsdata.txt to determine how the superseded data were derived.
 MB3165
 MB3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6329678400(NAD 83)
 MB3165_MARKER: I = METAL ROD
 MB3165_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3165_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3165_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3165+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3165
 MB3165  HISTORY     - Date     Condition        Report By
 MB3165  HISTORY     - UNK      MONUMENTED
 MB3165  HISTORY     - 19900326 GOOD             AEROS
 MB3165
 MB3165                          STATION DESCRIPTION
 MB3165
 MB3165'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3165'THE STATION IS LOCATED ABOUT 4.27 KM (2.65 MI) SOUTH OF HIGHWAY 422,
 MB3165'3.87 KM (2.40 MI) WEST OF THE CUYAHOGA COUNTY LINE, IN THE TOWN OF
 MB3165'SOLON, AT THE INTERSECTION OF SOM CENTER ROAD AND PETTIBONE ROAD.
 MB3165'TO REACH FROM THE INTERSECTION OF INTERSTATE 271 AND ALTERNATE ROUTE
 MB3165'422, GO EAST FOR 7.7 KM (4.80 MI) ON ROUTE 422 TO SOM CENTER ROAD.
 MB3165'TURN RIGHT AND GO SOUTH FOR 4.27 KM (2.65 MI) ON SOM CENTER ROAD TO
 MB3165'ITS INTERSECTION WITH PETTIBONE ROAD AND THE STATION.
 MB3165'STATION IS A 0.5 CM DIAMETER IRON ROD RECESSED 13.5 CM BELOW THE ROAD
 MB3165'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3165'CENTERLINE--CENTERLINE OF THE INTERSECTION, 15.00 M (49.2 FT)
 MB3165'SOUTHEAST OF THE OM MONUMENT AT THE NORTHWEST CORNER OF THE
 MB3165'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3166 ***********************************************************************
 MB3166  DESIGNATION -  14 R
 MB3166  PID         -  MB3166
 MB3166  STATE/COUNTY-  OH/CUYAHOGA
 MB3166  USGS QUAD   -  CHAGRIN FALLS (1984)
 MB3166
 MB3166                         *CURRENT SURVEY CONTROL
 MB3166  ___________________________________________________________________
 MB3166* NAD 83(1995)-  41 23 07.60815(N)    081 29 20.03208(W)     ADJUSTED  
 MB3166* NAVD 88     -       294.6    (meters)     967.     (feet)  VERTCON   
 MB3166  ___________________________________________________________________
 MB3166  X           -     709,308.993 (meters)                     COMP
 MB3166  Y           -  -4,739,814.466 (meters)                     COMP
 MB3166  Z           -   4,194,807.515 (meters)                     COMP
 MB3166  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 MB3166  ELLIP HEIGHT-         260.65  (meters)          (10/07/05) GPS OBS
 MB3166  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 MB3166
 MB3166  HORZ ORDER  -  FIRST
 MB3166  ELLP ORDER  -  FOURTH    CLASS I
 MB3166
 MB3166.The horizontal coordinates were established by GPS observations
 MB3166.and adjusted by the National Geodetic Survey in April 1998..
 MB3166
 MB3166.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3166
 MB3166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3166
 MB3166.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3166
 MB3166.The ellipsoidal height was determined by GPS observations
 MB3166.and is referenced to NAD 83.
 MB3166
 MB3166.The geoid height was determined by GEOID03.
 MB3166
 MB3166;                    North         East     Units Scale Factor Converg.
 MB3166;SPC OH N     -   191,355.668   684,566.017   MT  0.99995448   +0 39 51.3
 MB3166;UTM  17      - 4,581,662.039   459,123.348   MT  0.99962056   -0 19 23.6
 MB3166
 MB3166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3166!SPC OH N     -   0.99995912  x   0.99995448  =   0.99991360
 MB3166!UTM  17      -   0.99995912  x   0.99962056  =   0.99957969
 MB3166
 MB3166                          SUPERSEDED SURVEY CONTROL
 MB3166
 MB3166  ELLIP H (04/01/98)  260.69   (m)                       GP(       ) 4 1
 MB3166  NAD 83(1986)-  41 23 07.61864(N)    081 29 20.03256(W) AD(       ) 1
 MB3166  NGVD 29 (11/06/91)  294.8    (m)          967.     (f) GPS OBS        
 MB3166
 MB3166.Superseded values are not recommended for survey control.
 MB3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3166.See file dsdata.txt to determine how the superseded data were derived.
 MB3166
 MB3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5912381662(NAD 83)
 MB3166_MARKER: I = METAL ROD
 MB3166_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3166_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3166_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3166+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1990
 MB3166
 MB3166  HISTORY     - Date     Condition        Report By
 MB3166  HISTORY     - UNK      MONUMENTED
 MB3166  HISTORY     - 19900413 GOOD             AEROS
 MB3166
 MB3166                          STATION DESCRIPTION
 MB3166
 MB3166'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3166'THE STATION IS LOCATED 2.7 KM (1.70 MI) EAST OF THE SOLON CITY HALL,
 MB3166'AT THE INTERSECTION OF RICHMOND AND SOLON ROADS.
 MB3166'TO REACH FROM THE INTERSECTION OF RICHMOND ROAD AND AURORA ROAD GO
 MB3166'SOUTH FOR 2.09 KM (1.30 MI) ON RICHMOND ROAD TO ITS INTERSECTION WITH
 MB3166'SOLON ROAD AND THE STATION.
 MB3166'STATION IS A 2.5 CM DIAMETER IRON ROD RECESSED 10 CM BELOW THE ROAD
 MB3166'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3166'CENTERLINE--CENTERLINE OF THE INTERSECTION, 14.59 M (47.9 FT)
 MB3166'NORTHWEST OF A STEEL POLE, 15.81 M (51.9 FT) NORTHEAST OF A STEEL
 MB3166'POLE, 16.03 M (52.6 FT) SOUTHEAST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3167 ***********************************************************************
 MB3167  DESIGNATION -  14 S
 MB3167  PID         -  MB3167
 MB3167  STATE/COUNTY-  OH/CUYAHOGA
 MB3167  USGS QUAD   -  CHAGRIN FALLS (1984)
 MB3167
 MB3167                         *CURRENT SURVEY CONTROL
 MB3167  ___________________________________________________________________
 MB3167* NAD 83(1995)-  41 24 16.88400(N)    081 29 19.76809(W)     ADJUSTED  
 MB3167* NAVD 88     -       311.0    (meters)    1020.     (feet)  VERTCON   
 MB3167  ___________________________________________________________________
 MB3167  X           -     709,107.711 (meters)                     COMP
 MB3167  Y           -  -4,738,428.011 (meters)                     COMP
 MB3167  Z           -   4,196,421.672 (meters)                     COMP
 MB3167  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 MB3167  ELLIP HEIGHT-         277.04  (meters)          (10/07/05) GPS OBS
 MB3167  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB3167
 MB3167  HORZ ORDER  -  SECOND
 MB3167  ELLP ORDER  -  FOURTH    CLASS I
 MB3167
 MB3167.The horizontal coordinates were established by GPS observations
 MB3167.and adjusted by the National Geodetic Survey in April 1998..
 MB3167
 MB3167.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3167
 MB3167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3167
 MB3167.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3167
 MB3167.The ellipsoidal height was determined by GPS observations
 MB3167.and is referenced to NAD 83.
 MB3167
 MB3167.The geoid height was determined by GEOID03.
 MB3167
 MB3167;                    North         East     Units Scale Factor Converg.
 MB3167;SPC OH N     -   193,492.690   684,547.373   MT  0.99995640   +0 39 51.5
 MB3167;UTM  17      - 4,583,798.349   459,141.531   MT  0.99962054   -0 19 23.9
 MB3167
 MB3167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3167!SPC OH N     -   0.99995655  x   0.99995640  =   0.99991295
 MB3167!UTM  17      -   0.99995655  x   0.99962054  =   0.99957710
 MB3167
 MB3167                          SUPERSEDED SURVEY CONTROL
 MB3167
 MB3167  ELLIP H (04/01/98)  277.07   (m)                       GP(       ) 4 1
 MB3167  NAD 83(1986)-  41 24 16.89456(N)    081 29 19.76850(W) AD(       ) 2
 MB3167  NGVD 29 (11/06/91)  311.2    (m)         1021.     (f) GPS OBS        
 MB3167
 MB3167.Superseded values are not recommended for survey control.
 MB3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3167.See file dsdata.txt to determine how the superseded data were derived.
 MB3167
 MB3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5914283798(NAD 83)
 MB3167_MARKER: I = METAL ROD
 MB3167_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3167_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3167_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3167+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3167
 MB3167  HISTORY     - Date     Condition        Report By
 MB3167  HISTORY     - UNK      MONUMENTED
 MB3167  HISTORY     - 19900326 GOOD             AEROS
 MB3167
 MB3167                          STATION DESCRIPTION
 MB3167
 MB3167'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3167'THE STATION IS LOCATED 4.4 KM (2.75 MI) NORTH OF THE SUMMIT COUNTY
 MB3167'LINE, 1.62 KM (1.00 MI) EAST OF INTERSTATE 480/271, IN THE CITY OF
 MB3167'BEDFORD HEIGHTS, AT THE INTERSECTION OF AURORA AND RICHMOND ROADS.
 MB3167'TO REACH FROM THE INTERSECTION OF INTERSTATE 271/480 AND BROADWAY
 MB3167'AVE., GO SOUTHWEST FOR 1.94 KM (1.20 MI) ON BROADWAY AVE. TO ITS
 MB3167'INTERSECTION WITH RICHMOND ROAD.  TURN LEFT AND GO SOUTH FOR 5.5 KM
 MB3167'(3.40 MI) ON RICHMOND ROAD TO ITS INTERSECTION WITH AURORA ROAD AND
 MB3167'THE STATION.
 MB3167'STATION IS A 1.5 CM DIAMETER IRON ROD RECESSED 25.5 CM BELOW THE ROAD
 MB3167'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3167'CENTERLINE--CENTERLINE OF THE INTERSECTION, 11.23 M (36.8 FT)
 MB3167'NORTHEAST OF THE OM MONUMENT AT THE SOUTHWEST CORNER OF THE
 MB3167'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1301 ***********************************************************************
 JX1301  DESIGNATION -  14 WSM
 JX1301  PID         -  JX1301
 JX1301  STATE/COUNTY-  OH/MEIGS
 JX1301  USGS QUAD   -  COOLVILLE (1994)
 JX1301
 JX1301                         *CURRENT SURVEY CONTROL
 JX1301  ___________________________________________________________________
 JX1301* NAD 83(1986)-  39 08 11.     (N)    081 50 32.     (W)     SCALED    
 JX1301* NAVD 88     -       207.749  (meters)     681.59   (feet)  ADJUSTED  
 JX1301  ___________________________________________________________________
 JX1301  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX1301  DYNAMIC HT  -         207.616 (meters)     681.15  (feet)  COMP
 JX1301  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 JX1301
 JX1301  VERT ORDER  -  SECOND    CLASS 0
 JX1301
 JX1301.The horizontal coordinates were scaled from a topographic map and have
 JX1301.an estimated accuracy of +/- 6 seconds.
 JX1301
 JX1301.The orthometric height was determined by differential leveling
 JX1301.and adjusted by the National Geodetic Survey in June 1991..
 JX1301
 JX1301.The geoid height was determined by GEOID03.
 JX1301
 JX1301.The dynamic height is computed by dividing the NAVD 88
 JX1301.geopotential number by the normal gravity value computed on the
 JX1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1301.degrees latitude (g = 980.6199 gals.).
 JX1301
 JX1301.The modeled gravity was interpolated from observed gravity values.
 JX1301
 JX1301;                    North         East    Units  Estimated Accuracy
 JX1301;SPC OH S     -   126,360.      656,870.      MT  (+/- 180 meters Scaled)
 JX1301
 JX1301                          SUPERSEDED SURVEY CONTROL
 JX1301
 JX1301  NGVD 29 (??/??/92)  207.932  (m)          682.19   (f) ADJ UNCH    2 0
 JX1301
 JX1301.Superseded values are not recommended for survey control.
 JX1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1301.See file dsdata.txt to determine how the superseded data were derived.
 JX1301
 JX1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD272322(NAD 83)
 JX1301_MARKER: DD = SURVEY DISK
 JX1301_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JX1301_SP_SET: UNSPECIFIED ROCK
 JX1301_STAMPING: 682 14 WSM 1958
 JX1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1301
 JX1301  HISTORY     - Date     Condition        Report By
 JX1301  HISTORY     - 1958     MONUMENTED       USGS
 JX1301  HISTORY     - 1959     GOOD             NGS
 JX1301
 JX1301                          STATION DESCRIPTION
 JX1301
 JX1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX1301'2.6 MI SE FROM TUPPERS PLAINS.
 JX1301'ABOUT 1.65 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE INTERSECTION
 JX1301'OF STATE HIGHWAY 680 AT TUPPERS PLAINS, THENCE ABOUT 1.0 MILE
 JX1301'SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 1.05 MILE NORTHWEST OF
 JX1301'CHURCH AND CEMETERY AT SUCCESS, AT THE JUNCTION OF A ROAD SOUTH
 JX1301'ALONC SPICER CREEK, SET VERTICALLY IN THE WEST-SOUTHWEST FACE
 JX1301'OF A 3-FOOT HIGH AND 10-FOOT WIDE ROCK NEAR THE TOP OF AN 18-FOOT
 JX1301'HIGH CUT BANK, 28 1/2 FEET EAST-NORTHEAST OF CENTER LINE OF
 JX1301'MAIN ROAD, 35 FEET EAST OF CENTER OF JUNCTION OF ROADS, AND
 JX1301'ABOUT 13 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0306 ***********************************************************************
 JZ0306  DESIGNATION -  1.40
 JZ0306  PID         -  JZ0306
 JZ0306  STATE/COUNTY-  OH/WARREN
 JZ0306  USGS QUAD   -  SOUTH LEBANON (1979)
 JZ0306
 JZ0306                         *CURRENT SURVEY CONTROL
 JZ0306  ___________________________________________________________________
 JZ0306* NAD 83(1986)-  39 16 11.     (N)    084 14 06.     (W)     SCALED    
 JZ0306* NAVD 88     -       190.600  (meters)     625.33   (feet)  ADJUSTED  
 JZ0306  ___________________________________________________________________
 JZ0306  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ0306  DYNAMIC HT  -         190.481 (meters)     624.94  (feet)  COMP
 JZ0306  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 JZ0306
 JZ0306  VERT ORDER  -  FIRST     CLASS II
 JZ0306
 JZ0306.The horizontal coordinates were scaled from a topographic map and have
 JZ0306.an estimated accuracy of +/- 6 seconds.
 JZ0306
 JZ0306.The orthometric height was determined by differential leveling
 JZ0306.and adjusted by the National Geodetic Survey in June 1991..
 JZ0306
 JZ0306.The geoid height was determined by GEOID03.
 JZ0306
 JZ0306.The dynamic height is computed by dividing the NAVD 88
 JZ0306.geopotential number by the normal gravity value computed on the
 JZ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0306.degrees latitude (g = 980.6199 gals.).
 JZ0306
 JZ0306.The modeled gravity was interpolated from observed gravity values.
 JZ0306
 JZ0306;                    North         East    Units  Estimated Accuracy
 JZ0306;SPC OH S     -   142,390.      450,290.      MT  (+/- 180 meters Scaled)
 JZ0306
 JZ0306                          SUPERSEDED SURVEY CONTROL
 JZ0306
 JZ0306  NGVD 29 (??/??/92)  190.775  (m)          625.90   (f) ADJ UNCH    1 2
 JZ0306
 JZ0306.Superseded values are not recommended for survey control.
 JZ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0306.See file dsdata.txt to determine how the superseded data were derived.
 JZ0306
 JZ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ385503(NAD 83)
 JZ0306_MARKER: Q = CHISELED SQUARE
 JZ0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0306_SP_SET: CULVERT
 JZ0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0306
 JZ0306  HISTORY     - Date     Condition        Report By
 JZ0306  HISTORY     - UNK      MONUMENTED       BORR
 JZ0306  HISTORY     - 1935     GOOD             NGS
 JZ0306
 JZ0306                          STATION DESCRIPTION
 JZ0306
 JZ0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JZ0306'1.4 MI SE FROM LOVELAND.
 JZ0306'IN WARREN COUNTY, 1.4 MILES SOUTHEAST ALONG THE BALTIMORE AND
 JZ0306'OHIO RAILROAD FROM THE STATION AT LOVELAND, CLERMONT COUNTY, AT
 JZ0306'A CONCRETE CULVERT, ON THE TOP OF THE SOUTHEAST END OF THE
 JZ0306'NORTHEAST HEADWALL, 4 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 JZ0306'THE NORTHEAST TRACK, AND LEVEL WITH THE TRACK.  A 1-1/2-INCH
 JZ0306'OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0890 ***********************************************************************
 JY0890  DESIGNATION -  140+5
 JY0890  PID         -  JY0890
 JY0890  STATE/COUNTY-  OH/FRANKLIN
 JY0890  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 JY0890
 JY0890                         *CURRENT SURVEY CONTROL
 JY0890  ___________________________________________________________________
 JY0890* NAD 83(1986)-  39 58 06.     (N)    083 01 22.     (W)     SCALED    
 JY0890* NAVD 88     -       221.938  (meters)     728.14   (feet)  ADJUSTED  
 JY0890  ___________________________________________________________________
 JY0890  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JY0890  DYNAMIC HT  -         221.816 (meters)     727.74  (feet)  COMP
 JY0890  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 JY0890
 JY0890  VERT ORDER  -  SECOND    CLASS 0
 JY0890
 JY0890.The horizontal coordinates were scaled from a topographic map and have
 JY0890.an estimated accuracy of +/- 6 seconds.
 JY0890
 JY0890.The orthometric height was determined by differential leveling
 JY0890.and adjusted by the National Geodetic Survey in June 1991..
 JY0890
 JY0890.The geoid height was determined by GEOID03.
 JY0890
 JY0890.The dynamic height is computed by dividing the NAVD 88
 JY0890.geopotential number by the normal gravity value computed on the
 JY0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0890.degrees latitude (g = 980.6199 gals.).
 JY0890
 JY0890.The modeled gravity was interpolated from observed gravity values.
 JY0890
 JY0890;                    North         East    Units  Estimated Accuracy
 JY0890;SPC OH S     -   218,650.      555,340.      MT  (+/- 180 meters Scaled)
 JY0890
 JY0890                          SUPERSEDED SURVEY CONTROL
 JY0890
 JY0890  NGVD 29 (??/??/92)  222.120  (m)          728.74   (f) ADJ UNCH    2 0
 JY0890
 JY0890.Superseded values are not recommended for survey control.
 JY0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0890.See file dsdata.txt to determine how the superseded data were derived.
 JY0890
 JY0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE272262(NAD 83)
 JY0890_MARKER: B = BOLT
 JY0890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0890_SP_SET: BRIDGE
 JY0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0890
 JY0890  HISTORY     - Date     Condition        Report By
 JY0890  HISTORY     - UNK      MONUMENTED       CGS
 JY0890  HISTORY     - 1935     GOOD             NGS
 JY0890
 JY0890                          STATION DESCRIPTION
 JY0890
 JY0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY0890'1.5 MI W FROM COLUMBUS.
 JY0890'1.5 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JY0890'ST. LOUIS RAILWAY FROM THE STATION AT COLUMBUS, FRANKLIN
 JY0890'COUNTY, IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE OVERHEAD
 JY0890'BRIDGE, 9.7 FEET NORTH OF THE NORTH RAIL, AND ABOUT ONE FOOT
 JY0890'LOWER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0720 ***********************************************************************
 JZ0720  DESIGNATION -  141
 JZ0720  PID         -  JZ0720
 JZ0720  STATE/COUNTY-  OH/HAMILTON
 JZ0720  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0720
 JZ0720                         *CURRENT SURVEY CONTROL
 JZ0720  ___________________________________________________________________
 JZ0720* NAD 83(1986)-  39 08 28.     (N)    084 35 26.     (W)     SCALED    
 JZ0720* NAVD 88     -       275.805  (meters)     904.87   (feet)  ADJUSTED  
 JZ0720  ___________________________________________________________________
 JZ0720  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0720  DYNAMIC HT  -         275.631 (meters)     904.30  (feet)  COMP
 JZ0720  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 JZ0720
 JZ0720  VERT ORDER  -  FIRST     CLASS II
 JZ0720
 JZ0720.The horizontal coordinates were scaled from a topographic map and have
 JZ0720.an estimated accuracy of +/- 6 seconds.
 JZ0720
 JZ0720.The orthometric height was determined by differential leveling
 JZ0720.and adjusted by the National Geodetic Survey in June 1991..
 JZ0720
 JZ0720.The geoid height was determined by GEOID03.
 JZ0720
 JZ0720.The dynamic height is computed by dividing the NAVD 88
 JZ0720.geopotential number by the normal gravity value computed on the
 JZ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0720.degrees latitude (g = 980.6199 gals.).
 JZ0720
 JZ0720.The modeled gravity was interpolated from observed gravity values.
 JZ0720
 JZ0720;                    North         East    Units  Estimated Accuracy
 JZ0720;SPC OH S     -   128,770.      419,290.      MT  (+/- 180 meters Scaled)
 JZ0720
 JZ0720                          SUPERSEDED SURVEY CONTROL
 JZ0720
 JZ0720  NGVD 29 (??/??/92)  275.985  (m)          905.46   (f) ADJ UNCH    1 2
 JZ0720
 JZ0720.Superseded values are not recommended for survey control.
 JZ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0720.See file dsdata.txt to determine how the superseded data were derived.
 JZ0720
 JZ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ082352(NAD 83)
 JZ0720_MARKER: DD = SURVEY DISK
 JZ0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0720_STAMPING: 141
 JZ0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0720+STABILITY: SURFACE MOTION
 JZ0720
 JZ0720  HISTORY     - Date     Condition        Report By
 JZ0720  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0720  HISTORY     - 1947     GOOD             NGS
 JZ0720  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ0720
 JZ0720                          STATION DESCRIPTION
 JZ0720
 JZ0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0720'AT CINCINNATI.
 JZ0720'AT CINCINNATI, AT THE JUNCTION OF HARRIOSON AVENUE AND LAFEUILLE
 JZ0720'AVENUE, 169.6 FEET WEST OF THE WEST CURB OF LAFEUILLE AVENUE, 1
 JZ0720'FOOT SOUTH OF THE SOUTH RETAINING WALL ALONG HARRISON AVENUE,
 JZ0720'65.5 FEET WEST OF THE WEST END OF A 1.5 FOOT CONCRETE RETAINING
 JZ0720'WALL.  A CONCRETE POST ABOUT 1 FOOT BELOW THE GROUND.
 JZ0720
 JZ0720                          STATION RECOVERY (2004)
 JZ0720
 JZ0720'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0168 ***********************************************************************
 JZ0168  DESIGNATION -  143
 JZ0168  PID         -  JZ0168
 JZ0168  STATE/COUNTY-  OH/MONTGOMERY
 JZ0168  USGS QUAD   -  BROOKVILLE (1987)
 JZ0168
 JZ0168                         *CURRENT SURVEY CONTROL
 JZ0168  ___________________________________________________________________
 JZ0168* NAD 83(1986)-  39 49 50.     (N)    084 29 01.     (W)     SCALED    
 JZ0168* NAVD 88     -       320.658  (meters)    1052.03   (feet)  ADJUSTED  
 JZ0168  ___________________________________________________________________
 JZ0168  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JZ0168  DYNAMIC HT  -         320.478 (meters)    1051.43  (feet)  COMP
 JZ0168  MODELED GRAV-     980,055.3   (mgal)                       NAVD 88
 JZ0168
 JZ0168  VERT ORDER  -  SECOND    CLASS 0
 JZ0168
 JZ0168.The horizontal coordinates were scaled from a topographic map and have
 JZ0168.an estimated accuracy of +/- 6 seconds.
 JZ0168
 JZ0168.The orthometric height was determined by differential leveling
 JZ0168.and adjusted by the National Geodetic Survey in June 1991..
 JZ0168
 JZ0168.The geoid height was determined by GEOID03.
 JZ0168
 JZ0168.The dynamic height is computed by dividing the NAVD 88
 JZ0168.geopotential number by the normal gravity value computed on the
 JZ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0168.degrees latitude (g = 980.6199 gals.).
 JZ0168
 JZ0168.The modeled gravity was interpolated from observed gravity values.
 JZ0168
 JZ0168;                    North         East    Units  Estimated Accuracy
 JZ0168;SPC OH S     -   205,080.      430,210.      MT  (+/- 180 meters Scaled)
 JZ0168
 JZ0168                          SUPERSEDED SURVEY CONTROL
 JZ0168
 JZ0168  NGVD 29 (??/??/92)  320.825  (m)         1052.57   (f) ADJ UNCH    2 0
 JZ0168
 JZ0168.Superseded values are not recommended for survey control.
 JZ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0168.See file dsdata.txt to determine how the superseded data were derived.
 JZ0168
 JZ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK153119(NAD 83)
 JZ0168_MARKER: DD = SURVEY DISK
 JZ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0168_STAMPING: 143
 JZ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0168+STABILITY: SURFACE MOTION
 JZ0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0168+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ0168
 JZ0168  HISTORY     - Date     Condition        Report By
 JZ0168  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0168  HISTORY     - 1947     GOOD             NGS
 JZ0168  HISTORY     - 20041015 GOOD             INDIV
 JZ0168
 JZ0168                          STATION DESCRIPTION
 JZ0168
 JZ0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0168'8.7 MI NE FROM WEST ALEXANDRIA.
 JZ0168'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0168'WEST ALEXANDRIA, THENCE ABOUT 6.0 MILES NORTH ALONG THE
 JZ0168'PREBLE-MONTGOMERY COUNTY LINE ROAD, ABOUT 2.1 MILES SOUTH OF
 JZ0168'THE INTERSECTION OF U.S. HIGHWAY 40, AT THE INTERSECTION OF
 JZ0168'WESTBROOK ROAD, 21 FEET EAST OF THE CENTER LINE OF THE COUNTY
 JZ0168'LINE ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD,
 JZ0168'1.5 FEET WEST OF A ROAD IDENTIFICATION SIGN, 17.8 FEET WEST OF
 JZ0168'POWER POLE NO. 65759, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 JZ0168'POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ0168'POST PROJECTING 2 INCHES.
 JZ0168
 JZ0168                          STATION RECOVERY (2004)
 JZ0168
 JZ0168'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3259 ***********************************************************************
 KY3259  DESIGNATION -  1447 S T B N V L
 KY3259  PID         -  KY3259
 KY3259  STATE/COUNTY-  OH/COLUMBIANA
 KY3259  USGS QUAD   -  WEST POINT (1985)
 KY3259
 KY3259                         *CURRENT SURVEY CONTROL
 KY3259  ___________________________________________________________________
 KY3259* NAD 83(1995)-  40 40 19.29245(N)    080 40 19.48054(W)     ADJUSTED  
 KY3259* NAVD 88     -       441.     (meters)    1447.     (feet)  SCALED    
 KY3259  ___________________________________________________________________
 KY3259  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 KY3259  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KY3259
 KY3259  HORZ ORDER  -  SECOND
 KY3259
 KY3259.The horizontal coordinates were established by classical geodetic methods
 KY3259.and adjusted by the National Geodetic Survey in April 1998..
 KY3259
 KY3259.The orthometric height was scaled from a topographic map.
 KY3259
 KY3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3259
 KY3259.The geoid height was determined by GEOID03.
 KY3259
 KY3259;                    North         East     Units Scale Factor Converg.
 KY3259;SPC OH N     -   113,260.669   754,535.314   MT  0.99996285   +1 12 03.1
 KY3259;UTM  17      - 4,502,401.529   527,715.024   MT  0.99960945   +0 12 49.4
 KY3259
 KY3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3259!SPC OH N     -   0.99993621  x   0.99996285  =   0.99989906
 KY3259!UTM  17      -   0.99993621  x   0.99960945  =   0.99954568
 KY3259
 KY3259                          SUPERSEDED SURVEY CONTROL
 KY3259
 KY3259  NAD 83(1986)-  40 40 19.29799(N)    080 40 19.48616(W) AD(       ) 2
 KY3259  NAD 27      -  40 40 19.07300(N)    080 40 20.22400(W) AD(       ) 2
 KY3259
 KY3259.Superseded values are not recommended for survey control.
 KY3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3259.See file dsdata.txt to determine how the superseded data were derived.
 KY3259
 KY3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2771502402(NAD 83)
 KY3259
 KY3259  HISTORY     - Date     Condition        Report By
 KY3259  HISTORY     - 1950     MONUMENTED       USGS
 KY3259
 KY3259                          STATION DESCRIPTION
 KY3259
 KY3259'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KY3259'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF LISBON, 2 MILES
 KY3259'SOUTH OF WEST POINT JUNCTION AND ON A PROMINENT HILL, THE HIGHEST
 KY3259'IN THE IMMEDIATE VICINITY, KNOWN AS ROUND TOP.  IT IS ABOUT 200 FEET
 KY3259'WEST OF THE MOST WESTERLY OF TWO STEEL POWER TOWERS AND ON THE
 KY3259'HIGHEST POINT OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3609 ***********************************************************************
 JZ3609  DESIGNATION -  1453
 JZ3609  PID         -  JZ3609
 JZ3609  STATE/COUNTY-  OH/HAMILTON
 JZ3609  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3609
 JZ3609                         *CURRENT SURVEY CONTROL
 JZ3609  ___________________________________________________________________
 JZ3609* NAD 83(1986)-  39 10 17.     (N)    084 30 24.     (W)     SCALED    
 JZ3609* NAVD 88     -       152.927  (meters)     501.73   (feet)  ADJUSTED  
 JZ3609  ___________________________________________________________________
 JZ3609  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3609  DYNAMIC HT  -         152.832 (meters)     501.42  (feet)  COMP
 JZ3609  MODELED GRAV-     980,006.0   (mgal)                       NAVD 88
 JZ3609
 JZ3609  VERT ORDER  -  FIRST     CLASS II
 JZ3609
 JZ3609.The horizontal coordinates were scaled from a topographic map and have
 JZ3609.an estimated accuracy of +/- 6 seconds.
 JZ3609
 JZ3609.The orthometric height was determined by differential leveling
 JZ3609.and adjusted by the National Geodetic Survey in January 1994..
 JZ3609
 JZ3609.The geoid height was determined by GEOID03.
 JZ3609
 JZ3609.The dynamic height is computed by dividing the NAVD 88
 JZ3609.geopotential number by the normal gravity value computed on the
 JZ3609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3609.degrees latitude (g = 980.6199 gals.).
 JZ3609
 JZ3609.The modeled gravity was interpolated from observed gravity values.
 JZ3609
 JZ3609;                    North         East    Units  Estimated Accuracy
 JZ3609;SPC OH S     -   131,970.      426,610.      MT  (+/- 180 meters Scaled)
 JZ3609
 JZ3609                          SUPERSEDED SURVEY CONTROL
 JZ3609
 JZ3609.No superseded survey control is available for this station.
 JZ3609
 JZ3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ153387(NAD 83)
 JZ3609_MARKER: DE = TRAVERSE STATION DISK
 JZ3609_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3609_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3609_STAMPING: 1453 49
 JZ3609_MARK LOGO: OH1610
 JZ3609_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3609+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ3609
 JZ3609  HISTORY     - Date     Condition        Report By
 JZ3609  HISTORY     - UNK      MONUMENTED       OH1610
 JZ3609  HISTORY     - 19930604 GOOD             NGS
 JZ3609
 JZ3609                          STATION DESCRIPTION
 JZ3609
 JZ3609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3609'IN WINTON PLACE, AT THE INTERSECTION OF SPRING GROVE AVENUE AND KINGS
 JZ3609'RUN DRIVE, 14.1 M (46.3 FT) SOUTH OF A FIRE HYDRANT, 11.8 M (38.7 FT)
 JZ3609'NORTHWEST OF AND LEVEL WITH THE AVENUE CENTERLINE, 10.1 M (33.1 FT)
 JZ3609'NORTHEAST OF THE CENTER OF THE DRIVE, AND THE MONUMENT IS FLUSH WITH
 JZ3609'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1803 ***********************************************************************
 MB1803  DESIGNATION -  1494
 MB1803  PID         -  MB1803
 MB1803  STATE/COUNTY-  OH/CUYAHOGA
 MB1803  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1803
 MB1803                         *CURRENT SURVEY CONTROL
 MB1803  ___________________________________________________________________
 MB1803* NAD 83(1986)-  41 24 43.     (N)    081 33 54.     (W)     SCALED    
 MB1803* NAVD 88     -       279.219  (meters)     916.07   (feet)  ADJUSTED  
 MB1803  ___________________________________________________________________
 MB1803  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MB1803  DYNAMIC HT  -         279.103 (meters)     915.69  (feet)  COMP
 MB1803  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 MB1803
 MB1803  VERT ORDER  -  FIRST     CLASS II
 MB1803
 MB1803.The horizontal coordinates were scaled from a topographic map and have
 MB1803.an estimated accuracy of +/- 6 seconds.
 MB1803
 MB1803.The orthometric height was determined by differential leveling
 MB1803.and adjusted by the National Geodetic Survey in June 1991..
 MB1803
 MB1803.The geoid height was determined by GEOID03.
 MB1803
 MB1803.The dynamic height is computed by dividing the NAVD 88
 MB1803.geopotential number by the normal gravity value computed on the
 MB1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1803.degrees latitude (g = 980.6199 gals.).
 MB1803
 MB1803.The modeled gravity was interpolated from observed gravity values.
 MB1803
 MB1803;                    North         East    Units  Estimated Accuracy
 MB1803;SPC OH N     -   194,230.      678,170.      MT  (+/- 180 meters Scaled)
 MB1803
 MB1803                          SUPERSEDED SURVEY CONTROL
 MB1803
 MB1803  NGVD 29 (06/03/92)  279.439  (m)          916.79   (f) ADJUSTED    1 2
 MB1803
 MB1803.Superseded values are not recommended for survey control.
 MB1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1803.See file dsdata.txt to determine how the superseded data were derived.
 MB1803
 MB1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF527846(NAD 83)
 MB1803_MARKER: DD = SURVEY DISK
 MB1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1803_SP_SET: CONCRETE POST
 MB1803_STAMPING: 1494
 MB1803_MARK LOGO: CRGS  
 MB1803_PROJECTION: RECESSED 5 CENTIMETERS
 MB1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1803+STABILITY: SURFACE MOTION
 MB1803
 MB1803  HISTORY     - Date     Condition        Report By
 MB1803  HISTORY     - UNK      MONUMENTED       CRGS
 MB1803  HISTORY     - 1983     GOOD             NGS
 MB1803
 MB1803                          STATION DESCRIPTION
 MB1803
 MB1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1803'IN MAPLE HEIGHTS.
 MB1803'IN MAPLE HEIGHTS, AT THE JUNCTION OF STATE HIGHWAY 14 (BROADWAY
 MB1803'AVENUE) AND WEST BOULEVARD, IN THE SOUTH SIDEWALK OF THE HIGHWAY, IN
 MB1803'THE TOP OF A CONCRETE POST AND PROTECTED BY A 9-INCH CAST IRON BOX
 MB1803'WITH A COVER, 8.93 METERS (29.3 FT) SOUTH OF THE CENTERLINE OF THE
 MB1803'HIGHWAY, 20.25 METERS (66.4 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A
 MB1803'BRICK BUILDING FOR NATIONWISE AUTO PARTS, 4.14 METERS (13.6 FT) EAST
 MB1803'OF THE EXTENDED CENTERLINE OF WEST BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6783 ***********************************************************************
 AI6783  DESIGNATION -  14A
 AI6783  PID         -  AI6783
 AI6783  STATE/COUNTY-  OH/CLINTON
 AI6783  USGS QUAD   -  CLARKSVILLE (1986)
 AI6783
 AI6783                         *CURRENT SURVEY CONTROL
 AI6783  ___________________________________________________________________
 AI6783* NAD 83(1995)-  39 24 30.43279(N)    083 58 23.32974(W)     ADJUSTED  
 AI6783* NAVD 88     -       246.7    (meters)     809.     (feet)  GPS OBS   
 AI6783  ___________________________________________________________________
 AI6783  X           -     518,130.237 (meters)                     COMP
 AI6783  Y           -  -4,907,553.784 (meters)                     COMP
 AI6783  Z           -   4,027,591.201 (meters)                     COMP
 AI6783  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 AI6783  ELLIP HEIGHT-         213.49  (meters)          (10/07/05) GPS OBS
 AI6783  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AI6783
 AI6783  HORZ ORDER  -  FIRST
 AI6783  ELLP ORDER  -  THIRD     CLASS II
 AI6783
 AI6783.The horizontal coordinates were established by GPS observations
 AI6783.and adjusted by the National Geodetic Survey in August 2000..
 AI6783
 AI6783.The orthometric height was determined by GPS observations and a
 AI6783.high-resolution geoid model.
 AI6783
 AI6783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6783
 AI6783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6783
 AI6783.The ellipsoidal height was determined by GPS observations
 AI6783.and is referenced to NAD 83.
 AI6783
 AI6783.The geoid height was determined by GEOID03.
 AI6783
 AI6783;                    North         East     Units Scale Factor Converg.
 AI6783;SPC OH S     -   157,391.886   473,137.263   MT  0.99993600   -0 56 05.1
 AI6783;UTM  17      - 4,366,323.249   244,014.205   MT  1.00040689   -1 53 18.6
 AI6783;UTM  16      - 4,366,477.123   760,610.651   MT  1.00043631   +1 55 21.6
 AI6783
 AI6783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6783!SPC OH S     -   0.99996651  x   0.99993600  =   0.99990251
 AI6783!UTM  17      -   0.99996651  x   1.00040689  =   1.00037338
 AI6783!UTM  16      -   0.99996651  x   1.00043631  =   1.00040280
 AI6783
 AI6783:                Primary Azimuth Mark                     Grid Az
 AI6783:SPC OH S     -  14                                       196 37 07.7
 AI6783:UTM  17      -  14                                       197 34 21.2
 AI6783:UTM  16      -  14                                       193 45 41.0
 AI6783
 AI6783|---------------------------------------------------------------------|
 AI6783| PID    Reference Object                     Distance      Geod. Az  |
 AI6783|                                                           dddmmss.s |
 AI6783| AI6753 14                                  469.765 METERS 1954102.6 |
 AI6783|---------------------------------------------------------------------|
 AI6783
 AI6783                          SUPERSEDED SURVEY CONTROL
 AI6783
 AI6783  ELLIP H (08/02/00)  213.55   (m)                       GP(       ) 3 2
 AI6783
 AI6783.Superseded values are not recommended for survey control.
 AI6783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6783.See file dsdata.txt to determine how the superseded data were derived.
 AI6783
 AI6783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4401466323(NAD 83)
 AI6783_MARKER: DD = SURVEY DISK
 AI6783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6783_STAMPING: GPS 14A 2000
 AI6783_MARK LOGO: OH-027
 AI6783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6783+STABILITY: SURFACE MOTION
 AI6783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6783+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6783
 AI6783  HISTORY     - Date     Condition        Report By
 AI6783  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6783
 AI6783                          STATION DESCRIPTION
 AI6783
 AI6783'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6783'THE STATION IS APPROXIMATELY 8.25 MI (13.28 KM) WEST-SOUTHWEST OF
 AI6783'WILMINGTON, 7.75 MI (12.47 KM) NORTH OF BLANCHESTER AND 0.8 MI (1.3
 AI6783'KM) NORTH OF CLARKSVILLE.  THE STATION IS 50 FT (15.2 M) EAST OF THE
 AI6783'JUNCTIN OF CREEK ROAD AND GEORGE ROAD ON THE SOUTH SIDE OF CREEK ROAD.
 AI6783'TO GET TO THE STATION FROM CLARKSVILLE, FROM THE INTERSECTION OF STATE
 AI6783'ROUTE 350, STATE ROUTE 132, AND CLARKSVILLE ROAD, PROCEED NORTH THEN
 AI6783'NORTHEAST ALONG CLARKSVILLE ROAD FOR APPROXIMATELY 0.3 MI (0.5 KM) TO
 AI6783'A ROAD ON THE LEFT.  TURN LEFT AND PROCEED NORTH ALONG CREEK ROAD
 AI6783'APPROXIMATELY 0.4 MI (0.6 KM) TO THE INTERSECTION OF CREEK ROAD AND
 AI6783'GEORGE ROAD.  TURN LEFT ON CREEK ROAD AND THE STATION IS APPROXIMATELY
 AI6783'50 FT (15.2 M) EAST OF THAT INTERSECTION.
 AI6783'THE STATION IS LOCATED APPROXIMATELY 24.20 M (79.40 FT) FROM THE
 AI6783'JUNCTION OF THE CENTERLINES OF CREEK ROAD AND GEORGE ROAD ON A
 AI6783'MAGNETIC COMPASS AZIMUTH OF 75 DEGREES, 22.24 M (72.97 FT) FROM POWER
 AI6783'POLE NUMBER 1500-12 ON A MAGNETIC COMPASS AZIMUTH OF 110 DEGREES,
 AI6783'13.63 M (44.72 FT) FROM THE SIGN --CLI 4 0.4-- ON A MAGNETIC COMPASS
 AI6783'AZIMUTH OF 55 DEGREES, AND 8.56 M (28.08 FT) FROM THE CENTERLINE OF
 AI6783'CREEK ROAD ON A MAGNETIC COMPASS AZIMUTH OF 147 DEGREES.  THE STATION
 AI6783'IS A STANDARD CLINTON COUNTY DISK SET IN A ROUND CONCRETE MONUMENT AND
 AI6783'STAMPED--GPS 14A 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE
 AI6783'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6079 ***********************************************************************
 AB6079  CBN         -  This is a Cooperative Base Network Control Station.
 AB6079  PACS        -  This is a Primary Airport Control Station.
 AB6079  DESIGNATION -  14G A
 AB6079  PID         -  AB6079
 AB6079  STATE/COUNTY-  OH/SANDUSKY
 AB6079  USGS QUAD   -  FREMONT WEST (1980)
 AB6079
 AB6079                         *CURRENT SURVEY CONTROL
 AB6079  ___________________________________________________________________
 AB6079* NAD 83(1995)-  41 20 04.14201(N)    083 09 24.54928(W)     ADJUSTED  
 AB6079* NAVD 88     -       200.90   (meters)     659.1    (feet)  GPS OBS   
 AB6079  ___________________________________________________________________
 AB6079  X           -     571,485.691 (meters)                     COMP
 AB6079  Y           -  -4,762,094.565 (meters)                     COMP
 AB6079  Z           -   4,190,496.368 (meters)                     COMP
 AB6079  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 AB6079  ELLIP HEIGHT-         165.64  (meters)          (03/08/05) GPS OBS
 AB6079  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 AB6079
 AB6079  HORZ ORDER  -  B
 AB6079  ELLP ORDER  -  FOURTH    CLASS II
 AB6079
 AB6079.This mark is at Fremont Airport (14G)
 AB6079
 AB6079.The horizontal coordinates were established by GPS observations
 AB6079.and adjusted by the National Geodetic Survey in August 1996..
 AB6079
 AB6079.The orthometric height was determined by GPS observations and a
 AB6079.high-resolution geoid model.
 AB6079
 AB6079.GPS derived orthometric heights for airport stations designated as
 AB6079.PACS or SACS are published to 2 decimal places.  This maintains
 AB6079.centimeter relative accuracy between the PACS and SACS.  It does
 AB6079.not indicate centimeter accuracy relative to other marks which are
 AB6079.part of the NAVD 88 network.
 AB6079
 AB6079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6079
 AB6079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6079
 AB6079.The ellipsoidal height was determined by GPS observations
 AB6079.and is referenced to NAD 83.
 AB6079
 AB6079.The geoid height was determined by GEOID03.
 AB6079
 AB6079;                    North         East     Units Scale Factor Converg.
 AB6079;SPC OH N     -   185,412.784   545,021.974   MT  0.99994995   -0 25 53.4
 AB6079;UTM  17      - 4,578,133.095   319,522.778   MT  1.00000087   -1 25 29.5
 AB6079
 AB6079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6079!SPC OH N     -   0.99997402  x   0.99994995  =   0.99992397
 AB6079!UTM  17      -   0.99997402  x   1.00000087  =   0.99997489
 AB6079
 AB6079|---------------------------------------------------------------------|
 AB6079| PID    Reference Object                     Distance      Geod. Az  |
 AB6079|                                                           dddmmss.s |
 AB6079| AE1988 14G B                               388.948 METERS 26946     |
 AB6079|---------------------------------------------------------------------|
 AB6079
 AB6079                          SUPERSEDED SURVEY CONTROL
 AB6079
 AB6079  ELLIP H (08/20/96)  165.65   (m)                       GP(       ) 4 2
 AB6079
 AB6079.Superseded values are not recommended for survey control.
 AB6079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6079.See file dsdata.txt to determine how the superseded data were derived.
 AB6079
 AB6079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF1952378133(NAD 83)
 AB6079_MARKER: DS = TRIANGULATION STATION DISK
 AB6079_SETTING: 66 = SET IN ROCK OUTCROP
 AB6079_STAMPING: 14G A 1995
 AB6079_MARK LOGO: OHDT  
 AB6079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6079+STABILITY: POSITION/ELEVATION WELL
 AB6079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6079+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1995
 AB6079
 AB6079  HISTORY     - Date     Condition        Report By
 AB6079  HISTORY     - 1995     MONUMENTED       OHDT
 AB6079  HISTORY     - 19951107 GOOD             NGS
 AB6079
 AB6079                          STATION DESCRIPTION
 AB6079
 AB6079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6079'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF FREMONT,
 AB6079'OH., AT THE FREMONT AIRPORT.  IN THE GRASS, ALONG THE NORTH SIDE OF
 AB6079'THE RUNWAY, JUST SOUTHWEST OF A BREAK IN THE WOODS TO THE NORTH.
 AB6079'OWNERSHIP--GENE DAMSCHRODER, 365 SOUTH STATE HIGHWAY 53, FREMONT, OH.
 AB6079'43420.  AIRPORT MANAGER GENE DAMSCHRODER, PHONE 419-332-8037.
 AB6079'NOTE--THIS STATION WAS SELECTED AS A (PACS) .  TO REACH THE STATION
 AB6079'FROM THE JUNCTION OF U.S.  HIGHWAY 6 AND STATE HIGHWAY 53 ABOUT 2.0 KM
 AB6079'(1.25 MI) WEST OF FREMONT, GO SOUTH, 0.8 KM (0.50 MI) ALONG HIGHWAY 53
 AB6079'TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, EAST, 0.09 KM (0.05
 AB6079'MI) TO THE AIRPORT OFFICE ON THE LEFT.  CONTINUE EAST, 0.84 KM (0.50
 AB6079'MI) ALONG TAXI AND NORTH SIDE OF RUNWAY TO THE STATION ON THE LEFT.
 AB6079'STATION IS 77.8 M (255.2 FT) WEST-NORTHWEST OF THE 3RD.  RUNWAY LIGHT
 AB6079'EAST OF THE RUNWAY-TAXI JUNCTION, 50.6 M (166.0 FT) NORTHEAST OF THE
 AB6079'2ND.  RUNWAY LIGHT EAST OF THE RUNWAY-TAXI JUNCTION, 32.9 M (107.9 FT)
 AB6079'NORTH OF THE RUNWAY CENTERLINE, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AB6079'POST, AND THE STATION IS 0.4 M (1.3 FT) BELOW THE LEVEL OF THE RUNWAY
 AB6079'AND FLUSH WITH THE GROUND SURFACE.  NOTE--THE O.D.O.T.  DISK IS SET IN
 AB6079'TOP OF A 36 INCH DIAMETER CONCRETE SLAB 24 INCHES THICK.  THE SLAB WAS
 AB6079'POURED ON TOP OF BEDROCK WITH REBAR DRILLED INTO THE ROCK 15 INCHES
 AB6079'DEEP TO HOLD THE CONCRETE IN PLACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE1988 ***********************************************************************
 AE1988  SACS        -  This is a Secondary Airport Control Station.
 AE1988  DESIGNATION -  14G B
 AE1988  PID         -  AE1988
 AE1988  STATE/COUNTY-  OH/SANDUSKY
 AE1988  USGS QUAD   -  FREMONT WEST (1980)
 AE1988
 AE1988                         *CURRENT SURVEY CONTROL
 AE1988  ___________________________________________________________________
 AE1988* NAD 83(1995)-  41 20 04.08890(N)    083 09 41.27638(W)     ADJUSTED  
 AE1988* NAVD 88     -       198.82   (meters)     652.3    (feet)  GPS OBS   
 AE1988  ___________________________________________________________________
 AE1988  X           -     571,099.448 (meters)                     COMP
 AE1988  Y           -  -4,762,140.410 (meters)                     COMP
 AE1988  Z           -   4,190,493.757 (meters)                     COMP
 AE1988  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AE1988  ELLIP HEIGHT-         163.55  (meters)          (10/07/05) GPS OBS
 AE1988  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 AE1988
 AE1988  HORZ ORDER  -  FIRST
 AE1988  ELLP ORDER  -  FOURTH    CLASS II
 AE1988
 AE1988.This mark is at Fremont Airport (14G)
 AE1988
 AE1988.The horizontal coordinates were established by GPS observations
 AE1988.and adjusted by the National Geodetic Survey in August 1997..
 AE1988
 AE1988.The orthometric height was determined by GPS observations and a
 AE1988.high-resolution geoid model.
 AE1988
 AE1988.GPS derived orthometric heights for airport stations designated as
 AE1988.PACS or SACS are published to 2 decimal places.  This maintains
 AE1988.centimeter relative accuracy between the PACS and SACS.  It does
 AE1988.not indicate centimeter accuracy relative to other marks which are
 AE1988.part of the NAVD 88 network.
 AE1988
 AE1988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1988
 AE1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1988
 AE1988.The ellipsoidal height was determined by GPS observations
 AE1988.and is referenced to NAD 83.
 AE1988
 AE1988.The geoid height was determined by GEOID03.
 AE1988
 AE1988;                    North         East     Units Scale Factor Converg.
 AE1988;SPC OH N     -   185,414.085   544,633.048   MT  0.99994995   -0 26 04.4
 AE1988;UTM  17      - 4,578,141.139   319,133.913   MT  1.00000260   -1 25 40.6
 AE1988
 AE1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1988!SPC OH N     -   0.99997435  x   0.99994995  =   0.99992430
 AE1988!UTM  17      -   0.99997435  x   1.00000260  =   0.99997695
 AE1988
 AE1988|---------------------------------------------------------------------|
 AE1988| PID    Reference Object                     Distance      Geod. Az  |
 AE1988|                                                           dddmmss.s |
 AE1988| AB6079 14G A                               388.948 METERS 08945     |
 AE1988|---------------------------------------------------------------------|
 AE1988
 AE1988                          SUPERSEDED SURVEY CONTROL
 AE1988
 AE1988  ELLIP H (08/11/97)  163.57   (m)                       GP(       ) 4 2
 AE1988
 AE1988.Superseded values are not recommended for survey control.
 AE1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1988.See file dsdata.txt to determine how the superseded data were derived.
 AE1988
 AE1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF1913478141(NAD 83)
 AE1988_MARKER: DD = SURVEY DISK
 AE1988_SETTING: 66 = SET IN ROCK OUTCROP
 AE1988_STAMPING: 14G B 1995
 AE1988_MARK LOGO: NGS   
 AE1988_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1988+STABILITY: POSITION/ELEVATION WELL
 AE1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1988+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE1988
 AE1988  HISTORY     - Date     Condition        Report By
 AE1988  HISTORY     - 1995     MONUMENTED       NGS
 AE1988
 AE1988                          STATION DESCRIPTION
 AE1988
 AE1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE1988'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF FREMONT,
 AE1988'OH., AT THE FREMONT AIRPORT.  NEAR THE CENTER OF THE AIRPORT, BETWEEN
 AE1988'THE RUNWAY AND TAXI, NORTHWEST OF THE RUNWAY-TAXI JUNCTION, AND JUST
 AE1988'BEFORE THE CURVE IN THE TAXI TO THE SOUTHEAST.  OWNERSHIP--GENE
 AE1988'DAMSCHRODER, 365 SOUTH STATE HIGHWAY 53, FREMONT, OH.  43420. AIRPORT
 AE1988'MANAGER GENE DAMSCHRODER, PHONE 419-332-8037.  NOTE--THIS STATION WAS
 AE1988'SELECTED AS A (SACS) , AND IS A 1 AND 3/16 INCH SURVEY DISK, SET IN A
 AE1988'DRILL HOLE IN A 0.7 M (2.3 FT) X 0.4 M (1.3 FT) AREA OF EXPOSED
 AE1988'BEDROCK.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 AE1988'STATE HIGHWAY 53 ABOUT 2.0 KM (1.25 MI) WEST OF FREMONT, GO SOUTH, 0.8
 AE1988'KM (0.50 MI) ALONG HIGHWAY 53 TO THE AIRPORT ENTRANCE ON THE LEFT.
 AE1988'TURN LEFT, EAST, 0.09 KM (0.05 MI) TO THE AIRPORT OFFICE ON THE LEFT.
 AE1988'CONTINUE EAST, 0.44 KM (0.25 MI) ALONG TAXI TO THE STATION ON THE
 AE1988'RIGHT.  STATION IS 29.4 M (96.5 FT) NORTH OF THE RUNWAY CENTERLINE,
 AE1988'28.6 M (93.8 FT) WEST OF THE CENTER LEG OF A STOP SIGN, 9.3 M (30.5
 AE1988'FT) SOUTH OF THE TAXI CENTER, AND THE STATION IS 0.2 M (0.7 FT) ABOVE
 AE1988'THE LEVEL OF THE RUNWAY AND PROJECTING 0.1 M (0.3 FT) ABOVE THE GROUND
 AE1988'SURFACE.  NOTE--THIS STATION SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2444 ***********************************************************************
 AB2444  DESIGNATION -  15
 AB2444  PID         -  AB2444
 AB2444  STATE/COUNTY-  OH/ATHENS
 AB2444  USGS QUAD   -  ATHENS (1995)
 AB2444
 AB2444                         *CURRENT SURVEY CONTROL
 AB2444  ___________________________________________________________________
 AB2444* NAD 83(1995)-  39 18 48.88227(N)    082 03 49.41057(W)     ADJUSTED  
 AB2444* NAVD 88     -       283.8    (meters)     931.     (feet)  GPS OBS   
 AB2444  ___________________________________________________________________
 AB2444  X           -     682,286.190 (meters)                     COMP
 AB2444  Y           -  -4,894,209.217 (meters)                     COMP
 AB2444  Z           -   4,019,469.897 (meters)                     COMP
 AB2444  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 AB2444  ELLIP HEIGHT-         249.67  (meters)          (10/07/05) GPS OBS
 AB2444  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AB2444
 AB2444  HORZ ORDER  -  FIRST
 AB2444  ELLP ORDER  -  FOURTH    CLASS I
 AB2444
 AB2444.The horizontal coordinates were established by GPS observations
 AB2444.and adjusted by the National Geodetic Survey in April 1998..
 AB2444
 AB2444.The orthometric height was determined by GPS observations and a
 AB2444.high-resolution geoid model.
 AB2444
 AB2444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2444
 AB2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2444
 AB2444.The ellipsoidal height was determined by GPS observations
 AB2444.and is referenced to NAD 83.
 AB2444
 AB2444.The geoid height was determined by GEOID03.
 AB2444
 AB2444;                    North         East     Units Scale Factor Converg.
 AB2444;SPC OH S     -   145,915.321   637,623.007   MT  0.99993667   +0 16 36.6
 AB2444;UTM  17      - 4,352,115.014   408,297.074   MT  0.99970354   -0 40 26.3
 AB2444
 AB2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2444!SPC OH S     -   0.99996083  x   0.99993667  =   0.99989750
 AB2444!UTM  17      -   0.99996083  x   0.99970354  =   0.99966438
 AB2444
 AB2444                          SUPERSEDED SURVEY CONTROL
 AB2444
 AB2444  ELLIP H (04/01/98)  249.69   (m)                       GP(       ) 4 1
 AB2444  NAD 83(1986)-  39 18 48.88431(N)    082 03 49.41487(W) AD(       ) 1
 AB2444
 AB2444.Superseded values are not recommended for survey control.
 AB2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2444.See file dsdata.txt to determine how the superseded data were derived.
 AB2444
 AB2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0829752115(NAD 83)
 AB2444_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2444_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2444_STAMPING: 15 1995
 AB2444_MARK LOGO: ATHCE 
 AB2444_PROJECTION: FLUSH
 AB2444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2444+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2444_ROD/PIPE-DEPTH: 1    meters
 AB2444
 AB2444  HISTORY     - Date     Condition        Report By
 AB2444  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2444
 AB2444                          STATION DESCRIPTION
 AB2444
 AB2444'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2444'IN ATHENS COUNTY, OHIO, CANAAN TOWNSHIP, STATION IS LOCATED IN
 AB2444'NORTHEAST R/W AT INTERSECTION OF C.R.  90 AND T-133.  SET
 AB2444'APPROXIMATELY 41 FT.NORTH OF A TELEPHONE POLE IN THE NORTHEAST R/W AT
 AB2444'INTERSECTION AND 8.5 FT.NORTHWEST OF AN ELECTRIC SERVICE POLE IN NORTH
 AB2444'R/W OF C.R.  90.  STATION IS FLUSH WITH THE GROUND.  A STATION SKETCH
 AB2444'IS AVAILABLE THROUGH THE ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6891 ***********************************************************************
 AC6891  DESIGNATION -  15
 AC6891  PID         -  AC6891
 AC6891  STATE/COUNTY-  OH/BELMONT
 AC6891  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6891
 AC6891                         *CURRENT SURVEY CONTROL
 AC6891  ___________________________________________________________________
 AC6891* NAD 83(1995)-  40 03 45.17063(N)    080 54 10.84823(W)     ADJUSTED  
 AC6891* NAVD 88     -       357.8    (meters)    1174.     (feet)  GPS OBS   
 AC6891  ___________________________________________________________________
 AC6891  X           -     772,900.033 (meters)                     COMP
 AC6891  Y           -  -4,827,001.748 (meters)                     COMP
 AC6891  Z           -   4,083,511.839 (meters)                     COMP
 AC6891  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AC6891  ELLIP HEIGHT-         324.03  (meters)          (10/07/05) GPS OBS
 AC6891  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AC6891
 AC6891  HORZ ORDER  -  FIRST
 AC6891  ELLP ORDER  -  FOURTH    CLASS II
 AC6891
 AC6891.The horizontal coordinates were established by GPS observations
 AC6891.and adjusted by the National Geodetic Survey in October 2005..
 AC6891
 AC6891.The orthometric height was determined by GPS observations and a
 AC6891.high-resolution geoid model.
 AC6891
 AC6891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6891
 AC6891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6891
 AC6891.The ellipsoidal height was determined by GPS observations
 AC6891.and is referenced to NAD 83.
 AC6891
 AC6891.The geoid height was determined by GEOID03.
 AC6891
 AC6891;                    North         East     Units Scale Factor Converg.
 AC6891;SPC OH S     -   230,182.678   736,242.040   MT  1.00000591   +1 00 47.9
 AC6891;UTM  17      - 4,434,703.911   508,271.189   MT  0.99960084   +0 03 44.7
 AC6891
 AC6891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6891!SPC OH S     -   0.99994917  x   1.00000591  =   0.99995508
 AC6891!UTM  17      -   0.99994917  x   0.99960084  =   0.99955003
 AC6891
 AC6891                          SUPERSEDED SURVEY CONTROL
 AC6891
 AC6891  NAD 83(1995)-  40 03 45.16263(N)    080 54 10.84929(W) AD(       ) 1
 AC6891  NAD 83(1986)-  40 03 45.17499(N)    080 54 10.85593(W) AD(       ) 1
 AC6891
 AC6891.Superseded values are not recommended for survey control.
 AC6891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6891.See file dsdata.txt to determine how the superseded data were derived.
 AC6891
 AC6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0827134704(NAD 83)
 AC6891_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6891_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6891_STAMPING: 15 1996
 AC6891_MARK LOGO: OH7200
 AC6891_PROJECTION: FLUSH
 AC6891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6891+STABILITY: SURFACE MOTION
 AC6891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6891+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6891_ROD/PIPE-DEPTH: 1    meters
 AC6891
 AC6891  HISTORY     - Date     Condition        Report By
 AC6891  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6891
 AC6891                          STATION DESCRIPTION
 AC6891
 AC6891'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6891'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6891'STATION IS SET IN THE SOUTHWEST R/W OF MORIETTA ST.  AT THE
 AC6891'INTERSECTION WITH JOELLA DR.  SOUTH OF ST.  CLAIRSVILLE ALONG S.R. 9
 AC6891'(S.  MARIETTA ST.) TO THE TOWN OF HOMESIDE, ABOUT 0.8 MI.  (1.3 KM)
 AC6891'AFTER THE UNDER PASS WITH I-70.  OPPOSITE THE CHURCH OF ST. NAZERENE,
 AC6891'20 FT.  (6.1 M) SOUTHWEST OF A PK SET INTO A POWER POLE, 64 FT.  (19.5
 AC6891'M) NORTH OF A STREET SIGN AND 27 FT (8.2 M) S.  OF A PK SET IN THE
 AC6891'CENTERLINE OF JOELLA DR.  THE STATION IS FLUSH WITH THE GROUND.  A
 AC6891'STATION SKETCH IS AVAILABLE THROUGH THE CITY OF ST. CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6754 ***********************************************************************
 AI6754  DESIGNATION -  15
 AI6754  PID         -  AI6754
 AI6754  STATE/COUNTY-  OH/CLINTON
 AI6754  USGS QUAD   -  CLARKSVILLE (1986)
 AI6754
 AI6754                         *CURRENT SURVEY CONTROL
 AI6754  ___________________________________________________________________
 AI6754* NAD 83(1995)-  39 29 04.30569(N)    083 56 11.02645(W)     ADJUSTED  
 AI6754* NAVD 88     -       306.0    (meters)    1004.     (feet)  GPS OBS   
 AI6754  ___________________________________________________________________
 AI6754  X           -     520,715.919 (meters)                     COMP
 AI6754  Y           -  -4,901,929.524 (meters)                     COMP
 AI6754  Z           -   4,034,151.564 (meters)                     COMP
 AI6754  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 AI6754  ELLIP HEIGHT-         272.94  (meters)          (10/07/05) GPS OBS
 AI6754  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AI6754
 AI6754  HORZ ORDER  -  FIRST
 AI6754  ELLP ORDER  -  THIRD     CLASS II
 AI6754
 AI6754.The horizontal coordinates were established by GPS observations
 AI6754.and adjusted by the National Geodetic Survey in August 2000..
 AI6754
 AI6754.The orthometric height was determined by GPS observations and a
 AI6754.high-resolution geoid model.
 AI6754
 AI6754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6754
 AI6754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6754
 AI6754.The ellipsoidal height was determined by GPS observations
 AI6754.and is referenced to NAD 83.
 AI6754
 AI6754.The geoid height was determined by GEOID03.
 AI6754
 AI6754;                    North         East     Units Scale Factor Converg.
 AI6754;SPC OH S     -   165,785.534   476,436.207   MT  0.99993743   -0 54 41.1
 AI6754;UTM  17      - 4,374,664.564   247,454.206   MT  1.00038533   -1 52 05.3
 AI6754;UTM  16      - 4,375,029.220   763,488.293   MT  1.00045487   +1 56 57.0
 AI6754
 AI6754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6754!SPC OH S     -   0.99995718  x   0.99993743  =   0.99989461
 AI6754!UTM  17      -   0.99995718  x   1.00038533  =   1.00034249
 AI6754!UTM  16      -   0.99995718  x   1.00045487  =   1.00041203
 AI6754
 AI6754|---------------------------------------------------------------------|
 AI6754| PID    Reference Object                     Distance      Geod. Az  |
 AI6754|                                                           dddmmss.s |
 AI6754| AI6784 15A                                 334.963 METERS 20255     |
 AI6754|---------------------------------------------------------------------|
 AI6754
 AI6754                          SUPERSEDED SURVEY CONTROL
 AI6754
 AI6754  ELLIP H (08/02/00)  273.00   (m)                       GP(       ) 3 2
 AI6754
 AI6754.Superseded values are not recommended for survey control.
 AI6754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6754.See file dsdata.txt to determine how the superseded data were derived.
 AI6754
 AI6754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4745474665(NAD 83)
 AI6754_MARKER: DD = SURVEY DISK
 AI6754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6754_STAMPING: GPS 15 2000
 AI6754_MARK LOGO: OH-027
 AI6754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6754+STABILITY: SURFACE MOTION
 AI6754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6754+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6754
 AI6754  HISTORY     - Date     Condition        Report By
 AI6754  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6754
 AI6754                          STATION DESCRIPTION
 AI6754
 AI6754'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6754'THE STATION IS APPROXIMATELY 12.25 MI (19.71 KM) SOUTH OF XENIA, 6.5
 AI6754'MI (10.5 KM) NORTHWEST OF WILMINGTON, AND 6.25 MI (10.06 KM)
 AI6754'NORTH-NORTHEAST OF CLARKSVILLE.  THE STATION IS IN THE NORTHEAST
 AI6754'QUADRANT OF THE INTERSECTION OF STATE ROUTES 73 ANE 380.
 AI6754'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 22/SR 3 AND SR 73
 AI6754'IN WILMINGTON, PROCEED NORTHWEST ALONG SR 73 APPROXIMATELY 6.0 MI (9.7
 AI6754'KM) TO THE INTERSECTION OF SR 73 AND SR 380.  THE STATION WILL BE EAST
 AI6754'OF SR 380 ON THE RIGHT.
 AI6754'THE STATION IS LOCATED APPROXIMATELY 88.8 FT (27.1 M) EAST OF THE
 AI6754'CENTERLINE OF SR 380, 35.4 FT (10.8 M) EAST OF A POWER POLE, AND 32.4
 AI6754'FT (9.9 M) NORTH OF THE CENTERLINE TO SR 73.  THE STATION IS A
 AI6754'STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6754'AND STAMPED--GPS 15 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF
 AI6754'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6810 ***********************************************************************
 AI6810  DESIGNATION -  15
 AI6810  PID         -  AI6810
 AI6810  STATE/COUNTY-  OH/WARREN
 AI6810  USGS QUAD   -  PLEASANT PLAIN (1968)
 AI6810
 AI6810                         *CURRENT SURVEY CONTROL
 AI6810  ___________________________________________________________________
 AI6810* NAD 83(1995)-  39 20 06.69145(N)    083 59 59.33426(W)     ADJUSTED  
 AI6810* NAVD 88     -       287.6    (meters)     944.     (feet)  GPS OBS   
 AI6810  ___________________________________________________________________
 AI6810  X           -     516,388.649 (meters)                     COMP
 AI6810  Y           -  -4,912,957.267 (meters)                     COMP
 AI6810  Z           -   4,021,329.114 (meters)                     COMP
 AI6810  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 AI6810  ELLIP HEIGHT-         254.24  (meters)          (10/07/05) GPS OBS
 AI6810  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AI6810
 AI6810  HORZ ORDER  -  FIRST
 AI6810  ELLP ORDER  -  THIRD     CLASS II
 AI6810
 AI6810.The horizontal coordinates were established by GPS observations
 AI6810.and adjusted by the National Geodetic Survey in August 2000..
 AI6810
 AI6810.The orthometric height was determined by GPS observations and a
 AI6810.high-resolution geoid model.
 AI6810
 AI6810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6810
 AI6810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6810
 AI6810.The ellipsoidal height was determined by GPS observations
 AI6810.and is referenced to NAD 83.
 AI6810
 AI6810.The geoid height was determined by GEOID03.
 AI6810
 AI6810;                    North         East     Units Scale Factor Converg.
 AI6810;SPC OH S     -   149,297.655   470,705.833   MT  0.99993627   -0 57 06.0
 AI6810;UTM  17      - 4,358,266.689   241,447.355   MT  1.00042317   -1 54 09.0
 AI6810;UTM  16      - 4,358,267.748   758,584.529   MT  1.00042337   +1 54 09.9
 AI6810
 AI6810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6810!SPC OH S     -   0.99996011  x   0.99993627  =   0.99989639
 AI6810!UTM  17      -   0.99996011  x   1.00042317  =   1.00038327
 AI6810!UTM  16      -   0.99996011  x   1.00042337  =   1.00038347
 AI6810
 AI6810                          SUPERSEDED SURVEY CONTROL
 AI6810
 AI6810  ELLIP H (08/02/00)  254.27   (m)                       GP(       ) 3 2
 AI6810
 AI6810.Superseded values are not recommended for survey control.
 AI6810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6810.See file dsdata.txt to determine how the superseded data were derived.
 AI6810
 AI6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4144758267(NAD 83)
 AI6810_MARKER: DD = SURVEY DISK
 AI6810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6810_STAMPING: GPS 15 1995
 AI6810_MARK LOGO: OH-165
 AI6810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6810+STABILITY: SURFACE MOTION
 AI6810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6810+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI6810
 AI6810  HISTORY     - Date     Condition        Report By
 AI6810  HISTORY     - 1995     MONUMENTED       WOOLPT
 AI6810
 AI6810                          STATION DESCRIPTION
 AI6810
 AI6810'DESCRIBED BY WOOLPERT CONSULTANTS 1995 (TFM)
 AI6810'THE STATION IS LOCATED APPROXIMATELY 12 MI (19.3 KM) SOUTHWEST OF
 AI6810'WILMINGTON, APPROXIMATELY 5.0 MI (8.0 KM) SOUTH OF CLARKSVILLE,
 AI6810'APPROZIMATELY 3.0 MI (4.8 KM) NORTHWEST OF BLANCHESTER, AND IS ON THE
 AI6810'WEST SIDE OF TEMPLIN ROAD.
 AI6810'TO REACH THE STATION FROM THE MARION TOWNSHIP MEETING HOUSE IN
 AI6810'BLANCHESTER, PROCEED NORTHWESTERLY ALONG MIDDLEBORO ROAD FOR ABOUT 2.5
 AI6810'MI (4.0 KM) TO A ROAD ON THE RIGHT.  PROCEED NORTHEAST ALONG HENRY
 AI6810'PLUMMET ROAD APPROXIMATELY 1.0 MI (1.6 KM) TO A ROAD PROCEEDING
 AI6810'NORTHWEST-SOUTHEAST.  TURN LEFT ON IRWIN ROAD AND PROCEED NORTHWEST
 AI6810'FOR APPROXIMATELY 1.0 MI (1.6 KM) TO THE STATION ON THE LEFT 0.08 MI
 AI6810'(0.13 KM) AFTER THE WARREN/CLINTON COUNTY LINE.
 AI6810'THE STATION IS LOCATED APPROXIMATELY 57.42 FT (17.50 M) NORTHWEST OF A
 AI6810'REFLECTOR SIGN ON THE NORTHERN SIDE OF TEMPLIN ROAD, 28.35 FT (8.64 M)
 AI6810'SOUTHEAST OF THE SOUTHEASTERN MOST FENCE POST IN A ROW OF THREE FENCE
 AI6810'POSTS, AND 8.20 FT (2.50 M) SOUTHWEST OF THE CENTERLINE OF TEMPLIN
 AI6810'ROAD.  A STANDARD WARREN COUNTY GPS DISK SET IN A ROUND CONCRETE
 AI6810'MONUMENT AND IS STAMPED--GPS 15 1995-- RECESSED 0.2 FT (6.1 CM) BELOW
 AI6810'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2330 ***********************************************************************
 KZ2330  DESIGNATION -  15 0053
 KZ2330  PID         -  KZ2330
 KZ2330  STATE/COUNTY-  OH/DELAWARE
 KZ2330  USGS QUAD   -  OSTRANDER (1988)
 KZ2330
 KZ2330                         *CURRENT SURVEY CONTROL
 KZ2330  ___________________________________________________________________
 KZ2330* NAD 83(1995)-  40 18 56.93094(N)    083 14 56.40574(W)     ADJUSTED  
 KZ2330* NAVD 88     -       287.2    (meters)     942.     (feet)  GPS OBS   
 KZ2330  ___________________________________________________________________
 KZ2330  X           -     572,525.023 (meters)                     COMP
 KZ2330  Y           -  -4,836,517.455 (meters)                     COMP
 KZ2330  Z           -   4,104,950.296 (meters)                     COMP
 KZ2330  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 KZ2330  ELLIP HEIGHT-         253.32  (meters)          (10/07/05) GPS OBS
 KZ2330  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KZ2330
 KZ2330  HORZ ORDER  -  FIRST
 KZ2330  ELLP ORDER  -  FOURTH    CLASS I
 KZ2330
 KZ2330.The horizontal coordinates were established by GPS observations
 KZ2330.and adjusted by the National Geodetic Survey in April 1998..
 KZ2330
 KZ2330.The orthometric height was determined by GPS observations and a
 KZ2330.high-resolution geoid model.
 KZ2330
 KZ2330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2330
 KZ2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2330
 KZ2330.The ellipsoidal height was determined by GPS observations
 KZ2330.and is referenced to NAD 83.
 KZ2330
 KZ2330.The geoid height was determined by GEOID03.
 KZ2330
 KZ2330;                    North         East     Units Scale Factor Converg.
 KZ2330;SPC OH N     -    72,359.721   536,334.714   MT  1.00002459   -0 29 31.4
 KZ2330;UTM  17      - 4,465,237.695   308,905.139   MT  1.00004954   -1 27 20.0
 KZ2330
 KZ2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2330!SPC OH N     -   0.99996026  x   1.00002459  =   0.99998485
 KZ2330!UTM  17      -   0.99996026  x   1.00004954  =   1.00000980
 KZ2330
 KZ2330:                Primary Azimuth Mark                     Grid Az
 KZ2330:SPC OH N     -  15 0054                                  085 39 35.9
 KZ2330:UTM  17      -  15 0054                                  086 37 24.5
 KZ2330
 KZ2330|---------------------------------------------------------------------|
 KZ2330| PID    Reference Object                     Distance      Geod. Az  |
 KZ2330|                                                           dddmmss.s |
 KZ2330| KZ2331 15 0054                             425.818 METERS 0851004.5 |
 KZ2330|---------------------------------------------------------------------|
 KZ2330
 KZ2330                          SUPERSEDED SURVEY CONTROL
 KZ2330
 KZ2330  ELLIP H (04/01/98)  253.34   (m)                       GP(       ) 4 1
 KZ2330  NAD 83(1986)-  40 18 56.93844(N)    083 14 56.41365(W) AD(       ) 1
 KZ2330
 KZ2330.Superseded values are not recommended for survey control.
 KZ2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2330.See file dsdata.txt to determine how the superseded data were derived.
 KZ2330
 KZ2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0890565238(NAD 83)
 KZ2330_MARKER: DE = TRAVERSE STATION DISK
 KZ2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2330_SP_SET: CONCRETE POST
 KZ2330_STAMPING: DELAWARE COUNTY ENGINEER 15-0053 1991
 KZ2330_MARK LOGO: DCE   
 KZ2330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2330+STABILITY: SURFACE MOTION
 KZ2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2330+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2330
 KZ2330  HISTORY     - Date     Condition        Report By
 KZ2330  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2330
 KZ2330                          STATION DESCRIPTION
 KZ2330
 KZ2330'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2330'STATION IS LOCATED ON THE NORTH SIDE OF DEGOOD ROAD, 105.3 FT
 KZ2330'(32.1 M) EAST OF THE UNION AND DELAWARE COUNTY LINE, 2.3 FT (0.7 M)
 KZ2330'NORTH OF NORTH EDGE OF PAVEMENT OF DEGOOD ROAD, 28.5 FT (8.7 M)
 KZ2330'SOUTHEAST OF POLE ON THE NORTH SIDE OF SAID DEGOOD ROAD.
 KZ2330'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2330'S.R. 37 FOR 9.57 MI (15.40 KM) TO BURNT POND ROAD. TURN LEFT ON BURNT
 KZ2330'POND ROAD FOR 1.48 MI (2.38 KM) TO DEGOOD ROAD. TURN RIGHT ON DEGOOD
 KZ2330'ROAD FOR 0.53 MI (0.85 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2331 ***********************************************************************
 KZ2331  DESIGNATION -  15 0054
 KZ2331  PID         -  KZ2331
 KZ2331  STATE/COUNTY-  OH/DELAWARE
 KZ2331  USGS QUAD   -  OSTRANDER (1988)
 KZ2331
 KZ2331                         *CURRENT SURVEY CONTROL
 KZ2331  ___________________________________________________________________
 KZ2331* NAD 83(1995)-  40 18 58.09345(N)    083 14 38.43495(W)     ADJUSTED  
 KZ2331* NAVD 88     -       287.9    (meters)     945.     (feet)  GPS OBS   
 KZ2331  ___________________________________________________________________
 KZ2331  X           -     572,943.736 (meters)                     COMP
 KZ2331  Y           -  -4,836,445.054 (meters)                     COMP
 KZ2331  Z           -   4,104,978.098 (meters)                     COMP
 KZ2331  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 KZ2331  ELLIP HEIGHT-         254.03  (meters)          (10/07/05) GPS OBS
 KZ2331  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KZ2331
 KZ2331  HORZ ORDER  -  FIRST
 KZ2331  ELLP ORDER  -  FOURTH    CLASS I
 KZ2331
 KZ2331.The horizontal coordinates were established by GPS observations
 KZ2331.and adjusted by the National Geodetic Survey in April 1998..
 KZ2331
 KZ2331.The orthometric height was determined by GPS observations and a
 KZ2331.high-resolution geoid model.
 KZ2331
 KZ2331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2331
 KZ2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2331
 KZ2331.The ellipsoidal height was determined by GPS observations
 KZ2331.and is referenced to NAD 83.
 KZ2331
 KZ2331.The geoid height was determined by GEOID03.
 KZ2331
 KZ2331;                    North         East     Units Scale Factor Converg.
 KZ2331;SPC OH N     -    72,391.946   536,759.321   MT  1.00002452   -0 29 19.6
 KZ2331;UTM  17      - 4,465,262.776   309,330.238   MT  1.00004754   -1 27 08.4
 KZ2331
 KZ2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2331!SPC OH N     -   0.99996015  x   1.00002452  =   0.99998467
 KZ2331!UTM  17      -   0.99996015  x   1.00004754  =   1.00000769
 KZ2331
 KZ2331:                Primary Azimuth Mark                     Grid Az
 KZ2331:SPC OH N     -  15 0053                                  265 39 35.7
 KZ2331:UTM  17      -  15 0053                                  266 37 24.5
 KZ2331
 KZ2331|---------------------------------------------------------------------|
 KZ2331| PID    Reference Object                     Distance      Geod. Az  |
 KZ2331|                                                           dddmmss.s |
 KZ2331| KZ2330 15 0053                             425.818 METERS 2651016.1 |
 KZ2331|---------------------------------------------------------------------|
 KZ2331
 KZ2331                          SUPERSEDED SURVEY CONTROL
 KZ2331
 KZ2331  ELLIP H (04/01/98)  254.05   (m)                       GP(       ) 4 1
 KZ2331  NAD 83(1986)-  40 18 58.10096(N)    083 14 38.44287(W) AD(       ) 1
 KZ2331
 KZ2331.Superseded values are not recommended for survey control.
 KZ2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2331.See file dsdata.txt to determine how the superseded data were derived.
 KZ2331
 KZ2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0933065263(NAD 83)
 KZ2331_MARKER: DE = TRAVERSE STATION DISK
 KZ2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2331_SP_SET: CONCRETE POST
 KZ2331_STAMPING: DELAWARE COUNTY ENGINEER 15-0054 1991
 KZ2331_MARK LOGO: DCE   
 KZ2331_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2331+STABILITY: SURFACE MOTION
 KZ2331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2331+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2331
 KZ2331  HISTORY     - Date     Condition        Report By
 KZ2331  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2331
 KZ2331                          STATION DESCRIPTION
 KZ2331
 KZ2331'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2331'STATION IS LOCATED ON THE SOUTH SIDE OF DEGOOD ROAD, 0.25 MI
 KZ2331'(0.40 KM) EAST OF THE UNION AND DELAWARE COUNTY LINE, 4.5 FT (1.4 M)
 KZ2331'SOUTH OF SOUTH EDGE OF PAVEMENT OF DEGOOD ROAD, 121.7 FT (37.1 M)
 KZ2331'SOUTHEAST OF A ONE LANE BRIDGE SIGN ON THE NORTH SIDE OF SAID DEGOOD
 KZ2331'ROAD AND 127.0 FT (38.7 M) SOUTHWEST OF CENTERLINE OF DRIVE AT SOUTH
 KZ2331'EDGE OF SAID DEGOOD ROAD.
 KZ2331'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2331'S.R. 37 FOR 9.57 MI (15.40 KM) TO BURNT POND ROAD. TURN LEFT ON BURNT
 KZ2331'POND ROAD FOR 1.48 MI (2.38 KM) TO DEGOOD ROAD. TURN RIGHT ON DEGOOD
 KZ2331'ROAD FOR 0.30 MI (0.48 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2332 ***********************************************************************
 KZ2332  DESIGNATION -  15 0055
 KZ2332  PID         -  KZ2332
 KZ2332  STATE/COUNTY-  OH/DELAWARE
 KZ2332  USGS QUAD   -  SHAWNEE HILLS (1980)
 KZ2332
 KZ2332                         *CURRENT SURVEY CONTROL
 KZ2332  ___________________________________________________________________
 KZ2332* NAD 83(1995)-  40 14 45.32535(N)    083 14 51.63462(W)     ADJUSTED  
 KZ2332* NAVD 88     -       288.1    (meters)     945.     (feet)  GPS OBS   
 KZ2332  ___________________________________________________________________
 KZ2332  X           -     573,226.970 (meters)                     COMP
 KZ2332  Y           -  -4,841,487.979 (meters)                     COMP
 KZ2332  Z           -   4,099,030.317 (meters)                     COMP
 KZ2332  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 KZ2332  ELLIP HEIGHT-         254.44  (meters)          (10/07/05) GPS OBS
 KZ2332  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KZ2332
 KZ2332  HORZ ORDER  -  FIRST
 KZ2332  ELLP ORDER  -  FOURTH    CLASS I
 KZ2332
 KZ2332.The horizontal coordinates were established by GPS observations
 KZ2332.and adjusted by the National Geodetic Survey in April 1998..
 KZ2332
 KZ2332.The orthometric height was determined by GPS observations and a
 KZ2332.high-resolution geoid model.
 KZ2332
 KZ2332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2332
 KZ2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2332
 KZ2332.The ellipsoidal height was determined by GPS observations
 KZ2332.and is referenced to NAD 83.
 KZ2332
 KZ2332.The geoid height was determined by GEOID03.
 KZ2332
 KZ2332;                    North         East     Units Scale Factor Converg.
 KZ2332;SPC OH N     -    64,598.148   536,380.831   MT  1.00004118   -0 29 28.3
 KZ2332;UTM  17      - 4,457,476.311   308,820.876   MT  1.00004994   -1 27 09.3
 KZ2332
 KZ2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2332!SPC OH N     -   0.99996009  x   1.00004118  =   1.00000126
 KZ2332!UTM  17      -   0.99996009  x   1.00004994  =   1.00001002
 KZ2332
 KZ2332|---------------------------------------------------------------------|
 KZ2332| PID    Reference Object                     Distance      Geod. Az  |
 KZ2332|                                                           dddmmss.s |
 KZ2332| KZ2333 15 0056                             307.949 METERS 35531     |
 KZ2332|---------------------------------------------------------------------|
 KZ2332
 KZ2332                          SUPERSEDED SURVEY CONTROL
 KZ2332
 KZ2332  ELLIP H (04/01/98)  254.46   (m)                       GP(       ) 4 1
 KZ2332  NAD 83(1986)-  40 14 45.33323(N)    083 14 51.64238(W) AD(       ) 1
 KZ2332
 KZ2332.Superseded values are not recommended for survey control.
 KZ2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2332.See file dsdata.txt to determine how the superseded data were derived.
 KZ2332
 KZ2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0882157476(NAD 83)
 KZ2332_MARKER: DE = TRAVERSE STATION DISK
 KZ2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2332_SP_SET: CONCRETE POST
 KZ2332_STAMPING: DELAWARE COUNTY ENGINEER 15-0055 1991
 KZ2332_MARK LOGO: DCE   
 KZ2332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2332+STABILITY: SURFACE MOTION
 KZ2332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2332+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2332
 KZ2332  HISTORY     - Date     Condition        Report By
 KZ2332  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2332
 KZ2332                          STATION DESCRIPTION
 KZ2332
 KZ2332'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2332'STATION IS LOCATED ON THE WEST SIDE OF TAYLOR ROAD, 0.15 MI (0.24 KM)
 KZ2332'NORTH OF COUNTY LINE, 2.2 FT (0.7 M) WEST OF WEST EDGE OF PAVEMENT OF
 KZ2332'SAID TAYLOR ROAD, 52.3 FT (15.9 M) SOUTHWEST OF A MAIL BOX NO. 5706
 KZ2332'ON THE EAST SIDE OF SAID TAYLOR ROAD, 23.2 FT (7.1 M) NORTHEAST OF
 KZ2332'POLE ON THE WEST SIDE OF SAID TAYLOR ROAD AND 43.0 FT (13.1 M) SOUTH
 KZ2332'OF CENTERLINE OF DRIVE TO HOUSE NO. 5706 AT THE WEST SIDE OF SAID
 KZ2332'TAYLOR ROAD.
 KZ2332'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2332'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO U.S. HWY 36. TURN RIGHT ON
 KZ2332'U.S. HWY 36 FOR 9.00 MI (14.48 KM) TO DEAN RD. TURN LEFT ON DEAN RD.
 KZ2332'FOR 0.24 MI (0.39 KM) TO STOVER RD. CONTINUE SOUTHWARDLY ALONG STOVER
 KZ2332'RD. FOR 0.89 MI (1.43 KM) TO LARCOMB RD. TURN RIGHT ON LARCOMB RD.
 KZ2332'FOR 0.89 MI (1.43 KM) TO TAYLOR RD. TURN LEFT ON TAYLOR RD. FOR 0.10
 KZ2332'MI (0.16 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2333 ***********************************************************************
 KZ2333  DESIGNATION -  15 0056
 KZ2333  PID         -  KZ2333
 KZ2333  STATE/COUNTY-  OH/DELAWARE
 KZ2333  USGS QUAD   -  SHAWNEE HILLS (1980)
 KZ2333
 KZ2333                         *CURRENT SURVEY CONTROL
 KZ2333  ___________________________________________________________________
 KZ2333* NAD 83(1995)-  40 14 55.27868(N)    083 14 52.65487(W)     ADJUSTED  
 KZ2333* NAVD 88     -       287.9    (meters)     945.     (feet)  GPS OBS   
 KZ2333  ___________________________________________________________________
 KZ2333  X           -     573,179.682 (meters)                     COMP
 KZ2333  Y           -  -4,841,293.672 (meters)                     COMP
 KZ2333  Z           -   4,099,264.515 (meters)                     COMP
 KZ2333  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 KZ2333  ELLIP HEIGHT-         254.23  (meters)          (10/07/05) GPS OBS
 KZ2333  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KZ2333
 KZ2333  HORZ ORDER  -  FIRST
 KZ2333  ELLP ORDER  -  FOURTH    CLASS I
 KZ2333
 KZ2333.The horizontal coordinates were established by GPS observations
 KZ2333.and adjusted by the National Geodetic Survey in April 1998..
 KZ2333
 KZ2333.The orthometric height was determined by GPS observations and a
 KZ2333.high-resolution geoid model.
 KZ2333
 KZ2333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2333
 KZ2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2333
 KZ2333.The ellipsoidal height was determined by GPS observations
 KZ2333.and is referenced to NAD 83.
 KZ2333
 KZ2333.The geoid height was determined by GEOID03.
 KZ2333
 KZ2333;                    North         East     Units Scale Factor Converg.
 KZ2333;SPC OH N     -    64,905.359   536,359.350   MT  1.00004049   -0 29 28.9
 KZ2333;UTM  17      - 4,457,783.843   308,804.553   MT  1.00005002   -1 27 10.3
 KZ2333
 KZ2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2333!SPC OH N     -   0.99996012  x   1.00004049  =   1.00000061
 KZ2333!UTM  17      -   0.99996012  x   1.00005002  =   1.00001014
 KZ2333
 KZ2333|---------------------------------------------------------------------|
 KZ2333| PID    Reference Object                     Distance      Geod. Az  |
 KZ2333|                                                           dddmmss.s |
 KZ2333| KZ2332 15 0055                             307.949 METERS 17531     |
 KZ2333|---------------------------------------------------------------------|
 KZ2333
 KZ2333                          SUPERSEDED SURVEY CONTROL
 KZ2333
 KZ2333  ELLIP H (04/01/98)  254.24   (m)                       GP(       ) 4 1
 KZ2333  NAD 83(1986)-  40 14 55.28655(N)    083 14 52.66263(W) AD(       ) 1
 KZ2333
 KZ2333.Superseded values are not recommended for survey control.
 KZ2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2333.See file dsdata.txt to determine how the superseded data were derived.
 KZ2333
 KZ2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0880557784(NAD 83)
 KZ2333_MARKER: DE = TRAVERSE STATION DISK
 KZ2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2333_SP_SET: CONCRETE POST
 KZ2333_STAMPING: DELAWARE COUNTY ENGINEER 15-0056 1991
 KZ2333_MARK LOGO: DCE   
 KZ2333_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2333+STABILITY: SURFACE MOTION
 KZ2333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2333+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2333
 KZ2333  HISTORY     - Date     Condition        Report By
 KZ2333  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2333
 KZ2333                          STATION DESCRIPTION
 KZ2333
 KZ2333'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2333'STATION IS LOCATED ON THE EAST SIDE OF TAYLOR ROAD, 0.10 MI (0.16 KM)
 KZ2333'SOUTH OF LARCOMB ROAD AND 0.35 MI (0.56 KM) NORTH OF DELAWARE AND
 KZ2333'UNION COUNTY LINE, 3.3 FT (1.0 M) EAST OF EAST EDGE OF PAVEMENT OF
 KZ2333'SAID TAYLOR ROAD, 30.7 FT (9.4 M) SOUTHEAST OF SOUTH POST OF TWO ON
 KZ2333'WEST SIDE OF SAID TAYLOR ROAD AND 41.8 FT (12.7 M) SOUTH OF A ONE
 KZ2333'LANE BRIDGE AND STOP AHEAD ON THE EAST SIDE OF SAID TAYLOR ROAD.
 KZ2333'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2333'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO U.S. HWY 36. TURN RIGHT ON
 KZ2333'U.S. HWY 36 FOR 9.00 MI (14.48 KM) TO DEAN RD. TURN LEFT ON DEAN RD.
 KZ2333'FOR 0.24 MI (0.39 KM) TO STOVER RD. CONTINUE SOUTHWARDLY ALONG STOVER
 KZ2333'RD. FOR 0.89 MI (1.43 KM) TO LARCOMB RD. TURN RIGHT ON LARCOMB RD.
 KZ2333'FOR 0.89 MI (1.43 KM) TO TAYLOR RD. TURN LEFT ON TAYLOR RD. FOR 0.33
 KZ2333'MI (0.53 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2334 ***********************************************************************
 KZ2334  DESIGNATION -  15 0057
 KZ2334  PID         -  KZ2334
 KZ2334  STATE/COUNTY-  OH/DELAWARE
 KZ2334  USGS QUAD   -  OSTRANDER (1988)
 KZ2334
 KZ2334                         *CURRENT SURVEY CONTROL
 KZ2334  ___________________________________________________________________
 KZ2334* NAD 83(1995)-  40 15 04.15321(N)    083 13 21.87770(W)     ADJUSTED  
 KZ2334* NAVD 88     -       283.5    (meters)     930.     (feet)  GPS OBS   
 KZ2334  ___________________________________________________________________
 KZ2334  X           -     575,289.011 (meters)                     COMP
 KZ2334  Y           -  -4,840,861.971 (meters)                     COMP
 KZ2334  Z           -   4,099,470.592 (meters)                     COMP
 KZ2334  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 KZ2334  ELLIP HEIGHT-         249.82  (meters)          (10/07/05) GPS OBS
 KZ2334  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KZ2334
 KZ2334  HORZ ORDER  -  FIRST
 KZ2334  ELLP ORDER  -  FOURTH    CLASS I
 KZ2334
 KZ2334.The horizontal coordinates were established by GPS observations
 KZ2334.and adjusted by the National Geodetic Survey in April 1998..
 KZ2334
 KZ2334.The orthometric height was determined by GPS observations and a
 KZ2334.high-resolution geoid model.
 KZ2334
 KZ2334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2334
 KZ2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2334
 KZ2334.The ellipsoidal height was determined by GPS observations
 KZ2334.and is referenced to NAD 83.
 KZ2334
 KZ2334.The geoid height was determined by GEOID03.
 KZ2334
 KZ2334;                    North         East     Units Scale Factor Converg.
 KZ2334;SPC OH N     -    65,161.000   538,507.079   MT  1.00003989   -0 28 29.3
 KZ2334;UTM  17      - 4,458,003.402   310,956.280   MT  1.00003994   -1 26 11.9
 KZ2334
 KZ2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2334!SPC OH N     -   0.99996081  x   1.00003989  =   1.00000070
 KZ2334!UTM  17      -   0.99996081  x   1.00003994  =   1.00000075
 KZ2334
 KZ2334:                Primary Azimuth Mark                     Grid Az
 KZ2334:SPC OH N     -  15 0058                                  210 38 46.3
 KZ2334:UTM  17      -  15 0058                                  211 36 28.9
 KZ2334
 KZ2334|---------------------------------------------------------------------|
 KZ2334| PID    Reference Object                     Distance      Geod. Az  |
 KZ2334|                                                           dddmmss.s |
 KZ2334| KZ2335 15 0058                             468.514 METERS 2101017.0 |
 KZ2334|---------------------------------------------------------------------|
 KZ2334
 KZ2334                          SUPERSEDED SURVEY CONTROL
 KZ2334
 KZ2334  ELLIP H (04/01/98)  249.83   (m)                       GP(       ) 4 1
 KZ2334  NAD 83(1986)-  40 15 04.16111(N)    083 13 21.88546(W) AD(       ) 1
 KZ2334
 KZ2334.Superseded values are not recommended for survey control.
 KZ2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2334.See file dsdata.txt to determine how the superseded data were derived.
 KZ2334
 KZ2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1095658003(NAD 83)
 KZ2334_MARKER: DE = TRAVERSE STATION DISK
 KZ2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2334_SP_SET: CONCRETE POST
 KZ2334_STAMPING: DELAWARE COUNTY ENGINEER 15-0057
 KZ2334_MARK LOGO: DCE   
 KZ2334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2334+STABILITY: SURFACE MOTION
 KZ2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2334+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2334
 KZ2334  HISTORY     - Date     Condition        Report By
 KZ2334  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2334
 KZ2334                          STATION DESCRIPTION
 KZ2334
 KZ2334'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2334'STATION IS LOCATED ON THE NORTHWEST SIDE OF MILLS ROAD, 400.0 FT
 KZ2334'(121.9 M) SOUTHWEST OF CENTERLINE DRIVE TO HOUSE NO. 9310 ON THE
 KZ2334'SOUTHEAST SIDE OF SAID MILLS ROAD, 7.5 FT (2.3 M) NORTHWEST OF
 KZ2334'NORTHWEST EDGE OF PAVEMENT OF SAID MILLS ROAD, 131.9 FT (40.2 M)
 KZ2334'SOUTHWEST OF POLE ON THE NORTHWEST SIDE OF SAID MILLS ROAD AND 48.8 FT
 KZ2334'(14.9 M) NORTHWEST OF POLE ON THE SOUTHEAST SIDE OF SAID MILLS ROAD.
 KZ2334'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2334'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO U.S. HWY 36. TURN RIGHT ON
 KZ2334'U.S. HWY 36 FOR 8.19 MI (13.18 KM) TO OSTRANDER RD. TURN LEFT ON
 KZ2334'OSTRANDER RD. FOR 1.62 MI (2.61 KM) TO MILLS RD. TURN RIGHT ON MILLS
 KZ2334'RD. FOR 0.82 MI (1.32 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2335 ***********************************************************************
 KZ2335  DESIGNATION -  15 0058
 KZ2335  PID         -  KZ2335
 KZ2335  STATE/COUNTY-  OH/DELAWARE
 KZ2335  USGS QUAD   -  SHAWNEE HILLS (1980)
 KZ2335
 KZ2335                         *CURRENT SURVEY CONTROL
 KZ2335  ___________________________________________________________________
 KZ2335* NAD 83(1995)-  40 14 51.02124(N)    083 13 31.84060(W)     ADJUSTED  
 KZ2335* NAVD 88     -       279.5    (meters)     917.     (feet)  GPS OBS   
 KZ2335  ___________________________________________________________________
 KZ2335  X           -     575,085.701 (meters)                     COMP
 KZ2335  Y           -  -4,841,146.610 (meters)                     COMP
 KZ2335  Z           -   4,099,158.848 (meters)                     COMP
 KZ2335  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 KZ2335  ELLIP HEIGHT-         245.82  (meters)          (10/07/05) GPS OBS
 KZ2335  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KZ2335
 KZ2335  HORZ ORDER  -  FIRST
 KZ2335  ELLP ORDER  -  FOURTH    CLASS I
 KZ2335
 KZ2335.The horizontal coordinates were established by GPS observations
 KZ2335.and adjusted by the National Geodetic Survey in April 1998..
 KZ2335
 KZ2335.The orthometric height was determined by GPS observations and a
 KZ2335.high-resolution geoid model.
 KZ2335
 KZ2335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2335
 KZ2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2335
 KZ2335.The ellipsoidal height was determined by GPS observations
 KZ2335.and is referenced to NAD 83.
 KZ2335
 KZ2335.The geoid height was determined by GEOID03.
 KZ2335
 KZ2335;                    North         East     Units Scale Factor Converg.
 KZ2335;SPC OH N     -    64,757.906   538,268.251   MT  1.00004079   -0 28 35.8
 KZ2335;UTM  17      - 4,457,604.374   310,710.720   MT  1.00004109   -1 26 17.9
 KZ2335
 KZ2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2335!SPC OH N     -   0.99996144  x   1.00004079  =   1.00000223
 KZ2335!UTM  17      -   0.99996144  x   1.00004109  =   1.00000253
 KZ2335
 KZ2335:                Primary Azimuth Mark                     Grid Az
 KZ2335:SPC OH N     -  15 0057                                  030 38 46.4
 KZ2335:UTM  17      -  15 0057                                  031 36 28.5
 KZ2335
 KZ2335|---------------------------------------------------------------------|
 KZ2335| PID    Reference Object                     Distance      Geod. Az  |
 KZ2335|                                                           dddmmss.s |
 KZ2335| KZ2334 15 0057                             468.514 METERS 0301010.6 |
 KZ2335|---------------------------------------------------------------------|
 KZ2335
 KZ2335                          SUPERSEDED SURVEY CONTROL
 KZ2335
 KZ2335  ELLIP H (04/01/98)  245.83   (m)                       GP(       ) 4 1
 KZ2335  NAD 83(1986)-  40 14 51.02915(N)    083 13 31.84836(W) AD(       ) 1
 KZ2335
 KZ2335.Superseded values are not recommended for survey control.
 KZ2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2335.See file dsdata.txt to determine how the superseded data were derived.
 KZ2335
 KZ2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1071157604(NAD 83)
 KZ2335_MARKER: DE = TRAVERSE STATION DISK
 KZ2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2335_SP_SET: CONCRETE POST
 KZ2335_STAMPING: DELAWARE COUNTY ENGINEER 15-0058 1991
 KZ2335_MARK LOGO: DCE   
 KZ2335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2335+STABILITY: SURFACE MOTION
 KZ2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2335+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2335
 KZ2335  HISTORY     - Date     Condition        Report By
 KZ2335  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2335
 KZ2335                          STATION DESCRIPTION
 KZ2335
 KZ2335'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2335'STATION IS LOCATED ON THE SOUTHEAST SIDE OF MILLS ROAD, 1.20 MI
 KZ2335'(1.93 KM) WEST OF INTERSECTION OF OSTRANDER ROAD AND MILLS ROAD, 9.5
 KZ2335'FT (2.9 M) SOUTHEAST OF CENTERLINE OF SAID MILLS ROAD, 62.5 FT
 KZ2335'(19.1 M) NORTH OF A TELEPHONE POLE ON THE WEST SIDE OF SAID MILLS
 KZ2335'ROAD AND 26.1 FT (8.0 M) SOUTHWEST OF EAST END OF AN 18 IN.  CONC.
 KZ2335'PIPE RUNNING ACROSS MILLS ROAD.
 KZ2335'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2335'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO U.S. HWY 36. TURN RIGHT ON
 KZ2335'U.S. HWY 36 FOR 8.19 MI (13.18 KM) TO OSTRANDER RD. TURN LEFT ON
 KZ2335'OSTRANDER RD. FOR 1.62 MI (2.61 KM) TO MILLS RD. TURN RIGHT ON MILLS
 KZ2335'RD. FOR 1.20 MI (1.93 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2336 ***********************************************************************
 KZ2336  DESIGNATION -  15 0059
 KZ2336  PID         -  KZ2336
 KZ2336  STATE/COUNTY-  OH/DELAWARE
 KZ2336  USGS QUAD   -  OSTRANDER (1988)
 KZ2336
 KZ2336                         *CURRENT SURVEY CONTROL
 KZ2336  ___________________________________________________________________
 KZ2336* NAD 83(1995)-  40 16 34.46886(N)    083 12 16.05138(W)     ADJUSTED  
 KZ2336* NAVD 88     -       287.2    (meters)     942.     (feet)  GPS OBS   
 KZ2336  ___________________________________________________________________
 KZ2336  X           -     576,621.143 (meters)                     COMP
 KZ2336  Y           -  -4,838,892.970 (meters)                     COMP
 KZ2336  Z           -   4,101,598.705 (meters)                     COMP
 KZ2336  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 KZ2336  ELLIP HEIGHT-         253.38  (meters)          (10/07/05) GPS OBS
 KZ2336  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KZ2336
 KZ2336  HORZ ORDER  -  FIRST
 KZ2336  ELLP ORDER  -  FOURTH    CLASS I
 KZ2336
 KZ2336.The horizontal coordinates were established by GPS observations
 KZ2336.and adjusted by the National Geodetic Survey in April 1998..
 KZ2336
 KZ2336.The orthometric height was determined by GPS observations and a
 KZ2336.high-resolution geoid model.
 KZ2336
 KZ2336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2336
 KZ2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2336
 KZ2336.The ellipsoidal height was determined by GPS observations
 KZ2336.and is referenced to NAD 83.
 KZ2336
 KZ2336.The geoid height was determined by GEOID03.
 KZ2336
 KZ2336;                    North         East     Units Scale Factor Converg.
 KZ2336;SPC OH N     -    67,934.011   540,085.289   MT  1.00003380   -0 27 46.1
 KZ2336;UTM  17      - 4,460,749.515   312,580.837   MT  1.00003241   -1 25 31.9
 KZ2336
 KZ2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2336!SPC OH N     -   0.99996025  x   1.00003380  =   0.99999405
 KZ2336!UTM  17      -   0.99996025  x   1.00003241  =   0.99999266
 KZ2336
 KZ2336:                Primary Azimuth Mark                     Grid Az
 KZ2336:SPC OH N     -  15 0060                                  254 18 37.1
 KZ2336:UTM  17      -  15 0060                                  255 16 22.9
 KZ2336
 KZ2336|---------------------------------------------------------------------|
 KZ2336| PID    Reference Object                     Distance      Geod. Az  |
 KZ2336|                                                           dddmmss.s |
 KZ2336| KZ2337 15 0060                             APPROX. 0.9 KM 2535051.0 |
 KZ2336|---------------------------------------------------------------------|
 KZ2336
 KZ2336                          SUPERSEDED SURVEY CONTROL
 KZ2336
 KZ2336  ELLIP H (04/01/98)  253.40   (m)                       GP(       ) 4 1
 KZ2336  NAD 83(1986)-  40 16 34.47674(N)    083 12 16.05915(W) AD(       ) 1
 KZ2336
 KZ2336.Superseded values are not recommended for survey control.
 KZ2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2336.See file dsdata.txt to determine how the superseded data were derived.
 KZ2336
 KZ2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1258160750(NAD 83)
 KZ2336_MARKER: DE = TRAVERSE STATION DISK
 KZ2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2336_SP_SET: CONCRETE POST
 KZ2336_STAMPING: DELAWARE COUNTY ENGINEER 15-0059
 KZ2336_MARK LOGO: DCE   
 KZ2336_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2336+STABILITY: SURFACE MOTION
 KZ2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2336+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2336
 KZ2336  HISTORY     - Date     Condition        Report By
 KZ2336  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2336
 KZ2336                          STATION DESCRIPTION
 KZ2336
 KZ2336'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2336'STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HWY 36, 0.50 MI
 KZ2336'(0.80 KM) EAST OF INTERSECTION OF OSTRANDER ROAD AND U.S. HWY 36,
 KZ2336'14.4 FT (4.4 M) SOUTHWEST OF SOUTH EDGE OF SAID U.S. HWY 36, 28.9 FT
 KZ2336'(8.8 M) SOUTHWESTH OF A MAIL BOX NO. 7801 ON THE SOUTH SIDE OF SAID
 KZ2336'U.S. HWY 36 AND 55.0 FT (16.8 M) SOUTHWEST OF CENTERLINE DRIVE TO
 KZ2336'HOUSE NO. 7801 ON THE SOUTH SIDE OF SAID U.S. HWY 36.
 KZ2336'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2336'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO U.S. HWY 36. TURN RIGHT ON
 KZ2336'U.S. HWY 36 FOR 7.69 MI (12.38 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2337 ***********************************************************************
 KZ2337  DESIGNATION -  15 0060
 KZ2337  PID         -  KZ2337
 KZ2337  STATE/COUNTY-  OH/DELAWARE
 KZ2337  USGS QUAD   -  OSTRANDER (1988)
 KZ2337
 KZ2337                         *CURRENT SURVEY CONTROL
 KZ2337  ___________________________________________________________________
 KZ2337* NAD 83(1995)-  40 16 26.08978(N)    083 12 53.81412(W)     ADJUSTED  
 KZ2337* NAVD 88     -       288.3    (meters)     946.     (feet)  GPS OBS   
 KZ2337  ___________________________________________________________________
 KZ2337  X           -     575,755.074 (meters)                     COMP
 KZ2337  Y           -  -4,839,165.210 (meters)                     COMP
 KZ2337  Z           -   4,101,402.232 (meters)                     COMP
 KZ2337  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 KZ2337  ELLIP HEIGHT-         254.49  (meters)          (10/07/05) GPS OBS
 KZ2337  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KZ2337
 KZ2337  HORZ ORDER  -  FIRST
 KZ2337  ELLP ORDER  -  FOURTH    CLASS I
 KZ2337
 KZ2337.The horizontal coordinates were established by GPS observations
 KZ2337.and adjusted by the National Geodetic Survey in April 1998..
 KZ2337
 KZ2337.The orthometric height was determined by GPS observations and a
 KZ2337.high-resolution geoid model.
 KZ2337
 KZ2337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2337
 KZ2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2337
 KZ2337.The ellipsoidal height was determined by GPS observations
 KZ2337.and is referenced to NAD 83.
 KZ2337
 KZ2337.The geoid height was determined by GEOID03.
 KZ2337
 KZ2337;                    North         East     Units Scale Factor Converg.
 KZ2337;SPC OH N     -    67,682.822   539,191.038   MT  1.00003436   -0 28 10.9
 KZ2337;UTM  17      - 4,460,513.387   311,682.492   MT  1.00003657   -1 25 56.1
 KZ2337
 KZ2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2337!SPC OH N     -   0.99996008  x   1.00003436  =   0.99999444
 KZ2337!UTM  17      -   0.99996008  x   1.00003657  =   0.99999665
 KZ2337
 KZ2337:                Primary Azimuth Mark                     Grid Az
 KZ2337:SPC OH N     -  15 0059                                  074 18 37.5
 KZ2337:UTM  17      -  15 0059                                  075 16 22.7
 KZ2337
 KZ2337|---------------------------------------------------------------------|
 KZ2337| PID    Reference Object                     Distance      Geod. Az  |
 KZ2337|                                                           dddmmss.s |
 KZ2337| KZ2336 15 0059                             APPROX. 0.9 KM 0735026.6 |
 KZ2337|---------------------------------------------------------------------|
 KZ2337
 KZ2337                          SUPERSEDED SURVEY CONTROL
 KZ2337
 KZ2337  ELLIP H (04/01/98)  254.51   (m)                       GP(       ) 4 1
 KZ2337  NAD 83(1986)-  40 16 26.09761(N)    083 12 53.82190(W) AD(       ) 1
 KZ2337
 KZ2337.Superseded values are not recommended for survey control.
 KZ2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2337.See file dsdata.txt to determine how the superseded data were derived.
 KZ2337
 KZ2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1168260513(NAD 83)
 KZ2337_MARKER: DE = TRAVERSE STATION DISK
 KZ2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2337_SP_SET: CONCRETE POST
 KZ2337_STAMPING: DELAWARE COUNTY ENGINEER 15-0060 1991
 KZ2337_MARK LOGO: DCE   
 KZ2337_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2337+STABILITY: SURFACE MOTION
 KZ2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2337+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2337
 KZ2337  HISTORY     - Date     Condition        Report By
 KZ2337  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2337
 KZ2337                          STATION DESCRIPTION
 KZ2337
 KZ2337'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2337'STATION IS LOCATED ON THE NORTHWEST CORNER OF THE INTERSECTION OF U.S.
 KZ2337'HWY 36 AND OSTRANDER ROAD, 38.4 FT (11.7 M) NORTH OF CENTERLINE OF
 KZ2337'U.S. HWY 36, 29.6 FT (9.0 M) SOUTHWEST OF CENTERLINE OF OSTRANDER
 KZ2337'ROAD AND 2.6 FT (0.8 M) NORTHWEST OF A GUARD RAIL ON THE NORTH SIDE
 KZ2337'OF U.S. HWY 36.
 KZ2337'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2337'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO U.S. HWY 36. TURN RIGHT ON
 KZ2337'U.S. HWY 36 FOR 8.19 MI (13.18 KM) TO OSTRANDER ROAD TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1426 ***********************************************************************
 KZ1426  DESIGNATION -  15 5
 KZ1426  PID         -  KZ1426
 KZ1426  STATE/COUNTY-  OH/MARION
 KZ1426  USGS QUAD   -  MONNETT (1970)
 KZ1426
 KZ1426                         *CURRENT SURVEY CONTROL
 KZ1426  ___________________________________________________________________
 KZ1426* NAD 83(1986)-  40 37 48.     (N)    083 01 34.     (W)     SCALED    
 KZ1426* NAVD 88     -       304.279  (meters)     998.29   (feet)  ADJUSTED  
 KZ1426  ___________________________________________________________________
 KZ1426  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KZ1426  DYNAMIC HT  -         304.127 (meters)     997.79  (feet)  COMP
 KZ1426  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 KZ1426
 KZ1426  VERT ORDER  -  SECOND    CLASS 0
 KZ1426
 KZ1426.The horizontal coordinates were scaled from a topographic map and have
 KZ1426.an estimated accuracy of +/- 6 seconds.
 KZ1426
 KZ1426.The orthometric height was determined by differential leveling
 KZ1426.and adjusted by the National Geodetic Survey in June 1991..
 KZ1426
 KZ1426.The geoid height was determined by GEOID03.
 KZ1426
 KZ1426.The dynamic height is computed by dividing the NAVD 88
 KZ1426.geopotential number by the normal gravity value computed on the
 KZ1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1426.degrees latitude (g = 980.6199 gals.).
 KZ1426
 KZ1426.The modeled gravity was interpolated from observed gravity values.
 KZ1426
 KZ1426;                    North         East    Units  Estimated Accuracy
 KZ1426;SPC OH N     -   107,110.      555,490.      MT  (+/- 180 meters Scaled)
 KZ1426
 KZ1426                          SUPERSEDED SURVEY CONTROL
 KZ1426
 KZ1426  NGVD 29 (??/??/92)  304.417  (m)          998.74   (f) ADJ UNCH    2 0
 KZ1426
 KZ1426.Superseded values are not recommended for survey control.
 KZ1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1426.See file dsdata.txt to determine how the superseded data were derived.
 KZ1426
 KZ1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE286996(NAD 83)
 KZ1426_MARKER: DD = SURVEY DISK
 KZ1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1426_STAMPING: 15 S 30 FT SE + 40 FT NE TO U.S. ARMY BDY COR
 KZ1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1426+STABILITY: SURFACE MOTION
 KZ1426
 KZ1426  HISTORY     - Date     Condition        Report By
 KZ1426  HISTORY     - UNK      MONUMENTED       TPC
 KZ1426  HISTORY     - 1960     GOOD             NGS
 KZ1426
 KZ1426                          STATION DESCRIPTION
 KZ1426
 KZ1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ1426'7 MI NE FROM MARION.
 KZ1426'ABOUT 6.2 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE
 KZ1426'STATION AT MARION, THENCE ABOUT 0.85 MILE NORTH ALONG HIGHWAY 98,
 KZ1426'AT THE JUNCTION OF BLACK TOP ROAD 167 LEADING WEST, 30 FEET
 KZ1426'WEST OF THE CENTER LINE OF THE HIGHWAY, 45 1/2 FEET SOUTH OF THE
 KZ1426'CENTER LINE OF CENTER LEG OF JUNCTION OF ROAD 167 LEADING WEST,
 KZ1426'80 FEET SOUTH OF AND ACROSS CENTER LEG OF JUNCTION FROM BENCH
 KZ1426'MARK 15 N (U.S.A.R.), 69 FEET NORTH OF POWER LINE POLE 95 FF
 KZ1426'52, 31 FEET EAST-NORTHEAST OF THE CENTER OF A CATCH BASIN, ABOUT
 KZ1426'1/2 FOOT BELOW THE LEVEL OF HIGHWAY 98, AND SET IN TOP OF A
 KZ1426'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3168 ***********************************************************************
 MB3168  DESIGNATION -  15 A
 MB3168  PID         -  MB3168
 MB3168  STATE/COUNTY-  OH/CUYAHOGA
 MB3168  USGS QUAD   -  TWINSBURG (1984)
 MB3168
 MB3168                         *CURRENT SURVEY CONTROL
 MB3168  ___________________________________________________________________
 MB3168* NAD 83(1995)-  41 21 47.70120(N)    081 25 16.39049(W)     ADJUSTED  
 MB3168* NAVD 88     -       322.8    (meters)    1059.     (feet)  VERTCON   
 MB3168  ___________________________________________________________________
 MB3168  X           -     715,153.432 (meters)                     COMP
 MB3168  Y           -  -4,740,605.527 (meters)                     COMP
 MB3168  Z           -   4,192,976.238 (meters)                     COMP
 MB3168  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 MB3168  ELLIP HEIGHT-         288.90  (meters)          (10/07/05) GPS OBS
 MB3168  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB3168
 MB3168  HORZ ORDER  -  SECOND
 MB3168  ELLP ORDER  -  FOURTH    CLASS I
 MB3168
 MB3168.The horizontal coordinates were established by GPS observations
 MB3168.and adjusted by the National Geodetic Survey in April 1998..
 MB3168
 MB3168.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3168
 MB3168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3168
 MB3168.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3168
 MB3168.The ellipsoidal height was determined by GPS observations
 MB3168.and is referenced to NAD 83.
 MB3168
 MB3168.The geoid height was determined by GEOID03.
 MB3168
 MB3168;                    North         East     Units Scale Factor Converg.
 MB3168;SPC OH N     -   188,958.635   690,256.661   MT  0.99995241   +0 42 31.3
 MB3168;UTM  17      - 4,579,168.149   464,769.951   MT  0.99961527   -0 16 42.1
 MB3168
 MB3168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3168!SPC OH N     -   0.99995469  x   0.99995241  =   0.99990710
 MB3168!UTM  17      -   0.99995469  x   0.99961527  =   0.99956997
 MB3168
 MB3168                          SUPERSEDED SURVEY CONTROL
 MB3168
 MB3168  ELLIP H (04/01/98)  288.93   (m)                       GP(       ) 4 1
 MB3168  NAD 83(1986)-  41 21 47.71179(N)    081 25 16.39074(W) AD(       ) 2
 MB3168  NGVD 29 (11/06/91)  323.0    (m)         1060.     (f) GPS OBS        
 MB3168
 MB3168.Superseded values are not recommended for survey control.
 MB3168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3168.See file dsdata.txt to determine how the superseded data were derived.
 MB3168
 MB3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6477079168(NAD 83)
 MB3168_MARKER: I = METAL ROD
 MB3168_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3168_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3168_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3168+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1990
 MB3168
 MB3168  HISTORY     - Date     Condition        Report By
 MB3168  HISTORY     - UNK      MONUMENTED
 MB3168  HISTORY     - 19900414 GOOD             AEROS
 MB3168
 MB3168                          STATION DESCRIPTION
 MB3168
 MB3168'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3168'STATION IS LOCATED IN THE CITY OF SOLON, 1.6 KM (1.00 MI) NORTH OF THE
 MB3168'CUYAHOGA--SUMMIT COUNTY LINE, 2.4 KM (1.50 MI) EAST OF THE
 MB3168'CUYAHOGA--GEAUGA COUNTY LINE, AT THE INTERSECTION OF LIBERTY AND
 MB3168'PETTIBONE ROADS.
 MB3168'TO REACH FROM THE INTERSECTION OF AURORA ROAD AND S.O.M CENTER ROAD,
 MB3168'GO SOUTHEAST FOR 1.94 KM (1.20 MI) ON AURORA ROAD TO ITS INTERSECTION
 MB3168'WITH LIBERTY ROAD.  TURN RIGHT AND GO SOUTH FOR 1.37 KM (0.85 MI) ON
 MB3168'LIBERTY ROAD TO ITS INTERSECTION WITH PETTIBONE ROAD AND THE STATION.
 MB3168'STATION IS AN IRON ROD RECESSED 15 CM BELOW THE ROAD SURFACE ENCASED
 MB3168'IN A SQUARE IRON MONUMENT BOX.  LOCATED 16.24 M (53.3 FT) NORTHEAST OF
 MB3168'A FIRE HYDRANT, 12.7 M (41.7 FT) NORTHEAST OF POWER POLE.310936, 12.77
 MB3168'M (41.9 FT) SOUTHWEST OF POWER POLE.66087.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3169 ***********************************************************************
 MB3169  DESIGNATION -  15 B
 MB3169  PID         -  MB3169
 MB3169  STATE/COUNTY-  OH/CUYAHOGA
 MB3169  USGS QUAD   -  TWINSBURG (1984)
 MB3169
 MB3169                         *CURRENT SURVEY CONTROL
 MB3169  ___________________________________________________________________
 MB3169* NAD 83(1995)-  41 21 26.21385(N)    081 23 30.17703(W)     ADJUSTED  
 MB3169* NAVD 88     -       311.0    (meters)    1020.     (feet)  VERTCON   
 MB3169  ___________________________________________________________________
 MB3169  X           -     717,658.707 (meters)                     COMP
 MB3169  Y           -  -4,740,661.088 (meters)                     COMP
 MB3169  Z           -   4,192,470.953 (meters)                     COMP
 MB3169  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 MB3169  ELLIP HEIGHT-         277.22  (meters)          (10/07/05) GPS OBS
 MB3169  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB3169
 MB3169  HORZ ORDER  -  SECOND
 MB3169  ELLP ORDER  -  FOURTH    CLASS I
 MB3169
 MB3169.The horizontal coordinates were established by GPS observations
 MB3169.and adjusted by the National Geodetic Survey in April 1998..
 MB3169
 MB3169.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3169
 MB3169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3169
 MB3169.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3169
 MB3169.The ellipsoidal height was determined by GPS observations
 MB3169.and is referenced to NAD 83.
 MB3169
 MB3169.The geoid height was determined by GEOID03.
 MB3169
 MB3169;                    North         East     Units Scale Factor Converg.
 MB3169;SPC OH N     -   188,326.781   692,733.397   MT  0.99995188   +0 43 41.1
 MB3169;UTM  17      - 4,578,493.953   467,234.602   MT  0.99961321   -0 15 31.8
 MB3169
 MB3169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3169!SPC OH N     -   0.99995652  x   0.99995188  =   0.99990840
 MB3169!UTM  17      -   0.99995652  x   0.99961321  =   0.99956975
 MB3169
 MB3169                          SUPERSEDED SURVEY CONTROL
 MB3169
 MB3169  ELLIP H (04/01/98)  277.25   (m)                       GP(       ) 4 1
 MB3169  NAD 83(1986)-  41 21 26.22444(N)    081 23 30.17732(W) AD(       ) 2
 MB3169  NGVD 29 (11/06/91)  311.2    (m)         1021.     (f) GPS OBS        
 MB3169
 MB3169.Superseded values are not recommended for survey control.
 MB3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3169.See file dsdata.txt to determine how the superseded data were derived.
 MB3169
 MB3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6723578494(NAD 83)
 MB3169_MARKER: I = METAL ROD
 MB3169_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3169_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3169_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3169+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1990
 MB3169
 MB3169  HISTORY     - Date     Condition        Report By
 MB3169  HISTORY     - UNK      MONUMENTED
 MB3169  HISTORY     - 19900414 GOOD             AEROS
 MB3169
 MB3169                          STATION DESCRIPTION
 MB3169
 MB3169'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3169'THE STATION IS LOCATED 5.3 KM (3.30 MI) SOUTHEAST OF SOLON, AT THE
 MB3169'CUYAHOGA--SUMMIT COUNTY LINE, AT THE INTERSECTION OF SUMMIT STREET AND
 MB3169'AURORA ROAD.
 MB3169'TO REACH FROM THE INTERSECTION OF HIGHWAY 422 EAST AND S.O.M CENTER
 MB3169'ROAD, GO SOUTH FOR 0.9 KM (0.55 MI) ON S.O.M. CENTER ROAD TO AURORA
 MB3169'ROAD.  TURN LEFT AND GO SOUTHEAST FOR 5.0 KM (3.10 MI) ON AURORA ROAD
 MB3169'TO THE COUNTY LINE AND SUMMIT STREET, AND THE STATION.
 MB3169'STATION IS A 2.5 CM DIAMETER IRON ROD RECESSED 37 CM BELOW THE ROAD
 MB3169'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED 16.3 M
 MB3169'(53.5 FT) NORTHEAST OF A FIRE HYDRANT, 13.56 M (44.5 FT) NORTH OF
 MB3169'POWER POLE.336329, AT THE CENTERLINE--CENTERLINE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3170 ***********************************************************************
 MB3170  DESIGNATION -  15 C
 MB3170  PID         -  MB3170
 MB3170  STATE/COUNTY-  OH/CUYAHOGA
 MB3170  USGS QUAD   -  CHAGRIN FALLS (1984)
 MB3170
 MB3170                         *CURRENT SURVEY CONTROL
 MB3170  ___________________________________________________________________
 MB3170* NAD 83(1995)-  41 23 13.44715(N)    081 25 14.43995(W)     ADJUSTED  
 MB3170* NAVD 88     -       307.3    (meters)    1008.     (feet)  VERTCON   
 MB3170  ___________________________________________________________________
 MB3170  X           -     714,935.677 (meters)                     COMP
 MB3170  Y           -  -4,738,858.258 (meters)                     COMP
 MB3170  Z           -   4,194,951.107 (meters)                     COMP
 MB3170  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 MB3170  ELLIP HEIGHT-         273.41  (meters)          (10/07/05) GPS OBS
 MB3170  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB3170
 MB3170  HORZ ORDER  -  FIRST
 MB3170  ELLP ORDER  -  FOURTH    CLASS I
 MB3170
 MB3170.The horizontal coordinates were established by GPS observations
 MB3170.and adjusted by the National Geodetic Survey in April 1998..
 MB3170
 MB3170.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3170
 MB3170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3170
 MB3170.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3170
 MB3170.The ellipsoidal height was determined by GPS observations
 MB3170.and is referenced to NAD 83.
 MB3170
 MB3170.The geoid height was determined by GEOID03.
 MB3170
 MB3170;                    North         East     Units Scale Factor Converg.
 MB3170;SPC OH N     -   191,604.161   690,269.256   MT  0.99995464   +0 42 32.6
 MB3170;UTM  17      - 4,581,812.170   464,828.100   MT  0.99961522   -0 16 41.3
 MB3170
 MB3170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3170!SPC OH N     -   0.99995712  x   0.99995464  =   0.99991176
 MB3170!UTM  17      -   0.99995712  x   0.99961522  =   0.99957235
 MB3170
 MB3170                          SUPERSEDED SURVEY CONTROL
 MB3170
 MB3170  ELLIP H (04/01/98)  273.45   (m)                       GP(       ) 4 1
 MB3170  NAD 83(1986)-  41 23 13.45764(N)    081 25 14.44037(W) AD(       ) 1
 MB3170  NGVD 29 (11/06/91)  307.5    (m)         1009.     (f) GPS OBS        
 MB3170
 MB3170.Superseded values are not recommended for survey control.
 MB3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3170.See file dsdata.txt to determine how the superseded data were derived.
 MB3170
 MB3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6482881812(NAD 83)
 MB3170_MARKER: V = STONE MONUMENT
 MB3170_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MB3170_SP_SET: BURIED IN GROUND
 MB3170_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3170+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1990
 MB3170
 MB3170  HISTORY     - Date     Condition        Report By
 MB3170  HISTORY     - UNK      MONUMENTED
 MB3170  HISTORY     - 19900414 GOOD             AEROS
 MB3170
 MB3170                          STATION DESCRIPTION
 MB3170
 MB3170'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3170'THE STATION IS LOCATED IN THE CITY OF SOLON, 0.16 KM (0.10 MI) SOUTH
 MB3170'OF HIGHWAY 422 ALT., 0.48 KM (0.30 MI) WEST OF THE GEAUGA COUNTY LINE,
 MB3170'AT THE INTERSECTION OF BAINBRIDGE AND LIBERTY ROADS.
 MB3170'TO REACH FROM THE INTERSECTION OF HIGHWAY 422 ALT. AND S.O.M. CENTER
 MB3170'ROAD, GO SOUTH FOR .64 KM (0.40 MI) ON S.O.M. CENTER ROAD TO
 MB3170'BAINBRIDGE ROAD.  TURN LEFT AND GO EAST FOR 1.45 KM (0.90 MI) ON
 MB3170'BAINBRIDGE ROAD TO ITS INTERSECTION WITH LIBERTY ROAD AND THE STATION.
 MB3170'STATION IS A STONE MONUMENT WITH DRILL HOLE RECESSED BELOW THE ROAD
 MB3170'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3170'CENTERLINE--CENTERLINE OF THE INTERSECTION, 13.77 M (45.2 FT)
 MB3170'NORTHEAST OF A TRAFFIC CONTROL BOX POLE, 8.86 M (29.1 FT) NORTHWEST OF
 MB3170'A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3171 ***********************************************************************
 MB3171  DESIGNATION -  15 D
 MB3171  PID         -  MB3171
 MB3171  STATE/COUNTY-  OH/CUYAHOGA
 MB3171  USGS QUAD   -  CHAGRIN FALLS (1984)
 MB3171
 MB3171                         *CURRENT SURVEY CONTROL
 MB3171  ___________________________________________________________________
 MB3171* NAD 83(1995)-  41 23 09.46829(N)    081 23 51.35659(W)     ADJUSTED  
 MB3171* NAVD 88     -       299.1    (meters)     981.     (feet)  VERTCON   
 MB3171  ___________________________________________________________________
 MB3171  X           -     716,855.650 (meters)                     COMP
 MB3171  Y           -  -4,738,644.074 (meters)                     COMP
 MB3171  Z           -   4,194,853.600 (meters)                     COMP
 MB3171  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 MB3171  ELLIP HEIGHT-         265.23  (meters)          (10/07/05) GPS OBS
 MB3171  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB3171
 MB3171  HORZ ORDER  -  SECOND
 MB3171  ELLP ORDER  -  FOURTH    CLASS I
 MB3171
 MB3171.The horizontal coordinates were established by GPS observations
 MB3171.and adjusted by the National Geodetic Survey in April 1998..
 MB3171
 MB3171.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3171
 MB3171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3171
 MB3171.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3171
 MB3171.The ellipsoidal height was determined by GPS observations
 MB3171.and is referenced to NAD 83.
 MB3171
 MB3171.The geoid height was determined by GEOID03.
 MB3171
 MB3171;                    North         East     Units Scale Factor Converg.
 MB3171;SPC OH N     -   191,505.569   692,200.897   MT  0.99995453   +0 43 27.2
 MB3171;UTM  17      - 4,581,680.359   466,757.099   MT  0.99961360   -0 15 46.3
 MB3171
 MB3171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3171!SPC OH N     -   0.99995840  x   0.99995453  =   0.99991293
 MB3171!UTM  17      -   0.99995840  x   0.99961360  =   0.99957202
 MB3171
 MB3171                          SUPERSEDED SURVEY CONTROL
 MB3171
 MB3171  ELLIP H (04/01/98)  265.26   (m)                       GP(       ) 4 1
 MB3171  NAD 83(1986)-  41 23 09.47880(N)    081 23 51.35695(W) AD(       ) 2
 MB3171  NGVD 29 (11/06/91)  299.3    (m)          982.     (f) GPS OBS        
 MB3171
 MB3171.Superseded values are not recommended for survey control.
 MB3171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3171.See file dsdata.txt to determine how the superseded data were derived.
 MB3171
 MB3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6675781680(NAD 83)
 MB3171_MARKER: V = STONE MONUMENT
 MB3171_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MB3171_SP_SET: BURIED IN GROUND
 MB3171_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3171+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1990
 MB3171
 MB3171  HISTORY     - Date     Condition        Report By
 MB3171  HISTORY     - UNK      MONUMENTED
 MB3171  HISTORY     - 19900414 GOOD             AEROS
 MB3171
 MB3171                          STATION DESCRIPTION
 MB3171
 MB3171'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3171'THE STATION IS LOCATED JUST EAST OF THE CITY OF SOLON, 0.32 KM
 MB3171'(0.20 MI) SOUTH OF HIGHWAY 422, 0.48 KM (0.30 MI) WEST OF THE
 MB3171'CUYAHOGA--GEAUGA COUNTY LINE, AT BAINBRIDGE ROAD.
 MB3171'TO REACH FROM THE INTERSECTION OF AURORA ROAD AND BAINBRIDGE ROAD, GO
 MB3171'EAST FOR 3.55 KM (2.20 MI) ON BAINBRIDGE ROAD TO THE STATION.
 MB3171'STATION IS A STONE MONUMENT WITH A BOLT IN CENTER RECESSED 28.5 CM
 MB3171'BELOW THE ROAD SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED
 MB3171'ON THE CENTERLINE OF BAINBRIDGE ROAD, 15.97 M (52.4 FT) SOUTHEAST OF A
 MB3171'FIRE PLUG, 21.09 M (69.2 FT) NORTHEAST OF A POWER POLE, 34.9 M
 MB3171'(114.5 FT) WEST OF POWER POLE.19945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0223 ***********************************************************************
 JZ0223  DESIGNATION -  15 GBG TT
 JZ0223  PID         -  JZ0223
 JZ0223  STATE/COUNTY-  OH/MONTGOMERY
 JZ0223  USGS QUAD   -  TROTWOOD (1992)
 JZ0223
 JZ0223                         *CURRENT SURVEY CONTROL
 JZ0223  ___________________________________________________________________
 JZ0223* NAD 83(1986)-  39 46 32.     (N)    084 19 48.     (W)     SCALED    
 JZ0223* NAVD 88     -       277.205  (meters)     909.46   (feet)  ADJUSTED  
 JZ0223  ___________________________________________________________________
 JZ0223  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JZ0223  DYNAMIC HT  -         277.052 (meters)     908.96  (feet)  COMP
 JZ0223  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 JZ0223
 JZ0223  VERT ORDER  -  SECOND    CLASS 0
 JZ0223
 JZ0223.The horizontal coordinates were scaled from a topographic map and have
 JZ0223.an estimated accuracy of +/- 6 seconds.
 JZ0223
 JZ0223.The orthometric height was determined by differential leveling
 JZ0223.and adjusted by the National Geodetic Survey in June 1991..
 JZ0223
 JZ0223.The geoid height was determined by GEOID03.
 JZ0223
 JZ0223.The dynamic height is computed by dividing the NAVD 88
 JZ0223.geopotential number by the normal gravity value computed on the
 JZ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0223.degrees latitude (g = 980.6199 gals.).
 JZ0223
 JZ0223.The modeled gravity was interpolated from observed gravity values.
 JZ0223
 JZ0223;                    North         East    Units  Estimated Accuracy
 JZ0223;SPC OH S     -   198,700.      443,240.      MT  (+/- 180 meters Scaled)
 JZ0223
 JZ0223                          SUPERSEDED SURVEY CONTROL
 JZ0223
 JZ0223  NGVD 29 (??/??/92)  277.392  (m)          910.08   (f) ADJ UNCH    2 0
 JZ0223
 JZ0223.Superseded values are not recommended for survey control.
 JZ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0223.See file dsdata.txt to determine how the superseded data were derived.
 JZ0223
 JZ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK286062(NAD 83)
 JZ0223_MARKER: DD = SURVEY DISK
 JZ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0223_STAMPING: TT 15 GBG 1946
 JZ0223_MARK LOGO: USGS  
 JZ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0223+STABILITY: SURFACE MOTION
 JZ0223
 JZ0223  HISTORY     - Date     Condition        Report By
 JZ0223  HISTORY     - 1946     MONUMENTED       USGS
 JZ0223  HISTORY     - 1947     GOOD             NGS
 JZ0223  HISTORY     - 20041217 POOR             INDIV
 JZ0223
 JZ0223                          STATION DESCRIPTION
 JZ0223
 JZ0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0223'5 MI NE FROM NEW LEBANON.
 JZ0223'3.0 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0223'NEW LEBANON, THENCE ABOUT 2.05 MILES NORTH ALONG SNYDER ROAD,
 JZ0223'AT THE INTERSECTION OF LEXINGTON ROAD AND AN EAST-WEST CABLE
 JZ0223'TELEPHONE LINE, 37 FEET EAST OF THE CENTER LINE OF SNYDER ROAD,
 JZ0223'23 FEET SOUTH OF THE CENTER LINE OF LEXINGTON ROAD, 3 FEET
 JZ0223'SOUTHEAST OF POWER POLE NO. 65507, 2.5 FEET NORTHWEST OF A
 JZ0223'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST ABOUT LEVEL
 JZ0223'WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ0223'4 INCHES.
 JZ0223
 JZ0223                          STATION RECOVERY (2004)
 JZ0223
 JZ0223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0223'MONUMENT HAS BEEN HIT AND IS TILTED TO SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2989 ***********************************************************************
 JZ2989  DESIGNATION -  15 KILO SW
 JZ2989  PID         -  JZ2989
 JZ2989  STATE/COUNTY-  OH/MONTGOMERY
 JZ2989  USGS QUAD   -  TROTWOOD (1992)
 JZ2989
 JZ2989                         *CURRENT SURVEY CONTROL
 JZ2989  ___________________________________________________________________
 JZ2989* NAD 83(1995)-  39 49 25.80396(N)    084 21 01.32110(W)     ADJUSTED  
 JZ2989* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 JZ2989  ___________________________________________________________________
 JZ2989  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 JZ2989  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JZ2989
 JZ2989  HORZ ORDER  -  THIRD
 JZ2989
 JZ2989.The horizontal coordinates were established by classical geodetic methods
 JZ2989.and adjusted by the National Geodetic Survey in April 1998..
 JZ2989
 JZ2989.The orthometric height was scaled from a topographic map.
 JZ2989
 JZ2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2989
 JZ2989.The geoid height was determined by GEOID03.
 JZ2989
 JZ2989;                    North         East     Units Scale Factor Converg.
 JZ2989;SPC OH S     -   204,096.144   441,601.314   MT  0.99996527   -1 10 26.7
 JZ2989;UTM  16      - 4,411,564.199   726,766.710   MT  1.00023312   +1 41 51.4
 JZ2989
 JZ2989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2989!SPC OH S     -   0.99995911  x   0.99996527  =   0.99992438
 JZ2989!UTM  16      -   0.99995911  x   1.00023312  =   1.00019222
 JZ2989
 JZ2989|---------------------------------------------------------------------|
 JZ2989| PID    Reference Object                     Distance      Geod. Az  |
 JZ2989|                                                           dddmmss.s |
 JZ2989| JZ2983 15 KILO SW ECCENTRIC                122.049 METERS 04600     |
 JZ2989| JZ2997 15 KILO SW CAMERA STATION           335.262 METERS 32516     |
 JZ2989| JZ2991 15 KILO SW ALIGNMENT POINT          320.022 METERS 32516     |
 JZ2989|---------------------------------------------------------------------|
 JZ2989
 JZ2989                          SUPERSEDED SURVEY CONTROL
 JZ2989
 JZ2989  NAD 83(1986)-  39 49 25.81673(N)    084 21 01.32733(W) AD(       ) 3
 JZ2989  NAD 27      -  39 49 25.62800(N)    084 21 01.51700(W) AD(       ) 3
 JZ2989
 JZ2989.Superseded values are not recommended for survey control.
 JZ2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2989.See file dsdata.txt to determine how the superseded data were derived.
 JZ2989
 JZ2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2676711564(NAD 83)
 JZ2989_MARKER: DD = SURVEY DISK
 JZ2989_SETTING: 0 = UNSPECIFIED SETTING
 JZ2989_STAMPING: 15 KILO SW 1953
 JZ2989_MARK LOGO: CGS   
 JZ2989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2989
 JZ2989  HISTORY     - Date     Condition        Report By
 JZ2989  HISTORY     - 1953     MONUMENTED       CGS
 JZ2989
 JZ2989                          STATION DESCRIPTION
 JZ2989
 JZ2989'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 JZ2989'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF ENGLEWOOD,
 JZ2989'2-3/4 MILES SOUTH-SOUTHEAST OF THE VILLAGE OF CLAYTON AND
 JZ2989'ON LAND OWNED BY MR. ROWE. IT IS 428 FEET NORTH OF THE CENTERLINE OF
 JZ2989'A DRIVEWAY, 338 FEET WEST OF THE CENTERLINE OF A NORTH AND
 JZ2989'SOUTH ROAD. THE MARK IS A BRONZE DISK 2 INCHES IN DIAMETER SET IN
 JZ2989'CONCRETE WHICH IS ABOUT 12 INCHES BELOW THE SURFACE OF THE
 JZ2989'GROUND AND STAMPED 15 KILO SW 1953.
 JZ2989'
 JZ2989'NO REFERENCE MARKS WERE SET.
 JZ2989'
 JZ2989'A TRAVERSE CONNECTION WAS MADE FROM 15 KILO SW ECC- TO 15 KILO SW. IT
 JZ2989'IS 122.048 METERS OR 400.42 FEET SOUTHWEST.
 JZ2989'
 JZ2989'A TRAVERSE CONNECTION WAS MADE WITH A 300 FOOT TAPE FROM 15 KILO SW
 JZ2989'TO CAMERA STATION 15 KILO SW. IT IS 1099.94 FEET NORTHWEST.
 JZ2989'
 JZ2989'TO REACH FROM THE TRAFFIC LIGHT IN THE NORTHWEST EDGE OF ENGLEWOOD,
 JZ2989'GO WESTERLY ON US HIGHWAY 40 FOR 3.2 MILES TO A SIDE ROAD
 JZ2989'LEFT, TURN LEFT (SOUTH) ON TALMADGE ROAD FOR 0.7 MILE TO STATE
 JZ2989'HIGHWAY 49 IN CLAYTON, TURN LEFT ON HIGHWAY 49 FOR 0.8 MILE
 JZ2989'TO CROSSROADS, TURN RIGHT (S) ON CRESTWAY ROAD FOR 0.8 MILE TO
 JZ2989'CROSSROADS. CONTINUE STRAIGHT AHEAD (SOUTH) FOR 0.9 MILES TO A
 JZ2989'T-INTERSECTION, TURN RIGHT FOR 0.05 MILE TO A SIDE ROAD LEFT, TURN
 JZ2989'LEFT (SOUTH) FOR 0.55 MILE TO THE STATION ON THE RIGHT AS
 JZ2989'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2991 ***********************************************************************
 JZ2991  DESIGNATION -  15 KILO SW ALIGNMENT POINT
 JZ2991  PID         -  JZ2991
 JZ2991  STATE/COUNTY-  OH/MONTGOMERY
 JZ2991  USGS QUAD   -  TROTWOOD (1992)
 JZ2991
 JZ2991                         *CURRENT SURVEY CONTROL
 JZ2991  ___________________________________________________________________
 JZ2991* NAD 83(1995)-  39 49 34.33121(N)    084 21 08.98837(W)     ADJUSTED  
 JZ2991* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 JZ2991  ___________________________________________________________________
 JZ2991  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 JZ2991  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JZ2991
 JZ2991  HORZ ORDER  -  THIRD
 JZ2991
 JZ2991.The horizontal coordinates were established by classical geodetic methods
 JZ2991.and adjusted by the National Geodetic Survey in April 1998..
 JZ2991
 JZ2991.The orthometric height was scaled from a topographic map.
 JZ2991
 JZ2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2991
 JZ2991.The geoid height was determined by GEOID03.
 JZ2991
 JZ2991;                    North         East     Units Scale Factor Converg.
 JZ2991;SPC OH S     -   204,362.815   441,424.415   MT  0.99996559   -1 10 31.6
 JZ2991;UTM  16      - 4,411,821.741   726,576.623   MT  1.00023206   +1 41 46.8
 JZ2991
 JZ2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2991!SPC OH S     -   0.99995864  x   0.99996559  =   0.99992423
 JZ2991!UTM  16      -   0.99995864  x   1.00023206  =   1.00019069
 JZ2991
 JZ2991                          SUPERSEDED SURVEY CONTROL
 JZ2991
 JZ2991  NAD 83(1986)-  39 49 34.34398(N)    084 21 08.99449(W) AD(       ) 3
 JZ2991  NAD 27      -  39 49 34.15600(N)    084 21 09.18400(W) AD(       ) 3
 JZ2991
 JZ2991.Superseded values are not recommended for survey control.
 JZ2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2991.See file dsdata.txt to determine how the superseded data were derived.
 JZ2991
 JZ2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2657711822(NAD 83)
 JZ2991_MARKER: DD = SURVEY DISK
 JZ2991_SETTING: 0 = UNSPECIFIED SETTING
 JZ2991_STAMPING: ALIGNMENT POINT 15 KILO SW 1953
 JZ2991_MARK LOGO: CGS   
 JZ2991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2991
 JZ2991  HISTORY     - Date     Condition        Report By
 JZ2991  HISTORY     - 1953     MONUMENTED       CGS
 JZ2991
 JZ2991                          STATION DESCRIPTION
 JZ2991
 JZ2991'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 JZ2991'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTH-SOUTHEAST OF THE
 JZ2991'VILLAGE OF CLAYTON, 4-1/2 MILES SOUTHWEST OF ENGLEWOOD
 JZ2991'AND ON LAND OWNED BY MR. ROWE. IT IS 905 FEET WEST OF THE CENTERLINE
 JZ2991'OF A NORTH AND SOUTH ROAD, 420 FEET WEST OF THE WEST BOUNDARY
 JZ2991'OF AN ORCHARD, 312 FEET NORTH OF A FENCE LINE AND 80 FEET SOUTH OF A
 JZ2991'FENCE LINE. THE MARK IS A BRASS RECTANGLE SHAPED PLATE SET IN
 JZ2991'CONCRETE AND A PUNCH HOLE IN THE CENTER OF A CHISELED SQUARE MARKS
 JZ2991'THE STATION. THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE
 JZ2991'OF THE GROUND AND STAMPED ALIGNMENT POINT 15 KILO SW 1953.
 JZ2991'
 JZ2991'A TRAVERSE CONNECTION WAS MADE WITH A 300 FOOT TAPE FROM 15 KILO SW
 JZ2991'TO ALIGNMENT POINT 15 KILO SW. IT IS 1049.94 FEET NORTHWEST.
 JZ2991'
 JZ2991'TO REACH FROM THE TRAFFIC LIGHT IN THE NORTHWEST EDGE OF ENGLEWOOD,
 JZ2991'GO WESTERLY ON US HIGHWAY 40 FOR 3.2 MILES TO TALMADGE ROAD ON
 JZ2991'THE LEFT, TURN LEFT (SOUTH) FOR 0.7 MILE TO STATE HIGHWAY 49 IN
 JZ2991'CLAYTON, TURN LEFT ON HIGHWAY 49 FOR 0.8 MILE TO CROSSROADS,
 JZ2991'TURN RIGHT ON CRESTWAY ROAD FOR 0.8 MILE TO CROSSROADS. CONTINUE
 JZ2991'STRAIGHT AHEAD FOR 0.9 MILE TO A T-INTERSECTION, TURN RIGHT
 JZ2991'(WEST) FOR 0.05 MILE, TURN LEFT (SOUTH) FOR 0.5 MILE TO A FARM HOME
 JZ2991'ON THE LEFT JUST BEFORE REACHING A FARM HOME ON THE RIGHT.
 JZ2991'THE STATION IS 905 FEET WEST OF THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2997 ***********************************************************************
 JZ2997  DESIGNATION -  15 KILO SW CAMERA STATION
 JZ2997  PID         -  JZ2997
 JZ2997  STATE/COUNTY-  OH/MONTGOMERY
 JZ2997  USGS QUAD   -  TROTWOOD (1992)
 JZ2997
 JZ2997                         *CURRENT SURVEY CONTROL
 JZ2997  ___________________________________________________________________
 JZ2997* NAD 83(1995)-  39 49 34.73729(N)    084 21 09.35351(W)     ADJUSTED  
 JZ2997* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 JZ2997  ___________________________________________________________________
 JZ2997  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 JZ2997  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JZ2997
 JZ2997  HORZ ORDER  -  THIRD
 JZ2997
 JZ2997.The horizontal coordinates were established by classical geodetic methods
 JZ2997.and adjusted by the National Geodetic Survey in April 1998..
 JZ2997
 JZ2997.The orthometric height was scaled from a topographic map.
 JZ2997
 JZ2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2997
 JZ2997.The geoid height was determined by GEOID03.
 JZ2997
 JZ2997;                    North         East     Units Scale Factor Converg.
 JZ2997;SPC OH S     -   204,375.514   441,415.991   MT  0.99996560   -1 10 31.8
 JZ2997;UTM  16      - 4,411,834.006   726,567.570   MT  1.00023201   +1 41 46.6
 JZ2997
 JZ2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2997!SPC OH S     -   0.99995864  x   0.99996560  =   0.99992424
 JZ2997!UTM  16      -   0.99995864  x   1.00023201  =   1.00019064
 JZ2997
 JZ2997                          SUPERSEDED SURVEY CONTROL
 JZ2997
 JZ2997  NAD 83(1986)-  39 49 34.75006(N)    084 21 09.35962(W) AD(       ) 3
 JZ2997  NAD 27      -  39 49 34.56200(N)    084 21 09.54900(W) AD(       ) 3
 JZ2997
 JZ2997.Superseded values are not recommended for survey control.
 JZ2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2997.See file dsdata.txt to determine how the superseded data were derived.
 JZ2997
 JZ2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2656811834(NAD 83)
 JZ2997_MARKER: DD = SURVEY DISK
 JZ2997_SETTING: 0 = UNSPECIFIED SETTING
 JZ2997_STAMPING: CAMERA STATION 15 KILO SW 1953
 JZ2997_MARK LOGO: CGS   
 JZ2997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2997
 JZ2997  HISTORY     - Date     Condition        Report By
 JZ2997  HISTORY     - 1953     MONUMENTED       CGS
 JZ2997
 JZ2997                          STATION DESCRIPTION
 JZ2997
 JZ2997'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 JZ2997'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTH-SOUTHEAST OF CLAYTON,
 JZ2997'4-1/2 MILES SOUTHWEST OF ENGLEWOOD AND ON LAND OWNED BY MR.
 JZ2997'ROWE. IT IS 930 FEET WEST OF THE CENTERLINE OF A NORTH AND SOUTH
 JZ2997'ROAD, 446 FEET WEST OF THE WEST EDGE OF AN ORCHARD, 364 FEET
 JZ2997'NORTH OF A FENCE LINE AND 37 FEET SOUTH OF A FENCE LINE. THE MARK IS
 JZ2997'A BRASS RECTANGLE SHAPED PLATE SET IN CONCRETE AND A
 JZ2997'PUNCH HOLE IN THE CENTER OF A CHISELED SQUARE MARKS THE STATION. THE
 JZ2997'MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND
 JZ2997'STAMPED CAMERA STATION 15 KILO SW 1953.
 JZ2997'
 JZ2997'A TRAVERSE CONNECTION WAS MADE WITH A 300 FOOT TAPE FROM 15 KILO SW
 JZ2997'TO CAMERA STATION 15 KILO SW. IT IS 1099.94 FEET NORTHWEST.
 JZ2997'
 JZ2997'TO REACH FROM THE TRAFFIC LIGHT IN THE NORTHWEST EDGE OF ENGLEWOOD,
 JZ2997'GO WESTERLY ON US HIGHWAY 40 FOR 3.2 MILES TO TALMADGE ROAD ON
 JZ2997'THE LEFT, TURN LEFT (SOUTH) FOR 0.7 MILE TO STATE HIGHWAY 49 IN
 JZ2997'CLAYTON, TURN LEFT ON HIGHWAY 49 FOR 0.8 MILE TO CROSSROADS,
 JZ2997'TURN RIGHT (SOUTH) ON CRESTWAY ROAD FOR 0.8 MILE TO CROSSROADS.
 JZ2997'CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO A T-INTERSECTION,
 JZ2997'TURN RIGHT (WEST) FOR 0.05 MILE TO A SIDE ROAD LEFT, TURN LEFT
 JZ2997'(SOUTH) FOR 0.5 MILE TO A FARM HOME ON THE LEFT JUST BEFORE
 JZ2997'REACHING A FARM HOME ON THE RIGHT. THE STATION IS 930 FEET WEST OF
 JZ2997'THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2983 ***********************************************************************
 JZ2983  DESIGNATION -  15 KILO SW ECCENTRIC
 JZ2983  PID         -  JZ2983
 JZ2983  STATE/COUNTY-  OH/MONTGOMERY
 JZ2983  USGS QUAD   -  TROTWOOD (1992)
 JZ2983
 JZ2983                         *CURRENT SURVEY CONTROL
 JZ2983  ___________________________________________________________________
 JZ2983* NAD 83(1995)-  39 49 28.55280(N)    084 20 57.62925(W)     ADJUSTED  
 JZ2983* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 JZ2983  ___________________________________________________________________
 JZ2983  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 JZ2983  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JZ2983
 JZ2983  HORZ ORDER  -  THIRD
 JZ2983
 JZ2983.The horizontal coordinates were established by classical geodetic methods
 JZ2983.and adjusted by the National Geodetic Survey in April 1998..
 JZ2983
 JZ2983.The orthometric height was scaled from a topographic map.
 JZ2983
 JZ2983.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2983
 JZ2983.The geoid height was determined by GEOID03.
 JZ2983
 JZ2983;                    North         East     Units Scale Factor Converg.
 JZ2983;SPC OH S     -   204,179.104   441,690.826   MT  0.99996537   -1 10 24.4
 JZ2983;UTM  16      - 4,411,651.563   726,851.976   MT  1.00023360   +1 41 53.9
 JZ2983
 JZ2983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2983!SPC OH S     -   0.99995911  x   0.99996537  =   0.99992448
 JZ2983!UTM  16      -   0.99995911  x   1.00023360  =   1.00019270
 JZ2983
 JZ2983:                Primary Azimuth Mark                     Grid Az
 JZ2983:SPC OH S     -  15 KILO SW ECC AZ MK                     003 43 25.4
 JZ2983:UTM  16      -  15 KILO SW ECC AZ MK                     000 51 07.1
 JZ2983
 JZ2983|---------------------------------------------------------------------|
 JZ2983| PID    Reference Object                     Distance      Geod. Az  |
 JZ2983|                                                           dddmmss.s |
 JZ2983| CC7694 15 KILO SW ECC AZ MK                               0023301.0 |
 JZ2983| CC7695 15 KILO SW ECC RM 1                  12.016 METERS 03505     |
 JZ2983| CC7696 15 KILO SW ECC RM 2                  12.612 METERS 14130     |
 JZ2983| JZ2989 15 KILO SW                          122.049 METERS 22600     |
 JZ2983|---------------------------------------------------------------------|
 JZ2983
 JZ2983                          SUPERSEDED SURVEY CONTROL
 JZ2983
 JZ2983  NAD 83(1986)-  39 49 28.56554(N)    084 20 57.63548(W) AD(       ) 3
 JZ2983  NAD 27      -  39 49 28.37700(N)    084 20 57.82500(W) AD(       ) 3
 JZ2983
 JZ2983.Superseded values are not recommended for survey control.
 JZ2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2983.See file dsdata.txt to determine how the superseded data were derived.
 JZ2983
 JZ2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2685211652(NAD 83)
 JZ2983_MARKER: DD = SURVEY DISK
 JZ2983_SETTING: 0 = UNSPECIFIED SETTING
 JZ2983
 JZ2983  HISTORY     - Date     Condition        Report By
 JZ2983  HISTORY     - 1953     MONUMENTED       CGS
 JZ2983  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ2983
 JZ2983                          STATION DESCRIPTION
 JZ2983
 JZ2983'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 JZ2983'STATION IS LOCATED ABOUT 3 MILES SOUTH SOUTHEAST OF CLAYTON IN A
 JZ2983'CULTIVATED FIELD ON PROPERTY OF MR. ROWE. STATION IS 26 FEET
 JZ2983'WEST OF FENCE. THE MARK IS A 2 INCH BRONZE DISK SET IN CONCRETE ABOUT
 JZ2983'1 FOOT BELOW THE SURFACE AND THE DISK IS STAMPED 15 KILO SW
 JZ2983'ECC. 1953.
 JZ2983'
 JZ2983'REFERENCE MARK NO. 1 IS 18 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 JZ2983'ROAD AND 1 FOOT WEST OF FENCE. THE MARK IS A 2 INCH BRONZE
 JZ2983'DISK SET IN CONCRETE FLUSH WITH THE GROUND AND THE DISK IS STAMPED 15
 JZ2983'KILO SW ECC NO 1 1953.
 JZ2983'
 JZ2983'REFERENCE MARK NO. 2 IS 18 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 JZ2983'ROAD AND 1 FOOT WEST OF FENCE. THE MARK IS A 2 INCH BRONZE
 JZ2983'DISK SET IN CONCRETE FLUSH WITH THE GROUND AND THE DISK IS STAMPED 15
 JZ2983'KILO SW ECC NO 2 1953.
 JZ2983'
 JZ2983'AZIMUTH MARK IS 19 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 JZ2983'DRIVEWAY, 14 FEET EAST OF THE APPROXIMATE CENTERLINE
 JZ2983'OF ROAD AND 2 FEET SOUTH OF TELEPHONE POLE AND WITNESS POST. THE MARK
 JZ2983'IS A 2 INCH BRONZE DISK SET IN CONCRETE FLUSH WITH THE
 JZ2983'GROUND AND THE DISK IS STAMPED 15 KILO SW ECC 1953.
 JZ2983'
 JZ2983'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 49 AND TALMADGE ROAD
 JZ2983'IN CLAYTON GO SOUTHEASTERLY ON STATE HIGHWAY 49 FOR 0.8 MILE
 JZ2983'TO CROSSROADS. TURN RIGHT ON CRESTWAY ROAD FOR 0.8 MILE TO
 JZ2983'CROSSROADS. CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO T
 JZ2983'INTERSECTION. TURN RIGHT AND GO WEST FOR 0.05 MILE TO T ROAD LEFT.
 JZ2983'TURN LEFT AND GO SOUTH FOR 0.4 MILE TO AZIMUTH MARK ON LEFT
 JZ2983'OR EAST SIDE OF ROAD AS DESCRIBED. CONTINUE SOUTH FOR 0.15 MILE TO
 JZ2983'STATION ON RIGHT OR WEST SIDE OF ROAD AS DESCRIBED.
 JZ2983'
 JZ2983'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JZ2983
 JZ2983                          STATION RECOVERY (1967)
 JZ2983
 JZ2983'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ2983'FOUND REF MKS 1 AND 2 AND AZ. MK. AS DESCRIBED.  SINCE STA WAS IN
 JZ2983'STANDING CORN FIELD, DID NOT DIG FOR IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1427 ***********************************************************************
 KZ1427  DESIGNATION -  15 N
 KZ1427  PID         -  KZ1427
 KZ1427  STATE/COUNTY-  OH/MARION
 KZ1427  USGS QUAD   -  MONNETT (1970)
 KZ1427
 KZ1427                         *CURRENT SURVEY CONTROL
 KZ1427  ___________________________________________________________________
 KZ1427* NAD 83(1986)-  40 37 48.     (N)    083 01 34.     (W)     SCALED    
 KZ1427* NAVD 88     -       304.190  (meters)     998.00   (feet)  ADJUSTED  
 KZ1427  ___________________________________________________________________
 KZ1427  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KZ1427  DYNAMIC HT  -         304.039 (meters)     997.50  (feet)  COMP
 KZ1427  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 KZ1427
 KZ1427  VERT ORDER  -  SECOND    CLASS 0
 KZ1427
 KZ1427.The horizontal coordinates were scaled from a topographic map and have
 KZ1427.an estimated accuracy of +/- 6 seconds.
 KZ1427
 KZ1427.The orthometric height was determined by differential leveling
 KZ1427.and adjusted by the National Geodetic Survey in June 1991..
 KZ1427
 KZ1427.The geoid height was determined by GEOID03.
 KZ1427
 KZ1427.The dynamic height is computed by dividing the NAVD 88
 KZ1427.geopotential number by the normal gravity value computed on the
 KZ1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1427.degrees latitude (g = 980.6199 gals.).
 KZ1427
 KZ1427.The modeled gravity was interpolated from observed gravity values.
 KZ1427
 KZ1427;                    North         East    Units  Estimated Accuracy
 KZ1427;SPC OH N     -   107,110.      555,490.      MT  (+/- 180 meters Scaled)
 KZ1427
 KZ1427                          SUPERSEDED SURVEY CONTROL
 KZ1427
 KZ1427  NGVD 29 (??/??/92)  304.328  (m)          998.45   (f) ADJ UNCH    2 0
 KZ1427
 KZ1427.Superseded values are not recommended for survey control.
 KZ1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1427.See file dsdata.txt to determine how the superseded data were derived.
 KZ1427
 KZ1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE286996(NAD 83)
 KZ1427_MARKER: DD = SURVEY DISK
 KZ1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1427_STAMPING: 15 N 30 FT SE + 40 FT SE TO U.S. ARMY BDY COR
 KZ1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1427+STABILITY: SURFACE MOTION
 KZ1427
 KZ1427  HISTORY     - Date     Condition        Report By
 KZ1427  HISTORY     - UNK      MONUMENTED       TPC
 KZ1427  HISTORY     - 1960     GOOD             NGS
 KZ1427  HISTORY     - 1985     GOOD             USPSQD
 KZ1427
 KZ1427                          STATION DESCRIPTION
 KZ1427
 KZ1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ1427'7 MI NE FROM MARION.
 KZ1427'ABOUT 6.2 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE
 KZ1427'STATION AT MARION, THENCE ABOUT 0.85 MILE NORTH ALONG HIGHWAY
 KZ1427'98, AT THE JUNCTION OF BLACK TOP ROAD 167 LEADING WEST, 30
 KZ1427'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTH
 KZ1427'OF THE CENTER LINE OF CENTER LEG OF JUNCTION OF ROAD 167 LEADING
 KZ1427'WEST, 17 FEET SOUTHEAST OF THE CENTER OF A CONCRETE CATCH
 KZ1427'BASIN, 17 FEET SOUTH OF POWER LINE POLE NO. 95 FF 53, 80 FEET
 KZ1427'NORTH OF BENCH MARK 15 S (U.S.A.R.), AND SET IN TOP OF A CONCRETE
 KZ1427'POST.
 KZ1427
 KZ1427                          STATION RECOVERY (1985)
 KZ1427
 KZ1427'RECOVERY NOTE BY US POWER SQUADRON 1985
 KZ1427'POWER POLE OE 882 SPP 145, 6 1/2 FEET SOUTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3096 ***********************************************************************
 MB3096  DESIGNATION -  1500
 MB3096  PID         -  MB3096
 MB3096  STATE/COUNTY-  OH/GEAUGA
 MB3096  USGS QUAD   -  EAST CLARIDON (1994)
 MB3096
 MB3096                         *CURRENT SURVEY CONTROL
 MB3096  ___________________________________________________________________
 MB3096* NAD 83(1995)-  41 36 25.42875(N)    081 06 55.97067(W)     ADJUSTED  
 MB3096* NAVD 88     -       362.4    (meters)    1189.     (feet)  VERTCON   
 MB3096  ___________________________________________________________________
 MB3096  X           -     737,668.301 (meters)                     COMP
 MB3096  Y           -  -4,719,028.685 (meters)                     COMP
 MB3096  Z           -   4,213,288.733 (meters)                     COMP
 MB3096  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 MB3096  ELLIP HEIGHT-         328.35  (meters)          (10/07/05) GPS OBS
 MB3096  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MB3096
 MB3096  HORZ ORDER  -  FIRST
 MB3096  ELLP ORDER  -  FOURTH    CLASS I
 MB3096
 MB3096.The horizontal coordinates were established by GPS observations
 MB3096.and adjusted by the National Geodetic Survey in April 1998..
 MB3096
 MB3096.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3096
 MB3096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3096
 MB3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3096
 MB3096.The ellipsoidal height was determined by GPS observations
 MB3096.and is referenced to NAD 83.
 MB3096
 MB3096.The geoid height was determined by GEOID03.
 MB3096
 MB3096;                    North         East     Units Scale Factor Converg.
 MB3096;SPC OH N     -   216,394.160   715,399.137   MT  0.99998340   +0 54 34.3
 MB3096;UTM  17      - 4,606,156.884   490,371.993   MT  0.99960114   -0 04 36.2
 MB3096
 MB3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3096!SPC OH N     -   0.99994850  x   0.99998340  =   0.99993190
 MB3096!UTM  17      -   0.99994850  x   0.99960114  =   0.99954966
 MB3096
 MB3096                          SUPERSEDED SURVEY CONTROL
 MB3096
 MB3096  ELLIP H (04/01/98)  328.40   (m)                       GP(       ) 4 1
 MB3096  NAD 83(1986)-  41 36 25.43885(N)    081 06 55.96853(W) AD(       ) 1
 MB3096  NGVD 29 (12/02/91)  362.6    (m)         1190.     (f) GPS OBS        
 MB3096
 MB3096.Superseded values are not recommended for survey control.
 MB3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3096.See file dsdata.txt to determine how the superseded data were derived.
 MB3096
 MB3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9037206157(NAD 83)
 MB3096_MARKER: DE = TRAVERSE STATION DISK
 MB3096_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3096_SP_SET: CONCRETE MONUMENT
 MB3096_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1500
 MB3096_MARK LOGO: OH-055
 MB3096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3096+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3096
 MB3096  HISTORY     - Date     Condition        Report By
 MB3096  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3096
 MB3096                          STATION DESCRIPTION
 MB3096
 MB3096'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3096'STATION IS LOCATED ON THE SOUTH SIDE OF U.S. ROUTE 6.THE STATION IS
 MB3096'LOCATED APPROXIMATELY 12.7 FEET SOUTH OF U.S. ROUTE 6 AND IS
 MB3096'APPROXIMATELY 19.7 FEET NORTHWEST OF POWERPOLE NUMBER 562571. THE
 MB3096'STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK STAMPED 1500
 MB3096'AND IS SET INTO A CONCRETE MONUMENT. TO REACH FROM THE CHARDON COUNTY
 MB3096'POST OFFICEPROCEED EAST ON CENTER FOR .92 MILES TO THE HAMBDEN
 MB3096'TOWNSHIP LINE.PROCEED EAST ON U.S. ROUTE 6 FOR 4.54 MILES TO THE
 MB3096'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3097 ***********************************************************************
 MB3097  DESIGNATION -  1506
 MB3097  PID         -  MB3097
 MB3097  STATE/COUNTY-  OH/GEAUGA
 MB3097  USGS QUAD   -  EAST CLARIDON (1994)
 MB3097
 MB3097                         *CURRENT SURVEY CONTROL
 MB3097  ___________________________________________________________________
 MB3097* NAD 83(1995)-  41 31 55.84092(N)    081 07 14.44963(W)     ADJUSTED  
 MB3097* NAVD 88     -       374.0    (meters)    1227.     (feet)  VERTCON   
 MB3097  ___________________________________________________________________
 MB3097  X           -     738,098.751 (meters)                     COMP
 MB3097  Y           -  -4,724,556.220 (meters)                     COMP
 MB3097  Z           -   4,207,073.685 (meters)                     COMP
 MB3097  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 MB3097  ELLIP HEIGHT-         340.04  (meters)          (10/07/05) GPS OBS
 MB3097  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB3097
 MB3097  HORZ ORDER  -  FIRST
 MB3097  ELLP ORDER  -  FOURTH    CLASS I
 MB3097
 MB3097.The horizontal coordinates were established by GPS observations
 MB3097.and adjusted by the National Geodetic Survey in April 1998..
 MB3097
 MB3097.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3097
 MB3097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3097
 MB3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3097
 MB3097.The ellipsoidal height was determined by GPS observations
 MB3097.and is referenced to NAD 83.
 MB3097
 MB3097.The geoid height was determined by GEOID03.
 MB3097
 MB3097;                    North         East     Units Scale Factor Converg.
 MB3097;SPC OH N     -   208,071.453   715,102.844   MT  0.99997195   +0 54 22.1
 MB3097;UTM  17      - 4,597,843.640   489,932.662   MT  0.99960125   -0 04 48.1
 MB3097
 MB3097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3097!SPC OH N     -   0.99994667  x   0.99997195  =   0.99991862
 MB3097!UTM  17      -   0.99994667  x   0.99960125  =   0.99954794
 MB3097
 MB3097                          SUPERSEDED SURVEY CONTROL
 MB3097
 MB3097  ELLIP H (04/01/98)  340.09   (m)                       GP(       ) 4 1
 MB3097  NAD 83(1986)-  41 31 55.85106(N)    081 07 14.44715(W) AD(       ) 1
 MB3097  NGVD 29 (12/02/91)  374.2    (m)         1228.     (f) GPS OBS        
 MB3097
 MB3097.Superseded values are not recommended for survey control.
 MB3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3097.See file dsdata.txt to determine how the superseded data were derived.
 MB3097
 MB3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8993397844(NAD 83)
 MB3097_MARKER: DE = TRAVERSE STATION DISK
 MB3097_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3097_SP_SET: CONCRETE MONUMENT
 MB3097_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1506
 MB3097_MARK LOGO: OH-055
 MB3097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3097+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3097
 MB3097  HISTORY     - Date     Condition        Report By
 MB3097  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3097
 MB3097                          STATION DESCRIPTION
 MB3097
 MB3097'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3097'STATION IS LOCATED 90.4 FEET WEST OF THE CLARIDON LINE. THE STATION IS
 MB3097'APPROXIMATELY 15 FEET SOUTH OF TEH CENTERLINE OF MAYFIELD ROAD AND IS
 MB3097'APPROXIMATELY 60 FEET NORTHEAST OF POWERPOLE NUMBER 8534271. THE
 MB3097'STATION CONSISTS OF A TWO AND ONE-HALF INCH DISK STAMPED 1506 AND IS
 MB3097'SET INTO A CONCRETE MONUMENT. TO REACH FROM THE CHARDON POST OFFICE
 MB3097'PROCEED WEST ON CENTER STREET FOR .02 MILES TO WASHINGTON STREET.
 MB3097'TURN LEFT ON WASHINGTON STREET AND PROCEED SOUTH FOR .17 MILES TO
 MB3097'WATER STREET. TURN RIGHT ON WATER STREET AND PROCEED EAST FOR .29
 MB3097'MILES TO SOUTH STREET OR RAVENNA ROAD. TURN RIGHT ON RAVENNA ROAD AND
 MB3097'PROCEED SOUTH FOR 3.47 MILES TO MAYFIELD ROAD. TURN RIGHT ON MAYFIELD
 MB3097'ROAD AND PROCEED EAST FOR 7.51 MILES TO MADISON ROAD. TURN RIGHT ON
 MB3097'MADISON ROAD AND PROCEED SOUTH FOR .58 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3098 ***********************************************************************
 MB3098  DESIGNATION -  1511
 MB3098  PID         -  MB3098
 MB3098  STATE/COUNTY-  OH/GEAUGA
 MB3098  USGS QUAD   -  CHARDON (1994)
 MB3098
 MB3098                         *CURRENT SURVEY CONTROL
 MB3098  ___________________________________________________________________
 MB3098* NAD 83(1995)-  41 34 30.06469(N)    081 09 30.59676(W)     ADJUSTED  
 MB3098* NAVD 88     -       375.1    (meters)    1231.     (feet)  VERTCON   
 MB3098  ___________________________________________________________________
 MB3098  X           -     734,495.101 (meters)                     COMP
 MB3098  Y           -  -4,721,924.421 (meters)                     COMP
 MB3098  Z           -   4,210,635.160 (meters)                     COMP
 MB3098  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 MB3098  ELLIP HEIGHT-         341.10  (meters)          (10/07/05) GPS OBS
 MB3098  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MB3098
 MB3098  HORZ ORDER  -  FIRST
 MB3098  ELLP ORDER  -  FOURTH    CLASS I
 MB3098
 MB3098.The horizontal coordinates were established by GPS observations
 MB3098.and adjusted by the National Geodetic Survey in April 1998..
 MB3098
 MB3098.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3098
 MB3098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3098
 MB3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3098
 MB3098.The ellipsoidal height was determined by GPS observations
 MB3098.and is referenced to NAD 83.
 MB3098
 MB3098.The geoid height was determined by GEOID03.
 MB3098
 MB3098;                    North         East     Units Scale Factor Converg.
 MB3098;SPC OH N     -   212,779.546   711,873.987   MT  0.99997829   +0 52 52.7
 MB3098;UTM  17      - 4,602,604.837   486,786.502   MT  0.99960215   -0 06 18.6
 MB3098
 MB3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3098!SPC OH N     -   0.99994650  x   0.99997829  =   0.99992479
 MB3098!UTM  17      -   0.99994650  x   0.99960215  =   0.99954867
 MB3098
 MB3098                          SUPERSEDED SURVEY CONTROL
 MB3098
 MB3098  ELLIP H (04/01/98)  341.15   (m)                       GP(       ) 4 1
 MB3098  NAD 83(1986)-  41 34 30.07475(N)    081 09 30.59471(W) AD(       ) 1
 MB3098  NGVD 29 (12/02/91)  375.3    (m)         1231.     (f) GPS OBS        
 MB3098
 MB3098.Superseded values are not recommended for survey control.
 MB3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3098.See file dsdata.txt to determine how the superseded data were derived.
 MB3098
 MB3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8678702605(NAD 83)
 MB3098_MARKER: DE = TRAVERSE STATION DISK
 MB3098_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3098_SP_SET: CONCRETE MONUMENT
 MB3098_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1511
 MB3098_MARK LOGO: OH-055
 MB3098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3098+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3098
 MB3098  HISTORY     - Date     Condition        Report By
 MB3098  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3098
 MB3098                          STATION DESCRIPTION
 MB3098
 MB3098'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3098'STATION IS LOCATED 56.1 FEET NORTH OF THE CENTERLINE OF CHARDON
 MB3098'WINDSOR ROAD. THE STATION IS APPROXIMATELY 11.4 FEET EAST OF THE
 MB3098'CENTERLINE OF HOLI DALE ROAD AND IS APPROXIMATELY 34.7 FEET NORTHEAST
 MB3098'OF MANHOLE. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS
 MB3098'DISK STAMPED 1511 AND IS SET INTO A CONCRETE MONUMENT. TO REACH FROM
 MB3098'THE CHARDON POST OFFICE PROCEED EAST ON CENTER STREET FOR .92 MILES
 MB3098'TO THE HAMBDEN TOWNSHIP LINE.TURN RIGHT ON GRANT STREET AND PROCEED
 MB3098'SOUTH FOR .19 MILES TO CHARDON WINDSOR ROAD. TURN LEFT ON CHARDON
 MB3098'WINDSOR ROAD AND PROCEED EAST FOR 1.79 MILES TO HOLI DALE DRIVE AND
 MB3098'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3099 ***********************************************************************
 MB3099  DESIGNATION -  1518
 MB3099  PID         -  MB3099
 MB3099  STATE/COUNTY-  OH/GEAUGA
 MB3099  USGS QUAD   -  CHESTERLAND (1994)
 MB3099
 MB3099                         *CURRENT SURVEY CONTROL
 MB3099  ___________________________________________________________________
 MB3099* NAD 83(1995)-  41 36 55.85012(N)    081 17 36.67890(W)     ADJUSTED  
 MB3099* NAVD 88     -       315.5    (meters)    1035.     (feet)  VERTCON   
 MB3099  ___________________________________________________________________
 MB3099  X           -     722,906.663 (meters)                     COMP
 MB3099  Y           -  -4,720,646.495 (meters)                     COMP
 MB3099  Z           -   4,213,959.323 (meters)                     COMP
 MB3099  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 MB3099  ELLIP HEIGHT-         281.42  (meters)          (10/07/05) GPS OBS
 MB3099  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 MB3099
 MB3099  HORZ ORDER  -  FIRST
 MB3099  ELLP ORDER  -  FOURTH    CLASS I
 MB3099
 MB3099.The horizontal coordinates were established by GPS observations
 MB3099.and adjusted by the National Geodetic Survey in April 1998..
 MB3099
 MB3099.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3099
 MB3099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3099
 MB3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3099
 MB3099.The ellipsoidal height was determined by GPS observations
 MB3099.and is referenced to NAD 83.
 MB3099
 MB3099.The geoid height was determined by GEOID03.
 MB3099
 MB3099;                    North         East     Units Scale Factor Converg.
 MB3099;SPC OH N     -   217,112.249   700,552.351   MT  0.99998480   +0 47 33.3
 MB3099;UTM  17      - 4,607,130.211   475,545.418   MT  0.99960736   -0 11 41.8
 MB3099
 MB3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3099!SPC OH N     -   0.99995586  x   0.99998480  =   0.99994066
 MB3099!UTM  17      -   0.99995586  x   0.99960736  =   0.99956324
 MB3099
 MB3099                          SUPERSEDED SURVEY CONTROL
 MB3099
 MB3099  ELLIP H (04/01/98)  281.47   (m)                       GP(       ) 4 1
 MB3099  NAD 83(1986)-  41 36 55.86039(N)    081 17 36.67771(W) AD(       ) 1
 MB3099  NGVD 29 (12/02/91)  315.7    (m)         1036.     (f) GPS OBS        
 MB3099
 MB3099.Superseded values are not recommended for survey control.
 MB3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3099.See file dsdata.txt to determine how the superseded data were derived.
 MB3099
 MB3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7554507130(NAD 83)
 MB3099_MARKER: DE = TRAVERSE STATION DISK
 MB3099_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3099_SP_SET: CONCRETE MONUMENT
 MB3099_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1518
 MB3099_MARK LOGO: OH-055
 MB3099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3099+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3099
 MB3099  HISTORY     - Date     Condition        Report By
 MB3099  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3099
 MB3099                          STATION DESCRIPTION
 MB3099
 MB3099'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3099'STATION IS LOCATED .5 WEST OF THE CHAGRIN RIVER AND IS APPROXIMATELY
 MB3099'8.8 FEET NORTH OF THE CENTERLINE OF MITCHELLS MILL ROAD AND IS
 MB3099'APPROXIMATELY 31.3 FEET SOUTHEAST OF THE MAPLE TREE.THE STATION
 MB3099'CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK STAMPED 1518 AND IS
 MB3099'SET INTO A CONCRETE MONUMENT. TO REACH FROM THE CHARDON POST OFFICE
 MB3099'PROCEED WEST ON CENTER STREET FOR .22 MILES TO CHERRY AVENUE. TURN
 MB3099'LEFT ON CHERRY AVENUE AND PROCEED SOUTH FOR .17 MILES TO WATER STREET
 MB3099'OR CHARDON ROAD. TURN RIGHT ON CHARDON ROAD AND PROCEED WEST FOR 1.56
 MB3099'MILES TO AUBURN ROAD. CONTINUE WEST ON CHARDON ROAD FOR 1.36 MILES TO
 MB3099'KIRTLAND ROAD.TURN RIGHT ON KIRTLAND ROAD AND PROCEED NORTHWEST FOR
 MB3099'1.53 MILES TO HEATH ROAD. TURN RIGHT ON HEATHROAD AND PROCEED NORTH
 MB3099'FOR 1.37 MILES TO MITCHELLS MILL ROAD AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3100 ***********************************************************************
 MB3100  DESIGNATION -  1519
 MB3100  PID         -  MB3100
 MB3100  STATE/COUNTY-  OH/GEAUGA
 MB3100  USGS QUAD   -  BURTON (1966)
 MB3100
 MB3100                         *CURRENT SURVEY CONTROL
 MB3100  ___________________________________________________________________
 MB3100* NAD 83(1995)-  41 27 47.58673(N)    081 13 54.09303(W)     ADJUSTED  
 MB3100* NAVD 88     -       370.0    (meters)    1214.     (feet)  VERTCON   
 MB3100  ___________________________________________________________________
 MB3100  X           -     729,716.587 (meters)                     COMP
 MB3100  Y           -  -4,730,990.127 (meters)                     COMP
 MB3100  Z           -   4,201,334.353 (meters)                     COMP
 MB3100  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 MB3100  ELLIP HEIGHT-         336.03  (meters)          (10/07/05) GPS OBS
 MB3100  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB3100
 MB3100  HORZ ORDER  -  FIRST
 MB3100  ELLP ORDER  -  FOURTH    CLASS I
 MB3100
 MB3100.The horizontal coordinates were established by GPS observations
 MB3100.and adjusted by the National Geodetic Survey in April 1998..
 MB3100
 MB3100.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3100
 MB3100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3100
 MB3100.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3100
 MB3100.The ellipsoidal height was determined by GPS observations
 MB3100.and is referenced to NAD 83.
 MB3100
 MB3100.The geoid height was determined by GEOID03.
 MB3100
 MB3100;                    North         East     Units Scale Factor Converg.
 MB3100;SPC OH N     -   200,273.013   705,951.051   MT  0.99996292   +0 49 59.6
 MB3100;UTM  17      - 4,590,206.692   480,651.357   MT  0.99960461   -0 09 12.3
 MB3100
 MB3100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3100!SPC OH N     -   0.99994730  x   0.99996292  =   0.99991022
 MB3100!UTM  17      -   0.99994730  x   0.99960461  =   0.99955193
 MB3100
 MB3100                          SUPERSEDED SURVEY CONTROL
 MB3100
 MB3100  ELLIP H (04/01/98)  336.10   (m)                       GP(       ) 4 1
 MB3100  NAD 83(1986)-  41 27 47.59636(N)    081 13 54.09112(W) AD(       ) 1
 MB3100  NGVD 29 (12/02/91)  370.1    (m)         1214.     (f) GPS OBS        
 MB3100
 MB3100.Superseded values are not recommended for survey control.
 MB3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3100.See file dsdata.txt to determine how the superseded data were derived.
 MB3100
 MB3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8065190207(NAD 83)
 MB3100_MARKER: DE = TRAVERSE STATION DISK
 MB3100_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3100_SP_SET: CONCRETE MONUMENT
 MB3100_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1519
 MB3100_MARK LOGO: OH-055
 MB3100_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3100+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3100
 MB3100  HISTORY     - Date     Condition        Report By
 MB3100  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3100
 MB3100                          STATION DESCRIPTION
 MB3100
 MB3100'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3100'STATION IS LOCATED APPROXIMATELY 32.5 FEET SOUTH OF THE CENTERLINE OF
 MB3100'KINSMAN ROAD AND IS APPROXIMATELY 175.0 FEET WEST OF THE CENTERLINE
 MB3100'OF ELM DRIVE. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH DISK
 MB3100'STAMPED 1519 AND IS SET INTO A CONCRETE MONUMENT. TO REACH FROM THE
 MB3100'CHARDON POST OFFICE PROCEED WEST ON CENTER STREET FOR .22 MILES TO
 MB3100'CHERRY AVENUE. TURN LEFT ON CHERRY AVENUE AND PROCEED SOUTH FOR .17
 MB3100'MILES TO WATER STREET OR CHARDON ROAD. TURN RIGHT ON CHARDON ROAD AND
 MB3100'PROCEED WEST FOR 1.56 MILES TO AUBURN ROAD. TURN LEFT ON AUBURN ROAD
 MB3100'AND PROCEED SOUTH FOR 8.24 MILES TO KINSMAN ROAD. PROCEED EAST ON
 MB3100'KINSMAN ROAD FOR .5 MILES TO ELM DRIVE AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0782 ***********************************************************************
 JZ0782  DESIGNATION -  152
 JZ0782  PID         -  JZ0782
 JZ0782  STATE/COUNTY-  OH/HAMILTON
 JZ0782  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0782
 JZ0782                         *CURRENT SURVEY CONTROL
 JZ0782  ___________________________________________________________________
 JZ0782* NAD 83(1986)-  39 13 53.     (N)    084 32 54.     (W)     SCALED    
 JZ0782* NAVD 88     -       260.426  (meters)     854.41   (feet)  ADJUSTED  
 JZ0782  ___________________________________________________________________
 JZ0782  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ0782  DYNAMIC HT  -         260.267 (meters)     853.89  (feet)  COMP
 JZ0782  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 JZ0782
 JZ0782  VERT ORDER  -  FIRST     CLASS II
 JZ0782
 JZ0782.The horizontal coordinates were scaled from a topographic map and have
 JZ0782.an estimated accuracy of +/- 6 seconds.
 JZ0782
 JZ0782.The orthometric height was determined by differential leveling
 JZ0782.and adjusted by the National Geodetic Survey in June 1991..
 JZ0782
 JZ0782.The geoid height was determined by GEOID03.
 JZ0782
 JZ0782.The dynamic height is computed by dividing the NAVD 88
 JZ0782.geopotential number by the normal gravity value computed on the
 JZ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0782.degrees latitude (g = 980.6199 gals.).
 JZ0782
 JZ0782.The modeled gravity was interpolated from observed gravity values.
 JZ0782
 JZ0782;                    North         East    Units  Estimated Accuracy
 JZ0782;SPC OH S     -   138,710.      423,170.      MT  (+/- 180 meters Scaled)
 JZ0782
 JZ0782                          SUPERSEDED SURVEY CONTROL
 JZ0782
 JZ0782  NGVD 29 (??/??/92)  260.606  (m)          855.00   (f) ADJ UNCH    1 2
 JZ0782
 JZ0782.Superseded values are not recommended for survey control.
 JZ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0782.See file dsdata.txt to determine how the superseded data were derived.
 JZ0782
 JZ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ116453(NAD 83)
 JZ0782_MARKER: DD = SURVEY DISK
 JZ0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0782_STAMPING: 152
 JZ0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0782+STABILITY: SURFACE MOTION
 JZ0782
 JZ0782  HISTORY     - Date     Condition        Report By
 JZ0782  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0782  HISTORY     - 1947     GOOD             NGS
 JZ0782  HISTORY     - 20041124 GOOD             GEOCAC
 JZ0782
 JZ0782                          STATION DESCRIPTION
 JZ0782
 JZ0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0782'AT MOUNT HEALTHY.
 JZ0782'AT MOUNT HEALTHY, AT THE INTERSECTION OF HAMILTON AVENUE AND KINNEY
 JZ0782'AVENUE, 7.4 FEET EAST OF THE EAST CURB OF HAMILTON AVE., 5 FEET
 JZ0782'SOUTH OF THE SOUTH CURB OF KINNEY AVE., EAST AND ACROSS HAMILTON
 JZ0782'AVENUE FROM THE SECOND NATIONAL BANK BUILDING, ABOUT LEVEL WITH
 JZ0782'THE STREETS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ0782'1 INCH.
 JZ0782
 JZ0782                          STATION RECOVERY (2004)
 JZ0782
 JZ0782'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1812 ***********************************************************************
 MB1812  DESIGNATION -  1523
 MB1812  PID         -  MB1812
 MB1812  STATE/COUNTY-  OH/SUMMIT
 MB1812  USGS QUAD   -  NORTHFIELD (1994)
 MB1812
 MB1812                         *CURRENT SURVEY CONTROL
 MB1812  ___________________________________________________________________
 MB1812* NAD 83(1995)-  41 21 02.11166(N)    081 31 36.38587(W)     ADJUSTED  
 MB1812* NAVD 88     -       318.168  (meters)    1043.86   (feet)  ADJUSTED  
 MB1812  ___________________________________________________________________
 MB1812  X           -     706,555.173 (meters)                     COMP
 MB1812  Y           -  -4,742,830.740 (meters)                     COMP
 MB1812  Z           -   4,191,917.427 (meters)                     COMP
 MB1812  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 MB1812  ELLIP HEIGHT-         284.25  (meters)          (10/07/05) GPS OBS
 MB1812  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 MB1812  DYNAMIC HT  -         318.034 (meters)    1043.42  (feet)  COMP
 MB1812  MODELED GRAV-     980,194.4   (mgal)                       NAVD 88
 MB1812
 MB1812  HORZ ORDER  -  FIRST
 MB1812  VERT ORDER  -  FIRST     CLASS II
 MB1812  ELLP ORDER  -  FOURTH    CLASS I
 MB1812
 MB1812.The horizontal coordinates were established by GPS observations
 MB1812.and adjusted by the National Geodetic Survey in April 1998..
 MB1812
 MB1812.The orthometric height was determined by differential leveling
 MB1812.and adjusted by the National Geodetic Survey in June 1991..
 MB1812
 MB1812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1812
 MB1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1812
 MB1812.The ellipsoidal height was determined by GPS observations
 MB1812.and is referenced to NAD 83.
 MB1812
 MB1812.The geoid height was determined by GEOID03.
 MB1812
 MB1812.The dynamic height is computed by dividing the NAVD 88
 MB1812.geopotential number by the normal gravity value computed on the
 MB1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1812.degrees latitude (g = 980.6199 gals.).
 MB1812
 MB1812.The modeled gravity was interpolated from observed gravity values.
 MB1812
 MB1812;                    North         East     Units Scale Factor Converg.
 MB1812;SPC OH N     -   187,448.451   681,441.494   MT  0.99995130   +0 38 21.7
 MB1812;UTM  17      - 4,577,810.521   455,933.011   MT  0.99962390   -0 20 52.9
 MB1812
 MB1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1812!SPC OH N     -   0.99995542  x   0.99995130  =   0.99990672
 MB1812!UTM  17      -   0.99995542  x   0.99962390  =   0.99957933
 MB1812
 MB1812                          SUPERSEDED SURVEY CONTROL
 MB1812
 MB1812  ELLIP H (04/01/98)  284.31   (m)                       GP(       ) 4 1
 MB1812  NAD 83(1995)-  41 21 02.12108(N)    081 31 36.38659(W) AD(       ) 1
 MB1812  NAD 83(1986)-  41 21 02.12150(N)    081 31 36.38600(W) AD(       ) 1
 MB1812  NGVD 29 (06/03/92)  318.383  (m)         1044.56   (f) ADJUSTED    1 2
 MB1812
 MB1812.Superseded values are not recommended for survey control.
 MB1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1812.See file dsdata.txt to determine how the superseded data were derived.
 MB1812
 MB1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5593377811(NAD 83)
 MB1812_MARKER: DD = SURVEY DISK
 MB1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1812_SP_SET: CONCRETE POST
 MB1812_STAMPING: 1523
 MB1812_MARK LOGO: CRGS  
 MB1812_PROJECTION: RECESSED 30 CENTIMETERS
 MB1812_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1812+STABILITY: SURFACE MOTION
 MB1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1812+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1990
 MB1812
 MB1812  HISTORY     - Date     Condition        Report By
 MB1812  HISTORY     - 1957     MONUMENTED       CRGS
 MB1812  HISTORY     - 1983     GOOD             NGS
 MB1812  HISTORY     - 19900915 GOOD             RDA
 MB1812
 MB1812                          STATION DESCRIPTION
 MB1812
 MB1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1812'IN WALTON HILLS.
 MB1812'IN WALTON HILLS, AT THE NORTHWEST CORNER OF THE INTERSECTION OF STATE
 MB1812'HIGHWAY 8 AND SAGAMORE ROAD AND ACROSS THE HIGHWAY FROM THE NORTHFIELD
 MB1812'PARK RACE TRACK, IN TOP OF A CONCRETE POST AND PROTECTED BY A 9-INCH
 MB1812'CAST IRON BOX WITH A COVER, 10.79 METERS (35.4 FT) WEST OF THE
 MB1812'CENTERLINE OF THE HIGHWAY, 10.45 METERS (34.3 FT) NORTH OF THE
 MB1812'CENTERLINE OF SAGAMORE ROAD, 9.36 METERS (30.7 FT) NORTHEAST OF
 MB1812'UTILITY POLE 629756 WITH A STREET LAMP, 0.91 METER (3.0 FT) NORTH OF A
 MB1812'STREET SIGN POLE.
 MB1812
 MB1812                          STATION RECOVERY (1990)
 MB1812
 MB1812'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 MB1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3101 ***********************************************************************
 MB3101  DESIGNATION -  1523
 MB3101  PID         -  MB3101
 MB3101  STATE/COUNTY-  OH/GEAUGA
 MB3101  USGS QUAD   -  MENTOR (1992)
 MB3101
 MB3101                         *CURRENT SURVEY CONTROL
 MB3101  ___________________________________________________________________
 MB3101* NAD 83(1995)-  41 38 27.31384(N)    081 15 44.10255(W)     ADJUSTED  
 MB3101* NAVD 88     -       341.0    (meters)    1119.     (feet)  GPS OBS   
 MB3101  ___________________________________________________________________
 MB3101  X           -     725,201.134 (meters)                     COMP
 MB3101  Y           -  -4,718,417.214 (meters)                     COMP
 MB3101  Z           -   4,216,085.562 (meters)                     COMP
 MB3101  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 MB3101  ELLIP HEIGHT-         306.89  (meters)          (10/07/05) GPS OBS
 MB3101  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 MB3101
 MB3101  HORZ ORDER  -  FIRST
 MB3101  ELLP ORDER  -  FOURTH    CLASS I
 MB3101
 MB3101.The horizontal coordinates were established by GPS observations
 MB3101.and adjusted by the National Geodetic Survey in April 1998..
 MB3101
 MB3101.The orthometric height was determined by GPS observations and a
 MB3101.high-resolution geoid model.
 MB3101
 MB3101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3101
 MB3101.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3101
 MB3101.The ellipsoidal height was determined by GPS observations
 MB3101.and is referenced to NAD 83.
 MB3101
 MB3101.The geoid height was determined by GEOID03.
 MB3101
 MB3101;                    North         East     Units Scale Factor Converg.
 MB3101;SPC OH N     -   219,970.259   703,118.391   MT  0.99998914   +0 48 47.3
 MB3101;UTM  17      - 4,609,942.504   478,159.336   MT  0.99960587   -0 10 27.3
 MB3101
 MB3101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3101!SPC OH N     -   0.99995187  x   0.99998914  =   0.99994101
 MB3101!UTM  17      -   0.99995187  x   0.99960587  =   0.99955776
 MB3101
 MB3101                          SUPERSEDED SURVEY CONTROL
 MB3101
 MB3101  ELLIP H (04/01/98)  306.94   (m)                       GP(       ) 4 1
 MB3101  NAD 83(1986)-  41 38 27.32389(N)    081 15 44.10134(W) AD(       ) 1
 MB3101  NGVD 29 (12/02/91)  341.3    (m)         1120.     (f) GPS OBS        
 MB3101
 MB3101.Superseded values are not recommended for survey control.
 MB3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3101.See file dsdata.txt to determine how the superseded data were derived.
 MB3101
 MB3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7815909943(NAD 83)
 MB3101_MARKER: DE = TRAVERSE STATION DISK
 MB3101_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3101_SP_SET: PREFAB CONC. BLOCK IN EARTH
 MB3101_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1523
 MB3101_MARK LOGO: OH-055
 MB3101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3101+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1992
 MB3101
 MB3101  HISTORY     - Date     Condition        Report By
 MB3101  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3101  HISTORY     - 19921208 GOOD             HOLDEN
 MB3101
 MB3101                          STATION DESCRIPTION
 MB3101
 MB3101'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3101'STATION IS LOCATED APPROXIMATELY 43.2 FEET SOUTH OF THE CENTERLINE OF
 MB3101'GIRDLED ROAD AND IS APPROXIMATELY 35.8 FEET EAST OF THE CENTERLINE OF
 MB3101'HERMITAGE ROAD. STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS
 MB3101'DISKSTAMPED 1523 AND IS SET INTO A CONCRETE MONUMENT. TO REACH FROM
 MB3101'THE CHARDON POST OFFICE PROCEED WEST ON CENTER STREET FOR 1.33 MILES
 MB3101'TO ROUTE 5.TURN LEFT ON ROUTE 5 AND PROCEED NORTH WEST FOR4.04 MILES
 MB3101'TO LITTLE MOUNTAIN ROAD. TURN RIGHT ON LITTLE MOUNTAIN ROAD AND
 MB3101'PROCEED EAST FOR 1.65 MILES TO THE INTERSECTION OF GIRDLED ROAD AND
 MB3101'HERMITAGE ROAD AND THE MARK.
 MB3101
 MB3101                          STATION RECOVERY (1992)
 MB3101
 MB3101'RECOVERY NOTE BY HOLDEN GPS 1992
 MB3101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0797 ***********************************************************************
 JZ0797  DESIGNATION -  153
 JZ0797  PID         -  JZ0797
 JZ0797  STATE/COUNTY-  OH/HAMILTON
 JZ0797  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0797
 JZ0797                         *CURRENT SURVEY CONTROL
 JZ0797  ___________________________________________________________________
 JZ0797* NAD 83(1986)-  39 14 01.     (N)    084 32 53.     (W)     SCALED    
 JZ0797* NAVD 88     -       256.458  (meters)     841.40   (feet)  ADJUSTED  
 JZ0797  ___________________________________________________________________
 JZ0797  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ0797  DYNAMIC HT  -         256.301 (meters)     840.88  (feet)  COMP
 JZ0797  MODELED GRAV-     980,009.3   (mgal)                       NAVD 88
 JZ0797
 JZ0797  VERT ORDER  -  FIRST     CLASS II
 JZ0797
 JZ0797.The horizontal coordinates were scaled from a topographic map and have
 JZ0797.an estimated accuracy of +/- 6 seconds.
 JZ0797
 JZ0797.The orthometric height was determined by differential leveling
 JZ0797.and adjusted by the National Geodetic Survey in June 1991..
 JZ0797
 JZ0797.The geoid height was determined by GEOID03.
 JZ0797
 JZ0797.The dynamic height is computed by dividing the NAVD 88
 JZ0797.geopotential number by the normal gravity value computed on the
 JZ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0797.degrees latitude (g = 980.6199 gals.).
 JZ0797
 JZ0797.The modeled gravity was interpolated from observed gravity values.
 JZ0797
 JZ0797;                    North         East    Units  Estimated Accuracy
 JZ0797;SPC OH S     -   138,950.      423,200.      MT  (+/- 180 meters Scaled)
 JZ0797
 JZ0797                          SUPERSEDED SURVEY CONTROL
 JZ0797
 JZ0797  NGVD 29 (??/??/92)  256.637  (m)          841.98   (f) ADJ UNCH    1 2
 JZ0797
 JZ0797.Superseded values are not recommended for survey control.
 JZ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0797.See file dsdata.txt to determine how the superseded data were derived.
 JZ0797
 JZ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ116455(NAD 83)
 JZ0797_MARKER: DD = SURVEY DISK
 JZ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0797_STAMPING: 153
 JZ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0797+STABILITY: SURFACE MOTION
 JZ0797
 JZ0797  HISTORY     - Date     Condition        Report By
 JZ0797  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0797  HISTORY     - 1947     GOOD             NGS
 JZ0797  HISTORY     - 20041124 MARK NOT FOUND   GEOCAC
 JZ0797
 JZ0797                          STATION DESCRIPTION
 JZ0797
 JZ0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0797'0.2 MI N FROM MOUNT HEALTHY.
 JZ0797'0.2 MILE NORTH ALONG HAMILTON AVENUE (U.S. HIGHWAY 127) FROM THE
 JZ0797'SECOND NATIONAL BANK AT MOUNT HEALTHY, AT THE INTERSECTION OF
 JZ0797'MC MAKIN AVENUE, 20.2 FEET NORTH OF THE NORTH CURB OF MC MAKIN
 JZ0797'AVENUE, 3.6 FEET EAST OF THE EAST CURB OF HAMILTON AVENUE, 0.6
 JZ0797'FOOT WEST OF THE WEST EDGE OF THE SIDE WALK AND SET IN THE TOP
 JZ0797'OF A CONCRETE POST PROJECTING 2 INCHES.
 JZ0797
 JZ0797                          STATION RECOVERY (2004)
 JZ0797
 JZ0797'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3102 ***********************************************************************
 MB3102  DESIGNATION -  1536
 MB3102  PID         -  MB3102
 MB3102  STATE/COUNTY-  OH/GEAUGA
 MB3102  USGS QUAD   -  CHESTERLAND (1994)
 MB3102
 MB3102                         *CURRENT SURVEY CONTROL
 MB3102  ___________________________________________________________________
 MB3102* NAD 83(1995)-  41 34 09.31176(N)    081 20 52.74513(W)     ADJUSTED  
 MB3102* NAVD 88     -       327.4    (meters)    1074.     (feet)  GPS OBS   
 MB3102  ___________________________________________________________________
 MB3102  X           -     718,933.554 (meters)                     COMP
 MB3102  Y           -  -4,724,712.436 (meters)                     COMP
 MB3102  Z           -   4,210,124.495 (meters)                     COMP
 MB3102  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 MB3102  ELLIP HEIGHT-         293.40  (meters)          (10/07/05) GPS OBS
 MB3102  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MB3102
 MB3102  HORZ ORDER  -  FIRST
 MB3102  ELLP ORDER  -  FOURTH    CLASS I
 MB3102
 MB3102.The horizontal coordinates were established by GPS observations
 MB3102.and adjusted by the National Geodetic Survey in April 1998..
 MB3102
 MB3102.The orthometric height was determined by GPS observations and a
 MB3102.high-resolution geoid model.
 MB3102
 MB3102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3102
 MB3102.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3102
 MB3102.The ellipsoidal height was determined by GPS observations
 MB3102.and is referenced to NAD 83.
 MB3102
 MB3102.The geoid height was determined by GEOID03.
 MB3102
 MB3102;                    North         East     Units Scale Factor Converg.
 MB3102;SPC OH N     -   211,913.463   696,081.350   MT  0.99997741   +0 45 24.5
 MB3102;UTM  17      - 4,602,011.168   470,987.169   MT  0.99961036   -0 13 51.2
 MB3102
 MB3102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3102!SPC OH N     -   0.99995398  x   0.99997741  =   0.99993139
 MB3102!UTM  17      -   0.99995398  x   0.99961036  =   0.99956436
 MB3102
 MB3102                          SUPERSEDED SURVEY CONTROL
 MB3102
 MB3102  ELLIP H (04/01/98)  293.44   (m)                       GP(       ) 4 1
 MB3102  NAD 83(1986)-  41 34 09.32189(N)    081 20 52.74415(W) AD(       ) 1
 MB3102  NGVD 29 (12/02/91)  327.7    (m)         1075.     (f) GPS OBS        
 MB3102
 MB3102.Superseded values are not recommended for survey control.
 MB3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3102.See file dsdata.txt to determine how the superseded data were derived.
 MB3102
 MB3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7098702011(NAD 83)
 MB3102_MARKER: DE = TRAVERSE STATION DISK
 MB3102_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3102_SP_SET: PREFAB CONC. POST IN EARTH
 MB3102_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1536
 MB3102_MARK LOGO: OH-055
 MB3102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3102+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1992
 MB3102
 MB3102  HISTORY     - Date     Condition        Report By
 MB3102  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3102  HISTORY     - 19921208 GOOD             HOLDEN
 MB3102
 MB3102                          STATION DESCRIPTION
 MB3102
 MB3102'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3102'STATION IS LOCATED APPROXIMATELY 11 FEET NORTH OF SHARP LANE AND IS
 MB3102'APPROXIMATELY 93 FEET EAST OF THE CENTERLINE OF CHILICOTHE ROAD.THE
 MB3102'STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK STAMPED 1536
 MB3102'AND IS SET INTO A CONCRETE MONUMENT. TO REACH FROM THE CHARDON POST
 MB3102'OFFICE PROCEED WEST ON CENTER STREET FOR .22 MILES TO CHERRY AVENUE.
 MB3102'TURN LEFT ON CHERRY AVENUE AND PROCEED SOUTH FOR .17 MILES TO WATER
 MB3102'STREET OR CHARDON ROAD. TURN RIGHT ON CHARDON ROAD AND PROCEED WEST
 MB3102'FOR 1.56 MILES TO AUBURN ROAD. TURN LEFT ON AUBURN ROAD AND PROCEED
 MB3102'SOUTH FOR .69 MILES TO THWING ROAD. TURN RIGHT ON THWING ROAD AND
 MB3102'PROCEED WEST FOR 1.27 MILES TO GEM ROAD.PROCEED WEST ON GEM ROAD FOR
 MB3102'2.38 MILES TO THE MARK ON THE NORTH SIDE OF SHARP LANE.
 MB3102
 MB3102                          STATION RECOVERY (1992)
 MB3102
 MB3102'RECOVERY NOTE BY HOLDEN GPS 1992
 MB3102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3103 ***********************************************************************
 MB3103  DESIGNATION -  1545
 MB3103  PID         -  MB3103
 MB3103  STATE/COUNTY-  OH/GEAUGA
 MB3103  USGS QUAD   -  PAINESVILLE (1994)
 MB3103
 MB3103                         *CURRENT SURVEY CONTROL
 MB3103  ___________________________________________________________________
 MB3103* NAD 83(1995)-  41 38 28.91529(N)    081 09 27.07320(W)     ADJUSTED  
 MB3103* NAVD 88     -       348.3    (meters)    1143.     (feet)  VERTCON   
 MB3103  ___________________________________________________________________
 MB3103  X           -     733,820.457 (meters)                     COMP
 MB3103  Y           -  -4,717,056.695 (meters)                     COMP
 MB3103  Z           -   4,216,127.337 (meters)                     COMP
 MB3103  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 MB3103  ELLIP HEIGHT-         314.19  (meters)          (10/07/05) GPS OBS
 MB3103  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 MB3103
 MB3103  HORZ ORDER  -  FIRST
 MB3103  ELLP ORDER  -  FOURTH    CLASS I
 MB3103
 MB3103.The horizontal coordinates were established by GPS observations
 MB3103.and adjusted by the National Geodetic Survey in April 1998..
 MB3103
 MB3103.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3103
 MB3103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3103
 MB3103.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3103
 MB3103.The ellipsoidal height was determined by GPS observations
 MB3103.and is referenced to NAD 83.
 MB3103
 MB3103.The geoid height was determined by GEOID03.
 MB3103
 MB3103;                    North         East     Units Scale Factor Converg.
 MB3103;SPC OH N     -   220,148.726   711,842.183   MT  0.99998922   +0 52 55.0
 MB3103;UTM  17      - 4,609,970.661   486,881.545   MT  0.99960212   -0 06 16.8
 MB3103
 MB3103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3103!SPC OH N     -   0.99995072  x   0.99998922  =   0.99993994
 MB3103!UTM  17      -   0.99995072  x   0.99960212  =   0.99955286
 MB3103
 MB3103                          SUPERSEDED SURVEY CONTROL
 MB3103
 MB3103  ELLIP H (04/01/98)  314.24   (m)                       GP(       ) 4 1
 MB3103  NAD 83(1986)-  41 38 28.92535(N)    081 09 27.07132(W) AD(       ) 1
 MB3103  NGVD 29 (12/02/91)  348.5    (m)         1143.     (f) GPS OBS        
 MB3103
 MB3103.Superseded values are not recommended for survey control.
 MB3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3103.See file dsdata.txt to determine how the superseded data were derived.
 MB3103
 MB3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8688209971(NAD 83)
 MB3103_MARKER: DE = TRAVERSE STATION DISK
 MB3103_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3103_SP_SET: CONCRETE MONUMENT
 MB3103_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1545
 MB3103_MARK LOGO: OH-055
 MB3103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3103+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3103
 MB3103  HISTORY     - Date     Condition        Report By
 MB3103  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3103
 MB3103                          STATION DESCRIPTION
 MB3103
 MB3103'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3103'STATION IS LOCATED APPROXIMATELY 9 FEET SOUTH OF THE CENTERLINE OF
 MB3103'RADCLIFFE ROAD AND IS 84.5 FEET WEST OF THE AYLWORTH CREEK. THE
 MB3103'STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK STAMPED 1545
 MB3103'AND IS SET INTO A CONCRETE MONUMENT. TO REACH FROM THE CHARDON POST
 MB3103'OFFICE PROCEED EAST ON CENTER STREET FOR .19 MILES TO THE HAMBDEN
 MB3103'TOWNSHIP LINE. PROCEED WEST ON CHARDON ROAD FOR 3 MILES TO RBAKEMAN
 MB3103'ROAD. TURN LEFT ON BRAKEMAN ROAD AND PROCEED NORTH FOR 2.4 MILES TO
 MB3103'RADCLIFFE ROAD. TURN LEFT ON RADCLIFFE ROAD AND PROCEED WEST FOR .6
 MB3103'MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2848 ***********************************************************************
 MB2848  DESIGNATION -  155
 MB2848  PID         -  MB2848
 MB2848  STATE/COUNTY-  OH/CUYAHOGA
 MB2848  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB2848
 MB2848                         *CURRENT SURVEY CONTROL
 MB2848  ___________________________________________________________________
 MB2848* NAD 83(1995)-  41 28 40.22667(N)    081 30 09.18843(W)     ADJUSTED  
 MB2848* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 MB2848  ___________________________________________________________________
 MB2848  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 MB2848  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 MB2848
 MB2848  HORZ ORDER  -  SECOND
 MB2848
 MB2848.The horizontal coordinates were established by classical geodetic methods
 MB2848.and adjusted by the National Geodetic Survey in April 1998..
 MB2848
 MB2848.The orthometric height was scaled from a topographic map.
 MB2848
 MB2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2848
 MB2848.The geoid height was determined by GEOID03.
 MB2848
 MB2848;                    North         East     Units Scale Factor Converg.
 MB2848;SPC OH N     -   201,602.920   683,306.686   MT  0.99996472   +0 39 19.0
 MB2848;UTM  17      - 4,591,926.005   458,041.227   MT  0.99962167   -0 19 58.3
 MB2848
 MB2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2848!SPC OH N     -   0.99994749  x   0.99996472  =   0.99991222
 MB2848!UTM  17      -   0.99994749  x   0.99962167  =   0.99956918
 MB2848
 MB2848                          SUPERSEDED SURVEY CONTROL
 MB2848
 MB2848  NAD 83(1995)-  41 28 40.23693(N)    081 30 09.18883(W) AD(       ) 2
 MB2848  NAD 83(1986)-  41 28 40.23801(N)    081 30 09.18919(W) AD(       ) 2
 MB2848  NAD 27      -  41 28 40.04402(N)    081 30 09.74859(W) AD(       ) 2
 MB2848
 MB2848.Superseded values are not recommended for survey control.
 MB2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2848.See file dsdata.txt to determine how the superseded data were derived.
 MB2848
 MB2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5804191926(NAD 83)
 MB2848_MARKER: DD = SURVEY DISK
 MB2848_SETTING: 0 = UNSPECIFIED SETTING
 MB2848_STAMPING: 155
 MB2848_MARK LOGO: CRGS  
 MB2848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2848+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 MB2848
 MB2848  HISTORY     - Date     Condition        Report By
 MB2848  HISTORY     - 1951     MONUMENTED       CGS
 MB2848  HISTORY     - 19940607 MARK NOT FOUND   USPSQD
 MB2848  HISTORY     - 20050918 GOOD             GEOCAC
 MB2848
 MB2848                          STATION DESCRIPTION
 MB2848
 MB2848'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2848'STATION IS LOCATED ABOUT 12 MILES EAST OF CLEVELAND ON THE
 MB2848'SOUTH SIDE OF THE SOUTH LANE OF SHAKER BOULEVARD.  IT IS 20 FEET
 MB2848'SOUTH OF THE CENTER OF SHAKER BOULEVARD SET IN THE GRASSY AREA
 MB2848'BETWEEN SIDEWALK AND CURBING.  THE DISK IS A CLEVELAND REGIONAL
 MB2848'SURVEY DISK SET IN THE TOP OF A 6 INCH CONCRETE POST FLUSH WITH THE
 MB2848'GROUND SURFACE AND COVERED WITHA 3 X 12 INCH CONCRETE SLAB.  THE DISK
 MB2848'IS STAMPED 155.
 MB2848'
 MB2848'CONNECTED TO TRIANGULATION STATION WARRENSVILLE (USLS) 1877 BY
 MB2848'DIRECTION AND TRAVERSE.  THE DISTANCE WAS FOUND TO BE 62.684 METERS
 MB2848'(205.66 FT.).
 MB2848'
 MB2848'CONNECTED TO TRIANGULATION STATION WARRENSVILLE 2 (USLS) BY
 MB2848'DIRECTION AND TRAVERSE.  THE DISTANCE WAS FOUND TO BE 55.978 METERS
 MB2848'(183.66 FT.).
 MB2848'
 MB2848'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 422,
 MB2848'CLEVELAND, GO NORTH ON WARRENSVILLE ROAD FOR 0.75 MILE TO SHAKER
 MB2848'BOULEVARK, TURN RIGHT AND GO EAST ON SHAKER BOULEVARD FOR 1.45 MILES
 MB2848'TO THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 MB2848
 MB2848                          STATION RECOVERY (1994)
 MB2848
 MB2848'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2848'MARK NOT FOUND.
 MB2848
 MB2848                          STATION RECOVERY (2005)
 MB2848
 MB2848'RECOVERY NOTE BY GEOCACHING 2005 (BGA)
 MB2848'COMMENTS POSTED AT MB2848 -
 MB2848'HTTP*COLON*//WWW.GEOCACHING.COM/MARK/DETAILS.ASPX*QUESTION
 MB2848'MARK*PID=MB2848
 MB2848' 
 MB2848'STATION IS LOCATED ON THE SOUTH SIDE OF THE SOUTH LANE OF SHAKER
 MB2848'BOULEVARD. IT IS 20 FEET SOUTH OF THE CENTER OF SHAKER BOULEVARD SET
 MB2848'IN THE GRASSY AREA BETWEEN SIDEWALK AND CURBING. THE DISK IS ENCASED
 MB2848'IN A ROUND METAL CASE.
 MB2848'24880 SHAKER BLVD
 MB2848'BEACHWOOD, OH 44122
 MB2848' 
 MB2848'I DIDN T HAVE TOOLS TO OPEN THE CASE.
 MB2848' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3104 ***********************************************************************
 MB3104  DESIGNATION -  1551
 MB3104  PID         -  MB3104
 MB3104  STATE/COUNTY-  OH/GEAUGA
 MB3104  USGS QUAD   -  MIDDLEFIELD (1994)
 MB3104
 MB3104                         *CURRENT SURVEY CONTROL
 MB3104  ___________________________________________________________________
 MB3104* NAD 83(1995)-  41 23 43.78790(N)    081 02 31.72348(W)     ADJUSTED  
 MB3104* NAVD 88     -       363.6    (meters)    1193.     (feet)  VERTCON   
 MB3104  ___________________________________________________________________
 MB3104  X           -     746,137.958 (meters)                     COMP
 MB3104  Y           -  -4,733,461.868 (meters)                     COMP
 MB3104  Z           -   4,195,690.556 (meters)                     COMP
 MB3104  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 MB3104  ELLIP HEIGHT-         329.67  (meters)          (10/07/05) GPS OBS
 MB3104  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB3104
 MB3104  HORZ ORDER  -  FIRST
 MB3104  ELLP ORDER  -  FOURTH    CLASS I
 MB3104
 MB3104.The horizontal coordinates were established by GPS observations
 MB3104.and adjusted by the National Geodetic Survey in April 1998..
 MB3104
 MB3104.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3104
 MB3104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3104
 MB3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3104
 MB3104.The ellipsoidal height was determined by GPS observations
 MB3104.and is referenced to NAD 83.
 MB3104
 MB3104.The geoid height was determined by GEOID03.
 MB3104
 MB3104;                    North         East     Units Scale Factor Converg.
 MB3104;SPC OH N     -   193,000.500   721,909.648   MT  0.99995547   +0 57 27.9
 MB3104;UTM  17      - 4,582,663.310   496,476.778   MT  0.99960015   -0 01 40.3
 MB3104
 MB3104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3104!SPC OH N     -   0.99994829  x   0.99995547  =   0.99990377
 MB3104!UTM  17      -   0.99994829  x   0.99960015  =   0.99954846
 MB3104
 MB3104                          SUPERSEDED SURVEY CONTROL
 MB3104
 MB3104  ELLIP H (04/01/98)  329.71   (m)                       GP(       ) 4 1
 MB3104  NAD 83(1986)-  41 23 43.79609(N)    081 02 31.71997(W) AD(       ) 1
 MB3104  NGVD 29 (12/02/91)  363.7    (m)         1193.     (f) GPS OBS        
 MB3104
 MB3104.Superseded values are not recommended for survey control.
 MB3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3104.See file dsdata.txt to determine how the superseded data were derived.
 MB3104
 MB3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9647782663(NAD 83)
 MB3104_MARKER: DE = TRAVERSE STATION DISK
 MB3104_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3104_SP_SET: CONCRETE MONUMENT
 MB3104_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1551
 MB3104_MARK LOGO: OH-055
 MB3104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3104+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3104
 MB3104  HISTORY     - Date     Condition        Report By
 MB3104  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3104
 MB3104                          STATION DESCRIPTION
 MB3104
 MB3104'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3104'STATION IS LOCATED 9.5 FEET WEST OF THE CENTERLINE OF BUNDYSBURG ROAD
 MB3104'AND IS APPROXIMATELY 2375 FEET NORTH OF THE CENTERLINE OF NASH ROAD.
 MB3104'THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK STAMPED
 MB3104'1551 AND IS SET INTO A CONCRETE MONUMENT. TO REACH FROM THE CHARDON
 MB3104'POST OFFICE PROCEED EAST ON CENTER STREET FOR .19 MILES TO THE
 MB3104'HAMBDEN TOWNSHIP LINE.TURN RIGHT ON GRANT STREET AND PROCEED SOUTH
 MB3104'FOR .18 MILES TO CHARDON WINDSOR ROAD. TURN LEFT ON CHARDON WINDSOR
 MB3104'ROAD AND PROCEED EAST FOR 1.84 MILES TO STATE ROUTE 608. TURN RIGHT
 MB3104'ON STATE ROUTE 608 AND PROCEED SOUTH FOR 9.46 MILES TO ROUTE 6.
 MB3104'PROCEED SOUTH FOR 2.51 MILES TO BUNDYSBURG ROAD. TURN RIGHT ON
 MB3104'BUNDYSBURG ROAD AND PROCEED SOUTHWEST FOR 1.07 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3105 ***********************************************************************
 MB3105  DESIGNATION -  1557
 MB3105  PID         -  MB3105
 MB3105  STATE/COUNTY-  OH/GEAUGA
 MB3105  USGS QUAD   -  MANTUA (1994)
 MB3105
 MB3105                         *CURRENT SURVEY CONTROL
 MB3105  ___________________________________________________________________
 MB3105* NAD 83(1995)-  41 20 50.81648(N)    081 13 26.19572(W)     ADJUSTED  
 MB3105* NAVD 88     -       349.3    (meters)    1146.     (feet)  VERTCON   
 MB3105  ___________________________________________________________________
 MB3105  X           -     731,651.611 (meters)                     COMP
 MB3105  Y           -  -4,739,280.828 (meters)                     COMP
 MB3105  Z           -   4,191,676.499 (meters)                     COMP
 MB3105  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 MB3105  ELLIP HEIGHT-         315.54  (meters)          (10/07/05) GPS OBS
 MB3105  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB3105
 MB3105  HORZ ORDER  -  FIRST
 MB3105  ELLP ORDER  -  FOURTH    CLASS I
 MB3105
 MB3105.The horizontal coordinates were established by GPS observations
 MB3105.and adjusted by the National Geodetic Survey in April 1998..
 MB3105
 MB3105.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3105
 MB3105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3105
 MB3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3105
 MB3105.The ellipsoidal height was determined by GPS observations
 MB3105.and is referenced to NAD 83.
 MB3105
 MB3105.The geoid height was determined by GEOID03.
 MB3105
 MB3105;                    North         East     Units Scale Factor Converg.
 MB3105;SPC OH N     -   187,426.825   706,786.463   MT  0.99995103   +0 50 17.9
 MB3105;UTM  17      - 4,577,352.554   481,265.274   MT  0.99960432   -0 08 52.6
 MB3105
 MB3105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3105!SPC OH N     -   0.99995051  x   0.99995103  =   0.99990154
 MB3105!UTM  17      -   0.99995051  x   0.99960432  =   0.99955485
 MB3105
 MB3105                          SUPERSEDED SURVEY CONTROL
 MB3105
 MB3105  ELLIP H (04/01/98)  315.58   (m)                       GP(       ) 4 1
 MB3105  NAD 83(1986)-  41 20 50.82543(N)    081 13 26.19305(W) AD(       ) 1
 MB3105  NGVD 29 (12/02/91)  349.5    (m)         1147.     (f) GPS OBS        
 MB3105
 MB3105.Superseded values are not recommended for survey control.
 MB3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3105.See file dsdata.txt to determine how the superseded data were derived.
 MB3105
 MB3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8126577353(NAD 83)
 MB3105_MARKER: DE = TRAVERSE STATION DISK
 MB3105_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3105_SP_SET: CONCRETE MONUMENT
 MB3105_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1557
 MB3105_MARK LOGO: OH-055
 MB3105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3105+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3105
 MB3105  HISTORY     - Date     Condition        Report By
 MB3105  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3105
 MB3105                          STATION DESCRIPTION
 MB3105
 MB3105'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3105'STATION IS LOCATED APPROXIMATELY14.8 FEET SOUTH OF THE CENTERLINE OF
 MB3105'CRACKEL ROAD AND IS APPROXIMATELY 32.9 FEET WEST OF THE CENTERLINE OF
 MB3105'RAVENNA ROAD AND IS APPROXIMATELY 36.1 FEET SOUTHEAST OF POWERPOLE
 MB3105'NUMBER 45AT/3-2. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH
 MB3105'BRASS DISK AND IS SET INTO A CONCRETE MONUMENT. TO REACH THE STATION
 MB3105'FROM THE CHARDON POST OFFICE PROCEED WEST ON CENTER STREET FOR .02
 MB3105'MILES TO WASHINGTON STREET. TURN LEFT ON WASHINGTON STREET AND
 MB3105'PROCEED SOUTH FOR .17 MILES TO WATER STREET. TURN RIGHT ON WATER
 MB3105'STREET AND PROCEED EAST FOR .29 MILES TO SOUTH STREET OR RAVENNA
 MB3105'ROAD. TURN RIGHTY ON RAVENNA ROAD AND PROCEED SOUTH FOR 16.58 MILES
 MB3105'TO CRACKEL ROAD AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1261 ***********************************************************************
 MB1261  DESIGNATION -  156
 MB1261  PID         -  MB1261
 MB1261  STATE/COUNTY-  OH/CUYAHOGA
 MB1261  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1261
 MB1261                         *CURRENT SURVEY CONTROL
 MB1261  ___________________________________________________________________
 MB1261* NAD 83(1986)-  41 24 50.     (N)    081 34 02.     (W)     SCALED    
 MB1261* NAVD 88     -       279.217  (meters)     916.06   (feet)  ADJUSTED  
 MB1261  ___________________________________________________________________
 MB1261  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MB1261  DYNAMIC HT  -         279.101 (meters)     915.68  (feet)  COMP
 MB1261  MODELED GRAV-     980,202.1   (mgal)                       NAVD 88
 MB1261
 MB1261  VERT ORDER  -  FIRST     CLASS II
 MB1261
 MB1261.The horizontal coordinates were scaled from a topographic map and have
 MB1261.an estimated accuracy of +/- 6 seconds.
 MB1261
 MB1261.The orthometric height was determined by differential leveling
 MB1261.and adjusted by the National Geodetic Survey in June 1991..
 MB1261.WARNING-Repeat measurements at this control monument indicate possible
 MB1261.vertical movement.
 MB1261
 MB1261.The geoid height was determined by GEOID03.
 MB1261
 MB1261.The dynamic height is computed by dividing the NAVD 88
 MB1261.geopotential number by the normal gravity value computed on the
 MB1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1261.degrees latitude (g = 980.6199 gals.).
 MB1261
 MB1261.The modeled gravity was interpolated from observed gravity values.
 MB1261
 MB1261;                    North         East    Units  Estimated Accuracy
 MB1261;SPC OH N     -   194,440.      677,980.      MT  (+/- 180 meters Scaled)
 MB1261
 MB1261                          SUPERSEDED SURVEY CONTROL
 MB1261
 MB1261  NGVD 29 (06/03/92)  279.438  (m)          916.79   (f) ADJUSTED    1 2
 MB1261
 MB1261.Superseded values are not recommended for survey control.
 MB1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1261.See file dsdata.txt to determine how the superseded data were derived.
 MB1261
 MB1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF525848(NAD 83)
 MB1261_MARKER: DD = SURVEY DISK
 MB1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1261_STAMPING: 156
 MB1261_MARK LOGO: CRGS  
 MB1261_PROJECTION: RECESSED 5 CENTIMETERS
 MB1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1261+STABILITY: SURFACE MOTION
 MB1261
 MB1261  HISTORY     - Date     Condition        Report By
 MB1261  HISTORY     - UNK      MONUMENTED       CRGS
 MB1261  HISTORY     - 1938     GOOD             NGS
 MB1261  HISTORY     - 1983     GOOD             NGS
 MB1261  HISTORY     - 19880819 GOOD             USPSQD
 MB1261  HISTORY     - 20050423 GOOD             USPSQD
 MB1261
 MB1261                          STATION DESCRIPTION
 MB1261
 MB1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MB1261'AT MAPLE HEIGHTS.
 MB1261'AT MAPLE HEIGHTS, CUYAHOGA COUNTY, AT THE WEST CORNER OF THE
 MB1261'INTERSECTION OF BROADWAY AND HILL STREET, 15 FEET NORTH OF THE
 MB1261'NORTH CORNER OF A CATCH BASIN IN THE NORTHWEST CURB OF HILL
 MB1261'STREET, 47 FEET NORTHWEST OF THE NORTH CORNER OF A CATCH BASIN
 MB1261'IN THE SOUTHWEST CURB OF BROADWAY, 6.8 FEET SOUTH OF CEI POLE
 MB1261'221860, 3.3 FEET WEST OF THE FACE OF THE CURB RETURN, AND IN THE
 MB1261'SIDEWALK.  A CLEVELAND REGIONAL GEODETIC SURVEY STANDARD DISK,
 MB1261'STAMPED 156 AND SET UNDERGROUND IN THE TOP OF A CONCRETE POST,
 MB1261'PROTECTED BY A CAST-IRON BOX WITH A LID.
 MB1261
 MB1261                          STATION RECOVERY (1983)
 MB1261
 MB1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1261'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN MAPLE
 MB1261'HEIGHTS, AT THE JUNCTION OF STATE HIGHWAY 14 (BROADWAY AVENUE) AND
 MB1261'HILL STREET, AT THE WEST CORNER, IN THE SIDEWALK, IN THE TOP OF A
 MB1261'CONCRETE POST AND PROTECTED BY A 6-INCH CAST IRON BOX WITH A COVER AND
 MB1261'EAST OF A BURGER KING RESTAURANT, 9.02 METERS (29.6 FT) SOUTH OF THE
 MB1261'CENTERLINE OF THE HIGHWAY, 6.31 METERS (20.7 FT) WEST OF THE
 MB1261'CENTERLINE OF HILL STREET, 3.32 METERS (10.9 FT) SOUTHEAST OF A METAL
 MB1261'LIGHT POLE SUPPORTING THREE SECURITY LIGHTS FOR BURGER KING PARKING
 MB1261'LOT, 1.95 METERS (6.4 FT) SOUTHEAST OF A UTILITY POLE WITH A STREET
 MB1261'LAMP.
 MB1261
 MB1261                          STATION RECOVERY (1988)
 MB1261
 MB1261'RECOVERY NOTE BY US POWER SQUADRON 1988 (GHB)
 MB1261'RECOVERED IN GOOD CONDITION.
 MB1261
 MB1261                          STATION RECOVERY (2005)
 MB1261
 MB1261'RECOVERY NOTE BY US POWER SQUADRON 2005
 MB1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0114 ***********************************************************************
 LA0114  DESIGNATION -  156
 LA0114  PID         -  LA0114
 LA0114  STATE/COUNTY-  OH/SHELBY
 LA0114  USGS QUAD   -  PORT JEFFERSON (1983)
 LA0114
 LA0114                         *CURRENT SURVEY CONTROL
 LA0114  ___________________________________________________________________
 LA0114* NAD 83(1986)-  40 17 40.     (N)    084 01 13.     (W)     SCALED    
 LA0114* NAVD 88     -       324.652  (meters)    1065.13   (feet)  ADJUSTED  
 LA0114  ___________________________________________________________________
 LA0114  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LA0114  DYNAMIC HT  -         324.490 (meters)    1064.60  (feet)  COMP
 LA0114  MODELED GRAV-     980,115.3   (mgal)                       NAVD 88
 LA0114
 LA0114  VERT ORDER  -  SECOND    CLASS 0
 LA0114
 LA0114.The horizontal coordinates were scaled from a topographic map and have
 LA0114.an estimated accuracy of +/- 6 seconds.
 LA0114
 LA0114.The orthometric height was determined by differential leveling
 LA0114.and adjusted by the National Geodetic Survey in June 1991..
 LA0114
 LA0114.The geoid height was determined by GEOID03.
 LA0114
 LA0114.The dynamic height is computed by dividing the NAVD 88
 LA0114.geopotential number by the normal gravity value computed on the
 LA0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0114.degrees latitude (g = 980.6199 gals.).
 LA0114
 LA0114.The modeled gravity was interpolated from observed gravity values.
 LA0114
 LA0114;                    North         East    Units  Estimated Accuracy
 LA0114;SPC OH N     -    70,840.      470,740.      MT  (+/- 180 meters Scaled)
 LA0114
 LA0114                          SUPERSEDED SURVEY CONTROL
 LA0114
 LA0114  NGVD 29 (??/??/92)  324.859  (m)         1065.81   (f) ADJ UNCH    2 0
 LA0114
 LA0114.Superseded values are not recommended for survey control.
 LA0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0114.See file dsdata.txt to determine how the superseded data were derived.
 LA0114
 LA0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK532647(NAD 83)
 LA0114_MARKER: B = BOLT
 LA0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0114_SP_SET: CULVERT
 LA0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0114
 LA0114  HISTORY     - Date     Condition        Report By
 LA0114  HISTORY     - UNK      MONUMENTED       PCRR
 LA0114  HISTORY     - 1935     GOOD             NGS
 LA0114
 LA0114                          STATION DESCRIPTION
 LA0114
 LA0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LA0114'0.7 MI E FROM PEMBERTON.
 LA0114'0.7 MILE EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA0114'LOUIS RAILWAY FROM THE STATION AT PEMBERTON, SHELBY COUNTY,
 LA0114'OPPOSITE POLE 156+06, IN THE TOP OF THE NORTHEAST CORNER OF A
 LA0114'CONCRETE CULVERT, 9.2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2
 LA0114'FEET HIGHER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1262 ***********************************************************************
 MB1262  DESIGNATION -  157
 MB1262  PID         -  MB1262
 MB1262  STATE/COUNTY-  OH/CUYAHOGA
 MB1262  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1262
 MB1262                         *CURRENT SURVEY CONTROL
 MB1262  ___________________________________________________________________
 MB1262* NAD 83(1986)-  41 24 47.     (N)    081 34 00.     (W)     SCALED    
 MB1262* NAVD 88     -       279.280  (meters)     916.27   (feet)  ADJUSTED  
 MB1262  ___________________________________________________________________
 MB1262  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MB1262  DYNAMIC HT  -         279.164 (meters)     915.89  (feet)  COMP
 MB1262  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 MB1262
 MB1262  VERT ORDER  -  FIRST     CLASS II
 MB1262
 MB1262.The horizontal coordinates were scaled from a topographic map and have
 MB1262.an estimated accuracy of +/- 6 seconds.
 MB1262
 MB1262.The orthometric height was determined by differential leveling
 MB1262.and adjusted by the National Geodetic Survey in June 1991..
 MB1262
 MB1262.The geoid height was determined by GEOID03.
 MB1262
 MB1262.The dynamic height is computed by dividing the NAVD 88
 MB1262.geopotential number by the normal gravity value computed on the
 MB1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1262.degrees latitude (g = 980.6199 gals.).
 MB1262
 MB1262.The modeled gravity was interpolated from observed gravity values.
 MB1262
 MB1262;                    North         East    Units  Estimated Accuracy
 MB1262;SPC OH N     -   194,350.      678,030.      MT  (+/- 180 meters Scaled)
 MB1262
 MB1262                          SUPERSEDED SURVEY CONTROL
 MB1262
 MB1262  NGVD 29 (??/??/92)  279.464  (m)          916.87   (f) ADJ UNCH    1 2
 MB1262
 MB1262.Superseded values are not recommended for survey control.
 MB1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1262.See file dsdata.txt to determine how the superseded data were derived.
 MB1262
 MB1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF526847(NAD 83)
 MB1262_MARKER: DD = SURVEY DISK
 MB1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1262_STAMPING: 157
 MB1262_MARK LOGO: CRGS  
 MB1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1262+STABILITY: SURFACE MOTION
 MB1262
 MB1262  HISTORY     - Date     Condition        Report By
 MB1262  HISTORY     - UNK      MONUMENTED       CRGS
 MB1262  HISTORY     - 1938     GOOD             NGS
 MB1262  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1262  HISTORY     - 19880819 MARK NOT FOUND   USPSQD
 MB1262
 MB1262                          STATION DESCRIPTION
 MB1262
 MB1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MB1262'AT MAPLE HEIGHTS.
 MB1262'AT MAPLE HEIGHTS, CUYAHOGA COUNTY, AT THE INTERSECTION OF BROADWAY
 MB1262'AND MORGAN STREET, ABOUT 30 FEET SOUTHWEST OF THE CENTERLINE
 MB1262'OF BROADWAY, 21 FEET SOUTHEAST OF THE CENTERLINE OF MORGAN
 MB1262'STREET, 14.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CATCH
 MB1262'BASIN, AND 6.2 FEET NORTHWEST OF CEI POLE 115583.  A CLEVELAND
 MB1262'REGIONAL GEODETIC SURVEY STANDARD DISK, STAMPED 157 AND SET
 MB1262'UNDERGROUND IN THE TOP OF A CONCRETE POST PROTECTED BY A CAST-IRON
 MB1262'BOX WITH A LID.
 MB1262
 MB1262                          STATION RECOVERY (1983)
 MB1262
 MB1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1262'NOT RECOVERED, CRGS DID NOT HAVE A MARK AT THIS LOCATION.
 MB1262
 MB1262                          STATION RECOVERY (1988)
 MB1262
 MB1262'RECOVERY NOTE BY US POWER SQUADRON 1988 (GHB)
 MB1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3611 ***********************************************************************
 JZ3611  DESIGNATION -  157
 JZ3611  PID         -  JZ3611
 JZ3611  STATE/COUNTY-  OH/HAMILTON
 JZ3611  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3611
 JZ3611                         *CURRENT SURVEY CONTROL
 JZ3611  ___________________________________________________________________
 JZ3611* NAD 83(1986)-  39 11 38.     (N)    084 28 53.     (W)     SCALED    
 JZ3611* NAVD 88     -       161.677  (meters)     530.44   (feet)  ADJUSTED  
 JZ3611  ___________________________________________________________________
 JZ3611  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ3611  DYNAMIC HT  -         161.577 (meters)     530.11  (feet)  COMP
 JZ3611  MODELED GRAV-     980,001.3   (mgal)                       NAVD 88
 JZ3611
 JZ3611  VERT ORDER  -  FIRST     CLASS II
 JZ3611
 JZ3611.The horizontal coordinates were scaled from a topographic map and have
 JZ3611.an estimated accuracy of +/- 6 seconds.
 JZ3611
 JZ3611.The orthometric height was determined by differential leveling
 JZ3611.and adjusted by the National Geodetic Survey in January 1994..
 JZ3611
 JZ3611.The geoid height was determined by GEOID03.
 JZ3611
 JZ3611.The dynamic height is computed by dividing the NAVD 88
 JZ3611.geopotential number by the normal gravity value computed on the
 JZ3611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3611.degrees latitude (g = 980.6199 gals.).
 JZ3611
 JZ3611.The modeled gravity was interpolated from observed gravity values.
 JZ3611
 JZ3611;                    North         East    Units  Estimated Accuracy
 JZ3611;SPC OH S     -   134,420.      428,850.      MT  (+/- 180 meters Scaled)
 JZ3611
 JZ3611                          SUPERSEDED SURVEY CONTROL
 JZ3611
 JZ3611.No superseded survey control is available for this station.
 JZ3611
 JZ3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ175413(NAD 83)
 JZ3611_MARKER: DD = SURVEY DISK
 JZ3611_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3611_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3611_STAMPING: 157
 JZ3611_MARK LOGO: OH1610
 JZ3611_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3611+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2005
 JZ3611
 JZ3611  HISTORY     - Date     Condition        Report By
 JZ3611  HISTORY     - UNK      MONUMENTED       OH1610
 JZ3611  HISTORY     - 19930604 GOOD             NGS
 JZ3611  HISTORY     - 20051225 GOOD             GEOCAC
 JZ3611
 JZ3611                          STATION DESCRIPTION
 JZ3611
 JZ3611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3611'IN CARTHAGE, AT THE INTERSECTION OF VINE AND 70TH STREETS, 9.1 M
 JZ3611'(29.9 FT) NORTHWEST OF THE CENTERLINE OF VINE STREET, 5.9 M (19.4 FT)
 JZ3611'NORTHEAST OF THE CENTER OF 70TH STREET, 2.0 M (6.6 FT) SOUTHWEST OF
 JZ3611'THE SOUTH CORNER OF THE FIFTH THIRD BANK, 0.2 M (0.7 FT) ABOVE THE
 JZ3611'LEVEL OF THE STREETS, AND THE MONUMENT IS FLUSH WITH THE GROUND
 JZ3611'SURFACE.
 JZ3611
 JZ3611                          STATION RECOVERY (2005)
 JZ3611
 JZ3611'RECOVERY NOTE BY GEOCACHING 2005 (JLM)
 JZ3611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3106 ***********************************************************************
 MB3106  DESIGNATION -  1571
 MB3106  PID         -  MB3106
 MB3106  STATE/COUNTY-  OH/GEAUGA
 MB3106  USGS QUAD   -  THOMPSON (1994)
 MB3106
 MB3106                         *CURRENT SURVEY CONTROL
 MB3106  ___________________________________________________________________
 MB3106* NAD 83(1995)-  41 39 55.27711(N)    081 02 39.67374(W)     ADJUSTED  
 MB3106* NAVD 88     -       388.6    (meters)    1275.     (feet)  VERTCON   
 MB3106  ___________________________________________________________________
 MB3106  X           -     742,864.823 (meters)                     COMP
 MB3106  Y           -  -4,713,878.535 (meters)                     COMP
 MB3106  Z           -   4,218,145.046 (meters)                     COMP
 MB3106  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 MB3106  ELLIP HEIGHT-         354.52  (meters)          (10/07/05) GPS OBS
 MB3106  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 MB3106
 MB3106  HORZ ORDER  -  FIRST
 MB3106  ELLP ORDER  -  FOURTH    CLASS I
 MB3106
 MB3106.The horizontal coordinates were established by GPS observations
 MB3106.and adjusted by the National Geodetic Survey in April 1998..
 MB3106
 MB3106.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3106
 MB3106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3106
 MB3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3106
 MB3106.The ellipsoidal height was determined by GPS observations
 MB3106.and is referenced to NAD 83.
 MB3106
 MB3106.The geoid height was determined by GEOID03.
 MB3106
 MB3106;                    North         East     Units Scale Factor Converg.
 MB3106;SPC OH N     -   222,963.990   721,224.793   MT  0.99999350   +0 57 22.6
 MB3106;UTM  17      - 4,612,622.983   496,307.539   MT  0.99960017   -0 01 46.1
 MB3106
 MB3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3106!SPC OH N     -   0.99994440  x   0.99999350  =   0.99993790
 MB3106!UTM  17      -   0.99994440  x   0.99960017  =   0.99954459
 MB3106
 MB3106                          SUPERSEDED SURVEY CONTROL
 MB3106
 MB3106  ELLIP H (04/01/98)  354.57   (m)                       GP(       ) 4 1
 MB3106  NAD 83(1986)-  41 39 55.28726(N)    081 02 39.67161(W) AD(       ) 1
 MB3106  NGVD 29 (12/02/91)  388.8    (m)         1276.     (f) GPS OBS        
 MB3106
 MB3106.Superseded values are not recommended for survey control.
 MB3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3106.See file dsdata.txt to determine how the superseded data were derived.
 MB3106
 MB3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9630812623(NAD 83)
 MB3106_MARKER: DE = TRAVERSE STATION DISK
 MB3106_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3106_SP_SET: CONCRETE MONUMENT
 MB3106_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1571
 MB3106_MARK LOGO: OH-055
 MB3106_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3106+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2001
 MB3106
 MB3106  HISTORY     - Date     Condition        Report By
 MB3106  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3106  HISTORY     - 19970629 MARK NOT FOUND   USPSQD
 MB3106  HISTORY     - 20011117 GOOD             USPSQD
 MB3106
 MB3106                          STATION DESCRIPTION
 MB3106
 MB3106'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3106'STATION IS LOCATED APPROXIMATELY 15.4 FETT SOUTH OF THE CENTERLINE OF
 MB3106'STATE ROUTE 166 AND IS APPROXIMATELY 114.6 FEET WEST OF THE
 MB3106'CENTERLINE OF STATE ROUTE 528. THE STATION CONSISTS OF A TWO AND
 MB3106'ONE-HALF INCH BRASS DISK AND IS SET INTO A CONCRETE MONUMENT WHICH IS
 MB3106'TWO INCHES BELOW GRADE. TO REACH THE STATION FROM THE CHARDON POST
 MB3106'OFFICE PROCEED EAST ON CENTER STREET FOR .92 MILES TO THE HAMBDEN
 MB3106'TOWNSHIP LINE. PROCEED WEST ONTO U.S. ROUTE 6 FOR 7.16 MILES TO STATE
 MB3106'ROUTE 528. TURN LEFT ON STATE ROUTE 528 AND PROCEED NORTH FOR 3.88
 MB3106'MILES TO STATE ROUTE 166 AND THE MARK.
 MB3106
 MB3106                          STATION RECOVERY (1997)
 MB3106
 MB3106'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB3106'MARK NOT FOUND.
 MB3106
 MB3106                          STATION RECOVERY (2001)
 MB3106
 MB3106'RECOVERY NOTE BY US POWER SQUADRON 2001 (JFE)
 MB3106'THE 1990 STATION DESCRIPTION INCORRECTLY REFERENCED WEST IN TWO
 MB3106'PLACES.  BOTH SHOULD BE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3107 ***********************************************************************
 MB3107  DESIGNATION -  1573
 MB3107  PID         -  MB3107
 MB3107  STATE/COUNTY-  OH/GEAUGA
 MB3107  USGS QUAD   -  TWINSBURG (1984)
 MB3107
 MB3107                         *CURRENT SURVEY CONTROL
 MB3107  ___________________________________________________________________
 MB3107* NAD 83(1995)-  41 20 53.65349(N)    081 23 10.79013(W)     ADJUSTED  
 MB3107* NAVD 88     -       311.6    (meters)    1022.     (feet)  VERTCON   
 MB3107  ___________________________________________________________________
 MB3107  X           -     718,203.745 (meters)                     COMP
 MB3107  Y           -  -4,741,250.235 (meters)                     COMP
 MB3107  Z           -   4,191,717.261 (meters)                     COMP
 MB3107  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 MB3107  ELLIP HEIGHT-         277.78  (meters)          (10/07/05) GPS OBS
 MB3107  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB3107
 MB3107  HORZ ORDER  -  FIRST
 MB3107  ELLP ORDER  -  FOURTH    CLASS I
 MB3107
 MB3107.The horizontal coordinates were established by GPS observations
 MB3107.and adjusted by the National Geodetic Survey in April 1998..
 MB3107
 MB3107.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3107
 MB3107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3107
 MB3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3107
 MB3107.The ellipsoidal height was determined by GPS observations
 MB3107.and is referenced to NAD 83.
 MB3107
 MB3107.The geoid height was determined by GEOID03.
 MB3107
 MB3107;                    North         East     Units Scale Factor Converg.
 MB3107;SPC OH N     -   187,328.158   693,196.798   MT  0.99995110   +0 43 53.9
 MB3107;UTM  17      - 4,577,487.837   467,680.583   MT  0.99961285   -0 15 18.8
 MB3107
 MB3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3107!SPC OH N     -   0.99995643  x   0.99995110  =   0.99990753
 MB3107!UTM  17      -   0.99995643  x   0.99961285  =   0.99956930
 MB3107
 MB3107                          SUPERSEDED SURVEY CONTROL
 MB3107
 MB3107  ELLIP H (04/01/98)  277.82   (m)                       GP(       ) 4 1
 MB3107  NAD 83(1986)-  41 20 53.66352(N)    081 23 10.78870(W) AD(       ) 1
 MB3107  NGVD 29 (12/02/91)  311.8    (m)         1023.     (f) GPS OBS        
 MB3107
 MB3107.Superseded values are not recommended for survey control.
 MB3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3107.See file dsdata.txt to determine how the superseded data were derived.
 MB3107
 MB3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6768177488(NAD 83)
 MB3107_MARKER: DE = TRAVERSE STATION DISK
 MB3107_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3107_SP_SET: CONCRETE MONUMENT
 MB3107_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1573
 MB3107_MARK LOGO: OH-055
 MB3107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3107+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3107
 MB3107  HISTORY     - Date     Condition        Report By
 MB3107  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3107
 MB3107                          STATION DESCRIPTION
 MB3107
 MB3107'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3107'TEH STATION IS LOCATED APPROXIMATELY10.8 FET NORTH OF THE CENTERLINE
 MB3107'OF LAKE AVENUE AND IS APPROXIMATELY 22.4 FEET WEST OF THE CENTERLINE
 MB3107'OF CONC DRIVE AND IS APPROXIMATELY 161.6 FEET EAST OF THE CENTERLINE
 MB3107'OF PENNSYLVANIA AVENUE. THE STATION CONSISTS OF A TWO AND ONE-HALF
 MB3107'INCH BRASS DISK STAMPED 1573 AND IS SET INTO A CONCRETE MONUMENT. TO
 MB3107'REACH FROM THE CHARDON POST OFFICE PROCEED WEST ON CENTER STREET FOR
 MB3107'.02 MILES TO WASHINGTON STREET. TURN LEFT ON WASHINGTON STREET AND
 MB3107'PROCEED SOUTH FOR .17 MILES TO WATER STREET. TURN RIGHT ON WATER
 MB3107'STREET AND PROCEED EAST FOR .29 MILES TO SOUTH STREET OR RAVENNA
 MB3107'ROAD. TURN RIGHT ON RAVENNA ROAD AND PROCEED SOUTH FOR 16.78 MILES TO
 MB3107'CRACKEL ROAD WHICH IS ALSO LAKE STREET. TURN RIGHT ON CRACKEL ROAD
 MB3107'AND PROCEED WEST FOR 8.85 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3108 ***********************************************************************
 MB3108  DESIGNATION -  1579
 MB3108  PID         -  MB3108
 MB3108  STATE/COUNTY-  OH/GEAUGA
 MB3108  USGS QUAD   -  MAYFIELD HEIGHTS (1994)
 MB3108
 MB3108                         *CURRENT SURVEY CONTROL
 MB3108  ___________________________________________________________________
 MB3108* NAD 83(1995)-  41 32 14.13816(N)    081 23 19.39031(W)     ADJUSTED  
 MB3108* NAVD 88     -       323.7    (meters)    1062.     (feet)  VERTCON   
 MB3108  ___________________________________________________________________
 MB3108  X           -     715,926.806 (meters)                     COMP
 MB3108  Y           -  -4,727,550.041 (meters)                     COMP
 MB3108  Z           -   4,207,462.826 (meters)                     COMP
 MB3108  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 MB3108  ELLIP HEIGHT-         289.62  (meters)          (10/07/05) GPS OBS
 MB3108  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MB3108
 MB3108  HORZ ORDER  -  FIRST
 MB3108  ELLP ORDER  -  FOURTH    CLASS I
 MB3108
 MB3108.The horizontal coordinates were established by GPS observations
 MB3108.and adjusted by the National Geodetic Survey in April 1998..
 MB3108
 MB3108.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3108
 MB3108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3108
 MB3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3108
 MB3108.The ellipsoidal height was determined by GPS observations
 MB3108.and is referenced to NAD 83.
 MB3108
 MB3108.The geoid height was determined by GEOID03.
 MB3108
 MB3108;                    North         East     Units Scale Factor Converg.
 MB3108;SPC OH N     -   208,316.504   692,729.414   MT  0.99997267   +0 43 48.2
 MB3108;UTM  17      - 4,598,473.814   467,574.964   MT  0.99961294   -0 15 28.0
 MB3108
 MB3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3108!SPC OH N     -   0.99995458  x   0.99997267  =   0.99992725
 MB3108!UTM  17      -   0.99995458  x   0.99961294  =   0.99956753
 MB3108
 MB3108                          SUPERSEDED SURVEY CONTROL
 MB3108
 MB3108  ELLIP H (04/01/98)  289.67   (m)                       GP(       ) 4 1
 MB3108  NAD 83(1986)-  41 32 14.14855(N)    081 23 19.38931(W) AD(       ) 1
 MB3108  NGVD 29 (12/02/91)  323.9    (m)         1063.     (f) GPS OBS        
 MB3108
 MB3108.Superseded values are not recommended for survey control.
 MB3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3108.See file dsdata.txt to determine how the superseded data were derived.
 MB3108
 MB3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6757598474(NAD 83)
 MB3108_MARKER: DE = TRAVERSE STATION DISK
 MB3108_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3108_SP_SET: CONCRETE MONUMENT
 MB3108_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1579
 MB3108_MARK LOGO: OH-055
 MB3108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3108+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3108
 MB3108  HISTORY     - Date     Condition        Report By
 MB3108  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3108
 MB3108                          STATION DESCRIPTION
 MB3108
 MB3108'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3108'THE STATION IS LOCATED 10.7 FEET NORTH OF THE CENTERLINE OF STACY LANE
 MB3108'AND 550 FEET EAST OF THE CENTERLINE OF COUNTY LINE ROAD. THE STATION
 MB3108'CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK STAMPED 1579 AND IS
 MB3108'SET INTO A CONCRETE MONUMENT. TO REACH THE STATION FROM THE CHARDON
 MB3108'POST OFFICE PROCEED WEST ON CENTER STREET FOR .22 MILES TO CHERRY
 MB3108'AVENUE. TURN LEFT ON CHERRY AVENUE AND PROCEED SOUTH FOR .17 MILES TO
 MB3108'WATER STREET OR CHARDON ROAD. TURN RIGHT ON WATER STREET AND PROCEED
 MB3108'WEST FOR 1.56 MILES TO AUBURN ROAD. PROCEED SOUTH ON AUBURN ROAD FOR
 MB3108'1.77 MILES TO WILSON MILLS ROAD. TURN RIGHT ON WILSON MILSS ROAD AND
 MB3108'PROCEED WEST FOR 7.63 MILES TO COUNTY LINE ROAD AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0286 ***********************************************************************
 LA0286  DESIGNATION -  158
 LA0286  PID         -  LA0286
 LA0286  STATE/COUNTY-  OH/DARKE
 LA0286  USGS QUAD   -  GREENVILLE WEST (1980)
 LA0286
 LA0286                         *CURRENT SURVEY CONTROL
 LA0286  ___________________________________________________________________
 LA0286* NAD 83(1986)-  40 06 06.     (N)    084 38 21.     (W)     SCALED    
 LA0286* NAVD 88     -       312.952  (meters)    1026.74   (feet)  ADJUSTED  
 LA0286  ___________________________________________________________________
 LA0286  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LA0286  DYNAMIC HT  -         312.783 (meters)    1026.19  (feet)  COMP
 LA0286  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 LA0286
 LA0286  VERT ORDER  -  SECOND    CLASS 0
 LA0286
 LA0286.The horizontal coordinates were scaled from a topographic map and have
 LA0286.an estimated accuracy of +/- 6 seconds.
 LA0286
 LA0286.The orthometric height was determined by differential leveling
 LA0286.and adjusted by the National Geodetic Survey in June 1991..
 LA0286
 LA0286.The geoid height was determined by GEOID03.
 LA0286
 LA0286.The dynamic height is computed by dividing the NAVD 88
 LA0286.geopotential number by the normal gravity value computed on the
 LA0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0286.degrees latitude (g = 980.6199 gals.).
 LA0286
 LA0286.The modeled gravity was interpolated from observed gravity values.
 LA0286
 LA0286;                    North         East    Units  Estimated Accuracy
 LA0286;SPC OH S     -   235,480.      417,610.      MT  (+/- 180 meters Scaled)
 LA0286
 LA0286                          SUPERSEDED SURVEY CONTROL
 LA0286
 LA0286  NGVD 29 (??/??/92)  313.099  (m)         1027.23   (f) ADJ UNCH    2 0
 LA0286
 LA0286.Superseded values are not recommended for survey control.
 LA0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0286.See file dsdata.txt to determine how the superseded data were derived.
 LA0286
 LA0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK012417(NAD 83)
 LA0286_MARKER: B = BOLT
 LA0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0286_SP_SET: ABUTMENT
 LA0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0286+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 LA0286
 LA0286  HISTORY     - Date     Condition        Report By
 LA0286  HISTORY     - UNK      MONUMENTED       CNWRR
 LA0286  HISTORY     - 1947     GOOD             NGS
 LA0286  HISTORY     - 20030501 GOOD             GEOCAC
 LA0286
 LA0286                          STATION DESCRIPTION
 LA0286
 LA0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0286'AT GREENVILLE.
 LA0286'AT GREENVILLE, ABOUT 0.2 MILE NORTH ALONG THE CINCINNATI NORTHERN
 LA0286'RAILROAD FROM THE STATION, 139 FEET NORTH OF THE CROSSING OF
 LA0286'STATE HIGHWAY 502 (VINE STREET), 7 FEET EAST OF THE EAST RAIL
 LA0286'AND SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 LA0286'ABUTMENT OF THE 62-FOOT STEEL BRIDGE OVER GREENVILLE CREEK AND
 LA0286'ABOUT LEVEL WITH THE TRACKS.
 LA0286
 LA0286                          STATION RECOVERY (2003)
 LA0286
 LA0286'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3109 ***********************************************************************
 MB3109  DESIGNATION -  1580
 MB3109  PID         -  MB3109
 MB3109  STATE/COUNTY-  OH/GEAUGA
 MB3109  USGS QUAD   -  BURTON (1966)
 MB3109
 MB3109                         *CURRENT SURVEY CONTROL
 MB3109  ___________________________________________________________________
 MB3109* NAD 83(1995)-  41 29 49.60117(N)    081 10 52.25495(W)     ADJUSTED  
 MB3109* NAVD 88     -       376.0    (meters)    1234.     (feet)  VERTCON   
 MB3109  ___________________________________________________________________
 MB3109  X           -     733,505.457 (meters)                     COMP
 MB3109  Y           -  -4,727,885.517 (meters)                     COMP
 MB3109  Z           -   4,204,158.633 (meters)                     COMP
 MB3109  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 MB3109  ELLIP HEIGHT-         342.08  (meters)          (10/07/05) GPS OBS
 MB3109  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB3109
 MB3109  HORZ ORDER  -  FIRST
 MB3109  ELLP ORDER  -  FOURTH    CLASS I
 MB3109
 MB3109.The horizontal coordinates were established by GPS observations
 MB3109.and adjusted by the National Geodetic Survey in April 1998..
 MB3109
 MB3109.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3109
 MB3109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3109
 MB3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3109
 MB3109.The ellipsoidal height was determined by GPS observations
 MB3109.and is referenced to NAD 83.
 MB3109
 MB3109.The geoid height was determined by GEOID03.
 MB3109
 MB3109;                    North         East     Units Scale Factor Converg.
 MB3109;SPC OH N     -   204,099.289   710,113.338   MT  0.99996718   +0 51 59.0
 MB3109;UTM  17      - 4,593,959.379   484,877.379   MT  0.99960281   -0 07 12.2
 MB3109
 MB3109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3109!SPC OH N     -   0.99994635  x   0.99996718  =   0.99991353
 MB3109!UTM  17      -   0.99994635  x   0.99960281  =   0.99954918
 MB3109
 MB3109                          SUPERSEDED SURVEY CONTROL
 MB3109
 MB3109  ELLIP H (04/01/98)  342.13   (m)                       GP(       ) 4 1
 MB3109  NAD 83(1986)-  41 29 49.61104(N)    081 10 52.25275(W) AD(       ) 1
 MB3109  NGVD 29 (12/02/91)  376.2    (m)         1234.     (f) GPS OBS        
 MB3109
 MB3109.Superseded values are not recommended for survey control.
 MB3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3109.See file dsdata.txt to determine how the superseded data were derived.
 MB3109
 MB3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8487793959(NAD 83)
 MB3109_MARKER: DE = TRAVERSE STATION DISK
 MB3109_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3109_SP_SET: CONCRETE MONUMENT
 MB3109_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1580
 MB3109_MARK LOGO: OH-055
 MB3109_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3109+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3109
 MB3109  HISTORY     - Date     Condition        Report By
 MB3109  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3109
 MB3109                          STATION DESCRIPTION
 MB3109
 MB3109'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3109'STATION IS LOCATED APPROXIMATELY 9.4 FEET NORTH OF THE CENTERLINE OF
 MB3109'BUTTERNUT ROAD AND IS APPROXIMATELY 75 FEET WEST OF THE CENTERLINE OF
 MB3109'AQUILLA ROAD. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS
 MB3109'DISK SET INTO A CONCRET MONUMENT AND IS STAMPED 1580. TO REACH THE
 MB3109'STATION FROM THE CHARDON POST OFFICE PROCEED WEST ON CENTER STREET
 MB3109'FOR .02 MILES TO WASHINGTON STREET. TURN LEFT ON WASHINGTON STREET
 MB3109'AND PROCEED SOUTH FOR .17 MILES TO WATER STREET. TURN RIGHT ON WATER
 MB3109'STREET AND PROCEED EAST FOR .29 MILES TOSOUTH STREERT OR RAVENNA
 MB3109'ROAD. TURN RIGHT ON RAVENNA ROAD AND PROCEED SOUTH FOR 5.93 MILES TO
 MB3109'BUTTERNUT ROAD. TURN LEFT ON BUTTERNUT ROAD AND PROCEED EAST FOR .72
 MB3109'MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3110 ***********************************************************************
 MB3110  DESIGNATION -  1588
 MB3110  PID         -  MB3110
 MB3110  STATE/COUNTY-  OH/GEAUGA
 MB3110  USGS QUAD   -  CHARDON (1994)
 MB3110
 MB3110                         *CURRENT SURVEY CONTROL
 MB3110  ___________________________________________________________________
 MB3110* NAD 83(1995)-  41 36 06.36393(N)    081 14 23.75219(W)     ADJUSTED  
 MB3110* NAVD 88     -       395.6    (meters)    1298.     (feet)  VERTCON   
 MB3110  ___________________________________________________________________
 MB3110  X           -     727,485.263 (meters)                     COMP
 MB3110  Y           -  -4,721,029.500 (meters)                     COMP
 MB3110  Z           -   4,212,870.931 (meters)                     COMP
 MB3110  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 MB3110  ELLIP HEIGHT-         361.53  (meters)          (10/07/05) GPS OBS
 MB3110  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 MB3110
 MB3110  HORZ ORDER  -  FIRST
 MB3110  ELLP ORDER  -  FOURTH    CLASS I
 MB3110
 MB3110.The horizontal coordinates were established by GPS observations
 MB3110.and adjusted by the National Geodetic Survey in April 1998..
 MB3110
 MB3110.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3110
 MB3110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3110
 MB3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3110
 MB3110.The ellipsoidal height was determined by GPS observations
 MB3110.and is referenced to NAD 83.
 MB3110
 MB3110.The geoid height was determined by GEOID03.
 MB3110
 MB3110;                    North         East     Units Scale Factor Converg.
 MB3110;SPC OH N     -   215,648.865   705,040.555   MT  0.99998254   +0 49 40.1
 MB3110;UTM  17      - 4,605,590.289   480,006.055   MT  0.99960492   -0 09 33.5
 MB3110
 MB3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3110!SPC OH N     -   0.99994330  x   0.99998254  =   0.99992584
 MB3110!UTM  17      -   0.99994330  x   0.99960492  =   0.99954824
 MB3110
 MB3110                          SUPERSEDED SURVEY CONTROL
 MB3110
 MB3110  ELLIP H (04/01/98)  361.58   (m)                       GP(       ) 4 1
 MB3110  NAD 83(1986)-  41 36 06.37401(N)    081 14 23.75082(W) AD(       ) 1
 MB3110  NGVD 29 (12/02/91)  395.8    (m)         1299.     (f) GPS OBS        
 MB3110
 MB3110.Superseded values are not recommended for survey control.
 MB3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3110.See file dsdata.txt to determine how the superseded data were derived.
 MB3110
 MB3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8000605590(NAD 83)
 MB3110_MARKER: DE = TRAVERSE STATION DISK
 MB3110_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3110_SP_SET: CONCRETE MONUMENT
 MB3110_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1588
 MB3110_MARK LOGO: OH-055
 MB3110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3110+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3110
 MB3110  HISTORY     - Date     Condition        Report By
 MB3110  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3110
 MB3110                          STATION DESCRIPTION
 MB3110
 MB3110'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3110'STATION IS LOCATED APPROXIMATELY 11 FEET NORTHWEST OF THE CENTERLINE
 MB3110'OF MENTOR ROAD AND IS APPROXIMATELY 47 FEET WEST OF THE POWERPOLE.
 MB3110'THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK SET INTO
 MB3110'ACONCRETE MONUMENT AND IS STAMPED 1588. TO REACH THE STATION FROM THE
 MB3110'CHARDON POST OFFICE PROCEED WEST ON CENTER STREET FOR 1.33 MILES TO
 MB3110'ROUTE 5. PROCEED NORTHWEST ON ROUTE 5 FOR .59 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6784 ***********************************************************************
 AI6784  DESIGNATION -  15A
 AI6784  PID         -  AI6784
 AI6784  STATE/COUNTY-  OH/CLINTON
 AI6784  USGS QUAD   -  CLARKSVILLE (1986)
 AI6784
 AI6784                         *CURRENT SURVEY CONTROL
 AI6784  ___________________________________________________________________
 AI6784* NAD 83(1995)-  39 28 54.30162(N)    083 56 16.48393(W)     ADJUSTED  
 AI6784* NAVD 88     -       301.8    (meters)     990.     (feet)  GPS OBS   
 AI6784  ___________________________________________________________________
 AI6784  X           -     520,606.597 (meters)                     COMP
 AI6784  Y           -  -4,902,135.165 (meters)                     COMP
 AI6784  Z           -   4,033,910.758 (meters)                     COMP
 AI6784  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 AI6784  ELLIP HEIGHT-         268.74  (meters)          (10/07/05) GPS OBS
 AI6784  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AI6784
 AI6784  HORZ ORDER  -  FIRST
 AI6784  ELLP ORDER  -  THIRD     CLASS II
 AI6784
 AI6784.The horizontal coordinates were established by GPS observations
 AI6784.and adjusted by the National Geodetic Survey in August 2000..
 AI6784
 AI6784.The orthometric height was determined by GPS observations and a
 AI6784.high-resolution geoid model.
 AI6784
 AI6784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6784
 AI6784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6784
 AI6784.The ellipsoidal height was determined by GPS observations
 AI6784.and is referenced to NAD 83.
 AI6784
 AI6784.The geoid height was determined by GEOID03.
 AI6784
 AI6784;                    North         East     Units Scale Factor Converg.
 AI6784;SPC OH S     -   165,479.141   476,300.896   MT  0.99993735   -0 54 44.6
 AI6784;UTM  17      - 4,374,360.336   247,313.736   MT  1.00038621   -1 52 08.4
 AI6784;UTM  16      - 4,374,716.294   763,368.380   MT  1.00045409   +1 56 53.1
 AI6784
 AI6784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6784!SPC OH S     -   0.99995784  x   0.99993735  =   0.99989519
 AI6784!UTM  17      -   0.99995784  x   1.00038621  =   1.00034403
 AI6784!UTM  16      -   0.99995784  x   1.00045409  =   1.00041191
 AI6784
 AI6784|---------------------------------------------------------------------|
 AI6784| PID    Reference Object                     Distance      Geod. Az  |
 AI6784|                                                           dddmmss.s |
 AI6784| AI6754 15                                  334.963 METERS 02255     |
 AI6784|---------------------------------------------------------------------|
 AI6784
 AI6784                          SUPERSEDED SURVEY CONTROL
 AI6784
 AI6784  ELLIP H (08/02/00)  268.79   (m)                       GP(       ) 3 2
 AI6784
 AI6784.Superseded values are not recommended for survey control.
 AI6784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6784.See file dsdata.txt to determine how the superseded data were derived.
 AI6784
 AI6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4731474360(NAD 83)
 AI6784_MARKER: DD = SURVEY DISK
 AI6784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6784_STAMPING: GPS 15A 2000
 AI6784_MARK LOGO: OH-027
 AI6784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6784+STABILITY: SURFACE MOTION
 AI6784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6784+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6784
 AI6784  HISTORY     - Date     Condition        Report By
 AI6784  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6784
 AI6784                          STATION DESCRIPTION
 AI6784
 AI6784'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6784'THE STATION IS APPROXIMATELY 12.45 MI (20.04 KM) SOUTH OF XENIA, 6.5
 AI6784'MI (10.5 KM) NORHTWEST OF WILMINGTON, AND 6.05 MI (9.74 KM)
 AI6784'NORTH-NORTHEAST OF CLARKSVILLE.  THE STATION IS ON THE WEST SIDE OF
 AI6784'STATE ROUTE 380 AT THE EDGE OF AN OPEN FIELD 0.2 MI (0.3 KM) SOUTH OF
 AI6784'THE INTERSECTION OF SR 380 AND SR 73.
 AI6784'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 22/SR 3 AND SR 73
 AI6784'IN WILMINGTON, PROCEED NORTHWEST ALONG SR 73 APPROXIMATELY 6.0 MI (9.7
 AI6784'KM) TO THE INTERSECTIN OF SR 73 AND SR 380.  TURN LEFT AND PROCEED
 AI6784'SOUTH ALONG SR 380 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 AI6784'THE STATION IS LOCATED 70.0 FT (21.3 M) NORTHWEST OF A SIGN ON THE
 AI6784'EAST SIDE OF SR 380 READING --STOP AHEAD--, 41.9 FT (12.8 M) WEST OF
 AI6784'THE MAILBOX FOR HOUSE NUMBER 3490, AND 15.7 FT (4.8 M) WEST OF THE
 AI6784'CENTERLINE OF SR 380.  THE STATION IS A STANDARD CLINTON COUNTY DISK
 AI6784'SET IN A CIRCULAR CONCRETE MONUMENT AND STAMPED--GPS 15A
 AI6784'2000--RECESSED 0.2 FT (6.1 CM) BENEATH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2445 ***********************************************************************
 AB2445  DESIGNATION -  16
 AB2445  PID         -  AB2445
 AB2445  STATE/COUNTY-  OH/ATHENS
 AB2445  USGS QUAD   -  CUTLER (1994)
 AB2445
 AB2445                         *CURRENT SURVEY CONTROL
 AB2445  ___________________________________________________________________
 AB2445* NAD 83(1995)-  39 17 56.74395(N)    081 50 07.97996(W)     ADJUSTED  
 AB2445* NAVD 88     -       188.6    (meters)     619.     (feet)  GPS OBS   
 AB2445  ___________________________________________________________________
 AB2445  X           -     701,905.638 (meters)                     COMP
 AB2445  Y           -  -4,892,388.475 (meters)                     COMP
 AB2445  Z           -   4,018,165.280 (meters)                     COMP
 AB2445  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AB2445  ELLIP HEIGHT-         154.28  (meters)          (10/07/05) GPS OBS
 AB2445  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 AB2445
 AB2445  HORZ ORDER  -  FIRST
 AB2445  ELLP ORDER  -  FOURTH    CLASS I
 AB2445
 AB2445.The horizontal coordinates were established by GPS observations
 AB2445.and adjusted by the National Geodetic Survey in April 1998..
 AB2445
 AB2445.The orthometric height was determined by GPS observations and a
 AB2445.high-resolution geoid model.
 AB2445
 AB2445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2445
 AB2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2445
 AB2445.The ellipsoidal height was determined by GPS observations
 AB2445.and is referenced to NAD 83.
 AB2445
 AB2445.The geoid height was determined by GEOID03.
 AB2445
 AB2445;                    North         East     Units Scale Factor Converg.
 AB2445;SPC OH S     -   144,427.490   657,311.673   MT  0.99993701   +0 25 17.8
 AB2445;UTM  17      - 4,350,301.132   427,953.347   MT  0.99966391   -0 31 45.2
 AB2445
 AB2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2445!SPC OH S     -   0.99997580  x   0.99993701  =   0.99991281
 AB2445!UTM  17      -   0.99997580  x   0.99966391  =   0.99963971
 AB2445
 AB2445                          SUPERSEDED SURVEY CONTROL
 AB2445
 AB2445  ELLIP H (04/01/98)  154.29   (m)                       GP(       ) 4 1
 AB2445  NAD 83(1986)-  39 17 56.74538(N)    081 50 07.98743(W) AD(       ) 1
 AB2445
 AB2445.Superseded values are not recommended for survey control.
 AB2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2445.See file dsdata.txt to determine how the superseded data were derived.
 AB2445
 AB2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2795350301(NAD 83)
 AB2445_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2445_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2445_STAMPING: 16 1995
 AB2445_MARK LOGO: ATHCE 
 AB2445_PROJECTION: FLUSH
 AB2445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2445+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2445_ROD/PIPE-DEPTH: 1    meters
 AB2445
 AB2445  HISTORY     - Date     Condition        Report By
 AB2445  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2445
 AB2445                          STATION DESCRIPTION
 AB2445
 AB2445'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2445'IN ATHENS COUNTY, OHIO, ROME TOWNSHIP, STATION IS LOCATED IN SOUTHWEST
 AB2445'R/W OF S.R.  144 ABOUT 30 FT.SOUTH OF SOUTHEAST CORNER OF BUTTS
 AB2445'CEMETARY, 0.9 MI.SOUTH OF T-148.  SET APPROXIMATELY 49 FT.SOUTHEAST OF
 AB2445'A GATE IN THE NORTHEAST END OF CEMETARY AND 30 FT.WEST OF A ROAD BEND
 AB2445'SIGN IN THE SOUTH R/W OF S.R.  144.  STATION IS FLUSH WITH THE GROUND.
 AB2445'A STATION SKETCH IS AVAILABLE THROUGH THE ATHENS CO.  ENG. OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6892 ***********************************************************************
 AC6892  DESIGNATION -  16
 AC6892  PID         -  AC6892
 AC6892  STATE/COUNTY-  OH/BELMONT
 AC6892  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6892
 AC6892                         *CURRENT SURVEY CONTROL
 AC6892  ___________________________________________________________________
 AC6892* NAD 83(1995)-  40 03 48.36480(N)    080 53 06.65754(W)     ADJUSTED  
 AC6892* NAVD 88     -       387.7    (meters)    1272.     (feet)  GPS OBS   
 AC6892  ___________________________________________________________________
 AC6892  X           -     774,395.762 (meters)                     COMP
 AC6892  Y           -  -4,826,720.959 (meters)                     COMP
 AC6892  Z           -   4,083,606.482 (meters)                     COMP
 AC6892  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AC6892  ELLIP HEIGHT-         353.92  (meters)          (10/07/05) GPS OBS
 AC6892  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AC6892
 AC6892  HORZ ORDER  -  FIRST
 AC6892  ELLP ORDER  -  FOURTH    CLASS II
 AC6892
 AC6892.The horizontal coordinates were established by GPS observations
 AC6892.and adjusted by the National Geodetic Survey in October 2005..
 AC6892
 AC6892.The orthometric height was determined by GPS observations and a
 AC6892.high-resolution geoid model.
 AC6892
 AC6892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6892
 AC6892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6892
 AC6892.The ellipsoidal height was determined by GPS observations
 AC6892.and is referenced to NAD 83.
 AC6892
 AC6892.The geoid height was determined by GEOID03.
 AC6892
 AC6892;                    North         East     Units Scale Factor Converg.
 AC6892;SPC OH S     -   230,308.235   737,761.293   MT  1.00000609   +1 01 28.7
 AC6892;UTM  17      - 4,434,804.200   509,791.701   MT  0.99960118   +0 04 26.0
 AC6892
 AC6892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6892!SPC OH S     -   0.99994448  x   1.00000609  =   0.99995057
 AC6892!UTM  17      -   0.99994448  x   0.99960118  =   0.99954568
 AC6892
 AC6892                          SUPERSEDED SURVEY CONTROL
 AC6892
 AC6892  NAD 83(1995)-  40 03 48.35696(N)    080 53 06.65856(W) AD(       ) 1
 AC6892  NAD 83(1986)-  40 03 48.36927(N)    080 53 06.66509(W) AD(       ) 1
 AC6892
 AC6892.Superseded values are not recommended for survey control.
 AC6892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6892.See file dsdata.txt to determine how the superseded data were derived.
 AC6892
 AC6892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0979234804(NAD 83)
 AC6892_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6892_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6892_STAMPING: 16 1996
 AC6892_MARK LOGO: OH7200
 AC6892_PROJECTION: FLUSH
 AC6892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6892+STABILITY: SURFACE MOTION
 AC6892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6892+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6892_ROD/PIPE-DEPTH: 1    meters
 AC6892
 AC6892  HISTORY     - Date     Condition        Report By
 AC6892  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6892
 AC6892                          STATION DESCRIPTION
 AC6892
 AC6892'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6892'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6892'STATION IS SET IN THE WEST R/W OF GRAHAM RD.  SOUTH EAST OF ST.
 AC6892'CLAIRSVILLE ALONG GRAHAM RD.  APPROXIMATELY 0.7 MI.  (1.1 KM) AFTER
 AC6892'THE INTERSECTION WITH HIGH STREET, NEXT TO A WATER TANK ON THE SIDE OF
 AC6892'A HILL.3 FT.  SOUTH FROM POWER POLE NO.  24B, 63 FT.  (19.2 M) WEST
 AC6892'FROM A TELEPHONE CABLE BOX ON THE OPPOSITE OF THE ROAD, AND 34 FT.
 AC6892'(10.4 M) SOUTHWEST OF A PK SET IN THE CENTERLINE OF GROHAM RD. THE
 AC6892'STATION IS FLUSH WITH THE GROUND.  A STATION SKETCH IS AVAILABLE
 AC6892'THROUGH THE CITY OF ST.  CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6755 ***********************************************************************
 AI6755  DESIGNATION -  16
 AI6755  PID         -  AI6755
 AI6755  STATE/COUNTY-  OH/CLINTON
 AI6755  USGS QUAD   -  PORT WILLIAM (1981)
 AI6755
 AI6755                         *CURRENT SURVEY CONTROL
 AI6755  ___________________________________________________________________
 AI6755* NAD 83(1995)-  39 31 27.63329(N)    083 50 47.79454(W)     ADJUSTED  
 AI6755* NAVD 88     -       312.9    (meters)    1027.     (feet)  GPS OBS   
 AI6755  ___________________________________________________________________
 AI6755  X           -     528,096.115 (meters)                     COMP
 AI6755  Y           -  -4,898,317.085 (meters)                     COMP
 AI6755  Z           -   4,037,566.760 (meters)                     COMP
 AI6755  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 AI6755  ELLIP HEIGHT-         279.98  (meters)          (10/07/05) GPS OBS
 AI6755  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AI6755
 AI6755  HORZ ORDER  -  FIRST
 AI6755  ELLP ORDER  -  THIRD     CLASS II
 AI6755
 AI6755.The horizontal coordinates were established by GPS observations
 AI6755.and adjusted by the National Geodetic Survey in August 2000..
 AI6755
 AI6755.The orthometric height was determined by GPS observations and a
 AI6755.high-resolution geoid model.
 AI6755
 AI6755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6755
 AI6755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6755
 AI6755.The ellipsoidal height was determined by GPS observations
 AI6755.and is referenced to NAD 83.
 AI6755
 AI6755.The geoid height was determined by GEOID03.
 AI6755
 AI6755;                    North         East     Units Scale Factor Converg.
 AI6755;SPC OH S     -   170,086.013   484,225.287   MT  0.99993888   -0 51 16.0
 AI6755;UTM  17      - 4,378,836.058   255,317.380   MT  1.00033718   -1 48 45.0
 AI6755
 AI6755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6755!SPC OH S     -   0.99995608  x   0.99993888  =   0.99989496
 AI6755!UTM  17      -   0.99995608  x   1.00033718  =   1.00029324
 AI6755
 AI6755|---------------------------------------------------------------------|
 AI6755| PID    Reference Object                     Distance      Geod. Az  |
 AI6755|                                                           dddmmss.s |
 AI6755| AI6785 16A                                 323.057 METERS 34810     |
 AI6755|---------------------------------------------------------------------|
 AI6755
 AI6755                          SUPERSEDED SURVEY CONTROL
 AI6755
 AI6755  ELLIP H (08/02/00)  280.03   (m)                       GP(       ) 3 2
 AI6755
 AI6755.Superseded values are not recommended for survey control.
 AI6755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6755.See file dsdata.txt to determine how the superseded data were derived.
 AI6755
 AI6755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5531778836(NAD 83)
 AI6755_MARKER: DD = SURVEY DISK
 AI6755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6755_STAMPING: GPS 16 2000
 AI6755_MARK LOGO: OH-027
 AI6755_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AI6755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6755+STABILITY: SURFACE MOTION
 AI6755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6755+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6755
 AI6755  HISTORY     - Date     Condition        Report By
 AI6755  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6755
 AI6755                          STATION DESCRIPTION
 AI6755
 AI6755'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6755'THE STATION IS LOCATED APPROXIMATELY 10.5 MI (16.9 KM) SOUTHEAST OF
 AI6755'XENIA, 5.5 MI (8.9 KM) NORTH OF WILMINGTON, AND 3.75 MI (6.03 KM)
 AI6755'SOUTHWEST OF PORT WILLIAM.  THE STATION IS ON THE EAST SIDE OF US
 AI6755'ROUTE 68 0.2 MI (0.3 KM) NORTH OF INTERSTATE 71.
 AI6755'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 71 AND US 68,
 AI6755'PROCEED NORTH ALONG US 68 APPROXIMATELY 0.2 MI (0.3 KM) TO THE STATION
 AI6755'ON THE RIGHT.
 AI6755'THE STATION IS APPROXIMATELY 199.2 FT (60.7 M) SOUTH OF A MAILBOX IN
 AI6755'FRONT OF THE ODOT GARAGE, 42.7 FT (13.0 M) EAST OF THE CENTERLINE OF
 AI6755'US 68, 21.1 FT (6.4 M) WEST-NORTHWEST OF THE FENCE CORNER POST, AND
 AI6755'14.6 FT (4.5 M) NORTHEAST OF A TELEPHONE PEDESTAL.  THE STATION IS A
 AI6755'STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MOUMENT
 AI6755'STAMPED--GPS 16 2000--RECESED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE
 AI6755'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2278 ***********************************************************************
 KZ2278  DESIGNATION -  16 0001
 KZ2278  PID         -  KZ2278
 KZ2278  STATE/COUNTY-  OH/DELAWARE
 KZ2278  USGS QUAD   -  PROSPECT (1973)
 KZ2278
 KZ2278                         *CURRENT SURVEY CONTROL
 KZ2278  ___________________________________________________________________
 KZ2278* NAD 83(1995)-  40 26 18.87680(N)    083 14 50.36430(W)     ADJUSTED  
 KZ2278* NAVD 88     -       284.8    (meters)     934.     (feet)  GPS OBS   
 KZ2278  ___________________________________________________________________
 KZ2278  X           -     571,628.024 (meters)                     COMP
 KZ2278  Y           -  -4,827,728.606 (meters)                     COMP
 KZ2278  Z           -   4,115,333.583 (meters)                     COMP
 KZ2278  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 KZ2278  ELLIP HEIGHT-         250.57  (meters)          (10/07/05) GPS OBS
 KZ2278  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KZ2278
 KZ2278  HORZ ORDER  -  FIRST
 KZ2278  ELLP ORDER  -  FOURTH    CLASS I
 KZ2278
 KZ2278.The horizontal coordinates were established by GPS observations
 KZ2278.and adjusted by the National Geodetic Survey in April 1998..
 KZ2278
 KZ2278.The orthometric height was determined by GPS observations and a
 KZ2278.high-resolution geoid model.
 KZ2278
 KZ2278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2278
 KZ2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2278
 KZ2278.The ellipsoidal height was determined by GPS observations
 KZ2278.and is referenced to NAD 83.
 KZ2278
 KZ2278.The geoid height was determined by GEOID03.
 KZ2278
 KZ2278;                    North         East     Units Scale Factor Converg.
 KZ2278;SPC OH N     -    85,989.959   536,594.164   MT  0.99999900   -0 29 27.4
 KZ2278;UTM  17      - 4,478,862.131   309,394.204   MT  1.00004723   -1 27 29.3
 KZ2278
 KZ2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2278!SPC OH N     -   0.99996069  x   0.99999900  =   0.99995969
 KZ2278!UTM  17      -   0.99996069  x   1.00004723  =   1.00000792
 KZ2278
 KZ2278:                Primary Azimuth Mark                     Grid Az
 KZ2278:SPC OH N     -  16 0002                                  074 58 20.6
 KZ2278:UTM  17      -  16 0002                                  075 56 22.5
 KZ2278
 KZ2278|---------------------------------------------------------------------|
 KZ2278| PID    Reference Object                     Distance      Geod. Az  |
 KZ2278|                                                           dddmmss.s |
 KZ2278| KZ2279 16 0002                             APPROX. 1.0 KM 0742853.2 |
 KZ2278|---------------------------------------------------------------------|
 KZ2278
 KZ2278                          SUPERSEDED SURVEY CONTROL
 KZ2278
 KZ2278  ELLIP H (04/01/98)  250.61   (m)                       GP(       ) 4 1
 KZ2278  NAD 83(1986)-  40 26 18.88329(N)    083 14 50.37215(W) AD(       ) 1
 KZ2278
 KZ2278.Superseded values are not recommended for survey control.
 KZ2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2278.See file dsdata.txt to determine how the superseded data were derived.
 KZ2278
 KZ2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0939478862(NAD 83)
 KZ2278_MARKER: DE = TRAVERSE STATION DISK
 KZ2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2278_SP_SET: CONCRETE POST
 KZ2278_STAMPING: DELAWARE COUNTY ENGINEER 16-0001 1991
 KZ2278_MARK LOGO: DCE   
 KZ2278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2278+STABILITY: SURFACE MOTION
 KZ2278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2278+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2278
 KZ2278  HISTORY     - Date     Condition        Report By
 KZ2278  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2278
 KZ2278                          STATION DESCRIPTION
 KZ2278
 KZ2278'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2278'STATION IS LOCATED ON THE SOUTH SIDE OF S.R. 47, 390 FT (118.9 M) EAST
 KZ2278'OF COUNTY LINE, 35.0 FT (10.7 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT,
 KZ2278'78.1 FT (23.8 M) SOUTHEAST OF A POLE ON THE NORTH SIDE OF S.R 47 AND
 KZ2278'87.8 FT (26.8 M) EAST OF A POLE ON THE SOUTH SIDE OF SAID ROAD.
 KZ2278'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2278'STATE RT. 37 FOR 5.89 MI (9.48 KM) TO S.R. 257, TURN RIGHT ON S.R.
 KZ2278'257 FOR 7.90 MI (12.71 KM) TO GRIGSBY RD. TURN LEFT ON GRIGSBY ROAD
 KZ2278'FOR 0.69 MI (1.11 KM) TO DAVIS-KIRK ROAD. TURN LEFT ON DAVIS-KIRK
 KZ2278'ROAD FOR 1.49 MI (2.40 KM) TO S.R. 4. TURN RIGHT ON S.R. 4 FOR 0.69
 KZ2278'MI (1.11 KM) TO S.R. 47. TURN LEFT ON S.R. 47 FOR 0.86 MI (1.38 KM)
 KZ2278'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2279 ***********************************************************************
 KZ2279  DESIGNATION -  16 0002
 KZ2279  PID         -  KZ2279
 KZ2279  STATE/COUNTY-  OH/DELAWARE
 KZ2279  USGS QUAD   -  PROSPECT (1973)
 KZ2279
 KZ2279                         *CURRENT SURVEY CONTROL
 KZ2279  ___________________________________________________________________
 KZ2279* NAD 83(1995)-  40 26 27.90260(N)    083 14 07.81060(W)     ADJUSTED  
 KZ2279* NAVD 88     -       284.6    (meters)     934.     (feet)  GPS OBS   
 KZ2279  ___________________________________________________________________
 KZ2279  X           -     572,602.717 (meters)                     COMP
 KZ2279  Y           -  -4,827,431.131 (meters)                     COMP
 KZ2279  Z           -   4,115,545.390 (meters)                     COMP
 KZ2279  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 KZ2279  ELLIP HEIGHT-         250.43  (meters)          (10/07/05) GPS OBS
 KZ2279  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KZ2279
 KZ2279  HORZ ORDER  -  FIRST
 KZ2279  ELLP ORDER  -  FOURTH    CLASS I
 KZ2279
 KZ2279.The horizontal coordinates were established by GPS observations
 KZ2279.and adjusted by the National Geodetic Survey in April 1998..
 KZ2279
 KZ2279.The orthometric height was determined by GPS observations and a
 KZ2279.high-resolution geoid model.
 KZ2279
 KZ2279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2279
 KZ2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2279
 KZ2279.The ellipsoidal height was determined by GPS observations
 KZ2279.and is referenced to NAD 83.
 KZ2279
 KZ2279.The geoid height was determined by GEOID03.
 KZ2279
 KZ2279;                    North         East     Units Scale Factor Converg.
 KZ2279;SPC OH N     -    86,259.826   537,599.383   MT  0.99999852   -0 28 59.5
 KZ2279;UTM  17      - 4,479,115.003   310,403.882   MT  1.00004250   -1 27 01.9
 KZ2279
 KZ2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2279!SPC OH N     -   0.99996072  x   0.99999852  =   0.99995924
 KZ2279!UTM  17      -   0.99996072  x   1.00004250  =   1.00000321
 KZ2279
 KZ2279:                Primary Azimuth Mark                     Grid Az
 KZ2279:SPC OH N     -  16 0001                                  254 58 20.3
 KZ2279:UTM  17      -  16 0001                                  255 56 22.7
 KZ2279
 KZ2279|---------------------------------------------------------------------|
 KZ2279| PID    Reference Object                     Distance      Geod. Az  |
 KZ2279|                                                           dddmmss.s |
 KZ2279| KZ2278 16 0001                             APPROX. 1.0 KM 2542920.8 |
 KZ2279|---------------------------------------------------------------------|
 KZ2279
 KZ2279                          SUPERSEDED SURVEY CONTROL
 KZ2279
 KZ2279  ELLIP H (04/01/98)  250.46   (m)                       GP(       ) 4 1
 KZ2279  NAD 83(1986)-  40 26 27.90904(N)    083 14 07.81842(W) AD(       ) 1
 KZ2279
 KZ2279.Superseded values are not recommended for survey control.
 KZ2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2279.See file dsdata.txt to determine how the superseded data were derived.
 KZ2279
 KZ2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1040479115(NAD 83)
 KZ2279_MARKER: DE = TRAVERSE STATION DISK
 KZ2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2279_SP_SET: CONCRETE POST
 KZ2279_STAMPING: DELAWARE COUNTY ENGINEER 16-0002 1991
 KZ2279_MARK LOGO: DCE   
 KZ2279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2279+STABILITY: SURFACE MOTION
 KZ2279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2279+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2279
 KZ2279  HISTORY     - Date     Condition        Report By
 KZ2279  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2279
 KZ2279                          STATION DESCRIPTION
 KZ2279
 KZ2279'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2279'STATION IS LOCATED ON THE NORTH SIDE OF S.R. 47, 0.3 MI (0.5 KM)
 KZ2279'SOUTHWEST OF S.R. 4, 2.3 FT (0.7 M) NORTH OF THE NORTH EDGE OF
 KZ2279'PAVEMENT, 41.5 FT (12.6 M) NORTHEAST OF A MAIL BOX ON THE SOUTH SIDE
 KZ2279'OF S.R. 47 AND 49.4 FT (15.1 M) EAST OF A MAIL BOX ON THE SOUTH SIDE
 KZ2279'OF SAID ROAD.
 KZ2279'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2279'S.R. 37 FOR 5.89 MI (9.48 KM) TO S.R. 257, TURN RIGHT ON S.R. 257 FOR
 KZ2279'7.90 MI (12.71 KM)  TO GRIGSBY RD. TURN LEFT ON GRIGSBY ROAD FOR 0.69
 KZ2279'MI (1.11 KM) TO DAVIS-KIRK ROAD. TURN LEFT ON DAVIS-KIRK ROAD FOR
 KZ2279'1.49 MI (2.40 KM) TO S.R. 4. TURN RIGHT ON S.R. 4 FOR 0.69 MI
 KZ2279'(1.11 KM) TO S.R. 47. TURN LEFT ON S.R. 47 FOR 0.30 MI (0.48 KM) TO
 KZ2279'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2280 ***********************************************************************
 KZ2280  DESIGNATION -  16 0003
 KZ2280  PID         -  KZ2280
 KZ2280  STATE/COUNTY-  OH/DELAWARE
 KZ2280  USGS QUAD   -  PROSPECT (1973)
 KZ2280
 KZ2280                         *CURRENT SURVEY CONTROL
 KZ2280  ___________________________________________________________________
 KZ2280* NAD 83(1995)-  40 26 03.73962(N)    083 12 25.16875(W)     ADJUSTED  
 KZ2280* NAVD 88     -       280.4    (meters)     920.     (feet)  GPS OBS   
 KZ2280  ___________________________________________________________________
 KZ2280  X           -     575,061.685 (meters)                     COMP
 KZ2280  Y           -  -4,827,622.463 (meters)                     COMP
 KZ2280  Z           -   4,114,975.370 (meters)                     COMP
 KZ2280  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 KZ2280  ELLIP HEIGHT-         246.22  (meters)          (10/07/05) GPS OBS
 KZ2280  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KZ2280
 KZ2280  HORZ ORDER  -  FIRST
 KZ2280  ELLP ORDER  -  FOURTH    CLASS I
 KZ2280
 KZ2280.The horizontal coordinates were established by GPS observations
 KZ2280.and adjusted by the National Geodetic Survey in April 1998..
 KZ2280
 KZ2280.The orthometric height was determined by GPS observations and a
 KZ2280.high-resolution geoid model.
 KZ2280
 KZ2280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2280
 KZ2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2280
 KZ2280.The ellipsoidal height was determined by GPS observations
 KZ2280.and is referenced to NAD 83.
 KZ2280
 KZ2280.The geoid height was determined by GEOID03.
 KZ2280
 KZ2280;                    North         East     Units Scale Factor Converg.
 KZ2280;SPC OH N     -    85,494.533   540,012.234   MT  0.99999980   -0 27 52.0
 KZ2280;UTM  17      - 4,478,309.053   312,803.560   MT  1.00003137   -1 25 54.5
 KZ2280
 KZ2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2280!SPC OH N     -   0.99996138  x   0.99999980  =   0.99996118
 KZ2280!UTM  17      -   0.99996138  x   1.00003137  =   0.99999275
 KZ2280
 KZ2280:                Primary Azimuth Mark                     Grid Az
 KZ2280:SPC OH N     -  16 0004                                  090 59 58.0
 KZ2280:UTM  17      -  16 0004                                  091 58 00.5
 KZ2280
 KZ2280|---------------------------------------------------------------------|
 KZ2280| PID    Reference Object                     Distance      Geod. Az  |
 KZ2280|                                                           dddmmss.s |
 KZ2280| KZ2281 16 0004                             APPROX. 1.0 KM 0903206.0 |
 KZ2280|---------------------------------------------------------------------|
 KZ2280
 KZ2280                          SUPERSEDED SURVEY CONTROL
 KZ2280
 KZ2280  ELLIP H (04/01/98)  246.26   (m)                       GP(       ) 4 1
 KZ2280  NAD 83(1986)-  40 26 03.74630(N)    083 12 25.17671(W) AD(       ) 1
 KZ2280
 KZ2280.Superseded values are not recommended for survey control.
 KZ2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2280.See file dsdata.txt to determine how the superseded data were derived.
 KZ2280
 KZ2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1280478309(NAD 83)
 KZ2280_MARKER: DE = TRAVERSE STATION DISK
 KZ2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2280_SP_SET: CONCRETE POST
 KZ2280_STAMPING: DELAWARE COUNTY ENGINEER 16-0003 1991
 KZ2280_MARK LOGO: DCE   
 KZ2280_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2280+STABILITY: SURFACE MOTION
 KZ2280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2280+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2280
 KZ2280  HISTORY     - Date     Condition        Report By
 KZ2280  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2280
 KZ2280                          STATION DESCRIPTION
 KZ2280
 KZ2280'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2280'STATION IS LOCATED ON THE SOUTH SIDE OF GRIGSBY RD. 510 FT (155.4 M)
 KZ2280'EAST OF DAVIS-KIRK ROAD, 1.0 FT (0.3 M) SOUTH OF SOUTH EDGE OF
 KZ2280'PAVEMENT OF GRIGBSY RD, 210.1 FT (64.0 M) EAST OF NORTH END AND 210.5
 KZ2280'FT (64.2 M) SOUTH EAST OF SOUTH END OF 12 IN. CORRUGATED METAL PIPE
 KZ2280'RUNNING UNDER GRIGSBY RD.
 KZ2280'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2280'S.R. 37 FOR 5.89 MI (9.48 KM) TO S.R. 257, TURN RIGHT ON S.R. 257 FOR
 KZ2280'7.90 MI (12.71 KM)  TO GRIGSBY RD. TURN LEFT ON GRIGSBY RD. FOR 0.57
 KZ2280'MI (0.92 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2281 ***********************************************************************
 KZ2281  DESIGNATION -  16 0004
 KZ2281  PID         -  KZ2281
 KZ2281  STATE/COUNTY-  OH/DELAWARE
 KZ2281  USGS QUAD   -  PROSPECT (1973)
 KZ2281
 KZ2281                         *CURRENT SURVEY CONTROL
 KZ2281  ___________________________________________________________________
 KZ2281* NAD 83(1995)-  40 26 03.43510(N)    083 11 42.79301(W)     ADJUSTED  
 KZ2281* NAVD 88     -       279.9    (meters)     918.     (feet)  GPS OBS   
 KZ2281  ___________________________________________________________________
 KZ2281  X           -     576,054.156 (meters)                     COMP
 KZ2281  Y           -  -4,827,509.913 (meters)                     COMP
 KZ2281  Z           -   4,114,967.915 (meters)                     COMP
 KZ2281  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 KZ2281  ELLIP HEIGHT-         245.75  (meters)          (10/07/05) GPS OBS
 KZ2281  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KZ2281
 KZ2281  HORZ ORDER  -  FIRST
 KZ2281  ELLP ORDER  -  FOURTH    CLASS I
 KZ2281
 KZ2281.The horizontal coordinates were established by GPS observations
 KZ2281.and adjusted by the National Geodetic Survey in April 1998..
 KZ2281
 KZ2281.The orthometric height was determined by GPS observations and a
 KZ2281.high-resolution geoid model.
 KZ2281
 KZ2281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2281
 KZ2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2281
 KZ2281.The ellipsoidal height was determined by GPS observations
 KZ2281.and is referenced to NAD 83.
 KZ2281
 KZ2281.The geoid height was determined by GEOID03.
 KZ2281
 KZ2281;                    North         East     Units Scale Factor Converg.
 KZ2281;SPC OH N     -    85,477.112   541,010.903   MT  0.99999982   -0 27 24.2
 KZ2281;UTM  17      - 4,478,274.772   313,801.822   MT  1.00002678   -1 25 27.0
 KZ2281
 KZ2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2281!SPC OH N     -   0.99996145  x   0.99999982  =   0.99996127
 KZ2281!UTM  17      -   0.99996145  x   1.00002678  =   0.99998823
 KZ2281
 KZ2281:                Primary Azimuth Mark                     Grid Az
 KZ2281:SPC OH N     -  16 0003                                  270 59 57.7
 KZ2281:UTM  17      -  16 0003                                  271 58 00.5
 KZ2281
 KZ2281|---------------------------------------------------------------------|
 KZ2281| PID    Reference Object                     Distance      Geod. Az  |
 KZ2281|                                                           dddmmss.s |
 KZ2281| KZ2280 16 0003                             APPROX. 1.0 KM 2703233.5 |
 KZ2281|---------------------------------------------------------------------|
 KZ2281
 KZ2281                          SUPERSEDED SURVEY CONTROL
 KZ2281
 KZ2281  ELLIP H (04/01/98)  245.78   (m)                       GP(       ) 4 1
 KZ2281  NAD 83(1986)-  40 26 03.44179(N)    083 11 42.80100(W) AD(       ) 1
 KZ2281
 KZ2281.Superseded values are not recommended for survey control.
 KZ2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2281.See file dsdata.txt to determine how the superseded data were derived.
 KZ2281
 KZ2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1380278275(NAD 83)
 KZ2281_MARKER: DE = TRAVERSE STATION DISK
 KZ2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2281_SP_SET: CONCRETE POST
 KZ2281_STAMPING: DELAWARE COUNTY ENGINEER 16-0004 1991
 KZ2281_MARK LOGO: DCE   
 KZ2281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2281+STABILITY: SURFACE MOTION
 KZ2281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2281+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2281
 KZ2281  HISTORY     - Date     Condition        Report By
 KZ2281  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2281
 KZ2281                          STATION DESCRIPTION
 KZ2281
 KZ2281'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2281'STATION IS LOCATED ON THE SOUTHWEST CORNER OF INTERSECTION OF S.R. 257
 KZ2281'AND GRIGSBY RD., 48.9 FT (14.9 M) WEST OF CENTERLINE OF S.R 257, 1.5
 KZ2281'FT (0.5 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF GRIGSBY RD. AND 13.9 FT
 KZ2281'(4.2 M) NORTHWEST OF A STOP SIGN ON THE SOUTH SIDE OF SAID GRIGSBY
 KZ2281'ROAD.
 KZ2281'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2281'S.R. 37 FOR 5.89 MI (9.48 KM) TO S.R. 257. TURN RIGHT ON S.R. 257 FOR
 KZ2281'7.90 MI (12.71 KM) TO GRIGSBY ROAD. TURN LEFT ON GRIGSBY RD. FOR 0.18
 KZ2281'MI (0.29 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2282 ***********************************************************************
 KZ2282  DESIGNATION -  16 0005
 KZ2282  PID         -  KZ2282
 KZ2282  STATE/COUNTY-  OH/DELAWARE
 KZ2282  USGS QUAD   -  PROSPECT (1973)
 KZ2282
 KZ2282                         *CURRENT SURVEY CONTROL
 KZ2282  ___________________________________________________________________
 KZ2282* NAD 83(1995)-  40 22 54.54574(N)    083 14 57.75205(W)     ADJUSTED  
 KZ2282* NAVD 88     -       282.7    (meters)     927.     (feet)  GPS OBS   
 KZ2282  ___________________________________________________________________
 KZ2282  X           -     571,935.219 (meters)                     COMP
 KZ2282  Y           -  -4,831,805.121 (meters)                     COMP
 KZ2282  Z           -   4,110,533.151 (meters)                     COMP
 KZ2282  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 KZ2282  ELLIP HEIGHT-         248.59  (meters)          (10/07/05) GPS OBS
 KZ2282  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KZ2282
 KZ2282  HORZ ORDER  -  FIRST
 KZ2282  ELLP ORDER  -  FOURTH    CLASS I
 KZ2282
 KZ2282.The horizontal coordinates were established by GPS observations
 KZ2282.and adjusted by the National Geodetic Survey in April 1998..
 KZ2282
 KZ2282.The orthometric height was determined by GPS observations and a
 KZ2282.high-resolution geoid model.
 KZ2282
 KZ2282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2282
 KZ2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2282
 KZ2282.The ellipsoidal height was determined by GPS observations
 KZ2282.and is referenced to NAD 83.
 KZ2282
 KZ2282.The geoid height was determined by GEOID03.
 KZ2282
 KZ2282;                    North         East     Units Scale Factor Converg.
 KZ2282;SPC OH N     -    79,689.035   536,365.902   MT  1.00001027   -0 29 32.3
 KZ2282;UTM  17      - 4,472,565.680   309,059.698   MT  1.00004880   -1 27 27.9
 KZ2282
 KZ2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2282!SPC OH N     -   0.99996100  x   1.00001027  =   0.99997127
 KZ2282!UTM  17      -   0.99996100  x   1.00004880  =   1.00000980
 KZ2282
 KZ2282:                Primary Azimuth Mark                     Grid Az
 KZ2282:SPC OH N     -  16 0006                                  076 34 28.3
 KZ2282:UTM  17      -  16 0006                                  077 32 23.9
 KZ2282
 KZ2282|---------------------------------------------------------------------|
 KZ2282| PID    Reference Object                     Distance      Geod. Az  |
 KZ2282|                                                           dddmmss.s |
 KZ2282| KZ2283 16 0006                             APPROX. 0.8 KM 0760456.0 |
 KZ2282|---------------------------------------------------------------------|
 KZ2282
 KZ2282                          SUPERSEDED SURVEY CONTROL
 KZ2282
 KZ2282  ELLIP H (04/01/98)  248.63   (m)                       GP(       ) 4 1
 KZ2282  NAD 83(1986)-  40 22 54.55232(N)    083 14 57.75959(W) AD(       ) 1
 KZ2282
 KZ2282.Superseded values are not recommended for survey control.
 KZ2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2282.See file dsdata.txt to determine how the superseded data were derived.
 KZ2282
 KZ2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0906072566(NAD 83)
 KZ2282_MARKER: DE = TRAVERSE STATION DISK
 KZ2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2282_SP_SET: CONCRETE POST
 KZ2282_STAMPING: DELAWARE COUNTY ENGINEER 16-0005 1991
 KZ2282_MARK LOGO: DCE   
 KZ2282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2282+STABILITY: SURFACE MOTION
 KZ2282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2282+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2282
 KZ2282  HISTORY     - Date     Condition        Report By
 KZ2282  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2282
 KZ2282                          STATION DESCRIPTION
 KZ2282
 KZ2282'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2282'STATION IS LOCATED ON THE NORTHEAST CORNER OF INTERSECTION OF SMOKEY
 KZ2282'ROAD, DONOVAN ROAD, AND FULTON CREEK ROAD, 20.0 FT (6.1 M) NORTH OF
 KZ2282'CENTERLINE OF SMOKEY ROAD, 12.7 FT (3.9 M) NORTHWEST OF A STOP SIGN
 KZ2282'ON NORTH SIDE OF SAID SMOKEY ROAD AND 11.8 FT (3.6 M) SOUTHEAST OF
 KZ2282'ROAD NAME SIGN ON THE EAST SIDE OF FULTON CREEK ROAD.
 KZ2282'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2282'S.R. 37 FOR 5.89 MI (9.48 KM) TO S.R. 257. TURN RIGHT ON S.R. 257 FOR
 KZ2282'4.84 MI (7.79 KM) TO SMOKEY ROAD. TURN LEFT ON SMOKEY ROAD FOR 2.82
 KZ2282'MI (4.54 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2283 ***********************************************************************
 KZ2283  DESIGNATION -  16 0006
 KZ2283  PID         -  KZ2283
 KZ2283  STATE/COUNTY-  OH/DELAWARE
 KZ2283  USGS QUAD   -  PROSPECT (1973)
 KZ2283
 KZ2283                         *CURRENT SURVEY CONTROL
 KZ2283  ___________________________________________________________________
 KZ2283* NAD 83(1995)-  40 23 00.81810(N)    083 14 24.64497(W)     ADJUSTED  
 KZ2283* NAVD 88     -       282.9    (meters)     928.     (feet)  GPS OBS   
 KZ2283  ___________________________________________________________________
 KZ2283  X           -     572,696.012 (meters)                     COMP
 KZ2283  Y           -  -4,831,588.891 (meters)                     COMP
 KZ2283  Z           -   4,110,680.627 (meters)                     COMP
 KZ2283  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 KZ2283  ELLIP HEIGHT-         248.74  (meters)          (10/07/05) GPS OBS
 KZ2283  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KZ2283
 KZ2283  HORZ ORDER  -  FIRST
 KZ2283  ELLP ORDER  -  THIRD     CLASS I
 KZ2283
 KZ2283.The horizontal coordinates were established by GPS observations
 KZ2283.and adjusted by the National Geodetic Survey in October 1997..
 KZ2283
 KZ2283.The orthometric height was determined by GPS observations and a
 KZ2283.high-resolution geoid model.
 KZ2283
 KZ2283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2283
 KZ2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2283
 KZ2283.The ellipsoidal height was determined by GPS observations
 KZ2283.and is referenced to NAD 83.
 KZ2283
 KZ2283.The geoid height was determined by GEOID03.
 KZ2283
 KZ2283;                    North         East     Units Scale Factor Converg.
 KZ2283;SPC OH N     -    79,875.832   537,148.449   MT  1.00000991   -0 29 10.5
 KZ2283;UTM  17      - 4,472,739.271   309,845.310   MT  1.00004512   -1 27 06.7
 KZ2283
 KZ2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2283!SPC OH N     -   0.99996098  x   1.00000991  =   0.99997089
 KZ2283!UTM  17      -   0.99996098  x   1.00004512  =   1.00000610
 KZ2283
 KZ2283:                Primary Azimuth Mark                     Grid Az
 KZ2283:SPC OH N     -  16 0005                                  256 34 28.0
 KZ2283:UTM  17      -  16 0005                                  257 32 24.2
 KZ2283
 KZ2283|---------------------------------------------------------------------|
 KZ2283| PID    Reference Object                     Distance      Geod. Az  |
 KZ2283|                                                           dddmmss.s |
 KZ2283| KZ2282 16 0005                             APPROX. 0.8 KM 2560517.5 |
 KZ2283|---------------------------------------------------------------------|
 KZ2283
 KZ2283                          SUPERSEDED SURVEY CONTROL
 KZ2283
 KZ2283  ELLIP H (10/02/97)  248.78   (m)                       GP(       ) 3 1
 KZ2283  NAD 83(1986)-  40 23 00.82456(N)    083 14 24.65234(W) AD(       ) 1
 KZ2283
 KZ2283.Superseded values are not recommended for survey control.
 KZ2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2283.See file dsdata.txt to determine how the superseded data were derived.
 KZ2283
 KZ2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0984572739(NAD 83)
 KZ2283_MARKER: DD = SURVEY DISK
 KZ2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2283_SP_SET: CONCRETE POST
 KZ2283_STAMPING: 16-0006 1991
 KZ2283_MARK LOGO: OH-041
 KZ2283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2283+STABILITY: SURFACE MOTION
 KZ2283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2283+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1997
 KZ2283
 KZ2283  HISTORY     - Date     Condition        Report By
 KZ2283  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2283  HISTORY     - 19970730 GOOD             WOOLPT
 KZ2283
 KZ2283                          STATION DESCRIPTION
 KZ2283
 KZ2283'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2283'STATION IS LOCATED ON THE NORTH SIDE OF SMOKEY ROAD, 0.45 MI
 KZ2283'(0.72 KM) EAST OF THE INTERSECTION OF SAID SMOKEY ROAD,DONOVAN ROAD
 KZ2283'AND FULTON CREEK ROAD, 1.5 FT (0.5 M) NORTH OF NORTH EDGE OF PAVEMENT
 KZ2283'OF SAID SMOKEY RD, 31.0 FT (9.4 M) NORTHEAST OF POLE ON SOUTH SIDE OF
 KZ2283'SAID SMOKEY ROAD AND 89.3 FT (27.2 M) SOUTHWEST OF MAIL BOX ON THE
 KZ2283'NORTH SIDE OF THE SAID ROAD.
 KZ2283'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2283'S.R. 37 FOR 5.89 MI (9.48 KM) TO S.R. 257. TURN RIGHT ON S.R. 257 FOR
 KZ2283'4.84 MI (7.79 KM) TO SMOKEY ROAD. TURN LEFT ON SMOKEY ROAD FOR 2.16
 KZ2283'MI (3.48 KM) TO THE STATION.
 KZ2283
 KZ2283                          STATION RECOVERY (1997)
 KZ2283
 KZ2283'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (JWK)
 KZ2283'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2284 ***********************************************************************
 KZ2284  DESIGNATION -  16 0007
 KZ2284  PID         -  KZ2284
 KZ2284  STATE/COUNTY-  OH/DELAWARE
 KZ2284  USGS QUAD   -  PROSPECT (1973)
 KZ2284
 KZ2284                         *CURRENT SURVEY CONTROL
 KZ2284  ___________________________________________________________________
 KZ2284* NAD 83(1995)-  40 23 02.40269(N)    083 11 29.95143(W)     ADJUSTED  
 KZ2284* NAVD 88     -       274.2    (meters)     900.     (feet)  GPS OBS   
 KZ2284  ___________________________________________________________________
 KZ2284  X           -     576,783.336 (meters)                     COMP
 KZ2284  Y           -  -4,831,064.201 (meters)                     COMP
 KZ2284  Z           -   4,110,712.313 (meters)                     COMP
 KZ2284  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 KZ2284  ELLIP HEIGHT-         240.18  (meters)          (10/07/05) GPS OBS
 KZ2284  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KZ2284
 KZ2284  HORZ ORDER  -  FIRST
 KZ2284  ELLP ORDER  -  FOURTH    CLASS I
 KZ2284
 KZ2284.The horizontal coordinates were established by GPS observations
 KZ2284.and adjusted by the National Geodetic Survey in April 1998..
 KZ2284
 KZ2284.The orthometric height was determined by GPS observations and a
 KZ2284.high-resolution geoid model.
 KZ2284
 KZ2284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2284
 KZ2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2284
 KZ2284.The ellipsoidal height was determined by GPS observations
 KZ2284.and is referenced to NAD 83.
 KZ2284
 KZ2284.The geoid height was determined by GEOID03.
 KZ2284
 KZ2284;                    North         East     Units Scale Factor Converg.
 KZ2284;SPC OH N     -    79,890.884   541,269.281   MT  1.00000982   -0 27 15.8
 KZ2284;UTM  17      - 4,472,684.859   313,965.916   MT  1.00002603   -1 25 13.4
 KZ2284
 KZ2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2284!SPC OH N     -   0.99996232  x   1.00000982  =   0.99997214
 KZ2284!UTM  17      -   0.99996232  x   1.00002603  =   0.99998835
 KZ2284
 KZ2284:                Primary Azimuth Mark                     Grid Az
 KZ2284:SPC OH N     -  14 0008                                  094 41 39.9
 KZ2284:UTM  17      -  14 0008                                  095 39 37.5
 KZ2284
 KZ2284|---------------------------------------------------------------------|
 KZ2284| PID    Reference Object                     Distance      Geod. Az  |
 KZ2284|                                                           dddmmss.s |
 KZ2284| KZ2285 14 0008                             490.459 METERS 0941424.1 |
 KZ2284|---------------------------------------------------------------------|
 KZ2284
 KZ2284                          SUPERSEDED SURVEY CONTROL
 KZ2284
 KZ2284  ELLIP H (04/01/98)  240.21   (m)                       GP(       ) 4 1
 KZ2284  NAD 83(1986)-  40 23 02.40931(N)    083 11 29.95942(W) AD(       ) 1
 KZ2284
 KZ2284.Superseded values are not recommended for survey control.
 KZ2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2284.See file dsdata.txt to determine how the superseded data were derived.
 KZ2284
 KZ2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1396672685(NAD 83)
 KZ2284_MARKER: DE = TRAVERSE STATION DISK
 KZ2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2284_SP_SET: CONCRETE POST
 KZ2284_STAMPING: DELAWARE COUNTY ENGINEER 16-0007 1991
 KZ2284_MARK LOGO: DCE   
 KZ2284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2284+STABILITY: SURFACE MOTION
 KZ2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2284+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2284
 KZ2284  HISTORY     - Date     Condition        Report By
 KZ2284  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2284
 KZ2284                          STATION DESCRIPTION
 KZ2284
 KZ2284'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2284'STATION IS LOCATED ON THE NORTHEAST CORNER OF INTERSECTION OF S.R.257
 KZ2284'AND RADNOR ROAD, 5.0 FT (1.5 M) NORTH OF NORTH EDGE OF PAVEMENT OF
 KZ2284'RADNOR ROAD, 86.8 FT (26.5 M) NORTHWEST OF A NARROW BRIDGE SIGN ON
 KZ2284'THE SOUTH SIDE OF RADNOR ROAD AND 6.7 FT (2.0 M) SOUTHEAST OF A STOP
 KZ2284'SIGN ON THE NORTH SIDE OF THE SAID ROAD.
 KZ2284'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2284'STATE RT. 37 FOR 5.89 MI (9.48 KM) TO S.R. 257. TURN RIGHT ON S.R.
 KZ2284'257 FOR 4.34 MI (6.98 KM) TO RADNOR ROAD TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2339 ***********************************************************************
 KZ2339  DESIGNATION -  16 0062
 KZ2339  PID         -  KZ2339
 KZ2339  STATE/COUNTY-  OH/DELAWARE
 KZ2339  USGS QUAD   -  OSTRANDER (1988)
 KZ2339
 KZ2339                         *CURRENT SURVEY CONTROL
 KZ2339  ___________________________________________________________________
 KZ2339* NAD 83(1995)-  40 18 16.38092(N)    083 07 35.02563(W)     ADJUSTED  
 KZ2339* NAVD 88     -       297.2    (meters)     975.     (feet)  GPS OBS   
 KZ2339  ___________________________________________________________________
 KZ2339  X           -     582,970.977 (meters)                     COMP
 KZ2339  Y           -  -4,836,092.137 (meters)                     COMP
 KZ2339  Z           -   4,104,002.925 (meters)                     COMP
 KZ2339  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 KZ2339  ELLIP HEIGHT-         263.26  (meters)          (10/07/05) GPS OBS
 KZ2339  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KZ2339
 KZ2339  HORZ ORDER  -  FIRST
 KZ2339  ELLP ORDER  -  FOURTH    CLASS I
 KZ2339
 KZ2339.The horizontal coordinates were established by GPS observations
 KZ2339.and adjusted by the National Geodetic Survey in April 1998..
 KZ2339
 KZ2339.The orthometric height was determined by GPS observations and a
 KZ2339.high-resolution geoid model.
 KZ2339
 KZ2339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2339
 KZ2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2339
 KZ2339.The ellipsoidal height was determined by GPS observations
 KZ2339.and is referenced to NAD 83.
 KZ2339
 KZ2339.The geoid height was determined by GEOID03.
 KZ2339
 KZ2339;                    North         East     Units Scale Factor Converg.
 KZ2339;SPC OH N     -    71,026.796   546,747.034   MT  1.00002716   -0 24 41.4
 KZ2339;UTM  17      - 4,463,729.799   319,293.559   MT  1.00000199   -1 22 33.0
 KZ2339
 KZ2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2339!SPC OH N     -   0.99995870  x   1.00002716  =   0.99998586
 KZ2339!UTM  17      -   0.99995870  x   1.00000199  =   0.99996069
 KZ2339
 KZ2339|---------------------------------------------------------------------|
 KZ2339| PID    Reference Object                     Distance      Geod. Az  |
 KZ2339|                                                           dddmmss.s |
 KZ2339| KZ2338 05 0061                             381.618 METERS 18254     |
 KZ2339|---------------------------------------------------------------------|
 KZ2339
 KZ2339                          SUPERSEDED SURVEY CONTROL
 KZ2339
 KZ2339  ELLIP H (04/01/98)  263.28   (m)                       GP(       ) 4 1
 KZ2339  NAD 83(1986)-  40 18 16.38858(N)    083 07 35.03400(W) AD(       ) 1
 KZ2339
 KZ2339.Superseded values are not recommended for survey control.
 KZ2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2339.See file dsdata.txt to determine how the superseded data were derived.
 KZ2339
 KZ2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1929463730(NAD 83)
 KZ2339_MARKER: DE = TRAVERSE STATION DISK
 KZ2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2339_SP_SET: CONCRETE POST
 KZ2339_STAMPING: DELAWARE COUNTY ENGINEER 16-0062 1991
 KZ2339_MARK LOGO: DCE   
 KZ2339_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2339+STABILITY: SURFACE MOTION
 KZ2339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2339+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2339
 KZ2339  HISTORY     - Date     Condition        Report By
 KZ2339  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2339
 KZ2339                          STATION DESCRIPTION
 KZ2339
 KZ2339'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2339'STATION IS LOCATED ON THE WEST SIDE OF S. SECTION LINE ROAD, 0.30 MI
 KZ2339'(0.48 KM) NORTH OF THE INTERSECTION OF U.S. HWY 36 AND S. SECTION
 KZ2339'LINE ROAD, 3.1 FT (0.9 M) WEST OF WEST EDGE OF PAVEMENT OF SAID S.
 KZ2339'SECTION LINE ROAD, 24.0 FT (7.3 M) NORTH OF A MAIL BOX NO. 854 ON THE
 KZ2339'WEST SIDE OF SAID S. SECTION LINE ROAD, 70.0 FT (21.3 M) SOUTHEAST OF
 KZ2339'POLE ON THE WEST SIDE OF SAID S. SECTION LINE ROAD.
 KZ2339'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED SOUTH ALONG
 KZ2339'N. SUNDUSKY ST. FOR 0.19 MI (0.31 KM) TO U.S. HWY 36. TURN RIGHT ON
 KZ2339'U.S. HWY 36 FOR 3.20 MI (5.15 KM) TO S. SECTION LINE ROAD. TURN RIGHT
 KZ2339'ON S. SECTION LINE ROAD FOR 0.30 MI (0.48 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3322 ***********************************************************************
 KY3322  DESIGNATION -  16 DWP
 KY3322  PID         -  KY3322
 KY3322  STATE/COUNTY-  OH/STARK
 KY3322  USGS QUAD   -  ROBERTSVILLE (1994)
 KY3322
 KY3322                         *CURRENT SURVEY CONTROL
 KY3322  ___________________________________________________________________
 KY3322* NAD 83(1995)-  40 48 30.37347(N)    081 09 03.03377(W)     ADJUSTED  
 KY3322* NAVD 88     -       409.98   (+/-2cm)    1345.1    (feet)  VERTCON   
 KY3322  ___________________________________________________________________
 KY3322  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 KY3322  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KY3322
 KY3322  HORZ ORDER  -  SECOND
 KY3322  VERT ORDER  -  THIRD ? (See Below)
 KY3322
 KY3322.The horizontal coordinates were established by classical geodetic methods
 KY3322.and adjusted by the National Geodetic Survey in April 1998..
 KY3322
 KY3322.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3322.The vertical order pertains to the NGVD 29 superseded value.
 KY3322
 KY3322.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3322
 KY3322.The geoid height was determined by GEOID03.
 KY3322
 KY3322;                    North         East     Units Scale Factor Converg.
 KY3322;SPC OH N     -   127,669.281   713,829.297   MT  0.99994932   +0 53 10.8
 KY3322;UTM  17      - 4,517,503.059   487,277.236   MT  0.99960199   -0 05 54.9
 KY3322
 KY3322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3322!SPC OH N     -   0.99994094  x   0.99994932  =   0.99989027
 KY3322!UTM  17      -   0.99994094  x   0.99960199  =   0.99954296
 KY3322
 KY3322                          SUPERSEDED SURVEY CONTROL
 KY3322
 KY3322  NAD 83(1986)-  40 48 30.37970(N)    081 09 03.04023(W) AD(       ) 2
 KY3322  NAD 27      -  40 48 30.16700(N)    081 09 03.67500(W) AD(       ) 2
 KY3322  NGVD 29 (07/19/86)  410.14   (m)         1345.6    (f) LEVELING    3  
 KY3322
 KY3322.Superseded values are not recommended for survey control.
 KY3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3322.See file dsdata.txt to determine how the superseded data were derived.
 KY3322
 KY3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8727717503(NAD 83)
 KY3322_MARK LOGO: USGS  
 KY3322
 KY3322  HISTORY     - Date     Condition        Report By
 KY3322  HISTORY     - 1950     MONUMENTED       USGS
 KY3322  HISTORY     - 19981031 GOOD             USPSQD
 KY3322
 KY3322                          STATION DESCRIPTION
 KY3322
 KY3322'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (PLB)
 KY3322'SEE STATION PARIS
 KY3322
 KY3322                          STATION RECOVERY (1998)
 KY3322
 KY3322'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY3322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3172 ***********************************************************************
 MB3172  DESIGNATION -  16 I
 MB3172  PID         -  MB3172
 MB3172  STATE/COUNTY-  OH/CUYAHOGA
 MB3172  USGS QUAD   -  WEST VIEW (1994)
 MB3172
 MB3172                         *CURRENT SURVEY CONTROL
 MB3172  ___________________________________________________________________
 MB3172* NAD 83(1995)-  41 30 16.02366(N)    081 58 08.09214(W)     ADJUSTED  
 MB3172* NAVD 88     -       190.3    (meters)     624.     (feet)  VERTCON   
 MB3172  ___________________________________________________________________
 MB3172  X           -     668,341.764 (meters)                     COMP
 MB3172  Y           -  -4,736,849.985 (meters)                     COMP
 MB3172  Z           -   4,204,645.747 (meters)                     COMP
 MB3172  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 MB3172  ELLIP HEIGHT-         155.82  (meters)          (10/07/05) GPS OBS
 MB3172  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB3172
 MB3172  HORZ ORDER  -  FIRST
 MB3172  ELLP ORDER  -  FOURTH    CLASS I
 MB3172
 MB3172.The horizontal coordinates were established by GPS observations
 MB3172.and adjusted by the National Geodetic Survey in April 1998..
 MB3172
 MB3172.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3172
 MB3172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3172
 MB3172.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3172
 MB3172.The ellipsoidal height was determined by GPS observations
 MB3172.and is referenced to NAD 83.
 MB3172
 MB3172.The geoid height was determined by GEOID03.
 MB3172
 MB3172;                    North         East     Units Scale Factor Converg.
 MB3172;SPC OH N     -   204,216.866   644,338.883   MT  0.99996815   +0 20 56.0
 MB3172;UTM  17      - 4,595,211.486   419,136.773   MT  0.99968047   -0 38 31.6
 MB3172
 MB3172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3172!SPC OH N     -   0.99997556  x   0.99996815  =   0.99994371
 MB3172!UTM  17      -   0.99997556  x   0.99968047  =   0.99965604
 MB3172
 MB3172                          SUPERSEDED SURVEY CONTROL
 MB3172
 MB3172  ELLIP H (04/01/98)  155.85   (m)                       GP(       ) 4 1
 MB3172  NAD 83(1995)-  41 30 16.02653(N)    081 58 08.09301(W) AD(       ) 1
 MB3172  NAD 83(1986)-  41 30 16.03316(N)    081 58 08.09745(W) AD(       ) 1
 MB3172  NGVD 29 (11/06/91)  190.6    (m)          625.     (f) GPS OBS        
 MB3172
 MB3172.Superseded values are not recommended for survey control.
 MB3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3172.See file dsdata.txt to determine how the superseded data were derived.
 MB3172
 MB3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF1913795211(NAD 83)
 MB3172_MARKER: I = METAL ROD
 MB3172_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3172_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3172_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3172+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1990
 MB3172
 MB3172  HISTORY     - Date     Condition        Report By
 MB3172  HISTORY     - UNK      MONUMENTED
 MB3172  HISTORY     - 19900325 GOOD             AEROS
 MB3172
 MB3172                          STATION DESCRIPTION
 MB3172
 MB3172'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3172'STATION IS LOCATED ON LAKE DRIVE AT THE CUYAHOGA-LORAIN COUNTY LINE.
 MB3172'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND CROCKER ROAD
 MB3172'EXIT, GO NORTH FOR 2.58 KM (1.60 MI) ON CROCKER STREET TO LAKE DRIVE.
 MB3172'TURN LEFT AND GO WEST FOR 2.09 KM (1.30 MI) ON LAKE DRIVE TO THE
 MB3172'COUNTY LINE AND THE STATION.
 MB3172'STATION IS A 2.0 CM DIAMETER IRON ROD RECESSED 6.5 CM BELOW THE ROAD
 MB3172'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED IN THE NORTH
 MB3172'R.O.W. OF LAKE DRIVE IN FRONT OF HOUSE 31692, 4.63 M (15.2 FT) NORTH
 MB3172'OF POWER POLE.284052, 7.46 M (24.5 FT) NORTHEAST OF A FIRE HYDRANT,
 MB3172'9.23 M (30.3 FT) NORTHEAST OF THE NORTH LEG OF A COUNTY LINE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2914 ***********************************************************************
 KY2914  DESIGNATION -  16 RHP
 KY2914  PID         -  KY2914
 KY2914  STATE/COUNTY-  OH/STARK
 KY2914  USGS QUAD   -  MASSILLON (1994)
 KY2914
 KY2914                         *CURRENT SURVEY CONTROL
 KY2914  ___________________________________________________________________
 KY2914* NAD 83(1986)-  40 49 56.     (N)    081 30 06.     (W)     SCALED    
 KY2914* NAVD 88     -       332.027  (meters)    1089.33   (feet)  ADJUSTED  
 KY2914  ___________________________________________________________________
 KY2914  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KY2914  DYNAMIC HT  -         331.877 (meters)    1088.83  (feet)  COMP
 KY2914  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 KY2914
 KY2914  VERT ORDER  -  FIRST     CLASS II
 KY2914
 KY2914.The horizontal coordinates were scaled from a topographic map and have
 KY2914.an estimated accuracy of +/- 6 seconds.
 KY2914
 KY2914.The orthometric height was determined by differential leveling
 KY2914.and adjusted by the National Geodetic Survey in June 1991..
 KY2914
 KY2914.The geoid height was determined by GEOID03.
 KY2914
 KY2914.The dynamic height is computed by dividing the NAVD 88
 KY2914.geopotential number by the normal gravity value computed on the
 KY2914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2914.degrees latitude (g = 980.6199 gals.).
 KY2914
 KY2914.The modeled gravity was interpolated from observed gravity values.
 KY2914
 KY2914;                    North         East    Units  Estimated Accuracy
 KY2914;SPC OH N     -   129,910.      684,200.      MT  (+/- 180 meters Scaled)
 KY2914
 KY2914                          SUPERSEDED SURVEY CONTROL
 KY2914
 KY2914  NGVD 29 (06/03/92)  332.218  (m)         1089.95   (f) ADJUSTED    1 2
 KY2914
 KY2914.Superseded values are not recommended for survey control.
 KY2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2914.See file dsdata.txt to determine how the superseded data were derived.
 KY2914
 KY2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF577202(NAD 83)
 KY2914_MARKER: DD = SURVEY DISK
 KY2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2914_SP_SET: CONCRETE POST
 KY2914_STAMPING: 16 RHP 1090 1956
 KY2914_MARK LOGO: USGS  
 KY2914_PROJECTION: PROJECTING 6 CENTIMETERS
 KY2914_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY2914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2914+STABILITY: SURFACE MOTION
 KY2914
 KY2914  HISTORY     - Date     Condition        Report By
 KY2914  HISTORY     - 1956     MONUMENTED       USGS
 KY2914  HISTORY     - 1983     GOOD             NGS
 KY2914  HISTORY     - 19910529 GOOD             OHDT
 KY2914
 KY2914                          STATION DESCRIPTION
 KY2914
 KY2914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2914'3.9 KM (2.4 MI) NORTH FROM MASSILLON.
 KY2914'3.9 KM (2.4 MI) NORTH ALONG STATE HIGHWAY 241 FROM THE JUNCTION OF
 KY2914'STATE HIGHWAY 172 (LINCOLN WAY) IN MASSILLON TO THE JUNCTION OF
 KY2914'STUHLDREHER STREET NORTHWEST AND THE MARK ON THE RIGHT, 21.49 METERS
 KY2914'(70.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 12.65 METERS
 KY2914'(41.5 FT) EAST-NORTHEAST OF A FIRE HYDRANT, 7.62 METERS (25.0 FT)
 KY2914'SOUTH OF THE CENTER OF STUHLDREHER STREET, 0.58 METER (1.9 FT) SOUTH
 KY2914'OF POWER POLE D-2011.
 KY2914'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 KY2914'THE MARK IS 0.61 M ABOVE HIGHWAY.
 KY2914
 KY2914                          STATION RECOVERY (1991)
 KY2914
 KY2914'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY2914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0679 ***********************************************************************
 MC0679  DESIGNATION -  16 WO
 MC0679  PID         -  MC0679
 MC0679  STATE/COUNTY-  OH/WOOD
 MC0679  USGS QUAD   -  MAUMEE (1994)
 MC0679
 MC0679                         *CURRENT SURVEY CONTROL
 MC0679  ___________________________________________________________________
 MC0679* NAD 83(1986)-  41 33 26.     (N)    083 37 40.     (W)     SCALED    
 MC0679* NAVD 88     -       192.397  (meters)     631.22   (feet)  ADJUSTED  
 MC0679  ___________________________________________________________________
 MC0679  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC0679  DYNAMIC HT  -         192.321 (meters)     630.97  (feet)  COMP
 MC0679  MODELED GRAV-     980,224.2   (mgal)                       NAVD 88
 MC0679
 MC0679  VERT ORDER  -  FIRST     CLASS I
 MC0679
 MC0679.The horizontal coordinates were scaled from a topographic map and have
 MC0679.an estimated accuracy of +/- 6 seconds.
 MC0679
 MC0679.The orthometric height was determined by differential leveling
 MC0679.and adjusted by the National Geodetic Survey in January 1994..
 MC0679.WARNING-Repeat measurements at this control monument indicate possible
 MC0679.vertical movement.
 MC0679
 MC0679.The geoid height was determined by GEOID03.
 MC0679
 MC0679.The dynamic height is computed by dividing the NAVD 88
 MC0679.geopotential number by the normal gravity value computed on the
 MC0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0679.degrees latitude (g = 980.6199 gals.).
 MC0679
 MC0679.The modeled gravity was interpolated from observed gravity values.
 MC0679
 MC0679;                    North         East    Units  Estimated Accuracy
 MC0679;SPC OH N     -   210,550.      505,920.      MT  (+/- 180 meters Scaled)
 MC0679
 MC0679                          SUPERSEDED SURVEY CONTROL
 MC0679
 MC0679  NAVD 88 (06/15/91)  192.402  (m)          631.24   (f) UNKNOWN     1 1
 MC0679  NGVD 29 (??/??/92)  192.597  (m)          631.88   (f) ADJ UNCH    1 1
 MC0679
 MC0679.Superseded values are not recommended for survey control.
 MC0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0679.See file dsdata.txt to determine how the superseded data were derived.
 MC0679
 MC0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG808039(NAD 83)
 MC0679_MARKER: DB = BENCH MARK DISK
 MC0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0679_SP_SET: CONCRETE POST
 MC0679_STAMPING: 632 TT 16 WO 1934
 MC0679_MARK LOGO: USGS  
 MC0679_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0679+STABILITY: SURFACE MOTION
 MC0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0679+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1998
 MC0679
 MC0679  HISTORY     - Date     Condition        Report By
 MC0679  HISTORY     - 1934     MONUMENTED       USGS
 MC0679  HISTORY     - 1968     GOOD             CGS
 MC0679  HISTORY     - 1982     GOOD             NGS
 MC0679  HISTORY     - 1983     GOOD             LOCSUR
 MC0679  HISTORY     - 1987     GOOD             USPSQD
 MC0679  HISTORY     - 1988     POOR             USPSQD
 MC0679  HISTORY     - 19930715 GOOD             NGS
 MC0679  HISTORY     - 19981130 GOOD             NGS
 MC0679
 MC0679                          STATION DESCRIPTION
 MC0679
 MC0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0679'AT PERRYSBURG.
 MC0679'AT PERRYSBURG, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 MC0679'INDIANA AND LOUISIANA AVENUE, 52.9 FEET SOUTH OF THE SOUTH
 MC0679'CORNER OF THE WILLARD V. WAY PUBLIC LIBRARY, 46 FEET NORTHWEST
 MC0679'OF THE NORTHWEST CURB OF INDIANA AVENUE, 31.4 FEET NORTHEAST OF
 MC0679'THE NORTHEAST CURB OF LOUISIANA AVENUE, 5.9 FEET NORTHWEST OF THE
 MC0679'NORTHWEST EDGE OF THE INDIANA AVENUE SIDEWALK, 2.5 FEET NORTHEAST
 MC0679'OF THE NORTHEAST EDGE OF THE LOUISIANA AVENUE SIDEWALK, ABOUT
 MC0679'LEVEL WITH THE SIDEWALKS AND SET IN THE TOP OF A CONCRETE POST
 MC0679'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  NOTE-- IT
 MC0679'APPEARS AS THOUGH THE MARK HAS MOVED LOWER ABOUT 5 CENTIMETERS.
 MC0679'MARK MAY HAVE BEEN LOWERED AS THE ORIGINAL DESCRIPTION STATED
 MC0679'THAT THE MARK PROJECTED 4 INCHES ABOVE THE LEVEL OF THE GROUND
 MC0679'AND THE MARK NOW PROJECTS 1 INCH.  ALSO THE MEASUREMENT FROM
 MC0679'THE CORNER OF THE LIBRARY DOES NOT CHECK WITH OLD MEASUREMENT.
 MC0679
 MC0679                          STATION RECOVERY (1982)
 MC0679
 MC0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MC0679'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PERRYSBURG,
 MC0679'AT THE NORTHEAST CORNER OF THE INTERSECTION OF INDIANA AND LOUISIANA
 MC0679'AVENUES, 16.1 METERS (52.9 FT) SOUTH OF THE SOUTH CORNER OF THE
 MC0679'WILLARD V. WAY PUBLIC LIBRARY, 14 METERS (46 FT) NORTHWEST OF THE
 MC0679'NORTHWEST CURB OF INDIANA AVENUE, 9.6 METERS (31.4 FT) NORTHEAST OF
 MC0679'THE NORTHEAST CURB OF LOUISIANA AVENUE, 1.8 METERS (5.9 FT) NORTHWEST
 MC0679'OF THE NORTHWEST EDGE OF INDIANA AVENUE SIDEWALK, 0.8 METER (2.5 FT)
 MC0679'NORTHEAST OF THE NORTHEAST EDGE OF LOUISIANA SIDEWALK, ABOUT LEVEL
 MC0679'WITH THE SIDEWALKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MC0679'0.03 METER (1 INCH).
 MC0679
 MC0679                          STATION RECOVERY (1983)
 MC0679
 MC0679'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0679'RECOVERED IN GOOD CONDITION.
 MC0679
 MC0679                          STATION RECOVERY (1987)
 MC0679
 MC0679'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0679'RECOVERED IN GOOD CONDITION.
 MC0679
 MC0679                          STATION RECOVERY (1988)
 MC0679
 MC0679'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MC0679'MARK RECOVERED IN POOR CONDITION.
 MC0679
 MC0679                          STATION RECOVERY (1993)
 MC0679
 MC0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0679'IN PERRYSBURG, AT THE INTERSECTION OF EAST INDIANA AVENUE AND
 MC0679'LOUISIANA STREET, 20.1 M (65.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 MC0679'AVENUE, 17.0 M (55.8 FT) NORTHEAST OF THE CENTERLINE OF THE STREET,
 MC0679'16.3 M (53.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE WILLARD V
 MC0679'WAY LIBRARY, 1.8 M (5.9 FT) NORTHWEST OF THE NORTHWEST EDGE OF A
 MC0679'SIDEWALK, 0.8 M (2.6 FT) NORTHEAST OF THE NORTHEAST EDGE OF A
 MC0679'SIDEWALK, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET, AND THE
 MC0679'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 MC0679
 MC0679                          STATION RECOVERY (1998)
 MC0679
 MC0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 MC0679'ANOTHER ALIAS IS PERRYSBURG TT 16 WO. STATION IS THE WILLARD V WAY
 MC0679'PUBLIC LIBRARY IN DOWNTOWN PERRYSBURG, OHIO.  STATION IS 0.3 KM (0.20
 MC0679'MI) SOUTH OF PERRYSBURG POST OFFICE AND ABOUT 1 MI (1.6 KM) SW OF
 MC0679'DOWNTOWN TOLEDO, OHIO.  TO ACCESS FROM EXIT 4 OF OHIO TURNPIKE
 MC0679'(INTERSTATES 80 AND 90) , GO SOUTH, EAST, SOUTHEAST ON EASTBOUND US
 MC0679'ROUTE 20 FOR 6.4 KM (3.95 MI) TO LIBRARY AT NNE CORNER OF INDIANA
 MC0679'AVENUE (US 20) AND LOUISIANA AVENUE (US 20 AND OH 199) .  ALTERNATIVE
 MC0679'ACCESS FROM EXIT 2 OF INTERSTATE 475 IS BY GOING NNE FOR 1.1 KM (0.70
 MC0679'MI) , BEAR RIGHT AND CONTINUE NNE FOR 1.45 KM (0.90 MI) , AND TURN ENE
 MC0679'(RIGHT) ONTO INDIANA AVENUE, AND GO 0.35 KM (0.20 MI) TO STATION.
 MC0679'STATION IS 16.1 M (52.8 FT) SSW OF SSW CORNER OF LIBRARY, 14.0 M (45.9
 MC0679'FT) NNW OF NNW CURB OF INDIANA AVENUE, 9.6 M (31.5 FT) ENE OF ENE CURB
 MC0679'OF LOUISIANA AVENUE, 1.8 M (5.9 FT) NNW OF NNW EDGE OF INDIANA AVENUE
 MC0679'SIDEWALK, 0.75 M (2.46 FT) ENE OF ENE EDGE OF LOUISIANA AVENUE
 MC0679'SIDEWALK, ABOUT LEVEL WITH THE SIDEWALKS AND ON TOP OF A CONCRETE POST
 MC0679'WHICH PROJECTS ABOUT 2 CM . DISK PROJECTS ABOUT 10 MM ABOVE POST.
 MC0679'GRAVIMETER SITS ATOP POST AND FACES NNW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3111 ***********************************************************************
 MB3111  DESIGNATION -  1602
 MB3111  PID         -  MB3111
 MB3111  STATE/COUNTY-  OH/GEAUGA
 MB3111  USGS QUAD   -  SOUTH RUSSELL (1984)
 MB3111
 MB3111                         *CURRENT SURVEY CONTROL
 MB3111  ___________________________________________________________________
 MB3111* NAD 83(1995)-  41 24 05.09607(N)    081 21 24.48803(W)     ADJUSTED  
 MB3111* NAVD 88     -       330.3    (meters)    1084.     (feet)  VERTCON   
 MB3111  ___________________________________________________________________
 MB3111  X           -     720,062.540 (meters)                     COMP
 MB3111  Y           -  -4,737,033.629 (meters)                     COMP
 MB3111  Z           -   4,196,161.682 (meters)                     COMP
 MB3111  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 MB3111  ELLIP HEIGHT-         296.39  (meters)          (10/07/05) GPS OBS
 MB3111  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB3111
 MB3111  HORZ ORDER  -  FIRST
 MB3111  ELLP ORDER  -  FOURTH    CLASS I
 MB3111
 MB3111.The horizontal coordinates were established by GPS observations
 MB3111.and adjusted by the National Geodetic Survey in April 1998..
 MB3111
 MB3111.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3111
 MB3111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3111
 MB3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3111
 MB3111.The ellipsoidal height was determined by GPS observations
 MB3111.and is referenced to NAD 83.
 MB3111
 MB3111.The geoid height was determined by GEOID03.
 MB3111
 MB3111;                    North         East     Units Scale Factor Converg.
 MB3111;SPC OH N     -   193,265.413   695,590.313   MT  0.99995607   +0 45 03.7
 MB3111;UTM  17      - 4,583,380.971   470,175.155   MT  0.99961095   -0 14 09.5
 MB3111
 MB3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3111!SPC OH N     -   0.99995351  x   0.99995607  =   0.99990958
 MB3111!UTM  17      -   0.99995351  x   0.99961095  =   0.99956448
 MB3111
 MB3111                          SUPERSEDED SURVEY CONTROL
 MB3111
 MB3111  ELLIP H (04/01/98)  296.44   (m)                       GP(       ) 4 1
 MB3111  NAD 83(1986)-  41 24 05.10606(N)    081 21 24.48648(W) AD(       ) 1
 MB3111  NGVD 29 (12/02/91)  330.5    (m)         1084.     (f) GPS OBS        
 MB3111
 MB3111.Superseded values are not recommended for survey control.
 MB3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3111.See file dsdata.txt to determine how the superseded data were derived.
 MB3111
 MB3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7017583381(NAD 83)
 MB3111_MARKER: DE = TRAVERSE STATION DISK
 MB3111_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3111_SP_SET: CONCRETE MONUMENT
 MB3111_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1602
 MB3111_MARK LOGO: OH-055
 MB3111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3111+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3111
 MB3111  HISTORY     - Date     Condition        Report By
 MB3111  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3111
 MB3111                          STATION DESCRIPTION
 MB3111
 MB3111'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3111'STATION IS LOCATED APPROXIMATELY 13.6 FEET NORTHEAST OF THE CENTERLINE
 MB3111'OF CHAGRIN ROAD AND IS APPROXIMATELY 50.3 FEET NORTHWEST OF THE
 MB3111'POWERPOLE. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK
 MB3111'SET INTO A CONCRETE MONUMENT AND IS STAMPED 1602. TO REACH THE
 MB3111'STATION FROM THE CHARDON POST OFFICE PROCEED WEST ON CENTER STREET
 MB3111'FOR .02 MILES TO WASHINGTON STREET. TURN LEFT ON WASHINGTON STREE AND
 MB3111'PROCEED SOUTH FOR .17 MILES TO WATER STREET. TURN RIGHT ON WATER
 MB3111'STREET AND PROCEED EAST FOR .29 MILES TO SOUTH STREET OR RAVENNA
 MB3111'ROAD. TURN RIGHT ON RAVENNA ROAD AND PROCEED SOUTH FOR 13.53 MILES TO
 MB3111'WASHINGTON STREET AND PROCEED EAST FOR 3.19 MILES TO ROUTE 11.
 MB3111'PROCEED EAST ON ROUTE 11 OR BAINSBRIDGE ROAD FOR 3.06 MILES TO
 MB3111'CHAGRIN ROAD. TURN RIGHT ON CHAGRIN ROAD AND PROCEED WEST FOR .93
 MB3111'MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3112 ***********************************************************************
 MB3112  DESIGNATION -  1603
 MB3112  PID         -  MB3112
 MB3112  STATE/COUNTY-  OH/GEAUGA
 MB3112  USGS QUAD   -  THOMPSON (1994)
 MB3112
 MB3112                         *CURRENT SURVEY CONTROL
 MB3112  ___________________________________________________________________
 MB3112* NAD 83(1995)-  41 41 29.98740(N)    081 00 09.55360(W)     ADJUSTED  
 MB3112* NAVD 88     -       311.1    (meters)    1021.     (feet)  VERTCON   
 MB3112  ___________________________________________________________________
 MB3112  X           -     745,982.466 (meters)                     COMP
 MB3112  Y           -  -4,711,360.240 (meters)                     COMP
 MB3112  Z           -   4,220,275.984 (meters)                     COMP
 MB3112  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 MB3112  ELLIP HEIGHT-         276.96  (meters)          (10/07/05) GPS OBS
 MB3112  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 MB3112
 MB3112  HORZ ORDER  -  FIRST
 MB3112  ELLP ORDER  -  FOURTH    CLASS I
 MB3112
 MB3112.The horizontal coordinates were established by GPS observations
 MB3112.and adjusted by the National Geodetic Survey in April 1998..
 MB3112
 MB3112.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3112
 MB3112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3112
 MB3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3112
 MB3112.The ellipsoidal height was determined by GPS observations
 MB3112.and is referenced to NAD 83.
 MB3112
 MB3112.The geoid height was determined by GEOID03.
 MB3112
 MB3112;                    North         East     Units Scale Factor Converg.
 MB3112;SPC OH N     -   225,944.336   724,647.031   MT  0.99999840   +0 59 01.3
 MB3112;UTM  17      - 4,615,542.865   499,779.163   MT  0.99960000   -0 00 06.4
 MB3112
 MB3112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3112!SPC OH N     -   0.99995656  x   0.99999840  =   0.99995496
 MB3112!UTM  17      -   0.99995656  x   0.99960000  =   0.99955658
 MB3112
 MB3112                          SUPERSEDED SURVEY CONTROL
 MB3112
 MB3112  ELLIP H (04/01/98)  277.02   (m)                       GP(       ) 4 1
 MB3112  NAD 83(1986)-  41 41 29.99757(N)    081 00 09.55147(W) AD(       ) 1
 MB3112  NGVD 29 (12/02/91)  311.3    (m)         1021.     (f) GPS OBS        
 MB3112
 MB3112.Superseded values are not recommended for survey control.
 MB3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3112.See file dsdata.txt to determine how the superseded data were derived.
 MB3112
 MB3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9977915543(NAD 83)
 MB3112_MARKER: DE = TRAVERSE STATION DISK
 MB3112_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3112_SP_SET: CONCRETE MONUMENT
 MB3112_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1603
 MB3112_MARK LOGO: OH-055
 MB3112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3112+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3112
 MB3112  HISTORY     - Date     Condition        Report By
 MB3112  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3112  HISTORY     - 19970629 MARK NOT FOUND   USPSQD
 MB3112
 MB3112                          STATION DESCRIPTION
 MB3112
 MB3112'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3112'STATION IS LOCATED APPROXIMATELY 11.7 FEET WEST OF THE CENTERLINE OF
 MB3112'SHORT ROAD AND IS APPROXIMATELY 450 FEET NORTH OF THE CENTERLINE OF
 MB3112'THOMPSON ROAD. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS
 MB3112'DISKSET INTO A CONCRETE MONUMENT AND IS STAMPED 1603. TO REACH FROM
 MB3112'THE CHARDON POST OFFICE PROCEED EAST ON CENTER STREET FOR .19 MILES
 MB3112'TO THE HAMBDEN TOWNSHIP LINE. PROCEED EAST ON U.S. ROUTE 6 FOR 7.52
 MB3112'MILES TO MADISON ROAD. TURN LEFT ON MADISON ROAD AND PROCEED NORTH
 MB3112'FOR 5.89 MILES TO THOMPSON ROAD. TURN RIGHT ON THOMPSON ROAD  AND
 MB3112'PROCEED WEST FOR 2.39 MILES TO THE MARK.
 MB3112
 MB3112                          STATION RECOVERY (1997)
 MB3112
 MB3112'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB3112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3113 ***********************************************************************
 MB3113  DESIGNATION -  1608
 MB3113  PID         -  MB3113
 MB3113  STATE/COUNTY-  OH/GEAUGA
 MB3113  USGS QUAD   -  THOMPSON (1994)
 MB3113
 MB3113                         *CURRENT SURVEY CONTROL
 MB3113  ___________________________________________________________________
 MB3113* NAD 83(1995)-  41 42 53.06854(N)    081 00 34.77601(W)     ADJUSTED  
 MB3113* NAVD 88     -       294.0    (meters)     965.     (feet)  VERTCON   
 MB3113  ___________________________________________________________________
 MB3113  X           -     745,137.862 (meters)                     COMP
 MB3113  Y           -  -4,709,754.428 (meters)                     COMP
 MB3113  Z           -   4,222,178.377 (meters)                     COMP
 MB3113  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 MB3113  ELLIP HEIGHT-         259.83  (meters)          (10/07/05) GPS OBS
 MB3113  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 MB3113
 MB3113  HORZ ORDER  -  FIRST
 MB3113  ELLP ORDER  -  FOURTH    CLASS I
 MB3113
 MB3113.The horizontal coordinates were established by GPS observations
 MB3113.and adjusted by the National Geodetic Survey in April 1998..
 MB3113
 MB3113.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3113
 MB3113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3113
 MB3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3113
 MB3113.The ellipsoidal height was determined by GPS observations
 MB3113.and is referenced to NAD 83.
 MB3113
 MB3113.The geoid height was determined by GEOID03.
 MB3113
 MB3113;                    North         East     Units Scale Factor Converg.
 MB3113;SPC OH N     -   228,497.201   724,020.054   MT  1.00000288   +0 58 44.7
 MB3113;UTM  17      - 4,618,105.108   499,196.418   MT  0.99960001   -0 00 23.1
 MB3113
 MB3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3113!SPC OH N     -   0.99995925  x   1.00000288  =   0.99996213
 MB3113!UTM  17      -   0.99995925  x   0.99960001  =   0.99955927
 MB3113
 MB3113                          SUPERSEDED SURVEY CONTROL
 MB3113
 MB3113  ELLIP H (04/01/98)  259.89   (m)                       GP(       ) 4 1
 MB3113  NAD 83(1986)-  41 42 53.07870(N)    081 00 34.77388(W) AD(       ) 1
 MB3113  NGVD 29 (12/02/91)  294.3    (m)          966.     (f) GPS OBS        
 MB3113
 MB3113.Superseded values are not recommended for survey control.
 MB3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3113.See file dsdata.txt to determine how the superseded data were derived.
 MB3113
 MB3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9919618105(NAD 83)
 MB3113_MARKER: DE = TRAVERSE STATION DISK
 MB3113_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3113_SP_SET: CONCRETE MONUMENT
 MB3113_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1608
 MB3113_MARK LOGO: OH-055
 MB3113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3113+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3113
 MB3113  HISTORY     - Date     Condition        Report By
 MB3113  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3113
 MB3113                          STATION DESCRIPTION
 MB3113
 MB3113'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3113'STATION IS LOCATED APPROXIMATELY 7.7 FEET NORTH OF THE CENTERLINE OF
 MB3113'STOCKING ROAD AND IS APPROXIMATELY .4 MILES EAST OF SIDLEY ROAD. THE
 MB3113'STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK SET INTO A
 MB3113'CONCRETE MONUMENT AND IS STAMPED 1608. TO REACH THE STATION FROM THE
 MB3113'CHARDON POST OFFICE PROCEED EAST ON CENTER STREET FOR .19 MILES TO
 MB3113'THE HAMBDEN TOWNSHIP LINE. PROCEED EAST ON U,S. ROUTE 6 FOR 7.16
 MB3113'MILES TO STATE ROUTE 528. PROCEED NORTH ON STATE ROUTE 528 FOR 7.28
 MB3113'MILES TO STOCKING ROAD. TURN RIGHT ON STOCKING ROAD AND PROCEED EAST
 MB3113'FOR 2.36 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3612 ***********************************************************************
 JZ3612  DESIGNATION -  161
 JZ3612  PID         -  JZ3612
 JZ3612  STATE/COUNTY-  OH/HAMILTON
 JZ3612  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3612
 JZ3612                         *CURRENT SURVEY CONTROL
 JZ3612  ___________________________________________________________________
 JZ3612* NAD 83(1986)-  39 13 12.     (N)    084 28 24.     (W)     SCALED    
 JZ3612* NAVD 88     -       177.388  (meters)     581.98   (feet)  ADJUSTED  
 JZ3612  ___________________________________________________________________
 JZ3612  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ3612  DYNAMIC HT  -         177.277 (meters)     581.62  (feet)  COMP
 JZ3612  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 JZ3612
 JZ3612  VERT ORDER  -  FIRST     CLASS II
 JZ3612
 JZ3612.The horizontal coordinates were scaled from a topographic map and have
 JZ3612.an estimated accuracy of +/- 6 seconds.
 JZ3612
 JZ3612.The orthometric height was determined by differential leveling
 JZ3612.and adjusted by the National Geodetic Survey in January 1994..
 JZ3612
 JZ3612.The geoid height was determined by GEOID03.
 JZ3612
 JZ3612.The dynamic height is computed by dividing the NAVD 88
 JZ3612.geopotential number by the normal gravity value computed on the
 JZ3612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3612.degrees latitude (g = 980.6199 gals.).
 JZ3612
 JZ3612.The modeled gravity was interpolated from observed gravity values.
 JZ3612
 JZ3612;                    North         East    Units  Estimated Accuracy
 JZ3612;SPC OH S     -   137,300.      429,610.      MT  (+/- 180 meters Scaled)
 JZ3612
 JZ3612                          SUPERSEDED SURVEY CONTROL
 JZ3612
 JZ3612.No superseded survey control is available for this station.
 JZ3612
 JZ3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ181442(NAD 83)
 JZ3612_MARKER: DD = SURVEY DISK
 JZ3612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3612_SP_SET: CONCRETE POST
 JZ3612_STAMPING: 161
 JZ3612_MARK LOGO: OH1610
 JZ3612_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3612+STABILITY: SURFACE MOTION
 JZ3612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3612+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ3612
 JZ3612  HISTORY     - Date     Condition        Report By
 JZ3612  HISTORY     - UNK      MONUMENTED       OH1610
 JZ3612  HISTORY     - 19930604 GOOD             NGS
 JZ3612
 JZ3612                          STATION DESCRIPTION
 JZ3612
 JZ3612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3612'IN WYOMING, AT THE INTERSECTION OF STATE HIGHWAY 4 (SPRINGFIELD PIKE)
 JZ3612'AND ALLEN AVENUE, 12.9 M (42.3 FT) EAST OF THE HIGHWAY CENTERLINE,
 JZ3612'7.1 M (23.3 FT) SOUTH OF THE AVENUE CENTERLINE, 0.2 M (0.7 FT) SOUTH
 JZ3612'OF THE SOUTH EDGE OF A SIDEWALK, 0.2 M (0.7 FT) EAST OF THE EAST EDGE
 JZ3612'OF A SIDEWALK, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 JZ3612'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3114 ***********************************************************************
 MB3114  DESIGNATION -  1612
 MB3114  PID         -  MB3114
 MB3114  STATE/COUNTY-  OH/GEAUGA
 MB3114  USGS QUAD   -  MIDDLEFIELD (1994)
 MB3114
 MB3114                         *CURRENT SURVEY CONTROL
 MB3114  ___________________________________________________________________
 MB3114* NAD 83(1995)-  41 25 33.90851(N)    081 00 11.13652(W)     ADJUSTED  
 MB3114* NAVD 88     -       297.2    (meters)     975.     (feet)  VERTCON   
 MB3114  ___________________________________________________________________
 MB3114  X           -     749,004.821 (meters)                     COMP
 MB3114  Y           -  -4,730,683.400 (meters)                     COMP
 MB3114  Z           -   4,198,194.640 (meters)                     COMP
 MB3114  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 MB3114  ELLIP HEIGHT-         263.23  (meters)          (10/07/05) GPS OBS
 MB3114  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB3114
 MB3114  HORZ ORDER  -  FIRST
 MB3114  ELLP ORDER  -  FOURTH    CLASS I
 MB3114
 MB3114.The horizontal coordinates were established by GPS observations
 MB3114.and adjusted by the National Geodetic Survey in April 1998..
 MB3114
 MB3114.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3114
 MB3114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3114
 MB3114.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3114
 MB3114.The ellipsoidal height was determined by GPS observations
 MB3114.and is referenced to NAD 83.
 MB3114
 MB3114.The geoid height was determined by GEOID03.
 MB3114
 MB3114;                    North         East     Units Scale Factor Converg.
 MB3114;SPC OH N     -   196,452.450   725,116.653   MT  0.99995866   +0 59 00.2
 MB3114;UTM  17      - 4,586,058.376   499,741.516   MT  0.99960000   -0 00 07.4
 MB3114
 MB3114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3114!SPC OH N     -   0.99995871  x   0.99995866  =   0.99991738
 MB3114!UTM  17      -   0.99995871  x   0.99960000  =   0.99955873
 MB3114
 MB3114                          SUPERSEDED SURVEY CONTROL
 MB3114
 MB3114  ELLIP H (04/01/98)  263.27   (m)                       GP(       ) 4 1
 MB3114  NAD 83(1986)-  41 25 33.91687(N)    081 00 11.13310(W) AD(       ) 1
 MB3114  NGVD 29 (12/02/91)  297.3    (m)          975.     (f) GPS OBS        
 MB3114
 MB3114.Superseded values are not recommended for survey control.
 MB3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3114.See file dsdata.txt to determine how the superseded data were derived.
 MB3114
 MB3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9974286058(NAD 83)
 MB3114_MARKER: DE = TRAVERSE STATION DISK
 MB3114_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3114_SP_SET: CONCRETE MONUMENT
 MB3114_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1612
 MB3114_MARK LOGO: OH-055
 MB3114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3114+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3114
 MB3114  HISTORY     - Date     Condition        Report By
 MB3114  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3114
 MB3114                          STATION DESCRIPTION
 MB3114
 MB3114'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3114'STATION IS LOCSTED APPROXIMATELY 24 FEET NORTHWEST OF THE CENTERLINE
 MB3114'OF BUNDYSBURG ROAD AND IS APPROXIMATELY 49 FEET SOUTH OF THE
 MB3114'POWERPOLE. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK
 MB3114'SET INTO A CONCRET MONUMENT AND IS STAMPED 1612. TO REACH THE STATION
 MB3114'FROM THE CHARDON POST OFFICE PROCEED EAST ON CENTER STREET FOR .19
 MB3114'MILES TO THE HAMBDEN TOWNSHIP LINE.PROCEED EAST ON U.S. ROUTE 6 FOR
 MB3114'7.16 MILES TO STATE ROUTE 528. TURN RIGHT ON STAQTE 528 AND PROCEED
 MB3114'SOUTH FOR 11.47 MILES TO SWINE ROAD. TURN LEFT ON SWINE ROAD AND
 MB3114'PROCEED WEST FOR 3.07 MILES TO BUNDYSBURG ROAD. TURN LEFT ON
 MB3114'BUNDYSBURG ROAD AND PROCEED NORTH FOR .29 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3115 ***********************************************************************
 MB3115  DESIGNATION -  1617
 MB3115  PID         -  MB3115
 MB3115  STATE/COUNTY-  OH/GEAUGA
 MB3115  USGS QUAD   -  MIDDLEFIELD (1994)
 MB3115
 MB3115                         *CURRENT SURVEY CONTROL
 MB3115  ___________________________________________________________________
 MB3115* NAD 83(1995)-  41 23 13.26626(N)    081 07 03.79307(W)     ADJUSTED  
 MB3115* NAVD 88     -       383.0    (meters)    1257.     (feet)  VERTCON   
 MB3115  ___________________________________________________________________
 MB3115  X           -     739,992.115 (meters)                     COMP
 MB3115  Y           -  -4,735,071.476 (meters)                     COMP
 MB3115  Z           -   4,194,996.955 (meters)                     COMP
 MB3115  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 MB3115  ELLIP HEIGHT-         349.09  (meters)          (10/07/05) GPS OBS
 MB3115  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB3115
 MB3115  HORZ ORDER  -  FIRST
 MB3115  ELLP ORDER  -  FOURTH    CLASS I
 MB3115
 MB3115.The horizontal coordinates were established by GPS observations
 MB3115.and adjusted by the National Geodetic Survey in April 1998..
 MB3115
 MB3115.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3115
 MB3115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3115
 MB3115.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3115
 MB3115.The ellipsoidal height was determined by GPS observations
 MB3115.and is referenced to NAD 83.
 MB3115
 MB3115.The geoid height was determined by GEOID03.
 MB3115
 MB3115;                    North         East     Units Scale Factor Converg.
 MB3115;SPC OH N     -   191,956.154   715,605.342   MT  0.99995464   +0 54 29.1
 MB3115;UTM  17      - 4,581,727.909   490,157.680   MT  0.99960119   -0 04 40.2
 MB3115
 MB3115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3115!SPC OH N     -   0.99994525  x   0.99995464  =   0.99989989
 MB3115!UTM  17      -   0.99994525  x   0.99960119  =   0.99954646
 MB3115
 MB3115                          SUPERSEDED SURVEY CONTROL
 MB3115
 MB3115  ELLIP H (04/01/98)  349.13   (m)                       GP(       ) 4 1
 MB3115  NAD 83(1986)-  41 23 13.27455(N)    081 07 03.78969(W) AD(       ) 1
 MB3115  NGVD 29 (12/02/91)  383.1    (m)         1257.     (f) GPS OBS        
 MB3115
 MB3115.Superseded values are not recommended for survey control.
 MB3115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3115.See file dsdata.txt to determine how the superseded data were derived.
 MB3115
 MB3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9015881728(NAD 83)
 MB3115_MARKER: DE = TRAVERSE STATION DISK
 MB3115_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3115_SP_SET: CONCRETE MONUMENT
 MB3115_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1617
 MB3115_MARK LOGO: OH-055
 MB3115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3115+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3115
 MB3115  HISTORY     - Date     Condition        Report By
 MB3115  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3115
 MB3115                          STATION DESCRIPTION
 MB3115
 MB3115'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3115'STATION IS LOCATED APPROXIMATELY 12.1 FEET NORTH OF THE CENTERLINE OF
 MB3115'NASH ROAD AND IS APPROXIMATELY 15.2 FEET SOUTHWEST OF POWERPOLE. THE
 MB3115'STATION CONSISTS OF A TWO AND ONE-HALF INCH DISK SET INTO A CONCRETE
 MB3115'MONUMENT AND IS STAMPED 1617. TO REACH THE STATION FROM THE CHARDON
 MB3115'POST OFFICE PROCEED WEST ON CENTER STREET FOR .02 MILE TO WASHINGTON
 MB3115'STREET. TURN LEFT ON WASHINGTON STREET AND PROCEED SOUTH FOR .17
 MB3115'MILES TO WATER STREET. TURN RIGHT ON WATER STREET AND PROCEED EAST
 MB3115'FOR .29 MILES TO SOUTH STREET OR RAVENNA ROAD. TURN RIGHT ON RAVENNA
 MB3115'ROAD AND PROCEED SOUTH FOR 13.74 MILES TOMAIN MARKET ROAD. TURN RIGHT
 MB3115'ON MAIN MARKET ROAD AND PROCEED EAST FOR 3.95 MILES TO NASH ROAD.
 MB3115'PROCEED EAST ON NASH ROAD FOR .41 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3116 ***********************************************************************
 MB3116  DESIGNATION -  1618
 MB3116  PID         -  MB3116
 MB3116  STATE/COUNTY-  OH/GEAUGA
 MB3116  USGS QUAD   -  CHARDON (1994)
 MB3116
 MB3116                         *CURRENT SURVEY CONTROL
 MB3116  ___________________________________________________________________
 MB3116* NAD 83(1995)-  41 31 44.50245(N)    081 13 37.61267(W)     ADJUSTED  
 MB3116* NAVD 88     -       352.3    (meters)    1156.     (feet)  VERTCON   
 MB3116  ___________________________________________________________________
 MB3116  X           -     729,353.923 (meters)                     COMP
 MB3116  Y           -  -4,726,132.388 (meters)                     COMP
 MB3116  Z           -   4,206,797.452 (meters)                     COMP
 MB3116  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 MB3116  ELLIP HEIGHT-         318.39  (meters)          (10/07/05) GPS OBS
 MB3116  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB3116
 MB3116  HORZ ORDER  -  FIRST
 MB3116  ELLP ORDER  -  FOURTH    CLASS I
 MB3116
 MB3116.The horizontal coordinates were established by GPS observations
 MB3116.and adjusted by the National Geodetic Survey in April 1998..
 MB3116
 MB3116.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3116
 MB3116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3116
 MB3116.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3116
 MB3116.The ellipsoidal height was determined by GPS observations
 MB3116.and is referenced to NAD 83.
 MB3116
 MB3116.The geoid height was determined by GEOID03.
 MB3116
 MB3116;                    North         East     Units Scale Factor Converg.
 MB3116;SPC OH N     -   207,586.647   706,226.780   MT  0.99997151   +0 50 10.4
 MB3116;UTM  17      - 4,597,511.843   481,052.845   MT  0.99960442   -0 09 02.1
 MB3116
 MB3116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3116!SPC OH N     -   0.99995006  x   0.99997151  =   0.99992157
 MB3116!UTM  17      -   0.99995006  x   0.99960442  =   0.99955450
 MB3116
 MB3116                          SUPERSEDED SURVEY CONTROL
 MB3116
 MB3116  ELLIP H (04/01/98)  318.44   (m)                       GP(       ) 4 1
 MB3116  NAD 83(1986)-  41 31 44.51249(N)    081 13 37.61092(W) AD(       ) 1
 MB3116  NGVD 29 (12/02/91)  352.5    (m)         1156.     (f) GPS OBS        
 MB3116
 MB3116.Superseded values are not recommended for survey control.
 MB3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3116.See file dsdata.txt to determine how the superseded data were derived.
 MB3116
 MB3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8105397512(NAD 83)
 MB3116_MARKER: DE = TRAVERSE STATION DISK
 MB3116_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3116_SP_SET: CONCRETE MONUMENT
 MB3116_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1618
 MB3116_MARK LOGO: OH-055
 MB3116_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3116+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3116
 MB3116  HISTORY     - Date     Condition        Report By
 MB3116  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3116
 MB3116                          STATION DESCRIPTION
 MB3116
 MB3116'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3116'STATION IS LOCATED APPROXIMATELY 235 FEET WEST OF BEAVER CREEK AND IS
 MB3116'APPROXIMATELY 14.2 FEET NORTH OF THE CENTERLINE OF OF MAYFIELD ROAD.
 MB3116'THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK SET INTO A
 MB3116'CONCRETE MONUMENT STAMPED 1618. TO REACH THE STATION FROM THE CHARDON
 MB3116'POST OFFICE PROCEED WEST FOR .22 MILES TO WASHINGTON ROAD. TURN LEFT
 MB3116'ON WASHINGTON ROAD AND PROCEED SOUTH FOR .17 MILES TO WATER STREET.
 MB3116'TURN RIGHT ON WATER STREET AND PROCEED EAST FOR .29 MILES TO SOUTH
 MB3116'STREET OR RAVENNA ROAD. TURN RIGHT ON RAVENNA ROAD AND PROCEED SOUTH
 MB3116'FOR 3.47 MILES TO MAYFIELD ROAD. TURN RIGHT ON MAYFIELD ROAD AND
 MB3116'PROCEED EAST FOR 3.90 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0458 ***********************************************************************
 JZ0458  DESIGNATION -  162
 JZ0458  PID         -  JZ0458
 JZ0458  STATE/COUNTY-  OH/HAMILTON
 JZ0458  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0458
 JZ0458                         *CURRENT SURVEY CONTROL
 JZ0458  ___________________________________________________________________
 JZ0458* NAD 83(1986)-  39 13 56.     (N)    084 28 20.     (W)     SCALED    
 JZ0458* NAVD 88     -       187.718  (meters)     615.87   (feet)  ADJUSTED  
 JZ0458  ___________________________________________________________________
 JZ0458  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ0458  DYNAMIC HT  -         187.602 (meters)     615.49  (feet)  COMP
 JZ0458  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 JZ0458
 JZ0458  VERT ORDER  -  FIRST     CLASS II
 JZ0458
 JZ0458.The horizontal coordinates were scaled from a topographic map and have
 JZ0458.an estimated accuracy of +/- 6 seconds.
 JZ0458
 JZ0458.The orthometric height was determined by differential leveling
 JZ0458.and adjusted by the National Geodetic Survey in January 1994..
 JZ0458
 JZ0458.The geoid height was determined by GEOID03.
 JZ0458
 JZ0458.The dynamic height is computed by dividing the NAVD 88
 JZ0458.geopotential number by the normal gravity value computed on the
 JZ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0458.degrees latitude (g = 980.6199 gals.).
 JZ0458
 JZ0458.The modeled gravity was interpolated from observed gravity values.
 JZ0458
 JZ0458;                    North         East    Units  Estimated Accuracy
 JZ0458;SPC OH S     -   138,650.      429,740.      MT  (+/- 180 meters Scaled)
 JZ0458
 JZ0458                          SUPERSEDED SURVEY CONTROL
 JZ0458
 JZ0458  NAVD 88 (06/15/91)  187.771  (m)          616.05   (f) UNKNOWN     1 2
 JZ0458  NGVD 29 (??/??/92)  187.945  (m)          616.62   (f) ADJ UNCH    1 2
 JZ0458
 JZ0458.Superseded values are not recommended for survey control.
 JZ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0458.See file dsdata.txt to determine how the superseded data were derived.
 JZ0458
 JZ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ181455(NAD 83)
 JZ0458_MARKER: DD = SURVEY DISK
 JZ0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0458_SP_SET: CONCRETE POST
 JZ0458_STAMPING: 162
 JZ0458_MARK LOGO: OH1610
 JZ0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0458+STABILITY: SURFACE MOTION
 JZ0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0458+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ0458
 JZ0458  HISTORY     - Date     Condition        Report By
 JZ0458  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0458  HISTORY     - 1947     GOOD             NGS
 JZ0458  HISTORY     - 19930604 GOOD             NGS
 JZ0458
 JZ0458                          STATION DESCRIPTION
 JZ0458
 JZ0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0458'AT WYOMING.
 JZ0458'AT WYOMING IN SOUTHEAST CORNER OF INTERSECTION OF SPRINGFIELD
 JZ0458'AVENUE AND PENDERY AVENUE, 13.5 FEET EAST OF EAST CURB OF
 JZ0458'SPRINGFIELD AVENUE, 13.5 FEET SOUTH OF SOUTH CURB OF PENDERY
 JZ0458'AVENUE.  A CONCRETE POST SET FLUSH WITH SIDEWALK.
 JZ0458
 JZ0458                          STATION RECOVERY (1993)
 JZ0458
 JZ0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0458'IN WYOMING, AT THE INTERSECTION OF STATE HIGHWAY 4 (SPRINGFIELD PIKE)
 JZ0458'AND PENDEGY AVENUE, 12.7 M (41.7 FT) EAST OF THE HIGHWAY CENTERLINE,
 JZ0458'9.6 M (31.5 FT) SOUTH OF THE AVENUE CENTER, 3.6 M (11.8 FT)
 JZ0458'EAST-NORTHEAST OF UTILITY POLE NUMBER Q19-184E WITH A TRANSFORMER
 JZ0458'ATTACHED, 0.2 M (0.7 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 0.2 M
 JZ0458'(0.7 FT) EAST OF THE EAST EDGE OF A SIDEWALK, 0.2 M (0.7 FT) ABOVE
 JZ0458'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 JZ0458'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3117 ***********************************************************************
 MB3117  DESIGNATION -  1623
 MB3117  PID         -  MB3117
 MB3117  STATE/COUNTY-  OH/GEAUGA
 MB3117  USGS QUAD   -  CHESTERLAND (1994)
 MB3117
 MB3117                         *CURRENT SURVEY CONTROL
 MB3117  ___________________________________________________________________
 MB3117* NAD 83(1995)-  41 34 38.88704(N)    081 17 44.47921(W)     ADJUSTED  
 MB3117* NAVD 88     -       288.0    (meters)     945.     (feet)  VERTCON   
 MB3117  ___________________________________________________________________
 MB3117  X           -     723,149.579 (meters)                     COMP
 MB3117  Y           -  -4,723,426.547 (meters)                     COMP
 MB3117  Z           -   4,210,780.927 (meters)                     COMP
 MB3117  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 MB3117  ELLIP HEIGHT-         253.92  (meters)          (10/07/05) GPS OBS
 MB3117  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MB3117
 MB3117  HORZ ORDER  -  FIRST
 MB3117  ELLP ORDER  -  FOURTH    CLASS I
 MB3117
 MB3117.The horizontal coordinates were established by GPS observations
 MB3117.and adjusted by the National Geodetic Survey in April 1998..
 MB3117
 MB3117.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3117
 MB3117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3117
 MB3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3117
 MB3117.The ellipsoidal height was determined by GPS observations
 MB3117.and is referenced to NAD 83.
 MB3117
 MB3117.The geoid height was determined by GEOID03.
 MB3117
 MB3117;                    North         East     Units Scale Factor Converg.
 MB3117;SPC OH N     -   212,884.715   700,430.122   MT  0.99997867   +0 47 28.2
 MB3117;UTM  17      - 4,602,906.992   475,350.424   MT  0.99960748   -0 11 46.4
 MB3117
 MB3117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3117!SPC OH N     -   0.99996017  x   0.99997867  =   0.99993885
 MB3117!UTM  17      -   0.99996017  x   0.99960748  =   0.99956767
 MB3117
 MB3117                          SUPERSEDED SURVEY CONTROL
 MB3117
 MB3117  ELLIP H (04/01/98)  253.97   (m)                       GP(       ) 4 1
 MB3117  NAD 83(1986)-  41 34 38.89735(N)    081 17 44.47807(W) AD(       ) 1
 MB3117  NGVD 29 (12/02/91)  288.2    (m)          946.     (f) GPS OBS        
 MB3117
 MB3117.Superseded values are not recommended for survey control.
 MB3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3117.See file dsdata.txt to determine how the superseded data were derived.
 MB3117
 MB3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7535002907(NAD 83)
 MB3117_MARKER: DE = TRAVERSE STATION DISK
 MB3117_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3117_SP_SET: CONCRETE MONUMENT
 MB3117_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1623
 MB3117_MARK LOGO: OH-055
 MB3117_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3117+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3117
 MB3117  HISTORY     - Date     Condition        Report By
 MB3117  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3117
 MB3117                          STATION DESCRIPTION
 MB3117
 MB3117'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3117'STATION SI LOCATED APPROXIMATELY 12.8 FEET NORTH OF THE CENTERLINE OF
 MB3117'CHARDON ROAD AND IS APPROXIMATELY35 FEET NORTHWEST OF COUNTY LINE.
 MB3117'THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK SET INTO A
 MB3117'CONCRETE MONUMENT AND IS STAMPED 1623. TO RECH THE STATION FROM THE
 MB3117'CHARDON POST OFFICE PROCEED WEST ON CENTER STREET FOR .22 MILES TO
 MB3117'CHERRY AVENUE. TURN LEFT ON CHERRY AVENUE AND PROCEED SOUTH FOR .17
 MB3117'MILES TO WATER STREET OR CHARDON ROAD. TURN RIGHT ON CHARDON ROAD AND
 MB3117'PROCEED WEST FOR 4.62 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3610 ***********************************************************************
 JZ3610  DESIGNATION -  1624
 JZ3610  PID         -  JZ3610
 JZ3610  STATE/COUNTY-  OH/HAMILTON
 JZ3610  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3610
 JZ3610                         *CURRENT SURVEY CONTROL
 JZ3610  ___________________________________________________________________
 JZ3610* NAD 83(1986)-  39 10 39.     (N)    084 29 49.     (W)     SCALED    
 JZ3610* NAVD 88     -       160.663  (meters)     527.11   (feet)  ADJUSTED  
 JZ3610  ___________________________________________________________________
 JZ3610  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3610  DYNAMIC HT  -         160.563 (meters)     526.78  (feet)  COMP
 JZ3610  MODELED GRAV-     980,003.5   (mgal)                       NAVD 88
 JZ3610
 JZ3610  VERT ORDER  -  FIRST     CLASS II
 JZ3610
 JZ3610.The horizontal coordinates were scaled from a topographic map and have
 JZ3610.an estimated accuracy of +/- 6 seconds.
 JZ3610
 JZ3610.The orthometric height was determined by differential leveling
 JZ3610.and adjusted by the National Geodetic Survey in January 1994..
 JZ3610
 JZ3610.The geoid height was determined by GEOID03.
 JZ3610
 JZ3610.The dynamic height is computed by dividing the NAVD 88
 JZ3610.geopotential number by the normal gravity value computed on the
 JZ3610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3610.degrees latitude (g = 980.6199 gals.).
 JZ3610
 JZ3610.The modeled gravity was interpolated from observed gravity values.
 JZ3610
 JZ3610;                    North         East    Units  Estimated Accuracy
 JZ3610;SPC OH S     -   132,630.      427,470.      MT  (+/- 180 meters Scaled)
 JZ3610
 JZ3610                          SUPERSEDED SURVEY CONTROL
 JZ3610
 JZ3610.No superseded survey control is available for this station.
 JZ3610
 JZ3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ162394(NAD 83)
 JZ3610_MARKER: DE = TRAVERSE STATION DISK
 JZ3610_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3610_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3610_STAMPING: 1624 49
 JZ3610_MARK LOGO: OH1610
 JZ3610_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3610+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ3610
 JZ3610  HISTORY     - Date     Condition        Report By
 JZ3610  HISTORY     - UNK      MONUMENTED       OH1610
 JZ3610  HISTORY     - 19930604 GOOD             NGS
 JZ3610
 JZ3610                          STATION DESCRIPTION
 JZ3610
 JZ3610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3610'IN IVORYDALE, AT THE INTERSECTION OF VINE STREET AND SPRING GROVE
 JZ3610'AVENUE, 33.7 M (110.6 FT) WEST OF THE STREET CENTERLINE, 10.3 M (33.8
 JZ3610'FT) NORTHWEST OF AND LEVEL WITH THE AVENUE CENTERLINE, 11.3 M (37.1
 JZ3610'FT) SOUTHWEST OF A UTILITY LIGHT POLE, 4.7 M (15.4 FT) SOUTHWEST OF
 JZ3610'THE CENTER OF A DRIVEWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 JZ3610'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3118 ***********************************************************************
 MB3118  DESIGNATION -  1628
 MB3118  PID         -  MB3118
 MB3118  STATE/COUNTY-  OH/GEAUGA
 MB3118  USGS QUAD   -  EAST CLARIDON (1994)
 MB3118
 MB3118                         *CURRENT SURVEY CONTROL
 MB3118  ___________________________________________________________________
 MB3118* NAD 83(1995)-  41 31 26.20753(N)    081 03 06.52226(W)     ADJUSTED  
 MB3118* NAVD 88     -       351.8    (meters)    1154.     (feet)  VERTCON   
 MB3118  ___________________________________________________________________
 MB3118  X           -     743,868.766 (meters)                     COMP
 MB3118  Y           -  -4,724,248.008 (meters)                     COMP
 MB3118  Z           -   4,206,374.541 (meters)                     COMP
 MB3118  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 MB3118  ELLIP HEIGHT-         317.88  (meters)          (10/07/05) GPS OBS
 MB3118  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB3118
 MB3118  HORZ ORDER  -  FIRST
 MB3118  ELLP ORDER  -  FOURTH    CLASS I
 MB3118
 MB3118.The horizontal coordinates were established by GPS observations
 MB3118.and adjusted by the National Geodetic Survey in April 1998..
 MB3118
 MB3118.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3118
 MB3118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3118
 MB3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3118
 MB3118.The ellipsoidal height was determined by GPS observations
 MB3118.and is referenced to NAD 83.
 MB3118
 MB3118.The geoid height was determined by GEOID03.
 MB3118
 MB3118;                    North         East     Units Scale Factor Converg.
 MB3118;SPC OH N     -   207,250.541   720,864.533   MT  0.99997080   +0 57 05.0
 MB3118;UTM  17      - 4,596,924.048   495,677.242   MT  0.99960023   -0 02 03.7
 MB3118
 MB3118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3118!SPC OH N     -   0.99995014  x   0.99997080  =   0.99992094
 MB3118!UTM  17      -   0.99995014  x   0.99960023  =   0.99955039
 MB3118
 MB3118                          SUPERSEDED SURVEY CONTROL
 MB3118
 MB3118  ELLIP H (04/01/98)  317.93   (m)                       GP(       ) 4 1
 MB3118  NAD 83(1986)-  41 31 26.21727(N)    081 03 06.51969(W) AD(       ) 1
 MB3118  NGVD 29 (12/02/91)  352.0    (m)         1155.     (f) GPS OBS        
 MB3118
 MB3118.Superseded values are not recommended for survey control.
 MB3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3118.See file dsdata.txt to determine how the superseded data were derived.
 MB3118
 MB3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9567796924(NAD 83)
 MB3118_MARKER: DE = TRAVERSE STATION DISK
 MB3118_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3118_SP_SET: CONCRETE MONUMENT
 MB3118_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1628
 MB3118_MARK LOGO: OH-055
 MB3118_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3118+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3118
 MB3118  HISTORY     - Date     Condition        Report By
 MB3118  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3118
 MB3118                          STATION DESCRIPTION
 MB3118
 MB3118'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3118'STATION IS LOCATED APPROXIMATELY 23.5 FEET WEST OF THE CENTERLINE OF
 MB3118'MADISON ROAD AND IS APPROXIMATELY 37.1 FEET NORTHEAST OF THE
 MB3118'POWERPOLE.THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK
 MB3118'SET INTO A CONCRETE MONUMENT AND IS STAMPED 1628. TO REACH THE
 MB3118'STATION FROM THE CHARDON COUNTY POST OFFICE PROCEED WEST ON CENTER
 MB3118'STREET FOR .02 MILES TO WASHINGTON STREET. TURN LEFT ON WASHINGTON
 MB3118'STREET AND PROCEED SOUTH FOR .17 MILES TO WATER STREET. TURN RIGHT ON
 MB3118'WATER STREET AND PROCEED EAST FOR .29 MILES TO SOUTH STREET OR
 MB3118'RAVENNA ROAD. TURN RIGHT ON RAVENNA ROAD AND PROCEED SOUTH FOR 2.47
 MB3118'MILES TO MAYFIELD ROAD. TURN RIGHT ON MAYFIELD ROAD AND PROCEED EAST
 MB3118'FOR 7.51 MILES TO MADISON ROAD. TURN RIGHT ON MADISON ROAD AND
 MB3118'PROCEED SOUTH FOR .58 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3119 ***********************************************************************
 MB3119  DESIGNATION -  1629
 MB3119  PID         -  MB3119
 MB3119  STATE/COUNTY-  OH/GEAUGA
 MB3119  USGS QUAD   -  CHAGRIN FALLS (1984)
 MB3119
 MB3119                         *CURRENT SURVEY CONTROL
 MB3119  ___________________________________________________________________
 MB3119* NAD 83(1995)-  41 29 28.98006(N)    081 22 57.11239(W)     ADJUSTED  
 MB3119* NAVD 88     -       304.9    (meters)    1000.     (feet)  VERTCON   
 MB3119  ___________________________________________________________________
 MB3119  X           -     716,941.360 (meters)                     COMP
 MB3119  Y           -  -4,730,798.063 (meters)                     COMP
 MB3119  Z           -   4,203,634.943 (meters)                     COMP
 MB3119  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 MB3119  ELLIP HEIGHT-         270.91  (meters)          (10/07/05) GPS OBS
 MB3119  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB3119
 MB3119  HORZ ORDER  -  FIRST
 MB3119  ELLP ORDER  -  FOURTH    CLASS I
 MB3119
 MB3119.The horizontal coordinates were established by GPS observations
 MB3119.and adjusted by the National Geodetic Survey in April 1998..
 MB3119
 MB3119.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3119
 MB3119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3119
 MB3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3119
 MB3119.The ellipsoidal height was determined by GPS observations
 MB3119.and is referenced to NAD 83.
 MB3119
 MB3119.The geoid height was determined by GEOID03.
 MB3119
 MB3119;                    North         East     Units Scale Factor Converg.
 MB3119;SPC OH N     -   203,228.371   693,311.043   MT  0.99996644   +0 44 02.8
 MB3119;UTM  17      - 4,593,378.229   468,068.624   MT  0.99961255   -0 15 12.4
 MB3119
 MB3119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3119!SPC OH N     -   0.99995751  x   0.99996644  =   0.99992395
 MB3119!UTM  17      -   0.99995751  x   0.99961255  =   0.99957008
 MB3119
 MB3119                          SUPERSEDED SURVEY CONTROL
 MB3119
 MB3119  ELLIP H (04/01/98)  270.95   (m)                       GP(       ) 4 1
 MB3119  NAD 83(1986)-  41 29 28.99025(N)    081 22 57.11110(W) AD(       ) 1
 MB3119  NGVD 29 (12/02/91)  305.1    (m)         1001.     (f) GPS OBS        
 MB3119
 MB3119.Superseded values are not recommended for survey control.
 MB3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3119.See file dsdata.txt to determine how the superseded data were derived.
 MB3119
 MB3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6806993378(NAD 83)
 MB3119_MARKER: DE = TRAVERSE STATION DISK
 MB3119_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3119_SP_SET: CONCRETE MONUMENT
 MB3119_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1629
 MB3119_MARK LOGO: OH-055
 MB3119_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3119+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3119
 MB3119  HISTORY     - Date     Condition        Report By
 MB3119  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3119
 MB3119                          STATION DESCRIPTION
 MB3119
 MB3119'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3119'THE STATION IS APPROXIMATELY 8.2 FEET WEST OF THE CENTERLINE OF
 MB3119'COUNTYLINE ROAD AND IS APPROXIMATELY 39.2 FEET NORTHEAST OF THE
 MB3119'POERPOLE NUMBER 693700. THE STATION CONSISTS OF A TWO AND ONE HALF
 MB3119'INCH BRASS DISK SET INTO A CONCRETE MONUMENT AND IS STAMPED 1629. TO
 MB3119'REACH THE STATION FROM THE CHARDON POST OFFICE PROCEED WEST ON CENTER
 MB3119'STREET FOR .22 MILES TO CHERRY AVENUE. TURN LEFT ON CHERRY AVENUE AND
 MB3119'PROCEED SOUTH FOR .17 MILES TO WATER STREET OR CHARDON ROAD. TURN
 MB3119'RIGHT ON CHARDON ROAD AND PROCEED WEST FOR 1.56 MILES TO AUBURN
 MB3119'ROAD.TURN LEFT ON AUBURN ROAD AND PROCEED SOUTH FOR 6.02 MILES TO
 MB3119'FAIRMOUNT ROAD. TURN RIGHT ON FAIRMOUNT ROAD AND PROCEED WEST FOR
 MB3119'7.44 MILES TO COUNTY LINE ROAD AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0459 ***********************************************************************
 JZ0459  DESIGNATION -  163
 JZ0459  PID         -  JZ0459
 JZ0459  STATE/COUNTY-  OH/HAMILTON
 JZ0459  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0459
 JZ0459                         *CURRENT SURVEY CONTROL
 JZ0459  ___________________________________________________________________
 JZ0459* NAD 83(1986)-  39 14 05.     (N)    084 28 20.     (W)     SCALED    
 JZ0459* NAVD 88     -       190.658  (meters)     625.52   (feet)  ADJUSTED  
 JZ0459  ___________________________________________________________________
 JZ0459  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0459  DYNAMIC HT  -         190.540 (meters)     625.13  (feet)  COMP
 JZ0459  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 JZ0459
 JZ0459  VERT ORDER  -  FIRST     CLASS II
 JZ0459
 JZ0459.The horizontal coordinates were scaled from a topographic map and have
 JZ0459.an estimated accuracy of +/- 6 seconds.
 JZ0459
 JZ0459.The orthometric height was determined by differential leveling
 JZ0459.and adjusted by the National Geodetic Survey in January 1994..
 JZ0459
 JZ0459.The geoid height was determined by GEOID03.
 JZ0459
 JZ0459.The dynamic height is computed by dividing the NAVD 88
 JZ0459.geopotential number by the normal gravity value computed on the
 JZ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0459.degrees latitude (g = 980.6199 gals.).
 JZ0459
 JZ0459.The modeled gravity was interpolated from observed gravity values.
 JZ0459
 JZ0459;                    North         East    Units  Estimated Accuracy
 JZ0459;SPC OH S     -   138,930.      429,740.      MT  (+/- 180 meters Scaled)
 JZ0459
 JZ0459                          SUPERSEDED SURVEY CONTROL
 JZ0459
 JZ0459  NAVD 88 (06/15/91)  190.642  (m)          625.46   (f) UNKNOWN     1 2
 JZ0459  NGVD 29 (??/??/92)  190.816  (m)          626.04   (f) ADJ UNCH    1 2
 JZ0459
 JZ0459.Superseded values are not recommended for survey control.
 JZ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0459.See file dsdata.txt to determine how the superseded data were derived.
 JZ0459
 JZ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ181458(NAD 83)
 JZ0459_MARKER: DD = SURVEY DISK
 JZ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0459_SP_SET: CONCRETE POST
 JZ0459_STAMPING: 163
 JZ0459_MARK LOGO: OH1610
 JZ0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0459+STABILITY: SURFACE MOTION
 JZ0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0459+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ0459
 JZ0459  HISTORY     - Date     Condition        Report By
 JZ0459  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0459  HISTORY     - 1947     GOOD             NGS
 JZ0459  HISTORY     - 19930604 GOOD             NGS
 JZ0459
 JZ0459                          STATION DESCRIPTION
 JZ0459
 JZ0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0459'IN WYOMING.
 JZ0459'AT WYOMING AT SOUTHEAST CORNER OF INTERSECTION OF SPRINGFIELD
 JZ0459'AVENUE AND FLEMING ROAD, 17 FEET SOUTH OF SOUTH CURB OF FLEMING
 JZ0459'ROAD, 2.8 FEET WEST OF WEST CURB OF SPRINGFIELD AVENUE.  A
 JZ0459'CONCRET POST SET FLUSH WITH THE GROUND AND LEVEL WITH THE CURB.
 JZ0459
 JZ0459                          STATION RECOVERY (1993)
 JZ0459
 JZ0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0459'IN WYOMING, AT THE INTERSECTION OF STATE HIGHWAY 4 (SPRINGFIELD PIKE)
 JZ0459'AND FLEMING ROAD, 10.3 M (33.8 FT) SOUTH OF THE ROAD CENTERLINE, 8.0
 JZ0459'M (26.2 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 2.8 M (9.2
 JZ0459'FT) SOUTH OF UTILITY POLE NUMBER Q20-427B, 0.3 M (1.0 FT) EAST OF A
 JZ0459'WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 JZ0459'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3120 ***********************************************************************
 MB3120  DESIGNATION -  1631
 MB3120  PID         -  MB3120
 MB3120  STATE/COUNTY-  OH/GEAUGA
 MB3120  USGS QUAD   -  PAINESVILLE (1994)
 MB3120
 MB3120                         *CURRENT SURVEY CONTROL
 MB3120  ___________________________________________________________________
 MB3120* NAD 83(1995)-  41 38 23.61174(N)    081 13 02.34344(W)     ADJUSTED  
 MB3120* NAVD 88     -       346.4    (meters)    1136.     (feet)  VERTCON   
 MB3120  ___________________________________________________________________
 MB3120  X           -     728,913.442 (meters)                     COMP
 MB3120  Y           -  -4,717,926.040 (meters)                     COMP
 MB3120  Z           -   4,216,003.795 (meters)                     COMP
 MB3120  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 MB3120  ELLIP HEIGHT-         312.30  (meters)          (10/07/05) GPS OBS
 MB3120  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 MB3120
 MB3120  HORZ ORDER  -  FIRST
 MB3120  ELLP ORDER  -  FOURTH    CLASS I
 MB3120
 MB3120.The horizontal coordinates were established by GPS observations
 MB3120.and adjusted by the National Geodetic Survey in April 1998..
 MB3120
 MB3120.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3120
 MB3120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3120
 MB3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3120
 MB3120.The ellipsoidal height was determined by GPS observations
 MB3120.and is referenced to NAD 83.
 MB3120
 MB3120.The geoid height was determined by GEOID03.
 MB3120
 MB3120;                    North         East     Units Scale Factor Converg.
 MB3120;SPC OH N     -   219,910.147   706,863.235   MT  0.99998896   +0 50 33.6
 MB3120;UTM  17      - 4,609,817.927   481,901.151   MT  0.99960403   -0 08 39.8
 MB3120
 MB3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3120!SPC OH N     -   0.99995102  x   0.99998896  =   0.99993998
 MB3120!UTM  17      -   0.99995102  x   0.99960403  =   0.99955507
 MB3120
 MB3120                          SUPERSEDED SURVEY CONTROL
 MB3120
 MB3120  ELLIP H (04/01/98)  312.36   (m)                       GP(       ) 4 1
 MB3120  NAD 83(1986)-  41 38 23.62183(N)    081 13 02.34209(W) AD(       ) 1
 MB3120  NGVD 29 (12/02/91)  346.7    (m)         1137.     (f) GPS OBS        
 MB3120
 MB3120.Superseded values are not recommended for survey control.
 MB3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3120.See file dsdata.txt to determine how the superseded data were derived.
 MB3120
 MB3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8190109818(NAD 83)
 MB3120_MARKER: DE = TRAVERSE STATION DISK
 MB3120_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3120_SP_SET: CONCRETE MONUMENT
 MB3120_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1631
 MB3120_MARK LOGO: OH-055
 MB3120_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3120+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3120
 MB3120  HISTORY     - Date     Condition        Report By
 MB3120  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3120
 MB3120                          STATION DESCRIPTION
 MB3120
 MB3120'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3120'STATION IS LOCATED APPROXIMATELY 10.8 FEET SOUTH OF QUAIL WOODS DRIVE
 MB3120'AND IS APPROXIMATELY 92 FEET EAST OF RAVENNA ROAD AND IS
 MB3120'APPROXIMATELY 89 FEET SOUTHEAST OF THE POWERPOLE. THE STATION
 MB3120'CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK SET INTO A CONCRETE
 MB3120'MONUMENT AND IS STAMPED 1631. TO REACH THE STATION FROM THE CHARDON
 MB3120'POST OFFICE PROCEED WEST ON CENTER STREET FOR 1.33 MILES TO ROUTE 5.
 MB3120'TURN RIGHT ON ROUTE 5 AND PROCEED NORTHWEST FOR .11 MILES TO STATE
 MB3120'ROUTE 44. TURN RIGHT ON STATE ROUTE 44 AND PROCEED NORTH FOR3.35
 MB3120'MILES TO COLBURN ROAD. TURN RIGHT ON COLBURN ROAD AND PROCEED WEST
 MB3120'FOR 1.33 MILES TO RAVENNA ROAD. TURN RIGHT ON RAVENNA ROAD AND
 MB3120'PROCEED SOUTH FOR .02 MILE TO QUAIL WOODS DRIVE AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3121 ***********************************************************************
 MB3121  DESIGNATION -  1638
 MB3121  PID         -  MB3121
 MB3121  STATE/COUNTY-  OH/GEAUGA
 MB3121  USGS QUAD   -  GARRETTSVILLE (1994)
 MB3121
 MB3121                         *CURRENT SURVEY CONTROL
 MB3121  ___________________________________________________________________
 MB3121* NAD 83(1995)-  41 22 16.07964(N)    081 00 12.08887(W)     ADJUSTED  
 MB3121* NAVD 88     -       268.7    (meters)     882.     (feet)  VERTCON   
 MB3121  ___________________________________________________________________
 MB3121  X           -     749,610.791 (meters)                     COMP
 MB3121  Y           -  -4,734,652.208 (meters)                     COMP
 MB3121  Z           -   4,193,597.519 (meters)                     COMP
 MB3121  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 MB3121  ELLIP HEIGHT-         234.75  (meters)          (10/07/05) GPS OBS
 MB3121  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB3121
 MB3121  HORZ ORDER  -  FIRST
 MB3121  ELLP ORDER  -  FOURTH    CLASS I
 MB3121
 MB3121.The horizontal coordinates were established by GPS observations
 MB3121.and adjusted by the National Geodetic Survey in April 1998..
 MB3121
 MB3121.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3121
 MB3121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3121
 MB3121.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3121
 MB3121.The ellipsoidal height was determined by GPS observations
 MB3121.and is referenced to NAD 83.
 MB3121
 MB3121.The geoid height was determined by GEOID03.
 MB3121
 MB3121;                    North         East     Units Scale Factor Converg.
 MB3121;SPC OH N     -   190,350.129   725,199.266   MT  0.99995313   +0 58 59.6
 MB3121;UTM  17      - 4,579,957.708   499,719.176   MT  0.99960000   -0 00 08.0
 MB3121
 MB3121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3121!SPC OH N     -   0.99996318  x   0.99995313  =   0.99991631
 MB3121!UTM  17      -   0.99996318  x   0.99960000  =   0.99956319
 MB3121
 MB3121                          SUPERSEDED SURVEY CONTROL
 MB3121
 MB3121  ELLIP H (04/01/98)  234.79   (m)                       GP(       ) 4 1
 MB3121  NAD 83(1986)-  41 22 16.08775(N)    081 00 12.08528(W) AD(       ) 1
 MB3121  NGVD 29 (12/02/91)  268.9    (m)          882.     (f) GPS OBS        
 MB3121
 MB3121.Superseded values are not recommended for survey control.
 MB3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3121.See file dsdata.txt to determine how the superseded data were derived.
 MB3121
 MB3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9971979958(NAD 83)
 MB3121_MARKER: DE = TRAVERSE STATION DISK
 MB3121_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3121_SP_SET: CONCRETE MONUMENT
 MB3121_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1638
 MB3121_MARK LOGO: OH-055
 MB3121_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3121+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 MB3121
 MB3121  HISTORY     - Date     Condition        Report By
 MB3121  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3121  HISTORY     - 20030408 GOOD             DUCKS
 MB3121
 MB3121                          STATION DESCRIPTION
 MB3121
 MB3121'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3121'THE STATION IS LOCATED 16.3 FEET SOUTH OF THE CENTERLINE OF FARMINGTON
 MB3121'ROAD AND IS APPROXIMATELY 165.8 FEET SOUTHEAST OF THE POWERPOLE. THE
 MB3121'STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK SET INTO A
 MB3121'CONCRETE MONUMENT AND IS STAMPED 1638. TO REACH THE STATION FROM THE
 MB3121'CHARDON POST OFFICE PROCEED WEST ON CENTER STREET FOR .02 MILES TO
 MB3121'WASHINGTON STREET. TURN LEFT ON WASHINGTON STREET AND PROCEED SOUTH
 MB3121'FOR .17 MILES TO WATER STREET. TURN RIGHT ON WATER STREET AND PROCEED
 MB3121'EAST ON WATER STREET FOR .29 MILES TO SOUTH STREET OR RAVENNA ROAD.
 MB3121'TURN RIGHT ON RAVENNA ROAD AND PROCEED SOUTH FOR 13.67 MILES TO MAIN
 MB3121'MARKET ROAD. TURN LEFT ON MAIN MARKET ROAD AND PROCEED EAST FOR 8.43
 MB3121'MILES TO FARMINGTON ROAD. PROCEED EAST ON FARMINGTON ROAD FOR 2.59
 MB3121'MILES TO THE MARK.
 MB3121
 MB3121                          STATION RECOVERY (2003)
 MB3121
 MB3121'RECOVERY NOTE BY DUCKS UNLIMITED 2003 (GHB)
 MB3121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0454 ***********************************************************************
 JZ0454  DESIGNATION -  165
 JZ0454  PID         -  JZ0454
 JZ0454  STATE/COUNTY-  OH/HAMILTON
 JZ0454  USGS QUAD   -  GLENDALE (1987)
 JZ0454
 JZ0454                         *CURRENT SURVEY CONTROL
 JZ0454  ___________________________________________________________________
 JZ0454* NAD 83(1986)-  39 15 07.     (N)    084 28 11.     (W)     SCALED    
 JZ0454* NAVD 88     -       178.579  (meters)     585.89   (feet)  ADJUSTED  
 JZ0454  ___________________________________________________________________
 JZ0454  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ0454  DYNAMIC HT  -         178.469 (meters)     585.53  (feet)  COMP
 JZ0454  MODELED GRAV-     980,006.7   (mgal)                       NAVD 88
 JZ0454
 JZ0454  VERT ORDER  -  FIRST     CLASS II
 JZ0454
 JZ0454.The horizontal coordinates were scaled from a topographic map and have
 JZ0454.an estimated accuracy of +/- 6 seconds.
 JZ0454
 JZ0454.The orthometric height was determined by differential leveling
 JZ0454.and adjusted by the National Geodetic Survey in January 1994..
 JZ0454
 JZ0454.The geoid height was determined by GEOID03.
 JZ0454
 JZ0454.The dynamic height is computed by dividing the NAVD 88
 JZ0454.geopotential number by the normal gravity value computed on the
 JZ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0454.degrees latitude (g = 980.6199 gals.).
 JZ0454
 JZ0454.The modeled gravity was interpolated from observed gravity values.
 JZ0454
 JZ0454;                    North         East    Units  Estimated Accuracy
 JZ0454;SPC OH S     -   140,840.      430,000.      MT  (+/- 180 meters Scaled)
 JZ0454
 JZ0454                          SUPERSEDED SURVEY CONTROL
 JZ0454
 JZ0454  NAVD 88 (06/15/91)  178.580  (m)          585.89   (f) UNKNOWN     1 2
 JZ0454  NGVD 29 (??/??/92)  178.752  (m)          586.46   (f) ADJ UNCH    1 2
 JZ0454
 JZ0454.Superseded values are not recommended for survey control.
 JZ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0454.See file dsdata.txt to determine how the superseded data were derived.
 JZ0454
 JZ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ183477(NAD 83)
 JZ0454_MARKER: DD = SURVEY DISK
 JZ0454_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ0454_SP_SET: BRIDGE ABUTMENT
 JZ0454_STAMPING: 165
 JZ0454_MARK LOGO: OH1610
 JZ0454_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0454+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1993
 JZ0454
 JZ0454  HISTORY     - Date     Condition        Report By
 JZ0454  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0454  HISTORY     - 1947     GOOD             NGS
 JZ0454  HISTORY     - 19930605 GOOD             NGS
 JZ0454
 JZ0454                          STATION DESCRIPTION
 JZ0454
 JZ0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0454'AT WOODLAWN.
 JZ0454'AT WOODLAWN, ALONG MARION ROAD BETWEEN SPRINGFIELD AVENUE AND
 JZ0454'THE BALTIMORE AND OHIO RAILROAD, ABOUT 0.1 MILE WEST OF THE
 JZ0454'TRACK, SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF AN
 JZ0454'8-FOOT CONCRETE BRIDGE OVER A DRAINAGE DITCH, 14 FEET SOUTH OF
 JZ0454'THE CENTER LINE OF MARION ROAD, 231 FEET EAST OF THE CENTER LINE
 JZ0454'OF SPRINGFIELD AVENUE AND ABOUT 1 FOOT ABOVE THE ROAD.
 JZ0454
 JZ0454                          STATION RECOVERY (1993)
 JZ0454
 JZ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0454'IN WOODLAWN, AT THE INTERSECTION OF STATE HIGHWAY 4 (SPRINGFIELD
 JZ0454'PIKE) AND MARION ROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE
 JZ0454'SOUTH END OF THE WEST CONCRETE ABUTMENT OF A BRIDGE SPANNING A DITCH,
 JZ0454'70.3 M (230.6 FT) EAST OF THE HIGHWAY CENTERLINE, 4.7 M (15.4 FT)
 JZ0454'SOUTH OF THE ROAD CENTER, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 JZ0454'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0169 ***********************************************************************
 JZ0169  DESIGNATION -  165
 JZ0169  PID         -  JZ0169
 JZ0169  STATE/COUNTY-  OH/MONTGOMERY
 JZ0169  USGS QUAD   -  BROOKVILLE (1987)
 JZ0169
 JZ0169                         *CURRENT SURVEY CONTROL
 JZ0169  ___________________________________________________________________
 JZ0169* NAD 83(1986)-  39 49 03.     (N)    084 29 00.     (W)     SCALED    
 JZ0169* NAVD 88     -       323.089  (meters)    1060.00   (feet)  ADJUSTED  
 JZ0169  ___________________________________________________________________
 JZ0169  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JZ0169  DYNAMIC HT  -         322.907 (meters)    1059.40  (feet)  COMP
 JZ0169  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 JZ0169
 JZ0169  VERT ORDER  -  SECOND    CLASS 0
 JZ0169
 JZ0169.The horizontal coordinates were scaled from a topographic map and have
 JZ0169.an estimated accuracy of +/- 6 seconds.
 JZ0169
 JZ0169.The orthometric height was determined by differential leveling
 JZ0169.and adjusted by the National Geodetic Survey in June 1991..
 JZ0169
 JZ0169.The geoid height was determined by GEOID03.
 JZ0169
 JZ0169.The dynamic height is computed by dividing the NAVD 88
 JZ0169.geopotential number by the normal gravity value computed on the
 JZ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0169.degrees latitude (g = 980.6199 gals.).
 JZ0169
 JZ0169.The modeled gravity was interpolated from observed gravity values.
 JZ0169
 JZ0169;                    North         East    Units  Estimated Accuracy
 JZ0169;SPC OH S     -   203,640.      430,210.      MT  (+/- 180 meters Scaled)
 JZ0169
 JZ0169                          SUPERSEDED SURVEY CONTROL
 JZ0169
 JZ0169  NGVD 29 (??/??/92)  323.256  (m)         1060.55   (f) ADJ UNCH    2 0
 JZ0169
 JZ0169.Superseded values are not recommended for survey control.
 JZ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0169.See file dsdata.txt to determine how the superseded data were derived.
 JZ0169
 JZ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK154105(NAD 83)
 JZ0169_MARKER: DD = SURVEY DISK
 JZ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0169_STAMPING: 165
 JZ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0169+STABILITY: SURFACE MOTION
 JZ0169
 JZ0169  HISTORY     - Date     Condition        Report By
 JZ0169  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0169  HISTORY     - 1947     GOOD             NGS
 JZ0169  HISTORY     - 20041015 MARK NOT FOUND   INDIV
 JZ0169
 JZ0169                          STATION DESCRIPTION
 JZ0169
 JZ0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0169'7.8 MI NE FROM WEST ALEXANDRIA.
 JZ0169'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0169'WEST ALEXANDRIA, THENCE ABOUT 5.1 MILES NORTH ALONG THE
 JZ0169'PREBLE-MONTGOMERY COUNTY LINE ROAD, ABOUT 3.0 MILES SOUTH OF THE
 JZ0169'INTERSECTION OF U.S. HIGHWAY 40, AT THE T JUNCTION OF SCHOOL
 JZ0169'HOUSE ROAD LEADING EAST, ABOUT 45 YARDS SOUTH OF THE JUNCTION OF
 JZ0169'A GRAVEL ROAD LEADING WEST, 18 FEET EAST OF THE CENTER LINE OF
 JZ0169'THE COUNTY LINE ROAD, 19 FEET NORTH OF THE CENTER LINE OF THE
 JZ0169'ROAD EAST, 7 FEET WEST OF THE FENCE LINE, 6 FEET NORTHWEST OF A
 JZ0169'ROAD IDENTIFICATION SIGN, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 JZ0169'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ0169'POST PROJECTING 5 INCHES.
 JZ0169
 JZ0169                          STATION RECOVERY (2004)
 JZ0169
 JZ0169'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3122 ***********************************************************************
 MB3122  DESIGNATION -  1654
 MB3122  PID         -  MB3122
 MB3122  STATE/COUNTY-  OH/GEAUGA
 MB3122  USGS QUAD   -  MIDDLEFIELD (1994)
 MB3122
 MB3122                         *CURRENT SURVEY CONTROL
 MB3122  ___________________________________________________________________
 MB3122* NAD 83(1995)-  41 27 48.81409(N)    081 06 44.14825(W)     ADJUSTED  
 MB3122* NAVD 88     -       353.5    (meters)    1160.     (feet)  VERTCON   
 MB3122  ___________________________________________________________________
 MB3122  X           -     739,570.643 (meters)                     COMP
 MB3122  Y           -  -4,729,421.877 (meters)                     COMP
 MB3122  Z           -   4,201,351.857 (meters)                     COMP
 MB3122  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 MB3122  ELLIP HEIGHT-         319.61  (meters)          (10/07/05) GPS OBS
 MB3122  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB3122
 MB3122  HORZ ORDER  -  FIRST
 MB3122  ELLP ORDER  -  FOURTH    CLASS I
 MB3122
 MB3122.The horizontal coordinates were established by GPS observations
 MB3122.and adjusted by the National Geodetic Survey in April 1998..
 MB3122
 MB3122.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3122
 MB3122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3122
 MB3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3122
 MB3122.The ellipsoidal height was determined by GPS observations
 MB3122.and is referenced to NAD 83.
 MB3122
 MB3122.The geoid height was determined by GEOID03.
 MB3122
 MB3122;                    North         East     Units Scale Factor Converg.
 MB3122;SPC OH N     -   200,462.788   715,926.434   MT  0.99996296   +0 54 42.0
 MB3122;UTM  17      - 4,590,224.720   490,624.934   MT  0.99960108   -0 04 27.6
 MB3122
 MB3122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3122!SPC OH N     -   0.99994987  x   0.99996296  =   0.99991283
 MB3122!UTM  17      -   0.99994987  x   0.99960108  =   0.99955097
 MB3122
 MB3122                          SUPERSEDED SURVEY CONTROL
 MB3122
 MB3122  ELLIP H (04/01/98)  319.65   (m)                       GP(       ) 4 1
 MB3122  NAD 83(1986)-  41 27 48.82393(N)    081 06 44.14567(W) AD(       ) 1
 MB3122  NGVD 29 (12/02/91)  353.7    (m)         1160.     (f) GPS OBS        
 MB3122
 MB3122.Superseded values are not recommended for survey control.
 MB3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3122.See file dsdata.txt to determine how the superseded data were derived.
 MB3122
 MB3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9062590225(NAD 83)
 MB3122_MARKER: DE = TRAVERSE STATION DISK
 MB3122_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3122_SP_SET: CONCRETE MONUMENT
 MB3122_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1654
 MB3122_MARK LOGO: OH-055
 MB3122_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3122+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3122
 MB3122  HISTORY     - Date     Condition        Report By
 MB3122  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3122
 MB3122                          STATION DESCRIPTION
 MB3122
 MB3122'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3122'STATION IS LOCATED APPROXIMATELY 15.4 FEET SOUTH OF THE CENTERLINE OF
 MB3122'KINSMAN ROAD AND IS APPROXIMATELY 51.2 FEET SOUTHWEST OF THE
 MB3122'POWERPOLE. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK
 MB3122'SET INTO A CONCRETE MONUMENT AND IS STAMPED 1654. TO REACH FROM THE
 MB3122'CHARDON COUNTY POST OFFICE PROCEED EAST ON CENTER STREET FOR .19
 MB3122'MILES TO THE HAMBDEN TOWNSHIP LINE. TURN RIGHT ON GRANT STREET AND
 MB3122'PROCEED SOUTH FOR .16 MILES TO CHARDON WINDSOR ROAD. TIRN LEFT ON
 MB3122'CHARDON WINDSOR ROAD AND PROCEED SOUTHEAST FOR 3.44 MILES TO STATE
 MB3122'ROUTE 608. TURN RIGHT ON STATE ROUTE 608 AND PROCEED SOUTH FOR 7.47
 MB3122'MILES TO STATE ROUTE 87 OR KINSMAN ROAD. TURN LEFT ON KINSMAN ROAD
 MB3122'AND PROCEED WEST FOR .3 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3123 ***********************************************************************
 MB3123  DESIGNATION -  1658
 MB3123  PID         -  MB3123
 MB3123  STATE/COUNTY-  OH/GEAUGA
 MB3123  USGS QUAD   -  SOUTH RUSSELL (1984)
 MB3123
 MB3123                         *CURRENT SURVEY CONTROL
 MB3123  ___________________________________________________________________
 MB3123* NAD 83(1995)-  41 25 55.45288(N)    081 17 23.92102(W)     ADJUSTED  
 MB3123* NAVD 88     -       372.8    (meters)    1223.     (feet)  VERTCON   
 MB3123  ___________________________________________________________________
 MB3123  X           -     725,250.608 (meters)                     COMP
 MB3123  Y           -  -4,733,995.752 (meters)                     COMP
 MB3123  Z           -   4,198,743.084 (meters)                     COMP
 MB3123  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 MB3123  ELLIP HEIGHT-         338.91  (meters)          (10/07/05) GPS OBS
 MB3123  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB3123
 MB3123  HORZ ORDER  -  FIRST
 MB3123  ELLP ORDER  -  FOURTH    CLASS I
 MB3123
 MB3123.The horizontal coordinates were established by GPS observations
 MB3123.and adjusted by the National Geodetic Survey in April 1998..
 MB3123
 MB3123.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3123
 MB3123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3123
 MB3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3123
 MB3123.The ellipsoidal height was determined by GPS observations
 MB3123.and is referenced to NAD 83.
 MB3123
 MB3123.The geoid height was determined by GEOID03.
 MB3123
 MB3123;                    North         East     Units Scale Factor Converg.
 MB3123;SPC OH N     -   196,744.891   701,130.342   MT  0.99995932   +0 47 41.7
 MB3123;UTM  17      - 4,586,763.333   475,772.341   MT  0.99960722   -0 11 30.8
 MB3123
 MB3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3123!SPC OH N     -   0.99994684  x   0.99995932  =   0.99990617
 MB3123!UTM  17      -   0.99994684  x   0.99960722  =   0.99955408
 MB3123
 MB3123                          SUPERSEDED SURVEY CONTROL
 MB3123
 MB3123  ELLIP H (04/01/98)  338.96   (m)                       GP(       ) 4 1
 MB3123  NAD 83(1986)-  41 25 55.46260(N)    081 17 23.91924(W) AD(       ) 1
 MB3123  NGVD 29 (12/02/91)  373.0    (m)         1224.     (f) GPS OBS        
 MB3123
 MB3123.Superseded values are not recommended for survey control.
 MB3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3123.See file dsdata.txt to determine how the superseded data were derived.
 MB3123
 MB3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7577286763(NAD 83)
 MB3123_MARKER: DE = TRAVERSE STATION DISK
 MB3123_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3123_SP_SET: CONCRETE MONUMENT
 MB3123_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1658
 MB3123_MARK LOGO: OH-055
 MB3123_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3123+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3123
 MB3123  HISTORY     - Date     Condition        Report By
 MB3123  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3123
 MB3123                          STATION DESCRIPTION
 MB3123
 MB3123'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3123'STATION IS LOCATED APPROXIMATELY 10.3 FEET WEST OF LUCKY BELL ROAD AND
 MB3123'IS APPROXIMATELY 86 FEET NORTH OF CONC DRIVE.THE STATION CONSISTS OF
 MB3123'A TWO AND ONE-HALF INCH BRASS DISK SET INTO A CONCRETE MONUMENT AND
 MB3123'IS STAMPED 1602. TO REACH THE STATION FROM THE CHARDON POST OFFICE
 MB3123'PROCEEDWEST ON CENTER STREET FOR .22 MILES CHERRY AVENUE. TURN LEFT
 MB3123'ON CHERRY AVENUE AND PROCEED SOUTH FOR .17 MILES TO WATER STREET OR
 MB3123'CHARDON ROAD. TURN RIGHT ON CHARDON ROAD AND PROCEED WEST FOR 1.56
 MB3123'MILES TO AUBURN ROAD. TURN LEFT ON AUBURN ROAD AND PROCEED SOUTH FOR
 MB3123'10.24 MILES TO BELL STREET. TURN RIGHT ON BELL STREET AND PROCEED
 MB3123'2.61 MILES TO LUCKY BELL LANE AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0457 ***********************************************************************
 JZ0457  DESIGNATION -  166
 JZ0457  PID         -  JZ0457
 JZ0457  STATE/COUNTY-  OH/HAMILTON
 JZ0457  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0457
 JZ0457                         *CURRENT SURVEY CONTROL
 JZ0457  ___________________________________________________________________
 JZ0457* NAD 83(1986)-  39 13 38.     (N)    084 27 53.     (W)     SCALED    
 JZ0457* NAVD 88     -       175.022  (meters)     574.22   (feet)  ADJUSTED  
 JZ0457  ___________________________________________________________________
 JZ0457  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ0457  DYNAMIC HT  -         174.913 (meters)     573.86  (feet)  COMP
 JZ0457  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 JZ0457
 JZ0457  VERT ORDER  -  FIRST     CLASS II
 JZ0457
 JZ0457.The horizontal coordinates were scaled from a topographic map and have
 JZ0457.an estimated accuracy of +/- 6 seconds.
 JZ0457
 JZ0457.The orthometric height was determined by differential leveling
 JZ0457.and adjusted by the National Geodetic Survey in June 1991..
 JZ0457
 JZ0457.The geoid height was determined by GEOID03.
 JZ0457
 JZ0457.The dynamic height is computed by dividing the NAVD 88
 JZ0457.geopotential number by the normal gravity value computed on the
 JZ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0457.degrees latitude (g = 980.6199 gals.).
 JZ0457
 JZ0457.The modeled gravity was interpolated from observed gravity values.
 JZ0457
 JZ0457;                    North         East    Units  Estimated Accuracy
 JZ0457;SPC OH S     -   138,080.      430,370.      MT  (+/- 180 meters Scaled)
 JZ0457
 JZ0457                          SUPERSEDED SURVEY CONTROL
 JZ0457
 JZ0457  NGVD 29 (??/??/92)  175.195  (m)          574.79   (f) ADJ UNCH    1 2
 JZ0457
 JZ0457.Superseded values are not recommended for survey control.
 JZ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0457.See file dsdata.txt to determine how the superseded data were derived.
 JZ0457
 JZ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ188450(NAD 83)
 JZ0457_MARKER: DD = SURVEY DISK
 JZ0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0457_STAMPING: 166
 JZ0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0457+STABILITY: SURFACE MOTION
 JZ0457
 JZ0457  HISTORY     - Date     Condition        Report By
 JZ0457  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0457  HISTORY     - 1947     GOOD             NGS
 JZ0457  HISTORY     - 19930604 MARK NOT FOUND   NGS
 JZ0457
 JZ0457                          STATION DESCRIPTION
 JZ0457
 JZ0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0457'AT WYOMING.
 JZ0457'AT WYOMING AT SOUTHEAST CORNER OF INTERSECTION OF WYOMING AVE.
 JZ0457'AND RAILROAD AVENUE, 39.3 FEET SOUTH OF CENTERLINE OF WYOMING
 JZ0457'AVENUE, 28.8 FEET WEST OF WEST RAIL OF BALTIMORE AND OHIO
 JZ0457'RAILROAD, 25.6 FEET EAST OF CENTERLINE OF RAILROAD AVENUE, LEVEL
 JZ0457'WITH TRACK, A CONCRETE POST SET FLUSH WITH GROUND.
 JZ0457
 JZ0457                          STATION RECOVERY (1993)
 JZ0457
 JZ0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3124 ***********************************************************************
 MB3124  DESIGNATION -  1679
 MB3124  PID         -  MB3124
 MB3124  STATE/COUNTY-  OH/GEAUGA
 MB3124  USGS QUAD   -  SOUTH RUSSELL (1984)
 MB3124
 MB3124                         *CURRENT SURVEY CONTROL
 MB3124  ___________________________________________________________________
 MB3124* NAD 83(1995)-  41 29 23.38285(N)    081 17 45.74082(W)     ADJUSTED  
 MB3124* NAVD 88     -       329.6    (meters)    1081.     (feet)  VERTCON   
 MB3124  ___________________________________________________________________
 MB3124  X           -     724,102.147 (meters)                     COMP
 MB3124  Y           -  -4,729,841.863 (meters)                     COMP
 MB3124  Z           -   4,203,522.033 (meters)                     COMP
 MB3124  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 MB3124  ELLIP HEIGHT-         295.73  (meters)          (10/07/05) GPS OBS
 MB3124  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB3124
 MB3124  HORZ ORDER  -  FIRST
 MB3124  ELLP ORDER  -  FOURTH    CLASS I
 MB3124
 MB3124.The horizontal coordinates were established by GPS observations
 MB3124.and adjusted by the National Geodetic Survey in April 1998..
 MB3124
 MB3124.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3124
 MB3124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3124
 MB3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3124
 MB3124.The ellipsoidal height was determined by GPS observations
 MB3124.and is referenced to NAD 83.
 MB3124
 MB3124.The geoid height was determined by GEOID03.
 MB3124
 MB3124;                    North         East     Units Scale Factor Converg.
 MB3124;SPC OH N     -   203,151.833   700,535.261   MT  0.99996624   +0 47 27.4
 MB3124;UTM  17      - 4,593,177.294   475,287.876   MT  0.99960752   -0 11 46.0
 MB3124
 MB3124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3124!SPC OH N     -   0.99995362  x   0.99996624  =   0.99991986
 MB3124!UTM  17      -   0.99995362  x   0.99960752  =   0.99956115
 MB3124
 MB3124                          SUPERSEDED SURVEY CONTROL
 MB3124
 MB3124  ELLIP H (04/01/98)  295.78   (m)                       GP(       ) 4 1
 MB3124  NAD 83(1986)-  41 29 23.39313(N)    081 17 45.73945(W) AD(       ) 1
 MB3124  NGVD 29 (12/02/91)  329.8    (m)         1082.     (f) GPS OBS        
 MB3124
 MB3124.Superseded values are not recommended for survey control.
 MB3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3124.See file dsdata.txt to determine how the superseded data were derived.
 MB3124
 MB3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7528893177(NAD 83)
 MB3124_MARKER: DE = TRAVERSE STATION DISK
 MB3124_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3124_SP_SET: CONCRETE MONUMENT
 MB3124_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1679
 MB3124_MARK LOGO: OH-055
 MB3124_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3124+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3124
 MB3124  HISTORY     - Date     Condition        Report By
 MB3124  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3124
 MB3124                          STATION DESCRIPTION
 MB3124
 MB3124'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3124'STATION IS LOCATED APPROXIMATELY 10.7 FEET SOUTHEAST OF THE CENTERLINE
 MB3124'OF FAIRMOUNT ROAD AND IS APPROXIMATELY 49 FEET WEST OF POWERPOLE
 MB3124'NUMBER 564076. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS
 MB3124'DISK SET INTO A CONCRETE MONUMENT AND IS STAMPED 1679. TO REACH FROM
 MB3124'THE CHARDON COUNTY POST OFFICE PROCEED WEST ON CENTER STREET FOR .02
 MB3124'MILE TO WASHINGTON STREET. TURN LEFT ON WASHINGTON STREET AND PROCEED
 MB3124'SOUTH FOR .17 MILES TO WATER STREET. TURN RIGHT ON WATER STREET AND
 MB3124'PROCEED EAST FOR .29 MILES TO SOUTH STREET OR RAVENNA ROAD. TURN
 MB3124'RIGHT ON RAVENNA ROAD AND PROCEED SOUTH FOR 6.08 MILES TO BUTTERNUT
 MB3124'ROAD. TURN RIGHT ON BUTTERNUT ROAD AND PROCEED EAST FOR 2.71 MILES TO
 MB3124'AUBURN ROAD. TURN LEFT ON AUBURN ROAD AND PROCEED SOUTH FOR .84 MILES
 MB3124'TOFAIRMOUNT ROAD. TURN RIGHT ON FAIRMOUNT ROAD AND PROCEED EAST FOR
 MB3124'2.72 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3125 ***********************************************************************
 MB3125  DESIGNATION -  1685
 MB3125  PID         -  MB3125
 MB3125  STATE/COUNTY-  OH/GEAUGA
 MB3125  USGS QUAD   -  BURTON (1966)
 MB3125
 MB3125                         *CURRENT SURVEY CONTROL
 MB3125  ___________________________________________________________________
 MB3125* NAD 83(1995)-  41 24 50.28782(N)    081 11 47.10910(W)     ADJUSTED  
 MB3125* NAVD 88     -       356.1    (meters)    1168.     (feet)  VERTCON   
 MB3125  ___________________________________________________________________
 MB3125  X           -     733,181.494 (meters)                     COMP
 MB3125  Y           -  -4,734,107.319 (meters)                     COMP
 MB3125  Z           -   4,197,224.509 (meters)                     COMP
 MB3125  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 MB3125  ELLIP HEIGHT-         322.25  (meters)          (10/07/05) GPS OBS
 MB3125  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB3125
 MB3125  HORZ ORDER  -  FIRST
 MB3125  ELLP ORDER  -  FOURTH    CLASS I
 MB3125
 MB3125.The horizontal coordinates were established by GPS observations
 MB3125.and adjusted by the National Geodetic Survey in April 1998..
 MB3125
 MB3125.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3125
 MB3125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3125
 MB3125.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3125
 MB3125.The ellipsoidal height was determined by GPS observations
 MB3125.and is referenced to NAD 83.
 MB3125
 MB3125.The geoid height was determined by GEOID03.
 MB3125
 MB3125;                    North         East     Units Scale Factor Converg.
 MB3125;SPC OH N     -   194,847.500   708,979.223   MT  0.99995736   +0 51 23.0
 MB3125;UTM  17      - 4,584,731.799   483,584.628   MT  0.99960332   -0 07 47.7
 MB3125
 MB3125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3125!SPC OH N     -   0.99994946  x   0.99995736  =   0.99990682
 MB3125!UTM  17      -   0.99994946  x   0.99960332  =   0.99955280
 MB3125
 MB3125                          SUPERSEDED SURVEY CONTROL
 MB3125
 MB3125  ELLIP H (04/01/98)  322.30   (m)                       GP(       ) 4 1
 MB3125  NAD 83(1986)-  41 24 50.29683(N)    081 11 47.10646(W) AD(       ) 1
 MB3125  NGVD 29 (12/02/91)  356.3    (m)         1169.     (f) GPS OBS        
 MB3125
 MB3125.Superseded values are not recommended for survey control.
 MB3125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3125.See file dsdata.txt to determine how the superseded data were derived.
 MB3125
 MB3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8358584732(NAD 83)
 MB3125_MARKER: DE = TRAVERSE STATION DISK
 MB3125_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3125_SP_SET: CONCRETE MONUMENT
 MB3125_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1685
 MB3125_MARK LOGO: OH-055
 MB3125_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3125+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3125
 MB3125  HISTORY     - Date     Condition        Report By
 MB3125  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3125
 MB3125                          STATION DESCRIPTION
 MB3125
 MB3125'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3125'THE STATION IS LOCATED APPROXIMATELY 21.5 FEET EAST OF THE CENTERLINE
 MB3125'OF VALLEY ROAD AND IS APPROXIMATELY 26.9 FEET NORTH OF THE CENTERLINE
 MB3125'OF STAFFORD ROAD AND IS APPROXIMATELY 7.1 FEET NORTHWEST OF POWERPOLE
 MB3125'NUMBER 899393. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS
 MB3125'DISK SET INTO A CONCRETE MONUMENT AND IS STAMPED 1685. TO REACH FROM
 MB3125'THE CHARDON COUNTY POST OFFICE PROCEED WEST ON CENTER STREET FOR .02
 MB3125'MILES TO WASHINGTON STREET. TURN LEFT ON WASHINGTON STREET AND
 MB3125'PROCEED SOUTH FOR .17 MILES TO WATER STREET. TURN RIGHT ON WATER
 MB3125'STREET AND PROCEED EAST FOR .29 MILES TO SOUTH STREET OR RAVENNA
 MB3125'ROAD. TURN RIGHT ON RAVENNA ROAD AND PROCEED SOUTH FOR 11.76 MILES TO
 MB3125'STAFFORD ROAD. TURN LEFT ON STAFFORD ROAD AND PROCEED EAST FOR .76
 MB3125'MILES TO VALLEY STREET AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3126 ***********************************************************************
 MB3126  DESIGNATION -  1687
 MB3126  PID         -  MB3126
 MB3126  STATE/COUNTY-  OH/GEAUGA
 MB3126  USGS QUAD   -  BURTON (1966)
 MB3126
 MB3126                         *CURRENT SURVEY CONTROL
 MB3126  ___________________________________________________________________
 MB3126* NAD 83(1995)-  41 23 13.92537(N)    081 13 45.59940(W)     ADJUSTED  
 MB3126* NAVD 88     -       389.7    (meters)    1279.     (feet)  VERTCON   
 MB3126  ___________________________________________________________________
 MB3126  X           -     730,765.462 (meters)                     COMP
 MB3126  Y           -  -4,736,495.715 (meters)                     COMP
 MB3126  Z           -   4,195,016.668 (meters)                     COMP
 MB3126  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 MB3126  ELLIP HEIGHT-         355.83  (meters)          (10/07/05) GPS OBS
 MB3126  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB3126
 MB3126  HORZ ORDER  -  FIRST
 MB3126  ELLP ORDER  -  FOURTH    CLASS I
 MB3126
 MB3126.The horizontal coordinates were established by GPS observations
 MB3126.and adjusted by the National Geodetic Survey in April 1998..
 MB3126
 MB3126.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3126
 MB3126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3126
 MB3126.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3126
 MB3126.The ellipsoidal height was determined by GPS observations
 MB3126.and is referenced to NAD 83.
 MB3126
 MB3126.The geoid height was determined by GEOID03.
 MB3126
 MB3126;                    North         East     Units Scale Factor Converg.
 MB3126;SPC OH N     -   191,834.512   706,271.124   MT  0.99995465   +0 50 05.2
 MB3126;UTM  17      - 4,581,766.920   480,826.036   MT  0.99960452   -0 09 05.8
 MB3126
 MB3126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3126!SPC OH N     -   0.99994419  x   0.99995465  =   0.99989884
 MB3126!UTM  17      -   0.99994419  x   0.99960452  =   0.99954873
 MB3126
 MB3126                          SUPERSEDED SURVEY CONTROL
 MB3126
 MB3126  ELLIP H (04/01/98)  355.88   (m)                       GP(       ) 4 1
 MB3126  NAD 83(1986)-  41 23 13.93435(N)    081 13 45.59681(W) AD(       ) 1
 MB3126  NGVD 29 (12/02/91)  389.9    (m)         1279.     (f) GPS OBS        
 MB3126
 MB3126.Superseded values are not recommended for survey control.
 MB3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3126.See file dsdata.txt to determine how the superseded data were derived.
 MB3126
 MB3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8082681767(NAD 83)
 MB3126_MARKER: DE = TRAVERSE STATION DISK
 MB3126_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3126_SP_SET: CONCRETE MONUMENT
 MB3126_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1687
 MB3126_MARK LOGO: OH-055
 MB3126_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3126+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3126
 MB3126  HISTORY     - Date     Condition        Report By
 MB3126  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3126
 MB3126                          STATION DESCRIPTION
 MB3126
 MB3126'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3126'THE STATION IS LOCATED APPROXIMATELY 17.6 FEET SOUTH OF THE CENTERLINE
 MB3126'OF WASHINGTON STREET AND IS APPROXIMATELY 69 .8 FEET WEST OF THE
 MB3126'POWERPOLE. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRAAS DISK
 MB3126'SET INTO A CONCRETE MONUMENT AND IS STAMPED 1687. TO REACH FROM THE
 MB3126'CHARDON POST OFFICE PROCEED WEST ON CENTER STREET FOR .02 MILES TO
 MB3126'WASHINGTON STREET. TURN LEFT ON WASHINGTON STREET AND PROCEED SOUTH
 MB3126'FOR .17 MILES TO WATERSTREET. TURN RIGHT ON WATER STREET AND PROCEED
 MB3126'EAST FOR .29 MILES TO SOUTH STREET OR RAVENNA ROAD. TURN RIGHT ON
 MB3126'RAVENNA ROAD AND PROCEED SOUTH FOR 13.8 MILES TO WASHINGTON STREE.
 MB3126'TURN RIGHT ON WASHINGTON STREET AND PROCEED WEST FOR .27
 MB3126'MILESMESSENGER ROAD AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3127 ***********************************************************************
 MB3127  DESIGNATION -  1692
 MB3127  PID         -  MB3127
 MB3127  STATE/COUNTY-  OH/GEAUGA
 MB3127  USGS QUAD   -  MIDDLEFIELD (1994)
 MB3127
 MB3127                         *CURRENT SURVEY CONTROL
 MB3127  ___________________________________________________________________
 MB3127* NAD 83(1995)-  41 27 34.77197(N)    081 02 20.68093(W)     ADJUSTED  
 MB3127* NAVD 88     -       355.5    (meters)    1166.     (feet)  VERTCON   
 MB3127  ___________________________________________________________________
 MB3127  X           -     745,655.960 (meters)                     COMP
 MB3127  Y           -  -4,728,758.155 (meters)                     COMP
 MB3127  Z           -   4,201,028.498 (meters)                     COMP
 MB3127  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 MB3127  ELLIP HEIGHT-         321.58  (meters)          (10/07/05) GPS OBS
 MB3127  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB3127
 MB3127  HORZ ORDER  -  FIRST
 MB3127  ELLP ORDER  -  FOURTH    CLASS I
 MB3127
 MB3127.The horizontal coordinates were established by GPS observations
 MB3127.and adjusted by the National Geodetic Survey in April 1998..
 MB3127
 MB3127.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3127
 MB3127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3127
 MB3127.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3127
 MB3127.The ellipsoidal height was determined by GPS observations
 MB3127.and is referenced to NAD 83.
 MB3127
 MB3127.The geoid height was determined by GEOID03.
 MB3127
 MB3127;                    North         East     Units Scale Factor Converg.
 MB3127;SPC OH N     -   200,129.498   722,046.770   MT  0.99996250   +0 57 35.1
 MB3127;UTM  17      - 4,589,786.338   496,736.416   MT  0.99960013   -0 01 33.1
 MB3127
 MB3127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3127!SPC OH N     -   0.99994956  x   0.99996250  =   0.99991206
 MB3127!UTM  17      -   0.99994956  x   0.99960013  =   0.99954971
 MB3127
 MB3127                          SUPERSEDED SURVEY CONTROL
 MB3127
 MB3127  ELLIP H (04/01/98)  321.63   (m)                       GP(       ) 4 1
 MB3127  NAD 83(1986)-  41 27 34.78083(N)    081 02 20.67800(W) AD(       ) 1
 MB3127  NGVD 29 (12/02/91)  355.7    (m)         1167.     (f) GPS OBS        
 MB3127
 MB3127.Superseded values are not recommended for survey control.
 MB3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3127.See file dsdata.txt to determine how the superseded data were derived.
 MB3127
 MB3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9673689786(NAD 83)
 MB3127_MARKER: DE = TRAVERSE STATION DISK
 MB3127_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3127_SP_SET: CONCRETE MONUMENT
 MB3127_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1692
 MB3127_MARK LOGO: OH-055
 MB3127_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3127+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3127
 MB3127  HISTORY     - Date     Condition        Report By
 MB3127  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3127
 MB3127                          STATION DESCRIPTION
 MB3127
 MB3127'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3127'THE STATION IS LOCATED APPROXIMATELY 24.8 FEET SOUTH OF THE CENTERLINE
 MB3127'OF KINSMAN ROAD AND IS APPROXIMATELY 40.5 FEET WEST OF POWERPOLE
 MB3127'NUMBER 830107. THE STATION CONSISTS OF ATWO AND ONE-HALF INCH BRASS
 MB3127'DISK AND IS SET INTO A CONCRETE MONUMENT AND IS STAMPED 1692. TO
 MB3127'REACH THE STATION FROM THE CHARDON POST OFFICE PROCEED EAST ON CENTER
 MB3127'STREET FOR .19 MILES TO THE HAMBDEN TOWNSHIP LINE. TURN RIGHT ON
 MB3127'GRANT STREET AND PROCEED SOUTH FOR .18 MILES TO CHARDON WINDSOR ROAD.
 MB3127'TURN LEFT ON CHARDON WINDSOR ROAD AND PROCEED SOUTHEAST FOR 3.44
 MB3127'MILES TO STATE ROUTE 608. TURN RIGHT ON STSTE ROUTE 608 AND PROCEED
 MB3127'SOUTH FOR 7.47 MILES TO STATE ROUTE 87 OR KINSMAN ROAD. TURN LEFT
 MB3127'STATE ROUTE 87 AND PROCEED EAST FOR 1.77 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0124 ***********************************************************************
 LA0124  DESIGNATION -  169.7
 LA0124  PID         -  LA0124
 LA0124  STATE/COUNTY-  OH/SHELBY
 LA0124  USGS QUAD   -  SIDNEY (1982)
 LA0124
 LA0124                         *CURRENT SURVEY CONTROL
 LA0124  ___________________________________________________________________
 LA0124* NAD 83(1986)-  40 16 20.     (N)    084 14 54.     (W)     SCALED    
 LA0124* NAVD 88     -       294.794  (meters)     967.17   (feet)  ADJUSTED  
 LA0124  ___________________________________________________________________
 LA0124  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LA0124  DYNAMIC HT  -         294.648 (meters)     966.69  (feet)  COMP
 LA0124  MODELED GRAV-     980,119.1   (mgal)                       NAVD 88
 LA0124
 LA0124  VERT ORDER  -  SECOND    CLASS 0
 LA0124
 LA0124.The horizontal coordinates were scaled from a topographic map and have
 LA0124.an estimated accuracy of +/- 6 seconds.
 LA0124
 LA0124.The orthometric height was determined by differential leveling
 LA0124.and adjusted by the National Geodetic Survey in June 1991..
 LA0124
 LA0124.The geoid height was determined by GEOID03.
 LA0124
 LA0124.The dynamic height is computed by dividing the NAVD 88
 LA0124.geopotential number by the normal gravity value computed on the
 LA0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0124.degrees latitude (g = 980.6199 gals.).
 LA0124
 LA0124.The modeled gravity was interpolated from observed gravity values.
 LA0124
 LA0124;                    North         East    Units  Estimated Accuracy
 LA0124;SPC OH N     -    68,740.      451,300.      MT  (+/- 180 meters Scaled)
 LA0124
 LA0124                          SUPERSEDED SURVEY CONTROL
 LA0124
 LA0124  NGVD 29 (??/??/92)  294.994  (m)          967.83   (f) ADJ UNCH    2 0
 LA0124
 LA0124.Superseded values are not recommended for survey control.
 LA0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0124.See file dsdata.txt to determine how the superseded data were derived.
 LA0124
 LA0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK339616(NAD 83)
 LA0124_MARKER: R = RIVET
 LA0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0124_SP_SET: BRIDGE PARAPET
 LA0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0124
 LA0124  HISTORY     - Date     Condition        Report By
 LA0124  HISTORY     - UNK      MONUMENTED       PCRR
 LA0124  HISTORY     - 1934     GOOD             NGS
 LA0124
 LA0124                          STATION DESCRIPTION
 LA0124
 LA0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0124'0.3 MI W FROM HARDIN.
 LA0124'0.3 MILE WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0124'ST. LOUIS RAILWAY FROM THE STATION AT HARDIN, SHELBY COUNTY,
 LA0124'IN THE TOP OF THE NORTHEAST CORNER OF THE PARAPET OF A BRIDGE
 LA0124'OVER A STREAM, 7.2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1/2
 LA0124'FOOT LOWER THAN THE TRACK.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6876 ***********************************************************************
 AC6876  DESIGNATION -  169JEA
 AC6876  PID         -  AC6876
 AC6876  STATE/COUNTY-  OH/BELMONT
 AC6876  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6876
 AC6876                         *CURRENT SURVEY CONTROL
 AC6876  ___________________________________________________________________
 AC6876* NAD 83(1995)-  40 04 07.52563(N)    080 54 02.39091(W)     ADJUSTED  
 AC6876* NAVD 88     -       360.24   (meters)    1181.9    (feet)  LEVELING  
 AC6876  ___________________________________________________________________
 AC6876  X           -     773,028.049 (meters)                     COMP
 AC6876  Y           -  -4,826,533.614 (meters)                     COMP
 AC6876  Z           -   4,084,041.086 (meters)                     COMP
 AC6876  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AC6876  ELLIP HEIGHT-         326.42  (meters)          (10/07/05) GPS OBS
 AC6876  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AC6876
 AC6876  HORZ ORDER  -  FIRST
 AC6876  VERT ORDER  -  THIRD ?
 AC6876  ELLP ORDER  -  FOURTH    CLASS II
 AC6876
 AC6876.The horizontal coordinates were established by GPS observations
 AC6876.and adjusted by the National Geodetic Survey in October 2005..
 AC6876
 AC6876.The orthometric height was determined by differential leveling.
 AC6876.The vertical network tie was performed by a horz. field party for horz.
 AC6876.obs reductions. Reset procedures were used to establish the elevation.
 AC6876
 AC6876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6876
 AC6876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6876
 AC6876.The ellipsoidal height was determined by GPS observations
 AC6876.and is referenced to NAD 83.
 AC6876
 AC6876.The geoid height was determined by GEOID03.
 AC6876
 AC6876;                    North         East     Units Scale Factor Converg.
 AC6876;SPC OH S     -   230,875.623   736,430.227   MT  1.00000720   +1 00 53.3
 AC6876;UTM  17      - 4,435,393.359   508,470.769   MT  0.99960088   +0 03 50.2
 AC6876
 AC6876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6876!SPC OH S     -   0.99994879  x   1.00000720  =   0.99995599
 AC6876!UTM  17      -   0.99994879  x   0.99960088  =   0.99954970
 AC6876
 AC6876                          SUPERSEDED SURVEY CONTROL
 AC6876
 AC6876  NAD 83(1995)-  40 04 07.51849(N)    080 54 02.39173(W) AD(       ) 1
 AC6876  NAD 83(1986)-  40 04 07.53000(N)    080 54 02.39698(W) AD(       ) 1
 AC6876
 AC6876.Superseded values are not recommended for survey control.
 AC6876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6876.See file dsdata.txt to determine how the superseded data were derived.
 AC6876
 AC6876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0847135393(NAD 83)
 AC6876_MARKER: DB = BENCH MARK DISK
 AC6876_SETTING: 0 = UNSPECIFIED SETTING
 AC6876_STAMPING: 169JEA 1958 USGS BM
 AC6876_MARK LOGO: USGS  
 AC6876_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6876+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1996
 AC6876
 AC6876  HISTORY     - Date     Condition        Report By
 AC6876  HISTORY     - 1958     MONUMENTED       USGS
 AC6876  HISTORY     - 19960502 GOOD             GEOONE
 AC6876
 AC6876                          STATION DESCRIPTION
 AC6876
 AC6876'DESCRIBED BY GEOONE INCORPORATED 1996
 AC6876'NO DESCRIPTION RECOVERED.  BM SET IN THE TOP OF THE N.E.  CONCRETE
 AC6876'ABUTMENT OF THE I-70 BRIDGE OVER THE SR-9.  BM RECOVERED IN GOOD
 AC6876'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6785 ***********************************************************************
 AI6785  DESIGNATION -  16A
 AI6785  PID         -  AI6785
 AI6785  STATE/COUNTY-  OH/CLINTON
 AI6785  USGS QUAD   -  PORT WILLIAM (1981)
 AI6785
 AI6785                         *CURRENT SURVEY CONTROL
 AI6785  ___________________________________________________________________
 AI6785* NAD 83(1995)-  39 31 37.88609(N)    083 50 50.56643(W)     ADJUSTED  
 AI6785* NAVD 88     -       313.9    (meters)    1030.     (feet)  GPS OBS   
 AI6785  ___________________________________________________________________
 AI6785  X           -     528,008.808 (meters)                     COMP
 AI6785  Y           -  -4,898,124.907 (meters)                     COMP
 AI6785  Z           -   4,037,811.343 (meters)                     COMP
 AI6785  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 AI6785  ELLIP HEIGHT-         281.04  (meters)          (10/07/05) GPS OBS
 AI6785  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AI6785
 AI6785  HORZ ORDER  -  B
 AI6785  ELLP ORDER  -  THIRD     CLASS II
 AI6785
 AI6785.The horizontal coordinates were established by GPS observations
 AI6785.and adjusted by the National Geodetic Survey in August 2000..
 AI6785
 AI6785.The orthometric height was determined by GPS observations and a
 AI6785.high-resolution geoid model.
 AI6785
 AI6785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6785
 AI6785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6785
 AI6785.The ellipsoidal height was determined by GPS observations
 AI6785.and is referenced to NAD 83.
 AI6785
 AI6785.The geoid height was determined by GEOID03.
 AI6785
 AI6785;                    North         East     Units Scale Factor Converg.
 AI6785;SPC OH S     -   170,403.146   484,163.811   MT  0.99993900   -0 51 17.8
 AI6785;UTM  17      - 4,379,154.303   255,261.194   MT  1.00033752   -1 48 47.1
 AI6785
 AI6785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6785!SPC OH S     -   0.99995591  x   0.99993900  =   0.99989491
 AI6785!UTM  17      -   0.99995591  x   1.00033752  =   1.00029342
 AI6785
 AI6785|---------------------------------------------------------------------|
 AI6785| PID    Reference Object                     Distance      Geod. Az  |
 AI6785|                                                           dddmmss.s |
 AI6785| AI6755 16                                  323.057 METERS 16810     |
 AI6785|---------------------------------------------------------------------|
 AI6785
 AI6785                          SUPERSEDED SURVEY CONTROL
 AI6785
 AI6785  ELLIP H (08/02/00)  281.09   (m)                       GP(       ) 3 2
 AI6785
 AI6785.Superseded values are not recommended for survey control.
 AI6785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6785.See file dsdata.txt to determine how the superseded data were derived.
 AI6785
 AI6785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5526179154(NAD 83)
 AI6785_MARKER: DD = SURVEY DISK
 AI6785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6785_STAMPING: GPS 16A 2000
 AI6785_MARK LOGO: OH-027
 AI6785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6785+STABILITY: SURFACE MOTION
 AI6785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6785+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6785
 AI6785  HISTORY     - Date     Condition        Report By
 AI6785  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6785
 AI6785                          STATION DESCRIPTION
 AI6785
 AI6785'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6785'THE STATION IS LOCATED APPROXIMATELY 10.5 MILES (16.9 KM) SOUTHEAST OF
 AI6785'XENIA, 5.5 MI (8.9 KM) NORTH OF WILMINGTON, AND 3.75 MI (6.03 KM)
 AI6785'SOUTHWEST OF PORT WILLIAM.  THE STATION IS ON THE WEST SIDE OF US
 AI6785'ROUTE 68 APPROXIMATELY 0.4 MI (0.6 KM) NORTH OF THE JUNCTION OF
 AI6785'INTERSTATE 71 AND US 68.
 AI6785'TO REACH THE STATION FROM THE JUNCTION OF I-71 AND US 68, PROCEED
 AI6785'NORTH ALONG US 68 APPROXIMATELY 0.4 MI (0.6 KM) TO THE STATION ON THE
 AI6785'LEFT.
 AI6785'THE STATION IS APPROXIMATELY 93.3 FT (28.4 M) NORTH OF A POWER POLE,
 AI6785'20.6 FT (6.3 M) SOUTHEAST OF ANOTHER POWER POLE, AND 18.1 FT (5.5 M)
 AI6785'WEST OF THE CENTERLINE OF US 68.  THE STATION IS A STANDARD CLINTON
 AI6785'COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS
 AI6785'16A 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6080 ***********************************************************************
 AB6080  CBN         -  This is a Cooperative Base Network Control Station.
 AB6080  PACS        -  This is a Primary Airport Control Station.
 AB6080  DESIGNATION -  16G A
 AB6080  PID         -  AB6080
 AB6080  STATE/COUNTY-  OH/SENECA
 AB6080  USGS QUAD   -  TIFFIN SOUTH (1977)
 AB6080
 AB6080                         *CURRENT SURVEY CONTROL
 AB6080  ___________________________________________________________________
 AB6080* NAD 83(1995)-  41 05 48.79758(N)    083 12 31.96024(W)     ADJUSTED  
 AB6080* NAVD 88     -       238.37   (meters)     782.1    (feet)  GPS OBS   
 AB6080  ___________________________________________________________________
 AB6080  X           -     569,217.980 (meters)                     COMP
 AB6080  Y           -  -4,779,904.732 (meters)                     COMP
 AB6080  Z           -   4,170,671.495 (meters)                     COMP
 AB6080  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AB6080  ELLIP HEIGHT-         203.34  (meters)          (09/23/04) GPS OBS
 AB6080  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 AB6080
 AB6080  HORZ ORDER  -  B
 AB6080  ELLP ORDER  -  FOURTH    CLASS I
 AB6080
 AB6080.This mark is at Seneca County Airport (16G)
 AB6080
 AB6080.The horizontal coordinates were established by GPS observations
 AB6080.and adjusted by the National Geodetic Survey in August 1996..
 AB6080
 AB6080.The orthometric height was determined by GPS observations and a
 AB6080.high-resolution geoid model.
 AB6080
 AB6080.GPS derived orthometric heights for airport stations designated as
 AB6080.PACS or SACS are published to 2 decimal places.  This maintains
 AB6080.centimeter relative accuracy between the PACS and SACS.  It does
 AB6080.not indicate centimeter accuracy relative to other marks which are
 AB6080.part of the NAVD 88 network.
 AB6080
 AB6080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6080
 AB6080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6080
 AB6080.The ellipsoidal height was determined by GPS observations
 AB6080.and is referenced to NAD 83.
 AB6080
 AB6080.The geoid height was determined by GEOID03.
 AB6080
 AB6080;                    North         East     Units Scale Factor Converg.
 AB6080;SPC OH N     -   159,062.352   540,450.126   MT  0.99993927   -0 27 56.5
 AB6080;UTM  17      - 4,551,863.782   314,495.960   MT  1.00002354   -1 27 08.6
 AB6080
 AB6080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6080!SPC OH N     -   0.99996811  x   0.99993927  =   0.99990738
 AB6080!UTM  17      -   0.99996811  x   1.00002354  =   0.99999164
 AB6080
 AB6080|---------------------------------------------------------------------|
 AB6080| PID    Reference Object                     Distance      Geod. Az  |
 AB6080|                                                           dddmmss.s |
 AB6080| MC1575 TIFFPORT                            217.876 METERS 05132     |
 AB6080| AC8368 16G B                               305.857 METERS 06159     |
 AB6080|---------------------------------------------------------------------|
 AB6080
 AB6080                          SUPERSEDED SURVEY CONTROL
 AB6080
 AB6080  ELLIP H (08/20/96)  203.35   (m)                       GP(       ) 4 2
 AB6080
 AB6080.Superseded values are not recommended for survey control.
 AB6080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6080.See file dsdata.txt to determine how the superseded data were derived.
 AB6080
 AB6080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF1449651864(NAD 83)
 AB6080_MARKER: I = METAL ROD
 AB6080_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6080_STAMPING: 16G A 1995
 AB6080_MARK LOGO: OHDT  
 AB6080_PROJECTION: FLUSH
 AB6080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6080+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AB6080_ROD/PIPE-DEPTH: 10.4 meters
 AB6080_SLEEVE-DEPTH  : 0.9 meters
 AB6080
 AB6080  HISTORY     - Date     Condition        Report By
 AB6080  HISTORY     - 1995     MONUMENTED       OHDT
 AB6080  HISTORY     - 19951108 GOOD             NGS
 AB6080  HISTORY     - 20030513 SEE DESCRIPTION  NGS
 AB6080
 AB6080                          STATION DESCRIPTION
 AB6080
 AB6080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6080'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHWEST OF TIFFIN,
 AB6080'OH., AT THE SENECA COUNTY AIRPORT.  IN THE GRASS, ABOUT 49.0 M (160.8
 AB6080'FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE SOUTHWEST HANGAR.
 AB6080'OWNERSHIP--SENECA COUNTY, 1778 WEST U.S.  ROUTE 224, P.O. BOX 794,
 AB6080'TIFFIN, OH.  44883.  AIRPORT MANAGER BRAD NEWMAN, PHONE 419-477-4263.
 AB6080'NOTE--THIS STATION WAS SELECTED AS A (PACS) .  TO REACH THE STATION
 AB6080'FROM THE JUNCTION OF U.S.  HIGHWAY 224 AND STATE HIGHWAY 18 ABOUT 5.0
 AB6080'KM (3.10 MI) WEST OF TIFFIN, GO SOUTHEAST, 1.6 KM (1.00 MI) ALONG
 AB6080'HIGHWAY 224 TO THE AIRPORT ENTRANCE ON THE RIGHT. TURN RIGHT, SOUTH
 AB6080'THEN SOUTHWEST, 0.09 KM (0.05 MI) ALONG ENTRANCE ROAD TO THE NORTHWEST
 AB6080'SIDE OF THE APRON AND THE AIRPORT OFFICE ON THE RIGHT.  CONTINUE
 AB6080'SOUTHWEST, 0.24 KM (0.15 MI) ACROSS APRON AND ALONG THE TAXI SOUTHEAST
 AB6080'OF THE HANGARS, TO THE END OF THE TAXI AND THE STATION SOUTH-SOUTHWEST
 AB6080'OF THE SOUTH CORNER.  STATION IS 59.9 M (196.5 FT) NORTH OF THE NORTH
 AB6080'EDGE OF THE PARALLEL TAXI TO THE RUNWAY, 49.0 M (160.8 FT)
 AB6080'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE SOUTHWEST HANGAR, 28.3 M
 AB6080'(92.8 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE TAXI SOUTHEAST OF
 AB6080'THE HANGARS, 0.6 M (2.0 FT) WEST OF A WITNESS POST, AND THE STATION IS
 AB6080'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE PARALLEL TAXI AND FLUSH WITH THE
 AB6080'GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH
 AB6080'LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY R.G.
 AB6080'HAYES
 AB6080
 AB6080                          STATION RECOVERY (2003)
 AB6080
 AB6080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 AB6080'NOTE--THE TAXIWAY ALONG A ROW OF HANGARS NEAR THE STATION HAS BEEN
 AB6080'EXTENDED TO THE SOUTHWEST AND ANOTHER HANGAR ADDED SINCE 1995.  A NEW
 AB6080'DESCRIPTION  FOLLOWS.
 AB6080' 
 AB6080'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF TIFFIN, AT THE
 AB6080'SENECA COUNTY  AIRPORT, IN THE GRASS IN LINE WITH THE CENTER OF THE
 AB6080'LAST HANGAR IN A ROW OF HANGARS  SOUTHWEST OF THE AIRPORT OFFICE.
 AB6080'OWNERSHIP--SENECA COUNTY, 1778 WEST US ROUTE 224,  TIFFIN OH 44883.
 AB6080'AIRPORT MANAGER IS BRAD NEWMAN, PHONE 419-447-4263.
 AB6080' 
 AB6080'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 224 AND STATE
 AB6080'HIGHWAY 18, ABOUT  3.1 MILES WEST OF TIFFIN, GO SOUTHEAST FOR 1.0 MILE
 AB6080'ON HIGHWAY 224 TO THE AIRPORT  ENTRANCE ON THE RIGHT.  TURN RIGHT AND
 AB6080'GO SOUTH, THEN SOUTHWEST FOR 0.05 MILE ON THE  ENTRANCE ROAD TO THE
 AB6080'NORTHWEST SIDE OF APRON AND AIRPORT OFFICE ON THE RIGHT.   CONTINUE
 AB6080'SOUTHWEST FOR 0.15 MILE ACROSS APRON AND ALONG A TAXIWAY ON THE
 AB6080'SOUTHEAST  SIDE OF A ROW OF HANGARS TO THE STATION ON THE LEFT.
 AB6080' 
 AB6080'STATION IS 196.5 FEET NORTH OF THE NORTH EDGE OF THE PARALLEL TAXIWAY
 AB6080'TO THE RUNWAY,  160.8 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE
 AB6080'SECOND HANGAR NORTHEAST OF  THE END OF OF THE TAXIWAY, 127.0 FEET
 AB6080'SOUTHEAST OF THE SOUTH CORNER OF THE LAST HANGAR,  70.0 FEET
 AB6080'SOUTH-SOUTHEAST OF SOUTHEAST EDGE OF TAXIWAY AND 2.7 FEET NORTHEAST OF
 AB6080'AN  ODOT FIBERGLASS WITNESS POST.
 AB6080' 
 AB6080'NOTE-- CONCRETE CASEMENT AROUND PVC COLLAR IS CRACKED AND HEAVED BUT
 AB6080'ROD APPEARS  STABLE.  MARK WILL REQUIRE MAINTENANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8368 ***********************************************************************
 AC8368  SACS        -  This is a Secondary Airport Control Station.
 AC8368  DESIGNATION -  16G B
 AC8368  PID         -  AC8368
 AC8368  STATE/COUNTY-  OH/SENECA
 AC8368  USGS QUAD   -  TIFFIN SOUTH (1977)
 AC8368
 AC8368                         *CURRENT SURVEY CONTROL
 AC8368  ___________________________________________________________________
 AC8368* NAD 83(1995)-  41 05 53.45475(N)    083 12 20.38972(W)     ADJUSTED  
 AC8368* NAVD 88     -       237.58   (meters)     779.5    (feet)  GPS OBS   
 AC8368  ___________________________________________________________________
 AC8368  X           -     569,474.866 (meters)                     COMP
 AC8368  Y           -  -4,779,778.424 (meters)                     COMP
 AC8368  Z           -   4,170,779.246 (meters)                     COMP
 AC8368  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AC8368  ELLIP HEIGHT-         202.55  (meters)          (10/07/05) GPS OBS
 AC8368  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 AC8368
 AC8368  HORZ ORDER  -  FIRST
 AC8368  ELLP ORDER  -  FIFTH     CLASS I
 AC8368
 AC8368.This mark is at Seneca County Airport (16G)
 AC8368
 AC8368.The horizontal coordinates were established by GPS observations
 AC8368.and adjusted by the National Geodetic Survey in May 1997..
 AC8368
 AC8368.The orthometric height was determined by GPS observations and a
 AC8368.high-resolution geoid model.
 AC8368
 AC8368.GPS derived orthometric heights for airport stations designated as
 AC8368.PACS or SACS are published to 2 decimal places.  This maintains
 AC8368.centimeter relative accuracy between the PACS and SACS.  It does
 AC8368.not indicate centimeter accuracy relative to other marks which are
 AC8368.part of the NAVD 88 network.
 AC8368
 AC8368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8368
 AC8368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8368
 AC8368.The ellipsoidal height was determined by GPS observations
 AC8368.and is referenced to NAD 83.
 AC8368
 AC8368.The geoid height was determined by GEOID03.
 AC8368
 AC8368;                    North         East     Units Scale Factor Converg.
 AC8368;SPC OH N     -   159,203.817   540,721.280   MT  0.99993928   -0 27 48.9
 AC8368;UTM  17      - 4,552,000.568   314,769.533   MT  1.00002229   -1 27 01.1
 AC8368
 AC8368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8368!SPC OH N     -   0.99996823  x   0.99993928  =   0.99990751
 AC8368!UTM  17      -   0.99996823  x   1.00002229  =   0.99999052
 AC8368
 AC8368|---------------------------------------------------------------------|
 AC8368| PID    Reference Object                     Distance      Geod. Az  |
 AC8368|                                                           dddmmss.s |
 AC8368| AB6080 16G A                               305.857 METERS 24159     |
 AC8368|---------------------------------------------------------------------|
 AC8368
 AC8368                          SUPERSEDED SURVEY CONTROL
 AC8368
 AC8368  ELLIP H (05/15/97)  202.56   (m)                       GP(       ) 5 1
 AC8368
 AC8368.Superseded values are not recommended for survey control.
 AC8368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8368.See file dsdata.txt to determine how the superseded data were derived.
 AC8368
 AC8368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF1477052001(NAD 83)
 AC8368_MARKER: DD = SURVEY DISK
 AC8368_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC8368_SP_SET: ROUND CATCH BASIN COLLAR
 AC8368_STAMPING: 16G B 1995
 AC8368_MARK LOGO: OHDT  
 AC8368_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8368+STABILITY: SURFACE MOTION
 AC8368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8368+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8368
 AC8368  HISTORY     - Date     Condition        Report By
 AC8368  HISTORY     - 1995     MONUMENTED       NGS
 AC8368
 AC8368                          STATION DESCRIPTION
 AC8368
 AC8368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC8368'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHWEST OF TIFFIN,
 AC8368'OH., AT THE SENECA COUNTY AIRPORT.  NEAR THE NORTHEAST EDGE OF THE
 AC8368'AIRPORT, BETWEEN THE EAST EDGE OF THE APRON AND THE BOUNDRY FENCE, IN
 AC8368'TOP OF AND NEAR THE NORTHEAST EDGE OF A 1.1 M (3.6 FT) ROUND CATCH
 AC8368'BASIN COLLAR.  OWNERSHIP--SENECA COUNTY, 1778 WEST U.S.  ROUTE 224,
 AC8368'P.O.  BOX 794, TIFFIN, OH.  44883.  AIRPORT MANAGER BRAD NEWMAN, PHONE
 AC8368'419-477-4263.  NOTE--THIS STATION WAS SELECTED AS A (SACS) , AND IS A
 AC8368'1 AND 3/16 INCH SURVEY DISK.  TO REACH THE STATION FROM THE JUNCTION
 AC8368'OF U.S.  HIGHWAY 224 AND STATE HIGHWAY 18 ABOUT 5.0 KM (3.10 MI) WEST
 AC8368'OF TIFFIN, GO SOUTHEAST, 1.6 KM (1.00 MI) ALONG HIGHWAY 224 TO THE
 AC8368'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTH THEN SOUTHWEST, 0.09
 AC8368'KM (0.05 MI) ALONG ENTRANCE ROAD TO THE NORTHWEST SIDE OF THE APRON
 AC8368'AND THE AIRPORT OFFICE ON THE RIGHT. TURN LEFT, EAST, 0.07 KM (0.05
 AC8368'MI) TO THE EAST EDGE OF THE APRON AND THE STATION JUST EAST OF THE
 AC8368'APRON.  STATION IS 27.1 M (88.9 FT) SOUTH-SOUTHWEST OF TELEPHONE CABLE
 AC8368'POST NUMBER 1724, 24.5 M (80.4 FT) EAST-NORTHEAST OF A CATCH BASIN AT
 AC8368'THE SOUTHEAST EDGE OF THE APRON, 21.5 M (70.5 FT) SOUTHWEST OF THE
 AC8368'NORTHWEST END OF A FENCE, AT A GAP IN THE FENCE AND WITNESS POST, 19.4
 AC8368'M (63.6 FT) SOUTH-SOUTHWEST OF THE NORTHEAST EDGE OF THE JUNCTION OF A
 AC8368'PAVED ROAD AND THE APRON, 10.6 M (34.8 FT) EAST OF THE EAST EDGE OF
 AC8368'THE APRON, AND THE STATION IS LEVEL WITH THE APRON AND FLUSH WITH THE
 AC8368'GROUND SURFACE.  BY R.G. HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1679 ***********************************************************************
 KY1679  DESIGNATION -  17
 KY1679  PID         -  KY1679
 KY1679  STATE/COUNTY-  OH/STARK
 KY1679  USGS QUAD   -  NAVARRE (1994)
 KY1679
 KY1679                         *CURRENT SURVEY CONTROL
 KY1679  ___________________________________________________________________
 KY1679* NAD 83(1986)-  40 44 34.     (N)    081 32 11.     (W)     SCALED    
 KY1679* NAVD 88     -       286.257  (meters)     939.16   (feet)  ADJUSTED  
 KY1679  ___________________________________________________________________
 KY1679  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KY1679  DYNAMIC HT  -         286.125 (meters)     938.73  (feet)  COMP
 KY1679  MODELED GRAV-     980,153.6   (mgal)                       NAVD 88
 KY1679
 KY1679  VERT ORDER  -  FIRST     CLASS II
 KY1679
 KY1679.The horizontal coordinates were scaled from a topographic map and have
 KY1679.an estimated accuracy of +/- 6 seconds.
 KY1679
 KY1679.The orthometric height was determined by differential leveling
 KY1679.and adjusted by the National Geodetic Survey in June 1991..
 KY1679
 KY1679.The geoid height was determined by GEOID03.
 KY1679
 KY1679.The dynamic height is computed by dividing the NAVD 88
 KY1679.geopotential number by the normal gravity value computed on the
 KY1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1679.degrees latitude (g = 980.6199 gals.).
 KY1679
 KY1679.The modeled gravity was interpolated from observed gravity values.
 KY1679
 KY1679;                    North         East    Units  Estimated Accuracy
 KY1679;SPC OH N     -   119,950.      681,380.      MT  (+/- 180 meters Scaled)
 KY1679
 KY1679                          SUPERSEDED SURVEY CONTROL
 KY1679
 KY1679  NGVD 29 (??/??/92)  286.476  (m)          939.88   (f) ADJ UNCH    1 2
 KY1679
 KY1679.Superseded values are not recommended for survey control.
 KY1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1679.See file dsdata.txt to determine how the superseded data were derived.
 KY1679
 KY1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF547103(NAD 83)
 KY1679_MARKER: N = NAIL
 KY1679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1679_SP_SET: CULVERT
 KY1679_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1679
 KY1679  HISTORY     - Date     Condition        Report By
 KY1679  HISTORY     - 1935     MONUMENTED       BORR
 KY1679  HISTORY     - 1935     GOOD             NGS
 KY1679  HISTORY     - 19930407 GOOD             OHDT
 KY1679
 KY1679                          STATION DESCRIPTION
 KY1679
 KY1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY1679'4.2 MI S FROM MASSILLON.
 KY1679'4.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1679'THE STATION AT MASSILLON, STARK COUNTY, 0.7 MILE SOUTH OF THE
 KY1679'WARMINGTON ROAD CROSSING, 0.3 MILE SOUTH OF A CINDER-ROAD CROSSING,
 KY1679'2 POLES SOUTH OF THE CROSSING OF THE ABANDONED LINE NEAR POLE
 KY1679'91+9, AT A STONE-ARCH CULVERT OVER A CREEK, IN THE TOP OF THE
 KY1679'NORTHWEST END OF THE WEST HEADWALL, 54.5 FEET WEST OF THE WEST
 KY1679'RAIL (SLOPE DISTANCE), AND 24 FEET LOWER THAN THE TRACK.  THE
 KY1679'TOP OF A WIRE NAIL SET IN LEAD.
 KY1679
 KY1679                          STATION RECOVERY (1993)
 KY1679
 KY1679'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY1679'------REPORT BY ODOT-------YEAR 1993------CONDITION - GOOD-------
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2446 ***********************************************************************
 AB2446  DESIGNATION -  17
 AB2446  PID         -  AB2446
 AB2446  STATE/COUNTY-  OH/ATHENS
 AB2446  USGS QUAD   -  MINERAL (1992)
 AB2446
 AB2446                         *CURRENT SURVEY CONTROL
 AB2446  ___________________________________________________________________
 AB2446* NAD 83(1995)-  39 20 50.98486(N)    082 16 14.40026(W)     ADJUSTED  
 AB2446* NAVD 88     -       293.0    (meters)     961.     (feet)  GPS OBS   
 AB2446  ___________________________________________________________________
 AB2446  X           -     664,284.779 (meters)                     COMP
 AB2446  Y           -  -4,894,283.635 (meters)                     COMP
 AB2446  Z           -   4,022,388.527 (meters)                     COMP
 AB2446  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AB2446  ELLIP HEIGHT-         258.88  (meters)          (10/07/05) GPS OBS
 AB2446  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AB2446
 AB2446  HORZ ORDER  -  FIRST
 AB2446  ELLP ORDER  -  FOURTH    CLASS I
 AB2446
 AB2446.The horizontal coordinates were established by GPS observations
 AB2446.and adjusted by the National Geodetic Survey in April 1998..
 AB2446
 AB2446.The orthometric height was determined by GPS observations and a
 AB2446.high-resolution geoid model.
 AB2446
 AB2446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2446
 AB2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2446
 AB2446.The ellipsoidal height was determined by GPS observations
 AB2446.and is referenced to NAD 83.
 AB2446
 AB2446.The geoid height was determined by GEOID03.
 AB2446
 AB2446;                    North         East     Units Scale Factor Converg.
 AB2446;SPC OH S     -   149,614.865   619,767.491   MT  0.99993611   +0 08 43.9
 AB2446;UTM  17      - 4,356,109.558   390,509.183   MT  0.99974760   -0 48 20.6
 AB2446
 AB2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2446!SPC OH S     -   0.99995939  x   0.99993611  =   0.99989550
 AB2446!UTM  17      -   0.99995939  x   0.99974760  =   0.99970700
 AB2446
 AB2446                          SUPERSEDED SURVEY CONTROL
 AB2446
 AB2446  ELLIP H (04/01/98)  258.89   (m)                       GP(       ) 4 1
 AB2446  NAD 83(1986)-  39 20 50.98526(N)    082 16 14.40228(W) AD(       ) 1
 AB2446
 AB2446.Superseded values are not recommended for survey control.
 AB2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2446.See file dsdata.txt to determine how the superseded data were derived.
 AB2446
 AB2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9050956110(NAD 83)
 AB2446_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2446_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2446_STAMPING: 17 1995
 AB2446_MARK LOGO: ATHCE 
 AB2446_PROJECTION: FLUSH
 AB2446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2446+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2446_ROD/PIPE-DEPTH: 1    meters
 AB2446
 AB2446  HISTORY     - Date     Condition        Report By
 AB2446  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2446
 AB2446                          STATION DESCRIPTION
 AB2446
 AB2446'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2446'IN ATHENS COUNTY, OHIO, WATERLOO TOWNSHIP, STATION IS SET ABOUT 70 FT.
 AB2446'WEST OF A FIRE TOWER IN THE WATERLOO WILDLIFE EXPERIMENT STATION. FROM
 AB2446'THE INTERSECTION OF S.R.  356 AND S.R.  56, GO SOUTH ON S.R. 356 TO
 AB2446'WILDLIFE PARK ENTRANCE ON RIGHT.  TAKE ENTRANCE DRIVE TO PARKING LOT
 AB2446'AT RANGER STATION.  FROM RANGER STATION, TAKE GRAVEL DRIVE LEADING UP
 AB2446'A HILL TO A SPLIT IN THE ROAD.  TAKE THE LEFT FORK TO THE FIRE TOWER
 AB2446'ON THE LEFT.  SET ABOUT 66 FT.FROM SOUTHEAST BASE OF TOWER AND 10
 AB2446'FT.NORTHEAST OF THE NORTHEAST EDGE OF DRIVE.  STATION IS FLUSH WITH
 AB2446'THE GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE ATHENS CO.
 AB2446'ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6756 ***********************************************************************
 AI6756  DESIGNATION -  17
 AI6756  PID         -  AI6756
 AI6756  STATE/COUNTY-  OH/CLINTON
 AI6756  USGS QUAD   -  CLARKSVILLE (1986)
 AI6756
 AI6756                         *CURRENT SURVEY CONTROL
 AI6756  ___________________________________________________________________
 AI6756* NAD 83(1995)-  39 28 17.81076(N)    083 53 08.74304(W)     ADJUSTED  
 AI6756* NAVD 88     -       295.2    (meters)     969.     (feet)  GPS OBS   
 AI6756  ___________________________________________________________________
 AI6756  X           -     525,143.947 (meters)                     COMP
 AI6756  Y           -  -4,902,365.731 (meters)                     COMP
 AI6756  Z           -   4,033,037.924 (meters)                     COMP
 AI6756  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 AI6756  ELLIP HEIGHT-         262.24  (meters)          (10/07/05) GPS OBS
 AI6756  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AI6756
 AI6756  HORZ ORDER  -  FIRST
 AI6756  ELLP ORDER  -  THIRD     CLASS II
 AI6756
 AI6756.The horizontal coordinates were established by GPS observations
 AI6756.and adjusted by the National Geodetic Survey in August 2000..
 AI6756
 AI6756.The orthometric height was determined by GPS observations and a
 AI6756.high-resolution geoid model.
 AI6756
 AI6756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6756
 AI6756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6756
 AI6756.The ellipsoidal height was determined by GPS observations
 AI6756.and is referenced to NAD 83.
 AI6756
 AI6756.The geoid height was determined by GEOID03.
 AI6756
 AI6756;                    North         East     Units Scale Factor Converg.
 AI6756;SPC OH S     -   164,283.815   480,769.592   MT  0.99993706   -0 52 45.5
 AI6756;UTM  17      - 4,373,090.037   251,763.794   MT  1.00035876   -1 50 07.5
 AI6756
 AI6756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6756!SPC OH S     -   0.99995886  x   0.99993706  =   0.99989592
 AI6756!UTM  17      -   0.99995886  x   1.00035876  =   1.00031760
 AI6756
 AI6756:                Primary Azimuth Mark                     Grid Az
 AI6756:SPC OH S     -  17A                                      136 50 38.3
 AI6756:UTM  17      -  17A                                      137 48 00.3
 AI6756
 AI6756|---------------------------------------------------------------------|
 AI6756| PID    Reference Object                     Distance      Geod. Az  |
 AI6756|                                                           dddmmss.s |
 AI6756| AI6786 17A                                 427.639 METERS 1355752.8 |
 AI6756|---------------------------------------------------------------------|
 AI6756
 AI6756                          SUPERSEDED SURVEY CONTROL
 AI6756
 AI6756  ELLIP H (08/02/00)  262.29   (m)                       GP(       ) 3 2
 AI6756
 AI6756.Superseded values are not recommended for survey control.
 AI6756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6756.See file dsdata.txt to determine how the superseded data were derived.
 AI6756
 AI6756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5176473090(NAD 83)
 AI6756_MARKER: DD = SURVEY DISK
 AI6756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6756_STAMPING: GPS 17 2000
 AI6756_MARK LOGO: OH-027
 AI6756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6756+STABILITY: SURFACE MOTION
 AI6756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6756+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6756
 AI6756  HISTORY     - Date     Condition        Report By
 AI6756  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6756
 AI6756                          STATION DESCRIPTION
 AI6756
 AI6756'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6756'THE STATION IS LOCATED 7.75 MI (12.47 KM) SOUTHWEST OF PORT CLINTON,
 AI6756'7.2 MI (11.6 KM) NORTHEAST OF CLARKSVILLE, AND 3.75 MI (6.03 KM)
 AI6756'NORTHWEST OF WILMINGTON.  THE STATION IS 2.5 MI (4.0 KM) SOUTHEAST OF
 AI6756'THE INTERSECTION OF STATE ROUTES 73 AND 380 ON THE NORTHEAST SIDE OF
 AI6756'73.
 AI6756'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 22/SR 3 AND SR 73
 AI6756'IN WILMINGTON, PROCEED NORTHWEST ALONG SR 73 APPROXIMATELY 3.0 MI (4.8
 AI6756'KM) TO THE STATION ON THE RIGHT.
 AI6756'THE STATION IS APPROXIMATELY 31.0 M (101.7 FT) NORTHWEST THE PROJECTED
 AI6756'CENTERLINE OF THE DRIVE LEADING TO HOUSE NUMBER 3879, 11.65 M (38.22
 AI6756'FT) SOUTHEAST OF THE WATER VALVE SIGN, 11.20 M (36.75 FT) SOUTHEAST OF
 AI6756'A WATER VALVE, AND 10.75 M (35.27 FT) NORTHEAST OF THE CENTERLINE OF
 AI6756'SR 73.  THE STATION IS A STANDARD CLINTON COUNTY DISK SET IN A ROUND
 AI6756'CONCRETE MONUMENT AND STAMPED--GPS 17 2000--RECESSED 0.2 FT (6.1 CM)
 AI6756'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2329 ***********************************************************************
 KZ2329  DESIGNATION -  17 0052
 KZ2329  PID         -  KZ2329
 KZ2329  STATE/COUNTY-  OH/DELAWARE
 KZ2329  USGS QUAD   -  OLIVE GREEN (1973)
 KZ2329
 KZ2329                         *CURRENT SURVEY CONTROL
 KZ2329  ___________________________________________________________________
 KZ2329* NAD 83(1995)-  40 16 43.10216(N)    082 48 43.11060(W)     ADJUSTED  
 KZ2329* NAVD 88     -       325.0    (meters)    1066.     (feet)  GPS OBS   
 KZ2329  ___________________________________________________________________
 KZ2329  X           -     609,736.455 (meters)                     COMP
 KZ2329  Y           -  -4,834,687.232 (meters)                     COMP
 KZ2329  Z           -   4,101,826.213 (meters)                     COMP
 KZ2329  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 KZ2329  ELLIP HEIGHT-         291.03  (meters)          (10/07/05) GPS OBS
 KZ2329  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ2329
 KZ2329  HORZ ORDER  -  FIRST
 KZ2329  ELLP ORDER  -  FOURTH    CLASS I
 KZ2329
 KZ2329.The horizontal coordinates were established by GPS observations
 KZ2329.and adjusted by the National Geodetic Survey in April 1998..
 KZ2329
 KZ2329.The orthometric height was determined by GPS observations and a
 KZ2329.high-resolution geoid model.
 KZ2329
 KZ2329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2329
 KZ2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2329
 KZ2329.The ellipsoidal height was determined by GPS observations
 KZ2329.and is referenced to NAD 83.
 KZ2329
 KZ2329.The geoid height was determined by GEOID03.
 KZ2329
 KZ2329;                    North         East     Units Scale Factor Converg.
 KZ2329;SPC OH N     -    68,005.789   573,467.013   MT  1.00003323   -0 12 17.8
 KZ2329;UTM  17      - 4,460,259.271   345,956.584   MT  0.99989211   -1 10 18.1
 KZ2329
 KZ2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2329!SPC OH N     -   0.99995435  x   1.00003323  =   0.99998758
 KZ2329!UTM  17      -   0.99995435  x   0.99989211  =   0.99984646
 KZ2329
 KZ2329|---------------------------------------------------------------------|
 KZ2329| PID    Reference Object                     Distance      Geod. Az  |
 KZ2329|                                                           dddmmss.s |
 KZ2329| KZ2328 13 0051                             397.945 METERS 04941     |
 KZ2329|---------------------------------------------------------------------|
 KZ2329
 KZ2329                          SUPERSEDED SURVEY CONTROL
 KZ2329
 KZ2329  NAD 83(1986)-  40 16 43.10955(N)    082 48 43.11578(W) AD(       ) 1
 KZ2329
 KZ2329.Superseded values are not recommended for survey control.
 KZ2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2329.See file dsdata.txt to determine how the superseded data were derived.
 KZ2329
 KZ2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4595760259(NAD 83)
 KZ2329_MARKER: DE = TRAVERSE STATION DISK
 KZ2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2329_SP_SET: CONCRETE POST
 KZ2329_STAMPING: DELAWARE COUNTY ENGINEER 17-0052 1991
 KZ2329_MARK LOGO: DCE   
 KZ2329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2329+STABILITY: SURFACE MOTION
 KZ2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2329+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2329
 KZ2329  HISTORY     - Date     Condition        Report By
 KZ2329  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2329
 KZ2329                          STATION DESCRIPTION
 KZ2329
 KZ2329'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2329'STATION IS LOCATED ON THE SOUTH SIDE OF CENTERBURG ROAD, 300.0 FT
 KZ2329'(91.4 M) EAST OF INTERSECTION OF CENTERBURG ROAD AND CREEK ROAD, 6.0
 KZ2329'FT (1.8 M) SOUTHEAST OF SOUTHEAST EDGE OF PAVEMENT OF CENTERBURG
 KZ2329'ROAD, 49.20 FT (15.00 M) SOUTHEAST OF A 15 IN. CATALPA TREE ON THE
 KZ2329'NORTHWEST SIDE OF SAID CENTERBURG ROAD, 29.6 FT (9.0 M) NORTHEAST OF
 KZ2329'POLE ON THE SOUTH SIDE OF SAID CENTERBURG ROAD.
 KZ2329'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2329'S.R. 37 FOR 11.51 MI (18.52 KM) TO S.R. 3. TURN LEFT ON S.R. 3 FOR
 KZ2329'1.08 MI (1.74 KM) TO NORTH OLD HIGHWAY. TURN LEFT ON NORTH OLD
 KZ2329'HIGHWAY FOR 0.75 MI (1.21 KM) TO CENTERBURG ROAD. TURN LEFT ON
 KZ2329'CENTERBURG ROAD FOR 2.07 MI (3.33 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2358 ***********************************************************************
 KZ2358  DESIGNATION -  17 0081
 KZ2358  PID         -  KZ2358
 KZ2358  STATE/COUNTY-  OH/DELAWARE
 KZ2358  USGS QUAD   -  SUNBURY (1981)
 KZ2358
 KZ2358                         *CURRENT SURVEY CONTROL
 KZ2358  ___________________________________________________________________
 KZ2358* NAD 83(1995)-  40 14 03.74318(N)    082 50 52.74742(W)     ADJUSTED  
 KZ2358* NAVD 88     -       305.5    (meters)    1002.     (feet)  GPS OBS   
 KZ2358  ___________________________________________________________________
 KZ2358  X           -     607,091.373 (meters)                     COMP
 KZ2358  Y           -  -4,838,206.486 (meters)                     COMP
 KZ2358  Z           -   4,098,062.275 (meters)                     COMP
 KZ2358  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 KZ2358  ELLIP HEIGHT-         271.53  (meters)          (10/07/05) GPS OBS
 KZ2358  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ2358
 KZ2358  HORZ ORDER  -  FIRST
 KZ2358  ELLP ORDER  -  FOURTH    CLASS I
 KZ2358
 KZ2358.The horizontal coordinates were established by GPS observations
 KZ2358.and adjusted by the National Geodetic Survey in April 1998..
 KZ2358
 KZ2358.The orthometric height was determined by GPS observations and a
 KZ2358.high-resolution geoid model.
 KZ2358
 KZ2358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2358
 KZ2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2358
 KZ2358.The ellipsoidal height was determined by GPS observations
 KZ2358.and is referenced to NAD 83.
 KZ2358
 KZ2358.The geoid height was determined by GEOID03.
 KZ2358
 KZ2358;                    North         East     Units Scale Factor Converg.
 KZ2358;SPC OH N     -    63,101.906   570,384.803   MT  1.00004406   -0 13 43.0
 KZ2358;UTM  17      - 4,455,408.730   342,792.581   MT  0.99990424   -1 11 38.0
 KZ2358
 KZ2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2358!SPC OH N     -   0.99995741  x   1.00004406  =   1.00000146
 KZ2358!UTM  17      -   0.99995741  x   0.99990424  =   0.99986165
 KZ2358
 KZ2358:                Primary Azimuth Mark                     Grid Az
 KZ2358:SPC OH N     -  17 0082                                  095 26 23.2
 KZ2358:UTM  17      -  17 0082                                  096 24 18.2
 KZ2358
 KZ2358|---------------------------------------------------------------------|
 KZ2358| PID    Reference Object                     Distance      Geod. Az  |
 KZ2358|                                                           dddmmss.s |
 KZ2358| KZ2359 17 0082                             424.564 METERS 0951240.2 |
 KZ2358|---------------------------------------------------------------------|
 KZ2358
 KZ2358                          SUPERSEDED SURVEY CONTROL
 KZ2358
 KZ2358  ELLIP H (04/01/98)  271.52   (m)                       GP(       ) 4 1
 KZ2358  NAD 83(1986)-  40 14 03.75056(N)    082 50 52.75304(W) AD(       ) 1
 KZ2358
 KZ2358.Superseded values are not recommended for survey control.
 KZ2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2358.See file dsdata.txt to determine how the superseded data were derived.
 KZ2358
 KZ2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4279355409(NAD 83)
 KZ2358_MARKER: DE = TRAVERSE STATION DISK
 KZ2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2358_SP_SET: CONCRETE POST
 KZ2358_STAMPING: DELAWARE COUNTY ENGINEER 17-0081 1991
 KZ2358_MARK LOGO: DCE   
 KZ2358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2358+STABILITY: SURFACE MOTION
 KZ2358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2358+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2358
 KZ2358  HISTORY     - Date     Condition        Report By
 KZ2358  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2358
 KZ2358                          STATION DESCRIPTION
 KZ2358
 KZ2358'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2358'STATION IS LOCATED ON THE SOUTH SIDE OF S.R. 37, 50.0 FT (15.2 M) WEST
 KZ2358'OF TRENTON TOWNSHIP LINE, 7.5 FT (2.3 M) SOUTH OF SOUTH EDGE OF
 KZ2358'PAVEMENT OF SAID S.R. 37, 49.8 FT (15.2 M) NORTHWEST OF POLE ON THE
 KZ2358'SOUTH SIDE OF SAID S.R. 37 AND 47.5 FT (14.5 M) NORTHEAST OF POLE ON
 KZ2358'THE SOUTH SIDE OF SAID S.R. 37.
 KZ2358'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2358'S.R. 37 FOR 12.76 MI (20.53 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2359 ***********************************************************************
 KZ2359  DESIGNATION -  17 0082
 KZ2359  PID         -  KZ2359
 KZ2359  STATE/COUNTY-  OH/DELAWARE
 KZ2359  USGS QUAD   -  SUNBURY (1981)
 KZ2359
 KZ2359                         *CURRENT SURVEY CONTROL
 KZ2359  ___________________________________________________________________
 KZ2359* NAD 83(1995)-  40 14 02.49259(N)    082 50 34.86160(W)     ADJUSTED  
 KZ2359* NAVD 88     -       310.9    (meters)    1020.     (feet)  GPS OBS   
 KZ2359  ___________________________________________________________________
 KZ2359  X           -     607,514.522 (meters)                     COMP
 KZ2359  Y           -  -4,838,182.622 (meters)                     COMP
 KZ2359  Z           -   4,098,036.301 (meters)                     COMP
 KZ2359  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 KZ2359  ELLIP HEIGHT-         276.91  (meters)          (10/07/05) GPS OBS
 KZ2359  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ2359
 KZ2359  HORZ ORDER  -  FIRST
 KZ2359  ELLP ORDER  -  FOURTH    CLASS I
 KZ2359
 KZ2359.The horizontal coordinates were established by GPS observations
 KZ2359.and adjusted by the National Geodetic Survey in April 1998..
 KZ2359
 KZ2359.The orthometric height was determined by GPS observations and a
 KZ2359.high-resolution geoid model.
 KZ2359
 KZ2359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2359
 KZ2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2359
 KZ2359.The ellipsoidal height was determined by GPS observations
 KZ2359.and is referenced to NAD 83.
 KZ2359
 KZ2359.The geoid height was determined by GEOID03.
 KZ2359
 KZ2359;                    North         East     Units Scale Factor Converg.
 KZ2359;SPC OH N     -    63,061.656   570,807.474   MT  1.00004415   -0 13 31.2
 KZ2359;UTM  17      - 4,455,361.371   343,214.454   MT  0.99990261   -1 11 26.4
 KZ2359
 KZ2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2359!SPC OH N     -   0.99995656  x   1.00004415  =   1.00000071
 KZ2359!UTM  17      -   0.99995656  x   0.99990261  =   0.99985918
 KZ2359
 KZ2359:                Primary Azimuth Mark                     Grid Az
 KZ2359:SPC OH N     -  17 0081                                  275 26 22.9
 KZ2359:UTM  17      -  17 0081                                  276 24 18.1
 KZ2359
 KZ2359|---------------------------------------------------------------------|
 KZ2359| PID    Reference Object                     Distance      Geod. Az  |
 KZ2359|                                                           dddmmss.s |
 KZ2359| KZ2358 17 0081                             424.564 METERS 2751251.7 |
 KZ2359|---------------------------------------------------------------------|
 KZ2359
 KZ2359                          SUPERSEDED SURVEY CONTROL
 KZ2359
 KZ2359  ELLIP H (04/01/98)  276.90   (m)                       GP(       ) 4 1
 KZ2359  NAD 83(1986)-  40 14 02.50000(N)    082 50 34.86713(W) AD(       ) 1
 KZ2359
 KZ2359.Superseded values are not recommended for survey control.
 KZ2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2359.See file dsdata.txt to determine how the superseded data were derived.
 KZ2359
 KZ2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4321455361(NAD 83)
 KZ2359_MARKER: DE = TRAVERSE STATION DISK
 KZ2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2359_SP_SET: CONCRETE POST
 KZ2359_STAMPING: DELAWARE COUNTY ENGINEER 17-0082 1991
 KZ2359_MARK LOGO: DCE   
 KZ2359_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2359+STABILITY: SURFACE MOTION
 KZ2359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2359+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2359
 KZ2359  HISTORY     - Date     Condition        Report By
 KZ2359  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2359
 KZ2359                          STATION DESCRIPTION
 KZ2359
 KZ2359'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2359'STATION IS LOCATED ON THE SOUTH SIDE OF S.R. 37, 0.25 MI (0.40 KM)
 KZ2359'EAST OF TRENTON TOWNSHIP LINE, 19.8 FT (6.0 M) SOUTH OF SOUTH EDGE OF
 KZ2359'PAVEMENT OF SAID S.R. 37, 31.5 FT (9.6 M) SOUTHEAST OF A TELEPHONE
 KZ2359'POLE ON THE SOUTH SIDE OF SAID S.R. 37 AND 114.4 FT (34.9 M)
 KZ2359'NORTHWEST OF A TELEPHONE POLE ON THE SOUTH SIDE OF SAID S.R. 37.
 KZ2359'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2359'S.R. 37 FOR 13.01 MI (20.94 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2360 ***********************************************************************
 KZ2360  DESIGNATION -  17 0083
 KZ2360  PID         -  KZ2360
 KZ2360  STATE/COUNTY-  OH/DELAWARE
 KZ2360  USGS QUAD   -  SUNBURY (1981)
 KZ2360
 KZ2360                         *CURRENT SURVEY CONTROL
 KZ2360  ___________________________________________________________________
 KZ2360* NAD 83(1995)-  40 13 04.38625(N)    082 48 08.06822(W)     ADJUSTED  
 KZ2360* NAVD 88     -       320.0    (meters)    1050.     (feet)  GPS OBS   
 KZ2360  ___________________________________________________________________
 KZ2360  X           -     611,103.480 (meters)                     COMP
 KZ2360  Y           -  -4,838,904.341 (meters)                     COMP
 KZ2360  Z           -   4,096,673.767 (meters)                     COMP
 KZ2360  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 KZ2360  ELLIP HEIGHT-         286.06  (meters)          (10/07/05) GPS OBS
 KZ2360  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ2360
 KZ2360  HORZ ORDER  -  FIRST
 KZ2360  ELLP ORDER  -  FOURTH    CLASS I
 KZ2360
 KZ2360.The horizontal coordinates were established by GPS observations
 KZ2360.and adjusted by the National Geodetic Survey in April 1998..
 KZ2360
 KZ2360.The orthometric height was determined by GPS observations and a
 KZ2360.high-resolution geoid model.
 KZ2360
 KZ2360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2360
 KZ2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2360
 KZ2360.The ellipsoidal height was determined by GPS observations
 KZ2360.and is referenced to NAD 83.
 KZ2360
 KZ2360.The geoid height was determined by GEOID03.
 KZ2360
 KZ2360;                    North         East     Units Scale Factor Converg.
 KZ2360;SPC OH N     -    61,256.505   574,271.490   MT  1.00004824   -0 11 54.8
 KZ2360;UTM  17      - 4,453,498.396   346,647.051   MT  0.99988950   -1 09 50.1
 KZ2360
 KZ2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2360!SPC OH N     -   0.99995513  x   1.00004824  =   1.00000336
 KZ2360!UTM  17      -   0.99995513  x   0.99988950  =   0.99984463
 KZ2360
 KZ2360:                Primary Azimuth Mark                     Grid Az
 KZ2360:SPC OH N     -  17 0084                                  048 50 04.7
 KZ2360:UTM  17      -  17 0084                                  049 48 00.0
 KZ2360
 KZ2360|---------------------------------------------------------------------|
 KZ2360| PID    Reference Object                     Distance      Geod. Az  |
 KZ2360|                                                           dddmmss.s |
 KZ2360| KZ2361 17 0084                             APPROX. 0.6 KM 0483809.9 |
 KZ2360|---------------------------------------------------------------------|
 KZ2360
 KZ2360                          SUPERSEDED SURVEY CONTROL
 KZ2360
 KZ2360  ELLIP H (04/01/98)  286.03   (m)                       GP(       ) 4 1
 KZ2360  NAD 83(1986)-  40 13 04.39324(N)    082 48 08.07367(W) AD(       ) 1
 KZ2360
 KZ2360.Superseded values are not recommended for survey control.
 KZ2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2360.See file dsdata.txt to determine how the superseded data were derived.
 KZ2360
 KZ2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4664753498(NAD 83)
 KZ2360_MARKER: DE = TRAVERSE STATION DISK
 KZ2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2360_SP_SET: CONCRETE POST
 KZ2360_STAMPING: DELAWARE COUNTY ENGINEER 17-0083 1991
 KZ2360_MARK LOGO: DCE   
 KZ2360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2360+STABILITY: SURFACE MOTION
 KZ2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2360+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2360
 KZ2360  HISTORY     - Date     Condition        Report By
 KZ2360  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2360
 KZ2360                          STATION DESCRIPTION
 KZ2360
 KZ2360'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2360'STATION IS LOCATED ON THE NORTHEAST CORNER OF THE INTERSECTION OF S.R.
 KZ2360'37 AND S.R. 605, 35.1 FT (10.7 M) EAST OF EAST EDGE OF PAVEMENT OF
 KZ2360'S.R. 605, 16.9 FT (5.2 M) EAST OF THE SOUTH END OF A 36 IN.
 KZ2360'CORRUGATED METAL PIPE ON THE EAST SIDE OF S.R. 605 AND 10.2 FT
 KZ2360'(3.1 M) SOUTHWESTOF SOUTH GATE POST ON THE EAST SIDE OF S.R. 605.
 KZ2360'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2360'S.R. 37 FOR 15.53 MI (24.99 KM) TO S.R. 605 TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2361 ***********************************************************************
 KZ2361  DESIGNATION -  17 0084
 KZ2361  PID         -  KZ2361
 KZ2361  STATE/COUNTY-  OH/DELAWARE
 KZ2361  USGS QUAD   -  SUNBURY (1981)
 KZ2361
 KZ2361                         *CURRENT SURVEY CONTROL
 KZ2361  ___________________________________________________________________
 KZ2361* NAD 83(1995)-  40 13 16.67629(N)    082 47 49.85890(W)     ADJUSTED  
 KZ2361* NAVD 88     -       322.7    (meters)    1059.     (feet)  GPS OBS   
 KZ2361  ___________________________________________________________________
 KZ2361  X           -     611,500.227 (meters)                     COMP
 KZ2361  Y           -  -4,838,609.548 (meters)                     COMP
 KZ2361  Z           -   4,096,964.963 (meters)                     COMP
 KZ2361  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KZ2361  ELLIP HEIGHT-         288.74  (meters)          (10/07/05) GPS OBS
 KZ2361  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ2361
 KZ2361  HORZ ORDER  -  FIRST
 KZ2361  ELLP ORDER  -  FOURTH    CLASS I
 KZ2361
 KZ2361.The horizontal coordinates were established by GPS observations
 KZ2361.and adjusted by the National Geodetic Survey in April 1998..
 KZ2361
 KZ2361.The orthometric height was determined by GPS observations and a
 KZ2361.high-resolution geoid model.
 KZ2361
 KZ2361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2361
 KZ2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2361
 KZ2361.The ellipsoidal height was determined by GPS observations
 KZ2361.and is referenced to NAD 83.
 KZ2361
 KZ2361.The geoid height was determined by GEOID03.
 KZ2361
 KZ2361;                    North         East     Units Scale Factor Converg.
 KZ2361;SPC OH N     -    61,634.117   574,703.359   MT  1.00004737   -0 11 42.8
 KZ2361;UTM  17      - 4,453,868.619   347,085.151   MT  0.99988785   -1 09 38.7
 KZ2361
 KZ2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2361!SPC OH N     -   0.99995471  x   1.00004737  =   1.00000207
 KZ2361!UTM  17      -   0.99995471  x   0.99988785  =   0.99984256
 KZ2361
 KZ2361:                Primary Azimuth Mark                     Grid Az
 KZ2361:SPC OH N     -  17 0083                                  228 50 04.4
 KZ2361:UTM  17      -  17 0083                                  229 48 00.3
 KZ2361
 KZ2361|---------------------------------------------------------------------|
 KZ2361| PID    Reference Object                     Distance      Geod. Az  |
 KZ2361|                                                           dddmmss.s |
 KZ2361| KZ2360 17 0083                             APPROX. 0.6 KM 2283821.6 |
 KZ2361|---------------------------------------------------------------------|
 KZ2361
 KZ2361                          SUPERSEDED SURVEY CONTROL
 KZ2361
 KZ2361  ELLIP H (04/01/98)  288.71   (m)                       GP(       ) 4 1
 KZ2361  NAD 83(1986)-  40 13 16.68330(N)    082 47 49.86432(W) AD(       ) 1
 KZ2361
 KZ2361.Superseded values are not recommended for survey control.
 KZ2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2361.See file dsdata.txt to determine how the superseded data were derived.
 KZ2361
 KZ2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4708553869(NAD 83)
 KZ2361_MARKER: DE = TRAVERSE STATION DISK
 KZ2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2361_SP_SET: CONCRETE POST
 KZ2361_STAMPING: DELAWARE COUNTY ENGINEER 17-0084 1991
 KZ2361_MARK LOGO: DCE   
 KZ2361_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2361+STABILITY: SURFACE MOTION
 KZ2361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2361+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2361
 KZ2361  HISTORY     - Date     Condition        Report By
 KZ2361  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2361
 KZ2361                          STATION DESCRIPTION
 KZ2361
 KZ2361'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2361'STATION IS LOCATED ON THE EAST SIDE OF S.R. 605, 0.35 MI (0.56 KM)
 KZ2361'NORTH OF THE INTERSECTION OF S.R. 605 AND S.R. 37, 30.1 FT (9.2 M)
 KZ2361'SOUTHEAST OF EAST EDGE OF PAVEMENT OF S.R. 605 AND 140.0 FT (42.7 M)
 KZ2361'SOUTHWEST OF A GUY POLE ON THE EAST SIDE OF S.R. 605.
 KZ2361'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2361'S.R. 37 FOR 15.53 MI (24.99 KM) TO S.R. 605. TURN LEFT ON S.R. 605
 KZ2361'FOR 0.35 MI (0.56 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3173 ***********************************************************************
 MB3173  DESIGNATION -  17 AP
 MB3173  PID         -  MB3173
 MB3173  STATE/COUNTY-  OH/CUYAHOGA
 MB3173  USGS QUAD   -  NORTH OLMSTED (1985)
 MB3173
 MB3173                         *CURRENT SURVEY CONTROL
 MB3173  ___________________________________________________________________
 MB3173* NAD 83(1995)-  41 28 17.21941(N)    081 52 56.64793(W)     ADJUSTED  
 MB3173* NAVD 88     -       206.3    (meters)     677.     (feet)  VERTCON   
 MB3173  ___________________________________________________________________
 MB3173  X           -     675,837.853 (meters)                     COMP
 MB3173  Y           -  -4,738,251.193 (meters)                     COMP
 MB3173  Z           -   4,201,910.749 (meters)                     COMP
 MB3173  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 MB3173  ELLIP HEIGHT-         171.93  (meters)          (10/07/05) GPS OBS
 MB3173  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 MB3173
 MB3173  HORZ ORDER  -  FIRST
 MB3173  ELLP ORDER  -  FOURTH    CLASS I
 MB3173
 MB3173.The horizontal coordinates were established by GPS observations
 MB3173.and adjusted by the National Geodetic Survey in April 1998..
 MB3173
 MB3173.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3173
 MB3173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3173
 MB3173.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3173
 MB3173.The ellipsoidal height was determined by GPS observations
 MB3173.and is referenced to NAD 83.
 MB3173
 MB3173.The geoid height was determined by GEOID03.
 MB3173
 MB3173;                    North         East     Units Scale Factor Converg.
 MB3173;SPC OH N     -   200,599.425   651,587.399   MT  0.99996392   +0 24 20.6
 MB3173;UTM  17      - 4,591,470.370   426,319.567   MT  0.99966681   -0 35 03.8
 MB3173
 MB3173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3173!SPC OH N     -   0.99997303  x   0.99996392  =   0.99993695
 MB3173!UTM  17      -   0.99997303  x   0.99966681  =   0.99963985
 MB3173
 MB3173                          SUPERSEDED SURVEY CONTROL
 MB3173
 MB3173  ELLIP H (04/01/98)  171.97   (m)                       GP(       ) 4 1
 MB3173  NAD 83(1995)-  41 28 17.22272(N)    081 52 56.64834(W) AD(       ) 1
 MB3173  NAD 83(1986)-  41 28 17.22934(N)    081 52 56.65139(W) AD(       ) 1
 MB3173  NGVD 29 (11/06/91)  206.5    (m)          677.     (f) GPS OBS        
 MB3173
 MB3173.Superseded values are not recommended for survey control.
 MB3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3173.See file dsdata.txt to determine how the superseded data were derived.
 MB3173
 MB3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2632091470(NAD 83)
 MB3173_MARKER: I = METAL ROD
 MB3173_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3173_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3173_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3173+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1990
 MB3173
 MB3173  HISTORY     - Date     Condition        Report By
 MB3173  HISTORY     - UNK      MONUMENTED
 MB3173  HISTORY     - 19900325 GOOD             AEROS
 MB3173
 MB3173                          STATION DESCRIPTION
 MB3173
 MB3173'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3173'STATION IS LOCATED IN THE CITY OF WESTLAKE AT THE INTERSECTION OF
 MB3173'CLAGUE ROAD AND DETROIT ROAD.
 MB3173'TO REACH FROM THE JUNCTION OF INTERSTATE 90 AND CLAGUE ROAD, GO SOUTH
 MB3173'FOR .48 KM (0.30 MI) TO ITS INTERSECTION WITH DETROIT ROAD AND THE
 MB3173'STATION.
 MB3173'STATION IS A 1.5 CM DIAMETER IRON ROD RECESSED 17.5 CM BELOW THE ROAD
 MB3173'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3173'CENTERLINE--CENTERLINE OF THE INTERSECTION, 7.01 M (23.0 FT) SOUTHWEST
 MB3173'OF A MANHOLE, 4.1 M (13.5 FT) NORTHWEST OF A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3174 ***********************************************************************
 MB3174  DESIGNATION -  17 AZ
 MB3174  PID         -  MB3174
 MB3174  STATE/COUNTY-  OH/CUYAHOGA
 MB3174  USGS QUAD   -  LAKEWOOD (1985)
 MB3174
 MB3174                         *CURRENT SURVEY CONTROL
 MB3174  ___________________________________________________________________
 MB3174* NAD 83(1995)-  41 25 27.16221(N)    081 51 52.75931(W)     ADJUSTED  
 MB3174* NAVD 88     -       230.9    (meters)     758.     (feet)  VERTCON   
 MB3174  ___________________________________________________________________
 MB3174  X           -     677,799.528 (meters)                     COMP
 MB3174  Y           -  -4,741,497.914 (meters)                     COMP
 MB3174  Z           -   4,197,994.531 (meters)                     COMP
 MB3174  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 MB3174  ELLIP HEIGHT-         196.66  (meters)          (10/07/05) GPS OBS
 MB3174  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 MB3174
 MB3174  HORZ ORDER  -  FIRST
 MB3174  ELLP ORDER  -  FOURTH    CLASS I
 MB3174
 MB3174.This mark is at Cleveland-Hopkins Intl Airport (CLE)
 MB3174
 MB3174.The horizontal coordinates were established by GPS observations
 MB3174.and adjusted by the National Geodetic Survey in April 1998..
 MB3174
 MB3174.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3174
 MB3174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3174
 MB3174.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3174
 MB3174.The ellipsoidal height was determined by GPS observations
 MB3174.and is referenced to NAD 83.
 MB3174
 MB3174.The geoid height was determined by GEOID03.
 MB3174
 MB3174;                    North         East     Units Scale Factor Converg.
 MB3174;SPC OH N     -   195,364.030   653,107.968   MT  0.99995846   +0 25 02.6
 MB3174;UTM  17      - 4,586,211.044   427,749.048   MT  0.99966424   -0 34 19.6
 MB3174
 MB3174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3174!SPC OH N     -   0.99996915  x   0.99995846  =   0.99992762
 MB3174!UTM  17      -   0.99996915  x   0.99966424  =   0.99963340
 MB3174
 MB3174                          SUPERSEDED SURVEY CONTROL
 MB3174
 MB3174  ELLIP H (04/01/98)  196.69   (m)                       GP(       ) 4 1
 MB3174  NAD 83(1995)-  41 25 27.16772(N)    081 51 52.76032(W) AD(       ) 1
 MB3174  NAD 83(1986)-  41 25 27.17213(N)    081 51 52.76346(W) AD(       ) 1
 MB3174  NGVD 29 (11/06/91)  231.1    (m)          758.     (f) GPS OBS        
 MB3174
 MB3174.Superseded values are not recommended for survey control.
 MB3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3174.See file dsdata.txt to determine how the superseded data were derived.
 MB3174
 MB3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2774986211(NAD 83)
 MB3174_MARKER: I = METAL ROD
 MB3174_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3174_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3174_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3174+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 MB3174
 MB3174  HISTORY     - Date     Condition        Report By
 MB3174  HISTORY     - UNK      MONUMENTED
 MB3174  HISTORY     - 19900323 GOOD             AEROS
 MB3174  HISTORY     - 20060625 GOOD             GEOCAC
 MB3174
 MB3174                          STATION DESCRIPTION
 MB3174
 MB3174'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3174'STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF HOPKINS
 MB3174'INTERNATIONAL AIRPORT.  AT THE INTERSECTION OF WEST 220TH STREET AND
 MB3174'MASTICK ROAD.
 MB3174'TO REACH FROM THE JUNCTION OF INTERSTATE 480 WEST AND GRAYTON ROAD, GO
 MB3174'SOUTH FOR .66 KM (0.40 MI) ON GRAYTON ROAD TO BROOKPARK ROAD.  TURN
 MB3174'RIGHT AND GO WEST FOR 1.9 KM (1.20 MI) ON BROOKPARK ROAD TO WEST 220TH
 MB3174'STREET.  TURN RIGHT AND GO NORTH FOR .32 KM (0.20 MI) ON WEST 220TH
 MB3174'STREET TO ITS INTERSECTION WITH MASTICK ROAD AND THE STATION.
 MB3174'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 20 CM BELOW THE ROAD
 MB3174'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX. LOCATED AT THE
 MB3174'CENTERLINE-CENTERLINE OF THE INTERSECTION, 7.6 M (24.9 FT) SOUTHEAST
 MB3174'OF A MANHOLE, 7.37 M (24.2 FT) SOUTH OF A MANHOLE, 11.43 M (37.5 FT)
 MB3174'NORTHWEST OF POWER POLE 693687.
 MB3174
 MB3174                          STATION RECOVERY (2006)
 MB3174
 MB3174'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB3174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2912 ***********************************************************************
 KY2912  DESIGNATION -  17 RHP
 KY2912  PID         -  KY2912
 KY2912  STATE/COUNTY-  OH/STARK
 KY2912  USGS QUAD   -  NORTH CANTON (1994)
 KY2912
 KY2912                         *CURRENT SURVEY CONTROL
 KY2912  ___________________________________________________________________
 KY2912* NAD 83(1986)-  40 52 43.     (N)    081 28 45.     (W)     SCALED    
 KY2912* NAVD 88     -       350.970  (meters)    1151.47   (feet)  ADJUSTED  
 KY2912  ___________________________________________________________________
 KY2912  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KY2912  DYNAMIC HT  -         350.810 (meters)    1150.95  (feet)  COMP
 KY2912  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 KY2912
 KY2912  VERT ORDER  -  FIRST     CLASS II
 KY2912
 KY2912.The horizontal coordinates were scaled from a topographic map and have
 KY2912.an estimated accuracy of +/- 6 seconds.
 KY2912
 KY2912.The orthometric height was determined by differential leveling
 KY2912.and adjusted by the National Geodetic Survey in June 1991..
 KY2912
 KY2912.The geoid height was determined by GEOID03.
 KY2912
 KY2912.The dynamic height is computed by dividing the NAVD 88
 KY2912.geopotential number by the normal gravity value computed on the
 KY2912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2912.degrees latitude (g = 980.6199 gals.).
 KY2912
 KY2912.The modeled gravity was interpolated from observed gravity values.
 KY2912
 KY2912;                    North         East    Units  Estimated Accuracy
 KY2912;SPC OH N     -   135,090.      686,040.      MT  (+/- 180 meters Scaled)
 KY2912
 KY2912                          SUPERSEDED SURVEY CONTROL
 KY2912
 KY2912  NGVD 29 (06/03/92)  351.160  (m)         1152.10   (f) ADJUSTED    1 2
 KY2912
 KY2912.Superseded values are not recommended for survey control.
 KY2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2912.See file dsdata.txt to determine how the superseded data were derived.
 KY2912
 KY2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF596253(NAD 83)
 KY2912_MARKER: DD = SURVEY DISK
 KY2912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2912_SP_SET: CONCRETE POST
 KY2912_STAMPING: 17 RHP 1152 1956
 KY2912_MARK LOGO: USGS  
 KY2912_PROJECTION: PROJECTING 6 CENTIMETERS
 KY2912_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY2912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2912+STABILITY: SURFACE MOTION
 KY2912
 KY2912  HISTORY     - Date     Condition        Report By
 KY2912  HISTORY     - 1956     MONUMENTED       USGS
 KY2912  HISTORY     - 1983     GOOD             NGS
 KY2912  HISTORY     - 19890101 GOOD             OHDT
 KY2912  HISTORY     - 19991030 GOOD             USPSQD
 KY2912  HISTORY     - 20060122 MARK NOT FOUND   USPSQD
 KY2912
 KY2912                          STATION DESCRIPTION
 KY2912
 KY2912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2912'6.6 KM (4.1 MI) SOUTH FROM GREENSBURG.
 KY2912'6.6 KM (4.1 MI) SOUTH ALONG STATE HIGHWAY 241 FROM THE POST OFFICE IN
 KY2912'GREENSBURG TO THE INTERSECTION OF PORTAGE STREET NORTHWEST AND THE
 KY2912'MARK ON THE LEFT, ON THE WEST SIDE OF A SIGN (LAST RESORT LOUNGE),
 KY2912'10.82 METERS (35.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 KY2912'12.65 METERS (41.5 FT) SOUTH OF THE CENTERLINE OF PORTAGE STREET,
 KY2912'1.22 METERS (4.0 FT) WEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE
 KY2912'OF THE SIGN.
 KY2912'THE MARK IS 0.15 METERS  W FROM A WITNESS POST.
 KY2912'THE MARK IS 0.61 M ABOVE HIGHWAY.
 KY2912
 KY2912                          STATION RECOVERY (1989)
 KY2912
 KY2912'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989 (KM)
 KY2912'RECOVERED IN GOOD CONDITION.
 KY2912
 KY2912                          STATION RECOVERY (1999)
 KY2912
 KY2912'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY2912'RECOVERED IN GOOD CONDITION.
 KY2912
 KY2912                          STATION RECOVERY (2006)
 KY2912
 KY2912'RECOVERY NOTE BY US POWER SQUADRON 2006
 KY2912'PRESUMED DESTROYED WITH THE ROAD IMPROVEMENT AND WIDENING OF THE
 KY2912'INTERSECTION.  THE LAST RESORT LOUNGE HAS BEEN RAZED AND A MEDICAL
 KY2912'OFFICE BUILDING ERECTED ON THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1404 ***********************************************************************
 JZ1404  DESIGNATION -  170
 JZ1404  PID         -  JZ1404
 JZ1404  STATE/COUNTY-  OH/DARKE
 JZ1404  USGS QUAD   -  NEW MADISON (1984)
 JZ1404
 JZ1404                         *CURRENT SURVEY CONTROL
 JZ1404  ___________________________________________________________________
 JZ1404* NAD 83(1986)-  39 57 04.     (N)    084 38 27.     (W)     SCALED    
 JZ1404* NAVD 88     -       329.84   (+/-2cm)    1082.2    (feet)  VERTCON   
 JZ1404  ___________________________________________________________________
 JZ1404  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JZ1404
 JZ1404  VERT ORDER  -  ? (See Below)
 JZ1404
 JZ1404.The horizontal coordinates were scaled from a topographic map and have
 JZ1404.an estimated accuracy of +/- 6 seconds.
 JZ1404
 JZ1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1404.The vertical order pertains to the NGVD 29 superseded value.
 JZ1404
 JZ1404.The geoid height was determined by GEOID03.
 JZ1404
 JZ1404;                    North         East    Units  Estimated Accuracy
 JZ1404;SPC OH S     -   218,770.      417,080.      MT  (+/- 180 meters Scaled)
 JZ1404
 JZ1404                          SUPERSEDED SURVEY CONTROL
 JZ1404
 JZ1404  NGVD 29 (??/??/92)  329.989  (m)         1082.64   (f) ADJ UNCH    ?  
 JZ1404
 JZ1404.Superseded values are not recommended for survey control.
 JZ1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1404.See file dsdata.txt to determine how the superseded data were derived.
 JZ1404
 JZ1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK015249(NAD 83)
 JZ1404_MARKER: B = BOLT
 JZ1404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1404_SP_SET: BRIDGE
 JZ1404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1404
 JZ1404  HISTORY     - Date     Condition        Report By
 JZ1404  HISTORY     - UNK      MONUMENTED       CNWRR
 JZ1404  HISTORY     - 1934     GOOD             NGS
 JZ1404
 JZ1404                          STATION DESCRIPTION
 JZ1404
 JZ1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JZ1404'3.1 MI N FROM WEST MANCHESTER.
 JZ1404'IN DARKE COUNTY, 3.1 MILES NORTH ALONG THE CINCINNATI NORTHERN
 JZ1404'RAILROAD FROM THE STATION AT WEST MANCHESTER, PREBLE COUNTY, AT
 JZ1404'POLE 170+25, AT THE THIRD CONCRETE BRIDGE NORTH OF THE CASTINE
 JZ1404'STATION, IN THE TOP OF THE NORTH-EAST CORNER, AND LEVEL WITH THE
 JZ1404'TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1232 ***********************************************************************
 JY1232  DESIGNATION -  170 SC
 JY1232  PID         -  JY1232
 JY1232  STATE/COUNTY-  OH/ROSS
 JY1232  USGS QUAD   -  CHILLICOTHE WEST (1981)
 JY1232
 JY1232                         *CURRENT SURVEY CONTROL
 JY1232  ___________________________________________________________________
 JY1232* NAD 83(1986)-  39 20 04.     (N)    083 00 39.     (W)     SCALED    
 JY1232* NAVD 88     -       217.005  (meters)     711.96   (feet)  ADJUSTED  
 JY1232  ___________________________________________________________________
 JY1232  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JY1232  DYNAMIC HT  -         216.872 (meters)     711.52  (feet)  COMP
 JY1232  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 JY1232
 JY1232  VERT ORDER  -  FIRST     CLASS II
 JY1232
 JY1232.The horizontal coordinates were scaled from a topographic map and have
 JY1232.an estimated accuracy of +/- 6 seconds.
 JY1232
 JY1232.The orthometric height was determined by differential leveling
 JY1232.and adjusted by the National Geodetic Survey in June 1991..
 JY1232
 JY1232.The geoid height was determined by GEOID03.
 JY1232
 JY1232.The dynamic height is computed by dividing the NAVD 88
 JY1232.geopotential number by the normal gravity value computed on the
 JY1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1232.degrees latitude (g = 980.6199 gals.).
 JY1232
 JY1232.The modeled gravity was interpolated from observed gravity values.
 JY1232
 JY1232;                    North         East    Units  Estimated Accuracy
 JY1232;SPC OH S     -   148,270.      555,960.      MT  (+/- 180 meters Scaled)
 JY1232
 JY1232                          SUPERSEDED SURVEY CONTROL
 JY1232
 JY1232  NGVD 29 (06/03/91)  217.173  (m)          712.51   (f) ADJUSTED    1 2
 JY1232
 JY1232.Superseded values are not recommended for survey control.
 JY1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1232.See file dsdata.txt to determine how the superseded data were derived.
 JY1232
 JY1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD266558(NAD 83)
 JY1232_MARKER: DD = SURVEY DISK
 JY1232_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JY1232+WITH SETTING: PAVEMENT
 JY1232_SP_SET: CONCRETE RAMP
 JY1232_STAMPING: 170 SC 1959 712
 JY1232_MARK LOGO: USGS  
 JY1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1232+STABILITY: SURFACE MOTION
 JY1232
 JY1232  HISTORY     - Date     Condition        Report By
 JY1232  HISTORY     - 1959     MONUMENTED       USGS
 JY1232  HISTORY     - 1984     GOOD             NGS
 JY1232
 JY1232                          STATION DESCRIPTION
 JY1232
 JY1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1232'2.8 KM (1.75 MI) WEST FROM CHILLICOTHE.
 JY1232'2.7 KM (1.65 MI) WEST ALONG U.S. HIGHWAY 50 (WEST MAIN STREET) FROM
 JY1232'THE COUNTY COURTHOUSE IN CHILLICOTHE TO THE JUNCTION OF A PRIVATE
 JY1232'DRIVE LEADING NORTH ON THE WEST SIDE OF TWO SMALL PONDS WITH
 JY1232'FOUNTAINS, THENCE 0.2 KM (0.1 MI) NORTH ALONG THE DRIVE BETWEEN TWO
 JY1232'ROCK COLUMNS AND ACROSS BRIDGE TO THE MARK ON THE RIGHT, AT THE
 JY1232'NORTHEAST CORNER OF A BRICK WELL HOUSE, 0.52 METER (1.7 FT)
 JY1232'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE WELL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3128 ***********************************************************************
 MB3128  DESIGNATION -  1704
 MB3128  PID         -  MB3128
 MB3128  STATE/COUNTY-  OH/GEAUGA
 MB3128  USGS QUAD   -  CHESTERLAND (1994)
 MB3128
 MB3128                         *CURRENT SURVEY CONTROL
 MB3128  ___________________________________________________________________
 MB3128* NAD 83(1995)-  41 31 22.75232(N)    081 20 38.20730(W)     ADJUSTED  
 MB3128* NAVD 88     -       362.5    (meters)    1189.     (feet)  VERTCON   
 MB3128  ___________________________________________________________________
 MB3128  X           -     719,783.452 (meters)                     COMP
 MB3128  Y           -  -4,728,057.097 (meters)                     COMP
 MB3128  Z           -   4,206,301.783 (meters)                     COMP
 MB3128  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 MB3128  ELLIP HEIGHT-         328.52  (meters)          (10/07/05) GPS OBS
 MB3128  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MB3128
 MB3128  HORZ ORDER  -  FIRST
 MB3128  ELLP ORDER  -  FOURTH    CLASS I
 MB3128
 MB3128.The horizontal coordinates were established by GPS observations
 MB3128.and adjusted by the National Geodetic Survey in April 1998..
 MB3128
 MB3128.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3128
 MB3128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3128
 MB3128.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3128
 MB3128.The ellipsoidal height was determined by GPS observations
 MB3128.and is referenced to NAD 83.
 MB3128
 MB3128.The geoid height was determined by GEOID03.
 MB3128
 MB3128;                    North         East     Units Scale Factor Converg.
 MB3128;SPC OH N     -   206,779.939   696,486.244   MT  0.99997066   +0 45 34.1
 MB3128;UTM  17      - 4,596,873.297   471,303.407   MT  0.99961013   -0 13 40.8
 MB3128
 MB3128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3128!SPC OH N     -   0.99994847  x   0.99997066  =   0.99991914
 MB3128!UTM  17      -   0.99994847  x   0.99961013  =   0.99955862
 MB3128
 MB3128                          SUPERSEDED SURVEY CONTROL
 MB3128
 MB3128  ELLIP H (04/01/98)  328.57   (m)                       GP(       ) 4 1
 MB3128  NAD 83(1986)-  41 31 22.76273(N)    081 20 38.20634(W) AD(       ) 1
 MB3128  NGVD 29 (12/02/91)  362.7    (m)         1190.     (f) GPS OBS        
 MB3128
 MB3128.Superseded values are not recommended for survey control.
 MB3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3128.See file dsdata.txt to determine how the superseded data were derived.
 MB3128
 MB3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7130396873(NAD 83)
 MB3128_MARKER: DE = TRAVERSE STATION DISK
 MB3128_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3128_SP_SET: CONCRETE MONUMENT
 MB3128_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1704
 MB3128_MARK LOGO: OH-055
 MB3128_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3128+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3128
 MB3128  HISTORY     - Date     Condition        Report By
 MB3128  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3128
 MB3128                          STATION DESCRIPTION
 MB3128
 MB3128'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3128'THE STATION IS LOCATED APPROXIMATELY 9.5 WEST OF THE CENTERLINE OF
 MB3128'WOODSIDE DRIVE AND IS APPROXIMATELY 280.3 FEET NORTH OF THE
 MB3128'CENTERLINE OF MAYFIELD ROAD. THE STATION CONSISTS OF A TWO AND
 MB3128'ONE-HALF INCH BRASS DISK SET INTO A CONCRETE MONUMENT AND IS STAMPED
 MB3128'1704. TO REACH FROM THE CHARDON POST OFFICE PROCEED WEST ON CENTER
 MB3128'STREET FOR .22  MILES TO CHERRY AVENUE. TURN LEFT ON CHERRY AVENUE
 MB3128'AND PROCEED SOUTH FOR .17 MILES TO WATER STREET OR CHARDON ROAD. TURN
 MB3128'RIGHT ON CHARDON ROAD AND PROCEED WEST FOR 1.56 MILES TO AUBURN ROAD.
 MB3128'TURN LEFT ON AUBURN ROAD AND PROCEED SOUTH FOR 3.43 MILES TO MAYFIELD
 MB3128'ROAD. TURN RIGHT ON MAYFIELD ROAD AND PROCEED WEST FOR 7.44 MILES TO
 MB3128'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3129 ***********************************************************************
 MB3129  DESIGNATION -  1708
 MB3129  PID         -  MB3129
 MB3129  STATE/COUNTY-  OH/GEAUGA
 MB3129  USGS QUAD   -  THOMPSON (1994)
 MB3129
 MB3129                         *CURRENT SURVEY CONTROL
 MB3129  ___________________________________________________________________
 MB3129* NAD 83(1995)-  41 41 14.02275(N)    081 06 07.59101(W)     ADJUSTED  
 MB3129* NAVD 88     -       320.8    (meters)    1052.     (feet)  VERTCON   
 MB3129  ___________________________________________________________________
 MB3129  X           -     737,855.084 (meters)                     COMP
 MB3129  Y           -  -4,712,978.799 (meters)                     COMP
 MB3129  Z           -   4,219,914.569 (meters)                     COMP
 MB3129  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 MB3129  ELLIP HEIGHT-         286.60  (meters)          (10/07/05) GPS OBS
 MB3129  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 MB3129
 MB3129  HORZ ORDER  -  FIRST
 MB3129  ELLP ORDER  -  FOURTH    CLASS I
 MB3129
 MB3129.The horizontal coordinates were established by GPS observations
 MB3129.and adjusted by the National Geodetic Survey in April 1998..
 MB3129
 MB3129.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3129
 MB3129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3129
 MB3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3129
 MB3129.The ellipsoidal height was determined by GPS observations
 MB3129.and is referenced to NAD 83.
 MB3129
 MB3129.The geoid height was determined by GEOID03.
 MB3129
 MB3129;                    North         East     Units Scale Factor Converg.
 MB3129;SPC OH N     -   225,314.439   716,376.512   MT  0.99999756   +0 55 06.0
 MB3129;UTM  17      - 4,615,055.553   491,502.323   MT  0.99960089   -0 04 04.5
 MB3129
 MB3129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3129!SPC OH N     -   0.99995505  x   0.99999756  =   0.99995261
 MB3129!UTM  17      -   0.99995505  x   0.99960089  =   0.99955596
 MB3129
 MB3129                          SUPERSEDED SURVEY CONTROL
 MB3129
 MB3129  ELLIP H (04/01/98)  286.65   (m)                       GP(       ) 4 1
 MB3129  NAD 83(1986)-  41 41 14.03286(N)    081 06 07.58897(W) AD(       ) 1
 MB3129  NGVD 29 (12/02/91)  321.0    (m)         1053.     (f) GPS OBS        
 MB3129
 MB3129.Superseded values are not recommended for survey control.
 MB3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3129.See file dsdata.txt to determine how the superseded data were derived.
 MB3129
 MB3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9150215056(NAD 83)
 MB3129_MARKER: DE = TRAVERSE STATION DISK
 MB3129_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3129_SP_SET: CONCRETE MONUMENT
 MB3129_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1708
 MB3129_MARK LOGO: OH-055
 MB3129_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3129+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3129
 MB3129  HISTORY     - Date     Condition        Report By
 MB3129  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3129  HISTORY     - 20060313 POOR             GEOCAC
 MB3129
 MB3129                          STATION DESCRIPTION
 MB3129
 MB3129'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3129'STATION IS LOCATED APPROXIMATELY 150 FEET NORTH OF THE CENTERLINE OF
 MB3129'LEROY ROAD AND IS APPROXIMATELY 11 FEET EAST OF THE COUNTY LINE SIGN.
 MB3129'THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK SET INTO A
 MB3129'CONCRETE MONUMENT AND IS STAMPED 1708. TO REACH THE STATION FROM
 MB3129'CHARDON POST OFFICE PROCEED EAST ON CENTER STREET FOR .19 MILES TO
 MB3129'THE HAMBDEN TOWNSHIP LINE. PROCEED EAST ON U.S. ROUTE 6 FOR 7.16
 MB3129'MILES TO STATE ROUTE 528. TURN LEFT ON STATE ROUTE 528 AND PROCEED
 MB3129'NORTH FOR 5.89 MILES TO THOMPSON ROAD. TURN LEFT ON THOMPSON ROAD AND
 MB3129'PROCEED EAST FOR 2.40 MILES TO LEROY ROAD. TURN RIGHT ON LEROY ROAD
 MB3129'AND PROCEED EAST FOR .24 MILES TO THE MARK.
 MB3129
 MB3129                          STATION RECOVERY (2006)
 MB3129
 MB3129'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB3129'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1405 ***********************************************************************
 JZ1405  DESIGNATION -  171
 JZ1405  PID         -  JZ1405
 JZ1405  STATE/COUNTY-  OH/DARKE
 JZ1405  USGS QUAD   -  NEW MADISON (1984)
 JZ1405
 JZ1405                         *CURRENT SURVEY CONTROL
 JZ1405  ___________________________________________________________________
 JZ1405* NAD 83(1986)-  39 56 20.     (N)    084 37 49.     (W)     SCALED    
 JZ1405* NAVD 88     -       328.58   (+/-2cm)    1078.0    (feet)  VERTCON   
 JZ1405  ___________________________________________________________________
 JZ1405  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JZ1405
 JZ1405  VERT ORDER  -  ? (See Below)
 JZ1405
 JZ1405.The horizontal coordinates were scaled from a topographic map and have
 JZ1405.an estimated accuracy of +/- 6 seconds.
 JZ1405
 JZ1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1405.The vertical order pertains to the NGVD 29 superseded value.
 JZ1405
 JZ1405.The geoid height was determined by GEOID03.
 JZ1405
 JZ1405;                    North         East    Units  Estimated Accuracy
 JZ1405;SPC OH S     -   217,400.      417,950.      MT  (+/- 180 meters Scaled)
 JZ1405
 JZ1405                          SUPERSEDED SURVEY CONTROL
 JZ1405
 JZ1405  NGVD 29 (??/??/92)  328.730  (m)         1078.51   (f) ADJ UNCH    ?  
 JZ1405
 JZ1405.Superseded values are not recommended for survey control.
 JZ1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1405.See file dsdata.txt to determine how the superseded data were derived.
 JZ1405
 JZ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK024236(NAD 83)
 JZ1405_MARKER: B = BOLT
 JZ1405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1405_SP_SET: BRIDGE
 JZ1405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1405
 JZ1405  HISTORY     - Date     Condition        Report By
 JZ1405  HISTORY     - UNK      MONUMENTED       CNWRR
 JZ1405  HISTORY     - 1934     GOOD             NGS
 JZ1405
 JZ1405                          STATION DESCRIPTION
 JZ1405
 JZ1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JZ1405'2.6 MI N FROM WEST MANCHESTER.
 JZ1405'IN DARKE COUNTY, 2.6 MILES NORTH ALONG THE CINCINNATI NORTHERN
 JZ1405'RAILROAD FROM THE STATION AT WEST MANCHESTER, PREBLE COUNTY, AT
 JZ1405'POLE 171+03, AT THE SECOND CONCRETE RAILROAD BRIDGE NORTH OF THE
 JZ1405'CASTINE STATION, IN THE TOP OF THE NORTHEAST CORNER, AND LEVEL
 JZ1405'WITH THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3130 ***********************************************************************
 MB3130  DESIGNATION -  1713
 MB3130  PID         -  MB3130
 MB3130  STATE/COUNTY-  OH/GEAUGA
 MB3130  USGS QUAD   -  CHESTERLAND (1994)
 MB3130
 MB3130                         *CURRENT SURVEY CONTROL
 MB3130  ___________________________________________________________________
 MB3130* NAD 83(1995)-  41 32 44.64422(N)    081 17 24.70557(W)     ADJUSTED  
 MB3130* NAVD 88     -       321.7    (meters)    1055.     (feet)  VERTCON   
 MB3130  ___________________________________________________________________
 MB3130  X           -     723,960.323 (meters)                     COMP
 MB3130  Y           -  -4,725,693.639 (meters)                     COMP
 MB3130  Z           -   4,208,166.058 (meters)                     COMP
 MB3130  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 MB3130  ELLIP HEIGHT-         287.77  (meters)          (10/07/05) GPS OBS
 MB3130  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MB3130
 MB3130  HORZ ORDER  -  FIRST
 MB3130  ELLP ORDER  -  FOURTH    CLASS I
 MB3130
 MB3130.The horizontal coordinates were established by GPS observations
 MB3130.and adjusted by the National Geodetic Survey in April 1998..
 MB3130
 MB3130.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3130
 MB3130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3130
 MB3130.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3130
 MB3130.The ellipsoidal height was determined by GPS observations
 MB3130.and is referenced to NAD 83.
 MB3130
 MB3130.The geoid height was determined by GEOID03.
 MB3130
 MB3130;                    North         East     Units Scale Factor Converg.
 MB3130;SPC OH N     -   209,366.934   700,937.027   MT  0.99997390   +0 47 41.2
 MB3130;UTM  17      - 4,599,382.300   475,796.474   MT  0.99960721   -0 11 32.9
 MB3130
 MB3130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3130!SPC OH N     -   0.99995487  x   0.99997390  =   0.99992877
 MB3130!UTM  17      -   0.99995487  x   0.99960721  =   0.99956209
 MB3130
 MB3130                          SUPERSEDED SURVEY CONTROL
 MB3130
 MB3130  ELLIP H (04/01/98)  287.82   (m)                       GP(       ) 4 1
 MB3130  NAD 83(1986)-  41 32 44.65449(N)    081 17 24.70443(W) AD(       ) 1
 MB3130  NGVD 29 (12/02/91)  321.9    (m)         1056.     (f) GPS OBS        
 MB3130
 MB3130.Superseded values are not recommended for survey control.
 MB3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3130.See file dsdata.txt to determine how the superseded data were derived.
 MB3130
 MB3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7579699382(NAD 83)
 MB3130_MARKER: DE = TRAVERSE STATION DISK
 MB3130_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3130_SP_SET: CONCRETE MONUMENT
 MB3130_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1713
 MB3130_MARK LOGO: OH-055
 MB3130_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3130+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3130
 MB3130  HISTORY     - Date     Condition        Report By
 MB3130  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3130
 MB3130                          STATION DESCRIPTION
 MB3130
 MB3130'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3130'THE STATION IS LOCATED APPROXIMATELY 12.3 FEET SOUTH OF THE CENTERLINE
 MB3130'OF WILSON MILLS ROAD AND IS APPROXIMATELY 71 FEET EAST OF THE
 MB3130'POWERPOLE. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK
 MB3130'SET INTO A CONCRETE MONUMENT AND IS STAMPED 1713. TO REACHT HE
 MB3130'STATION FROM THE CHARDON POST OFFICE PROCEED WEST FOR .22 MILES TO
 MB3130'CHERRY AVENUE. TURN RIGHT ON CHERRY AVENUEAND PROCEED SOUTH FOR .17
 MB3130'MILES TO WATER STREET. TURN RIGHT ON WATER STREET OR CHARDON ROAD AND
 MB3130'PROCEED WEST FOR 1.56 MILES TO AUBURN ROAD.TURN LEFT ON AUBURN ROAD
 MB3130'AND PROCEED SOUTH FOR 1.85 MILES TO WILSON MILLS ROAD. TURN RIGHT ON
 MB3130'WILSON MILLS ROAD AND PROCEED WEST 2.61 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1406 ***********************************************************************
 JZ1406  DESIGNATION -  172
 JZ1406  PID         -  JZ1406
 JZ1406  STATE/COUNTY-  OH/DARKE
 JZ1406  USGS QUAD   -  NEW MADISON (1984)
 JZ1406
 JZ1406                         *CURRENT SURVEY CONTROL
 JZ1406  ___________________________________________________________________
 JZ1406* NAD 83(1986)-  39 56 11.     (N)    084 37 41.     (W)     SCALED    
 JZ1406* NAVD 88     -       328.64   (+/-2cm)    1078.2    (feet)  VERTCON   
 JZ1406  ___________________________________________________________________
 JZ1406  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JZ1406
 JZ1406  VERT ORDER  -  ? (See Below)
 JZ1406
 JZ1406.The horizontal coordinates were scaled from a topographic map and have
 JZ1406.an estimated accuracy of +/- 6 seconds.
 JZ1406
 JZ1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1406.The vertical order pertains to the NGVD 29 superseded value.
 JZ1406
 JZ1406.The geoid height was determined by GEOID03.
 JZ1406
 JZ1406;                    North         East    Units  Estimated Accuracy
 JZ1406;SPC OH S     -   217,110.      418,130.      MT  (+/- 180 meters Scaled)
 JZ1406
 JZ1406                          SUPERSEDED SURVEY CONTROL
 JZ1406
 JZ1406  NGVD 29 (??/??/92)  328.790  (m)         1078.71   (f) ADJ UNCH    ?  
 JZ1406
 JZ1406.Superseded values are not recommended for survey control.
 JZ1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1406.See file dsdata.txt to determine how the superseded data were derived.
 JZ1406
 JZ1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK026233(NAD 83)
 JZ1406_MARKER: B = BOLT
 JZ1406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1406_SP_SET: BRIDGE
 JZ1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1406
 JZ1406  HISTORY     - Date     Condition        Report By
 JZ1406  HISTORY     - UNK      MONUMENTED       CNWRR
 JZ1406  HISTORY     - 1934     GOOD             NGS
 JZ1406
 JZ1406                          STATION DESCRIPTION
 JZ1406
 JZ1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JZ1406'2.4 MI N FROM WEST MANCHESTER.
 JZ1406'IN DARKE COUNTY, 2.4 MILES NORTH ALONG THE CINCINNATI NORTHERN
 JZ1406'RAILROAD FROM THE STATION AT WEST MANCHESTER, PREBLE COUNTY, AT
 JZ1406'POLE 171/11, AT THE NORTHEAST CORNER OF A RAILROAD BRIDGE, IN
 JZ1406'THE TOP OF THE CONCRETE BACK WALL, 10.4 FEET EAST OF THE EAST
 JZ1406'RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3131 ***********************************************************************
 MB3131  DESIGNATION -  1731
 MB3131  PID         -  MB3131
 MB3131  STATE/COUNTY-  OH/GEAUGA
 MB3131  USGS QUAD   -  THOMPSON (1994)
 MB3131
 MB3131                         *CURRENT SURVEY CONTROL
 MB3131  ___________________________________________________________________
 MB3131* NAD 83(1995)-  41 38 11.88056(N)    081 00 44.26510(W)     ADJUSTED  
 MB3131* NAVD 88     -       343.0    (meters)    1125.     (feet)  VERTCON   
 MB3131  ___________________________________________________________________
 MB3131  X           -     745,828.090 (meters)                     COMP
 MB3131  Y           -  -4,715,522.596 (meters)                     COMP
 MB3131  Z           -   4,215,731.041 (meters)                     COMP
 MB3131  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 MB3131  ELLIP HEIGHT-         308.91  (meters)          (10/07/05) GPS OBS
 MB3131  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MB3131
 MB3131  HORZ ORDER  -  FIRST
 MB3131  ELLP ORDER  -  FOURTH    CLASS I
 MB3131
 MB3131.The horizontal coordinates were established by GPS observations
 MB3131.and adjusted by the National Geodetic Survey in April 1998..
 MB3131
 MB3131.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3131
 MB3131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3131
 MB3131.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3131
 MB3131.The ellipsoidal height was determined by GPS observations
 MB3131.and is referenced to NAD 83.
 MB3131
 MB3131.The geoid height was determined by GEOID03.
 MB3131
 MB3131;                    North         East     Units Scale Factor Converg.
 MB3131;SPC OH N     -   219,819.562   723,948.703   MT  0.99998840   +0 58 38.5
 MB3131;UTM  17      - 4,609,433.411   498,975.913   MT  0.99960001   -0 00 29.4
 MB3131
 MB3131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3131!SPC OH N     -   0.99995155  x   0.99998840  =   0.99993995
 MB3131!UTM  17      -   0.99995155  x   0.99960001  =   0.99955158
 MB3131
 MB3131                          SUPERSEDED SURVEY CONTROL
 MB3131
 MB3131  ELLIP H (04/01/98)  308.97   (m)                       GP(       ) 4 1
 MB3131  NAD 83(1986)-  41 38 11.89071(N)    081 00 44.26295(W) AD(       ) 1
 MB3131  NGVD 29 (12/02/91)  343.2    (m)         1126.     (f) GPS OBS        
 MB3131
 MB3131.Superseded values are not recommended for survey control.
 MB3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3131.See file dsdata.txt to determine how the superseded data were derived.
 MB3131
 MB3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9897609433(NAD 83)
 MB3131_MARKER: DE = TRAVERSE STATION DISK
 MB3131_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3131_SP_SET: CONCRETE MONUMENT
 MB3131_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1731
 MB3131_MARK LOGO: OH-055
 MB3131_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3131+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3131
 MB3131  HISTORY     - Date     Condition        Report By
 MB3131  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3131  HISTORY     - 19970629 MARK NOT FOUND   USPSQD
 MB3131
 MB3131                          STATION DESCRIPTION
 MB3131
 MB3131'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3131'STATION IS LOCATED APPROXIMATELY 12.7 FEET WEST OF THE CENTERLINE OF
 MB3131'MORGAN ROAD AND IS APPROXIMATELY 165 FEET SOUTH OF THE CENTERLINE OF
 MB3131'LEGGET ROAD. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS
 MB3131'DISK SET INTO A CONCRET MONUMENT AND IS STAMPED 1731. TO REACH THE
 MB3131'MARK FROM THE CHARDON POST OFFICE PROCEED EAST ON CENTER STREET FOR
 MB3131'.19 MILES TO THE HAMBDEN TOWNSHIP LINE. PROCEED EAST ON U.S. ROUTE 6
 MB3131'FOR 9.41 MILES TO MORGAN ROAD. TURN LEFT ON MORGAN ROAD AND PROCEED
 MB3131'NORTH FOR 2.07 MILES TO LEGGET ROAD. TURN LEFT ON LEGGET ROAD AND
 MB3131'PROCEED WEST FOR .27 MILES TO MORGAN ROAD AND THE MARK.
 MB3131
 MB3131                          STATION RECOVERY (1997)
 MB3131
 MB3131'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB3131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3132 ***********************************************************************
 MB3132  DESIGNATION -  1733
 MB3132  PID         -  MB3132
 MB3132  STATE/COUNTY-  OH/GEAUGA
 MB3132  USGS QUAD   -  MENTOR (1992)
 MB3132
 MB3132                         *CURRENT SURVEY CONTROL
 MB3132  ___________________________________________________________________
 MB3132* NAD 83(1995)-  41 38 22.13119(N)    081 17 39.42981(W)     ADJUSTED  
 MB3132* NAVD 88     -       304.4    (meters)     999.     (feet)  VERTCON   
 MB3132  ___________________________________________________________________
 MB3132  X           -     722,574.781 (meters)                     COMP
 MB3132  Y           -  -4,718,899.879 (meters)                     COMP
 MB3132  Z           -   4,215,941.690 (meters)                     COMP
 MB3132  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 MB3132  ELLIP HEIGHT-         270.21  (meters)          (10/07/05) GPS OBS
 MB3132  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 MB3132
 MB3132  HORZ ORDER  -  FIRST
 MB3132  ELLP ORDER  -  FOURTH    CLASS I
 MB3132
 MB3132.The horizontal coordinates were established by GPS observations
 MB3132.and adjusted by the National Geodetic Survey in April 1998..
 MB3132
 MB3132.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3132
 MB3132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3132
 MB3132.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3132
 MB3132.The ellipsoidal height was determined by GPS observations
 MB3132.and is referenced to NAD 83.
 MB3132
 MB3132.The geoid height was determined by GEOID03.
 MB3132
 MB3132;                    North         East     Units Scale Factor Converg.
 MB3132;SPC OH N     -   219,772.995   700,451.870   MT  0.99998889   +0 47 31.5
 MB3132;UTM  17      - 4,609,791.283   475,490.832   MT  0.99960739   -0 11 43.9
 MB3132
 MB3132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3132!SPC OH N     -   0.99995762  x   0.99998889  =   0.99994651
 MB3132!UTM  17      -   0.99995762  x   0.99960739  =   0.99956503
 MB3132
 MB3132                          SUPERSEDED SURVEY CONTROL
 MB3132
 MB3132  ELLIP H (04/01/98)  270.26   (m)                       GP(       ) 4 1
 MB3132  NAD 83(1986)-  41 38 22.14143(N)    081 17 39.42852(W) AD(       ) 1
 MB3132  NGVD 29 (12/02/91)  304.6    (m)          999.     (f) GPS OBS        
 MB3132
 MB3132.Superseded values are not recommended for survey control.
 MB3132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3132.See file dsdata.txt to determine how the superseded data were derived.
 MB3132
 MB3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7549109791(NAD 83)
 MB3132_MARKER: DE = TRAVERSE STATION DISK
 MB3132_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3132_SP_SET: CONCRETE MONUMENT
 MB3132_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1733
 MB3132_MARK LOGO: OH-055
 MB3132_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3132+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3132
 MB3132  HISTORY     - Date     Condition        Report By
 MB3132  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3132
 MB3132                          STATION DESCRIPTION
 MB3132
 MB3132'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3132'STATION IS LOCATED ON MENTOR ROAD INT THE NORTHEAST QUADRANT OF GEAUGA
 MB3132'COUNTY AT THE LAKE COUNTY GEAUGA COUNTY LINE. STATION IS LOCATED ON
 MB3132'THE EAST SIDE OF MENTOR ROAD 10.8 FEET SOUTHWEST OF THE CENTERLINE OF
 MB3132'SAID MENTOR ROAD, 20.0 FEET NORTHEAST OF A WOODEN FENCE 50.0 FEET
 MB3132'SOUTHEAST OF A POWERPOLE AND 650.0 FEET WOUTHEAST OF LITTLE MOUNTAIN
 MB3132'ROAD.
 MB3132'TO REACH FROM THE POST OFFICE IN CHARDON, PROCEED W ON CENTER STREET
 MB3132'FOR 1.33 MILES TO S.R. 5 OR MENTOR RD. TURN RIGHT ON MENTOR ROAD AND
 MB3132'PROCEED NORTHEAST FOR 5.4 MILES TO THE GEAUGA LAKE COUNTY LINE AND
 MB3132'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0527 ***********************************************************************
 JZ0527  DESIGNATION -  175
 JZ0527  PID         -  JZ0527
 JZ0527  STATE/COUNTY-  OH/HAMILTON
 JZ0527  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0527
 JZ0527                         *CURRENT SURVEY CONTROL
 JZ0527  ___________________________________________________________________
 JZ0527* NAD 83(1986)-  39 11 16.     (N)    084 24 57.     (W)     SCALED    
 JZ0527* NAVD 88     -       253.118  (meters)     830.44   (feet)  ADJUSTED  
 JZ0527  ___________________________________________________________________
 JZ0527  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0527  DYNAMIC HT  -         252.958 (meters)     829.91  (feet)  COMP
 JZ0527  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JZ0527
 JZ0527  VERT ORDER  -  FIRST     CLASS II
 JZ0527
 JZ0527.The horizontal coordinates were scaled from a topographic map and have
 JZ0527.an estimated accuracy of +/- 6 seconds.
 JZ0527
 JZ0527.The orthometric height was determined by differential leveling
 JZ0527.and adjusted by the National Geodetic Survey in June 1991..
 JZ0527
 JZ0527.The geoid height was determined by GEOID03.
 JZ0527
 JZ0527.The dynamic height is computed by dividing the NAVD 88
 JZ0527.geopotential number by the normal gravity value computed on the
 JZ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0527.degrees latitude (g = 980.6199 gals.).
 JZ0527
 JZ0527.The modeled gravity was interpolated from observed gravity values.
 JZ0527
 JZ0527;                    North         East    Units  Estimated Accuracy
 JZ0527;SPC OH S     -   133,620.      434,500.      MT  (+/- 180 meters Scaled)
 JZ0527
 JZ0527                          SUPERSEDED SURVEY CONTROL
 JZ0527
 JZ0527  NGVD 29 (??/??/92)  253.292  (m)          831.01   (f) ADJ UNCH    1 2
 JZ0527
 JZ0527.Superseded values are not recommended for survey control.
 JZ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0527.See file dsdata.txt to determine how the superseded data were derived.
 JZ0527
 JZ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ231407(NAD 83)
 JZ0527_MARKER: DD = SURVEY DISK
 JZ0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0527_SP_SET: SIDEWALK
 JZ0527_STAMPING: 175
 JZ0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0527
 JZ0527  HISTORY     - Date     Condition        Report By
 JZ0527  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0527  HISTORY     - 1947     GOOD             NGS
 JZ0527
 JZ0527                          STATION DESCRIPTION
 JZ0527
 JZ0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0527'AT SILVERTON.
 JZ0527'MONTGOMERY ROAD NORTH SIDE 83.8 FEET WEST OF TYNE AVENUE.  CAP
 JZ0527'ON PIPE AT BACK EDGE OF NORTH SIDEWALK OF MONTGOMERY ROAD, 7.8
 JZ0527'FEET NORTH OF NORTH CURB LINE AND 83.8 FEET SOUTHWEST OF THE
 JZ0527'CURB LINE OF TYNE AVENUE PRODUCED.  (MEASURED ALONG NORTH CURB
 JZ0527'LINE OF MONTGOMERY ROAD.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3133 ***********************************************************************
 MB3133  DESIGNATION -  1756
 MB3133  PID         -  MB3133
 MB3133  STATE/COUNTY-  OH/GEAUGA
 MB3133  USGS QUAD   -  GARRETTSVILLE (1994)
 MB3133
 MB3133                         *CURRENT SURVEY CONTROL
 MB3133  ___________________________________________________________________
 MB3133* NAD 83(1995)-  41 21 07.16265(N)    081 06 29.00561(W)     ADJUSTED  
 MB3133* NAVD 88     -       338.1    (meters)    1109.     (feet)  VERTCON   
 MB3133  ___________________________________________________________________
 MB3133  X           -     741,182.943 (meters)                     COMP
 MB3133  Y           -  -4,737,453.759 (meters)                     COMP
 MB3133  Z           -   4,192,047.619 (meters)                     COMP
 MB3133  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 MB3133  ELLIP HEIGHT-         304.25  (meters)          (10/07/05) GPS OBS
 MB3133  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB3133
 MB3133  HORZ ORDER  -  FIRST
 MB3133  ELLP ORDER  -  FOURTH    CLASS I
 MB3133
 MB3133.The horizontal coordinates were established by GPS observations
 MB3133.and adjusted by the National Geodetic Survey in April 1998..
 MB3133
 MB3133.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3133
 MB3133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3133
 MB3133.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3133
 MB3133.The ellipsoidal height was determined by GPS observations
 MB3133.and is referenced to NAD 83.
 MB3133
 MB3133.The geoid height was determined by GEOID03.
 MB3133
 MB3133;                    North         East     Units Scale Factor Converg.
 MB3133;SPC OH N     -   188,079.353   716,475.527   MT  0.99995142   +0 54 52.0
 MB3133;UTM  17      - 4,577,838.078   490,960.749   MT  0.99960101   -0 04 17.0
 MB3133
 MB3133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3133!SPC OH N     -   0.99995228  x   0.99995142  =   0.99990370
 MB3133!UTM  17      -   0.99995228  x   0.99960101  =   0.99955331
 MB3133
 MB3133                          SUPERSEDED SURVEY CONTROL
 MB3133
 MB3133  ELLIP H (04/01/98)  304.28   (m)                       GP(       ) 4 1
 MB3133  NAD 83(1986)-  41 21 07.17085(N)    081 06 29.00199(W) AD(       ) 1
 MB3133  NGVD 29 (12/02/91)  338.3    (m)         1110.     (f) GPS OBS        
 MB3133
 MB3133.Superseded values are not recommended for survey control.
 MB3133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3133.See file dsdata.txt to determine how the superseded data were derived.
 MB3133
 MB3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9096177838(NAD 83)
 MB3133_MARKER: DE = TRAVERSE STATION DISK
 MB3133_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3133_SP_SET: CONCRETE MONUMENT
 MB3133_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1756
 MB3133_MARK LOGO: OH-055
 MB3133_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3133+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3133
 MB3133  HISTORY     - Date     Condition        Report By
 MB3133  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3133
 MB3133                          STATION DESCRIPTION
 MB3133
 MB3133'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3133'THE STATION IS LOCATED APPROXIMATELY 23.2 FEET EAST OF THE CENTERLINE
 MB3133'OF MUMFORD ROAD AND IS APPROXIMATELY 13.2 FETT SOUTH OF THE
 MB3133'CENTERLINE OF GROVE ROAD. THE STATION CONSISTS OF A TWO AND ONE-HALF
 MB3133'INCH BRASS DISK SET INTO A CONCRETE MONUMENT AND IS STAMPED 1756. TO
 MB3133'REACH THE STATION FROM THE CHARDON POST OFFICE PROCEED EAST ON CENTER
 MB3133'STREET FOR .19 MILES TO THE HAMBDEN TOWNSHIP LINE. TURN RIGHT ON
 MB3133'GRANT STREET AND PROCEED SOUTH FOR .17 MILES TO CHARDON WINDSOR ROAD.
 MB3133'TURN RIGHT ON CHARDON WINDSOR ROAD AND PROCEED EAST FOR 2.62 MILES TO
 MB3133'TROY ROAD. TURN RIGHT ON TROY ROAD AND PROCEED SOUTH FOR 6.84 MILES
 MB3133'TO KINSMAN ROAD.PROCEED SOUTH ON STATE ROUTE 168 FOR 3.80 MILES TO
 MB3133'MUMFORD ROAD. TURN RIGHT ON MUMFORD ROAD AND PROCEED SOUTH FOR 4.89
 MB3133'MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3134 ***********************************************************************
 MB3134  DESIGNATION -  1774
 MB3134  PID         -  MB3134
 MB3134  STATE/COUNTY-  OH/GEAUGA
 MB3134  USGS QUAD   -  EAST CLARIDON (1994)
 MB3134
 MB3134                         *CURRENT SURVEY CONTROL
 MB3134  ___________________________________________________________________
 MB3134* NAD 83(1995)-  41 33 51.42179(N)    081 00 10.08022(W)     ADJUSTED  
 MB3134* NAVD 88     -       334.4    (meters)    1097.     (feet)  VERTCON   
 MB3134  ___________________________________________________________________
 MB3134  X           -     747,442.978 (meters)                     COMP
 MB3134  Y           -  -4,720,662.347 (meters)                     COMP
 MB3134  Z           -   4,209,716.208 (meters)                     COMP
 MB3134  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MB3134  ELLIP HEIGHT-         300.45  (meters)          (10/07/05) GPS OBS
 MB3134  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 MB3134
 MB3134  HORZ ORDER  -  FIRST
 MB3134  ELLP ORDER  -  FOURTH    CLASS I
 MB3134
 MB3134.The horizontal coordinates were established by GPS observations
 MB3134.and adjusted by the National Geodetic Survey in April 1998..
 MB3134
 MB3134.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3134
 MB3134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3134
 MB3134.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3134
 MB3134.The ellipsoidal height was determined by GPS observations
 MB3134.and is referenced to NAD 83.
 MB3134
 MB3134.The geoid height was determined by GEOID03.
 MB3134
 MB3134;                    North         East     Units Scale Factor Converg.
 MB3134;SPC OH N     -   211,798.873   724,877.708   MT  0.99997665   +0 59 00.9
 MB3134;UTM  17      - 4,601,401.003   499,766.530   MT  0.99960000   -0 00 06.7
 MB3134
 MB3134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3134!SPC OH N     -   0.99995288  x   0.99997665  =   0.99992953
 MB3134!UTM  17      -   0.99995288  x   0.99960000  =   0.99955290
 MB3134
 MB3134                          SUPERSEDED SURVEY CONTROL
 MB3134
 MB3134  ELLIP H (04/01/98)  300.50   (m)                       GP(       ) 4 1
 MB3134  NAD 83(1986)-  41 33 51.43141(N)    081 00 10.07760(W) AD(       ) 1
 MB3134  NGVD 29 (12/02/91)  334.6    (m)         1098.     (f) GPS OBS        
 MB3134
 MB3134.Superseded values are not recommended for survey control.
 MB3134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3134.See file dsdata.txt to determine how the superseded data were derived.
 MB3134
 MB3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9976701401(NAD 83)
 MB3134_MARKER: DE = TRAVERSE STATION DISK
 MB3134_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3134_SP_SET: CONCRETE MONUMENT
 MB3134_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1774
 MB3134_MARK LOGO: OH-055
 MB3134_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3134+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3134
 MB3134  HISTORY     - Date     Condition        Report By
 MB3134  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3134
 MB3134                          STATION DESCRIPTION
 MB3134
 MB3134'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3134'STATION IS LOCATED APPROXIMATELY 17.8 FEET SOUTHOF THE CENTERLINE OF
 MB3134'PLANK ROAD AND IS APPROXIMATELY 72 FEET SOUTHEAST OF THE COUNTY LINE
 MB3134'SIGN. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK SET
 MB3134'INTO A CONCRETE MONUMENT AND IS STAMPED 1774. TO REACH THE STATION
 MB3134'FROM THE CHARDON POST OFFICE PROCEED EAST ON CENTER STREET FOR .19
 MB3134'MILES TO THE HAMBDEN TOWNSHIP LINE. TURN RIGHT ON GRANT STREET AND
 MB3134'PROCEED SOUTH FOR .19 MILES TO CHARDON WINDSOR ROAD. TURN LEFT ON
 MB3134'CHARDON WINDSOR ROAD AND PROCEED SOUTHEAST FOR 10.31 MILES TO PLANK
 MB3134'ROAD AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0005 ***********************************************************************
 JZ0005  DESIGNATION -  17.75
 JZ0005  PID         -  JZ0005
 JZ0005  STATE/COUNTY-  OH/MONTGOMERY
 JZ0005  USGS QUAD   -  DAYTON NORTH (1996)
 JZ0005
 JZ0005                         *CURRENT SURVEY CONTROL
 JZ0005  ___________________________________________________________________
 JZ0005* NAD 83(1986)-  39 45 08.     (N)    084 12 04.     (W)     SCALED    
 JZ0005* NAVD 88     -       228.10   (+/-2cm)     748.4    (feet)  VERTCON   
 JZ0005  ___________________________________________________________________
 JZ0005  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JZ0005
 JZ0005  VERT ORDER  -  ? (See Below)
 JZ0005
 JZ0005.The horizontal coordinates were scaled from a topographic map and have
 JZ0005.an estimated accuracy of +/- 6 seconds.
 JZ0005
 JZ0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ0005.The vertical order pertains to the NGVD 29 superseded value.
 JZ0005
 JZ0005.The geoid height was determined by GEOID03.
 JZ0005
 JZ0005;                    North         East    Units  Estimated Accuracy
 JZ0005;SPC OH S     -   195,900.      454,230.      MT  (+/- 180 meters Scaled)
 JZ0005
 JZ0005                          SUPERSEDED SURVEY CONTROL
 JZ0005
 JZ0005  NGVD 29 (??/??/92)  228.308  (m)          749.04   (f) ADJ UNCH    ?  
 JZ0005
 JZ0005.Superseded values are not recommended for survey control.
 JZ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0005.See file dsdata.txt to determine how the superseded data were derived.
 JZ0005
 JZ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK397040(NAD 83)
 JZ0005_MARKER: X = CHISELED CROSS
 JZ0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0005_SP_SET: BRIDGE
 JZ0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0005
 JZ0005  HISTORY     - Date     Condition        Report By
 JZ0005  HISTORY     - UNK      MONUMENTED       PRR
 JZ0005  HISTORY     - 1934     GOOD             NGS
 JZ0005  HISTORY     - 1967     GOOD             OH2090
 JZ0005
 JZ0005                          STATION DESCRIPTION
 JZ0005
 JZ0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JZ0005'1 MI W FROM DAYTON.
 JZ0005'1.0 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM UNION STATION
 JZ0005'AT DAYTON, MONTGOMERY COUNTY, AT THE SOUTHWEST CORNER OF THE
 JZ0005'BRIDGE OVER MIAMI RIVER, ON THE TOP OF THE CONCRETE WING WALL,
 JZ0005'8.4 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT ONE FOOT LOWER THAN
 JZ0005'THE TOP OF THE RAIL.  A CHISELED CROSS.
 JZ0005
 JZ0005                          STATION RECOVERY (1967)
 JZ0005
 JZ0005'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967
 JZ0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3135 ***********************************************************************
 MB3135  DESIGNATION -  1790
 MB3135  PID         -  MB3135
 MB3135  STATE/COUNTY-  OH/GEAUGA
 MB3135  USGS QUAD   -  MAYFIELD HEIGHTS (1994)
 MB3135
 MB3135                         *CURRENT SURVEY CONTROL
 MB3135  ___________________________________________________________________
 MB3135* NAD 83(1995)-  41 34 10.26297(N)    081 23 27.48622(W)     ADJUSTED  
 MB3135* NAVD 88     -       290.7    (meters)     954.     (feet)  VERTCON   
 MB3135  ___________________________________________________________________
 MB3135  X           -     715,381.804 (meters)                     COMP
 MB3135  Y           -  -4,725,203.950 (meters)                     COMP
 MB3135  Z           -   4,210,122.007 (meters)                     COMP
 MB3135  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 MB3135  ELLIP HEIGHT-         256.56  (meters)          (10/07/05) GPS OBS
 MB3135  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 MB3135
 MB3135  HORZ ORDER  -  FIRST
 MB3135  ELLP ORDER  -  FOURTH    CLASS I
 MB3135
 MB3135.The horizontal coordinates were established by GPS observations
 MB3135.and adjusted by the National Geodetic Survey in April 1998..
 MB3135
 MB3135.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3135
 MB3135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3135
 MB3135.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3135
 MB3135.The ellipsoidal height was determined by GPS observations
 MB3135.and is referenced to NAD 83.
 MB3135
 MB3135.The geoid height was determined by GEOID03.
 MB3135
 MB3135;                    North         East     Units Scale Factor Converg.
 MB3135;SPC OH N     -   211,896.336   692,496.216   MT  0.99997745   +0 43 42.9
 MB3135;UTM  17      - 4,602,055.837   467,403.584   MT  0.99961308   -0 15 33.9
 MB3135
 MB3135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3135!SPC OH N     -   0.99995976  x   0.99997745  =   0.99993721
 MB3135!UTM  17      -   0.99995976  x   0.99961308  =   0.99957286
 MB3135
 MB3135                          SUPERSEDED SURVEY CONTROL
 MB3135
 MB3135  ELLIP H (04/01/98)  256.62   (m)                       GP(       ) 4 1
 MB3135  NAD 83(1986)-  41 34 10.27334(N)    081 23 27.48521(W) AD(       ) 1
 MB3135  NGVD 29 (12/02/91)  290.9    (m)          954.     (f) GPS OBS        
 MB3135
 MB3135.Superseded values are not recommended for survey control.
 MB3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3135.See file dsdata.txt to determine how the superseded data were derived.
 MB3135
 MB3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG6740402056(NAD 83)
 MB3135_MARKER: DE = TRAVERSE STATION DISK
 MB3135_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3135_SP_SET: CONCRETE MONUMENT
 MB3135_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1790
 MB3135_MARK LOGO: OH-055
 MB3135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3135+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3135
 MB3135  HISTORY     - Date     Condition        Report By
 MB3135  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3135
 MB3135                          STATION DESCRIPTION
 MB3135
 MB3135'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3135'THE STATION IS LOCATED APPROXIMATELY 8.9 FEET EASTR OF THE CENTERLINE
 MB3135'OF COUNTY LINE ROAD AND IS APPROXIMATELY 80.5 FEET SOUTH OF THE
 MB3135'COUNTY LINE SIGN. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH
 MB3135'BRASS DISK SET INTO A CONCRETE MONUMENT AND IS STAMPED 1790. TO REACH
 MB3135'FROM THE CHARDON POST OFFICE PROCEED WEST ON CENTER STREET FOR .22
 MB3135'MILES TO CHERRY AVENUE. TURN LEFT ON CHERRY AVENUE AND PROCEED SOUTH
 MB3135'FOR .17 MILES TO WATER STREET OR CHARDON ROAD. TURN RIGHT ON CHARDON
 MB3135'ROAD AND PROCEED WEST FOR 1.56 MILES TO AUBURN ROAD. TURN LEFT ON
 MB3135'AUBURN ROAD AND PROCEED SOUTH FOR .69 MILES TO THWING ROAD. PROCEED
 MB3135'WEST ON THWING ROAD FOR 1.27 MILES TO GEM ROAD. PROCEED WEST ON GEM
 MB3135'ROAD FOR 4.79 MILES TO COUNTY LINE ROAD AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3136 ***********************************************************************
 MB3136  DESIGNATION -  1798
 MB3136  PID         -  MB3136
 MB3136  STATE/COUNTY-  OH/GEAUGA
 MB3136  USGS QUAD   -  GARRETTSVILLE (1994)
 MB3136
 MB3136                         *CURRENT SURVEY CONTROL
 MB3136  ___________________________________________________________________
 MB3136* NAD 83(1995)-  41 20 53.61576(N)    081 03 13.95796(W)     ADJUSTED  
 MB3136* NAVD 88     -       351.0    (meters)    1152.     (feet)  VERTCON   
 MB3136  ___________________________________________________________________
 MB3136  X           -     745,706.873 (meters)                     COMP
 MB3136  Y           -  -4,737,033.076 (meters)                     COMP
 MB3136  Z           -   4,191,742.383 (meters)                     COMP
 MB3136  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 MB3136  ELLIP HEIGHT-         317.13  (meters)          (10/07/05) GPS OBS
 MB3136  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB3136
 MB3136  HORZ ORDER  -  FIRST
 MB3136  ELLP ORDER  -  FOURTH    CLASS I
 MB3136
 MB3136.The horizontal coordinates were established by GPS observations
 MB3136.and adjusted by the National Geodetic Survey in April 1998..
 MB3136
 MB3136.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3136
 MB3136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3136
 MB3136.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3136
 MB3136.The ellipsoidal height was determined by GPS observations
 MB3136.and is referenced to NAD 83.
 MB3136
 MB3136.The geoid height was determined by GEOID03.
 MB3136
 MB3136;                    North         East     Units Scale Factor Converg.
 MB3136;SPC OH N     -   187,735.272   721,015.735   MT  0.99995110   +0 57 00.1
 MB3136;UTM  17      - 4,577,416.090   495,492.776   MT  0.99960025   -0 02 08.1
 MB3136
 MB3136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3136!SPC OH N     -   0.99995026  x   0.99995110  =   0.99990136
 MB3136!UTM  17      -   0.99995026  x   0.99960025  =   0.99955053
 MB3136
 MB3136                          SUPERSEDED SURVEY CONTROL
 MB3136
 MB3136  ELLIP H (04/01/98)  317.17   (m)                       GP(       ) 4 1
 MB3136  NAD 83(1986)-  41 20 53.62357(N)    081 03 13.95410(W) AD(       ) 1
 MB3136  NGVD 29 (12/02/91)  351.2    (m)         1152.     (f) GPS OBS        
 MB3136
 MB3136.Superseded values are not recommended for survey control.
 MB3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3136.See file dsdata.txt to determine how the superseded data were derived.
 MB3136
 MB3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9549377416(NAD 83)
 MB3136_MARKER: DE = TRAVERSE STATION DISK
 MB3136_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3136_SP_SET: CONCRETE MONUMENT
 MB3136_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1798
 MB3136_MARK LOGO: OH-055
 MB3136_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3136+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3136
 MB3136  HISTORY     - Date     Condition        Report By
 MB3136  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3136
 MB3136                          STATION DESCRIPTION
 MB3136
 MB3136'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3136'THE STATION IS APPROXIMATELY 14.4 FEET EAST OF THE CENTERLINE OF
 MB3136'NELSON ROAD AND IS APPROXIMATELY 42.4 FEET EAST OF THE POWERPOLE. THE
 MB3136'STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK SET INTO A
 MB3136'CONCRETE MONUMENT AND IS STAMPED 1798. TO REACH FROM THE CHARDON POST
 MB3136'OFFICE PROCEED WEST ON CENTER STREET FOR .02 MILES TO WASHINGTON
 MB3136'STREET. TURN LEFT ON WASHINGTON STREET AND PROCEED SOUTH FOR .17
 MB3136'MILES TO WATER STREET. TURN RIGHT ON WATER STREET AND PROCEED EAST
 MB3136'FOR .29 MILES TO SOUTH STREET OR RAVENNA ROAD. TURN RIGHT ON RAVENNA
 MB3136'ROAD AND PROCEED SOUTH FOR 13.67 MILES TO MAIN MARKET ROAD. TURN LEFT
 MB3136'ON MAIN MARKET ROAD AND PROCEED EAST FOR 8 MILES TO NELSON ROAD.
 MB3136'PROCEED SOUTH ON NELSON ROAD FOR 1.69 MILES TO THE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6786 ***********************************************************************
 AI6786  DESIGNATION -  17A
 AI6786  PID         -  AI6786
 AI6786  STATE/COUNTY-  OH/CLINTON
 AI6786  USGS QUAD   -  CLARKSVILLE (1986)
 AI6786
 AI6786                         *CURRENT SURVEY CONTROL
 AI6786  ___________________________________________________________________
 AI6786* NAD 83(1995)-  39 28 07.84192(N)    083 52 56.30739(W)     ADJUSTED  
 AI6786* NAVD 88     -       280.6    (meters)     921.     (feet)  GPS OBS   
 AI6786  ___________________________________________________________________
 AI6786  X           -     525,459.138 (meters)                     COMP
 AI6786  Y           -  -4,902,517.198 (meters)                     COMP
 AI6786  Z           -   4,032,791.316 (meters)                     COMP
 AI6786  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 AI6786  ELLIP HEIGHT-         247.66  (meters)          (10/07/05) GPS OBS
 AI6786  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AI6786
 AI6786  HORZ ORDER  -  FIRST
 AI6786  ELLP ORDER  -  THIRD     CLASS II
 AI6786
 AI6786.The horizontal coordinates were established by GPS observations
 AI6786.and adjusted by the National Geodetic Survey in August 2000..
 AI6786
 AI6786.The orthometric height was determined by GPS observations and a
 AI6786.high-resolution geoid model.
 AI6786
 AI6786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6786
 AI6786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6786
 AI6786.The ellipsoidal height was determined by GPS observations
 AI6786.and is referenced to NAD 83.
 AI6786
 AI6786.The geoid height was determined by GEOID03.
 AI6786
 AI6786;                    North         East     Units Scale Factor Converg.
 AI6786;SPC OH S     -   163,971.874   481,062.073   MT  0.99993699   -0 52 37.6
 AI6786;UTM  17      - 4,372,773.126   252,051.151   MT  1.00035700   -1 49 59.1
 AI6786
 AI6786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6786!SPC OH S     -   0.99996115  x   0.99993699  =   0.99989814
 AI6786!UTM  17      -   0.99996115  x   1.00035700  =   1.00031813
 AI6786
 AI6786:                Primary Azimuth Mark                     Grid Az
 AI6786:SPC OH S     -  17                                       316 50 38.3
 AI6786:UTM  17      -  17                                       317 47 59.8
 AI6786
 AI6786|---------------------------------------------------------------------|
 AI6786| PID    Reference Object                     Distance      Geod. Az  |
 AI6786|                                                           dddmmss.s |
 AI6786| AI6756 17                                  427.639 METERS 3155800.7 |
 AI6786|---------------------------------------------------------------------|
 AI6786
 AI6786                          SUPERSEDED SURVEY CONTROL
 AI6786
 AI6786  ELLIP H (08/02/00)  247.72   (m)                       GP(       ) 3 2
 AI6786
 AI6786.Superseded values are not recommended for survey control.
 AI6786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6786.See file dsdata.txt to determine how the superseded data were derived.
 AI6786
 AI6786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5205172773(NAD 83)
 AI6786_MARKER: DD = SURVEY DISK
 AI6786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6786_STAMPING: GPS 17A 2000
 AI6786_MARK LOGO: OH-027
 AI6786_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6786+STABILITY: SURFACE MOTION
 AI6786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6786+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6786
 AI6786  HISTORY     - Date     Condition        Report By
 AI6786  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6786
 AI6786                          STATION DESCRIPTION
 AI6786
 AI6786'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6786'THE STATION IS APPROXIMATELY 7.75 MI (12.47 KM) SOUTHWEST OF PORT
 AI6786'CLINTON, 7.2 MI (11.6 KM) NORTHEAST OF CLARKSVILLE, AND 7.75 MI (12.47
 AI6786'KM) NORTHWEST OF WILMINGTON.  THE STATION IS APPROXIMATELY 2.7 MI (4.3
 AI6786'KM) SOUTHEAST OF THE INTERSECTION OF STATE ROUTES 73 AND 380 ON THE
 AI6786'WEST SIDE OF SR 73.
 AI6786'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 22/SR 3 AND SR
 AI6786'73 IN WILMINGTON, PROEED NORTHWEST ALONG SR 73 APPROXIMATELY 2.8 MI
 AI6786'(4.5 KM) TO THE STATION ON THE LEFT.
 AI6786'THE STATION IS APPROXIMATELY 115 FT (35.1 M) NORTHWEST OF A GAS METER
 AI6786'POLE, 100 FT (30.5 M) SOUTH-SOUTHEAST FROM A GAS HERE SIGN, AND AND 25
 AI6786'FT (7.6 M) WEST OF THE CENTERLINE TO SR 73.  THE STATION IS A STANDARD
 AI6786'CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND
 AI6786'STAMPED--GPS 17A 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE OF
 AI6786'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6037 ***********************************************************************
 AB6037  CBN         -  This is a Cooperative Base Network Control Station.
 AB6037  PACS        -  This is a Primary Airport Control Station.
 AB6037  DESIGNATION -  17G A
 AB6037  PID         -  AB6037
 AB6037  STATE/COUNTY-  OH/CRAWFORD
 AB6037  USGS QUAD   -  BUCYRUS (1981)
 AB6037
 AB6037                         *CURRENT SURVEY CONTROL
 AB6037  ___________________________________________________________________
 AB6037* NAD 83(1995)-  40 47 12.64250(N)    082 58 08.56456(W)     ADJUSTED  
 AB6037* NAVD 88     -       304.47   (meters)     998.9    (feet)  GPS OBS   
 AB6037  ___________________________________________________________________
 AB6037  X           -     591,988.979 (meters)                     COMP
 AB6037  Y           -  -4,799,923.747 (meters)                     COMP
 AB6037  Z           -   4,144,705.773 (meters)                     COMP
 AB6037  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 AB6037  ELLIP HEIGHT-         269.93  (meters)          (03/08/05) GPS OBS
 AB6037  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 AB6037
 AB6037  HORZ ORDER  -  B
 AB6037  ELLP ORDER  -  FOURTH    CLASS II
 AB6037
 AB6037.This mark is at Port Bucyrus-Crawford Co Airport (17G)
 AB6037
 AB6037.The horizontal coordinates were established by GPS observations
 AB6037.and adjusted by the National Geodetic Survey in August 1996..
 AB6037
 AB6037.The orthometric height was determined by GPS observations and a
 AB6037.high-resolution geoid model.
 AB6037
 AB6037.GPS derived orthometric heights for airport stations designated as
 AB6037.PACS or SACS are published to 2 decimal places.  This maintains
 AB6037.centimeter relative accuracy between the PACS and SACS.  It does
 AB6037.not indicate centimeter accuracy relative to other marks which are
 AB6037.part of the NAVD 88 network.
 AB6037
 AB6037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6037
 AB6037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6037
 AB6037.The ellipsoidal height was determined by GPS observations
 AB6037.and is referenced to NAD 83.
 AB6037
 AB6037.The geoid height was determined by GEOID03.
 AB6037
 AB6037;                    North         East     Units Scale Factor Converg.
 AB6037;SPC OH N     -   124,497.618   560,412.019   MT  0.99995109   -0 18 29.3
 AB6037;UTM  17      - 4,516,960.548   333,863.038   MT  0.99993974   -1 17 11.6
 AB6037
 AB6037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6037!SPC OH N     -   0.99995766  x   0.99995109  =   0.99990875
 AB6037!UTM  17      -   0.99995766  x   0.99993974  =   0.99989740
 AB6037
 AB6037:                Primary Azimuth Mark                     Grid Az
 AB6037:SPC OH N     -  17G B                                    184 46 34.4
 AB6037:UTM  17      -  17G B                                    185 45 16.7
 AB6037
 AB6037|---------------------------------------------------------------------|
 AB6037| PID    Reference Object                     Distance      Geod. Az  |
 AB6037|                                                           dddmmss.s |
 AB6037| AF7792 17G B                               APPROX. 0.6 KM 1842805.1 |
 AB6037| KZ2139 BUCPORT                             211.307 METERS 23005     |
 AB6037|---------------------------------------------------------------------|
 AB6037
 AB6037                          SUPERSEDED SURVEY CONTROL
 AB6037
 AB6037  ELLIP H (08/20/96)  269.95   (m)                       GP(       ) 4 2
 AB6037
 AB6037.Superseded values are not recommended for survey control.
 AB6037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6037.See file dsdata.txt to determine how the superseded data were derived.
 AB6037
 AB6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3386316961(NAD 83)
 AB6037_MARKER: I = METAL ROD
 AB6037_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6037_STAMPING: FAA 17G A 1995
 AB6037_MARK LOGO: OHDT  
 AB6037_PROJECTION: FLUSH
 AB6037_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6037+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1997
 AB6037_ROD/PIPE-DEPTH: 13.1 meters
 AB6037_SLEEVE-DEPTH  : 0.90 meters
 AB6037
 AB6037  HISTORY     - Date     Condition        Report By
 AB6037  HISTORY     - 1995     MONUMENTED       OHDT
 AB6037  HISTORY     - 19951003 GOOD             NGS
 AB6037  HISTORY     - 19971029 GOOD             NGS
 AB6037
 AB6037                          STATION DESCRIPTION
 AB6037
 AB6037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6037'THE MARK IS LOCATED ABOUT 2.3 KM (1.40 MI) SOUTH OF BUCYRUS, 0.8 KM
 AB6037'(0.50 MI) EAST OF STATE ROUTE 98, NORTH-CENTRAL SECTION 13, T 2 S, R
 AB6037'16 E, AT THE PORT BUCYRUS AIRPORT, NEAR THE NORTHEAST CORNER OF THE
 AB6037'PROPERTY.  OWNED BY THE CITY OF BUCYRUS, C/O AIRPORT MANAGER KEVIN
 AB6037'DETRAY, 2254 ISAAC BEAL ROAD, BUCYRUS, OH 44820.  PHONE 419-562-7596.
 AB6037'TO REACH THE MARK FROM BUCYRUS CITY HALL, GO SOUTH ON SR 98 FOR 0.56
 AB6037'KM (0.35 MI) TO THE JUNCTION OF SR 4.  CONTINUE SOUTH ON SR 98 FOR
 AB6037'1.05 KM (0.65 MI) TO A CROSS STREET, BEAL AVENUE.  TURN LEFT, EAST, ON
 AB6037'BEAL AVENUE FOR 0.8 KM (0.50 MI) TO THE STOP SIGN. TURN RIGHT, SOUTH,
 AB6037'ON ISAAC BEAL ROAD FOR 0.40 KM (0.25 MI) TO THE MARK ON THE RIGHT.
 AB6037'8.5 M (27.9 FT) WEST OF THE CENTER OF ISAAC BEAL ROAD, 10.7 M (35.1
 AB6037'FT) SOUTHWEST OF THE INTERSECTION OF ISAAC BEAL ROAD AND A 1.2 M (3.9
 AB6037'FT) CULVERT PIPE UNDER THE ROAD, 18.3 M (60.0 FT) NORTH OF A
 AB6037'NORTH-SOUTH FENCE LINE ON THE EAST EDGE OF THE AIRPORT PROPERTY, 6.1 M
 AB6037'(20.0 FT) SOUTH OF THE CENTER OF THE EAST-WEST DITCH AT THE NORTHEAST
 AB6037'CORNER OF THE PROPERTY.  THE MARK IS APPROXIMATELY 182.9 M (600.1 FT)
 AB6037'NORTHEAST OF THE NORTHEAST END OF RUNWAY 4-22, AND 209.1 M (686.0 FT)
 AB6037'NORTH OF THE ENTRANCE DRIVE TO THE AIRPORT.  THE MARK IS AN 83 MM
 AB6037'ALUMINUM DISK STAMPED --FAA 17G A 1995-- AND SET ON A 19 MM ALUMINUM
 AB6037'ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 13.1 M (43.0 FT) WITH A 0.9
 AB6037'M (3.0 FT) GREASED SLEEVE AND ENCASED IN A 127 MM PVC WITH AN ALUMINUM
 AB6037'CAP AND A REMOVABLE ALUMINUM LID SET FLUSH WITH THE GROUND ABOUT LEVEL
 AB6037'WITH THE ROAD.  AN ORANGE CARSONITE WITNESS POST WAS SET ABOUT 18.3 M
 AB6037'(60.0 FT) SOUTH OF THE MARK AT THE END OF A NORTH-SOUTH FENCELINE.
 AB6037'NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.
 AB6037
 AB6037                          STATION RECOVERY (1997)
 AB6037
 AB6037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB6037'RECOVERED IN GOOD CONDITION WITH MODIFIED DESCRIPTION AS FOLLOWS.  TO
 AB6037'REACH THE STATION FROM THE BUCYRUS SQUARE LOCATED AT THE JUNCTION OF
 AB6037'US HIGHWAY 30 BUSINESS AND COMBINED STATE HIGHWAYS 98 AND 4, GO SOUTH
 AB6037'ON US HIGHWAY 98 (SANDUSKY AVE) FOR A TOTAL OF 2.1 KM (1.30 MI)
 AB6037'PASSING STATE HIGHWAY 4 AT 1.05 KM (0.65 MI) TO A CROSSROAD.  TURN
 AB6037'LEFT AND GO EAST ON BEAL AVENUE FOR 0.8 KM (0.50 MI) TO ITS TERMINUS
 AB6037'AT A TEE JUNCTION.  TURN RIGHT AND GO SOUTH ON ISSAC BEAL ROAD FOR 0.4
 AB6037'KM (0.25 MI) TO THE STATION ON RIGHT.  THE MARK IS A PUNCH MARK AT TOP
 AB6037'CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT RECORD DEPTH OF
 AB6037'13.1 M (43.0 FT) IN A 2.5 CM (1 IN) GREASE FILLED NONFLUTED PLASTIC
 AB6037'SLEEVE OF RECORD LENGTH OF 90 CM ENCASED IN A 12.7 CM (5 IN) DIA PVC
 AB6037'PIPE WITH REMOVABLE OHIO DOT LOGO CAP SURROUNDED BY CONCRETE.  THE
 AB6037'MARK IS RECESSED 7 CM BELOW THE TOP OF THE LOGO CAP.  THE LOGO CAP AND
 AB6037'CONCRETE ARE FLUSH WITH THE GROUND.  THE STATION IS LOCATED 18.6 M
 AB6037'(61.0 FT) NORTH FROM THE NORTH END OF A CHAIN LINK FENCE WITH
 AB6037'FIBERGLASS OHDT WITNESS POST, 8.5 M (27.9 FT) WEST FROM ISSAC BEAL
 AB6037'ROAD CENTER, 7.7 M (25.3 FT) SOUTH-SOUTHWEST FROM THE WEST END OF A
 AB6037'1.22 M (4.00 FT) METAL CULVERT WITH STONE HEADWALL, OTHER TIES FROM
 AB6037'THE 1995 DESCRIPTION ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF7792 ***********************************************************************
 AF7792  SACS        -  This is a Secondary Airport Control Station.
 AF7792  DESIGNATION -  17G B
 AF7792  PID         -  AF7792
 AF7792  STATE/COUNTY-  OH/CRAWFORD
 AF7792  USGS QUAD   -  BUCYRUS (1981)
 AF7792
 AF7792                         *CURRENT SURVEY CONTROL
 AF7792  ___________________________________________________________________
 AF7792* NAD 83(1995)-  40 46 53.49356(N)    082 58 10.53306(W)     ADJUSTED  
 AF7792* NAVD 88     -       307.56   (meters)    1009.1    (feet)  GPS OBS   
 AF7792  ___________________________________________________________________
 AF7792  X           -     591,990.686 (meters)                     COMP
 AF7792  Y           -  -4,800,314.687 (meters)                     COMP
 AF7792  Z           -   4,144,260.523 (meters)                     COMP
 AF7792  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 AF7792  ELLIP HEIGHT-         273.03  (meters)          (10/07/05) GPS OBS
 AF7792  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 AF7792
 AF7792  HORZ ORDER  -  FIRST
 AF7792  ELLP ORDER  -  FOURTH    CLASS II
 AF7792
 AF7792.This mark is at Port Bucyrus-Crawford Co Airport (17G)
 AF7792
 AF7792.The horizontal coordinates were established by GPS observations
 AF7792.and adjusted by the National Geodetic Survey in May 1998..
 AF7792
 AF7792.The orthometric height was determined by GPS observations and a
 AF7792.high-resolution geoid model.
 AF7792
 AF7792.GPS derived orthometric heights for airport stations designated as
 AF7792.PACS or SACS are published to 2 decimal places.  This maintains
 AF7792.centimeter relative accuracy between the PACS and SACS.  It does
 AF7792.not indicate centimeter accuracy relative to other marks which are
 AF7792.part of the NAVD 88 network.
 AF7792
 AF7792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7792
 AF7792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7792
 AF7792.The ellipsoidal height was determined by GPS observations
 AF7792.and is referenced to NAD 83.
 AF7792
 AF7792.The geoid height was determined by GEOID03.
 AF7792
 AF7792;                    North         East     Units Scale Factor Converg.
 AF7792;SPC OH N     -   123,907.214   560,362.688   MT  0.99995155   -0 18 30.6
 AF7792;UTM  17      - 4,516,371.079   333,803.634   MT  0.99993998   -1 17 12.4
 AF7792
 AF7792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7792!SPC OH N     -   0.99995717  x   0.99995155  =   0.99990873
 AF7792!UTM  17      -   0.99995717  x   0.99993998  =   0.99989716
 AF7792
 AF7792:                Primary Azimuth Mark                     Grid Az
 AF7792:SPC OH N     -  17G A                                    004 46 34.4
 AF7792:UTM  17      -  17G A                                    005 45 16.2
 AF7792
 AF7792|---------------------------------------------------------------------|
 AF7792| PID    Reference Object                     Distance      Geod. Az  |
 AF7792|                                                           dddmmss.s |
 AF7792| AB6037 17G A                               APPROX. 0.6 KM 0042803.8 |
 AF7792|---------------------------------------------------------------------|
 AF7792
 AF7792                          SUPERSEDED SURVEY CONTROL
 AF7792
 AF7792  ELLIP H (05/28/98)  273.04   (m)                       GP(       ) 4 2
 AF7792
 AF7792.Superseded values are not recommended for survey control.
 AF7792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7792.See file dsdata.txt to determine how the superseded data were derived.
 AF7792
 AF7792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3380416371(NAD 83)
 AF7792_MARKER: DD = SURVEY DISK
 AF7792_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF7792_STAMPING: 17G B 1995
 AF7792_MARK LOGO: NGS   
 AF7792_PROJECTION: FLUSH
 AF7792_MAGNETIC: P = MARKER IS A STEEL PIPE
 AF7792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7792+STABILITY: SURFACE MOTION
 AF7792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7792+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF7792_ROD/PIPE-DEPTH: 1.0  meters
 AF7792
 AF7792  HISTORY     - Date     Condition        Report By
 AF7792  HISTORY     - 1995     MONUMENTED       NGS
 AF7792
 AF7792                          STATION DESCRIPTION
 AF7792
 AF7792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AF7792'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTH OF BUCYRUS AT THE
 AF7792'PORT BUCYRUS AIRPORT, AT THE CENTER OF THE EAST SIDE OF THE AIRPORT,
 AF7792'SOUTH OF TURF RUNWAY APPROACH 27, IN GRASS BETWEEN ISAAC BEAL ROAD AND
 AF7792'THE AIR EXPLORER HANGER.  OWNERSHIP--CRAWFORD COUNTY, 2254 ISAAC BEAL
 AF7792'ROAD, P.O.  BOX 1244, BUCYRUS OH 44820.  AIRPORT MANAGER IS KEVIN
 AF7792'DETRAY, PHONE (419) 562-7596.  TO REACH THE STATION FROM THE BUCYRUS
 AF7792'SQUARE LOCATED AT THE JUNCTION OF US HIGHWAY 30 BUSINESS AND COMBINED
 AF7792'STATE HIGHWAYS 98 AND 4, GO SOUTH ON STATE HIGHWAY 98 (SANDUSKY
 AF7792'AVENUE) FOR A TOTAL OF 2.1 KM (1.30 MI) PASSING STATE HIGHWAY 4 AT
 AF7792'1.05 KM (0.65 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON BEAL
 AF7792'AVENUE FOR 0.8 KM (0.50 MI) TO ITS TERMINUS AT A TEE JUNCTION.  TURN
 AF7792'RIGHT AND GO SOUTH ON ISAAC BEAL ROAD FOR 1.0 KM (0.60 MI) TO A GRAVEL
 AF7792'ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE HANGER ACCESS ROAD FOR 0.08
 AF7792'KM (0.05 MI) TO THE STATION ON LEFT.  THE MARK IS THE CENTER PUNCH OF
 AF7792'A 5 CM (2 IN) SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO
 AF7792'PIPE ENCASED IN A 12.7 CM (5 IN) PVC PIPE WITH A NGS LOGO CAP
 AF7792'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE FLUSH WITH THE
 AF7792'GROUND.  THE MARK IS RECESSED 6 CM BELOW THE TOP OF THE LOGO CAP.
 AF7792'THREE CIRCULAR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION
 AF7792'IS LOCATED 60.9 M (199.8 FT) WEST FROM ISAAC BEAL ROAD CENTER, 32.7 M
 AF7792'(107.3 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A STEEL HANGER,
 AF7792'10.4 M (34.1 FT) SOUTH FROM THE GRAVEL ROAD CENTER, AND 8.2 M (26.9
 AF7792'FT) NORTH FROM A FLAG POLE.  THIS STATION IS DESIGNATED A SECONDARY
 AF7792'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1680 ***********************************************************************
 KY1680  DESIGNATION -  18
 KY1680  PID         -  KY1680
 KY1680  STATE/COUNTY-  OH/STARK
 KY1680  USGS QUAD   -  NAVARRE (1994)
 KY1680
 KY1680                         *CURRENT SURVEY CONTROL
 KY1680  ___________________________________________________________________
 KY1680* NAD 83(1986)-  40 44 10.     (N)    081 32 49.     (W)     SCALED    
 KY1680* NAVD 88     -       298.722  (meters)     980.06   (feet)  ADJUSTED  
 KY1680  ___________________________________________________________________
 KY1680  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KY1680  DYNAMIC HT  -         298.584 (meters)     979.60  (feet)  COMP
 KY1680  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 KY1680
 KY1680  VERT ORDER  -  FIRST     CLASS II
 KY1680
 KY1680.The horizontal coordinates were scaled from a topographic map and have
 KY1680.an estimated accuracy of +/- 6 seconds.
 KY1680
 KY1680.The orthometric height was determined by differential leveling
 KY1680.and adjusted by the National Geodetic Survey in June 1991..
 KY1680
 KY1680.The geoid height was determined by GEOID03.
 KY1680
 KY1680.The dynamic height is computed by dividing the NAVD 88
 KY1680.geopotential number by the normal gravity value computed on the
 KY1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1680.degrees latitude (g = 980.6199 gals.).
 KY1680
 KY1680.The modeled gravity was interpolated from observed gravity values.
 KY1680
 KY1680;                    North         East    Units  Estimated Accuracy
 KY1680;SPC OH N     -   119,200.      680,500.      MT  (+/- 180 meters Scaled)
 KY1680
 KY1680                          SUPERSEDED SURVEY CONTROL
 KY1680
 KY1680  NGVD 29 (??/??/92)  298.934  (m)          980.75   (f) ADJ UNCH    1 2
 KY1680
 KY1680.Superseded values are not recommended for survey control.
 KY1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1680.See file dsdata.txt to determine how the superseded data were derived.
 KY1680
 KY1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF538096(NAD 83)
 KY1680_MARKER: N = NAIL
 KY1680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1680_SP_SET: CULVERT
 KY1680_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1680
 KY1680  HISTORY     - Date     Condition        Report By
 KY1680  HISTORY     - 1959     MONUMENTED       BORR
 KY1680  HISTORY     - 1959     GOOD             NGS
 KY1680  HISTORY     - 19930407 GOOD             OHDT
 KY1680
 KY1680                          STATION DESCRIPTION
 KY1680
 KY1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1680'2.7 MI NE FROM JUSTUS.
 KY1680'ABOUT 2.7 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1680'FROM THE NEW SCHOOL AT JUSTUS, ABOUT 7 1/2 RAILS NORTHEAST OF A
 KY1680'BLACK TOP ROAD CROSSING, NEAR MILEAGE POLE NO. 90+17, IN THE
 KY1680'TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 12-FOOT
 KY1680'ARCHED STONE CULVERT, 24 FEET SOUTHEAST OF SOUTHEAST RAIL,
 KY1680'1/2 FOOT NORTHEAST OF SOUTHWEST END OF HEAD WALL, 1/2 FOOT
 KY1680'NORTHWEST OF SOUTHEAST EDGE OF HEAD WALL, 4 1/2 FEET BELOW LEVEL
 KY1680'OF TRACK AND IS A NAIL SET IN LEAD IN DRILL HOLE IN CULVERT.
 KY1680
 KY1680                          STATION RECOVERY (1993)
 KY1680
 KY1680'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY1680'-------REPORT BY ODOT-------YEAR 1993------CONDITION - GOOD------
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2447 ***********************************************************************
 AB2447  DESIGNATION -  18
 AB2447  PID         -  AB2447
 AB2447  STATE/COUNTY-  OH/ATHENS
 AB2447  USGS QUAD   -  THE PLAINS (1995)
 AB2447
 AB2447                         *CURRENT SURVEY CONTROL
 AB2447  ___________________________________________________________________
 AB2447* NAD 83(1995)-  39 20 36.21835(N)    082 09 06.97776(W)     ADJUSTED  
 AB2447* NAVD 88     -       273.0    (meters)     896.     (feet)  GPS OBS   
 AB2447  ___________________________________________________________________
 AB2447  X           -     674,462.603 (meters)                     COMP
 AB2447  Y           -  -4,893,167.272 (meters)                     COMP
 AB2447  Z           -   4,022,023.644 (meters)                     COMP
 AB2447  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AB2447  ELLIP HEIGHT-         238.85  (meters)          (10/07/05) GPS OBS
 AB2447  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 AB2447
 AB2447  HORZ ORDER  -  FIRST
 AB2447  ELLP ORDER  -  FOURTH    CLASS I
 AB2447
 AB2447.The horizontal coordinates were established by GPS observations
 AB2447.and adjusted by the National Geodetic Survey in April 1998..
 AB2447
 AB2447.The orthometric height was determined by GPS observations and a
 AB2447.high-resolution geoid model.
 AB2447
 AB2447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2447
 AB2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2447
 AB2447.The ellipsoidal height was determined by GPS observations
 AB2447.and is referenced to NAD 83.
 AB2447
 AB2447.The geoid height was determined by GEOID03.
 AB2447
 AB2447;                    North         East     Units Scale Factor Converg.
 AB2447;SPC OH S     -   149,192.225   630,003.063   MT  0.99993616   +0 13 15.1
 AB2447;UTM  17      - 4,355,517.175   400,734.262   MT  0.99972132   -0 43 49.3
 AB2447
 AB2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2447!SPC OH S     -   0.99996253  x   0.99993616  =   0.99989869
 AB2447!UTM  17      -   0.99996253  x   0.99972132  =   0.99968386
 AB2447
 AB2447                          SUPERSEDED SURVEY CONTROL
 AB2447
 AB2447  ELLIP H (04/01/98)  238.87   (m)                       GP(       ) 4 1
 AB2447  NAD 83(1986)-  39 20 36.22064(N)    082 09 06.98105(W) AD(       ) 1
 AB2447
 AB2447.Superseded values are not recommended for survey control.
 AB2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2447.See file dsdata.txt to determine how the superseded data were derived.
 AB2447
 AB2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0073455517(NAD 83)
 AB2447_MARKER: DG = GRAVITY STATION DISK
 AB2447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2447_STAMPING: 18 1995
 AB2447_MARK LOGO: ATHCE 
 AB2447_PROJECTION: FLUSH
 AB2447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2447+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2447_ROD/PIPE-DEPTH: 1    meters
 AB2447
 AB2447  HISTORY     - Date     Condition        Report By
 AB2447  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2447
 AB2447                          STATION DESCRIPTION
 AB2447
 AB2447'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2447'IN ATHENS COUNTY, OHIO, ATHENS TOWNSHIP, STATION IS LOCATED IN WEST
 AB2447'R/W OF C.R.  22 JUST NORTH OF GAS LINE CROSSING, ABOUT 1.2 MI.
 AB2447'NORTHWEST OF INTERSECTION WITH S.R.  682.  SET ABOUT 14 FT.NORTH OF A
 AB2447'TELEPHONE POLE IN THE WEST R/W AND 25 FT.WEST OF A PK SET IN THE
 AB2447'CENTERLINE OF THE ROAD.  STATION IS FLUSH WITH THE GROUND.  A STATION
 AB2447'SKETCH IS AVAILABLE THROUGH THE ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6757 ***********************************************************************
 AI6757  DESIGNATION -  18
 AI6757  PID         -  AI6757
 AI6757  STATE/COUNTY-  OH/CLINTON
 AI6757  USGS QUAD   -  WILMINGTON (1979)
 AI6757
 AI6757                         *CURRENT SURVEY CONTROL
 AI6757  ___________________________________________________________________
 AI6757* NAD 83(1995)-  39 27 15.90989(N)    083 51 35.48631(W)     ADJUSTED  
 AI6757* NAVD 88     -       311.2    (meters)    1021.     (feet)  GPS OBS   
 AI6757  ___________________________________________________________________
 AI6757  X           -     527,491.468 (meters)                     COMP
 AI6757  Y           -  -4,903,346.545 (meters)                     COMP
 AI6757  Z           -   4,031,574.219 (meters)                     COMP
 AI6757  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 AI6757  ELLIP HEIGHT-         278.28  (meters)          (10/07/05) GPS OBS
 AI6757  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AI6757
 AI6757  HORZ ORDER  -  FIRST
 AI6757  ELLP ORDER  -  THIRD     CLASS II
 AI6757
 AI6757.The horizontal coordinates were established by GPS observations
 AI6757.and adjusted by the National Geodetic Survey in August 2000..
 AI6757
 AI6757.The orthometric height was determined by GPS observations and a
 AI6757.high-resolution geoid model.
 AI6757
 AI6757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6757
 AI6757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6757
 AI6757.The ellipsoidal height was determined by GPS observations
 AI6757.and is referenced to NAD 83.
 AI6757
 AI6757.The geoid height was determined by GEOID03.
 AI6757
 AI6757;                    North         East     Units Scale Factor Converg.
 AI6757;SPC OH S     -   162,341.238   482,969.501   MT  0.99993665   -0 51 46.3
 AI6757;UTM  17      - 4,371,110.213   253,931.895   MT  1.00034556   -1 49 05.7
 AI6757
 AI6757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6757!SPC OH S     -   0.99995634  x   0.99993665  =   0.99989300
 AI6757!UTM  17      -   0.99995634  x   1.00034556  =   1.00030189
 AI6757
 AI6757|---------------------------------------------------------------------|
 AI6757| PID    Reference Object                     Distance      Geod. Az  |
 AI6757|                                                           dddmmss.s |
 AI6757| AI6787 18A                                 371.399 METERS 30533     |
 AI6757|---------------------------------------------------------------------|
 AI6757
 AI6757                          SUPERSEDED SURVEY CONTROL
 AI6757
 AI6757  ELLIP H (08/02/00)  278.34   (m)                       GP(       ) 3 2
 AI6757
 AI6757.Superseded values are not recommended for survey control.
 AI6757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6757.See file dsdata.txt to determine how the superseded data were derived.
 AI6757
 AI6757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5393271110(NAD 83)
 AI6757_MARKER: DD = SURVEY DISK
 AI6757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6757_STAMPING: GPS 18 2000
 AI6757_MARK LOGO: OH-027
 AI6757_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6757+STABILITY: SURFACE MOTION
 AI6757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6757+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6757
 AI6757  HISTORY     - Date     Condition        Report By
 AI6757  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6757
 AI6757                          STATION DESCRIPTION
 AI6757
 AI6757'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6757'THE STATION IS APPROXIMATELY 8.0 MI (12.9 KM) SOUTHWEST OF PORT
 AI6757'WILLIAM, 7.5 MI (12.1 KM) NORTHEAST OF CLARKSVILLE, AND 1.75 MI (2.82
 AI6757'KM) NORTHWEST OF WILMINGTON.  THE STATION IS ON THE NORTHEAST SIDE OF
 AI6757'SR 73 IN FRONT OF THE KINGDOM HALL OF JEHOVAH WITNESSES.
 AI6757'TO REACH THE STATION FROM THE US ROUTE 22/SR 3 AND SR 73 INTERSECTION
 AI6757'IN WILMINGTON, PROCEED NORTHWEST APPROXIMATELY 0.8 MI (1.3 KM) ALONG
 AI6757'SR 73 TO THE STATION ON THE RIGHT.
 AI6757'THE STATION IS APPROXIMATELY 24.38 M (79.99 FT) NORTHWEST OF THE
 AI6757'CENTERLINE OF THE CHURCH ENTRANCE ROAD, 8.98 M (29.46 FT) WEST OF THE
 AI6757'CHURCH SIGN, 8.00 M (26.25 FT) NORTHEAST OF THE CENTERLINE TO SR 73,
 AI6757'AND 6.47 M (21.23 FT) SOUTHEAST OF UTILITY POLE NO.  12.  THE STATION
 AI6757'IS A STANDARD CLINTON COUNTY DISK SET IN A ROUND CONCRETE MONUMENT AND
 AI6757'STAMPED--GPS 18 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL FO THE
 AI6757'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2296 ***********************************************************************
 KZ2296  DESIGNATION -  18 0019
 KZ2296  PID         -  KZ2296
 KZ2296  STATE/COUNTY-  OH/DELAWARE
 KZ2296  USGS QUAD   -  WALDO (1984)
 KZ2296
 KZ2296                         *CURRENT SURVEY CONTROL
 KZ2296  ___________________________________________________________________
 KZ2296* NAD 83(1995)-  40 22 50.98907(N)    083 06 04.83913(W)     ADJUSTED  
 KZ2296* NAVD 88     -       293.4    (meters)     963.     (feet)  GPS OBS   
 KZ2296  ___________________________________________________________________
 KZ2296  X           -     584,426.438 (meters)                     COMP
 KZ2296  Y           -  -4,830,390.025 (meters)                     COMP
 KZ2296  Z           -   4,110,456.550 (meters)                     COMP
 KZ2296  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 KZ2296  ELLIP HEIGHT-         259.35  (meters)          (10/07/05) GPS OBS
 KZ2296  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KZ2296
 KZ2296  HORZ ORDER  -  FIRST
 KZ2296  ELLP ORDER  -  FOURTH    CLASS I
 KZ2296
 KZ2296.The horizontal coordinates were established by GPS observations
 KZ2296.and adjusted by the National Geodetic Survey in April 1998..
 KZ2296
 KZ2296.The orthometric height was determined by GPS observations and a
 KZ2296.high-resolution geoid model.
 KZ2296
 KZ2296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2296
 KZ2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2296
 KZ2296.The ellipsoidal height was determined by GPS observations
 KZ2296.and is referenced to NAD 83.
 KZ2296
 KZ2296.The geoid height was determined by GEOID03.
 KZ2296
 KZ2296;                    North         East     Units Scale Factor Converg.
 KZ2296;SPC OH N     -    79,481.992   548,935.177   MT  1.00001047   -0 23 42.2
 KZ2296;UTM  17      - 4,472,146.739   321,623.816   MT  0.99999168   -1 21 42.3
 KZ2296
 KZ2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2296!SPC OH N     -   0.99995932  x   1.00001047  =   0.99996979
 KZ2296!UTM  17      -   0.99995932  x   0.99999168  =   0.99995100
 KZ2296
 KZ2296:                Primary Azimuth Mark                     Grid Az
 KZ2296:SPC OH N     -  18 0020                                  094 48 49.8
 KZ2296:UTM  17      -  18 0020                                  095 46 49.9
 KZ2296
 KZ2296|---------------------------------------------------------------------|
 KZ2296| PID    Reference Object                     Distance      Geod. Az  |
 KZ2296|                                                           dddmmss.s |
 KZ2296| KZ2297 18 0020                             APPROX. 0.8 KM 0942507.6 |
 KZ2296|---------------------------------------------------------------------|
 KZ2296
 KZ2296                          SUPERSEDED SURVEY CONTROL
 KZ2296
 KZ2296  ELLIP H (04/01/98)  259.38   (m)                       GP(       ) 4 1
 KZ2296  NAD 83(1986)-  40 22 50.99584(N)    083 06 04.84750(W) AD(       ) 1
 KZ2296
 KZ2296.Superseded values are not recommended for survey control.
 KZ2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2296.See file dsdata.txt to determine how the superseded data were derived.
 KZ2296
 KZ2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2162472147(NAD 83)
 KZ2296_MARKER: DE = TRAVERSE STATION DISK
 KZ2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2296_SP_SET: CONCRETE POST
 KZ2296_STAMPING: DELAWARE COUNTY ENGINEER 18-0019 1991
 KZ2296_MARK LOGO: DCE   
 KZ2296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2296+STABILITY: SURFACE MOTION
 KZ2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2296+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2296
 KZ2296  HISTORY     - Date     Condition        Report By
 KZ2296  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2296
 KZ2296                          STATION DESCRIPTION
 KZ2296
 KZ2296'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2296'STATION IS LOCATED ON THE NORTH SIDE OF TROUTMAN ROAD, 30.7 FT
 KZ2296'(9.4 M) SOUTHEAST OF CENTERLINE OF TROY ROAD, 4.5 FT (1.4 M) NORTH OF
 KZ2296'NORTH EDGE OF PAVEMENT OF SAID TROUTMAN ROAD, 10.8 FT (3.3 M)
 KZ2296'SOUTHEAST OF POLE ON THE NORTH SIDE OF SAID ROAD AND 59.0 FT (18.0 M)
 KZ2296'NORTHWEST OF POLE ON THE SOUTH SIDE OF SAID ROAD.
 KZ2296'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2296'S.R. 37 FOR 1.20 MI (1.93 KM) TO TROY ROAD. TURN RIGHT ON TROY ROAD
 KZ2296'FOR 5.28 MI (8.50 KM) TO TROUTMAN ROAD TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2297 ***********************************************************************
 KZ2297  DESIGNATION -  18 0020
 KZ2297  PID         -  KZ2297
 KZ2297  STATE/COUNTY-  OH/DELAWARE
 KZ2297  USGS QUAD   -  WALDO (1984)
 KZ2297
 KZ2297                         *CURRENT SURVEY CONTROL
 KZ2297  ___________________________________________________________________
 KZ2297* NAD 83(1995)-  40 22 48.96698(N)    083 05 30.64559(W)     ADJUSTED  
 KZ2297* NAVD 88     -       290.7    (meters)     954.     (feet)  GPS OBS   
 KZ2297  ___________________________________________________________________
 KZ2297  X           -     585,231.803 (meters)                     COMP
 KZ2297  Y           -  -4,830,331.173 (meters)                     COMP
 KZ2297  Z           -   4,110,407.307 (meters)                     COMP
 KZ2297  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 KZ2297  ELLIP HEIGHT-         256.68  (meters)          (10/07/05) GPS OBS
 KZ2297  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KZ2297
 KZ2297  HORZ ORDER  -  FIRST
 KZ2297  ELLP ORDER  -  FOURTH    CLASS I
 KZ2297
 KZ2297.The horizontal coordinates were established by GPS observations
 KZ2297.and adjusted by the National Geodetic Survey in April 1998..
 KZ2297
 KZ2297.The orthometric height was determined by GPS observations and a
 KZ2297.high-resolution geoid model.
 KZ2297
 KZ2297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2297
 KZ2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2297
 KZ2297.The ellipsoidal height was determined by GPS observations
 KZ2297.and is referenced to NAD 83.
 KZ2297
 KZ2297.The geoid height was determined by GEOID03.
 KZ2297
 KZ2297;                    North         East     Units Scale Factor Converg.
 KZ2297;SPC OH N     -    79,414.104   549,741.308   MT  1.00001059   -0 23 19.7
 KZ2297;UTM  17      - 4,472,065.261   322,428.670   MT  0.99998815   -1 21 20.1
 KZ2297
 KZ2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2297!SPC OH N     -   0.99995974  x   1.00001059  =   0.99997033
 KZ2297!UTM  17      -   0.99995974  x   0.99998815  =   0.99994789
 KZ2297
 KZ2297:                Primary Azimuth Mark                     Grid Az
 KZ2297:SPC OH N     -  18 0019                                  274 48 49.4
 KZ2297:UTM  17      -  18 0019                                  275 46 49.8
 KZ2297
 KZ2297|---------------------------------------------------------------------|
 KZ2297| PID    Reference Object                     Distance      Geod. Az  |
 KZ2297|                                                           dddmmss.s |
 KZ2297| KZ2296 18 0019                             APPROX. 0.8 KM 2742529.7 |
 KZ2297|---------------------------------------------------------------------|
 KZ2297
 KZ2297                          SUPERSEDED SURVEY CONTROL
 KZ2297
 KZ2297  ELLIP H (04/01/98)  256.70   (m)                       GP(       ) 4 1
 KZ2297  NAD 83(1986)-  40 22 48.97386(N)    083 05 30.65399(W) AD(       ) 1
 KZ2297
 KZ2297.Superseded values are not recommended for survey control.
 KZ2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2297.See file dsdata.txt to determine how the superseded data were derived.
 KZ2297
 KZ2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2242972065(NAD 83)
 KZ2297_MARKER: DE = TRAVERSE STATION DISK
 KZ2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2297_SP_SET: CONCRETE POST
 KZ2297_STAMPING: DELAWARE COUNTY ENGINEER 18-0020 1991
 KZ2297_MARK LOGO: DCE   
 KZ2297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2297+STABILITY: SURFACE MOTION
 KZ2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2297+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2297
 KZ2297  HISTORY     - Date     Condition        Report By
 KZ2297  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2297
 KZ2297                          STATION DESCRIPTION
 KZ2297
 KZ2297'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2297'STATION IS LOCATED ON THE NORTHWEST CORNER OF TROUTMAN ROAD AND MILLER
 KZ2297'ROAD, 9.7 FT (3.0 M) NORTH OF CENTERLINE OF TROUTMAN ROAD, 39.0 FT
 KZ2297'(11.9 M) WEST OF CENTERLINE OF MILLER ROAD AND 43.7 FT (13.3 M)
 KZ2297'NORTHWEST OF A ROAD NAME SIGN ON THE SOUTH SIDE OF TROUTMAN ROAD.
 KZ2297'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2297'S.R. 37 FOR 1.20 MI (1.93 KM) TO TROY ROAD. TURN RIGHT ON TROY ROAD
 KZ2297'FOR 5.28 MI (8.50 KM) TO TROUTMAN ROAD. TURN RIGHT ON TROUTMAN ROAD
 KZ2297'FOR 0.48 MI (0.77 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2298 ***********************************************************************
 KZ2298  DESIGNATION -  18 0021
 KZ2298  PID         -  KZ2298
 KZ2298  STATE/COUNTY-  OH/DELAWARE
 KZ2298  USGS QUAD   -  DELAWARE (1973)
 KZ2298
 KZ2298                         *CURRENT SURVEY CONTROL
 KZ2298  ___________________________________________________________________
 KZ2298* NAD 83(1995)-  40 22 18.12479(N)    083 01 51.65177(W)     ADJUSTED  
 KZ2298* NAVD 88     -       291.8    (meters)     957.     (feet)  GPS OBS   
 KZ2298  ___________________________________________________________________
 KZ2298  X           -     590,434.769 (meters)                     COMP
 KZ2298  Y           -  -4,830,319.661 (meters)                     COMP
 KZ2298  Z           -   4,109,683.247 (meters)                     COMP
 KZ2298  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 KZ2298  ELLIP HEIGHT-         257.76  (meters)          (10/07/05) GPS OBS
 KZ2298  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KZ2298
 KZ2298  HORZ ORDER  -  FIRST
 KZ2298  ELLP ORDER  -  FOURTH    CLASS I
 KZ2298
 KZ2298.The horizontal coordinates were established by GPS observations
 KZ2298.and adjusted by the National Geodetic Survey in April 1998..
 KZ2298
 KZ2298.The orthometric height was determined by GPS observations and a
 KZ2298.high-resolution geoid model.
 KZ2298
 KZ2298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2298
 KZ2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2298
 KZ2298.The ellipsoidal height was determined by GPS observations
 KZ2298.and is referenced to NAD 83.
 KZ2298
 KZ2298.The geoid height was determined by GEOID03.
 KZ2298
 KZ2298;                    North         East     Units Scale Factor Converg.
 KZ2298;SPC OH N     -    78,429.531   554,901.180   MT  1.00001238   -0 20 55.9
 KZ2298;UTM  17      - 4,470,993.794   327,571.015   MT  0.99996600   -1 18 57.2
 KZ2298
 KZ2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2298!SPC OH N     -   0.99995957  x   1.00001238  =   0.99997195
 KZ2298!UTM  17      -   0.99995957  x   0.99996600  =   0.99992557
 KZ2298
 KZ2298:                Primary Azimuth Mark                     Grid Az
 KZ2298:SPC OH N     -  18 0022                                  338 09 05.4
 KZ2298:UTM  17      -  18 0022                                  339 07 06.7
 KZ2298
 KZ2298|---------------------------------------------------------------------|
 KZ2298| PID    Reference Object                     Distance      Geod. Az  |
 KZ2298|                                                           dddmmss.s |
 KZ2298| KZ2299 18 0022                             APPROX. 0.8 KM 3374809.5 |
 KZ2298|---------------------------------------------------------------------|
 KZ2298
 KZ2298                          SUPERSEDED SURVEY CONTROL
 KZ2298
 KZ2298  ELLIP H (04/01/98)  257.77   (m)                       GP(       ) 4 1
 KZ2298  NAD 83(1986)-  40 22 18.13170(N)    083 01 51.66022(W) AD(       ) 1
 KZ2298
 KZ2298.Superseded values are not recommended for survey control.
 KZ2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2298.See file dsdata.txt to determine how the superseded data were derived.
 KZ2298
 KZ2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2757170994(NAD 83)
 KZ2298_MARKER: DE = TRAVERSE STATION DISK
 KZ2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2298_SP_SET: CONCRETE POST
 KZ2298_STAMPING: DELAWARE COUNTY ENGINEER 18-0021 1991
 KZ2298_MARK LOGO: DCE   
 KZ2298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2298+STABILITY: SURFACE MOTION
 KZ2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2298+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 KZ2298
 KZ2298  HISTORY     - Date     Condition        Report By
 KZ2298  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2298  HISTORY     - 20050212 GOOD             USPSQD
 KZ2298
 KZ2298                          STATION DESCRIPTION
 KZ2298
 KZ2298'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2298'STATION IS LOCATED ON THE SOUTHEAST CORNER OF HORSESHOE ROAD AND
 KZ2298'WHIPPIE ROAD, 13.5 FT (4.1 M) EAST OF CENTERLINE OF HORSESHOE ROAD,
 KZ2298'59.0 FT (18.0 M) SOUTH OF CENTERLINE OF WHIPPIE ROAD AND 30.2 FT
 KZ2298'(9.2 M) SOUTHWEST OF A ROAD NAME SIGN ON THE SOUTHEAST CORNER OF THE
 KZ2298'INTERSECTION OF SAID ROADS.
 KZ2298'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2298'S.R. 37 FOR 0.57 MI (0.92 KM) TO U.S. HWY 42. TURN LEFT ON U.S. HWY
 KZ2298'42 FOR 0.76 MI (1.22 KM) TO HORSESHOE ROAD. TURN LEFT ON HORSESHOE
 KZ2298'ROAD FOR 4.33 MI (6.97 KM) TO THE STATION.
 KZ2298
 KZ2298                          STATION RECOVERY (2005)
 KZ2298
 KZ2298'RECOVERY NOTE BY US POWER SQUADRON 2005
 KZ2298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2299 ***********************************************************************
 KZ2299  DESIGNATION -  18 0022
 KZ2299  PID         -  KZ2299
 KZ2299  STATE/COUNTY-  OH/DELAWARE
 KZ2299  USGS QUAD   -  WALDO (1984)
 KZ2299
 KZ2299                         *CURRENT SURVEY CONTROL
 KZ2299  ___________________________________________________________________
 KZ2299* NAD 83(1995)-  40 22 41.08508(N)    083 02 03.90227(W)     ADJUSTED  
 KZ2299* NAVD 88     -       288.4    (meters)     946.     (feet)  GPS OBS   
 KZ2299  ___________________________________________________________________
 KZ2299  X           -     590,091.935 (meters)                     COMP
 KZ2299  Y           -  -4,829,896.771 (meters)                     COMP
 KZ2299  Z           -   4,110,220.615 (meters)                     COMP
 KZ2299  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 KZ2299  ELLIP HEIGHT-         254.39  (meters)          (10/07/05) GPS OBS
 KZ2299  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KZ2299
 KZ2299  HORZ ORDER  -  FIRST
 KZ2299  ELLP ORDER  -  FOURTH    CLASS I
 KZ2299
 KZ2299.The horizontal coordinates were established by GPS observations
 KZ2299.and adjusted by the National Geodetic Survey in April 1998..
 KZ2299
 KZ2299.The orthometric height was determined by GPS observations and a
 KZ2299.high-resolution geoid model.
 KZ2299
 KZ2299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2299
 KZ2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2299
 KZ2299.The ellipsoidal height was determined by GPS observations
 KZ2299.and is referenced to NAD 83.
 KZ2299
 KZ2299.The geoid height was determined by GEOID03.
 KZ2299
 KZ2299;                    North         East     Units Scale Factor Converg.
 KZ2299;SPC OH N     -    79,139.500   554,616.515   MT  1.00001104   -0 21 03.9
 KZ2299;UTM  17      - 4,471,708.434   327,298.386   MT  0.99996715   -1 19 05.8
 KZ2299
 KZ2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2299!SPC OH N     -   0.99996010  x   1.00001104  =   0.99997113
 KZ2299!UTM  17      -   0.99996010  x   0.99996715  =   0.99992725
 KZ2299
 KZ2299:                Primary Azimuth Mark                     Grid Az
 KZ2299:SPC OH N     -  18 0021                                  158 09 05.4
 KZ2299:UTM  17      -  18 0021                                  159 07 07.3
 KZ2299
 KZ2299|---------------------------------------------------------------------|
 KZ2299| PID    Reference Object                     Distance      Geod. Az  |
 KZ2299|                                                           dddmmss.s |
 KZ2299| KZ2298 18 0021                             APPROX. 0.8 KM 1574801.5 |
 KZ2299|---------------------------------------------------------------------|
 KZ2299
 KZ2299                          SUPERSEDED SURVEY CONTROL
 KZ2299
 KZ2299  ELLIP H (04/01/98)  254.40   (m)                       GP(       ) 4 1
 KZ2299  NAD 83(1986)-  40 22 41.09199(N)    083 02 03.91072(W) AD(       ) 1
 KZ2299
 KZ2299.Superseded values are not recommended for survey control.
 KZ2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2299.See file dsdata.txt to determine how the superseded data were derived.
 KZ2299
 KZ2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2729871708(NAD 83)
 KZ2299_MARKER: DE = TRAVERSE STATION DISK
 KZ2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2299_SP_SET: CONCRETE POST
 KZ2299_STAMPING: DELAWARE COUNTY ENGINEER 18-0022 1991
 KZ2299_MARK LOGO: DCE   
 KZ2299_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2299+STABILITY: SURFACE MOTION
 KZ2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2299+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2299
 KZ2299  HISTORY     - Date     Condition        Report By
 KZ2299  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2299
 KZ2299                          STATION DESCRIPTION
 KZ2299
 KZ2299'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2299'STATION IS LOCATED ON THE WEST SIDE OF HORSESHOE ROAD, 0.45 MI
 KZ2299'(0.72 KM) NORTH OF WHIPPIE ROAD, 30.7 FT (9.4 M) SOUTHWEST OF A MAIL
 KZ2299'BOX ON THE EAST SIDE OF HORSESHOE ROAD, 2.5 FT (0.8 M) WEST OF THE
 KZ2299'WEST EDGE OF PAVEMENT OF SAID ROAD, 160.8 FT (49.0 M) SOUTHEAST OF
 KZ2299'CENTERLINE PIPE.
 KZ2299'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2299'S.R. 37 FOR 0.57 MI (0.92 KM) TO U.S. HWY 42. TURN LEFT ON U.S. HWY
 KZ2299'42 FOR 0.76 MI (1.22 KM) TO HORSESHOE ROAD. TURN LEFT ON HORSESHOE
 KZ2299'ROAD FOR 4.87 MI (7.84 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2300 ***********************************************************************
 KZ2300  DESIGNATION -  18 0023
 KZ2300  PID         -  KZ2300
 KZ2300  STATE/COUNTY-  OH/DELAWARE
 KZ2300  USGS QUAD   -  DELAWARE (1973)
 KZ2300
 KZ2300                         *CURRENT SURVEY CONTROL
 KZ2300  ___________________________________________________________________
 KZ2300* NAD 83(1995)-  40 20 07.56421(N)    083 07 06.50477(W)     ADJUSTED  
 KZ2300* NAVD 88     -       290.9    (meters)     954.     (feet)  GPS OBS   
 KZ2300  ___________________________________________________________________
 KZ2300  X           -     583,373.203 (meters)                     COMP
 KZ2300  Y           -  -4,833,803.520 (meters)                     COMP
 KZ2300  Z           -   4,106,613.626 (meters)                     COMP
 KZ2300  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 KZ2300  ELLIP HEIGHT-         256.87  (meters)          (10/07/05) GPS OBS
 KZ2300  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KZ2300
 KZ2300  HORZ ORDER  -  FIRST
 KZ2300  ELLP ORDER  -  FOURTH    CLASS I
 KZ2300
 KZ2300.The horizontal coordinates were established by GPS observations
 KZ2300.and adjusted by the National Geodetic Survey in April 1998..
 KZ2300
 KZ2300.The orthometric height was determined by GPS observations and a
 KZ2300.high-resolution geoid model.
 KZ2300
 KZ2300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2300
 KZ2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2300
 KZ2300.The ellipsoidal height was determined by GPS observations
 KZ2300.and is referenced to NAD 83.
 KZ2300
 KZ2300.The geoid height was determined by GEOID03.
 KZ2300
 KZ2300;                    North         East     Units Scale Factor Converg.
 KZ2300;SPC OH N     -    74,451.395   547,444.869   MT  1.00002019   -0 24 22.7
 KZ2300;UTM  17      - 4,467,142.083   320,048.941   MT  0.99999863   -1 22 17.7
 KZ2300
 KZ2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2300!SPC OH N     -   0.99995971  x   1.00002019  =   0.99997990
 KZ2300!UTM  17      -   0.99995971  x   0.99999863  =   0.99995834
 KZ2300
 KZ2300:                Primary Azimuth Mark                     Grid Az
 KZ2300:SPC OH N     -  18 0024                                  106 10 14.1
 KZ2300:UTM  17      -  18 0024                                  107 08 09.1
 KZ2300
 KZ2300|---------------------------------------------------------------------|
 KZ2300| PID    Reference Object                     Distance      Geod. Az  |
 KZ2300|                                                           dddmmss.s |
 KZ2300| KZ2301 18 0024                             APPROX. 0.5 KM 1054551.4 |
 KZ2300|---------------------------------------------------------------------|
 KZ2300
 KZ2300                          SUPERSEDED SURVEY CONTROL
 KZ2300
 KZ2300  ELLIP H (04/01/98)  256.89   (m)                       GP(       ) 4 1
 KZ2300  NAD 83(1986)-  40 20 07.57164(N)    083 07 06.51327(W) AD(       ) 1
 KZ2300
 KZ2300.Superseded values are not recommended for survey control.
 KZ2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2300.See file dsdata.txt to determine how the superseded data were derived.
 KZ2300
 KZ2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2004967142(NAD 83)
 KZ2300_MARKER: DE = TRAVERSE STATION DISK
 KZ2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2300_SP_SET: CONCRETE POST
 KZ2300_STAMPING: DELAWARE COUNTY ENGINEER 18-0023 1991
 KZ2300_MARK LOGO: DCE   
 KZ2300_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2300+STABILITY: SURFACE MOTION
 KZ2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2300+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2300
 KZ2300  HISTORY     - Date     Condition        Report By
 KZ2300  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2300
 KZ2300                          STATION DESCRIPTION
 KZ2300
 KZ2300'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2300'STATION IS LOCATED ON THE SOUTHWEST SIDE OF HILLS-MILLER ROAD, 12.6 FT
 KZ2300'(3.8 M) SOUTHEAST OF THE SOUTH EDGE OF HILLS-MILLER ROAD, 161.0 FT
 KZ2300'(49.1 M) SOUTHEAST OF POLE ON THE NORTHWEST SIDE OF HILLS-MILLER ROAD
 KZ2300'AND 88.0 FT (26.8 M) EAST OF A MAIL BOX ON THE SOUTH SIDE OF SAID
 KZ2300'ROAD.
 KZ2300'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2300'S.R. 37 FOR 1.20 MI (1.93 KM) TO TROY ROAD. TURN RIGHT ON TROY ROAD
 KZ2300'FOR 1.98 MI (3.19 KM) TO HILLS-MILLER ROAD. TURN LEFT ON HILLS-MILLER
 KZ2300'ROAD FOR 1.00 MI (1.61 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2301 ***********************************************************************
 KZ2301  DESIGNATION -  18 0024
 KZ2301  PID         -  KZ2301
 KZ2301  STATE/COUNTY-  OH/DELAWARE
 KZ2301  USGS QUAD   -  DELAWARE (1973)
 KZ2301
 KZ2301                         *CURRENT SURVEY CONTROL
 KZ2301  ___________________________________________________________________
 KZ2301* NAD 83(1995)-  40 20 02.76703(N)    083 06 44.30183(W)     ADJUSTED  
 KZ2301* NAVD 88     -       294.0    (meters)     965.     (feet)  GPS OBS   
 KZ2301  ___________________________________________________________________
 KZ2301  X           -     583,905.296 (meters)                     COMP
 KZ2301  Y           -  -4,833,838.150 (meters)                     COMP
 KZ2301  Z           -   4,106,502.855 (meters)                     COMP
 KZ2301  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 KZ2301  ELLIP HEIGHT-         260.00  (meters)          (10/07/05) GPS OBS
 KZ2301  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KZ2301
 KZ2301  HORZ ORDER  -  FIRST
 KZ2301  ELLP ORDER  -  FOURTH    CLASS I
 KZ2301
 KZ2301.The horizontal coordinates were established by GPS observations
 KZ2301.and adjusted by the National Geodetic Survey in April 1998..
 KZ2301
 KZ2301.The orthometric height was determined by GPS observations and a
 KZ2301.high-resolution geoid model.
 KZ2301
 KZ2301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2301
 KZ2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2301
 KZ2301.The ellipsoidal height was determined by GPS observations
 KZ2301.and is referenced to NAD 83.
 KZ2301
 KZ2301.The geoid height was determined by GEOID03.
 KZ2301
 KZ2301;                    North         East     Units Scale Factor Converg.
 KZ2301;SPC OH N     -    74,299.730   547,967.907   MT  1.00002049   -0 24 08.1
 KZ2301;UTM  17      - 4,466,981.632   320,569.337   MT  0.99999633   -1 22 03.1
 KZ2301
 KZ2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2301!SPC OH N     -   0.99995921  x   1.00002049  =   0.99997970
 KZ2301!UTM  17      -   0.99995921  x   0.99999633  =   0.99995555
 KZ2301
 KZ2301:                Primary Azimuth Mark                     Grid Az
 KZ2301:SPC OH N     -  18 0023                                  286 10 13.9
 KZ2301:UTM  17      -  18 0023                                  287 08 08.9
 KZ2301
 KZ2301|---------------------------------------------------------------------|
 KZ2301| PID    Reference Object                     Distance      Geod. Az  |
 KZ2301|                                                           dddmmss.s |
 KZ2301| KZ2300 18 0023                             APPROX. 0.5 KM 2854605.8 |
 KZ2301|---------------------------------------------------------------------|
 KZ2301
 KZ2301                          SUPERSEDED SURVEY CONTROL
 KZ2301
 KZ2301  ELLIP H (04/01/98)  260.02   (m)                       GP(       ) 4 1
 KZ2301  NAD 83(1986)-  40 20 02.77445(N)    083 06 44.31035(W) AD(       ) 1
 KZ2301
 KZ2301.Superseded values are not recommended for survey control.
 KZ2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2301.See file dsdata.txt to determine how the superseded data were derived.
 KZ2301
 KZ2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2056966982(NAD 83)
 KZ2301_MARKER: DE = TRAVERSE STATION DISK
 KZ2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2301_SP_SET: CONCRETE POST
 KZ2301_STAMPING: DELAWARE COUNTY ENGINEER 18-0024 1991
 KZ2301_MARK LOGO: DCE   
 KZ2301_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2301+STABILITY: SURFACE MOTION
 KZ2301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2301+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2301
 KZ2301  HISTORY     - Date     Condition        Report By
 KZ2301  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2301
 KZ2301                          STATION DESCRIPTION
 KZ2301
 KZ2301'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2301'STATION IS LOCATED ON THE SOUTH SIDE OF HILLS-MILLER ROAD, O.60 MI FT
 KZ2301'WEST OF TROY, 7.4 FT (2.3 M) SOUTH OF SOUTH EDGE OF PAVEMENT OF SAID
 KZ2301'HILLS-MILLER ROAD, 13.5 FT (4.1 M) SOUTHEAST OF END OF A PLASTIC PIPE
 KZ2301'ON THE SOUTH SIDE OF SAID ROAD AND 103.7 FT (31.6 M) SOUTHWEST OF
 KZ2301'POLE ON THE NORTH SIDE OF SAID ROAD.
 KZ2301'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED WEST ALONG
 KZ2301'S.R. 37 FOR 1.20 MI (1.93 KM) TO TROY ROAD. TURN RIGHT ON TROY ROAD
 KZ2301'FOR 1.98 MI (3.19 KM) TO HILLS-MILLER ROAD. TURN LEFT ON HILLS-MILLER
 KZ2301'ROAD FOR 0.60 MI (0.97 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2302 ***********************************************************************
 KZ2302  DESIGNATION -  18 0025
 KZ2302  PID         -  KZ2302
 KZ2302  STATE/COUNTY-  OH/DELAWARE
 KZ2302  USGS QUAD   -  DELAWARE (1973)
 KZ2302
 KZ2302                         *CURRENT SURVEY CONTROL
 KZ2302  ___________________________________________________________________
 KZ2302* NAD 83(1995)-  40 19 54.63684(N)    083 04 24.26651(W)     ADJUSTED  
 KZ2302* NAVD 88     -       278.4    (meters)     913.     (feet)  GPS OBS   
 KZ2302  ___________________________________________________________________
 KZ2302  X           -     587,205.049 (meters)                     COMP
 KZ2302  Y           -  -4,833,589.979 (meters)                     COMP
 KZ2302  Z           -   4,106,301.620 (meters)                     COMP
 KZ2302  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 KZ2302  ELLIP HEIGHT-         244.45  (meters)          (10/07/05) GPS OBS
 KZ2302  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KZ2302
 KZ2302  HORZ ORDER  -  FIRST
 KZ2302  ELLP ORDER  -  FOURTH    CLASS I
 KZ2302
 KZ2302.The horizontal coordinates were established by GPS observations
 KZ2302.and adjusted by the National Geodetic Survey in April 1998..
 KZ2302
 KZ2302.The orthometric height was determined by GPS observations and a
 KZ2302.high-resolution geoid model.
 KZ2302
 KZ2302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2302
 KZ2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2302
 KZ2302.The ellipsoidal height was determined by GPS observations
 KZ2302.and is referenced to NAD 83.
 KZ2302
 KZ2302.The geoid height was determined by GEOID03.
 KZ2302
 KZ2302;                    North         East     Units Scale Factor Converg.
 KZ2302;SPC OH N     -    74,026.487   551,271.714   MT  1.00002099   -0 22 36.1
 KZ2302;UTM  17      - 4,466,652.772   323,867.967   MT  0.99998189   -1 20 32.2
 KZ2302
 KZ2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2302!SPC OH N     -   0.99996165  x   1.00002099  =   0.99998264
 KZ2302!UTM  17      -   0.99996165  x   0.99998189  =   0.99994354
 KZ2302
 KZ2302:                Primary Azimuth Mark                     Grid Az
 KZ2302:SPC OH N     -  18 0026                                  352 23 52.3
 KZ2302:UTM  17      -  18 0026                                  353 21 48.4
 KZ2302
 KZ2302|---------------------------------------------------------------------|
 KZ2302| PID    Reference Object                     Distance      Geod. Az  |
 KZ2302|                                                           dddmmss.s |
 KZ2302| KZ2303 18 0026                             APPROX. 0.5 KM 3520116.2 |
 KZ2302|---------------------------------------------------------------------|
 KZ2302
 KZ2302                          SUPERSEDED SURVEY CONTROL
 KZ2302
 KZ2302  NAD 83(1986)-  40 19 54.64447(N)    083 04 24.27499(W) AD(       ) 1
 KZ2302
 KZ2302.Superseded values are not recommended for survey control.
 KZ2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2302.See file dsdata.txt to determine how the superseded data were derived.
 KZ2302
 KZ2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2386866653(NAD 83)
 KZ2302_MARKER: DE = TRAVERSE STATION DISK
 KZ2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2302_SP_SET: CONCRETE POST
 KZ2302_STAMPING: DELAWARE COUNTY ENGINEER 18-0025 1991
 KZ2302_MARK LOGO: DCE   
 KZ2302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2302+STABILITY: SURFACE MOTION
 KZ2302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2302+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2302
 KZ2302  HISTORY     - Date     Condition        Report By
 KZ2302  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2302
 KZ2302                          STATION DESCRIPTION
 KZ2302
 KZ2302'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2302'STATION IS LOCATED ON THE EAST SIDE OF U.S. HWY 23, SOUTH OF
 KZ2302'HILLS-MILLER ROAD, 2.3 FT (0.7 M) EAST OF A 3 FT. X 3 IN.
 KZ2302'CONCRETE ANCHOR SLAB AT THE NORTH END OF GUARD RAIL ON THE EAST
 KZ2302'SIDE OF U.S. HWY 23, 75.5 FT (23.0 M) SOUTHWEST OF A 24 IN.  WALNUT
 KZ2302'TREE AND 72.9 FT (22.2 M)SOUTHEAST OF A 3 IN. STEEL POST ON THE
 KZ2302'EAST SIDE OF SAID HIGHWAY.
 KZ2302'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2302'S.R. 37 FOR 0.18 MI (0.29 KM) TO U.S. HWY 23. TURN LEFT ON U.S.HWY 23
 KZ2302'FOR 2.10 MI (3.38 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2303 ***********************************************************************
 KZ2303  DESIGNATION -  18 0026
 KZ2303  PID         -  KZ2303
 KZ2303  STATE/COUNTY-  OH/DELAWARE
 KZ2303  USGS QUAD   -  DELAWARE (1973)
 KZ2303
 KZ2303                         *CURRENT SURVEY CONTROL
 KZ2303  ___________________________________________________________________
 KZ2303* NAD 83(1995)-  40 20 11.95431(N)    083 04 27.43844(W)     ADJUSTED  
 KZ2303* NAVD 88     -       280.2    (meters)     919.     (feet)  GPS OBS   
 KZ2303  ___________________________________________________________________
 KZ2303  X           -     587,089.193 (meters)                     COMP
 KZ2303  Y           -  -4,833,257.152 (meters)                     COMP
 KZ2303  Z           -   4,106,709.975 (meters)                     COMP
 KZ2303  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 KZ2303  ELLIP HEIGHT-         246.25  (meters)          (10/07/05) GPS OBS
 KZ2303  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KZ2303
 KZ2303  HORZ ORDER  -  FIRST
 KZ2303  ELLP ORDER  -  FOURTH    CLASS I
 KZ2303
 KZ2303.The horizontal coordinates were established by GPS observations
 KZ2303.and adjusted by the National Geodetic Survey in April 1998..
 KZ2303
 KZ2303.The orthometric height was determined by GPS observations and a
 KZ2303.high-resolution geoid model.
 KZ2303
 KZ2303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2303
 KZ2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2303
 KZ2303.The ellipsoidal height was determined by GPS observations
 KZ2303.and is referenced to NAD 83.
 KZ2303
 KZ2303.The geoid height was determined by GEOID03.
 KZ2303
 KZ2303;                    North         East     Units Scale Factor Converg.
 KZ2303;SPC OH N     -    74,561.132   551,200.357   MT  1.00001993   -0 22 38.2
 KZ2303;UTM  17      - 4,467,188.522   323,805.633   MT  0.99998216   -1 20 34.7
 KZ2303
 KZ2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2303!SPC OH N     -   0.99996137  x   1.00001993  =   0.99998130
 KZ2303!UTM  17      -   0.99996137  x   0.99998216  =   0.99994353
 KZ2303
 KZ2303:                Primary Azimuth Mark                     Grid Az
 KZ2303:SPC OH N     -  18 0025                                  172 23 52.4
 KZ2303:UTM  17      -  18 0025                                  173 21 48.9
 KZ2303
 KZ2303|---------------------------------------------------------------------|
 KZ2303| PID    Reference Object                     Distance      Geod. Az  |
 KZ2303|                                                           dddmmss.s |
 KZ2303| KZ2302 18 0025                             APPROX. 0.5 KM 1720114.2 |
 KZ2303|---------------------------------------------------------------------|
 KZ2303
 KZ2303                          SUPERSEDED SURVEY CONTROL
 KZ2303
 KZ2303  ELLIP H (04/01/98)  246.26   (m)                       GP(       ) 4 1
 KZ2303  NAD 83(1986)-  40 20 11.96194(N)    083 04 27.44692(W) AD(       ) 1
 KZ2303
 KZ2303.Superseded values are not recommended for survey control.
 KZ2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2303.See file dsdata.txt to determine how the superseded data were derived.
 KZ2303
 KZ2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2380667189(NAD 83)
 KZ2303_MARKER: DE = TRAVERSE STATION DISK
 KZ2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2303_SP_SET: CONCRETE POST
 KZ2303_STAMPING: DELAWARE COUNTY ENGINEER 18-0026 1991
 KZ2303_MARK LOGO: DCE   
 KZ2303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2303+STABILITY: SURFACE MOTION
 KZ2303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2303+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KZ2303
 KZ2303  HISTORY     - Date     Condition        Report By
 KZ2303  HISTORY     - 1991     MONUMENTED       WOOLPT
 KZ2303
 KZ2303                          STATION DESCRIPTION
 KZ2303
 KZ2303'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 KZ2303'STATION IS LOCATED ON THE SOUTHWEST CORNER OF INTERSECTION OF U.S. HWY
 KZ2303'23 AND CLEAR RUN ROAD, 66.4 FT (20.2 M) SOUTH OF CENTERLINE OF CLEAR
 KZ2303'RUN ROAD, 22.0 FT (6.7 M) NORTHWEST OF THE WEST EDGE OF SOUTH BOUND
 KZ2303'LANE OF U.S. HWY 23 AND 25.3 FT (7.7 M) NORTHEAST OF POLE ON THE WEST
 KZ2303'SIDE OF SAID HIGHWAY.
 KZ2303'TO REACH FROM THE COUNTY COURTHOUSE IN DELAWARE, PROCEED EAST ALONG
 KZ2303'S.R. 37 FOR 0.18 MI (0.29 KM) TO U.S. HWY 23. TURN LEFT ON U.S.HWY 23
 KZ2303'FOR 2.48 MI (3.99 KM) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3175 ***********************************************************************
 MB3175  DESIGNATION -  18 1 1 OM 726
 MB3175  PID         -  MB3175
 MB3175  STATE/COUNTY-  OH/CUYAHOGA
 MB3175  USGS QUAD   -  LAKEWOOD (1985)
 MB3175
 MB3175                         *CURRENT SURVEY CONTROL
 MB3175  ___________________________________________________________________
 MB3175* NAD 83(1995)-  41 27 00.10917(N)    081 49 00.03308(W)     ADJUSTED  
 MB3175* NAVD 88     -       230.8    (meters)     757.     (feet)  VERTCON   
 MB3175  ___________________________________________________________________
 MB3175  X           -     681,499.678 (meters)                     COMP
 MB3175  Y           -  -4,739,050.119 (meters)                     COMP
 MB3175  Z           -   4,200,144.187 (meters)                     COMP
 MB3175  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 MB3175  ELLIP HEIGHT-         196.50  (meters)          (10/07/05) GPS OBS
 MB3175  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 MB3175
 MB3175  HORZ ORDER  -  SECOND
 MB3175  ELLP ORDER  -  FOURTH    CLASS I
 MB3175
 MB3175.The horizontal coordinates were established by GPS observations
 MB3175.and adjusted by the National Geodetic Survey in April 1998..
 MB3175
 MB3175.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3175
 MB3175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3175
 MB3175.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3175
 MB3175.The ellipsoidal height was determined by GPS observations
 MB3175.and is referenced to NAD 83.
 MB3175
 MB3175.The geoid height was determined by GEOID03.
 MB3175
 MB3175;                    North         East     Units Scale Factor Converg.
 MB3175;SPC OH N     -   198,261.621   657,095.994   MT  0.99996136   +0 26 56.1
 MB3175;UTM  17      - 4,589,038.485   431,785.311   MT  0.99965726   -0 32 26.3
 MB3175
 MB3175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3175!SPC OH N     -   0.99996918  x   0.99996136  =   0.99993054
 MB3175!UTM  17      -   0.99996918  x   0.99965726  =   0.99962645
 MB3175
 MB3175                          SUPERSEDED SURVEY CONTROL
 MB3175
 MB3175  ELLIP H (04/01/98)  196.54   (m)                       GP(       ) 4 1
 MB3175  NAD 83(1995)-  41 27 00.11265(N)    081 49 00.03349(W) AD(       ) 2
 MB3175  NAD 83(1986)-  41 27 00.11895(N)    081 49 00.03615(W) AD(       ) 2
 MB3175  NGVD 29 (11/06/91)  231.0    (m)          758.     (f) GPS OBS        
 MB3175
 MB3175.Superseded values are not recommended for survey control.
 MB3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3175.See file dsdata.txt to determine how the superseded data were derived.
 MB3175
 MB3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3178589038(NAD 83)
 MB3175_MARKER: DD = SURVEY DISK
 MB3175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3175_SP_SET: CONCRETE POST
 MB3175_STAMPING: OM 726
 MB3175_MARK LOGO: CRGS  
 MB3175_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3175+STABILITY: SURFACE MOTION
 MB3175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB3175+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 MB3175
 MB3175  HISTORY     - Date     Condition        Report By
 MB3175  HISTORY     - UNK      MONUMENTED
 MB3175  HISTORY     - 19900325 GOOD             AEROS
 MB3175  HISTORY     - 20060329 GOOD             GEOCAC
 MB3175
 MB3175                          STATION DESCRIPTION
 MB3175
 MB3175'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3175'STATION IS LOCATED 3.23 KM (2.00 MI) NORTHWEST OF INTERSTATE 71, IN
 MB3175'THE CITY OF BROOKPARK AT THE INTERSECTION OF ROCKY RIVER DRIVE AND
 MB3175'LORAIN AVE.
 MB3175'TO REACH FROM THE JUNCTION OF INTERSTATE 71 AND WEST 150TH STREET GO,
 MB3175'NORTH FOR 1.615 KM (1.00 MI) 0N WEST 150TH STREET TO LORAIN AVE.  TURN
 MB3175'LEFT AND GO WEST FOR 1.45 KM (0.90 MI) ON LORAIN AVE TO ITS
 MB3175'INTERSECTION WITH ROCKY RIVER DRIVE AND THE STATION.
 MB3175'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13 CM DIAMETER CONCRETE
 MB3175'MONUMENT RECESSED 12.5 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON
 MB3175'MONUMENT BOX.  LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION
 MB3175'5.43 M (17.8 FT) NORTHEAST OF POWERPOLE 15934, 3.47 M (11.4 FT)
 MB3175'SOUTHEAST OF A BELL MANHOLE, 2.83 M (9.3 FT) SOUTHWEST OF POLE OF FIRE
 MB3175'ALARM BOX.
 MB3175
 MB3175                          STATION RECOVERY (2006)
 MB3175
 MB3175'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB3175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3176 ***********************************************************************
 MB3176  DESIGNATION -  18 1 2 OM R 267
 MB3176  PID         -  MB3176
 MB3176  STATE/COUNTY-  OH/CUYAHOGA
 MB3176  USGS QUAD   -  LAKEWOOD (1985)
 MB3176
 MB3176                         *CURRENT SURVEY CONTROL
 MB3176  ___________________________________________________________________
 MB3176* NAD 83(1995)-  41 26 03.53320(N)    081 50 17.13014(W)     ADJUSTED  
 MB3176* NAVD 88     -       230.3    (meters)     756.     (feet)  VERTCON   
 MB3176  ___________________________________________________________________
 MB3176  X           -     679,892.250 (meters)                     COMP
 MB3176  Y           -  -4,740,447.762 (meters)                     COMP
 MB3176  Z           -   4,198,835.469 (meters)                     COMP
 MB3176  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 MB3176  ELLIP HEIGHT-         196.08  (meters)          (10/07/05) GPS OBS
 MB3176  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 MB3176
 MB3176  HORZ ORDER  -  FIRST
 MB3176  ELLP ORDER  -  FOURTH    CLASS I
 MB3176
 MB3176.The horizontal coordinates were established by GPS observations
 MB3176.and adjusted by the National Geodetic Survey in April 1998..
 MB3176
 MB3176.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3176
 MB3176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3176
 MB3176.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3176
 MB3176.The ellipsoidal height was determined by GPS observations
 MB3176.and is referenced to NAD 83.
 MB3176
 MB3176.The geoid height was determined by GEOID03.
 MB3176
 MB3176;                    North         East     Units Scale Factor Converg.
 MB3176;SPC OH N     -   196,502.533   655,319.847   MT  0.99995957   +0 26 05.4
 MB3176;UTM  17      - 4,587,310.853   429,979.595   MT  0.99966034   -0 33 16.7
 MB3176
 MB3176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3176!SPC OH N     -   0.99996925  x   0.99995957  =   0.99992882
 MB3176!UTM  17      -   0.99996925  x   0.99966034  =   0.99962960
 MB3176
 MB3176:                Primary Azimuth Mark                     Grid Az
 MB3176:SPC OH N     -  18 1 3 OM 1382                           090 23 41.7
 MB3176:UTM  17      -  18 1 3 OM 1382                           091 23 03.8
 MB3176
 MB3176|---------------------------------------------------------------------|
 MB3176| PID    Reference Object                     Distance      Geod. Az  |
 MB3176|                                                           dddmmss.s |
 MB3176| MB3177 18 1 3 OM 1382                      APPROX. 1.3 KM 0904947.1 |
 MB3176|---------------------------------------------------------------------|
 MB3176
 MB3176                          SUPERSEDED SURVEY CONTROL
 MB3176
 MB3176  ELLIP H (04/01/98)  196.11   (m)                       GP(       ) 4 1
 MB3176  NAD 83(1995)-  41 26 03.53873(N)    081 50 17.13112(W) AD(       ) 1
 MB3176  NAD 83(1986)-  41 26 03.54321(N)    081 50 17.13415(W) AD(       ) 1
 MB3176  NGVD 29 (11/06/91)  230.5    (m)          756.     (f) GPS OBS        
 MB3176
 MB3176.Superseded values are not recommended for survey control.
 MB3176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3176.See file dsdata.txt to determine how the superseded data were derived.
 MB3176
 MB3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2998087311(NAD 83)
 MB3176_MARKER: DD = SURVEY DISK
 MB3176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3176_SP_SET: CONCRETE POST
 MB3176_STAMPING: OM 10 267
 MB3176_MARK LOGO: CRGS  
 MB3176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3176+STABILITY: SURFACE MOTION
 MB3176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3176+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3176
 MB3176  HISTORY     - Date     Condition        Report By
 MB3176  HISTORY     - UNK      MONUMENTED
 MB3176  HISTORY     - 19900326 GOOD             AEROS
 MB3176  HISTORY     - 20060625 MARK NOT FOUND   GEOCAC
 MB3176
 MB3176                          STATION DESCRIPTION
 MB3176
 MB3176'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3176'STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) NORTHWEST OF INTERSTATE 71
 MB3176'AT THE INTERSECTION OF PURITAS ROAD AND GRAYTON ROAD.
 MB3176'TO REACH FROM THE JUNCTION OF INTERSTATE 71 AND WEST 150TH STREET, GO
 MB3176'NORTH ON WEST 150TH STREET FOR 1.453 KM (0.90 MI) TO ITS INTERSECTION
 MB3176'WITH LORAIN AVE.  TURN LEFT AND GO WEST FOR 1.77 KM (1.10 MI) ON
 MB3176'LORAIN AVE TO ITS INTERSECTION WITH ROCKY RIVER DRIVE.  TURN LEFT AND
 MB3176'GO SOUTH FOR 1.76 KM (1.10 MI) ON ROCKY RIVER DRIVE TO PURITAS AVE.
 MB3176'TURN RIGHT AND GO WEST FOR 1.45 KM (0.90 MI) ON PURITAS AVE TO ITS
 MB3176'INTERSECTION WITH GRAYTON ROAD AND THE STATION.
 MB3176'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13 CM DIAMETER CONCRETE
 MB3176'MONUMENT RECESSED 14 CM BELOW THE WALK ENCASED IN A ROUND IRON
 MB3176'MONUMENT BOX.  LOCATED ON THE NORTH SIDE OF PURITAS ROAD, 0.6 M
 MB3176'(2.0 FT) NORTH OF NORTH BACK OF CURB, 3.5 M (11.5 FT) EAST OF THE
 MB3176'CENTERLINE OF GRAYTON ROAD PRODUCED, 6.7 M (22.0 FT) NORTH OF THE
 MB3176'CENTERLINE OF PURITAS AVE.
 MB3176
 MB3176                          STATION RECOVERY (2006)
 MB3176
 MB3176'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB3176'EXTENSIVE WORK HAS BEEN DONE AT THIS INTERSECTION. MEASUREMENTS FALL
 MB3176'UNDER THE CONCRETE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3177 ***********************************************************************
 MB3177  DESIGNATION -  18 1 3 OM 1382
 MB3177  PID         -  MB3177
 MB3177  STATE/COUNTY-  OH/CUYAHOGA
 MB3177  USGS QUAD   -  LAKEWOOD (1985)
 MB3177
 MB3177                         *CURRENT SURVEY CONTROL
 MB3177  ___________________________________________________________________
 MB3177* NAD 83(1995)-  41 26 02.91075(N)    081 49 20.37762(W)     ADJUSTED  
 MB3177* NAVD 88     -       239.0    (meters)     784.     (feet)  VERTCON   
 MB3177  ___________________________________________________________________
 MB3177  X           -     681,199.262 (meters)                     COMP
 MB3177  Y           -  -4,740,279.527 (meters)                     COMP
 MB3177  Z           -   4,198,826.809 (meters)                     COMP
 MB3177  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 MB3177  ELLIP HEIGHT-         204.75  (meters)          (10/07/05) GPS OBS
 MB3177  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 MB3177
 MB3177  HORZ ORDER  -  FIRST
 MB3177  ELLP ORDER  -  FOURTH    CLASS I
 MB3177
 MB3177.The horizontal coordinates were established by GPS observations
 MB3177.and adjusted by the National Geodetic Survey in April 1998..
 MB3177
 MB3177.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3177
 MB3177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3177
 MB3177.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3177
 MB3177.The ellipsoidal height was determined by GPS observations
 MB3177.and is referenced to NAD 83.
 MB3177
 MB3177.The geoid height was determined by GEOID03.
 MB3177
 MB3177;                    North         East     Units Scale Factor Converg.
 MB3177;SPC OH N     -   196,493.450   656,637.516   MT  0.99995955   +0 26 42.7
 MB3177;UTM  17      - 4,587,279.027   431,296.515   MT  0.99965809   -0 32 39.1
 MB3177
 MB3177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3177!SPC OH N     -   0.99996789  x   0.99995955  =   0.99992744
 MB3177!UTM  17      -   0.99996789  x   0.99965809  =   0.99962599
 MB3177
 MB3177:                Primary Azimuth Mark                     Grid Az
 MB3177:SPC OH N     -  18 1 2 OM R 267                          270 23 42.0
 MB3177:UTM  17      -  18 1 2 OM R 267                          271 23 03.8
 MB3177
 MB3177|---------------------------------------------------------------------|
 MB3177| PID    Reference Object                     Distance      Geod. Az  |
 MB3177|                                                           dddmmss.s |
 MB3177| MB3176 18 1 2 OM R 267                     APPROX. 1.3 KM 2705024.7 |
 MB3177|---------------------------------------------------------------------|
 MB3177
 MB3177                          SUPERSEDED SURVEY CONTROL
 MB3177
 MB3177  ELLIP H (04/01/98)  204.78   (m)                       GP(       ) 4 1
 MB3177  NAD 83(1995)-  41 26 02.91647(N)    081 49 20.37834(W) AD(       ) 1
 MB3177  NAD 83(1986)-  41 26 02.92040(N)    081 49 20.38039(W) AD(       ) 1
 MB3177  NGVD 29 (11/06/91)  239.2    (m)          785.     (f) GPS OBS        
 MB3177
 MB3177.Superseded values are not recommended for survey control.
 MB3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3177.See file dsdata.txt to determine how the superseded data were derived.
 MB3177
 MB3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3129787279(NAD 83)
 MB3177_MARKER: DD = SURVEY DISK
 MB3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3177_SP_SET: CONCRETE POST
 MB3177_STAMPING: 1382
 MB3177_MARK LOGO: CRGS  
 MB3177_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3177+STABILITY: SURFACE MOTION
 MB3177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3177+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1990
 MB3177
 MB3177  HISTORY     - Date     Condition        Report By
 MB3177  HISTORY     - UNK      MONUMENTED
 MB3177  HISTORY     - 19900323 GOOD             AEROS
 MB3177
 MB3177                          STATION DESCRIPTION
 MB3177
 MB3177'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3177'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTHWEST OF INTERSTATE 71
 MB3177'AT THE INTERSECTION OF ROCKY RIVER DRIVE AND PURITAS AVE.
 MB3177'TO REACH FROM THE INTERSECTION OF INTERSTATE 71 AND WEST 150TH STREET
 MB3177'GO NORTH FOR 1.61 KM (1.00 MI) ON WEST 150TH STREET TO ITS
 MB3177'INTERSECTION WITH LORAIN AVE.  TURN LEFT AND GO WEST FOR 1.45 KM
 MB3177'(0.90 MI) ON LORAIN AVE. TO ITS INTERSECTION WITH ROCKY RIVER DRIVE,
 MB3177'TURN LEFT AND GO SOUTH FOR 1.76 KM (1.10 MI) ON ROCKY RIVER DRIVE TO
 MB3177'PURITAS AVE AND THE STATION.
 MB3177'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13 CM DIAMETER CONCRETE
 MB3177'MONUMENT RECESSED 11CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON
 MB3177'MONUMENT BOX.  LOCATED IN THE SIDEWALK, AT THE NORTHEAST CORNER OF THE
 MB3177'INTERSECTION, 9.8 M (32.2 FT) EAST OF THE CENTERLINE OF ROCKY RIVER
 MB3177'DRIVE, 9.02 M (29.6 FT) NORTH OF THE CENTERLINE OF PURITAS AVE, 0.45 M
 MB3177'(1.5 FT) WEST OF A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3178 ***********************************************************************
 MB3178  DESIGNATION -  18 1 8
 MB3178  PID         -  MB3178
 MB3178  STATE/COUNTY-  OH/CUYAHOGA
 MB3178  USGS QUAD   -  LAKEWOOD (1985)
 MB3178
 MB3178                         *CURRENT SURVEY CONTROL
 MB3178  ___________________________________________________________________
 MB3178* NAD 83(1995)-  41 27 18.15152(N)    081 47 24.88962(W)     ADJUSTED  
 MB3178* NAVD 88     -       235.6    (meters)     773.     (feet)  VERTCON   
 MB3178  ___________________________________________________________________
 MB3178  X           -     683,633.482 (meters)                     COMP
 MB3178  Y           -  -4,738,374.164 (meters)                     COMP
 MB3178  Z           -   4,200,564.619 (meters)                     COMP
 MB3178  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 MB3178  ELLIP HEIGHT-         201.38  (meters)          (10/07/05) GPS OBS
 MB3178  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 MB3178
 MB3178  HORZ ORDER  -  FIRST
 MB3178  ELLP ORDER  -  FOURTH    CLASS I
 MB3178
 MB3178.The horizontal coordinates were established by GPS observations
 MB3178.and adjusted by the National Geodetic Survey in April 1998..
 MB3178
 MB3178.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3178
 MB3178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3178
 MB3178.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3178
 MB3178.The ellipsoidal height was determined by GPS observations
 MB3178.and is referenced to NAD 83.
 MB3178
 MB3178.The geoid height was determined by GEOID03.
 MB3178
 MB3178;                    North         East     Units Scale Factor Converg.
 MB3178;SPC OH N     -   198,835.838   659,299.702   MT  0.99996195   +0 27 58.6
 MB3178;UTM  17      - 4,589,574.396   433,997.929   MT  0.99965361   -0 31 23.5
 MB3178
 MB3178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3178!SPC OH N     -   0.99996841  x   0.99996195  =   0.99993037
 MB3178!UTM  17      -   0.99996841  x   0.99965361  =   0.99962204
 MB3178
 MB3178                          SUPERSEDED SURVEY CONTROL
 MB3178
 MB3178  ELLIP H (04/01/98)  201.41   (m)                       GP(       ) 4 1
 MB3178  NAD 83(1995)-  41 27 18.15592(N)    081 47 24.88992(W) AD(       ) 1
 MB3178  NAD 83(1986)-  41 27 18.16135(N)    081 47 24.89238(W) AD(       ) 1
 MB3178  NGVD 29 (11/06/91)  235.8    (m)          774.     (f) GPS OBS        
 MB3178
 MB3178.Superseded values are not recommended for survey control.
 MB3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3178.See file dsdata.txt to determine how the superseded data were derived.
 MB3178
 MB3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3399889574(NAD 83)
 MB3178_MARKER: I = METAL ROD
 MB3178_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3178_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3178_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3178+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3178
 MB3178  HISTORY     - Date     Condition        Report By
 MB3178  HISTORY     - UNK      MONUMENTED
 MB3178  HISTORY     - 19900326 GOOD             AEROS
 MB3178
 MB3178                          STATION DESCRIPTION
 MB3178
 MB3178'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3178'STATION IS LOCATED IN THE CITY OF CLEVELAND, AT THE INTERSECTION OF
 MB3178'WEST 140TH STREET AND LORAIN AVE.
 MB3178'TO REACH FROM THE JUNCTION OF INTERSTATE 71 AND WEST 150TH STREET, GO
 MB3178'NORTH FOR 1.61 KM (1.00 MI) ON WEST 150TH STREET TO ITS INTERSECTION
 MB3178'WITH LORAIN AVE.  TURN RIGHT AND GO EAST FOR 0.96 KM (0.60 MI) ON
 MB3178'LORAIN AVE TO ITS INTERSECTION WITH WEST 140TH STREET AND THE STATION.
 MB3178'STATION IS A 3 CM DIAMETER IRON ROD RECESSED 16.5 CM BELOW THE ROAD
 MB3178'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3178'CENTERLINE-CENTERLINE OF THE INTERSECTION, 8.07 M (26.5 FT) SOUTHEAST
 MB3178'OF A BELL MANHOLE, 12.34 M (40.5 FT) SOUTHWEST OF A BELL MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3179 ***********************************************************************
 MB3179  DESIGNATION -  18 AL R
 MB3179  PID         -  MB3179
 MB3179  STATE/COUNTY-  OH/CUYAHOGA
 MB3179  USGS QUAD   -  LAKEWOOD (1985)
 MB3179
 MB3179                         *CURRENT SURVEY CONTROL
 MB3179  ___________________________________________________________________
 MB3179* NAD 83(1995)-  41 27 35.36472(N)    081 48 51.61431(W)     ADJUSTED  
 MB3179* NAVD 88     -       225.3    (meters)     739.     (feet)  VERTCON   
 MB3179  ___________________________________________________________________
 MB3179  X           -     681,589.996 (meters)                     COMP
 MB3179  Y           -  -4,738,305.514 (meters)                     COMP
 MB3179  Z           -   4,200,955.786 (meters)                     COMP
 MB3179  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 MB3179  ELLIP HEIGHT-         191.06  (meters)          (10/07/05) GPS OBS
 MB3179  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 MB3179
 MB3179  HORZ ORDER  -  SECOND
 MB3179  ELLP ORDER  -  FOURTH    CLASS I
 MB3179
 MB3179.The horizontal coordinates were established by GPS observations
 MB3179.and adjusted by the National Geodetic Survey in April 1998..
 MB3179
 MB3179.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3179
 MB3179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3179
 MB3179.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3179
 MB3179.The ellipsoidal height was determined by GPS observations
 MB3179.and is referenced to NAD 83.
 MB3179
 MB3179.The geoid height was determined by GEOID03.
 MB3179
 MB3179;                    North         East     Units Scale Factor Converg.
 MB3179;SPC OH N     -   199,350.740   657,282.839   MT  0.99996252   +0 27 01.6
 MB3179;UTM  17      - 4,590,123.884   431,990.876   MT  0.99965692   -0 32 21.1
 MB3179
 MB3179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3179!SPC OH N     -   0.99997003  x   0.99996252  =   0.99993255
 MB3179!UTM  17      -   0.99997003  x   0.99965692  =   0.99962696
 MB3179
 MB3179                          SUPERSEDED SURVEY CONTROL
 MB3179
 MB3179  ELLIP H (04/01/98)  191.10   (m)                       GP(       ) 4 1
 MB3179  NAD 83(1995)-  41 27 35.36863(N)    081 48 51.61467(W) AD(       ) 2
 MB3179  NAD 83(1986)-  41 27 35.37461(N)    081 48 51.61733(W) AD(       ) 2
 MB3179  NGVD 29 (11/06/91)  225.6    (m)          740.     (f) GPS OBS        
 MB3179
 MB3179.Superseded values are not recommended for survey control.
 MB3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3179.See file dsdata.txt to determine how the superseded data were derived.
 MB3179
 MB3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3199190124(NAD 83)
 MB3179_MARKER: Z = SEE DESCRIPTION
 MB3179_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MB3179_SP_SET: BURIED IN GROUND
 MB3179_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3179+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1990
 MB3179
 MB3179  HISTORY     - Date     Condition        Report By
 MB3179  HISTORY     - UNK      MONUMENTED
 MB3179  HISTORY     - 19900406 GOOD             AEROS
 MB3179
 MB3179                          STATION DESCRIPTION
 MB3179
 MB3179'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3179'STATION IS LOCATED ABOUT 2.09 KM (1.30 MI) SOUTH OF INTERSTATE 90, 1.6
 MB3179'KM (1.00 MI) NORTHWEST OF INTERSTATE 77, AT THE INTERSECTION OF ROCKY
 MB3179'RIVER DRIVE AND CLAIRE ROAD.
 MB3179'TO REACH FROM THE INTERSECTION OF INTERSTATE 71 AND WEST 150TH STREET,
 MB3179'GO NORTH FOR 1.6 KM (1.00 MI) ON WEST 150TH STREET TO LORAIN AVE..
 MB3179'TURN LEFT AND GO WEST FOR 1.29 KM (0.80 MI) ON LORAIN AVE. TO ITS
 MB3179'INTERSECTION WITH ROCKY RIVER DRIVE, TURN RIGHT AND GO NORTH TO CLAIRE
 MB3179'AVE.  AND THE STATION.
 MB3179'STATION IS A STONE WITH DRILL HOLE RECESSED 26.5 CM BELOW THE ROAD
 MB3179'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED 8.23 M
 MB3179'(27.0 FT)   EAST OF THE CENTERLINE OF ROCKY RIVER DRIVE, AT THE
 MB3179'CENTERLINE OF CLAIRE ROAD, 11.58 M (38.0 FT) NORTHEAST OF A POWER
 MB3179'POLE, 1.52 M (5.0 FT) WEST OF A SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3180 ***********************************************************************
 MB3180  DESIGNATION -  18 CP OM 1226
 MB3180  PID         -  MB3180
 MB3180  STATE/COUNTY-  OH/CUYAHOGA
 MB3180  USGS QUAD   -  LAKEWOOD (1985)
 MB3180
 MB3180                         *CURRENT SURVEY CONTROL
 MB3180  ___________________________________________________________________
 MB3180* NAD 83(1995)-  41 26 01.22912(N)    081 47 38.22340(W)     ADJUSTED  
 MB3180* NAVD 88     -       233.9    (meters)     767.     (feet)  VERTCON   
 MB3180  ___________________________________________________________________
 MB3180  X           -     683,551.198 (meters)                     COMP
 MB3180  Y           -  -4,739,971.810 (meters)                     COMP
 MB3180  Z           -   4,198,784.571 (meters)                     COMP
 MB3180  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 MB3180  ELLIP HEIGHT-         199.70  (meters)          (10/07/05) GPS OBS
 MB3180  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 MB3180
 MB3180  HORZ ORDER  -  SECOND
 MB3180  ELLP ORDER  -  FOURTH    CLASS I
 MB3180
 MB3180.The horizontal coordinates were established by GPS observations
 MB3180.and adjusted by the National Geodetic Survey in April 1998..
 MB3180
 MB3180.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3180
 MB3180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3180
 MB3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3180
 MB3180.The ellipsoidal height was determined by GPS observations
 MB3180.and is referenced to NAD 83.
 MB3180
 MB3180.The geoid height was determined by GEOID03.
 MB3180
 MB3180;                    North         East     Units Scale Factor Converg.
 MB3180;SPC OH N     -   196,460.387   659,009.466   MT  0.99995950   +0 27 49.8
 MB3180;UTM  17      - 4,587,205.038   433,666.821   MT  0.99965415   -0 31 31.5
 MB3180
 MB3180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3180!SPC OH N     -   0.99996868  x   0.99995950  =   0.99992818
 MB3180!UTM  17      -   0.99996868  x   0.99965415  =   0.99962284
 MB3180
 MB3180                          SUPERSEDED SURVEY CONTROL
 MB3180
 MB3180  ELLIP H (04/01/98)  199.74   (m)                       GP(       ) 4 1
 MB3180  NAD 83(1995)-  41 26 01.23497(N)    081 47 38.22404(W) AD(       ) 2
 MB3180  NAD 83(1986)-  41 26 01.23884(N)    081 47 38.22564(W) AD(       ) 2
 MB3180  NGVD 29 (11/06/91)  234.1    (m)          768.     (f) GPS OBS        
 MB3180
 MB3180.Superseded values are not recommended for survey control.
 MB3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3180.See file dsdata.txt to determine how the superseded data were derived.
 MB3180
 MB3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3366787205(NAD 83)
 MB3180_MARKER: DD = SURVEY DISK
 MB3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3180_SP_SET: CONCRETE POST
 MB3180_STAMPING: 1226
 MB3180_MARK LOGO: CRGS  
 MB3180_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3180+STABILITY: SURFACE MOTION
 MB3180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB3180+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 MB3180
 MB3180  HISTORY     - Date     Condition        Report By
 MB3180  HISTORY     - UNK      MONUMENTED
 MB3180  HISTORY     - 19900325 GOOD             AEROS
 MB3180  HISTORY     - 20060329 GOOD             GEOCAC
 MB3180
 MB3180                          STATION DESCRIPTION
 MB3180
 MB3180'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3180'STATION IS LOCATED 3.2 KM (2.00 MI) NORTHEAST OF BROOKPARK, 4.8 KM
 MB3180'(3.00 MI) NORTHWEST OF PARMA, AT THE INTERSECTION OF WEST 143RD STREET
 MB3180'AND PURITAS AVE.
 MB3180'TO REACH FROM THE INTERSECTION OF INTERSTATE 480 WEST AND WEST 130TH
 MB3180'STREET GO NORTH FOR 1.6 KM (1.00 MI) ON WEST 130TH STREET TO GILMORE
 MB3180'AVE.  TURN LEFT AND GO WEST FOR 0.3 KM (0.20 MI) ON GILMORE AVE. TO
 MB3180'BELLAIRE ROAD.  TURN LEFT AND GO SOUTHWEST FOR 0.3 KM (0.20 MI) ON
 MB3180'PURITAS AVE TO ITS INTERSECTION WITH WEST 143RD STREET AND THE
 MB3180'STATION.
 MB3180'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13 CM DIAMETER CONCRETE
 MB3180'MONUMENT RECESSED 12.5 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON
 MB3180'MONUMENT BOX.  LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION,
 MB3180'6.18 M (20.3 FT) EAST OF THE CENTERLINE OF WEST 143RD STREET, 11.12 M
 MB3180'(36.5 FT) NORTH OF THE CENTERLINE OF PURITAS AVE, 18.06 M (59.3 FT)
 MB3180'SOUTHEAST OF A FIRE HYDRANT, 3.7 M (12.1 FT) NORTH OF THE CENTER OF A
 MB3180'SEWER MANHOLE.
 MB3180
 MB3180                          STATION RECOVERY (2006)
 MB3180
 MB3180'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB3180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3181 ***********************************************************************
 MB3181  DESIGNATION -  18 U
 MB3181  PID         -  MB3181
 MB3181  STATE/COUNTY-  OH/CUYAHOGA
 MB3181  USGS QUAD   -  LAKEWOOD (1985)
 MB3181
 MB3181                         *CURRENT SURVEY CONTROL
 MB3181  ___________________________________________________________________
 MB3181* NAD 83(1995)-  41 25 07.35058(N)    081 50 57.73112(W)     ADJUSTED  
 MB3181* NAVD 88     -       235.4    (meters)     772.     (feet)  VERTCON   
 MB3181  ___________________________________________________________________
 MB3181  X           -     679,122.275 (meters)                     COMP
 MB3181  Y           -  -4,741,720.590 (meters)                     COMP
 MB3181  Z           -   4,197,539.210 (meters)                     COMP
 MB3181  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 MB3181  ELLIP HEIGHT-         201.21  (meters)          (10/07/05) GPS OBS
 MB3181  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 MB3181
 MB3181  HORZ ORDER  -  FIRST
 MB3181  ELLP ORDER  -  FOURTH    CLASS I
 MB3181
 MB3181.The horizontal coordinates were established by GPS observations
 MB3181.and adjusted by the National Geodetic Survey in April 1998..
 MB3181
 MB3181.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3181
 MB3181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3181
 MB3181.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3181
 MB3181.The ellipsoidal height was determined by GPS observations
 MB3181.and is referenced to NAD 83.
 MB3181
 MB3181.The geoid height was determined by GEOID03.
 MB3181
 MB3181;                    North         East     Units Scale Factor Converg.
 MB3181;SPC OH N     -   194,762.292   654,390.216   MT  0.99995787   +0 25 38.8
 MB3181;UTM  17      - 4,585,587.438   429,020.339   MT  0.99966200   -0 33 42.9
 MB3181
 MB3181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3181!SPC OH N     -   0.99996844  x   0.99995787  =   0.99992631
 MB3181!UTM  17      -   0.99996844  x   0.99966200  =   0.99963045
 MB3181
 MB3181                          SUPERSEDED SURVEY CONTROL
 MB3181
 MB3181  ELLIP H (04/01/98)  201.24   (m)                       GP(       ) 4 1
 MB3181  NAD 83(1995)-  41 25 07.35641(N)    081 50 57.73193(W) AD(       ) 1
 MB3181  NAD 83(1986)-  41 25 07.36030(N)    081 50 57.73378(W) AD(       ) 1
 MB3181  NGVD 29 (11/06/91)  235.6    (m)          773.     (f) GPS OBS        
 MB3181
 MB3181.Superseded values are not recommended for survey control.
 MB3181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3181.See file dsdata.txt to determine how the superseded data were derived.
 MB3181
 MB3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2902085587(NAD 83)
 MB3181_MARKER: I = METAL ROD
 MB3181_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3181_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3181_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3181+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 MB3181
 MB3181  HISTORY     - Date     Condition        Report By
 MB3181  HISTORY     - UNK      MONUMENTED
 MB3181  HISTORY     - 19900323 GOOD             AEROS
 MB3181  HISTORY     - 20050518 GOOD             USPSQD
 MB3181  HISTORY     - 20060625 GOOD             GEOCAC
 MB3181
 MB3181                          STATION DESCRIPTION
 MB3181
 MB3181'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3181'STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) SOUTHWEST OF INTERSTATE 480
 MB3181'AT THE INTERSECTION OF BROOKPARK ROAD AND OLD GRAYTON ROAD.
 MB3181'TO REACH FROM THE JUNCTION OF INTERSTATE 480 WEST AND GRAYTON ROAD, GO
 MB3181'SOUTH FOR .64 KM (0.40 MI) ON GRAYTON ROAD TO ITS INTERSECTION WITH
 MB3181'BROOKPARK ROAD.  TURN RIGHT AND GO WEST FOR .48 KM (0.30 MI) ON
 MB3181'BROOKPARK ROAD TO OLD GRAYTON ROAD AND THE STATION.
 MB3181'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 11 CM BELOW THE ROAD
 MB3181'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3181'CENTERLINE-CENTERLINE OF THE INTERSECTION, 29.93 M (98.2 FT) SOUTHWEST
 MB3181'OF A FIRE HYDRANT, 5.63 M (18.5 FT) SOUTHEAST OF A BELL MANHOLE.
 MB3181
 MB3181                          STATION RECOVERY (2005)
 MB3181
 MB3181'RECOVERY NOTE BY US POWER SQUADRON 2005
 MB3181'RECOVERED IN GOOD CONDITION.
 MB3181
 MB3181                          STATION RECOVERY (2006)
 MB3181
 MB3181'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB3181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1327 ***********************************************************************
 JX1327  DESIGNATION -  18 WSM
 JX1327  PID         -  JX1327
 JX1327  STATE/COUNTY-  OH/MEIGS
 JX1327  USGS QUAD   -  CHESTER (1994)
 JX1327
 JX1327                         *CURRENT SURVEY CONTROL
 JX1327  ___________________________________________________________________
 JX1327* NAD 83(1986)-  39 00 16.     (N)    081 53 00.     (W)     SCALED    
 JX1327* NAVD 88     -       214.256  (meters)     702.94   (feet)  ADJUSTED  
 JX1327  ___________________________________________________________________
 JX1327  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1327  DYNAMIC HT  -         214.121 (meters)     702.50  (feet)  COMP
 JX1327  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JX1327
 JX1327  VERT ORDER  -  SECOND    CLASS 0
 JX1327
 JX1327.The horizontal coordinates were scaled from a topographic map and have
 JX1327.an estimated accuracy of +/- 6 seconds.
 JX1327
 JX1327.The orthometric height was determined by differential leveling
 JX1327.and adjusted by the National Geodetic Survey in June 1991..
 JX1327
 JX1327.The geoid height was determined by GEOID03.
 JX1327
 JX1327.The dynamic height is computed by dividing the NAVD 88
 JX1327.geopotential number by the normal gravity value computed on the
 JX1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1327.degrees latitude (g = 980.6199 gals.).
 JX1327
 JX1327.The modeled gravity was interpolated from observed gravity values.
 JX1327
 JX1327;                    North         East    Units  Estimated Accuracy
 JX1327;SPC OH S     -   111,690.      653,410.      MT  (+/- 180 meters Scaled)
 JX1327
 JX1327                          SUPERSEDED SURVEY CONTROL
 JX1327
 JX1327  NGVD 29 (??/??/92)  214.449  (m)          703.57   (f) ADJ UNCH    2 0
 JX1327
 JX1327.Superseded values are not recommended for survey control.
 JX1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1327.See file dsdata.txt to determine how the superseded data were derived.
 JX1327
 JX1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD235176(NAD 83)
 JX1327_MARKER: DD = SURVEY DISK
 JX1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1327_STAMPING: 704 18 WSM 1957
 JX1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1327+STABILITY: SURFACE MOTION
 JX1327
 JX1327  HISTORY     - Date     Condition        Report By
 JX1327  HISTORY     - 1957     MONUMENTED       USGS
 JX1327  HISTORY     - 1958     GOOD             NGS
 JX1327  HISTORY     - 1976     GOOD             NGS
 JX1327
 JX1327                          STATION DESCRIPTION
 JX1327
 JX1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX1327'3.8 MI NE FROM RACINE.
 JX1327'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 124 FROM THE JUNCTION
 JX1327'OF THIRD STREET AT RACINE, THENCE ABOUT 2.75 MILES NORTH ALONG
 JX1327'A GRAVEL ROAD LEADING TO BASHAN, ABOUT 0.35 MILE SOUTH OF
 JX1327'CONCRETE BRIDGE OVER AUMILLER CREEK, AT THE JUNCTION OF A NARROW
 JX1327'GRAVEL ROAD EAST, 19 FEET SOUTH OF CENTER LINE OF ROAD EAST,
 JX1327'53 1/2 FEET EAST OF CENTER LINE OF MAIN ROAD, 26 1/2 FEET EAST
 JX1327'OF A POWER POLE, 25 1/2 FEET EAST OF A FENCE CORNER, 2 FEET
 JX1327'EAST OF A CONCRETE WITNESS POST, ABOUT 3 1/2 FEET ABOVE LEVEL
 JX1327'OF ROAD EAST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX1327'3 INCHES.
 JX1327
 JX1327                          STATION RECOVERY (1976)
 JX1327
 JX1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3137 ***********************************************************************
 MB3137  DESIGNATION -  1801
 MB3137  PID         -  MB3137
 MB3137  STATE/COUNTY-  OH/GEAUGA
 MB3137  USGS QUAD   -  CHAGRIN FALLS (1984)
 MB3137
 MB3137                         *CURRENT SURVEY CONTROL
 MB3137  ___________________________________________________________________
 MB3137* NAD 83(1995)-  41 25 48.10039(N)    081 23 06.91336(W)     ADJUSTED  
 MB3137* NAVD 88     -       302.9    (meters)     994.     (feet)  VERTCON   
 MB3137  ___________________________________________________________________
 MB3137  X           -     717,392.198 (meters)                     COMP
 MB3137  Y           -  -4,735,291.756 (meters)                     COMP
 MB3137  Z           -   4,198,526.717 (meters)                     COMP
 MB3137  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 MB3137  ELLIP HEIGHT-         268.95  (meters)          (10/07/05) GPS OBS
 MB3137  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB3137
 MB3137  HORZ ORDER  -  FIRST
 MB3137  ELLP ORDER  -  FOURTH    CLASS I
 MB3137
 MB3137.The horizontal coordinates were established by GPS observations
 MB3137.and adjusted by the National Geodetic Survey in April 1998..
 MB3137
 MB3137.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3137
 MB3137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3137
 MB3137.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3137
 MB3137.The ellipsoidal height was determined by GPS observations
 MB3137.and is referenced to NAD 83.
 MB3137
 MB3137.The geoid height was determined by GEOID03.
 MB3137
 MB3137;                    North         East     Units Scale Factor Converg.
 MB3137;SPC OH N     -   196,411.962   693,170.814   MT  0.99995910   +0 43 56.4
 MB3137;UTM  17      - 4,586,567.634   467,811.041   MT  0.99961275   -0 15 17.7
 MB3137
 MB3137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3137!SPC OH N     -   0.99995782  x   0.99995910  =   0.99991692
 MB3137!UTM  17      -   0.99995782  x   0.99961275  =   0.99957058
 MB3137
 MB3137                          SUPERSEDED SURVEY CONTROL
 MB3137
 MB3137  ELLIP H (04/01/98)  269.00   (m)                       GP(       ) 4 1
 MB3137  NAD 83(1986)-  41 25 48.11042(N)    081 23 06.91185(W) AD(       ) 1
 MB3137  NGVD 29 (12/02/91)  303.1    (m)          994.     (f) GPS OBS        
 MB3137
 MB3137.Superseded values are not recommended for survey control.
 MB3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3137.See file dsdata.txt to determine how the superseded data were derived.
 MB3137
 MB3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6781186568(NAD 83)
 MB3137_MARKER: DE = TRAVERSE STATION DISK
 MB3137_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3137_SP_SET: CONCRETE MONUMENT
 MB3137_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1801
 MB3137_MARK LOGO: OH-055
 MB3137_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3137+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3137
 MB3137  HISTORY     - Date     Condition        Report By
 MB3137  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3137
 MB3137                          STATION DESCRIPTION
 MB3137
 MB3137'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3137'THE STATION IS LOCATED 26.0 FEET SOUTH OF THE CENTERLINE OF EAST
 MB3137'WASHINGTON ROAD AND IS APPROXIMATELY 82.2 FEET WEST OF THE CENTERLINE
 MB3137'OF SENLA HILLS. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS
 MB3137'DISK SET INTO A CONCRETE MONUMENT AND IS STAMPED 1801. TI REACH THE
 MB3137'STATION FROM THE CHARDON POST OFFICE PROCEED WEST ON CENTER STREET
 MB3137'FOR .22 MILES TO WASHINGTON STREET. TURN LEFT ON WASHINGTON STREET
 MB3137'AND PROCEED SOUTH FOR .17 MILES TO WATER STREET. TURN RIGHT ON WATER
 MB3137'STREET AND PROCEED EAST FOR .29 MILES TO SOUTH STREET OR RAVENNA
 MB3137'ROAD. TURN RIGHT ON RAVENNA ROAD AND PROCEED SOUTH FOR 13.53 MILES TO
 MB3137'WASHINGTON STREET. TURN RIGHT ON WASHINGTON STREET AND PROCEED
 MB3137'NORTHWEST FOR 9.51 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3138 ***********************************************************************
 MB3138  DESIGNATION -  1802
 MB3138  PID         -  MB3138
 MB3138  STATE/COUNTY-  OH/GEAUGA
 MB3138  USGS QUAD   -  THOMPSON (1994)
 MB3138
 MB3138                         *CURRENT SURVEY CONTROL
 MB3138  ___________________________________________________________________
 MB3138* NAD 83(1995)-  41 42 43.73693(N)    081 06 09.93179(W)     ADJUSTED  
 MB3138* NAVD 88     -       297.7    (meters)     977.     (feet)  VERTCON   
 MB3138  ___________________________________________________________________
 MB3138  X           -     737,514.134 (meters)                     COMP
 MB3138  Y           -  -4,711,150.884 (meters)                     COMP
 MB3138  Z           -   4,221,965.838 (meters)                     COMP
 MB3138  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 MB3138  ELLIP HEIGHT-         263.41  (meters)          (10/07/05) GPS OBS
 MB3138  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 MB3138
 MB3138  HORZ ORDER  -  FIRST
 MB3138  ELLP ORDER  -  FOURTH    CLASS I
 MB3138
 MB3138.The horizontal coordinates were established by GPS observations
 MB3138.and adjusted by the National Geodetic Survey in April 1998..
 MB3138
 MB3138.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3138
 MB3138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3138
 MB3138.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3138
 MB3138.The ellipsoidal height was determined by GPS observations
 MB3138.and is referenced to NAD 83.
 MB3138
 MB3138.The geoid height was determined by GEOID03.
 MB3138
 MB3138;                    North         East     Units Scale Factor Converg.
 MB3138;SPC OH N     -   228,081.084   716,278.044   MT  1.00000237   +0 55 04.5
 MB3138;UTM  17      - 4,617,822.379   491,451.512   MT  0.99960090   -0 04 06.1
 MB3138
 MB3138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3138!SPC OH N     -   0.99995869  x   1.00000237  =   0.99996106
 MB3138!UTM  17      -   0.99995869  x   0.99960090  =   0.99955960
 MB3138
 MB3138                          SUPERSEDED SURVEY CONTROL
 MB3138
 MB3138  ELLIP H (04/01/98)  263.46   (m)                       GP(       ) 4 1
 MB3138  NAD 83(1986)-  41 42 43.74704(N)    081 06 09.92974(W) AD(       ) 1
 MB3138  NGVD 29 (12/02/91)  297.9    (m)          977.     (f) GPS OBS        
 MB3138
 MB3138.Superseded values are not recommended for survey control.
 MB3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3138.See file dsdata.txt to determine how the superseded data were derived.
 MB3138
 MB3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9145217822(NAD 83)
 MB3138_MARKER: DE = TRAVERSE STATION DISK
 MB3138_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3138_SP_SET: CONCRETE MONUMENT
 MB3138_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1802
 MB3138_MARK LOGO: OH-055
 MB3138_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB3138+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 MB3138
 MB3138  HISTORY     - Date     Condition        Report By
 MB3138  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3138  HISTORY     - 20060313 GOOD             GEOCAC
 MB3138
 MB3138                          STATION DESCRIPTION
 MB3138
 MB3138'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3138'THE STATION IS APPROXIMATELY 19.3 FEET NORHEAST OF THE CENTERLINE OF
 MB3138'MOSELY ROAD AND IS APPROXIMATELY 9.2 FEET WEST OF THE POWERPOLE. THE
 MB3138'STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK SET INTO A
 MB3138'CONCRETE MONUMENT AND IS STAMPED 1802. TO REACH THE STATION FROM THE
 MB3138'CHARDON POST OFFICE PROCEED EAST ON CENTER STREET FOR .19 MILES TO
 MB3138'THE HAMBDEN TOWNSHIP LINE. PROCEED EAST ON U.S ROUTE 6 FOR 7.16 MILES
 MB3138'TO STATE ROUTE 528. TURN LEFT ON STATE ROUTE 528 AND PROCEED NORTH
 MB3138'FOR 6.56 MILES TO MOSELY ROAD. TURN LEFT ON MOSELY ROAD AND PROCEED
 MB3138'WEST FOR 2.69 MILES TO THE MARK.
 MB3138
 MB3138                          STATION RECOVERY (2006)
 MB3138
 MB3138'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB3138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3139 ***********************************************************************
 MB3139  DESIGNATION -  1809
 MB3139  PID         -  MB3139
 MB3139  STATE/COUNTY-  OH/GEAUGA
 MB3139  USGS QUAD   -  AURORA (1964)
 MB3139
 MB3139                         *CURRENT SURVEY CONTROL
 MB3139  ___________________________________________________________________
 MB3139* NAD 83(1995)-  41 20 52.21393(N)    081 20 22.46170(W)     ADJUSTED  
 MB3139* NAVD 88     -       318.7    (meters)    1046.     (feet)  VERTCON   
 MB3139  ___________________________________________________________________
 MB3139  X           -     722,077.956 (meters)                     COMP
 MB3139  Y           -  -4,740,696.783 (meters)                     COMP
 MB3139  Z           -   4,191,688.577 (meters)                     COMP
 MB3139  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 MB3139  ELLIP HEIGHT-         284.83  (meters)          (10/07/05) GPS OBS
 MB3139  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB3139
 MB3139  HORZ ORDER  -  FIRST
 MB3139  ELLP ORDER  -  FOURTH    CLASS I
 MB3139
 MB3139.The horizontal coordinates were established by GPS observations
 MB3139.and adjusted by the National Geodetic Survey in April 1998..
 MB3139
 MB3139.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3139
 MB3139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3139
 MB3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3139
 MB3139.The ellipsoidal height was determined by GPS observations
 MB3139.and is referenced to NAD 83.
 MB3139
 MB3139.The geoid height was determined by GEOID03.
 MB3139
 MB3139;                    North         East     Units Scale Factor Converg.
 MB3139;SPC OH N     -   187,334.767   697,110.071   MT  0.99995106   +0 45 44.4
 MB3139;UTM  17      - 4,577,427.074   471,592.060   MT  0.99960993   -0 13 27.6
 MB3139
 MB3139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3139!SPC OH N     -   0.99995533  x   0.99995106  =   0.99990639
 MB3139!UTM  17      -   0.99995533  x   0.99960993  =   0.99956527
 MB3139
 MB3139                          SUPERSEDED SURVEY CONTROL
 MB3139
 MB3139  ELLIP H (04/01/98)  284.88   (m)                       GP(       ) 4 1
 MB3139  NAD 83(1986)-  41 20 52.22387(N)    081 20 22.46012(W) AD(       ) 1
 MB3139  NGVD 29 (12/02/91)  318.8    (m)         1046.     (f) GPS OBS        
 MB3139
 MB3139.Superseded values are not recommended for survey control.
 MB3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3139.See file dsdata.txt to determine how the superseded data were derived.
 MB3139
 MB3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7159277427(NAD 83)
 MB3139_MARKER: DE = TRAVERSE STATION DISK
 MB3139_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3139_SP_SET: CONCRETE MONUMENT
 MB3139_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1809
 MB3139_MARK LOGO: OH-055
 MB3139_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3139+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3139
 MB3139  HISTORY     - Date     Condition        Report By
 MB3139  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3139
 MB3139                          STATION DESCRIPTION
 MB3139
 MB3139'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3139'THE STATION IS APPROXIMATELY 24.8 FEET EAST OF THE CENTERLINE OF
 MB3139'CHILICOTHE ROAD AND IS APPROXIMATELY 17.7 FEET SOUTHWEST OF CONC
 MB3139'HEADWALL. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK
 MB3139'SET INTO A CONCRETE MONUMENT AND IS STAMPED 1809. TO REACH THE
 MB3139'STATION FROM THE CHARDON POST OFFICE PROCEEDWEST ON CENTER STREET FOR
 MB3139'.02 MILES TO WASHINGTON STREET. TURN LEFT ON WASHINGTON STREET AND
 MB3139'PROCEED SOUTH FOR .17 MILES TO WATER STREET. TURN RIGHT ON WATER
 MB3139'STREET FOR .29 MILES TO SOUTH STREET OR RAVENNA ROAD. TURN RIGHT ON
 MB3139'RAVENNA ROAD AND PROCEED SOUTH FOR 16.78 MILES TO CRACKEL ROAD. TURN
 MB3139'RIGHT ON CRACKEL ROAD AND PROCEED WEST FOR 6.10 MILES TO CHILICOTHE
 MB3139'ROAD AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0407 ***********************************************************************
 JZ0407  DESIGNATION -  181
 JZ0407  PID         -  JZ0407
 JZ0407  STATE/COUNTY-  OH/HAMILTON
 JZ0407  USGS QUAD   -  NEWPORT (1987)
 JZ0407
 JZ0407                         *CURRENT SURVEY CONTROL
 JZ0407  ___________________________________________________________________
 JZ0407* NAD 83(1986)-  39 04 24.     (N)    084 25 14.     (W)     SCALED    
 JZ0407* NAVD 88     -       162.386  (meters)     532.76   (feet)  ADJUSTED  
 JZ0407  ___________________________________________________________________
 JZ0407  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0407  DYNAMIC HT  -         162.284 (meters)     532.43  (feet)  COMP
 JZ0407  MODELED GRAV-     979,997.7   (mgal)                       NAVD 88
 JZ0407
 JZ0407  VERT ORDER  -  FIRST     CLASS II
 JZ0407
 JZ0407.The horizontal coordinates were scaled from a topographic map and have
 JZ0407.an estimated accuracy of +/- 6 seconds.
 JZ0407
 JZ0407.The orthometric height was determined by differential leveling
 JZ0407.and adjusted by the National Geodetic Survey in June 1991..
 JZ0407
 JZ0407.The geoid height was determined by GEOID03.
 JZ0407
 JZ0407.The dynamic height is computed by dividing the NAVD 88
 JZ0407.geopotential number by the normal gravity value computed on the
 JZ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0407.degrees latitude (g = 980.6199 gals.).
 JZ0407
 JZ0407.The modeled gravity was interpolated from observed gravity values.
 JZ0407
 JZ0407;                    North         East    Units  Estimated Accuracy
 JZ0407;SPC OH S     -   120,920.      433,820.      MT  (+/- 180 meters Scaled)
 JZ0407
 JZ0407                          SUPERSEDED SURVEY CONTROL
 JZ0407
 JZ0407  NGVD 29 (??/??/92)  162.564  (m)          533.35   (f) ADJ UNCH    1 2
 JZ0407
 JZ0407.Superseded values are not recommended for survey control.
 JZ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0407.See file dsdata.txt to determine how the superseded data were derived.
 JZ0407
 JZ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ231280(NAD 83)
 JZ0407_MARKER: DD = SURVEY DISK
 JZ0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0407_SP_SET: STEP
 JZ0407_STAMPING: 181
 JZ0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0407
 JZ0407  HISTORY     - Date     Condition        Report By
 JZ0407  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0407  HISTORY     - 1949     GOOD             NGS
 JZ0407
 JZ0407                          STATION DESCRIPTION
 JZ0407
 JZ0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0407'AT CINCINNATI.
 JZ0407'AT CINCINNATI, AT THE CITY OF CINCINNATI WATERWORKS, IN THE TOP
 JZ0407'AT THE NORTH END OF THE 2ND STEP DOWN OF CONCRETE STAIRS TO THE
 JZ0407'EAST ENTRANCE TO THE OLD CHEMICAL HOUSE NOW CALLED MAINTENANCE,
 JZ0407'49 FEET SOUTH OF THE NORTHEAST CORNER OF 2 STORY BRICK BUILDING,
 JZ0407'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE CONCRETE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0408 ***********************************************************************
 JZ0408  DESIGNATION -  182
 JZ0408  PID         -  JZ0408
 JZ0408  STATE/COUNTY-  OH/HAMILTON
 JZ0408  USGS QUAD   -  NEWPORT (1987)
 JZ0408
 JZ0408                         *CURRENT SURVEY CONTROL
 JZ0408  ___________________________________________________________________
 JZ0408* NAD 83(1986)-  39 04 17.     (N)    084 25 24.     (W)     SCALED    
 JZ0408* NAVD 88     -       163.394  (meters)     536.07   (feet)  ADJUSTED  
 JZ0408  ___________________________________________________________________
 JZ0408  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0408  DYNAMIC HT  -         163.291 (meters)     535.73  (feet)  COMP
 JZ0408  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 JZ0408
 JZ0408  VERT ORDER  -  FIRST     CLASS II
 JZ0408
 JZ0408.The horizontal coordinates were scaled from a topographic map and have
 JZ0408.an estimated accuracy of +/- 6 seconds.
 JZ0408
 JZ0408.The orthometric height was determined by differential leveling
 JZ0408.and adjusted by the National Geodetic Survey in June 1991..
 JZ0408.WARNING-Repeat measurements at this control monument indicate possible
 JZ0408.vertical movement.
 JZ0408
 JZ0408.The geoid height was determined by GEOID03.
 JZ0408
 JZ0408.The dynamic height is computed by dividing the NAVD 88
 JZ0408.geopotential number by the normal gravity value computed on the
 JZ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0408.degrees latitude (g = 980.6199 gals.).
 JZ0408
 JZ0408.The modeled gravity was interpolated from observed gravity values.
 JZ0408
 JZ0408;                    North         East    Units  Estimated Accuracy
 JZ0408;SPC OH S     -   120,710.      433,580.      MT  (+/- 180 meters Scaled)
 JZ0408
 JZ0408                          SUPERSEDED SURVEY CONTROL
 JZ0408
 JZ0408  NGVD 29 (??/??/92)  163.573  (m)          536.66   (f) ADJ UNCH    1 2
 JZ0408
 JZ0408.Superseded values are not recommended for survey control.
 JZ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0408.See file dsdata.txt to determine how the superseded data were derived.
 JZ0408
 JZ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ229278(NAD 83)
 JZ0408_MARKER: DD = SURVEY DISK
 JZ0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0408_SP_SET: STONE MASONRY
 JZ0408_STAMPING: 182
 JZ0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0408+STABILITY: SURFACE MOTION
 JZ0408
 JZ0408  HISTORY     - Date     Condition        Report By
 JZ0408  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0408  HISTORY     - 1949     GOOD             NGS
 JZ0408  HISTORY     - 1965     GOOD             NGS
 JZ0408
 JZ0408                          STATION DESCRIPTION
 JZ0408
 JZ0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0408'AT CINCINNATI.
 JZ0408'AT CINCINNATI, ON THE GROUNDS OF THE CALIFORNIA GOLF COURSE,
 JZ0408'ABOUT 0.25 MILE SOUTHWEST ALONG KELLOGG AVENUE FROM THE NEW
 JZ0408'CHEMICAL BUILDING OF THE CITY WATERWORKS, 81 FEET EAST OF THE CENTER
 JZ0408'LINE OF KELLOGG AVENUE, 39 FEET NORTH-NORTHWEST OF THE PROLONGED
 JZ0408'CENTER LINE OF CONCRETE ROAD LEADING WEST, SET IN THE TOP AND
 JZ0408'NEAR THE CENTER OF THE 13 FOOT CONCRETE COVER OF CIRCULAR STONE
 JZ0408'MASONRY VALVE CHAMBER AND ABOUT 16 FEET ABOVE THE LEVEL OF KELLOGG
 JZ0408'AVENUE.
 JZ0408
 JZ0408                          STATION RECOVERY (1965)
 JZ0408
 JZ0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JZ0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0682 ***********************************************************************
 JZ0682  DESIGNATION -  183
 JZ0682  PID         -  JZ0682
 JZ0682  STATE/COUNTY-  OH/HAMILTON
 JZ0682  USGS QUAD   -  COVINGTON (1987)
 JZ0682
 JZ0682                         *CURRENT SURVEY CONTROL
 JZ0682  ___________________________________________________________________
 JZ0682* NAD 83(1986)-  39 05 26.     (N)    084 33 48.     (W)     SCALED    
 JZ0682* NAVD 88     -       154.589  (meters)     507.18   (feet)  ADJUSTED  
 JZ0682  ___________________________________________________________________
 JZ0682  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0682  DYNAMIC HT  -         154.492 (meters)     506.86  (feet)  COMP
 JZ0682  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JZ0682
 JZ0682  VERT ORDER  -  FIRST     CLASS II
 JZ0682
 JZ0682.The horizontal coordinates were scaled from a topographic map and have
 JZ0682.an estimated accuracy of +/- 6 seconds.
 JZ0682
 JZ0682.The orthometric height was determined by differential leveling
 JZ0682.and adjusted by the National Geodetic Survey in June 1991..
 JZ0682
 JZ0682.The geoid height was determined by GEOID03.
 JZ0682
 JZ0682.The dynamic height is computed by dividing the NAVD 88
 JZ0682.geopotential number by the normal gravity value computed on the
 JZ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0682.degrees latitude (g = 980.6199 gals.).
 JZ0682
 JZ0682.The modeled gravity was interpolated from observed gravity values.
 JZ0682
 JZ0682;                    North         East    Units  Estimated Accuracy
 JZ0682;SPC OH S     -   123,110.      421,510.      MT  (+/- 180 meters Scaled)
 JZ0682
 JZ0682                          SUPERSEDED SURVEY CONTROL
 JZ0682
 JZ0682  NGVD 29 (??/??/92)  154.766  (m)          507.76   (f) ADJ UNCH    1 2
 JZ0682
 JZ0682.Superseded values are not recommended for survey control.
 JZ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0682.See file dsdata.txt to determine how the superseded data were derived.
 JZ0682
 JZ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ107296(NAD 83)
 JZ0682_MARKER: DD = SURVEY DISK
 JZ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0682_STAMPING: 183
 JZ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0682+STABILITY: SURFACE MOTION
 JZ0682
 JZ0682  HISTORY     - Date     Condition        Report By
 JZ0682  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0682  HISTORY     - 1947     GOOD             NGS
 JZ0682  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0682
 JZ0682                          STATION DESCRIPTION
 JZ0682
 JZ0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0682'AT CINCINNATI.
 JZ0682'AT CINCINNATI, ALONG RIVER ROAD IN THE 2800 BLOCK, 14.5 FT W
 JZ0682'OF THE W LINE OF A ONE-STORY FRAME HOUSE 2809, 10.8 FT N OF THE
 JZ0682'N CURB OF RIVER ROAD.  ABOUT 0.8 FT HIGHER THAN THE SIDEWALK A
 JZ0682'CONCRETE POST.
 JZ0682
 JZ0682                          STATION RECOVERY (1986)
 JZ0682
 JZ0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1160 ***********************************************************************
 JX1160  DESIGNATION -  183 B
 JX1160  PID         -  JX1160
 JX1160  STATE/COUNTY-  OH/WASHINGTON
 JX1160  USGS QUAD   -  PARKERSBURG (1994)
 JX1160
 JX1160                         *CURRENT SURVEY CONTROL
 JX1160  ___________________________________________________________________
 JX1160* NAD 83(1986)-  39 16 19.     (N)    081 34 05.     (W)     SCALED    
 JX1160* NAVD 88     -       185.772  (meters)     609.49   (feet)  ADJUSTED  
 JX1160  ___________________________________________________________________
 JX1160  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JX1160  DYNAMIC HT  -         185.656 (meters)     609.11  (feet)  COMP
 JX1160  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 JX1160
 JX1160  VERT ORDER  -  FIRST     CLASS II
 JX1160
 JX1160.The horizontal coordinates were scaled from a topographic map and have
 JX1160.an estimated accuracy of +/- 6 seconds.
 JX1160
 JX1160.The orthometric height was determined by differential leveling
 JX1160.and adjusted by the National Geodetic Survey in June 1991..
 JX1160
 JX1160.The geoid height was determined by GEOID03.
 JX1160
 JX1160.The dynamic height is computed by dividing the NAVD 88
 JX1160.geopotential number by the normal gravity value computed on the
 JX1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1160.degrees latitude (g = 980.6199 gals.).
 JX1160
 JX1160.The modeled gravity was interpolated from observed gravity values.
 JX1160
 JX1160;                    North         East    Units  Estimated Accuracy
 JX1160;SPC OH S     -   141,620.      680,420.      MT  (+/- 180 meters Scaled)
 JX1160
 JX1160                          SUPERSEDED SURVEY CONTROL
 JX1160
 JX1160  NGVD 29 (??/??/92)  185.957  (m)          610.09   (f) ADJ UNCH    1 2
 JX1160
 JX1160.Superseded values are not recommended for survey control.
 JX1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1160.See file dsdata.txt to determine how the superseded data were derived.
 JX1160
 JX1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD510471(NAD 83)
 JX1160_MARKER: Q = CHISELED SQUARE
 JX1160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1160_SP_SET: BRIDGE
 JX1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX1160+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2004
 JX1160
 JX1160  HISTORY     - Date     Condition        Report By
 JX1160  HISTORY     - UNK      MONUMENTED       DOD
 JX1160  HISTORY     - 1959     GOOD             NGS
 JX1160  HISTORY     - 1963     GOOD             NGS
 JX1160  HISTORY     - 1976     GOOD             NGS
 JX1160  HISTORY     - 20041224 GOOD             GEOCAC
 JX1160
 JX1160                          STATION DESCRIPTION
 JX1160
 JX1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX1160'AT BELPRE.
 JX1160'AT BELPRE, ON TOP OF THE NORTHEAST CORNER OF THE BASE OF THE
 JX1160'FIRST PIER WEST OF THE WEST BANK OF THE OHIO RIVER, ALSO THE
 JX1160'FIFTH PIER SOUTHEAST OF THE NORTHWEST END OF THE BALTIMORE AND
 JX1160'OHIO RAILROAD BRIDGE ACROSS THE OHIO RIVER, IN SECTION 25,
 JX1160'T-1-N R-9-W, 45 FEET WEST OF THE WEST BANK OF THE RIVER, 1 1/2
 JX1160'FEET SOUTH OF THE NORTHEAST CORNER OF THE BASE, ABOUT 3 1/2 FEET
 JX1160'ABOVE THE GROUND, AND IS A CHISELED SQUARE MARKED BY THE
 JX1160'CHISELED LETTERS AND NUMBERS U S B M 1899.
 JX1160
 JX1160                          STATION RECOVERY (1963)
 JX1160
 JX1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1160'RECOVERED IN GOOD CONDITION.
 JX1160
 JX1160                          STATION RECOVERY (1976)
 JX1160
 JX1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1160'RECOVERED IN GOOD CONDITION.
 JX1160
 JX1160                          STATION RECOVERY (2004)
 JX1160
 JX1160'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 JX1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3140 ***********************************************************************
 MB3140  DESIGNATION -  1838
 MB3140  PID         -  MB3140
 MB3140  STATE/COUNTY-  OH/GEAUGA
 MB3140  USGS QUAD   -  GARRETTSVILLE (1994)
 MB3140
 MB3140                         *CURRENT SURVEY CONTROL
 MB3140  ___________________________________________________________________
 MB3140* NAD 83(1995)-  41 20 52.56341(N)    081 00 11.93191(W)     ADJUSTED  
 MB3140* NAVD 88     -       284.6    (meters)     934.     (feet)  VERTCON   
 MB3140  ___________________________________________________________________
 MB3140  X           -     749,882.511 (meters)                     COMP
 MB3140  Y           -  -4,736,345.098 (meters)                     COMP
 MB3140  Z           -   4,191,674.137 (meters)                     COMP
 MB3140  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 MB3140  ELLIP HEIGHT-         250.72  (meters)          (10/07/05) GPS OBS
 MB3140  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB3140
 MB3140  HORZ ORDER  -  FIRST
 MB3140  ELLP ORDER  -  FOURTH    CLASS I
 MB3140
 MB3140.The horizontal coordinates were established by GPS observations
 MB3140.and adjusted by the National Geodetic Survey in April 1998..
 MB3140
 MB3140.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3140
 MB3140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3140
 MB3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3140
 MB3140.The ellipsoidal height was determined by GPS observations
 MB3140.and is referenced to NAD 83.
 MB3140
 MB3140.The geoid height was determined by GEOID03.
 MB3140
 MB3140;                    North         East     Units Scale Factor Converg.
 MB3140;SPC OH N     -   187,774.198   725,247.124   MT  0.99995107   +0 58 59.7
 MB3140;UTM  17      - 4,577,382.243   499,722.723   MT  0.99960000   -0 00 07.9
 MB3140
 MB3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3140!SPC OH N     -   0.99996068  x   0.99995107  =   0.99991175
 MB3140!UTM  17      -   0.99996068  x   0.99960000  =   0.99956069
 MB3140
 MB3140                          SUPERSEDED SURVEY CONTROL
 MB3140
 MB3140  ELLIP H (04/01/98)  250.76   (m)                       GP(       ) 4 1
 MB3140  NAD 83(1986)-  41 20 52.57144(N)    081 00 11.92828(W) AD(       ) 1
 MB3140  NGVD 29 (12/02/91)  284.8    (m)          934.     (f) GPS OBS        
 MB3140
 MB3140.Superseded values are not recommended for survey control.
 MB3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3140.See file dsdata.txt to determine how the superseded data were derived.
 MB3140
 MB3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9972377382(NAD 83)
 MB3140_MARKER: DE = TRAVERSE STATION DISK
 MB3140_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3140_SP_SET: CONCRETE MONUMENT
 MB3140_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1838
 MB3140_MARK LOGO: OH-055
 MB3140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3140+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3140
 MB3140  HISTORY     - Date     Condition        Report By
 MB3140  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3140
 MB3140                          STATION DESCRIPTION
 MB3140
 MB3140'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3140'THE STATION IS LOCATED APPROXIMATELY 27 FEET NORTH OF THE CENTERLINE
 MB3140'OF REYNOLDS ROAD AND IS APPROXIMATELY 15 FEET WEST OF THE CENTERLINE
 MB3140'OF CHALKER ROAD. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH
 MB3140'BRASS DISK SET INTO A CONCRETE MONUMENT AND IS STAMPED 1838. TO REACH
 MB3140'THE STATION FROAM THE CHARDON POST OFFICE PROCEED WEST ON CENTER
 MB3140'STREET FOR .02 MILES TO WASHINGTON STREET. TURN LEFT ON WASHINGTON
 MB3140'STREET AND PROCEED SOUTH FOR .17 MILES TO WATER STREET. TURN RIGHT ON
 MB3140'WATER STREET AND PROCEED EAST FOR .29 MILES TO SOUTH STREET OR
 MB3140'RAVENNA ROAD. TURN RIGHT ON RAVENNA ROAD AND PROCEED SOUTH FOR 13.67
 MB3140'MILES TO MAIN MARKET ROAD. TURN LEFT ON MAIN MARKET ROAD AND PROCEED
 MB3140'EAST FOR 10.48 MILES TO REYNOLDS ROAD. TURN LEFT ON REYNOLDS ROAD AND
 MB3140'PROCEED EAST FOR 1.39 MILES TO CHALKER ROAD AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0683 ***********************************************************************
 JZ0683  DESIGNATION -  184
 JZ0683  PID         -  JZ0683
 JZ0683  STATE/COUNTY-  OH/HAMILTON
 JZ0683  USGS QUAD   -  COVINGTON (1987)
 JZ0683
 JZ0683                         *CURRENT SURVEY CONTROL
 JZ0683  ___________________________________________________________________
 JZ0683* NAD 83(1986)-  39 05 22.     (N)    084 33 52.     (W)     SCALED    
 JZ0683* NAVD 88     -       155.207  (meters)     509.21   (feet)  ADJUSTED  
 JZ0683  ___________________________________________________________________
 JZ0683  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0683  DYNAMIC HT  -         155.109 (meters)     508.89  (feet)  COMP
 JZ0683  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JZ0683
 JZ0683  VERT ORDER  -  FIRST     CLASS II
 JZ0683
 JZ0683.The horizontal coordinates were scaled from a topographic map and have
 JZ0683.an estimated accuracy of +/- 6 seconds.
 JZ0683
 JZ0683.The orthometric height was determined by differential leveling
 JZ0683.and adjusted by the National Geodetic Survey in June 1991..
 JZ0683
 JZ0683.The geoid height was determined by GEOID03.
 JZ0683
 JZ0683.The dynamic height is computed by dividing the NAVD 88
 JZ0683.geopotential number by the normal gravity value computed on the
 JZ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0683.degrees latitude (g = 980.6199 gals.).
 JZ0683
 JZ0683.The modeled gravity was interpolated from observed gravity values.
 JZ0683
 JZ0683;                    North         East    Units  Estimated Accuracy
 JZ0683;SPC OH S     -   122,980.      421,420.      MT  (+/- 180 meters Scaled)
 JZ0683
 JZ0683                          SUPERSEDED SURVEY CONTROL
 JZ0683
 JZ0683  NGVD 29 (06/03/91)  155.384  (m)          509.79   (f) ADJUSTED    1 2
 JZ0683
 JZ0683.Superseded values are not recommended for survey control.
 JZ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0683.See file dsdata.txt to determine how the superseded data were derived.
 JZ0683
 JZ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ106295(NAD 83)
 JZ0683_MARKER: DT = TOPOGRAPHIC STATION DISK
 JZ0683_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0683_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0683_STAMPING: 184
 JZ0683_MARK LOGO: OH1610
 JZ0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0683
 JZ0683  HISTORY     - Date     Condition        Report By
 JZ0683  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0683  HISTORY     - 1947     GOOD             NGS
 JZ0683  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0683  HISTORY     - 19900920 GOOD             WOOLPT
 JZ0683
 JZ0683                          STATION DESCRIPTION
 JZ0683
 JZ0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0683'AT CINCINNATI.
 JZ0683'AT CINCINNATI, ALONG RIVER ROAD IN THE 2800 BLOCK, 0.6 FT E OF
 JZ0683'THE W LINE AND ACROSS THE STREET FROM A TWO-STORY FRAME HOUSE
 JZ0683'2845, 2.4 FT N OF THE N CURB OF RIVER ROAD, 18.6 FT E OF A FIRE
 JZ0683'HYDRANT, 9.5 FT S OF THE SW CORNER OF A SIX-FT RETAINING WALL.  A
 JZ0683'CONCRETE POST SET FLUSH WITH WALK.
 JZ0683
 JZ0683                          STATION RECOVERY (1961)
 JZ0683
 JZ0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0683'MARK NOT FOUND.
 JZ0683
 JZ0683                          STATION RECOVERY (1990)
 JZ0683
 JZ0683'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7165 ***********************************************************************
 DG7165  CBN         -  This is a Cooperative Base Network Control Station.
 DG7165  DESIGNATION -  185
 DG7165  PID         -  DG7165
 DG7165  STATE/COUNTY-  OH/CLERMONT
 DG7165  USGS QUAD   -  FELICITY (1974)
 DG7165
 DG7165                         *CURRENT SURVEY CONTROL
 DG7165  ___________________________________________________________________
 DG7165* NAD 83(1995)-  38 46 34.34223(N)    084 03 15.87185(W)     ADJUSTED  
 DG7165* NAVD 88     -       155.8    (meters)     511.     (feet)  GPS OBS   
 DG7165  ___________________________________________________________________
 DG7165  X           -     515,746.795 (meters)                     COMP
 DG7165  Y           -  -4,952,236.052 (meters)                     COMP
 DG7165  Z           -   3,973,055.488 (meters)                     COMP
 DG7165  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 DG7165  ELLIP HEIGHT-         122.06  (meters)          (09/23/04) GPS OBS
 DG7165  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DG7165
 DG7165  HORZ ORDER  -  A
 DG7165  ELLP ORDER  -  FOURTH    CLASS I
 DG7165
 DG7165.The horizontal coordinates were established by GPS observations
 DG7165.and adjusted by the National Geodetic Survey in September 2004..
 DG7165
 DG7165.The orthometric height was determined by GPS observations and a
 DG7165.high-resolution geoid model.
 DG7165
 DG7165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7165
 DG7165.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7165
 DG7165.The ellipsoidal height was determined by GPS observations
 DG7165.and is referenced to NAD 83.
 DG7165
 DG7165.The geoid height was determined by GEOID03.
 DG7165
 DG7165;                    North         East     Units Scale Factor Converg.
 DG7165;SPC OH S     -    87,332.477   464,931.780   MT  0.99999185   -0 59 10.7
 DG7165;UTM  16      - 4,296,063.920   755,889.976   MT  1.00040640   +1 50 44.8
 DG7165;UTM  17      - 4,296,374.259   234,654.880   MT  1.00046710   -1 54 50.5
 DG7165
 DG7165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7165!SPC OH S     -   0.99998085  x   0.99999185  =   0.99997270
 DG7165!UTM  16      -   0.99998085  x   1.00040640  =   1.00038724
 DG7165!UTM  17      -   0.99998085  x   1.00046710  =   1.00044794
 DG7165
 DG7165                          SUPERSEDED SURVEY CONTROL
 DG7165
 DG7165.No superseded survey control is available for this station.
 DG7165
 DG7165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH5589096064(NAD 83)
 DG7165_MARKER: DD = SURVEY DISK
 DG7165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7165_STAMPING: 185
 DG7165_MARK LOGO: OH-025
 DG7165_PROJECTION: FLUSH
 DG7165_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7165+STABILITY: SURFACE MOTION
 DG7165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7165+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7165
 DG7165  HISTORY     - Date     Condition        Report By
 DG7165  HISTORY     - 2003     MONUMENTED       OH-025
 DG7165
 DG7165                          STATION DESCRIPTION
 DG7165
 DG7165'DESCRIBED BY CLERMONT COUNTY OHIO 2003 (CR)
 DG7165'THE STATION IS LOCATED ABOUT 22 MI SOUTH-SOUTHEAST OF BATAVIA, 5 MI
 DG7165'EAST OF CHILO,  AT THE  EAST SIDE OF THE VILLAGE OF UTOPIA, NEAR THE
 DG7165'BROWN-CLERMONT COUNTY LINE, 0.25 MI NORTH  OF  THE OHIO RIVER, AND ON
 DG7165'PUBLIC RIGHT-OF-WAY OF US HIGHWAY 52.
 DG7165' 
 DG7165'TO REACH FROM THE JUNCTION OF STATE ROUTE 133 AND US HIGHWAY 52, ABOUT
 DG7165'3 MI  EAST-SOUTHEAST OF CHILO, GO EAST ON HIGHWAY 52 FOR 2.3 MI TO THE
 DG7165'STATION ON THE RIGHT.
 DG7165' 
 DG7165'THE STATION IS A BRASS CAP SET IN A CONCRETE MONUMENT.  LOCATED 424 FT
 DG7165'EAST OF THE  CENTERLINE OF EAST STREET, 21 FT SOUTH OF THE CENTERLINE
 DG7165'OF HIGHWAY 52, AND 147 FT WEST  OF THE WEST END OF GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0170 ***********************************************************************
 JZ0170  DESIGNATION -  186
 JZ0170  PID         -  JZ0170
 JZ0170  STATE/COUNTY-  OH/MONTGOMERY
 JZ0170  USGS QUAD   -  BROOKVILLE (1987)
 JZ0170
 JZ0170                         *CURRENT SURVEY CONTROL
 JZ0170  ___________________________________________________________________
 JZ0170* NAD 83(1986)-  39 48 36.     (N)    084 28 59.     (W)     SCALED    
 JZ0170* NAVD 88     -       313.509  (meters)    1028.57   (feet)  ADJUSTED  
 JZ0170  ___________________________________________________________________
 JZ0170  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JZ0170  DYNAMIC HT  -         313.332 (meters)    1027.99  (feet)  COMP
 JZ0170  MODELED GRAV-     980,053.2   (mgal)                       NAVD 88
 JZ0170
 JZ0170  VERT ORDER  -  SECOND    CLASS 0
 JZ0170
 JZ0170.The horizontal coordinates were scaled from a topographic map and have
 JZ0170.an estimated accuracy of +/- 6 seconds.
 JZ0170
 JZ0170.The orthometric height was determined by differential leveling
 JZ0170.and adjusted by the National Geodetic Survey in June 1991..
 JZ0170
 JZ0170.The geoid height was determined by GEOID03.
 JZ0170
 JZ0170.The dynamic height is computed by dividing the NAVD 88
 JZ0170.geopotential number by the normal gravity value computed on the
 JZ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0170.degrees latitude (g = 980.6199 gals.).
 JZ0170
 JZ0170.The modeled gravity was interpolated from observed gravity values.
 JZ0170
 JZ0170;                    North         East    Units  Estimated Accuracy
 JZ0170;SPC OH S     -   202,800.      430,210.      MT  (+/- 180 meters Scaled)
 JZ0170
 JZ0170                          SUPERSEDED SURVEY CONTROL
 JZ0170
 JZ0170  NGVD 29 (??/??/92)  313.677  (m)         1029.12   (f) ADJ UNCH    2 0
 JZ0170
 JZ0170.Superseded values are not recommended for survey control.
 JZ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0170.See file dsdata.txt to determine how the superseded data were derived.
 JZ0170
 JZ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK154097(NAD 83)
 JZ0170_MARKER: DD = SURVEY DISK
 JZ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0170_STAMPING: 186
 JZ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0170+STABILITY: SURFACE MOTION
 JZ0170
 JZ0170  HISTORY     - Date     Condition        Report By
 JZ0170  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0170  HISTORY     - 1947     GOOD             NGS
 JZ0170  HISTORY     - 20041015 MARK NOT FOUND   INDIV
 JZ0170
 JZ0170                          STATION DESCRIPTION
 JZ0170
 JZ0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0170'7.3 MI NE FROM WEST ALEXANDRIA.
 JZ0170'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0170'WEST ALEXANDRIA, THENCE ABOUT 4.55 MILES NORTH ALONG THE
 JZ0170'PREBLE-MONTGOMERY COUNTY LINE ROAD, ABOUT 3.55 MILES SOUTH OF
 JZ0170'THE INTERSECTION OF U.S. HIGHWAY 40, AT THE INTERSECTION OF
 JZ0170'PROVIDENCE ROAD, ABOUT 100 YARDS EAST AND ACROSS THE
 JZ0170'INTERSECTION FROM A CEMETERY, 20 FEET EAST OF THE CENTER LINE
 JZ0170'OF THE COUNTY LINE ROAD, 27 FEET NORTH OF THE CENTER LINE OF
 JZ0170'PROVIDENCE ROAD, 7 FEET WEST OF A WIRE FENCE, 8 FEET NORTHWEST
 JZ0170'OF A FENCE CORNER, 10.9 FEET NORTHWEST OF A ROAD IDENTIFICATION
 JZ0170'SIGN, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ0170'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ0170'14 INCHES.
 JZ0170
 JZ0170                          STATION RECOVERY (2004)
 JZ0170
 JZ0170'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3141 ***********************************************************************
 MB3141  DESIGNATION -  1871
 MB3141  PID         -  MB3141
 MB3141  STATE/COUNTY-  OH/GEAUGA
 MB3141  USGS QUAD   -  MIDDLEFIELD (1994)
 MB3141
 MB3141                         *CURRENT SURVEY CONTROL
 MB3141  ___________________________________________________________________
 MB3141* NAD 83(1995)-  41 29 38.31088(N)    081 00 11.80697(W)     ADJUSTED  
 MB3141* NAVD 88     -       341.2    (meters)    1119.     (feet)  VERTCON   
 MB3141  ___________________________________________________________________
 MB3141  X           -     748,213.903 (meters)                     COMP
 MB3141  Y           -  -4,725,787.442 (meters)                     COMP
 MB3141  Z           -   4,203,874.691 (meters)                     COMP
 MB3141  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 MB3141  ELLIP HEIGHT-         307.31  (meters)          (10/07/05) GPS OBS
 MB3141  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB3141
 MB3141  HORZ ORDER  -  FIRST
 MB3141  ELLP ORDER  -  FOURTH    CLASS I
 MB3141
 MB3141.The horizontal coordinates were established by GPS observations
 MB3141.and adjusted by the National Geodetic Survey in April 1998..
 MB3141
 MB3141.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3141
 MB3141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3141
 MB3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3141
 MB3141.The ellipsoidal height was determined by GPS observations
 MB3141.and is referenced to NAD 83.
 MB3141
 MB3141.The geoid height was determined by GEOID03.
 MB3141
 MB3141;                    North         East     Units Scale Factor Converg.
 MB3141;SPC OH N     -   203,990.794   724,971.704   MT  0.99996677   +0 58 59.8
 MB3141;UTM  17      - 4,593,595.364   499,726.241   MT  0.99960000   -0 00 07.8
 MB3141
 MB3141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3141!SPC OH N     -   0.99995180  x   0.99996677  =   0.99991857
 MB3141!UTM  17      -   0.99995180  x   0.99960000  =   0.99955182
 MB3141
 MB3141                          SUPERSEDED SURVEY CONTROL
 MB3141
 MB3141  ELLIP H (04/01/98)  307.35   (m)                       GP(       ) 4 1
 MB3141  NAD 83(1986)-  41 29 38.32008(N)    081 00 11.80418(W) AD(       ) 1
 MB3141  NGVD 29 (12/02/91)  341.4    (m)         1120.     (f) GPS OBS        
 MB3141
 MB3141.Superseded values are not recommended for survey control.
 MB3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3141.See file dsdata.txt to determine how the superseded data were derived.
 MB3141
 MB3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9972693595(NAD 83)
 MB3141_MARKER: DE = TRAVERSE STATION DISK
 MB3141_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3141_SP_SET: CONCRETE MONUMENT
 MB3141_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1871
 MB3141_MARK LOGO: OH-055
 MB3141_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3141+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3141
 MB3141  HISTORY     - Date     Condition        Report By
 MB3141  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3141
 MB3141                          STATION DESCRIPTION
 MB3141
 MB3141'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3141'THE STATION IS LOCATED APPROXIMATELY 24 FEET NORTH OF THE CENTERLINE
 MB3141'OF PETERS ROAD AND IS APPROXIMATELY 32 FEET WEST OF BUNDYSBURG ROAD.
 MB3141'THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK SET INTO A
 MB3141'CONCRETE MONUMENT AND IS STAMPED 1871. TO REACH THE STATION FROM THE
 MB3141'CHARDON POST OFFICE PROCEED EAST ON CENTER STREET FOR .19 MILES TO
 MB3141'THE HAMBDEN TOWNSHIP LINE. TURN RIGHT ON GRANT STREET AND PROCEED
 MB3141'SOUTH FOR .19 MILES TO CHARDON WINDSOR ROAD. TURN LEFT ON CHARDON
 MB3141'WINDSOR ROAD AND PROCEED SOUTHEAST FOR 7.30 MILES TO STATE ROUTE 528.
 MB3141'TURN RIGHT ON STATE ROUTE 528 AND PROCEED SOUTH FOR 4.55 MILES TO
 MB3141'PETERS ROAD. TURN LEFT ON PETERS ROAD AND PROCEED EAST FOR 2.41 MILES
 MB3141'TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3142 ***********************************************************************
 MB3142  DESIGNATION -  1874
 MB3142  PID         -  MB3142
 MB3142  STATE/COUNTY-  OH/GEAUGA
 MB3142  USGS QUAD   -  THOMPSON (1994)
 MB3142
 MB3142                         *CURRENT SURVEY CONTROL
 MB3142  ___________________________________________________________________
 MB3142* NAD 83(1995)-  41 38 19.45686(N)    081 06 04.34706(W)     ADJUSTED  
 MB3142* NAVD 88     -       377.5    (meters)    1239.     (feet)  VERTCON   
 MB3142  ___________________________________________________________________
 MB3142  X           -     738,489.610 (meters)                     COMP
 MB3142  Y           -  -4,716,546.357 (meters)                     COMP
 MB3142  Z           -   4,215,928.689 (meters)                     COMP
 MB3142  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 MB3142  ELLIP HEIGHT-         343.45  (meters)          (10/07/05) GPS OBS
 MB3142  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 MB3142
 MB3142  HORZ ORDER  -  FIRST
 MB3142  ELLP ORDER  -  FOURTH    CLASS I
 MB3142
 MB3142.The horizontal coordinates were established by GPS observations
 MB3142.and adjusted by the National Geodetic Survey in April 1998..
 MB3142
 MB3142.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3142
 MB3142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3142
 MB3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3142
 MB3142.The ellipsoidal height was determined by GPS observations
 MB3142.and is referenced to NAD 83.
 MB3142
 MB3142.The geoid height was determined by GEOID03.
 MB3142
 MB3142;                    North         East     Units Scale Factor Converg.
 MB3142;SPC OH N     -   219,930.687   716,537.897   MT  0.99998876   +0 55 08.2
 MB3142;UTM  17      - 4,609,671.933   491,570.993   MT  0.99960087   -0 04 02.1
 MB3142
 MB3142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3142!SPC OH N     -   0.99994613  x   0.99998876  =   0.99993489
 MB3142!UTM  17      -   0.99994613  x   0.99960087  =   0.99954702
 MB3142
 MB3142                          SUPERSEDED SURVEY CONTROL
 MB3142
 MB3142  ELLIP H (04/01/98)  343.50   (m)                       GP(       ) 4 1
 MB3142  NAD 83(1986)-  41 38 19.46699(N)    081 06 04.34497(W) AD(       ) 1
 MB3142  NGVD 29 (12/02/91)  377.7    (m)         1239.     (f) GPS OBS        
 MB3142
 MB3142.Superseded values are not recommended for survey control.
 MB3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3142.See file dsdata.txt to determine how the superseded data were derived.
 MB3142
 MB3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9157109672(NAD 83)
 MB3142_MARKER: DE = TRAVERSE STATION DISK
 MB3142_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3142_SP_SET: CONCRETE MONUMENT
 MB3142_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1874
 MB3142_MARK LOGO: OH-055
 MB3142_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3142+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3142
 MB3142  HISTORY     - Date     Condition        Report By
 MB3142  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3142  HISTORY     - 20011117 MARK NOT FOUND   USPSQD
 MB3142
 MB3142                          STATION DESCRIPTION
 MB3142
 MB3142'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3142'THE STATION IS LOCATED APPROXIMATELY 11.8 FEET SOUTHEAST OF THE
 MB3142'CENTERLINE OF ROCK CREEK ROAD AND IS APPROXIMATELY 45.4 FEET SOUTH OF
 MB3142'THE POWERPOLE. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS
 MB3142'DISK SET INTO A CONCRETE MONUMENT AND IS STAMPED 1874. TO REACH THE
 MB3142'STATION FROM THE CHARDON POST OFFICE PROCEED EAST FOR .19 MILES TO
 MB3142'THE HAMBDEN TOWNSHIP LINE. PROCEED EAST ON CHARDON ROAD OR STATE
 MB3142'ROUTE 166 FOR 6.13 MILES TO THE MARK.
 MB3142
 MB3142                          STATION RECOVERY (2001)
 MB3142
 MB3142'RECOVERY NOTE BY US POWER SQUADRON 2001 (JFE)
 MB3142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0227 ***********************************************************************
 LA0227  DESIGNATION -  188
 LA0227  PID         -  LA0227
 LA0227  STATE/COUNTY-  OH/DARKE
 LA0227  USGS QUAD   -  DAWN (1983)
 LA0227
 LA0227                         *CURRENT SURVEY CONTROL
 LA0227  ___________________________________________________________________
 LA0227* NAD 83(1986)-  40 12 51.     (N)    084 36 25.     (W)     SCALED    
 LA0227* NAVD 88     -       304.893  (meters)    1000.30   (feet)  ADJUSTED  
 LA0227  ___________________________________________________________________
 LA0227  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LA0227  DYNAMIC HT  -         304.736 (meters)     999.79  (feet)  COMP
 LA0227  MODELED GRAV-     980,099.6   (mgal)                       NAVD 88
 LA0227
 LA0227  VERT ORDER  -  SECOND    CLASS 0
 LA0227
 LA0227.The horizontal coordinates were scaled from a topographic map and have
 LA0227.an estimated accuracy of +/- 6 seconds.
 LA0227
 LA0227.The orthometric height was determined by differential leveling
 LA0227.and adjusted by the National Geodetic Survey in June 1991..
 LA0227
 LA0227.The geoid height was determined by GEOID03.
 LA0227
 LA0227.The dynamic height is computed by dividing the NAVD 88
 LA0227.geopotential number by the normal gravity value computed on the
 LA0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0227.degrees latitude (g = 980.6199 gals.).
 LA0227
 LA0227.The modeled gravity was interpolated from observed gravity values.
 LA0227
 LA0227;                    North         East    Units  Estimated Accuracy
 LA0227;SPC OH S     -   247,910.      420,650.      MT  (+/- 180 meters Scaled)
 LA0227
 LA0227                          SUPERSEDED SURVEY CONTROL
 LA0227
 LA0227  NGVD 29 (??/??/92)  305.056  (m)         1000.84   (f) ADJ UNCH    2 0
 LA0227
 LA0227.Superseded values are not recommended for survey control.
 LA0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0227.See file dsdata.txt to determine how the superseded data were derived.
 LA0227
 LA0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK036542(NAD 83)
 LA0227_MARKER: B = BOLT
 LA0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0227_SP_SET: BRIDGE
 LA0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0227
 LA0227  HISTORY     - Date     Condition        Report By
 LA0227  HISTORY     - UNK      MONUMENTED       PCRR
 LA0227  HISTORY     - 1934     GOOD             NGS
 LA0227
 LA0227                          STATION DESCRIPTION
 LA0227
 LA0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0227'1.8 MI E FROM ANSONIA.
 LA0227'1.8 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA0227'LOUIS RAILWAY FROM THE STATION AT ANSONIA, DARKE COUNTY, IN THE
 LA0227'TOP OF THE NORTHEAST CORNER OF THE CONCRETE BACK WALL OF A BRIDGE
 LA0227'OVER A SMALL CREEK, OPPOSITE POLE 188/05, 11.2 FEET NORTH
 LA0227'OF THE NORTH RAIL, AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.
 LA0227'AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3143 ***********************************************************************
 MB3143  DESIGNATION -  1882
 MB3143  PID         -  MB3143
 MB3143  STATE/COUNTY-  OH/GEAUGA
 MB3143  USGS QUAD   -  EAST CLARIDON (1994)
 MB3143
 MB3143                         *CURRENT SURVEY CONTROL
 MB3143  ___________________________________________________________________
 MB3143* NAD 83(1995)-  41 35 27.18242(N)    081 02 19.93623(W)     ADJUSTED  
 MB3143* NAVD 88     -       352.0    (meters)    1155.     (feet)  VERTCON   
 MB3143  ___________________________________________________________________
 MB3143  X           -     744,167.534 (meters)                     COMP
 MB3143  Y           -  -4,719,208.199 (meters)                     COMP
 MB3143  Z           -   4,211,938.014 (meters)                     COMP
 MB3143  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 MB3143  ELLIP HEIGHT-         318.04  (meters)          (10/07/05) GPS OBS
 MB3143  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB3143
 MB3143  HORZ ORDER  -  FIRST
 MB3143  ELLP ORDER  -  FOURTH    CLASS I
 MB3143
 MB3143.The horizontal coordinates were established by GPS observations
 MB3143.and adjusted by the National Geodetic Survey in April 1998..
 MB3143
 MB3143.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3143
 MB3143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3143
 MB3143.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3143
 MB3143.The ellipsoidal height was determined by GPS observations
 MB3143.and is referenced to NAD 83.
 MB3143
 MB3143.The geoid height was determined by GEOID03.
 MB3143
 MB3143;                    North         East     Units Scale Factor Converg.
 MB3143;SPC OH N     -   214,701.720   721,819.900   MT  0.99998078   +0 57 35.6
 MB3143;UTM  17      - 4,604,354.898   496,760.244   MT  0.99960013   -0 01 32.9
 MB3143
 MB3143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3143!SPC OH N     -   0.99995012  x   0.99998078  =   0.99993090
 MB3143!UTM  17      -   0.99995012  x   0.99960013  =   0.99955027
 MB3143
 MB3143                          SUPERSEDED SURVEY CONTROL
 MB3143
 MB3143  ELLIP H (04/01/98)  318.08   (m)                       GP(       ) 4 1
 MB3143  NAD 83(1986)-  41 35 27.19209(N)    081 02 19.93364(W) AD(       ) 1
 MB3143  NGVD 29 (12/02/91)  352.2    (m)         1156.     (f) GPS OBS        
 MB3143
 MB3143.Superseded values are not recommended for survey control.
 MB3143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3143.See file dsdata.txt to determine how the superseded data were derived.
 MB3143
 MB3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9676004355(NAD 83)
 MB3143_MARKER: DE = TRAVERSE STATION DISK
 MB3143_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3143_SP_SET: CONCRETE MONUMENT
 MB3143_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1882
 MB3143_MARK LOGO: OH-055
 MB3143_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3143+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3143
 MB3143  HISTORY     - Date     Condition        Report By
 MB3143  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3143
 MB3143                          STATION DESCRIPTION
 MB3143
 MB3143'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3143'THE STATION IS LOCATED APPROXIMATELY 23 FEET SOUTH OF THE CENTERLINE
 MB3143'OF WHITNEY ROAD AND IS APPROXIMATELY 19 FEET WEST OF THE CENTERLINE
 MB3143'OF SUN ROAD. THE STATION CONSISTS OF TWO AND ONE-HALF INCH BRASS DISK
 MB3143'SET INTO A CONCRET MONUMENT AND IS STAMPED 1882. TO REACH THE STATION
 MB3143'FROM THE CHARDON POST OFFICE PROCEED EAST FOR .19 MILES TO THE
 MB3143'HAMBDEN TOWNSHIP LINE. PROCEED EASR ON U.S. ROUTE 6 FOR 7.92 MILES TO
 MB3143'STATE ROUTE 528. TURN RIGHT ON STATE ROUTE 528 AND PROCEED SOUTH FOR
 MB3143'1.16 MILES TO WHITNEY ROAD. TURN RIGHT ON WHITNEY ROAD AND PROCEED
 MB3143'EAST FOR .65 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6787 ***********************************************************************
 AI6787  DESIGNATION -  18A
 AI6787  PID         -  AI6787
 AI6787  STATE/COUNTY-  OH/CLINTON
 AI6787  USGS QUAD   -  WILMINGTON (1979)
 AI6787
 AI6787                         *CURRENT SURVEY CONTROL
 AI6787  ___________________________________________________________________
 AI6787* NAD 83(1995)-  39 27 22.91196(N)    083 51 48.12512(W)     ADJUSTED  
 AI6787* NAVD 88     -       310.6    (meters)    1019.     (feet)  GPS OBS   
 AI6787  ___________________________________________________________________
 AI6787  X           -     527,176.300 (meters)                     COMP
 AI6787  Y           -  -4,903,241.988 (meters)                     COMP
 AI6787  Z           -   4,031,740.611 (meters)                     COMP
 AI6787  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 AI6787  ELLIP HEIGHT-         277.73  (meters)          (10/07/05) GPS OBS
 AI6787  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AI6787
 AI6787  HORZ ORDER  -  FIRST
 AI6787  ELLP ORDER  -  THIRD     CLASS II
 AI6787
 AI6787.The horizontal coordinates were established by GPS observations
 AI6787.and adjusted by the National Geodetic Survey in August 2000..
 AI6787
 AI6787.The orthometric height was determined by GPS observations and a
 AI6787.high-resolution geoid model.
 AI6787
 AI6787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6787
 AI6787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6787
 AI6787.The ellipsoidal height was determined by GPS observations
 AI6787.and is referenced to NAD 83.
 AI6787
 AI6787.The geoid height was determined by GEOID03.
 AI6787
 AI6787;                    North         East     Units Scale Factor Converg.
 AI6787;SPC OH S     -   162,561.700   482,670.643   MT  0.99993669   -0 51 54.3
 AI6787;UTM  17      - 4,371,335.720   253,636.634   MT  1.00034735   -1 49 14.0
 AI6787
 AI6787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6787!SPC OH S     -   0.99995643  x   0.99993669  =   0.99989312
 AI6787!UTM  17      -   0.99995643  x   1.00034735  =   1.00030376
 AI6787
 AI6787|---------------------------------------------------------------------|
 AI6787| PID    Reference Object                     Distance      Geod. Az  |
 AI6787|                                                           dddmmss.s |
 AI6787| AI6757 18                                  371.399 METERS 12533     |
 AI6787|---------------------------------------------------------------------|
 AI6787
 AI6787                          SUPERSEDED SURVEY CONTROL
 AI6787
 AI6787  ELLIP H (08/02/00)  277.78   (m)                       GP(       ) 3 2
 AI6787
 AI6787.Superseded values are not recommended for survey control.
 AI6787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6787.See file dsdata.txt to determine how the superseded data were derived.
 AI6787
 AI6787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5363771336(NAD 83)
 AI6787_MARKER: DD = SURVEY DISK
 AI6787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6787_STAMPING: GPS 18A 2000
 AI6787_MARK LOGO: OH-027
 AI6787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6787+STABILITY: SURFACE MOTION
 AI6787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6787+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6787
 AI6787  HISTORY     - Date     Condition        Report By
 AI6787  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6787
 AI6787                          STATION DESCRIPTION
 AI6787
 AI6787'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6787'THE STATION IS APPROXIMATELY 8.0 MI (12.9 KM) SOUTHWEST OF PORT
 AI6787'WILLIAM, 7.5 MI (12.1 KM) NORTHEAST OF CLARKSVILLE, AND 1.75 MI (2.82
 AI6787'KM) NORTHWEST OF WILMINGTON.  THE STATION IS ON THE SOUTHWEST SIDE OF
 AI6787'STATE ROUTE 73 NEAR THE NORTHWEST PARKING LOT OF THE WILMINGTON CHURCH
 AI6787'OF THE NAZARENE.
 AI6787'TO REACH THE STATION FROM THE US ROUTE 22/SR 3 AND SR 73 INTERSECTION
 AI6787'IN WILMINGTON, PROCEED NORTHWEST ALONG SR 73 APPROXIMATELY 1.0 MI (1.6
 AI6787'KM) TO THE STATION ON THE LEFT.
 AI6787'THE STATION IS APPROXIMATELY 17.0 FT (5.2 M) SOUTHWEST OF THE EDGE OF
 AI6787'PAVEMENT OF SR 73, 17.0 FT (5.2 M) EAST-NORTHEAST OF THE NORTHWEST
 AI6787'CORNER OF THE PARKING LOT, AND 8.6 FT (2.6 M) WEST-NORTHWEST OF THE
 AI6787'WESTERN MOST CORNER OF THE CULVERT PIPE.  THE STATION IS A STANDARD
 AI6787'CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND
 AI6787'STAMPED--GPS 18A 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE
 AI6787'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2448 ***********************************************************************
 AB2448  DESIGNATION -  19
 AB2448  PID         -  AB2448
 AB2448  STATE/COUNTY-  OH/ATHENS
 AB2448  USGS QUAD   -  STEWART (1994)
 AB2448
 AB2448                         *CURRENT SURVEY CONTROL
 AB2448  ___________________________________________________________________
 AB2448* NAD 83(1995)-  39 20 05.08262(N)    081 56 37.41306(W)     ADJUSTED  
 AB2448* NAVD 88     -       247.5    (meters)     812.     (feet)  GPS OBS   
 AB2448  ___________________________________________________________________
 AB2448  X           -     692,322.372 (meters)                     COMP
 AB2448  Y           -  -4,891,267.048 (meters)                     COMP
 AB2448  Z           -   4,021,264.737 (meters)                     COMP
 AB2448  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AB2448  ELLIP HEIGHT-         213.22  (meters)          (10/07/05) GPS OBS
 AB2448  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 AB2448
 AB2448  HORZ ORDER  -  FIRST
 AB2448  ELLP ORDER  -  FOURTH    CLASS I
 AB2448
 AB2448.The horizontal coordinates were established by GPS observations
 AB2448.and adjusted by the National Geodetic Survey in April 1998..
 AB2448
 AB2448.The orthometric height was determined by GPS observations and a
 AB2448.high-resolution geoid model.
 AB2448
 AB2448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2448
 AB2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2448
 AB2448.The ellipsoidal height was determined by GPS observations
 AB2448.and is referenced to NAD 83.
 AB2448
 AB2448.The geoid height was determined by GEOID03.
 AB2448
 AB2448;                    North         East     Units Scale Factor Converg.
 AB2448;SPC OH S     -   148,321.971   647,956.788   MT  0.99993628   +0 21 10.7
 AB2448;UTM  17      - 4,354,349.274   418,666.842   MT  0.99968145   -0 35 53.6
 AB2448
 AB2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2448!SPC OH S     -   0.99996655  x   0.99993628  =   0.99990283
 AB2448!UTM  17      -   0.99996655  x   0.99968145  =   0.99964801
 AB2448
 AB2448                          SUPERSEDED SURVEY CONTROL
 AB2448
 AB2448  ELLIP H (04/01/98)  213.24   (m)                       GP(       ) 4 1
 AB2448  NAD 83(1986)-  39 20 05.08383(N)    081 56 37.41942(W) AD(       ) 1
 AB2448
 AB2448.Superseded values are not recommended for survey control.
 AB2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2448.See file dsdata.txt to determine how the superseded data were derived.
 AB2448
 AB2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1866754349(NAD 83)
 AB2448_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2448_STAMPING: 19 1995
 AB2448_MARK LOGO: ATHCE 
 AB2448_PROJECTION: FLUSH
 AB2448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2448+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2448_ROD/PIPE-DEPTH: 1    meters
 AB2448
 AB2448  HISTORY     - Date     Condition        Report By
 AB2448  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2448
 AB2448                          STATION DESCRIPTION
 AB2448
 AB2448'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2448'IN ATHENS COUNTY, OHIO, ROME TOWNSHIP, FROM THE INTERSECTION OF TWP
 AB2448'503 AND CR 48, PROCEED NORTH ON CR 48 ABOUT 30 FT.TO THE STATION ON
 AB2448'THE RIGHT.  THE STATION IS ABOUT 9 FT.EAST OF THE EAST EOP OF CR 48
 AB2448'AND 89 FT.NORTH OF A TELEPHONE POLE LOCATED IN THE NE R/W OF CR 48,
 AB2448'JUST EAST OF THE ROAD INTERSECTION.  THE STATION IS FLUSH WITH THE
 AB2448'GROUND.  STATION SKETCH AVAILABLE THROUGH ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6758 ***********************************************************************
 AI6758  DESIGNATION -  19
 AI6758  PID         -  AI6758
 AI6758  STATE/COUNTY-  OH/CLINTON
 AI6758  USGS QUAD   -  WILMINGTON (1979)
 AI6758
 AI6758                         *CURRENT SURVEY CONTROL
 AI6758  ___________________________________________________________________
 AI6758* NAD 83(1995)-  39 27 54.01612(N)    083 49 16.93402(W)     ADJUSTED  
 AI6758* NAVD 88     -       323.4    (meters)    1061.     (feet)  GPS OBS   
 AI6758  ___________________________________________________________________
 AI6758  X           -     530,705.656 (meters)                     COMP
 AI6758  Y           -  -4,902,257.947 (meters)                     COMP
 AI6758  Z           -   4,032,489.389 (meters)                     COMP
 AI6758  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 AI6758  ELLIP HEIGHT-         290.54  (meters)          (10/07/05) GPS OBS
 AI6758  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 AI6758
 AI6758  HORZ ORDER  -  FIRST
 AI6758  ELLP ORDER  -  THIRD     CLASS II
 AI6758
 AI6758.The horizontal coordinates were established by GPS observations
 AI6758.and adjusted by the National Geodetic Survey in August 2000..
 AI6758
 AI6758.The orthometric height was determined by GPS observations and a
 AI6758.high-resolution geoid model.
 AI6758
 AI6758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6758
 AI6758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6758
 AI6758.The ellipsoidal height was determined by GPS observations
 AI6758.and is referenced to NAD 83.
 AI6758
 AI6758.The geoid height was determined by GEOID03.
 AI6758
 AI6758;                    North         East     Units Scale Factor Converg.
 AI6758;SPC OH S     -   163,467.062   486,298.659   MT  0.99993689   -0 50 18.4
 AI6758;UTM  17      - 4,372,180.788   257,280.700   MT  1.00032540   -1 47 39.0
 AI6758
 AI6758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6758!SPC OH S     -   0.99995442  x   0.99993689  =   0.99989131
 AI6758!UTM  17      -   0.99995442  x   1.00032540  =   1.00027981
 AI6758
 AI6758|---------------------------------------------------------------------|
 AI6758| PID    Reference Object                     Distance      Geod. Az  |
 AI6758|                                                           dddmmss.s |
 AI6758| AI6788 19A                                 333.786 METERS 01559     |
 AI6758|---------------------------------------------------------------------|
 AI6758
 AI6758                          SUPERSEDED SURVEY CONTROL
 AI6758
 AI6758  ELLIP H (08/02/00)  290.59   (m)                       GP(       ) 3 2
 AI6758
 AI6758.Superseded values are not recommended for survey control.
 AI6758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6758.See file dsdata.txt to determine how the superseded data were derived.
 AI6758
 AI6758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5728172181(NAD 83)
 AI6758_MARKER: DD = SURVEY DISK
 AI6758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6758_STAMPING: GPS 19 2000
 AI6758_MARK LOGO: OH-027
 AI6758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6758+STABILITY: SURFACE MOTION
 AI6758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6758+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6758
 AI6758  HISTORY     - Date     Condition        Report By
 AI6758  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6758
 AI6758                          STATION DESCRIPTION
 AI6758
 AI6758'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6758'THE STATION IS APPROXIMATELY 10.0 MI (16.1 KM) WEST-SOUTHWEST OF
 AI6758'SABINA, 6.25 MI (10.06 KM) SOUTH-SOUTHWEST OF PORT WILLIAM, AND 1.25
 AI6758'MI (2.01 KM) NORTH OF WILMINGTON.  THE STATION IS ON THE EAST SIDE OF
 AI6758'STATE ROUTE 134 SOUTHEAST OF HOUSE NUMBER 1491.
 AI6758'TO REACH THE STATION FROM THE INTERSECTION OF US 68 AND SR 134 IN
 AI6758'WILMINGTON, GO NORTH ON SR 134 APPROXIMATELY 1.2 MI (1.9 KM) TO THE
 AI6758'STATION ON THE LEFT.
 AI6758'THE STATION IS APPROXIMATELY 145.1 FT (44.2 M) SOUTHWEST OF A POWER
 AI6758'POLE, 55.5 FT (16.9 M) NORTHWEST OF ANOTHER POWER POLE, 37.8 FT (11.5
 AI6758'M) EAST OF THE CENTERLINE TO SR 134, AND 0.85 FT (25.91 CM) SOUTHEAST
 AI6758'OF A CLINTON COUNTY WITNESS POST.  THE STATION IS A STANDARD CLINTON
 AI6758'COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS
 AI6758'19 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6809 ***********************************************************************
 AI6809  DESIGNATION -  19
 AI6809  PID         -  AI6809
 AI6809  STATE/COUNTY-  OH/WARREN
 AI6809  USGS QUAD   -  PLEASANT PLAIN (1968)
 AI6809
 AI6809                         *CURRENT SURVEY CONTROL
 AI6809  ___________________________________________________________________
 AI6809* NAD 83(1995)-  39 15 25.20199(N)    084 00 45.96371(W)     ADJUSTED  
 AI6809* NAVD 88     -       279.5    (meters)     917.     (feet)  GPS OBS   
 AI6809  ___________________________________________________________________
 AI6809  X           -     515,850.809 (meters)                     COMP
 AI6809  Y           -  -4,918,535.658 (meters)                     COMP
 AI6809  Z           -   4,014,605.645 (meters)                     COMP
 AI6809  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 AI6809  ELLIP HEIGHT-         246.04  (meters)          (10/07/05) GPS OBS
 AI6809  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AI6809
 AI6809  HORZ ORDER  -  FIRST
 AI6809  ELLP ORDER  -  THIRD     CLASS II
 AI6809
 AI6809.The horizontal coordinates were established by GPS observations
 AI6809.and adjusted by the National Geodetic Survey in August 2000..
 AI6809
 AI6809.The orthometric height was determined by GPS observations and a
 AI6809.high-resolution geoid model.
 AI6809
 AI6809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6809
 AI6809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6809
 AI6809.The ellipsoidal height was determined by GPS observations
 AI6809.and is referenced to NAD 83.
 AI6809
 AI6809.The geoid height was determined by GEOID03.
 AI6809
 AI6809;                    North         East     Units Scale Factor Converg.
 AI6809;SPC OH S     -   140,637.134   469,443.917   MT  0.99993837   -0 57 35.6
 AI6809;UTM  16      - 4,349,550.941   757,754.815   MT  1.00041811   +1 53 28.9
 AI6809;UTM  17      - 4,349,624.025   240,041.445   MT  1.00043216   -1 54 27.2
 AI6809
 AI6809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6809!SPC OH S     -   0.99996140  x   0.99993837  =   0.99989977
 AI6809!UTM  16      -   0.99996140  x   1.00041811  =   1.00037949
 AI6809!UTM  17      -   0.99996140  x   1.00043216  =   1.00039354
 AI6809
 AI6809                          SUPERSEDED SURVEY CONTROL
 AI6809
 AI6809.No superseded survey control is available for this station.
 AI6809
 AI6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ5775549551(NAD 83)
 AI6809_MARKER: DD = SURVEY DISK
 AI6809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6809_STAMPING: GPS 19 1995
 AI6809_MARK LOGO: OH-165
 AI6809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6809+STABILITY: SURFACE MOTION
 AI6809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6809+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI6809
 AI6809  HISTORY     - Date     Condition        Report By
 AI6809  HISTORY     - 1995     MONUMENTED       WOOLPT
 AI6809
 AI6809                          STATION DESCRIPTION
 AI6809
 AI6809'DESCRIBED BY WOOLPERT CONSULTANTS 1995 (TM)
 AI6809'THE STATION IS LOCATED APPROXIMATELY 13.5 MI (21.7 KM) SOUTHEAST OF
 AI6809'LEBANON, APPROXIMATELY 10.0 MI (16.1 KM) SOUTHWESTERLY OF CLARKSVILLE,
 AI6809'3.0 MI (4.8 KM) SOUTHWEST OF BLANCHESTER AT THE NORTHWEST CORNER OF
 AI6809'THE INTERSECTION OF MORROW-WOODVILLE ROAD AND SR 133.
 AI6809'TO REACH THE STATION FROM THE MARION TOWNSHIP MEETING HOUSE PROCEED
 AI6809'SOUTHWESTERLY ALONG OHIO STATE ROUTE 133 FOR APPROXIMATELY 3.0 MI (4.8
 AI6809'KM) TO THE STATION ON THE RIGHT AT THE INTERSECTION OF
 AI6809'MORROW-WOODVILLE ROAD.
 AI6809'THE STATION IS LOCATED APPROXIMATELY 41.72 FT (12.72 M) FROM THE
 AI6809'CENTERLINE OF MORROW-WOODVILLE ROAD, 23.95 FT (7.30 M) SOUTH-SOUTHEAST
 AI6809'OF A FENCELINE, 23.61 FROM THE CENTERLINE OF SR 133, AND 21.65 FT
 AI6809'(6.60 M) SOUTHWEST OF A ROAD SIGN POST.  A STANDARD WARREN COUNTY GPS
 AI6809'DISK SET IN A ROUND CONCRETE MONUMENT AND IS STAMPED--GPS 19
 AI6809'1995--RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3182 ***********************************************************************
 MB3182  DESIGNATION -  19 1 1
 MB3182  PID         -  MB3182
 MB3182  STATE/COUNTY-  OH/CUYAHOGA
 MB3182  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3182
 MB3182                         *CURRENT SURVEY CONTROL
 MB3182  ___________________________________________________________________
 MB3182* NAD 83(1995)-  41 28 09.73490(N)    081 44 44.72173(W)     ADJUSTED  
 MB3182* NAVD 88     -       214.9    (meters)     705.     (feet)  VERTCON   
 MB3182  ___________________________________________________________________
 MB3182  X           -     687,159.184 (meters)                     COMP
 MB3182  Y           -  -4,736,783.664 (meters)                     COMP
 MB3182  Z           -   4,201,743.477 (meters)                     COMP
 MB3182  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 MB3182  ELLIP HEIGHT-         180.61  (meters)          (10/07/05) GPS OBS
 MB3182  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 MB3182
 MB3182  HORZ ORDER  -  FIRST
 MB3182  ELLP ORDER  -  FOURTH    CLASS I
 MB3182
 MB3182.The horizontal coordinates were established by GPS observations
 MB3182.and adjusted by the National Geodetic Survey in April 1998..
 MB3182
 MB3182.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3182
 MB3182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3182
 MB3182.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3182
 MB3182.The ellipsoidal height was determined by GPS observations
 MB3182.and is referenced to NAD 83.
 MB3182
 MB3182.The geoid height was determined by GEOID03.
 MB3182
 MB3182;                    North         East     Units Scale Factor Converg.
 MB3182;SPC OH N     -   200,458.306   663,003.071   MT  0.99996367   +0 29 43.8
 MB3182;UTM  17      - 4,591,132.187   437,727.597   MT  0.99964772   -0 29 37.9
 MB3182
 MB3182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3182!SPC OH N     -   0.99997167  x   0.99996367  =   0.99993534
 MB3182!UTM  17      -   0.99997167  x   0.99964772  =   0.99961940
 MB3182
 MB3182:                Primary Azimuth Mark                     Grid Az
 MB3182:SPC OH N     -  19 1 3 OM 954                            151 36 34.2
 MB3182:UTM  17      -  19 1 3 OM 954                            152 35 55.9
 MB3182
 MB3182|---------------------------------------------------------------------|
 MB3182| PID    Reference Object                     Distance      Geod. Az  |
 MB3182|                                                           dddmmss.s |
 MB3182| MB3183 19 1 3 OM 954                       APPROX. 0.8 KM 1520618.0 |
 MB3182| MB3184 19 1 5 OM 1090                      APPROX. 1.7 KM 3581236.4 |
 MB3182|---------------------------------------------------------------------|
 MB3182
 MB3182                          SUPERSEDED SURVEY CONTROL
 MB3182
 MB3182  ELLIP H (04/01/98)  180.64   (m)                       GP(       ) 4 1
 MB3182  NAD 83(1995)-  41 28 09.73940(N)    081 44 44.72201(W) AD(       ) 1
 MB3182  NAD 83(1986)-  41 28 09.74466(N)    081 44 44.72407(W) AD(       ) 1
 MB3182  NGVD 29 (11/06/91)  215.1    (m)          706.     (f) GPS OBS        
 MB3182
 MB3182.Superseded values are not recommended for survey control.
 MB3182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3182.See file dsdata.txt to determine how the superseded data were derived.
 MB3182
 MB3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3772891132(NAD 83)
 MB3182_MARKER: I = METAL ROD
 MB3182_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3182_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3182_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3182+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1990
 MB3182
 MB3182  HISTORY     - Date     Condition        Report By
 MB3182  HISTORY     - UNK      MONUMENTED
 MB3182  HISTORY     - 19900325 GOOD             AEROS
 MB3182
 MB3182                          STATION DESCRIPTION
 MB3182
 MB3182'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3182'STATION IS LOCATED 4.0 KM (2.50 MI) EAST OF LAKEWOOD, 3.2 KM
 MB3182'(2.00 MI) NORTH OF BROOKLYN, AT THE INTERSECTION OF WEST 90TH STREET
 MB3182'AND LORAIN AVE.
 MB3182'TO REACH FROM THE INTERSECTION OF LORAIN AVE. AND DENISON AVE., GO
 MB3182'NORTHEAST FOR 0.8 KM (0.50 MI) ON LORAIN AVE. TO  WEST 90TH STREET AND
 MB3182'THE STATION.
 MB3182'STATION IS A 2CM DIAMETER IRON ROD RECESSED 45 CM BELOW THE ROAD
 MB3182'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED IN THE
 MB3182'CENTERLINE OF WEST 90TH STREET, IN THE SOUTH R.O.W. OF LORAIN AVE.,
 MB3182'4.42 M (14.5 FT) EAST OF THE WEST CURB OF WEST 90TH STREET, 4.05 M
 MB3182'(13.3 FT) WEST OF EAST CURB OF WEST 90TH STREET, 6.86 M (22.5 FT) EAST
 MB3182'OF A POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3183 ***********************************************************************
 MB3183  DESIGNATION -  19 1 3 OM 954
 MB3183  PID         -  MB3183
 MB3183  STATE/COUNTY-  OH/CUYAHOGA
 MB3183  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3183
 MB3183                         *CURRENT SURVEY CONTROL
 MB3183  ___________________________________________________________________
 MB3183* NAD 83(1995)-  41 27 47.88490(N)    081 44 29.34530(W)     ADJUSTED  
 MB3183* NAVD 88     -       226.3    (meters)     742.     (feet)  VERTCON   
 MB3183  ___________________________________________________________________
 MB3183  X           -     687,577.645 (meters)                     COMP
 MB3183  Y           -  -4,737,182.662 (meters)                     COMP
 MB3183  Z           -   4,201,245.912 (meters)                     COMP
 MB3183  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 MB3183  ELLIP HEIGHT-         192.05  (meters)          (10/07/05) GPS OBS
 MB3183  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 MB3183
 MB3183  HORZ ORDER  -  FIRST
 MB3183  ELLP ORDER  -  FOURTH    CLASS I
 MB3183
 MB3183.The horizontal coordinates were established by GPS observations
 MB3183.and adjusted by the National Geodetic Survey in April 1998..
 MB3183
 MB3183.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3183
 MB3183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3183
 MB3183.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3183
 MB3183.The ellipsoidal height was determined by GPS observations
 MB3183.and is referenced to NAD 83.
 MB3183
 MB3183.The geoid height was determined by GEOID03.
 MB3183
 MB3183;                    North         East     Units Scale Factor Converg.
 MB3183;SPC OH N     -   199,787.360   663,365.706   MT  0.99996293   +0 29 53.9
 MB3183;UTM  17      - 4,590,455.294   438,078.483   MT  0.99964719   -0 29 27.5
 MB3183
 MB3183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3183!SPC OH N     -   0.99996988  x   0.99996293  =   0.99993281
 MB3183!UTM  17      -   0.99996988  x   0.99964719  =   0.99961708
 MB3183
 MB3183:                Primary Azimuth Mark                     Grid Az
 MB3183:SPC OH N     -  19 1 1                                   331 36 34.2
 MB3183:UTM  17      -  19 1 1                                   332 35 55.6
 MB3183
 MB3183|---------------------------------------------------------------------|
 MB3183| PID    Reference Object                     Distance      Geod. Az  |
 MB3183|                                                           dddmmss.s |
 MB3183| MB3182 19 1 1                              APPROX. 0.8 KM 3320628.1 |
 MB3183|---------------------------------------------------------------------|
 MB3183
 MB3183                          SUPERSEDED SURVEY CONTROL
 MB3183
 MB3183  ELLIP H (04/01/98)  192.08   (m)                       GP(       ) 4 1
 MB3183  NAD 83(1995)-  41 27 47.89013(N)    081 44 29.34569(W) AD(       ) 1
 MB3183  NAD 83(1986)-  41 27 47.89476(N)    081 44 29.34732(W) AD(       ) 1
 MB3183  NGVD 29 (11/06/91)  226.5    (m)          743.     (f) GPS OBS        
 MB3183
 MB3183.Superseded values are not recommended for survey control.
 MB3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3183.See file dsdata.txt to determine how the superseded data were derived.
 MB3183
 MB3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3807890455(NAD 83)
 MB3183_MARKER: DD = SURVEY DISK
 MB3183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3183_SP_SET: CONCRETE POST
 MB3183_STAMPING: OM 954
 MB3183_MARK LOGO: CRGS  
 MB3183_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3183+STABILITY: SURFACE MOTION
 MB3183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3183+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3183
 MB3183  HISTORY     - Date     Condition        Report By
 MB3183  HISTORY     - UNK      MONUMENTED
 MB3183  HISTORY     - 19900324 GOOD             AEROS
 MB3183
 MB3183                          STATION DESCRIPTION
 MB3183
 MB3183'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3183'STATION IS LOCATED 2.4 KM (1.50 MI) NORTH OF BROOKLYN, 4.8 KM
 MB3183'(3.00 MI) SOUTHEAST OF LAKEWOOD, AT THE INTERSECTION OF WEST 82ND
 MB3183'STREET AND DENISON AVE.
 MB3183'TO REACH FROM THE INTERSECTION OF RIDGE ROAD AND MEMPHIS AVE. IN
 MB3183'BROOKLYN, GO NORTH FOR 2.6 KM (1.60 MI) ON RIDGE ROAD TO ITS
 MB3183'INTERSECTION WITH DENISON AVE.. TURN LEFT AND GO NORTHWEST FOR 0.3 KM
 MB3183'(0.20 MI) ON DENISON AVE. TO WEST 82ND STREET AND THE STATION.
 MB3183'STATION IS A SURVEY DISK SET INTO THE TOP OF A 14 CM DIAMETER CONCRETE
 MB3183'MONUMENT RECESSED 9 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON
 MB3183'MONUMENT BOX.  LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION,
 MB3183'5.85 M (19.2 FT) WEST OF THE CENTERLINE OF WEST 82ND STREET, 8.32 M
 MB3183'(27.3 FT) SOUTH OF THE CENTERLINE OF DENISON AVE., 1.7 M (5.6 FT)
 MB3183'SOUTHEAST OF POWER POLE 27791, 2.90 M (9.5 FT) WEST OF THE CENTER OF A
 MB3183'OBT MANHOLE ON WEST 82ND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3184 ***********************************************************************
 MB3184  DESIGNATION -  19 1 5 OM 1090
 MB3184  PID         -  MB3184
 MB3184  STATE/COUNTY-  OH/CUYAHOGA
 MB3184  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3184
 MB3184                         *CURRENT SURVEY CONTROL
 MB3184  ___________________________________________________________________
 MB3184* NAD 83(1995)-  41 29 04.85596(N)    081 44 47.01239(W)     ADJUSTED  
 MB3184* NAVD 88     -       195.2    (meters)     640.     (feet)  VERTCON   
 MB3184  ___________________________________________________________________
 MB3184  X           -     686,942.767 (meters)                     COMP
 MB3184  Y           -  -4,735,661.998 (meters)                     COMP
 MB3184  Z           -   4,203,004.513 (meters)                     COMP
 MB3184  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 MB3184  ELLIP HEIGHT-         160.87  (meters)          (10/07/05) GPS OBS
 MB3184  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 MB3184
 MB3184  HORZ ORDER  -  FIRST
 MB3184  ELLP ORDER  -  FOURTH    CLASS I
 MB3184
 MB3184.The horizontal coordinates were established by GPS observations
 MB3184.and adjusted by the National Geodetic Survey in April 1998..
 MB3184
 MB3184.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3184
 MB3184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3184
 MB3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3184
 MB3184.The ellipsoidal height was determined by GPS observations
 MB3184.and is referenced to NAD 83.
 MB3184
 MB3184.The geoid height was determined by GEOID03.
 MB3184
 MB3184;                    North         East     Units Scale Factor Converg.
 MB3184;SPC OH N     -   202,158.256   662,935.228   MT  0.99996558   +0 29 42.3
 MB3184;UTM  17      - 4,592,832.516   437,689.132   MT  0.99964778   -0 29 40.0
 MB3184
 MB3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3184!SPC OH N     -   0.99997477  x   0.99996558  =   0.99994035
 MB3184!UTM  17      -   0.99997477  x   0.99964778  =   0.99962256
 MB3184
 MB3184:                Primary Azimuth Mark                     Grid Az
 MB3184:SPC OH N     -  19 1 1                                   177 42 52.6
 MB3184:UTM  17      -  19 1 1                                   178 42 14.9
 MB3184
 MB3184|---------------------------------------------------------------------|
 MB3184| PID    Reference Object                     Distance      Geod. Az  |
 MB3184|                                                           dddmmss.s |
 MB3184| MB3182 19 1 1                              APPROX. 1.7 KM 1781234.9 |
 MB3184|---------------------------------------------------------------------|
 MB3184
 MB3184                          SUPERSEDED SURVEY CONTROL
 MB3184
 MB3184  ELLIP H (04/01/98)  160.88   (m)                       GP(       ) 4 1
 MB3184  NAD 83(1995)-  41 29 04.85894(N)    081 44 47.01265(W) AD(       ) 1
 MB3184  NAD 83(1986)-  41 29 04.86530(N)    081 44 47.01505(W) AD(       ) 1
 MB3184  NGVD 29 (11/06/91)  195.4    (m)          641.     (f) GPS OBS        
 MB3184
 MB3184.Superseded values are not recommended for survey control.
 MB3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3184.See file dsdata.txt to determine how the superseded data were derived.
 MB3184
 MB3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3768992833(NAD 83)
 MB3184_MARKER: DD = SURVEY DISK
 MB3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3184_SP_SET: CONCRETE POST
 MB3184_STAMPING: OM 1090
 MB3184_MARK LOGO: CRGS  
 MB3184_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3184+STABILITY: SURFACE MOTION
 MB3184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3184+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1990
 MB3184
 MB3184  HISTORY     - Date     Condition        Report By
 MB3184  HISTORY     - UNK      MONUMENTED
 MB3184  HISTORY     - 19900329 GOOD             AEROS
 MB3184
 MB3184                          STATION DESCRIPTION
 MB3184
 MB3184'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3184'THE STATION IS LOCATED 3.3 KM (2.05 MI) EAST OF LAKEWOOD, 0.3 KM
 MB3184'(0.20 MI) SOUTH OF THE LAKE ERIE SHORELINE, AT THE INTERSECTION OF
 MB3184'CLIFTON ROAD AND LAKE AVE.
 MB3184'TO REACH FROM THE INTERSECTION OF INTERSTATE 90 AND WEST 117TH STREET,
 MB3184'GO NORTH FOR 2.2 KM (1.35 MI) ON WEST 117TH STREET TO LAKE AVE.. TURN
 MB3184'RIGHT AND GO EAST FOR 1.8 KM (1.10 MI) ON LAKE AVE. TO ITS
 MB3184'INTERSECTION WITH CLIFTON ROAD AND THE STATION.
 MB3184'STATION IS A SURVEY DISK SET INTO THE TOP OF A 14 CM DIAMETER CONCRETE
 MB3184'MONUMENT RECESSED 32 CM ENCASED IN A SQUARE IRON MONUMENT BOX. LOCATED
 MB3184'AT THE SOUTHEAST CORNER OF THE INTERSECTION, 13.92 M (45.7 FT) SOUTH
 MB3184'OF THE CENTERLINE OF LAKE AVE, 12.86 M (42.2 FT) EAST OF CLIFTON ROAD,
 MB3184'2.47 M (8.1 FT) SOUTHWEST OF POLE.538158, 2.74 M (9.0 FT) EAST OF THE
 MB3184'SOUTHEAST FACE OF CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3185 ***********************************************************************
 MB3185  DESIGNATION -  19 1 6 OM 1613
 MB3185  PID         -  MB3185
 MB3185  STATE/COUNTY-  OH/CUYAHOGA
 MB3185  USGS QUAD   -  LAKEWOOD (1985)
 MB3185
 MB3185                         *CURRENT SURVEY CONTROL
 MB3185  ___________________________________________________________________
 MB3185* NAD 83(1995)-  41 26 40.86981(N)    081 46 09.90525(W)     ADJUSTED  
 MB3185* NAVD 88     -       231.1    (meters)     758.     (feet)  VERTCON   
 MB3185  ___________________________________________________________________
 MB3185  X           -     685,464.520 (meters)                     COMP
 MB3185  Y           -  -4,738,875.570 (meters)                     COMP
 MB3185  Z           -   4,199,699.549 (meters)                     COMP
 MB3185  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 MB3185  ELLIP HEIGHT-         196.92  (meters)          (10/07/05) GPS OBS
 MB3185  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 MB3185
 MB3185  HORZ ORDER  -  SECOND
 MB3185  ELLP ORDER  -  FOURTH    CLASS I
 MB3185
 MB3185.The horizontal coordinates were established by GPS observations
 MB3185.and adjusted by the National Geodetic Survey in April 1998..
 MB3185
 MB3185.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3185
 MB3185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3185
 MB3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3185
 MB3185.The ellipsoidal height was determined by GPS observations
 MB3185.and is referenced to NAD 83.
 MB3185
 MB3185.The geoid height was determined by GEOID03.
 MB3185
 MB3185;                    North         East     Units Scale Factor Converg.
 MB3185;SPC OH N     -   197,700.125   661,049.554   MT  0.99996074   +0 28 47.8
 MB3185;UTM  17      - 4,588,408.998   435,727.375   MT  0.99965084   -0 30 33.5
 MB3185
 MB3185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3185!SPC OH N     -   0.99996911  x   0.99996074  =   0.99992985
 MB3185!UTM  17      -   0.99996911  x   0.99965084  =   0.99961996
 MB3185
 MB3185                          SUPERSEDED SURVEY CONTROL
 MB3185
 MB3185  ELLIP H (04/01/98)  196.95   (m)                       GP(       ) 4 1
 MB3185  NAD 83(1995)-  41 26 40.87527(N)    081 46 09.90575(W) AD(       ) 2
 MB3185  NAD 83(1986)-  41 26 40.87965(N)    081 46 09.90730(W) AD(       ) 2
 MB3185  NGVD 29 (11/06/91)  231.3    (m)          759.     (f) GPS OBS        
 MB3185
 MB3185.Superseded values are not recommended for survey control.
 MB3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3185.See file dsdata.txt to determine how the superseded data were derived.
 MB3185
 MB3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3572788409(NAD 83)
 MB3185_MARKER: DD = SURVEY DISK
 MB3185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3185_SP_SET: CONCRETE POST
 MB3185_STAMPING: OM 1613
 MB3185_MARK LOGO: CRGS  
 MB3185_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3185+STABILITY: SURFACE MOTION
 MB3185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3185+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3185
 MB3185  HISTORY     - Date     Condition        Report By
 MB3185  HISTORY     - UNK      MONUMENTED
 MB3185  HISTORY     - 19900324 GOOD             AEROS
 MB3185
 MB3185                          STATION DESCRIPTION
 MB3185
 MB3185'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3185'STATION IS LOCATED 1.6 KM (1.00 MI) WEST OF BROOKLYN, 4.8 KM
 MB3185'(3.00 MI) NORTHWEST OF PARMA, AT THE INTERSECTION OF WEST 120TH STREET
 MB3185'AND BELLAIRE ROAD.
 MB3185'TO REACH FROM THE INTERSECTION OF WEST 130TH STREET AND BELLAIRE ROAD,
 MB3185'GO NORTHEAST FOR 1.1 KM (0.70 MI) ON BELLAIRE ROAD TO ITS INTERSECTION
 MB3185'WITH WEST 120TH STREET AND THE STATION.
 MB3185'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13 CM DIAMETER CONCRETE
 MB3185'MONUMENT RECESSED 10.5 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON
 MB3185'MONUMENT BOX.  LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION,
 MB3185'11.67 M (38.3 FT) SOUTH OF THE CENTERLINE OF BELLAIRE ROAD, 14.26 M
 MB3185'(46.8 FT) WEST OF THE CENTERLINE OF WEST 120TH STREET, 0.76 M
 MB3185'(2.5 FT) SOUTH OF THE SOUTH FACE OF CURB OF BELLAIRE ROAD, 1.46 M
 MB3185'(4.8 FT) NORTH OF NORTH EDGE OF SIDE WALK ON SOUTH SIDE OF BELLAIRE
 MB3185'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3186 ***********************************************************************
 MB3186  DESIGNATION -  19 1 7
 MB3186  PID         -  MB3186
 MB3186  STATE/COUNTY-  OH/CUYAHOGA
 MB3186  USGS QUAD   -  LAKEWOOD (1985)
 MB3186
 MB3186                         *CURRENT SURVEY CONTROL
 MB3186  ___________________________________________________________________
 MB3186* NAD 83(1995)-  41 25 06.33487(N)    081 46 52.19972(W)     ADJUSTED  
 MB3186* NAVD 88     -       240.9    (meters)     790.     (feet)  VERTCON   
 MB3186  ___________________________________________________________________
 MB3186  X           -     684,769.752 (meters)                     COMP
 MB3186  Y           -  -4,740,933.461 (meters)                     COMP
 MB3186  Z           -   4,197,519.383 (meters)                     COMP
 MB3186  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 MB3186  ELLIP HEIGHT-         206.76  (meters)          (10/07/05) GPS OBS
 MB3186  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 MB3186
 MB3186  HORZ ORDER  -  SECOND
 MB3186  ELLP ORDER  -  FOURTH    CLASS I
 MB3186
 MB3186.The horizontal coordinates were established by GPS observations
 MB3186.and adjusted by the National Geodetic Survey in April 1998..
 MB3186
 MB3186.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3186
 MB3186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3186
 MB3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3186
 MB3186.The ellipsoidal height was determined by GPS observations
 MB3186.and is referenced to NAD 83.
 MB3186
 MB3186.The geoid height was determined by GEOID03.
 MB3186
 MB3186;                    North         East     Units Scale Factor Converg.
 MB3186;SPC OH N     -   194,775.723   660,091.877   MT  0.99995784   +0 28 20.1
 MB3186;UTM  17      - 4,585,502.459   434,719.667   MT  0.99965244   -0 31 00.5
 MB3186
 MB3186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3186!SPC OH N     -   0.99996757  x   0.99995784  =   0.99992541
 MB3186!UTM  17      -   0.99996757  x   0.99965244  =   0.99962002
 MB3186
 MB3186                          SUPERSEDED SURVEY CONTROL
 MB3186
 MB3186  ELLIP H (04/01/98)  206.80   (m)                       GP(       ) 4 1
 MB3186  NAD 83(1995)-  41 25 06.34070(N)    081 46 52.20032(W) AD(       ) 2
 MB3186  NAD 83(1986)-  41 25 06.34470(N)    081 46 52.20181(W) AD(       ) 2
 MB3186  NGVD 29 (11/06/91)  241.1    (m)          791.     (f) GPS OBS        
 MB3186
 MB3186.Superseded values are not recommended for survey control.
 MB3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3186.See file dsdata.txt to determine how the superseded data were derived.
 MB3186
 MB3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3472085502(NAD 83)
 MB3186_MARKER: I = METAL ROD
 MB3186_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3186_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3186_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3186+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3186
 MB3186  HISTORY     - Date     Condition        Report By
 MB3186  HISTORY     - UNK      MONUMENTED
 MB3186  HISTORY     - 19900326 GOOD             AEROS
 MB3186
 MB3186                          STATION DESCRIPTION
 MB3186
 MB3186'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3186'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF BROOKLYN, 3.2
 MB3186'KM (2.00 MI) WEST OF BROOKPARK, AT THE INTERSECTION OF WEST 130TH
 MB3186'STREET AND BROOKPARK ROAD.
 MB3186'TO REACH FROM THE INTERSECTION OF RIDGE ROAD-STATE ROAD 3- AND
 MB3186'BROOKPARK ROAD IN THE VILLAGE OF PARMA, GO WEST FOR 1.9 KM (1.20 MI)
 MB3186'ON BROOKPARK ROAD TO ITS INTERSECTION WITH WEST 130TH STREET AND THE
 MB3186'STATION.
 MB3186'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 10 CM BELOW THE ROAD
 MB3186'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED IN THE
 MB3186'CENTERLINE OF THE SOUTHBOUND LANE OF WEST 130TH STREET, ON THE
 MB3186'CENTERLINE OF BROOKPARK ROAD, 17.95 M (58.9 FT) SOUTHWEST OF POWER
 MB3186'POLE.30402, 21.7 M (71.2 FT) SOUTH OF A POWER POLE, 23.22 M (76.2 FT)
 MB3186'NORTHWEST OF A STEEL LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3187 ***********************************************************************
 MB3187  DESIGNATION -  19 1 8
 MB3187  PID         -  MB3187
 MB3187  STATE/COUNTY-  OH/CUYAHOGA
 MB3187  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3187
 MB3187                         *CURRENT SURVEY CONTROL
 MB3187  ___________________________________________________________________
 MB3187* NAD 83(1995)-  41 25 07.25296(N)    081 43 41.13451(W)     ADJUSTED  
 MB3187* NAVD 88     -       245.6    (meters)     806.     (feet)  VERTCON   
 MB3187  ___________________________________________________________________
 MB3187  X           -     689,158.849 (meters)                     COMP
 MB3187  Y           -  -4,740,282.092 (meters)                     COMP
 MB3187  Z           -   4,197,543.759 (meters)                     COMP
 MB3187  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 MB3187  ELLIP HEIGHT-         211.50  (meters)          (10/07/05) GPS OBS
 MB3187  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 MB3187
 MB3187  HORZ ORDER  -  FIRST
 MB3187  ELLP ORDER  -  FOURTH    CLASS I
 MB3187
 MB3187.The horizontal coordinates were established by GPS observations
 MB3187.and adjusted by the National Geodetic Survey in April 1998..
 MB3187
 MB3187.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3187
 MB3187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3187
 MB3187.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3187
 MB3187.The ellipsoidal height was determined by GPS observations
 MB3187.and is referenced to NAD 83.
 MB3187
 MB3187.The geoid height was determined by GEOID03.
 MB3187
 MB3187;                    North         East     Units Scale Factor Converg.
 MB3187;SPC OH N     -   194,841.962   664,528.282   MT  0.99995786   +0 30 25.6
 MB3187;UTM  17      - 4,585,492.124   439,155.184   MT  0.99964556   -0 28 54.1
 MB3187
 MB3187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3187!SPC OH N     -   0.99996683  x   0.99995786  =   0.99992469
 MB3187!UTM  17      -   0.99996683  x   0.99964556  =   0.99961240
 MB3187
 MB3187                          SUPERSEDED SURVEY CONTROL
 MB3187
 MB3187  ELLIP H (04/01/98)  211.53   (m)                       GP(       ) 4 1
 MB3187  NAD 83(1995)-  41 25 07.25977(N)    081 43 41.13502(W) AD(       ) 1
 MB3187  NAD 83(1986)-  41 25 07.26300(N)    081 43 41.13624(W) AD(       ) 1
 MB3187  NGVD 29 (11/06/91)  245.8    (m)          806.     (f) GPS OBS        
 MB3187
 MB3187.Superseded values are not recommended for survey control.
 MB3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3187.See file dsdata.txt to determine how the superseded data were derived.
 MB3187
 MB3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3915585492(NAD 83)
 MB3187_MARKER: I = METAL ROD
 MB3187_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3187_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3187_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3187+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3187
 MB3187  HISTORY     - Date     Condition        Report By
 MB3187  HISTORY     - UNK      MONUMENTED
 MB3187  HISTORY     - 19900326 GOOD             AEROS
 MB3187
 MB3187                          STATION DESCRIPTION
 MB3187
 MB3187'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3187'STATION IS LOCATED 0.8 KM (0.50 MI) NORTH OF PARMA, 0.8 KM (0.50 MI)
 MB3187'SOUTH OF BROOKLYN, AT THE INTERSECTION OF BROOOKPARK AND PEARL ROADS.
 MB3187'TO REACH FROM THE INTERSECTION OF INTERSTATE 480 AND RIDGE ROAD, (EXIT
 MB3187'15) GO WEST FOR 0.6 KM (0.35 MI) ON EXIT RAMP TO RIDGE ROAD.  TURN
 MB3187'LEFT AND GO SOUTH FOR 0.5 KM (0.30 MI) ON RIDGE ROAD TO BROOKPARK
 MB3187'ROAD.  TURN LEFT AND GO EAST FOR 0.6 KM (0.35 MI) ON BROOKPARK ROAD TO
 MB3187'ITS INTERSECTION WITH PEARL ROAD AND THE STATION.
 MB3187'STATION IS A 2.5 CM DIAMETER IRON ROD RECESSED 11.5 CM BELOW THE ROAD
 MB3187'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3187'CENTERLINE--CENTERLINE OF THE INTERSECTION, 12.74 M (41.8 FT) NORTH OF
 MB3187'POLE.812289, 6.34 M (20.8 FT)  NORTH OF A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3188 ***********************************************************************
 MB3188  DESIGNATION -  19 AR
 MB3188  PID         -  MB3188
 MB3188  STATE/COUNTY-  OH/CUYAHOGA
 MB3188  USGS QUAD   -  LAKEWOOD (1985)
 MB3188
 MB3188                         *CURRENT SURVEY CONTROL
 MB3188  ___________________________________________________________________
 MB3188* NAD 83(1995)-  41 29 19.83840(N)    081 46 07.33939(W)     ADJUSTED  
 MB3188* NAVD 88     -       196.5    (meters)     645.     (feet)  VERTCON   
 MB3188  ___________________________________________________________________
 MB3188  X           -     685,054.781 (meters)                     COMP
 MB3188  Y           -  -4,735,627.102 (meters)                     COMP
 MB3188  Z           -   4,203,351.664 (meters)                     COMP
 MB3188  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 MB3188  ELLIP HEIGHT-         162.21  (meters)          (10/07/05) GPS OBS
 MB3188  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB3188
 MB3188  HORZ ORDER  -  FIRST
 MB3188  ELLP ORDER  -  FOURTH    CLASS I
 MB3188
 MB3188.The horizontal coordinates were established by GPS observations
 MB3188.and adjusted by the National Geodetic Survey in April 1998..
 MB3188
 MB3188.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3188
 MB3188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3188
 MB3188.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3188
 MB3188.The ellipsoidal height was determined by GPS observations
 MB3188.and is referenced to NAD 83.
 MB3188
 MB3188.The geoid height was determined by GEOID03.
 MB3188
 MB3188;                    North         East     Units Scale Factor Converg.
 MB3188;SPC OH N     -   202,604.583   661,067.991   MT  0.99996611   +0 28 49.5
 MB3188;UTM  17      - 4,593,310.874   435,830.470   MT  0.99965067   -0 30 33.4
 MB3188
 MB3188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3188!SPC OH N     -   0.99997456  x   0.99996611  =   0.99994067
 MB3188!UTM  17      -   0.99997456  x   0.99965067  =   0.99962524
 MB3188
 MB3188                          SUPERSEDED SURVEY CONTROL
 MB3188
 MB3188  ELLIP H (04/01/98)  162.24   (m)                       GP(       ) 4 1
 MB3188  NAD 83(1995)-  41 29 19.84226(N)    081 46 07.33973(W) AD(       ) 1
 MB3188  NAD 83(1986)-  41 29 19.84810(N)    081 46 07.34224(W) AD(       ) 1
 MB3188  NGVD 29 (11/06/91)  196.8    (m)          646.     (f) GPS OBS        
 MB3188
 MB3188.Superseded values are not recommended for survey control.
 MB3188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3188.See file dsdata.txt to determine how the superseded data were derived.
 MB3188
 MB3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3583093311(NAD 83)
 MB3188_MARKER: V = STONE MONUMENT
 MB3188_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MB3188_SP_SET: BURIED IN GROUND
 MB3188_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3188+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1990
 MB3188
 MB3188  HISTORY     - Date     Condition        Report By
 MB3188  HISTORY     - UNK      MONUMENTED
 MB3188  HISTORY     - 19900325 GOOD             AEROS
 MB3188
 MB3188                          STATION DESCRIPTION
 MB3188
 MB3188'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3188'STATION IS LOCATED 1.6 KM (1.00 MI) NORTHEAST OF LAKEWOOD, 0.3 KM
 MB3188'(0.20 MI) SOUTH OF THE LAKE ERIE SHORE LINE, AT THE INTERSECTION OF
 MB3188'LAKE AVE. AND WEST 117TH STREET.
 MB3188'TO REACH FROM THE INTERSECTION OF LORAIN AVE AND WEST 117TH STREET, GO
 MB3188'NORTH FOR 2.9 KM (1.80 MI) ON WEST 117TH STREET TO ITS INTERSECTION
 MB3188'WITH LAKE AVE. AND THE STATION.
 MB3188'STATION IS A STONE MONUMENT WITH DRILL HOLE RECESSED 12.5 CM BELOW THE
 MB3188'ROAD SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED IN THE
 MB3188'CENTERLINE--CENTERLINE OF THE INTERSECTION, 14.23 M (46.7 FT)
 MB3188'SOUTHWEST OF POLE.52657, 14.81 M  (48.6 FT) NORTHEAST OF POLE.704160,
 MB3188'3.0 M (9.8 FT) SOUTHEAST OF A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3189 ***********************************************************************
 MB3189  DESIGNATION -  19 AU OM 339
 MB3189  PID         -  MB3189
 MB3189  STATE/COUNTY-  OH/CUYAHOGA
 MB3189  USGS QUAD   -  LAKEWOOD (1985)
 MB3189
 MB3189                         *CURRENT SURVEY CONTROL
 MB3189  ___________________________________________________________________
 MB3189* NAD 83(1995)-  41 28 37.49834(N)    081 46 08.09274(W)     ADJUSTED  
 MB3189* NAVD 88     -       217.3    (meters)     713.     (feet)  VERTCON   
 MB3189  ___________________________________________________________________
 MB3189  X           -     685,163.595 (meters)                     COMP
 MB3189  Y           -  -4,736,501.401 (meters)                     COMP
 MB3189  Z           -   4,202,386.870 (meters)                     COMP
 MB3189  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 MB3189  ELLIP HEIGHT-         183.04  (meters)          (10/07/05) GPS OBS
 MB3189  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 MB3189
 MB3189  HORZ ORDER  -  FIRST
 MB3189  ELLP ORDER  -  FOURTH    CLASS I
 MB3189
 MB3189.The horizontal coordinates were established by GPS observations
 MB3189.and adjusted by the National Geodetic Survey in April 1998..
 MB3189
 MB3189.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3189
 MB3189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3189
 MB3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3189
 MB3189.The ellipsoidal height was determined by GPS observations
 MB3189.and is referenced to NAD 83.
 MB3189
 MB3189.The geoid height was determined by GEOID03.
 MB3189
 MB3189;                    North         East     Units Scale Factor Converg.
 MB3189;SPC OH N     -   201,298.298   661,061.465   MT  0.99996462   +0 28 49.0
 MB3189;UTM  17      - 4,592,005.308   435,801.394   MT  0.99965072   -0 30 33.4
 MB3189
 MB3189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3189!SPC OH N     -   0.99997129  x   0.99996462  =   0.99993591
 MB3189!UTM  17      -   0.99997129  x   0.99965072  =   0.99962202
 MB3189
 MB3189                          SUPERSEDED SURVEY CONTROL
 MB3189
 MB3189  ELLIP H (04/01/98)  183.06   (m)                       GP(       ) 4 1
 MB3189  NAD 83(1995)-  41 28 37.50243(N)    081 46 08.09309(W) AD(       ) 1
 MB3189  NAD 83(1986)-  41 28 37.50806(N)    081 46 08.09542(W) AD(       ) 1
 MB3189  NGVD 29 (11/06/91)  217.6    (m)          714.     (f) GPS OBS        
 MB3189
 MB3189.Superseded values are not recommended for survey control.
 MB3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3189.See file dsdata.txt to determine how the superseded data were derived.
 MB3189
 MB3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3580192005(NAD 83)
 MB3189_MARKER: DD = SURVEY DISK
 MB3189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3189_SP_SET: CONCRETE POST
 MB3189_STAMPING: 339
 MB3189_MARK LOGO: CRGS  
 MB3189_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3189+STABILITY: SURFACE MOTION
 MB3189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3189+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1990
 MB3189
 MB3189  HISTORY     - Date     Condition        Report By
 MB3189  HISTORY     - UNK      MONUMENTED
 MB3189  HISTORY     - 19900325 GOOD             AEROS
 MB3189
 MB3189                          STATION DESCRIPTION
 MB3189
 MB3189'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3189'STATION IS LOCATED IN THE CITY OF LAKEWOOD, 1.1 KM (0.70 MI) NORTH OF
 MB3189'INTERSTATE 90, AT THE INTERSECTION OF 117TH STREET AND MADISON AVE.
 MB3189'TO REACH FROM THE JUNCTION OF INTERSTATE 90 AND 117TH STREET, GO NORTH
 MB3189'FOR 1.130 KM (0.70 MI) ON 117TH STREET TO ITS INTERSECTION WITH
 MB3189'MADISON AVE. AND THE STATION.
 MB3189'STATION IS A SURVEY DISK SET INTO THE TOP OF A 15 CM DIAMETER CONCRETE
 MB3189'MONUMENT RECESSED 7 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON
 MB3189'MONUMENT BOX.  LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION IN
 MB3189'THE SIDEWALK, 10.94 M (35.9 FT) WEST OF THE CENTERLINE OF WEST 117TH
 MB3189'STREET, 18.20 M (59.7 FT) NORTH OF THE CENTERLINE OF MADISON, 2.74 M
 MB3189'(9.0 FT) NORTHEAST OF POLE.506291.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3190 ***********************************************************************
 MB3190  DESIGNATION -  19 BN OM 1500
 MB3190  PID         -  MB3190
 MB3190  STATE/COUNTY-  OH/CUYAHOGA
 MB3190  USGS QUAD   -  LAKEWOOD (1985)
 MB3190
 MB3190                         *CURRENT SURVEY CONTROL
 MB3190  ___________________________________________________________________
 MB3190* NAD 83(1995)-  41 26 24.76157(N)    081 45 20.55244(W)     ADJUSTED  
 MB3190* NAVD 88     -       229.5    (meters)     753.     (feet)  VERTCON   
 MB3190  ___________________________________________________________________
 MB3190  X           -     686,645.358 (meters)                     COMP
 MB3190  Y           -  -4,739,035.740 (meters)                     COMP
 MB3190  Z           -   4,199,325.934 (meters)                     COMP
 MB3190  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 MB3190  ELLIP HEIGHT-         195.29  (meters)          (10/07/05) GPS OBS
 MB3190  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 MB3190
 MB3190  HORZ ORDER  -  SECOND
 MB3190  ELLP ORDER  -  FOURTH    CLASS I
 MB3190
 MB3190.The horizontal coordinates were established by GPS observations
 MB3190.and adjusted by the National Geodetic Survey in April 1998..
 MB3190
 MB3190.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3190
 MB3190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3190
 MB3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3190
 MB3190.The ellipsoidal height was determined by GPS observations
 MB3190.and is referenced to NAD 83.
 MB3190
 MB3190.The geoid height was determined by GEOID03.
 MB3190
 MB3190;                    North         East     Units Scale Factor Converg.
 MB3190;SPC OH N     -   197,212.899   662,199.341   MT  0.99996023   +0 29 20.3
 MB3190;UTM  17      - 4,587,902.152   436,868.225   MT  0.99964905   -0 30 00.6
 MB3190
 MB3190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3190!SPC OH N     -   0.99996937  x   0.99996023  =   0.99992960
 MB3190!UTM  17      -   0.99996937  x   0.99964905  =   0.99961843
 MB3190
 MB3190                          SUPERSEDED SURVEY CONTROL
 MB3190
 MB3190  ELLIP H (04/01/98)  195.33   (m)                       GP(       ) 4 1
 MB3190  NAD 83(1995)-  41 26 24.76699(N)    081 45 20.55288(W) AD(       ) 2
 MB3190  NAD 83(1986)-  41 26 24.77142(N)    081 45 20.55444(W) AD(       ) 2
 MB3190  NGVD 29 (11/06/91)  229.7    (m)          754.     (f) GPS OBS        
 MB3190
 MB3190.Superseded values are not recommended for survey control.
 MB3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3190.See file dsdata.txt to determine how the superseded data were derived.
 MB3190
 MB3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3686887902(NAD 83)
 MB3190_MARKER: DD = SURVEY DISK
 MB3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3190_SP_SET: CONCRETE POST
 MB3190_STAMPING: OM 1500
 MB3190_MARK LOGO: CRGS  
 MB3190_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3190+STABILITY: SURFACE MOTION
 MB3190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3190+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3190
 MB3190  HISTORY     - Date     Condition        Report By
 MB3190  HISTORY     - UNK      MONUMENTED
 MB3190  HISTORY     - 19900326 GOOD             AEROS
 MB3190
 MB3190                          STATION DESCRIPTION
 MB3190
 MB3190'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3190'STATION IS LOCATED 0.8 KM (0.50 MI) WEST OF BROOKLYN, 4.8 KM
 MB3190'(3.00 MI) NORTH OF PARMA, AT THE INTERSECTION OF MEMPHIS AVE. AND
 MB3190'TIEDEMAN ROAD.
 MB3190'TO REACH FROM THE INTERSECTION OF BELLAIRE ROAD AND WEST 130TH STREET,
 MB3190'GO NORTHEAST FOR 1.4 KM (0.85 MI) ON BELLAIRE ROAD TO MEMPHIS AVE.
 MB3190'TURN RIGHT AND GO SOUTHEAST FOR 1.3 KM (0.80 MI) ON MEMPHIS AVE. TO
 MB3190'ITS INTERSECTION WITH TIEDEMAN ROAD AND THE STATION.
 MB3190'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13 CM DIAMETER CONCRETE
 MB3190'MONUMENT RECESSED 34 CM BELOW THE SIDEWALK ENCASED IN A SQUARE IRON
 MB3190'MONUMENT BOX.  LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION,
 MB3190'7.01 M (23.0 FT) NORTH OF THE CENTERLINE OF MEMPHIS ROAD, 11.52 M
 MB3190'(37.8 FT) WEST OF THE CENTERLINE OF TIEDEMAN ROAD PRODUCED, 0.48 KM
 MB3190'(0.30 MI) NORTH OF THE NORTH FACE OF CURB OF MEMPHIS ROAD, 10.17 M
 MB3190'(33.4 FT) NORTHWEST OF A IRON PIN IN A MONUMENT BOX AT THE CENTERLINE
 MB3190'OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3191 ***********************************************************************
 MB3191  DESIGNATION -  19 DL OM 344
 MB3191  PID         -  MB3191
 MB3191  STATE/COUNTY-  OH/CUYAHOGA
 MB3191  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3191
 MB3191                         *CURRENT SURVEY CONTROL
 MB3191  ___________________________________________________________________
 MB3191* NAD 83(1995)-  41 29 06.78347(N)    081 43 04.07593(W)     ADJUSTED  
 MB3191* NAVD 88     -       207.6    (meters)     681.     (feet)  VERTCON   
 MB3191  ___________________________________________________________________
 MB3191  X           -     689,301.679 (meters)                     COMP
 MB3191  Y           -  -4,735,288.808 (meters)                     COMP
 MB3191  Z           -   4,203,057.282 (meters)                     COMP
 MB3191  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 MB3191  ELLIP HEIGHT-         173.28  (meters)          (10/07/05) GPS OBS
 MB3191  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 MB3191
 MB3191  HORZ ORDER  -  SECOND
 MB3191  ELLP ORDER  -  FOURTH    CLASS I
 MB3191
 MB3191.The horizontal coordinates were established by GPS observations
 MB3191.and adjusted by the National Geodetic Survey in April 1998..
 MB3191
 MB3191.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3191
 MB3191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3191
 MB3191.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3191
 MB3191.The ellipsoidal height was determined by GPS observations
 MB3191.and is referenced to NAD 83.
 MB3191
 MB3191.The geoid height was determined by GEOID03.
 MB3191
 MB3191;                    North         East     Units Scale Factor Converg.
 MB3191;SPC OH N     -   202,238.742   665,322.527   MT  0.99996565   +0 30 49.9
 MB3191;UTM  17      - 4,592,871.752   440,076.701   MT  0.99964419   -0 28 31.8
 MB3191
 MB3191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3191!SPC OH N     -   0.99997282  x   0.99996565  =   0.99993847
 MB3191!UTM  17      -   0.99997282  x   0.99964419  =   0.99961702
 MB3191
 MB3191                          SUPERSEDED SURVEY CONTROL
 MB3191
 MB3191  NAD 83(1995)-  41 29 06.78503(N)    081 43 04.07603(W) AD(       ) 2
 MB3191  NAD 83(1986)-  41 29 06.79259(N)    081 43 04.07821(W) AD(       ) 2
 MB3191  NGVD 29 (11/06/91)  207.8    (m)          682.     (f) GPS OBS        
 MB3191
 MB3191.Superseded values are not recommended for survey control.
 MB3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3191.See file dsdata.txt to determine how the superseded data were derived.
 MB3191
 MB3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4007792872(NAD 83)
 MB3191_MARKER: DD = SURVEY DISK
 MB3191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3191_SP_SET: CONCRETE POST
 MB3191_STAMPING: OM 344
 MB3191_MARK LOGO: CRGS  
 MB3191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3191+STABILITY: SURFACE MOTION
 MB3191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3191+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3191
 MB3191  HISTORY     - Date     Condition        Report By
 MB3191  HISTORY     - UNK      MONUMENTED
 MB3191  HISTORY     - 19900324 GOOD             AEROS
 MB3191
 MB3191                          STATION DESCRIPTION
 MB3191
 MB3191'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3191'STATION IS LOCATED 5.6 KM (3.50 MI) EAST OF LAKEWOOD, 0.8 KM
 MB3191'(0.50 MI) SOUTH OF THE LAKE ERIE SHORELINE, AT THE INTERSECTION OF
 MB3191'FRANKLIN BLVD AND WEST 45TH STREET.
 MB3191'TO REACH FROM THE INTERSECTION OF LORAIN AVE. AND WEST 45TH STREET, GO
 MB3191'NORTH FOR 0.8 KM (0.50 MI) ON WEST 45TH STREET TO ITS INTERSECTION
 MB3191'WITH FRANKLIN BLVD. AND THE STATION.
 MB3191'STATION IS A SURVEY DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MB3191'RECESSED 13 CM ENCASED IN A ROUND IRON MONUMENT BOX.  LOCATED IN THE
 MB3191'NORTHWEST CORNER OF THE INTERSECTION, 9.87 M (32.4 FT) NORTH OF THE
 MB3191'CENTERLINE OF FRANKLIN BLVD., 8.44 M (27.7 FT) WEST OF THE CENTERLINE
 MB3191'OF WEST 45TH STREET, 1.07 M (3.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 MB3191'POST OF A CYCLONE FENCE, 1.83 M (6.0 FT) NORTHEAST OF A SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3192 ***********************************************************************
 MB3192  DESIGNATION -  19 EF R
 MB3192  PID         -  MB3192
 MB3192  STATE/COUNTY-  OH/CUYAHOGA
 MB3192  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3192
 MB3192                         *CURRENT SURVEY CONTROL
 MB3192  ___________________________________________________________________
 MB3192* NAD 83(1995)-  41 29 21.61934(N)    081 43 48.88903(W)     ADJUSTED  
 MB3192* NAVD 88     -       191.4    (meters)     628.     (feet)  VERTCON   
 MB3192  ___________________________________________________________________
 MB3192  X           -     688,227.518 (meters)                     COMP
 MB3192  Y           -  -4,735,126.399 (meters)                     COMP
 MB3192  Z           -   4,203,389.437 (meters)                     COMP
 MB3192  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 MB3192  ELLIP HEIGHT-         157.10  (meters)          (10/07/05) GPS OBS
 MB3192  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 MB3192
 MB3192  HORZ ORDER  -  SECOND
 MB3192  ELLP ORDER  -  FOURTH    CLASS I
 MB3192
 MB3192.The horizontal coordinates were established by GPS observations
 MB3192.and adjusted by the National Geodetic Survey in April 1998..
 MB3192
 MB3192.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3192
 MB3192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3192
 MB3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3192
 MB3192.The ellipsoidal height was determined by GPS observations
 MB3192.and is referenced to NAD 83.
 MB3192
 MB3192.The geoid height was determined by GEOID03.
 MB3192
 MB3192;                    North         East     Units Scale Factor Converg.
 MB3192;SPC OH N     -   202,687.159   664,278.961   MT  0.99996617   +0 30 20.5
 MB3192;UTM  17      - 4,593,337.974   439,041.366   MT  0.99964573   -0 29 01.6
 MB3192
 MB3192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3192!SPC OH N     -   0.99997536  x   0.99996617  =   0.99994153
 MB3192!UTM  17      -   0.99997536  x   0.99964573  =   0.99962110
 MB3192
 MB3192                          SUPERSEDED SURVEY CONTROL
 MB3192
 MB3192  NAD 83(1995)-  41 29 21.62218(N)    081 43 48.88930(W) AD(       ) 2
 MB3192  NAD 83(1986)-  41 29 21.62879(N)    081 43 48.89156(W) AD(       ) 2
 MB3192  NGVD 29 (11/06/91)  191.6    (m)          629.     (f) GPS OBS        
 MB3192
 MB3192.Superseded values are not recommended for survey control.
 MB3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3192.See file dsdata.txt to determine how the superseded data were derived.
 MB3192
 MB3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3904193338(NAD 83)
 MB3192_MARKER: I = METAL ROD
 MB3192_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3192_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3192_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3192+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1990
 MB3192
 MB3192  HISTORY     - Date     Condition        Report By
 MB3192  HISTORY     - UNK      MONUMENTED
 MB3192  HISTORY     - 19900406 GOOD             AEROS
 MB3192
 MB3192                          STATION DESCRIPTION
 MB3192
 MB3192'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3192'THE STATION IS LOCATED ABOUT 3.71 KM (2.30 MI) SOUTHWEST OF THE BURKE
 MB3192'LAKE FRONT AIRPORT, 1.93 KM (1.20 MI) NORTH OF INTERSTATE 90,IN THE
 MB3192'CITY OF LAKEWOOD, AT THE INTERSECTION OF WEST 65TH STREET AND FATHER
 MB3192'CARUSO DRIVE.
 MB3192'TO REACH FROM THE INTERSECTION OF INTERSTATE 90 AND LORAIN AVE., GO
 MB3192'EAST FOR .97 KM (0.60 MI) ON LORAIN AVE. TO WEST 65TH STREET. TURN
 MB3192'LEFT AND GO NORTH FOR 1.6 KM (1.00 MI) ON WEST 65TH STREET TO ITS
 MB3192'INTERSECTION WITH FATHER CARUSO DRIVE AND THE STATION.
 MB3192'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 18 CM BELOW THE ROAD
 MB3192'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3192'CENTERLINE--CENTERLINE OF THE INTERSECTION, 13.33 M (43.7 FT)
 MB3192'SOUTHWEST OF POLE.263165, 21.94 M (72.0 FT) NORTHEAST OF POLE.12204.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3193 ***********************************************************************
 MB3193  DESIGNATION -  19 EZ R
 MB3193  PID         -  MB3193
 MB3193  STATE/COUNTY-  OH/CUYAHOGA
 MB3193  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3193
 MB3193                         *CURRENT SURVEY CONTROL
 MB3193  ___________________________________________________________________
 MB3193* NAD 83(1995)-  41 28 10.61997(N)    081 43 48.41323(W)     ADJUSTED  
 MB3193* NAVD 88     -       208.1    (meters)     683.     (feet)  VERTCON   
 MB3193  ___________________________________________________________________
 MB3193  X           -     688,448.933 (meters)                     COMP
 MB3193  Y           -  -4,736,573.015 (meters)                     COMP
 MB3193  Z           -   4,201,759.481 (meters)                     COMP
 MB3193  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 MB3193  ELLIP HEIGHT-         173.88  (meters)          (10/07/05) GPS OBS
 MB3193  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 MB3193
 MB3193  HORZ ORDER  -  SECOND
 MB3193  ELLP ORDER  -  FOURTH    CLASS I
 MB3193
 MB3193.The horizontal coordinates were established by GPS observations
 MB3193.and adjusted by the National Geodetic Survey in April 1998..
 MB3193
 MB3193.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3193
 MB3193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3193
 MB3193.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3193
 MB3193.The ellipsoidal height was determined by GPS observations
 MB3193.and is referenced to NAD 83.
 MB3193
 MB3193.The geoid height was determined by GEOID03.
 MB3193
 MB3193;                    North         East     Units Scale Factor Converg.
 MB3193;SPC OH N     -   200,497.025   664,309.332   MT  0.99996370   +0 30 20.8
 MB3193;UTM  17      - 4,591,148.341   439,033.918   MT  0.99964574   -0 29 00.6
 MB3193
 MB3193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3193!SPC OH N     -   0.99997273  x   0.99996370  =   0.99993643
 MB3193!UTM  17      -   0.99997273  x   0.99964574  =   0.99961848
 MB3193
 MB3193                          SUPERSEDED SURVEY CONTROL
 MB3193
 MB3193  ELLIP H (04/01/98)  173.89   (m)                       GP(       ) 4 1
 MB3193  NAD 83(1995)-  41 28 10.62275(N)    081 43 48.41346(W) AD(       ) 2
 MB3193  NAD 83(1986)-  41 28 10.62943(N)    081 43 48.41567(W) AD(       ) 2
 MB3193  NGVD 29 (11/06/91)  208.4    (m)          684.     (f) GPS OBS        
 MB3193
 MB3193.Superseded values are not recommended for survey control.
 MB3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3193.See file dsdata.txt to determine how the superseded data were derived.
 MB3193
 MB3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3903491148(NAD 83)
 MB3193_MARKER: I = METAL ROD
 MB3193_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3193_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3193_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3193+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1990
 MB3193
 MB3193  HISTORY     - Date     Condition        Report By
 MB3193  HISTORY     - UNK      MONUMENTED
 MB3193  HISTORY     - 19900416 GOOD             AEROS
 MB3193
 MB3193                          STATION DESCRIPTION
 MB3193
 MB3193'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3193'THE STATION IS LOCATED IN DOWNTOWN CLEVELAND, ABOUT 2.0 KM (1.25 MI)
 MB3193'NORTH OF INTERSTATE 71, 0.25 KM (0.15 MI) SOUTH OF INTERSTATE 90, AT
 MB3193'THE INTERSECTION OF WEST 65TH STREET AND CLARK AVE.
 MB3193'TO REACH FROM THE INTERSECTION OF LORAIN AVE AND WEST 65TH STREET, GO
 MB3193'SOUTH FOR 0.56 KM (0.35 MI) ON WEST 65TH STREET TO ITS INTERSECTION
 MB3193'WITH CLARK AVE AND THE STATION.
 MB3193'STATION IS A 2.5 CM DIAMETER IRON ROD RECESSED 13 CM BELOW THE ROAD
 MB3193'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3193'CENTERLINE--CENTERLINE OF THE INTERSECTION, 7.19 M (23.6 FT) SOUTHWEST
 MB3193'OF A MANHOLE, 13.41 M (44.0 FT) NORTHWEST OF POLE.650334, 16.42 M
 MB3193'(53.9 FT) NORTHEAST OF A STEEL SIGNAL LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3194 ***********************************************************************
 MB3194  DESIGNATION -  19 J OM 1447
 MB3194  PID         -  MB3194
 MB3194  STATE/COUNTY-  OH/CUYAHOGA
 MB3194  USGS QUAD   -  LAKEWOOD (1985)
 MB3194
 MB3194                         *CURRENT SURVEY CONTROL
 MB3194  ___________________________________________________________________
 MB3194* NAD 83(1995)-  41 26 14.87072(N)    081 46 47.27771(W)     ADJUSTED  
 MB3194* NAVD 88     -       232.9    (meters)     764.     (feet)  VERTCON   
 MB3194  ___________________________________________________________________
 MB3194  X           -     684,681.987 (meters)                     COMP
 MB3194  Y           -  -4,739,526.471 (meters)                     COMP
 MB3194  Z           -   4,199,099.465 (meters)                     COMP
 MB3194  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 MB3194  ELLIP HEIGHT-         198.75  (meters)          (10/07/05) GPS OBS
 MB3194  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 MB3194
 MB3194  HORZ ORDER  -  SECOND
 MB3194  ELLP ORDER  -  FOURTH    CLASS I
 MB3194
 MB3194.The horizontal coordinates were established by GPS observations
 MB3194.and adjusted by the National Geodetic Survey in April 1998..
 MB3194
 MB3194.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3194
 MB3194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3194
 MB3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3194
 MB3194.The ellipsoidal height was determined by GPS observations
 MB3194.and is referenced to NAD 83.
 MB3194
 MB3194.The geoid height was determined by GEOID03.
 MB3194
 MB3194;                    North         East     Units Scale Factor Converg.
 MB3194;SPC OH N     -   196,890.879   660,188.711   MT  0.99995992   +0 28 23.3
 MB3194;UTM  17      - 4,587,614.981   434,852.959   MT  0.99965223   -0 30 57.9
 MB3194
 MB3194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3194!SPC OH N     -   0.99996883  x   0.99995992  =   0.99992875
 MB3194!UTM  17      -   0.99996883  x   0.99965223  =   0.99962107
 MB3194
 MB3194                          SUPERSEDED SURVEY CONTROL
 MB3194
 MB3194  ELLIP H (04/01/98)  198.79   (m)                       GP(       ) 4 1
 MB3194  NAD 83(1995)-  41 26 14.87641(N)    081 46 47.27829(W) AD(       ) 2
 MB3194  NAD 83(1986)-  41 26 14.88055(N)    081 46 47.27979(W) AD(       ) 2
 MB3194  NGVD 29 (11/06/91)  233.2    (m)          765.     (f) GPS OBS        
 MB3194
 MB3194.Superseded values are not recommended for survey control.
 MB3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3194.See file dsdata.txt to determine how the superseded data were derived.
 MB3194
 MB3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3485387615(NAD 83)
 MB3194_MARKER: DD = SURVEY DISK
 MB3194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3194_SP_SET: CONCRETE POST
 MB3194_STAMPING: 1447
 MB3194_MARK LOGO: CRGS  
 MB3194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3194+STABILITY: SURFACE MOTION
 MB3194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB3194+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 MB3194
 MB3194  HISTORY     - Date     Condition        Report By
 MB3194  HISTORY     - UNK      MONUMENTED
 MB3194  HISTORY     - 19900326 GOOD             AEROS
 MB3194  HISTORY     - 20060329 GOOD             GEOCAC
 MB3194
 MB3194                          STATION DESCRIPTION
 MB3194
 MB3194'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3194'STATION IS LOCATED 2.4 KM (1.50 MI) WEST OF BROOKLYN, 3.2 KM
 MB3194'(2.00 MI) NORTHWEST OF PARMA, AT THE INTERSECTION OF WEST 130TH STREET
 MB3194'AND BELLAIRE ROAD.
 MB3194'TO REACH FROM THE JUNCTION OF INTERSTATE 480 AND WEST 130 STREET, GO
 MB3194'NORTH FOR 1.8 KM (1.10 MI) ON WEST 140TH STREET TO BELLAIRE ROAD AND
 MB3194'THE STATION.
 MB3194'STATION IS A SURVEY DISK SET INTO THE TOP OF A 15 CM DIAMETER CONCRETE
 MB3194'MONUMENT RECESSED 13.5 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON
 MB3194'MONUMENT BOX.  LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION, IN
 MB3194'THE SIDE WALK, 8.22 M (27.0 FT) EAST OF THE CENTERLINE OF WEST 130TH
 MB3194'STREET, 6.7 M (22.0 FT) SOUTHEAST OF THE CENTERLINE OF BELLAIRE ROAD,
 MB3194'1.85 M (6.1 FT) NORTH OF A OHIO BELL TELEPHONE MANHOLE.
 MB3194
 MB3194                          STATION RECOVERY (2006)
 MB3194
 MB3194'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB3194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1330 ***********************************************************************
 JX1330  DESIGNATION -  19 WSM
 JX1330  PID         -  JX1330
 JX1330  STATE/COUNTY-  OH/MEIGS
 JX1330  USGS QUAD   -  PORTLAND (1994)
 JX1330
 JX1330                         *CURRENT SURVEY CONTROL
 JX1330  ___________________________________________________________________
 JX1330* NAD 83(1986)-  39 01 52.     (N)    081 52 10.     (W)     SCALED    
 JX1330* NAVD 88     -       214.992  (meters)     705.35   (feet)  ADJUSTED  
 JX1330  ___________________________________________________________________
 JX1330  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JX1330  DYNAMIC HT  -         214.855 (meters)     704.90  (feet)  COMP
 JX1330  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 JX1330
 JX1330  VERT ORDER  -  SECOND    CLASS 0
 JX1330
 JX1330.The horizontal coordinates were scaled from a topographic map and have
 JX1330.an estimated accuracy of +/- 6 seconds.
 JX1330
 JX1330.The orthometric height was determined by differential leveling
 JX1330.and adjusted by the National Geodetic Survey in June 1991..
 JX1330
 JX1330.The geoid height was determined by GEOID03.
 JX1330
 JX1330.The dynamic height is computed by dividing the NAVD 88
 JX1330.geopotential number by the normal gravity value computed on the
 JX1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1330.degrees latitude (g = 980.6199 gals.).
 JX1330
 JX1330.The modeled gravity was interpolated from observed gravity values.
 JX1330
 JX1330;                    North         East    Units  Estimated Accuracy
 JX1330;SPC OH S     -   114,660.      654,600.      MT  (+/- 180 meters Scaled)
 JX1330
 JX1330                          SUPERSEDED SURVEY CONTROL
 JX1330
 JX1330  NGVD 29 (??/??/92)  215.183  (m)          705.98   (f) ADJ UNCH    2 0
 JX1330
 JX1330.Superseded values are not recommended for survey control.
 JX1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1330.See file dsdata.txt to determine how the superseded data were derived.
 JX1330
 JX1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD247205(NAD 83)
 JX1330_MARKER: DD = SURVEY DISK
 JX1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1330_STAMPING: 706 19 WSM 1957
 JX1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1330+STABILITY: SURFACE MOTION
 JX1330
 JX1330  HISTORY     - Date     Condition        Report By
 JX1330  HISTORY     - 1957     MONUMENTED       USGS
 JX1330  HISTORY     - 1958     GOOD             NGS
 JX1330  HISTORY     - 1976     GOOD             NGS
 JX1330
 JX1330                          STATION DESCRIPTION
 JX1330
 JX1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX1330'5.9 MI NE FROM RACINE.
 JX1330'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 124 FROM THE JUNCTION
 JX1330'OF THIRD STREET AT RACINE, THENCE ABOUT 4.9 MILES NORTH ALONG
 JX1330'A GRAVEL ROAD LEADING TO BASHAN, 0.6 MILE SOUTH OF CONCRETE
 JX1330'BRIDGE OVER EAST HORSE CAVE CREEK, 0.25 MILE NORTHWEST OF SUTTON
 JX1330'METHODIST CHURCH AND CEMETERY, AT THE JUNCTION OF A ROAD EAST,
 JX1330'182 FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 21 1/2 FEET
 JX1330'NORTH OF CENTER LINE OF ROAD EAST, 1 FOOT SOUTH OF A WIRE FENCE,
 JX1330'ON TOP OF A CUT BANK, 1 1/2 FEET WEST OF A CONCRETE WITNESS
 JX1330'POST, ABOUT 6 FEET ABOVE LEVEL OF ROAD EAST AND SET IN THE
 JX1330'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JX1330
 JX1330                          STATION RECOVERY (1976)
 JX1330
 JX1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3144 ***********************************************************************
 MB3144  DESIGNATION -  1945
 MB3144  PID         -  MB3144
 MB3144  STATE/COUNTY-  OH/GEAUGA
 MB3144  USGS QUAD   -  SOUTH RUSSELL (1984)
 MB3144
 MB3144                         *CURRENT SURVEY CONTROL
 MB3144  ___________________________________________________________________
 MB3144* NAD 83(1995)-  41 27 50.41663(N)    081 21 13.80136(W)     ADJUSTED  
 MB3144* NAVD 88     -       319.9    (meters)    1050.     (feet)  VERTCON   
 MB3144  ___________________________________________________________________
 MB3144  X           -     719,615.240 (meters)                     COMP
 MB3144  Y           -  -4,732,440.704 (meters)                     COMP
 MB3144  Z           -   4,201,366.620 (meters)                     COMP
 MB3144  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 MB3144  ELLIP HEIGHT-         285.95  (meters)          (10/07/05) GPS OBS
 MB3144  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB3144
 MB3144  HORZ ORDER  -  FIRST
 MB3144  ELLP ORDER  -  FOURTH    CLASS I
 MB3144
 MB3144.The horizontal coordinates were established by GPS observations
 MB3144.and adjusted by the National Geodetic Survey in April 1998..
 MB3144
 MB3144.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3144
 MB3144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3144
 MB3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3144
 MB3144.The ellipsoidal height was determined by GPS observations
 MB3144.and is referenced to NAD 83.
 MB3144
 MB3144.The geoid height was determined by GEOID03.
 MB3144
 MB3144;                    North         East     Units Scale Factor Converg.
 MB3144;SPC OH N     -   200,219.071   695,747.169   MT  0.99996302   +0 45 10.7
 MB3144;UTM  17      - 4,590,328.472   470,451.688   MT  0.99961074   -0 14 03.5
 MB3144
 MB3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3144!SPC OH N     -   0.99995515  x   0.99996302  =   0.99991817
 MB3144!UTM  17      -   0.99995515  x   0.99961074  =   0.99956591
 MB3144
 MB3144                          SUPERSEDED SURVEY CONTROL
 MB3144
 MB3144  ELLIP H (04/01/98)  285.99   (m)                       GP(       ) 4 1
 MB3144  NAD 83(1986)-  41 27 50.42669(N)    081 21 13.79987(W) AD(       ) 1
 MB3144  NGVD 29 (12/02/91)  320.1    (m)         1050.     (f) GPS OBS        
 MB3144
 MB3144.Superseded values are not recommended for survey control.
 MB3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3144.See file dsdata.txt to determine how the superseded data were derived.
 MB3144
 MB3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7045290328(NAD 83)
 MB3144_MARKER: DE = TRAVERSE STATION DISK
 MB3144_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3144_SP_SET: CONCRETE MONUMENT
 MB3144_STAMPING: GEAUGA COUNTY CONTROL SURVEY 1945
 MB3144_MARK LOGO: OH-055
 MB3144_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3144+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3144
 MB3144  HISTORY     - Date     Condition        Report By
 MB3144  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3144
 MB3144                          STATION DESCRIPTION
 MB3144
 MB3144'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3144'THE STATION IS LOCATED APPROXIMATELY 42.7 FEET WEST OF THE TELEPHONE
 MB3144'BOX AND IS APPROXIMATELY 46.6 FEET SOUTHWEST OF THE MAIL BOX. THE
 MB3144'STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK SET INTO A
 MB3144'CONCRETE MONUMENT AND IS STAMPED 1945. TO REACH THE STATION FROM THE
 MB3144'CHARDON POST OFFICE PROCEED WEST ON CENTER STREET FOR .02 MILES TO
 MB3144'WASHINGTON STREET. TURN LEFT ON WASHINGTON STREET AND PROCEED SOUTH
 MB3144'FOR .17 MILES TO WATER STREET. TURN RIGHT ON WATER STREET AND PROCEED
 MB3144'EAST FOR .29 MILES TO SOUTH STREET OR RAVENNA ROAD. TURN RIGHT ON
 MB3144'RAVENNA ROAD AND PROCEED SOUTH FOR 7.52 MILES TO KINSMAN ROAD. TURN
 MB3144'RIGHT ON KINSMAN ROAD AND PROCEED WEST FOR 8.03 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0119 ***********************************************************************
 LA0119  DESIGNATION -  197
 LA0119  PID         -  LA0119
 LA0119  STATE/COUNTY-  OH/SHELBY
 LA0119  USGS QUAD   -  SIDNEY (1982)
 LA0119
 LA0119                         *CURRENT SURVEY CONTROL
 LA0119  ___________________________________________________________________
 LA0119* NAD 83(1986)-  40 16 29.     (N)    084 08 16.     (W)     SCALED    
 LA0119* NAVD 88     -       309.959  (meters)    1016.92   (feet)  ADJUSTED  
 LA0119  ___________________________________________________________________
 LA0119  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 LA0119  DYNAMIC HT  -         309.805 (meters)    1016.42  (feet)  COMP
 LA0119  MODELED GRAV-     980,118.1   (mgal)                       NAVD 88
 LA0119
 LA0119  VERT ORDER  -  SECOND    CLASS 0
 LA0119
 LA0119.The horizontal coordinates were scaled from a topographic map and have
 LA0119.an estimated accuracy of +/- 6 seconds.
 LA0119
 LA0119.The orthometric height was determined by differential leveling
 LA0119.and adjusted by the National Geodetic Survey in June 1991..
 LA0119
 LA0119.The geoid height was determined by GEOID03.
 LA0119
 LA0119.The dynamic height is computed by dividing the NAVD 88
 LA0119.geopotential number by the normal gravity value computed on the
 LA0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0119.degrees latitude (g = 980.6199 gals.).
 LA0119
 LA0119.The modeled gravity was interpolated from observed gravity values.
 LA0119
 LA0119;                    North         East    Units  Estimated Accuracy
 LA0119;SPC OH N     -    68,830.      460,710.      MT  (+/- 180 meters Scaled)
 LA0119
 LA0119                          SUPERSEDED SURVEY CONTROL
 LA0119
 LA0119  NGVD 29 (??/??/92)  310.159  (m)         1017.58   (f) ADJ UNCH    2 0
 LA0119
 LA0119.Superseded values are not recommended for survey control.
 LA0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0119.See file dsdata.txt to determine how the superseded data were derived.
 LA0119
 LA0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK433621(NAD 83)
 LA0119_MARKER: B = BOLT
 LA0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0119_SP_SET: CULVERT
 LA0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0119
 LA0119  HISTORY     - Date     Condition        Report By
 LA0119  HISTORY     - UNK      MONUMENTED       PCRR
 LA0119  HISTORY     - 1935     GOOD             NGS
 LA0119
 LA0119                          STATION DESCRIPTION
 LA0119
 LA0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LA0119'0.9 MI E FROM SIDNEY.
 LA0119'0.9 MILE EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA0119'LOUIS RAILWAY FROM THE STATION AT SIDNEY, SHELBY COUNTY, IN THE
 LA0119'TOP OF THE EAST WINGWALL OF CONCRETE CULVERT 197, 9.8 FEET NORTH
 LA0119'OF THE NORTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  AN IRON
 LA0119'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0692 ***********************************************************************
 JZ0692  DESIGNATION -  197
 JZ0692  PID         -  JZ0692
 JZ0692  STATE/COUNTY-  OH/HAMILTON
 JZ0692  USGS QUAD   -  BURLINGTON (1991)
 JZ0692
 JZ0692                         *CURRENT SURVEY CONTROL
 JZ0692  ___________________________________________________________________
 JZ0692* NAD 83(1986)-  39 05 49.     (N)    084 39 21.     (W)     SCALED    
 JZ0692* NAVD 88     -       149.132  (meters)     489.28   (feet)  ADJUSTED  
 JZ0692  ___________________________________________________________________
 JZ0692  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0692  DYNAMIC HT  -         149.037 (meters)     488.97  (feet)  COMP
 JZ0692  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 JZ0692
 JZ0692  VERT ORDER  -  FIRST     CLASS II
 JZ0692
 JZ0692.The horizontal coordinates were scaled from a topographic map and have
 JZ0692.an estimated accuracy of +/- 6 seconds.
 JZ0692
 JZ0692.The orthometric height was determined by differential leveling
 JZ0692.and adjusted by the National Geodetic Survey in June 1991..
 JZ0692
 JZ0692.The geoid height was determined by GEOID03.
 JZ0692
 JZ0692.The dynamic height is computed by dividing the NAVD 88
 JZ0692.geopotential number by the normal gravity value computed on the
 JZ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0692.degrees latitude (g = 980.6199 gals.).
 JZ0692
 JZ0692.The modeled gravity was interpolated from observed gravity values.
 JZ0692
 JZ0692;                    North         East    Units  Estimated Accuracy
 JZ0692;SPC OH S     -   124,000.      413,530.      MT  (+/- 180 meters Scaled)
 JZ0692
 JZ0692                          SUPERSEDED SURVEY CONTROL
 JZ0692
 JZ0692  NGVD 29 (??/??/92)  149.319  (m)          489.89   (f) ADJ UNCH    1 2
 JZ0692
 JZ0692.Superseded values are not recommended for survey control.
 JZ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0692.See file dsdata.txt to determine how the superseded data were derived.
 JZ0692
 JZ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ027301(NAD 83)
 JZ0692_MARKER: DD = SURVEY DISK
 JZ0692_SETTING: 0 = UNSPECIFIED SETTING
 JZ0692_STAMPING: 197
 JZ0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0692
 JZ0692  HISTORY     - Date     Condition        Report By
 JZ0692  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0692  HISTORY     - 1947     GOOD             NGS
 JZ0692  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0692
 JZ0692                          STATION DESCRIPTION
 JZ0692
 JZ0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0692'AT ANDERSON FERRY.
 JZ0692'AT ANDERSON FERRY, ALONG RIVER ROAD, IN THE 5400 BLOCK, 24.3
 JZ0692'FT S OF THE CENTERLINE OF RIVER ROAD, 13.9 FT N OF THE N RAIL
 JZ0692'OF WEST BOUND TRACK OF THE NEW YORK CENTRAL RAILROAD, 15.8 FT W
 JZ0692'OF POLE 250.  ABOUT 2.0 FT BELOW TRACK AND ABOUT FLUSH WITH
 JZ0692'GROUND.
 JZ0692
 JZ0692                          STATION RECOVERY (1986)
 JZ0692
 JZ0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0762 ***********************************************************************
 MC0762  DESIGNATION -  198
 MC0762  PID         -  MC0762
 MC0762  STATE/COUNTY-  OH/LUCAS
 MC0762  USGS QUAD   -  SYLVANIA (1980)
 MC0762
 MC0762                         *CURRENT SURVEY CONTROL
 MC0762  ___________________________________________________________________
 MC0762* NAD 83(1986)-  41 37 52.     (N)    083 38 43.     (W)     SCALED    
 MC0762* NAVD 88     -       189.669  (meters)     622.27   (feet)  ADJUSTED  
 MC0762  ___________________________________________________________________
 MC0762  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC0762  DYNAMIC HT  -         189.595 (meters)     622.03  (feet)  COMP
 MC0762  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 MC0762
 MC0762  VERT ORDER  -  SECOND    CLASS 0
 MC0762
 MC0762.The horizontal coordinates were scaled from a topographic map and have
 MC0762.an estimated accuracy of +/- 6 seconds.
 MC0762
 MC0762.The orthometric height was determined by differential leveling
 MC0762.and adjusted by the National Geodetic Survey in June 1991..
 MC0762
 MC0762.The geoid height was determined by GEOID03.
 MC0762
 MC0762.The dynamic height is computed by dividing the NAVD 88
 MC0762.geopotential number by the normal gravity value computed on the
 MC0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0762.degrees latitude (g = 980.6199 gals.).
 MC0762
 MC0762.The modeled gravity was interpolated from observed gravity values.
 MC0762
 MC0762;                    North         East    Units  Estimated Accuracy
 MC0762;SPC OH N     -   218,780.      504,570.      MT  (+/- 180 meters Scaled)
 MC0762
 MC0762                          SUPERSEDED SURVEY CONTROL
 MC0762
 MC0762  NGVD 29 (??/??/92)  189.863  (m)          622.91   (f) ADJ UNCH    2 0
 MC0762
 MC0762.Superseded values are not recommended for survey control.
 MC0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0762.See file dsdata.txt to determine how the superseded data were derived.
 MC0762
 MC0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG796122(NAD 83)
 MC0762_MARKER: DD = SURVEY DISK
 MC0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0762_STAMPING: 623.401 198
 MC0762_MARK LOGO: OH-095
 MC0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0762+STABILITY: SURFACE MOTION
 MC0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0762+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 MC0762
 MC0762  HISTORY     - Date     Condition        Report By
 MC0762  HISTORY     - UNK      MONUMENTED       CGS
 MC0762  HISTORY     - 1955     GOOD             CGS
 MC0762  HISTORY     - 20040623 GOOD             USPSQD
 MC0762
 MC0762                          STATION DESCRIPTION
 MC0762
 MC0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MC0762'3.2 MI W FROM TOLEDO.
 MC0762'3.2 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MC0762'STATION AT TOLEDO, LUCAS COUNTY, AT THE INTERSECTION OF WENZ
 MC0762'ROAD AND SOUTH AVENUE, 14 YARDS NORTHEAST OF THE CENTER OF THE
 MC0762'INTERSECTION, 24 FEET NORTH OF THE CENTERLINE OF SOUTH AVENUE,
 MC0762'24 FEET EAST OF THE CENTERLINE OF WENZ ROAD, AND LEVEL WITH THE
 MC0762'AVENUE.  A LUCAS COUNTY STANDARD DISK, STAMPED 623.401 198 AND
 MC0762'SET IN THE TOP OF A CONCRETE POST.
 MC0762
 MC0762                          STATION RECOVERY (2004)
 MC0762
 MC0762'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC0762'GPS LOCATION IN 3D DIFFERENTIAL MODE
 MC0762'N41DEG 37MIN 51.54SEC  W083DEG 38MIN 42.84SEC
 MC0762'DESCRIPTION CURRENTLY ACCURATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0761 ***********************************************************************
 MC0761  DESIGNATION -  199
 MC0761  PID         -  MC0761
 MC0761  STATE/COUNTY-  OH/LUCAS
 MC0761  USGS QUAD   -  SYLVANIA (1980)
 MC0761
 MC0761                         *CURRENT SURVEY CONTROL
 MC0761  ___________________________________________________________________
 MC0761* NAD 83(1986)-  41 37 54.     (N)    083 37 34.     (W)     SCALED    
 MC0761* NAVD 88     -       189.644  (meters)     622.19   (feet)  ADJUSTED  
 MC0761  ___________________________________________________________________
 MC0761  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC0761  DYNAMIC HT  -         189.570 (meters)     621.95  (feet)  COMP
 MC0761  MODELED GRAV-     980,228.8   (mgal)                       NAVD 88
 MC0761
 MC0761  VERT ORDER  -  SECOND    CLASS 0
 MC0761
 MC0761.The horizontal coordinates were scaled from a topographic map and have
 MC0761.an estimated accuracy of +/- 6 seconds.
 MC0761
 MC0761.The orthometric height was determined by differential leveling
 MC0761.and adjusted by the National Geodetic Survey in June 1991..
 MC0761
 MC0761.The geoid height was determined by GEOID03.
 MC0761
 MC0761.The dynamic height is computed by dividing the NAVD 88
 MC0761.geopotential number by the normal gravity value computed on the
 MC0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0761.degrees latitude (g = 980.6199 gals.).
 MC0761
 MC0761.The modeled gravity was interpolated from observed gravity values.
 MC0761
 MC0761;                    North         East    Units  Estimated Accuracy
 MC0761;SPC OH N     -   218,820.      506,170.      MT  (+/- 180 meters Scaled)
 MC0761
 MC0761                          SUPERSEDED SURVEY CONTROL
 MC0761
 MC0761  NGVD 29 (??/??/92)  189.838  (m)          622.83   (f) ADJ UNCH    2 0
 MC0761
 MC0761.Superseded values are not recommended for survey control.
 MC0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0761.See file dsdata.txt to determine how the superseded data were derived.
 MC0761
 MC0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG812122(NAD 83)
 MC0761_MARKER: DD = SURVEY DISK
 MC0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0761_STAMPING: 622.827 199
 MC0761_MARK LOGO: OH-095
 MC0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0761+STABILITY: SURFACE MOTION
 MC0761
 MC0761  HISTORY     - Date     Condition        Report By
 MC0761  HISTORY     - UNK      MONUMENTED       OH-095
 MC0761  HISTORY     - 1955     MARK NOT FOUND   CGS
 MC0761  HISTORY     - 1955     MARK NOT FOUND   CGS
 MC0761  HISTORY     - 20040625 MARK NOT FOUND   USPSQD
 MC0761
 MC0761                          STATION DESCRIPTION
 MC0761
 MC0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MC0761'4.1 MI W FROM TOLEDO.
 MC0761'4.1 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE  S
 MC0761'STATION AT TOLEDO, LUCAS COUNTY, 75 YARDS NORTH OF THE NORTH
 MC0761'RAIL, AT THE NORTHWEST CORNER OF THE INTERSECTION OF BYRNE ROAD
 MC0761'AND SOUTH AVENUE, 13 YARDS NORTHWEST OF THE CENTER OF THE
 MC0761'INTERSECTION, 30 FEET WEST OF THE CENTERLINE OF BYRNE ROAD, AND
 MC0761'30 FEET NORTH OF THE CENTERLINE OF SOUTH AVENUE.  A LUCAS COUNTY
 MC0761'STANDARD DISK, STAMPED 622.827 199 AND SET IN THE TOP OF A
 MC0761'CONCRETE POST.  NOTE-- BELIEVED TO BE LOST DUE TO CONSTRUCTION
 MC0761'IN VICINITY.
 MC0761
 MC0761                          STATION RECOVERY (1955)
 MC0761
 MC0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 MC0761'MARK NOT FOUND.
 MC0761
 MC0761                          STATION RECOVERY (2004)
 MC0761
 MC0761'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC0761'WOODEN STAKE LOCATED AT N41DEG 37MIN 53.94SEC.W083DEG 37MIN 34.32SEC
 MC0761'AT STREET EDGE AT ARCO ST AND SOUTH AVENUE PROBABLY LOCATES THE SITE
 MC0761'BUT MARKER IS NOT EVIDENT.
 MC0761' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6788 ***********************************************************************
 AI6788  DESIGNATION -  19A
 AI6788  PID         -  AI6788
 AI6788  STATE/COUNTY-  OH/CLINTON
 AI6788  USGS QUAD   -  WILMINGTON (1979)
 AI6788
 AI6788                         *CURRENT SURVEY CONTROL
 AI6788  ___________________________________________________________________
 AI6788* NAD 83(1995)-  39 28 04.42058(N)    083 49 13.08791(W)     ADJUSTED  
 AI6788* NAVD 88     -       324.1    (meters)    1063.     (feet)  GPS OBS   
 AI6788  ___________________________________________________________________
 AI6788  X           -     530,775.172 (meters)                     COMP
 AI6788  Y           -  -4,902,045.846 (meters)                     COMP
 AI6788  Z           -   4,032,737.591 (meters)                     COMP
 AI6788  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 AI6788  ELLIP HEIGHT-         291.29  (meters)          (10/07/05) GPS OBS
 AI6788  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 AI6788
 AI6788  HORZ ORDER  -  FIRST
 AI6788  ELLP ORDER  -  THIRD     CLASS II
 AI6788
 AI6788.The horizontal coordinates were established by GPS observations
 AI6788.and adjusted by the National Geodetic Survey in August 2000..
 AI6788
 AI6788.The orthometric height was determined by GPS observations and a
 AI6788.high-resolution geoid model.
 AI6788
 AI6788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6788
 AI6788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6788
 AI6788.The ellipsoidal height was determined by GPS observations
 AI6788.and is referenced to NAD 83.
 AI6788
 AI6788.The geoid height was determined by GEOID03.
 AI6788
 AI6788;                    North         East     Units Scale Factor Converg.
 AI6788;SPC OH S     -   163,786.537   486,395.275   MT  0.99993697   -0 50 15.9
 AI6788;UTM  17      - 4,372,498.730   257,382.670   MT  1.00032479   -1 47 36.9
 AI6788
 AI6788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6788!SPC OH S     -   0.99995430  x   0.99993697  =   0.99989128
 AI6788!UTM  17      -   0.99995430  x   1.00032479  =   1.00027908
 AI6788
 AI6788|---------------------------------------------------------------------|
 AI6788| PID    Reference Object                     Distance      Geod. Az  |
 AI6788|                                                           dddmmss.s |
 AI6788| AI6758 19                                  333.786 METERS 19559     |
 AI6788|---------------------------------------------------------------------|
 AI6788
 AI6788                          SUPERSEDED SURVEY CONTROL
 AI6788
 AI6788  ELLIP H (08/02/00)  291.34   (m)                       GP(       ) 3 2
 AI6788
 AI6788.Superseded values are not recommended for survey control.
 AI6788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6788.See file dsdata.txt to determine how the superseded data were derived.
 AI6788
 AI6788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5738372499(NAD 83)
 AI6788_MARKER: DD = SURVEY DISK
 AI6788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6788_STAMPING: GPS 19A 2000
 AI6788_MARK LOGO: OH-027
 AI6788_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6788+STABILITY: SURFACE MOTION
 AI6788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6788+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6788
 AI6788  HISTORY     - Date     Condition        Report By
 AI6788  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6788
 AI6788                          STATION DESCRIPTION
 AI6788
 AI6788'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6788'THE STATION IS APPROXIMATELY 10.0 MI (16.1 KM) WEST-SOUTHWEST OF
 AI6788'SABINA, 6.25 MI (10.06 KM) SOUTH-SOUTHWEST OF PORT WILLIAM, AND 1.25
 AI6788'MI (2.01 KM) NORTH OF WILMINGTON.  THE STATION IS ON THE EAST SIDE OF
 AI6788'STATE ROUTE 134 ACROSS FROM PORTER HYBRIDS.
 AI6788'TO REACH THE STATION FROM THE INTERSECTION OF US 68 AND SR 134 IN
 AI6788'WILMINGTON, GO NORTH ON SR 134 APPROXIMATELY 1.4 MI (2.3 KM) TO THE
 AI6788'STATION ON THE RIGHT.
 AI6788'THE STATION IS APPROXIMATELY 24.35 M (79.89 FT) SOUTH-SOUTHWEST OF A
 AI6788'POWER POLE, 18.25 M (59.88 FT) NORTH-NORTHEAST OF ANOTHER POWER POLE,
 AI6788'11.20 M (36.75 FT) EAST-SOUTHEAST OF THE CENTERLINE OF SR 134, AND
 AI6788'0.20 M (0.66 FT) SOUTHWEST OF A CLINTON COUNTY WITNESS POST.  THE
 AI6788'STATION IS A STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND
 AI6788'CONCRETE MONUMENT AND STAMPED--GPS 19A 2000--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6770 ***********************************************************************
 AI6770  DESIGNATION -  1A
 AI6770  PID         -  AI6770
 AI6770  STATE/COUNTY-  OH/CLINTON
 AI6770  USGS QUAD   -  NEW BURLINGTON (1981)
 AI6770
 AI6770                         *CURRENT SURVEY CONTROL
 AI6770  ___________________________________________________________________
 AI6770* NAD 83(1995)-  39 34 15.38898(N)    083 58 38.30901(W)     ADJUSTED  
 AI6770* NAVD 88     -       272.2    (meters)     893.     (feet)  GPS OBS   
 AI6770  ___________________________________________________________________
 AI6770  X           -     516,572.155 (meters)                     COMP
 AI6770  Y           -  -4,896,201.517 (meters)                     COMP
 AI6770  Z           -   4,041,530.298 (meters)                     COMP
 AI6770  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AI6770  ELLIP HEIGHT-         239.11  (meters)          (10/07/05) GPS OBS
 AI6770  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AI6770
 AI6770  HORZ ORDER  -  FIRST
 AI6770  ELLP ORDER  -  THIRD     CLASS II
 AI6770
 AI6770.The horizontal coordinates were established by GPS observations
 AI6770.and adjusted by the National Geodetic Survey in August 2000..
 AI6770
 AI6770.The orthometric height was determined by GPS observations and a
 AI6770.high-resolution geoid model.
 AI6770
 AI6770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6770
 AI6770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6770
 AI6770.The ellipsoidal height was determined by GPS observations
 AI6770.and is referenced to NAD 83.
 AI6770
 AI6770.The geoid height was determined by GEOID03.
 AI6770
 AI6770;                    North         East     Units Scale Factor Converg.
 AI6770;SPC OH S     -   175,434.392   473,074.083   MT  0.99994119   -0 56 14.6
 AI6770;UTM  17      - 4,384,372.741   244,252.502   MT  1.00040536   -1 53 51.6
 AI6770;UTM  16      - 4,384,502.915   759,646.606   MT  1.00043010   +1 55 35.9
 AI6770
 AI6770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6770!SPC OH S     -   0.99996249  x   0.99994119  =   0.99990368
 AI6770!UTM  17      -   0.99996249  x   1.00040536  =   1.00036783
 AI6770!UTM  16      -   0.99996249  x   1.00043010  =   1.00039257
 AI6770
 AI6770|---------------------------------------------------------------------|
 AI6770| PID    Reference Object                     Distance      Geod. Az  |
 AI6770|                                                           dddmmss.s |
 AI6770| AI6740 1                                   270.215 METERS 27437     |
 AI6770|---------------------------------------------------------------------|
 AI6770
 AI6770                          SUPERSEDED SURVEY CONTROL
 AI6770
 AI6770  ELLIP H (08/02/00)  239.16   (m)                       GP(       ) 3 2
 AI6770
 AI6770.Superseded values are not recommended for survey control.
 AI6770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6770.See file dsdata.txt to determine how the superseded data were derived.
 AI6770
 AI6770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4425384373(NAD 83)
 AI6770_MARKER: DD = SURVEY DISK
 AI6770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6770_STAMPING: GPS 1A 2000
 AI6770_MARK LOGO: OH-027
 AI6770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6770+STABILITY: SURFACE MOTION
 AI6770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6770+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6770
 AI6770  HISTORY     - Date     Condition        Report By
 AI6770  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6770
 AI6770                          STATION DESCRIPTION
 AI6770
 AI6770'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6770'THE STATION IS LOCATED APPROXIMATELY 11.0 MI (17.7 KM) NORTH OF
 AI6770'CLARKSVILLE, 9.5 MI (15.3 KM) NORTHEAST OF WILMINGTON, AND 7.0 MI
 AI6770'(11.3 KM) SOUTH OF XENIA.  THE STATION IS ON THE SOUTH SIDE OF
 AI6770'ROXANNA-NEW BURLINGTON ROAD IN A FENCELINE PARRALLEL TO THE BUCKEYE
 AI6770'TRAIL APPROXIMATELY 0.5 MI (0.8 KM) WEST OF THE INTERSECTION OF OHIO
 AI6770'STATE ROUTE 380 AND ROXANNA-NEW BURLINGTON ROAD.
 AI6770'TO GET TO THE STATION FROM THE COURT HOUSE IN XENIA, PROCEED SOUTH
 AI6770'ALONG US ROUTE 68 FOR 0.5 MI (0.8 KM) UNTIL THE JUNCTION OF SR 380.
 AI6770'THEN PROCEED SOUTHWESTERLY ALONG SR 380 FOR APPROXIMATELY 7.0 MI (11.3
 AI6770'KM) TO THE JUNCTION OF A ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED
 AI6770'WEST ALONG ROXANNA-NEW BURLINGTON ROAD FOR APPROXIMATELY 0.5 MI (0.8
 AI6770'KM) TO THE STATION ON THE LEFT.
 AI6770'THE STATION IS LOCATED 46 FT (14.0 M) SOUTHEAST OF A TELEPHONE POLE,
 AI6770'17 FEET (5.2 M) SOUTH OF THE CENTERLINE OF ROXANNA-NEW BURLINGTON
 AI6770'ROAD, AND 12 FEET (3.7 M) NORTHEAST OF THE NORTHERN FENCEPOST.  A
 AI6770'STANDARD CLINTON COUNTY GPS DISK SET IN A ROUND CONCRETE MONUMENT AND
 AI6770'STAMPED--GPS 1A 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6034 ***********************************************************************
 AB6034  CBN         -  This is a Cooperative Base Network Control Station.
 AB6034  PACS        -  This is a Primary Airport Control Station.
 AB6034  DESIGNATION -  1G1 A
 AB6034  PID         -  AB6034
 AB6034  STATE/COUNTY-  OH/LORAIN
 AB6034  USGS QUAD   -  GRAFTON (1979)
 AB6034
 AB6034                         *CURRENT SURVEY CONTROL
 AB6034  ___________________________________________________________________
 AB6034* NAD 83(1995)-  41 19 53.57990(N)    082 06 24.62999(W)     ADJUSTED  
 AB6034* NAVD 88     -       229.35   (meters)     752.5    (feet)  GPS OBS   
 AB6034  ___________________________________________________________________
 AB6034  X           -     658,685.512 (meters)                     COMP
 AB6034  Y           -  -4,751,057.787 (meters)                     COMP
 AB6034  Z           -   4,190,271.108 (meters)                     COMP
 AB6034  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 AB6034  ELLIP HEIGHT-         195.04  (meters)          (03/08/05) GPS OBS
 AB6034  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 AB6034
 AB6034  HORZ ORDER  -  B
 AB6034  ELLP ORDER  -  FOURTH    CLASS II
 AB6034
 AB6034.This mark is at Elyria Airport (1G1)
 AB6034
 AB6034.The horizontal coordinates were established by GPS observations
 AB6034.and adjusted by the National Geodetic Survey in August 1996..
 AB6034
 AB6034.The orthometric height was determined by GPS observations and a
 AB6034.high-resolution geoid model.
 AB6034
 AB6034.GPS derived orthometric heights for airport stations designated as
 AB6034.PACS or SACS are published to 2 decimal places.  This maintains
 AB6034.centimeter relative accuracy between the PACS and SACS.  It does
 AB6034.not indicate centimeter accuracy relative to other marks which are
 AB6034.part of the NAVD 88 network.
 AB6034
 AB6034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6034
 AB6034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6034
 AB6034.The ellipsoidal height was determined by GPS observations
 AB6034.and is referenced to NAD 83.
 AB6034
 AB6034.The geoid height was determined by GEOID03.
 AB6034
 AB6034;                    North         East     Units Scale Factor Converg.
 AB6034;SPC OH N     -   184,954.114   632,910.371   MT  0.99994972   +0 15 29.8
 AB6034;UTM  17      - 4,576,154.174   407,380.198   MT  0.99970557   -0 43 51.7
 AB6034
 AB6034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6034!SPC OH N     -   0.99996941  x   0.99994972  =   0.99991913
 AB6034!UTM  17      -   0.99996941  x   0.99970557  =   0.99967499
 AB6034
 AB6034|---------------------------------------------------------------------|
 AB6034| PID    Reference Object                     Distance      Geod. Az  |
 AB6034|                                                           dddmmss.s |
 AB6034| MC1547 ELYPORT                             352.151 METERS 08721     |
 AB6034|---------------------------------------------------------------------|
 AB6034
 AB6034                          SUPERSEDED SURVEY CONTROL
 AB6034
 AB6034  ELLIP H (08/20/96)  195.03   (m)                       GP(       ) 4 2
 AB6034
 AB6034.Superseded values are not recommended for survey control.
 AB6034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6034.See file dsdata.txt to determine how the superseded data were derived.
 AB6034
 AB6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0738076154(NAD 83)
 AB6034_MARKER: I = METAL ROD
 AB6034_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AB6034+WITH SETTING: INFORMATION.
 AB6034_STAMPING: FAA 1G1 A 1995
 AB6034_MARK LOGO: OHDT  
 AB6034_PROJECTION: FLUSH
 AB6034_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6034+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AB6034_ROD/PIPE-DEPTH: 2.44 meters
 AB6034_SLEEVE-DEPTH  : 0.90 meters
 AB6034
 AB6034  HISTORY     - Date     Condition        Report By
 AB6034  HISTORY     - 1995     MONUMENTED       OHDT
 AB6034  HISTORY     - 19950828 GOOD             NGS
 AB6034  HISTORY     - 2000     GOOD             OH-103
 AB6034
 AB6034                          STATION DESCRIPTION
 AB6034
 AB6034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6034'NOTE--THIS IS THE PAC STATION.  THE MARK IS LOCATED ABOUT 3.2 KM (2.00
 AB6034'MI) SOUTH OF ELYRIA, ABOUT 11.3 KM (7.00 MI) NORTHEAST OF OBERLIN,
 AB6034'ABOUT 7.2 KM (4.45 MI) NORTHWEST OF GRAFTON, AND 10.4 M (34.1 FT)
 AB6034'SOUTH OF THE GRAVEL DRIVE LEADING INTO THE ELYRIA AIRPORT. IN
 AB6034'NORTHEASTERN CARLISLE TOWNSHIP, T 5 N, R 17 W.  OWNERSHIP--ANGELO
 AB6034'GOUSICS, 10800 MIDDLE AVE., ELYRIA, OH 44035.  PHONE 216-458-8898. TO
 AB6034'REACH THE MARK FROM THE INTERSECTION OF STATE ROUTE 10 AND STATE ROUTE
 AB6034'301, ABOUT 4.8 KM (3.00 MI) SOUTH OF ELYRIA, GO SOUTH ON STATE ROUTE
 AB6034'301 FOR 0.40 KM (0.25 MI) TO BUTTERNUT RIDGE ROAD.  TURN LEFT,
 AB6034'NORTHEAST, AND GO 0.8 KM (0.50 MI) TO A T-ROAD TO THE LEFT, MIDDLE
 AB6034'AVENUE.  TURN LEFT, NORTH, ON MIDDLE AVENUE.  AND GO 1.53 KM (0.95 MI)
 AB6034'TO THE AIRPORT ENTRANCE, A GRAVEL DRIVE TO THE RIGHT.  TURN RIGHT,
 AB6034'EAST, ON THE GRAVEL DRIVE AND GO 80.5 M (264.1 FT) TO THE MARK ON THE
 AB6034'RIGHT, 10.4 M (34.1 FT) SOUTH OF THE GRAVEL DRIVE.  THE MARK IS 350.5
 AB6034'M (1149.9 FT) WEST OF THE EXISTING STATION, ELYPORT, AND 61.0 M (200.1
 AB6034'FT) WEST OF THE PAVED APRON AT THE WEST END OF RUNWAY 9-27.  THE MARK
 AB6034'IS A 83 MM ALUMINUM DISK STAMPED --FAA 1G1 A 1995--. SET ON A 19 MM
 AB6034'ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 2.4 M (7.9 FT) WITH
 AB6034'A 0.8 M (2.6 FT) GREASED SLEEVE ENCASED IN A 127 MM PVC WITH AN
 AB6034'ALUMINUM COVER AND A REMOVABLE ALUMINUM LID, SET FLUSH WITH THE
 AB6034'GROUND.  AN ORANGE CARSONITE WITNESS POST WAS SET 0.9 M (3.0 FT) EAST
 AB6034'OF THE MARK.  DESCRIBED BY ODOT, TYPED BY D.G.A. NOTE--SLEEVE DEPTH
 AB6034'DOES NOT MEET CLASS A CRITERIA.
 AB6034
 AB6034                          STATION RECOVERY (2000)
 AB6034
 AB6034'RECOVERY NOTE BY MEDINA COUNTY OHIO 2000
 AB6034'RECOVERY NOTE BY MEDINA COUNTY SANITARY ENGINEER 2000
 AB6034'FOUND AS DESCRIBED IN GOOD CONDITION.
 AB6034' 
 AB6034'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8768 ***********************************************************************
 AC8768  SACS        -  This is a Secondary Airport Control Station.
 AC8768  DESIGNATION -  1G3 A
 AC8768  PID         -  AC8768
 AC8768  STATE/COUNTY-  OH/SUMMIT
 AC8768  USGS QUAD   -  HUDSON (1984)
 AC8768
 AC8768                         *CURRENT SURVEY CONTROL
 AC8768  ___________________________________________________________________
 AC8768* NAD 83(1995)-  41 09 01.80842(N)    081 24 56.69169(W)     ADJUSTED  
 AC8768* NAVD 88     -       338.90   (meters)    1111.9    (feet)  GPS OBS   
 AC8768  ___________________________________________________________________
 AC8768  X           -     717,933.780 (meters)                     COMP
 AC8768  Y           -  -4,755,956.482 (meters)                     COMP
 AC8768  Z           -   4,175,224.021 (meters)                     COMP
 AC8768  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AC8768  ELLIP HEIGHT-         305.38  (meters)          (10/07/05) GPS OBS
 AC8768  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AC8768
 AC8768  HORZ ORDER  -  FIRST
 AC8768  ELLP ORDER  -  FOURTH    CLASS II
 AC8768
 AC8768.This mark is at Kent State Univ Airport (1G3)
 AC8768
 AC8768.The horizontal coordinates were established by GPS observations
 AC8768.and adjusted by the National Geodetic Survey in May 1997..
 AC8768
 AC8768.The orthometric height was determined by GPS observations and a
 AC8768.high-resolution geoid model.
 AC8768
 AC8768.GPS derived orthometric heights for airport stations designated as
 AC8768.PACS or SACS are published to 2 decimal places.  This maintains
 AC8768.centimeter relative accuracy between the PACS and SACS.  It does
 AC8768.not indicate centimeter accuracy relative to other marks which are
 AC8768.part of the NAVD 88 network.
 AC8768
 AC8768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8768
 AC8768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8768
 AC8768.The ellipsoidal height was determined by GPS observations
 AC8768.and is referenced to NAD 83.
 AC8768
 AC8768.The geoid height was determined by GEOID03.
 AC8768
 AC8768;                    North         East     Units Scale Factor Converg.
 AC8768;SPC OH N     -   165,339.881   691,008.159   MT  0.99994018   +0 42 44.3
 AC8768;UTM  17      - 4,555,547.755   465,114.596   MT  0.99961498   -0 16 24.9
 AC8768
 AC8768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8768!SPC OH N     -   0.99995210  x   0.99994018  =   0.99989228
 AC8768!UTM  17      -   0.99995210  x   0.99961498  =   0.99956710
 AC8768
 AC8768                          SUPERSEDED SURVEY CONTROL
 AC8768
 AC8768  ELLIP H (05/30/97)  305.37   (m)                       GP(       ) 4 2
 AC8768
 AC8768.Superseded values are not recommended for survey control.
 AC8768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8768.See file dsdata.txt to determine how the superseded data were derived.
 AC8768
 AC8768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6511555548(NAD 83)
 AC8768_MARKER: DD = SURVEY DISK
 AC8768_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC8768_STAMPING: 1G3 A 1995
 AC8768_MARK LOGO: NGS   
 AC8768_PROJECTION: FLUSH
 AC8768_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8768+STABILITY: SURFACE MOTION
 AC8768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8768+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8768_ROD/PIPE-DEPTH: 1.0  meters
 AC8768
 AC8768  HISTORY     - Date     Condition        Report By
 AC8768  HISTORY     - 1995     MONUMENTED       NGS
 AC8768
 AC8768                          STATION DESCRIPTION
 AC8768
 AC8768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC8768'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF AKRON, 4 KM
 AC8768'(2.50 MI) WEST OF KENT AT THE ANDREW W.  PATON/KENT STATE UNIVERSITY
 AC8768'AIRPORT, IN THE GRASS MEDIAN OF THE RUNWAY AND PARALLEL TAXI, AND ON
 AC8768'THE NORTH SIDE OF THE CONNECTOR TAXI JUST SOUTH OF MIDFIELD.
 AC8768'OWNERSHIP--KENT STATE UNIVERSITY, 4020 KENT ROAD, STOW, OH.  44224.
 AC8768'OPERATIONS MANAGER IS THOMAS L.  FRIEND.  PHONE 216-672-2640. CONTACT
 AC8768'HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND
 AC8768'ACCESS THROUGH THE LOCKED GATE.  TO REACH FROM THE JUNCTION OF STATE
 AC8768'HIGHWAYS 43 AND 59 IN KENT, GO WEST ON HIGHWAY 59 FOR 4.99 KM (3.10
 AC8768'MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTH, ON
 AC8768'THE ROAD FOR 0.16 KM (0.10 MI) TO A LOCKED GATE AT THE APRON.  PASS
 AC8768'THROUGH THE GATE, SOUTH, ACROSS THE APRON FOR 0.08 KM (0.05 MI) TO A
 AC8768'CONNECTOR TAXI ON THE LEFT.  TURN LEFT, EAST, ALONG THE TAXI FOR 0.24
 AC8768'KM (0.15 MI) TO THE PARALLEL TAXI ON THE RIGHT. TURN RIGHT,
 AC8768'SOUTH-SOUTHWEST, ALONG THE TAXI FOR 0.64 KM (0.40 MI) TO THE STATION
 AC8768'ON THE LEFT.  THE STATION IS A SURVEY DISK ATOP A 1 M (3.3 FT) LONG
 AC8768'FENO ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AC8768'CONCRETE SET 3 CM BELOW THE GROUND SURFACE.  IT IS 38.6 M (126.6 FT)
 AC8768'EAST-SOUTHEAST OF THE CENTER OF THE PARALLEL TAXI, 37.7 M (123.7 FT)
 AC8768'WEST-NORTHWEST OF THE CENTER OF THE RUNWAY, 22.6 M (74.1 FT)
 AC8768'NORTH-NORTHWEST OF THE CENTER OF THE CONNECTOR TAXI, 8.3 M (27.2 FT)
 AC8768'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A TAXI SIGN, AND 0.4 M (1.3
 AC8768'FT) SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST. NOTE--ACCESS TO THE
 AC8768'DATUM POINT IS THROUGH A 5 INCH LOGO CAP.  THIS STATION IS A SECONDARY
 AC8768'AIRPORT CONTROL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6027 ***********************************************************************
 AB6027  CBN         -  This is a Cooperative Base Network Control Station.
 AB6027  PACS        -  This is a Primary Airport Control Station.
 AB6027  DESIGNATION -  1G3 B
 AB6027  PID         -  AB6027
 AB6027  STATE/COUNTY-  OH/SUMMIT
 AB6027  USGS QUAD   -  HUDSON (1984)
 AB6027
 AB6027                         *CURRENT SURVEY CONTROL
 AB6027  ___________________________________________________________________
 AB6027* NAD 83(1995)-  41 09 25.94123(N)    081 24 53.18633(W)     ADJUSTED  
 AB6027* NAVD 88     -       346.55   (meters)    1137.0    (feet)  GPS OBS   
 AB6027  ___________________________________________________________________
 AB6027  X           -     717,942.324 (meters)                     COMP
 AB6027  Y           -  -4,755,465.508 (meters)                     COMP
 AB6027  Z           -   4,175,789.626 (meters)                     COMP
 AB6027  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AB6027  ELLIP HEIGHT-         313.02  (meters)          (03/08/05) GPS OBS
 AB6027  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AB6027
 AB6027  HORZ ORDER  -  B
 AB6027  ELLP ORDER  -  FOURTH    CLASS II
 AB6027
 AB6027.This mark is at Kent State Univ Airport (1G3)
 AB6027
 AB6027.The horizontal coordinates were established by GPS observations
 AB6027.and adjusted by the National Geodetic Survey in August 1996..
 AB6027
 AB6027.The orthometric height was determined by GPS observations and a
 AB6027.high-resolution geoid model.
 AB6027
 AB6027.GPS derived orthometric heights for airport stations designated as
 AB6027.PACS or SACS are published to 2 decimal places.  This maintains
 AB6027.centimeter relative accuracy between the PACS and SACS.  It does
 AB6027.not indicate centimeter accuracy relative to other marks which are
 AB6027.part of the NAVD 88 network.
 AB6027
 AB6027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6027
 AB6027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6027
 AB6027.The ellipsoidal height was determined by GPS observations
 AB6027.and is referenced to NAD 83.
 AB6027
 AB6027.The geoid height was determined by GEOID03.
 AB6027
 AB6027;                    North         East     Units Scale Factor Converg.
 AB6027;SPC OH N     -   166,085.272   691,080.622   MT  0.99994036   +0 42 46.6
 AB6027;UTM  17      - 4,556,291.546   465,199.846   MT  0.99961490   -0 16 22.7
 AB6027
 AB6027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6027!SPC OH N     -   0.99995090  x   0.99994036  =   0.99989127
 AB6027!UTM  17      -   0.99995090  x   0.99961490  =   0.99956582
 AB6027
 AB6027                          SUPERSEDED SURVEY CONTROL
 AB6027
 AB6027  ELLIP H (08/20/96)  313.01   (m)                       GP(       ) 4 2
 AB6027
 AB6027.Superseded values are not recommended for survey control.
 AB6027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6027.See file dsdata.txt to determine how the superseded data were derived.
 AB6027
 AB6027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6520056292(NAD 83)
 AB6027_MARKER: I = METAL ROD
 AB6027_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6027_STAMPING: 1G3 B 1995
 AB6027_MARK LOGO: NGS   
 AB6027_PROJECTION: FLUSH
 AB6027_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6027+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6027_ROD/PIPE-DEPTH: 8.3  meters
 AB6027_SLEEVE-DEPTH  : 0.90 meters
 AB6027
 AB6027  HISTORY     - Date     Condition        Report By
 AB6027  HISTORY     - 1995     MONUMENTED       NGS
 AB6027
 AB6027                          STATION DESCRIPTION
 AB6027
 AB6027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6027'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 5 KM
 AB6027'(3.10 MI) NORTHEAST OF AKRON, 4 KM (2.50 MI) WEST OF KENT AT THE
 AB6027'ANDREW W PATON/KENT STATE UNIVERSITY AIRPORT, ON A LOW HILL ON THE
 AB6027'NORTH SIDE OF THE CONNECTOR TAXI, ADJACENT TO THE RUNUP RAMP, AND ON
 AB6027'THE EXTENSION OF THE LINE OF TAXI LIGHTS ON THE EAST SIDE OF THE
 AB6027'PARALLEL TAXI.  OWNERSHIP--KENT STATE UNIVERSITY, 4020 KENT ROAD,
 AB6027'STOW, OHIO, 44224.  OPERATIONS MANAGER IS THOMAS L FRIEND.  PHONE
 AB6027'330-672-2640.  CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY
 AB6027'THIS STATION AND ACCESS THROUGH THE LOCKED GATE.  TO REACH FROM THE
 AB6027'JUNCTION OF STATE HIGHWAYS 43 AND 59 IN KENT, GO WEST ON HIGHWAY 59
 AB6027'FOR 4.99 KM (3.10 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 AB6027'LEFT, SOUTH, ON THE ROAD FOR 0.16 KM (0.10 MI) TO A LOCKED GATE AT THE
 AB6027'APRON.  PASS THROUGH THE GATE, SOUTH, ACROSS THE APRON FOR 0.08 KM
 AB6027'(0.05 MI) TO A CONNECTOR TAXI ON THE LEFT.  TURN LEFT, EAST, ALONG THE
 AB6027'TAXI FOR 0.24 KM (0.15 MI) TO THE PARALLEL TAXI AND THE STATION ON THE
 AB6027'LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD
 AB6027'IN A 25 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 AB6027'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 AB6027'IT IS 76.4 M (250.7 FT) NORTHWEST OF THE CENTER OF THE END OF THE
 AB6027'RUNWAY, 68.1 M (223.4 FT) WEST-NORTHWEST OF THE EXTENDED CENTER OF THE
 AB6027'RUNWAY, 66.2 M (217.2 FT) SOUTH-SOUTHWEST OF, AND ABOUT 2 M (6.6 FT)
 AB6027'HIGHER THAN THE CENTER OF HIGHWAY 59, 42.7 M (140.1 FT) EAST OF THE
 AB6027'NORTHEAST CORNER OF THE RAMP, 41.1 M (134.8 FT) NORTH-NORTHEAST OF THE
 AB6027'CENTER OF THE CONNECTOR TAXI, AND 0.5 M (1.6 FT) SOUTH-SOUTHWEST OF A
 AB6027'FIBERGLASS WITNESS POST. NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A
 AB6027'CRITERIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE1996 ***********************************************************************
 AE1996  DESIGNATION -  1G5 A FAA
 AE1996  PID         -  AE1996
 AE1996  STATE/COUNTY-  OH/MEDINA
 AE1996  USGS QUAD   -  MEDINA (1994)
 AE1996
 AE1996                         *CURRENT SURVEY CONTROL
 AE1996  ___________________________________________________________________
 AE1996* NAD 83(1995)-  41 07 56.99831(N)    081 45 26.50853(W)     ADJUSTED  
 AE1996* NAVD 88     -       354.2    (meters)    1162.     (feet)  GPS OBS   
 AE1996  ___________________________________________________________________
 AE1996  X           -     689,754.891 (meters)                     COMP
 AE1996  Y           -  -4,761,465.724 (meters)                     COMP
 AE1996  Z           -   4,173,728.317 (meters)                     COMP
 AE1996  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AE1996  ELLIP HEIGHT-         320.64  (meters)          (10/07/05) GPS OBS
 AE1996  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AE1996
 AE1996  HORZ ORDER  -  FIRST
 AE1996  ELLP ORDER  -  FOURTH    CLASS I
 AE1996
 AE1996.This mark is at Medina Municipal Airport (1G5)
 AE1996
 AE1996.The horizontal coordinates were established by GPS observations
 AE1996.and adjusted by the National Geodetic Survey in August 1997..
 AE1996
 AE1996.The orthometric height was determined by GPS observations and a
 AE1996.high-resolution geoid model.
 AE1996
 AE1996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1996
 AE1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1996
 AE1996.The ellipsoidal height was determined by GPS observations
 AE1996.and is referenced to NAD 83.
 AE1996
 AE1996.The geoid height was determined by GEOID03.
 AE1996
 AE1996;                    North         East     Units Scale Factor Converg.
 AE1996;SPC OH N     -   163,040.423   662,352.059   MT  0.99993978   +0 29 16.4
 AE1996;UTM  17      - 4,553,742.312   436,432.045   MT  0.99964973   -0 29 53.6
 AE1996
 AE1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1996!SPC OH N     -   0.99994971  x   0.99993978  =   0.99988949
 AE1996!UTM  17      -   0.99994971  x   0.99964973  =   0.99959946
 AE1996
 AE1996:                Primary Azimuth Mark                     Grid Az
 AE1996:SPC OH N     -  MEDPORT                                  304 18 46.8
 AE1996:UTM  17      -  MEDPORT                                  305 17 56.8
 AE1996
 AE1996|---------------------------------------------------------------------|
 AE1996| PID    Reference Object                     Distance      Geod. Az  |
 AE1996|                                                           dddmmss.s |
 AE1996| MB2986 MEDPORT                             466.494 METERS 3044803.2 |
 AE1996|---------------------------------------------------------------------|
 AE1996
 AE1996                          SUPERSEDED SURVEY CONTROL
 AE1996
 AE1996  ELLIP H (08/11/97)  320.63   (m)                       GP(       ) 4 1
 AE1996
 AE1996.Superseded values are not recommended for survey control.
 AE1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1996.See file dsdata.txt to determine how the superseded data were derived.
 AE1996
 AE1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3643253742(NAD 83)
 AE1996_MARKER: DD = SURVEY DISK
 AE1996_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AE1996_STAMPING: FAA 1G5 A 1995
 AE1996_MARK LOGO: OHDT  
 AE1996_PROJECTION: FLUSH
 AE1996_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1996+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE1996_ROD/PIPE-DEPTH: 4.6  meters
 AE1996_SLEEVE-DEPTH  : 0.9 meters
 AE1996
 AE1996  HISTORY     - Date     Condition        Report By
 AE1996  HISTORY     - 1991     MONUMENTED       OHDT
 AE1996
 AE1996                          STATION DESCRIPTION
 AE1996
 AE1996'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (SLQ)
 AE1996'THE STATION IS LOCATED AT THE MEDINA MUNICIPAL AIRPORT, ABOUT 21.7 KM
 AE1996'(13.50 MI) WEST OF THE CITY OF AKRON, ABOUT 8.9 KM (5.55 MI) EAST OF
 AE1996'THE CITY OF MEDINA, AND ABOUT 3.2 KM (2.00 MI) EAST OF INTERSTATE 71
 AE1996'AT S.R.  18, IN THE NORTHEAST QUARTER OF SHARON TOWNSHIP, T 2 N, R 13
 AE1996'W.  OWNERSHIP-CITY OF MEDINA, AIRPORT MANAGER-RICHARD GRICE, 2050
 AE1996'MEDINA ROAD, MEDINA, OH 44256.  PHONE (330) 239-1606. TO REACH THE
 AE1996'STATION FROM THE INTERSECTION OF INTERSTATE 71 AND STATE ROUTE 18, GO
 AE1996'EAST ON STATE ROUTE 18 FOR 3.1 KM (1.90 MI) TO BEACH ROAD (SHARON TWP
 AE1996'RD 54) .  TURN RIGHT AND GO SOUTH FOR 0.48 KM (0.30 MI) TO A DIRT ROAD
 AE1996'TO AN OIL WELL ON RIGHT.  TURN RIGHT AND GO WEST FOR 0.16 KM (0.10 MI)
 AE1996'TO THE STATION ON THE RIGHT, IN HIGH GROUND IN THE CLEAR ZONE FOR
 AE1996'RUNWAY 27. THE STATION IS 290 M (951.4 FT) EAST OF APPROACH 27, 125 M
 AE1996'(410.1 FT) WEST OF BEACH ROAD CENTER, AND 0.6 M (2.0 FT) EAST OF AN
 AE1996'ORANGE FIBERGLASS WITNESS POST.  THE STATION IS THE CENTER MARK ON A
 AE1996'3.25 INCH DIA ALUMINUM DISK STAMPED FAA 1G5 A 1995, SET ON A 0.75 IN
 AE1996'DIA ROD DRIVEN TO REFUSAL AT 4.6 M (15.1 FT) , WITH A 0.9 M (3.0 FT)
 AE1996'GREASED SLEEVE, SET IN A 5 IN DIA PVC PIPE WITH A REMOVABLE ODOT LOGO
 AE1996'CAP SET FLUSH WITH THE GROUND. NOTE--SLEEVE DEPTH DOES NOT MEET CLASS
 AE1996'A REQUIREMENTS. NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION
 AE1996'(SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE1997 ***********************************************************************
 AE1997  SACS        -  This is a Secondary Airport Control Station.
 AE1997  DESIGNATION -  1G5 B
 AE1997  PID         -  AE1997
 AE1997  STATE/COUNTY-  OH/MEDINA
 AE1997  USGS QUAD   -  MEDINA (1994)
 AE1997
 AE1997                         *CURRENT SURVEY CONTROL
 AE1997  ___________________________________________________________________
 AE1997* NAD 83(1995)-  41 07 38.76365(N)    081 45 44.71606(W)     ADJUSTED  
 AE1997* NAVD 88     -       355.41   (meters)    1166.0    (feet)  GPS OBS   
 AE1997  ___________________________________________________________________
 AE1997  X           -     689,387.733 (meters)                     COMP
 AE1997  Y           -  -4,761,893.734 (meters)                     COMP
 AE1997  Z           -   4,173,305.416 (meters)                     COMP
 AE1997  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AE1997  ELLIP HEIGHT-         321.89  (meters)          (10/07/05) GPS OBS
 AE1997  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AE1997
 AE1997  HORZ ORDER  -  FIRST
 AE1997  ELLP ORDER  -  FOURTH    CLASS I
 AE1997
 AE1997.This mark is at Medina Municipal Airport (1G5)
 AE1997
 AE1997.The horizontal coordinates were established by GPS observations
 AE1997.and adjusted by the National Geodetic Survey in August 1997..
 AE1997
 AE1997.The orthometric height was determined by GPS observations and a
 AE1997.high-resolution geoid model.
 AE1997
 AE1997.GPS derived orthometric heights for airport stations designated as
 AE1997.PACS or SACS are published to 2 decimal places.  This maintains
 AE1997.centimeter relative accuracy between the PACS and SACS.  It does
 AE1997.not indicate centimeter accuracy relative to other marks which are
 AE1997.part of the NAVD 88 network.
 AE1997
 AE1997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1997
 AE1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1997
 AE1997.The ellipsoidal height was determined by GPS observations
 AE1997.and is referenced to NAD 83.
 AE1997
 AE1997.The geoid height was determined by GEOID03.
 AE1997
 AE1997;                    North         East     Units Scale Factor Converg.
 AE1997;SPC OH N     -   162,474.352   661,932.184   MT  0.99993968   +0 29 04.4
 AE1997;UTM  17      - 4,553,183.712   436,002.615   MT  0.99965041   -0 30 05.4
 AE1997
 AE1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1997!SPC OH N     -   0.99994951  x   0.99993968  =   0.99988919
 AE1997!UTM  17      -   0.99994951  x   0.99965041  =   0.99959994
 AE1997
 AE1997                          SUPERSEDED SURVEY CONTROL
 AE1997
 AE1997  ELLIP H (08/11/97)  321.88   (m)                       GP(       ) 4 1
 AE1997
 AE1997.Superseded values are not recommended for survey control.
 AE1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1997.See file dsdata.txt to determine how the superseded data were derived.
 AE1997
 AE1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3600353184(NAD 83)
 AE1997_MARKER: DD = SURVEY DISK
 AE1997_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE1997_STAMPING: 1G5 B 1995
 AE1997_MARK LOGO: NGS   
 AE1997_PROJECTION: FLUSH
 AE1997_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE1997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1997+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE1997_ROD/PIPE-DEPTH: 1.0  meters
 AE1997
 AE1997  HISTORY     - Date     Condition        Report By
 AE1997  HISTORY     - 1995     MONUMENTED       NGS
 AE1997
 AE1997                          STATION DESCRIPTION
 AE1997
 AE1997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (DGA)
 AE1997'THE STATION IS LOCATED AT THE MEDINA MUNICIPAL AIRPORT, ABOUT 22 KM
 AE1997'(13.65 MI) WEST FROM THE CITY OF AKRON, ABOUT 8 KM (4.95 MI) EAST FROM
 AE1997'THE CITY OF MEDINA, AND ABOUT 3.2 KM (2.00 MI) EAST FROM INTERSTATE 71
 AE1997'AT STATE ROUTE 18, IN THE NORTHEAST QUARTER OF SHARON TOWNSHIP, T 2 N,
 AE1997'R 13 W.  OWNERSHIP-CITY OF MEDINA, AIRPORT MANAGER-RICHARD GRICE, 2050
 AE1997'MEDINA ROAD, MEDINA, OH 44256.  PHONE (330) 239-1606. TO REACH THE
 AE1997'STATION FROM THE INTERSECTION OF INTERSTATE 71 AND STATE ROUTE 18, GO
 AE1997'EAST ON STATE ROUTE 18 FOR 2.65 KM (1.65 MI) TO THE AIRPORT ENTRANCE
 AE1997'ON THE RIGHT AT THE TOP OF A GRADE.  TURN SHARP RIGHT AND GO SOUTHERLY
 AE1997'THROUGH A PARKING LOT AND DRIVEWAY FOR 0.08 KM (0.05 MI) TO THE APRON.
 AE1997'TURN RIGHT AND GO SOUTHWEST ACROSS THE APRON AND CROSSING APPROACH 18
 AE1997'TO THE TAXIWAY PARALLEL WITH RUNWAY 18-36.  TURN LEFT AND GO SOUTH ON
 AE1997'THE TAXIWAY FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF RUNWAY 09-27.
 AE1997'CONTINUE SOUTH ON THE TAXIWAY FOR 0.36 KM (0.20 MI) TO A TAXIWAY
 AE1997'CONNECTOR TO RUNWAY 18-36 ON LEFT AND THE STATION AHEAD IN A GRASSY
 AE1997'AREA. THE STATION IS LOCATED 46.4 M (152.2 FT) SOUTH SOUTHWEST FROM
 AE1997'THE JUNCTION OF THE CONNECTOR TAXIWAY CENTER AND RUNWAY 18-36 CENTER,
 AE1997'38.5 M (126.3 FT) WEST FROM RUNWAY 18-36 CENTER, 25.1 M (82.3 FT) WEST
 AE1997'FROM THE WESTERNMOST THRESHOLD LIGHT, 0.6 M (2.0 FT) EAST FROM A
 AE1997'FIBERGLASS WITNESS POST AND ABOUT 1 M (3.3 FT) LOWER THAN THE RUNWAY.
 AE1997'DESCRIBED BY DG AUG. NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION
 AE1997'(SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0165 ***********************************************************************
 LA0165  DESIGNATION -  2
 LA0165  PID         -  LA0165
 LA0165  STATE/COUNTY-  OH/SHELBY
 LA0165  USGS QUAD   -  SIDNEY (1982)
 LA0165
 LA0165                         *CURRENT SURVEY CONTROL
 LA0165  ___________________________________________________________________
 LA0165* NAD 83(1986)-  40 17 12.     (N)    084 09 25.     (W)     SCALED    
 LA0165* NAVD 88     -       291.467  (meters)     956.25   (feet)  ADJUSTED  
 LA0165  ___________________________________________________________________
 LA0165  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LA0165  DYNAMIC HT  -         291.324 (meters)     955.79  (feet)  COMP
 LA0165  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 LA0165
 LA0165  VERT ORDER  -  FIRST     CLASS II
 LA0165
 LA0165.The horizontal coordinates were scaled from a topographic map and have
 LA0165.an estimated accuracy of +/- 6 seconds.
 LA0165
 LA0165.The orthometric height was determined by differential leveling
 LA0165.and adjusted by the National Geodetic Survey in June 1991..
 LA0165.WARNING-Repeat measurements at this control monument indicate possible
 LA0165.vertical movement.
 LA0165
 LA0165.The geoid height was determined by GEOID03.
 LA0165
 LA0165.The dynamic height is computed by dividing the NAVD 88
 LA0165.geopotential number by the normal gravity value computed on the
 LA0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0165.degrees latitude (g = 980.6199 gals.).
 LA0165
 LA0165.The modeled gravity was interpolated from observed gravity values.
 LA0165
 LA0165;                    North         East    Units  Estimated Accuracy
 LA0165;SPC OH N     -    70,190.      459,110.      MT  (+/- 180 meters Scaled)
 LA0165
 LA0165                          SUPERSEDED SURVEY CONTROL
 LA0165
 LA0165  NGVD 29 (??/??/92)  291.652  (m)          956.86   (f) ADJ UNCH    1 2
 LA0165
 LA0165.Superseded values are not recommended for survey control.
 LA0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0165.See file dsdata.txt to determine how the superseded data were derived.
 LA0165
 LA0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK416634(NAD 83)
 LA0165_MARKER: DD = SURVEY DISK
 LA0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0165_SP_SET: CONCRETE POST
 LA0165_STAMPING: 2 1935
 LA0165_MARK LOGO: CGS+SS
 LA0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0165+STABILITY: SURFACE MOTION
 LA0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0165+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 LA0165
 LA0165  HISTORY     - Date     Condition        Report By
 LA0165  HISTORY     - 1935     MONUMENTED       OHGS
 LA0165  HISTORY     - 1954     GOOD             NGS
 LA0165  HISTORY     - 19930629 GOOD             NGS
 LA0165
 LA0165                          STATION DESCRIPTION
 LA0165
 LA0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0165'AT SIDNEY.
 LA0165'AT SIDNEY, ABOUT 0.1 MILE NORTHWEST OF THE COURT HOUSE, AT THE
 LA0165'INTERSECTION OF NORTH STREET AND OHIO AVENUE, 28 FEET SOUTH OF
 LA0165'SOUTH CURB OF NORTH STREET, 26 FEET WEST OF WEST CURB OF OHIO
 LA0165'AVENUE, 9.2 FEET NORTHEAST OF NORTHEAST CORNER OF POST OFFICE,
 LA0165'ABOUT 1 FOOT ABOVE LEVEL OF OHIO AVENUE AND SET IN THE TOP OF A
 LA0165'CONCRETE POST PROJECTING 1 INCH.
 LA0165
 LA0165                          STATION RECOVERY (1993)
 LA0165
 LA0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0165'IN SIDNEY, AT THE INTERSECTION OF OHIO AVENUE AND NORTH STREET, 17.2
 LA0165'M (56.4 FT) WEST OF THE AVENUE CENTERLINE, 15.5 M (50.9 FT) SOUTH OF
 LA0165'THE STREET CENTERLINE, 2.8 M (9.2 FT) NORTHEAST OF THE NORTHEAST
 LA0165'CORNER OF THE POST OFFICE, 1.0 M (3.3 FT) SOUTH OF THE SOUTH EDGE OF
 LA0165'A SIDEWALK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0496 ***********************************************************************
 LA0496  DESIGNATION -  2
 LA0496  PID         -  LA0496
 LA0496  STATE/COUNTY-  OH/VAN WERT
 LA0496  USGS QUAD   -  SIDNEY (1982)
 LA0496
 LA0496                         *CURRENT SURVEY CONTROL
 LA0496  ___________________________________________________________________
 LA0496* NAD 83(1986)-  40 17 12.     (N)    084 09 25.     (W)     SCALED    
 LA0496* NAVD 88     -       230.64   (+/-2cm)     756.7    (feet)  VERTCON   
 LA0496  ___________________________________________________________________
 LA0496  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LA0496
 LA0496  VERT ORDER  -  ? (See Below)
 LA0496
 LA0496.The horizontal coordinates were scaled from a topographic map and have
 LA0496.an estimated accuracy of +/- 6 seconds.
 LA0496
 LA0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA0496.The vertical order pertains to the NGVD 29 superseded value.
 LA0496
 LA0496.The geoid height was determined by GEOID03.
 LA0496
 LA0496;                    North         East    Units  Estimated Accuracy
 LA0496;SPC OH N     -    70,190.      459,110.      MT  (+/- 180 meters Scaled)
 LA0496
 LA0496                          SUPERSEDED SURVEY CONTROL
 LA0496
 LA0496  NGVD 29 (??/??/92)  230.830  (m)          757.31   (f) ADJ UNCH    ?  
 LA0496
 LA0496.Superseded values are not recommended for survey control.
 LA0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0496.See file dsdata.txt to determine how the superseded data were derived.
 LA0496
 LA0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK416634(NAD 83)
 LA0496_MARKER: B = BOLT
 LA0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0496_SP_SET: BRIDGE
 LA0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0496
 LA0496  HISTORY     - Date     Condition        Report By
 LA0496  HISTORY     - UNK      MONUMENTED       CNWRR
 LA0496  HISTORY     - 1947     GOOD             NGS
 LA0496  HISTORY     - 1949     GOOD             CNWRR
 LA0496
 LA0496                          STATION DESCRIPTION
 LA0496
 LA0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0496'0.7 MI S FROM CAVETT.
 LA0496'0.7 MILE SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 LA0496'STATION AT CAVETT, VAN WERT COUNTY, BETWEEN TELEPHONE POLES 98/21
 LA0496'AND 98/22, AT BRIDGE 98.6, IN THE TOP OF THE SOUTHWEST CONCRETE
 LA0496'WING WALL, 5.8 FEET WEST OF THE WEST RAIL, AND ABOUT 1/2 FOOT
 LA0496'LOWER THAN THE TRACK.  NOTE-- THE BRIDGE NO. IS 98.6 AND WAS
 LA0496'BUILT IN 1922, AND IS NOT NO. 1922 AS IN THE ORIGINAL DESCRIPTION.
 LA0496
 LA0496                          STATION RECOVERY (1949)
 LA0496
 LA0496'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1949
 LA0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1642 ***********************************************************************
 KY1642  DESIGNATION -  2
 KY1642  PID         -  KY1642
 KY1642  STATE/COUNTY-  OH/STARK
 KY1642  USGS QUAD   -  DOYLESTOWN (1994)
 KY1642
 KY1642                         *CURRENT SURVEY CONTROL
 KY1642  ___________________________________________________________________
 KY1642* NAD 83(1986)-  40 54 29.     (N)    081 37 45.     (W)     SCALED    
 KY1642* NAVD 88     -       288.681  (meters)     947.11   (feet)  ADJUSTED  
 KY1642  ___________________________________________________________________
 KY1642  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1642  DYNAMIC HT  -         288.553 (meters)     946.69  (feet)  COMP
 KY1642  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 KY1642
 KY1642  VERT ORDER  -  FIRST     CLASS II
 KY1642
 KY1642.The horizontal coordinates were scaled from a topographic map and have
 KY1642.an estimated accuracy of +/- 6 seconds.
 KY1642
 KY1642.The orthometric height was determined by differential leveling
 KY1642.and adjusted by the National Geodetic Survey in June 1991..
 KY1642
 KY1642.The geoid height was determined by GEOID03.
 KY1642
 KY1642.The dynamic height is computed by dividing the NAVD 88
 KY1642.geopotential number by the normal gravity value computed on the
 KY1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1642.degrees latitude (g = 980.6199 gals.).
 KY1642
 KY1642.The modeled gravity was interpolated from observed gravity values.
 KY1642
 KY1642;                    North         East    Units  Estimated Accuracy
 KY1642;SPC OH N     -   138,220.      673,360.      MT  (+/- 180 meters Scaled)
 KY1642
 KY1642                          SUPERSEDED SURVEY CONTROL
 KY1642
 KY1642  NGVD 29 (??/??/92)  288.868  (m)          947.73   (f) ADJ UNCH    1 2
 KY1642
 KY1642.Superseded values are not recommended for survey control.
 KY1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1642.See file dsdata.txt to determine how the superseded data were derived.
 KY1642
 KY1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF470287(NAD 83)
 KY1642_MARKER: N = NAIL
 KY1642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1642_SP_SET: RAIL
 KY1642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1642
 KY1642  HISTORY     - Date     Condition        Report By
 KY1642  HISTORY     - 1954     MONUMENTED       BORR
 KY1642  HISTORY     - 1935     GOOD             NGS
 KY1642  HISTORY     - 1954     MARK NOT FOUND   BORR
 KY1642  HISTORY     - 19930105 MARK NOT FOUND   OHDT
 KY1642
 KY1642                          STATION DESCRIPTION
 KY1642
 KY1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY1642'2 MI NW FROM CANAL FULTON.
 KY1642'2.00 MILES NORTH OF THE STATION AT CANAL FULTON, ON THE WHEELING
 KY1642'TO WARWICK BRANCH OF THE BALTIMORE AND OHIO RAILWAY, ABOUT
 KY1642'16 FEET SOUTHWEST THENCE ABOUT 3 FEET SOUTHEAST OF MP NO. B107,
 KY1642'ABOUT 4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, HIGHEST POINT ON
 KY1642'TOP OF SECTION OF RAIL SET VERTICALLY BUT DAMAGED AND NOW AT
 KY1642'40 DEG ANGLE WITH THE VERTICAL, ABOUT 2 FEET BELOW THE TOP OF
 KY1642'RAILS AND 1 FOOT BELOW THE LEVEL OF THE GROUND.
 KY1642
 KY1642                          STATION RECOVERY (1954)
 KY1642
 KY1642'RECOVERY NOTE BY BALTIMORE AND OHIO RAILROAD 1954
 KY1642'MARK NOT FOUND.
 KY1642
 KY1642                          STATION RECOVERY (1993)
 KY1642
 KY1642'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY1642'------REPORT BY ODOT ----- YEAR 1992 ------- CONDITION - NOT FOUND---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0088 ***********************************************************************
 JY0088  DESIGNATION -  2
 JY0088  PID         -  JY0088
 JY0088  STATE/COUNTY-  OH/MUSKINGUM
 JY0088  USGS QUAD   -  ZANESVILLE WEST (1992)
 JY0088
 JY0088                         *CURRENT SURVEY CONTROL
 JY0088  ___________________________________________________________________
 JY0088* NAD 83(1986)-  39 56 02.     (N)    082 00 11.     (W)     SCALED    
 JY0088* NAVD 88     -       212.923  (meters)     698.56   (feet)  ADJUSTED  
 JY0088  ___________________________________________________________________
 JY0088  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JY0088  DYNAMIC HT  -         212.807 (meters)     698.18  (feet)  COMP
 JY0088  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 JY0088
 JY0088  VERT ORDER  -  FIRST     CLASS II
 JY0088
 JY0088.The horizontal coordinates were scaled from a topographic map and have
 JY0088.an estimated accuracy of +/- 6 seconds.
 JY0088
 JY0088.The orthometric height was determined by differential leveling
 JY0088.and adjusted by the National Geodetic Survey in June 1991..
 JY0088
 JY0088.The geoid height was determined by GEOID03.
 JY0088
 JY0088.The dynamic height is computed by dividing the NAVD 88
 JY0088.geopotential number by the normal gravity value computed on the
 JY0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0088.degrees latitude (g = 980.6199 gals.).
 JY0088
 JY0088.The modeled gravity was interpolated from observed gravity values.
 JY0088
 JY0088;                    North         East    Units  Estimated Accuracy
 JY0088;SPC OH S     -   214,810.      642,480.      MT  (+/- 180 meters Scaled)
 JY0088
 JY0088                          SUPERSEDED SURVEY CONTROL
 JY0088
 JY0088  NGVD 29 (??/??/92)  213.146  (m)          699.30   (f) ADJ UNCH    1 2
 JY0088
 JY0088.Superseded values are not recommended for survey control.
 JY0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0088.See file dsdata.txt to determine how the superseded data were derived.
 JY0088
 JY0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME142209(NAD 83)
 JY0088_MARKER: Q = CHISELED SQUARE
 JY0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0088_SP_SET: SANDSTONE LOCK
 JY0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0088
 JY0088  HISTORY     - Date     Condition        Report By
 JY0088  HISTORY     - UNK      MONUMENTED       DOD
 JY0088  HISTORY     - 1954     GOOD             NGS
 JY0088
 JY0088                          STATION DESCRIPTION
 JY0088
 JY0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0088'AT ZANESVILLE.
 JY0088'AT ZANESVILLE, ABOUT 0.2 MILE SOUTHEAST ALONG THE LEFT BANK OF
 JY0088'MUSKINGUM RIVER FROM SIXTH STREET BRIDGE OVER RIVER, AT U.S.E.
 JY0088'LOCK NO. 10 ON MUSKINGUM RIVER, ON THE TOP OF THE EAST WALL OF
 JY0088'LOCK, 16 1/2 FEET SOUTH OF HINGE OF CENTER GATE OF LOCK, THE
 JY0088'BOTTOM OF A 2 1/2-INCH SHALLOW CUT IN THE TOP OF SANDSTONE LOCK
 JY0088'EXPOSED BY A HOLE CUT IN THIN LAYER OF CONCRETE AND SURROUNDED BY
 JY0088'THE LETTERS U S B M, 0.7 FOOT NORTH OF SOUTH EDGE OF WALL, 0.8
 JY0088'FOOT EAST OF WEST EDGE OF WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0707 ***********************************************************************
 JZ0707  DESIGNATION -  2
 JZ0707  PID         -  JZ0707
 JZ0707  STATE/COUNTY-  OH/HAMILTON
 JZ0707  USGS QUAD   -  COVINGTON (1987)
 JZ0707
 JZ0707                         *CURRENT SURVEY CONTROL
 JZ0707  ___________________________________________________________________
 JZ0707* NAD 83(1986)-  39 06 29.     (N)    084 30 39.     (W)     SCALED    
 JZ0707* NAVD 88     -       166.977  (meters)     547.82   (feet)  ADJUSTED  
 JZ0707  ___________________________________________________________________
 JZ0707  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0707  DYNAMIC HT  -         166.871 (meters)     547.48  (feet)  COMP
 JZ0707  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 JZ0707
 JZ0707  VERT ORDER  -  FIRST     CLASS II
 JZ0707
 JZ0707.The horizontal coordinates were scaled from a topographic map and have
 JZ0707.an estimated accuracy of +/- 6 seconds.
 JZ0707
 JZ0707.The orthometric height was determined by differential leveling
 JZ0707.and adjusted by the National Geodetic Survey in June 1991..
 JZ0707
 JZ0707.The geoid height was determined by GEOID03.
 JZ0707
 JZ0707.The dynamic height is computed by dividing the NAVD 88
 JZ0707.geopotential number by the normal gravity value computed on the
 JZ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0707.degrees latitude (g = 980.6199 gals.).
 JZ0707
 JZ0707.The modeled gravity was interpolated from observed gravity values.
 JZ0707
 JZ0707;                    North         East    Units  Estimated Accuracy
 JZ0707;SPC OH S     -   124,950.      426,100.      MT  (+/- 180 meters Scaled)
 JZ0707
 JZ0707                          SUPERSEDED SURVEY CONTROL
 JZ0707
 JZ0707  NGVD 29 (06/03/91)  167.147  (m)          548.38   (f) ADJUSTED    1 2
 JZ0707
 JZ0707.Superseded values are not recommended for survey control.
 JZ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0707.See file dsdata.txt to determine how the superseded data were derived.
 JZ0707
 JZ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ152317(NAD 83)
 JZ0707_MARKER: DD = SURVEY DISK
 JZ0707_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JZ0707_SP_SET: BUILDING
 JZ0707_STAMPING: 2
 JZ0707_MARK LOGO: OH1610
 JZ0707_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ0707+STABILITY: POSITION/ELEVATION WELL
 JZ0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0707+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2003
 JZ0707
 JZ0707  HISTORY     - Date     Condition        Report By
 JZ0707  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0707  HISTORY     - 1949     GOOD             NGS
 JZ0707  HISTORY     - 1985     GOOD             NGS
 JZ0707  HISTORY     - 1986     GOOD             NGS
 JZ0707  HISTORY     - 19930604 GOOD             NGS
 JZ0707  HISTORY     - 20031211 GOOD             GEOCAC
 JZ0707
 JZ0707                          STATION DESCRIPTION
 JZ0707
 JZ0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0707'AT CINCINNATI.
 JZ0707'AT CINCINNATI, ABOUT 1/2 BLOCK NORTH ALONG MAIN STREET FROM THE
 JZ0707'COURTHOUSE SQUARE, AT THE INTERSECTION OF MAIN STREET AND READING
 JZ0707'ROAD, IN THE TOP OF THE WATERTABLE OF THE ALMS AND DOEPKE
 JZ0707'BUILDING, 23.5 FEET EAST OF THE EAST CURB OF MAIN STREET, 11 FEET
 JZ0707'EAST OF THE NORTHWEST CORNER OF THE BUILDING, 8.5 FEET SOUTH OF
 JZ0707'SOUTH CURB OF READING ROAD AND 2 FEET ABOVE THE LEVEL OF THE
 JZ0707'SIDEWALK.
 JZ0707
 JZ0707                          STATION RECOVERY (1985)
 JZ0707
 JZ0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0707'RECOVERED IN GOOD CONDITION.
 JZ0707
 JZ0707                          STATION RECOVERY (1986)
 JZ0707
 JZ0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0707'THE MARK IS 0.6 M ABOVE THE SIDEWALK.
 JZ0707'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JZ0707'CINCINNATI, AT THE INTERSECTION OF MAIN STREET AND READING ROAD, IN
 JZ0707'TOP OF THE NORTH FOUNDATION WALL OF THE ALMS AND DOEPKE BUILDING,
 JZ0707'14.5 M (47.6 FT) EAST OF THE CENTERLINE OF THE STREET, 6.2 M (20.3 FT)
 JZ0707'SOUTH OF THE CENTER OF THE ROAD, AND 3.4 M (11.2 FT) EAST OF THE
 JZ0707'NORTHWEST CORNER OF THE BUILDING.
 JZ0707
 JZ0707                          STATION RECOVERY (1993)
 JZ0707
 JZ0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0707'IN CINCINNATI, AT THE INTERSECTION OF MAIN STREET AND READING ROAD,
 JZ0707'IN THE NORTH CONCRETE FOUNDATION OF THE ALMS AND DOEPKE BUILDING,
 JZ0707'14.5 M (47.6 FT) EAST OF THE STREET CENTER, 6.2 M (20.3 FT) SOUTH OF
 JZ0707'THE ROAD CENTER, 3.4 M (11.2 FT) EAST OF THE NORTHWEST CORNER OF THE
 JZ0707'BUILDING, AND 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE.
 JZ0707
 JZ0707                          STATION RECOVERY (2003)
 JZ0707
 JZ0707'RECOVERY NOTE BY GEOCACHING 2003
 JZ0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0698 ***********************************************************************
 JY0698  DESIGNATION -  2
 JY0698  PID         -  JY0698
 JY0698  STATE/COUNTY-  OH/FRANKLIN
 JY0698  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0698
 JY0698                         *CURRENT SURVEY CONTROL
 JY0698  ___________________________________________________________________
 JY0698* NAD 83(1986)-  39 57 16.     (N)    082 59 56.     (W)     SCALED    
 JY0698* NAVD 88     -       234.986  (meters)     770.95   (feet)  ADJUSTED  
 JY0698  ___________________________________________________________________
 JY0698  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JY0698  DYNAMIC HT  -         234.856 (meters)     770.52  (feet)  COMP
 JY0698  MODELED GRAV-     980,066.5   (mgal)                       NAVD 88
 JY0698
 JY0698  VERT ORDER  -  SECOND    CLASS 0
 JY0698
 JY0698.The horizontal coordinates were scaled from a topographic map and have
 JY0698.an estimated accuracy of +/- 6 seconds.
 JY0698
 JY0698.The orthometric height was determined by differential leveling
 JY0698.and adjusted by the National Geodetic Survey in June 1991..
 JY0698
 JY0698.The geoid height was determined by GEOID03.
 JY0698
 JY0698.The dynamic height is computed by dividing the NAVD 88
 JY0698.geopotential number by the normal gravity value computed on the
 JY0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0698.degrees latitude (g = 980.6199 gals.).
 JY0698
 JY0698.The modeled gravity was interpolated from observed gravity values.
 JY0698
 JY0698;                    North         East    Units  Estimated Accuracy
 JY0698;SPC OH S     -   217,090.      557,370.      MT  (+/- 180 meters Scaled)
 JY0698
 JY0698                          SUPERSEDED SURVEY CONTROL
 JY0698
 JY0698  NGVD 29 (??/??/92)  235.10   (m)          771.3    (f) COMPUTED    2 0
 JY0698
 JY0698.Superseded values are not recommended for survey control.
 JY0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0698.See file dsdata.txt to determine how the superseded data were derived.
 JY0698
 JY0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE292246(NAD 83)
 JY0698_MARKER: Q = CHISELED SQUARE
 JY0698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0698_SP_SET: DOOR SILL
 JY0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0698
 JY0698  HISTORY     - Date     Condition        Report By
 JY0698  HISTORY     - UNK      MONUMENTED       CGS
 JY0698  HISTORY     - 1954     GOOD             NGS
 JY0698  HISTORY     - 1967     MARK NOT FOUND   NGS
 JY0698
 JY0698                          STATION DESCRIPTION
 JY0698
 JY0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0698'AT COLUMBUS.
 JY0698'AT COLUMBUS, IN NORTHWEST ANGLE OF INTERSECTION OF SOUTH HIGH AND
 JY0698'WEST MOUND STREETS, IN TOP OF GRANITE DOOR SILL OF ENTRANCE TO
 JY0698'BUILDING NO. 347 SOUTH HIGH STREET, 33 FEET NORTH OF NORTH CURB
 JY0698'OF WEST MOUND STREET, 20 1/2 FEET WEST OF WEST CURB OF SOUTH HIGH
 JY0698'STREET, 14 3/4 FEET NORTH OF SOUTHEAST CORNER OF BUILDING AND 0.2
 JY0698'FOOT ABOVE SIDE WALK.
 JY0698
 JY0698                          STATION RECOVERY (1967)
 JY0698
 JY0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1671 ***********************************************************************
 KY1671  DESIGNATION -  2
 KY1671  PID         -  KY1671
 KY1671  STATE/COUNTY-  OH/STARK
 KY1671  USGS QUAD   -  MASSILLON (1994)
 KY1671
 KY1671                         *CURRENT SURVEY CONTROL
 KY1671  ___________________________________________________________________
 KY1671* NAD 83(1986)-  40 47 46.     (N)    081 31 14.     (W)     SCALED    
 KY1671* NAVD 88     -       288.677  (meters)     947.10   (feet)  ADJUSTED  
 KY1671  ___________________________________________________________________
 KY1671  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1671  DYNAMIC HT  -         288.545 (meters)     946.67  (feet)  COMP
 KY1671  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 KY1671
 KY1671  VERT ORDER  -  FIRST     CLASS II
 KY1671
 KY1671.The horizontal coordinates were scaled from a topographic map and have
 KY1671.an estimated accuracy of +/- 6 seconds.
 KY1671
 KY1671.The orthometric height was determined by differential leveling
 KY1671.and adjusted by the National Geodetic Survey in June 1991..
 KY1671
 KY1671.The geoid height was determined by GEOID03.
 KY1671
 KY1671.The dynamic height is computed by dividing the NAVD 88
 KY1671.geopotential number by the normal gravity value computed on the
 KY1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1671.degrees latitude (g = 980.6199 gals.).
 KY1671
 KY1671.The modeled gravity was interpolated from observed gravity values.
 KY1671
 KY1671;                    North         East    Units  Estimated Accuracy
 KY1671;SPC OH N     -   125,880.      682,650.      MT  (+/- 180 meters Scaled)
 KY1671
 KY1671                          SUPERSEDED SURVEY CONTROL
 KY1671
 KY1671  NGVD 29 (??/??/92)  288.896  (m)          947.82   (f) ADJ UNCH    1 2
 KY1671
 KY1671.Superseded values are not recommended for survey control.
 KY1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1671.See file dsdata.txt to determine how the superseded data were derived.
 KY1671
 KY1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF560162(NAD 83)
 KY1671_MARKER: X = CHISELED CROSS
 KY1671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1671_SP_SET: BUILDING FOUNDATION
 KY1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1671
 KY1671  HISTORY     - Date     Condition        Report By
 KY1671  HISTORY     - 1967     MONUMENTED       OH4820
 KY1671  HISTORY     - 1959     GOOD             NGS
 KY1671  HISTORY     - 1967     GOOD             NGS
 KY1671  HISTORY     - 19930413 MARK NOT FOUND   OHDT
 KY1671
 KY1671                          STATION DESCRIPTION
 KY1671
 KY1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1671'AT MASSILLON.
 KY1671'AT MASSILLON, AT THE JUNCTION OF FIRST STREET SOUTHEAST, AND
 KY1671'DIAMOND C. T. SOUTHEAST, A FAINT CHISELED CROSS ON THE TOP OF
 KY1671'CONCRETE FOUNDATION AT THE EAST CORNER OF OHIO MERCHANTS BANK
 KY1671'BUILDING, 14 FEET SOUTHWEST OF SOUTHWEST CURB OF FIRST STREET
 KY1671'SOUTHEAST, 6 FEET NORTH OF NORTH CURB LINE OF DIAMOND C.T. SOUTHEAST,
 KY1671'0.2 FOOT WEST OF EAST CORNER OF FOUNDATION AND 2 1/2 FEET ABOVE
 KY1671'SIDE WALK.
 KY1671
 KY1671                          STATION RECOVERY (1967)
 KY1671
 KY1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KY1671'RECOVERED IN GOOD CONDITION.
 KY1671
 KY1671                          STATION RECOVERY (1993)
 KY1671
 KY1671'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY1671'------REPORT BY ODOT-------YEAR 1993-------CONDITION - UNKNOWN
 KY1671' 
 KY1671'NOTE** IT IS BELIEVED THAT THE OLD OHIO MERCHANTS BANK BUILDING IS
 KY1671'ALSO THE AMERITRUST BANK BUILDING AND THAT T 337 WAS PUT ON TOP OF (2)
 KY1671'SO THAT (2) WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2431 ***********************************************************************
 AB2431  DESIGNATION -  2
 AB2431  PID         -  AB2431
 AB2431  STATE/COUNTY-  OH/ATHENS
 AB2431  USGS QUAD   -  SHADE (1992)
 AB2431
 AB2431                         *CURRENT SURVEY CONTROL
 AB2431  ___________________________________________________________________
 AB2431* NAD 83(1995)-  39 11 36.49821(N)    082 03 31.97740(W)     ADJUSTED  
 AB2431* NAVD 88     -       279.7    (meters)     918.     (feet)  GPS OBS   
 AB2431  ___________________________________________________________________
 AB2431  X           -     683,865.097 (meters)                     COMP
 AB2431  Y           -  -4,902,505.066 (meters)                     COMP
 AB2431  Z           -   4,009,141.413 (meters)                     COMP
 AB2431  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AB2431  ELLIP HEIGHT-         245.51  (meters)          (10/07/05) GPS OBS
 AB2431  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AB2431
 AB2431  HORZ ORDER  -  FIRST
 AB2431  ELLP ORDER  -  FOURTH    CLASS I
 AB2431
 AB2431.The horizontal coordinates were established by GPS observations
 AB2431.and adjusted by the National Geodetic Survey in April 1998..
 AB2431
 AB2431.The orthometric height was determined by GPS observations and a
 AB2431.high-resolution geoid model.
 AB2431
 AB2431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2431
 AB2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2431
 AB2431.The ellipsoidal height was determined by GPS observations
 AB2431.and is referenced to NAD 83.
 AB2431
 AB2431.The geoid height was determined by GEOID03.
 AB2431
 AB2431;                    North         East     Units Scale Factor Converg.
 AB2431;SPC OH S     -   132,584.044   638,105.746   MT  0.99994143   +0 16 47.6
 AB2431;UTM  17      - 4,338,780.706   408,558.665   MT  0.99970295   -0 40 09.1
 AB2431
 AB2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2431!SPC OH S     -   0.99996148  x   0.99994143  =   0.99990291
 AB2431!UTM  17      -   0.99996148  x   0.99970295  =   0.99966444
 AB2431
 AB2431                          SUPERSEDED SURVEY CONTROL
 AB2431
 AB2431  ELLIP H (04/01/98)  245.53   (m)                       GP(       ) 4 1
 AB2431  NAD 83(1986)-  39 11 36.50158(N)    082 03 31.98253(W) AD(       ) 1
 AB2431
 AB2431.Superseded values are not recommended for survey control.
 AB2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2431.See file dsdata.txt to determine how the superseded data were derived.
 AB2431
 AB2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0855938781(NAD 83)
 AB2431_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2431_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2431_STAMPING: 2 1995
 AB2431_MARK LOGO: ATHCE 
 AB2431_PROJECTION: FLUSH
 AB2431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2431+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2431_ROD/PIPE-DEPTH: 1    meters
 AB2431
 AB2431  HISTORY     - Date     Condition        Report By
 AB2431  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2431
 AB2431                          STATION DESCRIPTION
 AB2431
 AB2431'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2431'IN ATHENS COUNTY, OHIO, LODI TOWNSHIP, THE STATION IS LOCATED IN THE
 AB2431'W.  R/W OF T-69A ABOUT 0.1 MI.N.  OF THE COUNTY LINE, APPROXIMATELY
 AB2431'0.4 MI.SOUTH OF C.R.  89.  216 FT.S.W.  OF A TELEPHONE POLE IN E. R/W,
 AB2431'AND 8 FT.N.  OF AN UNDERGROUND TELEPHONE CABLE MARKER.  STATION IS
 AB2431'FLUSH WITH THE GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE
 AB2431'ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6878 ***********************************************************************
 AC6878  DESIGNATION -  2
 AC6878  PID         -  AC6878
 AC6878  STATE/COUNTY-  OH/BELMONT
 AC6878  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6878
 AC6878                         *CURRENT SURVEY CONTROL
 AC6878  ___________________________________________________________________
 AC6878* NAD 83(1995)-  40 05 35.38202(N)    080 53 44.43525(W)     ADJUSTED  
 AC6878* NAVD 88     -       363.3    (meters)    1192.     (feet)  GPS OBS   
 AC6878  ___________________________________________________________________
 AC6878  X           -     773,172.486 (meters)                     COMP
 AC6878  Y           -  -4,824,745.779 (meters)                     COMP
 AC6878  Z           -   4,086,116.537 (meters)                     COMP
 AC6878  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AC6878  ELLIP HEIGHT-         329.51  (meters)          (10/07/05) GPS OBS
 AC6878  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AC6878
 AC6878  HORZ ORDER  -  FIRST
 AC6878  ELLP ORDER  -  FOURTH    CLASS II
 AC6878
 AC6878.The horizontal coordinates were established by GPS observations
 AC6878.and adjusted by the National Geodetic Survey in October 2005..
 AC6878
 AC6878.The orthometric height was determined by GPS observations and a
 AC6878.high-resolution geoid model.
 AC6878
 AC6878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6878
 AC6878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6878
 AC6878.The ellipsoidal height was determined by GPS observations
 AC6878.and is referenced to NAD 83.
 AC6878
 AC6878.The geoid height was determined by GEOID03.
 AC6878
 AC6878;                    North         East     Units Scale Factor Converg.
 AC6878;SPC OH S     -   233,592.558   736,807.510   MT  1.00001239   +1 01 04.7
 AC6878;UTM  17      - 4,438,102.551   508,892.913   MT  0.99960097   +0 04 01.9
 AC6878
 AC6878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6878!SPC OH S     -   0.99994831  x   1.00001239  =   0.99996070
 AC6878!UTM  17      -   0.99994831  x   0.99960097  =   0.99954930
 AC6878
 AC6878                          SUPERSEDED SURVEY CONTROL
 AC6878
 AC6878  NAD 83(1995)-  40 05 35.37413(N)    080 53 44.43628(W) AD(       ) 1
 AC6878  NAD 83(1986)-  40 05 35.38651(N)    080 53 44.44277(W) AD(       ) 1
 AC6878
 AC6878.Superseded values are not recommended for survey control.
 AC6878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6878.See file dsdata.txt to determine how the superseded data were derived.
 AC6878
 AC6878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0889338103(NAD 83)
 AC6878_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6878_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6878_STAMPING: 2 1996
 AC6878_MARK LOGO: OH7200
 AC6878_PROJECTION: FLUSH
 AC6878_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6878+STABILITY: SURFACE MOTION
 AC6878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6878+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6878_ROD/PIPE-DEPTH: 1    meters
 AC6878
 AC6878  HISTORY     - Date     Condition        Report By
 AC6878  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6878
 AC6878                          STATION DESCRIPTION
 AC6878
 AC6878'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6878'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6878'STATION IS SET IN THE SOUTH R/W OF KATERINE DR.  NORTH OF ST.
 AC6878'CLAIRSVILLE ALONG THE N.  SUGAR ST.  TURN RIGHT ON KATERINE DR.  FOR
 AC6878'ABOUT 0.3 MI.  (0.5 KM) INTO THE CURVE.  SET ABOUT 32 FT.  (9.8 M)
 AC6878'SOUTH OF A PK SET IN THE ROAD CENTERLINE, ABOUT 26 FT.  (7.9 M) EAST
 AC6878'OF A PIPE LINE WITNESS POST AND ABOUT 48 FT.  (14.6 M) WEST OF A PK
 AC6878'SET INTO THE GROUND BY THE SIDE OF THE ROAD.  THE STATION IS FLUSH
 AC6878'WITH THE GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE CITY OF
 AC6878'ST.  CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6741 ***********************************************************************
 AI6741  DESIGNATION -  2
 AI6741  PID         -  AI6741
 AI6741  STATE/COUNTY-  OH/CLINTON
 AI6741  USGS QUAD   -  PORT WILLIAM (1981)
 AI6741
 AI6741                         *CURRENT SURVEY CONTROL
 AI6741  ___________________________________________________________________
 AI6741* NAD 83(1995)-  39 33 40.86149(N)    083 50 52.06148(W)     ADJUSTED  
 AI6741* NAVD 88     -       307.2    (meters)    1008.     (feet)  GPS OBS   
 AI6741  ___________________________________________________________________
 AI6741  X           -     527,713.955 (meters)                     COMP
 AI6741  Y           -  -4,895,722.678 (meters)                     COMP
 AI6741  Z           -   4,040,731.779 (meters)                     COMP
 AI6741  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AI6741  ELLIP HEIGHT-         274.27  (meters)          (10/07/05) GPS OBS
 AI6741  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AI6741
 AI6741  HORZ ORDER  -  FIRST
 AI6741  ELLP ORDER  -  THIRD     CLASS II
 AI6741
 AI6741.The horizontal coordinates were established by GPS observations
 AI6741.and adjusted by the National Geodetic Survey in August 2000..
 AI6741
 AI6741.The orthometric height was determined by GPS observations and a
 AI6741.high-resolution geoid model.
 AI6741
 AI6741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6741
 AI6741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6741
 AI6741.The ellipsoidal height was determined by GPS observations
 AI6741.and is referenced to NAD 83.
 AI6741
 AI6741.The geoid height was determined by GEOID03.
 AI6741
 AI6741;                    North         East     Units Scale Factor Converg.
 AI6741;SPC OH S     -   174,195.654   484,184.714   MT  0.99994066   -0 51 18.7
 AI6741;UTM  17      - 4,382,947.437   255,345.590   MT  1.00033700   -1 48 52.8
 AI6741
 AI6741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6741!SPC OH S     -   0.99995697  x   0.99994066  =   0.99989764
 AI6741!UTM  17      -   0.99995697  x   1.00033700  =   1.00029396
 AI6741
 AI6741|---------------------------------------------------------------------|
 AI6741| PID    Reference Object                     Distance      Geod. Az  |
 AI6741|                                                           dddmmss.s |
 AI6741| AI6771 2A                                  308.754 METERS 18613     |
 AI6741|---------------------------------------------------------------------|
 AI6741
 AI6741                          SUPERSEDED SURVEY CONTROL
 AI6741
 AI6741  ELLIP H (08/02/00)  274.32   (m)                       GP(       ) 3 2
 AI6741
 AI6741.Superseded values are not recommended for survey control.
 AI6741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6741.See file dsdata.txt to determine how the superseded data were derived.
 AI6741
 AI6741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5534682947(NAD 83)
 AI6741_MARKER: DD = SURVEY DISK
 AI6741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6741_STAMPING: GPS 2 2000
 AI6741_MARK LOGO: OH-027
 AI6741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6741+STABILITY: SURFACE MOTION
 AI6741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6741+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6741
 AI6741  HISTORY     - Date     Condition        Report By
 AI6741  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6741
 AI6741                          STATION DESCRIPTION
 AI6741
 AI6741'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GTF)
 AI6741'THE STATION IS LOCATED APPROXIMATELY 8.0 MI (12.9 KM) NORTH OF
 AI6741'WILMINGTON, APPROXIMATELY 8.0 MILES (12.9 KM) SOUTHEAST OF XENIA,
 AI6741'APPROXIMATELY 3.2 MILES (5.1 KM) WEST OF PORT WILLIAM, ON THE EAST
 AI6741'SIDE OF US ROUTE 68 AT THE CLINTON/GREENE COUNTY BOUNDRY.
 AI6741'TO REACH THE STATION FROM CITY HALL IN WILMINGTON, PROCEED EAST ALONG
 AI6741'WEST LOCUST STREET FOR ONE BLOCK.  TURN LEFT AND PROCEED NORTH THEN
 AI6741'NORTHWESTERLY ALONG US ROUTE 68 FOR APPROXIMATELY 8.0 MILES (12.9 KM)
 AI6741'TO THE STATION ON THE RIGHT AT THE COUNTY LINE.  TO REACH THE STATION
 AI6741'FROM THE COURT HOUSE IN XENIA, PROCEED SOUTH THEN SOUTHEASTERLY ALONG
 AI6741'US ROUTE 68 APPROXIMATELY 8.0 MILES (12.9 KM) TO THE STATION ON THE
 AI6741'LEFT AT THE COUNTY LINE.
 AI6741'THE STATION IS LOCATED APPROXIMATELY 43.0 FT (13.1 M) SOUTHWEST OF A
 AI6741'TELEPHONE PEDESTAL, 37.5 FT (11.4 M) EAST OF THE CENTERLINE OF US
 AI6741'ROUTE 68, AND 17.7 FT (5.4 M) SOUTHEAST OF THE COUNTY LINE SIGN.  A
 AI6741'STANDARD CLINTON COUNTY GPS DISK SET IN A ROUND CONCRETE MONUMENT AND
 AI6741'STAMPED--GPS 2 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3195 ***********************************************************************
 MB3195  DESIGNATION -  2 C
 MB3195  PID         -  MB3195
 MB3195  STATE/COUNTY-  OH/CUYAHOGA
 MB3195  USGS QUAD   -  BEREA (1984)
 MB3195
 MB3195                         *CURRENT SURVEY CONTROL
 MB3195  ___________________________________________________________________
 MB3195* NAD 83(1995)-  41 16 32.09293(N)    081 50 09.34957(W)     ADJUSTED  
 MB3195* NAVD 88     -       356.1    (meters)    1168.     (feet)  GPS OBS   
 MB3195  ___________________________________________________________________
 MB3195  X           -     681,738.671 (meters)                     COMP
 MB3195  Y           -  -4,752,046.121 (meters)                     COMP
 MB3195  Z           -   4,185,685.332 (meters)                     COMP
 MB3195  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 MB3195  ELLIP HEIGHT-         322.17  (meters)          (10/07/05) GPS OBS
 MB3195  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB3195
 MB3195  HORZ ORDER  -  FIRST
 MB3195  ELLP ORDER  -  FOURTH    CLASS I
 MB3195
 MB3195.The horizontal coordinates were established by GPS observations
 MB3195.and adjusted by the National Geodetic Survey in April 1998..
 MB3195
 MB3195.The orthometric height was determined by GPS observations and a
 MB3195.high-resolution geoid model.
 MB3195
 MB3195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3195
 MB3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3195
 MB3195.The ellipsoidal height was determined by GPS observations
 MB3195.and is referenced to NAD 83.
 MB3195
 MB3195.The geoid height was determined by GEOID03.
 MB3195
 MB3195;                    North         East     Units Scale Factor Converg.
 MB3195;SPC OH N     -   178,876.208   655,634.697   MT  0.99994570   +0 26 10.5
 MB3195;UTM  17      - 4,569,686.862   429,990.279   MT  0.99966032   -0 33 05.3
 MB3195
 MB3195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3195!SPC OH N     -   0.99994947  x   0.99994570  =   0.99989517
 MB3195!UTM  17      -   0.99994947  x   0.99966032  =   0.99960981
 MB3195
 MB3195                          SUPERSEDED SURVEY CONTROL
 MB3195
 MB3195  ELLIP H (04/01/98)  322.20   (m)                       GP(       ) 4 1
 MB3195  NAD 83(1995)-  41 16 32.10109(N)    081 50 09.35101(W) AD(       ) 1
 MB3195  NAD 83(1986)-  41 16 32.10235(N)    081 50 09.35120(W) AD(       ) 1
 MB3195  NGVD 29 (11/06/91)  356.2    (m)         1169.     (f) GPS OBS        
 MB3195
 MB3195.Superseded values are not recommended for survey control.
 MB3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3195.See file dsdata.txt to determine how the superseded data were derived.
 MB3195
 MB3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2999069687(NAD 83)
 MB3195_MARKER: I = METAL ROD
 MB3195_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3195_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3195_MARK LOGO: NONE  
 MB3195_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB3195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3195+SATELLITE: SATELLITE OBSERVATIONS - 2000
 MB3195
 MB3195  HISTORY     - Date     Condition        Report By
 MB3195  HISTORY     - UNK      MONUMENTED
 MB3195  HISTORY     - 19900326 GOOD             AEROS
 MB3195  HISTORY     - 2000     GOOD             OH-103
 MB3195
 MB3195                          STATION DESCRIPTION
 MB3195
 MB3195'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3195'STATION IS LOCATED IN THE COMMUNITY OF STRONGVILLE, AT THE
 MB3195'INTERSECTION OF U.S. HIGHWAY 42-PEARL ROAD- AND BOSTON ROAD, ON THE
 MB3195'CUYAHOGA/MEDINA COUNTY LINE.
 MB3195'TO REACH FROM THE INTERSECTION OF PEARL ROAD AND STATE ROAD
 MB3195'82-ROYALTON ROAD IN STRONGVILLE, GO SOUTH FOR 4.44 KM (2.75 MI) ON
 MB3195'PEARL ROAD TO ITS INTERSECTION WITH BOSTON ROAD AND THE STATION.
 MB3195'STATION IS A 0.5 CM DIAMETER IRON ROD RECESSED 31 CM BELOW THE ROAD
 MB3195'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED ON THE COUNTY
 MB3195'LINE, AT THE CENTERLINE-CENTERLINE OF THE INTERSECTION, 9.17 M
 MB3195'(30.1 FT) OF A R.R. SPIKE IN POLE.5OCG1C-5, 14.75 M (48.4 FT)
 MB3195'NORTHEAST OF A SIGNAL LIGHT POLE, 10.73 M (35.2 FT) NORTHWEST OF A
 MB3195'SIGNAL LIGHT POLE.
 MB3195
 MB3195                          STATION RECOVERY (2000)
 MB3195
 MB3195'RECOVERY NOTE BY MEDINA COUNTY OHIO 2000
 MB3195'RECOVERY NOTE BY MEDINA COUNTY SANITARY ENGINEER 2000
 MB3195'FOUND IN GOOD CONDITION.
 MB3195' 
 MB3195'STATION IS 48.4 FT NORTHEAST OF A TRAFFIC SIGNAL POLE, AND 35.2 FT
 MB3195'NORTHWEST OF A TRAFFIC SIGNAL POLE.
 MB3195'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1310 ***********************************************************************
 MB1310  DESIGNATION -  2 CWL
 MB1310  PID         -  MB1310
 MB1310  STATE/COUNTY-  OH/MEDINA
 MB1310  USGS QUAD   -  WESTFIELD CENTER (1994)
 MB1310
 MB1310                         *CURRENT SURVEY CONTROL
 MB1310  ___________________________________________________________________
 MB1310* NAD 83(1986)-  41 00 45.     (N)    081 56 24.     (W)     SCALED    
 MB1310* NAVD 88     -       309.150  (meters)    1014.27   (feet)  ADJUSTED  
 MB1310  ___________________________________________________________________
 MB1310  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MB1310  DYNAMIC HT  -         309.013 (meters)    1013.82  (feet)  COMP
 MB1310  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 MB1310
 MB1310  VERT ORDER  -  FIRST     CLASS II
 MB1310
 MB1310.The horizontal coordinates were scaled from a topographic map and have
 MB1310.an estimated accuracy of +/- 6 seconds.
 MB1310
 MB1310.The orthometric height was determined by differential leveling
 MB1310.and adjusted by the National Geodetic Survey in June 1991..
 MB1310
 MB1310.The geoid height was determined by GEOID03.
 MB1310
 MB1310.The dynamic height is computed by dividing the NAVD 88
 MB1310.geopotential number by the normal gravity value computed on the
 MB1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1310.degrees latitude (g = 980.6199 gals.).
 MB1310
 MB1310.The modeled gravity was interpolated from observed gravity values.
 MB1310
 MB1310;                    North         East    Units  Estimated Accuracy
 MB1310;SPC OH N     -   149,600.      647,100.      MT  (+/- 180 meters Scaled)
 MB1310
 MB1310                          SUPERSEDED SURVEY CONTROL
 MB1310
 MB1310  NGVD 29 (??/??/92)  309.357  (m)         1014.95   (f) ADJ UNCH    1 2
 MB1310
 MB1310.Superseded values are not recommended for survey control.
 MB1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1310.See file dsdata.txt to determine how the superseded data were derived.
 MB1310
 MB1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF209405(NAD 83)
 MB1310_MARKER: DB = BENCH MARK DISK
 MB1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1310_STAMPING: CWL 2 1952 TT 1015
 MB1310_MARK LOGO: USGS  
 MB1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1310+STABILITY: SURFACE MOTION
 MB1310
 MB1310  HISTORY     - Date     Condition        Report By
 MB1310  HISTORY     - 1952     MONUMENTED       USGS
 MB1310  HISTORY     - 1954     GOOD             CGS
 MB1310  HISTORY     - 1967     MARK NOT FOUND   CGS
 MB1310  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MB1310
 MB1310                          STATION DESCRIPTION
 MB1310
 MB1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MB1310'4.2 MI SE FROM LODI.
 MB1310'ABOUT 2.45 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB1310'FROM ITS OVERPASS OVER THE NEW YORK, CHICAGO AND ST. LOUIS
 MB1310'RAILROAD AT LODI, THENCE ABOUT 1.75 MILES EAST ALONG COUNTY ROAD
 MB1310'46, ABOUT 0.9 MILE WEST OF WESTFIELD AIRPORT, 23 FEET SOUTH OF
 MB1310'CENTER LINE OF COUNTY ROAD 46, 317 FEET EAST OF CENTER OF
 MB1310'INTERSECTION OF COUNTY ROAD 15, 3 1/2 FEET WEST OF THE THIRD
 MB1310'TELEPHONE POLE EAST OF INTERSECTION, 1 1/2 FEET EAST OF A WHITE
 MB1310'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN
 MB1310'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY
 MB1310'BE REACHED FROM CRESTON, WAYNE COUNTY, BY GOING ABOUT 2.9 MILES
 MB1310'NORTHWEST ALONG THE B. AND O. RR FROM THE CROSSING OF MAIN
 MB1310'STREET, THENCE ABOUT 0.75 MILE NORTH ALONG COUNTY ROAD NO. 15 TO
 MB1310'INTERSECTION OF COUNTY ROAD 46.
 MB1310
 MB1310                          STATION RECOVERY (1967)
 MB1310
 MB1310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MB1310'MARK NOT FOUND.
 MB1310
 MB1310                          STATION RECOVERY (1987)
 MB1310
 MB1310'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 MB1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3196 ***********************************************************************
 MB3196  DESIGNATION -  2 S OM 440
 MB3196  PID         -  MB3196
 MB3196  STATE/COUNTY-  OH/CUYAHOGA
 MB3196  USGS QUAD   -  BEREA (1984)
 MB3196
 MB3196                         *CURRENT SURVEY CONTROL
 MB3196  ___________________________________________________________________
 MB3196* NAD 83(1995)-  41 18 47.34673(N)    081 47 57.67243(W)     ADJUSTED  
 MB3196* NAVD 88     -       248.6    (meters)     816.     (feet)  VERTCON   
 MB3196  ___________________________________________________________________
 MB3196  X           -     684,367.873 (meters)                     COMP
 MB3196  Y           -  -4,748,804.432 (meters)                     COMP
 MB3196  Z           -   4,188,749.478 (meters)                     COMP
 MB3196  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 MB3196  ELLIP HEIGHT-         214.65  (meters)          (10/07/05) GPS OBS
 MB3196  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MB3196
 MB3196  HORZ ORDER  -  FIRST
 MB3196  ELLP ORDER  -  FOURTH    CLASS I
 MB3196
 MB3196.The horizontal coordinates were established by GPS observations
 MB3196.and adjusted by the National Geodetic Survey in April 1998..
 MB3196
 MB3196.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3196
 MB3196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3196
 MB3196.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3196
 MB3196.The ellipsoidal height was determined by GPS observations
 MB3196.and is referenced to NAD 83.
 MB3196
 MB3196.The geoid height was determined by GEOID03.
 MB3196
 MB3196;                    North         East     Units Scale Factor Converg.
 MB3196;SPC OH N     -   183,072.392   658,665.476   MT  0.99994829   +0 27 37.0
 MB3196;UTM  17      - 4,573,828.970   433,092.056   MT  0.99965509   -0 31 39.8
 MB3196
 MB3196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3196!SPC OH N     -   0.99996633  x   0.99994829  =   0.99991462
 MB3196!UTM  17      -   0.99996633  x   0.99965509  =   0.99962143
 MB3196
 MB3196                          SUPERSEDED SURVEY CONTROL
 MB3196
 MB3196  ELLIP H (04/01/98)  214.69   (m)                       GP(       ) 4 1
 MB3196  NAD 83(1995)-  41 18 47.35307(N)    081 47 57.67301(W) AD(       ) 1
 MB3196  NAD 83(1986)-  41 18 47.35668(N)    081 47 57.67428(W) AD(       ) 1
 MB3196  NGVD 29 (11/06/91)  248.8    (m)          816.     (f) GPS OBS        
 MB3196
 MB3196.Superseded values are not recommended for survey control.
 MB3196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3196.See file dsdata.txt to determine how the superseded data were derived.
 MB3196
 MB3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3309273829(NAD 83)
 MB3196_MARKER: DD = SURVEY DISK
 MB3196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3196_SP_SET: CONCRETE POST
 MB3196_STAMPING: OM 440
 MB3196_MARK LOGO: CRGS  
 MB3196_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3196+STABILITY: SURFACE MOTION
 MB3196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3196+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1990
 MB3196
 MB3196  HISTORY     - Date     Condition        Report By
 MB3196  HISTORY     - UNK      MONUMENTED
 MB3196  HISTORY     - 19900329 GOOD             AEROS
 MB3196
 MB3196                          STATION DESCRIPTION
 MB3196
 MB3196'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3196'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF STRONGVILLE, 1.2 KM
 MB3196'(0.75 MI) EAST OF INTERSTATE 71, AT THE INTERSECTION OF MILL HOLLOW
 MB3196'LANE AND NORTH ROYALTON ROAD.
 MB3196'TO REACH FROM THE JUNCTION OF INTERSTATE 71 AND ROYALTON ROAD, GO EAST
 MB3196'FOR 0.96 KM (0.60 MI) ON ROYALTON ROAD TO ITS INTERSECTION WITH MILL
 MB3196'HOLLOW LANE AND THE STATION.
 MB3196'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13 CM DIAMETER CONCRETE
 MB3196'MONUMENT RECESSED IN A ROUND IRON MONUMENT BOX. LOCATED IN THE SOUTH
 MB3196'R.O.W. OF ROYALTON ROAD, 6.4 M (21.0 FT) WEST OF A PIPELINE MARKER,
 MB3196'16.09 M (52.8 FT) EAST OF POWER POLE.329484, 11.58 M (38.0 FT) SOUTH
 MB3196'OF THE CENTERLINE OF ROYALTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2449 ***********************************************************************
 AB2449  DESIGNATION -  20
 AB2449  PID         -  AB2449
 AB2449  STATE/COUNTY-  OH/ATHENS
 AB2449  USGS QUAD   -  UNION FURNACE (1995)
 AB2449
 AB2449                         *CURRENT SURVEY CONTROL
 AB2449  ___________________________________________________________________
 AB2449* NAD 83(1995)-  39 22 39.72488(N)    082 17 19.56778(W)     ADJUSTED  
 AB2449* NAVD 88     -       243.8    (meters)     800.     (feet)  GPS OBS   
 AB2449  ___________________________________________________________________
 AB2449  X           -     662,447.940 (meters)                     COMP
 AB2449  Y           -  -4,892,347.845 (meters)                     COMP
 AB2449  Z           -   4,024,950.159 (meters)                     COMP
 AB2449  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AB2449  ELLIP HEIGHT-         209.67  (meters)          (10/07/05) GPS OBS
 AB2449  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AB2449
 AB2449  HORZ ORDER  -  FIRST
 AB2449  ELLP ORDER  -  FOURTH    CLASS I
 AB2449
 AB2449.The horizontal coordinates were established by GPS observations
 AB2449.and adjusted by the National Geodetic Survey in April 1998..
 AB2449
 AB2449.The orthometric height was determined by GPS observations and a
 AB2449.high-resolution geoid model.
 AB2449
 AB2449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2449
 AB2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2449
 AB2449.The ellipsoidal height was determined by GPS observations
 AB2449.and is referenced to NAD 83.
 AB2449
 AB2449.The geoid height was determined by GEOID03.
 AB2449
 AB2449;                    North         East     Units Scale Factor Converg.
 AB2449;SPC OH S     -   152,964.329   618,199.332   MT  0.99993591   +0 08 02.5
 AB2449;UTM  17      - 4,359,483.971   388,997.142   MT  0.99975171   -0 49 03.8
 AB2449
 AB2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2449!SPC OH S     -   0.99996711  x   0.99993591  =   0.99990302
 AB2449!UTM  17      -   0.99996711  x   0.99975171  =   0.99971882
 AB2449
 AB2449                          SUPERSEDED SURVEY CONTROL
 AB2449
 AB2449  ELLIP H (04/01/98)  209.68   (m)                       GP(       ) 4 1
 AB2449  NAD 83(1986)-  39 22 39.72471(N)    082 17 19.56944(W) AD(       ) 1
 AB2449
 AB2449.Superseded values are not recommended for survey control.
 AB2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2449.See file dsdata.txt to determine how the superseded data were derived.
 AB2449
 AB2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD8899759484(NAD 83)
 AB2449_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2449_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2449_STAMPING: 20 1995
 AB2449_MARK LOGO: ATHCE 
 AB2449_PROJECTION: FLUSH
 AB2449_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2449+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 AB2449_ROD/PIPE-DEPTH: 1    meters
 AB2449
 AB2449  HISTORY     - Date     Condition        Report By
 AB2449  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2449  HISTORY     - 20041111 GOOD             LOCSUR
 AB2449
 AB2449                          STATION DESCRIPTION
 AB2449
 AB2449'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2449'IN ATHENS COUNTY, OHIO, WATERLOO TOWNSHIP, STATION IS LOCATED IN
 AB2449'SOUTHWEST R/W OF S.R.  56 ABOUT 0.1 MI.SOUTHEAST OF COUNTY LINE.  SET
 AB2449'IN A SMALL CLEARING APPROXIMATELY 9 FT.SOUTHWEST OF A PK SET IN THE
 AB2449'SOUTHWEST EOP, 21 FT.SOUTHEAST OF A REBAR WITH PLASTIC CAP SET IN
 AB2449'SOUTHWEST R/W, AND 31 FT.NORTHWEST OF A REBAR WITH PLASTIC CAP SET IN
 AB2449'SOUTHWEST R/W.  STATION IS FLUSH WITH THE GROUND.  A STATION SKETCH IS
 AB2449'AVAILABLE THROUGH THE ATHENS CO.  ENG.  OFFICE.
 AB2449
 AB2449                          STATION RECOVERY (2004)
 AB2449
 AB2449'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (DN)
 AB2449'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6759 ***********************************************************************
 AI6759  DESIGNATION -  20
 AI6759  PID         -  AI6759
 AI6759  STATE/COUNTY-  OH/CLINTON
 AI6759  USGS QUAD   -  WILMINGTON (1979)
 AI6759
 AI6759                         *CURRENT SURVEY CONTROL
 AI6759  ___________________________________________________________________
 AI6759* NAD 83(1995)-  39 26 30.80739(N)    083 48 31.13977(W)     ADJUSTED  
 AI6759* NAVD 88     -       317.5    (meters)    1042.     (feet)  GPS OBS   
 AI6759  ___________________________________________________________________
 AI6759  X           -     531,969.420 (meters)                     COMP
 AI6759  Y           -  -4,903,756.795 (meters)                     COMP
 AI6759  Z           -   4,030,504.188 (meters)                     COMP
 AI6759  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 AI6759  ELLIP HEIGHT-         284.76  (meters)          (10/07/05) GPS OBS
 AI6759  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 AI6759
 AI6759  HORZ ORDER  -  FIRST
 AI6759  ELLP ORDER  -  THIRD     CLASS II
 AI6759
 AI6759.The horizontal coordinates were established by GPS observations
 AI6759.and adjusted by the National Geodetic Survey in August 2000..
 AI6759
 AI6759.The orthometric height was determined by GPS observations and a
 AI6759.high-resolution geoid model.
 AI6759
 AI6759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6759
 AI6759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6759
 AI6759.The ellipsoidal height was determined by GPS observations
 AI6759.and is referenced to NAD 83.
 AI6759
 AI6759.The geoid height was determined by GEOID03.
 AI6759
 AI6759;                    North         East     Units Scale Factor Converg.
 AI6759;SPC OH S     -   160,885.393   487,355.980   MT  0.99993641   -0 49 49.3
 AI6759;UTM  17      - 4,369,580.847   258,295.224   MT  1.00031936   -1 47 06.7
 AI6759
 AI6759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6759!SPC OH S     -   0.99995533  x   0.99993641  =   0.99989174
 AI6759!UTM  17      -   0.99995533  x   1.00031936  =   1.00027467
 AI6759
 AI6759|---------------------------------------------------------------------|
 AI6759| PID    Reference Object                     Distance      Geod. Az  |
 AI6759|                                                           dddmmss.s |
 AI6759| AI6789 20A                                 164.373 METERS 07143     |
 AI6759|---------------------------------------------------------------------|
 AI6759
 AI6759                          SUPERSEDED SURVEY CONTROL
 AI6759
 AI6759  ELLIP H (08/02/00)  284.81   (m)                       GP(       ) 3 2
 AI6759
 AI6759.Superseded values are not recommended for survey control.
 AI6759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6759.See file dsdata.txt to determine how the superseded data were derived.
 AI6759
 AI6759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5829569581(NAD 83)
 AI6759_MARKER: DD = SURVEY DISK
 AI6759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6759_STAMPING: GPS 20 2000
 AI6759_MARK LOGO: OH-027
 AI6759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6759+STABILITY: SURFACE MOTION
 AI6759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6759+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6759
 AI6759  HISTORY     - Date     Condition        Report By
 AI6759  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6759
 AI6759                          STATION DESCRIPTION
 AI6759
 AI6759'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6759'THE STATION IS APPROXIMATELY 9.5 MI (15.3 KM) NORTHEAST OF
 AI6759'CLARKSVILLE, 9.5 MI (15.3 KM) SOUTHWEST OF SABINA, 7.6 MI (12.2 KM)
 AI6759'SOUTH OF PORT WILLIAM, AND IS INSIDE THE CITY OF WILMINGTON ON THE
 AI6759'SOUTH SIDE OF FIFE ROAD WEST OF THE FLAG POLE TO THE CLINTON COUNTY
 AI6759'ENGINEERS BUILDING.
 AI6759'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 68 AND MAIN
 AI6759'STREET (US ROUTE 22/STATE ROUTE 3) IN WILMINGTON, PROCEED EAST ALONG
 AI6759'MAIN STREET APPROXIMATELY 0.9 MI (1.4 KM) PASS WILMINGTON COLLEGE TO A
 AI6759'CURVE ON THE LEFT.  CONTINUE GOING EAST ONTO FIFE ROAD FOR
 AI6759'APPROXIMATELY 0.3 MILES (0.5 KM) TO THE ENTRANCE TO THE CLINTON COUNTY
 AI6759'ENGINEERS OFFICE AND THE STATION ON THE RIGHT.
 AI6759'THE STATION IS APPROXIMATELY 54.7 FT (16.7 M) EAST OF A POWER POLE,
 AI6759'39.0 FT (11.9 M) NORTH OF THE SERVICE DRIVEWAY EDGE OF PAVEMENT, 19.1
 AI6759'FT (5.8 M) NORTHWEST OF THE FLAG POLE, AND 11.3 FT (3.4 M) SOUTH OF
 AI6759'THE PARKING LOT EDGE OF PAVEMENT.  THE STATION IS A STANDARD CLINTON
 AI6759'COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS
 AI6759'20 2000-RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3197 ***********************************************************************
 MB3197  DESIGNATION -  20 1 1 R
 MB3197  PID         -  MB3197
 MB3197  STATE/COUNTY-  OH/CUYAHOGA
 MB3197  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3197
 MB3197                         *CURRENT SURVEY CONTROL
 MB3197  ___________________________________________________________________
 MB3197* NAD 83(1995)-  41 27 46.92859(N)    081 42 01.12111(W)     ADJUSTED  
 MB3197* NAVD 88     -       208.7    (meters)     685.     (feet)  VERTCON   
 MB3197  ___________________________________________________________________
 MB3197  X           -     690,982.580 (meters)                     COMP
 MB3197  Y           -  -4,736,693.648 (meters)                     COMP
 MB3197  Z           -   4,201,212.175 (meters)                     COMP
 MB3197  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 MB3197  ELLIP HEIGHT-         174.49  (meters)          (10/07/05) GPS OBS
 MB3197  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 MB3197
 MB3197  HORZ ORDER  -  SECOND
 MB3197  ELLP ORDER  -  FOURTH    CLASS I
 MB3197
 MB3197.The horizontal coordinates were established by GPS observations
 MB3197.and adjusted by the National Geodetic Survey in April 1998..
 MB3197
 MB3197.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3197
 MB3197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3197
 MB3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3197
 MB3197.The ellipsoidal height was determined by GPS observations
 MB3197.and is referenced to NAD 83.
 MB3197
 MB3197.The geoid height was determined by GEOID03.
 MB3197
 MB3197;                    North         East     Units Scale Factor Converg.
 MB3197;SPC OH N     -   199,788.586   666,805.472   MT  0.99996290   +0 31 31.3
 MB3197;UTM  17      - 4,590,397.155   441,516.662   MT  0.99964209   -0 27 49.4
 MB3197
 MB3197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3197!SPC OH N     -   0.99997263  x   0.99996290  =   0.99993553
 MB3197!UTM  17      -   0.99997263  x   0.99964209  =   0.99961473
 MB3197
 MB3197:                Primary Azimuth Mark                     Grid Az
 MB3197:SPC OH N     -  20 1 9 OM 1402                           049 47 18.1
 MB3197:UTM  17      -  20 1 9 OM 1402                           050 46 38.8
 MB3197
 MB3197|---------------------------------------------------------------------|
 MB3197| PID    Reference Object                     Distance      Geod. Az  |
 MB3197|                                                           dddmmss.s |
 MB3197| MB3204 20 1 9 OM 1402                      APPROX. 1.2 KM 0501849.4 |
 MB3197|---------------------------------------------------------------------|
 MB3197
 MB3197                          SUPERSEDED SURVEY CONTROL
 MB3197
 MB3197  ELLIP H (04/01/98)  174.48   (m)                       GP(       ) 4 1
 MB3197  NAD 83(1995)-  41 27 46.93143(N)    081 42 01.12137(W) AD(       ) 2
 MB3197  NAD 83(1986)-  41 27 46.93804(N)    081 42 01.12363(W) AD(       ) 2
 MB3197  NGVD 29 (11/06/91)  208.9    (m)          685.     (f) GPS OBS        
 MB3197
 MB3197.Superseded values are not recommended for survey control.
 MB3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3197.See file dsdata.txt to determine how the superseded data were derived.
 MB3197
 MB3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4151790397(NAD 83)
 MB3197_MARKER: I = METAL ROD
 MB3197_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3197_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3197_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3197+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1990
 MB3197
 MB3197  HISTORY     - Date     Condition        Report By
 MB3197  HISTORY     - UNK      MONUMENTED
 MB3197  HISTORY     - 19900406 GOOD             AEROS
 MB3197
 MB3197                          STATION DESCRIPTION
 MB3197
 MB3197'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3197'STATION IS LOCATED 0.48 KM (0.30 MI) SOUTHEAST OF METROPOLITAN
 MB3197'HOSPITAL, 60 M (196.8 FT) SOUTH OF SACKETT AVE., AT NEW HOSPITAL
 MB3197'DRIVE.
 MB3197'TO REACH FROM THE JUNCTION OF INTERSTATE 71 AND WEST 25TH STREET, GO
 MB3197'NORTH FOR .56 KM (0.35 MI) ON WEST 25TH STREET TO NEW HOSPITAL DRIVE
 MB3197'AND THE STATION.
 MB3197'STATION IS A 2.5 CM DIAMETER IRON ROD RECESSED 7.5 CM BELOW THE ROAD
 MB3197'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED ON THE
 MB3197'CENTERLINE OF NEW HOSPITAL DRIVE, 60.96 M (200.0 FT) SOUTH OF SACKETT
 MB3197'AVE., 0.60 M (2.0 FT) WEST OF THE BACK OF CURB OF THE MEDIAN ISLAND,
 MB3197'15.54 M (51.0 FT) NORTH OF THE PEDESTRIAN CROSS WALK SIGNAL POLE,
 MB3197'10.05 M (33.0 FT) EAST OF THE CENTERLINE OF WEST 25TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1792 ***********************************************************************
 MB1792  DESIGNATION -  20 1 10 OM 914
 MB1792  PID         -  MB1792
 MB1792  STATE/COUNTY-  OH/CUYAHOGA
 MB1792  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1792
 MB1792                         *CURRENT SURVEY CONTROL
 MB1792  ___________________________________________________________________
 MB1792* NAD 83(1995)-  41 28 37.29714(N)    081 39 42.00164(W)     ADJUSTED  
 MB1792* NAVD 88     -       205.211  (meters)     673.26   (feet)  ADJUSTED  
 MB1792  ___________________________________________________________________
 MB1792  X           -     694,027.556 (meters)                     COMP
 MB1792  Y           -  -4,735,205.661 (meters)                     COMP
 MB1792  Z           -   4,202,374.172 (meters)                     COMP
 MB1792  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 MB1792  ELLIP HEIGHT-         170.89  (meters)          (10/07/05) GPS OBS
 MB1792  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 MB1792  DYNAMIC HT  -         205.129 (meters)     672.99  (feet)  COMP
 MB1792  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 MB1792
 MB1792  HORZ ORDER  -  SECOND
 MB1792  VERT ORDER  -  FIRST     CLASS II
 MB1792  ELLP ORDER  -  FOURTH    CLASS I
 MB1792
 MB1792.The horizontal coordinates were established by GPS observations
 MB1792.and adjusted by the National Geodetic Survey in April 1998..
 MB1792
 MB1792.The orthometric height was determined by differential leveling
 MB1792.and adjusted by the National Geodetic Survey in June 1991..
 MB1792
 MB1792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1792
 MB1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1792
 MB1792.The ellipsoidal height was determined by GPS observations
 MB1792.and is referenced to NAD 83.
 MB1792
 MB1792.The geoid height was determined by GEOID03.
 MB1792
 MB1792.The dynamic height is computed by dividing the NAVD 88
 MB1792.geopotential number by the normal gravity value computed on the
 MB1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1792.degrees latitude (g = 980.6199 gals.).
 MB1792
 MB1792.The modeled gravity was interpolated from observed gravity values.
 MB1792
 MB1792;                    North         East     Units Scale Factor Converg.
 MB1792;SPC OH N     -   201,372.686   670,018.759   MT  0.99996462   +0 33 02.7
 MB1792;UTM  17      - 4,591,925.059   444,755.764   MT  0.99963756   -0 26 17.7
 MB1792
 MB1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1792!SPC OH N     -   0.99997320  x   0.99996462  =   0.99993782
 MB1792!UTM  17      -   0.99997320  x   0.99963756  =   0.99961077
 MB1792
 MB1792                          SUPERSEDED SURVEY CONTROL
 MB1792
 MB1792  ELLIP H (04/01/98)  170.94   (m)                       GP(       ) 4 1
 MB1792  NAD 83(1995)-  41 28 37.29896(N)    081 39 42.00178(W) AD(       ) 2
 MB1792  NAD 83(1986)-  41 28 37.30618(N)    081 39 42.00360(W) AD(       ) 2
 MB1792  NGVD 29 (06/03/92)  205.440  (m)          674.01   (f) ADJUSTED    1 2
 MB1792
 MB1792.Superseded values are not recommended for survey control.
 MB1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1792.See file dsdata.txt to determine how the superseded data were derived.
 MB1792
 MB1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4475691925(NAD 83)
 MB1792_MARKER: DD = SURVEY DISK
 MB1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1792_SP_SET: CONCRETE POST
 MB1792_STAMPING: 914
 MB1792_MARK LOGO: CRGS  
 MB1792_PROJECTION: RECESSED 5 CENTIMETERS
 MB1792_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1792+STABILITY: SURFACE MOTION
 MB1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1792+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB1792
 MB1792  HISTORY     - Date     Condition        Report By
 MB1792  HISTORY     - 1939     MONUMENTED       CRGS
 MB1792  HISTORY     - 1983     GOOD             NGS
 MB1792  HISTORY     - 19900324 GOOD             AEROS
 MB1792
 MB1792                          STATION DESCRIPTION
 MB1792
 MB1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1792'IN CLEVELAND.
 MB1792'IN CLEVELAND, ALONG STATE HIGHWAY 14 (BROADWAY AVENUE) AT THE
 MB1792'INTERSECTION OF DILLE ROAD, AT THE NORTHWEST CORNER IN THE SIDEWALK IN
 MB1792'THE TOP OF A CONCRETE POST AND PROTECTED BY A 9-INCH CAST IRON BOX
 MB1792'WITH COVER, 8.78 METERS (28.8 FT) WEST OF THE CENTERLINE OF THE
 MB1792'HIGHWAY, 6.03 METERS (19.8 FT) NORTH OF THE CENTERLINE OF DILLE ROAD,
 MB1792'10.30 METERS (33.8 FT) EAST OF UTILITY POLE 523818 WITH A STREET LAMP.
 MB1792
 MB1792                          STATION RECOVERY (1990)
 MB1792
 MB1792'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 MB1792'STATION IS LOCATED IN THE CITY OF CLEVELAND (0.4 KM (O.25 MI) WEST OF
 MB1792'INTERSTATE 77 AT THE INTERSECTION OF BROADWAY AND DILLE AVE.
 MB1792'TO REACH FROM THE JUNCTION OF INTERSTATE 77 AND BROADWAY, GO NORTHWEST
 MB1792'FOR 0.4 KM (0.25 MI) ON BROADWAY TO ITS INTERSECTION WITH DILLE AVE.
 MB1792'AND THE STATION.
 MB1792'STATION IS A SURVEY DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MB1792'RECESSED 14 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON MONUMENT
 MB1792'BOX.  LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION, SET IN THE
 MB1792'SIDEWALK, 8.8 M (28.9 FT) SOUTH OF THE CENTERLINE OF BROADWAY, 6.0 M
 MB1792'(19.7 FT) WEST OF THE CENTERLINE OF DILLE AVE, 8.7 M (28.5 FT) EAST OF
 MB1792'A WATER METER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3198 ***********************************************************************
 MB3198  DESIGNATION -  20 1 11 OM 1223
 MB3198  PID         -  MB3198
 MB3198  STATE/COUNTY-  OH/CUYAHOGA
 MB3198  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3198
 MB3198                         *CURRENT SURVEY CONTROL
 MB3198  ___________________________________________________________________
 MB3198* NAD 83(1995)-  41 26 51.19567(N)    081 41 16.52280(W)     ADJUSTED  
 MB3198* NAVD 88     -       180.4    (meters)     592.     (feet)  VERTCON   
 MB3198  ___________________________________________________________________
 MB3198  X           -     692,168.228 (meters)                     COMP
 MB3198  Y           -  -4,737,649.560 (meters)                     COMP
 MB3198  Z           -   4,199,904.795 (meters)                     COMP
 MB3198  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 MB3198  ELLIP HEIGHT-         146.24  (meters)          (10/07/05) GPS OBS
 MB3198  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 MB3198
 MB3198  HORZ ORDER  -  SECOND
 MB3198  ELLP ORDER  -  FOURTH    CLASS I
 MB3198
 MB3198.The horizontal coordinates were established by GPS observations
 MB3198.and adjusted by the National Geodetic Survey in April 1998..
 MB3198
 MB3198.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3198
 MB3198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3198
 MB3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3198
 MB3198.The ellipsoidal height was determined by GPS observations
 MB3198.and is referenced to NAD 83.
 MB3198
 MB3198.The geoid height was determined by GEOID03.
 MB3198
 MB3198;                    North         East     Units Scale Factor Converg.
 MB3198;SPC OH N     -   198,078.886   667,856.372   MT  0.99996108   +0 32 00.6
 MB3198;UTM  17      - 4,588,670.125   442,537.569   MT  0.99964063   -0 27 19.3
 MB3198
 MB3198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3198!SPC OH N     -   0.99997706  x   0.99996108  =   0.99993814
 MB3198!UTM  17      -   0.99997706  x   0.99964063  =   0.99961770
 MB3198
 MB3198:                Primary Azimuth Mark                     Grid Az
 MB3198:SPC OH N     -  20 1 2                                   286 24 36.7
 MB3198:UTM  17      -  20 1 2                                   287 23 56.6
 MB3198
 MB3198|---------------------------------------------------------------------|
 MB3198| PID    Reference Object                     Distance      Geod. Az  |
 MB3198|                                                           dddmmss.s |
 MB3198| MB3199 20 1 2                              APPROX. 1.2 KM 2865637.3 |
 MB3198|---------------------------------------------------------------------|
 MB3198
 MB3198                          SUPERSEDED SURVEY CONTROL
 MB3198
 MB3198  ELLIP H (04/01/98)  146.28   (m)                       GP(       ) 4 1
 MB3198  NAD 83(1995)-  41 26 51.19843(N)    081 41 16.52285(W) AD(       ) 2
 MB3198  NAD 83(1986)-  41 26 51.20492(N)    081 41 16.52460(W) AD(       ) 2
 MB3198  NGVD 29 (11/06/91)  180.7    (m)          593.     (f) GPS OBS        
 MB3198
 MB3198.Superseded values are not recommended for survey control.
 MB3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3198.See file dsdata.txt to determine how the superseded data were derived.
 MB3198
 MB3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4253888670(NAD 83)
 MB3198_MARKER: DD = SURVEY DISK
 MB3198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3198_SP_SET: CONCRETE POST
 MB3198_STAMPING: OM 1223
 MB3198_MARK LOGO: CRGS  
 MB3198_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3198+STABILITY: SURFACE MOTION
 MB3198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3198+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3198
 MB3198  HISTORY     - Date     Condition        Report By
 MB3198  HISTORY     - UNK      MONUMENTED
 MB3198  HISTORY     - 19900324 GOOD             AEROS
 MB3198
 MB3198                          STATION DESCRIPTION
 MB3198
 MB3198'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3198'STATION IS LOCATED 2.4 KM (1.50 MI) EAST OF BROOKLYN, 4.0 KM
 MB3198'(2.50 MI) NORTHEAST OF PARMA, AT THE INTERSECTION OF JENNINGS ROAD AND
 MB3198'HARVARD AVE.
 MB3198'TO REACH FROM THE INTERSECTION OF PEARL ROAD AND DENISON AVE., GO EAST
 MB3198'FOR 1.0 KM (0.60 MI) ON DENISON AVE. TO WEST 14TH STREET.  TURN RIGHT
 MB3198'AND GO SOUTH FOR 0.3 KM (0.20 MI) ON WEST 14TH STREET, TURN LEFT AND
 MB3198'CONTINUE EAST FOR 0.3 KM (0.20 MI) ON WEST 14TH STREET TO JENNINGS
 MB3198'ROAD, AND THE STATION AT THE THREE WAY INTERSECTION OF WEST 14TH,
 MB3198'JENNINGS AVE., AND HARVARD AVE.
 MB3198'STATION IS A SURVEY DISK SET INTO THE TOP OF A 14 CM DIAMETER CONCRETE
 MB3198'MONUMENT RECESSED 5 CM ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED
 MB3198'AT THE SOUTHWEST CORNER OF THE INTERSECTION, 8.01 M (26.3 FT) SOUTH OF
 MB3198'THE CENTERLINE OF WEST 14TH STREET, 0.61 M (2.0 FT) NORTH OF THE
 MB3198'CENTERLINE OF HARVARD AVE. EAST PRODUCED, 3.64 M (11.9 FT) SOUTHEAST
 MB3198'OF POLE.41122, 8.71 M (28.6 FT) SOUTH OF A MANHOLE ON THE CENTERLINE
 MB3198'OF HARVARD AVE. WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3199 ***********************************************************************
 MB3199  DESIGNATION -  20 1 2
 MB3199  PID         -  MB3199
 MB3199  STATE/COUNTY-  OH/CUYAHOGA
 MB3199  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3199
 MB3199                         *CURRENT SURVEY CONTROL
 MB3199  ___________________________________________________________________
 MB3199* NAD 83(1995)-  41 27 02.57448(N)    081 42 06.17887(W)     ADJUSTED  
 MB3199* NAVD 88     -       209.8    (meters)     688.     (feet)  VERTCON   
 MB3199  ___________________________________________________________________
 MB3199  X           -     690,997.302 (meters)                     COMP
 MB3199  Y           -  -4,737,607.853 (meters)                     COMP
 MB3199  Z           -   4,200,187.334 (meters)                     COMP
 MB3199  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 MB3199  ELLIP HEIGHT-         175.56  (meters)          (10/07/05) GPS OBS
 MB3199  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 MB3199
 MB3199  HORZ ORDER  -  SECOND
 MB3199  ELLP ORDER  -  FOURTH    CLASS I
 MB3199
 MB3199.The horizontal coordinates were established by GPS observations
 MB3199.and adjusted by the National Geodetic Survey in April 1998..
 MB3199
 MB3199.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3199
 MB3199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3199
 MB3199.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3199
 MB3199.The ellipsoidal height was determined by GPS observations
 MB3199.and is referenced to NAD 83.
 MB3199
 MB3199.The geoid height was determined by GEOID03.
 MB3199
 MB3199;                    North         East     Units Scale Factor Converg.
 MB3199;SPC OH N     -   198,419.262   666,700.632   MT  0.99996144   +0 31 28.0
 MB3199;UTM  17      - 4,589,030.282   441,388.244   MT  0.99964228   -0 27 52.3
 MB3199
 MB3199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3199!SPC OH N     -   0.99997246  x   0.99996144  =   0.99993390
 MB3199!UTM  17      -   0.99997246  x   0.99964228  =   0.99961475
 MB3199
 MB3199:                Primary Azimuth Mark                     Grid Az
 MB3199:SPC OH N     -  20 1 11 OM 1223                          106 24 36.4
 MB3199:UTM  17      -  20 1 11 OM 1223                          107 23 56.7
 MB3199
 MB3199|---------------------------------------------------------------------|
 MB3199| PID    Reference Object                     Distance      Geod. Az  |
 MB3199|                                                           dddmmss.s |
 MB3199| MB3198 20 1 11 OM 1223                     APPROX. 1.2 KM 1065604.4 |
 MB3199|---------------------------------------------------------------------|
 MB3199
 MB3199                          SUPERSEDED SURVEY CONTROL
 MB3199
 MB3199  ELLIP H (04/01/98)  175.60   (m)                       GP(       ) 4 1
 MB3199  NAD 83(1995)-  41 27 02.57981(N)    081 42 06.17923(W) AD(       ) 2
 MB3199  NAD 83(1986)-  41 27 02.58432(N)    081 42 06.18076(W) AD(       ) 2
 MB3199  NGVD 29 (11/06/91)  210.0    (m)          689.     (f) GPS OBS        
 MB3199
 MB3199.Superseded values are not recommended for survey control.
 MB3199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3199.See file dsdata.txt to determine how the superseded data were derived.
 MB3199
 MB3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4138889030(NAD 83)
 MB3199_MARKER: V = STONE MONUMENT
 MB3199_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MB3199_SP_SET: BURIED IN GROUND
 MB3199_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3199+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1990
 MB3199
 MB3199  HISTORY     - Date     Condition        Report By
 MB3199  HISTORY     - UNK      MONUMENTED
 MB3199  HISTORY     - 19900325 GOOD             AEROS
 MB3199
 MB3199                          STATION DESCRIPTION
 MB3199
 MB3199'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3199'STATION IS LOCATED 4.8 KM (3.00 MI) NORTH OF PARMA, 3.2 KM (2.00 MI)
 MB3199'EAST OF BROOKLYN, AT THE INTERSECTION OF DENISON AVE. AND WEST 25TH
 MB3199'STREET.
 MB3199'TO REACH FROM THE INTERSECTION OF INTERSTATE 71 OVERPASS BRIDGE AND
 MB3199'PEARL ROAD, GO SOUTH FOR 0.8 KM (0.50 MI) ON PEARL ROAD TO DENISON
 MB3199'AVE. AND THE STATION.
 MB3199'STATION IS A STONE MONUMENT WITH DRILL HOLE RECESSED 34 CM BELOW THE
 MB3199'ROAD SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED IN THE
 MB3199'CENTERLINE--CENTERLINE OF THE INTERSECTION, 12.67 M (41.6 FT)
 MB3199'SOUTHWEST OF THE OM MONUMENT IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3200 ***********************************************************************
 MB3200  DESIGNATION -  20 1 3 OM X 17
 MB3200  PID         -  MB3200
 MB3200  STATE/COUNTY-  OH/CUYAHOGA
 MB3200  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3200
 MB3200                         *CURRENT SURVEY CONTROL
 MB3200  ___________________________________________________________________
 MB3200* NAD 83(1995)-  41 29 18.23768(N)    081 39 11.56804(W)     ADJUSTED  
 MB3200* NAVD 88     -       206.0    (meters)     676.     (feet)  VERTCON   
 MB3200  ___________________________________________________________________
 MB3200  X           -     694,604.848 (meters)                     COMP
 MB3200  Y           -  -4,734,276.032 (meters)                     COMP
 MB3200  Z           -   4,203,320.977 (meters)                     COMP
 MB3200  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 MB3200  ELLIP HEIGHT-         171.73  (meters)          (10/07/05) GPS OBS
 MB3200  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 MB3200
 MB3200  HORZ ORDER  -  SECOND
 MB3200  ELLP ORDER  -  FOURTH    CLASS I
 MB3200
 MB3200.The horizontal coordinates were established by GPS observations
 MB3200.and adjusted by the National Geodetic Survey in April 1998..
 MB3200
 MB3200.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3200
 MB3200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3200
 MB3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3200
 MB3200.The ellipsoidal height was determined by GPS observations
 MB3200.and is referenced to NAD 83.
 MB3200
 MB3200.The geoid height was determined by GEOID03.
 MB3200
 MB3200;                    North         East     Units Scale Factor Converg.
 MB3200;SPC OH N     -   202,642.456   670,712.546   MT  0.99996605   +0 33 22.7
 MB3200;UTM  17      - 4,593,182.252   445,471.130   MT  0.99963659   -0 25 57.9
 MB3200
 MB3200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3200!SPC OH N     -   0.99997306  x   0.99996605  =   0.99993912
 MB3200!UTM  17      -   0.99997306  x   0.99963659  =   0.99960966
 MB3200
 MB3200                          SUPERSEDED SURVEY CONTROL
 MB3200
 MB3200  ELLIP H (04/01/98)  171.74   (m)                       GP(       ) 4 1
 MB3200  NAD 83(1995)-  41 29 18.23853(N)    081 39 11.56805(W) AD(       ) 2
 MB3200  NAD 83(1986)-  41 29 18.24656(N)    081 39 11.57011(W) AD(       ) 2
 MB3200  NGVD 29 (11/06/91)  206.2    (m)          677.     (f) GPS OBS        
 MB3200
 MB3200.Superseded values are not recommended for survey control.
 MB3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3200.See file dsdata.txt to determine how the superseded data were derived.
 MB3200
 MB3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4547193182(NAD 83)
 MB3200_MARKER: DD = SURVEY DISK
 MB3200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3200_SP_SET: CONCRETE POST
 MB3200_STAMPING: X 17
 MB3200_MARK LOGO: CRGS  
 MB3200_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3200+STABILITY: SURFACE MOTION
 MB3200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3200+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3200
 MB3200  HISTORY     - Date     Condition        Report By
 MB3200  HISTORY     - UNK      MONUMENTED
 MB3200  HISTORY     - 19900324 GOOD             AEROS
 MB3200
 MB3200                          STATION DESCRIPTION
 MB3200
 MB3200'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3200'STATION IS LOCATED IN THE CITY OF CLEVELAND, ABOUT 1.1 KM (0.70 MI)
 MB3200'EAST OF INTERSTATE 77, AT THE INTERSECTION OF WOODLAND AVE. AND EAST
 MB3200'51ST STREET NORTH.
 MB3200'TO REACH FROM THE JUNCTION OF INTERSTATE 77 AND WOODLAND AVE., GO EAST
 MB3200'FOR 1.1 KM (0.70 MI) ON WOODLAND AVE. TO ITS INTERSECTION WITH EAST
 MB3200'51ST STREET NORTH AND THE STATION.
 MB3200'STATION IS A SURVEY DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MB3200'RECESSED 16.5 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON MONUMENT
 MB3200'BOX.  LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION, IN THE
 MB3200'SIDEWALK, 4.7 M (15.4 FT) WEST OF THE CENTERLINE OF EAST 51ST STREET
 MB3200'NORTH, 13.2 M (43.3 FT) NORTH OF THE CENTERLINE OF WOODLAND AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3201 ***********************************************************************
 MB3201  DESIGNATION -  20 1 4 OM 1128
 MB3201  PID         -  MB3201
 MB3201  STATE/COUNTY-  OH/CUYAHOGA
 MB3201  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3201
 MB3201                         *CURRENT SURVEY CONTROL
 MB3201  ___________________________________________________________________
 MB3201* NAD 83(1995)-  41 29 30.48167(N)    081 42 01.45185(W)     ADJUSTED  
 MB3201* NAVD 88     -       177.3    (meters)     582.     (feet)  VERTCON   
 MB3201  ___________________________________________________________________
 MB3201  X           -     690,666.136 (meters)                     COMP
 MB3201  Y           -  -4,734,577.573 (meters)                     COMP
 MB3201  Z           -   4,203,584.890 (meters)                     COMP
 MB3201  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 MB3201  ELLIP HEIGHT-         142.98  (meters)          (10/07/05) GPS OBS
 MB3201  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 MB3201
 MB3201  HORZ ORDER  -  SECOND
 MB3201  ELLP ORDER  -  FOURTH    CLASS I
 MB3201
 MB3201.The horizontal coordinates were established by GPS observations
 MB3201.and adjusted by the National Geodetic Survey in April 1998..
 MB3201
 MB3201.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3201
 MB3201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3201
 MB3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3201
 MB3201.The ellipsoidal height was determined by GPS observations
 MB3201.and is referenced to NAD 83.
 MB3201
 MB3201.The geoid height was determined by GEOID03.
 MB3201
 MB3201;                    North         East     Units Scale Factor Converg.
 MB3201;SPC OH N     -   202,982.972   666,768.509   MT  0.99996649   +0 31 31.1
 MB3201;UTM  17      - 4,593,590.672   441,534.847   MT  0.99964206   -0 27 50.5
 MB3201
 MB3201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3201!SPC OH N     -   0.99997757  x   0.99996649  =   0.99994406
 MB3201!UTM  17      -   0.99997757  x   0.99964206  =   0.99961964
 MB3201
 MB3201:                Primary Azimuth Mark                     Grid Az
 MB3201:SPC OH N     -  20 1 5                                   265 08 20.9
 MB3201:UTM  17      -  20 1 5                                   266 07 42.5
 MB3201
 MB3201|---------------------------------------------------------------------|
 MB3201| PID    Reference Object                     Distance      Geod. Az  |
 MB3201|                                                           dddmmss.s |
 MB3201| MB3202 20 1 5                              APPROX. 0.6 KM 2653952.0 |
 MB3201| MB3221 25 1 3                              APPROX. 0.5 KM 3574213.6 |
 MB3201|---------------------------------------------------------------------|
 MB3201
 MB3201                          SUPERSEDED SURVEY CONTROL
 MB3201
 MB3201  ELLIP H (04/01/98)  142.97   (m)                       GP(       ) 4 1
 MB3201  NAD 83(1995)-  41 29 30.48247(N)    081 42 01.45186(W) AD(       ) 2
 MB3201  NAD 83(1986)-  41 29 30.49057(N)    081 42 01.45404(W) AD(       ) 2
 MB3201  NGVD 29 (11/06/91)  177.5    (m)          582.     (f) GPS OBS        
 MB3201
 MB3201.Superseded values are not recommended for survey control.
 MB3201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3201.See file dsdata.txt to determine how the superseded data were derived.
 MB3201
 MB3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4153593591(NAD 83)
 MB3201_MARKER: DD = SURVEY DISK
 MB3201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3201_SP_SET: CONCRETE POST
 MB3201_STAMPING: OM 1128
 MB3201_MARK LOGO: CRGS  
 MB3201_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3201+STABILITY: SURFACE MOTION
 MB3201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3201+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3201
 MB3201  HISTORY     - Date     Condition        Report By
 MB3201  HISTORY     - UNK      MONUMENTED
 MB3201  HISTORY     - 19900324 GOOD             AEROS
 MB3201
 MB3201                          STATION DESCRIPTION
 MB3201
 MB3201'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3201'STATION IS LOCATED IN THE CITY OF CLEVELAND, 487 M (1597.8 FT) NORTH
 MB3201'OF FRANKLIN AVE., 274 M (898.9 FT) SOUTH OF CENTER STREET, ON COLUMBUS
 MB3201'ROAD.
 MB3201'TO REACH FROM THE JUNCTION OF INTERSTATE 90 AND BROADWAY, (EXIT 171B),
 MB3201'TAKE EXIT AND GO NORTH FOR 0.24 KM (0.15 MI) ON BROADWAY TO ITS
 MB3201'INTERSECTION WITH CARNEGIE AVE.  TURN LEFT AND GO WEST FOR 1.93 KM
 MB3201'(1.20 MI) ON CARNEGIE AVE. ACROSS THE LORAIN--CARNEGIE HOPE BRIDGE,
 MB3201'(STREET CHANGES TO LORAIN AVE. AFTER CROSSING BRIDGE), TO ITS
 MB3201'INTERSECTION WITH WEST 25TH STREET.  TURN LEFT AND GO SOUTH FOR 0.40
 MB3201'KM (0.25 MI) ON WEST 25TH STREET TO COLUMBUS ROAD.  TURN LEFT AND GO
 MB3201'NORTH FOR 1.21 KM (0.75 MI) ON COLUMBUS ROAD TO THE STATION ON THE
 MB3201'RIGHT.
 MB3201'STATION IS A SURVEY DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MB3201'RECESSED 9 CM BELOW THE ROAD SURFACE ENCASED IN A SQUARE IRON MONUMENT
 MB3201'BOX.  LOCATED 5.52 M (18.1 FT) EAST OF THE CENTERLINE OF COLUMBUS
 MB3201'ROAD, 3.94 M (12.9 FT) SOUTH OF THE SOUTH RAIL OF SWITCH SPUR, 13.39 M
 MB3201'(43.9 FT) SOUTHEAST OF POLE.354694, 20.66 M (67.8 FT) SOUTHWEST OF THE
 MB3201'NORTHWEST CORNER OF THE BRICK DRAW BRIDGE CONTROL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3202 ***********************************************************************
 MB3202  DESIGNATION -  20 1 5
 MB3202  PID         -  MB3202
 MB3202  STATE/COUNTY-  OH/CUYAHOGA
 MB3202  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3202
 MB3202                         *CURRENT SURVEY CONTROL
 MB3202  ___________________________________________________________________
 MB3202* NAD 83(1995)-  41 29 29.05496(N)    081 42 26.46688(W)     ADJUSTED  
 MB3202* NAVD 88     -       203.5    (meters)     668.     (feet)  VERTCON   
 MB3202  ___________________________________________________________________
 MB3202  X           -     690,098.982 (meters)                     COMP
 MB3202  Y           -  -4,734,709.620 (meters)                     COMP
 MB3202  Z           -   4,203,569.317 (meters)                     COMP
 MB3202  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 MB3202  ELLIP HEIGHT-         169.24  (meters)          (10/07/05) GPS OBS
 MB3202  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 MB3202
 MB3202  HORZ ORDER  -  SECOND
 MB3202  ELLP ORDER  -  FOURTH    CLASS I
 MB3202
 MB3202.The horizontal coordinates were established by GPS observations
 MB3202.and adjusted by the National Geodetic Survey in April 1998..
 MB3202
 MB3202.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3202
 MB3202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3202
 MB3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3202
 MB3202.The ellipsoidal height was determined by GPS observations
 MB3202.and is referenced to NAD 83.
 MB3202
 MB3202.The geoid height was determined by GEOID03.
 MB3202
 MB3202;                    North         East     Units Scale Factor Converg.
 MB3202;SPC OH N     -   202,933.663   666,188.697   MT  0.99996644   +0 31 14.6
 MB3202;UTM  17      - 4,593,551.395   440,954.458   MT  0.99964290   -0 28 07.1
 MB3202
 MB3202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3202!SPC OH N     -   0.99997346  x   0.99996644  =   0.99993990
 MB3202!UTM  17      -   0.99997346  x   0.99964290  =   0.99961636
 MB3202
 MB3202:                Primary Azimuth Mark                     Grid Az
 MB3202:SPC OH N     -  20 1 4 OM 1128                           085 08 20.8
 MB3202:UTM  17      -  20 1 4 OM 1128                           086 07 42.5
 MB3202
 MB3202|---------------------------------------------------------------------|
 MB3202| PID    Reference Object                     Distance      Geod. Az  |
 MB3202|                                                           dddmmss.s |
 MB3202| MB3201 20 1 4 OM 1128                      APPROX. 0.6 KM 0853935.4 |
 MB3202|---------------------------------------------------------------------|
 MB3202
 MB3202                          SUPERSEDED SURVEY CONTROL
 MB3202
 MB3202  ELLIP H (04/01/98)  169.25   (m)                       GP(       ) 4 1
 MB3202  NAD 83(1995)-  41 29 29.05578(N)    081 42 26.46691(W) AD(       ) 2
 MB3202  NAD 83(1986)-  41 29 29.06387(N)    081 42 26.46908(W) AD(       ) 2
 MB3202  NGVD 29 (11/06/91)  203.8    (m)          669.     (f) GPS OBS        
 MB3202
 MB3202.Superseded values are not recommended for survey control.
 MB3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3202.See file dsdata.txt to determine how the superseded data were derived.
 MB3202
 MB3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4095493551(NAD 83)
 MB3202_MARKER: I = METAL ROD
 MB3202_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3202_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3202_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3202+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3202
 MB3202  HISTORY     - Date     Condition        Report By
 MB3202  HISTORY     - UNK      MONUMENTED
 MB3202  HISTORY     - 19900324 GOOD             AEROS
 MB3202
 MB3202                          STATION DESCRIPTION
 MB3202
 MB3202'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3202'STATION IS LOCATED 1.6 KM (1.00 MI) SOUTH OF THE LAKE ERIE SHORELINE,
 MB3202'4.8 KM (3.00 MI) EAST OF LAKEWOOD, AT THE INTERSECTION OF WEST 25TH
 MB3202'STREET AND DETROIT AVE.
 MB3202'TO REACH FROM THE INTERSECTION OF LORAIN AVE. AND WEST 25TH STREET, GO
 MB3202'NORTHWEST FOR 0.8 KM (0.50 MI) ON WEST 25TH STREET TO ITS INTERSECTION
 MB3202'WITH DETROIT AVE. AND THE STATION.
 MB3202'STATION IS A IRON ROD RECESSED 30 CM BELOW THE ROAD SURFACE ENCASED IN
 MB3202'A SQUARE IRON MONUMENT BOX.  LOCATED AT THE CENTERLINE--CENTERLINE OF
 MB3202'THE INTERSECTION, 16.09 M (52.8 FT) SOUTH OF A LIGHT POLE, 19.9 M
 MB3202'(65.3 FT) SOUTHWEST OF A FIRE HYDRANT, 7.37 M (24.2 FT) SOUTHEAST OF A
 MB3202'MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3203 ***********************************************************************
 MB3203  DESIGNATION -  20 1 7
 MB3203  PID         -  MB3203
 MB3203  STATE/COUNTY-  OH/CUYAHOGA
 MB3203  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3203
 MB3203                         *CURRENT SURVEY CONTROL
 MB3203  ___________________________________________________________________
 MB3203* NAD 83(1995)-  41 27 21.23347(N)    081 39 23.52332(W)     ADJUSTED  
 MB3203* NAVD 88     -       209.3    (meters)     687.     (feet)  VERTCON   
 MB3203  ___________________________________________________________________
 MB3203  X           -     694,677.706 (meters)                     COMP
 MB3203  Y           -  -4,736,684.098 (meters)                     COMP
 MB3203  Z           -   4,200,618.503 (meters)                     COMP
 MB3203  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 MB3203  ELLIP HEIGHT-         175.13  (meters)          (10/07/05) GPS OBS
 MB3203  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 MB3203
 MB3203  HORZ ORDER  -  SECOND
 MB3203  ELLP ORDER  -  FOURTH    CLASS I
 MB3203
 MB3203.The horizontal coordinates were established by GPS observations
 MB3203.and adjusted by the National Geodetic Survey in April 1998..
 MB3203
 MB3203.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3203
 MB3203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3203
 MB3203.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3203
 MB3203.The ellipsoidal height was determined by GPS observations
 MB3203.and is referenced to NAD 83.
 MB3203
 MB3203.The geoid height was determined by GEOID03.
 MB3203
 MB3203;                    North         East     Units Scale Factor Converg.
 MB3203;SPC OH N     -   199,030.389   670,470.143   MT  0.99996205   +0 33 14.8
 MB3203;UTM  17      - 4,589,576.087   445,166.523   MT  0.99963700   -0 26 04.8
 MB3203
 MB3203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3203!SPC OH N     -   0.99997253  x   0.99996205  =   0.99993458
 MB3203!UTM  17      -   0.99997253  x   0.99963700  =   0.99960954
 MB3203
 MB3203                          SUPERSEDED SURVEY CONTROL
 MB3203
 MB3203  ELLIP H (04/01/98)  175.17   (m)                       GP(       ) 4 1
 MB3203  NAD 83(1995)-  41 27 21.23896(N)    081 39 23.52363(W) AD(       ) 2
 MB3203  NAD 83(1986)-  41 27 21.24328(N)    081 39 23.52504(W) AD(       ) 2
 MB3203  NGVD 29 (11/06/91)  209.6    (m)          688.     (f) GPS OBS        
 MB3203
 MB3203.Superseded values are not recommended for survey control.
 MB3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3203.See file dsdata.txt to determine how the superseded data were derived.
 MB3203
 MB3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4516789576(NAD 83)
 MB3203_MARKER: V = STONE MONUMENT
 MB3203_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MB3203_SP_SET: BURIED IN GROUND
 MB3203_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3203+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3203
 MB3203  HISTORY     - Date     Condition        Report By
 MB3203  HISTORY     - UNK      MONUMENTED
 MB3203  HISTORY     - 19900324 GOOD             AEROS
 MB3203
 MB3203                          STATION DESCRIPTION
 MB3203
 MB3203'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3203'STATION IS LOCATED IN THE CITY OF CLEVELAND, 0.08 KM (0.05 MI) EAST OF
 MB3203'INTERSTATE 77, AT THE INTERSECTION OF EAST 49TH STREET AND FLEET AVE.
 MB3203'TO REACH THE JUNCTION OF INTERSTATE 77 AND FLEET AVE., EXIT NORTHBOUND
 MB3203'AND GO NORTH FOR 0.3 KM (0.20 MI) TO FLEET AVE AND THE STATION.
 MB3203'STATION IS A STONE MONUMENT WITH DRILL HOLE RECESSED 27 CM BELOW THE
 MB3203'ROAD SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX. LOCATED ON THE
 MB3203'NORTH R.O.W. OF FLEET AVE, ON THE CENTERLINE OF EAST 49TH STREET, 2.19
 MB3203'M (7.2 FT) SOUTH OF A SEWER MANHOLE AND IN THE CROSSWALK OF EAST 49TH
 MB3203'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3204 ***********************************************************************
 MB3204  DESIGNATION -  20 1 9 OM 1402
 MB3204  PID         -  MB3204
 MB3204  STATE/COUNTY-  OH/CUYAHOGA
 MB3204  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3204
 MB3204                         *CURRENT SURVEY CONTROL
 MB3204  ___________________________________________________________________
 MB3204* NAD 83(1995)-  41 28 12.58516(N)    081 41 20.01021(W)     ADJUSTED  
 MB3204* NAVD 88     -       207.9    (meters)     682.     (feet)  VERTCON   
 MB3204  ___________________________________________________________________
 MB3204  X           -     691,850.776 (meters)                     COMP
 MB3204  Y           -  -4,736,036.491 (meters)                     COMP
 MB3204  Z           -   4,201,804.693 (meters)                     COMP
 MB3204  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 MB3204  ELLIP HEIGHT-         173.55  (meters)          (10/07/05) GPS OBS
 MB3204  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 MB3204
 MB3204  HORZ ORDER  -  SECOND
 MB3204  ELLP ORDER  -  FOURTH    CLASS I
 MB3204
 MB3204.The horizontal coordinates were established by GPS observations
 MB3204.and adjusted by the National Geodetic Survey in April 1998..
 MB3204
 MB3204.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3204
 MB3204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3204
 MB3204.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3204
 MB3204.The ellipsoidal height was determined by GPS observations
 MB3204.and is referenced to NAD 83.
 MB3204
 MB3204.The geoid height was determined by GEOID03.
 MB3204
 MB3204;                    North         East     Units Scale Factor Converg.
 MB3204;SPC OH N     -   200,588.859   667,752.078   MT  0.99996377   +0 31 58.3
 MB3204;UTM  17      - 4,591,180.716   442,476.632   MT  0.99964072   -0 27 22.4
 MB3204
 MB3204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3204!SPC OH N     -   0.99997278  x   0.99996377  =   0.99993655
 MB3204!UTM  17      -   0.99997278  x   0.99964072  =   0.99961351
 MB3204
 MB3204:                Primary Azimuth Mark                     Grid Az
 MB3204:SPC OH N     -  20 1 1 R                                 229 47 18.3
 MB3204:UTM  17      -  20 1 1 R                                 230 46 39.0
 MB3204
 MB3204|---------------------------------------------------------------------|
 MB3204| PID    Reference Object                     Distance      Geod. Az  |
 MB3204|                                                           dddmmss.s |
 MB3204| MB3197 20 1 1 R                            APPROX. 1.2 KM 2301916.6 |
 MB3204|---------------------------------------------------------------------|
 MB3204
 MB3204                          SUPERSEDED SURVEY CONTROL
 MB3204
 MB3204  ELLIP H (04/01/98)  173.65   (m)                       GP(       ) 4 1
 MB3204  NAD 83(1995)-  41 28 12.58706(N)    081 41 20.01029(W) AD(       ) 2
 MB3204  NAD 83(1986)-  41 28 12.59423(N)    081 41 20.01217(W) AD(       ) 2
 MB3204  NGVD 29 (11/06/91)  208.1    (m)          683.     (f) GPS OBS        
 MB3204
 MB3204.Superseded values are not recommended for survey control.
 MB3204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3204.See file dsdata.txt to determine how the superseded data were derived.
 MB3204
 MB3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4247791181(NAD 83)
 MB3204_MARKER: DD = SURVEY DISK
 MB3204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3204_SP_SET: CONCRETE POST
 MB3204_STAMPING: 1402
 MB3204_MARK LOGO: CRGS  
 MB3204_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3204+STABILITY: SURFACE MOTION
 MB3204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3204+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3204
 MB3204  HISTORY     - Date     Condition        Report By
 MB3204  HISTORY     - UNK      MONUMENTED
 MB3204  HISTORY     - 19900324 GOOD             AEROS
 MB3204
 MB3204                          STATION DESCRIPTION
 MB3204
 MB3204'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3204'STATION IS LOCATED IN THE CITY OF CLEVELAND, ABOUT 1.6 KM (1.00 MI)
 MB3204'SOUTH OF INTERSTATE 490, AT THE INTERSECTION OF CLARK AVE. AND WEST
 MB3204'11TH STREET.
 MB3204'TO REACH FROM THE JUNCTION OF INTERSTATE 490 AND WEST 14TH STREET NEAR
 MB3204'DOWNTOWN, TAKE WEST 14TH STREET EXIT AND GO SOUTH FOR 1.6 KM
 MB3204'(1.00 MI) ON WEST 14TH STREET TO CLARK AVE.  TURN LEFT AND GO EAST FOR
 MB3204'.16 KM (0.10 MI) ON CLARK AVE.  TO THE STATION ON THE LEFT.
 MB3204'STATION IS A SURVEY DISK SET INTO THE TOP OF A 15 CM DIAMETER CONCRETE
 MB3204'MONUMENT RECESSED 12 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON
 MB3204'MONUMENT BOX.  LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION,
 MB3204'8.8 M (28.9 FT) NORTH OF THE CENTERLINE OF CLARK STREET, 5.2 M
 MB3204'(17.1 FT) WEST OF THE CENTERLINE OF WEST 11TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2951 ***********************************************************************
 MB2951  DESIGNATION -  20 CWL
 MB2951  PID         -  MB2951
 MB2951  STATE/COUNTY-  OH/LORAIN
 MB2951  USGS QUAD   -  WEST VIEW (1994)
 MB2951
 MB2951                         *CURRENT SURVEY CONTROL
 MB2951  ___________________________________________________________________
 MB2951* NAD 83(1995)-  41 15 35.93239(N)    081 59 46.14158(W)     ADJUSTED  
 MB2951* NAVD 88     -       260.06   (+/-2cm)     853.2    (feet)  VERTCON   
 MB2951  ___________________________________________________________________
 MB2951  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 MB2951  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MB2951
 MB2951  HORZ ORDER  -  SECOND
 MB2951  VERT ORDER  -  THIRD ? (See Below)
 MB2951
 MB2951.The horizontal coordinates were established by classical geodetic methods
 MB2951.and adjusted by the National Geodetic Survey in April 1998..
 MB2951
 MB2951.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2951.The vertical order pertains to the NGVD 29 superseded value.
 MB2951
 MB2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2951
 MB2951.The geoid height was determined by GEOID03.
 MB2951
 MB2951;                    North         East     Units Scale Factor Converg.
 MB2951;SPC OH N     -   177,053.917   642,221.901   MT  0.99994476   +0 19 51.6
 MB2951;UTM  17      - 4,568,096.520   416,551.723   MT  0.99968570   -0 39 25.1
 MB2951
 MB2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2951!SPC OH N     -   0.99996454  x   0.99994476  =   0.99990930
 MB2951!UTM  17      -   0.99996454  x   0.99968570  =   0.99965025
 MB2951
 MB2951                          SUPERSEDED SURVEY CONTROL
 MB2951
 MB2951  NAD 83(1995)-  41 15 35.94177(N)    081 59 46.15086(W) AD(       ) 2
 MB2951  NAD 83(1986)-  41 15 35.94195(N)    081 59 46.15290(W) AD(       ) 2
 MB2951  NAD 27      -  41 15 35.74762(N)    081 59 46.64686(W) AD(       ) 2
 MB2951  NGVD 29 (07/19/86)  260.25   (m)          853.8    (f) LEVELING    3  
 MB2951
 MB2951.Superseded values are not recommended for survey control.
 MB2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2951.See file dsdata.txt to determine how the superseded data were derived.
 MB2951
 MB2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF1655268097(NAD 83)
 MB2951_MARKER: Z = SEE DESCRIPTION
 MB2951_SETTING: 0 = UNSPECIFIED SETTING
 MB2951_STAMPING: CWL 20 TT 1952
 MB2951_MARK LOGO: USGS  
 MB2951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2951
 MB2951  HISTORY     - Date     Condition        Report By
 MB2951  HISTORY     - 1959     MONUMENTED       USGS
 MB2951  HISTORY     - 19951125 GOOD             USPSQD
 MB2951
 MB2951                          STATION DESCRIPTION
 MB2951
 MB2951'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (WER)
 MB2951'THE STATION IS FROM BELDEN 1.0 MILE EAST ON STATE HIGHWAY 303,
 MB2951'THENCE 1.55 MILE
 MB2951'NORTH ON ISLAND ROAD, THENCE 0.3 MILE EAST ON GRAFTON EASTERN ROAD,
 MB2951'28 FEET SOUTH OF THE CENTERLINE OF
 MB2951'GRAFTON EASTERN ROAD, 5.5 FEET SOUTHEAST OF A POWERLINE
 MB2951'POLE AND 1 FOOT SOUTH OF A FENCELINE.
 MB2951'
 MB2951'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION VALLEY,
 MB2951'DISTANCE BEING
 MB2951'77.42 FEET (23.599 METERS) SOUTH OF STATION VALLEY.  THE MARK IS A
 MB2951'STANDARD U.S. GEOLOGICAL SURVEY DISK
 MB2951'STAMPED CWL 20 TT 1952, SET IN A ROUND CONCRETE POST WHICH
 MB2951'PROJECTS 3 INCHES.
 MB2951
 MB2951                          STATION RECOVERY (1995)
 MB2951
 MB2951'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB2951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3205 ***********************************************************************
 MB3205  DESIGNATION -  20 V R
 MB3205  PID         -  MB3205
 MB3205  STATE/COUNTY-  OH/CUYAHOGA
 MB3205  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3205
 MB3205                         *CURRENT SURVEY CONTROL
 MB3205  ___________________________________________________________________
 MB3205* NAD 83(1995)-  41 28 57.37564(N)    081 42 06.93924(W)     ADJUSTED  
 MB3205* NAVD 88     -       207.0    (meters)     679.     (feet)  VERTCON   
 MB3205  ___________________________________________________________________
 MB3205  X           -     690,641.043 (meters)                     COMP
 MB3205  Y           -  -4,735,287.506 (meters)                     COMP
 MB3205  Z           -   4,202,839.461 (meters)                     COMP
 MB3205  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 MB3205  ELLIP HEIGHT-         172.70  (meters)          (10/07/05) GPS OBS
 MB3205  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 MB3205
 MB3205  HORZ ORDER  -  SECOND
 MB3205  ELLP ORDER  -  FOURTH    CLASS I
 MB3205
 MB3205.The horizontal coordinates were established by GPS observations
 MB3205.and adjusted by the National Geodetic Survey in April 1998..
 MB3205
 MB3205.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3205
 MB3205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3205
 MB3205.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3205
 MB3205.The ellipsoidal height was determined by GPS observations
 MB3205.and is referenced to NAD 83.
 MB3205
 MB3205.The geoid height was determined by GEOID03.
 MB3205
 MB3205;                    North         East     Units Scale Factor Converg.
 MB3205;SPC OH N     -   201,960.532   666,650.577   MT  0.99996531   +0 31 27.5
 MB3205;UTM  17      - 4,592,570.751   441,399.324   MT  0.99964226   -0 27 53.9
 MB3205
 MB3205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3205!SPC OH N     -   0.99997291  x   0.99996531  =   0.99993822
 MB3205!UTM  17      -   0.99997291  x   0.99964226  =   0.99961518
 MB3205
 MB3205                          SUPERSEDED SURVEY CONTROL
 MB3205
 MB3205  ELLIP H (04/01/98)  172.72   (m)                       GP(       ) 4 1
 MB3205  NAD 83(1995)-  41 28 57.37757(N)    081 42 06.93947(W) AD(       ) 2
 MB3205  NAD 83(1986)-  41 28 57.38481(N)    081 42 06.94153(W) AD(       ) 2
 MB3205  NGVD 29 (11/06/91)  207.2    (m)          680.     (f) GPS OBS        
 MB3205
 MB3205.Superseded values are not recommended for survey control.
 MB3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3205.See file dsdata.txt to determine how the superseded data were derived.
 MB3205
 MB3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4139992571(NAD 83)
 MB3205_MARKER: V = STONE MONUMENT
 MB3205_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3205_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3205_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3205+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1990
 MB3205
 MB3205  HISTORY     - Date     Condition        Report By
 MB3205  HISTORY     - UNK      MONUMENTED
 MB3205  HISTORY     - 19900416 GOOD             AEROS
 MB3205
 MB3205                          STATION DESCRIPTION
 MB3205
 MB3205'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3205'THE STATION IS LOCATED IN DOWNTOWN CLEVELAND, 1.0 KM (0.60 MI) NORTH
 MB3205'OF INTERSTATE 90, AND ABOUT 0.16 KM (0.10 MI) SOUTH OF LORAIN AVE.
 MB3205'TO REACH FROM THE INTERSECTION OF LORAIN AVE. AND WEST 25TH STREET, GO
 MB3205'SOUTHWEST FOR 0.18 KM (0.10 MI) ON WEST 25TH STREET TO ITS
 MB3205'INTERSECTION WITH CHATHAM AVE. WEST, AND GEHRING STREET EAST, AND THE
 MB3205'STATION.
 MB3205'STATION IS A STONE MONUMENT WITH DRILL HOLE RECESSED 30 CM BELOW THE
 MB3205'ROAD SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED IN THE
 MB3205'EAST LINE OF WEST 25TH STREET, ON THE CENTERLINE OF GEHRING STREET, AT
 MB3205'THE WEST END OF A CONCRETE TRAFFIC ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3604 ***********************************************************************
 KY3604  DESIGNATION -  20 WSM
 KY3604  PID         -  KY3604
 KY3604  STATE/COUNTY-  OH/COLUMBIANA
 KY3604  USGS QUAD   -  GAVERS (1971)
 KY3604
 KY3604                         *CURRENT SURVEY CONTROL
 KY3604  ___________________________________________________________________
 KY3604* NAD 83(1995)-  40 43 24.35296(N)    080 47 25.66511(W)     ADJUSTED  
 KY3604* NAVD 88     -       313.     (meters)    1027.     (feet)  SCALED    
 KY3604  ___________________________________________________________________
 KY3604  X           -     774,763.675 (meters)                     COMP
 KY3604  Y           -  -4,778,495.299 (meters)                     COMP
 KY3604  Z           -   4,139,377.102 (meters)                     COMP
 KY3604  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 KY3604  ELLIP HEIGHT-         279.05  (meters)          (10/07/05) GPS OBS
 KY3604  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KY3604
 KY3604  HORZ ORDER  -  SECOND
 KY3604  ELLP ORDER  -  FOURTH    CLASS I
 KY3604
 KY3604.The horizontal coordinates were established by GPS observations
 KY3604.and adjusted by the National Geodetic Survey in April 1998..
 KY3604
 KY3604.The orthometric height was scaled from a topographic map.
 KY3604
 KY3604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3604
 KY3604.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3604
 KY3604.The ellipsoidal height was determined by GPS observations
 KY3604.and is referenced to NAD 83.
 KY3604
 KY3604.The geoid height was determined by GEOID03.
 KY3604
 KY3604;                    North         East     Units Scale Factor Converg.
 KY3604;SPC OH N     -   118,764.874   744,416.343   MT  0.99995709   +1 07 23.1
 KY3604;UTM  17      - 4,508,077.170   517,695.884   MT  0.99960385   +0 08 12.1
 KY3604
 KY3604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3604!SPC OH N     -   0.99995623  x   0.99995709  =   0.99991332
 KY3604!UTM  17      -   0.99995623  x   0.99960385  =   0.99956010
 KY3604
 KY3604                          SUPERSEDED SURVEY CONTROL
 KY3604
 KY3604  ELLIP H (04/01/98)  279.09   (m)                       GP(       ) 4 1
 KY3604  NAD 83(1986)-  40 43 24.35838(N)    080 47 25.67051(W) AD(       ) 2
 KY3604
 KY3604.Superseded values are not recommended for survey control.
 KY3604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3604.See file dsdata.txt to determine how the superseded data were derived.
 KY3604
 KY3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1769608077(NAD 83)
 KY3604_MARKER: DB = BENCH MARK DISK
 KY3604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY3604_SP_SET: DRILL HOLE IN CONCRETE PAD
 KY3604_STAMPING: 20 WSM 1959 1028
 KY3604_MARK LOGO: USGS  
 KY3604_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY3604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3604+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KY3604
 KY3604  HISTORY     - Date     Condition        Report By
 KY3604  HISTORY     - 1993     MONUMENTED       GEOMET
 KY3604
 KY3604                          STATION DESCRIPTION
 KY3604
 KY3604'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 KY3604'THE AZIMUTH MARK IS LOCATED IN COLUMBIANA COUNTY, OHIO ABOUT 3.3 MILES
 KY3604'SOUTHWEST OF THE VILLAGE OF LISBON.
 KY3604'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE 40,
 KY3604'STATE ROUTE 164, STATE ROUTE 517 AND U.S. 30 AT THE COURTHOUSE IN
 KY3604'LISBON PROCEED SOUTH ALONG STATE ROUTE 164 4.0 MILES TO THE AZIMUTH
 KY3604'MARK ON THE RIGHT.
 KY3604'THE AZIMUTH MARK IS A STANDARD USGS BENCH MARK CEMENTED IN A DRILL
 KY3604'HOLE IN A CONCRETE PAD STAMPED 20 WSM 1959 1028.
 KY3604'THE AZIMUTH MARK IS 19.2 FEET NORTHWEST FROM FENCE CORNER, 15.3 FEET
 KY3604'SOUTHWEST FROM THE SOUTHWEST END OF A CULVERT, AND 46.0 FEET
 KY3604'SOUTHEAST FROM A 46 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0694 ***********************************************************************
 JZ0694  DESIGNATION -  200
 JZ0694  PID         -  JZ0694
 JZ0694  STATE/COUNTY-  OH/HAMILTON
 JZ0694  USGS QUAD   -  BURLINGTON (1991)
 JZ0694
 JZ0694                         *CURRENT SURVEY CONTROL
 JZ0694  ___________________________________________________________________
 JZ0694* NAD 83(1986)-  39 06 18.     (N)    084 41 06.     (W)     SCALED    
 JZ0694* NAVD 88     -       155.890  (meters)     511.45   (feet)  ADJUSTED  
 JZ0694  ___________________________________________________________________
 JZ0694  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0694  DYNAMIC HT  -         155.792 (meters)     511.13  (feet)  COMP
 JZ0694  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 JZ0694
 JZ0694  VERT ORDER  -  FIRST     CLASS II
 JZ0694
 JZ0694.The horizontal coordinates were scaled from a topographic map and have
 JZ0694.an estimated accuracy of +/- 6 seconds.
 JZ0694
 JZ0694.The orthometric height was determined by differential leveling
 JZ0694.and adjusted by the National Geodetic Survey in June 1991..
 JZ0694
 JZ0694.The geoid height was determined by GEOID03.
 JZ0694
 JZ0694.The dynamic height is computed by dividing the NAVD 88
 JZ0694.geopotential number by the normal gravity value computed on the
 JZ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0694.degrees latitude (g = 980.6199 gals.).
 JZ0694
 JZ0694.The modeled gravity was interpolated from observed gravity values.
 JZ0694
 JZ0694;                    North         East    Units  Estimated Accuracy
 JZ0694;SPC OH S     -   124,960.      411,030.      MT  (+/- 180 meters Scaled)
 JZ0694
 JZ0694                          SUPERSEDED SURVEY CONTROL
 JZ0694
 JZ0694  NGVD 29 (??/??/92)  156.082  (m)          512.08   (f) ADJ UNCH    1 2
 JZ0694
 JZ0694.Superseded values are not recommended for survey control.
 JZ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0694.See file dsdata.txt to determine how the superseded data were derived.
 JZ0694
 JZ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ001309(NAD 83)
 JZ0694_MARKER: DT = TOPOGRAPHIC STATION DISK
 JZ0694_SETTING: 0 = UNSPECIFIED SETTING
 JZ0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0694
 JZ0694  HISTORY     - Date     Condition        Report By
 JZ0694  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0694  HISTORY     - 1947     GOOD             NGS
 JZ0694  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0694  HISTORY     - 20060604 GOOD             GEOCAC
 JZ0694
 JZ0694                          STATION DESCRIPTION
 JZ0694
 JZ0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0694'AT SAYLER PARK.
 JZ0694'AT SAYLER PARK, ON RIVER ROAD, AT THE JUNCTION OF RIVER ROAD
 JZ0694'AND WHIPPLE STREET, 25.9 FEET EAST OF POLE T 5953 AND H 18974,
 JZ0694'20 FEET FROM THE CENTERLINE OF WHIPPLE STREET, AND 6.1 FEET SOUTH
 JZ0694'OF THE NORTH SIDEWALK OF RIVER ROAD.
 JZ0694
 JZ0694                          STATION RECOVERY (1986)
 JZ0694
 JZ0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0694'MARK NOT FOUND.
 JZ0694
 JZ0694                          STATION RECOVERY (2006)
 JZ0694
 JZ0694'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0694'DESCRIPTION UPDATE
 JZ0694' 
 JZ0694'IN SAYLER PARK, AT THE JUNCTION OF GRACELY DRIVE AND WHIPPLE STREET,
 JZ0694'20 FEET EAST FROM THE CENTERLINE OF WHIPPLE STREET, AND 6.1 FEET SOUTH
 JZ0694'OF THE NORTH SIDEWALK OF GRACELY DRIVE. THE MARK CAN BE FOUND AT N39
 JZ0694'06.303 W84 41.094  NOTE - WHEN MARK WAS PLACED, GRACELY DRIVE WAS
 JZ0694'KNOWN AS RIVER ROAD.
 JZ0694' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0347 ***********************************************************************
 JZ0347  DESIGNATION -  2000
 JZ0347  PID         -  JZ0347
 JZ0347  STATE/COUNTY-  OH/HAMILTON
 JZ0347  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0347
 JZ0347                         *CURRENT SURVEY CONTROL
 JZ0347  ___________________________________________________________________
 JZ0347* NAD 83(1986)-  39 11 50.     (N)    084 27 32.     (W)     SCALED    
 JZ0347* NAVD 88     -       180.332  (meters)     591.64   (feet)  ADJUSTED  
 JZ0347  ___________________________________________________________________
 JZ0347  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0347  DYNAMIC HT  -         180.219 (meters)     591.27  (feet)  COMP
 JZ0347  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 JZ0347
 JZ0347  VERT ORDER  -  FIRST     CLASS II
 JZ0347
 JZ0347.The horizontal coordinates were scaled from a topographic map and have
 JZ0347.an estimated accuracy of +/- 6 seconds.
 JZ0347
 JZ0347.The orthometric height was determined by differential leveling
 JZ0347.and adjusted by the National Geodetic Survey in June 1991..
 JZ0347
 JZ0347.The geoid height was determined by GEOID03.
 JZ0347
 JZ0347.The dynamic height is computed by dividing the NAVD 88
 JZ0347.geopotential number by the normal gravity value computed on the
 JZ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0347.degrees latitude (g = 980.6199 gals.).
 JZ0347
 JZ0347.The modeled gravity was interpolated from observed gravity values.
 JZ0347
 JZ0347;                    North         East    Units  Estimated Accuracy
 JZ0347;SPC OH S     -   134,740.      430,800.      MT  (+/- 180 meters Scaled)
 JZ0347
 JZ0347                          SUPERSEDED SURVEY CONTROL
 JZ0347
 JZ0347  NGVD 29 (??/??/92)  180.506  (m)          592.21   (f) ADJ UNCH    1 2
 JZ0347
 JZ0347.Superseded values are not recommended for survey control.
 JZ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0347.See file dsdata.txt to determine how the superseded data were derived.
 JZ0347
 JZ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ194417(NAD 83)
 JZ0347_MARKER: DD = SURVEY DISK
 JZ0347_SETTING: 0 = UNSPECIFIED SETTING
 JZ0347_STAMPING: 2000 47
 JZ0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0347
 JZ0347  HISTORY     - Date     Condition        Report By
 JZ0347  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0347  HISTORY     - 1947     GOOD             NGS
 JZ0347
 JZ0347                          STATION DESCRIPTION
 JZ0347
 JZ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0347'AT CINCINNATI.
 JZ0347'AT CINCINNATI, HAMILTON COUNTY, AT THE SOUTHWEST CORNER OF THE
 JZ0347'INTERSECTION OF SECTION ROAD AND READING ROAD, 26.5 FEET SOUTH
 JZ0347'OF THE SOUTH CURB OF SECTION ROAD, AND 5.6 FEET WEST OF THE
 JZ0347'WEST CURB OF READING ROAD.  A CITY OF CINCINNATI STANDARD
 JZ0347'TRAVERSE-STATION DISK, STAMPED 2000 47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0346 ***********************************************************************
 JZ0346  DESIGNATION -  2001
 JZ0346  PID         -  JZ0346
 JZ0346  STATE/COUNTY-  OH/HAMILTON
 JZ0346  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0346
 JZ0346                         *CURRENT SURVEY CONTROL
 JZ0346  ___________________________________________________________________
 JZ0346* NAD 83(1986)-  39 11 49.     (N)    084 27 17.     (W)     SCALED    
 JZ0346* NAVD 88     -       180.475  (meters)     592.11   (feet)  ADJUSTED  
 JZ0346  ___________________________________________________________________
 JZ0346  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0346  DYNAMIC HT  -         180.361 (meters)     591.73  (feet)  COMP
 JZ0346  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 JZ0346
 JZ0346  VERT ORDER  -  FIRST     CLASS II
 JZ0346
 JZ0346.The horizontal coordinates were scaled from a topographic map and have
 JZ0346.an estimated accuracy of +/- 6 seconds.
 JZ0346
 JZ0346.The orthometric height was determined by differential leveling
 JZ0346.and adjusted by the National Geodetic Survey in June 1991..
 JZ0346
 JZ0346.The geoid height was determined by GEOID03.
 JZ0346
 JZ0346.The dynamic height is computed by dividing the NAVD 88
 JZ0346.geopotential number by the normal gravity value computed on the
 JZ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0346.degrees latitude (g = 980.6199 gals.).
 JZ0346
 JZ0346.The modeled gravity was interpolated from observed gravity values.
 JZ0346
 JZ0346;                    North         East    Units  Estimated Accuracy
 JZ0346;SPC OH S     -   134,700.      431,160.      MT  (+/- 180 meters Scaled)
 JZ0346
 JZ0346                          SUPERSEDED SURVEY CONTROL
 JZ0346
 JZ0346  NGVD 29 (??/??/92)  180.648  (m)          592.68   (f) ADJ UNCH    1 2
 JZ0346
 JZ0346.Superseded values are not recommended for survey control.
 JZ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0346.See file dsdata.txt to determine how the superseded data were derived.
 JZ0346
 JZ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ198417(NAD 83)
 JZ0346_MARKER: DD = SURVEY DISK
 JZ0346_SETTING: 0 = UNSPECIFIED SETTING
 JZ0346_STAMPING: 2001 47
 JZ0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0346
 JZ0346  HISTORY     - Date     Condition        Report By
 JZ0346  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0346  HISTORY     - 1947     GOOD             NGS
 JZ0346
 JZ0346                          STATION DESCRIPTION
 JZ0346
 JZ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0346'AT CINCINNATI.
 JZ0346'AT CINCINNATI, HAMILTON COUNTY, ON SECTION ROAD, 0.25 MILE EAST
 JZ0346'OF READING ROAD, 4.0 FEET SOUTH OF THE SOUTH CURB OF SECTION
 JZ0346'ROAD, AND 3.5 FEET EAST OF THE EAST EDGE OF A DRIVEWAY TO A
 JZ0346'2-STORY BRICK HOUSE 1857.  A CITY OF CINCINNATI STANDARD
 JZ0346'TRAVERSE-STATION DISK, STAMPED 2001 47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0345 ***********************************************************************
 JZ0345  DESIGNATION -  2002
 JZ0345  PID         -  JZ0345
 JZ0345  STATE/COUNTY-  OH/HAMILTON
 JZ0345  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0345
 JZ0345                         *CURRENT SURVEY CONTROL
 JZ0345  ___________________________________________________________________
 JZ0345* NAD 83(1986)-  39 11 46.     (N)    084 26 05.     (W)     SCALED    
 JZ0345* NAVD 88     -       197.522  (meters)     648.04   (feet)  ADJUSTED  
 JZ0345  ___________________________________________________________________
 JZ0345  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0345  DYNAMIC HT  -         197.397 (meters)     647.63  (feet)  COMP
 JZ0345  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JZ0345
 JZ0345  VERT ORDER  -  FIRST     CLASS II
 JZ0345
 JZ0345.The horizontal coordinates were scaled from a topographic map and have
 JZ0345.an estimated accuracy of +/- 6 seconds.
 JZ0345
 JZ0345.The orthometric height was determined by differential leveling
 JZ0345.and adjusted by the National Geodetic Survey in June 1991..
 JZ0345
 JZ0345.The geoid height was determined by GEOID03.
 JZ0345
 JZ0345.The dynamic height is computed by dividing the NAVD 88
 JZ0345.geopotential number by the normal gravity value computed on the
 JZ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0345.degrees latitude (g = 980.6199 gals.).
 JZ0345
 JZ0345.The modeled gravity was interpolated from observed gravity values.
 JZ0345
 JZ0345;                    North         East    Units  Estimated Accuracy
 JZ0345;SPC OH S     -   134,570.      432,890.      MT  (+/- 180 meters Scaled)
 JZ0345
 JZ0345                          SUPERSEDED SURVEY CONTROL
 JZ0345
 JZ0345  NGVD 29 (??/??/92)  197.695  (m)          648.60   (f) ADJ UNCH    1 2
 JZ0345
 JZ0345.Superseded values are not recommended for survey control.
 JZ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0345.See file dsdata.txt to determine how the superseded data were derived.
 JZ0345
 JZ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ215416(NAD 83)
 JZ0345_MARKER: DD = SURVEY DISK
 JZ0345_SETTING: 0 = UNSPECIFIED SETTING
 JZ0345_STAMPING: 2002 47
 JZ0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0345
 JZ0345  HISTORY     - Date     Condition        Report By
 JZ0345  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0345  HISTORY     - 1947     GOOD             NGS
 JZ0345
 JZ0345                          STATION DESCRIPTION
 JZ0345
 JZ0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0345'AT AMBERLY VILLAGE.
 JZ0345'AT AMBERLY VILLAGE, HAMILTON COUNTY, 0.20 MILE WEST OF RIDGE
 JZ0345'ROAD, 33.0 FEET SOUTH OF A FENCE LINE, 24.0 FEET NORTHWEST OF POLE
 JZ0345'H31303, 21 FEET NORTH OF THE NORTH CURB OF SECTION ROAD, AND 50
 JZ0345'YARDS EAST OF A SHED AT THE ENTRANCE TO ARACOMA SUBDIVISION.
 JZ0345'A CITY OF CINCINNATI STANDARD TRAVERSE-STATION DISK, STAMPED
 JZ0345'2002 47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0344 ***********************************************************************
 JZ0344  DESIGNATION -  2003
 JZ0344  PID         -  JZ0344
 JZ0344  STATE/COUNTY-  OH/HAMILTON
 JZ0344  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0344
 JZ0344                         *CURRENT SURVEY CONTROL
 JZ0344  ___________________________________________________________________
 JZ0344* NAD 83(1986)-  39 11 44.     (N)    084 25 52.     (W)     SCALED    
 JZ0344* NAVD 88     -       202.464  (meters)     664.25   (feet)  ADJUSTED  
 JZ0344  ___________________________________________________________________
 JZ0344  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0344  DYNAMIC HT  -         202.336 (meters)     663.83  (feet)  COMP
 JZ0344  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 JZ0344
 JZ0344  VERT ORDER  -  FIRST     CLASS II
 JZ0344
 JZ0344.The horizontal coordinates were scaled from a topographic map and have
 JZ0344.an estimated accuracy of +/- 6 seconds.
 JZ0344
 JZ0344.The orthometric height was determined by differential leveling
 JZ0344.and adjusted by the National Geodetic Survey in June 1991..
 JZ0344
 JZ0344.The geoid height was determined by GEOID03.
 JZ0344
 JZ0344.The dynamic height is computed by dividing the NAVD 88
 JZ0344.geopotential number by the normal gravity value computed on the
 JZ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0344.degrees latitude (g = 980.6199 gals.).
 JZ0344
 JZ0344.The modeled gravity was interpolated from observed gravity values.
 JZ0344
 JZ0344;                    North         East    Units  Estimated Accuracy
 JZ0344;SPC OH S     -   134,510.      433,200.      MT  (+/- 180 meters Scaled)
 JZ0344
 JZ0344                          SUPERSEDED SURVEY CONTROL
 JZ0344
 JZ0344  NGVD 29 (??/??/92)  202.637  (m)          664.82   (f) ADJ UNCH    1 2
 JZ0344
 JZ0344.Superseded values are not recommended for survey control.
 JZ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0344.See file dsdata.txt to determine how the superseded data were derived.
 JZ0344
 JZ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ218416(NAD 83)
 JZ0344_MARKER: DD = SURVEY DISK
 JZ0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0344_STAMPING: 2003 47
 JZ0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0344+STABILITY: SURFACE MOTION
 JZ0344
 JZ0344  HISTORY     - Date     Condition        Report By
 JZ0344  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0344  HISTORY     - 1947     GOOD             NGS
 JZ0344
 JZ0344                          STATION DESCRIPTION
 JZ0344
 JZ0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0344'AT AMBERLY VILLAGE.
 JZ0344'AT AMBERLY VILLAGE, HAMILTON COUNTY, IN THE SOUTHEAST CORNER OF
 JZ0344'THE INTERSECTION OF SECTION ROAD AND RIDGE ROAD, 29.0 FEET EAST
 JZ0344'OF THE NORTHEAST POLE 621-29, 21.4 FEET SOUTH OF THE CENTERLINE
 JZ0344'OF SECTION ROAD, 1.3 FEET NORTHWEST OF A FENCE CORNER AND LEVEL
 JZ0344'WITH SECTION ROAD.  A CITY OF CINCINNATI TRAVERSE-STATION DISK,
 JZ0344'STAMPED 2003 47 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JZ0344'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0321 ***********************************************************************
 JZ0321  DESIGNATION -  2005
 JZ0321  PID         -  JZ0321
 JZ0321  STATE/COUNTY-  OH/HAMILTON
 JZ0321  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0321
 JZ0321                         *CURRENT SURVEY CONTROL
 JZ0321  ___________________________________________________________________
 JZ0321* NAD 83(1986)-  39 11 30.     (N)    084 22 31.     (W)     SCALED    
 JZ0321* NAVD 88     -       258.296  (meters)     847.43   (feet)  ADJUSTED  
 JZ0321  ___________________________________________________________________
 JZ0321  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ0321  DYNAMIC HT  -         258.133 (meters)     846.89  (feet)  COMP
 JZ0321  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 JZ0321
 JZ0321  VERT ORDER  -  FIRST     CLASS II
 JZ0321
 JZ0321.The horizontal coordinates were scaled from a topographic map and have
 JZ0321.an estimated accuracy of +/- 6 seconds.
 JZ0321
 JZ0321.The orthometric height was determined by differential leveling
 JZ0321.and adjusted by the National Geodetic Survey in June 1991..
 JZ0321
 JZ0321.The geoid height was determined by GEOID03.
 JZ0321
 JZ0321.The dynamic height is computed by dividing the NAVD 88
 JZ0321.geopotential number by the normal gravity value computed on the
 JZ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0321.degrees latitude (g = 980.6199 gals.).
 JZ0321
 JZ0321.The modeled gravity was interpolated from observed gravity values.
 JZ0321
 JZ0321;                    North         East    Units  Estimated Accuracy
 JZ0321;SPC OH S     -   133,970.      438,010.      MT  (+/- 180 meters Scaled)
 JZ0321
 JZ0321                          SUPERSEDED SURVEY CONTROL
 JZ0321
 JZ0321  NGVD 29 (??/??/92)  258.470  (m)          848.00   (f) ADJ UNCH    1 2
 JZ0321
 JZ0321.Superseded values are not recommended for survey control.
 JZ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0321.See file dsdata.txt to determine how the superseded data were derived.
 JZ0321
 JZ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ266413(NAD 83)
 JZ0321_MARKER: DD = SURVEY DISK
 JZ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0321_STAMPING: 2005 47
 JZ0321_MARK LOGO: OH1610
 JZ0321_PROJECTION: FLUSH
 JZ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0321+STABILITY: SURFACE MOTION
 JZ0321
 JZ0321  HISTORY     - Date     Condition        Report By
 JZ0321  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0321  HISTORY     - 1947     GOOD             NGS
 JZ0321  HISTORY     - 1984     GOOD             NGS
 JZ0321
 JZ0321                          STATION DESCRIPTION
 JZ0321
 JZ0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0321'0.4 MI E FROM MADEIRA.
 JZ0321'0.45 MILE EAST ALONG EUCLID ROAD FROM 6800 BLOCK OF KENWOOD ROAD
 JZ0321'AT MADEIRA, HAMILTON COUNTY, 23 FEET SOUTHEAST OF POLE 16-108, 20
 JZ0321'FEET EAST OF THE WEST LINE OF A 2-STORY BRICK HOUSE 6832, 10 FEET
 JZ0321'SOUTH OF THE SOUTH CURB OF EUCLID ROAD, AND ABOUT 3 FEET ABOVE
 JZ0321'THE LEVEL OF THE ROAD.  A CITY OF CINCINNATI TRAVERSE-STATION
 JZ0321'STANDARD DISK, STAMPED 2005 47 AND SET IN THE TOP OF A CONCRETE
 JZ0321'POST FLUSH WITH THE GROUND.
 JZ0321
 JZ0321                          STATION RECOVERY (1984)
 JZ0321
 JZ0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0321'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 0.5 KM (0.3 MI)
 JZ0321'EAST ALONG EUCLID AVENUE FROM THE INTERSECTION OF KENWOOD ROAD IN
 JZ0321'KENWOOD TO THE JUNCTION OF NODDING WAY AND THE MARK ON THE RIGHT, AT
 JZ0321'THE WEST EDGE OF A PRIVATE DIRVE LEADING TO A ONE STORY BRICK HOUSE
 JZ0321'NUMBER 6809 AND ACROSS THE ROAD FROM A TWO STORY BRICK HOUSE NUMBER
 JZ0321'6832, 7.62 METERS (25.0 FT) SOUTH OF THE CENTERLINE OF EUCLID AVENUE,
 JZ0321'15.54 METERS (51.0 FT) EAST OF THE EXTENDED CENTER OF NODDING WAY,
 JZ0321'6.21 METERS (20.4 FT) SOUTHWEST OF UTILITY POLE 447 WITH TRANSFORMER,
 JZ0321'1.82 METERS (6.0 FT) WEST OF THE CENTER OF THE PRIVATE DRIVE.
 JZ0321'NOTE--NOT LEVELED TO IN 1984.
 JZ0321'THE MARK IS 0.61 M ABOVE EUCLID AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0320 ***********************************************************************
 JZ0320  DESIGNATION -  2006
 JZ0320  PID         -  JZ0320
 JZ0320  STATE/COUNTY-  OH/HAMILTON
 JZ0320  USGS QUAD   -  MADEIRA (1988)
 JZ0320
 JZ0320                         *CURRENT SURVEY CONTROL
 JZ0320  ___________________________________________________________________
 JZ0320* NAD 83(1986)-  39 11 29.     (N)    084 21 36.     (W)     SCALED    
 JZ0320* NAVD 88     -       243.056  (meters)     797.43   (feet)  ADJUSTED  
 JZ0320  ___________________________________________________________________
 JZ0320  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ0320  DYNAMIC HT  -         242.904 (meters)     796.93  (feet)  COMP
 JZ0320  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JZ0320
 JZ0320  VERT ORDER  -  FIRST     CLASS II
 JZ0320
 JZ0320.The horizontal coordinates were scaled from a topographic map and have
 JZ0320.an estimated accuracy of +/- 6 seconds.
 JZ0320
 JZ0320.The orthometric height was determined by differential leveling
 JZ0320.and adjusted by the National Geodetic Survey in June 1991..
 JZ0320
 JZ0320.The geoid height was determined by GEOID03.
 JZ0320
 JZ0320.The dynamic height is computed by dividing the NAVD 88
 JZ0320.geopotential number by the normal gravity value computed on the
 JZ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0320.degrees latitude (g = 980.6199 gals.).
 JZ0320
 JZ0320.The modeled gravity was interpolated from observed gravity values.
 JZ0320
 JZ0320;                    North         East    Units  Estimated Accuracy
 JZ0320;SPC OH S     -   133,920.      439,330.      MT  (+/- 180 meters Scaled)
 JZ0320
 JZ0320                          SUPERSEDED SURVEY CONTROL
 JZ0320
 JZ0320  NGVD 29 (??/??/92)  243.232  (m)          798.00   (f) ADJ UNCH    1 2
 JZ0320
 JZ0320.Superseded values are not recommended for survey control.
 JZ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0320.See file dsdata.txt to determine how the superseded data were derived.
 JZ0320
 JZ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ280413(NAD 83)
 JZ0320_MARKER: DD = SURVEY DISK
 JZ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0320_STAMPING: 2006 47
 JZ0320_MARK LOGO: OH1610
 JZ0320_PROJECTION: RECESSED 5 CENTIMETERS
 JZ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0320+STABILITY: SURFACE MOTION
 JZ0320
 JZ0320  HISTORY     - Date     Condition        Report By
 JZ0320  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0320  HISTORY     - 1947     GOOD             NGS
 JZ0320  HISTORY     - 1984     GOOD             NGS
 JZ0320
 JZ0320                          STATION DESCRIPTION
 JZ0320
 JZ0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0320'0.3 MI W FROM MADEIRA.
 JZ0320'0.3 MILE WEST ALONG EUCLID ROAD FROM CAMERGO ROAD AT MADEIRA,
 JZ0320'HAMILTON COUNTY, 1.5 FEET NORTH OF THE NORTH CURB OF EUCLID ROAD,
 JZ0320'40 FEET EAST OF THE EAST EDGE OF A DRIVEWAY TO A 1-1/2-STORY
 JZ0320'FRAME HOUSE OCCUPIED BY MILTON FLOER, 5.6 FEET WEST OF A FIRE
 JZ0320'HYDRANT, 39.0 FEET EAST OF POLE H-71309 BETWEEN THE CURB AND THE
 JZ0320'SIDEWALK.  A CITY OF CINCINNATI TRAVERSE-STATION STANDARD DISK,
 JZ0320'STAMPED 2006 47 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JZ0320'WITH THE GROUND.
 JZ0320
 JZ0320                          STATION RECOVERY (1984)
 JZ0320
 JZ0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0320'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MADEIRA,
 JZ0320'0.5 KM (0.3 MI) WEST ALONG EUCLID AVENUE FROM THE JUNCTION OF CAMARGO
 JZ0320'ROAD TO THE MARK ON THE RIGHT, AT THE WEST EDGE OF PROPERTY OWNED BY
 JZ0320'MR. POHLMAN AT 7814 EUCLID AVENUE, BETWEEN THE CURB AND SIDEWALK,
 JZ0320'5.30 METERS (17.4 FT) NORTH OF THE CENTERLINE OF EUCLID AVENUE,
 JZ0320'20.08 METERS (65.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JZ0320'TWO STORY BRICK HOUSE NUMBER 7814, 1.70 METERS (5.6 FT) WEST OF A FIRE
 JZ0320'HYDRANT, 0.24 METER (0.8 FT) EAST OF THE EAST EDGE OF A PAVED DRIVE
 JZ0320'LEADING TO A ONE AND A HALF STORY FRAME HOUSE NUMBER 7810.  NOTE--NOT
 JZ0320'LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0319 ***********************************************************************
 JZ0319  DESIGNATION -  2007
 JZ0319  PID         -  JZ0319
 JZ0319  STATE/COUNTY-  OH/HAMILTON
 JZ0319  USGS QUAD   -  MADEIRA (1988)
 JZ0319
 JZ0319                         *CURRENT SURVEY CONTROL
 JZ0319  ___________________________________________________________________
 JZ0319* NAD 83(1986)-  39 11 25.     (N)    084 21 16.     (W)     SCALED    
 JZ0319* NAVD 88     -       227.139  (meters)     745.21   (feet)  ADJUSTED  
 JZ0319  ___________________________________________________________________
 JZ0319  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ0319  DYNAMIC HT  -         226.996 (meters)     744.74  (feet)  COMP
 JZ0319  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 JZ0319
 JZ0319  VERT ORDER  -  FIRST     CLASS II
 JZ0319
 JZ0319.The horizontal coordinates were scaled from a topographic map and have
 JZ0319.an estimated accuracy of +/- 6 seconds.
 JZ0319
 JZ0319.The orthometric height was determined by differential leveling
 JZ0319.and adjusted by the National Geodetic Survey in June 1991..
 JZ0319
 JZ0319.The geoid height was determined by GEOID03.
 JZ0319
 JZ0319.The dynamic height is computed by dividing the NAVD 88
 JZ0319.geopotential number by the normal gravity value computed on the
 JZ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0319.degrees latitude (g = 980.6199 gals.).
 JZ0319
 JZ0319.The modeled gravity was interpolated from observed gravity values.
 JZ0319
 JZ0319;                    North         East    Units  Estimated Accuracy
 JZ0319;SPC OH S     -   133,780.      439,810.      MT  (+/- 180 meters Scaled)
 JZ0319
 JZ0319                          SUPERSEDED SURVEY CONTROL
 JZ0319
 JZ0319  NGVD 29 (??/??/92)  227.314  (m)          745.78   (f) ADJ UNCH    1 2
 JZ0319
 JZ0319.Superseded values are not recommended for survey control.
 JZ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0319.See file dsdata.txt to determine how the superseded data were derived.
 JZ0319
 JZ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ284412(NAD 83)
 JZ0319_MARKER: DD = SURVEY DISK
 JZ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0319_SP_SET: CONCRETE POST
 JZ0319_STAMPING: 2007 47
 JZ0319_MARK LOGO: OH1610
 JZ0319_PROJECTION: PROJECTING 5 CENTIMETERS
 JZ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0319+STABILITY: SURFACE MOTION
 JZ0319
 JZ0319  HISTORY     - Date     Condition        Report By
 JZ0319  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0319  HISTORY     - 1947     GOOD             NGS
 JZ0319  HISTORY     - 1984     GOOD             NGS
 JZ0319
 JZ0319                          STATION DESCRIPTION
 JZ0319
 JZ0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0319'AT MADEIRA.
 JZ0319'AT MADEIRA, HAMILTON COUNTY, AT THE JUNCTION OF CAMARGO ROAD
 JZ0319'AND EUCLID ROAD, 16.5 FEET SOUTHEAST OF THE CENTERLINE OF
 JZ0319'CAMARGO ROAD, 29.6 FEET NORTHEAST OF POLE 140-18, 2 FEET
 JZ0319'SOUTHEAST OF A GUARDRAIL, IN LINE WITH THE CENTERLINE OF EUCLID
 JZ0319'ROAD, AND LEVEL WITH THE GROUND.  A CITY OF CINCINNATI
 JZ0319'TRAVERSE-STATION STANDARD DISK, STAMPED 2007 47.
 JZ0319
 JZ0319                          STATION RECOVERY (1984)
 JZ0319
 JZ0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0319'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE WITH
 JZ0319'THE FOLLOWING CORRECTIONS-- EUCLID ROAD IS NOW EUCLID AVENUE, CHANGE
 JZ0319'29.6 FEET NORTHEAST OF POLE 140-18 TO 9.26 METERS (30.4 FT) NORTHEAST
 JZ0319'OF UTILITY POLE NUMBER 202 WITH FIVE GUY WIRES, DELETE--2 FEET
 JZ0319'SOUTHEAST OF A GUARDRAIL, CHANGE--LEVEL WITH THE GROUND TO LEVEL WITH
 JZ0319'CAMARGO ROAD.  NOTE--NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0318 ***********************************************************************
 JZ0318  DESIGNATION -  2008
 JZ0318  PID         -  JZ0318
 JZ0318  STATE/COUNTY-  OH/HAMILTON
 JZ0318  USGS QUAD   -  MADEIRA (1988)
 JZ0318
 JZ0318                         *CURRENT SURVEY CONTROL
 JZ0318  ___________________________________________________________________
 JZ0318* NAD 83(1986)-  39 11 16.     (N)    084 21 37.     (W)     SCALED    
 JZ0318* NAVD 88     -       231.324  (meters)     758.94   (feet)  ADJUSTED  
 JZ0318  ___________________________________________________________________
 JZ0318  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ0318  DYNAMIC HT  -         231.178 (meters)     758.46  (feet)  COMP
 JZ0318  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 JZ0318
 JZ0318  VERT ORDER  -  FIRST     CLASS II
 JZ0318
 JZ0318.The horizontal coordinates were scaled from a topographic map and have
 JZ0318.an estimated accuracy of +/- 6 seconds.
 JZ0318
 JZ0318.The orthometric height was determined by differential leveling
 JZ0318.and adjusted by the National Geodetic Survey in June 1991..
 JZ0318
 JZ0318.The geoid height was determined by GEOID03.
 JZ0318
 JZ0318.The dynamic height is computed by dividing the NAVD 88
 JZ0318.geopotential number by the normal gravity value computed on the
 JZ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0318.degrees latitude (g = 980.6199 gals.).
 JZ0318
 JZ0318.The modeled gravity was interpolated from observed gravity values.
 JZ0318
 JZ0318;                    North         East    Units  Estimated Accuracy
 JZ0318;SPC OH S     -   133,510.      439,300.      MT  (+/- 180 meters Scaled)
 JZ0318
 JZ0318                          SUPERSEDED SURVEY CONTROL
 JZ0318
 JZ0318  NGVD 29 (??/??/92)  231.498  (m)          759.51   (f) ADJ UNCH    1 2
 JZ0318
 JZ0318.Superseded values are not recommended for survey control.
 JZ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0318.See file dsdata.txt to determine how the superseded data were derived.
 JZ0318
 JZ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ279409(NAD 83)
 JZ0318_MARKER: DD = SURVEY DISK
 JZ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0318_SP_SET: CONCRETE POST
 JZ0318_STAMPING: 2008 47
 JZ0318_MARK LOGO: OH1610
 JZ0318_PROJECTION: FLUSH
 JZ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0318+STABILITY: SURFACE MOTION
 JZ0318
 JZ0318  HISTORY     - Date     Condition        Report By
 JZ0318  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0318  HISTORY     - 1947     GOOD             NGS
 JZ0318  HISTORY     - 1984     GOOD             NGS
 JZ0318
 JZ0318                          STATION DESCRIPTION
 JZ0318
 JZ0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0318'0.4 MI NE FROM MADEIRA.
 JZ0318'0.4 MILE NORTHEAST ALONG CAMERGO ROAD FROM THE 7800 BLOCK MIAMI
 JZ0318'ROAD AT MADEIRA, HAMILTON COUNTY, 17.9 FEET NORTHWEST OF THE
 JZ0318'CENTERLINE OF CAMARGO ROAD, 23.7 FEET SOUTHWEST OF POLE
 JZ0318'140-10, 9.8 FEET EAST OF THE EAST LINE OF A 2-STORY BRICK HOUSE
 JZ0318'7832, BETWEEN THE CURB AND THE SIDEWALK AND LEVEL WITH THE
 JZ0318'SIDEWALK.  A CITY OF CINCINNATI TRAVERSE-STATION STANDARD DISK,
 JZ0318'STAMPED 2008 47.
 JZ0318
 JZ0318                          STATION RECOVERY (1984)
 JZ0318
 JZ0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0318'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MADERIA,
 JZ0318'0.3 KM (0.2 MI) NORTHEAST ALONG CAMARGO ROAD FROM THE INTERSECTION OF
 JZ0318'MIAMI AVENUE TO THE MARK ON THE LEFT, AT THE EDGE OF A PAVED ROAD
 JZ0318'LEADING TO A TWO STORY FRAME HOUSE, 5.30 METERS (17.4 FT)
 JZ0318'NORTH-NORTHWEST OF THE CENTERLINE OF CAMARGO ROAD, 9.50 METERS
 JZ0318'(31.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY BRICK HOUSE
 JZ0318'NUMBER 7832, 7.44 METERS (24.4 FT) SOUTHWEST OF UTILITY POLE 1992 WITH
 JZ0318'A TRANSFORMER.  NOTE--NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0350 ***********************************************************************
 JZ0350  DESIGNATION -  2009
 JZ0350  PID         -  JZ0350
 JZ0350  STATE/COUNTY-  OH/HAMILTON
 JZ0350  USGS QUAD   -  MADEIRA (1988)
 JZ0350
 JZ0350                         *CURRENT SURVEY CONTROL
 JZ0350  ___________________________________________________________________
 JZ0350* NAD 83(1986)-  39 10 52.     (N)    084 22 13.     (W)     SCALED    
 JZ0350* NAVD 88     -       221.529  (meters)     726.80   (feet)  ADJUSTED  
 JZ0350  ___________________________________________________________________
 JZ0350  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0350  DYNAMIC HT  -         221.389 (meters)     726.34  (feet)  COMP
 JZ0350  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JZ0350
 JZ0350  VERT ORDER  -  FIRST     CLASS II
 JZ0350
 JZ0350.The horizontal coordinates were scaled from a topographic map and have
 JZ0350.an estimated accuracy of +/- 6 seconds.
 JZ0350
 JZ0350.The orthometric height was determined by differential leveling
 JZ0350.and adjusted by the National Geodetic Survey in June 1991..
 JZ0350
 JZ0350.The geoid height was determined by GEOID03.
 JZ0350
 JZ0350.The dynamic height is computed by dividing the NAVD 88
 JZ0350.geopotential number by the normal gravity value computed on the
 JZ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0350.degrees latitude (g = 980.6199 gals.).
 JZ0350
 JZ0350.The modeled gravity was interpolated from observed gravity values.
 JZ0350
 JZ0350;                    North         East    Units  Estimated Accuracy
 JZ0350;SPC OH S     -   132,790.      438,420.      MT  (+/- 180 meters Scaled)
 JZ0350
 JZ0350                          SUPERSEDED SURVEY CONTROL
 JZ0350
 JZ0350  NGVD 29 (??/??/92)  221.703  (m)          727.37   (f) ADJ UNCH    1 2
 JZ0350
 JZ0350.Superseded values are not recommended for survey control.
 JZ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0350.See file dsdata.txt to determine how the superseded data were derived.
 JZ0350
 JZ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ271401(NAD 83)
 JZ0350_MARKER: DD = SURVEY DISK
 JZ0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0350_STAMPING: 2009
 JZ0350_MARK LOGO: OH1610
 JZ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0350+STABILITY: SURFACE MOTION
 JZ0350
 JZ0350  HISTORY     - Date     Condition        Report By
 JZ0350  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0350  HISTORY     - 1947     GOOD             NGS
 JZ0350  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0350
 JZ0350                          STATION DESCRIPTION
 JZ0350
 JZ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0350'AT MADEIRA.
 JZ0350'AT MADEIRA, HAMILTON COUNTY, AT THE SOUTHEAST CORNER OF CAMARGO
 JZ0350'ROAD AND SHAWNEE RUN ROAD, 39.8 FEET EAST OF A WATER VALVE AT THE
 JZ0350'INTERSECTION, 28.6 FEET SOUTHEAST OF A MANHOLE COVER, AND 2 FEET
 JZ0350'SOUTH OF A 3-FOOT CEMENT WALK.  A CITY OF CINCINNATI STANDARD
 JZ0350'TRAVERSE-STATION DISK STAMPED 2009 AND SET IN THE TOP OF A
 JZ0350'CONCRETE POST FLUSH WITH THE GROUND.
 JZ0350
 JZ0350                          STATION RECOVERY (1984)
 JZ0350
 JZ0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0350'NOT RECOVERED, NO EVIDENCE OF MARK WAS FOUND AT THE DESCRIBED
 JZ0350'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6808 ***********************************************************************
 AI6808  DESIGNATION -  201
 AI6808  PID         -  AI6808
 AI6808  STATE/COUNTY-  OH/CLERMONT
 AI6808  USGS QUAD   -  FAYETTEVILLE (1974)
 AI6808
 AI6808                         *CURRENT SURVEY CONTROL
 AI6808  ___________________________________________________________________
 AI6808* NAD 83(1995)-  39 14 26.46007(N)    083 59 41.20167(W)     ADJUSTED  
 AI6808* NAVD 88     -       294.6    (meters)     967.     (feet)  GPS OBS   
 AI6808  ___________________________________________________________________
 AI6808  X           -     517,516.217 (meters)                     COMP
 AI6808  Y           -  -4,919,524.971 (meters)                     COMP
 AI6808  Z           -   4,013,212.270 (meters)                     COMP
 AI6808  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 AI6808  ELLIP HEIGHT-         261.13  (meters)          (10/07/05) GPS OBS
 AI6808  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AI6808
 AI6808  HORZ ORDER  -  FIRST
 AI6808  ELLP ORDER  -  THIRD     CLASS II
 AI6808
 AI6808.The horizontal coordinates were established by GPS observations
 AI6808.and adjusted by the National Geodetic Survey in August 2000..
 AI6808
 AI6808.The orthometric height was determined by GPS observations and a
 AI6808.high-resolution geoid model.
 AI6808
 AI6808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6808
 AI6808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6808
 AI6808.The ellipsoidal height was determined by GPS observations
 AI6808.and is referenced to NAD 83.
 AI6808
 AI6808.The geoid height was determined by GEOID03.
 AI6808
 AI6808;                    North         East     Units Scale Factor Converg.
 AI6808;SPC OH S     -   138,800.098   470,966.330   MT  0.99993904   -0 56 54.5
 AI6808;UTM  17      - 4,347,761.160   241,534.006   MT  1.00042263   -1 53 43.7
 AI6808;UTM  16      - 4,347,791.047   759,367.493   MT  1.00042838   +1 54 07.6
 AI6808
 AI6808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6808!SPC OH S     -   0.99995903  x   0.99993904  =   0.99989807
 AI6808!UTM  17      -   0.99995903  x   1.00042263  =   1.00038165
 AI6808!UTM  16      -   0.99995903  x   1.00042838  =   1.00038739
 AI6808
 AI6808                          SUPERSEDED SURVEY CONTROL
 AI6808
 AI6808.No superseded survey control is available for this station.
 AI6808
 AI6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4153447761(NAD 83)
 AI6808_MARKER: DD = SURVEY DISK
 AI6808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6808_STAMPING: GPS 201 1994
 AI6808_MARK LOGO: OH-025
 AI6808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6808+STABILITY: SURFACE MOTION
 AI6808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6808+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AI6808
 AI6808  HISTORY     - Date     Condition        Report By
 AI6808  HISTORY     - 1994     MONUMENTED       WOOLPT
 AI6808
 AI6808                          STATION DESCRIPTION
 AI6808
 AI6808'DESCRIBED BY WOOLPERT CONSULTANTS 1994 (SRG)
 AI6808'THE STATION IS LOCATED APPROXIMATELY 10.8 MI (17.4 KM) WEST OF
 AI6808'LYNCHBURG, 5.2 MI (8.4 KM) NORTHWEST OF FAYETTEVILLE, AND 3.5 MI (5.6
 AI6808'KM) SOUTH OF BLANCHESTER.  THE STATION IS JUST SOUTHEAST OF THE
 AI6808'SOUTHEAST CORNER FORMED BY THE INTERSECTION OF LUCAS ROAD AND NO.  9
 AI6808'ROAD.
 AI6808'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 133 AND STATE
 AI6808'ROUTE 123, SOUTH OF BLANCHESTER, GO WEST-SOUTHWEST ALONG SR 133 FOR
 AI6808'2.6 MI (4.2 KM) TO THE CLINTON-WARREN COUNTY LINE.  CONTINUE SOUTHWEST
 AI6808'ALONG SR 133 FOR 0.35 MI (0.56 KM) TO LUCAS ROAD ON THE LEFT.  TURN
 AI6808'LEFT AND GO EAST ALONG LUCAS ROAD FOR 0.6 MI (1.0 KM) TO A FOUR-WAY
 AI6808'STOP.  TURN RIGHT AND FLLOW LUCAS ROAD SOUTHEAST FOR 1.3 MI (2.1 KM)
 AI6808'TO THE STATION OF THE RIGHT, JUST BEYOND THE JUCTION WITH NO.  9 ROAD.
 AI6808'THE STATION IS LOCATED APPROXIMATELY 56.51 FT (17.22 M) SOUTHEAST OF A
 AI6808'POWER POLE AT THE NORTHWEST CORNER OF THE INTERSECTION OF LUCAS ROAD
 AI6808'AND NO.  9 ROAD, 47.90 FT (14.60 M) EAST-SOUTHEAST OF A FENCE POST,
 AI6808'AND 12.45 FT (3.79 M) SOUTHWEST OF THE CENTERLINE OF LUCAS ROAD.  THE
 AI6808'STATION IS A STANDARD CLERMONT COUNTY SURVEY DISK SET IN A CONCRETE
 AI6808'MONUMENT AND STAMPED --C.C.  HARTMAN GM CARTER--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0351 ***********************************************************************
 JZ0351  DESIGNATION -  2010
 JZ0351  PID         -  JZ0351
 JZ0351  STATE/COUNTY-  OH/HAMILTON
 JZ0351  USGS QUAD   -  MADEIRA (1988)
 JZ0351
 JZ0351                         *CURRENT SURVEY CONTROL
 JZ0351  ___________________________________________________________________
 JZ0351* NAD 83(1986)-  39 10 46.     (N)    084 22 23.     (W)     SCALED    
 JZ0351* NAVD 88     -       217.162  (meters)     712.47   (feet)  ADJUSTED  
 JZ0351  ___________________________________________________________________
 JZ0351  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0351  DYNAMIC HT  -         217.024 (meters)     712.02  (feet)  COMP
 JZ0351  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JZ0351
 JZ0351  VERT ORDER  -  FIRST     CLASS II
 JZ0351
 JZ0351.The horizontal coordinates were scaled from a topographic map and have
 JZ0351.an estimated accuracy of +/- 6 seconds.
 JZ0351
 JZ0351.The orthometric height was determined by differential leveling
 JZ0351.and adjusted by the National Geodetic Survey in June 1991..
 JZ0351
 JZ0351.The geoid height was determined by GEOID03.
 JZ0351
 JZ0351.The dynamic height is computed by dividing the NAVD 88
 JZ0351.geopotential number by the normal gravity value computed on the
 JZ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0351.degrees latitude (g = 980.6199 gals.).
 JZ0351
 JZ0351.The modeled gravity was interpolated from observed gravity values.
 JZ0351
 JZ0351;                    North         East    Units  Estimated Accuracy
 JZ0351;SPC OH S     -   132,610.      438,180.      MT  (+/- 180 meters Scaled)
 JZ0351
 JZ0351                          SUPERSEDED SURVEY CONTROL
 JZ0351
 JZ0351  NGVD 29 (??/??/92)  217.336  (m)          713.04   (f) ADJ UNCH    1 2
 JZ0351
 JZ0351.Superseded values are not recommended for survey control.
 JZ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0351.See file dsdata.txt to determine how the superseded data were derived.
 JZ0351
 JZ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ269399(NAD 83)
 JZ0351_MARKER: DD = SURVEY DISK
 JZ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0351_STAMPING: 2010 47
 JZ0351_MARK LOGO: OH1610
 JZ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0351+STABILITY: SURFACE MOTION
 JZ0351
 JZ0351  HISTORY     - Date     Condition        Report By
 JZ0351  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0351  HISTORY     - 1947     GOOD             NGS
 JZ0351  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0351
 JZ0351                          STATION DESCRIPTION
 JZ0351
 JZ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0351'0.2 MI W FROM MADEIRA.
 JZ0351'0.20 MILE WEST ALONG CAMARGO ROAD, FROM THE INTERSECTION OF
 JZ0351'SHAWNEE RUN ROAD AT MADEIRA, HAMILTON COUNTY, 52 FEET SOUTHEAST
 JZ0351'OF POLE 15 36, 44.5 FEET SOUTHWEST OF POLE 15 37 MP, AND 26.5
 JZ0351'FEET NORTH OF THE CENTERLINE OF CAMARGO ROAD.  A CITY OF
 JZ0351'CINCINNATI TRAVERSE-STATION DISK, STAMPED 2010 47 AND SET IN THE
 JZ0351'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JZ0351
 JZ0351                          STATION RECOVERY (1984)
 JZ0351
 JZ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0351'NOT RECOVERED, NO EVIDENCE OF MARK WAS FOUND AT THE DESCRIBED
 JZ0351'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0352 ***********************************************************************
 JZ0352  DESIGNATION -  2011
 JZ0352  PID         -  JZ0352
 JZ0352  STATE/COUNTY-  OH/HAMILTON
 JZ0352  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0352
 JZ0352                         *CURRENT SURVEY CONTROL
 JZ0352  ___________________________________________________________________
 JZ0352* NAD 83(1986)-  39 10 15.     (N)    084 22 38.     (W)     SCALED    
 JZ0352* NAVD 88     -       196.824  (meters)     645.75   (feet)  ADJUSTED  
 JZ0352  ___________________________________________________________________
 JZ0352  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0352  DYNAMIC HT  -         196.698 (meters)     645.33  (feet)  COMP
 JZ0352  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JZ0352
 JZ0352  VERT ORDER  -  FIRST     CLASS II
 JZ0352
 JZ0352.The horizontal coordinates were scaled from a topographic map and have
 JZ0352.an estimated accuracy of +/- 6 seconds.
 JZ0352
 JZ0352.The orthometric height was determined by differential leveling
 JZ0352.and adjusted by the National Geodetic Survey in June 1991..
 JZ0352
 JZ0352.The geoid height was determined by GEOID03.
 JZ0352
 JZ0352.The dynamic height is computed by dividing the NAVD 88
 JZ0352.geopotential number by the normal gravity value computed on the
 JZ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0352.degrees latitude (g = 980.6199 gals.).
 JZ0352
 JZ0352.The modeled gravity was interpolated from observed gravity values.
 JZ0352
 JZ0352;                    North         East    Units  Estimated Accuracy
 JZ0352;SPC OH S     -   131,660.      437,800.      MT  (+/- 180 meters Scaled)
 JZ0352
 JZ0352                          SUPERSEDED SURVEY CONTROL
 JZ0352
 JZ0352  NGVD 29 (??/??/92)  196.996  (m)          646.31   (f) ADJ UNCH    1 2
 JZ0352
 JZ0352.Superseded values are not recommended for survey control.
 JZ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0352.See file dsdata.txt to determine how the superseded data were derived.
 JZ0352
 JZ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ265390(NAD 83)
 JZ0352_MARKER: DD = SURVEY DISK
 JZ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0352_STAMPING: 011 47
 JZ0352_MARK LOGO: OH1610
 JZ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0352+STABILITY: SURFACE MOTION
 JZ0352
 JZ0352  HISTORY     - Date     Condition        Report By
 JZ0352  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0352  HISTORY     - 1947     GOOD             NGS
 JZ0352  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0352
 JZ0352                          STATION DESCRIPTION
 JZ0352
 JZ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0352'0.8 MI E FROM MADISONVILLE.
 JZ0352'0.80 MILE EAST ALONG CAMARGO ROAD FROM MADISON ROAD AT MADISONVILLE,
 JZ0352'HAMILTON COUNTY, 39.6 FEET NORTHEAST OF POLE 41188, 95 FEET
 JZ0352'SOUTHWEST OF POLE H 41293 AND 18 FEET SOUTHEAST OF THE CENTERLINE
 JZ0352'OF CAMARGO ROAD.  A CITY OF CINCINNATI TRAVERSE-STATION DISK,
 JZ0352'STAMPED 011 47 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JZ0352'THE GROUND.
 JZ0352
 JZ0352                          STATION RECOVERY (1984)
 JZ0352
 JZ0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0352'NOT RECOVERED, NO EVIDENCE OF MARK WAS FOUND AT THE DESCRIBED
 JZ0352'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0353 ***********************************************************************
 JZ0353  DESIGNATION -  2012
 JZ0353  PID         -  JZ0353
 JZ0353  STATE/COUNTY-  OH/HAMILTON
 JZ0353  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0353
 JZ0353                         *CURRENT SURVEY CONTROL
 JZ0353  ___________________________________________________________________
 JZ0353* NAD 83(1986)-  39 10 06.     (N)    084 22 41.     (W)     SCALED    
 JZ0353* NAVD 88     -       195.664  (meters)     641.94   (feet)  ADJUSTED  
 JZ0353  ___________________________________________________________________
 JZ0353  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0353  DYNAMIC HT  -         195.539 (meters)     641.53  (feet)  COMP
 JZ0353  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 JZ0353
 JZ0353  VERT ORDER  -  FIRST     CLASS II
 JZ0353
 JZ0353.The horizontal coordinates were scaled from a topographic map and have
 JZ0353.an estimated accuracy of +/- 6 seconds.
 JZ0353
 JZ0353.The orthometric height was determined by differential leveling
 JZ0353.and adjusted by the National Geodetic Survey in June 1991..
 JZ0353
 JZ0353.The geoid height was determined by GEOID03.
 JZ0353
 JZ0353.The dynamic height is computed by dividing the NAVD 88
 JZ0353.geopotential number by the normal gravity value computed on the
 JZ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0353.degrees latitude (g = 980.6199 gals.).
 JZ0353
 JZ0353.The modeled gravity was interpolated from observed gravity values.
 JZ0353
 JZ0353;                    North         East    Units  Estimated Accuracy
 JZ0353;SPC OH S     -   131,390.      437,720.      MT  (+/- 180 meters Scaled)
 JZ0353
 JZ0353                          SUPERSEDED SURVEY CONTROL
 JZ0353
 JZ0353  NGVD 29 (??/??/92)  195.837  (m)          642.51   (f) ADJ UNCH    1 2
 JZ0353
 JZ0353.Superseded values are not recommended for survey control.
 JZ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0353.See file dsdata.txt to determine how the superseded data were derived.
 JZ0353
 JZ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ265387(NAD 83)
 JZ0353_MARKER: DD = SURVEY DISK
 JZ0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0353_STAMPING: 2012 47
 JZ0353_MARK LOGO: OH1610
 JZ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0353+STABILITY: SURFACE MOTION
 JZ0353
 JZ0353  HISTORY     - Date     Condition        Report By
 JZ0353  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0353  HISTORY     - 1947     GOOD             NGS
 JZ0353  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0353
 JZ0353                          STATION DESCRIPTION
 JZ0353
 JZ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0353'0.6 MI NE FROM MADISONVILLE.
 JZ0353'0.6 MILE NORTHEAST ALONG CAMARGO ROAD FROM MADISON ROAD AT
 JZ0353'MADISONVILLE, HAMILTON COUNTY, 37.7 FEET SOUTHWEST OF A GUY
 JZ0353'POLE, 17.5 FEET WEST OF THE CENTERLINE OF CAMARGO ROAD, AND
 JZ0353'BETWEEN THE 9TH AND 10TH GUARDRAIL POST FROM THE SOUTH END.  A
 JZ0353'CITY OF CINCINNATI TRAVERSE-STATION DISK, STAMPED 2012 47 AND
 JZ0353'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JZ0353
 JZ0353                          STATION RECOVERY (1984)
 JZ0353
 JZ0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0353'NOT RECOVERED, NO EVIDENCE OF MARK WAS FOUND AT THE DESCRIBED
 JZ0353'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0008 ***********************************************************************
 JZ0008  DESIGNATION -  20.13
 JZ0008  PID         -  JZ0008
 JZ0008  STATE/COUNTY-  OH/MONTGOMERY
 JZ0008  USGS QUAD   -  TROTWOOD (1992)
 JZ0008
 JZ0008                         *CURRENT SURVEY CONTROL
 JZ0008  ___________________________________________________________________
 JZ0008* NAD 83(1986)-  39 46 35.     (N)    084 15 35.     (W)     SCALED    
 JZ0008* NAVD 88     -       238.309  (meters)     781.85   (feet)  ADJUSTED  
 JZ0008  ___________________________________________________________________
 JZ0008  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JZ0008  DYNAMIC HT  -         238.179 (meters)     781.43  (feet)  COMP
 JZ0008  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 JZ0008
 JZ0008  VERT ORDER  -  SECOND    CLASS 0
 JZ0008
 JZ0008.The horizontal coordinates were scaled from a topographic map and have
 JZ0008.an estimated accuracy of +/- 6 seconds.
 JZ0008
 JZ0008.The orthometric height was determined by differential leveling
 JZ0008.and adjusted by the National Geodetic Survey in June 1991..
 JZ0008
 JZ0008.The geoid height was determined by GEOID03.
 JZ0008
 JZ0008.The dynamic height is computed by dividing the NAVD 88
 JZ0008.geopotential number by the normal gravity value computed on the
 JZ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0008.degrees latitude (g = 980.6199 gals.).
 JZ0008
 JZ0008.The modeled gravity was interpolated from observed gravity values.
 JZ0008
 JZ0008;                    North         East    Units  Estimated Accuracy
 JZ0008;SPC OH S     -   198,670.      449,260.      MT  (+/- 180 meters Scaled)
 JZ0008
 JZ0008                          SUPERSEDED SURVEY CONTROL
 JZ0008
 JZ0008  NGVD 29 (??/??/92)  238.509  (m)          782.51   (f) ADJ UNCH    2 0
 JZ0008
 JZ0008.Superseded values are not recommended for survey control.
 JZ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0008.See file dsdata.txt to determine how the superseded data were derived.
 JZ0008
 JZ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK346065(NAD 83)
 JZ0008_MARKER: B = BOLT
 JZ0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0008_SP_SET: BRIDGE WALL
 JZ0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0008+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 JZ0008
 JZ0008  HISTORY     - Date     Condition        Report By
 JZ0008  HISTORY     - UNK      MONUMENTED       PRR
 JZ0008  HISTORY     - 1934     GOOD             NGS
 JZ0008  HISTORY     - 20041122 GOOD             INDIV
 JZ0008
 JZ0008                          STATION DESCRIPTION
 JZ0008
 JZ0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JZ0008'3.1 MI SE FROM TROTWOOD.
 JZ0008'3.1 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ0008'STATION AT TROTWOOD, MONTGOMERY COUNTY, 7-1/2 RAILS WEST OF AN
 JZ0008'ASPHALT-ROAD CROSSING, AT THE NORTHEAST CORNER OF BRIDGE 20/13,
 JZ0008'IN THE TOP OF THE CONCRETE BACKWALL, 11.5 FEET NORTH OF THE
 JZ0008'NORTH RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 JZ0008'AN IRON BOLT.
 JZ0008
 JZ0008                          STATION RECOVERY (2004)
 JZ0008
 JZ0008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0008'MONUMENT IS LOCATED APPROXIMATELY 200 YARDS N. OF LITTLE RICHMOND RD.
 JZ0008'ON RAILROAD BETWEEN WOLF CREEK PIKE AND GETTYSBURG AVE. BOLT IS
 JZ0008'LOCATED ON SE. WINGWALL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0343 ***********************************************************************
 JZ0343  DESIGNATION -  2013
 JZ0343  PID         -  JZ0343
 JZ0343  STATE/COUNTY-  OH/HAMILTON
 JZ0343  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0343
 JZ0343                         *CURRENT SURVEY CONTROL
 JZ0343  ___________________________________________________________________
 JZ0343* NAD 83(1986)-  39 11 43.     (N)    084 25 21.     (W)     SCALED    
 JZ0343* NAVD 88     -       210.817  (meters)     691.66   (feet)  ADJUSTED  
 JZ0343  ___________________________________________________________________
 JZ0343  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0343  DYNAMIC HT  -         210.684 (meters)     691.22  (feet)  COMP
 JZ0343  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 JZ0343
 JZ0343  VERT ORDER  -  FIRST     CLASS II
 JZ0343
 JZ0343.The horizontal coordinates were scaled from a topographic map and have
 JZ0343.an estimated accuracy of +/- 6 seconds.
 JZ0343
 JZ0343.The orthometric height was determined by differential leveling
 JZ0343.and adjusted by the National Geodetic Survey in June 1991..
 JZ0343
 JZ0343.The geoid height was determined by GEOID03.
 JZ0343
 JZ0343.The dynamic height is computed by dividing the NAVD 88
 JZ0343.geopotential number by the normal gravity value computed on the
 JZ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0343.degrees latitude (g = 980.6199 gals.).
 JZ0343
 JZ0343.The modeled gravity was interpolated from observed gravity values.
 JZ0343
 JZ0343;                    North         East    Units  Estimated Accuracy
 JZ0343;SPC OH S     -   134,460.      433,940.      MT  (+/- 180 meters Scaled)
 JZ0343
 JZ0343                          SUPERSEDED SURVEY CONTROL
 JZ0343
 JZ0343  NGVD 29 (??/??/92)  210.990  (m)          692.22   (f) ADJ UNCH    1 2
 JZ0343
 JZ0343.Superseded values are not recommended for survey control.
 JZ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0343.See file dsdata.txt to determine how the superseded data were derived.
 JZ0343
 JZ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ225416(NAD 83)
 JZ0343_MARKER: DD = SURVEY DISK
 JZ0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0343_SP_SET: CULVERT
 JZ0343_STAMPING: 2013 47
 JZ0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0343
 JZ0343  HISTORY     - Date     Condition        Report By
 JZ0343  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0343  HISTORY     - 1947     GOOD             NGS
 JZ0343  HISTORY     - 20040221 MARK NOT FOUND   GEOCAC
 JZ0343
 JZ0343                          STATION DESCRIPTION
 JZ0343
 JZ0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0343'AT AMBERLY VILLAGE.
 JZ0343'AT AMBERLY VILLAGE, HAMILTON COUNTY, AT THE INTERSECTION OF
 JZ0343'SECTION ROAD AND KINCAID ROAD, IN CONCRETE HEADWALL, 17.0 FEET
 JZ0343'NORTH OF THE CENTERLINE OF SECTION ROAD, 16 FEET SOUTHWEST OF THE
 JZ0343'NORTHEAST END OF A HEADWALL, AND 6 FEET BELOW THE LEVEL OF THE
 JZ0343'ROAD.  A CITY OF CINCINNATI TRAVERSE-STATION DISK, STAMPED
 JZ0343'2013 47.
 JZ0343
 JZ0343                          STATION RECOVERY (2004)
 JZ0343
 JZ0343'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0343'THE HEADWALL HAS BEEN BADLY ERODED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0342 ***********************************************************************
 JZ0342  DESIGNATION -  2014
 JZ0342  PID         -  JZ0342
 JZ0342  STATE/COUNTY-  OH/HAMILTON
 JZ0342  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0342
 JZ0342                         *CURRENT SURVEY CONTROL
 JZ0342  ___________________________________________________________________
 JZ0342* NAD 83(1986)-  39 11 41.     (N)    084 24 59.     (W)     SCALED    
 JZ0342* NAVD 88     -       233.957  (meters)     767.57   (feet)  ADJUSTED  
 JZ0342  ___________________________________________________________________
 JZ0342  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0342  DYNAMIC HT  -         233.809 (meters)     767.09  (feet)  COMP
 JZ0342  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JZ0342
 JZ0342  VERT ORDER  -  FIRST     CLASS II
 JZ0342
 JZ0342.The horizontal coordinates were scaled from a topographic map and have
 JZ0342.an estimated accuracy of +/- 6 seconds.
 JZ0342
 JZ0342.The orthometric height was determined by differential leveling
 JZ0342.and adjusted by the National Geodetic Survey in June 1991..
 JZ0342
 JZ0342.The geoid height was determined by GEOID03.
 JZ0342
 JZ0342.The dynamic height is computed by dividing the NAVD 88
 JZ0342.geopotential number by the normal gravity value computed on the
 JZ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0342.degrees latitude (g = 980.6199 gals.).
 JZ0342
 JZ0342.The modeled gravity was interpolated from observed gravity values.
 JZ0342
 JZ0342;                    North         East    Units  Estimated Accuracy
 JZ0342;SPC OH S     -   134,390.      434,470.      MT  (+/- 180 meters Scaled)
 JZ0342
 JZ0342                          SUPERSEDED SURVEY CONTROL
 JZ0342
 JZ0342  NGVD 29 (??/??/92)  234.130  (m)          768.14   (f) ADJ UNCH    1 2
 JZ0342
 JZ0342.Superseded values are not recommended for survey control.
 JZ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0342.See file dsdata.txt to determine how the superseded data were derived.
 JZ0342
 JZ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ231415(NAD 83)
 JZ0342_MARKER: DD = SURVEY DISK
 JZ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0342_STAMPING: 2014 47
 JZ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0342+STABILITY: SURFACE MOTION
 JZ0342
 JZ0342  HISTORY     - Date     Condition        Report By
 JZ0342  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0342  HISTORY     - 1947     GOOD             NGS
 JZ0342  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0342
 JZ0342                          STATION DESCRIPTION
 JZ0342
 JZ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0342'AT AMBERLY VILLAGE.
 JZ0342'AT AMBERLY VILLAGE, HAMILTON COUNTY, AT THE INTERSECTION OF
 JZ0342'SECTION ROAD AND KNOLL ROAD, 94.0 FEET EAST OF THE EXTENDED
 JZ0342'CENTERLINE OF KNOLL ROAD, 68.8 FEET WEST OF THE WESTERN-MOST
 JZ0342'POST OF A GUARD RAIL, 6.0 FEET SOUTH OF THE SOUTH CURB OF SECTION
 JZ0342'ROAD, AND LEVEL WITH THE ROAD.  A CITY OF CINCINNATI STANDARD
 JZ0342'TRAVERSE-STATION DISK, STAMPED 2014 47 AND SET IN THE TOP OF A
 JZ0342'CONCRETE POST FLUSH WITH THE GROUND.
 JZ0342
 JZ0342                          STATION RECOVERY (1961)
 JZ0342
 JZ0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0324 ***********************************************************************
 JZ0324  DESIGNATION -  2015
 JZ0324  PID         -  JZ0324
 JZ0324  STATE/COUNTY-  OH/HAMILTON
 JZ0324  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0324
 JZ0324                         *CURRENT SURVEY CONTROL
 JZ0324  ___________________________________________________________________
 JZ0324* NAD 83(1986)-  39 11 38.     (N)    084 23 41.     (W)     SCALED    
 JZ0324* NAVD 88     -       256.613  (meters)     841.90   (feet)  ADJUSTED  
 JZ0324  ___________________________________________________________________
 JZ0324  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0324  DYNAMIC HT  -         256.451 (meters)     841.37  (feet)  COMP
 JZ0324  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 JZ0324
 JZ0324  VERT ORDER  -  FIRST     CLASS II
 JZ0324
 JZ0324.The horizontal coordinates were scaled from a topographic map and have
 JZ0324.an estimated accuracy of +/- 6 seconds.
 JZ0324
 JZ0324.The orthometric height was determined by differential leveling
 JZ0324.and adjusted by the National Geodetic Survey in June 1991..
 JZ0324
 JZ0324.The geoid height was determined by GEOID03.
 JZ0324
 JZ0324.The dynamic height is computed by dividing the NAVD 88
 JZ0324.geopotential number by the normal gravity value computed on the
 JZ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0324.degrees latitude (g = 980.6199 gals.).
 JZ0324
 JZ0324.The modeled gravity was interpolated from observed gravity values.
 JZ0324
 JZ0324;                    North         East    Units  Estimated Accuracy
 JZ0324;SPC OH S     -   134,250.      436,340.      MT  (+/- 180 meters Scaled)
 JZ0324
 JZ0324                          SUPERSEDED SURVEY CONTROL
 JZ0324
 JZ0324  NGVD 29 (??/??/92)  256.787  (m)          842.48   (f) ADJ UNCH    1 2
 JZ0324
 JZ0324.Superseded values are not recommended for survey control.
 JZ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0324.See file dsdata.txt to determine how the superseded data were derived.
 JZ0324
 JZ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ249415(NAD 83)
 JZ0324_MARKER: DD = SURVEY DISK
 JZ0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0324_STAMPING: 2015 47
 JZ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0324+STABILITY: SURFACE MOTION
 JZ0324
 JZ0324  HISTORY     - Date     Condition        Report By
 JZ0324  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0324  HISTORY     - 1947     GOOD             NGS
 JZ0324
 JZ0324                          STATION DESCRIPTION
 JZ0324
 JZ0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0324'AT KENWOOD.
 JZ0324'AT KENWOOD, HAMILTON COUNTY, IN THE SOUTHWEST CORNER OF THE
 JZ0324'JUNCTION OF MONTGOMERY ROAD AND STEWART ROAD, 90 FEET NORTHEAST
 JZ0324'OF POLE T67122, 28 FEET WEST OF THE WEST CURB OF STEWART ROAD,
 JZ0324'10 FEET EAST OF A FIRE HYDRANT, 3.2 FEET SOUTH OF THE SOUTH CURB
 JZ0324'OF MONTGOMERY ROAD, AND 0.5 FOOT ABOVE THE LEVEL OF MONTGOMERY
 JZ0324'ROAD.  A CITY OF CINCINNATI TRAVERSE-STATION STANDARD DISK,
 JZ0324'STAMPED 2015 47 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JZ0324'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0323 ***********************************************************************
 JZ0323  DESIGNATION -  2016
 JZ0323  PID         -  JZ0323
 JZ0323  STATE/COUNTY-  OH/HAMILTON
 JZ0323  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0323
 JZ0323                         *CURRENT SURVEY CONTROL
 JZ0323  ___________________________________________________________________
 JZ0323* NAD 83(1986)-  39 11 34.     (N)    084 23 25.     (W)     SCALED    
 JZ0323* NAVD 88     -       256.122  (meters)     840.29   (feet)  ADJUSTED  
 JZ0323  ___________________________________________________________________
 JZ0323  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0323  DYNAMIC HT  -         255.961 (meters)     839.77  (feet)  COMP
 JZ0323  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JZ0323
 JZ0323  VERT ORDER  -  FIRST     CLASS II
 JZ0323
 JZ0323.The horizontal coordinates were scaled from a topographic map and have
 JZ0323.an estimated accuracy of +/- 6 seconds.
 JZ0323
 JZ0323.The orthometric height was determined by differential leveling
 JZ0323.and adjusted by the National Geodetic Survey in June 1991..
 JZ0323
 JZ0323.The geoid height was determined by GEOID03.
 JZ0323
 JZ0323.The dynamic height is computed by dividing the NAVD 88
 JZ0323.geopotential number by the normal gravity value computed on the
 JZ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0323.degrees latitude (g = 980.6199 gals.).
 JZ0323
 JZ0323.The modeled gravity was interpolated from observed gravity values.
 JZ0323
 JZ0323;                    North         East    Units  Estimated Accuracy
 JZ0323;SPC OH S     -   134,120.      436,720.      MT  (+/- 180 meters Scaled)
 JZ0323
 JZ0323                          SUPERSEDED SURVEY CONTROL
 JZ0323
 JZ0323  NGVD 29 (??/??/92)  256.297  (m)          840.87   (f) ADJ UNCH    1 2
 JZ0323
 JZ0323.Superseded values are not recommended for survey control.
 JZ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0323.See file dsdata.txt to determine how the superseded data were derived.
 JZ0323
 JZ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ253414(NAD 83)
 JZ0323_MARKER: DD = SURVEY DISK
 JZ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0323_STAMPING: 2016 47
 JZ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0323+STABILITY: SURFACE MOTION
 JZ0323
 JZ0323  HISTORY     - Date     Condition        Report By
 JZ0323  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0323  HISTORY     - 1947     POOR             NGS
 JZ0323  HISTORY     - 1962     POOR             USGS
 JZ0323
 JZ0323                          STATION DESCRIPTION
 JZ0323
 JZ0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0323'AT KENWOOD.
 JZ0323'AT KENWOOD, HAMILTON COUNTY, IN THE SOUTHEAST CORNER OF THE
 JZ0323'INTERSECTION OF EUCLID ROAD AND KEN ABRE ROAD, 49.8 FEET SOUTHWEST
 JZ0323'AND ACROSS EUCLID ROAD FROM A FIRE HYDRANT, 39.3 FEET EAST OF THE
 JZ0323'CENTERLINE OF KEN ABRE ROAD, 9.5 FEET SOUTH OF THE SOUTH CURB OF
 JZ0323'EUCLID ROAD AND ABOUT ONE FOOT ABOVE THE LEVEL OF EUCLID ROAD.  A
 JZ0323'CITY OF CINCINNATI TRAVERSE-STATION STANDARD DISK, STAMPED 2016
 JZ0323'47 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JZ0323
 JZ0323                          STATION RECOVERY (1962)
 JZ0323
 JZ0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JZ0323'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0348 ***********************************************************************
 JZ0348  DESIGNATION -  2017
 JZ0348  PID         -  JZ0348
 JZ0348  STATE/COUNTY-  OH/HAMILTON
 JZ0348  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0348
 JZ0348                         *CURRENT SURVEY CONTROL
 JZ0348  ___________________________________________________________________
 JZ0348* NAD 83(1986)-  39 11 53.     (N)    084 28 06.     (W)     SCALED    
 JZ0348* NAVD 88     -       180.375  (meters)     591.78   (feet)  ADJUSTED  
 JZ0348  ___________________________________________________________________
 JZ0348  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0348  DYNAMIC HT  -         180.262 (meters)     591.41  (feet)  COMP
 JZ0348  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 JZ0348
 JZ0348  VERT ORDER  -  FIRST     CLASS II
 JZ0348
 JZ0348.The horizontal coordinates were scaled from a topographic map and have
 JZ0348.an estimated accuracy of +/- 6 seconds.
 JZ0348
 JZ0348.The orthometric height was determined by differential leveling
 JZ0348.and adjusted by the National Geodetic Survey in June 1991..
 JZ0348
 JZ0348.The geoid height was determined by GEOID03.
 JZ0348
 JZ0348.The dynamic height is computed by dividing the NAVD 88
 JZ0348.geopotential number by the normal gravity value computed on the
 JZ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0348.degrees latitude (g = 980.6199 gals.).
 JZ0348
 JZ0348.The modeled gravity was interpolated from observed gravity values.
 JZ0348
 JZ0348;                    North         East    Units  Estimated Accuracy
 JZ0348;SPC OH S     -   134,850.      429,990.      MT  (+/- 180 meters Scaled)
 JZ0348
 JZ0348                          SUPERSEDED SURVEY CONTROL
 JZ0348
 JZ0348  NGVD 29 (??/??/92)  180.549  (m)          592.35   (f) ADJ UNCH    1 2
 JZ0348
 JZ0348.Superseded values are not recommended for survey control.
 JZ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0348.See file dsdata.txt to determine how the superseded data were derived.
 JZ0348
 JZ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ186418(NAD 83)
 JZ0348_MARKER: DD = SURVEY DISK
 JZ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0348_STAMPING: 2017 47
 JZ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0348+STABILITY: SURFACE MOTION
 JZ0348
 JZ0348  HISTORY     - Date     Condition        Report By
 JZ0348  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0348  HISTORY     - 1947     GOOD             NGS
 JZ0348
 JZ0348                          STATION DESCRIPTION
 JZ0348
 JZ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0348'0.4 MI W FROM EDGEMONT.
 JZ0348'0.45 MILE WEST ALONG SECTION ROAD FROM REDDING ROAD AT EDGEMONT,
 JZ0348'HAMILTON COUNTY, IN THE 1200 BLOCK OF SECTION ROAD, 120 FEET WEST
 JZ0348'OF AN 18-INCH TREE IN FRONT OF A 2-STORY FRAME HOUSE 1296, 20.0
 JZ0348'FEET NORTH OF THE CENTERLINE OF SECTION ROAD, 9.5 FEET EAST OF
 JZ0348'POLE 16-258, AND 0.5 FOOT ABOVE THE LEVEL OF THE ROAD.  A CITY
 JZ0348'OF CINCINNATI TRAVERSE-STATION DISK, STAMPED 2017 47 AND SET
 JZ0348'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0431 ***********************************************************************
 JZ0431  DESIGNATION -  2018
 JZ0431  PID         -  JZ0431
 JZ0431  STATE/COUNTY-  OH/HAMILTON
 JZ0431  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0431
 JZ0431                         *CURRENT SURVEY CONTROL
 JZ0431  ___________________________________________________________________
 JZ0431* NAD 83(1986)-  39 10 09.     (N)    084 29 11.     (W)     SCALED    
 JZ0431* NAVD 88     -       169.801  (meters)     557.09   (feet)  ADJUSTED  
 JZ0431  ___________________________________________________________________
 JZ0431  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0431  DYNAMIC HT  -         169.695 (meters)     556.74  (feet)  COMP
 JZ0431  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 JZ0431
 JZ0431  VERT ORDER  -  FIRST     CLASS II
 JZ0431
 JZ0431.The horizontal coordinates were scaled from a topographic map and have
 JZ0431.an estimated accuracy of +/- 6 seconds.
 JZ0431
 JZ0431.The orthometric height was determined by differential leveling
 JZ0431.and adjusted by the National Geodetic Survey in June 1991..
 JZ0431
 JZ0431.The geoid height was determined by GEOID03.
 JZ0431
 JZ0431.The dynamic height is computed by dividing the NAVD 88
 JZ0431.geopotential number by the normal gravity value computed on the
 JZ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0431.degrees latitude (g = 980.6199 gals.).
 JZ0431
 JZ0431.The modeled gravity was interpolated from observed gravity values.
 JZ0431
 JZ0431;                    North         East    Units  Estimated Accuracy
 JZ0431;SPC OH S     -   131,680.      428,360.      MT  (+/- 180 meters Scaled)
 JZ0431
 JZ0431                          SUPERSEDED SURVEY CONTROL
 JZ0431
 JZ0431  NGVD 29 (??/??/92)  169.977  (m)          557.67   (f) ADJ UNCH    1 2
 JZ0431
 JZ0431.Superseded values are not recommended for survey control.
 JZ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0431.See file dsdata.txt to determine how the superseded data were derived.
 JZ0431
 JZ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ171385(NAD 83)
 JZ0431_MARKER: DD = SURVEY DISK
 JZ0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0431_STAMPING: 2018 47
 JZ0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0431+STABILITY: SURFACE MOTION
 JZ0431
 JZ0431  HISTORY     - Date     Condition        Report By
 JZ0431  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0431  HISTORY     - 1947     GOOD             NGS
 JZ0431  HISTORY     - 20031217 MARK NOT FOUND   GEOCAC
 JZ0431
 JZ0431                          STATION DESCRIPTION
 JZ0431
 JZ0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0431'AT CINCINNATI.
 JZ0431'AT CINCINNATI ALONG TENNESSEE AVENUE IN THE 700 BLOCK ALONG CEMETERY,
 JZ0431'0.8 FEET SOUTH OF SOUTH CURB LINE OF TENNESSEE AVENUE, 1.8 FEET
 JZ0431'NORTH OF NORTH EDGE OF SIDEWALK, 1.5 FEET EAST OF EAST LINE OF
 JZ0431'ONE AND ONE HALF STORY HOUSE 732.  A CONCRETE POST SET FLUSH WITH
 JZ0431'GROUND AND LEVEL WITH CURB.
 JZ0431
 JZ0431                          STATION RECOVERY (2003)
 JZ0431
 JZ0431'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 JZ0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0378 ***********************************************************************
 JZ0378  DESIGNATION -  2019
 JZ0378  PID         -  JZ0378
 JZ0378  STATE/COUNTY-  OH/HAMILTON
 JZ0378  USGS QUAD   -  WITHAMSVILLE (1992)
 JZ0378
 JZ0378                         *CURRENT SURVEY CONTROL
 JZ0378  ___________________________________________________________________
 JZ0378* NAD 83(1986)-  39 04 22.     (N)    084 21 38.     (W)     SCALED    
 JZ0378* NAVD 88     -       240.064  (meters)     787.61   (feet)  ADJUSTED  
 JZ0378  ___________________________________________________________________
 JZ0378  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0378  DYNAMIC HT  -         239.912 (meters)     787.11  (feet)  COMP
 JZ0378  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 JZ0378
 JZ0378  VERT ORDER  -  FIRST     CLASS II
 JZ0378
 JZ0378.The horizontal coordinates were scaled from a topographic map and have
 JZ0378.an estimated accuracy of +/- 6 seconds.
 JZ0378
 JZ0378.The orthometric height was determined by differential leveling
 JZ0378.and adjusted by the National Geodetic Survey in June 1991..
 JZ0378
 JZ0378.The geoid height was determined by GEOID03.
 JZ0378
 JZ0378.The dynamic height is computed by dividing the NAVD 88
 JZ0378.geopotential number by the normal gravity value computed on the
 JZ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0378.degrees latitude (g = 980.6199 gals.).
 JZ0378
 JZ0378.The modeled gravity was interpolated from observed gravity values.
 JZ0378
 JZ0378;                    North         East    Units  Estimated Accuracy
 JZ0378;SPC OH S     -   120,750.      439,010.      MT  (+/- 180 meters Scaled)
 JZ0378
 JZ0378                          SUPERSEDED SURVEY CONTROL
 JZ0378
 JZ0378  NGVD 29 (??/??/92)  240.243  (m)          788.20   (f) ADJ UNCH    1 2
 JZ0378
 JZ0378.Superseded values are not recommended for survey control.
 JZ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0378.See file dsdata.txt to determine how the superseded data were derived.
 JZ0378
 JZ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ283281(NAD 83)
 JZ0378_MARKER: DD = SURVEY DISK
 JZ0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0378_STAMPING: 2019 47
 JZ0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0378+STABILITY: SURFACE MOTION
 JZ0378
 JZ0378  HISTORY     - Date     Condition        Report By
 JZ0378  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0378  HISTORY     - 1947     GOOD             NGS
 JZ0378  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0378
 JZ0378                          STATION DESCRIPTION
 JZ0378
 JZ0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0378'AT MT WASHINGTON.
 JZ0378'AT MOUNT WASHINGTON AT THE INTERSECTION OF SALEM PIKE AND
 JZ0378'BEECHMONT AVENUE (ALSO KNOWN AS CINCINNATI WEST UNION PIKE),
 JZ0378'31.0 FEET SOUTH OF THE CENTER LINE OF CINCINNATI WEST UNION
 JZ0378'PIKE, 1.5 FEET SOUTH OF THE SOUTH RETAINING WALL OF CULVERT 14,
 JZ0378'ABOUT 3.0 FEET LOWER THAN THAN ROAD.  A CONCRETE POST PROJECTING
 JZ0378'ABOUT 1.0 FEET.
 JZ0378
 JZ0378                          STATION RECOVERY (1985)
 JZ0378
 JZ0378'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0366 ***********************************************************************
 JZ0366  DESIGNATION -  2020
 JZ0366  PID         -  JZ0366
 JZ0366  STATE/COUNTY-  OH/HAMILTON
 JZ0366  USGS QUAD   -  NEWPORT (1987)
 JZ0366
 JZ0366                         *CURRENT SURVEY CONTROL
 JZ0366  ___________________________________________________________________
 JZ0366* NAD 83(1986)-  39 06 50.     (N)    084 24 23.     (W)     SCALED    
 JZ0366* NAVD 88     -       150.352  (meters)     493.28   (feet)  ADJUSTED  
 JZ0366  ___________________________________________________________________
 JZ0366  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0366  DYNAMIC HT  -         150.257 (meters)     492.97  (feet)  COMP
 JZ0366  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 JZ0366
 JZ0366  VERT ORDER  -  FIRST     CLASS II
 JZ0366
 JZ0366.The horizontal coordinates were scaled from a topographic map and have
 JZ0366.an estimated accuracy of +/- 6 seconds.
 JZ0366
 JZ0366.The orthometric height was determined by differential leveling
 JZ0366.and adjusted by the National Geodetic Survey in June 1991..
 JZ0366
 JZ0366.The geoid height was determined by GEOID03.
 JZ0366
 JZ0366.The dynamic height is computed by dividing the NAVD 88
 JZ0366.geopotential number by the normal gravity value computed on the
 JZ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0366.degrees latitude (g = 980.6199 gals.).
 JZ0366
 JZ0366.The modeled gravity was interpolated from observed gravity values.
 JZ0366
 JZ0366;                    North         East    Units  Estimated Accuracy
 JZ0366;SPC OH S     -   125,400.      435,140.      MT  (+/- 180 meters Scaled)
 JZ0366
 JZ0366                          SUPERSEDED SURVEY CONTROL
 JZ0366
 JZ0366  NGVD 29 (??/??/92)  150.532  (m)          493.87   (f) ADJ UNCH    1 2
 JZ0366
 JZ0366.Superseded values are not recommended for survey control.
 JZ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0366.See file dsdata.txt to determine how the superseded data were derived.
 JZ0366
 JZ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ242326(NAD 83)
 JZ0366_MARKER: DD = SURVEY DISK
 JZ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0366_STAMPING: 2020 47
 JZ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0366+STABILITY: SURFACE MOTION
 JZ0366
 JZ0366  HISTORY     - Date     Condition        Report By
 JZ0366  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0366  HISTORY     - 1947     GOOD             NGS
 JZ0366  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0366
 JZ0366                          STATION DESCRIPTION
 JZ0366
 JZ0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0366'AT CINCINNATI.
 JZ0366'AT CINCINNATI ABOUT 0.45 MILE NORTHWEST OF STEEL BRIDGE OVER
 JZ0366'LITTLE MIAMI RIVER ALONG BEECHMONT AVENUE, KNOWN AS BEECHMONT
 JZ0366'LEVEE, AT EAST END OF JUNCTION OF GUARD RAIL AND CONCRETE
 JZ0366'RETAINING WALL, 27.3 FEET SOUTH OF THE CENTERLINE OF BEECHMONT
 JZ0366'AVENUE, 1.6 FEET NORTH OF THE SOUTH RETAINING WALL LEVEE, ABOUT
 JZ0366'LEVEL WITH STREET, SET IN A CONCRETE POST SET FLUSH WITH THE
 JZ0366'GROUND.
 JZ0366
 JZ0366                          STATION RECOVERY (1961)
 JZ0366
 JZ0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0368 ***********************************************************************
 JZ0368  DESIGNATION -  2021
 JZ0368  PID         -  JZ0368
 JZ0368  STATE/COUNTY-  OH/HAMILTON
 JZ0368  USGS QUAD   -  NEWPORT (1987)
 JZ0368
 JZ0368                         *CURRENT SURVEY CONTROL
 JZ0368  ___________________________________________________________________
 JZ0368* NAD 83(1986)-  39 06 34.     (N)    084 24 07.     (W)     SCALED    
 JZ0368* NAVD 88     -       152.592  (meters)     500.63   (feet)  ADJUSTED  
 JZ0368  ___________________________________________________________________
 JZ0368  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0368  DYNAMIC HT  -         152.496 (meters)     500.31  (feet)  COMP
 JZ0368  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 JZ0368
 JZ0368  VERT ORDER  -  FIRST     CLASS II
 JZ0368
 JZ0368.The horizontal coordinates were scaled from a topographic map and have
 JZ0368.an estimated accuracy of +/- 6 seconds.
 JZ0368
 JZ0368.The orthometric height was determined by differential leveling
 JZ0368.and adjusted by the National Geodetic Survey in June 1991..
 JZ0368
 JZ0368.The geoid height was determined by GEOID03.
 JZ0368
 JZ0368.The dynamic height is computed by dividing the NAVD 88
 JZ0368.geopotential number by the normal gravity value computed on the
 JZ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0368.degrees latitude (g = 980.6199 gals.).
 JZ0368
 JZ0368.The modeled gravity was interpolated from observed gravity values.
 JZ0368
 JZ0368;                    North         East    Units  Estimated Accuracy
 JZ0368;SPC OH S     -   124,900.      435,520.      MT  (+/- 180 meters Scaled)
 JZ0368
 JZ0368                          SUPERSEDED SURVEY CONTROL
 JZ0368
 JZ0368  NGVD 29 (??/??/92)  152.772  (m)          501.22   (f) ADJ UNCH    1 2
 JZ0368
 JZ0368.Superseded values are not recommended for survey control.
 JZ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0368.See file dsdata.txt to determine how the superseded data were derived.
 JZ0368
 JZ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ246321(NAD 83)
 JZ0368_MARKER: DD = SURVEY DISK
 JZ0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0368_SP_SET: ABUTMENT
 JZ0368_STAMPING: 2021 47
 JZ0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0368
 JZ0368  HISTORY     - Date     Condition        Report By
 JZ0368  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0368  HISTORY     - 1947     GOOD             NGS
 JZ0368  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0368
 JZ0368                          STATION DESCRIPTION
 JZ0368
 JZ0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0368'AT CINCINNATI.
 JZ0368'AT CINCINNATI IN BEECHMONT AVENUE IN THE WEST END OF A STEEL
 JZ0368'BRIDGE OVER THE LITTLE MIAMI RIVER, 18.0 FEET SOUTH OF THE
 JZ0368'CENTERLINE OF BEECHMONT AVENUE, 3.0 FEET NORTH OF STEEL RAILING,
 JZ0368'A DRILL SET IN THE WEST ABUTMENT OF BRIDGE.
 JZ0368
 JZ0368                          STATION RECOVERY (1961)
 JZ0368
 JZ0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0369 ***********************************************************************
 JZ0369  DESIGNATION -  2022
 JZ0369  PID         -  JZ0369
 JZ0369  STATE/COUNTY-  OH/HAMILTON
 JZ0369  USGS QUAD   -  NEWPORT (1987)
 JZ0369
 JZ0369                         *CURRENT SURVEY CONTROL
 JZ0369  ___________________________________________________________________
 JZ0369* NAD 83(1986)-  39 06 22.     (N)    084 23 50.     (W)     SCALED    
 JZ0369* NAVD 88     -       152.475  (meters)     500.25   (feet)  ADJUSTED  
 JZ0369  ___________________________________________________________________
 JZ0369  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0369  DYNAMIC HT  -         152.378 (meters)     499.93  (feet)  COMP
 JZ0369  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 JZ0369
 JZ0369  VERT ORDER  -  FIRST     CLASS II
 JZ0369
 JZ0369.The horizontal coordinates were scaled from a topographic map and have
 JZ0369.an estimated accuracy of +/- 6 seconds.
 JZ0369
 JZ0369.The orthometric height was determined by differential leveling
 JZ0369.and adjusted by the National Geodetic Survey in June 1991..
 JZ0369
 JZ0369.The geoid height was determined by GEOID03.
 JZ0369
 JZ0369.The dynamic height is computed by dividing the NAVD 88
 JZ0369.geopotential number by the normal gravity value computed on the
 JZ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0369.degrees latitude (g = 980.6199 gals.).
 JZ0369
 JZ0369.The modeled gravity was interpolated from observed gravity values.
 JZ0369
 JZ0369;                    North         East    Units  Estimated Accuracy
 JZ0369;SPC OH S     -   124,520.      435,920.      MT  (+/- 180 meters Scaled)
 JZ0369
 JZ0369                          SUPERSEDED SURVEY CONTROL
 JZ0369
 JZ0369  NGVD 29 (??/??/92)  152.654  (m)          500.83   (f) ADJ UNCH    1 2
 JZ0369
 JZ0369.Superseded values are not recommended for survey control.
 JZ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0369.See file dsdata.txt to determine how the superseded data were derived.
 JZ0369
 JZ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ250317(NAD 83)
 JZ0369_MARKER: DD = SURVEY DISK
 JZ0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0369_SP_SET: ABUTMENT
 JZ0369_STAMPING: 2022 47
 JZ0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0369
 JZ0369  HISTORY     - Date     Condition        Report By
 JZ0369  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0369  HISTORY     - 1947     GOOD             NGS
 JZ0369  HISTORY     - 19910717 MARK NOT FOUND   USPSQD
 JZ0369
 JZ0369                          STATION DESCRIPTION
 JZ0369
 JZ0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0369'AT CINCINNATI.
 JZ0369'AT CINCINNATI AT THE INTERSECTION OF BEECHMONT AVENUE AND
 JZ0369'RANKIN ROAD IN THE NORTHWEST END OF A 150-FOOT CONCRETE BRIDGE
 JZ0369'OVER A STREAM, 15.7 FEET NORTH OF THE CENTERLINE OF BEECHMONT
 JZ0369'AVENUE, 2.5 FEET SOUTH OF THE NORTH RAILING OF THE BRIDGE, 1.0
 JZ0369'FEET EAST OF THE WEST END OF THE BRIDGE.  A DRILL SET IN THE
 JZ0369'WEST ABUTMENT OF THE BRIDGE.
 JZ0369
 JZ0369                          STATION RECOVERY (1991)
 JZ0369
 JZ0369'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLN)
 JZ0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0382 ***********************************************************************
 JZ0382  DESIGNATION -  2024
 JZ0382  PID         -  JZ0382
 JZ0382  STATE/COUNTY-  OH/HAMILTON
 JZ0382  USGS QUAD   -  NEWPORT (1987)
 JZ0382
 JZ0382                         *CURRENT SURVEY CONTROL
 JZ0382  ___________________________________________________________________
 JZ0382* NAD 83(1986)-  39 04 09.     (N)    084 23 56.     (W)     SCALED    
 JZ0382* NAVD 88     -       214.958  (meters)     705.24   (feet)  ADJUSTED  
 JZ0382  ___________________________________________________________________
 JZ0382  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0382  DYNAMIC HT  -         214.824 (meters)     704.80  (feet)  COMP
 JZ0382  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 JZ0382
 JZ0382  VERT ORDER  -  FIRST     CLASS II
 JZ0382
 JZ0382.The horizontal coordinates were scaled from a topographic map and have
 JZ0382.an estimated accuracy of +/- 6 seconds.
 JZ0382
 JZ0382.The orthometric height was determined by differential leveling
 JZ0382.and adjusted by the National Geodetic Survey in June 1991..
 JZ0382
 JZ0382.The geoid height was determined by GEOID03.
 JZ0382
 JZ0382.The dynamic height is computed by dividing the NAVD 88
 JZ0382.geopotential number by the normal gravity value computed on the
 JZ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0382.degrees latitude (g = 980.6199 gals.).
 JZ0382
 JZ0382.The modeled gravity was interpolated from observed gravity values.
 JZ0382
 JZ0382;                    North         East    Units  Estimated Accuracy
 JZ0382;SPC OH S     -   120,420.      435,690.      MT  (+/- 180 meters Scaled)
 JZ0382
 JZ0382                          SUPERSEDED SURVEY CONTROL
 JZ0382
 JZ0382  NGVD 29 (??/??/92)  215.138  (m)          705.83   (f) ADJ UNCH    1 2
 JZ0382
 JZ0382.Superseded values are not recommended for survey control.
 JZ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0382.See file dsdata.txt to determine how the superseded data were derived.
 JZ0382
 JZ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ250276(NAD 83)
 JZ0382_MARKER: DD = SURVEY DISK
 JZ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0382_STAMPING: 2024 47
 JZ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0382+STABILITY: SURFACE MOTION
 JZ0382
 JZ0382  HISTORY     - Date     Condition        Report By
 JZ0382  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0382  HISTORY     - 1947     GOOD             NGS
 JZ0382  HISTORY     - 1985     POOR             USPSQD
 JZ0382
 JZ0382                          STATION DESCRIPTION
 JZ0382
 JZ0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0382'AT CALIFORNIA.
 JZ0382'AT CALIFORNIA 0.6 MILE SOUTH OF THE CENTERLINE OF SALEM PIKE,
 JZ0382'28.0 FEET SOUTHWEST OF THE CENTERLINE OF DRIVEWAY TO THE A.
 JZ0382'DONALDSON RESIDENCE, 47.0 FEET NORTHEAST OF POLE 257-L43.  ABOUT
 JZ0382'LEVEL WITH ROAD AND A CONCRETE POST PROJECTING ABOUT 0.5 FEET.
 JZ0382
 JZ0382                          STATION RECOVERY (1985)
 JZ0382
 JZ0382'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0382'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0384 ***********************************************************************
 JZ0384  DESIGNATION -  2025
 JZ0384  PID         -  JZ0384
 JZ0384  STATE/COUNTY-  OH/HAMILTON
 JZ0384  USGS QUAD   -  NEWPORT (1987)
 JZ0384
 JZ0384                         *CURRENT SURVEY CONTROL
 JZ0384  ___________________________________________________________________
 JZ0384* NAD 83(1986)-  39 03 30.     (N)    084 24 50.     (W)     SCALED    
 JZ0384* NAVD 88     -       150.392  (meters)     493.41   (feet)  ADJUSTED  
 JZ0384  ___________________________________________________________________
 JZ0384  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0384  DYNAMIC HT  -         150.298 (meters)     493.10  (feet)  COMP
 JZ0384  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 JZ0384
 JZ0384  VERT ORDER  -  FIRST     CLASS II
 JZ0384
 JZ0384.The horizontal coordinates were scaled from a topographic map and have
 JZ0384.an estimated accuracy of +/- 6 seconds.
 JZ0384
 JZ0384.The orthometric height was determined by differential leveling
 JZ0384.and adjusted by the National Geodetic Survey in June 1991..
 JZ0384
 JZ0384.The geoid height was determined by GEOID03.
 JZ0384
 JZ0384.The dynamic height is computed by dividing the NAVD 88
 JZ0384.geopotential number by the normal gravity value computed on the
 JZ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0384.degrees latitude (g = 980.6199 gals.).
 JZ0384
 JZ0384.The modeled gravity was interpolated from observed gravity values.
 JZ0384
 JZ0384;                    North         East    Units  Estimated Accuracy
 JZ0384;SPC OH S     -   119,240.      434,360.      MT  (+/- 180 meters Scaled)
 JZ0384
 JZ0384                          SUPERSEDED SURVEY CONTROL
 JZ0384
 JZ0384  NGVD 29 (??/??/92)  150.572  (m)          494.00   (f) ADJ UNCH    1 2
 JZ0384
 JZ0384.Superseded values are not recommended for survey control.
 JZ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0384.See file dsdata.txt to determine how the superseded data were derived.
 JZ0384
 JZ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ237264(NAD 83)
 JZ0384_MARKER: DD = SURVEY DISK
 JZ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0384_STAMPING: 2025 47
 JZ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0384+STABILITY: SURFACE MOTION
 JZ0384
 JZ0384  HISTORY     - Date     Condition        Report By
 JZ0384  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0384  HISTORY     - 1947     GOOD             NGS
 JZ0384  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0384
 JZ0384                          STATION DESCRIPTION
 JZ0384
 JZ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0384'AT CALIFORNIA.
 JZ0384'AT CALIFORNIA 0.3 MILE NORTHEAST OF KELLOGG AVENUE AT MAIN
 JZ0384'ENTRANCE TO CONEY ISLAND AMUSEMENT PARK ALONG THREE MILE ROAD,
 JZ0384'23.5 FEET NORTHEAST OF THE CENTERLINE OF THREE MILE ROAD, 58.0
 JZ0384'FEET NORTH OF THE NORTH END OF CONCRETE BRIDGE, THREE MILE
 JZ0384'ROAD BRIDGE 382-2, 7.8 FEET SOUTHWEST OF A POLE.  LEVEL WITH
 JZ0384'ROAD AND A CONCRETE POST PROJECTING ABOUT 0.5 FEET.
 JZ0384
 JZ0384                          STATION RECOVERY (1985)
 JZ0384
 JZ0384'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3145 ***********************************************************************
 MB3145  DESIGNATION -  2026
 MB3145  PID         -  MB3145
 MB3145  STATE/COUNTY-  OH/GEAUGA
 MB3145  USGS QUAD   -  THOMPSON (1994)
 MB3145
 MB3145                         *CURRENT SURVEY CONTROL
 MB3145  ___________________________________________________________________
 MB3145* NAD 83(1995)-  41 42 52.19061(N)    081 03 03.80061(W)     ADJUSTED  
 MB3145* NAVD 88     -       313.2    (meters)    1028.     (feet)  GPS OBS   
 MB3145  ___________________________________________________________________
 MB3145  X           -     741,739.935 (meters)                     COMP
 MB3145  Y           -  -4,710,323.466 (meters)                     COMP
 MB3145  Z           -   4,222,170.886 (meters)                     COMP
 MB3145  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 MB3145  ELLIP HEIGHT-         278.96  (meters)          (10/07/05) GPS OBS
 MB3145  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 MB3145
 MB3145  HORZ ORDER  -  FIRST
 MB3145  ELLP ORDER  -  FOURTH    CLASS I
 MB3145
 MB3145.The horizontal coordinates were established by GPS observations
 MB3145.and adjusted by the National Geodetic Survey in April 1998..
 MB3145
 MB3145.The orthometric height was determined by GPS observations and a
 MB3145.high-resolution geoid model.
 MB3145
 MB3145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3145
 MB3145.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3145
 MB3145.The ellipsoidal height was determined by GPS observations
 MB3145.and is referenced to NAD 83.
 MB3145
 MB3145.The geoid height was determined by GEOID03.
 MB3145
 MB3145;                    North         East     Units Scale Factor Converg.
 MB3145;SPC OH N     -   228,412.071   720,576.041   MT  1.00000283   +0 57 06.8
 MB3145;UTM  17      - 4,618,079.247   495,752.838   MT  0.99960022   -0 02 02.3
 MB3145
 MB3145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3145!SPC OH N     -   0.99995625  x   1.00000283  =   0.99995908
 MB3145!UTM  17      -   0.99995625  x   0.99960022  =   0.99955649
 MB3145
 MB3145                          SUPERSEDED SURVEY CONTROL
 MB3145
 MB3145  ELLIP H (04/01/98)  279.02   (m)                       GP(       ) 4 1
 MB3145  NAD 83(1986)-  41 42 52.20080(N)    081 03 03.79853(W) AD(       ) 1
 MB3145  NGVD 29 (12/02/91)  313.4    (m)         1028.     (f) GPS OBS        
 MB3145
 MB3145.Superseded values are not recommended for survey control.
 MB3145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3145.See file dsdata.txt to determine how the superseded data were derived.
 MB3145
 MB3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9575318079(NAD 83)
 MB3145_MARKER: DE = TRAVERSE STATION DISK
 MB3145_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3145_SP_SET: PREFAB CONC. POST IN EARTH
 MB3145_STAMPING: GEUAGA COUNTY CONTROL SURVEY 2026
 MB3145_MARK LOGO: OH-055
 MB3145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3145+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1992
 MB3145
 MB3145  HISTORY     - Date     Condition        Report By
 MB3145  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3145  HISTORY     - 19921208 GOOD             HOLDEN
 MB3145  HISTORY     - 19960901 MARK NOT FOUND   USPSQD
 MB3145  HISTORY     - 20011117 MARK NOT FOUND   USPSQD
 MB3145
 MB3145                          STATION DESCRIPTION
 MB3145
 MB3145'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3145'THE STATION IS LOCATED APPROXIMATELY 34.5 FEET WEST OF THE CENTERLINE
 MB3145'OF STATE ROUTE 528 AND IS APPROXIMATELY 11.6 FEET NORTH OF THE
 MB3145'POWEPOLE. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK
 MB3145'SET INTO A CONCRETE MONUMENT AND IS STAMPED 2026. TO RECH THE STATION
 MB3145'FROM THE CHARDON POST OFFICE PROCEED EAST FOR .19 MILES TO THE
 MB3145'HAMBDEN TOWNSHIP LINE. PROCEED EAST ON U.S. ROUTE 6 FOR 7.16 MILES TO
 MB3145'STATE ROUTE 528. TURN LEFT ON STATE ROUTE 528 AND PROCEED NORTH FOR
 MB3145'7.28 MILES TO THE MARK.
 MB3145
 MB3145                          STATION RECOVERY (1992)
 MB3145
 MB3145'RECOVERY NOTE BY HOLDEN GPS 1992
 MB3145'RECOVERED IN GOOD CONDITION.
 MB3145
 MB3145                          STATION RECOVERY (1996)
 MB3145
 MB3145'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB3145'MARK NOT FOUND.
 MB3145
 MB3145                          STATION RECOVERY (2001)
 MB3145
 MB3145'RECOVERY NOTE BY US POWER SQUADRON 2001 (JFE)
 MB3145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0405 ***********************************************************************
 JZ0405  DESIGNATION -  2027
 JZ0405  PID         -  JZ0405
 JZ0405  STATE/COUNTY-  OH/HAMILTON
 JZ0405  USGS QUAD   -  NEWPORT (1987)
 JZ0405
 JZ0405                         *CURRENT SURVEY CONTROL
 JZ0405  ___________________________________________________________________
 JZ0405* NAD 83(1986)-  39 04 41.     (N)    084 25 21.     (W)     SCALED    
 JZ0405* NAVD 88     -       148.727  (meters)     487.95   (feet)  ADJUSTED  
 JZ0405  ___________________________________________________________________
 JZ0405  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0405  DYNAMIC HT  -         148.634 (meters)     487.64  (feet)  COMP
 JZ0405  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JZ0405
 JZ0405  VERT ORDER  -  FIRST     CLASS II
 JZ0405
 JZ0405.The horizontal coordinates were scaled from a topographic map and have
 JZ0405.an estimated accuracy of +/- 6 seconds.
 JZ0405
 JZ0405.The orthometric height was determined by differential leveling
 JZ0405.and adjusted by the National Geodetic Survey in June 1991..
 JZ0405.WARNING-Repeat measurements at this control monument indicate possible
 JZ0405.vertical movement.
 JZ0405
 JZ0405.The geoid height was determined by GEOID03.
 JZ0405
 JZ0405.The dynamic height is computed by dividing the NAVD 88
 JZ0405.geopotential number by the normal gravity value computed on the
 JZ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0405.degrees latitude (g = 980.6199 gals.).
 JZ0405
 JZ0405.The modeled gravity was interpolated from observed gravity values.
 JZ0405
 JZ0405;                    North         East    Units  Estimated Accuracy
 JZ0405;SPC OH S     -   121,450.      433,670.      MT  (+/- 180 meters Scaled)
 JZ0405
 JZ0405                          SUPERSEDED SURVEY CONTROL
 JZ0405
 JZ0405  NGVD 29 (??/??/92)  148.906  (m)          488.54   (f) ADJ UNCH    1 2
 JZ0405
 JZ0405.Superseded values are not recommended for survey control.
 JZ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0405.See file dsdata.txt to determine how the superseded data were derived.
 JZ0405
 JZ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ229286(NAD 83)
 JZ0405_MARKER: DD = SURVEY DISK
 JZ0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0405_STAMPING: 2027 47
 JZ0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0405+STABILITY: SURFACE MOTION
 JZ0405
 JZ0405  HISTORY     - Date     Condition        Report By
 JZ0405  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0405  HISTORY     - 1947     GOOD             NGS
 JZ0405  HISTORY     - 1949     GOOD             NGS
 JZ0405  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0405
 JZ0405                          STATION DESCRIPTION
 JZ0405
 JZ0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0405'AT CALIFORNIA.
 JZ0405'AT CALIFORNIA ABOUT 0.3 MILE NORTHWEST OF THE NEW CHEMICAL BUILDING
 JZ0405'AT THE CINCINNATI WATER WORKS, IN THE NORTHWEST CORNER OF A SMALL
 JZ0405'GRASS TRIANGLE AT AN OLD ABANDONED RAILROAD CROSSING, 19.6 FEET
 JZ0405'SOUTHWEST OF THE NORTHWEST BOUND TRAFFIC LANE, 19.3 FEET
 JZ0405'NORTHEAST OF THE CENTERLINE OF THE SOUTHEAST BOUND TRAFFIC LANE,
 JZ0405'10.0 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE TRIANGLE,
 JZ0405'LEVEL WITH STREET.  A CONCRETE POST SET FLUSH WITH GROUND.
 JZ0405
 JZ0405                          STATION RECOVERY (1949)
 JZ0405
 JZ0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 JZ0405'RECOVERED IN GOOD CONDITION.
 JZ0405
 JZ0405                          STATION RECOVERY (1985)
 JZ0405
 JZ0405'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0401 ***********************************************************************
 JZ0401  DESIGNATION -  2029
 JZ0401  PID         -  JZ0401
 JZ0401  STATE/COUNTY-  OH/HAMILTON
 JZ0401  USGS QUAD   -  NEWPORT (1987)
 JZ0401
 JZ0401                         *CURRENT SURVEY CONTROL
 JZ0401  ___________________________________________________________________
 JZ0401* NAD 83(1986)-  39 05 29.     (N)    084 25 37.     (W)     SCALED    
 JZ0401* NAVD 88     -       148.450  (meters)     487.04   (feet)  ADJUSTED  
 JZ0401  ___________________________________________________________________
 JZ0401  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0401  DYNAMIC HT  -         148.357 (meters)     486.73  (feet)  COMP
 JZ0401  MODELED GRAV-     979,999.7   (mgal)                       NAVD 88
 JZ0401
 JZ0401  VERT ORDER  -  FIRST     CLASS II
 JZ0401
 JZ0401.The horizontal coordinates were scaled from a topographic map and have
 JZ0401.an estimated accuracy of +/- 6 seconds.
 JZ0401
 JZ0401.The orthometric height was determined by differential leveling
 JZ0401.and adjusted by the National Geodetic Survey in June 1991..
 JZ0401.WARNING-Repeat measurements at this control monument indicate possible
 JZ0401.vertical movement.
 JZ0401
 JZ0401.The geoid height was determined by GEOID03.
 JZ0401
 JZ0401.The dynamic height is computed by dividing the NAVD 88
 JZ0401.geopotential number by the normal gravity value computed on the
 JZ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0401.degrees latitude (g = 980.6199 gals.).
 JZ0401
 JZ0401.The modeled gravity was interpolated from observed gravity values.
 JZ0401
 JZ0401;                    North         East    Units  Estimated Accuracy
 JZ0401;SPC OH S     -   122,940.      433,310.      MT  (+/- 180 meters Scaled)
 JZ0401
 JZ0401                          SUPERSEDED SURVEY CONTROL
 JZ0401
 JZ0401  NGVD 29 (??/??/92)  148.630  (m)          487.63   (f) ADJ UNCH    1 2
 JZ0401
 JZ0401.Superseded values are not recommended for survey control.
 JZ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0401.See file dsdata.txt to determine how the superseded data were derived.
 JZ0401
 JZ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ225300(NAD 83)
 JZ0401_MARKER: DD = SURVEY DISK
 JZ0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0401_STAMPING: 2029 47
 JZ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0401+STABILITY: SURFACE MOTION
 JZ0401
 JZ0401  HISTORY     - Date     Condition        Report By
 JZ0401  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0401  HISTORY     - 1949     GOOD             NGS
 JZ0401  HISTORY     - 1969     GOOD             NGS
 JZ0401  HISTORY     - 1985     GOOD             USPSQD
 JZ0401  HISTORY     - 1986     GOOD             LOCSUR
 JZ0401
 JZ0401                          STATION DESCRIPTION
 JZ0401
 JZ0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0401'AT CINCINNATI.
 JZ0401'AT CINCINNATI, ABOUT 0.4 MILE SOUTHEAST ALONG KELLOGG AVENUE
 JZ0401'FROM THE T JUNCTION OF GASSAWAY ROAD LEADING SOUTHWEST, ABOUT
 JZ0401'0.2 MILE SOUTHEAST ALONG KELLOGG AVENUE FROM THE Y JUNCTION OF
 JZ0401'ANCHORAGE ROAD LEADING WEST-NORTHWEST, ABOUT 0.5 MILE NORTHWEST
 JZ0401'OF STEEL BRIDGE ACROSS LITTLE MIAMI RIVER, 105.5 FEET SOUTHEAST
 JZ0401'OF POWER LINE POLE WITH A STREET LIGHT, 51 FEET NORTHWEST OF A
 JZ0401'POWER LINE POLE H 59076 RE, 4.8 FEET SOUTHWEST OF THE SOUTHWEST
 JZ0401'CURB OF KELLOGG AVENUE, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS
 JZ0401'POST, ABOUT LEVEL WITH THE CURB AND SET IN THE TOP OF A CONCRETE
 JZ0401'POST PROJECTING 1 INCH.
 JZ0401
 JZ0401                          STATION RECOVERY (1969)
 JZ0401
 JZ0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JZ0401'RECOVERED IN GOOD CONDITION.
 JZ0401
 JZ0401                          STATION RECOVERY (1985)
 JZ0401
 JZ0401'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0401'EASILY LOCATED WITNESS STAKE.
 JZ0401
 JZ0401                          STATION RECOVERY (1986)
 JZ0401
 JZ0401'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 JZ0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0695 ***********************************************************************
 JZ0695  DESIGNATION -  203
 JZ0695  PID         -  JZ0695
 JZ0695  STATE/COUNTY-  OH/HAMILTON
 JZ0695  USGS QUAD   -  BURLINGTON (1991)
 JZ0695
 JZ0695                         *CURRENT SURVEY CONTROL
 JZ0695  ___________________________________________________________________
 JZ0695* NAD 83(1986)-  39 06 46.     (N)    084 41 33.     (W)     SCALED    
 JZ0695* NAVD 88     -       155.081  (meters)     508.79   (feet)  ADJUSTED  
 JZ0695  ___________________________________________________________________
 JZ0695  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0695  DYNAMIC HT  -         154.985 (meters)     508.48  (feet)  COMP
 JZ0695  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 JZ0695
 JZ0695  VERT ORDER  -  FIRST     CLASS II
 JZ0695
 JZ0695.The horizontal coordinates were scaled from a topographic map and have
 JZ0695.an estimated accuracy of +/- 6 seconds.
 JZ0695
 JZ0695.The orthometric height was determined by differential leveling
 JZ0695.and adjusted by the National Geodetic Survey in June 1991..
 JZ0695.WARNING-Repeat measurements at this control monument indicate possible
 JZ0695.vertical movement.
 JZ0695
 JZ0695.The geoid height was determined by GEOID03.
 JZ0695
 JZ0695.The dynamic height is computed by dividing the NAVD 88
 JZ0695.geopotential number by the normal gravity value computed on the
 JZ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0695.degrees latitude (g = 980.6199 gals.).
 JZ0695
 JZ0695.The modeled gravity was interpolated from observed gravity values.
 JZ0695
 JZ0695;                    North         East    Units  Estimated Accuracy
 JZ0695;SPC OH S     -   125,840.      410,400.      MT  (+/- 180 meters Scaled)
 JZ0695
 JZ0695                          SUPERSEDED SURVEY CONTROL
 JZ0695
 JZ0695  NGVD 29 (08/25/92)  155.263  (m)          509.39   (f) ADJUSTED    1 2
 JZ0695
 JZ0695.Superseded values are not recommended for survey control.
 JZ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0695.See file dsdata.txt to determine how the superseded data were derived.
 JZ0695
 JZ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ995318(NAD 83)
 JZ0695_MARKER: DE = TRAVERSE STATION DISK
 JZ0695_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0695_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0695_STAMPING: 203-1 C. OF C.
 JZ0695_MARK LOGO: OH1610
 JZ0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0695
 JZ0695  HISTORY     - Date     Condition        Report By
 JZ0695  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0695  HISTORY     - 1947     GOOD             NGS
 JZ0695  HISTORY     - 1986     GOOD             NGS
 JZ0695  HISTORY     - 19920227 GOOD             WOOLPT
 JZ0695
 JZ0695                          STATION DESCRIPTION
 JZ0695
 JZ0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0695'AT SAYLER PARK.
 JZ0695'AT SAYLER PARK, ALONG RIVER ROAD.  AT THE NORTHEAST CORNER OF THE
 JZ0695'INTERSECTION OF RIVER ROAD AND THELMA AVENUE, 5.5 FEET NORTH
 JZ0695'OF THE NORTH CURB LINE OF RIVER ROAD.  A CONCRETE POST SET FLUSH
 JZ0695'WITH GROUND.
 JZ0695
 JZ0695                          STATION RECOVERY (1986)
 JZ0695
 JZ0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0695'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS, IN SAYLER
 JZ0695'PARK, AT THE INTERSECTION OF GRACELY DRIVE AND THELMA AVENUE, 7.8 M
 JZ0695'(25.6 FT) EAST OF THE CENTERLINE OF THE AVENUE, 6.9 M (22.6 FT) NORTH
 JZ0695'OF THE CENTER OF THE DRIVE, 4.3 M (14.1 FT) WEST-NORTHWEST OF A FIRE
 JZ0695'HYDRANT, AND 0.9 M (3.0 FT) NORTHEAST OF UTILITY POLE NUMBER E6-85.
 JZ0695'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 JZ0695
 JZ0695                          STATION RECOVERY (1992)
 JZ0695
 JZ0695'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0377 ***********************************************************************
 JZ0377  DESIGNATION -  2031
 JZ0377  PID         -  JZ0377
 JZ0377  STATE/COUNTY-  OH/HAMILTON
 JZ0377  USGS QUAD   -  NEWPORT (1987)
 JZ0377
 JZ0377                         *CURRENT SURVEY CONTROL
 JZ0377  ___________________________________________________________________
 JZ0377* NAD 83(1986)-  39 04 27.     (N)    084 22 32.     (W)     SCALED    
 JZ0377* NAVD 88     -       233.864  (meters)     767.27   (feet)  ADJUSTED  
 JZ0377  ___________________________________________________________________
 JZ0377  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0377  DYNAMIC HT  -         233.717 (meters)     766.79  (feet)  COMP
 JZ0377  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JZ0377
 JZ0377  VERT ORDER  -  FIRST     CLASS II
 JZ0377
 JZ0377.The horizontal coordinates were scaled from a topographic map and have
 JZ0377.an estimated accuracy of +/- 6 seconds.
 JZ0377
 JZ0377.The orthometric height was determined by differential leveling
 JZ0377.and adjusted by the National Geodetic Survey in June 1991..
 JZ0377
 JZ0377.The geoid height was determined by GEOID03.
 JZ0377
 JZ0377.The dynamic height is computed by dividing the NAVD 88
 JZ0377.geopotential number by the normal gravity value computed on the
 JZ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0377.degrees latitude (g = 980.6199 gals.).
 JZ0377
 JZ0377.The modeled gravity was interpolated from observed gravity values.
 JZ0377
 JZ0377;                    North         East    Units  Estimated Accuracy
 JZ0377;SPC OH S     -   120,930.      437,720.      MT  (+/- 180 meters Scaled)
 JZ0377
 JZ0377                          SUPERSEDED SURVEY CONTROL
 JZ0377
 JZ0377  NGVD 29 (??/??/92)  234.043  (m)          767.86   (f) ADJ UNCH    1 2
 JZ0377
 JZ0377.Superseded values are not recommended for survey control.
 JZ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0377.See file dsdata.txt to determine how the superseded data were derived.
 JZ0377
 JZ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ270282(NAD 83)
 JZ0377_MARKER: DE = TRAVERSE STATION DISK
 JZ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0377_SP_SET: CONCRETE POST
 JZ0377_STAMPING: 2031 47
 JZ0377_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0377+STABILITY: SURFACE MOTION
 JZ0377
 JZ0377  HISTORY     - Date     Condition        Report By
 JZ0377  HISTORY     - 1947     MONUMENTED       OH1610
 JZ0377  HISTORY     - 1947     GOOD             CGS
 JZ0377  HISTORY     - 1951     MARK NOT FOUND   LOCSUR
 JZ0377
 JZ0377                          STATION DESCRIPTION
 JZ0377
 JZ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0377'AT MT WASHINGTON.
 JZ0377'AT MOUNT WASHINGTON AT THE NORTHEAST CORNER OF THE INTERSECTION
 JZ0377'OF SALEM PIKE AND BURNEY LANE, 27.7 FEET NORTH OF THE CENTERLINE
 JZ0377'OF SALEM PIKE, 29.0 FEET EAST OF THE CENTERLINE OF BURNEY ROAD.
 JZ0377'ABOUT 1.0 FEET LOWER THAN THE CENTER LINE OF SALEM PIKE, A
 JZ0377'CONCRETE POST SET FLUSH WITH THE GROUND.
 JZ0377
 JZ0377                          STATION RECOVERY (1951)
 JZ0377
 JZ0377'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1951
 JZ0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3592 ***********************************************************************
 JZ3592  DESIGNATION -  2031 RESET
 JZ3592  PID         -  JZ3592
 JZ3592  STATE/COUNTY-  OH/HAMILTON
 JZ3592  USGS QUAD   -  NEWPORT (1987)
 JZ3592
 JZ3592                         *CURRENT SURVEY CONTROL
 JZ3592  ___________________________________________________________________
 JZ3592* NAD 83(1986)-  39 04 27.     (N)    084 22 32.     (W)     SCALED    
 JZ3592* NAVD 88     -       234.322  (meters)     768.77   (feet)  ADJUSTED  
 JZ3592  ___________________________________________________________________
 JZ3592  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3592  DYNAMIC HT  -         234.175 (meters)     768.29  (feet)  COMP
 JZ3592  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JZ3592
 JZ3592  VERT ORDER  -  SECOND    CLASS II
 JZ3592
 JZ3592.The horizontal coordinates were scaled from a topographic map and have
 JZ3592.an estimated accuracy of +/- 6 seconds.
 JZ3592
 JZ3592.The orthometric height was determined by differential leveling
 JZ3592.and adjusted by the National Geodetic Survey in March 1993..
 JZ3592
 JZ3592.The geoid height was determined by GEOID03.
 JZ3592
 JZ3592.The dynamic height is computed by dividing the NAVD 88
 JZ3592.geopotential number by the normal gravity value computed on the
 JZ3592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3592.degrees latitude (g = 980.6199 gals.).
 JZ3592
 JZ3592.The modeled gravity was interpolated from observed gravity values.
 JZ3592
 JZ3592;                    North         East    Units  Estimated Accuracy
 JZ3592;SPC OH S     -   120,930.      437,720.      MT  (+/- 180 meters Scaled)
 JZ3592
 JZ3592                          SUPERSEDED SURVEY CONTROL
 JZ3592
 JZ3592  NGVD 29 (08/25/92)  234.502  (m)          769.36   (f) ADJUSTED    2 2
 JZ3592
 JZ3592.Superseded values are not recommended for survey control.
 JZ3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3592.See file dsdata.txt to determine how the superseded data were derived.
 JZ3592
 JZ3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ270282(NAD 83)
 JZ3592_MARKER: DB = BENCH MARK DISK
 JZ3592_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ3592_SP_SET: 4 FT WIDE CONCRETE SIDEWALK
 JZ3592_STAMPING: 2031R C. OF C.
 JZ3592_MARK LOGO: OH1610
 JZ3592_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3592
 JZ3592  HISTORY     - Date     Condition        Report By
 JZ3592  HISTORY     - 1951     MONUMENTED       LOCSUR
 JZ3592  HISTORY     - 19920122 GOOD             WOOLPT
 JZ3592
 JZ3592                          STATION DESCRIPTION
 JZ3592
 JZ3592'DESCRIBED BY WOOLPERT CONSULTANTS 1992
 JZ3592'STATION 2031 C. OF C. AS DESCRIBED BY NGS PUBLISHED DESCRIPTIONS IS
 JZ3592'INCORRECT AND INDICATES THAT THE BENCHMARK HAD BEEN RESET SOMETIME IN
 JZ3592'1951.  THE CURRENT POSITION OF BENCHMARK 2031 IS DESCRIBED AS BEING
 JZ3592'LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF SALEM AVENUE
 JZ3592'AND BURNEY LANE, IN THE SUBURB OF MT.  WASHINGTON, IN CINCINNATI
 JZ3592'OHIO.  THE BENCHMARK IS MORE PARTICULARLY DESCRIBED AS BEING 28.5 FT
 JZ3592'NORTH OF THE CENTERLINE OF SAID SALEM AVENUE, 23.0 FT EAST OF THE
 JZ3592'CENTERLINE OF SAID BURNEY LANE AND SET FLUSH IN A 4 FT WIDE CONCRETE
 JZ3592'SIDEWALK.  SAID STATION SETS FLUSH IN A FOUR FOOT WIDE CONCRETE
 JZ3592'SIDEWALK AND IS STAMPED 2031R C. OF C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0339 ***********************************************************************
 JZ0339  DESIGNATION -  2033
 JZ0339  PID         -  JZ0339
 JZ0339  STATE/COUNTY-  OH/HAMILTON
 JZ0339  USGS QUAD   -  GLENDALE (1987)
 JZ0339
 JZ0339                         *CURRENT SURVEY CONTROL
 JZ0339  ___________________________________________________________________
 JZ0339* NAD 83(1986)-  39 15 07.     (N)    084 23 13.     (W)     SCALED    
 JZ0339* NAVD 88     -       255.004  (meters)     836.63   (feet)  ADJUSTED  
 JZ0339  ___________________________________________________________________
 JZ0339  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ0339  DYNAMIC HT  -         254.846 (meters)     836.11  (feet)  COMP
 JZ0339  MODELED GRAV-     980,002.0   (mgal)                       NAVD 88
 JZ0339
 JZ0339  VERT ORDER  -  FIRST     CLASS II
 JZ0339
 JZ0339.The horizontal coordinates were scaled from a topographic map and have
 JZ0339.an estimated accuracy of +/- 6 seconds.
 JZ0339
 JZ0339.The orthometric height was determined by differential leveling
 JZ0339.and adjusted by the National Geodetic Survey in June 1991..
 JZ0339
 JZ0339.The geoid height was determined by GEOID03.
 JZ0339
 JZ0339.The dynamic height is computed by dividing the NAVD 88
 JZ0339.geopotential number by the normal gravity value computed on the
 JZ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0339.degrees latitude (g = 980.6199 gals.).
 JZ0339
 JZ0339.The modeled gravity was interpolated from observed gravity values.
 JZ0339
 JZ0339;                    North         East    Units  Estimated Accuracy
 JZ0339;SPC OH S     -   140,680.      437,140.      MT  (+/- 180 meters Scaled)
 JZ0339
 JZ0339                          SUPERSEDED SURVEY CONTROL
 JZ0339
 JZ0339  NGVD 29 (??/??/92)  255.181  (m)          837.21   (f) ADJ UNCH    1 2
 JZ0339
 JZ0339.Superseded values are not recommended for survey control.
 JZ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0339.See file dsdata.txt to determine how the superseded data were derived.
 JZ0339
 JZ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ254479(NAD 83)
 JZ0339_MARKER: DD = SURVEY DISK
 JZ0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0339_SP_SET: CULVERT
 JZ0339_STAMPING: 2033 47
 JZ0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0339
 JZ0339  HISTORY     - Date     Condition        Report By
 JZ0339  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0339  HISTORY     - 1947     GOOD             NGS
 JZ0339
 JZ0339                          STATION DESCRIPTION
 JZ0339
 JZ0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0339'0.6 MI W FROM BLUE ASH.
 JZ0339'0.65 MILE WEST ALONG THE GLENDALE-MILFORD ROAD FROM KENWOOD ROAD
 JZ0339'AT BLUE ASH, HAMILTON COUNTY, 0.5 MILE EAST OF PLAINFIELD ROAD
 JZ0339'AT THE JUNCTION OF GLENDALE-MILDORD ROAD AND MC KINLEY AVENUE, IN
 JZ0339'THE TOP OF THE SOUTH WING WALL OF A 12-INCH CULVERT, 57.5 FEET
 JZ0339'NORTH OF THE EXTENDED CENTERLINE OF MC KINLEY AVENUE, 20.7 FEET
 JZ0339'SOUTH OF THE CENTERLINE OF GLENDALE-MILDORD ROAD, AND LEVEL WITH
 JZ0339'THE ROAD.  A CITY OF CINCINNATI STANDARD TRAVERSE-STATION DISK,
 JZ0339'STAMPED 2033 47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0178 ***********************************************************************
 LA0178  DESIGNATION -  204
 LA0178  PID         -  LA0178
 LA0178  STATE/COUNTY-  OH/SHELBY
 LA0178  USGS QUAD   -  SIDNEY (1982)
 LA0178
 LA0178                         *CURRENT SURVEY CONTROL
 LA0178  ___________________________________________________________________
 LA0178* NAD 83(1986)-  40 16 26.     (N)    084 09 30.     (W)     SCALED    
 LA0178* NAVD 88     -       309.616  (meters)    1015.80   (feet)  ADJUSTED  
 LA0178  ___________________________________________________________________
 LA0178  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LA0178  DYNAMIC HT  -         309.461 (meters)    1015.29  (feet)  COMP
 LA0178  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 LA0178
 LA0178  VERT ORDER  -  FIRST     CLASS II
 LA0178
 LA0178.The horizontal coordinates were scaled from a topographic map and have
 LA0178.an estimated accuracy of +/- 6 seconds.
 LA0178
 LA0178.The orthometric height was determined by differential leveling
 LA0178.and adjusted by the National Geodetic Survey in January 1994..
 LA0178
 LA0178.The geoid height was determined by GEOID03.
 LA0178
 LA0178.The dynamic height is computed by dividing the NAVD 88
 LA0178.geopotential number by the normal gravity value computed on the
 LA0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0178.degrees latitude (g = 980.6199 gals.).
 LA0178
 LA0178.The modeled gravity was interpolated from observed gravity values.
 LA0178
 LA0178;                    North         East    Units  Estimated Accuracy
 LA0178;SPC OH N     -    68,770.      458,960.      MT  (+/- 180 meters Scaled)
 LA0178
 LA0178                          SUPERSEDED SURVEY CONTROL
 LA0178
 LA0178  NAVD 88 (06/15/91)  309.591  (m)         1015.72   (f) UNKNOWN     1 2
 LA0178  NGVD 29 (??/??/92)  309.774  (m)         1016.32   (f) ADJ UNCH    1 2
 LA0178
 LA0178.Superseded values are not recommended for survey control.
 LA0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0178.See file dsdata.txt to determine how the superseded data were derived.
 LA0178
 LA0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK416620(NAD 83)
 LA0178_MARKER: B = BOLT
 LA0178_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LA0178_SP_SET: OVERPASS ABUTMENT
 LA0178_MARK LOGO: NONE  
 LA0178_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0178+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 LA0178
 LA0178  HISTORY     - Date     Condition        Report By
 LA0178  HISTORY     - UNK      MONUMENTED       PCRR
 LA0178  HISTORY     - 1954     GOOD             NGS
 LA0178  HISTORY     - 19930629 GOOD             NGS
 LA0178
 LA0178                          STATION DESCRIPTION
 LA0178
 LA0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0178'AT SIDNEY.
 LA0178'AT SIDNEY, ABOUT 0.1 MILE EAST ALONG THE CLEVELAND, CINCINNATI,
 LA0178'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT SIDNEY, IN
 LA0178'THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF RAILWAY OVERPASS
 LA0178'OVER THE BALTIMORE AND OHIO RAILROAD, 9.2 FEET NORTH OF NORTH
 LA0178'RAIL AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.  NOTE-- THE
 LA0178'ABUTMENT IS CRACKED AND THE BOLT IS SET IN A 1 1/2-FOOT SQUARE
 LA0178'PORTION OF CONCRETE WHICH APPEARS TO BE SEPARATED FROM MAIN
 LA0178'STRUCTURE OF BRIDGE.
 LA0178
 LA0178                          STATION RECOVERY (1993)
 LA0178
 LA0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0178'IN SIDNEY, AT THE INTERSECTION OF THE CONRAIL AND CHESSIE SYSTEM
 LA0178'RAILROADS, A METAL BOLT NEAR THE NORTH END OF THE WEST CONCRETE
 LA0178'ABUTMENT OF THE CONRAIL RAILROAD OVERPASS OF THE CHESSIE SYSTEM
 LA0178'RAILROAD, 2.8 M (9.2 FT) NORTH OF THE NEAR RAIL, AND 0.5 M (1.6 FT)
 LA0178'BELOW THE LEVEL OF THE TRACK.  NOTE--THE ABUTMENT HAS DETERIORATED
 LA0178'AND IS WEATHER BEATEN.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0696 ***********************************************************************
 JZ0696  DESIGNATION -  204
 JZ0696  PID         -  JZ0696
 JZ0696  STATE/COUNTY-  OH/HAMILTON
 JZ0696  USGS QUAD   -  BURLINGTON (1991)
 JZ0696
 JZ0696                         *CURRENT SURVEY CONTROL
 JZ0696  ___________________________________________________________________
 JZ0696* NAD 83(1986)-  39 07 09.     (N)    084 41 54.     (W)     SCALED    
 JZ0696* NAVD 88     -       156.037  (meters)     511.93   (feet)  ADJUSTED  
 JZ0696  ___________________________________________________________________
 JZ0696  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0696  DYNAMIC HT  -         155.941 (meters)     511.62  (feet)  COMP
 JZ0696  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 JZ0696
 JZ0696  VERT ORDER  -  FIRST     CLASS II
 JZ0696
 JZ0696.The horizontal coordinates were scaled from a topographic map and have
 JZ0696.an estimated accuracy of +/- 6 seconds.
 JZ0696
 JZ0696.The orthometric height was determined by differential leveling
 JZ0696.and adjusted by the National Geodetic Survey in June 1991..
 JZ0696
 JZ0696.The geoid height was determined by GEOID03.
 JZ0696
 JZ0696.The dynamic height is computed by dividing the NAVD 88
 JZ0696.geopotential number by the normal gravity value computed on the
 JZ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0696.degrees latitude (g = 980.6199 gals.).
 JZ0696
 JZ0696.The modeled gravity was interpolated from observed gravity values.
 JZ0696
 JZ0696;                    North         East    Units  Estimated Accuracy
 JZ0696;SPC OH S     -   126,560.      409,920.      MT  (+/- 180 meters Scaled)
 JZ0696
 JZ0696                          SUPERSEDED SURVEY CONTROL
 JZ0696
 JZ0696  NGVD 29 (08/25/92)  156.225  (m)          512.55   (f) ADJUSTED    1 2
 JZ0696
 JZ0696.Superseded values are not recommended for survey control.
 JZ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0696.See file dsdata.txt to determine how the superseded data were derived.
 JZ0696
 JZ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ989325(NAD 83)
 JZ0696_MARKER: DB = BENCH MARK DISK
 JZ0696_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0696_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0696_STAMPING: 204 C. OF C.
 JZ0696_MARK LOGO: OH1610
 JZ0696_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0696
 JZ0696  HISTORY     - Date     Condition        Report By
 JZ0696  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0696  HISTORY     - 1947     GOOD             NGS
 JZ0696  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0696  HISTORY     - 19920227 GOOD             WOOLPT
 JZ0696
 JZ0696                          STATION DESCRIPTION
 JZ0696
 JZ0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0696'AT SAYLER PARK.
 JZ0696'AT SAYLER PARK, ALONG RIVER ROAD, 330 FEET EAST OF WILKINS SHORT
 JZ0696'ROAD.  DISK SET IN CONCRETE FOUNDATION BETWEEN ROADWAY AND WALK
 JZ0696'ON THE NORTH SIDE OF RIVER ROAD, 0.6 FEET SOUTH OF THE SOUTH EDGE
 JZ0696'OF WALK AND 330.0 FEET EAST OF THE EAST CURB LINE OF WILKINS
 JZ0696'SHORT ROAD.
 JZ0696
 JZ0696                          STATION RECOVERY (1986)
 JZ0696
 JZ0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0696'MARK NOT FOUND.
 JZ0696
 JZ0696                          STATION RECOVERY (1992)
 JZ0696
 JZ0696'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0701 ***********************************************************************
 JZ0701  DESIGNATION -  204 CUT
 JZ0701  PID         -  JZ0701
 JZ0701  STATE/COUNTY-  OH/HAMILTON
 JZ0701  USGS QUAD   -  COVINGTON (1987)
 JZ0701
 JZ0701                         *CURRENT SURVEY CONTROL
 JZ0701  ___________________________________________________________________
 JZ0701* NAD 83(1986)-  39 06 25.     (N)    084 32 24.     (W)     SCALED    
 JZ0701* NAVD 88     -       154.980  (meters)     508.46   (feet)  ADJUSTED  
 JZ0701  ___________________________________________________________________
 JZ0701  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0701  DYNAMIC HT  -         154.881 (meters)     508.14  (feet)  COMP
 JZ0701  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JZ0701
 JZ0701  VERT ORDER  -  FIRST     CLASS II
 JZ0701
 JZ0701.The horizontal coordinates were scaled from a topographic map and have
 JZ0701.an estimated accuracy of +/- 6 seconds.
 JZ0701
 JZ0701.The orthometric height was determined by differential leveling
 JZ0701.and adjusted by the National Geodetic Survey in June 1991..
 JZ0701
 JZ0701.The geoid height was determined by GEOID03.
 JZ0701
 JZ0701.The dynamic height is computed by dividing the NAVD 88
 JZ0701.geopotential number by the normal gravity value computed on the
 JZ0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0701.degrees latitude (g = 980.6199 gals.).
 JZ0701
 JZ0701.The modeled gravity was interpolated from observed gravity values.
 JZ0701
 JZ0701;                    North         East    Units  Estimated Accuracy
 JZ0701;SPC OH S     -   124,880.      423,570.      MT  (+/- 180 meters Scaled)
 JZ0701
 JZ0701                          SUPERSEDED SURVEY CONTROL
 JZ0701
 JZ0701  NGVD 29 (??/??/92)  155.15   (m)          509.0    (f) COMPUTED    1 2
 JZ0701
 JZ0701.Superseded values are not recommended for survey control.
 JZ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0701.See file dsdata.txt to determine how the superseded data were derived.
 JZ0701
 JZ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ127315(NAD 83)
 JZ0701_MARKER: B = BOLT
 JZ0701_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0701_SP_SET: ABUTMENT
 JZ0701_STAMPING: CUT CO BM 204 ELEV 509.252
 JZ0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0701
 JZ0701  HISTORY     - Date     Condition        Report By
 JZ0701  HISTORY     - UNK      MONUMENTED       LOCENG
 JZ0701  HISTORY     - 1949     GOOD             NGS
 JZ0701  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ0701
 JZ0701                          STATION DESCRIPTION
 JZ0701
 JZ0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0701'AT CINCINNATI.
 JZ0701'AT CINCINNATI, AT THE SOUTHERN RAILWAY OVERPASS OVER GEST STREET,
 JZ0701'IN THE TOP AND THE EAST END OF THE SOUTH ABUTMENT OF THE
 JZ0701'OVERPASS, 8.3 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 JZ0701'0.7 FOOT EAST OF PROJECTION OF IRON RAIL AND 2.5 FEET ABOVE
 JZ0701'THE LEVEL OF THE TRACK.
 JZ0701
 JZ0701                          STATION RECOVERY (1985)
 JZ0701
 JZ0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0701'NOT RECOVERED, THE IMPRINT OF A DISK AND SHANK WERE FOUND AT THE
 JZ0701'DESCRIBED LOCATION, CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0414 ***********************************************************************
 JZ0414  DESIGNATION -  2040
 JZ0414  PID         -  JZ0414
 JZ0414  STATE/COUNTY-  OH/HAMILTON
 JZ0414  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0414
 JZ0414                         *CURRENT SURVEY CONTROL
 JZ0414  ___________________________________________________________________
 JZ0414* NAD 83(1986)-  39 08 46.     (N)    084 28 05.     (W)     SCALED    
 JZ0414* NAVD 88     -       217.228  (meters)     712.69   (feet)  ADJUSTED  
 JZ0414  ___________________________________________________________________
 JZ0414  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0414  DYNAMIC HT  -         217.090 (meters)     712.24  (feet)  COMP
 JZ0414  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 JZ0414
 JZ0414  VERT ORDER  -  FIRST     CLASS II
 JZ0414
 JZ0414.The horizontal coordinates were scaled from a topographic map and have
 JZ0414.an estimated accuracy of +/- 6 seconds.
 JZ0414
 JZ0414.The orthometric height was determined by differential leveling
 JZ0414.and adjusted by the National Geodetic Survey in June 1991..
 JZ0414
 JZ0414.The geoid height was determined by GEOID03.
 JZ0414
 JZ0414.The dynamic height is computed by dividing the NAVD 88
 JZ0414.geopotential number by the normal gravity value computed on the
 JZ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0414.degrees latitude (g = 980.6199 gals.).
 JZ0414
 JZ0414.The modeled gravity was interpolated from observed gravity values.
 JZ0414
 JZ0414;                    North         East    Units  Estimated Accuracy
 JZ0414;SPC OH S     -   129,090.      429,890.      MT  (+/- 180 meters Scaled)
 JZ0414
 JZ0414                          SUPERSEDED SURVEY CONTROL
 JZ0414
 JZ0414  NGVD 29 (??/??/92)  217.402  (m)          713.26   (f) ADJ UNCH    1 2
 JZ0414
 JZ0414.Superseded values are not recommended for survey control.
 JZ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0414.See file dsdata.txt to determine how the superseded data were derived.
 JZ0414
 JZ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ188360(NAD 83)
 JZ0414_MARKER: DD = SURVEY DISK
 JZ0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0414_STAMPING: 2040 47
 JZ0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0414+STABILITY: SURFACE MOTION
 JZ0414
 JZ0414  HISTORY     - Date     Condition        Report By
 JZ0414  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0414  HISTORY     - 1947     GOOD             NGS
 JZ0414  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0414
 JZ0414                          STATION DESCRIPTION
 JZ0414
 JZ0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0414'AT CINCINNATI.
 JZ0414'AT CINCINNATI AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 JZ0414'MONTGOMERY ROAD AND DANA AVENUE, 35.3 FEET SOUTHWEST OF FIRE
 JZ0414'ALARM BOX, 3.5 FEET FROM EITHER CURB.  A CONCRETE POST SET IN
 JZ0414'THE SIDEWALK.
 JZ0414
 JZ0414                          STATION RECOVERY (1985)
 JZ0414
 JZ0414'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0413 ***********************************************************************
 JZ0413  DESIGNATION -  2041
 JZ0413  PID         -  JZ0413
 JZ0413  STATE/COUNTY-  OH/HAMILTON
 JZ0413  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0413
 JZ0413                         *CURRENT SURVEY CONTROL
 JZ0413  ___________________________________________________________________
 JZ0413* NAD 83(1986)-  39 09 11.     (N)    084 27 42.     (W)     SCALED    
 JZ0413* NAVD 88     -       203.163  (meters)     666.54   (feet)  ADJUSTED  
 JZ0413  ___________________________________________________________________
 JZ0413  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0413  DYNAMIC HT  -         203.034 (meters)     666.12  (feet)  COMP
 JZ0413  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 JZ0413
 JZ0413  VERT ORDER  -  FIRST     CLASS II
 JZ0413
 JZ0413.The horizontal coordinates were scaled from a topographic map and have
 JZ0413.an estimated accuracy of +/- 6 seconds.
 JZ0413
 JZ0413.The orthometric height was determined by differential leveling
 JZ0413.and adjusted by the National Geodetic Survey in June 1991..
 JZ0413
 JZ0413.The geoid height was determined by GEOID03.
 JZ0413
 JZ0413.The dynamic height is computed by dividing the NAVD 88
 JZ0413.geopotential number by the normal gravity value computed on the
 JZ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0413.degrees latitude (g = 980.6199 gals.).
 JZ0413
 JZ0413.The modeled gravity was interpolated from observed gravity values.
 JZ0413
 JZ0413;                    North         East    Units  Estimated Accuracy
 JZ0413;SPC OH S     -   129,850.      430,460.      MT  (+/- 180 meters Scaled)
 JZ0413
 JZ0413                          SUPERSEDED SURVEY CONTROL
 JZ0413
 JZ0413  NGVD 29 (??/??/92)  203.338  (m)          667.12   (f) ADJ UNCH    1 2
 JZ0413
 JZ0413.Superseded values are not recommended for survey control.
 JZ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0413.See file dsdata.txt to determine how the superseded data were derived.
 JZ0413
 JZ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ193368(NAD 83)
 JZ0413_MARKER: DD = SURVEY DISK
 JZ0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0413_STAMPING: 2041 47
 JZ0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0413+STABILITY: SURFACE MOTION
 JZ0413
 JZ0413  HISTORY     - Date     Condition        Report By
 JZ0413  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0413  HISTORY     - 1947     GOOD             NGS
 JZ0413
 JZ0413                          STATION DESCRIPTION
 JZ0413
 JZ0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0413'AT NORWOOD.
 JZ0413'AT NORWOOD ALONG MONTGOMERY ROAD IN THE 4000 BLOCK, 8.6 FEET
 JZ0413'NORTHWEST OF THE NORTHWEST CORNER OF A 2-STORY BRICK BUILDING 4010,
 JZ0413'9.0 FEET EAST OF THE EAST CURB OF MONTGOMERY ROAD, 123 FEET
 JZ0413'NORTH OF THE NORTH CURB OF WILLIAMS AVENUE.  A CONCRETE POST SET
 JZ0413'IN THE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0412 ***********************************************************************
 JZ0412  DESIGNATION -  2042
 JZ0412  PID         -  JZ0412
 JZ0412  STATE/COUNTY-  OH/HAMILTON
 JZ0412  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0412
 JZ0412                         *CURRENT SURVEY CONTROL
 JZ0412  ___________________________________________________________________
 JZ0412* NAD 83(1986)-  39 09 20.     (N)    084 27 35.     (W)     SCALED    
 JZ0412* NAVD 88     -       199.548  (meters)     654.68   (feet)  ADJUSTED  
 JZ0412  ___________________________________________________________________
 JZ0412  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0412  DYNAMIC HT  -         199.422 (meters)     654.27  (feet)  COMP
 JZ0412  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JZ0412
 JZ0412  VERT ORDER  -  FIRST     CLASS II
 JZ0412
 JZ0412.The horizontal coordinates were scaled from a topographic map and have
 JZ0412.an estimated accuracy of +/- 6 seconds.
 JZ0412
 JZ0412.The orthometric height was determined by differential leveling
 JZ0412.and adjusted by the National Geodetic Survey in June 1991..
 JZ0412
 JZ0412.The geoid height was determined by GEOID03.
 JZ0412
 JZ0412.The dynamic height is computed by dividing the NAVD 88
 JZ0412.geopotential number by the normal gravity value computed on the
 JZ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0412.degrees latitude (g = 980.6199 gals.).
 JZ0412
 JZ0412.The modeled gravity was interpolated from observed gravity values.
 JZ0412
 JZ0412;                    North         East    Units  Estimated Accuracy
 JZ0412;SPC OH S     -   130,120.      430,630.      MT  (+/- 180 meters Scaled)
 JZ0412
 JZ0412                          SUPERSEDED SURVEY CONTROL
 JZ0412
 JZ0412  NGVD 29 (06/03/91)  199.732  (m)          655.29   (f) ADJUSTED    1 2
 JZ0412
 JZ0412.Superseded values are not recommended for survey control.
 JZ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0412.See file dsdata.txt to determine how the superseded data were derived.
 JZ0412
 JZ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ194371(NAD 83)
 JZ0412_MARKER: DE = TRAVERSE STATION DISK
 JZ0412_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0412_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0412_STAMPING: 2042 47
 JZ0412_MARK LOGO: OH1610
 JZ0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0412
 JZ0412  HISTORY     - Date     Condition        Report By
 JZ0412  HISTORY     - 1947     MONUMENTED       OH1610
 JZ0412  HISTORY     - 1947     GOOD             NGS
 JZ0412  HISTORY     - 19900420 GOOD             WOOLPT
 JZ0412
 JZ0412                          STATION DESCRIPTION
 JZ0412
 JZ0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0412'AT NORWOOD.
 JZ0412'AT NORWOOD, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 JZ0412'MONTGOMERY ROAD AND ASHLAND AVENUE, 6.5 FEET EAST OF THE EAST
 JZ0412'CURB OF MONTGOMERY ROAD, 6.0 FEET SOUTH OF THE SOUTH CURB OF
 JZ0412'ASHLAND AVENUE, 9.0 FEET SOUTHWEST OF POLE R 19-184.  A CONCRETE
 JZ0412'POST SET IN SIDEWALK.
 JZ0412
 JZ0412                          STATION RECOVERY (1990)
 JZ0412
 JZ0412'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0411 ***********************************************************************
 JZ0411  DESIGNATION -  2043
 JZ0411  PID         -  JZ0411
 JZ0411  STATE/COUNTY-  OH/HAMILTON
 JZ0411  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0411
 JZ0411                         *CURRENT SURVEY CONTROL
 JZ0411  ___________________________________________________________________
 JZ0411* NAD 83(1986)-  39 09 31.     (N)    084 27 27.     (W)     SCALED    
 JZ0411* NAVD 88     -       196.083  (meters)     643.32   (feet)  ADJUSTED  
 JZ0411  ___________________________________________________________________
 JZ0411  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0411  DYNAMIC HT  -         195.959 (meters)     642.91  (feet)  COMP
 JZ0411  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 JZ0411
 JZ0411  VERT ORDER  -  FIRST     CLASS II
 JZ0411
 JZ0411.The horizontal coordinates were scaled from a topographic map and have
 JZ0411.an estimated accuracy of +/- 6 seconds.
 JZ0411
 JZ0411.The orthometric height was determined by differential leveling
 JZ0411.and adjusted by the National Geodetic Survey in June 1991..
 JZ0411
 JZ0411.The geoid height was determined by GEOID03.
 JZ0411
 JZ0411.The dynamic height is computed by dividing the NAVD 88
 JZ0411.geopotential number by the normal gravity value computed on the
 JZ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0411.degrees latitude (g = 980.6199 gals.).
 JZ0411
 JZ0411.The modeled gravity was interpolated from observed gravity values.
 JZ0411
 JZ0411;                    North         East    Units  Estimated Accuracy
 JZ0411;SPC OH S     -   130,460.      430,830.      MT  (+/- 180 meters Scaled)
 JZ0411
 JZ0411                          SUPERSEDED SURVEY CONTROL
 JZ0411
 JZ0411  NGVD 29 (??/??/92)  196.258  (m)          643.89   (f) ADJ UNCH    1 2
 JZ0411
 JZ0411.Superseded values are not recommended for survey control.
 JZ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0411.See file dsdata.txt to determine how the superseded data were derived.
 JZ0411
 JZ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ196374(NAD 83)
 JZ0411_MARKER: DD = SURVEY DISK
 JZ0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0411_SP_SET: SIDEWALK
 JZ0411_STAMPING: 2043 47
 JZ0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0411
 JZ0411  HISTORY     - Date     Condition        Report By
 JZ0411  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0411  HISTORY     - 1947     GOOD             NGS
 JZ0411  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0411
 JZ0411                          STATION DESCRIPTION
 JZ0411
 JZ0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0411'AT NORWOOD.
 JZ0411'AT NORWOOD AT THE INTERSECTION OF MONTGOMERY ROAD AND MILLS
 JZ0411'AVENUE, AT THE SOUTHWEST CORNER OF ATLANTIC AND PACIFIC TEA
 JZ0411'COMPANY SUPER STORE, 75.0 FEET NORTH OF THE NORTH CURB LINE OF
 JZ0411'MILLS AVENUE (PROLONGED), 13.5 FEET EAST OF THE EAST CURB OF
 JZ0411'MONTGOMERY ROAD, 4.0 FEET WEST OF THE WEST FACE OF ATLANTIC AND
 JZ0411'PACIFIC TEA COMPANY STORE, 1.0 FEET NORTH OF SOUTH LINE OF
 JZ0411'ATLANTIC AND PACIFIC TEA COMPANY SUPER STORE.  A DRILL SET IN
 JZ0411'SIDEWALK.
 JZ0411
 JZ0411                          STATION RECOVERY (1985)
 JZ0411
 JZ0411'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0426 ***********************************************************************
 JZ0426  DESIGNATION -  2044
 JZ0426  PID         -  JZ0426
 JZ0426  STATE/COUNTY-  OH/HAMILTON
 JZ0426  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0426
 JZ0426                         *CURRENT SURVEY CONTROL
 JZ0426  ___________________________________________________________________
 JZ0426* NAD 83(1986)-  39 09 50.     (N)    084 27 17.     (W)     SCALED    
 JZ0426* NAVD 88     -       192.614  (meters)     631.93   (feet)  ADJUSTED  
 JZ0426  ___________________________________________________________________
 JZ0426  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0426  DYNAMIC HT  -         192.493 (meters)     631.54  (feet)  COMP
 JZ0426  MODELED GRAV-     979,991.8   (mgal)                       NAVD 88
 JZ0426
 JZ0426  VERT ORDER  -  FIRST     CLASS II
 JZ0426
 JZ0426.The horizontal coordinates were scaled from a topographic map and have
 JZ0426.an estimated accuracy of +/- 6 seconds.
 JZ0426
 JZ0426.The orthometric height was determined by differential leveling
 JZ0426.and adjusted by the National Geodetic Survey in June 1991..
 JZ0426
 JZ0426.The geoid height was determined by GEOID03.
 JZ0426
 JZ0426.The dynamic height is computed by dividing the NAVD 88
 JZ0426.geopotential number by the normal gravity value computed on the
 JZ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0426.degrees latitude (g = 980.6199 gals.).
 JZ0426
 JZ0426.The modeled gravity was interpolated from observed gravity values.
 JZ0426
 JZ0426;                    North         East    Units  Estimated Accuracy
 JZ0426;SPC OH S     -   131,040.      431,080.      MT  (+/- 180 meters Scaled)
 JZ0426
 JZ0426                          SUPERSEDED SURVEY CONTROL
 JZ0426
 JZ0426  NGVD 29 (??/??/92)  192.789  (m)          632.51   (f) ADJ UNCH    1 2
 JZ0426
 JZ0426.Superseded values are not recommended for survey control.
 JZ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0426.See file dsdata.txt to determine how the superseded data were derived.
 JZ0426
 JZ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ199380(NAD 83)
 JZ0426_MARKER: DD = SURVEY DISK
 JZ0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0426_SP_SET: ABUTMENT
 JZ0426_STAMPING: 2044 47
 JZ0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0426
 JZ0426  HISTORY     - Date     Condition        Report By
 JZ0426  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0426  HISTORY     - 1947     GOOD             NGS
 JZ0426
 JZ0426                          STATION DESCRIPTION
 JZ0426
 JZ0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0426'AT NORWOOD.
 JZ0426'AT NORWOOD AT THE MONTGOMERY ROAD OVERPASS OVER THE BALTIMORE AND
 JZ0426'OHIO RAILROAD, 2.0 FEET WEST OF THE WEST CURB OF MONTGOMERY
 JZ0426'ROAD, 7.8 FEET EAST OF THE WEST RAILING OF OVERPASS, 20.6 FEET
 JZ0426'NORTH OF LAMPOST, 0.5 FEET HIGHER THAN STREET.  A DRILL IN
 JZ0426'SIDEWALK OVER EAST ABUTMENT OF OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0421 ***********************************************************************
 JZ0421  DESIGNATION -  2045
 JZ0421  PID         -  JZ0421
 JZ0421  STATE/COUNTY-  OH/HAMILTON
 JZ0421  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0421
 JZ0421                         *CURRENT SURVEY CONTROL
 JZ0421  ___________________________________________________________________
 JZ0421* NAD 83(1986)-  39 09 23.     (N)    084 24 30.     (W)     SCALED    
 JZ0421* NAVD 88     -       172.833  (meters)     567.04   (feet)  ADJUSTED  
 JZ0421  ___________________________________________________________________
 JZ0421  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0421  DYNAMIC HT  -         172.723 (meters)     566.68  (feet)  COMP
 JZ0421  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 JZ0421
 JZ0421  VERT ORDER  -  FIRST     CLASS II
 JZ0421
 JZ0421.The horizontal coordinates were scaled from a topographic map and have
 JZ0421.an estimated accuracy of +/- 6 seconds.
 JZ0421
 JZ0421.The orthometric height was determined by differential leveling
 JZ0421.and adjusted by the National Geodetic Survey in June 1991..
 JZ0421
 JZ0421.The geoid height was determined by GEOID03.
 JZ0421
 JZ0421.The dynamic height is computed by dividing the NAVD 88
 JZ0421.geopotential number by the normal gravity value computed on the
 JZ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0421.degrees latitude (g = 980.6199 gals.).
 JZ0421
 JZ0421.The modeled gravity was interpolated from observed gravity values.
 JZ0421
 JZ0421;                    North         East    Units  Estimated Accuracy
 JZ0421;SPC OH S     -   130,120.      435,070.      MT  (+/- 180 meters Scaled)
 JZ0421
 JZ0421                          SUPERSEDED SURVEY CONTROL
 JZ0421
 JZ0421  NGVD 29 (??/??/92)  173.007  (m)          567.61   (f) ADJ UNCH    1 2
 JZ0421
 JZ0421.Superseded values are not recommended for survey control.
 JZ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0421.See file dsdata.txt to determine how the superseded data were derived.
 JZ0421
 JZ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ239373(NAD 83)
 JZ0421_MARKER: DD = SURVEY DISK
 JZ0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0421_SP_SET: OVERPASS
 JZ0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0421
 JZ0421  HISTORY     - Date     Condition        Report By
 JZ0421  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0421  HISTORY     - 1947     GOOD             NGS
 JZ0421
 JZ0421                          STATION DESCRIPTION
 JZ0421
 JZ0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0421'0.9 MI E FROM OAKLEY.
 JZ0421'0.9 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0421'STATION AT OAKLEY, HAMILTON COUNTY, AT THE B. AND O. RR OVERPASS
 JZ0421'FOR THE PENNSYLVANIA RAILROAD, IN THE TOP OF THE SOUTHWEST
 JZ0421'CORNER OF THE OVERPASS, 17.7 FEET SOUTH OF THE SOUTH RAIL OF THE
 JZ0421'EAST BOUND TRACK, AND 1.0 FOOT EAST OF THE WEST END OF THE OVERPASS.
 JZ0421'A DRILL IN THE TOP OF A STONE WALL, 4.0 FEET BELOW THE LEVEL OF
 JZ0421'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0420 ***********************************************************************
 JZ0420  DESIGNATION -  2046
 JZ0420  PID         -  JZ0420
 JZ0420  STATE/COUNTY-  OH/HAMILTON
 JZ0420  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0420
 JZ0420                         *CURRENT SURVEY CONTROL
 JZ0420  ___________________________________________________________________
 JZ0420* NAD 83(1986)-  39 09 24.     (N)    084 24 14.     (W)     SCALED    
 JZ0420* NAVD 88     -       175.892  (meters)     577.07   (feet)  ADJUSTED  
 JZ0420  ___________________________________________________________________
 JZ0420  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0420  DYNAMIC HT  -         175.780 (meters)     576.70  (feet)  COMP
 JZ0420  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 JZ0420
 JZ0420  VERT ORDER  -  FIRST     CLASS II
 JZ0420
 JZ0420.The horizontal coordinates were scaled from a topographic map and have
 JZ0420.an estimated accuracy of +/- 6 seconds.
 JZ0420
 JZ0420.The orthometric height was determined by differential leveling
 JZ0420.and adjusted by the National Geodetic Survey in March 1993..
 JZ0420
 JZ0420.The geoid height was determined by GEOID03.
 JZ0420
 JZ0420.The dynamic height is computed by dividing the NAVD 88
 JZ0420.geopotential number by the normal gravity value computed on the
 JZ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0420.degrees latitude (g = 980.6199 gals.).
 JZ0420
 JZ0420.The modeled gravity was interpolated from observed gravity values.
 JZ0420
 JZ0420;                    North         East    Units  Estimated Accuracy
 JZ0420;SPC OH S     -   130,140.      435,460.      MT  (+/- 180 meters Scaled)
 JZ0420
 JZ0420                          SUPERSEDED SURVEY CONTROL
 JZ0420
 JZ0420  NAVD 88 (06/15/91)  175.900  (m)          577.10   (f) UNKNOWN     1 2
 JZ0420  NGVD 29 (06/03/91)  176.065  (m)          577.64   (f) ADJUSTED    1 2
 JZ0420
 JZ0420.Superseded values are not recommended for survey control.
 JZ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0420.See file dsdata.txt to determine how the superseded data were derived.
 JZ0420
 JZ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ243373(NAD 83)
 JZ0420_MARKER: DE = TRAVERSE STATION DISK
 JZ0420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ0420_SP_SET: CONCRETE BASE OF PILING
 JZ0420_STAMPING: 2046 47
 JZ0420_MARK LOGO: OH1610
 JZ0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0420
 JZ0420  HISTORY     - Date     Condition        Report By
 JZ0420  HISTORY     - 1947     MONUMENTED       OH1610
 JZ0420  HISTORY     - 1947     GOOD             NGS
 JZ0420  HISTORY     - 19900420 GOOD             WOOLPT
 JZ0420
 JZ0420                          STATION DESCRIPTION
 JZ0420
 JZ0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0420'1.2 MI E FROM OAKLEY.
 JZ0420'1.2 MILES EAST OF THE BALTIMORE AND OHIO RAILROAD STATION AT
 JZ0420'OAKLEY, AT THE RED BANK ROAD OVERPASS, IN THE NORTHEAST CORNER
 JZ0420'OF THE CONCRETE BASE OF THE SOUTHEAST PILING, 12.8 FEET SOUTH OF
 JZ0420'THE SOUTH RAIL OF THE EAST BOUND TRACK.  A DRILL SET IN A CONCRETE
 JZ0420'BASE, 4.0 FEET ABOVE THE LEVEL OF THE TRACK.
 JZ0420
 JZ0420                          STATION RECOVERY (1990)
 JZ0420
 JZ0420'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0419 ***********************************************************************
 JZ0419  DESIGNATION -  2047
 JZ0419  PID         -  JZ0419
 JZ0419  STATE/COUNTY-  OH/HAMILTON
 JZ0419  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0419
 JZ0419                         *CURRENT SURVEY CONTROL
 JZ0419  ___________________________________________________________________
 JZ0419* NAD 83(1986)-  39 09 27.     (N)    084 23 37.     (W)     SCALED    
 JZ0419* NAVD 88     -       180.668  (meters)     592.74   (feet)  ADJUSTED  
 JZ0419  ___________________________________________________________________
 JZ0419  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0419  DYNAMIC HT  -         180.553 (meters)     592.36  (feet)  COMP
 JZ0419  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 JZ0419
 JZ0419  VERT ORDER  -  FIRST     CLASS II
 JZ0419
 JZ0419.The horizontal coordinates were scaled from a topographic map and have
 JZ0419.an estimated accuracy of +/- 6 seconds.
 JZ0419
 JZ0419.The orthometric height was determined by differential leveling
 JZ0419.and adjusted by the National Geodetic Survey in June 1991..
 JZ0419
 JZ0419.The geoid height was determined by GEOID03.
 JZ0419
 JZ0419.The dynamic height is computed by dividing the NAVD 88
 JZ0419.geopotential number by the normal gravity value computed on the
 JZ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0419.degrees latitude (g = 980.6199 gals.).
 JZ0419
 JZ0419.The modeled gravity was interpolated from observed gravity values.
 JZ0419
 JZ0419;                    North         East    Units  Estimated Accuracy
 JZ0419;SPC OH S     -   130,210.      436,350.      MT  (+/- 180 meters Scaled)
 JZ0419
 JZ0419                          SUPERSEDED SURVEY CONTROL
 JZ0419
 JZ0419  NGVD 29 (06/03/91)  180.841  (m)          593.31   (f) ADJUSTED    1 2
 JZ0419
 JZ0419.Superseded values are not recommended for survey control.
 JZ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0419.See file dsdata.txt to determine how the superseded data were derived.
 JZ0419
 JZ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ252374(NAD 83)
 JZ0419_MARKER: DE = TRAVERSE STATION DISK
 JZ0419_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ0419_SP_SET: WINGWALL OF RR OVERPASS
 JZ0419_STAMPING: 2047 47
 JZ0419_MARK LOGO: OH1610
 JZ0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0419
 JZ0419  HISTORY     - Date     Condition        Report By
 JZ0419  HISTORY     - 1947     MONUMENTED       OH1610
 JZ0419  HISTORY     - 1947     GOOD             NGS
 JZ0419  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0419  HISTORY     - 19900420 GOOD             WOOLPT
 JZ0419
 JZ0419                          STATION DESCRIPTION
 JZ0419
 JZ0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0419'AT MADISON.
 JZ0419'AT MADISONVILLE, AT THE BALTIMORE AND OHIO RAILROAD OVERPASS
 JZ0419'OVER WHETSEL AVENUE, IN THE TOP OF THE NORTHWEST WINGWALL, 11.1
 JZ0419'FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK.  A DRILL
 JZ0419'ABOUT 6 INCHES BELOW THE LEVEL OF THE TRACK.
 JZ0419
 JZ0419                          STATION RECOVERY (1985)
 JZ0419
 JZ0419'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0419'MARK NOT FOUND.
 JZ0419
 JZ0419                          STATION RECOVERY (1990)
 JZ0419
 JZ0419'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0697 ***********************************************************************
 JZ0697  DESIGNATION -  205
 JZ0697  PID         -  JZ0697
 JZ0697  STATE/COUNTY-  OH/HAMILTON
 JZ0697  USGS QUAD   -  BURLINGTON (1991)
 JZ0697
 JZ0697                         *CURRENT SURVEY CONTROL
 JZ0697  ___________________________________________________________________
 JZ0697* NAD 83(1986)-  39 07 15.     (N)    084 42 00.     (W)     SCALED    
 JZ0697* NAVD 88     -       155.024  (meters)     508.61   (feet)  ADJUSTED  
 JZ0697  ___________________________________________________________________
 JZ0697  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0697  DYNAMIC HT  -         154.928 (meters)     508.29  (feet)  COMP
 JZ0697  MODELED GRAV-     980,006.6   (mgal)                       NAVD 88
 JZ0697
 JZ0697  VERT ORDER  -  FIRST     CLASS II
 JZ0697
 JZ0697.The horizontal coordinates were scaled from a topographic map and have
 JZ0697.an estimated accuracy of +/- 6 seconds.
 JZ0697
 JZ0697.The orthometric height was determined by differential leveling
 JZ0697.and adjusted by the National Geodetic Survey in March 1993..
 JZ0697
 JZ0697.The geoid height was determined by GEOID03.
 JZ0697
 JZ0697.The dynamic height is computed by dividing the NAVD 88
 JZ0697.geopotential number by the normal gravity value computed on the
 JZ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0697.degrees latitude (g = 980.6199 gals.).
 JZ0697
 JZ0697.The modeled gravity was interpolated from observed gravity values.
 JZ0697
 JZ0697;                    North         East    Units  Estimated Accuracy
 JZ0697;SPC OH S     -   126,750.      409,780.      MT  (+/- 180 meters Scaled)
 JZ0697
 JZ0697                          SUPERSEDED SURVEY CONTROL
 JZ0697
 JZ0697  NAVD 88 (06/15/91)  155.030  (m)          508.63   (f) UNKNOWN     1 2
 JZ0697  NGVD 29 (08/25/92)  155.211  (m)          509.22   (f) ADJUSTED    1 2
 JZ0697
 JZ0697.Superseded values are not recommended for survey control.
 JZ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0697.See file dsdata.txt to determine how the superseded data were derived.
 JZ0697
 JZ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ988327(NAD 83)
 JZ0697_MARKER: DB = BENCH MARK DISK
 JZ0697_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0697_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0697_STAMPING: 205 C. OF C.
 JZ0697_MARK LOGO: OH1610
 JZ0697_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0697
 JZ0697  HISTORY     - Date     Condition        Report By
 JZ0697  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0697  HISTORY     - 1947     GOOD             NGS
 JZ0697  HISTORY     - 1986     GOOD             LOCSUR
 JZ0697  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0697  HISTORY     - 19920227 GOOD             WOOLPT
 JZ0697
 JZ0697                          STATION DESCRIPTION
 JZ0697
 JZ0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0697'AT SAYLER PARK.
 JZ0697'AT SAYLER PARK, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 JZ0697'RIVER ROAD AND WILKINS SHORT ROAD.  DISK SET IN CONCRETE
 JZ0697'FOUNDATION ON THE SOUTH SIDE OF RIVER ROAD, 11.4 FEET EAST OF THE
 JZ0697'EAST CURB LINE OF WILKINS SHORT ROAD AND 0.5 FEET NORTH OF THE
 JZ0697'NORTH EDGE OF WALK ON SOUTH SIDE OF RIVER ROAD.
 JZ0697
 JZ0697                          STATION RECOVERY (1986)
 JZ0697
 JZ0697'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 JZ0697'RECOVERED IN GOOD CONDITION.
 JZ0697
 JZ0697                          STATION RECOVERY (1986)
 JZ0697
 JZ0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0697'MARK NOT FOUND.
 JZ0697
 JZ0697                          STATION RECOVERY (1992)
 JZ0697
 JZ0697'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0225 ***********************************************************************
 JZ0225  DESIGNATION -  205
 JZ0225  PID         -  JZ0225
 JZ0225  STATE/COUNTY-  OH/MONTGOMERY
 JZ0225  USGS QUAD   -  TROTWOOD (1992)
 JZ0225
 JZ0225                         *CURRENT SURVEY CONTROL
 JZ0225  ___________________________________________________________________
 JZ0225* NAD 83(1986)-  39 47 50.     (N)    084 19 50.     (W)     SCALED    
 JZ0225* NAVD 88     -       262.832  (meters)     862.31   (feet)  ADJUSTED  
 JZ0225  ___________________________________________________________________
 JZ0225  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JZ0225  DYNAMIC HT  -         262.687 (meters)     861.83  (feet)  COMP
 JZ0225  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 JZ0225
 JZ0225  VERT ORDER  -  SECOND    CLASS 0
 JZ0225
 JZ0225.The horizontal coordinates were scaled from a topographic map and have
 JZ0225.an estimated accuracy of +/- 6 seconds.
 JZ0225
 JZ0225.The orthometric height was determined by differential leveling
 JZ0225.and adjusted by the National Geodetic Survey in June 1991..
 JZ0225
 JZ0225.The geoid height was determined by GEOID03.
 JZ0225
 JZ0225.The dynamic height is computed by dividing the NAVD 88
 JZ0225.geopotential number by the normal gravity value computed on the
 JZ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0225.degrees latitude (g = 980.6199 gals.).
 JZ0225
 JZ0225.The modeled gravity was interpolated from observed gravity values.
 JZ0225
 JZ0225;                    North         East    Units  Estimated Accuracy
 JZ0225;SPC OH S     -   201,110.      443,240.      MT  (+/- 180 meters Scaled)
 JZ0225
 JZ0225                          SUPERSEDED SURVEY CONTROL
 JZ0225
 JZ0225  NGVD 29 (??/??/92)  263.020  (m)          862.92   (f) ADJ UNCH    2 0
 JZ0225
 JZ0225.Superseded values are not recommended for survey control.
 JZ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0225.See file dsdata.txt to determine how the superseded data were derived.
 JZ0225
 JZ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK285086(NAD 83)
 JZ0225_MARKER: DD = SURVEY DISK
 JZ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0225_STAMPING: 205
 JZ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0225+STABILITY: SURFACE MOTION
 JZ0225
 JZ0225  HISTORY     - Date     Condition        Report By
 JZ0225  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0225  HISTORY     - 1947     GOOD             NGS
 JZ0225  HISTORY     - 20041015 MARK NOT FOUND   INDIV
 JZ0225
 JZ0225                          STATION DESCRIPTION
 JZ0225
 JZ0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0225'6.6 MI NE FROM NEW LEBANON.
 JZ0225'3.0 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0225'NEW LEBANON, THENCE ABOUT 3.55 MILES NORTH ALONG SNYDER ROAD,
 JZ0225'ABOUT 0.5 MILE SOUTH OF THE INTERSECTION OF THE PENNSYLVANIA
 JZ0225'RAILROAD, AT THE INTERSECTION OF WOLF CREEK ROAD, 13 FEET WEST
 JZ0225'OF THE CENTER LINE OF SNYDER ROAD, 23 FEET NORTH OF THE CENTER
 JZ0225'LINE OF WOLF CREEK ROAD, 3.5 FEET NORTHEAST OF THE NORTH END OF
 JZ0225'THE WEST CONCRETE HEAD WALL OF A PIPE CULVERT UNDER SNYDER ROAD,
 JZ0225'1.3 FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A WHITE WOODEN
 JZ0225'WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF
 JZ0225'A CONCRETE POST PROJECTING 4 INCHES.
 JZ0225
 JZ0225                          STATION RECOVERY (2004)
 JZ0225
 JZ0225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0698 ***********************************************************************
 JZ0698  DESIGNATION -  206
 JZ0698  PID         -  JZ0698
 JZ0698  STATE/COUNTY-  OH/HAMILTON
 JZ0698  USGS QUAD   -  BURLINGTON (1991)
 JZ0698
 JZ0698                         *CURRENT SURVEY CONTROL
 JZ0698  ___________________________________________________________________
 JZ0698* NAD 83(1986)-  39 07 12.     (N)    084 42 07.     (W)     SCALED    
 JZ0698* NAVD 88     -       148.882  (meters)     488.46   (feet)  ADJUSTED  
 JZ0698  ___________________________________________________________________
 JZ0698  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0698  DYNAMIC HT  -         148.790 (meters)     488.16  (feet)  COMP
 JZ0698  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 JZ0698
 JZ0698  VERT ORDER  -  FIRST     CLASS II
 JZ0698
 JZ0698.The horizontal coordinates were scaled from a topographic map and have
 JZ0698.an estimated accuracy of +/- 6 seconds.
 JZ0698
 JZ0698.The orthometric height was determined by differential leveling
 JZ0698.and adjusted by the National Geodetic Survey in March 1993..
 JZ0698
 JZ0698.The geoid height was determined by GEOID03.
 JZ0698
 JZ0698.The dynamic height is computed by dividing the NAVD 88
 JZ0698.geopotential number by the normal gravity value computed on the
 JZ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0698.degrees latitude (g = 980.6199 gals.).
 JZ0698
 JZ0698.The modeled gravity was interpolated from observed gravity values.
 JZ0698
 JZ0698;                    North         East    Units  Estimated Accuracy
 JZ0698;SPC OH S     -   126,660.      409,610.      MT  (+/- 180 meters Scaled)
 JZ0698
 JZ0698                          SUPERSEDED SURVEY CONTROL
 JZ0698
 JZ0698  NAVD 88 (06/15/91)  148.894  (m)          488.50   (f) UNKNOWN     1 2
 JZ0698  NGVD 29 (08/25/92)  149.068  (m)          489.07   (f) ADJUSTED    1 2
 JZ0698
 JZ0698.Superseded values are not recommended for survey control.
 JZ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0698.See file dsdata.txt to determine how the superseded data were derived.
 JZ0698
 JZ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ986326(NAD 83)
 JZ0698_MARKER: DB = BENCH MARK DISK
 JZ0698_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0698_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0698_STAMPING: 206 C. OF C.
 JZ0698_MARK LOGO: OH1610
 JZ0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0698
 JZ0698  HISTORY     - Date     Condition        Report By
 JZ0698  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0698  HISTORY     - 1946     GOOD             NGS
 JZ0698  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0698  HISTORY     - 19920227 GOOD             WOOLPT
 JZ0698
 JZ0698                          STATION DESCRIPTION
 JZ0698
 JZ0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JZ0698'AT SAYLER PARK.
 JZ0698'AT SAYLER PARK, ALONG RIVER ROAD.  AT THE UNITED STATES GOVERNMENT
 JZ0698'RESERVATION AT FERNBANK DAM.  CAP SET ON PIPE IN GRASS PLOT
 JZ0698'SURROUNDING FLAGPOLE, 7.4 FEET NORTHEAST OF FLAGPOLE AND 40.0
 JZ0698'FEET EAST OF THE EAST END OF A 1-STORY WAREHOUSE.
 JZ0698
 JZ0698                          STATION RECOVERY (1986)
 JZ0698
 JZ0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0698'MARK NOT FOUND.
 JZ0698
 JZ0698                          STATION RECOVERY (1992)
 JZ0698
 JZ0698'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3512 ***********************************************************************
 JZ3512  DESIGNATION -  2067
 JZ3512  PID         -  JZ3512
 JZ3512  STATE/COUNTY-  OH/HAMILTON
 JZ3512  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3512
 JZ3512                         *CURRENT SURVEY CONTROL
 JZ3512  ___________________________________________________________________
 JZ3512* NAD 83(1995)-  39 14 16.31533(N)    084 23 45.98668(W)     ADJUSTED  
 JZ3512* NAVD 88     -       252.6    (meters)     829.     (feet)  VERTCON   
 JZ3512  ___________________________________________________________________
 JZ3512  X           -     483,061.025 (meters)                     COMP
 JZ3512  Y           -  -4,923,193.393 (meters)                     COMP
 JZ3512  Z           -   4,012,943.057 (meters)                     COMP
 JZ3512  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 JZ3512  ELLIP HEIGHT-         218.61  (meters)          (10/07/05) GPS OBS
 JZ3512  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ3512
 JZ3512  HORZ ORDER  -  FIRST
 JZ3512  ELLP ORDER  -  FOURTH    CLASS I
 JZ3512
 JZ3512.The horizontal coordinates were established by GPS observations
 JZ3512.and adjusted by the National Geodetic Survey in April 1998..
 JZ3512
 JZ3512.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3512
 JZ3512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3512
 JZ3512.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3512
 JZ3512.The ellipsoidal height was determined by GPS observations
 JZ3512.and is referenced to NAD 83.
 JZ3512
 JZ3512.The geoid height was determined by GEOID03.
 JZ3512
 JZ3512;                    North         East     Units Scale Factor Converg.
 JZ3512;SPC OH S     -   139,137.802   436,320.396   MT  0.99993916   -1 12 11.2
 JZ3512;UTM  16      - 4,346,404.727   724,734.358   MT  1.00022191   +1 38 51.9
 JZ3512
 JZ3512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3512!SPC OH S     -   0.99996570  x   0.99993916  =   0.99990487
 JZ3512!UTM  16      -   0.99996570  x   1.00022191  =   1.00018761
 JZ3512
 JZ3512                          SUPERSEDED SURVEY CONTROL
 JZ3512
 JZ3512  ELLIP H (04/01/98)  218.66   (m)                       GP(       ) 4 1
 JZ3512  NAD 83(1995)-  39 14 16.32155(N)    084 23 45.99403(W) AD(       ) 1
 JZ3512  NAD 83(1986)-  39 14 16.31919(N)    084 23 45.99728(W) AD(       ) 1
 JZ3512  NGVD 29 (05/06/92)  252.8    (m)          829.     (f) GPS OBS        
 JZ3512
 JZ3512.Superseded values are not recommended for survey control.
 JZ3512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3512.See file dsdata.txt to determine how the superseded data were derived.
 JZ3512
 JZ3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2473446405(NAD 83)
 JZ3512_MARKER: DB = BENCH MARK DISK
 JZ3512_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3512_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3512_STAMPING: 2067
 JZ3512_MARK LOGO: OH1610
 JZ3512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3512+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1990
 JZ3512
 JZ3512  HISTORY     - Date     Condition        Report By
 JZ3512  HISTORY     - UNK      MONUMENTED
 JZ3512  HISTORY     - 19900308 GOOD             WOOLPT
 JZ3512
 JZ3512                          STATION DESCRIPTION
 JZ3512
 JZ3512'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3512'STATION IS LOCATED AT THE SOUTHEAST CORNER OF PLAINFIELD AND COOPER
 JZ3512'ROADS.  THE MONUMENT IS 28.8 FEET SOUTH OF THE CENTERLINE OF COOPER
 JZ3512'ROADAND 28.8 FEET EAST OF THE CENTERLINE OF PLAINFIELD ROAD, 59.5
 JZ3512'FEET NORTH OF THE PRODUCED NORTH LINE OF A 1-STORY BRICK BUILDING
 JZ3512'(PLAINFIELD SCHOOL), 192 FEET WEST OF THE PRODUCED WEST LINE OF SAID
 JZ3512'SCHOOL AND 4.3 FEET EAST OF POLE. TO REACH FROM THE FEDERAL BUILDING
 JZ3512'AT FIFTH AND MAIN IN DOWNTOWN CINCINNATI, GO EAST ON FIFTH 0.20
 JZ3512'MILES, TURN LEFT ON BROADWAY AND GO NORTH FOR 0.40 MILES TO READING
 JZ3512'ROAD, TURN RIGHT ON READING AND GO NORTHEAST FOR 10.3 MILES TO COOPER
 JZ3512'ROAD, GO EAST ON COOPER ROAD FOR 2.0 MILES TO THE MARK AT THE
 JZ3512'SOUTHEAST CORNER OF COOPER AND PLAINFIELD ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3146 ***********************************************************************
 MB3146  DESIGNATION -  2076
 MB3146  PID         -  MB3146
 MB3146  STATE/COUNTY-  OH/GEAUGA
 MB3146  USGS QUAD   -  AURORA (1964)
 MB3146
 MB3146                         *CURRENT SURVEY CONTROL
 MB3146  ___________________________________________________________________
 MB3146* NAD 83(1995)-  41 20 51.06371(N)    081 16 50.41089(W)     ADJUSTED  
 MB3146* NAVD 88     -       371.8    (meters)    1220.     (feet)  VERTCON   
 MB3146  ___________________________________________________________________
 MB3146  X           -     726,960.855 (meters)                     COMP
 MB3146  Y           -  -4,740,014.549 (meters)                     COMP
 MB3146  Z           -   4,191,697.043 (meters)                     COMP
 MB3146  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 MB3146  ELLIP HEIGHT-         337.97  (meters)          (10/07/05) GPS OBS
 MB3146  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB3146
 MB3146  HORZ ORDER  -  FIRST
 MB3146  ELLP ORDER  -  FOURTH    CLASS I
 MB3146
 MB3146.The horizontal coordinates were established by GPS observations
 MB3146.and adjusted by the National Geodetic Survey in April 1998..
 MB3146
 MB3146.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3146
 MB3146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3146
 MB3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3146
 MB3146.The ellipsoidal height was determined by GPS observations
 MB3146.and is referenced to NAD 83.
 MB3146
 MB3146.The geoid height was determined by GEOID03.
 MB3146
 MB3146;                    North         East     Units Scale Factor Converg.
 MB3146;SPC OH N     -   187,366.538   702,039.537   MT  0.99995104   +0 48 03.7
 MB3146;UTM  17      - 4,577,373.983   476,519.653   MT  0.99960678   -0 11 07.5
 MB3146
 MB3146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3146!SPC OH N     -   0.99994699  x   0.99995104  =   0.99989803
 MB3146!UTM  17      -   0.99994699  x   0.99960678  =   0.99955379
 MB3146
 MB3146                          SUPERSEDED SURVEY CONTROL
 MB3146
 MB3146  ELLIP H (04/01/98)  338.02   (m)                       GP(       ) 4 1
 MB3146  NAD 83(1986)-  41 20 51.07310(N)    081 16 50.40879(W) AD(       ) 1
 MB3146  NGVD 29 (12/02/91)  372.0    (m)         1220.     (f) GPS OBS        
 MB3146
 MB3146.Superseded values are not recommended for survey control.
 MB3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3146.See file dsdata.txt to determine how the superseded data were derived.
 MB3146
 MB3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7652077374(NAD 83)
 MB3146_MARKER: DE = TRAVERSE STATION DISK
 MB3146_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3146_SP_SET: CONCRETE MONUMENT
 MB3146_STAMPING: GEAUGA COUNTY CONTROL SURVEY 2076
 MB3146_MARK LOGO: OH-055
 MB3146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3146+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3146
 MB3146  HISTORY     - Date     Condition        Report By
 MB3146  HISTORY     - 1990     MONUMENTED       WOOLPT
 MB3146
 MB3146                          STATION DESCRIPTION
 MB3146
 MB3146'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3146'THE STATION IS LOCATED APPROXIMATELY 37.1 FEET NORTHEAST OF TH
 MB3146'CENTERLINE OF THE INTERSECTION AND IS APPROXIMATELY 39 FEET NORTHEAST
 MB3146'OF THE POWERPOLE. THE STATION CONSISTS OF A TWO AND ONE-HALF INCH
 MB3146'BRASS DISK SET INTO A CONCRETE MONUMENT AND IS STAMPED 2076. TO REACH
 MB3146'THE STATION FROM THE CHARDON POST OFFICE PROCEED WEST ON CENTER
 MB3146'STREET FOR .02 MILES TO WASHINGTON STREET. TURN LEFT ON WASHINGTON
 MB3146'STREET AND PROCEED SOUTH FOR .17 MILES TO WATER STREET. TURN RIGHT ON
 MB3146'WATER STREET AND PROCEED EAST FOR .29 MILES TO SOUTH STREET OR
 MB3146'RAVENNA ROAD. TURN RIGHT ON RAVENNA ROAD AND PROCEED EAST FOR 16.78
 MB3146'MILES TO CRACKEL ROAD. TURN RIGHT ON CRACKEL ROAD  AND PROCEED EAST
 MB3146'FOR 3 MILES TO MUNN ROAD AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6789 ***********************************************************************
 AI6789  DESIGNATION -  20A
 AI6789  PID         -  AI6789
 AI6789  STATE/COUNTY-  OH/CLINTON
 AI6789  USGS QUAD   -  WILMINGTON (1979)
 AI6789
 AI6789                         *CURRENT SURVEY CONTROL
 AI6789  ___________________________________________________________________
 AI6789* NAD 83(1995)-  39 26 32.47892(N)    083 48 24.61262(W)     ADJUSTED  
 AI6789* NAVD 88     -       321.3    (meters)    1054.     (feet)  GPS OBS   
 AI6789  ___________________________________________________________________
 AI6789  X           -     532,121.377 (meters)                     COMP
 AI6789  Y           -  -4,903,710.286 (meters)                     COMP
 AI6789  Z           -   4,030,546.389 (meters)                     COMP
 AI6789  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 AI6789  ELLIP HEIGHT-         288.52  (meters)          (10/07/05) GPS OBS
 AI6789  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 AI6789
 AI6789  HORZ ORDER  -  FIRST
 AI6789  ELLP ORDER  -  THIRD     CLASS II
 AI6789
 AI6789.The horizontal coordinates were established by GPS observations
 AI6789.and adjusted by the National Geodetic Survey in August 2000..
 AI6789
 AI6789.The orthometric height was determined by GPS observations and a
 AI6789.high-resolution geoid model.
 AI6789
 AI6789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6789
 AI6789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6789
 AI6789.The ellipsoidal height was determined by GPS observations
 AI6789.and is referenced to NAD 83.
 AI6789
 AI6789.The geoid height was determined by GEOID03.
 AI6789
 AI6789;                    North         East     Units Scale Factor Converg.
 AI6789;SPC OH S     -   160,934.674   487,512.781   MT  0.99993642   -0 49 45.2
 AI6789;UTM  17      - 4,369,627.526   258,452.884   MT  1.00031842   -1 47 02.6
 AI6789
 AI6789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6789!SPC OH S     -   0.99995474  x   0.99993642  =   0.99989116
 AI6789!UTM  17      -   0.99995474  x   1.00031842  =   1.00027314
 AI6789
 AI6789|---------------------------------------------------------------------|
 AI6789| PID    Reference Object                     Distance      Geod. Az  |
 AI6789|                                                           dddmmss.s |
 AI6789| AI6759 20                                  164.373 METERS 25143     |
 AI6789|---------------------------------------------------------------------|
 AI6789
 AI6789                          SUPERSEDED SURVEY CONTROL
 AI6789
 AI6789  ELLIP H (08/02/00)  288.57   (m)                       GP(       ) 3 2
 AI6789
 AI6789.Superseded values are not recommended for survey control.
 AI6789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6789.See file dsdata.txt to determine how the superseded data were derived.
 AI6789
 AI6789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5845369628(NAD 83)
 AI6789_MARKER: DD = SURVEY DISK
 AI6789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6789_STAMPING: GPS 20A 2000
 AI6789_MARK LOGO: OH-027
 AI6789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6789+STABILITY: SURFACE MOTION
 AI6789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6789+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6789
 AI6789  HISTORY     - Date     Condition        Report By
 AI6789  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6789
 AI6789                          STATION DESCRIPTION
 AI6789
 AI6789'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6789'THE STATION IS APPROXIMATELY 9.5 MI (15.3 KM) NORTHEAST OF
 AI6789'CLARKSVILLE, 9.5 MI (15.3 KM) SOUTHWEST OF SABINA, 7.6 MI (12.2 KM)
 AI6789'SOUTH OF PORT WILLIAM, AND IS INSIDE THE CITY OF WILMINGTON ON THE
 AI6789'SOUTH SIDE OF FIFE ROAD IN THE GRASSY LAWN OF THE CLINTON COUNTY
 AI6789'ENGINEERS BUILDING.
 AI6789'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 68 AND MAIN
 AI6789'STREET (US ROUTE 22/STATE ROUTE 3) IN WILMINGTON, PROCEED EAST ALONG
 AI6789'MAIN STREET APPROXIMATELHY 0.9 MI (1.4 KM) PASS WILMINGTON COLLEGE TO
 AI6789'A CURVE ON THE LEFT.  CONTINUE G0ING EAST ONTO FIFE ROAD FOR
 AI6789'APPROXIMATELY 0.3 MILES (0.5 KM) TO THE ENTRANCE TO THE CLINTON COUNTY
 AI6789'ENGINEERS OFFICE AND THE STATION ON THE RIGHT.
 AI6789'THE STATION IS APPROXIMATELY 39.0 FT (11.9 M) NORTHWEST OF THE EDGE OF
 AI6789'PAVEMENT OF THE CLINTON COUNTY ENGINEERS OFFICE ENTRANCE, 32.4 FT (9.9
 AI6789'M) WEST-SOUTHWEST OF A GAS METER, AND 20.4 FT (6.2 M) SOUTHWEST OF THE
 AI6789'FENCE LINE.  THE STATION IS A STANDARD CLINTON COUNTY SURVEY DISK SET
 AI6789'IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS 20A 2000--RECESSED 0.2
 AI6789'FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0079 ***********************************************************************
 JY0079  DESIGNATION -  20=PTS 16
 JY0079  PID         -  JY0079
 JY0079  STATE/COUNTY-  OH/MUSKINGUM
 JY0079  USGS QUAD   -  ZANESVILLE WEST (1992)
 JY0079
 JY0079                         *CURRENT SURVEY CONTROL
 JY0079  ___________________________________________________________________
 JY0079* NAD 83(1986)-  39 56 00.     (N)    082 00 19.     (W)     SCALED    
 JY0079* NAVD 88     -       213.666  (meters)     701.00   (feet)  ADJUSTED  
 JY0079  ___________________________________________________________________
 JY0079  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JY0079  DYNAMIC HT  -         213.550 (meters)     700.62  (feet)  COMP
 JY0079  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 JY0079
 JY0079  VERT ORDER  -  FIRST     CLASS II
 JY0079
 JY0079.The horizontal coordinates were scaled from a topographic map and have
 JY0079.an estimated accuracy of +/- 6 seconds.
 JY0079
 JY0079.The orthometric height was determined by differential leveling
 JY0079.and adjusted by the National Geodetic Survey in June 1991..
 JY0079
 JY0079.The geoid height was determined by GEOID03.
 JY0079
 JY0079.The dynamic height is computed by dividing the NAVD 88
 JY0079.geopotential number by the normal gravity value computed on the
 JY0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0079.degrees latitude (g = 980.6199 gals.).
 JY0079
 JY0079.The modeled gravity was interpolated from observed gravity values.
 JY0079
 JY0079;                    North         East    Units  Estimated Accuracy
 JY0079;SPC OH S     -   214,750.      642,290.      MT  (+/- 180 meters Scaled)
 JY0079
 JY0079                          SUPERSEDED SURVEY CONTROL
 JY0079
 JY0079  NGVD 29 (??/??/92)  213.891  (m)          701.74   (f) ADJ UNCH    1 2
 JY0079
 JY0079.Superseded values are not recommended for survey control.
 JY0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0079.See file dsdata.txt to determine how the superseded data were derived.
 JY0079
 JY0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME141208(NAD 83)
 JY0079_MARKER: DD = SURVEY DISK
 JY0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0079_STAMPING: 20
 JY0079_MARK LOGO: USGS  
 JY0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0079+STABILITY: SURFACE MOTION
 JY0079
 JY0079  HISTORY     - Date     Condition        Report By
 JY0079  HISTORY     - UNK      MONUMENTED       DOD
 JY0079  HISTORY     - 1954     GOOD             CGS
 JY0079
 JY0079                          STATION DESCRIPTION
 JY0079
 JY0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0079'AT ZANESVILLE.
 JY0079'AT ZANESVILLE, ABOUT 0.15 MILE SOUTHEAST ALONG MUSKINGUM AVENUE
 JY0079'FROM THE SOUTH END OF SIXTH STREET BRIDGE (U.S. HIGHWAY 22)
 JY0079'OVER MUSKINGUM RIVER, ON HIGH RIGHT BANK OF RIVER, ABOUT 55 YARDS
 JY0079'SOUTHEAST OF JUNCTION OF MUSKINGUM AVENUE, MOXAHALA AVENUE
 JY0079'AND ADAMS STREET, 29 1/2 FEET NORTHEAST OF CENTER LINE OF
 JY0079'MUSKINGUM AVENUE, 69 1/2 FEET NORTHEAST AND ACROSS MUSKINGUM AVENUE
 JY0079'FROM THE SOUTHEAST CORNER OF AT TWO-STORY BRICK HOUSE WHICH
 JY0079'IS LOCATED IN Y OF JUNCTION OF MUSKINGUM AND MOXAHALA AVENUE,
 JY0079'24 FEET EAST-SOUTHEAST OF POWER POLE NO. 660 C 3 81-725, ABOUT
 JY0079'1 FOOT ABOVE AVENUE AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JY0079'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0422 ***********************************************************************
 JZ0422  DESIGNATION -  21
 JZ0422  PID         -  JZ0422
 JZ0422  STATE/COUNTY-  OH/HAMILTON
 JZ0422  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0422
 JZ0422                         *CURRENT SURVEY CONTROL
 JZ0422  ___________________________________________________________________
 JZ0422* NAD 83(1986)-  39 09 21.     (N)    084 25 33.     (W)     SCALED    
 JZ0422* NAVD 88     -       186.840  (meters)     612.99   (feet)  ADJUSTED  
 JZ0422  ___________________________________________________________________
 JZ0422  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0422  DYNAMIC HT  -         186.721 (meters)     612.60  (feet)  COMP
 JZ0422  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 JZ0422
 JZ0422  VERT ORDER  -  FIRST     CLASS II
 JZ0422
 JZ0422.The horizontal coordinates were scaled from a topographic map and have
 JZ0422.an estimated accuracy of +/- 6 seconds.
 JZ0422
 JZ0422.The orthometric height was determined by differential leveling
 JZ0422.and adjusted by the National Geodetic Survey in June 1991..
 JZ0422
 JZ0422.The geoid height was determined by GEOID03.
 JZ0422
 JZ0422.The dynamic height is computed by dividing the NAVD 88
 JZ0422.geopotential number by the normal gravity value computed on the
 JZ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0422.degrees latitude (g = 980.6199 gals.).
 JZ0422
 JZ0422.The modeled gravity was interpolated from observed gravity values.
 JZ0422
 JZ0422;                    North         East    Units  Estimated Accuracy
 JZ0422;SPC OH S     -   130,090.      433,560.      MT  (+/- 180 meters Scaled)
 JZ0422
 JZ0422                          SUPERSEDED SURVEY CONTROL
 JZ0422
 JZ0422  NGVD 29 (??/??/92)  187.013  (m)          613.56   (f) ADJ UNCH    1 2
 JZ0422
 JZ0422.Superseded values are not recommended for survey control.
 JZ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0422.See file dsdata.txt to determine how the superseded data were derived.
 JZ0422
 JZ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ224372(NAD 83)
 JZ0422_MARKER: DD = SURVEY DISK
 JZ0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0422_SP_SET: WATER TANK
 JZ0422_STAMPING: 21
 JZ0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0422
 JZ0422  HISTORY     - Date     Condition        Report By
 JZ0422  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0422  HISTORY     - 1947     GOOD             NGS
 JZ0422
 JZ0422                          STATION DESCRIPTION
 JZ0422
 JZ0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0422'AT OAKLEY FROM CINCINNATI.
 JZ0422'AT OAKLEY, HAMILTON COUNTY, ABOUT 100 YARDS NORTHEAST OF THE
 JZ0422'NORTHEAST CORNER OF THE BALTIMORE AND OHIO RAILROAD STATION,
 JZ0422'ABOUT 30 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A FREIGHT
 JZ0422'HOUSE, ABOUT 13 YARDS NORTHWEST OF THE CROSSING OF THE NORTH
 JZ0422'RAIL OF THE NORTH TRACK AND THE CENTERLINE OF MADISON ROAD,
 JZ0422'AT A WATER TANK, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 JZ0422'CONCRETE COPING, 36 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 JZ0422'TRACK, 4 FEET WEST OF THE WEST EDGE OF A SIDEWALK, AND ABOUT
 JZ0422'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2450 ***********************************************************************
 AB2450  DESIGNATION -  21
 AB2450  PID         -  AB2450
 AB2450  STATE/COUNTY-  OH/ATHENS
 AB2450  USGS QUAD   -  ATHENS (1995)
 AB2450
 AB2450                         *CURRENT SURVEY CONTROL
 AB2450  ___________________________________________________________________
 AB2450* NAD 83(1995)-  39 22 21.32265(N)    082 04 34.22622(W)     ADJUSTED  
 AB2450* NAVD 88     -       222.8    (meters)     731.     (feet)  GPS OBS   
 AB2450  ___________________________________________________________________
 AB2450  X           -     680,643.691 (meters)                     COMP
 AB2450  Y           -  -4,890,196.661 (meters)                     COMP
 AB2450  Z           -   4,024,498.095 (meters)                     COMP
 AB2450  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AB2450  ELLIP HEIGHT-         188.62  (meters)          (10/07/05) GPS OBS
 AB2450  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AB2450
 AB2450  HORZ ORDER  -  FIRST
 AB2450  ELLP ORDER  -  FOURTH    CLASS I
 AB2450
 AB2450.The horizontal coordinates were established by GPS observations
 AB2450.and adjusted by the National Geodetic Survey in April 1998..
 AB2450
 AB2450.The orthometric height was determined by GPS observations and a
 AB2450.high-resolution geoid model.
 AB2450
 AB2450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2450
 AB2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2450
 AB2450.The ellipsoidal height was determined by GPS observations
 AB2450.and is referenced to NAD 83.
 AB2450
 AB2450.The geoid height was determined by GEOID03.
 AB2450
 AB2450;                    North         East     Units Scale Factor Converg.
 AB2450;SPC OH S     -   152,461.264   636,518.721   MT  0.99993593   +0 16 08.1
 AB2450;UTM  17      - 4,358,676.867   407,301.842   MT  0.99970580   -0 40 57.8
 AB2450
 AB2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2450!SPC OH S     -   0.99997041  x   0.99993593  =   0.99990634
 AB2450!UTM  17      -   0.99997041  x   0.99970580  =   0.99967622
 AB2450
 AB2450                          SUPERSEDED SURVEY CONTROL
 AB2450
 AB2450  ELLIP H (04/01/98)  188.63   (m)                       GP(       ) 4 1
 AB2450  NAD 83(1986)-  39 22 21.32435(N)    082 04 34.23096(W) AD(       ) 1
 AB2450
 AB2450.Superseded values are not recommended for survey control.
 AB2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2450.See file dsdata.txt to determine how the superseded data were derived.
 AB2450
 AB2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0730258677(NAD 83)
 AB2450_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2450_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2450_STAMPING: 17 1995
 AB2450_MARK LOGO: ATHCE 
 AB2450_PROJECTION: FLUSH
 AB2450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2450+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2450_ROD/PIPE-DEPTH: 1    meters
 AB2450
 AB2450  HISTORY     - Date     Condition        Report By
 AB2450  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2450
 AB2450                          STATION DESCRIPTION
 AB2450
 AB2450'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2450'IN ATHENS COUNTY, OHIO, ON THE DOVER AND ATHENS TOWNSHIP LINE, STATION
 AB2450'IS LOCATED IN THE SOUTHEAST R/W AT THE INTERSECTION OF C.R.  26 AND
 AB2450'ORPHA RD.  (T-436) .  SET APPROXIMATELY 7 FT.EAST OF A TELEPHONE POLE
 AB2450'IN THE SOUTHEAST R/W NEAR THE INTERSECTION AND 49 FT.EAST OF THE EAST
 AB2450'END OF A CONCRETE DRAINAGE WALL.  STATION IS FLUSH WITH THE GROUND. A
 AB2450'STATION SKETCH IS AVAILABLE THROUGH THE ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6760 ***********************************************************************
 AI6760  DESIGNATION -  21
 AI6760  PID         -  AI6760
 AI6760  STATE/COUNTY-  OH/CLINTON
 AI6760  USGS QUAD   -  WILMINGTON (1979)
 AI6760
 AI6760                         *CURRENT SURVEY CONTROL
 AI6760  ___________________________________________________________________
 AI6760* NAD 83(1995)-  39 27 11.35995(N)    083 47 03.68430(W)     ADJUSTED  
 AI6760* NAVD 88     -       323.2    (meters)    1060.     (feet)  GPS OBS   
 AI6760  ___________________________________________________________________
 AI6760  X           -     533,962.983 (meters)                     COMP
 AI6760  Y           -  -4,902,745.184 (meters)                     COMP
 AI6760  Z           -   4,031,473.601 (meters)                     COMP
 AI6760  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 AI6760  ELLIP HEIGHT-         290.45  (meters)          (10/07/05) GPS OBS
 AI6760  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AI6760
 AI6760  HORZ ORDER  -  FIRST
 AI6760  ELLP ORDER  -  THIRD     CLASS II
 AI6760
 AI6760.The horizontal coordinates were established by GPS observations
 AI6760.and adjusted by the National Geodetic Survey in August 2000..
 AI6760
 AI6760.The orthometric height was determined by GPS observations and a
 AI6760.high-resolution geoid model.
 AI6760
 AI6760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6760
 AI6760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6760
 AI6760.The ellipsoidal height was determined by GPS observations
 AI6760.and is referenced to NAD 83.
 AI6760
 AI6760.The geoid height was determined by GEOID03.
 AI6760
 AI6760;                    North         East     Units Scale Factor Converg.
 AI6760;SPC OH S     -   162,105.804   489,464.698   MT  0.99993663   -0 48 53.8
 AI6760;UTM  17      - 4,370,766.389   260,424.791   MT  1.00030673   -1 46 12.5
 AI6760
 AI6760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6760!SPC OH S     -   0.99995443  x   0.99993663  =   0.99989107
 AI6760!UTM  17      -   0.99995443  x   1.00030673  =   1.00026115
 AI6760
 AI6760|---------------------------------------------------------------------|
 AI6760| PID    Reference Object                     Distance      Geod. Az  |
 AI6760|                                                           dddmmss.s |
 AI6760| AI6790 21A                                 331.677 METERS 13823     |
 AI6760|---------------------------------------------------------------------|
 AI6760
 AI6760                          SUPERSEDED SURVEY CONTROL
 AI6760
 AI6760  ELLIP H (08/02/00)  290.49   (m)                       GP(       ) 3 2
 AI6760
 AI6760.Superseded values are not recommended for survey control.
 AI6760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6760.See file dsdata.txt to determine how the superseded data were derived.
 AI6760
 AI6760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6042570766(NAD 83)
 AI6760_MARKER: DD = SURVEY DISK
 AI6760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6760_STAMPING: GPS 21 2000
 AI6760_MARK LOGO: OH-027
 AI6760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6760+STABILITY: SURFACE MOTION
 AI6760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6760+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6760
 AI6760  HISTORY     - Date     Condition        Report By
 AI6760  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6760
 AI6760                          STATION DESCRIPTION
 AI6760
 AI6760'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6760'THE STATION IS APPROXIMATELY 8.25 MI (13.28 KM) SOUTHWEST OF SABINA,
 AI6760'7.0 MI (11.3 KM) SOUTH OF PORT WILLIAM, AND 2.25 MI (3.62 KM) EAST OF
 AI6760'THE CENTER OF WILMINGTON.  THE STATION IS IN THE SOUTHWEST QUADRANT OF
 AI6760'THE INTERSECTION WHERE STATE ROUTE 73 SPLITS SOUTE FROM SR 73/SR 3/US
 AI6760'ROUTE 22.
 AI6760'TO REACH THE STATION FROM THE INTERSECTION OF US 68 AND SR 73/SR 3/ US
 AI6760'22, PROCEED EAST ALONG SR 73/SR 3/US 22 APPROXIMATELY 2.25 MI (3.62
 AI6760'KM) TO THE STATION ON THE RIGHT.
 AI6760'THE STATION IS APPROXIMATELY 45.2 FT (13.8 M) NORTH OF A LITTER SIGN,
 AI6760'33.0 FT (10.1 M) SOUTHEAST OF A FIRE HYDRANT, AND 13.11 FT (4.00 M)
 AI6760'SOUTHWEST OF THE EDGE OF PAVEMENT.  THE STATION IS A STANDARD CLINTON
 AI6760'COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS
 AI6760'21 2000--RECESSED 0.2 FT (6.1 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3206 ***********************************************************************
 MB3206  DESIGNATION -  21 1 1 OM 37
 MB3206  PID         -  MB3206
 MB3206  STATE/COUNTY-  OH/CUYAHOGA
 MB3206  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB3206
 MB3206                         *CURRENT SURVEY CONTROL
 MB3206  ___________________________________________________________________
 MB3206* NAD 83(1995)-  41 28 19.59181(N)    081 37 17.91420(W)     ADJUSTED  
 MB3206* NAVD 88     -       238.6    (meters)     783.     (feet)  VERTCON   
 MB3206  ___________________________________________________________________
 MB3206  X           -     697,391.556 (meters)                     COMP
 MB3206  Y           -  -4,735,102.391 (meters)                     COMP
 MB3206  Z           -   4,201,987.055 (meters)                     COMP
 MB3206  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 MB3206  ELLIP HEIGHT-         204.34  (meters)          (10/07/05) GPS OBS
 MB3206  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 MB3206
 MB3206  HORZ ORDER  -  SECOND
 MB3206  ELLP ORDER  -  FOURTH    CLASS I
 MB3206
 MB3206.The horizontal coordinates were established by GPS observations
 MB3206.and adjusted by the National Geodetic Survey in April 1998..
 MB3206
 MB3206.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3206
 MB3206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3206
 MB3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3206
 MB3206.The ellipsoidal height was determined by GPS observations
 MB3206.and is referenced to NAD 83.
 MB3206
 MB3206.The geoid height was determined by GEOID03.
 MB3206
 MB3206;                    North         East     Units Scale Factor Converg.
 MB3206;SPC OH N     -   200,859.408   673,367.035   MT  0.99996401   +0 34 37.3
 MB3206;UTM  17      - 4,591,354.261   448,093.585   MT  0.99963316   -0 24 42.1
 MB3206
 MB3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3206!SPC OH N     -   0.99996795  x   0.99996401  =   0.99993196
 MB3206!UTM  17      -   0.99996795  x   0.99963316  =   0.99960112
 MB3206
 MB3206                          SUPERSEDED SURVEY CONTROL
 MB3206
 MB3206  ELLIP H (04/01/98)  204.38   (m)                       GP(       ) 4 1
 MB3206  NAD 83(1995)-  41 28 19.59729(N)    081 37 17.91453(W) AD(       ) 2
 MB3206  NAD 83(1986)-  41 28 19.60161(N)    081 37 17.91590(W) AD(       ) 2
 MB3206  NGVD 29 (11/06/91)  238.8    (m)          783.     (f) GPS OBS        
 MB3206
 MB3206.Superseded values are not recommended for survey control.
 MB3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3206.See file dsdata.txt to determine how the superseded data were derived.
 MB3206
 MB3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4809491354(NAD 83)
 MB3206_MARKER: DD = SURVEY DISK
 MB3206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3206_SP_SET: SQUARE CONCRETE MONUMENT
 MB3206_STAMPING: OM 37
 MB3206_MARK LOGO: CRGS  
 MB3206_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3206+STABILITY: SURFACE MOTION
 MB3206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3206+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3206
 MB3206  HISTORY     - Date     Condition        Report By
 MB3206  HISTORY     - UNK      MONUMENTED
 MB3206  HISTORY     - 19900324 GOOD             AEROS
 MB3206
 MB3206                          STATION DESCRIPTION
 MB3206
 MB3206'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3206'STATION IS LOCATED IN THE CITY OF CLEVELAND, ABOUT 3.2 KM (2.00 MI)
 MB3206'EAST OF INTERSTATE 77, AT THE INTERSECTION OF KINSMAN ROAD AND EAST
 MB3206'93RD STREET.
 MB3206'TO REACH FROM THE JUNCTION OF INTERSTATE 77 AND HARVARD AVE, IN
 MB3206'NEWBURGH HEIGHTS GO EAST FOR 2.9 KM (1.80 MI) ON HARVARD AVE TO EAST
 MB3206'93RD STREET.  TURN LEFT AND GO NORTH FOR 2.6 KM (1.60 MI) ON EAST 93RD
 MB3206'STREET TO KINSMAN ROAD AND THE STATION.
 MB3206'STATION IS A SURVEY DISK SET INTO THE TOP OF A SQUARE CONCRETE
 MB3206'MONUMENT RECESSED 6 CM BELOW THE SIDEWALK ENCASED IN A SQUARE IRON
 MB3206'MONUMENT BOX.  LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION,
 MB3206'SET IN THE SIDEWALK, 12.0 M (39.4 FT) NORTH OF THE CENTERLINE OF
 MB3206'KINSMAN AVE, 11.2 M (36.7 FT) WEST OF THE CENTERLINE OF EAST 93RD
 MB3206'STREET, 2.04 M (6.7 FT) SOUTHWEST OF THE TOP OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3207 ***********************************************************************
 MB3207  DESIGNATION -  21 1 2
 MB3207  PID         -  MB3207
 MB3207  STATE/COUNTY-  OH/CUYAHOGA
 MB3207  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3207
 MB3207                         *CURRENT SURVEY CONTROL
 MB3207  ___________________________________________________________________
 MB3207* NAD 83(1995)-  41 27 24.97245(N)    081 38 14.66691(W)     ADJUSTED  
 MB3207* NAVD 88     -       220.4    (meters)     723.     (feet)  VERTCON   
 MB3207  ___________________________________________________________________
 MB3207  X           -     696,248.995 (meters)                     COMP
 MB3207  Y           -  -4,736,384.606 (meters)                     COMP
 MB3207  Z           -   4,200,712.305 (meters)                     COMP
 MB3207  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 MB3207  ELLIP HEIGHT-         186.23  (meters)          (10/07/05) GPS OBS
 MB3207  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 MB3207
 MB3207  HORZ ORDER  -  SECOND
 MB3207  ELLP ORDER  -  FOURTH    CLASS I
 MB3207
 MB3207.The horizontal coordinates were established by GPS observations
 MB3207.and adjusted by the National Geodetic Survey in April 1998..
 MB3207
 MB3207.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3207
 MB3207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3207
 MB3207.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3207
 MB3207.The ellipsoidal height was determined by GPS observations
 MB3207.and is referenced to NAD 83.
 MB3207
 MB3207.The geoid height was determined by GEOID03.
 MB3207
 MB3207;                    North         East     Units Scale Factor Converg.
 MB3207;SPC OH N     -   199,161.359   672,066.961   MT  0.99996217   +0 34 00.0
 MB3207;UTM  17      - 4,589,679.450   446,764.841   MT  0.99963488   -0 25 19.2
 MB3207
 MB3207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3207!SPC OH N     -   0.99997079  x   0.99996217  =   0.99993296
 MB3207!UTM  17      -   0.99997079  x   0.99963488  =   0.99960568
 MB3207
 MB3207                          SUPERSEDED SURVEY CONTROL
 MB3207
 MB3207  ELLIP H (04/01/98)  186.26   (m)                       GP(       ) 4 1
 MB3207  NAD 83(1995)-  41 27 24.97793(N)    081 38 14.66723(W) AD(       ) 2
 MB3207  NAD 83(1986)-  41 27 24.98226(N)    081 38 14.66862(W) AD(       ) 2
 MB3207  NGVD 29 (11/06/91)  220.6    (m)          724.     (f) GPS OBS        
 MB3207
 MB3207.Superseded values are not recommended for survey control.
 MB3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3207.See file dsdata.txt to determine how the superseded data were derived.
 MB3207
 MB3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4676589679(NAD 83)
 MB3207_MARKER: I = METAL ROD
 MB3207_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3207_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3207_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3207+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3207
 MB3207  HISTORY     - Date     Condition        Report By
 MB3207  HISTORY     - UNK      MONUMENTED
 MB3207  HISTORY     - 19900324 GOOD             AEROS
 MB3207
 MB3207                          STATION DESCRIPTION
 MB3207
 MB3207'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3207'LOCATED IN THE CITY OF CLEVELAND, ABOUT 1.6 KM (1.00 MI) EAST OF
 MB3207'INTERSTATE 77 AT THE INTERSECTION OF BROADWAY AND FLEET AVE.
 MB3207'TO REACH FROM THE JUNCTION OF INTERSTATE 77 AND FLEET AVE, GO EAST FOR
 MB3207'1.8 KM (1.10 MI) ON FLEET AVE TO ITS INTERSECTION WITH BROADWAY AND
 MB3207'THE STATION.
 MB3207'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 15.5 CM BELOW THE ROAD
 MB3207'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED ON THE
 MB3207'CENTERLINE OF FLEET AVE, AND ON THE WEST SIDE OF BROADWAY, 9.14 M
 MB3207'(30.0 FT) SOUTHWEST OF THE MANHOLE IN THE CENTER OF THE INTERSECTION,
 MB3207'3 M (9.8 FT) SOUTHWEST FROM THE WEST BACK OF CURB OF BROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3208 ***********************************************************************
 MB3208  DESIGNATION -  21 1 5 OM 931
 MB3208  PID         -  MB3208
 MB3208  STATE/COUNTY-  OH/CUYAHOGA
 MB3208  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB3208
 MB3208                         *CURRENT SURVEY CONTROL
 MB3208  ___________________________________________________________________
 MB3208* NAD 83(1995)-  41 27 27.74345(N)    081 36 10.67943(W)     ADJUSTED  
 MB3208* NAVD 88     -       269.4    (meters)     884.     (feet)  VERTCON   
 MB3208  ___________________________________________________________________
 MB3208  X           -     699,093.053 (meters)                     COMP
 MB3208  Y           -  -4,735,945.610 (meters)                     COMP
 MB3208  Z           -   4,200,808.856 (meters)                     COMP
 MB3208  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 MB3208  ELLIP HEIGHT-         235.29  (meters)          (10/07/05) GPS OBS
 MB3208  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 MB3208
 MB3208  HORZ ORDER  -  FIRST
 MB3208  ELLP ORDER  -  FOURTH    CLASS I
 MB3208
 MB3208.The horizontal coordinates were established by GPS observations
 MB3208.and adjusted by the National Geodetic Survey in April 1998..
 MB3208
 MB3208.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3208
 MB3208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3208
 MB3208.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3208
 MB3208.The ellipsoidal height was determined by GPS observations
 MB3208.and is referenced to NAD 83.
 MB3208
 MB3208.The geoid height was determined by GEOID03.
 MB3208
 MB3208;                    North         East     Units Scale Factor Converg.
 MB3208;SPC OH N     -   199,275.866   674,943.420   MT  0.99996226   +0 35 21.5
 MB3208;UTM  17      - 4,589,744.289   449,641.900   MT  0.99963121   -0 23 57.2
 MB3208
 MB3208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3208!SPC OH N     -   0.99996310  x   0.99996226  =   0.99992536
 MB3208!UTM  17      -   0.99996310  x   0.99963121  =   0.99959432
 MB3208
 MB3208                          SUPERSEDED SURVEY CONTROL
 MB3208
 MB3208  ELLIP H (04/01/98)  235.32   (m)                       GP(       ) 4 1
 MB3208  NAD 83(1995)-  41 27 27.75130(N)    081 36 10.67975(W) AD(       ) 1
 MB3208  NAD 83(1986)-  41 27 27.75373(N)    081 36 10.68075(W) AD(       ) 1
 MB3208  NGVD 29 (11/06/91)  269.6    (m)          885.     (f) GPS OBS        
 MB3208
 MB3208.Superseded values are not recommended for survey control.
 MB3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3208.See file dsdata.txt to determine how the superseded data were derived.
 MB3208
 MB3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4964289744(NAD 83)
 MB3208_MARKER: DD = SURVEY DISK
 MB3208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3208_SP_SET: CONCRETE POST
 MB3208_STAMPING: OM 931
 MB3208_MARK LOGO: CRGS  
 MB3208_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3208+STABILITY: SURFACE MOTION
 MB3208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3208+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3208
 MB3208  HISTORY     - Date     Condition        Report By
 MB3208  HISTORY     - UNK      MONUMENTED
 MB3208  HISTORY     - 19900326 GOOD             AEROS
 MB3208
 MB3208                          STATION DESCRIPTION
 MB3208
 MB3208'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3208'STATION IS LOCATED IN THE CITY OF CLEVELAND, AT THE INTERSECTION OF
 MB3208'116TH STREET AND FARRINGDON AVE, WHERE MARTIN LUTHER KING DRIVE TURNS
 MB3208'WEST.
 MB3208'TO REACH FROM THE INTERSECTION OF MILES AVE. AND EAST 116TH STREET, GO
 MB3208'NORTH FOR 1.69 KM (1.05 MI) ON EAST 116TH STREET TO ITS INTERSECTION
 MB3208'WITH FARRINGDON AVE. EAST AND MARTIN LUTHER KING DRIVE WEST AND THE
 MB3208'STATION.
 MB3208'STATION IS A SURVEY DISK SET INTO THE TOP OF A 14 CM DIAMETER CONCRETE
 MB3208'MONUMENT RECESSED 17.5 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON
 MB3208'MONUMENT BOX.  LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION, IN
 MB3208'THE SIDEWALK, 3.44 M (11.3 FT) SOUTH OF THE CENTERLINE OF FARRINGDON
 MB3208'AVE. EXTENDED, 8.5 M (27.9 FT) WEST OF THE CENTERLINE OF EAST 116TH
 MB3208'STREET, 3.96 M (13.0 FT) NORTHEAST OF A POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3209 ***********************************************************************
 MB3209  DESIGNATION -  21 1 6 OM 662
 MB3209  PID         -  MB3209
 MB3209  STATE/COUNTY-  OH/CUYAHOGA
 MB3209  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB3209
 MB3209                         *CURRENT SURVEY CONTROL
 MB3209  ___________________________________________________________________
 MB3209* NAD 83(1995)-  41 29 01.71194(N)    081 36 10.10488(W)     ADJUSTED  
 MB3209* NAVD 88     -       265.1    (meters)     870.     (feet)  VERTCON   
 MB3209  ___________________________________________________________________
 MB3209  X           -     698,825.392 (meters)                     COMP
 MB3209  Y           -  -4,734,041.082 (meters)                     COMP
 MB3209  Z           -   4,202,978.230 (meters)                     COMP
 MB3209  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 MB3209  ELLIP HEIGHT-         230.89  (meters)          (10/07/05) GPS OBS
 MB3209  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 MB3209
 MB3209  HORZ ORDER  -  SECOND
 MB3209  ELLP ORDER  -  FOURTH    CLASS I
 MB3209
 MB3209.The horizontal coordinates were established by GPS observations
 MB3209.and adjusted by the National Geodetic Survey in April 1998..
 MB3209
 MB3209.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3209
 MB3209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3209
 MB3209.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3209
 MB3209.The ellipsoidal height was determined by GPS observations
 MB3209.and is referenced to NAD 83.
 MB3209
 MB3209.The geoid height was determined by GEOID03.
 MB3209
 MB3209;                    North         East     Units Scale Factor Converg.
 MB3209;SPC OH N     -   202,174.752   674,926.932   MT  0.99996547   +0 35 21.9
 MB3209;UTM  17      - 4,592,642.063   449,675.420   MT  0.99963117   -0 23 57.5
 MB3209
 MB3209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3209!SPC OH N     -   0.99996379  x   0.99996547  =   0.99992926
 MB3209!UTM  17      -   0.99996379  x   0.99963117  =   0.99959497
 MB3209
 MB3209                          SUPERSEDED SURVEY CONTROL
 MB3209
 MB3209  ELLIP H (04/01/98)  230.92   (m)                       GP(       ) 4 1
 MB3209  NAD 83(1995)-  41 29 01.71734(N)    081 36 10.10525(W) AD(       ) 2
 MB3209  NAD 83(1986)-  41 29 01.72165(N)    081 36 10.10657(W) AD(       ) 2
 MB3209  NGVD 29 (11/06/91)  265.3    (m)          870.     (f) GPS OBS        
 MB3209
 MB3209.Superseded values are not recommended for survey control.
 MB3209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3209.See file dsdata.txt to determine how the superseded data were derived.
 MB3209
 MB3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4967592642(NAD 83)
 MB3209_MARKER: DD = SURVEY DISK
 MB3209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3209_SP_SET: CONCRETE POST
 MB3209_STAMPING: OM 662
 MB3209_MARK LOGO: CRGS  
 MB3209_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3209+STABILITY: SURFACE MOTION
 MB3209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3209+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 MB3209
 MB3209  HISTORY     - Date     Condition        Report By
 MB3209  HISTORY     - UNK      MONUMENTED
 MB3209  HISTORY     - 19900326 GOOD             AEROS
 MB3209  HISTORY     - 20040524 GOOD             USPSQD
 MB3209
 MB3209                          STATION DESCRIPTION
 MB3209
 MB3209'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3209'STATION IS LOCATED IN THE CITY OF CLEVELAND, ABOUT 4.8 KM (3.00 MI)
 MB3209'EAST OF THE JUNCTION OF INTERSTATE 77 AND 480, AT THE INTERSECTION OF
 MB3209'SHAKER BLVD. AND EAST 116TH STREET.
 MB3209'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 422--KINSMAN ROAD-- AND
 MB3209'EAST 116TH STREET, GO NORTH FOR 1.8 KM (1.10 MI) ON EAST 116TH STREET
 MB3209'TO SHAKER BLVD. AND THE STATION.
 MB3209'STATION IS A SURVEY DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MB3209'RECESSED 8 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON MONUMENT BOX.
 MB3209'LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION, IN THE SIDEWALK,
 MB3209'8.23 M (27.0 FT) EAST OF THE CENTERLINE OF EAST 116TH STREET, 8.23 M
 MB3209'(27.0 FT) SOUTH OF THE CENTERLINE  OF SHAKER BLVD. EAST BOUND LANE,
 MB3209'1.46 M (4.8 FT) SOUTHWEST OF A STEEL SIGNAL POLE, 2.27 M (7.4 FT)
 MB3209'SOUTHWEST OF THE CENTER OF A SEWER MANHOLE IN THE SIDEWALK.
 MB3209
 MB3209                          STATION RECOVERY (2004)
 MB3209
 MB3209'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 MB3209'RECOVERED IN GOOD CONDITION AS DESCRIBED, BUT WITH THE COVER TO THE
 MB3209'MONUMENT BOX MISSING. USPSQD JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3210 ***********************************************************************
 MB3210  DESIGNATION -  21 4 R OM 373
 MB3210  PID         -  MB3210
 MB3210  STATE/COUNTY-  OH/CUYAHOGA
 MB3210  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3210
 MB3210                         *CURRENT SURVEY CONTROL
 MB3210  ___________________________________________________________________
 MB3210* NAD 83(1995)-  41 26 02.86457(N)    081 37 50.30791(W)     ADJUSTED  
 MB3210* NAVD 88     -       245.3    (meters)     805.     (feet)  VERTCON   
 MB3210  ___________________________________________________________________
 MB3210  X           -     697,055.109 (meters)                     COMP
 MB3210  Y           -  -4,737,979.687 (meters)                     COMP
 MB3210  Z           -   4,198,829.970 (meters)                     COMP
 MB3210  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 MB3210  ELLIP HEIGHT-         211.14  (meters)          (10/07/05) GPS OBS
 MB3210  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 MB3210
 MB3210  HORZ ORDER  -  FIRST
 MB3210  ELLP ORDER  -  FOURTH    CLASS I
 MB3210
 MB3210.The horizontal coordinates were established by GPS observations
 MB3210.and adjusted by the National Geodetic Survey in April 1998..
 MB3210
 MB3210.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3210
 MB3210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3210
 MB3210.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3210
 MB3210.The ellipsoidal height was determined by GPS observations
 MB3210.and is referenced to NAD 83.
 MB3210
 MB3210.The geoid height was determined by GEOID03.
 MB3210
 MB3210;                    North         East     Units Scale Factor Converg.
 MB3210;SPC OH N     -   196,634.111   672,657.502   MT  0.99995955   +0 34 16.1
 MB3210;UTM  17      - 4,587,143.217   447,311.513   MT  0.99963416   -0 25 02.4
 MB3210
 MB3210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3210!SPC OH N     -   0.99996688  x   0.99995955  =   0.99992643
 MB3210!UTM  17      -   0.99996688  x   0.99963416  =   0.99960106
 MB3210
 MB3210                          SUPERSEDED SURVEY CONTROL
 MB3210
 MB3210  ELLIP H (04/01/98)  211.18   (m)                       GP(       ) 4 1
 MB3210  NAD 83(1995)-  41 26 02.87192(N)    081 37 50.30829(W) AD(       ) 1
 MB3210  NAD 83(1986)-  41 26 02.87479(N)    081 37 50.30945(W) AD(       ) 1
 MB3210  NGVD 29 (11/06/91)  245.5    (m)          805.     (f) GPS OBS        
 MB3210
 MB3210.Superseded values are not recommended for survey control.
 MB3210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3210.See file dsdata.txt to determine how the superseded data were derived.
 MB3210
 MB3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4731287143(NAD 83)
 MB3210_MARKER: DD = SURVEY DISK
 MB3210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3210_SP_SET: CONCRETE POST
 MB3210_STAMPING: OM 373
 MB3210_MARK LOGO: CRGS  
 MB3210_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3210+STABILITY: SURFACE MOTION
 MB3210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3210+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3210
 MB3210  HISTORY     - Date     Condition        Report By
 MB3210  HISTORY     - UNK      MONUMENTED
 MB3210  HISTORY     - 19900326 GOOD             AEROS
 MB3210  HISTORY     - 20050423 GOOD             USPSQD
 MB3210
 MB3210                          STATION DESCRIPTION
 MB3210
 MB3210'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3210'THE STATION IS LOCATED 1.6 KM (1.00 MI) EAST OF INTERSTATE 77, AT THE
 MB3210'INTERSECTION OF GRAND DIVISION AND WARNER ROAD.
 MB3210'TO REACH FROM THE INTERSECTION OF INTERSTATE 480 AND BROADWAY, GO
 MB3210'NORTHWEST FOR 3.7 KM (2.30 MI) ON BROADWAY TO MILES AVE.  TURN LEFT
 MB3210'AND GO SOUTH FOR 1.45 KM (0.90 MI) ON WARNER ROAD TO ITS INTERSECTION
 MB3210'WITH GRAND DIVISION ROAD AND THE STATION.
 MB3210'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13 CM DIAMETER CONCRETE
 MB3210'MONUMENT RECESSED 16 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON
 MB3210'MONUMENT BOX.  LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION, IN
 MB3210'THE SIDEWALK, 5.18 M (17.0 FT) SOUTH OF THE CENTERLINE OF GRAND
 MB3210'DIVISION, 7.62 M (25.0 FT) EAST OF THE CENTERLINE OF WARNER ROAD.
 MB3210
 MB3210                          STATION RECOVERY (2005)
 MB3210
 MB3210'RECOVERY NOTE BY US POWER SQUADRON 2005
 MB3210'BOX COVER IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3211 ***********************************************************************
 MB3211  DESIGNATION -  21 BR OM 223
 MB3211  PID         -  MB3211
 MB3211  STATE/COUNTY-  OH/CUYAHOGA
 MB3211  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB3211
 MB3211                         *CURRENT SURVEY CONTROL
 MB3211  ___________________________________________________________________
 MB3211* NAD 83(1995)-  41 26 41.24488(N)    081 34 54.21940(W)     ADJUSTED  
 MB3211* NAVD 88     -       280.7    (meters)     921.     (feet)  VERTCON   
 MB3211  ___________________________________________________________________
 MB3211  X           -     700,988.834 (meters)                     COMP
 MB3211  Y           -  -4,736,633.938 (meters)                     COMP
 MB3211  Z           -   4,199,741.093 (meters)                     COMP
 MB3211  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 MB3211  ELLIP HEIGHT-         246.58  (meters)          (10/07/05) GPS OBS
 MB3211  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 MB3211
 MB3211  HORZ ORDER  -  FIRST
 MB3211  ELLP ORDER  -  FOURTH    CLASS I
 MB3211
 MB3211.The horizontal coordinates were established by GPS observations
 MB3211.and adjusted by the National Geodetic Survey in April 1998..
 MB3211
 MB3211.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3211
 MB3211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3211
 MB3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3211
 MB3211.The ellipsoidal height was determined by GPS observations
 MB3211.and is referenced to NAD 83.
 MB3211
 MB3211.The geoid height was determined by GEOID03.
 MB3211
 MB3211;                    North         East     Units Scale Factor Converg.
 MB3211;SPC OH N     -   197,859.952   676,732.879   MT  0.99996076   +0 36 11.7
 MB3211;UTM  17      - 4,588,298.197   451,406.084   MT  0.99962906   -0 23 06.2
 MB3211
 MB3211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3211!SPC OH N     -   0.99996132  x   0.99996076  =   0.99992209
 MB3211!UTM  17      -   0.99996132  x   0.99962906  =   0.99959040
 MB3211
 MB3211                          SUPERSEDED SURVEY CONTROL
 MB3211
 MB3211  ELLIP H (04/01/98)  246.61   (m)                       GP(       ) 4 1
 MB3211  NAD 83(1995)-  41 26 41.25318(N)    081 34 54.21961(W) AD(       ) 1
 MB3211  NAD 83(1986)-  41 26 41.25530(N)    081 34 54.22052(W) AD(       ) 1
 MB3211  NGVD 29 (11/06/91)  280.9    (m)          922.     (f) GPS OBS        
 MB3211
 MB3211.Superseded values are not recommended for survey control.
 MB3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3211.See file dsdata.txt to determine how the superseded data were derived.
 MB3211
 MB3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5140688298(NAD 83)
 MB3211_MARKER: DD = SURVEY DISK
 MB3211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3211_SP_SET: CONCRETE POST
 MB3211_STAMPING: 0M 223
 MB3211_MARK LOGO: CRGS  
 MB3211_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3211+STABILITY: SURFACE MOTION
 MB3211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3211+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3211
 MB3211  HISTORY     - Date     Condition        Report By
 MB3211  HISTORY     - UNK      MONUMENTED
 MB3211  HISTORY     - 19900326 GOOD             AEROS
 MB3211
 MB3211                          STATION DESCRIPTION
 MB3211
 MB3211'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3211'STATION IS LOCATED IN THE CITY OF CLEVELAND, AT THE INTERSECTION OF
 MB3211'MILES AVE. AND EAST 143RD STREET, ABOUT 3.2 KM (2.00 MI) NORTH OF
 MB3211'INTERSTATE 480.
 MB3211'TO REACH FROM THE INTERSECTION OF MILES AVE. AND LEE STREET, GO WEST
 MB3211'0.96 KM (0.60 MI) ON MILES AVE. TO ITS INTERSECTION WITH EAST 143RD
 MB3211'STREET AND THE STATION.
 MB3211'STATION IS A SURVEY DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MB3211'RECESSED 16 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON MONUMENT
 MB3211'BOX.  LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION, 7.4 M
 MB3211'(24.3 FT) EAST OF THE CENTERLINE OF EAST 143RD STREET, 7.9 M
 MB3211'(25.9 FT) NORTH OF THE CENTERLINE OF MILES AVE., 15.75 M (51.7 FT)
 MB3211'NORTHEAST OF THE TOP A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0120 ***********************************************************************
 LA0120  DESIGNATION -  210
 LA0120  PID         -  LA0120
 LA0120  STATE/COUNTY-  OH/SHELBY
 LA0120  USGS QUAD   -  SIDNEY (1982)
 LA0120
 LA0120                         *CURRENT SURVEY CONTROL
 LA0120  ___________________________________________________________________
 LA0120* NAD 83(1986)-  40 16 25.     (N)    084 11 10.     (W)     SCALED    
 LA0120* NAVD 88     -       310.489  (meters)    1018.66   (feet)  ADJUSTED  
 LA0120  ___________________________________________________________________
 LA0120  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LA0120  DYNAMIC HT  -         310.334 (meters)    1018.15  (feet)  COMP
 LA0120  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 LA0120
 LA0120  VERT ORDER  -  SECOND    CLASS 0
 LA0120
 LA0120.The horizontal coordinates were scaled from a topographic map and have
 LA0120.an estimated accuracy of +/- 6 seconds.
 LA0120
 LA0120.The orthometric height was determined by differential leveling
 LA0120.and adjusted by the National Geodetic Survey in June 1991..
 LA0120
 LA0120.The geoid height was determined by GEOID03.
 LA0120
 LA0120.The dynamic height is computed by dividing the NAVD 88
 LA0120.geopotential number by the normal gravity value computed on the
 LA0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0120.degrees latitude (g = 980.6199 gals.).
 LA0120
 LA0120.The modeled gravity was interpolated from observed gravity values.
 LA0120
 LA0120;                    North         East    Units  Estimated Accuracy
 LA0120;SPC OH N     -    68,790.      456,600.      MT  (+/- 180 meters Scaled)
 LA0120
 LA0120                          SUPERSEDED SURVEY CONTROL
 LA0120
 LA0120  NGVD 29 (??/??/92)  310.686  (m)         1019.31   (f) ADJ UNCH    2 0
 LA0120
 LA0120.Superseded values are not recommended for survey control.
 LA0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0120.See file dsdata.txt to determine how the superseded data were derived.
 LA0120
 LA0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK392619(NAD 83)
 LA0120_MARKER: R = RIVET
 LA0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0120_SP_SET: CULVERT
 LA0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0120
 LA0120  HISTORY     - Date     Condition        Report By
 LA0120  HISTORY     - UNK      MONUMENTED       PCRR
 LA0120  HISTORY     - 1934     GOOD             NGS
 LA0120
 LA0120                          STATION DESCRIPTION
 LA0120
 LA0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0120'1.4 MI W FROM SIDNEY.
 LA0120'1.4 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0120'ST. LOUIS RAILWAY FROM THE STATION AT SIDNEY, SHELBY COUNTY,
 LA0120'AT POLE 165+03, IN THE TOP OF THE NORTHEAST CORNER OF THE BACKWALL
 LA0120'OF CONCRETE CULVERT N 210, 9.2 FEET NORTH OF THE NORTH RAIL,
 LA0120'AND ABOUT 2 FEET LOWER THAN THE TRACK.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0734 ***********************************************************************
 JZ0734  DESIGNATION -  213
 JZ0734  PID         -  JZ0734
 JZ0734  STATE/COUNTY-  OH/HAMILTON
 JZ0734  USGS QUAD   -  ADDYSTON (1987)
 JZ0734
 JZ0734                         *CURRENT SURVEY CONTROL
 JZ0734  ___________________________________________________________________
 JZ0734* NAD 83(1986)-  39 08 02.     (N)    084 38 29.     (W)     SCALED    
 JZ0734* NAVD 88     -       234.413  (meters)     769.07   (feet)  ADJUSTED  
 JZ0734  ___________________________________________________________________
 JZ0734  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0734  DYNAMIC HT  -         234.264 (meters)     768.58  (feet)  COMP
 JZ0734  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 JZ0734
 JZ0734  VERT ORDER  -  FIRST     CLASS II
 JZ0734
 JZ0734.The horizontal coordinates were scaled from a topographic map and have
 JZ0734.an estimated accuracy of +/- 6 seconds.
 JZ0734
 JZ0734.The orthometric height was determined by differential leveling
 JZ0734.and adjusted by the National Geodetic Survey in June 1991..
 JZ0734
 JZ0734.The geoid height was determined by GEOID03.
 JZ0734
 JZ0734.The dynamic height is computed by dividing the NAVD 88
 JZ0734.geopotential number by the normal gravity value computed on the
 JZ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0734.degrees latitude (g = 980.6199 gals.).
 JZ0734
 JZ0734.The modeled gravity was interpolated from observed gravity values.
 JZ0734
 JZ0734;                    North         East    Units  Estimated Accuracy
 JZ0734;SPC OH S     -   128,070.      414,880.      MT  (+/- 180 meters Scaled)
 JZ0734
 JZ0734                          SUPERSEDED SURVEY CONTROL
 JZ0734
 JZ0734  NGVD 29 (??/??/92)  234.597  (m)          769.67   (f) ADJ UNCH    1 2
 JZ0734
 JZ0734.Superseded values are not recommended for survey control.
 JZ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0734.See file dsdata.txt to determine how the superseded data were derived.
 JZ0734
 JZ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ038342(NAD 83)
 JZ0734_MARKER: DD = SURVEY DISK
 JZ0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0734_SP_SET: ABUTMENT
 JZ0734_STAMPING: 213
 JZ0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0734
 JZ0734  HISTORY     - Date     Condition        Report By
 JZ0734  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0734  HISTORY     - 1947     GOOD             NGS
 JZ0734  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 JZ0734
 JZ0734                          STATION DESCRIPTION
 JZ0734
 JZ0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0734'AT CINCINNATI.
 JZ0734'1.2 MILES SOUTHWEST OF LINNEMAN ROAD ALONG MUDDY CREEK ROAD, 0.2
 JZ0734'MILE SOUTHWEST OF SIDNEY ROAD IN TOP OF THE SOUTHEAST CORNER OF
 JZ0734'ABUTMENT OF A 75 FOOT BRIDGE OVER STREAM, 12.5 FEET SOUTH OF
 JZ0734'CENTERLINE OF BRIDGE AND ABOUT 1 FOOT BELOW THE ROAD.  A DRILL
 JZ0734'FLUSH WITH THE SURFACE.
 JZ0734
 JZ0734                          STATION RECOVERY (1991)
 JZ0734
 JZ0734'RECOVERY NOTE BY US POWER SQUADRON 1991 (CC)
 JZ0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0733 ***********************************************************************
 JZ0733  DESIGNATION -  214
 JZ0733  PID         -  JZ0733
 JZ0733  STATE/COUNTY-  OH/HAMILTON
 JZ0733  USGS QUAD   -  ADDYSTON (1987)
 JZ0733
 JZ0733                         *CURRENT SURVEY CONTROL
 JZ0733  ___________________________________________________________________
 JZ0733* NAD 83(1986)-  39 08 02.     (N)    084 37 59.     (W)     SCALED    
 JZ0733* NAVD 88     -       240.922  (meters)     790.42   (feet)  ADJUSTED  
 JZ0733  ___________________________________________________________________
 JZ0733  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0733  DYNAMIC HT  -         240.769 (meters)     789.92  (feet)  COMP
 JZ0733  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 JZ0733
 JZ0733  VERT ORDER  -  FIRST     CLASS II
 JZ0733
 JZ0733.The horizontal coordinates were scaled from a topographic map and have
 JZ0733.an estimated accuracy of +/- 6 seconds.
 JZ0733
 JZ0733.The orthometric height was determined by differential leveling
 JZ0733.and adjusted by the National Geodetic Survey in June 1991..
 JZ0733
 JZ0733.The geoid height was determined by GEOID03.
 JZ0733
 JZ0733.The dynamic height is computed by dividing the NAVD 88
 JZ0733.geopotential number by the normal gravity value computed on the
 JZ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0733.degrees latitude (g = 980.6199 gals.).
 JZ0733
 JZ0733.The modeled gravity was interpolated from observed gravity values.
 JZ0733
 JZ0733;                    North         East    Units  Estimated Accuracy
 JZ0733;SPC OH S     -   128,060.      415,600.      MT  (+/- 180 meters Scaled)
 JZ0733
 JZ0733                          SUPERSEDED SURVEY CONTROL
 JZ0733
 JZ0733  NGVD 29 (??/??/92)  241.105  (m)          791.03   (f) ADJ UNCH    1 2
 JZ0733
 JZ0733.Superseded values are not recommended for survey control.
 JZ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0733.See file dsdata.txt to determine how the superseded data were derived.
 JZ0733
 JZ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ045343(NAD 83)
 JZ0733_MARKER: DD = SURVEY DISK
 JZ0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0733_SP_SET: BRIDGE
 JZ0733_STAMPING: 214
 JZ0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0733
 JZ0733  HISTORY     - Date     Condition        Report By
 JZ0733  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0733  HISTORY     - 1947     GOOD             NGS
 JZ0733  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 JZ0733
 JZ0733                          STATION DESCRIPTION
 JZ0733
 JZ0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0733'AT CINCINNATI.
 JZ0733'0.65 MILE SOUTHWEST OF LINNEMAN ROAD ALONG MUDDY CREEK ROAD, AT
 JZ0733'THE SOUTHEAST CORNER OF INTERSECTION OF MUDDY CREEK ROAD AND
 JZ0733'NEEB ROAD A DISK IN THE NORTHEAST WINGWALL OF BRIDGE, 3.5 FEET
 JZ0733'SOUTH OF THE NORTH END OF THE WINGWALL, 13 FEET EAST OF THE
 JZ0733'CENTERLINE OF BRIDGE AND 36 FEET SOUTH OF THE CENTERLINE OF MUDDY
 JZ0733'CREEK ROAD.
 JZ0733
 JZ0733                          STATION RECOVERY (1991)
 JZ0733
 JZ0733'RECOVERY NOTE BY US POWER SQUADRON 1991 (CC)
 JZ0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0173 ***********************************************************************
 JZ0173  DESIGNATION -  215
 JZ0173  PID         -  JZ0173
 JZ0173  STATE/COUNTY-  OH/MONTGOMERY
 JZ0173  USGS QUAD   -  BROOKVILLE (1987)
 JZ0173
 JZ0173                         *CURRENT SURVEY CONTROL
 JZ0173  ___________________________________________________________________
 JZ0173* NAD 83(1986)-  39 47 18.     (N)    084 28 57.     (W)     SCALED    
 JZ0173* NAVD 88     -       303.155  (meters)     994.60   (feet)  ADJUSTED  
 JZ0173  ___________________________________________________________________
 JZ0173  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JZ0173  DYNAMIC HT  -         302.983 (meters)     994.04  (feet)  COMP
 JZ0173  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 JZ0173
 JZ0173  VERT ORDER  -  SECOND    CLASS 0
 JZ0173
 JZ0173.The horizontal coordinates were scaled from a topographic map and have
 JZ0173.an estimated accuracy of +/- 6 seconds.
 JZ0173
 JZ0173.The orthometric height was determined by differential leveling
 JZ0173.and adjusted by the National Geodetic Survey in June 1991..
 JZ0173
 JZ0173.The geoid height was determined by GEOID03.
 JZ0173
 JZ0173.The dynamic height is computed by dividing the NAVD 88
 JZ0173.geopotential number by the normal gravity value computed on the
 JZ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0173.degrees latitude (g = 980.6199 gals.).
 JZ0173
 JZ0173.The modeled gravity was interpolated from observed gravity values.
 JZ0173
 JZ0173;                    North         East    Units  Estimated Accuracy
 JZ0173;SPC OH S     -   200,400.      430,210.      MT  (+/- 180 meters Scaled)
 JZ0173
 JZ0173                          SUPERSEDED SURVEY CONTROL
 JZ0173
 JZ0173  NGVD 29 (??/??/92)  303.324  (m)          995.16   (f) ADJ UNCH    2 0
 JZ0173
 JZ0173.Superseded values are not recommended for survey control.
 JZ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0173.See file dsdata.txt to determine how the superseded data were derived.
 JZ0173
 JZ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK155072(NAD 83)
 JZ0173_MARKER: DD = SURVEY DISK
 JZ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0173_STAMPING: 215
 JZ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0173+STABILITY: SURFACE MOTION
 JZ0173
 JZ0173  HISTORY     - Date     Condition        Report By
 JZ0173  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0173  HISTORY     - 1947     GOOD             NGS
 JZ0173  HISTORY     - 20041015 MARK NOT FOUND   INDIV
 JZ0173
 JZ0173                          STATION DESCRIPTION
 JZ0173
 JZ0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0173'5.8 MI NE FROM WEST ALEXANDRIA.
 JZ0173'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0173'WEST ALEXANDRIA, THENCE ABOUT 3.05 MILES NORTH ALONG THE
 JZ0173'PREBLE-MONTGOMERY COUNTY LINE ROAD, AT THE T JUNCTION OF AMITY
 JZ0173'ROAD LEADING EAST, 21 FEET EAST OF THE CENTER LINE OF THE COUNTY
 JZ0173'LINE ROAD, 25 FEET NORTH OF THE CENTER LINE OF AMITY ROAD, 6
 JZ0173'FEET WEST OF A GARDEN FENCE, 34 FEET SOUTH OF POWER POLE NO.
 JZ0173'145881, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ0173'LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST
 JZ0173'PROJECTING 3 INCHES.
 JZ0173
 JZ0173                          STATION RECOVERY (2004)
 JZ0173
 JZ0173'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0730 ***********************************************************************
 JZ0730  DESIGNATION -  216
 JZ0730  PID         -  JZ0730
 JZ0730  STATE/COUNTY-  OH/HAMILTON
 JZ0730  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0730
 JZ0730                         *CURRENT SURVEY CONTROL
 JZ0730  ___________________________________________________________________
 JZ0730* NAD 83(1986)-  39 08 04.     (N)    084 37 17.     (W)     SCALED    
 JZ0730* NAVD 88     -       248.975  (meters)     816.85   (feet)  ADJUSTED  
 JZ0730  ___________________________________________________________________
 JZ0730  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0730  DYNAMIC HT  -         248.817 (meters)     816.33  (feet)  COMP
 JZ0730  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 JZ0730
 JZ0730  VERT ORDER  -  FIRST     CLASS II
 JZ0730
 JZ0730.The horizontal coordinates were scaled from a topographic map and have
 JZ0730.an estimated accuracy of +/- 6 seconds.
 JZ0730
 JZ0730.The orthometric height was determined by differential leveling
 JZ0730.and adjusted by the National Geodetic Survey in June 1991..
 JZ0730
 JZ0730.The geoid height was determined by GEOID03.
 JZ0730
 JZ0730.The dynamic height is computed by dividing the NAVD 88
 JZ0730.geopotential number by the normal gravity value computed on the
 JZ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0730.degrees latitude (g = 980.6199 gals.).
 JZ0730
 JZ0730.The modeled gravity was interpolated from observed gravity values.
 JZ0730
 JZ0730;                    North         East    Units  Estimated Accuracy
 JZ0730;SPC OH S     -   128,090.      416,610.      MT  (+/- 180 meters Scaled)
 JZ0730
 JZ0730                          SUPERSEDED SURVEY CONTROL
 JZ0730
 JZ0730  NGVD 29 (??/??/92)  249.157  (m)          817.44   (f) ADJ UNCH    1 2
 JZ0730
 JZ0730.Superseded values are not recommended for survey control.
 JZ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0730.See file dsdata.txt to determine how the superseded data were derived.
 JZ0730
 JZ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ055343(NAD 83)
 JZ0730_MARKER: DD = SURVEY DISK
 JZ0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0730_SP_SET: ABUTMENT
 JZ0730_STAMPING: 216
 JZ0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0730
 JZ0730  HISTORY     - Date     Condition        Report By
 JZ0730  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0730  HISTORY     - 1947     GOOD             NGS
 JZ0730
 JZ0730                          STATION DESCRIPTION
 JZ0730
 JZ0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0730'AT CINCINNATI.
 JZ0730'AT CINCINNATI, AT THE C AND O RAILROAD OVERPASS AND MUDDY CREEK
 JZ0730'ROAD AND SET VERTICALLY IN THE WEST ABUTMENT OF THE C AND O
 JZ0730'RAILROAD BRIDGE, 13 FEET WEST OF THE CENTERLINE OF MUDDY CREEK
 JZ0730'ROAD, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0756 ***********************************************************************
 MC0756  DESIGNATION -  217
 MC0756  PID         -  MC0756
 MC0756  STATE/COUNTY-  OH/LUCAS
 MC0756  USGS QUAD   -  MAUMEE (1994)
 MC0756
 MC0756                         *CURRENT SURVEY CONTROL
 MC0756  ___________________________________________________________________
 MC0756* NAD 83(1986)-  41 37 07.     (N)    083 42 13.     (W)     SCALED    
 MC0756* NAVD 88     -       192.480  (meters)     631.49   (feet)  ADJUSTED  
 MC0756  ___________________________________________________________________
 MC0756  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC0756  DYNAMIC HT  -         192.404 (meters)     631.25  (feet)  COMP
 MC0756  MODELED GRAV-     980,225.1   (mgal)                       NAVD 88
 MC0756
 MC0756  VERT ORDER  -  SECOND    CLASS 0
 MC0756
 MC0756.The horizontal coordinates were scaled from a topographic map and have
 MC0756.an estimated accuracy of +/- 6 seconds.
 MC0756
 MC0756.The orthometric height was determined by differential leveling
 MC0756.and adjusted by the National Geodetic Survey in June 1991..
 MC0756.WARNING-Repeat measurements at this control monument indicate possible
 MC0756.vertical movement.
 MC0756
 MC0756.The geoid height was determined by GEOID03.
 MC0756
 MC0756.The dynamic height is computed by dividing the NAVD 88
 MC0756.geopotential number by the normal gravity value computed on the
 MC0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0756.degrees latitude (g = 980.6199 gals.).
 MC0756
 MC0756.The modeled gravity was interpolated from observed gravity values.
 MC0756
 MC0756;                    North         East    Units  Estimated Accuracy
 MC0756;SPC OH N     -   217,450.      499,690.      MT  (+/- 180 meters Scaled)
 MC0756
 MC0756                          SUPERSEDED SURVEY CONTROL
 MC0756
 MC0756  NGVD 29 (??/??/92)  192.673  (m)          632.13   (f) ADJ UNCH    2 0
 MC0756
 MC0756.Superseded values are not recommended for survey control.
 MC0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0756.See file dsdata.txt to determine how the superseded data were derived.
 MC0756
 MC0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG747109(NAD 83)
 MC0756_MARKER: DD = SURVEY DISK
 MC0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0756_STAMPING: 217
 MC0756_MARK LOGO: OH-095
 MC0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0756+STABILITY: SURFACE MOTION
 MC0756
 MC0756  HISTORY     - Date     Condition        Report By
 MC0756  HISTORY     - UNK      MONUMENTED       OH-095
 MC0756  HISTORY     - 1955     GOOD             CGS
 MC0756  HISTORY     - 19890227 MARK NOT FOUND   USPSQD
 MC0756
 MC0756                          STATION DESCRIPTION
 MC0756
 MC0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MC0756'0.3 MI E FROM HOLLAND.
 MC0756'0.3 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MC0756'STATION AT HOLLAND, LUCAS COUNTY, AT A DIRT-ROAD CROSSING,
 MC0756'46.2 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF THE SOUTH
 MC0756'RAIL AND THE CENTERLINE OF THE ROAD, 29 FEET WEST OF THE CENTERLINE
 MC0756'OF THE ROAD, 28.8 FEET SOUTH OF THE SOUTH RAIL, AND 4.5 FEET
 MC0756'BELOW THE TOP OF THE RAIL.  A LUCAS COUNTY STANDARD DISK,
 MC0756'STAMPED 217 AND SET IN THE TOP OF A CONCRETE POST.
 MC0756
 MC0756                          STATION RECOVERY (1989)
 MC0756
 MC0756'RECOVERY NOTE BY US POWER SQUADRON 1989 (LCR)
 MC0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1488 ***********************************************************************
 KZ1488  DESIGNATION -  218.36
 KZ1488  PID         -  KZ1488
 KZ1488  STATE/COUNTY-  OH/WYANDOT
 KZ1488  USGS QUAD   -  UPPER SANDUSKY (1971)
 KZ1488
 KZ1488                         *CURRENT SURVEY CONTROL
 KZ1488  ___________________________________________________________________
 KZ1488* NAD 83(1986)-  40 49 24.     (N)    083 18 27.     (W)     SCALED    
 KZ1488* NAVD 88     -       257.771  (meters)     845.70   (feet)  ADJUSTED  
 KZ1488  ___________________________________________________________________
 KZ1488  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 KZ1488  DYNAMIC HT  -         257.646 (meters)     845.29  (feet)  COMP
 KZ1488  MODELED GRAV-     980,135.9   (mgal)                       NAVD 88
 KZ1488
 KZ1488  VERT ORDER  -  SECOND    CLASS 0
 KZ1488
 KZ1488.The horizontal coordinates were scaled from a topographic map and have
 KZ1488.an estimated accuracy of +/- 6 seconds.
 KZ1488
 KZ1488.The orthometric height was determined by differential leveling
 KZ1488.and adjusted by the National Geodetic Survey in June 1991..
 KZ1488
 KZ1488.The geoid height was determined by GEOID03.
 KZ1488
 KZ1488.The dynamic height is computed by dividing the NAVD 88
 KZ1488.geopotential number by the normal gravity value computed on the
 KZ1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1488.degrees latitude (g = 980.6199 gals.).
 KZ1488
 KZ1488.The modeled gravity was interpolated from observed gravity values.
 KZ1488
 KZ1488;                    North         East    Units  Estimated Accuracy
 KZ1488;SPC OH N     -   128,760.      531,880.      MT  (+/- 180 meters Scaled)
 KZ1488
 KZ1488                          SUPERSEDED SURVEY CONTROL
 KZ1488
 KZ1488  NGVD 29 (??/??/92)  257.903  (m)          846.14   (f) ADJ UNCH    2 0
 KZ1488
 KZ1488.Superseded values are not recommended for survey control.
 KZ1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1488.See file dsdata.txt to determine how the superseded data were derived.
 KZ1488
 KZ1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF054217(NAD 83)
 KZ1488_MARKER: Q = CHISELED SQUARE
 KZ1488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1488_SP_SET: BRIDGE
 KZ1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1488
 KZ1488  HISTORY     - Date     Condition        Report By
 KZ1488  HISTORY     - UNK      MONUMENTED       CGS
 KZ1488  HISTORY     - 1936     GOOD             NGS
 KZ1488
 KZ1488                          STATION DESCRIPTION
 KZ1488
 KZ1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1488'0.8 MI W FROM UPPER SANDUSKY.
 KZ1488'0.8 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KZ1488'AT UPPER SANDUSKY, WYANDOT COUNTY, ON THE TOP OF THE NORTHEAST
 KZ1488'CORNER OF BRIDGE NO. 218.36, 9.8 FEET NORTH OF THE NORTH RAIL,
 KZ1488'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A 2- BY 3-INCH OUTLINED
 KZ1488'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1489 ***********************************************************************
 KZ1489  DESIGNATION -  219.52
 KZ1489  PID         -  KZ1489
 KZ1489  STATE/COUNTY-  OH/WYANDOT
 KZ1489  USGS QUAD   -  UPPER SANDUSKY (1971)
 KZ1489
 KZ1489                         *CURRENT SURVEY CONTROL
 KZ1489  ___________________________________________________________________
 KZ1489* NAD 83(1986)-  40 49 15.     (N)    083 19 48.     (W)     SCALED    
 KZ1489* NAVD 88     -       256.524  (meters)     841.61   (feet)  ADJUSTED  
 KZ1489  ___________________________________________________________________
 KZ1489  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 KZ1489  DYNAMIC HT  -         256.400 (meters)     841.21  (feet)  COMP
 KZ1489  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 KZ1489
 KZ1489  VERT ORDER  -  SECOND    CLASS 0
 KZ1489
 KZ1489.The horizontal coordinates were scaled from a topographic map and have
 KZ1489.an estimated accuracy of +/- 6 seconds.
 KZ1489
 KZ1489.The orthometric height was determined by differential leveling
 KZ1489.and adjusted by the National Geodetic Survey in June 1991..
 KZ1489
 KZ1489.The geoid height was determined by GEOID03.
 KZ1489
 KZ1489.The dynamic height is computed by dividing the NAVD 88
 KZ1489.geopotential number by the normal gravity value computed on the
 KZ1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1489.degrees latitude (g = 980.6199 gals.).
 KZ1489
 KZ1489.The modeled gravity was interpolated from observed gravity values.
 KZ1489
 KZ1489;                    North         East    Units  Estimated Accuracy
 KZ1489;SPC OH N     -   128,500.      529,980.      MT  (+/- 180 meters Scaled)
 KZ1489
 KZ1489                          SUPERSEDED SURVEY CONTROL
 KZ1489
 KZ1489  NGVD 29 (??/??/92)  256.655  (m)          842.04   (f) ADJ UNCH    2 0
 KZ1489
 KZ1489.Superseded values are not recommended for survey control.
 KZ1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1489.See file dsdata.txt to determine how the superseded data were derived.
 KZ1489
 KZ1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF035214(NAD 83)
 KZ1489_MARKER: Q = CHISELED SQUARE
 KZ1489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1489_SP_SET: ABUTMENT
 KZ1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1489
 KZ1489  HISTORY     - Date     Condition        Report By
 KZ1489  HISTORY     - UNK      MONUMENTED       CGS
 KZ1489  HISTORY     - 1936     GOOD             NGS
 KZ1489
 KZ1489                          STATION DESCRIPTION
 KZ1489
 KZ1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1489'1.9 MI W FROM UPPER SANDUSKY.
 KZ1489'1.9 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KZ1489'AT UPPER SANDUSKY, WYANDOT COUNTY, AT CONCRETE BRIDGE NO. 219.52,
 KZ1489'ON THE TOP OF THE NORTHWEST CORNER OF THE EAST ABUTMENT, 13.3
 KZ1489'FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE
 KZ1489'TRACK.  A 2- BY 3-INCH OUTLINE SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6790 ***********************************************************************
 AI6790  DESIGNATION -  21A
 AI6790  PID         -  AI6790
 AI6790  STATE/COUNTY-  OH/CLINTON
 AI6790  USGS QUAD   -  WILMINGTON (1979)
 AI6790
 AI6790                         *CURRENT SURVEY CONTROL
 AI6790  ___________________________________________________________________
 AI6790* NAD 83(1995)-  39 27 03.31977(N)    083 46 54.47083(W)     ADJUSTED  
 AI6790* NAVD 88     -       323.5    (meters)    1061.     (feet)  GPS OBS   
 AI6790  ___________________________________________________________________
 AI6790  X           -     534,199.070 (meters)                     COMP
 AI6790  Y           -  -4,902,878.184 (meters)                     COMP
 AI6790  Z           -   4,031,282.307 (meters)                     COMP
 AI6790  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 AI6790  ELLIP HEIGHT-         290.73  (meters)          (10/07/05) GPS OBS
 AI6790  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 AI6790
 AI6790  HORZ ORDER  -  FIRST
 AI6790  ELLP ORDER  -  THIRD     CLASS II
 AI6790
 AI6790.The horizontal coordinates were established by GPS observations
 AI6790.and adjusted by the National Geodetic Survey in August 2000..
 AI6790
 AI6790.The orthometric height was determined by GPS observations and a
 AI6790.high-resolution geoid model.
 AI6790
 AI6790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6790
 AI6790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6790
 AI6790.The ellipsoidal height was determined by GPS observations
 AI6790.and is referenced to NAD 83.
 AI6790
 AI6790.The geoid height was determined by GEOID03.
 AI6790
 AI6790;                    North         East     Units Scale Factor Converg.
 AI6790;SPC OH S     -   161,854.756   489,681.423   MT  0.99993658   -0 48 48.0
 AI6790;UTM  17      - 4,370,511.668   260,637.380   MT  1.00030548   -1 46 06.4
 AI6790
 AI6790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6790!SPC OH S     -   0.99995439  x   0.99993658  =   0.99989097
 AI6790!UTM  17      -   0.99995439  x   1.00030548  =   1.00025986
 AI6790
 AI6790|---------------------------------------------------------------------|
 AI6790| PID    Reference Object                     Distance      Geod. Az  |
 AI6790|                                                           dddmmss.s |
 AI6790| AI6760 21                                  331.677 METERS 31823     |
 AI6790|---------------------------------------------------------------------|
 AI6790
 AI6790                          SUPERSEDED SURVEY CONTROL
 AI6790
 AI6790  ELLIP H (08/02/00)  290.78   (m)                       GP(       ) 3 2
 AI6790
 AI6790.Superseded values are not recommended for survey control.
 AI6790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6790.See file dsdata.txt to determine how the superseded data were derived.
 AI6790
 AI6790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6063770512(NAD 83)
 AI6790_MARKER: DD = SURVEY DISK
 AI6790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6790_STAMPING: GPS 21A 2000
 AI6790_MARK LOGO: OH-027
 AI6790_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6790+STABILITY: SURFACE MOTION
 AI6790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6790+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6790
 AI6790  HISTORY     - Date     Condition        Report By
 AI6790  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6790
 AI6790                          STATION DESCRIPTION
 AI6790
 AI6790'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6790'THE STATION IS APPROXIMATELY 8.25 MI (13.28 KM) SOUTHWEST OF SABINA,
 AI6790'7.0 MI (11.3 KM) SOUTH OF PORT WILLIAM, AND 2.25 MI (3.62 KM) EAST OF
 AI6790'THE CENTER OF WILMINGTON.  THE STATION IS APPROXIMATELY 0.2 MI (0.3
 AI6790'KM) SOUTHEAST OF THE INTERSECTION WHERE STATE ROUTE 73 BRANCHES OFF TO
 AI6790'THE SOUTHEAST FROM SR 73/SR 3/ US 22.
 AI6790'TO REACH THE STATION FROM THE INTERSECTION OF US 68 AND SR 73/SR 3/US
 AI6790'22, PROCEED EAST ALONG SR 73/SR 3/US 22 APPROXIMATLEY 2.25 MI (3.62
 AI6790'KM) TO THE INTERSECTION WHERE SR 73 BRANCHES TO THE SOUTHEAST FROM SR
 AI6790'73/SR 3/ US 22.  TURN RIGHT AND PROCEED SOUTH ALONG SR 73
 AI6790'APPROXIMATELY 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT ACROSS THE
 AI6790'STREET FROM THE ENTRANCE TO THE BUSH RV CENTER.
 AI6790'THE STATION IS LOCATED APPROXIMATELY 163.9 FT (50.0 M) SOUTHEAST OF A
 AI6790'FIRE HYDRANT, 31.8 FT (9.7 M) SOUTHWEST OF THE CENTERLINE OF SR 73,
 AI6790'17.5 FT (5.3 M) SOUTHWEST OF THE EDGE OF PAVEMENT OF SR 73, AND 0.6 FT
 AI6790'(18.3 CM) FROM A WITNESS POST.  THE STATION IS A STANDARD CLINTON
 AI6790'COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS
 AI6790'21A 2000--RECESSED 0.2 FT (6.1 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1686 ***********************************************************************
 KY1686  DESIGNATION -  22
 KY1686  PID         -  KY1686
 KY1686  STATE/COUNTY-  OH/STARK
 KY1686  USGS QUAD   -  NAVARRE (1994)
 KY1686
 KY1686                         *CURRENT SURVEY CONTROL
 KY1686  ___________________________________________________________________
 KY1686* NAD 83(1986)-  40 40 58.     (N)    081 34 57.     (W)     SCALED    
 KY1686* NAVD 88     -       296.905  (meters)     974.10   (feet)  ADJUSTED  
 KY1686  ___________________________________________________________________
 KY1686  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KY1686  DYNAMIC HT  -         296.765 (meters)     973.64  (feet)  COMP
 KY1686  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 KY1686
 KY1686  VERT ORDER  -  FIRST     CLASS II
 KY1686
 KY1686.The horizontal coordinates were scaled from a topographic map and have
 KY1686.an estimated accuracy of +/- 6 seconds.
 KY1686
 KY1686.The orthometric height was determined by differential leveling
 KY1686.and adjusted by the National Geodetic Survey in June 1991..
 KY1686
 KY1686.The geoid height was determined by GEOID03.
 KY1686
 KY1686.The dynamic height is computed by dividing the NAVD 88
 KY1686.geopotential number by the normal gravity value computed on the
 KY1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1686.degrees latitude (g = 980.6199 gals.).
 KY1686
 KY1686.The modeled gravity was interpolated from observed gravity values.
 KY1686
 KY1686;                    North         East    Units  Estimated Accuracy
 KY1686;SPC OH N     -   113,240.      677,560.      MT  (+/- 180 meters Scaled)
 KY1686
 KY1686                          SUPERSEDED SURVEY CONTROL
 KY1686
 KY1686  NGVD 29 (??/??/92)  297.117  (m)          974.79   (f) ADJ UNCH    1 2
 KY1686
 KY1686.Superseded values are not recommended for survey control.
 KY1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1686.See file dsdata.txt to determine how the superseded data were derived.
 KY1686
 KY1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF507037(NAD 83)
 KY1686_MARKER: B = BOLT
 KY1686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1686_SP_SET: BRIDGE
 KY1686_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1686
 KY1686  HISTORY     - Date     Condition        Report By
 KY1686  HISTORY     - 1959     MONUMENTED       BORR
 KY1686  HISTORY     - 1959     GOOD             NGS
 KY1686  HISTORY     - 19930407 GOOD             OHDT
 KY1686
 KY1686                          STATION DESCRIPTION
 KY1686
 KY1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1686'1.5 MI S FROM JUSTUS.
 KY1686'ABOUT 1.5 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1686'THE CROSSING OF U.S. HIGHWAY 62 AT JUSTUS, 0.35 MILE SOUTH OF THE
 KY1686'CROSSING OF SUGAR CREEK TWP ROAD 303 AND THE CROSSING OF THE
 KY1686'BALTIMORE AND OHIO RAILROAD AND THE NEW YORK, CHICAGO AND ST.
 KY1686'LOUIS RAILROAD, 13 1/2 FEET WEST OF THE WEST RAIL OF B. AND O.
 KY1686'RR., ACROSS THE TRACK FROM AND BETWEEN MILEAGE POLES 86+6 AND 86+7,
 KY1686'47 1/2 FEET EAST OF THE EAST RAIL OF THE WHEELING AND LAKE ERIE
 KY1686'RAILWAY AND CENTER OF TRESTLE NO. 76+28, IN TOP OF THE NORTHWEST
 KY1686'CORNER OF WEST STONE MASONRY HEAD WALL OF AN ARCHED 8-FOOT STONE
 KY1686'MASONRY BRIDGE OVER A CREEK, AND ABOUT 8 FEET BELOW THE LEVEL OF
 KY1686'THE TRACK.
 KY1686
 KY1686                          STATION RECOVERY (1993)
 KY1686
 KY1686'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY1686'------REPORT BY ODOT------YEAR 1993---------CONDITION - GOOD------
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2451 ***********************************************************************
 AB2451  DESIGNATION -  22
 AB2451  PID         -  AB2451
 AB2451  STATE/COUNTY-  OH/ATHENS
 AB2451  USGS QUAD   -  STEWART (1994)
 AB2451
 AB2451                         *CURRENT SURVEY CONTROL
 AB2451  ___________________________________________________________________
 AB2451* NAD 83(1995)-  39 21 54.51862(N)    081 52 46.68454(W)     ADJUSTED  
 AB2451* NAVD 88     -       191.7    (meters)     629.     (feet)  GPS OBS   
 AB2451  ___________________________________________________________________
 AB2451  X           -     697,484.950 (meters)                     COMP
 AB2451  Y           -  -4,888,328.303 (meters)                     COMP
 AB2451  Z           -   4,023,839.222 (meters)                     COMP
 AB2451  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AB2451  ELLIP HEIGHT-         157.39  (meters)          (10/07/05) GPS OBS
 AB2451  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AB2451
 AB2451  HORZ ORDER  -  FIRST
 AB2451  ELLP ORDER  -  FOURTH    CLASS I
 AB2451
 AB2451.The horizontal coordinates were established by GPS observations
 AB2451.and adjusted by the National Geodetic Survey in April 1998..
 AB2451
 AB2451.The orthometric height was determined by GPS observations and a
 AB2451.high-resolution geoid model.
 AB2451
 AB2451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2451
 AB2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2451
 AB2451.The ellipsoidal height was determined by GPS observations
 AB2451.and is referenced to NAD 83.
 AB2451
 AB2451.The geoid height was determined by GEOID03.
 AB2451
 AB2451;                    North         East     Units Scale Factor Converg.
 AB2451;SPC OH S     -   151,732.626   653,458.873   MT  0.99993596   +0 23 37.1
 AB2451;UTM  17      - 4,357,667.238   424,223.354   MT  0.99967070   -0 33 28.6
 AB2451
 AB2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2451!SPC OH S     -   0.99997531  x   0.99993596  =   0.99991127
 AB2451!UTM  17      -   0.99997531  x   0.99967070  =   0.99964602
 AB2451
 AB2451                          SUPERSEDED SURVEY CONTROL
 AB2451
 AB2451  ELLIP H (04/01/98)  157.41   (m)                       GP(       ) 4 1
 AB2451  NAD 83(1986)-  39 21 54.51947(N)    081 52 46.69210(W) AD(       ) 1
 AB2451
 AB2451.Superseded values are not recommended for survey control.
 AB2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2451.See file dsdata.txt to determine how the superseded data were derived.
 AB2451
 AB2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2422357667(NAD 83)
 AB2451_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2451_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2451_STAMPING: 22 1995
 AB2451_MARK LOGO: ATHCE 
 AB2451_PROJECTION: FLUSH
 AB2451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2451+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2451_ROD/PIPE-DEPTH: 1    meters
 AB2451
 AB2451  HISTORY     - Date     Condition        Report By
 AB2451  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2451
 AB2451                          STATION DESCRIPTION
 AB2451
 AB2451'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2451'IN ATHENS COUNTY, OHIO, BERN TOWNSHIP, STATION IS LOCATED IN SE R/W OF
 AB2451'S.R.  329, ABOUT 75 FT.NE OF INTERSECTION WITH C.R.  38.  SET ABOUT 8
 AB2451'FT.SE OF SE EOP OF S.R.  329 AND APPROXIMATELY 70 FT.SE OF A TELEPHONE
 AB2451'POLE IN THE NORTH R/W INTERSECTION.  STATION IS FLUSH WITH THE GROUND.
 AB2451'A STATION SKETCH IS AVAILABLE THROUGH THE ATHENS CO. ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6761 ***********************************************************************
 AI6761  DESIGNATION -  22
 AI6761  PID         -  AI6761
 AI6761  STATE/COUNTY-  OH/CLINTON
 AI6761  USGS QUAD   -  SABINA (1974)
 AI6761
 AI6761                         *CURRENT SURVEY CONTROL
 AI6761  ___________________________________________________________________
 AI6761* NAD 83(1995)-  39 28 11.03369(N)    083 44 43.35623(W)     ADJUSTED  
 AI6761* NAVD 88     -       321.5    (meters)    1055.     (feet)  GPS OBS   
 AI6761  ___________________________________________________________________
 AI6761  X           -     537,170.772 (meters)                     COMP
 AI6761  Y           -  -4,901,216.813 (meters)                     COMP
 AI6761  Z           -   4,032,893.490 (meters)                     COMP
 AI6761  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 AI6761  ELLIP HEIGHT-         288.85  (meters)          (10/07/05) GPS OBS
 AI6761  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 AI6761
 AI6761  HORZ ORDER  -  FIRST
 AI6761  ELLP ORDER  -  THIRD     CLASS II
 AI6761
 AI6761.The horizontal coordinates were established by GPS observations
 AI6761.and adjusted by the National Geodetic Survey in August 2000..
 AI6761
 AI6761.The orthometric height was determined by GPS observations and a
 AI6761.high-resolution geoid model.
 AI6761
 AI6761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6761
 AI6761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6761
 AI6761.The ellipsoidal height was determined by GPS observations
 AI6761.and is referenced to NAD 83.
 AI6761
 AI6761.The geoid height was determined by GEOID03.
 AI6761
 AI6761;                    North         East     Units Scale Factor Converg.
 AI6761;SPC OH S     -   163,898.864   492,844.589   MT  0.99993701   -0 47 24.8
 AI6761;UTM  17      - 4,372,503.463   263,835.340   MT  1.00028675   -1 44 45.5
 AI6761
 AI6761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6761!SPC OH S     -   0.99995469  x   0.99993701  =   0.99989170
 AI6761!UTM  17      -   0.99995469  x   1.00028675  =   1.00024142
 AI6761
 AI6761|---------------------------------------------------------------------|
 AI6761| PID    Reference Object                     Distance      Geod. Az  |
 AI6761|                                                           dddmmss.s |
 AI6761| AI6791 22A                                 334.215 METERS 22706     |
 AI6761|---------------------------------------------------------------------|
 AI6761
 AI6761                          SUPERSEDED SURVEY CONTROL
 AI6761
 AI6761  ELLIP H (08/02/00)  288.89   (m)                       GP(       ) 3 2
 AI6761
 AI6761.Superseded values are not recommended for survey control.
 AI6761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6761.See file dsdata.txt to determine how the superseded data were derived.
 AI6761
 AI6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6383572503(NAD 83)
 AI6761_MARKER: DD = SURVEY DISK
 AI6761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6761_STAMPING: GPS 22 2000
 AI6761_MARK LOGO: OH-027
 AI6761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6761+STABILITY: SURFACE MOTION
 AI6761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6761+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6761
 AI6761  HISTORY     - Date     Condition        Report By
 AI6761  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6761
 AI6761                          STATION DESCRIPTION
 AI6761
 AI6761'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6761'THE STATION IS APPROXIMATELY 6.0 MI (9.7 KM) SOUTHEAST OF PORT
 AI6761'WILLIAM, 5.75 MI (9.25 KM) WEST-SOUTHWEST OF SABINA, AND 4.8 MI (7.7
 AI6761'KM) NORTHEAST OF WILMINGTON.  THE STATION IS ON THE NORTHWEST SIDE OF
 AI6761'STONE ROAD AT THE EDGE OF A CULTIVAED FIELD APPROXIMATELY 1.0 MI (1.6
 AI6761'KM) NORTHEAST OF THE INTERSECTION OF US ROUTE 22/STATE ROUTE 3 AND
 AI6761'STONE ROAD.
 AI6761'TO REACH THE STATI0N FROM THE SR 73 SPLIT TO THE SOUTHEAST FROM US
 AI6761'22/SR 3/SR73, PROCEED NORTHEAST ALONG US 22/SR 3 APPROXIMATELY 1.4 MI
 AI6761'(2.3 KM) TO STONE ROAD ON THE LEFT.  TURN LEFT AND PROCEED NORTHEAST
 AI6761'ALONG STONE ROAD APPROXIMATELY 1.0 MI (1.6 KM) TO THE STATION ON THE
 AI6761'LEFT.
 AI6761'THE STATION IS APPROXIMATELY 144.0 FT (43.9 M) NORTHEAST OF A POWER
 AI6761'POLE, 136.5 FT (41.6 M) SOUTHWEST OF A POWER POLE, AND 14.0 FT (4.3 M)
 AI6761'NORTHWEST OF THE EDGE OF PAVEMENT OF STONE ROAD.  THE STATION IS A
 AI6761'STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6761'AND STAMPED--GPS 22 2000--RECESSED 0.2 FT (6.1 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3212 ***********************************************************************
 MB3212  DESIGNATION -  22 1 3
 MB3212  PID         -  MB3212
 MB3212  STATE/COUNTY-  OH/CUYAHOGA
 MB3212  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB3212
 MB3212                         *CURRENT SURVEY CONTROL
 MB3212  ___________________________________________________________________
 MB3212* NAD 83(1995)-  41 26 06.16765(N)    081 33 53.70584(W)     ADJUSTED  
 MB3212* NAVD 88     -       288.8    (meters)     948.     (feet)  VERTCON   
 MB3212  ___________________________________________________________________
 MB3212  X           -     702,484.385 (meters)                     COMP
 MB3212  Y           -  -4,737,142.589 (meters)                     COMP
 MB3212  Z           -   4,198,935.196 (meters)                     COMP
 MB3212  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 MB3212  ELLIP HEIGHT-         254.70  (meters)          (10/07/05) GPS OBS
 MB3212  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 MB3212
 MB3212  HORZ ORDER  -  FIRST
 MB3212  ELLP ORDER  -  FOURTH    CLASS I
 MB3212
 MB3212.The horizontal coordinates were established by GPS observations
 MB3212.and adjusted by the National Geodetic Survey in April 1998..
 MB3212
 MB3212.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3212
 MB3212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3212
 MB3212.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3212
 MB3212.The ellipsoidal height was determined by GPS observations
 MB3212.and is referenced to NAD 83.
 MB3212
 MB3212.The geoid height was determined by GEOID03.
 MB3212
 MB3212;                    North         East     Units Scale Factor Converg.
 MB3212;SPC OH N     -   196,792.826   678,149.052   MT  0.99995965   +0 36 51.5
 MB3212;UTM  17      - 4,587,207.167   452,803.177   MT  0.99962741   -0 22 25.9
 MB3212
 MB3212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3212!SPC OH N     -   0.99996005  x   0.99995965  =   0.99991970
 MB3212!UTM  17      -   0.99996005  x   0.99962741  =   0.99958748
 MB3212
 MB3212                          SUPERSEDED SURVEY CONTROL
 MB3212
 MB3212  ELLIP H (04/01/98)  254.74   (m)                       GP(       ) 4 1
 MB3212  NAD 83(1995)-  41 26 06.17597(N)    081 33 53.70604(W) AD(       ) 1
 MB3212  NAD 83(1986)-  41 26 06.17802(N)    081 33 53.70687(W) AD(       ) 1
 MB3212  NGVD 29 (11/06/91)  289.0    (m)          948.     (f) GPS OBS        
 MB3212
 MB3212.Superseded values are not recommended for survey control.
 MB3212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3212.See file dsdata.txt to determine how the superseded data were derived.
 MB3212
 MB3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5280387207(NAD 83)
 MB3212_MARKER: I = METAL ROD
 MB3212_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3212_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3212_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3212+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1990
 MB3212
 MB3212  HISTORY     - Date     Condition        Report By
 MB3212  HISTORY     - UNK      MONUMENTED
 MB3212  HISTORY     - 19900327 GOOD             AEROS
 MB3212
 MB3212                          STATION DESCRIPTION
 MB3212
 MB3212'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3212'STATION IS LOCATED IN THE CITY OF CLEVELAND, ABOUT 1.05 KM (0.65 MI)
 MB3212'NORTH OF INTERSTATE 480, 0.56 KM (0.35 MI) SOUTH OF STATE ROUTE
 MB3212'43/MILES AVE., AT THE INTERSECTION OF LEE ROAD AND SEVILLE ROAD.
 MB3212'TO REACH FROM THE INTERSECTION OF INTERSTATE 480 AND LEE ROAD, GO
 MB3212'NORTH FOR 0.56 KM (0.35 MI) ON LEE ROAD TO ITS INTERSECTION WITH
 MB3212'SEVILLE ROAD AND THE STATION.
 MB3212'STATION IS A 2.5 CM DIAMETER IRON ROD RECESSED 24.5 CM BELOW THE ROAD
 MB3212'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3212'CENTERLINE--CENTERLINE OF THE INTERSECTION, 7.68 M (25.2 FT) SOUTH OF
 MB3212'POLE.814426, 9.75 M (32.0 FT) NORTH OF STEEL SIGNAL POLE, 11.27 M
 MB3212'(37.0 FT) OF MANHOLE IN THE SIDEWALK ON NORTH SIDE OF SEVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3213 ***********************************************************************
 MB3213  DESIGNATION -  22 M 1
 MB3213  PID         -  MB3213
 MB3213  STATE/COUNTY-  OH/CUYAHOGA
 MB3213  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB3213
 MB3213                         *CURRENT SURVEY CONTROL
 MB3213  ___________________________________________________________________
 MB3213* NAD 83(1995)-  41 27 52.40306(N)    081 32 10.30431(W)     ADJUSTED  
 MB3213* NAVD 88     -       319.3    (meters)    1048.     (feet)  VERTCON   
 MB3213  ___________________________________________________________________
 MB3213  X           -     704,543.075 (meters)                     COMP
 MB3213  Y           -  -4,734,666.431 (meters)                     COMP
 MB3213  Z           -   4,201,412.043 (meters)                     COMP
 MB3213  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 MB3213  ELLIP HEIGHT-         285.19  (meters)          (10/07/05) GPS OBS
 MB3213  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 MB3213
 MB3213  HORZ ORDER  -  FIRST
 MB3213  ELLP ORDER  -  FOURTH    CLASS I
 MB3213
 MB3213.The horizontal coordinates were established by GPS observations
 MB3213.and adjusted by the National Geodetic Survey in April 1998..
 MB3213
 MB3213.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3213
 MB3213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3213
 MB3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3213
 MB3213.The ellipsoidal height was determined by GPS observations
 MB3213.and is referenced to NAD 83.
 MB3213
 MB3213.The geoid height was determined by GEOID03.
 MB3213
 MB3213;                    North         East     Units Scale Factor Converg.
 MB3213;SPC OH N     -   200,096.071   680,513.222   MT  0.99996308   +0 37 59.4
 MB3213;UTM  17      - 4,590,468.053   455,223.153   MT  0.99962467   -0 21 18.2
 MB3213
 MB3213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3213!SPC OH N     -   0.99995527  x   0.99996308  =   0.99991835
 MB3213!UTM  17      -   0.99995527  x   0.99962467  =   0.99957996
 MB3213
 MB3213                          SUPERSEDED SURVEY CONTROL
 MB3213
 MB3213  ELLIP H (04/01/98)  285.22   (m)                       GP(       ) 4 1
 MB3213  NAD 83(1995)-  41 27 52.41222(N)    081 32 10.30433(W) AD(       ) 1
 MB3213  NAD 83(1986)-  41 27 52.41359(N)    081 32 10.30501(W) AD(       ) 1
 MB3213  NGVD 29 (11/06/91)  319.5    (m)         1048.     (f) GPS OBS        
 MB3213
 MB3213.Superseded values are not recommended for survey control.
 MB3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3213.See file dsdata.txt to determine how the superseded data were derived.
 MB3213
 MB3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5522390468(NAD 83)
 MB3213_MARKER: I = METAL ROD
 MB3213_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3213_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3213_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3213+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 MB3213
 MB3213  HISTORY     - Date     Condition        Report By
 MB3213  HISTORY     - UNK      MONUMENTED
 MB3213  HISTORY     - 19900326 GOOD             AEROS
 MB3213  HISTORY     - 20040524 POOR             USPSQD
 MB3213  HISTORY     - 20050918 GOOD             GEOCAC
 MB3213
 MB3213                          STATION DESCRIPTION
 MB3213
 MB3213'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3213'STATION IS LOCATED IN THE CITY OF SHAKER HEIGHTS, AT THE INTERSECTION
 MB3213'OF KINSMAN ROAD AND WARRENSVILLE CENTER ROAD.
 MB3213'TO REACH FROM THE INTERSECTION OF INTERSTATE 271 AND CHAGRIN ROAD, GO
 MB3213'EAST FOR 4.0 KM (2.50 MI) ON CHAGRIN ROAD TO ITS INTERSECTION WITH
 MB3213'WARRENSVILLE CENTER ROAD AND THE STATION.
 MB3213'STATION IS A 3 CM DIAMETER IRON ROD RECESSED 39 CM BELOW THE ROAD
 MB3213'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3213'CENTERLINE--CENTERLINE OF THE INTERSECTION, 5.95 M (19.5 FT) NORTHEAST
 MB3213'OF THE OM MONUMENT AT THE NORTHEAST CORNER OF THE INTERSECTION.
 MB3213
 MB3213                          STATION RECOVERY (2004)
 MB3213
 MB3213'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 MB3213'RECOVERED AS DESCRIBED, BUT WITH THE COVER TO THE MONUMENT BOX
 MB3213'MISSING. USPSQD JRD
 MB3213
 MB3213                          STATION RECOVERY (2005)
 MB3213
 MB3213'RECOVERY NOTE BY GEOCACHING 2005 (BGA)
 MB3213'COMMENTS POSTED AT MB3213 -
 MB3213'HTTP*COLON*//WWW.GEOCACHING.COM/MARK/DETAILS.ASPX*QUESTION
 MB3213'MARK*PID=MB3213
 MB3213' 
 MB3213'I THINK I FOUND THIS, BUT I COULD STAND IN THE MIDDLE OF THE STREET
 MB3213'LONG ENOUGH TO CHECK.
 MB3213'IF I DID FIND IT, THIS IS HOW I WOULD DESCRIBE IT,
 MB3213' 
 MB3213'* STATION IS LOCATED IN THE CITY OF SHAKER HEIGHTS, AT THE
 MB3213'INTERSECTION OF CHAGRIN ROAD AND WARRENSVILLE CENTER ROAD.
 MB3213' 
 MB3213' 
 MB3213'*TO REACH FROM THE INTERSECTION OF INTERSTATE 271 AND CHAGRIN ROAD -
 MB3213'GO ***WEST*** FOR 4.0 KM (2.50 MI) ON CHAGRIN ROAD TO ITS INTERSECTION
 MB3213'WITH WARRENSVILLE CENTER ROAD AND THE STATION.
 MB3213' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3214 ***********************************************************************
 MB3214  DESIGNATION -  22 T OM 203
 MB3214  PID         -  MB3214
 MB3214  STATE/COUNTY-  OH/CUYAHOGA
 MB3214  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB3214
 MB3214                         *CURRENT SURVEY CONTROL
 MB3214  ___________________________________________________________________
 MB3214* NAD 83(1995)-  41 29 10.88911(N)    081 31 00.74063(W)     ADJUSTED  
 MB3214* NAVD 88     -       339.3    (meters)    1113.     (feet)  VERTCON   
 MB3214  ___________________________________________________________________
 MB3214  X           -     705,905.448 (meters)                     COMP
 MB3214  Y           -  -4,732,857.156 (meters)                     COMP
 MB3214  Z           -   4,203,239.533 (meters)                     COMP
 MB3214  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 MB3214  ELLIP HEIGHT-         305.16  (meters)          (10/07/05) GPS OBS
 MB3214  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 MB3214
 MB3214  HORZ ORDER  -  FIRST
 MB3214  ELLP ORDER  -  FOURTH    CLASS I
 MB3214
 MB3214.The horizontal coordinates were established by GPS observations
 MB3214.and adjusted by the National Geodetic Survey in April 1998..
 MB3214
 MB3214.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3214
 MB3214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3214
 MB3214.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3214
 MB3214.The ellipsoidal height was determined by GPS observations
 MB3214.and is referenced to NAD 83.
 MB3214
 MB3214.The geoid height was determined by GEOID03.
 MB3214
 MB3214;                    North         East     Units Scale Factor Converg.
 MB3214;SPC OH N     -   202,535.211   682,100.065   MT  0.99996579   +0 38 45.1
 MB3214;UTM  17      - 4,592,878.640   456,851.273   MT  0.99962291   -0 20 32.7
 MB3214
 MB3214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3214!SPC OH N     -   0.99995214  x   0.99996579  =   0.99991793
 MB3214!UTM  17      -   0.99995214  x   0.99962291  =   0.99957507
 MB3214
 MB3214                          SUPERSEDED SURVEY CONTROL
 MB3214
 MB3214  ELLIP H (04/01/98)  305.19   (m)                       GP(       ) 4 1
 MB3214  NAD 83(1995)-  41 29 10.89857(N)    081 31 00.74054(W) AD(       ) 1
 MB3214  NAD 83(1986)-  41 29 10.89964(N)    081 31 00.74110(W) AD(       ) 1
 MB3214  NGVD 29 (11/06/91)  339.5    (m)         1114.     (f) GPS OBS        
 MB3214
 MB3214.Superseded values are not recommended for survey control.
 MB3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3214.See file dsdata.txt to determine how the superseded data were derived.
 MB3214
 MB3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5685192879(NAD 83)
 MB3214_MARKER: DD = SURVEY DISK
 MB3214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3214_SP_SET: CONCRETE POST
 MB3214_STAMPING: OM 203
 MB3214_MARK LOGO: CRGS  
 MB3214_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3214+STABILITY: SURFACE MOTION
 MB3214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3214+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 MB3214
 MB3214  HISTORY     - Date     Condition        Report By
 MB3214  HISTORY     - UNK      MONUMENTED
 MB3214  HISTORY     - 19900326 GOOD             AEROS
 MB3214  HISTORY     - 20040524 GOOD             USPSQD
 MB3214
 MB3214                          STATION DESCRIPTION
 MB3214
 MB3214'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3214'STATION IS LOCATED 0.93 KM (0.60 MI) WEST OF INTERSTATE 271, 0.40 KM
 MB3214'(0.25 MI) NORTHWEST OF LAUREL SCHOOL, IN UNIVERSITY HEIGHTS, AT THE
 MB3214'INTERSECTION OF FAIRMOUNT BLVD. AND GREEN ROAD.
 MB3214'TO REACH FROM THE JUNCTION OF INTERSTATE 271 AND CEDAR ROAD, GO WEST
 MB3214'FOR 1.29 KM (0.80 MI) ON CEDAR ROAD TO RICHMOND ROAD.  TURN LEFT AND
 MB3214'GO SOUTH FOR 1.6 KM (1.00 MI) ON RICHMOND ROAD TO FAIRMOUNT BLVD. TURN
 MB3214'RIGHT AND GO WEST FOR 1.6 KM (1.00 MI) ON FAIRMOUNT BLVD. TO ITS
 MB3214'INTERSECTION WITH GREEN ROAD AND THE STATION.
 MB3214'STATION IS A SURVEY DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MB3214'RECESSED 4.5 CM BELOW THE GROUND ENCASED IN A ROUND IRON MONUMENT BOX.
 MB3214'LOCATED IN THE MEDIAN STRIP OF FAIRMOUNT BLVD., 14.0 M (45.9 FT) EAST
 MB3214'OF THE CENTERLINE OF GREEN ROAD, 5.46 M (17.9 FT) SOUTHWEST OF A SEWER
 MB3214'MANHOLE, 1.55 M (5.1 FT) NORTHWEST OF A IRON TRAFFIC LIGHT POLE, 0.45
 MB3214'M (1.5 FT) EAST OF THE EAST CURB OF THE MEDIAN STRIP.
 MB3214
 MB3214                          STATION RECOVERY (2004)
 MB3214
 MB3214'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 MB3214'RECOVERED IN GOOD CONDITION AS DESCRIBED, BUT WITH A DAMAGED COVER TO
 MB3214'THE MONUMENT BOX. USPSQD JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1490 ***********************************************************************
 KZ1490  DESIGNATION -  220.33
 KZ1490  PID         -  KZ1490
 KZ1490  STATE/COUNTY-  OH/WYANDOT
 KZ1490  USGS QUAD   -  UPPER SANDUSKY (1971)
 KZ1490
 KZ1490                         *CURRENT SURVEY CONTROL
 KZ1490  ___________________________________________________________________
 KZ1490* NAD 83(1986)-  40 49 10.     (N)    083 20 40.     (W)     SCALED    
 KZ1490* NAVD 88     -       256.302  (meters)     840.88   (feet)  ADJUSTED  
 KZ1490  ___________________________________________________________________
 KZ1490  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 KZ1490  DYNAMIC HT  -         256.179 (meters)     840.48  (feet)  COMP
 KZ1490  MODELED GRAV-     980,135.4   (mgal)                       NAVD 88
 KZ1490
 KZ1490  VERT ORDER  -  SECOND    CLASS 0
 KZ1490
 KZ1490.The horizontal coordinates were scaled from a topographic map and have
 KZ1490.an estimated accuracy of +/- 6 seconds.
 KZ1490
 KZ1490.The orthometric height was determined by differential leveling
 KZ1490.and adjusted by the National Geodetic Survey in June 1991..
 KZ1490
 KZ1490.The geoid height was determined by GEOID03.
 KZ1490
 KZ1490.The dynamic height is computed by dividing the NAVD 88
 KZ1490.geopotential number by the normal gravity value computed on the
 KZ1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1490.degrees latitude (g = 980.6199 gals.).
 KZ1490
 KZ1490.The modeled gravity was interpolated from observed gravity values.
 KZ1490
 KZ1490;                    North         East    Units  Estimated Accuracy
 KZ1490;SPC OH N     -   128,360.      528,760.      MT  (+/- 180 meters Scaled)
 KZ1490
 KZ1490                          SUPERSEDED SURVEY CONTROL
 KZ1490
 KZ1490  NGVD 29 (??/??/92)  256.433  (m)          841.31   (f) ADJ UNCH    2 0
 KZ1490
 KZ1490.Superseded values are not recommended for survey control.
 KZ1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1490.See file dsdata.txt to determine how the superseded data were derived.
 KZ1490
 KZ1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF022213(NAD 83)
 KZ1490_MARKER: Q = CHISELED SQUARE
 KZ1490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1490_SP_SET: ABUTMENT
 KZ1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1490
 KZ1490  HISTORY     - Date     Condition        Report By
 KZ1490  HISTORY     - UNK      MONUMENTED       CGS
 KZ1490  HISTORY     - 1936     GOOD             NGS
 KZ1490
 KZ1490                          STATION DESCRIPTION
 KZ1490
 KZ1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1490'2.7 MI W FROM UPPER SANDUSKY.
 KZ1490'2.7 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KZ1490'AT UPPER SANDUSKY, WYANDOT COUNTY, AT CONCRETE BRIDGE NO. 220.33,
 KZ1490'ON THE TOP OF THE NORTHWEST CORNER OF THE EAST ABUTMENT, 12.2
 KZ1490'FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET LOWER THAN THE
 KZ1490'TRACK.  A 2- BY 3-INCH OUTLINE SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0224 ***********************************************************************
 JZ0224  DESIGNATION -  222
 JZ0224  PID         -  JZ0224
 JZ0224  STATE/COUNTY-  OH/MONTGOMERY
 JZ0224  USGS QUAD   -  TROTWOOD (1992)
 JZ0224
 JZ0224                         *CURRENT SURVEY CONTROL
 JZ0224  ___________________________________________________________________
 JZ0224* NAD 83(1986)-  39 47 23.     (N)    084 19 49.     (W)     SCALED    
 JZ0224* NAVD 88     -       269.544  (meters)     884.33   (feet)  ADJUSTED  
 JZ0224  ___________________________________________________________________
 JZ0224  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JZ0224  DYNAMIC HT  -         269.396 (meters)     883.84  (feet)  COMP
 JZ0224  MODELED GRAV-     980,069.6   (mgal)                       NAVD 88
 JZ0224
 JZ0224  VERT ORDER  -  SECOND    CLASS 0
 JZ0224
 JZ0224.The horizontal coordinates were scaled from a topographic map and have
 JZ0224.an estimated accuracy of +/- 6 seconds.
 JZ0224
 JZ0224.The orthometric height was determined by differential leveling
 JZ0224.and adjusted by the National Geodetic Survey in June 1991..
 JZ0224
 JZ0224.The geoid height was determined by GEOID03.
 JZ0224
 JZ0224.The dynamic height is computed by dividing the NAVD 88
 JZ0224.geopotential number by the normal gravity value computed on the
 JZ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0224.degrees latitude (g = 980.6199 gals.).
 JZ0224
 JZ0224.The modeled gravity was interpolated from observed gravity values.
 JZ0224
 JZ0224;                    North         East    Units  Estimated Accuracy
 JZ0224;SPC OH S     -   200,280.      443,240.      MT  (+/- 180 meters Scaled)
 JZ0224
 JZ0224                          SUPERSEDED SURVEY CONTROL
 JZ0224
 JZ0224  NGVD 29 (??/??/92)  269.732  (m)          884.95   (f) ADJ UNCH    2 0
 JZ0224
 JZ0224.Superseded values are not recommended for survey control.
 JZ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0224.See file dsdata.txt to determine how the superseded data were derived.
 JZ0224
 JZ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK285078(NAD 83)
 JZ0224_MARKER: DD = SURVEY DISK
 JZ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0224_STAMPING: 222
 JZ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0224+STABILITY: SURFACE MOTION
 JZ0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0224+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ0224
 JZ0224  HISTORY     - Date     Condition        Report By
 JZ0224  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0224  HISTORY     - 1947     GOOD             NGS
 JZ0224  HISTORY     - 20041015 GOOD             INDIV
 JZ0224
 JZ0224                          STATION DESCRIPTION
 JZ0224
 JZ0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0224'6 MI NE FROM NEW LEBANON.
 JZ0224'3.0 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0224'NEW LEBANON, THENCE ABOUT 3.05 MILES NORTH ALONG SNYDER ROAD,
 JZ0224'AT THE INTERSECTION OF POST TOWN ROAD, 16 FEET WEST OF THE
 JZ0224'CENTER LINE OF SNYDER ROAD, 28 FEET SOUTH OF THE CENTER LINE
 JZ0224'OF POST TOWN ROAD, IN THE FENCE LINE AND 1.7 FEET SOUTH OF THE
 JZ0224'FENCE CORNER, 6 FEET SOUTH-SOUTHEAST OF THE ROAD IDENTIFICATION
 JZ0224'SIGN, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ0224'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ0224'4 INCHES.
 JZ0224
 JZ0224                          STATION RECOVERY (2004)
 JZ0224
 JZ0224'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6812 ***********************************************************************
 AI6812  DESIGNATION -  223
 AI6812  PID         -  AI6812
 AI6812  STATE/COUNTY-  OH/WARREN
 AI6812  USGS QUAD   -  CLARKSVILLE (1986)
 AI6812
 AI6812                         *CURRENT SURVEY CONTROL
 AI6812  ___________________________________________________________________
 AI6812* NAD 83(1995)-  39 29 48.41151(N)    083 59 00.99174(W)     ADJUSTED  
 AI6812* NAVD 88     -       285.5    (meters)     937.     (feet)  GPS OBS   
 AI6812  ___________________________________________________________________
 AI6812  X           -     516,584.142 (meters)                     COMP
 AI6812  Y           -  -4,901,480.820 (meters)                     COMP
 AI6812  Z           -   4,035,188.244 (meters)                     COMP
 AI6812  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 AI6812  ELLIP HEIGHT-         252.35  (meters)          (10/07/05) GPS OBS
 AI6812  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AI6812
 AI6812  HORZ ORDER  -  FIRST
 AI6812  ELLP ORDER  -  THIRD     CLASS II
 AI6812
 AI6812.The horizontal coordinates were established by GPS observations
 AI6812.and adjusted by the National Geodetic Survey in August 2000..
 AI6812
 AI6812.The orthometric height was determined by GPS observations and a
 AI6812.high-resolution geoid model.
 AI6812
 AI6812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6812
 AI6812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6812
 AI6812.The ellipsoidal height was determined by GPS observations
 AI6812.and is referenced to NAD 83.
 AI6812
 AI6812.The geoid height was determined by GEOID03.
 AI6812
 AI6812;                    North         East     Units Scale Factor Converg.
 AI6812;SPC OH S     -   167,211.167   472,397.523   MT  0.99993783   -0 56 29.0
 AI6812;UTM  17      - 4,376,158.141   243,438.050   MT  1.00041051   -1 53 55.4
 AI6812;UTM  16      - 4,376,252.124   759,381.421   MT  1.00042842   +1 55 10.6
 AI6812
 AI6812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6812!SPC OH S     -   0.99996041  x   0.99993783  =   0.99989824
 AI6812!UTM  17      -   0.99996041  x   1.00041051  =   1.00037090
 AI6812!UTM  16      -   0.99996041  x   1.00042842  =   1.00038881
 AI6812
 AI6812                          SUPERSEDED SURVEY CONTROL
 AI6812
 AI6812  ELLIP H (08/02/00)  252.41   (m)                       GP(       ) 3 2
 AI6812
 AI6812.Superseded values are not recommended for survey control.
 AI6812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6812.See file dsdata.txt to determine how the superseded data were derived.
 AI6812
 AI6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4343876158(NAD 83)
 AI6812_MARKER: DD = SURVEY DISK
 AI6812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6812_STAMPING: GPS 223 1995
 AI6812_MARK LOGO: OH-165
 AI6812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6812+STABILITY: SURFACE MOTION
 AI6812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6812+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI6812
 AI6812  HISTORY     - Date     Condition        Report By
 AI6812  HISTORY     - 1995     MONUMENTED       WOOLPT
 AI6812
 AI6812                          STATION DESCRIPTION
 AI6812
 AI6812'DESCRIBED BY WOOLPERT CONSULTANTS 1995 (TFM)
 AI6812'THE STATION IS LOCATED APPROXIMATELY 9.25 MI (14.89 KM) WEST-NORTHWEST
 AI6812'OF WILMINGTON, APPROXIMATELY 6.5 MI (10.5 KM) NORTH OF CLARKSVILLE,
 AI6812'APPROXIMATELY 5.0 MI (8.0 KM) SOUTHEAST OF WAYNESVILLE ON THE SOUTH
 AI6812'SIDE OF OHIO STATE ROUTE 73 APPROXIMATELY 2.8 M (9.2 FT) WEST OF THE
 AI6812'CLINTON/WARREN COUNTY LINE.
 AI6812'TO REACH THE STATION FROM CITY HALL IN WILMINGTON, PROCEED WEST ALONG
 AI6812'US ROUTE 22 APPROXIMATELY 1.0 MI (1.6 KM) TO THE JUNCTION OF SR 73.
 AI6812'TURN RIGHT AND PROCEED NORTHWEST ALONG SR 73 APPROXIMATELY 8.25 MI
 AI6812'(13.28 KM) TO THE STATION ON THE LEFT ACROSS FROM BRIMSTONE ROAD ON
 AI6812'THE RIGHT.
 AI6812'THE STATION IS LOCATED APPROXIMATELY 9.15 M (30.02 FT) SOUTH OF THE
 AI6812'CENTERLINE OF SR 73, 3.75 M (12.30 FT) EAST OF THE EDGE OF THE GRAVEL
 AI6812'PARKING LOT, 3.35 M (10.99 FT) WEST-SOUTHWEST OF THE FIBER OPTICS
 AI6812'POST, AND 2.85 M (9.35 FT) WEST-NORTHWEST OF POWER POLE NUMBER 057HC.
 AI6812'THE STATION IS A STANDARD WARREN COUNTY DISK SET IN A ROUND CONCRETE
 AI6812'MONUMENT ADN IS STAMPED--GPS 223 1995--RECESSED 0.2 FT (6.1 CM) BELOW
 AI6812'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2782 ***********************************************************************
 JZ2782  DESIGNATION -  2235
 JZ2782  PID         -  JZ2782
 JZ2782  STATE/COUNTY-  OH/HAMILTON
 JZ2782  USGS QUAD   -  MADEIRA (1988)
 JZ2782
 JZ2782                         *CURRENT SURVEY CONTROL
 JZ2782  ___________________________________________________________________
 JZ2782* NAD 83(1986)-  39 08 41.     (N)    084 22 04.     (W)     SCALED    
 JZ2782* NAVD 88     -       179.672  (meters)     589.47   (feet)  ADJUSTED  
 JZ2782  ___________________________________________________________________
 JZ2782  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ2782  DYNAMIC HT  -         179.559 (meters)     589.10  (feet)  COMP
 JZ2782  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 JZ2782
 JZ2782  VERT ORDER  -  FIRST     CLASS II
 JZ2782
 JZ2782.The horizontal coordinates were scaled from a topographic map and have
 JZ2782.an estimated accuracy of +/- 6 seconds.
 JZ2782
 JZ2782.The orthometric height was determined by differential leveling
 JZ2782.and adjusted by the National Geodetic Survey in June 1991..
 JZ2782
 JZ2782.The geoid height was determined by GEOID03.
 JZ2782
 JZ2782.The dynamic height is computed by dividing the NAVD 88
 JZ2782.geopotential number by the normal gravity value computed on the
 JZ2782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2782.degrees latitude (g = 980.6199 gals.).
 JZ2782
 JZ2782.The modeled gravity was interpolated from observed gravity values.
 JZ2782
 JZ2782;                    North         East    Units  Estimated Accuracy
 JZ2782;SPC OH S     -   128,750.      438,550.      MT  (+/- 180 meters Scaled)
 JZ2782
 JZ2782                          SUPERSEDED SURVEY CONTROL
 JZ2782
 JZ2782  NGVD 29 (06/03/91)  179.848  (m)          590.05   (f) ADJUSTED    1 2
 JZ2782
 JZ2782.Superseded values are not recommended for survey control.
 JZ2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2782.See file dsdata.txt to determine how the superseded data were derived.
 JZ2782
 JZ2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ274361(NAD 83)
 JZ2782_MARKER: DD = SURVEY DISK
 JZ2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2782_SP_SET: CONCRETE POST
 JZ2782_STAMPING: 2235 1949
 JZ2782_MARK LOGO: OH1610
 JZ2782_PROJECTION: FLUSH
 JZ2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2782+STABILITY: SURFACE MOTION
 JZ2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2782+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2006
 JZ2782
 JZ2782  HISTORY     - Date     Condition        Report By
 JZ2782  HISTORY     - 1949     MONUMENTED       OH1610
 JZ2782  HISTORY     - 1984     GOOD             NGS
 JZ2782  HISTORY     - 20060507 GOOD             GEOCAC
 JZ2782
 JZ2782                          STATION DESCRIPTION
 JZ2782
 JZ2782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JZ2782'IN MARIEMONT.
 JZ2782'IN MARIEMONT ALONG U.S. HIGHWAY 50 AT THE EAST CITY LIMITS AND AT THE
 JZ2782'SOUTHEAST EDGE OF THE ERNEST I. MILLER MEMORIAL BRANCH LIBRARY.
 JZ2782'8.71 METERS (28.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.58
 JZ2782'METERS (38.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE LIBRARY AND
 JZ2782'5.63 METERS (18.5 FT) EAST OF UTILITY POLE NO. V1134E.
 JZ2782'THE MARK IS 0.18 M ABOVE HIGHWAY.
 JZ2782
 JZ2782                          STATION RECOVERY (2006)
 JZ2782
 JZ2782'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ2782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0596 ***********************************************************************
 KZ0596  DESIGNATION -  227
 KZ0596  PID         -  KZ0596
 KZ0596  STATE/COUNTY-  OH/HANCOCK
 KZ0596  USGS QUAD   -  CAREY (1980)
 KZ0596
 KZ0596                         *CURRENT SURVEY CONTROL
 KZ0596  ___________________________________________________________________
 KZ0596* NAD 83(1986)-  40 55 46.     (N)    083 29 11.     (W)     SCALED    
 KZ0596* NAVD 88     -       259.283  (meters)     850.66   (feet)  POSTED    
 KZ0596  ___________________________________________________________________
 KZ0596  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 KZ0596  DYNAMIC HT  -         259.160 (meters)     850.26  (feet)  COMP
 KZ0596  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 KZ0596
 KZ0596  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KZ0596
 KZ0596.The horizontal coordinates were scaled from a topographic map and have
 KZ0596.an estimated accuracy of +/- 6 seconds.
 KZ0596
 KZ0596.The orthometric height was determined by differential leveling
 KZ0596.and adjusted by the National Geodetic Survey in 1992..
 KZ0596.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KZ0596.rate of 0.0 thru 1.0 mm/km.
 KZ0596
 KZ0596.The geoid height was determined by GEOID03.
 KZ0596
 KZ0596.The dynamic height is computed by dividing the NAVD 88
 KZ0596.geopotential number by the normal gravity value computed on the
 KZ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0596.degrees latitude (g = 980.6199 gals.).
 KZ0596
 KZ0596.The modeled gravity was interpolated from observed gravity values.
 KZ0596
 KZ0596;                    North         East    Units  Estimated Accuracy
 KZ0596;SPC OH N     -   140,700.      516,930.      MT  (+/- 180 meters Scaled)
 KZ0596
 KZ0596                          SUPERSEDED SURVEY CONTROL
 KZ0596
 KZ0596  NGVD 29 (??/??/92)  259.412  (m)          851.09   (f) ADJ UNCH    2 0
 KZ0596
 KZ0596.Superseded values are not recommended for survey control.
 KZ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0596.See file dsdata.txt to determine how the superseded data were derived.
 KZ0596
 KZ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF906339(NAD 83)
 KZ0596_MARKER: B = BOLT
 KZ0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0596_SP_SET: BOLT IN GROUND
 KZ0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0596
 KZ0596  HISTORY     - Date     Condition        Report By
 KZ0596  HISTORY     - UNK      MONUMENTED       ACYRR
 KZ0596  HISTORY     - 1934     GOOD             NGS
 KZ0596
 KZ0596                          STATION DESCRIPTION
 KZ0596
 KZ0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0596'4 MI E FROM MT BLANCHARD.
 KZ0596'4.0 MILES EAST ALONG THE NORTHERN OHIO RAILWAY FROM THE STATION
 KZ0596'AT MOUNT BLANCHARD, HANCOCK COUNTY, 18.0 FEET WEST OF THE
 KZ0596'CENTERLINE OF A GRAVEL ROAD, 5.4 FEET NORTH OF THE NORTH RAIL,
 KZ0596'8.5 FEET SOUTHEAST OF A FENCE CORNER, AND ABOUT 0.5 FOOT LOWER
 KZ0596'THAN THE TOP OF THE RAIL.  A 3/4- BY 36-INCH IRON BOLT WITH A
 KZ0596'SQUARE NUT ON THE TOP AND DRIVEN INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6791 ***********************************************************************
 AI6791  DESIGNATION -  22A
 AI6791  PID         -  AI6791
 AI6791  STATE/COUNTY-  OH/CLINTON
 AI6791  USGS QUAD   -  SABINA (1974)
 AI6791
 AI6791                         *CURRENT SURVEY CONTROL
 AI6791  ___________________________________________________________________
 AI6791* NAD 83(1995)-  39 28 03.65602(N)    083 44 53.59778(W)     ADJUSTED  
 AI6791* NAVD 88     -       320.9    (meters)    1053.     (feet)  GPS OBS   
 AI6791  ___________________________________________________________________
 AI6791  X           -     536,943.117 (meters)                     COMP
 AI6791  Y           -  -4,901,386.818 (meters)                     COMP
 AI6791  Z           -   4,032,717.475 (meters)                     COMP
 AI6791  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 AI6791  ELLIP HEIGHT-         288.28  (meters)          (10/07/05) GPS OBS
 AI6791  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 AI6791
 AI6791  HORZ ORDER  -  FIRST
 AI6791  ELLP ORDER  -  THIRD     CLASS II
 AI6791
 AI6791.The horizontal coordinates were established by GPS observations
 AI6791.and adjusted by the National Geodetic Survey in August 2000..
 AI6791
 AI6791.The orthometric height was determined by GPS observations and a
 AI6791.high-resolution geoid model.
 AI6791
 AI6791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6791
 AI6791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6791
 AI6791.The ellipsoidal height was determined by GPS observations
 AI6791.and is referenced to NAD 83.
 AI6791
 AI6791.The geoid height was determined by GEOID03.
 AI6791
 AI6791;                    North         East     Units Scale Factor Converg.
 AI6791;SPC OH S     -   163,674.752   492,596.680   MT  0.99993696   -0 47 31.3
 AI6791;UTM  17      - 4,372,283.440   263,583.639   MT  1.00028821   -1 44 51.7
 AI6791
 AI6791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6791!SPC OH S     -   0.99995477  x   0.99993696  =   0.99989174
 AI6791!UTM  17      -   0.99995477  x   1.00028821  =   1.00024297
 AI6791
 AI6791|---------------------------------------------------------------------|
 AI6791| PID    Reference Object                     Distance      Geod. Az  |
 AI6791|                                                           dddmmss.s |
 AI6791| AI6761 22                                  334.215 METERS 04706     |
 AI6791|---------------------------------------------------------------------|
 AI6791
 AI6791                          SUPERSEDED SURVEY CONTROL
 AI6791
 AI6791  ELLIP H (08/02/00)  288.33   (m)                       GP(       ) 3 2
 AI6791
 AI6791.Superseded values are not recommended for survey control.
 AI6791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6791.See file dsdata.txt to determine how the superseded data were derived.
 AI6791
 AI6791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6358472283(NAD 83)
 AI6791_MARKER: DD = SURVEY DISK
 AI6791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6791_STAMPING: GPS 22A 2000
 AI6791_MARK LOGO: OH-027
 AI6791_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6791+STABILITY: SURFACE MOTION
 AI6791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6791+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6791
 AI6791  HISTORY     - Date     Condition        Report By
 AI6791  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6791
 AI6791                          STATION DESCRIPTION
 AI6791
 AI6791'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6791'THE STATION IS LOCATED APPROXIMATELY 6.0 MI (9.7 KM) SOUTHEAST OF PORT
 AI6791'WILLIAM, 5.75 MI (9.25 KM) WEST-SOUTHWEST OF SABINA, AND 4.8 MI (7.7
 AI6791'KM) NORTHEAST OF WILMINGTON.  THE STATION IS ON THE SOUTHEAST SIDE OF
 AI6791'STONE ROAD AT THE EDGE OF A CULTIVATED FIELD 0.8 MI (1.3 KM) NORTHEAST
 AI6791'OF THE INTERSECTION OF US ROUTE 22/STATE ROUTE 3 AND STONE ROAD.
 AI6791'TO REACH THE STATION FROM THE SR 73 SPLIT TO THE SOUTHEAST FROM US
 AI6791'22/SR 3/SR 73 EAST OF WILMINGTON, PROCEED NORTHEAST ALONG US 22/SR 3
 AI6791'APPROXIMATELY 1.4 MI (2.3 KM) TO STONE ROAD ON THE LEFT.  TURN LEFT
 AI6791'AND PROCEED NORTHEAST AOLNG STONE ROAD APPROXIMATELY 0.8 MI (1.3 KM)
 AI6791'TO THE STATION ON THE RIGHT.
 AI6791'THE STATION IS APPROXIMATELY 26.10 M (85.63 FT) SOUTHWEST OF A POWER
 AI6791'POLE, 7.00 M (22.97 FT) SOUTHEAST OF THE CENTERLINE TO STONE ROAD, AND
 AI6791'0.1 M (0.3 FT) EAST-NORTHEAST OF A WITNESS POST.  THE STATION IS A
 AI6791'STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6791'AND STAMPED--GPS 22A 2000--RECESSED 0.2 FT (6.1 CM) BELOW GROUND
 AI6791'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3437 ***********************************************************************
 AB3437  SACS        -  This is a Secondary Airport Control Station.
 AB3437  DESIGNATION -  22G A
 AB3437  PID         -  AB3437
 AB3437  STATE/COUNTY-  OH/LORAIN
 AB3437  USGS QUAD   -  OBERLIN (1979)
 AB3437
 AB3437                         *CURRENT SURVEY CONTROL
 AB3437  ___________________________________________________________________
 AB3437* NAD 83(1995)-  41 20 26.49530(N)    082 11 05.99877(W)     ADJUSTED  
 AB3437* NAVD 88     -       240.96   (meters)     790.5    (feet)  GPS OBS   
 AB3437  ___________________________________________________________________
 AB3437  X           -     652,113.888 (meters)                     COMP
 AB3437  Y           -  -4,751,295.954 (meters)                     COMP
 AB3437  Z           -   4,191,041.151 (meters)                     COMP
 AB3437  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 AB3437  ELLIP HEIGHT-         206.51  (meters)          (10/07/05) GPS OBS
 AB3437  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 AB3437
 AB3437  HORZ ORDER  -  FIRST
 AB3437  ELLP ORDER  -  FOURTH    CLASS I
 AB3437
 AB3437.This mark is at Lorain Co Regional Airport (22G)
 AB3437
 AB3437.The horizontal coordinates were established by GPS observations
 AB3437.and adjusted by the National Geodetic Survey in July 1997..
 AB3437
 AB3437.The orthometric height was determined by GPS observations and a
 AB3437.high-resolution geoid model.
 AB3437
 AB3437.GPS derived orthometric heights for airport stations designated as
 AB3437.PACS or SACS are published to 2 decimal places.  This maintains
 AB3437.centimeter relative accuracy between the PACS and SACS.  It does
 AB3437.not indicate centimeter accuracy relative to other marks which are
 AB3437.part of the NAVD 88 network.
 AB3437
 AB3437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3437
 AB3437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3437
 AB3437.The ellipsoidal height was determined by GPS observations
 AB3437.and is referenced to NAD 83.
 AB3437
 AB3437.The geoid height was determined by GEOID03.
 AB3437
 AB3437;                    North         East     Units Scale Factor Converg.
 AB3437;SPC OH N     -   185,942.940   626,364.311   MT  0.99995046   +0 12 25.0
 AB3437;UTM  17      - 4,577,255.638   400,853.738   MT  0.99972097   -0 46 58.1
 AB3437
 AB3437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3437!SPC OH N     -   0.99996761  x   0.99995046  =   0.99991807
 AB3437!UTM  17      -   0.99996761  x   0.99972097  =   0.99968859
 AB3437
 AB3437                          SUPERSEDED SURVEY CONTROL
 AB3437
 AB3437  ELLIP H (07/02/97)  206.50   (m)                       GP(       ) 4 1
 AB3437
 AB3437.Superseded values are not recommended for survey control.
 AB3437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3437.See file dsdata.txt to determine how the superseded data were derived.
 AB3437
 AB3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0085477256(NAD 83)
 AB3437_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3437_STAMPING: 22G A 1987
 AB3437_MARK LOGO: NOS   
 AB3437_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3437+STABILITY: SURFACE MOTION
 AB3437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3437+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1999
 AB3437
 AB3437  HISTORY     - Date     Condition        Report By
 AB3437  HISTORY     - 1987     MONUMENTED       NOS
 AB3437  HISTORY     - 19910615 GOOD             NGS
 AB3437  HISTORY     - 19950828 GOOD             NGS
 AB3437  HISTORY     - 19991019 GOOD             NGS
 AB3437
 AB3437                          STATION DESCRIPTION
 AB3437
 AB3437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB3437'THE STATION IS LOCATED AT THE SOUTHWEST END OF LORAIN COUNTY REGIONAL
 AB3437'AIRPORT, SOUTHEAST OF RUNWAY END 7.  THE STATION IS 80.0 FT (24.4 M)
 AB3437'SOUTHEAST OF A CHISELED SQUARE IN THE CENTER OF A CONCRETE CULVERT,
 AB3437'47.3 FT (14.4 M) NORTHWEST OF THE NORTHWEST EDGE OF THE TAXIWAY, 51.8
 AB3437'FT (15.8 M) NORTH OF A TAXIWAY LIGHT, 65.4 FT (19.9 M) NORTHEAST OF
 AB3437'THE NORTHEAST EDGE OF THE TAXIWAY, AND 77.9 SOUTHEAST OF A TAXIWAY
 AB3437'LIGHT.  THE STATION IS A STANDARD NOS TOPOGRAPHIC DISK, STAMPED 22 G A
 AB3437'1987 SET 0.1 FOOT (0.0 M) BELOW GROUND LEVEL.
 AB3437
 AB3437                          STATION RECOVERY (1995)
 AB3437
 AB3437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3437'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTH-NORTHEAST OF
 AB3437'OBERLIN, 2 KM (1.25 MI) SOUTHWEST OF ELYRIA AT THE LORAIN COUNTY
 AB3437'REGIONAL AIRPORT, IN THE NORTH QUADRANT OF THE JUNCTION OF RUNWAY END
 AB3437'7 AND THE CONNECTOR TAXI TO THE RUNWAY END.  OWNERSHIP--LORAIN COUNTY,
 AB3437'44050-191 RUSSIA ROAD, ELYRIA, OH.  44035.  AIRPORT MANAGER IS DANIEL
 AB3437'A.  ABFALL.  PHONE 216-323-4063.  TO REACH FROM THE JUNCTION OF STATE
 AB3437'HIGHWAYS 10 AND 58 IN OBERLIN, GO NORTH ON HIGHWAY 58 FOR 4.9 KM (3.05
 AB3437'MI) TO RUSSIA ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON RUSSIA ROAD FOR
 AB3437'0.32 KM (0.20 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 AB3437'NORTH, FOR 0.4 KM (0.25 MI) TO THE GATE OF THE AIRFIELD.  PASS THROUGH
 AB3437'THE GATE, NORTHWEST, FOR 0.24 KM (0.15 MI) TO THE PARALLEL TAXI.  TURN
 AB3437'LEFT, SOUTHWEST, ALONG THE TAXI FOR 0.61 KM (0.35 MI) TO THE STATION
 AB3437'ON THE RIGHT JUST BEFORE THE RUNWAY END. THE STATION IS SET IN THE TOP
 AB3437'OF A CONCRETE POST SET 3 CM BELOW THE GROUND SURFACE.  IT IS 25.3 M
 AB3437'(83.0 FT) SOUTHEAST OF A TAXI LIGHT, 24.4 M (80.1 FT) SOUTHEAST OF A
 AB3437'CHISELED SQUARE IN THE CENTER OF A CONCRETE CULVERT, 19.9 M (65.3 FT)
 AB3437'NORTHEAST OF THE NORTHEAST EDGE OF THE TAXI, 15.8 M (51.8 FT) NORTH OF
 AB3437'A TAXI LIGHT, 14.4 M (47.2 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 AB3437'TAXI, AND 0.2 M (0.7 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.  THIS
 AB3437'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AB3437'DESCRIBED BY J.D.D., TYPED BY D.G.A.
 AB3437
 AB3437                          STATION RECOVERY (1999)
 AB3437
 AB3437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AB3437'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTH-NORTHEAST OF
 AB3437'OBERLIN, 2 KM (1.25 MI) SOUTHWEST OF ELYRIA AT THE LORAIN COUNTY
 AB3437'REGIONAL AIRPORT, IN THE SOUTHWEST PART OF THE AIRFIELD, AND IN THE
 AB3437'NORTH QUADRANT OF THE JUNCTION OF THE PARALLEL TAXI AND THE CONNECTOR
 AB3437'TAXI TO RUNWAY END 25.  OWNERSHIP--LORAIN COUNTY REGIONAL AIRPORT
 AB3437'AUTHORITY, 44050-191 RUSSIA ROAD, ELYRIA, OH 44035.  PHONE
 AB3437'440-323-4063.  AIRPORT MANAGER IS DANIEL A.  ABFALL.  CONTACT FOR
 AB3437'PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED GATE.
 AB3437'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 511 AND U.S. HIGHWAY 58 IN
 AB3437'OBERLIN, GO NORTH ON HIGHWAY 58 FOR 4.9 KM (3.05 MI) TO THE JUNCTION
 AB3437'OF RUSSIA ROAD.  TURN RIGHT, EAST, ON THE ROAD FOR 3.2 KM (2.00 MI) TO
 AB3437'THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH, ON THE ROAD
 AB3437'FOR 0.40 KM (0.25 MI) TO A LOCKED GATE AT THE APRON.  PASS THROUGH THE
 AB3437'GATE, NORTHWEST, ACROSS THE APRON FOR 0.24 KM (0.15 MI) TO THE
 AB3437'JUNCTION OF THE PARALLEL TAXI.  TURN LEFT, SOUTHWEST, ALONG THE TAXI
 AB3437'FOR 0.61 KM (0.35 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET
 AB3437'IN THE TOP OF A 30 CM ROUND CONCRETE POST RECESSED 10 CM BELOW THE
 AB3437'GROUND.  IT IS 25.3 M (83.0 FT) SOUTHEAST OF THE 5TH TAXI LIGHT FROM
 AB3437'THE RUNWAY END, 24.4 M (80.1 FT) SOUTHEAST OF A CHISELED SQUARE IN THE
 AB3437'TOP CENTER OF A CONCRETE ST HEADWALL, 19.9 M (65.3 FT) NORTHEAST OF
 AB3437'THE NORTHEAST EDGE OF THE CONNECTOR TAXI, 15.8 M (51.8 FT) NORTH OF A
 AB3437'TAXI LIGHT, AND 14.4 M (47.2 FT) NORTHWEST OF THE NORTHWEST EDGE OF
 AB3437'THE PARALLEL TAXI.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION
 AB3437'(SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1688 ***********************************************************************
 KY1688  DESIGNATION -  23
 KY1688  PID         -  KY1688
 KY1688  STATE/COUNTY-  OH/STARK
 KY1688  USGS QUAD   -  NAVARRE (1994)
 KY1688
 KY1688                         *CURRENT SURVEY CONTROL
 KY1688  ___________________________________________________________________
 KY1688* NAD 83(1986)-  40 39 53.     (N)    081 34 52.     (W)     SCALED    
 KY1688* NAVD 88     -       297.26   (+/-2cm)     975.3    (feet)  VERTCON   
 KY1688  ___________________________________________________________________
 KY1688  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KY1688
 KY1688  VERT ORDER  -  ? (See Below)
 KY1688
 KY1688.The horizontal coordinates were scaled from a topographic map and have
 KY1688.an estimated accuracy of +/- 6 seconds.
 KY1688
 KY1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY1688.The vertical order pertains to the NGVD 29 superseded value.
 KY1688
 KY1688.The geoid height was determined by GEOID03.
 KY1688
 KY1688;                    North         East    Units  Estimated Accuracy
 KY1688;SPC OH N     -   111,240.      677,700.      MT  (+/- 180 meters Scaled)
 KY1688
 KY1688                          SUPERSEDED SURVEY CONTROL
 KY1688
 KY1688  NGVD 29 (??/??/92)  297.474  (m)          975.96   (f) ADJ UNCH    ?  
 KY1688
 KY1688.Superseded values are not recommended for survey control.
 KY1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1688.See file dsdata.txt to determine how the superseded data were derived.
 KY1688
 KY1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF508017(NAD 83)
 KY1688_MARKER: B = BOLT
 KY1688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1688_SP_SET: CULVERT
 KY1688_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1688
 KY1688  HISTORY     - Date     Condition        Report By
 KY1688  HISTORY     - 1935     MONUMENTED       BORR
 KY1688  HISTORY     - 1935     GOOD             NGS
 KY1688  HISTORY     - 19930407 GOOD             OHDT
 KY1688
 KY1688                          STATION DESCRIPTION
 KY1688
 KY1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY1688'0.8 MI N FROM BEACH CITY.
 KY1688'0.8 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1688'MAIN STREET CROSSING AT BEACH CITY, STARK COUNTY, AT POLE 84+35,
 KY1688'40 YARDS EAST OF THE EAST RAIL OF THE EAST TRACK, AT A STONE
 KY1688'BOX-CULVERT UNDER AN ABANDONED ELECTRIC LINE, AND IN THE TOP
 KY1688'OF THE SOUTH END OF THE WEST HEADWALL.  A COPPER BOLT.
 KY1688
 KY1688                          STATION RECOVERY (1993)
 KY1688
 KY1688'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993
 KY1688'------REPORT BY ODOT -------- YEAR 1993 --------- CONDITION - GOOD--
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2452 ***********************************************************************
 AB2452  DESIGNATION -  23
 AB2452  PID         -  AB2452
 AB2452  STATE/COUNTY-  OH/ATHENS
 AB2452  USGS QUAD   -  NELSONVILLE (1995)
 AB2452
 AB2452                         *CURRENT SURVEY CONTROL
 AB2452  ___________________________________________________________________
 AB2452* NAD 83(1995)-  39 24 25.73221(N)    082 10 54.29538(W)     ADJUSTED  
 AB2452* NAVD 88     -       206.0    (meters)     676.     (feet)  GPS OBS   
 AB2452  ___________________________________________________________________
 AB2452  X           -     671,298.756 (meters)                     COMP
 AB2452  Y           -  -4,889,017.497 (meters)                     COMP
 AB2452  Z           -   4,027,452.775 (meters)                     COMP
 AB2452  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AB2452  ELLIP HEIGHT-         171.88  (meters)          (10/07/05) GPS OBS
 AB2452  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 AB2452
 AB2452  HORZ ORDER  -  FIRST
 AB2452  ELLP ORDER  -  FOURTH    CLASS I
 AB2452
 AB2452.The horizontal coordinates were established by GPS observations
 AB2452.and adjusted by the National Geodetic Survey in April 1998..
 AB2452
 AB2452.The orthometric height was determined by GPS observations and a
 AB2452.high-resolution geoid model.
 AB2452
 AB2452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2452
 AB2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2452
 AB2452.The ellipsoidal height was determined by GPS observations
 AB2452.and is referenced to NAD 83.
 AB2452
 AB2452.The geoid height was determined by GEOID03.
 AB2452
 AB2452;                    North         East     Units Scale Factor Converg.
 AB2452;SPC OH S     -   156,260.369   627,408.456   MT  0.99993599   +0 12 07.0
 AB2452;UTM  17      - 4,362,625.934   398,257.936   MT  0.99972745   -0 45 01.0
 AB2452
 AB2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2452!SPC OH S     -   0.99997303  x   0.99993599  =   0.99990903
 AB2452!UTM  17      -   0.99997303  x   0.99972745  =   0.99970049
 AB2452
 AB2452                          SUPERSEDED SURVEY CONTROL
 AB2452
 AB2452  ELLIP H (04/01/98)  171.90   (m)                       GP(       ) 4 1
 AB2452  NAD 83(1986)-  39 24 25.73332(N)    082 10 54.29813(W) AD(       ) 1
 AB2452
 AB2452.Superseded values are not recommended for survey control.
 AB2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2452.See file dsdata.txt to determine how the superseded data were derived.
 AB2452
 AB2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9825862626(NAD 83)
 AB2452_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2452_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2452_STAMPING: 23 1995
 AB2452_MARK LOGO: ATHCE 
 AB2452_PROJECTION: FLUSH
 AB2452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2452+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 AB2452_ROD/PIPE-DEPTH: 1    meters
 AB2452
 AB2452  HISTORY     - Date     Condition        Report By
 AB2452  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2452  HISTORY     - 20041111 GOOD             LOCSUR
 AB2452  HISTORY     - 20050620 GOOD             GEOCAC
 AB2452
 AB2452                          STATION DESCRIPTION
 AB2452
 AB2452'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2452'IN ATHENS COUNTY, OHIO, YORK TOWNSHIP, STATION IS LOCATED IN R/W
 AB2452'BETWEEN T-1267 AND S.R.  33 ABOUT 0.1 MI.SOUTH OF C.R.  4 (EBON RD.)
 AB2452'SET APPROXIMATELY 300 FT.SOUTHEAST OF C.R.  4, 6 FT.NORTHEAST OF A PK
 AB2452'SET IN THE NORTEAST EOP OF T-1267, AND 94 FT.EAST OF A TELEPHONE POLE
 AB2452'IN THE SOUTHWEST R/W OF T-1267.  STATION IS FLUSH WITH THE GROUND.  A
 AB2452'STATION SKETCH IS AVAILABLE THROUGH THE ATHENS.  CO.  ENG.  OFFICE.
 AB2452
 AB2452                          STATION RECOVERY (2004)
 AB2452
 AB2452'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (DN)
 AB2452'FOUND AS DESCRIBED
 AB2452
 AB2452                          STATION RECOVERY (2005)
 AB2452
 AB2452'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 AB2452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6762 ***********************************************************************
 AI6762  DESIGNATION -  23
 AI6762  PID         -  AI6762
 AI6762  STATE/COUNTY-  OH/CLINTON
 AI6762  USGS QUAD   -  SABINA (1974)
 AI6762
 AI6762                         *CURRENT SURVEY CONTROL
 AI6762  ___________________________________________________________________
 AI6762* NAD 83(1995)-  39 27 34.98148(N)    083 39 27.48587(W)     ADJUSTED  
 AI6762* NAVD 88     -       340.2    (meters)    1116.     (feet)  GPS OBS   
 AI6762  ___________________________________________________________________
 AI6762  X           -     544,755.461 (meters)                     COMP
 AI6762  Y           -  -4,901,105.352 (meters)                     COMP
 AI6762  Z           -   4,032,047.088 (meters)                     COMP
 AI6762  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 AI6762  ELLIP HEIGHT-         307.74  (meters)          (10/07/05) GPS OBS
 AI6762  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 AI6762
 AI6762  HORZ ORDER  -  FIRST
 AI6762  ELLP ORDER  -  THIRD     CLASS II
 AI6762
 AI6762.The horizontal coordinates were established by GPS observations
 AI6762.and adjusted by the National Geodetic Survey in August 2000..
 AI6762
 AI6762.The orthometric height was determined by GPS observations and a
 AI6762.high-resolution geoid model.
 AI6762
 AI6762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6762
 AI6762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6762
 AI6762.The ellipsoidal height was determined by GPS observations
 AI6762.and is referenced to NAD 83.
 AI6762
 AI6762.The geoid height was determined by GEOID03.
 AI6762
 AI6762;                    North         East     Units Scale Factor Converg.
 AI6762;SPC OH S     -   162,686.717   500,379.434   MT  0.99993677   -0 44 04.4
 AI6762;UTM  17      - 4,371,165.399   271,351.390   MT  1.00024373   -1 41 23.1
 AI6762
 AI6762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6762!SPC OH S     -   0.99995172  x   0.99993677  =   0.99988849
 AI6762!UTM  17      -   0.99995172  x   1.00024373  =   1.00019544
 AI6762
 AI6762|---------------------------------------------------------------------|
 AI6762| PID    Reference Object                     Distance      Geod. Az  |
 AI6762|                                                           dddmmss.s |
 AI6762| AI6792 23A                                 340.042 METERS 13949     |
 AI6762|---------------------------------------------------------------------|
 AI6762
 AI6762                          SUPERSEDED SURVEY CONTROL
 AI6762
 AI6762  ELLIP H (08/02/00)  307.77   (m)                       GP(       ) 3 2
 AI6762
 AI6762.Superseded values are not recommended for survey control.
 AI6762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6762.See file dsdata.txt to determine how the superseded data were derived.
 AI6762
 AI6762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7135171165(NAD 83)
 AI6762_MARKER: DD = SURVEY DISK
 AI6762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6762_STAMPING: GPS 23 2000
 AI6762_MARK LOGO: OH-027
 AI6762_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6762+STABILITY: SURFACE MOTION
 AI6762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6762+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6762
 AI6762  HISTORY     - Date     Condition        Report By
 AI6762  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6762
 AI6762                          STATION DESCRIPTION
 AI6762
 AI6762'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6762'THE STATION IS LOCATED APPROXIMATELY 9.0 MI (14.5 KM) EAST-NORTHEAST
 AI6762'OF WILMINGTON, 8.75 MI (14.08 KM) SOUTHEAST OF PORT WILLIAM, AND 2.0
 AI6762'MI (3.2 KM) SOUTHWEST OF SABINA.  THE STATION IS ON THE NORTHEAST SIDE
 AI6762'OF STATE ROUTE 72 NEAR THE EDGE OF AN OPEN FIELD APPROXIMATELY 1.3 MI
 AI6762'(2.1 KM) SOUTHEAST OF THE US 22/SR 3 AND SR 72 INTERSECTION.
 AI6762'TO REACH THE STATION FROM THE INTERSECTION WHERE SR 73 BRANCHES TO THE
 AI6762'SOUTHEAST FROM US 22/SR 3/SR 73, PROCEED NORTHEAST ON US 22/SR 3
 AI6762'APPROXIMATELY 6.25 MI (10.06 KM) TO THE JUNCTION OF SR 72.  TURN RIGHT
 AI6762'AND PROCEED SOUTH ALONG SR 72 APPROXIMATELY 1.3 MI (2.1 KM) TO THE
 AI6762'STATION ON THE LEFT.
 AI6762'THE STATION IS APPROXIMATELY 16.45 M (53.97 FT) SOUTHEAST OF THE
 AI6762'MAILBOX FOR HOUSE 1436, 14.5 M (47.6 FT) SOUTH OF A POWER POLE, 5.45 M
 AI6762'(17.88 FT) EAST OF THE CENTERLINE OF SR 72, AND 0.15 M (0.49 FT) SOUTH
 AI6762'OF A CLINTON COUNTY WITNESS POST.  THE STATION IS A STANDARD CLINTON
 AI6762'COUNTY SURVEY DISK STAMPED--GPS 23 2000--RECESSED 0.2 BELOW GROUND
 AI6762'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3215 ***********************************************************************
 MB3215  DESIGNATION -  23 1 2
 MB3215  PID         -  MB3215
 MB3215  STATE/COUNTY-  OH/CUYAHOGA
 MB3215  USGS QUAD   -  CHAGRIN FALLS (1984)
 MB3215
 MB3215                         *CURRENT SURVEY CONTROL
 MB3215  ___________________________________________________________________
 MB3215* NAD 83(1995)-  41 25 28.18652(N)    081 26 38.78259(W)     ADJUSTED  
 MB3215* NAVD 88     -       349.4    (meters)    1146.     (feet)  VERTCON   
 MB3215  ___________________________________________________________________
 MB3215  X           -     712,593.528 (meters)                     COMP
 MB3215  Y           -  -4,736,462.584 (meters)                     COMP
 MB3215  Z           -   4,198,096.795 (meters)                     COMP
 MB3215  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 MB3215  ELLIP HEIGHT-         315.41  (meters)          (10/07/05) GPS OBS
 MB3215  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 MB3215
 MB3215  HORZ ORDER  -  SECOND
 MB3215  ELLP ORDER  -  FOURTH    CLASS I
 MB3215
 MB3215.The horizontal coordinates were established by GPS observations
 MB3215.and adjusted by the National Geodetic Survey in April 1998..
 MB3215
 MB3215.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3215
 MB3215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3215
 MB3215.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3215
 MB3215.The ellipsoidal height was determined by GPS observations
 MB3215.and is referenced to NAD 83.
 MB3215
 MB3215.The geoid height was determined by GEOID03.
 MB3215
 MB3215;                    North         East     Units Scale Factor Converg.
 MB3215;SPC OH N     -   195,736.465   688,259.584   MT  0.99995849   +0 41 37.2
 MB3215;UTM  17      - 4,585,977.072   462,890.593   MT  0.99961695   -0 17 37.8
 MB3215
 MB3215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3215!SPC OH N     -   0.99995053  x   0.99995849  =   0.99990902
 MB3215!UTM  17      -   0.99995053  x   0.99961695  =   0.99956750
 MB3215
 MB3215                          SUPERSEDED SURVEY CONTROL
 MB3215
 MB3215  ELLIP H (04/01/98)  315.45   (m)                       GP(       ) 4 1
 MB3215  NAD 83(1986)-  41 25 28.19706(N)    081 26 38.78294(W) AD(       ) 2
 MB3215  NGVD 29 (11/06/91)  349.6    (m)         1147.     (f) GPS OBS        
 MB3215
 MB3215.Superseded values are not recommended for survey control.
 MB3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3215.See file dsdata.txt to determine how the superseded data were derived.
 MB3215
 MB3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6289185977(NAD 83)
 MB3215_MARKER: I = METAL ROD
 MB3215_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3215_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3215_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3215+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1990
 MB3215
 MB3215  HISTORY     - Date     Condition        Report By
 MB3215  HISTORY     - UNK      MONUMENTED
 MB3215  HISTORY     - 19900413 GOOD             AEROS
 MB3215
 MB3215                          STATION DESCRIPTION
 MB3215
 MB3215'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3215'THE STATION IS LOCATED IN THE CITY OF SOLON, 3.2 KM (2.00 MI) NORTH OF
 MB3215'HIGHWAY 422 ALT., 1.29 KM (0.80 MI) WEST OF THE SOUTH CHAGRIN
 MB3215'RESERVATION, AT THE INTERSECTION OF S.O.M. CENTER ROAD AND MILES ROAD.
 MB3215'TO REACH FROM THE INTERSECTION OF HIGHWAY 422 ALT. AND S.O.M. CENTER
 MB3215'ROAD, GO NORTH FOR 3.2 KM (2.00 MI) ON S.O.M. CENTER ROAD TO ITS
 MB3215'INTERSECTION WITH MILES ROAD AND THE STATION.
 MB3215'STATION IS A 1.5 CM DIAMETER IRON ROD RECESSED 44 CM BELOW THE ROAD
 MB3215'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3215'CENTERLINE--CENTERLINE OF THE INTERSECTION, 14.63 M (48.0 FT)
 MB3215'SOUTHEAST OF A TRAFFIC CONTROL BOX POLE, 11.36 M (37.3 FT) NORTHEAST
 MB3215'OF POLE.654459.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1455 ***********************************************************************
 KY1455  DESIGNATION -  23 151
 KY1455  PID         -  KY1455
 KY1455  STATE/COUNTY-  OH/HARRISON
 KY1455  USGS QUAD   -  BOWERSTON (1994)
 KY1455
 KY1455                         *CURRENT SURVEY CONTROL
 KY1455  ___________________________________________________________________
 KY1455* NAD 83(1986)-  40 25 10.     (N)    081 08 42.     (W)     SCALED    
 KY1455* NAVD 88     -       289.910  (meters)     951.15   (feet)  ADJUSTED  
 KY1455  ___________________________________________________________________
 KY1455  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY1455  DYNAMIC HT  -         289.759 (meters)     950.65  (feet)  COMP
 KY1455  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 KY1455
 KY1455  VERT ORDER  -  SECOND    CLASS 0
 KY1455
 KY1455.The horizontal coordinates were scaled from a topographic map and have
 KY1455.an estimated accuracy of +/- 6 seconds.
 KY1455
 KY1455.The orthometric height was determined by differential leveling
 KY1455.and adjusted by the National Geodetic Survey in June 1991..
 KY1455
 KY1455.The geoid height was determined by GEOID03.
 KY1455
 KY1455.The dynamic height is computed by dividing the NAVD 88
 KY1455.geopotential number by the normal gravity value computed on the
 KY1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1455.degrees latitude (g = 980.6199 gals.).
 KY1455
 KY1455.The modeled gravity was interpolated from observed gravity values.
 KY1455
 KY1455;                    North         East    Units  Estimated Accuracy
 KY1455;SPC OH N     -    84,490.      714,990.      MT  (+/- 180 meters Scaled)
 KY1455
 KY1455                          SUPERSEDED SURVEY CONTROL
 KY1455
 KY1455  NGVD 29 (??/??/92)  290.101  (m)          951.77   (f) ADJ UNCH    2 0
 KY1455
 KY1455.Superseded values are not recommended for survey control.
 KY1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1455.See file dsdata.txt to determine how the superseded data were derived.
 KY1455
 KY1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME876743(NAD 83)
 KY1455_MARKER: DD = SURVEY DISK
 KY1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1455_MARK LOGO: OHDT  
 KY1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1455+STABILITY: SURFACE MOTION
 KY1455
 KY1455  HISTORY     - Date     Condition        Report By
 KY1455  HISTORY     - UNK      MONUMENTED       OHDT
 KY1455  HISTORY     - 1934     GOOD             PRR
 KY1455
 KY1455                          STATION DESCRIPTION
 KY1455
 KY1455'DESCRIBED BY PENNSYLVANIA RAILROAD 1934
 KY1455'AT CONOTTON.
 KY1455'AT CONOTTON, HARRISON COUNTY, 0.3 MILE NORTH OF THE NORTH RAIL
 KY1455'OF THE NORTH TRACK OF THE PENNSYLVANIA RAILROAD, 23 YARDS EAST
 KY1455'OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 151 AND A
 KY1455'GRAVEL ROAD LEADING SOUTH TO THE CITY, 21 YARDS NORTHEAST OF A
 KY1455'POLE ON THE SOUTHEAST CORNER OF THE INTERSECTION, 7 YARDS
 KY1455'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE ROAD.
 KY1455'AN OHIO STATE HIGHWAY DEPARTMENT STANDARD DISK, SET IN THE TOP
 KY1455'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3216 ***********************************************************************
 MB3216  DESIGNATION -  23 D
 MB3216  PID         -  MB3216
 MB3216  STATE/COUNTY-  OH/CUYAHOGA
 MB3216  USGS QUAD   -  CHAGRIN FALLS (1984)
 MB3216
 MB3216                         *CURRENT SURVEY CONTROL
 MB3216  ___________________________________________________________________
 MB3216* NAD 83(1995)-  41 25 27.67443(N)    081 28 49.02573(W)     ADJUSTED  
 MB3216* NAVD 88     -       337.1    (meters)    1106.     (feet)  VERTCON   
 MB3216  ___________________________________________________________________
 MB3216  X           -     709,602.798 (meters)                     COMP
 MB3216  Y           -  -4,736,912.844 (meters)                     COMP
 MB3216  Z           -   4,198,076.837 (meters)                     COMP
 MB3216  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 MB3216  ELLIP HEIGHT-         303.15  (meters)          (10/07/05) GPS OBS
 MB3216  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB3216
 MB3216  HORZ ORDER  -  SECOND
 MB3216  ELLP ORDER  -  FOURTH    CLASS I
 MB3216
 MB3216.The horizontal coordinates were established by GPS observations
 MB3216.and adjusted by the National Geodetic Survey in April 1998..
 MB3216
 MB3216.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3216
 MB3216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3216
 MB3216.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3216
 MB3216.The ellipsoidal height was determined by GPS observations
 MB3216.and is referenced to NAD 83.
 MB3216
 MB3216.The geoid height was determined by GEOID03.
 MB3216
 MB3216;                    North         East     Units Scale Factor Converg.
 MB3216;SPC OH N     -   195,684.684   685,235.824   MT  0.99995848   +0 40 11.6
 MB3216;UTM  17      - 4,585,977.415   459,867.418   MT  0.99961982   -0 19 04.0
 MB3216
 MB3216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3216!SPC OH N     -   0.99995245  x   0.99995848  =   0.99991093
 MB3216!UTM  17      -   0.99995245  x   0.99961982  =   0.99957229
 MB3216
 MB3216                          SUPERSEDED SURVEY CONTROL
 MB3216
 MB3216  ELLIP H (04/01/98)  303.18   (m)                       GP(       ) 4 1
 MB3216  NAD 83(1986)-  41 25 27.68497(N)    081 28 49.02610(W) AD(       ) 2
 MB3216  NGVD 29 (11/06/91)  337.3    (m)         1107.     (f) GPS OBS        
 MB3216
 MB3216.Superseded values are not recommended for survey control.
 MB3216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3216.See file dsdata.txt to determine how the superseded data were derived.
 MB3216
 MB3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5986785977(NAD 83)
 MB3216_MARKER: I = METAL ROD
 MB3216_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3216_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3216_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3216+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1990
 MB3216
 MB3216  HISTORY     - Date     Condition        Report By
 MB3216  HISTORY     - UNK      MONUMENTED
 MB3216  HISTORY     - 19900413 GOOD             AEROS
 MB3216
 MB3216                          STATION DESCRIPTION
 MB3216
 MB3216'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3216'THE STATION IS LOCATED IN THE CITY OF SOLON, 1.6 KM (1.00 MI) EAST OF
 MB3216'WARRENSVILLE HEIGHTS, AT THE INTERSECTION OF MILES AND BRAINARD ROADS.
 MB3216'TO REACH FROM THE INTERSECTION OF NORTHFIELD ROAD AND MILES ROAD, GO
 MB3216'EAST FOR 3.87 KM (2.40 MI) ON MILES ROAD TO ITS INTERSECTION WITH
 MB3216'BRAINARD ROAD AND THE STATION.
 MB3216'STATION IS A IRON ROD RECESSED BELOW THE ROAD SURFACE ENCASED IN A
 MB3216'SQUARE IRON MONUMENT BOX.   LOCATED AT THE CENTERLINE--CENTERLINE OF
 MB3216'THE INTERSECTION, 7.25 M (23.8 FT) NORTHWEST OF A POWER POLE, 19.75 M
 MB3216'(64.8 FT) SOUTHEAST OF POLE.316255, 7.25 M (23.8 FT) SOUTH OF
 MB3216'POLE.609387.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3217 ***********************************************************************
 MB3217  DESIGNATION -  23 E
 MB3217  PID         -  MB3217
 MB3217  STATE/COUNTY-  OH/CUYAHOGA
 MB3217  USGS QUAD   -  CHAGRIN FALLS (1984)
 MB3217
 MB3217                         *CURRENT SURVEY CONTROL
 MB3217  ___________________________________________________________________
 MB3217* NAD 83(1995)-  41 26 09.15323(N)    081 28 49.38155(W)     ADJUSTED  
 MB3217* NAVD 88     -       356.4    (meters)    1169.     (feet)  VERTCON   
 MB3217  ___________________________________________________________________
 MB3217  X           -     709,471.315 (meters)                     COMP
 MB3217  Y           -  -4,736,090.902 (meters)                     COMP
 MB3217  Z           -   4,199,049.061 (meters)                     COMP
 MB3217  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 MB3217  ELLIP HEIGHT-         322.41  (meters)          (10/07/05) GPS OBS
 MB3217  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MB3217
 MB3217  HORZ ORDER  -  SECOND
 MB3217  ELLP ORDER  -  FOURTH    CLASS I
 MB3217
 MB3217.The horizontal coordinates were established by GPS observations
 MB3217.and adjusted by the National Geodetic Survey in April 1998..
 MB3217
 MB3217.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3217
 MB3217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3217
 MB3217.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3217
 MB3217.The ellipsoidal height was determined by GPS observations
 MB3217.and is referenced to NAD 83.
 MB3217
 MB3217.The geoid height was determined by GEOID03.
 MB3217
 MB3217;                    North         East     Units Scale Factor Converg.
 MB3217;SPC OH N     -   196,964.094   685,212.603   MT  0.99995975   +0 40 11.4
 MB3217;UTM  17      - 4,587,256.602   459,866.256   MT  0.99961982   -0 19 04.5
 MB3217
 MB3217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3217!SPC OH N     -   0.99994943  x   0.99995975  =   0.99990918
 MB3217!UTM  17      -   0.99994943  x   0.99961982  =   0.99956927
 MB3217
 MB3217                          SUPERSEDED SURVEY CONTROL
 MB3217
 MB3217  ELLIP H (04/01/98)  322.45   (m)                       GP(       ) 4 1
 MB3217  NAD 83(1986)-  41 26 09.16378(N)    081 28 49.38191(W) AD(       ) 2
 MB3217  NGVD 29 (11/06/91)  356.6    (m)         1170.     (f) GPS OBS        
 MB3217
 MB3217.Superseded values are not recommended for survey control.
 MB3217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3217.See file dsdata.txt to determine how the superseded data were derived.
 MB3217
 MB3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5986687257(NAD 83)
 MB3217_MARKER: I = METAL ROD
 MB3217_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3217_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3217_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3217+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3217
 MB3217  HISTORY     - Date     Condition        Report By
 MB3217  HISTORY     - UNK      MONUMENTED
 MB3217  HISTORY     - 19900326 GOOD             AEROS
 MB3217
 MB3217                          STATION DESCRIPTION
 MB3217
 MB3217'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3217'STATION IS LOCATED 1.62 KM (1.00 MI) EAST OF INTERSTATE 271, 1.93 KM
 MB3217'(1.20 MI) NORTH OF INTERSTATE 422, IN THE CITY OF ORANGE, AT THE
 MB3217'INTERSECTION OF BRAINARD AND EMERY ROADS.
 MB3217'TO REACH FROM THE INTERSECTION OF INTERSTATE 271 AND CHAGRIN BLVD., GO
 MB3217'EAST FOR 0.64 KM (0.40 MI) ON CHAGRIN BLVD. TO ITS INTERSECTION WITH
 MB3217'BRAINARD ROAD.  TURN RIGHT AND GO SOUTH FOR 3.06 KM (1.90 MI) ON
 MB3217'BRAINARD ROAD TO ITS INTERSECTION WITH EMERY ROAD AND THE STATION.
 MB3217'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 19 CM BELOW THE ROAD
 MB3217'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3217'CENTERLINE--CENTERLINE OF THE INTERSECTION, 9.7 M (31.8 FT) NORTHWEST
 MB3217'OF POLE.309961, 9.39 M (30.8 FT) SOUTHEAST OF THE OM MONUMENT AT THE
 MB3217'NORTHWEST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0196 ***********************************************************************
 MD0196  DESIGNATION -  23 TWO TT
 MD0196  PID         -  MD0196
 MD0196  STATE/COUNTY-  OH/PAULDING
 MD0196  USGS QUAD   -  JUNCTION (1973)
 MD0196
 MD0196                         *CURRENT SURVEY CONTROL
 MD0196  ___________________________________________________________________
 MD0196* NAD 83(1986)-  41 14 17.     (N)    084 29 46.     (W)     SCALED    
 MD0196* NAVD 88     -       218.355  (meters)     716.39   (feet)  POSTED    
 MD0196  ___________________________________________________________________
 MD0196  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 MD0196  DYNAMIC HT  -         218.260 (meters)     716.07  (feet)  COMP
 MD0196  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 MD0196
 MD0196  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0196
 MD0196.The horizontal coordinates were scaled from a topographic map and have
 MD0196.an estimated accuracy of +/- 6 seconds.
 MD0196
 MD0196.The orthometric height was determined by differential leveling
 MD0196.and adjusted by the National Geodetic Survey in 1992..
 MD0196.No vertical observational check was made to the station.
 MD0196.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0196.was located on a no-check spur therefore a value was not computed.
 MD0196
 MD0196.The geoid height was determined by GEOID03.
 MD0196
 MD0196.The dynamic height is computed by dividing the NAVD 88
 MD0196.geopotential number by the normal gravity value computed on the
 MD0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0196.degrees latitude (g = 980.6199 gals.).
 MD0196
 MD0196.The modeled gravity was interpolated from observed gravity values.
 MD0196
 MD0196;                    North         East    Units  Estimated Accuracy
 MD0196;SPC OH N     -   176,410.      432,690.      MT  (+/- 180 meters Scaled)
 MD0196
 MD0196                          SUPERSEDED SURVEY CONTROL
 MD0196
 MD0196  NGVD 29 (??/??/92)  218.527  (m)          716.95   (f) ADJ UNCH    2 0
 MD0196
 MD0196.Superseded values are not recommended for survey control.
 MD0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0196.See file dsdata.txt to determine how the superseded data were derived.
 MD0196
 MD0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL098682(NAD 83)
 MD0196_MARKER: DD = SURVEY DISK
 MD0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0196_STAMPING: TT 23 TWO 1959
 MD0196_MARK LOGO: USGS  
 MD0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0196+STABILITY: SURFACE MOTION
 MD0196
 MD0196  HISTORY     - Date     Condition        Report By
 MD0196  HISTORY     - UNK      MONUMENTED       USGS
 MD0196  HISTORY     - 1963     GOOD             NGS
 MD0196
 MD0196                          STATION DESCRIPTION
 MD0196
 MD0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MD0196'3.3 MI NW FROM JUNCTION.
 MD0196'LOCATED 8.0 MILES WEST OF DEFIANCE AND 3.3 NORTHWEST OF JUNCTION.
 MD0196'TO REACH FROM THE DEFIANCE COUNTY COURTHOUSE, DRIVE 7.0 MILES
 MD0196'WEST ON U.S. HIGHWAY 24 TO LIMBAUGH ROAD 136, TURN LEFT AND GO
 MD0196'1.4 MILES SOUTH, JOG RIGHT ON DEFIANCE-PAULDING COUNTY ROAD 8
 MD0196'FOR 120.0 FEET, TURN LEFT AND GO SOUTH ON EMERALD TOWNSHIP ROAD
 MD0196'139 FOR 1.0 MILE, WHERE MARK IS LOCATED ON RIGHT AT CROSS ROAD
 MD0196'(PAULDING COUNTY ROAD 232).  IT IS 29.0 FEET SOUTH OF THE
 MD0196'CENTERLINE OF PAULDING ROAD 232, 25.0 FEET WEST OF THE CENTERLINE
 MD0196'OF EMERALD TOWNSHIP ROAD 139, 3.5 FEET SOUTHWEST OF POWER POLE
 MD0196'WITH A GUY POLE AND 1.6 FEET EAST OF A WITNESS POST.  A STANDARD
 MD0196'DISK STAMPED TT 23 TWO 1959, SET IN TOP OF A 10 INCH SQUARE
 MD0196'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0316 ***********************************************************************
 JZ0316  DESIGNATION -  2.30
 JZ0316  PID         -  JZ0316
 JZ0316  STATE/COUNTY-  OH/HAMILTON
 JZ0316  USGS QUAD   -  MADEIRA (1988)
 JZ0316
 JZ0316                         *CURRENT SURVEY CONTROL
 JZ0316  ___________________________________________________________________
 JZ0316* NAD 83(1986)-  39 12 39.     (N)    084 20 03.     (W)     SCALED    
 JZ0316* NAVD 88     -       192.801  (meters)     632.55   (feet)  ADJUSTED  
 JZ0316  ___________________________________________________________________
 JZ0316  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ0316  DYNAMIC HT  -         192.680 (meters)     632.15  (feet)  COMP
 JZ0316  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JZ0316
 JZ0316  VERT ORDER  -  FIRST     CLASS II
 JZ0316
 JZ0316.The horizontal coordinates were scaled from a topographic map and have
 JZ0316.an estimated accuracy of +/- 6 seconds.
 JZ0316
 JZ0316.The orthometric height was determined by differential leveling
 JZ0316.and adjusted by the National Geodetic Survey in June 1991..
 JZ0316
 JZ0316.The geoid height was determined by GEOID03.
 JZ0316
 JZ0316.The dynamic height is computed by dividing the NAVD 88
 JZ0316.geopotential number by the normal gravity value computed on the
 JZ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0316.degrees latitude (g = 980.6199 gals.).
 JZ0316
 JZ0316.The modeled gravity was interpolated from observed gravity values.
 JZ0316
 JZ0316;                    North         East    Units  Estimated Accuracy
 JZ0316;SPC OH S     -   136,030.      441,610.      MT  (+/- 180 meters Scaled)
 JZ0316
 JZ0316                          SUPERSEDED SURVEY CONTROL
 JZ0316
 JZ0316  NGVD 29 (??/??/92)  192.977  (m)          633.13   (f) ADJ UNCH    1 2
 JZ0316
 JZ0316.Superseded values are not recommended for survey control.
 JZ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0316.See file dsdata.txt to determine how the superseded data were derived.
 JZ0316
 JZ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ301435(NAD 83)
 JZ0316_MARKER: Q = CHISELED SQUARE
 JZ0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0316_SP_SET: CULVERT
 JZ0316_MARK LOGO: BORR  
 JZ0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0316
 JZ0316  HISTORY     - Date     Condition        Report By
 JZ0316  HISTORY     - UNK      MONUMENTED       BORR
 JZ0316  HISTORY     - 1935     GOOD             NGS
 JZ0316  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0316
 JZ0316                          STATION DESCRIPTION
 JZ0316
 JZ0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JZ0316'2.3 MI NE FROM MADEIRA.
 JZ0316'2.3 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0316'THE STATION AT MADEIRA, HAMILTON COUNTY, 10 YARDS NORTHEAST OF A
 JZ0316'SIGNAL TOWER, AT A CULVERT, ON THE TOP OF THE WEST CORNER OF THE
 JZ0316'SOUTH END, 9 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 JZ0316'TRACK, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A 2-INCH
 JZ0316'OUTLINED SQUARE.
 JZ0316
 JZ0316                          STATION RECOVERY (1984)
 JZ0316
 JZ0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0316'NOT RECOVERED, NO INDICATION OF A 2 INCH OUTLINED SQUARE OR SIGNAL
 JZ0316'TOWER WAS FOUND AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3513 ***********************************************************************
 JZ3513  DESIGNATION -  2320
 JZ3513  PID         -  JZ3513
 JZ3513  STATE/COUNTY-  OH/HAMILTON
 JZ3513  USGS QUAD   -  NEWPORT (1987)
 JZ3513
 JZ3513                         *CURRENT SURVEY CONTROL
 JZ3513  ___________________________________________________________________
 JZ3513* NAD 83(1995)-  39 04 31.19180(N)    084 23 30.69934(W)     ADJUSTED  
 JZ3513* NAVD 88     -       216.540  (meters)     710.43   (feet)  ADJUSTED  
 JZ3513  ___________________________________________________________________
 JZ3513  X           -     484,536.667 (meters)                     COMP
 JZ3513  Y           -  -4,934,469.442 (meters)                     COMP
 JZ3513  Z           -   3,998,927.826 (meters)                     COMP
 JZ3513  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 JZ3513  ELLIP HEIGHT-         182.47  (meters)          (10/07/05) GPS OBS
 JZ3513  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3513  DYNAMIC HT  -         216.404 (meters)     709.99  (feet)  COMP
 JZ3513  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JZ3513
 JZ3513  HORZ ORDER  -  FIRST
 JZ3513  VERT ORDER  -  SECOND    CLASS II
 JZ3513  ELLP ORDER  -  THIRD     CLASS I
 JZ3513
 JZ3513.The horizontal coordinates were established by GPS observations
 JZ3513.and adjusted by the National Geodetic Survey in April 1998..
 JZ3513
 JZ3513.The orthometric height was determined by differential leveling
 JZ3513.and adjusted by the National Geodetic Survey in March 1993..
 JZ3513
 JZ3513.Photographs are available for this station.
 JZ3513
 JZ3513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3513
 JZ3513.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3513
 JZ3513.The ellipsoidal height was determined by GPS observations
 JZ3513.and is referenced to NAD 83.
 JZ3513
 JZ3513.The geoid height was determined by GEOID03.
 JZ3513
 JZ3513.The dynamic height is computed by dividing the NAVD 88
 JZ3513.geopotential number by the normal gravity value computed on the
 JZ3513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3513.degrees latitude (g = 980.6199 gals.).
 JZ3513
 JZ3513.The modeled gravity was interpolated from observed gravity values.
 JZ3513
 JZ3513;                    North         East     Units Scale Factor Converg.
 JZ3513;SPC OH S     -   121,090.771   436,308.913   MT  0.99995037   -1 12 01.5
 JZ3513;SPC KY1Z     - 1,305,193.495 1,617,536.294   MT  1.00012418   +0 50 01.8
 JZ3513;SPC KY1Z     - 4,282,122.32  5,306,866.99   sFT  1.00012418   +0 50 01.8
 JZ3513;SPC KY N     -   174,873.959   487,723.919   MT  1.00001833   -0 05 17.7
 JZ3513;SPC KY N     -   573,732.31  1,600,140.89   sFT  1.00001833   -0 05 17.7
 JZ3513;UTM  16      - 4,328,374.364   725,619.833   MT  1.00022684   +1 38 41.0
 JZ3513
 JZ3513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3513!SPC OH S     -   0.99997137  x   0.99995037  =   0.99992174
 JZ3513!SPC KY1Z     -   0.99997137  x   1.00012418  =   1.00009555
 JZ3513!SPC KY N     -   0.99997137  x   1.00001833  =   0.99998970
 JZ3513!UTM  16      -   0.99997137  x   1.00022684  =   1.00019821
 JZ3513
 JZ3513                          SUPERSEDED SURVEY CONTROL
 JZ3513
 JZ3513  ELLIP H (04/07/03)  182.46   (m)                       GP(       ) 3 1
 JZ3513  ELLIP H (04/01/98)  182.53   (m)                       GP(       ) 4 1
 JZ3513  NAD 83(1995)-  39 04 31.19797(N)    084 23 30.70674(W) AD(       ) 1
 JZ3513  NAD 83(1986)-  39 04 31.19538(N)    084 23 30.70998(W) AD(       ) 1
 JZ3513  NAVD 88 (04/07/03)  216.54   (m)          710.4    (f) LEVELING    3  
 JZ3513  NGVD 29 (08/25/92)  216.721  (m)          711.03   (f) ADJUSTED    2 2
 JZ3513
 JZ3513.Superseded values are not recommended for survey control.
 JZ3513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3513.See file dsdata.txt to determine how the superseded data were derived.
 JZ3513
 JZ3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2562028374(NAD 83)
 JZ3513_MARKER: DB = BENCH MARK DISK
 JZ3513_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3513_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3513_STAMPING: 2320 51
 JZ3513_MARK LOGO: OHDT  
 JZ3513_PROJECTION: FLUSH
 JZ3513_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3513+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 JZ3513
 JZ3513  HISTORY     - Date     Condition        Report By
 JZ3513  HISTORY     - 1951     MONUMENTED       OH1610
 JZ3513  HISTORY     - 19900309 GOOD             WOOLPT
 JZ3513  HISTORY     - 19920124 GOOD             WOOLPT
 JZ3513  HISTORY     - 20020918 GOOD             WOOLPT
 JZ3513
 JZ3513                          STATION DESCRIPTION
 JZ3513
 JZ3513'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3513'STATION IS LOCATED AT THE INTERSECTION OF SALEM AND SUTTON ROADS.
 JZ3513'MARKIS IN THE SOUTHEAST CORNER , 35.0 FEET EAST OF THE CENTERLINE OF
 JZ3513'SUTTON ROAD, 24.4 FEET SOUTH OF THE CENTERLINE SALEM ROAD AND 10.7
 JZ3513'FEET NORTH OF A ROAD SIGN. TO REACH FROM THE FEDERAL BUILDING AT THE
 JZ3513'CORNER OF MAIN AND FIFTH STREETS IN CINCINNATI, GO EAST ON FIFTH 0.32
 JZ3513'MILES TO COLUMBIA PARKWAY, TURN RIGHT AND GO EAST ON COLUMBIA FOR
 JZ3513'3.85 MILES TO DELTA AVENUE, TURNRIGHT ON DELTA AND GO SOUTH FOR 0.1
 JZ3513'MILE TO KELLOGG AVENUE, GO SOUTHEAST ON KELLOGG FOR 2.5 MILES TO
 JZ3513'SALEM ROAD, GO EAST ON SALEM FOR 1.9 MILES TO THE MARK AT THE
 JZ3513'SOUTHEAST CORNER OF SALEM AND SUTTON ROADS.
 JZ3513
 JZ3513                          STATION RECOVERY (1992)
 JZ3513
 JZ3513'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ3513'BENCHMARK 2320 IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION
 JZ3513'OF SALEM AND SUTTON ROADS, IN THE SUBURB OF MT.  WASHINGTON, IN
 JZ3513'CINCINNATI OHIO.  THE MARK IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3513'35.0 FT EAST OF THE CENTERLINE OF SAID SUTTON ROAD, 24.4 FT SOUTH OF
 JZ3513'THE CENTERLINE OF SAID SALEM ROAD AND 10.7 FT NORTH OF A ROAD SIGN.
 JZ3513
 JZ3513                          STATION RECOVERY (2002)
 JZ3513
 JZ3513'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 JZ3513'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JZ3513' 
 JZ3513'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE
 JZ3513'THE HORIZON ARE, A
 JZ3513'LONE TREE APPROXIMATELY 15 FEET SOUTHEAST EXTENDING 50 DEGREES ABOVE
 JZ3513'THE HORIZON, A
 JZ3513'TRAFFIC SIGNAL POLE APPROXIMATELY 6 FEET EAST EXTENDING 70 DEGREES
 JZ3513'ABOVE THE HORIZON,
 JZ3513'AND A LONE TREE APPROXIMATELY 35 FEET SOUTHWEST EXTENDING 15 DEGREES
 JZ3513'ABOVE THE
 JZ3513'HORIZON.
 JZ3513' 
 JZ3513' 
 JZ3513'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0130 ***********************************************************************
 LA0130  DESIGNATION -  234
 LA0130  PID         -  LA0130
 LA0130  STATE/COUNTY-  OH/SHELBY
 LA0130  USGS QUAD   -  PIQUA WEST (1984)
 LA0130
 LA0130                         *CURRENT SURVEY CONTROL
 LA0130  ___________________________________________________________________
 LA0130* NAD 83(1986)-  40 14 56.     (N)    084 21 22.     (W)     SCALED    
 LA0130* NAVD 88     -       292.498  (meters)     959.64   (feet)  ADJUSTED  
 LA0130  ___________________________________________________________________
 LA0130  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LA0130  DYNAMIC HT  -         292.353 (meters)     959.16  (feet)  COMP
 LA0130  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 LA0130
 LA0130  VERT ORDER  -  SECOND    CLASS 0
 LA0130
 LA0130.The horizontal coordinates were scaled from a topographic map and have
 LA0130.an estimated accuracy of +/- 6 seconds.
 LA0130
 LA0130.The orthometric height was determined by differential leveling
 LA0130.and adjusted by the National Geodetic Survey in June 1991..
 LA0130
 LA0130.The geoid height was determined by GEOID03.
 LA0130
 LA0130.The dynamic height is computed by dividing the NAVD 88
 LA0130.geopotential number by the normal gravity value computed on the
 LA0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0130.degrees latitude (g = 980.6199 gals.).
 LA0130
 LA0130.The modeled gravity was interpolated from observed gravity values.
 LA0130
 LA0130;                    North         East    Units  Estimated Accuracy
 LA0130;SPC OH N     -    66,340.      442,080.      MT  (+/- 180 meters Scaled)
 LA0130
 LA0130                          SUPERSEDED SURVEY CONTROL
 LA0130
 LA0130  NGVD 29 (??/??/92)  292.689  (m)          960.26   (f) ADJ UNCH    2 0
 LA0130
 LA0130.Superseded values are not recommended for survey control.
 LA0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0130.See file dsdata.txt to determine how the superseded data were derived.
 LA0130
 LA0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK248587(NAD 83)
 LA0130_MARKER: B = BOLT
 LA0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0130_SP_SET: BRIDGE
 LA0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0130
 LA0130  HISTORY     - Date     Condition        Report By
 LA0130  HISTORY     - UNK      MONUMENTED       PCRR
 LA0130  HISTORY     - 1934     GOOD             NGS
 LA0130
 LA0130                          STATION DESCRIPTION
 LA0130
 LA0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0130'1 MI W FROM HOUSTON.
 LA0130'1.0 MILE WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA0130'LOUIS RAILWAY FROM THE STATION AT HOUSTON, SHELBY COUNTY, 0.4
 LA0130'MILE EAST OF MILEPOST 175, 28 YARDS WEST OF CULVERT 234, IN
 LA0130'THE TOP OF THE NORTHEAST WINGWALL OF A BRIDGE OVER STATE HIGHWAY
 LA0130'48, 8 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2-1/2 FEET LOWER
 LA0130'THAN THE TRACK.  A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2788 ***********************************************************************
 JZ2788  DESIGNATION -  2345
 JZ2788  PID         -  JZ2788
 JZ2788  STATE/COUNTY-  OH/HAMILTON
 JZ2788  USGS QUAD   -  NEWPORT (1987)
 JZ2788
 JZ2788                         *CURRENT SURVEY CONTROL
 JZ2788  ___________________________________________________________________
 JZ2788* NAD 83(1986)-  39 06 27.     (N)    084 29 32.     (W)     SCALED    
 JZ2788* NAVD 88     -       151.518  (meters)     497.11   (feet)  ADJUSTED  
 JZ2788  ___________________________________________________________________
 JZ2788  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2788  DYNAMIC HT  -         151.422 (meters)     496.79  (feet)  COMP
 JZ2788  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JZ2788
 JZ2788  VERT ORDER  -  FIRST     CLASS II
 JZ2788
 JZ2788.The horizontal coordinates were scaled from a topographic map and have
 JZ2788.an estimated accuracy of +/- 6 seconds.
 JZ2788
 JZ2788.The orthometric height was determined by differential leveling
 JZ2788.and adjusted by the National Geodetic Survey in June 1991..
 JZ2788
 JZ2788.The geoid height was determined by GEOID03.
 JZ2788
 JZ2788.The dynamic height is computed by dividing the NAVD 88
 JZ2788.geopotential number by the normal gravity value computed on the
 JZ2788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2788.degrees latitude (g = 980.6199 gals.).
 JZ2788
 JZ2788.The modeled gravity was interpolated from observed gravity values.
 JZ2788
 JZ2788;                    North         East    Units  Estimated Accuracy
 JZ2788;SPC OH S     -   124,850.      427,710.      MT  (+/- 180 meters Scaled)
 JZ2788
 JZ2788                          SUPERSEDED SURVEY CONTROL
 JZ2788
 JZ2788  NGVD 29 (06/03/91)  151.691  (m)          497.67   (f) ADJUSTED    1 2
 JZ2788
 JZ2788.Superseded values are not recommended for survey control.
 JZ2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2788.See file dsdata.txt to determine how the superseded data were derived.
 JZ2788
 JZ2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ168317(NAD 83)
 JZ2788_MARKER: DD = SURVEY DISK
 JZ2788_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2788_SP_SET: SIDEWALK
 JZ2788_STAMPING: 2345
 JZ2788_MARK LOGO: OH1610
 JZ2788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2788
 JZ2788  HISTORY     - Date     Condition        Report By
 JZ2788  HISTORY     - UNK      MONUMENTED       OH1610
 JZ2788  HISTORY     - 1984     GOOD             NGS
 JZ2788  HISTORY     - 20060601 GOOD             GEOCAC
 JZ2788
 JZ2788                          STATION DESCRIPTION
 JZ2788
 JZ2788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JZ2788'IN CINCINNATI.
 JZ2788'IN CINCINNATI, AT THE JUNCTION OF EASTERN AVENUE AND WHITTAKER STREET,
 JZ2788'ACROSS EASTERN AVENUE AND IN LINE WITH THE SOUTHWEST EDGE OF
 JZ2788'WHITTAKER STREET, IN TOP OF THE SIDEWALK RUNNING ALONG A RETAINING
 JZ2788'WALL BETWEEN THE RAILROAD AND EASTERN AVENUE, 0.12 METER (0.4 FT)
 JZ2788'SOUTHEAST OF THE SOUTHEAST CURB OF EASTERN AVENUE, 0.46 METER (1.5 FT)
 JZ2788'NORTHWEST OF THE RETAINING WALL.  NOTE--WHITTAKER STREET IS CLOSED.
 JZ2788'THE MARK IS 0.76 M ABOVE EASTERN AVENUE.
 JZ2788
 JZ2788                          STATION RECOVERY (2006)
 JZ2788
 JZ2788'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ2788'MARK RECOVERED IN GOOD CONDITION. WHITTAKER STREET NO LONGER EXISTS
 JZ2788'DUE TO A LARGE CONDO DEVELOPEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6792 ***********************************************************************
 AI6792  DESIGNATION -  23A
 AI6792  PID         -  AI6792
 AI6792  STATE/COUNTY-  OH/CLINTON
 AI6792  USGS QUAD   -  SABINA (1974)
 AI6792
 AI6792                         *CURRENT SURVEY CONTROL
 AI6792  ___________________________________________________________________
 AI6792* NAD 83(1995)-  39 27 26.55743(N)    083 39 18.30885(W)     ADJUSTED  
 AI6792* NAVD 88     -       337.2    (meters)    1106.     (feet)  GPS OBS   
 AI6792  ___________________________________________________________________
 AI6792  X           -     544,991.506 (meters)                     COMP
 AI6792  Y           -  -4,901,242.881 (meters)                     COMP
 AI6792  Z           -   4,031,844.560 (meters)                     COMP
 AI6792  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 AI6792  ELLIP HEIGHT-         304.70  (meters)          (10/07/05) GPS OBS
 AI6792  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 AI6792
 AI6792  HORZ ORDER  -  FIRST
 AI6792  ELLP ORDER  -  THIRD     CLASS II
 AI6792
 AI6792.The horizontal coordinates were established by GPS observations
 AI6792.and adjusted by the National Geodetic Survey in August 2000..
 AI6792
 AI6792.The orthometric height was determined by GPS observations and a
 AI6792.high-resolution geoid model.
 AI6792
 AI6792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6792
 AI6792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6792
 AI6792.The ellipsoidal height was determined by GPS observations
 AI6792.and is referenced to NAD 83.
 AI6792
 AI6792.The geoid height was determined by GEOID03.
 AI6792
 AI6792;                    North         East     Units Scale Factor Converg.
 AI6792;SPC OH S     -   162,424.148   500,595.469   MT  0.99993672   -0 43 58.5
 AI6792;UTM  17      - 4,370,899.183   271,563.083   MT  1.00024254   -1 41 17.0
 AI6792
 AI6792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6792!SPC OH S     -   0.99995220  x   0.99993672  =   0.99988892
 AI6792!UTM  17      -   0.99995220  x   1.00024254  =   1.00019473
 AI6792
 AI6792|---------------------------------------------------------------------|
 AI6792| PID    Reference Object                     Distance      Geod. Az  |
 AI6792|                                                           dddmmss.s |
 AI6792| AI6762 23                                  340.042 METERS 31949     |
 AI6792|---------------------------------------------------------------------|
 AI6792
 AI6792                          SUPERSEDED SURVEY CONTROL
 AI6792
 AI6792  ELLIP H (08/02/00)  304.72   (m)                       GP(       ) 3 2
 AI6792
 AI6792.Superseded values are not recommended for survey control.
 AI6792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6792.See file dsdata.txt to determine how the superseded data were derived.
 AI6792
 AI6792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7156370899(NAD 83)
 AI6792_MARKER: DD = SURVEY DISK
 AI6792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6792_STAMPING: GPS 23A 2000
 AI6792_MARK LOGO: OH-027
 AI6792_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6792+STABILITY: SURFACE MOTION
 AI6792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6792+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6792
 AI6792  HISTORY     - Date     Condition        Report By
 AI6792  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6792
 AI6792                          STATION DESCRIPTION
 AI6792
 AI6792'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6792'THE STATION IS APPROXIMATELY 9.0 MI (14.5 KM) EAST-NORTHEAST OF
 AI6792'WILMINGTON, 8.75 MI (14.08 KM) SOUTHEAST OF PORT WILLIAM, AND 2.0 MI
 AI6792'(3.2 KM) SOUTHWEST OF SABINA.  THE STATION IS LOCATED ON THE NORTHEAST
 AI6792'SIDE OF STATE ROUTE 72 NEAR THE FENCELINE OF AN OPEN FIELD
 AI6792'APPROXIMATELY 1.5 MI (2.4 KM) SOUTHEAST OF THE INTERSECTION OR US
 AI6792'ROUTE 22/SR 3 AND SR 72.
 AI6792'TO REACH THE STATION FROM THE INTERSECTION WHERE SR 73 BRANCHES TO THE
 AI6792'SOUTHEAST FROM US 22/SR 3/SR 73, PROCEED NORTHEAST ON US 22/SR 3
 AI6792'APPROXIMATELY 6.25 MI (10.06 KM) TO THE JUNCTION OF SR 72.  TURN RIGHT
 AI6792'AND PROCEED SOUTH ALONG SR 72 APPROXIMATLEY 1.5 MI (2.4 KM) TO THE
 AI6792'STATION ON THE LEFT.
 AI6792'THE STATION IS APPROXIMATELY 27.02 M (88.65 FT) NORTHWEST OF A POWER
 AI6792'POLE, 4.7 M (15.4 FT) NORTHEAST OF THE CENTERLINE OF ROUTE 72, 4.01 M
 AI6792'(13.16 FT) SOUTHWEST OF THE FENCE, AND 0.19 M (0.62 FT) SOUTH OF A
 AI6792'CLINTON COUNTY WITNESS POST.  THE STATION IS A STANDARD CLINTON COUNTY
 AI6792'SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS 23A
 AI6792'2000--RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2453 ***********************************************************************
 AB2453  DESIGNATION -  24
 AB2453  PID         -  AB2453
 AB2453  STATE/COUNTY-  OH/ATHENS
 AB2453  USGS QUAD   -  AMESVILLE (1994)
 AB2453
 AB2453                         *CURRENT SURVEY CONTROL
 AB2453  ___________________________________________________________________
 AB2453* NAD 83(1995)-  39 23 48.68894(N)    081 57 46.55087(W)     ADJUSTED  
 AB2453* NAVD 88     -       193.4    (meters)     635.     (feet)  GPS OBS   
 AB2453  ___________________________________________________________________
 AB2453  X           -     690,065.441 (meters)                     COMP
 AB2453  Y           -  -4,887,126.403 (meters)                     COMP
 AB2453  Z           -   4,026,561.922 (meters)                     COMP
 AB2453  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AB2453  ELLIP HEIGHT-         159.15  (meters)          (10/07/05) GPS OBS
 AB2453  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 AB2453
 AB2453  HORZ ORDER  -  FIRST
 AB2453  ELLP ORDER  -  FOURTH    CLASS I
 AB2453
 AB2453.The horizontal coordinates were established by GPS observations
 AB2453.and adjusted by the National Geodetic Survey in April 1998..
 AB2453
 AB2453.The orthometric height was determined by GPS observations and a
 AB2453.high-resolution geoid model.
 AB2453
 AB2453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2453
 AB2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2453
 AB2453.The ellipsoidal height was determined by GPS observations
 AB2453.and is referenced to NAD 83.
 AB2453
 AB2453.The geoid height was determined by GEOID03.
 AB2453
 AB2453;                    North         East     Units Scale Factor Converg.
 AB2453;SPC OH S     -   155,207.308   646,260.123   MT  0.99993593   +0 20 26.8
 AB2453;UTM  17      - 4,361,260.090   417,085.159   MT  0.99968464   -0 36 40.3
 AB2453
 AB2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2453!SPC OH S     -   0.99997503  x   0.99993593  =   0.99991096
 AB2453!UTM  17      -   0.99997503  x   0.99968464  =   0.99965968
 AB2453
 AB2453                          SUPERSEDED SURVEY CONTROL
 AB2453
 AB2453  ELLIP H (04/01/98)  159.16   (m)                       GP(       ) 4 1
 AB2453  NAD 83(1986)-  39 23 48.68996(N)    081 57 46.55757(W) AD(       ) 1
 AB2453
 AB2453.Superseded values are not recommended for survey control.
 AB2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2453.See file dsdata.txt to determine how the superseded data were derived.
 AB2453
 AB2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1708561260(NAD 83)
 AB2453_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2453_STAMPING: 24 1995
 AB2453_MARK LOGO: ATHCE 
 AB2453_PROJECTION: FLUSH
 AB2453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2453+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2453_ROD/PIPE-DEPTH: 1    meters
 AB2453
 AB2453  HISTORY     - Date     Condition        Report By
 AB2453  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2453
 AB2453                          STATION DESCRIPTION
 AB2453
 AB2453'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2453'IN ATHENS COUNTY, OHIO, AMES TOWNSHIP, STATION IS LOCATED IN NORTH R/W
 AB2453'OF S.R.  550 BETWEEN THE TWO ENTRANCES TO AMESVILLE (MUDSOCK)
 AB2453'CEMETARY.  SET 32 FT.NORTHEAST OF A DO NOT PASS - RD.  SIGN AND 41.5
 AB2453'FT.SOUTH OF A TELEPHONE POLE IN THE NORTH R/W AND WEST OF THE EAST
 AB2453'ENTRANCE.  STATION IS FLUSH WITH THE GROUND.  A STATION SKETCH IS
 AB2453'AVAILABLE THROUGH THE ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6763 ***********************************************************************
 AI6763  DESIGNATION -  24
 AI6763  PID         -  AI6763
 AI6763  STATE/COUNTY-  OH/CLINTON
 AI6763  USGS QUAD   -  SABINA (1974)
 AI6763
 AI6763                         *CURRENT SURVEY CONTROL
 AI6763  ___________________________________________________________________
 AI6763* NAD 83(1995)-  39 29 27.91018(N)    083 38 28.94815(W)     ADJUSTED  
 AI6763* NAVD 88     -       317.9    (meters)    1043.     (feet)  GPS OBS   
 AI6763  ___________________________________________________________________
 AI6763  X           -     545,899.233 (meters)                     COMP
 AI6763  Y           -  -4,898,732.840 (meters)                     COMP
 AI6763  Z           -   4,034,721.366 (meters)                     COMP
 AI6763  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 AI6763  ELLIP HEIGHT-         285.46  (meters)          (10/07/05) GPS OBS
 AI6763  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 AI6763
 AI6763  HORZ ORDER  -  FIRST
 AI6763  ELLP ORDER  -  THIRD     CLASS II
 AI6763
 AI6763.The horizontal coordinates were established by GPS observations
 AI6763.and adjusted by the National Geodetic Survey in August 2000..
 AI6763
 AI6763.The orthometric height was determined by GPS observations and a
 AI6763.high-resolution geoid model.
 AI6763
 AI6763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6763
 AI6763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6763
 AI6763.The ellipsoidal height was determined by GPS observations
 AI6763.and is referenced to NAD 83.
 AI6763
 AI6763.The geoid height was determined by GEOID03.
 AI6763
 AI6763;                    North         East     Units Scale Factor Converg.
 AI6763;SPC OH S     -   166,151.146   501,822.677   MT  0.99993764   -0 43 27.2
 AI6763;UTM  17      - 4,374,606.312   272,852.674   MT  1.00023530   -1 40 49.9
 AI6763
 AI6763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6763!SPC OH S     -   0.99995522  x   0.99993764  =   0.99989286
 AI6763!UTM  17      -   0.99995522  x   1.00023530  =   1.00019051
 AI6763
 AI6763|---------------------------------------------------------------------|
 AI6763| PID    Reference Object                     Distance      Geod. Az  |
 AI6763|                                                           dddmmss.s |
 AI6763| AI6793 24A                                 349.646 METERS 07228     |
 AI6763|---------------------------------------------------------------------|
 AI6763
 AI6763                          SUPERSEDED SURVEY CONTROL
 AI6763
 AI6763  ELLIP H (08/02/00)  285.48   (m)                       GP(       ) 3 2
 AI6763
 AI6763.Superseded values are not recommended for survey control.
 AI6763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6763.See file dsdata.txt to determine how the superseded data were derived.
 AI6763
 AI6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7285374606(NAD 83)
 AI6763_MARKER: DD = SURVEY DISK
 AI6763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6763_STAMPING: GPS 24 2000
 AI6763_MARK LOGO: OH-027
 AI6763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6763+STABILITY: SURFACE MOTION
 AI6763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6763+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6763
 AI6763  HISTORY     - Date     Condition        Report By
 AI6763  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6763
 AI6763                          STATION DESCRIPTION
 AI6763
 AI6763'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6763'THE STATION IS APPROXIMATELY 11.75 MI (18.91 KM) NORTH-NORTHEAST OF
 AI6763'NEW VIENNA, 10.5 MI (16.9 KM) NORTHEAST OF WILMINGTON,8.8 MI SOUTHEAST
 AI6763'OF PORT WILLIAM, AND IS IN THE TOWN OF SABINA.  THE STATION IS IN THE
 AI6763'SOUTHEAST QUADRANT AT THE INTERSECTION OF NORTH COLLEGE STREET AND
 AI6763'MOUND STREET.
 AI6763'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 22/STATE ROUTE
 AI6763'3 AND STATE ROUTE 729, PROCEED NORTH ON SR 729 FOR APPROXIMATELY 0.3
 AI6763'MI (0.5 KM) OVER THE RAILROAD TRACKS TO W.  MOUND STREET ON THE LEFT.
 AI6763'TURN LEFT AND HEAD WEST APPROXIMATELY 0.4 MI (0.6 KM) TO A
 AI6763'T-INTERSECTION INTO N.  COLLEGE ST AND THE STATION ON THE LEFT.
 AI6763'THE STATION IS APPROXIMATELY 67.27 FT (20.50 M) NORTH OF THE NORTH
 AI6763'RAIL OF THE RAILROAD TRACKS, 43.95 FT (13.40 M) EAST OF THE CENTERLINE
 AI6763'OF N.  COLLEGE STREET, AND 39.18 SOUTH OF THE CENTERLINE OF MOUND
 AI6763'STREET.  THE STATION IS A STANDARD CLINTON COUNTY DISK SET IN A ROUND
 AI6763'CONCRETE MONUMENT AND STAMPED--GPS 24 2000--RECESSED 0.2 FT (6.1 CM)
 AI6763'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7166 ***********************************************************************
 DG7166  DESIGNATION -  24 1109
 DG7166  PID         -  DG7166
 DG7166  STATE/COUNTY-  OH/DEFIANCE
 DG7166  USGS QUAD   -  DEFIANCE WEST (1977)
 DG7166
 DG7166                         *CURRENT SURVEY CONTROL
 DG7166  ___________________________________________________________________
 DG7166* NAD 83(1995)-  41 16 31.32804(N)    084 24 44.51083(W)     ADJUSTED  
 DG7166* NAVD 88     -       215.4    (meters)     707.     (feet)  GPS OBS   
 DG7166  ___________________________________________________________________
 DG7166  X           -     467,426.275 (meters)                     COMP
 DG7166  Y           -  -4,777,797.985 (meters)                     COMP
 DG7166  Z           -   4,185,574.484 (meters)                     COMP
 DG7166  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 DG7166  ELLIP HEIGHT-         181.02  (meters)          (09/23/04) GPS OBS
 DG7166  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DG7166
 DG7166  HORZ ORDER  -  B
 DG7166  ELLP ORDER  -  FOURTH    CLASS I
 DG7166
 DG7166.This is a reference station for the DEFIANCE
 DG7166.National Continuously Operating Reference Station (DEFI).
 DG7166
 DG7166.The horizontal coordinates were established by GPS observations
 DG7166.and adjusted by the National Geodetic Survey in September 2004..
 DG7166
 DG7166.The orthometric height was determined by GPS observations and a
 DG7166.high-resolution geoid model.
 DG7166
 DG7166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7166
 DG7166.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7166
 DG7166.The ellipsoidal height was determined by GPS observations
 DG7166.and is referenced to NAD 83.
 DG7166
 DG7166.The geoid height was determined by GEOID03.
 DG7166
 DG7166;                    North         East     Units Scale Factor Converg.
 DG7166;SPC OH N     -   180,397.278   439,795.933   MT  0.99994569   -1 15 22.8
 DG7166;UTM  16      - 4,572,555.975   716,725.578   MT  1.00017809   +1 42 27.6
 DG7166
 DG7166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7166!SPC OH N     -   0.99997161  x   0.99994569  =   0.99991730
 DG7166!UTM  16      -   0.99997161  x   1.00017809  =   1.00014969
 DG7166
 DG7166                          SUPERSEDED SURVEY CONTROL
 DG7166
 DG7166.No superseded survey control is available for this station.
 DG7166
 DG7166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1672672556(NAD 83)
 DG7166_MARKER: I = METAL ROD
 DG7166_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7166_STAMPING: 24 1109
 DG7166_MARK LOGO: LOCSUR
 DG7166_PROJECTION: RECESSED 5 CENTIMETERS
 DG7166_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7166+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7166_ROD/PIPE-DEPTH:  7.0 meters
 DG7166
 DG7166  HISTORY     - Date     Condition        Report By
 DG7166  HISTORY     - 2003     MONUMENTED       LOCSUR
 DG7166
 DG7166                          STATION DESCRIPTION
 DG7166
 DG7166'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (JAS)
 DG7166'THE STATION IS LOCATED IN FRONT OF THE OHIO DEPARTMENT OF
 DG7166'TRANSPORTATION DEFIANCE  COUNTY GARAGE.
 DG7166' 
 DG7166'TO REACH FROM THE INTERSECTION OF US ROUTE 24 AND OHIO ROUTE 424 ON
 DG7166'THE WEST SIDE OF  DEFIANCE, GO EAST ON OHIO ROUTE 424 FOR 0.3 MILES
 DG7166'(0.5 KM).  STATION IS LOCATED ON LEFT  (NORTH) SIDE OF HIGHWAY IN
 DG7166'FRONT OF ODOT FACILITY.
 DG7166' 
 DG7166'STATION IS 30 FEET NORTH OF CENTERLINE OF OF ROUTE 424 AND 205 FEET
 DG7166'EAST OF CENTERLINE OF  ACCESS DRIVE TO ODOT FACILITY.  STATION IS A
 DG7166'3/4-INCH ALUMINUM  ROD DRIVEN TO REFUSAL,  ACCESS TO POINT IS THROUGH
 DG7166'6 INCH LOGO CAP STAMPED ---24 1109---.  THERE IS NO AGENCY LOGO  OR
 DG7166'IDENTIFIER.  NOTE--THIS IS A CORS SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0764 ***********************************************************************
 MC0764  DESIGNATION -  24 B 9
 MC0764  PID         -  MC0764
 MC0764  STATE/COUNTY-  OH/LUCAS
 MC0764  USGS QUAD   -  TOLEDO (1980)
 MC0764
 MC0764                         *CURRENT SURVEY CONTROL
 MC0764  ___________________________________________________________________
 MC0764* NAD 83(1986)-  41 37 59.     (N)    083 36 50.     (W)     SCALED    
 MC0764* NAVD 88     -       190.945  (meters)     626.46   (feet)  ADJUSTED  
 MC0764  ___________________________________________________________________
 MC0764  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC0764  DYNAMIC HT  -         190.871 (meters)     626.22  (feet)  COMP
 MC0764  MODELED GRAV-     980,229.3   (mgal)                       NAVD 88
 MC0764
 MC0764  VERT ORDER  -  SECOND    CLASS 0
 MC0764
 MC0764.The horizontal coordinates were scaled from a topographic map and have
 MC0764.an estimated accuracy of +/- 6 seconds.
 MC0764
 MC0764.The orthometric height was determined by differential leveling
 MC0764.and adjusted by the National Geodetic Survey in June 1991..
 MC0764
 MC0764.The geoid height was determined by GEOID03.
 MC0764
 MC0764.The dynamic height is computed by dividing the NAVD 88
 MC0764.geopotential number by the normal gravity value computed on the
 MC0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0764.degrees latitude (g = 980.6199 gals.).
 MC0764
 MC0764.The modeled gravity was interpolated from observed gravity values.
 MC0764
 MC0764;                    North         East    Units  Estimated Accuracy
 MC0764;SPC OH N     -   218,960.      507,190.      MT  (+/- 180 meters Scaled)
 MC0764
 MC0764                          SUPERSEDED SURVEY CONTROL
 MC0764
 MC0764  NGVD 29 (??/??/92)  191.143  (m)          627.11   (f) ADJ UNCH    2 0
 MC0764
 MC0764.Superseded values are not recommended for survey control.
 MC0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0764.See file dsdata.txt to determine how the superseded data were derived.
 MC0764
 MC0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG822123(NAD 83)
 MC0764_MARKER: B = BOLT
 MC0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0764_SP_SET: SIGNAL BASE
 MC0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0764
 MC0764  HISTORY     - Date     Condition        Report By
 MC0764  HISTORY     - UNK      MONUMENTED       CGS
 MC0764  HISTORY     - 1955     GOOD             NGS
 MC0764
 MC0764                          STATION DESCRIPTION
 MC0764
 MC0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MC0764'AT TOLEDO.
 MC0764'AT TOLEDO, LUCAS COUNTY, ON THE NEW YORK CENTRAL RAILROAD 1.1
 MC0764'MILES WEST OF THE BRIDGE OVER FEARING STREET, 7 FEET S OF THE S
 MC0764'RAIL, 9.4 FEET N OF THE N RAIL OF A SPUR TRACK.  TOP OF NW BOLT
 MC0764'IN CONCRETE BASE OF RR SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7224 ***********************************************************************
 DF7224  DESIGNATION -  24 CWL
 DF7224  PID         -  DF7224
 DF7224  STATE/COUNTY-  OH/MEDINA
 DF7224  USGS QUAD   -  MALLET CREEK (1994)
 DF7224
 DF7224                         *CURRENT SURVEY CONTROL
 DF7224  ___________________________________________________________________
 DF7224* NAD 83(1995)-  41 13 58.53604(N)    081 52 41.52299(W)     ADJUSTED  
 DF7224* NAVD 88     -       302.0    (meters)     991.     (feet)  GPS OBS   
 DF7224  ___________________________________________________________________
 DF7224  X           -     678,668.227 (meters)                     COMP
 DF7224  Y           -  -4,755,600.143 (meters)                     COMP
 DF7224  Z           -   4,182,088.217 (meters)                     COMP
 DF7224  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 DF7224  ELLIP HEIGHT-         268.21  (meters)          (10/07/05) GPS OBS
 DF7224  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DF7224
 DF7224  HORZ ORDER  -  FIRST
 DF7224  ELLP ORDER  -  FOURTH    CLASS II
 DF7224
 DF7224.The horizontal coordinates were established by GPS observations
 DF7224.and adjusted by the TERRASURV in August 2003..
 DF7224
 DF7224.The orthometric height was determined by GPS observations and a
 DF7224.high-resolution geoid model.
 DF7224
 DF7224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7224
 DF7224.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7224
 DF7224.The ellipsoidal height was determined by GPS observations
 DF7224.and is referenced to NAD 83.
 DF7224
 DF7224.The geoid height was determined by GEOID03.
 DF7224
 DF7224;                    North         East     Units Scale Factor Converg.
 DF7224;SPC OH N     -   174,113.305   652,127.184   MT  0.99994329   +0 24 30.6
 DF7224;UTM  17      - 4,564,986.440   426,402.206   MT  0.99966666   -0 34 43.9
 DF7224
 DF7224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7224!SPC OH N     -   0.99995793  x   0.99994329  =   0.99990122
 DF7224!UTM  17      -   0.99995793  x   0.99966666  =   0.99962461
 DF7224
 DF7224                          SUPERSEDED SURVEY CONTROL
 DF7224
 DF7224  ELLIP H (08/20/03)  268.23   (m)                       GP(       ) 4 2
 DF7224
 DF7224.Superseded values are not recommended for survey control.
 DF7224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7224.See file dsdata.txt to determine how the superseded data were derived.
 DF7224
 DF7224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2640264986(NAD 83)
 DF7224_MARKER: DB = BENCH MARK DISK
 DF7224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7224_STAMPING: CWL 24 1952 TT
 DF7224_MARK LOGO: USGS  
 DF7224_PROJECTION: PROJECTING 13 CENTIMETERS
 DF7224_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF7224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7224+STABILITY: SURFACE MOTION
 DF7224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7224+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DF7224
 DF7224  HISTORY     - Date     Condition        Report By
 DF7224  HISTORY     - 1952     MONUMENTED       USGS
 DF7224  HISTORY     - 2000     SEE DESCRIPTION  OH-103
 DF7224
 DF7224                          STATION DESCRIPTION
 DF7224
 DF7224'DESCRIBED BY MEDINA COUNTY OHIO 2000 (MAJ)
 DF7224'DESCRIBED BY MEDINA COUNTY SANITARY ENGINEER 2000
 DF7224'STATION IS LOCATED ABOUT 1.9 MI WEST OF BRUNSWICK CITY, MEDINA
 DF7224'COUNTY, OHIO, BRUNSWICK HILLS TOWNSHIP, TRACT 1, LOT 11, IN FRONT OF
 DF7224'1539 MARKS ROAD. OWNERSHIP--ROAD RIGHT-OF-WAY.
 DF7224' 
 DF7224'TO REACH FROM THE INTERSECTION OF INTERSTATE 71 AND S.R. 303 IN
 DF7224'BRUNSWICK, GO WEST ON S.R. 303 3.1 MI TO ITS INTERSECTION WITH
 DF7224'COUNTY ROAD 22 (MARKS ROAD), TURN LEFT AND GO SOUTH ON MARKS
 DF7224'ROAD 0.3 MI TO THE STATION ON THE LEFT.
 DF7224' 
 DF7224'THE STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY BENCHMARK
 DF7224'DISK STAMPED --CWL 24 1952 TT-- SET IN A 6 IN DIA CONCRETE MONUMENT,
 DF7224'APPROXIMATELY 5 INCHES ABOVE THE GROUND SURFACE.  STATION IS 25.8
 DF7224'FT EAST OF MARKS ROAD, 25.5 FT SOUTH OF A GRAVEL DRIVE TO HOUSE
 DF7224'1539, 3.0 FT NORTH OF AN UNMARKED POLE, AND 0.07 FT WEST OF A METAL
 DF7224'WITNESS POST.
 DF7224' 
 DF7224'NO REFERENCE MARKS OR AZIMUTH MARKS WERE SET FOR THIS STATION.
 DF7224' 
 DF7224'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3218 ***********************************************************************
 MB3218  DESIGNATION -  24 H
 MB3218  PID         -  MB3218
 MB3218  STATE/COUNTY-  OH/CUYAHOGA
 MB3218  USGS QUAD   -  CHAGRIN FALLS (1984)
 MB3218
 MB3218                         *CURRENT SURVEY CONTROL
 MB3218  ___________________________________________________________________
 MB3218* NAD 83(1995)-  41 27 23.06519(N)    081 24 12.85259(W)     ADJUSTED  
 MB3218* NAVD 88     -       240.2    (meters)     788.     (feet)  VERTCON   
 MB3218  ___________________________________________________________________
 MB3218  X           -     715,581.484 (meters)                     COMP
 MB3218  Y           -  -4,733,556.940 (meters)                     COMP
 MB3218  Z           -   4,200,681.433 (meters)                     COMP
 MB3218  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 MB3218  ELLIP HEIGHT-         206.21  (meters)          (10/07/05) GPS OBS
 MB3218  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MB3218
 MB3218  HORZ ORDER  -  FIRST
 MB3218  ELLP ORDER  -  FOURTH    CLASS I
 MB3218
 MB3218.The horizontal coordinates were established by GPS observations
 MB3218.and adjusted by the National Geodetic Survey in April 1998..
 MB3218
 MB3218.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3218
 MB3218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3218
 MB3218.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3218
 MB3218.The ellipsoidal height was determined by GPS observations
 MB3218.and is referenced to NAD 83.
 MB3218
 MB3218.The geoid height was determined by GEOID03.
 MB3218
 MB3218;                    North         East     Units Scale Factor Converg.
 MB3218;SPC OH N     -   199,321.938   691,603.172   MT  0.99996211   +0 43 13.1
 MB3218;UTM  17      - 4,589,503.172   466,294.303   MT  0.99961398   -0 16 01.9
 MB3218
 MB3218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3218!SPC OH N     -   0.99996766  x   0.99996211  =   0.99992977
 MB3218!UTM  17      -   0.99996766  x   0.99961398  =   0.99958165
 MB3218
 MB3218                          SUPERSEDED SURVEY CONTROL
 MB3218
 MB3218  ELLIP H (04/01/98)  206.24   (m)                       GP(       ) 4 1
 MB3218  NAD 83(1986)-  41 27 23.07581(N)    081 24 12.85284(W) AD(       ) 1
 MB3218  NGVD 29 (11/06/91)  240.4    (m)          789.     (f) GPS OBS        
 MB3218
 MB3218.Superseded values are not recommended for survey control.
 MB3218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3218.See file dsdata.txt to determine how the superseded data were derived.
 MB3218
 MB3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6629489503(NAD 83)
 MB3218_MARKER: I = METAL ROD
 MB3218_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3218_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3218_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3218+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3218
 MB3218  HISTORY     - Date     Condition        Report By
 MB3218  HISTORY     - UNK      MONUMENTED
 MB3218  HISTORY     - 19900326 GOOD             AEROS
 MB3218
 MB3218                          STATION DESCRIPTION
 MB3218
 MB3218'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3218'STATION IS LOCATED 2.58 KM (1.60 MI) WEST OF THE CUYAHOGA COUNTY LINE,
 MB3218'2.42 KM (1.50 MI) SOUTH OF INGALLS AIRPORT, IN THE TOWNSHIP OF CHAGRIN
 MB3218'FALLS, AT THE INTERSECTION OF WOODLAND AND FALLS ROADS.
 MB3218'TO REACH FROM THE INTERSECTION OF INTERSTATE 271 AND CHAGRIN BLVD., GO
 MB3218'EAST FOR 2.10 KM (1.30 MI) ON CHAGRIN BLVD. TO A TRAFFIC CIRCLE,
 MB3218'CONTINUE EAST FOR 1.45 KM (0.90 MI) ON PINETREE ROAD TO SOUTH WOODLAND
 MB3218'ROAD.  TURN RIGHT AND GO SOUTH AND EAST FOR 3.88 KM (2.40 MI) ON SOUTH
 MB3218'WOODLAND ROAD TO ITS INTERSECTION WITH FALLS ROAD AND THE STATION.
 MB3218'STATION IS A 1.5 CM DIAMETER IRON ROD RECESSED 26.5 CM BELOW THE ROAD
 MB3218'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE P.I. OF
 MB3218'CURVE OF WOODLAND ROAD, 4.51 M (14.8 FT) EAST OF THE WEST EDGE OF
 MB3218'PAVEMENT, 2.43 M (8.0 FT) WEST OF THE CENTERLINE OF FALLS ROAD, 5.51 M
 MB3218'(18.1 FT) NORTH OF THE MONUMENT BOX ON THE CENTERLINE OF FALLS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2780 ***********************************************************************
 JZ2780  DESIGNATION -  2412
 JZ2780  PID         -  JZ2780
 JZ2780  STATE/COUNTY-  OH/HAMILTON
 JZ2780  USGS QUAD   -  MADEIRA (1988)
 JZ2780
 JZ2780                         *CURRENT SURVEY CONTROL
 JZ2780  ___________________________________________________________________
 JZ2780* NAD 83(1986)-  39 08 23.     (N)    084 20 32.     (W)     SCALED    
 JZ2780* NAVD 88     -       153.989  (meters)     505.21   (feet)  ADJUSTED  
 JZ2780  ___________________________________________________________________
 JZ2780  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ2780  DYNAMIC HT  -         153.892 (meters)     504.89  (feet)  COMP
 JZ2780  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 JZ2780
 JZ2780  VERT ORDER  -  FIRST     CLASS II
 JZ2780
 JZ2780.The horizontal coordinates were scaled from a topographic map and have
 JZ2780.an estimated accuracy of +/- 6 seconds.
 JZ2780
 JZ2780.The orthometric height was determined by differential leveling
 JZ2780.and adjusted by the National Geodetic Survey in June 1991..
 JZ2780
 JZ2780.The geoid height was determined by GEOID03.
 JZ2780
 JZ2780.The dynamic height is computed by dividing the NAVD 88
 JZ2780.geopotential number by the normal gravity value computed on the
 JZ2780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2780.degrees latitude (g = 980.6199 gals.).
 JZ2780
 JZ2780.The modeled gravity was interpolated from observed gravity values.
 JZ2780
 JZ2780;                    North         East    Units  Estimated Accuracy
 JZ2780;SPC OH S     -   128,150.      440,750.      MT  (+/- 180 meters Scaled)
 JZ2780
 JZ2780                          SUPERSEDED SURVEY CONTROL
 JZ2780
 JZ2780  NGVD 29 (06/03/91)  154.167  (m)          505.80   (f) ADJUSTED    1 2
 JZ2780
 JZ2780.Superseded values are not recommended for survey control.
 JZ2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2780.See file dsdata.txt to determine how the superseded data were derived.
 JZ2780
 JZ2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ297356(NAD 83)
 JZ2780_MARKER: DD = SURVEY DISK
 JZ2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2780_SP_SET: CONCRETE POST
 JZ2780_STAMPING: 2412
 JZ2780_MARK LOGO: OH1610
 JZ2780_PROJECTION: FLUSH
 JZ2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2780+STABILITY: SURFACE MOTION
 JZ2780
 JZ2780  HISTORY     - Date     Condition        Report By
 JZ2780  HISTORY     - 1951     MONUMENTED       OH1610
 JZ2780  HISTORY     - 1985     GOOD             NGS
 JZ2780
 JZ2780                          STATION DESCRIPTION
 JZ2780
 JZ2780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JZ2780'2.4 KM (1.5 MI) EAST FROM MARIEMONT.
 JZ2780'2.4 KM (1.55 MI) EAST ALONG U.S. HIGHWAY 50 FROM THE ERNEST I. MILLER
 JZ2780'MEMORIAL BRANCH LIBRARY IN MARIEMONT TO THE MARK ON THE RIGHT.
 JZ2780'9.4 METERS (30.7 FT) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 50,
 JZ2780'22.7 METERS (74.6 FT) NORTHEAST OF A STEEL SIGN POST WITH A SIGN
 JZ2780'ATTACHED (AVOCA PARK), 7.5 METERS (24.5 FT) NORTH OF POWER POLE NO.
 JZ2780'H158054RE AND 1.2 METERS (4.1 FT) SOUTHEAST OF THE SOUTHEAST
 JZ2780'EDGE OF A SIDEWALK.
 JZ2780'THE MARK IS 0.24 METERS  SW FROM  A WITNESS POST
 JZ2780'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2778 ***********************************************************************
 JZ2778  DESIGNATION -  2416
 JZ2778  PID         -  JZ2778
 JZ2778  STATE/COUNTY-  OH/HAMILTON
 JZ2778  USGS QUAD   -  MADEIRA (1988)
 JZ2778
 JZ2778                         *CURRENT SURVEY CONTROL
 JZ2778  ___________________________________________________________________
 JZ2778* NAD 83(1986)-  39 09 23.     (N)    084 19 12.     (W)     SCALED    
 JZ2778* NAVD 88     -       162.967  (meters)     534.67   (feet)  ADJUSTED  
 JZ2778  ___________________________________________________________________
 JZ2778  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2778  DYNAMIC HT  -         162.865 (meters)     534.33  (feet)  COMP
 JZ2778  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JZ2778
 JZ2778  VERT ORDER  -  FIRST     CLASS II
 JZ2778
 JZ2778.The horizontal coordinates were scaled from a topographic map and have
 JZ2778.an estimated accuracy of +/- 6 seconds.
 JZ2778
 JZ2778.The orthometric height was determined by differential leveling
 JZ2778.and adjusted by the National Geodetic Survey in June 1991..
 JZ2778
 JZ2778.The geoid height was determined by GEOID03.
 JZ2778
 JZ2778.The dynamic height is computed by dividing the NAVD 88
 JZ2778.geopotential number by the normal gravity value computed on the
 JZ2778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2778.degrees latitude (g = 980.6199 gals.).
 JZ2778
 JZ2778.The modeled gravity was interpolated from observed gravity values.
 JZ2778
 JZ2778;                    North         East    Units  Estimated Accuracy
 JZ2778;SPC OH S     -   129,960.      442,710.      MT  (+/- 180 meters Scaled)
 JZ2778
 JZ2778                          SUPERSEDED SURVEY CONTROL
 JZ2778
 JZ2778  NGVD 29 (06/03/91)  163.146  (m)          535.25   (f) ADJUSTED    1 2
 JZ2778
 JZ2778.Superseded values are not recommended for survey control.
 JZ2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2778.See file dsdata.txt to determine how the superseded data were derived.
 JZ2778
 JZ2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ315375(NAD 83)
 JZ2778_MARKER: DD = SURVEY DISK
 JZ2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2778_SP_SET: CONCRETE POST
 JZ2778_STAMPING: 2416 1951
 JZ2778_MARK LOGO: OH1610
 JZ2778_PROJECTION: FLUSH
 JZ2778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2778+STABILITY: SURFACE MOTION
 JZ2778
 JZ2778  HISTORY     - Date     Condition        Report By
 JZ2778  HISTORY     - 1951     MONUMENTED       OH1610
 JZ2778  HISTORY     - 1984     GOOD             NGS
 JZ2778
 JZ2778                          STATION DESCRIPTION
 JZ2778
 JZ2778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JZ2778'IN TERRACE PARK.
 JZ2778'IN TERRACE PARK AT THE JUNCTION OF U.S. HIGHWAY 50 AND ELM ROAD.  7.74
 JZ2778'METERS (25.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 12.10
 JZ2778'METERS 39.7 FT) SOUTH OF THE CENTERLINE OF ELM ROAD.
 JZ2778'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2784 ***********************************************************************
 JZ2784  DESIGNATION -  2424
 JZ2784  PID         -  JZ2784
 JZ2784  STATE/COUNTY-  OH/HAMILTON
 JZ2784  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ2784
 JZ2784                         *CURRENT SURVEY CONTROL
 JZ2784  ___________________________________________________________________
 JZ2784* NAD 83(1986)-  39 09 08.     (N)    084 22 48.     (W)     SCALED    
 JZ2784* NAVD 88     -       178.674  (meters)     586.20   (feet)  ADJUSTED  
 JZ2784  ___________________________________________________________________
 JZ2784  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ2784  DYNAMIC HT  -         178.560 (meters)     585.83  (feet)  COMP
 JZ2784  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JZ2784
 JZ2784  VERT ORDER  -  FIRST     CLASS II
 JZ2784
 JZ2784.The horizontal coordinates were scaled from a topographic map and have
 JZ2784.an estimated accuracy of +/- 6 seconds.
 JZ2784
 JZ2784.The orthometric height was determined by differential leveling
 JZ2784.and adjusted by the National Geodetic Survey in June 1991..
 JZ2784
 JZ2784.The geoid height was determined by GEOID03.
 JZ2784
 JZ2784.The dynamic height is computed by dividing the NAVD 88
 JZ2784.geopotential number by the normal gravity value computed on the
 JZ2784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2784.degrees latitude (g = 980.6199 gals.).
 JZ2784
 JZ2784.The modeled gravity was interpolated from observed gravity values.
 JZ2784
 JZ2784;                    North         East    Units  Estimated Accuracy
 JZ2784;SPC OH S     -   129,600.      437,510.      MT  (+/- 180 meters Scaled)
 JZ2784
 JZ2784                          SUPERSEDED SURVEY CONTROL
 JZ2784
 JZ2784  NGVD 29 (06/03/91)  178.848  (m)          586.77   (f) ADJUSTED    1 2
 JZ2784
 JZ2784.Superseded values are not recommended for survey control.
 JZ2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2784.See file dsdata.txt to determine how the superseded data were derived.
 JZ2784
 JZ2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ264369(NAD 83)
 JZ2784_MARKER: DD = SURVEY DISK
 JZ2784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2784_SP_SET: CONCRETE POST
 JZ2784_STAMPING: 2424 1951
 JZ2784_MARK LOGO: OH1610
 JZ2784_PROJECTION: FLUSH
 JZ2784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2784+STABILITY: SURFACE MOTION
 JZ2784
 JZ2784  HISTORY     - Date     Condition        Report By
 JZ2784  HISTORY     - 1951     MONUMENTED       OH1610
 JZ2784  HISTORY     - 1984     GOOD             NGS
 JZ2784  HISTORY     - 19950905 GOOD             USPSQD
 JZ2784
 JZ2784                          STATION DESCRIPTION
 JZ2784
 JZ2784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JZ2784'IN MADISONVILLE.
 JZ2784'IN MADISONVILLE AT THE INTERSECTION OF PLAINVILLE ROAD AND BRITTON
 JZ2784'AVENUE IN THE NORTHWEST ANGLE, AT THE SOUTHEAST CORNER OF A LAWN
 JZ2784'OF A TWO STORY BRICK HOUSE NO. 4415.  9.14 METERS (30.0 FT) WEST OF
 JZ2784'THE CENTERLINE OF PLAINVILLE ROAD AND 7.31 METERS (24.0 FT) NORTH OF
 JZ2784'THE CENTERLINE OF BRITTON AVENUE.
 JZ2784'THE MARK IS 0.18 M ABOVE PLAINVILLE ROAD..
 JZ2784
 JZ2784                          STATION RECOVERY (1995)
 JZ2784
 JZ2784'RECOVERY NOTE BY US POWER SQUADRON 1995
 JZ2784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1807 ***********************************************************************
 MB1807  DESIGNATION -  243
 MB1807  PID         -  MB1807
 MB1807  STATE/COUNTY-  OH/CUYAHOGA
 MB1807  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1807
 MB1807                         *CURRENT SURVEY CONTROL
 MB1807  ___________________________________________________________________
 MB1807* NAD 83(1986)-  41 23 41.     (N)    081 32 21.     (W)     SCALED    
 MB1807* NAVD 88     -       289.441  (meters)     949.61   (feet)  ADJUSTED  
 MB1807  ___________________________________________________________________
 MB1807  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MB1807  DYNAMIC HT  -         289.320 (meters)     949.21  (feet)  COMP
 MB1807  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 MB1807
 MB1807  VERT ORDER  -  FIRST     CLASS II
 MB1807
 MB1807.The horizontal coordinates were scaled from a topographic map and have
 MB1807.an estimated accuracy of +/- 6 seconds.
 MB1807
 MB1807.The orthometric height was determined by differential leveling
 MB1807.and adjusted by the National Geodetic Survey in June 1991..
 MB1807
 MB1807.The geoid height was determined by GEOID03.
 MB1807
 MB1807.The dynamic height is computed by dividing the NAVD 88
 MB1807.geopotential number by the normal gravity value computed on the
 MB1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1807.degrees latitude (g = 980.6199 gals.).
 MB1807
 MB1807.The modeled gravity was interpolated from observed gravity values.
 MB1807
 MB1807;                    North         East    Units  Estimated Accuracy
 MB1807;SPC OH N     -   192,340.      680,350.      MT  (+/- 180 meters Scaled)
 MB1807
 MB1807                          SUPERSEDED SURVEY CONTROL
 MB1807
 MB1807  NGVD 29 (06/03/92)  289.658  (m)          950.32   (f) ADJUSTED    1 2
 MB1807
 MB1807.Superseded values are not recommended for survey control.
 MB1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1807.See file dsdata.txt to determine how the superseded data were derived.
 MB1807
 MB1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF549827(NAD 83)
 MB1807_MARKER: DD = SURVEY DISK
 MB1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1807_SP_SET: CONCRETE POST
 MB1807_STAMPING: 243
 MB1807_MARK LOGO: CRGS  
 MB1807_PROJECTION: RECESSED 5 CENTIMETERS
 MB1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1807+STABILITY: SURFACE MOTION
 MB1807
 MB1807  HISTORY     - Date     Condition        Report By
 MB1807  HISTORY     - UNK      MONUMENTED       CRGS
 MB1807  HISTORY     - 1983     GOOD             NGS
 MB1807  HISTORY     - 20050423 MARK NOT FOUND   USPSQD
 MB1807
 MB1807                          STATION DESCRIPTION
 MB1807
 MB1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1807'IN BEDFORD.
 MB1807'IN BEDFORD, ALONG STATE HIGHWAY 14 (BROADWAY AVENUE, EAST OF THE
 MB1807'INTERSECTION OF EAST AND WEST GRACE STREETS, IN THE SIDEWALK AT THE
 MB1807'EAST SIDE OF A 2-STORY HOUSE AT 544 BROADWAY AVENUE, IN TOP OF A
 MB1807'CONCRETE POST AND PROTECTED BY A 9-INCH CAST IRON BOX WITH A COVER,
 MB1807'9.45 METERS (31.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 MB1807'14.55 METERS (47.7 FT) SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE,
 MB1807'14.45 METERS (47.4 FT) WEST OF UTILITY POLE 534849 WITH A STREET LAMP,
 MB1807'2.04 METERS (6.7 FT) SOUTH OF THE NORTH FACE OF THE SOUTH CURB OF
 MB1807'BROADWAY AVENUE.
 MB1807
 MB1807                          STATION RECOVERY (2005)
 MB1807
 MB1807'RECOVERY NOTE BY US POWER SQUADRON 2005
 MB1807'HOUSE DOES NOT EXISTS.  AREA COVERED WITH PARKING LOT AND SIDEWALKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0175 ***********************************************************************
 JZ0175  DESIGNATION -  245
 JZ0175  PID         -  JZ0175
 JZ0175  STATE/COUNTY-  OH/MONTGOMERY
 JZ0175  USGS QUAD   -  BROOKVILLE (1987)
 JZ0175
 JZ0175                         *CURRENT SURVEY CONTROL
 JZ0175  ___________________________________________________________________
 JZ0175* NAD 83(1986)-  39 45 33.     (N)    084 28 55.     (W)     SCALED    
 JZ0175* NAVD 88     -       295.286  (meters)     968.78   (feet)  ADJUSTED  
 JZ0175  ___________________________________________________________________
 JZ0175  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JZ0175  DYNAMIC HT  -         295.118 (meters)     968.23  (feet)  COMP
 JZ0175  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 JZ0175
 JZ0175  VERT ORDER  -  SECOND    CLASS 0
 JZ0175
 JZ0175.The horizontal coordinates were scaled from a topographic map and have
 JZ0175.an estimated accuracy of +/- 6 seconds.
 JZ0175
 JZ0175.The orthometric height was determined by differential leveling
 JZ0175.and adjusted by the National Geodetic Survey in June 1991..
 JZ0175
 JZ0175.The geoid height was determined by GEOID03.
 JZ0175
 JZ0175.The dynamic height is computed by dividing the NAVD 88
 JZ0175.geopotential number by the normal gravity value computed on the
 JZ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0175.degrees latitude (g = 980.6199 gals.).
 JZ0175
 JZ0175.The modeled gravity was interpolated from observed gravity values.
 JZ0175
 JZ0175;                    North         East    Units  Estimated Accuracy
 JZ0175;SPC OH S     -   197,160.      430,180.      MT  (+/- 180 meters Scaled)
 JZ0175
 JZ0175                          SUPERSEDED SURVEY CONTROL
 JZ0175
 JZ0175  NGVD 29 (??/??/92)  295.457  (m)          969.35   (f) ADJ UNCH    2 0
 JZ0175
 JZ0175.Superseded values are not recommended for survey control.
 JZ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0175.See file dsdata.txt to determine how the superseded data were derived.
 JZ0175
 JZ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK157040(NAD 83)
 JZ0175_MARKER: DD = SURVEY DISK
 JZ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0175_STAMPING: 245
 JZ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0175+STABILITY: SURFACE MOTION
 JZ0175
 JZ0175  HISTORY     - Date     Condition        Report By
 JZ0175  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0175  HISTORY     - 1947     GOOD             NGS
 JZ0175  HISTORY     - 20041015 MARK NOT FOUND   INDIV
 JZ0175
 JZ0175                          STATION DESCRIPTION
 JZ0175
 JZ0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0175'3.8 MI NE FROM WEST ALEXANDRIA.
 JZ0175'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0175'WEST ALEXANDRIA, THENCE ABOUT 1.0 MILE NORTH ALONG THE
 JZ0175'PREBLE-MONTGOMERY CO. LINE ROAD, AT THE INTERSECTION OF OLD
 JZ0175'DAYTON ROAD, 21 FEET EAST OF THE CENTER LINE OF THE COUNTY LINE
 JZ0175'ROAD, 22 FEET SOUTH OF THE CENTER LINE OF THE CROSSROAD, 3 FEET
 JZ0175'WEST OF A WIRE FENCE, 6 FEET SOUTHWEST OF A FENCE CORNER POST,
 JZ0175'6.5 FEET SOUTHWEST OF POWER POLE NO. 120315, 1.5 FEET SOUTH OF
 JZ0175'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET
 JZ0175'IN THE TOP OF A CONCRETE POST PROJECTING 6 IN.
 JZ0175
 JZ0175                          STATION RECOVERY (2004)
 JZ0175
 JZ0175'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0133 ***********************************************************************
 LA0133  DESIGNATION -  246
 LA0133  PID         -  LA0133
 LA0133  STATE/COUNTY-  OH/SHELBY
 LA0133  USGS QUAD   -  VERSAILLES (1973)
 LA0133
 LA0133                         *CURRENT SURVEY CONTROL
 LA0133  ___________________________________________________________________
 LA0133* NAD 83(1986)-  40 14 09.     (N)    084 24 35.     (W)     SCALED    
 LA0133* NAVD 88     -       296.315  (meters)     972.16   (feet)  ADJUSTED  
 LA0133  ___________________________________________________________________
 LA0133  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LA0133  DYNAMIC HT  -         296.169 (meters)     971.68  (feet)  COMP
 LA0133  MODELED GRAV-     980,121.9   (mgal)                       NAVD 88
 LA0133
 LA0133  VERT ORDER  -  SECOND    CLASS 0
 LA0133
 LA0133.The horizontal coordinates were scaled from a topographic map and have
 LA0133.an estimated accuracy of +/- 6 seconds.
 LA0133
 LA0133.The orthometric height was determined by differential leveling
 LA0133.and adjusted by the National Geodetic Survey in June 1991..
 LA0133
 LA0133.The geoid height was determined by GEOID03.
 LA0133
 LA0133.The dynamic height is computed by dividing the NAVD 88
 LA0133.geopotential number by the normal gravity value computed on the
 LA0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0133.degrees latitude (g = 980.6199 gals.).
 LA0133
 LA0133.The modeled gravity was interpolated from observed gravity values.
 LA0133
 LA0133;                    North         East    Units  Estimated Accuracy
 LA0133;SPC OH N     -    64,980.      437,490.      MT  (+/- 180 meters Scaled)
 LA0133
 LA0133                          SUPERSEDED SURVEY CONTROL
 LA0133
 LA0133  NGVD 29 (??/??/92)  296.500  (m)          972.77   (f) ADJ UNCH    2 0
 LA0133
 LA0133.Superseded values are not recommended for survey control.
 LA0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0133.See file dsdata.txt to determine how the superseded data were derived.
 LA0133
 LA0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK203571(NAD 83)
 LA0133_MARKER: B = BOLT
 LA0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0133_SP_SET: CULVERT
 LA0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0133
 LA0133  HISTORY     - Date     Condition        Report By
 LA0133  HISTORY     - UNK      MONUMENTED       PCRR
 LA0133  HISTORY     - 1934     GOOD             NGS
 LA0133
 LA0133                          STATION DESCRIPTION
 LA0133
 LA0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0133'AT RUSSIA.
 LA0133'AT RUSSIA, SHELBY COUNTY, 32 YARDS EAST OF THE EAST END OF
 LA0133'THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY STATION,
 LA0133'IN THE TOP OF THE NORTHEAST END OF A WINGWALL OF CULVERT 246,
 LA0133'15 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3-1/2 FEET LOWER
 LA0133'THAN THE TRACK.  A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2785 ***********************************************************************
 JZ2785  DESIGNATION -  2474
 JZ2785  PID         -  JZ2785
 JZ2785  STATE/COUNTY-  OH/HAMILTON
 JZ2785  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ2785
 JZ2785                         *CURRENT SURVEY CONTROL
 JZ2785  ___________________________________________________________________
 JZ2785* NAD 83(1986)-  39 08 35.     (N)    084 23 17.     (W)     SCALED    
 JZ2785* NAVD 88     -       176.285  (meters)     578.36   (feet)  ADJUSTED  
 JZ2785  ___________________________________________________________________
 JZ2785  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2785  DYNAMIC HT  -         176.173 (meters)     577.99  (feet)  COMP
 JZ2785  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 JZ2785
 JZ2785  VERT ORDER  -  FIRST     CLASS II
 JZ2785
 JZ2785.The horizontal coordinates were scaled from a topographic map and have
 JZ2785.an estimated accuracy of +/- 6 seconds.
 JZ2785
 JZ2785.The orthometric height was determined by differential leveling
 JZ2785.and adjusted by the National Geodetic Survey in June 1991..
 JZ2785
 JZ2785.The geoid height was determined by GEOID03.
 JZ2785
 JZ2785.The dynamic height is computed by dividing the NAVD 88
 JZ2785.geopotential number by the normal gravity value computed on the
 JZ2785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2785.degrees latitude (g = 980.6199 gals.).
 JZ2785
 JZ2785.The modeled gravity was interpolated from observed gravity values.
 JZ2785
 JZ2785;                    North         East    Units  Estimated Accuracy
 JZ2785;SPC OH S     -   128,600.      436,800.      MT  (+/- 180 meters Scaled)
 JZ2785
 JZ2785                          SUPERSEDED SURVEY CONTROL
 JZ2785
 JZ2785  NGVD 29 (06/03/91)  176.460  (m)          578.94   (f) ADJUSTED    1 2
 JZ2785
 JZ2785.Superseded values are not recommended for survey control.
 JZ2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2785.See file dsdata.txt to determine how the superseded data were derived.
 JZ2785
 JZ2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ257359(NAD 83)
 JZ2785_MARKER: DD = SURVEY DISK
 JZ2785_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ2785_SP_SET: SIDEWALK
 JZ2785_STAMPING: 2474 1951
 JZ2785_MARK LOGO: OH1610
 JZ2785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2785
 JZ2785  HISTORY     - Date     Condition        Report By
 JZ2785  HISTORY     - 1951     MONUMENTED       OH1610
 JZ2785  HISTORY     - 1984     GOOD             NGS
 JZ2785  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 JZ2785
 JZ2785                          STATION DESCRIPTION
 JZ2785
 JZ2785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JZ2785'IN MARIEMONT.
 JZ2785'IN MARIEMONT ALONG U.S. HIGHWAY 50 (WOOSTER PIKE) AT THE JUNCTION OF
 JZ2785'ARROW POINT WAY AND BETWEEN SIMPSON STREET AND WATTERSON ROAD IN FRONT
 JZ2785'OF A ONE STORY FRAME HOUSE NO. 6105 OCCUPIED BY THE A AND H INCOME TAX
 JZ2785'BOOKKEEPING SERVICE AND ACROSS ROAD FROM THE ENTRANCE AND EXIT TO THE
 JZ2785'PROVIDENT BANK.  7.31 METERS (24.0 FT) SOUTH OF THE CENTERLINE OF THE
 JZ2785'HIGHWAY, 9.75 METERS (32.0 FT) WEST OF THE CENTER OF ARROW POINT WAY
 JZ2785'AND 0.76 METERS (2.5 FT) SOUTH OF THE SOUTH CURB OF THE HIGHWAY.
 JZ2785'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 JZ2785
 JZ2785                          STATION RECOVERY (1997)
 JZ2785
 JZ2785'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ2785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2786 ***********************************************************************
 JZ2786  DESIGNATION -  2477
 JZ2786  PID         -  JZ2786
 JZ2786  STATE/COUNTY-  OH/HAMILTON
 JZ2786  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ2786
 JZ2786                         *CURRENT SURVEY CONTROL
 JZ2786  ___________________________________________________________________
 JZ2786* NAD 83(1986)-  39 08 11.     (N)    084 23 55.     (W)     SCALED    
 JZ2786* NAVD 88     -       161.076  (meters)     528.46   (feet)  ADJUSTED  
 JZ2786  ___________________________________________________________________
 JZ2786  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ2786  DYNAMIC HT  -         160.974 (meters)     528.13  (feet)  COMP
 JZ2786  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JZ2786
 JZ2786  VERT ORDER  -  FIRST     CLASS II
 JZ2786
 JZ2786.The horizontal coordinates were scaled from a topographic map and have
 JZ2786.an estimated accuracy of +/- 6 seconds.
 JZ2786
 JZ2786.The orthometric height was determined by differential leveling
 JZ2786.and adjusted by the National Geodetic Survey in June 1991..
 JZ2786
 JZ2786.The geoid height was determined by GEOID03.
 JZ2786
 JZ2786.The dynamic height is computed by dividing the NAVD 88
 JZ2786.geopotential number by the normal gravity value computed on the
 JZ2786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2786.degrees latitude (g = 980.6199 gals.).
 JZ2786
 JZ2786.The modeled gravity was interpolated from observed gravity values.
 JZ2786
 JZ2786;                    North         East    Units  Estimated Accuracy
 JZ2786;SPC OH S     -   127,880.      435,870.      MT  (+/- 180 meters Scaled)
 JZ2786
 JZ2786                          SUPERSEDED SURVEY CONTROL
 JZ2786
 JZ2786  NGVD 29 (06/03/91)  161.253  (m)          529.04   (f) ADJUSTED    1 2
 JZ2786
 JZ2786.Superseded values are not recommended for survey control.
 JZ2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2786.See file dsdata.txt to determine how the superseded data were derived.
 JZ2786
 JZ2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ248351(NAD 83)
 JZ2786_MARKER: DD = SURVEY DISK
 JZ2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2786_SP_SET: CONCRETE POST
 JZ2786_STAMPING: 2477 1950
 JZ2786_MARK LOGO: OH1610
 JZ2786_PROJECTION: FLUSH
 JZ2786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2786+STABILITY: SURFACE MOTION
 JZ2786
 JZ2786  HISTORY     - Date     Condition        Report By
 JZ2786  HISTORY     - 1950     MONUMENTED       OH1610
 JZ2786  HISTORY     - 1984     GOOD             NGS
 JZ2786  HISTORY     - 19971120 GOOD             USPSQD
 JZ2786
 JZ2786                          STATION DESCRIPTION
 JZ2786
 JZ2786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JZ2786'IN RED BANK.
 JZ2786'IN RED BANK ALONG WOOSTER PIKE AT HE JUNCTION OF RED BANK ROAD(JUST
 JZ2786'EAST OF THE JUNCTION).  7.77 METERS (25.5 FT) SOUTH-SOUTHEAST
 JZ2786'OF THE CENTERLINE OF WOOSTER PIKE AND 5.49 METERS (18.0 FT) EAST OF
 JZ2786'UTILITY POLE NO. H153905 WITH STREET LAMP ATTACHED.
 JZ2786'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 JZ2786'THE MARK IS 0.18 M ABOVE WOOSTER PIKE.
 JZ2786
 JZ2786                          STATION RECOVERY (1997)
 JZ2786
 JZ2786'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ2786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1640 ***********************************************************************
 KZ1640  DESIGNATION -  248 C
 KZ1640  PID         -  KZ1640
 KZ1640  STATE/COUNTY-  OH/LOGAN
 KZ1640  USGS QUAD   -  BELLEFONTAINE (1988)
 KZ1640
 KZ1640                         *CURRENT SURVEY CONTROL
 KZ1640  ___________________________________________________________________
 KZ1640* NAD 83(1986)-  40 15 26.     (N)    083 46 27.     (W)     SCALED    
 KZ1640* NAVD 88     -       339.95   (+/-2cm)    1115.3    (feet)  VERTCON   
 KZ1640  ___________________________________________________________________
 KZ1640  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KZ1640
 KZ1640  VERT ORDER  -  ? (See Below)
 KZ1640
 KZ1640.The horizontal coordinates were scaled from a topographic map and have
 KZ1640.an estimated accuracy of +/- 6 seconds.
 KZ1640
 KZ1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1640.The vertical order pertains to the NGVD 29 superseded value.
 KZ1640
 KZ1640.The geoid height was determined by GEOID03.
 KZ1640
 KZ1640;                    North         East    Units  Estimated Accuracy
 KZ1640;SPC OH N     -    66,370.      491,600.      MT  (+/- 180 meters Scaled)
 KZ1640
 KZ1640                          SUPERSEDED SURVEY CONTROL
 KZ1640
 KZ1640  NGVD 29 (??/??/92)  340.154  (m)         1115.99   (f) ADJ UNCH    ?  
 KZ1640
 KZ1640.Superseded values are not recommended for survey control.
 KZ1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1640.See file dsdata.txt to determine how the superseded data were derived.
 KZ1640
 KZ1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE640600(NAD 83)
 KZ1640_MARKER: B = BOLT
 KZ1640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1640_SP_SET: BRIDGE
 KZ1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1640
 KZ1640  HISTORY     - Date     Condition        Report By
 KZ1640  HISTORY     - UNK      MONUMENTED       PCRR
 KZ1640  HISTORY     - 1935     GOOD             NGS
 KZ1640
 KZ1640                          STATION DESCRIPTION
 KZ1640
 KZ1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1640'0.5 MI N FROM WEST LIBERTY.
 KZ1640'0.5 MILE NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 KZ1640'LOUIS RAILWAY FROM THE STATION AT WEST LIBERTY, OPPOSITE POLE
 KZ1640'105/05, AT OVERHEAD BRIDGE 248 C, IN THE TOP OF THE NORTHWEST
 KZ1640'CORNER, 7.7 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER
 KZ1640'THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0407 ***********************************************************************
 JY0407  DESIGNATION -  249 A
 JY0407  PID         -  JY0407
 JY0407  STATE/COUNTY-  OH/MEIGS
 JY0407  USGS QUAD   -  POMEROY (1992)
 JY0407
 JY0407                         *CURRENT SURVEY CONTROL
 JY0407  ___________________________________________________________________
 JY0407* NAD 83(1986)-  39 01 39.     (N)    082 02 02.     (W)     SCALED    
 JY0407* NAVD 88     -       176.993  (meters)     580.68   (feet)  ADJUSTED  
 JY0407  ___________________________________________________________________
 JY0407  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JY0407  DYNAMIC HT  -         176.883 (meters)     580.32  (feet)  COMP
 JY0407  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JY0407
 JY0407  VERT ORDER  -  FIRST     CLASS II
 JY0407
 JY0407.The horizontal coordinates were scaled from a topographic map and have
 JY0407.an estimated accuracy of +/- 6 seconds.
 JY0407
 JY0407.The orthometric height was determined by differential leveling
 JY0407.and adjusted by the National Geodetic Survey in June 1991..
 JY0407
 JY0407.The geoid height was determined by GEOID03.
 JY0407
 JY0407.The dynamic height is computed by dividing the NAVD 88
 JY0407.geopotential number by the normal gravity value computed on the
 JY0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0407.degrees latitude (g = 980.6199 gals.).
 JY0407
 JY0407.The modeled gravity was interpolated from observed gravity values.
 JY0407
 JY0407;                    North         East    Units  Estimated Accuracy
 JY0407;SPC OH S     -   114,170.      640,360.      MT  (+/- 180 meters Scaled)
 JY0407
 JY0407                          SUPERSEDED SURVEY CONTROL
 JY0407
 JY0407  NGVD 29 (??/??/92)  177.208  (m)          581.39   (f) ADJ UNCH    1 2
 JY0407
 JY0407.Superseded values are not recommended for survey control.
 JY0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0407.See file dsdata.txt to determine how the superseded data were derived.
 JY0407
 JY0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD105203(NAD 83)
 JY0407_MARKER: Q = CHISELED SQUARE
 JY0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0407_SP_SET: STONE
 JY0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0407+STABILITY: SURFACE MOTION
 JY0407
 JY0407  HISTORY     - Date     Condition        Report By
 JY0407  HISTORY     - UNK      MONUMENTED       DOD
 JY0407  HISTORY     - 1958     GOOD             NGS
 JY0407  HISTORY     - 1976     GOOD             NGS
 JY0407
 JY0407                          STATION DESCRIPTION
 JY0407
 JY0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0407'AT POMEROY.
 JY0407'AT THE SAME LOCATION AS BM 581 (USGS), AND 1.7 FEET DIRECTLY
 JY0407'ABOVE AND IN THE 3RD. COURSE OF STONE MASONRY, A SQUARE CUT IN THE
 JY0407'TOP EDGE OF STONE SURROUNDED BY THE LETTERS USBM, AND ABOUT 4
 JY0407'FEET ABOVE THE GROUND.
 JY0407
 JY0407                          STATION RECOVERY (1976)
 JY0407
 JY0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1636 ***********************************************************************
 KZ1636  DESIGNATION -  249 A
 KZ1636  PID         -  KZ1636
 KZ1636  STATE/COUNTY-  OH/LOGAN
 KZ1636  USGS QUAD   -  NORTHVILLE (1973)
 KZ1636
 KZ1636                         *CURRENT SURVEY CONTROL
 KZ1636  ___________________________________________________________________
 KZ1636* NAD 83(1986)-  40 14 59.     (N)    083 46 13.     (W)     SCALED    
 KZ1636* NAVD 88     -       337.27   (+/-2cm)    1106.5    (feet)  VERTCON   
 KZ1636  ___________________________________________________________________
 KZ1636  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KZ1636
 KZ1636  VERT ORDER  -  ? (See Below)
 KZ1636
 KZ1636.The horizontal coordinates were scaled from a topographic map and have
 KZ1636.an estimated accuracy of +/- 6 seconds.
 KZ1636
 KZ1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1636.The vertical order pertains to the NGVD 29 superseded value.
 KZ1636
 KZ1636.The geoid height was determined by GEOID03.
 KZ1636
 KZ1636;                    North         East    Units  Estimated Accuracy
 KZ1636;SPC OH N     -    65,530.      491,920.      MT  (+/- 180 meters Scaled)
 KZ1636
 KZ1636                          SUPERSEDED SURVEY CONTROL
 KZ1636
 KZ1636  NGVD 29 (??/??/92)  337.470  (m)         1107.18   (f) ADJ UNCH    ?  
 KZ1636
 KZ1636.Superseded values are not recommended for survey control.
 KZ1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1636.See file dsdata.txt to determine how the superseded data were derived.
 KZ1636
 KZ1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE643591(NAD 83)
 KZ1636_MARKER: B = BOLT
 KZ1636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1636_SP_SET: BRIDGE
 KZ1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1636
 KZ1636  HISTORY     - Date     Condition        Report By
 KZ1636  HISTORY     - UNK      MONUMENTED       PCRR
 KZ1636  HISTORY     - 1935     GOOD             NGS
 KZ1636
 KZ1636                          STATION DESCRIPTION
 KZ1636
 KZ1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1636'AT WEST LIBERTY.
 KZ1636'AT WEST LIBERTY, ON THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 KZ1636'LOUIS RAILWAY, 66 YARDS SOUTH OF THE STATION, AT CONCRETE BRIDGE
 KZ1636'249 A, IN THE TOP OF THE WEST EDGE OF THE NORTH HEADWALL, 8.9
 KZ1636'FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 KZ1636'AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0311 ***********************************************************************
 JZ0311  DESIGNATION -  24.95
 JZ0311  PID         -  JZ0311
 JZ0311  STATE/COUNTY-  OH/HAMILTON
 JZ0311  USGS QUAD   -  MASON (1965)
 JZ0311
 JZ0311                         *CURRENT SURVEY CONTROL
 JZ0311  ___________________________________________________________________
 JZ0311* NAD 83(1986)-  39 15 38.     (N)    084 16 13.     (W)     SCALED    
 JZ0311* NAVD 88     -       178.269  (meters)     584.87   (feet)  ADJUSTED  
 JZ0311  ___________________________________________________________________
 JZ0311  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ0311  DYNAMIC HT  -         178.158 (meters)     584.51  (feet)  COMP
 JZ0311  MODELED GRAV-     980,002.0   (mgal)                       NAVD 88
 JZ0311
 JZ0311  VERT ORDER  -  FIRST     CLASS II
 JZ0311
 JZ0311.The horizontal coordinates were scaled from a topographic map and have
 JZ0311.an estimated accuracy of +/- 6 seconds.
 JZ0311
 JZ0311.The orthometric height was determined by differential leveling
 JZ0311.and adjusted by the National Geodetic Survey in June 1991..
 JZ0311
 JZ0311.The geoid height was determined by GEOID03.
 JZ0311
 JZ0311.The dynamic height is computed by dividing the NAVD 88
 JZ0311.geopotential number by the normal gravity value computed on the
 JZ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0311.degrees latitude (g = 980.6199 gals.).
 JZ0311
 JZ0311.The modeled gravity was interpolated from observed gravity values.
 JZ0311
 JZ0311;                    North         East    Units  Estimated Accuracy
 JZ0311;SPC OH S     -   141,440.      447,230.      MT  (+/- 180 meters Scaled)
 JZ0311
 JZ0311                          SUPERSEDED SURVEY CONTROL
 JZ0311
 JZ0311  NGVD 29 (??/??/92)  178.446  (m)          585.45   (f) ADJ UNCH    1 2
 JZ0311
 JZ0311.Superseded values are not recommended for survey control.
 JZ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0311.See file dsdata.txt to determine how the superseded data were derived.
 JZ0311
 JZ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ355492(NAD 83)
 JZ0311_MARKER: Q = CHISELED SQUARE
 JZ0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0311_SP_SET: SIGNAL BASE
 JZ0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0311
 JZ0311  HISTORY     - Date     Condition        Report By
 JZ0311  HISTORY     - UNK      MONUMENTED       BORR
 JZ0311  HISTORY     - 1935     GOOD             NGS
 JZ0311
 JZ0311                          STATION DESCRIPTION
 JZ0311
 JZ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JZ0311'0.8 MI SW FROM LOVELAND.
 JZ0311'IN HAMILTON COUNTY, 0.8 MILE SOUTHWEST ALONG THE BALTIMORE AND
 JZ0311'OHIO RAILROAD FROM THE STATION AT LOVELAND, CLERMONT COUNTY, 135
 JZ0311'YARDS SOUTHWEST OF MILEPOST C 25, 53 YARDS NORTHEAST OF POWER
 JZ0311'POLE 156, AT SIGNAL E 171.05, ON THE TOP OF THE SOUTHWEST CORNER
 JZ0311'OF THE BASE, 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 JZ0311'SOUTHEAST TRACK, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A
 JZ0311'2-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6793 ***********************************************************************
 AI6793  DESIGNATION -  24A
 AI6793  PID         -  AI6793
 AI6793  STATE/COUNTY-  OH/CLINTON
 AI6793  USGS QUAD   -  SABINA (1974)
 AI6793
 AI6793                         *CURRENT SURVEY CONTROL
 AI6793  ___________________________________________________________________
 AI6793* NAD 83(1995)-  39 29 31.32691(N)    083 38 14.99617(W)     ADJUSTED  
 AI6793* NAVD 88     -       317.3    (meters)    1041.     (feet)  GPS OBS   
 AI6793  ___________________________________________________________________
 AI6793  X           -     546,223.103 (meters)                     COMP
 AI6793  Y           -  -4,898,628.786 (meters)                     COMP
 AI6793  Z           -   4,034,802.262 (meters)                     COMP
 AI6793  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 AI6793  ELLIP HEIGHT-         284.79  (meters)          (10/07/05) GPS OBS
 AI6793  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 AI6793
 AI6793  HORZ ORDER  -  FIRST
 AI6793  ELLP ORDER  -  THIRD     CLASS II
 AI6793
 AI6793.The horizontal coordinates were established by GPS observations
 AI6793.and adjusted by the National Geodetic Survey in August 2000..
 AI6793
 AI6793.The orthometric height was determined by GPS observations and a
 AI6793.high-resolution geoid model.
 AI6793
 AI6793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6793
 AI6793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6793
 AI6793.The ellipsoidal height was determined by GPS observations
 AI6793.and is referenced to NAD 83.
 AI6793
 AI6793.The geoid height was determined by GEOID03.
 AI6793
 AI6793;                    North         East     Units Scale Factor Converg.
 AI6793;SPC OH S     -   166,252.297   502,157.349   MT  0.99993767   -0 43 18.4
 AI6793;UTM  17      - 4,374,701.892   273,189.087   MT  1.00023342   -1 40 41.1
 AI6793
 AI6793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6793!SPC OH S     -   0.99995532  x   0.99993767  =   0.99989299
 AI6793!UTM  17      -   0.99995532  x   1.00023342  =   1.00018873
 AI6793
 AI6793|---------------------------------------------------------------------|
 AI6793| PID    Reference Object                     Distance      Geod. Az  |
 AI6793|                                                           dddmmss.s |
 AI6793| AI6763 24                                  349.646 METERS 25228     |
 AI6793|---------------------------------------------------------------------|
 AI6793
 AI6793                          SUPERSEDED SURVEY CONTROL
 AI6793
 AI6793  ELLIP H (08/02/00)  284.81   (m)                       GP(       ) 3 2
 AI6793
 AI6793.Superseded values are not recommended for survey control.
 AI6793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6793.See file dsdata.txt to determine how the superseded data were derived.
 AI6793
 AI6793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7318974702(NAD 83)
 AI6793_MARKER: DD = SURVEY DISK
 AI6793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6793_STAMPING: GPS 24A 2000
 AI6793_MARK LOGO: OH-027
 AI6793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6793+STABILITY: SURFACE MOTION
 AI6793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6793+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6793
 AI6793  HISTORY     - Date     Condition        Report By
 AI6793  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6793
 AI6793                          STATION DESCRIPTION
 AI6793
 AI6793'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6793'THE STATION IS APPROXIMATELY 11.75 MI (18.91 KM) NORTH-NORTHEAST OF
 AI6793'NEW VIENNA, 10.5 MI (16.9 KM) NORTHEAST OF WILMINGTON, 8.8 MI (14.2
 AI6793'KM) SOUTHEAST OF PORT WILLIAM, AND IS IN THE TOWN OF SABINA. THE
 AI6793'STATION IS ON THE SOUTH SIDE OF MOUND STREET JUST EAST OF THE
 AI6793'INTERSECTION OF MOUND STREET AND ORCHARD AVENUE.
 AI6793'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 22/STATE ROUTE
 AI6793'3 AND STATE ROUTE 729 IN SABINA, PROCEED NORTH ON SR 729 FOR
 AI6793'APPROXIMATELY 0.3 MI (0.5 KM) OVER THE RAILROAD TRACKS TO WEST MOUND
 AI6793'STREET ON THE LEFT.  TURN LEFT AND PROCEED WEST ALONG WEST MOUND
 AI6793'STREET APPROXIMATELY 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 AI6793'THE STATION IS APPROXIMATELY 66.78 FT (20.35 M) EAST OF A 12-INCH
 AI6793'TREE, 51.12 SOUTHEAST OF A POWER POLE ON THE NORTH SIDE OF WEST MOUND
 AI6793'STREET, 24.72 FT (7.53 M) NORTH OF THE NORTH RAIL OF THE RAILROAD
 AI6793'TRACKS, AND 17.65 FT (5.38 M) SOUTH OF THE CENTERLINE OF WEST MOUND
 AI6793'STREET.  THE STATION IS A STANDARD CLINTON COUNTY SURVEY DISK SET IN A
 AI6793'ROUND CONCRETE MONUMENT AND STAMPED--GPS 24A 2000--RECESSED 0.2 FT
 AI6793'(6.1 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2454 ***********************************************************************
 AB2454  DESIGNATION -  25
 AB2454  PID         -  AB2454
 AB2454  STATE/COUNTY-  OH/ATHENS
 AB2454  USGS QUAD   -  UNION FURNACE (1995)
 AB2454
 AB2454                         *CURRENT SURVEY CONTROL
 AB2454  ___________________________________________________________________
 AB2454* NAD 83(1995)-  39 26 23.90461(N)    082 15 29.01294(W)     ADJUSTED  
 AB2454* NAVD 88     -       312.4    (meters)    1025.     (feet)  GPS OBS   
 AB2454  ___________________________________________________________________
 AB2454  X           -     664,485.924 (meters)                     COMP
 AB2454  Y           -  -4,887,695.330 (meters)                     COMP
 AB2454  Z           -   4,030,335.673 (meters)                     COMP
 AB2454  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AB2454  ELLIP HEIGHT-         278.30  (meters)          (10/07/05) GPS OBS
 AB2454  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AB2454
 AB2454  HORZ ORDER  -  FIRST
 AB2454  ELLP ORDER  -  FOURTH    CLASS I
 AB2454
 AB2454.The horizontal coordinates were established by GPS observations
 AB2454.and adjusted by the National Geodetic Survey in April 1998..
 AB2454
 AB2454.The orthometric height was determined by GPS observations and a
 AB2454.high-resolution geoid model.
 AB2454
 AB2454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2454
 AB2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2454
 AB2454.The ellipsoidal height was determined by GPS observations
 AB2454.and is referenced to NAD 83.
 AB2454
 AB2454.The geoid height was determined by GEOID03.
 AB2454
 AB2454;                    North         East     Units Scale Factor Converg.
 AB2454;SPC OH S     -   159,884.160   620,826.699   MT  0.99993638   +0 09 12.7
 AB2454;UTM  17      - 4,366,357.888   391,738.635   MT  0.99974430   -0 47 57.4
 AB2454
 AB2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2454!SPC OH S     -   0.99995634  x   0.99993638  =   0.99989272
 AB2454!UTM  17      -   0.99995634  x   0.99974430  =   0.99970065
 AB2454
 AB2454                          SUPERSEDED SURVEY CONTROL
 AB2454
 AB2454  ELLIP H (04/01/98)  278.31   (m)                       GP(       ) 4 1
 AB2454  NAD 83(1986)-  39 26 23.90510(N)    082 15 29.01422(W) AD(       ) 1
 AB2454
 AB2454.Superseded values are not recommended for survey control.
 AB2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2454.See file dsdata.txt to determine how the superseded data were derived.
 AB2454
 AB2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9173966358(NAD 83)
 AB2454_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2454_STAMPING: 25 1995
 AB2454_MARK LOGO: ATHCE 
 AB2454_PROJECTION: FLUSH
 AB2454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2454+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2454_ROD/PIPE-DEPTH: 1    meters
 AB2454
 AB2454  HISTORY     - Date     Condition        Report By
 AB2454  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2454
 AB2454                          STATION DESCRIPTION
 AB2454
 AB2454'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2454'IN ATHENS COUNTY, OHIO, YORK TOWNSHIP, STATION IS LOCATED IN THE
 AB2454'NORTHWEST R/W OF C.R.  73, IN FRONT OF VACANT HOUSE NO.  195.  SET
 AB2454'APPROXIMATELY 45 FT.WEST OF A TELEPHONE POLE IN THE SOUTHEAST R/W AND
 AB2454'60.5 FT.NORTH OF A TELEPHONE POLE WHICH IS SOUTH OF THE PRECEDING
 AB2454'POLE, IN THE SOUTHEAST R/W.  THE STATION IS FLUSH WITH THE GROUND.  A
 AB2454'STATION SKETCH IS AVAILABLE THROUGH THE ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6764 ***********************************************************************
 AI6764  DESIGNATION -  25
 AI6764  PID         -  AI6764
 AI6764  STATE/COUNTY-  OH/CLINTON
 AI6764  USGS QUAD   -  CLARKSVILLE (1986)
 AI6764
 AI6764                         *CURRENT SURVEY CONTROL
 AI6764  ___________________________________________________________________
 AI6764* NAD 83(1995)-  39 23 20.79344(N)    083 52 35.77074(W)     ADJUSTED  
 AI6764* NAVD 88     -       312.5    (meters)    1025.     (feet)  GPS OBS   
 AI6764  ___________________________________________________________________
 AI6764  X           -     526,549.648 (meters)                     COMP
 AI6764  Y           -  -4,908,079.920 (meters)                     COMP
 AI6764  Z           -   4,025,973.448 (meters)                     COMP
 AI6764  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 AI6764  ELLIP HEIGHT-         279.52  (meters)          (10/07/05) GPS OBS
 AI6764  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AI6764
 AI6764  HORZ ORDER  -  FIRST
 AI6764  ELLP ORDER  -  THIRD     CLASS II
 AI6764
 AI6764.The horizontal coordinates were established by GPS observations
 AI6764.and adjusted by the National Geodetic Survey in August 2000..
 AI6764
 AI6764.The orthometric height was determined by GPS observations and a
 AI6764.high-resolution geoid model.
 AI6764
 AI6764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6764
 AI6764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6764
 AI6764.The ellipsoidal height was determined by GPS observations
 AI6764.and is referenced to NAD 83.
 AI6764
 AI6764.The geoid height was determined by GEOID03.
 AI6764
 AI6764;                    North         East     Units Scale Factor Converg.
 AI6764;SPC OH S     -   155,113.419   481,417.934   MT  0.99993591   -0 52 24.5
 AI6764;UTM  17      - 4,363,906.249   252,259.491   MT  1.00035574   -1 49 34.9
 AI6764
 AI6764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6764!SPC OH S     -   0.99995615  x   0.99993591  =   0.99989206
 AI6764!UTM  17      -   0.99995615  x   1.00035574  =   1.00031187
 AI6764
 AI6764|---------------------------------------------------------------------|
 AI6764| PID    Reference Object                     Distance      Geod. Az  |
 AI6764|                                                           dddmmss.s |
 AI6764| AI6794 25A                                 383.350 METERS 24114     |
 AI6764|---------------------------------------------------------------------|
 AI6764
 AI6764                          SUPERSEDED SURVEY CONTROL
 AI6764
 AI6764  ELLIP H (08/02/00)  279.53   (m)                       GP(       ) 3 2
 AI6764
 AI6764.Superseded values are not recommended for survey control.
 AI6764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6764.See file dsdata.txt to determine how the superseded data were derived.
 AI6764
 AI6764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5225963906(NAD 83)
 AI6764_MARKER: DD = SURVEY DISK
 AI6764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6764_STAMPING: GPS 25 2000
 AI6764_MARK LOGO: OH-027
 AI6764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6764+STABILITY: SURFACE MOTION
 AI6764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6764+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6764
 AI6764  HISTORY     - Date     Condition        Report By
 AI6764  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6764
 AI6764                          STATION DESCRIPTION
 AI6764
 AI6764'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6764'THE STATION IS LOCATED APPROXIMATELY 8.75 MI (14.08 KM) NORTHEAST OF
 AI6764'BLANCHESTER, 4.75 MI (7.64 KM) SOUTH-SOUTHWEST OF WILMINGTON, AND 4.5
 AI6764'MI (7.2 KM) EAST OF CLARKSVILLE.  THE STATION IS ON THE SOUTH SIDE OF
 AI6764'W.  DALTON RD APPROXIMATELY 1.3 MI (2.1 KM) SOUTHWEST OF THE
 AI6764'INTERSECTION OF US ROUTE 68 AND W.  DALTON RD.
 AI6764'TO REACH THE STATION FROM THE INTERSECTION OF US 68 AND US 22 IN
 AI6764'WILMINGTON, PROCEED SOUTH ON US 68 FOR APPROXIMATELY 4.0 MI (6.4 KM)
 AI6764'TO A ROAD ON THE RIGHT.  TURN RIGHT AND HEAD SOUTHEAST ALONG W. DALTON
 AI6764'RD FOR APPROXIMATELY 1.3 MI (2.1 KM) TO THE STATION ON THE LEFT.
 AI6764'THE STATION IS APPROXIMATELY 63.3 M (207.7 FT) FROM THE APPROXIMATE
 AI6764'CENTERLINE OF A GRAVEL DRIVE AT THE EDGE OF PAVEMENT OF DALTON ROAD OF
 AI6764'A BROWN HOUSE ON THE SOUTH SIDE OF DALTON ROAD ACROSS FROM A DITCH ON
 AI6764'A MAGNETIC COMPASS AZIMUTH OF 248 DEGREES, 6.40 M (21.00 FT) FROM THE
 AI6764'CENTERLINE OF DALTON ROAD ON A MAGNETIC COMPASS AZIMUTH OF 151
 AI6764'DEGREES, 2.34 M (7.68 FT) FROM THE FENCE LINE ON A MAGNETIC COMPASS
 AI6764'AZIMUTH OF 333 DEGREES, AND 0.21 M (0.69 FT) FROM A WHITE WITNESS POST
 AI6764'ON A MAGNETIC COMPASS AZIMUTH OF 276 DEGREES.  THE STATION IS A
 AI6764'STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6764'AND STAMPED--GPS 25 2000-RECESSED 0.2 FT (6.1 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3219 ***********************************************************************
 MB3219  CBN         -  This is a Cooperative Base Network Control Station.
 MB3219  DESIGNATION -  25 1 1 OM R 175
 MB3219  PID         -  MB3219
 MB3219  STATE/COUNTY-  OH/CUYAHOGA
 MB3219  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3219
 MB3219                         *CURRENT SURVEY CONTROL
 MB3219  ___________________________________________________________________
 MB3219* NAD 83(1995)-  41 29 53.91134(N)    081 42 47.46521(W)     ADJUSTED  
 MB3219* NAVD 88     -       178.1    (meters)     584.     (feet)  GPS OBS   
 MB3219  ___________________________________________________________________
 MB3219  X           -     689,540.997 (meters)                     COMP
 MB3219  Y           -  -4,734,258.219 (meters)                     COMP
 MB3219  Z           -   4,204,126.860 (meters)                     COMP
 MB3219  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 MB3219  ELLIP HEIGHT-         143.81  (meters)          (09/23/04) GPS OBS
 MB3219  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 MB3219
 MB3219  HORZ ORDER  -  A
 MB3219  ELLP ORDER  -  FOURTH    CLASS I
 MB3219
 MB3219.The horizontal coordinates were established by GPS observations
 MB3219.and adjusted by the National Geodetic Survey in September 2004..
 MB3219
 MB3219.The orthometric height was determined by GPS observations and a
 MB3219.high-resolution geoid model.
 MB3219
 MB3219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3219
 MB3219.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3219
 MB3219.The ellipsoidal height was determined by GPS observations
 MB3219.and is referenced to NAD 83.
 MB3219
 MB3219.The geoid height was determined by GEOID03.
 MB3219
 MB3219;                    North         East     Units Scale Factor Converg.
 MB3219;SPC OH N     -   203,696.039   665,694.728   MT  0.99996734   +0 31 00.8
 MB3219;UTM  17      - 4,594,321.938   440,473.883   MT  0.99964360   -0 28 21.2
 MB3219
 MB3219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3219!SPC OH N     -   0.99997744  x   0.99996734  =   0.99994478
 MB3219!UTM  17      -   0.99997744  x   0.99964360  =   0.99962105
 MB3219
 MB3219                          SUPERSEDED SURVEY CONTROL
 MB3219
 MB3219  NAD 83(1995)-  41 29 53.91069(N)    081 42 47.46400(W) AD(       ) 2
 MB3219  ELLIP H (04/01/98)  143.83   (m)                       GP(       ) 4 1
 MB3219  NAD 83(1995)-  41 29 53.91151(N)    081 42 47.46402(W) AD(       ) 2
 MB3219  NAD 83(1986)-  41 29 53.91961(N)    081 42 47.46619(W) AD(       ) 2
 MB3219  NGVD 29 (11/06/91)  178.4    (m)          585.     (f) GPS OBS        
 MB3219
 MB3219.Superseded values are not recommended for survey control.
 MB3219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3219.See file dsdata.txt to determine how the superseded data were derived.
 MB3219
 MB3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4047494322(NAD 83)
 MB3219_MARKER: DD = SURVEY DISK
 MB3219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3219_SP_SET: CONCRETE POST
 MB3219_STAMPING: R 175
 MB3219_MARK LOGO: OH-035
 MB3219_PROJECTION: RECESSED 19 CENTIMETERS
 MB3219_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3219+STABILITY: SURFACE MOTION
 MB3219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3219+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 MB3219
 MB3219  HISTORY     - Date     Condition        Report By
 MB3219  HISTORY     - UNK      MONUMENTED
 MB3219  HISTORY     - 19900416 GOOD             AEROS
 MB3219  HISTORY     - 20030606 GOOD             WOOLPT
 MB3219
 MB3219                          STATION DESCRIPTION
 MB3219
 MB3219'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3219'THE STATION IS LOCATED ON WHISKEY ISLAND, NEAR DOWNTOWN CLEVELAND, AT
 MB3219'THE ONTARIO STONE CORP.
 MB3219'TO REACH FROM THE INTERSECTION OF DETROIT AVE AND WEST 28TH STREET, GO
 MB3219'NORTHWEST FOR 0.30 KM (0.20 MI) ON WEST 28TH STREET TO LOOP ROAD,
 MB3219'CONTINUE STRAIGHT AHEAD ON LOOP ROAD FOR 0.3 KM (0.20 MI) TO MULBERRY
 MB3219'STREET.  TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.10 MI) ON MULBERRY
 MB3219'STREET TO RIVER ROAD.  TURN RIGHT AND GO NORTHEAST FOR 0.3 KM
 MB3219'(0.20 MI) ON RIVER ROAD ACROSS A STEEL BRIDGE TO THE ONTARIO STONE
 MB3219'CORP. TURN LEFT AND GO WEST FOR 0.3 KM (0.20 MI) ON TRACK ROAD TO THE
 MB3219'STATION ON THE RIGHT.
 MB3219'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13CM DIAMETER CONCRETE
 MB3219'MONUMENT RECESSED 19 CM BELOW THE GROUND ENCASED IN A SQUARE IRON
 MB3219'MONUMENT BOX.  LOCATED ON THE NORTH SIDE OF THE RAILROAD TRACKS, 3.44
 MB3219'M (11.3 FT) NORTH OF THE NORTH RAIL OF TRACKS, 19.38 M (63.6 FT)
 MB3219'SOUTHWEST OF POLE.329535, 2.8 M (9.2 FT) SOUTH OF THE DIRT ROAD ON
 MB3219'NORTH SIDE OF TRACKS, 15.76 M (51.7 FT) SOUTHWEST OF A POWER POLE AT
 MB3219'EDGE OF DIRT ROAD.
 MB3219
 MB3219                          STATION RECOVERY (2003)
 MB3219
 MB3219'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (GTF)
 MB3219'RECOVERED AS DESCRIBED.  NOTE--THE DATUM POINT IS NOT AT THE CENTER OF
 MB3219'DISK.  IT IS A  DIMPLE TO THE RIGHT OF --NO--, BELOW CENTER OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3220 ***********************************************************************
 MB3220  DESIGNATION -  25 1 2
 MB3220  PID         -  MB3220
 MB3220  STATE/COUNTY-  OH/CUYAHOGA
 MB3220  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB3220
 MB3220                         *CURRENT SURVEY CONTROL
 MB3220  ___________________________________________________________________
 MB3220* NAD 83(1995)-  41 30 34.50015(N)    081 40 22.60271(W)     ADJUSTED  
 MB3220* NAVD 88     -       193.8    (meters)     636.     (feet)  VERTCON   
 MB3220  ___________________________________________________________________
 MB3220  X           -     692,747.277 (meters)                     COMP
 MB3220  Y           -  -4,732,963.295 (meters)                     COMP
 MB3220  Z           -   4,205,075.036 (meters)                     COMP
 MB3220  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 MB3220  ELLIP HEIGHT-         159.45  (meters)          (10/07/05) GPS OBS
 MB3220  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 MB3220
 MB3220  HORZ ORDER  -  SECOND
 MB3220  ELLP ORDER  -  FOURTH    CLASS I
 MB3220
 MB3220.The horizontal coordinates were established by GPS observations
 MB3220.and adjusted by the National Geodetic Survey in April 1998..
 MB3220
 MB3220.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3220
 MB3220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3220
 MB3220.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3220
 MB3220.The ellipsoidal height was determined by GPS observations
 MB3220.and is referenced to NAD 83.
 MB3220
 MB3220.The geoid height was determined by GEOID03.
 MB3220
 MB3220;                    North         East     Units Scale Factor Converg.
 MB3220;SPC OH N     -   204,979.235   669,042.539   MT  0.99996883   +0 32 36.0
 MB3220;UTM  17      - 4,595,546.733   443,842.251   MT  0.99963881   -0 26 45.6
 MB3220
 MB3220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3220!SPC OH N     -   0.99997499  x   0.99996883  =   0.99994382
 MB3220!UTM  17      -   0.99997499  x   0.99963881  =   0.99961381
 MB3220
 MB3220:                Primary Azimuth Mark                     Grid Az
 MB3220:SPC OH N     -  25 1 5 OM 1702                           273 00 39.9
 MB3220:UTM  17      -  25 1 5 OM 1702                           274 00 01.5
 MB3220
 MB3220|---------------------------------------------------------------------|
 MB3220| PID    Reference Object                     Distance      Geod. Az  |
 MB3220|                                                           dddmmss.s |
 MB3220| MB3223 25 1 5 OM 1702                      APPROX. 1.3 KM 2733315.9 |
 MB3220|---------------------------------------------------------------------|
 MB3220
 MB3220                          SUPERSEDED SURVEY CONTROL
 MB3220
 MB3220  ELLIP H (04/01/98)  159.44   (m)                       GP(       ) 4 1
 MB3220  NAD 83(1995)-  41 30 34.50070(N)    081 40 22.60269(W) AD(       ) 2
 MB3220  NAD 83(1986)-  41 30 34.50901(N)    081 40 22.60486(W) AD(       ) 2
 MB3220  NGVD 29 (11/06/91)  194.0    (m)          636.     (f) GPS OBS        
 MB3220
 MB3220.Superseded values are not recommended for survey control.
 MB3220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3220.See file dsdata.txt to determine how the superseded data were derived.
 MB3220
 MB3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4384295547(NAD 83)
 MB3220_MARKER: V = STONE MONUMENT
 MB3220_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MB3220_SP_SET: BURIED IN GROUND
 MB3220_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3220+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1990
 MB3220
 MB3220  HISTORY     - Date     Condition        Report By
 MB3220  HISTORY     - UNK      MONUMENTED
 MB3220  HISTORY     - 19900325 GOOD             AEROS
 MB3220
 MB3220                          STATION DESCRIPTION
 MB3220
 MB3220'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3220'STATION IS LOCATED IN THE CITY OF CLEVELAND, ABOUT 1.6 KM (1.00 MI)
 MB3220'SOUTH OF THE LAKEFRONT, 0.08 KM (0.05 MI) WEST OF INTERSTATE 90, AT
 MB3220'THE INTERSECTION OF EAST 26TH STREET AND SUPERIOR AVE.
 MB3220'TO REACH FROM THE INTERSECTION OF SUPERIOR AVE. AND THE CENTER OF THE
 MB3220'INTERSTATE 90 OVERPASS, GO SOUTHWEST FOR 60 M (196.8 FT) ON SUPERIOR
 MB3220'AVE., TO EAST 26TH STREET AND THE STATION.
 MB3220'STATION IS A STONE MONUMENT WITH DRILL HOLE RECESSED 44 CM BELOW THE
 MB3220'ROAD SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3220'CENTERLINE--CENTERLINE OF THE INTERSECTION, 2.98 M (9.8 FT) SOUTH OF A
 MB3220'MANHOLE, 19.81 M (65.0 FT) NORTHEAST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3221 ***********************************************************************
 MB3221  DESIGNATION -  25 1 3
 MB3221  PID         -  MB3221
 MB3221  STATE/COUNTY-  OH/CUYAHOGA
 MB3221  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB3221
 MB3221                         *CURRENT SURVEY CONTROL
 MB3221  ___________________________________________________________________
 MB3221* NAD 83(1995)-  41 29 48.11985(N)    081 42 02.39257(W)     ADJUSTED  
 MB3221* NAVD 88     -       180.2    (meters)     591.     (feet)  VERTCON   
 MB3221  ___________________________________________________________________
 MB3221  X           -     690,592.812 (meters)                     COMP
 MB3221  Y           -  -4,734,226.090 (meters)                     COMP
 MB3221  Z           -   4,203,994.385 (meters)                     COMP
 MB3221  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 MB3221  ELLIP HEIGHT-         145.85  (meters)          (10/07/05) GPS OBS
 MB3221  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 MB3221
 MB3221  HORZ ORDER  -  SECOND
 MB3221  ELLP ORDER  -  FOURTH    CLASS I
 MB3221
 MB3221.The horizontal coordinates were established by GPS observations
 MB3221.and adjusted by the National Geodetic Survey in April 1998..
 MB3221
 MB3221.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3221
 MB3221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3221
 MB3221.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3221
 MB3221.The ellipsoidal height was determined by GPS observations
 MB3221.and is referenced to NAD 83.
 MB3221
 MB3221.The geoid height was determined by GEOID03.
 MB3221
 MB3221;                    North         East     Units Scale Factor Converg.
 MB3221;SPC OH N     -   203,526.885   666,741.703   MT  0.99996713   +0 31 30.4
 MB3221;UTM  17      - 4,594,134.791   441,517.442   MT  0.99964209   -0 27 51.3
 MB3221
 MB3221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3221!SPC OH N     -   0.99997712  x   0.99996713  =   0.99994425
 MB3221!UTM  17      -   0.99997712  x   0.99964209  =   0.99961922
 MB3221
 MB3221:                Primary Azimuth Mark                     Grid Az
 MB3221:SPC OH N     -  20 1 4 OM 1128                           177 10 42.6
 MB3221:UTM  17      -  20 1 4 OM 1128                           178 10 04.3
 MB3221
 MB3221|---------------------------------------------------------------------|
 MB3221| PID    Reference Object                     Distance      Geod. Az  |
 MB3221|                                                           dddmmss.s |
 MB3221| MB3201 20 1 4 OM 1128                      APPROX. 0.5 KM 1774213.0 |
 MB3221|---------------------------------------------------------------------|
 MB3221
 MB3221                          SUPERSEDED SURVEY CONTROL
 MB3221
 MB3221  NAD 83(1995)-  41 29 48.12067(N)    081 42 02.39258(W) AD(       ) 2
 MB3221  NAD 83(1986)-  41 29 48.12878(N)    081 42 02.39474(W) AD(       ) 2
 MB3221  NGVD 29 (11/06/91)  180.4    (m)          592.     (f) GPS OBS        
 MB3221
 MB3221.Superseded values are not recommended for survey control.
 MB3221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3221.See file dsdata.txt to determine how the superseded data were derived.
 MB3221
 MB3221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4151794135(NAD 83)
 MB3221_MARKER: V = STONE MONUMENT
 MB3221_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3221_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3221_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3221+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1990
 MB3221
 MB3221  HISTORY     - Date     Condition        Report By
 MB3221  HISTORY     - UNK      MONUMENTED
 MB3221  HISTORY     - 19900416 GOOD             AEROS
 MB3221
 MB3221                          STATION DESCRIPTION
 MB3221
 MB3221'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3221'THE STATION IS LOCATED IN DOWNTOWN CLEVELAND, JUST NORTH OF THE
 MB3221'VETERANS MEMORIAL BRIDGE, .8 KM (0.50 MI) WEST OF THE DOWNTOWN POST
 MB3221'OFFICE.
 MB3221'TO REACH FROM THE JUNCTION OF INTERSTATE 90 AND SUPERIOR AVE, GO WEST
 MB3221'FOR 2.7 KM (1.70 MI) ON SUPERIOR AVE. TO OLD RIVER ROAD AND THE
 MB3221'STATION.
 MB3221'STATION IS A STONE MONUMENT WITH DRILL HOLE RECESSED 32 CM BELOW THE
 MB3221'ROAD SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED IN THE
 MB3221'CENTERLINE OF OLD RIVER ROAD, 8.7 M (28.5 FT) SOUTH OF THE CENTER OF A
 MB3221'BELL MANHOLE, 5.73 M (18.8 FT) EAST OF THE CENTER OF A BELL MANHOLE,
 MB3221'0.91 M (3.0 FT) EAST OF AN IRON PIN IN A SQUARE IRON MONUMENT BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3222 ***********************************************************************
 MB3222  DESIGNATION -  25 1 4
 MB3222  PID         -  MB3222
 MB3222  STATE/COUNTY-  OH/CUYAHOGA
 MB3222  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB3222
 MB3222                         *CURRENT SURVEY CONTROL
 MB3222  ___________________________________________________________________
 MB3222* NAD 83(1995)-  41 30 29.93325(N)    081 41 38.27260(W)     ADJUSTED  
 MB3222* NAVD 88     -       181.8    (meters)     596.     (feet)  VERTCON   
 MB3222  ___________________________________________________________________
 MB3222  X           -     691,023.099 (meters)                     COMP
 MB3222  Y           -  -4,733,300.637 (meters)                     COMP
 MB3222  Z           -   4,204,961.586 (meters)                     COMP
 MB3222  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 MB3222  ELLIP HEIGHT-         147.47  (meters)          (10/07/05) GPS OBS
 MB3222  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB3222
 MB3222  HORZ ORDER  -  FIRST
 MB3222  ELLP ORDER  -  FOURTH    CLASS I
 MB3222
 MB3222.This mark is at Burke Lakefront Airport (BKL)
 MB3222
 MB3222.The horizontal coordinates were established by GPS observations
 MB3222.and adjusted by the National Geodetic Survey in April 1998..
 MB3222
 MB3222.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3222
 MB3222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3222
 MB3222.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3222
 MB3222.The ellipsoidal height was determined by GPS observations
 MB3222.and is referenced to NAD 83.
 MB3222
 MB3222.The geoid height was determined by GEOID03.
 MB3222
 MB3222;                    North         East     Units Scale Factor Converg.
 MB3222;SPC OH N     -   204,821.923   667,289.191   MT  0.99996866   +0 31 46.3
 MB3222;UTM  17      - 4,595,419.762   442,087.025   MT  0.99964127   -0 27 35.7
 MB3222
 MB3222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3222!SPC OH N     -   0.99997687  x   0.99996866  =   0.99994553
 MB3222!UTM  17      -   0.99997687  x   0.99964127  =   0.99961815
 MB3222
 MB3222:                Primary Azimuth Mark                     Grid Az
 MB3222:SPC OH N     -  25 1 5 OM 1702                           061 09 08.5
 MB3222:UTM  17      -  25 1 5 OM 1702                           062 08 30.5
 MB3222
 MB3222|---------------------------------------------------------------------|
 MB3222| PID    Reference Object                     Distance      Geod. Az  |
 MB3222|                                                           dddmmss.s |
 MB3222| MB3223 25 1 5 OM 1702                      472.130 METERS 0614054.8 |
 MB3222|---------------------------------------------------------------------|
 MB3222
 MB3222                          SUPERSEDED SURVEY CONTROL
 MB3222
 MB3222  NAD 83(1995)-  41 30 29.93460(N)    081 41 38.27262(W) AD(       ) 1
 MB3222  NAD 83(1986)-  41 30 29.94230(N)    081 41 38.27478(W) AD(       ) 1
 MB3222  NGVD 29 (11/06/91)  182.0    (m)          597.     (f) GPS OBS        
 MB3222
 MB3222.Superseded values are not recommended for survey control.
 MB3222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3222.See file dsdata.txt to determine how the superseded data were derived.
 MB3222
 MB3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4208795420(NAD 83)
 MB3222_MARKER: I = METAL ROD
 MB3222_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3222_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3222_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3222+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3222
 MB3222  HISTORY     - Date     Condition        Report By
 MB3222  HISTORY     - UNK      MONUMENTED
 MB3222  HISTORY     - 19900324 GOOD             AEROS
 MB3222
 MB3222                          STATION DESCRIPTION
 MB3222
 MB3222'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3222'STATION IS LOCATED IN THE CITY OF CLEVELAND, BETWEEN CLEVELAND STADIUM
 MB3222'AND BURKE LAKE FRONT AIRPORT, AT THE INTERSECTION OF EAST 9TH STREET
 MB3222'AND ERIESIDE ROAD WEST, AND MARGINAL ROAD WEST.
 MB3222'TO REACH FROM THE INTERSECTION OF INTERSTATE 90 AND EAST 9TH STREET,
 MB3222'GO NORTHWEST FOR 1.615 KM (1.00 MI) ON EAST 9TH STREET TO ITS
 MB3222'INTERSECTION WITH ERIESIDE ROAD WEST, NORTH MARGINAL ROAD EAST, AND
 MB3222'THE STATION.
 MB3222'STATION IS A 1 CM DIAMETER IRON ROD RECESSED 19 CM BELOW THE ROAD
 MB3222'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.   LOCATED AT THE
 MB3222'CENTERLINE--CENTERLINE OF THE INTERSECTION, 17.67 M (58.0 FT)
 MB3222'SOUTHWEST OF A FIRE HYDRANT, 21.3 M (69.9 FT) NORTHWEST OF POLE.52036,
 MB3222'2.13 M (7.0 FT) EAST OF THE CENTERLINE OF EAST 9TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3223 ***********************************************************************
 MB3223  DESIGNATION -  25 1 5 OM 1702
 MB3223  PID         -  MB3223
 MB3223  STATE/COUNTY-  OH/CUYAHOGA
 MB3223  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB3223
 MB3223                         *CURRENT SURVEY CONTROL
 MB3223  ___________________________________________________________________
 MB3223* NAD 83(1995)-  41 30 37.19235(N)    081 41 20.34958(W)     ADJUSTED  
 MB3223* NAVD 88     -       177.8    (meters)     583.     (feet)  VERTCON   
 MB3223  ___________________________________________________________________
 MB3223  X           -     691,412.504 (meters)                     COMP
 MB3223  Y           -  -4,733,090.766 (meters)                     COMP
 MB3223  Z           -   4,205,126.663 (meters)                     COMP
 MB3223  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 MB3223  ELLIP HEIGHT-         143.50  (meters)          (10/07/05) GPS OBS
 MB3223  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB3223
 MB3223  HORZ ORDER  -  SECOND
 MB3223  ELLP ORDER  -  FOURTH    CLASS I
 MB3223
 MB3223.This mark is at Burke Lakefront Airport (BKL)
 MB3223
 MB3223.The horizontal coordinates were established by GPS observations
 MB3223.and adjusted by the National Geodetic Survey in April 1998..
 MB3223
 MB3223.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3223
 MB3223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3223
 MB3223.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3223
 MB3223.The ellipsoidal height was determined by GPS observations
 MB3223.and is referenced to NAD 83.
 MB3223
 MB3223.The geoid height was determined by GEOID03.
 MB3223
 MB3223;                    North         East     Units Scale Factor Converg.
 MB3223;SPC OH N     -   205,049.710   667,702.720   MT  0.99996893   +0 31 58.1
 MB3223;UTM  17      - 4,595,640.302   442,504.289   MT  0.99964068   -0 27 23.9
 MB3223
 MB3223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3223!SPC OH N     -   0.99997749  x   0.99996893  =   0.99994642
 MB3223!UTM  17      -   0.99997749  x   0.99964068  =   0.99961818
 MB3223
 MB3223:                Primary Azimuth Mark                     Grid Az
 MB3223:SPC OH N     -  25 1 2                                   093 00 39.5
 MB3223:UTM  17      -  25 1 2                                   094 00 01.5
 MB3223
 MB3223|---------------------------------------------------------------------|
 MB3223| PID    Reference Object                     Distance      Geod. Az  |
 MB3223|                                                           dddmmss.s |
 MB3223| MB3220 25 1 2                              APPROX. 1.3 KM 0933237.6 |
 MB3223| MB3222 25 1 4                              472.130 METERS 2414106.7 |
 MB3223|---------------------------------------------------------------------|
 MB3223
 MB3223                          SUPERSEDED SURVEY CONTROL
 MB3223
 MB3223  NAD 83(1995)-  41 30 37.19341(N)    081 41 20.34958(W) AD(       ) 2
 MB3223  NAD 83(1986)-  41 30 37.20133(N)    081 41 20.35175(W) AD(       ) 2
 MB3223  NGVD 29 (11/06/91)  178.1    (m)          584.     (f) GPS OBS        
 MB3223
 MB3223.Superseded values are not recommended for survey control.
 MB3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3223.See file dsdata.txt to determine how the superseded data were derived.
 MB3223
 MB3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4250495640(NAD 83)
 MB3223_MARKER: DD = SURVEY DISK
 MB3223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3223_SP_SET: CONCRETE POST
 MB3223_STAMPING: OM 1702
 MB3223_MARK LOGO: CRGS  
 MB3223_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3223+STABILITY: SURFACE MOTION
 MB3223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3223+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1990
 MB3223
 MB3223  HISTORY     - Date     Condition        Report By
 MB3223  HISTORY     - UNK      MONUMENTED
 MB3223  HISTORY     - 19900325 GOOD             AEROS
 MB3223  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 MB3223
 MB3223                          STATION DESCRIPTION
 MB3223
 MB3223'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3223'STATION IS LOCATED IN THE CITY OF CLEVELAND, IN FRONT OF BURKE LAKE
 MB3223'FRONT AIRPORT, 457 M (1499.3 FT) EAST OF EAST 9TH STREET ON MARGINAL
 MB3223'ROAD.
 MB3223'TO REACH FROM THE INTERSECTION OF INTERSTATE 90 AND EAST 9TH STREET,
 MB3223'GO NORTHWEST FOR 1.615 KM (1.00 MI) ON EAST 9TH STREET TO NORTH
 MB3223'MARGINAL ROAD.  TURN RIGHT AND GO EAST FOR 0.5 KM (0.30 MI) ON
 MB3223'MARGINAL ROAD TO THE STATION ON THE RIGHT.
 MB3223'STATION IS A SURVEY DISK SET INTO THE TOP OF A 15 CM CONCRETE MONUMENT
 MB3223'RECESSED 17 CM BELOW THE GROUND ENCASED IN A ROUND IRON MONUMENT BOX.
 MB3223'LOCATED ON THE SOUTH BERM OF NORTH MARGINAL ROAD, 4.39 M (14.4 FT)
 MB3223'SOUTH OF THE CENTERLINE OF NORTH MARGINAL ROAD, 0.70 M (2.3 FT) SOUTH
 MB3223'OF THE SOUTH CURB, 9.38 M (30.8 FT) NORTH OF LIGHT POLE.126-B-26.
 MB3223
 MB3223                          STATION RECOVERY (2006)
 MB3223
 MB3223'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB3223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3224 ***********************************************************************
 MB3224  DESIGNATION -  25 1 6 OM 1695
 MB3224  PID         -  MB3224
 MB3224  STATE/COUNTY-  OH/CUYAHOGA
 MB3224  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB3224
 MB3224                         *CURRENT SURVEY CONTROL
 MB3224  ___________________________________________________________________
 MB3224* NAD 83(1995)-  41 31 50.60474(N)    081 39 07.56626(W)     ADJUSTED  
 MB3224* NAVD 88     -       183.3    (meters)     601.     (feet)  VERTCON   
 MB3224  ___________________________________________________________________
 MB3224  X           -     694,241.913 (meters)                     COMP
 MB3224  Y           -  -4,731,163.253 (meters)                     COMP
 MB3224  Z           -   4,206,826.052 (meters)                     COMP
 MB3224  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 MB3224  ELLIP HEIGHT-         148.95  (meters)          (10/07/05) GPS OBS
 MB3224  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 MB3224
 MB3224  HORZ ORDER  -  SECOND
 MB3224  ELLP ORDER  -  FOURTH    CLASS I
 MB3224
 MB3224.The horizontal coordinates were established by GPS observations
 MB3224.and adjusted by the National Geodetic Survey in April 1998..
 MB3224
 MB3224.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3224
 MB3224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3224
 MB3224.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3224
 MB3224.The ellipsoidal height was determined by GPS observations
 MB3224.and is referenced to NAD 83.
 MB3224
 MB3224.The geoid height was determined by GEOID03.
 MB3224
 MB3224;                    North         East     Units Scale Factor Converg.
 MB3224;SPC OH N     -   207,343.673   670,759.672   MT  0.99997175   +0 33 25.3
 MB3224;UTM  17      - 4,597,880.393   445,599.369   MT  0.99963642   -0 25 56.5
 MB3224
 MB3224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3224!SPC OH N     -   0.99997664  x   0.99997175  =   0.99994839
 MB3224!UTM  17      -   0.99997664  x   0.99963642  =   0.99961307
 MB3224
 MB3224                          SUPERSEDED SURVEY CONTROL
 MB3224
 MB3224  ELLIP H (04/01/98)  148.94   (m)                       GP(       ) 4 1
 MB3224  NAD 83(1995)-  41 31 50.60496(N)    081 39 07.56624(W) AD(       ) 2
 MB3224  NAD 83(1986)-  41 31 50.61357(N)    081 39 07.56839(W) AD(       ) 2
 MB3224  NGVD 29 (11/06/91)  183.5    (m)          602.     (f) GPS OBS        
 MB3224
 MB3224.Superseded values are not recommended for survey control.
 MB3224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3224.See file dsdata.txt to determine how the superseded data were derived.
 MB3224
 MB3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4559997880(NAD 83)
 MB3224_MARKER: DD = SURVEY DISK
 MB3224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3224_SP_SET: CONCRETE POST
 MB3224_STAMPING: OM 1695
 MB3224_MARK LOGO: CRGS  
 MB3224_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3224+STABILITY: SURFACE MOTION
 MB3224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3224+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3224
 MB3224  HISTORY     - Date     Condition        Report By
 MB3224  HISTORY     - UNK      MONUMENTED
 MB3224  HISTORY     - 19900326 GOOD             AEROS
 MB3224
 MB3224                          STATION DESCRIPTION
 MB3224
 MB3224'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3224'STATION IS LOCATED IN THE CITY OF CLEVELAND, 0.16 KM (0.10 MI) SOUTH
 MB3224'OF THE LAKE ERIE SHORE LINE, AND INTERSTATE 90, AT THE INTERSECTION OF
 MB3224'NORTH MARGINAL ROAD AND EAST 55TH STREET.
 MB3224'TO REACH FROM THE INTERSECTION OF THE CENTER OF THE EAST 55TH STREET
 MB3224'OVERPASS OF INTERSTATE 90, GO NORTH FOR 45 M (147.6 FT) ON EAST 55TH
 MB3224'STREET TO ITS INTERSECTION WITH NORTH MARGINAL AVE. AND THE STATION.
 MB3224'STATION IS A SURVEY DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MB3224'SET FLUSH WITH THE SIDEWALK ENCASED IN A ROUND IRON MONUMENT BOX.
 MB3224'LOCATED IN THE CONCRETE ISLAND ON THE WEST SIDE OF EAST 55TH STREET,
 MB3224'10.27 M (33.7 FT) WEST OF THE CENTERLINE OF EAST 55TH STREET, 0.77 M
 MB3224'(2.5 FT) NORTH OF THE CENTERLINE OF NORTH MARGINAL PRODUCED, 9.04 M
 MB3224'(29.7 FT) SOUTHEAST OF A LIGHT POLE, 5.33 M (17.5 FT) SOUTH OF THE
 MB3224'NORTH CORNER OF THE TRIANGLE ISLAND, 1.16 M (3.8 FT) WEST OF THE EAST
 MB3224'EDGE OF THE TRIANGLE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3225 ***********************************************************************
 MB3225  DESIGNATION -  25 1 7
 MB3225  PID         -  MB3225
 MB3225  STATE/COUNTY-  OH/CUYAHOGA
 MB3225  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB3225
 MB3225                         *CURRENT SURVEY CONTROL
 MB3225  ___________________________________________________________________
 MB3225* NAD 83(1995)-  41 30 01.82543(N)    081 39 44.12334(W)     ADJUSTED  
 MB3225* NAVD 88     -       203.0    (meters)     666.     (feet)  VERTCON   
 MB3225  ___________________________________________________________________
 MB3225  X           -     693,728.089 (meters)                     COMP
 MB3225  Y           -  -4,733,501.801 (meters)                     COMP
 MB3225  Z           -   4,204,326.215 (meters)                     COMP
 MB3225  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 MB3225  ELLIP HEIGHT-         168.69  (meters)          (10/07/05) GPS OBS
 MB3225  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 MB3225
 MB3225  HORZ ORDER  -  SECOND
 MB3225  ELLP ORDER  -  FOURTH    CLASS I
 MB3225
 MB3225.The horizontal coordinates were established by GPS observations
 MB3225.and adjusted by the National Geodetic Survey in April 1998..
 MB3225
 MB3225.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3225
 MB3225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3225
 MB3225.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3225
 MB3225.The ellipsoidal height was determined by GPS observations
 MB3225.and is referenced to NAD 83.
 MB3225
 MB3225.The geoid height was determined by GEOID03.
 MB3225
 MB3225;                    North         East     Units Scale Factor Converg.
 MB3225;SPC OH N     -   203,979.781   669,944.488   MT  0.99996763   +0 33 01.3
 MB3225;UTM  17      - 4,594,532.191   444,726.518   MT  0.99963760   -0 26 19.8
 MB3225
 MB3225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3225!SPC OH N     -   0.99997354  x   0.99996763  =   0.99994117
 MB3225!UTM  17      -   0.99997354  x   0.99963760  =   0.99961115
 MB3225
 MB3225                          SUPERSEDED SURVEY CONTROL
 MB3225
 MB3225  NAD 83(1995)-  41 30 01.82615(N)    081 39 44.12334(W) AD(       ) 2
 MB3225  NAD 83(1986)-  41 30 01.83431(N)    081 39 44.12548(W) AD(       ) 2
 MB3225  NGVD 29 (11/06/91)  203.2    (m)          667.     (f) GPS OBS        
 MB3225
 MB3225.Superseded values are not recommended for survey control.
 MB3225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3225.See file dsdata.txt to determine how the superseded data were derived.
 MB3225
 MB3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4472794532(NAD 83)
 MB3225_MARKER: I = METAL ROD
 MB3225_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3225_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3225_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3225+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1990
 MB3225
 MB3225  HISTORY     - Date     Condition        Report By
 MB3225  HISTORY     - UNK      MONUMENTED
 MB3225  HISTORY     - 19900325 GOOD             AEROS
 MB3225
 MB3225                          STATION DESCRIPTION
 MB3225
 MB3225'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3225'STATION IS LOCATED IN THE CITY OF CLEVELAND, 0.8 KM (0.50 MI) EAST OF
 MB3225'INTERSTATE 90, 1.1 KM (0.70 MI) NORTH OF INTERSTATE 77, AT THE
 MB3225'INTERSECTION OF CARNEGIE AVE. AND EAST 36TH STREET.
 MB3225'TO REACH FROM THE JUNCTION OF INTERSTATE 90 AND CARNEGIE AVE., GO EAST
 MB3225'FOR 2.1 KM (1.30 MI) ON CARNEGIE AVE. TO ITS INTERSECTION WITH EAST
 MB3225'36TH STREET AND THE STATION.
 MB3225'STATION IS A 2.5 CM IRON ROD RECESSED 25 CM BELOW THE ROAD SURFACE
 MB3225'ENCASED IN A SQUARE IRON MONUMENT BOX.   LOCATED ON THE CENTERLINE OF
 MB3225'EAST 36TH STREET, ON THE CENTERLINE OF THE NORTH WESTBOUND LANE OF
 MB3225'CARNEGIE AVE., 8.78 M (28.8 FT) SOUTHEAST OF THE OM MONUMENT AT THE
 MB3225'NORTHWEST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3328 ***********************************************************************
 KY3328  DESIGNATION -  25 DWP
 KY3328  PID         -  KY3328
 KY3328  STATE/COUNTY-  OH/STARK
 KY3328  USGS QUAD   -  LIMAVILLE (1994)
 KY3328
 KY3328                         *CURRENT SURVEY CONTROL
 KY3328  ___________________________________________________________________
 KY3328* NAD 83(1995)-  40 54 10.59982(N)    081 07 44.95215(W)     ADJUSTED  
 KY3328* NAVD 88     -       386.43   (+/-2cm)    1267.8    (feet)  VERTCON   
 KY3328  ___________________________________________________________________
 KY3328  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 KY3328  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KY3328
 KY3328  HORZ ORDER  -  SECOND
 KY3328  VERT ORDER  -  THIRD ? (See Below)
 KY3328
 KY3328.The horizontal coordinates were established by classical geodetic methods
 KY3328.and adjusted by the National Geodetic Survey in April 1998..
 KY3328
 KY3328.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3328.The vertical order pertains to the NGVD 29 superseded value.
 KY3328
 KY3328.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3328
 KY3328.The geoid height was determined by GEOID03.
 KY3328
 KY3328;                    North         East     Units Scale Factor Converg.
 KY3328;SPC OH N     -   138,191.098   715,494.144   MT  0.99994326   +0 54 02.1
 KY3328;UTM  17      - 4,527,991.088   489,122.084   MT  0.99960146   -0 05 04.4
 KY3328
 KY3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3328!SPC OH N     -   0.99994464  x   0.99994326  =   0.99988790
 KY3328!UTM  17      -   0.99994464  x   0.99960146  =   0.99954612
 KY3328
 KY3328                          SUPERSEDED SURVEY CONTROL
 KY3328
 KY3328  NAD 83(1986)-  40 54 10.60485(N)    081 07 44.95705(W) AD(       ) 2
 KY3328  NAD 27      -  40 54 10.39168(N)    081 07 45.60318(W) AD(       ) 2
 KY3328  NGVD 29 (07/19/86)  386.60   (m)         1268.4    (f) LEVELING    3  
 KY3328
 KY3328.Superseded values are not recommended for survey control.
 KY3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3328.See file dsdata.txt to determine how the superseded data were derived.
 KY3328
 KY3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8912227991(NAD 83)
 KY3328_STAMPING: 1268 TT 25 DWP 1950
 KY3328_MARK LOGO: USGS  
 KY3328
 KY3328  HISTORY     - Date     Condition        Report By
 KY3328  HISTORY     - 1950     MONUMENTED       USGS
 KY3328  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KY3328  HISTORY     - 19981031 GOOD             USPSQD
 KY3328
 KY3328                          STATION DESCRIPTION
 KY3328
 KY3328'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KY3328'SEE STATION MT UNION
 KY3328
 KY3328                          STATION RECOVERY (1977)
 KY3328
 KY3328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3328'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO PREVIOUS
 KY3328'DESCRIPTION WRITTEN FOR THIS STATION, EXCEPT AS REFERENCE
 KY3328'MARK TO MOUNT UNION 1950.
 KY3328'
 KY3328'THE STATION IS IN THE SOUTHWEST PART OF ALLIANCE, ON THE WEST
 KY3328'SIDE OF WESTERN AVENUE.
 KY3328'
 KY3328'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 KY3328'STATE HIGHWAY 183 IN ALLIANCE, GO WEST ON HIGHWAY 62 FOR 1.2
 KY3328'MILES TO THE JUNCTION WITH WESTERN AVENUE.  TURN RIGHT AND GO
 KY3328'NORTH ON WESTERN AVENUE FOR 0.05 MILE TO THE STATION ON THE
 KY3328'LEFT.
 KY3328'
 KY3328'STATION MARK, STAMPED---1268 TT 25 DWP 1950---, IS A U.S.
 KY3328'GEOLOGICAL SURVEY BENCH MARK STATION DISK SET IN THE TOP OF A
 KY3328'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 KY3328'THE GROUND.  IT IS 71.5 FEET EAST OF THE SOUTHEAST CORNER OF
 KY3328'HOUSE NUMBER 1871, 17 FEET WEST OF THE CENTER OF WESTERN AVENUE,
 KY3328'AND 9.4 FEET NORTH OF POWER LINE POLE NUMBER 187.
 KY3328'
 KY3328'THIS STATION USED AS A REFERENCE MARK TO TRIANGULATION STATION
 KY3328'MT UNION 2.  A TRAVERSE CONNECTION WAS MADE TO MT UNION 2.
 KY3328'
 KY3328'DESCRIBED BY B.R. LEWIS.
 KY3328
 KY3328                          STATION RECOVERY (1998)
 KY3328
 KY3328'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY3328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1558 ***********************************************************************
 MB1558  DESIGNATION -  25 N OM 293
 MB1558  PID         -  MB1558
 MB1558  STATE/COUNTY-  OH/CUYAHOGA
 MB1558  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1558
 MB1558                         *CURRENT SURVEY CONTROL
 MB1558  ___________________________________________________________________
 MB1558* NAD 83(1995)-  41 31 20.01778(N)    081 39 06.36284(W)     ADJUSTED  
 MB1558* NAVD 88     -       190.534  (meters)     625.11   (feet)  ADJUSTED  
 MB1558  ___________________________________________________________________
 MB1558  X           -     694,361.134 (meters)                     COMP
 MB1558  Y           -  -4,731,783.539 (meters)                     COMP
 MB1558  Z           -   4,206,124.364 (meters)                     COMP
 MB1558  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 MB1558  ELLIP HEIGHT-         156.17  (meters)          (10/07/05) GPS OBS
 MB1558  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB1558  DYNAMIC HT  -         190.459 (meters)     624.86  (feet)  COMP
 MB1558  MODELED GRAV-     980,226.6   (mgal)                       NAVD 88
 MB1558
 MB1558  HORZ ORDER  -  SECOND
 MB1558  VERT ORDER  -  FIRST     CLASS II
 MB1558  ELLP ORDER  -  FOURTH    CLASS I
 MB1558
 MB1558.The horizontal coordinates were established by GPS observations
 MB1558.and adjusted by the National Geodetic Survey in April 1998..
 MB1558
 MB1558.The orthometric height was determined by differential leveling
 MB1558.and adjusted by the National Geodetic Survey in June 1991..
 MB1558
 MB1558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1558
 MB1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1558
 MB1558.The ellipsoidal height was determined by GPS observations
 MB1558.and is referenced to NAD 83.
 MB1558
 MB1558.The geoid height was determined by GEOID03.
 MB1558
 MB1558.The dynamic height is computed by dividing the NAVD 88
 MB1558.geopotential number by the normal gravity value computed on the
 MB1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1558.degrees latitude (g = 980.6199 gals.).
 MB1558
 MB1558.The modeled gravity was interpolated from observed gravity values.
 MB1558
 MB1558;                    North         East     Units Scale Factor Converg.
 MB1558;SPC OH N     -   206,400.374   670,796.745   MT  0.99997056   +0 33 26.1
 MB1558;UTM  17      - 4,596,936.910   445,620.142   MT  0.99963639   -0 25 55.5
 MB1558
 MB1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1558!SPC OH N     -   0.99997551  x   0.99997056  =   0.99994607
 MB1558!UTM  17      -   0.99997551  x   0.99963639  =   0.99961190
 MB1558
 MB1558                          SUPERSEDED SURVEY CONTROL
 MB1558
 MB1558  ELLIP H (04/01/98)  156.16   (m)                       GP(       ) 4 1
 MB1558  NAD 83(1995)-  41 31 20.01800(N)    081 39 06.36283(W) AD(       ) 2
 MB1558  NAD 83(1986)-  41 31 20.02660(N)    081 39 06.36497(W) AD(       ) 2
 MB1558  NGVD 29 (06/03/92)  190.765  (m)          625.87   (f) ADJUSTED    1 2
 MB1558
 MB1558.Superseded values are not recommended for survey control.
 MB1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1558.See file dsdata.txt to determine how the superseded data were derived.
 MB1558
 MB1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4562096937(NAD 83)
 MB1558_MARKER: DD = SURVEY DISK
 MB1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1558_SP_SET: CONCRETE POST
 MB1558_STAMPING: OM 293
 MB1558_MARK LOGO: CRGS  
 MB1558_PROJECTION: RECESSED 15 CENTIMETERS
 MB1558_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1558+STABILITY: SURFACE MOTION
 MB1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1558+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB1558
 MB1558  HISTORY     - Date     Condition        Report By
 MB1558  HISTORY     - UNK      MONUMENTED       CRGS
 MB1558  HISTORY     - 1981     GOOD             NGS
 MB1558  HISTORY     - 19891005 GOOD             NGS
 MB1558  HISTORY     - 19900326 GOOD             AEROS
 MB1558  HISTORY     - 20040920 MARK NOT FOUND   OHDT
 MB1558
 MB1558                          STATION DESCRIPTION
 MB1558
 MB1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1558'IN CLEVELAND.
 MB1558'THE MARK IS 0.12 M BELOW SIDEWALK.
 MB1558'IN CLEVELAND, AT THE SOUTHEAST ANGLE OF THE JUNCTION OF ST. CLAIR
 MB1558'AVENUE AND 55TH STREET, 3.78 METERS (12.4 FEET) WEST-SOUTHWEST OF A
 MB1558'METAL POLE SUPPORTING TRAFFIC LIGHTS, 1.13 METERS (3.7 FEET) NORTHWEST
 MB1558'OF THE EMERGENCY TELEPHONE BOX 66, 0.43 METER (1.4 FEET) SOUTHEAST OF
 MB1558'THE SOUTHEAST CURB OF ST. CLAIR AVENUE.  NOTE--ACCESS TO MARK IS
 MB1558'THROUGH A 9-INCH ROUND IRON PLATE MARKED (NOW OR MON), ACCORDING TO
 MB1558'WHICH WAY YOU LOOK AT IT.
 MB1558
 MB1558                          STATION RECOVERY (1989)
 MB1558
 MB1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1558'IN CLEVELAND, AT THE SOUTHEAST ANGLE OF THE JUNCTION OF ST. CLAIR
 MB1558'AVENUE AND 55TH STREET, IN FRONT OF A SOHIO GAS STATION, 3.78 METERS
 MB1558'(12.4 FEET) WEST OF A METAL POLE SUPPORTING TRAFFIC LIGHTS, 1.13
 MB1558'METERS (3.7 FEET) NORTHWEST OF THE EMERGENCY TELEPHONE BOX 66, 0.43
 MB1558'METER (1.4 FEET) SOUTHEAST OF THE SOUTHEAST CURB OF ST. CLAIR
 MB1558'AVENUE, RECESSED 5 1NCHES IN A 9-INCH ROUND CAST IRON BOX WITH NO
 MB1558'COVER, IN THE SIDEWALK.
 MB1558
 MB1558                          STATION RECOVERY (1990)
 MB1558
 MB1558'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 MB1558'STATION IS LOCATED IN THE CITY OF CLEVELAND, 1.6 KM (1.00 MI) SOUTH OF
 MB1558'INTERSTATE 90 AND THE LAKE ERIE SHORELINE, AT THE INTERSECTION OF ST.
 MB1558'CLAIR AVE. AND EAST 55TH STREET.
 MB1558'TO REACH FROM THE INTERSECTION OF INTERSTATE 90 AND EAST 55TH, GO
 MB1558'SOUTH FOR 1.0 KM (0.60 MI) ON EAST 55TH STREET TO ITS INTERSECTION
 MB1558'WITH ST. CLAIR AVE. AND THE STATION.
 MB1558'STATION IS A SURVEY DISK SET INTO THE TOP OF A 14 CM DIAMETER CONCRETE
 MB1558'MONUMENT RECESSED 4 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON
 MB1558'MONUMENT BOX.  LOCATED IN THE SIDEWALK, AT THE SOUTHEAST CORNER OF THE
 MB1558'INTERSECTION, 11.88 M (39.0 FT) SOUTH OF THE CENTERLINE OF ST. CLAIR
 MB1558'AVE., 14.02 M (46.0 FT) EAST OF THE CENTERLINE OF 55TH STREET, 1.86 M
 MB1558'(6.1 FT) NORTHWEST OF A WATER METER, 1.22 M (4.0 FT) NORTHWEST OF THE
 MB1558'FACE OF A FIRE ALARM BOX, 6.85 M (22.5 FT) SOUTHEAST OF THE CENTER OF
 MB1558'A BELL MANHOLE.
 MB1558
 MB1558                          STATION RECOVERY (2004)
 MB1558
 MB1558'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1558'CONCRETE REWORKED IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0410 ***********************************************************************
 JZ0410  DESIGNATION -  250
 JZ0410  PID         -  JZ0410
 JZ0410  STATE/COUNTY-  OH/HAMILTON
 JZ0410  USGS QUAD   -  NEWPORT (1987)
 JZ0410
 JZ0410                         *CURRENT SURVEY CONTROL
 JZ0410  ___________________________________________________________________
 JZ0410* NAD 83(1986)-  39 03 22.     (N)    084 25 03.     (W)     SCALED    
 JZ0410* NAVD 88     -       149.061  (meters)     489.04   (feet)  ADJUSTED  
 JZ0410  ___________________________________________________________________
 JZ0410  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0410  DYNAMIC HT  -         148.968 (meters)     488.74  (feet)  COMP
 JZ0410  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 JZ0410
 JZ0410  VERT ORDER  -  FIRST     CLASS II
 JZ0410
 JZ0410.The horizontal coordinates were scaled from a topographic map and have
 JZ0410.an estimated accuracy of +/- 6 seconds.
 JZ0410
 JZ0410.The orthometric height was determined by differential leveling
 JZ0410.and adjusted by the National Geodetic Survey in June 1991..
 JZ0410
 JZ0410.The geoid height was determined by GEOID03.
 JZ0410
 JZ0410.The dynamic height is computed by dividing the NAVD 88
 JZ0410.geopotential number by the normal gravity value computed on the
 JZ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0410.degrees latitude (g = 980.6199 gals.).
 JZ0410
 JZ0410.The modeled gravity was interpolated from observed gravity values.
 JZ0410
 JZ0410;                    North         East    Units  Estimated Accuracy
 JZ0410;SPC OH S     -   119,000.      434,050.      MT  (+/- 180 meters Scaled)
 JZ0410
 JZ0410                          SUPERSEDED SURVEY CONTROL
 JZ0410
 JZ0410  NGVD 29 (??/??/92)  149.241  (m)          489.63   (f) ADJ UNCH    1 2
 JZ0410
 JZ0410.Superseded values are not recommended for survey control.
 JZ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0410.See file dsdata.txt to determine how the superseded data were derived.
 JZ0410
 JZ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ234261(NAD 83)
 JZ0410_MARKER: DD = SURVEY DISK
 JZ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0410_STAMPING: 250
 JZ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0410+STABILITY: SURFACE MOTION
 JZ0410
 JZ0410  HISTORY     - Date     Condition        Report By
 JZ0410  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0410  HISTORY     - 1949     GOOD             NGS
 JZ0410
 JZ0410                          STATION DESCRIPTION
 JZ0410
 JZ0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0410'AT CINCINNATI.
 JZ0410'AT CINCINNATI, IN THE SUBURBS OF CALIFORNIA, AT THE INTERSECTION
 JZ0410'OF KELLOGG AVENUE AND SUTTON ROAD, AT THE MAIN ENTRANCE TO CONEY
 JZ0410'ISLAND PARK, 95.5 FEET NORTHWEST OF THE PROLONGED CENTER LINE OF
 JZ0410'SUTTON ROAD, 41 FEET NORTHWEST OF A FIRE HYDRANT, 31 FEET
 JZ0410'SOUTHWEST OF THE CENTER LINE OF KELLOGG AVENUE, 16.5 FEET SOUTHEAST
 JZ0410'OF POWER LINE POLE PAINTED BUS STOP, 1 FOOT SOUTHWEST OF THE
 JZ0410'SOUTHWEST CURB OF KELLOGG AVENUE, ABOUT LEVEL WITH THE SIDEWALK
 JZ0410'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1634 ***********************************************************************
 KZ1634  DESIGNATION -  250 B
 KZ1634  PID         -  KZ1634
 KZ1634  STATE/COUNTY-  OH/CHAMPAIGN
 KZ1634  USGS QUAD   -  NORTHVILLE (1973)
 KZ1634
 KZ1634                         *CURRENT SURVEY CONTROL
 KZ1634  ___________________________________________________________________
 KZ1634* NAD 83(1986)-  40 13 43.     (N)    083 45 51.     (W)     SCALED    
 KZ1634* NAVD 88     -       330.72   (+/-2cm)    1085.0    (feet)  VERTCON   
 KZ1634  ___________________________________________________________________
 KZ1634  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KZ1634
 KZ1634  VERT ORDER  -  ? (See Below)
 KZ1634
 KZ1634.The horizontal coordinates were scaled from a topographic map and have
 KZ1634.an estimated accuracy of +/- 6 seconds.
 KZ1634
 KZ1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1634.The vertical order pertains to the NGVD 29 superseded value.
 KZ1634
 KZ1634.The geoid height was determined by GEOID03.
 KZ1634
 KZ1634;                    North         East    Units  Estimated Accuracy
 KZ1634;SPC OH S     -   248,170.      492,410.      MT  (+/- 180 meters Scaled)
 KZ1634
 KZ1634                          SUPERSEDED SURVEY CONTROL
 KZ1634
 KZ1634  NGVD 29 (??/??/92)  330.919  (m)         1085.69   (f) ADJ UNCH    ?  
 KZ1634
 KZ1634.Superseded values are not recommended for survey control.
 KZ1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1634.See file dsdata.txt to determine how the superseded data were derived.
 KZ1634
 KZ1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE648567(NAD 83)
 KZ1634_MARKER: B = BOLT
 KZ1634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1634_SP_SET: BRIDGE
 KZ1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ1634+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 KZ1634
 KZ1634  HISTORY     - Date     Condition        Report By
 KZ1634  HISTORY     - UNK      MONUMENTED       PCRR
 KZ1634  HISTORY     - 1935     GOOD             NGS
 KZ1634  HISTORY     - 20051102 GOOD             INDIV
 KZ1634
 KZ1634                          STATION DESCRIPTION
 KZ1634
 KZ1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1634'1.2 MI S FROM WEST LIBERTY.
 KZ1634'IN CHAMPAIGN COUNTY, 1.2 MILES SOUTH ALONG THE CLEVELAND,
 KZ1634'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT
 KZ1634'WEST LIBERTY, LOGAN COUNTY, AT CONCRETE BRIDGE 250 B, IN THE
 KZ1634'TOP OF THE NORTHWEST CORNER, 9.9 FEET WEST OF THE WEST RAIL, AND
 KZ1634'ABOUT 1 FOOT LOWER THAN THE TRACK.  AN IRON BOLT.
 KZ1634
 KZ1634                          STATION RECOVERY (2005)
 KZ1634
 KZ1634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WJC)
 KZ1634'FOUND BY ACCU-AIR SURVEYS, INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0138 ***********************************************************************
 LA0138  DESIGNATION -  251
 LA0138  PID         -  LA0138
 LA0138  STATE/COUNTY-  OH/DARKE
 LA0138  USGS QUAD   -  VERSAILLES (1973)
 LA0138
 LA0138                         *CURRENT SURVEY CONTROL
 LA0138  ___________________________________________________________________
 LA0138* NAD 83(1986)-  40 13 34.     (N)    084 27 54.     (W)     SCALED    
 LA0138* NAVD 88     -       296.44   (+/-2cm)     972.6    (feet)  VERTCON   
 LA0138  ___________________________________________________________________
 LA0138  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LA0138
 LA0138  VERT ORDER  -  ? (See Below)
 LA0138
 LA0138.The horizontal coordinates were scaled from a topographic map and have
 LA0138.an estimated accuracy of +/- 6 seconds.
 LA0138
 LA0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA0138.The vertical order pertains to the NGVD 29 superseded value.
 LA0138
 LA0138.The geoid height was determined by GEOID03.
 LA0138
 LA0138;                    North         East    Units  Estimated Accuracy
 LA0138;SPC OH S     -   248,960.      432,760.      MT  (+/- 180 meters Scaled)
 LA0138
 LA0138                          SUPERSEDED SURVEY CONTROL
 LA0138
 LA0138  NGVD 29 (??/??/92)  296.620  (m)          973.16   (f) ADJ UNCH    ?  
 LA0138
 LA0138.Superseded values are not recommended for survey control.
 LA0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0138.See file dsdata.txt to determine how the superseded data were derived.
 LA0138
 LA0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK156559(NAD 83)
 LA0138_MARKER: B = BOLT
 LA0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0138_SP_SET: BRIDGE
 LA0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0138
 LA0138  HISTORY     - Date     Condition        Report By
 LA0138  HISTORY     - UNK      MONUMENTED       PCRR
 LA0138  HISTORY     - 1934     GOOD             NGS
 LA0138
 LA0138                          STATION DESCRIPTION
 LA0138
 LA0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0138'1.5 MI E FROM VERSAILLES.
 LA0138'1.5 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0138'ST. LOUIS RAILWAY FROM THE STATION AT VERSAILLES, DARKE COUNTY,
 LA0138'0.1 MILE WEST OF MILEPOST 180, IN THE TOP OF THE NORTHEAST
 LA0138'WINGWALL OF BRIDGE 251, 8 FEET NORTH OF THE NORTH RAIL, AND
 LA0138'ABOUT 2 FEET LOWER THAN THE TRACK.  A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1632 ***********************************************************************
 KZ1632  DESIGNATION -  251
 KZ1632  PID         -  KZ1632
 KZ1632  STATE/COUNTY-  OH/CHAMPAIGN
 KZ1632  USGS QUAD   -  NORTHVILLE (1973)
 KZ1632
 KZ1632                         *CURRENT SURVEY CONTROL
 KZ1632  ___________________________________________________________________
 KZ1632* NAD 83(1986)-  40 11 57.     (N)    083 46 21.     (W)     SCALED    
 KZ1632* NAVD 88     -       324.06   (+/-2cm)    1063.2    (feet)  VERTCON   
 KZ1632  ___________________________________________________________________
 KZ1632  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KZ1632
 KZ1632  VERT ORDER  -  ? (See Below)
 KZ1632
 KZ1632.The horizontal coordinates were scaled from a topographic map and have
 KZ1632.an estimated accuracy of +/- 6 seconds.
 KZ1632
 KZ1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1632.The vertical order pertains to the NGVD 29 superseded value.
 KZ1632
 KZ1632.The geoid height was determined by GEOID03.
 KZ1632
 KZ1632;                    North         East    Units  Estimated Accuracy
 KZ1632;SPC OH S     -   244,910.      491,650.      MT  (+/- 180 meters Scaled)
 KZ1632
 KZ1632                          SUPERSEDED SURVEY CONTROL
 KZ1632
 KZ1632  NGVD 29 (??/??/92)  324.258  (m)         1063.84   (f) ADJ UNCH    ?  
 KZ1632
 KZ1632.Superseded values are not recommended for survey control.
 KZ1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1632.See file dsdata.txt to determine how the superseded data were derived.
 KZ1632
 KZ1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE640535(NAD 83)
 KZ1632_MARKER: B = BOLT
 KZ1632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1632_SP_SET: BRIDGE
 KZ1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1632
 KZ1632  HISTORY     - Date     Condition        Report By
 KZ1632  HISTORY     - UNK      MONUMENTED       PCRR
 KZ1632  HISTORY     - 1935     GOOD             NGS
 KZ1632
 KZ1632                          STATION DESCRIPTION
 KZ1632
 KZ1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1632'0.4 MI N FROM LIPPINCOTTS.
 KZ1632'0.4 MILE NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 KZ1632'LOUIS RAILWAY FROM THE STATION AT LIPPINCOTTS, AT PLATE GIRDER
 KZ1632'BRIDGE 251, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL,
 KZ1632'4.9 FEET WEST OF THE WEST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE
 KZ1632'TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0383 ***********************************************************************
 JZ0383  DESIGNATION -  251
 JZ0383  PID         -  JZ0383
 JZ0383  STATE/COUNTY-  OH/HAMILTON
 JZ0383  USGS QUAD   -  NEWPORT (1987)
 JZ0383
 JZ0383                         *CURRENT SURVEY CONTROL
 JZ0383  ___________________________________________________________________
 JZ0383* NAD 83(1986)-  39 03 59.     (N)    084 24 21.     (W)     SCALED    
 JZ0383* NAVD 88     -       172.565  (meters)     566.16   (feet)  ADJUSTED  
 JZ0383  ___________________________________________________________________
 JZ0383  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0383  DYNAMIC HT  -         172.457 (meters)     565.80  (feet)  COMP
 JZ0383  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 JZ0383
 JZ0383  VERT ORDER  -  FIRST     CLASS II
 JZ0383
 JZ0383.The horizontal coordinates were scaled from a topographic map and have
 JZ0383.an estimated accuracy of +/- 6 seconds.
 JZ0383
 JZ0383.The orthometric height was determined by differential leveling
 JZ0383.and adjusted by the National Geodetic Survey in June 1991..
 JZ0383
 JZ0383.The geoid height was determined by GEOID03.
 JZ0383
 JZ0383.The dynamic height is computed by dividing the NAVD 88
 JZ0383.geopotential number by the normal gravity value computed on the
 JZ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0383.degrees latitude (g = 980.6199 gals.).
 JZ0383
 JZ0383.The modeled gravity was interpolated from observed gravity values.
 JZ0383
 JZ0383;                    North         East    Units  Estimated Accuracy
 JZ0383;SPC OH S     -   120,120.      435,080.      MT  (+/- 180 meters Scaled)
 JZ0383
 JZ0383                          SUPERSEDED SURVEY CONTROL
 JZ0383
 JZ0383  NGVD 29 (??/??/92)  172.744  (m)          566.74   (f) ADJ UNCH    1 2
 JZ0383
 JZ0383.Superseded values are not recommended for survey control.
 JZ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0383.See file dsdata.txt to determine how the superseded data were derived.
 JZ0383
 JZ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ244273(NAD 83)
 JZ0383_MARKER: DD = SURVEY DISK
 JZ0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0383_SP_SET: BRIDGE
 JZ0383_STAMPING: 251
 JZ0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0383
 JZ0383  HISTORY     - Date     Condition        Report By
 JZ0383  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0383  HISTORY     - 1947     GOOD             NGS
 JZ0383  HISTORY     - 1985     GOOD             USPSQD
 JZ0383
 JZ0383                          STATION DESCRIPTION
 JZ0383
 JZ0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0383'AT CALIFORNIA.
 JZ0383'THREE MILE RD., E. SIDE ON THIRD CONCRETE BRIDGE N. OF KELLOGG
 JZ0383'AVENUE (APPROX. 1 MILE N. OF KELLOGG AVE.).  DISC ON MONUMENT
 JZ0383'ON TOP AND IN CENTER OF S.E. WING WALL, 3 FEET S. OF S. END OF
 JZ0383'RAILING (BRIDGE LABELED-THREE MILE RD. NO. 382-BRIDGE NO. 8).
 JZ0383
 JZ0383                          STATION RECOVERY (1985)
 JZ0383
 JZ0383'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0376 ***********************************************************************
 JZ0376  DESIGNATION -  252
 JZ0376  PID         -  JZ0376
 JZ0376  STATE/COUNTY-  OH/HAMILTON
 JZ0376  USGS QUAD   -  NEWPORT (1987)
 JZ0376
 JZ0376                         *CURRENT SURVEY CONTROL
 JZ0376  ___________________________________________________________________
 JZ0376* NAD 83(1986)-  39 04 31.     (N)    084 23 31.     (W)     SCALED    
 JZ0376* NAVD 88     -       216.467  (meters)     710.19   (feet)  ADJUSTED  
 JZ0376  ___________________________________________________________________
 JZ0376  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0376  DYNAMIC HT  -         216.332 (meters)     709.75  (feet)  COMP
 JZ0376  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JZ0376
 JZ0376  VERT ORDER  -  FIRST     CLASS II
 JZ0376
 JZ0376.The horizontal coordinates were scaled from a topographic map and have
 JZ0376.an estimated accuracy of +/- 6 seconds.
 JZ0376
 JZ0376.The orthometric height was determined by differential leveling
 JZ0376.and adjusted by the National Geodetic Survey in June 1991..
 JZ0376
 JZ0376.The geoid height was determined by GEOID03.
 JZ0376
 JZ0376.The dynamic height is computed by dividing the NAVD 88
 JZ0376.geopotential number by the normal gravity value computed on the
 JZ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0376.degrees latitude (g = 980.6199 gals.).
 JZ0376
 JZ0376.The modeled gravity was interpolated from observed gravity values.
 JZ0376
 JZ0376;                    North         East    Units  Estimated Accuracy
 JZ0376;SPC OH S     -   121,090.      436,300.      MT  (+/- 180 meters Scaled)
 JZ0376
 JZ0376                          SUPERSEDED SURVEY CONTROL
 JZ0376
 JZ0376  NGVD 29 (??/??/92)  216.647  (m)          710.78   (f) ADJ UNCH    1 2
 JZ0376
 JZ0376.Superseded values are not recommended for survey control.
 JZ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0376.See file dsdata.txt to determine how the superseded data were derived.
 JZ0376
 JZ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ256283(NAD 83)
 JZ0376_MARKER: DB = BENCH MARK DISK
 JZ0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0376_SP_SET: MONUMENT
 JZ0376_STAMPING: 252
 JZ0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0376
 JZ0376  HISTORY     - Date     Condition        Report By
 JZ0376  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0376  HISTORY     - 1947     GOOD             NGS
 JZ0376
 JZ0376                          STATION DESCRIPTION
 JZ0376
 JZ0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0376'AT CALIFORNIA.
 JZ0376'AT CALIFORNIA ON THREE MILE ROAD ON THE EAST SIDE OF THE THIRD
 JZ0376'CONCRETE BRIDGE NORTH OF KELLOGG AVENUE.  DISK ON MONUMENT ON
 JZ0376'TOP OF AND IN THE CENTER OF SOUTHEAST WING WALL, 3.0 FEET SOUTH
 JZ0376'OF SOUTH END OF RAILING.  (BRIDGE LABELED THREE MILE ROAD
 JZ0376'382-BRIDGE 8.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1628 ***********************************************************************
 KZ1628  DESIGNATION -  255
 KZ1628  PID         -  KZ1628
 KZ1628  STATE/COUNTY-  OH/CHAMPAIGN
 KZ1628  USGS QUAD   -  NORTHVILLE (1973)
 KZ1628
 KZ1628                         *CURRENT SURVEY CONTROL
 KZ1628  ___________________________________________________________________
 KZ1628* NAD 83(1986)-  40 09 23.     (N)    083 46 04.     (W)     SCALED    
 KZ1628* NAVD 88     -       317.896  (meters)    1042.96   (feet)  ADJUSTED  
 KZ1628  ___________________________________________________________________
 KZ1628  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KZ1628  DYNAMIC HT  -         317.724 (meters)    1042.40  (feet)  COMP
 KZ1628  MODELED GRAV-     980,075.9   (mgal)                       NAVD 88
 KZ1628
 KZ1628  VERT ORDER  -  SECOND    CLASS 0
 KZ1628
 KZ1628.The horizontal coordinates were scaled from a topographic map and have
 KZ1628.an estimated accuracy of +/- 6 seconds.
 KZ1628
 KZ1628.The orthometric height was determined by differential leveling
 KZ1628.and adjusted by the National Geodetic Survey in June 1991..
 KZ1628
 KZ1628.The geoid height was determined by GEOID03.
 KZ1628
 KZ1628.The dynamic height is computed by dividing the NAVD 88
 KZ1628.geopotential number by the normal gravity value computed on the
 KZ1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1628.degrees latitude (g = 980.6199 gals.).
 KZ1628
 KZ1628.The modeled gravity was interpolated from observed gravity values.
 KZ1628
 KZ1628;                    North         East    Units  Estimated Accuracy
 KZ1628;SPC OH S     -   240,160.      491,990.      MT  (+/- 180 meters Scaled)
 KZ1628
 KZ1628                          SUPERSEDED SURVEY CONTROL
 KZ1628
 KZ1628  NGVD 29 (??/??/92)  318.091  (m)         1043.60   (f) ADJ UNCH    2 0
 KZ1628
 KZ1628.Superseded values are not recommended for survey control.
 KZ1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1628.See file dsdata.txt to determine how the superseded data were derived.
 KZ1628
 KZ1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE642487(NAD 83)
 KZ1628_MARKER: B = BOLT
 KZ1628_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1628_SP_SET: BRIDGE
 KZ1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1628
 KZ1628  HISTORY     - Date     Condition        Report By
 KZ1628  HISTORY     - UNK      MONUMENTED       PCRR
 KZ1628  HISTORY     - 1959     GOOD             NGS
 KZ1628
 KZ1628                          STATION DESCRIPTION
 KZ1628
 KZ1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1628'2.6 MI S FROM LIPPINCOTTS.
 KZ1628'2.6 MILES SOUTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KZ1628'ST. LOUIS RAILWAY FROM THE STATION AT LIPPINCOTTS, AT CONCRETE
 KZ1628'BRIDGE 255, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL,
 KZ1628'11.9 FEET EAST OF THE EAST RAIL, AND ABOUT 1/2 FOOT LOWER THAN
 KZ1628'THE TRACK.  AN IRON BOLT.  NOTE-- THIS MARK IS A HEMISPHERICAL
 KZ1628'BOLT HEAD SET IN A BRIDGE HEADWALL.  THIS HEADWALL IS IN POOR
 KZ1628'CONDITION AND IS COMPLETELY BROKEN OFF SIX INCHES NORTH OF THE
 KZ1628'BOLT HEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0370 ***********************************************************************
 JZ0370  DESIGNATION -  256
 JZ0370  PID         -  JZ0370
 JZ0370  STATE/COUNTY-  OH/HAMILTON
 JZ0370  USGS QUAD   -  NEWPORT (1987)
 JZ0370
 JZ0370                         *CURRENT SURVEY CONTROL
 JZ0370  ___________________________________________________________________
 JZ0370* NAD 83(1986)-  39 06 02.     (N)    084 23 13.     (W)     SCALED    
 JZ0370* NAVD 88     -       216.600  (meters)     710.63   (feet)  ADJUSTED  
 JZ0370  ___________________________________________________________________
 JZ0370  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0370  DYNAMIC HT  -         216.464 (meters)     710.18  (feet)  COMP
 JZ0370  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JZ0370
 JZ0370  VERT ORDER  -  FIRST     CLASS II
 JZ0370
 JZ0370.The horizontal coordinates were scaled from a topographic map and have
 JZ0370.an estimated accuracy of +/- 6 seconds.
 JZ0370
 JZ0370.The orthometric height was determined by differential leveling
 JZ0370.and adjusted by the National Geodetic Survey in June 1991..
 JZ0370
 JZ0370.The geoid height was determined by GEOID03.
 JZ0370
 JZ0370.The dynamic height is computed by dividing the NAVD 88
 JZ0370.geopotential number by the normal gravity value computed on the
 JZ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0370.degrees latitude (g = 980.6199 gals.).
 JZ0370
 JZ0370.The modeled gravity was interpolated from observed gravity values.
 JZ0370
 JZ0370;                    North         East    Units  Estimated Accuracy
 JZ0370;SPC OH S     -   123,880.      436,790.      MT  (+/- 180 meters Scaled)
 JZ0370
 JZ0370                          SUPERSEDED SURVEY CONTROL
 JZ0370
 JZ0370  NGVD 29 (??/??/92)  216.780  (m)          711.22   (f) ADJ UNCH    1 2
 JZ0370
 JZ0370.Superseded values are not recommended for survey control.
 JZ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0370.See file dsdata.txt to determine how the superseded data were derived.
 JZ0370
 JZ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ259311(NAD 83)
 JZ0370_MARKER: DB = BENCH MARK DISK
 JZ0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0370_STAMPING: 256
 JZ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0370+STABILITY: SURFACE MOTION
 JZ0370
 JZ0370  HISTORY     - Date     Condition        Report By
 JZ0370  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0370  HISTORY     - 1947     GOOD             NGS
 JZ0370  HISTORY     - 1985     GOOD             USPSQD
 JZ0370
 JZ0370                          STATION DESCRIPTION
 JZ0370
 JZ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0370'AT MOUNT WASHINGTON.
 JZ0370'AT MOUNT WASHINGTON, ALONG BEECHMONT AVENUE, IN THE 2400 BLOCK,
 JZ0370'1.9 FEET EAST OF THE EAST CURB OF BEECHMONT AVENUE, 45.6 FEET
 JZ0370'SOUTH OF THE SOUTH EDGE OF A DRIVEWAY TO HOUSE 2438, ABOUT 0.5
 JZ0370'FOOT HIGHER THAN THE STREET.  A CONCRETE POST SET FLUSH WITH
 JZ0370'THE GROUND.
 JZ0370
 JZ0370                          STATION RECOVERY (1985)
 JZ0370
 JZ0370'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0370'14' SOUTH OF SOUTH EDGE OF DRIVE TO 2500 BEECHMONT-- NEWER APARTMENT
 JZ0370'BLDG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1627 ***********************************************************************
 KZ1627  DESIGNATION -  256
 KZ1627  PID         -  KZ1627
 KZ1627  STATE/COUNTY-  OH/CHAMPAIGN
 KZ1627  USGS QUAD   -  NORTHVILLE (1973)
 KZ1627
 KZ1627                         *CURRENT SURVEY CONTROL
 KZ1627  ___________________________________________________________________
 KZ1627* NAD 83(1986)-  40 09 15.     (N)    083 46 01.     (W)     SCALED    
 KZ1627* NAVD 88     -       317.56   (+/-2cm)    1041.9    (feet)  VERTCON   
 KZ1627  ___________________________________________________________________
 KZ1627  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KZ1627
 KZ1627  VERT ORDER  -  ? (See Below)
 KZ1627
 KZ1627.The horizontal coordinates were scaled from a topographic map and have
 KZ1627.an estimated accuracy of +/- 6 seconds.
 KZ1627
 KZ1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1627.The vertical order pertains to the NGVD 29 superseded value.
 KZ1627
 KZ1627.The geoid height was determined by GEOID03.
 KZ1627
 KZ1627;                    North         East    Units  Estimated Accuracy
 KZ1627;SPC OH S     -   239,910.      492,060.      MT  (+/- 180 meters Scaled)
 KZ1627
 KZ1627                          SUPERSEDED SURVEY CONTROL
 KZ1627
 KZ1627  NGVD 29 (??/??/92)  317.756  (m)         1042.50   (f) ADJ UNCH    ?  
 KZ1627
 KZ1627.Superseded values are not recommended for survey control.
 KZ1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1627.See file dsdata.txt to determine how the superseded data were derived.
 KZ1627
 KZ1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE643485(NAD 83)
 KZ1627_MARKER: B = BOLT
 KZ1627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1627_SP_SET: BRIDGE
 KZ1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1627
 KZ1627  HISTORY     - Date     Condition        Report By
 KZ1627  HISTORY     - UNK      MONUMENTED       PCRR
 KZ1627  HISTORY     - 1935     GOOD             NGS
 KZ1627
 KZ1627                          STATION DESCRIPTION
 KZ1627
 KZ1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1627'2.7 MI S FROM LIPPINCOTTS.
 KZ1627'2.7 MILES SOUTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KZ1627'ST. LOUIS RAILWAY FROM THE STATION AT LIPPINCOTTS, OPPOSITE POLE
 KZ1627'112/40, AND IN THE TOP OF THE NORTHWEST CORNER OF BRIDGE 256.
 KZ1627'AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0194 ***********************************************************************
 JZ0194  DESIGNATION -  257
 JZ0194  PID         -  JZ0194
 JZ0194  STATE/COUNTY-  OH/MONTGOMERY
 JZ0194  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0194
 JZ0194                         *CURRENT SURVEY CONTROL
 JZ0194  ___________________________________________________________________
 JZ0194* NAD 83(1986)-  39 44 41.     (N)    084 28 55.     (W)     SCALED    
 JZ0194* NAVD 88     -       286.737  (meters)     940.74   (feet)  ADJUSTED  
 JZ0194  ___________________________________________________________________
 JZ0194  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JZ0194  DYNAMIC HT  -         286.573 (meters)     940.20  (feet)  COMP
 JZ0194  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 JZ0194
 JZ0194  VERT ORDER  -  SECOND    CLASS 0
 JZ0194
 JZ0194.The horizontal coordinates were scaled from a topographic map and have
 JZ0194.an estimated accuracy of +/- 6 seconds.
 JZ0194
 JZ0194.The orthometric height was determined by differential leveling
 JZ0194.and adjusted by the National Geodetic Survey in June 1991..
 JZ0194
 JZ0194.The geoid height was determined by GEOID03.
 JZ0194
 JZ0194.The dynamic height is computed by dividing the NAVD 88
 JZ0194.geopotential number by the normal gravity value computed on the
 JZ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0194.degrees latitude (g = 980.6199 gals.).
 JZ0194
 JZ0194.The modeled gravity was interpolated from observed gravity values.
 JZ0194
 JZ0194;                    North         East    Units  Estimated Accuracy
 JZ0194;SPC OH S     -   195,550.      430,150.      MT  (+/- 180 meters Scaled)
 JZ0194
 JZ0194                          SUPERSEDED SURVEY CONTROL
 JZ0194
 JZ0194  NGVD 29 (??/??/92)  286.907  (m)          941.29   (f) ADJ UNCH    2 0
 JZ0194
 JZ0194.Superseded values are not recommended for survey control.
 JZ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0194.See file dsdata.txt to determine how the superseded data were derived.
 JZ0194
 JZ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK157024(NAD 83)
 JZ0194_MARKER: DD = SURVEY DISK
 JZ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0194_STAMPING: 257
 JZ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0194+STABILITY: SURFACE MOTION
 JZ0194
 JZ0194  HISTORY     - Date     Condition        Report By
 JZ0194  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0194  HISTORY     - 1947     GOOD             NGS
 JZ0194  HISTORY     - 20041015 MARK NOT FOUND   INDIV
 JZ0194
 JZ0194                          STATION DESCRIPTION
 JZ0194
 JZ0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0194'2.8 MI E FROM WEST ALEXANDRIA.
 JZ0194'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0194'WEST ALEXANDRIA, ABOUT 3.15 MILES WEST OF THE UNITED BRETHREN
 JZ0194'CHURCH AT JOHNSVILLE, MONTGOMERY COUNTY, AT THE PREBLE-MONTGOMERY
 JZ0194'COUNTY LINE, 37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14
 JZ0194'FEET EAST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 3 FEET
 JZ0194'NORTH OF A ROAD IDENTIFICATION SIGN, 4.5 FEET WEST OF A FENCE
 JZ0194'LINE, 5.5 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 JZ0194'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 JZ0194'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ0194
 JZ0194                          STATION RECOVERY (2004)
 JZ0194
 JZ0194'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0367 ***********************************************************************
 JZ0367  DESIGNATION -  257
 JZ0367  PID         -  JZ0367
 JZ0367  STATE/COUNTY-  OH/HAMILTON
 JZ0367  USGS QUAD   -  NEWPORT (1987)
 JZ0367
 JZ0367                         *CURRENT SURVEY CONTROL
 JZ0367  ___________________________________________________________________
 JZ0367* NAD 83(1986)-  39 06 35.     (N)    084 24 08.     (W)     SCALED    
 JZ0367* NAVD 88     -       151.678  (meters)     497.63   (feet)  ADJUSTED  
 JZ0367  ___________________________________________________________________
 JZ0367  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0367  DYNAMIC HT  -         151.582 (meters)     497.32  (feet)  COMP
 JZ0367  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 JZ0367
 JZ0367  VERT ORDER  -  FIRST     CLASS II
 JZ0367
 JZ0367.The horizontal coordinates were scaled from a topographic map and have
 JZ0367.an estimated accuracy of +/- 6 seconds.
 JZ0367
 JZ0367.The orthometric height was determined by differential leveling
 JZ0367.and adjusted by the National Geodetic Survey in June 1991..
 JZ0367
 JZ0367.The geoid height was determined by GEOID03.
 JZ0367
 JZ0367.The dynamic height is computed by dividing the NAVD 88
 JZ0367.geopotential number by the normal gravity value computed on the
 JZ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0367.degrees latitude (g = 980.6199 gals.).
 JZ0367
 JZ0367.The modeled gravity was interpolated from observed gravity values.
 JZ0367
 JZ0367;                    North         East    Units  Estimated Accuracy
 JZ0367;SPC OH S     -   124,930.      435,490.      MT  (+/- 180 meters Scaled)
 JZ0367
 JZ0367                          SUPERSEDED SURVEY CONTROL
 JZ0367
 JZ0367  NGVD 29 (??/??/92)  151.858  (m)          498.22   (f) ADJ UNCH    1 2
 JZ0367
 JZ0367.Superseded values are not recommended for survey control.
 JZ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0367.See file dsdata.txt to determine how the superseded data were derived.
 JZ0367
 JZ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ246321(NAD 83)
 JZ0367_MARKER: DD = SURVEY DISK
 JZ0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0367_SP_SET: BRIDGE
 JZ0367_STAMPING: 257
 JZ0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0367
 JZ0367  HISTORY     - Date     Condition        Report By
 JZ0367  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0367  HISTORY     - 1947     GOOD             NGS
 JZ0367  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0367
 JZ0367                          STATION DESCRIPTION
 JZ0367
 JZ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0367'AT CINCINNATI.
 JZ0367'AT CINCINNATI IN BEECHMONT AVENUE BRIDGE OVER LITTLE MIAMI RIVER
 JZ0367'IN THE TOP OF THE WINGWALL ON SOUTH OR AIRPORT SIDE OF BRIDGE,
 JZ0367'124.8 FEET WEST OF THE WEST END OF BRIDGE, 28.4 FEET SOUTH
 JZ0367'OF THE CENTERLINE OF BEECHMONT AVENUE, 3.0 FEET WEST OF THE 5
 JZ0367'FEET RETAINING WALL, ABOUT LEVEL WITH STREET, A DRILL SET IN
 JZ0367'TOP OF RETAINING WALL.
 JZ0367
 JZ0367                          STATION RECOVERY (1961)
 JZ0367
 JZ0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1626 ***********************************************************************
 KZ1626  DESIGNATION -  257
 KZ1626  PID         -  KZ1626
 KZ1626  STATE/COUNTY-  OH/CHAMPAIGN
 KZ1626  USGS QUAD   -  NORTHVILLE (1973)
 KZ1626
 KZ1626                         *CURRENT SURVEY CONTROL
 KZ1626  ___________________________________________________________________
 KZ1626* NAD 83(1986)-  40 08 52.     (N)    083 45 52.     (W)     SCALED    
 KZ1626* NAVD 88     -       317.71   (+/-2cm)    1042.4    (feet)  VERTCON   
 KZ1626  ___________________________________________________________________
 KZ1626  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KZ1626
 KZ1626  VERT ORDER  -  ? (See Below)
 KZ1626
 KZ1626.The horizontal coordinates were scaled from a topographic map and have
 KZ1626.an estimated accuracy of +/- 6 seconds.
 KZ1626
 KZ1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1626.The vertical order pertains to the NGVD 29 superseded value.
 KZ1626
 KZ1626.The geoid height was determined by GEOID03.
 KZ1626
 KZ1626;                    North         East    Units  Estimated Accuracy
 KZ1626;SPC OH S     -   239,200.      492,260.      MT  (+/- 180 meters Scaled)
 KZ1626
 KZ1626                          SUPERSEDED SURVEY CONTROL
 KZ1626
 KZ1626  NGVD 29 (??/??/92)  317.900  (m)         1042.98   (f) ADJ UNCH    ?  
 KZ1626
 KZ1626.Superseded values are not recommended for survey control.
 KZ1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1626.See file dsdata.txt to determine how the superseded data were derived.
 KZ1626
 KZ1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE645478(NAD 83)
 KZ1626_MARKER: B = BOLT
 KZ1626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1626_SP_SET: BRIDGE
 KZ1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1626
 KZ1626  HISTORY     - Date     Condition        Report By
 KZ1626  HISTORY     - UNK      MONUMENTED       PCRR
 KZ1626  HISTORY     - 1935     GOOD             NGS
 KZ1626
 KZ1626                          STATION DESCRIPTION
 KZ1626
 KZ1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1626'2.9 MI N FROM URBANA.
 KZ1626'2.9 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 KZ1626'LOUIS RAILWAY FROM THE STATION AT URBANA, AT BRIDGE 257, IN THE
 KZ1626'TOP OF THE NORTHWEST CORNER, 4.8 FEET WEST OF THE WEST RAIL, AND
 KZ1626'ABOUT 1 FOOT LOWER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1625 ***********************************************************************
 KZ1625  DESIGNATION -  257 B
 KZ1625  PID         -  KZ1625
 KZ1625  STATE/COUNTY-  OH/CHAMPAIGN
 KZ1625  USGS QUAD   -  URBANA WEST (1983)
 KZ1625
 KZ1625                         *CURRENT SURVEY CONTROL
 KZ1625  ___________________________________________________________________
 KZ1625* NAD 83(1986)-  40 07 00.     (N)    083 45 28.     (W)     SCALED    
 KZ1625* NAVD 88     -       318.21   (+/-2cm)    1044.0    (feet)  VERTCON   
 KZ1625  ___________________________________________________________________
 KZ1625  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KZ1625
 KZ1625  VERT ORDER  -  ? (See Below)
 KZ1625
 KZ1625.The horizontal coordinates were scaled from a topographic map and have
 KZ1625.an estimated accuracy of +/- 6 seconds.
 KZ1625
 KZ1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1625.The vertical order pertains to the NGVD 29 superseded value.
 KZ1625
 KZ1625.The geoid height was determined by GEOID03.
 KZ1625
 KZ1625;                    North         East    Units  Estimated Accuracy
 KZ1625;SPC OH S     -   235,730.      492,780.      MT  (+/- 180 meters Scaled)
 KZ1625
 KZ1625                          SUPERSEDED SURVEY CONTROL
 KZ1625
 KZ1625  NGVD 29 (??/??/92)  318.403  (m)         1044.63   (f) ADJ UNCH    ?  
 KZ1625
 KZ1625.Superseded values are not recommended for survey control.
 KZ1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1625.See file dsdata.txt to determine how the superseded data were derived.
 KZ1625
 KZ1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE649443(NAD 83)
 KZ1625_MARKER: B = BOLT
 KZ1625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1625_SP_SET: BRIDGE
 KZ1625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1625
 KZ1625  HISTORY     - Date     Condition        Report By
 KZ1625  HISTORY     - UNK      MONUMENTED       PCRR
 KZ1625  HISTORY     - 1935     GOOD             NGS
 KZ1625
 KZ1625                          STATION DESCRIPTION
 KZ1625
 KZ1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1625'0.7 MI N FROM URBANA.
 KZ1625'0.7 MILE NORTH ALONG THE CLEVELAND, CINCINNATI, AND ST. LOUIS
 KZ1625'RAILWAY FROM THE STATION AT URBANA, 60 YARDS WEST OF A BRICK
 KZ1625'SCHOOL BUILDING, AT BRIDGE 257 B OVER A GRAVEL ROAD, IN THE TOP
 KZ1625'OF THE NORTHWEST CORNER OF THE BRIDGE, 7.5 FEET WEST OF THE
 KZ1625'WEST RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  AN IRON
 KZ1625'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0360 ***********************************************************************
 JZ0360  DESIGNATION -  258
 JZ0360  PID         -  JZ0360
 JZ0360  STATE/COUNTY-  OH/HAMILTON
 JZ0360  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0360
 JZ0360                         *CURRENT SURVEY CONTROL
 JZ0360  ___________________________________________________________________
 JZ0360* NAD 83(1986)-  39 07 33.     (N)    084 24 39.     (W)     SCALED    
 JZ0360* NAVD 88     -       153.498  (meters)     503.60   (feet)  ADJUSTED  
 JZ0360  ___________________________________________________________________
 JZ0360  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0360  DYNAMIC HT  -         153.400 (meters)     503.28  (feet)  COMP
 JZ0360  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JZ0360
 JZ0360  VERT ORDER  -  FIRST     CLASS II
 JZ0360
 JZ0360.The horizontal coordinates were scaled from a topographic map and have
 JZ0360.an estimated accuracy of +/- 6 seconds.
 JZ0360
 JZ0360.The orthometric height was determined by differential leveling
 JZ0360.and adjusted by the National Geodetic Survey in June 1991..
 JZ0360
 JZ0360.The geoid height was determined by GEOID03.
 JZ0360
 JZ0360.The dynamic height is computed by dividing the NAVD 88
 JZ0360.geopotential number by the normal gravity value computed on the
 JZ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0360.degrees latitude (g = 980.6199 gals.).
 JZ0360
 JZ0360.The modeled gravity was interpolated from observed gravity values.
 JZ0360
 JZ0360;                    North         East    Units  Estimated Accuracy
 JZ0360;SPC OH S     -   126,730.      434,790.      MT  (+/- 180 meters Scaled)
 JZ0360
 JZ0360                          SUPERSEDED SURVEY CONTROL
 JZ0360
 JZ0360  NGVD 29 (??/??/92)  153.676  (m)          504.19   (f) ADJ UNCH    1 2
 JZ0360
 JZ0360.Superseded values are not recommended for survey control.
 JZ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0360.See file dsdata.txt to determine how the superseded data were derived.
 JZ0360
 JZ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ238339(NAD 83)
 JZ0360_MARKER: DD = SURVEY DISK
 JZ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0360_STAMPING: 258
 JZ0360_MARK LOGO: OH1610
 JZ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0360+STABILITY: SURFACE MOTION
 JZ0360
 JZ0360  HISTORY     - Date     Condition        Report By
 JZ0360  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0360  HISTORY     - 1947     GOOD             NGS
 JZ0360  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0360
 JZ0360                          STATION DESCRIPTION
 JZ0360
 JZ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0360'AT CINCINNATI.
 JZ0360'AT THE NORTHWEST CORNER OF THE INTERSECTION OF EASTERN AVENUE
 JZ0360'AND ARCHER AVENUE, ON THE NORTH SIDE OF ARCHER AVENUE BETWEEN
 JZ0360'THE CURB AND THE WALK, 143.1 FEET WEST OF THE WEST CURBLINE OF
 JZ0360'EASTERN AVENUE, 25.7 FEET SOUTH (RIGHT ANGLES) TO THE SOUTH
 JZ0360'CURBLINE OF ARCHER AVENUE EXTENDED, AND 1.25 FEET BACK OF THE
 JZ0360'NORTH CURBLINE OF ARCHER AVENUE.  A CITY OF CINCINNATI STANDARD
 JZ0360'DISK, STAMPED 258 AND SET IN THE TOP OF A CONCRETE POST.
 JZ0360
 JZ0360                          STATION RECOVERY (1984)
 JZ0360
 JZ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0360'NOT RECOVERED, THIS MARK IS BELIEVED TO HAVE BEEN DESTROYED WHEN U.S.
 JZ0360'HIGHWAY 50 WAS CONSTRUCTED NEAR THE LOCATION OF THIS MARK, ARCHER
 JZ0360'AVENUE IS NOW DEAD END AT HIGHWAY 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1624 ***********************************************************************
 KZ1624  DESIGNATION -  258 1/2
 KZ1624  PID         -  KZ1624
 KZ1624  STATE/COUNTY-  OH/CHAMPAIGN
 KZ1624  USGS QUAD   -  URBANA WEST (1983)
 KZ1624
 KZ1624                         *CURRENT SURVEY CONTROL
 KZ1624  ___________________________________________________________________
 KZ1624* NAD 83(1986)-  40 06 57.     (N)    083 45 29.     (W)     SCALED    
 KZ1624* NAVD 88     -       318.65   (+/-2cm)    1045.4    (feet)  VERTCON   
 KZ1624  ___________________________________________________________________
 KZ1624  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KZ1624
 KZ1624  VERT ORDER  -  ? (See Below)
 KZ1624
 KZ1624.The horizontal coordinates were scaled from a topographic map and have
 KZ1624.an estimated accuracy of +/- 6 seconds.
 KZ1624
 KZ1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1624.The vertical order pertains to the NGVD 29 superseded value.
 KZ1624
 KZ1624.The geoid height was determined by GEOID03.
 KZ1624
 KZ1624;                    North         East    Units  Estimated Accuracy
 KZ1624;SPC OH S     -   235,640.      492,750.      MT  (+/- 180 meters Scaled)
 KZ1624
 KZ1624                          SUPERSEDED SURVEY CONTROL
 KZ1624
 KZ1624  NGVD 29 (??/??/92)  318.844  (m)         1046.07   (f) ADJ UNCH    ?  
 KZ1624
 KZ1624.Superseded values are not recommended for survey control.
 KZ1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1624.See file dsdata.txt to determine how the superseded data were derived.
 KZ1624
 KZ1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE649442(NAD 83)
 KZ1624_MARKER: B = BOLT
 KZ1624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1624_SP_SET: MASSIVE STRUCTURE
 KZ1624_MARK LOGO: PCRR  
 KZ1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1624
 KZ1624  HISTORY     - Date     Condition        Report By
 KZ1624  HISTORY     - UNK      MONUMENTED       PCRR
 KZ1624  HISTORY     - UNK      GOOD
 KZ1624  HISTORY     - 1935     GOOD             NGS
 KZ1624  HISTORY     - 19870909 SEE DESCRIPTION  NGS
 KZ1624
 KZ1624                          STATION DESCRIPTION
 KZ1624
 KZ1624'DESCRIBED UNK
 KZ1624'RECOVERED IN GOOD CONDITION.
 KZ1624
 KZ1624                          STATION RECOVERY (1935)
 KZ1624
 KZ1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KZ1624'0.6 MI N FROM URBANA.
 KZ1624'0.6 MILE NORTH ALONG THE CLEVELAND, CINCINNATI, AND ST. LOUIS
 KZ1624'RAILWAY FROM THE STATION AT URBANA, CHAMPAIGN COUNTY, AT BRIDGE
 KZ1624'258-1/2, IN THE TOP OF THE NORTHWEST CORNER, 9.6 FEET WEST OF THE
 KZ1624'WEST RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  AN IRON
 KZ1624'BOLT.
 KZ1624
 KZ1624                          STATION RECOVERY (1987)
 KZ1624
 KZ1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 KZ1624'STATION IS LOCATED ABOUT 0.4 MILE NORTHWEST OF SOLDIERS MONUMENT IN
 KZ1624'THE CENTER OF URBANA, ALONG THE CONRAIL RACK, IN THE NORTHWEST
 KZ1624'WINGWALL OF A CONCRETE BRIDGE OVER GWYNNE STREET. OWNERSHIP
 KZ1624'CONSOLIDATED RAILWAY COMPANY.
 KZ1624'TO REACH FROM THE JUNCTION OF US HIGHWAY 36 AND 68, AND STATE HIGHWAYS
 KZ1624'29 AND 55 AT THE SOLDIERS MONUMENT IN URBANA, GO WEST ON HIGHWAYS 29
 KZ1624'AND 36 FOR 0.2 MILE TO A CROSS STREET JUST BEFORE RAILROAD BRIDGE.
 KZ1624'TURN RIGHT, WEST, ON GWYNN STREET FOR 0.1 MILE TO THE WEST SIDE OF A
 KZ1624'RAILROAD OVERPASS AND STATION ON THE RIGHT.
 KZ1624'STATION MARK IS A 25 CM RAILROAD BOLT PROJECTING 10 CM, EMBEDDED IN
 KZ1624'THE NORTHWEST WINGWALL.  IT IS 6.9 METERS WEST OF WEST RAIL OF
 KZ1624'SINGLE TRACK, 0.6 METER SOUTHWEST OF NORTH END OF WEST HEADWALL, 0.3
 KZ1624'METER LOWER THAN TOP OF HEADWALL, AND 0.4 METER EAST OF A WINGWALL
 KZ1624'JOINT.
 KZ1624'DESCRIBED BY G R HEID  TYPED BY JAMES MALONEY 9/09/87,
 KZ1624'STATION MARK DISK ANOMALY
 KZ1624'25 CM RAILROAD BOLT PROJECTING 10 CM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0196 ***********************************************************************
 JZ0196  DESIGNATION -  259
 JZ0196  PID         -  JZ0196
 JZ0196  STATE/COUNTY-  OH/MONTGOMERY
 JZ0196  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0196
 JZ0196                         *CURRENT SURVEY CONTROL
 JZ0196  ___________________________________________________________________
 JZ0196* NAD 83(1986)-  39 44 42.     (N)    084 26 45.     (W)     SCALED    
 JZ0196* NAVD 88     -       296.736  (meters)     973.54   (feet)  ADJUSTED  
 JZ0196  ___________________________________________________________________
 JZ0196  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JZ0196  DYNAMIC HT  -         296.568 (meters)     972.99  (feet)  COMP
 JZ0196  MODELED GRAV-     980,051.6   (mgal)                       NAVD 88
 JZ0196
 JZ0196  VERT ORDER  -  SECOND    CLASS 0
 JZ0196
 JZ0196.The horizontal coordinates were scaled from a topographic map and have
 JZ0196.an estimated accuracy of +/- 6 seconds.
 JZ0196
 JZ0196.The orthometric height was determined by differential leveling
 JZ0196.and adjusted by the National Geodetic Survey in June 1991..
 JZ0196
 JZ0196.The geoid height was determined by GEOID03.
 JZ0196
 JZ0196.The dynamic height is computed by dividing the NAVD 88
 JZ0196.geopotential number by the normal gravity value computed on the
 JZ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0196.degrees latitude (g = 980.6199 gals.).
 JZ0196
 JZ0196.The modeled gravity was interpolated from observed gravity values.
 JZ0196
 JZ0196;                    North         East    Units  Estimated Accuracy
 JZ0196;SPC OH S     -   195,520.      433,240.      MT  (+/- 180 meters Scaled)
 JZ0196
 JZ0196                          SUPERSEDED SURVEY CONTROL
 JZ0196
 JZ0196  NGVD 29 (??/??/92)  296.911  (m)          974.12   (f) ADJ UNCH    2 0
 JZ0196
 JZ0196.Superseded values are not recommended for survey control.
 JZ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0196.See file dsdata.txt to determine how the superseded data were derived.
 JZ0196
 JZ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK188025(NAD 83)
 JZ0196_MARKER: DD = SURVEY DISK
 JZ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0196_STAMPING: 259
 JZ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0196+STABILITY: SURFACE MOTION
 JZ0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0196+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 JZ0196
 JZ0196  HISTORY     - Date     Condition        Report By
 JZ0196  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0196  HISTORY     - 1947     GOOD             NGS
 JZ0196  HISTORY     - 1960     GOOD             OHHD
 JZ0196  HISTORY     - 20041119 GOOD             INDIV
 JZ0196
 JZ0196                          STATION DESCRIPTION
 JZ0196
 JZ0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0196'1.2 MI W FROM JOHNSVILLE.
 JZ0196'1.2 MILES WEST ALONG U.S. HIGHWAY 35 FROM THE UNITED BRETHREN
 JZ0196'CHURCH AT JOHNSVILLE, AT THE T JUNCTION OF CRAWFORD ROAD NORTH,
 JZ0196'39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF
 JZ0196'THE PROLONGED CENTER LINE OF CRAWFORD ROAD, 1 FOOT NORTH OF THE
 JZ0196'HIGHWAY R/W FENCE LINE, 10.5 FEET EAST OF A FENCE CORNER POST,
 JZ0196'34 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE, 2 FEET WEST OF
 JZ0196'A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT ABOVE THE HIGHWAY AND
 JZ0196'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ0196
 JZ0196                          STATION RECOVERY (1960)
 JZ0196
 JZ0196'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1960
 JZ0196'RECOVERED IN GOOD CONDITION.
 JZ0196
 JZ0196                          STATION RECOVERY (2004)
 JZ0196
 JZ0196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 JZ0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0359 ***********************************************************************
 JZ0359  DESIGNATION -  259
 JZ0359  PID         -  JZ0359
 JZ0359  STATE/COUNTY-  OH/HAMILTON
 JZ0359  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0359
 JZ0359                         *CURRENT SURVEY CONTROL
 JZ0359  ___________________________________________________________________
 JZ0359* NAD 83(1986)-  39 07 59.     (N)    084 24 09.     (W)     SCALED    
 JZ0359* NAVD 88     -       152.057  (meters)     498.87   (feet)  ADJUSTED  
 JZ0359  ___________________________________________________________________
 JZ0359  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0359  DYNAMIC HT  -         151.960 (meters)     498.56  (feet)  COMP
 JZ0359  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JZ0359
 JZ0359  VERT ORDER  -  FIRST     CLASS II
 JZ0359
 JZ0359.The horizontal coordinates were scaled from a topographic map and have
 JZ0359.an estimated accuracy of +/- 6 seconds.
 JZ0359
 JZ0359.The orthometric height was determined by differential leveling
 JZ0359.and adjusted by the National Geodetic Survey in June 1991..
 JZ0359
 JZ0359.The geoid height was determined by GEOID03.
 JZ0359
 JZ0359.The dynamic height is computed by dividing the NAVD 88
 JZ0359.geopotential number by the normal gravity value computed on the
 JZ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0359.degrees latitude (g = 980.6199 gals.).
 JZ0359
 JZ0359.The modeled gravity was interpolated from observed gravity values.
 JZ0359
 JZ0359;                    North         East    Units  Estimated Accuracy
 JZ0359;SPC OH S     -   127,520.      435,520.      MT  (+/- 180 meters Scaled)
 JZ0359
 JZ0359                          SUPERSEDED SURVEY CONTROL
 JZ0359
 JZ0359  NGVD 29 (??/??/92)  152.235  (m)          499.46   (f) ADJ UNCH    1 2
 JZ0359
 JZ0359.Superseded values are not recommended for survey control.
 JZ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0359.See file dsdata.txt to determine how the superseded data were derived.
 JZ0359
 JZ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ245347(NAD 83)
 JZ0359_MARKER: DD = SURVEY DISK
 JZ0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0359_SP_SET: SIDEWALK
 JZ0359_STAMPING: 259 SET 1933
 JZ0359_MARK LOGO: OH1610
 JZ0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0359
 JZ0359  HISTORY     - Date     Condition        Report By
 JZ0359  HISTORY     - 1933     MONUMENTED       OH1610
 JZ0359  HISTORY     - 1973     GOOD             NGS
 JZ0359  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0359  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0359  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 JZ0359
 JZ0359                          STATION DESCRIPTION
 JZ0359
 JZ0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JZ0359'1.5 MI SW FROM MARIEMONT.
 JZ0359'MARK IS AT THE WEST CORNER OF EASTERN AVENUE AND POWER STREET,
 JZ0359'IT IS 40.2 FEET SW OF THE CORNER POST OF A WIRE FENCE AT 5356
 JZ0359'POWER STREET, 18.2 FEET SOUTH OF A FIRE HYDRANT, ON THE SW SIDE
 JZ0359'OF POWER STREET, 5.4 FEET WEST OF A TELEPHONE POLE H48578, IT IS
 JZ0359'0.5 FOOT NW OF THE NW SIDE OF THE SIDEWALK ON THE NW SIDE OF
 JZ0359'EASTERN AVENUE, ABOUT LEVEL WITH THE ROAD, 3 INCHES BELOW THE
 JZ0359'GROUND SURFACE AND 1 INCH ABOVE THE SIDEWALK, WHICH IS COMPLETELY
 JZ0359'COVERED WITH DIRT.
 JZ0359
 JZ0359                          STATION RECOVERY (1984)
 JZ0359
 JZ0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0359'NOT RECOVERED, THE SURVEY CREW REPORTED CONSTRUCTION IN THE DESCRIBED
 JZ0359'LOCATION WHEN LEVELING WAS DONE IN JANUARY 1986.
 JZ0359
 JZ0359                          STATION RECOVERY (1985)
 JZ0359
 JZ0359'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0359'MARK NOT FOUND.
 JZ0359
 JZ0359                          STATION RECOVERY (1997)
 JZ0359
 JZ0359'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1622 ***********************************************************************
 KZ1622  DESIGNATION -  259 B
 KZ1622  PID         -  KZ1622
 KZ1622  STATE/COUNTY-  OH/CHAMPAIGN
 KZ1622  USGS QUAD   -  URBANA WEST (1983)
 KZ1622
 KZ1622                         *CURRENT SURVEY CONTROL
 KZ1622  ___________________________________________________________________
 KZ1622* NAD 83(1986)-  40 06 47.     (N)    083 45 28.     (W)     SCALED    
 KZ1622* NAVD 88     -       319.50   (+/-2cm)    1048.2    (feet)  VERTCON   
 KZ1622  ___________________________________________________________________
 KZ1622  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KZ1622
 KZ1622  VERT ORDER  -  ? (See Below)
 KZ1622
 KZ1622.The horizontal coordinates were scaled from a topographic map and have
 KZ1622.an estimated accuracy of +/- 6 seconds.
 KZ1622
 KZ1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1622.The vertical order pertains to the NGVD 29 superseded value.
 KZ1622
 KZ1622.The geoid height was determined by GEOID03.
 KZ1622
 KZ1622;                    North         East    Units  Estimated Accuracy
 KZ1622;SPC OH S     -   235,330.      492,770.      MT  (+/- 180 meters Scaled)
 KZ1622
 KZ1622                          SUPERSEDED SURVEY CONTROL
 KZ1622
 KZ1622  NGVD 29 (??/??/92)  319.695  (m)         1048.87   (f) ADJ UNCH    ?  
 KZ1622
 KZ1622.Superseded values are not recommended for survey control.
 KZ1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1622.See file dsdata.txt to determine how the superseded data were derived.
 KZ1622
 KZ1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE649439(NAD 83)
 KZ1622_MARKER: B = BOLT
 KZ1622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1622_SP_SET: BRIDGE
 KZ1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1622
 KZ1622  HISTORY     - Date     Condition        Report By
 KZ1622  HISTORY     - UNK      MONUMENTED       PCRR
 KZ1622  HISTORY     - 1935     GOOD             NGS
 KZ1622
 KZ1622                          STATION DESCRIPTION
 KZ1622
 KZ1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1622'AT URBANA.
 KZ1622'AT URBANA, CHAMPAIGN COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO
 KZ1622'AND ST. LOUIS RAILWAY, AT BRIDGE 259 B, IN THE TOP OF THE NORTHWEST
 KZ1622'CORNER, 8.5 FEET WEST OF THE WEST RAIL, AND ABOUT 1-1/2 FEET
 KZ1622'LOWER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6794 ***********************************************************************
 AI6794  DESIGNATION -  25A
 AI6794  PID         -  AI6794
 AI6794  STATE/COUNTY-  OH/CLINTON
 AI6794  USGS QUAD   -  CLARKSVILLE (1986)
 AI6794
 AI6794                         *CURRENT SURVEY CONTROL
 AI6794  ___________________________________________________________________
 AI6794* NAD 83(1995)-  39 23 14.81057(N)    083 52 49.81231(W)     ADJUSTED  
 AI6794* NAVD 88     -       298.7    (meters)     980.     (feet)  GPS OBS   
 AI6794  ___________________________________________________________________
 AI6794  X           -     526,226.876 (meters)                     COMP
 AI6794  Y           -  -4,908,221.610 (meters)                     COMP
 AI6794  Z           -   4,025,822.116 (meters)                     COMP
 AI6794  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 AI6794  ELLIP HEIGHT-         265.77  (meters)          (10/07/05) GPS OBS
 AI6794  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AI6794
 AI6794  HORZ ORDER  -  FIRST
 AI6794  ELLP ORDER  -  THIRD     CLASS II
 AI6794
 AI6794.The horizontal coordinates were established by GPS observations
 AI6794.and adjusted by the National Geodetic Survey in August 2000..
 AI6794
 AI6794.The orthometric height was determined by GPS observations and a
 AI6794.high-resolution geoid model.
 AI6794
 AI6794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6794
 AI6794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6794
 AI6794.The ellipsoidal height was determined by GPS observations
 AI6794.and is referenced to NAD 83.
 AI6794
 AI6794.The geoid height was determined by GEOID03.
 AI6794
 AI6794;                    North         East     Units Scale Factor Converg.
 AI6794;SPC OH S     -   154,934.072   481,079.152   MT  0.99993591   -0 52 33.4
 AI6794;UTM  17      - 4,363,732.487   251,917.629   MT  1.00035783   -1 49 43.6
 AI6794
 AI6794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6794!SPC OH S     -   0.99995831  x   0.99993591  =   0.99989422
 AI6794!UTM  17      -   0.99995831  x   1.00035783  =   1.00031612
 AI6794
 AI6794|---------------------------------------------------------------------|
 AI6794| PID    Reference Object                     Distance      Geod. Az  |
 AI6794|                                                           dddmmss.s |
 AI6794| AI6764 25                                  383.350 METERS 06114     |
 AI6794|---------------------------------------------------------------------|
 AI6794
 AI6794                          SUPERSEDED SURVEY CONTROL
 AI6794
 AI6794  ELLIP H (08/02/00)  265.78   (m)                       GP(       ) 3 2
 AI6794
 AI6794.Superseded values are not recommended for survey control.
 AI6794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6794.See file dsdata.txt to determine how the superseded data were derived.
 AI6794
 AI6794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5191863732(NAD 83)
 AI6794_MARKER: DD = SURVEY DISK
 AI6794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6794_STAMPING: GPS 25A 2000
 AI6794_MARK LOGO: OH-027
 AI6794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6794+STABILITY: SURFACE MOTION
 AI6794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6794+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6794
 AI6794  HISTORY     - Date     Condition        Report By
 AI6794  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6794
 AI6794                          STATION DESCRIPTION
 AI6794
 AI6794'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6794'THE STATION IS LOCATED APPROXIMATELY 8.75 MI (14.08 KM) NORTHEAST OF
 AI6794'BLANCHESTER, 4.75 MI (7.64 KM) SOUTH-SOUTHWEST OF WILMINGTON, AND 4.5
 AI6794'MI (7.2 KM) EAST OF CLARKSVILLE.  THE STATION IS ON THE NORTH SIDE OF
 AI6794'W.  DALTON RD AT THE EDGE OF AN OVERGROWN FIELD.
 AI6794'TO REACH THE STATION FROM THE INTERSECTION OF US 68 AND US 22 IN
 AI6794'WILMINGTON, PROCEED SOUTH ON US 68 FOR APPROXIMATELY 4.0 MI (6.4 KM)
 AI6794'TO A ROAD ON THE RIGHT.  TURN RIGHT AND HEAD SOUTHEAST ALONG W. DALTON
 AI6794'RD FOR APPROXIMATELY 1.5 MI (2.4 KM) TO THE STATION ON THE RIGHT.
 AI6794'THE STATION IS LOCATED APPROXIMATELY 79.43 FT (24.21 M) NORTHEAST OF A
 AI6794'POWER POLE, 56.00 FT (17.07 M) WEST OF THE CURVE AHEAD SIGN, AND 24.50
 AI6794'FT (7.47 M) NORTH OF THE CENTERLINE OF W.  DALTON RD.  THE STATION IS
 AI6794'A STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6794'AND STAMPED--GPS 25A 2000--RECESSED 0.2 FT (6.1 CM) BELOW GROUND
 AI6794'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0785 ***********************************************************************
 JY0785  DESIGNATION -  26
 JY0785  PID         -  JY0785
 JY0785  STATE/COUNTY-  OH/FRANKLIN
 JY0785  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0785
 JY0785                         *CURRENT SURVEY CONTROL
 JY0785  ___________________________________________________________________
 JY0785* NAD 83(1986)-  39 53 30.     (N)    082 56 55.     (W)     SCALED    
 JY0785* NAVD 88     -       233.402  (meters)     765.75   (feet)  ADJUSTED  
 JY0785  ___________________________________________________________________
 JY0785  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JY0785  DYNAMIC HT  -         233.270 (meters)     765.32  (feet)  COMP
 JY0785  MODELED GRAV-     980,055.0   (mgal)                       NAVD 88
 JY0785
 JY0785  VERT ORDER  -  FIRST     CLASS II
 JY0785
 JY0785.The horizontal coordinates were scaled from a topographic map and have
 JY0785.an estimated accuracy of +/- 6 seconds.
 JY0785
 JY0785.The orthometric height was determined by differential leveling
 JY0785.and adjusted by the National Geodetic Survey in June 1991..
 JY0785
 JY0785.The geoid height was determined by GEOID03.
 JY0785
 JY0785.The dynamic height is computed by dividing the NAVD 88
 JY0785.geopotential number by the normal gravity value computed on the
 JY0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0785.degrees latitude (g = 980.6199 gals.).
 JY0785
 JY0785.The modeled gravity was interpolated from observed gravity values.
 JY0785
 JY0785;                    North         East    Units  Estimated Accuracy
 JY0785;SPC OH S     -   210,100.      561,630.      MT  (+/- 180 meters Scaled)
 JY0785
 JY0785                          SUPERSEDED SURVEY CONTROL
 JY0785
 JY0785  NGVD 29 (??/??/92)  233.583  (m)          766.35   (f) ADJ UNCH    1 2
 JY0785
 JY0785.Superseded values are not recommended for survey control.
 JY0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0785.See file dsdata.txt to determine how the superseded data were derived.
 JY0785
 JY0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE333175(NAD 83)
 JY0785_MARKER: DD = SURVEY DISK
 JY0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0785_STAMPING: 26
 JY0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0785+STABILITY: SURFACE MOTION
 JY0785
 JY0785  HISTORY     - Date     Condition        Report By
 JY0785  HISTORY     - UNK      MONUMENTED       OH1800
 JY0785  HISTORY     - 1954     GOOD             NGS
 JY0785
 JY0785                          STATION DESCRIPTION
 JY0785
 JY0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0785'0.2 MI N FROM VALLEY CROSSING.
 JY0785'0.2 MILE NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY0785'CROSSING OF WILLIAMS ROAD AT VALLEY CROSSING, IN THE NORTHWEST
 JY0785'CORNER OF LAWN HEDGE FENCE AT RESIDENCE OF EARNEST GEISLER, 47
 JY0785'FEET EAST OF EAST RAIL OF EAST TRACK, 33 FEET NORTHWEST OF NORTHWEST
 JY0785'CORNER OF WEST WING OF HOUSE, 35 FEET EAST OF A TELEPHONE POLE,
 JY0785'9 FEET SOUTH OF CENTER LINE OF A DRIVE EAST, ABOUT 1 1/2 FEET BELOW
 JY0785'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JY0785'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2455 ***********************************************************************
 AB2455  DESIGNATION -  26
 AB2455  PID         -  AB2455
 AB2455  STATE/COUNTY-  OH/ATHENS
 AB2455  USGS QUAD   -  JACKSONVILLE (1995)
 AB2455
 AB2455                         *CURRENT SURVEY CONTROL
 AB2455  ___________________________________________________________________
 AB2455* NAD 83(1995)-  39 25 54.18009(N)    082 03 05.70797(W)     ADJUSTED  
 AB2455* NAVD 88     -       304.9    (meters)    1000.     (feet)  GPS OBS   
 AB2455  ___________________________________________________________________
 AB2455  X           -     682,174.809 (meters)                     COMP
 AB2455  Y           -  -4,885,840.016 (meters)                     COMP
 AB2455  Z           -   4,029,622.869 (meters)                     COMP
 AB2455  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AB2455  ELLIP HEIGHT-         270.79  (meters)          (11/14/05) GPS OBS
 AB2455  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 AB2455
 AB2455  HORZ ORDER  -  FIRST
 AB2455  ELLP ORDER  -  FOURTH    CLASS II
 AB2455
 AB2455.The horizontal coordinates were established by GPS observations
 AB2455.and adjusted by the National Geodetic Survey in April 1998..
 AB2455
 AB2455.The orthometric height was determined by GPS observations and a
 AB2455.high-resolution geoid model.
 AB2455
 AB2455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2455
 AB2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2455
 AB2455.The ellipsoidal height was determined by GPS observations
 AB2455.and is referenced to NAD 83.
 AB2455
 AB2455.The geoid height was determined by GEOID03.
 AB2455
 AB2455;                    North         East     Units Scale Factor Converg.
 AB2455;SPC OH S     -   159,035.469   638,604.753   MT  0.99993625   +0 17 04.3
 AB2455;UTM  17      - 4,365,213.982   409,496.313   MT  0.99970085   -0 40 04.7
 AB2455
 AB2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2455!SPC OH S     -   0.99995752  x   0.99993625  =   0.99989377
 AB2455!UTM  17      -   0.99995752  x   0.99970085  =   0.99965838
 AB2455
 AB2455                          SUPERSEDED SURVEY CONTROL
 AB2455
 AB2455  ELLIP H (10/07/05)  270.75   (m)                       GP(       ) 4 1
 AB2455  ELLIP H (04/01/98)  270.77   (m)                       GP(       ) 4 1
 AB2455  NAD 83(1986)-  39 25 54.18100(N)    082 03 05.71305(W) AD(       ) 1
 AB2455
 AB2455.Superseded values are not recommended for survey control.
 AB2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2455.See file dsdata.txt to determine how the superseded data were derived.
 AB2455
 AB2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0949665214(NAD 83)
 AB2455_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2455_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2455_STAMPING: 26 1995
 AB2455_MARK LOGO: ATHCE 
 AB2455_PROJECTION: FLUSH
 AB2455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2455+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 AB2455_ROD/PIPE-DEPTH: 1    meters
 AB2455
 AB2455  HISTORY     - Date     Condition        Report By
 AB2455  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2455  HISTORY     - 20041111 GOOD             LOCSUR
 AB2455
 AB2455                          STATION DESCRIPTION
 AB2455
 AB2455'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2455'IN ATHENS COUNTY, OHIO, AMES TOWNSHIP, FROM THE INTERSECTION OF C.R.
 AB2455'94 AND T-335, PROCEED SOUTHEAST ON T-335 APPROXIMATELY 0.1 MI.TO THE
 AB2455'STATION ON THE LEFT.  SET IN NORTH R/W ABOUT 48 FT.SOUTHEAST OF A
 AB2455'TELEPHONE POLE AND 33 FT.NORTHEAST OF THE WESTMOST GAS LINE MARKER SET
 AB2455'IN SOUTH R/W.  STATION IS FLUSH WITH THE GROUND.  A STATION SKETCH CAN
 AB2455'BE OBTAINED THROUGH THE ATHENS CO.  ENG.  OFFICE.
 AB2455
 AB2455                          STATION RECOVERY (2004)
 AB2455
 AB2455'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (DN)
 AB2455'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6765 ***********************************************************************
 AI6765  DESIGNATION -  26
 AI6765  PID         -  AI6765
 AI6765  STATE/COUNTY-  OH/CLINTON
 AI6765  USGS QUAD   -  WILMINGTON (1979)
 AI6765
 AI6765                         *CURRENT SURVEY CONTROL
 AI6765  ___________________________________________________________________
 AI6765* NAD 83(1995)-  39 24 44.90734(N)    083 50 43.43641(W)     ADJUSTED  
 AI6765* NAVD 88     -       325.2    (meters)    1067.     (feet)  GPS OBS   
 AI6765  ___________________________________________________________________
 AI6765  X           -     529,047.091 (meters)                     COMP
 AI6765  Y           -  -4,906,165.110 (meters)                     COMP
 AI6765  Z           -   4,027,986.139 (meters)                     COMP
 AI6765  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 AI6765  ELLIP HEIGHT-         292.30  (meters)          (10/07/05) GPS OBS
 AI6765  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AI6765
 AI6765  HORZ ORDER  -  FIRST
 AI6765  ELLP ORDER  -  THIRD     CLASS II
 AI6765
 AI6765.The horizontal coordinates were established by GPS observations
 AI6765.and adjusted by the National Geodetic Survey in August 2000..
 AI6765
 AI6765.The orthometric height was determined by GPS observations and a
 AI6765.high-resolution geoid model.
 AI6765
 AI6765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6765
 AI6765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6765
 AI6765.The ellipsoidal height was determined by GPS observations
 AI6765.and is referenced to NAD 83.
 AI6765
 AI6765.The geoid height was determined by GEOID03.
 AI6765
 AI6765;                    North         East     Units Scale Factor Converg.
 AI6765;SPC OH S     -   157,666.504   484,144.324   MT  0.99993603   -0 51 13.3
 AI6765;UTM  17      - 4,366,414.650   255,029.120   MT  1.00033893   -1 48 26.8
 AI6765
 AI6765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6765!SPC OH S     -   0.99995414  x   0.99993603  =   0.99989018
 AI6765!UTM  17      -   0.99995414  x   1.00033893  =   1.00029306
 AI6765
 AI6765:                Primary Azimuth Mark                     Grid Az
 AI6765:SPC OH S     -  26A                                      215 22 38.8
 AI6765:UTM  17      -  26A                                      216 19 52.3
 AI6765
 AI6765|---------------------------------------------------------------------|
 AI6765| PID    Reference Object                     Distance      Geod. Az  |
 AI6765|                                                           dddmmss.s |
 AI6765| AI6795 26A                                 433.579 METERS 2143125.5 |
 AI6765|---------------------------------------------------------------------|
 AI6765
 AI6765                          SUPERSEDED SURVEY CONTROL
 AI6765
 AI6765  ELLIP H (08/02/00)  292.33   (m)                       GP(       ) 3 2
 AI6765
 AI6765.Superseded values are not recommended for survey control.
 AI6765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6765.See file dsdata.txt to determine how the superseded data were derived.
 AI6765
 AI6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5502966415(NAD 83)
 AI6765_MARKER: DD = SURVEY DISK
 AI6765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6765_STAMPING: GPS 26 2000
 AI6765_MARK LOGO: OH-027
 AI6765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6765+STABILITY: SURFACE MOTION
 AI6765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6765+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6765
 AI6765  HISTORY     - Date     Condition        Report By
 AI6765  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6765
 AI6765                          STATION DESCRIPTION
 AI6765
 AI6765'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6765'THE STATION IS APPROXIMATELY 11.25 MI (18.10 KM) NORTHEAST OF
 AI6765'BLANCHESTER, 7.25 MI (11.67 KM) WEST-NORTHWEST OF CLARKSVILLE, AND 2.2
 AI6765'MI (3.5 KM) SOUTH OF THE CENTER OF WILMINGTON, THE STATION IS INSIDE
 AI6765'THE CITY OF WILMINGTON.  THE STATION IS 2.2 MI (3.5 KM) SOUTH OF THE
 AI6765'INTERSECTION OF US 22 AND US 68 IN WILMINGTON ON THE EAST SIDE OF
 AI6765'WILMINGTON.
 AI6765'TO REACH THE STATION FROM WILMINGTON, PROCEED SOUTH ALONG US 68 FROM
 AI6765'THE INTERSECTION OF US 68 AND US 22 APPROXIMATELY 2.2 MI (3.5 KM) TO
 AI6765'THE STATION ON THE LEFT.  THE STATION IS EAST OF A SET OF RAILROAD
 AI6765'TRACKS IN FRONT OF THE AHRESTY CORPORATION.
 AI6765'THE STATION IS APPROXIMATELY 36.24 M (118.90 FT) SOUTHWEST OF A POWER
 AI6765'POLE, 30.42 M (99.80 FT) NORTH-NORTHWEST OF THE SOUTHERN RAILROAD
 AI6765'SIGN, 19.71 M (64.67 FT) NORTHWEST OF THE NORTHERN RAILROAD SIGN, AND
 AI6765'7.63 M (25.03 FT) WEST OF THE WEST RAIL.  THE STATION IS A STANDARD
 AI6765'CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND
 AI6765'STAMPED--GPS 26 2000--RECESSED 0.2 FT (6.1 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3226 ***********************************************************************
 MB3226  DESIGNATION -  26 1 1 OM 498
 MB3226  PID         -  MB3226
 MB3226  STATE/COUNTY-  OH/CUYAHOGA
 MB3226  USGS QUAD   -  EAST CLEVELAND (1994)
 MB3226
 MB3226                         *CURRENT SURVEY CONTROL
 MB3226  ___________________________________________________________________
 MB3226* NAD 83(1995)-  41 30 56.67838(N)    081 37 11.16931(W)     ADJUSTED  
 MB3226* NAVD 88     -       197.0    (meters)     646.     (feet)  VERTCON   
 MB3226  ___________________________________________________________________
 MB3226  X           -     697,073.876 (meters)                     COMP
 MB3226  Y           -  -4,731,872.044 (meters)                     COMP
 MB3226  Z           -   4,205,589.535 (meters)                     COMP
 MB3226  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 MB3226  ELLIP HEIGHT-         162.67  (meters)          (10/07/05) GPS OBS
 MB3226  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 MB3226
 MB3226  HORZ ORDER  -  SECOND
 MB3226  ELLP ORDER  -  FOURTH    CLASS I
 MB3226
 MB3226.The horizontal coordinates were established by GPS observations
 MB3226.and adjusted by the National Geodetic Survey in April 1998..
 MB3226
 MB3226.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3226
 MB3226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3226
 MB3226.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3226
 MB3226.The ellipsoidal height was determined by GPS observations
 MB3226.and is referenced to NAD 83.
 MB3226
 MB3226.The geoid height was determined by GEOID03.
 MB3226
 MB3226;                    North         East     Units Scale Factor Converg.
 MB3226;SPC OH N     -   205,706.850   673,474.616   MT  0.99996967   +0 34 41.8
 MB3226;UTM  17      - 4,596,197.507   448,284.747   MT  0.99963291   -0 24 38.9
 MB3226
 MB3226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3226!SPC OH N     -   0.99997449  x   0.99996967  =   0.99994416
 MB3226!UTM  17      -   0.99997449  x   0.99963291  =   0.99960741
 MB3226
 MB3226                          SUPERSEDED SURVEY CONTROL
 MB3226
 MB3226  ELLIP H (04/01/98)  162.68   (m)                       GP(       ) 4 1
 MB3226  NAD 83(1995)-  41 30 56.67901(N)    081 37 11.16918(W) AD(       ) 2
 MB3226  NAD 83(1986)-  41 30 56.68720(N)    081 37 11.17120(W) AD(       ) 2
 MB3226  NGVD 29 (11/06/91)  197.2    (m)          647.     (f) GPS OBS        
 MB3226
 MB3226.Superseded values are not recommended for survey control.
 MB3226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3226.See file dsdata.txt to determine how the superseded data were derived.
 MB3226
 MB3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4828596198(NAD 83)
 MB3226_MARKER: DD = SURVEY DISK
 MB3226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3226_SP_SET: CONCRETE POST
 MB3226_STAMPING: 0M 498
 MB3226_MARK LOGO: CRGS  
 MB3226_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3226+STABILITY: SURFACE MOTION
 MB3226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3226+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3226
 MB3226  HISTORY     - Date     Condition        Report By
 MB3226  HISTORY     - UNK      MONUMENTED
 MB3226  HISTORY     - 19900326 GOOD             AEROS
 MB3226
 MB3226                          STATION DESCRIPTION
 MB3226
 MB3226'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3226'STATION IS LOCATED IN THE CITY OF CLEVELAND, ABOUT 3.2 KM (2.00 MI)
 MB3226'SOUTH OF THE LAKE ERIE SHORELINE, 5.9 KM (3.65 MI) NORTH NORTHWEST OF
 MB3226'INTERSTATE 77, AT THE INTERSECTION OF WADE PARK AVE. AND ANSEL ROAD.
 MB3226'TO REACH FROM THE INTERSECTION OF INTERSTATE 90 AND EAST 55TH STREET,
 MB3226'GO SOUTH FOR 1.4 KM (0.85 MI) ON EAST 55TH STREET TO SUPERIOR AVE.
 MB3226'TURN LEFT AND GO EAST FOR 2.4 KM (1.50 MI) ON SUPERIOR AVE. TO ITS
 MB3226'INTERSECTION WITH ANSEL ROAD.  TURN RIGHT AND GO SOUTH ON ANSEL ROAD
 MB3226'TO ITS INTERSECTION WITH WADE PARK AVE. AND THE STATION.
 MB3226'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13 CM DIAMETER CONCRETE
 MB3226'MONUMENT RECESSED 18.5 CM BELOW THE GROUND ENCASED IN A ROUND IRON
 MB3226'MONUMENT BOX.  LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION,
 MB3226'10.36 M (34.0 FT) SOUTH OF THE CENTERLINE OF WADE PARK AVE., 6.4 M
 MB3226'(21.0 FT) EAST OF THE CENTERLINE OF ANSEL ROAD, 17.52 M (57.5 FT)
 MB3226'SOUTHWEST OF THE TOP OF A FIRE HYDRANT, 13.10 M (43.0 FT) NORTHEAST OF
 MB3226'A SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3227 ***********************************************************************
 MB3227  DESIGNATION -  26 1 2
 MB3227  PID         -  MB3227
 MB3227  STATE/COUNTY-  OH/CUYAHOGA
 MB3227  USGS QUAD   -  EAST CLEVELAND (1994)
 MB3227
 MB3227                         *CURRENT SURVEY CONTROL
 MB3227  ___________________________________________________________________
 MB3227* NAD 83(1995)-  41 31 31.02306(N)    081 34 54.94744(W)     ADJUSTED  
 MB3227* NAVD 88     -       221.5    (meters)     727.     (feet)  VERTCON   
 MB3227  ___________________________________________________________________
 MB3227  X           -     700,098.625 (meters)                     COMP
 MB3227  Y           -  -4,730,734.026 (meters)                     COMP
 MB3227  Z           -   4,206,399.171 (meters)                     COMP
 MB3227  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 MB3227  ELLIP HEIGHT-         187.25  (meters)          (10/07/05) GPS OBS
 MB3227  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 MB3227
 MB3227  HORZ ORDER  -  SECOND
 MB3227  ELLP ORDER  -  FOURTH    CLASS I
 MB3227
 MB3227.The horizontal coordinates were established by GPS observations
 MB3227.and adjusted by the National Geodetic Survey in April 1998..
 MB3227
 MB3227.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3227
 MB3227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3227
 MB3227.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3227
 MB3227.The ellipsoidal height was determined by GPS observations
 MB3227.and is referenced to NAD 83.
 MB3227
 MB3227.The geoid height was determined by GEOID03.
 MB3227
 MB3227;                    North         East     Units Scale Factor Converg.
 MB3227;SPC OH N     -   206,798.895   676,621.879   MT  0.99997098   +0 36 11.3
 MB3227;UTM  17      - 4,597,234.714   451,449.316   MT  0.99962901   -0 23 08.9
 MB3227
 MB3227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3227!SPC OH N     -   0.99997063  x   0.99997098  =   0.99994161
 MB3227!UTM  17      -   0.99997063  x   0.99962901  =   0.99959965
 MB3227
 MB3227                          SUPERSEDED SURVEY CONTROL
 MB3227
 MB3227  NAD 83(1995)-  41 31 31.02531(N)    081 34 54.94720(W) AD(       ) 2
 MB3227  NAD 83(1986)-  41 31 31.03182(N)    081 34 54.95016(W) AD(       ) 2
 MB3227  NGVD 29 (11/06/91)  221.7    (m)          727.     (f) GPS OBS        
 MB3227
 MB3227.Superseded values are not recommended for survey control.
 MB3227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3227.See file dsdata.txt to determine how the superseded data were derived.
 MB3227
 MB3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5144997235(NAD 83)
 MB3227_MARKER: V = STONE MONUMENT
 MB3227_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MB3227_SP_SET: BURIED IN GROUND
 MB3227_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3227+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 MB3227
 MB3227  HISTORY     - Date     Condition        Report By
 MB3227  HISTORY     - UNK      MONUMENTED
 MB3227  HISTORY     - 19900326 GOOD             AEROS
 MB3227  HISTORY     - 20040524 GOOD             USPSQD
 MB3227
 MB3227                          STATION DESCRIPTION
 MB3227
 MB3227'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3227'STATION IS LOCATED IN EAST CLEVELAND, 1.6 KM (1.00 MI) WEST OF
 MB3227'CLEVELAND HEIGHTS, AT THE INTERSECTION OF TERRACE ROAD AND BELMORE
 MB3227'AVE.
 MB3227'TO REACH FROM THE INTERSECTION OF MAYFIELD ROAD AND SUPERIOR ROAD, GO
 MB3227'NORTH FOR 1.4 KM (0.85 MI) ON SUPERIOR ROAD TO FOREST HILL AVE.  TURN
 MB3227'RIGHT AND GO NORTHEAST FOR .32 KM (0.20 MI) ON FOREST HILL AVE. TO
 MB3227'TERRACE ROAD, CONTINUE STRAIGHT AHEAD FOR 0.16 KM (0.10 MI) ON TERRACE
 MB3227'ROAD TO ITS INTERSECTION WITH BELMORE AVE. AND THE STATION.
 MB3227'STATION IS A STONE MONUMENT WITH A DRILL HOLE RECESSED 16 CM BELOW THE
 MB3227'ROAD SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3227'CENTERLINE--CENTERLINE OF THE INTERSECTION, 20.24 M (66.4 FT)
 MB3227'NORTHEAST OF THE OM MONUMENT IN THE TREE LAWN OF TERRACE ROAD.
 MB3227
 MB3227                          STATION RECOVERY (2004)
 MB3227
 MB3227'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 MB3227'RECOVERED IN GOOD CONDITION AS DESCRIBED. USPSQD JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3228 ***********************************************************************
 MB3228  DESIGNATION -  26 1 3 R OM 1180
 MB3228  PID         -  MB3228
 MB3228  STATE/COUNTY-  OH/CUYAHOGA
 MB3228  USGS QUAD   -  EAST CLEVELAND (1994)
 MB3228
 MB3228                         *CURRENT SURVEY CONTROL
 MB3228  ___________________________________________________________________
 MB3228* NAD 83(1995)-  41 33 28.63291(N)    081 35 07.08060(W)     ADJUSTED  
 MB3228* NAVD 88     -       183.9    (meters)     603.     (feet)  VERTCON   
 MB3228  ___________________________________________________________________
 MB3228  X           -     699,464.089 (meters)                     COMP
 MB3228  Y           -  -4,728,366.905 (meters)                     COMP
 MB3228  Z           -   4,209,090.018 (meters)                     COMP
 MB3228  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 MB3228  ELLIP HEIGHT-         149.56  (meters)          (10/07/05) GPS OBS
 MB3228  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 MB3228
 MB3228  HORZ ORDER  -  FIRST
 MB3228  ELLP ORDER  -  FOURTH    CLASS I
 MB3228
 MB3228.The horizontal coordinates were established by GPS observations
 MB3228.and adjusted by the National Geodetic Survey in October 2005..
 MB3228
 MB3228.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3228
 MB3228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3228
 MB3228.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3228
 MB3228.The ellipsoidal height was determined by GPS observations
 MB3228.and is referenced to NAD 83.
 MB3228
 MB3228.The geoid height was determined by GEOID03.
 MB3228
 MB3228;                    North         East     Units Scale Factor Converg.
 MB3228;SPC OH N     -   210,424.050   676,302.551   MT  0.99997570   +0 36 03.3
 MB3228;UTM  17      - 4,600,863.592   451,192.699   MT  0.99962931   -0 23 17.8
 MB3228
 MB3228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3228!SPC OH N     -   0.99997654  x   0.99997570  =   0.99995224
 MB3228!UTM  17      -   0.99997654  x   0.99962931  =   0.99960586
 MB3228
 MB3228                          SUPERSEDED SURVEY CONTROL
 MB3228
 MB3228  NAD 83(1995)-  41 33 28.63472(N)    081 35 07.08985(W) AD(       ) 1
 MB3228  ELLIP H (04/01/98)  149.64   (m)                       GP(       ) 4 1
 MB3228  NAD 83(1995)-  41 33 28.64155(N)    081 35 07.08974(W) AD(       ) 1
 MB3228  NAD 83(1986)-  41 33 28.64467(N)    081 35 07.08863(W) AD(       ) 1
 MB3228  NGVD 29 (11/06/91)  184.2    (m)          604.     (f) GPS OBS        
 MB3228
 MB3228.Superseded values are not recommended for survey control.
 MB3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3228.See file dsdata.txt to determine how the superseded data were derived.
 MB3228
 MB3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG5119300864(NAD 83)
 MB3228_MARKER: DD = SURVEY DISK
 MB3228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3228_SP_SET: CONCRETE POST
 MB3228_STAMPING: OM 1180
 MB3228_MARK LOGO: CRGS  
 MB3228_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3228+STABILITY: SURFACE MOTION
 MB3228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3228+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1990
 MB3228
 MB3228  HISTORY     - Date     Condition        Report By
 MB3228  HISTORY     - UNK      MONUMENTED
 MB3228  HISTORY     - 19900401 GOOD             AEROS
 MB3228
 MB3228                          STATION DESCRIPTION
 MB3228
 MB3228'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3228'STATION IS LOCATED IN CLEVELAND, ABOUT 1.6 KM (1.00 MI) SOUTH OF THE
 MB3228'LAKE ERIE SHORE LINE, AT THE INTERSECTION OF WEST 140TH STREET AND
 MB3228'ASPINWALL AVE.
 MB3228'TO REACH FROM THE INTERSECTION OF INTERSTATE 90 AND EAST 140TH STREET,
 MB3228'GO SOUTH FOR 0.5 KM (0.30 MI) ON EAST 140TH STREET TO ASPINWALL AVE
 MB3228'AND THE STATION.
 MB3228'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13 CM DIAMETER CONCRETE
 MB3228'MONUMENT RECESSED 12 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON
 MB3228'MONUMENT BOX.  LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION,
 MB3228'3.5 M (11.5 FT) NORTHEAST OF THE NORTHEAST LEG OF A MAILBOX LEG, 3.04
 MB3228'M (10.0 FT) SOUTHWEST OF A TRAFFIC SIGNAL POLE, 3.26 M (10.7 FT)
 MB3228'SOUTHWEST OF A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3229 ***********************************************************************
 MB3229  DESIGNATION -  26 AQ OM 159
 MB3229  PID         -  MB3229
 MB3229  STATE/COUNTY-  OH/CUYAHOGA
 MB3229  USGS QUAD   -  EAST CLEVELAND (1994)
 MB3229
 MB3229                         *CURRENT SURVEY CONTROL
 MB3229  ___________________________________________________________________
 MB3229* NAD 83(1995)-  41 33 01.96685(N)    081 35 06.51617(W)     ADJUSTED  
 MB3229* NAVD 88     -       188.3    (meters)     618.     (feet)  VERTCON   
 MB3229  ___________________________________________________________________
 MB3229  X           -     699,557.366 (meters)                     COMP
 MB3229  Y           -  -4,728,908.065 (meters)                     COMP
 MB3229  Z           -   4,208,477.259 (meters)                     COMP
 MB3229  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 MB3229  ELLIP HEIGHT-         153.92  (meters)          (10/07/05) GPS OBS
 MB3229  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB3229
 MB3229  HORZ ORDER  -  SECOND
 MB3229  ELLP ORDER  -  FOURTH    CLASS I
 MB3229
 MB3229.The horizontal coordinates were established by GPS observations
 MB3229.and adjusted by the National Geodetic Survey in April 1998..
 MB3229
 MB3229.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3229
 MB3229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3229
 MB3229.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3229
 MB3229.The ellipsoidal height was determined by GPS observations
 MB3229.and is referenced to NAD 83.
 MB3229
 MB3229.The geoid height was determined by GEOID03.
 MB3229
 MB3229;                    North         East     Units Scale Factor Converg.
 MB3229;SPC OH N     -   209,601.571   676,324.259   MT  0.99997460   +0 36 03.7
 MB3229;UTM  17      - 4,600,041.145   451,200.202   MT  0.99962931   -0 23 17.2
 MB3229
 MB3229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3229!SPC OH N     -   0.99997586  x   0.99997460  =   0.99995046
 MB3229!UTM  17      -   0.99997586  x   0.99962931  =   0.99960518
 MB3229
 MB3229                          SUPERSEDED SURVEY CONTROL
 MB3229
 MB3229  ELLIP H (04/01/98)  153.91   (m)                       GP(       ) 4 1
 MB3229  NAD 83(1995)-  41 33 01.96910(N)    081 35 06.51593(W) AD(       ) 2
 MB3229  NAD 83(1986)-  41 33 01.97624(N)    081 35 06.51858(W) AD(       ) 2
 MB3229  NGVD 29 (11/06/91)  188.5    (m)          618.     (f) GPS OBS        
 MB3229
 MB3229.Superseded values are not recommended for survey control.
 MB3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3229.See file dsdata.txt to determine how the superseded data were derived.
 MB3229
 MB3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG5120000041(NAD 83)
 MB3229_MARKER: DD = SURVEY DISK
 MB3229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3229_SP_SET: CONCRETE POST
 MB3229_STAMPING: OM 159
 MB3229_MARK LOGO: CRGS  
 MB3229_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3229+STABILITY: SURFACE MOTION
 MB3229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3229+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3229
 MB3229  HISTORY     - Date     Condition        Report By
 MB3229  HISTORY     - UNK      MONUMENTED
 MB3229  HISTORY     - 19900326 GOOD             AEROS
 MB3229
 MB3229                          STATION DESCRIPTION
 MB3229
 MB3229'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3229'STATION IS LOCATED IN EAST CLEVELAND, 1.6 KM (1.00 MI) SOUTHEAST OF
 MB3229'THE LAKE ERIE SHORELINE, AT THE INTERSECTION OF COIT ROAD AND EAST
 MB3229'140TH STREET.
 MB3229'TO REACH FROM THE INTERSECTION OF ST. CLAIR AVE. AND EAST 140TH
 MB3229'STREET, GO NORTH FOR 0.16 KM (0.10 MI) ON EAST 140TH STREET, TO ITS
 MB3229'INTERSECTION WITH COIT ROAD AND THE STATION.
 MB3229'STATION IS A SURVEY DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MB3229'RECESSED 14 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON MONUMENT
 MB3229'BOX.  LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION, IN THE
 MB3229'SIDEWALK, 6.73 M (22.1 FT) EAST OF THE CENTERLINE OF EAST 140TH
 MB3229'STREET, 8.49 M (27.9 FT) NORTH OF THE CENTERLINE OF COIT ROAD, 6.89 M
 MB3229'(22.6 FT) NORTHEAST OF THE CENTER OF A BELL SYSTEM MAN HOLE, 15.22 M
 MB3229'(49.9 FT) SOUTH OF THE TOP OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3230 ***********************************************************************
 MB3230  DESIGNATION -  26 CYR OM X 15
 MB3230  PID         -  MB3230
 MB3230  STATE/COUNTY-  OH/CUYAHOGA
 MB3230  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB3230
 MB3230                         *CURRENT SURVEY CONTROL
 MB3230  ___________________________________________________________________
 MB3230* NAD 83(1995)-  41 29 56.30179(N)    081 36 36.91192(W)     ADJUSTED  
 MB3230* NAVD 88     -       215.6    (meters)     707.     (feet)  VERTCON   
 MB3230  ___________________________________________________________________
 MB3230  X           -     698,041.911 (meters)                     COMP
 MB3230  Y           -  -4,732,991.274 (meters)                     COMP
 MB3230  Z           -   4,204,206.950 (meters)                     COMP
 MB3230  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 MB3230  ELLIP HEIGHT-         181.32  (meters)          (10/07/05) GPS OBS
 MB3230  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 MB3230
 MB3230  HORZ ORDER  -  SECOND
 MB3230  ELLP ORDER  -  FOURTH    CLASS I
 MB3230
 MB3230.The horizontal coordinates were established by GPS observations
 MB3230.and adjusted by the National Geodetic Survey in April 1998..
 MB3230
 MB3230.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3230
 MB3230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3230
 MB3230.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3230
 MB3230.The ellipsoidal height was determined by GPS observations
 MB3230.and is referenced to NAD 83.
 MB3230
 MB3230.The geoid height was determined by GEOID03.
 MB3230
 MB3230;                    North         East     Units Scale Factor Converg.
 MB3230;SPC OH N     -   203,852.386   674,287.905   MT  0.99996742   +0 35 04.3
 MB3230;UTM  17      - 4,594,329.909   449,065.644   MT  0.99963193   -0 24 15.7
 MB3230
 MB3230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3230!SPC OH N     -   0.99997156  x   0.99996742  =   0.99993898
 MB3230!UTM  17      -   0.99997156  x   0.99963193  =   0.99960350
 MB3230
 MB3230                          SUPERSEDED SURVEY CONTROL
 MB3230
 MB3230  ELLIP H (04/01/98)  181.34   (m)                       GP(       ) 4 1
 MB3230  NAD 83(1995)-  41 29 56.30728(N)    081 36 36.91227(W) AD(       ) 2
 MB3230  NAD 83(1986)-  41 29 56.31149(N)    081 36 36.91358(W) AD(       ) 2
 MB3230  NGVD 29 (11/06/91)  215.8    (m)          708.     (f) GPS OBS        
 MB3230
 MB3230.Superseded values are not recommended for survey control.
 MB3230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3230.See file dsdata.txt to determine how the superseded data were derived.
 MB3230
 MB3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4906694330(NAD 83)
 MB3230_MARKER: DD = SURVEY DISK
 MB3230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3230_SP_SET: CONCRETE POST
 MB3230_STAMPING: X 15
 MB3230_MARK LOGO: OHGS  
 MB3230_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3230+STABILITY: SURFACE MOTION
 MB3230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3230+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 MB3230
 MB3230  HISTORY     - Date     Condition        Report By
 MB3230  HISTORY     - UNK      MONUMENTED
 MB3230  HISTORY     - 19900406 GOOD             AEROS
 MB3230  HISTORY     - 20010206 GOOD             INDIV
 MB3230  HISTORY     - 20040524 GOOD             USPSQD
 MB3230
 MB3230                          STATION DESCRIPTION
 MB3230
 MB3230'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3230'THE STATION IS LOCATED 1.77 KM (1.10 MI) SOUTHWEST OF LAKEVIEW
 MB3230'CEMETERY, ABOUT 6.13 KM (3.80 MI) SOUTH OF LAKE ERIE IN THE CITY OF
 MB3230'CLEVELAND, AT THE INTERSECTION OF CEDAR AVE. AND FAIRHILL ROAD.
 MB3230'TO REACH FROM THE JUNCTION OF INTERSTATE 77 AND WOODLAND ROAD EXIT, GO
 MB3230'NORTH FOR .81 KM (0.50 MI) ON EAST 30TH STREET TO CEDAR AVE.  TURN
 MB3230'RIGHT AND GO EAST FOR 4.6 KM (2.85 MI) ON CEDAR AVE. TO ITS
 MB3230'INTERSECTION WITH FAIRHILL ROAD AND THE STATION.
 MB3230'STATION IS A SURVEY DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MB3230'RECESSED 11 CM BELOW THE SIDEWALK ENCASED IN A SQUARE IRON MONUMENT
 MB3230'BOX.  LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION, 8.35 M
 MB3230'(27.4 FT) WEST OF THE CENTERLINE OF FAIRHILL ROAD, 9.14 M (30.0 FT)
 MB3230'SOUTH OF THE CENTERLINE OF CEDAR AVE., 1.09 M (3.6 FT) WEST OF WEST
 MB3230'CURB, 4.66 M (15.3 FT) NORTH OF A SEWER MANHOLE, SET IN THE SIDEWALK.
 MB3230
 MB3230                          STATION RECOVERY (2001)
 MB3230
 MB3230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MB)
 MB3230'THE MARKER WAS FOUND IN GOOD CONDITION THE COVER WAS ON AND THE MARKER
 MB3230'DISK WAS IN GOOD SHAPE.
 MB3230
 MB3230                          STATION RECOVERY (2004)
 MB3230
 MB3230'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 MB3230'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITION.
 MB3230'FAIRHILL RD. IS NOW NAMED MARTIN LUTHER KING DR.USPSQD JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3231 ***********************************************************************
 MB3231  DESIGNATION -  26 S OM 295
 MB3231  PID         -  MB3231
 MB3231  STATE/COUNTY-  OH/CUYAHOGA
 MB3231  USGS QUAD   -  EAST CLEVELAND (1994)
 MB3231
 MB3231                         *CURRENT SURVEY CONTROL
 MB3231  ___________________________________________________________________
 MB3231* NAD 83(1995)-  41 32 19.35926(N)    081 36 55.51952(W)     ADJUSTED  
 MB3231* NAVD 88     -       189.2    (meters)     621.     (feet)  VERTCON   
 MB3231  ___________________________________________________________________
 MB3231  X           -     697,185.439 (meters)                     COMP
 MB3231  Y           -  -4,730,140.265 (meters)                     COMP
 MB3231  Z           -   4,207,494.031 (meters)                     COMP
 MB3231  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 MB3231  ELLIP HEIGHT-         154.85  (meters)          (10/07/05) GPS OBS
 MB3231  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB3231
 MB3231  HORZ ORDER  -  FIRST
 MB3231  ELLP ORDER  -  FOURTH    CLASS I
 MB3231
 MB3231.The horizontal coordinates were established by GPS observations
 MB3231.and adjusted by the National Geodetic Survey in April 1998..
 MB3231
 MB3231.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3231
 MB3231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3231
 MB3231.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3231
 MB3231.The ellipsoidal height was determined by GPS observations
 MB3231.and is referenced to NAD 83.
 MB3231
 MB3231.The geoid height was determined by GEOID03.
 MB3231
 MB3231;                    North         East     Units Scale Factor Converg.
 MB3231;SPC OH N     -   208,261.117   673,811.600   MT  0.99997288   +0 34 52.0
 MB3231;UTM  17      - 4,598,744.713   448,665.646   MT  0.99963243   -0 24 29.2
 MB3231
 MB3231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3231!SPC OH N     -   0.99997571  x   0.99997288  =   0.99994859
 MB3231!UTM  17      -   0.99997571  x   0.99963243  =   0.99960815
 MB3231
 MB3231                          SUPERSEDED SURVEY CONTROL
 MB3231
 MB3231  ELLIP H (04/01/98)  154.84   (m)                       GP(       ) 4 1
 MB3231  NAD 83(1995)-  41 32 19.36151(N)    081 36 55.51929(W) AD(       ) 1
 MB3231  NAD 83(1986)-  41 32 19.36857(N)    081 36 55.52127(W) AD(       ) 1
 MB3231  NGVD 29 (11/06/91)  189.4    (m)          621.     (f) GPS OBS        
 MB3231
 MB3231.Superseded values are not recommended for survey control.
 MB3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3231.See file dsdata.txt to determine how the superseded data were derived.
 MB3231
 MB3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4866698745(NAD 83)
 MB3231_MARKER: DD = SURVEY DISK
 MB3231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3231_SP_SET: CONCRETE POST
 MB3231_STAMPING: OM 295
 MB3231_MARK LOGO: CRGS  
 MB3231_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3231+STABILITY: SURFACE MOTION
 MB3231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3231+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3231
 MB3231  HISTORY     - Date     Condition        Report By
 MB3231  HISTORY     - UNK      MONUMENTED
 MB3231  HISTORY     - 19900326 GOOD             AEROS
 MB3231
 MB3231                          STATION DESCRIPTION
 MB3231
 MB3231'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3231'STATION IS LOCATED IN THE CITY OF CLEVELAND, ABOUT 1.5 KM (0.95 MI)
 MB3231'SOUTH OF THE LAKE ERIE SHORELINE, AT THE INTERSECTION OF EAST 105TH
 MB3231'STREET AND ST. CLAIR AVE.
 MB3231'TO REACH FROM THE INTERSECTION OF INTERSTATE 90 AND BRATENAHL PLACE
 MB3231'ROAD, GO SOUTH FOR 1.2 KM (0.75 MI) ON BRATENAHL PLACE TO ST. CLAIR
 MB3231'AVE..  TURN RIGHT AND GO WEST FOR 1.3 KM (0.80 MI) ON ST. CLAIR AVE.
 MB3231'TO ITS INTERSECTION WITH EAST 105TH STREET AND THE STATION.
 MB3231'STATION IS A SURVEY DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MB3231'RECESSED 13 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON MONUMENT
 MB3231'BOX.  LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION, IN THE
 MB3231'SIDEWALK, 10.66 M (35.0 FT) SOUTH OF THE CENTERLINE OF ST. CLAIR AVE.,
 MB3231'9.14 M (30.0 FT) EAST OF THE CENTERLINE OF EAST 105TH STREET, 6.43 M
 MB3231'(21.1 FT) NORTHEAST OF THE TOP OF A FIRE HYDRANT, 3.57 M (11.7 FT)
 MB3231'SOUTHWEST OF A POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1318 ***********************************************************************
 JX1318  DESIGNATION -  26 WSM
 JX1318  PID         -  JX1318
 JX1318  STATE/COUNTY-  OH/MEIGS
 JX1318  USGS QUAD   -  PORTLAND (1994)
 JX1318
 JX1318                         *CURRENT SURVEY CONTROL
 JX1318  ___________________________________________________________________
 JX1318* NAD 83(1986)-  39 05 04.     (N)    081 48 19.     (W)     SCALED    
 JX1318* NAVD 88     -       173.570  (meters)     569.45   (feet)  ADJUSTED  
 JX1318  ___________________________________________________________________
 JX1318  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JX1318  DYNAMIC HT  -         173.459 (meters)     569.09  (feet)  COMP
 JX1318  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 JX1318
 JX1318  VERT ORDER  -  SECOND    CLASS 0
 JX1318
 JX1318.The horizontal coordinates were scaled from a topographic map and have
 JX1318.an estimated accuracy of +/- 6 seconds.
 JX1318
 JX1318.The orthometric height was determined by differential leveling
 JX1318.and adjusted by the National Geodetic Survey in June 1991..
 JX1318
 JX1318.The geoid height was determined by GEOID03.
 JX1318
 JX1318.The dynamic height is computed by dividing the NAVD 88
 JX1318.geopotential number by the normal gravity value computed on the
 JX1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1318.degrees latitude (g = 980.6199 gals.).
 JX1318
 JX1318.The modeled gravity was interpolated from observed gravity values.
 JX1318
 JX1318;                    North         East    Units  Estimated Accuracy
 JX1318;SPC OH S     -   120,620.      660,110.      MT  (+/- 180 meters Scaled)
 JX1318
 JX1318                          SUPERSEDED SURVEY CONTROL
 JX1318
 JX1318  NGVD 29 (??/??/92)  173.754  (m)          570.06   (f) ADJ UNCH    2 0
 JX1318
 JX1318.Superseded values are not recommended for survey control.
 JX1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1318.See file dsdata.txt to determine how the superseded data were derived.
 JX1318
 JX1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD303264(NAD 83)
 JX1318_MARKER: DD = SURVEY DISK
 JX1318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1318_SP_SET: CULVERT
 JX1318_STAMPING: 26 WSM 570 1956
 JX1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1318
 JX1318  HISTORY     - Date     Condition        Report By
 JX1318  HISTORY     - 1956     MONUMENTED       USGS
 JX1318  HISTORY     - 1958     GOOD             NGS
 JX1318  HISTORY     - 1976     GOOD             NGS
 JX1318
 JX1318                          STATION DESCRIPTION
 JX1318
 JX1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX1318'AT LONG BOTTOM.
 JX1318'AT LONG BOTTOM, 0.15 MILE EAST ALONG STATE HIGHWAY 124 FROM THE
 JX1318'POST OFFICE, 60 FEET (SLOPE MEASUREMENT) SOUTH OF THE CENTER
 JX1318'LINE OF HIGHWAY, IN TOP OF WEST END OF SOUTH HEAD WALL OF A
 JX1318'12-FOOT CONCRETE CULVERT FOR GUYAN RUN, AND ABOUT 18 FEET BELOW
 JX1318'THE LEVEL OF THE HIGHWAY.
 JX1318
 JX1318                          STATION RECOVERY (1976)
 JX1318
 JX1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0358 ***********************************************************************
 JZ0358  DESIGNATION -  260
 JZ0358  PID         -  JZ0358
 JZ0358  STATE/COUNTY-  OH/HAMILTON
 JZ0358  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0358
 JZ0358                         *CURRENT SURVEY CONTROL
 JZ0358  ___________________________________________________________________
 JZ0358* NAD 83(1986)-  39 08 14.     (N)    084 23 50.     (W)     SCALED    
 JZ0358* NAVD 88     -       161.829  (meters)     530.93   (feet)  ADJUSTED  
 JZ0358  ___________________________________________________________________
 JZ0358  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0358  DYNAMIC HT  -         161.726 (meters)     530.60  (feet)  COMP
 JZ0358  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JZ0358
 JZ0358  VERT ORDER  -  FIRST     CLASS II
 JZ0358
 JZ0358.The horizontal coordinates were scaled from a topographic map and have
 JZ0358.an estimated accuracy of +/- 6 seconds.
 JZ0358
 JZ0358.The orthometric height was determined by differential leveling
 JZ0358.and adjusted by the National Geodetic Survey in June 1991..
 JZ0358
 JZ0358.The geoid height was determined by GEOID03.
 JZ0358
 JZ0358.The dynamic height is computed by dividing the NAVD 88
 JZ0358.geopotential number by the normal gravity value computed on the
 JZ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0358.degrees latitude (g = 980.6199 gals.).
 JZ0358
 JZ0358.The modeled gravity was interpolated from observed gravity values.
 JZ0358
 JZ0358;                    North         East    Units  Estimated Accuracy
 JZ0358;SPC OH S     -   127,970.      435,990.      MT  (+/- 180 meters Scaled)
 JZ0358
 JZ0358                          SUPERSEDED SURVEY CONTROL
 JZ0358
 JZ0358  NGVD 29 (06/03/91)  162.006  (m)          531.51   (f) ADJUSTED    1 2
 JZ0358
 JZ0358.Superseded values are not recommended for survey control.
 JZ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0358.See file dsdata.txt to determine how the superseded data were derived.
 JZ0358
 JZ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ249352(NAD 83)
 JZ0358_MARKER: DD = SURVEY DISK
 JZ0358_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ0358_STAMPING: 260
 JZ0358_MARK LOGO: OH1610
 JZ0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0358
 JZ0358  HISTORY     - Date     Condition        Report By
 JZ0358  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0358  HISTORY     - 1947     GOOD             NGS
 JZ0358  HISTORY     - 1969     GOOD             NGS
 JZ0358  HISTORY     - 1984     GOOD             NGS
 JZ0358  HISTORY     - 19910717 GOOD             USPSQD
 JZ0358
 JZ0358                          STATION DESCRIPTION
 JZ0358
 JZ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0358'AT CINCINNATI.
 JZ0358'ON WOOSTER PIKE, ON THE EAST BERM OF SIDEWALK SPACE BENEATH THE
 JZ0358'NORFOLK AND WESTERN RAILROAD OVERHEAD CROSSING, 0.8 FOOT EAST OF
 JZ0358'THE EAST EDGE OF THE NORTH PAVEMENT OF WOOSTER PIKE AND 0.5 FOOT
 JZ0358'NORTH OF THE INTERSECTION OF THE SOUTHEAST WING WALL AND THE EAST
 JZ0358'ABUTMENT.  A CITY OF CINCINNATI STANDARD DISK, STAMPED 260 AND
 JZ0358'SET IN THE TOP OF A CONCRETE POST.
 JZ0358
 JZ0358                          STATION RECOVERY (1969)
 JZ0358
 JZ0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JZ0358'RECOVERED IN GOOD CONDITION.
 JZ0358
 JZ0358                          STATION RECOVERY (1984)
 JZ0358
 JZ0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0358'RECOVERED IN GOOD CONDITION.
 JZ0358
 JZ0358                          STATION RECOVERY (1991)
 JZ0358
 JZ0358'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLN)
 JZ0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1620 ***********************************************************************
 KZ1620  DESIGNATION -  261
 KZ1620  PID         -  KZ1620
 KZ1620  STATE/COUNTY-  OH/CHAMPAIGN
 KZ1620  USGS QUAD   -  URBANA WEST (1983)
 KZ1620
 KZ1620                         *CURRENT SURVEY CONTROL
 KZ1620  ___________________________________________________________________
 KZ1620* NAD 83(1986)-  40 06 13.     (N)    083 45 42.     (W)     SCALED    
 KZ1620* NAVD 88     -       319.62   (+/-2cm)    1048.6    (feet)  VERTCON   
 KZ1620  ___________________________________________________________________
 KZ1620  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KZ1620
 KZ1620  VERT ORDER  -  ? (See Below)
 KZ1620
 KZ1620.The horizontal coordinates were scaled from a topographic map and have
 KZ1620.an estimated accuracy of +/- 6 seconds.
 KZ1620
 KZ1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1620.The vertical order pertains to the NGVD 29 superseded value.
 KZ1620
 KZ1620.The geoid height was determined by GEOID03.
 KZ1620
 KZ1620;                    North         East    Units  Estimated Accuracy
 KZ1620;SPC OH S     -   234,290.      492,430.      MT  (+/- 180 meters Scaled)
 KZ1620
 KZ1620                          SUPERSEDED SURVEY CONTROL
 KZ1620
 KZ1620  NGVD 29 (??/??/92)  319.818  (m)         1049.27   (f) ADJ UNCH    ?  
 KZ1620
 KZ1620.Superseded values are not recommended for survey control.
 KZ1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1620.See file dsdata.txt to determine how the superseded data were derived.
 KZ1620
 KZ1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE646429(NAD 83)
 KZ1620_MARKER: B = BOLT
 KZ1620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1620_SP_SET: BRIDGE
 KZ1620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1620
 KZ1620  HISTORY     - Date     Condition        Report By
 KZ1620  HISTORY     - UNK      MONUMENTED       PCRR
 KZ1620  HISTORY     - 1935     GOOD             NGS
 KZ1620
 KZ1620                          STATION DESCRIPTION
 KZ1620
 KZ1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1620'AT URBANA.
 KZ1620'AT URBANA, ON THE CLEVELAND, CINCINNATI, CHICAGO, AND ST. LOUIS
 KZ1620'RAILWAY, OPPOSITE POLE 115/40, IN THE TOP OF THE NORTHWEST
 KZ1620'CORNER OF BRIDGE 261, 8.5 FEET WEST OF THE WEST RAIL, AND ABOUT
 KZ1620'1-1/2 FEET LOWER THAN THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0357 ***********************************************************************
 JZ0357  DESIGNATION -  261
 JZ0357  PID         -  JZ0357
 JZ0357  STATE/COUNTY-  OH/HAMILTON
 JZ0357  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0357
 JZ0357                         *CURRENT SURVEY CONTROL
 JZ0357  ___________________________________________________________________
 JZ0357* NAD 83(1986)-  39 08 38.     (N)    084 23 09.     (W)     SCALED    
 JZ0357* NAVD 88     -       176.823  (meters)     580.13   (feet)  ADJUSTED  
 JZ0357  ___________________________________________________________________
 JZ0357  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0357  DYNAMIC HT  -         176.711 (meters)     579.76  (feet)  COMP
 JZ0357  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JZ0357
 JZ0357  VERT ORDER  -  FIRST     CLASS II
 JZ0357
 JZ0357.The horizontal coordinates were scaled from a topographic map and have
 JZ0357.an estimated accuracy of +/- 6 seconds.
 JZ0357
 JZ0357.The orthometric height was determined by differential leveling
 JZ0357.and adjusted by the National Geodetic Survey in June 1991..
 JZ0357
 JZ0357.The geoid height was determined by GEOID03.
 JZ0357
 JZ0357.The dynamic height is computed by dividing the NAVD 88
 JZ0357.geopotential number by the normal gravity value computed on the
 JZ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0357.degrees latitude (g = 980.6199 gals.).
 JZ0357
 JZ0357.The modeled gravity was interpolated from observed gravity values.
 JZ0357
 JZ0357;                    North         East    Units  Estimated Accuracy
 JZ0357;SPC OH S     -   128,690.      436,990.      MT  (+/- 180 meters Scaled)
 JZ0357
 JZ0357                          SUPERSEDED SURVEY CONTROL
 JZ0357
 JZ0357  NGVD 29 (??/??/92)  176.999  (m)          580.70   (f) ADJ UNCH    1 2
 JZ0357
 JZ0357.Superseded values are not recommended for survey control.
 JZ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0357.See file dsdata.txt to determine how the superseded data were derived.
 JZ0357
 JZ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ259359(NAD 83)
 JZ0357_MARKER: DD = SURVEY DISK
 JZ0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0357_SP_SET: CURB
 JZ0357_STAMPING: 261
 JZ0357_MARK LOGO: OH1610
 JZ0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0357
 JZ0357  HISTORY     - Date     Condition        Report By
 JZ0357  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0357  HISTORY     - 1947     GOOD             NGS
 JZ0357  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0357  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0357
 JZ0357                          STATION DESCRIPTION
 JZ0357
 JZ0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0357'AT CINCINNATI.
 JZ0357'AT THE NORTHEAST CORNER OF WOOSTER PIKE AND SETTLE ROAD, 18.5
 JZ0357'FEET NORTH OF THE NORTH EDGE OF THE PAVEMENT OF WOOSTER PIKE, 5.0
 JZ0357'FEET EAST OF THE EAST EDGE OF THE PAVEMENT OF SETTLE ROAD, AND
 JZ0357'SET IN THE EAST SIDE OF SETTLE ROAD BETWEEN THE CURB AND THE
 JZ0357'WALK.  A CITY OF CINCINNATI STANDARD DISK, STAMPED 261.
 JZ0357
 JZ0357                          STATION RECOVERY (1984)
 JZ0357
 JZ0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0357'NOT RECOVERED, A SIDEWALK HAS BEEN CONSTRUCTED AROUND THE MARK
 JZ0357'LOCATION AND ONLY THE SHANK OF THE DISK REMAINS, CONSIDER DESTROYED.
 JZ0357
 JZ0357                          STATION RECOVERY (1985)
 JZ0357
 JZ0357'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0356 ***********************************************************************
 JZ0356  DESIGNATION -  262
 JZ0356  PID         -  JZ0356
 JZ0356  STATE/COUNTY-  OH/HAMILTON
 JZ0356  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0356
 JZ0356                         *CURRENT SURVEY CONTROL
 JZ0356  ___________________________________________________________________
 JZ0356* NAD 83(1986)-  39 09 03.     (N)    084 22 46.     (W)     SCALED    
 JZ0356* NAVD 88     -       178.502  (meters)     585.64   (feet)  ADJUSTED  
 JZ0356  ___________________________________________________________________
 JZ0356  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0356  DYNAMIC HT  -         178.389 (meters)     585.26  (feet)  COMP
 JZ0356  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 JZ0356
 JZ0356  VERT ORDER  -  FIRST     CLASS II
 JZ0356
 JZ0356.The horizontal coordinates were scaled from a topographic map and have
 JZ0356.an estimated accuracy of +/- 6 seconds.
 JZ0356
 JZ0356.The orthometric height was determined by differential leveling
 JZ0356.and adjusted by the National Geodetic Survey in June 1991..
 JZ0356
 JZ0356.The geoid height was determined by GEOID03.
 JZ0356
 JZ0356.The dynamic height is computed by dividing the NAVD 88
 JZ0356.geopotential number by the normal gravity value computed on the
 JZ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0356.degrees latitude (g = 980.6199 gals.).
 JZ0356
 JZ0356.The modeled gravity was interpolated from observed gravity values.
 JZ0356
 JZ0356;                    North         East    Units  Estimated Accuracy
 JZ0356;SPC OH S     -   129,450.      437,560.      MT  (+/- 180 meters Scaled)
 JZ0356
 JZ0356                          SUPERSEDED SURVEY CONTROL
 JZ0356
 JZ0356  NGVD 29 (06/03/91)  178.677  (m)          586.21   (f) ADJUSTED    1 2
 JZ0356
 JZ0356.Superseded values are not recommended for survey control.
 JZ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0356.See file dsdata.txt to determine how the superseded data were derived.
 JZ0356
 JZ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ264367(NAD 83)
 JZ0356_MARKER: DD = SURVEY DISK
 JZ0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0356_STAMPING: 262
 JZ0356_MARK LOGO: OH1610
 JZ0356_PROJECTION: RECESSED 20 CENTIMETERS
 JZ0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0356+STABILITY: SURFACE MOTION
 JZ0356
 JZ0356  HISTORY     - Date     Condition        Report By
 JZ0356  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0356  HISTORY     - 1947     GOOD             NGS
 JZ0356  HISTORY     - 1984     GOOD             NGS
 JZ0356  HISTORY     - 19910717 GOOD             USPSQD
 JZ0356
 JZ0356                          STATION DESCRIPTION
 JZ0356
 JZ0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0356'IN MADISONVILLE.
 JZ0356'IN MADISONVILLE, BETWEEN THE CURB AND THE WALK ON THE EAST SIDE
 JZ0356'OF PLAINVILLE PIKE OPPOSITE BRAMBLE AVENUE, ONE FOOT SOUTH OF
 JZ0356'THE SOUTH CURB LINE OF BRAMBLE AVENUE PRODUCED, AND 2.4 FEET
 JZ0356'EAST OF THE EAST EDGE OF THE CONCRETE PAVEMENT OF PLAINVILLE
 JZ0356'PIKE.
 JZ0356
 JZ0356                          STATION RECOVERY (1984)
 JZ0356
 JZ0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0356'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MADISONVILLE
 JZ0356'AT THE JUNCTION OF PLAINVILLE ROAD AND BRAMBLE AVENUE BETWEEN THE
 JZ0356'EAST CURB OF PLAINVILLE ROAD AND THE SIDEWALK. 7.22 METERS (23.7 FT)
 JZ0356'NORTHWEST OF THE SOUTHWEST CORNER OF AUTO PARTS BUILDING, 6.33
 JZ0356'METERS (20.8 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A ONE STORY
 JZ0356'BRICK BUILDING OCCUPIED BY MARFAY AUTO PARTS AND 4.48 METERS (14.7 FT)
 JZ0356'SOUTH OF THE EXTENDED CENTERLINE OF BRAMBLE AVENUE.
 JZ0356'THE MARK IS 0.18 M ABOVE PLAINVILLE ROAD..
 JZ0356
 JZ0356                          STATION RECOVERY (1991)
 JZ0356
 JZ0356'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLN)
 JZ0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0354 ***********************************************************************
 JZ0354  DESIGNATION -  263
 JZ0354  PID         -  JZ0354
 JZ0354  STATE/COUNTY-  OH/HAMILTON
 JZ0354  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0354
 JZ0354                         *CURRENT SURVEY CONTROL
 JZ0354  ___________________________________________________________________
 JZ0354* NAD 83(1986)-  39 09 35.     (N)    084 22 57.     (W)     SCALED    
 JZ0354* NAVD 88     -       182.699  (meters)     599.40   (feet)  ADJUSTED  
 JZ0354  ___________________________________________________________________
 JZ0354  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0354  DYNAMIC HT  -         182.583 (meters)     599.02  (feet)  COMP
 JZ0354  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 JZ0354
 JZ0354  VERT ORDER  -  FIRST     CLASS II
 JZ0354
 JZ0354.The horizontal coordinates were scaled from a topographic map and have
 JZ0354.an estimated accuracy of +/- 6 seconds.
 JZ0354
 JZ0354.The orthometric height was determined by differential leveling
 JZ0354.and adjusted by the National Geodetic Survey in June 1991..
 JZ0354
 JZ0354.The geoid height was determined by GEOID03.
 JZ0354
 JZ0354.The dynamic height is computed by dividing the NAVD 88
 JZ0354.geopotential number by the normal gravity value computed on the
 JZ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0354.degrees latitude (g = 980.6199 gals.).
 JZ0354
 JZ0354.The modeled gravity was interpolated from observed gravity values.
 JZ0354
 JZ0354;                    North         East    Units  Estimated Accuracy
 JZ0354;SPC OH S     -   130,440.      437,310.      MT  (+/- 180 meters Scaled)
 JZ0354
 JZ0354                          SUPERSEDED SURVEY CONTROL
 JZ0354
 JZ0354  NGVD 29 (06/03/91)  182.872  (m)          599.97   (f) ADJUSTED    1 2
 JZ0354
 JZ0354.Superseded values are not recommended for survey control.
 JZ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0354.See file dsdata.txt to determine how the superseded data were derived.
 JZ0354
 JZ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ261377(NAD 83)
 JZ0354_MARKER: DB = BENCH MARK DISK
 JZ0354_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0354_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0354_STAMPING: 263
 JZ0354_MARK LOGO: OH1610
 JZ0354_PROJECTION: FLUSH
 JZ0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0354
 JZ0354  HISTORY     - Date     Condition        Report By
 JZ0354  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0354  HISTORY     - 1947     GOOD             NGS
 JZ0354  HISTORY     - 1969     GOOD             NGS
 JZ0354  HISTORY     - 1984     GOOD             NGS
 JZ0354  HISTORY     - 19900420 GOOD             WOOLPT
 JZ0354
 JZ0354                          STATION DESCRIPTION
 JZ0354
 JZ0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0354'AT MADISONVILLE.
 JZ0354'AT EAST MADISONVILLE, HAMILTON COUNTY, ABOUT 45 YARDS SOUTHEAST
 JZ0354'OF THE CENTER OF THE INTERSECTION OF JAMESON STREET AND MADISON
 JZ0354'ROAD, 19 FEET SOUTHWEST OF THE CENTER LINE OF MADISON ROAD, ABOUT
 JZ0354'48 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE VICTOR AUTOMATIC
 JZ0354'SALES GARAGE, 8 FEET EAST OF THE SOUTHEAST CORNER OF AN IRON
 JZ0354'FENCE AROUND A LAWN, 2 FEET WEST OF THE MADISON ROAD CURB, AND
 JZ0354'ABOUT LEVEL WITH THE SIDEWALK.  NOTE-- THE MARK SHOWS NO SIGN OF
 JZ0354'BEING DAMAGED BUT APPARENTLY HAS MOVED APPROXIMATELY 5MM.
 JZ0354
 JZ0354                          STATION RECOVERY (1969)
 JZ0354
 JZ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JZ0354'RECOVERED IN GOOD CONDITION.
 JZ0354
 JZ0354                          STATION RECOVERY (1984)
 JZ0354
 JZ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0354'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MADISONVILLE
 JZ0354'ALONG MADISON ROAD 0.2 KM (0.1 MI) WEST OF THE JUNCTION OF CAMARGO
 JZ0354'ROAD TO THE MARK ON THE LEFT BETWEEN BLAESI AVENUE AND JAMESON
 JZ0354'STREET BETWEEN THE CURB OF MADISON ROAD AND THE SIDEWALK.  6.70
 JZ0354'METERS (22.0 FT) SOUTH OF THE CENTERLINE OF MADISO ROAD, 14.63
 JZ0354'METERS (48.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF CINCINNATI
 JZ0354'MOTOR CAR CO. GARAGE, 2.74 METERS (9.0 FT) NORTH-NORTHEAST  OF A CHAIN
 JZ0354'LINK FENCE AROUND HOUSE NO. 6607 AND O.61 METER (2.0 FT) SOUTH OF
 JZ0354'THE SOUTH CURB OF MADISON ROAD.
 JZ0354'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 JZ0354
 JZ0354                          STATION RECOVERY (1990)
 JZ0354
 JZ0354'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1505 ***********************************************************************
 MB1505  DESIGNATION -  264
 MB1505  PID         -  MB1505
 MB1505  STATE/COUNTY-  OH/CUYAHOGA
 MB1505  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1505
 MB1505                         *CURRENT SURVEY CONTROL
 MB1505  ___________________________________________________________________
 MB1505* NAD 83(1986)-  41 29 03.     (N)    081 42 11.     (W)     SCALED    
 MB1505* NAVD 88     -       208.052  (meters)     682.58   (feet)  ADJUSTED  
 MB1505  ___________________________________________________________________
 MB1505  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 MB1505  DYNAMIC HT  -         207.970 (meters)     682.31  (feet)  COMP
 MB1505  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 MB1505
 MB1505  VERT ORDER  -  FIRST     CLASS II
 MB1505
 MB1505.The horizontal coordinates were scaled from a topographic map and have
 MB1505.an estimated accuracy of +/- 6 seconds.
 MB1505
 MB1505.The orthometric height was determined by differential leveling
 MB1505.and adjusted by the National Geodetic Survey in June 1991..
 MB1505
 MB1505.The geoid height was determined by GEOID03.
 MB1505
 MB1505.The dynamic height is computed by dividing the NAVD 88
 MB1505.geopotential number by the normal gravity value computed on the
 MB1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1505.degrees latitude (g = 980.6199 gals.).
 MB1505
 MB1505.The modeled gravity was interpolated from observed gravity values.
 MB1505
 MB1505;                    North         East    Units  Estimated Accuracy
 MB1505;SPC OH N     -   202,130.      666,560.      MT  (+/- 180 meters Scaled)
 MB1505
 MB1505                          SUPERSEDED SURVEY CONTROL
 MB1505
 MB1505  NGVD 29 (06/03/92)  208.286  (m)          683.35   (f) ADJUSTED    1 2
 MB1505
 MB1505.Superseded values are not recommended for survey control.
 MB1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1505.See file dsdata.txt to determine how the superseded data were derived.
 MB1505
 MB1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF413927(NAD 83)
 MB1505_MARKER: DD = SURVEY DISK
 MB1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1505_SP_SET: CONCRETE POST
 MB1505_STAMPING: 264
 MB1505_MARK LOGO: CRGS  
 MB1505_PROJECTION: RECESSED 6 CENTIMETERS
 MB1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1505+STABILITY: SURFACE MOTION
 MB1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1505+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1505
 MB1505  HISTORY     - Date     Condition        Report By
 MB1505  HISTORY     - UNK      MONUMENTED       CRGS
 MB1505  HISTORY     - 1980     GOOD             NGS
 MB1505  HISTORY     - 20040920 GOOD             OHDT
 MB1505
 MB1505                          STATION DESCRIPTION
 MB1505
 MB1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1505'IN CLEVELAND.
 MB1505'IN CLEVELAND, IN THE NORTHWEST SECTION OF THE CITY, 0.9 KILOMETER
 MB1505'(0.55 MILE) SOUTH-SOUTHEAST ALONG WEST 25TH STREET FROM IT,S JUNCTION
 MB1505'WITH DETROIT AVENUE, AT THE EAST CORNER OF THE JUNCTION OF WEST 25TH
 MB1505'STREET AND LORAIN AVENUE, SET IN THE SIDEWALK ENCASED IN A 12-INCH
 MB1505'METAL PIPE WITH A COVER IMPRINTED (MON) AND IS FLUSH WITH THE
 MB1505'SIDEWALK, 2.44 METERS (8.0 FEET) NORTHEAST OF THE NORTHEAST CURB OF
 MB1505'WEST 25TH STREET, 2.44 METERS (8.0 FEET) SOUTHEAST OF THE SOUTHEAST
 MB1505'CURB OF LORAIN AVENUE, 1.97 METERS (6.3 FEET) SOUTH OF A FIRE ALARM
 MB1505'BOX, 1.83 METERS (6.0 FEET) WEST OF THE WEST CORNER OF A BRICK
 MB1505'BUILDING NUMBER 2011 WEST 25TH STREET.
 MB1505
 MB1505                          STATION RECOVERY (2004)
 MB1505
 MB1505'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1505'BUILDING REFERENCED IN EARLIER DESCRIPTIONS IS REMOVED.
 MB1505'ADD TIE, 11.4 FEET SOUTHWEST OF UTILITY POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0203 ***********************************************************************
 JZ0203  DESIGNATION -  264
 JZ0203  PID         -  JZ0203
 JZ0203  STATE/COUNTY-  OH/MONTGOMERY
 JZ0203  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0203
 JZ0203                         *CURRENT SURVEY CONTROL
 JZ0203  ___________________________________________________________________
 JZ0203* NAD 83(1986)-  39 44 44.     (N)    084 23 08.     (W)     SCALED    
 JZ0203* NAVD 88     -       277.852  (meters)     911.59   (feet)  ADJUSTED  
 JZ0203  ___________________________________________________________________
 JZ0203  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JZ0203  DYNAMIC HT  -         277.696 (meters)     911.07  (feet)  COMP
 JZ0203  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 JZ0203
 JZ0203  VERT ORDER  -  SECOND    CLASS 0
 JZ0203
 JZ0203.The horizontal coordinates were scaled from a topographic map and have
 JZ0203.an estimated accuracy of +/- 6 seconds.
 JZ0203
 JZ0203.The orthometric height was determined by differential leveling
 JZ0203.and adjusted by the National Geodetic Survey in June 1991..
 JZ0203
 JZ0203.The geoid height was determined by GEOID03.
 JZ0203
 JZ0203.The dynamic height is computed by dividing the NAVD 88
 JZ0203.geopotential number by the normal gravity value computed on the
 JZ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0203.degrees latitude (g = 980.6199 gals.).
 JZ0203
 JZ0203.The modeled gravity was interpolated from observed gravity values.
 JZ0203
 JZ0203;                    North         East    Units  Estimated Accuracy
 JZ0203;SPC OH S     -   195,470.      438,410.      MT  (+/- 180 meters Scaled)
 JZ0203
 JZ0203                          SUPERSEDED SURVEY CONTROL
 JZ0203
 JZ0203  NGVD 29 (??/??/92)  278.033  (m)          912.18   (f) ADJ UNCH    2 0
 JZ0203
 JZ0203.Superseded values are not recommended for survey control.
 JZ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0203.See file dsdata.txt to determine how the superseded data were derived.
 JZ0203
 JZ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK240027(NAD 83)
 JZ0203_MARKER: DD = SURVEY DISK
 JZ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0203_STAMPING: 264
 JZ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0203+STABILITY: SURFACE MOTION
 JZ0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0203+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 JZ0203
 JZ0203  HISTORY     - Date     Condition        Report By
 JZ0203  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0203  HISTORY     - 1947     GOOD             NGS
 JZ0203  HISTORY     - 20030729 GOOD             GEOCAC
 JZ0203  HISTORY     - 20041015 MARK NOT FOUND   INDIV
 JZ0203
 JZ0203                          STATION DESCRIPTION
 JZ0203
 JZ0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0203'AT NEW LEBANON.
 JZ0203'AT NEW LEBANON, ABOUT 75 YARDS EAST ALONG U.S. HIGHWAY 35 FROM
 JZ0203'THE POST OFFICE, AT THE INTERSECTION OF CHURCH ROAD, 34 FEET
 JZ0203'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET WEST OF THE
 JZ0203'CENTER LINE OF CHURCH ROAD, 28 FEET EAST-NORTHEAST OF THE
 JZ0203'NORTHEAST CORNER OF A 2-STORY FRAME HOUSE, 2 FEET WEST OF THE
 JZ0203'WEST EDGE OF A SIDE WALK, 4.5 FEET SOUTH OF THE SOUTH EDGE OF A
 JZ0203'SIDE WALK, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 JZ0203'A CONCRETE POST PROJECTING 6 IN.
 JZ0203
 JZ0203                          STATION RECOVERY (2003)
 JZ0203
 JZ0203'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ0203'CITY HALL IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF NORTH
 JZ0203'MAIN AND SECOND STREETS.
 JZ0203
 JZ0203                          STATION RECOVERY (2004)
 JZ0203
 JZ0203'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0205 ***********************************************************************
 JZ0205  DESIGNATION -  265
 JZ0205  PID         -  JZ0205
 JZ0205  STATE/COUNTY-  OH/MONTGOMERY
 JZ0205  USGS QUAD   -  MIAMISBURG (1987)
 JZ0205
 JZ0205                         *CURRENT SURVEY CONTROL
 JZ0205  ___________________________________________________________________
 JZ0205* NAD 83(1986)-  39 44 43.     (N)    084 22 00.     (W)     SCALED    
 JZ0205* NAVD 88     -       264.967  (meters)     869.31   (feet)  ADJUSTED  
 JZ0205  ___________________________________________________________________
 JZ0205  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JZ0205  DYNAMIC HT  -         264.819 (meters)     868.83  (feet)  COMP
 JZ0205  MODELED GRAV-     980,061.0   (mgal)                       NAVD 88
 JZ0205
 JZ0205  VERT ORDER  -  SECOND    CLASS 0
 JZ0205
 JZ0205.The horizontal coordinates were scaled from a topographic map and have
 JZ0205.an estimated accuracy of +/- 6 seconds.
 JZ0205
 JZ0205.The orthometric height was determined by differential leveling
 JZ0205.and adjusted by the National Geodetic Survey in June 1991..
 JZ0205
 JZ0205.The geoid height was determined by GEOID03.
 JZ0205
 JZ0205.The dynamic height is computed by dividing the NAVD 88
 JZ0205.geopotential number by the normal gravity value computed on the
 JZ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0205.degrees latitude (g = 980.6199 gals.).
 JZ0205
 JZ0205.The modeled gravity was interpolated from observed gravity values.
 JZ0205
 JZ0205;                    North         East    Units  Estimated Accuracy
 JZ0205;SPC OH S     -   195,410.      440,030.      MT  (+/- 180 meters Scaled)
 JZ0205
 JZ0205                          SUPERSEDED SURVEY CONTROL
 JZ0205
 JZ0205  NGVD 29 (??/??/92)  265.150  (m)          869.91   (f) ADJ UNCH    2 0
 JZ0205
 JZ0205.Superseded values are not recommended for survey control.
 JZ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0205.See file dsdata.txt to determine how the superseded data were derived.
 JZ0205
 JZ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK256028(NAD 83)
 JZ0205_MARKER: DD = SURVEY DISK
 JZ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0205_STAMPING: 265
 JZ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0205+STABILITY: SURFACE MOTION
 JZ0205
 JZ0205  HISTORY     - Date     Condition        Report By
 JZ0205  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0205  HISTORY     - 1947     GOOD             NGS
 JZ0205  HISTORY     - 20041217 MARK NOT FOUND   INDIV
 JZ0205
 JZ0205                          STATION DESCRIPTION
 JZ0205
 JZ0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0205'1 MI E FROM NEW LEBANON.
 JZ0205'1.0 MILE EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT NEW
 JZ0205'LEBANON, AT THE INTERSECTION OF DIAMOND MILL ROAD, 39 FEET
 JZ0205'NORTH OF THE CENTER LINE OF THE HIGHWAY, 26 FEET EAST OF THE
 JZ0205'CENTER LINE OF THE ROAD NORTH, 19.5 FEET SOUTH-SOUTHEAST OF A
 JZ0205'TELEPHONE POLE, ABOUT 0.5 FOOT BELOW THE HIGHWAY AND SET IN THE
 JZ0205'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- POST IS
 JZ0205'LEANING TO THE EAST.  THE CONCRETE IS CHIPPED OFF THE MARK BUT
 JZ0205'DISK IS IN TIGHTLY AND THE POST SEEMS SOLID.
 JZ0205
 JZ0205                          STATION RECOVERY (2004)
 JZ0205
 JZ0205'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0206 ***********************************************************************
 JZ0206  DESIGNATION -  266
 JZ0206  PID         -  JZ0206
 JZ0206  STATE/COUNTY-  OH/MONTGOMERY
 JZ0206  USGS QUAD   -  MIAMISBURG (1987)
 JZ0206
 JZ0206                         *CURRENT SURVEY CONTROL
 JZ0206  ___________________________________________________________________
 JZ0206* NAD 83(1986)-  39 44 45.     (N)    084 20 52.     (W)     SCALED    
 JZ0206* NAVD 88     -       269.104  (meters)     882.89   (feet)  ADJUSTED  
 JZ0206  ___________________________________________________________________
 JZ0206  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JZ0206  DYNAMIC HT  -         268.955 (meters)     882.40  (feet)  COMP
 JZ0206  MODELED GRAV-     980,063.5   (mgal)                       NAVD 88
 JZ0206
 JZ0206  VERT ORDER  -  SECOND    CLASS 0
 JZ0206
 JZ0206.The horizontal coordinates were scaled from a topographic map and have
 JZ0206.an estimated accuracy of +/- 6 seconds.
 JZ0206
 JZ0206.The orthometric height was determined by differential leveling
 JZ0206.and adjusted by the National Geodetic Survey in June 1991..
 JZ0206
 JZ0206.The geoid height was determined by GEOID03.
 JZ0206
 JZ0206.The dynamic height is computed by dividing the NAVD 88
 JZ0206.geopotential number by the normal gravity value computed on the
 JZ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0206.degrees latitude (g = 980.6199 gals.).
 JZ0206
 JZ0206.The modeled gravity was interpolated from observed gravity values.
 JZ0206
 JZ0206;                    North         East    Units  Estimated Accuracy
 JZ0206;SPC OH S     -   195,430.      441,650.      MT  (+/- 180 meters Scaled)
 JZ0206
 JZ0206                          SUPERSEDED SURVEY CONTROL
 JZ0206
 JZ0206  NGVD 29 (??/??/92)  269.289  (m)          883.49   (f) ADJ UNCH    2 0
 JZ0206
 JZ0206.Superseded values are not recommended for survey control.
 JZ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0206.See file dsdata.txt to determine how the superseded data were derived.
 JZ0206
 JZ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK272029(NAD 83)
 JZ0206_MARKER: DD = SURVEY DISK
 JZ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0206_STAMPING: 266
 JZ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0206+STABILITY: SURFACE MOTION
 JZ0206
 JZ0206  HISTORY     - Date     Condition        Report By
 JZ0206  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0206  HISTORY     - 1947     GOOD             NGS
 JZ0206  HISTORY     - 20041015 MARK NOT FOUND   INDIV
 JZ0206
 JZ0206                          STATION DESCRIPTION
 JZ0206
 JZ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0206'2 MI E FROM NEW LEBANON.
 JZ0206'2.05 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0206'NEW LEBANON, AT THE INTERSECTION OF LUTHERAN CHURCH ROAD, WITH
 JZ0206'ST. PETERS EV. LUTHERAN CHURCH IN THE SOUTHEAST QUARTER OF THE
 JZ0206'INTERSECTION, 33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JZ0206'20 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 88 FEET
 JZ0206'WEST-NORTHWEST AND ACROSS THE ROAD SOUTH FROM THE NORTHWEST
 JZ0206'CORNER OF THE CHURCH BUILDING, 11.5 FEET EAST-SOUTHEAST OF A
 JZ0206'TELEPHONE POLE, 15 FEET NORTH OF A 14-INCH MULBERRY TREE, 1 FOOT
 JZ0206'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ0206'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JZ0206'INCHES.
 JZ0206
 JZ0206                          STATION RECOVERY (2004)
 JZ0206
 JZ0206'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0215 ***********************************************************************
 JZ0215  DESIGNATION -  267
 JZ0215  PID         -  JZ0215
 JZ0215  STATE/COUNTY-  OH/MONTGOMERY
 JZ0215  USGS QUAD   -  MIAMISBURG (1987)
 JZ0215
 JZ0215                         *CURRENT SURVEY CONTROL
 JZ0215  ___________________________________________________________________
 JZ0215* NAD 83(1986)-  39 44 45.     (N)    084 19 44.     (W)     SCALED    
 JZ0215* NAVD 88     -       268.557  (meters)     881.09   (feet)  ADJUSTED  
 JZ0215  ___________________________________________________________________
 JZ0215  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JZ0215  DYNAMIC HT  -         268.408 (meters)     880.60  (feet)  COMP
 JZ0215  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 JZ0215
 JZ0215  VERT ORDER  -  SECOND    CLASS 0
 JZ0215
 JZ0215.The horizontal coordinates were scaled from a topographic map and have
 JZ0215.an estimated accuracy of +/- 6 seconds.
 JZ0215
 JZ0215.The orthometric height was determined by differential leveling
 JZ0215.and adjusted by the National Geodetic Survey in June 1991..
 JZ0215
 JZ0215.The geoid height was determined by GEOID03.
 JZ0215
 JZ0215.The dynamic height is computed by dividing the NAVD 88
 JZ0215.geopotential number by the normal gravity value computed on the
 JZ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0215.degrees latitude (g = 980.6199 gals.).
 JZ0215
 JZ0215.The modeled gravity was interpolated from observed gravity values.
 JZ0215
 JZ0215;                    North         East    Units  Estimated Accuracy
 JZ0215;SPC OH S     -   195,400.      443,260.      MT  (+/- 180 meters Scaled)
 JZ0215
 JZ0215                          SUPERSEDED SURVEY CONTROL
 JZ0215
 JZ0215  NGVD 29 (??/??/92)  268.744  (m)          881.70   (f) ADJ UNCH    2 0
 JZ0215
 JZ0215.Superseded values are not recommended for survey control.
 JZ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0215.See file dsdata.txt to determine how the superseded data were derived.
 JZ0215
 JZ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK288029(NAD 83)
 JZ0215_MARKER: DD = SURVEY DISK
 JZ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0215_STAMPING: 267
 JZ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0215+STABILITY: SURFACE MOTION
 JZ0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0215+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ0215
 JZ0215  HISTORY     - Date     Condition        Report By
 JZ0215  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0215  HISTORY     - 1947     GOOD             NGS
 JZ0215  HISTORY     - 1954     MARK NOT FOUND   USGS
 JZ0215  HISTORY     - 20041015 MARK NOT FOUND   INDIV
 JZ0215
 JZ0215                          STATION DESCRIPTION
 JZ0215
 JZ0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0215'2 MI N FROM LIBERTY.
 JZ0215'0.2 MILE WEST ALONG FORNEY ROAD FROM THE TOWN HALL AT LIBERTY,
 JZ0215'THENCE ABOUT 1.85 MILES NORTH ALONG LIBERTY ROAD, AT THE JUNCTION
 JZ0215'OF U.S. HIGHWAY 35, 42.5 FEET SOUTH OF THE CENTER LINE OF THE
 JZ0215'HIGHWAY, 16 FEET EAST OF THE CENTER LINE OF LIBERTY ROAD, 2.8
 JZ0215'FEET SOUTH OF A ROAD IDENTIFICATION SIGN, 1.5 FEET WEST OF A
 JZ0215'WIRE FENCE, 7 FEET NORTH OF A TELEPHONE POLE, 1.3 FEET NORTH
 JZ0215'OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET
 JZ0215'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK
 JZ0215'MAY BE REACHED FROM THE POST OFFICE AT NEW LEBANON BY GOING
 JZ0215'ABOUT 3.05 MILES EAST ALONG U.S. HIGHWAY 35.
 JZ0215
 JZ0215                          STATION RECOVERY (1954)
 JZ0215
 JZ0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JZ0215'MARK NOT FOUND.
 JZ0215
 JZ0215                          STATION RECOVERY (2004)
 JZ0215
 JZ0215'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6795 ***********************************************************************
 AI6795  DESIGNATION -  26A
 AI6795  PID         -  AI6795
 AI6795  STATE/COUNTY-  OH/CLINTON
 AI6795  USGS QUAD   -  WILMINGTON (1979)
 AI6795
 AI6795                         *CURRENT SURVEY CONTROL
 AI6795  ___________________________________________________________________
 AI6795* NAD 83(1995)-  39 24 33.32408(N)    083 50 53.70782(W)     ADJUSTED  
 AI6795* NAVD 88     -       323.9    (meters)    1063.     (feet)  GPS OBS   
 AI6795  ___________________________________________________________________
 AI6795  X           -     528,826.977 (meters)                     COMP
 AI6795  Y           -  -4,906,415.972 (meters)                     COMP
 AI6795  Z           -   4,027,709.323 (meters)                     COMP
 AI6795  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 AI6795  ELLIP HEIGHT-         291.03  (meters)          (10/07/05) GPS OBS
 AI6795  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AI6795
 AI6795  HORZ ORDER  -  FIRST
 AI6795  ELLP ORDER  -  THIRD     CLASS II
 AI6795
 AI6795.The horizontal coordinates were established by GPS observations
 AI6795.and adjusted by the National Geodetic Survey in August 2000..
 AI6795
 AI6795.The orthometric height was determined by GPS observations and a
 AI6795.high-resolution geoid model.
 AI6795
 AI6795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6795
 AI6795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6795
 AI6795.The ellipsoidal height was determined by GPS observations
 AI6795.and is referenced to NAD 83.
 AI6795
 AI6795.The geoid height was determined by GEOID03.
 AI6795
 AI6795;                    North         East     Units Scale Factor Converg.
 AI6795;SPC OH S     -   157,313.005   483,893.315   MT  0.99993600   -0 51 19.8
 AI6795;UTM  17      - 4,366,065.238   254,772.159   MT  1.00034049   -1 48 32.9
 AI6795
 AI6795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6795!SPC OH S     -   0.99995434  x   0.99993600  =   0.99989035
 AI6795!UTM  17      -   0.99995434  x   1.00034049  =   1.00029482
 AI6795
 AI6795:                Primary Azimuth Mark                     Grid Az
 AI6795:SPC OH S     -  26                                       035 22 38.7
 AI6795:UTM  17      -  26                                       036 19 51.8
 AI6795
 AI6795|---------------------------------------------------------------------|
 AI6795| PID    Reference Object                     Distance      Geod. Az  |
 AI6795|                                                           dddmmss.s |
 AI6795| AI6765 26                                  433.579 METERS 0343118.9 |
 AI6795|---------------------------------------------------------------------|
 AI6795
 AI6795                          SUPERSEDED SURVEY CONTROL
 AI6795
 AI6795  ELLIP H (08/02/00)  291.04   (m)                       GP(       ) 3 2
 AI6795
 AI6795.Superseded values are not recommended for survey control.
 AI6795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6795.See file dsdata.txt to determine how the superseded data were derived.
 AI6795
 AI6795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5477266065(NAD 83)
 AI6795_MARKER: DD = SURVEY DISK
 AI6795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6795_STAMPING: GPS 26A 2000
 AI6795_MARK LOGO: OH-027
 AI6795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6795+STABILITY: SURFACE MOTION
 AI6795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6795+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6795
 AI6795  HISTORY     - Date     Condition        Report By
 AI6795  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6795
 AI6795                          STATION DESCRIPTION
 AI6795
 AI6795'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6795'THE STATION IS APPROXIMATELY 11.25 MI (18.10 KM) NORTHEAST OF
 AI6795'BLANCHESTER, 7.25 MI (11.67 KM) WEST-NORTHWEST OF CLARKSVILLE, AND 2.2
 AI6795'MI (3.5 KM) SOUTH OF THE CENTER OF WILMINGTON, THE STATION IS INSIDE
 AI6795'THE CITY OF WILMINGTON.  THE STATION IS ON THE WEST SIDE OF US 68 NEAR
 AI6795'THE EDGE OF A CULTIVATED FIELD.
 AI6795'TO REACH THE STATION FROM WILMINGTON, PROCEED SOUTH ALONG US 68 FROM
 AI6795'THE INTEERSECTION OF US 68 AND US 22 APPROXIMATELY 2.4 MI (3.9 KM) TO
 AI6795'THE STATION ON THE RIGHT.
 AI6795'THE STATION IS APPROXIMATELY 46.15 M (151.41 FT) NORTHEAST OF A POWER
 AI6795'POLE, 45.44 M (149.08 FT) SOUTH-SOUTHWEST OF THE MAILBOX FOR HOUSE
 AI6795'NUMBER 2873, 43.24 M (141.86 FT) SOUTH-SOUTHEAST OF ANOTHER POWER
 AI6795'POLE, AND 9.81 M (32.18 FT) WEST OF THE CENTERLINE OF US 68.  THE
 AI6795'STATION IS A STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND
 AI6795'CONCRETE MONUMENT AND STAMPED--GPS 26A 2000--RECESSED 0.2 FT (6.1 CM)
 AI6795'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2456 ***********************************************************************
 AB2456  DESIGNATION -  27
 AB2456  PID         -  AB2456
 AB2456  STATE/COUNTY-  OH/ATHENS
 AB2456  USGS QUAD   -  CHESTERHILL (1994)
 AB2456
 AB2456                         *CURRENT SURVEY CONTROL
 AB2456  ___________________________________________________________________
 AB2456* NAD 83(1995)-  39 25 22.33446(N)    081 51 24.80549(W)     ADJUSTED  
 AB2456* NAVD 88     -       298.7    (meters)     980.     (feet)  GPS OBS   
 AB2456  ___________________________________________________________________
 AB2456  X           -     698,860.932 (meters)                     COMP
 AB2456  Y           -  -4,884,106.371 (meters)                     COMP
 AB2456  Z           -   4,028,860.200 (meters)                     COMP
 AB2456  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 AB2456  ELLIP HEIGHT-         264.46  (meters)          (10/07/05) GPS OBS
 AB2456  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 AB2456
 AB2456  HORZ ORDER  -  FIRST
 AB2456  ELLP ORDER  -  FOURTH    CLASS I
 AB2456
 AB2456.The horizontal coordinates were established by GPS observations
 AB2456.and adjusted by the National Geodetic Survey in April 1998..
 AB2456
 AB2456.The orthometric height was determined by GPS observations and a
 AB2456.high-resolution geoid model.
 AB2456
 AB2456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2456
 AB2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2456
 AB2456.The ellipsoidal height was determined by GPS observations
 AB2456.and is referenced to NAD 83.
 AB2456
 AB2456.The geoid height was determined by GEOID03.
 AB2456
 AB2456;                    North         East     Units Scale Factor Converg.
 AB2456;SPC OH S     -   158,154.748   655,373.137   MT  0.99993613   +0 24 29.0
 AB2456;UTM  17      - 4,364,054.965   426,243.507   MT  0.99966698   -0 32 39.1
 AB2456
 AB2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2456!SPC OH S     -   0.99995851  x   0.99993613  =   0.99989464
 AB2456!UTM  17      -   0.99995851  x   0.99966698  =   0.99962550
 AB2456
 AB2456                          SUPERSEDED SURVEY CONTROL
 AB2456
 AB2456  ELLIP H (04/01/98)  264.47   (m)                       GP(       ) 4 1
 AB2456  NAD 83(1986)-  39 25 22.33438(N)    081 51 24.81358(W) AD(       ) 1
 AB2456
 AB2456.Superseded values are not recommended for survey control.
 AB2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2456.See file dsdata.txt to determine how the superseded data were derived.
 AB2456
 AB2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2624464055(NAD 83)
 AB2456_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2456_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2456_STAMPING: 27 1995
 AB2456_MARK LOGO: ATHCE 
 AB2456_PROJECTION: FLUSH
 AB2456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2456+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2456_ROD/PIPE-DEPTH: 1    meters
 AB2456
 AB2456  HISTORY     - Date     Condition        Report By
 AB2456  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2456
 AB2456                          STATION DESCRIPTION
 AB2456
 AB2456'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2456'IN ATHENS COUNTY, OHIO, BERN TOWNSHIP, STATION IS LOCATED IN THE EAST
 AB2456'R/W OF T-199, 0.6 MI.SOUTH OF S.R.  550.  SET NEAR A FIELD
 AB2456'APPROXIMATELY 95 FT.SOUTHEAST OF A SHACK IN THE WEST R/W AND 130 FT.
 AB2456'EAST OF A TELEPHONE POLE WHICH IS IN THE WEST R/W, SOUTH OF THE SHACK
 AB2456'AND NORTH OF A HOUSE.  STATION IS FLUSH WITH THE GROUND.  A STATION
 AB2456'SKETCH IS AVAILABLE THROUGH THE ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6766 ***********************************************************************
 AI6766  DESIGNATION -  27
 AI6766  PID         -  AI6766
 AI6766  STATE/COUNTY-  OH/CLINTON
 AI6766  USGS QUAD   -  WILMINGTON (1979)
 AI6766
 AI6766                         *CURRENT SURVEY CONTROL
 AI6766  ___________________________________________________________________
 AI6766* NAD 83(1995)-  39 22 46.79037(N)    083 45 55.07014(W)     ADJUSTED  
 AI6766* NAVD 88     -       331.4    (meters)    1087.     (feet)  GPS OBS   
 AI6766  ___________________________________________________________________
 AI6766  X           -     536,157.215 (meters)                     COMP
 AI6766  Y           -  -4,907,724.004 (meters)                     COMP
 AI6766  Z           -   4,025,175.104 (meters)                     COMP
 AI6766  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 AI6766  ELLIP HEIGHT-         298.74  (meters)          (10/07/05) GPS OBS
 AI6766  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 AI6766
 AI6766  HORZ ORDER  -  FIRST
 AI6766  ELLP ORDER  -  THIRD     CLASS II
 AI6766
 AI6766.The horizontal coordinates were established by GPS observations
 AI6766.and adjusted by the National Geodetic Survey in August 2000..
 AI6766
 AI6766.The orthometric height was determined by GPS observations and a
 AI6766.high-resolution geoid model.
 AI6766
 AI6766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6766
 AI6766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6766
 AI6766.The ellipsoidal height was determined by GPS observations
 AI6766.and is referenced to NAD 83.
 AI6766
 AI6766.The geoid height was determined by GEOID03.
 AI6766
 AI6766;                    North         East     Units Scale Factor Converg.
 AI6766;SPC OH S     -   153,924.684   490,990.581   MT  0.99993591   -0 48 10.3
 AI6766;UTM  17      - 4,362,557.994   261,814.786   MT  1.00029857   -1 45 19.0
 AI6766
 AI6766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6766!SPC OH S     -   0.99995313  x   0.99993591  =   0.99988905
 AI6766!UTM  17      -   0.99995313  x   1.00029857  =   1.00025169
 AI6766
 AI6766|---------------------------------------------------------------------|
 AI6766| PID    Reference Object                     Distance      Geod. Az  |
 AI6766|                                                           dddmmss.s |
 AI6766| AI6796 27A                                 326.522 METERS 04933     |
 AI6766|---------------------------------------------------------------------|
 AI6766
 AI6766                          SUPERSEDED SURVEY CONTROL
 AI6766
 AI6766  ELLIP H (08/02/00)  298.73   (m)                       GP(       ) 3 2
 AI6766
 AI6766.Superseded values are not recommended for survey control.
 AI6766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6766.See file dsdata.txt to determine how the superseded data were derived.
 AI6766
 AI6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6181562558(NAD 83)
 AI6766_MARKER: DD = SURVEY DISK
 AI6766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6766_STAMPING: GPS 27 2000
 AI6766_MARK LOGO: OH-027
 AI6766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6766+STABILITY: SURFACE MOTION
 AI6766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6766+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6766
 AI6766  HISTORY     - Date     Condition        Report By
 AI6766  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6766
 AI6766                          STATION DESCRIPTION
 AI6766
 AI6766'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6766'THE STATION IS APPROXIMATELY 5.5 MI (8.9 KM) SOUTHEAST OF WILMINGTON,
 AI6766'5.25 MI (8.45 KM) NORTHWEST OF NEW VIENNA, AND 4.5 MI (7.2 KM)
 AI6766'NORTHEAST OF MARTINSVILLE.  THE STATION IS 1.2 MI (1.9 KM) SOUTHWEST
 AI6766'OF THE INTERSECTION OF SR 73 AND MURPHY RD ON THE NORTH SIDE OF MURPHY
 AI6766'ROAD.
 AI6766'TO REACH THE STATION FROM THE INTERSECTION WHERE SR 73 BRANCHES TO THE
 AI6766'SOUTH OF US 22/SR 3/SR 73, EAST OF WILMINGTON, PROCEED SOUTH ALONG SR
 AI6766'73 FOR APPROXIMATELY 4.8 MI (7.7 KM) TO MURPHY RD ON THE RIGHT.  TURN
 AI6766'RIGHT AND PROCEED SOUTHWEST APPROXIMATELY 1.2 MI (1.9 KM) TO THE
 AI6766'STATION ON THE RIGHT.
 AI6766'THE STATION IS LOCATED APPROXIMATELY 11.27 M (36.97 FT) NORTH OF A
 AI6766'POWER POLE ON THE SOUTH SIDE OF MURPHY ROAD NEAR THE FENCE, 4.62 M
 AI6766'(15.16 FT) NORTHWEST OF THE CENTERLINE OF MURPHY ROAD, 1.72 M (5.64
 AI6766'FT) EAST OF A FENCE CORNER, AND 0.35 M (1.15 FT) SOUTHWEST OF A
 AI6766'WITNESS POST.  THE STATION IS A STANDARD CLINTON COUNTY SURVEY DISK
 AI6766'SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS 27 2000--RECESSED
 AI6766'0.2 FT (6.1 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3232 ***********************************************************************
 MB3232  DESIGNATION -  27 1 2 OM 1108
 MB3232  PID         -  MB3232
 MB3232  STATE/COUNTY-  OH/CUYAHOGA
 MB3232  USGS QUAD   -  EAST CLEVELAND (1994)
 MB3232
 MB3232                         *CURRENT SURVEY CONTROL
 MB3232  ___________________________________________________________________
 MB3232* NAD 83(1995)-  41 32 52.06694(N)    081 33 49.42505(W)     ADJUSTED  
 MB3232* NAVD 88     -       202.7    (meters)     665.     (feet)  VERTCON   
 MB3232  ___________________________________________________________________
 MB3232  X           -     701,356.051 (meters)                     COMP
 MB3232  Y           -  -4,728,857.401 (meters)                     COMP
 MB3232  Z           -   4,208,258.295 (meters)                     COMP
 MB3232  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 MB3232  ELLIP HEIGHT-         168.42  (meters)          (10/07/05) GPS OBS
 MB3232  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 MB3232
 MB3232  HORZ ORDER  -  SECOND
 MB3232  ELLP ORDER  -  FOURTH    CLASS I
 MB3232
 MB3232.The horizontal coordinates were established by GPS observations
 MB3232.and adjusted by the National Geodetic Survey in October 2005..
 MB3232
 MB3232.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3232
 MB3232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3232
 MB3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3232
 MB3232.The ellipsoidal height was determined by GPS observations
 MB3232.and is referenced to NAD 83.
 MB3232
 MB3232.The geoid height was determined by GEOID03.
 MB3232
 MB3232;                    North         East     Units Scale Factor Converg.
 MB3232;SPC OH N     -   209,315.131   678,114.004   MT  0.99997420   +0 36 54.3
 MB3232;UTM  17      - 4,599,723.964   452,984.119   MT  0.99962720   -0 22 26.0
 MB3232
 MB3232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3232!SPC OH N     -   0.99997358  x   0.99997420  =   0.99994778
 MB3232!UTM  17      -   0.99997358  x   0.99962720  =   0.99960079
 MB3232
 MB3232                          SUPERSEDED SURVEY CONTROL
 MB3232
 MB3232  NAD 83(1995)-  41 32 52.06694(N)    081 33 49.42505(W) AD(       ) 2
 MB3232  ELLIP H (04/01/98)  168.45   (m)                       GP(       ) 4 1
 MB3232  NAD 83(1995)-  41 32 52.07714(N)    081 33 49.42516(W) AD(       ) 2
 MB3232  NAD 83(1986)-  41 32 52.07793(N)    081 33 49.42689(W) AD(       ) 2
 MB3232  NGVD 29 (11/06/91)  202.9    (m)          666.     (f) GPS OBS        
 MB3232
 MB3232.Superseded values are not recommended for survey control.
 MB3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3232.See file dsdata.txt to determine how the superseded data were derived.
 MB3232
 MB3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5298499724(NAD 83)
 MB3232_MARKER: DD = SURVEY DISK
 MB3232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3232_SP_SET: CONCRETE POST
 MB3232_STAMPING: M 1108
 MB3232_MARK LOGO: CRGS  
 MB3232_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3232+STABILITY: SURFACE MOTION
 MB3232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3232+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3232
 MB3232  HISTORY     - Date     Condition        Report By
 MB3232  HISTORY     - UNK      MONUMENTED
 MB3232  HISTORY     - 19900326 GOOD             AEROS
 MB3232
 MB3232                          STATION DESCRIPTION
 MB3232
 MB3232'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3232'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF LAKE ERIE,
 MB3232'2.8 KM (1.75 MI) WEST OF EUCLID CREEK RESERVATION, IN THE CITY OF
 MB3232'CLEVELAND, AT THE INTERSECTION OF VICTORIA ROAD AND EUCLID AVE.
 MB3232'TO REACH FROM THE JUNCTION OF INTERSTATE 90 AND EUCLID AVE., GO
 MB3232'SOUTHWEST FOR 10.2 KM (6.35 MI) ON EUCLID AVE. TO VICTORIA ROAD AND
 MB3232'THE STATION.
 MB3232'STATION IS A SURVEY DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MB3232'RECESSED 9 CM BELOW THE SIDE WALK ENCASED IN A ROUND IRON MONUMENT
 MB3232'BOX.  LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION, IN THE
 MB3232'SIDEWALK, 12.19 M (40.0 FT) NORTH OF THE CENTERLINE OF EUCLID AVE.,
 MB3232'6.03 M (19.8 FT) WEST OF THE CENTERLINE OF VICTORIA ROAD, 2.99 M
 MB3232'(9.8 FT) NORTHEAST OF POLE.1727.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3233 ***********************************************************************
 MB3233  DESIGNATION -  27 HR OM 578
 MB3233  PID         -  MB3233
 MB3233  STATE/COUNTY-  OH/CUYAHOGA
 MB3233  USGS QUAD   -  EAST CLEVELAND (1994)
 MB3233
 MB3233                         *CURRENT SURVEY CONTROL
 MB3233  ___________________________________________________________________
 MB3233* NAD 83(1995)-  41 32 37.14501(N)    081 34 04.72290(W)     ADJUSTED  
 MB3233* NAVD 88     -       208.8    (meters)     685.     (feet)  VERTCON   
 MB3233  ___________________________________________________________________
 MB3233  X           -     701,050.773 (meters)                     COMP
 MB3233  Y           -  -4,729,215.969 (meters)                     COMP
 MB3233  Z           -   4,207,917.805 (meters)                     COMP
 MB3233  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 MB3233  ELLIP HEIGHT-         174.55  (meters)          (10/07/05) GPS OBS
 MB3233  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 MB3233
 MB3233  HORZ ORDER  -  FIRST
 MB3233  ELLP ORDER  -  FOURTH    CLASS I
 MB3233
 MB3233.The horizontal coordinates were established by GPS observations
 MB3233.and adjusted by the National Geodetic Survey in October 2005..
 MB3233
 MB3233.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3233
 MB3233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3233
 MB3233.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3233
 MB3233.The ellipsoidal height was determined by GPS observations
 MB3233.and is referenced to NAD 83.
 MB3233
 MB3233.The geoid height was determined by GEOID03.
 MB3233
 MB3233;                    North         East     Units Scale Factor Converg.
 MB3233;SPC OH N     -   208,851.012   677,764.405   MT  0.99997359   +0 36 44.3
 MB3233;UTM  17      - 4,599,266.107   452,626.685   MT  0.99962762   -0 22 36.1
 MB3233
 MB3233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3233!SPC OH N     -   0.99997262  x   0.99997359  =   0.99994621
 MB3233!UTM  17      -   0.99997262  x   0.99962762  =   0.99960025
 MB3233
 MB3233                          SUPERSEDED SURVEY CONTROL
 MB3233
 MB3233  NAD 83(1995)-  41 32 37.14393(N)    081 34 04.72695(W) AD(       ) 1
 MB3233  ELLIP H (04/01/98)  174.61   (m)                       GP(       ) 4 1
 MB3233  NAD 83(1995)-  41 32 37.15093(N)    081 34 04.72679(W) AD(       ) 1
 MB3233  NAD 83(1986)-  41 32 37.15484(N)    081 34 04.72690(W) AD(       ) 1
 MB3233  NGVD 29 (11/06/91)  209.1    (m)          686.     (f) GPS OBS        
 MB3233
 MB3233.Superseded values are not recommended for survey control.
 MB3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3233.See file dsdata.txt to determine how the superseded data were derived.
 MB3233
 MB3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5262799266(NAD 83)
 MB3233_MARKER: DD = SURVEY DISK
 MB3233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3233_SP_SET: CONCRETE POST
 MB3233_STAMPING: OM 578
 MB3233_MARK LOGO: CRGS  
 MB3233_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3233+STABILITY: SURFACE MOTION
 MB3233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3233+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1990
 MB3233
 MB3233  HISTORY     - Date     Condition        Report By
 MB3233  HISTORY     - UNK      MONUMENTED
 MB3233  HISTORY     - 19900401 GOOD             AEROS
 MB3233  HISTORY     - 20040524 MARK NOT FOUND   USPSQD
 MB3233
 MB3233                          STATION DESCRIPTION
 MB3233
 MB3233'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3233'STATION IS LOCATED IN EAST CLEVELAND, AT THE INTERSECTION OF NOBLE
 MB3233'ROAD AND EUCLID AVE.
 MB3233'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 20/GREEN ROAD AND
 MB3233'EUCLID AVE., GO SOUTHWEST FOR 2.1 KM (1.30 MI) ON EUCLID AVE. TO ITS
 MB3233'INTERSECTION WITH NOBLE ROAD AND THE STATION.
 MB3233'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13 CM DIAMETER CONCRETE
 MB3233'MONUMENT RECESSED 9.5 CM BELOW THE SIDEWALK ENCASED IN A ROUND IRON
 MB3233'MONUMENT BOX.  LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION,
 MB3233'12.80 M (42.0 FT) SOUTH OF THE CENTERLINE OF EUCLID AVE, 7.77 M
 MB3233'(25.5 FT) EAST OF THE CENTERLINE OF NOBLE ROAD/NORTH BOUND LANE, 1.43
 MB3233'M (4.7 FT) SOUTHWEST OF A WATER VALVE.
 MB3233
 MB3233                          STATION RECOVERY (2004)
 MB3233
 MB3233'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 MB3233'MARK NOT FOUND. NEW SIDEWALK IN THE AREA. USPSQD JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0528 ***********************************************************************
 JZ0528  DESIGNATION -  272
 JZ0528  PID         -  JZ0528
 JZ0528  STATE/COUNTY-  OH/HAMILTON
 JZ0528  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0528
 JZ0528                         *CURRENT SURVEY CONTROL
 JZ0528  ___________________________________________________________________
 JZ0528* NAD 83(1986)-  39 11 30.     (N)    084 24 21.     (W)     SCALED    
 JZ0528* NAVD 88     -       254.239  (meters)     834.12   (feet)  ADJUSTED  
 JZ0528  ___________________________________________________________________
 JZ0528  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0528  DYNAMIC HT  -         254.079 (meters)     833.59  (feet)  COMP
 JZ0528  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JZ0528
 JZ0528  VERT ORDER  -  FIRST     CLASS II
 JZ0528
 JZ0528.The horizontal coordinates were scaled from a topographic map and have
 JZ0528.an estimated accuracy of +/- 6 seconds.
 JZ0528
 JZ0528.The orthometric height was determined by differential leveling
 JZ0528.and adjusted by the National Geodetic Survey in June 1991..
 JZ0528
 JZ0528.The geoid height was determined by GEOID03.
 JZ0528
 JZ0528.The dynamic height is computed by dividing the NAVD 88
 JZ0528.geopotential number by the normal gravity value computed on the
 JZ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0528.degrees latitude (g = 980.6199 gals.).
 JZ0528
 JZ0528.The modeled gravity was interpolated from observed gravity values.
 JZ0528
 JZ0528;                    North         East    Units  Estimated Accuracy
 JZ0528;SPC OH S     -   134,030.      435,370.      MT  (+/- 180 meters Scaled)
 JZ0528
 JZ0528                          SUPERSEDED SURVEY CONTROL
 JZ0528
 JZ0528  NGVD 29 (06/03/91)  254.414  (m)          834.69   (f) ADJUSTED    1 2
 JZ0528
 JZ0528.Superseded values are not recommended for survey control.
 JZ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0528.See file dsdata.txt to determine how the superseded data were derived.
 JZ0528
 JZ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ240412(NAD 83)
 JZ0528_MARKER: DB = BENCH MARK DISK
 JZ0528_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0528_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0528_STAMPING: 272
 JZ0528_MARK LOGO: OH1610
 JZ0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0528
 JZ0528  HISTORY     - Date     Condition        Report By
 JZ0528  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0528  HISTORY     - 1947     GOOD             NGS
 JZ0528  HISTORY     - 19900420 GOOD             WOOLPT
 JZ0528
 JZ0528                          STATION DESCRIPTION
 JZ0528
 JZ0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0528'AT SILVERTON.
 JZ0528'MONTGOMERY ROAD AND PARK AVENUE.  NORTHWEST CORNER.  DISK ON
 JZ0528'MONUMENT BETWEEN CURB AND WALK ON THE WEST SIDE OF PARK AVENUE,
 JZ0528'29.7 FEET NORTH OF THE CURB LINE OF MONTGOMERY ROAD AND 2.1 FEET
 JZ0528'OF THE WEST EDGE OF PAVEMENT OF PARK AVENUE.
 JZ0528
 JZ0528                          STATION RECOVERY (1990)
 JZ0528
 JZ0528'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1257 ***********************************************************************
 MB1257  DESIGNATION -  274
 MB1257  PID         -  MB1257
 MB1257  STATE/COUNTY-  OH/CUYAHOGA
 MB1257  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1257
 MB1257                         *CURRENT SURVEY CONTROL
 MB1257  ___________________________________________________________________
 MB1257* NAD 83(1986)-  41 26 11.     (N)    081 36 37.     (W)     SCALED    
 MB1257* NAVD 88     -       245.236  (meters)     804.58   (feet)  ADJUSTED  
 MB1257  ___________________________________________________________________
 MB1257  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 MB1257  DYNAMIC HT  -         245.136 (meters)     804.25  (feet)  COMP
 MB1257  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 MB1257
 MB1257  VERT ORDER  -  FIRST     CLASS II
 MB1257
 MB1257.The horizontal coordinates were scaled from a topographic map and have
 MB1257.an estimated accuracy of +/- 6 seconds.
 MB1257
 MB1257.The orthometric height was determined by differential leveling
 MB1257.and adjusted by the National Geodetic Survey in June 1991..
 MB1257
 MB1257.The geoid height was determined by GEOID03.
 MB1257
 MB1257.The dynamic height is computed by dividing the NAVD 88
 MB1257.geopotential number by the normal gravity value computed on the
 MB1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1257.degrees latitude (g = 980.6199 gals.).
 MB1257
 MB1257.The modeled gravity was interpolated from observed gravity values.
 MB1257
 MB1257;                    North         East    Units  Estimated Accuracy
 MB1257;SPC OH N     -   196,900.      674,360.      MT  (+/- 180 meters Scaled)
 MB1257
 MB1257                          SUPERSEDED SURVEY CONTROL
 MB1257
 MB1257  NGVD 29 (??/??/92)  245.431  (m)          805.22   (f) ADJ UNCH    1 2
 MB1257
 MB1257.Superseded values are not recommended for survey control.
 MB1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1257.See file dsdata.txt to determine how the superseded data were derived.
 MB1257
 MB1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF490873(NAD 83)
 MB1257_MARKER: DD = SURVEY DISK
 MB1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1257_STAMPING: 274
 MB1257_MARK LOGO: CRGS  
 MB1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1257+STABILITY: SURFACE MOTION
 MB1257
 MB1257  HISTORY     - Date     Condition        Report By
 MB1257  HISTORY     - UNK      MONUMENTED       CRGS
 MB1257  HISTORY     - 1938     GOOD             NGS
 MB1257  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1257  HISTORY     - 19880819 MARK NOT FOUND   USPSQD
 MB1257
 MB1257                          STATION DESCRIPTION
 MB1257
 MB1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MB1257'IN GARFIELD HGTS.
 MB1257'AT GARFIELD HEIGHTS, CUYAHOGA COUNTY, AT THE INTERSECTION OF
 MB1257'BROADWAY AND SLADDEN AVENUE, 38 FEET SOUTHEAST OF THE CENTER OF A
 MB1257'FIRE HYDRANT AT THE NORTHWEST SIDE OF SLADDEN AVENUE, 5.3 FEET
 MB1257'SOUTHWEST OF THE FACE OF THE SOUTHWEST CURB OF BROADWAY, 7 FEET
 MB1257'SOUTHEAST OF THE LINE OF THE SOUTHEAST CURB OF SLADDEN AVENUE,
 MB1257'AND IN THE SIDEWALK.  A CLEVELAND REGIONAL GEODETIC SURVEY
 MB1257'STANDARD DISK, STAMPED 274 AND SET UNDERGROUND IN THE TOP OF A
 MB1257'CONCRETE POST, PROTECTED BY A CAST-IRON BOX WITH A LID.
 MB1257
 MB1257                          STATION RECOVERY (1983)
 MB1257
 MB1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1257'NOT RECOVERED, A NEW SIDEWALK HAS BEEN CONSTRUCTED OVER THE MARK
 MB1257'LOCATION, CONSIDER DESTROYED.
 MB1257
 MB1257                          STATION RECOVERY (1988)
 MB1257
 MB1257'RECOVERY NOTE BY US POWER SQUADRON 1988 (GHB)
 MB1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1258 ***********************************************************************
 MB1258  DESIGNATION -  275
 MB1258  PID         -  MB1258
 MB1258  STATE/COUNTY-  OH/CUYAHOGA
 MB1258  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1258
 MB1258                         *CURRENT SURVEY CONTROL
 MB1258  ___________________________________________________________________
 MB1258* NAD 83(1986)-  41 26 04.     (N)    081 36 26.     (W)     SCALED    
 MB1258* NAVD 88     -       245.008  (meters)     803.83   (feet)  ADJUSTED  
 MB1258  ___________________________________________________________________
 MB1258  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 MB1258  DYNAMIC HT  -         244.907 (meters)     803.50  (feet)  COMP
 MB1258  MODELED GRAV-     980,208.0   (mgal)                       NAVD 88
 MB1258
 MB1258  VERT ORDER  -  FIRST     CLASS II
 MB1258
 MB1258.The horizontal coordinates were scaled from a topographic map and have
 MB1258.an estimated accuracy of +/- 6 seconds.
 MB1258
 MB1258.The orthometric height was determined by differential leveling
 MB1258.and adjusted by the National Geodetic Survey in June 1991..
 MB1258
 MB1258.The geoid height was determined by GEOID03.
 MB1258
 MB1258.The dynamic height is computed by dividing the NAVD 88
 MB1258.geopotential number by the normal gravity value computed on the
 MB1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1258.degrees latitude (g = 980.6199 gals.).
 MB1258
 MB1258.The modeled gravity was interpolated from observed gravity values.
 MB1258
 MB1258;                    North         East    Units  Estimated Accuracy
 MB1258;SPC OH N     -   196,690.      674,610.      MT  (+/- 180 meters Scaled)
 MB1258
 MB1258                          SUPERSEDED SURVEY CONTROL
 MB1258
 MB1258  NGVD 29 (06/03/92)  245.232  (m)          804.57   (f) ADJUSTED    1 2
 MB1258
 MB1258.Superseded values are not recommended for survey control.
 MB1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1258.See file dsdata.txt to determine how the superseded data were derived.
 MB1258
 MB1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF492871(NAD 83)
 MB1258_MARKER: DD = SURVEY DISK
 MB1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1258_STAMPING: 275
 MB1258_MARK LOGO: CRGS  
 MB1258_PROJECTION: RECESSED 5 CENTIMETERS
 MB1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1258+STABILITY: SURFACE MOTION
 MB1258
 MB1258  HISTORY     - Date     Condition        Report By
 MB1258  HISTORY     - UNK      MONUMENTED       CRGS
 MB1258  HISTORY     - 1938     GOOD             NGS
 MB1258  HISTORY     - 1983     GOOD             NGS
 MB1258
 MB1258                          STATION DESCRIPTION
 MB1258
 MB1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MB1258'IN GARFIELD HEIGHTS.
 MB1258'AT GARFIELD HEIGHTS, CUYAHOGA COUNTY, AT THE WEST CORNER OF THE
 MB1258'INTERSECTION OF BROADWAY AND THE NORTHERNMOST DRIVE INTO GARFIELD
 MB1258'PARK, ABOUT 132 FEET SOUTHEAST OF THE CENTER OF A FIRE HYDRANT
 MB1258'ON THE SOUTHWEST SIDE OF BROADWAY, 56 FEET NORTHEAST OF A 12-INCH
 MB1258'OAK TREE, 3.4 FEET SOUTHWEST OF THE SOUTHWEST CURB OF BROADWAY,
 MB1258'AND ABOUT 1/2 FOOT LOWER THAN THE TOP OF THE CURB.  A CLEVELAND
 MB1258'REGIONAL GEODETIC SURVEY STANDARD DISK, STAMPED 275 AND SET
 MB1258'UNDERGROUND IN THE TOP OF A CONCRETE POST PROTECTED BY A CAST-IRON
 MB1258'BOX WITH A LID.
 MB1258
 MB1258                          STATION RECOVERY (1983)
 MB1258
 MB1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1258'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN GARFIELD
 MB1258'HEIGHTS, 30.48 METERS (100.0 FT) NORTHEAST OF THE JUNCTION OF THE WEST
 MB1258'ENTRANCE TO GARFIELD HEIGHTS PARK AND STATE HIGHWAY 14 (BROADWAY
 MB1258'AVENUE) AND ACROSS THE HIGHWAY FROM THE GREAT LAKES FENCE COMPANY
 MB1258'BUILDING, IN THE TOP OF A CONCRETE POST AND PROTECTED BY A 9-INCH CAST
 MB1258'IRON BOX WITH A COVER, 0.93 METER (3.0 FT) SOUTHWEST OF THE SOUTHWEST
 MB1258'CURB OF THE HIGHWAY, 17.90 METERS (58.7 FT) NORTHWEST OF A TRAFFIC
 MB1258'SIGNAL CONTROL BOX ON A POLE WITH TWO GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1801 ***********************************************************************
 MB1801  DESIGNATION -  276
 MB1801  PID         -  MB1801
 MB1801  STATE/COUNTY-  OH/CUYAHOGA
 MB1801  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1801
 MB1801                         *CURRENT SURVEY CONTROL
 MB1801  ___________________________________________________________________
 MB1801* NAD 83(1986)-  41 25 33.     (N)    081 35 05.     (W)     SCALED    
 MB1801* NAVD 88     -       256.692  (meters)     842.16   (feet)  ADJUSTED  
 MB1801  ___________________________________________________________________
 MB1801  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 MB1801  DYNAMIC HT  -         256.587 (meters)     841.82  (feet)  COMP
 MB1801  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 MB1801
 MB1801  VERT ORDER  -  FIRST     CLASS II
 MB1801
 MB1801.The horizontal coordinates were scaled from a topographic map and have
 MB1801.an estimated accuracy of +/- 6 seconds.
 MB1801
 MB1801.The orthometric height was determined by differential leveling
 MB1801.and adjusted by the National Geodetic Survey in June 1991..
 MB1801
 MB1801.The geoid height was determined by GEOID03.
 MB1801
 MB1801.The dynamic height is computed by dividing the NAVD 88
 MB1801.geopotential number by the normal gravity value computed on the
 MB1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1801.degrees latitude (g = 980.6199 gals.).
 MB1801
 MB1801.The modeled gravity was interpolated from observed gravity values.
 MB1801
 MB1801;                    North         East    Units  Estimated Accuracy
 MB1801;SPC OH N     -   195,750.      676,510.      MT  (+/- 180 meters Scaled)
 MB1801
 MB1801                          SUPERSEDED SURVEY CONTROL
 MB1801
 MB1801  NGVD 29 (06/03/92)  256.915  (m)          842.90   (f) ADJUSTED    1 2
 MB1801
 MB1801.Superseded values are not recommended for survey control.
 MB1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1801.See file dsdata.txt to determine how the superseded data were derived.
 MB1801
 MB1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF511861(NAD 83)
 MB1801_MARKER: DD = SURVEY DISK
 MB1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1801_SP_SET: CONCRETE POST
 MB1801_STAMPING: 276
 MB1801_MARK LOGO: CRGS  
 MB1801_PROJECTION: RECESSED 5 CENTIMETERS
 MB1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1801+STABILITY: SURFACE MOTION
 MB1801
 MB1801  HISTORY     - Date     Condition        Report By
 MB1801  HISTORY     - UNK      MONUMENTED       CRGS
 MB1801  HISTORY     - 1983     GOOD             NGS
 MB1801  HISTORY     - 20050423 GOOD             USPSQD
 MB1801
 MB1801                          STATION DESCRIPTION
 MB1801
 MB1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1801'IN GARFIELD HEIGHTS.
 MB1801'IN GARFIELD HEIGHTS, ALONG STATE HIGHWAY 14 (BROADWAY AVENUE), IN THE
 MB1801'SOUTH SIDEWALK AND NEAR THE NORTHEAST CORNER OF A BRICK BUILDING FOR
 MB1801'ROYAL CHEF, INC., AT 13900 BROADWAY AVENUE, IN THE TOP OF A CONCRETE
 MB1801'POST AND PROTECTED BY A 9-INCH CAST IRON BOX WITH A COVER, 9.20 METERS
 MB1801'(30.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24.38 METERS
 MB1801'(80.0 FT) EAST OF THE NORTHEAST CORNER OF THE BUILDING, 19.20 METERS
 MB1801'(63.0 FT) WEST OF UTILITY POLE 810735 WITH A STREET LAMP AND TWO
 MB1801'TRANSFORMERS.
 MB1801
 MB1801                          STATION RECOVERY (2005)
 MB1801
 MB1801'RECOVERY NOTE BY US POWER SQUADRON 2005
 MB1801'BOX COVER IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1260 ***********************************************************************
 MB1260  DESIGNATION -  277
 MB1260  PID         -  MB1260
 MB1260  STATE/COUNTY-  OH/CUYAHOGA
 MB1260  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1260
 MB1260                         *CURRENT SURVEY CONTROL
 MB1260  ___________________________________________________________________
 MB1260* NAD 83(1986)-  41 25 28.     (N)    081 34 57.     (W)     SCALED    
 MB1260* NAVD 88     -       258.590  (meters)     848.39   (feet)  ADJUSTED  
 MB1260  ___________________________________________________________________
 MB1260  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 MB1260  DYNAMIC HT  -         258.483 (meters)     848.04  (feet)  COMP
 MB1260  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 MB1260
 MB1260  VERT ORDER  -  FIRST     CLASS II
 MB1260
 MB1260.The horizontal coordinates were scaled from a topographic map and have
 MB1260.an estimated accuracy of +/- 6 seconds.
 MB1260
 MB1260.The orthometric height was determined by differential leveling
 MB1260.and adjusted by the National Geodetic Survey in June 1991..
 MB1260.WARNING-Repeat measurements at this control monument indicate possible
 MB1260.vertical movement.
 MB1260
 MB1260.The geoid height was determined by GEOID03.
 MB1260
 MB1260.The dynamic height is computed by dividing the NAVD 88
 MB1260.geopotential number by the normal gravity value computed on the
 MB1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1260.degrees latitude (g = 980.6199 gals.).
 MB1260
 MB1260.The modeled gravity was interpolated from observed gravity values.
 MB1260
 MB1260;                    North         East    Units  Estimated Accuracy
 MB1260;SPC OH N     -   195,600.      676,690.      MT  (+/- 180 meters Scaled)
 MB1260
 MB1260                          SUPERSEDED SURVEY CONTROL
 MB1260
 MB1260  NGVD 29 (06/03/92)  258.812  (m)          849.12   (f) ADJUSTED    1 2
 MB1260
 MB1260.Superseded values are not recommended for survey control.
 MB1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1260.See file dsdata.txt to determine how the superseded data were derived.
 MB1260
 MB1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF513860(NAD 83)
 MB1260_MARKER: DD = SURVEY DISK
 MB1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1260_STAMPING: 277
 MB1260_MARK LOGO: CRGS  
 MB1260_PROJECTION: PROJECTING 5 CENTIMETERS
 MB1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1260+STABILITY: SURFACE MOTION
 MB1260
 MB1260  HISTORY     - Date     Condition        Report By
 MB1260  HISTORY     - UNK      MONUMENTED       CRGS
 MB1260  HISTORY     - 1938     GOOD             NGS
 MB1260  HISTORY     - 1983     GOOD             NGS
 MB1260  HISTORY     - 19880819 MARK NOT FOUND   USPSQD
 MB1260  HISTORY     - 20050423 MARK NOT FOUND   USPSQD
 MB1260
 MB1260                          STATION DESCRIPTION
 MB1260
 MB1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MB1260'AT GARFIELD HEIGHTS.
 MB1260'AT GARFIELD HEIGHTS, CUYAHOGA COUNTY, AT THE WEST CORNER OF THE
 MB1260'INTERSECTION OF BROADWAY AND MC CRACKEN ROAD, 34 FEET NORTH OF
 MB1260'THE CENTERLINE OF MC CRACKEN ROAD, 20.7 FEET NORTHEAST OF OBT
 MB1260'POLE 32973, 5.8 FEET SOUTH OF CEI POLE 800390, 5.6 FEET SOUTHWEST
 MB1260'OF THE FACE OF THE SOUTHWEST CURB, AND IN THE SIDEWALK.  A
 MB1260'CLEVELAND REGIONAL GEODETIC SURVEY STANDARD DISK, STAMPED 277 AND
 MB1260'SET UNDERGROUND IN THE TOP OF A CONCRETE POST, PROTECTED BY A
 MB1260'CAST-IRON BOX WITH A LID.
 MB1260
 MB1260                          STATION RECOVERY (1983)
 MB1260
 MB1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1260'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN GARFIELD
 MB1260'HEIGHTS, AT THE SOUTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY
 MB1260'14 (BROADWAY AVENUE) AND MCCRACKEN ROAD AND EAST OF A SOHIO SERVICE
 MB1260'STATION, IN THE TOP OF A CONCRETE POST, 9.14 METERS (30.0 FT) SOUTH OF
 MB1260'THE CENTERLINE OF THE HIGHWAY, 17.07 METERS (56.0 FT) WEST OF THE
 MB1260'CENTERLINE OF MCCRACKEN ROAD, 5.52 METERS (18.1 FT) SOUTHEAST OF A
 MB1260'UTILITY POLE WITH A STREET LAMP, AND ALONG THE SOUTH CURB LINE OF
 MB1260'BROADWAY AVENUE.  NOTE--MARK SHOULD BE USED WITH CAUTION, ALTHOUGH
 MB1260'SOLID IN PLACE, IT NOW PROJECTS ABOVE THE 9-INCH CAST IRON BOX AND
 MB1260'HEAVY TRUCKS TURNING ONTO MCCRACKEN ROAD RUN OVER THE MARK.
 MB1260
 MB1260                          STATION RECOVERY (1988)
 MB1260
 MB1260'RECOVERY NOTE BY US POWER SQUADRON 1988 (GHB)
 MB1260'MARK NOT FOUND.
 MB1260
 MB1260                          STATION RECOVERY (2005)
 MB1260
 MB1260'RECOVERY NOTE BY US POWER SQUADRON 2005
 MB1260'ROAD IS UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1263 ***********************************************************************
 MB1263  DESIGNATION -  278
 MB1263  PID         -  MB1263
 MB1263  STATE/COUNTY-  OH/CUYAHOGA
 MB1263  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1263
 MB1263                         *CURRENT SURVEY CONTROL
 MB1263  ___________________________________________________________________
 MB1263* NAD 83(1986)-  41 24 15.     (N)    081 33 17.     (W)     SCALED    
 MB1263* NAVD 88     -       282.148  (meters)     925.68   (feet)  ADJUSTED  
 MB1263  ___________________________________________________________________
 MB1263  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MB1263  DYNAMIC HT  -         282.031 (meters)     925.30  (feet)  COMP
 MB1263  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 MB1263
 MB1263  VERT ORDER  -  FIRST     CLASS II
 MB1263
 MB1263.The horizontal coordinates were scaled from a topographic map and have
 MB1263.an estimated accuracy of +/- 6 seconds.
 MB1263
 MB1263.The orthometric height was determined by differential leveling
 MB1263.and adjusted by the National Geodetic Survey in June 1991..
 MB1263
 MB1263.The geoid height was determined by GEOID03.
 MB1263
 MB1263.The dynamic height is computed by dividing the NAVD 88
 MB1263.geopotential number by the normal gravity value computed on the
 MB1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1263.degrees latitude (g = 980.6199 gals.).
 MB1263
 MB1263.The modeled gravity was interpolated from observed gravity values.
 MB1263
 MB1263;                    North         East    Units  Estimated Accuracy
 MB1263;SPC OH N     -   193,370.      679,040.      MT  (+/- 180 meters Scaled)
 MB1263
 MB1263                          SUPERSEDED SURVEY CONTROL
 MB1263
 MB1263  NGVD 29 (??/??/92)  282.331  (m)          926.28   (f) ADJ UNCH    1 2
 MB1263
 MB1263.Superseded values are not recommended for survey control.
 MB1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1263.See file dsdata.txt to determine how the superseded data were derived.
 MB1263
 MB1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF536837(NAD 83)
 MB1263_MARKER: DD = SURVEY DISK
 MB1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1263_STAMPING: 278
 MB1263_MARK LOGO: CRGS  
 MB1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1263+STABILITY: SURFACE MOTION
 MB1263
 MB1263  HISTORY     - Date     Condition        Report By
 MB1263  HISTORY     - UNK      MONUMENTED       CRGS
 MB1263  HISTORY     - 1938     GOOD             NGS
 MB1263  HISTORY     - 1968     MARK NOT FOUND   USPSQD
 MB1263  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1263  HISTORY     - 19880820 MARK NOT FOUND   USPSQD
 MB1263
 MB1263                          STATION DESCRIPTION
 MB1263
 MB1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MB1263'AT BEDFORD.
 MB1263'AT BEDFORD, CUYAHOGA COUNTY, AT THE INTERSECTION OF BROADWAY AND
 MB1263'SECTOR DRIVE, ABOUT 30 FEET SOUTHWEST OF THE CENTERLINE OF
 MB1263'BROADWAY, ABOUT 22 FEET NORTHWEST OF THE CENTERLINE OF SECTOR
 MB1263'DRIVE, ABOUT 55 FEET SOUTHEAST OF THE CENTERLINE OF GREENCROFT
 MB1263'AVENUE, 21 FEET EAST OF THE EAST CORNER OF A STORE BUILDING, 4.1
 MB1263'FEET NORTHWEST OF POLE 114955, 5.7 FEET SOUTHWEST OF THE SOUTHWEST
 MB1263'FACE OF THE BROADWAY CURB, AND IN THE SIDEWALK.  A CLEVELAND
 MB1263'REGIONAL GEODETIC SURVEY STANDARD DISK, STAMPED 278 AND SET
 MB1263'UNDERGROUND IN THE TOP OF A CONCRETE POST, PROTECTED BY A
 MB1263'CAST-IRON BOX WITH A LID.
 MB1263
 MB1263                          STATION RECOVERY (1968)
 MB1263
 MB1263'RECOVERY NOTE BY US POWER SQUADRON 1968 (GHB)
 MB1263'MARK NOT FOUND.
 MB1263
 MB1263                          STATION RECOVERY (1983)
 MB1263
 MB1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1263'CONSIDER DESTROYED, A NEW SIDEWALK HAS BEEN CONSTRUCTED AND THE MARK
 MB1263'HAS BEEN REMOVED OR PAVED OVER.
 MB1263
 MB1263                          STATION RECOVERY (1988)
 MB1263
 MB1263'RECOVERY NOTE BY US POWER SQUADRON 1988 (GHB)
 MB1263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1264 ***********************************************************************
 MB1264  DESIGNATION -  279
 MB1264  PID         -  MB1264
 MB1264  STATE/COUNTY-  OH/CUYAHOGA
 MB1264  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1264
 MB1264                         *CURRENT SURVEY CONTROL
 MB1264  ___________________________________________________________________
 MB1264* NAD 83(1986)-  41 24 10.     (N)    081 33 09.     (W)     SCALED    
 MB1264* NAVD 88     -       280.482  (meters)     920.21   (feet)  ADJUSTED  
 MB1264  ___________________________________________________________________
 MB1264  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MB1264  DYNAMIC HT  -         280.365 (meters)     919.83  (feet)  COMP
 MB1264  MODELED GRAV-     980,199.7   (mgal)                       NAVD 88
 MB1264
 MB1264  VERT ORDER  -  FIRST     CLASS II
 MB1264
 MB1264.The horizontal coordinates were scaled from a topographic map and have
 MB1264.an estimated accuracy of +/- 6 seconds.
 MB1264
 MB1264.The orthometric height was determined by differential leveling
 MB1264.and adjusted by the National Geodetic Survey in June 1991..
 MB1264
 MB1264.The geoid height was determined by GEOID03.
 MB1264
 MB1264.The dynamic height is computed by dividing the NAVD 88
 MB1264.geopotential number by the normal gravity value computed on the
 MB1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1264.degrees latitude (g = 980.6199 gals.).
 MB1264
 MB1264.The modeled gravity was interpolated from observed gravity values.
 MB1264
 MB1264;                    North         East    Units  Estimated Accuracy
 MB1264;SPC OH N     -   193,220.      679,230.      MT  (+/- 180 meters Scaled)
 MB1264
 MB1264                          SUPERSEDED SURVEY CONTROL
 MB1264
 MB1264  NGVD 29 (??/??/92)  280.666  (m)          920.82   (f) ADJ UNCH    1 2
 MB1264
 MB1264.Superseded values are not recommended for survey control.
 MB1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1264.See file dsdata.txt to determine how the superseded data were derived.
 MB1264
 MB1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF538836(NAD 83)
 MB1264_MARKER: DD = SURVEY DISK
 MB1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1264_STAMPING: 279
 MB1264_MARK LOGO: CRGS  
 MB1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1264+STABILITY: SURFACE MOTION
 MB1264
 MB1264  HISTORY     - Date     Condition        Report By
 MB1264  HISTORY     - UNK      MONUMENTED       CRGS
 MB1264  HISTORY     - 1938     GOOD             NGS
 MB1264  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1264  HISTORY     - 19880820 MARK NOT FOUND   USPSQD
 MB1264
 MB1264                          STATION DESCRIPTION
 MB1264
 MB1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MB1264'AT BEDFORD.
 MB1264'AT BEDFORD, CUYAHOGA COUNTY, AT THE INTERSECTION OF BROADWAY
 MB1264'AND ROCKSIDE ROAD, ABOUT 30 FEET SOUTHWEST OF THE CENTERLINE OF
 MB1264'BROADWAY, 31.4 FEET EAST OF A 12-INCH BUCKEYE TREE, 32.2 FEET
 MB1264'NORTHWEST OF POLE 114963, 4.8 FEET SOUTH OF THE SOUTH CURB OF
 MB1264'ROCKSIDE ROAD, AND IN THE SIDEWALK.  A CLEVELAND REGIONAL
 MB1264'GEODETIC SURVEY STANDARD DISK, STAMPED 279 AND SET UNDERGROUND
 MB1264'IN THE TOP OF A CONCRETE POST, PROTECTED BY A CAST-IRON BOX WITH
 MB1264'A LID.
 MB1264
 MB1264                          STATION RECOVERY (1983)
 MB1264
 MB1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1264'NOT RECOVERED, CONSIDER DESTROYED SINCE THERE IS NEW CONSTRUCTION AT
 MB1264'THE MARK LOCATION.
 MB1264
 MB1264                          STATION RECOVERY (1988)
 MB1264
 MB1264'RECOVERY NOTE BY US POWER SQUADRON 1988 (GHB)
 MB1264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0214 ***********************************************************************
 JZ0214  DESIGNATION -  279
 JZ0214  PID         -  JZ0214
 JZ0214  STATE/COUNTY-  OH/MONTGOMERY
 JZ0214  USGS QUAD   -  MIAMISBURG (1987)
 JZ0214
 JZ0214                         *CURRENT SURVEY CONTROL
 JZ0214  ___________________________________________________________________
 JZ0214* NAD 83(1986)-  39 43 53.     (N)    084 19 43.     (W)     SCALED    
 JZ0214* NAVD 88     -       260.473  (meters)     854.57   (feet)  ADJUSTED  
 JZ0214  ___________________________________________________________________
 JZ0214  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JZ0214  DYNAMIC HT  -         260.328 (meters)     854.09  (feet)  COMP
 JZ0214  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 JZ0214
 JZ0214  VERT ORDER  -  SECOND    CLASS 0
 JZ0214
 JZ0214.The horizontal coordinates were scaled from a topographic map and have
 JZ0214.an estimated accuracy of +/- 6 seconds.
 JZ0214
 JZ0214.The orthometric height was determined by differential leveling
 JZ0214.and adjusted by the National Geodetic Survey in June 1991..
 JZ0214
 JZ0214.The geoid height was determined by GEOID03.
 JZ0214
 JZ0214.The dynamic height is computed by dividing the NAVD 88
 JZ0214.geopotential number by the normal gravity value computed on the
 JZ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0214.degrees latitude (g = 980.6199 gals.).
 JZ0214
 JZ0214.The modeled gravity was interpolated from observed gravity values.
 JZ0214
 JZ0214;                    North         East    Units  Estimated Accuracy
 JZ0214;SPC OH S     -   193,800.      443,260.      MT  (+/- 180 meters Scaled)
 JZ0214
 JZ0214                          SUPERSEDED SURVEY CONTROL
 JZ0214
 JZ0214  NGVD 29 (??/??/92)  260.660  (m)          855.18   (f) ADJ UNCH    2 0
 JZ0214
 JZ0214.Superseded values are not recommended for survey control.
 JZ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0214.See file dsdata.txt to determine how the superseded data were derived.
 JZ0214
 JZ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK289013(NAD 83)
 JZ0214_MARKER: DD = SURVEY DISK
 JZ0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0214_STAMPING: 279
 JZ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0214+STABILITY: SURFACE MOTION
 JZ0214
 JZ0214  HISTORY     - Date     Condition        Report By
 JZ0214  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0214  HISTORY     - 1947     GOOD             NGS
 JZ0214  HISTORY     - 20041119 POOR             INDIV
 JZ0214
 JZ0214                          STATION DESCRIPTION
 JZ0214
 JZ0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0214'1 MI N FROM LIBERTY.
 JZ0214'0.2 MILE WEST ALONG FORNEY ROAD FROM THE TOWN HALL AT LIBERTY
 JZ0214'THENCE ABOUT 0.8 MILE NORTH ALONG LIBERTY ROAD, ABOUT 1.05 MILE
 JZ0214'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 35, AT THE JUNCTION OF
 JZ0214'MILE ROAD LEADING WEST, 17 FEET WEST OF THE CENTER LINE OF
 JZ0214'LIBERTY ROAD, 29 FEET SOUTH OF THE CENTER LINE OF MILE ROAD,
 JZ0214'14.5 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE,
 JZ0214'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JZ0214'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 JZ0214'INCHES.
 JZ0214
 JZ0214                          STATION RECOVERY (2004)
 JZ0214
 JZ0214'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0214'LIBERTY RD. IS NOW SNYDER RD.  BASE OF MONUMENT EXISTS.  MONUMENT HAS
 JZ0214'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6796 ***********************************************************************
 AI6796  DESIGNATION -  27A
 AI6796  PID         -  AI6796
 AI6796  STATE/COUNTY-  OH/CLINTON
 AI6796  USGS QUAD   -  WILMINGTON (1979)
 AI6796
 AI6796                         *CURRENT SURVEY CONTROL
 AI6796  ___________________________________________________________________
 AI6796* NAD 83(1995)-  39 22 53.65908(N)    083 45 44.68779(W)     ADJUSTED  
 AI6796* NAVD 88     -       326.5    (meters)    1071.     (feet)  GPS OBS   
 AI6796  ___________________________________________________________________
 AI6796  X           -     536,389.231 (meters)                     COMP
 AI6796  Y           -  -4,907,559.651 (meters)                     COMP
 AI6796  Z           -   4,025,335.748 (meters)                     COMP
 AI6796  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 AI6796  ELLIP HEIGHT-         293.86  (meters)          (10/07/05) GPS OBS
 AI6796  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 AI6796
 AI6796  HORZ ORDER  -  FIRST
 AI6796  ELLP ORDER  -  THIRD     CLASS II
 AI6796
 AI6796.The horizontal coordinates were established by GPS observations
 AI6796.and adjusted by the National Geodetic Survey in August 2000..
 AI6796
 AI6796.The orthometric height was determined by GPS observations and a
 AI6796.high-resolution geoid model.
 AI6796
 AI6796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6796
 AI6796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6796
 AI6796.The ellipsoidal height was determined by GPS observations
 AI6796.and is referenced to NAD 83.
 AI6796
 AI6796.The geoid height was determined by GEOID03.
 AI6796
 AI6796;                    North         East     Units Scale Factor Converg.
 AI6796;SPC OH S     -   154,133.001   491,241.991   MT  0.99993591   -0 48 03.7
 AI6796;UTM  17      - 4,362,762.177   262,069.716   MT  1.00029707   -1 45 12.7
 AI6796
 AI6796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6796!SPC OH S     -   0.99995390  x   0.99993591  =   0.99988981
 AI6796!UTM  17      -   0.99995390  x   1.00029707  =   1.00025095
 AI6796
 AI6796|---------------------------------------------------------------------|
 AI6796| PID    Reference Object                     Distance      Geod. Az  |
 AI6796|                                                           dddmmss.s |
 AI6796| AI6766 27                                  326.522 METERS 22933     |
 AI6796|---------------------------------------------------------------------|
 AI6796
 AI6796                          SUPERSEDED SURVEY CONTROL
 AI6796
 AI6796  ELLIP H (08/02/00)  293.88   (m)                       GP(       ) 3 2
 AI6796
 AI6796.Superseded values are not recommended for survey control.
 AI6796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6796.See file dsdata.txt to determine how the superseded data were derived.
 AI6796
 AI6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6207062762(NAD 83)
 AI6796_MARKER: DD = SURVEY DISK
 AI6796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6796_STAMPING: GPS 27A 2000
 AI6796_MARK LOGO: OH-027
 AI6796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6796+STABILITY: SURFACE MOTION
 AI6796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6796+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6796
 AI6796  HISTORY     - Date     Condition        Report By
 AI6796  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6796
 AI6796                          STATION DESCRIPTION
 AI6796
 AI6796'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6796'THE STATION IS APPROXIMATELY 5.5 MI (8.9 KM) SOUTHEAST OF WILMINGTON,
 AI6796'5.25 MI (8.45 KM) NORTHWEST OF NEW VIENNA, AND 4.5 MI (7.2 KM)
 AI6796'NORTHEAST OF MARTINSVILLE.  THE STATION IS 1.0 MI (1.6 KM) SOUTHWEST
 AI6796'OF THE INTERSECTION OF SR 73 AND MURPHY RD ON THE SOUTH SIDE OF MURPHY
 AI6796'RD.
 AI6796'TO REACH THE STATION FROM THE INTERSECTION WHERE SR 73 BRANCHES TO THE
 AI6796'SOUTH OF US 22/SR 3/SR 73, EAST OF WILMINGTON, PROCEED SOUTH ALONG SR
 AI6796'73 FOR APPROXIMATELY 4.8 MI (7.7 KM) TO MURPHY RD ON THE RIGHT.  TURN
 AI6796'RIGHT AND PROCEED SOUTHWEST ALONG MURPHY RD FOR APPROXIMATELY 1.0 MI
 AI6796'(1.6 KM) TO THE STATION ON THE RIGHT.
 AI6796'THE STATION IS LOCATED APPROXIMATELY 98.2 FT (29.9 M) WEST-SOUTHWEST
 AI6796'OF AN INTERSECTION OF TWO FENCELINES, 16.3 FT (5.0 M) SOUTHEAST OF THE
 AI6796'CENTERLINE OF MURPHY RD, 13.3 FT (4.1 M) NORTHEAST OF A POWER POLE,
 AI6796'AND 2.4 FT (0.7 M) NORTHWEST OF A FENCELINE.  THE STATION IS A
 AI6796'STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6796'AND STAMPED--GPS 27A 2000--RECESSED 0.2 FT (6.1 CM) BELOW GROUND
 AI6796'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2532 ***********************************************************************
 HY2532  DESIGNATION -  28
 HY2532  PID         -  HY2532
 HY2532  STATE/COUNTY-  OH/LAWRENCE
 HY2532  USGS QUAD   -  CATLETTSBURG (1985)
 HY2532
 HY2532                         *CURRENT SURVEY CONTROL
 HY2532  ___________________________________________________________________
 HY2532* NAD 83(1986)-  38 24 47.     (N)    082 30 09.     (W)     SCALED    
 HY2532* NAVD 88     -       171.339  (meters)     562.13   (feet)  ADJUSTED  
 HY2532  ___________________________________________________________________
 HY2532  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HY2532  DYNAMIC HT  -         171.224 (meters)     561.76  (feet)  COMP
 HY2532  MODELED GRAV-     979,954.8   (mgal)                       NAVD 88
 HY2532
 HY2532  VERT ORDER  -  SECOND    CLASS 0
 HY2532
 HY2532.The horizontal coordinates were scaled from a topographic map and have
 HY2532.an estimated accuracy of +/- 6 seconds.
 HY2532
 HY2532.The orthometric height was determined by differential leveling
 HY2532.and adjusted by the National Geodetic Survey in June 1991..
 HY2532
 HY2532.The geoid height was determined by GEOID03.
 HY2532
 HY2532.The dynamic height is computed by dividing the NAVD 88
 HY2532.geopotential number by the normal gravity value computed on the
 HY2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY2532.degrees latitude (g = 980.6199 gals.).
 HY2532
 HY2532.The modeled gravity was interpolated from observed gravity values.
 HY2532
 HY2532;                    North         East    Units  Estimated Accuracy
 HY2532;SPC OH S     -    45,860.      599,780.      MT  (+/- 180 meters Scaled)
 HY2532
 HY2532                          SUPERSEDED SURVEY CONTROL
 HY2532
 HY2532  NGVD 29 (??/??/92)  171.513  (m)          562.71   (f) ADJ UNCH    2 0
 HY2532
 HY2532.Superseded values are not recommended for survey control.
 HY2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2532.See file dsdata.txt to determine how the superseded data were derived.
 HY2532
 HY2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC688527(NAD 83)
 HY2532_MARKER: B = BOLT
 HY2532_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HY2532_SP_SET: 4 BY 4 CONCRETE POST
 HY2532_STAMPING: US
 HY2532_MARK LOGO: USE   
 HY2532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2532
 HY2532  HISTORY     - Date     Condition        Report By
 HY2532  HISTORY     - UNK      MONUMENTED       USE
 HY2532  HISTORY     - 1935     GOOD             CGS
 HY2532
 HY2532                          STATION DESCRIPTION
 HY2532
 HY2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HY2532'3 MI W FROM CHESAPEAKE.
 HY2532'ABOUT 3 MILES WEST OF CHESAPEAKE, LAWRENCE COUNTY, OHIO ALONG U.S.
 HY2532'HIGHWAY 52, AT LOCK 28 ON THE OHIO RIVER, ABOUT 50 YARDS WEST OF THE
 HY2532'GOVERNMENT PROPERTY AT LOCK, 100 YARDS SOUTH OF U.S. 52 ON PROPERTY OF
 HY2532'MR. LANE. ON LINE AND TOWARDS OHIO RIVER WITH WEST END OF LANE HOME,
 HY2532'46 FEET SOUTH OF LANE BARN, IN PASTURE, 3.4 FEET WEST OF FENCE LINE.
 HY2532'A 4 BY 4 INCH CONCRETE POST WITH A VERY SMALL BRASS BOLT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2457 ***********************************************************************
 AB2457  DESIGNATION -  28
 AB2457  PID         -  AB2457
 AB2457  STATE/COUNTY-  OH/ATHENS
 AB2457  USGS QUAD   -  NELSONVILLE (1995)
 AB2457
 AB2457                         *CURRENT SURVEY CONTROL
 AB2457  ___________________________________________________________________
 AB2457* NAD 83(1995)-  39 27 58.42505(N)    082 10 20.08088(W)     ADJUSTED  
 AB2457* NAVD 88     -       211.2    (meters)     693.     (feet)  GPS OBS   
 AB2457  ___________________________________________________________________
 AB2457  X           -     671,542.764 (meters)                     COMP
 AB2457  Y           -  -4,884,782.056 (meters)                     COMP
 AB2457  Z           -   4,032,522.253 (meters)                     COMP
 AB2457  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AB2457  ELLIP HEIGHT-         177.09  (meters)          (10/07/05) GPS OBS
 AB2457  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 AB2457
 AB2457  HORZ ORDER  -  FIRST
 AB2457  ELLP ORDER  -  FOURTH    CLASS I
 AB2457
 AB2457.The horizontal coordinates were established by GPS observations
 AB2457.and adjusted by the National Geodetic Survey in April 1998..
 AB2457
 AB2457.The orthometric height was determined by GPS observations and a
 AB2457.high-resolution geoid model.
 AB2457
 AB2457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2457
 AB2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2457
 AB2457.The ellipsoidal height was determined by GPS observations
 AB2457.and is referenced to NAD 83.
 AB2457
 AB2457.The geoid height was determined by GEOID03.
 AB2457
 AB2457;                    North         East     Units Scale Factor Converg.
 AB2457;SPC OH S     -   162,822.273   628,203.152   MT  0.99993692   +0 12 28.7
 AB2457;UTM  17      - 4,369,172.343   399,161.434   MT  0.99972519   -0 44 42.6
 AB2457
 AB2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2457!SPC OH S     -   0.99997222  x   0.99993692  =   0.99990914
 AB2457!UTM  17      -   0.99997222  x   0.99972519  =   0.99969742
 AB2457
 AB2457                          SUPERSEDED SURVEY CONTROL
 AB2457
 AB2457  ELLIP H (04/01/98)  177.11   (m)                       GP(       ) 4 1
 AB2457  NAD 83(1986)-  39 27 58.42516(N)    082 10 20.08385(W) AD(       ) 1
 AB2457
 AB2457.Superseded values are not recommended for survey control.
 AB2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2457.See file dsdata.txt to determine how the superseded data were derived.
 AB2457
 AB2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9916169172(NAD 83)
 AB2457_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2457_STAMPING: 28 1995
 AB2457_MARK LOGO: ATHCE 
 AB2457_PROJECTION: FLUSH
 AB2457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2457+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2457_ROD/PIPE-DEPTH: 1    meters
 AB2457
 AB2457  HISTORY     - Date     Condition        Report By
 AB2457  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2457
 AB2457                          STATION DESCRIPTION
 AB2457
 AB2457'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2457'IN ATHENS COUNTY, OHIO, YORK TOWNSHIP, STATION IS LOCATED IN THE
 AB2457'SOUTHEAST R/W OF OAKLEY DRIVE, ABOUT 25 FT.SOUTH OF S.R.  78, JUST
 AB2457'WEST OF THE COUNTY LINE.  SET APPROXIMATELY 35.5 FT.WEST OF A
 AB2457'TELEPHONE POLE IN THE SOUTHWEST R/W OF S.R.  78 AND 23 FT.SOUTHWEST OF
 AB2457'OAKLEY DRIVES STOP SIGN AT THE INTERSECTION.  STATION IS FLUSH WITH
 AB2457'THE GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE ATHENS CO.
 AB2457'ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6767 ***********************************************************************
 AI6767  DESIGNATION -  28
 AI6767  PID         -  AI6767
 AI6767  STATE/COUNTY-  OH/CLINTON
 AI6767  USGS QUAD   -  NEW VIENNA (1960)
 AI6767
 AI6767                         *CURRENT SURVEY CONTROL
 AI6767  ___________________________________________________________________
 AI6767* NAD 83(1995)-  39 22 27.21546(N)    083 38 58.41241(W)     ADJUSTED  
 AI6767* NAVD 88     -       334.0    (meters)    1096.     (feet)  GPS OBS   
 AI6767  ___________________________________________________________________
 AI6767  X           -     546,112.386 (meters)                     COMP
 AI6767  Y           -  -4,907,013.739 (meters)                     COMP
 AI6767  Z           -   4,024,710.205 (meters)                     COMP
 AI6767  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AI6767  ELLIP HEIGHT-         301.52  (meters)          (10/07/05) GPS OBS
 AI6767  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AI6767
 AI6767  HORZ ORDER  -  FIRST
 AI6767  ELLP ORDER  -  THIRD     CLASS II
 AI6767
 AI6767.The horizontal coordinates were established by GPS observations
 AI6767.and adjusted by the National Geodetic Survey in August 2000..
 AI6767
 AI6767.The orthometric height was determined by GPS observations and a
 AI6767.high-resolution geoid model.
 AI6767
 AI6767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6767
 AI6767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6767
 AI6767.The ellipsoidal height was determined by GPS observations
 AI6767.and is referenced to NAD 83.
 AI6767
 AI6767.The geoid height was determined by GEOID03.
 AI6767
 AI6767;                    North         East     Units Scale Factor Converg.
 AI6767;SPC OH S     -   153,187.757   500,953.553   MT  0.99993592   -0 43 45.9
 AI6767;UTM  17      - 4,361,655.286   271,767.456   MT  1.00024140   -1 40 53.6
 AI6767
 AI6767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6767!SPC OH S     -   0.99995270  x   0.99993592  =   0.99988862
 AI6767!UTM  17      -   0.99995270  x   1.00024140  =   1.00019409
 AI6767
 AI6767|---------------------------------------------------------------------|
 AI6767| PID    Reference Object                     Distance      Geod. Az  |
 AI6767|                                                           dddmmss.s |
 AI6767| AI6797 28A                                 349.244 METERS 25119     |
 AI6767|---------------------------------------------------------------------|
 AI6767
 AI6767                          SUPERSEDED SURVEY CONTROL
 AI6767
 AI6767.No superseded survey control is available for this station.
 AI6767
 AI6767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7176761655(NAD 83)
 AI6767_MARKER: DD = SURVEY DISK
 AI6767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6767_STAMPING: GPS 28 2000
 AI6767_MARK LOGO: OH-027
 AI6767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6767+STABILITY: SURFACE MOTION
 AI6767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6767+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6767
 AI6767  HISTORY     - Date     Condition        Report By
 AI6767  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6767
 AI6767                          STATION DESCRIPTION
 AI6767
 AI6767'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6767'THE STATION IS APPROXIMATELY 10.5 MI (16.9 KM) SOUTHEAST OF
 AI6767'WILMINGTON, 8.0 MI (12.9 KM) SOUTH OF SABINA, AND 4.1 MI (6.6 KM)
 AI6767'NORTHEAST OF NEW VIENNA.  THE STATION IS ON THE SOUTH SIDE OF JOHNSON
 AI6767'RD APPROXIMATELY 1.0 MI (1.6 KM) NORTHEAST OF THE INTERSECTION OF
 AI6767'ANTIOCH RD AND JOHNSON RD.
 AI6767'TO REACH THE STATION FROM THE INTERSECTION OF SR 73 AND SR 729,
 AI6767'PROCEED NORTHEAST ON SR 729 FOR APPROXIMATELY 2.2 MI (3.5 KM) TO THE
 AI6767'INTERSECTION WITH ANTIOCH RD.  TURN RIGHT ONTO ANTIOCH RD AND PROCEED
 AI6767'EAST APPROXIMATELY 1.2 MI (1.9 KM) TO JOHNSON RD ON THE LEFT.  TURN
 AI6767'LEFT AND PROCEED NORTHEAST ON JOHNSON RD APPROXIMATELY 1.0 MI (1.6 KM)
 AI6767'TO THE STATION ON THE RIGHT.
 AI6767'THE STATION IS LOCATED APPROXIMATELY 17.95 M (58.89 FT) SOUTHEAST OF
 AI6767'THE END POST OF THE WOOD SPLIT-RAIL FENCE ON THE WEST SIDE OF JOHNSON
 AI6767'ROAD, 16.05 M (52.66 FT) SOUTHWEST OF A POWER POLE, 4.65 M (15.26 FT)
 AI6767'SOUTHEAST OF THE CENTERLINE OF JOHNSON ROAD, AND 0.10 M (0.33 FT)
 AI6767'SOUTHWEST OF A CLINTON COUNTY WITNESS POST.  THE STATION IS A STANDARD
 AI6767'CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND
 AI6767'STAMPED--GPS 28 2000--RECESSED 0.2 FT (6.1 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3234 ***********************************************************************
 MB3234  DESIGNATION -  28 1 R OM 1638
 MB3234  PID         -  MB3234
 MB3234  STATE/COUNTY-  OH/CUYAHOGA
 MB3234  USGS QUAD   -  MAYFIELD HEIGHTS (1994)
 MB3234
 MB3234                         *CURRENT SURVEY CONTROL
 MB3234  ___________________________________________________________________
 MB3234* NAD 83(1995)-  41 30 04.79753(N)    081 28 36.58666(W)     ADJUSTED  
 MB3234* NAVD 88     -       333.4    (meters)    1094.     (feet)  VERTCON   
 MB3234  ___________________________________________________________________
 MB3234  X           -     709,048.971 (meters)                     COMP
 MB3234  Y           -  -4,731,268.370 (meters)                     COMP
 MB3234  Z           -   4,204,481.277 (meters)                     COMP
 MB3234  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 MB3234  ELLIP HEIGHT-         299.06  (meters)          (10/07/05) GPS OBS
 MB3234  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 MB3234
 MB3234  HORZ ORDER  -  FIRST
 MB3234  ELLP ORDER  -  FOURTH    CLASS I
 MB3234
 MB3234.The horizontal coordinates were established by GPS observations
 MB3234.and adjusted by the National Geodetic Survey in October 2005..
 MB3234
 MB3234.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3234
 MB3234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3234
 MB3234.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3234
 MB3234.The ellipsoidal height was determined by GPS observations
 MB3234.and is referenced to NAD 83.
 MB3234
 MB3234.The geoid height was determined by GEOID03.
 MB3234
 MB3234;                    North         East     Units Scale Factor Converg.
 MB3234;SPC OH N     -   204,236.630   685,424.339   MT  0.99996773   +0 40 19.8
 MB3234;UTM  17      - 4,594,521.905   460,203.237   MT  0.99961949   -0 18 57.5
 MB3234
 MB3234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3234!SPC OH N     -   0.99995309  x   0.99996773  =   0.99992083
 MB3234!UTM  17      -   0.99995309  x   0.99961949  =   0.99957260
 MB3234
 MB3234                          SUPERSEDED SURVEY CONTROL
 MB3234
 MB3234  NAD 83(1995)-  41 30 04.79853(N)    081 28 36.58297(W) AD(       ) 1
 MB3234  ELLIP H (04/01/98)  299.32   (m)                       GP(       ) 4 1
 MB3234  NAD 83(1986)-  41 30 04.80897(N)    081 28 36.58309(W) AD(       ) 1
 MB3234  NGVD 29 (11/06/91)  333.6    (m)         1094.     (f) GPS OBS        
 MB3234
 MB3234.Superseded values are not recommended for survey control.
 MB3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3234.See file dsdata.txt to determine how the superseded data were derived.
 MB3234
 MB3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6020394522(NAD 83)
 MB3234_MARKER: DD = SURVEY DISK
 MB3234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3234_SP_SET: CONCRETE POST
 MB3234_STAMPING: 0M 1638
 MB3234_MARK LOGO: CRGS  
 MB3234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3234+STABILITY: SURFACE MOTION
 MB3234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3234+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3234
 MB3234  HISTORY     - Date     Condition        Report By
 MB3234  HISTORY     - UNK      MONUMENTED
 MB3234  HISTORY     - 19900326 GOOD             AEROS
 MB3234  HISTORY     - 20020928 MARK NOT FOUND   INDIV
 MB3234
 MB3234                          STATION DESCRIPTION
 MB3234
 MB3234'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3234'THE STATION IS LOCATED 0.16 KM (0.10 MI) EAST OF INTERSTATE 271, ABOUT
 MB3234'.65 KM (0.40 MI) NORTHWEST OF URSULINE COLLEGE, IN THE CITY OF
 MB3234'BEACHWOOD, AT THE INTERSECTION OF BRAINARD AND CEDAR ROADS.
 MB3234'TO REACH FROM THE INTERSECTION OF INTERSTATE 271 AND CEDAR ROAD, GO
 MB3234'EAST FOR .65 KM (0.40 MI) ON CEDAR ROAD TO BRAINARD ROAD AND THE
 MB3234'STATION ON THE LEFT.
 MB3234'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13 CM DIAMETER CONCRETE
 MB3234'MONUMENT RECESSED 6.5 CM BELOW THE GROUND ENCASED IN A ROUND IRON
 MB3234'MONUMENT BOX.  LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION,
 MB3234'14.02 M (46.0 FT) WEST OF THE CENTERLINE OF BRAINARD ROAD, 14.04 M
 MB3234'(46.1 FT) NORTH OF THE CENTERLINE OF CEDAR ROAD, 3.01 M (9.9 FT)
 MB3234'NORTHEAST OF A IRON SIGNAL POLE, 6.17 M (20.2 FT) SOUTHWEST OF A FIRE
 MB3234'HYDRANT.
 MB3234
 MB3234                          STATION RECOVERY (2002)
 MB3234
 MB3234'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WDK)
 MB3234'MONUMENT BOX MAY BE BURIED OR COVERED BY A NEW SIGNAL CONTROL BOX (C)
 MB3234'THAT APPEARS TO HAVE BEEN PUT IN SINCE THE INTERSTATE (I-271) RAMP WAS
 MB3234'BUILT. I WAS ABLE TO LOCATE THE IRON SIGNAL POLE (A) AND THE FIRE
 MB3234'HYDRANT (B). SEE PHOTO AT
 MB3234'WWW.GEOCACHING.COM/MARK/DETAILS.ASP(QUESTIONMARK)PID=MB3234
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0782 ***********************************************************************
 HY0782  DESIGNATION -  28 GAGE
 HY0782  PID         -  HY0782
 HY0782  STATE/COUNTY-  OH/LAWRENCE
 HY0782  USGS QUAD   -  CATLETTSBURG (1985)
 HY0782
 HY0782                         *CURRENT SURVEY CONTROL
 HY0782  ___________________________________________________________________
 HY0782* NAD 83(1986)-  38 24 47.     (N)    082 30 09.     (W)     SCALED    
 HY0782* NAVD 88     -       161.857  (meters)     531.03   (feet)  ADJUSTED  
 HY0782  ___________________________________________________________________
 HY0782  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HY0782  DYNAMIC HT  -         161.749 (meters)     530.67  (feet)  COMP
 HY0782  MODELED GRAV-     979,954.8   (mgal)                       NAVD 88
 HY0782
 HY0782  VERT ORDER  -  SECOND    CLASS 0
 HY0782
 HY0782.The horizontal coordinates were scaled from a topographic map and have
 HY0782.an estimated accuracy of +/- 6 seconds.
 HY0782
 HY0782.The orthometric height was determined by differential leveling
 HY0782.and adjusted by the National Geodetic Survey in June 1991..
 HY0782
 HY0782.The geoid height was determined by GEOID03.
 HY0782
 HY0782.The dynamic height is computed by dividing the NAVD 88
 HY0782.geopotential number by the normal gravity value computed on the
 HY0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0782.degrees latitude (g = 980.6199 gals.).
 HY0782
 HY0782.The modeled gravity was interpolated from observed gravity values.
 HY0782
 HY0782;                    North         East    Units  Estimated Accuracy
 HY0782;SPC OH S     -    45,860.      599,780.      MT  (+/- 180 meters Scaled)
 HY0782
 HY0782                          SUPERSEDED SURVEY CONTROL
 HY0782
 HY0782  NGVD 29 (??/??/92)  162.047  (m)          531.65   (f) ADJ UNCH    2 0
 HY0782
 HY0782.Superseded values are not recommended for survey control.
 HY0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0782.See file dsdata.txt to determine how the superseded data were derived.
 HY0782
 HY0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC688527(NAD 83)
 HY0782_MARKER: DB = BENCH MARK DISK
 HY0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0782_SP_SET: CURB
 HY0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0782
 HY0782  HISTORY     - Date     Condition        Report By
 HY0782  HISTORY     - UNK      MONUMENTED       DOD
 HY0782  HISTORY     - 1958     GOOD             NGS
 HY0782
 HY0782                          STATION DESCRIPTION
 HY0782
 HY0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0782'3 MI W FROM CHESAPEAKE.
 HY0782'ABOUT 3.0 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE
 HY0782'AT CHESAPEAKE, AT LOCK AND DAM 28 ON THE OHIO RIVER, THE TOP OF
 HY0782'BOTTOM LIP OF 42-FOOT GRADUATION MARK OF RIVER GAGE ALONG THE
 HY0782'WEST CONCRETE CURB OF STEPS LEADING FROM CONTROL HOUSE TO LOCKS
 HY0782'ON THE NORTH BANK OF RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3235 ***********************************************************************
 MB3235  DESIGNATION -  28 Q
 MB3235  PID         -  MB3235
 MB3235  STATE/COUNTY-  OH/CUYAHOGA
 MB3235  USGS QUAD   -  MAYFIELD HEIGHTS (1994)
 MB3235
 MB3235                         *CURRENT SURVEY CONTROL
 MB3235  ___________________________________________________________________
 MB3235* NAD 83(1995)-  41 33 08.25914(N)    081 26 21.29690(W)     ADJUSTED  
 MB3235* NAVD 88     -       282.2    (meters)     926.     (feet)  VERTCON   
 MB3235  ___________________________________________________________________
 MB3235  X           -     711,587.786 (meters)                     COMP
 MB3235  Y           -  -4,727,053.749 (meters)                     COMP
 MB3235  Z           -   4,208,684.968 (meters)                     COMP
 MB3235  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 MB3235  ELLIP HEIGHT-         248.04  (meters)          (10/07/05) GPS OBS
 MB3235  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 MB3235
 MB3235  HORZ ORDER  -  FIRST
 MB3235  ELLP ORDER  -  FOURTH    CLASS I
 MB3235
 MB3235.The horizontal coordinates were established by GPS observations
 MB3235.and adjusted by the National Geodetic Survey in April 1998..
 MB3235
 MB3235.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3235
 MB3235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3235
 MB3235.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3235
 MB3235.The ellipsoidal height was determined by GPS observations
 MB3235.and is referenced to NAD 83.
 MB3235
 MB3235.The geoid height was determined by GEOID03.
 MB3235
 MB3235;                    North         East     Units Scale Factor Converg.
 MB3235;SPC OH N     -   209,933.533   688,492.940   MT  0.99997486   +0 41 48.7
 MB3235;UTM  17      - 4,600,163.046   463,368.514   MT  0.99961651   -0 17 28.9
 MB3235
 MB3235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3235!SPC OH N     -   0.99996110  x   0.99997486  =   0.99993596
 MB3235!UTM  17      -   0.99996110  x   0.99961651  =   0.99957762
 MB3235
 MB3235                          SUPERSEDED SURVEY CONTROL
 MB3235
 MB3235  ELLIP H (04/01/98)  248.09   (m)                       GP(       ) 4 1
 MB3235  NAD 83(1986)-  41 33 08.26973(N)    081 26 21.29716(W) AD(       ) 1
 MB3235  NGVD 29 (11/06/91)  282.4    (m)          927.     (f) GPS OBS        
 MB3235
 MB3235.Superseded values are not recommended for survey control.
 MB3235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3235.See file dsdata.txt to determine how the superseded data were derived.
 MB3235
 MB3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG6336900163(NAD 83)
 MB3235_MARKER: I = METAL ROD
 MB3235_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3235_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3235_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3235+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3235
 MB3235  HISTORY     - Date     Condition        Report By
 MB3235  HISTORY     - UNK      MONUMENTED
 MB3235  HISTORY     - 19900326 GOOD             AEROS
 MB3235
 MB3235                          STATION DESCRIPTION
 MB3235
 MB3235'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3235'THE STATION IS LOCATED 0.8 KM (0.50 MI) EAST OF INTERSTATE 271, 2.1 KM
 MB3235'(1.30 MI) SOUTH OF THE LAKE COUNTY LINE, AT THE INTERSECTION OF SOM
 MB3235'CENTER ROAD AND HIGHLAND AVE.
 MB3235'TO REACH FROM THE INTERSECTION OF INTERSTATE 271 AND WILSON MILLS
 MB3235'ROAD, GO EAST FOR 0.8 KM (0.50 MI) ON WILSON MILLS ROAD TO SOM CENTER
 MB3235'ROAD.  TURN LEFT AND GO NORTH FOR 1.5 KM (0.95 MI) ON SOM CENTER ROAD
 MB3235'TO ITS INTERSECTION WITH HIGHLAND ROAD AND THE STATION.
 MB3235'STATION IS A 3 CM DIAMETER IRON ROD RECESSED 19.5 CM BELOW THE ROAD
 MB3235'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3235'CENTERLINE--CENTERLINE OF THE INTERSECTION, 17.48 M (57.3 FT)
 MB3235'SOUTHEAST OF THE OM MONUMENT AT THE NORTHWEST CORNER OF THE
 MB3235'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1266 ***********************************************************************
 MB1266  DESIGNATION -  280
 MB1266  PID         -  MB1266
 MB1266  STATE/COUNTY-  OH/CUYAHOGA
 MB1266  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1266
 MB1266                         *CURRENT SURVEY CONTROL
 MB1266  ___________________________________________________________________
 MB1266* NAD 83(1986)-  41 23 34.     (N)    081 32 12.     (W)     SCALED    
 MB1266* NAVD 88     -       288.486  (meters)     946.47   (feet)  ADJUSTED  
 MB1266  ___________________________________________________________________
 MB1266  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 MB1266  DYNAMIC HT  -         288.365 (meters)     946.08  (feet)  COMP
 MB1266  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 MB1266
 MB1266  VERT ORDER  -  FIRST     CLASS II
 MB1266
 MB1266.The horizontal coordinates were scaled from a topographic map and have
 MB1266.an estimated accuracy of +/- 6 seconds.
 MB1266
 MB1266.The orthometric height was determined by differential leveling
 MB1266.and adjusted by the National Geodetic Survey in June 1991..
 MB1266
 MB1266.The geoid height was determined by GEOID03.
 MB1266
 MB1266.The dynamic height is computed by dividing the NAVD 88
 MB1266.geopotential number by the normal gravity value computed on the
 MB1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1266.degrees latitude (g = 980.6199 gals.).
 MB1266
 MB1266.The modeled gravity was interpolated from observed gravity values.
 MB1266
 MB1266;                    North         East    Units  Estimated Accuracy
 MB1266;SPC OH N     -   192,130.      680,560.      MT  (+/- 180 meters Scaled)
 MB1266
 MB1266                          SUPERSEDED SURVEY CONTROL
 MB1266
 MB1266  NGVD 29 (??/??/92)  288.670  (m)          947.08   (f) ADJ UNCH    1 2
 MB1266
 MB1266.Superseded values are not recommended for survey control.
 MB1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1266.See file dsdata.txt to determine how the superseded data were derived.
 MB1266
 MB1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF551825(NAD 83)
 MB1266_MARKER: DD = SURVEY DISK
 MB1266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1266_SP_SET: SIDEWALK
 MB1266_STAMPING: 280
 MB1266_MARK LOGO: CRGS  
 MB1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1266
 MB1266  HISTORY     - Date     Condition        Report By
 MB1266  HISTORY     - UNK      MONUMENTED       CRGS
 MB1266  HISTORY     - 1938     GOOD             CGS
 MB1266  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1266  HISTORY     - 19880820 MARK NOT FOUND   USPSQD
 MB1266
 MB1266                          STATION DESCRIPTION
 MB1266
 MB1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 MB1266'AT BEDFORD.
 MB1266'AT BEDFORD, CUYAHOGA COUNTY, AT THE INTERSECTION OF BROADWAY
 MB1266'AND POWERS STREET, 18.4 FEET NORTH OF THE NORTHWEST CORNER OF A
 MB1266'BRICK BUILDING, AT 634 BROADWAY, 18 FEET SOUTHEAST OF THE
 MB1266'CENTERLINE OF POWERS STREET, 5.4 FEET SOUTHWEST OF THE SOUTHWEST
 MB1266'CURB OF BROADWAY, AND IN THE SIDEWALK.  A CLEVELAND REGIONAL
 MB1266'GEODETIC SURVEY STANDARD DISK, STAMPED 280 AND SET UNDERGROUND
 MB1266'IN THE TOP OF A CONCRETE POST, PROTECTED BY A CAST-IRON BOX WITH
 MB1266'A LID.
 MB1266
 MB1266                          STATION RECOVERY (1983)
 MB1266
 MB1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1266'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION OF NEW SIDEWALK.
 MB1266
 MB1266                          STATION RECOVERY (1988)
 MB1266
 MB1266'RECOVERY NOTE BY US POWER SQUADRON 1988 (GHB)
 MB1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1786 ***********************************************************************
 MB1786  DESIGNATION -  281
 MB1786  PID         -  MB1786
 MB1786  STATE/COUNTY-  OH/CUYAHOGA
 MB1786  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1786
 MB1786                         *CURRENT SURVEY CONTROL
 MB1786  ___________________________________________________________________
 MB1786* NAD 83(1986)-  41 30 03.     (N)    081 40 52.     (W)     SCALED    
 MB1786* NAVD 88     -       201.337  (meters)     660.55   (feet)  ADJUSTED  
 MB1786  ___________________________________________________________________
 MB1786  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 MB1786  DYNAMIC HT  -         201.258 (meters)     660.29  (feet)  COMP
 MB1786  MODELED GRAV-     980,226.6   (mgal)                       NAVD 88
 MB1786
 MB1786  VERT ORDER  -  FIRST     CLASS II
 MB1786
 MB1786.The horizontal coordinates were scaled from a topographic map and have
 MB1786.an estimated accuracy of +/- 6 seconds.
 MB1786
 MB1786.The orthometric height was determined by differential leveling
 MB1786.and adjusted by the National Geodetic Survey in June 1991..
 MB1786
 MB1786.The geoid height was determined by GEOID03.
 MB1786
 MB1786.The dynamic height is computed by dividing the NAVD 88
 MB1786.geopotential number by the normal gravity value computed on the
 MB1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1786.degrees latitude (g = 980.6199 gals.).
 MB1786
 MB1786.The modeled gravity was interpolated from observed gravity values.
 MB1786
 MB1786;                    North         East    Units  Estimated Accuracy
 MB1786;SPC OH N     -   204,000.      668,370.      MT  (+/- 180 meters Scaled)
 MB1786
 MB1786                          SUPERSEDED SURVEY CONTROL
 MB1786
 MB1786  NGVD 29 (06/03/92)  201.568  (m)          661.31   (f) ADJUSTED    1 2
 MB1786
 MB1786.Superseded values are not recommended for survey control.
 MB1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1786.See file dsdata.txt to determine how the superseded data were derived.
 MB1786
 MB1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF431945(NAD 83)
 MB1786_MARKER: DD = SURVEY DISK
 MB1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1786_SP_SET: CONCRETE POST
 MB1786_STAMPING: 281
 MB1786_MARK LOGO: CRGS  
 MB1786_PROJECTION: RECESSED 5 CENTIMETERS
 MB1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1786+STABILITY: SURFACE MOTION
 MB1786
 MB1786  HISTORY     - Date     Condition        Report By
 MB1786  HISTORY     - UNK      MONUMENTED       CRGS
 MB1786  HISTORY     - 1983     GOOD             NGS
 MB1786  HISTORY     - 20050423 GOOD             USPSQD
 MB1786
 MB1786                          STATION DESCRIPTION
 MB1786
 MB1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1786'IN CLEVELAND.
 MB1786'IN CLEVELAND, AT THE INTERSECTION OF EUCLID AVENUE AND 14TH STREET, IN
 MB1786'THE SIDEWALK IN THE TOP OF A CONCRETE POST AND PROTECTED BY A 9-INCH
 MB1786'CAST IRON BOX WITH COVER, 8.84 METERS (29.0 FT) NORTH OF THE
 MB1786'CENTERLINE OF EUCLID AVENUE, 12.80 METERS (42.0 FT) SOUTHEAST OF THE
 MB1786'SOUTHWEST CORNER OF THE WEST COLUMN OF A MCDONALDS RESTAURANT,
 MB1786'12.56 METERS (41.2 FT) EAST OF THE EXTENDED CENTERLINE OF EAST 14TH
 MB1786'STREET, 2.99 METERS (9.8 FT) NORTHEAST OF THE FACE OF A FIRE ALARM
 MB1786'POST.
 MB1786
 MB1786                          STATION RECOVERY (2005)
 MB1786
 MB1786'RECOVERY NOTE BY US POWER SQUADRON 2005
 MB1786'MCDONALDS RESTAURANT NO LONG AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1787 ***********************************************************************
 MB1787  DESIGNATION -  282
 MB1787  PID         -  MB1787
 MB1787  STATE/COUNTY-  OH/CUYAHOGA
 MB1787  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1787
 MB1787                         *CURRENT SURVEY CONTROL
 MB1787  ___________________________________________________________________
 MB1787* NAD 83(1986)-  41 29 55.     (N)    081 40 44.     (W)     SCALED    
 MB1787* NAVD 88     -       205.097  (meters)     672.89   (feet)  ADJUSTED  
 MB1787  ___________________________________________________________________
 MB1787  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 MB1787  DYNAMIC HT  -         205.017 (meters)     672.63  (feet)  COMP
 MB1787  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 MB1787
 MB1787  VERT ORDER  -  FIRST     CLASS II
 MB1787
 MB1787.The horizontal coordinates were scaled from a topographic map and have
 MB1787.an estimated accuracy of +/- 6 seconds.
 MB1787
 MB1787.The orthometric height was determined by differential leveling
 MB1787.and adjusted by the National Geodetic Survey in June 1991..
 MB1787
 MB1787.The geoid height was determined by GEOID03.
 MB1787
 MB1787.The dynamic height is computed by dividing the NAVD 88
 MB1787.geopotential number by the normal gravity value computed on the
 MB1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1787.degrees latitude (g = 980.6199 gals.).
 MB1787
 MB1787.The modeled gravity was interpolated from observed gravity values.
 MB1787
 MB1787;                    North         East    Units  Estimated Accuracy
 MB1787;SPC OH N     -   203,760.      668,560.      MT  (+/- 180 meters Scaled)
 MB1787
 MB1787                          SUPERSEDED SURVEY CONTROL
 MB1787
 MB1787  NGVD 29 (06/03/92)  205.329  (m)          673.65   (f) ADJUSTED    1 2
 MB1787
 MB1787.Superseded values are not recommended for survey control.
 MB1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1787.See file dsdata.txt to determine how the superseded data were derived.
 MB1787
 MB1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF433943(NAD 83)
 MB1787_MARKER: DD = SURVEY DISK
 MB1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1787_SP_SET: CONCRETE POST
 MB1787_STAMPING: 282
 MB1787_MARK LOGO: CRGS  
 MB1787_PROJECTION: RECESSED 5 CENTIMETERS
 MB1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1787+STABILITY: SURFACE MOTION
 MB1787
 MB1787  HISTORY     - Date     Condition        Report By
 MB1787  HISTORY     - UNK      MONUMENTED       CRGS
 MB1787  HISTORY     - 1983     GOOD             NGS
 MB1787  HISTORY     - 20050423 GOOD             USPSQD
 MB1787
 MB1787                          STATION DESCRIPTION
 MB1787
 MB1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1787'IN CLEVELAND.
 MB1787'IN CLEVELAND, IN THE SIDEWALK OF EAST 14TH STREET, NEAR THE NORTHWEST
 MB1787'CORNER OF A 6-STORY BRICK BUILDING AT 2185 EAST 14TH STREET, IN TOP OF
 MB1787'A CONCRETE POST AND PROTECTED BY A 9-INCH CAST IRON BOX WITH COVER,
 MB1787'12.00 METERS (39.4 FT) EAST OF THE CENTERLINE OF EAST 14TH STREET,
 MB1787'33.53 METERS (110.0 FT) NORTH OF THE CENTERLINE OF SUMNER AVENUE,
 MB1787'3.81 METERS (12.5 FT) SOUTHWEST OF THE NORTHWEST CORNER OF BUILDING
 MB1787'2185.
 MB1787
 MB1787                          STATION RECOVERY (2005)
 MB1787
 MB1787'RECOVERY NOTE BY US POWER SQUADRON 2005
 MB1787'BOX COVER IS MISSING.  SIX STORY BRICK BUILDING NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0177 ***********************************************************************
 JZ0177  DESIGNATION -  282
 JZ0177  PID         -  JZ0177
 JZ0177  STATE/COUNTY-  OH/MONTGOMERY
 JZ0177  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0177
 JZ0177                         *CURRENT SURVEY CONTROL
 JZ0177  ___________________________________________________________________
 JZ0177* NAD 83(1986)-  39 43 21.     (N)    084 28 53.     (W)     SCALED    
 JZ0177* NAVD 88     -       283.134  (meters)     928.92   (feet)  ADJUSTED  
 JZ0177  ___________________________________________________________________
 JZ0177  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JZ0177  DYNAMIC HT  -         282.972 (meters)     928.38  (feet)  COMP
 JZ0177  MODELED GRAV-     980,046.2   (mgal)                       NAVD 88
 JZ0177
 JZ0177  VERT ORDER  -  SECOND    CLASS 0
 JZ0177
 JZ0177.The horizontal coordinates were scaled from a topographic map and have
 JZ0177.an estimated accuracy of +/- 6 seconds.
 JZ0177
 JZ0177.The orthometric height was determined by differential leveling
 JZ0177.and adjusted by the National Geodetic Survey in June 1991..
 JZ0177
 JZ0177.The geoid height was determined by GEOID03.
 JZ0177
 JZ0177.The dynamic height is computed by dividing the NAVD 88
 JZ0177.geopotential number by the normal gravity value computed on the
 JZ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0177.degrees latitude (g = 980.6199 gals.).
 JZ0177
 JZ0177.The modeled gravity was interpolated from observed gravity values.
 JZ0177
 JZ0177;                    North         East    Units  Estimated Accuracy
 JZ0177;SPC OH S     -   193,090.      430,140.      MT  (+/- 180 meters Scaled)
 JZ0177
 JZ0177                          SUPERSEDED SURVEY CONTROL
 JZ0177
 JZ0177  NGVD 29 (??/??/92)  283.305  (m)          929.48   (f) ADJ UNCH    2 0
 JZ0177
 JZ0177.Superseded values are not recommended for survey control.
 JZ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0177.See file dsdata.txt to determine how the superseded data were derived.
 JZ0177
 JZ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ158999(NAD 83)
 JZ0177_MARKER: DD = SURVEY DISK
 JZ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0177_STAMPING: 282
 JZ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0177+STABILITY: SURFACE MOTION
 JZ0177
 JZ0177  HISTORY     - Date     Condition        Report By
 JZ0177  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0177  HISTORY     - 1947     GOOD             NGS
 JZ0177  HISTORY     - 19970428 POOR             USPSQD
 JZ0177  HISTORY     - 20041119 POOR             INDIV
 JZ0177
 JZ0177                          STATION DESCRIPTION
 JZ0177
 JZ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0177'4.3 MI SE FROM WEST ALEXANDRIA.
 JZ0177'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0177'WEST ALEXANDRIA, THENCE ABOUT 1.55 MILES SOUTH ALONG THE
 JZ0177'PREBLE-MONTGOMERY LINE ROAD, AT A 5-POINT INTERSECTION (CO.
 JZ0177'LINE-NORTH-SOUTH, FARMERSVILLE-WEST ALEXANDRIA
 JZ0177'ROAD -NORTHWEST-SOUTHEAST AND A GRAVEL ROAD WEST), 17 FEET EAST
 JZ0177'OF THE CENTER LINE OF THE COUNTY LINE ROAD, 26 FEET SOUTHWEST
 JZ0177'OF THE CENTER LINE OF THE FARMERSVILLE-WEST ALEXANDRIAN ROAD, IN
 JZ0177'LINE WITH THE GRAVEL ROAD WEST, 2 FEET WEST OF A FENCE CORNER,
 JZ0177'1.6 FEET SOUTHEAST OF THE ROAD IDENTIFICATION SIGN, 1 FOOT NORTH
 JZ0177'OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW THE
 JZ0177'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ0177'5 INCHES.
 JZ0177
 JZ0177                          STATION RECOVERY (1997)
 JZ0177
 JZ0177'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0177'MARK RECOVERED IN POOR CONDITION.
 JZ0177
 JZ0177                          STATION RECOVERY (2004)
 JZ0177
 JZ0177'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0177'THE 5 - POINT INTERSECTION IS FARMERSVILLE W. ALEX PK., E. FACTORY
 JZ0177'RD., GERMANTOWN RD., AND PREBLE-MONTGOMERY COUNTY LINE RD.  BASE AND
 JZ0177'MONUMENT ARE INTACT.  YET MONUMENT HAS BEEN MUTILATED TO THE POINT
 JZ0177'THAT NOTHING IS LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0361 ***********************************************************************
 JZ0361  DESIGNATION -  282
 JZ0361  PID         -  JZ0361
 JZ0361  STATE/COUNTY-  OH/HAMILTON
 JZ0361  USGS QUAD   -  NEWPORT (1987)
 JZ0361
 JZ0361                         *CURRENT SURVEY CONTROL
 JZ0361  ___________________________________________________________________
 JZ0361* NAD 83(1986)-  39 06 43.     (N)    084 25 26.     (W)     SCALED    
 JZ0361* NAVD 88     -       162.157  (meters)     532.01   (feet)  ADJUSTED  
 JZ0361  ___________________________________________________________________
 JZ0361  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0361  DYNAMIC HT  -         162.055 (meters)     531.68  (feet)  COMP
 JZ0361  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 JZ0361
 JZ0361  VERT ORDER  -  FIRST     CLASS II
 JZ0361
 JZ0361.The horizontal coordinates were scaled from a topographic map and have
 JZ0361.an estimated accuracy of +/- 6 seconds.
 JZ0361
 JZ0361.The orthometric height was determined by differential leveling
 JZ0361.and adjusted by the National Geodetic Survey in June 1991..
 JZ0361.WARNING-Repeat measurements at this control monument indicate possible
 JZ0361.vertical movement.
 JZ0361
 JZ0361.The geoid height was determined by GEOID03.
 JZ0361
 JZ0361.The dynamic height is computed by dividing the NAVD 88
 JZ0361.geopotential number by the normal gravity value computed on the
 JZ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0361.degrees latitude (g = 980.6199 gals.).
 JZ0361
 JZ0361.The modeled gravity was interpolated from observed gravity values.
 JZ0361
 JZ0361;                    North         East    Units  Estimated Accuracy
 JZ0361;SPC OH S     -   125,210.      433,630.      MT  (+/- 180 meters Scaled)
 JZ0361
 JZ0361                          SUPERSEDED SURVEY CONTROL
 JZ0361
 JZ0361  NGVD 29 (06/03/91)  162.337  (m)          532.60   (f) ADJUSTED    1 2
 JZ0361
 JZ0361.Superseded values are not recommended for survey control.
 JZ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0361.See file dsdata.txt to determine how the superseded data were derived.
 JZ0361
 JZ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ227323(NAD 83)
 JZ0361_MARKER: DD = SURVEY DISK
 JZ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0361_STAMPING: 282
 JZ0361_MARK LOGO: OH1610
 JZ0361_PROJECTION: FLUSH
 JZ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0361+STABILITY: SURFACE MOTION
 JZ0361
 JZ0361  HISTORY     - Date     Condition        Report By
 JZ0361  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0361  HISTORY     - 1947     GOOD             NGS
 JZ0361  HISTORY     - 1984     GOOD             NGS
 JZ0361  HISTORY     - 19910717 GOOD             USPSQD
 JZ0361
 JZ0361                          STATION DESCRIPTION
 JZ0361
 JZ0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0361'AT CINCINNATI.
 JZ0361'AT THE NORTHEAST CORNER OF THE INTERSECTION OF EASTERN AVENUE
 JZ0361'AND WORTMAN STREET, 32.3 FEET NORTH OF THE NORTH CURB LINE OF
 JZ0361'WORTMAN STREET, 1.15 FEET EAST OF THE EAST CURB LINE OF EASTERN
 JZ0361'AVENUE (EASTERN AVENUE TAKEN AS RUNNING NORTH AND SOUTH), AND
 JZ0361'IN THE SIDEWALK.  A CITY OF CINCINNATI TOPO SURVEY DISK STAMPED
 JZ0361'282 AND SET IN THE TOP OF A CONCRETE POST.
 JZ0361
 JZ0361                          STATION RECOVERY (1984)
 JZ0361
 JZ0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0361'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE AS DESCRIBED
 JZ0361'IN QUAD 390842 DATED FEBRUARY 1959. NOTE--THE STAMPING IS 282 1933
 JZ0361'INSTEAD OF JUST (282).
 JZ0361
 JZ0361                          STATION RECOVERY (1991)
 JZ0361
 JZ0361'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLN)
 JZ0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0397 ***********************************************************************
 JZ0397  DESIGNATION -  283
 JZ0397  PID         -  JZ0397
 JZ0397  STATE/COUNTY-  OH/HAMILTON
 JZ0397  USGS QUAD   -  NEWPORT (1987)
 JZ0397
 JZ0397                         *CURRENT SURVEY CONTROL
 JZ0397  ___________________________________________________________________
 JZ0397* NAD 83(1986)-  39 06 15.     (N)    084 25 46.     (W)     SCALED    
 JZ0397* NAVD 88     -       146.231  (meters)     479.76   (feet)  ADJUSTED  
 JZ0397  ___________________________________________________________________
 JZ0397  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0397  DYNAMIC HT  -         146.140 (meters)     479.46  (feet)  COMP
 JZ0397  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 JZ0397
 JZ0397  VERT ORDER  -  FIRST     CLASS II
 JZ0397
 JZ0397.This mark is at Cincinnati-Lunken Fld Airport (LUK)
 JZ0397
 JZ0397.The horizontal coordinates were scaled from a topographic map and have
 JZ0397.an estimated accuracy of +/- 6 seconds.
 JZ0397
 JZ0397.The orthometric height was determined by differential leveling
 JZ0397.and adjusted by the National Geodetic Survey in June 1991..
 JZ0397.WARNING-Repeat measurements at this control monument indicate possible
 JZ0397.vertical movement.
 JZ0397
 JZ0397.The geoid height was determined by GEOID03.
 JZ0397
 JZ0397.The dynamic height is computed by dividing the NAVD 88
 JZ0397.geopotential number by the normal gravity value computed on the
 JZ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0397.degrees latitude (g = 980.6199 gals.).
 JZ0397
 JZ0397.The modeled gravity was interpolated from observed gravity values.
 JZ0397
 JZ0397;                    North         East    Units  Estimated Accuracy
 JZ0397;SPC OH S     -   124,360.      433,130.      MT  (+/- 180 meters Scaled)
 JZ0397
 JZ0397                          SUPERSEDED SURVEY CONTROL
 JZ0397
 JZ0397  NGVD 29 (08/25/92)  146.424  (m)          480.39   (f) ADJUSTED    1 2
 JZ0397
 JZ0397.Superseded values are not recommended for survey control.
 JZ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0397.See file dsdata.txt to determine how the superseded data were derived.
 JZ0397
 JZ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ222314(NAD 83)
 JZ0397_MARKER: DB = BENCH MARK DISK
 JZ0397_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0397_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0397_STAMPING: 283
 JZ0397_MARK LOGO: OH1610
 JZ0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0397
 JZ0397  HISTORY     - Date     Condition        Report By
 JZ0397  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0397  HISTORY     - 1949     GOOD             NGS
 JZ0397  HISTORY     - 1969     GOOD             NGS
 JZ0397  HISTORY     - 1981     GOOD             LOCSUR
 JZ0397  HISTORY     - 19900419 GOOD             WOOLPT
 JZ0397  HISTORY     - 19911219 GOOD             WOOLPT
 JZ0397
 JZ0397                          STATION DESCRIPTION
 JZ0397
 JZ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0397'AT CINCINNATI.
 JZ0397'AT CINCINNATI, ABOUT 26 YARDS SOUTHEAST OF THE CENTER OF
 JZ0397'STREET TRIANGLE FORMED BY JUNCTION OF AIRPORT ROAD AND WILMER
 JZ0397'STREET, 52 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH
 JZ0397'END OF LUNKEN AIRPORT BUILDING, 16.8 FEET NORTH OF THE NORTHWEST
 JZ0397'CORNER OF SIDEWALK, 5 FEET WEST OF A 12-INCH SYCAMORE TREE,
 JZ0397'ABOUT 0.6 FOOT BELOW THE LEVEL OF THE LAWN AND SET IN THE TOP
 JZ0397'OF A CONCRETE POST 0.6 FOOT BELOW THE SURFACE OF THE GROUND.
 JZ0397'NOTE-- ACCESS TO THE MARK BY TILE PIPE COVERED WITH A 10-INCH
 JZ0397'CONCRETE LID.
 JZ0397
 JZ0397                          STATION RECOVERY (1969)
 JZ0397
 JZ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JZ0397'RECOVERED IN GOOD CONDITION.
 JZ0397
 JZ0397                          STATION RECOVERY (1981)
 JZ0397
 JZ0397'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 JZ0397'RECOVERED IN GOOD CONDITION.
 JZ0397
 JZ0397                          STATION RECOVERY (1990)
 JZ0397
 JZ0397'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0397'RECOVERED IN GOOD CONDITION.
 JZ0397
 JZ0397                          STATION RECOVERY (1991)
 JZ0397
 JZ0397'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0395 ***********************************************************************
 JZ0395  DESIGNATION -  286
 JZ0395  PID         -  JZ0395
 JZ0395  STATE/COUNTY-  OH/HAMILTON
 JZ0395  USGS QUAD   -  NEWPORT (1987)
 JZ0395
 JZ0395                         *CURRENT SURVEY CONTROL
 JZ0395  ___________________________________________________________________
 JZ0395* NAD 83(1986)-  39 07 00.     (N)    084 26 25.     (W)     SCALED    
 JZ0395* NAVD 88     -       153.536  (meters)     503.73   (feet)  ADJUSTED  
 JZ0395  ___________________________________________________________________
 JZ0395  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0395  DYNAMIC HT  -         153.439 (meters)     503.41  (feet)  COMP
 JZ0395  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 JZ0395
 JZ0395  VERT ORDER  -  FIRST     CLASS II
 JZ0395
 JZ0395.The horizontal coordinates were scaled from a topographic map and have
 JZ0395.an estimated accuracy of +/- 6 seconds.
 JZ0395
 JZ0395.The orthometric height was determined by differential leveling
 JZ0395.and adjusted by the National Geodetic Survey in June 1991..
 JZ0395.WARNING-Repeat measurements at this control monument indicate possible
 JZ0395.vertical movement.
 JZ0395
 JZ0395.The geoid height was determined by GEOID03.
 JZ0395
 JZ0395.The dynamic height is computed by dividing the NAVD 88
 JZ0395.geopotential number by the normal gravity value computed on the
 JZ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0395.degrees latitude (g = 980.6199 gals.).
 JZ0395
 JZ0395.The modeled gravity was interpolated from observed gravity values.
 JZ0395
 JZ0395;                    North         East    Units  Estimated Accuracy
 JZ0395;SPC OH S     -   125,770.      432,220.      MT  (+/- 180 meters Scaled)
 JZ0395
 JZ0395                          SUPERSEDED SURVEY CONTROL
 JZ0395
 JZ0395  NGVD 29 (??/??/92)  153.713  (m)          504.31   (f) ADJ UNCH    1 2
 JZ0395
 JZ0395.Superseded values are not recommended for survey control.
 JZ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0395.See file dsdata.txt to determine how the superseded data were derived.
 JZ0395
 JZ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ213328(NAD 83)
 JZ0395_MARKER: DD = SURVEY DISK
 JZ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0395_STAMPING: 286
 JZ0395_MARK LOGO: OH1610
 JZ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0395+STABILITY: SURFACE MOTION
 JZ0395
 JZ0395  HISTORY     - Date     Condition        Report By
 JZ0395  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0395  HISTORY     - 1949     GOOD             NGS
 JZ0395  HISTORY     - 1969     GOOD             NGS
 JZ0395  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0395  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0395
 JZ0395                          STATION DESCRIPTION
 JZ0395
 JZ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0395'AT CINCINNATI.
 JZ0395'AT CINCINNATI, AT THE INTERSECTION OF EASTERN AVENUE AND WALWORTH
 JZ0395'AVENUE AND DELTA AVENUE, ABOUT 45 YARDS NORTHEAST OF THE EAST
 JZ0395'END OF CENTER PIER OF PENNSYLVANIA RAILROAD OVERPASS OVER
 JZ0395'EASTERN AVENUE, 45.5 FEET NORTHEAST OF THE NORTHEAST CURB OF
 JZ0395'WALWORTH AVENUE, 24 FEET NORTHEAST OF A FIRE HYDRANT, 3 FEET
 JZ0395'NORTHWEST OF THE NORTHWEST CURB OF DELTA AVENUE, ABOUT LEVEL
 JZ0395'WITH THE CURB AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ0395'1 INCH.
 JZ0395
 JZ0395                          STATION RECOVERY (1969)
 JZ0395
 JZ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JZ0395'RECOVERED IN GOOD CONDITION.
 JZ0395
 JZ0395                          STATION RECOVERY (1984)
 JZ0395
 JZ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0395'NOT RECOVERED, A CONCRETE POST WAS FOUND AT THE DESCRIBED LOCATION
 JZ0395'WITH ONLY THE STEM OF A DISK REMAINING, CONSIDER DESTROYED.
 JZ0395
 JZ0395                          STATION RECOVERY (1985)
 JZ0395
 JZ0395'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6797 ***********************************************************************
 AI6797  DESIGNATION -  28A
 AI6797  PID         -  AI6797
 AI6797  STATE/COUNTY-  OH/CLINTON
 AI6797  USGS QUAD   -  NEW VIENNA (1960)
 AI6797
 AI6797                         *CURRENT SURVEY CONTROL
 AI6797  ___________________________________________________________________
 AI6797* NAD 83(1995)-  39 22 23.58730(N)    083 39 12.23416(W)     ADJUSTED  
 AI6797* NAVD 88     -       333.9    (meters)    1095.     (feet)  GPS OBS   
 AI6797  ___________________________________________________________________
 AI6797  X           -     545,791.400 (meters)                     COMP
 AI6797  Y           -  -4,907,120.749 (meters)                     COMP
 AI6797  Z           -   4,024,623.605 (meters)                     COMP
 AI6797  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 AI6797  ELLIP HEIGHT-         301.36  (meters)          (10/07/05) GPS OBS
 AI6797  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 AI6797
 AI6797  HORZ ORDER  -  FIRST
 AI6797  ELLP ORDER  -  THIRD     CLASS II
 AI6797
 AI6797.The horizontal coordinates were established by GPS observations
 AI6797.and adjusted by the National Geodetic Survey in August 2000..
 AI6797
 AI6797.The orthometric height was determined by GPS observations and a
 AI6797.high-resolution geoid model.
 AI6797
 AI6797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6797
 AI6797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6797
 AI6797.The ellipsoidal height was determined by GPS observations
 AI6797.and is referenced to NAD 83.
 AI6797
 AI6797.The geoid height was determined by GEOID03.
 AI6797
 AI6797;                    North         East     Units Scale Factor Converg.
 AI6797;SPC OH S     -   153,080.100   500,621.340   MT  0.99993593   -0 43 54.7
 AI6797;UTM  17      - 4,361,553.133   271,433.398   MT  1.00024328   -1 41 02.3
 AI6797
 AI6797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6797!SPC OH S     -   0.99995272  x   0.99993593  =   0.99988866
 AI6797!UTM  17      -   0.99995272  x   1.00024328  =   1.00019599
 AI6797
 AI6797|---------------------------------------------------------------------|
 AI6797| PID    Reference Object                     Distance      Geod. Az  |
 AI6797|                                                           dddmmss.s |
 AI6797| AI6767 28                                  349.244 METERS 07119     |
 AI6797|---------------------------------------------------------------------|
 AI6797
 AI6797                          SUPERSEDED SURVEY CONTROL
 AI6797
 AI6797  ELLIP H (08/02/00)  301.37   (m)                       GP(       ) 3 2
 AI6797
 AI6797.Superseded values are not recommended for survey control.
 AI6797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6797.See file dsdata.txt to determine how the superseded data were derived.
 AI6797
 AI6797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7143361553(NAD 83)
 AI6797_MARKER: DD = SURVEY DISK
 AI6797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6797_STAMPING: GPS 28A 2000
 AI6797_MARK LOGO: OH-027
 AI6797_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6797+STABILITY: SURFACE MOTION
 AI6797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6797+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6797
 AI6797  HISTORY     - Date     Condition        Report By
 AI6797  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6797
 AI6797                          STATION DESCRIPTION
 AI6797
 AI6797'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6797'THE STATION IS APPROXIMATELY 10.5 MI (16.9 KM) SOUTHEAST OF
 AI6797'WILMINGTON, 8.0 MI (12.9 KM) SOUTH OF SABINA, AND 4.1 MI (6.6 KM)
 AI6797'NORTHEAST OF NEW VIENNA.  THE STATION IS ON THE NORTH SIDE OF JOHNSON
 AI6797'RD NEAR THE EDGE OF A CULTIVATED FIELD APPROXIMATELY 0.8 MI (1.3 KM)
 AI6797'NORTHEAST OF THE INTERSECIOTN OF ANTIOCH RD AND JOHNSON RD.
 AI6797'TO REACH THE STATION FROM THE INTERSECTION OF SR 73 AND SR 729,
 AI6797'PROCEED NORTHEAST ON SR 729 FOR APPROXIMATELY 2.2 MI (3.5 KM) TO THE
 AI6797'INTERSECTION WITH ANTIOCH RD.  TURN RIGHT ONTO ANTIOCH RD AND PROCEED
 AI6797'EAST APPROXIMATELY 1.2 MI (1.9 KM) TO JOHNSON RD ON THE LEFT.  TURN
 AI6797'LEFT AND PROCEED NORTHEAST ON JOHNSON RD APPROXIMATELY 0.8 MI (1.3 KM)
 AI6797'TO THE STATION ON THE LEFT.
 AI6797'THE STATION IS LOCATED APPROXIMATELY 56.69 M (185.99 FT) FROM A POWER
 AI6797'POLE ON A MAGNETIC COMPASS AZIMUTH OF 268 DEGREES, 49.28 M (161.68 FT)
 AI6797'FROM A 1.09 M (3.58 FT) DIAMETER TREE ON A MAGNETIC COMPASS AZIMUTH OF
 AI6797'76 DEGREES, AND 4.97 M (16.31 FT) FROM THE CENTERLINE OF JOHNSON ROAD
 AI6797'ON A MAGNETIC COMPASS AZIMUTH OF 348 DEGREES.  THE STATION IS A
 AI6797'STANDARD CLINTON COUNTY SURVEY DISK AND IS SET IN A ROUND CONCRETE
 AI6797'MONUMENT AND STAMPED--GPS 28A 2000--RECESSED 0.2 FT (6.1 CM) BELOW
 AI6797'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2458 ***********************************************************************
 AB2458  DESIGNATION -  29
 AB2458  PID         -  AB2458
 AB2458  STATE/COUNTY-  OH/ATHENS
 AB2458  USGS QUAD   -  AMESVILLE (1994)
 AB2458
 AB2458                         *CURRENT SURVEY CONTROL
 AB2458  ___________________________________________________________________
 AB2458* NAD 83(1995)-  39 27 05.64070(N)    081 57 54.53011(W)     ADJUSTED  
 AB2458* NAVD 88     -       302.8    (meters)     993.     (feet)  GPS OBS   
 AB2458  ___________________________________________________________________
 AB2458  X           -     689,349.034 (meters)                     COMP
 AB2458  Y           -  -4,883,417.285 (meters)                     COMP
 AB2458  Z           -   4,031,323.561 (meters)                     COMP
 AB2458  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AB2458  ELLIP HEIGHT-         268.67  (meters)          (10/07/05) GPS OBS
 AB2458  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AB2458
 AB2458  HORZ ORDER  -  FIRST
 AB2458  ELLP ORDER  -  FOURTH    CLASS I
 AB2458
 AB2458.The horizontal coordinates were established by GPS observations
 AB2458.and adjusted by the National Geodetic Survey in April 1998..
 AB2458
 AB2458.The orthometric height was determined by GPS observations and a
 AB2458.high-resolution geoid model.
 AB2458
 AB2458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2458
 AB2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2458
 AB2458.The ellipsoidal height was determined by GPS observations
 AB2458.and is referenced to NAD 83.
 AB2458
 AB2458.The geoid height was determined by GEOID03.
 AB2458
 AB2458;                    North         East     Units Scale Factor Converg.
 AB2458;SPC OH S     -   161,279.651   646,033.238   MT  0.99993659   +0 20 21.7
 AB2458;UTM  17      - 4,367,333.837   416,959.263   MT  0.99968490   -0 36 47.9
 AB2458
 AB2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2458!SPC OH S     -   0.99995785  x   0.99993659  =   0.99989444
 AB2458!UTM  17      -   0.99995785  x   0.99968490  =   0.99964276
 AB2458
 AB2458                          SUPERSEDED SURVEY CONTROL
 AB2458
 AB2458  ELLIP H (04/01/98)  268.68   (m)                       GP(       ) 4 1
 AB2458  NAD 83(1986)-  39 27 05.64184(N)    081 57 54.53626(W) AD(       ) 1
 AB2458
 AB2458.Superseded values are not recommended for survey control.
 AB2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2458.See file dsdata.txt to determine how the superseded data were derived.
 AB2458
 AB2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1695967334(NAD 83)
 AB2458_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2458_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2458_STAMPING: 29 1995
 AB2458_MARK LOGO: ATHCE 
 AB2458_PROJECTION: FLUSH
 AB2458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2458+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2458_ROD/PIPE-DEPTH: 1    meters
 AB2458
 AB2458  HISTORY     - Date     Condition        Report By
 AB2458  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2458
 AB2458                          STATION DESCRIPTION
 AB2458
 AB2458'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2458'IN ATHENS COUNTY, OHIO, AMES TOWNSHIP, STATION IS LOCATED IN THE EAST
 AB2458'R/W OF C.R.  39 ABOUT 0.3 MI.SOUTH OF THE COUNTY LINE.  SET NEAR A
 AB2458'CLUMP OF JOHNSON GRASS, APPROXIMATELY 18.5 FT.EAST OF THE CENTER OF
 AB2458'THE ROAD, 199 FT.NORTHEAST OF A TELEPHONE POLE IN THE WEST R/W, AND
 AB2458'110 FT.SOUTHEAST OF A TELEPHONE POLE WHICH IS IN THE WEST R/W AND
 AB2458'NORTH OF THE PRECEDING POLE.  THE STATION IS FLUSH WITH THE GROUND. A
 AB2458'STATION SKETCH IS AVAILABLE THROUGH THE ATHENS.  CO.  ENG. OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6768 ***********************************************************************
 AI6768  DESIGNATION -  29
 AI6768  PID         -  AI6768
 AI6768  STATE/COUNTY-  OH/CLINTON
 AI6768  USGS QUAD   -  BLANCHESTER (1974)
 AI6768
 AI6768                         *CURRENT SURVEY CONTROL
 AI6768  ___________________________________________________________________
 AI6768* NAD 83(1995)-  39 17 43.20295(N)    083 53 17.21763(W)     ADJUSTED  
 AI6768* NAVD 88     -       298.8    (meters)     980.     (feet)  GPS OBS   
 AI6768  ___________________________________________________________________
 AI6768  X           -     526,265.019 (meters)                     COMP
 AI6768  Y           -  -4,914,737.916 (meters)                     COMP
 AI6768  Z           -   4,017,912.692 (meters)                     COMP
 AI6768  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 AI6768  ELLIP HEIGHT-         265.73  (meters)          (10/07/05) GPS OBS
 AI6768  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AI6768
 AI6768  HORZ ORDER  -  FIRST
 AI6768  ELLP ORDER  -  THIRD     CLASS II
 AI6768
 AI6768.The horizontal coordinates were established by GPS observations
 AI6768.and adjusted by the National Geodetic Survey in August 2000..
 AI6768
 AI6768.The orthometric height was determined by GPS observations and a
 AI6768.high-resolution geoid model.
 AI6768
 AI6768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6768
 AI6768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6768
 AI6768.The ellipsoidal height was determined by GPS observations
 AI6768.and is referenced to NAD 83.
 AI6768
 AI6768.The geoid height was determined by GEOID03.
 AI6768
 AI6768;                    North         East     Units Scale Factor Converg.
 AI6768;SPC OH S     -   144,719.389   480,266.238   MT  0.99993711   -0 52 50.8
 AI6768;UTM  17      - 4,353,528.374   250,934.867   MT  1.00036386   -1 49 48.1
 AI6768
 AI6768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6768!SPC OH S     -   0.99995831  x   0.99993711  =   0.99989542
 AI6768!UTM  17      -   0.99995831  x   1.00036386  =   1.00032216
 AI6768
 AI6768|---------------------------------------------------------------------|
 AI6768| PID    Reference Object                     Distance      Geod. Az  |
 AI6768|                                                           dddmmss.s |
 AI6768| AI6798 29A                                 280.256 METERS 05428     |
 AI6768|---------------------------------------------------------------------|
 AI6768
 AI6768                          SUPERSEDED SURVEY CONTROL
 AI6768
 AI6768  ELLIP H (08/02/00)  265.74   (m)                       GP(       ) 3 2
 AI6768
 AI6768.Superseded values are not recommended for survey control.
 AI6768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6768.See file dsdata.txt to determine how the superseded data were derived.
 AI6768
 AI6768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5093553528(NAD 83)
 AI6768_MARKER: DD = SURVEY DISK
 AI6768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6768_STAMPING: GPS 29 2000
 AI6768_MARK LOGO: OH-027
 AI6768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6768+STABILITY: SURFACE MOTION
 AI6768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6768+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6768
 AI6768  HISTORY     - Date     Condition        Report By
 AI6768  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6768
 AI6768                          STATION DESCRIPTION
 AI6768
 AI6768'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6768'THE STATION IS APPROXIMATELY 5.0 MI (8.0 KM) EAST OF BLANCHESTER, 4.5
 AI6768'MI (7.2 KM) SOUTHWEST OF MARTINSVILLE, AND 1.2 MI (1.9 KM) SOUTHEAST
 AI6768'OF MIDLAND.  THE STATION IS IN THE NORTHWEST QUADRANT AT THE
 AI6768'INTERSECTION OF HALES BRANCH RD AND FRAZIER RD.
 AI6768'TO REACH THE STATION FROM THE INTERSECTION OF US 68 AND SR 28
 AI6768'NORTHEAST OF BLANCHESTER, PROCEED NORTHEAST ON SR 28 FOR APPROXIMATELY
 AI6768'0.2 MI (0.3 KM) TO FRAZIER RD ON THE RIGHT.  TURN RIGHT AND PROCEED
 AI6768'SOUTHEAST ALONG FRAZIER RD APPROXIMATELY 1.5 MI (2.4 KM) TO HILLS
 AI6768'BRANCH RD TO THE STAION ON THE LEFT.
 AI6768'THE STATION IS LOCATED APPROXIMATELY 42.89 FT (13.07 M) SOUTHWEST OF
 AI6768'THE CENTERLINE OF FRAZIER RD, 30.54 FT (9.31 M) NORTHWEST OF THE
 AI6768'CENTERLINE OF HALES BRANCH RD, AND 28.21 FT (8.60 M) SOUTHEAST OF A
 AI6768'POWER POLE.  THE STATION IS A STANDARD CLINTON COUNTY SURVEY DISK SET
 AI6768'IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS 29 2000--RECESSED 0.2 FT
 AI6768'(6.1 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3236 ***********************************************************************
 MB3236  DESIGNATION -  29 A OM 890
 MB3236  PID         -  MB3236
 MB3236  STATE/COUNTY-  OH/CUYAHOGA
 MB3236  USGS QUAD   -  MAYFIELD HEIGHTS (1994)
 MB3236
 MB3236                         *CURRENT SURVEY CONTROL
 MB3236  ___________________________________________________________________
 MB3236* NAD 83(1995)-  41 31 12.35219(N)    081 25 25.59891(W)     ADJUSTED  
 MB3236* NAVD 88     -       314.6    (meters)    1032.     (feet)  GPS OBS   
 MB3236  ___________________________________________________________________
 MB3236  X           -     713,221.452 (meters)                     COMP
 MB3236  Y           -  -4,729,230.206 (meters)                     COMP
 MB3236  Z           -   4,206,029.745 (meters)                     COMP
 MB3236  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 MB3236  ELLIP HEIGHT-         280.55  (meters)          (10/07/05) GPS OBS
 MB3236  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 MB3236
 MB3236  HORZ ORDER  -  FIRST
 MB3236  ELLP ORDER  -  FOURTH    CLASS I
 MB3236
 MB3236.The horizontal coordinates were established by GPS observations
 MB3236.and adjusted by the National Geodetic Survey in April 1998..
 MB3236
 MB3236.The orthometric height was determined by GPS observations and a
 MB3236.high-resolution geoid model.
 MB3236
 MB3236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3236
 MB3236.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3236
 MB3236.The ellipsoidal height was determined by GPS observations
 MB3236.and is referenced to NAD 83.
 MB3236
 MB3236.The geoid height was determined by GEOID03.
 MB3236
 MB3236;                    North         East     Units Scale Factor Converg.
 MB3236;SPC OH N     -   206,373.849   689,827.719   MT  0.99997027   +0 42 25.3
 MB3236;UTM  17      - 4,596,582.151   464,641.256   MT  0.99961539   -0 16 51.3
 MB3236
 MB3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3236!SPC OH N     -   0.99995600  x   0.99997027  =   0.99992627
 MB3236!UTM  17      -   0.99995600  x   0.99961539  =   0.99957140
 MB3236
 MB3236                          SUPERSEDED SURVEY CONTROL
 MB3236
 MB3236  ELLIP H (04/01/98)  280.60   (m)                       GP(       ) 4 1
 MB3236  NAD 83(1986)-  41 31 12.36330(N)    081 25 25.59713(W) AD(       ) 1
 MB3236  NGVD 29 (11/06/91)  314.9    (m)         1033.     (f) GPS OBS        
 MB3236
 MB3236.Superseded values are not recommended for survey control.
 MB3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3236.See file dsdata.txt to determine how the superseded data were derived.
 MB3236
 MB3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6464196582(NAD 83)
 MB3236_MARKER: DD = SURVEY DISK
 MB3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3236_SP_SET: CONCRETE POST
 MB3236_STAMPING: OM 890
 MB3236_MARK LOGO: CRGS  
 MB3236_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3236+STABILITY: SURFACE MOTION
 MB3236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3236+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1992
 MB3236
 MB3236  HISTORY     - Date     Condition        Report By
 MB3236  HISTORY     - UNK      MONUMENTED
 MB3236  HISTORY     - 19900326 GOOD             AEROS
 MB3236  HISTORY     - 19921208 GOOD             HOLDEN
 MB3236
 MB3236                          STATION DESCRIPTION
 MB3236
 MB3236'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3236'THE STATION IS LOCATED 1.8 KM (1.10 MI) EAST OF INTERSTATE 271, ABOUT
 MB3236'2.7 KM (1.70 MI) WEST OF THE CUYAHOGA COUNTY LINE, AT THE INTERSECTION
 MB3236'OF OLD MILL ROAD/WESTBOUND AND GATES MILL BLVD.
 MB3236'TO REACH FROM THE INTERSECTION OF INTERSTATE 271 AND CEDAR ROAD, GO
 MB3236'EAST FOR 2.6 KM (1.60 MI) ON CEDAR ROAD TO GATES MILL BLVD.  TURN LEFT
 MB3236'AND GO NORTHEAST FOR 3.4 KM (2.10 MI) ON GATES MILL BLVD. TO THE
 MB3236'ISLAND AT OLD MILL ROAD AND THE STATION.
 MB3236'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13 CM DIAMETER CONCRETE
 MB3236'MONUMENT RECESSED 7.5 CM BELOW THE GROUND ENCASED IN A ROUND IRON
 MB3236'MONUMENT BOX.  LOCATED AT THE NORTHWEST CORNER OF THE ISLAND, 121.92 M
 MB3236'(400.0 FT) SOUTH OF THE CENTERLINE OF MAYFIELD ROAD, 0.74 M (2.4 FT)
 MB3236'SOUTH OF THE SOUTH CURB OF OLD MILL ROAD, 9.71 M (31.9 FT) SOUTH OF
 MB3236'THE CENTERLINE OF OLD MILL ROAD, 16.30 M (53.5 FT) NORTH OF THE
 MB3236'CENTERLINE OF GATES MILL BLVD/WESTBOUND.
 MB3236
 MB3236                          STATION RECOVERY (1992)
 MB3236
 MB3236'RECOVERY NOTE BY HOLDEN GPS 1992
 MB3236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0394 ***********************************************************************
 JZ0394  DESIGNATION -  293
 JZ0394  PID         -  JZ0394
 JZ0394  STATE/COUNTY-  OH/HAMILTON
 JZ0394  USGS QUAD   -  NEWPORT (1987)
 JZ0394
 JZ0394                         *CURRENT SURVEY CONTROL
 JZ0394  ___________________________________________________________________
 JZ0394* NAD 83(1986)-  39 07 18.     (N)    084 27 02.     (W)     SCALED    
 JZ0394* NAVD 88     -       151.329  (meters)     496.49   (feet)  ADJUSTED  
 JZ0394  ___________________________________________________________________
 JZ0394  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0394  DYNAMIC HT  -         151.233 (meters)     496.17  (feet)  COMP
 JZ0394  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 JZ0394
 JZ0394  VERT ORDER  -  FIRST     CLASS II
 JZ0394
 JZ0394.The horizontal coordinates were scaled from a topographic map and have
 JZ0394.an estimated accuracy of +/- 6 seconds.
 JZ0394
 JZ0394.The orthometric height was determined by differential leveling
 JZ0394.and adjusted by the National Geodetic Survey in March 1993..
 JZ0394
 JZ0394.The geoid height was determined by GEOID03.
 JZ0394
 JZ0394.The dynamic height is computed by dividing the NAVD 88
 JZ0394.geopotential number by the normal gravity value computed on the
 JZ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0394.degrees latitude (g = 980.6199 gals.).
 JZ0394
 JZ0394.The modeled gravity was interpolated from observed gravity values.
 JZ0394
 JZ0394;                    North         East    Units  Estimated Accuracy
 JZ0394;SPC OH S     -   126,340.      431,340.      MT  (+/- 180 meters Scaled)
 JZ0394
 JZ0394                          SUPERSEDED SURVEY CONTROL
 JZ0394
 JZ0394  NAVD 88 (06/15/91)  151.353  (m)          496.56   (f) UNKNOWN     1 2
 JZ0394  NGVD 29 (06/03/91)  151.527  (m)          497.13   (f) ADJUSTED    1 2
 JZ0394
 JZ0394.Superseded values are not recommended for survey control.
 JZ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0394.See file dsdata.txt to determine how the superseded data were derived.
 JZ0394
 JZ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ203333(NAD 83)
 JZ0394_MARKER: DD = SURVEY DISK
 JZ0394_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0394_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0394_STAMPING: 293
 JZ0394_MARK LOGO: OH1610
 JZ0394_PROJECTION: RECESSED 5 CENTIMETERS
 JZ0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0394
 JZ0394  HISTORY     - Date     Condition        Report By
 JZ0394  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0394  HISTORY     - 1949     GOOD             NGS
 JZ0394  HISTORY     - 1984     GOOD             NGS
 JZ0394  HISTORY     - 1986     GOOD             LOCSUR
 JZ0394  HISTORY     - 19900419 GOOD             WOOLPT
 JZ0394  HISTORY     - 20060507 GOOD             GEOCAC
 JZ0394
 JZ0394                          STATION DESCRIPTION
 JZ0394
 JZ0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0394'AT CINCINNATI.
 JZ0394'AT CINCINNATI, AT THE INTERSECTION OF EASTERN AVENUE AND CORBIN
 JZ0394'STREET, ABOUT 60 YARDS NORTH-NORTHEAST OF AND ACROSS EASTERN
 JZ0394'AVENUE FROM A LARGE GAS TANK OF THE CINCINNATI GAS WORKS, 7
 JZ0394'FEET SOUTH OF STONE MASONRY RETAINING WALL OF RAILROAD FILL,
 JZ0394'1.1 FEET NORTH OF THE NORTH CURB OF EASTERN AVENUE, ABOUT LEVEL
 JZ0394'WITH THE CURB AND SET IN THE TOP OF A CONCRETE POST 3 INCHES
 JZ0394'UNDERGROUND.
 JZ0394
 JZ0394                          STATION RECOVERY (1984)
 JZ0394
 JZ0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0394'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN CINCINNATI,
 JZ0394'AT THE JUNCTION OF EASTERN AVENUE AND CORBIN STREET AND IN LINE WITH
 JZ0394'THE CENTER OF CORBIN STREET, 0.30 METER (1.0 FT) NORTH-NORTHEAST OF
 JZ0394'THE NORTH CURB OF EASTERN AVENUE, 2.44 METERS (8.0 FT) SOUTH-SOUTHWEST
 JZ0394'OF A STONE RETAINING WALL OF A RAILROAD FILL.
 JZ0394'THE MARK IS 0.41 METERS  SSW FROM  A WITNESS POST
 JZ0394'THE MARK IS ABOVE LEVEL WITH EASTERN AVENUE.
 JZ0394
 JZ0394                          STATION RECOVERY (1986)
 JZ0394
 JZ0394'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 JZ0394'RECOVERED IN GOOD CONDITION.
 JZ0394
 JZ0394                          STATION RECOVERY (1990)
 JZ0394
 JZ0394'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0394'RECOVERED IN GOOD CONDITION.
 JZ0394
 JZ0394                          STATION RECOVERY (2006)
 JZ0394
 JZ0394'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0423 ***********************************************************************
 JZ0423  DESIGNATION -  297
 JZ0423  PID         -  JZ0423
 JZ0423  STATE/COUNTY-  OH/HAMILTON
 JZ0423  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0423
 JZ0423                         *CURRENT SURVEY CONTROL
 JZ0423  ___________________________________________________________________
 JZ0423* NAD 83(1986)-  39 09 33.     (N)    084 26 16.     (W)     SCALED    
 JZ0423* NAVD 88     -       178.320  (meters)     585.04   (feet)  ADJUSTED  
 JZ0423  ___________________________________________________________________
 JZ0423  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0423  DYNAMIC HT  -         178.207 (meters)     584.67  (feet)  COMP
 JZ0423  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 JZ0423
 JZ0423  VERT ORDER  -  FIRST     CLASS II
 JZ0423
 JZ0423.The horizontal coordinates were scaled from a topographic map and have
 JZ0423.an estimated accuracy of +/- 6 seconds.
 JZ0423
 JZ0423.The orthometric height was determined by differential leveling
 JZ0423.and adjusted by the National Geodetic Survey in June 1991..
 JZ0423
 JZ0423.The geoid height was determined by GEOID03.
 JZ0423
 JZ0423.The dynamic height is computed by dividing the NAVD 88
 JZ0423.geopotential number by the normal gravity value computed on the
 JZ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0423.degrees latitude (g = 980.6199 gals.).
 JZ0423
 JZ0423.The modeled gravity was interpolated from observed gravity values.
 JZ0423
 JZ0423;                    North         East    Units  Estimated Accuracy
 JZ0423;SPC OH S     -   130,480.      432,540.      MT  (+/- 180 meters Scaled)
 JZ0423
 JZ0423                          SUPERSEDED SURVEY CONTROL
 JZ0423
 JZ0423  NGVD 29 (??/??/92)  178.493  (m)          585.61   (f) ADJ UNCH    1 2
 JZ0423
 JZ0423.Superseded values are not recommended for survey control.
 JZ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0423.See file dsdata.txt to determine how the superseded data were derived.
 JZ0423
 JZ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ213375(NAD 83)
 JZ0423_MARKER: DB = BENCH MARK DISK
 JZ0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0423_SP_SET: OVERPASS
 JZ0423_STAMPING: 297
 JZ0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0423
 JZ0423  HISTORY     - Date     Condition        Report By
 JZ0423  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0423  HISTORY     - 1947     GOOD             NGS
 JZ0423
 JZ0423                          STATION DESCRIPTION
 JZ0423
 JZ0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0423'AT CINCINNATI.
 JZ0423'ABOUT 0.4 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0423'THE STATION AT EAST NORWOOD, HAMILTON COUNTY, ABOUT 72 FEET
 JZ0423'SOUTH OF THE NORTHEAST RAIL OF THE MAIN TRACK, AT AN OVERPASS OVER
 JZ0423'DUCK CREEK ROAD, 36 FEET SOUTH OF THE SOUTHWEST WING WALL, 15
 JZ0423'FEET WEST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTH OF THE
 JZ0423'NORTHEAST CORNER OF A PICKET FENCE, AND ABOUT 25 FEET LOWER THAN
 JZ0423'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0521 ***********************************************************************
 JZ0521  DESIGNATION -  298
 JZ0521  PID         -  JZ0521
 JZ0521  STATE/COUNTY-  OH/HAMILTON
 JZ0521  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0521
 JZ0521                         *CURRENT SURVEY CONTROL
 JZ0521  ___________________________________________________________________
 JZ0521* NAD 83(1986)-  39 09 52.     (N)    084 25 54.     (W)     SCALED    
 JZ0521* NAVD 88     -       172.296  (meters)     565.27   (feet)  ADJUSTED  
 JZ0521  ___________________________________________________________________
 JZ0521  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0521  DYNAMIC HT  -         172.187 (meters)     564.92  (feet)  COMP
 JZ0521  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 JZ0521
 JZ0521  VERT ORDER  -  FIRST     CLASS II
 JZ0521
 JZ0521.The horizontal coordinates were scaled from a topographic map and have
 JZ0521.an estimated accuracy of +/- 6 seconds.
 JZ0521
 JZ0521.The orthometric height was determined by differential leveling
 JZ0521.and adjusted by the National Geodetic Survey in June 1991..
 JZ0521
 JZ0521.The geoid height was determined by GEOID03.
 JZ0521
 JZ0521.The dynamic height is computed by dividing the NAVD 88
 JZ0521.geopotential number by the normal gravity value computed on the
 JZ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0521.degrees latitude (g = 980.6199 gals.).
 JZ0521
 JZ0521.The modeled gravity was interpolated from observed gravity values.
 JZ0521
 JZ0521;                    North         East    Units  Estimated Accuracy
 JZ0521;SPC OH S     -   131,050.      433,080.      MT  (+/- 180 meters Scaled)
 JZ0521
 JZ0521                          SUPERSEDED SURVEY CONTROL
 JZ0521
 JZ0521  NGVD 29 (??/??/92)  172.469  (m)          565.84   (f) ADJ UNCH    1 2
 JZ0521
 JZ0521.Superseded values are not recommended for survey control.
 JZ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0521.See file dsdata.txt to determine how the superseded data were derived.
 JZ0521
 JZ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ218381(NAD 83)
 JZ0521_MARKER: DD = SURVEY DISK
 JZ0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0521_STAMPING: 298
 JZ0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0521+STABILITY: SURFACE MOTION
 JZ0521
 JZ0521  HISTORY     - Date     Condition        Report By
 JZ0521  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0521  HISTORY     - 1947     GOOD             NGS
 JZ0521
 JZ0521                          STATION DESCRIPTION
 JZ0521
 JZ0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0521'AT SILVERTON.
 JZ0521'LESTER ROAD AND DUCK CREEK ROAD.  NORTHEAST CORNER.  DISK ON
 JZ0521'MONUMENT ON EAST SIDE OF LESTER ROAD, 235 FEET NORTH OF THE
 JZ0521'CENTERLINE OF DUCK CREEK ROAD AND 22.5 FEET EAST OF THE
 JZ0521'CENTERLINE OF THE CONCRETE SLAB ON LESTER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0522 ***********************************************************************
 JZ0522  DESIGNATION -  299
 JZ0522  PID         -  JZ0522
 JZ0522  STATE/COUNTY-  OH/HAMILTON
 JZ0522  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0522
 JZ0522                         *CURRENT SURVEY CONTROL
 JZ0522  ___________________________________________________________________
 JZ0522* NAD 83(1986)-  39 10 18.     (N)    084 25 57.     (W)     SCALED    
 JZ0522* NAVD 88     -       198.215  (meters)     650.31   (feet)  ADJUSTED  
 JZ0522  ___________________________________________________________________
 JZ0522  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0522  DYNAMIC HT  -         198.089 (meters)     649.90  (feet)  COMP
 JZ0522  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 JZ0522
 JZ0522  VERT ORDER  -  FIRST     CLASS II
 JZ0522
 JZ0522.The horizontal coordinates were scaled from a topographic map and have
 JZ0522.an estimated accuracy of +/- 6 seconds.
 JZ0522
 JZ0522.The orthometric height was determined by differential leveling
 JZ0522.and adjusted by the National Geodetic Survey in June 1991..
 JZ0522
 JZ0522.The geoid height was determined by GEOID03.
 JZ0522
 JZ0522.The dynamic height is computed by dividing the NAVD 88
 JZ0522.geopotential number by the normal gravity value computed on the
 JZ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0522.degrees latitude (g = 980.6199 gals.).
 JZ0522
 JZ0522.The modeled gravity was interpolated from observed gravity values.
 JZ0522
 JZ0522;                    North         East    Units  Estimated Accuracy
 JZ0522;SPC OH S     -   131,860.      433,020.      MT  (+/- 180 meters Scaled)
 JZ0522
 JZ0522                          SUPERSEDED SURVEY CONTROL
 JZ0522
 JZ0522  NGVD 29 (??/??/92)  198.389  (m)          650.88   (f) ADJ UNCH    1 2
 JZ0522
 JZ0522.Superseded values are not recommended for survey control.
 JZ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0522.See file dsdata.txt to determine how the superseded data were derived.
 JZ0522
 JZ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ218389(NAD 83)
 JZ0522_MARKER: DD = SURVEY DISK
 JZ0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0522_STAMPING: 299
 JZ0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0522+STABILITY: SURFACE MOTION
 JZ0522
 JZ0522  HISTORY     - Date     Condition        Report By
 JZ0522  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0522  HISTORY     - 1947     GOOD             NGS
 JZ0522
 JZ0522                          STATION DESCRIPTION
 JZ0522
 JZ0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0522'AT SILVERTON.
 JZ0522'LESTER ROAD AND DELMAR ROAD.  NORTHEAST CORNER.  DISK ON
 JZ0522'MONUMENT BETWEEN CURB AND WALK ON THE NORTH SIDE OF DELMAR ROAD,
 JZ0522'14.8 FEET EAST OF THE EAST CURB LINE OF LESTER ROAD AND 5.2 FEET
 JZ0522'NORTH OF THE NORTH EDGE OF PAVEMENT OF DELMAR ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0016 ***********************************************************************
 JZ0016  DESIGNATION -  29.94
 JZ0016  PID         -  JZ0016
 JZ0016  STATE/COUNTY-  OH/MONTGOMERY
 JZ0016  USGS QUAD   -  BROOKVILLE (1987)
 JZ0016
 JZ0016                         *CURRENT SURVEY CONTROL
 JZ0016  ___________________________________________________________________
 JZ0016* NAD 83(1986)-  39 50 32.     (N)    084 25 25.     (W)     SCALED    
 JZ0016* NAVD 88     -       311.630  (meters)    1022.41   (feet)  ADJUSTED  
 JZ0016  ___________________________________________________________________
 JZ0016  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JZ0016  DYNAMIC HT  -         311.457 (meters)    1021.84  (feet)  COMP
 JZ0016  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 JZ0016
 JZ0016  VERT ORDER  -  SECOND    CLASS 0
 JZ0016
 JZ0016.The horizontal coordinates were scaled from a topographic map and have
 JZ0016.an estimated accuracy of +/- 6 seconds.
 JZ0016
 JZ0016.The orthometric height was determined by differential leveling
 JZ0016.and adjusted by the National Geodetic Survey in June 1991..
 JZ0016
 JZ0016.The geoid height was determined by GEOID03.
 JZ0016
 JZ0016.The dynamic height is computed by dividing the NAVD 88
 JZ0016.geopotential number by the normal gravity value computed on the
 JZ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0016.degrees latitude (g = 980.6199 gals.).
 JZ0016
 JZ0016.The modeled gravity was interpolated from observed gravity values.
 JZ0016
 JZ0016;                    North         East    Units  Estimated Accuracy
 JZ0016;SPC OH S     -   206,270.      435,380.      MT  (+/- 180 meters Scaled)
 JZ0016
 JZ0016                          SUPERSEDED SURVEY CONTROL
 JZ0016
 JZ0016  NGVD 29 (??/??/92)  311.802  (m)         1022.97   (f) ADJ UNCH    2 0
 JZ0016
 JZ0016.Superseded values are not recommended for survey control.
 JZ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0016.See file dsdata.txt to determine how the superseded data were derived.
 JZ0016
 JZ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK204134(NAD 83)
 JZ0016_MARKER: B = BOLT
 JZ0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0016_SP_SET: ABUTMENT
 JZ0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0016+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 JZ0016
 JZ0016  HISTORY     - Date     Condition        Report By
 JZ0016  HISTORY     - UNK      MONUMENTED       PRR
 JZ0016  HISTORY     - 1947     GOOD             NGS
 JZ0016  HISTORY     - 20041118 GOOD             INDIV
 JZ0016
 JZ0016                          STATION DESCRIPTION
 JZ0016
 JZ0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0016'0.9 MI NW FROM BROOKVILLE.
 JZ0016'0.9 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ0016'STATION AT BROOKVILLE, ABOUT 0.1 MILE SOUTHEAST OF THE CROSSING
 JZ0016'OF STATE HIGHWAY 311, 110 YARDS SOUTHEAST OF MILE POST 30,
 JZ0016'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT
 JZ0016'OF A 24-FOOT CONCRETE BRIDGE NO. 29/94, 11.4 FEET NORTHEAST
 JZ0016'OF THE NORTHEAST RAIL, 1.2 FEET NORTHEAST OF THE HEAD WALL,
 JZ0016'AND ABOUT 2 FEET BELOW THE TRACK.
 JZ0016
 JZ0016                          STATION RECOVERY (2004)
 JZ0016
 JZ0016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0016'MONUMENT IS LOCATED ON THE BIKE PATH AND APPROXIMATELY 0.1 MILES SE.
 JZ0016'OF INTERSECTION OF BIKE PATH WITH ARLINGTON RD. IN BROOKVILLE. BOLT IS
 JZ0016'SET IN SE. WINGWALL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0017 ***********************************************************************
 JZ0017  DESIGNATION -  29.94 A
 JZ0017  PID         -  JZ0017
 JZ0017  STATE/COUNTY-  OH/MONTGOMERY
 JZ0017  USGS QUAD   -  BROOKVILLE (1987)
 JZ0017
 JZ0017                         *CURRENT SURVEY CONTROL
 JZ0017  ___________________________________________________________________
 JZ0017* NAD 83(1986)-  39 50 32.     (N)    084 25 24.     (W)     SCALED    
 JZ0017* NAVD 88     -       312.01   (+/-2cm)    1023.7    (feet)  VERTCON   
 JZ0017  ___________________________________________________________________
 JZ0017  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JZ0017
 JZ0017  VERT ORDER  -  ? (See Below)
 JZ0017
 JZ0017.The horizontal coordinates were scaled from a topographic map and have
 JZ0017.an estimated accuracy of +/- 6 seconds.
 JZ0017
 JZ0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ0017.The vertical order pertains to the NGVD 29 superseded value.
 JZ0017
 JZ0017.The geoid height was determined by GEOID03.
 JZ0017
 JZ0017;                    North         East    Units  Estimated Accuracy
 JZ0017;SPC OH S     -   206,270.      435,400.      MT  (+/- 180 meters Scaled)
 JZ0017
 JZ0017                          SUPERSEDED SURVEY CONTROL
 JZ0017
 JZ0017  NGVD 29 (??/??/92)  312.186  (m)         1024.23   (f) ADJ UNCH    ?  
 JZ0017
 JZ0017.Superseded values are not recommended for survey control.
 JZ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0017.See file dsdata.txt to determine how the superseded data were derived.
 JZ0017
 JZ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK204134(NAD 83)
 JZ0017_MARKER: Q = CHISELED SQUARE
 JZ0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0017_SP_SET: BRIDGE
 JZ0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0017
 JZ0017  HISTORY     - Date     Condition        Report By
 JZ0017  HISTORY     - UNK      MONUMENTED       PRR
 JZ0017  HISTORY     - 1957     GOOD             NGS
 JZ0017
 JZ0017                          STATION DESCRIPTION
 JZ0017
 JZ0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JZ0017'0.9 MI NW FROM BROOKVILLE.
 JZ0017'0.9 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ0017'STATION AT BROOKVILLE, ABOUT 0.1 MILE SOUTHEAST OF THE CROSSING
 JZ0017'OF STATE HIGHWAY 311, 100 YARDS SOUTHEAST OF MILE POST 30, IN
 JZ0017'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEAD WALL OF A
 JZ0017'24-FOOT CONCRETE BRIDGE NO. 29/94, 0.1 FOOT EAST OF THE WEST
 JZ0017'CORNER, 10 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1
 JZ0017'FOOT BELOW THE TRACK.  A 1 1/2-INCH OUTLINE SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6798 ***********************************************************************
 AI6798  DESIGNATION -  29A
 AI6798  PID         -  AI6798
 AI6798  STATE/COUNTY-  OH/CLINTON
 AI6798  USGS QUAD   -  BLANCHESTER (1974)
 AI6798
 AI6798                         *CURRENT SURVEY CONTROL
 AI6798  ___________________________________________________________________
 AI6798* NAD 83(1995)-  39 17 48.48435(N)    083 53 07.69978(W)     ADJUSTED  
 AI6798* NAVD 88     -       299.1    (meters)     981.     (feet)  GPS OBS   
 AI6798  ___________________________________________________________________
 AI6798  X           -     526,480.842 (meters)                     COMP
 AI6798  Y           -  -4,914,611.303 (meters)                     COMP
 AI6798  Z           -   4,018,038.946 (meters)                     COMP
 AI6798  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 AI6798  ELLIP HEIGHT-         266.05  (meters)          (10/07/05) GPS OBS
 AI6798  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AI6798
 AI6798  HORZ ORDER  -  FIRST
 AI6798  ELLP ORDER  -  THIRD     CLASS II
 AI6798
 AI6798.The horizontal coordinates were established by GPS observations
 AI6798.and adjusted by the National Geodetic Survey in August 2000..
 AI6798
 AI6798.The orthometric height was determined by GPS observations and a
 AI6798.high-resolution geoid model.
 AI6798
 AI6798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6798
 AI6798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6798
 AI6798.The ellipsoidal height was determined by GPS observations
 AI6798.and is referenced to NAD 83.
 AI6798
 AI6798.The geoid height was determined by GEOID03.
 AI6798
 AI6798;                    North         East     Units Scale Factor Converg.
 AI6798;SPC OH S     -   144,878.732   480,496.767   MT  0.99993707   -0 52 44.8
 AI6798;UTM  17      - 4,353,683.942   251,168.103   MT  1.00036243   -1 49 42.3
 AI6798
 AI6798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6798!SPC OH S     -   0.99995826  x   0.99993707  =   0.99989533
 AI6798!UTM  17      -   0.99995826  x   1.00036243  =   1.00032068
 AI6798
 AI6798|---------------------------------------------------------------------|
 AI6798| PID    Reference Object                     Distance      Geod. Az  |
 AI6798|                                                           dddmmss.s |
 AI6798| AI6768 29                                  280.256 METERS 23428     |
 AI6798|---------------------------------------------------------------------|
 AI6798
 AI6798                          SUPERSEDED SURVEY CONTROL
 AI6798
 AI6798  ELLIP H (08/02/00)  266.06   (m)                       GP(       ) 3 2
 AI6798
 AI6798.Superseded values are not recommended for survey control.
 AI6798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6798.See file dsdata.txt to determine how the superseded data were derived.
 AI6798
 AI6798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5116853684(NAD 83)
 AI6798_MARKER: DD = SURVEY DISK
 AI6798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6798_STAMPING: GPS 29A 2000
 AI6798_MARK LOGO: OH-027
 AI6798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6798+STABILITY: SURFACE MOTION
 AI6798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6798+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6798
 AI6798  HISTORY     - Date     Condition        Report By
 AI6798  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6798
 AI6798                          STATION DESCRIPTION
 AI6798
 AI6798'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6798'THE STATION IS APPROXIMATELY 5.0 MI (8.0 KM) EAST OF BLANCHESTER, 4.5
 AI6798'MI (7.2 KM) SOUTHWEST OF MARTINSVILLE, AND 1.2 MI (1.9 KM) SOUTHEAST
 AI6798'OF MIDLAND.  THE STATION IS ON THE SOUTH SIDE OF HALES BRANCH ROAD
 AI6798'ACROSS THE ROAD AND SOUTHEAST OF HOUSE NUMBER 1313.
 AI6798'TO REACH THE STATION FROM THE INTERSECTION OF US 68 AND SR 28
 AI6798'NORTHEAST OF BLANCHESTER, PROCEED NORTHEAST ON SR 28 FOR APPROXIMATELY
 AI6798'0.2 MI (0.3 KM) TO FRAZIER RD ON THE RIGHT.  TURN RIGHT AND PROCEED
 AI6798'SOUTHEAST ALONG FRAZIER RD APPROXIMATELY 1.5 MI (2.4 KM) TO THE
 AI6798'INTERSECTION OF HILLS BRANCH RD.  TURN LEFT ONTO HILLS BRANCH AND
 AI6798'PROCEED NORTHEAST APPROXIMATELY 0.2 MI (0.3 KM) TO THE STATION ON THE
 AI6798'RIGHT.
 AI6798'THE STATION IS LOCATED APPROXIMATELY 75.3 FT (23.0 M) SOUTH-SOUTHWEST
 AI6798'OF A POWER POLE ON THE NORTH SIDE OF HALES BRANCH ROAD, 67.5 FT (20.6
 AI6798'M) EAST OF THE MAILBOX FOR HOUSE NUMBER 1313, 67.4 FT (20.5 M)
 AI6798'NORTHEAST OF THE END OF THE WEST END OF THE GUARDRAIL, 15.5 FT (4.7 M)
 AI6798'SOUTHEAST OF THE CENTERLINE OF HALES BRANCH ROAD, AND 0.7 FT (21.3 CM)
 AI6798'FROM A WITNESS POST.  THE STATION IS A STANDARD CLINTON COUNTY SURVEY
 AI6798'DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS 29A
 AI6798'2000-RECESSED 0.2 FT (6.1 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6771 ***********************************************************************
 AI6771  DESIGNATION -  2A
 AI6771  PID         -  AI6771
 AI6771  STATE/COUNTY-  OH/CLINTON
 AI6771  USGS QUAD   -  PORT WILLIAM (1981)
 AI6771
 AI6771                         *CURRENT SURVEY CONTROL
 AI6771  ___________________________________________________________________
 AI6771* NAD 83(1995)-  39 33 30.90893(N)    083 50 53.46042(W)     ADJUSTED  
 AI6771* NAVD 88     -       307.2    (meters)    1008.     (feet)  GPS OBS   
 AI6771  ___________________________________________________________________
 AI6771  X           -     527,701.705 (meters)                     COMP
 AI6771  Y           -  -4,895,920.666 (meters)                     COMP
 AI6771  Z           -   4,040,495.160 (meters)                     COMP
 AI6771  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AI6771  ELLIP HEIGHT-         274.32  (meters)          (10/07/05) GPS OBS
 AI6771  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AI6771
 AI6771  HORZ ORDER  -  FIRST
 AI6771  ELLP ORDER  -  THIRD     CLASS II
 AI6771
 AI6771.The horizontal coordinates were established by GPS observations
 AI6771.and adjusted by the National Geodetic Survey in August 2000..
 AI6771
 AI6771.The orthometric height was determined by GPS observations and a
 AI6771.high-resolution geoid model.
 AI6771
 AI6771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6771
 AI6771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6771
 AI6771.The ellipsoidal height was determined by GPS observations
 AI6771.and is referenced to NAD 83.
 AI6771
 AI6771.The geoid height was determined by GEOID03.
 AI6771
 AI6771;                    North         East     Units Scale Factor Converg.
 AI6771;SPC OH S     -   173,889.262   484,146.742   MT  0.99994052   -0 51 19.6
 AI6771;UTM  17      - 4,382,641.602   255,302.476   MT  1.00033726   -1 48 53.3
 AI6771
 AI6771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6771!SPC OH S     -   0.99995696  x   0.99994052  =   0.99989749
 AI6771!UTM  17      -   0.99995696  x   1.00033726  =   1.00029421
 AI6771
 AI6771|---------------------------------------------------------------------|
 AI6771| PID    Reference Object                     Distance      Geod. Az  |
 AI6771|                                                           dddmmss.s |
 AI6771| AI6741 2                                   308.754 METERS 00613     |
 AI6771|---------------------------------------------------------------------|
 AI6771
 AI6771                          SUPERSEDED SURVEY CONTROL
 AI6771
 AI6771  ELLIP H (08/02/00)  274.38   (m)                       GP(       ) 3 2
 AI6771
 AI6771.Superseded values are not recommended for survey control.
 AI6771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6771.See file dsdata.txt to determine how the superseded data were derived.
 AI6771
 AI6771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5530282642(NAD 83)
 AI6771_MARKER: DD = SURVEY DISK
 AI6771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6771_STAMPING: GPS 2A 2000
 AI6771_MARK LOGO: OH-027
 AI6771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6771+STABILITY: SURFACE MOTION
 AI6771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6771+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6771
 AI6771  HISTORY     - Date     Condition        Report By
 AI6771  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6771
 AI6771                          STATION DESCRIPTION
 AI6771
 AI6771'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6771'THE STATION IS LOCATED APPROXIMATELY 7.8 MI (12.6 KM) NORTH OF
 AI6771'WILMINGTON, APPROXIMATELY 8.2 MI (13.2 KM) SOUTHEAST OF XENIA, AND
 AI6771'APPROXIMATELY 3.5 MI (5.6 KM) WEST OF PORT WILLIAM.  THE STATION IS
 AI6771'APPROXIMATELY 0.2 MI (0.3 KM) SOUTH OF THE CLINTON/GREENE COUNTY LINE
 AI6771'ON THE EAST SIDE OF US ROUTE 68.
 AI6771'TO REACH THE STATION FROM CITY HALL IN WILMINGTON, PROCEED EAST ALONG
 AI6771'WEST LOCUST STREET FOR ONE BLOCK.  TURN LEFT AND PROCEED NORTH THEN
 AI6771'NORTHWESTERLY ALONG US ROUTE 68 FOR APPROXIMATELY 7.8 MILES (12.6 KM)
 AI6771'TO THE STATION ON THE RIGHT.  TO REACH THE STATION FROM THE COURT
 AI6771'HOUSE IN XENIA, PROCEED SOUTH THE SOUTHEATERLY ALONG US ROUTE 68
 AI6771'APPROXIMATELY 8.2 MILES (13.2 KM) TO THE STATION ON THE LEFT.
 AI6771'THE STATION IS LOCATED 137 FT (41.8 M) SOUTH-SOUTHEAST OF A LONE TREE,
 AI6771'32 FT (9.8 M) WEST OF THE CENTER LINE TO US ROUTE 68, AND 30 FT (9.1
 AI6771'M) NORTHEAST OF A CULVERT.  A STANDARD CLINTON COUNTY GPS DISK SET IN
 AI6771'A ROUND CONCRETE MONUMENT AND STAMPED--GPS 2A 2000-RECESSED 0.2 FT
 AI6771'(6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6041 ***********************************************************************
 AB6041  DESIGNATION -  2D7 B
 AB6041  PID         -  AB6041
 AB6041  STATE/COUNTY-  OH/STARK
 AB6041  USGS QUAD   -  NAVARRE (1994)
 AB6041
 AB6041                         *CURRENT SURVEY CONTROL
 AB6041  ___________________________________________________________________
 AB6041* NAD 83(1995)-  40 38 47.61586(N)    081 33 01.23812(W)     ADJUSTED  
 AB6041* NAVD 88     -       295.8    (meters)     970.     (feet)  GPS OBS   
 AB6041  ___________________________________________________________________
 AB6041  X           -     712,138.833 (meters)                     COMP
 AB6041  Y           -  -4,793,842.368 (meters)                     COMP
 AB6041  Z           -   4,132,892.898 (meters)                     COMP
 AB6041  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AB6041  ELLIP HEIGHT-         262.59  (meters)          (03/08/05) GPS OBS
 AB6041  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 AB6041
 AB6041  HORZ ORDER  -  THIRD
 AB6041  ELLP ORDER  -  FOURTH    CLASS II
 AB6041
 AB6041.This mark is at Beach City Airport (2D7)
 AB6041
 AB6041.The horizontal coordinates were established by GPS observations
 AB6041.and adjusted by the National Geodetic Survey in August 1996..
 AB6041
 AB6041.The orthometric height was determined by GPS observations and a
 AB6041.high-resolution geoid model.
 AB6041
 AB6041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6041
 AB6041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6041
 AB6041.The ellipsoidal height was determined by GPS observations
 AB6041.and is referenced to NAD 83.
 AB6041
 AB6041.The geoid height was determined by GEOID03.
 AB6041
 AB6041;                    North         East     Units Scale Factor Converg.
 AB6041;SPC OH N     -   109,250.666   680,320.452   MT  0.99996599   +0 37 26.0
 AB6041;UTM  17      - 4,499,668.642   453,468.763   MT  0.99962665   -0 21 30.6
 AB6041
 AB6041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6041!SPC OH N     -   0.99995881  x   0.99996599  =   0.99992480
 AB6041!UTM  17      -   0.99995881  x   0.99962665  =   0.99958548
 AB6041
 AB6041                          SUPERSEDED SURVEY CONTROL
 AB6041
 AB6041.No superseded survey control is available for this station.
 AB6041
 AB6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME5346999669(NAD 83)
 AB6041_MARKER: DD = SURVEY DISK
 AB6041_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB6041_STAMPING: 2D7 B 1995
 AB6041_MARK LOGO: NGS   
 AB6041_PROJECTION: RECESSED 2 CENTIMETERS
 AB6041_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB6041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6041+STABILITY: SURFACE MOTION
 AB6041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6041+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6041_ROD/PIPE-DEPTH: 1.0  meters
 AB6041
 AB6041  HISTORY     - Date     Condition        Report By
 AB6041  HISTORY     - 1995     MONUMENTED       NGS
 AB6041
 AB6041                          STATION DESCRIPTION
 AB6041
 AB6041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6041'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTHWEST OF CANTON, 13
 AB6041'KM (8.05 MI) NORTHWEST OF NEW PHILADELPHIA, 1.5 KM (0.95 MI) EAST OF
 AB6041'BEACH CITY AT THE BEACH CITY AIRPORT, BETWEEN THE WINDSOCK AND THE
 AB6041'NORTHEAST CORNER OF THE TURF RUNWAY.  OWNERSHIP--BEACH CITY.  AIRPORT
 AB6041'MANAGER IS BILL CRONE, 10335 DOLPHIN, BEACH CITY, OHIO, 44608.  PHONE
 AB6041'330-756-2829.  TO REACH FROM THE JUNCTION OF US HIGHWAY 250 AND STATE
 AB6041'HIGHWAY 21, GO NORTHWEST ON HIGHWAY 21 FOR 2.42 KM (1.50 MI) TO THE
 AB6041'JUNCTION OF STATE HIGHWAY 212.  TURN LEFT, WEST-SOUTHWEST ON HIGHWAY
 AB6041'212 FOR 0.56 KM (0.35 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 AB6041'RIGHT, NORTH, ON THE ROAD FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF THE
 AB6041'RUNWAY.  TURN RIGHT, EAST, ALONG THE RUNWAY FOR 0.32 KM (0.20 MI) TO
 AB6041'THE STATION ON THE LEFT.  THE STATION IS A SURVEY DISK ATOP A 1 M (3.3
 AB6041'FT) LONG FENO PIPE ENCASED IN A 12.7 CM (5 INCH) DIA PVC PIPE WITH A
 AB6041'LOGO CAP SURROUNDED BY CONCRETE, SET 2 CM BELOW GROUND.  THREE
 AB6041'CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  IT IS 32.3
 AB6041'M (106.0 FT) NORTHEAST OF A SIGN ALONG THE NORTHEAST CORNER OF THE
 AB6041'RUNWAY --AIRPORT ELEVATION 97.1--, 22.2 M (72.8 FT) SOUTH OF A
 AB6041'WINDSOCK, AND 0.6 M (2.0 FT) WEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9600 ***********************************************************************
 AD9600  DESIGNATION -  2G1 A
 AD9600  PID         -  AD9600
 AD9600  STATE/COUNTY-  OH/LAKE
 AD9600  USGS QUAD   -  PAINESVILLE (1994)
 AD9600
 AD9600                         *CURRENT SURVEY CONTROL
 AD9600  ___________________________________________________________________
 AD9600* NAD 83(1995)-  41 39 50.56688(N)    081 11 55.30498(W)     ADJUSTED  
 AD9600* NAVD 88     -       302.2    (meters)     991.     (feet)  GPS OBS   
 AD9600  ___________________________________________________________________
 AD9600  X           -     730,168.899 (meters)                     COMP
 AD9600  Y           -  -4,715,894.124 (meters)                     COMP
 AD9600  Z           -   4,217,978.950 (meters)                     COMP
 AD9600  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AD9600  ELLIP HEIGHT-         267.98  (meters)          (10/07/05) GPS OBS
 AD9600  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 AD9600
 AD9600  HORZ ORDER  -  FIRST
 AD9600  ELLP ORDER  -  FIFTH     CLASS I
 AD9600
 AD9600.The horizontal coordinates were established by GPS observations
 AD9600.and adjusted by the National Geodetic Survey in June 1997..
 AD9600
 AD9600.The orthometric height was determined by GPS observations and a
 AD9600.high-resolution geoid model.
 AD9600
 AD9600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9600
 AD9600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9600
 AD9600.The ellipsoidal height was determined by GPS observations
 AD9600.and is referenced to NAD 83.
 AD9600
 AD9600.The geoid height was determined by GEOID03.
 AD9600
 AD9600;                    North         East     Units Scale Factor Converg.
 AD9600;SPC OH N     -   222,615.531   708,374.520   MT  0.99999327   +0 51 17.6
 AD9600;UTM  17      - 4,612,495.838   483,458.210   MT  0.99960337   -0 07 55.5
 AD9600
 AD9600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9600!SPC OH N     -   0.99995797  x   0.99999327  =   0.99995124
 AD9600!UTM  17      -   0.99995797  x   0.99960337  =   0.99956136
 AD9600
 AD9600|---------------------------------------------------------------------|
 AD9600| PID    Reference Object                     Distance      Geod. Az  |
 AD9600|                                                           dddmmss.s |
 AD9600| MB2970 CONPORT                             194.666 METERS 01207     |
 AD9600|---------------------------------------------------------------------|
 AD9600
 AD9600                          SUPERSEDED SURVEY CONTROL
 AD9600
 AD9600  ELLIP H (06/20/97)  267.97   (m)                       GP(       ) 5 1
 AD9600
 AD9600.Superseded values are not recommended for survey control.
 AD9600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9600.See file dsdata.txt to determine how the superseded data were derived.
 AD9600
 AD9600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8345812496(NAD 83)
 AD9600_MARKER: DD = SURVEY DISK
 AD9600_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9600_STAMPING: 2G1 A 1995
 AD9600_MARK LOGO: NGS   
 AD9600_PROJECTION: RECESSED 2 CENTIMETERS
 AD9600_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD9600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9600+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9600_ROD/PIPE-DEPTH: 1.0  meters
 AD9600
 AD9600  HISTORY     - Date     Condition        Report By
 AD9600  HISTORY     - 1995     MONUMENTED       NGS
 AD9600
 AD9600                          STATION DESCRIPTION
 AD9600
 AD9600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9600'NOTE--THE OWNER REQUESTS THAT NO VEHICLES BE DRIVEN ON ANY PAVEMENT AT
 AD9600'THE AIRFIELD.  THE STATION IS LOCATED ABOUT 38 KM (23.60 MI) NORTHEAST
 AD9600'OF CLEVELAND, 6 KM (3.70 MI) SOUTHEAST OF PAINESVILLE AT THE CONCORD
 AD9600'AIRPARK, IN GRASS ALONG THE EDGE OF A SMALL POND, IN LINE WITH THE
 AD9600'SOUTHEAST SIDE OF THE RUNWAY, AND JUST SOUTH OF RUNWAY END 2.
 AD9600'OWNERSHIP--CAROLINE LUTHA, 12253 CHARDON ROAD, PAINESVILLE, OH. 44077.
 AD9600'PHONE 216-354-9815 OR 352-3228.  TO REACH FROM THE OVERPASS OF
 AD9600'INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 44 ABOUT 6 KM (3.70 MI) SOUTH
 AD9600'OF PAINESVILLE, GO SOUTH ON HIGHWAY 44 FOR 2.65 KM (1.65 MI) TO A
 AD9600'PAVED CROSSROAD (GIRDLED ROAD) .  TURN LEFT, EAST-NORTHEAST, ON
 AD9600'GIRDLED ROAD FOR 4.0 KM (2.50 MI) TO THE JUNCTION OF STATE HIGHWAY
 AD9600'608.  TURN LEFT, NORTHWEST, ON HIGHWAY 608 FOR 0.4 KM (0.25 MI) TO THE
 AD9600'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTHEAST, ON THE ROAD FOR
 AD9600'50 M (164.0 FT) TO A GATE AT THE APRON.  PASS THROUGH THE GATE, THEN
 AD9600'TURN RIGHT, SOUTHEAST ALONG A TAXI AND AROUND THE RUNWAY END FOR 0.08
 AD9600'KM (0.05 MI) TO THE STATION.  THE STATION IS A SURVEY DISK ATOP A 1 M
 AD9600'(3.3 FT) LONG FENO ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AD9600'SURROUNDED BY CONCRETE SET 2 CM BELOW THE GROUND.  IT IS 49.2 M (161.4
 AD9600'FT) SOUTH OF A WOODEN FENCE CORNER, 45.1 M (148.0 FT) SOUTHEAST OF THE
 AD9600'WOODEN FENCE, 14.6 M (47.9 FT) SOUTHWEST OF THE SOUTHEAST END OF THE
 AD9600'SOUTHEAST THRESHOLD LIGHT BAR, 6.4 M (21.0 FT) SOUTHEAST OF THE
 AD9600'EXTENDED CENTER OF THE RUNWAY, 3.5 M (11.5 FT) NORTHWEST OF THE
 AD9600'NORTHWEST EDGE OF THE POND, AND 1.15 M (3.77 FT) NORTHWEST OF A
 AD9600'FIBERGLASS WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 AD9600'(SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1252 ***********************************************************************
 MB1252  DESIGNATION -  2=HESS
 MB1252  PID         -  MB1252
 MB1252  STATE/COUNTY-  OH/CUYAHOGA
 MB1252  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1252
 MB1252                         *CURRENT SURVEY CONTROL
 MB1252  ___________________________________________________________________
 MB1252* NAD 83(1986)-  41 30 04.     (N)    081 42 14.     (W)     SCALED    
 MB1252* NAVD 88     -       176.737  (meters)     579.84   (feet)  ADJUSTED  
 MB1252  ___________________________________________________________________
 MB1252  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 MB1252  DYNAMIC HT  -         176.668 (meters)     579.62  (feet)  COMP
 MB1252  MODELED GRAV-     980,228.9   (mgal)                       NAVD 88
 MB1252
 MB1252  VERT ORDER  -  FIRST     CLASS II
 MB1252
 MB1252.The horizontal coordinates were scaled from a topographic map and have
 MB1252.an estimated accuracy of +/- 6 seconds.
 MB1252
 MB1252.The orthometric height was determined by differential leveling
 MB1252.and adjusted by the National Geodetic Survey in June 1991..
 MB1252.WARNING-Repeat measurements at this control monument indicate possible
 MB1252.vertical movement.
 MB1252
 MB1252.The geoid height was determined by GEOID03.
 MB1252
 MB1252.The dynamic height is computed by dividing the NAVD 88
 MB1252.geopotential number by the normal gravity value computed on the
 MB1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1252.degrees latitude (g = 980.6199 gals.).
 MB1252
 MB1252.The modeled gravity was interpolated from observed gravity values.
 MB1252
 MB1252;                    North         East    Units  Estimated Accuracy
 MB1252;SPC OH N     -   204,010.      666,470.      MT  (+/- 180 meters Scaled)
 MB1252
 MB1252                          SUPERSEDED SURVEY CONTROL
 MB1252
 MB1252  NGVD 29 (??/??/92)  176.96   (m)          580.6    (f) COMPUTED    1 2
 MB1252
 MB1252.Superseded values are not recommended for survey control.
 MB1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1252.See file dsdata.txt to determine how the superseded data were derived.
 MB1252
 MB1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF412946(NAD 83)
 MB1252_MARKER: X = CHISELED CROSS
 MB1252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1252_SP_SET: BUILDING
 MB1252_MARK LOGO: USE   
 MB1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1252
 MB1252  HISTORY     - Date     Condition        Report By
 MB1252  HISTORY     - UNK      MONUMENTED       DOD
 MB1252  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1252  HISTORY     - 1983     POOR             NGS
 MB1252
 MB1252                          STATION DESCRIPTION
 MB1252
 MB1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1252'NOT RECOVERED.  A SEARCH WAS MADE AND A STONE BLOCK INSCRIBED (1886)
 MB1252'WAS FOUND INSTEAD OF A STONE BLOCK INSCRIBED (1836) AS DESCRIBED IN
 MB1252'THE 1938 RECOVERY NOTE.  A CHISELED CROSS WAS FOUND ON TOP OF THE
 MB1252'STONE FOUNDATION OF A BRICK BUILDING, BUT NOT AT THE DESCRIBED
 MB1252'LOCATION OF THE MARK.  IT IS NOT CERTAIN IF THE MARK FOUND COULD
 MB1252'POSSIBLY BE THE MARK DESCRIBED.  THE TOP OF THE STONE BLOCK INSCRIBED
 MB1252'(1886) HAS BEEN BROKEN.
 MB1252
 MB1252                          STATION RECOVERY (1983)
 MB1252
 MB1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1252'AT CLEVELAND.
 MB1252'AT CLEVELAND, CUYAHOGA COUNTY, AT THE INTERSECTION OF FRONT
 MB1252'AVENUE AND ELEVENTH PLACE NORTHWEST, 36 FEET SOUTH OF THE
 MB1252'CENTERLINE OF FRONT AVENUE, 13 FEET NORTHEAST OF THE NORTHEAST
 MB1252'CURB OF ELEVENTH PLACE, ON THE TOP OF THE STONE FOUNDATION OF A
 MB1252'BRICK BUILDING, 6 INCHES NORTH OF THE NORTH EDGE, 1 FOOT ABOVE
 MB1252'THE TOP EDGE OF A STONE BLOCK INSCRIBED 1836, AND ABOUT 3 FEET
 MB1252'HIGHER THAN THE SIDEWALK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3426 ***********************************************************************
 AB3426  SACS        -  This is a Secondary Airport Control Station.
 AB3426  DESIGNATION -  2I4 A
 AB3426  PID         -  AB3426
 AB3426  STATE/COUNTY-  OH/FRANKLIN
 AB3426  USGS QUAD   -  GALLOWAY (1994)
 AB3426
 AB3426                         *CURRENT SURVEY CONTROL
 AB3426  ___________________________________________________________________
 AB3426* NAD 83(1995)-  39 54 32.33265(N)    083 07 54.04606(W)     ADJUSTED  
 AB3426* NAVD 88     -       275.46   (meters)     903.7    (feet)  GPS OBS   
 AB3426  ___________________________________________________________________
 AB3426  X           -     585,907.020 (meters)                     COMP
 AB3426  Y           -  -4,864,223.364 (meters)                     COMP
 AB3426  Z           -   4,070,393.948 (meters)                     COMP
 AB3426  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 AB3426  ELLIP HEIGHT-         242.05  (meters)          (10/07/05) GPS OBS
 AB3426  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AB3426
 AB3426  HORZ ORDER  -  FIRST
 AB3426  ELLP ORDER  -  FIFTH     CLASS II
 AB3426
 AB3426.This mark is at Bolton Field Airport (TZR)
 AB3426
 AB3426.The horizontal coordinates were established by GPS observations
 AB3426.and adjusted by the National Geodetic Survey in June 1997..
 AB3426
 AB3426.The orthometric height was determined by GPS observations and a
 AB3426.high-resolution geoid model.
 AB3426
 AB3426.GPS derived orthometric heights for airport stations designated as
 AB3426.PACS or SACS are published to 2 decimal places.  This maintains
 AB3426.centimeter relative accuracy between the PACS and SACS.  It does
 AB3426.not indicate centimeter accuracy relative to other marks which are
 AB3426.part of the NAVD 88 network.
 AB3426
 AB3426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3426
 AB3426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3426
 AB3426.The ellipsoidal height was determined by GPS observations
 AB3426.and is referenced to NAD 83.
 AB3426
 AB3426.The geoid height was determined by GEOID03.
 AB3426
 AB3426;                    North         East     Units Scale Factor Converg.
 AB3426;SPC OH S     -   212,115.829   545,988.545   MT  0.99997777   -0 24 02.9
 AB3426;UTM  17      - 4,419,830.273   317,791.599   MT  1.00000873   -1 22 04.8
 AB3426
 AB3426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3426!SPC OH S     -   0.99996203  x   0.99997777  =   0.99993980
 AB3426!UTM  17      -   0.99996203  x   1.00000873  =   0.99997076
 AB3426
 AB3426                          SUPERSEDED SURVEY CONTROL
 AB3426
 AB3426  ELLIP H (06/20/97)  242.01   (m)                       GP(       ) 5 2
 AB3426
 AB3426.Superseded values are not recommended for survey control.
 AB3426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3426.See file dsdata.txt to determine how the superseded data were derived.
 AB3426
 AB3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1779219830(NAD 83)
 AB3426_MARKER: DD = SURVEY DISK
 AB3426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3426_STAMPING: 2I4 A 1989
 AB3426_MARK LOGO: NOS   
 AB3426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3426+STABILITY: SURFACE MOTION
 AB3426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3426+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1995
 AB3426
 AB3426  HISTORY     - Date     Condition        Report By
 AB3426  HISTORY     - 1989     MONUMENTED       NOS
 AB3426  HISTORY     - 19950502 GOOD             NGS
 AB3426
 AB3426                          STATION DESCRIPTION
 AB3426
 AB3426'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (JWB)
 AB3426'THE STATION IS LOCATED ON THE NORTH SIDE OF THE AIRPORT ON LINE WITH
 AB3426'THE EXTENDED NORHTWEST EDGE OF PARALLEL TAXIWAY, 740.1 FT (225.6 M)
 AB3426'NORTHEAST OF NORTHERLY CORNOR OF TAXIWAY, 790.8 FT (241.0 M) NORTH OF
 AB3426'CL END RWY 22, 306.9 FT (93.5 M) OF CENTER OF LOCALIZER, 198.1 FT
 AB3426'(60.4 M) SOUTHWEST OF WESTERLY CORNER OF TRANSFORMER, 188.2 FT (57.4
 AB3426'M) SOUTHWEST OF WESTERLY CORNER OF LOCALIZER BUILDING, 52.6 FT (16.0
 AB3426'M) NORTHWEST OF CENTERLINE OF GRAVEL SERVICE ROAD AND 4 FT (1.2 M)
 AB3426'SOUTHWEST OF 2 X 4 WOODEN WITNESS POST.  THE STATION IS MARKED WITH A
 AB3426'NOS DISK STAMPED 2I4 A 1989 SET IN TOP OF 9 INCH CONCRETE MONUMENT
 AB3426'FLUSH WITH GROUND.
 AB3426
 AB3426                          STATION RECOVERY (1995)
 AB3426
 AB3426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3426'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF GROVE CITY,
 AB3426'4.8 KM (3.00 MI) SOUTHWEST OF INTERSTATE HIGHWAY 270, ON THE SOUTHWEST
 AB3426'SIDE OF COLUMBUS, AT BOLTON FIELD AIRPORT, IN GRASS AT THE NORTH SIDE
 AB3426'OF THE AIRFIELD ALONG THE SERVICE ROAD TO THE LOCALIZER BUILDING, AND
 AB3426'ON THE EXTENDED NORTHWEST EDGE OF THE PARALLEL TAXI.
 AB3426'OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, BOLTON FIELD, 2000 NORTON ROAD,
 AB3426'COLUMBUS, OH 43228.  SUPERINTENDENT IS ELBERT CATES.  PHONE
 AB3426'614-851-9900.  CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY
 AB3426'THIS STATION OR FOR AN ESCORT.  TO REACH FROM THE OVERPASS AT THE
 AB3426'JUNCTION OF INTERSTATE HIGHWAY 270 AND GEORGESVILLE ROAD (EXIT 5) ON
 AB3426'THE SOUTHWEST SIDE OF COLUMBUS, GO SOUTHWEST ON GEORGESVILLE ROAD FOR
 AB3426'2.26 KM (1.40 MI) TO A PAVED CROSSROAD (NORTON ROAD) .  TURN LEFT,
 AB3426'SOUTH, ON NORTON ROAD FOR 0.78 KM (0.50 MI) TO THE AIRPORT ENTRANCE
 AB3426'ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST, ON THE ROAD FOR 0.66 KM (0.40
 AB3426'MI) TO A GATE ON THE LEFT AT THE APRON.  TURN LEFT, NORTHEAST, PASSING
 AB3426'THROUGH GATE AND ACROSS APRON FOR 0.17 KM (0.10 MI) TO A CONNECTOR
 AB3426'TAXI ON THE RIGHT.  TURN RIGHT, SOUTHEAST, ON THE CONNECTOR TAXI FOR
 AB3426'0.09 KM (0.05 MI) TO THE PARALLEL TAXI. TURN LEFT, NORTHEAST, ALONG
 AB3426'THE PARALLEL TAXI FOR 0.22 KM (0.15 MI) TO A SERVICE ROAD AT THE END
 AB3426'OF THE TAXI.  CONTINUE NORTHEAST ON THE SERVICE ROAD FOR 0.22 KM (0.15
 AB3426'MI) TO THE STATION ON THE LEFT.  THE STATION IS SET IN THE TOP OF A
 AB3426'25-CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 60.4 M
 AB3426'(198.2 FT) SOUTHWEST OF THE WEST CORNER OF A TRANSFORMER, 57.6 M
 AB3426'(189.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE LOCALIZER
 AB3426'BUILDING, 16.1 M (52.8 FT) NORTHWEST OF THE CENTER OF THE SERVICE
 AB3426'ROAD, AND 0.25 M (0.82 FT) SOUTHEAST OF A WITNESS POST.  DESCRIBED BY
 AB3426'D.G.  AUG THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8774 ***********************************************************************
 AC8774  SACS        -  This is a Secondary Airport Control Station.
 AC8774  DESIGNATION -  2I8 A
 AC8774  PID         -  AC8774
 AC8774  STATE/COUNTY-  OH/LICKING
 AC8774  USGS QUAD   -  NEWARK (1982)
 AC8774
 AC8774                         *CURRENT SURVEY CONTROL
 AC8774  ___________________________________________________________________
 AC8774* NAD 83(1995)-  40 01 26.48738(N)    082 28 10.24659(W)     ADJUSTED  
 AC8774* NAVD 88     -       269.21   (meters)     883.2    (feet)  GPS OBS   
 AC8774  ___________________________________________________________________
 AC8774  X           -     641,006.366 (meters)                     COMP
 AC8774  Y           -  -4,848,987.520 (meters)                     COMP
 AC8774  Z           -   4,080,179.875 (meters)                     COMP
 AC8774  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AC8774  ELLIP HEIGHT-         235.13  (meters)          (10/07/05) GPS OBS
 AC8774  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AC8774
 AC8774  HORZ ORDER  -  FIRST
 AC8774  ELLP ORDER  -  FIFTH     CLASS I
 AC8774
 AC8774.This mark is at Newark-Heath Airport (2I8)
 AC8774
 AC8774.The horizontal coordinates were established by GPS observations
 AC8774.and adjusted by the National Geodetic Survey in May 1997..
 AC8774
 AC8774.The orthometric height was determined by GPS observations and a
 AC8774.high-resolution geoid model.
 AC8774
 AC8774.GPS derived orthometric heights for airport stations designated as
 AC8774.PACS or SACS are published to 2 decimal places.  This maintains
 AC8774.centimeter relative accuracy between the PACS and SACS.  It does
 AC8774.not indicate centimeter accuracy relative to other marks which are
 AC8774.part of the NAVD 88 network.
 AC8774
 AC8774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8774
 AC8774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8774
 AC8774.The ellipsoidal height was determined by GPS observations
 AC8774.and is referenced to NAD 83.
 AC8774
 AC8774.The geoid height was determined by GEOID03.
 AC8774
 AC8774;                    North         East     Units Scale Factor Converg.
 AC8774;SPC OH S     -   224,700.872   602,602.490   MT  0.99999817   +0 01 09.6
 AC8774;UTM  17      - 4,431,457.967   374,604.381   MT  0.99979357   -0 56 42.6
 AC8774
 AC8774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8774!SPC OH S     -   0.99996311  x   0.99999817  =   0.99996128
 AC8774!UTM  17      -   0.99996311  x   0.99979357  =   0.99975669
 AC8774
 AC8774:                Primary Azimuth Mark                     Grid Az
 AC8774:SPC OH S     -  CORN AZ MK                               091 49 46.7
 AC8774:UTM  17      -  CORN AZ MK                               092 47 38.9
 AC8774
 AC8774|---------------------------------------------------------------------|
 AC8774| PID    Reference Object                     Distance      Geod. Az  |
 AC8774|                                                           dddmmss.s |
 AC8774| KZ2146 CORN AZ MK                          431.521 METERS 0915056.3 |
 AC8774|---------------------------------------------------------------------|
 AC8774
 AC8774                          SUPERSEDED SURVEY CONTROL
 AC8774
 AC8774  ELLIP H (05/30/97)  235.16   (m)                       GP(       ) 5 1
 AC8774
 AC8774.Superseded values are not recommended for survey control.
 AC8774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8774.See file dsdata.txt to determine how the superseded data were derived.
 AC8774
 AC8774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7460431458(NAD 83)
 AC8774_MARKER: DD = SURVEY DISK
 AC8774_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8774_STAMPING: 2I8 A 1995
 AC8774_MARK LOGO: OHDT  
 AC8774_PROJECTION: FLUSH
 AC8774_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8774+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1995
 AC8774_ROD/PIPE-DEPTH: 10.5 meters
 AC8774_SLEEVE-DEPTH  : 0.90 meters
 AC8774
 AC8774  HISTORY     - Date     Condition        Report By
 AC8774  HISTORY     - 1995     MONUMENTED       OHDT
 AC8774  HISTORY     - 19951010 GOOD             NGS
 AC8774
 AC8774                          STATION DESCRIPTION
 AC8774
 AC8774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC8774'NOTE--THE TOP LENGTH OF ROD AND THE SURVEY DISK COULD BE UNSCREWED
 AC8774'WITH MINIMAL EFFORT, BUT COULD NOT BE TURNED TO THE RIGHT, AND SEEMS
 AC8774'TO BE ANCHORED.  THE STATION IS LOCATED ABOUT 40 KM (24.85 MI) EAST OF
 AC8774'COLUMBUS, 8 KM (4.95 MI) NORTH OF INTERSTATE HIGHWAY 70, 6 KM (3.70
 AC8774'MI) SOUTHWEST OF NEWARK, IN HEATH, AT THE NEWARK-HEATH AIRPORT, IN A
 AC8774'LOW RISE BETWEEN THE END OF THE PARALLEL TAXI AND THE RUNUP RAMP, AND
 AC8774'NEAR THE WEST END OF THE RUNWAY.  AIRPORT MANAGER IS STEVE GREEN, 530
 AC8774'HEATH ROAD, HEATH, OH.  43056.  PHONE 614-522-6968.  HOURS ARE SUNUP
 AC8774'TO SUNDOWN.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 79 IN
 AC8774'NEWARK, GO SOUTH-SOUTHWEST ON HIGHWAY 79 FOR 4.99 KM (3.10 MI) TO THE
 AC8774'JUNCTION OF HEATH ROAD ON THE RIGHT AT A BRICK SCHOOL BUILDING ON THE
 AC8774'RIGHT.  TURN RIGHT, WESTERLY, ON HEATH ROAD FOR 1.37 KM (0.85 MI) TO
 AC8774'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTH, ON THE ROAD FOR
 AC8774'0.24 KM (0.15 MI) TO A GATE ON THE RIGHT AT THE APRON.  TURN RIGHT,
 AC8774'EAST, PASSING THROUGH THE GATE, THEN LEFT, NORTH, ON THE APRON FOR
 AC8774'ABOUT 40 M (131.2 FT) TO THE PARALLEL TAXI.  TURN LEFT, WEST, ALONG
 AC8774'THE TAXI FOR 0.40 KM (0.25 MI) TO THE RUNWAY JUNCTION AND THE STATION
 AC8774'ON THE LEFT.  THE STATION IS A SURVEY DISK ATOP AN ALUMINUM ALLOY ROD
 AC8774'IN A GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AC8774'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AC8774'IS 47.2 M (154.9 FT) WEST OF THE WEST SIDE OF THE TAXI, 32.9 M (107.9
 AC8774'FT) NORTHWEST OF THE CORNER OF THE CHAIN LINK FENCE, 25.0 M (82.0 FT)
 AC8774'SOUTH OF THE SOUTH EDGE OF THE RUNWAY, 25.0 M (82.0 FT) EAST OF THE
 AC8774'EAST SIDE OF THE RUNUP RAMP, AND 0.3 M (1.0 FT) NORTH OF A FIBERGLASS
 AC8774'WITNESS POST.  NOTE--THIS STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0497 ***********************************************************************
 LA0497  DESIGNATION -  3
 LA0497  PID         -  LA0497
 LA0497  STATE/COUNTY-  OH/VAN WERT
 LA0497  USGS QUAD   -  SCOTT (1988)
 LA0497
 LA0497                         *CURRENT SURVEY CONTROL
 LA0497  ___________________________________________________________________
 LA0497* NAD 83(1986)-  40 54 31.     (N)    084 34 53.     (W)     SCALED    
 LA0497* NAVD 88     -       232.342  (meters)     762.28   (feet)  ADJUSTED  
 LA0497  ___________________________________________________________________
 LA0497  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 LA0497  DYNAMIC HT  -         232.239 (meters)     761.94  (feet)  COMP
 LA0497  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 LA0497
 LA0497  VERT ORDER  -  SECOND    CLASS 0
 LA0497
 LA0497.The horizontal coordinates were scaled from a topographic map and have
 LA0497.an estimated accuracy of +/- 6 seconds.
 LA0497
 LA0497.The orthometric height was determined by differential leveling
 LA0497.and adjusted by the National Geodetic Survey in June 1991..
 LA0497
 LA0497.The geoid height was determined by GEOID03.
 LA0497
 LA0497.The dynamic height is computed by dividing the NAVD 88
 LA0497.geopotential number by the normal gravity value computed on the
 LA0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0497.degrees latitude (g = 980.6199 gals.).
 LA0497
 LA0497.The modeled gravity was interpolated from observed gravity values.
 LA0497
 LA0497;                    North         East    Units  Estimated Accuracy
 LA0497;SPC OH N     -   140,010.      424,670.      MT  (+/- 180 meters Scaled)
 LA0497
 LA0497                          SUPERSEDED SURVEY CONTROL
 LA0497
 LA0497  NGVD 29 (??/??/92)  232.502  (m)          762.80   (f) ADJ UNCH    2 0
 LA0497
 LA0497.Superseded values are not recommended for survey control.
 LA0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0497.See file dsdata.txt to determine how the superseded data were derived.
 LA0497
 LA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL036314(NAD 83)
 LA0497_MARKER: B = BOLT
 LA0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0497_SP_SET: BRIDGE
 LA0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0497
 LA0497  HISTORY     - Date     Condition        Report By
 LA0497  HISTORY     - UNK      MONUMENTED       CGS
 LA0497  HISTORY     - 1947     GOOD             NGS
 LA0497
 LA0497                          STATION DESCRIPTION
 LA0497
 LA0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0497'2.7 MI S FROM CAVETT.
 LA0497'2.7 MILES SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 LA0497'STATION AT CAVETT, VAN WERT COUNTY, AT TELEPHONE POLE 100/21, AT A
 LA0497'BRIDGE OVER A CREEK, IN THE TOP OF THE NORTHEAST CORNER OF THE
 LA0497'CONCRETE WING WALL, 1 FOOT SOUTH OF THE NORTH EDGE, 6.7 FEET EAST
 LA0497'OF THE EAST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  AN IRON
 LA0497'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0168 ***********************************************************************
 LA0168  DESIGNATION -  3
 LA0168  PID         -  LA0168
 LA0168  STATE/COUNTY-  OH/SHELBY
 LA0168  USGS QUAD   -  SIDNEY (1982)
 LA0168
 LA0168                         *CURRENT SURVEY CONTROL
 LA0168  ___________________________________________________________________
 LA0168* NAD 83(1986)-  40 17 08.     (N)    084 09 11.     (W)     SCALED    
 LA0168* NAVD 88     -       291.582  (meters)     956.63   (feet)  ADJUSTED  
 LA0168  ___________________________________________________________________
 LA0168  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LA0168  DYNAMIC HT  -         291.438 (meters)     956.16  (feet)  COMP
 LA0168  MODELED GRAV-     980,124.8   (mgal)                       NAVD 88
 LA0168
 LA0168  VERT ORDER  -  FIRST     CLASS II
 LA0168
 LA0168.The horizontal coordinates were scaled from a topographic map and have
 LA0168.an estimated accuracy of +/- 6 seconds.
 LA0168
 LA0168.The orthometric height was determined by differential leveling
 LA0168.and adjusted by the National Geodetic Survey in June 1991..
 LA0168
 LA0168.The geoid height was determined by GEOID03.
 LA0168
 LA0168.The dynamic height is computed by dividing the NAVD 88
 LA0168.geopotential number by the normal gravity value computed on the
 LA0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0168.degrees latitude (g = 980.6199 gals.).
 LA0168
 LA0168.The modeled gravity was interpolated from observed gravity values.
 LA0168
 LA0168;                    North         East    Units  Estimated Accuracy
 LA0168;SPC OH N     -    70,060.      459,430.      MT  (+/- 180 meters Scaled)
 LA0168
 LA0168                          SUPERSEDED SURVEY CONTROL
 LA0168
 LA0168  NGVD 29 (??/??/92)  291.767  (m)          957.24   (f) ADJ UNCH    1 2
 LA0168
 LA0168.Superseded values are not recommended for survey control.
 LA0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0168.See file dsdata.txt to determine how the superseded data were derived.
 LA0168
 LA0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK420633(NAD 83)
 LA0168_MARKER: DD = SURVEY DISK
 LA0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0168_STAMPING: 3 1935
 LA0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0168+STABILITY: SURFACE MOTION
 LA0168
 LA0168  HISTORY     - Date     Condition        Report By
 LA0168  HISTORY     - 1935     MONUMENTED       OHGS
 LA0168  HISTORY     - 1954     GOOD             NGS
 LA0168  HISTORY     - 19930629 MARK NOT FOUND   NGS
 LA0168
 LA0168                          STATION DESCRIPTION
 LA0168
 LA0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0168'AT SIDNEY.
 LA0168'AT SIDNEY, ABOUT 0.1 MILE EAST ALONG POPLAR STREET FROM THE
 LA0168'COURT HOUSE, AT THE INTERSECTION OF MIAMI AVENUE, 13 1/2 FEET
 LA0168'EAST OF EAST CURB OF MIAMI AVENUE, 54 1/2 FEET NORTH OF NORTH
 LA0168'CURB OF POPLAR STREET, 6 FEET WEST OF WEST EDGE OF A SIDE WALK,
 LA0168'37 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF CENTRAL SCHOOL
 LA0168'BUILDING, ABOUT LEVEL WITH STREETS AND SET IN THE TOP OF A
 LA0168'CONCRETE POST PROJECTING 1/2 INCH.
 LA0168
 LA0168                          STATION RECOVERY (1993)
 LA0168
 LA0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0168'THE MONUMENT WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1644 ***********************************************************************
 KY1644  DESIGNATION -  3
 KY1644  PID         -  KY1644
 KY1644  STATE/COUNTY-  OH/STARK
 KY1644  USGS QUAD   -  CANAL FULTON (1994)
 KY1644
 KY1644                         *CURRENT SURVEY CONTROL
 KY1644  ___________________________________________________________________
 KY1644* NAD 83(1986)-  40 54 01.     (N)    081 36 46.     (W)     SCALED    
 KY1644* NAVD 88     -       289.148  (meters)     948.65   (feet)  ADJUSTED  
 KY1644  ___________________________________________________________________
 KY1644  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1644  DYNAMIC HT  -         289.020 (meters)     948.23  (feet)  COMP
 KY1644  MODELED GRAV-     980,170.9   (mgal)                       NAVD 88
 KY1644
 KY1644  VERT ORDER  -  FIRST     CLASS II
 KY1644
 KY1644.The horizontal coordinates were scaled from a topographic map and have
 KY1644.an estimated accuracy of +/- 6 seconds.
 KY1644
 KY1644.The orthometric height was determined by differential leveling
 KY1644.and adjusted by the National Geodetic Survey in June 1991..
 KY1644
 KY1644.The geoid height was determined by GEOID03.
 KY1644
 KY1644.The dynamic height is computed by dividing the NAVD 88
 KY1644.geopotential number by the normal gravity value computed on the
 KY1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1644.degrees latitude (g = 980.6199 gals.).
 KY1644
 KY1644.The modeled gravity was interpolated from observed gravity values.
 KY1644
 KY1644;                    North         East    Units  Estimated Accuracy
 KY1644;SPC OH N     -   137,370.      674,750.      MT  (+/- 180 meters Scaled)
 KY1644
 KY1644                          SUPERSEDED SURVEY CONTROL
 KY1644
 KY1644  NGVD 29 (??/??/92)  289.383  (m)          949.42   (f) ADJ UNCH    1 2
 KY1644
 KY1644.Superseded values are not recommended for survey control.
 KY1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1644.See file dsdata.txt to determine how the superseded data were derived.
 KY1644
 KY1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF483278(NAD 83)
 KY1644_MARKER: Z = SEE DESCRIPTION
 KY1644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1644_SP_SET: RAIL
 KY1644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1644
 KY1644  HISTORY     - Date     Condition        Report By
 KY1644  HISTORY     - 1967     MONUMENTED       BORR
 KY1644  HISTORY     - 1935     GOOD             NGS
 KY1644  HISTORY     - 1967     GOOD             NGS
 KY1644  HISTORY     - 19930105 MARK NOT FOUND   OHDT
 KY1644
 KY1644                          STATION DESCRIPTION
 KY1644
 KY1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY1644'1 MI N FROM CANAL FULTON.
 KY1644'1.00 MILES NORTH OF CANAL FULTON ON THE WHEELING TO WARWICK
 KY1644'BRANCH OF THE BALTIMORE AND OHIO RAILWAY, 16.3 FEET SOUTHWEST
 KY1644'THENCE 3.1 FEET SOUTHEAST OF MP NO. B106, 4.0 FEET SOUTHWEST OF
 KY1644'THE SOUTHWEST RAIL, HIGHEST POINT ON TOP OF SECTION OF RAIL SET
 KY1644'VERTICALLY BUT DAMAGED AND NOW AT 40 DEG ANGLE WITH THE
 KY1644'VERTICAL, 2.0 FEET BELOW THE TOP OF THE RAILS AND 1.0 FEET
 KY1644'BELOW THE LEVEL OF THE GROUND.
 KY1644
 KY1644                          STATION RECOVERY (1967)
 KY1644
 KY1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KY1644'RECOVERED IN GOOD CONDITION.
 KY1644
 KY1644                          STATION RECOVERY (1993)
 KY1644
 KY1644'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY1644'------REPORT BY ODOT --------YEAR 1993 -------CONDITION - UNKNOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0697 ***********************************************************************
 JY0697  DESIGNATION -  3
 JY0697  PID         -  JY0697
 JY0697  STATE/COUNTY-  OH/FRANKLIN
 JY0697  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0697
 JY0697                         *CURRENT SURVEY CONTROL
 JY0697  ___________________________________________________________________
 JY0697* NAD 83(1986)-  39 57 16.     (N)    082 59 56.     (W)     SCALED    
 JY0697* NAVD 88     -       235.025  (meters)     771.08   (feet)  ADJUSTED  
 JY0697  ___________________________________________________________________
 JY0697  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JY0697  DYNAMIC HT  -         234.895 (meters)     770.65  (feet)  COMP
 JY0697  MODELED GRAV-     980,066.5   (mgal)                       NAVD 88
 JY0697
 JY0697  VERT ORDER  -  SECOND    CLASS 0
 JY0697
 JY0697.The horizontal coordinates were scaled from a topographic map and have
 JY0697.an estimated accuracy of +/- 6 seconds.
 JY0697
 JY0697.The orthometric height was determined by differential leveling
 JY0697.and adjusted by the National Geodetic Survey in June 1991..
 JY0697
 JY0697.The geoid height was determined by GEOID03.
 JY0697
 JY0697.The dynamic height is computed by dividing the NAVD 88
 JY0697.geopotential number by the normal gravity value computed on the
 JY0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0697.degrees latitude (g = 980.6199 gals.).
 JY0697
 JY0697.The modeled gravity was interpolated from observed gravity values.
 JY0697
 JY0697;                    North         East    Units  Estimated Accuracy
 JY0697;SPC OH S     -   217,090.      557,370.      MT  (+/- 180 meters Scaled)
 JY0697
 JY0697                          SUPERSEDED SURVEY CONTROL
 JY0697
 JY0697  NGVD 29 (??/??/92)  235.14   (m)          771.5    (f) COMPUTED    2 0
 JY0697
 JY0697.Superseded values are not recommended for survey control.
 JY0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0697.See file dsdata.txt to determine how the superseded data were derived.
 JY0697
 JY0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE292246(NAD 83)
 JY0697_MARKER: Q = CHISELED SQUARE
 JY0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0697_SP_SET: WINDOW SILL
 JY0697_MARK LOGO: CGS   
 JY0697_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0697
 JY0697  HISTORY     - Date     Condition        Report By
 JY0697  HISTORY     - UNK      MONUMENTED       CGS
 JY0697  HISTORY     - 1954     POOR             NGS
 JY0697  HISTORY     - 19900709 GOOD             NGS
 JY0697
 JY0697                          STATION DESCRIPTION
 JY0697
 JY0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0697'AT COLUMBUS.
 JY0697'AT COLUMBUS, AT THE NORTHEAST CORNER OF INTERSECTION OF SOUTH HIGH
 JY0697'AND EAST MOUND STREETS, 55.6 FEET EAST OF CENTER LINE OF SOUTH HIGH,
 JY0697'42.2 FEET NORTH OF CENTER LINE OF EAST MOUND STREET, AN OUTLINED
 JY0697'SQUARE ON WINDOW SILL OF SOUTH SIDE OF COLUMBUS UPHOLSTERING COMPANY
 JY0697'BUILDING, 5.1 FEET EAST OF SOUTHWEST CORNER OF BUILDING AND ABOUT
 JY0697'4 INCHES ABOVE SIDE WALK.
 JY0697
 JY0697                          STATION RECOVERY (1990)
 JY0697
 JY0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JY0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1672 ***********************************************************************
 KY1672  DESIGNATION -  3
 KY1672  PID         -  KY1672
 KY1672  STATE/COUNTY-  OH/STARK
 KY1672  USGS QUAD   -  MASSILLON (1994)
 KY1672
 KY1672                         *CURRENT SURVEY CONTROL
 KY1672  ___________________________________________________________________
 KY1672* NAD 83(1986)-  40 47 46.     (N)    081 31 14.     (W)     SCALED    
 KY1672* NAVD 88     -       289.275  (meters)     949.06   (feet)  ADJUSTED  
 KY1672  ___________________________________________________________________
 KY1672  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1672  DYNAMIC HT  -         289.143 (meters)     948.63  (feet)  COMP
 KY1672  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 KY1672
 KY1672  VERT ORDER  -  FIRST     CLASS II
 KY1672
 KY1672.The horizontal coordinates were scaled from a topographic map and have
 KY1672.an estimated accuracy of +/- 6 seconds.
 KY1672
 KY1672.The orthometric height was determined by differential leveling
 KY1672.and adjusted by the National Geodetic Survey in June 1991..
 KY1672
 KY1672.The geoid height was determined by GEOID03.
 KY1672
 KY1672.The dynamic height is computed by dividing the NAVD 88
 KY1672.geopotential number by the normal gravity value computed on the
 KY1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1672.degrees latitude (g = 980.6199 gals.).
 KY1672
 KY1672.The modeled gravity was interpolated from observed gravity values.
 KY1672
 KY1672;                    North         East    Units  Estimated Accuracy
 KY1672;SPC OH N     -   125,880.      682,650.      MT  (+/- 180 meters Scaled)
 KY1672
 KY1672                          SUPERSEDED SURVEY CONTROL
 KY1672
 KY1672  NGVD 29 (??/??/92)  289.495  (m)          949.78   (f) ADJ UNCH    1 2
 KY1672
 KY1672.Superseded values are not recommended for survey control.
 KY1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1672.See file dsdata.txt to determine how the superseded data were derived.
 KY1672
 KY1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF560162(NAD 83)
 KY1672_MARKER: X = CHISELED CROSS
 KY1672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1672_SP_SET: WATER TABLE
 KY1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1672
 KY1672  HISTORY     - Date     Condition        Report By
 KY1672  HISTORY     - 1959     MONUMENTED       OH4820
 KY1672  HISTORY     - 1959     GOOD             NGS
 KY1672  HISTORY     - 19930421 MARK NOT FOUND   OHDT
 KY1672
 KY1672                          STATION DESCRIPTION
 KY1672
 KY1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1672'AT MASSILLON.
 KY1672'AT MASSILLON, ALONG FIRST STREET SOUTHEAST, ABOUT 75 YARDS
 KY1672'SOUTHEAST OF THE CROSSING OF LINCOLNWAY (U.S. HIGHWAY 30), A
 KY1672'CHISELED CROSS ON THE TOP OF THE WATER TABLE AT THE WEST CORNER
 KY1672'OF THE CITY HALL, 1 1/2 FEET ABOVE GROUND.
 KY1672
 KY1672                          STATION RECOVERY (1993)
 KY1672
 KY1672'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY1672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2432 ***********************************************************************
 AB2432  DESIGNATION -  3
 AB2432  PID         -  AB2432
 AB2432  STATE/COUNTY-  OH/ATHENS
 AB2432  USGS QUAD   -  COOLVILLE (1994)
 AB2432
 AB2432                         *CURRENT SURVEY CONTROL
 AB2432  ___________________________________________________________________
 AB2432* NAD 83(1995)-  39 11 06.28314(N)    081 50 24.07788(W)     ADJUSTED  
 AB2432* NAVD 88     -       225.9    (meters)     741.     (feet)  GPS OBS   
 AB2432  ___________________________________________________________________
 AB2432  X           -     702,664.512 (meters)                     COMP
 AB2432  Y           -  -4,900,398.522 (meters)                     COMP
 AB2432  Z           -   4,008,385.120 (meters)                     COMP
 AB2432  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AB2432  ELLIP HEIGHT-         191.59  (meters)          (10/07/05) GPS OBS
 AB2432  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 AB2432
 AB2432  HORZ ORDER  -  FIRST
 AB2432  ELLP ORDER  -  FOURTH    CLASS I
 AB2432
 AB2432.The horizontal coordinates were established by GPS observations
 AB2432.and adjusted by the National Geodetic Survey in April 1998..
 AB2432
 AB2432.The orthometric height was determined by GPS observations and a
 AB2432.high-resolution geoid model.
 AB2432
 AB2432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2432
 AB2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2432
 AB2432.The ellipsoidal height was determined by GPS observations
 AB2432.and is referenced to NAD 83.
 AB2432
 AB2432.The geoid height was determined by GEOID03.
 AB2432
 AB2432;                    North         East     Units Scale Factor Converg.
 AB2432;SPC OH S     -   131,767.603   657,018.492   MT  0.99994193   +0 25 07.6
 AB2432;UTM  17      - 4,337,651.325   427,450.403   MT  0.99966481   -0 31 50.8
 AB2432
 AB2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2432!SPC OH S     -   0.99996994  x   0.99994193  =   0.99991187
 AB2432!UTM  17      -   0.99996994  x   0.99966481  =   0.99963476
 AB2432
 AB2432                          SUPERSEDED SURVEY CONTROL
 AB2432
 AB2432  ELLIP H (04/01/98)  191.60   (m)                       GP(       ) 4 1
 AB2432  NAD 83(1986)-  39 11 06.28670(N)    081 50 24.08514(W) AD(       ) 1
 AB2432
 AB2432.Superseded values are not recommended for survey control.
 AB2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2432.See file dsdata.txt to determine how the superseded data were derived.
 AB2432
 AB2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2745037651(NAD 83)
 AB2432_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2432_STAMPING: 3 1995
 AB2432_MARK LOGO: ATHCE 
 AB2432_PROJECTION: FLUSH
 AB2432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2432+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2432_ROD/PIPE-DEPTH: 1    meters
 AB2432
 AB2432  HISTORY     - Date     Condition        Report By
 AB2432  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2432
 AB2432                          STATION DESCRIPTION
 AB2432
 AB2432'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2432'IN ATHENS COUNTY, OHIO, TROY TOWNSHIP, STATION IS SET IN E.  R/W OF
 AB2432'S.R.  7 ABOUT 0.1 MI.N.  OF COUNTY LINE.  APPROXIMATELY 6 FT.E.  OF
 AB2432'THE EOP AND 96 FT.W.  OF SOME PROTRUDING YELLOW POLES.  STATION IS
 AB2432'FLUSH WITH THE GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE
 AB2432'ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6879 ***********************************************************************
 AC6879  DESIGNATION -  3
 AC6879  PID         -  AC6879
 AC6879  STATE/COUNTY-  OH/BELMONT
 AC6879  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6879
 AC6879                         *CURRENT SURVEY CONTROL
 AC6879  ___________________________________________________________________
 AC6879* NAD 83(1995)-  40 05 30.92829(N)    080 52 54.35614(W)     ADJUSTED  
 AC6879* NAVD 88     -       361.0    (meters)    1184.     (feet)  GPS OBS   
 AC6879  ___________________________________________________________________
 AC6879  X           -     774,357.610 (meters)                     COMP
 AC6879  Y           -  -4,824,643.551 (meters)                     COMP
 AC6879  Z           -   4,086,009.976 (meters)                     COMP
 AC6879  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AC6879  ELLIP HEIGHT-         327.23  (meters)          (10/07/05) GPS OBS
 AC6879  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AC6879
 AC6879  HORZ ORDER  -  FIRST
 AC6879  ELLP ORDER  -  FOURTH    CLASS II
 AC6879
 AC6879.The horizontal coordinates were established by GPS observations
 AC6879.and adjusted by the National Geodetic Survey in October 2005..
 AC6879
 AC6879.The orthometric height was determined by GPS observations and a
 AC6879.high-resolution geoid model.
 AC6879
 AC6879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6879
 AC6879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6879
 AC6879.The ellipsoidal height was determined by GPS observations
 AC6879.and is referenced to NAD 83.
 AC6879
 AC6879.The geoid height was determined by GEOID03.
 AC6879
 AC6879;                    North         East     Units Scale Factor Converg.
 AC6879;SPC OH S     -   233,476.378   737,996.084   MT  1.00001212   +1 01 36.5
 AC6879;UTM  17      - 4,437,966.720   510,078.908   MT  0.99960125   +0 04 34.1
 AC6879
 AC6879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6879!SPC OH S     -   0.99994867  x   1.00001212  =   0.99996079
 AC6879!UTM  17      -   0.99994867  x   0.99960125  =   0.99954994
 AC6879
 AC6879                          SUPERSEDED SURVEY CONTROL
 AC6879
 AC6879  NAD 83(1995)-  40 05 30.92056(N)    080 52 54.35720(W) AD(       ) 1
 AC6879  NAD 83(1986)-  40 05 30.93282(N)    080 52 54.36350(W) AD(       ) 1
 AC6879
 AC6879.Superseded values are not recommended for survey control.
 AC6879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6879.See file dsdata.txt to determine how the superseded data were derived.
 AC6879
 AC6879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE1007937967(NAD 83)
 AC6879_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6879_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6879_STAMPING: 3 1996
 AC6879_MARK LOGO: OH7200
 AC6879_PROJECTION: FLUSH
 AC6879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6879+STABILITY: SURFACE MOTION
 AC6879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6879+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6879_ROD/PIPE-DEPTH: 1    meters
 AC6879
 AC6879  HISTORY     - Date     Condition        Report By
 AC6879  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6879
 AC6879                          STATION DESCRIPTION
 AC6879
 AC6879'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6879'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6879'STATION IS SET IN THE NORTH R/W OF BARON RD.  ABOUT 0.35 MI (0.56 KM)
 AC6879'AFTER THE INTERSECTION WITH GREEN VALLEY ROAD, NORTHEAST OF ST.
 AC6879'CLAIRSVILLE.  APPROXIMATELY 70 FT.  (21.3 M) NORTHWEST OF A FIRE
 AC6879'HYDRANT, 63 FT.  (19.2 M) EAST OF THE SOUTHEAST CORNER OF HOUSE NO.
 AC6879'69346 GARAGE AND 45 FT.  (13.7 M) NORTH OF AN OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6742 ***********************************************************************
 AI6742  DESIGNATION -  3
 AI6742  PID         -  AI6742
 AI6742  STATE/COUNTY-  OH/CLINTON
 AI6742  USGS QUAD   -  BOWERSVILLE (1974)
 AI6742
 AI6742                         *CURRENT SURVEY CONTROL
 AI6742  ___________________________________________________________________
 AI6742* NAD 83(1995)-  39 33 16.68824(N)    083 44 28.14609(W)     ADJUSTED  
 AI6742* NAVD 88     -       318.1    (meters)    1044.     (feet)  GPS OBS   
 AI6742  ___________________________________________________________________
 AI6742  X           -     536,878.010 (meters)                     COMP
 AI6742  Y           -  -4,895,212.419 (meters)                     COMP
 AI6742  Z           -   4,040,164.005 (meters)                     COMP
 AI6742  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 AI6742  ELLIP HEIGHT-         285.31  (meters)          (10/07/05) GPS OBS
 AI6742  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AI6742
 AI6742  HORZ ORDER  -  FIRST
 AI6742  ELLP ORDER  -  THIRD     CLASS II
 AI6742
 AI6742.The horizontal coordinates were established by GPS observations
 AI6742.and adjusted by the National Geodetic Survey in August 2000..
 AI6742
 AI6742.The orthometric height was determined by GPS observations and a
 AI6742.high-resolution geoid model.
 AI6742
 AI6742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6742
 AI6742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6742
 AI6742.The ellipsoidal height was determined by GPS observations
 AI6742.and is referenced to NAD 83.
 AI6742
 AI6742.The geoid height was determined by GEOID03.
 AI6742
 AI6742;                    North         East     Units Scale Factor Converg.
 AI6742;SPC OH S     -   173,318.883   493,337.656   MT  0.99994031   -0 47 15.1
 AI6742;UTM  17      - 4,381,917.189   264,485.947   MT  1.00028296   -1 44 47.1
 AI6742
 AI6742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6742!SPC OH S     -   0.99995524  x   0.99994031  =   0.99989555
 AI6742!UTM  17      -   0.99995524  x   1.00028296  =   1.00023819
 AI6742
 AI6742:                Primary Azimuth Mark                     Grid Az
 AI6742:SPC OH S     -  3A                                       213 47 52.1
 AI6742:UTM  17      -  3A                                       214 45 24.1
 AI6742
 AI6742|---------------------------------------------------------------------|
 AI6742| PID    Reference Object                     Distance      Geod. Az  |
 AI6742|                                                           dddmmss.s |
 AI6742| AI6772 3A                                  APPROX. 0.6 KM 2130037.0 |
 AI6742|---------------------------------------------------------------------|
 AI6742
 AI6742                          SUPERSEDED SURVEY CONTROL
 AI6742
 AI6742  ELLIP H (08/02/00)  285.36   (m)                       GP(       ) 3 2
 AI6742
 AI6742.Superseded values are not recommended for survey control.
 AI6742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6742.See file dsdata.txt to determine how the superseded data were derived.
 AI6742
 AI6742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6448681917(NAD 83)
 AI6742_MARKER: DD = SURVEY DISK
 AI6742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6742_STAMPING: GPS 3 2000
 AI6742_MARK LOGO: OH-027
 AI6742_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6742+STABILITY: SURFACE MOTION
 AI6742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6742+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6742
 AI6742  HISTORY     - Date     Condition        Report By
 AI6742  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6742
 AI6742                          STATION DESCRIPTION
 AI6742
 AI6742'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6742'THE STATION IS LOCATED APPROXIMATELY 10.0 MI (16.1 KM) SOUTHEAST OF
 AI6742'XENIA, 8.75 MILES (14.08 KM) NORTHEAST OF WILMINGTON, 5.8 MI (9.3 KM)
 AI6742'SOUTH OF JAMESTOWN AT THE CLINTON COUNTY/GREENE COUNTY BOUNDRY ON
 AI6742'CORRY ROAD.  THE STATION IS ON THE EAST SIDE OF CORRY ROAD.
 AI6742'TO REACH THE STATION FROM CITY HALL IN WILMINGTON, PROCEED EAST ALONG
 AI6742'WEST LOCUST STREET FOR APPROXIMATLEY 0.25 MI.  (0.40 KM) TURN LEFT ON
 AI6742'HIGH STREET AND PROCEED NORTH UNTIL THE THIRD INTERSECTION.  TURN
 AI6742'RIGHT AND PROCEED NORTHEAST ALONG PRARIE AVENUE FOR APPROXIMATELY 2.75
 AI6742'MI (4.43 KM) TO AN INTERSECTION WITH STARBUCK ROAD.  TURN LEFT AND
 AI6742'PROCEED NORTH APPROXIMATELY 2.75 MI (4.43 KM) ALONG STARBUCK ROAD TO A
 AI6742'ROAD ON THE RIGHT.  CONTINUE ON STARBUCK ROAD IN A NORTHEAST DIRECTION
 AI6742'PAST GLEASON ROAD FOR APPROXIMATELY 3.5 MI (5.6 KM) TO THE STATION ON
 AI6742'THE RIGHT AT THE COUNTY LINE.  ALSO, FROM THE INTERSECTION OF
 AI6742'INTERSTATE 71 AND SR 72, TAKE 72 NORTH APPROXIMATELY 2.0 MI (3.2 KM)
 AI6742'TO HUSSEY ROAD ON THE LEFT.  TURN LEFT AND HEAD WEST APPROXIMATELY 0.5
 AI6742'MI (0.8 KM) TO CORRY ROAD.  TURN LEFT ONTO CORRY ROAD AND CONTINUE
 AI6742'APPROXIMATELY 1.5 MI (2.4 KM) TO THE COUNTY LINE AND THE STATION ON
 AI6742'THE LEFT.
 AI6742'THE STATION IS LOCATED APPROXIMATELY 99.1 FT (30.2 M) SOUTH OF A POWER
 AI6742'POLE, 49.7 FT (15.1 M) SOUTHEAST OF A COUNTY SURVEY MARK ON THE WEST
 AI6742'SIDE OF CORRY ROAD, AND 13.1 FEET (4.0 M) SOUTHEAST OF THE EDGE OF
 AI6742'PAVEMENT OF CORRY ROAD.  A STANDARD CLINTON COUNTY GPS DISK SET IN A
 AI6742'ROUND CONCRETE MONUMENT AND STAMPED--GPS 3 2000--RECESSED 0.2 FT (6.1
 AI6742'CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3237 ***********************************************************************
 MB3237  DESIGNATION -  3 AQ
 MB3237  PID         -  MB3237
 MB3237  STATE/COUNTY-  OH/CUYAHOGA
 MB3237  USGS QUAD   -  BEREA (1984)
 MB3237
 MB3237                         *CURRENT SURVEY CONTROL
 MB3237  ___________________________________________________________________
 MB3237* NAD 83(1995)-  41 18 23.14225(N)    081 46 31.25742(W)     ADJUSTED  
 MB3237* NAVD 88     -       266.1    (meters)     873.     (feet)  GPS OBS   
 MB3237  ___________________________________________________________________
 MB3237  X           -     686,429.740 (meters)                     COMP
 MB3237  Y           -  -4,749,018.246 (meters)                     COMP
 MB3237  Z           -   4,188,200.180 (meters)                     COMP
 MB3237  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 MB3237  ELLIP HEIGHT-         232.24  (meters)          (10/07/05) GPS OBS
 MB3237  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB3237
 MB3237  HORZ ORDER  -  FIRST
 MB3237  ELLP ORDER  -  FOURTH    CLASS I
 MB3237
 MB3237.The horizontal coordinates were established by GPS observations
 MB3237.and adjusted by the National Geodetic Survey in April 1998..
 MB3237
 MB3237.The orthometric height was determined by GPS observations and a
 MB3237.high-resolution geoid model.
 MB3237
 MB3237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3237
 MB3237.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3237
 MB3237.The ellipsoidal height was determined by GPS observations
 MB3237.and is referenced to NAD 83.
 MB3237
 MB3237.The geoid height was determined by GEOID03.
 MB3237
 MB3237;                    North         East     Units Scale Factor Converg.
 MB3237;SPC OH N     -   182,342.172   660,681.516   MT  0.99994780   +0 28 33.8
 MB3237;UTM  17      - 4,573,064.324   435,094.615   MT  0.99965184   -0 30 42.5
 MB3237
 MB3237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3237!SPC OH N     -   0.99996357  x   0.99994780  =   0.99991138
 MB3237!UTM  17      -   0.99996357  x   0.99965184  =   0.99961543
 MB3237
 MB3237                          SUPERSEDED SURVEY CONTROL
 MB3237
 MB3237  ELLIP H (04/01/98)  232.27   (m)                       GP(       ) 4 1
 MB3237  NAD 83(1995)-  41 18 23.15062(N)    081 46 31.25885(W) AD(       ) 1
 MB3237  NAD 83(1986)-  41 18 23.15181(N)    081 46 31.25845(W) AD(       ) 1
 MB3237  NGVD 29 (11/06/91)  266.3    (m)          874.     (f) GPS OBS        
 MB3237
 MB3237.Superseded values are not recommended for survey control.
 MB3237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3237.See file dsdata.txt to determine how the superseded data were derived.
 MB3237
 MB3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3509573064(NAD 83)
 MB3237_MARKER: I = METAL ROD
 MB3237_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3237_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3237_MARK LOGO: NONE  
 MB3237_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB3237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3237+SATELLITE: SATELLITE OBSERVATIONS - 2000
 MB3237
 MB3237  HISTORY     - Date     Condition        Report By
 MB3237  HISTORY     - UNK      MONUMENTED
 MB3237  HISTORY     - 19900324 GOOD             AEROS
 MB3237  HISTORY     - 2000     GOOD             OH-103
 MB3237
 MB3237                          STATION DESCRIPTION
 MB3237
 MB3237'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3237'THE STATION IS LOCATED ABOUT 3.06 KM (1.90 MI) EAST OF INTERSTATE 71,
 MB3237'1.2 KM (0.75 MI) SOUTH OF STATE HIGHWAY 82, IN THE CITY OF NORTH
 MB3237'ROYALTON.
 MB3237'TO REACH FROM THE JUNCTION OF INTERSTATE 71 AND ROYALTON ROAD, GO EAST
 MB3237'FOR 1.9 KM (1.20 MI) ON ROYALTON ROAD TO EAST 130TH STREET. TURN RIGHT
 MB3237'AND GO SOUTH FOR 0.08 KM (0.05 MI) ON WEST 130TH STREET TO EDGERTON
 MB3237'ROAD.  TURN LEFT AND GO EAST FOR 1.13 KM (0.70 MI) ON EDGERTON ROAD TO
 MB3237'A THREE WAY INTERSECTION WITH AKINS ROAD AND THE STATION.
 MB3237'STATION IS A 1 CM DIAMETER IRON ROD RECESSED 33 CM BELOW THE ROAD
 MB3237'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX. LOCATED AT THE
 MB3237'CENTERLINE OF AKINS ROAD, 9.14 M (30.0 FT) EAST FROM THE CENTERLINE OF
 MB3237'EDGERTON ROAD.
 MB3237
 MB3237                          STATION RECOVERY (2000)
 MB3237
 MB3237'RECOVERY NOTE BY MEDINA COUNTY OHIO 2000
 MB3237'RECOVERY NOTE BY MEDINA COUNTY SANITARY ENGINEER 2000
 MB3237'FOUND AS DESCRIBED IN GOOD CONDITION.
 MB3237'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1312 ***********************************************************************
 MB1312  DESIGNATION -  3 CWL
 MB1312  PID         -  MB1312
 MB1312  STATE/COUNTY-  OH/MEDINA
 MB1312  USGS QUAD   -  WESTFIELD CENTER (1994)
 MB1312
 MB1312                         *CURRENT SURVEY CONTROL
 MB1312  ___________________________________________________________________
 MB1312* NAD 83(1986)-  41 00 46.     (N)    081 58 24.     (W)     SCALED    
 MB1312* NAVD 88     -       296.378  (meters)     972.37   (feet)  ADJUSTED  
 MB1312  ___________________________________________________________________
 MB1312  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MB1312  DYNAMIC HT  -         296.248 (meters)     971.94  (feet)  COMP
 MB1312  MODELED GRAV-     980,177.3   (mgal)                       NAVD 88
 MB1312
 MB1312  VERT ORDER  -  FIRST     CLASS I
 MB1312
 MB1312.The horizontal coordinates were scaled from a topographic map and have
 MB1312.an estimated accuracy of +/- 6 seconds.
 MB1312
 MB1312.The orthometric height was determined by differential leveling
 MB1312.and adjusted by the National Geodetic Survey in June 1991..
 MB1312.WARNING-Repeat measurements at this control monument indicate possible
 MB1312.vertical movement.
 MB1312
 MB1312.The geoid height was determined by GEOID03.
 MB1312
 MB1312.The dynamic height is computed by dividing the NAVD 88
 MB1312.geopotential number by the normal gravity value computed on the
 MB1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1312.degrees latitude (g = 980.6199 gals.).
 MB1312
 MB1312.The modeled gravity was interpolated from observed gravity values.
 MB1312
 MB1312;                    North         East    Units  Estimated Accuracy
 MB1312;SPC OH N     -   149,610.      644,300.      MT  (+/- 180 meters Scaled)
 MB1312
 MB1312                          SUPERSEDED SURVEY CONTROL
 MB1312
 MB1312  NGVD 29 (??/??/92)  296.583  (m)          973.04   (f) ADJ UNCH    1 1
 MB1312
 MB1312.Superseded values are not recommended for survey control.
 MB1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1312.See file dsdata.txt to determine how the superseded data were derived.
 MB1312
 MB1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF181406(NAD 83)
 MB1312_MARKER: DD = SURVEY DISK
 MB1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1312_STAMPING: CWL 3 TT 1952 973
 MB1312_MARK LOGO: USGS  
 MB1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1312+STABILITY: SURFACE MOTION
 MB1312
 MB1312  HISTORY     - Date     Condition        Report By
 MB1312  HISTORY     - 1952     MONUMENTED       USGS
 MB1312  HISTORY     - 1967     GOOD             CGS
 MB1312
 MB1312                          STATION DESCRIPTION
 MB1312
 MB1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB1312'2.4 MI SE FROM LODI.
 MB1312'ABOUT 2.4 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB1312'FROM THE OVERPASS OVER THE NEW YORK, CHICAGO AND ST LOUIS
 MB1312'RAILROAD AT LODI, 33 1/2 FEET NORTH OF THE CENTER OF THE CROSSING
 MB1312'OF COUNTY ROAD 46 AND THE WESTBOUND TRACK, 29.2 FEET NORTHEAST OF
 MB1312'THE NORTHEAST RAIL OF THE WESTBOUND TRACK, 19 1/2 FEET SOUTHEAST
 MB1312'OF MILEPOLE 162.33, 22 FEET NORTHWEST OF THE CENTER LINE OF THE
 MB1312'ROAD, 5 FEET NORTHWEST OF A CROSSING SIGN, 1.1 FEET SOUTHEAST OF
 MB1312'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 MB1312'TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2935 ***********************************************************************
 JZ2935  DESIGNATION -  3 KILO NE
 JZ2935  PID         -  JZ2935
 JZ2935  STATE/COUNTY-  OH/MONTGOMERY
 JZ2935  USGS QUAD   -  TIPP CITY (1992)
 JZ2935
 JZ2935                         *CURRENT SURVEY CONTROL
 JZ2935  ___________________________________________________________________
 JZ2935* NAD 83(1995)-  39 54 14.38159(N)    084 12 00.19880(W)     ADJUSTED  
 JZ2935* NAVD 88     -       302.2    (meters)     991.     (feet)  GPS OBS   
 JZ2935  ___________________________________________________________________
 JZ2935  X           -     495,146.817 (meters)                     COMP
 JZ2935  Y           -  -4,874,676.315 (meters)                     COMP
 JZ2935  Z           -   4,069,986.542 (meters)                     COMP
 JZ2935  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 JZ2935  ELLIP HEIGHT-         269.04  (meters)          (10/07/05) GPS OBS
 JZ2935  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JZ2935
 JZ2935  HORZ ORDER  -  FIRST
 JZ2935  ELLP ORDER  -  FOURTH    CLASS II
 JZ2935
 JZ2935.This mark is at James M Cox Dayton Intl Airport (DAY)
 JZ2935
 JZ2935.The horizontal coordinates were established by GPS observations
 JZ2935.and adjusted by the National Geodetic Survey in May 1997..
 JZ2935
 JZ2935.The orthometric height was determined by GPS observations and a
 JZ2935.high-resolution geoid model.
 JZ2935
 JZ2935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ2935
 JZ2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2935
 JZ2935.The ellipsoidal height was determined by GPS observations
 JZ2935.and is referenced to NAD 83.
 JZ2935
 JZ2935.The geoid height was determined by GEOID03.
 JZ2935
 JZ2935;                    North         East     Units Scale Factor Converg.
 JZ2935;SPC OH S     -   212,741.719   454,634.557   MT  0.99997697   -1 04 43.4
 JZ2935;UTM  16      - 4,420,855.086   739,353.871   MT  1.00030535   +1 47 49.3
 JZ2935
 JZ2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2935!SPC OH S     -   0.99995779  x   0.99997697  =   0.99993477
 JZ2935!UTM  16      -   0.99995779  x   1.00030535  =   1.00026313
 JZ2935
 JZ2935:                Primary Azimuth Mark                     Grid Az
 JZ2935:SPC OH S     -  VANDALIA                                 182 31 43.0
 JZ2935:UTM  16      -  VANDALIA                                 179 39 10.3
 JZ2935
 JZ2935|---------------------------------------------------------------------|
 JZ2935| PID    Reference Object                     Distance      Geod. Az  |
 JZ2935|                                                           dddmmss.s |
 JZ2935| JZ0043 VANDALIA                            APPROX. 0.6 KM 1812659.6 |
 JZ2935| JZ2932 HOME PYLON                          APPROX. 0.7 KM 2413431.2 |
 JZ2935|---------------------------------------------------------------------|
 JZ2935
 JZ2935                          SUPERSEDED SURVEY CONTROL
 JZ2935
 JZ2935  ELLIP H (05/30/97)  269.15   (m)                       GP(       ) 4 2
 JZ2935  NAD 83(1986)-  39 54 14.39262(N)    084 12 00.20283(W) AD(       ) 3
 JZ2935  NAD 27      -  39 54 14.19500(N)    084 12 00.41000(W) AD(       ) 3
 JZ2935  NGVD 29 (07/19/86)  302.35   (m)          992.0    (f) LEVELING    3  
 JZ2935
 JZ2935.Superseded values are not recommended for survey control.
 JZ2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2935.See file dsdata.txt to determine how the superseded data were derived.
 JZ2935
 JZ2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3935420855(NAD 83)
 JZ2935_MARKER: DD = SURVEY DISK
 JZ2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2935_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ2935_STAMPING: 3 KILO NE 1953
 JZ2935_MARK LOGO: CGS   
 JZ2935_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2935+STABILITY: SURFACE MOTION
 JZ2935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2935+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1995
 JZ2935
 JZ2935  HISTORY     - Date     Condition        Report By
 JZ2935  HISTORY     - 1953     MONUMENTED       CGS
 JZ2935  HISTORY     - 1957     GOOD             CGS
 JZ2935  HISTORY     - 1967     GOOD             CGS
 JZ2935  HISTORY     - 1969     GOOD             CGS
 JZ2935  HISTORY     - 1982     GOOD             NGS
 JZ2935  HISTORY     - 19951023 GOOD             NGS
 JZ2935
 JZ2935                          STATION DESCRIPTION
 JZ2935
 JZ2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 JZ2935'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE VILLAGE OF VANDELIA
 JZ2935'AND IN THE NORTHEAST CORNER OF THE DATON MUNICIPAL AIRPORT. IT IS
 JZ2935'248 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL STRIPED
 JZ2935'BUILDING WHICH IS THE NORTHEAST OF THE TWO BUILDINGS, 171 FEET
 JZ2935'WEST OF THE NORTHEAST FENCE-CORNER, 136 FEET EAST OF THE CENTERLINE
 JZ2935'OF A GRAVEL DRIVE LEADING TO A SMALL BUILDING AT THE APPROACH OF
 JZ2935'THE AIR-STRIP AND 11 FEET SOUTH OF AN EAST AND WEST FENCE. THE MARK
 JZ2935'IS A BRONZE DISK 2 INCHES IN DIAMETER WHICH IS SET IN THE
 JZ2935'TOP OF A 11 X 11 CONCRETE BLOCK. THE MARK PROJECTS 3 INCHES AND
 JZ2935'THE DISK IS STAMPED 3 KILO NE 1953.
 JZ2935'
 JZ2935'NOTE- NO REFERENCE MARKS WERE SET.
 JZ2935'
 JZ2935'STATION- VANDALIA 1938 CAN BE USED FOR AN AZIMUTH.
 JZ2935'
 JZ2935'TO REACH FROM THE ENTRANCE OF THE DAYTON MUNICIPAL AIRPORT (WHICH IS
 JZ2935'ABOUT 1 MILE NORTH OF THE VILLAGE OF VANDALIA) GO WEST FOR 0.05
 JZ2935'MILE, TURN LEFT (SOUTH) ACROSS A SMALL PARKING AREA TO A GATE LEADING
 JZ2935'INTO THE AIRFIELD AND STATION ON THE LEFT AS DESCRIBED ABOVE.
 JZ2935'
 JZ2935'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 JZ2935
 JZ2935                          STATION RECOVERY (1957)
 JZ2935
 JZ2935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 JZ2935'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 JZ2935'CONDITION.
 JZ2935
 JZ2935                          STATION RECOVERY (1967)
 JZ2935
 JZ2935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WNR)
 JZ2935'STATION RECOVERED IN GOOD CONDITION.
 JZ2935
 JZ2935                          STATION RECOVERY (1969)
 JZ2935
 JZ2935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (PDC)
 JZ2935'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JZ2935'
 JZ2935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 0.5 MILE
 JZ2935'NORTH OF VANDALIA.
 JZ2935
 JZ2935                          STATION RECOVERY (1982)
 JZ2935
 JZ2935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DRM)
 JZ2935'STATION RECOVERED AS DESCRIBED WITH THE NOTE THAT THE SMALL STRIPED
 JZ2935'BUILDING IS NO LONGER THERE.
 JZ2935'
 JZ2935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DAYTON
 JZ2935'INTERNATIONAL AIRPORT 1 MILE NORTH OF VANDALIA.
 JZ2935
 JZ2935                          STATION RECOVERY (1995)
 JZ2935
 JZ2935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JZ2935'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) NORTH OF DAYTON, 1 KM
 JZ2935'(0.60 MI) WEST-NORTHWEST OF VANDALIA AT THE JAMES M.  COX-DAYTON
 JZ2935'INTERNATIONAL AIRPORT, NEAR RUNWAY END 24L AND THE EAST EDGE OF THE
 JZ2935'AIRFIELD, ADJACENT TO A GRASS PARKING LOT, AND JUST EAST OF THE
 JZ2935'MAINTENANCE BUILDING.  OWNERSHIP--CITY OF DAYTON, DEPARTMENT OF
 JZ2935'AVIATION, 3848 WRIGHT DRIVE, DAYTON, OH.  45377.  DOUGLAS L.  WARNER
 JZ2935'IS AIRPORT FIELD MAINTENANCE SUPERVISOR II.  PHONE 513-454-8228.
 JZ2935'CONTACT HIM AT LEAST ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT TO
 JZ2935'THIS STATION.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 JZ2935'U.S.  HIGHWAY 40 (NATIONAL ROAD) , (EXIT 63) , GO WEST ON HIGHWAY 40
 JZ2935'FOR 1.05 KM (0.65 MI) TO THE INTERSECTION OF U.S.  HIGHWAY 25 (NORTH
 JZ2935'DIXIE DRIVE) IN VANDALIA.  TURN RIGHT, NORTH, ON NORTH DIXIE DRIVE FOR
 JZ2935'1.53 KM (0.95 MI) TO THE JUNCTION OF WRIGHT DRIVE ON THE LEFT.  TURN
 JZ2935'LEFT, WEST, ON WRIGHT DRIVE FOR 0.24 KM (0.15 MI) TO A LOCKED GATE ON
 JZ2935'THE LEFT.  TURN LEFT, SOUTH, PASSING THROUGH THE GATE, THEN BEAR LEFT,
 JZ2935'SOUTHEAST, AROUND A CONCRETE LOADING RAMP FOR ABOUT 50 M (164.0 FT) TO
 JZ2935'A FENCE CORNER.  TURN LEFT, EAST, ALONG THE FENCE FOR ABOUT 134 M
 JZ2935'(439.6 FT) TO THE STATION ON THE RIGHT.  THE STATION IS A 2 INCH
 JZ2935'DIAMETER SURVEY DISK SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 JZ2935'SET FLUSH WITH THE GROUND.  IT IS ABOUT 134 M (439.6 FT) EAST OF
 JZ2935'STATION DAYT B, 51.2 M (168.0 FT) WEST-SOUTHWEST OF A CHAIN-LINK FENCE
 JZ2935'CORNER, 41.0 M (134.5 FT) EAST OF A TRAIL ROAD LEADING TO THE APPROACH
 JZ2935'END OF RUNWAY 24L, AND 3.3 M (10.8 FT) SOUTH OF A FIBERGLASS WITNESS
 JZ2935'POST IN A CHAIN-LINK FENCE.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL
 JZ2935'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2937 ***********************************************************************
 JZ2937  DESIGNATION -  3 KILO NE ALIGNMENT POINT
 JZ2937  PID         -  JZ2937
 JZ2937  STATE/COUNTY-  OH/MONTGOMERY
 JZ2937  USGS QUAD   -  TIPP CITY (1992)
 JZ2937
 JZ2937                         *CURRENT SURVEY CONTROL
 JZ2937  ___________________________________________________________________
 JZ2937* NAD 83(1995)-  39 54 05.45275(N)    084 11 52.19054(W)     ADJUSTED  
 JZ2937* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 JZ2937  ___________________________________________________________________
 JZ2937  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JZ2937  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JZ2937
 JZ2937  HORZ ORDER  -  THIRD
 JZ2937
 JZ2937.The horizontal coordinates were established by classical geodetic methods
 JZ2937.and adjusted by the National Geodetic Survey in April 1998..
 JZ2937
 JZ2937.The orthometric height was scaled from a topographic map.
 JZ2937
 JZ2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2937
 JZ2937.The geoid height was determined by GEOID03.
 JZ2937
 JZ2937;                    North         East     Units Scale Factor Converg.
 JZ2937;SPC OH S     -   212,462.808   454,819.567   MT  0.99997658   -1 04 38.3
 JZ2937;UTM  16      - 4,420,585.719   739,552.707   MT  1.00030653   +1 47 54.1
 JZ2937
 JZ2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2937!SPC OH S     -   0.99995799  x   0.99997658  =   0.99993457
 JZ2937!UTM  16      -   0.99995799  x   1.00030653  =   1.00026451
 JZ2937
 JZ2937                          SUPERSEDED SURVEY CONTROL
 JZ2937
 JZ2937  NAD 83(1986)-  39 54 05.46381(N)    084 11 52.19465(W) AD(       ) 3
 JZ2937  NAD 27      -  39 54 05.26600(N)    084 11 52.40200(W) AD(       ) 3
 JZ2937
 JZ2937.Superseded values are not recommended for survey control.
 JZ2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2937.See file dsdata.txt to determine how the superseded data were derived.
 JZ2937
 JZ2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3955320586(NAD 83)
 JZ2937_MARKER: DD = SURVEY DISK
 JZ2937_SETTING: 0 = UNSPECIFIED SETTING
 JZ2937_STAMPING: ALIGNMENT POINT N E
 JZ2937_MARK LOGO: CGS   
 JZ2937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2937
 JZ2937  HISTORY     - Date     Condition        Report By
 JZ2937  HISTORY     - 1953     MONUMENTED       CGS
 JZ2937  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ2937
 JZ2937                          STATION DESCRIPTION
 JZ2937
 JZ2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 JZ2937'THE STATION IS LOCATED ABOUT 3/4 MILE NORTH OF VANDALIA, IN A
 JZ2937'CULTIVATED FIELD TO THE RIGHT OF HIGHWAY 25. IT IS 153 FEET NORTH
 JZ2937'OF THE CENTERLINE OF ENGLE ROAD AND THIS POINT IS IN LINE WITH THE
 JZ2937'WEST POST OF THE WEST EXIT GATE TO THE AERO FACTORY. THE MARK IS
 JZ2937'A RECTANGLE SHAPED PLATE SET IN CONCRETE AND A PUNCH HOLE IN THE
 JZ2937'CENTER OF A CHISELED SQUARE MARKS THE STATION. THE PLATE IS STAMPED
 JZ2937'ALIGNMENT POINT N E AND ABOUT 12 INCHES BELOW THE SURFACE OF THE
 JZ2937'GROUND.
 JZ2937'
 JZ2937'A TRAVERSE CONNECTION WAS MADE FROM STATION 3 KILO N E TO ALIGNMENT
 JZ2937'POINT NE- IT IS 334.715 METERS OR 1098.14 FEET SOUTHEAST OF THE
 JZ2937'STATION.
 JZ2937'
 JZ2937'TO REACH FROM THE JUNCTION OF HIGHWAYS 40 AND 25 IN VANDALIA, GO NORTH
 JZ2937'ON HIGHWAY 25 FOR 0.7 MILE TO A SIDE ROAD (ENGLE ROAD) RIGHT JUST
 JZ2937'BEFORE REACHING A TRUCK WEIGHING STATION, TURN RIGHT ON ENGLE ROAD
 JZ2937'FOR 0.05 MILE TO THE WEST EXIT GATE OF FACTORY ON THE RIGHT AND
 JZ2937'THE STATION 153 FEET TO THE NORTH.
 JZ2937
 JZ2937                          STATION RECOVERY (1967)
 JZ2937
 JZ2937'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (RCB)
 JZ2937'DIDNT FIND-FIELD UNDER CULTIVATION, DESCRIPTION TOO VAGUE TO WARRENT
 JZ2937'DIGGING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2940 ***********************************************************************
 JZ2940  DESIGNATION -  3 KILO NE CAMERA STATION
 JZ2940  PID         -  JZ2940
 JZ2940  STATE/COUNTY-  OH/MONTGOMERY
 JZ2940  USGS QUAD   -  TIPP CITY (1992)
 JZ2940
 JZ2940                         *CURRENT SURVEY CONTROL
 JZ2940  ___________________________________________________________________
 JZ2940* NAD 83(1995)-  39 54 05.04619(N)    084 11 51.82591(W)     ADJUSTED  
 JZ2940* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 JZ2940  ___________________________________________________________________
 JZ2940  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JZ2940  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JZ2940
 JZ2940  HORZ ORDER  -  THIRD
 JZ2940
 JZ2940.The horizontal coordinates were established by classical geodetic methods
 JZ2940.and adjusted by the National Geodetic Survey in April 1998..
 JZ2940
 JZ2940.The orthometric height was scaled from a topographic map.
 JZ2940
 JZ2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2940
 JZ2940.The geoid height was determined by GEOID03.
 JZ2940
 JZ2940;                    North         East     Units Scale Factor Converg.
 JZ2940;SPC OH S     -   212,450.109   454,827.992   MT  0.99997656   -1 04 38.1
 JZ2940;UTM  16      - 4,420,573.454   739,561.760   MT  1.00030658   +1 47 54.3
 JZ2940
 JZ2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2940!SPC OH S     -   0.99995799  x   0.99997656  =   0.99993455
 JZ2940!UTM  16      -   0.99995799  x   1.00030658  =   1.00026456
 JZ2940
 JZ2940                          SUPERSEDED SURVEY CONTROL
 JZ2940
 JZ2940  NAD 83(1986)-  39 54 05.05724(N)    084 11 51.83002(W) AD(       ) 3
 JZ2940  NAD 27      -  39 54 04.85900(N)    084 11 52.03700(W) AD(       ) 3
 JZ2940
 JZ2940.Superseded values are not recommended for survey control.
 JZ2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2940.See file dsdata.txt to determine how the superseded data were derived.
 JZ2940
 JZ2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3956220573(NAD 83)
 JZ2940_MARKER: DD = SURVEY DISK
 JZ2940_SETTING: 0 = UNSPECIFIED SETTING
 JZ2940_STAMPING: CAMERA STATION N E 1953
 JZ2940_MARK LOGO: CGS   
 JZ2940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2940
 JZ2940  HISTORY     - Date     Condition        Report By
 JZ2940  HISTORY     - 1953     MONUMENTED       CGS
 JZ2940
 JZ2940                          STATION DESCRIPTION
 JZ2940
 JZ2940'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 JZ2940'THE STATION IS LOCATED ABOUT 3/4 MILE NORTH OF VANDALIA, IN A
 JZ2940'CULTIVATED FIELD TO THE RIGHT OF HIGHWAY 25. IT IS 118 FEET
 JZ2940'NORTH OF THE CENTERLINE OF ENGLE ROAD AND THIS POINT IS DIRECTLY IN
 JZ2940'FRONT OF THE WEST EXIT GATE OF THE AERO FACTORY TO THE
 JZ2940'SOUTH. THE MARK IS A RECTANGLE SHAPED PLATE SET IN CONCRETE AND A
 JZ2940'PUNCH HOLE IN THE CENTER OF A CHISELED SQUARE MARKS THE
 JZ2940'STATION. THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND
 JZ2940'AND STAMPED CAMERA STATION N E 1953.
 JZ2940'
 JZ2940'A TRAVERSE CONNECTION WAS MADE FROM STATION 3 KILO. N E TO CAMERA
 JZ2940'STATION N E. IT IS 349.955 METERS OR 1148.14 FEET SOUTHEAST
 JZ2940'OF THE STATION.
 JZ2940'
 JZ2940'TO REACH FROM THE JUNCTION OF HIGHWAYS 40 AND 25 IN VANDALIA, GO
 JZ2940'NORTH ON HIGHWAY 25 FOR 0.7 MILE TO A SIDE ROAD (ENGLE ROAD)
 JZ2940'RIGHT JUST BEFORE REACHING A TRUCK WEIGHING STATION, TURN RIGHT FOR
 JZ2940'0.05 MILE TO THE WEST EXIT GATE OF THE FACTORY ON THE RIGHT
 JZ2940'AND THE STATION 118 FEET TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2939 ***********************************************************************
 JZ2939  DESIGNATION -  3 KILO SW
 JZ2939  PID         -  JZ2939
 JZ2939  STATE/COUNTY-  OH/MONTGOMERY
 JZ2939  USGS QUAD   -  TIPP CITY (1992)
 JZ2939
 JZ2939                         *CURRENT SURVEY CONTROL
 JZ2939  ___________________________________________________________________
 JZ2939* NAD 83(1995)-  39 53 19.08416(N)    084 13 44.08989(W)     ADJUSTED  
 JZ2939* NAVD 88     -       306.18   (+/-2cm)    1004.5    (feet)  VERTCON   
 JZ2939  ___________________________________________________________________
 JZ2939  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 JZ2939  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JZ2939
 JZ2939  HORZ ORDER  -  THIRD
 JZ2939  VERT ORDER  -  THIRD ? (See Below)
 JZ2939
 JZ2939.The horizontal coordinates were established by classical geodetic methods
 JZ2939.and adjusted by the National Geodetic Survey in April 1998..
 JZ2939
 JZ2939.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2939.The vertical order pertains to the NGVD 29 superseded value.
 JZ2939
 JZ2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2939
 JZ2939.The geoid height was determined by GEOID03.
 JZ2939
 JZ2939;                    North         East     Units Scale Factor Converg.
 JZ2939;SPC OH S     -   211,083.420   452,134.609   MT  0.99997458   -1 05 49.3
 JZ2939;UTM  16      - 4,419,072.894   736,939.477   MT  1.00029120   +1 46 40.5
 JZ2939
 JZ2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2939!SPC OH S     -   0.99995715  x   0.99997458  =   0.99993173
 JZ2939!UTM  16      -   0.99995715  x   1.00029120  =   1.00024834
 JZ2939
 JZ2939:                Primary Azimuth Mark                     Grid Az
 JZ2939:SPC OH S     -  VAN                                      040 35 24.4
 JZ2939:UTM  16      -  VAN                                      037 42 54.6
 JZ2939
 JZ2939|---------------------------------------------------------------------|
 JZ2939| PID    Reference Object                     Distance      Geod. Az  |
 JZ2939|                                                           dddmmss.s |
 JZ2939| JZ2928 VAN                                 APPROX. 1.1 KM 0392935.1 |
 JZ2939| JZ2932 HOME PYLON                          APPROX. 2.3 KM 0532931.3 |
 JZ2939| CC7697 3 KILO SW RM 1                       21.660 METERS 16156     |
 JZ2939| CC7698 3 KILO SW RM 2                       44.781 METERS 23529     |
 JZ2939|---------------------------------------------------------------------|
 JZ2939
 JZ2939                          SUPERSEDED SURVEY CONTROL
 JZ2939
 JZ2939  NAD 83(1986)-  39 53 19.09533(N)    084 13 44.09436(W) AD(       ) 3
 JZ2939  NAD 27      -  39 53 18.89600(N)    084 13 44.29900(W) AD(       ) 3
 JZ2939  NGVD 29 (07/19/86)  306.37   (m)         1005.1    (f) LEVELING    3  
 JZ2939
 JZ2939.Superseded values are not recommended for survey control.
 JZ2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2939.See file dsdata.txt to determine how the superseded data were derived.
 JZ2939
 JZ2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3693919073(NAD 83)
 JZ2939_MARKER: DD = SURVEY DISK
 JZ2939_SETTING: 0 = UNSPECIFIED SETTING
 JZ2939
 JZ2939  HISTORY     - Date     Condition        Report By
 JZ2939  HISTORY     - 1953     MONUMENTED       CGS
 JZ2939  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ2939
 JZ2939                          STATION DESCRIPTION
 JZ2939
 JZ2939'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 JZ2939'THE STATION IS LOCATED ABOUT 1 MILE WEST OF VANDALIA IN AN OPEN FIELD
 JZ2939'TO THE NORTH OF U.S. HIGHWAY 40 WEST.  IT IS 110 FEET NORTH OF
 JZ2939'THE CENTERLINE OF THE HIGHWAY AND 72 FEET NORTH OF A FENCE. THE MARK
 JZ2939'IS OF CONCRETE SET 11 INCHES BELOW THE SURFACE OF THE GROUND AND
 JZ2939'A BRONZE DISK 2 INCHES IN DIAMETER IS STAMPED 3 KILO SW 1953.
 JZ2939'
 JZ2939'REFERENCE MARK NO. 1 IS 43 FEET NORTH OF THE CENTERLINE OF THE
 JZ2939'HIGHWAY, 25 FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTH
 JZ2939'OF THE FENCE. THE MARK IS CONCRETE, PROJECTS 2 INCHES AND A BRONZE
 JZ2939'DISK 2 INCHES IN DIAMETER IS STAMPED 3 KILO SW NO 1 1953.
 JZ2939'
 JZ2939'REFERENCE MARK NO. 2 IS 43 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 JZ2939'32 FEET EAST OF A TELEPHONE POLE AND 1 FOOT NORTH OF A FENCE.
 JZ2939'THE MARK IS CONCRETE, PROJECTS 2 INCHES AND A BRONZE DISK IS STAMPED
 JZ2939'3 KILO SW NO 2 1953.
 JZ2939'
 JZ2939'SW ALIGNMENT POINT IS SET IN AN OPEN FIELD TO THE NORTH OF THE
 JZ2939'STATION. THE MARK IS CONCRETE, SET ABOUT 12 INCHES BELOW THE
 JZ2939'SURFACE OF THE GROUND AND A BRONZE RECTANGULAR DISK IS STAMPED SW
 JZ2939'ALIGNMENT POINT 1953.
 JZ2939'
 JZ2939'SW CAMERA STATION IS SET IN AN OPEN FIELD TO THE NORTH OF THE STATION
 JZ2939'AND JUST BEYOND SW ALIGNMENT POINT. THE MARK IS CONCRETE SET
 JZ2939'ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND A BRONZE DISK IS
 JZ2939'STAMPED SW CAMERA STATION 1953.
 JZ2939'
 JZ2939'NO AZIMUTH MARK WAS SET.
 JZ2939'
 JZ2939'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF US
 JZ2939'HIGHWAYS 40 AND 25 IN VANDALIA, GO WEST ON US HIGHWAY 40 FOR
 JZ2939'1.0 MILE A YELLOW FLASHING CAUTION LIGHT AT A DIRT CROSSROAD,
 JZ2939'CONTINUE FOR ABOUT 0.1 MILE TO THE STATION ON RIGHT AS
 JZ2939'DESCRIBED.
 JZ2939'
 JZ2939'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 JZ2939
 JZ2939                          STATION RECOVERY (1967)
 JZ2939
 JZ2939'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (RCB)
 JZ2939'COULDNT FIND-DESCRIPTION TOO VAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2938 ***********************************************************************
 JZ2938  DESIGNATION -  3 KILO SW ALIGNMENT POINT
 JZ2938  PID         -  JZ2938
 JZ2938  STATE/COUNTY-  OH/MONTGOMERY
 JZ2938  USGS QUAD   -  TIPP CITY (1992)
 JZ2938
 JZ2938                         *CURRENT SURVEY CONTROL
 JZ2938  ___________________________________________________________________
 JZ2938* NAD 83(1995)-  39 53 26.80838(N)    084 13 51.02153(W)     ADJUSTED  
 JZ2938* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 JZ2938  ___________________________________________________________________
 JZ2938  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 JZ2938  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JZ2938
 JZ2938  HORZ ORDER  -  THIRD
 JZ2938
 JZ2938.The horizontal coordinates were established by classical geodetic methods
 JZ2938.and adjusted by the National Geodetic Survey in April 1998..
 JZ2938
 JZ2938.The orthometric height was scaled from a topographic map.
 JZ2938
 JZ2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2938
 JZ2938.The geoid height was determined by GEOID03.
 JZ2938
 JZ2938;                    North         East     Units Scale Factor Converg.
 JZ2938;SPC OH S     -   211,324.758   451,974.520   MT  0.99997491   -1 05 53.7
 JZ2938;UTM  16      - 4,419,305.973   736,767.431   MT  1.00029019   +1 46 36.3
 JZ2938
 JZ2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2938!SPC OH S     -   0.99995721  x   0.99997491  =   0.99993212
 JZ2938!UTM  16      -   0.99995721  x   1.00029019  =   1.00024739
 JZ2938
 JZ2938                          SUPERSEDED SURVEY CONTROL
 JZ2938
 JZ2938  NAD 83(1986)-  39 53 26.81952(N)    084 13 51.02593(W) AD(       ) 3
 JZ2938  NAD 27      -  39 53 26.62000(N)    084 13 51.23000(W) AD(       ) 3
 JZ2938
 JZ2938.Superseded values are not recommended for survey control.
 JZ2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2938.See file dsdata.txt to determine how the superseded data were derived.
 JZ2938
 JZ2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3676719306(NAD 83)
 JZ2938_MARKER: DD = SURVEY DISK
 JZ2938_SETTING: 0 = UNSPECIFIED SETTING
 JZ2938_STAMPING: ALIGNMENT POINT SW 1953
 JZ2938_MARK LOGO: CGS   
 JZ2938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2938
 JZ2938  HISTORY     - Date     Condition        Report By
 JZ2938  HISTORY     - 1953     MONUMENTED       CGS
 JZ2938  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ2938
 JZ2938                          STATION DESCRIPTION
 JZ2938
 JZ2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 JZ2938'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST-NORTHWEST OF VANDALIA,
 JZ2938'IN A CULTIVATED FIELD. IT IS 1029 FEET WEST OF THE CENTERLINE
 JZ2938'OF A HARD SURFACED ROAD, 377 FEET EAST OF THE WEST EDGE OF FIELD AND
 JZ2938'12 FEET SOUTH OF THE PROJECTED LINE OF THE NORTH END OF
 JZ2938'A BARN. THE MARK IS A RECTANGLE SHAPED PLATE SET IN CONCRETE AND A
 JZ2938'PUNCH HOLE IN THE CENTER OF A CHISELED SQUARE MARKS THE
 JZ2938'STATION. THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND
 JZ2938'AND THE PLATE IS STAMPED ALIGNMENT POINT SW 1953.
 JZ2938'
 JZ2938'A TRAVERSE CONNECTION WAS MADE FROM STATION 3 KILO SW TO ALIGNMENT
 JZ2938'POINT. IT IS 289.627 METERS OR 950.22 FEET NORTHWEST OF
 JZ2938'THE STATION.
 JZ2938'
 JZ2938'TO REACH FROM THE JUNCTION OF HIGHWAYS 40 AND 25 IN VANDALIA, GO WEST
 JZ2938'ON HIGHWAY 40 FOR 1.45 MILES TO CROSSROADS, TURN RIGHT (NORTH)
 JZ2938'ON HARD SURFACED ROAD FOR 0.15 MILE AND THE STATION ON THE LEFT AS
 JZ2938'DESCRIBED.
 JZ2938
 JZ2938                          STATION RECOVERY (1967)
 JZ2938
 JZ2938'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (RCB)
 JZ2938'COULDNT LOCATE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2934 ***********************************************************************
 JZ2934  DESIGNATION -  3 KILO SW CAMERA STATION
 JZ2934  PID         -  JZ2934
 JZ2934  STATE/COUNTY-  OH/MONTGOMERY
 JZ2934  USGS QUAD   -  TIPP CITY (1992)
 JZ2934
 JZ2934                         *CURRENT SURVEY CONTROL
 JZ2934  ___________________________________________________________________
 JZ2934* NAD 83(1995)-  39 53 27.21468(N)    084 13 51.38615(W)     ADJUSTED  
 JZ2934* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 JZ2934  ___________________________________________________________________
 JZ2934  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 JZ2934  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JZ2934
 JZ2934  HORZ ORDER  -  THIRD
 JZ2934
 JZ2934.The horizontal coordinates were established by classical geodetic methods
 JZ2934.and adjusted by the National Geodetic Survey in April 1998..
 JZ2934
 JZ2934.The orthometric height was scaled from a topographic map.
 JZ2934
 JZ2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2934
 JZ2934.The geoid height was determined by GEOID03.
 JZ2934
 JZ2934;                    North         East     Units Scale Factor Converg.
 JZ2934;SPC OH S     -   211,337.453   451,966.100   MT  0.99997492   -1 05 53.9
 JZ2934;UTM  16      - 4,419,318.233   736,758.381   MT  1.00029014   +1 46 36.1
 JZ2934
 JZ2934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2934!SPC OH S     -   0.99995721  x   0.99997492  =   0.99993213
 JZ2934!UTM  16      -   0.99995721  x   1.00029014  =   1.00024734
 JZ2934
 JZ2934                          SUPERSEDED SURVEY CONTROL
 JZ2934
 JZ2934  NAD 83(1986)-  39 53 27.22582(N)    084 13 51.39055(W) AD(       ) 3
 JZ2934  NAD 27      -  39 53 27.02700(N)    084 13 51.59500(W) AD(       ) 3
 JZ2934
 JZ2934.Superseded values are not recommended for survey control.
 JZ2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2934.See file dsdata.txt to determine how the superseded data were derived.
 JZ2934
 JZ2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3675819318(NAD 83)
 JZ2934_MARKER: DD = SURVEY DISK
 JZ2934_SETTING: 0 = UNSPECIFIED SETTING
 JZ2934_STAMPING: CAMERA STATION SW 1953
 JZ2934_MARK LOGO: CGS   
 JZ2934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2934
 JZ2934  HISTORY     - Date     Condition        Report By
 JZ2934  HISTORY     - 1953     MONUMENTED       CGS
 JZ2934  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ2934
 JZ2934                          STATION DESCRIPTION
 JZ2934
 JZ2934'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 JZ2934'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST-NORTHWEST OF VANDALIA
 JZ2934'IN A CULTIVATED FIELD. IT IS 1055 FEET WEST OF THE
 JZ2934'CENTERLINE OF A HARD SURFACED ROAD, 351 FEET EAST OF THE WEST EDGE OF
 JZ2934'FIELD AND 32 FEET NORTH OF THE PROJECTED LINE OF THE
 JZ2934'NORTH END OF A BARN. THE MARK IS A RECTANGLE SHAPED PLATE SET IN
 JZ2934'CONCRETE AND A PUNCH HOLE IN THE CENTER OF A CHISELED SQUARE
 JZ2934'MARKS THE STATION. THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF
 JZ2934'THE GROUND AND THE PLATE IS STAMPED CAMERA STATION SW 1953.
 JZ2934'
 JZ2934'A TRAVERSE CONNECTION WAS MADE FROM STATION 3 KILO SW TO CAMERA
 JZ2934'STATION SW. IT IS 304.862 METERS OR 1000.20 FEET NORTHWEST OF
 JZ2934'THE STATION.
 JZ2934'
 JZ2934'TO REACH FROM THE JUNCTION OF HIGHWAYS 40 AND 25 IN VANDALIA, GO WEST
 JZ2934'ON HIGHWAY 40 FOR 1.45 MILES TO CROSSROADS, TURN RIGHT (NORTH)
 JZ2934'ON HARD SURFACED ROAD FOR 0.15 MILE AND THE STATION ON THE LEFT AS
 JZ2934'DESCRIBED.
 JZ2934
 JZ2934                          STATION RECOVERY (1967)
 JZ2934
 JZ2934'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (RCB)
 JZ2934'COULDNT LOCATE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1234 ***********************************************************************
 MB1234  DESIGNATION -  3 RHP
 MB1234  PID         -  MB1234
 MB1234  STATE/COUNTY-  OH/SUMMIT
 MB1234  USGS QUAD   -  AKRON EAST (1964)
 MB1234
 MB1234                         *CURRENT SURVEY CONTROL
 MB1234  ___________________________________________________________________
 MB1234* NAD 83(1986)-  41 03 41.     (N)    081 27 32.     (W)     SCALED    
 MB1234* NAVD 88     -       309.886  (meters)    1016.68   (feet)  ADJUSTED  
 MB1234  ___________________________________________________________________
 MB1234  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB1234  DYNAMIC HT  -         309.749 (meters)    1016.23  (feet)  COMP
 MB1234  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 MB1234
 MB1234  VERT ORDER  -  FIRST     CLASS II
 MB1234
 MB1234.The horizontal coordinates were scaled from a topographic map and have
 MB1234.an estimated accuracy of +/- 6 seconds.
 MB1234
 MB1234.The orthometric height was determined by differential leveling
 MB1234.and adjusted by the National Geodetic Survey in June 1991..
 MB1234
 MB1234.The geoid height was determined by GEOID03.
 MB1234
 MB1234.The dynamic height is computed by dividing the NAVD 88
 MB1234.geopotential number by the normal gravity value computed on the
 MB1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1234.degrees latitude (g = 980.6199 gals.).
 MB1234
 MB1234.The modeled gravity was interpolated from observed gravity values.
 MB1234
 MB1234;                    North         East    Units  Estimated Accuracy
 MB1234;SPC OH N     -   155,400.      687,510.      MT  (+/- 180 meters Scaled)
 MB1234
 MB1234                          SUPERSEDED SURVEY CONTROL
 MB1234
 MB1234  NGVD 29 (??/??/92)  310.079  (m)         1017.32   (f) ADJ UNCH    1 2
 MB1234
 MB1234.Superseded values are not recommended for survey control.
 MB1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1234.See file dsdata.txt to determine how the superseded data were derived.
 MB1234
 MB1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF614456(NAD 83)
 MB1234_MARKER: DD = SURVEY DISK
 MB1234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1234_SP_SET: ABUTMENT
 MB1234_STAMPING: 3 RHP 1017 1956
 MB1234_MARK LOGO: USGS  
 MB1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1234+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 MB1234
 MB1234  HISTORY     - Date     Condition        Report By
 MB1234  HISTORY     - 1956     MONUMENTED       USGS
 MB1234  HISTORY     - 1964     GOOD             CGS
 MB1234  HISTORY     - 1984     GOOD
 MB1234  HISTORY     - 20060711 GOOD             GEOCAC
 MB1234
 MB1234                          STATION DESCRIPTION
 MB1234
 MB1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1234'AT AKRON.
 MB1234'AT AKRON, ABOUT 0.1 MILE WEST ALONG EAST MARKET STREET FROM THE
 MB1234'EXPRESSWAY OVERPASS OVER EAST MARKET STREET, SET ON THE TOP OF
 MB1234'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE AKRON,
 MB1234'CANTON AND YOUNGSTOWN RAILROAD BRIDGE OVER THE CUYAHOGA RIVER,
 MB1234'38 FEET NORTH OF THE CENTER LINE OF EAST MARKET STREET, 75 FEET
 MB1234'NORTHEAST OF THE APPROXIMATE CENTER OF THE CROSSING OF EAST
 MB1234'MARKET STREET AND THE TRACK, 5.4 FEET SOUTHEAST OF THE SOUTHEAST
 MB1234'RAIL, 2.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT
 MB1234'AND ABOUT LEVEL WITH EAST MARKET STREET.
 MB1234
 MB1234                          STATION RECOVERY (1984)
 MB1234
 MB1234'RECOVERED 1984
 MB1234'RECOVERED IN GOOD CONDITION.
 MB1234
 MB1234                          STATION RECOVERY (2006)
 MB1234
 MB1234'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1234'THE RAILROAD BRIDGE IS NO LONGER IN USE, BUT THE ABUTMENT AND THE MARK
 MB1234'ARE INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0203 ***********************************************************************
 HY0203  DESIGNATION -  3 WSM
 HY0203  PID         -  HY0203
 HY0203  STATE/COUNTY-  OH/LAWRENCE
 HY0203  USGS QUAD   -  AID (1985)
 HY0203
 HY0203                         *CURRENT SURVEY CONTROL
 HY0203  ___________________________________________________________________
 HY0203* NAD 83(1986)-  38 33 01.     (N)    082 23 25.     (W)     SCALED    
 HY0203* NAVD 88     -       181.063  (meters)     594.04   (feet)  ADJUSTED  
 HY0203  ___________________________________________________________________
 HY0203  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HY0203  DYNAMIC HT  -         180.945 (meters)     593.65  (feet)  COMP
 HY0203  MODELED GRAV-     979,970.5   (mgal)                       NAVD 88
 HY0203
 HY0203  VERT ORDER  -  SECOND    CLASS 0
 HY0203
 HY0203.The horizontal coordinates were scaled from a topographic map and have
 HY0203.an estimated accuracy of +/- 6 seconds.
 HY0203
 HY0203.The orthometric height was determined by differential leveling
 HY0203.and adjusted by the National Geodetic Survey in June 1991..
 HY0203
 HY0203.The geoid height was determined by GEOID03.
 HY0203
 HY0203.The dynamic height is computed by dividing the NAVD 88
 HY0203.geopotential number by the normal gravity value computed on the
 HY0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0203.degrees latitude (g = 980.6199 gals.).
 HY0203
 HY0203.The modeled gravity was interpolated from observed gravity values.
 HY0203
 HY0203;                    North         East    Units  Estimated Accuracy
 HY0203;SPC OH S     -    61,100.      609,570.      MT  (+/- 180 meters Scaled)
 HY0203
 HY0203                          SUPERSEDED SURVEY CONTROL
 HY0203
 HY0203  NGVD 29 (??/??/92)  181.247  (m)          594.64   (f) ADJ UNCH    2 0
 HY0203
 HY0203.Superseded values are not recommended for survey control.
 HY0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0203.See file dsdata.txt to determine how the superseded data were derived.
 HY0203
 HY0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC788677(NAD 83)
 HY0203_MARKER: DD = SURVEY DISK
 HY0203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0203_SP_SET: ABUTMENT
 HY0203_STAMPING: 595 3 WSM 1957
 HY0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0203
 HY0203  HISTORY     - Date     Condition        Report By
 HY0203  HISTORY     - 1957     MONUMENTED       USGS
 HY0203  HISTORY     - 1958     GOOD             NGS
 HY0203  HISTORY     - 1976     GOOD             NGS
 HY0203
 HY0203                          STATION DESCRIPTION
 HY0203
 HY0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0203'2.4 MI E FROM DOBBSTON.
 HY0203'ABOUT 2.4 MILES EAST ALONG STATE HIGHWAY 217 FROM ITS CROSSING
 HY0203'OF THE NORTH-SOUTH CROSS ROAD AT DOBBSTON, IN SECTION 14, T 2N,
 HY0203'R 16W, ABOUT 0.05 MILES WEST OF THE POST OFFICE AND STORE AT
 HY0203'SCOTTOWN, A USGS DISK SET VERTICALLY IN THE SOUTH END OF THE
 HY0203'EAST STONE MASONRY ABUTMENT OF THE STEEL BRIDGE ACROSS LITTLE
 HY0203'INDIAN GUYAN CREEK, 3 1/2 FEET SOUTH OF THE STEEL BANISTER, 11
 HY0203'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE
 HY0203'SOUTHWEST CORNER OF THE ABUTMENT AND IN THE SOUTH FACE OF THE
 HY0203'TOP STONE, ABOUT 3 FEET BELOW THE LEVEL OF THE BRIDGE FLOOR.
 HY0203'NOTE-- THE MARK MAY BE REACHED FROM PLATFORM, LAWRENCE COUNTY,
 HY0203'BY GOING WEST FOR 2.5 MILES ALONG STATE HIGHWAY 217 FROM ITS
 HY0203'JUNCTION WITH STATE HIGHWAY 218.
 HY0203
 HY0203                          STATION RECOVERY (1976)
 HY0203
 HY0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1694 ***********************************************************************
 KY1694  DESIGNATION -  30
 KY1694  PID         -  KY1694
 KY1694  STATE/COUNTY-  OH/TUSCARAWAS
 KY1694  USGS QUAD   -  STRASBURG (1994)
 KY1694
 KY1694                         *CURRENT SURVEY CONTROL
 KY1694  ___________________________________________________________________
 KY1694* NAD 83(1986)-  40 35 17.     (N)    081 31 21.     (W)     SCALED    
 KY1694* NAVD 88     -       277.940  (meters)     911.87   (feet)  ADJUSTED  
 KY1694  ___________________________________________________________________
 KY1694  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KY1694  DYNAMIC HT  -         277.808 (meters)     911.44  (feet)  COMP
 KY1694  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 KY1694
 KY1694  VERT ORDER  -  FIRST     CLASS II
 KY1694
 KY1694.The horizontal coordinates were scaled from a topographic map and have
 KY1694.an estimated accuracy of +/- 6 seconds.
 KY1694
 KY1694.The orthometric height was determined by differential leveling
 KY1694.and adjusted by the National Geodetic Survey in June 1991..
 KY1694
 KY1694.The geoid height was determined by GEOID03.
 KY1694
 KY1694.The dynamic height is computed by dividing the NAVD 88
 KY1694.geopotential number by the normal gravity value computed on the
 KY1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1694.degrees latitude (g = 980.6199 gals.).
 KY1694
 KY1694.The modeled gravity was interpolated from observed gravity values.
 KY1694
 KY1694;                    North         East    Units  Estimated Accuracy
 KY1694;SPC OH N     -   102,780.      682,750.      MT  (+/- 180 meters Scaled)
 KY1694
 KY1694                          SUPERSEDED SURVEY CONTROL
 KY1694
 KY1694  NGVD 29 (??/??/92)  278.149  (m)          912.56   (f) ADJ UNCH    1 2
 KY1694
 KY1694.Superseded values are not recommended for survey control.
 KY1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1694.See file dsdata.txt to determine how the superseded data were derived.
 KY1694
 KY1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME557931(NAD 83)
 KY1694_MARKER: B = BOLT
 KY1694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1694_SP_SET: BRIDGE
 KY1694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1694
 KY1694  HISTORY     - Date     Condition        Report By
 KY1694  HISTORY     - UNK      MONUMENTED       BORR
 KY1694  HISTORY     - 1943     GOOD             NGS
 KY1694
 KY1694                          STATION DESCRIPTION
 KY1694
 KY1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KY1694'0.7 MI S FROM STRASBURG.
 KY1694'0.7 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1694'STATION AT STRASBURG, TUSCARAWAS COUNTY, 52 FEET NORTH OF THE
 KY1694'CENTER OF THE CROSSING OF U.S. HIGHWAY 21 AND 250, AT BRIDGE
 KY1694'36 OVER SUGAR CREEK, IN THE TOP OF THE WEST END OF THE SOUTH
 KY1694'STONE BACKWALL, 3.4 FEET WEST OF THE WEST RAIL, 0.7 FOOT SOUTH
 KY1694'OF THE NORTH EDGE OF THE BACKWALL, AND 1.2 FEET LOWER THAN THE
 KY1694'BASE OF THE RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2459 ***********************************************************************
 AB2459  DESIGNATION -  30
 AB2459  PID         -  AB2459
 AB2459  STATE/COUNTY-  OH/ATHENS
 AB2459  USGS QUAD   -  JACKSONVILLE (1995)
 AB2459
 AB2459                         *CURRENT SURVEY CONTROL
 AB2459  ___________________________________________________________________
 AB2459* NAD 83(1995)-  39 29 45.44360(N)    082 06 13.41222(W)     ADJUSTED  
 AB2459* NAVD 88     -       211.4    (meters)     694.     (feet)  GPS OBS   
 AB2459  ___________________________________________________________________
 AB2459  X           -     677,095.630 (meters)                     COMP
 AB2459  Y           -  -4,881,896.943 (meters)                     COMP
 AB2459  Z           -   4,035,069.863 (meters)                     COMP
 AB2459  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AB2459  ELLIP HEIGHT-         177.28  (meters)          (10/07/05) GPS OBS
 AB2459  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AB2459
 AB2459  HORZ ORDER  -  FIRST
 AB2459  ELLP ORDER  -  FOURTH    CLASS I
 AB2459
 AB2459.The horizontal coordinates were established by GPS observations
 AB2459.and adjusted by the National Geodetic Survey in April 1998..
 AB2459
 AB2459.The orthometric height was determined by GPS observations and a
 AB2459.high-resolution geoid model.
 AB2459
 AB2459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2459
 AB2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2459
 AB2459.The ellipsoidal height was determined by GPS observations
 AB2459.and is referenced to NAD 83.
 AB2459
 AB2459.The geoid height was determined by GEOID03.
 AB2459
 AB2459;                    North         East     Units Scale Factor Converg.
 AB2459;SPC OH S     -   166,146.145   634,084.660   MT  0.99993780   +0 15 05.2
 AB2459;UTM  17      - 4,372,397.191   405,096.127   MT  0.99971089   -0 42 07.4
 AB2459
 AB2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2459!SPC OH S     -   0.99997219  x   0.99993780  =   0.99990999
 AB2459!UTM  17      -   0.99997219  x   0.99971089  =   0.99968309
 AB2459
 AB2459                          SUPERSEDED SURVEY CONTROL
 AB2459
 AB2459  ELLIP H (04/01/98)  177.29   (m)                       GP(       ) 4 1
 AB2459  NAD 83(1986)-  39 29 45.44344(N)    082 06 13.41653(W) AD(       ) 1
 AB2459
 AB2459.Superseded values are not recommended for survey control.
 AB2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2459.See file dsdata.txt to determine how the superseded data were derived.
 AB2459
 AB2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0509672397(NAD 83)
 AB2459_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2459_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2459_STAMPING: 30 1995
 AB2459_MARK LOGO: ATHCE 
 AB2459_PROJECTION: FLUSH
 AB2459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2459+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2459_ROD/PIPE-DEPTH: 1    meters
 AB2459
 AB2459  HISTORY     - Date     Condition        Report By
 AB2459  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2459
 AB2459                          STATION DESCRIPTION
 AB2459
 AB2459'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2459'IN ATHENS COUNTY, OHIO, TRIMBLE TOWNSHIP, STATION IS LOCATED IN THE
 AB2459'SOUTHWEST R/W AT THE INTERSECTION OF C.R.  95 AND T-307.  SET
 AB2459'APPROXIMATELY 54 FT.WEST OF AN ARROW SIGN IN THE NORTHEAST R/W OF
 AB2459'T-307 NEAR THE JUNCTION, AND 49 FT.WEST OF THE WEST END OF THE SOUTH
 AB2459'SIDE OF BRIDGE ON T-307.  STATION IS FLUSH WITH THE GROUND.  A STATION
 AB2459'SKETCH IS AVAILABLE THROUGH THE ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6769 ***********************************************************************
 AI6769  DESIGNATION -  30
 AI6769  PID         -  AI6769
 AI6769  STATE/COUNTY-  OH/CLINTON
 AI6769  USGS QUAD   -  MARTINSVILLE (1960)
 AI6769
 AI6769                         *CURRENT SURVEY CONTROL
 AI6769  ___________________________________________________________________
 AI6769* NAD 83(1995)-  39 17 59.32599(N)    083 46 23.78814(W)     ADJUSTED  
 AI6769* NAVD 88     -       328.6    (meters)    1078.     (feet)  GPS OBS   
 AI6769  ___________________________________________________________________
 AI6769  X           -     536,083.246 (meters)                     COMP
 AI6769  Y           -  -4,913,383.350 (meters)                     COMP
 AI6769  Z           -   4,018,316.594 (meters)                     COMP
 AI6769  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 AI6769  ELLIP HEIGHT-         295.89  (meters)          (10/07/05) GPS OBS
 AI6769  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 AI6769
 AI6769  HORZ ORDER  -  FIRST
 AI6769  ELLP ORDER  -  THIRD     CLASS II
 AI6769
 AI6769.The horizontal coordinates were established by GPS observations
 AI6769.and adjusted by the National Geodetic Survey in August 2000..
 AI6769
 AI6769.The orthometric height was determined by GPS observations and a
 AI6769.high-resolution geoid model.
 AI6769
 AI6769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6769
 AI6769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6769
 AI6769.The ellipsoidal height was determined by GPS observations
 AI6769.and is referenced to NAD 83.
 AI6769
 AI6769.The geoid height was determined by GEOID03.
 AI6769
 AI6769;                    North         East     Units Scale Factor Converg.
 AI6769;SPC OH S     -   145,070.551   490,178.368   MT  0.99993699   -0 48 28.5
 AI6769;UTM  17      - 4,353,715.333   260,855.390   MT  1.00030422   -1 45 26.5
 AI6769
 AI6769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6769!SPC OH S     -   0.99995358  x   0.99993699  =   0.99989057
 AI6769!UTM  17      -   0.99995358  x   1.00030422  =   1.00025779
 AI6769
 AI6769|---------------------------------------------------------------------|
 AI6769| PID    Reference Object                     Distance      Geod. Az  |
 AI6769|                                                           dddmmss.s |
 AI6769| AI6799 30A                                 394.746 METERS 31155     |
 AI6769|---------------------------------------------------------------------|
 AI6769
 AI6769                          SUPERSEDED SURVEY CONTROL
 AI6769
 AI6769  ELLIP H (08/02/00)  295.82   (m)                       GP(       ) 3 2
 AI6769
 AI6769.Superseded values are not recommended for survey control.
 AI6769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6769.See file dsdata.txt to determine how the superseded data were derived.
 AI6769
 AI6769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6085553715(NAD 83)
 AI6769_MARKER: DD = SURVEY DISK
 AI6769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6769_STAMPING: GPS 30 2000
 AI6769_MARK LOGO: OH-027
 AI6769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6769+STABILITY: SURFACE MOTION
 AI6769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6769+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6769
 AI6769  HISTORY     - Date     Condition        Report By
 AI6769  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6769
 AI6769                          STATION DESCRIPTION
 AI6769
 AI6769'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6769'THE STATION IS APPROXIMATELY 7.5 MI (12.1 KM) EAST OF MIDLAND, 4.25 MI
 AI6769'(6.84 KM) SOUTHWEST OF NEW VIENNA, AND 2.5 MI (4.0 KM) SOUTHEAST OF
 AI6769'MARTINSVILLE.  THE STATION IS ON THE EAST SIDE OF SR 134 SOUTH OF
 AI6769'HOUSE NUMBER 11855.
 AI6769'TO REACH THE STATION FROM THE INTERSECTION OF SR 28 AND SR 134,
 AI6769'PROCEED SOUTH ON SR 134 FOR APPROXIMATELY 2.2 MI (3.5 KM) TO THE
 AI6769'STATION ON THE LEFT.
 AI6769'THE STATION IS LOCATED APPROXIMATELY 96.0 FT (29.3 M) SOUTHEAST OF THE
 AI6769'MAILBOX FOR HOUSE NUMBER 11855, 67.0 FT (20.4 M) WEST-NORTHWEST OF A
 AI6769'WATER VALVE, AND 9.7 FT (3.0 M) EAST OF THE EDGE OF PAVEMENT OF SR
 AI6769'134.  THE STATION IS A STANDARD CLINTON COUNTY SURVEY DISK SET IN A
 AI6769'ROUND CONCRETE MONUMENT AND STAMPED--GPS 30 2000--RECESSED 0.2 FT (6.1
 AI6769'CM) BELOW THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3238 ***********************************************************************
 MB3238  DESIGNATION -  30 1 5 OM 301
 MB3238  PID         -  MB3238
 MB3238  STATE/COUNTY-  OH/CUYAHOGA
 MB3238  USGS QUAD   -  EAST CLEVELAND (1994)
 MB3238
 MB3238                         *CURRENT SURVEY CONTROL
 MB3238  ___________________________________________________________________
 MB3238* NAD 83(1995)-  41 34 26.51746(N)    081 32 53.15631(W)     ADJUSTED  
 MB3238* NAVD 88     -       192.1    (meters)     630.     (feet)  VERTCON   
 MB3238  ___________________________________________________________________
 MB3238  X           -     702,360.737 (meters)                     COMP
 MB3238  Y           -  -4,726,745.794 (meters)                     COMP
 MB3238  Z           -   4,210,431.611 (meters)                     COMP
 MB3238  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 MB3238  ELLIP HEIGHT-         157.74  (meters)          (10/07/05) GPS OBS
 MB3238  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 MB3238
 MB3238  HORZ ORDER  -  SECOND
 MB3238  ELLP ORDER  -  FOURTH    CLASS I
 MB3238
 MB3238.The horizontal coordinates were established by GPS observations
 MB3238.and adjusted by the National Geodetic Survey in April 1998..
 MB3238
 MB3238.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3238
 MB3238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3238
 MB3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3238
 MB3238.The ellipsoidal height was determined by GPS observations
 MB3238.and is referenced to NAD 83.
 MB3238
 MB3238.The geoid height was determined by GEOID03.
 MB3238
 MB3238;                    North         East     Units Scale Factor Converg.
 MB3238;SPC OH N     -   212,242.927   679,386.194   MT  0.99997814   +0 37 31.3
 MB3238;UTM  17      - 4,602,628.349   454,306.193   MT  0.99962569   -0 21 49.4
 MB3238
 MB3238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3238!SPC OH N     -   0.99997526  x   0.99997814  =   0.99995340
 MB3238!UTM  17      -   0.99997526  x   0.99962569  =   0.99960096
 MB3238
 MB3238                          SUPERSEDED SURVEY CONTROL
 MB3238
 MB3238  ELLIP H (04/01/98)  157.77   (m)                       GP(       ) 4 1
 MB3238  NAD 83(1995)-  41 34 26.52801(N)    081 32 53.15601(W) AD(       ) 2
 MB3238  NAD 83(1986)-  41 34 26.52846(N)    081 32 53.15757(W) AD(       ) 2
 MB3238  NGVD 29 (11/06/91)  192.3    (m)          631.     (f) GPS OBS        
 MB3238
 MB3238.Superseded values are not recommended for survey control.
 MB3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3238.See file dsdata.txt to determine how the superseded data were derived.
 MB3238
 MB3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG5430602628(NAD 83)
 MB3238_MARKER: DD = SURVEY DISK
 MB3238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3238_SP_SET: CONCRETE POST
 MB3238_STAMPING: OM 301
 MB3238_MARK LOGO: CRGS  
 MB3238_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3238+STABILITY: SURFACE MOTION
 MB3238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3238+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3238
 MB3238  HISTORY     - Date     Condition        Report By
 MB3238  HISTORY     - UNK      MONUMENTED
 MB3238  HISTORY     - 19900324 GOOD             AEROS
 MB3238
 MB3238                          STATION DESCRIPTION
 MB3238
 MB3238'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3238'THE STATION IS LOCATED 0.5 KM (0.30 MI) SOUTHEAST OF INTERSTATE 90,
 MB3238'ABOUT 5.7 KM (3.55 MI) WEST OF THE LAKE COUNTY LINE, AT THE
 MB3238'INTERSECTION OF ST. CLAIR AVE. AND NOTTINGHAM ROAD, IN CLEVELAND.
 MB3238'TO REACH FROM THE JUNCTION OF INTERSTATE 90 AND EAST 185TH STREET
 MB3238'EXIT, EXIT AND GO SOUTH FOR 0.16 KM (0.10 MI) ON EAST 185TH STREET TO
 MB3238'NOTTINGHAM ROAD, BEAR LEFT AND GO SOUTH FOR 0.32 KM (0.20 MI) ON
 MB3238'NOTTINGHAM ROAD TO ITS INTERSECTION WITH ST. CLAIR AVE., AND THE
 MB3238'STATION.
 MB3238'STATION IS A SURVEY DISK SET INTO THE TOP OF A 13 CM DIAMETER CONCRETE
 MB3238'MONUMENT RECESSED 6.5 CM BELOW THE GROUND ENCASED IN A ROUND IRON
 MB3238'MONUMENT BOX.  LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION,
 MB3238'8.62 M (28.3 FT) NORTH OF THE CENTERLINE OF ST. CLAIR AVE., 8.42 M
 MB3238'(27.6 FT) WEST OF THE CENTERLINE OF NOTTINGHAM ROAD, 4.09 M (13.4 FT)
 MB3238'NORTHWEST OF POLE.A-7210, 2.35 M (7.7 FT) NORTHWEST OF A OBT MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3239 ***********************************************************************
 MB3239  DESIGNATION -  30 AY
 MB3239  PID         -  MB3239
 MB3239  STATE/COUNTY-  OH/CUYAHOGA
 MB3239  USGS QUAD   -  EAST CLEVELAND (1994)
 MB3239
 MB3239                         *CURRENT SURVEY CONTROL
 MB3239  ___________________________________________________________________
 MB3239* NAD 83(1995)-  41 34 47.76835(N)    081 30 42.21832(W)     ADJUSTED  
 MB3239* NAVD 88     -       209.5    (meters)     687.     (feet)  VERTCON   
 MB3239  ___________________________________________________________________
 MB3239  X           -     705,298.858 (meters)                     COMP
 MB3239  Y           -  -4,725,881.529 (meters)                     COMP
 MB3239  Z           -   4,210,933.624 (meters)                     COMP
 MB3239  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 MB3239  ELLIP HEIGHT-         175.15  (meters)          (10/07/05) GPS OBS
 MB3239  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 MB3239
 MB3239  HORZ ORDER  -  SECOND
 MB3239  ELLP ORDER  -  FOURTH    CLASS I
 MB3239
 MB3239.The horizontal coordinates were established by GPS observations
 MB3239.and adjusted by the National Geodetic Survey in April 1998..
 MB3239
 MB3239.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3239
 MB3239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3239
 MB3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3239
 MB3239.The ellipsoidal height was determined by GPS observations
 MB3239.and is referenced to NAD 83.
 MB3239
 MB3239.The geoid height was determined by GEOID03.
 MB3239
 MB3239;                    North         East     Units Scale Factor Converg.
 MB3239;SPC OH N     -   212,932.231   682,411.944   MT  0.99997906   +0 38 57.3
 MB3239;UTM  17      - 4,603,265.099   457,342.313   MT  0.99962239   -0 20 22.6
 MB3239
 MB3239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3239!SPC OH N     -   0.99997253  x   0.99997906  =   0.99995159
 MB3239!UTM  17      -   0.99997253  x   0.99962239  =   0.99959493
 MB3239
 MB3239                          SUPERSEDED SURVEY CONTROL
 MB3239
 MB3239  ELLIP H (04/01/98)  175.20   (m)                       GP(       ) 4 1
 MB3239  NAD 83(1995)-  41 34 47.77893(N)    081 30 42.21821(W) AD(       ) 2
 MB3239  NAD 83(1986)-  41 34 47.77930(N)    081 30 42.21928(W) AD(       ) 2
 MB3239  NGVD 29 (11/06/91)  209.7    (m)          688.     (f) GPS OBS        
 MB3239
 MB3239.Superseded values are not recommended for survey control.
 MB3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3239.See file dsdata.txt to determine how the superseded data were derived.
 MB3239
 MB3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG5734203265(NAD 83)
 MB3239_MARKER: I = METAL ROD
 MB3239_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3239_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3239_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3239+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3239
 MB3239  HISTORY     - Date     Condition        Report By
 MB3239  HISTORY     - UNK      MONUMENTED
 MB3239  HISTORY     - 19900324 GOOD             AEROS
 MB3239
 MB3239                          STATION DESCRIPTION
 MB3239
 MB3239'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3239'THE STATION IS LOCATED 1.9 KM (1.20 MI) WEST OF THE LAKE COUNTY LINE,
 MB3239'1.8 KM (1.10 MI) SOUTH OF INTERSTATE 90, AT THE INTERSECTION OF EUCLID
 MB3239'AVE. AND BEVERLY HILLS DRIVE, IN THE CITY OF EUCLID.
 MB3239'TO REACH FROM THE INTERSECTION OF INTERSTATE 90 AND EUCLID AVE., GO
 MB3239'SOUTHWEST FOR 2.7 KM (1.70 MI) ON EUCLID AVE. TO ITS INTERSECTION WITH
 MB3239'BEVERLY HILLS DRIVE AND THE STATION.
 MB3239'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 29 CM BELOW THE ROAD
 MB3239'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED ON THE TANGENT
 MB3239'OF CURVE OF EUCLID AVE. AND BEVERLY HILLS DRIVE, AT THE CENTERLINE OF
 MB3239'THE INTERSECTION, 14.08 M (46.2 FT) SOUTHWEST OF THE OM MONUMENT AT
 MB3239'THE SOUTHEAST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0524 ***********************************************************************
 JZ0524  DESIGNATION -  300
 JZ0524  PID         -  JZ0524
 JZ0524  STATE/COUNTY-  OH/HAMILTON
 JZ0524  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0524
 JZ0524                         *CURRENT SURVEY CONTROL
 JZ0524  ___________________________________________________________________
 JZ0524* NAD 83(1986)-  39 10 59.     (N)    084 25 31.     (W)     SCALED    
 JZ0524* NAVD 88     -       242.383  (meters)     795.22   (feet)  ADJUSTED  
 JZ0524  ___________________________________________________________________
 JZ0524  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0524  DYNAMIC HT  -         242.229 (meters)     794.71  (feet)  COMP
 JZ0524  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 JZ0524
 JZ0524  VERT ORDER  -  FIRST     CLASS II
 JZ0524
 JZ0524.The horizontal coordinates were scaled from a topographic map and have
 JZ0524.an estimated accuracy of +/- 6 seconds.
 JZ0524
 JZ0524.The orthometric height was determined by differential leveling
 JZ0524.and adjusted by the National Geodetic Survey in June 1991..
 JZ0524
 JZ0524.The geoid height was determined by GEOID03.
 JZ0524
 JZ0524.The dynamic height is computed by dividing the NAVD 88
 JZ0524.geopotential number by the normal gravity value computed on the
 JZ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0524.degrees latitude (g = 980.6199 gals.).
 JZ0524
 JZ0524.The modeled gravity was interpolated from observed gravity values.
 JZ0524
 JZ0524;                    North         East    Units  Estimated Accuracy
 JZ0524;SPC OH S     -   133,110.      433,670.      MT  (+/- 180 meters Scaled)
 JZ0524
 JZ0524                          SUPERSEDED SURVEY CONTROL
 JZ0524
 JZ0524  NGVD 29 (??/??/92)  242.557  (m)          795.79   (f) ADJ UNCH    1 2
 JZ0524
 JZ0524.Superseded values are not recommended for survey control.
 JZ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0524.See file dsdata.txt to determine how the superseded data were derived.
 JZ0524
 JZ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ223402(NAD 83)
 JZ0524_MARKER: DB = BENCH MARK DISK
 JZ0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0524_STAMPING: 300
 JZ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0524+STABILITY: SURFACE MOTION
 JZ0524
 JZ0524  HISTORY     - Date     Condition        Report By
 JZ0524  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0524  HISTORY     - 1947     GOOD             NGS
 JZ0524
 JZ0524                          STATION DESCRIPTION
 JZ0524
 JZ0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0524'AT SILVERTON.
 JZ0524'MONTGOMERY ROAD SOUTH SIDE OPPOSITE KINCAID ROAD.  DISK ON
 JZ0524'MONUMENT ON SOUTH SIDE OF MONTGOMERY ROAD BETWEEN CURB AND WALK,
 JZ0524'1.3 FEET SOUTH OF THE SOUTH CURB LINE AND 9.4 FEET EAST OF THE
 JZ0524'WEST CURB LINE OF KINCAID ROAD PRODUCED (MEASURED ALONG SOUTH
 JZ0524'CURB LINE OF MONTGOMERY ROAD.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3583 ***********************************************************************
 JZ3583  DESIGNATION -  3009
 JZ3583  PID         -  JZ3583
 JZ3583  STATE/COUNTY-  OH/HAMILTON
 JZ3583  USGS QUAD   -  NEWPORT (1987)
 JZ3583
 JZ3583                         *CURRENT SURVEY CONTROL
 JZ3583  ___________________________________________________________________
 JZ3583* NAD 83(1986)-  39 05 00.     (N)    084 23 26.     (W)     SCALED    
 JZ3583* NAVD 88     -       222.262  (meters)     729.20   (feet)  ADJUSTED  
 JZ3583  ___________________________________________________________________
 JZ3583  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3583  DYNAMIC HT  -         222.123 (meters)     728.75  (feet)  COMP
 JZ3583  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 JZ3583
 JZ3583  VERT ORDER  -  SECOND    CLASS II
 JZ3583
 JZ3583.The horizontal coordinates were scaled from a topographic map and have
 JZ3583.an estimated accuracy of +/- 6 seconds.
 JZ3583
 JZ3583.The orthometric height was determined by differential leveling
 JZ3583.and adjusted by the National Geodetic Survey in March 1993..
 JZ3583
 JZ3583.The geoid height was determined by GEOID03.
 JZ3583
 JZ3583.The dynamic height is computed by dividing the NAVD 88
 JZ3583.geopotential number by the normal gravity value computed on the
 JZ3583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3583.degrees latitude (g = 980.6199 gals.).
 JZ3583
 JZ3583.The modeled gravity was interpolated from observed gravity values.
 JZ3583
 JZ3583;                    North         East    Units  Estimated Accuracy
 JZ3583;SPC OH S     -   121,980.      436,440.      MT  (+/- 180 meters Scaled)
 JZ3583
 JZ3583                          SUPERSEDED SURVEY CONTROL
 JZ3583
 JZ3583  NGVD 29 (08/25/92)  222.442  (m)          729.80   (f) ADJUSTED    2 2
 JZ3583
 JZ3583.Superseded values are not recommended for survey control.
 JZ3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3583.See file dsdata.txt to determine how the superseded data were derived.
 JZ3583
 JZ3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ257292(NAD 83)
 JZ3583_MARKER: DB = BENCH MARK DISK
 JZ3583_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3583_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3583_STAMPING: 3009
 JZ3583_MARK LOGO: OH1610
 JZ3583_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3583
 JZ3583  HISTORY     - Date     Condition        Report By
 JZ3583  HISTORY     - UNK      MONUMENTED       OH1610
 JZ3583  HISTORY     - 19920124 GOOD             WOOLPT
 JZ3583
 JZ3583                          STATION DESCRIPTION
 JZ3583
 JZ3583'DESCRIBED BY WOOLPERT CONSULTANTS 1992
 JZ3583'STATION 3009 IS LOCATED AT THE INTERSECTION OF SUTTON ROAD AND VIRBET
 JZ3583'DRIVE, IN THE SUBURB OF MT.  WASHINGTON, IN CINCINNATI OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2165 ***********************************************************************
 JX2165  DESIGNATION -  302
 JX2165  PID         -  JX2165
 JX2165  STATE/COUNTY-  OH/WASHINGTON
 JX2165  USGS QUAD   -  PARKERSBURG (1994)
 JX2165
 JX2165                         *CURRENT SURVEY CONTROL
 JX2165  ___________________________________________________________________
 JX2165* NAD 83(1995)-  39 21 42.96295(N)    081 32 04.18772(W)     ADJUSTED  
 JX2165* NAVD 88     -       184.0    (meters)     604.     (feet)  VERTCON   
 JX2165  ___________________________________________________________________
 JX2165  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 JX2165  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JX2165
 JX2165  HORZ ORDER  -  SECOND
 JX2165
 JX2165.The horizontal coordinates were established by classical geodetic methods
 JX2165.and adjusted by the National Geodetic Survey in April 1998..
 JX2165
 JX2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2165
 JX2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2165
 JX2165.The geoid height was determined by GEOID03.
 JX2165
 JX2165;                    North         East     Units Scale Factor Converg.
 JX2165;SPC OH S     -   151,637.467   683,203.399   MT  0.99993598   +0 36 45.5
 JX2165;UTM  17      - 4,357,078.273   453,953.591   MT  0.99962611   -0 20 20.4
 JX2165
 JX2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2165!SPC OH S     -   0.99997651  x   0.99993598  =   0.99991249
 JX2165!UTM  17      -   0.99997651  x   0.99962611  =   0.99960263
 JX2165
 JX2165|---------------------------------------------------------------------|
 JX2165| PID    Reference Object                     Distance      Geod. Az  |
 JX2165|                                                           dddmmss.s |
 JX2165| CC9753 302 RM 2                             16.407 METERS 03613     |
 JX2165| CC9752 302 RM 1                             19.040 METERS 13409     |
 JX2165| JX2168 LIBBY OWENS FORD GLASS CO STK       APPROX. 4.3 KM 2015513.6 |
 JX2165| CC9751 302 AZ MK                                          2233046.7 |
 JX2165|---------------------------------------------------------------------|
 JX2165
 JX2165                          SUPERSEDED SURVEY CONTROL
 JX2165
 JX2165  NAD 83(1986)-  39 21 42.96647(N)    081 32 04.19420(W) AD(       ) 2
 JX2165  NAD 27      -  39 21 42.69900(N)    081 32 04.74600(W) AD(       ) 2
 JX2165  NGVD 29 (07/19/86)  184.2    (m)          604.     (f) VERT ANG       
 JX2165
 JX2165.Superseded values are not recommended for survey control.
 JX2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2165.See file dsdata.txt to determine how the superseded data were derived.
 JX2165
 JX2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5395457078(NAD 83)
 JX2165_MARKER: P = PIPE CAP
 JX2165_SETTING: 0 = UNSPECIFIED SETTING
 JX2165_MARK LOGO: USE   
 JX2165
 JX2165  HISTORY     - Date     Condition        Report By
 JX2165  HISTORY     - 1944     MONUMENTED       USE
 JX2165
 JX2165                          STATION DESCRIPTION
 JX2165
 JX2165'DESCRIBED BY US ENGINEERS 1944 (FN)
 JX2165'STATION IS LOCATED APPROXIMATELY 6 MILES, AIR LINE, SW OF MARIETTA,
 JX2165'7 MILES, AIR LINE,
 JX2165'NW OF PARKERSBURG, 2 MILES N OF U.S. LOCK 18,
 JX2165'AND ON THE W SIDE OF THE OHIO RIVER.
 JX2165'IT IS 180 FEET E OF THE
 JX2165'CENTER LINE OF STATE HIGHWAY 7, IN THE N EDGE OF A
 JX2165'CULTIVATED
 JX2165'FIELD, AND ON LAND OWNED BY MR. ICKES.  STATION MARK IS 64 FEET
 JX2165'S OF HIGH-TENSION
 JX2165'POWER-TRANSMISSION LINE POLE 30-5 AND 60 FEET
 JX2165'SW OF THE CENTER LINE OF A GRAVEL
 JX2165'ROAD.
 JX2165'
 JX2165'STATION MARK IS A 2-INCH IRON PIPE WITH A 3-INCH CAST-IRON
 JX2165'CAP BOLTED ON THE
 JX2165'PIPE.  THE CAP HAS CAST RAISED CROSS LINES AND
 JX2165'LETTERS U.S.
 JX2165'
 JX2165'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN THE TOPS
 JX2165'OF CONCRETE POSTS.
 JX2165'
 JX2165'REFERENCE MARK 1 IS 62.47 FEET NE OF THE STATION, 22 FEET W
 JX2165'OF THE CENTER LINE
 JX2165'OF A GRAVEL ROAD, AND 2 FEET S OF HIGH-TENSION
 JX2165'POWER-TRANSMISSION LINE POLE 30-5.
 JX2165'IT IS STAMPED U.S.E.
 JX2165'B.M. 302 NO. 1 1944 AND IS FLUSH WITH THE GROUND.
 JX2165'
 JX2165'REFERENCE MARK 2 IS 53.83 FEET SE OF THE STATION AND 21
 JX2165'FEET W OF THE
 JX2165'CENTER LINE OF A GRAVEL ROAD.  IT IS STAMPED
 JX2165'U.S.E. B.M. 302 NO. 2 1944 AND
 JX2165'IS FLUSH WITH THE GROUND.
 JX2165'
 JX2165'AZIMUTH MARK IS SW OF THE STATION, 89 FEET SW OF THE ICKES
 JX2165'MAIL BOX, 40 FEET
 JX2165'W OF THE CENTER LINE OF STATE HIGHWAY 7, AND
 JX2165'1 FOOT N OF HIGH-TENSION
 JX2165'POWER-TRANSMISSION LINE POLE 40-5.  IT
 JX2165'IS STAMPED U.S.E. B.M. 302 1944.
 JX2165'
 JX2165'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 JX2165'AND STATE HIGHWAY
 JX2165'7 IN BELPRE, GO N ON HIGHWAY 7 FOR 6.65 MILES
 JX2165'TO THE AZIMUTH MARK ON THE LEFT.
 JX2165'CONTINUE ON HIGHWAY 7 FOR 0.3
 JX2165'MILE TO A T-ROAD RIGHT, TURN RIGHT FOR 0.05 MILE TO
 JX2165'THE STATION
 JX2165'ON THE RIGHT.
 JX2165'
 JX2165'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1078 ***********************************************************************
 JX1078  DESIGNATION -  302 RM 1
 JX1078  PID         -  JX1078
 JX1078  STATE/COUNTY-  OH/WASHINGTON
 JX1078  USGS QUAD   -  PARKERSBURG (1994)
 JX1078
 JX1078                         *CURRENT SURVEY CONTROL
 JX1078  ___________________________________________________________________
 JX1078* NAD 83(1986)-  39 21 43.     (N)    081 32 04.     (W)     SCALED    
 JX1078* NAVD 88     -       183.923  (meters)     603.42   (feet)  ADJUSTED  
 JX1078  ___________________________________________________________________
 JX1078  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JX1078  DYNAMIC HT  -         183.810 (meters)     603.05  (feet)  COMP
 JX1078  MODELED GRAV-     980,009.5   (mgal)                       NAVD 88
 JX1078
 JX1078  VERT ORDER  -  FIRST     CLASS II
 JX1078
 JX1078.The horizontal coordinates were scaled from a topographic map and have
 JX1078.an estimated accuracy of +/- 6 seconds.
 JX1078
 JX1078.The orthometric height was determined by differential leveling
 JX1078.and adjusted by the National Geodetic Survey in June 1991..
 JX1078
 JX1078.The geoid height was determined by GEOID03.
 JX1078
 JX1078.The dynamic height is computed by dividing the NAVD 88
 JX1078.geopotential number by the normal gravity value computed on the
 JX1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1078.degrees latitude (g = 980.6199 gals.).
 JX1078
 JX1078.The modeled gravity was interpolated from observed gravity values.
 JX1078
 JX1078;                    North         East    Units  Estimated Accuracy
 JX1078;SPC OH S     -   151,640.      683,210.      MT  (+/- 180 meters Scaled)
 JX1078
 JX1078                          SUPERSEDED SURVEY CONTROL
 JX1078
 JX1078  NGVD 29 (??/??/92)  184.102  (m)          604.01   (f) ADJ UNCH    1 2
 JX1078
 JX1078.Superseded values are not recommended for survey control.
 JX1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1078.See file dsdata.txt to determine how the superseded data were derived.
 JX1078
 JX1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD539570(NAD 83)
 JX1078_MARKER: DR = REFERENCE MARK DISK
 JX1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1078_STAMPING: U.S.E. B.M. 302 NO 1 1944
 JX1078_MARK LOGO: CGS   
 JX1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1078+STABILITY: SURFACE MOTION
 JX1078
 JX1078  HISTORY     - Date     Condition        Report By
 JX1078  HISTORY     - 1944     MONUMENTED       CGS
 JX1078  HISTORY     - 1965     GOOD             CGS
 JX1078
 JX1078                          STATION DESCRIPTION
 JX1078
 JX1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JX1078'6 MI SW FROM MARIETTA.
 JX1078'ABOUT 5.75 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
 JX1078'RAILROAD FROM THE STATION AT MARIETTA, THENCE SOUTHERLY ALONG
 JX1078'WASHINGTON COUNTY ROAD 10 TO A GRAVELED ROAD JUST AFTER PASSING
 JX1078'OVER A CONCRETE BRIDGE, THENCE DUE SOUTH ABOUT 118 YARDS SOUTH
 JX1078'ON THE GRAVELED ROAD 22.5 FEET WEST OF THE CENTER OF THE GRAVELED
 JX1078'ROAD, 2.5 FEET SOUTH OF A POWERLINE POLE, AND 1.0 FOOT EAST
 JX1078'OF A METAL WITNESS SIGN AND POST.  THE REFERENCE MARK DISK IS
 JX1078'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 JX1078'PROJECTS 3 INCHES AND THE DISK IS STAMPED BM 302 NO 1 USE 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0429 ***********************************************************************
 JZ0429  DESIGNATION -  307
 JZ0429  PID         -  JZ0429
 JZ0429  STATE/COUNTY-  OH/HAMILTON
 JZ0429  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0429
 JZ0429                         *CURRENT SURVEY CONTROL
 JZ0429  ___________________________________________________________________
 JZ0429* NAD 83(1986)-  39 10 04.     (N)    084 28 11.     (W)     SCALED    
 JZ0429* NAVD 88     -       166.107  (meters)     544.97   (feet)  POSTED    
 JZ0429  ___________________________________________________________________
 JZ0429  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0429  DYNAMIC HT  -         166.000 (meters)     544.62  (feet)  COMP
 JZ0429  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 JZ0429
 JZ0429  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JZ0429
 JZ0429.The horizontal coordinates were scaled from a topographic map and have
 JZ0429.an estimated accuracy of +/- 6 seconds.
 JZ0429
 JZ0429.The orthometric height was determined by differential leveling
 JZ0429.and adjusted by the National Geodetic Survey in 1992..
 JZ0429.No vertical observational check was made to the station.
 JZ0429.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JZ0429.was located on a no-check spur therefore a value was not computed.
 JZ0429
 JZ0429.The geoid height was determined by GEOID03.
 JZ0429
 JZ0429.The dynamic height is computed by dividing the NAVD 88
 JZ0429.geopotential number by the normal gravity value computed on the
 JZ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0429.degrees latitude (g = 980.6199 gals.).
 JZ0429
 JZ0429.The modeled gravity was interpolated from observed gravity values.
 JZ0429
 JZ0429;                    North         East    Units  Estimated Accuracy
 JZ0429;SPC OH S     -   131,500.      429,800.      MT  (+/- 180 meters Scaled)
 JZ0429
 JZ0429                          SUPERSEDED SURVEY CONTROL
 JZ0429
 JZ0429  NGVD 29 (??/??/92)  166.282  (m)          545.54   (f) ADJ UNCH    1 2
 JZ0429
 JZ0429.Superseded values are not recommended for survey control.
 JZ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0429.See file dsdata.txt to determine how the superseded data were derived.
 JZ0429
 JZ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ185384(NAD 83)
 JZ0429_MARKER: DD = SURVEY DISK
 JZ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0429_STAMPING: 307
 JZ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0429+STABILITY: SURFACE MOTION
 JZ0429
 JZ0429  HISTORY     - Date     Condition        Report By
 JZ0429  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0429  HISTORY     - 1947     GOOD             NGS
 JZ0429
 JZ0429                          STATION DESCRIPTION
 JZ0429
 JZ0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0429'1 MI W FROM NORWOOD.
 JZ0429'1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM NORWOOD,
 JZ0429'HAMILTON COUNTY, AT THE CROSSING OF THE REDDING ROAD AND TENNESSEE
 JZ0429'AVENUE, 56 YARDS SOUTH OF THE SOUTHWEST WING WALL OF A B. AND
 JZ0429'O. R.R. BRIDGE OVER READING ROAD, 18 YARDS EAST OF THE NORTHEAST
 JZ0429'CORNER OF A CROCKERY STORE, 22 FEET WEST OF THE CENTERLINE OF
 JZ0429'READING ROAD, AND 6 INCHES ABOVE THE LEVEL OF THE ROADWAY.  A
 JZ0429'CITY OF CINCINNATI TOPOGRAPHICAL SURVEY STANDARD DISK, STAMPED
 JZ0429'307 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0179 ***********************************************************************
 JZ0179  DESIGNATION -  308
 JZ0179  PID         -  JZ0179
 JZ0179  STATE/COUNTY-  OH/MONTGOMERY
 JZ0179  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0179
 JZ0179                         *CURRENT SURVEY CONTROL
 JZ0179  ___________________________________________________________________
 JZ0179* NAD 83(1986)-  39 41 56.     (N)    084 28 51.     (W)     SCALED    
 JZ0179* NAVD 88     -       283.835  (meters)     931.22   (feet)  ADJUSTED  
 JZ0179  ___________________________________________________________________
 JZ0179  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ0179  DYNAMIC HT  -         283.672 (meters)     930.68  (feet)  COMP
 JZ0179  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 JZ0179
 JZ0179  VERT ORDER  -  SECOND    CLASS 0
 JZ0179
 JZ0179.The horizontal coordinates were scaled from a topographic map and have
 JZ0179.an estimated accuracy of +/- 6 seconds.
 JZ0179
 JZ0179.The orthometric height was determined by differential leveling
 JZ0179.and adjusted by the National Geodetic Survey in June 1991..
 JZ0179
 JZ0179.The geoid height was determined by GEOID03.
 JZ0179
 JZ0179.The dynamic height is computed by dividing the NAVD 88
 JZ0179.geopotential number by the normal gravity value computed on the
 JZ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0179.degrees latitude (g = 980.6199 gals.).
 JZ0179
 JZ0179.The modeled gravity was interpolated from observed gravity values.
 JZ0179
 JZ0179;                    North         East    Units  Estimated Accuracy
 JZ0179;SPC OH S     -   190,460.      430,130.      MT  (+/- 180 meters Scaled)
 JZ0179
 JZ0179                          SUPERSEDED SURVEY CONTROL
 JZ0179
 JZ0179  NGVD 29 (??/??/92)  284.007  (m)          931.78   (f) ADJ UNCH    2 0
 JZ0179
 JZ0179.Superseded values are not recommended for survey control.
 JZ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0179.See file dsdata.txt to determine how the superseded data were derived.
 JZ0179
 JZ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ159973(NAD 83)
 JZ0179_MARKER: DD = SURVEY DISK
 JZ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0179_STAMPING: 308
 JZ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0179+STABILITY: SURFACE MOTION
 JZ0179
 JZ0179  HISTORY     - Date     Condition        Report By
 JZ0179  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0179  HISTORY     - 1947     GOOD             NGS
 JZ0179  HISTORY     - 19970428 GOOD             USPSQD
 JZ0179  HISTORY     - 20041123 POOR             INDIV
 JZ0179
 JZ0179                          STATION DESCRIPTION
 JZ0179
 JZ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0179'6 MI SW FROM WEST ALEXANDRIA.
 JZ0179'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0179'WEST ALEXANDRIA, THENCE ABOUT 3.25 MILES SOUTH ALONG THE
 JZ0179'PREBLE-MONTGOMERY CO. LINE ROAD, ABOUT 0.1 MILE NORTH OF THE
 JZ0179'INTERSECTION OF THE NEW YORK CENTRAL RAILROAD, AT THE JUNCTION
 JZ0179'OF CHICKEN BRISTLE ROAD LEADING EAST, 24 FEET EAST OF THE CENTER
 JZ0179'LINE OF THE COUNTY LINE ROAD, 20 FEET SOUTH OF THE CENTER LINE
 JZ0179'OF THE ROAD EAST, 2.8 FEET SOUTHWEST OF A FENCE CORNER, 5.5
 JZ0179'FEET SOUTHWEST OF A ROAD IDENTIFICATION SIGN, 2 FEET NORTHWEST
 JZ0179'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE COUNTY LINE
 JZ0179'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 JZ0179
 JZ0179                          STATION RECOVERY (1997)
 JZ0179
 JZ0179'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0179'RECOVERED IN GOOD CONDITION.
 JZ0179
 JZ0179                          STATION RECOVERY (2004)
 JZ0179
 JZ0179'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0179'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2175 ***********************************************************************
 JX2175  DESIGNATION -  308
 JX2175  PID         -  JX2175
 JX2175  STATE/COUNTY-  OH/WASHINGTON
 JX2175  USGS QUAD   -  PARKERSBURG (1994)
 JX2175
 JX2175                         *CURRENT SURVEY CONTROL
 JX2175  ___________________________________________________________________
 JX2175* NAD 83(1995)-  39 19 26.74760(N)    081 33 44.64361(W)     ADJUSTED  
 JX2175* NAVD 88     -       188.80   (+/-2cm)     619.4    (feet)  VERTCON   
 JX2175  ___________________________________________________________________
 JX2175  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 JX2175  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX2175
 JX2175  HORZ ORDER  -  SECOND
 JX2175  VERT ORDER  -  THIRD ? (See Below)
 JX2175
 JX2175.The horizontal coordinates were established by classical geodetic methods
 JX2175.and adjusted by the National Geodetic Survey in April 1998..
 JX2175
 JX2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2175.The vertical order pertains to the NGVD 29 superseded value.
 JX2175
 JX2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2175
 JX2175.The geoid height was determined by GEOID03.
 JX2175
 JX2175;                    North         East     Units Scale Factor Converg.
 JX2175;SPC OH S     -   147,411.813   680,842.406   MT  0.99993646   +0 35 41.7
 JX2175;SPC WV N     -    93,529.668   422,183.229   MT  0.99995454   -1 18 55.2
 JX2175;UTM  17      - 4,352,893.701   451,523.504   MT  0.99962893   -0 21 23.1
 JX2175
 JX2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2175!SPC OH S     -   0.99997576  x   0.99993646  =   0.99991223
 JX2175!SPC WV N     -   0.99997576  x   0.99995454  =   0.99993031
 JX2175!UTM  17      -   0.99997576  x   0.99962893  =   0.99960470
 JX2175
 JX2175                          SUPERSEDED SURVEY CONTROL
 JX2175
 JX2175  NAD 83(1986)-  39 19 26.75119(N)    081 33 44.64991(W) AD(       ) 2
 JX2175  NAD 27      -  39 19 26.48200(N)    081 33 45.19900(W) AD(       ) 2
 JX2175  NGVD 29 (07/19/86)  188.98   (m)          620.0    (f) LEVELING    3  
 JX2175
 JX2175.Superseded values are not recommended for survey control.
 JX2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2175.See file dsdata.txt to determine how the superseded data were derived.
 JX2175
 JX2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5152452894(NAD 83)
 JX2175_MARKER: P = PIPE CAP
 JX2175_SETTING: 0 = UNSPECIFIED SETTING
 JX2175
 JX2175  HISTORY     - Date     Condition        Report By
 JX2175  HISTORY     - 1944     MONUMENTED       USE
 JX2175
 JX2175                          STATION DESCRIPTION
 JX2175
 JX2175'DESCRIBED BY US ENGINEERS 1944 (FN)
 JX2175'STATION IS LOCATED NEAR THE NW CORNER OF THE FULLERTON UNION CHAPEL
 JX2175'CHURCH, ABOUT 9
 JX2175'MILES SW OF MARIETTA, ABOUT 3 MILES N OF BELPRE,
 JX2175'AND 0.6 MILE S OF U.S. LOCK 18.
 JX2175'IT IS 4.5 FEET W OF THE NW CORNER
 JX2175'OF THE CHURCH AND 68 FEET E OF THE E RAIL OF THE
 JX2175'BALTIMORE AND
 JX2175'OHIO RAILROAD TRACKS.  THE MARK CONSISTS OF A 2-INCH IRON PIPE
 JX2175'WITH A CAST-IRON
 JX2175'CAP BOLTED TO ITS TOP, WITH CROSS LINES AND LETTERS
 JX2175'US INSCRIBED ON THE CAP.
 JX2175'
 JX2175'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 JX2175'FULLERTON.  THE
 JX2175'DISTANCE IS 72.22 FEET (22.015 METERS).
 JX2175'
 JX2175'TO REACH THE STATION FROM THE PARKERSBURG BRIDGE IN BELPRE,
 JX2175'GO N ON STATE
 JX2175'HIGHWAY 7 FOR 3.7 MILES TO A T-ROAD LEFT, TURN
 JX2175'LEFT AND GO 0.1 MILE TO CHURCH
 JX2175'ON THE RIGHT AND STATION.
 JX2175'
 JX2175'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6799 ***********************************************************************
 AI6799  DESIGNATION -  30A
 AI6799  PID         -  AI6799
 AI6799  STATE/COUNTY-  OH/CLINTON
 AI6799  USGS QUAD   -  MARTINSVILLE (1960)
 AI6799
 AI6799                         *CURRENT SURVEY CONTROL
 AI6799  ___________________________________________________________________
 AI6799* NAD 83(1995)-  39 18 07.87681(N)    083 46 36.04764(W)     ADJUSTED  
 AI6799* NAVD 88     -       329.6    (meters)    1081.     (feet)  GPS OBS   
 AI6799  ___________________________________________________________________
 AI6799  X           -     535,773.177 (meters)                     COMP
 AI6799  Y           -  -4,913,249.792 (meters)                     COMP
 AI6799  Z           -   4,018,521.189 (meters)                     COMP
 AI6799  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 AI6799  ELLIP HEIGHT-         296.72  (meters)          (10/07/05) GPS OBS
 AI6799  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 AI6799
 AI6799  HORZ ORDER  -  FIRST
 AI6799  ELLP ORDER  -  THIRD     CLASS II
 AI6799
 AI6799.The horizontal coordinates were established by GPS observations
 AI6799.and adjusted by the National Geodetic Survey in August 2000..
 AI6799
 AI6799.The orthometric height was determined by GPS observations and a
 AI6799.high-resolution geoid model.
 AI6799
 AI6799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6799
 AI6799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6799
 AI6799.The ellipsoidal height was determined by GPS observations
 AI6799.and is referenced to NAD 83.
 AI6799
 AI6799.The geoid height was determined by GEOID03.
 AI6799
 AI6799;                    North         East     Units Scale Factor Converg.
 AI6799;SPC OH S     -   145,338.356   489,888.394   MT  0.99993693   -0 48 36.3
 AI6799;UTM  17      - 4,353,988.006   260,569.788   MT  1.00030590   -1 45 34.6
 AI6799
 AI6799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6799!SPC OH S     -   0.99995345  x   0.99993693  =   0.99989038
 AI6799!UTM  17      -   0.99995345  x   1.00030590  =   1.00025934
 AI6799
 AI6799|---------------------------------------------------------------------|
 AI6799| PID    Reference Object                     Distance      Geod. Az  |
 AI6799|                                                           dddmmss.s |
 AI6799| AI6769 30                                  394.746 METERS 13155     |
 AI6799|---------------------------------------------------------------------|
 AI6799
 AI6799                          SUPERSEDED SURVEY CONTROL
 AI6799
 AI6799  ELLIP H (08/02/00)  296.75   (m)                       GP(       ) 3 2
 AI6799
 AI6799.Superseded values are not recommended for survey control.
 AI6799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6799.See file dsdata.txt to determine how the superseded data were derived.
 AI6799
 AI6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6057053988(NAD 83)
 AI6799_MARKER: DD = SURVEY DISK
 AI6799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6799_STAMPING: GPS 30A
 AI6799_MARK LOGO: OH-027
 AI6799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6799+STABILITY: SURFACE MOTION
 AI6799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6799+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6799
 AI6799  HISTORY     - Date     Condition        Report By
 AI6799  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6799
 AI6799                          STATION DESCRIPTION
 AI6799
 AI6799'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6799'THE STATION IS APPROXIMATELY 7.5 MI (12.1 KM) EAST OF MIDLAND, 4.25 MI
 AI6799'(6.84 KM) SOUTHWEST OF NEW VIENNA, AND 2.5 MI (4.0 KM) SOUTHEAST OF
 AI6799'MARTINSVILLE.  THE STATION IS ON THE SOUTH SIDE OF SR 134 EAST OF
 AI6799'HOUSE NUMBER 11549.
 AI6799'TO REACH THE STATION FROM THE INTERSECTION OF SR 28 AND SR 134,
 AI6799'PROCEED SOUTH ON SR 134 FOR APPROXIMATELY 2.0 MI (3.2 KM) TO THE
 AI6799'STATION ON THE LEFT.
 AI6799'THE STATION IS LOCATED APPROXIMATELY 53.95 M (177.00 FT) NORTHWEST OF
 AI6799'THE POST FOR A SIGN --SCHOOL BUS TURN AHEAD--, 7.30 M (23.95 FT) WEST
 AI6799'OF THE CENTERLINE OF ROUTE 134, AND 0.15 M (0.49 FT) SOUTHEAST OF A
 AI6799'WITNESS POST.  THE STATION IS A STANDARD CLINTON COUNTY SURVEY DISK
 AI6799'SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS 30A 2000--RECESSED
 AI6799'0.2 FT (6.1 CM) BELOW THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2460 ***********************************************************************
 AB2460  DESIGNATION -  31
 AB2460  PID         -  AB2460
 AB2460  STATE/COUNTY-  OH/ATHENS
 AB2460  USGS QUAD   -  NEW STRAITSVILLE (1995)
 AB2460
 AB2460                         *CURRENT SURVEY CONTROL
 AB2460  ___________________________________________________________________
 AB2460* NAD 83(1995)-  39 31 34.63638(N)    082 09 18.10906(W)     ADJUSTED  
 AB2460* NAVD 88     -       299.5    (meters)     983.     (feet)  GPS OBS   
 AB2460  ___________________________________________________________________
 AB2460  X           -     672,440.765 (meters)                     COMP
 AB2460  Y           -  -4,880,446.090 (meters)                     COMP
 AB2460  Z           -   4,037,724.088 (meters)                     COMP
 AB2460  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AB2460  ELLIP HEIGHT-         265.41  (meters)          (10/07/05) GPS OBS
 AB2460  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AB2460
 AB2460  HORZ ORDER  -  FIRST
 AB2460  ELLP ORDER  -  FOURTH    CLASS I
 AB2460
 AB2460.The horizontal coordinates were established by GPS observations
 AB2460.and adjusted by the National Geodetic Survey in April 1998..
 AB2460
 AB2460.The orthometric height was determined by GPS observations and a
 AB2460.high-resolution geoid model.
 AB2460
 AB2460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2460
 AB2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2460
 AB2460.The ellipsoidal height was determined by GPS observations
 AB2460.and is referenced to NAD 83.
 AB2460
 AB2460.The geoid height was determined by GEOID03.
 AB2460
 AB2460;                    North         East     Units Scale Factor Converg.
 AB2460;SPC OH S     -   169,495.343   629,658.961   MT  0.99993897   +0 13 08.0
 AB2460;UTM  17      - 4,375,818.834   400,727.762   MT  0.99972133   -0 44 06.6
 AB2460
 AB2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2460!SPC OH S     -   0.99995836  x   0.99993897  =   0.99989733
 AB2460!UTM  17      -   0.99995836  x   0.99972133  =   0.99967970
 AB2460
 AB2460                          SUPERSEDED SURVEY CONTROL
 AB2460
 AB2460  ELLIP H (04/01/98)  265.43   (m)                       GP(       ) 4 1
 AB2460  NAD 83(1986)-  39 31 34.63544(N)    082 09 18.11237(W) AD(       ) 1
 AB2460
 AB2460.Superseded values are not recommended for survey control.
 AB2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2460.See file dsdata.txt to determine how the superseded data were derived.
 AB2460
 AB2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0072875819(NAD 83)
 AB2460_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2460_STAMPING: 31 1995
 AB2460_MARK LOGO: ATHCE 
 AB2460_PROJECTION: FLUSH
 AB2460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2460+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2460_ROD/PIPE-DEPTH: 1    meters
 AB2460
 AB2460  HISTORY     - Date     Condition        Report By
 AB2460  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2460
 AB2460                          STATION DESCRIPTION
 AB2460
 AB2460'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2460'IN ATHENS COUNTY, OHIO, TRIMBLE TOWNSHIP, STATION IS LOCATED IN THE
 AB2460'EAST R/W OF C.R.  92 JUST SOUTH OF SMOKE RISE 1/2 MILE SIGN IN WEST
 AB2460'R/W, ABOUT 1.0 MI.NORTH OF S.R.  78, AND 0.5 MI.EAST OF THE COUNTY
 AB2460'LINE.  SET APPROXIMATELY 30 FT.SOUTH OF A SOUTHWEST FENCE CORNER AND
 AB2460'ABOUT 5 FT.EAST OF THE EAST EOP.  STATION IS FLUSH WITH THE GROUND. A
 AB2460'STATION SKETCH IS AVAILABLE THROUGH THE ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3240 ***********************************************************************
 MB3240  DESIGNATION -  31 P
 MB3240  PID         -  MB3240
 MB3240  STATE/COUNTY-  OH/CUYAHOGA
 MB3240  USGS QUAD   -  MAYFIELD HEIGHTS (1994)
 MB3240
 MB3240                         *CURRENT SURVEY CONTROL
 MB3240  ___________________________________________________________________
 MB3240* NAD 83(1995)-  41 36 40.23295(N)    081 28 58.48629(W)     ADJUSTED  
 MB3240* NAVD 88     -       197.5    (meters)     648.     (feet)  GPS OBS   
 MB3240  ___________________________________________________________________
 MB3240  X           -     707,332.962 (meters)                     COMP
 MB3240  Y           -  -4,723,239.273 (meters)                     COMP
 MB3240  Z           -   4,213,520.542 (meters)                     COMP
 MB3240  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 MB3240  ELLIP HEIGHT-         163.15  (meters)          (10/07/05) GPS OBS
 MB3240  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 MB3240
 MB3240  HORZ ORDER  -  FIRST
 MB3240  ELLP ORDER  -  FOURTH    CLASS I
 MB3240
 MB3240.The horizontal coordinates were established by GPS observations
 MB3240.and adjusted by the National Geodetic Survey in April 1998..
 MB3240
 MB3240.The orthometric height was determined by GPS observations and a
 MB3240.high-resolution geoid model.
 MB3240
 MB3240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3240
 MB3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3240
 MB3240.The ellipsoidal height was determined by GPS observations
 MB3240.and is referenced to NAD 83.
 MB3240
 MB3240.The geoid height was determined by GEOID03.
 MB3240
 MB3240;                    North         East     Units Scale Factor Converg.
 MB3240;SPC OH N     -   216,429.258   684,774.209   MT  0.99998408   +0 40 05.4
 MB3240;UTM  17      - 4,606,719.592   459,763.706   MT  0.99961992   -0 19 14.5
 MB3240
 MB3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3240!SPC OH N     -   0.99997441  x   0.99998408  =   0.99995849
 MB3240!UTM  17      -   0.99997441  x   0.99961992  =   0.99959434
 MB3240
 MB3240                          SUPERSEDED SURVEY CONTROL
 MB3240
 MB3240  ELLIP H (04/01/98)  163.20   (m)                       GP(       ) 4 1
 MB3240  NAD 83(1986)-  41 36 40.24391(N)    081 28 58.48733(W) AD(       ) 1
 MB3240  NGVD 29 (11/06/91)  197.7    (m)          649.     (f) GPS OBS        
 MB3240
 MB3240.Superseded values are not recommended for survey control.
 MB3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3240.See file dsdata.txt to determine how the superseded data were derived.
 MB3240
 MB3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG5976406720(NAD 83)
 MB3240_MARKER: DD = SURVEY DISK
 MB3240_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3240_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3240_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3240+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1992
 MB3240
 MB3240  HISTORY     - Date     Condition        Report By
 MB3240  HISTORY     - UNK      MONUMENTED
 MB3240  HISTORY     - 19900326 GOOD             AEROS
 MB3240  HISTORY     - 19921208 GOOD             HOLDEN
 MB3240
 MB3240                          STATION DESCRIPTION
 MB3240
 MB3240'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3240'THE STATION IS LOCATED 0.5 KM (0.30 MI) EAST OF THE CUYAHOGA COUNTY
 MB3240'LINE, AT THE INTERSECTION OF LLOYD ROAD AND LAKELAND BLVD.
 MB3240'TO REACH FROM STATE ROUTE NO.2, EXIT IN WICKLIFFE AT LLYOD ROAD EXIT,
 MB3240'GO SOUTH TO LAKELAND BLVD.  TURN RIGHT AN GO WEST FOR 0.32 KM
 MB3240'(0.20 MI) ON LAKELAND BLVD. TO LLOYD ROAD AND THE STATION.
 MB3240'STATION IS A IRON ROD RECESSED 12.5 CM BELOW THE ROAD SURFACE ENCASED
 MB3240'IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE CENTERLINE--CENTERLINE
 MB3240'OF THE INTERSECTION, 4.13 M (13.5 FT) NORTHWEST OF THE OM MONUMENT AT
 MB3240'THE SOUTHEAST CORNER OF THE INTERSECTION.
 MB3240
 MB3240                          STATION RECOVERY (1992)
 MB3240
 MB3240'RECOVERY NOTE BY HOLDEN GPS 1992
 MB3240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0710 ***********************************************************************
 MC0710  DESIGNATION -  310
 MC0710  PID         -  MC0710
 MC0710  STATE/COUNTY-  OH/LUCAS
 MC0710  USGS QUAD   -  TOLEDO (1980)
 MC0710
 MC0710                         *CURRENT SURVEY CONTROL
 MC0710  ___________________________________________________________________
 MC0710* NAD 83(1986)-  41 38 54.     (N)    083 32 10.     (W)     SCALED    
 MC0710* NAVD 88     -       178.401  (meters)     585.30   (feet)  ADJUSTED  
 MC0710  ___________________________________________________________________
 MC0710  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC0710  DYNAMIC HT  -         178.332 (meters)     585.08  (feet)  COMP
 MC0710  MODELED GRAV-     980,232.0   (mgal)                       NAVD 88
 MC0710
 MC0710  VERT ORDER  -  FIRST     CLASS I
 MC0710
 MC0710.The horizontal coordinates were scaled from a topographic map and have
 MC0710.an estimated accuracy of +/- 6 seconds.
 MC0710
 MC0710.The orthometric height was determined by differential leveling
 MC0710.and adjusted by the National Geodetic Survey in January 1994..
 MC0710.WARNING-Repeat measurements at this control monument indicate possible
 MC0710.vertical movement.
 MC0710
 MC0710.The geoid height was determined by GEOID03.
 MC0710
 MC0710.The dynamic height is computed by dividing the NAVD 88
 MC0710.geopotential number by the normal gravity value computed on the
 MC0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0710.degrees latitude (g = 980.6199 gals.).
 MC0710
 MC0710.The modeled gravity was interpolated from observed gravity values.
 MC0710
 MC0710;                    North         East    Units  Estimated Accuracy
 MC0710;SPC OH N     -   220,580.      513,690.      MT  (+/- 180 meters Scaled)
 MC0710
 MC0710                          SUPERSEDED SURVEY CONTROL
 MC0710
 MC0710  NAVD 88 (06/15/91)  178.403  (m)          585.31   (f) UNKNOWN     1 1
 MC0710  NGVD 29 (06/03/92)  178.600  (m)          585.96   (f) ADJUSTED    1 1
 MC0710
 MC0710.Superseded values are not recommended for survey control.
 MC0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0710.See file dsdata.txt to determine how the superseded data were derived.
 MC0710
 MC0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG888138(NAD 83)
 MC0710_MARKER: DD = SURVEY DISK
 MC0710_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MC0710_SP_SET: BUILDING
 MC0710_MARK LOGO: OH8120
 MC0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0710+STABILITY: POSITION/ELEVATION WELL
 MC0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0710+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0710
 MC0710  HISTORY     - Date     Condition        Report By
 MC0710  HISTORY     - UNK      MONUMENTED       OH8120
 MC0710  HISTORY     - 1968     GOOD             NGS
 MC0710  HISTORY     - 1980     GOOD             NGS
 MC0710  HISTORY     - 1987     GOOD             USPSQD
 MC0710  HISTORY     - 1988     GOOD             USPSQD
 MC0710  HISTORY     - 1989     POOR             USPSQD
 MC0710  HISTORY     - 19930715 GOOD             NGS
 MC0710
 MC0710                          STATION DESCRIPTION
 MC0710
 MC0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0710'AT TOLEDO.
 MC0710'AT TOLEDO, AT THE INTERSECTION OF SUMMIT AND MONROE STREETS,
 MC0710'SET VERTICALLY IN THE NORTHWEST FACE OF THE LOWER WATER TABLE AT
 MC0710'THE NORTH CORNER OF RED BRICK BOSTWICK-BRAUN BUILDING, AND ABOUT
 MC0710'0.6 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
 MC0710
 MC0710                          STATION RECOVERY (1980)
 MC0710
 MC0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0710'RECOVERED IN GOOD CONDITION.
 MC0710
 MC0710                          STATION RECOVERY (1987)
 MC0710
 MC0710'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0710'RECOVERED IN GOOD CONDITION.
 MC0710
 MC0710                          STATION RECOVERY (1988)
 MC0710
 MC0710'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 MC0710'RECOVERED IN GOOD CONDITION.
 MC0710
 MC0710                          STATION RECOVERY (1989)
 MC0710
 MC0710'RECOVERY NOTE BY US POWER SQUADRON 1989 (TMK)
 MC0710'MARK RECOVERED IN POOR CONDITION.
 MC0710
 MC0710                          STATION RECOVERY (1993)
 MC0710
 MC0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0710'IN TOLEDO, AT THE INTERSECTION OF NORTH SUMMIT AND MONROE STREETS,
 MC0710'SET VERTICALLY IN THE NORTHWEST FACE OF A BRICK BUILDING, 13.4 M
 MC0710'(44.0 FT) SOUTHWEST OF THE CENTERLINE OF MONROE STREET, 8.0 M (26.2
 MC0710'FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF NORTH
 MC0710'SUMMIT STREET, 0.2 M (0.7 FT) SOUTHWEST OF THE NORTH CORNER OF THE
 MC0710'BUILDING, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE SIDEWALK.
 MC0710'NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2160 ***********************************************************************
 JX2160  DESIGNATION -  310
 JX2160  PID         -  JX2160
 JX2160  STATE/COUNTY-  OH/WASHINGTON
 JX2160  USGS QUAD   -  PARKERSBURG (1994)
 JX2160
 JX2160                         *CURRENT SURVEY CONTROL
 JX2160  ___________________________________________________________________
 JX2160* NAD 83(1995)-  39 18 29.08065(N)    081 33 58.62618(W)     ADJUSTED  
 JX2160* NAVD 88     -       186.0    (meters)     610.     (feet)  VERTCON   
 JX2160  ___________________________________________________________________
 JX2160  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 JX2160  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX2160
 JX2160  HORZ ORDER  -  SECOND
 JX2160
 JX2160.The horizontal coordinates were established by classical geodetic methods
 JX2160.and adjusted by the National Geodetic Survey in April 1998..
 JX2160
 JX2160.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2160
 JX2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2160
 JX2160.The geoid height was determined by GEOID03.
 JX2160
 JX2160;                    North         East     Units Scale Factor Converg.
 JX2160;SPC OH S     -   145,630.142   680,525.913   MT  0.99993679   +0 35 32.9
 JX2160;SPC WV N     -    91,759.504   421,807.514   MT  0.99995605   -1 19 04.2
 JX2160;UTM  17      - 4,351,118.076   451,177.581   MT  0.99962935   -0 21 31.5
 JX2160
 JX2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2160!SPC OH S     -   0.99997620  x   0.99993679  =   0.99991299
 JX2160!SPC WV N     -   0.99997620  x   0.99995605  =   0.99993225
 JX2160!UTM  17      -   0.99997620  x   0.99962935  =   0.99960556
 JX2160
 JX2160                          SUPERSEDED SURVEY CONTROL
 JX2160
 JX2160  NAD 83(1986)-  39 18 29.08435(N)    081 33 58.63240(W) AD(       ) 2
 JX2160  NAD 27      -  39 18 28.81500(N)    081 33 59.18100(W) AD(       ) 2
 JX2160  NGVD 29 (07/19/86)  186.2    (m)          611.     (f) VERT ANG       
 JX2160
 JX2160.Superseded values are not recommended for survey control.
 JX2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2160.See file dsdata.txt to determine how the superseded data were derived.
 JX2160
 JX2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5117851118(NAD 83)
 JX2160_MARKER: P = PIPE CAP
 JX2160_SETTING: 0 = UNSPECIFIED SETTING
 JX2160
 JX2160  HISTORY     - Date     Condition        Report By
 JX2160  HISTORY     - 1944     MONUMENTED       USE
 JX2160  HISTORY     - 1963     GOOD             AEROS
 JX2160  HISTORY     - 1989     GOOD             USPSQD
 JX2160
 JX2160                          STATION DESCRIPTION
 JX2160
 JX2160'DESCRIBED BY US ENGINEERS 1944 (FN)
 JX2160'STATION IS LOCATED APPROXIMATELY 9 MILES SW OF MARIETTA, 2 MILES NW
 JX2160'OF PARKERSBURG, 2
 JX2160'MILES S OF U.S. LOCK 18, 0.15 MILE W OF THE
 JX2160'OHIO RIVER, AND 150 FEET W OF STATE
 JX2160'HIGHWAY 7.  IT IS ON PROPERTY
 JX2160'OWNED BY MR. A.T. MULLIGAN.  THE MARK IS A 2-INCH IRON
 JX2160'PIPE WITH A
 JX2160'3-INCH CAST-IRON CAP BOLTED TO THE PIPE.  IT PROJECTS ABOUT 3
 JX2160'INCHES.
 JX2160'
 JX2160'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 JX2160'MULLIGAN, THE
 JX2160'DISTANCE BEING 9.784 METERS (32.01 FEET).
 JX2160'
 JX2160'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX2160'STATE HIGHWAY 7 AT
 JX2160'THE W END OF THE PARKERSBURG BRIDGE, GO N ON
 JX2160'STATE HIGHWAY 7 FOR 2.5 MILES TO THE
 JX2160'MULLIGAN HOUSE ON THE LEFT
 JX2160'AND THE STATION.
 JX2160'
 JX2160'THIS IS A TRAVERSE STATION.
 JX2160
 JX2160                          STATION RECOVERY (1963)
 JX2160
 JX2160'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 JX2160'RECOVERED AS DESCRIBED.
 JX2160
 JX2160                          STATION RECOVERY (1989)
 JX2160
 JX2160'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 JX2160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0417 ***********************************************************************
 JZ0417  DESIGNATION -  311
 JZ0417  PID         -  JZ0417
 JZ0417  STATE/COUNTY-  OH/HAMILTON
 JZ0417  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0417
 JZ0417                         *CURRENT SURVEY CONTROL
 JZ0417  ___________________________________________________________________
 JZ0417* NAD 83(1986)-  39 07 46.     (N)    084 28 35.     (W)     SCALED    
 JZ0417* NAVD 88     -       246.140  (meters)     807.54   (feet)  ADJUSTED  
 JZ0417  ___________________________________________________________________
 JZ0417  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0417  DYNAMIC HT  -         245.984 (meters)     807.03  (feet)  COMP
 JZ0417  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 JZ0417
 JZ0417  VERT ORDER  -  FIRST     CLASS II
 JZ0417
 JZ0417.The horizontal coordinates were scaled from a topographic map and have
 JZ0417.an estimated accuracy of +/- 6 seconds.
 JZ0417
 JZ0417.The orthometric height was determined by differential leveling
 JZ0417.and adjusted by the National Geodetic Survey in June 1991..
 JZ0417
 JZ0417.The geoid height was determined by GEOID03.
 JZ0417
 JZ0417.The dynamic height is computed by dividing the NAVD 88
 JZ0417.geopotential number by the normal gravity value computed on the
 JZ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0417.degrees latitude (g = 980.6199 gals.).
 JZ0417
 JZ0417.The modeled gravity was interpolated from observed gravity values.
 JZ0417
 JZ0417;                    North         East    Units  Estimated Accuracy
 JZ0417;SPC OH S     -   127,250.      429,130.      MT  (+/- 180 meters Scaled)
 JZ0417
 JZ0417                          SUPERSEDED SURVEY CONTROL
 JZ0417
 JZ0417  NGVD 29 (??/??/92)  246.314  (m)          808.12   (f) ADJ UNCH    1 2
 JZ0417
 JZ0417.Superseded values are not recommended for survey control.
 JZ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0417.See file dsdata.txt to determine how the superseded data were derived.
 JZ0417
 JZ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ181341(NAD 83)
 JZ0417_MARKER: DD = SURVEY DISK
 JZ0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0417_SP_SET: SIDEWALK
 JZ0417_STAMPING: 311
 JZ0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0417
 JZ0417  HISTORY     - Date     Condition        Report By
 JZ0417  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0417  HISTORY     - 1947     GOOD             NGS
 JZ0417
 JZ0417                          STATION DESCRIPTION
 JZ0417
 JZ0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0417'AT CINCINNATI.
 JZ0417'MADISON ROAD AND WOODBURN AVENUE SOUTHWEST CORNER.  DISK ON
 JZ0417'MONUMENT IN WALK IN FRONT OF SOUTHWEST CORNER OF CENTRAL TRUST
 JZ0417'COMPANY BUILDING, 27.7 FEET SOUTH OF SOUTH CURB LINE OF MADISON
 JZ0417'ROAD PRODUCED, 10.0 FEET WEST OF THE WEST CURB LINE OF WOODBURN
 JZ0417'AVENUE AND 0.7 FEET WEST OF PILASTER OF CENTRAL TRUST COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0706 ***********************************************************************
 MC0706  DESIGNATION -  312
 MC0706  PID         -  MC0706
 MC0706  STATE/COUNTY-  OH/LUCAS
 MC0706  USGS QUAD   -  TOLEDO (1980)
 MC0706
 MC0706                         *CURRENT SURVEY CONTROL
 MC0706  ___________________________________________________________________
 MC0706* NAD 83(1986)-  41 38 26.     (N)    083 32 33.     (W)     SCALED    
 MC0706* NAVD 88     -       184.478  (meters)     605.24   (feet)  ADJUSTED  
 MC0706  ___________________________________________________________________
 MC0706  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 MC0706  DYNAMIC HT  -         184.406 (meters)     605.01  (feet)  COMP
 MC0706  MODELED GRAV-     980,231.3   (mgal)                       NAVD 88
 MC0706
 MC0706  VERT ORDER  -  FIRST     CLASS I
 MC0706
 MC0706.The horizontal coordinates were scaled from a topographic map and have
 MC0706.an estimated accuracy of +/- 6 seconds.
 MC0706
 MC0706.The orthometric height was determined by differential leveling
 MC0706.and adjusted by the National Geodetic Survey in June 1991..
 MC0706
 MC0706.The geoid height was determined by GEOID03.
 MC0706
 MC0706.The dynamic height is computed by dividing the NAVD 88
 MC0706.geopotential number by the normal gravity value computed on the
 MC0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0706.degrees latitude (g = 980.6199 gals.).
 MC0706
 MC0706.The modeled gravity was interpolated from observed gravity values.
 MC0706
 MC0706;                    North         East    Units  Estimated Accuracy
 MC0706;SPC OH N     -   219,720.      513,150.      MT  (+/- 180 meters Scaled)
 MC0706
 MC0706                          SUPERSEDED SURVEY CONTROL
 MC0706
 MC0706  NGVD 29 (06/03/92)  184.675  (m)          605.89   (f) ADJUSTED    1 1
 MC0706
 MC0706.Superseded values are not recommended for survey control.
 MC0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0706.See file dsdata.txt to determine how the superseded data were derived.
 MC0706
 MC0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG882129(NAD 83)
 MC0706_MARKER: DD = SURVEY DISK
 MC0706_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0706_SP_SET: BUILDING
 MC0706_STAMPING: 312
 MC0706_MARK LOGO: OH8120
 MC0706_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0706+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0706
 MC0706  HISTORY     - Date     Condition        Report By
 MC0706  HISTORY     - UNK      MONUMENTED       OH8120
 MC0706  HISTORY     - 1968     GOOD             NGS
 MC0706  HISTORY     - 1980     GOOD             NGS
 MC0706  HISTORY     - 1987     GOOD             USPSQD
 MC0706  HISTORY     - 1988     POOR             USPSQD
 MC0706  HISTORY     - 19930715 GOOD             NGS
 MC0706
 MC0706                          STATION DESCRIPTION
 MC0706
 MC0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0706'AT TOLEDO.
 MC0706'AT TOLEDO, ABOUT 0.3 MILE NORTH ALONG NEWTON AND SUMMIT STREET
 MC0706'FROM THE UNION STATION, AT THE INTERSECTION OF SUMMIT AND KNAPP
 MC0706'STREET, SET ON THE TOP OF THE STONE FOUNDATION ALONG THE SOUTHEAST
 MC0706'SIDE OF A TWO-STORIED BRICK BUILDING, 22.3 FEET NORTHEAST OF
 MC0706'THE NORTHEAST CURB OF KNAPP STREET, 16.3 FEET NORTHWEST OF THE
 MC0706'NORTHWEST CURB OF SUMMIT STREET, 10 1/2 FEET NORTHEAST OF A METAL
 MC0706'SUPPORT POST AT THE SOUTH CORNER OF THE BUILDING AND 0.4 FOOT ABOVE
 MC0706'THE LEVEL OF THE SIDEWALK.
 MC0706
 MC0706                          STATION RECOVERY (1980)
 MC0706
 MC0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0706'RECOVERED IN GOOD CONDITION.
 MC0706
 MC0706                          STATION RECOVERY (1987)
 MC0706
 MC0706'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0706'RECOVERED IN GOOD CONDITION.
 MC0706
 MC0706                          STATION RECOVERY (1988)
 MC0706
 MC0706'RECOVERY NOTE BY US POWER SQUADRON 1988 (HRS)
 MC0706'MARK RECOVERED IN POOR CONDITION.
 MC0706
 MC0706                          STATION RECOVERY (1993)
 MC0706
 MC0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0706'IN TOLEDO, AT THE INTERSECTION OF KNAPP AND SUMMIT STREETS, IN TOP OF
 MC0706'THE FOUNDATION OF THE CHARLESTON INN, 13.5 M (44.3 FT) NORTHEAST OF
 MC0706'THE CENTER OF KNAPP STREET, 12.8 M (42.0 FT) NORTHWEST OF THE
 MC0706'CENTERLINE OF SUMMIT STREET, 3.4 M (11.2 FT) NORTHEAST OF THE SOUTH
 MC0706'CORNER OF THE BUILDING, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET,
 MC0706'AND 0.1 M (0.3 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0392 ***********************************************************************
 JZ0392  DESIGNATION -  312
 JZ0392  PID         -  JZ0392
 JZ0392  STATE/COUNTY-  OH/HAMILTON
 JZ0392  USGS QUAD   -  NEWPORT (1987)
 JZ0392
 JZ0392                         *CURRENT SURVEY CONTROL
 JZ0392  ___________________________________________________________________
 JZ0392* NAD 83(1986)-  39 07 25.     (N)    084 28 11.     (W)     SCALED    
 JZ0392* NAVD 88     -       151.339  (meters)     496.52   (feet)  ADJUSTED  
 JZ0392  ___________________________________________________________________
 JZ0392  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0392  DYNAMIC HT  -         151.243 (meters)     496.20  (feet)  COMP
 JZ0392  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 JZ0392
 JZ0392  VERT ORDER  -  FIRST     CLASS II
 JZ0392
 JZ0392.The horizontal coordinates were scaled from a topographic map and have
 JZ0392.an estimated accuracy of +/- 6 seconds.
 JZ0392
 JZ0392.The orthometric height was determined by differential leveling
 JZ0392.and adjusted by the National Geodetic Survey in June 1991..
 JZ0392.WARNING-Repeat measurements at this control monument indicate possible
 JZ0392.vertical movement.
 JZ0392
 JZ0392.The geoid height was determined by GEOID03.
 JZ0392
 JZ0392.The dynamic height is computed by dividing the NAVD 88
 JZ0392.geopotential number by the normal gravity value computed on the
 JZ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0392.degrees latitude (g = 980.6199 gals.).
 JZ0392
 JZ0392.The modeled gravity was interpolated from observed gravity values.
 JZ0392
 JZ0392;                    North         East    Units  Estimated Accuracy
 JZ0392;SPC OH S     -   126,590.      429,690.      MT  (+/- 180 meters Scaled)
 JZ0392
 JZ0392                          SUPERSEDED SURVEY CONTROL
 JZ0392
 JZ0392  NGVD 29 (??/??/92)  151.512  (m)          497.09   (f) ADJ UNCH    1 2
 JZ0392
 JZ0392.Superseded values are not recommended for survey control.
 JZ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0392.See file dsdata.txt to determine how the superseded data were derived.
 JZ0392
 JZ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ187335(NAD 83)
 JZ0392_MARKER: DD = SURVEY DISK
 JZ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0392_STAMPING: 312
 JZ0392_MARK LOGO: OH1610
 JZ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0392+STABILITY: SURFACE MOTION
 JZ0392
 JZ0392  HISTORY     - Date     Condition        Report By
 JZ0392  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0392  HISTORY     - 1949     GOOD             NGS
 JZ0392  HISTORY     - 1965     GOOD             NGS
 JZ0392  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0392
 JZ0392                          STATION DESCRIPTION
 JZ0392
 JZ0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0392'AT CINCINNATI.
 JZ0392'AT CINCINNATI, AT THE INTERSECTION OF EASTERN AVENUE AND COLLINS
 JZ0392'AVENUE, 23 FEET EAST OF THE EAST CURB OF COLLINS AVENUE, 21.5
 JZ0392'FEET SOUTHWEST OF A FIRE HYDRANT, 4.5 FEET EAST OF A POWER LINE
 JZ0392'POLE, 1.3 FEET NORTHWEST OF THE NORTHWEST CURB OF EASTERN
 JZ0392'AVENUE, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A
 JZ0392'CONCRETE POST FLUSH WITH THE GROUND.
 JZ0392
 JZ0392                          STATION RECOVERY (1965)
 JZ0392
 JZ0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JZ0392'RECOVERED IN GOOD CONDITION.
 JZ0392
 JZ0392                          STATION RECOVERY (1984)
 JZ0392
 JZ0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0392'NOT RECOVERED, BELIEVED DESTROYED DURING CONSTRUCTION OF A DRIVE TO
 JZ0392'MURRAY,S MOTOR WORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0418 ***********************************************************************
 JZ0418  DESIGNATION -  313
 JZ0418  PID         -  JZ0418
 JZ0418  STATE/COUNTY-  OH/HAMILTON
 JZ0418  USGS QUAD   -  NEWPORT (1987)
 JZ0418
 JZ0418                         *CURRENT SURVEY CONTROL
 JZ0418  ___________________________________________________________________
 JZ0418* NAD 83(1986)-  39 07 21.     (N)    084 29 06.     (W)     SCALED    
 JZ0418* NAVD 88     -       236.887  (meters)     777.19   (feet)  ADJUSTED  
 JZ0418  ___________________________________________________________________
 JZ0418  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0418  DYNAMIC HT  -         236.736 (meters)     776.69  (feet)  COMP
 JZ0418  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 JZ0418
 JZ0418  VERT ORDER  -  FIRST     CLASS II
 JZ0418
 JZ0418.The horizontal coordinates were scaled from a topographic map and have
 JZ0418.an estimated accuracy of +/- 6 seconds.
 JZ0418
 JZ0418.The orthometric height was determined by differential leveling
 JZ0418.and adjusted by the National Geodetic Survey in June 1991..
 JZ0418
 JZ0418.The geoid height was determined by GEOID03.
 JZ0418
 JZ0418.The dynamic height is computed by dividing the NAVD 88
 JZ0418.geopotential number by the normal gravity value computed on the
 JZ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0418.degrees latitude (g = 980.6199 gals.).
 JZ0418
 JZ0418.The modeled gravity was interpolated from observed gravity values.
 JZ0418
 JZ0418;                    North         East    Units  Estimated Accuracy
 JZ0418;SPC OH S     -   126,500.      428,370.      MT  (+/- 180 meters Scaled)
 JZ0418
 JZ0418                          SUPERSEDED SURVEY CONTROL
 JZ0418
 JZ0418  NGVD 29 (??/??/92)  237.061  (m)          777.76   (f) ADJ UNCH    1 2
 JZ0418
 JZ0418.Superseded values are not recommended for survey control.
 JZ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0418.See file dsdata.txt to determine how the superseded data were derived.
 JZ0418
 JZ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ174333(NAD 83)
 JZ0418_MARKER: DD = SURVEY DISK
 JZ0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0418_SP_SET: MONUMENT
 JZ0418_STAMPING: 313
 JZ0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0418
 JZ0418  HISTORY     - Date     Condition        Report By
 JZ0418  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0418  HISTORY     - 1947     GOOD             NGS
 JZ0418
 JZ0418                          STATION DESCRIPTION
 JZ0418
 JZ0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0418'AT CINCINNATI.
 JZ0418'VICTORY PARKWAY AND CYPRESS STREET, NORTHWEST CORNER.  DISK ON
 JZ0418'MONUMENT ON WEST SIDE OF VICTORY PARKWAY BETWEEN CURB AND WALK,
 JZ0418'16.7 FEET WEST OF WEST CURB LINE, 34.0 FEET NORTH OF NORTH CURB
 JZ0418'LINE OF CYPRESS STREET, AND 1.3 FEET EAST OF EAST EDGE OF WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0489 ***********************************************************************
 JZ0489  DESIGNATION -  314
 JZ0489  PID         -  JZ0489
 JZ0489  STATE/COUNTY-  OH/HAMILTON
 JZ0489  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0489
 JZ0489                         *CURRENT SURVEY CONTROL
 JZ0489  ___________________________________________________________________
 JZ0489* NAD 83(1986)-  39 08 05.     (N)    084 29 14.     (W)     SCALED    
 JZ0489* NAVD 88     -       241.181  (meters)     791.27   (feet)  ADJUSTED  
 JZ0489  ___________________________________________________________________
 JZ0489  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0489  DYNAMIC HT  -         241.029 (meters)     790.78  (feet)  COMP
 JZ0489  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JZ0489
 JZ0489  VERT ORDER  -  FIRST     CLASS II
 JZ0489
 JZ0489.The horizontal coordinates were scaled from a topographic map and have
 JZ0489.an estimated accuracy of +/- 6 seconds.
 JZ0489
 JZ0489.The orthometric height was determined by differential leveling
 JZ0489.and adjusted by the National Geodetic Survey in June 1991..
 JZ0489
 JZ0489.The geoid height was determined by GEOID03.
 JZ0489
 JZ0489.The dynamic height is computed by dividing the NAVD 88
 JZ0489.geopotential number by the normal gravity value computed on the
 JZ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0489.degrees latitude (g = 980.6199 gals.).
 JZ0489
 JZ0489.The modeled gravity was interpolated from observed gravity values.
 JZ0489
 JZ0489;                    North         East    Units  Estimated Accuracy
 JZ0489;SPC OH S     -   127,860.      428,200.      MT  (+/- 180 meters Scaled)
 JZ0489
 JZ0489                          SUPERSEDED SURVEY CONTROL
 JZ0489
 JZ0489  NGVD 29 (08/25/92)  241.356  (m)          791.85   (f) ADJUSTED    1 2
 JZ0489
 JZ0489.Superseded values are not recommended for survey control.
 JZ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0489.See file dsdata.txt to determine how the superseded data were derived.
 JZ0489
 JZ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ171347(NAD 83)
 JZ0489_MARKER: DB = BENCH MARK DISK
 JZ0489_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0489_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0489_STAMPING: 314
 JZ0489_MARK LOGO: OH1610
 JZ0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0489
 JZ0489  HISTORY     - Date     Condition        Report By
 JZ0489  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0489  HISTORY     - 1947     GOOD             NGS
 JZ0489  HISTORY     - 19900420 GOOD             WOOLPT
 JZ0489  HISTORY     - 19911125 GOOD             WOOLPT
 JZ0489
 JZ0489                          STATION DESCRIPTION
 JZ0489
 JZ0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0489'AT CINCINNATI.
 JZ0489'AT CINCINNATI, IN NORTHWEST CORNER OF INTERSECTION OF BUENA
 JZ0489'VISTA AVENUE AND WALTER AVENUE, 22.9 FEET NORTH OF NORTH
 JZ0489'CURB OF BUENA VISTA AVENUE, 1.6 FEET WEST OF WEST CURB OF WALTER
 JZ0489'AVENUE.  A CONCRETE POST SET FLUSH WITH THE GROUND AND LEVEL
 JZ0489'WITH CURB.
 JZ0489
 JZ0489                          STATION RECOVERY (1990)
 JZ0489
 JZ0489'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0489'RECOVERED IN GOOD CONDITION.
 JZ0489
 JZ0489                          STATION RECOVERY (1991)
 JZ0489
 JZ0489'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0211 ***********************************************************************
 JZ0211  DESIGNATION -  316
 JZ0211  PID         -  JZ0211
 JZ0211  STATE/COUNTY-  OH/MONTGOMERY
 JZ0211  USGS QUAD   -  MIAMISBURG (1987)
 JZ0211
 JZ0211                         *CURRENT SURVEY CONTROL
 JZ0211  ___________________________________________________________________
 JZ0211* NAD 83(1986)-  39 42 08.     (N)    084 19 03.     (W)     SCALED    
 JZ0211* NAVD 88     -       241.790  (meters)     793.27   (feet)  ADJUSTED  
 JZ0211  ___________________________________________________________________
 JZ0211  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JZ0211  DYNAMIC HT  -         241.655 (meters)     792.83  (feet)  COMP
 JZ0211  MODELED GRAV-     980,061.8   (mgal)                       NAVD 88
 JZ0211
 JZ0211  VERT ORDER  -  SECOND    CLASS 0
 JZ0211
 JZ0211.The horizontal coordinates were scaled from a topographic map and have
 JZ0211.an estimated accuracy of +/- 6 seconds.
 JZ0211
 JZ0211.The orthometric height was determined by differential leveling
 JZ0211.and adjusted by the National Geodetic Survey in June 1991..
 JZ0211
 JZ0211.The geoid height was determined by GEOID03.
 JZ0211
 JZ0211.The dynamic height is computed by dividing the NAVD 88
 JZ0211.geopotential number by the normal gravity value computed on the
 JZ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0211.degrees latitude (g = 980.6199 gals.).
 JZ0211
 JZ0211.The modeled gravity was interpolated from observed gravity values.
 JZ0211
 JZ0211;                    North         East    Units  Estimated Accuracy
 JZ0211;SPC OH S     -   190,540.      444,140.      MT  (+/- 180 meters Scaled)
 JZ0211
 JZ0211                          SUPERSEDED SURVEY CONTROL
 JZ0211
 JZ0211  NGVD 29 (??/??/92)  241.980  (m)          793.90   (f) ADJ UNCH    2 0
 JZ0211
 JZ0211.Superseded values are not recommended for survey control.
 JZ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0211.See file dsdata.txt to determine how the superseded data were derived.
 JZ0211
 JZ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ299981(NAD 83)
 JZ0211_MARKER: DD = SURVEY DISK
 JZ0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0211_STAMPING: 316
 JZ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0211+STABILITY: SURFACE MOTION
 JZ0211
 JZ0211  HISTORY     - Date     Condition        Report By
 JZ0211  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0211  HISTORY     - 1947     GOOD             NGS
 JZ0211  HISTORY     - 20041123 MARK NOT FOUND   INDIV
 JZ0211
 JZ0211                          STATION DESCRIPTION
 JZ0211
 JZ0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0211'1.8 MI NW FROM ELLERTON.
 JZ0211'0.7 MILE NORTH ALONG UNION ROAD FROM THE INTERSECTION OF STATE
 JZ0211'HIGHWAY 4 AT ELLERTON, THENCE ABOUT 1.15 MILES NORTHWEST ALONG
 JZ0211'LIBERTY-ELLERTON ROAD, AT THE INTERSECTION OF DAYTON-FARMERSVILLE
 JZ0211'ROAD, 19 FEET NORTHEAST OF THE CENTER LINE OF LIBERTY ROAD,
 JZ0211'17 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 2.5 FEET
 JZ0211'WEST OF A POWER POLE, 6 FEET WEST OF A ROAD IDENTIFICATION SIGN,
 JZ0211'0.8 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JZ0211'THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 JZ0211'INCHES.  NOTE-- MARK IS ABOUT 1.35 MILES SOUTHEAST ALONG
 JZ0211'LIBERTY-ELLERTON ROAD FROM THE TOWN HALL AT LIBERTY.
 JZ0211
 JZ0211                          STATION RECOVERY (2004)
 JZ0211
 JZ0211'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1795 ***********************************************************************
 MB1795  DESIGNATION -  317
 MB1795  PID         -  MB1795
 MB1795  STATE/COUNTY-  OH/CUYAHOGA
 MB1795  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1795
 MB1795                         *CURRENT SURVEY CONTROL
 MB1795  ___________________________________________________________________
 MB1795* NAD 83(1986)-  41 27 46.     (N)    081 38 47.     (W)     SCALED    
 MB1795* NAVD 88     -       208.705  (meters)     684.73   (feet)  ADJUSTED  
 MB1795  ___________________________________________________________________
 MB1795  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 MB1795  DYNAMIC HT  -         208.621 (meters)     684.45  (feet)  COMP
 MB1795  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 MB1795
 MB1795  VERT ORDER  -  FIRST     CLASS II
 MB1795
 MB1795.The horizontal coordinates were scaled from a topographic map and have
 MB1795.an estimated accuracy of +/- 6 seconds.
 MB1795
 MB1795.The orthometric height was determined by differential leveling
 MB1795.and adjusted by the National Geodetic Survey in June 1991..
 MB1795
 MB1795.The geoid height was determined by GEOID03.
 MB1795
 MB1795.The dynamic height is computed by dividing the NAVD 88
 MB1795.geopotential number by the normal gravity value computed on the
 MB1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1795.degrees latitude (g = 980.6199 gals.).
 MB1795
 MB1795.The modeled gravity was interpolated from observed gravity values.
 MB1795
 MB1795;                    North         East    Units  Estimated Accuracy
 MB1795;SPC OH N     -   199,800.      671,310.      MT  (+/- 180 meters Scaled)
 MB1795
 MB1795                          SUPERSEDED SURVEY CONTROL
 MB1795
 MB1795  NGVD 29 (06/03/92)  208.933  (m)          685.47   (f) ADJUSTED    1 2
 MB1795
 MB1795.Superseded values are not recommended for survey control.
 MB1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1795.See file dsdata.txt to determine how the superseded data were derived.
 MB1795
 MB1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF460903(NAD 83)
 MB1795_MARKER: DD = SURVEY DISK
 MB1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1795_SP_SET: CONCRETE POST
 MB1795_STAMPING: 317
 MB1795_MARK LOGO: CRGS  
 MB1795_PROJECTION: RECESSED 5 CENTIMETERS
 MB1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1795+STABILITY: SURFACE MOTION
 MB1795
 MB1795  HISTORY     - Date     Condition        Report By
 MB1795  HISTORY     - UNK      MONUMENTED       CRGS
 MB1795  HISTORY     - 1983     GOOD             NGS
 MB1795
 MB1795                          STATION DESCRIPTION
 MB1795
 MB1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1795'IN CLEVELAND.
 MB1795'IN CLEVELAND, ALONG STATE HIGHWAY 14 (BROADWAY AVENUE) AT THE
 MB1795'INTERSECTION OF ACKLEY AVENUE, IN TOP OF A CONCRETE POST AND PROTECTED
 MB1795'BY A 9-INCH CAST IRON BOX WITH A COVER, 53.34 METERS (175.0 FT) WEST
 MB1795'OF THE CENTERLINE OF THE HIGHWAY, 4.85 METERS (15.9 FT) NORTH OF THE
 MB1795'CENTERLINE OF ACKLEY AVENUE, 15.94 METERS (52.3 FT) WEST OF THE WEST
 MB1795'RAIL OF THE RAILROAD, 19.32 METERS (63.4 FT) NORTHEAST OF UTILITY POLE
 MB1795'107562 WITH A STREET LAMP, 6.40 METERS (21.0 FT) SOUTHWEST OF A CORNER
 MB1795'POST FOR A CYCLONE FENCE, 0.30 METER (1.0 FT) NORTH OF THE NORTH CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0511 ***********************************************************************
 JZ0511  DESIGNATION -  318
 JZ0511  PID         -  JZ0511
 JZ0511  STATE/COUNTY-  OH/HAMILTON
 JZ0511  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0511
 JZ0511                         *CURRENT SURVEY CONTROL
 JZ0511  ___________________________________________________________________
 JZ0511* NAD 83(1986)-  39 12 05.     (N)    084 28 15.     (W)     SCALED    
 JZ0511* NAVD 88     -       163.046  (meters)     534.93   (feet)  ADJUSTED  
 JZ0511  ___________________________________________________________________
 JZ0511  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0511  DYNAMIC HT  -         162.944 (meters)     534.59  (feet)  COMP
 JZ0511  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 JZ0511
 JZ0511  VERT ORDER  -  FIRST     CLASS II
 JZ0511
 JZ0511.The horizontal coordinates were scaled from a topographic map and have
 JZ0511.an estimated accuracy of +/- 6 seconds.
 JZ0511
 JZ0511.The orthometric height was determined by differential leveling
 JZ0511.and adjusted by the National Geodetic Survey in June 1991..
 JZ0511
 JZ0511.The geoid height was determined by GEOID03.
 JZ0511
 JZ0511.The dynamic height is computed by dividing the NAVD 88
 JZ0511.geopotential number by the normal gravity value computed on the
 JZ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0511.degrees latitude (g = 980.6199 gals.).
 JZ0511
 JZ0511.The modeled gravity was interpolated from observed gravity values.
 JZ0511
 JZ0511;                    North         East    Units  Estimated Accuracy
 JZ0511;SPC OH S     -   135,230.      429,780.      MT  (+/- 180 meters Scaled)
 JZ0511
 JZ0511                          SUPERSEDED SURVEY CONTROL
 JZ0511
 JZ0511  NGVD 29 (??/??/92)  163.221  (m)          535.50   (f) ADJ UNCH    1 2
 JZ0511
 JZ0511.Superseded values are not recommended for survey control.
 JZ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0511.See file dsdata.txt to determine how the superseded data were derived.
 JZ0511
 JZ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ183421(NAD 83)
 JZ0511_MARKER: DD = SURVEY DISK
 JZ0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0511_SP_SET: BRIDGE
 JZ0511_STAMPING: 318
 JZ0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0511
 JZ0511  HISTORY     - Date     Condition        Report By
 JZ0511  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0511  HISTORY     - 1947     GOOD             NGS
 JZ0511  HISTORY     - 19930604 MARK NOT FOUND   NGS
 JZ0511
 JZ0511                          STATION DESCRIPTION
 JZ0511
 JZ0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0511'AT HARTWELL.
 JZ0511'AT HARTWELL, A SUBURB OF CINCINNATI, SET IN THE TOP OF THE NORTH
 JZ0511'CONCRETE WING WALL AT THE NORTHEAST END OF A BRIDGE ALONG ANTHONY
 JZ0511'WAYNE AVENUE OVER MILL CREEK, 10 FEET NORTHWEST OF THE NORTHWEST
 JZ0511'CURB OF ANTHONY WAYNE AVE, 3.7 FEET NORTH OF THE NORTHEAST END
 JZ0511'OF THE NORTHWEST CONCRETE BANISTER AND ABOUT 0.5 FOOT ABOVE
 JZ0511'THE AVENUE.
 JZ0511
 JZ0511                          STATION RECOVERY (1993)
 JZ0511
 JZ0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0511'THERE IS A NEW BRIDGE AND WINGWALL AT THE DESCRIBED LOCATION.
 JZ0511'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2461 ***********************************************************************
 AB2461  DESIGNATION -  32
 AB2461  PID         -  AB2461
 AB2461  STATE/COUNTY-  OH/ATHENS
 AB2461  USGS QUAD   -  CORNING (1995)
 AB2461
 AB2461                         *CURRENT SURVEY CONTROL
 AB2461  ___________________________________________________________________
 AB2461* NAD 83(1995)-  39 31 13.57186(N)    082 04 02.54283(W)     ADJUSTED  
 AB2461* NAVD 88     -       211.1    (meters)     693.     (feet)  GPS OBS   
 AB2461  ___________________________________________________________________
 AB2461  X           -     679,954.265 (meters)                     COMP
 AB2461  Y           -  -4,879,753.607 (meters)                     COMP
 AB2461  Z           -   4,037,166.749 (meters)                     COMP
 AB2461  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AB2461  ELLIP HEIGHT-         177.08  (meters)          (10/07/05) GPS OBS
 AB2461  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AB2461
 AB2461  HORZ ORDER  -  FIRST
 AB2461  ELLP ORDER  -  FOURTH    CLASS I
 AB2461
 AB2461.The horizontal coordinates were established by GPS observations
 AB2461.and adjusted by the National Geodetic Survey in April 1998..
 AB2461
 AB2461.The orthometric height was determined by GPS observations and a
 AB2461.high-resolution geoid model.
 AB2461
 AB2461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2461
 AB2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2461
 AB2461.The ellipsoidal height was determined by GPS observations
 AB2461.and is referenced to NAD 83.
 AB2461
 AB2461.The geoid height was determined by GEOID03.
 AB2461
 AB2461;                    North         East     Units Scale Factor Converg.
 AB2461;SPC OH S     -   168,878.202   637,198.405   MT  0.99993872   +0 16 28.2
 AB2461;UTM  17      - 4,375,076.428   408,254.182   MT  0.99970363   -0 40 45.4
 AB2461
 AB2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2461!SPC OH S     -   0.99997222  x   0.99993872  =   0.99991094
 AB2461!UTM  17      -   0.99997222  x   0.99970363  =   0.99967586
 AB2461
 AB2461                          SUPERSEDED SURVEY CONTROL
 AB2461
 AB2461  ELLIP H (04/01/98)  177.10   (m)                       GP(       ) 4 1
 AB2461  NAD 83(1986)-  39 31 13.57185(N)    082 04 02.54720(W) AD(       ) 1
 AB2461
 AB2461.Superseded values are not recommended for survey control.
 AB2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2461.See file dsdata.txt to determine how the superseded data were derived.
 AB2461
 AB2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0825475076(NAD 83)
 AB2461_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2461_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2461_STAMPING: 32 1995
 AB2461_MARK LOGO: ATHCE 
 AB2461_PROJECTION: FLUSH
 AB2461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2461+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2461_ROD/PIPE-DEPTH: 1    meters
 AB2461
 AB2461  HISTORY     - Date     Condition        Report By
 AB2461  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2461
 AB2461                          STATION DESCRIPTION
 AB2461
 AB2461'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2461'IN ATHENS COUNTY, OHIO, TRIMBLE TOWNSHIP, STATION IS LOCATED IN THE
 AB2461'NORTH R/W OF T-347, ABOUT 0.6 MI.WEST OF S.R.  13.  SET APPROXIMATELY
 AB2461'19 FT.SOUTHEAST OF A PK SET IN THE CENTER OF THE ROAD AND 13.5 FT.
 AB2461'NORTHEAST OF A MORE SOUTHERLY PK SET IN THE CENTER OF THE ROAD.  THE
 AB2461'STATION IS NEAR THE NORTH WEST END OF AN IRRIGATED FIELD AND BETWEEN A
 AB2461'HOUSE TRAILER TO THE NORTH, ON THE SAME SIDE OF THE ROAD AND A HOUSE
 AB2461'TRAILER TO THE SOUTH, ON THE OPPOSITE SIDE OF THE ROAD JUST BEFORE A
 AB2461'90 DEGREE TURN IN THE ROAD.  THE STATION IS FLUSH WITH THE GROUND.  A
 AB2461'STATION SKETCH IS AVAILABLE THROUGH THE ATHENS CO.  ENG. OFFICE.  USGS
 AB2461'BM 96JVC WAS RECOVERED IN THE SOUTHEAST HEADWALL OF THE R.R.  CROSSING
 AB2461'OVER THE STREAM NEAR THE PALOS COVERED BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0904 ***********************************************************************
 MC0904  DESIGNATION -  32 A
 MC0904  PID         -  MC0904
 MC0904  STATE/COUNTY-  OH/LORAIN
 MC0904  USGS QUAD   -  LORAIN (1979)
 MC0904
 MC0904                         *CURRENT SURVEY CONTROL
 MC0904  ___________________________________________________________________
 MC0904* NAD 83(1986)-  41 27 51.     (N)    082 10 03.     (W)     SCALED    
 MC0904* NAVD 88     -       186.097  (meters)     610.55   (feet)  ADJUSTED  
 MC0904  ___________________________________________________________________
 MC0904  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 MC0904  DYNAMIC HT  -         186.024 (meters)     610.31  (feet)  COMP
 MC0904  MODELED GRAV-     980,225.9   (mgal)                       NAVD 88
 MC0904
 MC0904  VERT ORDER  -  FIRST     CLASS II
 MC0904
 MC0904.The horizontal coordinates were scaled from a topographic map and have
 MC0904.an estimated accuracy of +/- 6 seconds.
 MC0904
 MC0904.The orthometric height was determined by differential leveling
 MC0904.and adjusted by the National Geodetic Survey in June 1991..
 MC0904
 MC0904.The geoid height was determined by GEOID03.
 MC0904
 MC0904.The dynamic height is computed by dividing the NAVD 88
 MC0904.geopotential number by the normal gravity value computed on the
 MC0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0904.degrees latitude (g = 980.6199 gals.).
 MC0904
 MC0904.The modeled gravity was interpolated from observed gravity values.
 MC0904
 MC0904;                    North         East    Units  Estimated Accuracy
 MC0904;SPC OH N     -   199,660.      627,780.      MT  (+/- 180 meters Scaled)
 MC0904
 MC0904                          SUPERSEDED SURVEY CONTROL
 MC0904
 MC0904  NGVD 29 (06/03/92)  186.339  (m)          611.35   (f) ADJUSTED    1 2
 MC0904
 MC0904.Superseded values are not recommended for survey control.
 MC0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0904.See file dsdata.txt to determine how the superseded data were derived.
 MC0904
 MC0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF025909(NAD 83)
 MC0904_MARKER: DD = SURVEY DISK
 MC0904_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0904_SP_SET: BRIDGE ABUTMENT
 MC0904_STAMPING: 32 A D.D.W. 1980
 MC0904_MARK LOGO: USE   
 MC0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0904+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MC0904
 MC0904  HISTORY     - Date     Condition        Report By
 MC0904  HISTORY     - 1980     MONUMENTED       USE
 MC0904  HISTORY     - 1981     GOOD             NGS
 MC0904  HISTORY     - 20040830 GOOD             OHDT
 MC0904
 MC0904                          STATION DESCRIPTION
 MC0904
 MC0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MC0904'IN LORAIN.
 MC0904'IN LORAIN, 0.50 KILOMETER (0.30 MILE) NORTHEAST ALONG THE NORFOLK AND
 MC0904'WESTERN RAILROAD FROM THE CROSSING OF BROADWAY, TO THE MARK ON THE
 MC0904'LEFT, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF THE
 MC0904'RAILROAD BRIDGE OVER BLACK RIVER, 1.21 METERS (4.0 FEET) NORTHWEST OF
 MC0904'THE NORTHWEST RAIL, 0.91 METER (3.0 FEET) EAST OF THE NORTHEAST END OF
 MC0904'THE NORTHWEST METAL GUARDRAIL OF THE BRIDGE, 0.3 METER (1.0 FOOT)
 MC0904'NORTHEAST OF THE NORTHEAST END OF THE NORTHWEST WOODEN WALKWAY OF THE
 MC0904'BRIDGE.
 MC0904'THE MARK IS 0.3 M BELOW TRACKS.
 MC0904
 MC0904                          STATION RECOVERY (2004)
 MC0904
 MC0904'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0904'WOODEN WALKWAY HAS BEEN REPLACED WITH EXPANDED STEEL WALKWAY.  MARK IS
 MC0904'BELOW WALKWAY, BUT CAN BE ACCESSED THROUGH AREA THAT HAS BEEN TORCHED
 MC0904'BUT SPOT WELDED SHUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1166 ***********************************************************************
 JX1166  DESIGNATION -  32 WSM
 JX1166  PID         -  JX1166
 JX1166  STATE/COUNTY-  OH/ATHENS
 JX1166  USGS QUAD   -  LUBECK (1994)
 JX1166
 JX1166                         *CURRENT SURVEY CONTROL
 JX1166  ___________________________________________________________________
 JX1166* NAD 83(1986)-  39 14 29.     (N)    081 44 56.     (W)     SCALED    
 JX1166* NAVD 88     -       219.266  (meters)     719.38   (feet)  ADJUSTED  
 JX1166  ___________________________________________________________________
 JX1166  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JX1166  DYNAMIC HT  -         219.128 (meters)     718.92  (feet)  COMP
 JX1166  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 JX1166
 JX1166  VERT ORDER  -  SECOND    CLASS 0
 JX1166
 JX1166.The horizontal coordinates were scaled from a topographic map and have
 JX1166.an estimated accuracy of +/- 6 seconds.
 JX1166
 JX1166.The orthometric height was determined by differential leveling
 JX1166.and adjusted by the National Geodetic Survey in June 1991..
 JX1166
 JX1166.The geoid height was determined by GEOID03.
 JX1166
 JX1166.The dynamic height is computed by dividing the NAVD 88
 JX1166.geopotential number by the normal gravity value computed on the
 JX1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1166.degrees latitude (g = 980.6199 gals.).
 JX1166
 JX1166.The modeled gravity was interpolated from observed gravity values.
 JX1166
 JX1166;                    North         East    Units  Estimated Accuracy
 JX1166;SPC OH S     -   138,080.      664,840.      MT  (+/- 180 meters Scaled)
 JX1166
 JX1166                          SUPERSEDED SURVEY CONTROL
 JX1166
 JX1166  NGVD 29 (??/??/92)  219.442  (m)          719.95   (f) ADJ UNCH    2 0
 JX1166
 JX1166.Superseded values are not recommended for survey control.
 JX1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1166.See file dsdata.txt to determine how the superseded data were derived.
 JX1166
 JX1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD353438(NAD 83)
 JX1166_MARKER: DD = SURVEY DISK
 JX1166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1166_SP_SET: SIGNAL BASE
 JX1166_STAMPING: 32 WSM 720
 JX1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1166
 JX1166  HISTORY     - Date     Condition        Report By
 JX1166  HISTORY     - UNK      MONUMENTED       USGS
 JX1166  HISTORY     - 1958     GOOD             NGS
 JX1166  HISTORY     - 1976     GOOD             NGS
 JX1166  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JX1166
 JX1166                          STATION DESCRIPTION
 JX1166
 JX1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX1166'AT TORCH HILL.
 JX1166'AT TORCH HILL, 120 FEET WEST-SOUTHWEST OF AND ACROSS THE TRACK
 JX1166'AND BLACK TOP ROAD FROM THE SOUTHWEST CORNER OF THE RAILROAD
 JX1166'STATION, 13.9 FEET SOUTH OF THE SOUTH RAIL, 43 1/2 FEET WEST
 JX1166'OF THE CENTER LINE OF THE BLACK TOP ROAD, 173 1/2 FEET WEST OF
 JX1166'BENCH MARK Q 75, IN TOP OF THE SOUTHWEST CORNER OF CONCRETE
 JX1166'BASE OF SIGNAL 1834, AND ABOUT 1 FOOT BELOW THE TOP OF THE RAIL.
 JX1166
 JX1166                          STATION RECOVERY (1976)
 JX1166
 JX1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1166'RECOVERED IN GOOD CONDITION.
 JX1166
 JX1166                          STATION RECOVERY (1988)
 JX1166
 JX1166'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1065 ***********************************************************************
 MB1065  DESIGNATION -  33
 MB1065  PID         -  MB1065
 MB1065  STATE/COUNTY-  OH/LAKE
 MB1065  USGS QUAD   -  PAINESVILLE (1994)
 MB1065
 MB1065                         *CURRENT SURVEY CONTROL
 MB1065  ___________________________________________________________________
 MB1065* NAD 83(1986)-  41 41 19.     (N)    081 13 50.     (W)     SCALED    
 MB1065* NAVD 88     -       231.898  (meters)     760.82   (feet)  ADJUSTED  
 MB1065  ___________________________________________________________________
 MB1065  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 MB1065  DYNAMIC HT  -         231.811 (meters)     760.53  (feet)  COMP
 MB1065  MODELED GRAV-     980,241.2   (mgal)                       NAVD 88
 MB1065
 MB1065  VERT ORDER  -  SECOND    CLASS 0
 MB1065
 MB1065.The horizontal coordinates were scaled from a topographic map and have
 MB1065.an estimated accuracy of +/- 6 seconds.
 MB1065
 MB1065.The orthometric height was determined by differential leveling
 MB1065.and adjusted by the National Geodetic Survey in June 1991..
 MB1065
 MB1065.The geoid height was determined by GEOID03.
 MB1065
 MB1065.The dynamic height is computed by dividing the NAVD 88
 MB1065.geopotential number by the normal gravity value computed on the
 MB1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1065.degrees latitude (g = 980.6199 gals.).
 MB1065
 MB1065.The modeled gravity was interpolated from observed gravity values.
 MB1065
 MB1065;                    North         East    Units  Estimated Accuracy
 MB1065;SPC OH N     -   225,300.      705,680.      MT  (+/- 180 meters Scaled)
 MB1065
 MB1065                          SUPERSEDED SURVEY CONTROL
 MB1065
 MB1065  NGVD 29 (??/??/92)  232.139  (m)          761.61   (f) ADJ UNCH    2 0
 MB1065
 MB1065.Superseded values are not recommended for survey control.
 MB1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1065.See file dsdata.txt to determine how the superseded data were derived.
 MB1065
 MB1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG808152(NAD 83)
 MB1065_MARKER: X = CHISELED CROSS
 MB1065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1065_SP_SET: PARAPET STONE
 MB1065_MARK LOGO: OHHD  
 MB1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1065
 MB1065  HISTORY     - Date     Condition        Report By
 MB1065  HISTORY     - UNK      MONUMENTED       OHHD
 MB1065  HISTORY     - 1934     GOOD             CGS
 MB1065  HISTORY     - 20041108 MARK NOT FOUND   USPSQD
 MB1065
 MB1065                          STATION DESCRIPTION
 MB1065
 MB1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1065'3 MI S FROM PAINESVILLE.
 MB1065'3.0 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE BALTIMORE AND
 MB1065'OHIO RAILROAD STATION AT PAINESVILLE, LAKE COUNTY, 25.7 YARDS
 MB1065'NORTHWEST OF THE NORTHWEST CORNER OF THE MC NEILY FARMHOUSE,
 MB1065'75 YARDS WEST OF THE WEST RAIL OF THE BALTIMORE AND OHIO RAILROAD
 MB1065'TRACK, 28 YARDS SOUTHEAST OF A 36-INCH HARD MAPLE TREE, ON THE
 MB1065'TOP OF THE NORTHWEST CORNER OF A WEST PARAPET STONE, AND 4.5
 MB1065'YARDS WEST OF THE CENTERLINE OF THE HIGHWAY.  A CHISELED CROSS.
 MB1065
 MB1065                          STATION RECOVERY (2004)
 MB1065
 MB1065'RECOVERY NOTE BY US POWER SQUADRON 2004 (LAE)
 MB1065'LOCATION WAS DETERMINED BY GPS.  THE MARK WAS LOST DURING WIDING OF
 MB1065'ROADWAY AND HEADWALL REMOVAL. HOUSE AND TREE ALSO GONE THAT WAS USED
 MB1065'FOR REFERENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1697 ***********************************************************************
 KY1697  DESIGNATION -  33
 KY1697  PID         -  KY1697
 KY1697  STATE/COUNTY-  OH/TUSCARAWAS
 KY1697  USGS QUAD   -  STRASBURG (1994)
 KY1697
 KY1697                         *CURRENT SURVEY CONTROL
 KY1697  ___________________________________________________________________
 KY1697* NAD 83(1986)-  40 33 34.     (N)    081 30 09.     (W)     SCALED    
 KY1697* NAVD 88     -       273.177  (meters)     896.25   (feet)  ADJUSTED  
 KY1697  ___________________________________________________________________
 KY1697  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KY1697  DYNAMIC HT  -         273.046 (meters)     895.82  (feet)  COMP
 KY1697  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 KY1697
 KY1697  VERT ORDER  -  FIRST     CLASS II
 KY1697
 KY1697.The horizontal coordinates were scaled from a topographic map and have
 KY1697.an estimated accuracy of +/- 6 seconds.
 KY1697
 KY1697.The orthometric height was determined by differential leveling
 KY1697.and adjusted by the National Geodetic Survey in June 1991..
 KY1697
 KY1697.The geoid height was determined by GEOID03.
 KY1697
 KY1697.The dynamic height is computed by dividing the NAVD 88
 KY1697.geopotential number by the normal gravity value computed on the
 KY1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1697.degrees latitude (g = 980.6199 gals.).
 KY1697
 KY1697.The modeled gravity was interpolated from observed gravity values.
 KY1697
 KY1697;                    North         East    Units  Estimated Accuracy
 KY1697;SPC OH N     -    99,620.      684,480.      MT  (+/- 180 meters Scaled)
 KY1697
 KY1697                          SUPERSEDED SURVEY CONTROL
 KY1697
 KY1697  NGVD 29 (??/??/92)  273.386  (m)          896.93   (f) ADJ UNCH    1 2
 KY1697
 KY1697.Superseded values are not recommended for survey control.
 KY1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1697.See file dsdata.txt to determine how the superseded data were derived.
 KY1697
 KY1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME574899(NAD 83)
 KY1697_MARKER: B = BOLT
 KY1697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1697_SP_SET: CULVERT
 KY1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1697
 KY1697  HISTORY     - Date     Condition        Report By
 KY1697  HISTORY     - UNK      MONUMENTED       BORR
 KY1697  HISTORY     - 1943     GOOD             NGS
 KY1697
 KY1697                          STATION DESCRIPTION
 KY1697
 KY1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KY1697'3.1 MI NW FROM DOVER.
 KY1697'3.1 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1697'PASSENGER STATION AT DOVER, TUSCARAWAS COUNTY, 6 POLES SOUTH OF A
 KY1697'ROAD CROSSING AT THE SOUTH EDGE OF A BRICK PLANT, NEAR POLE 76+6,
 KY1697'AT A FARMROAD CROSSING, AT A CULVERT, AND IN THE TOP OF THE SOUTHWEST
 KY1697'CORNER OF THE CONCRETE HEADWALL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2462 ***********************************************************************
 AB2462  DESIGNATION -  33
 AB2462  PID         -  AB2462
 AB2462  STATE/COUNTY-  OH/ATHENS
 AB2462  USGS QUAD   -  NEW STRAITSVILLE (1995)
 AB2462
 AB2462                         *CURRENT SURVEY CONTROL
 AB2462  ___________________________________________________________________
 AB2462* NAD 83(1995)-  39 33 18.32521(N)    082 08 06.05889(W)     ADJUSTED  
 AB2462* NAVD 88     -       230.0    (meters)     755.     (feet)  GPS OBS   
 AB2462  ___________________________________________________________________
 AB2462  X           -     673,859.592 (meters)                     COMP
 AB2462  Y           -  -4,878,141.128 (meters)                     COMP
 AB2462  Z           -   4,040,146.045 (meters)                     COMP
 AB2462  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AB2462  ELLIP HEIGHT-         195.98  (meters)          (10/07/05) GPS OBS
 AB2462  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AB2462
 AB2462  HORZ ORDER  -  FIRST
 AB2462  ELLP ORDER  -  FOURTH    CLASS I
 AB2462
 AB2462.The horizontal coordinates were established by GPS observations
 AB2462.and adjusted by the National Geodetic Survey in April 1998..
 AB2462
 AB2462.The orthometric height was determined by GPS observations and a
 AB2462.high-resolution geoid model.
 AB2462
 AB2462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2462
 AB2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2462
 AB2462.The ellipsoidal height was determined by GPS observations
 AB2462.and is referenced to NAD 83.
 AB2462
 AB2462.The geoid height was determined by GEOID03.
 AB2462
 AB2462;                    North         East     Units Scale Factor Converg.
 AB2462;SPC OH S     -   172,699.705   631,366.736   MT  0.99994033   +0 13 53.7
 AB2462;UTM  17      - 4,378,993.609   402,488.278   MT  0.99971707   -0 43 22.3
 AB2462
 AB2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2462!SPC OH S     -   0.99996925  x   0.99994033  =   0.99990959
 AB2462!UTM  17      -   0.99996925  x   0.99971707  =   0.99968633
 AB2462
 AB2462                          SUPERSEDED SURVEY CONTROL
 AB2462
 AB2462  ELLIP H (04/01/98)  196.00   (m)                       GP(       ) 4 1
 AB2462  NAD 83(1986)-  39 33 18.32415(N)    082 08 06.06228(W) AD(       ) 1
 AB2462
 AB2462.Superseded values are not recommended for survey control.
 AB2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2462.See file dsdata.txt to determine how the superseded data were derived.
 AB2462
 AB2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0248878994(NAD 83)
 AB2462_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2462_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2462_STAMPING: 33 1995
 AB2462_MARK LOGO: ATHCE 
 AB2462_PROJECTION: FLUSH
 AB2462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2462+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2462_ROD/PIPE-DEPTH: 1    meters
 AB2462
 AB2462  HISTORY     - Date     Condition        Report By
 AB2462  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2462
 AB2462                          STATION DESCRIPTION
 AB2462
 AB2462'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2462'IN ATHENS COUNTY, OHIO, TRIMBLE TOWNSHIP, SET IN SOUTH R/W OF C.R.  68
 AB2462'2.0 MI.WEST OF INTERSECTION WITH C.R.  31.  ABOUT 20 FT.SOUTH, 20 FT.
 AB2462'NORTH, AND 24 FT.EAST OF SET REBARS W/ CAP LABELED GEOONE.  ABOUT
 AB2462'MIDWAY BETWEEN A GROUP OF OIL TANKS TO THE NORTH AND A BRIDGE TO THE
 AB2462'SOUTH.  THE STATION IS FLUSH WITH THE GROUND.  A STATION SKETCH CAN BE
 AB2462'OBTAINED THROUGH THE ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6240 ***********************************************************************
 DH6240  DESIGNATION -  33 101
 DH6240  PID         -  DH6240
 DH6240  STATE/COUNTY-  OH/ATHENS
 DH6240  USGS QUAD   -  UNION FURNACE (1995)
 DH6240
 DH6240                         *CURRENT SURVEY CONTROL
 DH6240  ___________________________________________________________________
 DH6240* NAD 83(1995)-  39 27 53.89515(N)    082 15 53.11489(W)     ADJUSTED  
 DH6240* NAVD 88     -       207.8    (meters)     682.     (feet)  GPS OBS   
 DH6240  ___________________________________________________________________
 DH6240  X           -     663,666.555 (meters)                     COMP
 DH6240  Y           -  -4,885,945.394 (meters)                     COMP
 DH6240  Z           -   4,032,412.276 (meters)                     COMP
 DH6240  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DH6240  ELLIP HEIGHT-         173.75  (meters)          (11/14/05) GPS OBS
 DH6240  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DH6240
 DH6240  HORZ ORDER  -  FIRST
 DH6240  ELLP ORDER  -  FOURTH    CLASS II
 DH6240
 DH6240.The horizontal coordinates were established by GPS observations
 DH6240.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6240
 DH6240.The orthometric height was determined by GPS observations and a
 DH6240.high-resolution geoid model.
 DH6240
 DH6240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6240
 DH6240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6240
 DH6240.The ellipsoidal height was determined by GPS observations
 DH6240.and is referenced to NAD 83.
 DH6240
 DH6240.The geoid height was determined by GEOID03.
 DH6240
 DH6240;                    North         East     Units Scale Factor Converg.
 DH6240;SPC OH S     -   162,657.763   620,243.154   MT  0.99993689   +0 08 57.4
 DH6240;UTM  17      - 4,369,140.280   391,201.405   MT  0.99974574   -0 48 14.3
 DH6240
 DH6240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6240!SPC OH S     -   0.99997274  x   0.99993689  =   0.99990963
 DH6240!UTM  17      -   0.99997274  x   0.99974574  =   0.99971849
 DH6240
 DH6240                          SUPERSEDED SURVEY CONTROL
 DH6240
 DH6240.No superseded survey control is available for this station.
 DH6240
 DH6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9120169140(NAD 83)
 DH6240_MARKER: DD = SURVEY DISK
 DH6240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6240_STAMPING: 33-101
 DH6240_PROJECTION: FLUSH
 DH6240_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6240+STABILITY: SURFACE MOTION
 DH6240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6240+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6240
 DH6240  HISTORY     - Date     Condition        Report By
 DH6240  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6240
 DH6240                          STATION DESCRIPTION
 DH6240
 DH6240'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DN)
 DH6240'33-101 DESCRIBED BY CANTER SURVEYING (2004). THE MARK IS LOCATED IN
 DH6240'ATHENS COUNTY, YORK TOWNSHIP ALONG TOWNSHIP ROAD 279 (SENIC  LANE). TO
 DH6240'REACH THE MARK FROM THE INTERSECTION OF U.S. 33 AND STATE ROUTE 278 IN
 DH6240'THE TOWN OF  NELSONVILLE.  PRECEED NORTH WEST ALONG U.S. 33 FOR
 DH6240'APPROXIMAITLY 2.25KM (1.4 MILES) TO THE  INTERSECTION OF TOWNSHIP ROAD
 DH6240'279 (SENIC LANE) ON THE RIGHT. TURN RIGHT ONTO TOWNSHIP  ROAD 279
 DH6240'(SENIC LANE) AND THE STATION ON THE LEFT. THE MARK IS LOCATED 3.96 M (
 DH6240'13 FT) SOUTH EAST OF CENTERLINE OF TOWNSHIP ROAD 279 (SENIC  LANE),
 DH6240'10.97 M (36 FT) NORTH WEST OF CENTERLINE U.S. 33, 21.22 M (69.6 FT)
 DH6240'SOUTH WEST OF A STOP  SIGN, AND 28.65 M (94 FT) SOUTH WEST OF MAIL BOX
 DH6240'NUMBER 838. THE MARK IS A BRASS TABLET SET ON TOP OF A CONCRET POST
 DH6240'THE DISK IS STAMPED 33-101 THE  MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0210 ***********************************************************************
 JZ0210  DESIGNATION -  334
 JZ0210  PID         -  JZ0210
 JZ0210  STATE/COUNTY-  OH/MONTGOMERY
 JZ0210  USGS QUAD   -  MIAMISBURG (1987)
 JZ0210
 JZ0210                         *CURRENT SURVEY CONTROL
 JZ0210  ___________________________________________________________________
 JZ0210* NAD 83(1986)-  39 41 15.     (N)    084 18 32.     (W)     SCALED    
 JZ0210* NAVD 88     -       235.299  (meters)     771.98   (feet)  ADJUSTED  
 JZ0210  ___________________________________________________________________
 JZ0210  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JZ0210  DYNAMIC HT  -         235.167 (meters)     771.54  (feet)  COMP
 JZ0210  MODELED GRAV-     980,060.5   (mgal)                       NAVD 88
 JZ0210
 JZ0210  VERT ORDER  -  SECOND    CLASS 0
 JZ0210
 JZ0210.The horizontal coordinates were scaled from a topographic map and have
 JZ0210.an estimated accuracy of +/- 6 seconds.
 JZ0210
 JZ0210.The orthometric height was determined by differential leveling
 JZ0210.and adjusted by the National Geodetic Survey in June 1991..
 JZ0210
 JZ0210.The geoid height was determined by GEOID03.
 JZ0210
 JZ0210.The dynamic height is computed by dividing the NAVD 88
 JZ0210.geopotential number by the normal gravity value computed on the
 JZ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0210.degrees latitude (g = 980.6199 gals.).
 JZ0210
 JZ0210.The modeled gravity was interpolated from observed gravity values.
 JZ0210
 JZ0210;                    North         East    Units  Estimated Accuracy
 JZ0210;SPC OH S     -   188,890.      444,850.      MT  (+/- 180 meters Scaled)
 JZ0210
 JZ0210                          SUPERSEDED SURVEY CONTROL
 JZ0210
 JZ0210  NGVD 29 (??/??/92)  235.490  (m)          772.60   (f) ADJ UNCH    2 0
 JZ0210
 JZ0210.Superseded values are not recommended for survey control.
 JZ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0210.See file dsdata.txt to determine how the superseded data were derived.
 JZ0210
 JZ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ307965(NAD 83)
 JZ0210_MARKER: DB = BENCH MARK DISK
 JZ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0210_STAMPING: 334
 JZ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0210+STABILITY: SURFACE MOTION
 JZ0210
 JZ0210  HISTORY     - Date     Condition        Report By
 JZ0210  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0210  HISTORY     - 1947     GOOD             NGS
 JZ0210  HISTORY     - 1955     POOR             USGS
 JZ0210  HISTORY     - 1955     POOR             USGS
 JZ0210
 JZ0210                          STATION DESCRIPTION
 JZ0210
 JZ0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0210'0.7 MI N FROM ELLERTON.
 JZ0210'0.7 MILE NORTH ALONG UNION ROAD FROM THE INTERSECTION OF STATE
 JZ0210'HIGHWAY 4 AT ELLERTON, AT A 5-POINT INTERSECTION (LIBERTY-ELLERTON
 JZ0210'ROAD NORTHWEST, UNION ROAD NORTH-SOUTH, AND FARMERSVILLE ROAD
 JZ0210'EAST-WEST), 19 FEET EAST OF THE CENTER LINE OF UNION ROAD, 18
 JZ0210'FEET SOUTH OF THE CENTER LINE OF FARMERSVILLE ROAD, 12 FEET
 JZ0210'NORTHEAST OF THE PROLONGED CENTER LINE OF THE LIBERTY-ELLERTON
 JZ0210'ROAD, 5 FEET SOUTHEAST OF A POWER POLE, 1 FOOT EAST OF A WHITE
 JZ0210'WOODEN WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION AND SET
 JZ0210'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 JZ0210
 JZ0210                          STATION RECOVERY (1955)
 JZ0210
 JZ0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JZ0210'MARK RECOVERED IN POOR CONDITION.
 JZ0210
 JZ0210                          STATION RECOVERY (1955)
 JZ0210
 JZ0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JZ0210'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0816 ***********************************************************************
 JZ0816  DESIGNATION -  338
 JZ0816  PID         -  JZ0816
 JZ0816  STATE/COUNTY-  OH/HAMILTON
 JZ0816  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0816
 JZ0816                         *CURRENT SURVEY CONTROL
 JZ0816  ___________________________________________________________________
 JZ0816* NAD 83(1986)-  39 09 51.     (N)    084 31 23.     (W)     SCALED    
 JZ0816* NAVD 88     -       149.468  (meters)     490.38   (feet)  ADJUSTED  
 JZ0816  ___________________________________________________________________
 JZ0816  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0816  DYNAMIC HT  -         149.375 (meters)     490.07  (feet)  COMP
 JZ0816  MODELED GRAV-     980,008.9   (mgal)                       NAVD 88
 JZ0816
 JZ0816  VERT ORDER  -  FIRST     CLASS II
 JZ0816
 JZ0816.The horizontal coordinates were scaled from a topographic map and have
 JZ0816.an estimated accuracy of +/- 6 seconds.
 JZ0816
 JZ0816.The orthometric height was determined by differential leveling
 JZ0816.and adjusted by the National Geodetic Survey in March 1993..
 JZ0816
 JZ0816.The geoid height was determined by GEOID03.
 JZ0816
 JZ0816.The dynamic height is computed by dividing the NAVD 88
 JZ0816.geopotential number by the normal gravity value computed on the
 JZ0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0816.degrees latitude (g = 980.6199 gals.).
 JZ0816
 JZ0816.The modeled gravity was interpolated from observed gravity values.
 JZ0816
 JZ0816;                    North         East    Units  Estimated Accuracy
 JZ0816;SPC OH S     -   131,200.      425,180.      MT  (+/- 180 meters Scaled)
 JZ0816
 JZ0816                          SUPERSEDED SURVEY CONTROL
 JZ0816
 JZ0816  NAVD 88 (06/15/91)  149.483  (m)          490.43   (f) UNKNOWN     1 2
 JZ0816  NGVD 29 (08/25/92)  149.644  (m)          490.96   (f) ADJUSTED    1 2
 JZ0816
 JZ0816.Superseded values are not recommended for survey control.
 JZ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0816.See file dsdata.txt to determine how the superseded data were derived.
 JZ0816
 JZ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ140379(NAD 83)
 JZ0816_MARKER: DD = SURVEY DISK
 JZ0816_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0816_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0816_STAMPING: 338
 JZ0816_MARK LOGO: OH1610
 JZ0816_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0816+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ0816
 JZ0816  HISTORY     - Date     Condition        Report By
 JZ0816  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0816  HISTORY     - 1949     GOOD             NGS
 JZ0816  HISTORY     - 19900920 GOOD             WOOLPT
 JZ0816  HISTORY     - 19920129 GOOD             WOOLPT
 JZ0816  HISTORY     - 19930604 GOOD             NGS
 JZ0816  HISTORY     - 20060228 GOOD             GEOCAC
 JZ0816
 JZ0816                          STATION DESCRIPTION
 JZ0816
 JZ0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0816'AT CINCINNATI.
 JZ0816'AT CINCINNATI, 108 FEET SOUTH OF THE SOUTH CORNER OF CENTER GATE
 JZ0816'POST OF MAIN ENTRANCE TO SPRING GROVE CEMETERY, 25.5 FEET
 JZ0816'NORTHEAST OF A FIRE HYDRANT, 4.4 FEET NORTHWEST OF THE NORTHWEST
 JZ0816'CURB OF SPRING GROVE AVENUE, 4.5 FEET SOUTHEAST OF THE SOUTHEAST
 JZ0816'EDGE OF THE SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND SET IN
 JZ0816'THE TOP OF A CONCRETE POST 2 INCHES, BELOW THE SURFACE OF THE
 JZ0816'GROUND.
 JZ0816
 JZ0816                          STATION RECOVERY (1990)
 JZ0816
 JZ0816'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0816'RECOVERED IN GOOD CONDITION.
 JZ0816
 JZ0816                          STATION RECOVERY (1992)
 JZ0816
 JZ0816'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ0816'RECOVERED IN GOOD CONDITION.
 JZ0816
 JZ0816                          STATION RECOVERY (1993)
 JZ0816
 JZ0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0816'IN CUMMINSVILLE, AT 4521 SPRING GROVE AVENUE, 33.3 M (109.3 FT)
 JZ0816'SOUTHWEST OF THE CENTER OF THE ENTRANCE TO THE SPRING GROVE CEMETERY
 JZ0816'AT 4521 SPRING GROVE AVENUE, 13.3 M (43.6 FT) NORTHWEST OF AND LEVEL
 JZ0816'WITH THE AVENUE CENTER, 7.8 M (25.6 FT) NORTHEAST OF A FIRE HYDRANT,
 JZ0816'3.7 M (12.1 FT) SOUTHWEST OF THE MOST SOUTHWESTERLY OF 4 STONE POSTS
 JZ0816'ON THE SOUTHWEST SIDE OF THE ENTRANCE, AND THE MONUMENT IS RECESSED
 JZ0816'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 JZ0816
 JZ0816                          STATION RECOVERY (2006)
 JZ0816
 JZ0816'RECOVERY NOTE BY GEOCACHING 2006 (RLW)
 JZ0816'MARK IS APPROXIMATELY 7 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0799 ***********************************************************************
 JZ0799  DESIGNATION -  339
 JZ0799  PID         -  JZ0799
 JZ0799  STATE/COUNTY-  OH/HAMILTON
 JZ0799  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0799
 JZ0799                         *CURRENT SURVEY CONTROL
 JZ0799  ___________________________________________________________________
 JZ0799* NAD 83(1986)-  39 10 34.     (N)    084 31 10.     (W)     SCALED    
 JZ0799* NAVD 88     -       181.356  (meters)     595.00   (feet)  ADJUSTED  
 JZ0799  ___________________________________________________________________
 JZ0799  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0799  DYNAMIC HT  -         181.244 (meters)     594.63  (feet)  COMP
 JZ0799  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 JZ0799
 JZ0799  VERT ORDER  -  FIRST     CLASS II
 JZ0799
 JZ0799.The horizontal coordinates were scaled from a topographic map and have
 JZ0799.an estimated accuracy of +/- 6 seconds.
 JZ0799
 JZ0799.The orthometric height was determined by differential leveling
 JZ0799.and adjusted by the National Geodetic Survey in June 1991..
 JZ0799
 JZ0799.The geoid height was determined by GEOID03.
 JZ0799
 JZ0799.The dynamic height is computed by dividing the NAVD 88
 JZ0799.geopotential number by the normal gravity value computed on the
 JZ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0799.degrees latitude (g = 980.6199 gals.).
 JZ0799
 JZ0799.The modeled gravity was interpolated from observed gravity values.
 JZ0799
 JZ0799;                    North         East    Units  Estimated Accuracy
 JZ0799;SPC OH S     -   132,520.      425,520.      MT  (+/- 180 meters Scaled)
 JZ0799
 JZ0799                          SUPERSEDED SURVEY CONTROL
 JZ0799
 JZ0799  NGVD 29 (??/??/92)  181.533  (m)          595.58   (f) ADJ UNCH    1 2
 JZ0799
 JZ0799.Superseded values are not recommended for survey control.
 JZ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0799.See file dsdata.txt to determine how the superseded data were derived.
 JZ0799
 JZ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ142392(NAD 83)
 JZ0799_MARKER: DD = SURVEY DISK
 JZ0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0799_STAMPING: 339
 JZ0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0799+STABILITY: SURFACE MOTION
 JZ0799
 JZ0799  HISTORY     - Date     Condition        Report By
 JZ0799  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0799  HISTORY     - 1947     GOOD             NGS
 JZ0799
 JZ0799                          STATION DESCRIPTION
 JZ0799
 JZ0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0799'AT WINTON PLACE.
 JZ0799'AT WINTON PLACE AT THE JUNCTION OF WINTON ROAD AND GRAY ROAD IN
 JZ0799'FRONT OF A 2-STORY FRAME HOUSE 4718, 25.0 FT E OF THE CENTERLINE
 JZ0799'OF WINTON RD., 65.4 FT S OF THE CENTERLINE OF FROOME AVE., 2.0
 JZ0799'FT W OF SIDEWALK.  LEVEL WITH WINTON RD. AND A CONCRETE POST SET
 JZ0799'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2463 ***********************************************************************
 AB2463  DESIGNATION -  34
 AB2463  PID         -  AB2463
 AB2463  STATE/COUNTY-  OH/ATHENS
 AB2463  USGS QUAD   -  CORNING (1995)
 AB2463
 AB2463                         *CURRENT SURVEY CONTROL
 AB2463  ___________________________________________________________________
 AB2463* NAD 83(1995)-  39 32 57.72086(N)    082 02 54.09980(W)     ADJUSTED  
 AB2463* NAVD 88     -       285.0    (meters)     935.     (feet)  GPS OBS   
 AB2463  ___________________________________________________________________
 AB2463  X           -     681,298.458 (meters)                     COMP
 AB2463  Y           -  -4,877,559.111 (meters)                     COMP
 AB2463  Z           -   4,039,691.052 (meters)                     COMP
 AB2463  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AB2463  ELLIP HEIGHT-         250.92  (meters)          (10/07/05) GPS OBS
 AB2463  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AB2463
 AB2463  HORZ ORDER  -  FIRST
 AB2463  ELLP ORDER  -  FOURTH    CLASS I
 AB2463
 AB2463.The horizontal coordinates were established by GPS observations
 AB2463.and adjusted by the National Geodetic Survey in April 1998..
 AB2463
 AB2463.The orthometric height was determined by GPS observations and a
 AB2463.high-resolution geoid model.
 AB2463
 AB2463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2463
 AB2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2463
 AB2463.The ellipsoidal height was determined by GPS observations
 AB2463.and is referenced to NAD 83.
 AB2463
 AB2463.The geoid height was determined by GEOID03.
 AB2463
 AB2463;                    North         East     Units Scale Factor Converg.
 AB2463;SPC OH S     -   172,097.975   638,817.025   MT  0.99994004   +0 17 11.7
 AB2463;UTM  17      - 4,378,268.048   409,925.787   MT  0.99969989   -0 40 03.3
 AB2463
 AB2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2463!SPC OH S     -   0.99996064  x   0.99994004  =   0.99990068
 AB2463!UTM  17      -   0.99996064  x   0.99969989  =   0.99966054
 AB2463
 AB2463                          SUPERSEDED SURVEY CONTROL
 AB2463
 AB2463  ELLIP H (04/01/98)  250.94   (m)                       GP(       ) 4 1
 AB2463  NAD 83(1986)-  39 32 57.72037(N)    082 02 54.10450(W) AD(       ) 1
 AB2463
 AB2463.Superseded values are not recommended for survey control.
 AB2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2463.See file dsdata.txt to determine how the superseded data were derived.
 AB2463
 AB2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0992678268(NAD 83)
 AB2463_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2463_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2463_STAMPING: 34 1995
 AB2463_MARK LOGO: ATHCE 
 AB2463_PROJECTION: FLUSH
 AB2463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2463+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2463_ROD/PIPE-DEPTH: 1    meters
 AB2463
 AB2463  HISTORY     - Date     Condition        Report By
 AB2463  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2463
 AB2463                          STATION DESCRIPTION
 AB2463
 AB2463'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2463'IN ATHENS COUNTY, OHIO, TRIMBLE TOWNSHIP, STATION SET IN NE R/W AT
 AB2463'INTERSECTION OF C.R. 107 AND T-665.  LOCATED ABOUT 26 FT. FROM A STORM
 AB2463'CULVERT IN THE NE INT. R/W AND ABOUT 46 FT. SE OF AN UNDERGROUND CABLE
 AB2463'MARKER IN THE NW INT. R/W.  STATION IS FLUSH WITH THE GROUND.  A
 AB2463'STATION SKETCH CAN BE OBTAINED THROUGH THE ATHENS CO. ENG. OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1509 ***********************************************************************
 MB1509  DESIGNATION -  341
 MB1509  PID         -  MB1509
 MB1509  STATE/COUNTY-  OH/CUYAHOGA
 MB1509  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1509
 MB1509                         *CURRENT SURVEY CONTROL
 MB1509  ___________________________________________________________________
 MB1509* NAD 83(1986)-  41 28 50.     (N)    081 44 14.     (W)     SCALED    
 MB1509* NAVD 88     -       205.266  (meters)     673.44   (feet)  ADJUSTED  
 MB1509  ___________________________________________________________________
 MB1509  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 MB1509  DYNAMIC HT  -         205.186 (meters)     673.18  (feet)  COMP
 MB1509  MODELED GRAV-     980,228.6   (mgal)                       NAVD 88
 MB1509
 MB1509  VERT ORDER  -  FIRST     CLASS II
 MB1509
 MB1509.The horizontal coordinates were scaled from a topographic map and have
 MB1509.an estimated accuracy of +/- 6 seconds.
 MB1509
 MB1509.The orthometric height was determined by differential leveling
 MB1509.and adjusted by the National Geodetic Survey in June 1991..
 MB1509
 MB1509.The geoid height was determined by GEOID03.
 MB1509
 MB1509.The dynamic height is computed by dividing the NAVD 88
 MB1509.geopotential number by the normal gravity value computed on the
 MB1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1509.degrees latitude (g = 980.6199 gals.).
 MB1509
 MB1509.The modeled gravity was interpolated from observed gravity values.
 MB1509
 MB1509;                    North         East    Units  Estimated Accuracy
 MB1509;SPC OH N     -   201,710.      663,710.      MT  (+/- 180 meters Scaled)
 MB1509
 MB1509                          SUPERSEDED SURVEY CONTROL
 MB1509
 MB1509  NGVD 29 (06/03/92)  205.503  (m)          674.22   (f) ADJUSTED    1 2
 MB1509
 MB1509.Superseded values are not recommended for survey control.
 MB1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1509.See file dsdata.txt to determine how the superseded data were derived.
 MB1509
 MB1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF384923(NAD 83)
 MB1509_MARKER: DD = SURVEY DISK
 MB1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1509_SP_SET: CONCRETE POST
 MB1509_STAMPING: 341
 MB1509_MARK LOGO: CRGS  
 MB1509_PROJECTION: RECESSED 7 CENTIMETERS
 MB1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1509+STABILITY: SURFACE MOTION
 MB1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1509+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 MB1509
 MB1509  HISTORY     - Date     Condition        Report By
 MB1509  HISTORY     - UNK      MONUMENTED       CRGS
 MB1509  HISTORY     - 1980     GOOD             NGS
 MB1509  HISTORY     - 20040831 GOOD             OHDT
 MB1509  HISTORY     - 20060522 GOOD             GEOCAC
 MB1509
 MB1509                          STATION DESCRIPTION
 MB1509
 MB1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1509'IN CLEVELAND.
 MB1509'IN CLEVELAND, IN THE NORTHWEST SECTION OF THE CITY, AT THE NORTHWEST
 MB1509'CORNER OF THE JUNCTION OF WEST 77TH STREET AND FRANKLIN AVENUE, SET IN
 MB1509'THE SIDEWALK ENCASED IN A 12-INCH METAL PIPE WITH A METAL COVER
 MB1509'IMPRINTED (MON), 0.24 KILOMETER (0.15 MILE) SOUTH ALONG WEST 77TH
 MB1509'STREET FROM THE JUNCTION OF DETROIT AVENUE, 9.15 METERS (30 FEET)
 MB1509'NORTH OF THE CENTER LINE OF FRANKLIN AVENUE, 8.0 METERS (19.0 FEET)
 MB1509'WEST OF THE CENTER LINE OF WEST 77TH STREET, 4.05 METERS (13.3 FEET)
 MB1509'NORTHEAST OF POWER POLE NUMBER MELP 32319 13321, 3.26 METERS (10.7
 MB1509'FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF APARTMENT BUILDING 7702
 MB1509'AND 7704 FRANKLIN AVENUE.
 MB1509'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 MB1509
 MB1509                          STATION RECOVERY (2004)
 MB1509
 MB1509'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1509'RECOVERED IN GOOD CONDITION.
 MB1509
 MB1509                          STATION RECOVERY (2006)
 MB1509
 MB1509'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0801 ***********************************************************************
 JZ0801  DESIGNATION -  344
 JZ0801  PID         -  JZ0801
 JZ0801  STATE/COUNTY-  OH/HAMILTON
 JZ0801  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0801
 JZ0801                         *CURRENT SURVEY CONTROL
 JZ0801  ___________________________________________________________________
 JZ0801* NAD 83(1986)-  39 11 09.     (N)    084 31 41.     (W)     SCALED    
 JZ0801* NAVD 88     -       206.696  (meters)     678.14   (feet)  ADJUSTED  
 JZ0801  ___________________________________________________________________
 JZ0801  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ0801  DYNAMIC HT  -         206.569 (meters)     677.72  (feet)  COMP
 JZ0801  MODELED GRAV-     980,007.9   (mgal)                       NAVD 88
 JZ0801
 JZ0801  VERT ORDER  -  FIRST     CLASS II
 JZ0801
 JZ0801.The horizontal coordinates were scaled from a topographic map and have
 JZ0801.an estimated accuracy of +/- 6 seconds.
 JZ0801
 JZ0801.The orthometric height was determined by differential leveling
 JZ0801.and adjusted by the National Geodetic Survey in June 1991..
 JZ0801
 JZ0801.The geoid height was determined by GEOID03.
 JZ0801
 JZ0801.The dynamic height is computed by dividing the NAVD 88
 JZ0801.geopotential number by the normal gravity value computed on the
 JZ0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0801.degrees latitude (g = 980.6199 gals.).
 JZ0801
 JZ0801.The modeled gravity was interpolated from observed gravity values.
 JZ0801
 JZ0801;                    North         East    Units  Estimated Accuracy
 JZ0801;SPC OH S     -   133,610.      424,800.      MT  (+/- 180 meters Scaled)
 JZ0801
 JZ0801                          SUPERSEDED SURVEY CONTROL
 JZ0801
 JZ0801  NGVD 29 (??/??/92)  206.874  (m)          678.72   (f) ADJ UNCH    1 2
 JZ0801
 JZ0801.Superseded values are not recommended for survey control.
 JZ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0801.See file dsdata.txt to determine how the superseded data were derived.
 JZ0801
 JZ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ135403(NAD 83)
 JZ0801_MARKER: DD = SURVEY DISK
 JZ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0801_STAMPING: 344
 JZ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0801+STABILITY: SURFACE MOTION
 JZ0801
 JZ0801  HISTORY     - Date     Condition        Report By
 JZ0801  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0801  HISTORY     - 1947     GOOD             NGS
 JZ0801
 JZ0801                          STATION DESCRIPTION
 JZ0801
 JZ0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0801'AT WINTON.
 JZ0801'AT WINTON, 0.9 MILE NORTH OF WINTON ROAD ALONG GRAY ROAD, IN THE
 JZ0801'5000 BLOCK ACROSS GRAY ROAD FROM A 2-STORY BRICK HOUSE NO. 5050,
 JZ0801'19.3 FEET WEST OF THE CENTERLINE OF GRAY ROAD, 45.0 FEET SOUTH OF
 JZ0801'A POLE 1296A39T, 1.0 FEET EAST OF FENCE LINE.  LEVEL WITH ROAD AND
 JZ0801'A CONCRETE POST PROJECTING ABOUT 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0825 ***********************************************************************
 JZ0825  DESIGNATION -  347
 JZ0825  PID         -  JZ0825
 JZ0825  STATE/COUNTY-  OH/HAMILTON
 JZ0825  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0825
 JZ0825                         *CURRENT SURVEY CONTROL
 JZ0825  ___________________________________________________________________
 JZ0825* NAD 83(1986)-  39 09 01.     (N)    084 32 01.     (W)     SCALED    
 JZ0825* NAVD 88     -       160.809  (meters)     527.59   (feet)  ADJUSTED  
 JZ0825  ___________________________________________________________________
 JZ0825  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0825  DYNAMIC HT  -         160.709 (meters)     527.26  (feet)  COMP
 JZ0825  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 JZ0825
 JZ0825  VERT ORDER  -  FIRST     CLASS II
 JZ0825
 JZ0825.The horizontal coordinates were scaled from a topographic map and have
 JZ0825.an estimated accuracy of +/- 6 seconds.
 JZ0825
 JZ0825.The orthometric height was determined by differential leveling
 JZ0825.and adjusted by the National Geodetic Survey in June 1991..
 JZ0825
 JZ0825.The geoid height was determined by GEOID03.
 JZ0825
 JZ0825.The dynamic height is computed by dividing the NAVD 88
 JZ0825.geopotential number by the normal gravity value computed on the
 JZ0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0825.degrees latitude (g = 980.6199 gals.).
 JZ0825
 JZ0825.The modeled gravity was interpolated from observed gravity values.
 JZ0825
 JZ0825;                    North         East    Units  Estimated Accuracy
 JZ0825;SPC OH S     -   129,680.      424,230.      MT  (+/- 180 meters Scaled)
 JZ0825
 JZ0825                          SUPERSEDED SURVEY CONTROL
 JZ0825
 JZ0825  NGVD 29 (??/??/92)  160.984  (m)          528.16   (f) ADJ UNCH    1 2
 JZ0825
 JZ0825.Superseded values are not recommended for survey control.
 JZ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0825.See file dsdata.txt to determine how the superseded data were derived.
 JZ0825
 JZ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ131363(NAD 83)
 JZ0825_MARKER: DD = SURVEY DISK
 JZ0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0825_STAMPING: 347
 JZ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0825+STABILITY: SURFACE MOTION
 JZ0825
 JZ0825  HISTORY     - Date     Condition        Report By
 JZ0825  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0825  HISTORY     - 1947     GOOD             NGS
 JZ0825
 JZ0825                          STATION DESCRIPTION
 JZ0825
 JZ0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0825'AT CINCINNATI.
 JZ0825'AT CINCINNATI, IN NORTHEAST CORNER OF JUNCTION OF LUDLOW AVENUE
 JZ0825'AND LA FAYETTE AVENUE, 140.4 FEET NORTH OF NORTH CURB (EXTENDED)
 JZ0825'OF LA FAYETTE AVENUE, 2.9 FEET EAST OF EAST CURB OF LUDLOW
 JZ0825'AVENUE.  A CONCRETE POST SET FLUSH WITH THE GROUND AND LEVEL
 JZ0825'WITH THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0672 ***********************************************************************
 JZ0672  DESIGNATION -  350
 JZ0672  PID         -  JZ0672
 JZ0672  STATE/COUNTY-  OH/HAMILTON
 JZ0672  USGS QUAD   -  COVINGTON (1987)
 JZ0672
 JZ0672                         *CURRENT SURVEY CONTROL
 JZ0672  ___________________________________________________________________
 JZ0672* NAD 83(1986)-  39 06 55.     (N)    084 31 54.     (W)     SCALED    
 JZ0672* NAVD 88     -       153.687  (meters)     504.22   (feet)  ADJUSTED  
 JZ0672  ___________________________________________________________________
 JZ0672  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0672  DYNAMIC HT  -         153.589 (meters)     503.90  (feet)  COMP
 JZ0672  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 JZ0672
 JZ0672  VERT ORDER  -  FIRST     CLASS II
 JZ0672
 JZ0672.The horizontal coordinates were scaled from a topographic map and have
 JZ0672.an estimated accuracy of +/- 6 seconds.
 JZ0672
 JZ0672.The orthometric height was determined by differential leveling
 JZ0672.and adjusted by the National Geodetic Survey in June 1991..
 JZ0672.WARNING-Repeat measurements at this control monument indicate possible
 JZ0672.vertical movement.
 JZ0672
 JZ0672.The geoid height was determined by GEOID03.
 JZ0672
 JZ0672.The dynamic height is computed by dividing the NAVD 88
 JZ0672.geopotential number by the normal gravity value computed on the
 JZ0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0672.degrees latitude (g = 980.6199 gals.).
 JZ0672
 JZ0672.The modeled gravity was interpolated from observed gravity values.
 JZ0672
 JZ0672;                    North         East    Units  Estimated Accuracy
 JZ0672;SPC OH S     -   125,790.      424,310.      MT  (+/- 180 meters Scaled)
 JZ0672
 JZ0672                          SUPERSEDED SURVEY CONTROL
 JZ0672
 JZ0672  NGVD 29 (??/??/92)  153.860  (m)          504.79   (f) ADJ UNCH    1 2
 JZ0672
 JZ0672.Superseded values are not recommended for survey control.
 JZ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0672.See file dsdata.txt to determine how the superseded data were derived.
 JZ0672
 JZ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ134324(NAD 83)
 JZ0672_MARKER: DD = SURVEY DISK
 JZ0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0672_SP_SET: CONCRETE POST
 JZ0672_STAMPING: 350
 JZ0672_MARK LOGO: OH1610
 JZ0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0672+STABILITY: SURFACE MOTION
 JZ0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0672+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ0672
 JZ0672  HISTORY     - Date     Condition        Report By
 JZ0672  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0672  HISTORY     - 1949     GOOD             NGS
 JZ0672  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0672  HISTORY     - 19930604 GOOD             NGS
 JZ0672  HISTORY     - 20060601 GOOD             GEOCAC
 JZ0672
 JZ0672                          STATION DESCRIPTION
 JZ0672
 JZ0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0672'AT CINCINNATI.
 JZ0672'AT CINCINNATI, AT THE INTERSECTION OF POPLAR STREET AND FREEMAN
 JZ0672'AVENUE, 10 YARDS NORTHEAST OF THE CENTER OF THE INTERSECTION,
 JZ0672'9 YARDS NORTH OF THE CENTERLINE OF POPLAR STREET, 9 YARDS EAST
 JZ0672'OF THE CENTERLINE OF FREEMAN AVENUE, 9 FEET EAST OF THE STREET
 JZ0672'SIGN, AT THE SANDS GRADE SCHOOL, 4 FEET NORTH OF THE SOUTHWEST
 JZ0672'CORNER OF A CONCRETE WALL AROUND THE SCHOOL GROUNDS, 1 FOOT
 JZ0672'WEST OF THE WALL, AND LEVEL WITH THE SIDE WALK.
 JZ0672
 JZ0672                          STATION RECOVERY (1986)
 JZ0672
 JZ0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0672'MARK NOT FOUND.
 JZ0672
 JZ0672                          STATION RECOVERY (1993)
 JZ0672
 JZ0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0672'IN CINCINNATI, AT THE INTERSECTION OF FREEMAN AVENUE AND POPLAR
 JZ0672'STREET, 8.7 M (28.5 FT) EAST OF THE AVENUE CENTERLINE, 7.7 M (25.3
 JZ0672'FT) NORTH OF THE STREET CENTERLINE, 1.3 M (4.3 FT) NORTHWEST OF THE
 JZ0672'SOUTHWEST CORNER OF A RETAINING WALL ENCLOSING THE GEORGE E. SANDS
 JZ0672'SCHOOL, 0.5 M (1.6 FT) WEST OF THE RETAINING WALL, 0.2 M (0.7 FT)
 JZ0672'ABOVE THE LEVEL OF THE STREETS, AND THE MONUMENT IS FLUSH WITH AND
 JZ0672'SURROUNDED BY A SIDEWALK.
 JZ0672
 JZ0672                          STATION RECOVERY (2006)
 JZ0672
 JZ0672'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0672'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0673 ***********************************************************************
 JZ0673  DESIGNATION -  352
 JZ0673  PID         -  JZ0673
 JZ0673  STATE/COUNTY-  OH/HAMILTON
 JZ0673  USGS QUAD   -  COVINGTON (1987)
 JZ0673
 JZ0673                         *CURRENT SURVEY CONTROL
 JZ0673  ___________________________________________________________________
 JZ0673* NAD 83(1986)-  39 06 22.     (N)    084 31 56.     (W)     SCALED    
 JZ0673* NAVD 88     -       151.861  (meters)     498.23   (feet)  ADJUSTED  
 JZ0673  ___________________________________________________________________
 JZ0673  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0673  DYNAMIC HT  -         151.764 (meters)     497.91  (feet)  COMP
 JZ0673  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JZ0673
 JZ0673  VERT ORDER  -  FIRST     CLASS II
 JZ0673
 JZ0673.The horizontal coordinates were scaled from a topographic map and have
 JZ0673.an estimated accuracy of +/- 6 seconds.
 JZ0673
 JZ0673.The orthometric height was determined by differential leveling
 JZ0673.and adjusted by the National Geodetic Survey in June 1991..
 JZ0673
 JZ0673.The geoid height was determined by GEOID03.
 JZ0673
 JZ0673.The dynamic height is computed by dividing the NAVD 88
 JZ0673.geopotential number by the normal gravity value computed on the
 JZ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0673.degrees latitude (g = 980.6199 gals.).
 JZ0673
 JZ0673.The modeled gravity was interpolated from observed gravity values.
 JZ0673
 JZ0673;                    North         East    Units  Estimated Accuracy
 JZ0673;SPC OH S     -   124,770.      424,240.      MT  (+/- 180 meters Scaled)
 JZ0673
 JZ0673                          SUPERSEDED SURVEY CONTROL
 JZ0673
 JZ0673  NGVD 29 (??/??/92)  152.032  (m)          498.79   (f) ADJ UNCH    1 2
 JZ0673
 JZ0673.Superseded values are not recommended for survey control.
 JZ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0673.See file dsdata.txt to determine how the superseded data were derived.
 JZ0673
 JZ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ133314(NAD 83)
 JZ0673_MARKER: DD = SURVEY DISK
 JZ0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0673_STAMPING: 352
 JZ0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0673+STABILITY: SURFACE MOTION
 JZ0673
 JZ0673  HISTORY     - Date     Condition        Report By
 JZ0673  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0673  HISTORY     - 1949     GOOD             NGS
 JZ0673  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ0673  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0673
 JZ0673                          STATION DESCRIPTION
 JZ0673
 JZ0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0673'AT CINCINNATI.
 JZ0673'AT CINCINNATI, AT THE INTERSECTION OF FREEMAN AVENUE AND GEST
 JZ0673'STREET, 11.4 FEET WEST OF THE WEST CURB OF FREEMAN AVENUE, 10
 JZ0673'FEET NORTH OF THE NORTHEAST CORNER OF A RESTURANT BUILDING, 6.3
 JZ0673'FEET EAST OF A TRAFFIC LIGHT POLE, 1.4 FEET SOUTH OF THE SOUTH CURB
 JZ0673'OF GEST STREET, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP
 JZ0673'OF A CONCRETE POST FLUSH WITH THE GROUND.
 JZ0673
 JZ0673                          STATION RECOVERY (1985)
 JZ0673
 JZ0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0673'NOT RECOVERED, THE WEST CURB OF FREEMAN AVENUE IS NOW ROUNDED AND THE
 JZ0673'MENTIONED RESTAURANT NO LONGER EXISTS, MARK IS BELIEVED TO HAVE BEEN
 JZ0673'DESTROYED WHEN AN APPROACH TO FREEMAN AVENUE FROM GEST STREET WAS
 JZ0673'CONSTRUCTED, CONSIDER DESTROYED.
 JZ0673
 JZ0673                          STATION RECOVERY (1986)
 JZ0673
 JZ0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1179 ***********************************************************************
 HY1179  DESIGNATION -  354 B
 HY1179  PID         -  HY1179
 HY1179  STATE/COUNTY-  OH/SCIOTO
 HY1179  USGS QUAD   -  PORTSMOUTH (1975)
 HY1179
 HY1179                         *CURRENT SURVEY CONTROL
 HY1179  ___________________________________________________________________
 HY1179* NAD 83(1986)-  38 44 07.     (N)    082 59 39.     (W)     SCALED    
 HY1179* NAVD 88     -       163.831  (meters)     537.50   (feet)  ADJUSTED  
 HY1179  ___________________________________________________________________
 HY1179  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HY1179  DYNAMIC HT  -         163.729 (meters)     537.17  (feet)  COMP
 HY1179  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 HY1179
 HY1179  VERT ORDER  -  FIRST     CLASS I
 HY1179
 HY1179.The horizontal coordinates were scaled from a topographic map and have
 HY1179.an estimated accuracy of +/- 6 seconds.
 HY1179
 HY1179.The orthometric height was determined by differential leveling
 HY1179.and adjusted by the National Geodetic Survey in June 1991..
 HY1179
 HY1179.The geoid height was determined by GEOID03.
 HY1179
 HY1179.The dynamic height is computed by dividing the NAVD 88
 HY1179.geopotential number by the normal gravity value computed on the
 HY1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1179.degrees latitude (g = 980.6199 gals.).
 HY1179
 HY1179.The modeled gravity was interpolated from observed gravity values.
 HY1179
 HY1179;                    North         East    Units  Estimated Accuracy
 HY1179;SPC OH S     -    81,740.      557,030.      MT  (+/- 180 meters Scaled)
 HY1179
 HY1179                          SUPERSEDED SURVEY CONTROL
 HY1179
 HY1179  NGVD 29 (??/??/92)  164.016  (m)          538.11   (f) ADJ UNCH    1 1
 HY1179
 HY1179.Superseded values are not recommended for survey control.
 HY1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1179.See file dsdata.txt to determine how the superseded data were derived.
 HY1179
 HY1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC266892(NAD 83)
 HY1179_MARKER: DD = SURVEY DISK
 HY1179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1179_SP_SET: BUILDING PEDESTAL
 HY1179_STAMPING: 354 B 538.760
 HY1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1179
 HY1179  HISTORY     - Date     Condition        Report By
 HY1179  HISTORY     - UNK      MONUMENTED       DOD
 HY1179  HISTORY     - 1967     GOOD             NGS
 HY1179
 HY1179                          STATION DESCRIPTION
 HY1179
 HY1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1179'AT PORTSMOUTH.
 HY1179'AT PORTSMOUTH, AT THE POST OFFICE BUILDING, NEAR THE INTERSECTION
 HY1179'OF GAY AND 6TH STREET, SET ON THE TOP OF THE SOUTHEAST CORNER
 HY1179'OF THE PEDESTAL AT THE WEST ENTRANCE TO BUILDING, 103 FEET NORTH
 HY1179'OF THE NORTH CURB OF 6TH STREET, 24 FEET EAST OF THE EAST CURB
 HY1179'OF GAY STREET, 11 FEET SOUTH OF THE SOUTH EDGE OF THE SOUTH DOOR
 HY1179'AT WEST ENTRANCE AND 3 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0080 ***********************************************************************
 JZ0080  DESIGNATION -  359
 JZ0080  PID         -  JZ0080
 JZ0080  STATE/COUNTY-  OH/MONTGOMERY
 JZ0080  USGS QUAD   -  MIAMISBURG (1987)
 JZ0080
 JZ0080                         *CURRENT SURVEY CONTROL
 JZ0080  ___________________________________________________________________
 JZ0080* NAD 83(1986)-  39 40 25.     (N)    084 16 32.     (W)     SCALED    
 JZ0080* NAVD 88     -       217.623  (meters)     713.98   (feet)  ADJUSTED  
 JZ0080  ___________________________________________________________________
 JZ0080  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JZ0080  DYNAMIC HT  -         217.500 (meters)     713.58  (feet)  COMP
 JZ0080  MODELED GRAV-     980,059.8   (mgal)                       NAVD 88
 JZ0080
 JZ0080  VERT ORDER  -  FIRST     CLASS II
 JZ0080
 JZ0080.The horizontal coordinates were scaled from a topographic map and have
 JZ0080.an estimated accuracy of +/- 6 seconds.
 JZ0080
 JZ0080.The orthometric height was determined by differential leveling
 JZ0080.and adjusted by the National Geodetic Survey in June 1991..
 JZ0080
 JZ0080.The geoid height was determined by GEOID03.
 JZ0080
 JZ0080.The dynamic height is computed by dividing the NAVD 88
 JZ0080.geopotential number by the normal gravity value computed on the
 JZ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0080.degrees latitude (g = 980.6199 gals.).
 JZ0080
 JZ0080.The modeled gravity was interpolated from observed gravity values.
 JZ0080
 JZ0080;                    North         East    Units  Estimated Accuracy
 JZ0080;SPC OH S     -   187,290.      447,680.      MT  (+/- 180 meters Scaled)
 JZ0080
 JZ0080                          SUPERSEDED SURVEY CONTROL
 JZ0080
 JZ0080  NGVD 29 (??/??/92)  217.818  (m)          714.62   (f) ADJ UNCH    1 2
 JZ0080
 JZ0080.Superseded values are not recommended for survey control.
 JZ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0080.See file dsdata.txt to determine how the superseded data were derived.
 JZ0080
 JZ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ336950(NAD 83)
 JZ0080_MARKER: DD = SURVEY DISK
 JZ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0080_STAMPING: 359
 JZ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0080+STABILITY: SURFACE MOTION
 JZ0080
 JZ0080  HISTORY     - Date     Condition        Report By
 JZ0080  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0080  HISTORY     - 1947     GOOD             NGS
 JZ0080  HISTORY     - 20041015 MARK NOT FOUND   INDIV
 JZ0080
 JZ0080                          STATION DESCRIPTION
 JZ0080
 JZ0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0080'2.5 MI N FROM MIAMISBURG.
 JZ0080'2.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0080'STATION AT MIAMISBURG, AT THE CROSSING OF THE FARMERSVILLE-WEST
 JZ0080'CARROLLTON ROAD AND THE JUNCTION OF INFIRMARY ROAD LEADING
 JZ0080'NORTH, 25 FEET NORTHWEST OF THE NORTHWEST RAIL, 23 FEET NORTH
 JZ0080'OF THE CENTER LINE OF THE FARMERSVILLE-WEST CARROLLTON ROAD,
 JZ0080'19 FEET EAST OF THE CENTER LINE OF INFIRMARY ROAD, 5 FEET
 JZ0080'EAST-SOUTHEAST OF POWER POLE NO. 142301, 1 FOOT EAST OF A WHITE
 JZ0080'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE
 JZ0080'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JZ0080
 JZ0080                          STATION RECOVERY (2004)
 JZ0080
 JZ0080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0136 ***********************************************************************
 MC0136  DESIGNATION -  36 CWL
 MC0136  PID         -  MC0136
 MC0136  STATE/COUNTY-  OH/MEDINA
 MC0136  USGS QUAD   -  LODI (1961)
 MC0136
 MC0136                         *CURRENT SURVEY CONTROL
 MC0136  ___________________________________________________________________
 MC0136* NAD 83(1986)-  41 00 22.     (N)    082 07 05.     (W)     SCALED    
 MC0136* NAVD 88     -       333.804  (meters)    1095.16   (feet)  ADJUSTED  
 MC0136  ___________________________________________________________________
 MC0136  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MC0136  DYNAMIC HT  -         333.658 (meters)    1094.68  (feet)  COMP
 MC0136  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 MC0136
 MC0136  VERT ORDER  -  SECOND    CLASS 0
 MC0136
 MC0136.The horizontal coordinates were scaled from a topographic map and have
 MC0136.an estimated accuracy of +/- 6 seconds.
 MC0136
 MC0136.The orthometric height was determined by differential leveling
 MC0136.and adjusted by the National Geodetic Survey in June 1991..
 MC0136
 MC0136.The geoid height was determined by GEOID03.
 MC0136
 MC0136.The dynamic height is computed by dividing the NAVD 88
 MC0136.geopotential number by the normal gravity value computed on the
 MC0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0136.degrees latitude (g = 980.6199 gals.).
 MC0136
 MC0136.The modeled gravity was interpolated from observed gravity values.
 MC0136
 MC0136;                    North         East    Units  Estimated Accuracy
 MC0136;SPC OH N     -   148,810.      632,130.      MT  (+/- 180 meters Scaled)
 MC0136
 MC0136                          SUPERSEDED SURVEY CONTROL
 MC0136
 MC0136  NGVD 29 (??/??/92)  334.000  (m)         1095.80   (f) ADJ UNCH    2 0
 MC0136
 MC0136.Superseded values are not recommended for survey control.
 MC0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0136.See file dsdata.txt to determine how the superseded data were derived.
 MC0136
 MC0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF059400(NAD 83)
 MC0136_MARKER: DD = SURVEY DISK
 MC0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0136_STAMPING: 1096 TT 36 C W L 1952
 MC0136_MARK LOGO: USGS  
 MC0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0136+STABILITY: SURFACE MOTION
 MC0136
 MC0136  HISTORY     - Date     Condition        Report By
 MC0136  HISTORY     - 1952     MONUMENTED       USGS
 MC0136  HISTORY     - 1959     GOOD             CGS
 MC0136
 MC0136                          STATION DESCRIPTION
 MC0136
 MC0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MC0136'1.6 MI SE FROM HOMERVILLE.
 MC0136'ABOUT 1.55 MILES SOUTHEAST ALONG STATE HIGHWAY 301 FROM THE
 MC0136'INTERSECTION OF U.S. HIGHWAY 224 AT HOMERVILLE, THENCE ABOUT 0.1
 MC0136'MILE WEST ALONG COUNTY ROAD 79, AT THE JUNCTION OF A DRIVE
 MC0136'LEADING SOUTH TO A LARGE TWO-STORY HOUSE WITH ASBESTOS SIDING
 MC0136'AND A RED BARN, 21 FEET NORTH OF CENTER LINE OF ROAD, 24 FEET
 MC0136'NORTHWEST OF THE CENTER OF JUNCTION, 8 FEET WEST OF THE EXTENDED
 MC0136'CENTER LINE OF DRIVE, 4 FEET NORTHEAST OF POWER LINE POLE 7H-161,
 MC0136'1 1/2 FEET NORTH OF A EAST-WEST FENCE LINE, ABOUT 1 FOOT ABOVE
 MC0136'THE LEVEL OF HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING
 MC0136'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3261 ***********************************************************************
 MB3261  DESIGNATION -  36 WDL
 MB3261  PID         -  MB3261
 MB3261  STATE/COUNTY-  OH/GEAUGA
 MB3261  USGS QUAD   -  PAINESVILLE (1994)
 MB3261
 MB3261                         *CURRENT SURVEY CONTROL
 MB3261  ___________________________________________________________________
 MB3261* NAD 83(1995)-  41 41 13.59388(N)    081 09 48.99237(W)     ADJUSTED  
 MB3261* NAVD 88     -       303.8    (meters)     997.     (feet)  GPS OBS   
 MB3261  ___________________________________________________________________
 MB3261  X           -     732,795.225 (meters)                     COMP
 MB3261  Y           -  -4,713,764.237 (meters)                     COMP
 MB3261  Z           -   4,219,893.381 (meters)                     COMP
 MB3261  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 MB3261  ELLIP HEIGHT-         269.60  (meters)          (10/07/05) GPS OBS
 MB3261  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 MB3261
 MB3261  HORZ ORDER  -  FIRST
 MB3261  ELLP ORDER  -  FOURTH    CLASS I
 MB3261
 MB3261.The horizontal coordinates were established by GPS observations
 MB3261.and adjusted by the National Geodetic Survey in April 1998..
 MB3261
 MB3261.The orthometric height was determined by GPS observations and a
 MB3261.high-resolution geoid model.
 MB3261
 MB3261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3261
 MB3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3261
 MB3261.The ellipsoidal height was determined by GPS observations
 MB3261.and is referenced to NAD 83.
 MB3261
 MB3261.The geoid height was determined by GEOID03.
 MB3261
 MB3261;                    North         East     Units Scale Factor Converg.
 MB3261;SPC OH N     -   225,220.950   711,257.128   MT  0.99999754   +0 52 40.6
 MB3261;UTM  17      - 4,615,050.220   486,384.116   MT  0.99960228   -0 06 31.7
 MB3261
 MB3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3261!SPC OH N     -   0.99995772  x   0.99999754  =   0.99995526
 MB3261!UTM  17      -   0.99995772  x   0.99960228  =   0.99956001
 MB3261
 MB3261                          SUPERSEDED SURVEY CONTROL
 MB3261
 MB3261  ELLIP H (04/01/98)  269.65   (m)                       GP(       ) 4 1
 MB3261  NAD 83(1986)-  41 41 13.60402(N)    081 09 48.99046(W) AD(       ) 1
 MB3261
 MB3261.Superseded values are not recommended for survey control.
 MB3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3261.See file dsdata.txt to determine how the superseded data were derived.
 MB3261
 MB3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8638415050(NAD 83)
 MB3261_MARKER: DB = BENCH MARK DISK
 MB3261_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3261_SP_SET: PREFAB CONC. POST IN EARTH
 MB3261_STAMPING: WDL 36 1958 998
 MB3261_MARK LOGO: USGS  
 MB3261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3261+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1992
 MB3261
 MB3261  HISTORY     - Date     Condition        Report By
 MB3261  HISTORY     - 1958     MONUMENTED       USGS
 MB3261  HISTORY     - 19921208 GOOD
 MB3261
 MB3261                          STATION DESCRIPTION
 MB3261
 MB3261'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MB3261'THE STATION IS 0.9 MILES WEST OF LEROY CENTER. IT IS A STANDARD USGS
 MB3261'TABLET STAMPED 36 WDL 1958 998 WHCH IS LOCATED 57 FEET NORTH OF THE
 MB3261'LEROY CENTER ROAD AND 34 FEET EAST OF INDIAN POINT ROAD. IT IS ALSO
 MB3261'29 FEET NORTHWEST OF A UTILITY POLE.
 MB3261
 MB3261                          STATION RECOVERY (1992)
 MB3261
 MB3261'RECOVERED 1992
 MB3261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1527 ***********************************************************************
 MB1527  DESIGNATION -  364
 MB1527  PID         -  MB1527
 MB1527  STATE/COUNTY-  OH/CUYAHOGA
 MB1527  USGS QUAD   -  NORTH OLMSTED (1985)
 MB1527
 MB1527                         *CURRENT SURVEY CONTROL
 MB1527  ___________________________________________________________________
 MB1527* NAD 83(1986)-  41 29 08.     (N)    081 54 05.     (W)     SCALED    
 MB1527* NAVD 88     -       190.071  (meters)     623.59   (feet)  ADJUSTED  
 MB1527  ___________________________________________________________________
 MB1527  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 MB1527  DYNAMIC HT  -         189.997 (meters)     623.35  (feet)  COMP
 MB1527  MODELED GRAV-     980,230.8   (mgal)                       NAVD 88
 MB1527
 MB1527  VERT ORDER  -  FIRST     CLASS II
 MB1527
 MB1527.The horizontal coordinates were scaled from a topographic map and have
 MB1527.an estimated accuracy of +/- 6 seconds.
 MB1527
 MB1527.The orthometric height was determined by differential leveling
 MB1527.and adjusted by the National Geodetic Survey in June 1991..
 MB1527
 MB1527.The geoid height was determined by GEOID03.
 MB1527
 MB1527.The dynamic height is computed by dividing the NAVD 88
 MB1527.geopotential number by the normal gravity value computed on the
 MB1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1527.degrees latitude (g = 980.6199 gals.).
 MB1527
 MB1527.The modeled gravity was interpolated from observed gravity values.
 MB1527
 MB1527;                    North         East    Units  Estimated Accuracy
 MB1527;SPC OH N     -   202,160.      649,990.      MT  (+/- 180 meters Scaled)
 MB1527
 MB1527                          SUPERSEDED SURVEY CONTROL
 MB1527
 MB1527  NGVD 29 (06/03/92)  190.315  (m)          624.39   (f) ADJUSTED    1 2
 MB1527
 MB1527.Superseded values are not recommended for survey control.
 MB1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1527.See file dsdata.txt to determine how the superseded data were derived.
 MB1527
 MB1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF247930(NAD 83)
 MB1527_MARKER: DD = SURVEY DISK
 MB1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1527_SP_SET: CONCRETE POST
 MB1527_STAMPING: 364
 MB1527_MARK LOGO: CRGS  
 MB1527_PROJECTION: RECESSED 15 CENTIMETERS
 MB1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1527+STABILITY: SURFACE MOTION
 MB1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1527+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MB1527
 MB1527  HISTORY     - Date     Condition        Report By
 MB1527  HISTORY     - UNK      MONUMENTED       CRGS
 MB1527  HISTORY     - 1980     GOOD             NGS
 MB1527  HISTORY     - 20040830 GOOD             OHDT
 MB1527
 MB1527                          STATION DESCRIPTION
 MB1527
 MB1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1527'IN BAY VILLAGE.
 MB1527'IN BAY VILLAGE, AT THE JUNCTION OF LAKE RAOD (HIGHWAYS 6 AND 2) AND
 MB1527'COLUMBIA ROAD (STATE HIGHWAY 252) SET WEST OF THE PAVED DRIVEWAY OF
 MB1527'HOUSE 25436 LAKE ROAD, THIS MARK IS ENCASED IN A 12-INCH METAL PIPE
 MB1527'WITH COVER IMPRINTED (MON), 7.01 METER (23.0 FEET) WEST OF THE CENTER
 MB1527'OF THE PAVED DRIVEWAY OF HOUSE 25436, 2.74 METERS (9.0 FEET) SOUTHEAST
 MB1527'OF POWER POLE 253450, 2.44 METERS (8.0 FEET) WEST-SOUTHWEST OF THE
 MB1527'SIGN POST OF THE HIGHWAY 6 SIGN, 0.79 METERS (2.6 FEET) NORTH OF THE
 MB1527'INSIDE EDGE OF THE NORTH CURB OF THE HIGHWAY.
 MB1527'THE MARK IS 0.15 M BELOW GROUND.
 MB1527
 MB1527                          STATION RECOVERY (2004)
 MB1527
 MB1527'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0802 ***********************************************************************
 JZ0802  DESIGNATION -  364
 JZ0802  PID         -  JZ0802
 JZ0802  STATE/COUNTY-  OH/HAMILTON
 JZ0802  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0802
 JZ0802                         *CURRENT SURVEY CONTROL
 JZ0802  ___________________________________________________________________
 JZ0802* NAD 83(1986)-  39 11 41.     (N)    084 32 46.     (W)     SCALED    
 JZ0802* NAVD 88     -       264.002  (meters)     866.15   (feet)  ADJUSTED  
 JZ0802  ___________________________________________________________________
 JZ0802  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ0802  DYNAMIC HT  -         263.839 (meters)     865.61  (feet)  COMP
 JZ0802  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 JZ0802
 JZ0802  VERT ORDER  -  FIRST     CLASS II
 JZ0802
 JZ0802.The horizontal coordinates were scaled from a topographic map and have
 JZ0802.an estimated accuracy of +/- 6 seconds.
 JZ0802
 JZ0802.The orthometric height was determined by differential leveling
 JZ0802.and adjusted by the National Geodetic Survey in March 1993..
 JZ0802
 JZ0802.The geoid height was determined by GEOID03.
 JZ0802
 JZ0802.The dynamic height is computed by dividing the NAVD 88
 JZ0802.geopotential number by the normal gravity value computed on the
 JZ0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0802.degrees latitude (g = 980.6199 gals.).
 JZ0802
 JZ0802.The modeled gravity was interpolated from observed gravity values.
 JZ0802
 JZ0802;                    North         East    Units  Estimated Accuracy
 JZ0802;SPC OH S     -   134,630.      423,270.      MT  (+/- 180 meters Scaled)
 JZ0802
 JZ0802                          SUPERSEDED SURVEY CONTROL
 JZ0802
 JZ0802  NAVD 88 (06/15/91)  264.023  (m)          866.22   (f) UNKNOWN     1 2
 JZ0802  NGVD 29 (06/03/91)  264.164  (m)          866.68   (f) ADJUSTED    1 2
 JZ0802
 JZ0802.Superseded values are not recommended for survey control.
 JZ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0802.See file dsdata.txt to determine how the superseded data were derived.
 JZ0802
 JZ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ119412(NAD 83)
 JZ0802_MARKER: DD = SURVEY DISK
 JZ0802_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0802_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0802_STAMPING: 364
 JZ0802_MARK LOGO: OH1610
 JZ0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0802
 JZ0802  HISTORY     - Date     Condition        Report By
 JZ0802  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0802  HISTORY     - 1947     GOOD             NGS
 JZ0802  HISTORY     - 19900420 GOOD             WOOLPT
 JZ0802  HISTORY     - 20041104 MARK NOT FOUND   GEOCAC
 JZ0802
 JZ0802                          STATION DESCRIPTION
 JZ0802
 JZ0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0802'AT COLLEGE HILL.
 JZ0802'AT COLLEGE HILL, AT NORTHWEST CORNER OF INTERSECTION OF HAMILTON
 JZ0802'AVENUE AND LARCH AVENUE, 32.7 FEET NORTH OF NORTH CURB OF LARCH
 JZ0802'AVENUE, 1.9 FEET WEST OF WEST CURB OF HAMILTON AVENUE.  A
 JZ0802'CONCRETE POST SET FLUSH WITH GROUND.
 JZ0802
 JZ0802                          STATION RECOVERY (1990)
 JZ0802
 JZ0802'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0802'RECOVERED IN GOOD CONDITION.
 JZ0802
 JZ0802                          STATION RECOVERY (2004)
 JZ0802
 JZ0802'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0508 ***********************************************************************
 JZ0508  DESIGNATION -  366
 JZ0508  PID         -  JZ0508
 JZ0508  STATE/COUNTY-  OH/HAMILTON
 JZ0508  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0508
 JZ0508                         *CURRENT SURVEY CONTROL
 JZ0508  ___________________________________________________________________
 JZ0508* NAD 83(1986)-  39 13 04.     (N)    084 27 43.     (W)     SCALED    
 JZ0508* NAVD 88     -       172.418  (meters)     565.67   (feet)  ADJUSTED  
 JZ0508  ___________________________________________________________________
 JZ0508  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ0508  DYNAMIC HT  -         172.310 (meters)     565.32  (feet)  COMP
 JZ0508  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 JZ0508
 JZ0508  VERT ORDER  -  FIRST     CLASS II
 JZ0508
 JZ0508.The horizontal coordinates were scaled from a topographic map and have
 JZ0508.an estimated accuracy of +/- 6 seconds.
 JZ0508
 JZ0508.The orthometric height was determined by differential leveling
 JZ0508.and adjusted by the National Geodetic Survey in January 1994..
 JZ0508
 JZ0508.The geoid height was determined by GEOID03.
 JZ0508
 JZ0508.The dynamic height is computed by dividing the NAVD 88
 JZ0508.geopotential number by the normal gravity value computed on the
 JZ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0508.degrees latitude (g = 980.6199 gals.).
 JZ0508
 JZ0508.The modeled gravity was interpolated from observed gravity values.
 JZ0508
 JZ0508;                    North         East    Units  Estimated Accuracy
 JZ0508;SPC OH S     -   137,030.      430,590.      MT  (+/- 180 meters Scaled)
 JZ0508
 JZ0508                          SUPERSEDED SURVEY CONTROL
 JZ0508
 JZ0508  NAVD 88 (06/15/91)  172.442  (m)          565.75   (f) UNKNOWN     1 2
 JZ0508  NGVD 29 (??/??/92)  172.616  (m)          566.32   (f) ADJ UNCH    1 2
 JZ0508
 JZ0508.Superseded values are not recommended for survey control.
 JZ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0508.See file dsdata.txt to determine how the superseded data were derived.
 JZ0508
 JZ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ191440(NAD 83)
 JZ0508_MARKER: DD = SURVEY DISK
 JZ0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0508_SP_SET: CONCRETE POST
 JZ0508_STAMPING: 366
 JZ0508_MARK LOGO: OH1610
 JZ0508_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0508+STABILITY: SURFACE MOTION
 JZ0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0508+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ0508
 JZ0508  HISTORY     - Date     Condition        Report By
 JZ0508  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0508  HISTORY     - 1947     GOOD             NGS
 JZ0508  HISTORY     - 19930604 GOOD             NGS
 JZ0508
 JZ0508                          STATION DESCRIPTION
 JZ0508
 JZ0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0508'AT HARTWELL.
 JZ0508'AT HARTWELL, A SUBURB OF CINCINNATI, AT THE SOUTH CITY LIMITS OF
 JZ0508'WYOMING, ALONG ANTHONY WAYNE AVENUE, AT THE JUNCTION OF MILLSDALE
 JZ0508'STREET, 2 FEET EAST OF THE EAST CURB OF ANTHONY WAYNE AVENUE,
 JZ0508'16.5 FEET SOUTH OF THE PROLONGED CENTER LINE OF MILLSDALE STREET
 JZ0508'LEADING WEST, 1.7 FEET WEST OF THE WEST EDGE OF A SIDE WALK,
 JZ0508'6.5 FEET NORTH OF POWER POLE 119, ABOUT 0.5 FOOT ABOVE THE
 JZ0508'STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JZ0508'GROUND.  NOTE-- AT THIS POINT ANTHONY WAYNE AVENUE CHANGES TO
 JZ0508'SOUTH WAYNE AVENUE IN WYOMING AND MILLSDALE STREET IS MILL
 JZ0508'STREET.
 JZ0508
 JZ0508                          STATION RECOVERY (1993)
 JZ0508
 JZ0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0508'IN HARTWELL, AT THE INTERSECTION OF ANTHONY WAYNE AVENUE AND MILLDALE
 JZ0508'STREET, 6.6 M (21.7 FT) EAST OF THE AVENUE CENTERLINE, 4.7 M (15.4
 JZ0508'FT) SOUTH OF THE EXTENDED STREET CENTER, 2.3 M (7.5 FT) NORTH OF
 JZ0508'UTILITY POLE NUMBER 18-462E, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 JZ0508'AVENUE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 JZ0508'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0774 ***********************************************************************
 JZ0774  DESIGNATION -  368
 JZ0774  PID         -  JZ0774
 JZ0774  STATE/COUNTY-  OH/HAMILTON
 JZ0774  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0774
 JZ0774                         *CURRENT SURVEY CONTROL
 JZ0774  ___________________________________________________________________
 JZ0774* NAD 83(1986)-  39 12 04.     (N)    084 33 48.     (W)     SCALED    
 JZ0774* NAVD 88     -       281.289  (meters)     922.86   (feet)  ADJUSTED  
 JZ0774  ___________________________________________________________________
 JZ0774  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0774  DYNAMIC HT  -         281.116 (meters)     922.29  (feet)  COMP
 JZ0774  MODELED GRAV-     980,005.1   (mgal)                       NAVD 88
 JZ0774
 JZ0774  VERT ORDER  -  FIRST     CLASS II
 JZ0774
 JZ0774.The horizontal coordinates were scaled from a topographic map and have
 JZ0774.an estimated accuracy of +/- 6 seconds.
 JZ0774
 JZ0774.The orthometric height was determined by differential leveling
 JZ0774.and adjusted by the National Geodetic Survey in June 1991..
 JZ0774
 JZ0774.The geoid height was determined by GEOID03.
 JZ0774
 JZ0774.The dynamic height is computed by dividing the NAVD 88
 JZ0774.geopotential number by the normal gravity value computed on the
 JZ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0774.degrees latitude (g = 980.6199 gals.).
 JZ0774
 JZ0774.The modeled gravity was interpolated from observed gravity values.
 JZ0774
 JZ0774;                    North         East    Units  Estimated Accuracy
 JZ0774;SPC OH S     -   135,380.      421,790.      MT  (+/- 180 meters Scaled)
 JZ0774
 JZ0774                          SUPERSEDED SURVEY CONTROL
 JZ0774
 JZ0774  NGVD 29 (??/??/92)  281.468  (m)          923.45   (f) ADJ UNCH    1 2
 JZ0774
 JZ0774.Superseded values are not recommended for survey control.
 JZ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0774.See file dsdata.txt to determine how the superseded data were derived.
 JZ0774
 JZ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ104419(NAD 83)
 JZ0774_MARKER: DD = SURVEY DISK
 JZ0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0774_STAMPING: 368
 JZ0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0774+STABILITY: SURFACE MOTION
 JZ0774
 JZ0774  HISTORY     - Date     Condition        Report By
 JZ0774  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0774  HISTORY     - 1947     GOOD             NGS
 JZ0774
 JZ0774                          STATION DESCRIPTION
 JZ0774
 JZ0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0774'2.2 MI SW FROM NORTH COLLEGE HILL.
 JZ0774'1.15 MILES SOUTH ALONG HAMILTON AVENUE FROM THE SCHOOL AT
 JZ0774'NORTH COLLEGE HILL, THENCE ABOUT 1.0 MILE SOUTHWEST ALONG NORTH
 JZ0774'BEND ROAD, AT THE JUNCTION OF BELMONT AVENUE, 25.5 FEET NORTHWEST
 JZ0774'OF THE CENTER LINE OF NORTH BEND ROAD, 28 FEET SOUTHWEST OF THE
 JZ0774'PROLONGED CENTER LINE OF BELMONT AVENUE, 43.4 FEET SOUTHEAST OF
 JZ0774'THE EAST CORNER OF THE BRICK HOUSE AT 2204 NORTH BEND ROAD, 6
 JZ0774'FEET WEST OF A FIRE HYDRANT, 0.5 FOOT NORTHWEST OF THE NORTHWEST
 JZ0774'EDGE OF THE SIDE WALK, IN A HEDGE ROW AND SET IN THE TOP OF A
 JZ0774'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0804 ***********************************************************************
 JZ0804  DESIGNATION -  369
 JZ0804  PID         -  JZ0804
 JZ0804  STATE/COUNTY-  OH/HAMILTON
 JZ0804  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0804
 JZ0804                         *CURRENT SURVEY CONTROL
 JZ0804  ___________________________________________________________________
 JZ0804* NAD 83(1986)-  39 11 55.     (N)    084 33 19.     (W)     SCALED    
 JZ0804* NAVD 88     -       285.155  (meters)     935.55   (feet)  ADJUSTED  
 JZ0804  ___________________________________________________________________
 JZ0804  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0804  DYNAMIC HT  -         284.980 (meters)     934.97  (feet)  COMP
 JZ0804  MODELED GRAV-     980,005.6   (mgal)                       NAVD 88
 JZ0804
 JZ0804  VERT ORDER  -  FIRST     CLASS II
 JZ0804
 JZ0804.The horizontal coordinates were scaled from a topographic map and have
 JZ0804.an estimated accuracy of +/- 6 seconds.
 JZ0804
 JZ0804.The orthometric height was determined by differential leveling
 JZ0804.and adjusted by the National Geodetic Survey in June 1991..
 JZ0804
 JZ0804.The geoid height was determined by GEOID03.
 JZ0804
 JZ0804.The dynamic height is computed by dividing the NAVD 88
 JZ0804.geopotential number by the normal gravity value computed on the
 JZ0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0804.degrees latitude (g = 980.6199 gals.).
 JZ0804
 JZ0804.The modeled gravity was interpolated from observed gravity values.
 JZ0804
 JZ0804;                    North         East    Units  Estimated Accuracy
 JZ0804;SPC OH S     -   135,080.      422,480.      MT  (+/- 180 meters Scaled)
 JZ0804
 JZ0804                          SUPERSEDED SURVEY CONTROL
 JZ0804
 JZ0804  NGVD 29 (??/??/92)  285.335  (m)          936.14   (f) ADJ UNCH    1 2
 JZ0804
 JZ0804.Superseded values are not recommended for survey control.
 JZ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0804.See file dsdata.txt to determine how the superseded data were derived.
 JZ0804
 JZ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ111416(NAD 83)
 JZ0804_MARKER: DD = SURVEY DISK
 JZ0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0804_STAMPING: 369
 JZ0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0804+STABILITY: SURFACE MOTION
 JZ0804
 JZ0804  HISTORY     - Date     Condition        Report By
 JZ0804  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0804  HISTORY     - 1947     GOOD             NGS
 JZ0804  HISTORY     - 20041124 MARK NOT FOUND   GEOCAC
 JZ0804
 JZ0804                          STATION DESCRIPTION
 JZ0804
 JZ0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0804'AT COLLEGE HILL.
 JZ0804'AT COLLEGE HILL, AT THE JUNCTION OF BELMONT AVENUE AND OAKWOOD
 JZ0804'AVENUE, ON THE SOUTH SIDE OF BELMONT AVENUE, 1.7 FEET SOUTH OF
 JZ0804'SOUTH CURB OF BELMONT AVENUE, 15.2 FEET WEST OF WEST CURB OF
 JZ0804'OAKWOOD AVENUE (CURB LINE EXTENDED).  A CONCRETE POST SET FLUSH
 JZ0804'WITH THE GROUND.
 JZ0804
 JZ0804                          STATION RECOVERY (2004)
 JZ0804
 JZ0804'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0636 ***********************************************************************
 MB0636  DESIGNATION -  37
 MB0636  PID         -  MB0636
 MB0636  STATE/COUNTY-  OH/TRUMBULL
 MB0636  USGS QUAD   -  BRISTOLVILLE (1994)
 MB0636
 MB0636                         *CURRENT SURVEY CONTROL
 MB0636  ___________________________________________________________________
 MB0636* NAD 83(1986)-  41 27 33.     (N)    080 52 07.     (W)     SCALED    
 MB0636* NAVD 88     -       263.259  (meters)     863.71   (feet)  ADJUSTED  
 MB0636  ___________________________________________________________________
 MB0636  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0636  DYNAMIC HT  -         263.153 (meters)     863.36  (feet)  COMP
 MB0636  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 MB0636
 MB0636  VERT ORDER  -  SECOND    CLASS 0
 MB0636
 MB0636.The horizontal coordinates were scaled from a topographic map and have
 MB0636.an estimated accuracy of +/- 6 seconds.
 MB0636
 MB0636.The orthometric height was determined by differential leveling
 MB0636.and adjusted by the National Geodetic Survey in June 1991..
 MB0636
 MB0636.The geoid height was determined by GEOID03.
 MB0636
 MB0636.The dynamic height is computed by dividing the NAVD 88
 MB0636.geopotential number by the normal gravity value computed on the
 MB0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0636.degrees latitude (g = 980.6199 gals.).
 MB0636
 MB0636.The modeled gravity was interpolated from observed gravity values.
 MB0636
 MB0636;                    North         East    Units  Estimated Accuracy
 MB0636;SPC OH N     -   200,330.      736,290.      MT  (+/- 180 meters Scaled)
 MB0636
 MB0636                          SUPERSEDED SURVEY CONTROL
 MB0636
 MB0636  NGVD 29 (??/??/92)  263.442  (m)          864.31   (f) ADJ UNCH    2 0
 MB0636
 MB0636.Superseded values are not recommended for survey control.
 MB0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0636.See file dsdata.txt to determine how the superseded data were derived.
 MB0636
 MB0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF109897(NAD 83)
 MB0636_MARKER: DD = SURVEY DISK
 MB0636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0636_SP_SET: BRIDGE
 MB0636_STAMPING: 37 1935
 MB0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0636
 MB0636  HISTORY     - Date     Condition        Report By
 MB0636  HISTORY     - 1935     MONUMENTED       DOD
 MB0636  HISTORY     - 1950     GOOD             NGS
 MB0636  HISTORY     - 19900706 MARK NOT FOUND   OHDT
 MB0636
 MB0636                          STATION DESCRIPTION
 MB0636
 MB0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0636'0.2 MI S FROM NORTH BLOOMFIELD.
 MB0636'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 45 FROM THE SOUTH END
 MB0636'OF THE PARK AT NORTH BLOOMFIELD, IN BRIDGE TR - 45 - 237, WHICH
 MB0636'IS THE FIRST BRIDGE SOUTH OF NORTH BLOOMFIELD.  IT IS IN THE TOP
 MB0636'OF THE SOUTHWEST WINGWALL OF THE BRIDGE AND ABOUT LEVEL WITH
 MB0636'THE HIGHWAY.  A U.S. ENGINEER DEPT. DISK CEMENTED IN A DRILLED
 MB0636'HOLE.
 MB0636
 MB0636                          STATION RECOVERY (1990)
 MB0636
 MB0636'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (JF)
 MB0636'------ REPORT BY ODOT ---------1990--------- CONDITION - UNKNOWN ----
 MB0636'NOTE*BRIDGE WING WALLS REPLACED BY CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1231 ***********************************************************************
 KY1231  DESIGNATION -  37
 KY1231  PID         -  KY1231
 KY1231  STATE/COUNTY-  OH/TUSCARAWAS
 KY1231  USGS QUAD   -  DOVER (1994)
 KY1231
 KY1231                         *CURRENT SURVEY CONTROL
 KY1231  ___________________________________________________________________
 KY1231* NAD 83(1986)-  40 30 39.     (N)    081 28 40.     (W)     SCALED    
 KY1231* NAVD 88     -       269.443  (meters)     884.00   (feet)  ADJUSTED  
 KY1231  ___________________________________________________________________
 KY1231  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KY1231  DYNAMIC HT  -         269.312 (meters)     883.57  (feet)  COMP
 KY1231  MODELED GRAV-     980,130.8   (mgal)                       NAVD 88
 KY1231
 KY1231  VERT ORDER  -  FIRST     CLASS II
 KY1231
 KY1231.The horizontal coordinates were scaled from a topographic map and have
 KY1231.an estimated accuracy of +/- 6 seconds.
 KY1231
 KY1231.The orthometric height was determined by differential leveling
 KY1231.and adjusted by the National Geodetic Survey in June 1991..
 KY1231
 KY1231.The geoid height was determined by GEOID03.
 KY1231
 KY1231.The dynamic height is computed by dividing the NAVD 88
 KY1231.geopotential number by the normal gravity value computed on the
 KY1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1231.degrees latitude (g = 980.6199 gals.).
 KY1231
 KY1231.The modeled gravity was interpolated from observed gravity values.
 KY1231
 KY1231;                    North         East    Units  Estimated Accuracy
 KY1231;SPC OH N     -    94,250.      686,630.      MT  (+/- 180 meters Scaled)
 KY1231
 KY1231                          SUPERSEDED SURVEY CONTROL
 KY1231
 KY1231  NGVD 29 (??/??/92)  269.650  (m)          884.68   (f) ADJ UNCH    1 2
 KY1231
 KY1231.Superseded values are not recommended for survey control.
 KY1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1231.See file dsdata.txt to determine how the superseded data were derived.
 KY1231
 KY1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME595845(NAD 83)
 KY1231_MARKER: B = BOLT
 KY1231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1231_SP_SET: ABUTMENT
 KY1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1231
 KY1231  HISTORY     - Date     Condition        Report By
 KY1231  HISTORY     - UNK      MONUMENTED       BORR
 KY1231  HISTORY     - 1959     GOOD             NGS
 KY1231
 KY1231                          STATION DESCRIPTION
 KY1231
 KY1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1231'0.4 MI SE FROM DOVER.
 KY1231'AT DOVER, TUSCARAWAS COUNTY, ABOUT 0.4 MILE SOUTHEAST ALONG THE
 KY1231'BALTIMORE AND OHIO RAILROAD FROM THE PASSENGER STATION, AT POLE
 KY1231'72+18, AT BRIDGE 30 OVER TUSCARAWAS RIVER, IN THE TOP OF THE EAST
 KY1231'CORNER OF THE BACKWALL OF THE NORTHEAST ABUTMENT, AND 1.2 FEET
 KY1231'FROM EITHER EDGE.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0416 ***********************************************************************
 JZ0416  DESIGNATION -  37
 JZ0416  PID         -  JZ0416
 JZ0416  STATE/COUNTY-  OH/HAMILTON
 JZ0416  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0416
 JZ0416                         *CURRENT SURVEY CONTROL
 JZ0416  ___________________________________________________________________
 JZ0416* NAD 83(1986)-  39 08 15.     (N)    084 28 33.     (W)     SCALED    
 JZ0416* NAVD 88     -       237.186  (meters)     778.17   (feet)  ADJUSTED  
 JZ0416  ___________________________________________________________________
 JZ0416  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0416  DYNAMIC HT  -         237.036 (meters)     777.68  (feet)  COMP
 JZ0416  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JZ0416
 JZ0416  VERT ORDER  -  FIRST     CLASS II
 JZ0416
 JZ0416.The horizontal coordinates were scaled from a topographic map and have
 JZ0416.an estimated accuracy of +/- 6 seconds.
 JZ0416
 JZ0416.The orthometric height was determined by differential leveling
 JZ0416.and adjusted by the National Geodetic Survey in June 1991..
 JZ0416
 JZ0416.The geoid height was determined by GEOID03.
 JZ0416
 JZ0416.The dynamic height is computed by dividing the NAVD 88
 JZ0416.geopotential number by the normal gravity value computed on the
 JZ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0416.degrees latitude (g = 980.6199 gals.).
 JZ0416
 JZ0416.The modeled gravity was interpolated from observed gravity values.
 JZ0416
 JZ0416;                    North         East    Units  Estimated Accuracy
 JZ0416;SPC OH S     -   128,150.      429,200.      MT  (+/- 180 meters Scaled)
 JZ0416
 JZ0416                          SUPERSEDED SURVEY CONTROL
 JZ0416
 JZ0416  NGVD 29 (08/25/92)  237.360  (m)          778.74   (f) ADJUSTED    1 2
 JZ0416
 JZ0416.Superseded values are not recommended for survey control.
 JZ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0416.See file dsdata.txt to determine how the superseded data were derived.
 JZ0416
 JZ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ181350(NAD 83)
 JZ0416_MARKER: DB = BENCH MARK DISK
 JZ0416_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ0416_SP_SET: SET IN STONE STEPS
 JZ0416_STAMPING: 37
 JZ0416_MARK LOGO: OH1610
 JZ0416_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0416+STABILITY: SURFACE MOTION
 JZ0416
 JZ0416  HISTORY     - Date     Condition        Report By
 JZ0416  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0416  HISTORY     - 1947     GOOD             NGS
 JZ0416  HISTORY     - 19900420 GOOD             WOOLPT
 JZ0416  HISTORY     - 19911125 GOOD             WOOLPT
 JZ0416
 JZ0416                          STATION DESCRIPTION
 JZ0416
 JZ0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0416'AT CINCINNATI.
 JZ0416'GILBERT AVENUE AND WOODBURN AVENUE, SOUTHWEST CORNER.  DISK SET
 JZ0416'IN TOP OF FIRST STONE BELOW DOORSTEP OF ENTRANCE TO 1-STORY
 JZ0416'BRICK BUILDING (OCCUPIED BY FENTON DRY CLEANING COMPANY), 36.7
 JZ0416'FEET SOUTHWEST OF POINT OF INTERSECTION FORMED BY EAST CURB LINE
 JZ0416'OF GILBERT AVENUE AND WEST CURB LINE OF WOODBURN AVENUE.  BENCH
 JZ0416'MARK IS 11.5 FEET SOUTHEAST OF WEST LINE OF GILBERT AVENUE AND
 JZ0416'ABOUT 2.0 FEET ABOVE CEMENT WALK.
 JZ0416
 JZ0416                          STATION RECOVERY (1990)
 JZ0416
 JZ0416'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0416'RECOVERED IN GOOD CONDITION.
 JZ0416
 JZ0416                          STATION RECOVERY (1991)
 JZ0416
 JZ0416'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0730 ***********************************************************************
 JY0730  DESIGNATION -  37 WSM
 JY0730  PID         -  JY0730
 JY0730  STATE/COUNTY-  OH/FRANKLIN
 JY0730  USGS QUAD   -  LOCKBOURNE (1992)
 JY0730
 JY0730                         *CURRENT SURVEY CONTROL
 JY0730  ___________________________________________________________________
 JY0730* NAD 83(1986)-  39 49 49.     (N)    082 56 40.     (W)     SCALED    
 JY0730* NAVD 88     -       226.790  (meters)     744.06   (feet)  ADJUSTED  
 JY0730  ___________________________________________________________________
 JY0730  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JY0730  DYNAMIC HT  -         226.660 (meters)     743.63  (feet)  COMP
 JY0730  MODELED GRAV-     980,047.5   (mgal)                       NAVD 88
 JY0730
 JY0730  VERT ORDER  -  FIRST     CLASS I
 JY0730
 JY0730.The horizontal coordinates were scaled from a topographic map and have
 JY0730.an estimated accuracy of +/- 6 seconds.
 JY0730
 JY0730.The orthometric height was determined by differential leveling
 JY0730.and adjusted by the National Geodetic Survey in June 1991..
 JY0730
 JY0730.The geoid height was determined by GEOID03.
 JY0730
 JY0730.The dynamic height is computed by dividing the NAVD 88
 JY0730.geopotential number by the normal gravity value computed on the
 JY0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0730.degrees latitude (g = 980.6199 gals.).
 JY0730
 JY0730.The modeled gravity was interpolated from observed gravity values.
 JY0730
 JY0730;                    North         East    Units  Estimated Accuracy
 JY0730;SPC OH S     -   203,280.      561,960.      MT  (+/- 180 meters Scaled)
 JY0730
 JY0730                          SUPERSEDED SURVEY CONTROL
 JY0730
 JY0730  NGVD 29 (??/??/92)  226.966  (m)          744.64   (f) ADJ UNCH    1 1
 JY0730
 JY0730.Superseded values are not recommended for survey control.
 JY0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0730.See file dsdata.txt to determine how the superseded data were derived.
 JY0730
 JY0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE336107(NAD 83)
 JY0730_MARKER: DD = SURVEY DISK
 JY0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0730_STAMPING: 37 WSM 1953 745
 JY0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0730+STABILITY: SURFACE MOTION
 JY0730
 JY0730  HISTORY     - Date     Condition        Report By
 JY0730  HISTORY     - 1953     MONUMENTED       USGS
 JY0730  HISTORY     - 1967     GOOD             NGS
 JY0730
 JY0730                          STATION DESCRIPTION
 JY0730
 JY0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0730'2 MI NE FROM LOCKBOURNE.
 JY0730'ABOUT 1.55 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0730'FROM THE OVERPASS OVER CANAL ROAD AT LOCKBOURNE, THENCE 0.5
 JY0730'MILE EAST ALONG STATE HIGHWAY 665, AT THE INTERSECTION OF SHOOK
 JY0730'ROAD, 88 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 65
 JY0730'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 55 FEET EAST
 JY0730'OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A FENCE FOR
 JY0730'THE LOCKBOURNE AIR FORCE BASE, 2.5 FEET NORTH OF A METAL WITNESS
 JY0730'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 JY0730'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- MARK MAY BE REACHED
 JY0730'BY GOING 0.5 MILE NORTH ALONG SHOOK ROAD FROM THE INTERSECTION
 JY0730'OF C AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0716 ***********************************************************************
 JZ0716  DESIGNATION -  374
 JZ0716  PID         -  JZ0716
 JZ0716  STATE/COUNTY-  OH/HAMILTON
 JZ0716  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0716
 JZ0716                         *CURRENT SURVEY CONTROL
 JZ0716  ___________________________________________________________________
 JZ0716* NAD 83(1986)-  39 07 39.     (N)    084 33 12.     (W)     SCALED    
 JZ0716* NAVD 88     -       173.169  (meters)     568.14   (feet)  ADJUSTED  
 JZ0716  ___________________________________________________________________
 JZ0716  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0716  DYNAMIC HT  -         173.059 (meters)     567.78  (feet)  COMP
 JZ0716  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 JZ0716
 JZ0716  VERT ORDER  -  FIRST     CLASS II
 JZ0716
 JZ0716.The horizontal coordinates were scaled from a topographic map and have
 JZ0716.an estimated accuracy of +/- 6 seconds.
 JZ0716
 JZ0716.The orthometric height was determined by differential leveling
 JZ0716.and adjusted by the National Geodetic Survey in June 1991..
 JZ0716
 JZ0716.The geoid height was determined by GEOID03.
 JZ0716
 JZ0716.The dynamic height is computed by dividing the NAVD 88
 JZ0716.geopotential number by the normal gravity value computed on the
 JZ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0716.degrees latitude (g = 980.6199 gals.).
 JZ0716
 JZ0716.The modeled gravity was interpolated from observed gravity values.
 JZ0716
 JZ0716;                    North         East    Units  Estimated Accuracy
 JZ0716;SPC OH S     -   127,190.      422,470.      MT  (+/- 180 meters Scaled)
 JZ0716
 JZ0716                          SUPERSEDED SURVEY CONTROL
 JZ0716
 JZ0716  NGVD 29 (??/??/92)  173.345  (m)          568.72   (f) ADJ UNCH    1 2
 JZ0716
 JZ0716.Superseded values are not recommended for survey control.
 JZ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0716.See file dsdata.txt to determine how the superseded data were derived.
 JZ0716
 JZ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ114337(NAD 83)
 JZ0716_MARKER: DD = SURVEY DISK
 JZ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0716_STAMPING: 374
 JZ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0716+STABILITY: SURFACE MOTION
 JZ0716
 JZ0716  HISTORY     - Date     Condition        Report By
 JZ0716  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0716  HISTORY     - 1947     GOOD             NGS
 JZ0716  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ0716
 JZ0716                          STATION DESCRIPTION
 JZ0716
 JZ0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0716'AT CINCINNATI.
 JZ0716'ON THE NORTHEAST CORNER OF THE INTERSECTION OF HARRISON AVENUE
 JZ0716'AND TREMONT AVENUE, OPPOSITE RANKIN STREET STEPS.  DISK ON MONUMENT
 JZ0716'ON NORTH SIDE OF HARRISON AVENUE BETWEEN WALK AND PROPERTY LINE,
 JZ0716'8.1 FEET NORTH OF THE NORTH CURB LINE AND 6.0 FEET WEST OF THE
 JZ0716'CENTERLINE OF RANKIN STREET STEPS.
 JZ0716
 JZ0716                          STATION RECOVERY (2004)
 JZ0716
 JZ0716'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0716'BELIEVED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0535 ***********************************************************************
 MB0535  DESIGNATION -  375
 MB0535  PID         -  MB0535
 MB0535  STATE/COUNTY-  OH/MAHONING
 MB0535  USGS QUAD   -  CAMPBELL (1979)
 MB0535
 MB0535                         *CURRENT SURVEY CONTROL
 MB0535  ___________________________________________________________________
 MB0535* NAD 83(1986)-  41 03 17.     (N)    080 34 33.     (W)     SCALED    
 MB0535* NAVD 88     -       252.669  (meters)     828.96   (feet)  ADJUSTED  
 MB0535  ___________________________________________________________________
 MB0535  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 MB0535  DYNAMIC HT  -         252.551 (meters)     828.58  (feet)  COMP
 MB0535  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 MB0535
 MB0535  VERT ORDER  -  FIRST     CLASS II
 MB0535
 MB0535.The horizontal coordinates were scaled from a topographic map and have
 MB0535.an estimated accuracy of +/- 6 seconds.
 MB0535
 MB0535.The orthometric height was determined by differential leveling
 MB0535.and adjusted by the National Geodetic Survey in June 1991..
 MB0535
 MB0535.The geoid height was determined by GEOID03.
 MB0535
 MB0535.The dynamic height is computed by dividing the NAVD 88
 MB0535.geopotential number by the normal gravity value computed on the
 MB0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0535.degrees latitude (g = 980.6199 gals.).
 MB0535
 MB0535.The modeled gravity was interpolated from observed gravity values.
 MB0535
 MB0535;                    North         East    Units  Estimated Accuracy
 MB0535;SPC OH N     -   155,920.      761,730.      MT  (+/- 180 meters Scaled)
 MB0535
 MB0535                          SUPERSEDED SURVEY CONTROL
 MB0535
 MB0535  NGVD 29 (??/??/92)  252.841  (m)          829.53   (f) ADJ UNCH    1 2
 MB0535
 MB0535.Superseded values are not recommended for survey control.
 MB0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0535.See file dsdata.txt to determine how the superseded data were derived.
 MB0535
 MB0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF356449(NAD 83)
 MB0535_MARKER: B = BOLT
 MB0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0535_SP_SET: ABUTMENT
 MB0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0535
 MB0535  HISTORY     - Date     Condition        Report By
 MB0535  HISTORY     - UNK      MONUMENTED       BORR
 MB0535  HISTORY     - 1950     GOOD             NGS
 MB0535
 MB0535                          STATION DESCRIPTION
 MB0535
 MB0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0535'NEAR STRUTHERS.
 MB0535'ABOUT 500 FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 289
 MB0535'AND THE STRUTHERS- NEW CASTLE ROAD, ACROSS THE TRACK FROM THE
 MB0535'BALTIMORE AND OHIO TRACKS FROM MILE POST 70- 27.  IT IS IN THE
 MB0535'EAST END OF THE SOUTHEAST ABUTMENT OF BRIDGE 20 AND IS ABOUT 5
 MB0535'FEET BELOW THE LEVEL OF THE TRACK.  THE MARK IS A COPPER BOLT
 MB0535'CEMENTED IN A DRILLED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0684 ***********************************************************************
 JZ0684  DESIGNATION -  379
 JZ0684  PID         -  JZ0684
 JZ0684  STATE/COUNTY-  OH/HAMILTON
 JZ0684  USGS QUAD   -  COVINGTON (1987)
 JZ0684
 JZ0684                         *CURRENT SURVEY CONTROL
 JZ0684  ___________________________________________________________________
 JZ0684* NAD 83(1986)-  39 05 12.     (N)    084 34 27.     (W)     SCALED    
 JZ0684* NAVD 88     -       163.633  (meters)     536.85   (feet)  ADJUSTED  
 JZ0684  ___________________________________________________________________
 JZ0684  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0684  DYNAMIC HT  -         163.530 (meters)     536.51  (feet)  COMP
 JZ0684  MODELED GRAV-     979,999.2   (mgal)                       NAVD 88
 JZ0684
 JZ0684  VERT ORDER  -  FIRST     CLASS II
 JZ0684
 JZ0684.The horizontal coordinates were scaled from a topographic map and have
 JZ0684.an estimated accuracy of +/- 6 seconds.
 JZ0684
 JZ0684.The orthometric height was determined by differential leveling
 JZ0684.and adjusted by the National Geodetic Survey in June 1991..
 JZ0684
 JZ0684.The geoid height was determined by GEOID03.
 JZ0684
 JZ0684.The dynamic height is computed by dividing the NAVD 88
 JZ0684.geopotential number by the normal gravity value computed on the
 JZ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0684.degrees latitude (g = 980.6199 gals.).
 JZ0684
 JZ0684.The modeled gravity was interpolated from observed gravity values.
 JZ0684
 JZ0684;                    North         East    Units  Estimated Accuracy
 JZ0684;SPC OH S     -   122,700.      420,570.      MT  (+/- 180 meters Scaled)
 JZ0684
 JZ0684                          SUPERSEDED SURVEY CONTROL
 JZ0684
 JZ0684  NGVD 29 (??/??/92)  163.811  (m)          537.44   (f) ADJ UNCH    1 2
 JZ0684
 JZ0684.Superseded values are not recommended for survey control.
 JZ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0684.See file dsdata.txt to determine how the superseded data were derived.
 JZ0684
 JZ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ098291(NAD 83)
 JZ0684_MARKER: DD = SURVEY DISK
 JZ0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0684_STAMPING: 379 1947
 JZ0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0684+STABILITY: SURFACE MOTION
 JZ0684
 JZ0684  HISTORY     - Date     Condition        Report By
 JZ0684  HISTORY     - 1947     MONUMENTED       OH1610
 JZ0684  HISTORY     - 1947     GOOD             NGS
 JZ0684  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0684
 JZ0684                          STATION DESCRIPTION
 JZ0684
 JZ0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0684'AT CINCINNATI.
 JZ0684'AT CINCINNATI, ALONG RIVER ROAD IN THE 3100 BLOCK, 230 FEET WEST
 JZ0684'OF NORMAN AVENUE, 1.5 FT SOUTH OF THE SOUTH CURB OF RIVER ROAD,
 JZ0684'6.8 FEET WEST OF THE EAST LINE OF A TWO-STORY FRAME HOUSE 3165.  A
 JZ0684'CONCRETE POST SET FLUSH WITH GROUND.
 JZ0684
 JZ0684                          STATION RECOVERY (1986)
 JZ0684
 JZ0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1492 ***********************************************************************
 JX1492  DESIGNATION -  38
 JX1492  PID         -  JX1492
 JX1492  STATE/COUNTY-  OH/MORGAN
 JX1492  USGS QUAD   -  ROKEBY LOCK (1994)
 JX1492
 JX1492                         *CURRENT SURVEY CONTROL
 JX1492  ___________________________________________________________________
 JX1492* NAD 83(1986)-  39 43 53.     (N)    081 54 38.     (W)     SCALED    
 JX1492* NAVD 88     -       209.847  (meters)     688.47   (feet)  ADJUSTED  
 JX1492  ___________________________________________________________________
 JX1492  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JX1492  DYNAMIC HT  -         209.728 (meters)     688.08  (feet)  COMP
 JX1492  MODELED GRAV-     980,051.9   (mgal)                       NAVD 88
 JX1492
 JX1492  VERT ORDER  -  FIRST     CLASS II
 JX1492
 JX1492.The horizontal coordinates were scaled from a topographic map and have
 JX1492.an estimated accuracy of +/- 6 seconds.
 JX1492
 JX1492.The orthometric height was determined by differential leveling
 JX1492.and adjusted by the National Geodetic Survey in June 1991..
 JX1492
 JX1492.The geoid height was determined by GEOID03.
 JX1492
 JX1492.The dynamic height is computed by dividing the NAVD 88
 JX1492.geopotential number by the normal gravity value computed on the
 JX1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1492.degrees latitude (g = 980.6199 gals.).
 JX1492
 JX1492.The modeled gravity was interpolated from observed gravity values.
 JX1492
 JX1492;                    North         East    Units  Estimated Accuracy
 JX1492;SPC OH S     -   192,370.      650,530.      MT  (+/- 180 meters Scaled)
 JX1492
 JX1492                          SUPERSEDED SURVEY CONTROL
 JX1492
 JX1492  NGVD 29 (??/??/92)  210.055  (m)          689.16   (f) ADJ UNCH    1 2
 JX1492
 JX1492.Superseded values are not recommended for survey control.
 JX1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1492.See file dsdata.txt to determine how the superseded data were derived.
 JX1492
 JX1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD219983(NAD 83)
 JX1492_MARKER: DD = SURVEY DISK
 JX1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1492_STAMPING: 38
 JX1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1492+STABILITY: SURFACE MOTION
 JX1492
 JX1492  HISTORY     - Date     Condition        Report By
 JX1492  HISTORY     - UNK      MONUMENTED       DOD
 JX1492  HISTORY     - 1959     GOOD             NGS
 JX1492
 JX1492                          STATION DESCRIPTION
 JX1492
 JX1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX1492'7.2 MI NW FROM MALTA.
 JX1492'ABOUT 7.25 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1492'FROM THE STATION AT MALTA, 0.6 MILE NORTH OF RAILROAD BRIDGE 427
 JX1492'OVER ISLAND RUN, 0.35 MILE SOUTHEAST OF STATION SIGN EAGLEPORT,
 JX1492'IN SECTION 36, T-10-N, R-13-W, ACROSS THE TRACK FROM POINT BETWEEN
 JX1492'MILEPOLES 17+17 AND 17+18, 132 YARDS NORTHWEST OF A CONCRETE
 JX1492'WHISTLE POST, 18.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND AT
 JX1492'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHWEST AND EAST,
 JX1492'2 1/2 FEET NORTHEAST OF A WIRE FENCE, 65 1/2 FEET WEST OF AND
 JX1492'ACROSS THE TRACK FROM MILEPOLE 17+18, 1 FOOT SOUTHEAST OF A STEEL
 JX1492'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 JX1492'IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0670 ***********************************************************************
 MB0670  DESIGNATION -  38 DWP
 MB0670  PID         -  MB0670
 MB0670  STATE/COUNTY-  OH/TRUMBULL
 MB0670  USGS QUAD   -  SOUTHINGTON (1994)
 MB0670
 MB0670                         *CURRENT SURVEY CONTROL
 MB0670  ___________________________________________________________________
 MB0670* NAD 83(1986)-  41 15 44.     (N)    080 52 29.     (W)     SCALED    
 MB0670* NAVD 88     -       276.335  (meters)     906.61   (feet)  ADJUSTED  
 MB0670  ___________________________________________________________________
 MB0670  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB0670  DYNAMIC HT  -         276.217 (meters)     906.22  (feet)  COMP
 MB0670  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 MB0670
 MB0670  VERT ORDER  -  SECOND    CLASS 0
 MB0670
 MB0670.The horizontal coordinates were scaled from a topographic map and have
 MB0670.an estimated accuracy of +/- 6 seconds.
 MB0670
 MB0670.The orthometric height was determined by differential leveling
 MB0670.and adjusted by the National Geodetic Survey in June 1991..
 MB0670
 MB0670.The geoid height was determined by GEOID03.
 MB0670
 MB0670.The dynamic height is computed by dividing the NAVD 88
 MB0670.geopotential number by the normal gravity value computed on the
 MB0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0670.degrees latitude (g = 980.6199 gals.).
 MB0670
 MB0670.The modeled gravity was interpolated from observed gravity values.
 MB0670
 MB0670;                    North         East    Units  Estimated Accuracy
 MB0670;SPC OH N     -   178,450.      736,180.      MT  (+/- 180 meters Scaled)
 MB0670
 MB0670                          SUPERSEDED SURVEY CONTROL
 MB0670
 MB0670  NGVD 29 (??/??/92)  276.51   (m)          907.2    (f) COMPUTED    2 0
 MB0670
 MB0670.Superseded values are not recommended for survey control.
 MB0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0670.See file dsdata.txt to determine how the superseded data were derived.
 MB0670
 MB0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF104678(NAD 83)
 MB0670_MARKER: DD = SURVEY DISK
 MB0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0670_STAMPING: TT 38 DWP 1950
 MB0670_MARK LOGO: USGS  
 MB0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0670+STABILITY: SURFACE MOTION
 MB0670
 MB0670  HISTORY     - Date     Condition        Report By
 MB0670  HISTORY     - 1950     MONUMENTED       USGS
 MB0670  HISTORY     - 1950     GOOD             CGS
 MB0670
 MB0670                          STATION DESCRIPTION
 MB0670
 MB0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0670'3.5 MI NW FROM WARREN.
 MB0670'ABOUT 3.5 MILES NORTHWEST ALONG U.S. HIGHWAY 422 FROM THE
 MB0670'TRUMBULL COUNTY COURTHOUSE AT WARREN, ABOUT 100 YARDSS NORTHWEST
 MB0670'OF THE BEGINNING OF THE DUAL LANE HIGHWAY, AT A FARM ROAD LEADING
 MB0670'WEST.  IT IS 34.5 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST
 MB0670'BOUND LANE OF THE HIGHWAY, 16.4 FEET NORTH OF THE CENTERLINE OF
 MB0670'THE FARM ROAD, 3.8 FEET WEST OF A POLE AND ABOUT 2 FEET BELOW
 MB0670'THE LEVEL OF THE HIGHWAY.  A USGS DISK SET IN THE TOP OF A
 MB0670'PRECAST CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1968 ***********************************************************************
 KZ1968  DESIGNATION -  38 FJH USGS 1959
 KZ1968  PID         -  KZ1968
 KZ1968  STATE/COUNTY-  OH/CRAWFORD
 KZ1968  USGS QUAD   -  CALEDONIA (1973)
 KZ1968
 KZ1968                         *CURRENT SURVEY CONTROL
 KZ1968  ___________________________________________________________________
 KZ1968* NAD 83(1995)-  40 44 47.37853(N)    082 59 29.70488(W)     ADJUSTED  
 KZ1968* NAVD 88     -       309.03   (+/-2cm)    1013.9    (feet)  VERTCON   
 KZ1968  ___________________________________________________________________
 KZ1968  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 KZ1968  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KZ1968
 KZ1968  HORZ ORDER  -  SECOND
 KZ1968  VERT ORDER  -  THIRD ? (See Below)
 KZ1968
 KZ1968.The horizontal coordinates were established by classical geodetic methods
 KZ1968.and adjusted by the National Geodetic Survey in April 1998..
 KZ1968
 KZ1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1968.The vertical order pertains to the NGVD 29 superseded value.
 KZ1968
 KZ1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1968
 KZ1968.The geoid height was determined by GEOID03.
 KZ1968
 KZ1968;                    North         East     Units Scale Factor Converg.
 KZ1968;SPC OH N     -   120,027.412   558,484.469   MT  0.99995477   -0 19 22.6
 KZ1968;UTM  17      - 4,512,523.928   331,859.497   MT  0.99994799   -1 18 00.9
 KZ1968
 KZ1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1968!SPC OH N     -   0.99995695  x   0.99995477  =   0.99991172
 KZ1968!UTM  17      -   0.99995695  x   0.99994799  =   0.99990494
 KZ1968
 KZ1968                          SUPERSEDED SURVEY CONTROL
 KZ1968
 KZ1968  NAD 83(1986)-  40 44 47.38414(N)    082 59 29.71846(W) AD(       ) 2
 KZ1968  NAD 27      -  40 44 47.17529(N)    082 59 30.04366(W) AD(       ) 2
 KZ1968  NGVD 29 (07/19/86)  309.16   (m)         1014.3    (f) LEVELING    3  
 KZ1968
 KZ1968.Superseded values are not recommended for survey control.
 KZ1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1968.See file dsdata.txt to determine how the superseded data were derived.
 KZ1968
 KZ1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3185912524(NAD 83)
 KZ1968_MARKER: Z = SEE DESCRIPTION
 KZ1968_SETTING: 0 = UNSPECIFIED SETTING
 KZ1968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1968
 KZ1968  HISTORY     - Date     Condition        Report By
 KZ1968  HISTORY     - 1959     MONUMENTED       CGS
 KZ1968
 KZ1968                          STATION DESCRIPTION
 KZ1968
 KZ1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1968'THE STATION IS ABOUT 11 MILES WEST OF GALION, 4 MILES SOUTH
 KZ1968'OF BUCYRUS ALONG
 KZ1968'THE EAST SIDE OF STATE HIGHWAY 98, IN THE SOUTHEAST ANGLE OF A
 KZ1968'CROSSROAD.
 KZ1968'
 KZ1968'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED 38
 KZ1968'FJH 1959, SET IN A SQUARE
 KZ1968'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 25 FEET EAST OF THE
 KZ1968'CENTERLINE OF HIGHWAY 98, 42 FEET
 KZ1968'SOUTH OF THE CENTERLINE OF A BLACKTOP ROAD, 2 FEET WEST OF A
 KZ1968'FENCELINE, AND 2 FEET SOUTHWEST OF A
 KZ1968'TELEPHONE POLE.
 KZ1968'
 KZ1968'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CRALL,
 KZ1968'DISTANCE BEING 210.111 METERS
 KZ1968'(689.34 FEET) SOUTH OF STATION CRALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2062 ***********************************************************************
 JX2062  DESIGNATION -  38 KQH
 JX2062  PID         -  JX2062
 JX2062  STATE/COUNTY-  OH/MONROE
 JX2062  USGS QUAD   -  CAMERON (1994)
 JX2062
 JX2062                         *CURRENT SURVEY CONTROL
 JX2062  ___________________________________________________________________
 JX2062* NAD 83(1995)-  39 47 22.84516(N)    080 53 19.94837(W)     ADJUSTED  
 JX2062* NAVD 88     -       410.09   (+/-2cm)    1345.4    (feet)  VERTCON   
 JX2062  ___________________________________________________________________
 JX2062  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 JX2062  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JX2062
 JX2062  HORZ ORDER  -  SECOND
 JX2062  VERT ORDER  -  THIRD ? (See Below)
 JX2062
 JX2062.The horizontal coordinates were established by classical geodetic methods
 JX2062.and adjusted by the National Geodetic Survey in April 1998..
 JX2062
 JX2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2062.The vertical order pertains to the NGVD 29 superseded value.
 JX2062
 JX2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2062
 JX2062.The geoid height was determined by GEOID03.
 JX2062
 JX2062;                    North         East     Units Scale Factor Converg.
 JX2062;SPC OH S     -   199,912.056   737,988.663   MT  0.99996088   +1 01 20.2
 JX2062;UTM  17      - 4,404,419.998   509,514.674   MT  0.99960111   +0 04 16.0
 JX2062
 JX2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2062!SPC OH S     -   0.99994095  x   0.99996088  =   0.99990183
 JX2062!UTM  17      -   0.99994095  x   0.99960111  =   0.99954208
 JX2062
 JX2062                          SUPERSEDED SURVEY CONTROL
 JX2062
 JX2062  NAD 83(1986)-  39 47 22.85239(N)    080 53 19.95595(W) AD(       ) 2
 JX2062  NAD 27      -  39 47 22.59250(N)    080 53 20.61250(W) AD(       ) 2
 JX2062  NGVD 29 (07/19/86)  410.25   (m)         1346.0    (f) LEVELING    3  
 JX2062
 JX2062.Superseded values are not recommended for survey control.
 JX2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2062.See file dsdata.txt to determine how the superseded data were derived.
 JX2062
 JX2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE0951504420(NAD 83)
 JX2062_MARKER: DD = SURVEY DISK
 JX2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2062_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2062_STAMPING: 38 KQH 1957 1346
 JX2062_MARK LOGO: USGS  
 JX2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2062+STABILITY: SURFACE MOTION
 JX2062
 JX2062  HISTORY     - Date     Condition        Report By
 JX2062  HISTORY     - 1963     MONUMENTED       USGS
 JX2062
 JX2062                          STATION DESCRIPTION
 JX2062
 JX2062'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX2062'LOCATED ON CASE RIDGE ABOUT 1-1/2 MILES NORTHWEST OF CLARINGTON,
 JX2062'7 MILES SOUTHWEST
 JX2062'OF POWHATAN POINT AND ON THE PROPERTY OF THE BELL TELEPHONE COMPANY.
 JX2062'IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 JX2062'STATION MARK DISK SET IN THE TOP OF AN 8 BY 8 INCH
 JX2062'CONCRETE POST THAT PROJECTS 2 INCHES AND IS STAMPED KQH
 JX2062'38 1957 1346.  IT IS IN THE
 JX2062'APPROXIMATE CENTER OF THE BASE OF THE RADIO TOWER, 15 FEET SOUTHEAST
 JX2062'OF THE SOUTHEAST CORNER OF A
 JX2062'CONCRETE BLOCK BUILDING AND 22 FEET SOUTH OF THE NORTHEAST CORNER OF
 JX2062'THE CONCRETE BLOCK BUILDING.
 JX2062'
 JX2062'THE TOWER IS A 3 LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED IN
 JX2062'ALTERNATE SECTIONS OF RED AND
 JX2062'WHITE.  IT HAS A BLINKING RED LIGHT AT THE CENTER OF THE TOP AND A
 JX2062'MICRO-DISK ON THE WEST SIDE OF THE TOP.
 JX2062'IT IS OWNED AND OPERATED BY THE BELL TELEPHONE COMPANY.  THE
 JX2062'OVERALL HEIGHT IS 200 FEET.
 JX2062'
 JX2062'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 556 IN CLARINGTON,
 JX2062'GO NORTHWEST ON HIGHWAY 556 FOR
 JX2062'2.05 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST ON A
 JX2062'GRAVELED ROAD FOR 0.15 MILE TO THE
 JX2062'STATION ON THE LEFT.
 JX2062'
 JX2062'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CASE THE
 JX2062'DISTANCE BEING 39.692 FEET AND
 JX2062'12.0982 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0207 ***********************************************************************
 JZ0207  DESIGNATION -  385
 JZ0207  PID         -  JZ0207
 JZ0207  STATE/COUNTY-  OH/MONTGOMERY
 JZ0207  USGS QUAD   -  MIAMISBURG (1987)
 JZ0207
 JZ0207                         *CURRENT SURVEY CONTROL
 JZ0207  ___________________________________________________________________
 JZ0207* NAD 83(1986)-  39 39 30.     (N)    084 17 25.     (W)     SCALED    
 JZ0207* NAVD 88     -       213.660  (meters)     700.98   (feet)  ADJUSTED  
 JZ0207  ___________________________________________________________________
 JZ0207  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JZ0207  DYNAMIC HT  -         213.539 (meters)     700.59  (feet)  COMP
 JZ0207  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 JZ0207
 JZ0207  VERT ORDER  -  SECOND    CLASS 0
 JZ0207
 JZ0207.The horizontal coordinates were scaled from a topographic map and have
 JZ0207.an estimated accuracy of +/- 6 seconds.
 JZ0207
 JZ0207.The orthometric height was determined by differential leveling
 JZ0207.and adjusted by the National Geodetic Survey in June 1991..
 JZ0207
 JZ0207.The geoid height was determined by GEOID03.
 JZ0207
 JZ0207.The dynamic height is computed by dividing the NAVD 88
 JZ0207.geopotential number by the normal gravity value computed on the
 JZ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0207.degrees latitude (g = 980.6199 gals.).
 JZ0207
 JZ0207.The modeled gravity was interpolated from observed gravity values.
 JZ0207
 JZ0207;                    North         East    Units  Estimated Accuracy
 JZ0207;SPC OH S     -   185,620.      446,380.      MT  (+/- 180 meters Scaled)
 JZ0207
 JZ0207                          SUPERSEDED SURVEY CONTROL
 JZ0207
 JZ0207  NGVD 29 (??/??/92)  213.853  (m)          701.62   (f) ADJ UNCH    2 0
 JZ0207
 JZ0207.Superseded values are not recommended for survey control.
 JZ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0207.See file dsdata.txt to determine how the superseded data were derived.
 JZ0207
 JZ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ324933(NAD 83)
 JZ0207_MARKER: DD = SURVEY DISK
 JZ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0207_STAMPING: 385
 JZ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0207+STABILITY: SURFACE MOTION
 JZ0207
 JZ0207  HISTORY     - Date     Condition        Report By
 JZ0207  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0207  HISTORY     - 1947     GOOD             NGS
 JZ0207  HISTORY     - 20041123 MARK NOT FOUND   INDIV
 JZ0207
 JZ0207                          STATION DESCRIPTION
 JZ0207
 JZ0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0207'2 MI SE FROM ELLERTON.
 JZ0207'0.5 MILES SOUTH ALONG UNION ROAD FROM THE INTERSECTION OF STATE
 JZ0207'HIGHWAY 4 AT ELLERTON, THENCE ABOUT 1.15 MILES SOUTHEAST ALONG
 JZ0207'BEAR CREEK ROAD, THENCE ABOUT 0.3 MILE EAST ALONG MANNING ROAD,
 JZ0207'AT THE T JUNCTION OF SOLDIERS HOME-MIAMISBURG ROAD (NORTH-SOUTH),
 JZ0207'18 FEET SOUTH OF THE CENTER LINE OF MANNING ROAD, 17 FEET WEST
 JZ0207'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 4.5 FEET SOUTHEAST
 JZ0207'OF A FENCE CORNER, 1 FOOT WEST OF THE EAST END OF A CONCRETE
 JZ0207'RETAINING WALL ALONG MANNING ROAD, 1 FOOT NORTH OF A WHITE WOODEN
 JZ0207'WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A
 JZ0207'CONCRETE POST PROJECTING 6 INCHES.
 JZ0207
 JZ0207                          STATION RECOVERY (2004)
 JZ0207
 JZ0207'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6069 ***********************************************************************
 AB6069  CBN         -  This is a Cooperative Base Network Control Station.
 AB6069  PACS        -  This is a Primary Airport Control Station.
 AB6069  DESIGNATION -  38D A
 AB6069  PID         -  AB6069
 AB6069  STATE/COUNTY-  OH/MAHONING
 AB6069  USGS QUAD   -  SALEM (1994)
 AB6069
 AB6069                         *CURRENT SURVEY CONTROL
 AB6069  ___________________________________________________________________
 AB6069* NAD 83(1995)-  40 56 54.39676(N)    080 51 45.86672(W)     ADJUSTED  
 AB6069* NAVD 88     -       351.87   (meters)    1154.4    (feet)  GPS OBS   
 AB6069  ___________________________________________________________________
 AB6069  X           -     766,144.892 (meters)                     COMP
 AB6069  Y           -  -4,763,365.200 (meters)                     COMP
 AB6069  Z           -   4,158,308.856 (meters)                     COMP
 AB6069  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AB6069  ELLIP HEIGHT-         318.06  (meters)          (03/08/05) GPS OBS
 AB6069  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 AB6069
 AB6069  HORZ ORDER  -  B
 AB6069  ELLP ORDER  -  FOURTH    CLASS II
 AB6069
 AB6069.This mark is at Salem Airpark Inc  (38D)
 AB6069
 AB6069.The horizontal coordinates were established by GPS observations
 AB6069.and adjusted by the National Geodetic Survey in August 1996..
 AB6069
 AB6069.The orthometric height was determined by GPS observations and a
 AB6069.high-resolution geoid model.
 AB6069
 AB6069.GPS derived orthometric heights for airport stations designated as
 AB6069.PACS or SACS are published to 2 decimal places.  This maintains
 AB6069.centimeter relative accuracy between the PACS and SACS.  It does
 AB6069.not indicate centimeter accuracy relative to other marks which are
 AB6069.part of the NAVD 88 network.
 AB6069
 AB6069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6069
 AB6069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6069
 AB6069.The ellipsoidal height was determined by GPS observations
 AB6069.and is referenced to NAD 83.
 AB6069
 AB6069.The geoid height was determined by GEOID03.
 AB6069
 AB6069;                    North         East     Units Scale Factor Converg.
 AB6069;SPC OH N     -   143,629.784   737,842.203   MT  0.99994130   +1 04 32.2
 AB6069;UTM  17      - 4,533,042.901   511,552.705   MT  0.99960164   +0 05 23.8
 AB6069
 AB6069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6069!SPC OH N     -   0.99995011  x   0.99994130  =   0.99989141
 AB6069!UTM  17      -   0.99995011  x   0.99960164  =   0.99955177
 AB6069
 AB6069:                Primary Azimuth Mark                     Grid Az
 AB6069:SPC OH N     -  38D C                                    086 38 52.8
 AB6069:UTM  17      -  38D C                                    087 38 01.2
 AB6069
 AB6069|---------------------------------------------------------------------|
 AB6069| PID    Reference Object                     Distance      Geod. Az  |
 AB6069|                                                           dddmmss.s |
 AB6069| AE2055 38D C                               466.990 METERS 0874325.0 |
 AB6069| AE2054 38D B                               440.297 METERS 2701647.7 |
 AB6069|---------------------------------------------------------------------|
 AB6069
 AB6069                          SUPERSEDED SURVEY CONTROL
 AB6069
 AB6069  ELLIP H (08/20/96)  318.07   (m)                       GP(       ) 4 2
 AB6069
 AB6069.Superseded values are not recommended for survey control.
 AB6069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6069.See file dsdata.txt to determine how the superseded data were derived.
 AB6069
 AB6069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1155333043(NAD 83)
 AB6069_MARKER: I = METAL ROD
 AB6069_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6069_STAMPING: 38D A 1995
 AB6069_MARK LOGO: OHDT  
 AB6069_PROJECTION: FLUSH
 AB6069_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6069+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1997
 AB6069_ROD/PIPE-DEPTH: 11.4 meters
 AB6069_SLEEVE-DEPTH  : 0.9 meters
 AB6069
 AB6069  HISTORY     - Date     Condition        Report By
 AB6069  HISTORY     - 1995     MONUMENTED       OHDT
 AB6069  HISTORY     - 19950802 GOOD             NGS
 AB6069  HISTORY     - 19970918 GOOD             NGS
 AB6069
 AB6069                          STATION DESCRIPTION
 AB6069
 AB6069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6069'THE STATION IS LOCATED ABOUT 6.41 KM (4.00 MI) NORTH OF SALEM, AT THE
 AB6069'SALEM AIR PARK.  IN THE GRASS, BETWEEN THE RUNWAY AND TAXI, JUST WEST
 AB6069'OF THE MOST WESTERLY RAMP.  OWNERSHIP--J RALPH SEIDNER AND SON, 11718
 AB6069'SALEM-WARREN ROAD, SALEM, OHIO, 44460.  AIRPORT MANAGER BUD SEIDNER,
 AB6069'PHONE 330-332-4400.  NOTE--THIS STATION WAS SELECTED AS A (PACS) . TO
 AB6069'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 62 AND STATE
 AB6069'HIGHWAYS 45 AND 173 ABOUT 2.0 KM (1.25 MI) WEST OF SALEM, GO NORTHERLY
 AB6069'6.41 KM (4.00 MI) ON HIGHWAY 45, TO THE AIRPORT ENTRANCE ON THE LEFT.
 AB6069'TURN LEFT, WEST, 0.08 KM (0.05 MI) TO THE OFFICE, TURN RIGHT, THEN
 AB6069'LEFT, WESTERLY AROUND OFFICE AND OVER BRIDGE 0.17 KM (0.10 MI) TO THE
 AB6069'TAXI.  TURN RIGHT, WEST, 0.33 KM (0.20 MI) TO THE LAST RAMP TO THE
 AB6069'WEST.  BEAR LEFT, SOUTH, 0.02 KM (0.00 MI) TO THE STATION ON THE
 AB6069'RIGHT.  STATION IS 24.4 M (80.1 FT) NORTH OF THE RUNWAY CENTERLINE,
 AB6069'23.2 M (76.1 FT) WEST OF THE MOST WESTERLY RAMP CENTER, 16.7 M (54.8
 AB6069'FT) SOUTH OF THE TAXI CENTER, 1.0 M (3.3 FT) EAST OF A WITNESS POST,
 AB6069'AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE
 AB6069'DATUM POINT IS THROUGH A 127 MM LOGO CAP.  SLEEVE DEPTH DOES NOT MEET
 AB6069'CLASS A REQUIREMENTS.
 AB6069
 AB6069                          STATION RECOVERY (1997)
 AB6069
 AB6069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB6069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 18SEP1997 (WCW) .  RECOVERED
 AB6069'IN GOOD CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  THE STATION IS
 AB6069'LOCATED ABOUT 5.3 KM (3.30 MI) NORTH FROM SALEM AT THE SALEM AIRPARK,
 AB6069'NEAR MIDFIELD, BETWEEN THE PAVED RUNWAY AND THE WESTERNMOST HANGER.
 AB6069'OWNERSHIP--J RALPH SEIDNER AND SON, 11718 SALEM-WARREN ROAD, SALEM OH
 AB6069'44460.  AIRPORT MANAGER IS RALPH SEIDNER, PHONE 330-332-4400.  TO
 AB6069'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 62 AND STATE HIGHWAY
 AB6069'45 NORTH, WHICH IS 2.9 KM (1.80 MI) NORTH ALONG ELLSWORTH ROAD FROM
 AB6069'STATE HIGHWAY 14 (STATE ROAD) IN SALEM, GO NORTH FOR A TOTAL OF 2.4 KM
 AB6069'(1.50 MI) PASSING STATE HIGHWAY 165 AT 2.1 KM (1.30 MI) TO THE AIRPORT
 AB6069'ENTRANCE ON LEFT.  TURN LEFT AND GO WEST FOR 0.08 KM (0.05 MI) TO A
 AB6069'GATE AHEAD AND A HANGER WITH AIRPORT OFFICE AHEAD.  TURN RIGHT AND GO
 AB6069'NORTH FOR 30.5 M (100.1 FT) TO THE NORTH SIDE OF THE HANGER.  TURN
 AB6069'LEFT TO FOLLOW A TAXIWAY WESTERLY OVER A BRIDGE AND BETWEEN T-HANGERS
 AB6069'FOR 0.5 KM (0.30 MI) TO THE WESTERNMOST CONNECTOR TAXIWAY ON LEFT.
 AB6069'TURN LEFT AND GO SOUTH FOR 53 M (173.9 FT) TO THE STATION ON RIGHT.
 AB6069'THE MARK IS A PUNCH MARK AT TOP CENTER OF A STAINLESS STEEL ROD DRIVEN
 AB6069'TO REFUSAL AT A RECORD LENGTH OF 11.4 M (37.4 FT) IN A 2.5 CM (1 IN)
 AB6069'NONFLUTED GREASED PLASTIC SLEEVED OF RECORD LENGTH OF 0.9 M (3.0 FT)
 AB6069'ENCASED IN A 12.5 CM (5 IN) DIA PVC PIPE WITH OHDT LOGO CAP SURROUNDED
 AB6069'BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE FLUSH WITH THE GROUND.
 AB6069'THE MARK IS RECESSED 10 CM BELOW THE TOP OF THE LOGO CAP. THE STATION
 AB6069'IS LOCATED 24.4 M (80.1 FT) NORTH FROM THE RUNWAY CENTER, 23.2 M (76.1
 AB6069'FT) WEST FROM THE CONNECTOR TAXIWAY CENTER, 16.7 M (54.8 FT) SOUTH
 AB6069'FROM A PARALLEL TAXIWAY CENTER, AND 1.0 M (3.3 FT) EAST FROM A
 AB6069'FIBERGLASS OHDT WITNESS POST.  THE STATION IS 0.5 M (1.6 FT) ABOVE THE
 AB6069'RUNWAY CENTER.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  THIS
 AB6069'STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2054 ***********************************************************************
 AE2054  SACS        -  This is a Secondary Airport Control Station.
 AE2054  DESIGNATION -  38D B
 AE2054  PID         -  AE2054
 AE2054  STATE/COUNTY-  OH/MAHONING
 AE2054  USGS QUAD   -  SALEM (1994)
 AE2054
 AE2054                         *CURRENT SURVEY CONTROL
 AE2054  ___________________________________________________________________
 AE2054* NAD 83(1995)-  40 56 54.46606(N)    080 52 04.69140(W)     ADJUSTED  
 AE2054* NAVD 88     -       352.43   (meters)    1156.3    (feet)  GPS OBS   
 AE2054  ___________________________________________________________________
 AE2054  X           -     765,710.007 (meters)                     COMP
 AE2054  Y           -  -4,763,434.137 (meters)                     COMP
 AE2054  Z           -   4,158,310.838 (meters)                     COMP
 AE2054  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 AE2054  ELLIP HEIGHT-         318.62  (meters)          (10/07/05) GPS OBS
 AE2054  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 AE2054
 AE2054  HORZ ORDER  -  FIRST
 AE2054  ELLP ORDER  -  FOURTH    CLASS I
 AE2054
 AE2054.This mark is at Salem Airpark Inc  (38D)
 AE2054
 AE2054.The horizontal coordinates were established by GPS observations
 AE2054.and adjusted by the National Geodetic Survey in August 1997..
 AE2054
 AE2054.The orthometric height was determined by GPS observations and a
 AE2054.high-resolution geoid model.
 AE2054
 AE2054.GPS derived orthometric heights for airport stations designated as
 AE2054.PACS or SACS are published to 2 decimal places.  This maintains
 AE2054.centimeter relative accuracy between the PACS and SACS.  It does
 AE2054.not indicate centimeter accuracy relative to other marks which are
 AE2054.part of the NAVD 88 network.
 AE2054
 AE2054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2054
 AE2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2054
 AE2054.The ellipsoidal height was determined by GPS observations
 AE2054.and is referenced to NAD 83.
 AE2054
 AE2054.The geoid height was determined by GEOID03.
 AE2054
 AE2054;                    North         East     Units Scale Factor Converg.
 AE2054;SPC OH N     -   143,623.670   737,401.974   MT  0.99994130   +1 04 19.8
 AE2054;UTM  17      - 4,533,044.360   511,112.585   MT  0.99960152   +0 05 11.5
 AE2054
 AE2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2054!SPC OH N     -   0.99995002  x   0.99994130  =   0.99989133
 AE2054!UTM  17      -   0.99995002  x   0.99960152  =   0.99955156
 AE2054
 AE2054:                Primary Azimuth Mark                     Grid Az
 AE2054:SPC OH N     -  38D A                                    089 12 15.5
 AE2054:UTM  17      -  38D A                                    090 11 23.8
 AE2054
 AE2054|---------------------------------------------------------------------|
 AE2054| PID    Reference Object                     Distance      Geod. Az  |
 AE2054|                                                           dddmmss.s |
 AE2054| AB6069 38D A                               440.297 METERS 0901635.3 |
 AE2054|---------------------------------------------------------------------|
 AE2054
 AE2054                          SUPERSEDED SURVEY CONTROL
 AE2054
 AE2054  ELLIP H (08/11/97)  318.63   (m)                       GP(       ) 4 1
 AE2054
 AE2054.Superseded values are not recommended for survey control.
 AE2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2054.See file dsdata.txt to determine how the superseded data were derived.
 AE2054
 AE2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1111333044(NAD 83)
 AE2054_MARKER: DH = HORIZONTAL CONTROL DISK
 AE2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2054_STAMPING: 38D B 1995
 AE2054_MARK LOGO: NGS   
 AE2054_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2054+STABILITY: SURFACE MOTION
 AE2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2054+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1997
 AE2054
 AE2054  HISTORY     - Date     Condition        Report By
 AE2054  HISTORY     - 1995     MONUMENTED       NGS
 AE2054  HISTORY     - 19970918 GOOD             NGS
 AE2054
 AE2054                          STATION DESCRIPTION
 AE2054
 AE2054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE2054'THE STATION IS LOCATED ABOUT 6.41 KM (4.00 MI) NORTH OF SALEM, AT THE
 AE2054'SALEM AIR PARK.  NEAR THE NORTHWEST END OF THE RUNWAY, ON TOP OF A
 AE2054'HILL TO THE NORTH, IN LINE WITH THE EAST EDGE OF THE THRESHOLD BAR AND
 AE2054'2 THRESHOLD LIGHTS.  OWNERSHIP--J.  RALPH SEIDNER AND SON, 11718
 AE2054'SALEM-WARREN ROAD, SALEM, OH.  44460.  AIRPORT MANAGER BUD SEIDNER,
 AE2054'PHONE 216-332-4400.  NOTE--THIS STATION WAS SELECTED AS A (SACS) . TO
 AE2054'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 62 AND STATE
 AE2054'HIGHWAYS 45 AND 173 ABOUT 2.0 KM (1.25 MI) WEST OF SALEM, GO NORTHERLY
 AE2054'6.41 KM (4.00 MI) ON HIGHWAY 45, TO THE AIRPORT ENTRANCE ON THE LEFT.
 AE2054'TURN LEFT, WEST, 0.08 KM (0.05 MI) TO THE OFFICE, TURN RIGHT, THEN
 AE2054'LEFT, WESTERLY AROUND OFFICE AND OVER BRIDGE 0.17 KM (0.10 MI) TO THE
 AE2054'TAXI.  TURN RIGHT, WEST, 0.33 KM (0.20 MI) TO THE LAST RAMP TO THE
 AE2054'WEST.  BEAR LEFT, SOUTH, 0.03 KM (0.00 MI) TO THE RUNWAY.  TURN RIGHT,
 AE2054'WEST, 0.44 KM (0.25 MI) ALONG RUNWAY TO THE STATION ON THE RIGHT.
 AE2054'STATION IS 25.9 M (85.0 FT) NORTH OF THE RUNWAY CENTERLINE, AND IN
 AE2054'LINE WITH THE EAST EDGE OF THE THRESHOLD BAR, 20.9 M (68.6 FT) EAST OF
 AE2054'A WIND TEE, 1.0 M (3.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AE2054'IS 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE RUNWAY AND FLUSH WITH THE
 AE2054'GROUND SURFACE.  BY R.G.  HAYES
 AE2054
 AE2054                          STATION RECOVERY (1997)
 AE2054
 AE2054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE2054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 18SEP1997 (WCW) .  RECOVERED
 AE2054'IN GOOD CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  THE STATION IS
 AE2054'LOCATED ABOUT 5.3 KM (3.30 MI) NORTH FROM SALEM AT THE SALEM AIRPARK,
 AE2054'NEAR THE WEST END OF THE FIELD, NORTH OF THE PAVED RUNWAY AND IN LINE
 AE2054'WITH THE EAST EDGE OF THE DISPLACED THRESHOLD BAR.  OWNERSHIP--J RALPH
 AE2054'SEIDNER AND SON, 11718 SALEM-WARREN ROAD, SALEM OH 44460. AIRPORT
 AE2054'MANAGER IS RALPH SEIDNER, PHONE 330-332-4400.  TO REACH THE STATION
 AE2054'FROM THE JUNCTION OF US HIGHWAY 62 AND STATE HIGHWAY 45 NORTH, WHICH
 AE2054'IS 2.9 KM (1.80 MI) NORTH ALONG ELLSWORTH ROAD FROM STATE HIGHWAY 14
 AE2054'(STATE ROAD) IN SALEM, GO NORTH FOR A TOTAL OF 2.4 KM (1.50 MI)
 AE2054'PASSING STATE HIGHWAY 165 AT 2.1 KM (1.30 MI) TO THE AIRPORT ENTRANCE
 AE2054'ON LEFT.  TURN LEFT AND GO WEST FOR 0.08 KM (0.05 MI) TO A GATE AHEAD
 AE2054'AND A HANGER WITH AIRPORT OFFICE AHEAD.  TURN RIGHT AND GO NORTH FOR
 AE2054'30.5 M (100.1 FT) TO THE NORTH SIDE OF THE HANGER.  TURN LEFT TO
 AE2054'FOLLOW A TAXIWAY WESTERLY OVER A BRIDGE AND BETWEEN T-HANGERS FOR 0.5
 AE2054'KM (0.30 MI) TO THE WESTERNMOST CONNECTOR TAXIWAY ON LEFT.  TURN LEFT
 AE2054'AND GO SOUTH FOR 76.2 M (250.0 FT) TO THE PAVED RUNWAY.  TURN RIGHT
 AE2054'AND GO WEST FOR 0.5 KM (0.30 MI) TO THE DISPLACED THRESHOLD AT
 AE2054'APPROACH 10 LEFT AND THE STATION ON RIGHT.  THE MARK IS A NGS
 AE2054'HORIZONTAL CONTROL DISK IN A 30 CM (12 IN) ROUND CONCRETE MONUMENT.
 AE2054'THE STATION IS LOCATED 25.9 M (85.0 FT) NORTH FROM THE RUNWAY CENTER,
 AE2054'20.9 M (68.6 FT) EAST FROM A WIND TEE, 1.0 M (3.3 FT) SOUTH FROM A
 AE2054'PLASTIC NGS WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND 2.0 M
 AE2054'(6.6 FT) ABOVE THE RUNWAY CENTER.  THIS STATION IS DESIGNATED A
 AE2054'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2055 ***********************************************************************
 AE2055  SACS        -  This is a Secondary Airport Control Station.
 AE2055  DESIGNATION -  38D C
 AE2055  PID         -  AE2055
 AE2055  STATE/COUNTY-  OH/MAHONING
 AE2055  USGS QUAD   -  SALEM (1994)
 AE2055
 AE2055                         *CURRENT SURVEY CONTROL
 AE2055  ___________________________________________________________________
 AE2055* NAD 83(1995)-  40 56 54.99758(N)    080 51 25.91629(W)     ADJUSTED  
 AE2055* NAVD 88     -       353.41   (meters)    1159.5    (feet)  GPS OBS   
 AE2055  ___________________________________________________________________
 AE2055  X           -     766,603.867 (meters)                     COMP
 AE2055  Y           -  -4,763,280.230 (meters)                     COMP
 AE2055  Z           -   4,158,323.865 (meters)                     COMP
 AE2055  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 AE2055  ELLIP HEIGHT-         319.60  (meters)          (10/07/05) GPS OBS
 AE2055  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 AE2055
 AE2055  HORZ ORDER  -  FIRST
 AE2055  ELLP ORDER  -  FOURTH    CLASS I
 AE2055
 AE2055.This mark is at Salem Airpark Inc  (38D)
 AE2055
 AE2055.The horizontal coordinates were established by GPS observations
 AE2055.and adjusted by the National Geodetic Survey in August 1997..
 AE2055
 AE2055.The orthometric height was determined by GPS observations and a
 AE2055.high-resolution geoid model.
 AE2055
 AE2055.GPS derived orthometric heights for airport stations designated as
 AE2055.PACS or SACS are published to 2 decimal places.  This maintains
 AE2055.centimeter relative accuracy between the PACS and SACS.  It does
 AE2055.not indicate centimeter accuracy relative to other marks which are
 AE2055.part of the NAVD 88 network.
 AE2055
 AE2055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2055
 AE2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2055
 AE2055.The ellipsoidal height was determined by GPS observations
 AE2055.and is referenced to NAD 83.
 AE2055
 AE2055.The geoid height was determined by GEOID03.
 AE2055
 AE2055;                    North         East     Units Scale Factor Converg.
 AE2055;SPC OH N     -   143,657.087   738,308.366   MT  0.99994129   +1 04 45.3
 AE2055;UTM  17      - 4,533,062.175   512,019.110   MT  0.99960178   +0 05 36.9
 AE2055
 AE2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2055!SPC OH N     -   0.99994987  x   0.99994129  =   0.99989116
 AE2055!UTM  17      -   0.99994987  x   0.99960178  =   0.99955167
 AE2055
 AE2055:                Primary Azimuth Mark                     Grid Az
 AE2055:SPC OH N     -  38D A                                    266 38 52.7
 AE2055:UTM  17      -  38D A                                    267 38 01.1
 AE2055
 AE2055|---------------------------------------------------------------------|
 AE2055| PID    Reference Object                     Distance      Geod. Az  |
 AE2055|                                                           dddmmss.s |
 AE2055| AB6069 38D A                               466.990 METERS 2674338.0 |
 AE2055|---------------------------------------------------------------------|
 AE2055
 AE2055                          SUPERSEDED SURVEY CONTROL
 AE2055
 AE2055.No superseded survey control is available for this station.
 AE2055
 AE2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1201933062(NAD 83)
 AE2055_MARKER: DD = SURVEY DISK
 AE2055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE2055_SP_SET: CONCRETE AROUND A HAND HOLE
 AE2055_STAMPING: 38D C 1995
 AE2055_MARK LOGO: NGS   
 AE2055_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2055+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1997
 AE2055
 AE2055  HISTORY     - Date     Condition        Report By
 AE2055  HISTORY     - 1995     MONUMENTED       NGS
 AE2055  HISTORY     - 19970918 GOOD             NGS
 AE2055
 AE2055                          STATION DESCRIPTION
 AE2055
 AE2055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE2055'THE STATION IS LOCATED ABOUT 6.41 KM (4.00 MI) NORTH OF SALEM, AT THE
 AE2055'SALEM AIR PARK.  (A 1 AND 3/16 INCH SURVEY DISK) NEAR THE NORTHEAST
 AE2055'END OF THE AIRPORT, BEHIND THE FUEL PUMPS, NEAR THE NORTHEAST CORNER
 AE2055'OF A 4X5 FOOT CONCRETE FUEL FILLING STATION HOUSING.  OWNERSHIP--J.
 AE2055'RALPH SEIDNER AND SON, 11718 SALEM-WARREN ROAD, SALEM, OH.  44460.
 AE2055'AIRPORT MANAGER BUD SEIDNER, PHONE 216-332-4400.  NOTE--DO NOT SMOKE
 AE2055'NEAR THE MARK, 100 OCTANE FUEL FILLING STATION.  THIS STATION WAS
 AE2055'SELECTED AS A (SACS) .  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AE2055'HIGHWAY 62 AND STATE HIGHWAYS 45 AND 173 ABOUT 2.0 KM (1.25 MI) WEST
 AE2055'OF SALEM, GO NORTHERLY 6.41 KM (4.00 MI) ON HIGHWAY 45, TO THE AIRPORT
 AE2055'ENTRANCE ON THE LEFT.  TURN LEFT, WEST, 0.08 KM (0.05 MI) TO THE
 AE2055'OFFICE, AND THE STATION ON THE LEFT BEHIND THE FUEL PUMPS. STATION IS
 AE2055'17.2 M (56.4 FT) NORTH OF THE TAXI CENTER, 15.6 M (51.2 FT) SOUTHEAST
 AE2055'OF THE SOUTHEAST CORNER OF THE MOST EASTERLY HANGAR, 5.4 M (17.7 FT)
 AE2055'EAST OF THE NORTH 1 OF 2 FUEL PUMPS, 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 AE2055'THE TAXI, AND PROJECTING 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  BY
 AE2055'R.G.  HAYES
 AE2055
 AE2055                          STATION RECOVERY (1997)
 AE2055
 AE2055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE2055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 18SEP1997 (WCW) .  RECOVERED
 AE2055'IN GOOD CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  THE STATION IS
 AE2055'LOCATED ABOUT 5.3 KM (3.30 MI) NORTH FROM SALEM AT THE SALEM AIRPARK,
 AE2055'NEAR THE EAST END OF THE FIELD, NORTH OF THE PAVED RUNWAY AT THE FUEL
 AE2055'PUMP.  OWNERSHIP--J RALPH SEIDNER AND SON, 11718 SALEM-WARREN ROAD,
 AE2055'SALEM OH 44460.  AIRPORT MANAGER IS RALPH SEIDNER, PHONE 330-332-4400.
 AE2055'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 62 AND STATE
 AE2055'HIGHWAY 45 NORTH, WHICH IS 2.9 KM (1.80 MI) NORTH ALONG ELLSWORTH ROAD
 AE2055'FROM STATE HIGHWAY 14 (STATE ROAD) IN SALEM, GO NORTH FOR A TOTAL OF
 AE2055'2.4 KM (1.50 MI) PASSING STATE HIGHWAY 165 AT 2.1 KM (1.30 MI) TO THE
 AE2055'AIRPORT ENTRANCE ON LEFT.  TURN LEFT AND GO WEST FOR 0.08 KM (0.05 MI)
 AE2055'TO A GATE AHEAD AND A HANGER WITH AIRPORT OFFICE AHEAD AND THE STATION
 AE2055'ON LEFT.  THE MARK IS A 2.5 CM (1 IN) DIA SURVEY DISK COUNTERSUNK
 AE2055'FLUSH INTO THE NORTHEAST CORNER OF THE 140 CM (55 IN) LONG BY 103 CM
 AE2055'(41 IN) WIDE BY 15 CM (6 IN) THICK CONCRETE SURROUNDING A 80 CM (32
 AE2055'IN) LONG BY 60 CM (24 IN) WIDE BY 32 CM (13 IN) DEEP METAL FUEL TANK
 AE2055'ACCESS WELL FOR A 2000 GALLON UNDERGROUND AIRCRAFT FUEL TANK.  THE
 AE2055'TANK IS IN GRAVEL BEDDING, AND THE ACCESS WELL AND CONCRETE BEARS ON
 AE2055'GRAVEL AND SOIL.  THE STATION IS LOCATED 17.2 M (56.4 FT) NORTH FROM A
 AE2055'PARALLEL TAXIWAY CENTER, 15.6 M (51.2 FT) SOUTHEAST FROM THE SOUTHEAST
 AE2055'CORNER OF A MASONRY BLOCK HANGER, 5.4 M (17.7 FT) EAST FROM THE
 AE2055'NORTHERLY OF TWO FUEL PUMPS.  THE MARK IS 0.1 M (0.3 FT) ABOVE THE
 AE2055'PARALLEL TAXIWAY AND ABOUT FLUSH WITH THE GROUND.  THIS STATION IS
 AE2055'DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0639 ***********************************************************************
 MB0639  DESIGNATION -  39
 MB0639  PID         -  MB0639
 MB0639  STATE/COUNTY-  OH/TRUMBULL
 MB0639  USGS QUAD   -  BRISTOLVILLE (1994)
 MB0639
 MB0639                         *CURRENT SURVEY CONTROL
 MB0639  ___________________________________________________________________
 MB0639* NAD 83(1986)-  41 28 32.     (N)    080 52 06.     (W)     SCALED    
 MB0639* NAVD 88     -       266.591  (meters)     874.64   (feet)  ADJUSTED  
 MB0639  ___________________________________________________________________
 MB0639  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB0639  DYNAMIC HT  -         266.485 (meters)     874.29  (feet)  COMP
 MB0639  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 MB0639
 MB0639  VERT ORDER  -  SECOND    CLASS 0
 MB0639
 MB0639.The horizontal coordinates were scaled from a topographic map and have
 MB0639.an estimated accuracy of +/- 6 seconds.
 MB0639
 MB0639.The orthometric height was determined by differential leveling
 MB0639.and adjusted by the National Geodetic Survey in June 1991..
 MB0639
 MB0639.The geoid height was determined by GEOID03.
 MB0639
 MB0639.The dynamic height is computed by dividing the NAVD 88
 MB0639.geopotential number by the normal gravity value computed on the
 MB0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0639.degrees latitude (g = 980.6199 gals.).
 MB0639
 MB0639.The modeled gravity was interpolated from observed gravity values.
 MB0639
 MB0639;                    North         East    Units  Estimated Accuracy
 MB0639;SPC OH N     -   202,150.      736,280.      MT  (+/- 180 meters Scaled)
 MB0639
 MB0639                          SUPERSEDED SURVEY CONTROL
 MB0639
 MB0639  NGVD 29 (??/??/92)  266.775  (m)          875.24   (f) ADJ UNCH    2 0
 MB0639
 MB0639.Superseded values are not recommended for survey control.
 MB0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0639.See file dsdata.txt to determine how the superseded data were derived.
 MB0639
 MB0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF109915(NAD 83)
 MB0639_MARKER: DD = SURVEY DISK
 MB0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0639_SP_SET: CULVERT
 MB0639_STAMPING: 39 1935
 MB0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0639
 MB0639  HISTORY     - Date     Condition        Report By
 MB0639  HISTORY     - 1935     MONUMENTED       DOD
 MB0639  HISTORY     - 1950     GOOD             NGS
 MB0639  HISTORY     - 19900706 MARK NOT FOUND   OHDT
 MB0639
 MB0639                          STATION DESCRIPTION
 MB0639
 MB0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0639'1 MI N FROM NORTH BLOOMFIELD.
 MB0639'ABOUT 1 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE SOUTH END
 MB0639'OF THE PARK AT NORTH BLOOMFIELD, IT IS IN THE TOP AND SOUTH
 MB0639'END OF THE WEST HEADWALL OF A 5 FOOT BOX CULVERT TR - 45 - 248,
 MB0639'15 FEET WEST OF THE CENTERLINE OF THE ROAD.  AND ABOUT 4 FEET
 MB0639'LOWER THAN THE ROAD.  A U.S. ENGINEER DEPT. DISK CEMENTED IN A
 MB0639'DRILLED HOLE.
 MB0639
 MB0639                          STATION RECOVERY (1990)
 MB0639
 MB0639'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (JF)
 MB0639'------ REPORT BY ODOT ---------1990--------- CONDITION - UNKNOWN ----
 MB0639'NOTE*BOX CULVERT AND HEADWALL HAS BEEN REPLACED WITH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0706 ***********************************************************************
 JY0706  DESIGNATION -  39
 JY0706  PID         -  JY0706
 JY0706  STATE/COUNTY-  OH/FRANKLIN
 JY0706  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0706
 JY0706                         *CURRENT SURVEY CONTROL
 JY0706  ___________________________________________________________________
 JY0706* NAD 83(1986)-  39 55 53.     (N)    082 59 46.     (W)     SCALED    
 JY0706* NAVD 88     -       225.792  (meters)     740.79   (feet)  ADJUSTED  
 JY0706  ___________________________________________________________________
 JY0706  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JY0706  DYNAMIC HT  -         225.666 (meters)     740.37  (feet)  COMP
 JY0706  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 JY0706
 JY0706  VERT ORDER  -  FIRST     CLASS I
 JY0706
 JY0706.The horizontal coordinates were scaled from a topographic map and have
 JY0706.an estimated accuracy of +/- 6 seconds.
 JY0706
 JY0706.The orthometric height was determined by differential leveling
 JY0706.and adjusted by the National Geodetic Survey in June 1991..
 JY0706
 JY0706.The geoid height was determined by GEOID03.
 JY0706
 JY0706.The dynamic height is computed by dividing the NAVD 88
 JY0706.geopotential number by the normal gravity value computed on the
 JY0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0706.degrees latitude (g = 980.6199 gals.).
 JY0706
 JY0706.The modeled gravity was interpolated from observed gravity values.
 JY0706
 JY0706;                    North         East    Units  Estimated Accuracy
 JY0706;SPC OH S     -   214,530.      557,590.      MT  (+/- 180 meters Scaled)
 JY0706
 JY0706                          SUPERSEDED SURVEY CONTROL
 JY0706
 JY0706  NGVD 29 (??/??/92)  225.974  (m)          741.38   (f) ADJ UNCH    1 1
 JY0706
 JY0706.Superseded values are not recommended for survey control.
 JY0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0706.See file dsdata.txt to determine how the superseded data were derived.
 JY0706
 JY0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE294220(NAD 83)
 JY0706_MARKER: DD = SURVEY DISK
 JY0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0706_STAMPING: 39
 JY0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0706+STABILITY: SURFACE MOTION
 JY0706
 JY0706  HISTORY     - Date     Condition        Report By
 JY0706  HISTORY     - UNK      MONUMENTED       OH1800
 JY0706  HISTORY     - 1967     GOOD             NGS
 JY0706
 JY0706                          STATION DESCRIPTION
 JY0706
 JY0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0706'AT COLUMBUS.
 JY0706'AT COLUMBUS, ABOUT 1.6 MILES SOUTH ALONG SOUTH HIGH STREET FROM
 JY0706'THE COURTHOUSE, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SOUTH
 JY0706'HIGH STREET AND MARKISON AVENUE, 6 1/2 FEET SOUTH OF THE SOUTH CURB
 JY0706'OF MARKISON AVENUE, 2.6 FEET WEST OF THE WEST CURB OF SOUTH HIGH
 JY0706'STREET, 5.2 FEET NORTH OF THE CENTER OF A ROUND MAN-HOLE COVER,
 JY0706'0.9 FOOT NORTH OF THE NORTH EDGE OF A METAL STREET LIGHT POLE,
 JY0706'ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF A CONCRETE POST
 JY0706'2 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1074 ***********************************************************************
 KZ1074  DESIGNATION -  39 EDJ
 KZ1074  PID         -  KZ1074
 KZ1074  STATE/COUNTY-  OH/CRAWFORD
 KZ1074  USGS QUAD   -  CRESTLINE (1982)
 KZ1074
 KZ1074                         *CURRENT SURVEY CONTROL
 KZ1074  ___________________________________________________________________
 KZ1074* NAD 83(1986)-  40 46 10.     (N)    082 44 40.     (W)     SCALED    
 KZ1074* NAVD 88     -       357.897  (meters)    1174.20   (feet)  ADJUSTED  
 KZ1074  ___________________________________________________________________
 KZ1074  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KZ1074  DYNAMIC HT  -         357.719 (meters)    1173.62  (feet)  COMP
 KZ1074  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 KZ1074
 KZ1074  VERT ORDER  -  FIRST     CLASS I
 KZ1074
 KZ1074.The horizontal coordinates were scaled from a topographic map and have
 KZ1074.an estimated accuracy of +/- 6 seconds.
 KZ1074
 KZ1074.The orthometric height was determined by differential leveling
 KZ1074.and adjusted by the National Geodetic Survey in June 1991..
 KZ1074.WARNING-Repeat measurements at this control monument indicate possible
 KZ1074.vertical movement.
 KZ1074
 KZ1074.The geoid height was determined by GEOID03.
 KZ1074
 KZ1074.The dynamic height is computed by dividing the NAVD 88
 KZ1074.geopotential number by the normal gravity value computed on the
 KZ1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1074.degrees latitude (g = 980.6199 gals.).
 KZ1074
 KZ1074.The modeled gravity was interpolated from observed gravity values.
 KZ1074
 KZ1074;                    North         East    Units  Estimated Accuracy
 KZ1074;SPC OH N     -   122,490.      579,360.      MT  (+/- 180 meters Scaled)
 KZ1074
 KZ1074                          SUPERSEDED SURVEY CONTROL
 KZ1074
 KZ1074  NGVD 29 (??/??/92)  358.026  (m)         1174.62   (f) ADJ UNCH    1 1
 KZ1074
 KZ1074.Superseded values are not recommended for survey control.
 KZ1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1074.See file dsdata.txt to determine how the superseded data were derived.
 KZ1074
 KZ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF527146(NAD 83)
 KZ1074_MARKER: DD = SURVEY DISK
 KZ1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1074_STAMPING: TT 39 EDJ 1959
 KZ1074_MARK LOGO: USGS  
 KZ1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1074+STABILITY: SURFACE MOTION
 KZ1074
 KZ1074  HISTORY     - Date     Condition        Report By
 KZ1074  HISTORY     - 1959     MONUMENTED       USGS
 KZ1074  HISTORY     - 1967     GOOD             CGS
 KZ1074  HISTORY     - 1970     GOOD             CGS
 KZ1074  HISTORY     - 1987     GOOD             OHDT
 KZ1074
 KZ1074                          STATION DESCRIPTION
 KZ1074
 KZ1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1074'1.6 MI SW FROM CRESTLINE.
 KZ1074'ABOUT 1.5 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1074'FROM THE CROSSING OF U.S. HIGHWAY 30N AT CRESTLINE, THENCE 0.1
 KZ1074'MILE EAST ALONG MIDDLETOWN ROAD, 91 1/2 FEET SOUTHWEST OF THE
 KZ1074'CENTER OF THE JUNCTION OF THE WEST ONE OF TWO DRIVEWAYS LEADING
 KZ1074'SOUTH TO A TWO-STORIED FRAME HOUSE, 65 1/2 FEET WEST OF THE
 KZ1074'CENTER LINE OF THE DRIVEWAY, 30 1/2 FEET SOUTH OF THE CENTER
 KZ1074'LINE OF THE ROAD, 3 1/2 FEET EAST OF POWER LINE POLE NO. 85
 KZ1074'EM 2-18, 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP
 KZ1074'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 KZ1074'GROUND.
 KZ1074
 KZ1074                          STATION RECOVERY (1970)
 KZ1074
 KZ1074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 KZ1074'RECOVERED IN GOOD CONDITION.
 KZ1074
 KZ1074                          STATION RECOVERY (1987)
 KZ1074
 KZ1074'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1937 ***********************************************************************
 KZ1937  DESIGNATION -  39 EDJ
 KZ1937  PID         -  KZ1937
 KZ1937  STATE/COUNTY-  OH/CRAWFORD
 KZ1937  USGS QUAD   -  CRESTLINE (1982)
 KZ1937
 KZ1937                         *CURRENT SURVEY CONTROL
 KZ1937  ___________________________________________________________________
 KZ1937* NAD 83(1995)-  40 46 10.60268(N)    082 44 40.89885(W)     ADJUSTED  
 KZ1937* NAVD 88     -       357.91   (+/-2cm)    1174.2    (feet)  VERTCON   
 KZ1937  ___________________________________________________________________
 KZ1937  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 KZ1937  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KZ1937
 KZ1937  HORZ ORDER  -  SECOND
 KZ1937  VERT ORDER  -  THIRD ? (See Below)
 KZ1937
 KZ1937.The horizontal coordinates were established by classical geodetic methods
 KZ1937.and adjusted by the National Geodetic Survey in April 1998..
 KZ1937
 KZ1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1937.The vertical order pertains to the NGVD 29 superseded value.
 KZ1937
 KZ1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1937
 KZ1937.The geoid height was determined by GEOID03.
 KZ1937
 KZ1937;                    North         East     Units Scale Factor Converg.
 KZ1937;SPC OH N     -   122,506.487   579,342.102   MT  0.99995260   -0 09 38.7
 KZ1937;UTM  17      - 4,514,646.518   352,755.422   MT  0.99986686   -1 08 22.3
 KZ1937
 KZ1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1937!SPC OH N     -   0.99994922  x   0.99995260  =   0.99990182
 KZ1937!UTM  17      -   0.99994922  x   0.99986686  =   0.99981609
 KZ1937
 KZ1937                          SUPERSEDED SURVEY CONTROL
 KZ1937
 KZ1937  NAD 83(1986)-  40 46 10.60730(N)    082 44 40.91222(W) AD(       ) 2
 KZ1937  NAD 27      -  40 46 10.40103(N)    082 44 41.26621(W) AD(       ) 2
 KZ1937  NGVD 29 (07/19/86)  358.04   (m)         1174.7    (f) LEVELING    3  
 KZ1937
 KZ1937.Superseded values are not recommended for survey control.
 KZ1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1937.See file dsdata.txt to determine how the superseded data were derived.
 KZ1937
 KZ1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5275514647(NAD 83)
 KZ1937_MARKER: Z = SEE DESCRIPTION
 KZ1937_SETTING: 0 = UNSPECIFIED SETTING
 KZ1937_STAMPING: TT 39 EDJ 1959
 KZ1937_MARK LOGO: USGS  
 KZ1937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1937
 KZ1937  HISTORY     - Date     Condition        Report By
 KZ1937  HISTORY     - 1959     MONUMENTED       USGS
 KZ1937
 KZ1937                          STATION DESCRIPTION
 KZ1937
 KZ1937'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (WER)
 KZ1937'THE STATION IS ABOUT 1 MILE SOUTH OF CRESTLINE, 0.25 MILE WEST
 KZ1937'OF STATE HIGHWAY
 KZ1937'61, 0.05 MILE EAST OF THE OLD WACHS SCHOOLHOUSE AND WACHS ROAD 235,
 KZ1937'67.5 FEET WEST OF THE CENTERLINE OF
 KZ1937'THE WEST DRIVEWAY, 31.5 FEET SOUTH OF THE CENTERLINE
 KZ1937'OF MIDDLETOWN ROAD NO. 77 AND 3 FEET EAST OF THE EAST
 KZ1937'EDGE OF A LARGE POWERLINE POLE.
 KZ1937'
 KZ1937'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WACHS
 KZ1937'DISTANCE BEING
 KZ1937'99.49 FEET, (30.325 METERS) NORTHWEST OF STATION WACHS.  THE MARK IS
 KZ1937'A STANDARD U.S. GEOLOGICAL SURVEY
 KZ1937'BENCH MARK DISK STAMPED TT 39 EDJ 1959, SET IN A 6 BY 6
 KZ1937'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2909 ***********************************************************************
 KY2909  DESIGNATION -  39 RHP
 KY2909  PID         -  KY2909
 KY2909  STATE/COUNTY-  OH/SUMMIT
 KY2909  USGS QUAD   -  NORTH CANTON (1994)
 KY2909
 KY2909                         *CURRENT SURVEY CONTROL
 KY2909  ___________________________________________________________________
 KY2909* NAD 83(1995)-  40 55 54.04462(N)    081 27 53.69040(W)     ADJUSTED  
 KY2909* NAVD 88     -       361.948  (meters)    1187.49   (feet)  ADJUSTED  
 KY2909  ___________________________________________________________________
 KY2909  X           -     716,223.251 (meters)                     COMP
 KY2909  Y           -  -4,772,368.597 (meters)                     COMP
 KY2909  Z           -   4,156,909.464 (meters)                     COMP
 KY2909  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 KY2909  ELLIP HEIGHT-         328.79  (meters)          (10/07/05) GPS OBS
 KY2909  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KY2909  DYNAMIC HT  -         361.784 (meters)    1186.95  (feet)  COMP
 KY2909  MODELED GRAV-     980,159.6   (mgal)                       NAVD 88
 KY2909
 KY2909  HORZ ORDER  -  FIRST
 KY2909  VERT ORDER  -  FIRST     CLASS II
 KY2909  ELLP ORDER  -  FOURTH    CLASS I
 KY2909
 KY2909.The horizontal coordinates were established by GPS observations
 KY2909.and adjusted by the National Geodetic Survey in April 1998..
 KY2909
 KY2909.The orthometric height was determined by differential leveling
 KY2909.and adjusted by the National Geodetic Survey in June 1991..
 KY2909
 KY2909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY2909
 KY2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2909
 KY2909.The ellipsoidal height was determined by GPS observations
 KY2909.and is referenced to NAD 83.
 KY2909
 KY2909.The geoid height was determined by GEOID03.
 KY2909
 KY2909.The dynamic height is computed by dividing the NAVD 88
 KY2909.geopotential number by the normal gravity value computed on the
 KY2909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2909.degrees latitude (g = 980.6199 gals.).
 KY2909
 KY2909.The modeled gravity was interpolated from observed gravity values.
 KY2909
 KY2909;                    North         East     Units Scale Factor Converg.
 KY2909;SPC OH N     -   140,991.558   687,169.908   MT  0.99994195   +0 40 48.0
 KY2909;UTM  17      - 4,531,276.874   460,859.613   MT  0.99961885   -0 18 16.5
 KY2909
 KY2909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2909!SPC OH N     -   0.99994843  x   0.99994195  =   0.99989038
 KY2909!UTM  17      -   0.99994843  x   0.99961885  =   0.99956730
 KY2909
 KY2909                          SUPERSEDED SURVEY CONTROL
 KY2909
 KY2909  ELLIP H (04/01/98)  328.76   (m)                       GP(       ) 4 1
 KY2909  NAD 83(1986)-  40 55 54.05138(N)    081 27 53.69486(W) AD(       ) 1
 KY2909  NGVD 29 (06/03/92)  362.139  (m)         1188.12   (f) ADJUSTED    1 2
 KY2909
 KY2909.Superseded values are not recommended for survey control.
 KY2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2909.See file dsdata.txt to determine how the superseded data were derived.
 KY2909
 KY2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6086031277(NAD 83)
 KY2909_MARKER: DD = SURVEY DISK
 KY2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2909_SP_SET: CONCRETE POST
 KY2909_STAMPING: 39 RHP 1188 1956
 KY2909_MARK LOGO: USGS  
 KY2909_PROJECTION: FLUSH
 KY2909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2909+STABILITY: SURFACE MOTION
 KY2909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY2909+SATELLITE: SATELLITE OBSERVATIONS - 1983
 KY2909
 KY2909  HISTORY     - Date     Condition        Report By
 KY2909  HISTORY     - 1956     MONUMENTED       USGS
 KY2909  HISTORY     - 1983     GOOD             NGS
 KY2909  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 KY2909
 KY2909                          STATION DESCRIPTION
 KY2909
 KY2909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2909'IN GREENSBURG.
 KY2909'IN GREENSBURG, AT THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE
 KY2909'HIGHWAY 241 AND GREENSBURG ROAD, IN THE FRONT LAWN OF THE GREEN
 KY2909'LIBRARY, 14.63 METERS (48.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 KY2909'9.14 METERS (30.0 FT) NORTH OF THE CENTERLINE OF GREENSBURG ROAD,
 KY2909'7.43 METERS (24.4 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A GRANITE
 KY2909'STONE BASE OF A WORLD WAR MONUMENT.
 KY2909'THE MARK IS 0.18 M ABOVE GREENSBURG ROAD.
 KY2909
 KY2909                          STATION RECOVERY (1999)
 KY2909
 KY2909'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY2909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0718 ***********************************************************************
 JZ0718  DESIGNATION -  391
 JZ0718  PID         -  JZ0718
 JZ0718  STATE/COUNTY-  OH/HAMILTON
 JZ0718  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0718
 JZ0718                         *CURRENT SURVEY CONTROL
 JZ0718  ___________________________________________________________________
 JZ0718* NAD 83(1986)-  39 08 02.     (N)    084 34 24.     (W)     SCALED    
 JZ0718* NAVD 88     -       248.087  (meters)     813.93   (feet)  ADJUSTED  
 JZ0718  ___________________________________________________________________
 JZ0718  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0718  DYNAMIC HT  -         247.931 (meters)     813.42  (feet)  COMP
 JZ0718  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JZ0718
 JZ0718  VERT ORDER  -  FIRST     CLASS II
 JZ0718
 JZ0718.The horizontal coordinates were scaled from a topographic map and have
 JZ0718.an estimated accuracy of +/- 6 seconds.
 JZ0718
 JZ0718.The orthometric height was determined by differential leveling
 JZ0718.and adjusted by the National Geodetic Survey in June 1991..
 JZ0718
 JZ0718.The geoid height was determined by GEOID03.
 JZ0718
 JZ0718.The dynamic height is computed by dividing the NAVD 88
 JZ0718.geopotential number by the normal gravity value computed on the
 JZ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0718.degrees latitude (g = 980.6199 gals.).
 JZ0718
 JZ0718.The modeled gravity was interpolated from observed gravity values.
 JZ0718
 JZ0718;                    North         East    Units  Estimated Accuracy
 JZ0718;SPC OH S     -   127,930.      420,760.      MT  (+/- 180 meters Scaled)
 JZ0718
 JZ0718                          SUPERSEDED SURVEY CONTROL
 JZ0718
 JZ0718  NGVD 29 (??/??/92)  248.265  (m)          814.52   (f) ADJ UNCH    1 2
 JZ0718
 JZ0718.Superseded values are not recommended for survey control.
 JZ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0718.See file dsdata.txt to determine how the superseded data were derived.
 JZ0718
 JZ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ097344(NAD 83)
 JZ0718_MARKER: DD = SURVEY DISK
 JZ0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0718_STAMPING: 391
 JZ0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0718+STABILITY: SURFACE MOTION
 JZ0718
 JZ0718  HISTORY     - Date     Condition        Report By
 JZ0718  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0718  HISTORY     - 1947     GOOD             NGS
 JZ0718  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ0718
 JZ0718                          STATION DESCRIPTION
 JZ0718
 JZ0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0718'AT CINCINNATI.
 JZ0718'AT CINCINNATI IN SOUTHWEST CORNER OF JUNCTION OF HARRISON AVENUE
 JZ0718'AND HOMESTEAD PLACE, BETWEEN CURB AND SIDEWALK, 38.6 FEET SOUTH
 JZ0718'OF SOUTH CURB OF HARRISON AVENUE, 1.2 FEET WEST OF WEST CURB OF
 JZ0718'HOMESTEAD PLACE.  A CONCRETE POST SET FLUSH WITH THE GROUND.
 JZ0718
 JZ0718                          STATION RECOVERY (2004)
 JZ0718
 JZ0718'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0183 ***********************************************************************
 JZ0183  DESIGNATION -  392
 JZ0183  PID         -  JZ0183
 JZ0183  STATE/COUNTY-  OH/MONTGOMERY
 JZ0183  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0183
 JZ0183                         *CURRENT SURVEY CONTROL
 JZ0183  ___________________________________________________________________
 JZ0183* NAD 83(1986)-  39 39 03.     (N)    084 28 49.     (W)     SCALED    
 JZ0183* NAVD 88     -       277.942  (meters)     911.88   (feet)  ADJUSTED  
 JZ0183  ___________________________________________________________________
 JZ0183  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JZ0183  DYNAMIC HT  -         277.781 (meters)     911.35  (feet)  COMP
 JZ0183  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 JZ0183
 JZ0183  VERT ORDER  -  SECOND    CLASS 0
 JZ0183
 JZ0183.The horizontal coordinates were scaled from a topographic map and have
 JZ0183.an estimated accuracy of +/- 6 seconds.
 JZ0183
 JZ0183.The orthometric height was determined by differential leveling
 JZ0183.and adjusted by the National Geodetic Survey in June 1991..
 JZ0183
 JZ0183.The geoid height was determined by GEOID03.
 JZ0183
 JZ0183.The dynamic height is computed by dividing the NAVD 88
 JZ0183.geopotential number by the normal gravity value computed on the
 JZ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0183.degrees latitude (g = 980.6199 gals.).
 JZ0183
 JZ0183.The modeled gravity was interpolated from observed gravity values.
 JZ0183
 JZ0183;                    North         East    Units  Estimated Accuracy
 JZ0183;SPC OH S     -   185,130.      430,060.      MT  (+/- 180 meters Scaled)
 JZ0183
 JZ0183                          SUPERSEDED SURVEY CONTROL
 JZ0183
 JZ0183  NGVD 29 (??/??/92)  278.116  (m)          912.45   (f) ADJ UNCH    2 0
 JZ0183
 JZ0183.Superseded values are not recommended for survey control.
 JZ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0183.See file dsdata.txt to determine how the superseded data were derived.
 JZ0183
 JZ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ161920(NAD 83)
 JZ0183_MARKER: DD = SURVEY DISK
 JZ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0183_STAMPING: 392
 JZ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0183+STABILITY: SURFACE MOTION
 JZ0183
 JZ0183  HISTORY     - Date     Condition        Report By
 JZ0183  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0183  HISTORY     - 1947     GOOD             NGS
 JZ0183  HISTORY     - 20041123 POOR             INDIV
 JZ0183
 JZ0183                          STATION DESCRIPTION
 JZ0183
 JZ0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0183'3.9 MI NE FROM GRATIS.
 JZ0183'ABOUT 2.85 MILES EAST ALONG STATE HIGHWAY 725 FROM THE POST
 JZ0183'OFFICE AT GRATIS, THENCE ABOUT 1.05 MILES NORTH ALONG THE
 JZ0183'PREBLE-MONTGOMERY CO. LINE ROAD, AT THE T JUNCTION OF BELL ROAD
 JZ0183'LEADING EAST, 18 FEET EAST OF THE CENTER LINE OF THE COUNTY LINE
 JZ0183'ROAD, 22 FEET SOUTH OF THE CENTER LINE OF BELL ROAD, 0.5 FOOT
 JZ0183'WEST OF A WIRE FENCE, 2.5 FEET SOUTH OF A FENCE CORNER POST, 1
 JZ0183'FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ0183'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ0183
 JZ0183                          STATION RECOVERY (2004)
 JZ0183
 JZ0183'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0183'BELL RD. IS NOW BADEN RD.
 JZ0183'CONCRETE BASE EXISTS.  MONUMENT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0490 ***********************************************************************
 MB0490  DESIGNATION -  393
 MB0490  PID         -  MB0490
 MB0490  STATE/COUNTY-  OH/TRUMBULL
 MB0490  USGS QUAD   -  WARREN (1994)
 MB0490
 MB0490                         *CURRENT SURVEY CONTROL
 MB0490  ___________________________________________________________________
 MB0490* NAD 83(1986)-  41 13 11.     (N)    080 48 03.     (W)     SCALED    
 MB0490* NAVD 88     -       273.664  (meters)     897.85   (feet)  ADJUSTED  
 MB0490  ___________________________________________________________________
 MB0490  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0490  DYNAMIC HT  -         273.545 (meters)     897.46  (feet)  COMP
 MB0490  MODELED GRAV-     980,181.7   (mgal)                       NAVD 88
 MB0490
 MB0490  VERT ORDER  -  FIRST     CLASS II
 MB0490
 MB0490.The horizontal coordinates were scaled from a topographic map and have
 MB0490.an estimated accuracy of +/- 6 seconds.
 MB0490
 MB0490.The orthometric height was determined by differential leveling
 MB0490.and adjusted by the National Geodetic Survey in June 1991..
 MB0490
 MB0490.The geoid height was determined by GEOID03.
 MB0490
 MB0490.The dynamic height is computed by dividing the NAVD 88
 MB0490.geopotential number by the normal gravity value computed on the
 MB0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0490.degrees latitude (g = 980.6199 gals.).
 MB0490
 MB0490.The modeled gravity was interpolated from observed gravity values.
 MB0490
 MB0490;                    North         East    Units  Estimated Accuracy
 MB0490;SPC OH N     -   173,850.      742,470.      MT  (+/- 180 meters Scaled)
 MB0490
 MB0490                          SUPERSEDED SURVEY CONTROL
 MB0490
 MB0490  NGVD 29 (??/??/92)  273.849  (m)          898.45   (f) ADJ UNCH    1 2
 MB0490
 MB0490.Superseded values are not recommended for survey control.
 MB0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0490.See file dsdata.txt to determine how the superseded data were derived.
 MB0490
 MB0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF166631(NAD 83)
 MB0490_MARKER: B = BOLT
 MB0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0490_SP_SET: ABUTMENT
 MB0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0490
 MB0490  HISTORY     - Date     Condition        Report By
 MB0490  HISTORY     - 1934     MONUMENTED       BORR
 MB0490  HISTORY     - 1934     GOOD             NGS
 MB0490  HISTORY     - 19930902 MARK NOT FOUND   OHDT
 MB0490
 MB0490                          STATION DESCRIPTION
 MB0490
 MB0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MB0490'AT WARREN.
 MB0490'ABOUT 1-1/4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB0490'THE DEFOREST JUNCTION, OR 30 FEET SOUTH OF BURTON STREET, WARREN
 MB0490'IN THE NORTH END OF THE EAST ABUTMENT OF A SMALL BRIDGE NEAR
 MB0490'POLE 89-5.
 MB0490
 MB0490                          STATION RECOVERY (1993)
 MB0490
 MB0490'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0490'--------REPORT BY ODOT-------YEAR 1993-------CONDITION UNKNOWN
 MB0490' 
 MB0490'FOUND R.R. TRACKS ON BURTON ROAD, BUT THERE WAS NO ABUTMENT IN THE
 MB0490'SAID AREA.  UNABLE TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0509 ***********************************************************************
 MB0509  DESIGNATION -  395
 MB0509  PID         -  MB0509
 MB0509  STATE/COUNTY-  OH/TRUMBULL
 MB0509  USGS QUAD   -  WARREN (1994)
 MB0509
 MB0509                         *CURRENT SURVEY CONTROL
 MB0509  ___________________________________________________________________
 MB0509* NAD 83(1986)-  41 13 59.     (N)    080 49 20.     (W)     SCALED    
 MB0509* NAVD 88     -       267.822  (meters)     878.68   (feet)  ADJUSTED  
 MB0509  ___________________________________________________________________
 MB0509  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 MB0509  DYNAMIC HT  -         267.707 (meters)     878.30  (feet)  COMP
 MB0509  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 MB0509
 MB0509  VERT ORDER  -  FIRST     CLASS II
 MB0509
 MB0509.The horizontal coordinates were scaled from a topographic map and have
 MB0509.an estimated accuracy of +/- 6 seconds.
 MB0509
 MB0509.The orthometric height was determined by differential leveling
 MB0509.and adjusted by the National Geodetic Survey in June 1991..
 MB0509
 MB0509.The geoid height was determined by GEOID03.
 MB0509
 MB0509.The dynamic height is computed by dividing the NAVD 88
 MB0509.geopotential number by the normal gravity value computed on the
 MB0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0509.degrees latitude (g = 980.6199 gals.).
 MB0509
 MB0509.The modeled gravity was interpolated from observed gravity values.
 MB0509
 MB0509;                    North         East    Units  Estimated Accuracy
 MB0509;SPC OH N     -   175,300.      740,650.      MT  (+/- 180 meters Scaled)
 MB0509
 MB0509                          SUPERSEDED SURVEY CONTROL
 MB0509
 MB0509  NGVD 29 (??/??/92)  268.010  (m)          879.30   (f) ADJ UNCH    1 2
 MB0509
 MB0509.Superseded values are not recommended for survey control.
 MB0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0509.See file dsdata.txt to determine how the superseded data were derived.
 MB0509
 MB0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF148646(NAD 83)
 MB0509_MARKER: B = BOLT
 MB0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0509_SP_SET: ABUTMENT
 MB0509_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0509
 MB0509  HISTORY     - Date     Condition        Report By
 MB0509  HISTORY     - 1900     MONUMENTED       BORR
 MB0509  HISTORY     - 1943     GOOD             NGS
 MB0509  HISTORY     - 1984     GOOD             LOCSUR
 MB0509  HISTORY     - 19930902 GOOD             OHDT
 MB0509
 MB0509                          STATION DESCRIPTION
 MB0509
 MB0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MB0509'AT WARREN.
 MB0509'AT WARREN A COPPER BOLT SET IN THE NORTH END OF THE EAST
 MB0509'ABUTMENT OF MAHONING RIVER BRIDGE, AND 400 FEET WEST OF WARREN
 MB0509'STATION.
 MB0509
 MB0509                          STATION RECOVERY (1984)
 MB0509
 MB0509'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MB0509'RECOVERED IN GOOD CONDITION.
 MB0509
 MB0509                          STATION RECOVERY (1993)
 MB0509
 MB0509'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0509'------REPORT BY ODOT ------YEAR 1993---------CONDITION GOOD---
 MB0509' 
 MB0509'TO REACH BOLT FROM COURT HOUSE IN DOWNTOWN WARREN TRAVEL SOUTH ON MAIN
 MB0509'AVE. CROSS OVER S.R. 422.  TURN RIGHT (EAST) ON TRACKS 400 FEET (121.9
 MB0509'M) PAST S.R. 422.  BOLT .10 MILES (0.16 KM) EAST ON TRACKS AS
 MB0509'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0686 ***********************************************************************
 JZ0686  DESIGNATION -  396
 JZ0686  PID         -  JZ0686
 JZ0686  STATE/COUNTY-  OH/HAMILTON
 JZ0686  USGS QUAD   -  COVINGTON (1987)
 JZ0686
 JZ0686                         *CURRENT SURVEY CONTROL
 JZ0686  ___________________________________________________________________
 JZ0686* NAD 83(1986)-  39 05 06.     (N)    084 34 55.     (W)     SCALED    
 JZ0686* NAVD 88     -       171.784  (meters)     563.59   (feet)  ADJUSTED  
 JZ0686  ___________________________________________________________________
 JZ0686  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0686  DYNAMIC HT  -         171.677 (meters)     563.24  (feet)  COMP
 JZ0686  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 JZ0686
 JZ0686  VERT ORDER  -  FIRST     CLASS II
 JZ0686
 JZ0686.The horizontal coordinates were scaled from a topographic map and have
 JZ0686.an estimated accuracy of +/- 6 seconds.
 JZ0686
 JZ0686.The orthometric height was determined by differential leveling
 JZ0686.and adjusted by the National Geodetic Survey in June 1991..
 JZ0686
 JZ0686.The geoid height was determined by GEOID03.
 JZ0686
 JZ0686.The dynamic height is computed by dividing the NAVD 88
 JZ0686.geopotential number by the normal gravity value computed on the
 JZ0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0686.degrees latitude (g = 980.6199 gals.).
 JZ0686
 JZ0686.The modeled gravity was interpolated from observed gravity values.
 JZ0686
 JZ0686;                    North         East    Units  Estimated Accuracy
 JZ0686;SPC OH S     -   122,530.      419,890.      MT  (+/- 180 meters Scaled)
 JZ0686
 JZ0686                          SUPERSEDED SURVEY CONTROL
 JZ0686
 JZ0686  NGVD 29 (??/??/92)  171.96   (m)          564.2    (f) COMPUTED    1 2
 JZ0686
 JZ0686.Superseded values are not recommended for survey control.
 JZ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0686.See file dsdata.txt to determine how the superseded data were derived.
 JZ0686
 JZ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ091289(NAD 83)
 JZ0686_MARKER: DD = SURVEY DISK
 JZ0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0686_STAMPING: 396
 JZ0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0686+STABILITY: SURFACE MOTION
 JZ0686
 JZ0686  HISTORY     - Date     Condition        Report By
 JZ0686  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0686  HISTORY     - 1947     GOOD             NGS
 JZ0686  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0686
 JZ0686                          STATION DESCRIPTION
 JZ0686
 JZ0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0686'AT RIVER SIDE.
 JZ0686'AT RIVER SIDE ALONG RIVER ROAD, 172.0 FT W OF THE CENTER LINE
 JZ0686'OF HILLSIDE AVENUE, 2.0 FT N OF THE N CURB LINE OF RIVER ROAD,
 JZ0686'4.5 FT W OF FIRE HYDRANT, 2.2 FT S OF S EDGE OF N SIDEWALK.  A
 JZ0686'CONCRETE POST SET FLUSH WITH GROUND.
 JZ0686
 JZ0686                          STATION RECOVERY (1961)
 JZ0686
 JZ0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0689 ***********************************************************************
 JZ0689  DESIGNATION -  397
 JZ0689  PID         -  JZ0689
 JZ0689  STATE/COUNTY-  OH/HAMILTON
 JZ0689  USGS QUAD   -  COVINGTON (1987)
 JZ0689
 JZ0689                         *CURRENT SURVEY CONTROL
 JZ0689  ___________________________________________________________________
 JZ0689* NAD 83(1986)-  39 04 38.     (N)    084 36 13.     (W)     SCALED    
 JZ0689* NAVD 88     -       150.251  (meters)     492.95   (feet)  ADJUSTED  
 JZ0689  ___________________________________________________________________
 JZ0689  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0689  DYNAMIC HT  -         150.156 (meters)     492.64  (feet)  COMP
 JZ0689  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 JZ0689
 JZ0689  VERT ORDER  -  FIRST     CLASS II
 JZ0689
 JZ0689.The horizontal coordinates were scaled from a topographic map and have
 JZ0689.an estimated accuracy of +/- 6 seconds.
 JZ0689
 JZ0689.The orthometric height was determined by differential leveling
 JZ0689.and adjusted by the National Geodetic Survey in June 1991..
 JZ0689
 JZ0689.The geoid height was determined by GEOID03.
 JZ0689
 JZ0689.The dynamic height is computed by dividing the NAVD 88
 JZ0689.geopotential number by the normal gravity value computed on the
 JZ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0689.degrees latitude (g = 980.6199 gals.).
 JZ0689
 JZ0689.The modeled gravity was interpolated from observed gravity values.
 JZ0689
 JZ0689;                    North         East    Units  Estimated Accuracy
 JZ0689;SPC OH S     -   121,710.      418,000.      MT  (+/- 180 meters Scaled)
 JZ0689
 JZ0689                          SUPERSEDED SURVEY CONTROL
 JZ0689
 JZ0689  NGVD 29 (??/??/92)  150.431  (m)          493.54   (f) ADJ UNCH    1 2
 JZ0689
 JZ0689.Superseded values are not recommended for survey control.
 JZ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0689.See file dsdata.txt to determine how the superseded data were derived.
 JZ0689
 JZ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ072280(NAD 83)
 JZ0689_MARKER: DD = SURVEY DISK
 JZ0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0689_STAMPING: 397
 JZ0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0689+STABILITY: SURFACE MOTION
 JZ0689
 JZ0689  HISTORY     - Date     Condition        Report By
 JZ0689  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0689  HISTORY     - 1947     GOOD             NGS
 JZ0689  HISTORY     - 1961     GOOD             NGS
 JZ0689  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0689
 JZ0689                          STATION DESCRIPTION
 JZ0689
 JZ0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0689'AT SAYLER PARK.
 JZ0689'AT SAYLER PARK, ALONG RIVER ROAD, IN THE 3800 BLOCK, IN THE NE
 JZ0689'CORNER OF THE JUNCTION OF RIVER ROAD AND TYLER AVE., 1.1 FT N
 JZ0689'OF THE N CURB LINE OF RIVER ROAD, 20.0 FT E OF THE E CURB LINE
 JZ0689'OF TYLER AVE., 2.4 FT E OF FIRE HYDRANT, IN LINE WITH W EDGE
 JZ0689'OF HOUSE 3892 A 2-STORY FRAME, 1.1 FT S OF THE S EDGE OF SIDEWALK.
 JZ0689'A CONCRETE POST SET FLUSH WITH GROUND.
 JZ0689
 JZ0689                          STATION RECOVERY (1961)
 JZ0689
 JZ0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JZ0689'RECOVERED IN GOOD CONDITION.
 JZ0689
 JZ0689                          STATION RECOVERY (1986)
 JZ0689
 JZ0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0226 ***********************************************************************
 JZ0226  DESIGNATION -  397
 JZ0226  PID         -  JZ0226
 JZ0226  STATE/COUNTY-  OH/MONTGOMERY
 JZ0226  USGS QUAD   -  MIAMISBURG (1987)
 JZ0226
 JZ0226                         *CURRENT SURVEY CONTROL
 JZ0226  ___________________________________________________________________
 JZ0226* NAD 83(1986)-  39 38 50.     (N)    084 17 40.     (W)     SCALED    
 JZ0226* NAVD 88     -       216.673  (meters)     710.87   (feet)  ADJUSTED  
 JZ0226  ___________________________________________________________________
 JZ0226  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JZ0226  DYNAMIC HT  -         216.550 (meters)     710.46  (feet)  COMP
 JZ0226  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 JZ0226
 JZ0226  VERT ORDER  -  SECOND    CLASS 0
 JZ0226
 JZ0226.The horizontal coordinates were scaled from a topographic map and have
 JZ0226.an estimated accuracy of +/- 6 seconds.
 JZ0226
 JZ0226.The orthometric height was determined by differential leveling
 JZ0226.and adjusted by the National Geodetic Survey in June 1991..
 JZ0226
 JZ0226.The geoid height was determined by GEOID03.
 JZ0226
 JZ0226.The dynamic height is computed by dividing the NAVD 88
 JZ0226.geopotential number by the normal gravity value computed on the
 JZ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0226.degrees latitude (g = 980.6199 gals.).
 JZ0226
 JZ0226.The modeled gravity was interpolated from observed gravity values.
 JZ0226
 JZ0226;                    North         East    Units  Estimated Accuracy
 JZ0226;SPC OH S     -   184,400.      446,000.      MT  (+/- 180 meters Scaled)
 JZ0226
 JZ0226                          SUPERSEDED SURVEY CONTROL
 JZ0226
 JZ0226  NGVD 29 (??/??/92)  216.866  (m)          711.50   (f) ADJ UNCH    2 0
 JZ0226
 JZ0226.Superseded values are not recommended for survey control.
 JZ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0226.See file dsdata.txt to determine how the superseded data were derived.
 JZ0226
 JZ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ321921(NAD 83)
 JZ0226_MARKER: DD = SURVEY DISK
 JZ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0226_STAMPING: 397
 JZ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0226+STABILITY: SURFACE MOTION
 JZ0226
 JZ0226  HISTORY     - Date     Condition        Report By
 JZ0226  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0226  HISTORY     - 1947     GOOD             NGS
 JZ0226  HISTORY     - 1955     POOR             NGS
 JZ0226  HISTORY     - 1955     POOR             USGS
 JZ0226
 JZ0226                          STATION DESCRIPTION
 JZ0226
 JZ0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0226'AT MIAMISBURG.
 JZ0226'AT MIAMISBURG, ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 725 FROM
 JZ0226'THE NORTHWEST END OF THE HIGHWAY BRIDGE OVER THE GREAT MIAMI
 JZ0226'RIVER, AT THE WEST CITY LIMITS, 20 FEET NORTHEAST OF THE CENTER
 JZ0226'LINE OF THE HIGHWAY, 11 FEET EAST OF THE CENTER LINE OF A DRIVE
 JZ0226'WAY TO A FARM, 108.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JZ0226'OF THE HOUSE, 41.5 FEET SOUTH-SOUTHEAST OF AND ACROSS THE DRIVE
 JZ0226'WAY FROM A FIRE HYDRANT, 8.5 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 JZ0226'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 JZ0226'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JZ0226'INCHES.  NOTE-- MARK HAS BEEN HIT AND IS LOOSE IN THE GROUND.
 JZ0226
 JZ0226                          STATION RECOVERY (1955)
 JZ0226
 JZ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 JZ0226'MARK RECOVERED IN POOR CONDITION.
 JZ0226
 JZ0226                          STATION RECOVERY (1955)
 JZ0226
 JZ0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JZ0226'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3561 ***********************************************************************
 JZ3561  DESIGNATION -  398
 JZ3561  PID         -  JZ3561
 JZ3561  STATE/COUNTY-  OH/HAMILTON
 JZ3561  USGS QUAD   -  COVINGTON (1987)
 JZ3561
 JZ3561                         *CURRENT SURVEY CONTROL
 JZ3561  ___________________________________________________________________
 JZ3561* NAD 83(1986)-  39 06 26.     (N)    084 35 20.     (W)     SCALED    
 JZ3561* NAVD 88     -       254.855  (meters)     836.14   (feet)  ADJUSTED  
 JZ3561  ___________________________________________________________________
 JZ3561  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3561  DYNAMIC HT  -         254.694 (meters)     835.61  (feet)  COMP
 JZ3561  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 JZ3561
 JZ3561  VERT ORDER  -  SECOND    CLASS II
 JZ3561
 JZ3561.The horizontal coordinates were scaled from a topographic map and have
 JZ3561.an estimated accuracy of +/- 6 seconds.
 JZ3561
 JZ3561.The orthometric height was determined by differential leveling
 JZ3561.and adjusted by the National Geodetic Survey in March 1993..
 JZ3561
 JZ3561.The geoid height was determined by GEOID03.
 JZ3561
 JZ3561.The dynamic height is computed by dividing the NAVD 88
 JZ3561.geopotential number by the normal gravity value computed on the
 JZ3561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3561.degrees latitude (g = 980.6199 gals.).
 JZ3561
 JZ3561.The modeled gravity was interpolated from observed gravity values.
 JZ3561
 JZ3561;                    North         East    Units  Estimated Accuracy
 JZ3561;SPC OH S     -   125,010.      419,350.      MT  (+/- 180 meters Scaled)
 JZ3561
 JZ3561                          SUPERSEDED SURVEY CONTROL
 JZ3561
 JZ3561  NGVD 29 (08/25/92)  255.036  (m)          836.73   (f) ADJUSTED    2 2
 JZ3561
 JZ3561.Superseded values are not recommended for survey control.
 JZ3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3561.See file dsdata.txt to determine how the superseded data were derived.
 JZ3561
 JZ3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ084314(NAD 83)
 JZ3561_MARKER: DB = BENCH MARK DISK
 JZ3561_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3561_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3561_STAMPING: 398
 JZ3561_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3561
 JZ3561  HISTORY     - Date     Condition        Report By
 JZ3561  HISTORY     - UNK      MONUMENTED       OH1610
 JZ3561  HISTORY     - 19911114 GOOD             WOOLPT
 JZ3561
 JZ3561                          STATION DESCRIPTION
 JZ3561
 JZ3561'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3561'STATION 398 C. OF C. IS LOCATED ON THE NORTH SIDE OF EIGHTH STREET
 JZ3561'OPPOSITE THE -T- INTERSECTION OF TRENTON STREET AND SAID EIGHTH
 JZ3561'STREET, IN THE SUBURB OF PRICE HILL, IN CINCINNATI OHIO.  THE STATION
 JZ3561'IS MORE PARTICULARLY DESCRIBED AS BEING 110.0 FT EAST OF THE -T-
 JZ3561'INTERSECTION OF EIGHTH STREET AND KREIS LANE AND 2.4 FT NORTH OF THE
 JZ3561'NORTH EDGE OF SAID EIGHTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6772 ***********************************************************************
 AI6772  DESIGNATION -  3A
 AI6772  PID         -  AI6772
 AI6772  STATE/COUNTY-  OH/CLINTON
 AI6772  USGS QUAD   -  BOWERSVILLE (1974)
 AI6772
 AI6772                         *CURRENT SURVEY CONTROL
 AI6772  ___________________________________________________________________
 AI6772* NAD 83(1995)-  39 33 01.21488(N)    083 44 41.13100(W)     ADJUSTED  
 AI6772* NAVD 88     -       317.1    (meters)    1040.     (feet)  GPS OBS   
 AI6772  ___________________________________________________________________
 AI6772  X           -     536,602.877 (meters)                     COMP
 AI6772  Y           -  -4,895,547.585 (meters)                     COMP
 AI6772  Z           -   4,039,795.456 (meters)                     COMP
 AI6772  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 AI6772  ELLIP HEIGHT-         284.39  (meters)          (10/07/05) GPS OBS
 AI6772  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AI6772
 AI6772  HORZ ORDER  -  FIRST
 AI6772  ELLP ORDER  -  THIRD     CLASS II
 AI6772
 AI6772.The horizontal coordinates were established by GPS observations
 AI6772.and adjusted by the National Geodetic Survey in August 2000..
 AI6772
 AI6772.The orthometric height was determined by GPS observations and a
 AI6772.high-resolution geoid model.
 AI6772
 AI6772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6772
 AI6772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6772
 AI6772.The ellipsoidal height was determined by GPS observations
 AI6772.and is referenced to NAD 83.
 AI6772
 AI6772.The geoid height was determined by GEOID03.
 AI6772
 AI6772;                    North         East     Units Scale Factor Converg.
 AI6772;SPC OH S     -   172,846.016   493,021.125   MT  0.99994009   -0 47 23.4
 AI6772;UTM  17      - 4,381,449.525   264,161.437   MT  1.00028484   -1 44 54.8
 AI6772
 AI6772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6772!SPC OH S     -   0.99995539  x   0.99994009  =   0.99989548
 AI6772!UTM  17      -   0.99995539  x   1.00028484  =   1.00024021
 AI6772
 AI6772:                Primary Azimuth Mark                     Grid Az
 AI6772:SPC OH S     -  3                                        033 47 52.1
 AI6772:UTM  17      -  3                                        034 45 23.5
 AI6772
 AI6772|---------------------------------------------------------------------|
 AI6772| PID    Reference Object                     Distance      Geod. Az  |
 AI6772|                                                           dddmmss.s |
 AI6772| AI6742 3                                   APPROX. 0.6 KM 0330028.7 |
 AI6772|---------------------------------------------------------------------|
 AI6772
 AI6772                          SUPERSEDED SURVEY CONTROL
 AI6772
 AI6772  ELLIP H (08/02/00)  284.44   (m)                       GP(       ) 3 2
 AI6772
 AI6772.Superseded values are not recommended for survey control.
 AI6772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6772.See file dsdata.txt to determine how the superseded data were derived.
 AI6772
 AI6772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6416181450(NAD 83)
 AI6772_MARKER: DD = SURVEY DISK
 AI6772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6772_STAMPING: GPS 3A 2000
 AI6772_MARK LOGO: OH-027
 AI6772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6772+STABILITY: SURFACE MOTION
 AI6772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6772+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6772
 AI6772  HISTORY     - Date     Condition        Report By
 AI6772  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6772
 AI6772                          STATION DESCRIPTION
 AI6772
 AI6772'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6772'THE STATION IS LOCATED APPROXIMATELY 10.0 MI (16.1 KM) SOUTHEAST OF
 AI6772'XENIA, 8.75 MI (14.08 KM) NORHEAST OF WIMINGTON, 6.0 MI (9.7 KM) SOUTH
 AI6772'OF JAMETOWN, AND 0.2 MI (0.3 KM) SOUTH OF THE CLINTON CO./GREENE CO.
 AI6772'BOUNDRY ON THE WEST SIDE OF CORRY ROAD.  TO REACH THE STATION FROM
 AI6772'CITH HALL IN WILMINGTON, PROCEED EAST ALONG WEST LOCUST STREET FOR
 AI6772'APPROXIMATELY 0.25 MI (0.40 KM) AND TURN LEFT ONTO HIGH STREET.
 AI6772'PROCEED NORTH TO THE THIRD INTERSECTION , TURN RIGHT AND PROCEED
 AI6772'NORTHEAST ALONG PRARIE AVENUE FOR APPROXIMATELY 2.75 MI (4.43 KM) TO
 AI6772'AN INTERSECTION WITH STARBUCK ROAD.  TURN LEFT AND PROCEED NORTH
 AI6772'APPROXIMATELY 2.75 MI (4.43 KM) ALONG STARBUCK ROAD TO A ROAD ON THE
 AI6772'RIGHT.  CONTINUE ON STARBUCK ROAD IN A NORTHEAST DIRECTION PAST
 AI6772'GLEASON ROAD FOR APPROXIMATELY 3.3 MI (5.3 KM) TO THE STATION ON THE
 AI6772'LEFT IN A GRASS FIELD.  ALSO, FROM THE INTERSECTION OF INTERSTATE 71
 AI6772'AND SR 72, TAKE 72 NORTH APPROXIMATELY 2.0 MI (3.2 KM) TO HUSSEY ROAD
 AI6772'ON THE LEFT.  TURN LEFT AND HEAD WEST APPROXIMATELY 0.5 MI (0.8 KM) TO
 AI6772'CORRY ROAD.  TURN LEFT ONTO CORRY ROAD AND CONTINUE APPROXIMATELY 1.7
 AI6772'MI (2.7 KM) TO THE COUNTY LINE AND THE STATION ON THE LEFT.
 AI6772'THE STATION IS LOCATED APPROXIMATELY 182.2 FT (55.5 M) NORTHWEST OF
 AI6772'TELEPHONE PEDESTAL ON THE EAST SIDE OF CORRY ROAD, 127.5 FT (38.9 M)
 AI6772'SOUTHWEST OF SIGN ON THE EAST SIDE OF CORRY ROAD READING --CLI 11.0--,
 AI6772'AND 5.3 FT (1.6 M) NORTHWEST OF THE EDGE OF PAVEMENT OF CORRY ROAD.
 AI6772'THE STATION IS A STANDARD CLINTON COUNTY DISK SET IN A ROUND CONCRETE
 AI6772'MONUMENT AND STAMPED--GPS 3A 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE
 AI6772'GROUND.  NORTHWEST OF A TELEPHONE PEDESTAL,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6032 ***********************************************************************
 AB6032  CBN         -  This is a Cooperative Base Network Control Station.
 AB6032  PACS        -  This is a Primary Airport Control Station.
 AB6032  DESIGNATION -  3G3 A
 AB6032  PID         -  AB6032
 AB6032  STATE/COUNTY-  OH/MEDINA
 AB6032  USGS QUAD   -  SEVILLE (1994)
 AB6032
 AB6032                         *CURRENT SURVEY CONTROL
 AB6032  ___________________________________________________________________
 AB6032* NAD 83(1995)-  41 00 29.23754(N)    081 45 11.52097(W)     ADJUSTED  
 AB6032* NAVD 88     -       299.17   (meters)     981.5    (feet)  GPS OBS   
 AB6032  ___________________________________________________________________
 AB6032  X           -     691,396.674 (meters)                     COMP
 AB6032  Y           -  -4,770,356.142 (meters)                     COMP
 AB6032  Z           -   4,163,278.328 (meters)                     COMP
 AB6032  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AB6032  ELLIP HEIGHT-         265.90  (meters)          (03/08/05) GPS OBS
 AB6032  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AB6032
 AB6032  HORZ ORDER  -  B
 AB6032  ELLP ORDER  -  FOURTH    CLASS II
 AB6032
 AB6032.This mark is at Wadsworth Municipal Airport (3G3)
 AB6032
 AB6032.The horizontal coordinates were established by GPS observations
 AB6032.and adjusted by the National Geodetic Survey in August 1996..
 AB6032
 AB6032.The orthometric height was determined by GPS observations and a
 AB6032.high-resolution geoid model.
 AB6032
 AB6032.GPS derived orthometric heights for airport stations designated as
 AB6032.PACS or SACS are published to 2 decimal places.  This maintains
 AB6032.centimeter relative accuracy between the PACS and SACS.  It does
 AB6032.not indicate centimeter accuracy relative to other marks which are
 AB6032.part of the NAVD 88 network.
 AB6032
 AB6032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6032
 AB6032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6032
 AB6032.The ellipsoidal height was determined by GPS observations
 AB6032.and is referenced to NAD 83.
 AB6032
 AB6032.The geoid height was determined by GEOID03.
 AB6032
 AB6032;                    North         East     Units Scale Factor Converg.
 AB6032;SPC OH N     -   149,231.921   662,819.863   MT  0.99993968   +0 29 26.2
 AB6032;UTM  17      - 4,539,931.810   436,662.223   MT  0.99964937   -0 29 39.3
 AB6032
 AB6032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6032!SPC OH N     -   0.99995829  x   0.99993968  =   0.99989798
 AB6032!UTM  17      -   0.99995829  x   0.99964937  =   0.99960768
 AB6032
 AB6032:                Primary Azimuth Mark                     Grid Az
 AB6032:SPC OH N     -  WADSPORT                                 196 28 45.0
 AB6032:UTM  17      -  WADSPORT                                 197 27 50.5
 AB6032
 AB6032|---------------------------------------------------------------------|
 AB6032| PID    Reference Object                     Distance      Geod. Az  |
 AB6032|                                                           dddmmss.s |
 AB6032| MB3003 WADSPORT                            APPROX. 0.5 KM 1965811.2 |
 AB6032|---------------------------------------------------------------------|
 AB6032
 AB6032                          SUPERSEDED SURVEY CONTROL
 AB6032
 AB6032  ELLIP H (08/20/96)  265.89   (m)                       GP(       ) 4 2
 AB6032
 AB6032.Superseded values are not recommended for survey control.
 AB6032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6032.See file dsdata.txt to determine how the superseded data were derived.
 AB6032
 AB6032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3666239932(NAD 83)
 AB6032_MARKER: DD = SURVEY DISK
 AB6032_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6032_STAMPING: FAA 3G3 A 1995
 AB6032_MARK LOGO: OHDT  
 AB6032_PROJECTION: FLUSH
 AB6032_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6032+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AB6032_ROD/PIPE-DEPTH: 10.1 meters
 AB6032_SLEEVE-DEPTH  : 0.90 meters
 AB6032
 AB6032  HISTORY     - Date     Condition        Report By
 AB6032  HISTORY     - 1995     MONUMENTED       OHDT
 AB6032  HISTORY     - 19950822 GOOD             NGS
 AB6032  HISTORY     - 19951116 GOOD             NGS
 AB6032  HISTORY     - 19980323 GOOD             GCS
 AB6032  HISTORY     - 2000     GOOD             OH-103
 AB6032
 AB6032                          STATION DESCRIPTION
 AB6032
 AB6032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6032'NOTE--THIS IS THE PAC STATION.  THE MARK IS LOCATED 1.5 MI (2.4 KM)
 AB6032'SOUTHWEST OF WADSWORTH, AND ABOUT 1.8 MI (2.9 KM) SOUTH OF INTERSTATE
 AB6032'76/US ROUTE 224 IN THE STATE RIGHT-OF-WAY OF STATE ROUTE 57, JUST
 AB6032'NORTH OF THE WADSWORTH MUNICIPAL AIRPORT.  IN WADSWORTH TOWNSHIP, T1N,
 AB6032'R 13 W.  OWNERSHIP--STATE OF OHIO, DISTRICT 3 DEPUTY DIRECTOR, 906
 AB6032'CLARK STREET, ASHLAND, OH 44805.  PHONE (419) 281-0513.  TO REACH THE
 AB6032'STATION FROM THE INTERSECTION OF INTERSTATE 76/US ROUTE 224 AND STATE
 AB6032'ROUTE 57 ON THE NORTHWEST EDGE OF WADSWORTH GO SOUTH ON STATE ROUTE 57
 AB6032'FOR 1.8 MI (2.9 KM) TO THE MARK ON THE RIGHT, 0.15 MI (0.24 KM) SOUTH
 AB6032'OF THE INTERSECTION OF STATE ROUTE 57 AND SEVILLE ROAD.  ON A SPOT OF
 AB6032'HIGH GROUND, 5 FT (1.5 M) EAST OF THE NORTH-SOUTH RIGHT-OF-WAY
 AB6032'FENCELINE, 110 FT (33.5 M) WEST OF THE CENTERLINE OF STATE ROUTE 57,
 AB6032'320 FT (97.5 M) NORTH OF THE CENTERLINE OF AN EAST-WEST DITCHLINE, 680
 AB6032'FT (207.3 M) NORTH OF THE NORTH EDGE OF RUNWAY NUMBER 20-2, 310 FT
 AB6032'(94.5 M) NORTH OF RIGHT-OF-WAY FENCE CORNERPOST AT THE STREAM.  THE
 AB6032'MARK IS A 3.25 INCH ALUMINUM DISK STAMPED FAA 3G3 A 1995, SET ON A
 AB6032'0.75 INCH ALUMINUM ALLOY ROD, DRIVEN TO REFUSAL AT A DEPTH OF 33 FT
 AB6032'(10.1 M) WITH A 3 FT (0.9 M) GREASED SLEEVE AND ENCASED IN A 5 INCH
 AB6032'DIAMETER PVC WITH AN ALUMINUM COVER AND REMOVABLE ALUMINUM LID.  AN
 AB6032'ORANGE CARSONITE WITNESS POST WAS SET 5 FT (1.5 M) WEST OF THE MARK.
 AB6032'NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.  DESCRIBED BY ODOT,
 AB6032'RECON BY J.D.D., TYPED BY D.G. AUG
 AB6032
 AB6032                          STATION RECOVERY (1995)
 AB6032
 AB6032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 16 NOV 1995 (JDD,DGA,WCW) .
 AB6032'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH CORRECTION.  THE
 AB6032'STAMPING ON THE OHDT LOGO CAP IS --FAA 3G3 A 1995--.
 AB6032
 AB6032                          STATION RECOVERY (1998)
 AB6032
 AB6032'RECOVERY NOTE BY GEODETIC CONSULTING SERVICES 1998 (KDZ)
 AB6032'RECOVERED AS DESCRIBED.
 AB6032
 AB6032                          STATION RECOVERY (2000)
 AB6032
 AB6032'RECOVERY NOTE BY MEDINA COUNTY OHIO 2000
 AB6032'RECOVERY NOTE BY MEDINA COUNTY SANITARY ENGINEER 2000
 AB6032'FOUND AS DESCRIBED IN GOOD CONDITION.
 AB6032'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6035 ***********************************************************************
 AB6035  CBN         -  This is a Cooperative Base Network Control Station.
 AB6035  PACS        -  This is a Primary Airport Control Station.
 AB6035  DESIGNATION -  3G4 A
 AB6035  PID         -  AB6035
 AB6035  STATE/COUNTY-  OH/ASHLAND
 AB6035  USGS QUAD   -  ASHLAND NORTH (1972)
 AB6035
 AB6035                         *CURRENT SURVEY CONTROL
 AB6035  ___________________________________________________________________
 AB6035* NAD 83(1995)-  40 53 51.44495(N)    082 15 21.73536(W)     ADJUSTED  
 AB6035* NAVD 88     -       366.79   (meters)    1203.4    (feet)  GPS OBS   
 AB6035  ___________________________________________________________________
 AB6035  X           -     650,595.816 (meters)                     COMP
 AB6035  Y           -  -4,784,260.603 (meters)                     COMP
 AB6035  Z           -   4,154,054.320 (meters)                     COMP
 AB6035  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 AB6035  ELLIP HEIGHT-         333.31  (meters)          (03/08/05) GPS OBS
 AB6035  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AB6035
 AB6035  HORZ ORDER  -  B
 AB6035  ELLP ORDER  -  FOURTH    CLASS II
 AB6035
 AB6035.This mark is at Ashland Airport (3G4)
 AB6035
 AB6035.The horizontal coordinates were established by GPS observations
 AB6035.and adjusted by the National Geodetic Survey in August 1996..
 AB6035
 AB6035.The orthometric height was determined by GPS observations and a
 AB6035.high-resolution geoid model.
 AB6035
 AB6035.GPS derived orthometric heights for airport stations designated as
 AB6035.PACS or SACS are published to 2 decimal places.  This maintains
 AB6035.centimeter relative accuracy between the PACS and SACS.  It does
 AB6035.not indicate centimeter accuracy relative to other marks which are
 AB6035.part of the NAVD 88 network.
 AB6035
 AB6035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6035
 AB6035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6035
 AB6035.The ellipsoidal height was determined by GPS observations
 AB6035.and is referenced to NAD 83.
 AB6035
 AB6035.The geoid height was determined by GEOID03.
 AB6035
 AB6035;                    North         East     Units Scale Factor Converg.
 AB6035;SPC OH N     -   136,721.307   620,556.361   MT  0.99994353   +0 09 37.0
 AB6035;UTM  17      - 4,528,151.720   394,200.808   MT  0.99973777   -0 49 20.7
 AB6035
 AB6035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6035!SPC OH N     -   0.99994772  x   0.99994353  =   0.99989125
 AB6035!UTM  17      -   0.99994772  x   0.99973777  =   0.99968550
 AB6035
 AB6035:                Primary Azimuth Mark                     Grid Az
 AB6035:SPC OH N     -  ASHPORT                                  001 14 09.7
 AB6035:UTM  17      -  ASHPORT                                  002 13 07.4
 AB6035
 AB6035|---------------------------------------------------------------------|
 AB6035| PID    Reference Object                     Distance      Geod. Az  |
 AB6035|                                                           dddmmss.s |
 AB6035| KZ2127 ASHPORT                             APPROX. 0.5 KM 0012346.7 |
 AB6035|---------------------------------------------------------------------|
 AB6035
 AB6035                          SUPERSEDED SURVEY CONTROL
 AB6035
 AB6035.No superseded survey control is available for this station.
 AB6035
 AB6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9420128152(NAD 83)
 AB6035_MARKER: I = METAL ROD
 AB6035_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6035_STAMPING: FAA 3G4 A 1995 ASHPORT
 AB6035_MARK LOGO: OHDT  
 AB6035_PROJECTION: FLUSH
 AB6035_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6035+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998
 AB6035_ROD/PIPE-DEPTH: 3.65 meters
 AB6035_SLEEVE-DEPTH  : 0.90 meters
 AB6035
 AB6035  HISTORY     - Date     Condition        Report By
 AB6035  HISTORY     - 1995     MONUMENTED       OHDT
 AB6035  HISTORY     - 19950927 GOOD             NGS
 AB6035  HISTORY     - 19980323 GOOD             GCS
 AB6035
 AB6035                          STATION DESCRIPTION
 AB6035
 AB6035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6035'NOTE--THIS IS THE PAC STATION.  THE MARK IS LOCATED ABOUT 4 MI (6.4
 AB6035'KM) NORTHEAST OF ASHLAND, 0.35 MI (0.56 KM) NORTH OF US ROUTE 42, ON
 AB6035'THE SOUTH EDGE OF THE ASHLAND COUNTY AIRPORT, IN THE NORTHWEST OF
 AB6035'QUARTER SECTION 2, T 22 N, R 16 W, MONTGOMERY TOWNSHIP.
 AB6035'OWNERSHIP--ASHLAND COUNTY AIRPORT AUTHORITY, C/O AIRPORT MANAGER BOB
 AB6035'JOHNSTON, 700 TR 1102, ASHLAND, OH 44805.  PHONE 419-281-3966, OR
 AB6035'1-800-421-1359.  TO REACH THE MARK FROM THE INTERSECTION OF US ROUTES
 AB6035'42 AND 250, AND SR 96 ON THE EAST EDGE OF ASHLAND, GO NORTH ON US
 AB6035'ROUTE 42 FOR 2.5 MI (4.0 KM) TO A PAVED CROSSROAD, TOWNSHIP ROAD 753.
 AB6035'TURN LEFT ON TOWNSHIP ROAD 753 FOR 0.6 MI (1.0 KM) TO THE INTERSECTION
 AB6035'OF TOWNSHIP ROAD 1102.  TURN RIGHT, EAST, ON TOWNSHIP ROAD 1102 FOR
 AB6035'0.7 MI (1.1 KM) PASSING TOWNSHIP ROAD 713 ON THE LEFT TO THE
 AB6035'ADMINISTRATION BUILDING ON THE RIGHT.  CONTINUE NORTH PAST THE
 AB6035'ADMINISTRATION BUILDING FOR 0.05 MI (0.08 KM) TO A TAXI BETWEEN THE
 AB6035'HANGARS.  TURN RIGHT, EAST, ON THE TAXI FOR 35 M (114.8 FT) TO THE
 AB6035'PARALLEL TAXI.  TURN RIGHT, SOUTH, ALONG THE TAXI FOR 0.32 MI (0.51
 AB6035'KM) TO THE END OF THE TAXI AND THE STATION.  THE MARK IS A 3.25 INCH
 AB6035'ALUMINUM DISK STAMPED FAA 3G4 A 1995 AND SET ON A 0.75 INCH ALUMINUM
 AB6035'ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 12 FT (3.7 M) WITH A 3 FT
 AB6035'(0.9 M) GREASED SLEEVE AND ENCASED IN 5 INCH ALUMINUM COVER AND A
 AB6035'REMOVABLE ALUMINUM LID FLUSH WITH THE GROUND, AND ABOUT 3 FT (0.9 M)
 AB6035'BELOW THE LEVEL OF THE RUNWAY.  IT IS 203 FT (61.9 M) SOUTH OF THE
 AB6035'SOUTH EDGE OF THE ASPHALT, 264 FT (80.5 M) WEST OF THE WOODS LINE ON
 AB6035'THE EAST EDGE OF THE AIRPORT PROPERTY, 6 FT (1.8 M) NORTH OF A
 AB6035'FENCELINE, AND 2 FT (0.6 M) WEST OF A WITNESS POST.  NOTE--SLEEVE
 AB6035'DEPTH DOES NOT MEET CLASS A CRITERIA.
 AB6035
 AB6035                          STATION RECOVERY (1998)
 AB6035
 AB6035'RECOVERY NOTE BY GEODETIC CONSULTING SERVICES 1998 (KDZ)
 AB6035'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9990 ***********************************************************************
 AD9990  SACS        -  This is a Secondary Airport Control Station.
 AD9990  DESIGNATION -  3G6 A
 AD9990  PID         -  AD9990
 AD9990  STATE/COUNTY-  OH/MAHONING
 AD9990  USGS QUAD   -  DAMASCUS (1994)
 AD9990
 AD9990                         *CURRENT SURVEY CONTROL
 AD9990  ___________________________________________________________________
 AD9990* NAD 83(1995)-  40 54 31.10780(N)    080 59 58.82108(W)     ADJUSTED  
 AD9990* NAVD 88     -       363.74   (meters)    1193.4    (feet)  GPS OBS   
 AD9990  ___________________________________________________________________
 AD9990  X           -     755,213.151 (meters)                     COMP
 AD9990  Y           -  -4,768,051.794 (meters)                     COMP
 AD9990  Z           -   4,154,976.998 (meters)                     COMP
 AD9990  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AD9990  ELLIP HEIGHT-         330.07  (meters)          (10/07/05) GPS OBS
 AD9990  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AD9990
 AD9990  HORZ ORDER  -  FIRST
 AD9990  ELLP ORDER  -  FOURTH    CLASS II
 AD9990
 AD9990.This mark is at Tri City Airport (3G6)
 AD9990
 AD9990.The horizontal coordinates were established by GPS observations
 AD9990.and adjusted by the National Geodetic Survey in August 1997..
 AD9990
 AD9990.The orthometric height was determined by GPS observations and a
 AD9990.high-resolution geoid model.
 AD9990
 AD9990.GPS derived orthometric heights for airport stations designated as
 AD9990.PACS or SACS are published to 2 decimal places.  This maintains
 AD9990.centimeter relative accuracy between the PACS and SACS.  It does
 AD9990.not indicate centimeter accuracy relative to other marks which are
 AD9990.part of the NAVD 88 network.
 AD9990
 AD9990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9990
 AD9990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9990
 AD9990.The ellipsoidal height was determined by GPS observations
 AD9990.and is referenced to NAD 83.
 AD9990
 AD9990.The geoid height was determined by GEOID03.
 AD9990
 AD9990;                    North         East     Units Scale Factor Converg.
 AD9990;SPC OH N     -   139,003.156   726,391.024   MT  0.99994298   +0 59 08.3
 AD9990;UTM  17      - 4,528,615.433   500,027.579   MT  0.99960000   +0 00 00.8
 AD9990
 AD9990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9990!SPC OH N     -   0.99994823  x   0.99994298  =   0.99989121
 AD9990!UTM  17      -   0.99994823  x   0.99960000  =   0.99954825
 AD9990
 AD9990:                Primary Azimuth Mark                     Grid Az
 AD9990:SPC OH N     -  SEBPORT                                  176 19 35.2
 AD9990:UTM  17      -  SEBPORT                                  177 18 42.7
 AD9990
 AD9990|---------------------------------------------------------------------|
 AD9990| PID    Reference Object                     Distance      Geod. Az  |
 AD9990|                                                           dddmmss.s |
 AD9990| KY3551 SEBPORT                             APPROX. 0.6 KM 1771843.5 |
 AD9990|---------------------------------------------------------------------|
 AD9990
 AD9990                          SUPERSEDED SURVEY CONTROL
 AD9990
 AD9990  ELLIP H (08/04/97)  330.08   (m)                       GP(       ) 4 2
 AD9990
 AD9990.Superseded values are not recommended for survey control.
 AD9990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9990.See file dsdata.txt to determine how the superseded data were derived.
 AD9990
 AD9990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0002828615(NAD 83)
 AD9990_MARKER: DD = SURVEY DISK
 AD9990_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9990_STAMPING: 3G6 A 1995
 AD9990_MARK LOGO: NGS   
 AD9990_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9990+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1995
 AD9990
 AD9990  HISTORY     - Date     Condition        Report By
 AD9990  HISTORY     - UNK      MONUMENTED
 AD9990  HISTORY     - 19950804 GOOD             NGS
 AD9990
 AD9990                          STATION DESCRIPTION
 AD9990
 AD9990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9990'THE STATION IS LOCATED ABOUT 2.89 KM (1.80 MI) SOUTHEAST OF SEBRING,
 AD9990'3.7 KM (2.30 MI) WEST OF DAMASCUS, AT THE TRI-CITY AIRPORT, ON A SMALL
 AD9990'RISE NEAR THE NORTH END OF RUNWAY 17.  OWNERSHIP--TRI-CITY AIRPORT
 AD9990'INC.  18294 HARRISBURGE WESTVILLE ROAD, BELOIT, OH.  44609. AIRPORT
 AD9990'MANAGER THOMAS M.  LANDIS, PHONE 216-938-1216.  NOTE--THIS STATION WAS
 AD9990'SELECTED AS A (SACS) .  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AD9990'HIGHWAY 62 AND STATE HIGHWAYS 165 AND 173 ABOUT 3.21 KM (2.00 MI) WEST
 AD9990'OF DAMASCUS, GO WEST 0.40 KM (0.25 MI) ON HIGHWAY 62 TO THE AIRPORT
 AD9990'ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTH, 0.31 KM (0.20 MI) ON
 AD9990'CURVING ROAD, PAST THE OLD OFFICE AND FIRST LONG HANGAR TO THE LEFT.
 AD9990'TURN LEFT, WEST, BETWEEN HANGARS 0.08 KM (0.05 MI) TO THE OFFICE ON
 AD9990'THE RIGHT.  CONTINUE AHEAD 0.048 KM (0.00 MI) TO THE RUNWAY.  TURN
 AD9990'RIGHT, NORTH, 0.3 MI (0.5 KM) ALONG RUNWAY TO THE STATION ON THE RIGHT
 AD9990'ON A SMALL HILL.  STATION IS 276.6 FT (84.3 M) EAST OF THE RUNWAY
 AD9990'EDGE, 61.7 FT (18.8 M) SOUTH OF A FENCE LINE AND 1.9 FT (0.6 M) WEST
 AD9990'OF A WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9274 ***********************************************************************
 AD9274  SACS        -  This is a Secondary Airport Control Station.
 AD9274  DESIGNATION -  3I7 A
 AD9274  PID         -  AD9274
 AD9274  STATE/COUNTY-  OH/MONTGOMERY
 AD9274  USGS QUAD   -  LAURA (1973)
 AD9274
 AD9274                         *CURRENT SURVEY CONTROL
 AD9274  ___________________________________________________________________
 AD9274* NAD 83(1995)-  39 54 55.98729(N)    084 23 55.90416(W)     ADJUSTED  
 AD9274* NAVD 88     -       311.55   (meters)    1022.1    (feet)  GPS OBS   
 AD9274  ___________________________________________________________________
 AD9274  X           -     478,149.875 (meters)                     COMP
 AD9274  Y           -  -4,875,552.773 (meters)                     COMP
 AD9274  Z           -   4,070,976.873 (meters)                     COMP
 AD9274  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 AD9274  ELLIP HEIGHT-         278.37  (meters)          (10/07/05) GPS OBS
 AD9274  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AD9274
 AD9274  HORZ ORDER  -  FIRST
 AD9274  ELLP ORDER  -  FOURTH    CLASS II
 AD9274
 AD9274.This mark is at Phillipsburg Airport (3I7)
 AD9274
 AD9274.The horizontal coordinates were established by GPS observations
 AD9274.and adjusted by the National Geodetic Survey in July 1997..
 AD9274
 AD9274.The orthometric height was determined by GPS observations and a
 AD9274.high-resolution geoid model.
 AD9274
 AD9274.GPS derived orthometric heights for airport stations designated as
 AD9274.PACS or SACS are published to 2 decimal places.  This maintains
 AD9274.centimeter relative accuracy between the PACS and SACS.  It does
 AD9274.not indicate centimeter accuracy relative to other marks which are
 AD9274.part of the NAVD 88 network.
 AD9274
 AD9274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9274
 AD9274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9274
 AD9274.The ellipsoidal height was determined by GPS observations
 AD9274.and is referenced to NAD 83.
 AD9274
 AD9274.The geoid height was determined by GEOID03.
 AD9274
 AD9274;                    North         East     Units Scale Factor Converg.
 AD9274;SPC OH S     -   214,363.389   437,664.658   MT  0.99997882   -1 12 17.5
 AD9274;UTM  16      - 4,421,623.716   722,319.249   MT  1.00020852   +1 40 11.0
 AD9274
 AD9274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9274!SPC OH S     -   0.99995633  x   0.99997882  =   0.99993515
 AD9274!UTM  16      -   0.99995633  x   1.00020852  =   1.00016484
 AD9274
 AD9274                          SUPERSEDED SURVEY CONTROL
 AD9274
 AD9274  ELLIP H (07/01/97)  278.44   (m)                       GP(       ) 4 2
 AD9274
 AD9274.Superseded values are not recommended for survey control.
 AD9274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9274.See file dsdata.txt to determine how the superseded data were derived.
 AD9274
 AD9274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2231921624(NAD 83)
 AD9274_MARKER: I = METAL ROD
 AD9274_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD9274_STAMPING: 3I7 A 1995
 AD9274_MARK LOGO: NGS   
 AD9274_PROJECTION: FLUSH
 AD9274_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9274+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1995
 AD9274_ROD/PIPE-DEPTH: 4.57 meters
 AD9274
 AD9274  HISTORY     - Date     Condition        Report By
 AD9274  HISTORY     - 1995     MONUMENTED       OHDT
 AD9274  HISTORY     - 19951011 GOOD             NGS
 AD9274
 AD9274                          STATION DESCRIPTION
 AD9274
 AD9274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9274'THE STATION IS LOCATED ABOUT 23 KM (14.30 MI) NORTHWEST OF DAYTON,
 AD9274'JUST NORTH OF PHILLIPSBURG AT THE PHILLIPSBURG AIRPORT, ALONG THE
 AD9274'SOUTHEAST SIDE OF THE RUNWAY, AND NEAR RUNWAY END 21. OWNERSHIP--CITY
 AD9274'OF PHILLIPSBURG, P.O.  BOX 459, 53 NORTH STREET EXT., PHILLIPSBURG,
 AD9274'OH.  45354-0459.  AIRPORT MANAGER IS JAYNE MILLER. PHONE 513-836-9795.
 AD9274'TO REACH FROM THE INTERSECTION OF STATE STREET (STATE ROUTE 49) AND
 AD9274'MAIN STREET IN PHILLIPSBURG, GO NORTHWEST ON STATE STREET FOR 0.16 KM
 AD9274'(0.10 MI) , THEN RIGHT, EAST, FOR 0.08 KM (0.05 MI) ON WALNUT STREET,
 AD9274'THEN LEFT, NORTH, FOR 0.16 KM (0.10 MI) ON NORTH STREET, THEN LEFT,
 AD9274'WEST, FOR 0.08 KM (0.05 MI) ON AIRPORT LOOP ROAD TO THE AIRPORT
 AD9274'OFFICE.  CONTINUE AHEAD, NORTH, ALONG THE TAXI FOR 0.34 KM (0.20 MI)
 AD9274'TO RUNWAY END 3.  TURN RIGHT, NORTHEAST, ALONG THE SOUTHEAST SIDE OF
 AD9274'THE RUNWAY FOR 0.64 KM (0.40 MI) AND THE STATION AS DESCRIBED.  THE
 AD9274'STATION IS AN ALUMINUM ALLOY ROD IN A GREASE FILLED SLEEVE 90 CM LONG
 AD9274'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AD9274'SET FLUSH WITH THE GROUND.  IT IS 15.5 M (50.9 FT) SOUTHEAST OF THE
 AD9274'SOUTHEAST EDGE OF THE RUNWAY, IN LINE WITH THE FIRST SET OF RUNWAY
 AD9274'LIGHTS THAT ARE SOUTHWEST OF A TURN-AROUND, AND 56.9 M (186.7 FT)
 AD9274'SOUTHWEST OF THE SOUTHWEST EDGE OF THE TURN-AROUND.  THE STATION IS
 AD9274'THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL TO A DEPTH
 AD9274'OF 4.57 M, (14.99 FT) RECESSED 6 CM BELOW GROUND LEVEL IN A 2.5 CM
 AD9274'GREASE FILLED FLUTED PLASTIC SLEEVE 90 CM LONG, ENCASED IN A 13 CM
 AD9274'DIAMETER PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO
 AD9274'CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. NOTE--MARK IS A
 AD9274'SECONDARY AIRPORT CONTROL STATION (SACS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE1998 ***********************************************************************
 AE1998  SACS        -  This is a Secondary Airport Control Station.
 AE1998  DESIGNATION -  3I9 A
 AE1998  PID         -  AE1998
 AE1998  STATE/COUNTY-  OH/LICKING
 AE1998  USGS QUAD   -  MILLERSPORT (1994)
 AE1998
 AE1998                         *CURRENT SURVEY CONTROL
 AE1998  ___________________________________________________________________
 AE1998* NAD 83(1995)-  39 57 40.16277(N)    082 32 24.86582(W)     ADJUSTED  
 AE1998* NAVD 88     -       276.64   (meters)     907.6    (feet)  GPS OBS   
 AE1998  ___________________________________________________________________
 AE1998  X           -     635,603.363 (meters)                     COMP
 AE1998  Y           -  -4,854,229.221 (meters)                     COMP
 AE1998  Z           -   4,074,836.475 (meters)                     COMP
 AE1998  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AE1998  ELLIP HEIGHT-         242.54  (meters)          (10/07/05) GPS OBS
 AE1998  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 AE1998
 AE1998  HORZ ORDER  -  FIRST
 AE1998  ELLP ORDER  -  THIRD     CLASS II
 AE1998
 AE1998.This mark is at Hebron Airport (3I9)
 AE1998
 AE1998.The horizontal coordinates were established by GPS observations
 AE1998.and adjusted by the National Geodetic Survey in August 1997..
 AE1998
 AE1998.The orthometric height was determined by GPS observations and a
 AE1998.high-resolution geoid model.
 AE1998
 AE1998.GPS derived orthometric heights for airport stations designated as
 AE1998.PACS or SACS are published to 2 decimal places.  This maintains
 AE1998.centimeter relative accuracy between the PACS and SACS.  It does
 AE1998.not indicate centimeter accuracy relative to other marks which are
 AE1998.part of the NAVD 88 network.
 AE1998
 AE1998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1998
 AE1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1998
 AE1998.The ellipsoidal height was determined by GPS observations
 AE1998.and is referenced to NAD 83.
 AE1998
 AE1998.The geoid height was determined by GEOID03.
 AE1998
 AE1998;                    North         East     Units Scale Factor Converg.
 AE1998;SPC OH S     -   217,720.743   596,561.808   MT  0.99998652   -0 01 31.9
 AE1998;UTM  17      - 4,424,581.776   368,448.259   MT  0.99981305   -0 59 21.8
 AE1998
 AE1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1998!SPC OH S     -   0.99996195  x   0.99998652  =   0.99994847
 AE1998!UTM  17      -   0.99996195  x   0.99981305  =   0.99977501
 AE1998
 AE1998|---------------------------------------------------------------------|
 AE1998| PID    Reference Object                     Distance      Geod. Az  |
 AE1998|                                                           dddmmss.s |
 AE1998| JY1560 BUCKEYE                             352.652 METERS 00234     |
 AE1998|---------------------------------------------------------------------|
 AE1998
 AE1998                          SUPERSEDED SURVEY CONTROL
 AE1998
 AE1998  ELLIP H (08/11/97)  242.56   (m)                       GP(       ) 3 2
 AE1998
 AE1998.Superseded values are not recommended for survey control.
 AE1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1998.See file dsdata.txt to determine how the superseded data were derived.
 AE1998
 AE1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE6844824582(NAD 83)
 AE1998_MARKER: DD = SURVEY DISK
 AE1998_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE1998+WITH SETTING: INFORMATION.
 AE1998_STAMPING: 3I9 A 1995
 AE1998_MARK LOGO: NGS   
 AE1998_PROJECTION: FLUSH
 AE1998_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1998+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1995
 AE1998_ROD/PIPE-DEPTH: 1.0  meters
 AE1998
 AE1998  HISTORY     - Date     Condition        Report By
 AE1998  HISTORY     - 1995     MONUMENTED       NGS
 AE1998  HISTORY     - 19951028 GOOD             NGS
 AE1998
 AE1998                          STATION DESCRIPTION
 AE1998
 AE1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AE1998'THE STATION IS LOCATED ABOUT 30 KM (18.65 MI) EAST OF COLUMBUS,4 KM
 AE1998'WEST OF HEBRON,1.6 KM NORTH OF INTERSTATE HIGHWAY 70 AT THE BUCKEYE
 AE1998'EXECUTIVE AIRPORT, IN GRASS ALONG THE EAST SIDE OF THE RUNWAY,ON THE
 AE1998'EXTENDED CENTERLINE OF THE PAVED DRIVE FROM RUNWAY TO THE AIRPORT
 AE1998'OFFICE,AND NEAR THE CENTER OF THE AIRFIELD.  OWNERSHIP -- JEFF AND
 AE1998'REBECCA ROBB,2340 U.S.  ROUTE 40,P.O.BOX 100,HEBRON,OHIO 43025.
 AE1998'AIRPORT MANAGERS ARE JEFF AND REBECCA ROBB.  PHONE NUMBER IS
 AE1998'614-928-5300.  CALL ONE DAY IN ADVANCE TO OCCUPY THIS STATION.  TO
 AE1998'REACH FROM THE JUNCTION OF U.S.HIGHWAY 40 AND STATE HIGHWAY 37 (ABOUT
 AE1998'3 KM (1.85 MI) WEST OF HEBRON) ,GO WEST ON HIGHWAY 40 FOR .88 KM (0.55
 AE1998'MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,NORTH,ON
 AE1998'THE ROAD FOR 10 M (32.8 FT) TO A GRAVEL ROAD RIGHT. TURN RIGHT,EAST,ON
 AE1998'THE ROAD FOR 80 M (262.5 FT) PASSING AROUND THE SOUTH END OF THE
 AE1998'RUNWAY.  TURN LEFT,NORTH,ALONG THE RUNWAY FOR .34 KM (0.20 MI) TO THE
 AE1998'STATION ON THEM RIGHT.  THE STATON IS A SURVEY DISK SET IN THE TOP OF
 AE1998'A 1 M (3.3 FT) METAL ROD DRIVEN IN THE GROUND ENCLOSED IN A PVC PIPE
 AE1998'WITH NGS LOGO CAP SET IN A 30 CM ROUND CONCRETE POST THAT IS FLUSH
 AE1998'WITH THE GROUND.IT IS 33.1 M (108.6 FT) EAST OF THE EAST EDGE OF THE
 AE1998'RUNWAY, 7.5 M (24.6 FT) EAST OF THE CENTER OF A SMALL DITCH, AND .3 M
 AE1998'(1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0499 ***********************************************************************
 LA0499  DESIGNATION -  4
 LA0499  PID         -  LA0499
 LA0499  STATE/COUNTY-  OH/VAN WERT
 LA0499  USGS QUAD   -  SCOTT (1988)
 LA0499
 LA0499                         *CURRENT SURVEY CONTROL
 LA0499  ___________________________________________________________________
 LA0499* NAD 83(1986)-  40 53 08.     (N)    084 35 09.     (W)     SCALED    
 LA0499* NAVD 88     -       234.565  (meters)     769.57   (feet)  ADJUSTED  
 LA0499  ___________________________________________________________________
 LA0499  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LA0499  DYNAMIC HT  -         234.461 (meters)     769.23  (feet)  COMP
 LA0499  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 LA0499
 LA0499  VERT ORDER  -  SECOND    CLASS 0
 LA0499
 LA0499.The horizontal coordinates were scaled from a topographic map and have
 LA0499.an estimated accuracy of +/- 6 seconds.
 LA0499
 LA0499.The orthometric height was determined by differential leveling
 LA0499.and adjusted by the National Geodetic Survey in June 1991..
 LA0499
 LA0499.The geoid height was determined by GEOID03.
 LA0499
 LA0499.The dynamic height is computed by dividing the NAVD 88
 LA0499.geopotential number by the normal gravity value computed on the
 LA0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0499.degrees latitude (g = 980.6199 gals.).
 LA0499
 LA0499.The modeled gravity was interpolated from observed gravity values.
 LA0499
 LA0499;                    North         East    Units  Estimated Accuracy
 LA0499;SPC OH N     -   137,450.      424,230.      MT  (+/- 180 meters Scaled)
 LA0499
 LA0499                          SUPERSEDED SURVEY CONTROL
 LA0499
 LA0499  NGVD 29 (??/??/92)  234.726  (m)          770.10   (f) ADJ UNCH    2 0
 LA0499
 LA0499.Superseded values are not recommended for survey control.
 LA0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0499.See file dsdata.txt to determine how the superseded data were derived.
 LA0499
 LA0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL033288(NAD 83)
 LA0499_MARKER: B = BOLT
 LA0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0499_SP_SET: BRIDGE
 LA0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0499
 LA0499  HISTORY     - Date     Condition        Report By
 LA0499  HISTORY     - UNK      MONUMENTED       CGS
 LA0499  HISTORY     - 1934     GOOD             NGS
 LA0499
 LA0499                          STATION DESCRIPTION
 LA0499
 LA0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0499'0.9 MI N FROM VAN WERT.
 LA0499'0.9 MILE NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 LA0499'STATION AT VAN WERT, VAN WERT COUNTY, AT A CONCRETE BRIDGE OVER A
 LA0499'CREEK, IN THE TOP OF THE NORTHWEST CORNER, 3 RAILS NORTH OF A YARD
 LA0499'LIGHT, 7.3 FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE TRACK.
 LA0499'AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2433 ***********************************************************************
 AB2433  DESIGNATION -  4
 AB2433  PID         -  AB2433
 AB2433  STATE/COUNTY-  OH/ATHENS
 AB2433  USGS QUAD   -  ALBANY (1995)
 AB2433
 AB2433                         *CURRENT SURVEY CONTROL
 AB2433  ___________________________________________________________________
 AB2433* NAD 83(1995)-  39 13 34.04126(N)    082 10 33.20058(W)     ADJUSTED  
 AB2433* NAVD 88     -       220.5    (meters)     723.     (feet)  GPS OBS   
 AB2433  ___________________________________________________________________
 AB2433  X           -     673,533.837 (meters)                     COMP
 AB2433  Y           -  -4,901,575.712 (meters)                     COMP
 AB2433  Z           -   4,011,912.786 (meters)                     COMP
 AB2433  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AB2433  ELLIP HEIGHT-         186.33  (meters)          (10/07/05) GPS OBS
 AB2433  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 AB2433
 AB2433  HORZ ORDER  -  FIRST
 AB2433  ELLP ORDER  -  FOURTH    CLASS I
 AB2433
 AB2433.The horizontal coordinates were established by GPS observations
 AB2433.and adjusted by the National Geodetic Survey in April 1998..
 AB2433
 AB2433.The orthometric height was determined by GPS observations and a
 AB2433.high-resolution geoid model.
 AB2433
 AB2433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2433
 AB2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2433
 AB2433.The ellipsoidal height was determined by GPS observations
 AB2433.and is referenced to NAD 83.
 AB2433
 AB2433.The geoid height was determined by GEOID03.
 AB2433
 AB2433;                    North         East     Units Scale Factor Converg.
 AB2433;SPC OH S     -   136,165.857   627,985.234   MT  0.99993970   +0 12 20.4
 AB2433;UTM  17      - 4,342,528.837   398,501.150   MT  0.99972685   -0 44 37.2
 AB2433
 AB2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2433!SPC OH S     -   0.99997077  x   0.99993970  =   0.99991047
 AB2433!UTM  17      -   0.99997077  x   0.99972685  =   0.99969763
 AB2433
 AB2433                          SUPERSEDED SURVEY CONTROL
 AB2433
 AB2433  ELLIP H (04/01/98)  186.34   (m)                       GP(       ) 4 1
 AB2433  NAD 83(1986)-  39 13 34.04379(N)    082 10 33.20440(W) AD(       ) 1
 AB2433
 AB2433.Superseded values are not recommended for survey control.
 AB2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2433.See file dsdata.txt to determine how the superseded data were derived.
 AB2433
 AB2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9850142529(NAD 83)
 AB2433_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2433_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2433_STAMPING: 4 1995
 AB2433_MARK LOGO: ATHCE 
 AB2433_PROJECTION: FLUSH
 AB2433_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2433+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2433_ROD/PIPE-DEPTH: 1    meters
 AB2433
 AB2433  HISTORY     - Date     Condition        Report By
 AB2433  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2433
 AB2433                          STATION DESCRIPTION
 AB2433
 AB2433'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2433'IN ATHENS COUNTY, OHIO, ALEXANDER TOWNSHIP, SET IN AN EARTHEN DAM JUST
 AB2433'EAST OF EAST OF C.R.  19.  AN UNLOCKED GATE CAN BE OPENED FOR DRIVING
 AB2433'TO THE STATION OR IT CAN BE EASILY PACKED TO.  LOCATED APPROXIMATELY
 AB2433'20 FT.NORTH OF THE SPILLWAY, 15 FT.NORTH OF A REBAR W/ CAP SET NEAR
 AB2433'THE SPILLWAY, AND JUST ON THE SOUTH EDGE OF THE DAMS LEVELED TOP. TWO
 AB2433'ADDITIONAL REBAR W/ CAPS ARE USED TO REFERENCE THE MONUMENT. ONE IS 19
 AB2433'FT.S.W.  OF THE MONUMENT AND THE OTHER IS 23 FT.S.E..  THE STATION IS
 AB2433'FLUSH WITH THE GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE
 AB2433'ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6880 ***********************************************************************
 AC6880  DESIGNATION -  4
 AC6880  PID         -  AC6880
 AC6880  STATE/COUNTY-  OH/BELMONT
 AC6880  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6880
 AC6880                         *CURRENT SURVEY CONTROL
 AC6880  ___________________________________________________________________
 AC6880* NAD 83(1995)-  40 05 13.42068(N)    080 52 39.58895(W)     ADJUSTED  
 AC6880* NAVD 88     -       337.9    (meters)    1109.     (feet)  GPS OBS   
 AC6880  ___________________________________________________________________
 AC6880  X           -     774,755.343 (meters)                     COMP
 AC6880  Y           -  -4,824,913.949 (meters)                     COMP
 AC6880  Z           -   4,085,581.904 (meters)                     COMP
 AC6880  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AC6880  ELLIP HEIGHT-         304.04  (meters)          (10/07/05) GPS OBS
 AC6880  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AC6880
 AC6880  HORZ ORDER  -  FIRST
 AC6880  ELLP ORDER  -  FOURTH    CLASS II
 AC6880
 AC6880.The horizontal coordinates were established by GPS observations
 AC6880.and adjusted by the National Geodetic Survey in October 2005..
 AC6880
 AC6880.The orthometric height was determined by GPS observations and a
 AC6880.high-resolution geoid model.
 AC6880
 AC6880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6880
 AC6880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6880
 AC6880.The ellipsoidal height was determined by GPS observations
 AC6880.and is referenced to NAD 83.
 AC6880
 AC6880.The geoid height was determined by GEOID03.
 AC6880
 AC6880;                    North         East     Units Scale Factor Converg.
 AC6880;SPC OH S     -   232,942.740   738,355.548   MT  1.00001107   +1 01 45.9
 AC6880;UTM  17      - 4,437,427.414   510,429.326   MT  0.99960134   +0 04 43.6
 AC6880
 AC6880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6880!SPC OH S     -   0.99995231  x   1.00001107  =   0.99996337
 AC6880!UTM  17      -   0.99995231  x   0.99960134  =   0.99955366
 AC6880
 AC6880                          SUPERSEDED SURVEY CONTROL
 AC6880
 AC6880  NAD 83(1995)-  40 05 13.41304(N)    080 52 39.59003(W) AD(       ) 1
 AC6880  NAD 83(1986)-  40 05 13.42523(N)    080 52 39.59626(W) AD(       ) 1
 AC6880
 AC6880.Superseded values are not recommended for survey control.
 AC6880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6880.See file dsdata.txt to determine how the superseded data were derived.
 AC6880
 AC6880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE1042937427(NAD 83)
 AC6880_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6880_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6880_STAMPING: 4 1996
 AC6880_MARK LOGO: OH7200
 AC6880_PROJECTION: FLUSH
 AC6880_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6880+STABILITY: SURFACE MOTION
 AC6880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6880+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6880_ROD/PIPE-DEPTH: 1    meters
 AC6880
 AC6880  HISTORY     - Date     Condition        Report By
 AC6880  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6880
 AC6880                          STATION DESCRIPTION
 AC6880
 AC6880'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6880'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE THE
 AC6880'STATION IS LOCATED AT THE NORTWEST CORNER OF A WATER TREATMENT PLANT
 AC6880'EAST OF ST.  CLAIRSVILLE.  ON LEFT HAND SIDE IF CINDY DR.  JUST BEFORE
 AC6880'THE ROAD ENDS, A SMALL GRAVEL TRAIL SOUTH OF THE HOUSE NO. 50530.  44
 AC6880'FT.  (13.4 M) SOUTH OF A PK SET NORTH OF THE TRAIL, 54 FT.  (16.5 M)
 AC6880'EAST OF A PK SET BETWEEN THE MANHOLE COVERS, AND 12 FT.  (3.7 M) WEST
 AC6880'OF THE NORTHWEST CORNER OF THE WATER TREATMENT PLANT FENCE.  STATION
 AC6880'IS FLUSH WITH THE GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE
 AC6880'CITY OF ST.  CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6743 ***********************************************************************
 AI6743  DESIGNATION -  4
 AI6743  PID         -  AI6743
 AI6743  STATE/COUNTY-  OH/CLINTON
 AI6743  USGS QUAD   -  MILLEDGEVILLE (1979)
 AI6743
 AI6743                         *CURRENT SURVEY CONTROL
 AI6743  ___________________________________________________________________
 AI6743* NAD 83(1995)-  39 32 50.48467(N)    083 37 19.36477(W)     ADJUSTED  
 AI6743* NAVD 88     -       314.3    (meters)    1031.     (feet)  GPS OBS   
 AI6743  ___________________________________________________________________
 AI6743  X           -     547,109.831 (meters)                     COMP
 AI6743  Y           -  -4,894,594.532 (meters)                     COMP
 AI6743  Z           -   4,039,538.631 (meters)                     COMP
 AI6743  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 AI6743  ELLIP HEIGHT-         281.81  (meters)          (10/07/05) GPS OBS
 AI6743  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 AI6743
 AI6743  HORZ ORDER  -  FIRST
 AI6743  ELLP ORDER  -  THIRD     CLASS II
 AI6743
 AI6743.The horizontal coordinates were established by GPS observations
 AI6743.and adjusted by the National Geodetic Survey in August 2000..
 AI6743
 AI6743.The orthometric height was determined by GPS observations and a
 AI6743.high-resolution geoid model.
 AI6743
 AI6743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6743
 AI6743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6743
 AI6743.The ellipsoidal height was determined by GPS observations
 AI6743.and is referenced to NAD 83.
 AI6743
 AI6743.The geoid height was determined by GEOID03.
 AI6743
 AI6743;                    North         East     Units Scale Factor Converg.
 AI6743;SPC OH S     -   172,376.920   503,562.808   MT  0.99993994   -0 42 43.1
 AI6743;UTM  17      - 4,380,803.951   274,697.112   MT  1.00022501   -1 40 12.7
 AI6743
 AI6743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6743!SPC OH S     -   0.99995579  x   0.99993994  =   0.99989573
 AI6743!UTM  17      -   0.99995579  x   1.00022501  =   1.00018079
 AI6743
 AI6743|---------------------------------------------------------------------|
 AI6743| PID    Reference Object                     Distance      Geod. Az  |
 AI6743|                                                           dddmmss.s |
 AI6743| AI6773 4A                                  380.600 METERS 13855     |
 AI6743|---------------------------------------------------------------------|
 AI6743
 AI6743                          SUPERSEDED SURVEY CONTROL
 AI6743
 AI6743  ELLIP H (08/02/00)  281.84   (m)                       GP(       ) 3 2
 AI6743
 AI6743.Superseded values are not recommended for survey control.
 AI6743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6743.See file dsdata.txt to determine how the superseded data were derived.
 AI6743
 AI6743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7469780804(NAD 83)
 AI6743_MARKER: DD = SURVEY DISK
 AI6743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6743_STAMPING: GPS 4 2000
 AI6743_MARK LOGO: OH-027
 AI6743_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6743+STABILITY: SURFACE MOTION
 AI6743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6743+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6743
 AI6743  HISTORY     - Date     Condition        Report By
 AI6743  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6743
 AI6743                          STATION DESCRIPTION
 AI6743
 AI6743'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6743'THE STATION IS LOCATED APPROXIMATELY 13.25 MI (21.32 KM) NORTHEAST OF
 AI6743'WILMINGTON, APPROXIMATELY 8.0 MI (12.9 KM) WEST OF WASHINGTON COURT
 AI6743'HOUSE, 4.0 MI (6.4 KM) NORTH OF SABINA ON THE EAST SIDE OF STIVER ROAD
 AI6743'AT THE BOUNDRY BETWEEN CLINTON AND FAYETTE COUNTIES.
 AI6743'TO GET TO THE STATION FROM CITY HALL IN WILMINGTON, PROCEED
 AI6743'EAST-NORTHEAST APPROXIMATELY 10.5 MI (16.9 KM) ALONG US ROUTE 22 TO
 AI6743'THE JUNCTION OF OHIO STATE ROUTE 729 IN THE TOWN OF SABINA.  TURN LEFT
 AI6743'AND PROCEED NORTH ALONG SR 729 APPROXIMATELY 4.0 MI (6.4 KM) TO A ROAD
 AI6743'ON THE LEFT.  TURN LEFT AND PROCEED NORTHWEST ALONG STIVER ROAD
 AI6743'APPROXIMATELY 0.75 MI (1.21 KM) TO THE STATION ON THE NORTHEAST SIDE
 AI6743'OF STIVER ROAD APROXIMATELY 10 FT (3.0 M) SOUTHEAST OF THE COUNTY
 AI6743'LINE.  ALSO, FROM THE INTERSECTION OF INTERSTATE 71 AND OHIO STATE
 AI6743'ROUTE 72, PROCEED SOUTH ON SR 72 APPROXIMATELY 4.0 MILES (6.4 KM) TO A
 AI6743'ROAD ON THE LEFT.  TURN LEFT AND PROCEED NORTHEAST ON POLK ROAD FOR
 AI6743'APPROXIMATELY 1.0 MI (1.6 KM) TO A ROAD ON THE LEFT. TURN LEFT AND
 AI6743'PROCEED NORTHEAST ON WEAVER ROAD APPROXIMATELY 1.75 MI (2.82 KM) TO
 AI6743'THE JUNCTION OF DAKINS CHAPEL ROAD.  CONTINUE NORTHEAST ALONG LAMB
 AI6743'ROAD (PREVIOUSLY WEAVER ROAD) APPROXIMATELY 2.25 MI (3.62 KM) TO THE
 AI6743'INTERSECTION WITH STIVER ROAD.  TURN LEFT AND PROCEED NORTHWEST
 AI6743'APROXIMATELY 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT AT THE
 AI6743'COUNTY LINE.
 AI6743'THE STATION IS LOCATED APPROXIMATELY 31 FT (9.4 M) EAST OF MILE MARKER
 AI6743'2.21, 17 FT (5.2 M) NORTHEAST OF THE CENTERLINE OF STIVER ROAD, AND 10
 AI6743'FEET (3.0 M) SOUTHEAST OF A COUNTY LINE MONUMENT.  A STANDARD CLINTON
 AI6743'COUNTY DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS 4
 AI6743'2000--RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3417 ***********************************************************************
 AE3417  DESIGNATION -  4 1
 AE3417  PID         -  AE3417
 AE3417  STATE/COUNTY-  OH/UNION
 AE3417  USGS QUAD   -  RICHWOOD (1961)
 AE3417
 AE3417                         *CURRENT SURVEY CONTROL
 AE3417  ___________________________________________________________________
 AE3417* NAD 83(1995)-  40 25 06.16139(N)    083 17 24.07335(W)     ADJUSTED  
 AE3417* NAVD 88     -       286.9    (meters)     941.     (feet)  GPS OBS   
 AE3417  ___________________________________________________________________
 AE3417  X           -     568,200.372 (meters)                     COMP
 AE3417  Y           -  -4,829,599.421 (meters)                     COMP
 AE3417  Z           -   4,113,627.494 (meters)                     COMP
 AE3417  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AE3417  ELLIP HEIGHT-         252.62  (meters)          (10/07/05) GPS OBS
 AE3417  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 AE3417
 AE3417  HORZ ORDER  -  FIRST
 AE3417  ELLP ORDER  -  THIRD     CLASS I
 AE3417
 AE3417.The horizontal coordinates were established by GPS observations
 AE3417.and adjusted by the National Geodetic Survey in October 1997..
 AE3417
 AE3417.The orthometric height was determined by GPS observations and a
 AE3417.high-resolution geoid model.
 AE3417
 AE3417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3417
 AE3417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3417
 AE3417.The ellipsoidal height was determined by GPS observations
 AE3417.and is referenced to NAD 83.
 AE3417
 AE3417.The geoid height was determined by GEOID03.
 AE3417
 AE3417;                    North         East     Units Scale Factor Converg.
 AE3417;SPC OH N     -    83,779.052   532,951.367   MT  1.00000290   -0 31 08.4
 AE3417;UTM  17      - 4,476,712.880   305,714.422   MT  1.00006466   -1 29 06.8
 AE3417
 AE3417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3417!SPC OH N     -   0.99996037  x   1.00000290  =   0.99996327
 AE3417!UTM  17      -   0.99996037  x   1.00006466  =   1.00002503
 AE3417
 AE3417|---------------------------------------------------------------------|
 AE3417| PID    Reference Object                     Distance      Geod. Az  |
 AE3417|                                                           dddmmss.s |
 AE3417| AE3420 4 1 AZ MK                           368.128 METERS 09238     |
 AE3417|---------------------------------------------------------------------|
 AE3417
 AE3417                          SUPERSEDED SURVEY CONTROL
 AE3417
 AE3417  ELLIP H (10/02/97)  252.67   (m)                       GP(       ) 3 1
 AE3417
 AE3417.Superseded values are not recommended for survey control.
 AE3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3417.See file dsdata.txt to determine how the superseded data were derived.
 AE3417
 AE3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0571476713(NAD 83)
 AE3417_MARKER: DD = SURVEY DISK
 AE3417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3417_STAMPING: TWP 4 STATION 1
 AE3417_MARK LOGO: OH-159
 AE3417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3417+STABILITY: SURFACE MOTION
 AE3417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3417+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3417
 AE3417  HISTORY     - Date     Condition        Report By
 AE3417  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3417
 AE3417                          STATION DESCRIPTION
 AE3417
 AE3417'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3417'THE MONUMENT IS IN THE SOUTHEAST CORNER OF THE CITY LIMITS OF
 AE3417'RICHWOOD.  FROM THE INTERSECTION OF STATE ROUTE 47 AND STATE ROUTE 37
 AE3417'IN RICHWOOD, PROCEED SOUTHEAST ON STATE ROUTE 37 FOR 1.1 KM (0.70 MI)
 AE3417'TO CO.RD.264 (TAWA RD.) .  TURN LEFT AND PROCEED EAST ON TAWA RD. FOR
 AE3417'0.8 KM (0.50 MI) TO THE STATION ON THE LEFT.  MARKER IS 40.2 M (131.9
 AE3417'FT) NORTHWEST OF THE CENTERLINE INTERSECTION OF TAWA RD.  AND KELLS
 AE3417'LN., 32 M (105.0 FT) WEST OF A FIRE HYDRANT, 8.2 M (26.9 FT) NORTH OF
 AE3417'THE CENTERLINE OF TAWA RD.  AND 19.8 M (65.0 FT) EAST OF THE EAST EDGE
 AE3417'OF A GRAVEL PARKING LOT.  CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3241 ***********************************************************************
 MB3241  DESIGNATION -  4 1 3 OM 32
 MB3241  PID         -  MB3241
 MB3241  STATE/COUNTY-  OH/CUYAHOGA
 MB3241  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB3241
 MB3241                         *CURRENT SURVEY CONTROL
 MB3241  ___________________________________________________________________
 MB3241* NAD 83(1995)-  41 27 52.00652(N)    081 34 56.12908(W)     ADJUSTED  
 MB3241* NAVD 88     -       283.9    (meters)     931.     (feet)  VERTCON   
 MB3241  ___________________________________________________________________
 MB3241  X           -     700,733.747 (meters)                     COMP
 MB3241  Y           -  -4,735,213.017 (meters)                     COMP
 MB3241  Z           -   4,201,379.375 (meters)                     COMP
 MB3241  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 MB3241  ELLIP HEIGHT-         249.70  (meters)          (10/07/05) GPS OBS
 MB3241  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 MB3241
 MB3241  HORZ ORDER  -  SECOND
 MB3241  ELLP ORDER  -  FOURTH    CLASS I
 MB3241
 MB3241.The horizontal coordinates were established by GPS observations
 MB3241.and adjusted by the National Geodetic Survey in April 1998..
 MB3241
 MB3241.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3241
 MB3241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3241
 MB3241.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3241
 MB3241.The ellipsoidal height was determined by GPS observations
 MB3241.and is referenced to NAD 83.
 MB3241
 MB3241.The geoid height was determined by GEOID03.
 MB3241
 MB3241;                    North         East     Units Scale Factor Converg.
 MB3241;SPC OH N     -   200,042.332   676,665.584   MT  0.99996307   +0 36 10.5
 MB3241;UTM  17      - 4,590,480.685   451,376.453   MT  0.99962909   -0 23 08.0
 MB3241
 MB3241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3241!SPC OH N     -   0.99996084  x   0.99996307  =   0.99992391
 MB3241!UTM  17      -   0.99996084  x   0.99962909  =   0.99958994
 MB3241
 MB3241                          SUPERSEDED SURVEY CONTROL
 MB3241
 MB3241  ELLIP H (04/01/98)  249.73   (m)                       GP(       ) 4 1
 MB3241  NAD 83(1995)-  41 27 52.01426(N)    081 34 56.12945(W) AD(       ) 2
 MB3241  NAD 83(1986)-  41 27 52.01675(N)    081 34 56.13046(W) AD(       ) 2
 MB3241  NGVD 29 (11/06/91)  284.1    (m)          932.     (f) GPS OBS        
 MB3241
 MB3241.Superseded values are not recommended for survey control.
 MB3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3241.See file dsdata.txt to determine how the superseded data were derived.
 MB3241
 MB3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5137690481(NAD 83)
 MB3241_MARKER: DD = SURVEY DISK
 MB3241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3241_SP_SET: CONCRETE POST
 MB3241_STAMPING: OM 32
 MB3241_MARK LOGO: CRGS  
 MB3241_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3241+STABILITY: SURFACE MOTION
 MB3241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3241+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3241
 MB3241  HISTORY     - Date     Condition        Report By
 MB3241  HISTORY     - UNK      MONUMENTED
 MB3241  HISTORY     - 19900326 GOOD             AEROS
 MB3241  HISTORY     - 20040524 MARK NOT FOUND   USPSQD
 MB3241
 MB3241                          STATION DESCRIPTION
 MB3241
 MB3241'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3241'STATION IS LOCATED IN THE CITY OF CLEVELAND, ABOUT 4.0 KM (2.50 MI)
 MB3241'NORTH OF INTERSTATE 480, AT THE INTERSECTION OF KINSMAN ROAD AND EAST
 MB3241'143RD STREET.
 MB3241'TO REACH FROM THE INTERSECTION OF STATE ROUTE 422--CHAGRIN ROAD--AND
 MB3241'LEE ROAD, GO WEST FOR 0.65 KM (0.40 MI) ON CHAGRIN ROAD, TO WHERE
 MB3241'CHARGIN ROAD BECOMES KINSMAN ROAD, CONTINUE WEST FOR 0.81 KM
 MB3241'(0.50 MI) ON KINSMAN ROAD TO EAST 143RD STREET AND THE STATION.
 MB3241'STATION IS A SURVEY DISK SET INTO THE TOP OF A 14 CM DIAMETER CONCRETE
 MB3241'MONUMENT FLUSH WITH THE SIDEWALK ENCASED IN A ROUND IRON MONUMENT BOX.
 MB3241'LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION, IN THE SIDEWALK,
 MB3241'5.97 M (19.6 FT) EAST OF THE CENTERLINE OF EAST 143RD STREET NORTH,
 MB3241'9.06 M (29.7 FT) NORTH OF THE CENTERLINE OF KINSMAN ROAD.
 MB3241
 MB3241                          STATION RECOVERY (2004)
 MB3241
 MB3241'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 MB3241'MARK NOT FOUND. NEW SIDEWALK IN THE AREA. USPSQD JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3420 ***********************************************************************
 AE3420  DESIGNATION -  4 1 AZ MK
 AE3420  PID         -  AE3420
 AE3420  STATE/COUNTY-  OH/UNION
 AE3420  USGS QUAD   -  RICHWOOD (1961)
 AE3420
 AE3420                         *CURRENT SURVEY CONTROL
 AE3420  ___________________________________________________________________
 AE3420* NAD 83(1995)-  40 25 05.61249(N)    083 17 08.47479(W)     ADJUSTED  
 AE3420* NAVD 88     -       286.7    (meters)     941.     (feet)  GPS OBS   
 AE3420  ___________________________________________________________________
 AE3420  X           -     568,566.872 (meters)                     COMP
 AE3420  Y           -  -4,829,567.211 (meters)                     COMP
 AE3420  Z           -   4,113,614.494 (meters)                     COMP
 AE3420  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AE3420  ELLIP HEIGHT-         252.45  (meters)          (10/07/05) GPS OBS
 AE3420  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 AE3420
 AE3420  HORZ ORDER  -  FIRST
 AE3420  ELLP ORDER  -  THIRD     CLASS I
 AE3420
 AE3420.The horizontal coordinates were established by GPS observations
 AE3420.and adjusted by the National Geodetic Survey in October 1997..
 AE3420
 AE3420.The orthometric height was determined by GPS observations and a
 AE3420.high-resolution geoid model.
 AE3420
 AE3420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3420
 AE3420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3420
 AE3420.The ellipsoidal height was determined by GPS observations
 AE3420.and is referenced to NAD 83.
 AE3420
 AE3420.The geoid height was determined by GEOID03.
 AE3420
 AE3420;                    North         East     Units Scale Factor Converg.
 AE3420;SPC OH N     -    83,758.800   533,318.938   MT  1.00000293   -0 30 58.2
 AE3420;UTM  17      - 4,476,686.430   306,081.622   MT  1.00006291   -1 28 56.7
 AE3420
 AE3420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3420!SPC OH N     -   0.99996040  x   1.00000293  =   0.99996333
 AE3420!UTM  17      -   0.99996040  x   1.00006291  =   1.00002331
 AE3420
 AE3420|---------------------------------------------------------------------|
 AE3420| PID    Reference Object                     Distance      Geod. Az  |
 AE3420|                                                           dddmmss.s |
 AE3420| AE3417 4 1                                 368.128 METERS 27238     |
 AE3420|---------------------------------------------------------------------|
 AE3420
 AE3420                          SUPERSEDED SURVEY CONTROL
 AE3420
 AE3420  ELLIP H (10/02/97)  252.50   (m)                       GP(       ) 3 1
 AE3420
 AE3420.Superseded values are not recommended for survey control.
 AE3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3420.See file dsdata.txt to determine how the superseded data were derived.
 AE3420
 AE3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0608276686(NAD 83)
 AE3420_MARKER: DD = SURVEY DISK
 AE3420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3420_STAMPING: TWP 4 STATION 1A
 AE3420_MARK LOGO: OH-159
 AE3420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3420+STABILITY: SURFACE MOTION
 AE3420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3420+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3420
 AE3420  HISTORY     - Date     Condition        Report By
 AE3420  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3420
 AE3420                          STATION DESCRIPTION
 AE3420
 AE3420'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3420'THE MONUMENT IS NEAR THE SOUTHEAST CORNER OF THE CITY LIMITS OF
 AE3420'RICHWOOD.  FROM THE INTERSECTION OF STATE ROUTE 47 AND STATE ROUTE 37
 AE3420'IN RICHWOOD, PROCEED SOUTHEAST ON STATE ROUTE 37 FOR 1.1 KM (0.70 MI)
 AE3420'TO CO.RD.264 (TAWA RD.) .  TURN LEFT AND PROCEED EAST ON TAWA RD. FOR
 AE3420'1.1 KM (0.70 MI) TO THE STATION ON THE RIGHT.  MARKER IS 10.4 M (34.1
 AE3420'FT) SOUTH OF THE CENTERLINE OF TAWA RD., 0.3 KM (0.20 MI) EAST OF
 AE3420'STATION 4-1 AND 0.21 KM (0.15 MI) WEST OF A DRIVE NORTH TO RESIDENCE
 AE3420'11600.  CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3419 ***********************************************************************
 AE3419  DESIGNATION -  4 2
 AE3419  PID         -  AE3419
 AE3419  STATE/COUNTY-  OH/UNION
 AE3419  USGS QUAD   -  RICHWOOD (1961)
 AE3419
 AE3419                         *CURRENT SURVEY CONTROL
 AE3419  ___________________________________________________________________
 AE3419* NAD 83(1995)-  40 26 15.66907(N)    083 18 23.27247(W)     ADJUSTED  
 AE3419* NAVD 88     -       287.4    (meters)     943.     (feet)  GPS OBS   
 AE3419  ___________________________________________________________________
 AE3419  X           -     566,652.202 (meters)                     COMP
 AE3419  Y           -  -4,828,381.697 (meters)                     COMP
 AE3419  Z           -   4,115,259.888 (meters)                     COMP
 AE3419  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AE3419  ELLIP HEIGHT-         253.06  (meters)          (10/07/05) GPS OBS
 AE3419  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 AE3419
 AE3419  HORZ ORDER  -  FIRST
 AE3419  ELLP ORDER  -  THIRD     CLASS I
 AE3419
 AE3419.The horizontal coordinates were established by GPS observations
 AE3419.and adjusted by the National Geodetic Survey in October 1997..
 AE3419
 AE3419.The orthometric height was determined by GPS observations and a
 AE3419.high-resolution geoid model.
 AE3419
 AE3419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3419
 AE3419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3419
 AE3419.The ellipsoidal height was determined by GPS observations
 AE3419.and is referenced to NAD 83.
 AE3419
 AE3419.The geoid height was determined by GEOID03.
 AE3419
 AE3419;                    North         East     Units Scale Factor Converg.
 AE3419;SPC OH N     -    85,935.717   531,575.620   MT  0.99999917   -0 31 47.3
 AE3419;UTM  17      - 4,478,892.589   304,375.158   MT  1.00007109   -1 29 47.4
 AE3419
 AE3419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3419!SPC OH N     -   0.99996030  x   0.99999917  =   0.99995947
 AE3419!UTM  17      -   0.99996030  x   1.00007109  =   1.00003139
 AE3419
 AE3419|---------------------------------------------------------------------|
 AE3419| PID    Reference Object                     Distance      Geod. Az  |
 AE3419|                                                           dddmmss.s |
 AE3419| AE3416 4 2 AZ MK                           386.845 METERS 25806     |
 AE3419|---------------------------------------------------------------------|
 AE3419
 AE3419                          SUPERSEDED SURVEY CONTROL
 AE3419
 AE3419  ELLIP H (10/02/97)  253.11   (m)                       GP(       ) 3 1
 AE3419
 AE3419.Superseded values are not recommended for survey control.
 AE3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3419.See file dsdata.txt to determine how the superseded data were derived.
 AE3419
 AE3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0437578893(NAD 83)
 AE3419_MARKER: DD = SURVEY DISK
 AE3419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3419_STAMPING: TWP 4 STATION 2
 AE3419_MARK LOGO: OH-159
 AE3419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3419+STABILITY: SURFACE MOTION
 AE3419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3419+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3419
 AE3419  HISTORY     - Date     Condition        Report By
 AE3419  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3419
 AE3419                          STATION DESCRIPTION
 AE3419
 AE3419'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3419'THE MONUMENT IS LOCATED ON THE NORTHERN EDGE OF RICHWOOD.  FROM THE
 AE3419'INTERSECTION OF STATE ROUTE 47 AND STATE ROUTE 37 IN RICHWOOD, PROCCED
 AE3419'NORTH ON STATE ROUTE 37 FOR 1.6 KM (1.00 MI) TO CO.RD.274 (MULVANE RD)
 AE3419'.  TURN LEFT AND PROCEED WEST ON MULVANE RD.  FOR 0.9 KM (0.55 MI) TO
 AE3419'THE STATION ON THE LEFT.  MARKER IS 161 M (528.2 FT) WEST OF GROVE
 AE3419'ST., 24.4 M (80.1 FT) SOUTHWEST OF A POWERPOLE (108FZ-29,12-36) ON THE
 AE3419'NORTH SIDE OF THE ROAD, 7.8 M (25.6 FT) SOUTH OF THE CENTERLINE OF
 AE3419'MULVANE RD.  AND 1.2 M (3.9 FT) NORTH OF A CULTIVATED FARM FEILD.
 AE3419'CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3416 ***********************************************************************
 AE3416  DESIGNATION -  4 2 AZ MK
 AE3416  PID         -  AE3416
 AE3416  STATE/COUNTY-  OH/UNION
 AE3416  USGS QUAD   -  RICHWOOD (1961)
 AE3416
 AE3416                         *CURRENT SURVEY CONTROL
 AE3416  ___________________________________________________________________
 AE3416* NAD 83(1995)-  40 26 13.08421(N)    083 18 39.33371(W)     ADJUSTED  
 AE3416* NAVD 88     -       287.2    (meters)     942.     (feet)  GPS OBS   
 AE3416  ___________________________________________________________________
 AE3416  X           -     566,282.236 (meters)                     COMP
 AE3416  Y           -  -4,828,477.035 (meters)                     COMP
 AE3416  Z           -   4,115,199.085 (meters)                     COMP
 AE3416  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AE3416  ELLIP HEIGHT-         252.88  (meters)          (10/07/05) GPS OBS
 AE3416  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 AE3416
 AE3416  HORZ ORDER  -  FIRST
 AE3416  ELLP ORDER  -  THIRD     CLASS I
 AE3416
 AE3416.The horizontal coordinates were established by GPS observations
 AE3416.and adjusted by the National Geodetic Survey in October 1997..
 AE3416
 AE3416.The orthometric height was determined by GPS observations and a
 AE3416.high-resolution geoid model.
 AE3416
 AE3416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3416
 AE3416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3416
 AE3416.The ellipsoidal height was determined by GPS observations
 AE3416.and is referenced to NAD 83.
 AE3416
 AE3416.The geoid height was determined by GEOID03.
 AE3416
 AE3416;                    North         East     Units Scale Factor Converg.
 AE3416;SPC OH N     -    85,859.500   531,196.358   MT  0.99999931   -0 31 57.9
 AE3416;UTM  17      - 4,478,822.776   303,994.637   MT  1.00007292   -1 29 57.7
 AE3416
 AE3416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3416!SPC OH N     -   0.99996033  x   0.99999931  =   0.99995964
 AE3416!UTM  17      -   0.99996033  x   1.00007292  =   1.00003325
 AE3416
 AE3416|---------------------------------------------------------------------|
 AE3416| PID    Reference Object                     Distance      Geod. Az  |
 AE3416|                                                           dddmmss.s |
 AE3416| AE3419 4 2                                 386.845 METERS 07806     |
 AE3416|---------------------------------------------------------------------|
 AE3416
 AE3416                          SUPERSEDED SURVEY CONTROL
 AE3416
 AE3416  ELLIP H (10/02/97)  252.92   (m)                       GP(       ) 3 1
 AE3416
 AE3416.Superseded values are not recommended for survey control.
 AE3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3416.See file dsdata.txt to determine how the superseded data were derived.
 AE3416
 AE3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0399578823(NAD 83)
 AE3416_MARKER: DD = SURVEY DISK
 AE3416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3416_STAMPING: TWP 4 STATION 2A
 AE3416_MARK LOGO: OH-159
 AE3416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3416+STABILITY: SURFACE MOTION
 AE3416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3416+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3416
 AE3416  HISTORY     - Date     Condition        Report By
 AE3416  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3416
 AE3416                          STATION DESCRIPTION
 AE3416
 AE3416'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3416'THE MONUMENT IS LOCATED ON THE NORTHERN EDGE OF RICHWOOD.  FROM THE
 AE3416'INTERSECTION OF STATE ROUTE 47 AND STATE ROUTE 37 IN RICHWOOD, PROCEED
 AE3416'NORTH ON STATE ROUTE 37 FOR 1.6 KM (1.00 MI) TO CO.RD.274 (MULVANE RD)
 AE3416'.  TURN LEFT AND PROCEED WEST ON MULVANE RD.  FOR 1.2 KM (0.75 MI) TO
 AE3416'THE STATION ON THE RIGHT.  MARKER IS 161 M (528.2 FT) EAST OF DRIVE TO
 AE3416'THE SOUTH FOR SNOWDEN RESIDENCE, 6.9 M (22.6 FT) NORTH OF THE
 AE3416'CENTERLINE OF MULVANE RD.  AND 21.5 M (70.5 FT) WEST OF A POWERPOLE.
 AE3416'CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3242 ***********************************************************************
 MB3242  DESIGNATION -  4 C
 MB3242  PID         -  MB3242
 MB3242  STATE/COUNTY-  OH/CUYAHOGA
 MB3242  USGS QUAD   -  BROADVIEW HEIGHTS (1994)
 MB3242
 MB3242                         *CURRENT SURVEY CONTROL
 MB3242  ___________________________________________________________________
 MB3242* NAD 83(1995)-  41 18 49.80199(N)    081 41 04.87394(W)     ADJUSTED  
 MB3242* NAVD 88     -       363.2    (meters)    1192.     (feet)  VERTCON   
 MB3242  ___________________________________________________________________
 MB3242  X           -     693,875.521 (meters)                     COMP
 MB3242  Y           -  -4,747,461.053 (meters)                     COMP
 MB3242  Z           -   4,188,882.089 (meters)                     COMP
 MB3242  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 MB3242  ELLIP HEIGHT-         329.34  (meters)          (10/07/05) GPS OBS
 MB3242  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB3242
 MB3242  HORZ ORDER  -  FIRST
 MB3242  ELLP ORDER  -  FOURTH    CLASS I
 MB3242
 MB3242.The horizontal coordinates were established by GPS observations
 MB3242.and adjusted by the National Geodetic Survey in April 1998..
 MB3242
 MB3242.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3242
 MB3242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3242
 MB3242.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3242
 MB3242.The ellipsoidal height was determined by GPS observations
 MB3242.and is referenced to NAD 83.
 MB3242
 MB3242.The geoid height was determined by GEOID03.
 MB3242
 MB3242;                    North         East     Units Scale Factor Converg.
 MB3242;SPC OH N     -   183,231.572   668,265.569   MT  0.99994834   +0 32 08.2
 MB3242;UTM  17      - 4,573,822.621   442,690.578   MT  0.99964042   -0 27 07.3
 MB3242
 MB3242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3242!SPC OH N     -   0.99994834  x   0.99994834  =   0.99989669
 MB3242!UTM  17      -   0.99994834  x   0.99964042  =   0.99958878
 MB3242
 MB3242                          SUPERSEDED SURVEY CONTROL
 MB3242
 MB3242  ELLIP H (04/01/98)  329.38   (m)                       GP(       ) 4 1
 MB3242  NAD 83(1995)-  41 18 49.81038(N)    081 41 04.87578(W) AD(       ) 1
 MB3242  NAD 83(1986)-  41 18 49.81112(N)    081 41 04.87481(W) AD(       ) 1
 MB3242  NGVD 29 (11/06/91)  363.4    (m)         1192.     (f) GPS OBS        
 MB3242
 MB3242.Superseded values are not recommended for survey control.
 MB3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3242.See file dsdata.txt to determine how the superseded data were derived.
 MB3242
 MB3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4269173823(NAD 83)
 MB3242_MARKER: I = METAL ROD
 MB3242_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3242_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3242_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3242+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3242
 MB3242  HISTORY     - Date     Condition        Report By
 MB3242  HISTORY     - UNK      MONUMENTED
 MB3242  HISTORY     - 19900324 GOOD             AEROS
 MB3242
 MB3242                          STATION DESCRIPTION
 MB3242
 MB3242'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3242'STATION IS LOCATED ABOUT 2.42 KM (1.50 MI) WEST OF INTERSTATE 77, 1.93
 MB3242'KM (1.20 MI) NORTH OF THE OHIO TURNPIKE, AT THE INTERSECTION OF
 MB3242'BROADVIEW ROAD AND EAST ROYALTON ROAD.
 MB3242'TO REACH FROM THE INTERSECTION OF STATE ROUTE 176-OAKES ROAD AND
 MB3242'BROADVIEW ROAD, AT FIRE STATION 2 IN BROADVIEW HEIGHTS, GO NORTH FOR
 MB3242'0.60 KM (0.35 MI) ON BROADVIEW ROAD TO THE STATION.
 MB3242'STATION IS A 1 CM DIAMETER IRON ROD RECESSED 16 CM BELOW THE ROAD
 MB3242'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED IN THE
 MB3242'CENTERLINE OF THE INTERSECTION OF BROADVIEW, EAST ROYALTON AND WEST
 MB3242'ROYALTON ROADS, 13.59 M (44.6 FT) NORTHWEST OF POLE.548668, 12.28 M
 MB3242'(40.3 FT) SOUTHEAST OF A MANHOLE, 15.18 M (49.8 FT) SOUTHWEST OF A
 MB3242'MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1241 ***********************************************************************
 MB1241  DESIGNATION -  4 RHP
 MB1241  PID         -  MB1241
 MB1241  STATE/COUNTY-  OH/SUMMIT
 MB1241  USGS QUAD   -  AKRON EAST (1964)
 MB1241
 MB1241                         *CURRENT SURVEY CONTROL
 MB1241  ___________________________________________________________________
 MB1241* NAD 83(1986)-  41 03 13.     (N)    081 25 16.     (W)     SCALED    
 MB1241* NAVD 88     -       332.797  (meters)    1091.85   (feet)  ADJUSTED  
 MB1241  ___________________________________________________________________
 MB1241  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB1241  DYNAMIC HT  -         332.649 (meters)    1091.37  (feet)  COMP
 MB1241  MODELED GRAV-     980,168.4   (mgal)                       NAVD 88
 MB1241
 MB1241  VERT ORDER  -  FIRST     CLASS II
 MB1241
 MB1241.The horizontal coordinates were scaled from a topographic map and have
 MB1241.an estimated accuracy of +/- 6 seconds.
 MB1241
 MB1241.The orthometric height was determined by differential leveling
 MB1241.and adjusted by the National Geodetic Survey in June 1991..
 MB1241
 MB1241.The geoid height was determined by GEOID03.
 MB1241
 MB1241.The dynamic height is computed by dividing the NAVD 88
 MB1241.geopotential number by the normal gravity value computed on the
 MB1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1241.degrees latitude (g = 980.6199 gals.).
 MB1241
 MB1241.The modeled gravity was interpolated from observed gravity values.
 MB1241
 MB1241;                    North         East    Units  Estimated Accuracy
 MB1241;SPC OH N     -   154,580.      690,690.      MT  (+/- 180 meters Scaled)
 MB1241
 MB1241                          SUPERSEDED SURVEY CONTROL
 MB1241
 MB1241  NGVD 29 (??/??/92)  332.990  (m)         1092.48   (f) ADJ UNCH    1 2
 MB1241
 MB1241.Superseded values are not recommended for survey control.
 MB1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1241.See file dsdata.txt to determine how the superseded data were derived.
 MB1241
 MB1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF646447(NAD 83)
 MB1241_MARKER: DD = SURVEY DISK
 MB1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1241_STAMPING: 1092 4 RHP 1956
 MB1241_MARK LOGO: USGS  
 MB1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1241+STABILITY: SURFACE MOTION
 MB1241
 MB1241  HISTORY     - Date     Condition        Report By
 MB1241  HISTORY     - 1956     MONUMENTED       USGS
 MB1241  HISTORY     - 1964     GOOD             CGS
 MB1241
 MB1241                          STATION DESCRIPTION
 MB1241
 MB1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1241'AT AKRON.
 MB1241'AT AKRON, AT THE INTERSECTION OF MOGADORE ROAD AND MORRISON
 MB1241'STREET, NEAR THE MOGADORE BOOSTER STATION BUILDING NO. 3103,
 MB1241'115 FEET NORTH OF THE APPROXIMATE CENTER OF THE INTERSECTION,
 MB1241'33.5 FEET NORTHEAST OF THE CENTER LINE OF MOGADORE ROAD, 1.2
 MB1241'FEET SOUTHWEST OF THE WEST CORNER OF THE STEEL FENCE AROUND THE
 MB1241'BOOSTER STATION, ABOUT LEVEL WITH MOGADORE ROAD AND SET IN THE
 MB1241'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 MB1241'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0202 ***********************************************************************
 HY0202  DESIGNATION -  4 WSM
 HY0202  PID         -  HY0202
 HY0202  STATE/COUNTY-  OH/LAWRENCE
 HY0202  USGS QUAD   -  AID (1985)
 HY0202
 HY0202                         *CURRENT SURVEY CONTROL
 HY0202  ___________________________________________________________________
 HY0202* NAD 83(1986)-  38 32 50.     (N)    082 22 38.     (W)     SCALED    
 HY0202* NAVD 88     -       183.369  (meters)     601.60   (feet)  ADJUSTED  
 HY0202  ___________________________________________________________________
 HY0202  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HY0202  DYNAMIC HT  -         183.249 (meters)     601.21  (feet)  COMP
 HY0202  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 HY0202
 HY0202  VERT ORDER  -  SECOND    CLASS 0
 HY0202
 HY0202.The horizontal coordinates were scaled from a topographic map and have
 HY0202.an estimated accuracy of +/- 6 seconds.
 HY0202
 HY0202.The orthometric height was determined by differential leveling
 HY0202.and adjusted by the National Geodetic Survey in June 1991..
 HY0202
 HY0202.The geoid height was determined by GEOID03.
 HY0202
 HY0202.The dynamic height is computed by dividing the NAVD 88
 HY0202.geopotential number by the normal gravity value computed on the
 HY0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0202.degrees latitude (g = 980.6199 gals.).
 HY0202
 HY0202.The modeled gravity was interpolated from observed gravity values.
 HY0202
 HY0202;                    North         East    Units  Estimated Accuracy
 HY0202;SPC OH S     -    60,760.      610,700.      MT  (+/- 180 meters Scaled)
 HY0202
 HY0202                          SUPERSEDED SURVEY CONTROL
 HY0202
 HY0202  NGVD 29 (??/??/92)  183.552  (m)          602.20   (f) ADJ UNCH    2 0
 HY0202
 HY0202.Superseded values are not recommended for survey control.
 HY0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0202.See file dsdata.txt to determine how the superseded data were derived.
 HY0202
 HY0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC799674(NAD 83)
 HY0202_MARKER: DD = SURVEY DISK
 HY0202_SETTING: 66 = SET IN ROCK OUTCROP
 HY0202_SP_SET: ROCK CUT BANK
 HY0202_STAMPING: 603 4 WSM 1957
 HY0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0202+STABILITY: POSITION/ELEVATION WELL
 HY0202
 HY0202  HISTORY     - Date     Condition        Report By
 HY0202  HISTORY     - 1957     MONUMENTED       USGS
 HY0202  HISTORY     - 1958     GOOD             NGS
 HY0202  HISTORY     - 1976     GOOD             NGS
 HY0202
 HY0202                          STATION DESCRIPTION
 HY0202
 HY0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0202'1.7 MI W FROM PLATFORM.
 HY0202'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 217 FROM IT JUNCTION
 HY0202'WITH STATE HIGHWAY 218 AT PLATFORM, IN SECTION 13, T 2N, R 16W,
 HY0202'ABOUT 0.75 MILES EAST ALONG STATE HIGHWAY 217 FROM THE POST OFFICE
 HY0202'AT SCOTTOWN, A USGS DISK SET VERTICALLY IN THE SOUTHEAST FACE
 HY0202'OF A 6-FOOT WIDE AND 6-FEET HIGH ROCK IN A CUTBANK, 18 1/2
 HY0202'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT THE INSIDE OF A
 HY0202'SHARP CURVE WITH TANGENTS TO THE NORTHWEST AND NORTHEAST, ABOUT
 HY0202'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HY0202
 HY0202                          STATION RECOVERY (1976)
 HY0202
 HY0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0184 ***********************************************************************
 JZ0184  DESIGNATION -  402
 JZ0184  PID         -  JZ0184
 JZ0184  STATE/COUNTY-  OH/MONTGOMERY
 JZ0184  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0184
 JZ0184                         *CURRENT SURVEY CONTROL
 JZ0184  ___________________________________________________________________
 JZ0184* NAD 83(1986)-  39 38 29.     (N)    084 28 48.     (W)     SCALED    
 JZ0184* NAVD 88     -       282.548  (meters)     926.99   (feet)  ADJUSTED  
 JZ0184  ___________________________________________________________________
 JZ0184  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ0184  DYNAMIC HT  -         282.385 (meters)     926.46  (feet)  COMP
 JZ0184  MODELED GRAV-     980,041.3   (mgal)                       NAVD 88
 JZ0184
 JZ0184  VERT ORDER  -  SECOND    CLASS 0
 JZ0184
 JZ0184.The horizontal coordinates were scaled from a topographic map and have
 JZ0184.an estimated accuracy of +/- 6 seconds.
 JZ0184
 JZ0184.The orthometric height was determined by differential leveling
 JZ0184.and adjusted by the National Geodetic Survey in June 1991..
 JZ0184
 JZ0184.The geoid height was determined by GEOID03.
 JZ0184
 JZ0184.The dynamic height is computed by dividing the NAVD 88
 JZ0184.geopotential number by the normal gravity value computed on the
 JZ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0184.degrees latitude (g = 980.6199 gals.).
 JZ0184
 JZ0184.The modeled gravity was interpolated from observed gravity values.
 JZ0184
 JZ0184;                    North         East    Units  Estimated Accuracy
 JZ0184;SPC OH S     -   184,080.      430,060.      MT  (+/- 180 meters Scaled)
 JZ0184
 JZ0184                          SUPERSEDED SURVEY CONTROL
 JZ0184
 JZ0184  NGVD 29 (??/??/92)  282.722  (m)          927.56   (f) ADJ UNCH    2 0
 JZ0184
 JZ0184.Superseded values are not recommended for survey control.
 JZ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0184.See file dsdata.txt to determine how the superseded data were derived.
 JZ0184
 JZ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ162909(NAD 83)
 JZ0184_MARKER: DD = SURVEY DISK
 JZ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0184_STAMPING: 402
 JZ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0184+STABILITY: SURFACE MOTION
 JZ0184
 JZ0184  HISTORY     - Date     Condition        Report By
 JZ0184  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0184  HISTORY     - 1947     GOOD             NGS
 JZ0184  HISTORY     - 20041123 POOR             INDIV
 JZ0184
 JZ0184                          STATION DESCRIPTION
 JZ0184
 JZ0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0184'3.6 MI NE FROM GRATIS.
 JZ0184'2.85 MILES EAST ALONG STATE HIGHWAY 725 FROM THE POST OFFICE AT
 JZ0184'GRATIS, THENCE ABOUT 0.35 MILE NORTH ALONG THE PREBLE-MONTGOMERY
 JZ0184'CO. LINE ROAD, AT THE T JUNCTION OF KIEFER ROAD LEADING EAST, 19
 JZ0184'FEET EAST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 22 FEET
 JZ0184'SOUTH OF THE CENTER LINE OF THE ROAD EAST, 1.4 FEET WEST OF A
 JZ0184'WIRE FENCE, 3.2 FEET SOUTHWEST OF THE FENCE CORNER, 2 FEET SOUTH
 JZ0184'OF POWER POLE NO. 100492, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 JZ0184'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ0184
 JZ0184                          STATION RECOVERY (2004)
 JZ0184
 JZ0184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0184'BASE FOR MONUMENT IS 1.5' S. OF POLE NUMBER 1606.
 JZ0184'CONCRETE BASE EXISTS.  MONUMENT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0719 ***********************************************************************
 JZ0719  DESIGNATION -  402
 JZ0719  PID         -  JZ0719
 JZ0719  STATE/COUNTY-  OH/HAMILTON
 JZ0719  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0719
 JZ0719                         *CURRENT SURVEY CONTROL
 JZ0719  ___________________________________________________________________
 JZ0719* NAD 83(1986)-  39 08 27.     (N)    084 34 50.     (W)     SCALED    
 JZ0719* NAVD 88     -       267.035  (meters)     876.10   (feet)  ADJUSTED  
 JZ0719  ___________________________________________________________________
 JZ0719  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0719  DYNAMIC HT  -         266.867 (meters)     875.55  (feet)  COMP
 JZ0719  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 JZ0719
 JZ0719  VERT ORDER  -  FIRST     CLASS II
 JZ0719
 JZ0719.The horizontal coordinates were scaled from a topographic map and have
 JZ0719.an estimated accuracy of +/- 6 seconds.
 JZ0719
 JZ0719.The orthometric height was determined by differential leveling
 JZ0719.and adjusted by the National Geodetic Survey in June 1991..
 JZ0719
 JZ0719.The geoid height was determined by GEOID03.
 JZ0719
 JZ0719.The dynamic height is computed by dividing the NAVD 88
 JZ0719.geopotential number by the normal gravity value computed on the
 JZ0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0719.degrees latitude (g = 980.6199 gals.).
 JZ0719
 JZ0719.The modeled gravity was interpolated from observed gravity values.
 JZ0719
 JZ0719;                    North         East    Units  Estimated Accuracy
 JZ0719;SPC OH S     -   128,720.      420,150.      MT  (+/- 180 meters Scaled)
 JZ0719
 JZ0719                          SUPERSEDED SURVEY CONTROL
 JZ0719
 JZ0719  NGVD 29 (??/??/92)  267.215  (m)          876.69   (f) ADJ UNCH    1 2
 JZ0719
 JZ0719.Superseded values are not recommended for survey control.
 JZ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0719.See file dsdata.txt to determine how the superseded data were derived.
 JZ0719
 JZ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ091351(NAD 83)
 JZ0719_MARKER: DD = SURVEY DISK
 JZ0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0719_STAMPING: 402
 JZ0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0719+STABILITY: SURFACE MOTION
 JZ0719
 JZ0719  HISTORY     - Date     Condition        Report By
 JZ0719  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0719  HISTORY     - 1947     GOOD             NGS
 JZ0719  HISTORY     - 20040124 GOOD             GEOCAC
 JZ0719
 JZ0719                          STATION DESCRIPTION
 JZ0719
 JZ0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0719'AT CINCINNATI.
 JZ0719'AT CINCINNATI, IN THE NORTHEAST CORNER OF JUNCTION OF HARRISON
 JZ0719'AVENUE AND MC HENRY ROAD, BETWEEN CURB AND SIDEWALK, 51.3 FEET
 JZ0719'NORTH OF NORTH CURB OF HARRISON AVENUE, 1.6 FEET EAST OF EAST
 JZ0719'CURB OF MC HENRY ROAD.  A CONCRETE POST SET FLUSH WITH THE GROUND.
 JZ0719
 JZ0719                          STATION RECOVERY (2004)
 JZ0719
 JZ0719'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1110 ***********************************************************************
 MB1110  DESIGNATION -  407
 MB1110  PID         -  MB1110
 MB1110  STATE/COUNTY-  OH/PORTAGE
 MB1110  USGS QUAD   -  WINDHAM (1994)
 MB1110
 MB1110                         *CURRENT SURVEY CONTROL
 MB1110  ___________________________________________________________________
 MB1110* NAD 83(1986)-  41 10 58.     (N)    081 02 04.     (W)     SCALED    
 MB1110* NAVD 88     -       282.61   (+/-2cm)     927.2    (feet)  VERTCON   
 MB1110  ___________________________________________________________________
 MB1110  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB1110
 MB1110  VERT ORDER  -  ? (See Below)
 MB1110
 MB1110.The horizontal coordinates were scaled from a topographic map and have
 MB1110.an estimated accuracy of +/- 6 seconds.
 MB1110
 MB1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1110.The vertical order pertains to the NGVD 29 superseded value.
 MB1110
 MB1110.The geoid height was determined by GEOID03.
 MB1110
 MB1110;                    North         East    Units  Estimated Accuracy
 MB1110;SPC OH N     -   169,390.      722,950.      MT  (+/- 180 meters Scaled)
 MB1110
 MB1110                          SUPERSEDED SURVEY CONTROL
 MB1110
 MB1110  NGVD 29 (??/??/92)  282.778  (m)          927.75   (f) ADJ UNCH    ?  
 MB1110
 MB1110.Superseded values are not recommended for survey control.
 MB1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1110.See file dsdata.txt to determine how the superseded data were derived.
 MB1110
 MB1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF971590(NAD 83)
 MB1110_MARKER: Z = SEE DESCRIPTION
 MB1110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1110_SP_SET: RAIL STATION
 MB1110_MARK LOGO: BORR  
 MB1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1110
 MB1110  HISTORY     - Date     Condition        Report By
 MB1110  HISTORY     - UNK      MONUMENTED       BORR
 MB1110  HISTORY     - 1903     GOOD             NGS
 MB1110
 MB1110                          STATION DESCRIPTION
 MB1110
 MB1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1903
 MB1110'2.8 MI W FROM NEWTON FALLS.
 MB1110'IN PORTAGE COUNTY, 2-3/4 MILES WEST ALONG THE BALTIMORE AND OHIO
 MB1110'RAILROAD FROM NEWTON FALLS, TRUMBULL COUNTY, AT POLE 102.20, AND
 MB1110'ON THE SOUTH SIDE OF THE TRACK.  A SECTION OF RAIL SET VERTICALLY
 MB1110'IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0228 ***********************************************************************
 JZ0228  DESIGNATION -  407
 JZ0228  PID         -  JZ0228
 JZ0228  STATE/COUNTY-  OH/MONTGOMERY
 JZ0228  USGS QUAD   -  MIAMISBURG (1987)
 JZ0228
 JZ0228                         *CURRENT SURVEY CONTROL
 JZ0228  ___________________________________________________________________
 JZ0228* NAD 83(1986)-  39 38 36.     (N)    084 19 41.     (W)     SCALED    
 JZ0228* NAVD 88     -       252.096  (meters)     827.09   (feet)  ADJUSTED  
 JZ0228  ___________________________________________________________________
 JZ0228  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JZ0228  DYNAMIC HT  -         251.953 (meters)     826.62  (feet)  COMP
 JZ0228  MODELED GRAV-     980,053.1   (mgal)                       NAVD 88
 JZ0228
 JZ0228  VERT ORDER  -  SECOND    CLASS 0
 JZ0228
 JZ0228.The horizontal coordinates were scaled from a topographic map and have
 JZ0228.an estimated accuracy of +/- 6 seconds.
 JZ0228
 JZ0228.The orthometric height was determined by differential leveling
 JZ0228.and adjusted by the National Geodetic Survey in June 1991..
 JZ0228
 JZ0228.The geoid height was determined by GEOID03.
 JZ0228
 JZ0228.The dynamic height is computed by dividing the NAVD 88
 JZ0228.geopotential number by the normal gravity value computed on the
 JZ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0228.degrees latitude (g = 980.6199 gals.).
 JZ0228
 JZ0228.The modeled gravity was interpolated from observed gravity values.
 JZ0228
 JZ0228;                    North         East    Units  Estimated Accuracy
 JZ0228;SPC OH S     -   184,020.      443,110.      MT  (+/- 180 meters Scaled)
 JZ0228
 JZ0228                          SUPERSEDED SURVEY CONTROL
 JZ0228
 JZ0228  NGVD 29 (??/??/92)  252.285  (m)          827.71   (f) ADJ UNCH    2 0
 JZ0228
 JZ0228.Superseded values are not recommended for survey control.
 JZ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0228.See file dsdata.txt to determine how the superseded data were derived.
 JZ0228
 JZ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ292915(NAD 83)
 JZ0228_MARKER: DD = SURVEY DISK
 JZ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0228_STAMPING: 407
 JZ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0228+STABILITY: SURFACE MOTION
 JZ0228
 JZ0228  HISTORY     - Date     Condition        Report By
 JZ0228  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0228  HISTORY     - 1947     GOOD             NGS
 JZ0228  HISTORY     - 20041123 MARK NOT FOUND   INDIV
 JZ0228
 JZ0228                          STATION DESCRIPTION
 JZ0228
 JZ0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0228'2 MI W FROM MIAMISBURG.
 JZ0228'2.05 MILES WEST ALONG STATE HIGHWAY 725 FROM THE NORTHWEST END
 JZ0228'OF THE BRIDGE OVER THE GREAT MIAMI RIVER AT MIAMISBURG, AT THE
 JZ0228'INTERSECTION OF TOWNSHIP LINE ROAD, ABOUT 0.8 MILE EAST OF THE
 JZ0228'JUNCTION OF STATE HIGHWAY 4, 30 FEET SOUTH OF THE CENTER LINE
 JZ0228'OF THE HIGHWAY, 24 FEET WEST OF THE CENTER LINE OF THE CROSS
 JZ0228'ROAD, 1.3 FEET NORTH OF A WIRE FENCE, 2.5 FEET WEST OF A FENCE
 JZ0228'CORNER, 3.5 FEET WEST OF POWER POLE NO. 128011, 1 FOOT SOUTH
 JZ0228'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 JZ0228'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 IN.
 JZ0228
 JZ0228                          STATION RECOVERY (2004)
 JZ0228
 JZ0228'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0228'TOWNSHIP LINE RD. IS NOW JAMAICA RD.  POWER POLE NO. 128011 EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1091 ***********************************************************************
 JY1091  DESIGNATION -  40.8
 JY1091  PID         -  JY1091
 JY1091  STATE/COUNTY-  OH/BROWN
 JY1091  USGS QUAD   -  MOUNT ORAB (1982)
 JY1091
 JY1091                         *CURRENT SURVEY CONTROL
 JY1091  ___________________________________________________________________
 JY1091* NAD 83(1986)-  39 01 49.     (N)    083 55 15.     (W)     SCALED    
 JY1091* NAVD 88     -       282.707  (meters)     927.51   (feet)  ADJUSTED  
 JY1091  ___________________________________________________________________
 JY1091  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JY1091  DYNAMIC HT  -         282.526 (meters)     926.92  (feet)  COMP
 JY1091  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 JY1091
 JY1091  VERT ORDER  -  SECOND    CLASS 0
 JY1091
 JY1091.The horizontal coordinates were scaled from a topographic map and have
 JY1091.an estimated accuracy of +/- 6 seconds.
 JY1091
 JY1091.The orthometric height was determined by differential leveling
 JY1091.and adjusted by the National Geodetic Survey in June 1991..
 JY1091
 JY1091.The geoid height was determined by GEOID03.
 JY1091
 JY1091.The dynamic height is computed by dividing the NAVD 88
 JY1091.geopotential number by the normal gravity value computed on the
 JY1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1091.degrees latitude (g = 980.6199 gals.).
 JY1091
 JY1091.The modeled gravity was interpolated from observed gravity values.
 JY1091
 JY1091;                    North         East    Units  Estimated Accuracy
 JY1091;SPC OH S     -   115,340.      476,980.      MT  (+/- 180 meters Scaled)
 JY1091
 JY1091                          SUPERSEDED SURVEY CONTROL
 JY1091
 JY1091  NGVD 29 (??/??/92)  282.887  (m)          928.11   (f) ADJ UNCH    2 0
 JY1091
 JY1091.Superseded values are not recommended for survey control.
 JY1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1091.See file dsdata.txt to determine how the superseded data were derived.
 JY1091
 JY1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD471241(NAD 83)
 JY1091_MARKER: B = BOLT
 JY1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY1091_SP_SET: ABUTMENT
 JY1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1091
 JY1091  HISTORY     - Date     Condition        Report By
 JY1091  HISTORY     - UNK      MONUMENTED       NWRR
 JY1091  HISTORY     - 1935     GOOD             NGS
 JY1091
 JY1091                          STATION DESCRIPTION
 JY1091
 JY1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY1091'NEAR MOUNT ORAB.
 JY1091'ABOUT 260 YARDS WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 JY1091'THE STATION AT MOUNT ORAB, BROWN COUNTY, 160 YARDS WEST OF MILEPOST
 JY1091'C 41, 3 YARDS WEST OF THE WEST RAIL, IN THE TOP OF THE NORTH
 JY1091'END OF THE EAST ABUTMENT OF A BRIDGE OVER A LARGE STREAM, AND
 JY1091'LEVEL WITH THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1111 ***********************************************************************
 MB1111  DESIGNATION -  408
 MB1111  PID         -  MB1111
 MB1111  STATE/COUNTY-  OH/PORTAGE
 MB1111  USGS QUAD   -  WINDHAM (1994)
 MB1111
 MB1111                         *CURRENT SURVEY CONTROL
 MB1111  ___________________________________________________________________
 MB1111* NAD 83(1986)-  41 10 43.     (N)    081 02 53.     (W)     SCALED    
 MB1111* NAVD 88     -       282.91   (+/-2cm)     928.2    (feet)  VERTCON   
 MB1111  ___________________________________________________________________
 MB1111  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB1111
 MB1111  VERT ORDER  -  ? (See Below)
 MB1111
 MB1111.The horizontal coordinates were scaled from a topographic map and have
 MB1111.an estimated accuracy of +/- 6 seconds.
 MB1111
 MB1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1111.The vertical order pertains to the NGVD 29 superseded value.
 MB1111
 MB1111.The geoid height was determined by GEOID03.
 MB1111
 MB1111;                    North         East    Units  Estimated Accuracy
 MB1111;SPC OH N     -   168,910.      721,820.      MT  (+/- 180 meters Scaled)
 MB1111
 MB1111                          SUPERSEDED SURVEY CONTROL
 MB1111
 MB1111  NGVD 29 (??/??/92)  283.076  (m)          928.73   (f) ADJ UNCH    ?  
 MB1111
 MB1111.Superseded values are not recommended for survey control.
 MB1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1111.See file dsdata.txt to determine how the superseded data were derived.
 MB1111
 MB1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF959585(NAD 83)
 MB1111_MARKER: B = BOLT
 MB1111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1111_SP_SET: BRIDGE SEAT
 MB1111_MARK LOGO: BORR  
 MB1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1111
 MB1111  HISTORY     - Date     Condition        Report By
 MB1111  HISTORY     - UNK      MONUMENTED       BORR
 MB1111  HISTORY     - 1903     GOOD             NGS
 MB1111
 MB1111                          STATION DESCRIPTION
 MB1111
 MB1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1903
 MB1111'3.5 MI W FROM NEWTON FALLS.
 MB1111'IN PORTAGE COUNTY, 3 1/2 MILES WEST ALONG THE BALTIMORE AND OHIO
 MB1111'RAILROAD FROM NEWTON FALLS, TRUMBULL COUNTY, AT THE EAST ABUTMENT
 MB1111'OF BRIDGE 45, AND IN THE NORTH END OF THE BRIDGE SEAT.  A COPPER
 MB1111'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0227 ***********************************************************************
 JZ0227  DESIGNATION -  408
 JZ0227  PID         -  JZ0227
 JZ0227  STATE/COUNTY-  OH/MONTGOMERY
 JZ0227  USGS QUAD   -  MIAMISBURG (1987)
 JZ0227
 JZ0227                         *CURRENT SURVEY CONTROL
 JZ0227  ___________________________________________________________________
 JZ0227* NAD 83(1986)-  39 38 38.     (N)    084 18 33.     (W)     SCALED    
 JZ0227* NAVD 88     -       263.211  (meters)     863.55   (feet)  ADJUSTED  
 JZ0227  ___________________________________________________________________
 JZ0227  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JZ0227  DYNAMIC HT  -         263.062 (meters)     863.06  (feet)  COMP
 JZ0227  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 JZ0227
 JZ0227  VERT ORDER  -  SECOND    CLASS 0
 JZ0227
 JZ0227.The horizontal coordinates were scaled from a topographic map and have
 JZ0227.an estimated accuracy of +/- 6 seconds.
 JZ0227
 JZ0227.The orthometric height was determined by differential leveling
 JZ0227.and adjusted by the National Geodetic Survey in June 1991..
 JZ0227
 JZ0227.The geoid height was determined by GEOID03.
 JZ0227
 JZ0227.The dynamic height is computed by dividing the NAVD 88
 JZ0227.geopotential number by the normal gravity value computed on the
 JZ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0227.degrees latitude (g = 980.6199 gals.).
 JZ0227
 JZ0227.The modeled gravity was interpolated from observed gravity values.
 JZ0227
 JZ0227;                    North         East    Units  Estimated Accuracy
 JZ0227;SPC OH S     -   184,050.      444,730.      MT  (+/- 180 meters Scaled)
 JZ0227
 JZ0227                          SUPERSEDED SURVEY CONTROL
 JZ0227
 JZ0227  NGVD 29 (??/??/92)  263.402  (m)          864.18   (f) ADJ UNCH    2 0
 JZ0227
 JZ0227.Superseded values are not recommended for survey control.
 JZ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0227.See file dsdata.txt to determine how the superseded data were derived.
 JZ0227
 JZ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ308916(NAD 83)
 JZ0227_MARKER: DD = SURVEY DISK
 JZ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0227_STAMPING: 408
 JZ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0227+STABILITY: SURFACE MOTION
 JZ0227
 JZ0227  HISTORY     - Date     Condition        Report By
 JZ0227  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0227  HISTORY     - 1947     GOOD             NGS
 JZ0227  HISTORY     - 20041123 MARK NOT FOUND   INDIV
 JZ0227
 JZ0227                          STATION DESCRIPTION
 JZ0227
 JZ0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0227'1.1 MI W FROM MISMISBURG.
 JZ0227'1.1 MILES WEST ALONG STATE HIGHWAY 725 FROM THE NORTHWEST END
 JZ0227'OF THE BRIDGE OVER THE GREAT MIAMI RIVER, AT THE INTERSECTION
 JZ0227'OF UNION ROAD, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JZ0227'16 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 8.5 FEET
 JZ0227'NORTH OF A FENCE CORNER, 1.8 FEET WEST OF THE FENCE LINE, 7
 JZ0227'FEET NORTH OF A ROAD IDENTIFICATION SIGN, 2.5 FEET NORTHEAST
 JZ0227'OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 14-INCH
 JZ0227'PIPE CULVERT, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, 1
 JZ0227'FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ0227'PROJECTING 5 INCHES.
 JZ0227
 JZ0227                          STATION RECOVERY (2004)
 JZ0227
 JZ0227'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1112 ***********************************************************************
 MB1112  DESIGNATION -  409
 MB1112  PID         -  MB1112
 MB1112  STATE/COUNTY-  OH/PORTAGE
 MB1112  USGS QUAD   -  WINDHAM (1994)
 MB1112
 MB1112                         *CURRENT SURVEY CONTROL
 MB1112  ___________________________________________________________________
 MB1112* NAD 83(1986)-  41 10 24.     (N)    081 03 51.     (W)     SCALED    
 MB1112* NAVD 88     -       284.14   (+/-2cm)     932.2    (feet)  VERTCON   
 MB1112  ___________________________________________________________________
 MB1112  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB1112
 MB1112  VERT ORDER  -  ? (See Below)
 MB1112
 MB1112.The horizontal coordinates were scaled from a topographic map and have
 MB1112.an estimated accuracy of +/- 6 seconds.
 MB1112
 MB1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1112.The vertical order pertains to the NGVD 29 superseded value.
 MB1112
 MB1112.The geoid height was determined by GEOID03.
 MB1112
 MB1112;                    North         East    Units  Estimated Accuracy
 MB1112;SPC OH N     -   168,300.      720,480.      MT  (+/- 180 meters Scaled)
 MB1112
 MB1112                          SUPERSEDED SURVEY CONTROL
 MB1112
 MB1112  NGVD 29 (??/??/92)  284.305  (m)          932.76   (f) ADJ UNCH    ?  
 MB1112
 MB1112.Superseded values are not recommended for survey control.
 MB1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1112.See file dsdata.txt to determine how the superseded data were derived.
 MB1112
 MB1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF946580(NAD 83)
 MB1112_MARKER: Z = SEE DESCRIPTION
 MB1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1112_SP_SET: RAIL SECTION
 MB1112_MARK LOGO: BORR  
 MB1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1112
 MB1112  HISTORY     - Date     Condition        Report By
 MB1112  HISTORY     - UNK      MONUMENTED       BORR
 MB1112  HISTORY     - 1903     GOOD             NGS
 MB1112
 MB1112                          STATION DESCRIPTION
 MB1112
 MB1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1903
 MB1112'1.8 MI E FROM WAYLAND.
 MB1112'1 3/4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB1112'WAYLAND, PORTAGE COUNTY, ON THE NORTH SIDE OF TRACK, AND AT
 MB1112'POLE 104/5.  A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1384 ***********************************************************************
 KY1384  DESIGNATION -  41
 KY1384  PID         -  KY1384
 KY1384  STATE/COUNTY-  OH/TUSCARAWAS
 KY1384  USGS QUAD   -  NEW PHILADELPHIA (1994)
 KY1384
 KY1384                         *CURRENT SURVEY CONTROL
 KY1384  ___________________________________________________________________
 KY1384* NAD 83(1986)-  40 29 08.     (N)    081 26 22.     (W)     SCALED    
 KY1384* NAVD 88     -       263.837  (meters)     865.61   (feet)  ADJUSTED  
 KY1384  ___________________________________________________________________
 KY1384  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KY1384  DYNAMIC HT  -         263.708 (meters)     865.18  (feet)  COMP
 KY1384  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 KY1384
 KY1384  VERT ORDER  -  FIRST     CLASS II
 KY1384
 KY1384.The horizontal coordinates were scaled from a topographic map and have
 KY1384.an estimated accuracy of +/- 6 seconds.
 KY1384
 KY1384.The orthometric height was determined by differential leveling
 KY1384.and adjusted by the National Geodetic Survey in June 1991..
 KY1384
 KY1384.The geoid height was determined by GEOID03.
 KY1384
 KY1384.The dynamic height is computed by dividing the NAVD 88
 KY1384.geopotential number by the normal gravity value computed on the
 KY1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1384.degrees latitude (g = 980.6199 gals.).
 KY1384
 KY1384.The modeled gravity was interpolated from observed gravity values.
 KY1384
 KY1384;                    North         East    Units  Estimated Accuracy
 KY1384;SPC OH N     -    91,480.      689,920.      MT  (+/- 180 meters Scaled)
 KY1384
 KY1384                          SUPERSEDED SURVEY CONTROL
 KY1384
 KY1384  NGVD 29 (??/??/92)  264.044  (m)          866.28   (f) ADJ UNCH    1 2
 KY1384
 KY1384.Superseded values are not recommended for survey control.
 KY1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1384.See file dsdata.txt to determine how the superseded data were derived.
 KY1384
 KY1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME627817(NAD 83)
 KY1384_MARKER: B = BOLT
 KY1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1384_SP_SET: CULVERT
 KY1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1384
 KY1384  HISTORY     - Date     Condition        Report By
 KY1384  HISTORY     - UNK      MONUMENTED       BORR
 KY1384  HISTORY     - 1943     GOOD             NGS
 KY1384
 KY1384                          STATION DESCRIPTION
 KY1384
 KY1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KY1384'0.4 MI SE FROM NEW PHILADELPHIA.
 KY1384'0.4 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1384'THE PASSENGER STATION AT NEW PHILADELPHIA, TUSCARAWAS COUNTY,
 KY1384'5 POLES NORTHWEST OF A DIRT-ROAD CROSSING, AT POLE 69+26, AT A
 KY1384'STONE CULVERT, AND IN THE TOP OF THE WEST CORNER OF THE SOUTHWEST
 KY1384'HEADWALL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1113 ***********************************************************************
 MB1113  DESIGNATION -  410
 MB1113  PID         -  MB1113
 MB1113  STATE/COUNTY-  OH/PORTAGE
 MB1113  USGS QUAD   -  WINDHAM (1994)
 MB1113
 MB1113                         *CURRENT SURVEY CONTROL
 MB1113  ___________________________________________________________________
 MB1113* NAD 83(1986)-  41 10 04.     (N)    081 04 53.     (W)     SCALED    
 MB1113* NAVD 88     -       285.85   (+/-2cm)     937.8    (feet)  VERTCON   
 MB1113  ___________________________________________________________________
 MB1113  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB1113
 MB1113  VERT ORDER  -  ? (See Below)
 MB1113
 MB1113.The horizontal coordinates were scaled from a topographic map and have
 MB1113.an estimated accuracy of +/- 6 seconds.
 MB1113
 MB1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1113.The vertical order pertains to the NGVD 29 superseded value.
 MB1113
 MB1113.The geoid height was determined by GEOID03.
 MB1113
 MB1113;                    North         East    Units  Estimated Accuracy
 MB1113;SPC OH N     -   167,660.      719,040.      MT  (+/- 180 meters Scaled)
 MB1113
 MB1113                          SUPERSEDED SURVEY CONTROL
 MB1113
 MB1113  NGVD 29 (??/??/92)  286.011  (m)          938.35   (f) ADJ UNCH    ?  
 MB1113
 MB1113.Superseded values are not recommended for survey control.
 MB1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1113.See file dsdata.txt to determine how the superseded data were derived.
 MB1113
 MB1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF931573(NAD 83)
 MB1113_MARKER: B = BOLT
 MB1113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1113_SP_SET: ABUTMENT
 MB1113_MARK LOGO: BORR  
 MB1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1113
 MB1113  HISTORY     - Date     Condition        Report By
 MB1113  HISTORY     - UNK      MONUMENTED       BORR
 MB1113  HISTORY     - 1903     GOOD             NGS
 MB1113
 MB1113                          STATION DESCRIPTION
 MB1113
 MB1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1903
 MB1113'0.8 MI E FROM WAYLAND.
 MB1113'3/4 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MB1113'STATION AT WAYLAND, PORTAGE COUNTY, AT BRIDGE 46, AND IN THE NORTH
 MB1113'END OF THE WEST ABUTMENT.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1114 ***********************************************************************
 MB1114  DESIGNATION -  411
 MB1114  PID         -  MB1114
 MB1114  STATE/COUNTY-  OH/PORTAGE
 MB1114  USGS QUAD   -  WINDHAM (1994)
 MB1114
 MB1114                         *CURRENT SURVEY CONTROL
 MB1114  ___________________________________________________________________
 MB1114* NAD 83(1986)-  41 09 33.     (N)    081 06 13.     (W)     SCALED    
 MB1114* NAVD 88     -       286.73   (+/-2cm)     940.7    (feet)  VERTCON   
 MB1114  ___________________________________________________________________
 MB1114  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB1114
 MB1114  VERT ORDER  -  ? (See Below)
 MB1114
 MB1114.The horizontal coordinates were scaled from a topographic map and have
 MB1114.an estimated accuracy of +/- 6 seconds.
 MB1114
 MB1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1114.The vertical order pertains to the NGVD 29 superseded value.
 MB1114
 MB1114.The geoid height was determined by GEOID03.
 MB1114
 MB1114;                    North         East    Units  Estimated Accuracy
 MB1114;SPC OH N     -   166,680.      717,190.      MT  (+/- 180 meters Scaled)
 MB1114
 MB1114                          SUPERSEDED SURVEY CONTROL
 MB1114
 MB1114  NGVD 29 (??/??/92)  286.897  (m)          941.26   (f) ADJ UNCH    ?  
 MB1114
 MB1114.Superseded values are not recommended for survey control.
 MB1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1114.See file dsdata.txt to determine how the superseded data were derived.
 MB1114
 MB1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF913564(NAD 83)
 MB1114_MARKER: B = BOLT
 MB1114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1114_SP_SET: ABUTMENT
 MB1114_MARK LOGO: BORR  
 MB1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1114
 MB1114  HISTORY     - Date     Condition        Report By
 MB1114  HISTORY     - UNK      MONUMENTED       BORR
 MB1114  HISTORY     - 1903     GOOD             NGS
 MB1114
 MB1114                          STATION DESCRIPTION
 MB1114
 MB1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1903
 MB1114'0.5 MI W FROM WAYLAND.
 MB1114'1/2 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM WAYLAND,
 MB1114'PORTAGE COUNTY, NORTH OF THE MAIN TRACK, AND IN THE EAST ABUTMENT
 MB1114'OF BRIDGE 48.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3563 ***********************************************************************
 JZ3563  DESIGNATION -  411
 JZ3563  PID         -  JZ3563
 JZ3563  STATE/COUNTY-  OH/HAMILTON
 JZ3563  USGS QUAD   -  COVINGTON (1987)
 JZ3563
 JZ3563                         *CURRENT SURVEY CONTROL
 JZ3563  ___________________________________________________________________
 JZ3563* NAD 83(1986)-  39 06 14.     (N)    084 35 57.     (W)     SCALED    
 JZ3563* NAVD 88     -       269.178  (meters)     883.13   (feet)  ADJUSTED  
 JZ3563  ___________________________________________________________________
 JZ3563  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3563  DYNAMIC HT  -         269.008 (meters)     882.57  (feet)  COMP
 JZ3563  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 JZ3563
 JZ3563  VERT ORDER  -  SECOND    CLASS II
 JZ3563
 JZ3563.The horizontal coordinates were scaled from a topographic map and have
 JZ3563.an estimated accuracy of +/- 6 seconds.
 JZ3563
 JZ3563.The orthometric height was determined by differential leveling
 JZ3563.and adjusted by the National Geodetic Survey in March 1993..
 JZ3563
 JZ3563.The geoid height was determined by GEOID03.
 JZ3563
 JZ3563.The dynamic height is computed by dividing the NAVD 88
 JZ3563.geopotential number by the normal gravity value computed on the
 JZ3563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3563.degrees latitude (g = 980.6199 gals.).
 JZ3563
 JZ3563.The modeled gravity was interpolated from observed gravity values.
 JZ3563
 JZ3563;                    North         East    Units  Estimated Accuracy
 JZ3563;SPC OH S     -   124,660.      418,450.      MT  (+/- 180 meters Scaled)
 JZ3563
 JZ3563                          SUPERSEDED SURVEY CONTROL
 JZ3563
 JZ3563  NGVD 29 (08/25/92)  269.359  (m)          883.72   (f) ADJUSTED    2 2
 JZ3563
 JZ3563.Superseded values are not recommended for survey control.
 JZ3563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3563.See file dsdata.txt to determine how the superseded data were derived.
 JZ3563
 JZ3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ076310(NAD 83)
 JZ3563_MARKER: DB = BENCH MARK DISK
 JZ3563_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3563_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3563_STAMPING: 411
 JZ3563_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3563
 JZ3563  HISTORY     - Date     Condition        Report By
 JZ3563  HISTORY     - UNK      MONUMENTED       OH1610
 JZ3563  HISTORY     - 19911118 GOOD             WOOLPT
 JZ3563  HISTORY     - 20041204 GOOD             GEOCAC
 JZ3563
 JZ3563                          STATION DESCRIPTION
 JZ3563
 JZ3563'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3563'STATION 411 C. OF C. IS LOCATED IN THE NORTHEAST CORNER OF THE
 JZ3563'INTERSECTION OF PEDRETTI AVENUE AND FOLEY ROAD, IN THE SUBURB OF
 JZ3563'PRICE HILL, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY
 JZ3563'DESCRIBED AS BEING 22.0 FT WEST OF THE WEST CURB EDGE OF SAID
 JZ3563'PEDRETTI AVENUE AND 6.5 FT NORTH OF THE NORTH CURB EDGE OF SAID FOLEY
 JZ3563'ROAD.
 JZ3563
 JZ3563                          STATION RECOVERY (2004)
 JZ3563
 JZ3563'RECOVERY NOTE BY GEOCACHING 2004
 JZ3563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1115 ***********************************************************************
 MB1115  DESIGNATION -  412
 MB1115  PID         -  MB1115
 MB1115  STATE/COUNTY-  OH/PORTAGE
 MB1115  USGS QUAD   -  WINDHAM (1994)
 MB1115
 MB1115                         *CURRENT SURVEY CONTROL
 MB1115  ___________________________________________________________________
 MB1115* NAD 83(1986)-  41 09 20.     (N)    081 07 27.     (W)     SCALED    
 MB1115* NAVD 88     -       289.05   (+/-2cm)     948.3    (feet)  VERTCON   
 MB1115  ___________________________________________________________________
 MB1115  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MB1115
 MB1115  VERT ORDER  -  ? (See Below)
 MB1115
 MB1115.The horizontal coordinates were scaled from a topographic map and have
 MB1115.an estimated accuracy of +/- 6 seconds.
 MB1115
 MB1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1115.The vertical order pertains to the NGVD 29 superseded value.
 MB1115
 MB1115.The geoid height was determined by GEOID03.
 MB1115
 MB1115;                    North         East    Units  Estimated Accuracy
 MB1115;SPC OH N     -   166,250.      715,470.      MT  (+/- 180 meters Scaled)
 MB1115
 MB1115                          SUPERSEDED SURVEY CONTROL
 MB1115
 MB1115  NGVD 29 (??/??/92)  289.216  (m)          948.87   (f) ADJ UNCH    ?  
 MB1115
 MB1115.Superseded values are not recommended for survey control.
 MB1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1115.See file dsdata.txt to determine how the superseded data were derived.
 MB1115
 MB1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF895560(NAD 83)
 MB1115_MARKER: Z = SEE DESCRIPTION
 MB1115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1115_SP_SET: RAIL SECTION
 MB1115_MARK LOGO: BORR  
 MB1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1115
 MB1115  HISTORY     - Date     Condition        Report By
 MB1115  HISTORY     - UNK      MONUMENTED       BORR
 MB1115  HISTORY     - 1903     GOOD             NGS
 MB1115
 MB1115                          STATION DESCRIPTION
 MB1115
 MB1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1903
 MB1115'1.5 MI W FROM WAYLAND.
 MB1115'1-1/2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM WAYLAND,
 MB1115'PORTAGE COUNTY, ON THE NORTH SIDE OF THE TRACK, AND AT POLE
 MB1115'107/15.  A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0690 ***********************************************************************
 JZ0690  DESIGNATION -  412
 JZ0690  PID         -  JZ0690
 JZ0690  STATE/COUNTY-  OH/HAMILTON
 JZ0690  USGS QUAD   -  COVINGTON (1987)
 JZ0690
 JZ0690                         *CURRENT SURVEY CONTROL
 JZ0690  ___________________________________________________________________
 JZ0690* NAD 83(1986)-  39 04 36.     (N)    084 37 03.     (W)     SCALED    
 JZ0690* NAVD 88     -       150.141  (meters)     492.59   (feet)  ADJUSTED  
 JZ0690  ___________________________________________________________________
 JZ0690  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0690  DYNAMIC HT  -         150.045 (meters)     492.27  (feet)  COMP
 JZ0690  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JZ0690
 JZ0690  VERT ORDER  -  FIRST     CLASS II
 JZ0690
 JZ0690.The horizontal coordinates were scaled from a topographic map and have
 JZ0690.an estimated accuracy of +/- 6 seconds.
 JZ0690
 JZ0690.The orthometric height was determined by differential leveling
 JZ0690.and adjusted by the National Geodetic Survey in June 1991..
 JZ0690
 JZ0690.The geoid height was determined by GEOID03.
 JZ0690
 JZ0690.The dynamic height is computed by dividing the NAVD 88
 JZ0690.geopotential number by the normal gravity value computed on the
 JZ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0690.degrees latitude (g = 980.6199 gals.).
 JZ0690
 JZ0690.The modeled gravity was interpolated from observed gravity values.
 JZ0690
 JZ0690;                    North         East    Units  Estimated Accuracy
 JZ0690;SPC OH S     -   121,670.      416,790.      MT  (+/- 180 meters Scaled)
 JZ0690
 JZ0690                          SUPERSEDED SURVEY CONTROL
 JZ0690
 JZ0690  NGVD 29 (??/??/92)  150.32   (m)          493.2    (f) COMPUTED    1 2
 JZ0690
 JZ0690.Superseded values are not recommended for survey control.
 JZ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0690.See file dsdata.txt to determine how the superseded data were derived.
 JZ0690
 JZ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ060279(NAD 83)
 JZ0690_MARKER: DD = SURVEY DISK
 JZ0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0690_STAMPING: 412 1947
 JZ0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0690+STABILITY: SURFACE MOTION
 JZ0690
 JZ0690  HISTORY     - Date     Condition        Report By
 JZ0690  HISTORY     - 1947     MONUMENTED       OH1610
 JZ0690  HISTORY     - 1947     GOOD             NGS
 JZ0690  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0690
 JZ0690                          STATION DESCRIPTION
 JZ0690
 JZ0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0690'AT SAYLER PARK.
 JZ0690'AT SAYLER PARK, ALONG RIVER ROAD, IN THE 4200 BLOCK, 1.2 FEET
 JZ0690'NORTH OF THE NORTH CURB LINE OF RIVER ROAD, 10.2 FEET SOUTH OF
 JZ0690'THE SOUTHWEST CORNER OF A 2-STORY STONE BUILDING 4212, 10.0 FEET
 JZ0690'EAST OF THE CENTER LINE OF DRIVEWAY.  A CONCRETE POST SET FLUSH
 JZ0690'WITH GROUND.
 JZ0690
 JZ0690                          STATION RECOVERY (1961)
 JZ0690
 JZ0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1116 ***********************************************************************
 MB1116  DESIGNATION -  413
 MB1116  PID         -  MB1116
 MB1116  STATE/COUNTY-  OH/PORTAGE
 MB1116  USGS QUAD   -  RAVENNA (1994)
 MB1116
 MB1116                         *CURRENT SURVEY CONTROL
 MB1116  ___________________________________________________________________
 MB1116* NAD 83(1986)-  41 09 15.     (N)    081 08 02.     (W)     SCALED    
 MB1116* NAVD 88     -       288.29   (+/-2cm)     945.8    (feet)  VERTCON   
 MB1116  ___________________________________________________________________
 MB1116  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB1116
 MB1116  VERT ORDER  -  ? (See Below)
 MB1116
 MB1116.The horizontal coordinates were scaled from a topographic map and have
 MB1116.an estimated accuracy of +/- 6 seconds.
 MB1116
 MB1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1116.The vertical order pertains to the NGVD 29 superseded value.
 MB1116
 MB1116.The geoid height was determined by GEOID03.
 MB1116
 MB1116;                    North         East    Units  Estimated Accuracy
 MB1116;SPC OH N     -   166,080.      714,660.      MT  (+/- 180 meters Scaled)
 MB1116
 MB1116                          SUPERSEDED SURVEY CONTROL
 MB1116
 MB1116  NGVD 29 (??/??/92)  288.455  (m)          946.37   (f) ADJ UNCH    ?  
 MB1116
 MB1116.Superseded values are not recommended for survey control.
 MB1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1116.See file dsdata.txt to determine how the superseded data were derived.
 MB1116
 MB1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF887558(NAD 83)
 MB1116_MARKER: B = BOLT
 MB1116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1116_SP_SET: CULVERT
 MB1116_MARK LOGO: BORR  
 MB1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1116
 MB1116  HISTORY     - Date     Condition        Report By
 MB1116  HISTORY     - UNK      MONUMENTED       BORR
 MB1116  HISTORY     - 1903     GOOD             NGS
 MB1116
 MB1116                          STATION DESCRIPTION
 MB1116
 MB1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1903
 MB1116'2 MI W FROM WAYLAND.
 MB1116'2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM WAYLAND,
 MB1116'PORTAGE COUNTY, 30 FEET EAST OF MILEPOST ALLEGHENY 108, AND IN
 MB1116'THE WEST END OF THE NORTH COPING OF A CULVERT.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0140 ***********************************************************************
 JZ0140  DESIGNATION -  413
 JZ0140  PID         -  JZ0140
 JZ0140  STATE/COUNTY-  OH/MONTGOMERY
 JZ0140  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0140
 JZ0140                         *CURRENT SURVEY CONTROL
 JZ0140  ___________________________________________________________________
 JZ0140* NAD 83(1986)-  39 38 08.     (N)    084 28 48.     (W)     SCALED    
 JZ0140* NAVD 88     -       288.391  (meters)     946.16   (feet)  ADJUSTED  
 JZ0140  ___________________________________________________________________
 JZ0140  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ0140  DYNAMIC HT  -         288.224 (meters)     945.61  (feet)  COMP
 JZ0140  MODELED GRAV-     980,041.1   (mgal)                       NAVD 88
 JZ0140
 JZ0140  VERT ORDER  -  SECOND    CLASS 0
 JZ0140
 JZ0140.The horizontal coordinates were scaled from a topographic map and have
 JZ0140.an estimated accuracy of +/- 6 seconds.
 JZ0140
 JZ0140.The orthometric height was determined by differential leveling
 JZ0140.and adjusted by the National Geodetic Survey in June 1991..
 JZ0140
 JZ0140.The geoid height was determined by GEOID03.
 JZ0140
 JZ0140.The dynamic height is computed by dividing the NAVD 88
 JZ0140.geopotential number by the normal gravity value computed on the
 JZ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0140.degrees latitude (g = 980.6199 gals.).
 JZ0140
 JZ0140.The modeled gravity was interpolated from observed gravity values.
 JZ0140
 JZ0140;                    North         East    Units  Estimated Accuracy
 JZ0140;SPC OH S     -   183,430.      430,050.      MT  (+/- 180 meters Scaled)
 JZ0140
 JZ0140                          SUPERSEDED SURVEY CONTROL
 JZ0140
 JZ0140  NGVD 29 (??/??/92)  288.565  (m)          946.73   (f) ADJ UNCH    2 0
 JZ0140
 JZ0140.Superseded values are not recommended for survey control.
 JZ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0140.See file dsdata.txt to determine how the superseded data were derived.
 JZ0140
 JZ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ162903(NAD 83)
 JZ0140_MARKER: DD = SURVEY DISK
 JZ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0140_STAMPING: 413
 JZ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0140+STABILITY: SURFACE MOTION
 JZ0140
 JZ0140  HISTORY     - Date     Condition        Report By
 JZ0140  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0140  HISTORY     - 1947     GOOD             NGS
 JZ0140  HISTORY     - 20041122 MARK NOT FOUND   INDIV
 JZ0140
 JZ0140                          STATION DESCRIPTION
 JZ0140
 JZ0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0140'2.8 MI E FROM GRATIS.
 JZ0140'2.85 MILES EAST ALONG STATE HIGHWAY 725 FROM THE POST OFFICE
 JZ0140'AT GRATIS, AT THE INTERSECTION OF THE PREBLE-MONTGOMERY COUNTY
 JZ0140'LINE, 22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET
 JZ0140'EAST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 6 FEET SOUTHEAST
 JZ0140'OF THE NORTHEAST END OF A CONCRETE HEAD WALL OF A SMALL PIPE
 JZ0140'CULVERT UNDER THE COUNTY LINE ROAD, 1.3 FEET NORTHWEST OF A WIRE
 JZ0140'FENCE, 2.5 FEET SOUTHWEST OF A FENCE CORNER, ABOUT 0.5 FOOT BELOW
 JZ0140'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ0140'6 INCHES.
 JZ0140
 JZ0140                          STATION RECOVERY (2004)
 JZ0140
 JZ0140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0725 ***********************************************************************
 JZ0725  DESIGNATION -  413
 JZ0725  PID         -  JZ0725
 JZ0725  STATE/COUNTY-  OH/HAMILTON
 JZ0725  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0725
 JZ0725                         *CURRENT SURVEY CONTROL
 JZ0725  ___________________________________________________________________
 JZ0725* NAD 83(1986)-  39 08 28.     (N)    084 36 49.     (W)     SCALED    
 JZ0725* NAVD 88     -       264.578  (meters)     868.04   (feet)  ADJUSTED  
 JZ0725  ___________________________________________________________________
 JZ0725  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0725  DYNAMIC HT  -         264.411 (meters)     867.49  (feet)  COMP
 JZ0725  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JZ0725
 JZ0725  VERT ORDER  -  FIRST     CLASS II
 JZ0725
 JZ0725.The horizontal coordinates were scaled from a topographic map and have
 JZ0725.an estimated accuracy of +/- 6 seconds.
 JZ0725
 JZ0725.The orthometric height was determined by differential leveling
 JZ0725.and adjusted by the National Geodetic Survey in June 1991..
 JZ0725
 JZ0725.The geoid height was determined by GEOID03.
 JZ0725
 JZ0725.The dynamic height is computed by dividing the NAVD 88
 JZ0725.geopotential number by the normal gravity value computed on the
 JZ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0725.degrees latitude (g = 980.6199 gals.).
 JZ0725
 JZ0725.The modeled gravity was interpolated from observed gravity values.
 JZ0725
 JZ0725;                    North         East    Units  Estimated Accuracy
 JZ0725;SPC OH S     -   128,820.      417,300.      MT  (+/- 180 meters Scaled)
 JZ0725
 JZ0725                          SUPERSEDED SURVEY CONTROL
 JZ0725
 JZ0725  NGVD 29 (??/??/92)  264.760  (m)          868.63   (f) ADJ UNCH    1 2
 JZ0725
 JZ0725.Superseded values are not recommended for survey control.
 JZ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0725.See file dsdata.txt to determine how the superseded data were derived.
 JZ0725
 JZ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ062351(NAD 83)
 JZ0725_MARKER: DD = SURVEY DISK
 JZ0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0725_STAMPING: 413
 JZ0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0725+STABILITY: SURFACE MOTION
 JZ0725
 JZ0725  HISTORY     - Date     Condition        Report By
 JZ0725  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0725  HISTORY     - 1947     GOOD             NGS
 JZ0725  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ0725
 JZ0725                          STATION DESCRIPTION
 JZ0725
 JZ0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0725'AT CINCINNATI.
 JZ0725'AT CINCINNATI, AT THE NORTHEAST CORNER OF INTERSECTION OF
 JZ0725'GLENMORE AVENUE AND WERK ROAD, 11.8 FEET NORTH OF NORTH CURB OF
 JZ0725'WERK ROAD, 3.4 FEET EAST OF THE EAST CURB OF GLENMORE AVENUE,
 JZ0725'1.11 FEET SOUTH OF A FIRE HYDRANT.  A CONCRETE POST SET FLUSH
 JZ0725'WITH THE GROUND AND LEVEL WITH THE CURB.
 JZ0725
 JZ0725                          STATION RECOVERY (2004)
 JZ0725
 JZ0725'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1117 ***********************************************************************
 MB1117  DESIGNATION -  414
 MB1117  PID         -  MB1117
 MB1117  STATE/COUNTY-  OH/PORTAGE
 MB1117  USGS QUAD   -  RAVENNA (1994)
 MB1117
 MB1117                         *CURRENT SURVEY CONTROL
 MB1117  ___________________________________________________________________
 MB1117* NAD 83(1986)-  41 09 08.     (N)    081 09 09.     (W)     SCALED    
 MB1117* NAVD 88     -       292.21   (+/-2cm)     958.7    (feet)  VERTCON   
 MB1117  ___________________________________________________________________
 MB1117  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB1117
 MB1117  VERT ORDER  -  ? (See Below)
 MB1117
 MB1117.The horizontal coordinates were scaled from a topographic map and have
 MB1117.an estimated accuracy of +/- 6 seconds.
 MB1117
 MB1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1117.The vertical order pertains to the NGVD 29 superseded value.
 MB1117
 MB1117.The geoid height was determined by GEOID03.
 MB1117
 MB1117;                    North         East    Units  Estimated Accuracy
 MB1117;SPC OH N     -   165,840.      713,100.      MT  (+/- 180 meters Scaled)
 MB1117
 MB1117                          SUPERSEDED SURVEY CONTROL
 MB1117
 MB1117  NGVD 29 (??/??/92)  292.379  (m)          959.25   (f) ADJ UNCH    ?  
 MB1117
 MB1117.Superseded values are not recommended for survey control.
 MB1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1117.See file dsdata.txt to determine how the superseded data were derived.
 MB1117
 MB1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF872556(NAD 83)
 MB1117_MARKER: Z = SEE DESCRIPTION
 MB1117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1117_SP_SET: RAIL SECTION
 MB1117_MARK LOGO: BORR  
 MB1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1117
 MB1117  HISTORY     - Date     Condition        Report By
 MB1117  HISTORY     - UNK      MONUMENTED       BORR
 MB1117  HISTORY     - 1903     GOOD             NGS
 MB1117
 MB1117                          STATION DESCRIPTION
 MB1117
 MB1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1903
 MB1117'3 MI W FROM WAYLAND.
 MB1117'3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM WAYLAND,
 MB1117'PORTAGE COUNTY, ON THE NORTH SIDE OF THE TRACK, AND AT MILEPOST
 MB1117'ALLEGHENY 109.  A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1118 ***********************************************************************
 MB1118  DESIGNATION -  415
 MB1118  PID         -  MB1118
 MB1118  STATE/COUNTY-  OH/PORTAGE
 MB1118  USGS QUAD   -  RAVENNA (1994)
 MB1118
 MB1118                         *CURRENT SURVEY CONTROL
 MB1118  ___________________________________________________________________
 MB1118* NAD 83(1986)-  41 09 01.     (N)    081 10 18.     (W)     SCALED    
 MB1118* NAVD 88     -       295.13   (+/-2cm)     968.3    (feet)  VERTCON   
 MB1118  ___________________________________________________________________
 MB1118  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB1118
 MB1118  VERT ORDER  -  ? (See Below)
 MB1118
 MB1118.The horizontal coordinates were scaled from a topographic map and have
 MB1118.an estimated accuracy of +/- 6 seconds.
 MB1118
 MB1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1118.The vertical order pertains to the NGVD 29 superseded value.
 MB1118
 MB1118.The geoid height was determined by GEOID03.
 MB1118
 MB1118;                    North         East    Units  Estimated Accuracy
 MB1118;SPC OH N     -   165,600.      711,490.      MT  (+/- 180 meters Scaled)
 MB1118
 MB1118                          SUPERSEDED SURVEY CONTROL
 MB1118
 MB1118  NGVD 29 (??/??/92)  295.300  (m)          968.83   (f) ADJ UNCH    ?  
 MB1118
 MB1118.Superseded values are not recommended for survey control.
 MB1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1118.See file dsdata.txt to determine how the superseded data were derived.
 MB1118
 MB1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF855554(NAD 83)
 MB1118_MARKER: Z = SEE DESCRIPTION
 MB1118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1118_SP_SET: RAIL SECTION
 MB1118_MARK LOGO: BORR  
 MB1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1118
 MB1118  HISTORY     - Date     Condition        Report By
 MB1118  HISTORY     - UNK      MONUMENTED       BORR
 MB1118  HISTORY     - 1903     GOOD             NGS
 MB1118
 MB1118                          STATION DESCRIPTION
 MB1118
 MB1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1903
 MB1118'4 MI W FROM WAYLAND.
 MB1118'4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM WAYLAND,
 MB1118'PORTAGE COUNTY, ON THE SOUTH SIDE OF THE TRACK, AND AT MILEPOST
 MB1118'ALLEGHENY 110.  A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1119 ***********************************************************************
 MB1119  DESIGNATION -  416
 MB1119  PID         -  MB1119
 MB1119  STATE/COUNTY-  OH/PORTAGE
 MB1119  USGS QUAD   -  RAVENNA (1994)
 MB1119
 MB1119                         *CURRENT SURVEY CONTROL
 MB1119  ___________________________________________________________________
 MB1119* NAD 83(1986)-  41 08 55.     (N)    081 12 08.     (W)     SCALED    
 MB1119* NAVD 88     -       296.33   (+/-2cm)     972.2    (feet)  VERTCON   
 MB1119  ___________________________________________________________________
 MB1119  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB1119
 MB1119  VERT ORDER  -  ? (See Below)
 MB1119
 MB1119.The horizontal coordinates were scaled from a topographic map and have
 MB1119.an estimated accuracy of +/- 6 seconds.
 MB1119
 MB1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1119.The vertical order pertains to the NGVD 29 superseded value.
 MB1119
 MB1119.The geoid height was determined by GEOID03.
 MB1119
 MB1119;                    North         East    Units  Estimated Accuracy
 MB1119;SPC OH N     -   165,380.      708,930.      MT  (+/- 180 meters Scaled)
 MB1119
 MB1119                          SUPERSEDED SURVEY CONTROL
 MB1119
 MB1119  NGVD 29 (??/??/92)  296.510  (m)          972.80   (f) ADJ UNCH    ?  
 MB1119
 MB1119.Superseded values are not recommended for survey control.
 MB1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1119.See file dsdata.txt to determine how the superseded data were derived.
 MB1119
 MB1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF830552(NAD 83)
 MB1119_MARKER: B = BOLT
 MB1119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1119_SP_SET: ABUTMENT
 MB1119_MARK LOGO: BORR  
 MB1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1119
 MB1119  HISTORY     - Date     Condition        Report By
 MB1119  HISTORY     - UNK      MONUMENTED       BORR
 MB1119  HISTORY     - 1903     GOOD             NGS
 MB1119
 MB1119                          STATION DESCRIPTION
 MB1119
 MB1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1903
 MB1119'1 MI W FROM CHARLESTOWN.
 MB1119'1 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB1119'CHARLESTOWN, PORTAGE COUNTY, AT BRIDGE 49, AND IN THE NORTH END
 MB1119'OF THE EAST ABUTMENT.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0230 ***********************************************************************
 JZ0230  DESIGNATION -  416
 JZ0230  PID         -  JZ0230
 JZ0230  STATE/COUNTY-  OH/MONTGOMERY
 JZ0230  USGS QUAD   -  MIAMISBURG (1987)
 JZ0230
 JZ0230                         *CURRENT SURVEY CONTROL
 JZ0230  ___________________________________________________________________
 JZ0230* NAD 83(1986)-  39 38 09.     (N)    084 21 06.     (W)     SCALED    
 JZ0230* NAVD 88     -       250.000  (meters)     820.21   (feet)  ADJUSTED  
 JZ0230  ___________________________________________________________________
 JZ0230  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JZ0230  DYNAMIC HT  -         249.858 (meters)     819.74  (feet)  COMP
 JZ0230  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 JZ0230
 JZ0230  VERT ORDER  -  SECOND    CLASS 0
 JZ0230
 JZ0230.The horizontal coordinates were scaled from a topographic map and have
 JZ0230.an estimated accuracy of +/- 6 seconds.
 JZ0230
 JZ0230.The orthometric height was determined by differential leveling
 JZ0230.and adjusted by the National Geodetic Survey in June 1991..
 JZ0230
 JZ0230.The geoid height was determined by GEOID03.
 JZ0230
 JZ0230.The dynamic height is computed by dividing the NAVD 88
 JZ0230.geopotential number by the normal gravity value computed on the
 JZ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0230.degrees latitude (g = 980.6199 gals.).
 JZ0230
 JZ0230.The modeled gravity was interpolated from observed gravity values.
 JZ0230
 JZ0230;                    North         East    Units  Estimated Accuracy
 JZ0230;SPC OH S     -   183,230.      441,060.      MT  (+/- 180 meters Scaled)
 JZ0230
 JZ0230                          SUPERSEDED SURVEY CONTROL
 JZ0230
 JZ0230  NGVD 29 (??/??/92)  250.186  (m)          820.82   (f) ADJ UNCH    2 0
 JZ0230
 JZ0230.Superseded values are not recommended for survey control.
 JZ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0230.See file dsdata.txt to determine how the superseded data were derived.
 JZ0230
 JZ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ272906(NAD 83)
 JZ0230_MARKER: DD = SURVEY DISK
 JZ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0230_STAMPING: 416
 JZ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0230+STABILITY: SURFACE MOTION
 JZ0230
 JZ0230  HISTORY     - Date     Condition        Report By
 JZ0230  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0230  HISTORY     - 1947     GOOD             NGS
 JZ0230  HISTORY     - 20041122 POOR             INDIV
 JZ0230
 JZ0230                          STATION DESCRIPTION
 JZ0230
 JZ0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0230'1.2 MI N FROM GERMANTOWN.
 JZ0230'1.25 MILES NORTH ALONG STATE HIGHWAYS 725 AND 4 FROM THE JUNCTION
 JZ0230'OF STATE HIGHWAY 725-WEST AT GERMANTOWN, AT THE NORTHEAST CITY
 JZ0230'LIMITS OF GERMANTOWN, ABOUT 0.4 MILE NORTHEAST OF THE JUNCTION
 JZ0230'OF WEAVER ROAD LEADING NORTH, 29 FEET NORTHWEST OF THE CENTER
 JZ0230'LINE OF THE HIGHWAY, 10.5 FEET NORTHWEST OF A SIGN GERMANTOWN
 JZ0230'CORPORATION LIMITS, 5 FEET NORTHEAST OF A CONCRETE FENCE CORNER
 JZ0230'POST, 1 FOOT SOUTHEAST OF THE FENCE LINE, 1 FOOT NORTHEAST
 JZ0230'OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE
 JZ0230'POST PROJECTING 5 INCHES.
 JZ0230
 JZ0230                          STATION RECOVERY (2004)
 JZ0230
 JZ0230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0230'CONCRETE BASE REMAINS.  MONUMENT HAS BEEN REMOVED.  LOCATION IS ACROSS
 JZ0230'ROAD FROM HOUSE NUMBER 2109
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1120 ***********************************************************************
 MB1120  DESIGNATION -  417
 MB1120  PID         -  MB1120
 MB1120  STATE/COUNTY-  OH/PORTAGE
 MB1120  USGS QUAD   -  RAVENNA (1994)
 MB1120
 MB1120                         *CURRENT SURVEY CONTROL
 MB1120  ___________________________________________________________________
 MB1120* NAD 83(1986)-  41 08 53.     (N)    081 13 10.     (W)     SCALED    
 MB1120* NAVD 88     -       299.33   (+/-2cm)     982.1    (feet)  VERTCON   
 MB1120  ___________________________________________________________________
 MB1120  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB1120
 MB1120  VERT ORDER  -  ? (See Below)
 MB1120
 MB1120.The horizontal coordinates were scaled from a topographic map and have
 MB1120.an estimated accuracy of +/- 6 seconds.
 MB1120
 MB1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1120.The vertical order pertains to the NGVD 29 superseded value.
 MB1120
 MB1120.The geoid height was determined by GEOID03.
 MB1120
 MB1120;                    North         East    Units  Estimated Accuracy
 MB1120;SPC OH N     -   165,290.      707,490.      MT  (+/- 180 meters Scaled)
 MB1120
 MB1120                          SUPERSEDED SURVEY CONTROL
 MB1120
 MB1120  NGVD 29 (??/??/92)  299.504  (m)          982.62   (f) ADJ UNCH    ?  
 MB1120
 MB1120.Superseded values are not recommended for survey control.
 MB1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1120.See file dsdata.txt to determine how the superseded data were derived.
 MB1120
 MB1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF815552(NAD 83)
 MB1120_MARKER: Z = SEE DESCRIPTION
 MB1120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1120_SP_SET: RAIL SECTION
 MB1120_MARK LOGO: BORR  
 MB1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1120
 MB1120  HISTORY     - Date     Condition        Report By
 MB1120  HISTORY     - 1903     MONUMENTED       BORR
 MB1120
 MB1120                          STATION DESCRIPTION
 MB1120
 MB1120'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1120'2 MI W FROM CHARLESTOWN.
 MB1120'2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB1120'CHARLESTOWN, PORTAGE COUNTY, ON THE NORTH SIDE OF THE TRACK, AND
 MB1120'AT POLE 112/15.  A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0753 ***********************************************************************
 JZ0753  DESIGNATION -  417
 JZ0753  PID         -  JZ0753
 JZ0753  STATE/COUNTY-  OH/HAMILTON
 JZ0753  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0753
 JZ0753                         *CURRENT SURVEY CONTROL
 JZ0753  ___________________________________________________________________
 JZ0753* NAD 83(1986)-  39 07 35.     (N)    084 37 01.     (W)     SCALED    
 JZ0753* NAVD 88     -       275.850  (meters)     905.02   (feet)  ADJUSTED  
 JZ0753  ___________________________________________________________________
 JZ0753  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0753  DYNAMIC HT  -         275.676 (meters)     904.45  (feet)  COMP
 JZ0753  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 JZ0753
 JZ0753  VERT ORDER  -  FIRST     CLASS II
 JZ0753
 JZ0753.The horizontal coordinates were scaled from a topographic map and have
 JZ0753.an estimated accuracy of +/- 6 seconds.
 JZ0753
 JZ0753.The orthometric height was determined by differential leveling
 JZ0753.and adjusted by the National Geodetic Survey in June 1991..
 JZ0753
 JZ0753.The geoid height was determined by GEOID03.
 JZ0753
 JZ0753.The dynamic height is computed by dividing the NAVD 88
 JZ0753.geopotential number by the normal gravity value computed on the
 JZ0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0753.degrees latitude (g = 980.6199 gals.).
 JZ0753
 JZ0753.The modeled gravity was interpolated from observed gravity values.
 JZ0753
 JZ0753;                    North         East    Units  Estimated Accuracy
 JZ0753;SPC OH S     -   127,190.      416,970.      MT  (+/- 180 meters Scaled)
 JZ0753
 JZ0753                          SUPERSEDED SURVEY CONTROL
 JZ0753
 JZ0753  NGVD 29 (??/??/92)  276.033  (m)          905.62   (f) ADJ UNCH    1 2
 JZ0753
 JZ0753.Superseded values are not recommended for survey control.
 JZ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0753.See file dsdata.txt to determine how the superseded data were derived.
 JZ0753
 JZ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ059335(NAD 83)
 JZ0753_MARKER: DD = SURVEY DISK
 JZ0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0753_STAMPING: 417
 JZ0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0753+STABILITY: SURFACE MOTION
 JZ0753
 JZ0753  HISTORY     - Date     Condition        Report By
 JZ0753  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0753  HISTORY     - 1947     GOOD             NGS
 JZ0753
 JZ0753                          STATION DESCRIPTION
 JZ0753
 JZ0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0753'AT CINCINNATI.
 JZ0753'AT CINCINNATI, IN THE NORTHWEST CORNER OF THE INTERSECTION OF
 JZ0753'ANDERSON FERRY ROAD AND SIDNEY ROAD, 24.6 FEET NORTH OF THE
 JZ0753'CENTER LINE OF SIDNEY ROAD, 24.6 FEET WEST OF THE CENTER LINE
 JZ0753'OF ANDERSON FERRY ROAD, 2.2 FEET SOUTHEAST OF THE SOUTHEAST
 JZ0753'CORNER OF A LARGE CONCRETE POST.  ABOUT 1 FOOT BELOW SURFACE OF
 JZ0753'GROUND.  A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0084 ***********************************************************************
 JZ0084  DESIGNATION -  417
 JZ0084  PID         -  JZ0084
 JZ0084  STATE/COUNTY-  OH/MONTGOMERY
 JZ0084  USGS QUAD   -  MIAMISBURG (1987)
 JZ0084
 JZ0084                         *CURRENT SURVEY CONTROL
 JZ0084  ___________________________________________________________________
 JZ0084* NAD 83(1986)-  39 37 49.     (N)    084 17 36.     (W)     SCALED    
 JZ0084* NAVD 88     -       211.637  (meters)     694.35   (feet)  ADJUSTED  
 JZ0084  ___________________________________________________________________
 JZ0084  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JZ0084  DYNAMIC HT  -         211.516 (meters)     693.95  (feet)  COMP
 JZ0084  MODELED GRAV-     980,051.2   (mgal)                       NAVD 88
 JZ0084
 JZ0084  VERT ORDER  -  FIRST     CLASS II
 JZ0084
 JZ0084.The horizontal coordinates were scaled from a topographic map and have
 JZ0084.an estimated accuracy of +/- 6 seconds.
 JZ0084
 JZ0084.The orthometric height was determined by differential leveling
 JZ0084.and adjusted by the National Geodetic Survey in June 1991..
 JZ0084
 JZ0084.The geoid height was determined by GEOID03.
 JZ0084
 JZ0084.The dynamic height is computed by dividing the NAVD 88
 JZ0084.geopotential number by the normal gravity value computed on the
 JZ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0084.degrees latitude (g = 980.6199 gals.).
 JZ0084
 JZ0084.The modeled gravity was interpolated from observed gravity values.
 JZ0084
 JZ0084;                    North         East    Units  Estimated Accuracy
 JZ0084;SPC OH S     -   182,510.      446,060.      MT  (+/- 180 meters Scaled)
 JZ0084
 JZ0084                          SUPERSEDED SURVEY CONTROL
 JZ0084
 JZ0084  NGVD 29 (??/??/92)  211.827  (m)          694.97   (f) ADJ UNCH    1 2
 JZ0084
 JZ0084.Superseded values are not recommended for survey control.
 JZ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0084.See file dsdata.txt to determine how the superseded data were derived.
 JZ0084
 JZ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ322902(NAD 83)
 JZ0084_MARKER: DD = SURVEY DISK
 JZ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0084_STAMPING: 417
 JZ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0084+STABILITY: SURFACE MOTION
 JZ0084
 JZ0084  HISTORY     - Date     Condition        Report By
 JZ0084  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0084  HISTORY     - 1947     GOOD             NGS
 JZ0084  HISTORY     - 1954     MARK NOT FOUND   NGS
 JZ0084
 JZ0084                          STATION DESCRIPTION
 JZ0084
 JZ0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0084'0.6 MI S FROM MIAMISBURG.
 JZ0084'0.65 MILE SOUTH ALONG U.S. 25 FROM THE INTERSECTION OF LINDEN
 JZ0084'AVENUE AT MIAMISBURG, JUST NORTH AND INSIDE THE CITY LIMITS,
 JZ0084'IN A GRAVEL PARKING LOT IN FRONT OF AN ICE CREAM PARLOR, 18 FEET
 JZ0084'WEST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET SOUTH OF THE SOUTH
 JZ0084'END OF THE CONCRETE HEAD WALL OF A 14-INCH PIPE CULVERT, 48 FEET
 JZ0084'NORTH OF THE CITY LIMITS, 61 FEET NORTHWEST AND ACROSS THE
 JZ0084'HIGHWAY FROM THE CITY LIMITS SIGN, 63 FEET EAST-NORTHEAST OF THE
 JZ0084'SOUTHEAST CORNER OF THE ICE CREAM PARLOR, 60.6 FEET EAST-SOUTHEAST
 JZ0084'OF THE NORTHEAST CORNER OF THE BUILDING, ABOUT 0.3 FOOT BELOW THE
 JZ0084'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JZ0084'DRIVE WAY.
 JZ0084
 JZ0084                          STATION RECOVERY (1954)
 JZ0084
 JZ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JZ0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1121 ***********************************************************************
 MB1121  DESIGNATION -  418
 MB1121  PID         -  MB1121
 MB1121  STATE/COUNTY-  OH/PORTAGE
 MB1121  USGS QUAD   -  RAVENNA (1994)
 MB1121
 MB1121                         *CURRENT SURVEY CONTROL
 MB1121  ___________________________________________________________________
 MB1121* NAD 83(1986)-  41 08 58.     (N)    081 14 05.     (W)     SCALED    
 MB1121* NAVD 88     -       306.49   (+/-2cm)    1005.5    (feet)  VERTCON   
 MB1121  ___________________________________________________________________
 MB1121  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MB1121
 MB1121  VERT ORDER  -  ? (See Below)
 MB1121
 MB1121.The horizontal coordinates were scaled from a topographic map and have
 MB1121.an estimated accuracy of +/- 6 seconds.
 MB1121
 MB1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1121.The vertical order pertains to the NGVD 29 superseded value.
 MB1121
 MB1121.The geoid height was determined by GEOID03.
 MB1121
 MB1121;                    North         East    Units  Estimated Accuracy
 MB1121;SPC OH N     -   165,430.      706,200.      MT  (+/- 180 meters Scaled)
 MB1121
 MB1121                          SUPERSEDED SURVEY CONTROL
 MB1121
 MB1121  NGVD 29 (??/??/92)  306.669  (m)         1006.13   (f) ADJ UNCH    ?  
 MB1121
 MB1121.Superseded values are not recommended for survey control.
 MB1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1121.See file dsdata.txt to determine how the superseded data were derived.
 MB1121
 MB1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF803553(NAD 83)
 MB1121_MARKER: B = BOLT
 MB1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1121_SP_SET: ABUTMENT
 MB1121_MARK LOGO: BORR  
 MB1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1121
 MB1121  HISTORY     - Date     Condition        Report By
 MB1121  HISTORY     - 1903     MONUMENTED       BORR
 MB1121
 MB1121                          STATION DESCRIPTION
 MB1121
 MB1121'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1121'3 MI W FROM CHARLESTOWN.
 MB1121'3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB1121'CHARLESTOWN, PORTAGE COUNTY, AT POLE 113/10, AND IN THE NORTH END
 MB1121'OF THE EAST ABUTMENT OF A BRIDGE.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0756 ***********************************************************************
 JZ0756  DESIGNATION -  418
 JZ0756  PID         -  JZ0756
 JZ0756  STATE/COUNTY-  OH/HAMILTON
 JZ0756  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0756
 JZ0756                         *CURRENT SURVEY CONTROL
 JZ0756  ___________________________________________________________________
 JZ0756* NAD 83(1986)-  39 08 00.     (N)    084 36 40.     (W)     SCALED    
 JZ0756* NAVD 88     -       269.321  (meters)     883.60   (feet)  ADJUSTED  
 JZ0756  ___________________________________________________________________
 JZ0756  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0756  DYNAMIC HT  -         269.151 (meters)     883.04  (feet)  COMP
 JZ0756  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 JZ0756
 JZ0756  VERT ORDER  -  FIRST     CLASS II
 JZ0756
 JZ0756.The horizontal coordinates were scaled from a topographic map and have
 JZ0756.an estimated accuracy of +/- 6 seconds.
 JZ0756
 JZ0756.The orthometric height was determined by differential leveling
 JZ0756.and adjusted by the National Geodetic Survey in June 1991..
 JZ0756
 JZ0756.The geoid height was determined by GEOID03.
 JZ0756
 JZ0756.The dynamic height is computed by dividing the NAVD 88
 JZ0756.geopotential number by the normal gravity value computed on the
 JZ0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0756.degrees latitude (g = 980.6199 gals.).
 JZ0756
 JZ0756.The modeled gravity was interpolated from observed gravity values.
 JZ0756
 JZ0756;                    North         East    Units  Estimated Accuracy
 JZ0756;SPC OH S     -   127,950.      417,490.      MT  (+/- 180 meters Scaled)
 JZ0756
 JZ0756                          SUPERSEDED SURVEY CONTROL
 JZ0756
 JZ0756  NGVD 29 (??/??/92)  269.502  (m)          884.19   (f) ADJ UNCH    1 2
 JZ0756
 JZ0756.Superseded values are not recommended for survey control.
 JZ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0756.See file dsdata.txt to determine how the superseded data were derived.
 JZ0756
 JZ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ064342(NAD 83)
 JZ0756_MARKER: DD = SURVEY DISK
 JZ0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0756_STAMPING: 418
 JZ0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0756+STABILITY: SURFACE MOTION
 JZ0756
 JZ0756  HISTORY     - Date     Condition        Report By
 JZ0756  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0756  HISTORY     - 1947     GOOD             NGS
 JZ0756  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ0756
 JZ0756                          STATION DESCRIPTION
 JZ0756
 JZ0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0756'AT CINCINNATI.
 JZ0756'AT CINCINNATI, AT THE JUNCTION OF BRIDGETOWN ROAD AND BRATER
 JZ0756'AVENUE, 4 FEET NORTH OF NORTH CURB OF BRIDGETOWN ROAD, 25.5 FEET
 JZ0756'WEST OF WEST CURB (EXTENDED) OF BRATER AVENUE, A CONCRETE POST
 JZ0756'SET FLUSH WITH GROUND.
 JZ0756
 JZ0756                          STATION RECOVERY (2004)
 JZ0756
 JZ0756'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1122 ***********************************************************************
 MB1122  DESIGNATION -  419
 MB1122  PID         -  MB1122
 MB1122  STATE/COUNTY-  OH/PORTAGE
 MB1122  USGS QUAD   -  KENT (1994)
 MB1122
 MB1122                         *CURRENT SURVEY CONTROL
 MB1122  ___________________________________________________________________
 MB1122* NAD 83(1986)-  41 08 57.     (N)    081 15 19.     (W)     SCALED    
 MB1122* NAVD 88     -       314.52   (+/-2cm)    1031.9    (feet)  VERTCON   
 MB1122  ___________________________________________________________________
 MB1122  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB1122
 MB1122  VERT ORDER  -  ? (See Below)
 MB1122
 MB1122.The horizontal coordinates were scaled from a topographic map and have
 MB1122.an estimated accuracy of +/- 6 seconds.
 MB1122
 MB1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1122.The vertical order pertains to the NGVD 29 superseded value.
 MB1122
 MB1122.The geoid height was determined by GEOID03.
 MB1122
 MB1122;                    North         East    Units  Estimated Accuracy
 MB1122;SPC OH N     -   165,370.      704,480.      MT  (+/- 180 meters Scaled)
 MB1122
 MB1122                          SUPERSEDED SURVEY CONTROL
 MB1122
 MB1122  NGVD 29 (??/??/92)  314.700  (m)         1032.48   (f) ADJ UNCH    ?  
 MB1122
 MB1122.Superseded values are not recommended for survey control.
 MB1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1122.See file dsdata.txt to determine how the superseded data were derived.
 MB1122
 MB1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF785553(NAD 83)
 MB1122_MARKER: Z = SEE DESCRIPTION
 MB1122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1122_SP_SET: RAIL SECTION
 MB1122_MARK LOGO: BORR  
 MB1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1122
 MB1122  HISTORY     - Date     Condition        Report By
 MB1122  HISTORY     - 1903     MONUMENTED       BORR
 MB1122
 MB1122                          STATION DESCRIPTION
 MB1122
 MB1122'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1122'2 MI E FROM RAVENNA.
 MB1122'2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM RAVENNA,
 MB1122'PORTAGE COUNTY, ON THE NORTH SIDE OF THE TRACK, AND AT POLE
 MB1122'114/10.  A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1788 ***********************************************************************
 MB1788  DESIGNATION -  42
 MB1788  PID         -  MB1788
 MB1788  STATE/COUNTY-  OH/CUYAHOGA
 MB1788  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1788
 MB1788                         *CURRENT SURVEY CONTROL
 MB1788  ___________________________________________________________________
 MB1788* NAD 83(1986)-  41 29 41.     (N)    081 41 01.     (W)     SCALED    
 MB1788* NAVD 88     -       203.924  (meters)     669.04   (feet)  ADJUSTED  
 MB1788  ___________________________________________________________________
 MB1788  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 MB1788  DYNAMIC HT  -         203.844 (meters)     668.78  (feet)  COMP
 MB1788  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 MB1788
 MB1788  VERT ORDER  -  FIRST     CLASS II
 MB1788
 MB1788.The horizontal coordinates were scaled from a topographic map and have
 MB1788.an estimated accuracy of +/- 6 seconds.
 MB1788
 MB1788.The orthometric height was determined by differential leveling
 MB1788.and adjusted by the National Geodetic Survey in June 1991..
 MB1788
 MB1788.The geoid height was determined by GEOID03.
 MB1788
 MB1788.The dynamic height is computed by dividing the NAVD 88
 MB1788.geopotential number by the normal gravity value computed on the
 MB1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1788.degrees latitude (g = 980.6199 gals.).
 MB1788
 MB1788.The modeled gravity was interpolated from observed gravity values.
 MB1788
 MB1788;                    North         East    Units  Estimated Accuracy
 MB1788;SPC OH N     -   203,320.      668,170.      MT  (+/- 180 meters Scaled)
 MB1788
 MB1788                          SUPERSEDED SURVEY CONTROL
 MB1788
 MB1788  NGVD 29 (06/03/92)  204.155  (m)          669.80   (f) ADJUSTED    1 2
 MB1788
 MB1788.Superseded values are not recommended for survey control.
 MB1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1788.See file dsdata.txt to determine how the superseded data were derived.
 MB1788
 MB1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF429939(NAD 83)
 MB1788_MARKER: DD = SURVEY DISK
 MB1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1788_SP_SET: CONCRETE POST
 MB1788_STAMPING: 42
 MB1788_MARK LOGO: CRGS  
 MB1788_PROJECTION: RECESSED 5 CENTIMETERS
 MB1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1788+STABILITY: SURFACE MOTION
 MB1788
 MB1788  HISTORY     - Date     Condition        Report By
 MB1788  HISTORY     - 1938     MONUMENTED       CRGS
 MB1788  HISTORY     - 1983     GOOD             NGS
 MB1788  HISTORY     - 19950528 GOOD             USPSQD
 MB1788  HISTORY     - 20050423 GOOD             USPSQD
 MB1788
 MB1788                          STATION DESCRIPTION
 MB1788
 MB1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1788'IN CLEVELAND.
 MB1788'IN CLEVELAND, ALONG CARNEGIE AVENUE AT THE ENTRANCE TO CUYAHOGA
 MB1788'COMMUNITY COLLEGE DISTRICT ADMINISTRATION BUILDING, AT 700 CARNEGIE
 MB1788'AVENUE, IN THE SIDEWALK, IN THE TOP OF A CONCRETE POST AND PROTECTED
 MB1788'BY A 9-INCH CAST IRON BOX WITH COVER, 14.87 METERS (48.8 FT) SOUTH OF
 MB1788'THE CENTERLINE OF CARNEGIE AVENUE, 9.14 METERS (30.0 FT) WEST OF THE
 MB1788'CENTER OF THE DRIVE TO THE ADMINISTRATION BUILDING, 0.30 METER
 MB1788'(1.0 FT) NORTH OF THE SOUTH EDGE OF THE SIDEWALK.
 MB1788
 MB1788                          STATION RECOVERY (1995)
 MB1788
 MB1788'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1788'RECOVERED IN GOOD CONDITION.
 MB1788
 MB1788                          STATION RECOVERY (2005)
 MB1788
 MB1788'RECOVERY NOTE BY US POWER SQUADRON 2005
 MB1788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1123 ***********************************************************************
 MB1123  DESIGNATION -  420
 MB1123  PID         -  MB1123
 MB1123  STATE/COUNTY-  OH/PORTAGE
 MB1123  USGS QUAD   -  KENT (1994)
 MB1123
 MB1123                         *CURRENT SURVEY CONTROL
 MB1123  ___________________________________________________________________
 MB1123* NAD 83(1986)-  41 09 02.     (N)    081 15 57.     (W)     SCALED    
 MB1123* NAVD 88     -       320.36   (+/-2cm)    1051.0    (feet)  VERTCON   
 MB1123  ___________________________________________________________________
 MB1123  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB1123
 MB1123  VERT ORDER  -  ? (See Below)
 MB1123
 MB1123.The horizontal coordinates were scaled from a topographic map and have
 MB1123.an estimated accuracy of +/- 6 seconds.
 MB1123
 MB1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1123.The vertical order pertains to the NGVD 29 superseded value.
 MB1123
 MB1123.The geoid height was determined by GEOID03.
 MB1123
 MB1123;                    North         East    Units  Estimated Accuracy
 MB1123;SPC OH N     -   165,510.      703,590.      MT  (+/- 180 meters Scaled)
 MB1123
 MB1123                          SUPERSEDED SURVEY CONTROL
 MB1123
 MB1123  NGVD 29 (??/??/92)  320.533  (m)         1051.62   (f) ADJ UNCH    ?  
 MB1123
 MB1123.Superseded values are not recommended for survey control.
 MB1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1123.See file dsdata.txt to determine how the superseded data were derived.
 MB1123
 MB1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF776555(NAD 83)
 MB1123_MARKER: Z = SEE DESCRIPTION
 MB1123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1123_SP_SET: RAIL SECTION
 MB1123_MARK LOGO: BORR  
 MB1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1123
 MB1123  HISTORY     - Date     Condition        Report By
 MB1123  HISTORY     - 1903     MONUMENTED       BORR
 MB1123
 MB1123                          STATION DESCRIPTION
 MB1123
 MB1123'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1123'1 MI E FROM RAVENNA.
 MB1123'1 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM RAVENNA,
 MB1123'PORTAGE COUNTY, ON THE SOUTH SIDE OF THE TRACK, AND AT MILEPOST
 MB1123'ALLEGHENY 115.  A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1224 ***********************************************************************
 KY1224  DESIGNATION -  420
 KY1224  PID         -  KY1224
 KY1224  STATE/COUNTY-  OH/STARK
 KY1224  USGS QUAD   -  CANTON WEST (1985)
 KY1224
 KY1224                         *CURRENT SURVEY CONTROL
 KY1224  ___________________________________________________________________
 KY1224* NAD 83(1986)-  40 51 10.     (N)    081 24 44.     (W)     SCALED    
 KY1224* NAVD 88     -       321.805  (meters)    1055.79   (feet)  ADJUSTED  
 KY1224  ___________________________________________________________________
 KY1224  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KY1224  DYNAMIC HT  -         321.655 (meters)    1055.30  (feet)  COMP
 KY1224  MODELED GRAV-     980,149.2   (mgal)                       NAVD 88
 KY1224
 KY1224  VERT ORDER  -  FIRST     CLASS II
 KY1224
 KY1224.The horizontal coordinates were scaled from a topographic map and have
 KY1224.an estimated accuracy of +/- 6 seconds.
 KY1224
 KY1224.The orthometric height was determined by differential leveling
 KY1224.and adjusted by the National Geodetic Survey in June 1991..
 KY1224
 KY1224.The geoid height was determined by GEOID03.
 KY1224
 KY1224.The dynamic height is computed by dividing the NAVD 88
 KY1224.geopotential number by the normal gravity value computed on the
 KY1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1224.degrees latitude (g = 980.6199 gals.).
 KY1224
 KY1224.The modeled gravity was interpolated from observed gravity values.
 KY1224
 KY1224;                    North         East    Units  Estimated Accuracy
 KY1224;SPC OH N     -   132,290.      691,720.      MT  (+/- 180 meters Scaled)
 KY1224
 KY1224                          SUPERSEDED SURVEY CONTROL
 KY1224
 KY1224  NGVD 29 (??/??/92)  321.998  (m)         1056.42   (f) ADJ UNCH    1 2
 KY1224
 KY1224.Superseded values are not recommended for survey control.
 KY1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1224.See file dsdata.txt to determine how the superseded data were derived.
 KY1224
 KY1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF652224(NAD 83)
 KY1224_MARKER: B = BOLT
 KY1224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1224_SP_SET: ABUTMENT
 KY1224_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1224
 KY1224  HISTORY     - Date     Condition        Report By
 KY1224  HISTORY     - 1935     MONUMENTED       BORR
 KY1224  HISTORY     - 1935     GOOD             NGS
 KY1224  HISTORY     - 19930427 GOOD             OHDT
 KY1224
 KY1224                          STATION DESCRIPTION
 KY1224
 KY1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY1224'2.2 MI S FROM NORTH CANTON.
 KY1224'2.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1224'STATION AT NORTH CANTON, STARK COUNTY, 35 YARDS SOUTH OF MILEPOST
 KY1224'21, AT BRIDGE 420, IN THE SOUTH END OF THE SOUTHEAST ABUTMENT,
 KY1224'5.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1/2 FOOT LOWER
 KY1224'THAN THE TOP OF THE RAIL.  AN IRON BOLT.
 KY1224
 KY1224                          STATION RECOVERY (1993)
 KY1224
 KY1224'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993
 KY1224'-----REPORT BY ODOT ---- YEAR 1993 ------ CONDITION - GOOD-----
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0757 ***********************************************************************
 JZ0757  DESIGNATION -  420
 JZ0757  PID         -  JZ0757
 JZ0757  STATE/COUNTY-  OH/HAMILTON
 JZ0757  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0757
 JZ0757                         *CURRENT SURVEY CONTROL
 JZ0757  ___________________________________________________________________
 JZ0757* NAD 83(1986)-  39 08 57.     (N)    084 36 46.     (W)     SCALED    
 JZ0757* NAVD 88     -       277.550  (meters)     910.60   (feet)  ADJUSTED  
 JZ0757  ___________________________________________________________________
 JZ0757  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ0757  DYNAMIC HT  -         277.375 (meters)     910.02  (feet)  COMP
 JZ0757  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 JZ0757
 JZ0757  VERT ORDER  -  FIRST     CLASS II
 JZ0757
 JZ0757.The horizontal coordinates were scaled from a topographic map and have
 JZ0757.an estimated accuracy of +/- 6 seconds.
 JZ0757
 JZ0757.The orthometric height was determined by differential leveling
 JZ0757.and adjusted by the National Geodetic Survey in June 1991..
 JZ0757
 JZ0757.The geoid height was determined by GEOID03.
 JZ0757
 JZ0757.The dynamic height is computed by dividing the NAVD 88
 JZ0757.geopotential number by the normal gravity value computed on the
 JZ0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0757.degrees latitude (g = 980.6199 gals.).
 JZ0757
 JZ0757.The modeled gravity was interpolated from observed gravity values.
 JZ0757
 JZ0757;                    North         East    Units  Estimated Accuracy
 JZ0757;SPC OH S     -   129,710.      417,390.      MT  (+/- 180 meters Scaled)
 JZ0757
 JZ0757                          SUPERSEDED SURVEY CONTROL
 JZ0757
 JZ0757  NGVD 29 (06/03/91)  277.730  (m)          911.19   (f) ADJUSTED    1 2
 JZ0757
 JZ0757.Superseded values are not recommended for survey control.
 JZ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0757.See file dsdata.txt to determine how the superseded data were derived.
 JZ0757
 JZ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ062360(NAD 83)
 JZ0757_MARKER: DD = SURVEY DISK
 JZ0757_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0757_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0757_STAMPING: 420
 JZ0757_MARK LOGO: OH1610
 JZ0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0757
 JZ0757  HISTORY     - Date     Condition        Report By
 JZ0757  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0757  HISTORY     - 1947     GOOD             NGS
 JZ0757  HISTORY     - 19900920 GOOD             WOOLPT
 JZ0757  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ0757
 JZ0757                          STATION DESCRIPTION
 JZ0757
 JZ0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0757'AT CHEVIOT.
 JZ0757'AT CHEVIOT, IN SOUTHEAST CORNER OF INTERSECTION OF GLENMORE
 JZ0757'AVENUE AND MONTANA AVENUE, 22.8 FEET SOUTH OF SOUTH CURB OF
 JZ0757'MONTANA AVENUE, 2.2 FEET EAST OF EAST CURB OF GLENMORE AVENUE.
 JZ0757'A CONCRETE POST SET FLUSH WITH GROUND AND LEVEL WITH CURB.
 JZ0757
 JZ0757                          STATION RECOVERY (1990)
 JZ0757
 JZ0757'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0757'RECOVERED IN GOOD CONDITION.
 JZ0757
 JZ0757                          STATION RECOVERY (2004)
 JZ0757
 JZ0757'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1124 ***********************************************************************
 MB1124  DESIGNATION -  421
 MB1124  PID         -  MB1124
 MB1124  STATE/COUNTY-  OH/PORTAGE
 MB1124  USGS QUAD   -  KENT (1994)
 MB1124
 MB1124                         *CURRENT SURVEY CONTROL
 MB1124  ___________________________________________________________________
 MB1124* NAD 83(1986)-  41 09 10.     (N)    081 17 16.     (W)     SCALED    
 MB1124* NAVD 88     -       326.36   (+/-2cm)    1070.7    (feet)  VERTCON   
 MB1124  ___________________________________________________________________
 MB1124  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB1124
 MB1124  VERT ORDER  -  ? (See Below)
 MB1124
 MB1124.The horizontal coordinates were scaled from a topographic map and have
 MB1124.an estimated accuracy of +/- 6 seconds.
 MB1124
 MB1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1124.The vertical order pertains to the NGVD 29 superseded value.
 MB1124
 MB1124.The geoid height was determined by GEOID03.
 MB1124
 MB1124;                    North         East    Units  Estimated Accuracy
 MB1124;SPC OH N     -   165,730.      701,750.      MT  (+/- 180 meters Scaled)
 MB1124
 MB1124                          SUPERSEDED SURVEY CONTROL
 MB1124
 MB1124  NGVD 29 (??/??/92)  326.542  (m)         1071.33   (f) ADJ UNCH    ?  
 MB1124
 MB1124.Superseded values are not recommended for survey control.
 MB1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1124.See file dsdata.txt to determine how the superseded data were derived.
 MB1124
 MB1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF758557(NAD 83)
 MB1124_MARKER: B = BOLT
 MB1124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1124_SP_SET: ABUTMENT
 MB1124_MARK LOGO: BORR  
 MB1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1124
 MB1124  HISTORY     - Date     Condition        Report By
 MB1124  HISTORY     - UNK      MONUMENTED       BORR
 MB1124  HISTORY     - 1944     MARK NOT FOUND   NGS
 MB1124
 MB1124                          STATION DESCRIPTION
 MB1124
 MB1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MB1124'AT RAVENNA.
 MB1124'AT RAVENNA, PORTAGE COUNTY, AT THE PENNSYLVANIA RAILROAD OVERHEAD
 MB1124'BRIDGE, IN THE EAST END OF THE SOUTH ABUTMENT, AND IN THE SECOND
 MB1124'COURSE OF MASONRY.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1126 ***********************************************************************
 MB1126  DESIGNATION -  423
 MB1126  PID         -  MB1126
 MB1126  STATE/COUNTY-  OH/PORTAGE
 MB1126  USGS QUAD   -  KENT (1994)
 MB1126
 MB1126                         *CURRENT SURVEY CONTROL
 MB1126  ___________________________________________________________________
 MB1126* NAD 83(1986)-  41 09 33.     (N)    081 19 20.     (W)     SCALED    
 MB1126* NAVD 88     -       322.21   (+/-2cm)    1057.1    (feet)  VERTCON   
 MB1126  ___________________________________________________________________
 MB1126  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB1126
 MB1126  VERT ORDER  -  ? (See Below)
 MB1126
 MB1126.The horizontal coordinates were scaled from a topographic map and have
 MB1126.an estimated accuracy of +/- 6 seconds.
 MB1126
 MB1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1126.The vertical order pertains to the NGVD 29 superseded value.
 MB1126
 MB1126.The geoid height was determined by GEOID03.
 MB1126
 MB1126;                    North         East    Units  Estimated Accuracy
 MB1126;SPC OH N     -   166,400.      698,850.      MT  (+/- 180 meters Scaled)
 MB1126
 MB1126                          SUPERSEDED SURVEY CONTROL
 MB1126
 MB1126  NGVD 29 (??/??/92)  322.392  (m)         1057.71   (f) ADJ UNCH    ?  
 MB1126
 MB1126.Superseded values are not recommended for survey control.
 MB1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1126.See file dsdata.txt to determine how the superseded data were derived.
 MB1126
 MB1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF729564(NAD 83)
 MB1126_MARKER: B = BOLT
 MB1126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1126_SP_SET: CULVERT
 MB1126_MARK LOGO: BORR  
 MB1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1126
 MB1126  HISTORY     - Date     Condition        Report By
 MB1126  HISTORY     - 1903     MONUMENTED       BORR
 MB1126
 MB1126                          STATION DESCRIPTION
 MB1126
 MB1126'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1126'2 MI W FROM RAVENNA.
 MB1126'2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM RAVENNA,
 MB1126'PORTAGE COUNTY, 300 FEET WEST OF MILEPOST ALLEGHENY 118, AND
 MB1126'IN THE WEST END OF THE NORTH COPING OF A CULVERT.  A COPPER
 MB1126'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1127 ***********************************************************************
 MB1127  DESIGNATION -  424
 MB1127  PID         -  MB1127
 MB1127  STATE/COUNTY-  OH/PORTAGE
 MB1127  USGS QUAD   -  KENT (1994)
 MB1127
 MB1127                         *CURRENT SURVEY CONTROL
 MB1127  ___________________________________________________________________
 MB1127* NAD 83(1986)-  41 09 56.     (N)    081 20 15.     (W)     SCALED    
 MB1127* NAVD 88     -       322.29   (+/-2cm)    1057.4    (feet)  VERTCON   
 MB1127  ___________________________________________________________________
 MB1127  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB1127
 MB1127  VERT ORDER  -  ? (See Below)
 MB1127
 MB1127.The horizontal coordinates were scaled from a topographic map and have
 MB1127.an estimated accuracy of +/- 6 seconds.
 MB1127
 MB1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1127.The vertical order pertains to the NGVD 29 superseded value.
 MB1127
 MB1127.The geoid height was determined by GEOID03.
 MB1127
 MB1127;                    North         East    Units  Estimated Accuracy
 MB1127;SPC OH N     -   167,100.      697,550.      MT  (+/- 180 meters Scaled)
 MB1127
 MB1127                          SUPERSEDED SURVEY CONTROL
 MB1127
 MB1127  NGVD 29 (??/??/92)  322.477  (m)         1057.99   (f) ADJ UNCH    ?  
 MB1127
 MB1127.Superseded values are not recommended for survey control.
 MB1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1127.See file dsdata.txt to determine how the superseded data were derived.
 MB1127
 MB1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF716571(NAD 83)
 MB1127_MARKER: Z = SEE DESCRIPTION
 MB1127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1127_SP_SET: RAIL SECTION
 MB1127_MARK LOGO: BORR  
 MB1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1127
 MB1127  HISTORY     - Date     Condition        Report By
 MB1127  HISTORY     - 1903     MONUMENTED       BORR
 MB1127
 MB1127                          STATION DESCRIPTION
 MB1127
 MB1127'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1127'4.5 MI E FROM KENT.
 MB1127'4 1/2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB1127'KENT, PORTAGE COUNTY, ON THE NORTH SIDE OF THE TRACK, AND AT
 MB1127'MILEPOST ALLEGHENY 119.  A SECTION OF RAIL SET VERTICALLY IN THE
 MB1127'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0746 ***********************************************************************
 JZ0746  DESIGNATION -  424
 JZ0746  PID         -  JZ0746
 JZ0746  STATE/COUNTY-  OH/HAMILTON
 JZ0746  USGS QUAD   -  COVINGTON (1987)
 JZ0746
 JZ0746                         *CURRENT SURVEY CONTROL
 JZ0746  ___________________________________________________________________
 JZ0746* NAD 83(1986)-  39 05 00.     (N)    084 37 02.     (W)     SCALED    
 JZ0746* NAVD 88     -       246.767  (meters)     809.60   (feet)  ADJUSTED  
 JZ0746  ___________________________________________________________________
 JZ0746  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0746  DYNAMIC HT  -         246.610 (meters)     809.09  (feet)  COMP
 JZ0746  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 JZ0746
 JZ0746  VERT ORDER  -  FIRST     CLASS II
 JZ0746
 JZ0746.The horizontal coordinates were scaled from a topographic map and have
 JZ0746.an estimated accuracy of +/- 6 seconds.
 JZ0746
 JZ0746.The orthometric height was determined by differential leveling
 JZ0746.and adjusted by the National Geodetic Survey in June 1991..
 JZ0746
 JZ0746.The geoid height was determined by GEOID03.
 JZ0746
 JZ0746.The dynamic height is computed by dividing the NAVD 88
 JZ0746.geopotential number by the normal gravity value computed on the
 JZ0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0746.degrees latitude (g = 980.6199 gals.).
 JZ0746
 JZ0746.The modeled gravity was interpolated from observed gravity values.
 JZ0746
 JZ0746;                    North         East    Units  Estimated Accuracy
 JZ0746;SPC OH S     -   122,410.      416,830.      MT  (+/- 180 meters Scaled)
 JZ0746
 JZ0746                          SUPERSEDED SURVEY CONTROL
 JZ0746
 JZ0746  NGVD 29 (??/??/92)  246.950  (m)          810.20   (f) ADJ UNCH    1 2
 JZ0746
 JZ0746.Superseded values are not recommended for survey control.
 JZ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0746.See file dsdata.txt to determine how the superseded data were derived.
 JZ0746
 JZ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ060287(NAD 83)
 JZ0746_MARKER: DD = SURVEY DISK
 JZ0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0746_STAMPING: 424
 JZ0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0746+STABILITY: SURFACE MOTION
 JZ0746
 JZ0746  HISTORY     - Date     Condition        Report By
 JZ0746  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0746  HISTORY     - 1947     GOOD             NGS
 JZ0746
 JZ0746                          STATION DESCRIPTION
 JZ0746
 JZ0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0746'AT CINCINNATI.
 JZ0746'AT CINCINNATI, ABOUT 0.7 MILE NORTH OF RIVER ROAD ALONG ANDERSON
 JZ0746'FERRY ROAD, AT THE CINCINNATI CORPORATION LINE, 16.5 FT EAST OF
 JZ0746'CENTER LINE OF ANDERSON FERRY ROAD, 40.6 FEET EAST OF FIRE
 JZ0746'HYDRANT, 8.3 FEET NORTH OF CENTER LINE OF DRIVEWAY TO HUFFRES
 JZ0746'RESIDENCE, 1.5 FEET SOUTH OF CORNER FENCE POST.  A CONCRETE POST
 JZ0746'FLUSH WITH THE GROUND AND LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0142 ***********************************************************************
 JZ0142  DESIGNATION -  424
 JZ0142  PID         -  JZ0142
 JZ0142  STATE/COUNTY-  OH/MONTGOMERY
 JZ0142  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0142
 JZ0142                         *CURRENT SURVEY CONTROL
 JZ0142  ___________________________________________________________________
 JZ0142* NAD 83(1986)-  39 37 45.     (N)    084 27 12.     (W)     SCALED    
 JZ0142* NAVD 88     -       291.784  (meters)     957.29   (feet)  ADJUSTED  
 JZ0142  ___________________________________________________________________
 JZ0142  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ0142  DYNAMIC HT  -         291.615 (meters)     956.74  (feet)  COMP
 JZ0142  MODELED GRAV-     980,040.2   (mgal)                       NAVD 88
 JZ0142
 JZ0142  VERT ORDER  -  SECOND    CLASS 0
 JZ0142
 JZ0142.The horizontal coordinates were scaled from a topographic map and have
 JZ0142.an estimated accuracy of +/- 6 seconds.
 JZ0142
 JZ0142.The orthometric height was determined by differential leveling
 JZ0142.and adjusted by the National Geodetic Survey in June 1991..
 JZ0142
 JZ0142.The geoid height was determined by GEOID03.
 JZ0142
 JZ0142.The dynamic height is computed by dividing the NAVD 88
 JZ0142.geopotential number by the normal gravity value computed on the
 JZ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0142.degrees latitude (g = 980.6199 gals.).
 JZ0142
 JZ0142.The modeled gravity was interpolated from observed gravity values.
 JZ0142
 JZ0142;                    North         East    Units  Estimated Accuracy
 JZ0142;SPC OH S     -   182,670.      432,320.      MT  (+/- 180 meters Scaled)
 JZ0142
 JZ0142                          SUPERSEDED SURVEY CONTROL
 JZ0142
 JZ0142  NGVD 29 (??/??/92)  291.959  (m)          957.87   (f) ADJ UNCH    2 0
 JZ0142
 JZ0142.Superseded values are not recommended for survey control.
 JZ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0142.See file dsdata.txt to determine how the superseded data were derived.
 JZ0142
 JZ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ185896(NAD 83)
 JZ0142_MARKER: DD = SURVEY DISK
 JZ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0142_STAMPING: 424
 JZ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0142+STABILITY: SURFACE MOTION
 JZ0142
 JZ0142  HISTORY     - Date     Condition        Report By
 JZ0142  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0142  HISTORY     - 1947     GOOD             NGS
 JZ0142  HISTORY     - 1959     POOR             USGS
 JZ0142
 JZ0142                          STATION DESCRIPTION
 JZ0142
 JZ0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0142'4.4 MI E FROM GRATIS.
 JZ0142'4.4 MILES EAST ALONG STATE HIGHWAY 725 FROM THE POST OFFICE AT
 JZ0142'GRATIS, ABOUT 4.65 MILES WEST ALONG STATE HIGHWAY 725 FROM ITS
 JZ0142'INTERSECTION WITH STATE HIGHWAY 4 AT GERMANTOWN, AT THE
 JZ0142'INTERSECTION OF BROWNS RUN ROAD, 24 FEET NORTH OF THE CENTER
 JZ0142'LINE OF THE HIGHWAY, 29 FEET WEST OF THE CENTER LINE OF BROWNS
 JZ0142'RUN ROAD, 11.2 FEET SOUTHWEST OF A FENCE CORNER, 5.4 FEET SOUTH
 JZ0142'OF THE FENCE LINE, 16 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 JZ0142'THE NORTH CONCRETE HEAD WALL OF A PIPE CULVERT UNDER THE HIGHWAY,
 JZ0142'ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ0142'POST PROJECTING 7 INCHES.  NOTE-- USE WITH CAUTION, MARK AT 45
 JZ0142'DEG ANGLE.
 JZ0142
 JZ0142                          STATION RECOVERY (1959)
 JZ0142
 JZ0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JZ0142'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1128 ***********************************************************************
 MB1128  DESIGNATION -  425
 MB1128  PID         -  MB1128
 MB1128  STATE/COUNTY-  OH/PORTAGE
 MB1128  USGS QUAD   -  KENT (1994)
 MB1128
 MB1128                         *CURRENT SURVEY CONTROL
 MB1128  ___________________________________________________________________
 MB1128* NAD 83(1986)-  41 09 42.     (N)    081 21 25.     (W)     SCALED    
 MB1128* NAVD 88     -       319.14   (+/-2cm)    1047.0    (feet)  VERTCON   
 MB1128  ___________________________________________________________________
 MB1128  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB1128
 MB1128  VERT ORDER  -  ? (See Below)
 MB1128
 MB1128.The horizontal coordinates were scaled from a topographic map and have
 MB1128.an estimated accuracy of +/- 6 seconds.
 MB1128
 MB1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1128.The vertical order pertains to the NGVD 29 superseded value.
 MB1128
 MB1128.The geoid height was determined by GEOID03.
 MB1128
 MB1128;                    North         East    Units  Estimated Accuracy
 MB1128;SPC OH N     -   166,640.      695,930.      MT  (+/- 180 meters Scaled)
 MB1128
 MB1128                          SUPERSEDED SURVEY CONTROL
 MB1128
 MB1128  NGVD 29 (??/??/92)  319.334  (m)         1047.68   (f) ADJ UNCH    ?  
 MB1128
 MB1128.Superseded values are not recommended for survey control.
 MB1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1128.See file dsdata.txt to determine how the superseded data were derived.
 MB1128
 MB1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF700567(NAD 83)
 MB1128_MARKER: B = BOLT
 MB1128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1128_SP_SET: ABUTMENT
 MB1128_MARK LOGO: BORR  
 MB1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1128
 MB1128  HISTORY     - Date     Condition        Report By
 MB1128  HISTORY     - 1903     MONUMENTED       BORR
 MB1128
 MB1128                          STATION DESCRIPTION
 MB1128
 MB1128'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1128'3.5 MI E FROM KENT.
 MB1128'3 1/2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB1128'KENT, PORTAGE COUNTY, AT BRIDGE 33, AND IN THE NORTH END OF THE
 MB1128'EAST ABUTMENT.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0143 ***********************************************************************
 JZ0143  DESIGNATION -  425
 JZ0143  PID         -  JZ0143
 JZ0143  STATE/COUNTY-  OH/MONTGOMERY
 JZ0143  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0143
 JZ0143                         *CURRENT SURVEY CONTROL
 JZ0143  ___________________________________________________________________
 JZ0143* NAD 83(1986)-  39 37 42.     (N)    084 25 52.     (W)     SCALED    
 JZ0143* NAVD 88     -       280.319  (meters)     919.68   (feet)  ADJUSTED  
 JZ0143  ___________________________________________________________________
 JZ0143  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JZ0143  DYNAMIC HT  -         280.157 (meters)     919.15  (feet)  COMP
 JZ0143  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 JZ0143
 JZ0143  VERT ORDER  -  SECOND    CLASS 0
 JZ0143
 JZ0143.The horizontal coordinates were scaled from a topographic map and have
 JZ0143.an estimated accuracy of +/- 6 seconds.
 JZ0143
 JZ0143.The orthometric height was determined by differential leveling
 JZ0143.and adjusted by the National Geodetic Survey in June 1991..
 JZ0143
 JZ0143.The geoid height was determined by GEOID03.
 JZ0143
 JZ0143.The dynamic height is computed by dividing the NAVD 88
 JZ0143.geopotential number by the normal gravity value computed on the
 JZ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0143.degrees latitude (g = 980.6199 gals.).
 JZ0143
 JZ0143.The modeled gravity was interpolated from observed gravity values.
 JZ0143
 JZ0143;                    North         East    Units  Estimated Accuracy
 JZ0143;SPC OH S     -   182,540.      434,230.      MT  (+/- 180 meters Scaled)
 JZ0143
 JZ0143                          SUPERSEDED SURVEY CONTROL
 JZ0143
 JZ0143  NGVD 29 (??/??/92)  280.497  (m)          920.26   (f) ADJ UNCH    2 0
 JZ0143
 JZ0143.Superseded values are not recommended for survey control.
 JZ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0143.See file dsdata.txt to determine how the superseded data were derived.
 JZ0143
 JZ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ204896(NAD 83)
 JZ0143_MARKER: DD = SURVEY DISK
 JZ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0143_STAMPING: 425
 JZ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0143+STABILITY: SURFACE MOTION
 JZ0143
 JZ0143  HISTORY     - Date     Condition        Report By
 JZ0143  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0143  HISTORY     - 1947     GOOD             NGS
 JZ0143  HISTORY     - 20041122 MARK NOT FOUND   INDIV
 JZ0143
 JZ0143                          STATION DESCRIPTION
 JZ0143
 JZ0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0143'3.4 MI W FROM GERMANTOWN.
 JZ0143'3.45 MILES WEST ALONG STATE HIGHWAY 725 FROM ITS INTERSECTION
 JZ0143'WITH STATE HIGHWAY 4 AT GERMANTOWN, AT THE INTERSECTION OF
 JZ0143'BOOMERSHINE ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE
 JZ0143'HIGHWAY, 17 FEET EAST OF THE CENTER LINE OF BOOMERSHINE ROAD,
 JZ0143'2.5 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT WEST OF A FENCE
 JZ0143'LINE, 0.5 FOOT SOUTH OF A STOP SIGN, 1.5 FEET NORTH OF A WHITE
 JZ0143'WOODEN WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION AND SET
 JZ0143'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ0143
 JZ0143                          STATION RECOVERY (2004)
 JZ0143
 JZ0143'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1129 ***********************************************************************
 MB1129  DESIGNATION -  426
 MB1129  PID         -  MB1129
 MB1129  STATE/COUNTY-  OH/PORTAGE
 MB1129  USGS QUAD   -  KENT (1994)
 MB1129
 MB1129                         *CURRENT SURVEY CONTROL
 MB1129  ___________________________________________________________________
 MB1129* NAD 83(1986)-  41 09 03.     (N)    081 21 41.     (W)     SCALED    
 MB1129* NAVD 88     -       318.57   (+/-2cm)    1045.2    (feet)  VERTCON   
 MB1129  ___________________________________________________________________
 MB1129  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB1129
 MB1129  VERT ORDER  -  ? (See Below)
 MB1129
 MB1129.The horizontal coordinates were scaled from a topographic map and have
 MB1129.an estimated accuracy of +/- 6 seconds.
 MB1129
 MB1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1129.The vertical order pertains to the NGVD 29 superseded value.
 MB1129
 MB1129.The geoid height was determined by GEOID03.
 MB1129
 MB1129;                    North         East    Units  Estimated Accuracy
 MB1129;SPC OH N     -   165,440.      695,570.      MT  (+/- 180 meters Scaled)
 MB1129
 MB1129                          SUPERSEDED SURVEY CONTROL
 MB1129
 MB1129  NGVD 29 (??/??/92)  318.760  (m)         1045.80   (f) ADJ UNCH    ?  
 MB1129
 MB1129.Superseded values are not recommended for survey control.
 MB1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1129.See file dsdata.txt to determine how the superseded data were derived.
 MB1129
 MB1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF696555(NAD 83)
 MB1129_MARKER: Z = SEE DESCRIPTION
 MB1129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1129_SP_SET: RAIL SECTION
 MB1129_MARK LOGO: BORR  
 MB1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1129
 MB1129  HISTORY     - Date     Condition        Report By
 MB1129  HISTORY     - 1903     MONUMENTED       BORR
 MB1129
 MB1129                          STATION DESCRIPTION
 MB1129
 MB1129'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1129'2.5 MI E FROM KENT.
 MB1129'2 1/2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB1129'KENT, PORTAGE COUNTY, ON THE NORTH SIDE OF THE TRACK, AND AT
 MB1129'MILEPOST ALLEGHENY 121.  A SECTION OF RAIL SET VERTICALLY IN THE
 MB1129'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1130 ***********************************************************************
 MB1130  DESIGNATION -  427
 MB1130  PID         -  MB1130
 MB1130  STATE/COUNTY-  OH/PORTAGE
 MB1130  USGS QUAD   -  HUDSON (1984)
 MB1130
 MB1130                         *CURRENT SURVEY CONTROL
 MB1130  ___________________________________________________________________
 MB1130* NAD 83(1986)-  41 08 27.     (N)    081 22 29.     (W)     SCALED    
 MB1130* NAVD 88     -       317.92   (+/-2cm)    1043.0    (feet)  VERTCON   
 MB1130  ___________________________________________________________________
 MB1130  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB1130
 MB1130  VERT ORDER  -  ? (See Below)
 MB1130
 MB1130.The horizontal coordinates were scaled from a topographic map and have
 MB1130.an estimated accuracy of +/- 6 seconds.
 MB1130
 MB1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1130.The vertical order pertains to the NGVD 29 superseded value.
 MB1130
 MB1130.The geoid height was determined by GEOID03.
 MB1130
 MB1130;                    North         East    Units  Estimated Accuracy
 MB1130;SPC OH N     -   164,310.      694,470.      MT  (+/- 180 meters Scaled)
 MB1130
 MB1130                          SUPERSEDED SURVEY CONTROL
 MB1130
 MB1130  NGVD 29 (??/??/92)  318.109  (m)         1043.66   (f) ADJ UNCH    ?  
 MB1130
 MB1130.Superseded values are not recommended for survey control.
 MB1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1130.See file dsdata.txt to determine how the superseded data were derived.
 MB1130
 MB1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF685544(NAD 83)
 MB1130_MARKER: Z = SEE DESCRIPTION
 MB1130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1130_SP_SET: RAIL SECTION
 MB1130_MARK LOGO: BORR  
 MB1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1130
 MB1130  HISTORY     - Date     Condition        Report By
 MB1130  HISTORY     - 1903     MONUMENTED       BORR
 MB1130
 MB1130                          STATION DESCRIPTION
 MB1130
 MB1130'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1130'AT KENT.
 MB1130'AT KENT, PORTAGE COUNTY, 300 FEET EAST OF THE JUNCTION OF
 MB1130'THE BALTIMORE AND OHIO RAILROAD AND THE ERIE RAILROAD, ON THE
 MB1130'NORTH SIDE OF THE TRACK, AND AT MILEPOST ALLEGHENY 122.  A SECTION
 MB1130'OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1131 ***********************************************************************
 MB1131  DESIGNATION -  428
 MB1131  PID         -  MB1131
 MB1131  STATE/COUNTY-  OH/PORTAGE
 MB1131  USGS QUAD   -  HUDSON (1984)
 MB1131
 MB1131                         *CURRENT SURVEY CONTROL
 MB1131  ___________________________________________________________________
 MB1131* NAD 83(1986)-  41 08 13.     (N)    081 23 35.     (W)     SCALED    
 MB1131* NAVD 88     -       316.98   (+/-2cm)    1040.0    (feet)  VERTCON   
 MB1131  ___________________________________________________________________
 MB1131  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB1131
 MB1131  VERT ORDER  -  ? (See Below)
 MB1131
 MB1131.The horizontal coordinates were scaled from a topographic map and have
 MB1131.an estimated accuracy of +/- 6 seconds.
 MB1131
 MB1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1131.The vertical order pertains to the NGVD 29 superseded value.
 MB1131
 MB1131.The geoid height was determined by GEOID03.
 MB1131
 MB1131;                    North         East    Units  Estimated Accuracy
 MB1131;SPC OH N     -   163,860.      692,930.      MT  (+/- 180 meters Scaled)
 MB1131
 MB1131                          SUPERSEDED SURVEY CONTROL
 MB1131
 MB1131  NGVD 29 (??/??/92)  317.172  (m)         1040.59   (f) ADJ UNCH    ?  
 MB1131
 MB1131.Superseded values are not recommended for survey control.
 MB1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1131.See file dsdata.txt to determine how the superseded data were derived.
 MB1131
 MB1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF670540(NAD 83)
 MB1131_MARKER: B = BOLT
 MB1131_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MB1131_SP_SET: UNSPECIFIED ROCK
 MB1131_MARK LOGO: BORR  
 MB1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1131
 MB1131  HISTORY     - Date     Condition        Report By
 MB1131  HISTORY     - 1903     MONUMENTED       BORR
 MB1131
 MB1131                          STATION DESCRIPTION
 MB1131
 MB1131'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1131'AT KENT.
 MB1131'AT KENT, PORTAGE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 MB1131'150 FEET EAST OF MILEPOST ALLEGHENY 130, AT POLE 122/30,
 MB1131'25 FEET NORTH OF THE TRACK, AND IN NATIVE ROCK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1132 ***********************************************************************
 MB1132  DESIGNATION -  429
 MB1132  PID         -  MB1132
 MB1132  STATE/COUNTY-  OH/PORTAGE
 MB1132  USGS QUAD   -  HUDSON (1984)
 MB1132
 MB1132                         *CURRENT SURVEY CONTROL
 MB1132  ___________________________________________________________________
 MB1132* NAD 83(1986)-  41 08 09.     (N)    081 24 10.     (W)     SCALED    
 MB1132* NAVD 88     -       310.45   (+/-2cm)    1018.5    (feet)  VERTCON   
 MB1132  ___________________________________________________________________
 MB1132  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB1132
 MB1132  VERT ORDER  -  ? (See Below)
 MB1132
 MB1132.The horizontal coordinates were scaled from a topographic map and have
 MB1132.an estimated accuracy of +/- 6 seconds.
 MB1132
 MB1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1132.The vertical order pertains to the NGVD 29 superseded value.
 MB1132
 MB1132.The geoid height was determined by GEOID03.
 MB1132
 MB1132;                    North         East    Units  Estimated Accuracy
 MB1132;SPC OH N     -   163,730.      692,120.      MT  (+/- 180 meters Scaled)
 MB1132
 MB1132                          SUPERSEDED SURVEY CONTROL
 MB1132
 MB1132  NGVD 29 (??/??/92)  310.649  (m)         1019.19   (f) ADJ UNCH    ?  
 MB1132
 MB1132.Superseded values are not recommended for survey control.
 MB1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1132.See file dsdata.txt to determine how the superseded data were derived.
 MB1132
 MB1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF661539(NAD 83)
 MB1132_MARKER: Z = SEE DESCRIPTION
 MB1132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1132_SP_SET: RAIL SECTION
 MB1132_MARK LOGO: BORR  
 MB1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1132
 MB1132  HISTORY     - Date     Condition        Report By
 MB1132  HISTORY     - 1903     MONUMENTED       BORR
 MB1132
 MB1132                          STATION DESCRIPTION
 MB1132
 MB1132'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1132'0.5 MI W FROM KENT.
 MB1132'0.5 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM KENT,
 MB1132'PORTAGE COUNTY, BETWEEN THE TRACKS, AND AT POLE 124/5.  A SECTION
 MB1132'OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0386 ***********************************************************************
 JZ0386  DESIGNATION -  43
 JZ0386  PID         -  JZ0386
 JZ0386  STATE/COUNTY-  OH/HAMILTON
 JZ0386  USGS QUAD   -  NEWPORT (1987)
 JZ0386
 JZ0386                         *CURRENT SURVEY CONTROL
 JZ0386  ___________________________________________________________________
 JZ0386* NAD 83(1986)-  39 06 05.     (N)    084 29 59.     (W)     SCALED    
 JZ0386* NAVD 88     -       151.449  (meters)     496.88   (feet)  ADJUSTED  
 JZ0386  ___________________________________________________________________
 JZ0386  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0386  DYNAMIC HT  -         151.354 (meters)     496.57  (feet)  COMP
 JZ0386  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 JZ0386
 JZ0386  VERT ORDER  -  SECOND    CLASS 0
 JZ0386
 JZ0386.The horizontal coordinates were scaled from a topographic map and have
 JZ0386.an estimated accuracy of +/- 6 seconds.
 JZ0386
 JZ0386.The orthometric height was determined by differential leveling
 JZ0386.and adjusted by the National Geodetic Survey in June 1991..
 JZ0386
 JZ0386.The geoid height was determined by GEOID03.
 JZ0386
 JZ0386.The dynamic height is computed by dividing the NAVD 88
 JZ0386.geopotential number by the normal gravity value computed on the
 JZ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0386.degrees latitude (g = 980.6199 gals.).
 JZ0386
 JZ0386.The modeled gravity was interpolated from observed gravity values.
 JZ0386
 JZ0386;                    North         East    Units  Estimated Accuracy
 JZ0386;SPC OH S     -   124,180.      427,040.      MT  (+/- 180 meters Scaled)
 JZ0386
 JZ0386                          SUPERSEDED SURVEY CONTROL
 JZ0386
 JZ0386  NGVD 29 (??/??/92)  151.62   (m)          497.4    (f) COMPUTED    2 0
 JZ0386
 JZ0386.Superseded values are not recommended for survey control.
 JZ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0386.See file dsdata.txt to determine how the superseded data were derived.
 JZ0386
 JZ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ162310(NAD 83)
 JZ0386_MARKER: DB = BENCH MARK DISK
 JZ0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0386_SP_SET: PLATFORM
 JZ0386_STAMPING: 43
 JZ0386_MARK LOGO: OH1610
 JZ0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0386
 JZ0386  HISTORY     - Date     Condition        Report By
 JZ0386  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0386  HISTORY     - 1949     MARK NOT FOUND   NGS
 JZ0386  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0386
 JZ0386                          STATION DESCRIPTION
 JZ0386
 JZ0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0386'AT CINCINNATI.
 JZ0386'AT CINCINNATI, HAMILTON COUNTY, AT THE PENNSYLVANIA RAILROAD
 JZ0386'STATION, AT PEARL AND BUTLER STREETS, AT THE PEARL STREET ENTRANCE
 JZ0386'TO THE PLATFORM, ON THE TOP OF THE WEST END OF THE TOP STEP,
 JZ0386'1.4 FEET FROM THE WEST END, AND AT AN IRON FENCE.  A CITY OF
 JZ0386'CINCINNATI BRONZE DISK, STAMPED 43.
 JZ0386
 JZ0386                          STATION RECOVERY (1984)
 JZ0386
 JZ0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0386'NOT RECOVERED, THE RAILROAD STATION AT PEARL AND BUTLER STREETS HAS
 JZ0386'BEEN RAZED AND MARK SHOULD BE CONSIDERED DESTROYED.  NOTE--THIS MARK
 JZ0386'WAS NOT RECOVERED IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1389 ***********************************************************************
 KY1389  DESIGNATION -  43
 KY1389  PID         -  KY1389
 KY1389  STATE/COUNTY-  OH/TUSCARAWAS
 KY1389  USGS QUAD   -  NEW PHILADELPHIA (1994)
 KY1389
 KY1389                         *CURRENT SURVEY CONTROL
 KY1389  ___________________________________________________________________
 KY1389* NAD 83(1986)-  40 27 17.     (N)    081 24 52.     (W)     SCALED    
 KY1389* NAVD 88     -       260.665  (meters)     855.20   (feet)  ADJUSTED  
 KY1389  ___________________________________________________________________
 KY1389  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KY1389  DYNAMIC HT  -         260.536 (meters)     854.78  (feet)  COMP
 KY1389  MODELED GRAV-     980,124.0   (mgal)                       NAVD 88
 KY1389
 KY1389  VERT ORDER  -  FIRST     CLASS II
 KY1389
 KY1389.The horizontal coordinates were scaled from a topographic map and have
 KY1389.an estimated accuracy of +/- 6 seconds.
 KY1389
 KY1389.The orthometric height was determined by differential leveling
 KY1389.and adjusted by the National Geodetic Survey in June 1991..
 KY1389
 KY1389.The geoid height was determined by GEOID03.
 KY1389
 KY1389.The dynamic height is computed by dividing the NAVD 88
 KY1389.geopotential number by the normal gravity value computed on the
 KY1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1389.degrees latitude (g = 980.6199 gals.).
 KY1389
 KY1389.The modeled gravity was interpolated from observed gravity values.
 KY1389
 KY1389;                    North         East    Units  Estimated Accuracy
 KY1389;SPC OH N     -    88,080.      692,080.      MT  (+/- 180 meters Scaled)
 KY1389
 KY1389                          SUPERSEDED SURVEY CONTROL
 KY1389
 KY1389  NGVD 29 (??/??/92)  260.871  (m)          855.87   (f) ADJ UNCH    1 2
 KY1389
 KY1389.Superseded values are not recommended for survey control.
 KY1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1389.See file dsdata.txt to determine how the superseded data were derived.
 KY1389
 KY1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME648783(NAD 83)
 KY1389_MARKER: B = BOLT
 KY1389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1389_SP_SET: STEP
 KY1389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1389
 KY1389  HISTORY     - Date     Condition        Report By
 KY1389  HISTORY     - UNK      MONUMENTED       CGS
 KY1389  HISTORY     - 1934     GOOD             NGS
 KY1389
 KY1389                          STATION DESCRIPTION
 KY1389
 KY1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1389'3 MI SE FROM NEW PHILADELPHIA.
 KY1389'3.0 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1389'PASSENGER STATION AT NEW PHILADELPHIA, TUSCARAWAS COUNTY, 4 POLES
 KY1389'NORTHWEST OF THE CROSSING OF STATE HIGHWAY 259, NEAR POLE 67+1,
 KY1389'AT BRIDGE 28 OVER A CREEK, AND IN THE TOP OF THE SOUTHWEST CORNER
 KY1389'OF THE TOP STEP OF THE SOUTH WING WALL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7214 ***********************************************************************
 DF7214  DESIGNATION -  43 CWL
 DF7214  PID         -  DF7214
 DF7214  STATE/COUNTY-  OH/LORAIN
 DF7214  USGS QUAD   -  LAGRANGE (1973)
 DF7214
 DF7214                         *CURRENT SURVEY CONTROL
 DF7214  ___________________________________________________________________
 DF7214* NAD 83(1995)-  41 08 11.99318(N)    082 06 28.85906(W)     ADJUSTED  
 DF7214* NAVD 88     -       255.1    (meters)     837.     (feet)  GPS OBS   
 DF7214  ___________________________________________________________________
 DF7214  X           -     660,549.695 (meters)                     COMP
 DF7214  Y           -  -4,765,222.285 (meters)                     COMP
 DF7214  Z           -   4,174,011.347 (meters)                     COMP
 DF7214  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 DF7214  ELLIP HEIGHT-         221.25  (meters)          (10/07/05) GPS OBS
 DF7214  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DF7214
 DF7214  HORZ ORDER  -  FIRST
 DF7214  ELLP ORDER  -  FOURTH    CLASS II
 DF7214
 DF7214.The horizontal coordinates were established by GPS observations
 DF7214.and adjusted by the TERRASURV in August 2003..
 DF7214
 DF7214.The orthometric height was determined by GPS observations and a
 DF7214.high-resolution geoid model.
 DF7214
 DF7214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7214
 DF7214.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7214
 DF7214.The ellipsoidal height was determined by GPS observations
 DF7214.and is referenced to NAD 83.
 DF7214
 DF7214.The geoid height was determined by GEOID03.
 DF7214
 DF7214;                    North         East     Units Scale Factor Converg.
 DF7214;SPC OH N     -   163,311.461   632,909.307   MT  0.99993986   +0 15 27.0
 DF7214;UTM  17      - 4,554,519.902   407,006.077   MT  0.99970643   -0 43 44.3
 DF7214
 DF7214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7214!SPC OH N     -   0.99996530  x   0.99993986  =   0.99990516
 DF7214!UTM  17      -   0.99996530  x   0.99970643  =   0.99967174
 DF7214
 DF7214                          SUPERSEDED SURVEY CONTROL
 DF7214
 DF7214.No superseded survey control is available for this station.
 DF7214
 DF7214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0700654520(NAD 83)
 DF7214_MARKER: DB = BENCH MARK DISK
 DF7214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7214_STAMPING: CWL 43 1952
 DF7214_MARK LOGO: USGS  
 DF7214_PROJECTION: PROJECTING 13 CENTIMETERS
 DF7214_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7214+STABILITY: SURFACE MOTION
 DF7214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7214+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DF7214
 DF7214  HISTORY     - Date     Condition        Report By
 DF7214  HISTORY     - 1952     MONUMENTED       USGS
 DF7214  HISTORY     - 2000     SEE DESCRIPTION  OH-103
 DF7214
 DF7214                          STATION DESCRIPTION
 DF7214
 DF7214'DESCRIBED BY MEDINA COUNTY OHIO 2000 (MAJ)
 DF7214'DESCRIBED BY MEDINA COUNTY SANITARY ENGINEER 2000
 DF7214'STATION IS LOCATED ABOUT 12.7 MI WEST OF MEDINA CITY, IN LORAIN
 DF7214'COUNTY, OHIO, PENFIELD TOWNSHIP.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DF7214' 
 DF7214'TO REACH FROM THE INTERSECTION OF S.R. 18 AND S.R. 42 (MEDINA CITY
 DF7214'SQUARE), GO SOUTH ON S.R. 42 0.2 MI (TWO CITY BLOCKS) TO ITS
 DF7214'INTERSECTION WITH WEST SMITH ROAD, TURN RIGHT AND GO WEST ON
 DF7214'WEST SMITH ROAD, BECOMING COUNTY ROAD 4 (SMITH ROAD), 8.1 MI TO ITS
 DF7214'INTERSECTION WITH S.R. 83 (AVON LAKE ROAD), CONTINUE WEST ON SMITH
 DF7214'ROAD 4.4 MI TO THE STATION ON THE RIGHT.
 DF7214' 
 DF7214'THE STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY BENCHMARK
 DF7214'DISK STAMPED --CWL 43 1952-- SET IN A 6.5 INCH DIA CONCRETE MONUMENT
 DF7214'APPROXIMATELY 5 INCHES ABOVE THE GROUND SURFACE.  STATION IS 0.8 MI
 DF7214'EAST OF THE INTERSECTION OF S.R. 301 AND SMITH ROAD, ABOUT 0.1 MI
 DF7214'WEST OF 40304 SMITH ROAD, 24.0 FT NORTH OF SMITH ROAD, 39.2 FT WEST
 DF7214'OF A POLE MARKED --1005/29--, 8.5 FT SOUTH OF AN 8 INCH PINE TREE,
 DF7214'108.0
 DF7214'FT EAST OF THE NORTHEAST END OF A CONCRETE BOX CULVERT UNDER
 DF7214'SMITH ROAD, AND 1.3 FT SOUTH OF A METAL WITNESS POST.
 DF7214' 
 DF7214'NO REFERENCE MARKS OR AZIMUTH MARKS WERE SET FOR THIS STATION.
 DF7214' 
 DF7214' 
 DF7214'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1133 ***********************************************************************
 MB1133  DESIGNATION -  430
 MB1133  PID         -  MB1133
 MB1133  STATE/COUNTY-  OH/PORTAGE
 MB1133  USGS QUAD   -  HUDSON (1984)
 MB1133
 MB1133                         *CURRENT SURVEY CONTROL
 MB1133  ___________________________________________________________________
 MB1133* NAD 83(1986)-  41 08 06.     (N)    081 25 20.     (W)     SCALED    
 MB1133* NAVD 88     -       309.92   (+/-2cm)    1016.8    (feet)  VERTCON   
 MB1133  ___________________________________________________________________
 MB1133  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB1133
 MB1133  VERT ORDER  -  ? (See Below)
 MB1133
 MB1133.The horizontal coordinates were scaled from a topographic map and have
 MB1133.an estimated accuracy of +/- 6 seconds.
 MB1133
 MB1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1133.The vertical order pertains to the NGVD 29 superseded value.
 MB1133
 MB1133.The geoid height was determined by GEOID03.
 MB1133
 MB1133;                    North         East    Units  Estimated Accuracy
 MB1133;SPC OH N     -   163,610.      690,490.      MT  (+/- 180 meters Scaled)
 MB1133
 MB1133                          SUPERSEDED SURVEY CONTROL
 MB1133
 MB1133  NGVD 29 (??/??/92)  310.120  (m)         1017.45   (f) ADJ UNCH    ?  
 MB1133
 MB1133.Superseded values are not recommended for survey control.
 MB1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1133.See file dsdata.txt to determine how the superseded data were derived.
 MB1133
 MB1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF645538(NAD 83)
 MB1133_MARKER: Z = SEE DESCRIPTION
 MB1133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1133_SP_SET: RAIL SECTION
 MB1133_MARK LOGO: BORR  
 MB1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1133
 MB1133  HISTORY     - Date     Condition        Report By
 MB1133  HISTORY     - 1903     MONUMENTED       BORR
 MB1133
 MB1133                          STATION DESCRIPTION
 MB1133
 MB1133'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1133'1.5 MI W FROM KENT.
 MB1133'1 1/2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB1133'KENT, PORTAGE COUNTY, ON THE NORTH SIDE OF THE TRACK, AND AT
 MB1133'MILEPOST ALLEGHENY 125.  A CROSS CUT IN THE TOP OF A SECTION OF
 MB1133'RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0391 ***********************************************************************
 JZ0391  DESIGNATION -  430
 JZ0391  PID         -  JZ0391
 JZ0391  STATE/COUNTY-  OH/HAMILTON
 JZ0391  USGS QUAD   -  NEWPORT (1987)
 JZ0391
 JZ0391                         *CURRENT SURVEY CONTROL
 JZ0391  ___________________________________________________________________
 JZ0391* NAD 83(1986)-  39 07 12.     (N)    084 28 43.     (W)     SCALED    
 JZ0391* NAVD 88     -       153.804  (meters)     504.61   (feet)  ADJUSTED  
 JZ0391  ___________________________________________________________________
 JZ0391  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0391  DYNAMIC HT  -         153.706 (meters)     504.28  (feet)  COMP
 JZ0391  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 JZ0391
 JZ0391  VERT ORDER  -  FIRST     CLASS II
 JZ0391
 JZ0391.The horizontal coordinates were scaled from a topographic map and have
 JZ0391.an estimated accuracy of +/- 6 seconds.
 JZ0391
 JZ0391.The orthometric height was determined by differential leveling
 JZ0391.and adjusted by the National Geodetic Survey in June 1991..
 JZ0391.WARNING-Repeat measurements at this control monument indicate possible
 JZ0391.vertical movement.
 JZ0391
 JZ0391.The geoid height was determined by GEOID03.
 JZ0391
 JZ0391.The dynamic height is computed by dividing the NAVD 88
 JZ0391.geopotential number by the normal gravity value computed on the
 JZ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0391.degrees latitude (g = 980.6199 gals.).
 JZ0391
 JZ0391.The modeled gravity was interpolated from observed gravity values.
 JZ0391
 JZ0391;                    North         East    Units  Estimated Accuracy
 JZ0391;SPC OH S     -   126,210.      428,910.      MT  (+/- 180 meters Scaled)
 JZ0391
 JZ0391                          SUPERSEDED SURVEY CONTROL
 JZ0391
 JZ0391  NGVD 29 (06/03/91)  153.976  (m)          505.17   (f) ADJUSTED    1 2
 JZ0391
 JZ0391.Superseded values are not recommended for survey control.
 JZ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0391.See file dsdata.txt to determine how the superseded data were derived.
 JZ0391
 JZ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ179331(NAD 83)
 JZ0391_MARKER: DD = SURVEY DISK
 JZ0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0391_STAMPING: 430
 JZ0391_MARK LOGO: OH1610
 JZ0391_PROJECTION: FLUSH
 JZ0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0391+STABILITY: SURFACE MOTION
 JZ0391
 JZ0391  HISTORY     - Date     Condition        Report By
 JZ0391  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0391  HISTORY     - 1949     GOOD             NGS
 JZ0391  HISTORY     - 1984     GOOD             NGS
 JZ0391  HISTORY     - 1986     GOOD             LOCSUR
 JZ0391
 JZ0391                          STATION DESCRIPTION
 JZ0391
 JZ0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0391'AT CINCINNATI.
 JZ0391'AT CINCINNATI, AT THE INTERSECTION OF EASTERN AVENUE AND
 JZ0391'LANCASTER STREET, 18.5 FEET EAST OF THE EAST EDGE OF SIDEWALK
 JZ0391'LEADING NORTH, 7 FEET NORTHEAST OF STEEL POLE BUS STOP, 1.3
 JZ0391'FEET NORTHWEST OF THE NORTHWEST CURB OF EASTERN AVENUE, IN FRONT
 JZ0391'OF HOUSE 1902 ON EASTERN AVENUE, ABOUT LEVEL WITH THE SIDEWALK
 JZ0391'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JZ0391
 JZ0391                          STATION RECOVERY (1984)
 JZ0391
 JZ0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0391'RECOVERED IN GOOD CONDITION, THE 1949 DESCRIPTION IS ADEQUATE EXCEPT
 JZ0391'THE STEEL POLE FOR THE BUS STOP NO LONGER EXISTS. ADD--3.2 METERS
 JZ0391'(10.5 FT) NORTHEAST OF A FIRE ALARM BOX ON A STEEL POLE.
 JZ0391
 JZ0391                          STATION RECOVERY (1986)
 JZ0391
 JZ0391'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 JZ0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1134 ***********************************************************************
 MB1134  DESIGNATION -  431
 MB1134  PID         -  MB1134
 MB1134  STATE/COUNTY-  OH/PORTAGE
 MB1134  USGS QUAD   -  HUDSON (1984)
 MB1134
 MB1134                         *CURRENT SURVEY CONTROL
 MB1134  ___________________________________________________________________
 MB1134* NAD 83(1986)-  41 08 26.     (N)    081 26 23.     (W)     SCALED    
 MB1134* NAVD 88     -       309.95   (+/-2cm)    1016.9    (feet)  VERTCON   
 MB1134  ___________________________________________________________________
 MB1134  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB1134
 MB1134  VERT ORDER  -  ? (See Below)
 MB1134
 MB1134.The horizontal coordinates were scaled from a topographic map and have
 MB1134.an estimated accuracy of +/- 6 seconds.
 MB1134
 MB1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1134.The vertical order pertains to the NGVD 29 superseded value.
 MB1134
 MB1134.The geoid height was determined by GEOID03.
 MB1134
 MB1134;                    North         East    Units  Estimated Accuracy
 MB1134;SPC OH N     -   164,210.      689,010.      MT  (+/- 180 meters Scaled)
 MB1134
 MB1134                          SUPERSEDED SURVEY CONTROL
 MB1134
 MB1134  NGVD 29 (??/??/92)  310.150  (m)         1017.55   (f) ADJ UNCH    ?  
 MB1134
 MB1134.Superseded values are not recommended for survey control.
 MB1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1134.See file dsdata.txt to determine how the superseded data were derived.
 MB1134
 MB1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF630544(NAD 83)
 MB1134_MARKER: Z = SEE DESCRIPTION
 MB1134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1134_SP_SET: RAIL SECTION
 MB1134_MARK LOGO: BORR  
 MB1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1134
 MB1134  HISTORY     - Date     Condition        Report By
 MB1134  HISTORY     - 1903     MONUMENTED       BORR
 MB1134
 MB1134                          STATION DESCRIPTION
 MB1134
 MB1134'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1134'2.5 MI W FROM KENT.
 MB1134'IN SUMMIT COUNTY 2 1/2 MILES WEST ALONG THE BALTIMORE AND OHIO
 MB1134'RAILROAD FROM KENT, PORTAGE COUNTY, ON THE NORTH SIDE OF THE
 MB1134'TRACK, AND AT MILEPOST ALLEGHENY 126.  A SECTION OF RAIL SET
 MB1134'VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0409 ***********************************************************************
 JZ0409  DESIGNATION -  431
 JZ0409  PID         -  JZ0409
 JZ0409  STATE/COUNTY-  OH/HAMILTON
 JZ0409  USGS QUAD   -  NEWPORT (1987)
 JZ0409
 JZ0409                         *CURRENT SURVEY CONTROL
 JZ0409  ___________________________________________________________________
 JZ0409* NAD 83(1986)-  39 03 50.     (N)    084 25 23.     (W)     SCALED    
 JZ0409* NAVD 88     -       152.629  (meters)     500.75   (feet)  ADJUSTED  
 JZ0409  ___________________________________________________________________
 JZ0409  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0409  DYNAMIC HT  -         152.532 (meters)     500.43  (feet)  COMP
 JZ0409  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 JZ0409
 JZ0409  VERT ORDER  -  FIRST     CLASS II
 JZ0409
 JZ0409.The horizontal coordinates were scaled from a topographic map and have
 JZ0409.an estimated accuracy of +/- 6 seconds.
 JZ0409
 JZ0409.The orthometric height was determined by differential leveling
 JZ0409.and adjusted by the National Geodetic Survey in June 1991..
 JZ0409.WARNING-Repeat measurements at this control monument indicate possible
 JZ0409.vertical movement.
 JZ0409
 JZ0409.The geoid height was determined by GEOID03.
 JZ0409
 JZ0409.The dynamic height is computed by dividing the NAVD 88
 JZ0409.geopotential number by the normal gravity value computed on the
 JZ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0409.degrees latitude (g = 980.6199 gals.).
 JZ0409
 JZ0409.The modeled gravity was interpolated from observed gravity values.
 JZ0409
 JZ0409;                    North         East    Units  Estimated Accuracy
 JZ0409;SPC OH S     -   119,880.      433,580.      MT  (+/- 180 meters Scaled)
 JZ0409
 JZ0409                          SUPERSEDED SURVEY CONTROL
 JZ0409
 JZ0409  NGVD 29 (08/25/92)  152.808  (m)          501.34   (f) ADJUSTED    1 2
 JZ0409
 JZ0409.Superseded values are not recommended for survey control.
 JZ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0409.See file dsdata.txt to determine how the superseded data were derived.
 JZ0409
 JZ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ229270(NAD 83)
 JZ0409_MARKER: DB = BENCH MARK DISK
 JZ0409_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0409_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0409_STAMPING: 431
 JZ0409_MARK LOGO: OH1610
 JZ0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0409
 JZ0409  HISTORY     - Date     Condition        Report By
 JZ0409  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0409  HISTORY     - 1947     GOOD             NGS
 JZ0409  HISTORY     - 1949     GOOD             NGS
 JZ0409  HISTORY     - 1986     GOOD             LOCSUR
 JZ0409  HISTORY     - 19911217 GOOD             WOOLPT
 JZ0409
 JZ0409                          STATION DESCRIPTION
 JZ0409
 JZ0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0409'AT CALIFORNIA.
 JZ0409'AT CALIFORNIA, HAMILTON COUNTY, 24.7 FEET NORTH OF THE NORTHWEST
 JZ0409'CORNER OF THE HOUSE AT 945 KELLOGG AVENUE, 40 FEET EAST OF THE
 JZ0409'CENTERLINE OF WAITS STREET, 20.5 FEET SOUTH OF THE CENTER LINE OF
 JZ0409'KELLOGG AVENUE, 2 FEET SOUTH OF THE KELLOGG AVENUE CURB, AND
 JZ0409'ABOUT LEVEL WITH THE ROADWAY.
 JZ0409
 JZ0409                          STATION RECOVERY (1949)
 JZ0409
 JZ0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 JZ0409'RECOVERED IN GOOD CONDITION.
 JZ0409
 JZ0409                          STATION RECOVERY (1986)
 JZ0409
 JZ0409'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (BD)
 JZ0409'RECOVERED IN GOOD CONDITION.
 JZ0409
 JZ0409                          STATION RECOVERY (1991)
 JZ0409
 JZ0409'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1136 ***********************************************************************
 MB1136  DESIGNATION -  432
 MB1136  PID         -  MB1136
 MB1136  STATE/COUNTY-  OH/SUMMIT
 MB1136  USGS QUAD   -  HUDSON (1984)
 MB1136
 MB1136                         *CURRENT SURVEY CONTROL
 MB1136  ___________________________________________________________________
 MB1136* NAD 83(1986)-  41 08 35.     (N)    081 28 03.     (W)     SCALED    
 MB1136* NAVD 88     -       308.85   (+/-2cm)    1013.3    (feet)  VERTCON   
 MB1136  ___________________________________________________________________
 MB1136  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB1136
 MB1136  VERT ORDER  -  ? (See Below)
 MB1136
 MB1136.The horizontal coordinates were scaled from a topographic map and have
 MB1136.an estimated accuracy of +/- 6 seconds.
 MB1136
 MB1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1136.The vertical order pertains to the NGVD 29 superseded value.
 MB1136
 MB1136.The geoid height was determined by GEOID03.
 MB1136
 MB1136;                    North         East    Units  Estimated Accuracy
 MB1136;SPC OH N     -   164,460.      686,670.      MT  (+/- 180 meters Scaled)
 MB1136
 MB1136                          SUPERSEDED SURVEY CONTROL
 MB1136
 MB1136  NGVD 29 (??/??/92)  309.045  (m)         1013.93   (f) ADJ UNCH    ?  
 MB1136
 MB1136.Superseded values are not recommended for survey control.
 MB1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1136.See file dsdata.txt to determine how the superseded data were derived.
 MB1136
 MB1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF607547(NAD 83)
 MB1136_MARKER: B = BOLT
 MB1136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1136_SP_SET: ABUTMENT
 MB1136_MARK LOGO: BORR  
 MB1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1136
 MB1136  HISTORY     - Date     Condition        Report By
 MB1136  HISTORY     - 1903     MONUMENTED       BORR
 MB1136
 MB1136                          STATION DESCRIPTION
 MB1136
 MB1136'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1136'1 MI E FROM MONROE FALLS.
 MB1136'1 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM MONROE
 MB1136'FALLS, SUMMIT COUNTY, AT BRIDGE 55, AND IN THE NORTH END OF
 MB1136'THE EAST ABUTMENT.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1137 ***********************************************************************
 MB1137  DESIGNATION -  433
 MB1137  PID         -  MB1137
 MB1137  STATE/COUNTY-  OH/SUMMIT
 MB1137  USGS QUAD   -  HUDSON (1984)
 MB1137
 MB1137                         *CURRENT SURVEY CONTROL
 MB1137  ___________________________________________________________________
 MB1137* NAD 83(1986)-  41 08 28.     (N)    081 28 34.     (W)     SCALED    
 MB1137* NAVD 88     -       310.07   (+/-2cm)    1017.3    (feet)  VERTCON   
 MB1137  ___________________________________________________________________
 MB1137  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB1137
 MB1137  VERT ORDER  -  ? (See Below)
 MB1137
 MB1137.The horizontal coordinates were scaled from a topographic map and have
 MB1137.an estimated accuracy of +/- 6 seconds.
 MB1137
 MB1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1137.The vertical order pertains to the NGVD 29 superseded value.
 MB1137
 MB1137.The geoid height was determined by GEOID03.
 MB1137
 MB1137;                    North         East    Units  Estimated Accuracy
 MB1137;SPC OH N     -   164,240.      685,950.      MT  (+/- 180 meters Scaled)
 MB1137
 MB1137                          SUPERSEDED SURVEY CONTROL
 MB1137
 MB1137  NGVD 29 (??/??/92)  310.272  (m)         1017.95   (f) ADJ UNCH    ?  
 MB1137
 MB1137.Superseded values are not recommended for survey control.
 MB1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1137.See file dsdata.txt to determine how the superseded data were derived.
 MB1137
 MB1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF600545(NAD 83)
 MB1137_MARKER: Z = SEE DESCRIPTION
 MB1137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1137_SP_SET: RAIL SECTION
 MB1137_MARK LOGO: BORR  
 MB1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1137
 MB1137  HISTORY     - Date     Condition        Report By
 MB1137  HISTORY     - 1903     MONUMENTED       BORR
 MB1137
 MB1137                          STATION DESCRIPTION
 MB1137
 MB1137'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1137'AT MONROE FALLS.
 MB1137'AT MONROE FALLS, SUMMIT COUNTY, 40 FEET EAST OF THE BALTIMORE
 MB1137'AND OHIO RAILROAD STATION, AND ON THE NORTH SIDE OF THE TRACK.  A
 MB1137'SECTION OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1138 ***********************************************************************
 MB1138  DESIGNATION -  434
 MB1138  PID         -  MB1138
 MB1138  STATE/COUNTY-  OH/SUMMIT
 MB1138  USGS QUAD   -  HUDSON (1984)
 MB1138
 MB1138                         *CURRENT SURVEY CONTROL
 MB1138  ___________________________________________________________________
 MB1138* NAD 83(1986)-  41 08 23.     (N)    081 28 38.     (W)     SCALED    
 MB1138* NAVD 88     -       309.73   (+/-2cm)    1016.2    (feet)  VERTCON   
 MB1138  ___________________________________________________________________
 MB1138  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB1138
 MB1138  VERT ORDER  -  ? (See Below)
 MB1138
 MB1138.The horizontal coordinates were scaled from a topographic map and have
 MB1138.an estimated accuracy of +/- 6 seconds.
 MB1138
 MB1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1138.The vertical order pertains to the NGVD 29 superseded value.
 MB1138
 MB1138.The geoid height was determined by GEOID03.
 MB1138
 MB1138;                    North         East    Units  Estimated Accuracy
 MB1138;SPC OH N     -   164,080.      685,860.      MT  (+/- 180 meters Scaled)
 MB1138
 MB1138                          SUPERSEDED SURVEY CONTROL
 MB1138
 MB1138  NGVD 29 (??/??/92)  309.930  (m)         1016.83   (f) ADJ UNCH    ?  
 MB1138
 MB1138.Superseded values are not recommended for survey control.
 MB1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1138.See file dsdata.txt to determine how the superseded data were derived.
 MB1138
 MB1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF599543(NAD 83)
 MB1138_MARKER: Z = SEE DESCRIPTION
 MB1138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1138_SP_SET: RAIL SECTION
 MB1138_MARK LOGO: BORR  
 MB1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1138
 MB1138  HISTORY     - Date     Condition        Report By
 MB1138  HISTORY     - 1903     MONUMENTED       BORR
 MB1138
 MB1138                          STATION DESCRIPTION
 MB1138
 MB1138'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1138'1 MI W FROM MONROE FALLS.
 MB1138'1 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM MONROE
 MB1138'FALLS, SUMMIT COUNTY, ON THE SOUTH SIDE OF THE TRACK, AND AT
 MB1138'POLE 129/15.  A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1139 ***********************************************************************
 MB1139  DESIGNATION -  435
 MB1139  PID         -  MB1139
 MB1139  STATE/COUNTY-  OH/SUMMIT
 MB1139  USGS QUAD   -  HUDSON (1984)
 MB1139
 MB1139                         *CURRENT SURVEY CONTROL
 MB1139  ___________________________________________________________________
 MB1139* NAD 83(1986)-  41 07 59.     (N)    081 28 51.     (W)     SCALED    
 MB1139* NAVD 88     -       309.75   (+/-2cm)    1016.2    (feet)  VERTCON   
 MB1139  ___________________________________________________________________
 MB1139  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB1139
 MB1139  VERT ORDER  -  ? (See Below)
 MB1139
 MB1139.The horizontal coordinates were scaled from a topographic map and have
 MB1139.an estimated accuracy of +/- 6 seconds.
 MB1139
 MB1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1139.The vertical order pertains to the NGVD 29 superseded value.
 MB1139
 MB1139.The geoid height was determined by GEOID03.
 MB1139
 MB1139;                    North         East    Units  Estimated Accuracy
 MB1139;SPC OH N     -   163,340.      685,570.      MT  (+/- 180 meters Scaled)
 MB1139
 MB1139                          SUPERSEDED SURVEY CONTROL
 MB1139
 MB1139  NGVD 29 (??/??/92)  309.951  (m)         1016.90   (f) ADJ UNCH    ?  
 MB1139
 MB1139.Superseded values are not recommended for survey control.
 MB1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1139.See file dsdata.txt to determine how the superseded data were derived.
 MB1139
 MB1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF596536(NAD 83)
 MB1139_MARKER: Z = SEE DESCRIPTION
 MB1139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1139_SP_SET: RAIL SECTION
 MB1139_MARK LOGO: BORR  
 MB1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1139
 MB1139  HISTORY     - Date     Condition        Report By
 MB1139  HISTORY     - 1903     MONUMENTED       BORR
 MB1139
 MB1139                          STATION DESCRIPTION
 MB1139
 MB1139'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1139'0.3 MI E FROM CUYAHOGA FALLS.
 MB1139'0.3 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MB1139'STATION AT CUYAHOGA FALLS, SUMMIT COUNTY, ON THE NORTH SIDE OF
 MB1139'THE TRACK, AND AT POLE 130/15.  A SECTION OF RAIL SET VERTICALLY
 MB1139'IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0146 ***********************************************************************
 JZ0146  DESIGNATION -  435
 JZ0146  PID         -  JZ0146
 JZ0146  STATE/COUNTY-  OH/MONTGOMERY
 JZ0146  USGS QUAD   -  MIDDLETOWN (1981)
 JZ0146
 JZ0146                         *CURRENT SURVEY CONTROL
 JZ0146  ___________________________________________________________________
 JZ0146* NAD 83(1986)-  39 37 22.     (N)    084 23 04.     (W)     SCALED    
 JZ0146* NAVD 88     -       221.652  (meters)     727.20   (feet)  ADJUSTED  
 JZ0146  ___________________________________________________________________
 JZ0146  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JZ0146  DYNAMIC HT  -         221.524 (meters)     726.78  (feet)  COMP
 JZ0146  MODELED GRAV-     980,045.7   (mgal)                       NAVD 88
 JZ0146
 JZ0146  VERT ORDER  -  SECOND    CLASS 0
 JZ0146
 JZ0146.The horizontal coordinates were scaled from a topographic map and have
 JZ0146.an estimated accuracy of +/- 6 seconds.
 JZ0146
 JZ0146.The orthometric height was determined by differential leveling
 JZ0146.and adjusted by the National Geodetic Survey in June 1991..
 JZ0146
 JZ0146.The geoid height was determined by GEOID03.
 JZ0146
 JZ0146.The dynamic height is computed by dividing the NAVD 88
 JZ0146.geopotential number by the normal gravity value computed on the
 JZ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0146.degrees latitude (g = 980.6199 gals.).
 JZ0146
 JZ0146.The modeled gravity was interpolated from observed gravity values.
 JZ0146
 JZ0146;                    North         East    Units  Estimated Accuracy
 JZ0146;SPC OH S     -   181,840.      438,220.      MT  (+/- 180 meters Scaled)
 JZ0146
 JZ0146                          SUPERSEDED SURVEY CONTROL
 JZ0146
 JZ0146  NGVD 29 (??/??/92)  221.833  (m)          727.80   (f) ADJ UNCH    2 0
 JZ0146
 JZ0146.Superseded values are not recommended for survey control.
 JZ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0146.See file dsdata.txt to determine how the superseded data were derived.
 JZ0146
 JZ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ245891(NAD 83)
 JZ0146_MARKER: DD = SURVEY DISK
 JZ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0146_STAMPING: 435
 JZ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0146+STABILITY: SURFACE MOTION
 JZ0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0146+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 JZ0146
 JZ0146  HISTORY     - Date     Condition        Report By
 JZ0146  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0146  HISTORY     - 1947     GOOD             NGS
 JZ0146  HISTORY     - 1954     GOOD             NGS
 JZ0146  HISTORY     - 20041122 GOOD             INDIV
 JZ0146
 JZ0146                          STATION DESCRIPTION
 JZ0146
 JZ0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0146'0.8 MI W FROM GERMANTOWN.
 JZ0146'0.85 MILE WEST ALONG STATE HIGHWAY 725 AT GERMANTOWN, AT THE
 JZ0146'WEST CITY LIMITS OF GERMANTOWN, AT THE JUNCTION OF OXFORD ROAD
 JZ0146'LEADING SOUTH, 23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JZ0146'14 FEET WEST OF THE PROLONGED CENTER LINE OF OXFORD ROAD, 102
 JZ0146'FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER
 JZ0146'OF A LARGE BRICK RESIDENCE, 0.5 FOOT NORTH OF THE NORTH EDGE
 JZ0146'OF A DIRT COVERED CONCRETE SIDE WALK, 1.5 FEET WEST OF A WHITE
 JZ0146'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 JZ0146'PROJECTING 7 INCHES.
 JZ0146
 JZ0146                          STATION RECOVERY (1954)
 JZ0146
 JZ0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JZ0146'RECOVERED IN GOOD CONDITION.
 JZ0146
 JZ0146                          STATION RECOVERY (2004)
 JZ0146
 JZ0146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0146'OXFORD RD. IS NOW ASTORIA RD.  ROUTE 725 IS ALSO W. MARKET ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0715 ***********************************************************************
 JZ0715  DESIGNATION -  435
 JZ0715  PID         -  JZ0715
 JZ0715  STATE/COUNTY-  OH/HAMILTON
 JZ0715  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0715
 JZ0715                         *CURRENT SURVEY CONTROL
 JZ0715  ___________________________________________________________________
 JZ0715* NAD 83(1986)-  39 07 30.     (N)    084 32 52.     (W)     SCALED    
 JZ0715* NAVD 88     -       153.014  (meters)     502.01   (feet)  ADJUSTED  
 JZ0715  ___________________________________________________________________
 JZ0715  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0715  DYNAMIC HT  -         152.917 (meters)     501.70  (feet)  COMP
 JZ0715  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JZ0715
 JZ0715  VERT ORDER  -  FIRST     CLASS II
 JZ0715
 JZ0715.The horizontal coordinates were scaled from a topographic map and have
 JZ0715.an estimated accuracy of +/- 6 seconds.
 JZ0715
 JZ0715.The orthometric height was determined by differential leveling
 JZ0715.and adjusted by the National Geodetic Survey in June 1991..
 JZ0715
 JZ0715.The geoid height was determined by GEOID03.
 JZ0715
 JZ0715.The dynamic height is computed by dividing the NAVD 88
 JZ0715.geopotential number by the normal gravity value computed on the
 JZ0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0715.degrees latitude (g = 980.6199 gals.).
 JZ0715
 JZ0715.The modeled gravity was interpolated from observed gravity values.
 JZ0715
 JZ0715;                    North         East    Units  Estimated Accuracy
 JZ0715;SPC OH S     -   126,900.      422,950.      MT  (+/- 180 meters Scaled)
 JZ0715
 JZ0715                          SUPERSEDED SURVEY CONTROL
 JZ0715
 JZ0715  NGVD 29 (??/??/92)  153.189  (m)          502.59   (f) ADJ UNCH    1 2
 JZ0715
 JZ0715.Superseded values are not recommended for survey control.
 JZ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0715.See file dsdata.txt to determine how the superseded data were derived.
 JZ0715
 JZ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ119335(NAD 83)
 JZ0715_MARKER: DD = SURVEY DISK
 JZ0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0715_STAMPING: 435
 JZ0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0715+STABILITY: SURFACE MOTION
 JZ0715
 JZ0715  HISTORY     - Date     Condition        Report By
 JZ0715  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0715  HISTORY     - 1947     GOOD             NGS
 JZ0715
 JZ0715                          STATION DESCRIPTION
 JZ0715
 JZ0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0715'AT CINCINNATI.
 JZ0715'AT CINCINNATI, AT JUNCTION OF HARRISON AVENUE AND WESTWOOD
 JZ0715'AVENUE, 2 FEET SOUTH OF SOUTH CURB OF WESTWOOD AVENUE.  IN LINE
 JZ0715'WITH WEST LINE OF A TWO STORY BRICK HOUSE NO. 1603, 35.7 FT EAST
 JZ0715'OF CENTERLINE OF MOELLERING AVENUE.  A CONCRETE POST SET FLUSH
 JZ0715'WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1140 ***********************************************************************
 MB1140  DESIGNATION -  436
 MB1140  PID         -  MB1140
 MB1140  STATE/COUNTY-  OH/SUMMIT
 MB1140  USGS QUAD   -  HUDSON (1984)
 MB1140
 MB1140                         *CURRENT SURVEY CONTROL
 MB1140  ___________________________________________________________________
 MB1140* NAD 83(1986)-  41 07 39.     (N)    081 28 58.     (W)     SCALED    
 MB1140* NAVD 88     -       309.57   (+/-2cm)    1015.6    (feet)  VERTCON   
 MB1140  ___________________________________________________________________
 MB1140  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB1140
 MB1140  VERT ORDER  -  ? (See Below)
 MB1140
 MB1140.The horizontal coordinates were scaled from a topographic map and have
 MB1140.an estimated accuracy of +/- 6 seconds.
 MB1140
 MB1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1140.The vertical order pertains to the NGVD 29 superseded value.
 MB1140
 MB1140.The geoid height was determined by GEOID03.
 MB1140
 MB1140;                    North         East    Units  Estimated Accuracy
 MB1140;SPC OH N     -   162,720.      685,410.      MT  (+/- 180 meters Scaled)
 MB1140
 MB1140                          SUPERSEDED SURVEY CONTROL
 MB1140
 MB1140  NGVD 29 (??/??/92)  309.771  (m)         1016.31   (f) ADJ UNCH    ?  
 MB1140
 MB1140.Superseded values are not recommended for survey control.
 MB1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1140.See file dsdata.txt to determine how the superseded data were derived.
 MB1140
 MB1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF594530(NAD 83)
 MB1140_MARKER: Z = SEE DESCRIPTION
 MB1140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1140_SP_SET: RAIL SECTION
 MB1140_MARK LOGO: BORR  
 MB1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1140
 MB1140  HISTORY     - Date     Condition        Report By
 MB1140  HISTORY     - 1903     MONUMENTED       BORR
 MB1140
 MB1140                          STATION DESCRIPTION
 MB1140
 MB1140'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1140'0.7 MI W FROM CUYAHOGA FALLS.
 MB1140'0.7 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MB1140'STATION AT CUYAHOGA FALLS, SUMMIT COUNTY, BETWEEN THE TRACKS,
 MB1140'AND AT POLE 131/15.  A SECTION OF RAIL SET VERTICALLY IN THE
 MB1140'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1141 ***********************************************************************
 MB1141  DESIGNATION -  437
 MB1141  PID         -  MB1141
 MB1141  STATE/COUNTY-  OH/SUMMIT
 MB1141  USGS QUAD   -  AKRON EAST (1964)
 MB1141
 MB1141                         *CURRENT SURVEY CONTROL
 MB1141  ___________________________________________________________________
 MB1141* NAD 83(1986)-  41 06 43.     (N)    081 29 33.     (W)     SCALED    
 MB1141* NAVD 88     -       309.94   (+/-2cm)    1016.9    (feet)  VERTCON   
 MB1141  ___________________________________________________________________
 MB1141  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB1141
 MB1141  VERT ORDER  -  ? (See Below)
 MB1141
 MB1141.The horizontal coordinates were scaled from a topographic map and have
 MB1141.an estimated accuracy of +/- 6 seconds.
 MB1141
 MB1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1141.The vertical order pertains to the NGVD 29 superseded value.
 MB1141
 MB1141.The geoid height was determined by GEOID03.
 MB1141
 MB1141;                    North         East    Units  Estimated Accuracy
 MB1141;SPC OH N     -   160,980.      684,620.      MT  (+/- 180 meters Scaled)
 MB1141
 MB1141                          SUPERSEDED SURVEY CONTROL
 MB1141
 MB1141  NGVD 29 (??/??/92)  310.139  (m)         1017.51   (f) ADJ UNCH    ?  
 MB1141
 MB1141.Superseded values are not recommended for survey control.
 MB1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1141.See file dsdata.txt to determine how the superseded data were derived.
 MB1141
 MB1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF586513(NAD 83)
 MB1141_MARKER: Z = SEE DESCRIPTION
 MB1141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1141_SP_SET: RAIL SECTION
 MB1141_MARK LOGO: BORR  
 MB1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1141
 MB1141  HISTORY     - Date     Condition        Report By
 MB1141  HISTORY     - 1903     MONUMENTED       BORR
 MB1141
 MB1141                          STATION DESCRIPTION
 MB1141
 MB1141'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1141'1.7 MI W FROM CUYAHOGA FALLS.
 MB1141'1.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MB1141'STATION AT CUYAHOGA FALLS, SUMMIT COUNTY, BETWEEN THE TRACKS, AND
 MB1141'AT POLE 132/15.  A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1142 ***********************************************************************
 MB1142  DESIGNATION -  438
 MB1142  PID         -  MB1142
 MB1142  STATE/COUNTY-  OH/SUMMIT
 MB1142  USGS QUAD   -  AKRON EAST (1964)
 MB1142
 MB1142                         *CURRENT SURVEY CONTROL
 MB1142  ___________________________________________________________________
 MB1142* NAD 83(1986)-  41 06 23.     (N)    081 29 31.     (W)     SCALED    
 MB1142* NAVD 88     -       309.91   (+/-2cm)    1016.8    (feet)  VERTCON   
 MB1142  ___________________________________________________________________
 MB1142  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB1142
 MB1142  VERT ORDER  -  ? (See Below)
 MB1142
 MB1142.The horizontal coordinates were scaled from a topographic map and have
 MB1142.an estimated accuracy of +/- 6 seconds.
 MB1142
 MB1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1142.The vertical order pertains to the NGVD 29 superseded value.
 MB1142
 MB1142.The geoid height was determined by GEOID03.
 MB1142
 MB1142;                    North         East    Units  Estimated Accuracy
 MB1142;SPC OH N     -   160,370.      684,670.      MT  (+/- 180 meters Scaled)
 MB1142
 MB1142                          SUPERSEDED SURVEY CONTROL
 MB1142
 MB1142  NGVD 29 (??/??/92)  310.105  (m)         1017.40   (f) ADJ UNCH    ?  
 MB1142
 MB1142.Superseded values are not recommended for survey control.
 MB1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1142.See file dsdata.txt to determine how the superseded data were derived.
 MB1142
 MB1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF586506(NAD 83)
 MB1142_MARKER: Z = SEE DESCRIPTION
 MB1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1142_SP_SET: RAIL SECTION
 MB1142_MARK LOGO: BORR  
 MB1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1142
 MB1142  HISTORY     - Date     Condition        Report By
 MB1142  HISTORY     - 1903     MONUMENTED       BORR
 MB1142
 MB1142                          STATION DESCRIPTION
 MB1142
 MB1142'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1142'1.5 MI E FROM AKRON JUNCTION.
 MB1142'1 1/2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB1142'AKRON JUNCTION, SUMMIT COUNTY, BETWEEN THE TRACKS, AND AT
 MB1142'MILEPOST ALLEGHENY 133.  A SECTION OF RAIL SET VERTICALLY IN THE
 MB1142'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1143 ***********************************************************************
 MB1143  DESIGNATION -  439
 MB1143  PID         -  MB1143
 MB1143  STATE/COUNTY-  OH/SUMMIT
 MB1143  USGS QUAD   -  AKRON EAST (1964)
 MB1143
 MB1143                         *CURRENT SURVEY CONTROL
 MB1143  ___________________________________________________________________
 MB1143* NAD 83(1986)-  41 05 43.     (N)    081 29 03.     (W)     SCALED    
 MB1143* NAVD 88     -       299.65   (+/-2cm)     983.1    (feet)  VERTCON   
 MB1143  ___________________________________________________________________
 MB1143  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB1143
 MB1143  VERT ORDER  -  ? (See Below)
 MB1143
 MB1143.The horizontal coordinates were scaled from a topographic map and have
 MB1143.an estimated accuracy of +/- 6 seconds.
 MB1143
 MB1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1143.The vertical order pertains to the NGVD 29 superseded value.
 MB1143
 MB1143.The geoid height was determined by GEOID03.
 MB1143
 MB1143;                    North         East    Units  Estimated Accuracy
 MB1143;SPC OH N     -   159,140.      685,340.      MT  (+/- 180 meters Scaled)
 MB1143
 MB1143                          SUPERSEDED SURVEY CONTROL
 MB1143
 MB1143  NGVD 29 (??/??/92)  299.851  (m)          983.76   (f) ADJ UNCH    ?  
 MB1143
 MB1143.Superseded values are not recommended for survey control.
 MB1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1143.See file dsdata.txt to determine how the superseded data were derived.
 MB1143
 MB1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF593494(NAD 83)
 MB1143_MARKER: B = BOLT
 MB1143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1143_SP_SET: BRIDGE COPING
 MB1143_MARK LOGO: BORR  
 MB1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1143
 MB1143  HISTORY     - Date     Condition        Report By
 MB1143  HISTORY     - 1903     MONUMENTED       BORR
 MB1143
 MB1143                          STATION DESCRIPTION
 MB1143
 MB1143'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1143'0.8 MI E FROM AKRON JUNCTION.
 MB1143'3/4 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM AKRON
 MB1143'JUNCTION, SUMMIT COUNTY, AT A COUNTY-ROAD BRIDGE SOUTH OF
 MB1143'THE TRACK CROSSING, AND IN THE NORTH END OF THE COPING.  A COPPER
 MB1143'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0768 ***********************************************************************
 JZ0768  DESIGNATION -  439
 JZ0768  PID         -  JZ0768
 JZ0768  STATE/COUNTY-  OH/HAMILTON
 JZ0768  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0768
 JZ0768                         *CURRENT SURVEY CONTROL
 JZ0768  ___________________________________________________________________
 JZ0768* NAD 83(1986)-  39 11 17.     (N)    084 36 07.     (W)     SCALED    
 JZ0768* NAVD 88     -       284.466  (meters)     933.29   (feet)  ADJUSTED  
 JZ0768  ___________________________________________________________________
 JZ0768  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0768  DYNAMIC HT  -         284.290 (meters)     932.71  (feet)  COMP
 JZ0768  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JZ0768
 JZ0768  VERT ORDER  -  FIRST     CLASS II
 JZ0768
 JZ0768.The horizontal coordinates were scaled from a topographic map and have
 JZ0768.an estimated accuracy of +/- 6 seconds.
 JZ0768
 JZ0768.The orthometric height was determined by differential leveling
 JZ0768.and adjusted by the National Geodetic Survey in June 1991..
 JZ0768
 JZ0768.The geoid height was determined by GEOID03.
 JZ0768
 JZ0768.The dynamic height is computed by dividing the NAVD 88
 JZ0768.geopotential number by the normal gravity value computed on the
 JZ0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0768.degrees latitude (g = 980.6199 gals.).
 JZ0768
 JZ0768.The modeled gravity was interpolated from observed gravity values.
 JZ0768
 JZ0768;                    North         East    Units  Estimated Accuracy
 JZ0768;SPC OH S     -   134,000.      418,430.      MT  (+/- 180 meters Scaled)
 JZ0768
 JZ0768                          SUPERSEDED SURVEY CONTROL
 JZ0768
 JZ0768  NGVD 29 (??/??/92)  284.645  (m)          933.87   (f) ADJ UNCH    1 2
 JZ0768
 JZ0768.Superseded values are not recommended for survey control.
 JZ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0768.See file dsdata.txt to determine how the superseded data were derived.
 JZ0768
 JZ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ071403(NAD 83)
 JZ0768_MARKER: DD = SURVEY DISK
 JZ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0768_STAMPING: 439
 JZ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0768+STABILITY: SURFACE MOTION
 JZ0768
 JZ0768  HISTORY     - Date     Condition        Report By
 JZ0768  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0768  HISTORY     - 1947     GOOD             NGS
 JZ0768
 JZ0768                          STATION DESCRIPTION
 JZ0768
 JZ0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0768'4.9 MI SW FROM NORTH COLLEGE HILL.
 JZ0768'1.15 MILES SOUTH ALONG HAMILTON AVENUE, THENCE ABOUT 3.75 MILES
 JZ0768'SOUTHWEST ALONG NORTH BEND ROAD FROM THE SCHOOL AT NORTH COLLEGE
 JZ0768'HILL, AT THE INTERSECTION OF WEST FORK ROAD, 123.5 FEET
 JZ0768'NORTHEAST OF THE CENTER LINE OF WEST FORK ROAD, 20 FEET NORTHWEST
 JZ0768'OF THE CENTER LINE OF NORTH BEND ROAD, 9 FEET NORTHEAST OF A
 JZ0768'POWER POLE, 2.8 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE PAVEMENT
 JZ0768'OF NORTH BEND ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT
 JZ0768'7 INCHES BELOW THE GROUND INSIDE AN 8-INCH TILE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1030 ***********************************************************************
 MB1030  DESIGNATION -  44
 MB1030  PID         -  MB1030
 MB1030  STATE/COUNTY-  OH/ASHTABULA
 MB1030  USGS QUAD   -  ORWELL (1994)
 MB1030
 MB1030                         *CURRENT SURVEY CONTROL
 MB1030  ___________________________________________________________________
 MB1030* NAD 83(1986)-  41 30 28.     (N)    080 52 04.     (W)     SCALED    
 MB1030* NAVD 88     -       276.893  (meters)     908.44   (feet)  ADJUSTED  
 MB1030  ___________________________________________________________________
 MB1030  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB1030  DYNAMIC HT  -         276.784 (meters)     908.08  (feet)  COMP
 MB1030  MODELED GRAV-     980,221.2   (mgal)                       NAVD 88
 MB1030
 MB1030  VERT ORDER  -  SECOND    CLASS 0
 MB1030
 MB1030.The horizontal coordinates were scaled from a topographic map and have
 MB1030.an estimated accuracy of +/- 6 seconds.
 MB1030
 MB1030.The orthometric height was determined by differential leveling
 MB1030.and adjusted by the National Geodetic Survey in June 1991..
 MB1030
 MB1030.The geoid height was determined by GEOID03.
 MB1030
 MB1030.The dynamic height is computed by dividing the NAVD 88
 MB1030.geopotential number by the normal gravity value computed on the
 MB1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1030.degrees latitude (g = 980.6199 gals.).
 MB1030
 MB1030.The modeled gravity was interpolated from observed gravity values.
 MB1030
 MB1030;                    North         East    Units  Estimated Accuracy
 MB1030;SPC OH N     -   205,730.      736,260.      MT  (+/- 180 meters Scaled)
 MB1030
 MB1030                          SUPERSEDED SURVEY CONTROL
 MB1030
 MB1030  NGVD 29 (??/??/92)  277.078  (m)          909.05   (f) ADJ UNCH    2 0
 MB1030
 MB1030.Superseded values are not recommended for survey control.
 MB1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1030.See file dsdata.txt to determine how the superseded data were derived.
 MB1030
 MB1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF110951(NAD 83)
 MB1030_MARKER: DD = SURVEY DISK
 MB1030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1030_SP_SET: CULVERT
 MB1030_STAMPING: 44 1935
 MB1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1030
 MB1030  HISTORY     - Date     Condition        Report By
 MB1030  HISTORY     - 1935     MONUMENTED       DOD
 MB1030  HISTORY     - 1950     GOOD             NGS
 MB1030  HISTORY     - 19931005 MARK NOT FOUND   OHDT
 MB1030  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 MB1030  HISTORY     - 19970702 MARK NOT FOUND   USPSQD
 MB1030
 MB1030                          STATION DESCRIPTION
 MB1030
 MB1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB1030'1.9 MI S FROM ORWELL.
 MB1030'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 45 FROM ITS
 MB1030'INTERSECTION WITH U.S. HIGHWAY 322 AT ORWELL, AT THE JUNCTION
 MB1030'WITH A SIDE ROAD EAST.  IT IS IN THE TOP OF THE NORTH HEADWALL
 MB1030'OF A CULVERT UNDER THE SIDE ROAD, 13.5 FEET EAST OF THE
 MB1030'CENTERLINE OF THE HIGHWAY, 27 FEET NORTH OF THE CENTERLINE OF THE
 MB1030'SIDE ROAD AND ABOUT LEVEL WITH THE ROADS.  A U.S. ENGINEER DEPT.
 MB1030'DISK CEMENTED IN A DRILLED HOLE.
 MB1030
 MB1030                          STATION RECOVERY (1993)
 MB1030
 MB1030'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1030'MARK NOT FOUND.
 MB1030
 MB1030                          STATION RECOVERY (1996)
 MB1030
 MB1030'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1030'MARK NOT FOUND.
 MB1030
 MB1030                          STATION RECOVERY (1997)
 MB1030
 MB1030'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0387 ***********************************************************************
 JZ0387  DESIGNATION -  44
 JZ0387  PID         -  JZ0387
 JZ0387  STATE/COUNTY-  OH/HAMILTON
 JZ0387  USGS QUAD   -  NEWPORT (1987)
 JZ0387
 JZ0387                         *CURRENT SURVEY CONTROL
 JZ0387  ___________________________________________________________________
 JZ0387* NAD 83(1986)-  39 06 09.     (N)    084 29 56.     (W)     SCALED    
 JZ0387* NAVD 88     -       150.494  (meters)     493.75   (feet)  ADJUSTED  
 JZ0387  ___________________________________________________________________
 JZ0387  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0387  DYNAMIC HT  -         150.399 (meters)     493.43  (feet)  COMP
 JZ0387  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JZ0387
 JZ0387  VERT ORDER  -  FIRST     CLASS II
 JZ0387
 JZ0387.The horizontal coordinates were scaled from a topographic map and have
 JZ0387.an estimated accuracy of +/- 6 seconds.
 JZ0387
 JZ0387.The orthometric height was determined by differential leveling
 JZ0387.and adjusted by the National Geodetic Survey in June 1991..
 JZ0387.WARNING-Repeat measurements at this control monument indicate possible
 JZ0387.vertical movement.
 JZ0387
 JZ0387.The geoid height was determined by GEOID03.
 JZ0387
 JZ0387.The dynamic height is computed by dividing the NAVD 88
 JZ0387.geopotential number by the normal gravity value computed on the
 JZ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0387.degrees latitude (g = 980.6199 gals.).
 JZ0387
 JZ0387.The modeled gravity was interpolated from observed gravity values.
 JZ0387
 JZ0387;                    North         East    Units  Estimated Accuracy
 JZ0387;SPC OH S     -   124,310.      427,120.      MT  (+/- 180 meters Scaled)
 JZ0387
 JZ0387                          SUPERSEDED SURVEY CONTROL
 JZ0387
 JZ0387  NGVD 29 (??/??/92)  150.666  (m)          494.31   (f) ADJ UNCH    1 2
 JZ0387
 JZ0387.Superseded values are not recommended for survey control.
 JZ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0387.See file dsdata.txt to determine how the superseded data were derived.
 JZ0387
 JZ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ162311(NAD 83)
 JZ0387_MARKER: R = RIVET
 JZ0387_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JZ0387_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JZ0387_STAMPING: 44
 JZ0387_MARK LOGO: OH1610
 JZ0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0387
 JZ0387  HISTORY     - Date     Condition        Report By
 JZ0387  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0387  HISTORY     - 1949     GOOD             NGS
 JZ0387  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0387
 JZ0387                          STATION DESCRIPTION
 JZ0387
 JZ0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0387'AT CINCINNATI.
 JZ0387'AT CINCINNATI, HAMILTON COUNTY, AT THE NORTH SIDE OF PEARL STREET,
 JZ0387'100 FEET EAST OF THE CENTERLINE OF EGGLESTON AVENUE, 4.6 FEET
 JZ0387'EAST OF A CROSS ON THE BASE OF A HYDRANT, 4.3 FEET WEST OF A
 JZ0387'SPIKE IN THE BASE OF A POLE, AND 1.1 FEET FROM THE CURB LINE.
 JZ0387'A CITY OF CINCINNATI BRONZE CAP, STAMPED 44 AND RIVETED ON THE
 JZ0387'TOP OF AN IRON PIPE.
 JZ0387
 JZ0387                          STATION RECOVERY (1984)
 JZ0387
 JZ0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0387'NOT RECOVERED, INTERSTATE 471 OVERPASS HAS BEEN CONSTRUCTED IN THIS
 JZ0387'AREA AND MARK BELIEVED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1390 ***********************************************************************
 KY1390  DESIGNATION -  44
 KY1390  PID         -  KY1390
 KY1390  STATE/COUNTY-  OH/TUSCARAWAS
 KY1390  USGS QUAD   -  NEW PHILADELPHIA (1994)
 KY1390
 KY1390                         *CURRENT SURVEY CONTROL
 KY1390  ___________________________________________________________________
 KY1390* NAD 83(1986)-  40 27 02.     (N)    081 24 32.     (W)     SCALED    
 KY1390* NAVD 88     -       260.580  (meters)     854.92   (feet)  ADJUSTED  
 KY1390  ___________________________________________________________________
 KY1390  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KY1390  DYNAMIC HT  -         260.451 (meters)     854.50  (feet)  COMP
 KY1390  MODELED GRAV-     980,123.3   (mgal)                       NAVD 88
 KY1390
 KY1390  VERT ORDER  -  FIRST     CLASS II
 KY1390
 KY1390.The horizontal coordinates were scaled from a topographic map and have
 KY1390.an estimated accuracy of +/- 6 seconds.
 KY1390
 KY1390.The orthometric height was determined by differential leveling
 KY1390.and adjusted by the National Geodetic Survey in June 1991..
 KY1390
 KY1390.The geoid height was determined by GEOID03.
 KY1390
 KY1390.The dynamic height is computed by dividing the NAVD 88
 KY1390.geopotential number by the normal gravity value computed on the
 KY1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1390.degrees latitude (g = 980.6199 gals.).
 KY1390
 KY1390.The modeled gravity was interpolated from observed gravity values.
 KY1390
 KY1390;                    North         East    Units  Estimated Accuracy
 KY1390;SPC OH N     -    87,630.      692,560.      MT  (+/- 180 meters Scaled)
 KY1390
 KY1390                          SUPERSEDED SURVEY CONTROL
 KY1390
 KY1390  NGVD 29 (??/??/92)  260.785  (m)          855.59   (f) ADJ UNCH    1 2
 KY1390
 KY1390.Superseded values are not recommended for survey control.
 KY1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1390.See file dsdata.txt to determine how the superseded data were derived.
 KY1390
 KY1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME653778(NAD 83)
 KY1390_MARKER: B = BOLT
 KY1390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1390_SP_SET: ABUTMENT
 KY1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1390
 KY1390  HISTORY     - Date     Condition        Report By
 KY1390  HISTORY     - UNK      MONUMENTED       BORR
 KY1390  HISTORY     - 1959     GOOD             NGS
 KY1390
 KY1390                          STATION DESCRIPTION
 KY1390
 KY1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1390'3.4 MI SE FROM NEW PHILADELPHIA.
 KY1390'3.4 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1390'THE PASSENGER STATION AT NEW PHILADELPHIA, TUSCARAWAS COUNTY,
 KY1390'ABOUT 0.5 MILE SOUTHEAST OF THE CROSSING OF STATE HIGHWAY 259,
 KY1390'AT POLE 66+26, AT BRIDGE 27 OVER A CREEK, IN THE TOP OF THE
 KY1390'STONE BACKWALL OF THE SOUTHEAST ABUTMENT, MIDWAY BETWEEN THE
 KY1390'TRACKS, AND 0.3 FOOT FROM THE NORTHWEST EDGE OF THE WALL.  A
 KY1390'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1144 ***********************************************************************
 MB1144  DESIGNATION -  440
 MB1144  PID         -  MB1144
 MB1144  STATE/COUNTY-  OH/SUMMIT
 MB1144  USGS QUAD   -  AKRON EAST (1964)
 MB1144
 MB1144                         *CURRENT SURVEY CONTROL
 MB1144  ___________________________________________________________________
 MB1144* NAD 83(1986)-  41 05 13.     (N)    081 29 19.     (W)     SCALED    
 MB1144* NAVD 88     -       293.53   (+/-2cm)     963.0    (feet)  VERTCON   
 MB1144  ___________________________________________________________________
 MB1144  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MB1144
 MB1144  VERT ORDER  -  ? (See Below)
 MB1144
 MB1144.The horizontal coordinates were scaled from a topographic map and have
 MB1144.an estimated accuracy of +/- 6 seconds.
 MB1144
 MB1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1144.The vertical order pertains to the NGVD 29 superseded value.
 MB1144
 MB1144.The geoid height was determined by GEOID03.
 MB1144
 MB1144;                    North         East    Units  Estimated Accuracy
 MB1144;SPC OH N     -   158,210.      684,970.      MT  (+/- 180 meters Scaled)
 MB1144
 MB1144                          SUPERSEDED SURVEY CONTROL
 MB1144
 MB1144  NGVD 29 (??/??/92)  293.725  (m)          963.66   (f) ADJ UNCH    ?  
 MB1144
 MB1144.Superseded values are not recommended for survey control.
 MB1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1144.See file dsdata.txt to determine how the superseded data were derived.
 MB1144
 MB1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF589485(NAD 83)
 MB1144_MARKER: B = BOLT
 MB1144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1144_SP_SET: ABUTMENT
 MB1144_MARK LOGO: BORR  
 MB1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1144
 MB1144  HISTORY     - Date     Condition        Report By
 MB1144  HISTORY     - 1903     MONUMENTED       BORR
 MB1144
 MB1144                          STATION DESCRIPTION
 MB1144
 MB1144'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
 MB1144'AT AKRON JUNCTION.
 MB1144'AT AKRON JUNCTION, SUMMIT COUNTY, AT THE BRIDGE OVER THE
 MB1144'CLEVELAND TERMINAL AND VALLEY TRACK, AND IN THE NORTH END OF THE
 MB1144'EAST ABUTMENT.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0687 ***********************************************************************
 JZ0687  DESIGNATION -  440
 JZ0687  PID         -  JZ0687
 JZ0687  STATE/COUNTY-  OH/HAMILTON
 JZ0687  USGS QUAD   -  COVINGTON (1987)
 JZ0687
 JZ0687                         *CURRENT SURVEY CONTROL
 JZ0687  ___________________________________________________________________
 JZ0687* NAD 83(1986)-  39 04 50.     (N)    084 35 26.     (W)     SCALED    
 JZ0687* NAVD 88     -       150.662  (meters)     494.30   (feet)  ADJUSTED  
 JZ0687  ___________________________________________________________________
 JZ0687  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0687  DYNAMIC HT  -         150.567 (meters)     493.99  (feet)  COMP
 JZ0687  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 JZ0687
 JZ0687  VERT ORDER  -  FIRST     CLASS II
 JZ0687
 JZ0687.The horizontal coordinates were scaled from a topographic map and have
 JZ0687.an estimated accuracy of +/- 6 seconds.
 JZ0687
 JZ0687.The orthometric height was determined by differential leveling
 JZ0687.and adjusted by the National Geodetic Survey in June 1991..
 JZ0687
 JZ0687.The geoid height was determined by GEOID03.
 JZ0687
 JZ0687.The dynamic height is computed by dividing the NAVD 88
 JZ0687.geopotential number by the normal gravity value computed on the
 JZ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0687.degrees latitude (g = 980.6199 gals.).
 JZ0687
 JZ0687.The modeled gravity was interpolated from observed gravity values.
 JZ0687
 JZ0687;                    North         East    Units  Estimated Accuracy
 JZ0687;SPC OH S     -   122,050.      419,130.      MT  (+/- 180 meters Scaled)
 JZ0687
 JZ0687                          SUPERSEDED SURVEY CONTROL
 JZ0687
 JZ0687  NGVD 29 (??/??/92)  150.841  (m)          494.88   (f) ADJ UNCH    1 2
 JZ0687
 JZ0687.Superseded values are not recommended for survey control.
 JZ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0687.See file dsdata.txt to determine how the superseded data were derived.
 JZ0687
 JZ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ084284(NAD 83)
 JZ0687_MARKER: DD = SURVEY DISK
 JZ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0687_STAMPING: 440 1947
 JZ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0687+STABILITY: SURFACE MOTION
 JZ0687
 JZ0687  HISTORY     - Date     Condition        Report By
 JZ0687  HISTORY     - 1947     MONUMENTED       OH1610
 JZ0687  HISTORY     - 1947     GOOD             NGS
 JZ0687  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0687
 JZ0687                          STATION DESCRIPTION
 JZ0687
 JZ0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0687'AT RIVER SIDE.
 JZ0687'AT RIVER SIDE, ALONG RIVER ROAD, IN THE 3500 BLOCK, 146.6 FEET
 JZ0687'EAST OF EAST CURB LINE OF MC WILLIAMS STREET, 1.6 FEET NORTH OF
 JZ0687'THE NORTH CURB OF RIVER ROAD, 35.3 FEET EAST OF THE EAST EDGE
 JZ0687'OF WALK LEADING TO HOUSE 3586, 6.0 FEET EAST OF POLE H13437, 0.4
 JZ0687'FEET SOUTH OF THE SOUTH EDGE OF SIDEWALK.  A CONCRETE POST SET
 JZ0687'FLUSH WITH GROUND.
 JZ0687
 JZ0687                          STATION RECOVERY (1986)
 JZ0687
 JZ0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0334 ***********************************************************************
 JZ0334  DESIGNATION -  442
 JZ0334  PID         -  JZ0334
 JZ0334  STATE/COUNTY-  OH/HAMILTON
 JZ0334  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0334
 JZ0334                         *CURRENT SURVEY CONTROL
 JZ0334  ___________________________________________________________________
 JZ0334* NAD 83(1986)-  39 14 11.     (N)    084 22 54.     (W)     SCALED    
 JZ0334* NAVD 88     -       264.751  (meters)     868.60   (feet)  ADJUSTED  
 JZ0334  ___________________________________________________________________
 JZ0334  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0334  DYNAMIC HT  -         264.586 (meters)     868.06  (feet)  COMP
 JZ0334  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JZ0334
 JZ0334  VERT ORDER  -  FIRST     CLASS II
 JZ0334
 JZ0334.This mark is at Cincinnati-Blue Ash Airport (ISZ)
 JZ0334
 JZ0334.The horizontal coordinates were scaled from a topographic map and have
 JZ0334.an estimated accuracy of +/- 6 seconds.
 JZ0334
 JZ0334.The orthometric height was determined by differential leveling
 JZ0334.and adjusted by the National Geodetic Survey in June 1991..
 JZ0334
 JZ0334.The geoid height was determined by GEOID03.
 JZ0334
 JZ0334.The dynamic height is computed by dividing the NAVD 88
 JZ0334.geopotential number by the normal gravity value computed on the
 JZ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0334.degrees latitude (g = 980.6199 gals.).
 JZ0334
 JZ0334.The modeled gravity was interpolated from observed gravity values.
 JZ0334
 JZ0334;                    North         East    Units  Estimated Accuracy
 JZ0334;SPC OH S     -   138,950.      437,560.      MT  (+/- 180 meters Scaled)
 JZ0334
 JZ0334                          SUPERSEDED SURVEY CONTROL
 JZ0334
 JZ0334  NGVD 29 (??/??/92)  264.927  (m)          869.18   (f) ADJ UNCH    1 2
 JZ0334
 JZ0334.Superseded values are not recommended for survey control.
 JZ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0334.See file dsdata.txt to determine how the superseded data were derived.
 JZ0334
 JZ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ259462(NAD 83)
 JZ0334_MARKER: DB = BENCH MARK DISK
 JZ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0334_STAMPING: 442
 JZ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0334+STABILITY: SURFACE MOTION
 JZ0334
 JZ0334  HISTORY     - Date     Condition        Report By
 JZ0334  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0334  HISTORY     - 1947     GOOD             NGS
 JZ0334
 JZ0334                          STATION DESCRIPTION
 JZ0334
 JZ0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0334'AT BLUE ASH.
 JZ0334'AT BLUE ASH, HAMILTON COUNTY, AT THE PARKS WATSON AIRPORT, IN THE
 JZ0334'SOUTHEAST CORNER OF THE PARKING LOT, 72.5 FEET EAST OF THE
 JZ0334'SOUTHEAST CORNER OF A SMALL REFRESHMENT STAND, 56.3 FEET NORTHEAST
 JZ0334'OF THE CENTERLINE OF COOPER ROAD, 15.0 FEET WEST OF THE SOUTH
 JZ0334'END OF THE EAST BOUNDARY FENCE OF THE PARKING LOT, AND ABOUT ONE
 JZ0334'FOOT BELOW THE ROAD.  A CITY OF CINCINNATI STANDARD DISK, STAMPED
 JZ0334'442 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0086 ***********************************************************************
 JZ0086  DESIGNATION -  442
 JZ0086  PID         -  JZ0086
 JZ0086  STATE/COUNTY-  OH/MONTGOMERY
 JZ0086  USGS QUAD   -  FRANKLIN (1992)
 JZ0086
 JZ0086                         *CURRENT SURVEY CONTROL
 JZ0086  ___________________________________________________________________
 JZ0086* NAD 83(1986)-  39 37 06.     (N)    084 17 28.     (W)     SCALED    
 JZ0086* NAVD 88     -       214.134  (meters)     702.54   (feet)  ADJUSTED  
 JZ0086  ___________________________________________________________________
 JZ0086  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JZ0086  DYNAMIC HT  -         214.011 (meters)     702.13  (feet)  COMP
 JZ0086  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 JZ0086
 JZ0086  VERT ORDER  -  FIRST     CLASS II
 JZ0086
 JZ0086.The horizontal coordinates were scaled from a topographic map and have
 JZ0086.an estimated accuracy of +/- 6 seconds.
 JZ0086
 JZ0086.The orthometric height was determined by differential leveling
 JZ0086.and adjusted by the National Geodetic Survey in June 1991..
 JZ0086
 JZ0086.The geoid height was determined by GEOID03.
 JZ0086
 JZ0086.The dynamic height is computed by dividing the NAVD 88
 JZ0086.geopotential number by the normal gravity value computed on the
 JZ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0086.degrees latitude (g = 980.6199 gals.).
 JZ0086
 JZ0086.The modeled gravity was interpolated from observed gravity values.
 JZ0086
 JZ0086;                    North         East    Units  Estimated Accuracy
 JZ0086;SPC OH S     -   181,180.      446,220.      MT  (+/- 180 meters Scaled)
 JZ0086
 JZ0086                          SUPERSEDED SURVEY CONTROL
 JZ0086
 JZ0086  NGVD 29 (??/??/92)  214.322  (m)          703.15   (f) ADJ UNCH    1 2
 JZ0086
 JZ0086.Superseded values are not recommended for survey control.
 JZ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0086.See file dsdata.txt to determine how the superseded data were derived.
 JZ0086
 JZ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ325889(NAD 83)
 JZ0086_MARKER: DD = SURVEY DISK
 JZ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0086_STAMPING: 442
 JZ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0086+STABILITY: SURFACE MOTION
 JZ0086
 JZ0086  HISTORY     - Date     Condition        Report By
 JZ0086  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0086  HISTORY     - 1947     GOOD             NGS
 JZ0086  HISTORY     - 20041015 MARK NOT FOUND   INDIV
 JZ0086
 JZ0086                          STATION DESCRIPTION
 JZ0086
 JZ0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0086'1.5 MI S FROM MIAMISBURG.
 JZ0086'1.5 MILES SOUTH ALONG U.S. HIGHWAY 25 FROM THE INTERSECTION OF
 JZ0086'LINDEN AVENUE AT MIAMISBURG, ABOUT 0.2 MILE SOUTH OF THE
 JZ0086'OVERPASS OF THE NEW YORK CENTRAL RAILROAD, AT THE JUNCTION OF
 JZ0086'BENNER ROAD LEADING NORTHEAST, 25.5 FEET SOUTHWEST OF THE CENTER
 JZ0086'LINE OF THE HIGHWAY, 68 FEET SOUTHEAST OF THE PROLONGED CENTER
 JZ0086'LINE OF BENNER ROAD, 56 FEET EAST OF THE SOUTHEAST CORNER OF
 JZ0086'A 2-STORY FARM HOUSE, 11.3 FEET NORTHEAST OF A POWER AND TELEPHONE
 JZ0086'POLE, 4.3 FEET NORTHWEST OF THE NORTHWEST END POST OF A GUARD
 JZ0086'RAIL, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST AND SET IN
 JZ0086'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ0086
 JZ0086                          STATION RECOVERY (2004)
 JZ0086
 JZ0086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0332 ***********************************************************************
 JZ0332  DESIGNATION -  443
 JZ0332  PID         -  JZ0332
 JZ0332  STATE/COUNTY-  OH/HAMILTON
 JZ0332  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0332
 JZ0332                         *CURRENT SURVEY CONTROL
 JZ0332  ___________________________________________________________________
 JZ0332* NAD 83(1986)-  39 13 55.     (N)    084 22 43.     (W)     SCALED    
 JZ0332* NAVD 88     -       258.851  (meters)     849.25   (feet)  ADJUSTED  
 JZ0332  ___________________________________________________________________
 JZ0332  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0332  DYNAMIC HT  -         258.689 (meters)     848.72  (feet)  COMP
 JZ0332  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JZ0332
 JZ0332  VERT ORDER  -  FIRST     CLASS II
 JZ0332
 JZ0332.The horizontal coordinates were scaled from a topographic map and have
 JZ0332.an estimated accuracy of +/- 6 seconds.
 JZ0332
 JZ0332.The orthometric height was determined by differential leveling
 JZ0332.and adjusted by the National Geodetic Survey in June 1991..
 JZ0332
 JZ0332.The geoid height was determined by GEOID03.
 JZ0332
 JZ0332.The dynamic height is computed by dividing the NAVD 88
 JZ0332.geopotential number by the normal gravity value computed on the
 JZ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0332.degrees latitude (g = 980.6199 gals.).
 JZ0332
 JZ0332.The modeled gravity was interpolated from observed gravity values.
 JZ0332
 JZ0332;                    North         East    Units  Estimated Accuracy
 JZ0332;SPC OH S     -   138,450.      437,820.      MT  (+/- 180 meters Scaled)
 JZ0332
 JZ0332                          SUPERSEDED SURVEY CONTROL
 JZ0332
 JZ0332  NGVD 29 (??/??/92)  259.026  (m)          849.82   (f) ADJ UNCH    1 2
 JZ0332
 JZ0332.Superseded values are not recommended for survey control.
 JZ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0332.See file dsdata.txt to determine how the superseded data were derived.
 JZ0332
 JZ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ262457(NAD 83)
 JZ0332_MARKER: DB = BENCH MARK DISK
 JZ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0332_STAMPING: 443
 JZ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0332+STABILITY: SURFACE MOTION
 JZ0332
 JZ0332  HISTORY     - Date     Condition        Report By
 JZ0332  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0332  HISTORY     - 1947     GOOD             NGS
 JZ0332
 JZ0332                          STATION DESCRIPTION
 JZ0332
 JZ0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0332'AT BLUE ASH.
 JZ0332'AT BLUE ASH, HAMILTON COUNTY, IN THE SOUTHEAST CORNER OF THE
 JZ0332'JUNCTION OF COOPER ROAD AND BLUE ASH AVENUE, 55.0 FEET EAST OF
 JZ0332'THE CENTERLINE OF BLUE ASH AVENUE, 17.5 FEET SOUTH OF THE
 JZ0332'CENTERLINE OF COOPER ROAD, AND LEVEL WITH COOPER ROAD.  A
 JZ0332'STANDARD CITY OF CINCINNATI STANDARD DISK, STAMPED 443 AND SET
 JZ0332'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0338 ***********************************************************************
 JZ0338  DESIGNATION -  444
 JZ0338  PID         -  JZ0338
 JZ0338  STATE/COUNTY-  OH/HAMILTON
 JZ0338  USGS QUAD   -  GLENDALE (1987)
 JZ0338
 JZ0338                         *CURRENT SURVEY CONTROL
 JZ0338  ___________________________________________________________________
 JZ0338* NAD 83(1986)-  39 15 02.     (N)    084 22 35.     (W)     SCALED    
 JZ0338* NAVD 88     -       251.518  (meters)     825.19   (feet)  ADJUSTED  
 JZ0338  ___________________________________________________________________
 JZ0338  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ0338  DYNAMIC HT  -         251.362 (meters)     824.68  (feet)  COMP
 JZ0338  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 JZ0338
 JZ0338  VERT ORDER  -  FIRST     CLASS II
 JZ0338
 JZ0338.The horizontal coordinates were scaled from a topographic map and have
 JZ0338.an estimated accuracy of +/- 6 seconds.
 JZ0338
 JZ0338.The orthometric height was determined by differential leveling
 JZ0338.and adjusted by the National Geodetic Survey in June 1991..
 JZ0338
 JZ0338.The geoid height was determined by GEOID03.
 JZ0338
 JZ0338.The dynamic height is computed by dividing the NAVD 88
 JZ0338.geopotential number by the normal gravity value computed on the
 JZ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0338.degrees latitude (g = 980.6199 gals.).
 JZ0338
 JZ0338.The modeled gravity was interpolated from observed gravity values.
 JZ0338
 JZ0338;                    North         East    Units  Estimated Accuracy
 JZ0338;SPC OH S     -   140,510.      438,050.      MT  (+/- 180 meters Scaled)
 JZ0338
 JZ0338                          SUPERSEDED SURVEY CONTROL
 JZ0338
 JZ0338  NGVD 29 (??/??/92)  251.694  (m)          825.77   (f) ADJ UNCH    1 2
 JZ0338
 JZ0338.Superseded values are not recommended for survey control.
 JZ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0338.See file dsdata.txt to determine how the superseded data were derived.
 JZ0338
 JZ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ263478(NAD 83)
 JZ0338_MARKER: DD = SURVEY DISK
 JZ0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0338_SP_SET: CULVERT
 JZ0338_STAMPING: 444
 JZ0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0338
 JZ0338  HISTORY     - Date     Condition        Report By
 JZ0338  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0338  HISTORY     - 1947     GOOD             NGS
 JZ0338
 JZ0338                          STATION DESCRIPTION
 JZ0338
 JZ0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0338'AT BLUE ASH.
 JZ0338'AT BLUE ASH, HAMILTON COUNTY, ON THE CINCINNATI, LEBANON AND
 JZ0338'NORTHERN RAILROAD, AT THE GLENDALE-MILDORD ROAD CROSSING, IN THE
 JZ0338'SOUTHEAST CORNER, IN THE TOP OF THE SOUTH HEADWALL OF A 12-INCH
 JZ0338'CULVERT 30-1/2, 19.0 FEET SOUTH OF THE CENTERLINE OF GLENDALE-MILDORD
 JZ0338'ROAD, 5.1 FEET EAST OF THE EAST RAIL AND LEVEL WITH THE TRACK.
 JZ0338'A CITY OF CINCINNATI STANDARD DISK, STAMPED 444.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0340 ***********************************************************************
 JZ0340  DESIGNATION -  445
 JZ0340  PID         -  JZ0340
 JZ0340  STATE/COUNTY-  OH/HAMILTON
 JZ0340  USGS QUAD   -  GLENDALE (1987)
 JZ0340
 JZ0340                         *CURRENT SURVEY CONTROL
 JZ0340  ___________________________________________________________________
 JZ0340* NAD 83(1986)-  39 15 11.     (N)    084 23 41.     (W)     SCALED    
 JZ0340* NAVD 88     -       261.305  (meters)     857.30   (feet)  ADJUSTED  
 JZ0340  ___________________________________________________________________
 JZ0340  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ0340  DYNAMIC HT  -         261.144 (meters)     856.77  (feet)  COMP
 JZ0340  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 JZ0340
 JZ0340  VERT ORDER  -  FIRST     CLASS II
 JZ0340
 JZ0340.The horizontal coordinates were scaled from a topographic map and have
 JZ0340.an estimated accuracy of +/- 6 seconds.
 JZ0340
 JZ0340.The orthometric height was determined by differential leveling
 JZ0340.and adjusted by the National Geodetic Survey in June 1991..
 JZ0340
 JZ0340.The geoid height was determined by GEOID03.
 JZ0340
 JZ0340.The dynamic height is computed by dividing the NAVD 88
 JZ0340.geopotential number by the normal gravity value computed on the
 JZ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0340.degrees latitude (g = 980.6199 gals.).
 JZ0340
 JZ0340.The modeled gravity was interpolated from observed gravity values.
 JZ0340
 JZ0340;                    North         East    Units  Estimated Accuracy
 JZ0340;SPC OH S     -   140,820.      436,480.      MT  (+/- 180 meters Scaled)
 JZ0340
 JZ0340                          SUPERSEDED SURVEY CONTROL
 JZ0340
 JZ0340  NGVD 29 (??/??/92)  261.483  (m)          857.88   (f) ADJ UNCH    1 2
 JZ0340
 JZ0340.Superseded values are not recommended for survey control.
 JZ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0340.See file dsdata.txt to determine how the superseded data were derived.
 JZ0340
 JZ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ248480(NAD 83)
 JZ0340_MARKER: DD = SURVEY DISK
 JZ0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0340_SP_SET: CULVERT
 JZ0340_STAMPING: 445
 JZ0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0340
 JZ0340  HISTORY     - Date     Condition        Report By
 JZ0340  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0340  HISTORY     - 1947     GOOD             NGS
 JZ0340
 JZ0340                          STATION DESCRIPTION
 JZ0340
 JZ0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0340'AT BLUE ASH.
 JZ0340'AT BLUE ASH, HAMILTON COUNTY, IN THE NORTHEAST CORNER OF THE
 JZ0340'INTERSECTION OF GLENDALE-MILDORD ROAD AND PLAINFIELD ROAD, IN THE
 JZ0340'NORTHEAST WINGWALL OF CULVERT 26, 27.4 FEET NORTH OF THE CENTERLINE
 JZ0340'OF GLENDALE-MILDORD ROAD, 23.5 FEET EAST OF THE CENTERLINE OF
 JZ0340'PLAINFIELD ROAD, AND ABOUT ONE FOOT ABOVE THE LEVEL OF THE ROAD.
 JZ0340'A CITY OF CINCINNATI STANDARD DISK STAMPED 445.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1031 ***********************************************************************
 MB1031  DESIGNATION -  45
 MB1031  PID         -  MB1031
 MB1031  STATE/COUNTY-  OH/ASHTABULA
 MB1031  USGS QUAD   -  ORWELL (1994)
 MB1031
 MB1031                         *CURRENT SURVEY CONTROL
 MB1031  ___________________________________________________________________
 MB1031* NAD 83(1986)-  41 31 16.     (N)    080 52 04.     (W)     SCALED    
 MB1031* NAVD 88     -       275.449  (meters)     903.70   (feet)  ADJUSTED  
 MB1031  ___________________________________________________________________
 MB1031  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB1031  DYNAMIC HT  -         275.341 (meters)     903.35  (feet)  COMP
 MB1031  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 MB1031
 MB1031  VERT ORDER  -  SECOND    CLASS 0
 MB1031
 MB1031.The horizontal coordinates were scaled from a topographic map and have
 MB1031.an estimated accuracy of +/- 6 seconds.
 MB1031
 MB1031.The orthometric height was determined by differential leveling
 MB1031.and adjusted by the National Geodetic Survey in June 1991..
 MB1031
 MB1031.The geoid height was determined by GEOID03.
 MB1031
 MB1031.The dynamic height is computed by dividing the NAVD 88
 MB1031.geopotential number by the normal gravity value computed on the
 MB1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1031.degrees latitude (g = 980.6199 gals.).
 MB1031
 MB1031.The modeled gravity was interpolated from observed gravity values.
 MB1031
 MB1031;                    North         East    Units  Estimated Accuracy
 MB1031;SPC OH N     -   207,210.      736,230.      MT  (+/- 180 meters Scaled)
 MB1031
 MB1031                          SUPERSEDED SURVEY CONTROL
 MB1031
 MB1031  NGVD 29 (??/??/92)  275.634  (m)          904.31   (f) ADJ UNCH    2 0
 MB1031
 MB1031.Superseded values are not recommended for survey control.
 MB1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1031.See file dsdata.txt to determine how the superseded data were derived.
 MB1031
 MB1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF110966(NAD 83)
 MB1031_MARKER: DD = SURVEY DISK
 MB1031_SETTING: 0 = UNSPECIFIED SETTING
 MB1031_STAMPING: 45 1935
 MB1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1031
 MB1031  HISTORY     - Date     Condition        Report By
 MB1031  HISTORY     - 1935     MONUMENTED       DOD
 MB1031  HISTORY     - 1950     GOOD             NGS
 MB1031  HISTORY     - 19931005 MARK NOT FOUND   OHDT
 MB1031  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 MB1031  HISTORY     - 19970702 MARK NOT FOUND   USPSQD
 MB1031
 MB1031                          STATION DESCRIPTION
 MB1031
 MB1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB1031'1 MI S FROM ORWELL.
 MB1031'ABOUT 1 MILE SOUTH ALONG STATE HIGHWAY 45 FROM ITS INTERSECTION
 MB1031'WITH U.S. HIGHWAY 322 AT ORWELL, AT THE JUNCTION WITH A GRAVEL
 MB1031'ROAD LEADING EAST.  IT IS 13.5 FEET EAST OF THE CENTERLINE OF
 MB1031'THE HIGHWAY, 28.5 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL
 MB1031'ROAD AND IS ABOUT LEVEL WITH THE ROADS.  A U.S. ENGINEER DEPT.
 MB1031'DISK CEMENTED IN A DRILLED HOLE.
 MB1031
 MB1031                          STATION RECOVERY (1993)
 MB1031
 MB1031'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993
 MB1031'MARK NOT FOUND.
 MB1031
 MB1031                          STATION RECOVERY (1996)
 MB1031
 MB1031'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1031'MARK NOT FOUND.
 MB1031
 MB1031                          STATION RECOVERY (1997)
 MB1031
 MB1031'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0341 ***********************************************************************
 JZ0341  DESIGNATION -  452
 JZ0341  PID         -  JZ0341
 JZ0341  STATE/COUNTY-  OH/HAMILTON
 JZ0341  USGS QUAD   -  MASON (1965)
 JZ0341
 JZ0341                         *CURRENT SURVEY CONTROL
 JZ0341  ___________________________________________________________________
 JZ0341* NAD 83(1986)-  39 15 50.     (N)    084 22 01.     (W)     SCALED    
 JZ0341* NAVD 88     -       252.472  (meters)     828.32   (feet)  ADJUSTED  
 JZ0341  ___________________________________________________________________
 JZ0341  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ0341  DYNAMIC HT  -         252.316 (meters)     827.81  (feet)  COMP
 JZ0341  MODELED GRAV-     980,002.2   (mgal)                       NAVD 88
 JZ0341
 JZ0341  VERT ORDER  -  FIRST     CLASS II
 JZ0341
 JZ0341.The horizontal coordinates were scaled from a topographic map and have
 JZ0341.an estimated accuracy of +/- 6 seconds.
 JZ0341
 JZ0341.The orthometric height was determined by differential leveling
 JZ0341.and adjusted by the National Geodetic Survey in June 1991..
 JZ0341
 JZ0341.The geoid height was determined by GEOID03.
 JZ0341
 JZ0341.The dynamic height is computed by dividing the NAVD 88
 JZ0341.geopotential number by the normal gravity value computed on the
 JZ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0341.degrees latitude (g = 980.6199 gals.).
 JZ0341
 JZ0341.The modeled gravity was interpolated from observed gravity values.
 JZ0341
 JZ0341;                    North         East    Units  Estimated Accuracy
 JZ0341;SPC OH S     -   141,970.      438,900.      MT  (+/- 180 meters Scaled)
 JZ0341
 JZ0341                          SUPERSEDED SURVEY CONTROL
 JZ0341
 JZ0341  NGVD 29 (??/??/92)  252.649  (m)          828.90   (f) ADJ UNCH    1 2
 JZ0341
 JZ0341.Superseded values are not recommended for survey control.
 JZ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0341.See file dsdata.txt to determine how the superseded data were derived.
 JZ0341
 JZ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ271493(NAD 83)
 JZ0341_MARKER: DD = SURVEY DISK
 JZ0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0341_SP_SET: CULVERT
 JZ0341_STAMPING: 452
 JZ0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0341
 JZ0341  HISTORY     - Date     Condition        Report By
 JZ0341  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0341  HISTORY     - 1947     GOOD             NGS
 JZ0341
 JZ0341                          STATION DESCRIPTION
 JZ0341
 JZ0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0341'0.6 MI NE FROM BLUE ASH.
 JZ0341'0.6 MILE NORTHEAST ALONG THE CINCINNATI, LEBANON AND NORTHERN
 JZ0341'RAILROAD FROM KENWOOD ROAD, AT BLUE ASH, HAMILTON COUNTY, IN THE
 JZ0341'TOP OF THE EAST WINGWALL OF CULVERT 41, 4.7 FEET EAST OF THE
 JZ0341'EAST RAIL, 1.4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 JZ0341'WINGWALL, AND 1.5 FEET BELOW THE LEVEL OF THE TRACK.  A CITY OF
 JZ0341'CINCINNATI STANDARD DISK, STAMPED 452.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1721 ***********************************************************************
 KY1721  DESIGNATION -  459
 KY1721  PID         -  KY1721
 KY1721  STATE/COUNTY-  OH/WAYNE
 KY1721  USGS QUAD   -  RITTMAN (1994)
 KY1721
 KY1721                         *CURRENT SURVEY CONTROL
 KY1721  ___________________________________________________________________
 KY1721* NAD 83(1986)-  40 57 46.     (N)    081 48 35.     (W)     SCALED    
 KY1721* NAVD 88     -       295.098  (meters)     968.17   (feet)  ADJUSTED  
 KY1721  ___________________________________________________________________
 KY1721  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KY1721  DYNAMIC HT  -         294.969 (meters)     967.74  (feet)  COMP
 KY1721  MODELED GRAV-     980,177.3   (mgal)                       NAVD 88
 KY1721
 KY1721  VERT ORDER  -  FIRST     CLASS I
 KY1721
 KY1721.The horizontal coordinates were scaled from a topographic map and have
 KY1721.an estimated accuracy of +/- 6 seconds.
 KY1721
 KY1721.The orthometric height was determined by differential leveling
 KY1721.and adjusted by the National Geodetic Survey in June 1991..
 KY1721
 KY1721.The geoid height was determined by GEOID03.
 KY1721
 KY1721.The dynamic height is computed by dividing the NAVD 88
 KY1721.geopotential number by the normal gravity value computed on the
 KY1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1721.degrees latitude (g = 980.6199 gals.).
 KY1721
 KY1721.The modeled gravity was interpolated from observed gravity values.
 KY1721
 KY1721;                    North         East    Units  Estimated Accuracy
 KY1721;SPC OH N     -   144,160.      658,110.      MT  (+/- 180 meters Scaled)
 KY1721
 KY1721                          SUPERSEDED SURVEY CONTROL
 KY1721
 KY1721  NGVD 29 (??/??/92)  295.305  (m)          968.85   (f) ADJ UNCH    1 1
 KY1721
 KY1721.Superseded values are not recommended for survey control.
 KY1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1721.See file dsdata.txt to determine how the superseded data were derived.
 KY1721
 KY1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF318349(NAD 83)
 KY1721_MARKER: B = BOLT
 KY1721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1721_SP_SET: ABUTMENT
 KY1721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1721
 KY1721  HISTORY     - Date     Condition        Report By
 KY1721  HISTORY     - UNK      MONUMENTED       BORR
 KY1721  HISTORY     - 1967     GOOD             NGS
 KY1721  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KY1721
 KY1721                          STATION DESCRIPTION
 KY1721
 KY1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1721'1.6 MI W FROM RITTMAN.
 KY1721'ABOUT 1.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1721'THE STATION AT RITTMAN, IN SECTION 10, R 12 W, T 18 N, ABOUT
 KY1721'0.15 MILE WEST OF A DIRT ROAD CROSSING, NEAR MILEPOLE 153-19,
 KY1721'SET ON THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE
 KY1721'BRIDGE OVER TOMMY RUN, 12.2 FEET NORTH OF THE NORTH RAIL OF THE
 KY1721'WESTBOUND TRACK, AND 4 FEET BELOW THE LEVEL OF THE TRACK.
 KY1721
 KY1721                          STATION RECOVERY (1987)
 KY1721
 KY1721'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1727 ***********************************************************************
 KY1727  DESIGNATION -  461
 KY1727  PID         -  KY1727
 KY1727  STATE/COUNTY-  OH/WAYNE
 KY1727  USGS QUAD   -  RITTMAN (1994)
 KY1727
 KY1727                         *CURRENT SURVEY CONTROL
 KY1727  ___________________________________________________________________
 KY1727* NAD 83(1986)-  40 58 07.     (N)    081 50 42.     (W)     SCALED    
 KY1727* NAVD 88     -       295.627  (meters)     969.90   (feet)  ADJUSTED  
 KY1727  ___________________________________________________________________
 KY1727  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KY1727  DYNAMIC HT  -         295.496 (meters)     969.47  (feet)  COMP
 KY1727  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 KY1727
 KY1727  VERT ORDER  -  FIRST     CLASS I
 KY1727
 KY1727.The horizontal coordinates were scaled from a topographic map and have
 KY1727.an estimated accuracy of +/- 6 seconds.
 KY1727
 KY1727.The orthometric height was determined by differential leveling
 KY1727.and adjusted by the National Geodetic Survey in June 1991..
 KY1727.WARNING-Repeat measurements at this control monument indicate possible
 KY1727.vertical movement.
 KY1727
 KY1727.The geoid height was determined by GEOID03.
 KY1727
 KY1727.The dynamic height is computed by dividing the NAVD 88
 KY1727.geopotential number by the normal gravity value computed on the
 KY1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1727.degrees latitude (g = 980.6199 gals.).
 KY1727
 KY1727.The modeled gravity was interpolated from observed gravity values.
 KY1727
 KY1727;                    North         East    Units  Estimated Accuracy
 KY1727;SPC OH N     -   144,780.      655,130.      MT  (+/- 180 meters Scaled)
 KY1727
 KY1727                          SUPERSEDED SURVEY CONTROL
 KY1727
 KY1727  NGVD 29 (??/??/92)  295.834  (m)          970.58   (f) ADJ UNCH    1 1
 KY1727
 KY1727.Superseded values are not recommended for survey control.
 KY1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1727.See file dsdata.txt to determine how the superseded data were derived.
 KY1727
 KY1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF289356(NAD 83)
 KY1727_MARKER: X = CHISELED CROSS
 KY1727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1727_SP_SET: RAIL
 KY1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1727
 KY1727  HISTORY     - Date     Condition        Report By
 KY1727  HISTORY     - UNK      MONUMENTED       BORR
 KY1727  HISTORY     - 1967     GOOD             NGS
 KY1727
 KY1727                          STATION DESCRIPTION
 KY1727
 KY1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1727'AT STERLING.
 KY1727'AT STERLING, ALONG THE BALTIMORE AND OHIO RAILROAD, IN SECTION 8,
 KY1727'R 12 W, T 18 N, ABOUT 0.45 MILE SOUTHEAST ALONG THE B AND O RR
 KY1727'FROM THE CROSSING OF COUNTY ROAD NO. 60, 63 FEET EAST OF MILEPOLE
 KY1727'155-17, 90 FEET WEST OF AND ACROSS THE TRACK FROM A SEMAPHORE,
 KY1727'7.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND MAIN
 KY1727'TRACK, 6.9 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 KY1727'ONE OF TWO SIDETRACKS, A 1 1/2 INCH CROSS CUT ON THE TOP OF THE
 KY1727'SOUTHWEST EDGE OF A VERTICAL STEEL RAIL WHICH PROJECTS 0.3
 KY1727'FOOT ABOVE THE LEVEL OF THE GROUND AND 1 1/2 FEET BELOW LEVEL
 KY1727'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1734 ***********************************************************************
 KY1734  DESIGNATION -  464
 KY1734  PID         -  KY1734
 KY1734  STATE/COUNTY-  OH/WAYNE
 KY1734  USGS QUAD   -  CRESTON (1994)
 KY1734
 KY1734                         *CURRENT SURVEY CONTROL
 KY1734  ___________________________________________________________________
 KY1734* NAD 83(1986)-  40 59 11.     (N)    081 53 50.     (W)     SCALED    
 KY1734* NAVD 88     -       300.596  (meters)     986.21   (feet)  ADJUSTED  
 KY1734  ___________________________________________________________________
 KY1734  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KY1734  DYNAMIC HT  -         300.462 (meters)     985.77  (feet)  COMP
 KY1734  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 KY1734
 KY1734  VERT ORDER  -  FIRST     CLASS I
 KY1734
 KY1734.The horizontal coordinates were scaled from a topographic map and have
 KY1734.an estimated accuracy of +/- 6 seconds.
 KY1734
 KY1734.The orthometric height was determined by differential leveling
 KY1734.and adjusted by the National Geodetic Survey in June 1991..
 KY1734
 KY1734.The geoid height was determined by GEOID03.
 KY1734
 KY1734.The dynamic height is computed by dividing the NAVD 88
 KY1734.geopotential number by the normal gravity value computed on the
 KY1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1734.degrees latitude (g = 980.6199 gals.).
 KY1734
 KY1734.The modeled gravity was interpolated from observed gravity values.
 KY1734
 KY1734;                    North         East    Units  Estimated Accuracy
 KY1734;SPC OH N     -   146,730.      650,720.      MT  (+/- 180 meters Scaled)
 KY1734
 KY1734                          SUPERSEDED SURVEY CONTROL
 KY1734
 KY1734  NGVD 29 (??/??/92)  300.805  (m)          986.89   (f) ADJ UNCH    1 1
 KY1734
 KY1734.Superseded values are not recommended for survey control.
 KY1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1734.See file dsdata.txt to determine how the superseded data were derived.
 KY1734
 KY1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF245376(NAD 83)
 KY1734_MARKER: X = CHISELED CROSS
 KY1734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1734_SP_SET: RAIL
 KY1734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1734
 KY1734  HISTORY     - Date     Condition        Report By
 KY1734  HISTORY     - UNK      MONUMENTED       BORR
 KY1734  HISTORY     - 1967     GOOD             NGS
 KY1734
 KY1734                          STATION DESCRIPTION
 KY1734
 KY1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1734'AT CRESTON.
 KY1734'AT CRESTON, ABOUT 0.2 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO
 KY1734'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 3, IN SECTION 1,
 KY1734'R 13 W, T 18 N, ABOUT 7 1/2 RAILS SOUTHEAST OF THE CROSSING OF
 KY1734'BURBANK STREET, 70 1/2 FEET WEST OF AND ACROSS THE TRACK FROM
 KY1734'MILEAGE POLE 158-14, 82 FEET SOUTHEAST OF THE SOUTHWEST END OF
 KY1734'A 24-INCH PIPE CULVERT WITH A STONE HEAD WALL UNDER THE TRACKS,
 KY1734'13 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND TRACK,
 KY1734'THE TOP POINT OF A CROSS IN RAIL AND 2 FEET BELOW THE LEVEL OF
 KY1734'THE TRACK.  NOTE-- THE RAIL IS LEANING SLIGHTLY TO THE SOUTHEAST
 KY1734'AND THE POINT USED IS ON THE NORTH CORNER OF THE PORTION OF THE
 KY1734'RAIL WITH THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0163 ***********************************************************************
 JZ0163  DESIGNATION -  467
 JZ0163  PID         -  JZ0163
 JZ0163  STATE/COUNTY-  OH/MONTGOMERY
 JZ0163  USGS QUAD   -  MIDDLETOWN (1981)
 JZ0163
 JZ0163                         *CURRENT SURVEY CONTROL
 JZ0163  ___________________________________________________________________
 JZ0163* NAD 83(1986)-  39 36 04.     (N)    084 22 54.     (W)     SCALED    
 JZ0163* NAVD 88     -       236.552  (meters)     776.09   (feet)  ADJUSTED  
 JZ0163  ___________________________________________________________________
 JZ0163  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JZ0163  DYNAMIC HT  -         236.415 (meters)     775.64  (feet)  COMP
 JZ0163  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 JZ0163
 JZ0163  VERT ORDER  -  SECOND    CLASS 0
 JZ0163
 JZ0163.The horizontal coordinates were scaled from a topographic map and have
 JZ0163.an estimated accuracy of +/- 6 seconds.
 JZ0163
 JZ0163.The orthometric height was determined by differential leveling
 JZ0163.and adjusted by the National Geodetic Survey in June 1991..
 JZ0163
 JZ0163.The geoid height was determined by GEOID03.
 JZ0163
 JZ0163.The dynamic height is computed by dividing the NAVD 88
 JZ0163.geopotential number by the normal gravity value computed on the
 JZ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0163.degrees latitude (g = 980.6199 gals.).
 JZ0163
 JZ0163.The modeled gravity was interpolated from observed gravity values.
 JZ0163
 JZ0163;                    North         East    Units  Estimated Accuracy
 JZ0163;SPC OH S     -   179,430.      438,410.      MT  (+/- 180 meters Scaled)
 JZ0163
 JZ0163                          SUPERSEDED SURVEY CONTROL
 JZ0163
 JZ0163  NGVD 29 (??/??/92)  236.732  (m)          776.68   (f) ADJ UNCH    2 0
 JZ0163
 JZ0163.Superseded values are not recommended for survey control.
 JZ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0163.See file dsdata.txt to determine how the superseded data were derived.
 JZ0163
 JZ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ248867(NAD 83)
 JZ0163_MARKER: DD = SURVEY DISK
 JZ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0163_STAMPING: 467
 JZ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0163+STABILITY: SURFACE MOTION
 JZ0163
 JZ0163  HISTORY     - Date     Condition        Report By
 JZ0163  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0163  HISTORY     - 1947     GOOD             NGS
 JZ0163  HISTORY     - 20041122 MARK NOT FOUND   INDIV
 JZ0163
 JZ0163                          STATION DESCRIPTION
 JZ0163
 JZ0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0163'2.2 MI S FROM GERMANTOWN.
 JZ0163'2.15 MILES SOUTH ALONG STATE HIGHWAY 4 FROM ITS JUNCTION WITH
 JZ0163'STATE HIGHWAY 725-WEST TO GERMANTOWN, ABOUT 0.9 MILE NORTH OF THE
 JZ0163'MONTGOMERY-BUTLER COUNTY LINE, AT THE T JUNCTION OF FRIEND ROAD
 JZ0163'LEADING WEST, 31 FEET NORTHWEST OF THE CENTER LINE OF THE
 JZ0163'HIGHWAY, 40 FEET SOUTH OF THE CENTER LINE OF FRIEND ROAD, 10.5
 JZ0163'FEET NORTHWEST OF A TELEPHONE POLE, 34 FEET EAST-SOUTHEAST OF
 JZ0163'POWER POLE NO. 132637, 7 FEET NORTHWEST OF A ROAD IDENTIFICATION
 JZ0163'SIGN, 1.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1.5
 JZ0163'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ0163'PROJECTING 8 INCHES.
 JZ0163
 JZ0163                          STATION RECOVERY (2004)
 JZ0163
 JZ0163'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1032 ***********************************************************************
 MB1032  DESIGNATION -  47
 MB1032  PID         -  MB1032
 MB1032  STATE/COUNTY-  OH/ASHTABULA
 MB1032  USGS QUAD   -  ORWELL (1994)
 MB1032
 MB1032                         *CURRENT SURVEY CONTROL
 MB1032  ___________________________________________________________________
 MB1032* NAD 83(1986)-  41 32 06.     (N)    080 52 04.     (W)     SCALED    
 MB1032* NAVD 88     -       272.046  (meters)     892.54   (feet)  ADJUSTED  
 MB1032  ___________________________________________________________________
 MB1032  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 MB1032  DYNAMIC HT  -         271.939 (meters)     892.19  (feet)  COMP
 MB1032  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 MB1032
 MB1032  VERT ORDER  -  SECOND    CLASS 0
 MB1032
 MB1032.The horizontal coordinates were scaled from a topographic map and have
 MB1032.an estimated accuracy of +/- 6 seconds.
 MB1032
 MB1032.The orthometric height was determined by differential leveling
 MB1032.and adjusted by the National Geodetic Survey in June 1991..
 MB1032
 MB1032.The geoid height was determined by GEOID03.
 MB1032
 MB1032.The dynamic height is computed by dividing the NAVD 88
 MB1032.geopotential number by the normal gravity value computed on the
 MB1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1032.degrees latitude (g = 980.6199 gals.).
 MB1032
 MB1032.The modeled gravity was interpolated from observed gravity values.
 MB1032
 MB1032;                    North         East    Units  Estimated Accuracy
 MB1032;SPC OH N     -   208,750.      736,200.      MT  (+/- 180 meters Scaled)
 MB1032
 MB1032                          SUPERSEDED SURVEY CONTROL
 MB1032
 MB1032  NGVD 29 (??/??/92)  272.231  (m)          893.14   (f) ADJ UNCH    2 0
 MB1032
 MB1032.Superseded values are not recommended for survey control.
 MB1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1032.See file dsdata.txt to determine how the superseded data were derived.
 MB1032
 MB1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF110981(NAD 83)
 MB1032_MARKER: DD = SURVEY DISK
 MB1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1032_SP_SET: CON SLAB
 MB1032_STAMPING: 47 1935
 MB1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1032
 MB1032  HISTORY     - Date     Condition        Report By
 MB1032  HISTORY     - 1935     MONUMENTED       USE
 MB1032  HISTORY     - 1950     GOOD             NGS
 MB1032  HISTORY     - 19931005 MARK NOT FOUND   OHDT
 MB1032  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 MB1032  HISTORY     - 19970630 MARK NOT FOUND   USPSQD
 MB1032
 MB1032                          STATION DESCRIPTION
 MB1032
 MB1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB1032'AT ORWELL.
 MB1032'AT ORWELL, AT THE INTERSECTION OF STATE HIGHWAY 45 AND U.S.
 MB1032'HIGHWAY 322, IN THE SOUTHEAST CORNER OF A CONCRETE SLAB.  IT IS
 MB1032'31 FEET EAST OF THE CENTERLINE OF HIGHWAY 45, 39.5 FEET SOUTH
 MB1032'OF THE CENTERLINE OF HIGHWAY 322 AND 2.2 FEET NORTH OF A POWER
 MB1032'LINE POLE.  A U.S. ENGINEER DEPT. DISK CEMENTED IN A DRILLED
 MB1032'HOLE.
 MB1032
 MB1032                          STATION RECOVERY (1993)
 MB1032
 MB1032'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1032'MARK NOT FOUND.
 MB1032
 MB1032                          STATION RECOVERY (1996)
 MB1032
 MB1032'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1032'MARK NOT FOUND.
 MB1032
 MB1032                          STATION RECOVERY (1997)
 MB1032
 MB1032'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1395 ***********************************************************************
 KY1395  DESIGNATION -  47
 KY1395  PID         -  KY1395
 KY1395  STATE/COUNTY-  OH/TUSCARAWAS
 KY1395  USGS QUAD   -  UHRICHSVILLE (1994)
 KY1395
 KY1395                         *CURRENT SURVEY CONTROL
 KY1395  ___________________________________________________________________
 KY1395* NAD 83(1986)-  40 25 32.     (N)    081 21 58.     (W)     SCALED    
 KY1395* NAVD 88     -       259.803  (meters)     852.37   (feet)  ADJUSTED  
 KY1395  ___________________________________________________________________
 KY1395  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KY1395  DYNAMIC HT  -         259.674 (meters)     851.95  (feet)  COMP
 KY1395  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 KY1395
 KY1395  VERT ORDER  -  FIRST     CLASS II
 KY1395
 KY1395.The horizontal coordinates were scaled from a topographic map and have
 KY1395.an estimated accuracy of +/- 6 seconds.
 KY1395
 KY1395.The orthometric height was determined by differential leveling
 KY1395.and adjusted by the National Geodetic Survey in June 1991..
 KY1395
 KY1395.The geoid height was determined by GEOID03.
 KY1395
 KY1395.The dynamic height is computed by dividing the NAVD 88
 KY1395.geopotential number by the normal gravity value computed on the
 KY1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1395.degrees latitude (g = 980.6199 gals.).
 KY1395
 KY1395.The modeled gravity was interpolated from observed gravity values.
 KY1395
 KY1395;                    North         East    Units  Estimated Accuracy
 KY1395;SPC OH N     -    84,900.      696,220.      MT  (+/- 180 meters Scaled)
 KY1395
 KY1395                          SUPERSEDED SURVEY CONTROL
 KY1395
 KY1395  NGVD 29 (??/??/92)  260.012  (m)          853.06   (f) ADJ UNCH    1 2
 KY1395
 KY1395.Superseded values are not recommended for survey control.
 KY1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1395.See file dsdata.txt to determine how the superseded data were derived.
 KY1395
 KY1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME689750(NAD 83)
 KY1395_MARKER: B = BOLT
 KY1395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1395_SP_SET: ABUTMENT
 KY1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1395
 KY1395  HISTORY     - Date     Condition        Report By
 KY1395  HISTORY     - UNK      MONUMENTED       BORR
 KY1395  HISTORY     - 1954     GOOD             NGS
 KY1395  HISTORY     - 1960     GOOD             NGS
 KY1395
 KY1395                          STATION DESCRIPTION
 KY1395
 KY1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1395'2.5 MI NW FROM UHRICHSVILLE.
 KY1395'ABOUT 2.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1395'FROM THE CROSSING OF THE PENNSYLVANIA RAILROAD AT UHRICHSVILLE,
 KY1395'ACROSS TRACKS FROM TELEPHONE POLE NO. 63/27, IN THE TOP OF THE
 KY1395'SOUTHEAST STONE ABUTMENT OF RAILROAD BRIDGE OVER STILLWATER
 KY1395'CREEK, 2.8 FEET SOUTHWEST OF SOUTHWEST RAIL, 1/4 FOOT SOUTHEAST
 KY1395'OF NORTHWEST EDGE OF TOP COURSE OF STONE AND 1/2 FOOT BELOW LEVEL
 KY1395'OF TRACK.
 KY1395
 KY1395                          STATION RECOVERY (1960)
 KY1395
 KY1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0389 ***********************************************************************
 JZ0389  DESIGNATION -  47
 JZ0389  PID         -  JZ0389
 JZ0389  STATE/COUNTY-  OH/HAMILTON
 JZ0389  USGS QUAD   -  NEWPORT (1987)
 JZ0389
 JZ0389                         *CURRENT SURVEY CONTROL
 JZ0389  ___________________________________________________________________
 JZ0389* NAD 83(1986)-  39 06 48.     (N)    084 29 18.     (W)     SCALED    
 JZ0389* NAVD 88     -       160.193  (meters)     525.57   (feet)  ADJUSTED  
 JZ0389  ___________________________________________________________________
 JZ0389  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0389  DYNAMIC HT  -         160.091 (meters)     525.23  (feet)  COMP
 JZ0389  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JZ0389
 JZ0389  VERT ORDER  -  FIRST     CLASS II
 JZ0389
 JZ0389.The horizontal coordinates were scaled from a topographic map and have
 JZ0389.an estimated accuracy of +/- 6 seconds.
 JZ0389
 JZ0389.The orthometric height was determined by differential leveling
 JZ0389.and adjusted by the National Geodetic Survey in June 1991..
 JZ0389
 JZ0389.The geoid height was determined by GEOID03.
 JZ0389
 JZ0389.The dynamic height is computed by dividing the NAVD 88
 JZ0389.geopotential number by the normal gravity value computed on the
 JZ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0389.degrees latitude (g = 980.6199 gals.).
 JZ0389
 JZ0389.The modeled gravity was interpolated from observed gravity values.
 JZ0389
 JZ0389;                    North         East    Units  Estimated Accuracy
 JZ0389;SPC OH S     -   125,490.      428,060.      MT  (+/- 180 meters Scaled)
 JZ0389
 JZ0389                          SUPERSEDED SURVEY CONTROL
 JZ0389
 JZ0389  NGVD 29 (??/??/92)  160.366  (m)          526.13   (f) ADJ UNCH    1 2
 JZ0389
 JZ0389.Superseded values are not recommended for survey control.
 JZ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0389.See file dsdata.txt to determine how the superseded data were derived.
 JZ0389
 JZ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ171323(NAD 83)
 JZ0389_MARKER: DD = SURVEY DISK
 JZ0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0389_SP_SET: STEP
 JZ0389_STAMPING: 47
 JZ0389_MARK LOGO: OH1610
 JZ0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0389
 JZ0389  HISTORY     - Date     Condition        Report By
 JZ0389  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0389  HISTORY     - 1947     GOOD             NGS
 JZ0389  HISTORY     - 1949     GOOD             NGS
 JZ0389  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0389  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0389
 JZ0389                          STATION DESCRIPTION
 JZ0389
 JZ0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0389'AT CINCINNATI.
 JZ0389'AT CINCINNATI, HAMILTON COUNTY, ON EASTERN AVENUE, BETWEEN
 JZ0389'WEEKS STREET AND KEMPER LANE, IN FRONT OF THE ROBERT FULTON
 JZ0389'PUBLIC SCHOOL, AT A RETAINING WALL, AND IN THE TOP OF THE
 JZ0389'SOUTHWEST CORNER OF THE BOTTOM STEP OF THE EAST GATE.
 JZ0389
 JZ0389                          STATION RECOVERY (1949)
 JZ0389
 JZ0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 JZ0389'RECOVERED IN GOOD CONDITION.
 JZ0389
 JZ0389                          STATION RECOVERY (1984)
 JZ0389
 JZ0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0389'NOT RECOVERED, THE ROBERT FULTON SCHOOL IS NOW ABANDONED AND THE STEPS
 JZ0389'IN WHICH THE MARK WAS LOCATED HAVE BEEN RAZED, CONDIDER DESTROYED.
 JZ0389
 JZ0389                          STATION RECOVERY (1985)
 JZ0389
 JZ0389'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0061 ***********************************************************************
 MC0061  DESIGNATION -  476
 MC0061  PID         -  MC0061
 MC0061  STATE/COUNTY-  OH/MEDINA
 MC0061  USGS QUAD   -  LODI (1961)
 MC0061
 MC0061                         *CURRENT SURVEY CONTROL
 MC0061  ___________________________________________________________________
 MC0061* NAD 83(1986)-  41 02 06.     (N)    082 06 46.     (W)     SCALED    
 MC0061* NAVD 88     -       307.792  (meters)    1009.81   (feet)  ADJUSTED  
 MC0061  ___________________________________________________________________
 MC0061  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MC0061  DYNAMIC HT  -         307.658 (meters)    1009.37  (feet)  COMP
 MC0061  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 MC0061
 MC0061  VERT ORDER  -  SECOND    CLASS 0
 MC0061
 MC0061.The horizontal coordinates were scaled from a topographic map and have
 MC0061.an estimated accuracy of +/- 6 seconds.
 MC0061
 MC0061.The orthometric height was determined by differential leveling
 MC0061.and adjusted by the National Geodetic Survey in June 1991..
 MC0061
 MC0061.The geoid height was determined by GEOID03.
 MC0061
 MC0061.The dynamic height is computed by dividing the NAVD 88
 MC0061.geopotential number by the normal gravity value computed on the
 MC0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0061.degrees latitude (g = 980.6199 gals.).
 MC0061
 MC0061.The modeled gravity was interpolated from observed gravity values.
 MC0061
 MC0061;                    North         East    Units  Estimated Accuracy
 MC0061;SPC OH N     -   152,020.      632,560.      MT  (+/- 180 meters Scaled)
 MC0061
 MC0061                          SUPERSEDED SURVEY CONTROL
 MC0061
 MC0061  NGVD 29 (??/??/92)  307.99   (m)         1010.5    (f) COMPUTED    2 0
 MC0061
 MC0061.Superseded values are not recommended for survey control.
 MC0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0061.See file dsdata.txt to determine how the superseded data were derived.
 MC0061
 MC0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF064432(NAD 83)
 MC0061_MARKER: B = BOLT
 MC0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0061_SP_SET: CULVERT
 MC0061_MARK LOGO: BORR  
 MC0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0061
 MC0061  HISTORY     - Date     Condition        Report By
 MC0061  HISTORY     - UNK      MONUMENTED       BORR
 MC0061  HISTORY     - 1934     GOOD             CGS
 MC0061  HISTORY     - 1954     MARK NOT FOUND   CGS
 MC0061
 MC0061                          STATION DESCRIPTION
 MC0061
 MC0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0061'2.2 MI SE FROM HOMERVILLE.
 MC0061'2.2 MILES SOUTHEAST OF HOMERVILLE BY ROADS, 500 YARDS EAST OF
 MC0061'GRAVEL CROSS ROADS, 44 FEET NORTH OF CENTER OF GRAVEL ROAD, 3
 MC0061'FEET ABOVE ROAD, ON WEST END OF SOUTH HEADWALL OF STONE CULVERT
 MC0061'UNDER ABANDONED ROADBED OF THE BALTIMORE AND OHIO RAILROAD,
 MC0061'COPPER BOLT.
 MC0061
 MC0061                          STATION RECOVERY (1954)
 MC0061
 MC0061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 MC0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1399 ***********************************************************************
 KY1399  DESIGNATION -  48
 KY1399  PID         -  KY1399
 KY1399  STATE/COUNTY-  OH/TUSCARAWAS
 KY1399  USGS QUAD   -  UHRICHSVILLE (1994)
 KY1399
 KY1399                         *CURRENT SURVEY CONTROL
 KY1399  ___________________________________________________________________
 KY1399* NAD 83(1986)-  40 24 15.     (N)    081 21 08.     (W)     SCALED    
 KY1399* NAVD 88     -       262.498  (meters)     861.21   (feet)  ADJUSTED  
 KY1399  ___________________________________________________________________
 KY1399  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KY1399  DYNAMIC HT  -         262.366 (meters)     860.78  (feet)  COMP
 KY1399  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 KY1399
 KY1399  VERT ORDER  -  FIRST     CLASS II
 KY1399
 KY1399.The horizontal coordinates were scaled from a topographic map and have
 KY1399.an estimated accuracy of +/- 6 seconds.
 KY1399
 KY1399.The orthometric height was determined by differential leveling
 KY1399.and adjusted by the National Geodetic Survey in June 1991..
 KY1399.WARNING-Repeat measurements at this control monument indicate possible
 KY1399.vertical movement.
 KY1399
 KY1399.The geoid height was determined by GEOID03.
 KY1399
 KY1399.The dynamic height is computed by dividing the NAVD 88
 KY1399.geopotential number by the normal gravity value computed on the
 KY1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1399.degrees latitude (g = 980.6199 gals.).
 KY1399
 KY1399.The modeled gravity was interpolated from observed gravity values.
 KY1399
 KY1399;                    North         East    Units  Estimated Accuracy
 KY1399;SPC OH N     -    82,540.      697,430.      MT  (+/- 180 meters Scaled)
 KY1399
 KY1399                          SUPERSEDED SURVEY CONTROL
 KY1399
 KY1399  NGVD 29 (??/??/92)  262.704  (m)          861.89   (f) ADJ UNCH    1 2
 KY1399
 KY1399.Superseded values are not recommended for survey control.
 KY1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1399.See file dsdata.txt to determine how the superseded data were derived.
 KY1399
 KY1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME701726(NAD 83)
 KY1399_MARKER: B = BOLT
 KY1399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1399_SP_SET: ABUTMENT CAPSTONE
 KY1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1399
 KY1399  HISTORY     - Date     Condition        Report By
 KY1399  HISTORY     - UNK      MONUMENTED       BORR
 KY1399  HISTORY     - 1954     GOOD             NGS
 KY1399  HISTORY     - 1960     GOOD             NGS
 KY1399
 KY1399                          STATION DESCRIPTION
 KY1399
 KY1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1399'0.8 MI N FROM UHRICHSVILLE.
 KY1399'ABOUT 0.85 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1399'FROM THE INTERSECTION OF THE PENNSYLVANIA RAILROAD AT
 KY1399'UHRICHSVILLE, AT A RAILROAD OVERPASS OVER A CINDER ROAD, IN THE TOP
 KY1399'OF THE NORTHWEST CORNER OF THE CAP STONE OVER WEST END OF THE
 KY1399'SOUTH STONE ABUTMENT OF OVERPASS, 18 1/2 FEET WEST OF WEST
 KY1399'RAIL AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.  THE MORTAR HOLDING
 KY1399'CAPSTONE IS CRUMBLED AWAY AND IT APPEARS THAT THE CAPSTONE
 KY1399'IS NOT STABLE.
 KY1399
 KY1399                          STATION RECOVERY (1960)
 KY1399
 KY1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY1399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0390 ***********************************************************************
 JZ0390  DESIGNATION -  48
 JZ0390  PID         -  JZ0390
 JZ0390  STATE/COUNTY-  OH/HAMILTON
 JZ0390  USGS QUAD   -  NEWPORT (1987)
 JZ0390
 JZ0390                         *CURRENT SURVEY CONTROL
 JZ0390  ___________________________________________________________________
 JZ0390* NAD 83(1986)-  39 06 52.     (N)    084 29 15.     (W)     SCALED    
 JZ0390* NAVD 88     -       160.833  (meters)     527.67   (feet)  ADJUSTED  
 JZ0390  ___________________________________________________________________
 JZ0390  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0390  DYNAMIC HT  -         160.731 (meters)     527.33  (feet)  COMP
 JZ0390  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JZ0390
 JZ0390  VERT ORDER  -  FIRST     CLASS II
 JZ0390
 JZ0390.The horizontal coordinates were scaled from a topographic map and have
 JZ0390.an estimated accuracy of +/- 6 seconds.
 JZ0390
 JZ0390.The orthometric height was determined by differential leveling
 JZ0390.and adjusted by the National Geodetic Survey in June 1991..
 JZ0390.WARNING-Repeat measurements at this control monument indicate possible
 JZ0390.vertical movement.
 JZ0390
 JZ0390.The geoid height was determined by GEOID03.
 JZ0390
 JZ0390.The dynamic height is computed by dividing the NAVD 88
 JZ0390.geopotential number by the normal gravity value computed on the
 JZ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0390.degrees latitude (g = 980.6199 gals.).
 JZ0390
 JZ0390.The modeled gravity was interpolated from observed gravity values.
 JZ0390
 JZ0390;                    North         East    Units  Estimated Accuracy
 JZ0390;SPC OH S     -   125,610.      428,130.      MT  (+/- 180 meters Scaled)
 JZ0390
 JZ0390                          SUPERSEDED SURVEY CONTROL
 JZ0390
 JZ0390  NGVD 29 (??/??/92)  161.006  (m)          528.23   (f) ADJ UNCH    1 2
 JZ0390
 JZ0390.Superseded values are not recommended for survey control.
 JZ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0390.See file dsdata.txt to determine how the superseded data were derived.
 JZ0390
 JZ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ172324(NAD 83)
 JZ0390_MARKER: DD = SURVEY DISK
 JZ0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0390_STAMPING: 48
 JZ0390_MARK LOGO: OH1610
 JZ0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0390+STABILITY: SURFACE MOTION
 JZ0390
 JZ0390  HISTORY     - Date     Condition        Report By
 JZ0390  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0390  HISTORY     - 1949     GOOD             NGS
 JZ0390  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0390
 JZ0390                          STATION DESCRIPTION
 JZ0390
 JZ0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0390'AT CINCINNATI.
 JZ0390'AT CINCINNATI, AT THE INTERSECTION OF EASTERN AVENUE AND KEMPERS
 JZ0390'LANE, ABOUT 38 YARDS SOUTH OF THE CENTER LINE OF KEMPERS LANE,
 JZ0390'4.2 FEET SOUTH OF STEEL POLE BUS STOP, 1.3 FEET WEST OF THE
 JZ0390'WEST CURB OF EASTERN AVENUE, SET IN THE TOP OF A CONCRETE
 JZ0390'POST 2.5 INCHES BELOW THE SURFACE OF THE SIDEWALK WITH ACCESS
 JZ0390'TO THE DISK BY A 3 BY 4 INCH HOLE IN THE SIDEWALK.
 JZ0390
 JZ0390                          STATION RECOVERY (1984)
 JZ0390
 JZ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0390'NOT RECOVERED, NO EVIDENCE OF MARK WAS FOUND, A NEW BRICK BUILDING HAS
 JZ0390'BEEN BUILT IN THIS AREA AND MARK BELIEVED TO HAVE BEEN DESTROYED WHEN
 JZ0390'THE NEW SIDEWALK WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0095 ***********************************************************************
 MC0095  DESIGNATION -  487
 MC0095  PID         -  MC0095
 MC0095  STATE/COUNTY-  OH/ASHLAND
 MC0095  USGS QUAD   -  NOVA (1973)
 MC0095
 MC0095                         *CURRENT SURVEY CONTROL
 MC0095  ___________________________________________________________________
 MC0095* NAD 83(1986)-  41 02 29.     (N)    082 20 36.     (W)     SCALED    
 MC0095* NAVD 88     -       326.291  (meters)    1070.51   (feet)  ADJUSTED  
 MC0095  ___________________________________________________________________
 MC0095  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MC0095  DYNAMIC HT  -         326.144 (meters)    1070.02  (feet)  COMP
 MC0095  MODELED GRAV-     980,165.6   (mgal)                       NAVD 88
 MC0095
 MC0095  VERT ORDER  -  FIRST     CLASS I
 MC0095
 MC0095.The horizontal coordinates were scaled from a topographic map and have
 MC0095.an estimated accuracy of +/- 6 seconds.
 MC0095
 MC0095.The orthometric height was determined by differential leveling
 MC0095.and adjusted by the National Geodetic Survey in June 1991..
 MC0095
 MC0095.The geoid height was determined by GEOID03.
 MC0095
 MC0095.The dynamic height is computed by dividing the NAVD 88
 MC0095.geopotential number by the normal gravity value computed on the
 MC0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0095.degrees latitude (g = 980.6199 gals.).
 MC0095
 MC0095.The modeled gravity was interpolated from observed gravity values.
 MC0095
 MC0095;                    North         East    Units  Estimated Accuracy
 MC0095;SPC OH N     -   152,670.      613,170.      MT  (+/- 180 meters Scaled)
 MC0095
 MC0095                          SUPERSEDED SURVEY CONTROL
 MC0095
 MC0095  NGVD 29 (??/??/92)  326.467  (m)         1071.08   (f) ADJ UNCH    1 1
 MC0095
 MC0095.Superseded values are not recommended for survey control.
 MC0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0095.See file dsdata.txt to determine how the superseded data were derived.
 MC0095
 MC0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF870442(NAD 83)
 MC0095_MARKER: B = BOLT
 MC0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0095_SP_SET: CULVERT
 MC0095_MARK LOGO: BORR  
 MC0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0095
 MC0095  HISTORY     - Date     Condition        Report By
 MC0095  HISTORY     - UNK      MONUMENTED       BORR
 MC0095  HISTORY     - 1967     GOOD             NGS
 MC0095
 MC0095                          STATION DESCRIPTION
 MC0095
 MC0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0095'2.2 MI NW FROM NOVA.
 MC0095'ABOUT 2.15 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0095'FROM THE CROSSING OF STATE HIGHWAY 511 AT NOVA, ABOUT 0.2 MILE
 MC0095'SOUTHEAST OF THE CROSSING OF ROAD 168, NEAR MILEPOLE 183-10, SET
 MC0095'ON THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL FOR A
 MC0095'15-FOOT ARCHED STONE CULVERT OVER BUCK CREEK, 14.8 FEET NORTHEAST
 MC0095'OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK, 0.6 FOOT WEST OF
 MC0095'THE EAST CORNER OF THE HEAD WALL AND 7 FEET BELOW THE LEVEL OF THE
 MC0095'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0098 ***********************************************************************
 MC0098  DESIGNATION -  488
 MC0098  PID         -  MC0098
 MC0098  STATE/COUNTY-  OH/ASHLAND
 MC0098  USGS QUAD   -  NOVA (1973)
 MC0098
 MC0098                         *CURRENT SURVEY CONTROL
 MC0098  ___________________________________________________________________
 MC0098* NAD 83(1986)-  41 02 59.     (N)    082 21 45.     (W)     SCALED    
 MC0098* NAVD 88     -       319.750  (meters)    1049.05   (feet)  ADJUSTED  
 MC0098  ___________________________________________________________________
 MC0098  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 MC0098  DYNAMIC HT  -         319.606 (meters)    1048.57  (feet)  COMP
 MC0098  MODELED GRAV-     980,165.6   (mgal)                       NAVD 88
 MC0098
 MC0098  VERT ORDER  -  FIRST     CLASS I
 MC0098
 MC0098.The horizontal coordinates were scaled from a topographic map and have
 MC0098.an estimated accuracy of +/- 6 seconds.
 MC0098
 MC0098.The orthometric height was determined by differential leveling
 MC0098.and adjusted by the National Geodetic Survey in June 1991..
 MC0098.WARNING-Repeat measurements at this control monument indicate possible
 MC0098.vertical movement.
 MC0098
 MC0098.The geoid height was determined by GEOID03.
 MC0098
 MC0098.The dynamic height is computed by dividing the NAVD 88
 MC0098.geopotential number by the normal gravity value computed on the
 MC0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0098.degrees latitude (g = 980.6199 gals.).
 MC0098
 MC0098.The modeled gravity was interpolated from observed gravity values.
 MC0098
 MC0098;                    North         East    Units  Estimated Accuracy
 MC0098;SPC OH N     -   153,590.      611,560.      MT  (+/- 180 meters Scaled)
 MC0098
 MC0098                          SUPERSEDED SURVEY CONTROL
 MC0098
 MC0098  NGVD 29 (??/??/92)  319.924  (m)         1049.62   (f) ADJ UNCH    1 1
 MC0098
 MC0098.Superseded values are not recommended for survey control.
 MC0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0098.See file dsdata.txt to determine how the superseded data were derived.
 MC0098
 MC0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF854451(NAD 83)
 MC0098_MARKER: B = BOLT
 MC0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0098_SP_SET: CULVERT
 MC0098_MARK LOGO: BORR  
 MC0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0098
 MC0098  HISTORY     - Date     Condition        Report By
 MC0098  HISTORY     - UNK      MONUMENTED       BORR
 MC0098  HISTORY     - 1967     GOOD             NGS
 MC0098
 MC0098                          STATION DESCRIPTION
 MC0098
 MC0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0098'3.2 MI NW FROM NOVA.
 MC0098'ABOUT 3.25 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0098'FROM THE CROSSING OF STATE HIGHWAY 511 AT NOVA, ABOUT 4 1/2
 MC0098'RAILS NORTHWEST OF THE CROSSING OF MAGNIFICENT ROAD, NEAR MILEPOLE
 MC0098'184-14, SET ON THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 MC0098'STONE HEAD WALL FOR A 24-INCH PIPE CULVERT UNDER THE TRACK,
 MC0098'20.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND TRACK,
 MC0098'1 FOOT EAST OF THE WEST CORNER OF THE HEAD WALL AND 10 FEET
 MC0098'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0104 ***********************************************************************
 MC0104  DESIGNATION -  490
 MC0104  PID         -  MC0104
 MC0104  STATE/COUNTY-  OH/ASHLAND
 MC0104  USGS QUAD   -  NEW LONDON (1977)
 MC0104
 MC0104                         *CURRENT SURVEY CONTROL
 MC0104  ___________________________________________________________________
 MC0104* NAD 83(1986)-  41 03 36.     (N)    082 23 55.     (W)     SCALED    
 MC0104* NAVD 88     -       309.024  (meters)    1013.86   (feet)  ADJUSTED  
 MC0104  ___________________________________________________________________
 MC0104  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 MC0104  DYNAMIC HT  -         308.885 (meters)    1013.40  (feet)  COMP
 MC0104  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 MC0104
 MC0104  VERT ORDER  -  FIRST     CLASS I
 MC0104
 MC0104.The horizontal coordinates were scaled from a topographic map and have
 MC0104.an estimated accuracy of +/- 6 seconds.
 MC0104
 MC0104.The orthometric height was determined by differential leveling
 MC0104.and adjusted by the National Geodetic Survey in June 1991..
 MC0104
 MC0104.The geoid height was determined by GEOID03.
 MC0104
 MC0104.The dynamic height is computed by dividing the NAVD 88
 MC0104.geopotential number by the normal gravity value computed on the
 MC0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0104.degrees latitude (g = 980.6199 gals.).
 MC0104
 MC0104.The modeled gravity was interpolated from observed gravity values.
 MC0104
 MC0104;                    North         East    Units  Estimated Accuracy
 MC0104;SPC OH N     -   154,730.      608,520.      MT  (+/- 180 meters Scaled)
 MC0104
 MC0104                          SUPERSEDED SURVEY CONTROL
 MC0104
 MC0104  NGVD 29 (??/??/92)  309.199  (m)         1014.43   (f) ADJ UNCH    1 1
 MC0104
 MC0104.Superseded values are not recommended for survey control.
 MC0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0104.See file dsdata.txt to determine how the superseded data were derived.
 MC0104
 MC0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF824463(NAD 83)
 MC0104_MARKER: B = BOLT
 MC0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0104_SP_SET: ABUTMENT
 MC0104_MARK LOGO: BORR  
 MC0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0104
 MC0104  HISTORY     - Date     Condition        Report By
 MC0104  HISTORY     - UNK      MONUMENTED       BORR
 MC0104  HISTORY     - 1967     GOOD             NGS
 MC0104
 MC0104                          STATION DESCRIPTION
 MC0104
 MC0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0104'5.3 MI NW FROM NOVA.
 MC0104'ABOUT 5.3 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0104'FROM THE CROSSING OF STATE HIGHWAY 511 AT NOVA, ABOUT 0.2 MILE
 MC0104'WEST OF THE STATE HIGHWAY 60 OVERPASS, NEAR MILEPOLE 186-16, SET
 MC0104'ON THE TOP OF THE NORTH END OF THE EAST STONE ABUTMENT OF A
 MC0104'60-FOOT BRIDGE OVER BUCK CREEK, 10.2 FEET NORTH OF THE NORTH RAIL
 MC0104'OF THE WESTBOUND TRACK, 1.4 FEET NORTH OF THE NORTH FACE OF THE
 MC0104'CONCRETE GUARD RAIL OF THE BRIDGE AND ABOUT 3 1/2 FEET BELOW THE
 MC0104'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0106 ***********************************************************************
 MC0106  DESIGNATION -  491
 MC0106  PID         -  MC0106
 MC0106  STATE/COUNTY-  OH/ASHLAND
 MC0106  USGS QUAD   -  NEW LONDON (1977)
 MC0106
 MC0106                         *CURRENT SURVEY CONTROL
 MC0106  ___________________________________________________________________
 MC0106* NAD 83(1986)-  41 03 15.     (N)    082 25 23.     (W)     SCALED    
 MC0106* NAVD 88     -       300.978  (meters)     987.46   (feet)  ADJUSTED  
 MC0106  ___________________________________________________________________
 MC0106  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 MC0106  DYNAMIC HT  -         300.842 (meters)     987.01  (feet)  COMP
 MC0106  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 MC0106
 MC0106  VERT ORDER  -  FIRST     CLASS I
 MC0106
 MC0106.The horizontal coordinates were scaled from a topographic map and have
 MC0106.an estimated accuracy of +/- 6 seconds.
 MC0106
 MC0106.The orthometric height was determined by differential leveling
 MC0106.and adjusted by the National Geodetic Survey in June 1991..
 MC0106
 MC0106.The geoid height was determined by GEOID03.
 MC0106
 MC0106.The dynamic height is computed by dividing the NAVD 88
 MC0106.geopotential number by the normal gravity value computed on the
 MC0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0106.degrees latitude (g = 980.6199 gals.).
 MC0106
 MC0106.The modeled gravity was interpolated from observed gravity values.
 MC0106
 MC0106;                    North         East    Units  Estimated Accuracy
 MC0106;SPC OH N     -   154,080.      606,470.      MT  (+/- 180 meters Scaled)
 MC0106
 MC0106                          SUPERSEDED SURVEY CONTROL
 MC0106
 MC0106  NGVD 29 (??/??/92)  301.148  (m)          988.02   (f) ADJ UNCH    1 1
 MC0106
 MC0106.Superseded values are not recommended for survey control.
 MC0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0106.See file dsdata.txt to determine how the superseded data were derived.
 MC0106
 MC0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF804457(NAD 83)
 MC0106_MARKER: B = BOLT
 MC0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0106_SP_SET: BRIDGE
 MC0106_MARK LOGO: BORR  
 MC0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0106
 MC0106  HISTORY     - Date     Condition        Report By
 MC0106  HISTORY     - UNK      MONUMENTED       BORR
 MC0106  HISTORY     - 1967     GOOD             NGS
 MC0106  HISTORY     - 1987     GOOD             OHDT
 MC0106
 MC0106                          STATION DESCRIPTION
 MC0106
 MC0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0106'5 MI NE FROM GREENWICH.
 MC0106'ABOUT 5.0 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0106'FROM THE OVERPASS OVER TOWNSEND STREET AT GREENWICH, ABOUT 2
 MC0106'RAILS WEST OF MILEPOLE 187.30, SET ON THE TOP OF THE EAST END
 MC0106'OF THE NORTH HEAD WALL FOR A 45 FOOT STONE BRIDGE OVER THE
 MC0106'VERMILION RIVER, 12.6 FEET NORTH OF THE NORTH RAIL OF THE
 MC0106'WESTBOUND TRACK, 1.3 FEET SOUTHWEST OF THE NORTHEAST CORNER
 MC0106'OF THE HEAD WALL AND 3 FEET BELOW THE LEVEL OF THE TRACK.
 MC0106
 MC0106                          STATION RECOVERY (1987)
 MC0106
 MC0106'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0108 ***********************************************************************
 MC0108  DESIGNATION -  492
 MC0108  PID         -  MC0108
 MC0108  STATE/COUNTY-  OH/HURON
 MC0108  USGS QUAD   -  NEW LONDON (1977)
 MC0108
 MC0108                         *CURRENT SURVEY CONTROL
 MC0108  ___________________________________________________________________
 MC0108* NAD 83(1986)-  41 02 58.     (N)    082 26 28.     (W)     SCALED    
 MC0108* NAVD 88     -       304.701  (meters)     999.67   (feet)  ADJUSTED  
 MC0108  ___________________________________________________________________
 MC0108  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 MC0108  DYNAMIC HT  -         304.562 (meters)     999.22  (feet)  COMP
 MC0108  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 MC0108
 MC0108  VERT ORDER  -  FIRST     CLASS I
 MC0108
 MC0108.The horizontal coordinates were scaled from a topographic map and have
 MC0108.an estimated accuracy of +/- 6 seconds.
 MC0108
 MC0108.The orthometric height was determined by differential leveling
 MC0108.and adjusted by the National Geodetic Survey in June 1991..
 MC0108
 MC0108.The geoid height was determined by GEOID03.
 MC0108
 MC0108.The dynamic height is computed by dividing the NAVD 88
 MC0108.geopotential number by the normal gravity value computed on the
 MC0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0108.degrees latitude (g = 980.6199 gals.).
 MC0108
 MC0108.The modeled gravity was interpolated from observed gravity values.
 MC0108
 MC0108;                    North         East    Units  Estimated Accuracy
 MC0108;SPC OH N     -   153,550.      604,950.      MT  (+/- 180 meters Scaled)
 MC0108
 MC0108                          SUPERSEDED SURVEY CONTROL
 MC0108
 MC0108  NGVD 29 (??/??/92)  304.868  (m)         1000.22   (f) ADJ UNCH    1 1
 MC0108
 MC0108.Superseded values are not recommended for survey control.
 MC0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0108.See file dsdata.txt to determine how the superseded data were derived.
 MC0108
 MC0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF788452(NAD 83)
 MC0108_MARKER: B = BOLT
 MC0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0108_SP_SET: CULVERT
 MC0108_MARK LOGO: BORR  
 MC0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0108
 MC0108  HISTORY     - Date     Condition        Report By
 MC0108  HISTORY     - UNK      MONUMENTED       BORR
 MC0108  HISTORY     - 1967     GOOD             CGS
 MC0108  HISTORY     - 1987     GOOD             OHDT
 MC0108
 MC0108                          STATION DESCRIPTION
 MC0108
 MC0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MC0108'4 MI NE FROM GREENWICH.
 MC0108'ABOUT 3.95 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0108'FROM THE OVERPASS OVER TOWNSEND STREET AT GREENWICH, ABOUT 0.15
 MC0108'MILE WEST OF THE U.S. HIGHWAY 250 OVERPASS, 24 FEET WEST OF
 MC0108'MILEPOLE 188-31, SET ON THE TOP OF THE EAST END OF THE NORTH
 MC0108'HEAD WALL OF A 10-FOOT ARCHED STONE CULVERT UNDER TRACK FOR A
 MC0108'SMALL STREAM, 20.7 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND
 MC0108'TRACK, 0.9 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE HEAD WALL
 MC0108'AND 10 FEET BELOW THE LEVEL OF THE TRACK.
 MC0108
 MC0108                          STATION RECOVERY (1987)
 MC0108
 MC0108'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0111 ***********************************************************************
 MC0111  DESIGNATION -  494
 MC0111  PID         -  MC0111
 MC0111  STATE/COUNTY-  OH/HURON
 MC0111  USGS QUAD   -  NEW LONDON (1977)
 MC0111
 MC0111                         *CURRENT SURVEY CONTROL
 MC0111  ___________________________________________________________________
 MC0111* NAD 83(1986)-  41 02 24.     (N)    082 28 44.     (W)     SCALED    
 MC0111* NAVD 88     -       317.435  (meters)    1041.45   (feet)  ADJUSTED  
 MC0111  ___________________________________________________________________
 MC0111  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 MC0111  DYNAMIC HT  -         317.290 (meters)    1040.98  (feet)  COMP
 MC0111  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 MC0111
 MC0111  VERT ORDER  -  FIRST     CLASS I
 MC0111
 MC0111.The horizontal coordinates were scaled from a topographic map and have
 MC0111.an estimated accuracy of +/- 6 seconds.
 MC0111
 MC0111.The orthometric height was determined by differential leveling
 MC0111.and adjusted by the National Geodetic Survey in June 1991..
 MC0111
 MC0111.The geoid height was determined by GEOID03.
 MC0111
 MC0111.The dynamic height is computed by dividing the NAVD 88
 MC0111.geopotential number by the normal gravity value computed on the
 MC0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0111.degrees latitude (g = 980.6199 gals.).
 MC0111
 MC0111.The modeled gravity was interpolated from observed gravity values.
 MC0111
 MC0111;                    North         East    Units  Estimated Accuracy
 MC0111;SPC OH N     -   152,500.      601,780.      MT  (+/- 180 meters Scaled)
 MC0111
 MC0111                          SUPERSEDED SURVEY CONTROL
 MC0111
 MC0111  NGVD 29 (??/??/92)  317.603  (m)         1042.00   (f) ADJ UNCH    1 1
 MC0111
 MC0111.Superseded values are not recommended for survey control.
 MC0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0111.See file dsdata.txt to determine how the superseded data were derived.
 MC0111
 MC0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF756442(NAD 83)
 MC0111_MARKER: B = BOLT
 MC0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0111_SP_SET: CULVERT
 MC0111_MARK LOGO: BORR  
 MC0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0111
 MC0111  HISTORY     - Date     Condition        Report By
 MC0111  HISTORY     - UNK      MONUMENTED       BORR
 MC0111  HISTORY     - 1967     GOOD             CGS
 MC0111  HISTORY     - 1987     GOOD             OHDT
 MC0111
 MC0111                          STATION DESCRIPTION
 MC0111
 MC0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MC0111'1.9 MI NE FROM GREENWICH.
 MC0111'ABOUT 1.9 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0111'FROM THE OVERPASS OVER TOWNSEND STREET AT GREENWICH, ABOUT 0.4
 MC0111'MILE NORTHEAST OF THE CROSSING OF STATE HIGHWAY 13, NEAR MILEPOLE
 MC0111'190-33, SET ON THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 MC0111'HEAD WALL OF A 10-FOOT STONE CULVERT UNDER TRACK FOR A SMALL
 MC0111'STREAM, 9.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WESTBOUND
 MC0111'TRACK, 0.9 FOOT EAST OF THE WEST CORNER OF THE HEAD WALL AND 2 1/2
 MC0111'FEET BELOW THE LEVEL OF THE TRACK.
 MC0111
 MC0111                          STATION RECOVERY (1987)
 MC0111
 MC0111'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0113 ***********************************************************************
 MC0113  DESIGNATION -  495
 MC0113  PID         -  MC0113
 MC0113  STATE/COUNTY-  OH/HURON
 MC0113  USGS QUAD   -  NEW LONDON (1977)
 MC0113
 MC0113                         *CURRENT SURVEY CONTROL
 MC0113  ___________________________________________________________________
 MC0113* NAD 83(1986)-  41 02 07.     (N)    082 29 51.     (W)     SCALED    
 MC0113* NAVD 88     -       316.370  (meters)    1037.96   (feet)  ADJUSTED  
 MC0113  ___________________________________________________________________
 MC0113  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 MC0113  DYNAMIC HT  -         316.225 (meters)    1037.48  (feet)  COMP
 MC0113  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 MC0113
 MC0113  VERT ORDER  -  FIRST     CLASS I
 MC0113
 MC0113.The horizontal coordinates were scaled from a topographic map and have
 MC0113.an estimated accuracy of +/- 6 seconds.
 MC0113
 MC0113.The orthometric height was determined by differential leveling
 MC0113.and adjusted by the National Geodetic Survey in June 1991..
 MC0113
 MC0113.The geoid height was determined by GEOID03.
 MC0113
 MC0113.The dynamic height is computed by dividing the NAVD 88
 MC0113.geopotential number by the normal gravity value computed on the
 MC0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0113.degrees latitude (g = 980.6199 gals.).
 MC0113
 MC0113.The modeled gravity was interpolated from observed gravity values.
 MC0113
 MC0113;                    North         East    Units  Estimated Accuracy
 MC0113;SPC OH N     -   151,980.      600,210.      MT  (+/- 180 meters Scaled)
 MC0113
 MC0113                          SUPERSEDED SURVEY CONTROL
 MC0113
 MC0113  NGVD 29 (??/??/92)  316.534  (m)         1038.50   (f) ADJ UNCH    1 1
 MC0113
 MC0113.Superseded values are not recommended for survey control.
 MC0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0113.See file dsdata.txt to determine how the superseded data were derived.
 MC0113
 MC0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF741437(NAD 83)
 MC0113_MARKER: B = BOLT
 MC0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0113_SP_SET: CULVERT
 MC0113_MARK LOGO: BORR  
 MC0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0113
 MC0113  HISTORY     - Date     Condition        Report By
 MC0113  HISTORY     - UNK      MONUMENTED       BORR
 MC0113  HISTORY     - 1967     GOOD             CGS
 MC0113  HISTORY     - 1987     GOOD             OHDT
 MC0113
 MC0113                          STATION DESCRIPTION
 MC0113
 MC0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MC0113'0.9 MI NE FROM GREENWICH.
 MC0113'ABOUT 0.9 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0113'FROM THE OVERPASS OVER WENTWORTH STREET AT GREENWICH, AT THE
 MC0113'INSIDE AND NEAR THE NORTHEAST END OF A LON CURVE IN TRACKS,
 MC0113'NEAR MILEPOLE 191-36, SET ON THE TOP OF THE EAST END OF THE NORTH
 MC0113'HEAD WALL OF A 10-FOOT ARCHED STONE CULVERT OVER A SMALL
 MC0113'STREAM, 18 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK,
 MC0113'1.1 FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND 8
 MC0113'FEET BELOW THE LEVEL OF THE TRACK.
 MC0113
 MC0113                          STATION RECOVERY (1987)
 MC0113
 MC0113'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0180 ***********************************************************************
 MC0180  DESIGNATION -  496
 MC0180  PID         -  MC0180
 MC0180  STATE/COUNTY-  OH/HURON
 MC0180  USGS QUAD   -  GREENWICH (1977)
 MC0180
 MC0180                         *CURRENT SURVEY CONTROL
 MC0180  ___________________________________________________________________
 MC0180* NAD 83(1986)-  41 02 06.     (N)    082 31 00.     (W)     SCALED    
 MC0180* NAVD 88     -       313.550  (meters)    1028.71   (feet)  ADJUSTED  
 MC0180  ___________________________________________________________________
 MC0180  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 MC0180  DYNAMIC HT  -         313.406 (meters)    1028.23  (feet)  COMP
 MC0180  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 MC0180
 MC0180  VERT ORDER  -  FIRST     CLASS I
 MC0180
 MC0180.The horizontal coordinates were scaled from a topographic map and have
 MC0180.an estimated accuracy of +/- 6 seconds.
 MC0180
 MC0180.The orthometric height was determined by differential leveling
 MC0180.and adjusted by the National Geodetic Survey in June 1991..
 MC0180
 MC0180.The geoid height was determined by GEOID03.
 MC0180
 MC0180.The dynamic height is computed by dividing the NAVD 88
 MC0180.geopotential number by the normal gravity value computed on the
 MC0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0180.degrees latitude (g = 980.6199 gals.).
 MC0180
 MC0180.The modeled gravity was interpolated from observed gravity values.
 MC0180
 MC0180;                    North         East    Units  Estimated Accuracy
 MC0180;SPC OH N     -   151,950.      598,600.      MT  (+/- 180 meters Scaled)
 MC0180
 MC0180                          SUPERSEDED SURVEY CONTROL
 MC0180
 MC0180  NGVD 29 (??/??/92)  313.713  (m)         1029.24   (f) ADJ UNCH    1 1
 MC0180
 MC0180.Superseded values are not recommended for survey control.
 MC0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0180.See file dsdata.txt to determine how the superseded data were derived.
 MC0180
 MC0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF725437(NAD 83)
 MC0180_MARKER: B = BOLT
 MC0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0180_SP_SET: ABUTMENT
 MC0180_MARK LOGO: BORR  
 MC0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0180
 MC0180  HISTORY     - Date     Condition        Report By
 MC0180  HISTORY     - UNK      MONUMENTED       BORR
 MC0180  HISTORY     - 1967     GOOD             CGS
 MC0180  HISTORY     - 1970     GOOD             CGS
 MC0180
 MC0180                          STATION DESCRIPTION
 MC0180
 MC0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MC0180'AT GREENWICH.
 MC0180'AT GREENWICH, ALONG THE BALTIMORE AND OHIO RAILROAD, SET ON THE
 MC0180'TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE OVERPASS OVER
 MC0180'TOWNSEND STREET, 10.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 MC0180'EASTBOUND TRACK, 0.6 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF
 MC0180'THE ABUTMENT AND 3 FEET BELOW THE LEVEL OF THE TRACK.
 MC0180
 MC0180                          STATION RECOVERY (1970)
 MC0180
 MC0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 MC0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0184 ***********************************************************************
 MC0184  DESIGNATION -  497
 MC0184  PID         -  MC0184
 MC0184  STATE/COUNTY-  OH/HURON
 MC0184  USGS QUAD   -  GREENWICH (1977)
 MC0184
 MC0184                         *CURRENT SURVEY CONTROL
 MC0184  ___________________________________________________________________
 MC0184* NAD 83(1986)-  41 02 07.     (N)    082 32 00.     (W)     SCALED    
 MC0184* NAVD 88     -       307.370  (meters)    1008.43   (feet)  ADJUSTED  
 MC0184  ___________________________________________________________________
 MC0184  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 MC0184  DYNAMIC HT  -         307.229 (meters)    1007.97  (feet)  COMP
 MC0184  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 MC0184
 MC0184  VERT ORDER  -  FIRST     CLASS I
 MC0184
 MC0184.The horizontal coordinates were scaled from a topographic map and have
 MC0184.an estimated accuracy of +/- 6 seconds.
 MC0184
 MC0184.The orthometric height was determined by differential leveling
 MC0184.and adjusted by the National Geodetic Survey in June 1991..
 MC0184
 MC0184.The geoid height was determined by GEOID03.
 MC0184
 MC0184.The dynamic height is computed by dividing the NAVD 88
 MC0184.geopotential number by the normal gravity value computed on the
 MC0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0184.degrees latitude (g = 980.6199 gals.).
 MC0184
 MC0184.The modeled gravity was interpolated from observed gravity values.
 MC0184
 MC0184;                    North         East    Units  Estimated Accuracy
 MC0184;SPC OH N     -   151,980.      597,200.      MT  (+/- 180 meters Scaled)
 MC0184
 MC0184                          SUPERSEDED SURVEY CONTROL
 MC0184
 MC0184  NGVD 29 (??/??/92)  307.530  (m)         1008.95   (f) ADJ UNCH    1 1
 MC0184
 MC0184.Superseded values are not recommended for survey control.
 MC0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0184.See file dsdata.txt to determine how the superseded data were derived.
 MC0184
 MC0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF711438(NAD 83)
 MC0184_MARKER: B = BOLT
 MC0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0184_SP_SET: CULVERT
 MC0184_MARK LOGO: BORR  
 MC0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0184
 MC0184  HISTORY     - Date     Condition        Report By
 MC0184  HISTORY     - UNK      MONUMENTED       BORR
 MC0184  HISTORY     - 1967     GOOD             CGS
 MC0184
 MC0184                          STATION DESCRIPTION
 MC0184
 MC0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MC0184'0.9 MI W FROM GREENWICH.
 MC0184'ABOUT 0.9 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0184'THE OVERPASS OVER TOWNSEND STREET IN GREENWICH, ABOUT 0.1 MILE
 MC0184'EAST OF THE CROSSING OF MILAN T L GREENWICH ROAD, 34 FEET EAST
 MC0184'OF MILEPOLE 193-32, SET ON THE TOP OF THE EAST END OF THE NORTH
 MC0184'HEAD WALL OF AN 18-FOOT ARCHED STONE CULVERT FOR A SMALL STREAM
 MC0184'UNDER TRACKS, 35.4 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND
 MC0184'TRACK, 1 FOOT SOUTH OF THE NORTH EDGE OF THE HEAD WALL AND 10
 MC0184'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6773 ***********************************************************************
 AI6773  DESIGNATION -  4A
 AI6773  PID         -  AI6773
 AI6773  STATE/COUNTY-  OH/CLINTON
 AI6773  USGS QUAD   -  MILLEDGEVILLE (1979)
 AI6773
 AI6773                         *CURRENT SURVEY CONTROL
 AI6773  ___________________________________________________________________
 AI6773* NAD 83(1995)-  39 32 41.18296(N)    083 37 08.88918(W)     ADJUSTED  
 AI6773* NAVD 88     -       314.1    (meters)    1031.     (feet)  GPS OBS   
 AI6773  ___________________________________________________________________
 AI6773  X           -     547,378.691 (meters)                     COMP
 AI6773  Y           -  -4,894,748.074 (meters)                     COMP
 AI6773  Z           -   4,039,317.253 (meters)                     COMP
 AI6773  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 AI6773  ELLIP HEIGHT-         281.56  (meters)          (10/07/05) GPS OBS
 AI6773  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AI6773
 AI6773  HORZ ORDER  -  FIRST
 AI6773  ELLP ORDER  -  THIRD     CLASS II
 AI6773
 AI6773.The horizontal coordinates were established by GPS observations
 AI6773.and adjusted by the National Geodetic Survey in August 2000..
 AI6773
 AI6773.The orthometric height was determined by GPS observations and a
 AI6773.high-resolution geoid model.
 AI6773
 AI6773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6773
 AI6773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6773
 AI6773.The ellipsoidal height was determined by GPS observations
 AI6773.and is referenced to NAD 83.
 AI6773
 AI6773.The geoid height was determined by GEOID03.
 AI6773
 AI6773;                    North         East     Units Scale Factor Converg.
 AI6773;SPC OH S     -   172,086.986   503,809.338   MT  0.99993981   -0 42 36.4
 AI6773;UTM  17      - 4,380,509.851   274,938.828   MT  1.00022367   -1 40 05.7
 AI6773
 AI6773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6773!SPC OH S     -   0.99995583  x   0.99993981  =   0.99989564
 AI6773!UTM  17      -   0.99995583  x   1.00022367  =   1.00017949
 AI6773
 AI6773|---------------------------------------------------------------------|
 AI6773| PID    Reference Object                     Distance      Geod. Az  |
 AI6773|                                                           dddmmss.s |
 AI6773| AI6743 4                                   380.600 METERS 31855     |
 AI6773|---------------------------------------------------------------------|
 AI6773
 AI6773                          SUPERSEDED SURVEY CONTROL
 AI6773
 AI6773  ELLIP H (08/02/00)  281.58   (m)                       GP(       ) 3 2
 AI6773
 AI6773.Superseded values are not recommended for survey control.
 AI6773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6773.See file dsdata.txt to determine how the superseded data were derived.
 AI6773
 AI6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7493980510(NAD 83)
 AI6773_MARKER: DD = SURVEY DISK
 AI6773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6773_STAMPING: GPS 4A 2000
 AI6773_MARK LOGO: OH-027
 AI6773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6773+STABILITY: SURFACE MOTION
 AI6773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6773+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6773
 AI6773  HISTORY     - Date     Condition        Report By
 AI6773  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6773
 AI6773                          STATION DESCRIPTION
 AI6773
 AI6773'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6773'THE STATION IS LOCATED APPROXIMATELY 13.25 MI (21.32 KM) NORTHEAST OF
 AI6773'WILMINGTON, APPROXIMATELY 8.0 MI (12.9 KM) WEST OF WASHINGTON COURT
 AI6773'HOUSE, 4.0 MI (6.4 KM) NORTH OF SABINA ON THE NORTHEAST SIDE OF STIVER
 AI6773'ROAD.
 AI6773'TO GET TO THE STATION FROM CITY HALL IN WILMINGTON, PROCEED
 AI6773'EAST-NORTHEAST APPPROXIMATELY 10.5 MI (16.9 KM) ALONG US ROUTE 22 TO
 AI6773'THE JUNCTION OF OHIO STATE ROUTE 729 IN THE TOWN OF SABINA.  TURN LEFT
 AI6773'AND PROCEED NORTH ALONG SR 729 APPROXIMATELY 4.0 MI (6.4 KM) TO A ROAD
 AI6773'ON THE LEFT.  TURN LEFT AND PROCEED NORTHWEST ALONG STIVER ROAD
 AI6773'APPROXIMATELY 200 FT (61.0 M) TO THE STATION ON THE LEFT.  ALSO, FROM
 AI6773'THE INTERSECTION OF INTERSTATE 71 AND OHIO STATE ROUTE 72, PROCEED
 AI6773'SOUTH ON SR 72 APPROXIMATELY 4.0 MI (6.4 KM) TO A ROAD ON THE LEFT.
 AI6773'TURN LEFT AND PROCEED NOTHEAST ON POLK ROAD FOR APPROXIMATELY 1.0 MI
 AI6773'(1.6 KM) TO A ROAD ON THE LEFT.  TURN LEFT AND PROCEED NORTHEAST ON
 AI6773'WEAVER ROAD APPROXIMATELY 1.75 MI (2.82 KM) TO THE JUNCTION OF DAKINS
 AI6773'CHAPEL ROAD.  CONTINUE NORTHEAST ALONG LAMB ROAD (PREVIOUSLY WEAVER
 AI6773'ROAD) APPROXIMATELY 2.25 MI (3.62 KM) TO THE INTERSECTION WITH STIVER
 AI6773'ROAD.  TURN LEFT AND PROCEED APPROXIMATELY 200 FT (61.0 M) TO THE
 AI6773'STATION ON THE LEFT.
 AI6773'THE STATION IS APPROXIMATELY 175.00 FT (53.34 M) NORTHWEST OF A SIGN
 AI6773'READING --CAUTION FLOOD ZONE--, 56.80 FT (17.31 M) NORTHEAST OF THE
 AI6773'APPROXIMATE CORNER OF THE CORN FIELD ON THE SOUTH SIDE OF STIVERS
 AI6773'ROAD, AND 23.59 FT (7.19 M) NORTHEAST OF THE CENTERLINE OF STIVERS
 AI6773'ROAD.  A STANDARD CLINTON COUNTY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6773'AND STAMPED--GPS 4A 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9969 ***********************************************************************
 AD9969  DESIGNATION -  4G3 A
 AD9969  PID         -  AD9969
 AD9969  STATE/COUNTY-  OH/MAHONING
 AD9969  USGS QUAD   -  ALLIANCE (1994)
 AD9969
 AD9969                         *CURRENT SURVEY CONTROL
 AD9969  ___________________________________________________________________
 AD9969* NAD 83(1995)-  40 58 52.69486(N)    081 02 37.10860(W)     ADJUSTED  
 AD9969* NAVD 88     -       322.7    (meters)    1059.     (feet)  GPS OBS   
 AD9969  ___________________________________________________________________
 AD9969  X           -     750,725.788 (meters)                     COMP
 AD9969  Y           -  -4,763,375.373 (meters)                     COMP
 AD9969  Z           -   4,161,045.572 (meters)                     COMP
 AD9969  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AD9969  ELLIP HEIGHT-         289.04  (meters)          (10/07/05) GPS OBS
 AD9969  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 AD9969
 AD9969  HORZ ORDER  -  THIRD
 AD9969  ELLP ORDER  -  FOURTH    CLASS II
 AD9969
 AD9969.This mark is at Miller Airport (4G3)
 AD9969
 AD9969.The horizontal coordinates were established by GPS observations
 AD9969.and adjusted by the National Geodetic Survey in July 1997..
 AD9969
 AD9969.The orthometric height was determined by GPS observations and a
 AD9969.high-resolution geoid model.
 AD9969
 AD9969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9969
 AD9969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9969
 AD9969.The ellipsoidal height was determined by GPS observations
 AD9969.and is referenced to NAD 83.
 AD9969
 AD9969.The geoid height was determined by GEOID03.
 AD9969
 AD9969;                    North         East     Units Scale Factor Converg.
 AD9969;SPC OH N     -   147,008.215   722,552.611   MT  0.99994027   +0 57 24.3
 AD9969;UTM  17      - 4,536,682.563   496,328.665   MT  0.99960017   -0 01 43.0
 AD9969
 AD9969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9969!SPC OH N     -   0.99995466  x   0.99994027  =   0.99989494
 AD9969!UTM  17      -   0.99995466  x   0.99960017  =   0.99955485
 AD9969
 AD9969                          SUPERSEDED SURVEY CONTROL
 AD9969
 AD9969  ELLIP H (07/01/97)  289.03   (m)                       GP(       ) 4 2
 AD9969
 AD9969.Superseded values are not recommended for survey control.
 AD9969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9969.See file dsdata.txt to determine how the superseded data were derived.
 AD9969
 AD9969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9632936683(NAD 83)
 AD9969_MARKER: DD = SURVEY DISK
 AD9969_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD9969_STAMPING: 4G3 A 1995
 AD9969_MARK LOGO: OHDT  
 AD9969_PROJECTION: FLUSH
 AD9969_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9969+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9969_ROD/PIPE-DEPTH: 6.1  meters
 AD9969
 AD9969  HISTORY     - Date     Condition        Report By
 AD9969  HISTORY     - 1995     MONUMENTED       OHDT
 AD9969
 AD9969                          STATION DESCRIPTION
 AD9969
 AD9969'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (RR)
 AD9969'THE STATION IS LOCATED ABOUT 36 KM (22.35 MI) EAST SOUTHEAST FROM
 AD9969'AKRON, 25 KM (15.55 MI) WEST SOUTHWEST FROM YOUNGSTOWN, 7 KM (4.35 MI)
 AD9969'NORTHEAST FROM ALLIANCE, 2.4 KM (1.50 MI) WEST FROM NORTH BENTON AT
 AD9969'THE MILLER AIRFIELD, IN A GRASSY FIELD SOUTH OF THE RUNWAY, NORTH OF
 AD9969'NORTH BENTON ROAD WEST, EAST OF A CREEK AND WEST OF A METAL HANGER.
 AD9969'OWNERSHIP--FBO BERLIN AIRPARK INC., 20340 NORTH BENTON ROAD WEST,
 AD9969'NORTH BENTON OH 44449.  BERLIN AIRPARK INC.  PRESIDENT IS JOE GILL,
 AD9969'PHONE 330-584-3375.  AIRPORT MANAGER IS MARIO J.  CORI, PHONE
 AD9969'216-584-2112.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE
 AD9969'14 AND STATE ROUTE 165 GO NORTHWEST ON STATE ROUTE 14 FOR 2.1 KM (1.30
 AD9969'MI) TO 12TH STREET ON THE LEFT.  TURN LEFT AND GO SOUTH ON 12TH STREET
 AD9969'FOR 0.5 KM (0.30 MI) TO NORTH BENTON ROAD ON THE RIGHT.  TURN RIGHT
 AD9969'AND GO WEST FOR 2.0 KM (1.25 MI) TO A GRAVEL DRIVE ON LEFT WHICH LEADS
 AD9969'TO A CORRIGATED METAL HANGER.  TURN LEFT AND GO NORTH FOR 45 M (147.6
 AD9969'FT) TO A SMALL PARKING AREA AND THE STATION ON LEFT.  THE MARK IS THE
 AD9969'CENTER PUNCH ON A BRASS DISK FIXED ONTO A STAINLESS STEEL ROD DRIVEN
 AD9969'TO REFUSAL AT A DEPTH OF 6.1 M (20.0 FT) RECESSED 5 CM (2 IN) BELOW
 AD9969'GROUND LEVEL IN A 2.5 CM (1 IN) GREASE FILLED PLASTIC SLEEVE 90 CM (36
 AD9969'IN) LONG AND ENCASED IN A 12.5 CM 5 IN) PVC PIPE WITH OHIO DOT LOGO
 AD9969'CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  THE MARK IS
 AD9969'LOCATED 103 METERS (337.9 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A
 AD9969'CORRUGATED METAL HANGER, 51.7 M (169.6 FT) SOUTH OF THE RUNWAY CENTER,
 AD9969'50.6 M (166.0 FT) NORTH OF NORTH BENTON ROAD CENTER, AND 42 METERS
 AD9969'(137.8 FT) NORTHWEST OF A TELEPHONE PULL BOX.  NOTE--SLEEVE DEPTH DOES
 AD9969'NOT MEET CLASS A CRITERIA.  DESCRIBED BY WC WAICKMAN (NGS) AFTER RR
 AD9969'(OHIO DOT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6028 ***********************************************************************
 AB6028  CBN         -  This is a Cooperative Base Network Control Station.
 AB6028  PACS        -  This is a Primary Airport Control Station.
 AB6028  DESIGNATION -  4G3 B
 AB6028  PID         -  AB6028
 AB6028  STATE/COUNTY-  OH/MAHONING
 AB6028  USGS QUAD   -  ALLIANCE (1994)
 AB6028
 AB6028                         *CURRENT SURVEY CONTROL
 AB6028  ___________________________________________________________________
 AB6028* NAD 83(1995)-  40 58 54.48736(N)    081 03 01.34847(W)     ADJUSTED  
 AB6028* NAVD 88     -       323.63   (meters)    1061.8    (feet)  GPS OBS   
 AB6028  ___________________________________________________________________
 AB6028  X           -     750,160.471 (meters)                     COMP
 AB6028  Y           -  -4,763,428.456 (meters)                     COMP
 AB6028  Z           -   4,161,087.947 (meters)                     COMP
 AB6028  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AB6028  ELLIP HEIGHT-         290.00  (meters)          (03/08/05) GPS OBS
 AB6028  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AB6028
 AB6028  HORZ ORDER  -  B
 AB6028  ELLP ORDER  -  FOURTH    CLASS II
 AB6028
 AB6028.This mark is at Miller Airport (4G3)
 AB6028
 AB6028.The horizontal coordinates were established by GPS observations
 AB6028.and adjusted by the National Geodetic Survey in August 1996..
 AB6028
 AB6028.The orthometric height was determined by GPS observations and a
 AB6028.high-resolution geoid model.
 AB6028
 AB6028.GPS derived orthometric heights for airport stations designated as
 AB6028.PACS or SACS are published to 2 decimal places.  This maintains
 AB6028.centimeter relative accuracy between the PACS and SACS.  It does
 AB6028.not indicate centimeter accuracy relative to other marks which are
 AB6028.part of the NAVD 88 network.
 AB6028
 AB6028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6028
 AB6028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6028
 AB6028.The ellipsoidal height was determined by GPS observations
 AB6028.and is referenced to NAD 83.
 AB6028
 AB6028.The geoid height was determined by GEOID03.
 AB6028
 AB6028;                    North         East     Units Scale Factor Converg.
 AB6028;SPC OH N     -   147,054.059   721,985.137   MT  0.99994026   +0 57 08.4
 AB6028;UTM  17      - 4,536,738.141   495,762.256   MT  0.99960022   -0 01 58.9
 AB6028
 AB6028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6028!SPC OH N     -   0.99995451  x   0.99994026  =   0.99989478
 AB6028!UTM  17      -   0.99995451  x   0.99960022  =   0.99955475
 AB6028
 AB6028                          SUPERSEDED SURVEY CONTROL
 AB6028
 AB6028  ELLIP H (08/20/96)  289.99   (m)                       GP(       ) 4 2
 AB6028
 AB6028.Superseded values are not recommended for survey control.
 AB6028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6028.See file dsdata.txt to determine how the superseded data were derived.
 AB6028
 AB6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9576236738(NAD 83)
 AB6028_MARKER: I = METAL ROD
 AB6028_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6028_STAMPING: 4G3 B 1995
 AB6028_MARK LOGO: NGS   
 AB6028_PROJECTION: FLUSH
 AB6028_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6028+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6028_ROD/PIPE-DEPTH: 5.8  meters
 AB6028_SLEEVE-DEPTH  : 0.90 meters
 AB6028
 AB6028  HISTORY     - Date     Condition        Report By
 AB6028  HISTORY     - 1995     MONUMENTED       NGS
 AB6028
 AB6028                          STATION DESCRIPTION
 AB6028
 AB6028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6028'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 36 KM
 AB6028'(22.35 MI) EAST-SOUTHEAST OF AKRON, 25 KM (15.55 MI) WEST-SOUTHWEST OF
 AB6028'YOUNGSTOWN, 2.4 KM (1.50 MI) WEST OF NORTH BENTON AT THE BERLIN
 AB6028'AIRPARK, IN LOW BRUSH BETWEEN BANDY ROAD AND A CULTIVATED FIELD,
 AB6028'ACROSS THE ROAD FROM A FARM HOUSE, AND AT THE WEST END OF THE AIRPORT
 AB6028'PROPERTY.  OWNERSHIP--BERLIN AIRPARK, INC., 20340 NORTH BENTON ROAD
 AB6028'WEST, NORTH BENTON, OH.  44449.  BERLIN AIRPARK, INC.  PRESIDENT IS
 AB6028'JOE GILL.  PHONE 330-584-3375.  TO REACH FROM THE JUNCTION OF U.S.
 AB6028'HIGHWAY 224 AND STATE HIGHWAY 14 ON THE SOUTH SIDE OF THE TRAFFIC
 AB6028'CIRCLE IN DEERFIELD, GO SOUTH-SOUTHWEST, THEN SOUTHEAST ON HIGHWAY 14
 AB6028'FOR 3.46 KM (2.15 MI) TO JOHNSON ROAD ON THE RIGHT.  TURN RIGHT,
 AB6028'SOUTHWEST, ON JOHNSON ROAD FOR 2.09 KM (1.30 MI) TO THE JUNCTION OF
 AB6028'NORTH BENTON ROAD WEST.  TURN RIGHT, WEST, ON NORTH BENTON ROAD WEST
 AB6028'FOR 0.61 KM (0.35 MI) TO A DRIVE ON THE RIGHT LEADING TO THE PIPER
 AB6028'SERVICE CENTER HANGAR.  CONTINUE WEST ON NORTH BENTON ROAD WEST FOR
 AB6028'1.04 KM (0.65 MI) TO A PAVED CROSSROAD (BANDY ROAD) .  TURN RIGHT,
 AB6028'NORTH, ON THE ROAD FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 AB6028'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 AB6028'25 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AB6028'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AB6028'IS 102.4 M (336.0 FT) NORTH-NORTHEAST OF THE CENTER OF THE ROAD
 AB6028'INTERSECTION, 10.6 M (34.8 FT) NORTH-NORTHEAST OF POWER POLE NUMBER
 AB6028'70AH-31, 9.6 M (31.5 FT) EAST OF THE CENTER OF BANDY ROAD, 0.55 M
 AB6028'(1.80 FT) SOUTH OF A FIBERGLASS WITNESS POST, AND 0.5 M (1.6 FT) NORTH
 AB6028'OF A FIBERGLASS WITNESS POST.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS
 AB6028'A CRITERIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6029 ***********************************************************************
 AB6029  CBN         -  This is a Cooperative Base Network Control Station.
 AB6029  PACS        -  This is a Primary Airport Control Station.
 AB6029  DESIGNATION -  4G4 A
 AB6029  PID         -  AB6029
 AB6029  STATE/COUNTY-  OH/MAHONING
 AB6029  USGS QUAD   -  COLUMBIANA (1994)
 AB6029
 AB6029                         *CURRENT SURVEY CONTROL
 AB6029  ___________________________________________________________________
 AB6029* NAD 83(1995)-  40 57 40.75408(N)    080 40 10.68998(W)     ADJUSTED  
 AB6029* NAVD 88     -       327.54   (meters)    1074.6    (feet)  GPS OBS   
 AB6029  ___________________________________________________________________
 AB6029  X           -     782,039.555 (meters)                     COMP
 AB6029  Y           -  -4,759,812.722 (meters)                     COMP
 AB6029  Z           -   4,159,372.809 (meters)                     COMP
 AB6029  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AB6029  ELLIP HEIGHT-         293.50  (meters)          (03/08/05) GPS OBS
 AB6029  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AB6029
 AB6029  HORZ ORDER  -  B
 AB6029  ELLP ORDER  -  FOURTH    CLASS II
 AB6029
 AB6029.This mark is at Youngstown Elser Metro Airport (4G4)
 AB6029
 AB6029.The horizontal coordinates were established by GPS observations
 AB6029.and adjusted by the National Geodetic Survey in August 1996..
 AB6029
 AB6029.The orthometric height was determined by GPS observations and a
 AB6029.high-resolution geoid model.
 AB6029
 AB6029.GPS derived orthometric heights for airport stations designated as
 AB6029.PACS or SACS are published to 2 decimal places.  This maintains
 AB6029.centimeter relative accuracy between the PACS and SACS.  It does
 AB6029.not indicate centimeter accuracy relative to other marks which are
 AB6029.part of the NAVD 88 network.
 AB6029
 AB6029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6029
 AB6029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6029
 AB6029.The ellipsoidal height was determined by GPS observations
 AB6029.and is referenced to NAD 83.
 AB6029
 AB6029.The geoid height was determined by GEOID03.
 AB6029
 AB6029;                    North         East     Units Scale Factor Converg.
 AB6029;SPC OH N     -   145,382.614   754,067.573   MT  0.99994086   +1 12 08.8
 AB6029;UTM  17      - 4,534,515.834   527,800.367   MT  0.99960951   +0 12 59.7
 AB6029
 AB6029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6029!SPC OH N     -   0.99995396  x   0.99994086  =   0.99989483
 AB6029!UTM  17      -   0.99995396  x   0.99960951  =   0.99956349
 AB6029
 AB6029:                Primary Azimuth Mark                     Grid Az
 AB6029:SPC OH N     -  4G4 B                                    270 17 05.4
 AB6029:UTM  17      -  4G4 B                                    271 16 14.5
 AB6029
 AB6029|---------------------------------------------------------------------|
 AB6029| PID    Reference Object                     Distance      Geod. Az  |
 AB6029|                                                           dddmmss.s |
 AB6029| AC8319 4G4 B                               441.903 METERS 2712914.2 |
 AB6029|---------------------------------------------------------------------|
 AB6029
 AB6029                          SUPERSEDED SURVEY CONTROL
 AB6029
 AB6029  ELLIP H (08/20/96)  293.49   (m)                       GP(       ) 4 2
 AB6029
 AB6029.Superseded values are not recommended for survey control.
 AB6029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6029.See file dsdata.txt to determine how the superseded data were derived.
 AB6029
 AB6029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2780034516(NAD 83)
 AB6029_MARKER: I = METAL ROD
 AB6029_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6029_STAMPING: 4G4 A 1995
 AB6029_MARK LOGO: NGS   
 AB6029_PROJECTION: FLUSH
 AB6029_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6029+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6029_ROD/PIPE-DEPTH: 5.4  meters
 AB6029_SLEEVE-DEPTH  : 0.90 meters
 AB6029
 AB6029  HISTORY     - Date     Condition        Report By
 AB6029  HISTORY     - 1995     MONUMENTED       NGS
 AB6029
 AB6029                          STATION DESCRIPTION
 AB6029
 AB6029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6029'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 11 KM
 AB6029'(6.85 MI) SOUTH OF YOUNGSTOWN, 2 KM (1.25 MI) NORTHWEST OF NORTH LIMA,
 AB6029'2 KM (1.25 MI) SOUTHWEST OF INTERSTATE HIGHWAY 76 AT THE
 AB6029'YOUNGSTOWN-ELSER METRO AIRPORT, ON THE HIGHEST SPOT OF THE AIRFIELD,
 AB6029'BETWEEN THE CONNECTOR TAXI TO RUNWAY END 28 AND THE AIRPORT PERIMETER
 AB6029'FENCE.  OWNERSHIP--MICHAEL E.  STANKO, 10800 SHARROTT ROAD, NORTH
 AB6029'LIMA, OH.  44452.  PHONE 330-549-0337.  TO REACH FROM THE UNDERPASS AT
 AB6029'THE JUNCTION OF INTERSTATE HIGHWAY 76 AND STATE HIGHWAY 7 ABOUT 1.8 KM
 AB6029'(1.10 MI) NORTH OF NORTH LIMA, GO SOUTH ON HIGHWAY 7 FOR 0.88 KM (0.55
 AB6029'MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST, ON MIDDLETOWN ROAD FOR
 AB6029'0.85 KM (0.50 MI) TO THE T-JUNCTION OF SHARROTT ROAD.  TURN RIGHT,
 AB6029'NORTH, ON SHARROTT ROAD FOR 0.19 KM (0.10 MI) TO THE AIRPORT ENTRANCE
 AB6029'ROAD ON THE LEFT.  TURN LEFT, WEST, ON THE ROAD FOR 0.29 KM (0.20 MI)
 AB6029'TO THE APRON ON THE RIGHT.  TURN RIGHT, NORTH, ACROSS THE APRON FOR
 AB6029'0.08 KM (0.05 MI) TO THE PARALLEL TAXI.  TURN RIGHT, EAST, ALONG THE
 AB6029'TAXI FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.  THE STATION IS
 AB6029'A PUNCH HOLE TOP CENTER OF A STAINLESS ROD IN A 25 CM GREASE FILLED
 AB6029'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AB6029'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 52.5 M (172.2
 AB6029'FT) SOUTHEAST OF THE CENTER OF THE RUNWAY END, 43.3 M (142.1 FT) EAST
 AB6029'OF THE CENTER OF THE CONNECTOR, 28.9 M (94.8 FT) NORTH-NORTHEAST OF
 AB6029'THE NORTHEAST CORNER OF THE EAST MOST HANGAR, 16.6 M (54.5 FT) WEST OF
 AB6029'THE CENTER OF, AND ABOUT 0.5 M (1.6 FT) LOWER THAN THE CENTER OF
 AB6029'SHARROTT ROAD, AND 3.0 M (9.8 FT) WEST OF A FIBERGLASS WITNESS POST IN
 AB6029'THE WOODEN PERIMETER FENCE.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A
 AB6029'CRITERIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8319 ***********************************************************************
 AC8319  SACS        -  This is a Secondary Airport Control Station.
 AC8319  DESIGNATION -  4G4 B
 AC8319  PID         -  AC8319
 AC8319  STATE/COUNTY-  OH/MAHONING
 AC8319  USGS QUAD   -  COLUMBIANA (1994)
 AC8319
 AC8319                         *CURRENT SURVEY CONTROL
 AC8319  ___________________________________________________________________
 AC8319* NAD 83(1995)-  40 57 41.12546(N)    080 40 29.58088(W)     ADJUSTED  
 AC8319* NAVD 88     -       311.86   (meters)    1023.2    (feet)  GPS OBS   
 AC8319  ___________________________________________________________________
 AC8319  X           -     781,600.486 (meters)                     COMP
 AC8319  Y           -  -4,759,865.230 (meters)                     COMP
 AC8319  Z           -   4,159,371.181 (meters)                     COMP
 AC8319  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AC8319  ELLIP HEIGHT-         277.82  (meters)          (10/07/05) GPS OBS
 AC8319  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AC8319
 AC8319  HORZ ORDER  -  FIRST
 AC8319  ELLP ORDER  -  FIFTH     CLASS I
 AC8319
 AC8319.This mark is at Youngstown Elser Metro Airport (4G4)
 AC8319
 AC8319.The horizontal coordinates were established by GPS observations
 AC8319.and adjusted by the National Geodetic Survey in May 1997..
 AC8319
 AC8319.The orthometric height was determined by GPS observations and a
 AC8319.high-resolution geoid model.
 AC8319
 AC8319.GPS derived orthometric heights for airport stations designated as
 AC8319.PACS or SACS are published to 2 decimal places.  This maintains
 AC8319.centimeter relative accuracy between the PACS and SACS.  It does
 AC8319.not indicate centimeter accuracy relative to other marks which are
 AC8319.part of the NAVD 88 network.
 AC8319
 AC8319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8319
 AC8319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8319
 AC8319.The ellipsoidal height was determined by GPS observations
 AC8319.and is referenced to NAD 83.
 AC8319
 AC8319.The geoid height was determined by GEOID03.
 AC8319
 AC8319;                    North         East     Units Scale Factor Converg.
 AC8319;SPC OH N     -   145,384.811   753,625.701   MT  0.99994085   +1 11 56.4
 AC8319;UTM  17      - 4,534,525.630   527,358.745   MT  0.99960921   +0 12 47.3
 AC8319
 AC8319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8319!SPC OH N     -   0.99995642  x   0.99994085  =   0.99989728
 AC8319!UTM  17      -   0.99995642  x   0.99960921  =   0.99956565
 AC8319
 AC8319:                Primary Azimuth Mark                     Grid Az
 AC8319:SPC OH N     -  4G4 A                                    090 17 05.4
 AC8319:UTM  17      -  4G4 A                                    091 16 14.5
 AC8319
 AC8319|---------------------------------------------------------------------|
 AC8319| PID    Reference Object                     Distance      Geod. Az  |
 AC8319|                                                           dddmmss.s |
 AC8319| AB6029 4G4 A                               441.903 METERS 0912901.8 |
 AC8319|---------------------------------------------------------------------|
 AC8319
 AC8319                          SUPERSEDED SURVEY CONTROL
 AC8319
 AC8319.No superseded survey control is available for this station.
 AC8319
 AC8319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2735934526(NAD 83)
 AC8319_MARKER: DD = SURVEY DISK
 AC8319_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC8319_STAMPING: 4G4 B 1995
 AC8319_MARK LOGO: NGS   
 AC8319_PROJECTION: FLUSH
 AC8319_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8319+STABILITY: SURFACE MOTION
 AC8319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8319+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8319_ROD/PIPE-DEPTH: 1.0  meters
 AC8319
 AC8319  HISTORY     - Date     Condition        Report By
 AC8319  HISTORY     - 1995     MONUMENTED       NGS
 AC8319
 AC8319                          STATION DESCRIPTION
 AC8319
 AC8319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC8319'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) SOUTH OF YOUNGSTOWN, 2 KM
 AC8319'(1.25 MI) NORTHWEST OF NORTH LIMA, 2 KM (1.25 MI) SOUTHWEST OF
 AC8319'INTERSTATE HIGHWAY 76 AT THE YOUNGSTOWN-ELSER METRO AIRPORT, ON THE
 AC8319'SOUTH FACE OF THE SLOPE BETWEEN THE CONNECTOR TAXI AND RUNWAY, AND
 AC8319'JUST EAST OF THE SECOND CONNECTOR.  OWNERSHIP--MICHAEL E.  STANKO,
 AC8319'10800 SHARROTT ROAD, NORTH LIMA, OH.  44452.  PHONE 330-549-0337.  TO
 AC8319'REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 76 AND
 AC8319'STATE HIGHWAY 7 ABOUT 1.8 KM (1.10 MI) NORTH OF NORTH LIMA, GOSOUTH ON
 AC8319'HIGHWAY 7 FOR 0.88 KM (0.55 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 AC8319'WEST, ON MIDDLETOWN ROAD FOR 0.85 KM (0.50 MI) TO THE T-JUNCTION OF
 AC8319'SHARROTT ROAD.  TURN RIGHT, NORTH, ON SHARROTT ROAD FOR 0.19 KM (0.10
 AC8319'MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WEST, ON THE
 AC8319'ROAD FOR 0.29 KM (0.20 MI) TO THE APRON ON THE RIGHT.  TURN RIGHT,
 AC8319'NORTH, ACROSS THE APRON FOR 0.08 KM (0.05 MI) TO THE PARALLEL TAXI.
 AC8319'TURN LEFT, WEST, ALONG THE TAXI FOR 0.08 KM (0.05 MI) TO THE STATION
 AC8319'ON THE RIGHT.  THE STATION IS THE CENTER OF A 5 CM (2 IN) SURVEY DISK
 AC8319'SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE, RECESSED 8 CM (3.2
 AC8319'IN) BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM (5 IN) DIA.  PVC PIPE
 AC8319'WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE
 AC8319'SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM
 AC8319'THE BOTTOM OF THE PIPE.  IT IS 27.1 M (88.9 FT) SOUTH OF, AND ABOUT 2
 AC8319'M (6.6 FT) LOWER THAN THE CENTER OF THE RUNWAY, 12.3 M (40.4 FT) NORTH
 AC8319'OF, AND ABOUT 1 M (3.3 FT) HIGHER THAN THE CENTER OF THE PARALLEL
 AC8319'TAXI, 28.1 M (92.2 FT) NORTH OF THE NORTH FACE OF A HANGAR, 18.9 M
 AC8319'(62.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH ONE OF TWO
 AC8319'VASIS, 16.6 M (54.5 FT) EAST OF THE CENTER OF THE CONNECTOR, AND 0.5 M
 AC8319'(1.6 FT) EAST OF A FIBERGLASS WITNESS POST NOTE--THIS IS A SECONDARY
 AC8319'AIRPORT CONTROL STATION (SACS) DESCRIBED BY D.G.  AUG.  NOTE--THERE IS
 AC8319'NOT A GREASE FILLED SLEEVE ON THE ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8320 ***********************************************************************
 AC8320  SACS        -  This is a Secondary Airport Control Station.
 AC8320  DESIGNATION -  4G4 C
 AC8320  PID         -  AC8320
 AC8320  STATE/COUNTY-  OH/MAHONING
 AC8320  USGS QUAD   -  COLUMBIANA (1994)
 AC8320
 AC8320                         *CURRENT SURVEY CONTROL
 AC8320  ___________________________________________________________________
 AC8320* NAD 83(1995)-  40 57 41.40329(N)    080 40 46.38275(W)     ADJUSTED  
 AC8320* NAVD 88     -       308.65   (meters)    1012.6    (feet)  GPS OBS   
 AC8320  ___________________________________________________________________
 AC8320  X           -     781,211.454 (meters)                     COMP
 AC8320  Y           -  -4,759,920.952 (meters)                     COMP
 AC8320  Z           -   4,159,375.556 (meters)                     COMP
 AC8320  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AC8320  ELLIP HEIGHT-         274.62  (meters)          (10/07/05) GPS OBS
 AC8320  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AC8320
 AC8320  HORZ ORDER  -  FIRST
 AC8320  ELLP ORDER  -  FIFTH     CLASS I
 AC8320
 AC8320.This mark is at Youngstown Elser Metro Airport (4G4)
 AC8320
 AC8320.The horizontal coordinates were established by GPS observations
 AC8320.and adjusted by the National Geodetic Survey in May 1997..
 AC8320
 AC8320.The orthometric height was determined by GPS observations and a
 AC8320.high-resolution geoid model.
 AC8320
 AC8320.GPS derived orthometric heights for airport stations designated as
 AC8320.PACS or SACS are published to 2 decimal places.  This maintains
 AC8320.centimeter relative accuracy between the PACS and SACS.  It does
 AC8320.not indicate centimeter accuracy relative to other marks which are
 AC8320.part of the NAVD 88 network.
 AC8320
 AC8320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8320
 AC8320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8320
 AC8320.The ellipsoidal height was determined by GPS observations
 AC8320.and is referenced to NAD 83.
 AC8320
 AC8320.The geoid height was determined by GEOID03.
 AC8320
 AC8320;                    North         East     Units Scale Factor Converg.
 AC8320;SPC OH N     -   145,385.169   753,232.728   MT  0.99994085   +1 11 45.4
 AC8320;UTM  17      - 4,534,532.747   526,965.967   MT  0.99960895   +0 12 36.3
 AC8320
 AC8320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8320!SPC OH N     -   0.99995692  x   0.99994085  =   0.99989778
 AC8320!UTM  17      -   0.99995692  x   0.99960895  =   0.99956589
 AC8320
 AC8320                          SUPERSEDED SURVEY CONTROL
 AC8320
 AC8320  ELLIP H (05/09/97)  274.61   (m)                       GP(       ) 5 1
 AC8320
 AC8320.Superseded values are not recommended for survey control.
 AC8320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8320.See file dsdata.txt to determine how the superseded data were derived.
 AC8320
 AC8320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2696634533(NAD 83)
 AC8320_MARKER: DD = SURVEY DISK
 AC8320_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC8320_STAMPING: 4G4 C 1995
 AC8320_MARK LOGO: NGS   
 AC8320_PROJECTION: FLUSH
 AC8320_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8320+STABILITY: SURFACE MOTION
 AC8320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8320+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8320_ROD/PIPE-DEPTH: 1.0  meters
 AC8320
 AC8320  HISTORY     - Date     Condition        Report By
 AC8320  HISTORY     - 1995     MONUMENTED       NGS
 AC8320
 AC8320                          STATION DESCRIPTION
 AC8320
 AC8320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC8320'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) SOUTH OF YOUNGSTOWN, 2 KM
 AC8320'(1.25 MI) NORTHWEST OF NORTH LIMA, 2 KM (1.25 MI) SOUTHWEST OF
 AC8320'INTERSTATE HIGHWAY 76 AT THE YOUNGSTOWN-ELSER METRO AIRPORT, ON A
 AC8320'SMALL RIDGE BETWEEN A DITCH AND THE RUNWAY, AND JUST EAST OF A ROW OF
 AC8320'THRESHOLD LIGHTS.  OWNERSHIP--MICHAEL E.  STANKO, 10800 SHARROTT ROAD,
 AC8320'NORTH LIMA, OH.  44452.  PHONE 330-549-0337.  TO REACH FROM THE
 AC8320'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 76 AND STATE HIGHWAY 7
 AC8320'ABOUT 1.8 KM (1.10 MI) NORTH OF NORTH LIMA, GOSOUTH ON HIGHWAY 7 FOR
 AC8320'0.88 KM (0.55 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST, ON
 AC8320'MIDDLETOWN ROAD FOR 0.85 KM (0.50 MI) TO THE T-JUNCTION OF SHARROTT
 AC8320'ROAD.  TURN RIGHT, NORTH, ON SHARROTT ROAD FOR 0.19 KM (0.10 MI) TO
 AC8320'THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WEST, ON THE ROAD
 AC8320'FOR 0.29 KM (0.20 MI) TO THE APRON ON THE RIGHT.  TURN RIGHT, NORTH,
 AC8320'ACROSS THE APRON FOR 0.08 KM (0.05 MI) TO THE PARALLEL TAXI.  TURN
 AC8320'LEFT, WEST, ALONG THE TAXI FOR 0.32 KM (0.20 MI) TO THE END OF THE
 AC8320'PARALLEL TAXI.  CONTINUE WEST, ALONG THE RUNWAY TO THE THRESHOLD
 AC8320'LIGHTS AND THE STATION ON THE LEFT.  THE STATION IS THE CENTER OF A 5
 AC8320'CM (2 IN) SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO
 AC8320'PIPE, RECESSED 8 CM (3.2 IN) BELOW GROUND LEVEL AND ENCASED IN A 12.7
 AC8320'CM (5 IN) DIA.  PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE
 AC8320'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE CIRCULAR
 AC8320'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  IT IS 21.6 M (70.9
 AC8320'FT) SOUTH OF, AND ABOUT 1 M (3.3 FT) HIGHER THE CENTER OF THE RUNWAY,
 AC8320'7.5 M (24.6 FT) WEST OF A ROW OF THRESHOLD LIGHTS, 4.5 M (14.8 FT)
 AC8320'NORTH OF THE NORTH EDGE OF 3 M (9.8 FT) WIDE DITCH, AND 0.3 M (1.0 FT)
 AC8320'EAST OF A FIBERGLASS WITNESS POST.  NOTE--THIS IS A SECONDARY AIRPORT
 AC8320'CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9993 ***********************************************************************
 AD9993  SACS        -  This is a Secondary Airport Control Station.
 AD9993  DESIGNATION -  4G5 A
 AD9993  PID         -  AD9993
 AD9993  STATE/COUNTY-  OH/MONROE
 AD9993  USGS QUAD   -  WOODSFIELD (1994)
 AD9993
 AD9993                         *CURRENT SURVEY CONTROL
 AD9993  ___________________________________________________________________
 AD9993* NAD 83(1995)-  39 46 37.81271(N)    081 06 32.83620(W)     ADJUSTED  
 AD9993* NAVD 88     -       362.73   (meters)    1190.1    (feet)  GPS OBS   
 AD9993  ___________________________________________________________________
 AD9993  X           -     758,674.453 (meters)                     COMP
 AD9993  Y           -  -4,849,844.836 (meters)                     COMP
 AD9993  Z           -   4,059,212.173 (meters)                     COMP
 AD9993  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AD9993  ELLIP HEIGHT-         328.93  (meters)          (10/07/05) GPS OBS
 AD9993  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 AD9993
 AD9993  HORZ ORDER  -  FIRST
 AD9993  ELLP ORDER  -  FOURTH    CLASS II
 AD9993
 AD9993.This mark is at Monroe County Airport (4G5)
 AD9993
 AD9993.The horizontal coordinates were established by GPS observations
 AD9993.and adjusted by the National Geodetic Survey in July 1997..
 AD9993
 AD9993.The orthometric height was determined by GPS observations and a
 AD9993.high-resolution geoid model.
 AD9993
 AD9993.GPS derived orthometric heights for airport stations designated as
 AD9993.PACS or SACS are published to 2 decimal places.  This maintains
 AD9993.centimeter relative accuracy between the PACS and SACS.  It does
 AD9993.not indicate centimeter accuracy relative to other marks which are
 AD9993.part of the NAVD 88 network.
 AD9993
 AD9993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9993
 AD9993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9993
 AD9993.The ellipsoidal height was determined by GPS observations
 AD9993.and is referenced to NAD 83.
 AD9993
 AD9993.The geoid height was determined by GEOID03.
 AD9993
 AD9993;                    North         East     Units Scale Factor Converg.
 AD9993;SPC OH S     -   198,209.828   719,148.121   MT  0.99995936   +0 52 57.1
 AD9993;UTM  17      - 4,403,031.460   490,655.243   MT  0.99960108   -0 04 11.3
 AD9993
 AD9993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9993!SPC OH S     -   0.99994840  x   0.99995936  =   0.99990776
 AD9993!UTM  17      -   0.99994840  x   0.99960108  =   0.99954950
 AD9993
 AD9993                          SUPERSEDED SURVEY CONTROL
 AD9993
 AD9993  ELLIP H (07/01/97)  328.97   (m)                       GP(       ) 4 2
 AD9993
 AD9993.Superseded values are not recommended for survey control.
 AD9993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9993.See file dsdata.txt to determine how the superseded data were derived.
 AD9993
 AD9993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME9065503031(NAD 83)
 AD9993_MARKER: DD = SURVEY DISK
 AD9993_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AD9993+WITH SETTING: INFORMATION.
 AD9993_STAMPING: 4G5 A 1995
 AD9993_MARK LOGO: NGS   
 AD9993_PROJECTION: RECESSED 2 CENTIMETERS
 AD9993_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9993+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9993_ROD/PIPE-DEPTH: 1.0  meters
 AD9993
 AD9993  HISTORY     - Date     Condition        Report By
 AD9993  HISTORY     - 1995     MONUMENTED       NGS
 AD9993
 AD9993                          STATION DESCRIPTION
 AD9993
 AD9993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9993'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTH-NORTHEAST OF
 AD9993'WOODSFIELD, AT THE MONROE COUNTY AIRPORT.  IN THE GRASS, NORTHWEST OF
 AD9993'AND IN LINE WITH THE SOUTHWEST EDGE OF RUNWAY END 7, NEAR THE EDGE OF
 AD9993'A SLOPED BANK.  OWNERSHIP--MONROE COUNTY AIRPORT AUTHORITY, 47073
 AD9993'STATE ROUTE 26, WOODSFIELD, OH.  43793.  AIRPORT MANAGER HARRY SMITH,
 AD9993'PHONE 614-472-1882.  NOTE--THIS STATION WAS SELECTED AS A (SACS) . TO
 AD9993'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 800 AND 26 ON
 AD9993'THE NORTH SIDE OF WOODSFIELD, GO NORTHEASTERLY 2.53 KM (1.55 MI) ALONG
 AD9993'HIGHWAY 26, PASSING THE FAIR GROUNDS, TO THE AIRPORT ENTRANCE GATE ON
 AD9993'THE LEFT.  TURN LEFT, NORTHWEST, 0.13 KM (0.10 MI) THROUGH GATE,
 AD9993'ACROSS APRON, AND ALONG TAXI TO THE RUNWAY.  TURN LEFT, SOUTHWEST,
 AD9993'0.80 KM (0.50 MI) ALONG RUNWAY TO ITS END AND THE STATION ON THE
 AD9993'RIGHT.  STATION IS 54.8 M (179.8 FT) WEST OF THE MOST NORTHWEST 1 OF 3
 AD9993'THRESHOLD LIGHTS, 30.2 M (99.1 FT) NORTHWEST OF THE EXTENDED RUNWAY
 AD9993'CENTERLINE, 18.8 M (61.7 FT) NORTHWEST OF THE WEST CORNER OF RUNWAY
 AD9993'END 7, 3.2 M (10.5 FT) SOUTHEAST OF A WITNESS POST, AND 1.5 M (4.9 FT)
 AD9993'SOUTHEAST OF A SLOPED BANK.  NOTE--ACCESS TO THE DATUM POINT IS
 AD9993'THROUGH A 5-INCH LOGO CAP.  BY R.G.  HAYES THIS IS A SECONDARY AIRPORT
 AD9993'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD8829 ***********************************************************************
 AD8829  SACS        -  This is a Secondary Airport Control Station.
 AD8829  DESIGNATION -  4I3 A
 AD8829  PID         -  AD8829
 AD8829  STATE/COUNTY-  OH/KNOX
 AD8829  USGS QUAD   -  HOMER (1984)
 AD8829
 AD8829                         *CURRENT SURVEY CONTROL
 AD8829  ___________________________________________________________________
 AD8829* NAD 83(1995)-  40 19 40.92778(N)    082 30 53.25840(W)     ADJUSTED  
 AD8829* NAVD 88     -       359.90   (meters)    1180.8    (feet)  GPS OBS   
 AD8829  ___________________________________________________________________
 AD8829  X           -     634,345.926 (meters)                     COMP
 AD8829  Y           -  -4,827,968.338 (meters)                     COMP
 AD8829  Z           -   4,106,032.076 (meters)                     COMP
 AD8829  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AD8829  ELLIP HEIGHT-         326.07  (meters)          (10/07/05) GPS OBS
 AD8829  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 AD8829
 AD8829  HORZ ORDER  -  FIRST
 AD8829  ELLP ORDER  -  FIFTH     CLASS I
 AD8829
 AD8829.This mark is at Knox County Airport (4I3)
 AD8829
 AD8829.The horizontal coordinates were established by GPS observations
 AD8829.and adjusted by the National Geodetic Survey in July 1997..
 AD8829
 AD8829.The orthometric height was determined by GPS observations and a
 AD8829.high-resolution geoid model.
 AD8829
 AD8829.GPS derived orthometric heights for airport stations designated as
 AD8829.PACS or SACS are published to 2 decimal places.  This maintains
 AD8829.centimeter relative accuracy between the PACS and SACS.  It does
 AD8829.not indicate centimeter accuracy relative to other marks which are
 AD8829.part of the NAVD 88 network.
 AD8829
 AD8829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8829
 AD8829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8829
 AD8829.The ellipsoidal height was determined by GPS observations
 AD8829.and is referenced to NAD 83.
 AD8829
 AD8829.The geoid height was determined by GEOID03.
 AD8829
 AD8829;                    North         East     Units Scale Factor Converg.
 AD8829;SPC OH N     -    73,443.546   598,742.722   MT  1.00002184   -0 00 35.0
 AD8829;UTM  17      - 4,465,268.001   371,316.032   MT  0.99980384   -0 58 49.6
 AD8829
 AD8829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8829!SPC OH N     -   0.99994885  x   1.00002184  =   0.99997069
 AD8829!UTM  17      -   0.99994885  x   0.99980384  =   0.99975270
 AD8829
 AD8829                          SUPERSEDED SURVEY CONTROL
 AD8829
 AD8829  ELLIP H (07/01/97)  326.09   (m)                       GP(       ) 5 1
 AD8829
 AD8829.Superseded values are not recommended for survey control.
 AD8829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8829.See file dsdata.txt to determine how the superseded data were derived.
 AD8829
 AD8829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7131665268(NAD 83)
 AD8829_MARKER: DD = SURVEY DISK
 AD8829_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AD8829+WITH SETTING: INFORMATION.
 AD8829_STAMPING: 4I3 A 1995
 AD8829_MARK LOGO: NGS   
 AD8829_PROJECTION: RECESSED 3 CENTIMETERS
 AD8829_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8829+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD8829_ROD/PIPE-DEPTH: 1.0  meters
 AD8829
 AD8829  HISTORY     - Date     Condition        Report By
 AD8829  HISTORY     - 1995     MONUMENTED       NGS
 AD8829
 AD8829                          STATION DESCRIPTION
 AD8829
 AD8829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD8829'THE STATION IS LOCATED ABOUT 47 KM (29.20 MI) NORTHEAST OF COLUMBUS, 6
 AD8829'KM (3.70 MI) SOUTHWEST OF MT.  VERNON AT THE KNOX COUNTY AIRPORT, ON
 AD8829'THE EAST SIDE OF THE RUNUP RAMP AT THE EAST END OF THE AIRFIELD, ON
 AD8829'THE SOUTHWEST SIDE OF AN S-CURVE OF A CUTBANK, AND IN LINE WITH THE
 AD8829'THRESHOLD LIGHTS.  OWNERSHIP--KNOX COUNTY, 6481 KINNEY ROAD, MT.
 AD8829'VERNON, OH 43050.  AIRPORT MANAGER IS DAVE PIPER.  PHONE 614-397-9647.
 AD8829'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 36 AND STATE HIGHWAYS 229
 AD8829'AND 3 ABOUT 1.5 KM (0.95 MI) WEST OF MT.  VERNON, GO SOUTHWEST ON
 AD8829'HIGHWAY 36 AND 3 FOR 2.61 KM (1.60 MI) TO A PAVED ROAD LEFT (KINNEY
 AD8829'ROAD) .  TURN LEFT, SOUTHWEST, ON KINNEY ROAD FOR 4.83 KM (3.00 MI) TO
 AD8829'A GATE AT THE APRON.  CONTINUE AHEAD, SOUTH, PASSING THROUGH THE GATE
 AD8829'AND ACROSS APRON FOR 0.08 KM (0.05 MI) TO THE PARALLEL TAXI.  TURN
 AD8829'LEFT, EAST, ALONG TAXI FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF THE
 AD8829'RUNWAY.  TURN LEFT, EAST, ALONG RUNWAY FOR 0.31 KM (0.20 MI) TO THE
 AD8829'END OF RUNWAY AND THE STATION ON THE LEFT. THE STATION IS A SURVEY
 AD8829'DISK SET IN THE TOP OF A 1 M (3.3 FT) LONG FENO ROD ENCASED IN A 12.7
 AD8829'CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 AD8829'GROUND.  IT IS 28.3 M (92.8 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 AD8829'END OF THE RUNWAY, 14.3 M (46.9 FT) NORTH OF THE NORTH MOST THRESHOLD
 AD8829'LIGHT, 3.0 M (9.8 FT) EAST OF THE EAST EDGE OF THE RUNUP RAMP, ABOUT 3
 AD8829'M (9.8 FT) SOUTHWEST OF THE TOP OF A CUTBANK, AND 0.3 M (1.0 FT) WEST
 AD8829'OF A WITNESS POST. DESCRIBED BY D.G.  AUG THIS IS A SECONDARY AIRPORT
 AD8829'CONTROL STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD8830 ***********************************************************************
 AD8830  DESIGNATION -  4I3 B
 AD8830  PID         -  AD8830
 AD8830  STATE/COUNTY-  OH/KNOX
 AD8830  USGS QUAD   -  HOMER (1984)
 AD8830
 AD8830                         *CURRENT SURVEY CONTROL
 AD8830  ___________________________________________________________________
 AD8830* NAD 83(1995)-  40 19 45.94295(N)    082 31 14.12956(W)     ADJUSTED  
 AD8830* NAVD 88     -       358.8    (meters)    1177.     (feet)  GPS OBS   
 AD8830  ___________________________________________________________________
 AD8830  X           -     633,844.254 (meters)                     COMP
 AD8830  Y           -  -4,827,932.381 (meters)                     COMP
 AD8830  Z           -   4,106,149.279 (meters)                     COMP
 AD8830  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AD8830  ELLIP HEIGHT-         324.94  (meters)          (10/07/05) GPS OBS
 AD8830  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 AD8830
 AD8830  HORZ ORDER  -  THIRD
 AD8830  ELLP ORDER  -  FIFTH     CLASS I
 AD8830
 AD8830.The horizontal coordinates were established by GPS observations
 AD8830.and adjusted by the National Geodetic Survey in July 1997..
 AD8830
 AD8830.The orthometric height was determined by GPS observations and a
 AD8830.high-resolution geoid model.
 AD8830
 AD8830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8830
 AD8830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8830
 AD8830.The ellipsoidal height was determined by GPS observations
 AD8830.and is referenced to NAD 83.
 AD8830
 AD8830.The geoid height was determined by GEOID03.
 AD8830
 AD8830;                    North         East     Units Scale Factor Converg.
 AD8830;SPC OH N     -    73,598.341   598,250.050   MT  1.00002153   -0 00 48.7
 AD8830;UTM  17      - 4,465,431.085   370,826.160   MT  0.99980540   -0 59 03.2
 AD8830
 AD8830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8830!SPC OH N     -   0.99994903  x   1.00002153  =   0.99997056
 AD8830!UTM  17      -   0.99994903  x   0.99980540  =   0.99975444
 AD8830
 AD8830|---------------------------------------------------------------------|
 AD8830| PID    Reference Object                     Distance      Geod. Az  |
 AD8830|                                                           dddmmss.s |
 AD8830| KZ2191 VERNPORT                            129.412 METERS 25445     |
 AD8830|---------------------------------------------------------------------|
 AD8830
 AD8830                          SUPERSEDED SURVEY CONTROL
 AD8830
 AD8830  ELLIP H (07/01/97)  324.96   (m)                       GP(       ) 5 1
 AD8830
 AD8830.Superseded values are not recommended for survey control.
 AD8830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8830.See file dsdata.txt to determine how the superseded data were derived.
 AD8830
 AD8830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7082665431(NAD 83)
 AD8830_MARKER: I = METAL ROD
 AD8830_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD8830_STAMPING: 4I3 B 1995
 AD8830_MARK LOGO: NGS   
 AD8830_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8830+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1995
 AD8830
 AD8830  HISTORY     - Date     Condition        Report By
 AD8830  HISTORY     - 1995     MONUMENTED       OHDT
 AD8830  HISTORY     - 19950517 GOOD             NGS
 AD8830
 AD8830                          STATION DESCRIPTION
 AD8830
 AD8830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD8830'THE STATION IS LOCATED ABOUT 47 KM (29.20 MI) NORTHEAST OF COLUMBUS, 6
 AD8830'KM (3.70 MI) SOUTHWEST OF MT.  VERNON AT THE KNOX COUNTY AIRPORT, ON A
 AD8830'LOW GRASS KNOLL BETWEEN THE WINDSOCK AND PARALLEL TAXI, AND JUST
 AD8830'SOUTHEAST OF THE WINDSOCK.  OWNERSHIP--KNOX COUNTY, 6481 KINNEY ROAD,
 AD8830'MT.  VERNON, OH 43050.  AIRPORT MANAGER IS DAVE PIPER.  PHONE
 AD8830'614-397-9647.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 36 AND
 AD8830'STATE HIGHWAYS 229 AND 3 ABOUT 1.5 KM (0.95 MI) WEST OF MT.  VERNON,
 AD8830'GO SOUTHWEST ON HIGHWAY 36 AND 3 FOR 2.61 KM (1.60 MI) TO A PAVED ROAD
 AD8830'LEFT (KINNEY ROAD) .  TURN LEFT, SOUTHWEST, ON KINNEY ROAD FOR 4.83 KM
 AD8830'(3.00 MI) TO A GATE AT THE APRON.  CONTINUE AHEAD, SOUTH, PASSING
 AD8830'THROUGH THE GATE AND ACROSS APRON FOR 0.08 KM (0.05 MI) TO THE
 AD8830'PARALLEL TAXI.  TURN LEFT, EAST, ALONG TAXI FOR 0.07 KM (0.05 MI) TO
 AD8830'THE STATION ON THE LEFT.  THE STATION IS A SURVEY DISK ATOP A
 AD8830'STAINLESS STEEL IN A GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC
 AD8830'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 AD8830'IT IS 80.5 M (264.1 FT) EAST OF THE NORTHEAST CORNER OF THE
 AD8830'INTERSECTION, 65.8 M (215.9 FT) SOUTHWEST OF THE WINDSOCK, AND 32.9 M
 AD8830'(107.9 FT) NORTH OF THE NORTH EDGE OF THE TAXI.  DESCRIBED BY D.G. AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9597 ***********************************************************************
 AD9597  DESIGNATION -  4I9 A
 AD9597  PID         -  AD9597
 AD9597  STATE/COUNTY-  OH/MORROW
 AD9597  USGS QUAD   -  MOUNT GILEAD (1987)
 AD9597
 AD9597                         *CURRENT SURVEY CONTROL
 AD9597  ___________________________________________________________________
 AD9597* NAD 83(1995)-  40 31 31.63026(N)    082 51 21.79907(W)     ADJUSTED  
 AD9597* NAVD 88     -       327.0    (meters)    1073.     (feet)  GPS OBS   
 AD9597  ___________________________________________________________________
 AD9597  X           -     603,807.698 (meters)                     COMP
 AD9597  Y           -  -4,817,529.870 (meters)                     COMP
 AD9597  Z           -   4,122,699.060 (meters)                     COMP
 AD9597  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 AD9597  ELLIP HEIGHT-         292.97  (meters)          (10/07/05) GPS OBS
 AD9597  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AD9597
 AD9597  HORZ ORDER  -  THIRD
 AD9597  ELLP ORDER  -  FOURTH    CLASS II
 AD9597
 AD9597.This mark is at Morrow County Airport (4I9)
 AD9597
 AD9597.The horizontal coordinates were established by GPS observations
 AD9597.and adjusted by the National Geodetic Survey in June 1997..
 AD9597
 AD9597.The orthometric height was determined by GPS observations and a
 AD9597.high-resolution geoid model.
 AD9597
 AD9597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9597
 AD9597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9597
 AD9597.The ellipsoidal height was determined by GPS observations
 AD9597.and is referenced to NAD 83.
 AD9597
 AD9597.The geoid height was determined by GEOID03.
 AD9597
 AD9597;                    North         East     Units Scale Factor Converg.
 AD9597;SPC OH N     -    95,426.848   569,829.977   MT  0.99998363   -0 14 02.1
 AD9597;UTM  17      - 4,487,734.957   342,784.396   MT  0.99990425   -1 12 22.6
 AD9597
 AD9597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9597!SPC OH N     -   0.99995404  x   0.99998363  =   0.99993768
 AD9597!UTM  17      -   0.99995404  x   0.99990425  =   0.99985830
 AD9597
 AD9597|---------------------------------------------------------------------|
 AD9597| PID    Reference Object                     Distance      Geod. Az  |
 AD9597|                                                           dddmmss.s |
 AD9597| KZ2154 GILPORT                             157.944 METERS 11937     |
 AD9597|---------------------------------------------------------------------|
 AD9597
 AD9597                          SUPERSEDED SURVEY CONTROL
 AD9597
 AD9597  ELLIP H (06/22/97)  292.98   (m)                       GP(       ) 4 2
 AD9597
 AD9597.Superseded values are not recommended for survey control.
 AD9597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9597.See file dsdata.txt to determine how the superseded data were derived.
 AD9597
 AD9597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4278487735(NAD 83)
 AD9597_MARKER: DD = SURVEY DISK
 AD9597_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AD9597+WITH SETTING: INFORMATION.
 AD9597_STAMPING: 4I9 A 1995
 AD9597_MARK LOGO: NGS   
 AD9597_PROJECTION: FLUSH
 AD9597_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9597+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9597_ROD/PIPE-DEPTH: 1    meters
 AD9597
 AD9597  HISTORY     - Date     Condition        Report By
 AD9597  HISTORY     - 1995     MONUMENTED       OHDT
 AD9597
 AD9597                          STATION DESCRIPTION
 AD9597
 AD9597'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (SAF)
 AD9597'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTH-NORTHWEST OF FULTON,
 AD9597'5 KM (3.10 MI) NORTHEAST OF CARDINGTON, AND 3 KM (1.85 MI) SOUTHWEST
 AD9597'OF MOUNT GILEAD AT THE MORROW COUNTY AIRPORT.  OWNERSHIP--MORROW
 AD9597'COUNTY, 4679 TOWNSHIP ROAD 126, CARDINGTON, OH.  43315.  AIRPORT
 AD9597'MANAGER IS CARL FISHER, JR.  AIRPORT PHONE IS 419-947-1833, HOME PHONE
 AD9597'IS 419-768-3844.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 42 AND
 AD9597'STATE HIGHWAY 61 ABOUT 1.6 KM (1.00 MI) SOUTH OF MOUNT GILEAD, GO
 AD9597'SOUTH ON HIGHWAY 42 FOR 4.67 KM (2.90 MI) TO TOWNSHIP ROAD 126 (MOUNT
 AD9597'GILEAD ROAD) ON THE RIGHT, TURN RIGHT AND GO NORTH ON MOUNT GILEAD
 AD9597'ROAD FOR 1.2 KM (0.75 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 AD9597'RIGHT AND GO SOUTHEASTERLY ON THE AIRPORT ENTRANCE ROAD FOR ABOUT 378
 AD9597'FT (115.2 M) TO THE STATION ON THE RIGHT.  THE STATION IS 178.6 FT
 AD9597'(54.4 M) SOUTHWEST OF THE AIRPORT OFFICE BUILDING, 55.0 FT (16.8 M)
 AD9597'NORTHEAST OF A CHAIN LINK FENCE CORNER POST, 43.4 FT (13.2 M) EAST OF
 AD9597'THE SOUTHEAST OF A CHAIN LINK FENCE END POST AND 28.4 FT (8.7 M) SOUTH
 AD9597'OF THE CENTER OF THE ENTRANCE ROAD.  THIS STATION WAS DESCRIBED BY OH
 AD9597'DOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9596 ***********************************************************************
 AD9596  SACS        -  This is a Secondary Airport Control Station.
 AD9596  DESIGNATION -  4I9 B
 AD9596  PID         -  AD9596
 AD9596  STATE/COUNTY-  OH/MORROW
 AD9596  USGS QUAD   -  MOUNT GILEAD (1987)
 AD9596
 AD9596                         *CURRENT SURVEY CONTROL
 AD9596  ___________________________________________________________________
 AD9596* NAD 83(1995)-  40 31 29.80974(N)    082 50 59.51146(W)     ADJUSTED  
 AD9596* NAVD 88     -       329.53   (meters)    1081.1    (feet)  GPS OBS   
 AD9596  ___________________________________________________________________
 AD9596  X           -     604,333.023 (meters)                     COMP
 AD9596  Y           -  -4,817,502.691 (meters)                     COMP
 AD9596  Z           -   4,122,657.997 (meters)                     COMP
 AD9596  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 AD9596  ELLIP HEIGHT-         295.47  (meters)          (10/07/05) GPS OBS
 AD9596  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AD9596
 AD9596  HORZ ORDER  -  FIRST
 AD9596  ELLP ORDER  -  FOURTH    CLASS II
 AD9596
 AD9596.This mark is at Morrow County Airport (4I9)
 AD9596
 AD9596.The horizontal coordinates were established by GPS observations
 AD9596.and adjusted by the National Geodetic Survey in June 1997..
 AD9596
 AD9596.The orthometric height was determined by GPS observations and a
 AD9596.high-resolution geoid model.
 AD9596
 AD9596.GPS derived orthometric heights for airport stations designated as
 AD9596.PACS or SACS are published to 2 decimal places.  This maintains
 AD9596.centimeter relative accuracy between the PACS and SACS.  It does
 AD9596.not indicate centimeter accuracy relative to other marks which are
 AD9596.part of the NAVD 88 network.
 AD9596
 AD9596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9596
 AD9596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9596
 AD9596.The ellipsoidal height was determined by GPS observations
 AD9596.and is referenced to NAD 83.
 AD9596
 AD9596.The geoid height was determined by GEOID03.
 AD9596
 AD9596;                    North         East     Units Scale Factor Converg.
 AD9596;SPC OH N     -    95,368.571   570,354.337   MT  0.99998371   -0 13 47.4
 AD9596;UTM  17      - 4,487,667.795   343,307.651   MT  0.99990223   -1 12 08.1
 AD9596
 AD9596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9596!SPC OH N     -   0.99995365  x   0.99998371  =   0.99993736
 AD9596!UTM  17      -   0.99995365  x   0.99990223  =   0.99985589
 AD9596
 AD9596|---------------------------------------------------------------------|
 AD9596| PID    Reference Object                     Distance      Geod. Az  |
 AD9596|                                                           dddmmss.s |
 AD9596| KZ2154 GILPORT                             387.922 METERS 26646     |
 AD9596|---------------------------------------------------------------------|
 AD9596
 AD9596                          SUPERSEDED SURVEY CONTROL
 AD9596
 AD9596  ELLIP H (06/22/97)  295.48   (m)                       GP(       ) 4 2
 AD9596
 AD9596.Superseded values are not recommended for survey control.
 AD9596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9596.See file dsdata.txt to determine how the superseded data were derived.
 AD9596
 AD9596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4330887668(NAD 83)
 AD9596_MARKER: DD = SURVEY DISK
 AD9596_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AD9596+WITH SETTING: INFORMATION.
 AD9596_STAMPING: 4I9 B 1995
 AD9596_MARK LOGO: NGS   
 AD9596_PROJECTION: FLUSH
 AD9596_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9596+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 AD9596_ROD/PIPE-DEPTH: 1.0  meters
 AD9596
 AD9596  HISTORY     - Date     Condition        Report By
 AD9596  HISTORY     - 1995     MONUMENTED       NGS
 AD9596  HISTORY     - 20030728 GOOD             USPSQD
 AD9596
 AD9596                          STATION DESCRIPTION
 AD9596
 AD9596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9596'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTH-NORTHWEST OF FULTON,
 AD9596'5 KM (3.10 MI) NORTHEAST OF CARDINGTON, AND 3 KM (1.85 MI) SOUTHWEST
 AD9596'OF MOUNT GILEAD AT THE MORROW COUNTY AIRPORT, BETWEEN THE RUNWAY AND
 AD9596'PARALLEL TAXI, AND ON THE EAST SIDE OF THE MIDFIELD CONNECTOR TAXI.
 AD9596'OWNERSHIP--MORROW COUNTY, 4679 TOWNSHIP ROAD 126, CARDINGTON, OH.
 AD9596'43315.  AIRPORT MANAGER IS CARL FISHER, JR.  AIRPORT PHONE IS
 AD9596'419-947-1833, HOME PHONE IS 419-768-3844.  TO REACH FROM THE JUNCTION
 AD9596'OF U.S.  HIGHWAY 42 AND STATE HIGHWAY 61 ABOUT 1.6 KM (1.00 MI) SOUTH
 AD9596'OF MOUNT GILEAD, GO SOUTH ON HIGHWAY 42 FOR 4.67 KM (2.90 MI) TO
 AD9596'TOWNSHIP ROAD 126 ON THE RIGHT.  TURN RIGHT, NORTH, ON THE ROAD FOR
 AD9596'1.2 KM (0.75 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 AD9596'SOUTHEASTERLY, FOR 0.24 KM (0.15 MI) TO A GATE.  PASS THROUGH THE GATE
 AD9596'AND BEAR LEFT, EAST, ALONG THE PARALLEL TAXI FOR 0.4 KM (0.25 MI) TO
 AD9596'THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 25 CM
 AD9596'ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 47.3 M (155.2
 AD9596'FT) NORTH OF THE RUNWAY CENTER, 38.8 M (127.3 FT) SOUTH OF THE TAXI
 AD9596'CENTER, 14.3 M (46.9 FT) EAST OF THE CONNECTOR TAXI CENTER, 17.7 M
 AD9596'(58.1 FT) NORTH OF THE EAST END OF A CONCRETE CULVERT, AND 0.3 M (1.0
 AD9596'FT) WEST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG THIS IS
 AD9596'A SECONDARY AIRPORT CONTROL STATION.
 AD9596
 AD9596                          STATION RECOVERY (2003)
 AD9596
 AD9596'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AD9596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1651 ***********************************************************************
 KY1651  DESIGNATION -  5
 KY1651  PID         -  KY1651
 KY1651  STATE/COUNTY-  OH/STARK
 KY1651  USGS QUAD   -  CANAL FULTON (1994)
 KY1651
 KY1651                         *CURRENT SURVEY CONTROL
 KY1651  ___________________________________________________________________
 KY1651* NAD 83(1986)-  40 52 40.     (N)    081 35 14.     (W)     SCALED    
 KY1651* NAVD 88     -       288.715  (meters)     947.23   (feet)  ADJUSTED  
 KY1651  ___________________________________________________________________
 KY1651  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KY1651  DYNAMIC HT  -         288.586 (meters)     946.80  (feet)  COMP
 KY1651  MODELED GRAV-     980,169.6   (mgal)                       NAVD 88
 KY1651
 KY1651  VERT ORDER  -  FIRST     CLASS II
 KY1651
 KY1651.The horizontal coordinates were scaled from a topographic map and have
 KY1651.an estimated accuracy of +/- 6 seconds.
 KY1651
 KY1651.The orthometric height was determined by differential leveling
 KY1651.and adjusted by the National Geodetic Survey in June 1991..
 KY1651
 KY1651.The geoid height was determined by GEOID03.
 KY1651
 KY1651.The dynamic height is computed by dividing the NAVD 88
 KY1651.geopotential number by the normal gravity value computed on the
 KY1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1651.degrees latitude (g = 980.6199 gals.).
 KY1651
 KY1651.The modeled gravity was interpolated from observed gravity values.
 KY1651
 KY1651;                    North         East    Units  Estimated Accuracy
 KY1651;SPC OH N     -   134,890.      676,930.      MT  (+/- 180 meters Scaled)
 KY1651
 KY1651                          SUPERSEDED SURVEY CONTROL
 KY1651
 KY1651  NGVD 29 (??/??/92)  288.941  (m)          947.97   (f) ADJ UNCH    1 2
 KY1651
 KY1651.Superseded values are not recommended for survey control.
 KY1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1651.See file dsdata.txt to determine how the superseded data were derived.
 KY1651
 KY1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF505253(NAD 83)
 KY1651_MARKER: Z = SEE DESCRIPTION
 KY1651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1651_SP_SET: RAIL
 KY1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1651
 KY1651  HISTORY     - Date     Condition        Report By
 KY1651  HISTORY     - 1967     MONUMENTED       BORR
 KY1651  HISTORY     - 1954     MARK NOT FOUND   NGS
 KY1651  HISTORY     - 1967     MARK NOT FOUND   BORR
 KY1651  HISTORY     - 19930105 MARK NOT FOUND   OHDT
 KY1651
 KY1651                          STATION DESCRIPTION
 KY1651
 KY1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1651'1 MI SE FROM CANAL FULTON.
 KY1651'1.0 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1651'THE STATION AT CANAL FULTON, STARK COUNTY, 15 YARDS NORTHWEST OF
 KY1651'POLE 103+41, 4.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 KY1651'1.3 FEET LOWER THAN THE TOP OF THE RAIL.  THE HIGHEST POINT
 KY1651'OF A SECTION OF RAIL.  NOTE-- IT WAS REPORTED IN JUNE 1935 THAT
 KY1651'THE RAIL WAS INCLINED AT ABOUT 30 DEG FROM THE VERTICAL.
 KY1651
 KY1651                          STATION RECOVERY (1967)
 KY1651
 KY1651'RECOVERY NOTE BY BALTIMORE AND OHIO RAILROAD 1967
 KY1651'MARK NOT FOUND.
 KY1651
 KY1651                          STATION RECOVERY (1993)
 KY1651
 KY1651'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY1651'------REPORT BY ODOT -----YEAR 1993--------CONDITION - UNKNOWN--
 KY1651' 
 KY1651'NOTE** NO RAIL WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2434 ***********************************************************************
 AB2434  DESIGNATION -  5
 AB2434  PID         -  AB2434
 AB2434  STATE/COUNTY-  OH/ATHENS
 AB2434  USGS QUAD   -  ALFRED (1994)
 AB2434
 AB2434                         *CURRENT SURVEY CONTROL
 AB2434  ___________________________________________________________________
 AB2434* NAD 83(1995)-  39 13 16.29660(N)    081 57 56.61387(W)     ADJUSTED  
 AB2434* NAVD 88     -       228.1    (meters)     748.     (feet)  GPS OBS   
 AB2434  ___________________________________________________________________
 AB2434  X           -     691,557.603 (meters)                     COMP
 AB2434  Y           -  -4,899,420.632 (meters)                     COMP
 AB2434  Z           -   4,011,493.616 (meters)                     COMP
 AB2434  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AB2434  ELLIP HEIGHT-         193.87  (meters)          (11/14/05) GPS OBS
 AB2434  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 AB2434
 AB2434  HORZ ORDER  -  FIRST
 AB2434  ELLP ORDER  -  FOURTH    CLASS II
 AB2434
 AB2434.The horizontal coordinates were established by GPS observations
 AB2434.and adjusted by the CANTER SURVEYING GPS in November 2005..
 AB2434
 AB2434.The orthometric height was determined by GPS observations and a
 AB2434.high-resolution geoid model.
 AB2434
 AB2434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2434
 AB2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2434
 AB2434.The ellipsoidal height was determined by GPS observations
 AB2434.and is referenced to NAD 83.
 AB2434
 AB2434.The geoid height was determined by GEOID03.
 AB2434
 AB2434;                    North         East     Units Scale Factor Converg.
 AB2434;SPC OH S     -   135,704.926   646,134.741   MT  0.99993994   +0 20 20.4
 AB2434;UTM  17      - 4,341,767.389   416,636.277   MT  0.99968557   -0 36 38.4
 AB2434
 AB2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2434!SPC OH S     -   0.99996958  x   0.99993994  =   0.99990953
 AB2434!UTM  17      -   0.99996958  x   0.99968557  =   0.99965516
 AB2434
 AB2434                          SUPERSEDED SURVEY CONTROL
 AB2434
 AB2434  ELLIP H (10/07/05)  193.81   (m)                       GP(       ) 4 1
 AB2434  NAD 83(1995)-  39 13 16.29500(N)    081 57 56.61695(W) AD(       ) 1
 AB2434  ELLIP H (04/01/98)  193.82   (m)                       GP(       ) 4 1
 AB2434  NAD 83(1986)-  39 13 16.29775(N)    081 57 56.62255(W) AD(       ) 1
 AB2434
 AB2434.Superseded values are not recommended for survey control.
 AB2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2434.See file dsdata.txt to determine how the superseded data were derived.
 AB2434
 AB2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1663641767(NAD 83)
 AB2434_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2434_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2434_STAMPING: 5 1995
 AB2434_MARK LOGO: ATHCE 
 AB2434_PROJECTION: FLUSH
 AB2434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2434+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 AB2434_ROD/PIPE-DEPTH: 1    meters
 AB2434
 AB2434  HISTORY     - Date     Condition        Report By
 AB2434  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2434  HISTORY     - 20041111 GOOD             LOCSUR
 AB2434
 AB2434                          STATION DESCRIPTION
 AB2434
 AB2434'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2434'IN ATHENS COUNTY, OHIO, LODI TOWNSHIP, STATION IS IN E.  R/W OF C.R.
 AB2434'47 ABOUT 0.7 MI.SOUTH OF C.R.  75, JUST SOUTH OF WHITE 2 STORY HOUSE.
 AB2434'SET APPROXIMATELY 48 FT.SOUTH OF A TELEPHONE POLE AND 16 FT. NORTH OF
 AB2434'A PK SET IN THE CENTERLINE OF C.R.  47.  STATION IS FLUSH WITH THE
 AB2434'GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE ATHENS CO.  ENG.
 AB2434'OFFICE.
 AB2434
 AB2434                          STATION RECOVERY (2004)
 AB2434
 AB2434'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (WWN)
 AB2434'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6881 ***********************************************************************
 AC6881  DESIGNATION -  5
 AC6881  PID         -  AC6881
 AC6881  STATE/COUNTY-  OH/BELMONT
 AC6881  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6881
 AC6881                         *CURRENT SURVEY CONTROL
 AC6881  ___________________________________________________________________
 AC6881* NAD 83(1995)-  40 04 52.51875(N)    080 55 42.48374(W)     ADJUSTED  
 AC6881* NAVD 88     -       388.7    (meters)    1275.     (feet)  GPS OBS   
 AC6881  ___________________________________________________________________
 AC6881  X           -     770,548.383 (meters)                     COMP
 AC6881  Y           -  -4,826,047.404 (meters)                     COMP
 AC6881  Z           -   4,085,121.379 (meters)                     COMP
 AC6881  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AC6881  ELLIP HEIGHT-         354.90  (meters)          (10/07/05) GPS OBS
 AC6881  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AC6881
 AC6881  HORZ ORDER  -  FIRST
 AC6881  ELLP ORDER  -  FOURTH    CLASS II
 AC6881
 AC6881.The horizontal coordinates were established by GPS observations
 AC6881.and adjusted by the National Geodetic Survey in October 2005..
 AC6881
 AC6881.The orthometric height was determined by GPS observations and a
 AC6881.high-resolution geoid model.
 AC6881
 AC6881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6881
 AC6881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6881
 AC6881.The ellipsoidal height was determined by GPS observations
 AC6881.and is referenced to NAD 83.
 AC6881
 AC6881.The geoid height was determined by GEOID03.
 AC6881
 AC6881;                    North         East     Units Scale Factor Converg.
 AC6881;SPC OH S     -   232,221.521   734,034.554   MT  1.00000983   +0 59 49.8
 AC6881;UTM  17      - 4,436,778.267   506,098.732   MT  0.99960046   +0 02 45.8
 AC6881
 AC6881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6881!SPC OH S     -   0.99994433  x   1.00000983  =   0.99995416
 AC6881!UTM  17      -   0.99994433  x   0.99960046  =   0.99954481
 AC6881
 AC6881                          SUPERSEDED SURVEY CONTROL
 AC6881
 AC6881  NAD 83(1995)-  40 04 52.51041(N)    080 55 42.48471(W) AD(       ) 1
 AC6881  NAD 83(1986)-  40 04 52.52304(N)    080 55 42.49155(W) AD(       ) 1
 AC6881
 AC6881.Superseded values are not recommended for survey control.
 AC6881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6881.See file dsdata.txt to determine how the superseded data were derived.
 AC6881
 AC6881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0609936778(NAD 83)
 AC6881_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6881_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6881_STAMPING: 5 1996
 AC6881_MARK LOGO: OH7200
 AC6881_PROJECTION: FLUSH
 AC6881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6881+STABILITY: SURFACE MOTION
 AC6881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6881+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6881_ROD/PIPE-DEPTH: 1    meters
 AC6881
 AC6881  HISTORY     - Date     Condition        Report By
 AC6881  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6881
 AC6881                          STATION DESCRIPTION
 AC6881
 AC6881'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6881'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6881'STATION IS SET IN THE SOUTH R/W OF WATSON DR.  NORTHWEST OF ST.
 AC6881'CLAIRSVILLE ALONG WATSON ROAD IN FRONT OF HOUSE NO.  47677.  ABOUT 118
 AC6881'FT.  (36.0 M) EAST OF A PK SET IN A POWER POLE (NO.OP494-396) SOUTH OF
 AC6881'WATSON DR.  26 FT.  (7.9 M) WEST OF A PK SET IN THE ROAD CENTERLINE
 AC6881'AND 25 FT.  (7.6 M) EAST OF AN OTHER PK SET IN ROAD CENTERLINE.  THE
 AC6881'STATION IS FLUSH WITH THE GROUND.  A STATION SKETCH IS AVAILABLE
 AC6881'THROUGH THE CITY OF ST.  CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6744 ***********************************************************************
 AI6744  DESIGNATION -  5
 AI6744  PID         -  AI6744
 AI6744  STATE/COUNTY-  OH/CLINTON
 AI6744  USGS QUAD   -  MEMPHIS (1961)
 AI6744
 AI6744                         *CURRENT SURVEY CONTROL
 AI6744  ___________________________________________________________________
 AI6744* NAD 83(1995)-  39 27 23.05292(N)    083 35 13.62506(W)     ADJUSTED  
 AI6744* NAVD 88     -       320.2    (meters)    1051.     (feet)  GPS OBS   
 AI6744  ___________________________________________________________________
 AI6744  X           -     550,811.484 (meters)                     COMP
 AI6744  Y           -  -4,900,648.198 (meters)                     COMP
 AI6744  Z           -   4,031,750.348 (meters)                     COMP
 AI6744  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AI6744  ELLIP HEIGHT-         287.77  (meters)          (10/07/05) GPS OBS
 AI6744  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 AI6744
 AI6744  HORZ ORDER  -  FIRST
 AI6744  ELLP ORDER  -  THIRD     CLASS II
 AI6744
 AI6744.The horizontal coordinates were established by GPS observations
 AI6744.and adjusted by the National Geodetic Survey in August 2000..
 AI6744
 AI6744.The orthometric height was determined by GPS observations and a
 AI6744.high-resolution geoid model.
 AI6744
 AI6744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6744
 AI6744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6744
 AI6744.The ellipsoidal height was determined by GPS observations
 AI6744.and is referenced to NAD 83.
 AI6744
 AI6744.The geoid height was determined by GEOID03.
 AI6744
 AI6744;                    North         East     Units Scale Factor Converg.
 AI6744;SPC OH S     -   162,243.462   506,443.052   MT  0.99993670   -0 41 23.3
 AI6744;UTM  17      - 4,370,620.975   277,408.534   MT  1.00021007   -1 38 41.2
 AI6744
 AI6744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6744!SPC OH S     -   0.99995485  x   0.99993670  =   0.99989156
 AI6744!UTM  17      -   0.99995485  x   1.00021007  =   1.00016491
 AI6744
 AI6744|---------------------------------------------------------------------|
 AI6744| PID    Reference Object                     Distance      Geod. Az  |
 AI6744|                                                           dddmmss.s |
 AI6744| AI6774 5A                                  360.075 METERS 03710     |
 AI6744|---------------------------------------------------------------------|
 AI6744
 AI6744                          SUPERSEDED SURVEY CONTROL
 AI6744
 AI6744  ELLIP H (08/02/00)  287.78   (m)                       GP(       ) 3 2
 AI6744
 AI6744.Superseded values are not recommended for survey control.
 AI6744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6744.See file dsdata.txt to determine how the superseded data were derived.
 AI6744
 AI6744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7740970621(NAD 83)
 AI6744_MARKER: DD = SURVEY DISK
 AI6744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6744_STAMPING: GPS 5 2000
 AI6744_MARK LOGO: OH-027
 AI6744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6744+STABILITY: SURFACE MOTION
 AI6744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6744+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6744
 AI6744  HISTORY     - Date     Condition        Report By
 AI6744  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6744
 AI6744                          STATION DESCRIPTION
 AI6744
 AI6744'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6744'THE STATION IS LOCATED APPROXIMATELY 12.75 MI (20.52 KM) EAST OF
 AI6744'WILMINGTON, 11.5 MI (18.5 KM) NORTHWEST OF GREENFIELD, 3.5 MILES (5.6
 AI6744'KM) SOUTHEAST OF SABINA ON THE SOUTH SIDE OF SNOW HILL ROAD SOUTHEAST
 AI6744'OF HOUSE NUMBER 1163.
 AI6744'FROM THE INTERSECTION OF US ROUTE 22/OHIO STATE ROUTE 3 AND OHIO STATE
 AI6744'ROUTE 729 IN SABINA, PROCEED SOUTH ON SR 729 FOR APPROXIMATELY 3.5
 AI6744'MILES (5.6 KM) TO THE JUNCTION OF SNOW HILL ROAD ON THE LEFT. TURN
 AI6744'LEFT AND PROCEED NORTHEAST ON SNOW HILL ROAD FOR APPROXIMATELY 1.0 MI
 AI6744'(1.6 KM) TO THE STATION ON THE RIGHT.
 AI6744'THE STATION IS LOCATED APPROXIMATELY 130 FEET (39.6 M) EAST-NORTHEAST
 AI6744'OF A TELEPHONE PEDESTAL, 68 FT (20.7 M) EAST-SOUTHEAST OF A POWER POLE
 AI6744'ON THE NORTH SIDE OF SNOW HILL ROAD, AND 12 FT (3.7 M) SOUTH-SOUTHEAST
 AI6744'OF THE CENTERLINE OF SNOW HILL ROAD.  A STANDARD CLINTON COUNTY DISK
 AI6744'SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS 5 2000--RECESSED 0.2
 AI6744'FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3397 ***********************************************************************
 AE3397  DESIGNATION -  5 1
 AE3397  PID         -  AE3397
 AE3397  STATE/COUNTY-  OH/UNION
 AE3397  USGS QUAD   -  EAST LIBERTY (1982)
 AE3397
 AE3397                         *CURRENT SURVEY CONTROL
 AE3397  ___________________________________________________________________
 AE3397* NAD 83(1995)-  40 19 53.41047(N)    083 32 02.04810(W)     ADJUSTED  
 AE3397* NAVD 88     -       329.7    (meters)    1082.     (feet)  GPS OBS   
 AE3397  ___________________________________________________________________
 AE3397  X           -     548,345.363 (meters)                     COMP
 AE3397  Y           -  -4,838,216.425 (meters)                     COMP
 AE3397  Z           -   4,106,305.958 (meters)                     COMP
 AE3397  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AE3397  ELLIP HEIGHT-         295.71  (meters)          (10/07/05) GPS OBS
 AE3397  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AE3397
 AE3397  HORZ ORDER  -  FIRST
 AE3397  ELLP ORDER  -  THIRD     CLASS I
 AE3397
 AE3397.The horizontal coordinates were established by GPS observations
 AE3397.and adjusted by the National Geodetic Survey in October 1997..
 AE3397
 AE3397.The orthometric height was determined by GPS observations and a
 AE3397.high-resolution geoid model.
 AE3397
 AE3397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3397
 AE3397.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3397
 AE3397.The ellipsoidal height was determined by GPS observations
 AE3397.and is referenced to NAD 83.
 AE3397
 AE3397.The geoid height was determined by GEOID03.
 AE3397
 AE3397;                    North         East     Units Scale Factor Converg.
 AE3397;SPC OH N     -    74,349.256   512,139.731   MT  1.00002107   -0 40 45.2
 AE3397;UTM  17      - 4,467,633.549   284,744.910   MT  1.00017040   -1 38 26.1
 AE3397
 AE3397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3397!SPC OH N     -   0.99995361  x   1.00002107  =   0.99997468
 AE3397!UTM  17      -   0.99995361  x   1.00017040  =   1.00012401
 AE3397
 AE3397|---------------------------------------------------------------------|
 AE3397| PID    Reference Object                     Distance      Geod. Az  |
 AE3397|                                                           dddmmss.s |
 AE3397| AE3391 5 1 AZ MK                           359.407 METERS 33008     |
 AE3397|---------------------------------------------------------------------|
 AE3397
 AE3397                          SUPERSEDED SURVEY CONTROL
 AE3397
 AE3397  ELLIP H (10/02/97)  295.70   (m)                       GP(       ) 3 1
 AE3397
 AE3397.Superseded values are not recommended for survey control.
 AE3397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3397.See file dsdata.txt to determine how the superseded data were derived.
 AE3397
 AE3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8474567634(NAD 83)
 AE3397_MARKER: DD = SURVEY DISK
 AE3397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3397_STAMPING: TWP 5 STATION 1
 AE3397_MARK LOGO: OH-159
 AE3397_PROJECTION: FLUSH
 AE3397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3397+STABILITY: SURFACE MOTION
 AE3397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3397+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AE3397
 AE3397  HISTORY     - Date     Condition        Report By
 AE3397  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3397  HISTORY     - 20000705 GOOD             WOOLPT
 AE3397
 AE3397                          STATION DESCRIPTION
 AE3397
 AE3397'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3397'19.3 KM (12.00 MI) EAST OF BELLEFONTAINE, 17.7 KM (11.00 MI) NORTHWEST
 AE3397'OF MARYSVILLE.  FROM THE INTERSECTION OF STATE ROUTE 739 AND STATE
 AE3397'ROUTE 347 IN RAYMOND, PROCEED 1.4 KM (0.85 MI) TO CO.RD.  229
 AE3397'(RAPP-DEAN RD.) , TURN RIGHT AND PROCEED WEST ON CO.RD.  229 FOR 4.9
 AE3397'KM (3.05 MI) TO CO.RD.  253 (ROGERS,JOHNSON RD) , TURN RIGHT AND
 AE3397'PROCEED NORTHWEST ON CO.RD.  253 FOR 1.0 KM (0.60 MI) TO HONDA MOTOR
 AE3397'CO.  ENTRANCE AND THE STATION ON THE LEFT.  MARKER IS 19.8 M (65.0 FT)
 AE3397'NORTH OF THE CENTERLINE OF THE ENTRANCE TO THE PLANT, 10.7 M (35.1 FT)
 AE3397'SOUTHWEST OF A POWER POLE AND 18.0 M (59.1 FT) SOUTHWEST OF THE
 AE3397'CENTERLINE OF JOHNSON RD.  CONTROL POINT IS FLUSH WITH THE GROUND.
 AE3397
 AE3397                          STATION RECOVERY (2000)
 AE3397
 AE3397'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (TEM)
 AE3397'THE STATION IS LOCATED APPROXIMATELY 26.73 KM (16.6 MI) NORTHEAST OF
 AE3397' URBANA, 19.96 KM (12.4 MI) EAST OF BELLEFONTAINE, AND 17.71 KM (11.0
 AE3397'MI)
 AE3397'NORTHWEST OF  MARYSVILLE. THE STATION IS NEAR THE COUNTY LINE
 AE3397'BETWEEN UNION AND LOGAN COUNTIES NORTH OF US ROUTE 33.
 AE3397'OWNERSHIP-- AMERICAN HONDA MOTOR COMPANY EAST LIBERTY
 AE3397'DISTRIBUTION CENTER, 23091 ROGERS ROAD, MARYSVILLE OH.
 AE3397' 
 AE3397'TO REACH THE STATION FROM THE INTERSECTION OF THE HONDA
 AE3397'PARKWAY AND STATE ROUTE 739 NEAR THE COUNTY  LINE BETWEEN
 AE3397'UNION AND LOGAN COUNTIES, PROCEED NORTH ON STATE ROUTE 739
 AE3397'FOR APPROXIMATELY 3.54 KM (2.2 MI) TO THE INTERSECTION WITH
 AE3397'JOHNSON ROAD. TURN LEFT AND PROCEED NORTHWEST ON JOHNSON
 AE3397'ROAD FOR 2.58 KM (1.6 MI) TO THE T-JUNCTION OF JOHNSON ROAD, RAPP
 AE3397'DEAN ROAD, AND ROGERS ROAD. CONTINUE STRAIGHT OR NORTHWEST ON
 AE3397'ROGERS ROAD FOR 1.29 KM (0.8 MI) TO THE STATION ON THE LEFT,
 AE3397'LOCATED AT THE ENTRANCE TO THE --AMERICAN HONDA  MOTOR COMPANY
 AE3397'EAST LIBERTY DISTRIBUTION CENTER--, 23091 ROGERS  ROAD.
 AE3397' 
 AE3397'THE STATION IS APROXIMATLEY 24.70 M (81.0 FT) NORTH OF THE
 AE3397'NORTHWEST CORNER OF THE HONDA SIGN, 19.50 M (63.96 FT) NORTHWEST
 AE3397'OF THE CENTERLINE OF THE ENTRANCE TO THE HONDA CENTER, AND  10.52
 AE3397'M (34.5 FT) SOUTH OF POWER POLE MARKED--202-30--. THE STATION IS A
 AE3397'BRASS UNION COUNTY GPS DISK STAMPED--TWP 5 STATION 1-- SET IN THE
 AE3397'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT WITH AN IMBEDDED
 AE3397'REBAR. THE STATION IS SET FLUSH WITH THE GROUND.
 AE3397'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3391 ***********************************************************************
 AE3391  DESIGNATION -  5 1 AZ MK
 AE3391  PID         -  AE3391
 AE3391  STATE/COUNTY-  OH/UNION
 AE3391  USGS QUAD   -  EAST LIBERTY (1982)
 AE3391
 AE3391                         *CURRENT SURVEY CONTROL
 AE3391  ___________________________________________________________________
 AE3391* NAD 83(1995)-  40 20 03.51518(N)    083 32 09.63003(W)     ADJUSTED  
 AE3391* NAVD 88     -       330.9    (meters)    1086.     (feet)  GPS OBS   
 AE3391  ___________________________________________________________________
 AE3391  X           -     548,144.918 (meters)                     COMP
 AE3391  Y           -  -4,838,037.110 (meters)                     COMP
 AE3391  Z           -   4,106,544.401 (meters)                     COMP
 AE3391  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AE3391  ELLIP HEIGHT-         297.01  (meters)          (10/07/05) GPS OBS
 AE3391  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AE3391
 AE3391  HORZ ORDER  -  FIRST
 AE3391  ELLP ORDER  -  THIRD     CLASS I
 AE3391
 AE3391.The horizontal coordinates were established by GPS observations
 AE3391.and adjusted by the National Geodetic Survey in October 1997..
 AE3391
 AE3391.The orthometric height was determined by GPS observations and a
 AE3391.high-resolution geoid model.
 AE3391
 AE3391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3391
 AE3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3391
 AE3391.The ellipsoidal height was determined by GPS observations
 AE3391.and is referenced to NAD 83.
 AE3391
 AE3391.The geoid height was determined by GEOID03.
 AE3391
 AE3391;                    North         East     Units Scale Factor Converg.
 AE3391;SPC OH N     -    74,663.042   511,964.468   MT  1.00002044   -0 40 50.2
 AE3391;UTM  17      - 4,467,950.278   284,574.911   MT  1.00017130   -1 38 31.4
 AE3391
 AE3391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3391!SPC OH N     -   0.99995341  x   1.00002044  =   0.99997385
 AE3391!UTM  17      -   0.99995341  x   1.00017130  =   1.00012470
 AE3391
 AE3391|---------------------------------------------------------------------|
 AE3391| PID    Reference Object                     Distance      Geod. Az  |
 AE3391|                                                           dddmmss.s |
 AE3391| AE3397 5 1                                 359.407 METERS 15008     |
 AE3391|---------------------------------------------------------------------|
 AE3391
 AE3391                          SUPERSEDED SURVEY CONTROL
 AE3391
 AE3391  ELLIP H (10/02/97)  297.00   (m)                       GP(       ) 3 1
 AE3391
 AE3391.Superseded values are not recommended for survey control.
 AE3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3391.See file dsdata.txt to determine how the superseded data were derived.
 AE3391
 AE3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8457567950(NAD 83)
 AE3391_MARKER: DD = SURVEY DISK
 AE3391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3391_STAMPING: TWP 5 STATION 1A
 AE3391_MARK LOGO: OH-159
 AE3391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3391+STABILITY: SURFACE MOTION
 AE3391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3391+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3391
 AE3391  HISTORY     - Date     Condition        Report By
 AE3391  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3391
 AE3391                          STATION DESCRIPTION
 AE3391
 AE3391'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3391'19.3 KM (12.00 MI) EAST OF BELLEFONTAINE, 17.7 KM (11.00 MI) NORTHWEST
 AE3391'OF MARYSVILLE.  FROM THE INTERSECTION OF STATE ROUTE 739 AND STATE
 AE3391'ROUTE 347 IN RAYMOND PROCEED 1.4 KM (0.85 MI) TO CO.RD.  229
 AE3391'(RAPP-DEAN RD.) TURN RIGHT AND PROCEED WEST ON CO.RD.  229 FOR 4.9 KM
 AE3391'(3.05 MI) TO CO.  RD.  253 (ROGERS, JOHNSON RD.) .  TURN RIGHT AND
 AE3391'PROCEED NORTHWEST ON CO.RD.  253 FOR 1.0 KM (0.60 MI) TO THE HONDA
 AE3391'MOTOR CO.  ENTRANCE, PROCEED NORTHWEST 0.3 KM (0.20 MI) TO THE STATION
 AE3391'ON THE RIGHT.  MARKER IS 12.6 M (41.3 FT) EAST OF THE CENTERLINE OF
 AE3391'CO.RD.  253 (JOHNSON RD.) , 29 M (95.1 FT) SOUTHEAST OF POWER POLE ON
 AE3391'THE WEST SIDE OF ROAD AND 129 M (423.2 FT) SOUTH OF DRIVE TO RESIDENCE
 AE3391'23766.  CONTROL POINT IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1833 ***********************************************************************
 KY1833  DESIGNATION -  5 JCS RESET
 KY1833  PID         -  KY1833
 KY1833  STATE/COUNTY-  OH/WAYNE
 KY1833  USGS QUAD   -  RITTMAN (1994)
 KY1833
 KY1833                         *CURRENT SURVEY CONTROL
 KY1833  ___________________________________________________________________
 KY1833* NAD 83(1986)-  40 55 32.     (N)    081 45 49.     (W)     SCALED    
 KY1833* NAVD 88     -       310.38   (+/-2cm)    1018.3    (feet)  VERTCON   
 KY1833  ___________________________________________________________________
 KY1833  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KY1833
 KY1833  VERT ORDER  -  THIRD (See Below)
 KY1833
 KY1833.The horizontal coordinates were scaled from a topographic map and have
 KY1833.an estimated accuracy of +/- 6 seconds.
 KY1833
 KY1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY1833.The vertical order pertains to the NGVD 29 superseded value.
 KY1833
 KY1833.The geoid height was determined by GEOID03.
 KY1833
 KY1833;                    North         East    Units  Estimated Accuracy
 KY1833;SPC OH N     -   140,060.      662,020.      MT  (+/- 180 meters Scaled)
 KY1833
 KY1833                          SUPERSEDED SURVEY CONTROL
 KY1833
 KY1833  NGVD 29 (10/13/05)  310.60   (m)         1019.0    (f) RESET       3  
 KY1833
 KY1833.Superseded values are not recommended for survey control.
 KY1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1833.See file dsdata.txt to determine how the superseded data were derived.
 KY1833
 KY1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF357307(NAD 83)
 KY1833_MARKER: DD = SURVEY DISK
 KY1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1833_STAMPING: TT 5 JCS 1956 RESET 1970
 KY1833_MARK LOGO: CGS   
 KY1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1833+STABILITY: SURFACE MOTION
 KY1833
 KY1833  HISTORY     - Date     Condition        Report By
 KY1833  HISTORY     - 1970     MONUMENTED       CGS
 KY1833
 KY1833                          STATION DESCRIPTION
 KY1833
 KY1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 KY1833'5.8 MI N FROM ORRVILLE.
 KY1833'ABOUT 5.75 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE LIBRARY
 KY1833'AT ORRVILLE IN THE NORTHWEST ANGLE OF AN INTERSECTION OF
 KY1833'STATE HIGHWAYS 57 AND 5, 74 FEET NORTH OF THE CENTERLINE OF
 KY1833'HIGHWAY 5, 49 FEET WEST OF THE CENTERLINE OF HIGHWAY 5, 1 FOOT
 KY1833'NORTHEAST OF A METAL WITNESS POST.  A STANDARD USGS DISK SET
 KY1833'IN THE TOP OF A ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3243 ***********************************************************************
 MB3243  DESIGNATION -  5 S
 MB3243  PID         -  MB3243
 MB3243  STATE/COUNTY-  OH/CUYAHOGA
 MB3243  USGS QUAD   -  BROADVIEW HEIGHTS (1994)
 MB3243
 MB3243                         *CURRENT SURVEY CONTROL
 MB3243  ___________________________________________________________________
 MB3243* NAD 83(1995)-  41 17 21.77764(N)    081 37 37.32125(W)     ADJUSTED  
 MB3243* NAVD 88     -       344.5    (meters)    1130.     (feet)  VERTCON   
 MB3243  ___________________________________________________________________
 MB3243  X           -     698,911.243 (meters)                     COMP
 MB3243  Y           -  -4,748,519.931 (meters)                     COMP
 MB3243  Z           -   4,186,829.675 (meters)                     COMP
 MB3243  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 MB3243  ELLIP HEIGHT-         310.75  (meters)          (10/07/05) GPS OBS
 MB3243  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB3243
 MB3243  HORZ ORDER  -  FIRST
 MB3243  ELLP ORDER  -  FOURTH    CLASS I
 MB3243
 MB3243.The horizontal coordinates were established by GPS observations
 MB3243.and adjusted by the National Geodetic Survey in April 1998..
 MB3243
 MB3243.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3243
 MB3243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3243
 MB3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3243
 MB3243.The ellipsoidal height was determined by GPS observations
 MB3243.and is referenced to NAD 83.
 MB3243
 MB3243.The geoid height was determined by GEOID03.
 MB3243
 MB3243;                    North         East     Units Scale Factor Converg.
 MB3243;SPC OH N     -   180,563.028   673,119.881   MT  0.99994660   +0 34 24.6
 MB3243;UTM  17      - 4,571,071.672   447,496.690   MT  0.99963392   -0 24 49.6
 MB3243
 MB3243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3243!SPC OH N     -   0.99995126  x   0.99994660  =   0.99989786
 MB3243!UTM  17      -   0.99995126  x   0.99963392  =   0.99958520
 MB3243
 MB3243                          SUPERSEDED SURVEY CONTROL
 MB3243
 MB3243  ELLIP H (04/01/98)  310.79   (m)                       GP(       ) 4 1
 MB3243  NAD 83(1995)-  41 17 21.78589(N)    081 37 37.32316(W) AD(       ) 1
 MB3243  NAD 83(1986)-  41 17 21.78646(N)    081 37 37.32239(W) AD(       ) 1
 MB3243  NGVD 29 (11/06/91)  344.8    (m)         1131.     (f) GPS OBS        
 MB3243
 MB3243.Superseded values are not recommended for survey control.
 MB3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3243.See file dsdata.txt to determine how the superseded data were derived.
 MB3243
 MB3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4749771072(NAD 83)
 MB3243_MARKER: I = METAL ROD
 MB3243_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3243_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3243_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3243+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1990
 MB3243
 MB3243  HISTORY     - Date     Condition        Report By
 MB3243  HISTORY     - UNK      MONUMENTED
 MB3243  HISTORY     - 19900320 GOOD             AEROS
 MB3243
 MB3243                          STATION DESCRIPTION
 MB3243
 MB3243'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3243'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF BRECKSVILLE,
 MB3243'.80 KM (0.50 MI) NORTH OF THE CUYAHOGA-SUMMIT COUNTY LINE AND ABOUT
 MB3243'0.60 KM (0.35 MI) EAST OF INTERSTATE 77.
 MB3243'TO REACH FROM THE OHIO TURNPIKE AND STATE ROUTE 21 TURNPIKE TOLL BOOTH
 MB3243'GO NORTH FOR 2.34 KM (1.45 MI) ON STATE ROUTE 21 (BRECKSVILLE ROAD) TO
 MB3243'MILLER ROAD AND THE STATION.
 MB3243'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 13 CM BELOW THE ROAD
 MB3243'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED IN THE
 MB3243'INTERSECTION, ON THE CENTERLINE OF THE NORTHBOUND LANE, MILLER ROAD
 MB3243'EXTENDED, 4.26 M (14.0 FT) EAST OF THE CENTERLINE OF STATE ROUTE 21,
 MB3243'4.35 M (14.3 FT) EAST OF A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0837 ***********************************************************************
 JX0837  DESIGNATION -  5 WSM
 JX0837  PID         -  JX0837
 JX0837  STATE/COUNTY-  OH/WASHINGTON
 JX0837  USGS QUAD   -  MARIETTA (1994)
 JX0837
 JX0837                         *CURRENT SURVEY CONTROL
 JX0837  ___________________________________________________________________
 JX0837* NAD 83(1986)-  39 26 26.     (N)    081 28 03.     (W)     SCALED    
 JX0837* NAVD 88     -       191.676  (meters)     628.86   (feet)  ADJUSTED  
 JX0837  ___________________________________________________________________
 JX0837  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX0837  DYNAMIC HT  -         191.561 (meters)     628.48  (feet)  COMP
 JX0837  MODELED GRAV-     980,022.1   (mgal)                       NAVD 88
 JX0837
 JX0837  VERT ORDER  -  FIRST     CLASS II
 JX0837
 JX0837.The horizontal coordinates were scaled from a topographic map and have
 JX0837.an estimated accuracy of +/- 6 seconds.
 JX0837
 JX0837.The orthometric height was determined by differential leveling
 JX0837.and adjusted by the National Geodetic Survey in June 1991..
 JX0837
 JX0837.The geoid height was determined by GEOID03.
 JX0837
 JX0837.The dynamic height is computed by dividing the NAVD 88
 JX0837.geopotential number by the normal gravity value computed on the
 JX0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0837.degrees latitude (g = 980.6199 gals.).
 JX0837
 JX0837.The modeled gravity was interpolated from observed gravity values.
 JX0837
 JX0837;                    North         East    Units  Estimated Accuracy
 JX0837;SPC OH S     -   160,430.      688,880.      MT  (+/- 180 meters Scaled)
 JX0837
 JX0837                          SUPERSEDED SURVEY CONTROL
 JX0837
 JX0837  NGVD 29 (??/??/92)  191.852  (m)          629.43   (f) ADJ UNCH    1 2
 JX0837
 JX0837.Superseded values are not recommended for survey control.
 JX0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0837.See file dsdata.txt to determine how the superseded data were derived.
 JX0837
 JX0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD597657(NAD 83)
 JX0837_MARKER: DD = SURVEY DISK
 JX0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0837_SP_SET: CONCRETE WALL
 JX0837_STAMPING: 629 5 WSM 1956
 JX0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0837
 JX0837  HISTORY     - Date     Condition        Report By
 JX0837  HISTORY     - 1956     MONUMENTED       USGS
 JX0837  HISTORY     - 1959     GOOD             NGS
 JX0837
 JX0837                          STATION DESCRIPTION
 JX0837
 JX0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX0837'2 MI NW FROM MARIETTA.
 JX0837'ABOUT 1.95 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0837'FROM THE CROSSING OF STATE HIGHWAY 7 AT MARIETTA, AT MILEPOLE
 JX0837'69-12, AT THE CROSSING OF COUNTY ROAD NO. 4 LEADING NORTHWEST
 JX0837'AND SOUTHEAST, AT THE T JUNCTION OF ROAD 271 LEADING NORTH, 33
 JX0837'FEET WEST OF THE WEST RAIL, 18 FEET SOUTH OF THE CENTER LINE
 JX0837'OF ROAD NO. 4, IN TOP OF A CONCRETE WALL AT THE NORTHEAST CORNER
 JX0837'OF A STEEL FENCE AROUND A CONCRETE BLOCK FACTORY, 1 1/2 FEET
 JX0837'EAST OF THE FENCE CORNER, 1/2 FOOT SOUTHWEST OF THE NORTHEAST
 JX0837'CORNER OF WALL, AND ABOUT 8 FEET ABOVE THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0393 ***********************************************************************
 JZ0393  DESIGNATION -  50
 JZ0393  PID         -  JZ0393
 JZ0393  STATE/COUNTY-  OH/HAMILTON
 JZ0393  USGS QUAD   -  NEWPORT (1987)
 JZ0393
 JZ0393                         *CURRENT SURVEY CONTROL
 JZ0393  ___________________________________________________________________
 JZ0393* NAD 83(1986)-  39 07 25.     (N)    084 27 37.     (W)     SCALED    
 JZ0393* NAVD 88     -       153.517  (meters)     503.66   (feet)  ADJUSTED  
 JZ0393  ___________________________________________________________________
 JZ0393  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0393  DYNAMIC HT  -         153.419 (meters)     503.34  (feet)  COMP
 JZ0393  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 JZ0393
 JZ0393  VERT ORDER  -  FIRST     CLASS II
 JZ0393
 JZ0393.The horizontal coordinates were scaled from a topographic map and have
 JZ0393.an estimated accuracy of +/- 6 seconds.
 JZ0393
 JZ0393.The orthometric height was determined by differential leveling
 JZ0393.and adjusted by the National Geodetic Survey in June 1991..
 JZ0393
 JZ0393.The geoid height was determined by GEOID03.
 JZ0393
 JZ0393.The dynamic height is computed by dividing the NAVD 88
 JZ0393.geopotential number by the normal gravity value computed on the
 JZ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0393.degrees latitude (g = 980.6199 gals.).
 JZ0393
 JZ0393.The modeled gravity was interpolated from observed gravity values.
 JZ0393
 JZ0393;                    North         East    Units  Estimated Accuracy
 JZ0393;SPC OH S     -   126,580.      430,510.      MT  (+/- 180 meters Scaled)
 JZ0393
 JZ0393                          SUPERSEDED SURVEY CONTROL
 JZ0393
 JZ0393  NGVD 29 (06/03/91)  153.690  (m)          504.23   (f) ADJUSTED    1 2
 JZ0393
 JZ0393.Superseded values are not recommended for survey control.
 JZ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0393.See file dsdata.txt to determine how the superseded data were derived.
 JZ0393
 JZ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ195335(NAD 83)
 JZ0393_MARKER: DD = SURVEY DISK
 JZ0393_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JZ0393_STAMPING: 50
 JZ0393_MARK LOGO: OH1610
 JZ0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ0393+STABILITY: POSITION/ELEVATION WELL
 JZ0393
 JZ0393  HISTORY     - Date     Condition        Report By
 JZ0393  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0393  HISTORY     - 1949     GOOD             NGS
 JZ0393  HISTORY     - 1984     GOOD             NGS
 JZ0393
 JZ0393                          STATION DESCRIPTION
 JZ0393
 JZ0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0393'AT CINCINNATI.
 JZ0393'AT CINCINNATI, HAMILTON COUNTY, AT THE EASTERN AVENUE PUMPING
 JZ0393'STATION OF THE CINCINNATI WATER WORKS, UNDER THE FIRST WINDOW
 JZ0393'EAST OF THE MAIN ENTRANCE, 1.7 FEET EAST OF THE CORNER OF A
 JZ0393'LARGE PILLAR, IN THE TOP OF THE WATER TABLE, AND 0.8 FOOT FROM
 JZ0393'THE OUTSIDE EDGE.  A CITY OF CINCINNATI BRONZE DISK, STAMPED
 JZ0393'50.  NOTE-- PREVIOUSLY REPORTED AS A CITY OF CINCINNATI BRONZE
 JZ0393'DISK.
 JZ0393
 JZ0393                          STATION RECOVERY (1984)
 JZ0393
 JZ0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3294 ***********************************************************************
 KY3294  DESIGNATION -  50 002 1
 KY3294  PID         -  KY3294
 KY3294  STATE/COUNTY-  OH/MAHONING
 KY3294  USGS QUAD   -  DAMASCUS (1994)
 KY3294
 KY3294                         *CURRENT SURVEY CONTROL
 KY3294  ___________________________________________________________________
 KY3294* NAD 83(1995)-  40 59 15.86910(N)    080 59 54.72497(W)     ADJUSTED  
 KY3294* NAVD 88     -       326.9    (meters)    1073.     (feet)  VERTCON   
 KY3294  ___________________________________________________________________
 KY3294  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 KY3294  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KY3294
 KY3294  HORZ ORDER  -  SECOND
 KY3294
 KY3294.The horizontal coordinates were established by classical geodetic methods
 KY3294.and adjusted by the National Geodetic Survey in April 1998..
 KY3294
 KY3294.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3294
 KY3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3294
 KY3294.The geoid height was determined by GEOID03.
 KY3294
 KY3294;                    North         East     Units Scale Factor Converg.
 KY3294;SPC OH N     -   147,787.314   726,335.654   MT  0.99994011   +0 59 11.0
 KY3294;UTM  17      - 4,537,396.245   500,123.256   MT  0.99960000   +0 00 03.5
 KY3294
 KY3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3294!SPC OH N     -   0.99995400  x   0.99994011  =   0.99989411
 KY3294!UTM  17      -   0.99995400  x   0.99960000  =   0.99955402
 KY3294
 KY3294|---------------------------------------------------------------------|
 KY3294| PID    Reference Object                     Distance      Geod. Az  |
 KY3294|                                                           dddmmss.s |
 KY3294| KY3308 61 001 2                            296.814 METERS 27052     |
 KY3294| KY3309 61 001 1 P CO                       344.904 METERS 27121     |
 KY3294|---------------------------------------------------------------------|
 KY3294
 KY3294                          SUPERSEDED SURVEY CONTROL
 KY3294
 KY3294  NAD 83(1986)-  40 59 15.87374(N)    080 59 54.72803(W) AD(       ) 2
 KY3294  NAD 27      -  40 59 15.66285(N)    080 59 55.39664(W) AD(       ) 2
 KY3294  NGVD 29 (07/19/86)  327.1    (m)         1073.     (f) VERT ANG       
 KY3294
 KY3294.Superseded values are not recommended for survey control.
 KY3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3294.See file dsdata.txt to determine how the superseded data were derived.
 KY3294
 KY3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0012337396(NAD 83)
 KY3294_MARKER: DD = SURVEY DISK
 KY3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3294+STABILITY: SURFACE MOTION
 KY3294
 KY3294  HISTORY     - Date     Condition        Report By
 KY3294  HISTORY     - 1977     MONUMENTED       OH-133
 KY3294
 KY3294                          STATION DESCRIPTION
 KY3294
 KY3294'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3294'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF SEBRING, 4 MILES
 KY3294'SOUTHEAST OF DEERFIELD, 1 MILE EAST OF NORTH BENTON, AND ON THE
 KY3294'RIGHT-OF-WAY OF WESTERN RESERVE ROAD, TOWNSHIP HIGHWAY 78.
 KY3294'
 KY3294'3.5 MILES TO NORTH BENTON AND THE INTERSECTION OF HEISEL ROAD TO
 KY3294'REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224 AND
 KY3294'STATE ROUTE 14 AT DEERFIELD, GO SOUTHEAST ON ALTERNATE STATE
 KY3294'ROUTE 14 FOR 3.5 MILES TO NORTH BENTON AND THE INTERSECTION OF
 KY3294'HELSEL ROAD.  TURN LEFT AND GO NORTH- EAST ON HELSEL ROAD FOR 0.2
 KY3294'MILE TO THE Y-INTERSECTION OF WESTERN RESERVE ROAD AND
 KY3294'TOWNSHIP HIGHWAY 63, HARTZELL ROAD, BEAR RIGHT AND GO EAST ON
 KY3294'WESTERN RESERVE ROAD 0.3 MILES TO AZIMUTH MARK 61 001 1 P CO ON
 KY3294'THE LEFT, AND AZIMUTH MARK 61 001 2 P CO (THE SOUTHEAST CORNER OF
 KY3294'PORTAGE COUNTY) JUST AHEAD IN THE MONUMENT BOX IN THE CENTER OF
 KY3294'WESTERN RESERVE ROAD, CONTINUE EAST ON WESTERN RESERVE ROAD 0.2
 KY3294'MILE TO THE STATION ON THE RIGHT.
 KY3294'
 KY3294'STATION MARKS, STAMPED---50-002-1 1977---, ARE PORTAGE COUNTY
 KY3294'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 KY3294'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
 KY3294'IT IS 42.2 FEET SOUTHWEST OF A 30-INCH MAPLE TREE, 39.3 FEET
 KY3294'SOUTHEAST OF A 30-INCH MAPLE TREE, AND 11.2 FEET SOUTH OF THE
 KY3294'CENTERLINE OF WESTERN RESERVE ROAD. THE UNDERGROUND DISK IS SET
 KY3294'IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 KY3294'SURFACE.
 KY3294'
 KY3294'AZIMUTH MARK 61 001 1 P CO, STAMPED---61-001-1 1977---, IS A
 KY3294'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KY3294'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 159.8
 KY3294'FEET NORTHWEST OF THE MONUMENT BOX AT THE SOUTHEAST CORNER OF
 KY3294'PORTAGE COUNTY, 87.4 FEET SOUTHEAST OF A 32-INCH MAPLE TREE, 82.0
 KY3294'FEET SOUTHWEST OF A 28-INCH MULTI TRUNK MAPLE TREE, AND 12.5 FEET
 KY3294'NORTH OF THE CENTERLINE OF WESTERN RESERVE ROAD.
 KY3294'
 KY3294'AZIMUTH MARK 61 001 2 P CO IS AN IRON PIPE IN A 12-INCH IRON
 KY3294'MONUMENT BOX WITH METAL LID AND FLUSH WITH THE ROAD SURFACE AND AT
 KY3294'THE SOUTHEAST CORNER OF PORTAGE COUNTY.  IT IS 159.8 FEET
 KY3294'SOUTHEAST OF AZIMUTH MARK 61 001 1 P CO, 40.6 FEET SOUTH OF A
 KY3294'TELEPHONE AND POWER POLE NUMBER 354N-75, 23.1 FEET SOUTH OF A
 KY3294'36-INCH MAPLE TREE, AND IN THE CENTERLINE OF WESTERN RESERVE ROAD.
 KY3294'
 KY3294'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF LIGHT
 KY3294'ABOVE STATION WAS 1.5 METERS.
 KY3294'
 KY3294'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0191 ***********************************************************************
 MC0191  DESIGNATION -  501
 MC0191  PID         -  MC0191
 MC0191  STATE/COUNTY-  OH/HURON
 MC0191  USGS QUAD   -  GREENWICH (1977)
 MC0191
 MC0191                         *CURRENT SURVEY CONTROL
 MC0191  ___________________________________________________________________
 MC0191* NAD 83(1986)-  41 03 14.     (N)    082 36 32.     (W)     SCALED    
 MC0191* NAVD 88     -       300.939  (meters)     987.33   (feet)  ADJUSTED  
 MC0191  ___________________________________________________________________
 MC0191  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 MC0191  DYNAMIC HT  -         300.802 (meters)     986.88  (feet)  COMP
 MC0191  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 MC0191
 MC0191  VERT ORDER  -  FIRST     CLASS I
 MC0191
 MC0191.The horizontal coordinates were scaled from a topographic map and have
 MC0191.an estimated accuracy of +/- 6 seconds.
 MC0191
 MC0191.The orthometric height was determined by differential leveling
 MC0191.and adjusted by the National Geodetic Survey in June 1991..
 MC0191
 MC0191.The geoid height was determined by GEOID03.
 MC0191
 MC0191.The dynamic height is computed by dividing the NAVD 88
 MC0191.geopotential number by the normal gravity value computed on the
 MC0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0191.degrees latitude (g = 980.6199 gals.).
 MC0191
 MC0191.The modeled gravity was interpolated from observed gravity values.
 MC0191
 MC0191;                    North         East    Units  Estimated Accuracy
 MC0191;SPC OH N     -   154,050.      590,850.      MT  (+/- 180 meters Scaled)
 MC0191
 MC0191                          SUPERSEDED SURVEY CONTROL
 MC0191
 MC0191  NGVD 29 (??/??/92)  301.097  (m)          987.85   (f) ADJ UNCH    1 1
 MC0191
 MC0191.Superseded values are not recommended for survey control.
 MC0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0191.See file dsdata.txt to determine how the superseded data were derived.
 MC0191
 MC0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF647459(NAD 83)
 MC0191_MARKER: B = BOLT
 MC0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0191_SP_SET: CULVERT
 MC0191_MARK LOGO: BORR  
 MC0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0191
 MC0191  HISTORY     - Date     Condition        Report By
 MC0191  HISTORY     - UNK      MONUMENTED       BORR
 MC0191  HISTORY     - 1967     GOOD             CGS
 MC0191  HISTORY     - 1987     GOOD             OHDT
 MC0191
 MC0191                          STATION DESCRIPTION
 MC0191
 MC0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MC0191'5 MI NW FROM GREENWICH.
 MC0191'ABOUT 4.95 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0191'FROM THE OVERPASS OVER TOWNSEND STREET AT GREENWICH, ABOUT
 MC0191'6 1/2 RAILS EAST OF THE CROSSING OF NEW STATE ROAD, NEAR MILEPOLE
 MC0191'197-37, SET ON THE TOP OF THE EAST END OF THE SOUTH HEAD WALL
 MC0191'OF A 16-FOOT ARCHED STONE CULVERT FOR A SMALL STREAM, 10.2 FEET
 MC0191'SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 1.1 FEET NORTHWEST
 MC0191'OF THE SOUTHEAST CORNER OF THE HEAD WALL, 3 1/2 FEET BELOW THE
 MC0191'LEVEL OF THE TRACK AND ABOUT LEVEL WITH THE ROAD.
 MC0191
 MC0191                          STATION RECOVERY (1987)
 MC0191
 MC0191'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (SQ)
 MC0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1936 ***********************************************************************
 HY1936  DESIGNATION -  501
 HY1936  PID         -  HY1936
 HY1936  STATE/COUNTY-  OH/BROWN
 HY1936  USGS QUAD   -  MAYSVILLE WEST (1993)
 HY1936
 HY1936                         *CURRENT SURVEY CONTROL
 HY1936  ___________________________________________________________________
 HY1936* NAD 83(1986)-  38 44 35.     (N)    083 50 37.     (W)     SCALED    
 HY1936* NAVD 88     -       152.644  (meters)     500.80   (feet)  ADJUSTED  
 HY1936  ___________________________________________________________________
 HY1936  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HY1936  DYNAMIC HT  -         152.544 (meters)     500.47  (feet)  COMP
 HY1936  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 HY1936
 HY1936  VERT ORDER  -  SECOND    CLASS 0
 HY1936
 HY1936.The horizontal coordinates were scaled from a topographic map and have
 HY1936.an estimated accuracy of +/- 6 seconds.
 HY1936
 HY1936.The orthometric height was determined by differential leveling
 HY1936.and adjusted by the National Geodetic Survey in June 1991..
 HY1936
 HY1936.The geoid height was determined by GEOID03.
 HY1936
 HY1936.The dynamic height is computed by dividing the NAVD 88
 HY1936.geopotential number by the normal gravity value computed on the
 HY1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1936.degrees latitude (g = 980.6199 gals.).
 HY1936
 HY1936.The modeled gravity was interpolated from observed gravity values.
 HY1936
 HY1936;                    North         East    Units  Estimated Accuracy
 HY1936;SPC OH S     -    83,360.      483,190.      MT  (+/- 180 meters Scaled)
 HY1936
 HY1936                          SUPERSEDED SURVEY CONTROL
 HY1936
 HY1936  NGVD 29 (??/??/92)  152.880  (m)          501.57   (f) ADJ UNCH    2 0
 HY1936
 HY1936.Superseded values are not recommended for survey control.
 HY1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1936.See file dsdata.txt to determine how the superseded data were derived.
 HY1936
 HY1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC528921(NAD 83)
 HY1936_MARKER: P = PIPE CAP
 HY1936_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1936_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1936_STAMPING: OHIO 501
 HY1936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1936
 HY1936  HISTORY     - Date     Condition        Report By
 HY1936  HISTORY     - UNK      MONUMENTED       USGS
 HY1936  HISTORY     - 1936     GOOD             NGS
 HY1936
 HY1936                          STATION DESCRIPTION
 HY1936
 HY1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 HY1936'AT RIPLEY.
 HY1936'AT RIPLEY, BROWN COUNTY, ON U.S. HIGHWAY 62, 0.2 MILE EAST OF
 HY1936'THE JUNCTION WITH U.S. HIGHWAY 52, 2 BLOCKS EAST OF MAIN STREET,
 HY1936'33 FEET WEST OF THE SOUTHWEST CORNER OF A 2-SPAN STEEL BRIDGE,
 HY1936'18 FEET NORTHWEST OF A 36-INCH MAPLE TREE, 15 FEET SOUTH OF THE
 HY1936'CENTERLINE OF THE HIGHWAY, 3.8 FEET SOUTH OF THE WEST END OF POST
 HY1936'OF A GUARD FENCE, AND LEVEL WITH THE ROAD.  A UNITED STATES
 HY1936'GEOLOGICAL SURVEY STANDARD CAP, STAMPED OHIO 501 AND RIVETED ON
 HY1936'THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0195 ***********************************************************************
 MC0195  DESIGNATION -  503
 MC0195  PID         -  MC0195
 MC0195  STATE/COUNTY-  OH/HURON
 MC0195  USGS QUAD   -  WILLARD (1972)
 MC0195
 MC0195                         *CURRENT SURVEY CONTROL
 MC0195  ___________________________________________________________________
 MC0195* NAD 83(1986)-  41 03 15.     (N)    082 38 34.     (W)     SCALED    
 MC0195* NAVD 88     -       290.394  (meters)     952.73   (feet)  ADJUSTED  
 MC0195  ___________________________________________________________________
 MC0195  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MC0195  DYNAMIC HT  -         290.261 (meters)     952.30  (feet)  COMP
 MC0195  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 MC0195
 MC0195  VERT ORDER  -  FIRST     CLASS II
 MC0195
 MC0195.The horizontal coordinates were scaled from a topographic map and have
 MC0195.an estimated accuracy of +/- 6 seconds.
 MC0195
 MC0195.The orthometric height was determined by differential leveling
 MC0195.and adjusted by the National Geodetic Survey in June 1991..
 MC0195
 MC0195.The geoid height was determined by GEOID03.
 MC0195
 MC0195.The dynamic height is computed by dividing the NAVD 88
 MC0195.geopotential number by the normal gravity value computed on the
 MC0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0195.degrees latitude (g = 980.6199 gals.).
 MC0195
 MC0195.The modeled gravity was interpolated from observed gravity values.
 MC0195
 MC0195;                    North         East    Units  Estimated Accuracy
 MC0195;SPC OH N     -   154,090.      588,000.      MT  (+/- 180 meters Scaled)
 MC0195
 MC0195                          SUPERSEDED SURVEY CONTROL
 MC0195
 MC0195  NGVD 29 (??/??/92)  290.551  (m)          953.25   (f) ADJ UNCH    1 2
 MC0195
 MC0195.Superseded values are not recommended for survey control.
 MC0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0195.See file dsdata.txt to determine how the superseded data were derived.
 MC0195
 MC0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF619460(NAD 83)
 MC0195_MARKER: DB = BENCH MARK DISK
 MC0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0195_SP_SET: ABUTMENT
 MC0195_MARK LOGO: BORR  
 MC0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0195
 MC0195  HISTORY     - Date     Condition        Report By
 MC0195  HISTORY     - UNK      MONUMENTED       BORR
 MC0195  HISTORY     - 1967     GOOD             CGS
 MC0195  HISTORY     - 1987     GOOD             OHDT
 MC0195
 MC0195                          STATION DESCRIPTION
 MC0195
 MC0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MC0195'4.6 MI E FROM WILLARD.
 MC0195'ABOUT 4.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0195'THE STATION AT WILLARD, NEAR MILEPOLE 199-29, SET ON THE TOP OF
 MC0195'THE SOUTH END OF THE EAST ABUTMENT OF THE OVERPASS OVER WALNUT
 MC0195'ROAD, 10.5 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK,
 MC0195'0.8 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE ABUTMENT AND
 MC0195'4 FEET BELOW THE LEVEL OF THE TRACK.
 MC0195
 MC0195                          STATION RECOVERY (1987)
 MC0195
 MC0195'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (GC)
 MC0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0198 ***********************************************************************
 MC0198  DESIGNATION -  504
 MC0198  PID         -  MC0198
 MC0198  STATE/COUNTY-  OH/HURON
 MC0198  USGS QUAD   -  WILLARD (1972)
 MC0198
 MC0198                         *CURRENT SURVEY CONTROL
 MC0198  ___________________________________________________________________
 MC0198* NAD 83(1986)-  41 03 16.     (N)    082 40 04.     (W)     SCALED    
 MC0198* NAVD 88     -       284.823  (meters)     934.46   (feet)  ADJUSTED  
 MC0198  ___________________________________________________________________
 MC0198  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 MC0198  DYNAMIC HT  -         284.693 (meters)     934.03  (feet)  COMP
 MC0198  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 MC0198
 MC0198  VERT ORDER  -  FIRST     CLASS II
 MC0198
 MC0198.The horizontal coordinates were scaled from a topographic map and have
 MC0198.an estimated accuracy of +/- 6 seconds.
 MC0198
 MC0198.The orthometric height was determined by differential leveling
 MC0198.and adjusted by the National Geodetic Survey in June 1991..
 MC0198.WARNING-Repeat measurements at this control monument indicate possible
 MC0198.vertical movement.
 MC0198
 MC0198.The geoid height was determined by GEOID03.
 MC0198
 MC0198.The dynamic height is computed by dividing the NAVD 88
 MC0198.geopotential number by the normal gravity value computed on the
 MC0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0198.degrees latitude (g = 980.6199 gals.).
 MC0198
 MC0198.The modeled gravity was interpolated from observed gravity values.
 MC0198
 MC0198;                    North         East    Units  Estimated Accuracy
 MC0198;SPC OH N     -   154,120.      585,900.      MT  (+/- 180 meters Scaled)
 MC0198
 MC0198                          SUPERSEDED SURVEY CONTROL
 MC0198
 MC0198  NGVD 29 (??/??/92)  284.982  (m)          934.98   (f) ADJ UNCH    1 2
 MC0198
 MC0198.Superseded values are not recommended for survey control.
 MC0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0198.See file dsdata.txt to determine how the superseded data were derived.
 MC0198
 MC0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF598461(NAD 83)
 MC0198_MARKER: Z = SEE DESCRIPTION
 MC0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0198_SP_SET: OVERPASS
 MC0198_MARK LOGO: BORR  
 MC0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0198
 MC0198  HISTORY     - Date     Condition        Report By
 MC0198  HISTORY     - UNK      MONUMENTED       BORR
 MC0198  HISTORY     - 1967     GOOD             CGS
 MC0198  HISTORY     - 1987     GOOD             OHDT
 MC0198
 MC0198                          STATION DESCRIPTION
 MC0198
 MC0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MC0198'3.3 MI E FROM WILLARD.
 MC0198'ABOUT 3.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0198'FROM THE STATION AT WILLARD, THE TOP SURFACE OF STONE AT THE
 MC0198'SOUTH EDGE OF A 1-INCH HOLE LINED WITH LEAD AND AT THE SOUTH END
 MC0198'OF THE EAST ABUTMENT OF THE OVERPASS OVER STATE HIGHWAY 61,
 MC0198'ABOUT 35 YARDS SOUTHWEST OF AND ACROSS THE TRACK FROM MILEPOLE
 MC0198'200-40, 10.9 FEET SOUTH OF THE SOUTH RAIL OF THE EAST TRACK,
 MC0198'3.9 FEET NORTHWEST OF BENCH MARK P 174 DESCRIBED, 0.8 FOOT
 MC0198'NORTHEAST OF THE SOUTHWEST CORNER OF THE ABUTMENT AND 3 1/2
 MC0198'FEET BELOW THE LEVEL OF THE TRACK.
 MC0198
 MC0198                          STATION RECOVERY (1987)
 MC0198
 MC0198'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (CQ)
 MC0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2400 ***********************************************************************
 MB2400  DESIGNATION -  51 001 1
 MB2400  PID         -  MB2400
 MB2400  STATE/COUNTY-  OH/MAHONING
 MB2400  USGS QUAD   -  DEERFIELD (1994)
 MB2400
 MB2400                         *CURRENT SURVEY CONTROL
 MB2400  ___________________________________________________________________
 MB2400* NAD 83(1995)-  41 01 18.44989(N)    081 00 04.60815(W)     ADJUSTED  
 MB2400* NAVD 88     -       317.2    (meters)    1041.     (feet)  VERTCON   
 MB2400  ___________________________________________________________________
 MB2400  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 MB2400  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2400
 MB2400  HORZ ORDER  -  SECOND
 MB2400
 MB2400.The horizontal coordinates were established by classical geodetic methods
 MB2400.and adjusted by the National Geodetic Survey in April 1998..
 MB2400
 MB2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2400
 MB2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2400
 MB2400.The geoid height was determined by GEOID03.
 MB2400
 MB2400;                    North         East     Units Scale Factor Converg.
 MB2400;SPC OH N     -   151,563.968   726,039.707   MT  0.99993946   +0 59 04.5
 MB2400;UTM  17      - 4,541,176.146   499,892.382   MT  0.99960000   -0 00 03.0
 MB2400
 MB2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2400!SPC OH N     -   0.99995552  x   0.99993946  =   0.99989499
 MB2400!UTM  17      -   0.99995552  x   0.99960000  =   0.99955554
 MB2400
 MB2400:                Primary Azimuth Mark                     Grid Az
 MB2400:SPC OH N     -  61 003 1 P CO                            188 16 39.5
 MB2400:UTM  17      -  61 003 1 P CO                            189 15 47.0
 MB2400
 MB2400|---------------------------------------------------------------------|
 MB2400| PID    Reference Object                     Distance      Geod. Az  |
 MB2400|                                                           dddmmss.s |
 MB2400| MB2361 61 003 1 P CO                       APPROX. 1.9 KM 1891544.0 |
 MB2400| MB2360 61 005 1 P CO                       308.663 METERS 27706     |
 MB2400|---------------------------------------------------------------------|
 MB2400
 MB2400                          SUPERSEDED SURVEY CONTROL
 MB2400
 MB2400  NAD 83(1986)-  41 01 18.45458(N)    081 00 04.61086(W) AD(       ) 2
 MB2400  NAD 27      -  41 01 18.24586(N)    081 00 05.28124(W) AD(       ) 2
 MB2400  NGVD 29 (07/19/86)  317.4    (m)         1041.     (f) VERT ANG       
 MB2400
 MB2400.Superseded values are not recommended for survey control.
 MB2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2400.See file dsdata.txt to determine how the superseded data were derived.
 MB2400
 MB2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9989241176(NAD 83)
 MB2400_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2400_STAMPING: 51-001-1 1977
 MB2400_MARK LOGO: OH-133
 MB2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2400+STABILITY: SURFACE MOTION
 MB2400
 MB2400  HISTORY     - Date     Condition        Report By
 MB2400  HISTORY     - 1977     MONUMENTED       OH-133
 MB2400  HISTORY     - 20060401 MARK NOT FOUND   GEOCAC
 MB2400
 MB2400                          STATION DESCRIPTION
 MB2400
 MB2400'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2400'THE STATION IS ABOUT 6 MILES SOUTHEAST OF PALMYRA, 2-1/2 MILES
 MB2400'NORTHEAST OF NORTH BENTON, 2-1/2 MILES EAST OF DEERFIELD, AND
 MB2400'ON THE RIGHT-OF-WAY OF STATE ROUTES 14 AND U.S. HIGHWAY 224.
 MB2400'
 MB2400'TO REACH THE STATION FROM THE INTERSECTION OF
 MB2400'U.S. HIGHWAY 224 AND STATE ROUTE 14 IN DEERFIELD,
 MB2400'GO EAST ON U.S. HIGHWAY 224 FOR 2 MILES TO
 MB2400'AZIMUTH MARK 61 005 1 P CO ON THE RIGHT.  GO EAST ON U.S.
 MB2400'HIGHWAY 224 FOR 0.2 MILE TO STATION ON THE LEFT.  CONTINUE EAST
 MB2400'ON U.S. HIGHWAY 224 FOR 0.8 MILE TO THE INTERSECTION OF BEDELL
 MB2400'ROAD, TURN RIGHT AND GO SOUTH FOR 2.5 MILES TO THE INTERSECTION
 MB2400'OF WESTERN RESERVE ROAD, TOWNSHIP HIGHWAY 78, TURN RIGHT
 MB2400'AND GO WEST 1.2 MILES TO THE INTERSECTION OF HARTZELL ROAD,
 MB2400'TOWNSHIP HIGHWAY 63, TURN RIGHT AND GO NORTH 1.2 MILES TO
 MB2400'AZIMUTH MARK 61 003 1 P CO ON THE RIGHT.
 MB2400'
 MB2400'STATION MARKS, STAMPED---51-001-1 1977---, ARE PORTAGE COUNTY
 MB2400'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2400'CYLINDRICAL CONCRETE POST THAT IS 8 INCHES BELOW THE GROUND
 MB2400'SURFACE.  IT IS 274.7 FEET WEST OF THE ROADWAY BRIDGE OVER
 MB2400'BERLIN RESERVOIR, 42.7 FEET NORTH OF THE CENTERLINE OF U.S.
 MB2400'HIGHWAY 224, 19.6 FEET SOUTHEAST OF A P.K. SPIKE IN A PAINTED
 MB2400'GUARDRAIL POST, 18.9 FEET SOUTHEAST OF A P.K. SPIKE IN A
 MB2400'PAINTED GUARDRAIL POST, AND 3.2 FEET SOUTH OF A P.K. SPIKE IN
 MB2400'A PAINTED GUARDRAIL POST.  THE UNDERGROUND DISK IS SET IN AN
 MB2400'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2400'SURFACE.
 MB2400'
 MB2400'AZIMUTH MARK 61 003 1 P CO, STAMPED---61-003-1 1977---, IS A
 MB2400'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2400'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2400'SURFACE.  IT IS 51.9 FEET NORTHEAST OF A TELEPHONE POLE,
 MB2400'13.0 FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD GOING
 MB2400'TO THE BOAT RAMP AT DUTCH HARBOR MARINA, 12.0 FEET
 MB2400'NORTHWEST OF THE NORTHWEST CORNER OF AN OUT HOUSE, AND
 MB2400'6.7 FEET SOUTHWEST OF A TWIN TRUNK 8-INCH ASH TREE.
 MB2400'
 MB2400'AZIMUTH MARK 61 005 1 P CO, STAMPED---61-005-1 1977---, IS A
 MB2400'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2400'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2400'SURFACE.  IT IS 72.2 FEET EAST OF A 9-INCH HICKORY TREE, 24.6
 MB2400'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 224, 18.0 FEET
 MB2400'NORTHWEST OF A 5-INCH HICKORY TREE, 3.9 FEET SOUTHEAST OF A
 MB2400'P. K. SPIKE IN THE TOP OF A GUARDRAIL POST, AND 3.5 FEET
 MB2400'SOUTHWEST OF A P.K. SPIKE IN THE TOP OF A GUARDRAIL POST.
 MB2400'
 MB2400'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2400'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2400'
 MB2400'DESCRIBED BY F. J. PINTER
 MB2400
 MB2400                          STATION RECOVERY (2006)
 MB2400
 MB2400'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1475 ***********************************************************************
 HY1475  DESIGNATION -  516
 HY1475  PID         -  HY1475
 HY1475  STATE/COUNTY-  OH/SCIOTO
 HY1475  USGS QUAD   -  FRIENDSHIP (1995)
 HY1475
 HY1475                         *CURRENT SURVEY CONTROL
 HY1475  ___________________________________________________________________
 HY1475* NAD 83(1986)-  38 43 24.     (N)    083 02 46.     (W)     SCALED    
 HY1475* NAVD 88     -       157.106  (meters)     515.44   (feet)  ADJUSTED  
 HY1475  ___________________________________________________________________
 HY1475  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HY1475  DYNAMIC HT  -         157.008 (meters)     515.12  (feet)  COMP
 HY1475  MODELED GRAV-     979,999.2   (mgal)                       NAVD 88
 HY1475
 HY1475  VERT ORDER  -  SECOND    CLASS 0
 HY1475
 HY1475.The horizontal coordinates were scaled from a topographic map and have
 HY1475.an estimated accuracy of +/- 6 seconds.
 HY1475
 HY1475.The orthometric height was determined by differential leveling
 HY1475.and adjusted by the National Geodetic Survey in June 1991..
 HY1475
 HY1475.The geoid height was determined by GEOID03.
 HY1475
 HY1475.The dynamic height is computed by dividing the NAVD 88
 HY1475.geopotential number by the normal gravity value computed on the
 HY1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1475.degrees latitude (g = 980.6199 gals.).
 HY1475
 HY1475.The modeled gravity was interpolated from observed gravity values.
 HY1475
 HY1475;                    North         East    Units  Estimated Accuracy
 HY1475;SPC OH S     -    80,440.      552,510.      MT  (+/- 180 meters Scaled)
 HY1475
 HY1475                          SUPERSEDED SURVEY CONTROL
 HY1475
 HY1475  NGVD 29 (??/??/92)  157.30   (m)          516.1    (f) COMPUTED    2 0
 HY1475
 HY1475.Superseded values are not recommended for survey control.
 HY1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1475.See file dsdata.txt to determine how the superseded data were derived.
 HY1475
 HY1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC221880(NAD 83)
 HY1475_MARKER: DD = SURVEY DISK
 HY1475_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1475_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1475_STAMPING: OHIO-516
 HY1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1475
 HY1475  HISTORY     - Date     Condition        Report By
 HY1475  HISTORY     - UNK      MONUMENTED       USGS
 HY1475  HISTORY     - 1935     GOOD             NGS
 HY1475
 HY1475                          STATION DESCRIPTION
 HY1475
 HY1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1475'3.3 MI W FROM PORTSMOUTH.
 HY1475'3.3 MILES WEST OF THE POST OFFICE BY HIGHWAY 30 FEET NORTH OF THE
 HY1475'CENTERLINE OF FEDERAL HIGHWAY 52, 24 YARDS NORTHWEST OF THE
 HY1475'INTERSECTION OF THE CENTERLINE OF A GRAVEL ROAD TO THE NORTH
 HY1475'AND THE CENTERLINE OF HIGHWAY 52, 100 YARDS WEST OF A SHORT,
 HY1475'SHARP S CURVE IN HIGHWAY 52, 66 YARDS WEST OF A CONCRETE HIGHWAY
 HY1475'BRIDGE, 3 FEET WEST OF A FENCE CORNER, 33 FEET NORTH OF TELEPHONE
 HY1475'POLE 113-897, 18 INCHES BELOW THE ROAD, ON TOP OF A 3 INCH
 HY1475'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1476 ***********************************************************************
 HY1476  DESIGNATION -  516 RESET
 HY1476  PID         -  HY1476
 HY1476  STATE/COUNTY-  OH/SCIOTO
 HY1476  USGS QUAD   -  FRIENDSHIP (1995)
 HY1476
 HY1476                         *CURRENT SURVEY CONTROL
 HY1476  ___________________________________________________________________
 HY1476* NAD 83(1986)-  38 43 24.     (N)    083 02 46.     (W)     SCALED    
 HY1476* NAVD 88     -       161.68   (+/-2cm)     530.4    (feet)  VERTCON   
 HY1476  ___________________________________________________________________
 HY1476  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 HY1476
 HY1476  VERT ORDER  -  THIRD (See Below)
 HY1476
 HY1476.The horizontal coordinates were scaled from a topographic map and have
 HY1476.an estimated accuracy of +/- 6 seconds.
 HY1476
 HY1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY1476.The vertical order pertains to the NGVD 29 superseded value.
 HY1476
 HY1476.The geoid height was determined by GEOID03.
 HY1476
 HY1476;                    North         East    Units  Estimated Accuracy
 HY1476;SPC OH S     -    80,440.      552,510.      MT  (+/- 180 meters Scaled)
 HY1476
 HY1476                          SUPERSEDED SURVEY CONTROL
 HY1476
 HY1476  NGVD 29 (??/??/??)  161.87   (m)          531.1    (f) RESET       3  
 HY1476
 HY1476.Superseded values are not recommended for survey control.
 HY1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1476.See file dsdata.txt to determine how the superseded data were derived.
 HY1476
 HY1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC221880(NAD 83)
 HY1476_MARKER: DD = SURVEY DISK
 HY1476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1476_SP_SET: ABUTMENT
 HY1476_STAMPING: OHIO 516 RESET 1950
 HY1476_MARK LOGO: USGS  
 HY1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1476
 HY1476  HISTORY     - Date     Condition        Report By
 HY1476  HISTORY     - 1950     MONUMENTED       OHHD
 HY1476  HISTORY     - 1955     GOOD             CGS
 HY1476
 HY1476                          STATION DESCRIPTION
 HY1476
 HY1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HY1476'3.5 MI W FROM PORTSMOUTH.
 HY1476'3.5 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE AT
 HY1476'PORTSMOUTH, SCIOTO COUNTY, NEAR THE COUNTY INFORMARY, 100 FEET
 HY1476'EAST OF A COUNTY ROAD, AT A BRIDGE OVER CAREYS RUN, AND IN THE
 HY1476'NORTHWEST WING WALL OF THE WEST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0041 ***********************************************************************
 JZ0041  DESIGNATION -  52
 JZ0041  PID         -  JZ0041
 JZ0041  STATE/COUNTY-  OH/MONTGOMERY
 JZ0041  USGS QUAD   -  TIPP CITY (1992)
 JZ0041
 JZ0041                         *CURRENT SURVEY CONTROL
 JZ0041  ___________________________________________________________________
 JZ0041* NAD 83(1986)-  39 53 32.     (N)    084 10 50.     (W)     SCALED    
 JZ0041* NAVD 88     -       295.651  (meters)     969.98   (feet)  ADJUSTED  
 JZ0041  ___________________________________________________________________
 JZ0041  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JZ0041  DYNAMIC HT  -         295.493 (meters)     969.46  (feet)  COMP
 JZ0041  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 JZ0041
 JZ0041  VERT ORDER  -  FIRST     CLASS II
 JZ0041
 JZ0041.The horizontal coordinates were scaled from a topographic map and have
 JZ0041.an estimated accuracy of +/- 6 seconds.
 JZ0041
 JZ0041.The orthometric height was determined by differential leveling
 JZ0041.and adjusted by the National Geodetic Survey in June 1991..
 JZ0041
 JZ0041.The geoid height was determined by GEOID03.
 JZ0041
 JZ0041.The dynamic height is computed by dividing the NAVD 88
 JZ0041.geopotential number by the normal gravity value computed on the
 JZ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0041.degrees latitude (g = 980.6199 gals.).
 JZ0041
 JZ0041.The modeled gravity was interpolated from observed gravity values.
 JZ0041
 JZ0041;                    North         East    Units  Estimated Accuracy
 JZ0041;SPC OH S     -   211,400.      456,280.      MT  (+/- 180 meters Scaled)
 JZ0041
 JZ0041                          SUPERSEDED SURVEY CONTROL
 JZ0041
 JZ0041  NGVD 29 (??/??/92)  295.848  (m)          970.63   (f) ADJ UNCH    1 2
 JZ0041
 JZ0041.Superseded values are not recommended for survey control.
 JZ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0041.See file dsdata.txt to determine how the superseded data were derived.
 JZ0041
 JZ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK410196(NAD 83)
 JZ0041_MARKER: DD = SURVEY DISK
 JZ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0041_STAMPING: 52
 JZ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0041+STABILITY: SURFACE MOTION
 JZ0041
 JZ0041  HISTORY     - Date     Condition        Report By
 JZ0041  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0041  HISTORY     - 1947     GOOD             NGS
 JZ0041  HISTORY     - 1954     MARK NOT FOUND   NGS
 JZ0041
 JZ0041                          STATION DESCRIPTION
 JZ0041
 JZ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0041'1 MI E FROM VANDALIA.
 JZ0041'1.0 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF U.S.
 JZ0041'HIGHWAY 25-NORTH AT VANDALIA, ABOUT 0.5 MILE EAST OF THE JUNCTION
 JZ0041'OF HIGHWAY 25-SOUTH, AT A TURN IN HIGHWAY 40 WITH TANGENTS WEST
 JZ0041'AND SOUTH AND THE JUNCTION OF OLD NATIONAL ROAD LEADING EAST,
 JZ0041'21 FEET NORTH OF THE CENTER LINE OF OLD NATIONAL ROAD AND THE
 JZ0041'PROLONGED CENTER LINE OF THE WEST TANGENT OF THE HIGHWAY, 11.5
 JZ0041'FEET WEST OF THE PROLONGED CENTER LINE OF THE SOUTH TANGENT OF
 JZ0041'THE HIGHWAY, 12 FEET EAST OF TELEPHONE POLE NO. 70/8, 1 FOOT
 JZ0041'SOUTH OF A WIRE FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST,
 JZ0041'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ0041'PROJECTING 7 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE
 JZ0041'BALTIMORE AND OHIO RAILROAD STATION AT TIPP CITY BY GOING ABOUT
 JZ0041'5.2 MILES SOUTH ALONG THE TRACK, THENCE ABOUT 0.6 MILE NORTHWEST
 JZ0041'ALONG CASSEL ROAD, THENCE ABOUT 0.4 MILE WEST ALONG OLD NATIONAL
 JZ0041'ROAD.  NOTE-- 1954 REPORT IT WAS REPORTED AT THAT TIME THAT
 JZ0041'GRADING HAS BEEN DONE IN THIS AREA AND NEW HOUSES HAVE BEEN
 JZ0041'CONSTRUCTED.
 JZ0041
 JZ0041                          STATION RECOVERY (1954)
 JZ0041
 JZ0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JZ0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0396 ***********************************************************************
 JZ0396  DESIGNATION -  52
 JZ0396  PID         -  JZ0396
 JZ0396  STATE/COUNTY-  OH/HAMILTON
 JZ0396  USGS QUAD   -  NEWPORT (1987)
 JZ0396
 JZ0396                         *CURRENT SURVEY CONTROL
 JZ0396  ___________________________________________________________________
 JZ0396* NAD 83(1986)-  39 07 01.     (N)    084 26 22.     (W)     SCALED    
 JZ0396* NAVD 88     -       155.847  (meters)     511.31   (feet)  ADJUSTED  
 JZ0396  ___________________________________________________________________
 JZ0396  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0396  DYNAMIC HT  -         155.748 (meters)     510.98  (feet)  COMP
 JZ0396  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 JZ0396
 JZ0396  VERT ORDER  -  SECOND    CLASS 0
 JZ0396
 JZ0396.The horizontal coordinates were scaled from a topographic map and have
 JZ0396.an estimated accuracy of +/- 6 seconds.
 JZ0396
 JZ0396.The orthometric height was determined by differential leveling
 JZ0396.and adjusted by the National Geodetic Survey in June 1991..
 JZ0396
 JZ0396.The geoid height was determined by GEOID03.
 JZ0396
 JZ0396.The dynamic height is computed by dividing the NAVD 88
 JZ0396.geopotential number by the normal gravity value computed on the
 JZ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0396.degrees latitude (g = 980.6199 gals.).
 JZ0396
 JZ0396.The modeled gravity was interpolated from observed gravity values.
 JZ0396
 JZ0396;                    North         East    Units  Estimated Accuracy
 JZ0396;SPC OH S     -   125,800.      432,290.      MT  (+/- 180 meters Scaled)
 JZ0396
 JZ0396                          SUPERSEDED SURVEY CONTROL
 JZ0396
 JZ0396  NGVD 29 (??/??/92)  156.03   (m)          511.9    (f) COMPUTED    2 0
 JZ0396
 JZ0396.Superseded values are not recommended for survey control.
 JZ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0396.See file dsdata.txt to determine how the superseded data were derived.
 JZ0396
 JZ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ213328(NAD 83)
 JZ0396_MARKER: R = RIVET
 JZ0396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JZ0396_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JZ0396_STAMPING: 52
 JZ0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0396
 JZ0396  HISTORY     - Date     Condition        Report By
 JZ0396  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0396  HISTORY     - 1949     GOOD             NGS
 JZ0396  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0396
 JZ0396                          STATION DESCRIPTION
 JZ0396
 JZ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0396'AT CINCINNATI.
 JZ0396'AT CINCINNATI, HAMILTON COUNTY, AT THE SOUTHEAST CORNER OF THE
 JZ0396'INTERSECTION OF DELTA AND COLUMBIA AVENUE, 11.4 FEET SOUTH OF
 JZ0396'THE SOUTH CURB OF COLUMBIA AVENUE, AND 2.4 FEET EAST OF THE
 JZ0396'EAST CURB OF DELTA AVENUE.  A CITY OF CINCINNATI BRONZE CAP,
 JZ0396'STAMPED 52 AND RIVETED ON THE TOP OF A PIPE.
 JZ0396
 JZ0396                          STATION RECOVERY (1985)
 JZ0396
 JZ0396'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2356 ***********************************************************************
 MB2356  DESIGNATION -  52 011 1
 MB2356  PID         -  MB2356
 MB2356  STATE/COUNTY-  OH/MAHONING
 MB2356  USGS QUAD   -  DEERFIELD (1994)
 MB2356
 MB2356                         *CURRENT SURVEY CONTROL
 MB2356  ___________________________________________________________________
 MB2356* NAD 83(1995)-  41 06 38.57798(N)    081 00 08.48929(W)     ADJUSTED  
 MB2356* NAVD 88     -       294.     (meters)     965.     (feet)  VERTCON   
 MB2356  ___________________________________________________________________
 MB2356  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 MB2356  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2356
 MB2356  HORZ ORDER  -  SECOND
 MB2356
 MB2356.The horizontal coordinates were established by classical geodetic methods
 MB2356.and adjusted by the National Geodetic Survey in April 1998..
 MB2356
 MB2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2356
 MB2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2356
 MB2356.The geoid height was determined by GEOID03.
 MB2356
 MB2356;                    North         East     Units Scale Factor Converg.
 MB2356;SPC OH N     -   161,435.879   725,779.487   MT  0.99993942   +0 59 02.0
 MB2356;UTM  17      - 4,551,047.721   499,802.009   MT  0.99960000   -0 00 05.6
 MB2356
 MB2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2356!SPC OH N     -   0.99995920  x   0.99993942  =   0.99989862
 MB2356!UTM  17      -   0.99995920  x   0.99960000  =   0.99955922
 MB2356
 MB2356:                Primary Azimuth Mark                     Grid Az
 MB2356:SPC OH N     -  62 418 1                                 357 55 04.8
 MB2356:UTM  17      -  62 418 1                                 358 54 12.4
 MB2356
 MB2356|---------------------------------------------------------------------|
 MB2356| PID    Reference Object                     Distance      Geod. Az  |
 MB2356|                                                           dddmmss.s |
 MB2356| MB2359 62 418 1                            APPROX. 0.7 KM 3585406.8 |
 MB2356|---------------------------------------------------------------------|
 MB2356
 MB2356                          SUPERSEDED SURVEY CONTROL
 MB2356
 MB2356  NAD 83(1986)-  41 06 38.58343(N)    081 00 08.49040(W) AD(       ) 2
 MB2356  NAD 27      -  41 06 38.37965(N)    081 00 09.15751(W) AD(       ) 2
 MB2356  NGVD 29 (07/19/86)  294.     (m)          965.     (f) VERT ANG       
 MB2356
 MB2356.Superseded values are not recommended for survey control.
 MB2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2356.See file dsdata.txt to determine how the superseded data were derived.
 MB2356
 MB2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9980251048(NAD 83)
 MB2356_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2356_STAMPING: 52-011-1 1977
 MB2356_MARK LOGO: OH-133
 MB2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2356+STABILITY: SURFACE MOTION
 MB2356
 MB2356  HISTORY     - Date     Condition        Report By
 MB2356  HISTORY     - 1977     MONUMENTED       OH-133
 MB2356
 MB2356                          STATION DESCRIPTION
 MB2356
 MB2356'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2356'THE STATION IS ABOUT 6-3/4 MILES NORTHEAST OF DEERFIELD,
 MB2356'4-1/4 MILES SOUTHEAST OF PARIS, 2-3/4 MILES NORTHEAST OF
 MB2356'PALMYRA, AND ON RIGHT-OF-WAY OF MAHONING ROAD, COUNTY HIGHWAY 73.
 MB2356'
 MB2356'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 225
 MB2356'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN PALMYRA, GO EAST ON
 MB2356'TALLMADGE ROAD FOR 2.5 MILES TO THE
 MB2356'EAST PORTAGE COUNTYLINE AND THE INTERSECTION OF MAHONING ROAD.
 MB2356'TURN LEFT AND GO NORTH ON MAHONING ROAD
 MB2356'FOR 0.85 MILE TO THE STATION ON THE RIGHT, ON A SMALL KNOLL.
 MB2356'
 MB2356'STATION MARK, STAMPED---52-011-1 1977---, IS A PORTAGE COUNTY
 MB2356'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2356'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2356'56.5 FEET NORTHEAST OF AN 8-INCH PINE TREE, 35.3 FEET EAST OF
 MB2356'POWER POLE NUMBER PA 647, 18.2 FEET SOUTH OF AN UNDERGROUND
 MB2356'TELEPHONE JUNCTION BOX NUMBER 5, AND 15.5 FEET EAST OF
 MB2356'THE CENTERLINE OF MAHONING ROAD.
 MB2356'
 MB2356'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2356'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2356'STATION 62 418 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2356'
 MB2356'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2039 ***********************************************************************
 MB2039  DESIGNATION -  53 021 1
 MB2039  PID         -  MB2039
 MB2039  STATE/COUNTY-  OH/TRUMBULL
 MB2039  USGS QUAD   -  NEWTON FALLS (1994)
 MB2039
 MB2039                         *CURRENT SURVEY CONTROL
 MB2039  ___________________________________________________________________
 MB2039* NAD 83(1995)-  41 08 03.19092(N)    080 59 46.53585(W)     ADJUSTED  
 MB2039* NAVD 88     -       287.     (meters)     942.     (feet)  VERTCON   
 MB2039  ___________________________________________________________________
 MB2039  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 MB2039  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2039
 MB2039  HORZ ORDER  -  SECOND
 MB2039
 MB2039.The horizontal coordinates were established by classical geodetic methods
 MB2039.and adjusted by the National Geodetic Survey in April 1998..
 MB2039
 MB2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2039
 MB2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2039
 MB2039.The geoid height was determined by GEOID03.
 MB2039
 MB2039;                    North         East     Units Scale Factor Converg.
 MB2039;SPC OH N     -   164,054.367   726,246.592   MT  0.99993981   +0 59 16.4
 MB2039;UTM  17      - 4,553,656.903   500,313.904   MT  0.99960000   +0 00 08.9
 MB2039
 MB2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2039!SPC OH N     -   0.99996030  x   0.99993981  =   0.99990011
 MB2039!UTM  17      -   0.99996030  x   0.99960000  =   0.99956032
 MB2039
 MB2039|---------------------------------------------------------------------|
 MB2039| PID    Reference Object                     Distance      Geod. Az  |
 MB2039|                                                           dddmmss.s |
 MB2039| MB0816 CRAIG AZ MK                         248.335 METERS 09237     |
 MB2039| MB0805 CRAIG RM 2                          APPROX. 0.6 KM 2015426.4 |
 MB2039| MB2037 53 021 2                            117.324 METERS 26857     |
 MB2039| MB2313 62 417 2 P CO                       APPROX. 0.5 KM 2693007.5 |
 MB2039|---------------------------------------------------------------------|
 MB2039
 MB2039                          SUPERSEDED SURVEY CONTROL
 MB2039
 MB2039  NAD 83(1986)-  41 08 03.19628(N)    080 59 46.53674(W) AD(       ) 2
 MB2039  NAD 27      -  41 08 02.99349(N)    080 59 47.20485(W) AD(       ) 2
 MB2039  NGVD 29 (07/19/86)  287.     (m)          942.     (f) VERT ANG       
 MB2039
 MB2039.Superseded values are not recommended for survey control.
 MB2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2039.See file dsdata.txt to determine how the superseded data were derived.
 MB2039
 MB2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0031453657(NAD 83)
 MB2039_MARKER: DB = BENCH MARK DISK
 MB2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2039_STAMPING: 53-021-1
 MB2039_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2039+STABILITY: SURFACE MOTION
 MB2039
 MB2039  HISTORY     - Date     Condition        Report By
 MB2039  HISTORY     - 1977     MONUMENTED       OH-133
 MB2039  HISTORY     - 19930914 GOOD             OHDT
 MB2039
 MB2039                          STATION DESCRIPTION
 MB2039
 MB2039'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2039'THE STATION IS ABOUT 4 MILES NORTHEAST OF PALMYRA, 3-1/2
 MB2039'MILES SOUTHEAST OF PARIS, 1 MILE NORTHWEST OF CRAIG
 MB2039'BEACH, AND ON THE RIGHT-OF-WAY OF WEST MAHONING-TRUMBULL
 MB2039'COUNTY LINE ROAD.
 MB2039'
 MB2039'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB2039'ROUTE 225, AND TALLMADGE ROAD, COUNTY HIGHWAY 18, GO NORTH ON
 MB2039'STATE ROUTE 225 FOR 2.45 MILES TO THE INTERSECTION OF CABLE
 MB2039'LINE ROAD, COUNTY HIGHWAY 120.  TURN RIGHT AND GO EAST ON CABLE
 MB2039'LINE ROAD FOR 2.5 MILES TO THE EAST
 MB2039'BOUNDARY LINE OF PORTAGE COUNTY, AND AZIMUTH MARK 62 417 2 P CO
 MB2039'IN THE CENTERLINE OF CABLE LINE ROAD.  UPON
 MB2039'ENTERING MAHONING COUNTY, CABLE LINE ROAD BECOMES
 MB2039'MAHONING-TRUMBULL COUNTY LINE ROAD.  CONTINUE
 MB2039'EAST ON MAHONING-TRUMBULL COUNTY LINE ROAD FOR 0.25 MILE TO
 MB2039'THE T-INTERSECTION OF MILTON NEWTON ROAD AND AZIMUTH MARK
 MB2039'53 021 1 P CO IN THE CENTER OF THE INTERSECTION
 MB2039'OF MAHONING-TRUMBULL COUNTY
 MB2039'LINE ROAD AND MILTON NEWTON ROAD.  CONTINUE EAST ON
 MB2039'MAHONING- TRUMBULL COUNTY LINE ROAD FOR 0.1 MILE TO THE
 MB2039'STATION ON THE LEFT.  CONTINUE EAST ON MAHONING-TRUMBULL
 MB2039'COUNTY LINE ROAD FOR 0.15 MILE TO THE CRAIG AZIMUTH MARK ON
 MB2039'THE RIGHT.
 MB2039'
 MB2039'STATION MARKS, STAMPED---53-021-1 1977---, ARE PORTAGE COUNTY
 MB2039'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2039'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2039'SURFACE.  IT IS 176.6 FEET WEST-NORTHWEST OF THE CENTER
 MB2039'OF THE INTERSECTION OF
 MB2039'MAHONING-TRUMBULL COUNTY LINE ROAD AND SOUTH CANAL ROAD, 91.8
 MB2039'FEET NORTHEAST OF TELEPHONE AND POWER POLE NUMBER 1280 N 48,
 MB2039'49.6 FEET NORTHWEST OF TELEPHONE AND POWER POLE NUMBER 1280 N
 MB2039'49, AND 11.2 FEET NORTH OF THE CENTERLINE OF
 MB2039'MAHONING-TRUMBULL COUNTY LINE ROAD.  THE UNDERGROUND DISK IS
 MB2039'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 MB2039'THE GROUND SURFACE.
 MB2039'
 MB2039'AZIMUTH MARK 62 417 2 P CO, STAMPED---62-417-2 1977---, IS A
 MB2039'MAHONING COUNTY BRASS DISK SET IN THE TOP OF CONCRETE
 MB2039'6 INCHES BELOW THE SURFACE AND ENCASED IN AN 8-INCH SQUARE
 MB2039'MONUMENT BOX WITH METAL LID
 MB2039'THAT IS FLUSH WITH THE ROAD SURFACE.  IT IS 51.16 FEET NORTH
 MB2039'OF A SPIKE IN POWER POLE NUMBER 128 ON 90, 39.19 FEET
 MB2039'NORTHEAST OF A SPIKE IN A POWER POLE, AND 31.46 FEET
 MB2039'SOUTHWEST OF A SPIKE IN THE TOP OF A CORNER FENCE POST.
 MB2039'
 MB2039'AZIMUTH MARK 53 021 2 P CO, STAMPED---53-021-2 1977---, IS A
 MB2039'MAHONING COUNTY BRASS DISK SET IN THE TOP OF CONCRETE
 MB2039'6 INCHES BELOW THE SURFACE AND ENCASED IN AN 8-INCH MONUMENT
 MB2039'BOX WITH METAL LID THAT IS
 MB2039'FLUSH WITH THE ROAD SURFACE.  IT IS 94.8 FEET NORTH-NORTHWEST
 MB2039'OF TELEPHONE POLE NUMBER 1280 N 44, 60.2 FEET NORTHEAST OF
 MB2039'TELEPHONE AND POWER POLE NUMBER 128 N 46, AND 37.1 FEET
 MB2039'NORTHEAST OF TELEPHONE AND POWER POLE NUMBER 1280 N 45.
 MB2039'
 MB2039'CRAIG 1950 AZ MK, STAMPED---CRAIG 1949---, IS A STANDARD
 MB2039'COAST AND GEODETIC SURVEY AZIMUTH MARK DISK SET IN THE TOP OF A
 MB2039'12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 MB2039'GROUND SURFACE.  IT IS 237.1 FEET NORTHEAST OF A LARGE POWER
 MB2039'POLE, 84.9 FEET EAST OF A POWER AND TELEPHONE POLE, 41.8
 MB2039'FEET WEST OF TELEPHONE AND POWER POLE NUMBER 217 BW, AND 20.7
 MB2039'FEET SOUTH OF THE CENTERLINE OF MAHONING-TRUMBULL COUNTY
 MB2039'LINE ROAD.
 MB2039'
 MB2039'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2039'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2039'
 MB2039'DESCRIBED BY F.J. PINTER.
 MB2039
 MB2039                          STATION RECOVERY (1993)
 MB2039
 MB2039'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2037 ***********************************************************************
 MB2037  DESIGNATION -  53 021 2
 MB2037  PID         -  MB2037
 MB2037  STATE/COUNTY-  OH/MAHONING
 MB2037  USGS QUAD   -  NEWTON FALLS (1994)
 MB2037
 MB2037                         *CURRENT SURVEY CONTROL
 MB2037  ___________________________________________________________________
 MB2037* NAD 83(1995)-  41 08 03.12105(N)    080 59 51.56530(W)     ADJUSTED  
 MB2037* NAVD 88     -       287.     (meters)     942.     (feet)  VERTCON   
 MB2037  ___________________________________________________________________
 MB2037  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MB2037  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2037
 MB2037  HORZ ORDER  -  SECOND
 MB2037
 MB2037.The horizontal coordinates were established by classical geodetic methods
 MB2037.and adjusted by the National Geodetic Survey in April 1998..
 MB2037
 MB2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2037
 MB2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2037
 MB2037.The geoid height was determined by GEOID03.
 MB2037
 MB2037;                    North         East     Units Scale Factor Converg.
 MB2037;SPC OH N     -   164,050.191   726,129.350   MT  0.99993981   +0 59 13.1
 MB2037;UTM  17      - 4,553,654.744   500,196.647   MT  0.99960000   +0 00 05.5
 MB2037
 MB2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2037!SPC OH N     -   0.99996030  x   0.99993981  =   0.99990011
 MB2037!UTM  17      -   0.99996030  x   0.99960000  =   0.99956032
 MB2037
 MB2037                          SUPERSEDED SURVEY CONTROL
 MB2037
 MB2037  NAD 83(1986)-  41 08 03.12642(N)    080 59 51.56619(W) AD(       ) 2
 MB2037  NAD 27      -  41 08 02.92365(N)    080 59 52.23414(W) AD(       ) 2
 MB2037  NGVD 29 (07/19/86)  287.     (m)          942.     (f) VERT ANG       
 MB2037
 MB2037.Superseded values are not recommended for survey control.
 MB2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2037.See file dsdata.txt to determine how the superseded data were derived.
 MB2037
 MB2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0019753655(NAD 83)
 MB2037_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2037+STABILITY: SURFACE MOTION
 MB2037
 MB2037  HISTORY     - Date     Condition        Report By
 MB2037  HISTORY     - 1977     MONUMENTED       OH-133
 MB2037
 MB2037                          STATION DESCRIPTION
 MB2037
 MB2037'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2037'THE STATION IS ABOUT 4 MILES NORTHEAST OF PALMYRA, 3-1/2
 MB2037'MILES SOUTHEAST OF PARIS, 1 MILE NORTHWEST OF CRAIG
 MB2037'BEACH, AND ON THE RIGHT-OF-WAY OF WEST MAHONING-TRUMBULL
 MB2037'COUNTY LINE ROAD.
 MB2037'
 MB2037'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB2037'ROUTE 225 AND TALLMADGE ROAD, COUNTY HIGHWAY 18, GO NORTH ON
 MB2037'STATE ROUTE 225 FOR 2.45 MILES TO THE INTERSECTION OF CABLE
 MB2037'LINE ROAD, COUNTY HIGHWAY 120.  TURN RIGHT AND GO EAST ON CABLE
 MB2037'LINE ROAD FOR 2.5 MILES TO THE EAST
 MB2037'BOUNDARY LINE OF PORTAGE COUNTY.  UPON ENTERING MAHONING COUNTY,
 MB2037'CABLE LINE ROAD BECOMES
 MB2037'MAHONING-TRUMBULL COUNTY LINE ROAD.  CONTINUE EAST ON
 MB2037'MAHONING-TRUMBULL COUNTY LINE ROAD FOR 0.25 MILE TO THE
 MB2037'T-INTERSECTION OF MILTON NEWTON ROAD, AND THE STATION IN THE
 MB2037'CENTER OF THE INTERSECTION OF MAHONING TRUMBULL COUNTY LINE
 MB2037'ROAD AND MILTON NEWTON ROAD.
 MB2037'
 MB2037'STATION MARK, UNSTAMPED, IS A MAHONING COUNTY
 MB2037'BRASS DISK SET IN THE TOP OF CONCRETE 6 INCHES BELOW THE SURFACE
 MB2037'AND ENCASED IN AN 8-INCH SQUARE MONUMENT BOX WITH METAL LID
 MB2037'THAT IS FLUSH WITH THE ROAD SURFACE.  IT IS 94.8 FEET NORTH-
 MB2037'NORTHWEST OF TELEPHONE POLE NUMBER 1280 N 44, 60.2 FEET
 MB2037'NORTHEAST OF TELEPHONE AND POWER POLE NUMBER 128 N 46, AND
 MB2037'37.1 FEET NORTHEAST OF TELEPHONE AND POWER POLE NUMBER 1280 N
 MB2037'45.
 MB2037'
 MB2037'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2037'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2037'STATION 53 021 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2037'
 MB2037'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1809 ***********************************************************************
 MB1809  DESIGNATION -  54
 MB1809  PID         -  MB1809
 MB1809  STATE/COUNTY-  OH/CUYAHOGA
 MB1809  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1809
 MB1809                         *CURRENT SURVEY CONTROL
 MB1809  ___________________________________________________________________
 MB1809* NAD 83(1986)-  41 22 56.     (N)    081 31 37.     (W)     SCALED    
 MB1809* NAVD 88     -       293.959  (meters)     964.43   (feet)  ADJUSTED  
 MB1809  ___________________________________________________________________
 MB1809  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB1809  DYNAMIC HT  -         293.835 (meters)     964.02  (feet)  COMP
 MB1809  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 MB1809
 MB1809  VERT ORDER  -  FIRST     CLASS II
 MB1809
 MB1809.The horizontal coordinates were scaled from a topographic map and have
 MB1809.an estimated accuracy of +/- 6 seconds.
 MB1809
 MB1809.The orthometric height was determined by differential leveling
 MB1809.and adjusted by the National Geodetic Survey in June 1991..
 MB1809
 MB1809.The geoid height was determined by GEOID03.
 MB1809
 MB1809.The dynamic height is computed by dividing the NAVD 88
 MB1809.geopotential number by the normal gravity value computed on the
 MB1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1809.degrees latitude (g = 980.6199 gals.).
 MB1809
 MB1809.The modeled gravity was interpolated from observed gravity values.
 MB1809
 MB1809;                    North         East    Units  Estimated Accuracy
 MB1809;SPC OH N     -   190,960.      681,390.      MT  (+/- 180 meters Scaled)
 MB1809
 MB1809                          SUPERSEDED SURVEY CONTROL
 MB1809
 MB1809  NGVD 29 (06/03/92)  294.174  (m)          965.14   (f) ADJUSTED    1 2
 MB1809
 MB1809.Superseded values are not recommended for survey control.
 MB1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1809.See file dsdata.txt to determine how the superseded data were derived.
 MB1809
 MB1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF559813(NAD 83)
 MB1809_MARKER: DD = SURVEY DISK
 MB1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1809_SP_SET: CONCRETE POST
 MB1809_STAMPING: 54
 MB1809_MARK LOGO: CRGS  
 MB1809_PROJECTION: RECESSED 5 CENTIMETERS
 MB1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1809+STABILITY: SURFACE MOTION
 MB1809
 MB1809  HISTORY     - Date     Condition        Report By
 MB1809  HISTORY     - 1938     MONUMENTED       CRGS
 MB1809  HISTORY     - 1983     GOOD             NGS
 MB1809  HISTORY     - 19940617 POOR             USPSQD
 MB1809
 MB1809                          STATION DESCRIPTION
 MB1809
 MB1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1809'IN BEDFORD.
 MB1809'IN BEDFORD, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF UNION
 MB1809'STREET AND STATE HIGHWAY 8 (NORTHFIELD ROAD), SOUTHWEST OF THE
 MB1809'NORTHEAST FACE OF THE WEST CURB OF THE HIGHWAY, IN TOP OF A CONCRETE
 MB1809'POST AND PROTECTED BY A 9-INCH CAST IRON BOX WITH A COVER,
 MB1809'10.34 METERS (33.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 MB1809'10.42 METERS (34.2 FT) SOUTH OF THE CENTERLINE OF UNION STREET,
 MB1809'8.81 METERS (28.9 FT) SOUTHEAST OF UTILITY POLE 29745 WITH A TRAFFIC
 MB1809'SIGNAL CONTROL BOX AND A STREET LAMP.
 MB1809
 MB1809                          STATION RECOVERY (1994)
 MB1809
 MB1809'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1809'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2314 ***********************************************************************
 MB2314  DESIGNATION -  54 010 1 P CO
 MB2314  PID         -  MB2314
 MB2314  STATE/COUNTY-  OH/PORTAGE
 MB2314  USGS QUAD   -  WINDHAM (1994)
 MB2314
 MB2314                         *CURRENT SURVEY CONTROL
 MB2314  ___________________________________________________________________
 MB2314* NAD 83(1995)-  41 14 59.67802(N)    081 00 09.29754(W)     ADJUSTED  
 MB2314* NAVD 88     -       288.0    (meters)     945.     (feet)  VERTCON   
 MB2314  ___________________________________________________________________
 MB2314  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 MB2314  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB2314
 MB2314  HORZ ORDER  -  SECOND
 MB2314
 MB2314.The horizontal coordinates were established by classical geodetic methods
 MB2314.and adjusted by the National Geodetic Survey in April 1998..
 MB2314
 MB2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2314
 MB2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2314
 MB2314.The geoid height was determined by GEOID03.
 MB2314
 MB2314;                    North         East     Units Scale Factor Converg.
 MB2314;SPC OH N     -   176,890.943   725,495.249   MT  0.99994418   +0 59 01.4
 MB2314;UTM  17      - 4,566,500.112   499,783.618   MT  0.99960000   -0 00 06.1
 MB2314
 MB2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2314!SPC OH N     -   0.99996012  x   0.99994418  =   0.99990430
 MB2314!UTM  17      -   0.99996012  x   0.99960000  =   0.99956013
 MB2314
 MB2314:                Primary Azimuth Mark                     Grid Az
 MB2314:SPC OH N     -  BRACEVILLE                               122 35 40.9
 MB2314:UTM  17      -  BRACEVILLE                               123 34 48.4
 MB2314
 MB2314|---------------------------------------------------------------------|
 MB2314| PID    Reference Object                     Distance      Geod. Az  |
 MB2314|                                                           dddmmss.s |
 MB2314| MB0524 BRACEVILLE                          APPROX. 2.6 KM 1233442.3 |
 MB2314| MB2315 64 070 1 P CO                       207.162 METERS 20000     |
 MB2314| MB2160 54 010 2                            319.029 METERS 35743     |
 MB2314|---------------------------------------------------------------------|
 MB2314
 MB2314                          SUPERSEDED SURVEY CONTROL
 MB2314
 MB2314  NAD 83(1986)-  41 14 59.68437(N)    081 00 09.29576(W) AD(       ) 2
 MB2314  NAD 27      -  41 14 59.48282(N)    081 00 09.96289(W) AD(       ) 2
 MB2314  NGVD 29 (07/19/86)  288.2    (m)          946.     (f) VERT ANG       
 MB2314
 MB2314.Superseded values are not recommended for survey control.
 MB2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2314.See file dsdata.txt to determine how the superseded data were derived.
 MB2314
 MB2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9978466500(NAD 83)
 MB2314_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2314+STABILITY: SURFACE MOTION
 MB2314
 MB2314  HISTORY     - Date     Condition        Report By
 MB2314  HISTORY     - 1977     MONUMENTED       OH-133
 MB2314
 MB2314                          STATION DESCRIPTION
 MB2314
 MB2314'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2314'THE STATION IS ABOUT 5-3/4 MILES SOUTHEAST OF GARRETTSVILLE,
 MB2314'5 MILES SOUTHEAST OF NELSON, 2-1/2 MILES
 MB2314'NORTHEAST OF WINDHAM
 MB2314'AND ON
 MB2314'RIGHT-OF-WAY OF SHANK ROAD, TOWNSHIP HIGHWAY 308.
 MB2314'
 MB2314'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2314'AND 88 IN GARRETTSVILLE, GO SOUTHEAST
 MB2314'ON STATE ROUTE 82 FOR 5.75 MILES TO AZIMUTH MARK 64 070 1
 MB2314'P CO ON THE LEFT.  CONTINUE EAST ON STATE ROUTE 82 FOR 0.05
 MB2314'MILE TO THE INTERSECTION OF SHANK ROAD.  TURN LEFT
 MB2314'AND GO NORTH ON SHANK ROAD FOR 0.15 MILE TO THE
 MB2314'STATION ON THE RIGHT IN TRUMBULL COUNTY.
 MB2314'
 MB2314'STATION MARKS, STAMPED---54-010-1 1977---, ARE PORTAGE COUNTY
 MB2314'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2314'CYLINDRICAL CONCRETE POST THAT IS 14 INCHES BELOW THE
 MB2314'GROUND SURFACE.  IT IS 84.8 FEET SOUTH OF THE SOUTHWEST CORNER
 MB2314'OF A SMALL ONE STORY HOUSE, 75.7 FEET SOUTHWEST OF A 12-INCH
 MB2314'CHERRY TREE, 75.6 FEET SOUTHEAST OF A CORNER FENCE POST, 65.0
 MB2314'FEET SOUTH OF AN 8-INCH MAPLE TREE, 44.9 FEET EAST OF THE
 MB2314'CENTERLINE OF SHANK ROAD, AND 16.9 FEET EAST OF A BURIED CABLE
 MB2314'MARKER.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MB2314'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2314'
 MB2314'AZIMUTH MARK 64 070 1 P CO, STAMPED---64-070-1 1977---,
 MB2314'IS A PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2314'CYLINDRICAL CONCRETE POST THAT IS 14 INCHES BELOW THE
 MB2314'GROUND SURFACE.  IT IS 154.8 FEET SOUTHEAST OF A 24-INCH MAPLE
 MB2314'TREE, 79.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 1-1/2
 MB2314'STORY HOUSE, 79.6 FEET WEST OF A 24-INCH MAPLE TREE, 75.5 FEET
 MB2314'NORTH OF A 30-INCH MAPLE TREE, 50.9 FEET NORTH-NORTHWEST OF
 MB2314'POWER POLE NUMBER 51 AF4/7, AND 19.5 FEET NORTH OF THE
 MB2314'CENTERLINE OF STATE ROUTE 82.
 MB2314'
 MB2314'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2314'LIGHT ABOVE STATION MARK WAS 2.3 METERS.
 MB2314'STATION 54 010 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2314'
 MB2314'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2160 ***********************************************************************
 MB2160  DESIGNATION -  54 010 2
 MB2160  PID         -  MB2160
 MB2160  STATE/COUNTY-  OH/TRUMBULL
 MB2160  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2160
 MB2160                         *CURRENT SURVEY CONTROL
 MB2160  ___________________________________________________________________
 MB2160* NAD 83(1995)-  41 15 10.01118(N)    081 00 09.84505(W)     ADJUSTED  
 MB2160* NAVD 88     -       283.0    (meters)     928.     (feet)  VERTCON   
 MB2160  ___________________________________________________________________
 MB2160  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 MB2160  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB2160
 MB2160  HORZ ORDER  -  SECOND
 MB2160
 MB2160.The horizontal coordinates were established by classical geodetic methods
 MB2160.and adjusted by the National Geodetic Survey in April 1998..
 MB2160
 MB2160.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2160
 MB2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2160
 MB2160.The geoid height was determined by GEOID03.
 MB2160
 MB2160;                    North         East     Units Scale Factor Converg.
 MB2160;SPC OH N     -   177,209.434   725,477.032   MT  0.99994434   +0 59 01.1
 MB2160;UTM  17      - 4,566,818.759   499,770.885   MT  0.99960000   -0 00 06.5
 MB2160
 MB2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2160!SPC OH N     -   0.99996090  x   0.99994434  =   0.99990524
 MB2160!UTM  17      -   0.99996090  x   0.99960000  =   0.99956092
 MB2160
 MB2160|---------------------------------------------------------------------|
 MB2160| PID    Reference Object                     Distance      Geod. Az  |
 MB2160|                                                           dddmmss.s |
 MB2160| MB2314 54 010 1 P CO                       319.029 METERS 17743     |
 MB2160| MB2161 54 010 3                            APPROX. 0.9 KM 3595036.9 |
 MB2160|---------------------------------------------------------------------|
 MB2160
 MB2160                          SUPERSEDED SURVEY CONTROL
 MB2160
 MB2160  NAD 83(1986)-  41 15 10.01757(N)    081 00 09.84320(W) AD(       ) 2
 MB2160  NAD 27      -  41 15 09.81609(N)    081 00 10.51028(W) AD(       ) 2
 MB2160  NGVD 29 (07/19/86)  283.2    (m)          929.     (f) VERT ANG       
 MB2160
 MB2160.Superseded values are not recommended for survey control.
 MB2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2160.See file dsdata.txt to determine how the superseded data were derived.
 MB2160
 MB2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9977166819(NAD 83)
 MB2160_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2160_STAMPING: 54-010-2 1977
 MB2160_MARK LOGO: OH-133
 MB2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2160+STABILITY: SURFACE MOTION
 MB2160
 MB2160  HISTORY     - Date     Condition        Report By
 MB2160  HISTORY     - 1977     MONUMENTED       OH-133
 MB2160  HISTORY     - 19940603 MARK NOT FOUND   OHDT
 MB2160  HISTORY     - 19970917 GOOD             USPSQD
 MB2160
 MB2160                          STATION DESCRIPTION
 MB2160
 MB2160'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2160'THE STATION IS ABOUT 6-3/4 MILES NORTHEAST OF PARIS, 4-3/4
 MB2160'MILES SOUTHEAST OF NELSON, 2-3/4 MILES NORTHWEST OF
 MB2160'WINDHAM,
 MB2160'AND
 MB2160'ON RIGHT-OF-WAY OF SHANK ROAD, TOWNSHIP HIGHWAY 308.
 MB2160'
 MB2160'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 303
 MB2160'AND PARKMAN ROAD, IN WINDHAM,
 MB2160'GO NORTH ON PARKMAN ROAD FOR 1.65 MILES TO
 MB2160'THE INTERSECTION OF STATE ROUTE 82.  TURN RIGHT ON STATE ROUTE
 MB2160'82 AND GO SOUTHEASTERLY FOR 2.7 MILES TO THE
 MB2160'INTERSECTION OF SHANK ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 MB2160'FOR 0.4 MILE ON SHANK ROAD TO THE STATION ON THE RIGHT.
 MB2160'
 MB2160'STATION MARK, STAMPED---54-010-2 1977---, IS A PORTAGE COUNTY
 MB2160'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2160'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 168.3 FEET
 MB2160'NORTH OF POWER POLE NUMBER 51AEZ/3, 148.5 FEET NORTHWEST OF
 MB2160'THE SOUTHWEST CORNER OF A LARGE BARN, 42.7 FEET NORTHWEST OF A
 MB2160'SOUTHWEST CORNER FENCE POST, AND 13.8 FEET EAST OF THE
 MB2160'CENTERLINE OF SHANK ROAD.
 MB2160'
 MB2160'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2160'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2160'STATIONS 54 010 3 P CO AND
 MB2160'54 010 1 P CO CAN BE USED AS AZIMUTH MARKS.
 MB2160'
 MB2160'DESCRIBED BY F.J. PINTER.
 MB2160
 MB2160                          STATION RECOVERY (1994)
 MB2160
 MB2160'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (JM)
 MB2160'MARK NOT FOUND.
 MB2160
 MB2160                          STATION RECOVERY (1997)
 MB2160
 MB2160'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2161 ***********************************************************************
 MB2161  DESIGNATION -  54 010 3
 MB2161  PID         -  MB2161
 MB2161  STATE/COUNTY-  OH/TRUMBULL
 MB2161  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2161
 MB2161                         *CURRENT SURVEY CONTROL
 MB2161  ___________________________________________________________________
 MB2161* NAD 83(1995)-  41 15 38.50925(N)    081 00 09.94816(W)     ADJUSTED  
 MB2161* NAVD 88     -       287.9    (meters)     945.     (feet)  VERTCON   
 MB2161  ___________________________________________________________________
 MB2161  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 MB2161  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB2161
 MB2161  HORZ ORDER  -  SECOND
 MB2161
 MB2161.The horizontal coordinates were established by classical geodetic methods
 MB2161.and adjusted by the National Geodetic Survey in April 1998..
 MB2161
 MB2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2161
 MB2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2161
 MB2161.The geoid height was determined by GEOID03.
 MB2161
 MB2161;                    North         East     Units Scale Factor Converg.
 MB2161;SPC OH N     -   178,088.371   725,459.541   MT  0.99994480   +0 59 01.0
 MB2161;UTM  17      - 4,567,697.564   499,768.514   MT  0.99960000   -0 00 06.6
 MB2161
 MB2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2161!SPC OH N     -   0.99996013  x   0.99994480  =   0.99990493
 MB2161!UTM  17      -   0.99996013  x   0.99960000  =   0.99956015
 MB2161
 MB2161:                Primary Azimuth Mark                     Grid Az
 MB2161:SPC OH N     -  64 100 1 P CO                            357 37 21.4
 MB2161:UTM  17      -  64 100 1 P CO                            358 36 29.0
 MB2161
 MB2161|---------------------------------------------------------------------|
 MB2161| PID    Reference Object                     Distance      Geod. Az  |
 MB2161|                                                           dddmmss.s |
 MB2161| MB2164 64 100 1 P CO                       APPROX. 0.6 KM 3583622.4 |
 MB2161|---------------------------------------------------------------------|
 MB2161
 MB2161                          SUPERSEDED SURVEY CONTROL
 MB2161
 MB2161  NAD 83(1986)-  41 15 38.51566(N)    081 00 09.94609(W) AD(       ) 2
 MB2161  NAD 27      -  41 15 38.31444(N)    081 00 10.61302(W) AD(       ) 2
 MB2161  NGVD 29 (07/19/86)  288.1    (m)          945.     (f) VERT ANG       
 MB2161
 MB2161.Superseded values are not recommended for survey control.
 MB2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2161.See file dsdata.txt to determine how the superseded data were derived.
 MB2161
 MB2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9976967698(NAD 83)
 MB2161_MARKER: DB = BENCH MARK DISK
 MB2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2161_STAMPING: 54-010-3 1977
 MB2161_MARK LOGO: OH-133
 MB2161_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2161+STABILITY: SURFACE MOTION
 MB2161
 MB2161  HISTORY     - Date     Condition        Report By
 MB2161  HISTORY     - 1977     MONUMENTED       OH-133
 MB2161  HISTORY     - 19940603 GOOD             OHDT
 MB2161  HISTORY     - 19970917 GOOD             USPSQD
 MB2161
 MB2161                          STATION DESCRIPTION
 MB2161
 MB2161'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2161'THE STATION IS ABOUT 5-1/4 MILES EAST OF GARRETTSVILLE, 4-1/2
 MB2161'MILES SOUTHEAST OF NELSON, 3-1/4 MILES NORTHEAST OF
 MB2161'WINDHAM, AND ON THE RIGHT-OF-WAY OF SHANK ROAD, TOWNSHIP
 MB2161'HIGHWAY 308.
 MB2161'
 MB2161'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 303
 MB2161'AND PARKMAN ROAD, COUNTY HIGHWAY 299, IN WINDHAM, GO
 MB2161'NORTH ON PARKMAN ROAD FOR 1.7 MILES TO THE INTERSECTION OF
 MB2161'STATE ROUTE 82.  TURN RIGHT AND GO EAST ON STATE ROUTE 82 FOR
 MB2161'2.55 MILES TO THE EAST PORTAGE COUNTYLINE AND THE
 MB2161'INTERSECTION OF SHANK ROAD.  TURN LEFT AND GO NORTH ON SHANK
 MB2161'ROAD FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 MB2161'
 MB2161'STATION MARK, STAMPED---54-010-3 1977---, IS A PORTAGE COUNTY
 MB2161'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2161'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 328.6 FEET
 MB2161'NORTH OF POWER POLE NUMBER 50A6/6, 325.8 FEET SOUTH OF POWER
 MB2161'POLE NUMBER 50A6/4, 16.3 FEET EAST OF THE CENTERLINE OF SHANK
 MB2161'ROAD, AND 3.7 FEET SOUTHWEST OF POWER POLE NUMBER 50A6/5.
 MB2161'
 MB2161'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2161'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2161'STATIONS 64 100 1 P CO AND 54 010 2 P CO CAN BE USED AS
 MB2161'AZIMUTH MARKS.
 MB2161'
 MB2161'DESCRIBED BY F.J. PINTER.
 MB2161
 MB2161                          STATION RECOVERY (1994)
 MB2161
 MB2161'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (JM)
 MB2161'RECOVERED IN GOOD CONDITION.
 MB2161
 MB2161                          STATION RECOVERY (1997)
 MB2161
 MB2161'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1365 ***********************************************************************
 MB1365  DESIGNATION -  54 ER
 MB1365  PID         -  MB1365
 MB1365  STATE/COUNTY-  OH/SUMMIT
 MB1365  USGS QUAD   -  AKRON WEST (1994)
 MB1365
 MB1365                         *CURRENT SURVEY CONTROL
 MB1365  ___________________________________________________________________
 MB1365* NAD 83(1986)-  41 06 49.     (N)    081 34 43.     (W)     SCALED    
 MB1365* NAVD 88     -       301.830  (meters)     990.25   (feet)  ADJUSTED  
 MB1365  ___________________________________________________________________
 MB1365  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB1365  DYNAMIC HT  -         301.699 (meters)     989.82  (feet)  COMP
 MB1365  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 MB1365
 MB1365  VERT ORDER  -  FIRST     CLASS II
 MB1365
 MB1365.The horizontal coordinates were scaled from a topographic map and have
 MB1365.an estimated accuracy of +/- 6 seconds.
 MB1365
 MB1365.The orthometric height was determined by differential leveling
 MB1365.and adjusted by the National Geodetic Survey in June 1991..
 MB1365
 MB1365.The geoid height was determined by GEOID03.
 MB1365
 MB1365.The dynamic height is computed by dividing the NAVD 88
 MB1365.geopotential number by the normal gravity value computed on the
 MB1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1365.degrees latitude (g = 980.6199 gals.).
 MB1365
 MB1365.The modeled gravity was interpolated from observed gravity values.
 MB1365
 MB1365;                    North         East    Units  Estimated Accuracy
 MB1365;SPC OH N     -   161,090.      677,380.      MT  (+/- 180 meters Scaled)
 MB1365
 MB1365                          SUPERSEDED SURVEY CONTROL
 MB1365
 MB1365  NGVD 29 (??/??/92)  302.029  (m)          990.91   (f) ADJ UNCH    1 2
 MB1365
 MB1365.Superseded values are not recommended for survey control.
 MB1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1365.See file dsdata.txt to determine how the superseded data were derived.
 MB1365
 MB1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF514515(NAD 83)
 MB1365_MARKER: DD = SURVEY DISK
 MB1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1365_STAMPING: 991 TT 54 ER 1952
 MB1365_MARK LOGO: USGS  
 MB1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1365+STABILITY: SURFACE MOTION
 MB1365
 MB1365  HISTORY     - Date     Condition        Report By
 MB1365  HISTORY     - 1952     MONUMENTED       USGS
 MB1365  HISTORY     - 1963     GOOD             CGS
 MB1365  HISTORY     - 20060216 MARK NOT FOUND   GEOCAC
 MB1365
 MB1365                          STATION DESCRIPTION
 MB1365
 MB1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1365'AT AKRON.
 MB1365'AT AKRON, IN THE WESTERN PART OF THE CITY, ALONG WEST MARKET
 MB1365'STREET, NEAR THE INTERSECTION OF WEST MARKET STREET AND NORTH
 MB1365'PERSHING STREET, 3.2 FEET NORTHEAST OF THE NORTHEAST CURB OF WEST
 MB1365'MARKET STREET, 62 FEET NORTHWEST OF THE NORTHWEST CURB OF NORTH
 MB1365'PERSHING STREET, 2 1/2 FEET NORTHWEST OF POWER LINE POLE NO.
 MB1365'19179, 2.4 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A CONCRETE
 MB1365'SIDEWALK, 1/2 FOOT ABOVE THE LEVEL OF WEST MARKET STREET AND
 MB1365'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 MB1365'LEVEL OF THE GROUND.
 MB1365
 MB1365                          STATION RECOVERY (2006)
 MB1365
 MB1365'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0972 ***********************************************************************
 KY0972  DESIGNATION -  54 RHP
 KY0972  PID         -  KY0972
 KY0972  STATE/COUNTY-  OH/WAYNE
 KY0972  USGS QUAD   -  DOYLESTOWN (1994)
 KY0972
 KY0972                         *CURRENT SURVEY CONTROL
 KY0972  ___________________________________________________________________
 KY0972* NAD 83(1986)-  40 54 08.     (N)    081 42 20.     (W)     SCALED    
 KY0972* NAVD 88     -       325.645  (meters)    1068.39   (feet)  ADJUSTED  
 KY0972  ___________________________________________________________________
 KY0972  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KY0972  DYNAMIC HT  -         325.502 (meters)    1067.92  (feet)  COMP
 KY0972  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 KY0972
 KY0972  VERT ORDER  -  SECOND    CLASS 0
 KY0972
 KY0972.The horizontal coordinates were scaled from a topographic map and have
 KY0972.an estimated accuracy of +/- 6 seconds.
 KY0972
 KY0972.The orthometric height was determined by differential leveling
 KY0972.and adjusted by the National Geodetic Survey in June 1991..
 KY0972
 KY0972.The geoid height was determined by GEOID03.
 KY0972
 KY0972.The dynamic height is computed by dividing the NAVD 88
 KY0972.geopotential number by the normal gravity value computed on the
 KY0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0972.degrees latitude (g = 980.6199 gals.).
 KY0972
 KY0972.The modeled gravity was interpolated from observed gravity values.
 KY0972
 KY0972;                    North         East    Units  Estimated Accuracy
 KY0972;SPC OH N     -   137,510.      666,940.      MT  (+/- 180 meters Scaled)
 KY0972
 KY0972                          SUPERSEDED SURVEY CONTROL
 KY0972
 KY0972  NGVD 29 (??/??/92)  325.879  (m)         1069.15   (f) ADJ UNCH    2 0
 KY0972
 KY0972.Superseded values are not recommended for survey control.
 KY0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0972.See file dsdata.txt to determine how the superseded data were derived.
 KY0972
 KY0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF405281(NAD 83)
 KY0972_MARKER: DD = SURVEY DISK
 KY0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0972_SP_SET: CULVERT
 KY0972_STAMPING: 1069 54 RHP 1956
 KY0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0972
 KY0972  HISTORY     - Date     Condition        Report By
 KY0972  HISTORY     - 1956     MONUMENTED       USGS
 KY0972  HISTORY     - 1959     GOOD             NGS
 KY0972  HISTORY     - 19991030 POOR             USPSQD
 KY0972
 KY0972                          STATION DESCRIPTION
 KY0972
 KY0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY0972'1.5 MI E FROM MARSHALLVILLE.
 KY0972'ABOUT 1.5 MILES EAST ALONG COUNTY ROAD 27 FROM THE INTERSECTION
 KY0972'OF STATE HIGHWAY 548 AT MARSHALLVILLE, AT THE JUNCTION OF ROAD 95
 KY0972'LEADING SOUTH, 17 FEET SOUTH OF THE CENTER LINE OF ROAD 27, 19
 KY0972'FEET EAST OF THE CENTER LINE OF ROAD 95, IN TOP AND CENTER PART
 KY0972'OF AN ANGLE SHAPED CONCRETE HEAD WALL FOR A PIPE CULVERT UNDER
 KY0972'ROAD 95, AND ABOUT LEVEL WITH ROAD 95.
 KY0972
 KY0972                          STATION RECOVERY (1999)
 KY0972
 KY0972'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY0972'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1570 ***********************************************************************
 MB1570  DESIGNATION -  541
 MB1570  PID         -  MB1570
 MB1570  STATE/COUNTY-  OH/CUYAHOGA
 MB1570  USGS QUAD   -  EAST CLEVELAND (1994)
 MB1570
 MB1570                         *CURRENT SURVEY CONTROL
 MB1570  ___________________________________________________________________
 MB1570* NAD 83(1986)-  41 32 54.     (N)    081 36 55.     (W)     SCALED    
 MB1570* NAVD 88     -       188.360  (meters)     617.98   (feet)  ADJUSTED  
 MB1570  ___________________________________________________________________
 MB1570  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 MB1570  DYNAMIC HT  -         188.287 (meters)     617.74  (feet)  COMP
 MB1570  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 MB1570
 MB1570  VERT ORDER  -  FIRST     CLASS II
 MB1570
 MB1570.The horizontal coordinates were scaled from a topographic map and have
 MB1570.an estimated accuracy of +/- 6 seconds.
 MB1570
 MB1570.The orthometric height was determined by differential leveling
 MB1570.and adjusted by the National Geodetic Survey in June 1991..
 MB1570
 MB1570.The geoid height was determined by GEOID03.
 MB1570
 MB1570.The dynamic height is computed by dividing the NAVD 88
 MB1570.geopotential number by the normal gravity value computed on the
 MB1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1570.degrees latitude (g = 980.6199 gals.).
 MB1570
 MB1570.The modeled gravity was interpolated from observed gravity values.
 MB1570
 MB1570;                    North         East    Units  Estimated Accuracy
 MB1570;SPC OH N     -   209,330.      673,810.      MT  (+/- 180 meters Scaled)
 MB1570
 MB1570                          SUPERSEDED SURVEY CONTROL
 MB1570
 MB1570  NGVD 29 (06/03/92)  188.591  (m)          618.74   (f) ADJUSTED    1 2
 MB1570
 MB1570.Superseded values are not recommended for survey control.
 MB1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1570.See file dsdata.txt to determine how the superseded data were derived.
 MB1570
 MB1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF486998(NAD 83)
 MB1570_MARKER: DD = SURVEY DISK
 MB1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1570_SP_SET: CONCRETE POST
 MB1570_STAMPING: 541
 MB1570_MARK LOGO: CRGS  
 MB1570_PROJECTION: RECESSED 17 CENTIMETERS
 MB1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1570+STABILITY: SURFACE MOTION
 MB1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1570+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1989
 MB1570
 MB1570  HISTORY     - Date     Condition        Report By
 MB1570  HISTORY     - UNK      MONUMENTED       CRGS
 MB1570  HISTORY     - 1981     GOOD             NGS
 MB1570  HISTORY     - 19891005 GOOD             NGS
 MB1570  HISTORY     - 20040920 MARK NOT FOUND   OHDT
 MB1570
 MB1570                          STATION DESCRIPTION
 MB1570
 MB1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1570'IN CLEVELAND.
 MB1570'IN CLEVELAND, AT THE NORTHEAST ANGLE OF THE JUNCTION OF BRATENAHL ROAD
 MB1570'AND LAKE SHORE BOULEVARD, 8.23 METERS (27.0 FEET) NORTH OF THE CENTER
 MB1570'LINE OF LAKE SHORE BOULEVARD, 9.76 METERS (32.0 FEET) EAST OF THE
 MB1570'CENTER OF THE ROAD, 1.0 METER (3.3 FEET) SOUTH-SOUTHWEST OF A POWER
 MB1570'POLE WITH A STREET LAMP.  NOTE--THE METAL PLATE IS MISSING AT THIS
 MB1570'TIME.
 MB1570
 MB1570                          STATION RECOVERY (1989)
 MB1570
 MB1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1570'IN CLEVELAND, AT THE NORTHEAST ANGLE OF THE JUNCTION OF BRATENAHL
 MB1570'ROAD AND LAKE SHORE BOULEVARD, 8.23 METERS (27.0 FEET) NORTH OF THE
 MB1570'CENTER LINE OF LAKE SHORE BOULEVARD, 9.76 METERS (32.0 FEET) EAST OF
 MB1570'THE CENTER OF THE ROAD, 1.0 METER (3.3 FEET) SOUTH-SOUTHWEST OF POWER
 MB1570'POLE NUMBER 539242 WITH A STREET LAMP.  A DISK SET IN TOP OF A
 MB1570'CONCRETE POST RECESSED INSIDE A ROUND CAST IRON BOX WITH NO COVER.
 MB1570
 MB1570                          STATION RECOVERY (2004)
 MB1570
 MB1570'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1570'NEW CONCRETE SIDEWALK WORK IN AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1376 ***********************************************************************
 HY1376  DESIGNATION -  544 I
 HY1376  PID         -  HY1376
 HY1376  STATE/COUNTY-  OH/LAWRENCE
 HY1376  USGS QUAD   -  IRONTON (1987)
 HY1376
 HY1376                         *CURRENT SURVEY CONTROL
 HY1376  ___________________________________________________________________
 HY1376* NAD 83(1986)-  38 32 14.     (N)    082 41 08.     (W)     SCALED    
 HY1376* NAVD 88     -       166.249  (meters)     545.44   (feet)  ADJUSTED  
 HY1376  ___________________________________________________________________
 HY1376  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HY1376  DYNAMIC HT  -         166.141 (meters)     545.08  (feet)  COMP
 HY1376  MODELED GRAV-     979,973.7   (mgal)                       NAVD 88
 HY1376
 HY1376  VERT ORDER  -  SECOND    CLASS 0
 HY1376
 HY1376.The horizontal coordinates were scaled from a topographic map and have
 HY1376.an estimated accuracy of +/- 6 seconds.
 HY1376
 HY1376.The orthometric height was determined by differential leveling
 HY1376.and adjusted by the National Geodetic Survey in June 1991..
 HY1376
 HY1376.The geoid height was determined by GEOID03.
 HY1376
 HY1376.The dynamic height is computed by dividing the NAVD 88
 HY1376.geopotential number by the normal gravity value computed on the
 HY1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1376.degrees latitude (g = 980.6199 gals.).
 HY1376
 HY1376.The modeled gravity was interpolated from observed gravity values.
 HY1376
 HY1376;                    North         East    Units  Estimated Accuracy
 HY1376;SPC OH S     -    59,660.      583,820.      MT  (+/- 180 meters Scaled)
 HY1376
 HY1376                          SUPERSEDED SURVEY CONTROL
 HY1376
 HY1376  NGVD 29 (??/??/92)  166.436  (m)          546.05   (f) ADJ UNCH    2 0
 HY1376
 HY1376.Superseded values are not recommended for survey control.
 HY1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1376.See file dsdata.txt to determine how the superseded data were derived.
 HY1376
 HY1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC530667(NAD 83)
 HY1376_MARKER: DD = SURVEY DISK
 HY1376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1376_SP_SET: BUILDING
 HY1376_STAMPING: 544 I
 HY1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY1376+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2002
 HY1376
 HY1376  HISTORY     - Date     Condition        Report By
 HY1376  HISTORY     - UNK      MONUMENTED       USGS
 HY1376  HISTORY     - 1958     GOOD             NGS
 HY1376  HISTORY     - 20020310 GOOD             INDIV
 HY1376
 HY1376                          STATION DESCRIPTION
 HY1376
 HY1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1376'AT IRONTON.
 HY1376'AT IRONTON, AT THE CROSSING OF FOURTH STREET AND RAILROAD STREET,
 HY1376'SET VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTH CORNER OF THE
 HY1376'MEMORIAL HALL, 1 FOOT NORTHWEST OF THE SOUTH CORNER OF THE
 HY1376'HALL, 2 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK, ABOUT 3 FEET
 HY1376'ABOVE THE LEVEL OF FOURTH STREET.
 HY1376
 HY1376                          STATION RECOVERY (2002)
 HY1376
 HY1376'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MH)
 HY1376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1572 ***********************************************************************
 MB1572  DESIGNATION -  548
 MB1572  PID         -  MB1572
 MB1572  STATE/COUNTY-  OH/CUYAHOGA
 MB1572  USGS QUAD   -  EAST CLEVELAND (1994)
 MB1572
 MB1572                         *CURRENT SURVEY CONTROL
 MB1572  ___________________________________________________________________
 MB1572* NAD 83(1986)-  41 33 24.     (N)    081 36 03.     (W)     SCALED    
 MB1572* NAVD 88     -       182.252  (meters)     597.94   (feet)  ADJUSTED  
 MB1572  ___________________________________________________________________
 MB1572  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 MB1572  DYNAMIC HT  -         182.181 (meters)     597.71  (feet)  COMP
 MB1572  MODELED GRAV-     980,229.6   (mgal)                       NAVD 88
 MB1572
 MB1572  VERT ORDER  -  FIRST     CLASS II
 MB1572
 MB1572.The horizontal coordinates were scaled from a topographic map and have
 MB1572.an estimated accuracy of +/- 6 seconds.
 MB1572
 MB1572.The orthometric height was determined by differential leveling
 MB1572.and adjusted by the National Geodetic Survey in June 1991..
 MB1572
 MB1572.The geoid height was determined by GEOID03.
 MB1572
 MB1572.The dynamic height is computed by dividing the NAVD 88
 MB1572.geopotential number by the normal gravity value computed on the
 MB1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1572.degrees latitude (g = 980.6199 gals.).
 MB1572
 MB1572.The modeled gravity was interpolated from observed gravity values.
 MB1572
 MB1572;                    North         East    Units  Estimated Accuracy
 MB1572;SPC OH N     -   210,270.      675,010.      MT  (+/- 180 meters Scaled)
 MB1572
 MB1572                          SUPERSEDED SURVEY CONTROL
 MB1572
 MB1572  NGVD 29 (06/03/92)  182.483  (m)          598.70   (f) ADJUSTED    1 2
 MB1572
 MB1572.Superseded values are not recommended for survey control.
 MB1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1572.See file dsdata.txt to determine how the superseded data were derived.
 MB1572
 MB1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG498007(NAD 83)
 MB1572_MARKER: DD = SURVEY DISK
 MB1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1572_SP_SET: CONCRETE POST
 MB1572_STAMPING: 548
 MB1572_MARK LOGO: CRGS  
 MB1572_PROJECTION: RECESSED 12 CENTIMETERS
 MB1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1572+STABILITY: SURFACE MOTION
 MB1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1572+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1572
 MB1572  HISTORY     - Date     Condition        Report By
 MB1572  HISTORY     - UNK      MONUMENTED       CRGS
 MB1572  HISTORY     - 1981     GOOD             NGS
 MB1572  HISTORY     - 19891005 GOOD             NGS
 MB1572  HISTORY     - 20040920 GOOD             OHDT
 MB1572
 MB1572                          STATION DESCRIPTION
 MB1572
 MB1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1572'IN CLEVELAND.
 MB1572'THE MARK IS 0.12 M BELOW GROUND SURFACE.
 MB1572'IN CLEVELAND, AT THE SOUTHEAST ANGLE OF THE INTERSECTION OF LAKE SHORE
 MB1572'BOULEVARD AND COIT ROAD, BETWEEN THE ASPHALT SIDEWALK AND CURB,
 MB1572'12.5 METERS (41.0 FEET) SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD,
 MB1572'6.1 METERS (20.0 FEET) NORTHEAST OF THE CENTER OF THE ROAD, 5.8 METERS
 MB1572'(19.0 FEET) SOUTH OF A POWER POLE WITH A TRAFFIC LIGHT.  NOTE--ACCESS
 MB1572'TO MARK IS THROUGH A 9-INCH ROUND IRON PLATE MARKED (MON).
 MB1572
 MB1572                          STATION RECOVERY (1989)
 MB1572
 MB1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1572'IN CLEVELAND, AT THE SOUTHEAST ANGLE OF AN INTERSECTION WITH A
 MB1572'TRAFFIC LIGHT AT LAKE SHORE BOULEVARD AND COIT ROAD, BETWEEN THE
 MB1572'SIDEWALK AND CURB, 12.5 METERS (41.0 FEET) SOUTHEAST OF THE CENTER
 MB1572'LINE OF THE BOULEVARD, 6.1 METERS (20.0 FEET) NORTHEAST OF THE CENTER
 MB1572'OF THE ROAD, 5.8 METERS (19.0 FEET) SOUTH OF POWER POLE NUMBER 29369
 MB1572'WITH A TRAFFIC LIGHT, AND 0.80 M (2.6 FT) SOUTHWEST OF THE SOUTHWEST
 MB1572'EDGE OF THE SIDEWALK.  THE DISK IS SET IN TOP OF A CONCRETE POST
 MB1572'RECESSED 12 CM INSIDE A 9-INCH ROUND IRON BOX WITH A COVER MARKED
 MB1572'MON.
 MB1572
 MB1572                          STATION RECOVERY (2004)
 MB1572
 MB1572'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1097 ***********************************************************************
 HY1097  DESIGNATION -  548
 HY1097  PID         -  HY1097
 HY1097  STATE/COUNTY-  OH/SCIOTO
 HY1097  USGS QUAD   -  NEW BOSTON (1975)
 HY1097
 HY1097                         *CURRENT SURVEY CONTROL
 HY1097  ___________________________________________________________________
 HY1097* NAD 83(1986)-  38 45 38.     (N)    082 53 27.     (W)     SCALED    
 HY1097* NAVD 88     -       166.809  (meters)     547.27   (feet)  ADJUSTED  
 HY1097  ___________________________________________________________________
 HY1097  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HY1097  DYNAMIC HT  -         166.704 (meters)     546.93  (feet)  COMP
 HY1097  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 HY1097
 HY1097  VERT ORDER  -  SECOND    CLASS 0
 HY1097
 HY1097.The horizontal coordinates were scaled from a topographic map and have
 HY1097.an estimated accuracy of +/- 6 seconds.
 HY1097
 HY1097.The orthometric height was determined by differential leveling
 HY1097.and adjusted by the National Geodetic Survey in June 1991..
 HY1097.WARNING-Repeat measurements at this control monument indicate possible
 HY1097.vertical movement.
 HY1097
 HY1097.The geoid height was determined by GEOID03.
 HY1097
 HY1097.The dynamic height is computed by dividing the NAVD 88
 HY1097.geopotential number by the normal gravity value computed on the
 HY1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1097.degrees latitude (g = 980.6199 gals.).
 HY1097
 HY1097.The modeled gravity was interpolated from observed gravity values.
 HY1097
 HY1097;                    North         East    Units  Estimated Accuracy
 HY1097;SPC OH S     -    84,510.      566,030.      MT  (+/- 180 meters Scaled)
 HY1097
 HY1097                          SUPERSEDED SURVEY CONTROL
 HY1097
 HY1097  NGVD 29 (??/??/92)  166.99   (m)          547.9    (f) COMPUTED    2 0
 HY1097
 HY1097.Superseded values are not recommended for survey control.
 HY1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1097.See file dsdata.txt to determine how the superseded data were derived.
 HY1097
 HY1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC357919(NAD 83)
 HY1097_MARKER: P = PIPE CAP
 HY1097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1097_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1097_STAMPING: OHIO 548
 HY1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1097
 HY1097  HISTORY     - Date     Condition        Report By
 HY1097  HISTORY     - UNK      MONUMENTED       USGS
 HY1097  HISTORY     - 1958     MARK NOT FOUND   NGS
 HY1097
 HY1097                          STATION DESCRIPTION
 HY1097
 HY1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1097'AT SCIOTOVILLE.
 HY1097'AT SCIOTOVILLE, SCIOTO COUNTY, 115 YARDS NORTH OF THE NORTH END
 HY1097'OF THE BALTIMORE AND OHIO RAILROAD STATION, AT THE CROSSING OF
 HY1097'BLOOM STREET, 55 YARDS SOUTH OF THE CENTERLINE OF BLOOM STREET,
 HY1097'21 FEET WEST OF THE WEST RAIL, 48 FEET SOUTHWEST OF THE SOUTHWEST
 HY1097'CORNER OF THE R.E. COOK PLUMBING SHOP, 15 FEET SOUTH OF THE
 HY1097'CENTERLINE OF A CINDER ALLEY, 6 FEET WEST OF A POLE, AND ABOUT
 HY1097'3 FEET ABOVE THE LEVEL OF THE TRACK.  A UNITED STATES GEOLOGICAL
 HY1097'SURVEY STANDARD CAP, STAMPED OHIO 548 AND RIVETED ON THE TOP OF
 HY1097'A 3-1/2 INCH IRON PIPE.  NOTE-- DIRT HAS BEEN FILLED IN AT THIS
 HY1097'SPOT, ABOUT 1-TON OF DIRT WAS DUG UP IN TRYING TO RECOVER THE MARK,
 HY1097'ABOUT 1 HOUR SPENT IN THE SEARCH FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0362 ***********************************************************************
 JZ0362  DESIGNATION -  55
 JZ0362  PID         -  JZ0362
 JZ0362  STATE/COUNTY-  OH/HAMILTON
 JZ0362  USGS QUAD   -  NEWPORT (1987)
 JZ0362
 JZ0362                         *CURRENT SURVEY CONTROL
 JZ0362  ___________________________________________________________________
 JZ0362* NAD 83(1986)-  39 06 30.     (N)    084 25 55.     (W)     SCALED    
 JZ0362* NAVD 88     -       159.018  (meters)     521.71   (feet)  ADJUSTED  
 JZ0362  ___________________________________________________________________
 JZ0362  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0362  DYNAMIC HT  -         158.919 (meters)     521.39  (feet)  COMP
 JZ0362  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JZ0362
 JZ0362  VERT ORDER  -  FIRST     CLASS II
 JZ0362
 JZ0362.The horizontal coordinates were scaled from a topographic map and have
 JZ0362.an estimated accuracy of +/- 6 seconds.
 JZ0362
 JZ0362.The orthometric height was determined by differential leveling
 JZ0362.and adjusted by the National Geodetic Survey in June 1991..
 JZ0362.WARNING-Repeat measurements at this control monument indicate possible
 JZ0362.vertical movement.
 JZ0362
 JZ0362.The geoid height was determined by GEOID03.
 JZ0362
 JZ0362.The dynamic height is computed by dividing the NAVD 88
 JZ0362.geopotential number by the normal gravity value computed on the
 JZ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0362.degrees latitude (g = 980.6199 gals.).
 JZ0362
 JZ0362.The modeled gravity was interpolated from observed gravity values.
 JZ0362
 JZ0362;                    North         East    Units  Estimated Accuracy
 JZ0362;SPC OH S     -   124,830.      432,920.      MT  (+/- 180 meters Scaled)
 JZ0362
 JZ0362                          SUPERSEDED SURVEY CONTROL
 JZ0362
 JZ0362  NGVD 29 (??/??/92)  159.197  (m)          522.30   (f) ADJ UNCH    1 2
 JZ0362
 JZ0362.Superseded values are not recommended for survey control.
 JZ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0362.See file dsdata.txt to determine how the superseded data were derived.
 JZ0362
 JZ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ220319(NAD 83)
 JZ0362_MARKER: DD = SURVEY DISK
 JZ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0362_STAMPING: 55
 JZ0362_MARK LOGO: OH1610
 JZ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0362+STABILITY: SURFACE MOTION
 JZ0362
 JZ0362  HISTORY     - Date     Condition        Report By
 JZ0362  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0362  HISTORY     - 1949     GOOD             NGS
 JZ0362  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0362  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0362
 JZ0362                          STATION DESCRIPTION
 JZ0362
 JZ0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0362'AT CINCINNATI.
 JZ0362'AT CINCINNATI, AT THE INTERSECTION OF EASTERN AVENUE AND CARREL
 JZ0362'STREET, 8 FEET NORTHEAST OF THE NORTHEAST CURB OF EASTERN AVENUE,
 JZ0362'6 FEET NORTHEAST OF A POWER LINE POLE, 1 FOOT SOUTHWEST OF
 JZ0362'STONE MASONRY RETAINING WALL OF YARD OF HOUSE NO. 4036, IN LINE
 JZ0362'WITH THE SOUTH CURB OF CARREL STREET, ABOUT LEVEL WITH THE
 JZ0362'SIDEWALK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JZ0362'INCHES.
 JZ0362
 JZ0362                          STATION RECOVERY (1961)
 JZ0362
 JZ0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0362'MARK NOT FOUND.
 JZ0362
 JZ0362                          STATION RECOVERY (1984)
 JZ0362
 JZ0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0362'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND,
 JZ0362'CONSIDER DESTROYED.  NOTE--THIS MARK WAS REPORTED NOT RECOVERED BY
 JZ0362'USGS IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2163 ***********************************************************************
 MB2163  DESIGNATION -  55 001 1
 MB2163  PID         -  MB2163
 MB2163  STATE/COUNTY-  OH/TRUMBULL
 MB2163  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2163
 MB2163                         *CURRENT SURVEY CONTROL
 MB2163  ___________________________________________________________________
 MB2163* NAD 83(1995)-  41 17 08.54992(N)    081 00 10.45330(W)     ADJUSTED  
 MB2163* NAVD 88     -       278.3    (meters)     913.     (feet)  VERTCON   
 MB2163  ___________________________________________________________________
 MB2163  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 MB2163  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB2163
 MB2163  HORZ ORDER  -  SECOND
 MB2163
 MB2163.The horizontal coordinates were established by classical geodetic methods
 MB2163.and adjusted by the National Geodetic Survey in April 1998..
 MB2163
 MB2163.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2163
 MB2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2163
 MB2163.The geoid height was determined by GEOID03.
 MB2163
 MB2163;                    North         East     Units Scale Factor Converg.
 MB2163;SPC OH N     -   180,865.343   725,400.108   MT  0.99994636   +0 59 00.7
 MB2163;UTM  17      - 4,570,474.188   499,756.852   MT  0.99960000   -0 00 06.9
 MB2163
 MB2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2163!SPC OH N     -   0.99996164  x   0.99994636  =   0.99990800
 MB2163!UTM  17      -   0.99996164  x   0.99960000  =   0.99956166
 MB2163
 MB2163:                Primary Azimuth Mark                     Grid Az
 MB2163:SPC OH N     -  65 045 1                                 179 31 04.9
 MB2163:UTM  17      -  65 045 1                                 180 30 12.5
 MB2163
 MB2163|---------------------------------------------------------------------|
 MB2163| PID    Reference Object                     Distance      Geod. Az  |
 MB2163|                                                           dddmmss.s |
 MB2163| MB2165 65 045 1                            APPROX. 0.5 KM 1803005.6 |
 MB2163| MB2166 65 046 1                            411.087 METERS 3581206.4 |
 MB2163|---------------------------------------------------------------------|
 MB2163
 MB2163                          SUPERSEDED SURVEY CONTROL
 MB2163
 MB2163  NAD 83(1986)-  41 17 08.55643(N)    081 00 10.45051(W) AD(       ) 2
 MB2163  NAD 27      -  41 17 08.35602(N)    081 00 11.11688(W) AD(       ) 2
 MB2163  NGVD 29 (07/19/86)  278.5    (m)          914.     (f) VERT ANG       
 MB2163
 MB2163.Superseded values are not recommended for survey control.
 MB2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2163.See file dsdata.txt to determine how the superseded data were derived.
 MB2163
 MB2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9975770474(NAD 83)
 MB2163_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2163_STAMPING: 55-001-1 1977
 MB2163_MARK LOGO: OH-133
 MB2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2163+STABILITY: SURFACE MOTION
 MB2163
 MB2163  HISTORY     - Date     Condition        Report By
 MB2163  HISTORY     - 1977     MONUMENTED       OH-133
 MB2163  HISTORY     - 19940603 MARK NOT FOUND   OHDT
 MB2163  HISTORY     - 19970917 GOOD             USPSQD
 MB2163
 MB2163                          STATION DESCRIPTION
 MB2163
 MB2163'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2163'THE STATION IS ABOUT 7-3/4 MILES EAST OF HIRAM, 4-1/4 MILES
 MB2163'NORTHEAST OF WINDHAM, 3-1/4 MILES SOUTHEAST OF NELSON, AND ON
 MB2163'THE RIGHT-OF-WAY OF SHANK ROAD, TOWNSHIP HIGHWAY 308.
 MB2163'
 MB2163'TO REACH THE STATION FROM THE CENTER OF WINDHAM AT THE
 MB2163'INTERSECTION OF STATE ROUTE 303 AND MAIN STREET, PARKMAN
 MB2163'ROAD, COUNTY HIGHWAY 299, GO NORTH ON PARKMAN ROAD FOR 1.7
 MB2163'MILES TO THE INTERSECTION OF STATE ROUTE 82.
 MB2163'TURN RIGHT AND GO SOUTHEAST ON STATE ROUTE 82 FOR 2.6 MILES TO
 MB2163'THE EAST PORTAGE COUNTYLINE AND THE INTERSECTION OF SHANK ROAD.
 MB2163'TURN LEFT ON SHANK ROAD AND GO NORTH FOR
 MB2163'2.4 MILES TO THE STATION ON THE RIGHT.
 MB2163'
 MB2163'STATION MARK, STAMPED---55-001-1 1977---, IS A PORTAGE COUNTY
 MB2163'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2163'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 103.3 FEET
 MB2163'SOUTH OF A 26-INCH MAPLE TREE, 79.8 FEET SOUTHWEST OF POWER
 MB2163'POLE NUMBER 49AE/6, 42.0 FEET SOUTHEAST OF A 8-INCH SYCAMORE
 MB2163'TREE, 26.3 FEET NORTH OF A 30-INCH MAPLE TREE, AND 19.8 FEET
 MB2163'EAST OF THE CENTERLINE OF SHANK ROAD.
 MB2163'
 MB2163'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2163'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2163'STATIONS 65 046 1 P CO AND 65 045 1 P CO CAN BE USED AS AZIMUTH
 MB2163'MARKS.
 MB2163'
 MB2163'DESCRIBED BY C.D. TRONGE
 MB2163
 MB2163                          STATION RECOVERY (1994)
 MB2163
 MB2163'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (JM)
 MB2163'MARK NOT FOUND.
 MB2163
 MB2163                          STATION RECOVERY (1997)
 MB2163
 MB2163'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1354 ***********************************************************************
 MB1354  DESIGNATION -  55 ER
 MB1354  PID         -  MB1354
 MB1354  STATE/COUNTY-  OH/SUMMIT
 MB1354  USGS QUAD   -  PENINSULA (1994)
 MB1354
 MB1354                         *CURRENT SURVEY CONTROL
 MB1354  ___________________________________________________________________
 MB1354* NAD 83(1986)-  41 07 41.     (N)    081 36 35.     (W)     SCALED    
 MB1354* NAVD 88     -       306.259  (meters)    1004.78   (feet)  ADJUSTED  
 MB1354  ___________________________________________________________________
 MB1354  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB1354  DYNAMIC HT  -         306.126 (meters)    1004.35  (feet)  COMP
 MB1354  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 MB1354
 MB1354  VERT ORDER  -  FIRST     CLASS II
 MB1354
 MB1354.The horizontal coordinates were scaled from a topographic map and have
 MB1354.an estimated accuracy of +/- 6 seconds.
 MB1354
 MB1354.The orthometric height was determined by differential leveling
 MB1354.and adjusted by the National Geodetic Survey in June 1991..
 MB1354
 MB1354.The geoid height was determined by GEOID03.
 MB1354
 MB1354.The dynamic height is computed by dividing the NAVD 88
 MB1354.geopotential number by the normal gravity value computed on the
 MB1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1354.degrees latitude (g = 980.6199 gals.).
 MB1354
 MB1354.The modeled gravity was interpolated from observed gravity values.
 MB1354
 MB1354;                    North         East    Units  Estimated Accuracy
 MB1354;SPC OH N     -   162,660.      674,750.      MT  (+/- 180 meters Scaled)
 MB1354
 MB1354                          SUPERSEDED SURVEY CONTROL
 MB1354
 MB1354  NGVD 29 (??/??/92)  306.457  (m)         1005.43   (f) ADJ UNCH    1 2
 MB1354
 MB1354.Superseded values are not recommended for survey control.
 MB1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1354.See file dsdata.txt to determine how the superseded data were derived.
 MB1354
 MB1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF488531(NAD 83)
 MB1354_MARKER: DD = SURVEY DISK
 MB1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1354_STAMPING: 1005 TT 55 ER 1952
 MB1354_MARK LOGO: USGS  
 MB1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1354+STABILITY: SURFACE MOTION
 MB1354
 MB1354  HISTORY     - Date     Condition        Report By
 MB1354  HISTORY     - 1952     MONUMENTED       USGS
 MB1354  HISTORY     - 1963     GOOD             CGS
 MB1354
 MB1354                          STATION DESCRIPTION
 MB1354
 MB1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1354'AT AKRON.
 MB1354'AT AKRON, IN THE WESTERN PART OF THE CITY, ALONG WEST MARKET
 MB1354'STREET, NEAR THE T JUNCTION OF WEST MARKET STREET AND MILLER
 MB1354'STREET LEADING SOUTH, 19 FEET NORTHEAST OF THE NORTHEAST CURB OF
 MB1354'WEST MARKET STREET, 12 FEET SOUTHEAST OF THE EXTENDED CENTER
 MB1354'LINE OF MILLER STREET, 9 FEET NORTHWEST OF POWER LINE POLE NO.
 MB1354'87120, 1 FOOT ABOVE THE LEVEL OF WEST MARKET STREET AND SET IN
 MB1354'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1907 ***********************************************************************
 KY1907  DESIGNATION -  55 RHP
 KY1907  PID         -  KY1907
 KY1907  STATE/COUNTY-  OH/WAYNE
 KY1907  USGS QUAD   -  DALTON (1994)
 KY1907
 KY1907                         *CURRENT SURVEY CONTROL
 KY1907  ___________________________________________________________________
 KY1907* NAD 83(1986)-  40 52 12.     (N)    081 38 56.     (W)     SCALED    
 KY1907* NAVD 88     -       306.751  (meters)    1006.40   (feet)  ADJUSTED  
 KY1907  ___________________________________________________________________
 KY1907  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1907  DYNAMIC HT  -         306.614 (meters)    1005.95  (feet)  COMP
 KY1907  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 KY1907
 KY1907  VERT ORDER  -  SECOND    CLASS 0
 KY1907
 KY1907.The horizontal coordinates were scaled from a topographic map and have
 KY1907.an estimated accuracy of +/- 6 seconds.
 KY1907
 KY1907.The orthometric height was determined by differential leveling
 KY1907.and adjusted by the National Geodetic Survey in June 1991..
 KY1907
 KY1907.The geoid height was determined by GEOID03.
 KY1907
 KY1907.The dynamic height is computed by dividing the NAVD 88
 KY1907.geopotential number by the normal gravity value computed on the
 KY1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1907.degrees latitude (g = 980.6199 gals.).
 KY1907
 KY1907.The modeled gravity was interpolated from observed gravity values.
 KY1907
 KY1907;                    North         East    Units  Estimated Accuracy
 KY1907;SPC OH N     -   133,980.      671,740.      MT  (+/- 180 meters Scaled)
 KY1907
 KY1907                          SUPERSEDED SURVEY CONTROL
 KY1907
 KY1907  NGVD 29 (??/??/92)  306.982  (m)         1007.16   (f) ADJ UNCH    2 0
 KY1907
 KY1907.Superseded values are not recommended for survey control.
 KY1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1907.See file dsdata.txt to determine how the superseded data were derived.
 KY1907
 KY1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF453245(NAD 83)
 KY1907_MARKER: DD = SURVEY DISK
 KY1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1907_STAMPING: 1007 55 RHP 1950
 KY1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1907+STABILITY: SURFACE MOTION
 KY1907
 KY1907  HISTORY     - Date     Condition        Report By
 KY1907  HISTORY     - 1950     MONUMENTED       USGS
 KY1907  HISTORY     - 1959     GOOD             NGS
 KY1907
 KY1907                          STATION DESCRIPTION
 KY1907
 KY1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1907'3.9 MI S FROM WARWICK.
 KY1907'ABOUT 0.35 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1907'FROM THE CONTROL TOWER AT WARWICK, THENCE ABOUT 3.55 MILES SOUTH
 KY1907'ALONG N. LAWRENCE ROAD AND ROAD 103, 179 FEET WEST OF THE CENTER
 KY1907'OF THE JUNCTION OF ROAD 103 LEADING NORTH-SOUTH, AND TWP ROAD
 KY1907'39 LEADING WEST, 21 FEET SOUTH OF THE CENTER LINE OF ROAD 39,
 KY1907'2.3 FEET NORTHEAST OF POWER LINE POLE 1826-21, ABOUT LEVEL WITH
 KY1907'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0363 ***********************************************************************
 JZ0363  DESIGNATION -  56
 JZ0363  PID         -  JZ0363
 JZ0363  STATE/COUNTY-  OH/HAMILTON
 JZ0363  USGS QUAD   -  NEWPORT (1987)
 JZ0363
 JZ0363                         *CURRENT SURVEY CONTROL
 JZ0363  ___________________________________________________________________
 JZ0363* NAD 83(1986)-  39 06 29.     (N)    084 25 59.     (W)     SCALED    
 JZ0363* NAVD 88     -       151.086  (meters)     495.69   (feet)  ADJUSTED  
 JZ0363  ___________________________________________________________________
 JZ0363  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0363  DYNAMIC HT  -         150.992 (meters)     495.38  (feet)  COMP
 JZ0363  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JZ0363
 JZ0363  VERT ORDER  -  FIRST     CLASS II
 JZ0363
 JZ0363.The horizontal coordinates were scaled from a topographic map and have
 JZ0363.an estimated accuracy of +/- 6 seconds.
 JZ0363
 JZ0363.The orthometric height was determined by differential leveling
 JZ0363.and adjusted by the National Geodetic Survey in June 1991..
 JZ0363.WARNING-Repeat measurements at this control monument indicate possible
 JZ0363.vertical movement.
 JZ0363
 JZ0363.The geoid height was determined by GEOID03.
 JZ0363
 JZ0363.The dynamic height is computed by dividing the NAVD 88
 JZ0363.geopotential number by the normal gravity value computed on the
 JZ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0363.degrees latitude (g = 980.6199 gals.).
 JZ0363
 JZ0363.The modeled gravity was interpolated from observed gravity values.
 JZ0363
 JZ0363;                    North         East    Units  Estimated Accuracy
 JZ0363;SPC OH S     -   124,800.      432,820.      MT  (+/- 180 meters Scaled)
 JZ0363
 JZ0363                          SUPERSEDED SURVEY CONTROL
 JZ0363
 JZ0363  NGVD 29 (06/03/91)  151.265  (m)          496.28   (f) ADJUSTED    1 2
 JZ0363
 JZ0363.Superseded values are not recommended for survey control.
 JZ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0363.See file dsdata.txt to determine how the superseded data were derived.
 JZ0363
 JZ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ219319(NAD 83)
 JZ0363_MARKER: DD = SURVEY DISK
 JZ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0363_STAMPING: 56
 JZ0363_MARK LOGO: OH1610
 JZ0363_PROJECTION: RECESSED 2 CENTIMETERS
 JZ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0363+STABILITY: SURFACE MOTION
 JZ0363
 JZ0363  HISTORY     - Date     Condition        Report By
 JZ0363  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0363  HISTORY     - 1949     GOOD             NGS
 JZ0363  HISTORY     - 1969     GOOD             NGS
 JZ0363  HISTORY     - 1984     GOOD             NGS
 JZ0363  HISTORY     - 1986     GOOD             LOCSUR
 JZ0363  HISTORY     - 19910717 GOOD             USPSQD
 JZ0363
 JZ0363                          STATION DESCRIPTION
 JZ0363
 JZ0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0363'AT CINCINNATI.
 JZ0363'AT CINCINNATI, ABOUT 1-1/2 BLOCKS SOUTHWEST ALONG CARREL STREET
 JZ0363'FROM ITS INTERSECTION WITH EASTERN AVENUE, ABOUT 50 YARDS
 JZ0363'NORTHEAST OF CARREL STREET CROSSING OF THE PENNSYLVANIA RAILROAD,
 JZ0363'1 FOOT NORTHWEST OF THE NORTHWEST CURB OF CARREL STREET, AND
 JZ0363'IN LINE WITH THE PROPERTY LINE BETWEEN HOUSES 249 AND 251, ABOUT
 JZ0363'LEVEL WITH THE SIDE WALK AND SET IN THE TOP OF A CONCRETE POST
 JZ0363'ABOUT FLUSH WITH THE GROUND.
 JZ0363
 JZ0363                          STATION RECOVERY (1969)
 JZ0363
 JZ0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JZ0363'RECOVERED IN GOOD CONDITION.
 JZ0363
 JZ0363                          STATION RECOVERY (1984)
 JZ0363
 JZ0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0363'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 0.2 KM (0.1 MI)
 JZ0363'SOUTHWEST ALONG CARREL STREET FROM THE JUNCTION OF EASTERN AVENUE TO
 JZ0363'THE MARK ON THE RIGHT, 4.88 METERS (16.0 FT) NORTHWEST OF THE CENTER
 JZ0363'LINE OF CARREL STREET, 12.34 METERS (40.5 FT) WEST-SOUTHWEST OF A FIRE
 JZ0363'HYDRANT, 10.36 METERS (34.0 FT) NORTHEAST OF UTILITY POLE NUMBER H
 JZ0363'7907, 3.05 METERS (10.0 FT) SOUTHEAST OF A CYCLONE FENCE.
 JZ0363'THE MARK IS 0.09 M ABOVE CARREL STREET.
 JZ0363
 JZ0363                          STATION RECOVERY (1986)
 JZ0363
 JZ0363'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DS)
 JZ0363'RECOVERED IN GOOD CONDITION.
 JZ0363
 JZ0363                          STATION RECOVERY (1991)
 JZ0363
 JZ0363'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLN)
 JZ0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0781 ***********************************************************************
 HY0781  DESIGNATION -  566.31
 HY0781  PID         -  HY0781
 HY0781  STATE/COUNTY-  OH/LAWRENCE
 HY0781  USGS QUAD   -  CATLETTSBURG (1985)
 HY0781
 HY0781                         *CURRENT SURVEY CONTROL
 HY0781  ___________________________________________________________________
 HY0781* NAD 83(1986)-  38 24 49.     (N)    082 30 08.     (W)     SCALED    
 HY0781* NAVD 88     -       172.258  (meters)     565.15   (feet)  ADJUSTED  
 HY0781  ___________________________________________________________________
 HY0781  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HY0781  DYNAMIC HT  -         172.142 (meters)     564.77  (feet)  COMP
 HY0781  MODELED GRAV-     979,954.9   (mgal)                       NAVD 88
 HY0781
 HY0781  VERT ORDER  -  SECOND    CLASS 0
 HY0781
 HY0781.The horizontal coordinates were scaled from a topographic map and have
 HY0781.an estimated accuracy of +/- 6 seconds.
 HY0781
 HY0781.The orthometric height was determined by differential leveling
 HY0781.and adjusted by the National Geodetic Survey in June 1991..
 HY0781.WARNING-Repeat measurements at this control monument indicate possible
 HY0781.vertical movement.
 HY0781
 HY0781.The geoid height was determined by GEOID03.
 HY0781
 HY0781.The dynamic height is computed by dividing the NAVD 88
 HY0781.geopotential number by the normal gravity value computed on the
 HY0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0781.degrees latitude (g = 980.6199 gals.).
 HY0781
 HY0781.The modeled gravity was interpolated from observed gravity values.
 HY0781
 HY0781;                    North         East    Units  Estimated Accuracy
 HY0781;SPC OH S     -    45,920.      599,810.      MT  (+/- 180 meters Scaled)
 HY0781
 HY0781                          SUPERSEDED SURVEY CONTROL
 HY0781
 HY0781  NGVD 29 (??/??/92)  172.448  (m)          565.77   (f) ADJ UNCH    2 0
 HY0781
 HY0781.Superseded values are not recommended for survey control.
 HY0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0781.See file dsdata.txt to determine how the superseded data were derived.
 HY0781
 HY0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC688527(NAD 83)
 HY0781_MARKER: B = BOLT
 HY0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0781_SP_SET: SIDEWALK
 HY0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0781
 HY0781  HISTORY     - Date     Condition        Report By
 HY0781  HISTORY     - UNK      MONUMENTED       DOD
 HY0781  HISTORY     - 1958     GOOD             NGS
 HY0781
 HY0781                          STATION DESCRIPTION
 HY0781
 HY0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0781'2.8 MI W FROM CHESAPEAKE.
 HY0781'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE
 HY0781'AT CHESAPEAKE, THENCE 0.2 MILES SOUTH ALONG DRIVE TO THE LOCK
 HY0781'AND DAM NUMBER 28, SET IN THE TOP OF THE WALK ALONG THE SOUTH
 HY0781'SIDE OF THE LOCK HOUSE, 5 1/2 FEET EAST OF THE EAST END OF THE
 HY0781'BOTTOM STEP LEADING TO THE SOUTH DOOR TO THE LOCK HOUSE, 12
 HY0781'FEET SOUTH OF THE SOUTH WALL OF THE LOCK HOUSE, 8 FEET NORTHEAST
 HY0781'OF THE EAST END OF THE TOP STEP OF THE STEPS LEADING DOWN TO THE
 HY0781'LOCK, A BRASS BOLT ABOUT LEVEL WITH THE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0780 ***********************************************************************
 HY0780  DESIGNATION -  566.34
 HY0780  PID         -  HY0780
 HY0780  STATE/COUNTY-  OH/LAWRENCE
 HY0780  USGS QUAD   -  CATLETTSBURG (1985)
 HY0780
 HY0780                         *CURRENT SURVEY CONTROL
 HY0780  ___________________________________________________________________
 HY0780* NAD 83(1986)-  38 24 49.     (N)    082 30 08.     (W)     SCALED    
 HY0780* NAVD 88     -       172.275  (meters)     565.21   (feet)  ADJUSTED  
 HY0780  ___________________________________________________________________
 HY0780  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 HY0780  DYNAMIC HT  -         172.160 (meters)     564.83  (feet)  COMP
 HY0780  MODELED GRAV-     979,954.9   (mgal)                       NAVD 88
 HY0780
 HY0780  VERT ORDER  -  SECOND    CLASS 0
 HY0780
 HY0780.The horizontal coordinates were scaled from a topographic map and have
 HY0780.an estimated accuracy of +/- 6 seconds.
 HY0780
 HY0780.The orthometric height was determined by differential leveling
 HY0780.and adjusted by the National Geodetic Survey in June 1991..
 HY0780
 HY0780.The geoid height was determined by GEOID03.
 HY0780
 HY0780.The dynamic height is computed by dividing the NAVD 88
 HY0780.geopotential number by the normal gravity value computed on the
 HY0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0780.degrees latitude (g = 980.6199 gals.).
 HY0780
 HY0780.The modeled gravity was interpolated from observed gravity values.
 HY0780
 HY0780;                    North         East    Units  Estimated Accuracy
 HY0780;SPC OH S     -    45,920.      599,810.      MT  (+/- 180 meters Scaled)
 HY0780
 HY0780                          SUPERSEDED SURVEY CONTROL
 HY0780
 HY0780  NGVD 29 (??/??/92)  172.466  (m)          565.83   (f) ADJ UNCH    2 0
 HY0780
 HY0780.Superseded values are not recommended for survey control.
 HY0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0780.See file dsdata.txt to determine how the superseded data were derived.
 HY0780
 HY0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC688527(NAD 83)
 HY0780_MARKER: Q = CHISELED SQUARE
 HY0780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0780_SP_SET: FLAGPOLE BASE
 HY0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0780
 HY0780  HISTORY     - Date     Condition        Report By
 HY0780  HISTORY     - UNK      MONUMENTED       DOD
 HY0780  HISTORY     - 1958     GOOD             NGS
 HY0780
 HY0780                          STATION DESCRIPTION
 HY0780
 HY0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0780'2.8 MI W FROM CHESAPEAKE.
 HY0780'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE
 HY0780'AT CHESAPEAKE, THENCE 0.2 MILES SOUTH ALONG DRIVE TO THE LOCK
 HY0780'AND DAM NUMBER 28, IN SECTION 1, T 1N, R 17W, AT THE SOUTHWEST
 HY0780'CORNER OF THE LOCK HOUSE, AN OUTLINED SQUARE ON THE TOP OF THE
 HY0780'SOUTHEAST CORNER OF THE CONCRETE 24-INCH BY 24-INCH BASE OF THE
 HY0780'WEST ONE OF TWO FLAG POLES, ABOUT LEVEL WITH THE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0126 ***********************************************************************
 HY0126  DESIGNATION -  567
 HY0126  PID         -  HY0126
 HY0126  STATE/COUNTY-  OH/GALLIA
 HY0126  USGS QUAD   -  APPLE GROVE (1987)
 HY0126
 HY0126                         *CURRENT SURVEY CONTROL
 HY0126  ___________________________________________________________________
 HY0126* NAD 83(1986)-  38 44 03.     (N)    082 14 49.     (W)     SCALED    
 HY0126* NAVD 88     -       172.604  (meters)     566.28   (feet)  ADJUSTED  
 HY0126  ___________________________________________________________________
 HY0126  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HY0126  DYNAMIC HT  -         172.493 (meters)     565.92  (feet)  COMP
 HY0126  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 HY0126
 HY0126  VERT ORDER  -  SECOND    CLASS 0
 HY0126
 HY0126.The horizontal coordinates were scaled from a topographic map and have
 HY0126.an estimated accuracy of +/- 6 seconds.
 HY0126
 HY0126.The orthometric height was determined by differential leveling
 HY0126.and adjusted by the National Geodetic Survey in June 1991..
 HY0126
 HY0126.The geoid height was determined by GEOID03.
 HY0126
 HY0126.The dynamic height is computed by dividing the NAVD 88
 HY0126.geopotential number by the normal gravity value computed on the
 HY0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0126.degrees latitude (g = 980.6199 gals.).
 HY0126
 HY0126.The modeled gravity was interpolated from observed gravity values.
 HY0126
 HY0126;                    North         East    Units  Estimated Accuracy
 HY0126;SPC OH S     -    81,530.      622,000.      MT  (+/- 180 meters Scaled)
 HY0126
 HY0126                          SUPERSEDED SURVEY CONTROL
 HY0126
 HY0126  NGVD 29 (??/??/92)  172.792  (m)          566.90   (f) ADJ UNCH    2 0
 HY0126
 HY0126.Superseded values are not recommended for survey control.
 HY0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0126.See file dsdata.txt to determine how the superseded data were derived.
 HY0126
 HY0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC916880(NAD 83)
 HY0126_MARKER: DD = SURVEY DISK
 HY0126_SETTING: 66 = SET IN ROCK OUTCROP
 HY0126_SP_SET: ROCK CUT BANK
 HY0126_STAMPING: 567 ADJ 1903
 HY0126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0126+STABILITY: POSITION/ELEVATION WELL
 HY0126
 HY0126  HISTORY     - Date     Condition        Report By
 HY0126  HISTORY     - 1903     MONUMENTED       USGS
 HY0126  HISTORY     - 1958     GOOD             NGS
 HY0126  HISTORY     - 1976     GOOD             NGS
 HY0126
 HY0126                          STATION DESCRIPTION
 HY0126
 HY0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0126'6 MI SW FROM GALLIPOLIS.
 HY0126'ABOUT 3.05 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 HY0126'AT GALLIPOLIS, THENCE 3.0 MILES SOUTHWEST ALONG STATE HIGHWAY
 HY0126'218, IN SECTION 5, T 4N, R 15W, ABOUT 0.25 MILE SOUTHWEST OF THE
 HY0126'STEEL BRIDGE ACROSS RACOON CREEK, SET VERTICALLY IN THE WEST
 HY0126'FACE OF A 2 FOOT HIGH AND 4 FEET WIDE ROCK IN A CUT BANK, 79
 HY0126'YARDS NORTHEAST OF THE NORTHEAST END OF BRIDGE ACROSS BULL SKIN
 HY0126'CREEK, 39 YARDS SOUTHWEST OF THE SIGN THIVENER AT THE SOUTHWEST
 HY0126'TOWN LIMITS, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HY0126'75 FEET NORTHEAST OF THE NORTHEAST END OF A 15-INCH PIPE CULVERT
 HY0126'UNDER THE DRIVE NORTHEAST TO A BARN.
 HY0126
 HY0126                          STATION RECOVERY (1976)
 HY0126
 HY0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6045 ***********************************************************************
 AB6045  CBN         -  This is a Cooperative Base Network Control Station.
 AB6045  PACS        -  This is a Primary Airport Control Station.
 AB6045  DESIGNATION -  56D A
 AB6045  PID         -  AB6045
 AB6045  STATE/COUNTY-  OH/WYANDOT
 AB6045  USGS QUAD   -  MC CUTCHENVILLE (1971)
 AB6045
 AB6045                         *CURRENT SURVEY CONTROL
 AB6045  ___________________________________________________________________
 AB6045* NAD 83(1995)-  40 52 34.78866(N)    083 18 52.88728(W)     ADJUSTED  
 AB6045* NAVD 88     -       252.12   (meters)     827.2    (feet)  GPS OBS   
 AB6045  ___________________________________________________________________
 AB6045  X           -     562,261.053 (meters)                     COMP
 AB6045  Y           -  -4,796,914.475 (meters)                     COMP
 AB6045  Z           -   4,152,190.505 (meters)                     COMP
 AB6045  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AB6045  ELLIP HEIGHT-         217.14  (meters)          (03/08/05) GPS OBS
 AB6045  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 AB6045
 AB6045  HORZ ORDER  -  B
 AB6045  ELLP ORDER  -  FOURTH    CLASS II
 AB6045
 AB6045.This mark is at Wyandot County Airport (56D)
 AB6045
 AB6045.The horizontal coordinates were established by GPS observations
 AB6045.and adjusted by the National Geodetic Survey in August 1996..
 AB6045
 AB6045.The orthometric height was determined by GPS observations and a
 AB6045.high-resolution geoid model.
 AB6045
 AB6045.GPS derived orthometric heights for airport stations designated as
 AB6045.PACS or SACS are published to 2 decimal places.  This maintains
 AB6045.centimeter relative accuracy between the PACS and SACS.  It does
 AB6045.not indicate centimeter accuracy relative to other marks which are
 AB6045.part of the NAVD 88 network.
 AB6045
 AB6045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6045
 AB6045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6045
 AB6045.The ellipsoidal height was determined by GPS observations
 AB6045.and is referenced to NAD 83.
 AB6045
 AB6045.The geoid height was determined by GEOID03.
 AB6045
 AB6045;                    North         East     Units Scale Factor Converg.
 AB6045;SPC OH N     -   134,648.738   531,332.669   MT  0.99994469   -0 32 06.8
 AB6045;UTM  17      - 4,527,607.704   304,959.829   MT  1.00006823   -1 30 55.0
 AB6045
 AB6045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6045!SPC OH N     -   0.99996594  x   0.99994469  =   0.99991063
 AB6045!UTM  17      -   0.99996594  x   1.00006823  =   1.00003417
 AB6045
 AB6045                          SUPERSEDED SURVEY CONTROL
 AB6045
 AB6045  ELLIP H (08/20/96)  217.15   (m)                       GP(       ) 4 2
 AB6045
 AB6045.Superseded values are not recommended for survey control.
 AB6045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6045.See file dsdata.txt to determine how the superseded data were derived.
 AB6045
 AB6045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF0496027608(NAD 83)
 AB6045_MARKER: I = METAL ROD
 AB6045_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6045_STAMPING: UPSANDPORT 56D A 1995
 AB6045_MARK LOGO: NGS   
 AB6045_PROJECTION: FLUSH
 AB6045_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6045+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1995
 AB6045_ROD/PIPE-DEPTH: 11.9 meters
 AB6045_SLEEVE-DEPTH  : 1.1 meters
 AB6045
 AB6045  HISTORY     - Date     Condition        Report By
 AB6045  HISTORY     - 1995     MONUMENTED       OHDT
 AB6045  HISTORY     - 19951109 GOOD             NGS
 AB6045
 AB6045                          STATION DESCRIPTION
 AB6045
 AB6045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6045'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 32 KM
 AB6045'(19.90 MI) SOUTHEAST OF FINDLAY, 5 KM (3.10 MI) NORTH-NORTHWEST OF
 AB6045'UPPER SANDUSKY 1.4 KM (0.85 MI) EAST OF LOVELL AT THE WYANDOT COUNTY
 AB6045'AIRPORT, ALONG AN ACCESS ROAD NEAR THE SOUTH END OF THE AIRFIELD.
 AB6045'OWNERSHIP--LUTHER STILL, UPPER SANDUSKY, OH.  43351.  PHONE
 AB6045'419-294-1904.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF U.S.
 AB6045'HIGHWAY 23 AND STATE HIGHWAY 199 (ABOUT 4 KM (2.50 MI) NORTH-NORTHWEST
 AB6045'OF UPPER SANDUSKY) , GO NORTHEAST ON HIGHWAY 199 FOR 4.2 KM (2.60 MI)
 AB6045'TO THE CROSSROAD IN LOVELL.  TURN RIGHT, EAST, ON COUNTY ROAD 42 FOR
 AB6045'1.53 KM (0.95 MI) TO A PAVED DRIVE ON THE RIGHT. TURN RIGHT,
 AB6045'SOUTH-SOUTHWEST, ON THE DRIVE FOR 0.24 KM (0.15 MI) TO THE
 AB6045'ADMINISTRATION BUILDING.  TURN RIGHT, EAST, ACROSS APRON AND ALONG
 AB6045'TAXI FOR 0.08 KM (0.05 MI) TO THE RUNWAY JUNCTION.  TURN LEFT, SOUTH,
 AB6045'ALONG THE RUNWAY FOR 0.72 KM (0.45 MI) TO AN ACCESS ROAD AT THE SOUTH
 AB6045'END OF THE RUNUP RAMP FOR RUNWAY END 36.  CONTINUE SOUTH ON THE ACCESS
 AB6045'ROAD FOR 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT. THE STATION IS
 AB6045'A SURVEY DISK ATOP AN ALUMINUM ALLOY ROD IN A GREASE FILLED SLEEVE 1.1
 AB6045'M (3.6 FT) LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AB6045'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 26.1 M (85.6
 AB6045'FT) NORTH OF THE CENTER OF TOWNSHIP ROAD 44, 169 M (554.5 FT) SOUTH OF
 AB6045'THE RUNWAY END, 30.6 M (100.4 FT) NORTHEAST OF A TELEPHONE POLE NUMBER
 AB6045'1113 D2-3, 30.4 M (99.7 FT) NORTHWEST OF TELEPHONE POLE NUMBER 701-75,
 AB6045'1.3 M (4.3 FT) EAST OF THE EXTENDED WEST EDGE OF THE RUNWAY, AND 0.3 M
 AB6045'(1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.  NOTE--THE SLEEVE DEPTH
 AB6045'DOES NOT MEET CLASS A REQUIREMENTS.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0364 ***********************************************************************
 JZ0364  DESIGNATION -  57
 JZ0364  PID         -  JZ0364
 JZ0364  STATE/COUNTY-  OH/HAMILTON
 JZ0364  USGS QUAD   -  NEWPORT (1987)
 JZ0364
 JZ0364                         *CURRENT SURVEY CONTROL
 JZ0364  ___________________________________________________________________
 JZ0364* NAD 83(1986)-  39 07 06.     (N)    084 25 07.     (W)     SCALED    
 JZ0364* NAVD 88     -       154.548  (meters)     507.05   (feet)  ADJUSTED  
 JZ0364  ___________________________________________________________________
 JZ0364  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0364  DYNAMIC HT  -         154.450 (meters)     506.72  (feet)  COMP
 JZ0364  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 JZ0364
 JZ0364  VERT ORDER  -  FIRST     CLASS II
 JZ0364
 JZ0364.The horizontal coordinates were scaled from a topographic map and have
 JZ0364.an estimated accuracy of +/- 6 seconds.
 JZ0364
 JZ0364.The orthometric height was determined by differential leveling
 JZ0364.and adjusted by the National Geodetic Survey in June 1991..
 JZ0364
 JZ0364.The geoid height was determined by GEOID03.
 JZ0364
 JZ0364.The dynamic height is computed by dividing the NAVD 88
 JZ0364.geopotential number by the normal gravity value computed on the
 JZ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0364.degrees latitude (g = 980.6199 gals.).
 JZ0364
 JZ0364.The modeled gravity was interpolated from observed gravity values.
 JZ0364
 JZ0364;                    North         East    Units  Estimated Accuracy
 JZ0364;SPC OH S     -   125,910.      434,100.      MT  (+/- 180 meters Scaled)
 JZ0364
 JZ0364                          SUPERSEDED SURVEY CONTROL
 JZ0364
 JZ0364  NGVD 29 (06/03/91)  154.728  (m)          507.64   (f) ADJUSTED    1 2
 JZ0364
 JZ0364.Superseded values are not recommended for survey control.
 JZ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0364.See file dsdata.txt to determine how the superseded data were derived.
 JZ0364
 JZ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ231330(NAD 83)
 JZ0364_MARKER: DD = SURVEY DISK
 JZ0364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0364_SP_SET: EASTERN AVENUE RETAINING WALL
 JZ0364_STAMPING: 57
 JZ0364_MARK LOGO: OH1610
 JZ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0364+STABILITY: SURFACE MOTION
 JZ0364
 JZ0364  HISTORY     - Date     Condition        Report By
 JZ0364  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0364  HISTORY     - 1947     GOOD             NGS
 JZ0364  HISTORY     - 1984     GOOD             NGS
 JZ0364  HISTORY     - 19900227 GOOD             WOOLPT
 JZ0364  HISTORY     - 19910717 GOOD             USPSQD
 JZ0364
 JZ0364                          STATION DESCRIPTION
 JZ0364
 JZ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0364'AT CINCINNATI.
 JZ0364'AT THE EAST SIDE OF EASTERN AVENUE, NEAR GRANDIN ROAD, ON TOP
 JZ0364'OF A RETAINING WALL, 112.7 FEET SOUTH OF THE ANGLE POINT FORMED BY
 JZ0364'THE SOUTH CURB LINE OF GRANDIN ROAD WITH THE WEST CURB LINE
 JZ0364'OF EASTERN AVENUE, 9.5 FEET EAST OF THE EAST CURB LINE OF
 JZ0364'EASTERN AVENUE AND 9 INCHES ABOVE THE SIDEWALK.  A CITY OF
 JZ0364'CINCINNATI TOPO SURVEY DISK, STAMPED 57.
 JZ0364
 JZ0364                          STATION RECOVERY (1984)
 JZ0364
 JZ0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0364'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 0.2 KM (0.15 MI)
 JZ0364'SOUTHWEST ALONG EASTERN AVENUE FROM THE BEECHMONT AVENUE OVERPASS TO
 JZ0364'THE MARK ON THE LEFT, ACROSS EASTERN AVENUE FROM THE JUNCTION OF STATE
 JZ0364'HIGHWAYS 32 AND 125, IN TOP OF A RETAINING WALL AT THE ENTRANCE TO A
 JZ0364'FACTORY, 2.8 METERS (9.2 FT) EAST OF THE EAST CURB OF EASTERN AVENUE,
 JZ0364'1.04 METERS (3.4 FT) SOUTHWEST OF THE NORTHEAST END OF THE RETAINING
 JZ0364'WALL.
 JZ0364'THE MARK IS 0.21 M ABOVE SIDEWALK.
 JZ0364
 JZ0364                          STATION RECOVERY (1990)
 JZ0364
 JZ0364'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0364'RECOVERED IN GOOD CONDITION.
 JZ0364
 JZ0364                          STATION RECOVERY (1991)
 JZ0364
 JZ0364'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLN)
 JZ0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1692 ***********************************************************************
 MC1692  DESIGNATION -  57 P RIVERSIDE
 MC1692  PID         -  MC1692
 MC1692  STATE/COUNTY-  OH/LUCAS
 MC1692  USGS QUAD   -  TOLEDO (1980)
 MC1692
 MC1692                         *CURRENT SURVEY CONTROL
 MC1692  ___________________________________________________________________
 MC1692* NAD 83(1995)-  41 39 44.23382(N)    083 30 53.16894(W)     ADJUSTED  
 MC1692* NAVD 88     -       184.577  (meters)     605.57   (feet)  ADJUSTED  
 MC1692  ___________________________________________________________________
 MC1692  X           -     538,997.900 (meters)                     COMP
 MC1692  Y           -  -4,741,590.265 (meters)                     COMP
 MC1692  Z           -   4,217,754.040 (meters)                     COMP
 MC1692  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 MC1692  ELLIP HEIGHT-         149.23  (meters)          (10/07/05) GPS OBS
 MC1692  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC1692  DYNAMIC HT  -         184.506 (meters)     605.33  (feet)  COMP
 MC1692  MODELED GRAV-     980,233.5   (mgal)                       NAVD 88
 MC1692
 MC1692  HORZ ORDER  -  FIRST
 MC1692  VERT ORDER  -  FIRST     CLASS II
 MC1692  ELLP ORDER  -  FOURTH    CLASS I
 MC1692
 MC1692.The horizontal coordinates were established by GPS observations
 MC1692.and adjusted by the National Geodetic Survey in April 1998..
 MC1692
 MC1692.The orthometric height was determined by differential leveling
 MC1692.and adjusted by the National Geodetic Survey in January 1994..
 MC1692
 MC1692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1692
 MC1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1692
 MC1692.The ellipsoidal height was determined by GPS observations
 MC1692.and is referenced to NAD 83.
 MC1692
 MC1692.The geoid height was determined by GEOID03.
 MC1692
 MC1692.The dynamic height is computed by dividing the NAVD 88
 MC1692.geopotential number by the normal gravity value computed on the
 MC1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1692.degrees latitude (g = 980.6199 gals.).
 MC1692
 MC1692.The modeled gravity was interpolated from observed gravity values.
 MC1692
 MC1692;                    North         East     Units Scale Factor Converg.
 MC1692;SPC OH N     -   222,103.303   515,485.035   MT  0.99999295   -0 39 60.0
 MC1692;UTM  17      - 4,615,336.842   290,627.297   MT  1.00013948   -1 40 20.2
 MC1692
 MC1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1692!SPC OH N     -   0.99997659  x   0.99999295  =   0.99996954
 MC1692!UTM  17      -   0.99997659  x   1.00013948  =   1.00011607
 MC1692
 MC1692                          SUPERSEDED SURVEY CONTROL
 MC1692
 MC1692  ELLIP H (04/01/98)  149.28   (m)                       GP(       ) 4 1
 MC1692  NAD 83(1995)-  41 39 44.23380(N)    083 30 53.16890(W) AD(       ) 1
 MC1692  NAD 83(1986)-  41 39 44.24654(N)    083 30 53.18503(W) AD(       ) 1
 MC1692  NAVD 88 (09/14/94)  184.58   (m)          605.6    (f) LEVELING    3  
 MC1692
 MC1692.Superseded values are not recommended for survey control.
 MC1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1692.See file dsdata.txt to determine how the superseded data were derived.
 MC1692
 MC1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9062715337(NAD 83)
 MC1692_MARKER: DD = SURVEY DISK
 MC1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1692_SP_SET: CONCRETE POST
 MC1692_STAMPING: 57P RIVERSIDE 1993
 MC1692_MARK LOGO: OH-095
 MC1692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1692+STABILITY: SURFACE MOTION
 MC1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1692+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 MC1692
 MC1692  HISTORY     - Date     Condition        Report By
 MC1692  HISTORY     - 1993     MONUMENTED       OH-095
 MC1692  HISTORY     - 19930806 GOOD             NGS
 MC1692  HISTORY     - 19930923 GOOD             OH-095
 MC1692
 MC1692                          STATION DESCRIPTION
 MC1692
 MC1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1692'IN TOLEDO, AT THE INTERSECTION OF SUMMIT STREET AND INTERSTATE
 MC1692'HIGHWAY 280, IN A MEDIAN OF THE STREET, 112.0 M (367.5 FT) SOUTHWEST
 MC1692'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 13.1 M (43.0
 MC1692'FT) NORTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE STREET,
 MC1692'8.5 M (27.9 FT) NORTHWEST OF A UTILITY LIGHT POLE, 8.1 M (26.6 FT)
 MC1692'SOUTHEAST OF THE WESTBOUND LANES OF THE STREET, 0.2 M (0.7 FT) ABOVE
 MC1692'THE LEVEL OF THE STREET, AND THE MONUMENT IS FLUSH WITH THE GROUND
 MC1692'SURFACE.
 MC1692
 MC1692                          STATION RECOVERY (1993)
 MC1692
 MC1692'RECOVERY NOTE BY LUCAS COUNTY OHIO 1993
 MC1692'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO IN THE CITY OF TOLEDO.
 MC1692'TO REACH THE STATION FROM THE INTERSECTION OF CHERRY STREET (STATE
 MC1692'ROUTE 120) AND SUMMIT STREET (STATE ROUTE 65) PROCEED NORTHEAST ALONG
 MC1692'SUMMIT STREET 0.8 MILES TO ITS INTERSECTION WITH SUMMIT STREET AND
 MC1692'I-280 AND THE STATION ON THE LEFT IN THE NORTH SIDE OF SUMMIT STREET
 MC1692'MEDIAN SOUTH OF THE EXIST RAMP OF I-280.
 MC1692'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1692'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND
 MC1692'SURFACE AND IS STAMPED--57P RIVERSIDE 1993--.
 MC1692'THE STATION IS 4.2 FEET SOUTH FROM THE BACK OF CURB OF THE SOUTH BOUND
 MC1692'LANE OF SUMMIT STREET, 21.7 FEET NORTH FROM THE BACK OF CURB OF THE
 MC1692'NORTH BOUND LANE OF SUMMIT STREET, 28.4 FEET NORTH FROM THE CENTER OF
 MC1692'A LIGHT POLE, AND 56.5 FEET SOUTHEAST FROM THE CENTER OF A HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1693 ***********************************************************************
 MC1693  DESIGNATION -  57 SUMMIT
 MC1693  PID         -  MC1693
 MC1693  STATE/COUNTY-  OH/LUCAS
 MC1693  USGS QUAD   -  TOLEDO (1980)
 MC1693
 MC1693                         *CURRENT SURVEY CONTROL
 MC1693  ___________________________________________________________________
 MC1693* NAD 83(1995)-  41 39 34.97434(N)    083 31 11.91750(W)     ADJUSTED  
 MC1693* NAVD 88     -       184.326  (meters)     604.74   (feet)  ADJUSTED  
 MC1693  ___________________________________________________________________
 MC1693  X           -     538,588.319 (meters)                     COMP
 MC1693  Y           -  -4,741,827.744 (meters)                     COMP
 MC1693  Z           -   4,217,540.452 (meters)                     COMP
 MC1693  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 MC1693  ELLIP HEIGHT-         148.99  (meters)          (10/07/05) GPS OBS
 MC1693  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC1693  DYNAMIC HT  -         184.255 (meters)     604.51  (feet)  COMP
 MC1693  MODELED GRAV-     980,233.3   (mgal)                       NAVD 88
 MC1693
 MC1693  HORZ ORDER  -  FIRST
 MC1693  VERT ORDER  -  FIRST     CLASS II
 MC1693  ELLP ORDER  -  FOURTH    CLASS I
 MC1693
 MC1693.The horizontal coordinates were established by GPS observations
 MC1693.and adjusted by the National Geodetic Survey in April 1998..
 MC1693
 MC1693.The orthometric height was determined by differential leveling
 MC1693.and adjusted by the National Geodetic Survey in January 1994..
 MC1693
 MC1693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1693
 MC1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1693
 MC1693.The ellipsoidal height was determined by GPS observations
 MC1693.and is referenced to NAD 83.
 MC1693
 MC1693.The geoid height was determined by GEOID03.
 MC1693
 MC1693.The dynamic height is computed by dividing the NAVD 88
 MC1693.geopotential number by the normal gravity value computed on the
 MC1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1693.degrees latitude (g = 980.6199 gals.).
 MC1693
 MC1693.The modeled gravity was interpolated from observed gravity values.
 MC1693
 MC1693;                    North         East     Units Scale Factor Converg.
 MC1693;SPC OH N     -   221,822.712   515,047.972   MT  0.99999248   -0 40 12.3
 MC1693;UTM  17      - 4,615,063.925   290,185.311   MT  1.00014176   -1 40 32.3
 MC1693
 MC1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1693!SPC OH N     -   0.99997663  x   0.99999248  =   0.99996911
 MC1693!UTM  17      -   0.99997663  x   1.00014176  =   1.00011839
 MC1693
 MC1693                          SUPERSEDED SURVEY CONTROL
 MC1693
 MC1693  ELLIP H (04/01/98)  149.04   (m)                       GP(       ) 4 1
 MC1693  NAD 83(1995)-  41 39 34.97432(N)    083 31 11.91745(W) AD(       ) 1
 MC1693  NAD 83(1986)-  41 39 34.98695(N)    083 31 11.93342(W) AD(       ) 1
 MC1693  NAVD 88 (09/14/94)  184.33   (m)          604.8    (f) LEVELING    3  
 MC1693
 MC1693.Superseded values are not recommended for survey control.
 MC1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1693.See file dsdata.txt to determine how the superseded data were derived.
 MC1693
 MC1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9018515064(NAD 83)
 MC1693_MARKER: DD = SURVEY DISK
 MC1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1693_SP_SET: CONCRETE POST
 MC1693_STAMPING: 57 SUMMIT 1993
 MC1693_MARK LOGO: OH-095
 MC1693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1693+STABILITY: SURFACE MOTION
 MC1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1693+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 MC1693
 MC1693  HISTORY     - Date     Condition        Report By
 MC1693  HISTORY     - 1993     MONUMENTED       OH-095
 MC1693  HISTORY     - 19930806 GOOD             NGS
 MC1693  HISTORY     - 19930923 GOOD             OH-095
 MC1693
 MC1693                          STATION DESCRIPTION
 MC1693
 MC1693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1693'IN TOLEDO, AT THE INTERSECTION OF SUMMIT AND MAGNOLIA STREETS, 23.3 M
 MC1693'(76.4 FT) WEST OF UTILITY POLE NUMBER 182 10 WITH A TRANSFORMER
 MC1693'ATTACHED, 22.1 M (72.5 FT) SOUTHWEST OF THE EXTENDED CENTER OF
 MC1693'MAGNOLIA STREET, 5.9 M (19.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 MC1693'EASTBOUND LANES OF SUMMIT STREET, 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 MC1693'SUMMIT STREET, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 MC1693
 MC1693                          STATION RECOVERY (1993)
 MC1693
 MC1693'RECOVERY NOTE BY LUCAS COUNTY OHIO 1993
 MC1693'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO IN THE CITY OF TOLEDO.
 MC1693'TO REACH THE STATION FROM THE INTERSECTION OF CHERRY STREET (STATE
 MC1693'ROUTE 120) AND SUMMIT STREET (STATE ROUTE 65) PROCEED NORTHEAST ALONG
 MC1693'SUMMIT STREET 0.57 MILES TO HOUSE NUMBER 1337 SUMMIT STREET AND THE
 MC1693'STATION ON THE RIGHT.
 MC1693'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1693'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND
 MC1693'SURFACE IS STAMPED --SUMMIT 1993--.
 MC1693'THE STATION IS 53.8 FEET SOUTHWEST FROM A NAIL AND SHINER IN THE
 MC1693'SOUTHWEST FACE OF A POWER POLE LOCATED SOUTH OF THE INTERSECTION,
 MC1693'76.4 FEET WEST FROM A NAIL AND SHINER IN THE FACE OF A POWER POLE
 MC1693'LOCATED NORTHWEST OF THE MAUMEE RIVER, AND 178.0 FEET NORTHEAST FROM
 MC1693'A NAIL AND SHINER IN THE NORTHEAST FACE OF A LIGHT POLE LOCATED SOUTH
 MC1693'OF HOUSE NUMBER 1337, SOUTHEAST OF SUMMIT STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0282 ***********************************************************************
 JZ0282  DESIGNATION -  578
 JZ0282  PID         -  JZ0282
 JZ0282  STATE/COUNTY-  OH/HAMILTON
 JZ0282  USGS QUAD   -  MADEIRA (1988)
 JZ0282
 JZ0282                         *CURRENT SURVEY CONTROL
 JZ0282  ___________________________________________________________________
 JZ0282* NAD 83(1986)-  39 12 47.     (N)    084 17 48.     (W)     SCALED    
 JZ0282* NAVD 88     -       175.882  (meters)     577.04   (feet)  ADJUSTED  
 JZ0282  ___________________________________________________________________
 JZ0282  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0282  DYNAMIC HT  -         175.772 (meters)     576.68  (feet)  COMP
 JZ0282  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JZ0282
 JZ0282  VERT ORDER  -  SECOND    CLASS 0
 JZ0282
 JZ0282.The horizontal coordinates were scaled from a topographic map and have
 JZ0282.an estimated accuracy of +/- 6 seconds.
 JZ0282
 JZ0282.The orthometric height was determined by differential leveling
 JZ0282.and adjusted by the National Geodetic Survey in June 1991..
 JZ0282
 JZ0282.The geoid height was determined by GEOID03.
 JZ0282
 JZ0282.The dynamic height is computed by dividing the NAVD 88
 JZ0282.geopotential number by the normal gravity value computed on the
 JZ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0282.degrees latitude (g = 980.6199 gals.).
 JZ0282
 JZ0282.The modeled gravity was interpolated from observed gravity values.
 JZ0282
 JZ0282;                    North         East    Units  Estimated Accuracy
 JZ0282;SPC OH S     -   136,210.      444,850.      MT  (+/- 180 meters Scaled)
 JZ0282
 JZ0282                          SUPERSEDED SURVEY CONTROL
 JZ0282
 JZ0282  NGVD 29 (??/??/92)  176.059  (m)          577.62   (f) ADJ UNCH    2 0
 JZ0282
 JZ0282.Superseded values are not recommended for survey control.
 JZ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0282.See file dsdata.txt to determine how the superseded data were derived.
 JZ0282
 JZ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ334439(NAD 83)
 JZ0282_MARKER: DD = SURVEY DISK
 JZ0282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JZ0282_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JZ0282_STAMPING: 578
 JZ0282_MARK LOGO: USGS  
 JZ0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0282
 JZ0282  HISTORY     - Date     Condition        Report By
 JZ0282  HISTORY     - UNK      MONUMENTED       USGS
 JZ0282  HISTORY     - 1935     GOOD             NGS
 JZ0282  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0282
 JZ0282                          STATION DESCRIPTION
 JZ0282
 JZ0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JZ0282'AT MIAMIVILLE.
 JZ0282'AT MIAMIVILLE, HAMILTON COUNTY, 9 YARDS SOUTH OF THE SOUTHWEST
 JZ0282'RAIL OF THE PENNSYLVANIA RAILROAD AT THE INTERSECTION OF THE
 JZ0282'CENTERLINE OF STATE HIGHWAY 126, 7 YARDS SOUTHEAST OF THE
 JZ0282'CENTERLINE OF THE HIGHWAY, 6 YARDS WEST OF POLE 102+15, 2 YARDS
 JZ0282'NORTH OF A WIRE FENCE, AND LEVEL WITH THE ROADWAY.  A UNITED
 JZ0282'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 578 AND SET
 JZ0282'IN THE TOP OF A 3-1/2-INCH IRON PIPE.
 JZ0282
 JZ0282                          STATION RECOVERY (1984)
 JZ0282
 JZ0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0282'NOT RECOVERED NO EVIDENCE OF MARK WAS FOUND AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0365 ***********************************************************************
 JZ0365  DESIGNATION -  58
 JZ0365  PID         -  JZ0365
 JZ0365  STATE/COUNTY-  OH/HAMILTON
 JZ0365  USGS QUAD   -  NEWPORT (1987)
 JZ0365
 JZ0365                         *CURRENT SURVEY CONTROL
 JZ0365  ___________________________________________________________________
 JZ0365* NAD 83(1986)-  39 07 11.     (N)    084 25 05.     (W)     SCALED    
 JZ0365* NAVD 88     -       154.547  (meters)     507.04   (feet)  ADJUSTED  
 JZ0365  ___________________________________________________________________
 JZ0365  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0365  DYNAMIC HT  -         154.449 (meters)     506.72  (feet)  COMP
 JZ0365  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 JZ0365
 JZ0365  VERT ORDER  -  FIRST     CLASS II
 JZ0365
 JZ0365.The horizontal coordinates were scaled from a topographic map and have
 JZ0365.an estimated accuracy of +/- 6 seconds.
 JZ0365
 JZ0365.The orthometric height was determined by differential leveling
 JZ0365.and adjusted by the National Geodetic Survey in June 1991..
 JZ0365
 JZ0365.The geoid height was determined by GEOID03.
 JZ0365
 JZ0365.The dynamic height is computed by dividing the NAVD 88
 JZ0365.geopotential number by the normal gravity value computed on the
 JZ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0365.degrees latitude (g = 980.6199 gals.).
 JZ0365
 JZ0365.The modeled gravity was interpolated from observed gravity values.
 JZ0365
 JZ0365;                    North         East    Units  Estimated Accuracy
 JZ0365;SPC OH S     -   126,070.      434,150.      MT  (+/- 180 meters Scaled)
 JZ0365
 JZ0365                          SUPERSEDED SURVEY CONTROL
 JZ0365
 JZ0365  NGVD 29 (06/03/91)  154.726  (m)          507.63   (f) ADJUSTED    1 2
 JZ0365
 JZ0365.Superseded values are not recommended for survey control.
 JZ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0365.See file dsdata.txt to determine how the superseded data were derived.
 JZ0365
 JZ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ232332(NAD 83)
 JZ0365_MARKER: P = PIPE CAP
 JZ0365_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JZ0365_SP_SET: METAL PIPE IN CONCRETE
 JZ0365_STAMPING: 58
 JZ0365_MARK LOGO: OH1610
 JZ0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0365
 JZ0365  HISTORY     - Date     Condition        Report By
 JZ0365  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0365  HISTORY     - 1947     GOOD             NGS
 JZ0365  HISTORY     - 1969     GOOD             NGS
 JZ0365  HISTORY     - 1984     GOOD             NGS
 JZ0365  HISTORY     - 19900227 GOOD             WOOLPT
 JZ0365  HISTORY     - 19910717 GOOD             USPSQD
 JZ0365
 JZ0365                          STATION DESCRIPTION
 JZ0365
 JZ0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0365'AT CINCINNATI.
 JZ0365'ON THE WEST SIDE OF EASTERN AVENUE, BETWEEN THE CURB AND THE
 JZ0365'WALK, 274.5 FEET SOUTH OF THE SOUTH CURB LINE OF BEECHMONT AVENUE
 JZ0365'EXTENDED, AND 1.2 FEET WEST OF THE WEST CURB LINE OF EASTERN
 JZ0365'AVENUE.  A CITY OF CINCINNATI TOPO SURVEY CAP ON PIPE STAMPED
 JZ0365'58.
 JZ0365
 JZ0365                          STATION RECOVERY (1969)
 JZ0365
 JZ0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JZ0365'RECOVERED IN GOOD CONDITION.
 JZ0365
 JZ0365                          STATION RECOVERY (1984)
 JZ0365
 JZ0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0365'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN CINCINNATI,
 JZ0365'0.08 KM (0.05 MI) SOUTHWEST ALONG EASTERN AVENUE FROM THE BEECHMONT
 JZ0365'OVERPASS TO THE MARK ON THE RIGHT, BETWEEN THE CURB AND SIDEWALK IN
 JZ0365'FRONT OF A TWO-STORY FRAME HOUSE NUMBER 4728, 6.67 METERS (21.9 FT)
 JZ0365'NORTHWEST OF THE CENTER LINE OF EASTERN AVENUE, 16.15 METERS (53.0 FT)
 JZ0365'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE.  TOP OF PIPE IS FLUSH WITH
 JZ0365'THE GROUND.
 JZ0365'THE MARK IS 0.09 M ABOVE EASTERN AVENUE.
 JZ0365
 JZ0365                          STATION RECOVERY (1990)
 JZ0365
 JZ0365'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0365'RECOVERED IN GOOD CONDITION.
 JZ0365
 JZ0365                          STATION RECOVERY (1991)
 JZ0365
 JZ0365'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLN)
 JZ0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1694 ***********************************************************************
 MC1694  DESIGNATION -  58 MIAMI
 MC1694  PID         -  MC1694
 MC1694  STATE/COUNTY-  OH/LUCAS
 MC1694  USGS QUAD   -  ROSSFORD (1980)
 MC1694
 MC1694                         *CURRENT SURVEY CONTROL
 MC1694  ___________________________________________________________________
 MC1694* NAD 83(1986)-  41 36 37.     (N)    083 32 25.     (W)     SCALED    
 MC1694* NAVD 88     -       184.982  (meters)     606.90   (feet)  ADJUSTED  
 MC1694  ___________________________________________________________________
 MC1694  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 MC1694  DYNAMIC HT  -         184.910 (meters)     606.66  (feet)  COMP
 MC1694  MODELED GRAV-     980,228.8   (mgal)                       NAVD 88
 MC1694
 MC1694  VERT ORDER  -  FIRST     CLASS II
 MC1694
 MC1694.The horizontal coordinates were scaled from a topographic map and have
 MC1694.an estimated accuracy of +/- 6 seconds.
 MC1694
 MC1694.The orthometric height was determined by differential leveling
 MC1694.and adjusted by the National Geodetic Survey in January 1994..
 MC1694
 MC1694.The geoid height was determined by GEOID03.
 MC1694
 MC1694.The dynamic height is computed by dividing the NAVD 88
 MC1694.geopotential number by the normal gravity value computed on the
 MC1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1694.degrees latitude (g = 980.6199 gals.).
 MC1694
 MC1694.The modeled gravity was interpolated from observed gravity values.
 MC1694
 MC1694;                    North         East    Units  Estimated Accuracy
 MC1694;SPC OH N     -   216,350.      513,290.      MT  (+/- 180 meters Scaled)
 MC1694
 MC1694                          SUPERSEDED SURVEY CONTROL
 MC1694
 MC1694.No superseded survey control is available for this station.
 MC1694
 MC1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG883096(NAD 83)
 MC1694_MARKER: DD = SURVEY DISK
 MC1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1694_SP_SET: CONCRETE POST
 MC1694_STAMPING: 58 MIAMI 1993
 MC1694_MARK LOGO: OH-097
 MC1694_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1694+STABILITY: SURFACE MOTION
 MC1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1694+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1993
 MC1694
 MC1694  HISTORY     - Date     Condition        Report By
 MC1694  HISTORY     - 1993     MONUMENTED       OH-095
 MC1694  HISTORY     - 19930806 GOOD             NGS
 MC1694
 MC1694                          STATION DESCRIPTION
 MC1694
 MC1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1694'IN TOLEDO, AT THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND MIAMI
 MC1694'STREET, 80.0 M (262.5 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES
 MC1694'OF THE HIGHWAY, 29.5 M (96.8 FT) NORTH OF AND LEVEL WITH THE
 MC1694'CENTERLINE OF THE WESTBOUND LANES OF THE STREET, 15.1 M (49.5 FT)
 MC1694'WEST OF THE WEST EDGE OF A NORTHBOUND HIGHWAY ON RAMP, AND THE
 MC1694'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0406 ***********************************************************************
 JY0406  DESIGNATION -  581
 JY0406  PID         -  JY0406
 JY0406  STATE/COUNTY-  OH/MEIGS
 JY0406  USGS QUAD   -  POMEROY (1992)
 JY0406
 JY0406                         *CURRENT SURVEY CONTROL
 JY0406  ___________________________________________________________________
 JY0406* NAD 83(1986)-  39 01 39.     (N)    082 02 02.     (W)     SCALED    
 JY0406* NAVD 88     -       176.469  (meters)     578.97   (feet)  ADJUSTED  
 JY0406  ___________________________________________________________________
 JY0406  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JY0406  DYNAMIC HT  -         176.359 (meters)     578.60  (feet)  COMP
 JY0406  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JY0406
 JY0406  VERT ORDER  -  FIRST     CLASS II
 JY0406
 JY0406.The horizontal coordinates were scaled from a topographic map and have
 JY0406.an estimated accuracy of +/- 6 seconds.
 JY0406
 JY0406.The orthometric height was determined by differential leveling
 JY0406.and adjusted by the National Geodetic Survey in June 1991..
 JY0406.WARNING-Repeat measurements at this control monument indicate possible
 JY0406.vertical movement.
 JY0406
 JY0406.The geoid height was determined by GEOID03.
 JY0406
 JY0406.The dynamic height is computed by dividing the NAVD 88
 JY0406.geopotential number by the normal gravity value computed on the
 JY0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0406.degrees latitude (g = 980.6199 gals.).
 JY0406
 JY0406.The modeled gravity was interpolated from observed gravity values.
 JY0406
 JY0406;                    North         East    Units  Estimated Accuracy
 JY0406;SPC OH S     -   114,170.      640,360.      MT  (+/- 180 meters Scaled)
 JY0406
 JY0406                          SUPERSEDED SURVEY CONTROL
 JY0406
 JY0406  NGVD 29 (??/??/92)  176.684  (m)          579.67   (f) ADJ UNCH    1 2
 JY0406
 JY0406.Superseded values are not recommended for survey control.
 JY0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0406.See file dsdata.txt to determine how the superseded data were derived.
 JY0406
 JY0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD105203(NAD 83)
 JY0406_MARKER: DD = SURVEY DISK
 JY0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0406_SP_SET: STONE MASONRY
 JY0406_STAMPING: 581 ADJ 1903
 JY0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0406+STABILITY: SURFACE MOTION
 JY0406
 JY0406  HISTORY     - Date     Condition        Report By
 JY0406  HISTORY     - 1903     MONUMENTED       USGS
 JY0406  HISTORY     - 1958     GOOD             NGS
 JY0406  HISTORY     - 1976     GOOD             NGS
 JY0406
 JY0406                          STATION DESCRIPTION
 JY0406
 JY0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0406'AT POMEROY.
 JY0406'AT POMEROY, 93 FEET NORTH OF THE INTERSECTION OF SECOND AND COURT
 JY0406'STREETS, 24 FEET NORTHWEST OF THE NORTHWEST CURB OF SECOND STREET,
 JY0406'SET VERTICALLY FACING SOUTH IN THE SECOND COURSE OF STONE MASONRY
 JY0406'ABOVE THE GROUND OF A CIRCULAR BRICK STONE ROOM AT THE SOUTH CORNER
 JY0406'OF THE COUNTY JAIL, 3.6 FEET SOUTHEAST OF THE NORTHEAST END OF A
 JY0406'STONE RETAINING WALL, 1.7 FEET BELOW BM 249 A (USE), AND ABOUT 1
 JY0406'FOOT ABOVE THE GROUND.
 JY0406
 JY0406                          STATION RECOVERY (1976)
 JY0406
 JY0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0512 ***********************************************************************
 JY0512  DESIGNATION -  592 DRD
 JY0512  PID         -  JY0512
 JY0512  STATE/COUNTY-  OH/PIKE
 JY0512  USGS QUAD   -  WAVERLY NORTH (1992)
 JY0512
 JY0512                         *CURRENT SURVEY CONTROL
 JY0512  ___________________________________________________________________
 JY0512* NAD 83(1986)-  39 07 34.     (N)    082 59 03.     (W)     SCALED    
 JY0512* NAVD 88     -       180.264  (meters)     591.42   (feet)  ADJUSTED  
 JY0512  ___________________________________________________________________
 JY0512  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JY0512  DYNAMIC HT  -         180.154 (meters)     591.06  (feet)  COMP
 JY0512  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 JY0512
 JY0512  VERT ORDER  -  FIRST     CLASS I
 JY0512
 JY0512.The horizontal coordinates were scaled from a topographic map and have
 JY0512.an estimated accuracy of +/- 6 seconds.
 JY0512
 JY0512.The orthometric height was determined by differential leveling
 JY0512.and adjusted by the National Geodetic Survey in June 1991..
 JY0512
 JY0512.The geoid height was determined by GEOID03.
 JY0512
 JY0512.The dynamic height is computed by dividing the NAVD 88
 JY0512.geopotential number by the normal gravity value computed on the
 JY0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0512.degrees latitude (g = 980.6199 gals.).
 JY0512
 JY0512.The modeled gravity was interpolated from observed gravity values.
 JY0512
 JY0512;                    North         East    Units  Estimated Accuracy
 JY0512;SPC OH S     -   125,130.      558,140.      MT  (+/- 180 meters Scaled)
 JY0512
 JY0512                          SUPERSEDED SURVEY CONTROL
 JY0512
 JY0512  NGVD 29 (??/??/92)  180.417  (m)          591.92   (f) ADJ UNCH    1 1
 JY0512
 JY0512.Superseded values are not recommended for survey control.
 JY0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0512.See file dsdata.txt to determine how the superseded data were derived.
 JY0512
 JY0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD284326(NAD 83)
 JY0512_MARKER: DD = SURVEY DISK
 JY0512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0512_SP_SET: BUILDING
 JY0512_STAMPING: 225 DRD 1959 592
 JY0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY0512+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 JY0512
 JY0512  HISTORY     - Date     Condition        Report By
 JY0512  HISTORY     - 1959     MONUMENTED       USGS
 JY0512  HISTORY     - 1967     GOOD             NGS
 JY0512  HISTORY     - 20051001 GOOD             GEOCAC
 JY0512
 JY0512                          STATION DESCRIPTION
 JY0512
 JY0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0512'AT WAVERLY.
 JY0512'AT WAVERLY, AT THE POST OFFICE, SET VERTICALLY IN THE SOUTHEAST
 JY0512'BRICK FACE OF THE BUILDING, 236 FEET NORTHEAST OF THE NORTHEAST
 JY0512'CURB OF MARKET STREET, 34 FEET NORTHWEST OF THE NORTHWEST CURB
 JY0512'OF 2ND STREET, 0.5 FOOT NORTHEAST OF THE SOUTH CORNER OF THE
 JY0512'BUILDING AND 4 FEET ABOVE THE LEVEL OF THE GROUND.
 JY0512
 JY0512                          STATION RECOVERY (2005)
 JY0512
 JY0512'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0241 ***********************************************************************
 JZ0241  DESIGNATION -  596
 JZ0241  PID         -  JZ0241
 JZ0241  STATE/COUNTY-  OH/CLERMONT
 JZ0241  USGS QUAD   -  BATAVIA (1992)
 JZ0241
 JZ0241                         *CURRENT SURVEY CONTROL
 JZ0241  ___________________________________________________________________
 JZ0241* NAD 83(1986)-  39 04 34.     (N)    084 10 34.     (W)     SCALED    
 JZ0241* NAVD 88     -       181.379  (meters)     595.07   (feet)  ADJUSTED  
 JZ0241  ___________________________________________________________________
 JZ0241  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ0241  DYNAMIC HT  -         181.264 (meters)     594.70  (feet)  COMP
 JZ0241  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JZ0241
 JZ0241  VERT ORDER  -  SECOND    CLASS 0
 JZ0241
 JZ0241.The horizontal coordinates were scaled from a topographic map and have
 JZ0241.an estimated accuracy of +/- 6 seconds.
 JZ0241
 JZ0241.The orthometric height was determined by differential leveling
 JZ0241.and adjusted by the National Geodetic Survey in June 1991..
 JZ0241
 JZ0241.The geoid height was determined by GEOID03.
 JZ0241
 JZ0241.The dynamic height is computed by dividing the NAVD 88
 JZ0241.geopotential number by the normal gravity value computed on the
 JZ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0241.degrees latitude (g = 980.6199 gals.).
 JZ0241
 JZ0241.The modeled gravity was interpolated from observed gravity values.
 JZ0241
 JZ0241;                    North         East    Units  Estimated Accuracy
 JZ0241;SPC OH S     -   120,810.      454,980.      MT  (+/- 180 meters Scaled)
 JZ0241
 JZ0241                          SUPERSEDED SURVEY CONTROL
 JZ0241
 JZ0241  NGVD 29 (??/??/92)  181.564  (m)          595.68   (f) ADJ UNCH    2 0
 JZ0241
 JZ0241.Superseded values are not recommended for survey control.
 JZ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0241.See file dsdata.txt to determine how the superseded data were derived.
 JZ0241
 JZ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ442290(NAD 83)
 JZ0241_MARKER: R = RIVET
 JZ0241_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JZ0241_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JZ0241_STAMPING: OHIO 596
 JZ0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0241
 JZ0241  HISTORY     - Date     Condition        Report By
 JZ0241  HISTORY     - UNK      MONUMENTED       USGS
 JZ0241  HISTORY     - 1966     MARK NOT FOUND   NGS
 JZ0241
 JZ0241                          STATION DESCRIPTION
 JZ0241
 JZ0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JZ0241'AT BATAVIA.
 JZ0241'AT BATAVIA, CLERMONT COUNTY, 60 YARDS NORTHEAST OF THE POST
 JZ0241'OFFICE, 48 YARDS NORTHWEST OF THE FIRST NATIONAL BANK, FRONT
 JZ0241'ENTRANCE, ON STATE HIGHWAY 74, 42 YARDS NORTHEAST OF THE CENTER
 JZ0241'OF THE INTERSECTION OF A PAVED STREET, AT THE COUNTY COURTHOUSE,
 JZ0241'1.5 FEET SOUTH OF THE SOUTHEAST CORNER, 20 YARDS NORTH OF THE
 JZ0241'CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 JZ0241'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 JZ0241'STAMPED OHIO 596 AND RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 JZ0241'PIPE.  NOTE-- A NEW BUILDING HAS BEEN CONSTRUCTED IN THE AREA
 JZ0241'AND IT IS THOUGHT THE MARK WAS DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0837 ***********************************************************************
 JZ0837  DESIGNATION -  596
 JZ0837  PID         -  JZ0837
 JZ0837  STATE/COUNTY-  OH/BUTLER
 JZ0837  USGS QUAD   -  HAMILTON (1988)
 JZ0837
 JZ0837                         *CURRENT SURVEY CONTROL
 JZ0837  ___________________________________________________________________
 JZ0837* NAD 83(1986)-  39 24 40.     (N)    084 33 16.     (W)     SCALED    
 JZ0837* NAVD 88     -       181.504  (meters)     595.48   (feet)  ADJUSTED  
 JZ0837  ___________________________________________________________________
 JZ0837  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JZ0837  DYNAMIC HT  -         181.402 (meters)     595.15  (feet)  COMP
 JZ0837  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 JZ0837
 JZ0837  VERT ORDER  -  FIRST     CLASS II
 JZ0837
 JZ0837.The horizontal coordinates were scaled from a topographic map and have
 JZ0837.an estimated accuracy of +/- 6 seconds.
 JZ0837
 JZ0837.The orthometric height was determined by differential leveling
 JZ0837.and adjusted by the National Geodetic Survey in June 1991..
 JZ0837.WARNING-Repeat measurements at this control monument indicate possible
 JZ0837.vertical movement.
 JZ0837
 JZ0837.The geoid height was determined by GEOID03.
 JZ0837
 JZ0837.The dynamic height is computed by dividing the NAVD 88
 JZ0837.geopotential number by the normal gravity value computed on the
 JZ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0837.degrees latitude (g = 980.6199 gals.).
 JZ0837
 JZ0837.The modeled gravity was interpolated from observed gravity values.
 JZ0837
 JZ0837;                    North         East    Units  Estimated Accuracy
 JZ0837;SPC OH S     -   158,670.      423,090.      MT  (+/- 180 meters Scaled)
 JZ0837
 JZ0837                          SUPERSEDED SURVEY CONTROL
 JZ0837
 JZ0837  NGVD 29 (??/??/92)  181.686  (m)          596.08   (f) ADJ UNCH    1 2
 JZ0837
 JZ0837.Superseded values are not recommended for survey control.
 JZ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0837.See file dsdata.txt to determine how the superseded data were derived.
 JZ0837
 JZ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ105652(NAD 83)
 JZ0837_MARKER: DD = SURVEY DISK
 JZ0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0837_SP_SET: BRIDGE SIDEWALK
 JZ0837_STAMPING: 596
 JZ0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0837
 JZ0837  HISTORY     - Date     Condition        Report By
 JZ0837  HISTORY     - UNK      MONUMENTED       OHGS
 JZ0837  HISTORY     - 1947     GOOD             NGS
 JZ0837  HISTORY     - 1965     GOOD             NGS
 JZ0837
 JZ0837                          STATION DESCRIPTION
 JZ0837
 JZ0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0837'1 MI N FROM HAMILTON.
 JZ0837'1.1 MI N ALONG U.S. HIGHWAY 127 FROM THE POST OFFICE AT HAMILTON,
 JZ0837'BUTLER COUNTY, AT THE MUNICIPAL ELECTRIC PLANT, AT THE N END OF
 JZ0837'THE CONCRETE BRIDGE OVER OLD RIVER, IN THE TOP OF THE E SIDE OF
 JZ0837'THE E SIDEWALK, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- MARK
 JZ0837'WAS STAMPED 596 BY THIS PARTY.
 JZ0837
 JZ0837                          STATION RECOVERY (1965)
 JZ0837
 JZ0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JZ0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0008 ***********************************************************************
 MC0008  DESIGNATION -  597
 MC0008  PID         -  MC0008
 MC0008  STATE/COUNTY-  OH/ERIE
 MC0008  USGS QUAD   -  VERMILION EAST (1979)
 MC0008
 MC0008                         *CURRENT SURVEY CONTROL
 MC0008  ___________________________________________________________________
 MC0008* NAD 83(1986)-  41 25 18.     (N)    082 21 54.     (W)     SCALED    
 MC0008* NAVD 88     -       181.854  (meters)     596.63   (feet)  ADJUSTED  
 MC0008  ___________________________________________________________________
 MC0008  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 MC0008  DYNAMIC HT  -         181.781 (meters)     596.39  (feet)  COMP
 MC0008  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 MC0008
 MC0008  VERT ORDER  -  FIRST     CLASS II
 MC0008
 MC0008.The horizontal coordinates were scaled from a topographic map and have
 MC0008.an estimated accuracy of +/- 6 seconds.
 MC0008
 MC0008.The orthometric height was determined by differential leveling
 MC0008.and adjusted by the National Geodetic Survey in June 1991..
 MC0008
 MC0008.Photographs are available for this station.
 MC0008
 MC0008.The geoid height was determined by GEOID03.
 MC0008
 MC0008.The dynamic height is computed by dividing the NAVD 88
 MC0008.geopotential number by the normal gravity value computed on the
 MC0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0008.degrees latitude (g = 980.6199 gals.).
 MC0008
 MC0008.The modeled gravity was interpolated from observed gravity values.
 MC0008
 MC0008;                    North         East    Units  Estimated Accuracy
 MC0008;SPC OH N     -   194,900.      611,290.      MT  (+/- 180 meters Scaled)
 MC0008
 MC0008                          SUPERSEDED SURVEY CONTROL
 MC0008
 MC0008  NGVD 29 (06/03/92)  182.089  (m)          597.40   (f) ADJUSTED    1 2
 MC0008
 MC0008.Superseded values are not recommended for survey control.
 MC0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0008.See file dsdata.txt to determine how the superseded data were derived.
 MC0008
 MC0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF859864(NAD 83)
 MC0008_MARKER: DD = SURVEY DISK
 MC0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0008_SP_SET: STONE WATER TABLE
 MC0008_STAMPING: 597
 MC0008_MARK LOGO: USGS  
 MC0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0008
 MC0008  HISTORY     - Date     Condition        Report By
 MC0008  HISTORY     - UNK      MONUMENTED       USGS
 MC0008  HISTORY     - 1934     GOOD             CGS
 MC0008  HISTORY     - 1980     POOR             NGS
 MC0008  HISTORY     - 19860619 POOR             USPSQD
 MC0008  HISTORY     - 20010922 GOOD             USPSQD
 MC0008  HISTORY     - 20040819 POOR             OHDT
 MC0008
 MC0008                          STATION DESCRIPTION
 MC0008
 MC0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0008'AT VERMILION.
 MC0008'AT VERMILION, ERIE COUNTY, AT THE NORTHWEST CORNER OF THE
 MC0008'INTERSECTION OF EAST LIBERTY STREET AND MAIN STREET, 26.5 FEET
 MC0008'NORTH OF THE NORTH CURB OF EAST LIBERTY STREET, 6.7 FEET WEST OF
 MC0008'THE WEST CURB OF MAIN STREET, AT THE HART DRUG STORE, IN THE TOP
 MC0008'OF THE STONE WATER TABLE, 2 FEET NORTH OF THE SOUTHEAST CORNER
 MC0008'OF THE BUILDING, AND ABOUT 8 INCHES ABOVE THE CONCRETE SIDEWALK.
 MC0008'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 597.
 MC0008
 MC0008                          STATION RECOVERY (1980)
 MC0008
 MC0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0008'MARK RECOVERED IN POOR CONDITION.
 MC0008
 MC0008                          STATION RECOVERY (1986)
 MC0008
 MC0008'RECOVERY NOTE BY US POWER SQUADRON 1986 (GHB)
 MC0008'MARK RECOVERED IN POOR CONDITION.
 MC0008
 MC0008                          STATION RECOVERY (2001)
 MC0008
 MC0008'RECOVERY NOTE BY US POWER SQUADRON 2001 (JFE)
 MC0008'THE BUILDING IS NO LONGER THE HART DRUG STORE.  THE CURRENT BUSINESS
 MC0008'IS THE MAIN STREE SODA GRILL.  ALTHOUGH THE 1980 AND 1986 MARK
 MC0008'RECOVERY BOTH INDICATED THAT THE MARK WAS IN POOR CONDITION, THE MARK
 MC0008'IS BASICALLY INTACT AND APPEARS TO STILL BE SOLIDLY ANCHORED AND IN
 MC0008'GENERALLY GOOD CONDITION.  SEVERAL CHIPS ARE MISSING WHICH MAY ACCOUNT
 MC0008'FOR CLASSIFYING THE PREVIOUS RECOVERIES AS POOR.
 MC0008
 MC0008                          STATION RECOVERY (2004)
 MC0008
 MC0008'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0008'MARK APPEARS TO BE ANCHORED SOLIDLY, BUT DISK IS CHIPPED AND SURFACE
 MC0008'IS MARRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0147 ***********************************************************************
 MC0147  DESIGNATION -  597 RESET
 MC0147  PID         -  MC0147
 MC0147  STATE/COUNTY-  OH/ERIE
 MC0147  USGS QUAD   -  SANDUSKY (1969)
 MC0147
 MC0147                         *CURRENT SURVEY CONTROL
 MC0147  ___________________________________________________________________
 MC0147* NAD 83(1995)-  41 27 14.53315(N)    082 42 45.54627(W)     ADJUSTED  
 MC0147* NAVD 88     -       183.175  (meters)     600.97   (feet)  ADJUSTED  
 MC0147  ___________________________________________________________________
 MC0147  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 MC0147  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC0147  DYNAMIC HT  -         183.100 (meters)     600.72  (feet)  COMP
 MC0147  MODELED GRAV-     980,208.0   (mgal)                       NAVD 88
 MC0147
 MC0147  HORZ ORDER  -  SECOND
 MC0147  VERT ORDER  -  FIRST     CLASS II
 MC0147
 MC0147.The horizontal coordinates were established by classical geodetic methods
 MC0147.and adjusted by the National Geodetic Survey in April 1998..
 MC0147
 MC0147.The orthometric height was determined by differential leveling
 MC0147.and adjusted by the National Geodetic Survey in June 1991..
 MC0147
 MC0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0147
 MC0147.The geoid height was determined by GEOID03.
 MC0147
 MC0147.The dynamic height is computed by dividing the NAVD 88
 MC0147.geopotential number by the normal gravity value computed on the
 MC0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0147.degrees latitude (g = 980.6199 gals.).
 MC0147
 MC0147.The modeled gravity was interpolated from observed gravity values.
 MC0147
 MC0147;                    North         East     Units Scale Factor Converg.
 MC0147;SPC OH N     -   198,504.582   582,232.542   MT  0.99996183   -0 08 22.9
 MC0147;UTM  17      - 4,590,577.042   356,953.646   MT  0.99985182   -1 08 02.4
 MC0147
 MC0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0147!SPC OH N     -   0.99997681  x   0.99996183  =   0.99993864
 MC0147!UTM  17      -   0.99997681  x   0.99985182  =   0.99982863
 MC0147
 MC0147                          SUPERSEDED SURVEY CONTROL
 MC0147
 MC0147  NAD 83(1995)-  41 27 14.53475(N)    082 42 45.55313(W) AD(       ) 2
 MC0147  NAD 83(1986)-  41 27 14.54086(N)    082 42 45.56346(W) AD(       ) 2
 MC0147  NAD 27      -  41 27 14.35381(N)    082 42 45.89699(W) AD(       ) 2
 MC0147  NGVD 29 (06/03/92)  183.395  (m)          601.69   (f) ADJUSTED    1 2
 MC0147
 MC0147.Superseded values are not recommended for survey control.
 MC0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0147.See file dsdata.txt to determine how the superseded data were derived.
 MC0147
 MC0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5695490577(NAD 83)
 MC0147_MARKER: DD = SURVEY DISK
 MC0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0147_SP_SET: BUILDING STEP
 MC0147_STAMPING: 597 RESET
 MC0147_MARK LOGO: USGS  
 MC0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0147+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 MC0147
 MC0147  HISTORY     - Date     Condition        Report By
 MC0147  HISTORY     - 1940     MONUMENTED       USGS
 MC0147  HISTORY     - 1940     GOOD             CGS
 MC0147  HISTORY     - 1956     GOOD             CGS
 MC0147  HISTORY     - 1968     GOOD             CGS
 MC0147  HISTORY     - 1980     GOOD             NGS
 MC0147  HISTORY     - 1987     GOOD             USGS
 MC0147  HISTORY     - 20060716 GOOD             GEOCAC
 MC0147
 MC0147                          STATION DESCRIPTION
 MC0147
 MC0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 MC0147'AT SANDUSKY.
 MC0147'AT SANDUSKY, ERIE COUNTY, AT THE NEW (1940) GOVERNMENT BUILDING,
 MC0147'AT THE MAIN ENTRANCE, AND IN THE SOUTH END OF THE SECOND STEP.
 MC0147
 MC0147                          STATION RECOVERY (1956)
 MC0147
 MC0147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC0147'THE STATION IS LOCATED AT THE POST OFFICE IN SANDUSKY IN THE
 MC0147'SECOND STEP FROM
 MC0147'THE BOTTOM OF THE NORTHEAST ENTRANCE TO THE POST OFFICE AT THE
 MC0147'SOUTHEAST END OF THE STEPS.  IT IS 43
 MC0147'FEET WEST OF THE WEST CURB OF JACKSON STREET.
 MC0147'
 MC0147'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ERIE AND THE
 MC0147'DISTANCE IS 281.86 FEET,
 MC0147'85.911 METERS NORTHWEST OF STATION ERIE.  THE MARK IS A STANDARD U.S.
 MC0147'GEOLOGICAL SURVEY DISK STAMPED
 MC0147'RESET 1940.
 MC0147'
 MC0147'NOTE- IT IS ASSUMED THAT THIS IS U.S.G.S. 597 AS DESCRIBED IN SECOND
 MC0147'ORDER LEVELING LINE 20, GOSHEN,
 MC0147'INDIANA TO CLEVELAND, OHIO.
 MC0147
 MC0147                          STATION RECOVERY (1968)
 MC0147
 MC0147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GB)
 MC0147'MARK FOUND IN GOOD CONDITION.
 MC0147
 MC0147                          STATION RECOVERY (1980)
 MC0147
 MC0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0147'IN SANDUSKY, AT THE JUNCTION OF JACKSON AND WASHINGTON STREETS, SET
 MC0147'IN THE SECOND STEP FROM THE BOTTOM OF THE STEPS AT THE MAIN ENTRANCE
 MC0147'TO THE POST OFFICE, 25.9 METERS (85.0 FEET) SOUTHEAST OF THE ROUNDED
 MC0147'CURB ON THE SOUTHEAST SIDE OF WASHINGTON STREET, 12.95 METERS (42.5
 MC0147'FEET) SOUTHWEST OF THE SOUTHWEST CURB OF JACKSON STREET, 0.15 METERS
 MC0147'(0.5 FOOT) NORTHWEST OF THE SOUTHEAST END OF THE STEP.
 MC0147'THE MARK IS 0.3 M ABOVE SIDEWALK.
 MC0147
 MC0147                          STATION RECOVERY (1987)
 MC0147
 MC0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (UNK)
 MC0147'RECOVERED IN GOOD CONDITION.
 MC0147
 MC0147                          STATION RECOVERY (2006)
 MC0147
 MC0147'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MC0147'THE MARK MC1141 HAS THE SAME DESCRIPTION AS THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6774 ***********************************************************************
 AI6774  DESIGNATION -  5A
 AI6774  PID         -  AI6774
 AI6774  STATE/COUNTY-  OH/CLINTON
 AI6774  USGS QUAD   -  MEMPHIS (1961)
 AI6774
 AI6774                         *CURRENT SURVEY CONTROL
 AI6774  ___________________________________________________________________
 AI6774* NAD 83(1995)-  39 27 32.35726(N)    083 35 04.52645(W)     ADJUSTED  
 AI6774* NAVD 88     -       318.3    (meters)    1044.     (feet)  GPS OBS   
 AI6774  ___________________________________________________________________
 AI6774  X           -     551,007.122 (meters)                     COMP
 AI6774  Y           -  -4,900,441.262 (meters)                     COMP
 AI6774  Z           -   4,031,970.739 (meters)                     COMP
 AI6774  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AI6774  ELLIP HEIGHT-         285.93  (meters)          (10/07/05) GPS OBS
 AI6774  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 AI6774
 AI6774  HORZ ORDER  -  FIRST
 AI6774  ELLP ORDER  -  THIRD     CLASS II
 AI6774
 AI6774.The horizontal coordinates were established by GPS observations
 AI6774.and adjusted by the National Geodetic Survey in August 2000..
 AI6774
 AI6774.The orthometric height was determined by GPS observations and a
 AI6774.high-resolution geoid model.
 AI6774
 AI6774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6774
 AI6774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6774
 AI6774.The ellipsoidal height was determined by GPS observations
 AI6774.and is referenced to NAD 83.
 AI6774
 AI6774.The geoid height was determined by GEOID03.
 AI6774
 AI6774;                    North         East     Units Scale Factor Converg.
 AI6774;SPC OH S     -   162,527.754   506,663.994   MT  0.99993675   -0 41 17.5
 AI6774;UTM  17      - 4,370,901.622   277,634.245   MT  1.00020883   -1 38 35.7
 AI6774
 AI6774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6774!SPC OH S     -   0.99995514  x   0.99993675  =   0.99989190
 AI6774!UTM  17      -   0.99995514  x   1.00020883  =   1.00016396
 AI6774
 AI6774|---------------------------------------------------------------------|
 AI6774| PID    Reference Object                     Distance      Geod. Az  |
 AI6774|                                                           dddmmss.s |
 AI6774| AI6744 5                                   360.075 METERS 21710     |
 AI6774|---------------------------------------------------------------------|
 AI6774
 AI6774                          SUPERSEDED SURVEY CONTROL
 AI6774
 AI6774.No superseded survey control is available for this station.
 AI6774
 AI6774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7763470902(NAD 83)
 AI6774_MARKER: DD = SURVEY DISK
 AI6774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6774_STAMPING: GPS 5A 2000
 AI6774_MARK LOGO: OH-027
 AI6774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6774+STABILITY: SURFACE MOTION
 AI6774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6774+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6774
 AI6774  HISTORY     - Date     Condition        Report By
 AI6774  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6774
 AI6774                          STATION DESCRIPTION
 AI6774
 AI6774'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6774'THE STATION IS LOCATED APPROXIMATELY 12.75 MI (20.52 KM) EAST OF
 AI6774'WILMINGTON, APPROXIMATELY 11.5 MI (18.5 KM) NORTHWEST OF GREENFIELD,
 AI6774'APPROXIMATELY 3.5 MILES (5.6 KM) SOUTHEAST OF SABINA ON THE SOUTHEAST
 AI6774'SIDE OF SNOW HILL ROAD AT THE EDGE OF A CULTIVATED FIELD.
 AI6774'FROM THE INTERSECTION OF US ROUTE 22/OHIO STATE ROUTE 3 ADN OHIO STATE
 AI6774'ROUTE 729 IN SABINA, PROCEED SOUTH ON ST 729 FOR APPROXIMATELY 3.5
 AI6774'MILES (5.6 KM) TO THE JUNCTION OF SNOW HIL ROAD ON THE LEFT. TURN LEFT
 AI6774'AND PROCEED NORTHEAST ON SNOW HILL ROAD FOR APPROXIMATELY 1.25 MI
 AI6774'(2.01 KM) TO THE STATION ON THE RIGHT.
 AI6774'THE STATION IS LOCATED APPROXIMATELY 210.00 FT (64.01 M) SOUTHWEST OF
 AI6774'A POWER POLE ON THE NORTHWEST SIDE OF SNOW HILL ROAD, 113.70 FT (34.66
 AI6774'M) SOUTHWEST OF A CONCRETE POST AT THE END OF A GRASS PATH, AND 21.72
 AI6774'FT (6.62 M) SOUTHEAST OF THE CENTERLINE OF SNOW HILL ROAD. A STANDARD
 AI6774'CLINTON COUNTY DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS
 AI6774'5A 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1653 ***********************************************************************
 KY1653  DESIGNATION -  6
 KY1653  PID         -  KY1653
 KY1653  STATE/COUNTY-  OH/STARK
 KY1653  USGS QUAD   -  MASSILLON (1994)
 KY1653
 KY1653                         *CURRENT SURVEY CONTROL
 KY1653  ___________________________________________________________________
 KY1653* NAD 83(1986)-  40 51 54.     (N)    081 34 44.     (W)     SCALED    
 KY1653* NAVD 88     -       287.426  (meters)     943.00   (feet)  ADJUSTED  
 KY1653  ___________________________________________________________________
 KY1653  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KY1653  DYNAMIC HT  -         287.297 (meters)     942.57  (feet)  COMP
 KY1653  MODELED GRAV-     980,169.1   (mgal)                       NAVD 88
 KY1653
 KY1653  VERT ORDER  -  FIRST     CLASS II
 KY1653
 KY1653.The horizontal coordinates were scaled from a topographic map and have
 KY1653.an estimated accuracy of +/- 6 seconds.
 KY1653
 KY1653.The orthometric height was determined by differential leveling
 KY1653.and adjusted by the National Geodetic Survey in June 1991..
 KY1653
 KY1653.The geoid height was determined by GEOID03.
 KY1653
 KY1653.The dynamic height is computed by dividing the NAVD 88
 KY1653.geopotential number by the normal gravity value computed on the
 KY1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1653.degrees latitude (g = 980.6199 gals.).
 KY1653
 KY1653.The modeled gravity was interpolated from observed gravity values.
 KY1653
 KY1653;                    North         East    Units  Estimated Accuracy
 KY1653;SPC OH N     -   133,480.      677,650.      MT  (+/- 180 meters Scaled)
 KY1653
 KY1653                          SUPERSEDED SURVEY CONTROL
 KY1653
 KY1653  NGVD 29 (??/??/92)  287.652  (m)          943.74   (f) ADJ UNCH    1 2
 KY1653
 KY1653.Superseded values are not recommended for survey control.
 KY1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1653.See file dsdata.txt to determine how the superseded data were derived.
 KY1653
 KY1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF512239(NAD 83)
 KY1653_MARKER: Z = SEE DESCRIPTION
 KY1653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1653_SP_SET: RAIL
 KY1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1653
 KY1653  HISTORY     - Date     Condition        Report By
 KY1653  HISTORY     - 1967     MONUMENTED       BORR
 KY1653  HISTORY     - 1954     MARK NOT FOUND   NGS
 KY1653  HISTORY     - 1967     MARK NOT FOUND   BORR
 KY1653  HISTORY     - 19930105 MARK NOT FOUND   OHDT
 KY1653
 KY1653                          STATION DESCRIPTION
 KY1653
 KY1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1653'2 MI SE FROM CANAL FULTON.
 KY1653'2.0 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1653'THE STATION AT CANAL FULTON, STARK COUNTY, 0.4 MILE NORTHWEST
 KY1653'OF A ROAD CROSSING, 35 FEET SOUTHWEST OF POLE 102+42, DIRECTLY
 KY1653'OPPOSITE MILEPOST B 103, 40 FEET NORTHEAST OF A 15-INCH ELM
 KY1653'TREE AT THE NORTH END OF A ROW OF ELM TREES, 3.4 FEET SOUTHWEST
 KY1653'OF THE SOUTHWEST RAIL, AND ABOUT ONE FOOT LOWER THAN THE BASE
 KY1653'OF THE RAIL.  THE HIGHEST POINT OF A SECTION RAIL.  NOTE-- IT WAS
 KY1653'REPORTED IN JUNE 1935 THAT THE RAIL WAS INCLINED AT ABOUT 45 DEG
 KY1653'FROM THE VERTICAL.
 KY1653
 KY1653                          STATION RECOVERY (1967)
 KY1653
 KY1653'RECOVERY NOTE BY BALTIMORE AND OHIO RAILROAD 1967
 KY1653'MARK NOT FOUND.
 KY1653
 KY1653                          STATION RECOVERY (1993)
 KY1653
 KY1653'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY1653'-------REPORT BY ODOT --------YEAR 1993--------CONDITION - NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0488 ***********************************************************************
 JZ0488  DESIGNATION -  6
 JZ0488  PID         -  JZ0488
 JZ0488  STATE/COUNTY-  OH/HAMILTON
 JZ0488  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0488
 JZ0488                         *CURRENT SURVEY CONTROL
 JZ0488  ___________________________________________________________________
 JZ0488* NAD 83(1986)-  39 08 06.     (N)    084 29 51.     (W)     SCALED    
 JZ0488* NAVD 88     -       246.29   (+/-2cm)     808.0    (feet)  VERTCON   
 JZ0488  ___________________________________________________________________
 JZ0488  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0488
 JZ0488  VERT ORDER  -  ? (See Below)
 JZ0488
 JZ0488.The horizontal coordinates were scaled from a topographic map and have
 JZ0488.an estimated accuracy of +/- 6 seconds.
 JZ0488
 JZ0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ0488.The vertical order pertains to the NGVD 29 superseded value.
 JZ0488
 JZ0488.The geoid height was determined by GEOID03.
 JZ0488
 JZ0488;                    North         East    Units  Estimated Accuracy
 JZ0488;SPC OH S     -   127,910.      427,320.      MT  (+/- 180 meters Scaled)
 JZ0488
 JZ0488                          SUPERSEDED SURVEY CONTROL
 JZ0488
 JZ0488  NGVD 29 (??/??/92)  246.469  (m)          808.62   (f) ADJ UNCH    ?  
 JZ0488
 JZ0488.Superseded values are not recommended for survey control.
 JZ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0488.See file dsdata.txt to determine how the superseded data were derived.
 JZ0488
 JZ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ162347(NAD 83)
 JZ0488_MARKER: DD = SURVEY DISK
 JZ0488_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JZ0488_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JZ0488_STAMPING: 6
 JZ0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0488
 JZ0488  HISTORY     - Date     Condition        Report By
 JZ0488  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0488  HISTORY     - 1947     GOOD             NGS
 JZ0488
 JZ0488                          STATION DESCRIPTION
 JZ0488
 JZ0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0488'AT CINCINNATI.
 JZ0488'AT CINCINNATI AT NORTHEAST CORNER OF INTERSECTION OF READING
 JZ0488'ROAD AND MELISH AVENUE, 15.2 FEET NORTH OF NORTH CURB LINE OF
 JZ0488'MELISH AVENUE, 0.7 FEET EAST OF EAST CURB OF READING ROAD.  A
 JZ0488'CAP ON PIPE PROJECTING 0.5 FEET ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2435 ***********************************************************************
 AB2435  DESIGNATION -  6
 AB2435  PID         -  AB2435
 AB2435  STATE/COUNTY-  OH/ATHENS
 AB2435  USGS QUAD   -  LUBECK (1994)
 AB2435
 AB2435                         *CURRENT SURVEY CONTROL
 AB2435  ___________________________________________________________________
 AB2435* NAD 83(1995)-  39 12 44.43879(N)    081 43 50.12291(W)     ADJUSTED  
 AB2435* NAVD 88     -       180.3    (meters)     592.     (feet)  GPS OBS   
 AB2435  ___________________________________________________________________
 AB2435  X           -     711,742.479 (meters)                     COMP
 AB2435  Y           -  -4,897,119.277 (meters)                     COMP
 AB2435  Z           -   4,010,702.130 (meters)                     COMP
 AB2435  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AB2435  ELLIP HEIGHT-         145.95  (meters)          (10/07/05) GPS OBS
 AB2435  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 AB2435
 AB2435  HORZ ORDER  -  FIRST
 AB2435  ELLP ORDER  -  FOURTH    CLASS I
 AB2435
 AB2435.The horizontal coordinates were established by GPS observations
 AB2435.and adjusted by the National Geodetic Survey in April 1998..
 AB2435
 AB2435.The orthometric height was determined by GPS observations and a
 AB2435.high-resolution geoid model.
 AB2435
 AB2435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2435
 AB2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2435
 AB2435.The ellipsoidal height was determined by GPS observations
 AB2435.and is referenced to NAD 83.
 AB2435
 AB2435.The geoid height was determined by GEOID03.
 AB2435
 AB2435;                    North         East     Units Scale Factor Converg.
 AB2435;SPC OH S     -   134,869.136   666,446.804   MT  0.99994039   +0 29 17.5
 AB2435;UTM  17      - 4,340,595.302   436,926.138   MT  0.99964898   -0 27 42.8
 AB2435
 AB2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2435!SPC OH S     -   0.99997710  x   0.99994039  =   0.99991749
 AB2435!UTM  17      -   0.99997710  x   0.99964898  =   0.99962609
 AB2435
 AB2435                          SUPERSEDED SURVEY CONTROL
 AB2435
 AB2435  ELLIP H (04/01/98)  145.97   (m)                       GP(       ) 4 1
 AB2435  NAD 83(1986)-  39 12 44.44186(N)    081 43 50.13232(W) AD(       ) 1
 AB2435
 AB2435.Superseded values are not recommended for survey control.
 AB2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2435.See file dsdata.txt to determine how the superseded data were derived.
 AB2435
 AB2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3692640595(NAD 83)
 AB2435_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2435_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2435_STAMPING: 6 1995
 AB2435_MARK LOGO: ATHCE 
 AB2435_PROJECTION: FLUSH
 AB2435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2435+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2435_ROD/PIPE-DEPTH: 1    meters
 AB2435
 AB2435  HISTORY     - Date     Condition        Report By
 AB2435  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2435
 AB2435                          STATION DESCRIPTION
 AB2435
 AB2435'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2435'IN ATHENS COUNTY, OHIO, TROY TOWNSHIP, STATION IS SET IN EAST R/W OF
 AB2435'S.R.  124, 25 FT.SOUTH OF INTERSECTION WITH T-174.  LOCATED
 AB2435'APPROXIMATELY 51 FT.EAST OF A TELEPHONE POLE, 39 FT.SOUTHWEST OF A 19
 AB2435'INCH DIAMETER TREE, AND 11 FT.EAST OF A PK SET IN THE EOP.  STATION IS
 AB2435'FLUSH WITH THE GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE
 AB2435'ATHENS CO.  ENG.  OFFICE.  THIS STATION MAY REQUIRE SCHEDUALING FOR
 AB2435'GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6882 ***********************************************************************
 AC6882  DESIGNATION -  6
 AC6882  PID         -  AC6882
 AC6882  STATE/COUNTY-  OH/BELMONT
 AC6882  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6882
 AC6882                         *CURRENT SURVEY CONTROL
 AC6882  ___________________________________________________________________
 AC6882* NAD 83(1995)-  40 04 58.69930(N)    080 55 08.51072(W)     ADJUSTED  
 AC6882* NAVD 88     -       380.6    (meters)    1249.     (feet)  GPS OBS   
 AC6882  ___________________________________________________________________
 AC6882  X           -     771,322.896 (meters)                     COMP
 AC6882  Y           -  -4,825,793.078 (meters)                     COMP
 AC6882  Z           -   4,085,262.013 (meters)                     COMP
 AC6882  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AC6882  ELLIP HEIGHT-         346.78  (meters)          (10/07/05) GPS OBS
 AC6882  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AC6882
 AC6882  HORZ ORDER  -  FIRST
 AC6882  ELLP ORDER  -  FOURTH    CLASS II
 AC6882
 AC6882.The horizontal coordinates were established by GPS observations
 AC6882.and adjusted by the National Geodetic Survey in October 2005..
 AC6882
 AC6882.The orthometric height was determined by GPS observations and a
 AC6882.high-resolution geoid model.
 AC6882
 AC6882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6882
 AC6882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6882
 AC6882.The ellipsoidal height was determined by GPS observations
 AC6882.and is referenced to NAD 83.
 AC6882
 AC6882.The geoid height was determined by GEOID03.
 AC6882
 AC6882;                    North         East     Units Scale Factor Converg.
 AC6882;SPC OH S     -   232,426.172   734,836.003   MT  1.00001020   +1 00 11.4
 AC6882;UTM  17      - 4,436,969.509   506,903.138   MT  0.99960059   +0 03 07.7
 AC6882
 AC6882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6882!SPC OH S     -   0.99994560  x   1.00001020  =   0.99995580
 AC6882!UTM  17      -   0.99994560  x   0.99960059  =   0.99954621
 AC6882
 AC6882                          SUPERSEDED SURVEY CONTROL
 AC6882
 AC6882  NAD 83(1995)-  40 04 58.69051(N)    080 55 08.51179(W) AD(       ) 1
 AC6882  NAD 83(1986)-  40 04 58.70364(N)    080 55 08.51846(W) AD(       ) 1
 AC6882
 AC6882.Superseded values are not recommended for survey control.
 AC6882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6882.See file dsdata.txt to determine how the superseded data were derived.
 AC6882
 AC6882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0690336970(NAD 83)
 AC6882_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6882_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6882_STAMPING: 6 1996
 AC6882_MARK LOGO: OH7200
 AC6882_PROJECTION: FLUSH
 AC6882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6882+STABILITY: SURFACE MOTION
 AC6882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6882+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6882_ROD/PIPE-DEPTH: 1    meters
 AC6882
 AC6882  HISTORY     - Date     Condition        Report By
 AC6882  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6882
 AC6882                          STATION DESCRIPTION
 AC6882
 AC6882'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6882'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6882'STATION IS SET IN THE WEST R/W OF SHEPPARD DR.  WEST OF ST.
 AC6882'CLAIRSVILLE ALONG SHEPPARD DRIVE AFTER PASSING HOUSE NO.  68130 ON THE
 AC6882'LEFT.  6 FT.  (1.8 M) NORTHEAST OF A FENCE POST, 120 FT. (36.6 M)
 AC6882'SOUTHWEST.  OF POWER POLE NO.494-437 AND 130 FT.  (39.6 M) NORTHWEST
 AC6882'OF POWER POLE NO.  494-358.  THE STATION IS FLUSH WITH THE GROUND.  A
 AC6882'STATION SKETCH IS AVAILABLE THROUGH THE CITY OF ST. CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6745 ***********************************************************************
 AI6745  DESIGNATION -  6
 AI6745  PID         -  AI6745
 AI6745  STATE/COUNTY-  OH/CLINTON
 AI6745  USGS QUAD   -  MEMPHIS (1961)
 AI6745
 AI6745                         *CURRENT SURVEY CONTROL
 AI6745  ___________________________________________________________________
 AI6745* NAD 83(1995)-  39 22 49.03824(N)    083 35 39.12625(W)     ADJUSTED  
 AI6745* NAVD 88     -       321.0    (meters)    1053.     (feet)  GPS OBS   
 AI6745  ___________________________________________________________________
 AI6745  X           -     550,804.362 (meters)                     COMP
 AI6745  Y           -  -4,906,049.502 (meters)                     COMP
 AI6745  Z           -   4,025,222.206 (meters)                     COMP
 AI6745  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AI6745  ELLIP HEIGHT-         288.52  (meters)          (10/07/05) GPS OBS
 AI6745  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 AI6745
 AI6745  HORZ ORDER  -  FIRST
 AI6745  ELLP ORDER  -  THIRD     CLASS II
 AI6745
 AI6745.The horizontal coordinates were established by GPS observations
 AI6745.and adjusted by the National Geodetic Survey in August 2000..
 AI6745
 AI6745.The orthometric height was determined by GPS observations and a
 AI6745.high-resolution geoid model.
 AI6745
 AI6745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6745
 AI6745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6745
 AI6745.The ellipsoidal height was determined by GPS observations
 AI6745.and is referenced to NAD 83.
 AI6745
 AI6745.The geoid height was determined by GEOID03.
 AI6745
 AI6745;                    North         East     Units Scale Factor Converg.
 AI6745;SPC OH S     -   153,801.412   505,731.072   MT  0.99993591   -0 41 39.5
 AI6745;UTM  17      - 4,362,189.616   276,555.912   MT  1.00021477   -1 38 47.8
 AI6745
 AI6745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6745!SPC OH S     -   0.99995474  x   0.99993591  =   0.99989065
 AI6745!UTM  17      -   0.99995474  x   1.00021477  =   1.00016950
 AI6745
 AI6745|---------------------------------------------------------------------|
 AI6745| PID    Reference Object                     Distance      Geod. Az  |
 AI6745|                                                           dddmmss.s |
 AI6745| AI6775 6A                                  343.882 METERS 17648     |
 AI6745|---------------------------------------------------------------------|
 AI6745
 AI6745                          SUPERSEDED SURVEY CONTROL
 AI6745
 AI6745.No superseded survey control is available for this station.
 AI6745
 AI6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7655662190(NAD 83)
 AI6745_MARKER: DD = SURVEY DISK
 AI6745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6745_STAMPING: GPS 6 2000
 AI6745_MARK LOGO: OH-027
 AI6745_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6745+STABILITY: SURFACE MOTION
 AI6745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6745+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6745
 AI6745  HISTORY     - Date     Condition        Report By
 AI6745  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6745
 AI6745                          STATION DESCRIPTION
 AI6745
 AI6745'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6745'THE STATION IS LOCATED APPROXIMATELY 13.0 MI (20.9 KM) EAST-SOUTHEAST
 AI6745'OF WILMINGTON, APPROXIMATELY 10.0 MI (16.1 KM) NORTH OF HILLSBORO, AND
 AI6745'APPROXIMATELY 8.0 MI (12.9 KM) SOUTH-SOUTHEAST OF SABINA.  THE STATION
 AI6745'IS LOCATED APPROXIMATELY 0.25 MI (0.40 KM) NORTH OF THE CLINTON
 AI6745'COUNTY/HIGHLAND COUNTY LINE ON THE WEST SIDE OF OHIO STATE ROUTE 72.
 AI6745'TO REACH THE STATION FROM THE JUNCTION OF OHIO STATE ROUTE 729 AND SR
 AI6745'72 SOUTH OF SABINA, PROCEED SOUTH ON SR 72 APPROXIMATELY 4.0 MI (6.4
 AI6745'KM) TO THE STATION ON THE RIGHT NEAR THE FENCELINE OF A CULTIVATED
 AI6745'FIELD.
 AI6745'THE STATION IS LOCATED APPROXIMATELY 99.5 FT (30.3 M) NORTH-NORTHEAST
 AI6745'OF A POWER POLE, 12.4 FT (3.8 M) EAST OF THE FENCELINE, AND 6.1 FT
 AI6745'(1.9 M) WEST OF THE EDGE OF PAVEMENT OF STATE ROUTE 72.  A STANDARD
 AI6745'CLINTON COUNTY DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS
 AI6745'6 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3418 ***********************************************************************
 AE3418  DESIGNATION -  6 1
 AE3418  PID         -  AE3418
 AE3418  STATE/COUNTY-  OH/UNION
 AE3418  USGS QUAD   -  PEORIA (1980)
 AE3418
 AE3418                         *CURRENT SURVEY CONTROL
 AE3418  ___________________________________________________________________
 AE3418* NAD 83(1995)-  40 20 34.82379(N)    083 24 13.94163(W)     ADJUSTED  
 AE3418* NAVD 88     -       310.3    (meters)    1018.     (feet)  GPS OBS   
 AE3418  ___________________________________________________________________
 AE3418  X           -     559,227.326 (meters)                     COMP
 AE3418  Y           -  -4,836,123.472 (meters)                     COMP
 AE3418  Z           -   4,107,267.153 (meters)                     COMP
 AE3418  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AE3418  ELLIP HEIGHT-         276.35  (meters)          (10/07/05) GPS OBS
 AE3418  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AE3418
 AE3418  HORZ ORDER  -  FIRST
 AE3418  ELLP ORDER  -  THIRD     CLASS I
 AE3418
 AE3418.The horizontal coordinates were established by GPS observations
 AE3418.and adjusted by the National Geodetic Survey in October 1997..
 AE3418
 AE3418.The orthometric height was determined by GPS observations and a
 AE3418.high-resolution geoid model.
 AE3418
 AE3418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3418
 AE3418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3418
 AE3418.The ellipsoidal height was determined by GPS observations
 AE3418.and is referenced to NAD 83.
 AE3418
 AE3418.The geoid height was determined by GEOID03.
 AE3418
 AE3418;                    North         East     Units Scale Factor Converg.
 AE3418;SPC OH N     -    75,503.841   523,202.365   MT  1.00001853   -0 35 37.7
 AE3418;UTM  17      - 4,468,602.327   295,826.721   MT  1.00011318   -1 33 24.2
 AE3418
 AE3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3418!SPC OH N     -   0.99995665  x   1.00001853  =   0.99997518
 AE3418!UTM  17      -   0.99995665  x   1.00011318  =   1.00006983
 AE3418
 AE3418|---------------------------------------------------------------------|
 AE3418| PID    Reference Object                     Distance      Geod. Az  |
 AE3418|                                                           dddmmss.s |
 AE3418| AE3415 6 1 AZ MK                           395.062 METERS 25806     |
 AE3418|---------------------------------------------------------------------|
 AE3418
 AE3418                          SUPERSEDED SURVEY CONTROL
 AE3418
 AE3418  ELLIP H (10/02/97)  276.37   (m)                       GP(       ) 3 1
 AE3418
 AE3418.Superseded values are not recommended for survey control.
 AE3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3418.See file dsdata.txt to determine how the superseded data were derived.
 AE3418
 AE3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9582768602(NAD 83)
 AE3418_MARKER: DD = SURVEY DISK
 AE3418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3418_STAMPING: TWP 6 STATION 1
 AE3418_MARK LOGO: OH-159
 AE3418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3418+STABILITY: SURFACE MOTION
 AE3418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3418+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3418
 AE3418  HISTORY     - Date     Condition        Report By
 AE3418  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3418
 AE3418                          STATION DESCRIPTION
 AE3418
 AE3418'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3418'12.0 KM (7.45 MI) NORTH OF MARYSVILLE, 12.0 KM (7.45 MI) WEST OF
 AE3418'MAGNETIC SPRINGS.  FROM THE INTERSECTION OF STATE ROUTE 31 AND STE
 AE3418'ROUTE 347, PROCEED WEST ON STATE ROUTE 347 0.85 KM (0.50 MI) TO THE
 AE3418'STATION ON THE LEFT.  MARKER IS 10.7 M (35.1 FT) SOUTH OF THE
 AE3418'CENTERLINE OF STATE ROUTE 347, 5.0 M (16.4 FT) EAST OF IRON PIN WITH
 AE3418'CAP (FOX LS7000) AND 33.5 M (109.9 FT) SOUTHEAST OF A TELEPHONE BOX IN
 AE3418'FRONT OF RESIDENCE NO.  18393.  CONTROL POINT IS FLUSH WITH THE
 AE3418'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3415 ***********************************************************************
 AE3415  DESIGNATION -  6 1 AZ MK
 AE3415  PID         -  AE3415
 AE3415  STATE/COUNTY-  OH/UNION
 AE3415  USGS QUAD   -  PEORIA (1980)
 AE3415
 AE3415                         *CURRENT SURVEY CONTROL
 AE3415  ___________________________________________________________________
 AE3415* NAD 83(1995)-  40 20 32.18111(N)    083 24 30.32029(W)     ADJUSTED  
 AE3415* NAVD 88     -       309.7    (meters)    1016.     (feet)  GPS OBS   
 AE3415  ___________________________________________________________________
 AE3415  X           -     558,849.314 (meters)                     COMP
 AE3415  Y           -  -4,836,219.845 (meters)                     COMP
 AE3415  Z           -   4,107,204.647 (meters)                     COMP
 AE3415  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AE3415  ELLIP HEIGHT-         275.77  (meters)          (10/07/05) GPS OBS
 AE3415  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AE3415
 AE3415  HORZ ORDER  -  FIRST
 AE3415  ELLP ORDER  -  THIRD     CLASS I
 AE3415
 AE3415.The horizontal coordinates were established by GPS observations
 AE3415.and adjusted by the National Geodetic Survey in October 1997..
 AE3415
 AE3415.The orthometric height was determined by GPS observations and a
 AE3415.high-resolution geoid model.
 AE3415
 AE3415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3415
 AE3415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3415
 AE3415.The ellipsoidal height was determined by GPS observations
 AE3415.and is referenced to NAD 83.
 AE3415
 AE3415.The geoid height was determined by GEOID03.
 AE3415
 AE3415;                    North         East     Units Scale Factor Converg.
 AE3415;SPC OH N     -    75,426.348   522,814.971   MT  1.00001869   -0 35 48.4
 AE3415;UTM  17      - 4,468,531.348   295,438.042   MT  1.00011513   -1 33 34.7
 AE3415
 AE3415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3415!SPC OH N     -   0.99995674  x   1.00001869  =   0.99997543
 AE3415!UTM  17      -   0.99995674  x   1.00011513  =   1.00007187
 AE3415
 AE3415|---------------------------------------------------------------------|
 AE3415| PID    Reference Object                     Distance      Geod. Az  |
 AE3415|                                                           dddmmss.s |
 AE3415| AE3418 6 1                                 395.062 METERS 07805     |
 AE3415|---------------------------------------------------------------------|
 AE3415
 AE3415                          SUPERSEDED SURVEY CONTROL
 AE3415
 AE3415.No superseded survey control is available for this station.
 AE3415
 AE3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9543868531(NAD 83)
 AE3415_MARKER: DD = SURVEY DISK
 AE3415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3415_STAMPING: TWP 6 STATION 1A
 AE3415_MARK LOGO: OH-159
 AE3415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3415+STABILITY: SURFACE MOTION
 AE3415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3415+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3415
 AE3415  HISTORY     - Date     Condition        Report By
 AE3415  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3415
 AE3415                          STATION DESCRIPTION
 AE3415
 AE3415'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3415'12.0 KM (7.45 MI) NORTH OF MARYSVILLE, 12.0 KM (7.45 MI) WEST OF
 AE3415'MAGNETIC SPRINGS.  FROM THE INTERSECTION OF STATE ROUTE 31 AND STATE
 AE3415'ROUTE 347, PROCEED WEST ON STATE ROUTE 347 WEST 1.2 KM (0.75 MI) TO
 AE3415'THE STATION ON THE RIGHT.  MARKER IS 7.4 M (24.3 FT) NORTH OF THE
 AE3415'CENTERLINE OF STATE ROUTE 347, 10.1 M (33.1 FT) WEST OF A POWERPOLE
 AE3415'AND 17.4 M (57.1 FT) NORTHEAST OF THE CENTERLINE INTERSECTION OF STATE
 AE3415'ROUTE 347 AND A CEMETARY DRIVE TO THE SOUTH.  CONTROL POINT IS FLUSH
 AE3415'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0668 ***********************************************************************
 MC0668  DESIGNATION -  6 HO
 MC0668  PID         -  MC0668
 MC0668  STATE/COUNTY-  OH/WOOD
 MC0668  USGS QUAD   -  MAUMEE (1994)
 MC0668
 MC0668                         *CURRENT SURVEY CONTROL
 MC0668  ___________________________________________________________________
 MC0668* NAD 83(1986)-  41 30 26.     (N)    083 40 30.     (W)     SCALED    
 MC0668* NAVD 88     -       198.174  (meters)     650.18   (feet)  ADJUSTED  
 MC0668  ___________________________________________________________________
 MC0668  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC0668  DYNAMIC HT  -         198.094 (meters)     649.91  (feet)  COMP
 MC0668  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 MC0668
 MC0668  VERT ORDER  -  FIRST     CLASS I
 MC0668
 MC0668.The horizontal coordinates were scaled from a topographic map and have
 MC0668.an estimated accuracy of +/- 6 seconds.
 MC0668
 MC0668.The orthometric height was determined by differential leveling
 MC0668.and adjusted by the National Geodetic Survey in January 1994..
 MC0668
 MC0668.The geoid height was determined by GEOID03.
 MC0668
 MC0668.The dynamic height is computed by dividing the NAVD 88
 MC0668.geopotential number by the normal gravity value computed on the
 MC0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0668.degrees latitude (g = 980.6199 gals.).
 MC0668
 MC0668.The modeled gravity was interpolated from observed gravity values.
 MC0668
 MC0668;                    North         East    Units  Estimated Accuracy
 MC0668;SPC OH N     -   205,050.      501,910.      MT  (+/- 180 meters Scaled)
 MC0668
 MC0668                          SUPERSEDED SURVEY CONTROL
 MC0668
 MC0668  NAVD 88 (06/15/91)  198.179  (m)          650.19   (f) UNKNOWN     1 1
 MC0668  NGVD 29 (??/??/92)  198.372  (m)          650.83   (f) ADJ UNCH    1 1
 MC0668
 MC0668.Superseded values are not recommended for survey control.
 MC0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0668.See file dsdata.txt to determine how the superseded data were derived.
 MC0668
 MC0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF767985(NAD 83)
 MC0668_MARKER: DD = SURVEY DISK
 MC0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0668_SP_SET: CONCRETE POST
 MC0668_STAMPING: 651 TT 6 HO 1934
 MC0668_MARK LOGO: USGS  
 MC0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0668+STABILITY: SURFACE MOTION
 MC0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0668+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0668
 MC0668  HISTORY     - Date     Condition        Report By
 MC0668  HISTORY     - 1934     MONUMENTED       USGS
 MC0668  HISTORY     - 1968     GOOD             CGS
 MC0668  HISTORY     - 19930715 GOOD             NGS
 MC0668
 MC0668                          STATION DESCRIPTION
 MC0668
 MC0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0668'3.4 MI NE FROM HASKINS.
 MC0668'3.4 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0668'THE CROSSING OF STATE HIGHWAY 64 AT HASKINS, THENCE 0.3 MILE
 MC0668'NORTH ALONG HULL PRAIRIE ROAD, 62 1/2 FEET SOUTHWEST OF THE
 MC0668'CENTER OF THE INTERSECTION OF FIVE POINTS ROAD, 50 1/2 FEET WEST
 MC0668'OF THE CENTER LINE OF HULL PRAIRIE ROAD, 30 1/2 FEET SOUTH OF
 MC0668'THE CENTER LINE OF FIVE POINTS ROAD, 23 1/2 FEET SOUTH OF THE
 MC0668'SOUTHWEST END OF THE WING WALL AT THE SOUTHWEST CORNER OF A
 MC0668'25-FOOT BRIDGE UNDER FIVE POINTS ROAD, 1 1/2 FEET SOUTH OF A
 MC0668'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE
 MC0668'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 MC0668'THE GROUND.
 MC0668
 MC0668                          STATION RECOVERY (1993)
 MC0668
 MC0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0668'5.5 KM (3.40 MI) NORTHEASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM
 MC0668'THE JUNCTION OF STATE HIGHWAY 64 IN HASKINS, THENCE 0.3 KM (0.20 MI)
 MC0668'WESTERLY ALONG FIVE POINTS ROAD, 16.1 M (52.8 FT) WEST OF THE CENTER
 MC0668'OF HULL PRAIRIE ROAD, 11.1 M (36.4 FT) SOUTH OF THE CENTER OF FIVE
 MC0668'POINTS ROAD, 5.0 M (16.4 FT) EAST-SOUTHEAST OF UTILITY POLE NUMBER
 MC0668'1219 3, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, 0.2 M (0.7 FT)
 MC0668'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 MC0668'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0196 ***********************************************************************
 HY0196  DESIGNATION -  6 WSM
 HY0196  PID         -  HY0196
 HY0196  STATE/COUNTY-  OH/LAWRENCE
 HY0196  USGS QUAD   -  ATHALIA (1985)
 HY0196
 HY0196                         *CURRENT SURVEY CONTROL
 HY0196  ___________________________________________________________________
 HY0196* NAD 83(1986)-  38 33 04.     (N)    082 19 36.     (W)     SCALED    
 HY0196* NAVD 88     -       272.859  (meters)     895.20   (feet)  ADJUSTED  
 HY0196  ___________________________________________________________________
 HY0196  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HY0196  DYNAMIC HT  -         272.681 (meters)     894.62  (feet)  COMP
 HY0196  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 HY0196
 HY0196  VERT ORDER  -  SECOND    CLASS 0
 HY0196
 HY0196.The horizontal coordinates were scaled from a topographic map and have
 HY0196.an estimated accuracy of +/- 6 seconds.
 HY0196
 HY0196.The orthometric height was determined by differential leveling
 HY0196.and adjusted by the National Geodetic Survey in June 1991..
 HY0196
 HY0196.The geoid height was determined by GEOID03.
 HY0196
 HY0196.The dynamic height is computed by dividing the NAVD 88
 HY0196.geopotential number by the normal gravity value computed on the
 HY0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0196.degrees latitude (g = 980.6199 gals.).
 HY0196
 HY0196.The modeled gravity was interpolated from observed gravity values.
 HY0196
 HY0196;                    North         East    Units  Estimated Accuracy
 HY0196;SPC OH S     -    61,200.      615,110.      MT  (+/- 180 meters Scaled)
 HY0196
 HY0196                          SUPERSEDED SURVEY CONTROL
 HY0196
 HY0196  NGVD 29 (??/??/92)  273.039  (m)          895.80   (f) ADJ UNCH    2 0
 HY0196
 HY0196.Superseded values are not recommended for survey control.
 HY0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0196.See file dsdata.txt to determine how the superseded data were derived.
 HY0196
 HY0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC843677(NAD 83)
 HY0196_MARKER: DD = SURVEY DISK
 HY0196_SETTING: 66 = SET IN ROCK OUTCROP
 HY0196_SP_SET: ROCK CUT
 HY0196_STAMPING: 896 6 WSM 1957
 HY0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0196+STABILITY: POSITION/ELEVATION WELL
 HY0196
 HY0196  HISTORY     - Date     Condition        Report By
 HY0196  HISTORY     - 1957     MONUMENTED       USGS
 HY0196  HISTORY     - 1958     GOOD             NGS
 HY0196  HISTORY     - 1976     GOOD             NGS
 HY0196
 HY0196                          STATION DESCRIPTION
 HY0196
 HY0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0196'2 MI E FROM PLATFORM.
 HY0196'ABOUT 1.95 MILES EAST ALONG STATE HIGHWAY 217 FROM ITS JUNCTION
 HY0196'WITH STATE HIGHWAY 218 AT PLATFORM, IN SECTION  , T 2N, R 15W,
 HY0196'ABOUT 0.85 MILES EAST OF THE JUNCTION OF GRAVEL ROAD LEADING
 HY0196'SOUTH TO A TWO-STORY BRICK SCHOOL HOUSE, SET IN THE TOP OF A
 HY0196'2 FOOT BY 3 FOOT ROCK PROJECTING 4 INCHES ABOVE THE GROUND, 50
 HY0196'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 86 1/2 FEET
 HY0196'NORTH OF THE NORTHEAST CORNER OF A HOUSE, 6 1/2 FEET WEST OF
 HY0196'THE CENTER LINE OF A DRIVE, 64 FEET SOUTH OF THE CENTER OF THE
 HY0196'JUNCTION OF DRIVE TO HOUSE SOUTH AND UPHILL, ABOUT LEVEL WITH THE
 HY0196'DRIVE AND ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THE
 HY0196'MARK MAY BE REACHED FROM MILLER, LAWRENCE COUNTY, BY GOING
 HY0196'NORTHWEST FOR 1.8 MILES ALONG STATE HIGHWAY 217 FROM ITS
 HY0196'INTERSECTION WITH STATE HIGHWAY 7.
 HY0196
 HY0196                          STATION RECOVERY (1976)
 HY0196
 HY0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1675 ***********************************************************************
 MB1675  DESIGNATION -  60 A
 MB1675  PID         -  MB1675
 MB1675  STATE/COUNTY-  OH/ASHTABULA
 MB1675  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB1675
 MB1675                         *CURRENT SURVEY CONTROL
 MB1675  ___________________________________________________________________
 MB1675* NAD 83(1986)-  41 53 03.     (N)    080 48 06.     (W)     SCALED    
 MB1675* NAVD 88     -       196.972  (meters)     646.23   (feet)  ADJUSTED  
 MB1675  ___________________________________________________________________
 MB1675  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 MB1675  DYNAMIC HT  -         196.901 (meters)     646.00  (feet)  COMP
 MB1675  MODELED GRAV-     980,260.8   (mgal)                       NAVD 88
 MB1675
 MB1675  VERT ORDER  -  FIRST     CLASS II
 MB1675
 MB1675.The horizontal coordinates were scaled from a topographic map and have
 MB1675.an estimated accuracy of +/- 6 seconds.
 MB1675
 MB1675.The orthometric height was determined by differential leveling
 MB1675.and adjusted by the National Geodetic Survey in June 1991..
 MB1675
 MB1675.The geoid height was determined by GEOID03.
 MB1675
 MB1675.The dynamic height is computed by dividing the NAVD 88
 MB1675.geopotential number by the normal gravity value computed on the
 MB1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1675.degrees latitude (g = 980.6199 gals.).
 MB1675
 MB1675.The modeled gravity was interpolated from observed gravity values.
 MB1675
 MB1675;                    North         East    Units  Estimated Accuracy
 MB1675;SPC OH N     -   247,630.      740,960.      MT  (+/- 180 meters Scaled)
 MB1675
 MB1675                          SUPERSEDED SURVEY CONTROL
 MB1675
 MB1675  NGVD 29 (06/03/92)  197.181  (m)          646.92   (f) ADJUSTED    1 2
 MB1675
 MB1675.Superseded values are not recommended for survey control.
 MB1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1675.See file dsdata.txt to determine how the superseded data were derived.
 MB1675
 MB1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG164369(NAD 83)
 MB1675_MARKER: DD = SURVEY DISK
 MB1675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1675_SP_SET: MASSIVE CONCRETE BRIDGE WALKWA
 MB1675_STAMPING: 60 A 78 DW
 MB1675_MARK LOGO: USE   
 MB1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1675
 MB1675  HISTORY     - Date     Condition        Report By
 MB1675  HISTORY     - 1978     MONUMENTED       USE
 MB1675  HISTORY     - 1981     GOOD             NGS
 MB1675  HISTORY     - 19920907 MARK NOT FOUND   USPSQD
 MB1675  HISTORY     - 19931028 MARK NOT FOUND   OHDT
 MB1675
 MB1675                          STATION DESCRIPTION
 MB1675
 MB1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1675'IN ASHTABULA.
 MB1675'IN ASHTABULA, AT THE JUNCTION OF LAKE AND WEST AVENUES, IN TOP AND
 MB1675'ABOUT THE CENTER OF THE NORTHEAST CONCRETE WALKWAY OF THE LAKE AVENUE
 MB1675'BRIDGE OVER THE CONRAIL (AMTRACK) RAILROAD, 8.23 METERS (27.0 FEET)
 MB1675'NORTHEAST OF THE CENTER LINE OF LAKE AVENUE, 4.88 METERS (16.0 FEET)
 MB1675'NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE WALKWAY OF THE BRIDGE,
 MB1675'1.22 METERS (4.0 FEET) SOUTHWEST OF THE NORTHEAST METAL GUARDRAIL OF
 MB1675'THE BRIDGE.
 MB1675'THE MARK IS 0.3 M ABOVE AVENUE.
 MB1675
 MB1675                          STATION RECOVERY (1992)
 MB1675
 MB1675'RECOVERY NOTE BY US POWER SQUADRON 1992 (BO)
 MB1675'MARK NOT FOUND.
 MB1675
 MB1675                          STATION RECOVERY (1993)
 MB1675
 MB1675'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993
 MB1675'--------REPORT BY OHDT ---------YEAR 1993---------CONDITION NOT FOUND
 MB1675'
 MB1675'DISK MISSING BUT FOUND DRILL AREA IN CONCRETE, DISK BELIEVED
 MB1675'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0979 ***********************************************************************
 HY0979  DESIGNATION -  60 JJS
 HY0979  PID         -  HY0979
 HY0979  STATE/COUNTY-  OH/LAWRENCE
 HY0979  USGS QUAD   -  CATLETTSBURG (1985)
 HY0979
 HY0979                         *CURRENT SURVEY CONTROL
 HY0979  ___________________________________________________________________
 HY0979* NAD 83(1986)-  38 27 55.     (N)    082 34 09.     (W)     SCALED    
 HY0979* NAVD 88     -       183.039  (meters)     600.52   (feet)  ADJUSTED  
 HY0979  ___________________________________________________________________
 HY0979  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HY0979  DYNAMIC HT  -         182.917 (meters)     600.12  (feet)  COMP
 HY0979  MODELED GRAV-     979,962.2   (mgal)                       NAVD 88
 HY0979
 HY0979  VERT ORDER  -  SECOND    CLASS 0
 HY0979
 HY0979.The horizontal coordinates were scaled from a topographic map and have
 HY0979.an estimated accuracy of +/- 6 seconds.
 HY0979
 HY0979.The orthometric height was determined by differential leveling
 HY0979.and adjusted by the National Geodetic Survey in June 1991..
 HY0979
 HY0979.The geoid height was determined by GEOID03.
 HY0979
 HY0979.The dynamic height is computed by dividing the NAVD 88
 HY0979.geopotential number by the normal gravity value computed on the
 HY0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0979.degrees latitude (g = 980.6199 gals.).
 HY0979
 HY0979.The modeled gravity was interpolated from observed gravity values.
 HY0979
 HY0979;                    North         East    Units  Estimated Accuracy
 HY0979;SPC OH S     -    51,660.      593,960.      MT  (+/- 180 meters Scaled)
 HY0979
 HY0979                          SUPERSEDED SURVEY CONTROL
 HY0979
 HY0979  NGVD 29 (??/??/92)  183.225  (m)          601.13   (f) ADJ UNCH    2 0
 HY0979
 HY0979.Superseded values are not recommended for survey control.
 HY0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0979.See file dsdata.txt to determine how the superseded data were derived.
 HY0979
 HY0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC631586(NAD 83)
 HY0979_MARKER: DD = SURVEY DISK
 HY0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0979_STAMPING: 60 JJS 1956 601
 HY0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0979+STABILITY: SURFACE MOTION
 HY0979
 HY0979  HISTORY     - Date     Condition        Report By
 HY0979  HISTORY     - 1956     MONUMENTED       USGS
 HY0979  HISTORY     - 1958     GOOD             NGS
 HY0979
 HY0979                          STATION DESCRIPTION
 HY0979
 HY0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0979'4.2 MI E FROM COAL GROVE.
 HY0979'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY 52 FROM THE OHIO RIVER
 HY0979'BRIDGE AT COAL GROVE, THENCE 2.35 MILES EAST ALONG A BLACKTOP
 HY0979'ROAD, IN SECTION 21 OR 16, T 1N, R 17W, AT THE JUNCTION OF A GRAVEL
 HY0979'ROAD NORTH AND A NARROW DIRT ROAD SOUTHWEST, 20 FEET SOUTH OF THE
 HY0979'CENTER LINE OF THE ROAD AND THE CROSSING, 12 1/2 FEET SOUTHEAST
 HY0979'OF THE EAST END OF AN 18-INCH PIPE CULVERT UNDER THE ROAD SOUTHWEST,
 HY0979'33 FEET WEST OF A POWER POLE WITH A TRANSFORMER, 3 1/2 FEET
 HY0979'SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE LINE, ABOUT
 HY0979'4 FEET ABOVE THE LEVEL OF THE ROAD, A USGS DISK SET IN THE TOP
 HY0979'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0146 ***********************************************************************
 HY0146  DESIGNATION -  60 WSM
 HY0146  PID         -  HY0146
 HY0146  STATE/COUNTY-  OH/GALLIA
 HY0146  USGS QUAD   -  ATHALIA (1985)
 HY0146
 HY0146                         *CURRENT SURVEY CONTROL
 HY0146  ___________________________________________________________________
 HY0146* NAD 83(1986)-  38 36 13.     (N)    082 17 48.     (W)     SCALED    
 HY0146* NAVD 88     -       283.269  (meters)     929.36   (feet)  ADJUSTED  
 HY0146  ___________________________________________________________________
 HY0146  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY0146  DYNAMIC HT  -         283.085 (meters)     928.75  (feet)  COMP
 HY0146  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 HY0146
 HY0146  VERT ORDER  -  SECOND    CLASS 0
 HY0146
 HY0146.The horizontal coordinates were scaled from a topographic map and have
 HY0146.an estimated accuracy of +/- 6 seconds.
 HY0146
 HY0146.The orthometric height was determined by differential leveling
 HY0146.and adjusted by the National Geodetic Survey in June 1991..
 HY0146
 HY0146.The geoid height was determined by GEOID03.
 HY0146
 HY0146.The dynamic height is computed by dividing the NAVD 88
 HY0146.geopotential number by the normal gravity value computed on the
 HY0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0146.degrees latitude (g = 980.6199 gals.).
 HY0146
 HY0146.The modeled gravity was interpolated from observed gravity values.
 HY0146
 HY0146;                    North         East    Units  Estimated Accuracy
 HY0146;SPC OH S     -    67,030.      617,710.      MT  (+/- 180 meters Scaled)
 HY0146
 HY0146                          SUPERSEDED SURVEY CONTROL
 HY0146
 HY0146  NGVD 29 (??/??/92)  283.451  (m)          929.96   (f) ADJ UNCH    2 0
 HY0146
 HY0146.Superseded values are not recommended for survey control.
 HY0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0146.See file dsdata.txt to determine how the superseded data were derived.
 HY0146
 HY0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC870735(NAD 83)
 HY0146_MARKER: DD = SURVEY DISK
 HY0146_SETTING: 66 = SET IN ROCK OUTCROP
 HY0146_SP_SET: ROCK CUT
 HY0146_STAMPING: 930 60 WSM 1956
 HY0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0146+STABILITY: POSITION/ELEVATION WELL
 HY0146
 HY0146  HISTORY     - Date     Condition        Report By
 HY0146  HISTORY     - 1956     MONUMENTED       USGS
 HY0146  HISTORY     - 1958     GOOD             NGS
 HY0146  HISTORY     - 1976     MARK NOT FOUND   NGS
 HY0146
 HY0146                          STATION DESCRIPTION
 HY0146
 HY0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0146'1 MI NW FROM CROWN CITY.
 HY0146'ABOUT 1.05 MILES NORTHWEST ALONG STATE HIGHWAY 553 FROM ITS
 HY0146'JUNCTION WITH STATE HIGHWAY 7 AT CROWN CITY, IN SECTION  , T 3N,
 HY0146'R 15W, A USGS DISK SET VERTICALLY IN THE SOUTH FACE OF A 1 1/2
 HY0146'FOOT HIGH AND 6 FEET WIDE LAYER OF ROCK IN A ROCKY CUT, 22 1/2
 HY0146'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET EAST OF
 HY0146'THE CENTER OF THE JUNCTION OF THE SOUTHEAST LEG OF THE JUNCTION
 HY0146'OF THE LUTHER-SUTHERS ROAD AND IS IN THE LINE OF THE CENTER LINE
 HY0146'OF THE SAME LEG OF THE JUNCTION, ABOUT 8 FEET ABOVE THE LEVEL
 HY0146'OF THE DITCH, ABOUT 1 FOOT ABOVE THE LEVEL OF THE CENTER OF THE
 HY0146'SOUTHEAST LEG OF THE JUNCTION OF GRAVEL ROAD LEADING SOUTHWEST,
 HY0146'ABOUT 7 FEET ABOVE THE LEVEL OF HIGHWAY 553.
 HY0146
 HY0146                          STATION RECOVERY (1976)
 HY0146
 HY0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0176 ***********************************************************************
 HY0176  DESIGNATION -  600
 HY0176  PID         -  HY0176
 HY0176  STATE/COUNTY-  OH/LAWRENCE
 HY0176  USGS QUAD   -  WATERLOO (1988)
 HY0176
 HY0176                         *CURRENT SURVEY CONTROL
 HY0176  ___________________________________________________________________
 HY0176* NAD 83(1986)-  38 39 49.     (N)    082 28 25.     (W)     SCALED    
 HY0176* NAVD 88     -       182.520  (meters)     598.82   (feet)  ADJUSTED  
 HY0176  ___________________________________________________________________
 HY0176  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY0176  DYNAMIC HT  -         182.402 (meters)     598.43  (feet)  COMP
 HY0176  MODELED GRAV-     979,974.8   (mgal)                       NAVD 88
 HY0176
 HY0176  VERT ORDER  -  SECOND    CLASS 0
 HY0176
 HY0176.The horizontal coordinates were scaled from a topographic map and have
 HY0176.an estimated accuracy of +/- 6 seconds.
 HY0176
 HY0176.The orthometric height was determined by differential leveling
 HY0176.and adjusted by the National Geodetic Survey in June 1991..
 HY0176
 HY0176.The geoid height was determined by GEOID03.
 HY0176
 HY0176.The dynamic height is computed by dividing the NAVD 88
 HY0176.geopotential number by the normal gravity value computed on the
 HY0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0176.degrees latitude (g = 980.6199 gals.).
 HY0176
 HY0176.The modeled gravity was interpolated from observed gravity values.
 HY0176
 HY0176;                    North         East    Units  Estimated Accuracy
 HY0176;SPC OH S     -    73,670.      602,300.      MT  (+/- 180 meters Scaled)
 HY0176
 HY0176                          SUPERSEDED SURVEY CONTROL
 HY0176
 HY0176  NGVD 29 (??/??/92)  182.707  (m)          599.43   (f) ADJ UNCH    2 0
 HY0176
 HY0176.Superseded values are not recommended for survey control.
 HY0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0176.See file dsdata.txt to determine how the superseded data were derived.
 HY0176
 HY0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC717804(NAD 83)
 HY0176_MARKER: DD = SURVEY DISK
 HY0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0176_SP_SET: ABUTMENT
 HY0176_STAMPING: 600 ADJ 1903
 HY0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0176
 HY0176  HISTORY     - Date     Condition        Report By
 HY0176  HISTORY     - 1903     MONUMENTED       USGS
 HY0176  HISTORY     - 1958     GOOD             NGS
 HY0176
 HY0176                          STATION DESCRIPTION
 HY0176
 HY0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0176'AT ARABIA.
 HY0176'AT ARABIA, SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT
 HY0176'OF STATE HIGHWAY 141 BRIDGE OVER SYMMES CREEK, 11 FEET SOUTH
 HY0176'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH
 HY0176'END OF THE ABUTMENT, A USGS DISK 2 FEET BELOW THE LEVEL OF THE
 HY0176'HIGHWAY, IN SECTION 7, T 3 N, R 16 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0707 ***********************************************************************
 MC0707  DESIGNATION -  600 174
 MC0707  PID         -  MC0707
 MC0707  STATE/COUNTY-  OH/LUCAS
 MC0707  USGS QUAD   -  TOLEDO (1980)
 MC0707
 MC0707                         *CURRENT SURVEY CONTROL
 MC0707  ___________________________________________________________________
 MC0707* NAD 83(1986)-  41 38 38.     (N)    083 32 23.     (W)     SCALED    
 MC0707* NAVD 88     -       182.591  (meters)     599.05   (feet)  ADJUSTED  
 MC0707  ___________________________________________________________________
 MC0707  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 MC0707  DYNAMIC HT  -         182.520 (meters)     598.82  (feet)  COMP
 MC0707  MODELED GRAV-     980,231.6   (mgal)                       NAVD 88
 MC0707
 MC0707  VERT ORDER  -  FIRST     CLASS I
 MC0707
 MC0707.The horizontal coordinates were scaled from a topographic map and have
 MC0707.an estimated accuracy of +/- 6 seconds.
 MC0707
 MC0707.The orthometric height was determined by differential leveling
 MC0707.and adjusted by the National Geodetic Survey in June 1991..
 MC0707
 MC0707.The geoid height was determined by GEOID03.
 MC0707
 MC0707.The dynamic height is computed by dividing the NAVD 88
 MC0707.geopotential number by the normal gravity value computed on the
 MC0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0707.degrees latitude (g = 980.6199 gals.).
 MC0707
 MC0707.The modeled gravity was interpolated from observed gravity values.
 MC0707
 MC0707;                    North         East    Units  Estimated Accuracy
 MC0707;SPC OH N     -   220,090.      513,380.      MT  (+/- 180 meters Scaled)
 MC0707
 MC0707                          SUPERSEDED SURVEY CONTROL
 MC0707
 MC0707  NGVD 29 (??/??/92)  182.788  (m)          599.70   (f) ADJ UNCH    1 1
 MC0707
 MC0707.Superseded values are not recommended for survey control.
 MC0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0707.See file dsdata.txt to determine how the superseded data were derived.
 MC0707
 MC0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG884133(NAD 83)
 MC0707_MARKER: DD = SURVEY DISK
 MC0707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0707_SP_SET: BRIDGE SIDEWALK
 MC0707_STAMPING: 600.174
 MC0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0707
 MC0707  HISTORY     - Date     Condition        Report By
 MC0707  HISTORY     - UNK      MONUMENTED       OH8120
 MC0707  HISTORY     - 1968     GOOD             NGS
 MC0707  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0707  HISTORY     - 1988     GOOD             USPSQD
 MC0707  HISTORY     - 1989     GOOD             USPSQD
 MC0707  HISTORY     - 1989     GOOD             USPSQD
 MC0707  HISTORY     - 19930715 MARK NOT FOUND   NGS
 MC0707
 MC0707                          STATION DESCRIPTION
 MC0707
 MC0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0707'AT TOLEDO.
 MC0707'AT TOLEDO, ALONG SUMMIT STREET, AT THE SUMMIT STREET BRIDGE
 MC0707'OVER SWAN CREEK, 141 FEET NORTHEAST OF THE NORTHEAST CURB OF OLIVER
 MC0707'STREET LEADING TO THE ANTHONY WAYNE BRIDGE OVER THE MAUMEE RIVER,
 MC0707'15 FEET NORTHWEST OF THE NORTHWEST CURB OF SUMMIT STREET, 1.5
 MC0707'FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE BRIDGE, IN THE TOP
 MC0707'OF THE BRIDGE SIDEWALK OVER THE CREEK AND 0.6 FEET SOUTHEAST OF
 MC0707'THE NORTHWEST RAIL OF BRIDGE, ABOUT 1 FOOT ABOVE THE BRIDGE
 MC0707'FLOORING.
 MC0707
 MC0707                          STATION RECOVERY (1980)
 MC0707
 MC0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0707'MARK NOT FOUND.
 MC0707
 MC0707                          STATION RECOVERY (1988)
 MC0707
 MC0707'RECOVERY NOTE BY US POWER SQUADRON 1988 (PS)
 MC0707'RECOVERED IN GOOD CONDITION.
 MC0707
 MC0707                          STATION RECOVERY (1989)
 MC0707
 MC0707'RECOVERY NOTE BY US POWER SQUADRON 1989 (ATK)
 MC0707'RECOVERED IN GOOD CONDITION.
 MC0707
 MC0707                          STATION RECOVERY (1989)
 MC0707
 MC0707'RECOVERY NOTE BY US POWER SQUADRON 1989 (TMK)
 MC0707'RECOVERED IN GOOD CONDITION.
 MC0707
 MC0707                          STATION RECOVERY (1993)
 MC0707
 MC0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1933 ***********************************************************************
 HY1933  DESIGNATION -  602
 HY1933  PID         -  HY1933
 HY1933  STATE/COUNTY-  OH/BROWN
 HY1933  USGS QUAD   -  RUSSELLVILLE (1974)
 HY1933
 HY1933                         *CURRENT SURVEY CONTROL
 HY1933  ___________________________________________________________________
 HY1933* NAD 83(1986)-  38 46 07.     (N)    083 48 58.     (W)     SCALED    
 HY1933* NAVD 88     -       183.524  (meters)     602.11   (feet)  ADJUSTED  
 HY1933  ___________________________________________________________________
 HY1933  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY1933  DYNAMIC HT  -         183.405 (meters)     601.72  (feet)  COMP
 HY1933  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 HY1933
 HY1933  VERT ORDER  -  SECOND    CLASS 0
 HY1933
 HY1933.The horizontal coordinates were scaled from a topographic map and have
 HY1933.an estimated accuracy of +/- 6 seconds.
 HY1933
 HY1933.The orthometric height was determined by differential leveling
 HY1933.and adjusted by the National Geodetic Survey in June 1991..
 HY1933
 HY1933.The geoid height was determined by GEOID03.
 HY1933
 HY1933.The dynamic height is computed by dividing the NAVD 88
 HY1933.geopotential number by the normal gravity value computed on the
 HY1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1933.degrees latitude (g = 980.6199 gals.).
 HY1933
 HY1933.The modeled gravity was interpolated from observed gravity values.
 HY1933
 HY1933;                    North         East    Units  Estimated Accuracy
 HY1933;SPC OH S     -    86,160.      485,620.      MT  (+/- 180 meters Scaled)
 HY1933
 HY1933                          SUPERSEDED SURVEY CONTROL
 HY1933
 HY1933  NGVD 29 (??/??/92)  183.748  (m)          602.85   (f) ADJ UNCH    2 0
 HY1933
 HY1933.Superseded values are not recommended for survey control.
 HY1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1933.See file dsdata.txt to determine how the superseded data were derived.
 HY1933
 HY1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC553948(NAD 83)
 HY1933_MARKER: P = PIPE CAP
 HY1933_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1933_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1933_STAMPING: OHIO 602
 HY1933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1933
 HY1933  HISTORY     - Date     Condition        Report By
 HY1933  HISTORY     - UNK      MONUMENTED       USGS
 HY1933  HISTORY     - 1936     GOOD             NGS
 HY1933
 HY1933                          STATION DESCRIPTION
 HY1933
 HY1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 HY1933'2.6 MI N FROM RIPLEY.
 HY1933'2.6 MILES NORTH ALONG U.S. HIGHWAY 62 FROM THE JUNCTION OF U.S.
 HY1933'HIGHWAY 52 AT RIPLEY, BROWN COUNTY, 70 FEET SOUTH OF THE
 HY1933'SOUTHWEST CORNER OF A RED BLACKSMITH SHOP, 30 FEET SOUTH OF THE
 HY1933'CENTERLINE OF A GRAVEL ROAD LEADING EAST, 15 FEET NORTHEAST OF
 HY1933'THE NORTHEAST CORNER OF A WOODEN BRIDGE, 15 FEET EAST OF THE
 HY1933'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE ROADWAY.  A UNITED
 HY1933'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED OHIO 602 AND
 HY1933'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0434 ***********************************************************************
 JY0434  DESIGNATION -  605
 JY0434  PID         -  JY0434
 JY0434  STATE/COUNTY-  OH/ROSS
 JY0434  USGS QUAD   -  RICHMOND DALE (1992)
 JY0434
 JY0434                         *CURRENT SURVEY CONTROL
 JY0434  ___________________________________________________________________
 JY0434* NAD 83(1986)-  39 13 02.     (N)    082 45 49.     (W)     SCALED    
 JY0434* NAVD 88     -       184.284  (meters)     604.61   (feet)  ADJUSTED  
 JY0434  ___________________________________________________________________
 JY0434  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JY0434  DYNAMIC HT  -         184.171 (meters)     604.23  (feet)  COMP
 JY0434  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 JY0434
 JY0434  VERT ORDER  -  FIRST     CLASS II
 JY0434
 JY0434.The horizontal coordinates were scaled from a topographic map and have
 JY0434.an estimated accuracy of +/- 6 seconds.
 JY0434
 JY0434.The orthometric height was determined by differential leveling
 JY0434.and adjusted by the National Geodetic Survey in June 1991..
 JY0434
 JY0434.The geoid height was determined by GEOID03.
 JY0434
 JY0434.The dynamic height is computed by dividing the NAVD 88
 JY0434.geopotential number by the normal gravity value computed on the
 JY0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0434.degrees latitude (g = 980.6199 gals.).
 JY0434
 JY0434.The modeled gravity was interpolated from observed gravity values.
 JY0434
 JY0434;                    North         East    Units  Estimated Accuracy
 JY0434;SPC OH S     -   135,160.      577,240.      MT  (+/- 180 meters Scaled)
 JY0434
 JY0434                          SUPERSEDED SURVEY CONTROL
 JY0434
 JY0434  NGVD 29 (??/??/92)  184.460  (m)          605.18   (f) ADJ UNCH    1 2
 JY0434
 JY0434.Superseded values are not recommended for survey control.
 JY0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0434.See file dsdata.txt to determine how the superseded data were derived.
 JY0434
 JY0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD477423(NAD 83)
 JY0434_MARKER: DD = SURVEY DISK
 JY0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0434_SP_SET: PIER FOUNDATION
 JY0434_STAMPING: 605
 JY0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0434
 JY0434  HISTORY     - Date     Condition        Report By
 JY0434  HISTORY     - UNK      MONUMENTED       USGS
 JY0434  HISTORY     - 1943     GOOD             NGS
 JY0434
 JY0434                          STATION DESCRIPTION
 JY0434
 JY0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0434'0.2 MI E FROM WEST JUNCTION.
 JY0434'0.2 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY0434'STATION AND INTERLOCKING TOWER AT WEST JUNCTION, ROSS COUNTY, 4
 JY0434'RAILS EAST OF POLE 112+25, AT A HIGHWAY OVERPASS, IN THE CONCRETE
 JY0434'FOUNDATION OF THE SOUTHEAST PIER, 9 FEET SOUTH OF THE SOUTH RAIL
 JY0434'OF THE SOUTH TRACK, AND ABOUT 8 INCHES LOWER THAN THE TRACK.
 JY0434'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 605 AND
 JY0434'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1113 ***********************************************************************
 HY1113  DESIGNATION -  605
 HY1113  PID         -  HY1113
 HY1113  STATE/COUNTY-  OH/SCIOTO
 HY1113  USGS QUAD   -  MINFORD (1990)
 HY1113
 HY1113                         *CURRENT SURVEY CONTROL
 HY1113  ___________________________________________________________________
 HY1113* NAD 83(1986)-  38 48 29.     (N)    082 45 34.     (W)     SCALED    
 HY1113* NAVD 88     -       185.091  (meters)     607.25   (feet)  ADJUSTED  
 HY1113  ___________________________________________________________________
 HY1113  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HY1113  DYNAMIC HT  -         184.971 (meters)     606.86  (feet)  COMP
 HY1113  MODELED GRAV-     979,979.7   (mgal)                       NAVD 88
 HY1113
 HY1113  VERT ORDER  -  SECOND    CLASS 0
 HY1113
 HY1113.The horizontal coordinates were scaled from a topographic map and have
 HY1113.an estimated accuracy of +/- 6 seconds.
 HY1113
 HY1113.The orthometric height was determined by differential leveling
 HY1113.and adjusted by the National Geodetic Survey in June 1991..
 HY1113.WARNING-Repeat measurements at this control monument indicate possible
 HY1113.vertical movement.
 HY1113
 HY1113.The geoid height was determined by GEOID03.
 HY1113
 HY1113.The dynamic height is computed by dividing the NAVD 88
 HY1113.geopotential number by the normal gravity value computed on the
 HY1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1113.degrees latitude (g = 980.6199 gals.).
 HY1113
 HY1113.The modeled gravity was interpolated from observed gravity values.
 HY1113
 HY1113;                    North         East    Units  Estimated Accuracy
 HY1113;SPC OH S     -    89,740.      577,470.      MT  (+/- 180 meters Scaled)
 HY1113
 HY1113                          SUPERSEDED SURVEY CONTROL
 HY1113
 HY1113  NGVD 29 (??/??/92)  185.267  (m)          607.83   (f) ADJ UNCH    2 0
 HY1113
 HY1113.Superseded values are not recommended for survey control.
 HY1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1113.See file dsdata.txt to determine how the superseded data were derived.
 HY1113
 HY1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC472969(NAD 83)
 HY1113_MARKER: P = PIPE CAP
 HY1113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1113_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1113_STAMPING: OHIO 605 607.712
 HY1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1113
 HY1113  HISTORY     - Date     Condition        Report By
 HY1113  HISTORY     - UNK      MONUMENTED       USGS
 HY1113  HISTORY     - 1958     POOR             NGS
 HY1113
 HY1113                          STATION DESCRIPTION
 HY1113
 HY1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1113'2.2 MI W FROM SOUTH WEBSTER.
 HY1113'ABOUT 2.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1113'FROM THE STATION AT SOUTH WEBSTER, IN SECTION 21, T 4N, R 19W,
 HY1113'NEAR MILEAGE POLE 39-21, AT EDMONDS, IN THE FORK OF THE MAIN
 HY1113'TRACK AND THE SPUR TRACK NORTHWEST, 10 FEET NORTH OF NORTH RAIL
 HY1113'OF MAIN TRACK, 10 FEET SOUTHWEST OF SOUTHWEST RAIL OF SPUR TRACK.
 HY1113'117 FEET EAST OF THE NORTHEAST CORNER OF RAILROAD BRIDGE 374,
 HY1113'42 FEET SOUTHEAST OF THE MILEAGE POLE, ABOUT LEVEL WITH BOTH
 HY1113'TRACKS, A USGS CAP ON AN IRON PIPE PROJECTING 18 INCHES.  NOTE-- THE
 HY1113'MARK IS LEANING TO THE SOUTH PRETTY BADLY, THE ROD WAS HELD
 HY1113'ON THE U.S. IN THE (U.S. GEOLOGICAL SURVEY), IT WAS NOT STRAIGHTENED
 HY1113'UP FOR IT WAS IN USE BY MINING COMPANIES IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2352 ***********************************************************************
 HY2352  DESIGNATION -  608
 HY2352  PID         -  HY2352
 HY2352  STATE/COUNTY-  OH/ADAMS
 HY2352  USGS QUAD   -  BUENA VISTA (1984)
 HY2352
 HY2352                         *CURRENT SURVEY CONTROL
 HY2352  ___________________________________________________________________
 HY2352* NAD 83(1995)-  38 39 35.86885(N)    083 21 37.19551(W)     ADJUSTED  
 HY2352* NAVD 88     -       162.0    (meters)     531.     (feet)  VERTCON   
 HY2352  ___________________________________________________________________
 HY2352  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 HY2352  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HY2352
 HY2352  HORZ ORDER  -  SECOND
 HY2352
 HY2352.The horizontal coordinates were established by classical geodetic methods
 HY2352.and adjusted by the National Geodetic Survey in April 1998..
 HY2352
 HY2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2352
 HY2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2352
 HY2352.The geoid height was determined by GEOID03.
 HY2352
 HY2352;                    North         East     Units Scale Factor Converg.
 HY2352;SPC OH S     -    73,622.489   525,117.120   MT  1.00001523   -0 32 45.2
 HY2352;SPC KY1Z     - 1,260,887.314 1,707,972.430   MT  0.99999839   +1 28 01.8
 HY2352;SPC KY1Z     - 4,136,761.13  5,603,572.88   sFT  0.99999839   +1 28 01.8
 HY2352;SPC KY N     -   129,127.828   577,432.544   MT  0.99996772   +0 33 12.4
 HY2352;SPC KY N     -   423,646.88  1,894,459.94   sFT  0.99996772   +0 33 12.4
 HY2352;UTM  17      - 4,281,686.923   294,627.174   MT  1.00011943   -1 28 30.0
 HY2352
 HY2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2352!SPC OH S     -   0.99997973  x   1.00001523  =   0.99999496
 HY2352!SPC KY1Z     -   0.99997973  x   0.99999839  =   0.99997812
 HY2352!SPC KY N     -   0.99997973  x   0.99996772  =   0.99994745
 HY2352!UTM  17      -   0.99997973  x   1.00011943  =   1.00009916
 HY2352
 HY2352                          SUPERSEDED SURVEY CONTROL
 HY2352
 HY2352  NAD 83(1995)-  38 39 35.86913(N)    083 21 37.19501(W) AD(       ) 2
 HY2352  NAD 83(1986)-  38 39 35.87598(N)    083 21 37.20124(W) AD(       ) 2
 HY2352  NAD 27      -  38 39 35.60700(N)    083 21 37.53000(W) AD(       ) 2
 HY2352  NGVD 29 (07/19/86)  162.2    (m)          532.     (f) VERT ANG       
 HY2352
 HY2352.Superseded values are not recommended for survey control.
 HY2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2352.See file dsdata.txt to determine how the superseded data were derived.
 HY2352
 HY2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9462781687(NAD 83)
 HY2352_MARKER: P = PIPE CAP
 HY2352_SETTING: 0 = UNSPECIFIED SETTING
 HY2352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2352
 HY2352  HISTORY     - Date     Condition        Report By
 HY2352  HISTORY     - 1953     MONUMENTED       USE
 HY2352
 HY2352                          STATION DESCRIPTION
 HY2352
 HY2352'DESCRIBED BY US ENGINEERS 1953 (ELJ)
 HY2352'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF MANCHESTER AND 8 MILES
 HY2352'NORTHWEST OF BUENA VISTA ALONG THE SOUTH SIDE OF US HIGHWAY 52 AND
 HY2352'ON THE PROPERTY OF C A COX.  IT IS 110 FEET SOUTH OF THE CENTER OF
 HY2352'HIGHWAY 52 AND 12 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN.  THE
 HY2352'MARK IS A STANDARD USE CAP ON A 2 INCH IRON PIPE THAT PROJECTS 12
 HY2352'INCHES AND IS STAMPED 608.
 HY2352'
 HY2352'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION COX AND THE
 HY2352'DISTANCE IS 61.92 FEET, 18.873 METERS.
 HY2352'
 HY2352'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 52 AND STATE
 HY2352'HIGHWAY 136 IN THE EAST SECTION OF MANCHESTER GO SOUTHEAST ON HIGHWAY
 HY2352'52 FOR 14.0 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0372 ***********************************************************************
 JZ0372  DESIGNATION -  61
 JZ0372  PID         -  JZ0372
 JZ0372  STATE/COUNTY-  OH/HAMILTON
 JZ0372  USGS QUAD   -  NEWPORT (1987)
 JZ0372
 JZ0372                         *CURRENT SURVEY CONTROL
 JZ0372  ___________________________________________________________________
 JZ0372* NAD 83(1986)-  39 05 38.     (N)    084 23 14.     (W)     SCALED    
 JZ0372* NAVD 88     -       238.007  (meters)     780.86   (feet)  ADJUSTED  
 JZ0372  ___________________________________________________________________
 JZ0372  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0372  DYNAMIC HT  -         237.857 (meters)     780.37  (feet)  COMP
 JZ0372  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 JZ0372
 JZ0372  VERT ORDER  -  FIRST     CLASS II
 JZ0372
 JZ0372.The horizontal coordinates were scaled from a topographic map and have
 JZ0372.an estimated accuracy of +/- 6 seconds.
 JZ0372
 JZ0372.The orthometric height was determined by differential leveling
 JZ0372.and adjusted by the National Geodetic Survey in June 1991..
 JZ0372
 JZ0372.The geoid height was determined by GEOID03.
 JZ0372
 JZ0372.The dynamic height is computed by dividing the NAVD 88
 JZ0372.geopotential number by the normal gravity value computed on the
 JZ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0372.degrees latitude (g = 980.6199 gals.).
 JZ0372
 JZ0372.The modeled gravity was interpolated from observed gravity values.
 JZ0372
 JZ0372;                    North         East    Units  Estimated Accuracy
 JZ0372;SPC OH S     -   123,140.      436,750.      MT  (+/- 180 meters Scaled)
 JZ0372
 JZ0372                          SUPERSEDED SURVEY CONTROL
 JZ0372
 JZ0372  NGVD 29 (??/??/92)  238.187  (m)          781.45   (f) ADJ UNCH    1 2
 JZ0372
 JZ0372.Superseded values are not recommended for survey control.
 JZ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0372.See file dsdata.txt to determine how the superseded data were derived.
 JZ0372
 JZ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ259304(NAD 83)
 JZ0372_MARKER: P = PIPE CAP
 JZ0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0372_SP_SET: SIDEWALK
 JZ0372_STAMPING: 61
 JZ0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0372
 JZ0372  HISTORY     - Date     Condition        Report By
 JZ0372  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0372  HISTORY     - 1947     GOOD             NGS
 JZ0372  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0372
 JZ0372                          STATION DESCRIPTION
 JZ0372
 JZ0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0372'AT MT WASHINGTON.
 JZ0372'IN MT. WASHINGTON, AT THE NORTHWEST CORNER OF BEECHMONT AVENUE
 JZ0372'AND CORBLY ROAD, IN THE SOUTH SIDEWALK OF BEECHMONT AVENUE,
 JZ0372'8 FEET WEST OF THE WEST CURB LINE AND 48.8 FEET NORTH OF THE
 JZ0372'SOUTH EDGE OF THE WEST SIDEWALK OF CORBLY ROAD, 0.25 FOOT BELOW
 JZ0372'THE SIDEWALK AND COVERED BY A ONE-FOOT SQUARE REMOVABLE BRASS
 JZ0372'PLATE.
 JZ0372
 JZ0372                          STATION RECOVERY (1985)
 JZ0372
 JZ0372'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3309 ***********************************************************************
 KY3309  DESIGNATION -  61 001 1 P CO
 KY3309  PID         -  KY3309
 KY3309  STATE/COUNTY-  OH/PORTAGE
 KY3309  USGS QUAD   -  ALLIANCE (1994)
 KY3309
 KY3309                         *CURRENT SURVEY CONTROL
 KY3309  ___________________________________________________________________
 KY3309* NAD 83(1995)-  40 59 16.13213(N)    081 00 09.47599(W)     ADJUSTED  
 KY3309* NAVD 88     -       328.     (meters)    1076.     (feet)  VERTCON   
 KY3309  ___________________________________________________________________
 KY3309  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 KY3309  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KY3309
 KY3309  HORZ ORDER  -  SECOND
 KY3309
 KY3309.The horizontal coordinates were established by classical geodetic methods
 KY3309.and adjusted by the National Geodetic Survey in April 1998..
 KY3309
 KY3309.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3309
 KY3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3309
 KY3309.The geoid height was determined by GEOID03.
 KY3309
 KY3309;                    North         East     Units Scale Factor Converg.
 KY3309;SPC OH N     -   147,789.499   725,990.778   MT  0.99994011   +0 59 01.3
 KY3309;UTM  17      - 4,537,404.358   499,778.586   MT  0.99960000   -0 00 06.2
 KY3309
 KY3309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3309!SPC OH N     -   0.99995386  x   0.99994011  =   0.99989397
 KY3309!UTM  17      -   0.99995386  x   0.99960000  =   0.99955388
 KY3309
 KY3309                          SUPERSEDED SURVEY CONTROL
 KY3309
 KY3309  NAD 83(1986)-  40 59 16.13679(N)    081 00 09.47904(W) AD(       ) 2
 KY3309  NAD 27      -  40 59 15.92591(N)    081 00 10.14717(W) AD(       ) 2
 KY3309  NGVD 29 (07/19/86)  328.     (m)         1076.     (f) VERT ANG       
 KY3309
 KY3309.Superseded values are not recommended for survey control.
 KY3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3309.See file dsdata.txt to determine how the superseded data were derived.
 KY3309
 KY3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9977937404(NAD 83)
 KY3309_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3309+STABILITY: SURFACE MOTION
 KY3309
 KY3309  HISTORY     - Date     Condition        Report By
 KY3309  HISTORY     - 1977     MONUMENTED       OH-133
 KY3309
 KY3309                          STATION DESCRIPTION
 KY3309
 KY3309'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3309'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF SEBRING, 4 MILES
 KY3309'SOUTHEAST OF DEERFIELD, 1 MILE EAST OF NORTH BENTONN, AND ON
 KY3309'THE RIGHT-OF-WAY OF WESTERN RESERVE ROAD, TOWNSHIP HIGHWAY 78.
 KY3309'
 KY3309'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3309'AND STATE ROUTE 14 AT DEERFIELD, GO SOUTHEAST ON ALTERNATE
 KY3309'STATE ROUTE 14 FOR 3.5 MILES TO NORTH BENTON AND THE
 KY3309'INTERSECTION OF HELSEL ROAD.  TURN LEFT AND GO NORTHEAST ON
 KY3309'HELSEL ROAD FOR 0.2 MILE TO THE Y-INTERSECTION OF WESTERN
 KY3309'RESERVE ROAD AND TOWNSHIP HIGHWAY 63, HARTZELL ROAD.  BEAR
 KY3309'RIGHT AND GO EAST ON WESTERN RESERVE ROAD FOR 0.3 MILE TO
 KY3309'THE STATION ON THE LEFT.
 KY3309'
 KY3309'STATION MARK, STAMPED---61-001-1 1977---, IS A PORTAGE COUNTY
 KY3309'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KY3309'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 159.8 FEET
 KY3309'NORTHWEST OF THE MONUMENT BOX AT THE SOUTHEAST CORNER OF
 KY3309'PORTAGE COUNTY, 87.4 FEET SOUTHEAST OF A 32-INCH MAPLE TREE,
 KY3309'82.0 FEET SOUTHWEST OF A 28-INCH MULTI TRUNK MAPLE TREE, AND
 KY3309'12.5 FEET NORTH OF THE CENTERLINE OF WESTERN RESERVE ROAD.
 KY3309'
 KY3309'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3309'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 KY3309'STATION 50 002 1 P CO CAN BE USED AS AN
 KY3309'AZIMUTH MARK.
 KY3309'
 KY3309'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3308 ***********************************************************************
 KY3308  DESIGNATION -  61 001 2
 KY3308  PID         -  KY3308
 KY3308  STATE/COUNTY-  OH/MAHONING
 KY3308  USGS QUAD   -  ALLIANCE (1994)
 KY3308
 KY3308                         *CURRENT SURVEY CONTROL
 KY3308  ___________________________________________________________________
 KY3308* NAD 83(1995)-  40 59 16.01393(N)    081 00 07.42136(W)     ADJUSTED  
 KY3308* NAVD 88     -       327.     (meters)    1073.     (feet)  VERTCON   
 KY3308  ___________________________________________________________________
 KY3308  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 KY3308  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KY3308
 KY3308  HORZ ORDER  -  SECOND
 KY3308
 KY3308.The horizontal coordinates were established by classical geodetic methods
 KY3308.and adjusted by the National Geodetic Survey in April 1998..
 KY3308
 KY3308.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3308
 KY3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3308
 KY3308.The geoid height was determined by GEOID03.
 KY3308
 KY3308;                    North         East     Units Scale Factor Converg.
 KY3308;SPC OH N     -   147,786.678   726,038.858   MT  0.99994011   +0 59 02.7
 KY3308;UTM  17      - 4,537,400.712   499,826.594   MT  0.99960000   -0 00 04.9
 KY3308
 KY3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3308!SPC OH N     -   0.99995402  x   0.99994011  =   0.99989413
 KY3308!UTM  17      -   0.99995402  x   0.99960000  =   0.99955403
 KY3308
 KY3308                          SUPERSEDED SURVEY CONTROL
 KY3308
 KY3308  NAD 83(1986)-  40 59 16.01859(N)    081 00 07.42442(W) AD(       ) 2
 KY3308  NAD 27      -  40 59 15.80772(N)    081 00 08.09261(W) AD(       ) 2
 KY3308  NGVD 29 (07/19/86)  327.     (m)         1073.     (f) VERT ANG       
 KY3308
 KY3308.Superseded values are not recommended for survey control.
 KY3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3308.See file dsdata.txt to determine how the superseded data were derived.
 KY3308
 KY3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9982737401(NAD 83)
 KY3308_MARKER: Z = SEE DESCRIPTION
 KY3308_SETTING: 0 = UNSPECIFIED SETTING
 KY3308_MARK LOGO: OH-133
 KY3308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3308
 KY3308  HISTORY     - Date     Condition        Report By
 KY3308  HISTORY     - 1977     MONUMENTED       OH-133
 KY3308
 KY3308                          STATION DESCRIPTION
 KY3308
 KY3308'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3308'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF SEBRING, 4 MILES
 KY3308'SOUTHEAST OF DEERFIELD, 1 MILE EAST OF NORTH BENTON, AND ON THE
 KY3308'RIGHT-OF-WAY OF WESTERN RESERVE ROAD, TOWNSHIP HIGHWAY 78.
 KY3308'
 KY3308'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3308'TOWNSHIP HIGHWAY 63, HARTZELL ROAD.  BEAR RIGHT AND GO EAST ON
 KY3308'WESTERN RESERVE ROAD FOR 0.3 MILES TO STATION IN A MONUMENT BOX
 KY3308'IN THE CENTER OF WESTERN RESERVE ROAD.
 KY3308'AND STATE ROUTE 14 AT DEERFIELD, GO SOUTHEAST ON ALTERNATE
 KY3308'STATE ROUTE 14 FOR 3.5 MILES TO NORTH BENTON AND THE
 KY3308'INTERSECTION OF HELSEL ROAD.  TURN LEFT AND GO NORTHEAST
 KY3308'ON HELSEL ROAD FOR 0.2 MILE TO THE Y-INTERSECTION OF
 KY3308'TOWNSHIP HIGHWAY 78, WESTERN RESERVE ROAD, AND
 KY3308'
 KY3308'STATION MARK IS THE CENTER OF AN IRON PIPE IN A 12-INCH IRON
 KY3308'MONUMENT BOX WITH METAL LID AND FLUSH WITH THE ROAD SURFACE
 KY3308'AND AT THE SOUTHEAST CORNER OF PORTAGE COUNTY.  IT IS 159.8
 KY3308'FEET SOUTHEAST OF AZIMUTH MARK 61 001 1 P CO , 40.6 FEET SOUTH
 KY3308'OF TELEPHONE AND POWER POLE NUMBER 354N-75, 23.1 FEET SOUTH OF
 KY3308'A 36-INCH MAPLE TREE, AND IN THE CENTERLINE OF WESTERN RESERVE
 KY3308'ROAD.
 KY3308'
 KY3308'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3308'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 KY3308'STATION 50 002 1 P CO AND 61 001 1 P CO CAN BE USED AS
 KY3308'AZIMUTH MARKS.
 KY3308'
 KY3308'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2361 ***********************************************************************
 MB2361  DESIGNATION -  61 003 1 P CO
 MB2361  PID         -  MB2361
 MB2361  STATE/COUNTY-  OH/PORTAGE
 MB2361  USGS QUAD   -  DEERFIELD (1994)
 MB2361
 MB2361                         *CURRENT SURVEY CONTROL
 MB2361  ___________________________________________________________________
 MB2361* NAD 83(1995)-  41 00 16.95050(N)    081 00 17.84717(W)     ADJUSTED  
 MB2361* NAVD 88     -       315.     (meters)    1033.     (feet)  VERTCON   
 MB2361  ___________________________________________________________________
 MB2361  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 MB2361  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB2361
 MB2361  HORZ ORDER  -  SECOND
 MB2361
 MB2361.The horizontal coordinates were established by classical geodetic methods
 MB2361.and adjusted by the National Geodetic Survey in April 1998..
 MB2361
 MB2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2361
 MB2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2361
 MB2361.The geoid height was determined by GEOID03.
 MB2361
 MB2361;                    North         East     Units Scale Factor Converg.
 MB2361;SPC OH N     -   149,661.897   725,762.983   MT  0.99993974   +0 58 55.8
 MB2361;UTM  17      - 4,539,279.759   499,583.092   MT  0.99960000   -0 00 11.7
 MB2361
 MB2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2361!SPC OH N     -   0.99995590  x   0.99993974  =   0.99989564
 MB2361!UTM  17      -   0.99995590  x   0.99960000  =   0.99955592
 MB2361
 MB2361                          SUPERSEDED SURVEY CONTROL
 MB2361
 MB2361  NAD 83(1986)-  41 00 16.95522(N)    081 00 17.85006(W) AD(       ) 2
 MB2361  NAD 27      -  41 00 16.74567(N)    081 00 18.51910(W) AD(       ) 2
 MB2361  NGVD 29 (07/19/86)  315.     (m)         1033.     (f) VERT ANG       
 MB2361
 MB2361.Superseded values are not recommended for survey control.
 MB2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2361.See file dsdata.txt to determine how the superseded data were derived.
 MB2361
 MB2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9958339280(NAD 83)
 MB2361_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2361+STABILITY: SURFACE MOTION
 MB2361
 MB2361  HISTORY     - Date     Condition        Report By
 MB2361  HISTORY     - 1977     MONUMENTED       OH-133
 MB2361
 MB2361                          STATION DESCRIPTION
 MB2361
 MB2361'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2361'THE STATION IS ABOUT 7-1/2 MILES SOUTHEAST OF PALMYRA, 2-3/4
 MB2361'MILES SOUTHEAST OF DEERFIELD, 1-1/2 MILES NORTHWEST OF NORTH
 MB2361'BENTON, AND ON THE RIGHT-OF-WAY OF A PRIVATE DRIVE ON HARTZELL
 MB2361'ROAD, TOWNSHIP HIGHWAY 63.
 MB2361'
 MB2361'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MB2361'224 AND STATE ROUTE 14 IN DEERFIELD, GO SOUTHEAST OF ALTERNATE
 MB2361'STATE ROUTE 14 FOR
 MB2361'3.5 MILES TO THE INTERSECTION OF WESTERN RESERVE ROAD,
 MB2361'TOWNSHIP HIGHWAY 78.  TURN RIGHT AND GO WEST FOR 1.2 MILES TO THE
 MB2361'INTERSECTION OF HEISEL ROAD, TOWNSHIP HIGHWAY 63.  TURN RIGHT
 MB2361'AND GO NORTH 1.2 MILES TO THE STATION ON THE RIGHT.
 MB2361'
 MB2361'STATION MARK, STAMPED---61-003-1 1977---, IS A PORTAGE COUNTY
 MB2361'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2361'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 51.9 FEET
 MB2361'NORTHEAST OF TELEPHONE POLE, 13.0 FEET EAST OF THE
 MB2361'CENTERLINE OF A PRIVATE DRIVE GOING TO THE BOAT RAMP
 MB2361'AT DUTCH HARBOR MARINA, 12.0 FEET NORTHWEST OF THE
 MB2361'NORTHWEST CORNER OF AN OUT HOUSE, AND 6.7 FEET SOUTHWEST
 MB2361'OF A TWIN TRUNK 8-INCH ASH TREE.
 MB2361'
 MB2361'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2361'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2361'STATION 51 001 1 P CO CAN BE USED AS AZIMUTH MARK
 MB2361'
 MB2361'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2360 ***********************************************************************
 MB2360  DESIGNATION -  61 005 1 P CO
 MB2360  PID         -  MB2360
 MB2360  STATE/COUNTY-  OH/PORTAGE
 MB2360  USGS QUAD   -  DEERFIELD (1994)
 MB2360
 MB2360                         *CURRENT SURVEY CONTROL
 MB2360  ___________________________________________________________________
 MB2360* NAD 83(1995)-  41 01 19.68543(N)    081 00 17.71857(W)     ADJUSTED  
 MB2360* NAVD 88     -       316.     (meters)    1037.     (feet)  VERTCON   
 MB2360  ___________________________________________________________________
 MB2360  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 MB2360  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2360
 MB2360  HORZ ORDER  -  SECOND
 MB2360
 MB2360.The horizontal coordinates were established by classical geodetic methods
 MB2360.and adjusted by the National Geodetic Survey in April 1998..
 MB2360
 MB2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2360
 MB2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2360
 MB2360.The geoid height was determined by GEOID03.
 MB2360
 MB2360;                    North         East     Units Scale Factor Converg.
 MB2360;SPC OH N     -   151,596.818   725,732.816   MT  0.99993946   +0 58 55.9
 MB2360;UTM  17      - 4,541,214.256   499,586.205   MT  0.99960000   -0 00 11.6
 MB2360
 MB2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2360!SPC OH N     -   0.99995574  x   0.99993946  =   0.99989521
 MB2360!UTM  17      -   0.99995574  x   0.99960000  =   0.99955576
 MB2360
 MB2360                          SUPERSEDED SURVEY CONTROL
 MB2360
 MB2360  NAD 83(1986)-  41 01 19.69014(N)    081 00 17.72128(W) AD(       ) 2
 MB2360  NAD 27      -  41 01 19.48132(N)    081 00 18.39125(W) AD(       ) 2
 MB2360  NGVD 29 (07/19/86)  316.     (m)         1037.     (f) VERT ANG       
 MB2360
 MB2360.Superseded values are not recommended for survey control.
 MB2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2360.See file dsdata.txt to determine how the superseded data were derived.
 MB2360
 MB2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9958641214(NAD 83)
 MB2360_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2360+STABILITY: SURFACE MOTION
 MB2360
 MB2360  HISTORY     - Date     Condition        Report By
 MB2360  HISTORY     - 1977     MONUMENTED       OH-133
 MB2360
 MB2360                          STATION DESCRIPTION
 MB2360
 MB2360'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2360'THE STATION IS ABOUT 6 MILES SOUTHEAST OF PALMYRA, 2-1/2
 MB2360'MILES NORTHEAST OF NORTH BENTON, 2-1/2 MILES EAST OF DEERFIELD,
 MB2360'AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 224.
 MB2360'
 MB2360'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MB2360'224 AND STATE ROUTE 14 IN DEERFIELD, GO EAST ON U.S.
 MB2360'HIGHWAY 224 FOR 2.0 MILES TO THE INTERSECTION OF COUNTY
 MB2360'HIGHWAY 75, BONNER ROAD.  CONTINUE EAST ON U.S. HIGHWAY
 MB2360'224 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 MB2360'
 MB2360'STATION MARK, STAMPED---61-005-1 1977---, IS A PORTAGE COUNTY
 MB2360'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2360'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 24.6 FEET
 MB2360'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 224, 72.2 FEET NORTHEAST
 MB2360'OF A 9-INCH HICKORY TREE, 18.0 FEET NORTHWEST OF A 5-INCH
 MB2360'HICKORY TREE, AND 3.5 FEET SOUTH OF A GUARD RAIL POST WITH A
 MB2360'P. K. SPIKE IN THE TOP.
 MB2360'
 MB2360'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2360'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2360'STATION 51 001 1 P CO CAN BE USED AS AZIMUTH MARK.
 MB2360'
 MB2360'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3310 ***********************************************************************
 KY3310  DESIGNATION -  61 013 1 P CO
 KY3310  PID         -  KY3310
 KY3310  STATE/COUNTY-  OH/PORTAGE
 KY3310  USGS QUAD   -  ALLIANCE (1994)
 KY3310
 KY3310                         *CURRENT SURVEY CONTROL
 KY3310  ___________________________________________________________________
 KY3310* NAD 83(1995)-  40 59 36.29697(N)    081 01 51.01818(W)     ADJUSTED  
 KY3310* NAVD 88     -       320.     (meters)    1050.     (feet)  VERTCON   
 KY3310  ___________________________________________________________________
 KY3310  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 KY3310  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KY3310
 KY3310  HORZ ORDER  -  SECOND
 KY3310
 KY3310.The horizontal coordinates were established by classical geodetic methods
 KY3310.and adjusted by the National Geodetic Survey in April 1998..
 KY3310
 KY3310.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3310
 KY3310.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3310
 KY3310.The geoid height was determined by GEOID03.
 KY3310
 KY3310;                    North         East     Units Scale Factor Converg.
 KY3310;SPC OH N     -   148,371.061   723,607.218   MT  0.99993998   +0 57 54.6
 KY3310;UTM  17      - 4,538,026.614   497,406.187   MT  0.99960008   -0 01 12.8
 KY3310
 KY3310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3310!SPC OH N     -   0.99995511  x   0.99993998  =   0.99989509
 KY3310!UTM  17      -   0.99995511  x   0.99960008  =   0.99955521
 KY3310
 KY3310                          SUPERSEDED SURVEY CONTROL
 KY3310
 KY3310  NAD 83(1986)-  40 59 36.30184(N)    081 01 51.02119(W) AD(       ) 2
 KY3310  NAD 27      -  40 59 36.09107(N)    081 01 51.68662(W) AD(       ) 2
 KY3310  NGVD 29 (07/19/86)  320.     (m)         1050.     (f) VERT ANG       
 KY3310
 KY3310.Superseded values are not recommended for survey control.
 KY3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3310.See file dsdata.txt to determine how the superseded data were derived.
 KY3310
 KY3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9740638027(NAD 83)
 KY3310_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3310+STABILITY: SURFACE MOTION
 KY3310
 KY3310  HISTORY     - Date     Condition        Report By
 KY3310  HISTORY     - 1977     MONUMENTED       OH-133
 KY3310
 KY3310                          STATION DESCRIPTION
 KY3310
 KY3310'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3310'THE STATION IS ABOUT 4-1/2 MILES NORTH OF SEBRING, 2-1/2 MILES
 KY3310'SOUTHEAST OF DEERFIELD, 1 MILE NORTHWEST OF NORTH BENTON, AND
 KY3310'ON THE RIGHT-OF-WAY OF SEBRING ROAD, TOWNSHIP HIGHWAY 62.
 KY3310'
 KY3310'TO REACH THE STATION FROM THE INTERSECTION OF
 KY3310'U.S. HIGHWAY 224 AND STATE ROUTE 14 IN DEERFIELD,
 KY3310'GO SOUTHEASTERLY ON
 KY3310'ALTERNATE STATE ROUTE 14 FOR 2.25 MILES TO THE
 KY3310'INTERSECTION OF TOWNSHIP HIGHWAY 62, SEBRING ROAD.  TURN RIGHT
 KY3310'AND GO SOUTH ON SEBRING ROAD FOR 0.3 MILE TO THE INTERSECTION OF
 KY3310'TOWNSHIP HIGHWAY 58, WAGNER ROAD.  CONTINUE SOUTH ON SEBRING
 KY3310'ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 KY3310'
 KY3310'STATION MARK, STAMPED---61-013-1 1977---, IS A PORTAGE COUNTY
 KY3310'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KY3310'POST THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 38.5
 KY3310'FEET SOUTHEAST OF THE NORTH END OF A 12-INCH CORREGATED METAL
 KY3310'PIPE WEST OF SEBRING ROAD, 33.5 FEET SOUTHEAST OF THE SOUTH END
 KY3310'OF THE METAL PIPE, AND 19.7 FEET EAST OF THE CENTERLINE OF
 KY3310'SEBRING ROAD.
 KY3310'
 KY3310'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3310'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 KY3310'STATION 61 024 1 P CO CAN BE USED AS AZIMUTH MARK.
 KY3310'
 KY3310'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2368 ***********************************************************************
 MB2368  DESIGNATION -  61 017 1 P CO
 MB2368  PID         -  MB2368
 MB2368  STATE/COUNTY-  OH/PORTAGE
 MB2368  USGS QUAD   -  DEERFIELD (1994)
 MB2368
 MB2368                         *CURRENT SURVEY CONTROL
 MB2368  ___________________________________________________________________
 MB2368* NAD 83(1995)-  41 01 28.56657(N)    081 01 46.30540(W)     ADJUSTED  
 MB2368* NAVD 88     -       322.     (meters)    1056.     (feet)  VERTCON   
 MB2368  ___________________________________________________________________
 MB2368  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 MB2368  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2368
 MB2368  HORZ ORDER  -  SECOND
 MB2368
 MB2368.The horizontal coordinates were established by classical geodetic methods
 MB2368.and adjusted by the National Geodetic Survey in April 1998..
 MB2368
 MB2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2368
 MB2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2368
 MB2368.The geoid height was determined by GEOID03.
 MB2368
 MB2368;                    North         East     Units Scale Factor Converg.
 MB2368;SPC OH N     -   151,835.549   723,658.962   MT  0.99993942   +0 57 57.7
 MB2368;UTM  17      - 4,541,488.524   497,517.466   MT  0.99960008   -0 01 09.8
 MB2368
 MB2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2368!SPC OH N     -   0.99995480  x   0.99993942  =   0.99989422
 MB2368!UTM  17      -   0.99995480  x   0.99960008  =   0.99955490
 MB2368
 MB2368                          SUPERSEDED SURVEY CONTROL
 MB2368
 MB2368  NAD 83(1986)-  41 01 28.57143(N)    081 01 46.30808(W) AD(       ) 2
 MB2368  NAD 27      -  41 01 28.36200(N)    081 01 46.97533(W) AD(       ) 2
 MB2368  NGVD 29 (07/19/86)  322.     (m)         1056.     (f) VERT ANG       
 MB2368
 MB2368.Superseded values are not recommended for survey control.
 MB2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2368.See file dsdata.txt to determine how the superseded data were derived.
 MB2368
 MB2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9751741489(NAD 83)
 MB2368_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2368+STABILITY: SURFACE MOTION
 MB2368
 MB2368  HISTORY     - Date     Condition        Report By
 MB2368  HISTORY     - 1977     MONUMENTED       OH-133
 MB2368
 MB2368                          STATION DESCRIPTION
 MB2368
 MB2368'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2368'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF PALMYRA, 3 MILES
 MB2368'NORTH OF NORTH BENTON, 1 MILE EAST OF DEERFIELD, AND ON THE
 MB2368'RIGHT-OF-WAY OF U.S. HIGHWAY 224.
 MB2368'
 MB2368'FOR 1.05 MILES TO THE INTERSECTION OF COUNTY HIGHWAY 73,
 MB2368'MAHONING ROAD, AND THE STATION ON THE RIGHT.
 MB2368'
 MB2368'STATION MARK, STAMPED---61-017-1 1977---, IS A PORTAGE COUNTY
 MB2368'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2368'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 35.5 FEET
 MB2368'NORTHWEST OF THE NORTHWEST CORNER OF AN OLD TWO STORY HOUSE,
 MB2368'26.7 FEET EAST OF A TELEPHONE POLE, 23.2 FEET SOUTH
 MB2368'OF THE CENTERLINE OF U.S. HIGHWAY 224, AND 6.0 FEET NORTH OF A
 MB2368'ROUGH FENCE.
 MB2368'
 MB2368'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2368'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2368'STATION 61 019 1 P CO CAN BE USED AS AZIMUTH MARK.
 MB2368'
 MB2368'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2374 ***********************************************************************
 MB2374  DESIGNATION -  61 019 1 P CO
 MB2374  PID         -  MB2374
 MB2374  STATE/COUNTY-  OH/PORTAGE
 MB2374  USGS QUAD   -  DEERFIELD (1994)
 MB2374
 MB2374                         *CURRENT SURVEY CONTROL
 MB2374  ___________________________________________________________________
 MB2374* NAD 83(1995)-  41 01 29.06892(N)    081 02 15.46668(W)     ADJUSTED  
 MB2374* NAVD 88     -       321.0    (meters)    1053.     (feet)  VERTCON   
 MB2374  ___________________________________________________________________
 MB2374  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 MB2374  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB2374
 MB2374  HORZ ORDER  -  SECOND
 MB2374
 MB2374.The horizontal coordinates were established by classical geodetic methods
 MB2374.and adjusted by the National Geodetic Survey in April 1998..
 MB2374
 MB2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2374
 MB2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2374
 MB2374.The geoid height was determined by GEOID03.
 MB2374
 MB2374;                    North         East     Units Scale Factor Converg.
 MB2374;SPC OH N     -   151,839.589   722,977.568   MT  0.99993942   +0 57 38.5
 MB2374;UTM  17      - 4,541,504.276   496,836.474   MT  0.99960012   -0 01 28.9
 MB2374
 MB2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2374!SPC OH N     -   0.99995492  x   0.99993942  =   0.99989435
 MB2374!UTM  17      -   0.99995492  x   0.99960012  =   0.99955506
 MB2374
 MB2374:                Primary Azimuth Mark                     Grid Az
 MB2374:SPC OH N     -  61 017 1 P CO                            090 20 23.0
 MB2374:UTM  17      -  61 017 1 P CO                            091 19 30.4
 MB2374
 MB2374|---------------------------------------------------------------------|
 MB2374| PID    Reference Object                     Distance      Geod. Az  |
 MB2374|                                                           dddmmss.s |
 MB2374| MB2368 61 017 1 P CO                       APPROX. 0.7 KM 0911801.5 |
 MB2374| MB2375 61 029 1 P CO                       APPROX. 0.6 KM 2683306.9 |
 MB2374|---------------------------------------------------------------------|
 MB2374
 MB2374                          SUPERSEDED SURVEY CONTROL
 MB2374
 MB2374  NAD 83(1986)-  41 01 29.07383(N)    081 02 15.46937(W) AD(       ) 2
 MB2374  NAD 27      -  41 01 28.86415(N)    081 02 16.13569(W) AD(       ) 2
 MB2374  NGVD 29 (07/19/86)  321.2    (m)         1054.     (f) VERT ANG       
 MB2374
 MB2374.Superseded values are not recommended for survey control.
 MB2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2374.See file dsdata.txt to determine how the superseded data were derived.
 MB2374
 MB2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9683641504(NAD 83)
 MB2374_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2374+STABILITY: SURFACE MOTION
 MB2374
 MB2374  HISTORY     - Date     Condition        Report By
 MB2374  HISTORY     - 1977     MONUMENTED       OH-133
 MB2374
 MB2374                          STATION DESCRIPTION
 MB2374
 MB2374'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2374'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF PALMYRA, 3 MILES
 MB2374'NORTHWEST OF NORTH BENTON, 3/4 MILE EAST OF DEERFIELD, AND ON
 MB2374'THE RIGHT-OF-WAY OF U.S. HIGHWAY 224.
 MB2374'
 MB2374'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14
 MB2374'GO EAST ON U.S. HIGHWAY 224 FOR 0.2 MILE TO AZIMUTH MARK 61
 MB2374'029 1 P CO ON THE RIGHT.  CONTINUE EAST ON STATE ROUTE 224, 0.4
 MB2374'MILE TO THE STATION ON THE LEFT, CONTINUE EAST ON U.S.
 MB2374'HIGHWAY 224 FOR 0.45 MILE TO THE INTERSECTION OF MAHONING ROAD,
 MB2374'COUNTY HIGHWAY 73, AND AZIMUTH MARK 61 017 1 P CO ON THE RIGHT.
 MB2374'
 MB2374'STATION MARKS, STAMPED---61-019-1 1977---, ARE PORTAGE COUNTY
 MB2374'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2374'CYLINDRICAL CONCRETE POST THAT
 MB2374'IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 107.2 FEET EAST OF
 MB2374'THE EAST END OF THE NORTH BRIDGE HEADWALL ON U.S. HIGHWAY 224,
 MB2374'51.6 FEET SOUTHWEST TO THE SOUTHWEST CORNER OF A HOUSE, ADDRESS
 MB2374'NUMBER 9799, 28.3 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 MB2374'224, 24.0 FEET SOUTHWEST FROM A DOUBLE TRUNK 8-INCH APPLE
 MB2374'TREE, AND 14.8 FEET EAST OF TELEPHONE POLE NUMBER DF 225.
 MB2374'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MB2374'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2374'
 MB2374'AZIMUTH MARK 61 029 1 P CO, STAMPED---61-029-1 1977---, IS A
 MB2374'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2374'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2374'SURFACE.  IT IS 56.0 FEET SOUTHEAST OF A POWER AND TELEPHONE
 MB2374'POLE NUMBER DF 210, 46 FEET WEST OF A 12-INCH MAPLE TREE, 23
 MB2374'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 224, 16.3 FEET
 MB2374'NORTHWEST OF A REINFORCEMENT ROD NEXT TO AN 8-INCH MAPLE TREE,
 MB2374'AND 13.8 FEET EAST OF A TELEPHONE POLE.
 MB2374'
 MB2374'AZIMUTH MARK 61 017 1 P CO, STAMPED---61-017-1 1977---, IS A
 MB2374'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2374'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2374'SURFACE.  IT IS 35.5 FEET NORTHWEST TO THE NORTHWEST CORNER OF
 MB2374'AN OLD TWO STORY HOUSE, 26.7 FEET EAST OF A TELEPHONE POLE,
 MB2374'23.2 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 224,
 MB2374'AND 6 FEET NORTH OF A ROUGH FENCE.
 MB2374'
 MB2374'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2374'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2374'
 MB2374'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3317 ***********************************************************************
 KY3317  DESIGNATION -  61 024 1 P CO
 KY3317  PID         -  KY3317
 KY3317  STATE/COUNTY-  OH/PORTAGE
 KY3317  USGS QUAD   -  ALLIANCE (1994)
 KY3317
 KY3317                         *CURRENT SURVEY CONTROL
 KY3317  ___________________________________________________________________
 KY3317* NAD 83(1995)-  40 59 43.86093(N)    081 02 25.84116(W)     ADJUSTED  
 KY3317* NAVD 88     -       322.8    (meters)    1059.     (feet)  VERTCON   
 KY3317  ___________________________________________________________________
 KY3317  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 KY3317  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KY3317
 KY3317  HORZ ORDER  -  SECOND
 KY3317
 KY3317.The horizontal coordinates were established by classical geodetic methods
 KY3317.and adjusted by the National Geodetic Survey in April 1998..
 KY3317
 KY3317.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3317
 KY3317.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3317
 KY3317.The geoid height was determined by GEOID03.
 KY3317
 KY3317;                    North         East     Units Scale Factor Converg.
 KY3317;SPC OH N     -   148,590.685   722,789.553   MT  0.99993993   +0 57 31.7
 KY3317;UTM  17      - 4,538,260.188   496,592.696   MT  0.99960014   -0 01 35.7
 KY3317
 KY3317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3317!SPC OH N     -   0.99995464  x   0.99993993  =   0.99989457
 KY3317!UTM  17      -   0.99995464  x   0.99960014  =   0.99955480
 KY3317
 KY3317|---------------------------------------------------------------------|
 KY3317| PID    Reference Object                     Distance      Geod. Az  |
 KY3317|                                                           dddmmss.s |
 KY3317| KY3316 61 024 1 P CO PTA                     5.930 METERS 08734     |
 KY3317| KY3310 61 013 1 P CO                       APPROX. 0.8 KM 1055936.8 |
 KY3317| KY3311 61 026 1 P CO                       418.055 METERS 2713132.4 |
 KY3317|---------------------------------------------------------------------|
 KY3317
 KY3317                          SUPERSEDED SURVEY CONTROL
 KY3317
 KY3317  NAD 83(1986)-  40 59 43.86586(N)    081 02 25.84415(W) AD(       ) 2
 KY3317  NAD 27      -  40 59 43.65487(N)    081 02 26.50857(W) AD(       ) 2
 KY3317  NGVD 29 (07/19/86)  323.0    (m)         1060.     (f) VERT ANG       
 KY3317
 KY3317.Superseded values are not recommended for survey control.
 KY3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3317.See file dsdata.txt to determine how the superseded data were derived.
 KY3317
 KY3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9659338260(NAD 83)
 KY3317_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3317+STABILITY: SURFACE MOTION
 KY3317
 KY3317  HISTORY     - Date     Condition        Report By
 KY3317  HISTORY     - 1977     MONUMENTED       OH-133
 KY3317
 KY3317                          STATION DESCRIPTION
 KY3317
 KY3317'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3317'THE STATION IS ABOUT 4-3/4 MILES NORTH OF SEBRING, 2 MILES
 KY3317'SOUTHEAST OF DEERFIELD, 1-3/4 MILES NORTHWEST OF NORTH BENTON,
 KY3317'AND ON THE RIGHT-OF-WAY OF WAGNER ROAD, TOWNSHIP HIGHWAY 58.
 KY3317'
 KY3317'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3317'AND STATE ROUTE 14 AT DEERFIELD,
 KY3317'GO SOUTHEAST ON ALTERNATE STATE ROUTE 14 FOR 2.25 MILES TO THE
 KY3317'INTERSECTION OF SEBRING ROAD, TOWNSHIP HIGHWAY 62, TURN RIGHT
 KY3317'AND GO SOUTH ON SEBRING ROAD FOR 0.3 MILE TO
 KY3317'THE INTERSECTION OF WAGNER ROAD, TOWNSHIP HIGHWAY 58.  (GO
 KY3317'SOUTH ON SEBRING ROAD FOR 0.15 MILE TO
 KY3317'AZIMUTH MARK 61 013 1 P CO ON THE LEFT.)
 KY3317'TURN RIGHT AND GO WEST ON WAGNER ROAD FOR 0.5
 KY3317'MILE TO THE STATION ON THE LEFT.  CONTINUE WEST ON
 KY3317'WAGNER ROAD FOR 0.45 MILE TO AZIMUTH MARK 61 026 1 P
 KY3317'CO ON THE RIGHT.
 KY3317'
 KY3317'STATION MARKS, STAMPED---61-024-1 1977---, ARE PORTAGE COUNTY
 KY3317'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 KY3317'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 KY3317'SURFACE.  IT IS 103.5 FEET SOUTHWEST OF A 20-INCH ELM TREE,
 KY3317'47.0 FEET SOUTHEAST OF A CORNER FENCE AND GATE POST, AND 16.2
 KY3317'FEET SOUTH OF THE CENTERLINE OF WAGNER
 KY3317'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KY3317'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 KY3317'
 KY3317'AZIMUTH MARK 61 026 1 P CO, STAMPED---61-026-1 1977---, IS A
 KY3317'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 KY3317'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 KY3317'SURFACE.  IT IS 72.0 FEET EAST OF AN 8-INCH EVERGREEN TREE,
 KY3317'64.0 FEET NORTHWEST OF A 30-INCH PIN OAK TREE IN A DISTINCT
 KY3317'TREE ROW RUNNING NORTH AND SOUTH ON THE SOUTH SIDE OF THE ROAD,
 KY3317'16.0 FEET NORTH OF THE CENTERLINE OF
 KY3317'WAGNER ROAD AND ABOUT 1 FOOT SOUTH OF A ROUGH
 KY3317'FENCE.
 KY3317'
 KY3317'AZIMUTH MARK 61 013 1 P CO, STAMPED---61-013-1 1977---, IS A
 KY3317'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 KY3317'CYLINDRICAL CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND
 KY3317'SURFACE.  IT IS 252.7 FEET SOUTH OF A 15-INCH HICKORY TREE
 KY3317'ON THE EAST SIDE OF SEBRING ROAD, 38.5 FEET SOUTHEAST OF
 KY3317'THE NORTH END OF A CORREGATED METAL PIPE ON THE WEST SIDE OF
 KY3317'SEBRING ROAD, 33.5 FEET EAST OF THE SOUTH
 KY3317'END OF SAME PIPE, AND 19.7 FEET EAST OF THE CENTERLINE OF
 KY3317'SEBRING ROAD.
 KY3317'
 KY3317'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3317'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 KY3317'
 KY3317'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3311 ***********************************************************************
 KY3311  DESIGNATION -  61 026 1 P CO
 KY3311  PID         -  KY3311
 KY3311  STATE/COUNTY-  OH/PORTAGE
 KY3311  USGS QUAD   -  ALLIANCE (1994)
 KY3311
 KY3311                         *CURRENT SURVEY CONTROL
 KY3311  ___________________________________________________________________
 KY3311* NAD 83(1995)-  40 59 44.22136(N)    081 02 43.72147(W)     ADJUSTED  
 KY3311* NAVD 88     -       323.     (meters)    1060.     (feet)  VERTCON   
 KY3311  ___________________________________________________________________
 KY3311  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 KY3311  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KY3311
 KY3311  HORZ ORDER  -  SECOND
 KY3311
 KY3311.The horizontal coordinates were established by classical geodetic methods
 KY3311.and adjusted by the National Geodetic Survey in April 1998..
 KY3311
 KY3311.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3311
 KY3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3311
 KY3311.The geoid height was determined by GEOID03.
 KY3311
 KY3311;                    North         East     Units Scale Factor Converg.
 KY3311;SPC OH N     -   148,594.821   722,371.544   MT  0.99993993   +0 57 20.0
 KY3311;UTM  17      - 4,538,271.508   496,174.962   MT  0.99960018   -0 01 47.4
 KY3311
 KY3311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3311!SPC OH N     -   0.99995464  x   0.99993993  =   0.99989457
 KY3311!UTM  17      -   0.99995464  x   0.99960018  =   0.99955484
 KY3311
 KY3311                          SUPERSEDED SURVEY CONTROL
 KY3311
 KY3311  NAD 83(1986)-  40 59 44.22632(N)    081 02 43.72445(W) AD(       ) 2
 KY3311  NAD 27      -  40 59 44.01519(N)    081 02 44.38830(W) AD(       ) 2
 KY3311  NGVD 29 (07/19/86)  323.     (m)         1060.     (f) VERT ANG       
 KY3311
 KY3311.Superseded values are not recommended for survey control.
 KY3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3311.See file dsdata.txt to determine how the superseded data were derived.
 KY3311
 KY3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9617538272(NAD 83)
 KY3311_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3311+STABILITY: SURFACE MOTION
 KY3311
 KY3311  HISTORY     - Date     Condition        Report By
 KY3311  HISTORY     - 1977     MONUMENTED       OH-133
 KY3311
 KY3311                          STATION DESCRIPTION
 KY3311
 KY3311'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3311'THE STATION IS ABOUT 4-1/2 MILES NORTH OF SEBRING, 2 MILES
 KY3311'SOUTH OF DEERFIELD, 2 MILES NORTHWEST OF NORTH BENTON, AND ON
 KY3311'THE RIGHT-OF-WAY OF WAGNER ROAD, TOWNSHIP HIGHWAY 58.
 KY3311'
 KY3311'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3311'AND STATE ROUTE 14 IN DEERFIELD, GO SOUTHEASTERLY ON
 KY3311'ALTERNATE STATE
 KY3311'ROUTE 14 FOR 2.25 MILES TO THE INTERSECTION OF TOWNSHIP HIGHWAY 62
 KY3311'SEBRING ROAD.  TURN RIGHT AND GO SOUTH ON SEBRING ROAD FOR 0.3
 KY3311'MILE TO THE INTERSECTION OF TOWNSHIP HIGHWAY 58, WAGNER ROAD.
 KY3311'TURN RIGHT AND GO WEST ON WAGNER ROAD FOR 0.95 MILE TO THE
 KY3311'STATION ON THE RIGHT.
 KY3311'
 KY3311'STATION MARK, STAMPED---61-026-1 1977---, IS A PORTAGE COUNTY
 KY3311'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KY3311'POST SET FLUSH WITH THE GROUND SURFACE.  IT IS 72.0 FEET EAST
 KY3311'OF AN 8-INCH EVERGREEN, 64.0 FEET NORTHWEST OF A 30-INCH PIN
 KY3311'OAK IN A TREE ROW RUNNING NORTH AND SOUTH ON THE SOUTH SIDE OF
 KY3311'WAGNER ROAD, 16.0 FEET NORTH OF THE CENTERLINE OF WAGNER ROAD,
 KY3311'AND 1 FOOT SOUTH OF A FENCE ALONG THE NORTH OF WAGNER
 KY3311'ROAD.
 KY3311'
 KY3311'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3311'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 KY3311'STATION 61 024 1 P CO CAN BE USED AS AZIMUTH MARK.
 KY3311'
 KY3311'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2375 ***********************************************************************
 MB2375  DESIGNATION -  61 029 1 P CO
 MB2375  PID         -  MB2375
 MB2375  STATE/COUNTY-  OH/PORTAGE
 MB2375  USGS QUAD   -  DEERFIELD (1994)
 MB2375
 MB2375                         *CURRENT SURVEY CONTROL
 MB2375  ___________________________________________________________________
 MB2375* NAD 83(1995)-  41 01 28.54755(N)    081 02 42.65364(W)     ADJUSTED  
 MB2375* NAVD 88     -       327.     (meters)    1073.     (feet)  VERTCON   
 MB2375  ___________________________________________________________________
 MB2375  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 MB2375  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MB2375
 MB2375  HORZ ORDER  -  SECOND
 MB2375
 MB2375.The horizontal coordinates were established by classical geodetic methods
 MB2375.and adjusted by the National Geodetic Survey in April 1998..
 MB2375
 MB2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2375
 MB2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2375
 MB2375.The geoid height was determined by GEOID03.
 MB2375
 MB2375;                    North         East     Units Scale Factor Converg.
 MB2375;SPC OH N     -   151,812.887   722,342.818   MT  0.99993942   +0 57 20.7
 MB2375;UTM  17      - 4,541,488.500   496,201.574   MT  0.99960018   -0 01 46.8
 MB2375
 MB2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2375!SPC OH N     -   0.99995401  x   0.99993942  =   0.99989344
 MB2375!UTM  17      -   0.99995401  x   0.99960018  =   0.99955421
 MB2375
 MB2375                          SUPERSEDED SURVEY CONTROL
 MB2375
 MB2375  NAD 83(1986)-  41 01 28.55250(N)    081 02 42.65633(W) AD(       ) 2
 MB2375  NAD 27      -  41 01 28.34258(N)    081 02 43.32175(W) AD(       ) 2
 MB2375  NGVD 29 (07/19/86)  327.     (m)         1073.     (f) VERT ANG       
 MB2375
 MB2375.Superseded values are not recommended for survey control.
 MB2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2375.See file dsdata.txt to determine how the superseded data were derived.
 MB2375
 MB2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9620241489(NAD 83)
 MB2375_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2375+STABILITY: SURFACE MOTION
 MB2375
 MB2375  HISTORY     - Date     Condition        Report By
 MB2375  HISTORY     - 1977     MONUMENTED       OH-133
 MB2375
 MB2375                          STATION DESCRIPTION
 MB2375
 MB2375'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2375'THE STATION IS ABOUT 4 MILES SOUTHEAST OF YALE, 3 MILES
 MB2375'NORTHWEST OF NORTH BENTON, 1/2 MILE EAST OF DEERFIELD, AND ON
 MB2375'THE RIGHT-OF-WAY OF U.S. HIGHWAY 224.
 MB2375'
 MB2375'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MB2375'224 AND STATE ROUTE 14 IN DEERFIELD, GO EAST ON U.S.
 MB2375'HIGHWAY 224 FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 MB2375'
 MB2375'STATION MARK, STAMPED---61-029-1 1977---, IS A PORTAGE COUNTY
 MB2375'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2375'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 56.0 FEET
 MB2375'SOUTHEAST OF A TELEPHONE AND POWER POLE NUMBER DF 210, 46.0
 MB2375'FEET WEST OF A 12-INCH MAPLE TREE, 23.0 FEET SOUTH OF THE
 MB2375'CENTERLINE OF U.S. HIGHWAY 224, 17.3 FEET NORTHWEST OF AN
 MB2375'18-INCH MAPLE TREE, AND 13.8 FEET EAST OF A TELEPHONE POLE.
 MB2375'
 MB2375'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2375'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2375'STATION 61 019 1 P CO CAN BE USED AS AZIMUTH MARK.
 MB2375'
 MB2375'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2411 ***********************************************************************
 MB2411  DESIGNATION -  61 058 1 P CO
 MB2411  PID         -  MB2411
 MB2411  STATE/COUNTY-  OH/PORTAGE
 MB2411  USGS QUAD   -  DEERFIELD (1994)
 MB2411
 MB2411                         *CURRENT SURVEY CONTROL
 MB2411  ___________________________________________________________________
 MB2411* NAD 83(1995)-  41 00 27.71552(N)    081 05 54.97988(W)     ADJUSTED  
 MB2411* NAVD 88     -       319.9    (meters)    1050.     (feet)  VERTCON   
 MB2411  ___________________________________________________________________
 MB2411  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 MB2411  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2411
 MB2411  HORZ ORDER  -  SECOND
 MB2411
 MB2411.The horizontal coordinates were established by classical geodetic methods
 MB2411.and adjusted by the National Geodetic Survey in April 1998..
 MB2411
 MB2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2411
 MB2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2411
 MB2411.The geoid height was determined by GEOID03.
 MB2411
 MB2411;                    North         East     Units Scale Factor Converg.
 MB2411;SPC OH N     -   149,863.107   717,880.680   MT  0.99993969   +0 55 14.3
 MB2411;UTM  17      - 4,539,616.379   491,708.089   MT  0.99960085   -0 03 52.9
 MB2411
 MB2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2411!SPC OH N     -   0.99995508  x   0.99993969  =   0.99989478
 MB2411!UTM  17      -   0.99995508  x   0.99960085  =   0.99955595
 MB2411
 MB2411:                Primary Azimuth Mark                     Grid Az
 MB2411:SPC OH N     -  71 001 1 P CO                            180 24 23.5
 MB2411:UTM  17      -  71 001 1 P CO                            181 23 30.7
 MB2411
 MB2411|---------------------------------------------------------------------|
 MB2411| PID    Reference Object                     Distance      Geod. Az  |
 MB2411|                                                           dddmmss.s |
 MB2411| KY3314 71 001 1 P CO                       APPROX. 1.1 KM 1811937.8 |
 MB2411| MB2412 61 058 1 P CO ECC                     6.620 METERS 18633     |
 MB2411| MB2388 71 004 1 P CO                       APPROX. 1.2 KM 3590431.7 |
 MB2411|---------------------------------------------------------------------|
 MB2411
 MB2411                          SUPERSEDED SURVEY CONTROL
 MB2411
 MB2411  NAD 83(1986)-  41 00 27.72070(N)    081 05 54.98296(W) AD(       ) 2
 MB2411  NAD 27      -  41 00 27.51256(N)    081 05 55.63563(W) AD(       ) 2
 MB2411  NGVD 29 (07/19/86)  320.1    (m)         1050.     (f) VERT ANG       
 MB2411
 MB2411.Superseded values are not recommended for survey control.
 MB2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2411.See file dsdata.txt to determine how the superseded data were derived.
 MB2411
 MB2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9170839616(NAD 83)
 MB2411_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2411+STABILITY: SURFACE MOTION
 MB2411
 MB2411  HISTORY     - Date     Condition        Report By
 MB2411  HISTORY     - 1977     MONUMENTED       OH-133
 MB2411
 MB2411                          STATION DESCRIPTION
 MB2411
 MB2411'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2411'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF YALE, 3 MILES
 MB2411'SOUTHEAST OF ATWATER, 3 MILES SOUTHWEST OF
 MB2411'DEERFIELD, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 225.
 MB2411'
 MB2411'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2411'AND STATE ROUTE 183 AT ATWATER,
 MB2411'GO EAST ON U.S. HIGHWAY 224 FOR 2.6 MILES TO THE
 MB2411'INTERSECTION OF STATE ROUTE 225, TURN RIGHT AND GO SOUTH ON
 MB2411'STATE ROUTE 225 FOR 0.4 MILE TO AZIMUTH MARK 71 004 1 P CO ON
 MB2411'THE RIGHT.  CONTINUE SOUTH ON STATE ROUTE 225 FOR 0.75 MILE TO
 MB2411'THE STATION ON THE LEFT, CONTINUE SOUTH FOR 0.65 MILE TO
 MB2411'AZIMUTH MARK 71 001 1 P CO ON THE LEFT.  CONTINUE SOUTH ON STATE
 MB2411'ROUTE 225 FOR 0.5 MILE TO THE INTERSECTION OF GERMAN CHURCH
 MB2411'ROAD, TOWNSHIP HIGHWAY 49 AND AZIMUTH MARK 61 060 1 P
 MB2411'CO IN THE CENTER OF THE INTERSECTION.
 MB2411'
 MB2411'STATION MARKS, STAMPED---61-058-1 1977---, ARE PORTAGE COUNTY
 MB2411'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2411'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2411'SURFACE.  IT IS 83.8 FEET SOUTHEAST OF POWER POLE NUMBER
 MB2411'69AL/27 AND 34.3 FEET EAST OF THE CENTERLINE OF STATE
 MB2411'ROUTE 225.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MB2411'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2411'
 MB2411'AZIMUTH MARK 71 004 1 P CO, STAMPED---71-004-1 1977---,
 MB2411'IS A PORTAGE
 MB2411'COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2411'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 210
 MB2411'FEET NORTHWEST OF A GUY POLE, 200 FEET NORTH OF A POWER POLE,
 MB2411'73.0 FEET SOUTH OF A POWER POLE, AND 38.5
 MB2411'FEET WEST OF THE CENTERLINE OF STATE ROUTE 225.
 MB2411'
 MB2411'AZIMUTH MARK 71 001 1 P CO, STAMPED---71-001-1 1977---,
 MB2411'IS A PORTAGE
 MB2411'COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2411'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 185
 MB2411'FEET NORTH OF POWER POLE NUMBER 69 AL/41, 73.5 FEET SOUTH OF
 MB2411'POWER POLE NUMBER 69 AL/40, 81.0 FEET SOUTHWEST OF TELEPHONE
 MB2411'POLE NUMBER 14/63, 38.2 FEET WEST OF THE CENTERLINE OF STATE
 MB2411'ROUTE 225, AND 7.2 FEET NORTHEAST OF A 6-INCH ASH TREE.
 MB2411'
 MB2411'AZIMUTH MARK 61 060 1 P CO, IS AN IRON ROD SET IN A 12 BY
 MB2411'12-INCH MONUMENT BOX WITH METAL LID THAT IS FLUSH WITH THE
 MB2411'ROAD SURFACE.  IT IS 80.7 FEET SOUTHEAST OF POWER AND
 MB2411'TELEPHONE POLE NUMBER 1/107, 79.5 FEET SOUTHEAST OF WOODEN
 MB2411'SIGN POST, 75 FEET NORTHEAST OF TELEPHONE AND POWER POLE
 MB2411'NUMBER 70 AL/26, AND LOCATED IN THE CENTER OF THE
 MB2411'INTERSECTION OF STATE ROUTE 225 AND GERMAN CHURCH ROAD,
 MB2411'TOWNSHIP HIGHWAY 49.
 MB2411'
 MB2411'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2411'LIGHT ABOVE STATION MARK WAS 1.5 METERS
 MB2411'
 MB2411'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3313 ***********************************************************************
 KY3313  DESIGNATION -  61 060 1 P CO
 KY3313  PID         -  KY3313
 KY3313  STATE/COUNTY-  OH/PORTAGE
 KY3313  USGS QUAD   -  ALLIANCE (1994)
 KY3313
 KY3313                         *CURRENT SURVEY CONTROL
 KY3313  ___________________________________________________________________
 KY3313* NAD 83(1995)-  40 59 17.06303(N)    081 05 55.73503(W)     ADJUSTED  
 KY3313* NAVD 88     -       323.     (meters)    1060.     (feet)  VERTCON   
 KY3313  ___________________________________________________________________
 KY3313  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 KY3313  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KY3313
 KY3313  HORZ ORDER  -  SECOND
 KY3313
 KY3313.The horizontal coordinates were established by classical geodetic methods
 KY3313.and adjusted by the National Geodetic Survey in April 1998..
 KY3313
 KY3313.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3313
 KY3313.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3313
 KY3313.The geoid height was determined by GEOID03.
 KY3313
 KY3313;                    North         East     Units Scale Factor Converg.
 KY3313;SPC OH N     -   147,683.726   717,898.049   MT  0.99994010   +0 55 13.8
 KY3313;UTM  17      - 4,537,437.761   491,687.985   MT  0.99960085   -0 03 53.3
 KY3313
 KY3313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3313!SPC OH N     -   0.99995463  x   0.99994010  =   0.99989473
 KY3313!UTM  17      -   0.99995463  x   0.99960085  =   0.99955550
 KY3313
 KY3313                          SUPERSEDED SURVEY CONTROL
 KY3313
 KY3313  NAD 83(1986)-  40 59 17.06822(N)    081 05 55.73836(W) AD(       ) 2
 KY3313  NAD 27      -  40 59 16.85925(N)    081 05 56.39123(W) AD(       ) 2
 KY3313  NGVD 29 (07/19/86)  323.     (m)         1060.     (f) VERT ANG       
 KY3313
 KY3313.Superseded values are not recommended for survey control.
 KY3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3313.See file dsdata.txt to determine how the superseded data were derived.
 KY3313
 KY3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9168837438(NAD 83)
 KY3313_MARKER: Z = SEE DESCRIPTION
 KY3313_SETTING: 0 = UNSPECIFIED SETTING
 KY3313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3313
 KY3313  HISTORY     - Date     Condition        Report By
 KY3313  HISTORY     - 1977     MONUMENTED       OH-133
 KY3313  HISTORY     - 20041106 GOOD             USPSQD
 KY3313
 KY3313                          STATION DESCRIPTION
 KY3313
 KY3313'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3313'THE STATION IS ABOUT 5-1/4 MILES SOUTH OF YALE, 3-3/4 MILES
 KY3313'SOUTHWEST OF DEERFIELD, 3-1/2 MILES SOUTHEAST OF ATWATER, AND
 KY3313'ON THE RIGHT-OF-WAY OF STATE ROUTE 225.
 KY3313'
 KY3313'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 KY3313'224 AND STATE ROUTE 183 AT ATWATER, GO EAST ON U.S. HIGHWAY 224
 KY3313'FOR 2.6 MILES
 KY3313'TO THE INTERSECTION OF STATE ROUTE 225, TURN RIGHT AND GO SOUTH
 KY3313'2.3 MILES TO THE INTERSECTION OF GERMAN CHURCH ROAD, TOWNSHIP
 KY3313'HIGHWAY 49, AND THE STATION IN A MONUMENT BOX IN THE CENTER OF
 KY3313'THE INTERSECTION.
 KY3313'
 KY3313'STATION MARK IS AN IRON ROD, SET IN A MONUMENT BOX THAT IS
 KY3313'FLUSH WITH THE ROAD SURFACE.  IT IS 80.7 FEET SOUTHWEST OF
 KY3313'TELEPHONE AND POWER POLE NUMBER 1/107, 79.5 FEET SOUTHEAST
 KY3313'OF A WOODEN SIGN POST, 75 FEET NORTHEAST OF TELEPHONE AND
 KY3313'POWER POLE NUMBER 70AL/26,
 KY3313'AND IN THE CENTER OF THE INTERSECTION OF
 KY3313'STATE ROUTE 225 AND GERMAN CHURCH ROAD.
 KY3313'
 KY3313'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3313'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 KY3313'STATION 61 060 1 P CO CAN BE USED AS AZIMUTH MARK.
 KY3313'
 KY3313'DESCRIBED BY F.J. PINTER
 KY3313
 KY3313                          STATION RECOVERY (2004)
 KY3313
 KY3313'RECOVERY NOTE BY US POWER SQUADRON 2004
 KY3313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2403 ***********************************************************************
 MB2403  DESIGNATION -  61 064 1 P CO
 MB2403  PID         -  MB2403
 MB2403  STATE/COUNTY-  OH/PORTAGE
 MB2403  USGS QUAD   -  DEERFIELD (1994)
 MB2403
 MB2403                         *CURRENT SURVEY CONTROL
 MB2403  ___________________________________________________________________
 MB2403* NAD 83(1995)-  41 03 42.13501(N)    081 00 08.91612(W)     ADJUSTED  
 MB2403* NAVD 88     -       310.5    (meters)    1019.     (feet)  VERTCON   
 MB2403  ___________________________________________________________________
 MB2403  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 MB2403  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2403
 MB2403  HORZ ORDER  -  SECOND
 MB2403
 MB2403.The horizontal coordinates were established by classical geodetic methods
 MB2403.and adjusted by the National Geodetic Survey in April 1998..
 MB2403
 MB2403.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2403
 MB2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2403
 MB2403.The geoid height was determined by GEOID03.
 MB2403
 MB2403;                    North         East     Units Scale Factor Converg.
 MB2403;SPC OH N     -   155,993.792   725,862.981   MT  0.99993915   +0 59 01.7
 MB2403;UTM  17      - 4,545,606.850   499,791.900   MT  0.99960000   -0 00 05.9
 MB2403
 MB2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2403!SPC OH N     -   0.99995658  x   0.99993915  =   0.99989573
 MB2403!UTM  17      -   0.99995658  x   0.99960000  =   0.99955660
 MB2403
 MB2403|---------------------------------------------------------------------|
 MB2403| PID    Reference Object                     Distance      Geod. Az  |
 MB2403|                                                           dddmmss.s |
 MB2403| MB2355 61 064 3                             45.268 METERS 01721     |
 MB2403| MB2362 61 064 2 P CO                       APPROX. 0.7 KM 2031129.6 |
 MB2403| MB2363 62 402 2 P CO                       APPROX. 0.5 KM 2753817.3 |
 MB2403|---------------------------------------------------------------------|
 MB2403
 MB2403                          SUPERSEDED SURVEY CONTROL
 MB2403
 MB2403  NAD 83(1986)-  41 03 42.14011(N)    081 00 08.91811(W) AD(       ) 2
 MB2403  NAD 27      -  41 03 41.93371(N)    081 00 09.58878(W) AD(       ) 2
 MB2403  NGVD 29 (07/19/86)  310.7    (m)         1019.     (f) VERT ANG       
 MB2403
 MB2403.Superseded values are not recommended for survey control.
 MB2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2403.See file dsdata.txt to determine how the superseded data were derived.
 MB2403
 MB2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9979245607(NAD 83)
 MB2403_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2403+STABILITY: SURFACE MOTION
 MB2403
 MB2403  HISTORY     - Date     Condition        Report By
 MB2403  HISTORY     - 1977     MONUMENTED       OH-133
 MB2403
 MB2403                          STATION DESCRIPTION
 MB2403
 MB2403'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2403'THE STATION IS ABOUT 5-1/4 MILES EAST OF YALE, 3-1/2 MILES
 MB2403'SOUTHEAST OF PALMYRA, AND 3-1/2 MILES NORTHEAST OF DEERFIELD,
 MB2403'AND ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY 73, MAHONING ROAD.
 MB2403'
 MB2403'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB2403'ROUTE 225 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO EAST ON
 MB2403'TALLMADGE ROAD FOR 2.6 MILES TO THE INTERSECTION OF COUNTY HIGHWAY
 MB2403'73, MAHONING ROAD, TURN RIGHT AND GO SOUTH FOR 2.5 MILES TO THE
 MB2403'INTERSECTION OF COUNTY HIGHWAY 55, YALE ROAD, AND THE REFERENCE
 MB2403'MARK IN THE CENTER OF THE INTERSECTION.  (TURN RIGHT
 MB2403'ON YALE ROAD AND GO WEST FOR 0.3 MILE TO
 MB2403'AZIMUTH MARK 62 402 2 P CO ON THE RIGHT.) GO SOUTH ON
 MB2403'MAHONING ROAD FOR 100 FEET TO THE STATION ON THE LEFT.  CONTINUE
 MB2403'SOUTH ON MAHONING ROAD FOR 0.35 MILE TO THE TOP
 MB2403'OF A KNOLL AND AZIMUTH MARK 61 064 2 P CO ON THE
 MB2403'LEFT.
 MB2403'
 MB2403'STATION MARKS, STAMPED---61-064-1 1977---, ARE PORTAGE COUNTY
 MB2403'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2403'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2403'SURFACE.  IT IS 73.0 FEET EAST OF TELEPHONE POLE NUMBER SP-925,
 MB2403'63.2 FEET SOUTH OF POWER POLE NUMBER DF 852, AND 21.8 FEET EAST
 MB2403'OF THE CENTERLINE OF MAHONING ROAD.  THE
 MB2403'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 MB2403'42 INCHES BELOW THE GROUND SURFACE.
 MB2403'
 MB2403'AZIMUTH MARK 62 402 2 P CO, STAMPED---62-402-2 1977---, IS A
 MB2403'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2403'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2403'SURFACE.  IT IS 37.8 FEET SOUTHEAST OF A 20-INCH HICKORY TREE,
 MB2403'34.6 FEET WEST OF A 12-INCH DOUBLE-TRUNKED APPLE TREE, AND 19.0
 MB2403'FEET NORTH OF THE CENTERLINE OF YALE ROAD.
 MB2403'
 MB2403'AZIMUTH MARK 61 064 2 P CO, STAMPED---61-064-2 1977---, IS A
 MB2403'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2403'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2403'SURFACE.  IT IS 27.7 FEET SOUTH OF POWER POLE NUMBER 24/10, AND
 MB2403'25.3 FEET EAST OF MAHONING ROAD, 24.0 FEET NORTHWEST OF A
 MB2403'10-INCH OAK TREE, AND IN THE LAWN OF A MOBILE HOME,
 MB2403'ADDRESS NUMBER 2460.
 MB2403'
 MB2403'REFERENCE MARK 61 064 3 P CO, IS A 1 BY 36-INCH IRON ROD
 MB2403'THAT IS 10 INCHES BELOW THE GROUND SURFACE.
 MB2403'IT IS 46.5 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 216CC, 19.8
 MB2403'FEET NORTH OF A 12-INCH OAK TREE, 19.6 FEET SOUTHWEST OF A
 MB2403'6-INCH HICKORY TREE, AND 13.0 FEET EAST OF THE CENTERLINE OF
 MB2403'THE INTERSECTION OF MAHONING AND YALE ROADS.
 MB2403'
 MB2403'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2403'
 MB2403'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2362 ***********************************************************************
 MB2362  DESIGNATION -  61 064 2 P CO
 MB2362  PID         -  MB2362
 MB2362  STATE/COUNTY-  OH/PORTAGE
 MB2362  USGS QUAD   -  DEERFIELD (1994)
 MB2362
 MB2362                         *CURRENT SURVEY CONTROL
 MB2362  ___________________________________________________________________
 MB2362* NAD 83(1995)-  41 03 22.63081(N)    081 00 19.95516(W)     ADJUSTED  
 MB2362* NAVD 88     -       308.     (meters)    1010.     (feet)  VERTCON   
 MB2362  ___________________________________________________________________
 MB2362  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 MB2362  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2362
 MB2362  HORZ ORDER  -  SECOND
 MB2362
 MB2362.The horizontal coordinates were established by classical geodetic methods
 MB2362.and adjusted by the National Geodetic Survey in April 1998..
 MB2362
 MB2362.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2362
 MB2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2362
 MB2362.The geoid height was determined by GEOID03.
 MB2362
 MB2362;                    North         East     Units Scale Factor Converg.
 MB2362;SPC OH N     -   155,387.819   725,615.592   MT  0.99993916   +0 58 54.4
 MB2362;UTM  17      - 4,545,005.424   499,534.214   MT  0.99960000   -0 00 13.1
 MB2362
 MB2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2362!SPC OH N     -   0.99995700  x   0.99993916  =   0.99989616
 MB2362!UTM  17      -   0.99995700  x   0.99960000  =   0.99955702
 MB2362
 MB2362                          SUPERSEDED SURVEY CONTROL
 MB2362
 MB2362  NAD 83(1986)-  41 03 22.63594(N)    081 00 19.95722(W) AD(       ) 2
 MB2362  NAD 27      -  41 03 22.42934(N)    081 00 20.62762(W) AD(       ) 2
 MB2362  NGVD 29 (07/19/86)  308.     (m)         1010.     (f) VERT ANG       
 MB2362
 MB2362.Superseded values are not recommended for survey control.
 MB2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2362.See file dsdata.txt to determine how the superseded data were derived.
 MB2362
 MB2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9953445005(NAD 83)
 MB2362_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2362+STABILITY: SURFACE MOTION
 MB2362
 MB2362  HISTORY     - Date     Condition        Report By
 MB2362  HISTORY     - 1977     MONUMENTED       OH-133
 MB2362
 MB2362                          STATION DESCRIPTION
 MB2362
 MB2362'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2362'THE STATION IS ABOUT 5 MILES EAST OF YALE, 4 MILES
 MB2362'SOUTHEAST OF PALMYRA, 3-1/4 MILES NORTHEAST OF DEERFIELD, AND
 MB2362'ON THE RIGHT-OF-WAY OF MAHONING ROAD, COUNTY HIGHWAY 73.
 MB2362'
 MB2362'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB2362'ROUTE 225 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO EAST ON
 MB2362'TALLMADGE ROAD FOR 2.6 MILES TO THE
 MB2362'INTERSECTION OF MAHONING ROAD.  TURN RIGHT
 MB2362'AND GO SOUTH FOR 2.5 MILES TO THE INTERSECTION OF COUNTY HIGHWAY
 MB2362'55, YALE ROAD.  CONTINUE SOUTH ON MAHONING ROAD
 MB2362'FOR 0.35 MILE TO THE TOP OF A KNOLL AND THE STATION ON THE
 MB2362'LEFT.
 MB2362'
 MB2362'STATION MARK, STAMPED---61-064-2 1977---, IS A PORTAGE COUNTY
 MB2362'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2362'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 27.7 FEET
 MB2362'SOUTH OF POWER POLE NUMBER 24/10, AND 25.3 FEET EAST OF
 MB2362'MAHONING ROAD, 24.0 FEET NORTHWEST OF A 10-INCH OAK TREE, AND
 MB2362'IN THE LAWN OF A MOBILE HOME, ADDRESS NUMBER 2460.
 MB2362'
 MB2362'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2362'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2362'STATION 61 064 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2362'
 MB2362'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2355 ***********************************************************************
 MB2355  DESIGNATION -  61 064 3
 MB2355  PID         -  MB2355
 MB2355  STATE/COUNTY-  OH/MAHONING
 MB2355  USGS QUAD   -  DEERFIELD (1994)
 MB2355
 MB2355                         *CURRENT SURVEY CONTROL
 MB2355  ___________________________________________________________________
 MB2355* NAD 83(1995)-  41 03 43.53568(N)    081 00 08.33803(W)     ADJUSTED  
 MB2355* NAVD 88     -       312.     (meters)    1024.     (feet)  VERTCON   
 MB2355  ___________________________________________________________________
 MB2355  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 MB2355  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2355
 MB2355  HORZ ORDER  -  SECOND
 MB2355
 MB2355.The horizontal coordinates were established by classical geodetic methods
 MB2355.and adjusted by the National Geodetic Survey in April 1998..
 MB2355
 MB2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2355
 MB2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2355
 MB2355.The geoid height was determined by GEOID03.
 MB2355
 MB2355;                    North         East     Units Scale Factor Converg.
 MB2355;SPC OH N     -   156,037.224   725,875.734   MT  0.99993915   +0 59 02.1
 MB2355;UTM  17      - 4,545,650.041   499,805.394   MT  0.99960000   -0 00 05.5
 MB2355
 MB2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2355!SPC OH N     -   0.99995637  x   0.99993915  =   0.99989553
 MB2355!UTM  17      -   0.99995637  x   0.99960000  =   0.99955639
 MB2355
 MB2355                          SUPERSEDED SURVEY CONTROL
 MB2355
 MB2355  NAD 83(1986)-  41 03 43.54078(N)    081 00 08.34003(W) AD(       ) 2
 MB2355  NAD 27      -  41 03 43.33439(N)    081 00 09.01070(W) AD(       ) 2
 MB2355  NGVD 29 (07/19/86)  312.     (m)         1024.     (f) VERT ANG       
 MB2355
 MB2355.Superseded values are not recommended for survey control.
 MB2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2355.See file dsdata.txt to determine how the superseded data were derived.
 MB2355
 MB2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9980545650(NAD 83)
 MB2355_MARKER: Z = SEE DESCRIPTION
 MB2355_SETTING: 0 = UNSPECIFIED SETTING
 MB2355_MARK LOGO: OH-133
 MB2355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2355
 MB2355  HISTORY     - Date     Condition        Report By
 MB2355  HISTORY     - 1977     MONUMENTED       OH-133
 MB2355
 MB2355                          STATION DESCRIPTION
 MB2355
 MB2355'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2355'THE STATION IS ABOUT 5-1/4 MILES EAST OF YALE, 3-3/4 MILES
 MB2355'SOUTHEAST OF PALMYRA, 3-3/4 MILES NORTHEAST OF DEERFIELD, AND
 MB2355'ON THE RIGHT-OF-WAY OF MAHONING ROAD, COUNTY HIGHWAY 73.
 MB2355'
 MB2355'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB2355'ROUTE 225 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO EAST ON
 MB2355'TALLMADGE ROAD FOR 2.6 MILES TO THE
 MB2355'INTERSECTION OF MAHONING ROAD.  TURN RIGHT
 MB2355'AND GO SOUTH FOR 2.5 MILES TO THE INTERSECTION OF COUNTY HIGHWAY
 MB2355'55, YALE ROAD, AND THE STATION ON THE EAST SIDE OF THE
 MB2355'T-INTERSECTION.
 MB2355'
 MB2355'STATION MARK IS A 1 BY 36-INCH IRON ROD THAT IS 10 INCHES
 MB2355'BELOW THE GROUND SURFACE.
 MB2355'IT IS 46.5 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 216CC, 19.8
 MB2355'FEET NORTH OF A 12-INCH OAK TREE, 19.6 FEET SOUTHWEST OF A
 MB2355'6-INCH HICKORY TREE, AND 13.0 FEET EAST OF THE CENTERLINE OF
 MB2355'THE INTERSECTION OF MAHONING AND YALE ROADS.
 MB2355'
 MB2355'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2355'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2355'THIS MARK IS A REFERENCE MARK TO STATION 61 064 1 P CO.
 MB2355'
 MB2355'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2381 ***********************************************************************
 MB2381  DESIGNATION -  61 095 1 P CO
 MB2381  PID         -  MB2381
 MB2381  STATE/COUNTY-  OH/PORTAGE
 MB2381  USGS QUAD   -  DEERFIELD (1994)
 MB2381
 MB2381                         *CURRENT SURVEY CONTROL
 MB2381  ___________________________________________________________________
 MB2381* NAD 83(1995)-  41 02 57.29954(N)    081 04 53.02624(W)     ADJUSTED  
 MB2381* NAVD 88     -       333.     (meters)    1093.     (feet)  VERTCON   
 MB2381  ___________________________________________________________________
 MB2381  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 MB2381  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2381
 MB2381  HORZ ORDER  -  SECOND
 MB2381
 MB2381.The horizontal coordinates were established by classical geodetic methods
 MB2381.and adjusted by the National Geodetic Survey in April 1998..
 MB2381
 MB2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2381
 MB2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2381
 MB2381.The geoid height was determined by GEOID03.
 MB2381
 MB2381;                    North         East     Units Scale Factor Converg.
 MB2381;SPC OH N     -   154,500.056   719,253.098   MT  0.99993919   +0 55 55.0
 MB2381;UTM  17      - 4,544,227.479   493,159.555   MT  0.99960058   -0 03 12.4
 MB2381
 MB2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2381!SPC OH N     -   0.99995307  x   0.99993919  =   0.99989226
 MB2381!UTM  17      -   0.99995307  x   0.99960058  =   0.99955367
 MB2381
 MB2381                          SUPERSEDED SURVEY CONTROL
 MB2381
 MB2381  NAD 83(1986)-  41 02 57.30495(N)    081 04 53.02854(W) AD(       ) 2
 MB2381  NAD 27      -  41 02 57.09813(N)    081 04 53.68505(W) AD(       ) 2
 MB2381  NGVD 29 (07/19/86)  333.     (m)         1093.     (f) VERT ANG       
 MB2381
 MB2381.Superseded values are not recommended for survey control.
 MB2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2381.See file dsdata.txt to determine how the superseded data were derived.
 MB2381
 MB2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9316044227(NAD 83)
 MB2381_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2381+STABILITY: SURFACE MOTION
 MB2381
 MB2381  HISTORY     - Date     Condition        Report By
 MB2381  HISTORY     - 1977     MONUMENTED       OH-133
 MB2381
 MB2381                          STATION DESCRIPTION
 MB2381
 MB2381'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2381'THE STATION IS ABOUT 4 MILES SOUTHWEST OF PALMYRA, 4 MILES
 MB2381'NORTHEAST OF EDINBURG, 2-1/4 MILES NORTHWEST OF DEERFIELD, AND
 MB2381'ON THE RIGHT-OF-WAY OF STATE ROUTE 14.
 MB2381'
 MB2381'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2381'AND STATE ROUTE 14 IN DEERFIELD, GO NORTH, THEN NORTHWEST
 MB2381'ON STATE ROUTE 14 FOR 2.35 MILES TO THE STATION ON THE LEFT.
 MB2381'
 MB2381'STATION MARK, STAMPED---61-095-1 1977---, IS A
 MB2381'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2381'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2381'SURFACE.  IT IS 75.8 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 MB2381'A HOUSE, ADDRESS NUMBER 2205, 28.0 FEET SOUTHWEST OF THE
 MB2381'CENTERLINE OF STATE ROUTE 14, 13.3 FEET NORTHWEST OF THE
 MB2381'NORTHWEST CORNER OF THE CONCRETE STEPS ON THE EMBANKMENT NEAR
 MB2381'THE ROADWAY, AND 11.3 FEET SOUTHEAST OF A 6-INCH ORNAMENTAL
 MB2381'TREE.
 MB2381'
 MB2381'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2381'LIGHT ABOVE STATION MARK WAS 2.2 METERS.
 MB2381'STATION 61 097 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2381'
 MB2381'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2408 ***********************************************************************
 MB2408  DESIGNATION -  61 097 1 P CO
 MB2408  PID         -  MB2408
 MB2408  STATE/COUNTY-  OH/PORTAGE
 MB2408  USGS QUAD   -  DEERFIELD (1994)
 MB2408
 MB2408                         *CURRENT SURVEY CONTROL
 MB2408  ___________________________________________________________________
 MB2408* NAD 83(1995)-  41 03 18.37832(N)    081 05 20.61213(W)     ADJUSTED  
 MB2408* NAVD 88     -       331.0    (meters)    1086.     (feet)  VERTCON   
 MB2408  ___________________________________________________________________
 MB2408  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MB2408  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2408
 MB2408  HORZ ORDER  -  SECOND
 MB2408
 MB2408.The horizontal coordinates were established by classical geodetic methods
 MB2408.and adjusted by the National Geodetic Survey in April 1998..
 MB2408
 MB2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2408
 MB2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2408
 MB2408.The geoid height was determined by GEOID03.
 MB2408
 MB2408;                    North         East     Units Scale Factor Converg.
 MB2408;SPC OH N     -   155,139.733   718,598.476   MT  0.99993916   +0 55 36.9
 MB2408;UTM  17      - 4,544,878.099   492,516.249   MT  0.99960069   -0 03 30.6
 MB2408
 MB2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2408!SPC OH N     -   0.99995335  x   0.99993916  =   0.99989251
 MB2408!UTM  17      -   0.99995335  x   0.99960069  =   0.99955406
 MB2408
 MB2408:                Primary Azimuth Mark                     Grid Az
 MB2408:SPC OH N     -  61 095 1 P CO                            134 20 18.5
 MB2408:UTM  17      -  61 095 1 P CO                            135 19 26.0
 MB2408
 MB2408|---------------------------------------------------------------------|
 MB2408| PID    Reference Object                     Distance      Geod. Az  |
 MB2408|                                                           dddmmss.s |
 MB2408| MB2381 61 095 1 P CO                       APPROX. 0.9 KM 1351555.4 |
 MB2408|---------------------------------------------------------------------|
 MB2408
 MB2408                          SUPERSEDED SURVEY CONTROL
 MB2408
 MB2408  NAD 83(1986)-  41 03 18.38378(N)    081 05 20.61436(W) AD(       ) 2
 MB2408  NAD 27      -  41 03 18.17723(N)    081 05 21.26993(W) AD(       ) 2
 MB2408  NGVD 29 (07/19/86)  331.2    (m)         1087.     (f) VERT ANG       
 MB2408
 MB2408.Superseded values are not recommended for survey control.
 MB2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2408.See file dsdata.txt to determine how the superseded data were derived.
 MB2408
 MB2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9251644878(NAD 83)
 MB2408_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2408+STABILITY: SURFACE MOTION
 MB2408
 MB2408  HISTORY     - Date     Condition        Report By
 MB2408  HISTORY     - 1977     MONUMENTED       OH-133
 MB2408
 MB2408                          STATION DESCRIPTION
 MB2408
 MB2408'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2408'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF EDINBURG, 3-3/4
 MB2408'MILES SOUTHWEST OF PALMYRA, 3 MILES NORTHWEST OF DEERFIELD, AND
 MB2408'ON THE RIGHT-OF-WAY OF STATE ROUTE 14.
 MB2408'
 MB2408'TO REACH THE STATION FROM YALE AT THE INTERSECTION OF COUNTY
 MB2408'HIGHWAY 125, ALLIANCE ROAD, STATE ROUTE 14, AND COUNTY HIGHWAY
 MB2408'55, YALE ROAD, GO SOUTHEAST ON STATE ROUTE 14 FOR 0.7 MILE TO THE
 MB2408'STATION ON THE LEFT.  CONTINUE SOUTHEAST ON STATE ROUTE 14 FOR 0.6
 MB2408'MILE TO AZIMUTH MARK 61 095 1 P CO ON THE RIGHT.
 MB2408'
 MB2408'STATION MARKS, STAMPED---61-097-1 1977---, ARE PORTAGE COUNTY
 MB2408'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2408'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2408'SURFACE.  IT IS 64.5 FEET NORTHEAST OF POWER POLE NUMBER 15752,
 MB2408'55.2 FEET WEST OF A 10-INCH OAK TREE NEAREST THE NORTH-SOUTH
 MB2408'FENCE, 45.4 FEET NORTHWEST OF A FENCE CORNER POST, AND 22.2
 MB2408'FEET NORTHEAST OF THE CENTERLINE OF STATE ROUTE 14.  THE
 MB2408'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 MB2408'42 INCHES BELOW THE GROUND SURFACE.
 MB2408'
 MB2408'AZIMUTH MARK 61 095 1 P CO, STAMPED---61-095-1 1977---, IS A
 MB2408'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2408'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2408'SURFACE.  IT IS 75.8 FEET NORTHEAST OF THE SOUTHEAST CORNER
 MB2408'OF A HOUSE, ADDRESS NUMBER 2205, 28.0 FEET SOUTHWEST OF THE
 MB2408'CENTERLINE OF STATE ROUTE 14, 13.3 FEET NORTHWEST OF THE
 MB2408'NORTHWEST CORNER OF THE CONCRETE STEPS ON THE EMBANKMENT NEAR
 MB2408'THE ROADWAY, AND 11.3 FEET SOUTHEAST OF A 6-INCH ORNAMENTAL
 MB2408'TREE.
 MB2408'
 MB2408'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2408'LIGHT ABOVE STATION MARK WAS 2.3 METERS.
 MB2408'STATION 72 271 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2408'
 MB2408'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2385 ***********************************************************************
 MB2385  DESIGNATION -  61 097 2 P CO
 MB2385  PID         -  MB2385
 MB2385  STATE/COUNTY-  OH/PORTAGE
 MB2385  USGS QUAD   -  DEERFIELD (1994)
 MB2385
 MB2385                         *CURRENT SURVEY CONTROL
 MB2385  ___________________________________________________________________
 MB2385* NAD 83(1995)-  41 03 44.92045(N)    081 05 55.27690(W)     ADJUSTED  
 MB2385* NAVD 88     -       341.     (meters)    1119.     (feet)  VERTCON   
 MB2385  ___________________________________________________________________
 MB2385  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 MB2385  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2385
 MB2385  HORZ ORDER  -  SECOND
 MB2385
 MB2385.The horizontal coordinates were established by classical geodetic methods
 MB2385.and adjusted by the National Geodetic Survey in April 1998..
 MB2385
 MB2385.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2385
 MB2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2385
 MB2385.The geoid height was determined by GEOID03.
 MB2385
 MB2385;                    North         East     Units Scale Factor Converg.
 MB2385;SPC OH N     -   155,945.316   717,776.005   MT  0.99993914   +0 55 14.1
 MB2385;UTM  17      - 4,545,697.430   491,708.028   MT  0.99960085   -0 03 53.4
 MB2385
 MB2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2385!SPC OH N     -   0.99995181  x   0.99993914  =   0.99989095
 MB2385!UTM  17      -   0.99995181  x   0.99960085  =   0.99955268
 MB2385
 MB2385                          SUPERSEDED SURVEY CONTROL
 MB2385
 MB2385  NAD 83(1986)-  41 03 44.92597(N)    081 05 55.27907(W) AD(       ) 2
 MB2385  NAD 27      -  41 03 44.71973(N)    081 05 55.93349(W) AD(       ) 2
 MB2385  NGVD 29 (07/19/86)  341.     (m)         1119.     (f) VERT ANG       
 MB2385
 MB2385.Superseded values are not recommended for survey control.
 MB2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2385.See file dsdata.txt to determine how the superseded data were derived.
 MB2385
 MB2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9170845697(NAD 83)
 MB2385_MARKER: Z = SEE DESCRIPTION
 MB2385_SETTING: 0 = UNSPECIFIED SETTING
 MB2385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2385
 MB2385  HISTORY     - Date     Condition        Report By
 MB2385  HISTORY     - 1977     MONUMENTED       OH-133
 MB2385
 MB2385                          STATION DESCRIPTION
 MB2385
 MB2385'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2385'THE STATION IS ABOUT 3-1/2 MILES NORTHWEST OF DEERFIELD,
 MB2385'3-1/2 MILES SOUTHWEST OF PALMYRA, 3-1/2 MILES SOUTHEAST
 MB2385'OF EDINBURG, AND ON THE RIGHT-OF-WAY OF ALLIANCE ROAD, COUNTY
 MB2385'HIGHWAY 125.
 MB2385'
 MB2385'TO REACH THE STATION FROM DEERFIELD AT THE INTERSECTION OF
 MB2385'U.S. HIGHWAY 224 AND STATE ROUTE 14, GO NORTH, THEN
 MB2385'NORTHWEST ON STATE ROUTE 14 FOR 3.45 MILES TO THE INTERSECTION OF
 MB2385'COUNTY HIGHWAY 55, YALE ROAD, AND STATION 72 271 1 P CO ON
 MB2385'THE NORTH CORNER OF THE INTERSECTION.  TURN RIGHT AND GO EAST
 MB2385'ON YALE ROAD FOR 74.2 FEET TO THE STATION IN THE
 MB2385'INTERSECTION OF YALE ROAD AND COUNTY
 MB2385'HIGHWAY 125, ALLIANCE ROAD.
 MB2385'
 MB2385'STATION MARK IS A MARKED STONE BURIED 6 INCHES BELOW THE
 MB2385'GROUND SURFACE AND LOCATED IN A 12 BY 12-INCH MONUMENT BOX
 MB2385'WITH METAL LID IN THE CENTER OF THE INTERSECTION AND FLUSH
 MB2385'WITH THE ROAD SURFACE.  IT IS 94.7 FEET NORTH OF THE
 MB2385'CENTERLINE OF STATE ROUTE 14, 64.4 FEET SOUTHEAST OF A TWIN
 MB2385'TRUNKED 10-INCH LOCUST TREE, AND 43.7 FEET NORTHEAST OF
 MB2385'A 2-1/2 STORY WOOD FRAME HOUSE, AND 28.7 FEET SOUTHWEST
 MB2385'OF TELEPHONE AND POWER POLE NUMBER 8/129.
 MB2385'
 MB2385'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2385'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 MB2385'
 MB2385'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2384 ***********************************************************************
 MB2384  DESIGNATION -  61 098 1 P CO
 MB2384  PID         -  MB2384
 MB2384  STATE/COUNTY-  OH/PORTAGE
 MB2384  USGS QUAD   -  DEERFIELD (1994)
 MB2384
 MB2384                         *CURRENT SURVEY CONTROL
 MB2384  ___________________________________________________________________
 MB2384* NAD 83(1995)-  41 02 47.93551(N)    081 05 54.89574(W)     ADJUSTED  
 MB2384* NAVD 88     -       338.     (meters)    1109.     (feet)  VERTCON   
 MB2384  ___________________________________________________________________
 MB2384  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 MB2384  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2384
 MB2384  HORZ ORDER  -  SECOND
 MB2384
 MB2384.The horizontal coordinates were established by classical geodetic methods
 MB2384.and adjusted by the National Geodetic Survey in April 1998..
 MB2384
 MB2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2384
 MB2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2384
 MB2384.The geoid height was determined by GEOID03.
 MB2384
 MB2384;                    North         East     Units Scale Factor Converg.
 MB2384;SPC OH N     -   154,187.888   717,813.147   MT  0.99993921   +0 55 14.4
 MB2384;UTM  17      - 4,543,940.217   491,714.938   MT  0.99960084   -0 03 53.1
 MB2384
 MB2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2384!SPC OH N     -   0.99995228  x   0.99993921  =   0.99989149
 MB2384!UTM  17      -   0.99995228  x   0.99960084  =   0.99955314
 MB2384
 MB2384                          SUPERSEDED SURVEY CONTROL
 MB2384
 MB2384  NAD 83(1986)-  41 02 47.94104(N)    081 05 54.89807(W) AD(       ) 2
 MB2384  NAD 27      -  41 02 47.73421(N)    081 05 55.55267(W) AD(       ) 2
 MB2384  NGVD 29 (07/19/86)  338.     (m)         1109.     (f) VERT ANG       
 MB2384
 MB2384.Superseded values are not recommended for survey control.
 MB2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2384.See file dsdata.txt to determine how the superseded data were derived.
 MB2384
 MB2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9171543940(NAD 83)
 MB2384_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2384+STABILITY: SURFACE MOTION
 MB2384
 MB2384  HISTORY     - Date     Condition        Report By
 MB2384  HISTORY     - 1977     MONUMENTED       OH-133
 MB2384
 MB2384                          STATION DESCRIPTION
 MB2384
 MB2384'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2384'THE STATION IS ABOUT 4-1/4 MILES SOUTHWEST OF PALMYRA, 3-1/4
 MB2384'MILES NORTHEAST OF ATWATER, 3 MILES NORTHWEST OF DEERFIELD, AND
 MB2384'ON THE RIGHT-OF-WAY OF ALLIANCE ROAD, COUNTY HIGHWAY 125.
 MB2384'
 MB2384'TO REACH THE STATION FROM ATWATER AT THE INTERSECTION OF
 MB2384'U.S. HIGHWAY 224 AND STATE ROUTE 183,
 MB2384'GO EAST ON U.S. HIGHWAY 224 FOR 2.6 MILES
 MB2384'TO THE INTERSECTION OF STATE ROUTE 225 TO THE SOUTH, AND COUNTY
 MB2384'HIGHWAY 125, ALLIANCE ROAD TO THE NORTH.  TURN LEFT AND GO
 MB2384'NORTH ON ALLIANCE ROAD FOR 1.55 MILES TO THE
 MB2384'STATION ON THE RIGHT.
 MB2384'
 MB2384'STATION MARK, STAMPED---61-098-1 1977---, IS A PORTAGE COUNTY
 MB2384'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2384'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 72.6 FEET
 MB2384'SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO STORY HOUSE, ADDRESS
 MB2384'NUMBER 2122, 60.8 FEET SOUTHWEST OF A 15-INCH MAPLE TREE, 23.0
 MB2384'FEET EAST OF THE CENTERLINE OF ALLIANCE
 MB2384'ROAD, 20.0 FEET SOUTH OF A 15-INCH BLACK WALNUT TREE, AND 8.4
 MB2384'FEET WEST OF A LARGE CORNER FENCE POST.
 MB2384'
 MB2384'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2384'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2384'STATION 71 007 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2384'
 MB2384'DESCRIBED BY F. J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2383 ***********************************************************************
 MB2383  DESIGNATION -  61 100 1 P CO
 MB2383  PID         -  MB2383
 MB2383  STATE/COUNTY-  OH/PORTAGE
 MB2383  USGS QUAD   -  DEERFIELD (1994)
 MB2383
 MB2383                         *CURRENT SURVEY CONTROL
 MB2383  ___________________________________________________________________
 MB2383* NAD 83(1995)-  41 02 04.79799(N)    081 05 54.81500(W)     ADJUSTED  
 MB2383* NAVD 88     -       341.     (meters)    1119.     (feet)  VERTCON   
 MB2383  ___________________________________________________________________
 MB2383  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 MB2383  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB2383
 MB2383  HORZ ORDER  -  SECOND
 MB2383
 MB2383.The horizontal coordinates were established by classical geodetic methods
 MB2383.and adjusted by the National Geodetic Survey in April 1998..
 MB2383
 MB2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2383
 MB2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2383
 MB2383.The geoid height was determined by GEOID03.
 MB2383
 MB2383;                    North         East     Units Scale Factor Converg.
 MB2383;SPC OH N     -   152,857.442   717,836.414   MT  0.99993931   +0 55 14.4
 MB2383;UTM  17      - 4,542,610.018   491,715.320   MT  0.99960084   -0 03 52.9
 MB2383
 MB2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2383!SPC OH N     -   0.99995181  x   0.99993931  =   0.99989112
 MB2383!UTM  17      -   0.99995181  x   0.99960084  =   0.99955267
 MB2383
 MB2383                          SUPERSEDED SURVEY CONTROL
 MB2383
 MB2383  NAD 83(1986)-  41 02 04.80352(N)    081 05 54.81746(W) AD(       ) 2
 MB2383  NAD 27      -  41 02 04.59621(N)    081 05 55.47221(W) AD(       ) 2
 MB2383  NGVD 29 (07/19/86)  341.     (m)         1119.     (f) VERT ANG       
 MB2383
 MB2383.Superseded values are not recommended for survey control.
 MB2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2383.See file dsdata.txt to determine how the superseded data were derived.
 MB2383
 MB2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9171542610(NAD 83)
 MB2383_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2383+STABILITY: SURFACE MOTION
 MB2383
 MB2383  HISTORY     - Date     Condition        Report By
 MB2383  HISTORY     - 1977     MONUMENTED       OH-133
 MB2383
 MB2383                          STATION DESCRIPTION
 MB2383
 MB2383'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2383'THE STATION IS ABOUT 5-1/4 MILES SOUTHWEST OF PALMYRA, 2-3/4
 MB2383'MILES NORTHEAST OF ATWATER, 2-3/4 MILES NORTHWEST OF DEERFIELD
 MB2383'AND ON THE RIGHT-OF-WAY OF ALLIANCE ROAD, COUNTY HIGHWAY 125.
 MB2383'
 MB2383'TO REACH THE STATION FROM ATWATER AT THE INTERSECTION OF
 MB2383'U.S. HIGHWAY 224 AND STATE ROUTE 183,
 MB2383'GO EAST ON U.S. HIGHWAY 224 FOR 2.6 MILES TO THE
 MB2383'INTERSECTION OF STATE ROUTE 225 TO THE SOUTH AND COUNTY HIGHWAY
 MB2383'125, ALLIANCE ROAD, TO THE NORTH.  TURN LEFT AND GO NORTH ON
 MB2383'ALLIANCE ROAD FOR 0.75 MILE TO THE STATION ON
 MB2383'THE RIGHT.
 MB2383'
 MB2383'STATION MARK, STAMPED---61-100-1 1977---, IS A PORTAGE COUNTY
 MB2383'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2383'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 59.9 FEET
 MB2383'NORTHEAST OF TELEPHONE POLE NUMBER 8/70, 57.6 FEET SOUTHWEST OF
 MB2383'THE SOUTHWEST CORNER OF A TOOL SHED, 27.5 FEET WEST OF THE
 MB2383'CENTERLINE OF ALLIANCE ROAD, AND 26.1 FEET
 MB2383'NORTH OF POWER POLE NUMBER DF 505.
 MB2383'
 MB2383'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2383'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2383'STATION 71 007 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2383'
 MB2383'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0866 ***********************************************************************
 KZ0866  DESIGNATION -  61 57
 KZ0866  PID         -  KZ0866
 KZ0866  STATE/COUNTY-  OH/FRANKLIN
 KZ0866  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ0866
 KZ0866                         *CURRENT SURVEY CONTROL
 KZ0866  ___________________________________________________________________
 KZ0866* NAD 83(1986)-  40 03 41.     (N)    082 59 34.     (W)     SCALED    
 KZ0866* NAVD 88     -       271.930  (meters)     892.16   (feet)  ADJUSTED  
 KZ0866  ___________________________________________________________________
 KZ0866  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KZ0866  DYNAMIC HT  -         271.784 (meters)     891.68  (feet)  COMP
 KZ0866  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 KZ0866
 KZ0866  VERT ORDER  -  FIRST     CLASS I
 KZ0866
 KZ0866.The horizontal coordinates were scaled from a topographic map and have
 KZ0866.an estimated accuracy of +/- 6 seconds.
 KZ0866
 KZ0866.The orthometric height was determined by differential leveling
 KZ0866.and adjusted by the National Geodetic Survey in June 1991..
 KZ0866
 KZ0866.The geoid height was determined by GEOID03.
 KZ0866
 KZ0866.The dynamic height is computed by dividing the NAVD 88
 KZ0866.geopotential number by the normal gravity value computed on the
 KZ0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0866.degrees latitude (g = 980.6199 gals.).
 KZ0866
 KZ0866.The modeled gravity was interpolated from observed gravity values.
 KZ0866
 KZ0866;                    North         East    Units  Estimated Accuracy
 KZ0866;SPC OH S     -   228,960.      557,960.      MT  (+/- 180 meters Scaled)
 KZ0866
 KZ0866                          SUPERSEDED SURVEY CONTROL
 KZ0866
 KZ0866  NGVD 29 (??/??/92)  272.100  (m)          892.71   (f) ADJ UNCH    1 1
 KZ0866
 KZ0866.Superseded values are not recommended for survey control.
 KZ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0866.See file dsdata.txt to determine how the superseded data were derived.
 KZ0866
 KZ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE300364(NAD 83)
 KZ0866_MARKER: DD = SURVEY DISK
 KZ0866_SETTING: 0 = UNSPECIFIED SETTING
 KZ0866_STAMPING: 892.7 61-57
 KZ0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0866
 KZ0866  HISTORY     - Date     Condition        Report By
 KZ0866  HISTORY     - UNK      MONUMENTED       LOCENG
 KZ0866  HISTORY     - 1967     GOOD             NGS
 KZ0866
 KZ0866                          STATION DESCRIPTION
 KZ0866
 KZ0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ0866'2.2 MI SE FROM WORTHINGTON.
 KZ0866'ABOUT 1.9 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KZ0866'THE CROSSING OF STATE HIGHWAY 161 AT WORTHINGTON, THENCE 0.35 MILE
 KZ0866'EAST ALONG MORSE ROAD, NEAR THE JUNCTION OF MORSE ROAD AND SANDY
 KZ0866'LANE, UNDER A LARGE POWER LINE WITH STEEL TOWERS, 105 FEET SOUTH
 KZ0866'OF THE CENTER LINE OF THE EASTBOUND LANE OF MORSE ROAD, 61.8 FEET
 KZ0866'SOUTHWEST OF THE NORTHWEST CORNER OF THE NORTH ONE OF A ROW OF
 KZ0866'6-TWO-STORIED BRICK APARTMENT HOUSES, 12.4 FEET NORTHEAST OF THE
 KZ0866'NORTHEAST CORNER OF THE CONCRETE BASE FOR THE NORTHWEST LEG OF
 KZ0866'POWER LINE TOWER NO. 34, 11.7 FEET NORTHWEST OF THE NORTHWEST
 KZ0866'CORNER OF CONCRETE BASE FOR THE NORTHEAST LEG OF POWER LINE
 KZ0866'TOWER NO. 34, ABOUT LEVEL WITH THE ROAD, 1 1/2 FEET UNDERGROUND
 KZ0866'ACCESS TO WHICH IS HAS THROUGH AN 8 INCH TILE WITH A METAL COVER
 KZ0866'MARKED BM AND THE COVER IS 1/2 FOOT BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0982 ***********************************************************************
 HY0982  DESIGNATION -  61 JJS RESET
 HY0982  PID         -  HY0982
 HY0982  STATE/COUNTY-  OH/LAWRENCE
 HY0982  USGS QUAD   -  CATLETTSBURG (1985)
 HY0982
 HY0982                         *CURRENT SURVEY CONTROL
 HY0982  ___________________________________________________________________
 HY0982* NAD 83(1986)-  38 29 10.     (N)    082 34 00.     (W)     SCALED    
 HY0982* NAVD 88     -       199.80   (+/-2cm)     655.5    (feet)  VERTCON   
 HY0982  ___________________________________________________________________
 HY0982  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HY0982
 HY0982  VERT ORDER  -  THIRD (See Below)
 HY0982
 HY0982.The horizontal coordinates were scaled from a topographic map and have
 HY0982.an estimated accuracy of +/- 6 seconds.
 HY0982
 HY0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY0982.The vertical order pertains to the NGVD 29 superseded value.
 HY0982
 HY0982.The geoid height was determined by GEOID03.
 HY0982
 HY0982;                    North         East    Units  Estimated Accuracy
 HY0982;SPC OH S     -    53,970.      594,180.      MT  (+/- 180 meters Scaled)
 HY0982
 HY0982                          SUPERSEDED SURVEY CONTROL
 HY0982
 HY0982  NGVD 29 (10/13/05)  199.98   (m)          656.1    (f) RESET       3  
 HY0982
 HY0982.Superseded values are not recommended for survey control.
 HY0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0982.See file dsdata.txt to determine how the superseded data were derived.
 HY0982
 HY0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC633609(NAD 83)
 HY0982_MARKER: DD = SURVEY DISK
 HY0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0982_STAMPING: 61 JJS 1956 RESET 1967 656
 HY0982_MARK LOGO: USGS  
 HY0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0982+STABILITY: SURFACE MOTION
 HY0982
 HY0982  HISTORY     - Date     Condition        Report By
 HY0982  HISTORY     - 1967     MONUMENTED       USGS
 HY0982  HISTORY     - 1967     GOOD             CGS
 HY0982
 HY0982                          STATION DESCRIPTION
 HY0982
 HY0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY0982'5.9 MI E FROM COAL GROVE.
 HY0982'COAL GROVE, INTERSECTION OF HIGHWAYS 52 2ND 243, 6.0 MILES EAST
 HY0982'ALONG STATE HIGHWAY 243, 1.7 MILES SOUTHEAST OF DAWSON BRYANT
 HY0982'ELEM. SCHOOL, 0.9 MILE SOUTHEAST OF ICE CREEK BAPTIST CHURCH,
 HY0982'1.1 MILES WEST OF RYANSVILLE, IN THE FRONT YARD OF THE LAWRENCE
 HY0982'PORTER RESIDENCE (RED BRICK HOUSE) ON THE NORTH SIDE OF THE
 HY0982'HIGHWAY, 31 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE, 25 FEET
 HY0982'WEST OF THE WEST EDGE OF THE SIDEWALK TO THE FRONT DOOR, 15 FEET
 HY0982'EAST OF THE CENTERLINE OF DRIVE TO THE NORTH, 2 FEET EAST OF A
 HY0982'SMALL BUSK, A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 HY0982'3 INCHES UNDER THE SURFACE OF THE GROUND, AND STAMPED 61 JJS
 HY0982'1956 RESET 1967 656.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0430 ***********************************************************************
 JY0430  DESIGNATION -  611
 JY0430  PID         -  JY0430
 JY0430  STATE/COUNTY-  OH/VINTON
 JY0430  USGS QUAD   -  BYER (1983)
 JY0430
 JY0430                         *CURRENT SURVEY CONTROL
 JY0430  ___________________________________________________________________
 JY0430* NAD 83(1986)-  39 12 41.     (N)    082 42 54.     (W)     SCALED    
 JY0430* NAVD 88     -       185.809  (meters)     609.61   (feet)  ADJUSTED  
 JY0430  ___________________________________________________________________
 JY0430  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JY0430  DYNAMIC HT  -         185.695 (meters)     609.23  (feet)  COMP
 JY0430  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 JY0430
 JY0430  VERT ORDER  -  FIRST     CLASS II
 JY0430
 JY0430.The horizontal coordinates were scaled from a topographic map and have
 JY0430.an estimated accuracy of +/- 6 seconds.
 JY0430
 JY0430.The orthometric height was determined by differential leveling
 JY0430.and adjusted by the National Geodetic Survey in June 1991..
 JY0430.WARNING-Repeat measurements at this control monument indicate possible
 JY0430.vertical movement.
 JY0430
 JY0430.The geoid height was determined by GEOID03.
 JY0430
 JY0430.The dynamic height is computed by dividing the NAVD 88
 JY0430.geopotential number by the normal gravity value computed on the
 JY0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0430.degrees latitude (g = 980.6199 gals.).
 JY0430
 JY0430.The modeled gravity was interpolated from observed gravity values.
 JY0430
 JY0430;                    North         East    Units  Estimated Accuracy
 JY0430;SPC OH S     -   134,500.      581,430.      MT  (+/- 180 meters Scaled)
 JY0430
 JY0430                          SUPERSEDED SURVEY CONTROL
 JY0430
 JY0430  NGVD 29 (??/??/92)  185.986  (m)          610.19   (f) ADJ UNCH    1 2
 JY0430
 JY0430.Superseded values are not recommended for survey control.
 JY0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0430.See file dsdata.txt to determine how the superseded data were derived.
 JY0430
 JY0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD519416(NAD 83)
 JY0430_MARKER: DD = SURVEY DISK
 JY0430_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JY0430_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JY0430_STAMPING: 611 OHIO
 JY0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0430
 JY0430  HISTORY     - Date     Condition        Report By
 JY0430  HISTORY     - UNK      MONUMENTED       USGS
 JY0430  HISTORY     - 1943     GOOD             NGS
 JY0430
 JY0430                          STATION DESCRIPTION
 JY0430
 JY0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0430'1.9 MI NW FROM RAY.
 JY0430'IN VINTON COUNTY, 1.9 MILES NORTHWEST ALONG THE BALTIMORE AND
 JY0430'OHIO RAILROAD FROM THE STATION AT RAY, JACKSON COUNTY, ABOUT 310
 JY0430'YARDS SOUTHWEST OF A COVERED HIGHWAY BRIDGE, 43 YARDS EAST OF THE
 JY0430'CENTERLINE OF THE HIGHWAY, 24 FEET WEST OF THE NORTHWEST CORNER
 JY0430'OF BRIDGE 115.25, 13 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 JY0430'TRACK, AND ABOUT 6 INCHES LOWER THAN THE TRACK.  A UNITED STATES
 JY0430'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 611 OHIO AND RIVETED ON
 JY0430'THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0366 ***********************************************************************
 HY0366  DESIGNATION -  612
 HY0366  PID         -  HY0366
 HY0366  STATE/COUNTY-  OH/GALLIA
 HY0366  USGS QUAD   -  VINTON (1975)
 HY0366
 HY0366                         *CURRENT SURVEY CONTROL
 HY0366  ___________________________________________________________________
 HY0366* NAD 83(1986)-  38 58 36.     (N)    082 20 24.     (W)     SCALED    
 HY0366* NAVD 88     -       186.441  (meters)     611.68   (feet)  ADJUSTED  
 HY0366  ___________________________________________________________________
 HY0366  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HY0366  DYNAMIC HT  -         186.322 (meters)     611.29  (feet)  COMP
 HY0366  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 HY0366
 HY0366  VERT ORDER  -  SECOND    CLASS 0
 HY0366
 HY0366.The horizontal coordinates were scaled from a topographic map and have
 HY0366.an estimated accuracy of +/- 6 seconds.
 HY0366
 HY0366.The orthometric height was determined by differential leveling
 HY0366.and adjusted by the National Geodetic Survey in June 1991..
 HY0366
 HY0366.The geoid height was determined by GEOID03.
 HY0366
 HY0366.The dynamic height is computed by dividing the NAVD 88
 HY0366.geopotential number by the normal gravity value computed on the
 HY0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0366.degrees latitude (g = 980.6199 gals.).
 HY0366
 HY0366.The modeled gravity was interpolated from observed gravity values.
 HY0366
 HY0366;                    North         East    Units  Estimated Accuracy
 HY0366;SPC OH S     -   108,440.      613,860.      MT  (+/- 180 meters Scaled)
 HY0366
 HY0366                          SUPERSEDED SURVEY CONTROL
 HY0366
 HY0366  NGVD 29 (??/??/92)  186.644  (m)          612.35   (f) ADJ UNCH    2 0
 HY0366
 HY0366.Superseded values are not recommended for survey control.
 HY0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0366.See file dsdata.txt to determine how the superseded data were derived.
 HY0366
 HY0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD839150(NAD 83)
 HY0366_MARKER: DD = SURVEY DISK
 HY0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0366_SP_SET: FOUNDATION
 HY0366_STAMPING: 612 ADJ 1903
 HY0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0366
 HY0366  HISTORY     - Date     Condition        Report By
 HY0366  HISTORY     - 1903     MONUMENTED       USGS
 HY0366  HISTORY     - 1958     GOOD             NGS
 HY0366
 HY0366                          STATION DESCRIPTION
 HY0366
 HY0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0366'AT VINTON.
 HY0366'AT VINTON, IN SECTION 24, R 16W, T 7N, AT THE INTERSECTION OF MAIN
 HY0366'STREET (FRONT STREET) AND VAN BUREN STREET, A USGS DISK SET IN
 HY0366'THE TOP OF THE STONE FOUNDATION AT THE NORTHEAST CORNER OF A RED
 HY0366'BRICK TWO STORY STORE BUILDING HOUSING STEWART HARDWARE STORE,
 HY0366'IN FRONT OF THE NORTH END OF THE NORTH SHOW WINDOW, 1.9 FEET
 HY0366'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 10 FEET WEST
 HY0366'OF THE WEST CURB OF FRONT STREET (MAIN STREET), 25 1/2 FEET SOUTH
 HY0366'OF THE CENTER LINE OF VAN BUREN STREET, ABOUT LEVEL WITH THE SIDE
 HY0366'WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1434 ***********************************************************************
 HY1434  DESIGNATION -  613
 HY1434  PID         -  HY1434
 HY1434  STATE/COUNTY-  OH/SCIOTO
 HY1434  USGS QUAD   -  RARDEN (1984)
 HY1434
 HY1434                         *CURRENT SURVEY CONTROL
 HY1434  ___________________________________________________________________
 HY1434* NAD 83(1986)-  38 55 18.     (N)    083 14 37.     (W)     SCALED    
 HY1434* NAVD 88     -       186.639  (meters)     612.33   (feet)  ADJUSTED  
 HY1434  ___________________________________________________________________
 HY1434  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HY1434  DYNAMIC HT  -         186.525 (meters)     611.96  (feet)  COMP
 HY1434  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 HY1434
 HY1434  VERT ORDER  -  SECOND    CLASS 0
 HY1434
 HY1434.The horizontal coordinates were scaled from a topographic map and have
 HY1434.an estimated accuracy of +/- 6 seconds.
 HY1434
 HY1434.The orthometric height was determined by differential leveling
 HY1434.and adjusted by the National Geodetic Survey in June 1991..
 HY1434
 HY1434.The geoid height was determined by GEOID03.
 HY1434
 HY1434.The dynamic height is computed by dividing the NAVD 88
 HY1434.geopotential number by the normal gravity value computed on the
 HY1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1434.degrees latitude (g = 980.6199 gals.).
 HY1434
 HY1434.The modeled gravity was interpolated from observed gravity values.
 HY1434
 HY1434;                    North         East    Units  Estimated Accuracy
 HY1434;SPC OH S     -   102,580.      535,520.      MT  (+/- 180 meters Scaled)
 HY1434
 HY1434                          SUPERSEDED SURVEY CONTROL
 HY1434
 HY1434  NGVD 29 (??/??/92)  186.836  (m)          612.98   (f) ADJ UNCH    2 0
 HY1434
 HY1434.Superseded values are not recommended for survey control.
 HY1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1434.See file dsdata.txt to determine how the superseded data were derived.
 HY1434
 HY1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD054104(NAD 83)
 HY1434_MARKER: P = PIPE CAP
 HY1434_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1434_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1434_STAMPING: OHIO 613
 HY1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1434
 HY1434  HISTORY     - Date     Condition        Report By
 HY1434  HISTORY     - UNK      MONUMENTED       USGS
 HY1434  HISTORY     - 1935     GOOD             NGS
 HY1434
 HY1434                          STATION DESCRIPTION
 HY1434
 HY1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1434'AT RARDEN.
 HY1434'AT RARDEN, SCIOTO COUNTY, 55 YARDS WEST OF THE SOUTHWEST CORNER
 HY1434'OF THE NORFOLK AND WESTERN RAILWAY STATION, 96 YARDS EAST OF
 HY1434'MILEPOST C 82, 21 YARDS EAST OF SIGNAL TOWER C 2496, 31 FEET
 HY1434'NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE 2019, 21 FEET NORTH
 HY1434'OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 HY1434'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED OHIO 613
 HY1434'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2359 ***********************************************************************
 HY2359  DESIGNATION -  614
 HY2359  PID         -  HY2359
 HY2359  STATE/COUNTY-  OH/ADAMS
 HY2359  USGS QUAD   -  CONCORD (1995)
 HY2359
 HY2359                         *CURRENT SURVEY CONTROL
 HY2359  ___________________________________________________________________
 HY2359* NAD 83(1995)-  38 40 25.98046(N)    083 26 46.14019(W)     ADJUSTED  
 HY2359* NAVD 88     -       163.1    (meters)     535.     (feet)  VERTCON   
 HY2359  ___________________________________________________________________
 HY2359  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 HY2359  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY2359
 HY2359  HORZ ORDER  -  SECOND
 HY2359
 HY2359.The horizontal coordinates were established by classical geodetic methods
 HY2359.and adjusted by the National Geodetic Survey in April 1998..
 HY2359
 HY2359.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2359
 HY2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2359
 HY2359.The geoid height was determined by GEOID03.
 HY2359
 HY2359;                    North         East     Units Scale Factor Converg.
 HY2359;SPC OH S     -    75,242.377   517,664.018   MT  1.00001222   -0 36 01.3
 HY2359;SPC KY1Z     - 1,262,244.261 1,700,467.108   MT  1.00000175   +1 24 52.1
 HY2359;SPC KY1Z     - 4,141,213.05  5,578,949.17   sFT  1.00000175   +1 24 52.1
 HY2359;SPC KY N     -   130,604.288   569,950.063   MT  0.99996856   +0 30 00.2
 HY2359;SPC KY N     -   428,490.90  1,869,911.17   sFT  0.99996856   +0 30 00.2
 HY2359;UTM  17      - 4,283,427.649   287,200.388   MT  1.00015767   -1 31 44.9
 HY2359
 HY2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2359!SPC OH S     -   0.99997957  x   1.00001222  =   0.99999179
 HY2359!SPC KY1Z     -   0.99997957  x   1.00000175  =   0.99998132
 HY2359!SPC KY N     -   0.99997957  x   0.99996856  =   0.99994813
 HY2359!UTM  17      -   0.99997957  x   1.00015767  =   1.00013724
 HY2359
 HY2359                          SUPERSEDED SURVEY CONTROL
 HY2359
 HY2359  NAD 83(1995)-  38 40 25.98088(N)    083 26 46.13961(W) AD(       ) 2
 HY2359  NAD 83(1986)-  38 40 25.98769(N)    083 26 46.14558(W) AD(       ) 2
 HY2359  NAD 27      -  38 40 25.72000(N)    083 26 46.46600(W) AD(       ) 2
 HY2359  NGVD 29 (07/19/86)  163.3    (m)          536.     (f) VERT ANG       
 HY2359
 HY2359.Superseded values are not recommended for survey control.
 HY2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2359.See file dsdata.txt to determine how the superseded data were derived.
 HY2359
 HY2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8720083428(NAD 83)
 HY2359_MARKER: P = PIPE CAP
 HY2359_SETTING: 0 = UNSPECIFIED SETTING
 HY2359_STAMPING: 614
 HY2359_MARK LOGO: USE   
 HY2359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2359
 HY2359  HISTORY     - Date     Condition        Report By
 HY2359  HISTORY     - 1953     MONUMENTED       USE
 HY2359
 HY2359                          STATION DESCRIPTION
 HY2359
 HY2359'DESCRIBED BY US ENGINEERS 1953 (NGS)
 HY2359'STATION IS LOCATED ON THE PROPERTY OF R E LOCKHART ALONG THE SOUTH
 HY2359'SIDE OF U.S. HIGHWAY 52 ABOUT 12 MILES NORTHWEST OF BUENA VISTA AND
 HY2359'ABOUT 10 MILES EAST OF MANCHESTER.
 HY2359'
 HY2359'614 (USE) IS
 HY2359'78 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 11
 HY2359'FEET SOUTH OF A POWER POLE.  THE MARK IS A 2 INCH IRON PIPE
 HY2359'PROJECTING ABOUT 4 INCHES WITH A STANDARD U.S. ENGINEERS CAP ON THE
 HY2359'TOP STAMPED 614.
 HY2359'
 HY2359'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 HY2359'HIGHWAY 136 IN THE EAST SIDE OF MANCHESTER, GO EAST ON HIGHWAY 52
 HY2359'FOR 9.2 MILES TO THE BRIDGE OVER OHIO BRUSH CREEK.  CONTINUE EAST ON
 HY2359'HIGHWAY FOR 0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0852 ***********************************************************************
 JX0852  DESIGNATION -  616
 JX0852  PID         -  JX0852
 JX0852  STATE/COUNTY-  OH/WASHINGTON
 JX0852  USGS QUAD   -  MARIETTA (1994)
 JX0852
 JX0852                         *CURRENT SURVEY CONTROL
 JX0852  ___________________________________________________________________
 JX0852* NAD 83(1986)-  39 24 57.     (N)    081 27 15.     (W)     SCALED    
 JX0852* NAVD 88     -       187.466  (meters)     615.04   (feet)  ADJUSTED  
 JX0852  ___________________________________________________________________
 JX0852  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX0852  DYNAMIC HT  -         187.353 (meters)     614.67  (feet)  COMP
 JX0852  MODELED GRAV-     980,020.8   (mgal)                       NAVD 88
 JX0852
 JX0852  VERT ORDER  -  FIRST     CLASS II
 JX0852
 JX0852.The horizontal coordinates were scaled from a topographic map and have
 JX0852.an estimated accuracy of +/- 6 seconds.
 JX0852
 JX0852.The orthometric height was determined by differential leveling
 JX0852.and adjusted by the National Geodetic Survey in June 1991..
 JX0852
 JX0852.The geoid height was determined by GEOID03.
 JX0852
 JX0852.The dynamic height is computed by dividing the NAVD 88
 JX0852.geopotential number by the normal gravity value computed on the
 JX0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0852.degrees latitude (g = 980.6199 gals.).
 JX0852
 JX0852.The modeled gravity was interpolated from observed gravity values.
 JX0852
 JX0852;                    North         East    Units  Estimated Accuracy
 JX0852;SPC OH S     -   157,700.      690,060.      MT  (+/- 180 meters Scaled)
 JX0852
 JX0852                          SUPERSEDED SURVEY CONTROL
 JX0852
 JX0852  NGVD 29 (??/??/92)  187.639  (m)          615.61   (f) ADJ UNCH    1 2
 JX0852
 JX0852.Superseded values are not recommended for survey control.
 JX0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0852.See file dsdata.txt to determine how the superseded data were derived.
 JX0852
 JX0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD609630(NAD 83)
 JX0852_MARKER: DD = SURVEY DISK
 JX0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0852_SP_SET: BUILDING
 JX0852_STAMPING: 616 1902
 JX0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX0852+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 JX0852
 JX0852  HISTORY     - Date     Condition        Report By
 JX0852  HISTORY     - 1902     MONUMENTED       USGS
 JX0852  HISTORY     - 1959     GOOD             NGS
 JX0852  HISTORY     - 20040708 GOOD             USPSQD
 JX0852  HISTORY     - 20060813 GOOD             USPSQD
 JX0852
 JX0852                          STATION DESCRIPTION
 JX0852
 JX0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX0852'AT MARIETTA.
 JX0852'AT MARIETTA, AT THE INTERSECTION OF PUTNAM AND 2ND. STREETS, 45
 JX0852'FEET NORTHWEST OF THE NORTHWEST CURB LINE OF PUTNAM STREET, 155
 JX0852'FEET NORTHEAST OF THE NORTHEAST CURB LINE OF 2ND. STREET, SET
 JX0852'VERTICALLY IN THE SOUTHEAST FACE OF RECESSED CONCRETE WALL BETWEEN
 JX0852'STONE LAYERS AT THE EAST CORNER OF THE COURTHOUSE, 0.7 FOOT
 JX0852'SOUTHWEST OF THE EAST CORNER OF BUILDING, 1 FOOT ABOVE THE GROUND,
 JX0852'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE STREET.
 JX0852
 JX0852                          STATION RECOVERY (2004)
 JX0852
 JX0852'RECOVERY NOTE BY US POWER SQUADRON 2004 (HB)
 JX0852'RECOVERED IN GOOD CONDITION.
 JX0852
 JX0852                          STATION RECOVERY (2006)
 JX0852
 JX0852'RECOVERY NOTE BY US POWER SQUADRON 2006
 JX0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0200 ***********************************************************************
 HY0200  DESIGNATION -  617
 HY0200  PID         -  HY0200
 HY0200  STATE/COUNTY-  OH/LAWRENCE
 HY0200  USGS QUAD   -  ATHALIA (1985)
 HY0200
 HY0200                         *CURRENT SURVEY CONTROL
 HY0200  ___________________________________________________________________
 HY0200* NAD 83(1986)-  38 33 33.     (N)    082 21 10.     (W)     SCALED    
 HY0200* NAVD 88     -       187.809  (meters)     616.17   (feet)  ADJUSTED  
 HY0200  ___________________________________________________________________
 HY0200  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HY0200  DYNAMIC HT  -         187.686 (meters)     615.77  (feet)  COMP
 HY0200  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 HY0200
 HY0200  VERT ORDER  -  SECOND    CLASS 0
 HY0200
 HY0200.The horizontal coordinates were scaled from a topographic map and have
 HY0200.an estimated accuracy of +/- 6 seconds.
 HY0200
 HY0200.The orthometric height was determined by differential leveling
 HY0200.and adjusted by the National Geodetic Survey in June 1991..
 HY0200
 HY0200.The geoid height was determined by GEOID03.
 HY0200
 HY0200.The dynamic height is computed by dividing the NAVD 88
 HY0200.geopotential number by the normal gravity value computed on the
 HY0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0200.degrees latitude (g = 980.6199 gals.).
 HY0200
 HY0200.The modeled gravity was interpolated from observed gravity values.
 HY0200
 HY0200;                    North         East    Units  Estimated Accuracy
 HY0200;SPC OH S     -    62,090.      612,830.      MT  (+/- 180 meters Scaled)
 HY0200
 HY0200                          SUPERSEDED SURVEY CONTROL
 HY0200
 HY0200  NGVD 29 (??/??/92)  187.991  (m)          616.77   (f) ADJ UNCH    2 0
 HY0200
 HY0200.Superseded values are not recommended for survey control.
 HY0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0200.See file dsdata.txt to determine how the superseded data were derived.
 HY0200
 HY0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC821687(NAD 83)
 HY0200_MARKER: DD = SURVEY DISK
 HY0200_SETTING: 66 = SET IN ROCK OUTCROP
 HY0200_SP_SET: ROCK OUTCROP
 HY0200_STAMPING: 617
 HY0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0200+STABILITY: POSITION/ELEVATION WELL
 HY0200
 HY0200  HISTORY     - Date     Condition        Report By
 HY0200  HISTORY     - UNK      MONUMENTED       USGS
 HY0200  HISTORY     - 1958     GOOD             NGS
 HY0200  HISTORY     - 1976     POOR             NGS
 HY0200
 HY0200                          STATION DESCRIPTION
 HY0200
 HY0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0200'AT PLATFORM.
 HY0200'AT PLATFORM, AT THE JUNCTION OF STATE HIGHWAY 217 AND STATE HIGHWAY
 HY0200'218, IN SECTION  , T 2N, R 15W, SET IN THE TOP OF A SMALL OUTCROP
 HY0200'(EXPOSED PART IS 2 FEET BY 2 FEET AND 1/2 FOOT HIGH, 158 1/2
 HY0200'FEET NORTH OF THE CENTER OF A PUMP AND WELL WHICH IS LOCATED IN
 HY0200'THE CENTER OF THE JUNCTION TRIANGLE, 34 FEET WEST OF THE CENTER
 HY0200'LINE OF HIGHWAY 218, 64 1/2 FEET SOUTH-SOUTHWEST OF THE SOUTH
 HY0200'END OF THE WEST CONCRETE HEADWALL OF A 12-INCH PIPE CULVERT
 HY0200'UNDER HIGHWAY 218, ABOUT 3 FEET ABOVE THE LEVEL OF HIGHWAY 218.
 HY0200
 HY0200                          STATION RECOVERY (1976)
 HY0200
 HY0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0200'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0438 ***********************************************************************
 JY0438  DESIGNATION -  617
 JY0438  PID         -  JY0438
 JY0438  STATE/COUNTY-  OH/ROSS
 JY0438  USGS QUAD   -  RICHMOND DALE (1992)
 JY0438
 JY0438                         *CURRENT SURVEY CONTROL
 JY0438  ___________________________________________________________________
 JY0438* NAD 83(1986)-  39 14 52.     (N)    082 47 34.     (W)     SCALED    
 JY0438* NAVD 88     -       187.726  (meters)     615.90   (feet)  ADJUSTED  
 JY0438  ___________________________________________________________________
 JY0438  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JY0438  DYNAMIC HT  -         187.612 (meters)     615.52  (feet)  COMP
 JY0438  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 JY0438
 JY0438  VERT ORDER  -  FIRST     CLASS II
 JY0438
 JY0438.The horizontal coordinates were scaled from a topographic map and have
 JY0438.an estimated accuracy of +/- 6 seconds.
 JY0438
 JY0438.The orthometric height was determined by differential leveling
 JY0438.and adjusted by the National Geodetic Survey in June 1991..
 JY0438
 JY0438.The geoid height was determined by GEOID03.
 JY0438
 JY0438.The dynamic height is computed by dividing the NAVD 88
 JY0438.geopotential number by the normal gravity value computed on the
 JY0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0438.degrees latitude (g = 980.6199 gals.).
 JY0438
 JY0438.The modeled gravity was interpolated from observed gravity values.
 JY0438
 JY0438;                    North         East    Units  Estimated Accuracy
 JY0438;SPC OH S     -   138,560.      574,730.      MT  (+/- 180 meters Scaled)
 JY0438
 JY0438                          SUPERSEDED SURVEY CONTROL
 JY0438
 JY0438  NGVD 29 (??/??/92)  187.897  (m)          616.46   (f) ADJ UNCH    1 2
 JY0438
 JY0438.Superseded values are not recommended for survey control.
 JY0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0438.See file dsdata.txt to determine how the superseded data were derived.
 JY0438
 JY0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD452458(NAD 83)
 JY0438_MARKER: DD = SURVEY DISK
 JY0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0438_SP_SET: BUILDING
 JY0438_STAMPING: 617
 JY0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0438
 JY0438  HISTORY     - Date     Condition        Report By
 JY0438  HISTORY     - 1906     MONUMENTED       USGS
 JY0438  HISTORY     - 1958     GOOD             NGS
 JY0438  HISTORY     - 20050404 MARK NOT FOUND   GEOCAC
 JY0438
 JY0438                          STATION DESCRIPTION
 JY0438
 JY0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0438'AT VIGO.
 JY0438'AT VIGO, ALONG THE BALTIMORE AND OHIO RAILROAD, AT A BLACK TOP
 JY0438'ROAD CROSSING, SET VERTICALLY IN THE SOUTHEAST FACE AT SOUTH CORNER
 JY0438'OF A LARGE 2-STORY BRICK HOUSE, 58 FEET NORTHEAST OF NORTHEAST
 JY0438'RAIL, 32 FEET NORTHWEST OF CENTER LINE OF ROAD, 1 FOOT NORTHEAST
 JY0438'OF SOUTH CORNER, 1 FOOT ABOVE LEVEL OF GROUND AND ABOUT 2 FEET
 JY0438'BELOW LEVEL OF TRACK.
 JY0438
 JY0438                          STATION RECOVERY (2005)
 JY0438
 JY0438'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0438'RAILROAD TRACK WERE REMOVED SEVERAL YEARS AGO.  APPEARS THAT THE
 JY0438'BUILDING HAS BEEN TORN DOWN ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2379 ***********************************************************************
 MB2379  DESIGNATION -  62 102 1 P CO
 MB2379  PID         -  MB2379
 MB2379  STATE/COUNTY-  OH/PORTAGE
 MB2379  USGS QUAD   -  DEERFIELD (1994)
 MB2379
 MB2379                         *CURRENT SURVEY CONTROL
 MB2379  ___________________________________________________________________
 MB2379* NAD 83(1995)-  41 06 06.08988(N)    081 03 04.23997(W)     ADJUSTED  
 MB2379* NAVD 88     -       318.6    (meters)    1045.     (feet)  VERTCON   
 MB2379  ___________________________________________________________________
 MB2379  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 MB2379  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB2379
 MB2379  HORZ ORDER  -  SECOND
 MB2379
 MB2379.The horizontal coordinates were established by classical geodetic methods
 MB2379.and adjusted by the National Geodetic Survey in April 1998..
 MB2379
 MB2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2379
 MB2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2379
 MB2379.The geoid height was determined by GEOID03.
 MB2379
 MB2379;                    North         East     Units Scale Factor Converg.
 MB2379;SPC OH N     -   160,364.597   721,696.400   MT  0.99993932   +0 57 06.5
 MB2379;UTM  17      - 4,550,047.159   495,702.493   MT  0.99960023   -0 02 01.1
 MB2379
 MB2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2379!SPC OH N     -   0.99995530  x   0.99993932  =   0.99989463
 MB2379!UTM  17      -   0.99995530  x   0.99960023  =   0.99955555
 MB2379
 MB2379                          SUPERSEDED SURVEY CONTROL
 MB2379
 MB2379  NAD 83(1986)-  41 06 06.09537(N)    081 03 04.24151(W) AD(       ) 2
 MB2379  NAD 27      -  41 06 05.89097(N)    081 03 04.90069(W) AD(       ) 2
 MB2379  NGVD 29 (07/19/86)  318.8    (m)         1046.     (f) VERT ANG       
 MB2379
 MB2379.Superseded values are not recommended for survey control.
 MB2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2379.See file dsdata.txt to determine how the superseded data were derived.
 MB2379
 MB2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9570250047(NAD 83)
 MB2379_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2379+STABILITY: SURFACE MOTION
 MB2379
 MB2379  HISTORY     - Date     Condition        Report By
 MB2379  HISTORY     - 1977     MONUMENTED       OH-133
 MB2379
 MB2379                          STATION DESCRIPTION
 MB2379
 MB2379'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2379'THE STATION IS ABOUT 3-3/4 MILES NORTHEAST OF YALE, 4-1/2 MILES
 MB2379'SOUTH-SOUTHEAST OF WAYLAND, 1-1/4 MILES NORTH OF PALMYRA,
 MB2379'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 225.
 MB2379'
 MB2379'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 225
 MB2379'AND TALLMADGE ROAD, COUNTY HIGHWAY 18, IN PALMYRA, GO NORTH ON
 MB2379'STATE ROUTE 225 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 MB2379'
 MB2379'STATION MARK, STAMPED---62-102-1 1977---, IS A PORTAGE COUNTY
 MB2379'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2379'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 69.5 FEET
 MB2379'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, ADDRESS NUMBER 1109,
 MB2379'31.9 FEET SOUTHEAST OF TELEPHONE AND POWER POLE NUMBER PA 1199,
 MB2379'20.6 FEET SOUTHEAST OF A 16-INCH MAPLE TREE, AND 18.4 FEET WEST
 MB2379'OF THE CENTERLINE OF STATE ROUTE 225.
 MB2379'
 MB2379'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2379'LIGHT ABOVE STATION MARK WAS 2.5 METERS.
 MB2379'STATION 62 314 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2379'
 MB2379'DESCRIBED BY F.J.PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2378 ***********************************************************************
 MB2378  DESIGNATION -  62 311 1 P CO
 MB2378  PID         -  MB2378
 MB2378  STATE/COUNTY-  OH/PORTAGE
 MB2378  USGS QUAD   -  DEERFIELD (1994)
 MB2378
 MB2378                         *CURRENT SURVEY CONTROL
 MB2378  ___________________________________________________________________
 MB2378* NAD 83(1995)-  41 07 07.52632(N)    081 03 04.15932(W)     ADJUSTED  
 MB2378* NAVD 88     -       327.     (meters)    1073.     (feet)  VERTCON   
 MB2378  ___________________________________________________________________
 MB2378  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 MB2378  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2378
 MB2378  HORZ ORDER  -  SECOND
 MB2378
 MB2378.The horizontal coordinates were established by classical geodetic methods
 MB2378.and adjusted by the National Geodetic Survey in April 1998..
 MB2378
 MB2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2378
 MB2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2378
 MB2378.The geoid height was determined by GEOID03.
 MB2378
 MB2378;                    North         East     Units Scale Factor Converg.
 MB2378;SPC OH N     -   162,259.498   721,666.801   MT  0.99993954   +0 57 06.5
 MB2378;UTM  17      - 4,551,941.647   495,705.487   MT  0.99960023   -0 02 01.1
 MB2378
 MB2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2378!SPC OH N     -   0.99995402  x   0.99993954  =   0.99989356
 MB2378!UTM  17      -   0.99995402  x   0.99960023  =   0.99955427
 MB2378
 MB2378                          SUPERSEDED SURVEY CONTROL
 MB2378
 MB2378  NAD 83(1986)-  41 07 07.53181(N)    081 03 04.16068(W) AD(       ) 2
 MB2378  NAD 27      -  41 07 07.32809(N)    081 03 04.82001(W) AD(       ) 2
 MB2378  NGVD 29 (07/19/86)  327.     (m)         1073.     (f) VERT ANG       
 MB2378
 MB2378.Superseded values are not recommended for survey control.
 MB2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2378.See file dsdata.txt to determine how the superseded data were derived.
 MB2378
 MB2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9570551942(NAD 83)
 MB2378_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2378+STABILITY: SURFACE MOTION
 MB2378
 MB2378  HISTORY     - Date     Condition        Report By
 MB2378  HISTORY     - 1977     MONUMENTED       OH-133
 MB2378
 MB2378                          STATION DESCRIPTION
 MB2378
 MB2378'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2378'THE STATION IS ABOUT 4-3/4 MILES NORTHEAST OF YALE, 3-1/2 MILES
 MB2378'SOUTH-SOUTHEAST OF WAYLAND, 1-1/4 MILES NORTH OF PALMYRA,
 MB2378'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 225.
 MB2378'
 MB2378'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 225
 MB2378'AND TALLMADGE ROAD, COUNTY HIGHWAY 18, IN PALMYRA, GO NORTH ON
 MB2378'STATE ROUTE 225 FOR 1.35 MILES TO THE STATION ON THE LEFT.
 MB2378'
 MB2378'STATION MARK, STAMPED---62-311-1 1977---, IS A PORTAGE COUNTY
 MB2378'BRASS DISK SET IN ROCK THAT IS 8 INCHES BELOW THE GROUND
 MB2378'SURFACE.  IT IS 82.0 FEET NORTH-NORTHEAST OF A 24-INCH MAPLE
 MB2378'TREE, 43.8 FEET NORTH-NORTHEAST OF A 14-INCH MAPLE TREE, 20.8
 MB2378'FEET EAST OF THE CENTERLINE OF STATE ROUTE 225, AND 15.6 FEET
 MB2378'SOUTHEAST OF TELEPHONE POLE NUMBER 171.
 MB2378'
 MB2378'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2378'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2378'STATION 62 314 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2378'
 MB2378'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2376 ***********************************************************************
 MB2376  DESIGNATION -  62 314 1 P CO
 MB2376  PID         -  MB2376
 MB2376  STATE/COUNTY-  OH/PORTAGE
 MB2376  USGS QUAD   -  DEERFIELD (1994)
 MB2376
 MB2376                         *CURRENT SURVEY CONTROL
 MB2376  ___________________________________________________________________
 MB2376* NAD 83(1995)-  41 06 58.95754(N)    081 03 03.59907(W)     ADJUSTED  
 MB2376* NAVD 88     -       328.6    (meters)    1078.     (feet)  VERTCON   
 MB2376  ___________________________________________________________________
 MB2376  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 MB2376  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2376
 MB2376  HORZ ORDER  -  SECOND
 MB2376
 MB2376.The horizontal coordinates were established by classical geodetic methods
 MB2376.and adjusted by the National Geodetic Survey in April 1998..
 MB2376
 MB2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2376
 MB2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2376
 MB2376.The geoid height was determined by GEOID03.
 MB2376
 MB2376;                    North         East     Units Scale Factor Converg.
 MB2376;SPC OH N     -   161,995.430   721,684.259   MT  0.99993950   +0 57 06.9
 MB2376;UTM  17      - 4,551,677.407   495,718.397   MT  0.99960023   -0 02 00.7
 MB2376
 MB2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2376!SPC OH N     -   0.99995374  x   0.99993950  =   0.99989324
 MB2376!UTM  17      -   0.99995374  x   0.99960023  =   0.99955398
 MB2376
 MB2376:                Primary Azimuth Mark                     Grid Az
 MB2376:SPC OH N     -  62 102 1 P CO                            179 34 24.5
 MB2376:UTM  17      -  62 102 1 P CO                            180 33 32.1
 MB2376
 MB2376|---------------------------------------------------------------------|
 MB2376| PID    Reference Object                     Distance      Geod. Az  |
 MB2376|                                                           dddmmss.s |
 MB2376| MB2379 62 102 1 P CO                       APPROX. 1.6 KM 1803131.4 |
 MB2376| MB2378 62 311 1 P CO                       264.661 METERS 35710     |
 MB2376|---------------------------------------------------------------------|
 MB2376
 MB2376                          SUPERSEDED SURVEY CONTROL
 MB2376
 MB2376  NAD 83(1986)-  41 06 58.96304(N)    081 03 03.60045(W) AD(       ) 2
 MB2376  NAD 27      -  41 06 58.75922(N)    081 03 04.25978(W) AD(       ) 2
 MB2376  NGVD 29 (07/19/86)  328.8    (m)         1079.     (f) VERT ANG       
 MB2376
 MB2376.Superseded values are not recommended for survey control.
 MB2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2376.See file dsdata.txt to determine how the superseded data were derived.
 MB2376
 MB2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9571851677(NAD 83)
 MB2376_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2376+STABILITY: SURFACE MOTION
 MB2376
 MB2376  HISTORY     - Date     Condition        Report By
 MB2376  HISTORY     - 1977     MONUMENTED       OH-133
 MB2376
 MB2376                          STATION DESCRIPTION
 MB2376
 MB2376'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2376'THE STATION IS ABOUT 4-3/4 MILES NORTHEAST OF YALE, 3-1/2 MILES
 MB2376'SOUTH-SOUTHEAST OF WAYLAND, 1-1/4 MILES NORTH OF PALMYRA,
 MB2376'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 225.
 MB2376'
 MB2376'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 225
 MB2376'AND TALLMADGE ROAD, COUNTY HIGHWAY 18, IN PALMYRA, GO NORTH ON
 MB2376'STATE ROUTE 225 FOR 0.2 MILE TO AZIMUTH MARK 62 102 1 P CO ON
 MB2376'THE LEFT.  CONTINUE NORTH ON STATE ROUTE 225 FOR 1.0 MILE TO THE
 MB2376'STATION ON THE RIGHT.  CONTINUE NORTH ON STATE ROUTE 225 FOR
 MB2376'0.15 MILE TO AZIMUTH MARK 62 311 1 P CO ON THE LEFT.
 MB2376'
 MB2376'STATION MARKS, STAMPED---62-314-1 1977---, ARE PORTAGE COUNTY
 MB2376'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2376'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2376'SURFACE.  IT IS 90.8 FEET NORTH OF POWER POLE NUMBER 214 BY,
 MB2376'78.4 FEET SOUTH OF POWER POLE NUMBER PA 1154, 20.2 FEET EAST OF
 MB2376'THE CENTERLINE OF STATE ROUTE 225, AND 11.4 FEET WEST OF A
 MB2376'5-INCH PINE TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MB2376'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2376'
 MB2376'AZIMUTH MARK 62 102 1 P CO, STAMPED---62-102-1 1977---, IS A
 MB2376'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2376'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2376'SURFACE.  IT IS 69.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MB2376'A HOUSE, ADDRESS NUMBER 1109, 31.9 FEET SOUTHEAST OF TELEPHONE
 MB2376'AND POWER POLE NUMBER PA 1199, 20.6 FEET SOUTHEAST OF A 16-INCH
 MB2376'MAPLE TREE, AND 18.4 FEET WEST OF THE CENTERLINE OF STATE
 MB2376'ROUTE 225.
 MB2376'
 MB2376'AZIMUTH MARK 62 311 1 P CO, STAMPED---62-311-1 1977, IS A
 MB2376'PORTAGE COUNTY BRASS DISK SET IN ROCK THAT IS 8-INCHES
 MB2376'BELOW THE GROUND SURFACE.  IT IS 82.0 FEET NORTH-
 MB2376'NORTHEAST OF A 24-INCH MAPLE TREE, 43.8 FEET NORTH-NORTHEAST
 MB2376'OF A 14-INCH MAPLE TREE, 20.8 FEET EAST OF THE CENTERLINE OF
 MB2376'STATE ROUTE 225, AND 15.6 FEET SOUTHEAST OF A TELEPHONE POLE
 MB2376'NUMBER 171.
 MB2376'
 MB2376'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2376'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2376'
 MB2376'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2372 ***********************************************************************
 MB2372  DESIGNATION -  62 326 1 P CO
 MB2372  PID         -  MB2372
 MB2372  STATE/COUNTY-  OH/PORTAGE
 MB2372  USGS QUAD   -  DEERFIELD (1994)
 MB2372
 MB2372                         *CURRENT SURVEY CONTROL
 MB2372  ___________________________________________________________________
 MB2372* NAD 83(1995)-  41 05 55.86537(N)    081 01 55.94928(W)     ADJUSTED  
 MB2372* NAVD 88     -       304.     (meters)     997.     (feet)  VERTCON   
 MB2372  ___________________________________________________________________
 MB2372  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 MB2372  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2372
 MB2372  HORZ ORDER  -  SECOND
 MB2372
 MB2372.The horizontal coordinates were established by classical geodetic methods
 MB2372.and adjusted by the National Geodetic Survey in April 1998..
 MB2372
 MB2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2372
 MB2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2372
 MB2372.The geoid height was determined by GEOID03.
 MB2372
 MB2372;                    North         East     Units Scale Factor Converg.
 MB2372;SPC OH N     -   160,075.889   723,294.947   MT  0.99993929   +0 57 51.4
 MB2372;UTM  17      - 4,549,731.109   497,295.298   MT  0.99960009   -0 01 16.2
 MB2372
 MB2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2372!SPC OH N     -   0.99995763  x   0.99993929  =   0.99989692
 MB2372!UTM  17      -   0.99995763  x   0.99960009  =   0.99955773
 MB2372
 MB2372                          SUPERSEDED SURVEY CONTROL
 MB2372
 MB2372  NAD 83(1986)-  41 05 55.87074(N)    081 01 55.95084(W) AD(       ) 2
 MB2372  NAD 27      -  41 05 55.66634(N)    081 01 56.61223(W) AD(       ) 2
 MB2372  NGVD 29 (07/19/86)  304.     (m)          997.     (f) VERT ANG       
 MB2372
 MB2372.Superseded values are not recommended for survey control.
 MB2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2372.See file dsdata.txt to determine how the superseded data were derived.
 MB2372
 MB2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9729549731(NAD 83)
 MB2372_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2372+STABILITY: SURFACE MOTION
 MB2372
 MB2372  HISTORY     - Date     Condition        Report By
 MB2372  HISTORY     - 1977     MONUMENTED       OH-133
 MB2372
 MB2372                          STATION DESCRIPTION
 MB2372
 MB2372'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2372'THE STATION IS ABOUT 4-3/4 MILES SOUTH-SOUTHEAST OF WAYLAND,
 MB2372'4-1/4 MILES NORTHEAST OF YALE, 1 MILE EAST OF PALMYRA,
 MB2372'AND ON THE RIGHT-OF-WAY OF MC CLINTOCKSBURG ROAD, COUNTY
 MB2372'HIGHWAY 135.
 MB2372'
 MB2372'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB2372'ROUTE 225 AND TALLMADGE ROAD, COUNTY HIGHWAY 18, GO EAST ON
 MB2372'TALLMADGE ROAD FOR 1.0 MILE TO THE
 MB2372'INTERSECTION OF MC CLINTOCKSBURG ROAD AND
 MB2372'THE STATION ON THE NORTHWEST CORNER OF THE INTERSECTION.
 MB2372'
 MB2372'STATION MARK, STAMPED---62-326-1 1977---, IS A PORTAGE COUNTY
 MB2372'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2372'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 71.0 FEET
 MB2372'WEST OF THE CENTERLINE OF MC CLINTOCKSBURG ROAD,
 MB2372'70.6 FEET SOUTHWEST OF POWER AND TELEPHONE POLE
 MB2372'NUMBER 1087, 46.3 FEET WEST OF POWER POLE NUMBER PA 143, AND
 MB2372'24.2 FEET NORTH OF THE CENTERLINE OF TALLMADGE ROAD.
 MB2372'
 MB2372'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2372'LIGHT ABOVE STATION MARK WAS 2.2 METERS.
 MB2372'STATION 62 327 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2372'
 MB2372'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2369 ***********************************************************************
 MB2369  DESIGNATION -  62 327 1 P CO
 MB2369  PID         -  MB2369
 MB2369  STATE/COUNTY-  OH/PORTAGE
 MB2369  USGS QUAD   -  DEERFIELD (1994)
 MB2369
 MB2369                         *CURRENT SURVEY CONTROL
 MB2369  ___________________________________________________________________
 MB2369* NAD 83(1995)-  41 05 40.66723(N)    081 01 54.61361(W)     ADJUSTED  
 MB2369* NAVD 88     -       305.0    (meters)    1001.     (feet)  VERTCON   
 MB2369  ___________________________________________________________________
 MB2369  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 MB2369  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2369
 MB2369  HORZ ORDER  -  SECOND
 MB2369
 MB2369.The horizontal coordinates were established by classical geodetic methods
 MB2369.and adjusted by the National Geodetic Survey in April 1998..
 MB2369
 MB2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2369
 MB2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2369
 MB2369.The geoid height was determined by GEOID03.
 MB2369
 MB2369;                    North         East     Units Scale Factor Converg.
 MB2369;SPC OH N     -   159,607.664   723,334.001   MT  0.99993925   +0 57 52.2
 MB2369;UTM  17      - 4,549,262.441   497,326.283   MT  0.99960009   -0 01 15.3
 MB2369
 MB2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2369!SPC OH N     -   0.99995744  x   0.99993925  =   0.99989669
 MB2369!UTM  17      -   0.99995744  x   0.99960009  =   0.99955755
 MB2369
 MB2369:                Primary Azimuth Mark                     Grid Az
 MB2369:SPC OH N     -  62 407 1 P CO                            179 58 32.6
 MB2369:UTM  17      -  62 407 1 P CO                            180 57 40.1
 MB2369
 MB2369|---------------------------------------------------------------------|
 MB2369| PID    Reference Object                     Distance      Geod. Az  |
 MB2369|                                                           dddmmss.s |
 MB2369| MB2371 62 407 1 P CO                       APPROX. 0.9 KM 1805624.8 |
 MB2369| MB2372 62 326 1 P CO                       469.880 METERS 3561147.5 |
 MB2369|---------------------------------------------------------------------|
 MB2369
 MB2369                          SUPERSEDED SURVEY CONTROL
 MB2369
 MB2369  NAD 83(1986)-  41 05 40.67260(N)    081 01 54.61522(W) AD(       ) 2
 MB2369  NAD 27      -  41 05 40.46803(N)    081 01 55.27662(W) AD(       ) 2
 MB2369  NGVD 29 (07/19/86)  305.2    (m)         1001.     (f) VERT ANG       
 MB2369
 MB2369.Superseded values are not recommended for survey control.
 MB2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2369.See file dsdata.txt to determine how the superseded data were derived.
 MB2369
 MB2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9732649262(NAD 83)
 MB2369_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2369+STABILITY: SURFACE MOTION
 MB2369
 MB2369  HISTORY     - Date     Condition        Report By
 MB2369  HISTORY     - 1977     MONUMENTED       OH-133
 MB2369
 MB2369                          STATION DESCRIPTION
 MB2369
 MB2369'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2369'THE STATION IS ABOUT 5-1/4 MILES SOUTH-SOUTHEAST OF WAYLAND,
 MB2369'4-1/4 MILES NORTHEAST OF YALE, 1 MILE EAST-SOUTHEAST OF PALMYRA,
 MB2369'AND ON THE RIGHT-OF-WAY OF MC CLINTOCKSBURG ROAD, COUNTY
 MB2369'HIGHWAY 135.
 MB2369'
 MB2369'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB2369'ROUTE 225 AND TALLMADGE ROAD, COUNTY HIGHWAY 18, GO EAST ON
 MB2369'TALLMADGE ROAD FOR 1.0 MILE TO THE
 MB2369'INTERSECTION OF MC CLINTOCKSBURG ROAD
 MB2369'AND AZIMUTH MARK 62 326 1 P CO ON THE NORTHWEST CORNER OF THE
 MB2369'INTERSECTION.  TURN RIGHT AND GO SOUTH ON MC CLINTOCKSBURG ROAD
 MB2369'FOR 0.3 MILE TO THE STATION ON THE LEFT.
 MB2369'CONTINUE SOUTH ON MC CLINTOCKSBURG ROAD
 MB2369'FOR 0.5 MILE TO AZIMUTH MARK 62 407 1 P CO ON THE RIGHT.
 MB2369'
 MB2369'STATION MARKS, STAMPED---62-327-1 1977---, ARE PORTAGE COUNTY
 MB2369'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2369'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2369'SURFACE.  IT IS 94 FEET NORTHWEST OF A 5-INCH MAPLE TREE SOUTH
 MB2369'OF THE DRIVEWAY TO A HOUSE, ADDRESS NUMBER 3851, 30.0 FEET
 MB2369'EAST OF THE CENTERLINE OF MC CLINTOCKSBURG ROAD,
 MB2369'AND 2.9 FEET WEST OF A PROPERTY PIN ON THE NORTH PROPERTY LINE
 MB2369'TO A HOUSE, ADDRESS NUMBER 3870.  THE UNDERGROUND DISK IS SET
 MB2369'IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2369'GROUND SURFACE.
 MB2369'
 MB2369'AZIMUTH MARK 62 326 1 P CO, STAMPED---62-326-1 1977---, IS A
 MB2369'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2369'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2369'SURFACE.  IT IS 71.0 FEET WEST OF THE CENTERLINE OF
 MB2369'MC CLINTOCKSBURG ROAD, 70.6 FEET SOUTHWEST
 MB2369'OF POWER AND TELEPHONE POLE NUMBER 1087, 46.3 FEET WEST OF
 MB2369'POWER POLE NUMBER PA 143, AND 24.2 FEET NORTH OF THE CENTERLINE
 MB2369'OF TALLMADGE ROAD.
 MB2369'
 MB2369'AZIMUTH MARK 62 407 1 P CO, STAMPED---62-407-1 1977---, IS A
 MB2369'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2369'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2369'SURFACE.  IT IS 91.0 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 MB2369'DRIVE TO A HOUSE, ADDRESS NUMBER 3575, 57.5 FEET NORTHWEST OF A
 MB2369'SPIKE IN THE SOUTH SIDE OF A FENCE POST, 31.3 FEET SOUTHEAST OF
 MB2369'POWER POLE NUMBER PA 1080, AND 22.5 FEET WEST OF THE CENTERLINE
 MB2369'OF MC CLINTOCKSBURG ROAD.
 MB2369'
 MB2369'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2369'LIGHT ABOVE STATION MARK WAS 2.1 METERS.
 MB2369'
 MB2369'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2366 ***********************************************************************
 MB2366  DESIGNATION -  62 331 1 P CO
 MB2366  PID         -  MB2366
 MB2366  STATE/COUNTY-  OH/PORTAGE
 MB2366  USGS QUAD   -  DEERFIELD (1994)
 MB2366
 MB2366                         *CURRENT SURVEY CONTROL
 MB2366  ___________________________________________________________________
 MB2366* NAD 83(1995)-  41 05 32.77211(N)    081 00 44.62059(W)     ADJUSTED  
 MB2366* NAVD 88     -       300.     (meters)     984.     (feet)  VERTCON   
 MB2366  ___________________________________________________________________
 MB2366  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 MB2366  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2366
 MB2366  HORZ ORDER  -  SECOND
 MB2366
 MB2366.The horizontal coordinates were established by classical geodetic methods
 MB2366.and adjusted by the National Geodetic Survey in April 1998..
 MB2366
 MB2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2366
 MB2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2366
 MB2366.The geoid height was determined by GEOID03.
 MB2366
 MB2366;                    North         East     Units Scale Factor Converg.
 MB2366;SPC OH N     -   159,391.836   724,971.278   MT  0.99993923   +0 58 38.2
 MB2366;UTM  17      - 4,549,018.569   498,959.052   MT  0.99960001   -0 00 29.3
 MB2366
 MB2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2366!SPC OH N     -   0.99995826  x   0.99993923  =   0.99989749
 MB2366!UTM  17      -   0.99995826  x   0.99960001  =   0.99955828
 MB2366
 MB2366                          SUPERSEDED SURVEY CONTROL
 MB2366
 MB2366  NAD 83(1986)-  41 05 32.77727(N)    081 00 44.62220(W) AD(       ) 2
 MB2366  NAD 27      -  41 05 32.57220(N)    081 00 45.29122(W) AD(       ) 2
 MB2366  NGVD 29 (07/19/86)  300.     (m)          984.     (f) VERT ANG       
 MB2366
 MB2366.Superseded values are not recommended for survey control.
 MB2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2366.See file dsdata.txt to determine how the superseded data were derived.
 MB2366
 MB2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9895949019(NAD 83)
 MB2366_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2366+STABILITY: SURFACE MOTION
 MB2366
 MB2366  HISTORY     - Date     Condition        Report By
 MB2366  HISTORY     - 1977     MONUMENTED       OH-133
 MB2366
 MB2366                          STATION DESCRIPTION
 MB2366
 MB2366'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2366'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF DEERFIELD, 5-1/4
 MB2366'MILES EAST OF YALE, 2 MILES SOUTHEAST OF PALMYRA, AND ON
 MB2366'THE RIGHT-OF-WAY OF JONES ROAD, COUNTY HIGHWAY 136.
 MB2366'
 MB2366'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 225
 MB2366'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN PALMYRA, GO EAST ON
 MB2366'TALLMADGE ROAD FOR 2.0 MILES TO THE INTERSECTION
 MB2366'OF JONES ROAD.  TURN RIGHT AND GO SOUTH FOR 0.45
 MB2366'MILE TO THE STATION ON THE LEFT.
 MB2366'
 MB2366'STATION MARK, STAMPED---62-331-1 1977---, IS A PORTAGE COUNTY
 MB2366'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2366'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47.0 FEET
 MB2366'SOUTH OF A 20-INCH MAPLE TREE, 46.4 FEET NORTHEAST OF A 30-INCH
 MB2366'MAPLE TREE, AND 20.0 FEET EAST OF THE CENTERLINE OF JONES ROAD.
 MB2366'
 MB2366'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2366'LIGHT ABOVE STATION MARK WAS 1.5 METERS
 MB2366'STATION 62 403 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2366'
 MB2366'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2365 ***********************************************************************
 MB2365  DESIGNATION -  62 401 1 P CO
 MB2365  PID         -  MB2365
 MB2365  STATE/COUNTY-  OH/PORTAGE
 MB2365  USGS QUAD   -  DEERFIELD (1994)
 MB2365
 MB2365                         *CURRENT SURVEY CONTROL
 MB2365  ___________________________________________________________________
 MB2365* NAD 83(1995)-  41 04 57.63522(N)    081 00 44.02524(W)     ADJUSTED  
 MB2365* NAVD 88     -       300.     (meters)     984.     (feet)  VERTCON   
 MB2365  ___________________________________________________________________
 MB2365  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 MB2365  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2365
 MB2365  HORZ ORDER  -  SECOND
 MB2365
 MB2365.The horizontal coordinates were established by classical geodetic methods
 MB2365.and adjusted by the National Geodetic Survey in April 1998..
 MB2365
 MB2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2365
 MB2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2365
 MB2365.The geoid height was determined by GEOID03.
 MB2365
 MB2365;                    North         East     Units Scale Factor Converg.
 MB2365;SPC OH N     -   158,308.366   725,003.658   MT  0.99993917   +0 58 38.6
 MB2365;UTM  17      - 4,547,935.070   498,972.789   MT  0.99960001   -0 00 28.9
 MB2365
 MB2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2365!SPC OH N     -   0.99995826  x   0.99993917  =   0.99989743
 MB2365!UTM  17      -   0.99995826  x   0.99960001  =   0.99955828
 MB2365
 MB2365                          SUPERSEDED SURVEY CONTROL
 MB2365
 MB2365  NAD 83(1986)-  41 04 57.64038(N)    081 00 44.02697(W) AD(       ) 2
 MB2365  NAD 27      -  41 04 57.43492(N)    081 00 44.69616(W) AD(       ) 2
 MB2365  NGVD 29 (07/19/86)  300.     (m)          984.     (f) VERT ANG       
 MB2365
 MB2365.Superseded values are not recommended for survey control.
 MB2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2365.See file dsdata.txt to determine how the superseded data were derived.
 MB2365
 MB2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9897347935(NAD 83)
 MB2365_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2365+STABILITY: SURFACE MOTION
 MB2365
 MB2365  HISTORY     - Date     Condition        Report By
 MB2365  HISTORY     - 1977     MONUMENTED       OH-133
 MB2365
 MB2365                          STATION DESCRIPTION
 MB2365
 MB2365'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2365'THE STATION IS ABOUT 4-3/4 MILES NORTHEAST OF DEERFIELD, 4-3/4
 MB2365'MILES EAST OF YALE, 2-1/4 MILES SOUTHEAST OF PALMYRA, AND ON
 MB2365'THE RIGHT-OF-WAY OF JONES ROAD, COUNTY HIGHWAY 136.
 MB2365'
 MB2365'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 225
 MB2365'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN PALMYRA, GO EAST ON
 MB2365'TALLMADGE ROAD FOR 2.0 MILES TO THE
 MB2365'INTERSECTION OF JONES ROAD, TURN RIGHT AND
 MB2365'GO SOUTH FOR 1.1 MILES TO THE STATION ON THE LEFT.
 MB2365'
 MB2365'STATION MARK, STAMPED---62-401-1 1977---, IS A PORTAGE COUNTY
 MB2365'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2365'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 48.5 FEET
 MB2365'NORTHEAST OF POWER POLE NUMBER PA 702, 27.0 FEET NORTHEAST OF
 MB2365'THE CENTERLINE OF SCOTTS CORNERS ROAD, TOWNSHIP HIGHWAY 134, 20
 MB2365'FEET EAST OF THE CENTERLINE OF JONES ROAD,
 MB2365'AND 7.8 FEET SOUTHWEST OF AN UNDERGROUND TELEPHONE MARKER
 MB2365'JUNCTION BOX.
 MB2365'
 MB2365'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2365'LIGHT ABOVE STATION MARK WAS 1.5 METERS
 MB2365'STATION 62 403 1 P CO CAN BE USED AS AZIMUTH MARK.
 MB2365'
 MB2365'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2364 ***********************************************************************
 MB2364  DESIGNATION -  62 402 1 P CO
 MB2364  PID         -  MB2364
 MB2364  STATE/COUNTY-  OH/PORTAGE
 MB2364  USGS QUAD   -  DEERFIELD (1994)
 MB2364
 MB2364                         *CURRENT SURVEY CONTROL
 MB2364  ___________________________________________________________________
 MB2364* NAD 83(1995)-  41 04 22.05342(N)    081 00 43.55174(W)     ADJUSTED  
 MB2364* NAVD 88     -       311.     (meters)    1020.     (feet)  VERTCON   
 MB2364  ___________________________________________________________________
 MB2364  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 MB2364  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2364
 MB2364  HORZ ORDER  -  SECOND
 MB2364
 MB2364.The horizontal coordinates were established by classical geodetic methods
 MB2364.and adjusted by the National Geodetic Survey in April 1998..
 MB2364
 MB2364.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2364
 MB2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2364
 MB2364.The geoid height was determined by GEOID03.
 MB2364
 MB2364;                    North         East     Units Scale Factor Converg.
 MB2364;SPC OH N     -   157,211.128   725,033.432   MT  0.99993914   +0 58 38.9
 MB2364;UTM  17      - 4,546,837.854   498,983.685   MT  0.99960001   -0 00 28.6
 MB2364
 MB2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2364!SPC OH N     -   0.99995653  x   0.99993914  =   0.99989567
 MB2364!UTM  17      -   0.99995653  x   0.99960001  =   0.99955656
 MB2364
 MB2364                          SUPERSEDED SURVEY CONTROL
 MB2364
 MB2364  NAD 83(1986)-  41 04 22.05859(N)    081 00 43.55360(W) AD(       ) 2
 MB2364  NAD 27      -  41 04 21.85272(N)    081 00 44.22296(W) AD(       ) 2
 MB2364  NGVD 29 (07/19/86)  311.     (m)         1020.     (f) VERT ANG       
 MB2364
 MB2364.Superseded values are not recommended for survey control.
 MB2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2364.See file dsdata.txt to determine how the superseded data were derived.
 MB2364
 MB2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9898446838(NAD 83)
 MB2364_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2364+STABILITY: SURFACE MOTION
 MB2364
 MB2364  HISTORY     - Date     Condition        Report By
 MB2364  HISTORY     - 1977     MONUMENTED       OH-133
 MB2364
 MB2364                          STATION DESCRIPTION
 MB2364
 MB2364'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2364'THE STATION IS ABOUT 4-3/4 MILES NORTHEAST OF YALE, 4 MILES
 MB2364'NORTHEAST OF DEERFIELD, 2-3/4 MILES SOUTHEAST OF PALMYRA, AND
 MB2364'ON THE RIGHT-OF-WAY OF WILLIAMS ROAD, COUNTY HIGHWAY 131.
 MB2364'
 MB2364'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB2364'ROUTE 225 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO EAST ON
 MB2364'TALLMADGE ROAD FOR 2.0 MILES TO THE
 MB2364'INTERSECTION OF JONES ROAD, COUNTY HIGHWAY 136.  TURN RIGHT ON
 MB2364'JONES ROAD AND GO SOUTH FOR 1.8 MILES TO
 MB2364'THE INTERSECTION OF WILLIAMS ROAD AND THE
 MB2364'STATION IN THE SOUTHEAST ANGLE OF THE T-INTERSECTION .
 MB2364'
 MB2364'STATION MARK, STAMPED---62-402-1 1977---, IS A PORTAGE COUNTY
 MB2364'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2364'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 61.7 FEET
 MB2364'EAST OF POWER POLE NUMBER PA 1239, 20.5 FEET NORTHWEST OF POWER
 MB2364'POLE NUMBER PA 501, AND 18.0 FEET SOUTH OF THE INTERSECTION OF
 MB2364'JONES AND WILLIAMS ROADS.
 MB2364'
 MB2364'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2364'LIGHT ABOVE STATION MARK WAS 1.4 METES.
 MB2364'STATION 62 404 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2364'
 MB2364'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2363 ***********************************************************************
 MB2363  DESIGNATION -  62 402 2 P CO
 MB2363  PID         -  MB2363
 MB2363  STATE/COUNTY-  OH/PORTAGE
 MB2363  USGS QUAD   -  DEERFIELD (1994)
 MB2363
 MB2363                         *CURRENT SURVEY CONTROL
 MB2363  ___________________________________________________________________
 MB2363* NAD 83(1995)-  41 03 43.83072(N)    081 00 31.61796(W)     ADJUSTED  
 MB2363* NAVD 88     -       315.     (meters)    1033.     (feet)  VERTCON   
 MB2363  ___________________________________________________________________
 MB2363  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 MB2363  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2363
 MB2363  HORZ ORDER  -  SECOND
 MB2363
 MB2363.The horizontal coordinates were established by classical geodetic methods
 MB2363.and adjusted by the National Geodetic Survey in April 1998..
 MB2363
 MB2363.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2363
 MB2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2363
 MB2363.The geoid height was determined by GEOID03.
 MB2363
 MB2363;                    North         East     Units Scale Factor Converg.
 MB2363;SPC OH N     -   156,037.010   725,332.129   MT  0.99993915   +0 58 46.8
 MB2363;UTM  17      - 4,545,659.173   499,262.050   MT  0.99960001   -0 00 20.8
 MB2363
 MB2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2363!SPC OH N     -   0.99995590  x   0.99993915  =   0.99989506
 MB2363!UTM  17      -   0.99995590  x   0.99960001  =   0.99955593
 MB2363
 MB2363                          SUPERSEDED SURVEY CONTROL
 MB2363
 MB2363  NAD 83(1986)-  41 03 43.83587(N)    081 00 31.61996(W) AD(       ) 2
 MB2363  NAD 27      -  41 03 43.62954(N)    081 00 32.28988(W) AD(       ) 2
 MB2363  NGVD 29 (07/19/86)  315.     (m)         1033.     (f) VERT ANG       
 MB2363
 MB2363.Superseded values are not recommended for survey control.
 MB2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2363.See file dsdata.txt to determine how the superseded data were derived.
 MB2363
 MB2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9926245659(NAD 83)
 MB2363_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2363+STABILITY: SURFACE MOTION
 MB2363
 MB2363  HISTORY     - Date     Condition        Report By
 MB2363  HISTORY     - 1977     MONUMENTED       OH-133
 MB2363
 MB2363                          STATION DESCRIPTION
 MB2363
 MB2363'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2363'THE STATION IS ABOUT 4-3/4 MILES EAST OF YALE, 3-1/2 MILES
 MB2363'SOUTHEAST OF PALMYRA, 3-1/2 MILES NORTHEAST OF DEERFIELD, AND
 MB2363'ON THE RIGHT-OF-WAY OF YALE ROAD, COUNTY HIGHWAY 55.
 MB2363'
 MB2363'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB2363'ROUTE 225 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO EAST ON
 MB2363'TALLMADGE ROAD FOR 2.6 MILES TO THE
 MB2363'INTERSECTION OF COUNTY HIGHWAY 73, MAHONING ROAD.  TURN RIGHT
 MB2363'AND GO SOUTH FOR 2.5 MILES TO THE INTERSECTION OF
 MB2363'YALE ROAD, TURN RIGHT ON YALE ROAD AND
 MB2363'GO WEST FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 MB2363'
 MB2363'STATION MARK, STAMPED---62-402-2 1977---, IS A PORTAGE COUNTY
 MB2363'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2363'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 37.8 FEET
 MB2363'SOUTHEAST OF A 20-INCH HICKORY TREE, 34.6 FEET WEST OF A
 MB2363'12-INCH DOUBLE-TRUNKED APPLE TREE, AND 19.0 FEET NORTH OF THE
 MB2363'CENTERLINE OF YALE ROAD.
 MB2363'
 MB2363'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2363'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2363'STATION 61 064 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2363'
 MB2363'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2405 ***********************************************************************
 MB2405  DESIGNATION -  62 403 1 P CO
 MB2405  PID         -  MB2405
 MB2405  STATE/COUNTY-  OH/PORTAGE
 MB2405  USGS QUAD   -  DEERFIELD (1994)
 MB2405
 MB2405                         *CURRENT SURVEY CONTROL
 MB2405  ___________________________________________________________________
 MB2405* NAD 83(1995)-  41 05 19.88890(N)    081 00 44.95701(W)     ADJUSTED  
 MB2405* NAVD 88     -       298.8    (meters)     980.     (feet)  VERTCON   
 MB2405  ___________________________________________________________________
 MB2405  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 MB2405  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2405
 MB2405  HORZ ORDER  -  SECOND
 MB2405
 MB2405.The horizontal coordinates were established by classical geodetic methods
 MB2405.and adjusted by the National Geodetic Survey in April 1998..
 MB2405
 MB2405.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2405
 MB2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2405
 MB2405.The geoid height was determined by GEOID03.
 MB2405
 MB2405;                    North         East     Units Scale Factor Converg.
 MB2405;SPC OH N     -   158,994.352   724,970.206   MT  0.99993921   +0 58 38.0
 MB2405;UTM  17      - 4,548,621.297   498,951.147   MT  0.99960001   -0 00 29.5
 MB2405
 MB2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2405!SPC OH N     -   0.99995841  x   0.99993921  =   0.99989763
 MB2405!UTM  17      -   0.99995841  x   0.99960001  =   0.99955844
 MB2405
 MB2405|---------------------------------------------------------------------|
 MB2405| PID    Reference Object                     Distance      Geod. Az  |
 MB2405|                                                           dddmmss.s |
 MB2405| MB2366 62 331 1 P CO                       397.509 METERS 00108     |
 MB2405| MB2365 62 401 1 P CO                       APPROX. 0.7 KM 1781107.5 |
 MB2405|---------------------------------------------------------------------|
 MB2405
 MB2405                          SUPERSEDED SURVEY CONTROL
 MB2405
 MB2405  NAD 83(1986)-  41 05 19.89406(N)    081 00 44.95866(W) AD(       ) 2
 MB2405  NAD 27      -  41 05 19.68885(N)    081 00 45.62772(W) AD(       ) 2
 MB2405  NGVD 29 (07/19/86)  299.0    (m)          981.     (f) VERT ANG       
 MB2405
 MB2405.Superseded values are not recommended for survey control.
 MB2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2405.See file dsdata.txt to determine how the superseded data were derived.
 MB2405
 MB2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9895148621(NAD 83)
 MB2405_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2405+STABILITY: SURFACE MOTION
 MB2405
 MB2405  HISTORY     - Date     Condition        Report By
 MB2405  HISTORY     - 1977     MONUMENTED       OH-133
 MB2405
 MB2405                          STATION DESCRIPTION
 MB2405
 MB2405'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2405'THE STATION IS ABOUT 5 MILES NORTHEAST OF DEERFIELD, 5 MILES
 MB2405'NORTHEAST OF YALE, 2 MILES SOUTHEAST OF PALMYRA, AND ON THE
 MB2405'RIGHT-OF-WAY OF JONES ROAD, COUNTY HIGHWAY 136.
 MB2405'
 MB2405'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB2405'ROUTE 225 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO EAST ON
 MB2405'TALLMADGE ROAD FOR 2.0 MILES TO THE INTERSECTION OF JONES ROAD.
 MB2405'TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO AZIMUTH MARK
 MB2405'62 331 1 P CO ON THE LEFT.  GO SOUTH ON JONES ROAD FOR 0.25 MILE
 MB2405'TO THE STATION ON THE RIGHT.  CONTINUE SOUTH ON JONES ROAD FOR 0.3
 MB2405'MILE TO THE INTERSECTION OF SCOTTS CORNERS ROAD, TOWNSHIP
 MB2405'HIGHWAY 134, AND AZIMUTH MARK 62 401 1 P CO ON THE LEFT.
 MB2405'
 MB2405'STATION MARKS, STAMPED---62-403-1 1977---, ARE PORTAGE COUNTY
 MB2405'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2405'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2405'SURFACE.  IT IS 74.3 FEET SOUTHWEST OF POWER POLE NUMBER PA 109,
 MB2405'33.2 FEET NORTH OF POWER POLE NUMBER PA 1347, AND 24.0 FEET
 MB2405'WEST OF THE CENTERLINE OF JONES ROAD.  THE
 MB2405'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 MB2405'42 INCHES BELOW THE GROUND SURFACE.
 MB2405'
 MB2405'AZIMUTH MARK 62 331 1 P CO, STAMPED---62-331-1 1977---, IS A
 MB2405'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2405'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2405'SURFACE.  IT IS 47.0 FEET SOUTH OF A 20-INCH MAPLE TREE, 46.4
 MB2405'FEET NORTHEAST OF A 30-INCH MAPLE TREE, AND 20.0 FEET EAST OF
 MB2405'THE CENTERLINE OF JONES ROAD.
 MB2405'
 MB2405'AZIMUTH MARK 62 401 1 P CO, STAMPED---62-401-1 1977---, IS A
 MB2405'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2405'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2405'SURFACE.  IT IS 48.5 FEET NORTHEAST OF POWER POLE NUMBER PA 702,
 MB2405'27.0 FEET NORTHEAST OF THE CENTERLINE OF SCOTTS CORNERS ROAD,
 MB2405'20 FEET EAST OF THE CENTERLINE OF JONES
 MB2405'ROAD, AND 7.8 FEET SOUTHWEST OF AN
 MB2405'UNDERGROUND TELEPHONE MARKER JUNCTION BOX.
 MB2405'
 MB2405'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2405'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2405'
 MB2405'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2407 ***********************************************************************
 MB2407  DESIGNATION -  62 404 1 P CO
 MB2407  PID         -  MB2407
 MB2407  STATE/COUNTY-  OH/PORTAGE
 MB2407  USGS QUAD   -  DEERFIELD (1994)
 MB2407
 MB2407                         *CURRENT SURVEY CONTROL
 MB2407  ___________________________________________________________________
 MB2407* NAD 83(1995)-  41 04 22.52683(N)    081 01 09.01928(W)     ADJUSTED  
 MB2407* NAVD 88     -       310.2    (meters)    1018.     (feet)  VERTCON   
 MB2407  ___________________________________________________________________
 MB2407  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 MB2407  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2407
 MB2407  HORZ ORDER  -  SECOND
 MB2407
 MB2407.The horizontal coordinates were established by classical geodetic methods
 MB2407.and adjusted by the National Geodetic Survey in April 1998..
 MB2407
 MB2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2407
 MB2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2407
 MB2407.The geoid height was determined by GEOID03.
 MB2407
 MB2407;                    North         East     Units Scale Factor Converg.
 MB2407;SPC OH N     -   157,215.611   724,438.763   MT  0.99993914   +0 58 22.2
 MB2407;UTM  17      - 4,546,852.559   498,389.382   MT  0.99960003   -0 00 45.3
 MB2407
 MB2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2407!SPC OH N     -   0.99995662  x   0.99993914  =   0.99989577
 MB2407!UTM  17      -   0.99995662  x   0.99960003  =   0.99955667
 MB2407
 MB2407:                Primary Azimuth Mark                     Grid Az
 MB2407:SPC OH N     -  62 402 1 P CO                            090 25 55.0
 MB2407:UTM  17      -  62 402 1 P CO                            091 25 02.5
 MB2407
 MB2407|---------------------------------------------------------------------|
 MB2407| PID    Reference Object                     Distance      Geod. Az  |
 MB2407|                                                           dddmmss.s |
 MB2407| MB2364 62 402 1 P CO                       APPROX. 0.6 KM 0912417.2 |
 MB2407| MB2367 62 406 1 P CO                       APPROX. 0.6 KM 2681541.8 |
 MB2407|---------------------------------------------------------------------|
 MB2407
 MB2407                          SUPERSEDED SURVEY CONTROL
 MB2407
 MB2407  NAD 83(1986)-  41 04 22.53205(N)    081 01 09.02113(W) AD(       ) 2
 MB2407  NAD 27      -  41 04 22.32626(N)    081 01 09.68967(W) AD(       ) 2
 MB2407  NGVD 29 (07/19/86)  310.4    (m)         1018.     (f) VERT ANG       
 MB2407
 MB2407.Superseded values are not recommended for survey control.
 MB2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2407.See file dsdata.txt to determine how the superseded data were derived.
 MB2407
 MB2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9838946853(NAD 83)
 MB2407_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2407+STABILITY: SURFACE MOTION
 MB2407
 MB2407  HISTORY     - Date     Condition        Report By
 MB2407  HISTORY     - 1977     MONUMENTED       OH-133
 MB2407
 MB2407                          STATION DESCRIPTION
 MB2407
 MB2407'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2407'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF YALE, 2-1/2 MILES
 MB2407'SOUTHEAST OF PALMYRA, AND 4 MILES NORTHEAST OF DEERFIELD, IN
 MB2407'THE RIGHT-OF-WAY OF WILLIAMS ROAD, COUNTY HIGHWAY 131.
 MB2407'
 MB2407'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB2407'ROUTE 225 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO EAST ON
 MB2407'TALLMADGE ROAD FOR 2.0 MILES TO THE INTERSECTION OF COUNTY HIGHWAY
 MB2407'136, JONES ROAD.  TURN RIGHT ON JONES ROAD AND GO SOUTH FOR 1.8
 MB2407'MILES TO THE INTERSECTION OF WILLIAMS ROAD
 MB2407'AND AZIMUTH MARK 62 402 1 P CO.  TURN RIGHT ON WILLIAMS ROAD
 MB2407'AND GO WEST FOR 0.35 MILE TO THE STATION ON THE RIGHT.  GO WEST
 MB2407'ON WILLIAMS ROAD FOR 0.4 MILE TO THE CURVE IN THE ROAD AND
 MB2407'AZIMUTH MARK 62 406 1 P CO ON THE LEFT.
 MB2407'
 MB2407'STATION MARKS, STAMPED---62-404-1 1977---, ARE PORTAGE COUNTY BRASS
 MB2407'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2407'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 MB2407'IN THE LAWN OF A TWO-STORY FRAME HOUSE, ADDRESS NUMBER 10311,
 MB2407'32.0 FEET NORTHWEST OF A DOUBLE-TRUNKED 10-INCH MAPLE TREE, 26.2
 MB2407'FEET SOUTHEAST OF POWER POLE NUMBER PA 495, AND 16.7 FEET NORTH
 MB2407'OF THE CENTERLINE OF WILLIAMS ROAD.  THE
 MB2407'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 MB2407'42 INCHES BELOW THE GROUND SURFACE.
 MB2407'
 MB2407'AZIMUTH MARK 62 402 1 P CO, STAMPED---62-402-1 1977---, IS A
 MB2407'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2407'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2407'SURFACE.  IT IS 61.7 FEET EAST OF POWER POLE NUMBER PA 1239,
 MB2407'20.5 FEET NORTHWEST OF POWER POLE NUMBER PA 501, AND 18.0 FEET
 MB2407'SOUTH OF THE INTERSECTION OF JONES AND WILLIAMS ROADS.
 MB2407'
 MB2407'AZIMUTH MARK 62 406 1 P CO, STAMPED---62-406-1 1977---, IS A
 MB2407'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2407'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2407'SURFACE.  IT IS 48.5 FEET SOUTHEAST OF A TALL 10-INCH PINE TREE,
 MB2407'30.0 FEET EAST OF THE END OF A WOODEN RAIL FENCE POST (THIRD
 MB2407'POST FROM GARAGE), 30.0 FEET NORTHWEST OF A 14-INCH MAPLE TREE,
 MB2407'AND 18.0 FEET SOUTH OF THE CENTERLINE OF WILLIAMS ROAD.
 MB2407'
 MB2407'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2407'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2407'
 MB2407'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2367 ***********************************************************************
 MB2367  DESIGNATION -  62 406 1 P CO
 MB2367  PID         -  MB2367
 MB2367  STATE/COUNTY-  OH/PORTAGE
 MB2367  USGS QUAD   -  DEERFIELD (1994)
 MB2367
 MB2367                         *CURRENT SURVEY CONTROL
 MB2367  ___________________________________________________________________
 MB2367* NAD 83(1995)-  41 04 21.91615(N)    081 01 35.57072(W)     ADJUSTED  
 MB2367* NAVD 88     -       313.     (meters)    1027.     (feet)  VERTCON   
 MB2367  ___________________________________________________________________
 MB2367  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 MB2367  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2367
 MB2367  HORZ ORDER  -  SECOND
 MB2367
 MB2367.The horizontal coordinates were established by classical geodetic methods
 MB2367.and adjusted by the National Geodetic Survey in April 1998..
 MB2367
 MB2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2367
 MB2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2367
 MB2367.The geoid height was determined by GEOID03.
 MB2367
 MB2367;                    North         East     Units Scale Factor Converg.
 MB2367;SPC OH N     -   157,186.279   723,819.362   MT  0.99993914   +0 58 04.7
 MB2367;UTM  17      - 4,546,833.891   497,769.778   MT  0.99960006   -0 01 02.8
 MB2367
 MB2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2367!SPC OH N     -   0.99995621  x   0.99993914  =   0.99989536
 MB2367!UTM  17      -   0.99995621  x   0.99960006  =   0.99955629
 MB2367
 MB2367                          SUPERSEDED SURVEY CONTROL
 MB2367
 MB2367  NAD 83(1986)-  41 04 21.92142(N)    081 01 35.57258(W) AD(       ) 2
 MB2367  NAD 27      -  41 04 21.71569(N)    081 01 36.24027(W) AD(       ) 2
 MB2367  NGVD 29 (07/19/86)  313.     (m)         1027.     (f) VERT ANG       
 MB2367
 MB2367.Superseded values are not recommended for survey control.
 MB2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2367.See file dsdata.txt to determine how the superseded data were derived.
 MB2367
 MB2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9777046834(NAD 83)
 MB2367_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2367+STABILITY: SURFACE MOTION
 MB2367
 MB2367  HISTORY     - Date     Condition        Report By
 MB2367  HISTORY     - 1977     MONUMENTED       OH-133
 MB2367
 MB2367                          STATION DESCRIPTION
 MB2367
 MB2367'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2367'THE STATION IS ABOUT 3-3/4 MILES NORTHEAST OF YALE, 3-1/2 MILES
 MB2367'NORTHEAST OF DEERFIELD, 2-1/4 MILES SOUTHEAST OF PALMYRA, AND
 MB2367'ON THE RIGHT-OF-WAY OF WILLIAMS ROAD, COUNTY HIGHWAY 131.
 MB2367'
 MB2367'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB2367'ROUTE 225 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO EAST ON
 MB2367'TALLMADGE ROAD FOR 2.0 MILES TO THE
 MB2367'INTERSECTION OF JONES ROAD, COUNTY HIGHWAY 136.  TURN RIGHT ON
 MB2367'JONES ROAD AND GO SOUTH FOR 1.8 MILES TO
 MB2367'THE INTERSECTION OF WILLIAMS ROAD.  TURN
 MB2367'RIGHT AND GO WEST ON WILLIAMS ROAD FOR
 MB2367'0.75 MILE TO THE CURVE IN THE ROAD AND THE STATION ON THE
 MB2367'LEFT.
 MB2367'
 MB2367'STATION MARK, STAMPED---62-406-1 1977---, IS A PORTAGE COUNTY
 MB2367'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2367'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 48.5 FEET
 MB2367'NORTHWEST OF A TALL 10-INCH PINE TREE, 30.0 FEET WEST OF THE
 MB2367'END OF A WOODEN RAIL FENCE POST (THIRD POST FROM GARAGE), 30.0
 MB2367'FEET SOUTHEAST OF A 14-INCH MAPLE TREE, AND 18.0 FEET SOUTH OF
 MB2367'THE CENTERLINE OF WILLIAMS ROAD.
 MB2367'
 MB2367'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2367'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2367'STATION 62 404 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2367'
 MB2367'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2371 ***********************************************************************
 MB2371  DESIGNATION -  62 407 1 P CO
 MB2371  PID         -  MB2371
 MB2371  STATE/COUNTY-  OH/PORTAGE
 MB2371  USGS QUAD   -  DEERFIELD (1994)
 MB2371
 MB2371                         *CURRENT SURVEY CONTROL
 MB2371  ___________________________________________________________________
 MB2371* NAD 83(1995)-  41 05 12.32992(N)    081 01 55.22828(W)     ADJUSTED  
 MB2371* NAVD 88     -       307.     (meters)    1007.     (feet)  VERTCON   
 MB2371  ___________________________________________________________________
 MB2371  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 MB2371  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2371
 MB2371  HORZ ORDER  -  SECOND
 MB2371
 MB2371.The horizontal coordinates were established by classical geodetic methods
 MB2371.and adjusted by the National Geodetic Survey in April 1998..
 MB2371
 MB2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2371
 MB2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2371
 MB2371.The geoid height was determined by GEOID03.
 MB2371
 MB2371;                    North         East     Units Scale Factor Converg.
 MB2371;SPC OH N     -   158,733.428   723,334.372   MT  0.99993920   +0 57 51.8
 MB2371;UTM  17      - 4,548,388.624   497,311.623   MT  0.99960009   -0 01 15.7
 MB2371
 MB2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2371!SPC OH N     -   0.99995716  x   0.99993920  =   0.99989636
 MB2371!UTM  17      -   0.99995716  x   0.99960009  =   0.99955726
 MB2371
 MB2371                          SUPERSEDED SURVEY CONTROL
 MB2371
 MB2371  NAD 83(1986)-  41 05 12.33529(N)    081 01 55.22997(W) AD(       ) 2
 MB2371  NAD 27      -  41 05 12.13040(N)    081 01 55.89129(W) AD(       ) 2
 MB2371  NGVD 29 (07/19/86)  307.     (m)         1007.     (f) VERT ANG       
 MB2371
 MB2371.Superseded values are not recommended for survey control.
 MB2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2371.See file dsdata.txt to determine how the superseded data were derived.
 MB2371
 MB2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9731248389(NAD 83)
 MB2371_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2371+STABILITY: SURFACE MOTION
 MB2371
 MB2371  HISTORY     - Date     Condition        Report By
 MB2371  HISTORY     - 1977     MONUMENTED       OH-133
 MB2371
 MB2371                          STATION DESCRIPTION
 MB2371
 MB2371'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2371'THE STATION IS ABOUT 5-1/4 MILES SOUTH-SOUTHEAST OF WAYLAND,
 MB2371'4 MILES NORTHEAST OF YALE, 1-1/4 MILES EAST-SOUTHEAST OF PALMYRA,
 MB2371'AND ON THE RIGHT-OF-WAY OF MC CLINTOCKSBURG ROAD, COUNTY
 MB2371'HIGHWAY 135.
 MB2371'
 MB2371'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB2371'ROUTE 225 AND TALLMADGE ROAD, COUNTY HIGHWAY 18, GO EAST ON
 MB2371'TALLMADGE ROAD FOR 1.0 MILE TO THE
 MB2371'INTERSECTION OF MC CLINTOCKSBURG ROAD.  TURN
 MB2371'RIGHT AND GO SOUTH ON MC CLINTOCKSBURG ROAD
 MB2371'FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 MB2371'
 MB2371'STATION MARK, STAMPED---62-407-1 1977---, IS A PORTAGE COUNTY
 MB2371'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2371'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 91.0 FEET
 MB2371'NORTH OF THE CENTERLINE OF A GRAVEL DRIVE TO A HOUSE, ADDRESS
 MB2371'NUMBER 3575, 57.5 FEET NORTHWEST OF A SPIKE IN THE SOUTH SIDE
 MB2371'OF A FENCE POST, 31.3 FEET SOUTHEAST OF POWER POLE NUMBER
 MB2371'PA 1080, AND 22.5 FEET WEST OF THE CENTERLINE OF MC
 MB2371'CLINTOCKSBURG ROAD.
 MB2371'
 MB2371'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2371'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2371'STATION 62 327 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2371'
 MB2371'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2357 ***********************************************************************
 MB2357  DESIGNATION -  62 417 1
 MB2357  PID         -  MB2357
 MB2357  STATE/COUNTY-  OH/MAHONING
 MB2357  USGS QUAD   -  DEERFIELD (1994)
 MB2357
 MB2357                         *CURRENT SURVEY CONTROL
 MB2357  ___________________________________________________________________
 MB2357* NAD 83(1995)-  41 07 12.84398(N)    081 00 08.75722(W)     ADJUSTED  
 MB2357* NAVD 88     -       293.     (meters)     961.     (feet)  VERTCON   
 MB2357  ___________________________________________________________________
 MB2357  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 MB2357  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2357
 MB2357  HORZ ORDER  -  SECOND
 MB2357
 MB2357.The horizontal coordinates were established by classical geodetic methods
 MB2357.and adjusted by the National Geodetic Survey in April 1998..
 MB2357
 MB2357.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2357
 MB2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2357
 MB2357.The geoid height was determined by GEOID03.
 MB2357
 MB2357;                    North         East     Units Scale Factor Converg.
 MB2357;SPC OH N     -   162,492.621   725,755.088   MT  0.99993956   +0 59 01.8
 MB2357;UTM  17      - 4,552,104.368   499,795.790   MT  0.99960000   -0 00 05.8
 MB2357
 MB2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2357!SPC OH N     -   0.99995936  x   0.99993956  =   0.99989892
 MB2357!UTM  17      -   0.99995936  x   0.99960000  =   0.99955938
 MB2357
 MB2357|---------------------------------------------------------------------|
 MB2357| PID    Reference Object                     Distance      Geod. Az  |
 MB2357|                                                           dddmmss.s |
 MB2357| MB2359 62 418 1                            343.423 METERS 18114     |
 MB2357|---------------------------------------------------------------------|
 MB2357
 MB2357                          SUPERSEDED SURVEY CONTROL
 MB2357
 MB2357  NAD 83(1986)-  41 07 12.84943(N)    081 00 08.75823(W) AD(       ) 2
 MB2357  NAD 27      -  41 07 12.64604(N)    081 00 09.42553(W) AD(       ) 2
 MB2357  NGVD 29 (07/19/86)  293.     (m)          961.     (f) VERT ANG       
 MB2357
 MB2357.Superseded values are not recommended for survey control.
 MB2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2357.See file dsdata.txt to determine how the superseded data were derived.
 MB2357
 MB2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9979652104(NAD 83)
 MB2357_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2357_STAMPING: 62-417-1 1977
 MB2357_MARK LOGO: OH-133
 MB2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2357+STABILITY: SURFACE MOTION
 MB2357
 MB2357  HISTORY     - Date     Condition        Report By
 MB2357  HISTORY     - 1977     MONUMENTED       OH-133
 MB2357
 MB2357                          STATION DESCRIPTION
 MB2357
 MB2357'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2357'THE STATION IS ABOUT 6-3/4 MILES NORTHEAST OF DEERFIELD,
 MB2357'4-1/4 MILES SOUTHEAST OF PARIS, 2-3/4 MILES NORTHEAST OF
 MB2357'PALMYRA, AND ON RIGHT-OF-WAY OF MAHONING ROAD, COUNTY HIGHWAY 73.
 MB2357'
 MB2357'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 225
 MB2357'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN PALMYRA, GO EAST ON
 MB2357'TALLMADGE ROAD FOR 2.5 MILES TO THE
 MB2357'EAST PORTAGE COUNTYLINE AND THE INTERSECTION OF MAHONING ROAD,
 MB2357'COUNTY HIGHWAY 73.  TURN LEFT AND GO NORTH ON MAHONING ROAD
 MB2357'FOR 1.5 MILES TO THE STATION ON THE LEFT.
 MB2357'
 MB2357'STATION MARK, STAMPED---62-417-1 1977---, IS A PORTAGE COUNTY
 MB2357'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2357'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 83.4 FEET
 MB2357'NORTHWEST OF A POWER POLE, 44.0 FEET NORTH OF A 20-INCH OAK TREE,
 MB2357'25.6 FEET WEST OF THE CENTERLINE OF MAHONING ROAD,
 MB2357'AND 10.4 FEET EAST OF A 24-INCH OAK TREE.
 MB2357'
 MB2357'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2357'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2357'STATION 62 418 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2357'
 MB2357'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2313 ***********************************************************************
 MB2313  DESIGNATION -  62 417 2 P CO
 MB2313  PID         -  MB2313
 MB2313  STATE/COUNTY-  OH/PORTAGE
 MB2313  USGS QUAD   -  WINDHAM (1994)
 MB2313
 MB2313                         *CURRENT SURVEY CONTROL
 MB2313  ___________________________________________________________________
 MB2313* NAD 83(1995)-  41 08 03.04283(N)    081 00 08.98245(W)     ADJUSTED  
 MB2313* NAVD 88     -       285.     (meters)     935.     (feet)  VERTCON   
 MB2313  ___________________________________________________________________
 MB2313  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 MB2313  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2313
 MB2313  HORZ ORDER  -  SECOND
 MB2313
 MB2313.The horizontal coordinates were established by classical geodetic methods
 MB2313.and adjusted by the National Geodetic Survey in April 1998..
 MB2313
 MB2313.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2313
 MB2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2313
 MB2313.The geoid height was determined by GEOID03.
 MB2313
 MB2313;                    North         East     Units Scale Factor Converg.
 MB2313;SPC OH N     -   164,040.793   725,723.249   MT  0.99993981   +0 59 01.6
 MB2313;UTM  17      - 4,553,652.332   499,790.582   MT  0.99960000   -0 00 05.9
 MB2313
 MB2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2313!SPC OH N     -   0.99996061  x   0.99993981  =   0.99990043
 MB2313!UTM  17      -   0.99996061  x   0.99960000  =   0.99956063
 MB2313
 MB2313                          SUPERSEDED SURVEY CONTROL
 MB2313
 MB2313  NAD 83(1986)-  41 08 03.04823(N)    081 00 08.98334(W) AD(       ) 2
 MB2313  NAD 27      -  41 08 02.84551(N)    081 00 09.65073(W) AD(       ) 2
 MB2313  NGVD 29 (07/19/86)  285.     (m)          935.     (f) VERT ANG       
 MB2313
 MB2313.Superseded values are not recommended for survey control.
 MB2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2313.See file dsdata.txt to determine how the superseded data were derived.
 MB2313
 MB2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9979153652(NAD 83)
 MB2313_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2313+STABILITY: SURFACE MOTION
 MB2313
 MB2313  HISTORY     - Date     Condition        Report By
 MB2313  HISTORY     - 1977     MONUMENTED       OH-133
 MB2313
 MB2313                          STATION DESCRIPTION
 MB2313
 MB2313'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2313'THE STATION IS ABOUT 4 MILES NORTHEAST OF PALMYRA, 3-1/2
 MB2313'MILES SOUTHEAST OF PARIS, AND 1 MILE NORTHWEST OF CRAIG
 MB2313'BEACH, JUST NORTH ON THE RIGHT-OF-WAY OF WEST MAHONING-TRUMBULL
 MB2313'COUNTY LINE ROAD.
 MB2313'
 MB2313'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB2313'ROUTE 225 AND TALLMADGE ROAD, COUNTY HIGHWAY 18, GO NORTH ON
 MB2313'STATE ROUTE 225 FOR 2.45 MILES TO THE INTERSECTION OF CABLE
 MB2313'LINE ROAD, COUNTY HIGHWAY 120.  TURN RIGHT AND GO EAST ON CABLE
 MB2313'LINE ROAD FOR 2.5 MILES TO THE EAST
 MB2313'BOUNDARY LINE OF PORTAGE COUNTY AND THE STATION IN THE
 MB2313'CENTERLINE OF CABLE LINE ROAD.
 MB2313'
 MB2313'STATION MARK, STAMPED---62-417-2 1977---, IS A MAHONING COUNTY
 MB2313'BRASS DISK SET IN THE TOP OF CONCRETE 6 INCHES BELOW THE SURFACE
 MB2313'AND ENCASED IN AN 8-INCH SQUARE MONUMENT BOX WITH METAL LID THAT
 MB2313'IS FLUSH WITH THE ROAD SURFACE.  IT IS 51.16 FEET NORTH OF A
 MB2313'SPIKE IN POWER POLE NUMBER 128 ON 90, 39.19 FEET
 MB2313'NORTHEAST OF A SPIKE IN A POWER POLE, AND 31.46 FEET
 MB2313'SOUTHWEST OF A SPIKE IN THE TOP OF A CORNER FENCE POST.
 MB2313'
 MB2313'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2313'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2313'STATION 53 021 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2313'
 MB2313'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2359 ***********************************************************************
 MB2359  DESIGNATION -  62 418 1
 MB2359  PID         -  MB2359
 MB2359  STATE/COUNTY-  OH/MAHONING
 MB2359  USGS QUAD   -  DEERFIELD (1994)
 MB2359
 MB2359                         *CURRENT SURVEY CONTROL
 MB2359  ___________________________________________________________________
 MB2359* NAD 83(1995)-  41 07 01.71419(N)    081 00 09.07570(W)     ADJUSTED  
 MB2359* NAVD 88     -       291.0    (meters)     955.     (feet)  VERTCON   
 MB2359  ___________________________________________________________________
 MB2359  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 MB2359  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2359
 MB2359  HORZ ORDER  -  SECOND
 MB2359
 MB2359.The horizontal coordinates were established by classical geodetic methods
 MB2359.and adjusted by the National Geodetic Survey in April 1998..
 MB2359
 MB2359.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2359
 MB2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2359
 MB2359.The geoid height was determined by GEOID03.
 MB2359
 MB2359;                    North         East     Units Scale Factor Converg.
 MB2359;SPC OH N     -   162,149.222   725,753.555   MT  0.99993951   +0 59 01.6
 MB2359;UTM  17      - 4,551,761.163   499,788.354   MT  0.99960000   -0 00 06.0
 MB2359
 MB2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2359!SPC OH N     -   0.99995964  x   0.99993951  =   0.99989915
 MB2359!UTM  17      -   0.99995964  x   0.99960000  =   0.99955966
 MB2359
 MB2359|---------------------------------------------------------------------|
 MB2359| PID    Reference Object                     Distance      Geod. Az  |
 MB2359|                                                           dddmmss.s |
 MB2359| MB2357 62 417 1                            343.423 METERS 00114     |
 MB2359| MB2356 52 011 1                            APPROX. 0.7 KM 1785406.4 |
 MB2359|---------------------------------------------------------------------|
 MB2359
 MB2359                          SUPERSEDED SURVEY CONTROL
 MB2359
 MB2359  NAD 83(1986)-  41 07 01.71964(N)    081 00 09.07674(W) AD(       ) 2
 MB2359  NAD 27      -  41 07 01.51612(N)    081 00 09.74397(W) AD(       ) 2
 MB2359  NGVD 29 (07/19/86)  291.2    (m)          955.     (f) VERT ANG       
 MB2359
 MB2359.Superseded values are not recommended for survey control.
 MB2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2359.See file dsdata.txt to determine how the superseded data were derived.
 MB2359
 MB2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9978851761(NAD 83)
 MB2359_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2359_STAMPING: 62-418-1 1977
 MB2359_MARK LOGO: OH-133
 MB2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2359+STABILITY: SURFACE MOTION
 MB2359
 MB2359  HISTORY     - Date     Condition        Report By
 MB2359  HISTORY     - 1977     MONUMENTED       OH-133
 MB2359
 MB2359                          STATION DESCRIPTION
 MB2359
 MB2359'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2359'THE STATION IS ABOUT 6-3/4 MILES NORTHEAST OF DEERFIELD, 4-1/4
 MB2359'MILES SOUTHEAST OF PARIS, 2-3/4 MILES NORTHEAST OF PALMYRA,
 MB2359'AND ON RIGHT-OF-WAY OF MAHONING ROAD, COUNTY HIGHWAY 73.
 MB2359'
 MB2359'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 225
 MB2359'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN PALMYRA, GO EAST ON
 MB2359'TALLMADGE ROAD FOR 2.5 MILES TO THE
 MB2359'EAST PORTAGE COUNTYLINE AND THE INTERSECTION OF MAHONING ROAD.
 MB2359'TURN LEFT AND GO NORTH ON MAHONING ROAD
 MB2359'FOR 0.85 MILE TO AZIMUTH MARK 52 011 1 P CO
 MB2359'ON THE RIGHT, ON A SMALL KNOLL.  CONTINUE NORTH ON MAHONING
 MB2359'ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT.  CONTINUE NORTH
 MB2359'ON MAHONING ROAD FOR 0.2 MILE TO THE FIRST
 MB2359'BEND IN THE ROAD AND AZIMUTH MARK 62 417 1 P CO ON THE
 MB2359'LEFT.
 MB2359'
 MB2359'STATION MARKS, STAMPED---62-418-1 1977---, ARE PORTAGE COUNTY
 MB2359'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2359'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2359'SURFACE.  IT IS 62.4 FEET SOUTHWEST OF A POWER POLE, 26.2 FEET
 MB2359'WEST OF THE CENTERLINE OF MAHONING ROAD, AND
 MB2359'16.0 FEET NORTH OF THE EXTENDED CENTER OF A GRAVEL DRIVEWAY ON
 MB2359'THE EAST SIDE OF MAHONING ROAD.  THE UNDERGROUND DISK
 MB2359'IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 MB2359'THE GROUND SURFACE.
 MB2359'
 MB2359'AZIMUTH MARK 52 011 1 P CO, STAMPED---52-011-1 1977---, IS A
 MB2359'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2359'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2359'SURFACE.  IT IS 56.5 FEET NORTHEAST OF AN
 MB2359'8-INCH PINE TREE, 35.3 FEET EAST OF POWER POLE NUMBER PA 647,
 MB2359'18.2 FEET SOUTH OF AN UNDERGROUND TELEPHONE JUNCTION BOX
 MB2359'NUMBER 5, AND 15.5 FEET EAST OF THE CENTERLINE OF MAHONING
 MB2359'ROAD.
 MB2359'
 MB2359'AZIMUTH MARK 62 417 1 P CO, STAMPED---62-417-1 1977---, IS A
 MB2359'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2359'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2359'SURFACE.  IT IS 83.4 FEET NORTHWEST OF A POWER POLE, 44.0 FEET
 MB2359'NORTH OF A 20-INCH OAK TREE, 25.6 FEET WEST OF THE CENTERLINE
 MB2359'OF MAHONING ROAD, AND 10.4 FEET EAST OF A
 MB2359'24-INCH OAK TREE.
 MB2359'
 MB2359'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2359'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2359'
 MB2359'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2350 ***********************************************************************
 MB2350  DESIGNATION -  62 425 1 P CO
 MB2350  PID         -  MB2350
 MB2350  STATE/COUNTY-  OH/PORTAGE
 MB2350  USGS QUAD   -  WINDHAM (1994)
 MB2350
 MB2350                         *CURRENT SURVEY CONTROL
 MB2350  ___________________________________________________________________
 MB2350* NAD 83(1995)-  41 08 01.90322(N)    081 04 05.79113(W)     ADJUSTED  
 MB2350* NAVD 88     -       304.9    (meters)    1000.     (feet)  VERTCON   
 MB2350  ___________________________________________________________________
 MB2350  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 MB2350  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB2350
 MB2350  HORZ ORDER  -  SECOND
 MB2350
 MB2350.The horizontal coordinates were established by classical geodetic methods
 MB2350.and adjusted by the National Geodetic Survey in April 1998..
 MB2350
 MB2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2350
 MB2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2350
 MB2350.The geoid height was determined by GEOID03.
 MB2350
 MB2350;                    North         East     Units Scale Factor Converg.
 MB2350;SPC OH N     -   163,912.902   720,201.747   MT  0.99993980   +0 56 26.1
 MB2350;UTM  17      - 4,553,619.433   494,269.574   MT  0.99960040   -0 02 41.7
 MB2350
 MB2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2350!SPC OH N     -   0.99995745  x   0.99993980  =   0.99989726
 MB2350!UTM  17      -   0.99995745  x   0.99960040  =   0.99955787
 MB2350
 MB2350:                Primary Azimuth Mark                     Grid Az
 MB2350:SPC OH N     -  63 038 1 P CO                            086 37 33.4
 MB2350:UTM  17      -  63 038 1 P CO                            087 36 41.2
 MB2350
 MB2350|---------------------------------------------------------------------|
 MB2350| PID    Reference Object                     Distance      Geod. Az  |
 MB2350|                                                           dddmmss.s |
 MB2350| MB2331 63 038 1 P CO                       APPROX. 0.7 KM 0873359.5 |
 MB2350| MB2335 62 427 1 P CO                       453.230 METERS 2690147.2 |
 MB2350|---------------------------------------------------------------------|
 MB2350
 MB2350                          SUPERSEDED SURVEY CONTROL
 MB2350
 MB2350  NAD 83(1986)-  41 08 01.90918(N)    081 04 05.79222(W) AD(       ) 2
 MB2350  NAD 27      -  41 08 01.70511(N)    081 04 06.44868(W) AD(       ) 2
 MB2350  NGVD 29 (07/19/86)  305.1    (m)         1001.     (f) VERT ANG       
 MB2350
 MB2350.Superseded values are not recommended for survey control.
 MB2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2350.See file dsdata.txt to determine how the superseded data were derived.
 MB2350
 MB2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9427053619(NAD 83)
 MB2350_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2350+STABILITY: SURFACE MOTION
 MB2350
 MB2350  HISTORY     - Date     Condition        Report By
 MB2350  HISTORY     - 1977     MONUMENTED       OH-133
 MB2350
 MB2350                          STATION DESCRIPTION
 MB2350
 MB2350'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2350'THE STATION IS ABOUT 4-3/4 MILES NORTHEAST OF EDINBURG, 2-1/2
 MB2350'MILES NORTHWEST OF PALMYRA, 2-1/2 MILES SOUTHWEST OF
 MB2350'PARIS, AND ON RIGHT-OF-WAY OF COUNTY HIGHWAY 120, CABLE LINE ROAD.
 MB2350'
 MB2350'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5
 MB2350'AND 225 ABOUT 1 MILE NORTH OF PARIS,
 MB2350'GO SOUTH ON STATE ROUTE 225 FOR 3.05 MILES TO THE
 MB2350'INTERSECTION OF CABLE LINE ROAD.  TURN
 MB2350'RIGHT AND GO WEST ON CABLE LINE ROAD FOR
 MB2350'0.4 MILE TO AZIMUTH MARK 63 038 1 P CO ON THE RIGHT.
 MB2350'CONTINUE WEST ON CABLE LINE ROAD FOR 0.55 MILE TO THE
 MB2350'STATION ON THE LEFT.  CONTINUE WEST ON CABLE LINE ROAD
 MB2350'FOR 0.25 MILE TO AZIMUTH MARK 62 427 1 P CO ON THE
 MB2350'LEFT.
 MB2350'
 MB2350'STATION MARKS, STAMPED---62-425-1 1977---, ARE PORTAGE COUNTY
 MB2350'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2350'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2350'SURFACE.  IT IS 125.0 FEET EAST OF TELEPHONE POLE NUMBER
 MB2350'1702, 78.0 FEET WEST OF A TELEPHONE POLE, 45.5 FEET SOUTH OF
 MB2350'THE CENTERLINE OF CABLE LINE ROAD, AND SOUTH OF A
 MB2350'THREE STORY WOOD FRAME FARM HOUSE, ADDRESS NUMBER 8959.  THE
 MB2350'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 MB2350'42 INCHES BELOW THE GROUND SURFACE.
 MB2350'
 MB2350'AZIMUTH MARK 63 038 1 P CO, STAMPED---63-038-1 1977---, IS A
 MB2350'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2350'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2350'SURFACE.  IT IS 84.0 FEET NORTH OF TELEPHONE POLE NUMBER 8,
 MB2350'42 FEET NORTH OF THE CENTERLINE OF CABLE LINE ROAD, 5.2 FEET
 MB2350'SOUTH OF POWER POLE P 210
 MB2350'AND 3 FEET SOUTH OF A REINFORCEMENT ROD, IN THE
 MB2350'SOUTHWEST CORNER OF LOT NUMBER 7.
 MB2350'
 MB2350'AZIMUTH MARK 62 427 1 P CO, STAMPED---62-427-1 1977---, IS A
 MB2350'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2350'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2350'SURFACE.  IT IS 46.0 FEET SOUTH OF THE CENTERLINE OF CABLE LINE
 MB2350'ROAD, AND 6 FEET EAST OF TELEPHONE AND
 MB2350'POWER POLE NUMBER PA 1101.
 MB2350'
 MB2350'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2350'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2350'
 MB2350'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2335 ***********************************************************************
 MB2335  DESIGNATION -  62 427 1 P CO
 MB2335  PID         -  MB2335
 MB2335  STATE/COUNTY-  OH/PORTAGE
 MB2335  USGS QUAD   -  WINDHAM (1994)
 MB2335
 MB2335                         *CURRENT SURVEY CONTROL
 MB2335  ___________________________________________________________________
 MB2335* NAD 83(1995)-  41 08 01.65399(N)    081 04 25.22062(W)     ADJUSTED  
 MB2335* NAVD 88     -       311.     (meters)    1020.     (feet)  VERTCON   
 MB2335  ___________________________________________________________________
 MB2335  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 MB2335  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB2335
 MB2335  HORZ ORDER  -  SECOND
 MB2335
 MB2335.The horizontal coordinates were established by classical geodetic methods
 MB2335.and adjusted by the National Geodetic Survey in April 1998..
 MB2335
 MB2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2335
 MB2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2335
 MB2335.The geoid height was determined by GEOID03.
 MB2335
 MB2335;                    North         East     Units Scale Factor Converg.
 MB2335;SPC OH N     -   163,897.790   719,748.797   MT  0.99993980   +0 56 13.3
 MB2335;UTM  17      - 4,553,612.117   493,816.585   MT  0.99960047   -0 02 54.5
 MB2335
 MB2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2335!SPC OH N     -   0.99995653  x   0.99993980  =   0.99989633
 MB2335!UTM  17      -   0.99995653  x   0.99960047  =   0.99955701
 MB2335
 MB2335                          SUPERSEDED SURVEY CONTROL
 MB2335
 MB2335  NAD 83(1986)-  41 08 01.65998(N)    081 04 25.22171(W) AD(       ) 2
 MB2335  NAD 27      -  41 08 01.45591(N)    081 04 25.87755(W) AD(       ) 2
 MB2335  NGVD 29 (07/19/86)  311.     (m)         1020.     (f) VERT ANG       
 MB2335
 MB2335.Superseded values are not recommended for survey control.
 MB2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2335.See file dsdata.txt to determine how the superseded data were derived.
 MB2335
 MB2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9381753612(NAD 83)
 MB2335_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2335+STABILITY: SURFACE MOTION
 MB2335
 MB2335  HISTORY     - Date     Condition        Report By
 MB2335  HISTORY     - 1977     MONUMENTED       OH-133
 MB2335
 MB2335                          STATION DESCRIPTION
 MB2335
 MB2335'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2335'THE STATION IS ABOUT 4-3/4 MILES NORTHEAST OF EDINBURG, 3-1/2
 MB2335'MILES NORTHWEST OF PALMYRA, 2-1/2 MILES SOUTHWEST OF PARIS, AND
 MB2335'ON RIGHT-OF-WAY OF COUNTY HIGHWAY 120, CABLE LINE ROAD.
 MB2335'
 MB2335'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5
 MB2335'AND 225 ABOUT 1 MILE NORTH OF PARIS
 MB2335'GO SOUTH ON STATE ROUTE 225 FOR 3.05 MILES TO THE
 MB2335'INTERSECTION OF CABLE LINE ROAD.  TURN
 MB2335'RIGHT AND GO WEST ON CABLE LINE ROAD FOR
 MB2335'1.2 MILES TO THE STATION ON THE LEFT.
 MB2335'
 MB2335'STATION MARK, STAMPED---62-427-1 1977---, IS A PORTAGE COUNTY
 MB2335'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2335'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 46.0 FEET
 MB2335'SOUTH OF THE CENTERLINE OF CABLE LINE ROAD,
 MB2335'AND 6 FEET EAST OF TELEPHONE AND POWER POLE NUMBER PA 1101.
 MB2335'
 MB2335'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2335'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2335'STATION 62 425 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2335'
 MB2335'DESCRIBED BY F. J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1580 ***********************************************************************
 MB1580  DESIGNATION -  620
 MB1580  PID         -  MB1580
 MB1580  STATE/COUNTY-  OH/CUYAHOGA
 MB1580  USGS QUAD   -  EAST CLEVELAND (1994)
 MB1580
 MB1580                         *CURRENT SURVEY CONTROL
 MB1580  ___________________________________________________________________
 MB1580* NAD 83(1986)-  41 35 42.     (N)    081 33 00.     (W)     SCALED    
 MB1580* NAVD 88     -       181.964  (meters)     596.99   (feet)  ADJUSTED  
 MB1580  ___________________________________________________________________
 MB1580  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 MB1580  DYNAMIC HT  -         181.894 (meters)     596.76  (feet)  COMP
 MB1580  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 MB1580
 MB1580  VERT ORDER  -  FIRST     CLASS II
 MB1580
 MB1580.The horizontal coordinates were scaled from a topographic map and have
 MB1580.an estimated accuracy of +/- 6 seconds.
 MB1580
 MB1580.The orthometric height was determined by differential leveling
 MB1580.and adjusted by the National Geodetic Survey in June 1991..
 MB1580
 MB1580.The geoid height was determined by GEOID03.
 MB1580
 MB1580.The dynamic height is computed by dividing the NAVD 88
 MB1580.geopotential number by the normal gravity value computed on the
 MB1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1580.degrees latitude (g = 980.6199 gals.).
 MB1580
 MB1580.The modeled gravity was interpolated from observed gravity values.
 MB1580
 MB1580;                    North         East    Units  Estimated Accuracy
 MB1580;SPC OH N     -   214,570.      679,200.      MT  (+/- 180 meters Scaled)
 MB1580
 MB1580                          SUPERSEDED SURVEY CONTROL
 MB1580
 MB1580  NGVD 29 (06/03/92)  182.193  (m)          597.74   (f) ADJUSTED    1 2
 MB1580
 MB1580.Superseded values are not recommended for survey control.
 MB1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1580.See file dsdata.txt to determine how the superseded data were derived.
 MB1580
 MB1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG541049(NAD 83)
 MB1580_MARKER: DD = SURVEY DISK
 MB1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1580_SP_SET: CONCRETE POST
 MB1580_STAMPING: 620
 MB1580_MARK LOGO: CRGS  
 MB1580_PROJECTION: RECESSED 10 CENTIMETERS
 MB1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1580+STABILITY: SURFACE MOTION
 MB1580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1580+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1989
 MB1580
 MB1580  HISTORY     - Date     Condition        Report By
 MB1580  HISTORY     - UNK      MONUMENTED       CRGS
 MB1580  HISTORY     - 1981     GOOD             NGS
 MB1580  HISTORY     - 19891005 GOOD             NGS
 MB1580  HISTORY     - 20040920 POOR             OHDT
 MB1580
 MB1580                          STATION DESCRIPTION
 MB1580
 MB1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1580'IN EUCLID.
 MB1580'THE MARK IS 0.10 M BELOW SIDEWALK.
 MB1580'IN EUCLID, AT THE SOUTHWEST ANGLE OF THE JUNCTION OF LAKE SHORE
 MB1580'BOULEVARD AND EAST 185TH STREET, 11.43 METERS (37.5 FEET) SOUTHEAST OF
 MB1580'THE CENTER LINE OF THE BOULEVARD, 8.84 METERS (29.0 FEET) WEST OF THE
 MB1580'CENTER LINE OF THE STREET, 6.04 METERS (19.8 FEET) NORTH-NORTHEAST OF
 MB1580'A MAIL BOX.  MARK IS REACHED THROUGH A 9-INCH IRON PLATE.
 MB1580'NOTE--THE PLATE IS MISSING AT THIS TIME.
 MB1580
 MB1580                          STATION RECOVERY (1989)
 MB1580
 MB1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1580'IN EUCLID, AT THE SOUTHWEST ANGLE OF THE JUNCTION OF LAKE SHORE
 MB1580'BOULEVARD AND EAST 185TH STREET, 11.43 METERS (37.5 FEET) SOUTHEAST
 MB1580'OF THE CENTER LINE OF THE BOULEVARD, 8.84 METERS (29.0 FEET) WEST OF
 MB1580'THE CENTER LINE OF THE STREET, 6.04 METERS (19.8 FEET)
 MB1580'NORTH-NORTHEAST OF A MAIL BOX.  MARK IS SET FLUSH INSIDE A 9-INCH
 MB1580'IRON BOX WITH NO COVER.
 MB1580
 MB1580                          STATION RECOVERY (2004)
 MB1580
 MB1580'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1580'STABILITY OF MARK IS QUESTIONABLE.  ABLE TO MOVE MARK IN MONUMENT BOX.
 MB1580' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1582 ***********************************************************************
 MB1582  DESIGNATION -  622
 MB1582  PID         -  MB1582
 MB1582  STATE/COUNTY-  OH/CUYAHOGA
 MB1582  USGS QUAD   -  EAST CLEVELAND (1994)
 MB1582
 MB1582                         *CURRENT SURVEY CONTROL
 MB1582  ___________________________________________________________________
 MB1582* NAD 83(1986)-  41 36 34.     (N)    081 31 36.     (W)     SCALED    
 MB1582* NAVD 88     -       183.575  (meters)     602.28   (feet)  ADJUSTED  
 MB1582  ___________________________________________________________________
 MB1582  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 MB1582  DYNAMIC HT  -         183.505 (meters)     602.05  (feet)  COMP
 MB1582  MODELED GRAV-     980,240.1   (mgal)                       NAVD 88
 MB1582
 MB1582  VERT ORDER  -  FIRST     CLASS II
 MB1582
 MB1582.The horizontal coordinates were scaled from a topographic map and have
 MB1582.an estimated accuracy of +/- 6 seconds.
 MB1582
 MB1582.The orthometric height was determined by differential leveling
 MB1582.and adjusted by the National Geodetic Survey in June 1991..
 MB1582
 MB1582.The geoid height was determined by GEOID03.
 MB1582
 MB1582.The dynamic height is computed by dividing the NAVD 88
 MB1582.geopotential number by the normal gravity value computed on the
 MB1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1582.degrees latitude (g = 980.6199 gals.).
 MB1582
 MB1582.The modeled gravity was interpolated from observed gravity values.
 MB1582
 MB1582;                    North         East    Units  Estimated Accuracy
 MB1582;SPC OH N     -   216,200.      681,130.      MT  (+/- 180 meters Scaled)
 MB1582
 MB1582                          SUPERSEDED SURVEY CONTROL
 MB1582
 MB1582  NGVD 29 (06/03/92)  183.804  (m)          603.03   (f) ADJUSTED    1 2
 MB1582
 MB1582.Superseded values are not recommended for survey control.
 MB1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1582.See file dsdata.txt to determine how the superseded data were derived.
 MB1582
 MB1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG561065(NAD 83)
 MB1582_MARKER: DD = SURVEY DISK
 MB1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1582_SP_SET: CONCRETE POST
 MB1582_STAMPING: 622
 MB1582_MARK LOGO: CRGS  
 MB1582_PROJECTION: RECESSED 17 CENTIMETERS
 MB1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1582+STABILITY: SURFACE MOTION
 MB1582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1582+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1989
 MB1582
 MB1582  HISTORY     - Date     Condition        Report By
 MB1582  HISTORY     - UNK      MONUMENTED       CRGS
 MB1582  HISTORY     - 1981     GOOD             NGS
 MB1582  HISTORY     - 19891005 GOOD             NGS
 MB1582  HISTORY     - 20040920 MARK NOT FOUND   OHDT
 MB1582
 MB1582                          STATION DESCRIPTION
 MB1582
 MB1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1582'IN EUCLID.
 MB1582'THE MARK IS 0.17 M BELOW SIDEWALK.
 MB1582'IN EUCLID, AT THE EAST ANGLE OF THE JUNCTION OF LAKE SHORE BOULEVARD
 MB1582'AND 222ND STREET, 12.04 METERS (39.5 FEET) SOUTHEAST OF THE CENTER OF
 MB1582'THE BOULEVARD, 1.92 METERS (6.3 FEET) SOUTHEAST OF A POWER POLE
 MB1582'SUPPORTING TRAFFIC LIGHTS, 2.59 METERS (8.5 FEET) NORTH-NORTHWEST OF
 MB1582'THE MOST NORTHERLY SUPPORT POST OF A METAL GUARDRAIL AROUND THE
 MB1582'PARKING LOT.  NOTE--MARK IS REACHED THROUGH A 9-INCH ROUND IRON
 MB1582'PLATE MARKED (MON).
 MB1582
 MB1582                          STATION RECOVERY (1989)
 MB1582
 MB1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1582'IN EUCLID, AT THE EAST ANGLE OF THE JUNCTION OF LAKE SHORE BOULEVARD
 MB1582'AND 222ND STREET, 12.04 METERS (39.5 FEET) SOUTHEAST OF THE CENTER OF
 MB1582'THE BOULEVARD, 1.92 METERS (6.3 FEET) SOUTHEAST OF POWER POLE NUMBER
 MB1582'552712 WHICH SUPPORTS TRAFFIC LIGHTS, 2.59 METERS (8.5 FEET)
 MB1582'NORTH-NORTHWEST OF THE MOST NORTHERLY SUPPORT POST OF A METAL
 MB1582'GUARDRAIL AROUND THE PARKING LOT.  THE MARK IS RECESSED 17 CM INSIDE
 MB1582'A 9-INCH ROUND IRON BOX WITH A COVER MARKED (MON).
 MB1582
 MB1582                          STATION RECOVERY (2004)
 MB1582
 MB1582'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1558 ***********************************************************************
 JX1558  DESIGNATION -  627
 JX1558  PID         -  JX1558
 JX1558  STATE/COUNTY-  OH/WASHINGTON
 JX1558  USGS QUAD   -  LOWELL (1994)
 JX1558
 JX1558                         *CURRENT SURVEY CONTROL
 JX1558  ___________________________________________________________________
 JX1558* NAD 83(1986)-  39 32 00.     (N)    081 32 56.     (W)     SCALED    
 JX1558* NAVD 88     -       190.869  (meters)     626.21   (feet)  ADJUSTED  
 JX1558  ___________________________________________________________________
 JX1558  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX1558  DYNAMIC HT  -         190.754 (meters)     625.83  (feet)  COMP
 JX1558  MODELED GRAV-     980,021.5   (mgal)                       NAVD 88
 JX1558
 JX1558  VERT ORDER  -  FIRST     CLASS II
 JX1558
 JX1558.The horizontal coordinates were scaled from a topographic map and have
 JX1558.an estimated accuracy of +/- 6 seconds.
 JX1558
 JX1558.The orthometric height was determined by differential leveling
 JX1558.and adjusted by the National Geodetic Survey in June 1991..
 JX1558
 JX1558.The geoid height was determined by GEOID03.
 JX1558
 JX1558.The dynamic height is computed by dividing the NAVD 88
 JX1558.geopotential number by the normal gravity value computed on the
 JX1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1558.degrees latitude (g = 980.6199 gals.).
 JX1558
 JX1558.The modeled gravity was interpolated from observed gravity values.
 JX1558
 JX1558;                    North         East    Units  Estimated Accuracy
 JX1558;SPC OH S     -   170,650.      681,760.      MT  (+/- 180 meters Scaled)
 JX1558
 JX1558                          SUPERSEDED SURVEY CONTROL
 JX1558
 JX1558  NGVD 29 (??/??/92)  191.047  (m)          626.79   (f) ADJ UNCH    1 2
 JX1558
 JX1558.Superseded values are not recommended for survey control.
 JX1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1558.See file dsdata.txt to determine how the superseded data were derived.
 JX1558
 JX1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD528761(NAD 83)
 JX1558_MARKER: DD = SURVEY DISK
 JX1558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1558_SP_SET: CULVERT
 JX1558_STAMPING: 627
 JX1558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1558
 JX1558  HISTORY     - Date     Condition        Report By
 JX1558  HISTORY     - UNK      MONUMENTED       USGS
 JX1558  HISTORY     - 1959     GOOD             NGS
 JX1558
 JX1558                          STATION DESCRIPTION
 JX1558
 JX1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX1558'2.2 MI NW FROM LOWELL.
 JX1558'ABOUT 2.15 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1558'FROM THE STATION AT LOWELL, ABOUT 11 RAILS NORTH OF A FARM
 JX1558'ROAD CROSSING, AT MILEPOLE 57+02, 25 FEET WEST OF THE WEST
 JX1558'RAIL, IN TOP OF THE WEST HEAD WALL TO A 24-INCH PIPE CULVERT
 JX1558'IN A SMALL RAVINE AND BETWEEN TWO SMALL CULTIVATED FIELDS
 JX1558'WEST OF THE TRACK, 3 1/2 FEET NORTH OF THE SOUTH END OF THE
 JX1558'HEAD WALL, 1/2 FOOT EAST OF THE WEST EDGE OF THE HEAD WALL,
 JX1558'AND ABOUT 12 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THE DISK
 JX1558'HAS BEEN BATTERED ON AND IS NOT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0066 ***********************************************************************
 JZ0066  DESIGNATION -  627
 JZ0066  PID         -  JZ0066
 JZ0066  STATE/COUNTY-  OH/MONTGOMERY
 JZ0066  USGS QUAD   -  DAYTON SOUTH (1991)
 JZ0066
 JZ0066                         *CURRENT SURVEY CONTROL
 JZ0066  ___________________________________________________________________
 JZ0066* NAD 83(1986)-  39 43 30.     (N)    084 13 45.     (W)     SCALED    
 JZ0066* NAVD 88     -       223.270  (meters)     732.51   (feet)  ADJUSTED  
 JZ0066  ___________________________________________________________________
 JZ0066  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JZ0066  DYNAMIC HT  -         223.148 (meters)     732.11  (feet)  COMP
 JZ0066  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 JZ0066
 JZ0066  VERT ORDER  -  FIRST     CLASS II
 JZ0066
 JZ0066.The horizontal coordinates were scaled from a topographic map and have
 JZ0066.an estimated accuracy of +/- 6 seconds.
 JZ0066
 JZ0066.The orthometric height was determined by differential leveling
 JZ0066.and adjusted by the National Geodetic Survey in June 1991..
 JZ0066
 JZ0066.The geoid height was determined by GEOID03.
 JZ0066
 JZ0066.The dynamic height is computed by dividing the NAVD 88
 JZ0066.geopotential number by the normal gravity value computed on the
 JZ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0066.degrees latitude (g = 980.6199 gals.).
 JZ0066
 JZ0066.The modeled gravity was interpolated from observed gravity values.
 JZ0066
 JZ0066;                    North         East    Units  Estimated Accuracy
 JZ0066;SPC OH S     -   192,920.      451,770.      MT  (+/- 180 meters Scaled)
 JZ0066
 JZ0066                          SUPERSEDED SURVEY CONTROL
 JZ0066
 JZ0066  NGVD 29 (??/??/92)  223.471  (m)          733.17   (f) ADJ UNCH    1 2
 JZ0066
 JZ0066.Superseded values are not recommended for survey control.
 JZ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0066.See file dsdata.txt to determine how the superseded data were derived.
 JZ0066
 JZ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK374009(NAD 83)
 JZ0066_MARKER: DD = SURVEY DISK
 JZ0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0066_SP_SET: ABUTMENT
 JZ0066_STAMPING: 627
 JZ0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0066
 JZ0066  HISTORY     - Date     Condition        Report By
 JZ0066  HISTORY     - UNK      MONUMENTED       MI1260
 JZ0066  HISTORY     - 1947     GOOD             NGS
 JZ0066  HISTORY     - 1971     POOR             OH3895
 JZ0066  HISTORY     - 1979     GOOD             LOCENG
 JZ0066  HISTORY     - 19930615 MARK NOT FOUND   NGS
 JZ0066  HISTORY     - 19970609 MARK NOT FOUND   USPSQD
 JZ0066
 JZ0066                          STATION DESCRIPTION
 JZ0066
 JZ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0066'2.6 MI SW FROM DAYTON.
 JZ0066'2.65 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0066'THE STATION AT DAYTON, IN THE TOP OF THE WEST END OF THE SOUTH
 JZ0066'CONCRETE ABUTMENT OF STEEL PLATE OVER PASS NO. 56/3 OVER EBY ROAD,
 JZ0066'6.2 FEET WEST OF THE WEST RAIL OF THE SOUTH BOUND TRACK AND
 JZ0066'ABOUT LEVEL WITH THE TRACK.  NOTE-- EBY ROAD, NAME CHANGED TO
 JZ0066'GUTHRIE ROAD.
 JZ0066
 JZ0066                          STATION RECOVERY (1971)
 JZ0066
 JZ0066'RECOVERY NOTE BY CITY OF KETTERING OHIO 1971
 JZ0066'MARK RECOVERED IN POOR CONDITION.
 JZ0066
 JZ0066                          STATION RECOVERY (1979)
 JZ0066
 JZ0066'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 JZ0066'RECOVERED IN GOOD CONDITION.
 JZ0066
 JZ0066                          STATION RECOVERY (1993)
 JZ0066
 JZ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0066'MARK NOT FOUND.
 JZ0066
 JZ0066                          STATION RECOVERY (1997)
 JZ0066
 JZ0066'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1441 ***********************************************************************
 HY1441  DESIGNATION -  629
 HY1441  PID         -  HY1441
 HY1441  STATE/COUNTY-  OH/ADAMS
 HY1441  USGS QUAD   -  JAYBIRD (1995)
 HY1441
 HY1441                         *CURRENT SURVEY CONTROL
 HY1441  ___________________________________________________________________
 HY1441* NAD 83(1986)-  38 56 22.     (N)    083 17 54.     (W)     SCALED    
 HY1441* NAVD 88     -       191.597  (meters)     628.60   (feet)  ADJUSTED  
 HY1441  ___________________________________________________________________
 HY1441  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 HY1441  DYNAMIC HT  -         191.480 (meters)     628.21  (feet)  COMP
 HY1441  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 HY1441
 HY1441  VERT ORDER  -  SECOND    CLASS 0
 HY1441
 HY1441.The horizontal coordinates were scaled from a topographic map and have
 HY1441.an estimated accuracy of +/- 6 seconds.
 HY1441
 HY1441.The orthometric height was determined by differential leveling
 HY1441.and adjusted by the National Geodetic Survey in June 1991..
 HY1441
 HY1441.The geoid height was determined by GEOID03.
 HY1441
 HY1441.The dynamic height is computed by dividing the NAVD 88
 HY1441.geopotential number by the normal gravity value computed on the
 HY1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1441.degrees latitude (g = 980.6199 gals.).
 HY1441
 HY1441.The modeled gravity was interpolated from observed gravity values.
 HY1441
 HY1441;                    North         East    Units  Estimated Accuracy
 HY1441;SPC OH S     -   104,600.      530,790.      MT  (+/- 180 meters Scaled)
 HY1441
 HY1441                          SUPERSEDED SURVEY CONTROL
 HY1441
 HY1441  NGVD 29 (??/??/92)  191.794  (m)          629.24   (f) ADJ UNCH    2 0
 HY1441
 HY1441.Superseded values are not recommended for survey control.
 HY1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1441.See file dsdata.txt to determine how the superseded data were derived.
 HY1441
 HY1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD008125(NAD 83)
 HY1441_MARKER: P = PIPE CAP
 HY1441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1441_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1441_STAMPING: OHIO 629
 HY1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1441
 HY1441  HISTORY     - Date     Condition        Report By
 HY1441  HISTORY     - UNK      MONUMENTED       USGS
 HY1441  HISTORY     - 1935     GOOD             NGS
 HY1441
 HY1441                          STATION DESCRIPTION
 HY1441
 HY1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1441'AT MINERAL SPRINGS.
 HY1441'AT MINERAL SPRINGS, ADAMS COUNTY, 27 YARDS SOUTHEAST OF THE
 HY1441'SOUTHEAST CORNER OF THE NORFOLK AND WESTERN RAILWAY STATION,
 HY1441'0.2 MILE WEST OF MILEPOST C 79, 39 FEET SOUTHEAST OF THE CENTER
 HY1441'OF THE CROSSING OF A GRAVEL ROAD, 25 FEET SOUTH OF THE SOUTH
 HY1441'RAIL, 3 FEET SOUTH OF A CROSSING-WARNING SIGN, AND ABOUT 4 FEET
 HY1441'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HY1441'CAP, STAMPED OHIO 629 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 HY1441'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0404 ***********************************************************************
 JZ0404  DESIGNATION -  63
 JZ0404  PID         -  JZ0404
 JZ0404  STATE/COUNTY-  OH/HAMILTON
 JZ0404  USGS QUAD   -  NEWPORT (1987)
 JZ0404
 JZ0404                         *CURRENT SURVEY CONTROL
 JZ0404  ___________________________________________________________________
 JZ0404* NAD 83(1986)-  39 05 03.     (N)    084 25 02.     (W)     SCALED    
 JZ0404* NAVD 88     -       148.691  (meters)     487.83   (feet)  ADJUSTED  
 JZ0404  ___________________________________________________________________
 JZ0404  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0404  DYNAMIC HT  -         148.598 (meters)     487.53  (feet)  COMP
 JZ0404  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 JZ0404
 JZ0404  VERT ORDER  -  FIRST     CLASS II
 JZ0404
 JZ0404.The horizontal coordinates were scaled from a topographic map and have
 JZ0404.an estimated accuracy of +/- 6 seconds.
 JZ0404
 JZ0404.The orthometric height was determined by differential leveling
 JZ0404.and adjusted by the National Geodetic Survey in June 1991..
 JZ0404
 JZ0404.The geoid height was determined by GEOID03.
 JZ0404
 JZ0404.The dynamic height is computed by dividing the NAVD 88
 JZ0404.geopotential number by the normal gravity value computed on the
 JZ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0404.degrees latitude (g = 980.6199 gals.).
 JZ0404
 JZ0404.The modeled gravity was interpolated from observed gravity values.
 JZ0404
 JZ0404;                    North         East    Units  Estimated Accuracy
 JZ0404;SPC OH S     -   122,120.      434,140.      MT  (+/- 180 meters Scaled)
 JZ0404
 JZ0404                          SUPERSEDED SURVEY CONTROL
 JZ0404
 JZ0404  NGVD 29 (??/??/92)  148.870  (m)          488.42   (f) ADJ UNCH    1 2
 JZ0404
 JZ0404.Superseded values are not recommended for survey control.
 JZ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0404.See file dsdata.txt to determine how the superseded data were derived.
 JZ0404
 JZ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ233292(NAD 83)
 JZ0404_MARKER: DD = SURVEY DISK
 JZ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0404_STAMPING: 63
 JZ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0404+STABILITY: SURFACE MOTION
 JZ0404
 JZ0404  HISTORY     - Date     Condition        Report By
 JZ0404  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0404  HISTORY     - 1947     GOOD             NGS
 JZ0404  HISTORY     - 1949     GOOD             NGS
 JZ0404  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0404
 JZ0404                          STATION DESCRIPTION
 JZ0404
 JZ0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0404'AT CINCINNATI.
 JZ0404'AT CINCINNATI AT THE JUNCTION OF KELLOGG AVENUE AND SALEM PIKE,
 JZ0404'44.4 FEET EAST OF THE CENTER LINE OF KELLOGG AVENUE AND 26.5
 JZ0404'FEET SOUTH OF CENTER LINE OF SALEM PIKE, 12.3 FEET SOUTHEAST OF
 JZ0404'POLE 1905 A 56.  A CONCRETE POST ABOUT 3 FEET BELOW SURFACE OF
 JZ0404'GROUND.  A WOODEN POST IS SET ON TOP OF MARK.
 JZ0404
 JZ0404                          STATION RECOVERY (1949)
 JZ0404
 JZ0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 JZ0404'RECOVERED IN GOOD CONDITION.
 JZ0404
 JZ0404                          STATION RECOVERY (1985)
 JZ0404
 JZ0404'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2327 ***********************************************************************
 MB2327  DESIGNATION -  63 011 1 P CO
 MB2327  PID         -  MB2327
 MB2327  STATE/COUNTY-  OH/PORTAGE
 MB2327  USGS QUAD   -  WINDHAM (1994)
 MB2327
 MB2327                         *CURRENT SURVEY CONTROL
 MB2327  ___________________________________________________________________
 MB2327* NAD 83(1995)-  41 10 43.06117(N)    081 03 01.35026(W)     ADJUSTED  
 MB2327* NAVD 88     -       300.5    (meters)     986.     (feet)  VERTCON   
 MB2327  ___________________________________________________________________
 MB2327  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 MB2327  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2327
 MB2327  HORZ ORDER  -  SECOND
 MB2327
 MB2327.The horizontal coordinates were established by classical geodetic methods
 MB2327.and adjusted by the National Geodetic Survey in April 1998..
 MB2327
 MB2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2327
 MB2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2327
 MB2327.The geoid height was determined by GEOID03.
 MB2327
 MB2327;                    North         East     Units Scale Factor Converg.
 MB2327;SPC OH N     -   168,908.329   721,621.815   MT  0.99994101   +0 57 08.4
 MB2327;UTM  17      - 4,558,588.007   495,774.838   MT  0.99960022   -0 01 59.4
 MB2327
 MB2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2327!SPC OH N     -   0.99995815  x   0.99994101  =   0.99989916
 MB2327!UTM  17      -   0.99995815  x   0.99960022  =   0.99955839
 MB2327
 MB2327:                Primary Azimuth Mark                     Grid Az
 MB2327:SPC OH N     -  RAVENNA ARMY AMMO NO 12 TANK             036 44 10.8
 MB2327:UTM  17      -  RAVENNA ARMY AMMO NO 12 TANK             037 43 18.6
 MB2327
 MB2327|---------------------------------------------------------------------|
 MB2327| PID    Reference Object                     Distance      Geod. Az  |
 MB2327|                                                           dddmmss.s |
 MB2327| MB2324 RAVENNA ARMY AMMO NO 12 TANK        APPROX. 0.9 KM 0374119.2 |
 MB2327| MB2322 63 012 1 P CO                       APPROX. 1.1 KM 0662646.9 |
 MB2327|---------------------------------------------------------------------|
 MB2327
 MB2327                          SUPERSEDED SURVEY CONTROL
 MB2327
 MB2327  NAD 83(1986)-  41 10 43.06702(N)    081 03 01.35062(W) AD(       ) 2
 MB2327  NAD 27      -  41 10 42.86389(N)    081 03 02.00923(W) AD(       ) 2
 MB2327  NGVD 29 (07/19/86)  300.7    (m)          987.     (f) VERT ANG       
 MB2327
 MB2327.Superseded values are not recommended for survey control.
 MB2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2327.See file dsdata.txt to determine how the superseded data were derived.
 MB2327
 MB2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9577558588(NAD 83)
 MB2327_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2327+STABILITY: SURFACE MOTION
 MB2327
 MB2327  HISTORY     - Date     Condition        Report By
 MB2327  HISTORY     - 1977     MONUMENTED       OH-133
 MB2327
 MB2327                          STATION DESCRIPTION
 MB2327
 MB2327'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2327'THE STATION IS ABOUT 5-1/4 MILES WEST OF CHARLESTOWN, 4
 MB2327'MILES SOUTH OF WINDHAM,
 MB2327'3/4 MILE NORTH OF PARIS,
 MB2327'AND ON RIGHT-OF-WAY OF STATE ROUTE 225.
 MB2327'
 MB2327'THE STATION IS AT THE INTERSECTION OF STATE ROUTES 5
 MB2327'AND 225 ABOUT 1 MILE NORTH OF PARIS, IN THE SOUTHEAST
 MB2327'CORNER OF THE INTERSECTION.
 MB2327'
 MB2327'STATION MARK, STAMPED---63-011-1 1977---, IS A PORTAGE COUNTY
 MB2327'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2327'POST THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2327'43.8 FEET EAST OF THE CENTERLINE OF STATE ROUTE 225 AND 34.5
 MB2327'FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 5.
 MB2327'
 MB2327'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2327'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2327'STATIONS 63 016 2 P CO, 63 012 1 P CO, AND 63 018 1 P CO CAN BE
 MB2327'USED AS AZIMUTH MARKS.
 MB2327'
 MB2327'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2322 ***********************************************************************
 MB2322  DESIGNATION -  63 012 1 P CO
 MB2322  PID         -  MB2322
 MB2322  STATE/COUNTY-  OH/PORTAGE
 MB2322  USGS QUAD   -  WINDHAM (1994)
 MB2322
 MB2322                         *CURRENT SURVEY CONTROL
 MB2322  ___________________________________________________________________
 MB2322* NAD 83(1995)-  41 10 57.92290(N)    081 02 16.21648(W)     ADJUSTED  
 MB2322* NAVD 88     -       300.3    (meters)     985.     (feet)  VERTCON   
 MB2322  ___________________________________________________________________
 MB2322  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 MB2322  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2322
 MB2322  HORZ ORDER  -  SECOND
 MB2322
 MB2322.The horizontal coordinates were established by classical geodetic methods
 MB2322.and adjusted by the National Geodetic Survey in April 1998..
 MB2322
 MB2322.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2322
 MB2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2322
 MB2322.The geoid height was determined by GEOID03.
 MB2322
 MB2322;                    North         East     Units Scale Factor Converg.
 MB2322;SPC OH N     -   169,384.270   722,665.885   MT  0.99994115   +0 57 38.0
 MB2322;UTM  17      - 4,559,045.764   496,826.580   MT  0.99960012   -0 01 29.7
 MB2322
 MB2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2322!SPC OH N     -   0.99995818  x   0.99994115  =   0.99989933
 MB2322!UTM  17      -   0.99995818  x   0.99960012  =   0.99955832
 MB2322
 MB2322:                Primary Azimuth Mark                     Grid Az
 MB2322:SPC OH N     -  63 011 1 P CO                            245 29 38.6
 MB2322:UTM  17      -  63 011 1 P CO                            246 28 46.3
 MB2322
 MB2322|---------------------------------------------------------------------|
 MB2322| PID    Reference Object                     Distance      Geod. Az  |
 MB2322|                                                           dddmmss.s |
 MB2322| MB2327 63 011 1 P CO                       APPROX. 1.1 KM 2462716.6 |
 MB2322|---------------------------------------------------------------------|
 MB2322
 MB2322                          SUPERSEDED SURVEY CONTROL
 MB2322
 MB2322  NAD 83(1986)-  41 10 57.92869(N)    081 02 16.21675(W) AD(       ) 2
 MB2322  NAD 27      -  41 10 57.72562(N)    081 02 16.87700(W) AD(       ) 2
 MB2322  NGVD 29 (07/19/86)  300.5    (m)          986.     (f) VERT ANG       
 MB2322
 MB2322.Superseded values are not recommended for survey control.
 MB2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2322.See file dsdata.txt to determine how the superseded data were derived.
 MB2322
 MB2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9682759046(NAD 83)
 MB2322_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2322+STABILITY: SURFACE MOTION
 MB2322
 MB2322  HISTORY     - Date     Condition        Report By
 MB2322  HISTORY     - 1977     MONUMENTED       OH-133
 MB2322
 MB2322                          STATION DESCRIPTION
 MB2322
 MB2322'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2322'THE STATION IS ABOUT 3-3/4 MILES SOUTH-SOUTHEAST OF WINDHAM,
 MB2322'1-1/2 MILES NORTHWEST OF MC CLINTOCKSBURG, 1-1/4 MILES
 MB2322'NORTHEAST OF PARIS, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 5.
 MB2322'
 MB2322'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 225
 MB2322'AND 5 ABOUT 1 MILE NORTH OF PARIS,
 MB2322'GO EAST ON STATE ROUTE 5 FOR 0.7 MILE TO THE STATION ON
 MB2322'THE LEFT.
 MB2322'
 MB2322'STATION MARK, STAMPED---63-012-1 1977---, IS A PORTAGE COUNTY
 MB2322'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2322'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 42 FEET
 MB2322'EAST-SOUTHEAST OF A 14-INCH MAPLE TREE, 36 FEET WEST-SOUTHWEST
 MB2322'OF AN 18-INCH MAPLE TREE, AND 30 FEET NORTH OF THE CENTERLINE
 MB2322'OF STATE ROUTE 5.
 MB2322'
 MB2322'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2322'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2322'STATIONS 63 011 1 P CO AND 63 013 2 P CO CAN BE USED AS
 MB2322'AZIMUTH MARKS.
 MB2322'
 MB2322'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2317 ***********************************************************************
 MB2317  DESIGNATION -  63 013 1 P CO
 MB2317  PID         -  MB2317
 MB2317  STATE/COUNTY-  OH/PORTAGE
 MB2317  USGS QUAD   -  WINDHAM (1994)
 MB2317
 MB2317                         *CURRENT SURVEY CONTROL
 MB2317  ___________________________________________________________________
 MB2317* NAD 83(1995)-  41 10 42.38911(N)    081 01 23.36133(W)     ADJUSTED  
 MB2317* NAVD 88     -       289.     (meters)     948.     (feet)  VERTCON   
 MB2317  ___________________________________________________________________
 MB2317  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 MB2317  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2317
 MB2317  HORZ ORDER  -  SECOND
 MB2317
 MB2317.The horizontal coordinates were established by classical geodetic methods
 MB2317.and adjusted by the National Geodetic Survey in April 1998..
 MB2317
 MB2317.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2317
 MB2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2317
 MB2317.The geoid height was determined by GEOID03.
 MB2317
 MB2317;                    North         East     Units Scale Factor Converg.
 MB2317;SPC OH N     -   168,925.914   723,905.604   MT  0.99994100   +0 58 12.8
 MB2317;UTM  17      - 4,558,566.318   498,057.813   MT  0.99960005   -0 00 54.9
 MB2317
 MB2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2317!SPC OH N     -   0.99995999  x   0.99994100  =   0.99990099
 MB2317!UTM  17      -   0.99995999  x   0.99960005  =   0.99956005
 MB2317
 MB2317                          SUPERSEDED SURVEY CONTROL
 MB2317
 MB2317  NAD 83(1986)-  41 10 42.39481(N)    081 01 23.36162(W) AD(       ) 2
 MB2317  NAD 27      -  41 10 42.19157(N)    081 01 24.02377(W) AD(       ) 2
 MB2317  NGVD 29 (07/19/86)  289.     (m)          948.     (f) VERT ANG       
 MB2317
 MB2317.Superseded values are not recommended for survey control.
 MB2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2317.See file dsdata.txt to determine how the superseded data were derived.
 MB2317
 MB2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9805858566(NAD 83)
 MB2317_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2317+STABILITY: SURFACE MOTION
 MB2317
 MB2317  HISTORY     - Date     Condition        Report By
 MB2317  HISTORY     - 1977     MONUMENTED       OH-133
 MB2317
 MB2317                          STATION DESCRIPTION
 MB2317
 MB2317'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2317'THE STATION IS ABOUT 3-3/4 MILES SOUTHEAST OF WINDHAM, 1-1/2
 MB2317'MILES NORTHEAST OF PARIS, 3/4 MILE NORTHWEST OF MC
 MB2317'CLINTOCKSBURG, AND ON THE RIGHT-OF-WAY OF HOLCOMB ROAD, COUNTY
 MB2317'HIGHWAY 187.
 MB2317'
 MB2317'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5
 MB2317'AND 225 ABOUT 1 MILE NORTH OF PARIS,
 MB2317'GO SOUTH ON STATE ROUTE 225 FOR 0.1 MILE TO THE
 MB2317'INTERSECTION OF MINYOUNG ROAD, TOWNSHIP HIGHWAY 185.  TURN LEFT
 MB2317'AND GO EAST ON MINYOUNG ROAD FOR 1.45
 MB2317'MILES TO THE T-INTERSECTION OF HOLCOMB ROAD
 MB2317'AND THE STATION NORTHEAST OF THE
 MB2317'INTERSECTION.
 MB2317'
 MB2317'STATION MARK, STAMPED---63-013-1 1977---, IS A PORTAGE COUNTY
 MB2317'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2317'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 102 FEET
 MB2317'NORTHEAST OF POWER POLE NUMBER P 1083, 52.3 FEET NORTH OF
 MB2317'POWER POLE NUMBER P 602, AND 11.6 FEET EAST OF THE CENTERLINE
 MB2317'OF HOLCOMB ROAD.
 MB2317'
 MB2317'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2317'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2317'STATION 63 013 3 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2317'
 MB2317'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2319 ***********************************************************************
 MB2319  DESIGNATION -  63 013 2 P CO
 MB2319  PID         -  MB2319
 MB2319  STATE/COUNTY-  OH/PORTAGE
 MB2319  USGS QUAD   -  WINDHAM (1994)
 MB2319
 MB2319                         *CURRENT SURVEY CONTROL
 MB2319  ___________________________________________________________________
 MB2319* NAD 83(1995)-  41 11 08.86774(N)    081 01 41.21984(W)     ADJUSTED  
 MB2319* NAVD 88     -       297.5    (meters)     976.     (feet)  VERTCON   
 MB2319  ___________________________________________________________________
 MB2319  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 MB2319  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2319
 MB2319  HORZ ORDER  -  SECOND
 MB2319
 MB2319.The horizontal coordinates were established by classical geodetic methods
 MB2319.and adjusted by the National Geodetic Survey in April 1998..
 MB2319
 MB2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2319
 MB2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2319
 MB2319.The geoid height was determined by GEOID03.
 MB2319
 MB2319;                    North         East     Units Scale Factor Converg.
 MB2319;SPC OH N     -   169,735.561   723,475.663   MT  0.99994126   +0 58 01.0
 MB2319;UTM  17      - 4,559,382.961   497,642.002   MT  0.99960007   -0 01 06.7
 MB2319
 MB2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2319!SPC OH N     -   0.99995862  x   0.99994126  =   0.99989988
 MB2319!UTM  17      -   0.99995862  x   0.99960007  =   0.99955871
 MB2319
 MB2319:                Primary Azimuth Mark                     Grid Az
 MB2319:SPC OH N     -  63 012 1 P CO                            246 32 53.8
 MB2319:UTM  17      -  63 012 1 P CO                            247 32 01.5
 MB2319
 MB2319|---------------------------------------------------------------------|
 MB2319| PID    Reference Object                     Distance      Geod. Az  |
 MB2319|                                                           dddmmss.s |
 MB2319| MB2322 63 012 1 P CO                       APPROX. 0.9 KM 2473054.8 |
 MB2319|---------------------------------------------------------------------|
 MB2319
 MB2319                          SUPERSEDED SURVEY CONTROL
 MB2319
 MB2319  NAD 83(1986)-  41 11 08.87349(N)    081 01 41.22004(W) AD(       ) 2
 MB2319  NAD 27      -  41 11 08.67049(N)    081 01 41.88156(W) AD(       ) 2
 MB2319  NGVD 29 (07/19/86)  297.7    (m)          977.     (f) VERT ANG       
 MB2319
 MB2319.Superseded values are not recommended for survey control.
 MB2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2319.See file dsdata.txt to determine how the superseded data were derived.
 MB2319
 MB2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9764259383(NAD 83)
 MB2319_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2319+STABILITY: SURFACE MOTION
 MB2319
 MB2319  HISTORY     - Date     Condition        Report By
 MB2319  HISTORY     - 1977     MONUMENTED       OH-133
 MB2319
 MB2319                          STATION DESCRIPTION
 MB2319
 MB2319'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2319'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF WINDHAM, 1-3/4
 MB2319'MILES NORTHEAST OF PARIS, 1-1/4 MILES NORTHWEST OF
 MB2319'MC CLINTOCKSBURG, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 5.
 MB2319'
 MB2319'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5
 MB2319'AND 225 ABOUT 1MILE NORTH OF PARIS,
 MB2319'GO EAST ON STATE ROUTE 5 FOR 1.3 MILES TO THE STATION
 MB2319'ON THE LEFT.
 MB2319'
 MB2319'STATION MARK, STAMPED---63-013-2 1977---, IS A PORTAGE COUNTY
 MB2319'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2319'POST THAT IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2319'125 FEET EAST OF THE CENTERLINE OF A RAVENNA ARSENAL GATE,
 MB2319'59.9 FEET SOUTHEAST OF THE CORNER FENCE POST EAST OF
 MB2319'THE GATE, 50.9 FEET SOUTH OF THE FOURTH FENCE POST EAST
 MB2319'OF THE CORNER POST, AND 26.5 FEET NORTH OF THE
 MB2319'CENTERLINE OF STATE ROUTE 5.
 MB2319'
 MB2319'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2319'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2319'STATIONS 63 012 1 P CO AND 63 013 3 P CO CAN BE USED AS
 MB2319'AZIMUTH MARKS.
 MB2319'
 MB2319'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2318 ***********************************************************************
 MB2318  DESIGNATION -  63 013 3 P CO
 MB2318  PID         -  MB2318
 MB2318  STATE/COUNTY-  OH/PORTAGE
 MB2318  USGS QUAD   -  WINDHAM (1994)
 MB2318
 MB2318                         *CURRENT SURVEY CONTROL
 MB2318  ___________________________________________________________________
 MB2318* NAD 83(1995)-  41 10 42.10202(N)    081 01 39.42911(W)     ADJUSTED  
 MB2318* NAVD 88     -       292.4    (meters)     959.     (feet)  VERTCON   
 MB2318  ___________________________________________________________________
 MB2318  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 MB2318  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2318
 MB2318  HORZ ORDER  -  SECOND
 MB2318
 MB2318.The horizontal coordinates were established by classical geodetic methods
 MB2318.and adjusted by the National Geodetic Survey in April 1998..
 MB2318
 MB2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2318
 MB2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2318
 MB2318.The geoid height was determined by GEOID03.
 MB2318
 MB2318;                    North         East     Units Scale Factor Converg.
 MB2318;SPC OH N     -   168,910.728   723,531.326   MT  0.99994100   +0 58 02.2
 MB2318;UTM  17      - 4,558,557.574   497,683.456   MT  0.99960007   -0 01 05.5
 MB2318
 MB2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2318!SPC OH N     -   0.99995942  x   0.99994100  =   0.99990042
 MB2318!UTM  17      -   0.99995942  x   0.99960007  =   0.99955951
 MB2318
 MB2318:                Primary Azimuth Mark                     Grid Az
 MB2318:SPC OH N     -  RAVENNA ARMY AMMO NO 1 TANK              025 53 14.7
 MB2318:UTM  17      -  RAVENNA ARMY AMMO NO 1 TANK              026 52 22.4
 MB2318
 MB2318|---------------------------------------------------------------------|
 MB2318| PID    Reference Object                     Distance      Geod. Az  |
 MB2318|                                                           dddmmss.s |
 MB2318| MB2316 RAVENNA ARMY AMMO NO 1 TANK         APPROX. 2.6 KM 0265116.9 |
 MB2318| MB2317 63 013 1 P CO                       374.609 METERS 08839     |
 MB2318|---------------------------------------------------------------------|
 MB2318
 MB2318                          SUPERSEDED SURVEY CONTROL
 MB2318
 MB2318  NAD 83(1986)-  41 10 42.10778(N)    081 01 39.42940(W) AD(       ) 2
 MB2318  NAD 27      -  41 10 41.90451(N)    081 01 40.09102(W) AD(       ) 2
 MB2318  NGVD 29 (07/19/86)  292.6    (m)          960.     (f) VERT ANG       
 MB2318
 MB2318.Superseded values are not recommended for survey control.
 MB2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2318.See file dsdata.txt to determine how the superseded data were derived.
 MB2318
 MB2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9768358558(NAD 83)
 MB2318_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2318+STABILITY: SURFACE MOTION
 MB2318
 MB2318  HISTORY     - Date     Condition        Report By
 MB2318  HISTORY     - 1977     MONUMENTED       OH-133
 MB2318
 MB2318                          STATION DESCRIPTION
 MB2318
 MB2318'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2318'THE STATION IS ABOUT 3-3/4 MILES SOUTHEAST OF WINDHAM, 1-1/2
 MB2318'MILES NORTHEAST OF PARIS, 3/4 MILE NORTHWEST OF MC
 MB2318'CLINTOCKSBURG, AND ON THE RIGHT-OF-WAY OF MINYOUNG ROAD,
 MB2318'TOWNSHIP HIGHWAY 185.
 MB2318'
 MB2318'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5
 MB2318'AND 225 ABOUT 1 MILE NORTH OF PARIS,
 MB2318'GO SOUTH ON STATE ROUTE 225 FOR 0.1 MILE TO THE
 MB2318'INTERSECTION OF MINYOUNG ROAD.  TURN LEFT
 MB2318'AND GO EAST ON MINYOUNG ROAD FOR 1.25
 MB2318'MILES TO THE STATION ON THE LEFT.  CONTINUE EAST ON MINYOUNG
 MB2318'ROAD FOR 0.2 MILE TO THE T-INTERSECTION
 MB2318'OF HOLCOMB ROAD, COUNTY HIGHWAY 187, AND AZIMUTH
 MB2318'MARK 63 013 1 P CO NORTHEAST OF THE INTERSECTION.
 MB2318'
 MB2318'STATION MARKS, STAMPED---63-013-3 1977---, ARE PORTAGE COUNTY
 MB2318'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2318'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2318'SURFACE.  IT IS 79.2 FEET NORTHWEST OF A POWER POLE, 40.5 FEET
 MB2318'NORTHEAST OF THE NORTHWEST FENCE CORNER ON THE SOUTH SIDE OF
 MB2318'MINYOUNG ROAD, 39.5 FEET WEST OF
 MB2318'TELEPHONE POLE NUMBER 10-20, AND 17.0 FEET NORTH OF THE
 MB2318'CENTERLINE OF MINYOUNG ROAD.  THE UNDERGROUND
 MB2318'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42
 MB2318'INCHES BELOW THE GROUND SURFACE.
 MB2318'
 MB2318'AZIMUTH MARK 63 013 1 P CO, STAMPED---63-013-1 1977---, IS A
 MB2318'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2318'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2318'SURFACE.  IT IS 102 FEET NORTHEAST OF POWER POLE NUMBER P
 MB2318'1083, 52.3 FEET NORTH OF POWER POLE NUMBER P 602, AND 11.6 FEET
 MB2318'EAST OF THE CENTERLINE OF HOLCOMB ROAD.
 MB2318'
 MB2318'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2318'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2318'STATION 63 013 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2318'
 MB2318'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2338 ***********************************************************************
 MB2338  DESIGNATION -  63 016 1 P CO
 MB2338  PID         -  MB2338
 MB2338  STATE/COUNTY-  OH/PORTAGE
 MB2338  USGS QUAD   -  WINDHAM (1994)
 MB2338
 MB2338                         *CURRENT SURVEY CONTROL
 MB2338  ___________________________________________________________________
 MB2338* NAD 83(1995)-  41 10 00.07372(N)    081 05 07.73986(W)     ADJUSTED  
 MB2338* NAVD 88     -       309.1    (meters)    1014.     (feet)  VERTCON   
 MB2338  ___________________________________________________________________
 MB2338  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 MB2338  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2338
 MB2338  HORZ ORDER  -  SECOND
 MB2338
 MB2338.The horizontal coordinates were established by classical geodetic methods
 MB2338.and adjusted by the National Geodetic Survey in April 1998..
 MB2338
 MB2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2338
 MB2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2338
 MB2338.The geoid height was determined by GEOID03.
 MB2338
 MB2338;                    North         East     Units Scale Factor Converg.
 MB2338;SPC OH N     -   167,534.086   718,698.045   MT  0.99994063   +0 55 45.4
 MB2338;UTM  17      - 4,557,264.706   492,828.866   MT  0.99960063   -0 03 22.6
 MB2338
 MB2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2338!SPC OH N     -   0.99995679  x   0.99994063  =   0.99989743
 MB2338!UTM  17      -   0.99995679  x   0.99960063  =   0.99955744
 MB2338
 MB2338:                Primary Azimuth Mark                     Grid Az
 MB2338:SPC OH N     -  63 022 2 P CO                            241 23 28.8
 MB2338:UTM  17      -  63 022 2 P CO                            242 22 36.8
 MB2338
 MB2338|---------------------------------------------------------------------|
 MB2338| PID    Reference Object                     Distance      Geod. Az  |
 MB2338|                                                           dddmmss.s |
 MB2338| MB2340 63 022 2 P CO                       APPROX. 0.7 KM 2421914.2 |
 MB2338|---------------------------------------------------------------------|
 MB2338
 MB2338                          SUPERSEDED SURVEY CONTROL
 MB2338
 MB2338  NAD 83(1986)-  41 10 00.07981(N)    081 05 07.74051(W) AD(       ) 2
 MB2338  NAD 27      -  41 09 59.87723(N)    081 05 08.39527(W) AD(       ) 2
 MB2338  NGVD 29 (07/19/86)  309.3    (m)         1015.     (f) VERT ANG       
 MB2338
 MB2338.Superseded values are not recommended for survey control.
 MB2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2338.See file dsdata.txt to determine how the superseded data were derived.
 MB2338
 MB2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9282957265(NAD 83)
 MB2338_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2338+STABILITY: SURFACE MOTION
 MB2338
 MB2338  HISTORY     - Date     Condition        Report By
 MB2338  HISTORY     - 1977     MONUMENTED       OH-133
 MB2338
 MB2338                          STATION DESCRIPTION
 MB2338
 MB2338'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2338'THE STATION IS ABOUT 5-3/4 MILES NORTHEAST OF EDINBURG, 5-1/4
 MB2338'MILES NORTHWEST OF PALMYRA, 1-3/4 MILES WEST OF PARIS, AND ON
 MB2338'THE RIGHT-OF-WAY OF STATE ROUTE 5.
 MB2338'
 MB2338'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2338'AND 5 JUST EAST OF RAVENNA, GO EAST ON STATE
 MB2338'ROUTE 5 FOR 6.6 MILES TO THE INTERSECTION OF COUNTY HIGHWAY
 MB2338'177, NEWTON FALLS ROAD.  CONTINUE EAST ON STATE ROUTE 5 FOR 0.5
 MB2338'MILE TO THE RAVENNA ARMY AMMUNITION PLANT
 MB2338'MAIN GATE AND THE STATION ON THE RIGHT.
 MB2338'
 MB2338'STATION MARKS, STAMPED---63-016-1 1977---, ARE PORTAGE COUNTY
 MB2338'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2338'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2338'SURFACE.  IT IS 99.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MB2338'A TRIANGULAR CONCRETE ISLAND IN THE MIDDLE OF THE ENTRANCE AND
 MB2338'EXIT LANES TO THE RAVENNA ARSENAL MAIN GATE, 89.0 FEET SOUTH OF
 MB2338'A STREET LAMP POLE, 48.3 FEET EAST OF AN UNDERGROUND UNITED
 MB2338'TELEPHONE CABLE WARNING SIGN, AND 44.2 FEET SOUTH OF THE
 MB2338'CENTERLINE OF STATE ROUTE 5.  THE UNDERGROUND DISK IS SET IN
 MB2338'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2338'GROUND SURFACE.
 MB2338'
 MB2338'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2338'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2338'STATIONS 63 022 2 P CO AND 63 016 2 P CO CAN BE USED AS
 MB2338'AZIMUTH MARKS.
 MB2338'
 MB2338'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2336 ***********************************************************************
 MB2336  DESIGNATION -  63 016 2 P CO
 MB2336  PID         -  MB2336
 MB2336  STATE/COUNTY-  OH/PORTAGE
 MB2336  USGS QUAD   -  WINDHAM (1994)
 MB2336
 MB2336                         *CURRENT SURVEY CONTROL
 MB2336  ___________________________________________________________________
 MB2336* NAD 83(1995)-  41 10 16.98222(N)    081 04 26.69870(W)     ADJUSTED  
 MB2336* NAVD 88     -       301.2    (meters)     988.     (feet)  VERTCON   
 MB2336  ___________________________________________________________________
 MB2336  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 MB2336  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2336
 MB2336  HORZ ORDER  -  SECOND
 MB2336
 MB2336.The horizontal coordinates were established by classical geodetic methods
 MB2336.and adjusted by the National Geodetic Survey in April 1998..
 MB2336
 MB2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2336
 MB2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2336
 MB2336.The geoid height was determined by GEOID03.
 MB2336
 MB2336;                    North         East     Units Scale Factor Converg.
 MB2336;SPC OH N     -   168,071.177   719,646.081   MT  0.99994077   +0 56 12.3
 MB2336;UTM  17      - 4,557,785.235   493,785.675   MT  0.99960048   -0 02 55.6
 MB2336
 MB2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2336!SPC OH N     -   0.99995804  x   0.99994077  =   0.99989881
 MB2336!UTM  17      -   0.99995804  x   0.99960048  =   0.99955853
 MB2336
 MB2336:                Primary Azimuth Mark                     Grid Az
 MB2336:SPC OH N     -  63 016 1 P CO                            240 28 01.7
 MB2336:UTM  17      -  63 016 1 P CO                            241 27 09.6
 MB2336
 MB2336|---------------------------------------------------------------------|
 MB2336| PID    Reference Object                     Distance      Geod. Az  |
 MB2336|                                                           dddmmss.s |
 MB2336| MB2338 63 016 1 P CO                       APPROX. 1.1 KM 2412414.0 |
 MB2336|---------------------------------------------------------------------|
 MB2336
 MB2336                          SUPERSEDED SURVEY CONTROL
 MB2336
 MB2336  NAD 83(1986)-  41 10 16.98822(N)    081 04 26.69925(W) AD(       ) 2
 MB2336  NAD 27      -  41 10 16.78520(N)    081 04 27.35495(W) AD(       ) 2
 MB2336  NGVD 29 (07/19/86)  301.4    (m)          989.     (f) VERT ANG       
 MB2336
 MB2336.Superseded values are not recommended for survey control.
 MB2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2336.See file dsdata.txt to determine how the superseded data were derived.
 MB2336
 MB2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9378657785(NAD 83)
 MB2336_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2336+STABILITY: SURFACE MOTION
 MB2336
 MB2336  HISTORY     - Date     Condition        Report By
 MB2336  HISTORY     - 1977     MONUMENTED       OH-133
 MB2336
 MB2336                          STATION DESCRIPTION
 MB2336
 MB2336'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2336'THE STATION IS ABOUT 5-3/4 MILES NORTHEAST OF EDINBURG, 5-1/4
 MB2336'MILES NORTHWEST OF PALMYRA, 1-3/4 MILES WEST OF PARIS, AND ON
 MB2336'THE RIGHT-OF-WAY OF STATE ROUTE 5.
 MB2336'
 MB2336'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2336'AND 5, JUST EAST OF RAVENNA, GO EAST ON STATE
 MB2336'ROUTE 5 FOR 7.5 MILES TO THE INTERSECTION OF WAYLAND ROAD,
 MB2336'COUNTY HIGHWAY 132.  CONTINUE EAST ON STATE ROUTE 5 FOR 0.1
 MB2336'MILE TO THE STATION ON THE LEFT.
 MB2336'
 MB2336'STATION MARK, STAMPED---63-016-2 1977---, IS A PORTAGE COUNTY
 MB2336'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2336'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2336'130 FEET WEST
 MB2336'OF A RAVINE AND CONCRETE CULVERT BOX CROSSING STATE ROUTE
 MB2336'5, 39.6 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 5, 38.7
 MB2336'FEET SOUTH OF THE RAVENNA ARMY AMMUNITION PLANT
 MB2336'FENCE, AND 28.5 FEET WEST OF A
 MB2336'24-INCH MAPLE TREE.
 MB2336'
 MB2336'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2336'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2336'STATIONS 63 011 1 P CO AND 63 016 1 P CO CAN BE USED AS
 MB2336'AZIMUTH MARKS.
 MB2336'
 MB2336'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2328 ***********************************************************************
 MB2328  DESIGNATION -  63 018 1 P CO
 MB2328  PID         -  MB2328
 MB2328  STATE/COUNTY-  OH/PORTAGE
 MB2328  USGS QUAD   -  WINDHAM (1994)
 MB2328
 MB2328                         *CURRENT SURVEY CONTROL
 MB2328  ___________________________________________________________________
 MB2328* NAD 83(1995)-  41 10 17.57778(N)    081 03 03.96526(W)     ADJUSTED  
 MB2328* NAVD 88     -       299.0    (meters)     981.     (feet)  VERTCON   
 MB2328  ___________________________________________________________________
 MB2328  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 MB2328  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2328
 MB2328  HORZ ORDER  -  SECOND
 MB2328
 MB2328.The horizontal coordinates were established by classical geodetic methods
 MB2328.and adjusted by the National Geodetic Survey in April 1998..
 MB2328
 MB2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2328
 MB2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2328
 MB2328.The geoid height was determined by GEOID03.
 MB2328
 MB2328;                    North         East     Units Scale Factor Converg.
 MB2328;SPC OH N     -   168,121.327   721,573.937   MT  0.99994078   +0 57 06.7
 MB2328;UTM  17      - 4,557,802.214   495,713.451   MT  0.99960023   -0 02 01.1
 MB2328
 MB2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2328!SPC OH N     -   0.99995838  x   0.99994078  =   0.99989917
 MB2328!UTM  17      -   0.99995838  x   0.99960023  =   0.99955863
 MB2328
 MB2328:                Primary Azimuth Mark                     Grid Az
 MB2328:SPC OH N     -  63 025 1 P CO                            179 04 17.7
 MB2328:UTM  17      -  63 025 1 P CO                            180 03 25.5
 MB2328
 MB2328|---------------------------------------------------------------------|
 MB2328| PID    Reference Object                     Distance      Geod. Az  |
 MB2328|                                                           dddmmss.s |
 MB2328| MB2329 63 025 1 P CO                       APPROX. 0.9 KM 1800124.4 |
 MB2328|---------------------------------------------------------------------|
 MB2328
 MB2328                          SUPERSEDED SURVEY CONTROL
 MB2328
 MB2328  NAD 83(1986)-  41 10 17.58363(N)    081 03 03.96574(W) AD(       ) 2
 MB2328  NAD 27      -  41 10 17.38033(N)    081 03 04.62434(W) AD(       ) 2
 MB2328  NGVD 29 (07/19/86)  299.2    (m)          982.     (f) VERT ANG       
 MB2328
 MB2328.Superseded values are not recommended for survey control.
 MB2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2328.See file dsdata.txt to determine how the superseded data were derived.
 MB2328
 MB2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9571357802(NAD 83)
 MB2328_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2328+STABILITY: SURFACE MOTION
 MB2328
 MB2328  HISTORY     - Date     Condition        Report By
 MB2328  HISTORY     - 1977     MONUMENTED       OH-133
 MB2328
 MB2328                          STATION DESCRIPTION
 MB2328
 MB2328'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2328'THE STATION IS ABOUT 5-1/4 MILES EAST OF CHARLESTOWN, 4-1/2
 MB2328'MILES SOUTH OF WINDHAM FROM,
 MB2328'1/2 MILE
 MB2328'NORTH OF PARIS, AND ON STATE ROUTE 225 RIGHT-OF-WAY.
 MB2328'
 MB2328'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5
 MB2328'AND 225 ABOUT 1 MILE NORTH OF NEAR PARIS,
 MB2328'GO SOUTH ON STATE ROUTE
 MB2328'225 FOR 0.5 MILE TO THE STATION ON THE RIGHT.  CONTINUE SOUTH
 MB2328'ON STATE ROUTE 225 FOR 0.55 MILE TO AZIMUTH MARK 63 025 1 P CO
 MB2328'ON THE LEFT.
 MB2328'
 MB2328'STATION MARKS, STAMPED---63-018-1 1977---, ARE PORTAGE COUNTY
 MB2328'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2328'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2328'SURFACE.  IT IS 174.0 FEET NORTH OF TELEPHONE AND POWER POLE
 MB2328'NUMBER P-697, 95.0 FEET SOUTHWEST OF A 24-INCH OAK TREE, 83.0
 MB2328'FEET SOUTH OF TELEPHONE AND POWER POLE NUMBER P-886, 62.5
 MB2328'FEET WEST OF A 36-INCH OAK TREE, AND 28.0 FEET WEST OF THE
 MB2328'CENTERLINE OF STATE ROUTE 225.  THE UNDERGROUND DISK IS SET IN
 MB2328'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2328'GROUND SURFACE.
 MB2328'
 MB2328'AZIMUTH MARK 63 025 1 P CO, STAMPED---63-025-1 1977---, IS A
 MB2328'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2328'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2328'SURFACE.  IT IS 100 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 MB2328'DRIVEWAY TO A MOBILE HOME, ADDRESS NUMBER 6336, 26 FEET WEST OF
 MB2328'THE CENTERLINE OF STATE ROUTE 225, 18 FEET SOUTH OF THE NORTH
 MB2328'PROPERTY LINE OF THE MOBILE HOME, AND 6.0 FEET
 MB2328'SOUTHWEST OF POWER POLE NUMBER P 767.
 MB2328'
 MB2328'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2328'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2328'STATION 63 011 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2328'
 MB2328'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2342 ***********************************************************************
 MB2342  DESIGNATION -  63 022 1 P CO
 MB2342  PID         -  MB2342
 MB2342  STATE/COUNTY-  OH/PORTAGE
 MB2342  USGS QUAD   -  WINDHAM (1994)
 MB2342
 MB2342                         *CURRENT SURVEY CONTROL
 MB2342  ___________________________________________________________________
 MB2342* NAD 83(1995)-  41 09 46.44011(N)    081 05 50.70274(W)     ADJUSTED  
 MB2342* NAVD 88     -       324.0    (meters)    1063.     (feet)  VERTCON   
 MB2342  ___________________________________________________________________
 MB2342  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 MB2342  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2342
 MB2342  HORZ ORDER  -  SECOND
 MB2342
 MB2342.The horizontal coordinates were established by classical geodetic methods
 MB2342.and adjusted by the National Geodetic Survey in April 1998..
 MB2342
 MB2342.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2342
 MB2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2342
 MB2342.The geoid height was determined by GEOID03.
 MB2342
 MB2342;                    North         East     Units Scale Factor Converg.
 MB2342;SPC OH N     -   167,097.406   717,703.451   MT  0.99994052   +0 55 17.1
 MB2342;UTM  17      - 4,556,845.340   491,827.249   MT  0.99960082   -0 03 50.8
 MB2342
 MB2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2342!SPC OH N     -   0.99995446  x   0.99994052  =   0.99989498
 MB2342!UTM  17      -   0.99995446  x   0.99960082  =   0.99955529
 MB2342
 MB2342|---------------------------------------------------------------------|
 MB2342| PID    Reference Object                     Distance      Geod. Az  |
 MB2342|                                                           dddmmss.s |
 MB2342| MB2340 63 022 2 P CO                       384.163 METERS 07618     |
 MB2342|---------------------------------------------------------------------|
 MB2342
 MB2342                          SUPERSEDED SURVEY CONTROL
 MB2342
 MB2342  NAD 83(1986)-  41 09 46.44629(N)    081 05 50.70346(W) AD(       ) 2
 MB2342  NAD 27      -  41 09 46.24361(N)    081 05 51.35632(W) AD(       ) 2
 MB2342  NGVD 29 (07/19/86)  324.2    (m)         1064.     (f) VERT ANG       
 MB2342
 MB2342.Superseded values are not recommended for survey control.
 MB2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2342.See file dsdata.txt to determine how the superseded data were derived.
 MB2342
 MB2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9182756845(NAD 83)
 MB2342_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2342+STABILITY: SURFACE MOTION
 MB2342
 MB2342  HISTORY     - Date     Condition        Report By
 MB2342  HISTORY     - 1977     MONUMENTED       OH-133
 MB2342
 MB2342                          STATION DESCRIPTION
 MB2342
 MB2342'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2342'THE STATION IS ABOUT 5-3/4 MILES SOUTHWEST OF WINDHAM, 3-3/4
 MB2342'MILES EAST OF AUGERBURG, 2-1/2 MILES WEST OF PARIS, AND ON THE
 MB2342'RIGHT-OF-WAY OF NEWTON FALLS ROAD, COUNTY HIGHWAY 177.
 MB2342'
 MB2342'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2342'AND 14, AND NEWTON FALLS ROAD JUST EAST OF
 MB2342'RAVENNA, GO EAST ON NEWTON
 MB2342'FALLS ROAD FOR 6.4 MILES TO THE STATION
 MB2342'ON THE RIGHT.
 MB2342'
 MB2342'STATION MARK, STAMPED---63-022-1 1977---, IS A PORTAGE COUNTY
 MB2342'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2342'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 48.4 FEET
 MB2342'SOUTHEAST OF TELEPHONE AND POWER POLE NUMBER 211 BU, 26.7 FEET
 MB2342'NORTHEAST OF POWER POLE NUMBER P 90, AND 19.0 FEET SOUTH OF THE
 MB2342'CENTERLINE OF NEWTON FALLS ROAD.
 MB2342'
 MB2342'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2342'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2342'STATIONS 73 028 1 P CO AND 63 022 2 P CO CAN BE USED AS
 MB2342'AZIMUTH MARKS.
 MB2342'
 MB2342'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2340 ***********************************************************************
 MB2340  DESIGNATION -  63 022 2 P CO
 MB2340  PID         -  MB2340
 MB2340  STATE/COUNTY-  OH/PORTAGE
 MB2340  USGS QUAD   -  WINDHAM (1994)
 MB2340
 MB2340                         *CURRENT SURVEY CONTROL
 MB2340  ___________________________________________________________________
 MB2340* NAD 83(1995)-  41 09 49.38845(N)    081 05 34.69285(W)     ADJUSTED  
 MB2340* NAVD 88     -       318.1    (meters)    1044.     (feet)  VERTCON   
 MB2340  ___________________________________________________________________
 MB2340  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 MB2340  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB2340
 MB2340  HORZ ORDER  -  SECOND
 MB2340
 MB2340.The horizontal coordinates were established by classical geodetic methods
 MB2340.and adjusted by the National Geodetic Survey in April 1998..
 MB2340
 MB2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2340
 MB2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2340
 MB2340.The geoid height was determined by GEOID03.
 MB2340
 MB2340;                    North         East     Units Scale Factor Converg.
 MB2340;SPC OH N     -   167,194.354   718,075.156   MT  0.99994054   +0 55 27.7
 MB2340;UTM  17      - 4,556,935.850   492,200.440   MT  0.99960075   -0 03 40.3
 MB2340
 MB2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2340!SPC OH N     -   0.99995538  x   0.99994054  =   0.99989592
 MB2340!UTM  17      -   0.99995538  x   0.99960075  =   0.99955615
 MB2340
 MB2340:                Primary Azimuth Mark                     Grid Az
 MB2340:SPC OH N     -  63 016 1 P CO                            061 23 28.8
 MB2340:UTM  17      -  63 016 1 P CO                            062 22 36.8
 MB2340
 MB2340|---------------------------------------------------------------------|
 MB2340| PID    Reference Object                     Distance      Geod. Az  |
 MB2340|                                                           dddmmss.s |
 MB2340| MB2338 63 016 1 P CO                       APPROX. 0.7 KM 0621856.5 |
 MB2340| MB2342 63 022 1 P CO                       384.163 METERS 25618     |
 MB2340|---------------------------------------------------------------------|
 MB2340
 MB2340                          SUPERSEDED SURVEY CONTROL
 MB2340
 MB2340  NAD 83(1986)-  41 09 49.39460(N)    081 05 34.69355(W) AD(       ) 2
 MB2340  NAD 27      -  41 09 49.19197(N)    081 05 35.34713(W) AD(       ) 2
 MB2340  NGVD 29 (07/19/86)  318.3    (m)         1044.     (f) VERT ANG       
 MB2340
 MB2340.Superseded values are not recommended for survey control.
 MB2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2340.See file dsdata.txt to determine how the superseded data were derived.
 MB2340
 MB2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9220056936(NAD 83)
 MB2340_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2340+STABILITY: SURFACE MOTION
 MB2340
 MB2340  HISTORY     - Date     Condition        Report By
 MB2340  HISTORY     - 1977     MONUMENTED       OH-133
 MB2340
 MB2340                          STATION DESCRIPTION
 MB2340
 MB2340'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2340'THE STATION IS ABOUT 5-3/4 MILES NORTHEAST OF EDINBURG, 5-1/4
 MB2340'MILES NORTHWEST OF PALMYRA, 1-3/4 MILES WEST OF PARIS, AND ON
 MB2340'THE RIGHT-OF-WAY OF STATE ROUTE 5.
 MB2340'
 MB2340'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2340'AND 5, JUST EAST OF RAVENNA, GO EAST ON STATE
 MB2340'ROUTE 5 FOR 6.6 MILES TO THE INTERSECTION OF COUNTY HIGHWAY
 MB2340'177, NEWTON FALLS ROAD, AND THE STATION JUST EAST OF THE
 MB2340'INTERSECTION ON THE SOUTH SIDE OF STATE ROUTE 5.
 MB2340'
 MB2340'STATION MARK, STAMPED---63-022-2 1977---, IS A PORTAGE COUNTY
 MB2340'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2340'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 150
 MB2340'FEET EAST OF THE INTERSECTION OF NEWTON FALLS ROAD,
 MB2340'73.0 FEET EAST OF A TELEPHONE POLE, 37.5 FEET
 MB2340'SOUTH OF THE CENTERLINE OF STATE ROUTE 5, AND 24.0 FEET NORTH
 MB2340'OF TELEPHONE POLE NUMBER 212 BU.
 MB2340'
 MB2340'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2340'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2340'STATIONS 63 022 1 P CO AND 63 016 1 P CO CAN BE USED AS
 MB2340'AZIMUTH MARKS.
 MB2340'
 MB2340'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2329 ***********************************************************************
 MB2329  DESIGNATION -  63 025 1 P CO
 MB2329  PID         -  MB2329
 MB2329  STATE/COUNTY-  OH/PORTAGE
 MB2329  USGS QUAD   -  WINDHAM (1994)
 MB2329
 MB2329                         *CURRENT SURVEY CONTROL
 MB2329  ___________________________________________________________________
 MB2329* NAD 83(1995)-  41 09 47.42856(N)    081 03 03.98159(W)     ADJUSTED  
 MB2329* NAVD 88     -       298.     (meters)     978.     (feet)  VERTCON   
 MB2329  ___________________________________________________________________
 MB2329  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 MB2329  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2329
 MB2329  HORZ ORDER  -  SECOND
 MB2329
 MB2329.The horizontal coordinates were established by classical geodetic methods
 MB2329.and adjusted by the National Geodetic Survey in April 1998..
 MB2329
 MB2329.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2329
 MB2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2329
 MB2329.The geoid height was determined by GEOID03.
 MB2329
 MB2329;                    North         East     Units Scale Factor Converg.
 MB2329;SPC OH N     -   167,191.425   721,589.006   MT  0.99994052   +0 57 06.7
 MB2329;UTM  17      - 4,556,872.506   495,712.525   MT  0.99960023   -0 02 01.1
 MB2329
 MB2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2329!SPC OH N     -   0.99995857  x   0.99994052  =   0.99989909
 MB2329!UTM  17      -   0.99995857  x   0.99960023  =   0.99955882
 MB2329
 MB2329                          SUPERSEDED SURVEY CONTROL
 MB2329
 MB2329  NAD 83(1986)-  41 09 47.43440(N)    081 03 03.98219(W) AD(       ) 2
 MB2329  NAD 27      -  41 09 47.23077(N)    081 03 04.64090(W) AD(       ) 2
 MB2329  NGVD 29 (07/19/86)  298.     (m)          978.     (f) VERT ANG       
 MB2329
 MB2329.Superseded values are not recommended for survey control.
 MB2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2329.See file dsdata.txt to determine how the superseded data were derived.
 MB2329
 MB2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9571356873(NAD 83)
 MB2329_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2329+STABILITY: SURFACE MOTION
 MB2329
 MB2329  HISTORY     - Date     Condition        Report By
 MB2329  HISTORY     - 1977     MONUMENTED       OH-133
 MB2329
 MB2329                          STATION DESCRIPTION
 MB2329
 MB2329'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2329'THE STATION IS ABOUT 5-1/4 MILES WEST OF CHARLESTOWN, 5-1/4
 MB2329'MILES SOUTH OF WINDHAM,
 MB2329'4-3/4 MILES
 MB2329'NORTH OF PALMYRA, AND ON RIGHT-OF-WAY OF STATE ROUTE 225.
 MB2329'
 MB2329'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5
 MB2329'AND 225 ABOUT 1 MILE NORTH OF PARIS,
 MB2329'GO SOUTH ON STATE ROUTE 225 FOR 1.05 MILES
 MB2329'TO THE STATION ON THE LEFT.
 MB2329'
 MB2329'STATION MARK, STAMPED---63-025-1 1977---, IS A PORTAGE COUNTY
 MB2329'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2329'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 100 FEET
 MB2329'NORTH OF THE CENTERLINE OF A GRAVEL DRIVEWAY TO A MOBILE HOME,
 MB2329'ADDRESS NUMBER 6336, 26 FEET WEST OF THE CENTERLINE OF STATE
 MB2329'ROUTE 225, 18 FEET SOUTH OF THE NORTH PROPERTY LINE OF THE
 MB2329'MOBILE HOME, AND 6.0 FEET SOUTHWEST OF POWER POLE
 MB2329'NUMBER P 767.
 MB2329'
 MB2329'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2329'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2329'STATION 63 018 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2329'
 MB2329'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2331 ***********************************************************************
 MB2331  DESIGNATION -  63 038 1 P CO
 MB2331  PID         -  MB2331
 MB2331  STATE/COUNTY-  OH/PORTAGE
 MB2331  USGS QUAD   -  WINDHAM (1994)
 MB2331
 MB2331                         *CURRENT SURVEY CONTROL
 MB2331  ___________________________________________________________________
 MB2331* NAD 83(1995)-  41 08 02.84658(N)    081 03 36.39839(W)     ADJUSTED  
 MB2331* NAVD 88     -       305.     (meters)    1001.     (feet)  VERTCON   
 MB2331  ___________________________________________________________________
 MB2331  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 MB2331  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2331
 MB2331  HORZ ORDER  -  SECOND
 MB2331
 MB2331.The horizontal coordinates were established by classical geodetic methods
 MB2331.and adjusted by the National Geodetic Survey in April 1998..
 MB2331
 MB2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2331
 MB2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2331
 MB2331.The geoid height was determined by GEOID03.
 MB2331
 MB2331;                    North         East     Units Scale Factor Converg.
 MB2331;SPC OH N     -   163,953.283   720,886.675   MT  0.99993981   +0 56 45.4
 MB2331;UTM  17      - 4,553,648.018   494,954.863   MT  0.99960031   -0 02 22.4
 MB2331
 MB2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2331!SPC OH N     -   0.99995747  x   0.99993981  =   0.99989728
 MB2331!UTM  17      -   0.99995747  x   0.99960031  =   0.99955780
 MB2331
 MB2331                          SUPERSEDED SURVEY CONTROL
 MB2331
 MB2331  NAD 83(1986)-  41 08 02.85247(N)    081 03 36.39948(W) AD(       ) 2
 MB2331  NAD 27      -  41 08 02.64843(N)    081 03 37.05689(W) AD(       ) 2
 MB2331  NGVD 29 (07/19/86)  305.     (m)         1001.     (f) VERT ANG       
 MB2331
 MB2331.Superseded values are not recommended for survey control.
 MB2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2331.See file dsdata.txt to determine how the superseded data were derived.
 MB2331
 MB2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9495553648(NAD 83)
 MB2331_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2331+STABILITY: SURFACE MOTION
 MB2331
 MB2331  HISTORY     - Date     Condition        Report By
 MB2331  HISTORY     - 1977     MONUMENTED       OH-133
 MB2331
 MB2331                          STATION DESCRIPTION
 MB2331
 MB2331'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2331'THE STATION IS ABOUT 4-3/4 MILES NORTHEAST OF EDINBURG, 2-1/2
 MB2331'MILES NORTHWEST OF PALMYRA, 2-1/2 MILES SOUTHWEST OF PARIS, AND
 MB2331'ON RIGHT-OF-WAY OF COUNTY HIGHWAY 120, CABLE LINE ROAD.
 MB2331'
 MB2331'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5
 MB2331'AND 225 ABOUT 1 MILE NORTH OF PARIS
 MB2331'GO SOUTH ON STATE ROUTE 225 FOR 3.05 MILES TO THE
 MB2331'INTERSECTION OF CABLE LINE ROAD.  TURN
 MB2331'RIGHT AND GO WEST ON CABLE LINE ROAD FOR
 MB2331'0.4 MILE TO THE STATION ON THE RIGHT.
 MB2331'
 MB2331'STATION MARK, STAMPED---63-038-1 1977---, IS A PORTAGE COUNTY
 MB2331'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2331'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 84.0 FEET
 MB2331'NORTH OF TELEPHONE POLE NUMBER 8, 42 FEET NORTH OF THE
 MB2331'CENTERLINE OF CABLE LINE ROAD,
 MB2331'5.2 FEET SOUTH OF POWER POLE NUMBER P 210, AND 3 FEET
 MB2331'SOUTH OF A REINFORCEMENT ROD IN THE SOUTHWEST CORNER OF LOT
 MB2331'NUMBER 7.
 MB2331'
 MB2331'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2331'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2331'STATION 62 425 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2331'
 MB2331'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0152 ***********************************************************************
 HY0152  DESIGNATION -  63 WSM
 HY0152  PID         -  HY0152
 HY0152  STATE/COUNTY-  OH/GALLIA
 HY0152  USGS QUAD   -  MERCERVILLE (1985)
 HY0152
 HY0152                         *CURRENT SURVEY CONTROL
 HY0152  ___________________________________________________________________
 HY0152* NAD 83(1986)-  38 37 59.     (N)    082 20 46.     (W)     SCALED    
 HY0152* NAVD 88     -       298.760  (meters)     980.18   (feet)  ADJUSTED  
 HY0152  ___________________________________________________________________
 HY0152  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HY0152  DYNAMIC HT  -         298.563 (meters)     979.54  (feet)  COMP
 HY0152  MODELED GRAV-     979,961.8   (mgal)                       NAVD 88
 HY0152
 HY0152  VERT ORDER  -  SECOND    CLASS 0
 HY0152
 HY0152.The horizontal coordinates were scaled from a topographic map and have
 HY0152.an estimated accuracy of +/- 6 seconds.
 HY0152
 HY0152.The orthometric height was determined by differential leveling
 HY0152.and adjusted by the National Geodetic Survey in June 1991..
 HY0152
 HY0152.The geoid height was determined by GEOID03.
 HY0152
 HY0152.The dynamic height is computed by dividing the NAVD 88
 HY0152.geopotential number by the normal gravity value computed on the
 HY0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0152.degrees latitude (g = 980.6199 gals.).
 HY0152
 HY0152.The modeled gravity was interpolated from observed gravity values.
 HY0152
 HY0152;                    North         East    Units  Estimated Accuracy
 HY0152;SPC OH S     -    70,290.      613,400.      MT  (+/- 180 meters Scaled)
 HY0152
 HY0152                          SUPERSEDED SURVEY CONTROL
 HY0152
 HY0152  NGVD 29 (??/??/92)  298.939  (m)          980.77   (f) ADJ UNCH    2 0
 HY0152
 HY0152.Superseded values are not recommended for survey control.
 HY0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0152.See file dsdata.txt to determine how the superseded data were derived.
 HY0152
 HY0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC828769(NAD 83)
 HY0152_MARKER: DD = SURVEY DISK
 HY0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0152_STAMPING: 981 63 WSM 1956
 HY0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0152+STABILITY: SURFACE MOTION
 HY0152
 HY0152  HISTORY     - Date     Condition        Report By
 HY0152  HISTORY     - 1956     MONUMENTED       USGS
 HY0152  HISTORY     - 1958     GOOD             NGS
 HY0152
 HY0152                          STATION DESCRIPTION
 HY0152
 HY0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0152'5 MI NW FROM CROWN CITY.
 HY0152'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 553 FROM ITS
 HY0152'JUNCTION WITH STATE HIGHWAY 7 AT CROWN CITY, THENCE 2.65 MILES
 HY0152'NORTHWEST ALONG GEORGES CREEK ROAD, THENCE 0.05 MILES WEST
 HY0152'ALONG GRAVEL ROAD, IN SECTION 34, T 3N, R 15W, 14 1/2 FEET
 HY0152'NORTHWEST OF THE CENTER LINE OF GARLAND CREEK ROAD AND ON THE
 HY0152'TOP OF A RIDGE, 2 1/2 FEET NORTHEAST OF TELEPHONE POLE 98-44,
 HY0152'1 FOOT SOUTHEAST OF A WIRE FENCE, 195 FEET SOUTHWEST OF THE
 HY0152'CENTER OF THE JUNCTION TRIANGLE OF THE JUNCTION OF GARLAND CREEK
 HY0152'ROAD AND GEORGES CREEK ROAD, ABOUT 0.1 MILE NORTHEAST OF THE
 HY0152'JUNCTION OF A SMALL ROAD LEADING WEST-NORTHWEST, ABOUT LEVEL
 HY0152'WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0152'4 INCHES.  NOTE-- THE MARK MAY BE REACHED FROM LECTA, LAWRENCE
 HY0152'COUNTY, BY GOING WEST FOR 0.05 MILES ALONG STATE HIGHWAY 775
 HY0152'FROM ITS JUNCTION WITH STATE HIGHWAY 790, THENCE 2.95 MILES
 HY0152'SOUTH ALONG GRAVEL ROAD, THENCE 1.5 MILES SOUTHEAST ALONG A
 HY0152'SMALL ROAD, THENCE 0.1 MILE EAST ALONG GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1187 ***********************************************************************
 JX1187  DESIGNATION -  632
 JX1187  PID         -  JX1187
 JX1187  STATE/COUNTY-  OH/ATHENS
 JX1187  USGS QUAD   -  AMESVILLE (1994)
 JX1187
 JX1187                         *CURRENT SURVEY CONTROL
 JX1187  ___________________________________________________________________
 JX1187* NAD 83(1986)-  39 24 00.     (N)    081 57 26.     (W)     SCALED    
 JX1187* NAVD 88     -       192.177  (meters)     630.50   (feet)  ADJUSTED  
 JX1187  ___________________________________________________________________
 JX1187  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1187  DYNAMIC HT  -         192.062 (meters)     630.12  (feet)  COMP
 JX1187  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 JX1187
 JX1187  VERT ORDER  -  SECOND    CLASS 0
 JX1187
 JX1187.The horizontal coordinates were scaled from a topographic map and have
 JX1187.an estimated accuracy of +/- 6 seconds.
 JX1187
 JX1187.The orthometric height was determined by differential leveling
 JX1187.and adjusted by the National Geodetic Survey in June 1991..
 JX1187
 JX1187.The geoid height was determined by GEOID03.
 JX1187
 JX1187.The dynamic height is computed by dividing the NAVD 88
 JX1187.geopotential number by the normal gravity value computed on the
 JX1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1187.degrees latitude (g = 980.6199 gals.).
 JX1187
 JX1187.The modeled gravity was interpolated from observed gravity values.
 JX1187
 JX1187;                    North         East    Units  Estimated Accuracy
 JX1187;SPC OH S     -   155,560.      646,750.      MT  (+/- 180 meters Scaled)
 JX1187
 JX1187                          SUPERSEDED SURVEY CONTROL
 JX1187
 JX1187  NGVD 29 (??/??/92)  192.356  (m)          631.09   (f) ADJ UNCH    2 0
 JX1187
 JX1187.Superseded values are not recommended for survey control.
 JX1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1187.See file dsdata.txt to determine how the superseded data were derived.
 JX1187
 JX1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD175616(NAD 83)
 JX1187_MARKER: DD = SURVEY DISK
 JX1187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1187_SP_SET: BUILDING
 JX1187_STAMPING: 632
 JX1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1187
 JX1187  HISTORY     - Date     Condition        Report By
 JX1187  HISTORY     - UNK      MONUMENTED       USGS
 JX1187  HISTORY     - 1942     GOOD             NGS
 JX1187  HISTORY     - 1988     GOOD             USPSQD
 JX1187
 JX1187                          STATION DESCRIPTION
 JX1187
 JX1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JX1187'AT AMESVILLE.
 JX1187'AT AMESVILLE, ATHENS COUNTY, ON U.S. HIGHWAY 50 ALT, ONE FOOT
 JX1187'NORTH OF THE SOUTHWEST CORNER OF THE GARDENER DEPARTMENT STORE,
 JX1187'IN THE WEST WALL, 60 YARDS NORTHWEST OF THE CROSSING OF THE
 JX1187'CENTERLINE OF THE HIGHWAY AND THE NORTH RAIL OF THE NEW YORK
 JX1187'CENTRAL RAILROAD, 43 FEET NORTH OF THE CENTERLINE OF THE
 JX1187'HIGHWAY, 19 FEET NORTHWEST OF A POST AT THE SOUTHEAST CORNER OF
 JX1187'THE SIDEWALK, AND ABOUT ONE FOOT ABOVE THE LEVEL OF THE
 JX1187'ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JX1187'STAMPED 632 AND SET VERTICALLY.
 JX1187
 JX1187                          STATION RECOVERY (1988)
 JX1187
 JX1187'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0403 ***********************************************************************
 MC0403  DESIGNATION -  636
 MC0403  PID         -  MC0403
 MC0403  STATE/COUNTY-  OH/SANDUSKY
 MC0403  USGS QUAD   -  FREMONT EAST (1980)
 MC0403
 MC0403                         *CURRENT SURVEY CONTROL
 MC0403  ___________________________________________________________________
 MC0403* NAD 83(1986)-  41 20 48.     (N)    083 07 06.     (W)     SCALED    
 MC0403* NAVD 88     -       193.544  (meters)     634.99   (feet)  POSTED    
 MC0403  ___________________________________________________________________
 MC0403  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC0403  DYNAMIC HT  -         193.460 (meters)     634.71  (feet)  COMP
 MC0403  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 MC0403
 MC0403  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MC0403
 MC0403.The horizontal coordinates were scaled from a topographic map and have
 MC0403.an estimated accuracy of +/- 6 seconds.
 MC0403
 MC0403.The orthometric height was determined by differential leveling
 MC0403.and adjusted by the National Geodetic Survey in 1992..
 MC0403.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MC0403.rate of 2.1 thru 3.0 mm/km.
 MC0403
 MC0403.The geoid height was determined by GEOID03.
 MC0403
 MC0403.The dynamic height is computed by dividing the NAVD 88
 MC0403.geopotential number by the normal gravity value computed on the
 MC0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0403.degrees latitude (g = 980.6199 gals.).
 MC0403
 MC0403.The modeled gravity was interpolated from observed gravity values.
 MC0403
 MC0403;                    North         East    Units  Estimated Accuracy
 MC0403;SPC OH N     -   186,740.      548,250.      MT  (+/- 180 meters Scaled)
 MC0403
 MC0403                          SUPERSEDED SURVEY CONTROL
 MC0403
 MC0403  NGVD 29 (??/??/92)  193.819  (m)          635.89   (f) ADJ UNCH    2 0
 MC0403
 MC0403.Superseded values are not recommended for survey control.
 MC0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0403.See file dsdata.txt to determine how the superseded data were derived.
 MC0403
 MC0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF227794(NAD 83)
 MC0403_MARKER: DD = SURVEY DISK
 MC0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0403_SP_SET: WATER TABLE
 MC0403_STAMPING: 636
 MC0403_MARK LOGO: USGS  
 MC0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0403
 MC0403  HISTORY     - Date     Condition        Report By
 MC0403  HISTORY     - UNK      MONUMENTED       USGS
 MC0403  HISTORY     - 1944     GOOD             CGS
 MC0403  HISTORY     - 1984     GOOD             USPSQD
 MC0403  HISTORY     - 1987     GOOD             USPSQD
 MC0403
 MC0403                          STATION DESCRIPTION
 MC0403
 MC0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 MC0403'IN FREMONT.
 MC0403'AT FREMONT, SANDUSKY COUNTY, 50 FEET WEST OF THE WEST WALL OF THE
 MC0403'COUNTY COURTHOUSE, AT THE SOUTH SIDE OF THE SANDUSKY COUNTY JAIL,
 MC0403'IN THE TOP OF THE WATER TABLE, AND 4 FEET ABOVE THE GROUND.  A
 MC0403'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 636.
 MC0403
 MC0403                          STATION RECOVERY (1984)
 MC0403
 MC0403'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0403'RECOVERED IN GOOD CONDITION.
 MC0403
 MC0403                          STATION RECOVERY (1987)
 MC0403
 MC0403'RECOVERY NOTE BY US POWER SQUADRON 1987 (DS)
 MC0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1038 ***********************************************************************
 MC1038  DESIGNATION -  636 RESET
 MC1038  PID         -  MC1038
 MC1038  STATE/COUNTY-  OH/SANDUSKY
 MC1038  USGS QUAD   -  FREMONT EAST (1980)
 MC1038
 MC1038                         *CURRENT SURVEY CONTROL
 MC1038  ___________________________________________________________________
 MC1038* NAD 83(1986)-  41 20 48.     (N)    083 07 06.     (W)     SCALED    
 MC1038* NAVD 88     -       191.50   (+/-2cm)     628.3    (feet)  VERTCON   
 MC1038  ___________________________________________________________________
 MC1038  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1038
 MC1038  VERT ORDER  -  THIRD (See Below)
 MC1038
 MC1038.The horizontal coordinates were scaled from a topographic map and have
 MC1038.an estimated accuracy of +/- 6 seconds.
 MC1038
 MC1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1038.The vertical order pertains to the NGVD 29 superseded value.
 MC1038
 MC1038.The geoid height was determined by GEOID03.
 MC1038
 MC1038;                    North         East    Units  Estimated Accuracy
 MC1038;SPC OH N     -   186,740.      548,250.      MT  (+/- 180 meters Scaled)
 MC1038
 MC1038                          SUPERSEDED SURVEY CONTROL
 MC1038
 MC1038  NGVD 29 (10/13/05)  191.77   (m)          629.2    (f) RESET       3  
 MC1038
 MC1038.Superseded values are not recommended for survey control.
 MC1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1038.See file dsdata.txt to determine how the superseded data were derived.
 MC1038
 MC1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF227794(NAD 83)
 MC1038_MARKER: DB = BENCH MARK DISK
 MC1038_SETTING: 0 = UNSPECIFIED SETTING
 MC1038_STAMPING: 636 USGS RESET 1978
 MC1038_MARK LOGO: NGS   
 MC1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1038
 MC1038  HISTORY     - Date     Condition        Report By
 MC1038  HISTORY     - 1978     MONUMENTED       NGS
 MC1038  HISTORY     - 1987     GOOD             USPSQD
 MC1038
 MC1038                          STATION DESCRIPTION
 MC1038
 MC1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 MC1038'IN FREMONT.
 MC1038'IN FREMONT, AT THE COURTHOUSE, A PRE CAST ALUMINUM MONUMENT WITH
 MC1038'MAGNETS, 103.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 MC1038'COURTHOUSE, 29.0 FEET EAST OF THE CENTERLINE OF DRIVEWAY TO
 MC1038'COURTHOUSE PARKING LOT, 21.0 FEET NORTH OF CENTERLINE OF
 MC1038'CROGHAN STREET, 1.0 FOOT WEST OF A WOODEN LIGHTPOLE, AND 3.0 FEET
 MC1038'SOUTH OF SOUTH EDGE OF SIDEWALK.
 MC1038
 MC1038                          STATION RECOVERY (1987)
 MC1038
 MC1038'RECOVERY NOTE BY US POWER SQUADRON 1987 (DS)
 MC1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1790 ***********************************************************************
 MB1790  DESIGNATION -  639
 MB1790  PID         -  MB1790
 MB1790  STATE/COUNTY-  OH/CUYAHOGA
 MB1790  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1790
 MB1790                         *CURRENT SURVEY CONTROL
 MB1790  ___________________________________________________________________
 MB1790* NAD 83(1986)-  41 28 56.     (N)    081 40 21.     (W)     SCALED    
 MB1790* NAVD 88     -       187.149  (meters)     614.00   (feet)  ADJUSTED  
 MB1790  ___________________________________________________________________
 MB1790  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 MB1790  DYNAMIC HT  -         187.075 (meters)     613.76  (feet)  COMP
 MB1790  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 MB1790
 MB1790  VERT ORDER  -  FIRST     CLASS II
 MB1790
 MB1790.The horizontal coordinates were scaled from a topographic map and have
 MB1790.an estimated accuracy of +/- 6 seconds.
 MB1790
 MB1790.The orthometric height was determined by differential leveling
 MB1790.and adjusted by the National Geodetic Survey in June 1991..
 MB1790
 MB1790.The geoid height was determined by GEOID03.
 MB1790
 MB1790.The dynamic height is computed by dividing the NAVD 88
 MB1790.geopotential number by the normal gravity value computed on the
 MB1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1790.degrees latitude (g = 980.6199 gals.).
 MB1790
 MB1790.The modeled gravity was interpolated from observed gravity values.
 MB1790
 MB1790;                    North         East    Units  Estimated Accuracy
 MB1790;SPC OH N     -   201,940.      669,110.      MT  (+/- 180 meters Scaled)
 MB1790
 MB1790                          SUPERSEDED SURVEY CONTROL
 MB1790
 MB1790  NGVD 29 (06/03/92)  187.379  (m)          614.76   (f) ADJUSTED    1 2
 MB1790
 MB1790.Superseded values are not recommended for survey control.
 MB1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1790.See file dsdata.txt to determine how the superseded data were derived.
 MB1790
 MB1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF438925(NAD 83)
 MB1790_MARKER: DD = SURVEY DISK
 MB1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1790_SP_SET: CONCRETE POST
 MB1790_STAMPING: 639
 MB1790_MARK LOGO: CRGS  
 MB1790_PROJECTION: RECESSED 5 CENTIMETERS
 MB1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1790+STABILITY: SURFACE MOTION
 MB1790
 MB1790  HISTORY     - Date     Condition        Report By
 MB1790  HISTORY     - 1939     MONUMENTED       CRGS
 MB1790  HISTORY     - 1983     GOOD             NGS
 MB1790  HISTORY     - 19940605 GOOD             USPSQD
 MB1790  HISTORY     - 19950611 GOOD             USPSQD
 MB1790
 MB1790                          STATION DESCRIPTION
 MB1790
 MB1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1790'IN CLEVELAND.
 MB1790'IN CLEVELAND, AT THE INTERSECTION OF BROADWAY AVENUE AND INDEPENDENCE
 MB1790'ROAD, IN THE SIDEWALK, IN TOP OF A CONCRETE POST AND PROTECTED BY A
 MB1790'9-INCH CAST IRON BOX WITH COVER, 9.23 METERS (30.3 FT) EAST OF THE
 MB1790'CENTERLINE OF BROADWAY AVENUE, 2.59 METERS (8.5 FT) SOUTHEAST OF A
 MB1790'UTILITY POLE, 1.83 METERS (6.0 FT) WEST OF A 6-FOOT HIGH CONCRETE
 MB1790'WALL.  NOTE--BROADWAY AVENUE IS NOT STATE HIGHWAY 14 AT THIS LOCATION.
 MB1790
 MB1790                          STATION RECOVERY (1994)
 MB1790
 MB1790'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1790'RECOVERED IN GOOD CONDITION.
 MB1790
 MB1790                          STATION RECOVERY (1995)
 MB1790
 MB1790'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2352 ***********************************************************************
 MB2352  DESIGNATION -  64 041 1 P CO
 MB2352  PID         -  MB2352
 MB2352  STATE/COUNTY-  OH/PORTAGE
 MB2352  USGS QUAD   -  WINDHAM (1994)
 MB2352
 MB2352                         *CURRENT SURVEY CONTROL
 MB2352  ___________________________________________________________________
 MB2352* NAD 83(1995)-  41 14 05.43985(N)    081 05 34.66241(W)     ADJUSTED  
 MB2352* NAVD 88     -       331.2    (meters)    1087.     (feet)  VERTCON   
 MB2352  ___________________________________________________________________
 MB2352  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 MB2352  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2352
 MB2352  HORZ ORDER  -  SECOND
 MB2352
 MB2352.The horizontal coordinates were established by classical geodetic methods
 MB2352.and adjusted by the National Geodetic Survey in April 1998..
 MB2352
 MB2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2352
 MB2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2352
 MB2352.The geoid height was determined by GEOID03.
 MB2352
 MB2352;                    North         East     Units Scale Factor Converg.
 MB2352;SPC OH N     -   175,091.904   717,948.443   MT  0.99994338   +0 55 27.7
 MB2352;UTM  17      - 4,564,831.717   492,209.588   MT  0.99960075   -0 03 40.6
 MB2352
 MB2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2352!SPC OH N     -   0.99995333  x   0.99994338  =   0.99989671
 MB2352!UTM  17      -   0.99995333  x   0.99960075  =   0.99955410
 MB2352
 MB2352:                Primary Azimuth Mark                     Grid Az
 MB2352:SPC OH N     -  64 042 1 P CO                            088 14 39.0
 MB2352:UTM  17      -  64 042 1 P CO                            089 13 47.3
 MB2352
 MB2352|---------------------------------------------------------------------|
 MB2352| PID    Reference Object                     Distance      Geod. Az  |
 MB2352|                                                           dddmmss.s |
 MB2352| MB2339 64 042 1 P CO                       496.049 METERS 0891006.7 |
 MB2352| MB2344 74 016 1 P CO                       APPROX. 1.1 KM 2704927.5 |
 MB2352|---------------------------------------------------------------------|
 MB2352
 MB2352                          SUPERSEDED SURVEY CONTROL
 MB2352
 MB2352  NAD 83(1986)-  41 14 05.44673(N)    081 05 34.66203(W) AD(       ) 2
 MB2352  NAD 27      -  41 14 05.24491(N)    081 05 35.31365(W) AD(       ) 2
 MB2352  NGVD 29 (07/19/86)  331.4    (m)         1087.     (f) VERT ANG       
 MB2352
 MB2352.Superseded values are not recommended for survey control.
 MB2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2352.See file dsdata.txt to determine how the superseded data were derived.
 MB2352
 MB2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9221064832(NAD 83)
 MB2352_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2352+STABILITY: SURFACE MOTION
 MB2352
 MB2352  HISTORY     - Date     Condition        Report By
 MB2352  HISTORY     - 1977     MONUMENTED       OH-133
 MB2352
 MB2352                          STATION DESCRIPTION
 MB2352
 MB2352'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2352'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF GARRETTSVILLE, 2-3/4
 MB2352'MILES EAST OF FREEDOM, 2-1/2 MILES WEST OF WINDHAM, AND ON THE
 MB2352'RIGHT-OF-WAY OF STATE ROUTE 303.
 MB2352'
 MB2352'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2352'AND 88 IN DRAKESBURG, GO EAST ON STATE ROUTE 303 FOR 1.35 MILES
 MB2352'TO AZIMUTH MARK 74 016 1 P CO ON THE RIGHT.  CONTINUE EAST ON
 MB2352'STATE ROUTE 303 FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 MB2352'CONTINUE
 MB2352'0.35 MILE EAST ON STATE ROUTE 303 TO AZIMUTH MARK 64 042 1 P CO
 MB2352'ON THE RIGHT.
 MB2352'
 MB2352'STATION MARKS, STAMPED---64-041-1 1977---, ARE PORTAGE COUNTY
 MB2352'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2352'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2352'SURFACE.  IT IS 104.5 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 MB2352'CORNER OF A HOUSE, ADDRESS NUMBER 8263, 63.4 FEET SOUTHEAST OF
 MB2352'TELEPHONE AND POWER POLE NUMBER 52AK/20, 55.2 FEET EAST OF
 MB2352'POWER POLE NUMBER 52AK/12, AND 23.7 FEET SOUTH OF THE
 MB2352'CENTERLINE OF STATE ROUTE 303.  THE UNDERGROUND DISK IS SET IN
 MB2352'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2352'GROUND SURFACE.
 MB2352'
 MB2352'AZIMUTH MARK 74 016 1 P CO, STAMPED---74-016-1 1977---, IS A
 MB2352'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2352'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2352'SURFACE.  IT IS 101.0 FEET SOUTHWEST OF A 24-INCH MAPLE TREE,
 MB2352'68.8 FEET NORTH OF UTILITY POLE NUMBER 52AL/46 IN THE
 MB2352'FRONT YARD OF A MOBILE HOME, ADDRESS NUMBER 7914, 26.4 FEET
 MB2352'SOUTH OF THE CENTERLINE OF STATE ROUTE 303, AND 11.5 FEET
 MB2352'EAST OF POWER POLE NUMBER 52AL/13.
 MB2352'
 MB2352'AZIMUTH MARK 64 042 1 P CO, STAMPED---64-042-1 1977---, IS A
 MB2352'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2352'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2352'SURFACE.  IT IS 89.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MB2352'A HOUSE, ADDRESS NUMBER 8439, 54.0 FEET EAST OF A 6-INCH TWIN
 MB2352'TRUNKED WILD CHERRY TREE, 48.6 FEET EAST OF POWER POLE
 MB2352'NUMBER 52AK/7, 12.5 FEET SOUTH OF THE CENTERLINE OF STATE
 MB2352'ROUTE 303, AND 2.0 FEET SOUTH OF THE EDGE OF THE PAVEMENT.
 MB2352'
 MB2352'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2352'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2352'
 MB2352'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2339 ***********************************************************************
 MB2339  DESIGNATION -  64 042 1 P CO
 MB2339  PID         -  MB2339
 MB2339  STATE/COUNTY-  OH/PORTAGE
 MB2339  USGS QUAD   -  WINDHAM (1994)
 MB2339
 MB2339                         *CURRENT SURVEY CONTROL
 MB2339  ___________________________________________________________________
 MB2339* NAD 83(1995)-  41 14 05.67264(N)    081 05 13.36377(W)     ADJUSTED  
 MB2339* NAVD 88     -       337.     (meters)    1106.     (feet)  VERTCON   
 MB2339  ___________________________________________________________________
 MB2339  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 MB2339  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2339
 MB2339  HORZ ORDER  -  SECOND
 MB2339
 MB2339.The horizontal coordinates were established by classical geodetic methods
 MB2339.and adjusted by the National Geodetic Survey in April 1998..
 MB2339
 MB2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2339
 MB2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2339
 MB2339.The geoid height was determined by GEOID03.
 MB2339
 MB2339;                    North         East     Units Scale Factor Converg.
 MB2339;SPC OH N     -   175,107.102   718,444.231   MT  0.99994339   +0 55 41.7
 MB2339;UTM  17      - 4,564,838.382   492,705.393   MT  0.99960065   -0 03 26.6
 MB2339
 MB2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2339!SPC OH N     -   0.99995245  x   0.99994339  =   0.99989585
 MB2339!UTM  17      -   0.99995245  x   0.99960065  =   0.99955312
 MB2339
 MB2339                          SUPERSEDED SURVEY CONTROL
 MB2339
 MB2339  NAD 83(1986)-  41 14 05.67947(N)    081 05 13.36338(W) AD(       ) 2
 MB2339  NAD 27      -  41 14 05.47766(N)    081 05 14.01570(W) AD(       ) 2
 MB2339  NGVD 29 (07/19/86)  337.     (m)         1106.     (f) VERT ANG       
 MB2339
 MB2339.Superseded values are not recommended for survey control.
 MB2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2339.See file dsdata.txt to determine how the superseded data were derived.
 MB2339
 MB2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9270564838(NAD 83)
 MB2339_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2339+STABILITY: SURFACE MOTION
 MB2339
 MB2339  HISTORY     - Date     Condition        Report By
 MB2339  HISTORY     - 1977     MONUMENTED       OH-133
 MB2339
 MB2339                          STATION DESCRIPTION
 MB2339
 MB2339'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2339'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF GARRETTSVILLE, 2-3/4
 MB2339'MILES EAST OF FREEDOM, 2-1/2 MILES WEST OF WINDHAM, AND ON THE
 MB2339'RIGHT-OF-WAY OF STATE ROUTE 303.
 MB2339'
 MB2339'TO REACH THE STATION FROM DRAKESBURG AT THE INTERSECTION OF STATE
 MB2339'ROUTES 303 AND 88, GO EAST ON STATE ROUTE 303 FOR 2.45 MILES TO
 MB2339'THE STATION ON THE RIGHT.
 MB2339'
 MB2339'STATION MARK, STAMPED---64-042-1 1977---, IS A PORTAGE COUNTY
 MB2339'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2339'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 89.5 FEET
 MB2339'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, ADDRESS NUMBER
 MB2339'8439, 54.0 FEET EAST OF A 6-INCH TWIN TRUNKED WILD CHERRY TREE,
 MB2339'48.6 FEET EAST OF POWER POLE NUMBER 52AK/7, 12.5 FEET
 MB2339'SOUTH OF THE CENTERLINE OF STATE ROUTE 303, AND 2.0 FEET SOUTH
 MB2339'OF THE EDGE OF THE PAVEMENT.
 MB2339'
 MB2339'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2339'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2339'STATION 64 041 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2339'
 MB2339'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2320 ***********************************************************************
 MB2320  DESIGNATION -  64 058 1 P CO
 MB2320  PID         -  MB2320
 MB2320  STATE/COUNTY-  OH/PORTAGE
 MB2320  USGS QUAD   -  WINDHAM (1994)
 MB2320
 MB2320                         *CURRENT SURVEY CONTROL
 MB2320  ___________________________________________________________________
 MB2320* NAD 83(1995)-  41 14 28.25392(N)    081 01 48.07799(W)     ADJUSTED  
 MB2320* NAVD 88     -       295.     (meters)     968.     (feet)  VERTCON   
 MB2320  ___________________________________________________________________
 MB2320  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 MB2320  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2320
 MB2320  HORZ ORDER  -  SECOND
 MB2320
 MB2320.The horizontal coordinates were established by classical geodetic methods
 MB2320.and adjusted by the National Geodetic Survey in April 1998..
 MB2320
 MB2320.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2320
 MB2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2320
 MB2320.The geoid height was determined by GEOID03.
 MB2320
 MB2320;                    North         East     Units Scale Factor Converg.
 MB2320;SPC OH N     -   175,882.592   723,212.203   MT  0.99994371   +0 57 56.5
 MB2320;UTM  17      - 4,565,531.509   497,484.358   MT  0.99960008   -0 01 11.2
 MB2320
 MB2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2320!SPC OH N     -   0.99995905  x   0.99994371  =   0.99990276
 MB2320!UTM  17      -   0.99995905  x   0.99960008  =   0.99955914
 MB2320
 MB2320                          SUPERSEDED SURVEY CONTROL
 MB2320
 MB2320  NAD 83(1986)-  41 14 28.26034(N)    081 01 48.07639(W) AD(       ) 2
 MB2320  NAD 27      -  41 14 28.05877(N)    081 01 48.74006(W) AD(       ) 2
 MB2320  NGVD 29 (07/19/86)  295.     (m)          968.     (f) VERT ANG       
 MB2320
 MB2320.Superseded values are not recommended for survey control.
 MB2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2320.See file dsdata.txt to determine how the superseded data were derived.
 MB2320
 MB2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9748465532(NAD 83)
 MB2320_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2320+STABILITY: SURFACE MOTION
 MB2320
 MB2320  HISTORY     - Date     Condition        Report By
 MB2320  HISTORY     - 1977     MONUMENTED       OH-133
 MB2320
 MB2320                          STATION DESCRIPTION
 MB2320
 MB2320'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2320'THE STATION IS ABOUT 6-1/2 MILES NORTH OF PARIS, 4-1/2 MILES
 MB2320'SOUTH OF NELSON, 1 MILE NORTHEAST OF WINDHAM, AND ON THE
 MB2320'RIGHT-OF-WAY OF HORN ROAD, TOWNSHIP HIGHWAY 239.
 MB2320'
 MB2320'TO REACH THE STATION FROM WINDHAM AT THE INTERSECTION OF STATE
 MB2320'ROUTE 303 AND PARKMAN ROAD, COUNTY HIGHWAY 299, GO EAST ON
 MB2320'STATE ROUTE 303 FOR 1.0 MILE TO
 MB2320'THE INTERSECTION OF HORN ROAD.  TURN LEFT AND GO NORTH ON
 MB2320'HORN ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT, JUST SOUTH
 MB2320'OF THE OHIO TURNPIKE OVERPASS.
 MB2320'
 MB2320'STATION MARK, STAMPED---64-058-1 1977---, IS A PORTAGE COUNTY
 MB2320'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2320'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 77.7 FEET
 MB2320'SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE, ADDRESS NUMBER
 MB2320'9151, 73.0 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE SAME
 MB2320'HOUSE, 61.0 FEET SOUTHWEST OF THE EAST CONCRETE BRIDGE
 MB2320'GUARDRAIL POST OF THE OHIO TURNPIKE OVERPASS,
 MB2320'56.2 FEET SOUTH-SOUTHWEST OF THE WEST CONCRETE BRIDGE
 MB2320'GUARDRAIL OF THE OVERPASS, 23.8 FEET EAST OF A FIRE
 MB2320'HYDRANT, AND 11.1 FEET WEST OF THE CENTERLINE OF HORN ROAD.
 MB2320'
 MB2320'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2320'LIGHT SHOWN ABOVE THE STATION WAS 1.6 METERS.
 MB2320'STATION 64 079 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2320'
 MB2320'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2214 ***********************************************************************
 MB2214  DESIGNATION -  64 061 1 P CO
 MB2214  PID         -  MB2214
 MB2214  STATE/COUNTY-  OH/PORTAGE
 MB2214  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2214
 MB2214                         *CURRENT SURVEY CONTROL
 MB2214  ___________________________________________________________________
 MB2214* NAD 83(1995)-  41 15 01.30060(N)    081 05 47.13731(W)     ADJUSTED  
 MB2214* NAVD 88     -       322.     (meters)    1056.     (feet)  VERTCON   
 MB2214  ___________________________________________________________________
 MB2214  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 MB2214  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2214
 MB2214  HORZ ORDER  -  SECOND
 MB2214
 MB2214.The horizontal coordinates were established by classical geodetic methods
 MB2214.and adjusted by the National Geodetic Survey in April 1998..
 MB2214
 MB2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2214
 MB2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2214
 MB2214.The geoid height was determined by GEOID03.
 MB2214
 MB2214;                    North         East     Units Scale Factor Converg.
 MB2214;SPC OH N     -   176,810.186   717,630.255   MT  0.99994421   +0 55 19.5
 MB2214;UTM  17      - 4,566,554.627   491,921.103   MT  0.99960080   -0 03 48.9
 MB2214
 MB2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2214!SPC OH N     -   0.99995481  x   0.99994421  =   0.99989902
 MB2214!UTM  17      -   0.99995481  x   0.99960080  =   0.99955562
 MB2214
 MB2214                          SUPERSEDED SURVEY CONTROL
 MB2214
 MB2214  NAD 83(1986)-  41 15 01.30766(N)    081 05 47.13580(W) AD(       ) 2
 MB2214  NAD 27      -  41 15 01.10626(N)    081 05 47.78949(W) AD(       ) 2
 MB2214  NGVD 29 (07/19/86)  322.     (m)         1056.     (f) VERT ANG       
 MB2214
 MB2214.Superseded values are not recommended for survey control.
 MB2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2214.See file dsdata.txt to determine how the superseded data were derived.
 MB2214
 MB2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9192166555(NAD 83)
 MB2214_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2214+STABILITY: SURFACE MOTION
 MB2214
 MB2214  HISTORY     - Date     Condition        Report By
 MB2214  HISTORY     - 1977     MONUMENTED       OH-133
 MB2214
 MB2214                          STATION DESCRIPTION
 MB2214
 MB2214'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2214'THE STATION IS ABOUT 4-3/4 MILES SOUTHWEST OF NELSON, 3-1/4
 MB2214'MILES NORTHEAST OF FREEDOM, 2-1/2 MILES NORTHWEST OF WINDHAM,
 MB2214'AND ON THE RIGHT-OF-WAY OF GOTHAM ROAD, TOWNSHIP
 MB2214'HIGHWAY 232.
 MB2214'
 MB2214'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2214'AND 88 IN DRAKESBURG, GO EAST ON STATE ROUTE 303 FOR 2.6
 MB2214'MILES TO THE INTERSECTION OF STANLEY ROAD, COUNTY HIGHWAY 235.
 MB2214'TURN LEFT AND GO NORTH ON STANLEY ROAD FOR 1.0 MILE TO THE
 MB2214'INTERSECTION OF GOTHAM ROAD.  TURN LEFT AND GO WEST ON GOTHAM
 MB2214'ROAD FOR 0.85 MILE TO THE STATION ON THE LEFT.
 MB2214'
 MB2214'STATION MARK, STAMPED---64-061-1 1977---, IS A PORTAGE COUNTY
 MB2214'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2214'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 66.2 FEET
 MB2214'NORTHEAST OF A 6-INCH APPLE TREE IN THE CORNER OF AN ORCHARD,
 MB2214'49.1 FEET
 MB2214'SOUTHWEST OF A 10-INCH MAPLE TREE, 40.8 FEET SOUTHWEST OF THE
 MB2214'NORTHERN CORNER BRIDGE POST, 36.6 FEET SOUTHWEST OF THE
 MB2214'SOUTHERN CORNER BRIDGE POST, 27.0 FEET NORTHEAST OF POWER POLE
 MB2214'NUMBER 51 AK/3, AND 9.9 FEET SOUTH OF THE CENTERLINE OF
 MB2214'GOTHAM ROAD.
 MB2214'
 MB2214'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2214'LIGHT ABOVE STATION MARK WAS 1.3 METERS.
 MB2214'STATION 64 072 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2214'
 MB2214'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2326 ***********************************************************************
 MB2326  DESIGNATION -  64 066 1 P CO
 MB2326  PID         -  MB2326
 MB2326  STATE/COUNTY-  OH/PORTAGE
 MB2326  USGS QUAD   -  WINDHAM (1994)
 MB2326
 MB2326                         *CURRENT SURVEY CONTROL
 MB2326  ___________________________________________________________________
 MB2326* NAD 83(1995)-  41 14 39.72775(N)    081 02 56.15370(W)     ADJUSTED  
 MB2326* NAVD 88     -       297.     (meters)     974.     (feet)  VERTCON   
 MB2326  ___________________________________________________________________
 MB2326  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 MB2326  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2326
 MB2326  HORZ ORDER  -  SECOND
 MB2326
 MB2326.The horizontal coordinates were established by classical geodetic methods
 MB2326.and adjusted by the National Geodetic Survey in April 1998..
 MB2326
 MB2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2326
 MB2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2326
 MB2326.The geoid height was determined by GEOID03.
 MB2326
 MB2326;                    North         East     Units Scale Factor Converg.
 MB2326;SPC OH N     -   176,209.944   721,621.450   MT  0.99994388   +0 57 11.8
 MB2326;UTM  17      - 4,565,886.050   495,900.015   MT  0.99960021   -0 01 56.1
 MB2326
 MB2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2326!SPC OH N     -   0.99995873  x   0.99994388  =   0.99990261
 MB2326!UTM  17      -   0.99995873  x   0.99960021  =   0.99955896
 MB2326
 MB2326                          SUPERSEDED SURVEY CONTROL
 MB2326
 MB2326  NAD 83(1986)-  41 14 39.73434(N)    081 02 56.15210(W) AD(       ) 2
 MB2326  NAD 27      -  41 14 39.53281(N)    081 02 56.81298(W) AD(       ) 2
 MB2326  NGVD 29 (07/19/86)  297.     (m)          974.     (f) VERT ANG       
 MB2326
 MB2326.Superseded values are not recommended for survey control.
 MB2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2326.See file dsdata.txt to determine how the superseded data were derived.
 MB2326
 MB2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9590065886(NAD 83)
 MB2326_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2326+STABILITY: SURFACE MOTION
 MB2326
 MB2326  HISTORY     - Date     Condition        Report By
 MB2326  HISTORY     - 1977     MONUMENTED       OH-133
 MB2326
 MB2326                          STATION DESCRIPTION
 MB2326
 MB2326'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2326'THE STATION IS ABOUT 5-1/2 MILES EAST OF FREEDOM, 4-1/2 MILES
 MB2326'SOUTH OF NELSON, 1/2 MILE NORTH OF WINDHAM, AND
 MB2326'ON THE RIGHT-OF-WAY OF PARKMAN ROAD, COUNTY HIGHWAY 299.
 MB2326'
 MB2326'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2326'AND 303 IN DRAKESBURG, GO EAST ON STATE ROUTE 303 FOR 4.5
 MB2326'MILES TO WINDHAM AND THE INTERSECTION OF
 MB2326'PARKMAN ROAD.  TURN LEFT ON PARKMAN ROAD AND GO
 MB2326'NORTH FOR 0.65 MILE TO THE STATION ON THE LEFT.
 MB2326'
 MB2326'STATION MARK, STAMPED---64-066-1 1977---, IS A PORTAGE COUNTY
 MB2326'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2326'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 73.0 FEET
 MB2326'SOUTHEAST OF THE NORTHEAST CORNER OF A SPLIT LEVEL HOUSE, 63.0
 MB2326'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE SAME HOUSE, 18.4
 MB2326'FEET WEST OF THE CENTERLINE OF PARKMAN ROAD, AND 16.6 FEET
 MB2326'NORTHEAST OF TELEPHONE AND POWER POLE NUMBER 52AH1B/22.
 MB2326'
 MB2326'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2326'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2326'STATION 64 077 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2326'
 MB2326'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2315 ***********************************************************************
 MB2315  DESIGNATION -  64 070 1 P CO
 MB2315  PID         -  MB2315
 MB2315  STATE/COUNTY-  OH/PORTAGE
 MB2315  USGS QUAD   -  WINDHAM (1994)
 MB2315
 MB2315                         *CURRENT SURVEY CONTROL
 MB2315  ___________________________________________________________________
 MB2315* NAD 83(1995)-  41 14 53.36781(N)    081 00 12.34082(W)     ADJUSTED  
 MB2315* NAVD 88     -       286.     (meters)     938.     (feet)  VERTCON   
 MB2315  ___________________________________________________________________
 MB2315  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 MB2315  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB2315
 MB2315  HORZ ORDER  -  SECOND
 MB2315
 MB2315.The horizontal coordinates were established by classical geodetic methods
 MB2315.and adjusted by the National Geodetic Survey in April 1998..
 MB2315
 MB2315.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2315
 MB2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2315
 MB2315.The geoid height was determined by GEOID03.
 MB2315
 MB2315;                    North         East     Units Scale Factor Converg.
 MB2315;SPC OH N     -   176,695.099   725,427.749   MT  0.99994409   +0 58 59.4
 MB2315;UTM  17      - 4,566,305.524   499,712.784   MT  0.99960000   -0 00 08.1
 MB2315
 MB2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2315!SPC OH N     -   0.99996046  x   0.99994409  =   0.99990455
 MB2315!UTM  17      -   0.99996046  x   0.99960000  =   0.99956048
 MB2315
 MB2315                          SUPERSEDED SURVEY CONTROL
 MB2315
 MB2315  NAD 83(1986)-  41 14 53.37417(N)    081 00 12.33908(W) AD(       ) 2
 MB2315  NAD 27      -  41 14 53.17255(N)    081 00 13.00611(W) AD(       ) 2
 MB2315  NGVD 29 (07/19/86)  286.     (m)          938.     (f) VERT ANG       
 MB2315
 MB2315.Superseded values are not recommended for survey control.
 MB2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2315.See file dsdata.txt to determine how the superseded data were derived.
 MB2315
 MB2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9971366306(NAD 83)
 MB2315_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2315+STABILITY: SURFACE MOTION
 MB2315
 MB2315  HISTORY     - Date     Condition        Report By
 MB2315  HISTORY     - 1977     MONUMENTED       OH-133
 MB2315
 MB2315                          STATION DESCRIPTION
 MB2315
 MB2315'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2315'THE STATION IS ABOUT 5-3/4 MILES SOUTHEAST OF GARRETTSVILLE,
 MB2315'5 MILES SOUTHEAST OF NELSON, 2-1/2 MILES
 MB2315'NORTHEAST OF WINDHAM,
 MB2315'AND ON THE RIGHT-OF-WAY OF STATE
 MB2315'ROUTE 82.
 MB2315'
 MB2315'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2315'AND 88 IN GARRETTSVILLE, GO SOUTHEAST ON STATE ROUTE 82 FOR
 MB2315'5.75 MILES TO THE STATION ON THE LEFT.
 MB2315'
 MB2315'STATION MARK, STAMPED---64-070-1 1977---, IS A PORTAGE COUNTY
 MB2315'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2315'POST THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2315'154.8 FEET SOUTHEAST OF A 24-INCH MAPLE TREE, 79.8 FEET NORTHEAST
 MB2315'OF THE NORTHEAST CORNER OF A 1-1/2 STORY HOUSE, 79.6 FEET
 MB2315'WEST OF A 24-INCH MAPLE TREE, 75.5 FEET NORTH OF A 30-INCH
 MB2315'MAPLE TREE, 50.9 FEET NORTH-NORTHWEST OF POWER POLE NUMBER 51
 MB2315'AF4/7, AND 19.5 FEET NORTH OF THE CENTERLINE OF STATE ROUTE
 MB2315'82.
 MB2315'
 MB2315'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2315'LIGHT ABOVE STATION MARK WAS 2.0 METERS.
 MB2315'STATION 54 010 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2315'
 MB2315'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2211 ***********************************************************************
 MB2211  DESIGNATION -  64 072 1 P CO
 MB2211  PID         -  MB2211
 MB2211  STATE/COUNTY-  OH/PORTAGE
 MB2211  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2211
 MB2211                         *CURRENT SURVEY CONTROL
 MB2211  ___________________________________________________________________
 MB2211* NAD 83(1995)-  41 15 01.56308(N)    081 05 29.86764(W)     ADJUSTED  
 MB2211* NAVD 88     -       332.3    (meters)    1090.     (feet)  VERTCON   
 MB2211  ___________________________________________________________________
 MB2211  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 MB2211  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2211
 MB2211  HORZ ORDER  -  SECOND
 MB2211
 MB2211.The horizontal coordinates were established by classical geodetic methods
 MB2211.and adjusted by the National Geodetic Survey in April 1998..
 MB2211
 MB2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2211
 MB2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2211
 MB2211.The geoid height was determined by GEOID03.
 MB2211
 MB2211;                    North         East     Units Scale Factor Converg.
 MB2211;SPC OH N     -   176,824.763   718,032.125   MT  0.99994421   +0 55 30.8
 MB2211;UTM  17      - 4,566,562.286   492,323.027   MT  0.99960073   -0 03 37.5
 MB2211
 MB2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2211!SPC OH N     -   0.99995316  x   0.99994421  =   0.99989737
 MB2211!UTM  17      -   0.99995316  x   0.99960073  =   0.99955391
 MB2211
 MB2211:                Primary Azimuth Mark                     Grid Az
 MB2211:SPC OH N     -  64 073 1 P CO                            089 39 46.0
 MB2211:UTM  17      -  64 073 1 P CO                            090 38 54.3
 MB2211
 MB2211|---------------------------------------------------------------------|
 MB2211| PID    Reference Object                     Distance      Geod. Az  |
 MB2211|                                                           dddmmss.s |
 MB2211| MB2205 64 073 1 P CO                       APPROX. 0.6 KM 0903516.8 |
 MB2211| MB2214 64 061 1 P CO                       402.158 METERS 2685052.3 |
 MB2211|---------------------------------------------------------------------|
 MB2211
 MB2211                          SUPERSEDED SURVEY CONTROL
 MB2211
 MB2211  NAD 83(1986)-  41 15 01.57009(N)    081 05 29.86614(W) AD(       ) 2
 MB2211  NAD 27      -  41 15 01.36868(N)    081 05 30.52040(W) AD(       ) 2
 MB2211  NGVD 29 (07/19/86)  332.5    (m)         1091.     (f) VERT ANG       
 MB2211
 MB2211.Superseded values are not recommended for survey control.
 MB2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2211.See file dsdata.txt to determine how the superseded data were derived.
 MB2211
 MB2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9232366562(NAD 83)
 MB2211_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2211+STABILITY: SURFACE MOTION
 MB2211
 MB2211  HISTORY     - Date     Condition        Report By
 MB2211  HISTORY     - 1977     MONUMENTED       OH-133
 MB2211
 MB2211                          STATION DESCRIPTION
 MB2211
 MB2211'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2211'THE STATION IS ABOUT 4-3/4 MILES SOUTHWEST OF NELSON, 3-1/4
 MB2211'MILES NORTHEAST OF FREEDOM, 2-1/2 MILES NORTHWEST OF WINDHAM,
 MB2211'AND ON THE RIGHT-OF-WAY OF GOTHAM ROAD, TOWNSHIP
 MB2211'HIGHWAY 232.
 MB2211'
 MB2211'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2211'AND 88 IN DRAKESBURG, GO EAST ON STATE ROUTE 303 FOR 2.6
 MB2211'MILES TO THE INTERSECTION OF STANLEY ROAD, COUNTY HIGHWAY 235.
 MB2211'TURN LEFT AND GO NORTH ON STANLEY ROAD FOR 1.0 MILE TO THE
 MB2211'INTERSECTION OF GOTHAM ROAD AND AZIMUTH MARK 64 073 1 P CO ON
 MB2211'THE NORTHEAST CORNER OF THE INTERSECTION.  TURN LEFT AND GO
 MB2211'WEST ON GOTHAM ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 MB2211'CONTINUE WEST ON GOTHAM ROAD FOR 0.25 MILE TO AZIMUTH MARK
 MB2211'64 061 1 P CO ON THE LEFT.
 MB2211'
 MB2211'STATION MARKS, STAMPED---64-072-1 1977---, ARE PORTAGE COUNTY
 MB2211'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2211'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2211'SURFACE.  IT IS 124.0 FEET NORTHWEST OF A 16-INCH WILD CHERRY
 MB2211'TREE, 94.5 FEET EAST OF TELEPHONE POLE NUMBER M-47, 70.4
 MB2211'FEET NORTHWEST OF POWER POLE NUMBER 51AK/7, 67.4 FEET
 MB2211'NORTHEAST OF A 14-INCH WILD CHERRY TREE, AND 19.4 FEET NORTH OF
 MB2211'THE CENTERLINE OF GOTHAM ROAD.  THE UNDERGROUND DISK IS SET IN
 MB2211'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2211'GROUND SURFACE.
 MB2211'
 MB2211'AZIMUTH MARK 64 073 1 P CO, STAMPED---64-073-1 1977---, IS A
 MB2211'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2211'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2211'SURFACE.  IT IS 54.5 FEET NORTH OF TELEPHONE POLE NUMBER 7-25,
 MB2211'46.4 FEET WEST OF POWER POLE NUMBER 51AK/18, 25.7 FEET NORTH
 MB2211'OF THE CENTERLINE OF GOTHAM ROAD, AND 23.1 FEET EAST OF THE
 MB2211'CENTERLINE OF STANLEY ROAD.
 MB2211'
 MB2211'AZIMUTH MARK 64 061 1 P CO, STAMPED---64-061-1 1977---, IS A
 MB2211'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2211'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2211'SURFACE.  IT IS 66.2 FEET NORTHEAST OF A 6-INCH CORNER APPLE
 MB2211'TREE, 49.1 FEET SOUTHWEST OF A 10-INCH MAPLE TREE, 40.8 FEET
 MB2211'SOUTHWEST OF THE NORTHERN CORNER BRIDGE POST, 36.6 FEET
 MB2211'SOUTHWEST OF THE SOUTHERN CORNER BRIDGE POST, 27.0 FEET
 MB2211'NORTHEAST OF POWER POLE NUMBER 51AK/3, AND 9.9 FEET SOUTH OF
 MB2211'THE CENTERLINE OF GOTHAM ROAD.
 MB2211'
 MB2211'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2211'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2211'
 MB2211'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2205 ***********************************************************************
 MB2205  DESIGNATION -  64 073 1 P CO
 MB2205  PID         -  MB2205
 MB2205  STATE/COUNTY-  OH/PORTAGE
 MB2205  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2205
 MB2205                         *CURRENT SURVEY CONTROL
 MB2205  ___________________________________________________________________
 MB2205* NAD 83(1995)-  41 15 01.37751(N)    081 05 05.99741(W)     ADJUSTED  
 MB2205* NAVD 88     -       336.     (meters)    1102.     (feet)  VERTCON   
 MB2205  ___________________________________________________________________
 MB2205  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 MB2205  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2205
 MB2205  HORZ ORDER  -  SECOND
 MB2205
 MB2205.The horizontal coordinates were established by classical geodetic methods
 MB2205.and adjusted by the National Geodetic Survey in April 1998..
 MB2205
 MB2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2205
 MB2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2205
 MB2205.The geoid height was determined by GEOID03.
 MB2205
 MB2205;                    North         East     Units Scale Factor Converg.
 MB2205;SPC OH N     -   176,828.034   718,587.866   MT  0.99994421   +0 55 46.5
 MB2205;UTM  17      - 4,566,555.999   492,878.551   MT  0.99960062   -0 03 21.8
 MB2205
 MB2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2205!SPC OH N     -   0.99995261  x   0.99994421  =   0.99989682
 MB2205!UTM  17      -   0.99995261  x   0.99960062  =   0.99955325
 MB2205
 MB2205                          SUPERSEDED SURVEY CONTROL
 MB2205
 MB2205  NAD 83(1986)-  41 15 01.38446(N)    081 05 05.99591(W) AD(       ) 2
 MB2205  NAD 27      -  41 15 01.18304(N)    081 05 06.65094(W) AD(       ) 2
 MB2205  NGVD 29 (07/19/86)  336.     (m)         1102.     (f) VERT ANG       
 MB2205
 MB2205.Superseded values are not recommended for survey control.
 MB2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2205.See file dsdata.txt to determine how the superseded data were derived.
 MB2205
 MB2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9287966556(NAD 83)
 MB2205_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2205+STABILITY: SURFACE MOTION
 MB2205
 MB2205  HISTORY     - Date     Condition        Report By
 MB2205  HISTORY     - 1977     MONUMENTED       OH-133
 MB2205
 MB2205                          STATION DESCRIPTION
 MB2205
 MB2205'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2205'THE STATION IS ABOUT 4-3/4 MILES SOUTHWEST OF NELSON, 3-1/4
 MB2205'MILES NORTHEAST OF FREEDOM, 2-1/2 MILES NORTHWEST OF WINDHAM,
 MB2205'AND ON THE RIGHT-OF-WAY OF GOTHAM ROAD, TOWNSHIP
 MB2205'HIGHWAY 232.
 MB2205'
 MB2205'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2205'AND 88 IN DRAKESBURG, GO EAST ON STATE ROUTE 303 FOR 2.6
 MB2205'MILES TO THE INTERSECTION OF STANLEY ROAD, COUNTY HIGHWAY 235.
 MB2205'TURN LEFT AND GO NORTH ON STANLEY ROAD FOR 1.0 MILE TO THE
 MB2205'INTERSECTION OF GOTHAM ROAD AND THE STATION ON THE NORTHEAST
 MB2205'CORNER OF THE INTERSECTION.
 MB2205'
 MB2205'STATION MARK, STAMPED---64-073-1 1977---, IS A PORTAGE COUNTY
 MB2205'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2205'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 54.5 FEET
 MB2205'NORTH OF TELEPHONE POLE NUMBER 7-25, 46.4 FEET WEST OF POWER
 MB2205'POLE NUMBER 51AK/18, 25.7 FEET NORTH OF THE CENTERLINE OF
 MB2205'GOTHAM ROAD, AND 23.1 FEET EAST OF THE CENTERLINE OF STANLEY
 MB2205'ROAD.
 MB2205'
 MB2205'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2205'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2205'STATION 64 072 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2205'
 MB2205'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2187 ***********************************************************************
 MB2187  DESIGNATION -  64 077 1 P CO
 MB2187  PID         -  MB2187
 MB2187  STATE/COUNTY-  OH/PORTAGE
 MB2187  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2187
 MB2187                         *CURRENT SURVEY CONTROL
 MB2187  ___________________________________________________________________
 MB2187* NAD 83(1995)-  41 15 05.94716(N)    081 02 55.47440(W)     ADJUSTED  
 MB2187* NAVD 88     -       290.4    (meters)     953.     (feet)  VERTCON   
 MB2187  ___________________________________________________________________
 MB2187  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 MB2187  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2187
 MB2187  HORZ ORDER  -  SECOND
 MB2187
 MB2187.The horizontal coordinates were established by classical geodetic methods
 MB2187.and adjusted by the National Geodetic Survey in April 1998..
 MB2187
 MB2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2187
 MB2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2187
 MB2187.The geoid height was determined by GEOID03.
 MB2187
 MB2187;                    North         East     Units Scale Factor Converg.
 MB2187;SPC OH N     -   177,018.909   721,623.806   MT  0.99994428   +0 57 12.3
 MB2187;UTM  17      - 4,566,694.577   495,916.280   MT  0.99960021   -0 01 55.7
 MB2187
 MB2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2187!SPC OH N     -   0.99995974  x   0.99994428  =   0.99990402
 MB2187!UTM  17      -   0.99995974  x   0.99960021  =   0.99955996
 MB2187
 MB2187:                Primary Azimuth Mark                     Grid Az
 MB2187:SPC OH N     -  64 066 1 P CO                            180 10 00.6
 MB2187:UTM  17      -  64 066 1 P CO                            181 09 08.6
 MB2187
 MB2187|---------------------------------------------------------------------|
 MB2187| PID    Reference Object                     Distance      Geod. Az  |
 MB2187|                                                           dddmmss.s |
 MB2187| MB2326 64 066 1 P CO                       APPROX. 0.8 KM 1810712.9 |
 MB2187|---------------------------------------------------------------------|
 MB2187
 MB2187                          SUPERSEDED SURVEY CONTROL
 MB2187
 MB2187  NAD 83(1986)-  41 15 05.95375(N)    081 02 55.47267(W) AD(       ) 2
 MB2187  NAD 27      -  41 15 05.75250(N)    081 02 56.13364(W) AD(       ) 2
 MB2187  NGVD 29 (07/19/86)  290.6    (m)          953.     (f) VERT ANG       
 MB2187
 MB2187.Superseded values are not recommended for survey control.
 MB2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2187.See file dsdata.txt to determine how the superseded data were derived.
 MB2187
 MB2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9591666695(NAD 83)
 MB2187_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2187+STABILITY: SURFACE MOTION
 MB2187
 MB2187  HISTORY     - Date     Condition        Report By
 MB2187  HISTORY     - 1977     MONUMENTED       OH-133
 MB2187
 MB2187                          STATION DESCRIPTION
 MB2187
 MB2187'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2187'THE STATION IS ABOUT 5-1/2 MILES EAST OF FREEDOM, 4 MILES SOUTH
 MB2187'OF NELSON, 1-1/2 MILES NORTH OF WINDHAM,
 MB2187'AND ON THE RIGHT-OF-WAY OF PARKMAN ROAD, COUNTY HIGHWAY 299.
 MB2187'
 MB2187'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2187'AND 303 IN DRAKESBURG, GO EAST ON STATE ROUTE 303 FOR 4.5
 MB2187'MILES TO WINDHAM AND THE INTERSECTION OF
 MB2187'PARKMAN ROAD.  TURN LEFT ON PARKMAN ROAD AND GO
 MB2187'NORTH FOR 0.65 MILE TO AZIMUTH MARK 64 066 1 P CO ON THE LEFT.
 MB2187'CONTINUE NORTH ON PARKMAN ROAD FOR 0.5 MILE TO THE STATION ON
 MB2187'THE RIGHT.
 MB2187'
 MB2187'STATION MARKS, STAMPED---64-077-1 1977---, ARE PORTAGE COUNTY
 MB2187'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2187'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2187'SURFACE.  IT IS 117.5 FEET NORTHWEST OF THE SOUTHWEST CORNER
 MB2187'OF A HOUSE, ADDRESS NUMBER 9544, 115.7 FEET SOUTHWEST OF THE
 MB2187'NORTHWEST CORNER OF THE SAME HOUSE, 102.2 FEET SOUTH OF A
 MB2187'42-INCH MAPLE TREE, 77.7 FEET NORTH OF A BRICK FENCE CORNER
 MB2187'OF A CEMETERY, 60.3 FEET NORTHEAST OF
 MB2187'POWER POLE NUMBER 51AH4, AND 21.0 FEET EAST OF THE
 MB2187'CENTERLINE OF PARKMAN ROAD.
 MB2187'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MB2187'OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2187'
 MB2187'AZIMUTH MARK 64 066 1 P CO, STAMPED---64-066-1 1977---, IS A
 MB2187'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2187'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2187'SURFACE.  IT IS 73.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 MB2187'A SPLIT LEVEL HOUSE, 63.0 FEET NORTHEAST OF THE SOUTHEAST
 MB2187'CORNER OF THE SAME HOUSE, 18.4 FEET WEST OF THE CENTERLINE OF
 MB2187'PARKMAN ROAD, AND 16.6 FEET NORTHEAST OF TELEPHONE AND POWER
 MB2187'POLE NUMBER 52AH1B/22.
 MB2187'
 MB2187'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2187'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2187'STATION 64 086 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2187'
 MB2187'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2178 ***********************************************************************
 MB2178  DESIGNATION -  64 078 1 P CO
 MB2178  PID         -  MB2178
 MB2178  STATE/COUNTY-  OH/PORTAGE
 MB2178  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2178
 MB2178                         *CURRENT SURVEY CONTROL
 MB2178  ___________________________________________________________________
 MB2178* NAD 83(1995)-  41 15 09.06405(N)    081 01 48.61144(W)     ADJUSTED  
 MB2178* NAVD 88     -       299.8    (meters)     984.     (feet)  VERTCON   
 MB2178  ___________________________________________________________________
 MB2178  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 MB2178  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2178
 MB2178  HORZ ORDER  -  SECOND
 MB2178
 MB2178.The horizontal coordinates were established by classical geodetic methods
 MB2178.and adjusted by the National Geodetic Survey in April 1998..
 MB2178
 MB2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2178
 MB2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2178
 MB2178.The geoid height was determined by GEOID03.
 MB2178
 MB2178;                    North         East     Units Scale Factor Converg.
 MB2178;SPC OH N     -   177,141.111   723,178.569   MT  0.99994433   +0 57 56.2
 MB2178;UTM  17      - 4,566,789.987   497,472.378   MT  0.99960008   -0 01 11.6
 MB2178
 MB2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2178!SPC OH N     -   0.99995826  x   0.99994433  =   0.99990260
 MB2178!UTM  17      -   0.99995826  x   0.99960008  =   0.99955836
 MB2178
 MB2178|---------------------------------------------------------------------|
 MB2178| PID    Reference Object                     Distance      Geod. Az  |
 MB2178|                                                           dddmmss.s |
 MB2178| MB2177 64 079 2 P CO                       362.079 METERS 00307     |
 MB2178| MB2321 64 079 1 P CO                       350.323 METERS 17808     |
 MB2178|---------------------------------------------------------------------|
 MB2178
 MB2178                          SUPERSEDED SURVEY CONTROL
 MB2178
 MB2178  NAD 83(1986)-  41 15 09.07050(N)    081 01 48.60969(W) AD(       ) 2
 MB2178  NAD 27      -  41 15 08.86934(N)    081 01 49.27322(W) AD(       ) 2
 MB2178  NGVD 29 (07/19/86)  300.0    (m)          984.     (f) VERT ANG       
 MB2178
 MB2178.Superseded values are not recommended for survey control.
 MB2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2178.See file dsdata.txt to determine how the superseded data were derived.
 MB2178
 MB2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9747266790(NAD 83)
 MB2178_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2178+STABILITY: SURFACE MOTION
 MB2178
 MB2178  HISTORY     - Date     Condition        Report By
 MB2178  HISTORY     - 1977     MONUMENTED       OH-133
 MB2178
 MB2178                          STATION DESCRIPTION
 MB2178
 MB2178'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2178'THE STATION IS ABOUT 6-1/2 MILES EAST OF FREEDOM, 6-1/4 MILES
 MB2178'NORTH OF PARIS, 4 MILES SOUTH OF NELSON, AND ON THE
 MB2178'RIGHT-OF-WAY OF HORN ROAD, TOWNSHIP HIGHWAY 239.
 MB2178'
 MB2178'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 700
 MB2178'AND 303 IN FREEDOM, GO EAST ON STATE ROUTE 303
 MB2178'FOR 6.4 MILES TO THE INTERSECTION OF HORN ROAD.
 MB2178'TURN LEFT AND GO NORTH FOR 1.3
 MB2178'MILES TO THE STATION ON THE LEFT.
 MB2178'
 MB2178'STATION MARK, STAMPED---64-078-1 1977---, IS A PORTAGE COUNTY
 MB2178'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2178'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 91.5 FEET
 MB2178'NORTHWEST OF A 12-INCH WILLOW TREE, 66.0 FEET WEST OF A TRIPLE
 MB2178'TRUNKED 12-INCH APPLE TREE, 61.3 FEET SOUTH OF A 36-INCH MAPLE
 MB2178'TREE, 16.4 FEET WEST OF THE CENTERLINE OF HORN ROAD, AND 7.8
 MB2178'FEET EAST OF A 30-INCH OAK TREE.
 MB2178'
 MB2178'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2178'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2178'STATIONS 64 079 1 P CO AND 64 079 2 P CO CAN BE USED AS
 MB2178'AZIMUTH MARKS.
 MB2178'
 MB2178'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2321 ***********************************************************************
 MB2321  DESIGNATION -  64 079 1 P CO
 MB2321  PID         -  MB2321
 MB2321  STATE/COUNTY-  OH/PORTAGE
 MB2321  USGS QUAD   -  WINDHAM (1994)
 MB2321
 MB2321                         *CURRENT SURVEY CONTROL
 MB2321  ___________________________________________________________________
 MB2321* NAD 83(1995)-  41 14 57.71423(N)    081 01 48.12272(W)     ADJUSTED  
 MB2321* NAVD 88     -       303.8    (meters)     997.     (feet)  VERTCON   
 MB2321  ___________________________________________________________________
 MB2321  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 MB2321  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2321
 MB2321  HORZ ORDER  -  SECOND
 MB2321
 MB2321.The horizontal coordinates were established by classical geodetic methods
 MB2321.and adjusted by the National Geodetic Survey in April 1998..
 MB2321
 MB2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2321
 MB2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2321
 MB2321.The geoid height was determined by GEOID03.
 MB2321
 MB2321;                    North         East     Units Scale Factor Converg.
 MB2321;SPC OH N     -   176,791.234   723,195.845   MT  0.99994415   +0 57 56.5
 MB2321;UTM  17      - 4,566,439.985   497,483.631   MT  0.99960008   -0 01 11.3
 MB2321
 MB2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2321!SPC OH N     -   0.99995764  x   0.99994415  =   0.99990179
 MB2321!UTM  17      -   0.99995764  x   0.99960008  =   0.99955773
 MB2321
 MB2321:                Primary Azimuth Mark                     Grid Az
 MB2321:SPC OH N     -  64 058 1 P CO                            178 58 07.1
 MB2321:UTM  17      -  64 058 1 P CO                            179 57 14.9
 MB2321
 MB2321|---------------------------------------------------------------------|
 MB2321| PID    Reference Object                     Distance      Geod. Az  |
 MB2321|                                                           dddmmss.s |
 MB2321| MB2320 64 058 1 P CO                       APPROX. 0.9 KM 1795603.6 |
 MB2321| MB2178 64 078 1 P CO                       350.323 METERS 35808     |
 MB2321|---------------------------------------------------------------------|
 MB2321
 MB2321                          SUPERSEDED SURVEY CONTROL
 MB2321
 MB2321  NAD 83(1986)-  41 14 57.72065(N)    081 01 48.12101(W) AD(       ) 2
 MB2321  NAD 27      -  41 14 57.51940(N)    081 01 48.78460(W) AD(       ) 2
 MB2321  NGVD 29 (07/19/86)  304.0    (m)          997.     (f) VERT ANG       
 MB2321
 MB2321.Superseded values are not recommended for survey control.
 MB2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2321.See file dsdata.txt to determine how the superseded data were derived.
 MB2321
 MB2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9748466440(NAD 83)
 MB2321_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2321+STABILITY: SURFACE MOTION
 MB2321
 MB2321  HISTORY     - Date     Condition        Report By
 MB2321  HISTORY     - 1977     MONUMENTED       OH-133
 MB2321
 MB2321                          STATION DESCRIPTION
 MB2321
 MB2321'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2321'THE STATION IS ABOUT 6-1/2 MILES NORTH OF PARIS, 4-1/2 SOUTH
 MB2321'OF NELSON, 1-1/2 MILES NORTHEAST OF WINDHAM,
 MB2321'AND ON RIGHT-OF-WAY OF HORN ROAD, TOWNSHIP
 MB2321'HIGHWAY 239.
 MB2321'
 MB2321'TO REACH THE STATION FROM WINDHAM AT THE
 MB2321'INTERSECTION OF STATE ROUTE 303 AND PARKMAN ROAD, GO EAST ON
 MB2321'STATE ROUTE 303 FOR 0.75 MILE TO WINDHAM EAST CORPORATION LINE
 MB2321'AND THE INTERSECTION OF HORN ROAD.  TURN LEFT ON HORN ROAD AND
 MB2321'GO NORTH FOR 0.5 MILE TO AZIMUTH MARK 64 058 1 P CO ON THE LEFT,
 MB2321'JUST BEFORE THE OHIO TURNPIKE OVERPASS.  CONTINUE
 MB2321'NORTH ON HORN ROAD FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 MB2321'
 MB2321'STATION MARKS, STAMPED---64-079-1 1977---, ARE PORTAGE COUNTY
 MB2321'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2321'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2321'SURFACE.  IT IS 145.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 MB2321'AN OLD TWO STORY FARM HOUSE, 80.1 FEET SOUTH-SOUTHEAST OF A
 MB2321'16-INCH MAPLE TREE, 55.7 FEET SOUTHEAST OF A 26-INCH MAPLE TREE,
 MB2321'42.6 FEET EAST OF A 24-INCH MAPLE TREE, AND 18.5 FEET EAST OF
 MB2321'THE CENTERLINE OF HORN ROAD.  THE UNDERGROUND DISK IS SET IN
 MB2321'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2321'SURFACE.
 MB2321'
 MB2321'AZIMUTH MARK 64 058 1 P CO, STAMPED---64-058-1 1977---, IS A
 MB2321'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2321'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2321'SURFACE.  IT IS 77.7 FEET SOUTHEAST OF THE NORTHEAST CORNER
 MB2321'OF A HOUSE, ADDRESS NUMBER 9151, 73.0 FEET NORTHEAST OF THE
 MB2321'SOUTHEAST CORNER OF THE SAME HOUSE, 61.0 FEET SOUTHWEST OF THE
 MB2321'EAST CONCRETE BRIDGE GUARDRAIL POST OF THE OHIO TURNPIKE
 MB2321'OVERPASS, 56.2 FEET SOUTH-SOUTHWEST OF THE WEST CONCRETE
 MB2321'BRIDGE GUARDRAIL OF THE OVERPASS, 23.8 FEET EAST OF A FIRE
 MB2321'HYDRANT, AND 11.1 FEET WEST OF THE CENTERLINE OF HORN ROAD.
 MB2321'
 MB2321'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2321'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2321'STATION 64 078 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2321'
 MB2321'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2177 ***********************************************************************
 MB2177  DESIGNATION -  64 079 2 P CO
 MB2177  PID         -  MB2177
 MB2177  STATE/COUNTY-  OH/PORTAGE
 MB2177  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2177
 MB2177                         *CURRENT SURVEY CONTROL
 MB2177  ___________________________________________________________________
 MB2177* NAD 83(1995)-  41 15 20.78351(N)    081 01 47.76442(W)     ADJUSTED  
 MB2177* NAVD 88     -       287.3    (meters)     943.     (feet)  VERTCON   
 MB2177  ___________________________________________________________________
 MB2177  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 MB2177  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2177
 MB2177  HORZ ORDER  -  SECOND
 MB2177
 MB2177.The horizontal coordinates were established by classical geodetic methods
 MB2177.and adjusted by the National Geodetic Survey in April 1998..
 MB2177
 MB2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2177
 MB2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2177
 MB2177.The geoid height was determined by GEOID03.
 MB2177
 MB2177;                    North         East     Units Scale Factor Converg.
 MB2177;SPC OH N     -   177,502.914   723,192.191   MT  0.99994451   +0 57 56.7
 MB2177;UTM  17      - 4,567,151.377   497,492.215   MT  0.99960008   -0 01 11.1
 MB2177
 MB2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2177!SPC OH N     -   0.99996022  x   0.99994451  =   0.99990474
 MB2177!UTM  17      -   0.99996022  x   0.99960008  =   0.99956032
 MB2177
 MB2177|---------------------------------------------------------------------|
 MB2177| PID    Reference Object                     Distance      Geod. Az  |
 MB2177|                                                           dddmmss.s |
 MB2177| MB2178 64 078 1 P CO                       362.079 METERS 18307     |
 MB2177|---------------------------------------------------------------------|
 MB2177
 MB2177                          SUPERSEDED SURVEY CONTROL
 MB2177
 MB2177  NAD 83(1986)-  41 15 20.79000(N)    081 01 47.76264(W) AD(       ) 2
 MB2177  NAD 27      -  41 15 20.58892(N)    081 01 48.42613(W) AD(       ) 2
 MB2177  NGVD 29 (07/19/86)  287.5    (m)          943.     (f) VERT ANG       
 MB2177
 MB2177.Superseded values are not recommended for survey control.
 MB2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2177.See file dsdata.txt to determine how the superseded data were derived.
 MB2177
 MB2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9749267151(NAD 83)
 MB2177_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2177+STABILITY: SURFACE MOTION
 MB2177
 MB2177  HISTORY     - Date     Condition        Report By
 MB2177  HISTORY     - 1977     MONUMENTED       OH-133
 MB2177
 MB2177                          STATION DESCRIPTION
 MB2177
 MB2177'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2177'THE STATION IS ABOUT 6-1/2 MILES NORTH OF PARIS, 5-3/4 MILES
 MB2177'EAST OF FREEDOM, 4 MILES SOUTH OF NELSON, AND ON THE
 MB2177'RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2177'
 MB2177'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 700
 MB2177'AND 303 IN FREEDOM, GO EAST ON STATE ROUTE 303 FOR 6.4 MILES
 MB2177'TO THE
 MB2177'INTERSECTION OF HORN ROAD, TOWNSHIP HIGHWAY 239.  TURN LEFT AND
 MB2177'GO NORTH ON HORN ROAD FOR 1.4 MILES TO THE INTERSECTION OF
 MB2177'STATE ROUTE 82 AND THE STATION ON THE SOUTHEAST CORNER OF THE
 MB2177'INTERSECTION.
 MB2177'
 MB2177'STATION MARK, STAMPED---64-079-2 1977---, IS A PORTAGE COUNTY
 MB2177'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2177'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 66.6 FEET
 MB2177'NORTH OF A 34-INCH MAPLE TREE, 46.0 FEET SOUTH OF A 26-INCH
 MB2177'MAPLE TREE, AND 24.1 FEET SOUTH OF THE CENTERLINE OF STATE
 MB2177'ROUTE 82.
 MB2177'
 MB2177'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2177'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2177'STATIONS 64 078 1 P CO AND 64 087 2 P CO CAN BE USED AS
 MB2177'AZIMUTH MARKS.
 MB2177'
 MB2177'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2188 ***********************************************************************
 MB2188  DESIGNATION -  64 086 1 P CO
 MB2188  PID         -  MB2188
 MB2188  STATE/COUNTY-  OH/PORTAGE
 MB2188  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2188
 MB2188                         *CURRENT SURVEY CONTROL
 MB2188  ___________________________________________________________________
 MB2188* NAD 83(1995)-  41 15 32.90631(N)    081 02 55.83838(W)     ADJUSTED  
 MB2188* NAVD 88     -       290.9    (meters)     954.     (feet)  VERTCON   
 MB2188  ___________________________________________________________________
 MB2188  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 MB2188  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2188
 MB2188  HORZ ORDER  -  SECOND
 MB2188
 MB2188.The horizontal coordinates were established by classical geodetic methods
 MB2188.and adjusted by the National Geodetic Survey in April 1998..
 MB2188
 MB2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2188
 MB2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2188
 MB2188.The geoid height was determined by GEOID03.
 MB2188
 MB2188;                    North         East     Units Scale Factor Converg.
 MB2188;SPC OH N     -   177,850.288   721,601.497   MT  0.99994471   +0 57 12.0
 MB2188;UTM  17      - 4,567,525.931   495,908.276   MT  0.99960021   -0 01 56.0
 MB2188
 MB2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2188!SPC OH N     -   0.99995966  x   0.99994471  =   0.99990437
 MB2188!UTM  17      -   0.99995966  x   0.99960021  =   0.99955988
 MB2188
 MB2188|---------------------------------------------------------------------|
 MB2188| PID    Reference Object                     Distance      Geod. Az  |
 MB2188|                                                           dddmmss.s |
 MB2188| MB2181 64 087 1 P CO                       242.944 METERS 10641     |
 MB2188| MB2187 64 077 1 P CO                       APPROX. 0.8 KM 1792458.4 |
 MB2188|---------------------------------------------------------------------|
 MB2188
 MB2188                          SUPERSEDED SURVEY CONTROL
 MB2188
 MB2188  NAD 83(1986)-  41 15 32.91290(N)    081 02 55.83654(W) AD(       ) 2
 MB2188  NAD 27      -  41 15 32.71198(N)    081 02 56.49759(W) AD(       ) 2
 MB2188  NGVD 29 (07/19/86)  291.1    (m)          955.     (f) VERT ANG       
 MB2188
 MB2188.Superseded values are not recommended for survey control.
 MB2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2188.See file dsdata.txt to determine how the superseded data were derived.
 MB2188
 MB2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9590867526(NAD 83)
 MB2188_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2188+STABILITY: SURFACE MOTION
 MB2188
 MB2188  HISTORY     - Date     Condition        Report By
 MB2188  HISTORY     - 1977     MONUMENTED       OH-133
 MB2188
 MB2188                          STATION DESCRIPTION
 MB2188
 MB2188'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2188'THE STATION IS ABOUT 5-3/4 MILES NORTHEAST OF FREEDOM, 3-1/2
 MB2188'MILES SOUTH OF NELSON, 1-3/4 MILES NORTH OF WINDHAM, AND ON THE
 MB2188'RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2188'
 MB2188'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 700
 MB2188'AND 303 IN FREEDOM, GO EAST ON STATE ROUTE 303 FOR 5.4 MILES
 MB2188'TO WINDHAM AND THE INTERSECTION OF PARKMAN ROAD, COUNTY HIGHWAY
 MB2188'299.  TURN LEFT AND GO NORTH ON PARKMAN ROAD FOR 1.7 MILES TO
 MB2188'THE INTERSECTION OF STATE ROUTE 82 AND THE STATION ON THE
 MB2188'NORTHWEST CORNER OF THE INTERSECTION.
 MB2188'
 MB2188'STATION MARK, STAMPED---64-086-1 1977---, IS A PORTAGE COUNTY
 MB2188'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2188'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 116.4 FEET
 MB2188'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE 2-1/2 STORY
 MB2188'WOOD FRAME HOUSE IN THE NORTHEAST CORNER OF THE INTERSECTION,
 MB2188'103.0 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 MB2188'FOUNDATION OF A LARGE TWO STORY WOOD FRAME HOUSE IN
 MB2188'THE SOUTHWEST CORNER OF THE INTERSECTION, 49.6
 MB2188'FEET SOUTHWEST OF POWER POLE NUMBER 9, AND 19.5 FEET WEST OF
 MB2188'THE CENTERLINE OF PARKMAN ROAD.
 MB2188'
 MB2188'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2188'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2188'STATIONS 64 077 1 P CO AND 64 087 1 P CO CAN BE USED AS
 MB2188'AZIMUTH MARKS.
 MB2188'
 MB2188'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2181 ***********************************************************************
 MB2181  DESIGNATION -  64 087 1 P CO
 MB2181  PID         -  MB2181
 MB2181  STATE/COUNTY-  OH/PORTAGE
 MB2181  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2181
 MB2181                         *CURRENT SURVEY CONTROL
 MB2181  ___________________________________________________________________
 MB2181* NAD 83(1995)-  41 15 30.64565(N)    081 02 45.84153(W)     ADJUSTED  
 MB2181* NAVD 88     -       286.3    (meters)     939.     (feet)  VERTCON   
 MB2181  ___________________________________________________________________
 MB2181  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 MB2181  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2181
 MB2181  HORZ ORDER  -  SECOND
 MB2181
 MB2181.The horizontal coordinates were established by classical geodetic methods
 MB2181.and adjusted by the National Geodetic Survey in April 1998..
 MB2181
 MB2181.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2181
 MB2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2181
 MB2181.The geoid height was determined by GEOID03.
 MB2181
 MB2181;                    North         East     Units Scale Factor Converg.
 MB2181;SPC OH N     -   177,784.436   721,835.332   MT  0.99994467   +0 57 18.6
 MB2181;UTM  17      - 4,567,456.091   496,140.864   MT  0.99960018   -0 01 49.4
 MB2181
 MB2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2181!SPC OH N     -   0.99996038  x   0.99994467  =   0.99990505
 MB2181!UTM  17      -   0.99996038  x   0.99960018  =   0.99956058
 MB2181
 MB2181:                Primary Azimuth Mark                     Grid Az
 MB2181:SPC OH N     -  64 087 2 P CO                            100 20 15.2
 MB2181:UTM  17      -  64 087 2 P CO                            101 19 23.2
 MB2181
 MB2181|---------------------------------------------------------------------|
 MB2181| PID    Reference Object                     Distance      Geod. Az  |
 MB2181|                                                           dddmmss.s |
 MB2181| MB2179 64 087 2 P CO                       APPROX. 0.5 KM 1011733.8 |
 MB2181| MB2188 64 086 1 P CO                       242.944 METERS 28641     |
 MB2181|---------------------------------------------------------------------|
 MB2181
 MB2181                          SUPERSEDED SURVEY CONTROL
 MB2181
 MB2181  NAD 83(1986)-  41 15 30.65223(N)    081 02 45.83971(W) AD(       ) 2
 MB2181  NAD 27      -  41 15 30.45130(N)    081 02 46.50110(W) AD(       ) 2
 MB2181  NGVD 29 (07/19/86)  286.5    (m)          940.     (f) VERT ANG       
 MB2181
 MB2181.Superseded values are not recommended for survey control.
 MB2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2181.See file dsdata.txt to determine how the superseded data were derived.
 MB2181
 MB2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9614167456(NAD 83)
 MB2181_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2181+STABILITY: SURFACE MOTION
 MB2181
 MB2181  HISTORY     - Date     Condition        Report By
 MB2181  HISTORY     - 1977     MONUMENTED       OH-133
 MB2181
 MB2181                          STATION DESCRIPTION
 MB2181
 MB2181'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2181'THE STATION IS ABOUT 6-1/2 MILES NORTH OF PARIS, 5-1/2 MILES EAST
 MB2181'OF FREEDOM, 3-3/4 MILES SOUTH OF NELSON, AND ON THE
 MB2181'RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2181'
 MB2181'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 700
 MB2181'AND 303 IN FREEDOM, GO EAST ON STATE ROUTE 303 FOR 5.4 MILES
 MB2181'TO WINDHAM AND THE INTERSECTION OF
 MB2181'PARKMAN ROAD, COUNTY HIGHWAY 299.  TURN LEFT AND GO
 MB2181'NORTH ON PARKMAN ROAD FOR 1.7 MILES TO THE INTERSECTION OF
 MB2181'STATE ROUTE 82.  TURN RIGHT AND GO EAST ON STATE ROUTE 82 FOR
 MB2181'0.2 MILE TO THE STATION ON THE RIGHT.
 MB2181'
 MB2181'STATION MARK, STAMPED---64-087-1 1977---, IS A PORTAGE COUNTY
 MB2181'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2181'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 130.8 FEET
 MB2181'EAST OF POWER POLE NUMBER OEC 50, 78.9 FEET WEST OF POWER POLE,
 MB2181'NUMBER OEC 51, AND 22.1 FEET SOUTH OF THE CENTERLINE OF STATE
 MB2181'ROUTE 82.
 MB2181'
 MB2181'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2181'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2181'STATIONS 64 086 1 P CO AND 64 087 2 P CO CAN BE USED AS
 MB2181'AZIMUTH MARKS.
 MB2181'
 MB2181'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2179 ***********************************************************************
 MB2179  DESIGNATION -  64 087 2 P CO
 MB2179  PID         -  MB2179
 MB2179  STATE/COUNTY-  OH/PORTAGE
 MB2179  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2179
 MB2179                         *CURRENT SURVEY CONTROL
 MB2179  ___________________________________________________________________
 MB2179* NAD 83(1995)-  41 15 27.36866(N)    081 02 24.09838(W)     ADJUSTED  
 MB2179* NAVD 88     -       288.6    (meters)     947.     (feet)  VERTCON   
 MB2179  ___________________________________________________________________
 MB2179  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 MB2179  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2179
 MB2179  HORZ ORDER  -  SECOND
 MB2179
 MB2179.The horizontal coordinates were established by classical geodetic methods
 MB2179.and adjusted by the National Geodetic Survey in April 1998..
 MB2179
 MB2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2179
 MB2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2179
 MB2179.The geoid height was determined by GEOID03.
 MB2179
 MB2179;                    North         East     Units Scale Factor Converg.
 MB2179;SPC OH N     -   177,691.817   722,343.091   MT  0.99994462   +0 57 32.9
 MB2179;UTM  17      - 4,567,354.786   496,646.781   MT  0.99960014   -0 01 35.0
 MB2179
 MB2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2179!SPC OH N     -   0.99996002  x   0.99994462  =   0.99990464
 MB2179!UTM  17      -   0.99996002  x   0.99960014  =   0.99956018
 MB2179
 MB2179:                Primary Azimuth Mark                     Grid Az
 MB2179:SPC OH N     -  64 079 2 P CO                            102 32 33.2
 MB2179:UTM  17      -  64 079 2 P CO                            103 31 41.1
 MB2179
 MB2179|---------------------------------------------------------------------|
 MB2179| PID    Reference Object                     Distance      Geod. Az  |
 MB2179|                                                           dddmmss.s |
 MB2179| MB2177 64 079 2 P CO                       APPROX. 0.9 KM 1033006.1 |
 MB2179|---------------------------------------------------------------------|
 MB2179
 MB2179                          SUPERSEDED SURVEY CONTROL
 MB2179
 MB2179  NAD 83(1986)-  41 15 27.37520(N)    081 02 24.09659(W) AD(       ) 2
 MB2179  NAD 27      -  41 15 27.17423(N)    081 02 24.75874(W) AD(       ) 2
 MB2179  NGVD 29 (07/19/86)  288.8    (m)          948.     (f) VERT ANG       
 MB2179
 MB2179.Superseded values are not recommended for survey control.
 MB2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2179.See file dsdata.txt to determine how the superseded data were derived.
 MB2179
 MB2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9664767355(NAD 83)
 MB2179_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2179+STABILITY: SURFACE MOTION
 MB2179
 MB2179  HISTORY     - Date     Condition        Report By
 MB2179  HISTORY     - 1977     MONUMENTED       OH-133
 MB2179
 MB2179                          STATION DESCRIPTION
 MB2179
 MB2179'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2179'THE STATION IS ABOUT 6-1/2 MILES NORTH OF PARIS, 6 MILES EAST
 MB2179'OF FREEDOM, 3-3/4 MILES SOUTH OF NELSON, AND ON THE
 MB2179'RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2179'
 MB2179'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 303
 MB2179'AND 700 IN FREEDOM, GO EAST ON STATE ROUTE 303 FOR 4.6 MILES
 MB2179'TO THE INTERSECTION OF PARKMAN ROAD, COUNTY HIGHWAY 299.
 MB2179'TURN LEFT AND GO NORTH ON PARKMAN ROAD FOR 1.6
 MB2179'MILES TO THE INTERSECTION OF STATE ROUTE 82.  TURN RIGHT AND
 MB2179'GO EAST ON STATE ROUTE 82 FOR 0.5 MILE TO THE STATION ON THE
 MB2179'LEFT.
 MB2179'
 MB2179'STATION MARK, STAMPED---64-087-2 1977---, IS A PORTAGE COUNTY
 MB2179'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2179'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 94.3 FEET
 MB2179'NORTHEAST OF A 38-INCH MAPLE TREE, 49.7 FEET NORTH-NORTHWEST OF
 MB2179'A 34-INCH MAPLE TREE, AND 19.2 FEET NORTH OF THE CENTERLINE OF
 MB2179'STATE ROUTE 82.
 MB2179'
 MB2179'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2179'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2179'STATIONS 64 087 1 P CO AND 64 079 2 P CO CAN BE USED AS
 MB2179'AZIMUTH MARKS.
 MB2179'
 MB2179'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2216 ***********************************************************************
 MB2216  DESIGNATION -  64 091 1 P CO
 MB2216  PID         -  MB2216
 MB2216  STATE/COUNTY-  OH/PORTAGE
 MB2216  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2216
 MB2216                         *CURRENT SURVEY CONTROL
 MB2216  ___________________________________________________________________
 MB2216* NAD 83(1995)-  41 16 21.08730(N)    081 05 54.89400(W)     ADJUSTED  
 MB2216* NAVD 88     -       325.     (meters)    1066.     (feet)  VERTCON   
 MB2216  ___________________________________________________________________
 MB2216  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 MB2216  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2216
 MB2216  HORZ ORDER  -  SECOND
 MB2216
 MB2216.The horizontal coordinates were established by classical geodetic methods
 MB2216.and adjusted by the National Geodetic Survey in April 1998..
 MB2216
 MB2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2216
 MB2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2216
 MB2216.The geoid height was determined by GEOID03.
 MB2216
 MB2216;                    North         East     Units Scale Factor Converg.
 MB2216;SPC OH N     -   179,268.225   717,410.148   MT  0.99994551   +0 55 14.4
 MB2216;UTM  17      - 4,569,015.242   491,743.374   MT  0.99960084   -0 03 54.1
 MB2216
 MB2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2216!SPC OH N     -   0.99995434  x   0.99994551  =   0.99989985
 MB2216!UTM  17      -   0.99995434  x   0.99960084  =   0.99955520
 MB2216
 MB2216                          SUPERSEDED SURVEY CONTROL
 MB2216
 MB2216  NAD 83(1986)-  41 16 21.09422(N)    081 05 54.89304(W) AD(       ) 2
 MB2216  NAD 27      -  41 16 20.89387(N)    081 05 55.54409(W) AD(       ) 2
 MB2216  NGVD 29 (07/19/86)  325.     (m)         1066.     (f) VERT ANG       
 MB2216
 MB2216.Superseded values are not recommended for survey control.
 MB2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2216.See file dsdata.txt to determine how the superseded data were derived.
 MB2216
 MB2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9174369015(NAD 83)
 MB2216_MARKER: Z = SEE DESCRIPTION
 MB2216_SETTING: 0 = UNSPECIFIED SETTING
 MB2216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2216
 MB2216  HISTORY     - Date     Condition        Report By
 MB2216  HISTORY     - 1977     MONUMENTED       OH-133
 MB2216
 MB2216                          STATION DESCRIPTION
 MB2216
 MB2216'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2216'THE STATION IS ABOUT 1-1/2 MILES SOUTHWEST OF GARRETTSVILLE,
 MB2216'3-1/4 MILES NORTHEAST OF FREEDOM, 3-1/2 MILES SOUTHEAST OF
 MB2216'HIRAM, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2216'
 MB2216'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2216'AND 303 IN DRAKESBURG, GO NORTHEAST ON STATE ROUTE 88 FOR 3.25
 MB2216'MILES TO THE INTERSECTION OF HEWINS ROAD, TOWNSHIP HIGHWAY 233,
 MB2216'LIBERTY STREET, AND THE STATION IN THE ROADWAY.
 MB2216'
 MB2216'STATION MARK, STAMPED---STATE OF OHIO DEPARTMENT OF SURVEY---,
 MB2216'IS A STATE OF OHIO BRASS DISK 2 INCHES IN DIAMETER AND ATTACHED
 MB2216'TO A 1-INCH IRON ROD THAT IS FLUSH WITH THE
 MB2216'ROAD SURFACE.  IT IS 92.87 FEET NORTHEAST OF A SPIKE AND WASHER
 MB2216'ON TELEPHONE AND POWER POLE NUMBER 52AL1/47, 62.8
 MB2216'FEET SOUTHEAST OF A SPIKE AND WASHER ON A TELEPHONE AND
 MB2216'POWER POLE, AND 36.83 FEET NORTHWEST OF A SPIKE AND WASHER
 MB2216'ON POWER POLE NUMBER 49AK3C/20.
 MB2216'
 MB2216'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2216'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2216'STATION 74 001 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2216'
 MB2216'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2164 ***********************************************************************
 MB2164  DESIGNATION -  64 100 1 P CO
 MB2164  PID         -  MB2164
 MB2164  STATE/COUNTY-  OH/PORTAGE
 MB2164  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2164
 MB2164                         *CURRENT SURVEY CONTROL
 MB2164  ___________________________________________________________________
 MB2164* NAD 83(1995)-  41 15 56.69824(N)    081 00 10.53469(W)     ADJUSTED  
 MB2164* NAVD 88     -       285.2    (meters)     936.     (feet)  VERTCON   
 MB2164  ___________________________________________________________________
 MB2164  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 MB2164  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB2164
 MB2164  HORZ ORDER  -  SECOND
 MB2164
 MB2164.The horizontal coordinates were established by classical geodetic methods
 MB2164.and adjusted by the National Geodetic Survey in April 1998..
 MB2164
 MB2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2164
 MB2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2164
 MB2164.The geoid height was determined by GEOID03.
 MB2164
 MB2164;                    North         East     Units Scale Factor Converg.
 MB2164;SPC OH N     -   178,649.148   725,436.259   MT  0.99994510   +0 59 00.6
 MB2164;UTM  17      - 4,568,258.465   499,754.885   MT  0.99960000   -0 00 06.9
 MB2164
 MB2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2164!SPC OH N     -   0.99996056  x   0.99994510  =   0.99990566
 MB2164!UTM  17      -   0.99996056  x   0.99960000  =   0.99956057
 MB2164
 MB2164:                Primary Azimuth Mark                     Grid Az
 MB2164:SPC OH N     -  64 100 2 P CO                            359 10 24.7
 MB2164:UTM  17      -  64 100 2 P CO                            000 09 32.2
 MB2164
 MB2164|---------------------------------------------------------------------|
 MB2164| PID    Reference Object                     Distance      Geod. Az  |
 MB2164|                                                           dddmmss.s |
 MB2164| MB2162 64 100 2 P CO                       APPROX. 0.7 KM 0000925.3 |
 MB2164| MB2161 54 010 3                            APPROX. 0.6 KM 1783622.0 |
 MB2164|---------------------------------------------------------------------|
 MB2164
 MB2164                          SUPERSEDED SURVEY CONTROL
 MB2164
 MB2164  NAD 83(1986)-  41 15 56.70467(N)    081 00 10.53247(W) AD(       ) 2
 MB2164  NAD 27      -  41 15 56.50362(N)    081 00 11.19927(W) AD(       ) 2
 MB2164  NGVD 29 (07/19/86)  285.4    (m)          936.     (f) VERT ANG       
 MB2164
 MB2164.Superseded values are not recommended for survey control.
 MB2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2164.See file dsdata.txt to determine how the superseded data were derived.
 MB2164
 MB2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9975568258(NAD 83)
 MB2164_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2164+STABILITY: SURFACE MOTION
 MB2164
 MB2164  HISTORY     - Date     Condition        Report By
 MB2164  HISTORY     - 1977     MONUMENTED       OH-133
 MB2164
 MB2164                          STATION DESCRIPTION
 MB2164
 MB2164'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2164'THE STATION IS ABOUT 5-1/4 MILES EAST OF GARRETTSVILLE, 4-1/2
 MB2164'MILES SOUTHEAST OF NELSON, 3-1/4 MILES NORTHEAST OF WINDHAM,
 MB2164'AND ON THE RIGHT-OF-WAY OF SHANK ROAD, TOWNSHIP HIGHWAY 308.
 MB2164'
 MB2164'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 303
 MB2164'AND PARKMAN ROAD, COUNTY HIGHWAY 299, IN WINDHAM, GO
 MB2164'NORTH ON PARKMAN ROAD FOR 1.7 MILES TO THE INTERSECTION OF
 MB2164'STATE ROUTE 82.  TURN RIGHT AND GO EAST ON STATE ROUTE 82 FOR
 MB2164'2.55 MILES TO THE EAST PORTAGE COUNTYLINE AND
 MB2164'THE INTERSECTION OF SHANK ROAD.  TURN LEFT AND GO NORTH ON SHANK
 MB2164'ROAD FOR 1.15 MILES TO THE STATION ON THE LEFT.
 MB2164'
 MB2164'STATION MARK, STAMPED---64-100-1 1977---, IS A PORTAGE COUNTY
 MB2164'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2164'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 116.7 FEET
 MB2164'NORTH-NORTHEAST OF POWER POLE NUMBER OCE/15, 48.9 FEET SOUTH
 MB2164'OF A 15-INCH OAK TREE, 23.8 FEET EAST OF A 16-INCH OAK TREE,
 MB2164'AND 16.0 FEET WEST OF THE CENTERLINE OF SHANK ROAD.
 MB2164'
 MB2164'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2164'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2164'STATIONS 54 010 3 P CO AND 64 100 2 P CO CAN BE USED AS
 MB2164'AZIMUTH MARKS.
 MB2164'
 MB2164'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2162 ***********************************************************************
 MB2162  DESIGNATION -  64 100 2 P CO
 MB2162  PID         -  MB2162
 MB2162  STATE/COUNTY-  OH/PORTAGE
 MB2162  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2162
 MB2162                         *CURRENT SURVEY CONTROL
 MB2162  ___________________________________________________________________
 MB2162* NAD 83(1995)-  41 16 19.42247(N)    081 00 10.45214(W)     ADJUSTED  
 MB2162* NAVD 88     -       277.7    (meters)     911.     (feet)  VERTCON   
 MB2162  ___________________________________________________________________
 MB2162  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 MB2162  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB2162
 MB2162  HORZ ORDER  -  SECOND
 MB2162
 MB2162.The horizontal coordinates were established by classical geodetic methods
 MB2162.and adjusted by the National Geodetic Survey in April 1998..
 MB2162
 MB2162.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2162
 MB2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2162
 MB2162.The geoid height was determined by GEOID03.
 MB2162
 MB2162;                    North         East     Units Scale Factor Converg.
 MB2162;SPC OH N     -   179,350.076   725,426.148   MT  0.99994548   +0 59 00.7
 MB2162;UTM  17      - 4,568,959.222   499,756.829   MT  0.99960000   -0 00 06.9
 MB2162
 MB2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2162!SPC OH N     -   0.99996173  x   0.99994548  =   0.99990722
 MB2162!UTM  17      -   0.99996173  x   0.99960000  =   0.99956175
 MB2162
 MB2162:                Primary Azimuth Mark                     Grid Az
 MB2162:SPC OH N     -  65 045 1                                 358 44 00.6
 MB2162:UTM  17      -  65 045 1                                 359 43 08.2
 MB2162
 MB2162|---------------------------------------------------------------------|
 MB2162| PID    Reference Object                     Distance      Geod. Az  |
 MB2162|                                                           dddmmss.s |
 MB2162| MB2165 65 045 1                            APPROX. 1.0 KM 3594301.3 |
 MB2162|---------------------------------------------------------------------|
 MB2162
 MB2162                          SUPERSEDED SURVEY CONTROL
 MB2162
 MB2162  NAD 83(1986)-  41 16 19.42893(N)    081 00 10.44973(W) AD(       ) 2
 MB2162  NAD 27      -  41 16 19.22808(N)    081 00 11.11639(W) AD(       ) 2
 MB2162  NGVD 29 (07/19/86)  277.9    (m)          912.     (f) VERT ANG       
 MB2162
 MB2162.Superseded values are not recommended for survey control.
 MB2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2162.See file dsdata.txt to determine how the superseded data were derived.
 MB2162
 MB2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9975768959(NAD 83)
 MB2162_MARKER: Z = SEE DESCRIPTION
 MB2162_SETTING: 0 = UNSPECIFIED SETTING
 MB2162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2162
 MB2162  HISTORY     - Date     Condition        Report By
 MB2162  HISTORY     - 1977     MONUMENTED       OH-133
 MB2162
 MB2162                          STATION DESCRIPTION
 MB2162
 MB2162'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2162'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF NELSON, 5 MILES
 MB2162'SOUTHEAST OF GARRETTSVILLE, 3-1/2 MILES NORTHEAST OF WINDHAM,
 MB2162'AND ON THE RIGHT-OF-WAY OF SHANK ROAD, TOWNSHIP HIGHWAY 308.
 MB2162'
 MB2162'TO REACH THE STATION FROM THE CENTER OF WINDHAM AT THE
 MB2162'INTERSECTION OF STATE ROUTE 303 AND MAIN STREET, PARKMAN
 MB2162'ROAD, COUNTY HIGHWAY 299, GO NORTH ON PARKMAN ROAD FOR 1.7
 MB2162'MILES TO THE INTERSECTION OF STATE ROUTE 82.  TURN RIGHT AND
 MB2162'GO SOUTHEAST ON STATE ROUTE 82 FOR 2.6 MILES TO THE EAST
 MB2162'PORTAGE COUNTYLINE AND THE INTERSECTION OF SHANK ROAD.
 MB2162'TURN LEFT ON SHANK ROAD AND GO NORTH FOR 1.6 MILES
 MB2162'TO THE STATION ON THE LEFT IN THE ROADWAY.
 MB2162'
 MB2162'STATION MARK IS A 1-INCH PIPE IN THE CENTERLINE AND FLUSH
 MB2162'WITH THE SURFACE OF SHANK ROAD.  IT IS AT THE NORTHEAST
 MB2162'CORNER OF WINDHAM TOWNSHIP ON THE EAST PORTAGE COUNTYLINE,
 MB2162'41.43 FEET
 MB2162'SOUTHEAST OF A BRIDGE SPIKE IN THE SOUTHWEST SIDE OF A
 MB2162'10-INCH OAK TREE, 29.69 FEET SOUTHWEST OF A RAILROAD SPIKE
 MB2162'IN THE SOUTHEAST SIDE OF A 10-INCH ASH TREE, AND 30.63 FEET
 MB2162'EAST OF AN IRON PIPE.
 MB2162'
 MB2162'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2162'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2162'STATIONS 64 100 1 P CO AND 65 045 1 P CO CAN BE USED AS
 MB2162'AZIMUTH MARKS.
 MB2162'
 MB2162'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0155 ***********************************************************************
 HY0155  DESIGNATION -  64 WSM
 HY0155  PID         -  HY0155
 HY0155  STATE/COUNTY-  OH/LAWRENCE
 HY0155  USGS QUAD   -  MERCERVILLE (1985)
 HY0155
 HY0155                         *CURRENT SURVEY CONTROL
 HY0155  ___________________________________________________________________
 HY0155* NAD 83(1986)-  38 38 35.     (N)    082 22 25.     (W)     SCALED    
 HY0155* NAVD 88     -       225.679  (meters)     740.42   (feet)  ADJUSTED  
 HY0155  ___________________________________________________________________
 HY0155  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HY0155  DYNAMIC HT  -         225.530 (meters)     739.93  (feet)  COMP
 HY0155  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 HY0155
 HY0155  VERT ORDER  -  SECOND    CLASS 0
 HY0155
 HY0155.The horizontal coordinates were scaled from a topographic map and have
 HY0155.an estimated accuracy of +/- 6 seconds.
 HY0155
 HY0155.The orthometric height was determined by differential leveling
 HY0155.and adjusted by the National Geodetic Survey in June 1991..
 HY0155
 HY0155.The geoid height was determined by GEOID03.
 HY0155
 HY0155.The dynamic height is computed by dividing the NAVD 88
 HY0155.geopotential number by the normal gravity value computed on the
 HY0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0155.degrees latitude (g = 980.6199 gals.).
 HY0155
 HY0155.The modeled gravity was interpolated from observed gravity values.
 HY0155
 HY0155;                    North         East    Units  Estimated Accuracy
 HY0155;SPC OH S     -    71,400.      611,000.      MT  (+/- 180 meters Scaled)
 HY0155
 HY0155                          SUPERSEDED SURVEY CONTROL
 HY0155
 HY0155  NGVD 29 (??/??/92)  225.857  (m)          741.00   (f) ADJ UNCH    2 0
 HY0155
 HY0155.Superseded values are not recommended for survey control.
 HY0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0155.See file dsdata.txt to determine how the superseded data were derived.
 HY0155
 HY0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC804780(NAD 83)
 HY0155_MARKER: DD = SURVEY DISK
 HY0155_SETTING: 66 = SET IN ROCK OUTCROP
 HY0155_SP_SET: ROCK CUT
 HY0155_STAMPING: 741 64 WSM 1956
 HY0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0155+STABILITY: POSITION/ELEVATION WELL
 HY0155
 HY0155  HISTORY     - Date     Condition        Report By
 HY0155  HISTORY     - 1956     MONUMENTED       USGS
 HY0155  HISTORY     - 1958     GOOD             NGS
 HY0155
 HY0155                          STATION DESCRIPTION
 HY0155
 HY0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0155'2.4 MI S FROM LECTA.
 HY0155'ABOUT 0.05 MILES WEST ALONG STATE HIGHWAY 775 FROM ITS JUNCTION
 HY0155'WITH STATE HIGHWAY 790 AT LECTA, THENCE 2.3 MILES SOUTH ALONG
 HY0155'A GRAVEL ROAD, IN SECTION 13, T 3N, R 16W, ABOUT 0.9 MILE
 HY0155'SOUTH OF THE OKEY CHURCH AND CEMETERY, AT THE Y-JUNCTION OF A
 HY0155'GRAVEL ROAD LEADING SOUTHEAST AND UPHILL, SET VERTICALLY IN
 HY0155'THE WEST FACE OF AN 8 FOOT HIGH ROCK CUT, 68 FEET NORTH OF THE
 HY0155'CENTER OF THE JUNCTION, 18 1/2 FEET EAST OF THE CENTER LINE OF
 HY0155'THE ROAD, ABOUT 20 FEET SOUTH OF THE NORTH END OF THE ROCK, ABOUT
 HY0155'5 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1543 ***********************************************************************
 JX1543  DESIGNATION -  645
 JX1543  PID         -  JX1543
 JX1543  STATE/COUNTY-  OH/WASHINGTON
 JX1543  USGS QUAD   -  BEVERLY (1994)
 JX1543
 JX1543                         *CURRENT SURVEY CONTROL
 JX1543  ___________________________________________________________________
 JX1543* NAD 83(1986)-  39 34 22.     (N)    081 40 20.     (W)     SCALED    
 JX1543* NAVD 88     -       196.442  (meters)     644.49   (feet)  ADJUSTED  
 JX1543  ___________________________________________________________________
 JX1543  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX1543  DYNAMIC HT  -         196.325 (meters)     644.11  (feet)  COMP
 JX1543  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 JX1543
 JX1543  VERT ORDER  -  FIRST     CLASS II
 JX1543
 JX1543.The horizontal coordinates were scaled from a topographic map and have
 JX1543.an estimated accuracy of +/- 6 seconds.
 JX1543
 JX1543.The orthometric height was determined by differential leveling
 JX1543.and adjusted by the National Geodetic Survey in June 1991..
 JX1543
 JX1543.The geoid height was determined by GEOID03.
 JX1543
 JX1543.The dynamic height is computed by dividing the NAVD 88
 JX1543.geopotential number by the normal gravity value computed on the
 JX1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1543.degrees latitude (g = 980.6199 gals.).
 JX1543
 JX1543.The modeled gravity was interpolated from observed gravity values.
 JX1543
 JX1543;                    North         East    Units  Estimated Accuracy
 JX1543;SPC OH S     -   174,930.      671,120.      MT  (+/- 180 meters Scaled)
 JX1543
 JX1543                          SUPERSEDED SURVEY CONTROL
 JX1543
 JX1543  NGVD 29 (??/??/92)  196.628  (m)          645.10   (f) ADJ UNCH    1 2
 JX1543
 JX1543.Superseded values are not recommended for survey control.
 JX1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1543.See file dsdata.txt to determine how the superseded data were derived.
 JX1543
 JX1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD422805(NAD 83)
 JX1543_MARKER: DD = SURVEY DISK
 JX1543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1543_SP_SET: STEP
 JX1543_STAMPING: 645
 JX1543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1543
 JX1543  HISTORY     - Date     Condition        Report By
 JX1543  HISTORY     - UNK      MONUMENTED       USGS
 JX1543  HISTORY     - 1957     GOOD             NGS
 JX1543
 JX1543                          STATION DESCRIPTION
 JX1543
 JX1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX1543'2.9 MI NW FROM WATERFORD.
 JX1543'ABOUT 2.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1543'FROM THE STATION AT WATERFORD, AT MILEPOLE 46-22, 180 FEET
 JX1543'EAST OF THE EAST RAIL, IN TOP OF THE NORTHEAST CORNER OF A
 JX1543'FLAT 6-BY 3-FOOT ROCK THAT IS USED AS A LANDING AT THE TOP
 JX1543'OF THE STEPS TO THE FRONT ENTRANCE TO A LARGE TWO-STORY WHITE
 JX1543'PAINTED FARMHOUSE, 1/2 FOOT WEST OF THE WEST EDGE OF THE PORCH,
 JX1543'1 1/2 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1463 ***********************************************************************
 HY1463  DESIGNATION -  648
 HY1463  PID         -  HY1463
 HY1463  STATE/COUNTY-  OH/ADAMS
 HY1463  USGS QUAD   -  PEEBLES (1986)
 HY1463
 HY1463                         *CURRENT SURVEY CONTROL
 HY1463  ___________________________________________________________________
 HY1463* NAD 83(1986)-  38 56 30.     (N)    083 28 14.     (W)     SCALED    
 HY1463* NAVD 88     -       197.526  (meters)     648.05   (feet)  ADJUSTED  
 HY1463  ___________________________________________________________________
 HY1463  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HY1463  DYNAMIC HT  -         197.403 (meters)     647.65  (feet)  COMP
 HY1463  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 HY1463
 HY1463  VERT ORDER  -  SECOND    CLASS 0
 HY1463
 HY1463.The horizontal coordinates were scaled from a topographic map and have
 HY1463.an estimated accuracy of +/- 6 seconds.
 HY1463
 HY1463.The orthometric height was determined by differential leveling
 HY1463.and adjusted by the National Geodetic Survey in June 1991..
 HY1463
 HY1463.The geoid height was determined by GEOID03.
 HY1463
 HY1463.The dynamic height is computed by dividing the NAVD 88
 HY1463.geopotential number by the normal gravity value computed on the
 HY1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1463.degrees latitude (g = 980.6199 gals.).
 HY1463
 HY1463.The modeled gravity was interpolated from observed gravity values.
 HY1463
 HY1463;                    North         East    Units  Estimated Accuracy
 HY1463;SPC OH S     -   104,990.      515,860.      MT  (+/- 180 meters Scaled)
 HY1463
 HY1463                          SUPERSEDED SURVEY CONTROL
 HY1463
 HY1463  NGVD 29 (??/??/92)  197.717  (m)          648.68   (f) ADJ UNCH    2 0
 HY1463
 HY1463.Superseded values are not recommended for survey control.
 HY1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1463.See file dsdata.txt to determine how the superseded data were derived.
 HY1463
 HY1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD858132(NAD 83)
 HY1463_MARKER: P = PIPE CAP
 HY1463_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1463_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1463_STAMPING: OHIO 648
 HY1463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1463
 HY1463  HISTORY     - Date     Condition        Report By
 HY1463  HISTORY     - UNK      MONUMENTED       USGS
 HY1463  HISTORY     - 1935     GOOD             NGS
 HY1463
 HY1463                          STATION DESCRIPTION
 HY1463
 HY1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1463'AT LAWSHE.
 HY1463'AT LAWSHE, ADAMS COUNTY, 275 YARDS EAST OF THE NORFOLK AND WESTERN
 HY1463'RAILWAY STATION, 330 YARDS WEST OF MILEPOST C 68, 200 YARDS
 HY1463'SOUTHEAST OF SIGNAL C 392, 65 YARDS SOUTHWEST OF THE CENTER OF
 HY1463'THE CROSSING OF A TAR ROAD, 18 FEET SOUTH OF THE SOUTH RAIL, AND
 HY1463'LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HY1463'CAP, STAMPED OHIO 648 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 HY1463'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2217 ***********************************************************************
 MB2217  DESIGNATION -  65 003 1 P CO
 MB2217  PID         -  MB2217
 MB2217  STATE/COUNTY-  OH/PORTAGE
 MB2217  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2217
 MB2217                         *CURRENT SURVEY CONTROL
 MB2217  ___________________________________________________________________
 MB2217* NAD 83(1995)-  41 18 01.90786(N)    081 05 55.02141(W)     ADJUSTED  
 MB2217* NAVD 88     -       322.1    (meters)    1057.     (feet)  VERTCON   
 MB2217  ___________________________________________________________________
 MB2217  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 MB2217  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2217
 MB2217  HORZ ORDER  -  SECOND
 MB2217
 MB2217.The horizontal coordinates were established by classical geodetic methods
 MB2217.and adjusted by the National Geodetic Survey in April 1998..
 MB2217
 MB2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2217
 MB2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2217
 MB2217.The geoid height was determined by GEOID03.
 MB2217
 MB2217;                    North         East     Units Scale Factor Converg.
 MB2217;SPC OH N     -   182,377.908   717,357.211   MT  0.99994738   +0 55 14.3
 MB2217;UTM  17      - 4,572,124.301   491,743.940   MT  0.99960084   -0 03 54.3
 MB2217
 MB2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2217!SPC OH N     -   0.99995476  x   0.99994738  =   0.99990215
 MB2217!UTM  17      -   0.99995476  x   0.99960084  =   0.99955562
 MB2217
 MB2217:                Primary Azimuth Mark                     Grid Az
 MB2217:SPC OH N     -  75 035 1 P CO                            180 17 19.1
 MB2217:UTM  17      -  75 035 1 P CO                            181 16 27.7
 MB2217
 MB2217|---------------------------------------------------------------------|
 MB2217| PID    Reference Object                     Distance      Geod. Az  |
 MB2217|                                                           dddmmss.s |
 MB2217| MB2219 75 035 1 P CO                       450.736 METERS 1811233.4 |
 MB2217| MB2220 75 026 3 P CO                       454.734 METERS 3581710.2 |
 MB2217|---------------------------------------------------------------------|
 MB2217
 MB2217                          SUPERSEDED SURVEY CONTROL
 MB2217
 MB2217  NAD 83(1986)-  41 18 01.91536(N)    081 05 55.01898(W) AD(       ) 2
 MB2217  NAD 27      -  41 18 01.71506(N)    081 05 55.67137(W) AD(       ) 2
 MB2217  NGVD 29 (07/19/86)  322.3    (m)         1057.     (f) VERT ANG       
 MB2217
 MB2217.Superseded values are not recommended for survey control.
 MB2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2217.See file dsdata.txt to determine how the superseded data were derived.
 MB2217
 MB2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9174472124(NAD 83)
 MB2217_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2217+STABILITY: SURFACE MOTION
 MB2217
 MB2217  HISTORY     - Date     Condition        Report By
 MB2217  HISTORY     - 1977     MONUMENTED       OH-133
 MB2217
 MB2217                          STATION DESCRIPTION
 MB2217
 MB2217'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2217'THE STATION IS ABOUT 2-3/4 MILES SOUTHWEST OF NELSON,
 MB2217'2-1/2 MILES SOUTHEAST OF HIRAM, 3/4 MILE NORTH OF
 MB2217'GARRETTSVILLE, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2217'
 MB2217'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2217'AND 82 IN GARRETTSVILLE, GO NORTH ON STATE ROUTE
 MB2217'88 FOR 0.9 MILE TO AZIMUTH MARK 75 035 1 P CO ON THE LEFT.
 MB2217'CONTINUE NORTH ON STATE ROUTE 88 FOR 0.2 MILE TO THE STATION
 MB2217'ON THE RIGHT.
 MB2217'
 MB2217'STATION MARKS, STAMPED---65-003-1 1977---, ARE PORTAGE COUNTY
 MB2217'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2217'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2217'SURFACE.  IT IS 159.9 FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER
 MB2217'48AK2/7, 75.5 FEET NORTH-NORTHWEST OF POWER POLE NUMBER 48AK2/8,
 MB2217'65.8 FEET WEST-SOUTHWEST OF A 7-INCH PINE TREE, AND 32.7 FEET
 MB2217'EAST OF THE CENTERLINE OF STATE ROUTE 88.  THE UNDERGROUND DISK
 MB2217'IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 MB2217'THE GROUND SURFACE.
 MB2217'
 MB2217'AZIMUTH MARK 75 035 1 P CO, STAMPED---75-035-1 1977---, IS A
 MB2217'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2217'CYLINDRICAL CONCRETE POST THAT IS 6 INCHES BELOW THE
 MB2217'GROUND SURFACE.  IT IS 62.0 FEET NORTHWEST OF A 24-INCH MAPLE
 MB2217'TREE, 59.0 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A
 MB2217'HOUSE, ADDRESS NUMBER 11185, 55.6 FEET NORTHEAST OF A 30-INCH
 MB2217'POPLAR TREE, 27.4 FEET SOUTHEAST OF A 24-INCH POPLAR TREE,
 MB2217'AND 13.7 FEET WEST OF THE CENTERLINE OF STATE ROUTE 88.
 MB2217'
 MB2217'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2217'LIGHT ABOVE STATION MARK WAS 1.2 METERS.  STATION 75 026 3 P CO
 MB2217'CAN BE USED AS AN AZIMUTH MARK.
 MB2217'
 MB2217'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2213 ***********************************************************************
 MB2213  DESIGNATION -  65 003 2 P CO
 MB2213  PID         -  MB2213
 MB2213  STATE/COUNTY-  OH/PORTAGE
 MB2213  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2213
 MB2213                         *CURRENT SURVEY CONTROL
 MB2213  ___________________________________________________________________
 MB2213* NAD 83(1995)-  41 18 39.00205(N)    081 05 41.82064(W)     ADJUSTED  
 MB2213* NAVD 88     -       321.7    (meters)    1055.     (feet)  VERTCON   
 MB2213  ___________________________________________________________________
 MB2213  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 MB2213  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2213
 MB2213  HORZ ORDER  -  SECOND
 MB2213
 MB2213.The horizontal coordinates were established by classical geodetic methods
 MB2213.and adjusted by the National Geodetic Survey in April 1998..
 MB2213
 MB2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2213
 MB2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2213
 MB2213.The geoid height was determined by GEOID03.
 MB2213
 MB2213;                    North         East     Units Scale Factor Converg.
 MB2213;SPC OH N     -   183,526.995   717,645.829   MT  0.99994812   +0 55 23.0
 MB2213;UTM  17      - 4,573,267.855   492,052.177   MT  0.99960078   -0 03 45.7
 MB2213
 MB2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2213!SPC OH N     -   0.99995483  x   0.99994812  =   0.99990295
 MB2213!UTM  17      -   0.99995483  x   0.99960078  =   0.99955562
 MB2213
 MB2213:                Primary Azimuth Mark                     Grid Az
 MB2213:SPC OH N     -  65 005 1 P CO                            359 50 15.3
 MB2213:UTM  17      -  65 005 1 P CO                            000 49 24.0
 MB2213
 MB2213|---------------------------------------------------------------------|
 MB2213| PID    Reference Object                     Distance      Geod. Az  |
 MB2213|                                                           dddmmss.s |
 MB2213| MB2212 65 005 1 P CO                       APPROX. 0.7 KM 0004538.3 |
 MB2213| MB2218 65 003 3 P CO                       APPROX. 0.5 KM 2165429.4 |
 MB2213|---------------------------------------------------------------------|
 MB2213
 MB2213                          SUPERSEDED SURVEY CONTROL
 MB2213
 MB2213  NAD 83(1986)-  41 18 39.00972(N)    081 05 41.81810(W) AD(       ) 2
 MB2213  NAD 27      -  41 18 38.80955(N)    081 05 42.47074(W) AD(       ) 2
 MB2213  NGVD 29 (07/19/86)  321.9    (m)         1056.     (f) VERT ANG       
 MB2213
 MB2213.Superseded values are not recommended for survey control.
 MB2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2213.See file dsdata.txt to determine how the superseded data were derived.
 MB2213
 MB2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9205273268(NAD 83)
 MB2213_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2213+STABILITY: SURFACE MOTION
 MB2213
 MB2213  HISTORY     - Date     Condition        Report By
 MB2213  HISTORY     - 1977     MONUMENTED       OH-133
 MB2213
 MB2213                          STATION DESCRIPTION
 MB2213
 MB2213'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2213'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF HIRAM, 2-1/4
 MB2213'MILES WEST OF NELSON, 1-3/4 NORTH OF GARRETTSVILLE, AND ON THE
 MB2213'RIGHT-OF-WAY OF STATE ROUTE 305.
 MB2213'
 MB2213'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2213'AND 88 IN GARRETTSVILLE, GO NORTH ON STATE ROUTE 88 FOR 1.75
 MB2213'MILES TO THE INTERSECTION OF STATE ROUTE 305.  TURN RIGHT AND
 MB2213'GO EAST FOR 0.2 MILE TO THE INTERSECTION OF MILLS ROAD, COUNTY
 MB2213'HIGHWAY 291, AND THE STATION IN THE NORTHERN FORK OF THE
 MB2213'INTERSECTION.
 MB2213'
 MB2213'STATION MARK, STAMPED---65-003-2 1977---, IS A PORTAGE
 MB2213'COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH CYCLINDRICAL
 MB2213'CONCRETE POST THAT IS 6 INCHES BELOW THE ROAD SURFACE.
 MB2213'IT IS 112.0 FEET NORTH OF POWER POLE NUMBER 47 AK2/13, 84.9
 MB2213'FEET NORTHEAST OF A 12-INCH MAPLE TREE, 57.0 FEET SOUTHEAST OF
 MB2213'A MULTI-TRUNKED BIRCH TREE, 40.2 FEET WEST OF A 16-INCH MAPLE
 MB2213'TREE, AND 17.6 FEET SOUTHEAST OF THE WEST FORK OF MILLS ROAD.
 MB2213'
 MB2213'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2213'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2213'STATIONS 65 005 1 P CO AND 65 003 3 P CO CAN BE USED AS AZIMUTH
 MB2213'MARKS.
 MB2213'
 MB2213'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2218 ***********************************************************************
 MB2218  DESIGNATION -  65 003 3 P CO
 MB2218  PID         -  MB2218
 MB2218  STATE/COUNTY-  OH/PORTAGE
 MB2218  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2218
 MB2218                         *CURRENT SURVEY CONTROL
 MB2218  ___________________________________________________________________
 MB2218* NAD 83(1995)-  41 18 25.65484(N)    081 05 55.11464(W)     ADJUSTED  
 MB2218* NAVD 88     -       327.7    (meters)    1075.     (feet)  VERTCON   
 MB2218  ___________________________________________________________________
 MB2218  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 MB2218  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2218
 MB2218  HORZ ORDER  -  SECOND
 MB2218
 MB2218.The horizontal coordinates were established by classical geodetic methods
 MB2218.and adjusted by the National Geodetic Survey in April 1998..
 MB2218
 MB2218.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2218
 MB2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2218
 MB2218.The geoid height was determined by GEOID03.
 MB2218
 MB2218;                    North         East     Units Scale Factor Converg.
 MB2218;SPC OH N     -   183,110.334   717,343.272   MT  0.99994785   +0 55 14.2
 MB2218;UTM  17      - 4,572,856.603   491,742.605   MT  0.99960084   -0 03 54.4
 MB2218
 MB2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2218!SPC OH N     -   0.99995388  x   0.99994785  =   0.99990174
 MB2218!UTM  17      -   0.99995388  x   0.99960084  =   0.99955474
 MB2218
 MB2218:                Primary Azimuth Mark                     Grid Az
 MB2218:SPC OH N     -  65 003 2 P CO                            035 59 06.5
 MB2218:UTM  17      -  65 003 2 P CO                            036 58 15.1
 MB2218
 MB2218|---------------------------------------------------------------------|
 MB2218| PID    Reference Object                     Distance      Geod. Az  |
 MB2218|                                                           dddmmss.s |
 MB2218| MB2213 65 003 2 P CO                       APPROX. 0.5 KM 0365420.7 |
 MB2218| MB2220 75 026 3 P CO                       278.297 METERS 18221     |
 MB2218|---------------------------------------------------------------------|
 MB2218
 MB2218                          SUPERSEDED SURVEY CONTROL
 MB2218
 MB2218  NAD 83(1986)-  41 18 25.66247(N)    081 05 55.11214(W) AD(       ) 2
 MB2218  NAD 27      -  41 18 25.46227(N)    081 05 55.76443(W) AD(       ) 2
 MB2218  NGVD 29 (07/19/86)  327.9    (m)         1076.     (f) VERT ANG       
 MB2218
 MB2218.Superseded values are not recommended for survey control.
 MB2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2218.See file dsdata.txt to determine how the superseded data were derived.
 MB2218
 MB2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9174372857(NAD 83)
 MB2218_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2218+STABILITY: SURFACE MOTION
 MB2218
 MB2218  HISTORY     - Date     Condition        Report By
 MB2218  HISTORY     - 1977     MONUMENTED       OH-133
 MB2218
 MB2218                          STATION DESCRIPTION
 MB2218
 MB2218'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2218'THE STATION IS ABOUT 2-1/2 MILES WEST OF NELSON, 2-1/4 MILES
 MB2218'EAST OF HIRAM, 1-3/4 MILES NORTH OF GARRETTSVILLE, AND ON THE
 MB2218'RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2218'
 MB2218'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2218'AND 82 IN GARRETTSVILLE, GO NORTH ON STATE ROUTE
 MB2218'88 FOR 1.6 MILES TO THE STATION ON THE RIGHT.
 MB2218'
 MB2218'STATION MARK, STAMPED---65-003-3 1977---, IS A PORTAGE COUNTY
 MB2218'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2218'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 108.3 FEET
 MB2218'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, ADDRESS NUMBER
 MB2218'11552, 66.0 FEET EAST-SOUTHEAST OF A STEEL GAS LINE MARKER POLE,
 MB2218'35.2 FEET WEST-SOUTHWEST OF A 24-INCH MAPLE TREE, AND 26.8
 MB2218'FEET EAST OF THE CENTERLINE OF STATE ROUTE 88.
 MB2218'
 MB2218'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2218'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2218'STATIONS 65 003 2 P CO AND 75 026 3 P CO CAN BE USED AS AZIMUTH
 MB2218'MARKS.
 MB2218'
 MB2218'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2212 ***********************************************************************
 MB2212  DESIGNATION -  65 005 1 P CO
 MB2212  PID         -  MB2212
 MB2212  STATE/COUNTY-  OH/PORTAGE
 MB2212  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2212
 MB2212                         *CURRENT SURVEY CONTROL
 MB2212  ___________________________________________________________________
 MB2212* NAD 83(1995)-  41 19 00.58553(N)    081 05 41.44056(W)     ADJUSTED  
 MB2212* NAVD 88     -       334.9    (meters)    1099.     (feet)  VERTCON   
 MB2212  ___________________________________________________________________
 MB2212  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 MB2212  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2212
 MB2212  HORZ ORDER  -  SECOND
 MB2212
 MB2212.The horizontal coordinates were established by classical geodetic methods
 MB2212.and adjusted by the National Geodetic Survey in April 1998..
 MB2212
 MB2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2212
 MB2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2212
 MB2212.The geoid height was determined by GEOID03.
 MB2212
 MB2212;                    North         East     Units Scale Factor Converg.
 MB2212;SPC OH N     -   184,192.867   717,643.941   MT  0.99994857   +0 55 23.2
 MB2212;UTM  17      - 4,573,933.429   492,061.742   MT  0.99960078   -0 03 45.4
 MB2212
 MB2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2212!SPC OH N     -   0.99995276  x   0.99994857  =   0.99990133
 MB2212!UTM  17      -   0.99995276  x   0.99960078  =   0.99955356
 MB2212
 MB2212:                Primary Azimuth Mark                     Grid Az
 MB2212:SPC OH N     -  65 005 2 P CO                            214 04 57.1
 MB2212:UTM  17      -  65 005 2 P CO                            215 04 05.7
 MB2212
 MB2212|---------------------------------------------------------------------|
 MB2212| PID    Reference Object                     Distance      Geod. Az  |
 MB2212|                                                           dddmmss.s |
 MB2212| MB2215 65 005 2 P CO                       421.662 METERS 2150020.3 |
 MB2212|---------------------------------------------------------------------|
 MB2212
 MB2212                          SUPERSEDED SURVEY CONTROL
 MB2212
 MB2212  NAD 83(1986)-  41 19 00.59324(N)    081 05 41.43801(W) AD(       ) 2
 MB2212  NAD 27      -  41 19 00.39325(N)    081 05 42.09051(W) AD(       ) 2
 MB2212  NGVD 29 (07/19/86)  335.1    (m)         1099.     (f) VERT ANG       
 MB2212
 MB2212.Superseded values are not recommended for survey control.
 MB2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2212.See file dsdata.txt to determine how the superseded data were derived.
 MB2212
 MB2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9206273933(NAD 83)
 MB2212_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2212+STABILITY: SURFACE MOTION
 MB2212
 MB2212  HISTORY     - Date     Condition        Report By
 MB2212  HISTORY     - 1977     MONUMENTED       OH-133
 MB2212
 MB2212                          STATION DESCRIPTION
 MB2212
 MB2212'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2212'THE STATION IS ABOUT 2-1/2 MILES EAST-NORTHEAST OF HIRAM, 2-1/2
 MB2212'MILES WEST-NORTHWEST OF NELSON, 2-1/4 MILES NORTH OF
 MB2212'GARRETTSVILLE, AND ON THE RIGHT-OF-WAY OF MILLS ROAD, COUNTY
 MB2212'HIGHWAY 291.
 MB2212'
 MB2212'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2212'AND 82 IN GARRETTSVILLE, GO NORTH ON STATE ROUTE 88 FOR 1.95
 MB2212'MILES TO AZIMUTH MARK 65 005 2 P CO ON THE LEFT.  GO NORTH ON
 MB2212'STATE ROUTE 88 FOR 0.3 MILE TO THE INTERSECTION OF MILLS ROAD,
 MB2212'TURN RIGHT AND GO EAST 100 FEET, THEN LEFT 100 FEET TO THE
 MB2212'STATION ON THE LEFT.
 MB2212'
 MB2212'STATION MARKS, STAMPED---65-005-1 1977---, ARE PORTAGE COUNTY
 MB2212'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2212'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2212'SURFACE.  IT IS 94.6 FEET NORTHWEST OF A 12-INCH LOCUST TREE,
 MB2212'31.9 FEET NORTHEAST OF A 24-INCH MAPLE TREE, 15.2 FEET WEST OF
 MB2212'THE CENTERLINE OF MILLS ROAD, AND 10.0 FEET NORTHEAST OF A
 MB2212'36-INCH MAPLE TREE.  THE UNDERGROUND DISK IS SET IN AN
 MB2212'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 MB2212'
 MB2212'AZIMUTH MARK 65 005 2 P CO,
 MB2212'STAMPED---65-005-2 1977---, IS A PORTAGE COUNTY
 MB2212'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2212'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 162.3 FEET
 MB2212'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, ADDRESS NUMBER 51X,
 MB2212'78.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, ADDRESS
 MB2212'NUMBER 10X51C, 34.9 FEET SOUTHEAST OF POWER POLE NUMBER 47AK28,
 MB2212'AND 30.6 FEET WEST OF THE CENTERLINE OF STATE ROUTE 88.
 MB2212'
 MB2212'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2212'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2212'STATION 65 003 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2212'
 MB2212'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2215 ***********************************************************************
 MB2215  DESIGNATION -  65 005 2 P CO
 MB2215  PID         -  MB2215
 MB2215  STATE/COUNTY-  OH/PORTAGE
 MB2215  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2215
 MB2215                         *CURRENT SURVEY CONTROL
 MB2215  ___________________________________________________________________
 MB2215* NAD 83(1995)-  41 18 49.38988(N)    081 05 51.84007(W)     ADJUSTED  
 MB2215* NAVD 88     -       320.     (meters)    1050.     (feet)  VERTCON   
 MB2215  ___________________________________________________________________
 MB2215  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MB2215  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2215
 MB2215  HORZ ORDER  -  SECOND
 MB2215
 MB2215.The horizontal coordinates were established by classical geodetic methods
 MB2215.and adjusted by the National Geodetic Survey in April 1998..
 MB2215
 MB2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2215
 MB2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2215
 MB2215.The geoid height was determined by GEOID03.
 MB2215
 MB2215;                    North         East     Units Scale Factor Converg.
 MB2215;SPC OH N     -   183,843.651   717,407.660   MT  0.99994834   +0 55 16.4
 MB2215;UTM  17      - 4,573,588.450   491,819.572   MT  0.99960082   -0 03 52.3
 MB2215
 MB2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2215!SPC OH N     -   0.99995512  x   0.99994834  =   0.99990347
 MB2215!UTM  17      -   0.99995512  x   0.99960082  =   0.99955596
 MB2215
 MB2215                          SUPERSEDED SURVEY CONTROL
 MB2215
 MB2215  NAD 83(1986)-  41 18 49.39760(N)    081 05 51.83753(W) AD(       ) 2
 MB2215  NAD 27      -  41 18 49.19753(N)    081 05 52.48976(W) AD(       ) 2
 MB2215  NGVD 29 (07/19/86)  320.     (m)         1050.     (f) VERT ANG       
 MB2215
 MB2215.Superseded values are not recommended for survey control.
 MB2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2215.See file dsdata.txt to determine how the superseded data were derived.
 MB2215
 MB2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9182073588(NAD 83)
 MB2215_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2215+STABILITY: SURFACE MOTION
 MB2215
 MB2215  HISTORY     - Date     Condition        Report By
 MB2215  HISTORY     - 1977     MONUMENTED       OH-133
 MB2215
 MB2215                          STATION DESCRIPTION
 MB2215
 MB2215'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2215'THE STATION IS ABOUT 2-1/2 MILES EAST-NORTHEAST OF HIRAM,
 MB2215'2-1/2 MILES WEST-NORTHWEST OF NELSON, 2-1/4 MILES NORTH OF
 MB2215'GARRETTSVILLE, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2215'
 MB2215'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2215'AND 82 IN GARRETTSVILLE, GO NORTH ON STATE ROUTE 88 FOR 1.95
 MB2215'MILE TO THE STATION ON THE LEFT.
 MB2215'
 MB2215'STATION MARK, STAMPED---65-005-2 1977---, IS A PORTAGE COUNTY
 MB2215'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2215'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 162.3 FEET
 MB2215'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, ADDRESS NUMBER 51X,
 MB2215'78.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, ADDRESS
 MB2215'NUMBER 10X51C, AND 34.9 FEET SOUTHEAST OF POWER POLE NUMBER
 MB2215'47AK28, AND 30.6 FEET WEST OF THE CENTERLINE OF STATE ROUTE 88.
 MB2215'
 MB2215'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2215'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2215'STATION 65 005 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2215'
 MB2215'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2209 ***********************************************************************
 MB2209  DESIGNATION -  65 008 1 P CO
 MB2209  PID         -  MB2209
 MB2209  STATE/COUNTY-  OH/PORTAGE
 MB2209  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2209
 MB2209                         *CURRENT SURVEY CONTROL
 MB2209  ___________________________________________________________________
 MB2209* NAD 83(1995)-  41 20 40.11716(N)    081 05 19.25494(W)     ADJUSTED  
 MB2209* NAVD 88     -       350.3    (meters)    1149.     (feet)  VERTCON   
 MB2209  ___________________________________________________________________
 MB2209  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 MB2209  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2209
 MB2209  HORZ ORDER  -  SECOND
 MB2209
 MB2209.The horizontal coordinates were established by classical geodetic methods
 MB2209.and adjusted by the National Geodetic Survey in April 1998..
 MB2209
 MB2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2209
 MB2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2209
 MB2209.The geoid height was determined by GEOID03.
 MB2209
 MB2209;                    North         East     Units Scale Factor Converg.
 MB2209;SPC OH N     -   187,271.200   718,110.171   MT  0.99995078   +0 55 37.8
 MB2209;UTM  17      - 4,577,002.215   492,580.680   MT  0.99960068   -0 03 30.9
 MB2209
 MB2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2209!SPC OH N     -   0.99995034  x   0.99995078  =   0.99990113
 MB2209!UTM  17      -   0.99995034  x   0.99960068  =   0.99955104
 MB2209
 MB2209:                Primary Azimuth Mark                     Grid Az
 MB2209:SPC OH N     -  65 008 3                                 032 21 17.2
 MB2209:UTM  17      -  65 008 3                                 033 20 25.9
 MB2209
 MB2209|---------------------------------------------------------------------|
 MB2209| PID    Reference Object                     Distance      Geod. Az  |
 MB2209|                                                           dddmmss.s |
 MB2209| MB2206 65 008 3                            404.408 METERS 0331655.0 |
 MB2209| MB2208 65 008 2 P CO                       APPROX. 0.5 KM 1791705.2 |
 MB2209|---------------------------------------------------------------------|
 MB2209
 MB2209                          SUPERSEDED SURVEY CONTROL
 MB2209
 MB2209  NAD 83(1986)-  41 20 40.12517(N)    081 05 19.25287(W) AD(       ) 2
 MB2209  NAD 27      -  41 20 39.92548(N)    081 05 19.90426(W) AD(       ) 2
 MB2209  NGVD 29 (07/19/86)  350.5    (m)         1150.     (f) VERT ANG       
 MB2209
 MB2209.Superseded values are not recommended for survey control.
 MB2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2209.See file dsdata.txt to determine how the superseded data were derived.
 MB2209
 MB2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9258177002(NAD 83)
 MB2209_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2209+STABILITY: SURFACE MOTION
 MB2209
 MB2209  HISTORY     - Date     Condition        Report By
 MB2209  HISTORY     - 1977     MONUMENTED       OH-133
 MB2209
 MB2209                          STATION DESCRIPTION
 MB2209
 MB2209'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2209'THE STATION IS ABOUT 8-1/4 MILES SOUTHWEST OF MIDDLEFIELD,
 MB2209'3-3/4 MILES NORTHEAST OF HIRAM, 3 MILES NORTHWEST OF NELSON,
 MB2209'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2209'
 MB2209'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 305
 MB2209'AND 88 NORTH OF GARRETTSVILLE, GO NORTH ON STATE ROUTE 88 FOR
 MB2209'2.1 MILES TO AZIMUTH MARK 65 008 2 P CO ON THE RIGHT.  CONTINUE
 MB2209'NORTH ON STATE ROUTE 88 FOR 0.35 MILE TO THE STATION ON THE
 MB2209'LEFT AT A CURVE.  CONTINUE NORTHEAST 0.25 MILE TO
 MB2209'AZIMUTH MARK 65 008 3 P CO ON THE RIGHT NEAR THE NORTH PORTAGE
 MB2209'COUNTYLINE.
 MB2209'
 MB2209'STATION MARK, STAMPED---65-008-1 1977---, ARE PORTAGE COUNTY
 MB2209'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2209'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2209'SURFACE.  IT IS 93.6 FEET NORTHWEST OF POWER POLE NUMBER
 MB2209'45AK/11, 84.3 FEET NORTH OF BRACE POLE NUMBER 45AK/10, 76.9
 MB2209'FEET SOUTHWEST OF POWER POLE NUMBER 45AK/8, 69.8 FEET
 MB2209'SOUTHEAST OF GUY POLE NUMBER 45AK/31, AND 20.6 FEET WEST OF
 MB2209'THE CENTERLINE OF STATE ROUTE 88.  THE UNDERGROUND DISK IS SET
 MB2209'IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 MB2209'SURFACE.
 MB2209'
 MB2209'AZIMUTH MARK 65 008 2 P CO,
 MB2209'STAMPED---65-008-2 1977---, IS A PORTAGE COUNTY
 MB2209'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2209'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2209'92.4 FEET SOUTH OF POWER POLE NUMBER 45AK/18, 73.3 FEET
 MB2209'NORTHWEST OF THE SOUTHWEST CORNER AND 68.2 FEET SOUTHWEST OF
 MB2209'THE NORTHWEST CORNER OF A POLE BUILDING AT LOCUST GROVE FARMS,
 MB2209'47.2 FEET SOUTHEAST OF A 24-INCH MAPLE TREE, AND 22.2 FEET
 MB2209'EAST OF THE CENTERLINE OF STATE ROUTE 88.
 MB2209'
 MB2209'AZIMUTH MARK 65 008 3 P CO,
 MB2209'STAMPED---65-008-3 1977---, IS A PORTAGE COUNTY
 MB2209'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2209'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 140.4 FEET
 MB2209'WEST OF THE FIRST 8-INCH ASH TREE IN A EAST-WEST
 MB2209'TREE ROW, 71.6 FEET EAST OF A 12-INCH BUTTERNUT TREE, 64.7
 MB2209'SOUTHEAST OF A CORNER FENCE POST, 36.8 FEET NORTHEAST OF
 MB2209'POWER POLE NUMBER 45AK3, AND 28.1 FEET SOUTHEAST OF THE
 MB2209'CENTERLINE OF STATE ROUTE 88.
 MB2209'
 MB2209'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2209'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2209'
 MB2209'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2208 ***********************************************************************
 MB2208  DESIGNATION -  65 008 2 P CO
 MB2208  PID         -  MB2208
 MB2208  STATE/COUNTY-  OH/PORTAGE
 MB2208  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2208
 MB2208                         *CURRENT SURVEY CONTROL
 MB2208  ___________________________________________________________________
 MB2208* NAD 83(1995)-  41 20 22.58732(N)    081 05 18.96458(W)     ADJUSTED  
 MB2208* NAVD 88     -       365.     (meters)    1198.     (feet)  VERTCON   
 MB2208  ___________________________________________________________________
 MB2208  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 MB2208  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2208
 MB2208  HORZ ORDER  -  SECOND
 MB2208
 MB2208.The horizontal coordinates were established by classical geodetic methods
 MB2208.and adjusted by the National Geodetic Survey in April 1998..
 MB2208
 MB2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2208
 MB2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2208
 MB2208.The geoid height was determined by GEOID03.
 MB2208
 MB2208;                    North         East     Units Scale Factor Converg.
 MB2208;SPC OH N     -   186,730.609   718,125.671   MT  0.99995037   +0 55 38.0
 MB2208;UTM  17      - 4,576,461.627   492,586.875   MT  0.99960068   -0 03 30.7
 MB2208
 MB2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2208!SPC OH N     -   0.99994807  x   0.99995037  =   0.99989844
 MB2208!UTM  17      -   0.99994807  x   0.99960068  =   0.99954877
 MB2208
 MB2208                          SUPERSEDED SURVEY CONTROL
 MB2208
 MB2208  NAD 83(1986)-  41 20 22.59532(N)    081 05 18.96255(W) AD(       ) 2
 MB2208  NAD 27      -  41 20 22.39544(N)    081 05 19.61402(W) AD(       ) 2
 MB2208  NGVD 29 (07/19/86)  365.     (m)         1198.     (f) VERT ANG       
 MB2208
 MB2208.Superseded values are not recommended for survey control.
 MB2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2208.See file dsdata.txt to determine how the superseded data were derived.
 MB2208
 MB2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9258776462(NAD 83)
 MB2208_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2208+STABILITY: SURFACE MOTION
 MB2208
 MB2208  HISTORY     - Date     Condition        Report By
 MB2208  HISTORY     - 1977     MONUMENTED       OH-133
 MB2208
 MB2208                          STATION DESCRIPTION
 MB2208
 MB2208'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2208'THE STATION IS ABOUT 8-1/2 MILES SOUTHWEST OF
 MB2208'MIDDLEFIELD, 3-3/4 MILES NORTHEAST OF HIRAM, 2-3/4 MILES
 MB2208'NORTHWEST OF NELSON, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2208'
 MB2208'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 305
 MB2208'AND 88 NORTH OF GARRETTSVILLE, GO NORTH ON STATE ROUTE 88 FOR
 MB2208'2.1 MILES TO THE STATION ON THE RIGHT.
 MB2208'
 MB2208'STATION MARK, STAMPED---65-008-2 1977---, IS A PORTAGE COUNTY
 MB2208'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2208'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 92.4 FEET
 MB2208'SOUTH OF POWER POLE NUMBER 45 AK/18, 73.3 FEET NORTHWEST OF THE
 MB2208'SOUTHWEST CORNER AND 68.2 FEET SOUTHWEST OF THE NORTHWEST
 MB2208'CORNER OF A POLE BUILDING AT LOCUST GROVE FARMS, 47.2 FEET
 MB2208'SOUTHEAST OF A 24-INCH MAPLE TREE, AND 22.2 FEET EAST OF THE
 MB2208'CENTERLINE OF STATE ROUTE 88.
 MB2208'
 MB2208'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2208'LIGHT ABOVE STATION MARK WAS 1.4 METERS.  STATION 65 008 1 P CO
 MB2208'CAN BE USED AS AN AZIMUTH MARK.
 MB2208'
 MB2208'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2206 ***********************************************************************
 MB2206  DESIGNATION -  65 008 3
 MB2206  PID         -  MB2206
 MB2206  STATE/COUNTY-  OH/GEAUGA
 MB2206  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2206
 MB2206                         *CURRENT SURVEY CONTROL
 MB2206  ___________________________________________________________________
 MB2206* NAD 83(1995)-  41 20 51.07573(N)    081 05 09.70894(W)     ADJUSTED  
 MB2206* NAVD 88     -       353.     (meters)    1158.     (feet)  VERTCON   
 MB2206  ___________________________________________________________________
 MB2206  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 MB2206  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2206
 MB2206  HORZ ORDER  -  SECOND
 MB2206
 MB2206.The horizontal coordinates were established by classical geodetic methods
 MB2206.and adjusted by the National Geodetic Survey in April 1998..
 MB2206
 MB2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2206
 MB2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2206
 MB2206.The geoid height was determined by GEOID03.
 MB2206
 MB2206;                    North         East     Units Scale Factor Converg.
 MB2206;SPC OH N     -   187,612.807   718,326.583   MT  0.99995104   +0 55 44.1
 MB2206;UTM  17      - 4,577,339.930   492,802.859   MT  0.99960064   -0 03 24.6
 MB2206
 MB2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2206!SPC OH N     -   0.99994995  x   0.99995104  =   0.99990099
 MB2206!UTM  17      -   0.99994995  x   0.99960064  =   0.99955061
 MB2206
 MB2206                          SUPERSEDED SURVEY CONTROL
 MB2206
 MB2206  NAD 83(1986)-  41 20 51.08373(N)    081 05 09.70684(W) AD(       ) 2
 MB2206  NAD 27      -  41 20 50.88414(N)    081 05 10.35850(W) AD(       ) 2
 MB2206  NGVD 29 (07/19/86)  353.     (m)         1158.     (f) VERT ANG       
 MB2206
 MB2206.Superseded values are not recommended for survey control.
 MB2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2206.See file dsdata.txt to determine how the superseded data were derived.
 MB2206
 MB2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9280377340(NAD 83)
 MB2206_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2206_STAMPING: 65-008-3 1977
 MB2206_MARK LOGO: OH-133
 MB2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2206+STABILITY: SURFACE MOTION
 MB2206
 MB2206  HISTORY     - Date     Condition        Report By
 MB2206  HISTORY     - 1977     MONUMENTED       OH-133
 MB2206
 MB2206                          STATION DESCRIPTION
 MB2206
 MB2206'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2206'THE STATION IS ABOUT 8 MILES SOUTH WEST OF MIDDLEFIELD, 4 MILES
 MB2206'NORTHEAST OF HIRAM, 3-1/4 MILES NORTHWEST OF NELSON, AND ON
 MB2206'THE RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2206'
 MB2206'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 305
 MB2206'AND 88 NORTH OF GARRETTSVILLE, GO NORTH ON STATE ROUTE 88 FOR
 MB2206'2.7 MILES TO THE STATION ON THE RIGHT, NEAR THE NORTH PORTAGE
 MB2206'COUNTYLINE.
 MB2206'
 MB2206'STATION MARK, STAMPED,---65-008-3 1977---, IS A PORTAGE COUNTY
 MB2206'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2206'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 140.4 FEET
 MB2206'WEST OF THE FIRST 8-INCH ASH TREE IN A EAST-WEST TREE ROW, 71.7
 MB2206'FEET EAST OF A 12-INCH BUTTERNUT TREE, 64.7 FEET SOUTHEAST OF
 MB2206'A CORNER FENCE POST, 36.8 FEET NORTHEAST OF POWER POLE
 MB2206'NUMBER 45AK3, AND 28.1 FEET SOUTHEAST OF THE CENTERLINE OF
 MB2206'STATE ROUTE 88.
 MB2206'
 MB2206'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2206'LIGHT ABOVE STATION MARK WAS 1.6 METERS.  STATION 65 008 1 P CO
 MB2206'CAN BE USED AS AN AZIMUTH MARK.
 MB2206'
 MB2206'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2200 ***********************************************************************
 MB2200  DESIGNATION -  65 009 1 P CO
 MB2200  PID         -  MB2200
 MB2200  STATE/COUNTY-  OH/PORTAGE
 MB2200  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2200
 MB2200                         *CURRENT SURVEY CONTROL
 MB2200  ___________________________________________________________________
 MB2200* NAD 83(1995)-  41 16 48.74308(N)    081 04 14.85875(W)     ADJUSTED  
 MB2200* NAVD 88     -       302.4    (meters)     992.     (feet)  VERTCON   
 MB2200  ___________________________________________________________________
 MB2200  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 MB2200  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2200
 MB2200  HORZ ORDER  -  SECOND
 MB2200
 MB2200.The horizontal coordinates were established by classical geodetic methods
 MB2200.and adjusted by the National Geodetic Survey in April 1998..
 MB2200
 MB2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2200
 MB2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2200
 MB2200.The geoid height was determined by GEOID03.
 MB2200
 MB2200;                    North         East     Units Scale Factor Converg.
 MB2200;SPC OH N     -   180,159.019   719,723.991   MT  0.99994600   +0 56 20.1
 MB2200;UTM  17      - 4,569,865.807   494,071.394   MT  0.99960043   -0 02 48.1
 MB2200
 MB2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2200!SPC OH N     -   0.99995785  x   0.99994600  =   0.99990386
 MB2200!UTM  17      -   0.99995785  x   0.99960043  =   0.99955830
 MB2200
 MB2200|---------------------------------------------------------------------|
 MB2200| PID    Reference Object                     Distance      Geod. Az  |
 MB2200|                                                           dddmmss.s |
 MB2200| MB2201 65 009 2 P CO                       290.903 METERS 27020     |
 MB2200| MB2202 RINEAR                              APPROX. 2.9 KM 3504544.3 |
 MB2200|---------------------------------------------------------------------|
 MB2200
 MB2200                          SUPERSEDED SURVEY CONTROL
 MB2200
 MB2200  NAD 83(1986)-  41 16 48.74999(N)    081 04 14.85658(W) AD(       ) 2
 MB2200  NAD 27      -  41 16 48.54944(N)    081 04 15.51341(W) AD(       ) 2
 MB2200  NGVD 29 (07/19/86)  302.6    (m)          993.     (f) VERT ANG       
 MB2200
 MB2200.Superseded values are not recommended for survey control.
 MB2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2200.See file dsdata.txt to determine how the superseded data were derived.
 MB2200
 MB2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9407169866(NAD 83)
 MB2200_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2200+STABILITY: SURFACE MOTION
 MB2200
 MB2200  HISTORY     - Date     Condition        Report By
 MB2200  HISTORY     - 1977     MONUMENTED       OH-133
 MB2200
 MB2200                          STATION DESCRIPTION
 MB2200
 MB2200'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2200'THE STATION IS ABOUT 3-1/2 MILES NORTHWEST OF WINDHAM, 2-1/4
 MB2200'MILES SOUTHWEST OF NELSON, 1-1/4 MILES EAST OF GARRETTSVILLE,
 MB2200'AND ON THE RIGHT-OF-WAY OF PIERCE ROAD, TOWNSHIP HIGHWAY 292.
 MB2200'
 MB2200'TO REACH THE STATION FROM GARRETTSVILLE AT THE
 MB2200'INTERSECTION OF STATE ROUTES 88 AND 82, GO SOUTHEAST ON STATE
 MB2200'ROUTE 82 FOR 1.3 MILES TO THE T-INTERSECTION OF BROSIUS ROAD,
 MB2200'TOWNSHIP HIGHWAY 289.  TURN LEFT AND GO NORTH ON BROSIUS ROAD
 MB2200'FOR 0.7 MILE TO THE T-INTERSECTION OF PIERCE ROAD.  TURN RIGHT
 MB2200'AND GO EAST ON PIERCE ROAD FOR 0.45 MILE TO THE STATION ON THE
 MB2200'LEFT.
 MB2200'
 MB2200'STATION MARKS, STAMPED---65-009-1 1977---, ARE PORTAGE COUNTY
 MB2200'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2200'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2200'SURFACE.  IT IS 166.7 FEET NORTHEAST OF A 10-INCH ASH TREE,
 MB2200'159.0 FEET WEST OF A 12-INCH MAPLE TREE, 33.3 FEET
 MB2200'NORTH-NORTHWEST OF A FENCE POST, AND 15.0 FEET NORTH OF THE
 MB2200'CENTERLINE OF PIERCE ROAD.  THE UNDERGROUND DISK IS SET IN AN
 MB2200'IRREGULAR MASS OF CENCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2200'SURFACE.
 MB2200'
 MB2200'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2200'LIGHT ABOVE STATION MARK WAS 1.6 METERS.  STATION 65 009 2 P CO
 MB2200'CAN BE USED AS AN AZIMUTH MARK.
 MB2200'
 MB2200'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2201 ***********************************************************************
 MB2201  DESIGNATION -  65 009 2 P CO
 MB2201  PID         -  MB2201
 MB2201  STATE/COUNTY-  OH/PORTAGE
 MB2201  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2201
 MB2201                         *CURRENT SURVEY CONTROL
 MB2201  ___________________________________________________________________
 MB2201* NAD 83(1995)-  41 16 48.79659(N)    081 04 27.35890(W)     ADJUSTED  
 MB2201* NAVD 88     -       307.3    (meters)    1008.     (feet)  VERTCON   
 MB2201  ___________________________________________________________________
 MB2201  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 MB2201  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2201
 MB2201  HORZ ORDER  -  SECOND
 MB2201
 MB2201.The horizontal coordinates were established by classical geodetic methods
 MB2201.and adjusted by the National Geodetic Survey in April 1998..
 MB2201
 MB2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2201
 MB2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2201
 MB2201.The geoid height was determined by GEOID03.
 MB2201
 MB2201;                    North         East     Units Scale Factor Converg.
 MB2201;SPC OH N     -   180,155.908   719,433.119   MT  0.99994600   +0 56 11.9
 MB2201;UTM  17      - 4,569,867.700   493,780.613   MT  0.99960048   -0 02 56.4
 MB2201
 MB2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2201!SPC OH N     -   0.99995709  x   0.99994600  =   0.99990309
 MB2201!UTM  17      -   0.99995709  x   0.99960048  =   0.99955758
 MB2201
 MB2201|---------------------------------------------------------------------|
 MB2201| PID    Reference Object                     Distance      Geod. Az  |
 MB2201|                                                           dddmmss.s |
 MB2201| MB2200 65 009 1 P CO                       290.903 METERS 09019     |
 MB2201| MB2204 65 009 3 P CO                       437.796 METERS 2681040.3 |
 MB2201|---------------------------------------------------------------------|
 MB2201
 MB2201                          SUPERSEDED SURVEY CONTROL
 MB2201
 MB2201  NAD 83(1986)-  41 16 48.80354(N)    081 04 27.35681(W) AD(       ) 2
 MB2201  NAD 27      -  41 16 48.60300(N)    081 04 28.01315(W) AD(       ) 2
 MB2201  NGVD 29 (07/19/86)  307.5    (m)         1009.     (f) VERT ANG       
 MB2201
 MB2201.Superseded values are not recommended for survey control.
 MB2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2201.See file dsdata.txt to determine how the superseded data were derived.
 MB2201
 MB2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9378169868(NAD 83)
 MB2201_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2201_SETTING: 66 = SET IN ROCK OUTCROP
 MB2201_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MB2201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB2201+STABILITY: POSITION/ELEVATION WELL
 MB2201
 MB2201  HISTORY     - Date     Condition        Report By
 MB2201  HISTORY     - 1977     MONUMENTED       OH-133
 MB2201
 MB2201                          STATION DESCRIPTION
 MB2201
 MB2201'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2201'THE STATION IS ABOUT 3-1/2 MILES NORTHWEST OF WINDHAM, 2-1/2
 MB2201'MILES SOUTHWEST OF NELSON, 1-1/4 MILES EAST OF
 MB2201'GARRETTSVILLE, AND ON THE RIGHT-OF-WAY OF PIERCE ROAD, TOWNSHIP
 MB2201'HIGHWAY 292.
 MB2201'
 MB2201'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2201'AND 88 IN GARRETTSVILLE, GO
 MB2201'SOUTHEAST ON STATE ROUTE 82 FOR 1.45 MILES TO THE
 MB2201'INTERSECTION OF BROSIUS ROAD,
 MB2201'TOWNSHIP HIGHWAY 289.  TURN LEFT AND GO NORTH ON BROSIUS ROAD
 MB2201'FOR 0.65 MILE TO THE T-INTERSECTION OF PIERCE ROAD AND AZIMUTH
 MB2201'MARK 65 009 3 P CO ON THE SOUTHEAST CORNER OF THE INTERSECTION.
 MB2201'TURN RIGHT AND GO WEST ON PIERCE ROAD FOR 0.3 MILE TO THE
 MB2201'STATION ON THE LEFT.
 MB2201'
 MB2201'STATION MARK, STAMPED---65-009-2 1977---, IS A PORTAGE COUNTY
 MB2201'BRASS DISK SET IN A DRILL HOLE IN SANDSTONE AND ABOUT
 MB2201'24 INCHES BELOW THE GROUND SURFACE.  IT IS 57.5 FEET NORTHWEST
 MB2201'OF A 4-INCH SYCAMORE TREE, 20.4 FEET SOUTHEAST OF A SPIKE
 MB2201'IN A 4-INCH TRIPLE TRUNKED MAPLE TREE, 16.7 FEET NORTH OF THE
 MB2201'CENTERLINE OF PIERCE ROAD, AND 9.6 FEET SOUTH OF A SPIKE IN
 MB2201'A 4-INCH TWIN TRUNKED MAPLE TREE.
 MB2201'
 MB2201'AZIMUTH MARK 65 009 3 P CO, STAMPED---65-009-3 1977---, IS A
 MB2201'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2201'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2201'SURFACE.  IT IS 111.2 FEET NORTHEAST OF THE NORTHEAST CORNER
 MB2201'OF A TWO STORY FRAME HOUSE, 62.7 FEET SOUTH OF POWER POLE
 MB2201'NUMBER 41AK9/49, 31.7 FEET SOUTH OF THE CENTERLINE OF PIERCE
 MB2201'ROAD, 21.4 FEET EAST OF THE CENTERLINE OF BROSIUS ROAD, AND 9.0
 MB2201'FEET NORTHWEST OF POWER POLE NUMBER 49AK4/16.
 MB2201'
 MB2201'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2201'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2201'STATION 65 009 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2201'
 MB2201'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2204 ***********************************************************************
 MB2204  DESIGNATION -  65 009 3 P CO
 MB2204  PID         -  MB2204
 MB2204  STATE/COUNTY-  OH/PORTAGE
 MB2204  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2204
 MB2204                         *CURRENT SURVEY CONTROL
 MB2204  ___________________________________________________________________
 MB2204* NAD 83(1995)-  41 16 48.34493(N)    081 04 46.16179(W)     ADJUSTED  
 MB2204* NAVD 88     -       310.     (meters)    1017.     (feet)  VERTCON   
 MB2204  ___________________________________________________________________
 MB2204  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 MB2204  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2204
 MB2204  HORZ ORDER  -  SECOND
 MB2204
 MB2204.The horizontal coordinates were established by classical geodetic methods
 MB2204.and adjusted by the National Geodetic Survey in April 1998..
 MB2204
 MB2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2204
 MB2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2204
 MB2204.The geoid height was determined by GEOID03.
 MB2204
 MB2204;                    North         East     Units Scale Factor Converg.
 MB2204;SPC OH N     -   180,134.838   718,995.854   MT  0.99994599   +0 55 59.5
 MB2204;UTM  17      - 4,569,854.159   493,343.201   MT  0.99960055   -0 03 08.8
 MB2204
 MB2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2204!SPC OH N     -   0.99995669  x   0.99994599  =   0.99990268
 MB2204!UTM  17      -   0.99995669  x   0.99960055  =   0.99955726
 MB2204
 MB2204                          SUPERSEDED SURVEY CONTROL
 MB2204
 MB2204  NAD 83(1986)-  41 16 48.35196(N)    081 04 46.15970(W) AD(       ) 2
 MB2204  NAD 27      -  41 16 48.15145(N)    081 04 46.81543(W) AD(       ) 2
 MB2204  NGVD 29 (07/19/86)  310.     (m)         1017.     (f) VERT ANG       
 MB2204
 MB2204.Superseded values are not recommended for survey control.
 MB2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2204.See file dsdata.txt to determine how the superseded data were derived.
 MB2204
 MB2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9334369854(NAD 83)
 MB2204_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2204+STABILITY: SURFACE MOTION
 MB2204
 MB2204  HISTORY     - Date     Condition        Report By
 MB2204  HISTORY     - 1977     MONUMENTED       OH-133
 MB2204
 MB2204                          STATION DESCRIPTION
 MB2204
 MB2204'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2204'THE STATION IS ABOUT 3-1/2 MILES NORTHWEST OF WINDHAM, 2-1/2
 MB2204'MILES SOUTHWEST OF NELSON, 1-1/4 MILES EAST OF
 MB2204'GARRETTSVILLE, AND ON THE RIGHT-OF-WAY OF PIERCE ROAD, TOWNSHIP
 MB2204'HIGHWAY 292.
 MB2204'
 MB2204'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2204'AND 88 IN GARRETTSVILLE, GO
 MB2204'SOUTHEAST ON STATE ROUTE 82 FOR 1.45 MILES TO THE
 MB2204'INTERSECTION OF BROSIUS
 MB2204'ROAD, TOWNSHIP HIGHWAY 289.  TURN LEFT AND GO NORTH ON BROSIUS
 MB2204'ROAD FOR 0.65 MILE TO THE T-INTERSECTION OF PIERCE ROAD AND
 MB2204'THE STATION ON THE SOUTHEAST CORNER OF THE INTERSECTION.
 MB2204'
 MB2204'STATION MARK, STAMPED---65-009-3 1977---, IS A PORTAGE COUNTY
 MB2204'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2204'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 111.2 FEET
 MB2204'NORTHEAST OF THE NORTHEAST CORNER OF A TWO STORY FRAME HOUSE,
 MB2204'62.7 FEET
 MB2204'SOUTH OF POWER POLE NUMBER 41AK9/49, 31.7 FEET SOUTH OF THE
 MB2204'CENTERLINE OF PIERCE ROAD, 21.4 FEET EAST OF THE CENTERLINE OF
 MB2204'BROSIUS ROAD, AND 9.0 FEET NORTHWEST OF POWER POLE NUMBER
 MB2204'49AK4/16.
 MB2204'
 MB2204'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2204'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2204'STATION 65 009 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2204'
 MB2204'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2197 ***********************************************************************
 MB2197  DESIGNATION -  65 018 1 P CO
 MB2197  PID         -  MB2197
 MB2197  STATE/COUNTY-  OH/PORTAGE
 MB2197  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2197
 MB2197                         *CURRENT SURVEY CONTROL
 MB2197  ___________________________________________________________________
 MB2197* NAD 83(1995)-  41 18 37.06101(N)    081 03 38.86792(W)     ADJUSTED  
 MB2197* NAVD 88     -       322.9    (meters)    1059.     (feet)  VERTCON   
 MB2197  ___________________________________________________________________
 MB2197  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MB2197  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2197
 MB2197  HORZ ORDER  -  SECOND
 MB2197
 MB2197.The horizontal coordinates were established by classical geodetic methods
 MB2197.and adjusted by the National Geodetic Survey in April 1998..
 MB2197
 MB2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2197
 MB2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2197
 MB2197.The geoid height was determined by GEOID03.
 MB2197
 MB2197;                    North         East     Units Scale Factor Converg.
 MB2197;SPC OH N     -   183,513.755   720,506.260   MT  0.99994808   +0 56 43.7
 MB2197;UTM  17      - 4,573,205.433   494,910.963   MT  0.99960032   -0 02 24.5
 MB2197
 MB2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2197!SPC OH N     -   0.99995464  x   0.99994808  =   0.99990272
 MB2197!UTM  17      -   0.99995464  x   0.99960032  =   0.99955498
 MB2197
 MB2197|---------------------------------------------------------------------|
 MB2197| PID    Reference Object                     Distance      Geod. Az  |
 MB2197|                                                           dddmmss.s |
 MB2197| MB2199 65 021 1 P CO                       363.500 METERS 27248     |
 MB2197| MB2198 65 021 2 P CO                       380.827 METERS 34131     |
 MB2197|---------------------------------------------------------------------|
 MB2197
 MB2197                          SUPERSEDED SURVEY CONTROL
 MB2197
 MB2197  NAD 83(1986)-  41 18 37.06830(N)    081 03 38.86453(W) AD(       ) 2
 MB2197  NAD 27      -  41 18 36.86813(N)    081 03 39.52249(W) AD(       ) 2
 MB2197  NGVD 29 (07/19/86)  323.1    (m)         1060.     (f) VERT ANG       
 MB2197
 MB2197.Superseded values are not recommended for survey control.
 MB2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2197.See file dsdata.txt to determine how the superseded data were derived.
 MB2197
 MB2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9491173205(NAD 83)
 MB2197_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2197+STABILITY: SURFACE MOTION
 MB2197
 MB2197  HISTORY     - Date     Condition        Report By
 MB2197  HISTORY     - 1977     MONUMENTED       OH-133
 MB2197
 MB2197                          STATION DESCRIPTION
 MB2197
 MB2197'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2197'THE STATION IS ABOUT 5-1/2 MILES NORTH OF WINDHAM, 4-1/4 MILES
 MB2197'EAST OF HIRAM, 3/4 MILE WEST OF NELSON, AND ON THE
 MB2197'RIGHT-OF-WAY OF STATE ROUTE 305.
 MB2197'
 MB2197'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 305
 MB2197'AND PARKMAN ROAD, COUNTY HIGHWAY 299, AT NELSON, GO WEST ON
 MB2197'STATE ROUTE 305 FOR 0.6 MILE TO THE STATION ON THE LEFT.
 MB2197'CONTINUE WEST ON STATE ROUTE 305 FOR 300 FEET TO THE
 MB2197'T-INTERSECTION OF PRENTISS ROAD, TOWNSHIP HIGHWAY 290.  (TURN
 MB2197'RIGHT AND GO NORTH ON PRENTISS ROAD FOR 0.2 MILE TO AZIMUTH
 MB2197'MARK 65 021 2 P CO ON THE LEFT).
 MB2197'CONTINUE WEST ON STATE ROUTE 305 FOR
 MB2197'0.2 MILE TO THE AZIMUTH MARK 65 021 1 P CO ON THE RIGHT.
 MB2197'
 MB2197'STATION MARKS, STAMPED---65-018-1 1977---, ARE PORTAGE COUNTY
 MB2197'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2197'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2197'SURFACE.  IT IS 169.3 FEET NORTHWEST OF TELEPHONE AND POWER
 MB2197'POLE NUMBER 47AH2/30, 166.5 FEET SOUTHWEST OF THE SOUTHWEST OF
 MB2197'CORNER OF THE CORNER HOUSE, JUST EAST OF THE INTERSECTION OF
 MB2197'PRENTISS ROAD, 120.0 FEET NORTHEAST OF A 4-INCH MAPLE TREE,
 MB2197'81.8 FEET NORTH-NORTHEAST OF A 6-INCH MAPLE TREE, AND 18.0
 MB2197'FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 305.  THE
 MB2197'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2197'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2197'
 MB2197'AZIMUTH MARK 65 021 2 P CO, STAMPED---65 021 2 1977---, IS A
 MB2197'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2197'CYLINDRICAL CONCRETE POST THAT IS 12 INCHES BELOW THE
 MB2197'GROUND SURFACE.  IT IS 118.7 FEET NORTHWEST OF A 10-INCH MAPLE
 MB2197'TREE, 110.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 MB2197'ADDRESS NUMBER 35X, 51.9 FEET SOUTHWEST OF A 12-INCH MAPLE
 MB2197'TREE, 29.3 FEET SOUTHEAST OF POWER POLE NUMBER 47AJ1/6,
 MB2197'AND 25.8 FEET WEST OF THE CENTERLINE OF PRENTISS ROAD.
 MB2197'
 MB2197'AZIMUTH MARK 65 021 1 P CO, STAMPED---65-021-1 1977---, IS A
 MB2197'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2197'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2197'SURFACE.  IT IS 112.7 FEET EAST OF AN 8-INCH MAPLE TREE, 67.5
 MB2197'FEET NORTHEAST OF A 30-INCH MAPLE TREE, 21.4 FEET NORTH OF THE
 MB2197'CENTERLINE OF STATE ROUTE 305, AND 12.5 FEET WEST-SOUTHWEST OF
 MB2197'A 30-INCH MAPLE TREE.
 MB2197'
 MB2197'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2197'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 65 022 1 P CO
 MB2197'CAN BE USED AS AN AZIMUTH MARK.
 MB2197'
 MB2197'DESCRIBED F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2193 ***********************************************************************
 MB2193  DESIGNATION -  65 020 1 P CO
 MB2193  PID         -  MB2193
 MB2193  STATE/COUNTY-  OH/PORTAGE
 MB2193  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2193
 MB2193                         *CURRENT SURVEY CONTROL
 MB2193  ___________________________________________________________________
 MB2193* NAD 83(1995)-  41 18 24.23449(N)    081 03 03.58512(W)     ADJUSTED  
 MB2193* NAVD 88     -       328.8    (meters)    1079.     (feet)  VERTCON   
 MB2193  ___________________________________________________________________
 MB2193  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 MB2193  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB2193
 MB2193  HORZ ORDER  -  SECOND
 MB2193
 MB2193.The horizontal coordinates were established by classical geodetic methods
 MB2193.and adjusted by the National Geodetic Survey in April 1998..
 MB2193
 MB2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2193
 MB2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2193
 MB2193.The geoid height was determined by GEOID03.
 MB2193
 MB2193;                    North         East     Units Scale Factor Converg.
 MB2193;SPC OH N     -   183,131.721   721,333.390   MT  0.99994782   +0 57 06.9
 MB2193;UTM  17      - 4,572,809.365   495,731.114   MT  0.99960022   -0 02 01.2
 MB2193
 MB2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2193!SPC OH N     -   0.99995372  x   0.99994782  =   0.99990154
 MB2193!UTM  17      -   0.99995372  x   0.99960022  =   0.99955396
 MB2193
 MB2193|---------------------------------------------------------------------|
 MB2193| PID    Reference Object                     Distance      Geod. Az  |
 MB2193|                                                           dddmmss.s |
 MB2193| MB2191 65 022 1 P CO                       395.962 METERS 00029     |
 MB2193| MB2192 65 030 3 P CO                       APPROX. 0.5 KM 1794628.0 |
 MB2193|---------------------------------------------------------------------|
 MB2193
 MB2193                          SUPERSEDED SURVEY CONTROL
 MB2193
 MB2193  NAD 83(1986)-  41 18 24.24166(N)    081 03 03.58172(W) AD(       ) 2
 MB2193  NAD 27      -  41 18 24.04135(N)    081 03 04.24105(W) AD(       ) 2
 MB2193  NGVD 29 (07/19/86)  329.0    (m)         1079.     (f) VERT ANG       
 MB2193
 MB2193.Superseded values are not recommended for survey control.
 MB2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2193.See file dsdata.txt to determine how the superseded data were derived.
 MB2193
 MB2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9573172809(NAD 83)
 MB2193_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2193+STABILITY: SURFACE MOTION
 MB2193
 MB2193  HISTORY     - Date     Condition        Report By
 MB2193  HISTORY     - 1977     MONUMENTED       OH-133
 MB2193
 MB2193                          STATION DESCRIPTION
 MB2193
 MB2193'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2193'THE STATION IS ABOUT 5 MILES EAST OF HIRAM, 5 MILES NORTH OF
 MB2193'WINDHAM, 1/4 MILE SOUTH OF NELSON, AND ON THE RIGHT-OF-WAY OF
 MB2193'PARKMAN ROAD, COUNTY HIGHWAY 299.
 MB2193'
 MB2193'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 305
 MB2193'AND PARKMAN ROAD AT NELSON, GO SOUTH ON PARKMAN ROAD
 MB2193'FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 MB2193'
 MB2193'STATION MARK, STAMPED---65-020-1 1977---, IS A PORTAGE COUNTY
 MB2193'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2193'POST THAT IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS 79.7
 MB2193'FEET SOUTHWEST OF THE CENTER OF A LARGE 4-FOOT DIAMETER STONE,
 MB2193'57.7 FEET NORTHWEST OF UNDERGROUND CABLE CROSSING WARNING POLE
 MB2193'NUMBER 191, 50.2 FEET NORTH OF UNDERGROUND CABLE CROSSING
 MB2193'WARNING POLE NUMBER 192, 38.5 FEET SOUTHEAST OF A 14-INCH MAPLE
 MB2193'TREE, 17.4 FEET EAST-SOUTHEAST OF A 10-INCH MAPLE TREE, AND
 MB2193'11.6 FEET WEST OF THE CENTERLINE OF PARKMAN ROAD.
 MB2193'
 MB2193'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2193'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2193'STATIONS 65 030 3 P CO AND 65 022 1 P CO CAN BE USED AS AZIMUTH
 MB2193'MARKS.
 MB2193'
 MB2193'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2199 ***********************************************************************
 MB2199  DESIGNATION -  65 021 1 P CO
 MB2199  PID         -  MB2199
 MB2199  STATE/COUNTY-  OH/PORTAGE
 MB2199  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2199
 MB2199                         *CURRENT SURVEY CONTROL
 MB2199  ___________________________________________________________________
 MB2199* NAD 83(1995)-  41 18 37.63689(N)    081 03 54.47633(W)     ADJUSTED  
 MB2199* NAVD 88     -       326.     (meters)    1070.     (feet)  VERTCON   
 MB2199  ___________________________________________________________________
 MB2199  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 MB2199  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2199
 MB2199  HORZ ORDER  -  SECOND
 MB2199
 MB2199.The horizontal coordinates were established by classical geodetic methods
 MB2199.and adjusted by the National Geodetic Survey in April 1998..
 MB2199
 MB2199.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2199
 MB2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2199
 MB2199.The geoid height was determined by GEOID03.
 MB2199
 MB2199;                    North         East     Units Scale Factor Converg.
 MB2199;SPC OH N     -   183,525.536   720,142.970   MT  0.99994809   +0 56 33.5
 MB2199;UTM  17      - 4,573,223.455   494,548.056   MT  0.99960037   -0 02 34.8
 MB2199
 MB2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2199!SPC OH N     -   0.99995419  x   0.99994809  =   0.99990228
 MB2199!UTM  17      -   0.99995419  x   0.99960037  =   0.99955457
 MB2199
 MB2199                          SUPERSEDED SURVEY CONTROL
 MB2199
 MB2199  NAD 83(1986)-  41 18 37.64422(N)    081 03 54.47294(W) AD(       ) 2
 MB2199  NAD 27      -  41 18 37.44406(N)    081 03 55.13039(W) AD(       ) 2
 MB2199  NGVD 29 (07/19/86)  326.     (m)         1070.     (f) VERT ANG       
 MB2199
 MB2199.Superseded values are not recommended for survey control.
 MB2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2199.See file dsdata.txt to determine how the superseded data were derived.
 MB2199
 MB2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9454873223(NAD 83)
 MB2199_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2199+STABILITY: SURFACE MOTION
 MB2199
 MB2199  HISTORY     - Date     Condition        Report By
 MB2199  HISTORY     - 1977     MONUMENTED       OH-133
 MB2199
 MB2199                          STATION DESCRIPTION
 MB2199
 MB2199'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2199'THE STATION IS ABOUT 5-1/2 MILES NORTH OF WINDHAM, 4-1/4 MILES
 MB2199'EAST OF HIRAM, 3/4 MILE WEST OF NELSON, AND ON THE
 MB2199'RIGHT-OF-WAY OF STATE ROUTE 305.
 MB2199'
 MB2199'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 305
 MB2199'AND PARKMAN ROAD, COUNTY HIGHWAY 299, AT NELSON, GO WEST ON
 MB2199'STATE ROUTE 305 FOR 0.7 MILE TO THE T-INTERSECTION OF PRENTISS
 MB2199'ROAD, TOWNSHIP HIGHWAY 290.  CONTINUE WEST ON
 MB2199'STATE ROUTE 305 FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 MB2199'
 MB2199'STATION MARK, STAMPED---65-021-1 1977---, IS A PORTAGE COUNTY
 MB2199'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2199'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 112.7 FEET
 MB2199'EAST OF AN 8-INCH MAPLE TREE, 67.5 FEET NORTHEAST OF A 30-INCH
 MB2199'MAPLE TREE, 21.4 FEET NORTH OF THE CENTERLINE OF STATE ROUTE
 MB2199'305, AND 12.5 FEET WEST SOUTHWEST OF A 30-INCH MAPLE TREE.
 MB2199'
 MB2199'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2199'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 65 018 1 P CO
 MB2199'CAN BE USED AS AN AZIMUTH MARK.
 MB2199'
 MB2199'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2198 ***********************************************************************
 MB2198  DESIGNATION -  65 021 2 P CO
 MB2198  PID         -  MB2198
 MB2198  STATE/COUNTY-  OH/PORTAGE
 MB2198  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2198
 MB2198                         *CURRENT SURVEY CONTROL
 MB2198  ___________________________________________________________________
 MB2198* NAD 83(1995)-  41 18 48.76920(N)    081 03 44.05647(W)     ADJUSTED  
 MB2198* NAVD 88     -       334.     (meters)    1096.     (feet)  VERTCON   
 MB2198  ___________________________________________________________________
 MB2198  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 MB2198  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2198
 MB2198  HORZ ORDER  -  SECOND
 MB2198
 MB2198.The horizontal coordinates were established by classical geodetic methods
 MB2198.and adjusted by the National Geodetic Survey in April 1998..
 MB2198
 MB2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2198
 MB2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2198
 MB2198.The geoid height was determined by GEOID03.
 MB2198
 MB2198;                    North         East     Units Scale Factor Converg.
 MB2198;SPC OH N     -   183,872.895   720,379.639   MT  0.99994832   +0 56 40.3
 MB2198;UTM  17      - 4,573,566.571   494,790.580   MT  0.99960033   -0 02 27.9
 MB2198
 MB2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2198!SPC OH N     -   0.99995293  x   0.99994832  =   0.99990125
 MB2198!UTM  17      -   0.99995293  x   0.99960033  =   0.99955328
 MB2198
 MB2198                          SUPERSEDED SURVEY CONTROL
 MB2198
 MB2198  NAD 83(1986)-  41 18 48.77651(N)    081 03 44.05303(W) AD(       ) 2
 MB2198  NAD 27      -  41 18 48.57646(N)    081 03 44.71082(W) AD(       ) 2
 MB2198  NGVD 29 (07/19/86)  334.     (m)         1096.     (f) VERT ANG       
 MB2198
 MB2198.Superseded values are not recommended for survey control.
 MB2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2198.See file dsdata.txt to determine how the superseded data were derived.
 MB2198
 MB2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9479173567(NAD 83)
 MB2198_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2198+STABILITY: SURFACE MOTION
 MB2198
 MB2198  HISTORY     - Date     Condition        Report By
 MB2198  HISTORY     - 1977     MONUMENTED       OH-133
 MB2198
 MB2198                          STATION DESCRIPTION
 MB2198
 MB2198'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2198'THE STATION IS ABOUT 5-1/2 MILES NORTH OF WINDHAM, 4-1/4 MILES
 MB2198'EAST OF HIRAM, 3/4 MILE WEST OF NELSON, AND ON THE
 MB2198'RIGHT-OF-WAY OF STATE ROUTE 305.
 MB2198'
 MB2198'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 305
 MB2198'AND PARKMAN ROAD, COUNTY HIGHWAY 299, AT NELSON, GO WEST ON
 MB2198'STATE ROUTE 305 FOR 0.7 MILE TO THE T-INTERSECTION OF PRENTISS
 MB2198'ROAD, TOWNSHIP HIGHWAY 290.  TURN RIGHT AND GO NORTH ON
 MB2198'PRENTISS ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 MB2198'
 MB2198'STATION MARK, STAMPED---65-021-2 1977---, IS A PORTAGE COUNTY
 MB2198'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2198'POST THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2198'118.7 FEET NORTHWEST OF A 10-INCH MAPLE TREE, 110.6 FEET
 MB2198'NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, ADDRESS NUMBER 35X,
 MB2198'51.9 FEET SOUTHWEST OF A 12-INCH MAPLE TREE, 29.3 FEET
 MB2198'SOUTHEAST OF POWER POLE NUMBER 47AJ1/6, AND 25.8 FEET WEST OF
 MB2198'THE CENTERLINE OF PRENTISS ROAD.
 MB2198'
 MB2198'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2198'LIGHT ABOVE STATION MARK WAS 1.7 METERS.  STATION 65 018 1 P CO
 MB2198'CAN BE USED AS AN AZIMUTH MARK.
 MB2198'
 MB2198'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2191 ***********************************************************************
 MB2191  DESIGNATION -  65 022 1 P CO
 MB2191  PID         -  MB2191
 MB2191  STATE/COUNTY-  OH/PORTAGE
 MB2191  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2191
 MB2191                         *CURRENT SURVEY CONTROL
 MB2191  ___________________________________________________________________
 MB2191* NAD 83(1995)-  41 18 37.06910(N)    081 03 03.44061(W)     ADJUSTED  
 MB2191* NAVD 88     -       326.6    (meters)    1072.     (feet)  VERTCON   
 MB2191  ___________________________________________________________________
 MB2191  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 MB2191  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB2191
 MB2191  HORZ ORDER  -  SECOND
 MB2191
 MB2191.The horizontal coordinates were established by classical geodetic methods
 MB2191.and adjusted by the National Geodetic Survey in April 1998..
 MB2191
 MB2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2191
 MB2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2191
 MB2191.The geoid height was determined by GEOID03.
 MB2191
 MB2191;                    North         East     Units Scale Factor Converg.
 MB2191;SPC OH N     -   183,527.649   721,330.173   MT  0.99994808   +0 57 07.0
 MB2191;UTM  17      - 4,573,205.152   495,734.706   MT  0.99960022   -0 02 01.1
 MB2191
 MB2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2191!SPC OH N     -   0.99995406  x   0.99994808  =   0.99990214
 MB2191!UTM  17      -   0.99995406  x   0.99960022  =   0.99955430
 MB2191
 MB2191|---------------------------------------------------------------------|
 MB2191| PID    Reference Object                     Distance      Geod. Az  |
 MB2191|                                                           dddmmss.s |
 MB2191| MB2182 65 031 1 P CO                       354.152 METERS 09157     |
 MB2191| MB2193 65 020 1 P CO                       395.962 METERS 18029     |
 MB2191|---------------------------------------------------------------------|
 MB2191
 MB2191                          SUPERSEDED SURVEY CONTROL
 MB2191
 MB2191  NAD 83(1986)-  41 18 37.07629(N)    081 03 03.43712(W) AD(       ) 2
 MB2191  NAD 27      -  41 18 36.87609(N)    081 03 04.09639(W) AD(       ) 2
 MB2191  NGVD 29 (07/19/86)  326.8    (m)         1072.     (f) VERT ANG       
 MB2191
 MB2191.Superseded values are not recommended for survey control.
 MB2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2191.See file dsdata.txt to determine how the superseded data were derived.
 MB2191
 MB2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9573573205(NAD 83)
 MB2191_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2191+STABILITY: SURFACE MOTION
 MB2191
 MB2191  HISTORY     - Date     Condition        Report By
 MB2191  HISTORY     - 1977     MONUMENTED       OH-133
 MB2191
 MB2191                          STATION DESCRIPTION
 MB2191
 MB2191'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2191'THE STATION IS ABOUT 5-1/2 MILES NORTH OF WINDHAM, 5
 MB2191'MILES EAST OF HIRAM, 3 MILES NORTHEAST OF GARRETTSVILLE, AND ON
 MB2191'THE RIGHT-OF-WAY OF STATE ROUTE 305.
 MB2191'
 MB2191'THE STATION IS IN NELSON IN THE MIDDLE OF THE TRAFFIC CIRCLE
 MB2191'AT THE INSTERSCTION OF STATE ROUTE 305 AND PARKMAN ROAD,
 MB2191'COUNTY HIGHWAY 299.
 MB2191'
 MB2191'STATION MARKS, STAMPED---65-022-1 1977---, ARE PORTAGE COUNTY
 MB2191'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2191'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
 MB2191'IT IS 89.9 FEET NORTH OF A 10-INCH MAPLE TREE, 64.5 FEET
 MB2191'SOUTHWEST OF A 30-INCH MAPLE TREE, 58.0 FEET SOUTHEAST OF AN
 MB2191'18-INCH MAPLE TREE, 33.9 FEET SOUTH OF TELEPHONE AND POWER POLE
 MB2191'NUMBER 7AH2/11, AND 5.1 FEET NORTHWEST OF THE NORTHWEST CORNER
 MB2191'OF A WAR MONUMENT.  THE UNDERGROUND DISK IS SET IN AN
 MB2191'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2191'SURFACE.
 MB2191'
 MB2191'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2191'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2191'STATIONS 65 031 1 P CO, 65 020 1 P CO AND 65 018 1 P CO CAN BE
 MB2191'USED AS AZIMUTH MARKS.
 MB2191'
 MB2191'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2195 ***********************************************************************
 MB2195  DESIGNATION -  65 026 1 P CO
 MB2195  PID         -  MB2195
 MB2195  STATE/COUNTY-  OH/PORTAGE
 MB2195  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2195
 MB2195                         *CURRENT SURVEY CONTROL
 MB2195  ___________________________________________________________________
 MB2195* NAD 83(1995)-  41 20 43.34972(N)    081 03 07.27513(W)     ADJUSTED  
 MB2195* NAVD 88     -       345.3    (meters)    1133.     (feet)  VERTCON   
 MB2195  ___________________________________________________________________
 MB2195  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 MB2195  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB2195
 MB2195  HORZ ORDER  -  SECOND
 MB2195
 MB2195.The horizontal coordinates were established by classical geodetic methods
 MB2195.and adjusted by the National Geodetic Survey in April 1998..
 MB2195
 MB2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2195
 MB2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2195
 MB2195.The geoid height was determined by GEOID03.
 MB2195
 MB2195;                    North         East     Units Scale Factor Converg.
 MB2195;SPC OH N     -   187,421.199   721,176.322   MT  0.99995086   +0 57 04.5
 MB2195;UTM  17      - 4,577,099.413   495,647.882   MT  0.99960023   -0 02 03.7
 MB2195
 MB2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2195!SPC OH N     -   0.99995113  x   0.99995086  =   0.99990199
 MB2195!UTM  17      -   0.99995113  x   0.99960023  =   0.99955138
 MB2195
 MB2195|---------------------------------------------------------------------|
 MB2195| PID    Reference Object                     Distance      Geod. Az  |
 MB2195|                                                           dddmmss.s |
 MB2195| MB2190 65 026 2 P CO                       299.213 METERS 15809     |
 MB2195| MB2159 NELSON                              APPROX. 1.7 KM 1750902.9 |
 MB2195|---------------------------------------------------------------------|
 MB2195
 MB2195                          SUPERSEDED SURVEY CONTROL
 MB2195
 MB2195  NAD 83(1986)-  41 20 43.35722(N)    081 03 07.27077(W) AD(       ) 2
 MB2195  NAD 27      -  41 20 43.15783(N)    081 03 07.92979(W) AD(       ) 2
 MB2195  NGVD 29 (07/19/86)  345.5    (m)         1134.     (f) VERT ANG       
 MB2195
 MB2195.Superseded values are not recommended for survey control.
 MB2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2195.See file dsdata.txt to determine how the superseded data were derived.
 MB2195
 MB2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9564877099(NAD 83)
 MB2195_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2195+STABILITY: SURFACE MOTION
 MB2195
 MB2195  HISTORY     - Date     Condition        Report By
 MB2195  HISTORY     - 1977     MONUMENTED       OH-133
 MB2195
 MB2195                          STATION DESCRIPTION
 MB2195
 MB2195'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2195'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF GARRETTSVILLE,
 MB2195'5-1/4 MILES SOUTHWEST OF FARMINGTON, 2-1/2 MILES NORTH OF
 MB2195'NELSON, AND ON THE RIGHT-OF-WAY OF PARKMAN ROAD, COUNTY HIGHWAY
 MB2195'299.
 MB2195'
 MB2195'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 282
 MB2195'AND 305 JUST EAST OF NELSON, GO NORTH ON STATE ROUTE
 MB2195'282 FOR 2.3 MILES TO THE T-INTERSECTION OF PRITCHARD ROAD,
 MB2195'TOWNSHIP HIGHWAY 300.  TURN LEFT AND GO WEST ON PRITCHARD ROAD
 MB2195'FOR 0.5 MILE TO THE INTERSECTION OF PARKMAN ROAD
 MB2195'AND AZIMUTH MARK 65 026 2 P CO IN THE NORTHWEST
 MB2195'CORNER OF THE INTERSECTION.  TURN RIGHT AND GO NORTH ON PARKMAN
 MB2195'ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 MB2195'
 MB2195'STATION MARKS, STAMPED---65-026-1 1977---, ARE PORTAGE COUNTY
 MB2195'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2195'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2195'SURFACE.  IT IS 219.0 FEET SOUTHWEST OF A 36-INCH ASH TREE,
 MB2195'165.9 FEET SOUTHWEST OF A MULTI-TRUNKED 60-INCH ASH TREE,
 MB2195'79.6 FEET SOUTH-SOUTHWEST OF A 36-INCH MAPLE TREE, 23.7 FEET
 MB2195'EAST OF THE CENTERLINE OF PARKMAN ROAD, AND 5.8 FEET WEST OF A
 MB2195'14-INCH MAPLE TREE.  THE UNDERGOUND DISK IS SET IN AN
 MB2195'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2195'SURFACE.
 MB2195'
 MB2195'AZIMUTH MARK 65 026 2 P CO, STAMPED---65-026-2 1977---, IS A
 MB2195'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2195'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2195'SURFACE.  IT IS 173.0 FEET NORTHWEST OF A 16-INCH PIN OAK TREE,
 MB2195'139.4 FEET NORTHWEST OF A 12-INCH WILD CHERRY TREE, 74.6 FEET
 MB2195'WEST OF TELEPHONE AND POWER POLE NUMBER 45 45AH1/3,
 MB2195'43.9 FEET WEST OF THE CENTERLINE OF PARKMAN ROAD, AND 28.8 FEET
 MB2195'NORTH OF THE CENTERLINE OF PRITCHARD ROAD.
 MB2195'
 MB2195'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2195'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2195'
 MB2195'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2190 ***********************************************************************
 MB2190  DESIGNATION -  65 026 2 P CO
 MB2190  PID         -  MB2190
 MB2190  STATE/COUNTY-  OH/PORTAGE
 MB2190  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2190
 MB2190                         *CURRENT SURVEY CONTROL
 MB2190  ___________________________________________________________________
 MB2190* NAD 83(1995)-  41 20 34.34795(N)    081 03 02.48392(W)     ADJUSTED  
 MB2190* NAVD 88     -       344.     (meters)    1129.     (feet)  VERTCON   
 MB2190  ___________________________________________________________________
 MB2190  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 MB2190  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB2190
 MB2190  HORZ ORDER  -  SECOND
 MB2190
 MB2190.The horizontal coordinates were established by classical geodetic methods
 MB2190.and adjusted by the National Geodetic Survey in April 1998..
 MB2190
 MB2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2190
 MB2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2190
 MB2190.The geoid height was determined by GEOID03.
 MB2190
 MB2190;                    North         East     Units Scale Factor Converg.
 MB2190;SPC OH N     -   187,145.395   721,292.304   MT  0.99995065   +0 57 07.6
 MB2190;UTM  17      - 4,576,821.752   495,759.064   MT  0.99960022   -0 02 00.5
 MB2190
 MB2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2190!SPC OH N     -   0.99995137  x   0.99995065  =   0.99990202
 MB2190!UTM  17      -   0.99995137  x   0.99960022  =   0.99955161
 MB2190
 MB2190                          SUPERSEDED SURVEY CONTROL
 MB2190
 MB2190  NAD 83(1986)-  41 20 34.35543(N)    081 03 02.47961(W) AD(       ) 2
 MB2190  NAD 27      -  41 20 34.15595(N)    081 03 03.13879(W) AD(       ) 2
 MB2190  NGVD 29 (07/19/86)  344.     (m)         1129.     (f) VERT ANG       
 MB2190
 MB2190.Superseded values are not recommended for survey control.
 MB2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2190.See file dsdata.txt to determine how the superseded data were derived.
 MB2190
 MB2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9575976822(NAD 83)
 MB2190_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2190+STABILITY: SURFACE MOTION
 MB2190
 MB2190  HISTORY     - Date     Condition        Report By
 MB2190  HISTORY     - 1977     MONUMENTED       OH-133
 MB2190
 MB2190                          STATION DESCRIPTION
 MB2190
 MB2190'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2190'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF GARRETTSVILLE,
 MB2190'5-1/2 MILES SOUTHWEST OF FARMINGTON, 2-1/2 MILES NORTH OF
 MB2190'NELSON, AND ON THE RIGHT-OF-WAY OF PARKMAN ROAD, COUNTY HIGHWAY
 MB2190'299.
 MB2190'
 MB2190'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 282
 MB2190'AND 305 JUST EAST OF NELSON, GO NORTH ON STATE ROUTE
 MB2190'282 FOR 2.3 MILES TO THE T-INTERSECTION OF PRITCHARD ROAD,
 MB2190'TOWNSHIP HIGHWAY 300.  TURN LEFT AND GO WEST ON PRITCHARD ROAD
 MB2190'FOR 0.5 MILE TO THE INTERSECTION OF PARKMAN ROAD AND THE
 MB2190'STATION IN THE NORTHWEST CORNER OF THE INTERSECTION.
 MB2190'
 MB2190'STATION MARK, STAMPED---65-026-2 1977---, IS A PORTAGE COUNTY
 MB2190'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2190'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 173.0 FEET
 MB2190'NORTHWEST OF A 16-INCH PIN OAK TREE, 139.4 FEET NORTHWEST OF
 MB2190'A OF A 12-INCH WILD CHERRY TREE, 43.9 FEET WEST OF
 MB2190'THE CENTERLINE OF PARKMAN ROAD, AND 28.8 FEET NORTH OF THE
 MB2190'CENTERLINE OF PRITCHARD ROAD.
 MB2190'
 MB2190'NO REFERENCE MARKS ESTALISHED FOR THIS STATION.  HEIGHT OF
 MB2190'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 65 026 1 P CO
 MB2190'CAN BE USED AS AN AZIMUTH MARK.
 MB2190'
 MB2190'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2186 ***********************************************************************
 MB2186  DESIGNATION -  65 028 1 P CO
 MB2186  PID         -  MB2186
 MB2186  STATE/COUNTY-  OH/PORTAGE
 MB2186  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2186
 MB2186                         *CURRENT SURVEY CONTROL
 MB2186  ___________________________________________________________________
 MB2186* NAD 83(1995)-  41 17 05.08323(N)    081 02 52.21310(W)     ADJUSTED  
 MB2186* NAVD 88     -       288.     (meters)     945.     (feet)  VERTCON   
 MB2186  ___________________________________________________________________
 MB2186  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 MB2186  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2186
 MB2186  HORZ ORDER  -  SECOND
 MB2186
 MB2186.The horizontal coordinates were established by classical geodetic methods
 MB2186.and adjusted by the National Geodetic Survey in April 1998..
 MB2186
 MB2186.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2186
 MB2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2186
 MB2186.The geoid height was determined by GEOID03.
 MB2186
 MB2186;                    North         East     Units Scale Factor Converg.
 MB2186;SPC OH N     -   180,694.780   721,638.531   MT  0.99994630   +0 57 14.4
 MB2186;UTM  17      - 4,570,368.383   495,994.201   MT  0.99960020   -0 01 53.6
 MB2186
 MB2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2186!SPC OH N     -   0.99996015  x   0.99994630  =   0.99990645
 MB2186!UTM  17      -   0.99996015  x   0.99960020  =   0.99956036
 MB2186
 MB2186                          SUPERSEDED SURVEY CONTROL
 MB2186
 MB2186  NAD 83(1986)-  41 17 05.09020(N)    081 02 52.21011(W) AD(       ) 2
 MB2186  NAD 27      -  41 17 04.88921(N)    081 02 52.86992(W) AD(       ) 2
 MB2186  NGVD 29 (07/19/86)  288.     (m)          945.     (f) VERT ANG       
 MB2186
 MB2186.Superseded values are not recommended for survey control.
 MB2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2186.See file dsdata.txt to determine how the superseded data were derived.
 MB2186
 MB2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9599470368(NAD 83)
 MB2186_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2186+STABILITY: SURFACE MOTION
 MB2186
 MB2186  HISTORY     - Date     Condition        Report By
 MB2186  HISTORY     - 1977     MONUMENTED       OH-133
 MB2186
 MB2186                          STATION DESCRIPTION
 MB2186
 MB2186'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2186'THE STATION IS ABOUT 3-1/2 MILES NORTH OF WINDHAM, 2-1/2 MILES
 MB2186'EAST OF GARRETTSVILLE, 1-3/4 MILES SOUTH OF NELSON, AND ON
 MB2186'THE RIGHT-OF-WAY OF PARKMAN ROAD, COUNTY HIGHWAY 299.
 MB2186'
 MB2186'TO REACH THE STATION FROM THE CENTER OF NELSON AT THE INTERSECTION
 MB2186'OF STATE ROUTE 305 AND PARKMAN ROAD, GO SOUTH ON PARKMAN ROAD
 MB2186'FOR 1.25 MILES TO THE INTERSECTION OF COLLINS
 MB2186'ROAD, TOWNSHIP HIGHWAY 294.  CONTINUE SOUTH ON PARKMAN ROAD FOR
 MB2186'0.55 MILE TO THE STATION ON THE LEFT.
 MB2186'
 MB2186'STATION MARK, STAMPED---65-028-1 1977---, IS A PORTAGE COUNTY
 MB2186'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2186'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2186'85.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, NUMBER
 MB2186'10737, 54.2 FEET SOUTHEAST OF A 36-INCH MAPLE TREE, 44.5
 MB2186'FEET NORTHEAST OF A 30-INCH MAPLE TREE, 36.6 FEET SOUTH OF
 MB2186'TELEPHONE AND POWER POLE NUMBER 49AH1/12, AND 18.3 FEET EAST OF
 MB2186'THE CENTERLINE OF PARKMAN ROAD.
 MB2186'
 MB2186'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2186'LIGHT ABOVE STATION MARK WAS 1.4 METERS.  STATION 65 029 1 P CO
 MB2186'CAN BE USED AS AN AZIMUTH MARK.
 MB2186'
 MB2186'DESCRIBED BY C.D. TRONGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2184 ***********************************************************************
 MB2184  DESIGNATION -  65 029 1 P CO
 MB2184  PID         -  MB2184
 MB2184  STATE/COUNTY-  OH/PORTAGE
 MB2184  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2184
 MB2184                         *CURRENT SURVEY CONTROL
 MB2184  ___________________________________________________________________
 MB2184* NAD 83(1995)-  41 17 33.01014(N)    081 02 50.40479(W)     ADJUSTED  
 MB2184* NAVD 88     -       293.1    (meters)     962.     (feet)  VERTCON   
 MB2184  ___________________________________________________________________
 MB2184  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 MB2184  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB2184
 MB2184  HORZ ORDER  -  SECOND
 MB2184
 MB2184.The horizontal coordinates were established by classical geodetic methods
 MB2184.and adjusted by the National Geodetic Survey in April 1998..
 MB2184
 MB2184.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2184
 MB2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2184
 MB2184.The geoid height was determined by GEOID03.
 MB2184
 MB2184;                    North         East     Units Scale Factor Converg.
 MB2184;SPC OH N     -   181,556.856   721,666.253   MT  0.99994682   +0 57 15.6
 MB2184;UTM  17      - 4,571,229.557   496,036.733   MT  0.99960019   -0 01 52.5
 MB2184
 MB2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2184!SPC OH N     -   0.99995932  x   0.99994682  =   0.99990614
 MB2184!UTM  17      -   0.99995932  x   0.99960019  =   0.99955952
 MB2184
 MB2184|---------------------------------------------------------------------|
 MB2184| PID    Reference Object                     Distance      Geod. Az  |
 MB2184|                                                           dddmmss.s |
 MB2184| MB2183 65 029 2 P CO                       173.068 METERS 00249     |
 MB2184| MB2186 65 028 1 P CO                       APPROX. 0.9 KM 1824746.4 |
 MB2184|---------------------------------------------------------------------|
 MB2184
 MB2184                          SUPERSEDED SURVEY CONTROL
 MB2184
 MB2184  NAD 83(1986)-  41 17 33.01711(N)    081 02 50.40168(W) AD(       ) 2
 MB2184  NAD 27      -  41 17 32.81642(N)    081 02 51.06176(W) AD(       ) 2
 MB2184  NGVD 29 (07/19/86)  293.3    (m)          962.     (f) VERT ANG       
 MB2184
 MB2184.Superseded values are not recommended for survey control.
 MB2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2184.See file dsdata.txt to determine how the superseded data were derived.
 MB2184
 MB2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9603771230(NAD 83)
 MB2184_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2184+STABILITY: SURFACE MOTION
 MB2184
 MB2184  HISTORY     - Date     Condition        Report By
 MB2184  HISTORY     - 1977     MONUMENTED       OH-133
 MB2184
 MB2184                          STATION DESCRIPTION
 MB2184
 MB2184'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2184'THE STATION IS ABOUT 4 MILES NORTH OF WINDHAM, 2-1/2 MILES EAST
 MB2184'OF GARRETTSVILLE, 1-1/4 MILES SOUTH OF NELSON, AND ON THE
 MB2184'RIGHT-OF-WAY OF PARKMAN ROAD, COUNTY HIGHWAY 299.
 MB2184'
 MB2184'TO REACH THE STATION FROM THE CENTER OF NELSON AT THE
 MB2184'INTERSECTION OF STATE ROUTE 305 AND PARKMAN ROAD, GO SOUTH ON
 MB2184'PARKMAN ROAD FOR 1.25 MILES TO THE INTERSECTION OF
 MB2184'COLLINS ROAD, TOWNSHIP HIGHWAY 294, AND THE STATION ON THE
 MB2184'RIGHT.  CONTINUE SOUTH ON PARKMAN ROAD FOR 0.55 MILE TO
 MB2184'AZIMUTH MARK 65 028 1 P CO ON THE LEFT.
 MB2184'
 MB2184'STATION MARKS, STAMPED---65-029-1 1977---, ARE PORTAGE COUNTY
 MB2184'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2184'CYLINDRICAL CONCRETE POST THAT IS 12 INCHES BELOW THE
 MB2184'GROUND SURFACE.  IT IS 101.7 FEET NORTH OF A TELEPHONE POLE,
 MB2184'62.2 FEET SOUTHWEST OF TELEPHONE AND POWER POLE NUMBER
 MB2184'48AH4/1, 21.5 FEET WEST OF A MONUMENT BOX IN THE CENTER
 MB2184'OF THE RIGHT-OF-WAYS OF
 MB2184'PARKMAN ROAD AND COLLINS ROAD, AND 13.7 FEET WEST OF THE
 MB2184'CENTERLINE OF PARKMAN ROAD.  THE UNDERGROUND DISK IS SET IN
 MB2184'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2184'GROUND SURFACE.
 MB2184'
 MB2184'AZIMUTH MARK 65 028 1 P CO, STAMPED---65-028-1 1977---, IS A
 MB2184'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2184'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
 MB2184'IT IS 85.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 MB2184'NUMBER 10737, 54.2 FEET SOUTHEAST OF A 36-INCH MAPLE TREE,
 MB2184'44.5 FEET NORTHEAST OF A 30-INCH MAPLE TREE, 36.6 FEET SOUTH OF
 MB2184'TELEPHONE AND POWER POLE NUMBER 49AH1/12, AND 18.3 FEET EAST
 MB2184'OF THE CENTERLINE OF PARKMAN ROAD.
 MB2184'
 MB2184'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2184'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2184'STATION 65 029 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2184'
 MB2184'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2183 ***********************************************************************
 MB2183  DESIGNATION -  65 029 2 P CO
 MB2183  PID         -  MB2183
 MB2183  STATE/COUNTY-  OH/PORTAGE
 MB2183  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2183
 MB2183                         *CURRENT SURVEY CONTROL
 MB2183  ___________________________________________________________________
 MB2183* NAD 83(1995)-  41 17 38.61335(N)    081 02 50.03912(W)     ADJUSTED  
 MB2183* NAVD 88     -       290.4    (meters)     953.     (feet)  VERTCON   
 MB2183  ___________________________________________________________________
 MB2183  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 MB2183  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB2183
 MB2183  HORZ ORDER  -  SECOND
 MB2183
 MB2183.The horizontal coordinates were established by classical geodetic methods
 MB2183.and adjusted by the National Geodetic Survey in April 1998..
 MB2183
 MB2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2183
 MB2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2183
 MB2183.The geoid height was determined by GEOID03.
 MB2183
 MB2183;                    North         East     Units Scale Factor Converg.
 MB2183;SPC OH N     -   181,729.823   721,671.881   MT  0.99994692   +0 57 15.8
 MB2183;UTM  17      - 4,571,402.341   496,045.332   MT  0.99960019   -0 01 52.2
 MB2183
 MB2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2183!SPC OH N     -   0.99995974  x   0.99994692  =   0.99990666
 MB2183!UTM  17      -   0.99995974  x   0.99960019  =   0.99955995
 MB2183
 MB2183                          SUPERSEDED SURVEY CONTROL
 MB2183
 MB2183  NAD 83(1986)-  41 17 38.62035(N)    081 02 50.03599(W) AD(       ) 2
 MB2183  NAD 27      -  41 17 38.41969(N)    081 02 50.69609(W) AD(       ) 2
 MB2183  NGVD 29 (07/19/86)  290.6    (m)          953.     (f) VERT ANG       
 MB2183
 MB2183.Superseded values are not recommended for survey control.
 MB2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2183.See file dsdata.txt to determine how the superseded data were derived.
 MB2183
 MB2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9604571402(NAD 83)
 MB2183_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2183+STABILITY: SURFACE MOTION
 MB2183
 MB2183  HISTORY     - Date     Condition        Report By
 MB2183  HISTORY     - 1977     MONUMENTED       OH-133
 MB2183
 MB2183                          STATION DESCRIPTION
 MB2183
 MB2183'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2183'THE STATION IS ABOUT 4 MILES NORTH OF WINDHAM, 2-1/2 MILES EAST
 MB2183'OF GARRETTSVILLE, 1-1/4 MILES SOUTH OF NELSON, AND ON THE
 MB2183'RIGHT-OF-WAY OF PARKMAN ROAD, COUNTY HIGHWAY 299.
 MB2183'
 MB2183'TO REACH THE STATION FROM THE CENTER OF NELSON AT THE INTERSECTION
 MB2183'OF STATE ROUTE 305 AND PARKMAN ROAD, GO
 MB2183'SOUTH ON PARKMAN ROAD FOR 1.15 MILES TO THE STATION ON THE LEFT.
 MB2183'
 MB2183'STATION MARK, STAMPED---65-029-2 1977---, IS A PORTAGE COUNTY
 MB2183'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2183'POST THAT IS FLUSH WITH GROUND SURFACE.  IT IS 41.1 FEET
 MB2183'EAST-NORTHEAST OF AN 8-INCH WILD CHERRY TREE, 40.9 FEET SOUTHWEST
 MB2183'OF POWER POLE NUMBER 48AH1/16, 39.6 FEET SOUTHEAST OF A
 MB2183'MONUMENT BOX IN THE CENTERLINE OF PARKMAN ROAD, 19.8 FEET
 MB2183'NORTHWEST OF A SPIKE IN THE NORTH SIDE OF A 10-INCH PINE TREE,
 MB2183'AND 12.6 FEET EAST OF THE CENTERLINE OF PARKMAN ROAD.
 MB2183'
 MB2183'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2183'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2183'STATIONS 65 029 1 P CO AND 65 030 1 P CO CAN BE USED AS
 MB2183'AZIMUTH MARKS.
 MB2183'
 MB2183'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2185 ***********************************************************************
 MB2185  DESIGNATION -  65 030 1 P CO
 MB2185  PID         -  MB2185
 MB2185  STATE/COUNTY-  OH/PORTAGE
 MB2185  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2185
 MB2185                         *CURRENT SURVEY CONTROL
 MB2185  ___________________________________________________________________
 MB2185* NAD 83(1995)-  41 17 44.09932(N)    081 02 51.46668(W)     ADJUSTED  
 MB2185* NAVD 88     -       287.5    (meters)     943.     (feet)  VERTCON   
 MB2185  ___________________________________________________________________
 MB2185  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 MB2185  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB2185
 MB2185  HORZ ORDER  -  SECOND
 MB2185
 MB2185.The horizontal coordinates were established by classical geodetic methods
 MB2185.and adjusted by the National Geodetic Survey in April 1998..
 MB2185
 MB2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2185
 MB2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2185
 MB2185.The geoid height was determined by GEOID03.
 MB2185
 MB2185;                    North         East     Units Scale Factor Converg.
 MB2185;SPC OH N     -   181,898.479   721,635.855   MT  0.99994703   +0 57 14.9
 MB2185;UTM  17      - 4,571,571.533   496,012.224   MT  0.99960020   -0 01 53.2
 MB2185
 MB2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2185!SPC OH N     -   0.99996019  x   0.99994703  =   0.99990723
 MB2185!UTM  17      -   0.99996019  x   0.99960020  =   0.99956041
 MB2185
 MB2185|---------------------------------------------------------------------|
 MB2185| PID    Reference Object                     Distance      Geod. Az  |
 MB2185|                                                           dddmmss.s |
 MB2185| MB2183 65 029 2 P CO                       172.470 METERS 16854     |
 MB2185| MB2189 65 030 2 P CO                       414.564 METERS 3330514.8 |
 MB2185|---------------------------------------------------------------------|
 MB2185
 MB2185                          SUPERSEDED SURVEY CONTROL
 MB2185
 MB2185  NAD 83(1986)-  41 17 44.10636(N)    081 02 51.46353(W) AD(       ) 2
 MB2185  NAD 27      -  41 17 43.90572(N)    081 02 52.12356(W) AD(       ) 2
 MB2185  NGVD 29 (07/19/86)  287.7    (m)          944.     (f) VERT ANG       
 MB2185
 MB2185.Superseded values are not recommended for survey control.
 MB2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2185.See file dsdata.txt to determine how the superseded data were derived.
 MB2185
 MB2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9601271572(NAD 83)
 MB2185_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2185+STABILITY: SURFACE MOTION
 MB2185
 MB2185  HISTORY     - Date     Condition        Report By
 MB2185  HISTORY     - 1977     MONUMENTED       OH-133
 MB2185
 MB2185                          STATION DESCRIPTION
 MB2185
 MB2185'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2185'THE STATION IS ABOUT 4-1/4 MILES NORTH OF WINDHAM, 2-3/4 MILES
 MB2185'NORTHEAST OF GARRETTSVILLE, 3/4 MILE SOUTH OF NELSON, AND ON THE
 MB2185'RIGHT-OF-WAY OF PARKMAN ROAD, COUNTY HIGHWAY 299.
 MB2185'
 MB2185'TO REACH THE STATION FROM THE CENTER OF NELSON AT THE INTERSECTION
 MB2185'OF STATE ROUTE 305 AND PARKMAN ROAD, GO
 MB2185'SOUTH ON PARKMAN ROAD FOR 1.0 MILE TO THE STATION ON THE LEFT.
 MB2185'
 MB2185'STATION MARK, STAMPED---65-030-1 1977---, IS A PORTAGE COUNTY
 MB2185'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2185'POST THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 114.8
 MB2185'FEET NORTHEAST OF A 30-INCH OAK TREE, 68.7 FEET SOUTHEAST OF A
 MB2185'16-INCH WILD CHERRY TREE, 51.7 FEET EAST OF A TWIN TRUNKED
 MB2185'12-INCH WILD CHERRY TREE, AND 12 FEET NORTHEAST OF THE CENTERLINE
 MB2185'OF PARKMAN ROAD.
 MB2185'
 MB2185'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2185'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2185'STATIONS 65 030 2 P CO AND 65 029 2 P CO CAN BE USED AS
 MB2185'AZIMUTH MARKS.
 MB2185'
 MB2185'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2189 ***********************************************************************
 MB2189  DESIGNATION -  65 030 2 P CO
 MB2189  PID         -  MB2189
 MB2189  STATE/COUNTY-  OH/PORTAGE
 MB2189  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2189
 MB2189                         *CURRENT SURVEY CONTROL
 MB2189  ___________________________________________________________________
 MB2189* NAD 83(1995)-  41 17 56.08196(N)    081 02 59.53219(W)     ADJUSTED  
 MB2189* NAVD 88     -       292.6    (meters)     960.     (feet)  VERTCON   
 MB2189  ___________________________________________________________________
 MB2189  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 MB2189  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2189
 MB2189  HORZ ORDER  -  SECOND
 MB2189
 MB2189.The horizontal coordinates were established by classical geodetic methods
 MB2189.and adjusted by the National Geodetic Survey in April 1998..
 MB2189
 MB2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2189
 MB2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2189
 MB2189.The geoid height was determined by GEOID03.
 MB2189
 MB2189;                    North         East     Units Scale Factor Converg.
 MB2189;SPC OH N     -   182,264.950   721,442.091   MT  0.99994726   +0 57 09.6
 MB2189;UTM  17      - 4,571,941.154   495,824.857   MT  0.99960021   -0 01 58.5
 MB2189
 MB2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2189!SPC OH N     -   0.99995939  x   0.99994726  =   0.99990666
 MB2189!UTM  17      -   0.99995939  x   0.99960021  =   0.99955962
 MB2189
 MB2189:                Primary Azimuth Mark                     Grid Az
 MB2189:SPC OH N     -  65 030 1 P CO                            152 07 59.9
 MB2189:UTM  17      -  65 030 1 P CO                            153 07 08.0
 MB2189
 MB2189|---------------------------------------------------------------------|
 MB2189| PID    Reference Object                     Distance      Geod. Az  |
 MB2189|                                                           dddmmss.s |
 MB2189| MB2185 65 030 1 P CO                       414.564 METERS 1530509.5 |
 MB2189| MB2192 65 030 3 P CO                       376.486 METERS 34548     |
 MB2189|---------------------------------------------------------------------|
 MB2189
 MB2189                          SUPERSEDED SURVEY CONTROL
 MB2189
 MB2189  NAD 83(1986)-  41 17 56.08906(N)    081 02 59.52899(W) AD(       ) 2
 MB2189  NAD 27      -  41 17 55.88852(N)    081 03 00.18865(W) AD(       ) 2
 MB2189  NGVD 29 (07/19/86)  292.8    (m)          961.     (f) VERT ANG       
 MB2189
 MB2189.Superseded values are not recommended for survey control.
 MB2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2189.See file dsdata.txt to determine how the superseded data were derived.
 MB2189
 MB2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9582571941(NAD 83)
 MB2189_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2189+STABILITY: SURFACE MOTION
 MB2189
 MB2189  HISTORY     - Date     Condition        Report By
 MB2189  HISTORY     - 1977     MONUMENTED       OH-133
 MB2189
 MB2189                          STATION DESCRIPTION
 MB2189
 MB2189'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2189'THE STATION IS ABOUT 4-1/4 MILES NORTH OF WINDHAM, 2-3/4 MILES
 MB2189'NORTHEAST OF GARRETTSVILLE, 3/4 MILE SOUTH OF NELSON, AND ON THE
 MB2189'RIGHT-OF-WAY OF PARKMAN ROAD, COUNTY HIGHWAY 299.
 MB2189'
 MB2189'TO REACH THE STATION FROM THE CENTER OF NELSON AT THE INTERSECTION
 MB2189'OF STATE ROUTE 305 AND PARKMAN ROAD, GO
 MB2189'SOUTH ON PARKMAN ROAD FOR 0.75 MILES TO THE STATION ON THE LEFT.
 MB2189'
 MB2189'STATION MARK, STAMPED---65-030-2 1977---, IS A PORTAGE COUNTY
 MB2189'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2189'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 108 FEET
 MB2189'SOUTHEAST OF A 4-INCH PINE TREE, 93.8 FEET SOUTHEAST OF A
 MB2189'4-INCH ASH TREE, 46.4 FEET WEST OF A 16-INCH ASH TREE, 21.3
 MB2189'FEET SOUTHWEST OF POWER POLE NUMBER 48AH1/8, AND 13.8 FEET
 MB2189'NORTHEAST OF THE CENTERLINE OF PARKMAN ROAD.
 MB2189'
 MB2189'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2189'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2189'STATIONS 65 030 3 P CO AND 65 030 1 P CO CAN BE USED AS
 MB2189'AZIMUTH MARKS.
 MB2189'
 MB2189'DESCRIBED BY C.D. TRONGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2192 ***********************************************************************
 MB2192  DESIGNATION -  65 030 3 P CO
 MB2192  PID         -  MB2192
 MB2192  STATE/COUNTY-  OH/PORTAGE
 MB2192  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2192
 MB2192                         *CURRENT SURVEY CONTROL
 MB2192  ___________________________________________________________________
 MB2192* NAD 83(1995)-  41 18 07.91325(N)    081 03 03.49992(W)     ADJUSTED  
 MB2192* NAVD 88     -       310.8    (meters)    1020.     (feet)  VERTCON   
 MB2192  ___________________________________________________________________
 MB2192  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 MB2192  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2192
 MB2192  HORZ ORDER  -  SECOND
 MB2192
 MB2192.The horizontal coordinates were established by classical geodetic methods
 MB2192.and adjusted by the National Geodetic Survey in April 1998..
 MB2192
 MB2192.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2192
 MB2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2192
 MB2192.The geoid height was determined by GEOID03.
 MB2192
 MB2192;                    North         East     Units Scale Factor Converg.
 MB2192;SPC OH N     -   182,628.340   721,343.736   MT  0.99994749   +0 57 07.0
 MB2192;UTM  17      - 4,572,306.056   495,732.799   MT  0.99960022   -0 02 01.1
 MB2192
 MB2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2192!SPC OH N     -   0.99995654  x   0.99994749  =   0.99990403
 MB2192!UTM  17      -   0.99995654  x   0.99960022  =   0.99955678
 MB2192
 MB2192|---------------------------------------------------------------------|
 MB2192| PID    Reference Object                     Distance      Geod. Az  |
 MB2192|                                                           dddmmss.s |
 MB2192| MB2189 65 030 2 P CO                       376.486 METERS 16548     |
 MB2192| MB2193 65 020 1 P CO                       APPROX. 0.5 KM 3594628.1 |
 MB2192|---------------------------------------------------------------------|
 MB2192
 MB2192                          SUPERSEDED SURVEY CONTROL
 MB2192
 MB2192  NAD 83(1986)-  41 18 07.92040(N)    081 03 03.49665(W) AD(       ) 2
 MB2192  NAD 27      -  41 18 07.71995(N)    081 03 04.15608(W) AD(       ) 2
 MB2192  NGVD 29 (07/19/86)  311.0    (m)         1020.     (f) VERT ANG       
 MB2192
 MB2192.Superseded values are not recommended for survey control.
 MB2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2192.See file dsdata.txt to determine how the superseded data were derived.
 MB2192
 MB2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9573372306(NAD 83)
 MB2192_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2192_SETTING: 80 = SET IN A BOULDER
 MB2192_SP_SET: SET IN DRILL HOLE IN A BOULDER
 MB2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2192+STABILITY: SURFACE MOTION
 MB2192
 MB2192  HISTORY     - Date     Condition        Report By
 MB2192  HISTORY     - 1977     MONUMENTED       OH-133
 MB2192
 MB2192                          STATION DESCRIPTION
 MB2192
 MB2192'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2192'THE STATION IS ABOUT 5 MILES EAST-SOUTHEAST OF HIRAM, 4-3/4
 MB2192'MILES NORTH OF WINDHAM, 3/4 MILE SOUTH OF NELSON AND ON THE
 MB2192'RIGHT-OF-WAY OF KNOWLTON ROAD, TOWNSHIP HIGHWAY 295.
 MB2192'
 MB2192'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 305
 MB2192'AND PARKMAN ROAD, COUNTY HIGHWAY 298, AT NELSON, GO SOUTH
 MB2192'ON PARKMAN ROAD FOR 0.55 MILE TO THE INTERSECTION OF KNOWLTON
 MB2192'ROAD AND THE STATION IN THE SOUTHEAST
 MB2192'CORNER OF THE INTERSECTION, BURIED IN THE ROADWAY.
 MB2192'
 MB2192'STATION MARK, STAMPED---65-030-3 1977---, IS A PORTAGE COUNTY
 MB2192'BRASS DISK SET IN THE SURFACE OF A STONE 22 INCHES BELOW THE
 MB2192'ROAD SURFACE.  IT IS 99.85 FEET NORTH OF A SPIKE TWO FEET ABOVE
 MB2192'THE GROUND IN THE WEST SIDE OF A 12-INCH PINE TREE, 80.98 FEET
 MB2192'NORTHWEST OF THE SOUTHWEST CORNER AND 64.08 FEET NORTHWEST OF
 MB2192'THE NORTHWEST CORNER OF A SMALL HOUSE,
 MB2192'59.70 FEET SOUTHEAST OF A SPIKE IN AN 18-INCH ASH TREE, 54.78
 MB2192'FEET SOUTHWEST OF A SPIKE IN A BOTTLE CAP IN THE WEST SIDE OF
 MB2192'TELEPHONE AND POWER POLE NUMBER 40T, 46.55 FEET EAST OF A
 MB2192'SPIKE IN A BOTTLE CAP IN THE NORTH SIDE OF A TELEPHONE POLE,
 MB2192'14.0 FEET EAST OF THE CENTERLINE OF PARKMAN ROAD, AND 10.5
 MB2192'FEET SOUTH OF THE CENTERLINE OF KNOWLTON ROAD.
 MB2192'
 MB2192'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2192'LIGHT ABOVE STATION MARK WAS 2.1 METERS.
 MB2192'STATIONS 65 030 2 P CO AND 65 020 1 P CO CAN BE USED AS AZIMUTH
 MB2192'MARKS.
 MB2192'
 MB2192'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2182 ***********************************************************************
 MB2182  DESIGNATION -  65 031 1 P CO
 MB2182  PID         -  MB2182
 MB2182  STATE/COUNTY-  OH/PORTAGE
 MB2182  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2182
 MB2182                         *CURRENT SURVEY CONTROL
 MB2182  ___________________________________________________________________
 MB2182* NAD 83(1995)-  41 18 36.67823(N)    081 02 48.22426(W)     ADJUSTED  
 MB2182* NAVD 88     -       336.5    (meters)    1104.     (feet)  VERTCON   
 MB2182  ___________________________________________________________________
 MB2182  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 MB2182  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB2182
 MB2182  HORZ ORDER  -  SECOND
 MB2182
 MB2182.The horizontal coordinates were established by classical geodetic methods
 MB2182.and adjusted by the National Geodetic Survey in April 1998..
 MB2182
 MB2182.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2182
 MB2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2182
 MB2182.The geoid height was determined by GEOID03.
 MB2182
 MB2182;                    North         East     Units Scale Factor Converg.
 MB2182;SPC OH N     -   183,521.481   721,684.253   MT  0.99994807   +0 57 17.0
 MB2182;UTM  17      - 4,573,192.899   496,088.505   MT  0.99960019   -0 01 51.1
 MB2182
 MB2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2182!SPC OH N     -   0.99995251  x   0.99994807  =   0.99990058
 MB2182!UTM  17      -   0.99995251  x   0.99960019  =   0.99955272
 MB2182
 MB2182|---------------------------------------------------------------------|
 MB2182| PID    Reference Object                     Distance      Geod. Az  |
 MB2182|                                                           dddmmss.s |
 MB2182| MB2180 65 033 1 P CO                       301.514 METERS 08830     |
 MB2182| MB2191 65 022 1 P CO                       354.152 METERS 27157     |
 MB2182|---------------------------------------------------------------------|
 MB2182
 MB2182                          SUPERSEDED SURVEY CONTROL
 MB2182
 MB2182  NAD 83(1986)-  41 18 36.68537(N)    081 02 48.22071(W) AD(       ) 2
 MB2182  NAD 27      -  41 18 36.48513(N)    081 02 48.88058(W) AD(       ) 2
 MB2182  NGVD 29 (07/19/86)  336.7    (m)         1105.     (f) VERT ANG       
 MB2182
 MB2182.Superseded values are not recommended for survey control.
 MB2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2182.See file dsdata.txt to determine how the superseded data were derived.
 MB2182
 MB2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9608973193(NAD 83)
 MB2182_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2182+STABILITY: SURFACE MOTION
 MB2182
 MB2182  HISTORY     - Date     Condition        Report By
 MB2182  HISTORY     - 1977     MONUMENTED       OH-133
 MB2182
 MB2182                          STATION DESCRIPTION
 MB2182
 MB2182'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2182'THE STATION IS ABOUT 5-1/2 MILES NORTH OF WINDHAM, 5 MILES
 MB2182'EAST OF HIRAM, 3 MILES NORTHEAST OF GARRETTSVILLE AND ON THE
 MB2182'RIGHT-OF-WAY OF STATE ROUTE 305.
 MB2182'
 MB2182'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 305
 MB2182'AND PARKMAN ROAD, COUNTY HIGHWAY 299, AT NELSON, GO EAST ON
 MB2182'STATE ROUTE 305 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 MB2182'
 MB2182'STATION MARK, STAMPED---65-031-1 1977---, IS A PORTAGE COUNTY
 MB2182'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2182'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 81.9 FEET
 MB2182'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL TWO STORY HOUSE
 MB2182'ADDRESS NUMBER 9516, 78.0 FEET SOUTHEAST OF A 15-INCH LOCUST
 MB2182'TREE, 45.5 FEET NORTH OF A 12-INCH PEAR TREE, 25.7 FEET
 MB2182'NORTHWEST OF A 30-INCH MAPLE TREE, 19.8 FEET SOUTH OF THE
 MB2182'CENTERLINE OF STATE ROUTE 305, AND 7.4 FEET NORTH OF A
 MB2182'TELEPHONE POLE.
 MB2182'
 MB2182'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2182'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2182'STATIONS 65 022 1 P CO AND 65 033 1 P CO CAN BE USED AS AZIMUTH
 MB2182'MARKS.
 MB2182'
 MB2182'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2180 ***********************************************************************
 MB2180  DESIGNATION -  65 033 1 P CO
 MB2180  PID         -  MB2180
 MB2180  STATE/COUNTY-  OH/PORTAGE
 MB2180  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2180
 MB2180                         *CURRENT SURVEY CONTROL
 MB2180  ___________________________________________________________________
 MB2180* NAD 83(1995)-  41 18 36.93385(N)    081 02 35.26645(W)     ADJUSTED  
 MB2180* NAVD 88     -       338.3    (meters)    1110.     (feet)  VERTCON   
 MB2180  ___________________________________________________________________
 MB2180  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 MB2180  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB2180
 MB2180  HORZ ORDER  -  SECOND
 MB2180
 MB2180.The horizontal coordinates were established by classical geodetic methods
 MB2180.and adjusted by the National Geodetic Survey in April 1998..
 MB2180
 MB2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2180
 MB2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2180
 MB2180.The geoid height was determined by GEOID03.
 MB2180
 MB2180;                    North         East     Units Scale Factor Converg.
 MB2180;SPC OH N     -   183,534.394   721,985.475   MT  0.99994808   +0 57 25.5
 MB2180;UTM  17      - 4,573,200.626   496,389.800   MT  0.99960016   -0 01 42.5
 MB2180
 MB2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2180!SPC OH N     -   0.99995223  x   0.99994808  =   0.99990031
 MB2180!UTM  17      -   0.99995223  x   0.99960016  =   0.99955241
 MB2180
 MB2180:                Primary Azimuth Mark                     Grid Az
 MB2180:SPC OH N     -  65 048 1 P CO                            089 53 28.6
 MB2180:UTM  17      -  65 048 1 P CO                            090 52 36.6
 MB2180
 MB2180|---------------------------------------------------------------------|
 MB2180| PID    Reference Object                     Distance      Geod. Az  |
 MB2180|                                                           dddmmss.s |
 MB2180| MB2173 65 048 1 P CO                       APPROX. 2.6 KM 0905054.1 |
 MB2180| MB2182 65 031 1 P CO                       301.514 METERS 26830     |
 MB2180|---------------------------------------------------------------------|
 MB2180
 MB2180                          SUPERSEDED SURVEY CONTROL
 MB2180
 MB2180  NAD 83(1986)-  41 18 36.94096(N)    081 02 35.26284(W) AD(       ) 2
 MB2180  NAD 27      -  41 18 36.74067(N)    081 02 35.92323(W) AD(       ) 2
 MB2180  NGVD 29 (07/19/86)  338.5    (m)         1111.     (f) VERT ANG       
 MB2180
 MB2180.Superseded values are not recommended for survey control.
 MB2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2180.See file dsdata.txt to determine how the superseded data were derived.
 MB2180
 MB2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9639073201(NAD 83)
 MB2180_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2180_SETTING: 66 = SET IN ROCK OUTCROP
 MB2180_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MB2180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB2180+STABILITY: POSITION/ELEVATION WELL
 MB2180
 MB2180  HISTORY     - Date     Condition        Report By
 MB2180  HISTORY     - 1977     MONUMENTED       OH-133
 MB2180
 MB2180                          STATION DESCRIPTION
 MB2180
 MB2180'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2180'THE STATION IS ABOUT 5-1/2 MILES NORTH OF WINDHAM, 3-1/2 MILES
 MB2180'NORTHEAST OF GARRETTSVILLE, 1/2 MILE EAST OF NELSON, AND ON THE
 MB2180'RIGHT-OF-WAY OF STATE ROUTE 303.
 MB2180'
 MB2180'TO REACH THE STATION FROM STATE ROUTE 305 AND PARKMAN ROAD
 MB2180'COUNTY HIGHWAY 299, IN NELSON, GO WEST ON STATE ROUTE
 MB2180'305 FOR 0.45 MILE TO THE STATION ON THE LEFT.
 MB2180'
 MB2180'STATION MARK, STAMPED---65-033-1 1977---, IS A PORTAGE COUNTY
 MB2180'BRASS DISK SET IN SANDSTONE ABOUT 12 INCHES BELOW THE GROUND
 MB2180'SURFACE.  IT IS 51.3 FEET NORTHWEST OF POWER POLE NUMBER
 MB2180'47AH1/12, 46.1 FEET SOUTHWEST OF A TELEPHONE POLE, 27.6 FEET
 MB2180'SOUTHWEST OF A BRIDGE SPIKE IN THE EAST SIDE OF A 6-INCH
 MB2180'MAPLE TREE, AND 14.6 FEET NORTH OF THE CENTERLINE OF STATE
 MB2180'ROUTE 305.
 MB2180'
 MB2180'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2180'LIGHT ABOVE STATION MARK WAS 2.4 METERS.
 MB2180'STATIONS 65 048 1 P CO AND 65 031 1 P CO CAN BE USED AS AZIMUTH
 MB2180'MARKS.
 MB2180'
 MB2180'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2176 ***********************************************************************
 MB2176  DESIGNATION -  65 044 1 P CO
 MB2176  PID         -  MB2176
 MB2176  STATE/COUNTY-  OH/PORTAGE
 MB2176  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2176
 MB2176                         *CURRENT SURVEY CONTROL
 MB2176  ___________________________________________________________________
 MB2176* NAD 83(1995)-  41 20 38.06339(N)    081 01 30.18107(W)     ADJUSTED  
 MB2176* NAVD 88     -       289.     (meters)     948.     (feet)  VERTCON   
 MB2176  ___________________________________________________________________
 MB2176  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 MB2176  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB2176
 MB2176  HORZ ORDER  -  SECOND
 MB2176
 MB2176.The horizontal coordinates were established by classical geodetic methods
 MB2176.and adjusted by the National Geodetic Survey in April 1998..
 MB2176
 MB2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2176
 MB2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2176
 MB2176.The geoid height was determined by GEOID03.
 MB2176
 MB2176;                    North         East     Units Scale Factor Converg.
 MB2176;SPC OH N     -   187,295.969   723,435.940   MT  0.99995073   +0 58 08.3
 MB2176;UTM  17      - 4,576,935.391   497,904.220   MT  0.99960005   -0 00 59.6
 MB2176
 MB2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2176!SPC OH N     -   0.99996000  x   0.99995073  =   0.99991073
 MB2176!UTM  17      -   0.99996000  x   0.99960005  =   0.99956006
 MB2176
 MB2176                          SUPERSEDED SURVEY CONTROL
 MB2176
 MB2176  NAD 83(1986)-  41 20 38.07048(N)    081 01 30.17675(W) AD(       ) 2
 MB2176  NAD 27      -  41 20 37.87100(N)    081 01 30.83887(W) AD(       ) 2
 MB2176  NGVD 29 (07/19/86)  289.     (m)          948.     (f) VERT ANG       
 MB2176
 MB2176.Superseded values are not recommended for survey control.
 MB2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2176.See file dsdata.txt to determine how the superseded data were derived.
 MB2176
 MB2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9790476935(NAD 83)
 MB2176_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2176+STABILITY: SURFACE MOTION
 MB2176
 MB2176  HISTORY     - Date     Condition        Report By
 MB2176  HISTORY     - 1977     MONUMENTED       OH-133
 MB2176
 MB2176                          STATION DESCRIPTION
 MB2176
 MB2176'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2176'THE STATION IS ABOUT 7-3/4 MILE NORTH-NORTHEAST OF WINDHAM,
 MB2176'7 MILES NORTHEAST OF HIRAM, 4-1/4 MILES SOUTHWEST OF
 MB2176'FARMINGTON, AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 422.
 MB2176'
 MB2176'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 282
 MB2176'AND 305 EAST OF NELSON, GO EAST ON STATE ROUTE 305 FOR
 MB2176'1.2 MILES TO THE T-INTERSECTION OF FENSTERMAKER ROAD, TOWNSHIP
 MB2176'HIGHWAY 307.  TURN LEFT AND GO NORTH ON FENSTERMAKER ROAD
 MB2176'FOR 1.75 MILES TO THE T-INTERSECTION OF U.S. HIGHWAY
 MB2176'422.  TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 422 FOR
 MB2176'0.8 MILE TO THE STATION ON THE LEFT, SOUTHEAST OF THE
 MB2176'SOUTHEAST BOUND LANE.
 MB2176'
 MB2176'STATION MARK, STAMPED---65-044-1 1977---, IS A PORTAGE COUNTY
 MB2176'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINCRICAL CONCRETE
 MB2176'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 0.1 MILE
 MB2176'NORTHWEST OF THE INTERSECTION OF HOBART ROAD, TOWNSHIP HIGHWAY
 MB2176'302, 191.8 FEET NORTHWEST OF A 15-INCH ELM TREE, 78.2 FEET
 MB2176'NORTHEAST OF THE NORTHEAST CORNER OF A LOG HOUSE, ADDRESS NUMBER
 MB2176'12879, 42.9 FEET NORTHEAST OF A 6-INCH PINE TREE, 20.8 FEET
 MB2176'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANE OF
 MB2176'U.S. HIGHWAY 422, AND 16.9 FEET NORTHWEST OF A 15-INCH
 MB2176'ASH TREE.
 MB2176'
 MB2176'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2176'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2176'STATION 65 052 1 P CO CAN BE USED AS AN
 MB2176'AZIMUTH MARK.
 MB2176'
 MB2176'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2165 ***********************************************************************
 MB2165  DESIGNATION -  65 045 1
 MB2165  PID         -  MB2165
 MB2165  STATE/COUNTY-  OH/TRUMBULL
 MB2165  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2165
 MB2165                         *CURRENT SURVEY CONTROL
 MB2165  ___________________________________________________________________
 MB2165* NAD 83(1995)-  41 16 50.89470(N)    081 00 10.65819(W)     ADJUSTED  
 MB2165* NAVD 88     -       277.8    (meters)     911.     (feet)  VERTCON   
 MB2165  ___________________________________________________________________
 MB2165  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 MB2165  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB2165
 MB2165  HORZ ORDER  -  SECOND
 MB2165
 MB2165.The horizontal coordinates were established by classical geodetic methods
 MB2165.and adjusted by the National Geodetic Survey in April 1998..
 MB2165
 MB2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2165
 MB2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2165
 MB2165.The geoid height was determined by GEOID03.
 MB2165
 MB2165;                    North         East     Units Scale Factor Converg.
 MB2165;SPC OH N     -   180,320.710   725,404.689   MT  0.99994604   +0 59 00.5
 MB2165;UTM  17      - 4,569,929.745   499,752.068   MT  0.99960000   -0 00 07.0
 MB2165
 MB2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2165!SPC OH N     -   0.99996172  x   0.99994604  =   0.99990776
 MB2165!UTM  17      -   0.99996172  x   0.99960000  =   0.99956173
 MB2165
 MB2165:                Primary Azimuth Mark                     Grid Az
 MB2165:SPC OH N     -  55 001 1                                 359 31 05.0
 MB2165:UTM  17      -  55 001 1                                 000 30 12.5
 MB2165
 MB2165|---------------------------------------------------------------------|
 MB2165| PID    Reference Object                     Distance      Geod. Az  |
 MB2165|                                                           dddmmss.s |
 MB2165| MB2163 55 001 1                            APPROX. 0.5 KM 0003005.5 |
 MB2165|---------------------------------------------------------------------|
 MB2165
 MB2165                          SUPERSEDED SURVEY CONTROL
 MB2165
 MB2165  NAD 83(1986)-  41 16 50.90118(N)    081 00 10.65553(W) AD(       ) 2
 MB2165  NAD 27      -  41 16 50.70063(N)    081 00 11.32198(W) AD(       ) 2
 MB2165  NGVD 29 (07/19/86)  278.0    (m)          912.     (f) VERT ANG       
 MB2165
 MB2165.Superseded values are not recommended for survey control.
 MB2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2165.See file dsdata.txt to determine how the superseded data were derived.
 MB2165
 MB2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9975269930(NAD 83)
 MB2165_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2165_STAMPING: 65-045-1 1977
 MB2165_MARK LOGO: OH-133
 MB2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2165+STABILITY: SURFACE MOTION
 MB2165
 MB2165  HISTORY     - Date     Condition        Report By
 MB2165  HISTORY     - 1977     MONUMENTED       OH-133
 MB2165  HISTORY     - 19940609 MARK NOT FOUND   OHDT
 MB2165  HISTORY     - 19970917 MARK NOT FOUND   USPSQD
 MB2165
 MB2165                          STATION DESCRIPTION
 MB2165
 MB2165'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2165'THE STATION IS ABOUT 5 MILES EAST OF GARRETTSVILLE, 3-1/2 MILES
 MB2165'SOUTHEAST OF NELSON, 3-1/4 MILES NORTHEAST OF WINDHAM, AND ON
 MB2165'THE RIGHT-OF-WAY OF SHANK ROAD, TOWNSHIP HIGHWAY 308.
 MB2165'
 MB2165'TO REACH THE STATION FROM THE CENTER OF WINDHAM AT THE
 MB2165'INTERSECTION OF STATE ROUTE 303 AND MAIN STREET, PARKMAN ROAD,
 MB2165'COUNTY HIGHWAY 299, GO NORTH ON PARKMAN ROAD FOR 1.7 MILES TO
 MB2165'THE INTERSECTION OF STATE ROUTE 82.  TURN
 MB2165'RIGHT AND GO SOUTHEAST ON STATE ROUTE 82 FOR 2.6 MILES TO THE
 MB2165'EAST PORTAGE COUNTYLINE AND THE INTERSECTION OF SHANK ROAD.
 MB2165'TURN LEFT ON SHANK ROAD AND GO NORTH FOR 2.2
 MB2165'MILES TO THE STATION ON THE LEFT.
 MB2165'
 MB2165'STATION MARK, STAMPED---65-045-1 1977---, IS A PORTAGE COUNTY
 MB2165'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2165'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 64.3 FEET
 MB2165'NORTHWEST OF A 7-INCH OAK TREE, 61.3 FEET SOUTH OF A 30-INCH
 MB2165'MULTI-TRUNKED MAPLE TREE, 42.5 FEET SOUTHEAST OF A 18-INCH OAK
 MB2165'TREE, AND 8.6 FEET WEST OF THE CENTERLINE OF SHANK ROAD.
 MB2165'
 MB2165'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2165'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2165'STATIONS 55 001 1 P CO AND 64 100 2 P CO CAN BE USED AS
 MB2165'AZIMUTH MARKS.
 MB2165'
 MB2165'DESCRIBED BY C.D. TRONGE
 MB2165
 MB2165                          STATION RECOVERY (1994)
 MB2165
 MB2165'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (JM)
 MB2165'--------REPORT BY ODOT---------YEAR 1994-------CONDITION - NOT FOUND
 MB2165' 
 MB2165'SHANK ROAD IS NOW CLOSED AND A LOGGING COMPANY HAS EXCAVATED THE AREA.
 MB2165
 MB2165                          STATION RECOVERY (1997)
 MB2165
 MB2165'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2166 ***********************************************************************
 MB2166  DESIGNATION -  65 046 1
 MB2166  PID         -  MB2166
 MB2166  STATE/COUNTY-  OH/TRUMBULL
 MB2166  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2166
 MB2166                         *CURRENT SURVEY CONTROL
 MB2166  ___________________________________________________________________
 MB2166* NAD 83(1995)-  41 17 21.86878(N)    081 00 11.00769(W)     ADJUSTED  
 MB2166* NAVD 88     -       279.3    (meters)     916.     (feet)  VERTCON   
 MB2166  ___________________________________________________________________
 MB2166  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 MB2166  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB2166
 MB2166  HORZ ORDER  -  SECOND
 MB2166
 MB2166.The horizontal coordinates were established by classical geodetic methods
 MB2166.and adjusted by the National Geodetic Survey in April 1998..
 MB2166
 MB2166.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2166
 MB2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2166
 MB2166.The geoid height was determined by GEOID03.
 MB2166
 MB2166;                    North         East     Units Scale Factor Converg.
 MB2166;SPC OH N     -   181,275.924   725,380.158   MT  0.99994661   +0 59 00.3
 MB2166;UTM  17      - 4,570,884.909   499,743.972   MT  0.99960000   -0 00 07.3
 MB2166
 MB2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2166!SPC OH N     -   0.99996148  x   0.99994661  =   0.99990810
 MB2166!UTM  17      -   0.99996148  x   0.99960000  =   0.99956150
 MB2166
 MB2166:                Primary Azimuth Mark                     Grid Az
 MB2166:SPC OH N     -  55 001 1                                 177 13 05.8
 MB2166:UTM  17      -  55 001 1                                 178 12 13.4
 MB2166
 MB2166|---------------------------------------------------------------------|
 MB2166| PID    Reference Object                     Distance      Geod. Az  |
 MB2166|                                                           dddmmss.s |
 MB2166| MB2163 55 001 1                            411.087 METERS 1781206.1 |
 MB2166| MB2168 65 046 2 P CO                       259.757 METERS 30958     |
 MB2166|---------------------------------------------------------------------|
 MB2166
 MB2166                          SUPERSEDED SURVEY CONTROL
 MB2166
 MB2166  NAD 83(1986)-  41 17 21.87533(N)    081 00 11.00480(W) AD(       ) 2
 MB2166  NAD 27      -  41 17 21.67503(N)    081 00 11.67112(W) AD(       ) 2
 MB2166  NGVD 29 (07/19/86)  279.5    (m)          917.     (f) VERT ANG       
 MB2166
 MB2166.Superseded values are not recommended for survey control.
 MB2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2166.See file dsdata.txt to determine how the superseded data were derived.
 MB2166
 MB2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9974470885(NAD 83)
 MB2166_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2166_STAMPING: 65-046-1 1977
 MB2166_MARK LOGO: OH-133
 MB2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2166+STABILITY: SURFACE MOTION
 MB2166
 MB2166  HISTORY     - Date     Condition        Report By
 MB2166  HISTORY     - 1977     MONUMENTED       OH-133
 MB2166  HISTORY     - 19940603 MARK NOT FOUND   OHDT
 MB2166  HISTORY     - 19970917 GOOD             USPSQD
 MB2166
 MB2166                          STATION DESCRIPTION
 MB2166
 MB2166'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2166'THE STATION IS ABOUT 3 MILES SOUTHWEST OF NELSON, 5 MILES EAST
 MB2166'OF GARRETTSVILLE, 4-1/2 MILES NORTHEAST OF WINDHAM, AND ON THE
 MB2166'RIGHT-OF-WAY OF SHANK ROAD, TOWNSHIP HIGHWAY 308.
 MB2166'
 MB2166'TO REACH THE STATION FROM THE CENTER OF WINDHAM AT THE
 MB2166'INTERSECTION OF STATE ROUTES 303 AND MAIN STREET, PARKMAN ROAD,
 MB2166'COUNTY HIGHWAY 299, GO NORTH ON PARKMAN ROAD FOR 1.7 MILES TO
 MB2166'THE INTERSECTION OF STATE ROUTE 82.  TURN RIGHT AND GO
 MB2166'SOUTHEAST ON STATE ROUTE 82 FOR 2.6 MILES TO THE EAST PORTAGE
 MB2166'COUNTYLINE AND THE INTERSECTION OF
 MB2166'SHANK ROAD.  TURN LEFT AND GO NORTH ON SHANK ROAD FOR 2.65
 MB2166'MILES TO THE STATION ON THE LEFT.  CONTINUE NORTH ON SHANK ROAD
 MB2166'FOR 0.1 MILE TO THE INTERSECTION OF SHANK ROAD AND KNOWLTON
 MB2166'ROAD, TOWNSHIP HIGHWAY 295.  TURN LEFT AND GO WEST FOR 0.15
 MB2166'MILE TO AZIMUTH MARK 65 046 2 P CO ON THE LEFT.
 MB2166'
 MB2166'STATION MARKS, STAMPED---65-046-1 1977---, ARE PORTAGE COUNTY
 MB2166'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2166'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2166'SURFACE.  IT IS 74 FEET SOUTHWEST OF A 48-INCH MAPLE TREE, 39.2
 MB2166'FEET SOUTH OF A DRIVE WAY FOR ADDRESS NUMBER 10897, 39.4 FEET
 MB2166'NORTHWEST OF A 36-INCH MAPLE TREE, AND 18.0 FEET WEST OF THE
 MB2166'CENTERLINE OF SHANK ROAD.  THE UNDERGROUND DISK IS SET IN AN
 MB2166'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2166'SURFACE.
 MB2166'
 MB2166'AZIMUTH MARK 65 046 2 P CO, STAMPED---65-046-2 1977---, IS A
 MB2166'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2166'CYLINDRICAL POST THAT IS FLUSH WITH THE GROUND.  IT IS 63.7 FEET
 MB2166'SOUTHWEST OF A 30-INCH MAPLE TREE, 52.8 FEET SOUTHEAST OF A
 MB2166'26-INCH MAPLE TREE, 47.0 FEET EAST OF A 20-INCH MAPLE TREE,
 MB2166'18.5 FEET WEST OF A 24-INCH MAPLE TREE, AND 18.8 FEET SOUTH OF
 MB2166'THE CENTERLINE OF KNOWLTON ROAD.
 MB2166'
 MB2166'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2166'LIGHT ABOVE STATION MARK WAS 1.4 METERS.  STATION 55 001 1 P CO
 MB2166'CAN BE USED AS AN AZIMUTH MARK.
 MB2166'
 MB2166'DESCRIBED BY C.D. TRONGE.
 MB2166
 MB2166                          STATION RECOVERY (1994)
 MB2166
 MB2166'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (JM)
 MB2166'--------REPORT BY ODOT --------YEAR 1994--------CONDITION - NOT FOUND
 MB2166' 
 MB2166'SHANK ROAD IS NOW CLOSED AND AREA HAS BEEN TORN UP BY A LOGGING
 MB2166'COMPANY.
 MB2166
 MB2166                          STATION RECOVERY (1997)
 MB2166
 MB2166'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2168 ***********************************************************************
 MB2168  DESIGNATION -  65 046 2 P CO
 MB2168  PID         -  MB2168
 MB2168  STATE/COUNTY-  OH/PORTAGE
 MB2168  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2168
 MB2168                         *CURRENT SURVEY CONTROL
 MB2168  ___________________________________________________________________
 MB2168* NAD 83(1995)-  41 17 27.27812(N)    081 00 19.56281(W)     ADJUSTED  
 MB2168* NAVD 88     -       280.     (meters)     919.     (feet)  VERTCON   
 MB2168  ___________________________________________________________________
 MB2168  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 MB2168  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB2168
 MB2168  HORZ ORDER  -  SECOND
 MB2168
 MB2168.The horizontal coordinates were established by classical geodetic methods
 MB2168.and adjusted by the National Geodetic Survey in April 1998..
 MB2168
 MB2168.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2168
 MB2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2168
 MB2168.The geoid height was determined by GEOID03.
 MB2168
 MB2168;                    North         East     Units Scale Factor Converg.
 MB2168;SPC OH N     -   181,439.354   725,178.275   MT  0.99994671   +0 58 54.7
 MB2168;UTM  17      - 4,571,051.729   499,544.998   MT  0.99960000   -0 00 12.9
 MB2168
 MB2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2168!SPC OH N     -   0.99996140  x   0.99994671  =   0.99990812
 MB2168!UTM  17      -   0.99996140  x   0.99960000  =   0.99956142
 MB2168
 MB2168                          SUPERSEDED SURVEY CONTROL
 MB2168
 MB2168  NAD 83(1986)-  41 17 27.28470(N)    081 00 19.55988(W) AD(       ) 2
 MB2168  NAD 27      -  41 17 27.08446(N)    081 00 20.22592(W) AD(       ) 2
 MB2168  NGVD 29 (07/19/86)  280.     (m)          919.     (f) VERT ANG       
 MB2168
 MB2168.Superseded values are not recommended for survey control.
 MB2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2168.See file dsdata.txt to determine how the superseded data were derived.
 MB2168
 MB2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9954571052(NAD 83)
 MB2168_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2168+STABILITY: SURFACE MOTION
 MB2168
 MB2168  HISTORY     - Date     Condition        Report By
 MB2168  HISTORY     - 1977     MONUMENTED       OH-133
 MB2168
 MB2168                          STATION DESCRIPTION
 MB2168
 MB2168'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2168'THE STATION IS ABOUT 5 MILES EAST OF GARRETTSVILLE, 4-1/2 MILES
 MB2168'NORTHEAST OF WINDHAM, 3 MILES SOUTHEAST OF NELSON, AND ON THE
 MB2168'RIGHT-OF-WAY OF KNOWLTON ROAD, TOWNSHIP HIGHWAY 295.
 MB2168'
 MB2168'TO REACH THE STATION FROM THE CENTER OF WINDHAM AT THE
 MB2168'INTERSECTION OF STATE ROUTE 303 AND MAIN STREET, PARKMAN ROAD,
 MB2168'COUNTY HIGHWAY 299, GO NORTH ON PARKMAN ROAD FOR 1.7 MILES TO
 MB2168'THE INTERSECTION OF STATE ROUTE 82.  TURN RIGHT AND GO
 MB2168'SOUTHEAST ON STATE ROUTE 82 FOR 2.6 MILES TO THE EAST PORTAGE
 MB2168'COUNTYLINE AND THE INTERSECTION OF SHANK ROAD, TOWNSHIP HIGHWAY
 MB2168'308.  TURN LEFT AND GO NORTH ON SHANK ROAD FOR 2.75 MILES TO THE
 MB2168'INTERSECTION OF KNOWLTON ROAD, TOWNSHIP HIGHWAY
 MB2168'295.  TURN LEFT AND GO WEST FOR 0.15 MILE TO THE STATION ON
 MB2168'THE LEFT.
 MB2168'
 MB2168'STATION MARK, STAMPED---65-046-2 1977---, IS A PORTAGE COUNTY
 MB2168'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2168'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 63.7 FEET
 MB2168'SOUTHWEST OF A 30-INCH MAPLE TREE, 52.8 FEET SOUTHEAST OF A
 MB2168'26-INCH MAPLE TREE, 47.0 FEET EAST OF A 20-INCH MAPLE TREE,
 MB2168'18.5 FEET WEST OF A 24-INCH MAPLE TREE, AND 18.8 FEET SOUTH OF
 MB2168'THE CENTERLINE OF KNOWLTON ROAD.
 MB2168'
 MB2168'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2168'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 65 046 1 P CO
 MB2168'CAN BE USED AS AN AZIMUTH MARK.
 MB2168'
 MB2168'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2173 ***********************************************************************
 MB2173  DESIGNATION -  65 048 1 P CO
 MB2173  PID         -  MB2173
 MB2173  STATE/COUNTY-  OH/PORTAGE
 MB2173  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2173
 MB2173                         *CURRENT SURVEY CONTROL
 MB2173  ___________________________________________________________________
 MB2173* NAD 83(1995)-  41 18 35.65037(N)    081 00 41.70592(W)     ADJUSTED  
 MB2173* NAVD 88     -       292.1    (meters)     958.     (feet)  VERTCON   
 MB2173  ___________________________________________________________________
 MB2173  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 MB2173  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB2173
 MB2173  HORZ ORDER  -  SECOND
 MB2173
 MB2173.The horizontal coordinates were established by classical geodetic methods
 MB2173.and adjusted by the National Geodetic Survey in April 1998..
 MB2173
 MB2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2173
 MB2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2173
 MB2173.The geoid height was determined by GEOID03.
 MB2173
 MB2173;                    North         East     Units Scale Factor Converg.
 MB2173;SPC OH N     -   183,539.405   724,627.163   MT  0.99994805   +0 58 40.1
 MB2173;UTM  17      - 4,573,160.214   499,030.263   MT  0.99960001   -0 00 27.5
 MB2173
 MB2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2173!SPC OH N     -   0.99995948  x   0.99994805  =   0.99990753
 MB2173!UTM  17      -   0.99995948  x   0.99960001  =   0.99955950
 MB2173
 MB2173:                Primary Azimuth Mark                     Grid Az
 MB2173:SPC OH N     -  65 051 1 P CO                            359 03 49.7
 MB2173:UTM  17      -  65 051 1 P CO                            000 02 57.3
 MB2173
 MB2173|---------------------------------------------------------------------|
 MB2173| PID    Reference Object                     Distance      Geod. Az  |
 MB2173|                                                           dddmmss.s |
 MB2173| MB2171 65 051 1 P CO                       APPROX. 2.1 KM 0000229.8 |
 MB2173|---------------------------------------------------------------------|
 MB2173
 MB2173                          SUPERSEDED SURVEY CONTROL
 MB2173
 MB2173  NAD 83(1986)-  41 18 35.65717(N)    081 00 41.70243(W) AD(       ) 2
 MB2173  NAD 27      -  41 18 35.45628(N)    081 00 42.36714(W) AD(       ) 2
 MB2173  NGVD 29 (07/19/86)  292.3    (m)          959.     (f) VERT ANG       
 MB2173
 MB2173.Superseded values are not recommended for survey control.
 MB2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2173.See file dsdata.txt to determine how the superseded data were derived.
 MB2173
 MB2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9903073160(NAD 83)
 MB2173_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2173+STABILITY: SURFACE MOTION
 MB2173
 MB2173  HISTORY     - Date     Condition        Report By
 MB2173  HISTORY     - 1977     MONUMENTED       OH-133
 MB2173
 MB2173                          STATION DESCRIPTION
 MB2173
 MB2173'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2173'THE STATION IS ABOUT 5-3/4 MILES NORTHEAST OF WINDHAM, 5 MILES
 MB2173'WEST-NORTHWEST OF GARRETTSVILLE, 2 MILES EAST OF NELSON, AND
 MB2173'ON THE RIGHT-OF-WAY OF STATE ROUTE 305.
 MB2173'
 MB2173'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 305
 MB2173'AND PARKMAN ROAD, COUNTY HIGHWAY 299, IN NELSON, GO
 MB2173'EAST FOR 2.0 MILES ON STATE ROUTE 305 TO THE T-INTERSECTION OF
 MB2173'FENSTERMAKER ROAD, TOWNSHIP HIGHWAY 307, AND THE STATION
 MB2173'ON THE RIGHT.
 MB2173'
 MB2173'STATION MARKS, STAMPED---65-048-1 1977---, ARE PORTAGE COUNTY
 MB2173'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2173'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2173'SURFACE.  IT IS 114.4 FEET WEST OF A 24-INCH MAPLE TREE, 106.6
 MB2173'FEET NORTHEAST OF THE NORTH CORNER OF A LARGE BLOCK BUILDING,
 MB2173'80.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TWO STORY
 MB2173'FRAME HOUSE, 60.8 FEET SOUTHWEST OF POWER POLE NUMBER 47AF/39,
 MB2173'AND 25.7 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 305.  THE
 MB2173'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2173'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2173'
 MB2173'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2173'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATIONS
 MB2173'65 033 1 P CO AND 65 051 1 P CO CAN BE USED AS AZIMUTH MARKS.
 MB2173'
 MB2173'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2171 ***********************************************************************
 MB2171  DESIGNATION -  65 051 1 P CO
 MB2171  PID         -  MB2171
 MB2171  STATE/COUNTY-  OH/PORTAGE
 MB2171  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2171
 MB2171                         *CURRENT SURVEY CONTROL
 MB2171  ___________________________________________________________________
 MB2171* NAD 83(1995)-  41 19 42.70114(N)    081 00 41.64134(W)     ADJUSTED  
 MB2171* NAVD 88     -       329.6    (meters)    1081.     (feet)  VERTCON   
 MB2171  ___________________________________________________________________
 MB2171  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 MB2171  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB2171
 MB2171  HORZ ORDER  -  SECOND
 MB2171
 MB2171.The horizontal coordinates were established by classical geodetic methods
 MB2171.and adjusted by the National Geodetic Survey in April 1998..
 MB2171
 MB2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2171
 MB2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2171
 MB2171.The geoid height was determined by GEOID03.
 MB2171
 MB2171;                    North         East     Units Scale Factor Converg.
 MB2171;SPC OH N     -   185,607.541   724,593.366   MT  0.99994948   +0 58 40.2
 MB2171;UTM  17      - 4,575,227.905   499,032.041   MT  0.99960001   -0 00 27.5
 MB2171
 MB2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2171!SPC OH N     -   0.99995360  x   0.99994948  =   0.99990308
 MB2171!UTM  17      -   0.99995360  x   0.99960001  =   0.99955362
 MB2171
 MB2171:                Primary Azimuth Mark                     Grid Az
 MB2171:SPC OH N     -  65 052 4 P CO                            358 55 46.9
 MB2171:UTM  17      -  65 052 4 P CO                            359 54 54.6
 MB2171
 MB2171|---------------------------------------------------------------------|
 MB2171| PID    Reference Object                     Distance      Geod. Az  |
 MB2171|                                                           dddmmss.s |
 MB2171| MB2172 65 052 4 P CO                       APPROX. 0.6 KM 3595427.1 |
 MB2171|---------------------------------------------------------------------|
 MB2171
 MB2171                          SUPERSEDED SURVEY CONTROL
 MB2171
 MB2171  NAD 83(1986)-  41 19 42.70805(N)    081 00 41.63741(W) AD(       ) 2
 MB2171  NAD 27      -  41 19 42.50788(N)    081 00 42.30139(W) AD(       ) 2
 MB2171  NGVD 29 (07/19/86)  329.8    (m)         1082.     (f) VERT ANG       
 MB2171
 MB2171.Superseded values are not recommended for survey control.
 MB2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2171.See file dsdata.txt to determine how the superseded data were derived.
 MB2171
 MB2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9903275228(NAD 83)
 MB2171_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2171_SETTING: 66 = SET IN ROCK OUTCROP
 MB2171_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MB2171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB2171+STABILITY: POSITION/ELEVATION WELL
 MB2171
 MB2171  HISTORY     - Date     Condition        Report By
 MB2171  HISTORY     - 1977     MONUMENTED       OH-133
 MB2171
 MB2171                          STATION DESCRIPTION
 MB2171
 MB2171'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2171'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF GARRETTSVILLE,
 MB2171'2-1/2 MILES NORTHEAST OF NELSON, 1-1/2 MILES SOUTHWEST OF THE
 MB2171'NORTHEAST CORNER OF PORTAGE COUNTY, AND ON THE RIGHT-OF-WAY OF
 MB2171'FENSTERMAKER ROAD, TOWNSHIP HIGHWAY 307.
 MB2171'
 MB2171'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 282
 MB2171'AND 305 JUST EAST OF NELSON, GO EAST ON STATE ROUTE
 MB2171'305 FOR 1.2 MILES TO THE INTERSECTION OF FENSTERMAKER ROAD.
 MB2171'TURN LEFT AND GO NORTH 1.3 MILES TO THE
 MB2171'STATION IN THE ROAD SURFACE, 0.15 MILE NORTH OF THE
 MB2171'INTERSECTION OF KENNEDY LEDGE ROAD, TOWNSHIP HIGHWAY 306.
 MB2171'
 MB2171'STATION MARK, STAMPED---65-051-1 1977---, IS A
 MB2171'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF SANDSTONE
 MB2171'16 INCHES BELOW THE ROAD SURFACE.  IT IS 49.2 FEET
 MB2171'NORTH-NORTHWEST OF AN 18-INCH MAPLE TREE, 34.2 FEET NORTHWEST
 MB2171'OF AN 18-INCH MAPLE TREE, 40.8 FEET SOUTHWEST OF A 12-INCH
 MB2171'WALNUT TREE, 23.1 FEET WEST OF TELEPHONE AND POWER POLE
 MB2171'NUMBER 46AF12, AND 3.5 FEET EAST OF THE CENTERLINE OF
 MB2171'FENSTERMAKER ROAD.
 MB2171'
 MB2171'NO REFERENCE MARK ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2171'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2171'STATIONS 65 048 1 P CO AND 65 052 4 P CO CAN BE USED AS
 MB2171'AZIMUTH MARKS.
 MB2171'
 MB2171'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2170 ***********************************************************************
 MB2170  DESIGNATION -  65 052 1 P CO
 MB2170  PID         -  MB2170
 MB2170  STATE/COUNTY-  OH/PORTAGE
 MB2170  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2170
 MB2170                         *CURRENT SURVEY CONTROL
 MB2170  ___________________________________________________________________
 MB2170* NAD 83(1995)-  41 20 05.68499(N)    081 00 40.95139(W)     ADJUSTED  
 MB2170* NAVD 88     -       308.9    (meters)    1013.     (feet)  VERTCON   
 MB2170  ___________________________________________________________________
 MB2170  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 MB2170  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB2170
 MB2170  HORZ ORDER  -  SECOND
 MB2170
 MB2170.The horizontal coordinates were established by classical geodetic methods
 MB2170.and adjusted by the National Geodetic Survey in April 1998..
 MB2170
 MB2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2170
 MB2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2170
 MB2170.The geoid height was determined by GEOID03.
 MB2170
 MB2170;                    North         East     Units Scale Factor Converg.
 MB2170;SPC OH N     -   186,316.730   724,597.306   MT  0.99994999   +0 58 40.6
 MB2170;UTM  17      - 4,575,936.673   499,048.172   MT  0.99960001   -0 00 27.0
 MB2170
 MB2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2170!SPC OH N     -   0.99995684  x   0.99994999  =   0.99990684
 MB2170!UTM  17      -   0.99995684  x   0.99960001  =   0.99955687
 MB2170
 MB2170|---------------------------------------------------------------------|
 MB2170| PID    Reference Object                     Distance      Geod. Az  |
 MB2170|                                                           dddmmss.s |
 MB2170| MB2169 65 052 2 P CO                       216.182 METERS 13220     |
 MB2170| MB2172 65 052 4 P CO                        91.565 METERS 19044     |
 MB2170| MB2176 65 044 1 P CO                       APPROX. 1.5 KM 3110653.4 |
 MB2170|---------------------------------------------------------------------|
 MB2170
 MB2170                          SUPERSEDED SURVEY CONTROL
 MB2170
 MB2170  NAD 83(1986)-  41 20 05.69189(N)    081 00 40.94730(W) AD(       ) 2
 MB2170  NAD 27      -  41 20 05.49201(N)    081 00 41.61108(W) AD(       ) 2
 MB2170  NGVD 29 (07/19/86)  309.1    (m)         1014.     (f) VERT ANG       
 MB2170
 MB2170.Superseded values are not recommended for survey control.
 MB2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2170.See file dsdata.txt to determine how the superseded data were derived.
 MB2170
 MB2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9904875937(NAD 83)
 MB2170_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2170+STABILITY: SURFACE MOTION
 MB2170
 MB2170  HISTORY     - Date     Condition        Report By
 MB2170  HISTORY     - 1977     MONUMENTED       OH-133
 MB2170
 MB2170                          STATION DESCRIPTION
 MB2170
 MB2170'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2170'THE STATION IS ABOUT 7-1/2 MILES NORTHEAST OF WINDHAM, 7-1/4
 MB2170'MILES EAST-NORTHEAST OF HIRAM, 4-1/2 MILES SOUTHWEST OF
 MB2170'FARMINGTON, AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 422.
 MB2170'
 MB2170'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 282
 MB2170'AND 305 EAST OF NELSON, GO EAST ON STATE ROUTE 305 FOR
 MB2170'1.2 MILES TO THE T-INTERSECTION OF FENSTERMAKER ROAD, TOWNSHIP
 MB2170'HIGHWAY 307.  TURN LEFT AND GO NORTH ON FENSTERMAKER ROAD FOR
 MB2170'1.75 MILES TO THE T-INTERSECTION OF U.S. HIGHWAY 422.
 MB2170'THE STATION IS ACROSS THE INTERSECTION ON THE NORTH SIDE OF THE
 MB2170'THE NORTHWEST BOUND LANE OF U.S. HIGHWAY 422.  TURN
 MB2170'RIGHT AND GO SOUTHEAST ON U.S. HIGHWAY 422 FOR 0.15 MILE
 MB2170'TO AZIMUTH MARK 65 052 2 P CO ON THE LEFT, NORTH OF THE
 MB2170'NORTHWEST BOUND LANE.
 MB2170'
 MB2170'STATION MARKS, STAMPED---65-052-1 1977---, ARE PORTAGE COUNTY
 MB2170'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2170'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2170'SURFACE.  IT IS 77.4 FEET SOUTHEAST OF A 10-INCH PEAR TREE,
 MB2170'71.9 FEET WEST OF A 6-INCH CHERRY TREE, 64.0 FEET NORTHWEST OF
 MB2170'THE CENTER OF AN ASPHALT DRIVEWAY, AND 30.8 FEET NORTH OF A
 MB2170'CROSS CHISELED IN THE NORTH RIM OF A CATCH BASIN LID IN THE
 MB2170'MEDIAN STRIP OF U.S. HIGHWAY 422.  THE UNDERGROUND
 MB2170'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 MB2170'BELOW THE GROUND SURFACE.
 MB2170'
 MB2170'AZIMUTH MARK 65 052 2 P CO, STAMPED---65-052-2 1977---, IS A
 MB2170'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2170'CYLINDRICAL CONCRETE POST THAT IS FULSH WITH THE GROUND
 MB2170'SURFACE.  IT IS 121.2 FEET SOUTHEAST OF AN UNDERGROUND
 MB2170'TELEPHONE CABLE MARKER, 100.2 FEET NORTH OF A BRIDGE SPIKE IN
 MB2170'THE WEST SIDE OF A 6-INCH PINE TREE, 23.9 FEET NORTHEAST OF THE
 MB2170'CENTERLINE OF THE NORTHWEST BOUND LANE OF U.S. HIGHWAY
 MB2170'422, AND 19.4 FEET SOUTH OF TELEPHONE AND POWER POLE NUMBER
 MB2170'45-AF-4/5.
 MB2170'
 MB2170'AZIMUTH MARK 65 044 1 P CO,
 MB2170'STAMPED---65-044-1 1977---, IS A PORTAGE COUNTY
 MB2170'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINCRICAL CONCRETE
 MB2170'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 0.1 MILE
 MB2170'NORTHWEST OF THE INTERSECTION OF HOBART ROAD, TOWNSHIP HIGHWAY
 MB2170'302, 191.8 FEET NORTHWEST OF A 15-INCH ELM TREE, 78.2 FEET
 MB2170'NORTHEAST OF THE NORTHEAST CORNER OF A LOG HOUSE, ADDRESS
 MB2170'NUMBER 12879, 42.9 FEET NORTHEAST OF A 6-INCH PINE TREE, 20.8
 MB2170'FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND
 MB2170'LANE OF U.S. HIGHWAY 422, AND 16.9 FEET NORTHWEST OF A
 MB2170'15-INCH ASH TREE.
 MB2170'
 MB2170'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2170'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2170'STATIONS 65 052 4 P CO AND 66 025 1 P CO CAN BE USED AS AZIMUTH
 MB2170'MARKS.
 MB2170'
 MB2170'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2169 ***********************************************************************
 MB2169  DESIGNATION -  65 052 2 P CO
 MB2169  PID         -  MB2169
 MB2169  STATE/COUNTY-  OH/PORTAGE
 MB2169  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2169
 MB2169                         *CURRENT SURVEY CONTROL
 MB2169  ___________________________________________________________________
 MB2169* NAD 83(1995)-  41 20 00.96612(N)    081 00 34.07820(W)     ADJUSTED  
 MB2169* NAVD 88     -       314.     (meters)    1030.     (feet)  VERTCON   
 MB2169  ___________________________________________________________________
 MB2169  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 MB2169  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB2169
 MB2169  HORZ ORDER  -  SECOND
 MB2169
 MB2169.The horizontal coordinates were established by classical geodetic methods
 MB2169.and adjusted by the National Geodetic Survey in April 1998..
 MB2169
 MB2169.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2169
 MB2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2169
 MB2169.The geoid height was determined by GEOID03.
 MB2169
 MB2169;                    North         East     Units Scale Factor Converg.
 MB2169;SPC OH N     -   186,173.910   724,759.579   MT  0.99994988   +0 58 45.1
 MB2169;UTM  17      - 4,575,791.134   499,207.908   MT  0.99960001   -0 00 22.5
 MB2169
 MB2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2169!SPC OH N     -   0.99995607  x   0.99994988  =   0.99990596
 MB2169!UTM  17      -   0.99995607  x   0.99960001  =   0.99955610
 MB2169
 MB2169                          SUPERSEDED SURVEY CONTROL
 MB2169
 MB2169  NAD 83(1986)-  41 20 00.97300(N)    081 00 34.07415(W) AD(       ) 2
 MB2169  NAD 27      -  41 20 00.77305(N)    081 00 34.73816(W) AD(       ) 2
 MB2169  NGVD 29 (07/19/86)  314.     (m)         1030.     (f) VERT ANG       
 MB2169
 MB2169.Superseded values are not recommended for survey control.
 MB2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2169.See file dsdata.txt to determine how the superseded data were derived.
 MB2169
 MB2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9920875791(NAD 83)
 MB2169_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2169+STABILITY: SURFACE MOTION
 MB2169
 MB2169  HISTORY     - Date     Condition        Report By
 MB2169  HISTORY     - 1977     MONUMENTED       OH-133
 MB2169
 MB2169                          STATION DESCRIPTION
 MB2169
 MB2169'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2169'THE STATION IS ABOUT 7-1/2 MILES NORTHEAST OF HIRAM, 4-1/2
 MB2169'MILES SOUTHWEST OF FARMINGTON, AND ON THE RIGHT-OF-WAY OF
 MB2169'U.S. HIGHWAY 422.
 MB2169'
 MB2169'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 282
 MB2169'AND 305 EAST OF NELSON, GO EAST ON STATE ROUTE 305 FOR
 MB2169'1.2 MILES TO THE T-INTERSECTION OF FENSTERMAKER ROAD, TOWNSHIP
 MB2169'HIGHWAY 307.  TURN LEFT AND GO NORTH ON FENSTERMAKER ROAD FOR
 MB2169'1.75 MILES TO THE T-INTERSECTION OF U.S. HIGHWAY 422.  TURN RIGHT
 MB2169'AND GO SOUTHEAST ON U.S. HIGHWAY 422 FOR 0.15 MILE TO THE
 MB2169'STATION ON THE LEFT, NORTH OF THE NORTHWEST BOUND LANE.
 MB2169'
 MB2169'STATION MARK, STAMPED---65-052-2 1977---, IS A PORTAGE COUNTY
 MB2169'BRASS DISK THAT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2169'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2169'121.2 FEET SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE MARKER,
 MB2169'100.2 FEET NORTH OF A BRIDGE SPIKE IN THE WEST SIDE OF A 6-INCH
 MB2169'PINE TREE, 23.9 FEET NORTHEAST OF THE CENTERLINE OF THE
 MB2169'NORTHWEST BOUND LANE OF U.S. HIGHWAY 422, AND 19.4 FEET SOUTH
 MB2169'OF TELEPHONE AND POWER POLE NUMBER 45-AF-4/5.
 MB2169'
 MB2169'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION. HEIGHT OF
 MB2169'LIGHT ABOVE STATION MARK WAS 1.6 METERS.  STATION 65 052 1 P CO
 MB2169'CAN BE USED AS AN AZIMUTH MARK.
 MB2169'
 MB2169'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2167 ***********************************************************************
 MB2167  DESIGNATION -  65 052 3
 MB2167  PID         -  MB2167
 MB2167  STATE/COUNTY-  OH/TRUMBULL
 MB2167  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2167
 MB2167                         *CURRENT SURVEY CONTROL
 MB2167  ___________________________________________________________________
 MB2167* NAD 83(1995)-  41 20 52.28349(N)    081 00 11.61087(W)     ADJUSTED  
 MB2167* NAVD 88     -       285.     (meters)     935.     (feet)  VERTCON   
 MB2167  ___________________________________________________________________
 MB2167  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 MB2167  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB2167
 MB2167  HORZ ORDER  -  SECOND
 MB2167
 MB2167.The horizontal coordinates were established by classical geodetic methods
 MB2167.and adjusted by the National Geodetic Survey in April 1998..
 MB2167
 MB2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2167
 MB2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2167
 MB2167.The geoid height was determined by GEOID03.
 MB2167
 MB2167;                    North         East     Units Scale Factor Converg.
 MB2167;SPC OH N     -   187,765.693   725,254.734   MT  0.99995107   +0 58 59.9
 MB2167;UTM  17      - 4,577,373.611   499,730.183   MT  0.99960000   -0 00 07.7
 MB2167
 MB2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2167!SPC OH N     -   0.99996062  x   0.99995107  =   0.99991170
 MB2167!UTM  17      -   0.99996062  x   0.99960000  =   0.99956064
 MB2167
 MB2167                          SUPERSEDED SURVEY CONTROL
 MB2167
 MB2167  NAD 83(1986)-  41 20 52.29027(N)    081 00 11.60645(W) AD(       ) 2
 MB2167  NAD 27      -  41 20 52.09086(N)    081 00 12.27110(W) AD(       ) 2
 MB2167  NGVD 29 (07/19/86)  285.     (m)          935.     (f) VERT ANG       
 MB2167
 MB2167.Superseded values are not recommended for survey control.
 MB2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2167.See file dsdata.txt to determine how the superseded data were derived.
 MB2167
 MB2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9973077374(NAD 83)
 MB2167_MARKER: Z = SEE DESCRIPTION
 MB2167_SETTING: 0 = UNSPECIFIED SETTING
 MB2167_MARK LOGO: OH-133
 MB2167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2167
 MB2167  HISTORY     - Date     Condition        Report By
 MB2167  HISTORY     - 1977     MONUMENTED       OH-133
 MB2167  HISTORY     - 19940603 MARK NOT FOUND   OHDT
 MB2167
 MB2167                          STATION DESCRIPTION
 MB2167
 MB2167'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2167'THE STATION IS ABOUT 5 MILES SOUTHEAST OF PARKMAN, 4-1/2
 MB2167'MILES SOUTHWEST OF WEST FARMINGTON, 3-3/4 MILES NORTHEAST OF
 MB2167'NELSON, AND IN THE INTERSECTION OF REYNOLDS ROAD, TOWNSHIP
 MB2167'HIGHWAY 303, AND CHALKER ROAD, TOWNSHIP HIGHWAY 305.
 MB2167'
 MB2167'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 282
 MB2167'AND 305 EAST OF NELSON, GO EAST ON STATE ROUTE 305 FOR
 MB2167'1.2 MILES TO THE T-INTERSECTION OF FENSTERMAKER ROAD,
 MB2167'TOWNSHIP HIGHWAY 307.  TURN LEFT AND GO NORTH ON FENSTERMAKER
 MB2167'ROAD FOR 1.75 MILES TO THE T-INTERSECTION OF U.S. HIGHWAY 422.
 MB2167'TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 422 FOR 0.75 MILE TO
 MB2167'THE INTERSECTION OF HOBART ROAD, TOWNSHIP HIGHWAY 302.  TURN
 MB2167'RIGHT AND GO NORTH ON HOBART ROAD FOR 0.4 MILE TO THE
 MB2167'INTERSECTION OF REYNOLDS ROAD.  TURN
 MB2167'RIGHT AND GO EAST ON REYNOLDS ROAD FOR 0.85 MILE TO THE
 MB2167'INTERSECTION OF CHALKER ROAD AND THE
 MB2167'STATION IN THE INTERSECTION.
 MB2167'
 MB2167'STATION MARK IS A 10-INCH ROUNDED
 MB2167'STONE WITH A 1-INCH CROSS CUT ON THE SURFACE AND ABOUT
 MB2167'10 INCHES BELOW THE ROAD SURFACE.  IT IS THE NORTHEAST
 MB2167'CORNER MARKER OF PORTAGE COUNTY, 52.09 FEET SOUTHWEST OF
 MB2167'A BRIDGE SPIKE IN THE SOUTH SIDE OF A MULTI-TRUNKED 10-INCH ASH
 MB2167'TREE, 42.3 FEET SOUTH OF A 4-INCH HICKORY TREE, AND 35.83 FEET
 MB2167'NORTHEAST OF A P.K. SPIKE IN THE EAST SIDE OF POWER POLE
 MB2167'NUMBER 45AF/8.
 MB2167'
 MB2167'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2167'LIGHT ABOVE STATION MARK WAS 4.1 METERS.
 MB2167'STATION 66 025 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2167'
 MB2167'DESCRIBED BY F.J. PINTER.
 MB2167
 MB2167                          STATION RECOVERY (1994)
 MB2167
 MB2167'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (JM)
 MB2167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2172 ***********************************************************************
 MB2172  DESIGNATION -  65 052 4 P CO
 MB2172  PID         -  MB2172
 MB2172  STATE/COUNTY-  OH/PORTAGE
 MB2172  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2172
 MB2172                         *CURRENT SURVEY CONTROL
 MB2172  ___________________________________________________________________
 MB2172* NAD 83(1995)-  41 20 02.76879(N)    081 00 41.68431(W)     ADJUSTED  
 MB2172* NAVD 88     -       315.3    (meters)    1034.     (feet)  VERTCON   
 MB2172  ___________________________________________________________________
 MB2172  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 MB2172  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB2172
 MB2172  HORZ ORDER  -  SECOND
 MB2172
 MB2172.The horizontal coordinates were established by classical geodetic methods
 MB2172.and adjusted by the National Geodetic Survey in April 1998..
 MB2172
 MB2172.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2172
 MB2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2172
 MB2172.The geoid height was determined by GEOID03.
 MB2172
 MB2172;                    North         East     Units Scale Factor Converg.
 MB2172;SPC OH N     -   186,226.491   724,581.803   MT  0.99994992   +0 58 40.1
 MB2172;UTM  17      - 4,575,846.746   499,031.124   MT  0.99960001   -0 00 27.5
 MB2172
 MB2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2172!SPC OH N     -   0.99995584  x   0.99994992  =   0.99990576
 MB2172!UTM  17      -   0.99995584  x   0.99960001  =   0.99955587
 MB2172
 MB2172|---------------------------------------------------------------------|
 MB2172| PID    Reference Object                     Distance      Geod. Az  |
 MB2172|                                                           dddmmss.s |
 MB2172| MB2170 65 052 1 P CO                        91.565 METERS 01044     |
 MB2172| MB2171 65 051 1 P CO                       APPROX. 0.6 KM 1795427.1 |
 MB2172|---------------------------------------------------------------------|
 MB2172
 MB2172                          SUPERSEDED SURVEY CONTROL
 MB2172
 MB2172  NAD 83(1986)-  41 20 02.77570(N)    081 00 41.68024(W) AD(       ) 2
 MB2172  NAD 27      -  41 20 02.57577(N)    081 00 42.34401(W) AD(       ) 2
 MB2172  NGVD 29 (07/19/86)  315.5    (m)         1035.     (f) VERT ANG       
 MB2172
 MB2172.Superseded values are not recommended for survey control.
 MB2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2172.See file dsdata.txt to determine how the superseded data were derived.
 MB2172
 MB2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9903175847(NAD 83)
 MB2172_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2172+STABILITY: SURFACE MOTION
 MB2172
 MB2172  HISTORY     - Date     Condition        Report By
 MB2172  HISTORY     - 1977     MONUMENTED       OH-133
 MB2172
 MB2172                          STATION DESCRIPTION
 MB2172
 MB2172'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2172'THE STATION IS ABOUT 7-1/4 MILES EAST OF HIRAM, 2-1/2 MILES
 MB2172'NORTHEAST OF NELSON, 1 MILE SOUTH-SOUTHWEST OF THE NORTHEAST
 MB2172'CORNER OF PORTAGE COUNTY, AND ON THE RIGHT-OF-WAY OF
 MB2172'FENSTERMAKER ROAD, TOWNSHIP HIGHWAY 307.
 MB2172'
 MB2172'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 282
 MB2172'AND 305 EAST OF NELSON, GO EAST ON STATE ROUTE 305 FOR
 MB2172'1.2 MILES TO THE T-INTERSECTION OF FENSTERMAKER ROAD.  TURN
 MB2172'LEFT AND GO NORTH ON FENSTERMAKER ROAD
 MB2172'FOR 1.6 MILES TO THE STATION IN THE CENTER OF THE ROAD
 MB2172'SURFACE.
 MB2172'
 MB2172'STATION MARK, STAMPED---65-052-4 1977---, IS A PORTAGE COUNTY
 MB2172'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINCRICAL CONCRETE
 MB2172'THAT IS 10 INCHES BELOW THE ROAD SURFACE.  IT IS 26.6
 MB2172'FEET WEST OF A TELEPHONE POLE, 38.7 FEET NORTHWEST OF A 3-INCH
 MB2172'ASH TREE, 44.4 FEET SOUTHEAST OF THE CORNER OF A PICKET FENCE
 MB2172'NEAR A DRIVEWAY, AND IN THE CENTERLINE OF FENSTERMAKER ROAD.
 MB2172'
 MB2172'NO REFERENCE MARKS ESTABLISHED FOR THIS STAION.  HEIGHT OF
 MB2172'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2172'STATIONS 65 051 1 P CO AND 65 052 1 P CO CAN BE USED AS AZIMUTH
 MB2172'MARKS.
 MB2172'
 MB2172'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0185 ***********************************************************************
 JZ0185  DESIGNATION -  653
 JZ0185  PID         -  JZ0185
 JZ0185  STATE/COUNTY-  OH/BUTLER
 JZ0185  USGS QUAD   -  MIDDLETOWN (1981)
 JZ0185
 JZ0185                         *CURRENT SURVEY CONTROL
 JZ0185  ___________________________________________________________________
 JZ0185* NAD 83(1986)-  39 31 07.     (N)    084 24 14.     (W)     SCALED    
 JZ0185* NAVD 88     -       198.661  (meters)     651.77   (feet)  ADJUSTED  
 JZ0185  ___________________________________________________________________
 JZ0185  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JZ0185  DYNAMIC HT  -         198.545 (meters)     651.39  (feet)  COMP
 JZ0185  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 JZ0185
 JZ0185  VERT ORDER  -  SECOND    CLASS 0
 JZ0185
 JZ0185.The horizontal coordinates were scaled from a topographic map and have
 JZ0185.an estimated accuracy of +/- 6 seconds.
 JZ0185
 JZ0185.The orthometric height was determined by differential leveling
 JZ0185.and adjusted by the National Geodetic Survey in June 1991..
 JZ0185
 JZ0185.The geoid height was determined by GEOID03.
 JZ0185
 JZ0185.The dynamic height is computed by dividing the NAVD 88
 JZ0185.geopotential number by the normal gravity value computed on the
 JZ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0185.degrees latitude (g = 980.6199 gals.).
 JZ0185
 JZ0185.The modeled gravity was interpolated from observed gravity values.
 JZ0185
 JZ0185;                    North         East    Units  Estimated Accuracy
 JZ0185;SPC OH S     -   170,310.      436,310.      MT  (+/- 180 meters Scaled)
 JZ0185
 JZ0185                          SUPERSEDED SURVEY CONTROL
 JZ0185
 JZ0185  NGVD 29 (??/??/92)  198.835  (m)          652.34   (f) ADJ UNCH    2 0
 JZ0185
 JZ0185.Superseded values are not recommended for survey control.
 JZ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0185.See file dsdata.txt to determine how the superseded data were derived.
 JZ0185
 JZ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ231775(NAD 83)
 JZ0185_MARKER: DD = SURVEY DISK
 JZ0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0185_SP_SET: PORCH
 JZ0185_STAMPING: 653
 JZ0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0185
 JZ0185  HISTORY     - Date     Condition        Report By
 JZ0185  HISTORY     - UNK      MONUMENTED       USGS
 JZ0185  HISTORY     - 1947     GOOD             NGS
 JZ0185  HISTORY     - 20020926 MARK NOT FOUND   BUTCOE
 JZ0185
 JZ0185                          STATION DESCRIPTION
 JZ0185
 JZ0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0185'AT MIDDLETOWN.
 JZ0185'AT MIDDLETOWN, SET VERTICALLY IN THE SOUHEAST FACE OF THE
 JZ0185'SOUTHWEST END OF THE COLUMNED PORTION OF THE PORCH OF THE POST
 JZ0185'OFFICE BUILDING, 37 FEET NORTHEAST OF THE NORTHEAST CURB OF
 JZ0185'MANCHESTER AVENUE, 21 FEET NORTHWEST OF THE NORTHWEST CURB OF
 JZ0185'MAIN STREET (STATE HIGHWAY 4 AND 73), 1.6 FEET ABOVE THE GROUND,
 JZ0185'0.4 FOOT NORTHEAST OF THE SOUTHWEST END OF THE PORCH.
 JZ0185
 JZ0185                          STATION RECOVERY (2002)
 JZ0185
 JZ0185'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ0185'BUILDING IS DEYSTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1528 ***********************************************************************
 JX1528  DESIGNATION -  654
 JX1528  PID         -  JX1528
 JX1528  STATE/COUNTY-  OH/MORGAN
 JX1528  USGS QUAD   -  STOCKPORT (1994)
 JX1528
 JX1528                         *CURRENT SURVEY CONTROL
 JX1528  ___________________________________________________________________
 JX1528* NAD 83(1986)-  39 31 17.     (N)    081 45 16.     (W)     SCALED    
 JX1528* NAVD 88     -       198.925  (meters)     652.64   (feet)  ADJUSTED  
 JX1528  ___________________________________________________________________
 JX1528  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX1528  DYNAMIC HT  -         198.804 (meters)     652.24  (feet)  COMP
 JX1528  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 JX1528
 JX1528  VERT ORDER  -  FIRST     CLASS II
 JX1528
 JX1528.The horizontal coordinates were scaled from a topographic map and have
 JX1528.an estimated accuracy of +/- 6 seconds.
 JX1528
 JX1528.The orthometric height was determined by differential leveling
 JX1528.and adjusted by the National Geodetic Survey in June 1991..
 JX1528
 JX1528.The geoid height was determined by GEOID03.
 JX1528
 JX1528.The dynamic height is computed by dividing the NAVD 88
 JX1528.geopotential number by the normal gravity value computed on the
 JX1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1528.degrees latitude (g = 980.6199 gals.).
 JX1528
 JX1528.The modeled gravity was interpolated from observed gravity values.
 JX1528
 JX1528;                    North         East    Units  Estimated Accuracy
 JX1528;SPC OH S     -   169,160.      664,100.      MT  (+/- 180 meters Scaled)
 JX1528
 JX1528                          SUPERSEDED SURVEY CONTROL
 JX1528
 JX1528  NGVD 29 (??/??/92)  199.120  (m)          653.28   (f) ADJ UNCH    1 2
 JX1528
 JX1528.Superseded values are not recommended for survey control.
 JX1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1528.See file dsdata.txt to determine how the superseded data were derived.
 JX1528
 JX1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD351749(NAD 83)
 JX1528_MARKER: DD = SURVEY DISK
 JX1528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1528_SP_SET: CULVERT
 JX1528_STAMPING: 654
 JX1528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1528
 JX1528  HISTORY     - Date     Condition        Report By
 JX1528  HISTORY     - UNK      MONUMENTED       USGS
 JX1528  HISTORY     - 1959     GOOD             NGS
 JX1528
 JX1528                          STATION DESCRIPTION
 JX1528
 JX1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX1528'3 MI SE FROM STOCKPORT.
 JX1528'ABOUT 3.0 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1528'FROM THE STATION AT STOCKPORT, 0.3 MILE WEST OF A BLACK TOP
 JX1528'ROAD CROSSING AT ROXBURY, AT MILEPOLE 37-11, 12 FEET NORTH OF
 JX1528'THE NORTH RAIL, 11 1/2 FEET SOUTH OF THE CENTER LINE OF BLACK
 JX1528'TOP ROAD, PARALLELING THE TRACK, IN TOP OF THE EAST END OF THE
 JX1528'NORTH CONCRETE HEAD WALL TO A 48-INCH PIPE CULVERT UNDER THE
 JX1528'TRACK IN A DEEP RAVINE LEADING SOUTH FROM THE TRACK, 42 FEET
 JX1528'WEST OF THE MILEPOLE, 1/2 FOOT WEST OF THE EAST END OF THE HEAD
 JX1528'WALL, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND ABOUT 4 FEET
 JX1528'BELOW THE LEVEL OF THE TRACK.  NOTE-- THE HEAD WALL IS CRUMBLING
 JX1528'AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1552 ***********************************************************************
 JX1552  DESIGNATION -  654
 JX1552  PID         -  JX1552
 JX1552  STATE/COUNTY-  OH/WASHINGTON
 JX1552  USGS QUAD   -  LOWELL (1994)
 JX1552
 JX1552                         *CURRENT SURVEY CONTROL
 JX1552  ___________________________________________________________________
 JX1552* NAD 83(1986)-  39 32 32.     (N)    081 35 09.     (W)     SCALED    
 JX1552* NAVD 88     -       199.296  (meters)     653.86   (feet)  ADJUSTED  
 JX1552  ___________________________________________________________________
 JX1552  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JX1552  DYNAMIC HT  -         199.176 (meters)     653.46  (feet)  COMP
 JX1552  MODELED GRAV-     980,020.9   (mgal)                       NAVD 88
 JX1552
 JX1552  VERT ORDER  -  FIRST     CLASS II
 JX1552
 JX1552.The horizontal coordinates were scaled from a topographic map and have
 JX1552.an estimated accuracy of +/- 6 seconds.
 JX1552
 JX1552.The orthometric height was determined by differential leveling
 JX1552.and adjusted by the National Geodetic Survey in June 1991..
 JX1552
 JX1552.The geoid height was determined by GEOID03.
 JX1552
 JX1552.The dynamic height is computed by dividing the NAVD 88
 JX1552.geopotential number by the normal gravity value computed on the
 JX1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1552.degrees latitude (g = 980.6199 gals.).
 JX1552
 JX1552.The modeled gravity was interpolated from observed gravity values.
 JX1552
 JX1552;                    North         East    Units  Estimated Accuracy
 JX1552;SPC OH S     -   171,610.      678,580.      MT  (+/- 180 meters Scaled)
 JX1552
 JX1552                          SUPERSEDED SURVEY CONTROL
 JX1552
 JX1552  NGVD 29 (??/??/92)  199.475  (m)          654.44   (f) ADJ UNCH    1 2
 JX1552
 JX1552.Superseded values are not recommended for survey control.
 JX1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1552.See file dsdata.txt to determine how the superseded data were derived.
 JX1552
 JX1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD496771(NAD 83)
 JX1552_MARKER: DD = SURVEY DISK
 JX1552_SETTING: 66 = SET IN ROCK OUTCROP
 JX1552_SP_SET: ROCK LEDGE
 JX1552_STAMPING: 654
 JX1552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1552+STABILITY: POSITION/ELEVATION WELL
 JX1552
 JX1552  HISTORY     - Date     Condition        Report By
 JX1552  HISTORY     - UNK      MONUMENTED       USGS
 JX1552  HISTORY     - 1959     GOOD             NGS
 JX1552
 JX1552                          STATION DESCRIPTION
 JX1552
 JX1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX1552'3.2 MI E FROM WATERFORD.
 JX1552'ABOUT 3.25 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1552'FROM THE STATION AT WATERFORD, AT MILEPOLE 53+04, ON THE OUTSIDE
 JX1552'OF A LONG CURVE WITH TANGENTS EXTENDING SOUTHWEST AND NORTH,
 JX1552'8 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET VERTICALLY
 JX1552'IN THE NORTHWEST FACE OF A ROCK LEDGE 250-FEET LONG BY 4-FEET
 JX1552'HIGH, 81 FEET SOUTHWEST OF THE NORTHWEAST END OF THE ROCK,
 JX1552'2 1/2 FEET ABOVE THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL
 JX1552'OF THE TRACK.  NOTE-- ABOUT 1/2-INCH STRIP OF THE DISK HAS BEEN
 JX1552'KNOCKED OFF OF THE NORTH SIDE OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1306 ***********************************************************************
 HY1306  DESIGNATION -  654 I
 HY1306  PID         -  HY1306
 HY1306  STATE/COUNTY-  OH/SCIOTO
 HY1306  USGS QUAD   -  MINFORD (1990)
 HY1306
 HY1306                         *CURRENT SURVEY CONTROL
 HY1306  ___________________________________________________________________
 HY1306* NAD 83(1986)-  38 51 33.     (N)    082 51 45.     (W)     SCALED    
 HY1306* NAVD 88     -       200.017  (meters)     656.22   (feet)  ADJUSTED  
 HY1306  ___________________________________________________________________
 HY1306  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HY1306  DYNAMIC HT  -         199.891 (meters)     655.81  (feet)  COMP
 HY1306  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 HY1306
 HY1306  VERT ORDER  -  SECOND    CLASS 0
 HY1306
 HY1306.The horizontal coordinates were scaled from a topographic map and have
 HY1306.an estimated accuracy of +/- 6 seconds.
 HY1306
 HY1306.The orthometric height was determined by differential leveling
 HY1306.and adjusted by the National Geodetic Survey in June 1991..
 HY1306
 HY1306.The geoid height was determined by GEOID03.
 HY1306
 HY1306.The dynamic height is computed by dividing the NAVD 88
 HY1306.geopotential number by the normal gravity value computed on the
 HY1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1306.degrees latitude (g = 980.6199 gals.).
 HY1306
 HY1306.The modeled gravity was interpolated from observed gravity values.
 HY1306
 HY1306;                    North         East    Units  Estimated Accuracy
 HY1306;SPC OH S     -    95,440.      568,540.      MT  (+/- 180 meters Scaled)
 HY1306
 HY1306                          SUPERSEDED SURVEY CONTROL
 HY1306
 HY1306  NGVD 29 (??/??/92)  200.195  (m)          656.81   (f) ADJ UNCH    2 0
 HY1306
 HY1306.Superseded values are not recommended for survey control.
 HY1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1306.See file dsdata.txt to determine how the superseded data were derived.
 HY1306
 HY1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD383027(NAD 83)
 HY1306_MARKER: DD = SURVEY DISK
 HY1306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1306_SP_SET: BUILDING
 HY1306_STAMPING: 654 I
 HY1306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1306
 HY1306  HISTORY     - Date     Condition        Report By
 HY1306  HISTORY     - UNK      MONUMENTED       USGS
 HY1306  HISTORY     - 1958     GOOD             NGS
 HY1306
 HY1306                          STATION DESCRIPTION
 HY1306
 HY1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1306'AT MINFORD.
 HY1306'AT MINFORD, AT THE JUNCTION OF THE FIRST BLACKTOP STREET WEST
 HY1306'OF THE CHESAPEAKE AND OHIO RAILWAY AND STATE HIGHWAY 139, SET
 HY1306'VERTICALLY IN THE EAST FACE OF THE SOUTHEAST CORNER OF THE
 HY1306'KNIGHTS OF PYTHIAS BUILDING (A LARGE TWO-STORY WHITE WOODEN
 HY1306'BUILDING, 120 FEET NORTH OF THE CENTER LINE OF HIGHWAY 139,
 HY1306'28 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH BLACKTOP
 HY1306'STREET, 1 1/2 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING,
 HY1306'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0148 ***********************************************************************
 HY0148  DESIGNATION -  655 RESET
 HY0148  PID         -  HY0148
 HY0148  STATE/COUNTY-  OH/GALLIA
 HY0148  USGS QUAD   -  ATHALIA (1985)
 HY0148
 HY0148                         *CURRENT SURVEY CONTROL
 HY0148  ___________________________________________________________________
 HY0148* NAD 83(1986)-  38 37 03.     (N)    082 18 17.     (W)     SCALED    
 HY0148* NAVD 88     -       199.403  (meters)     654.21   (feet)  ADJUSTED  
 HY0148  ___________________________________________________________________
 HY0148  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY0148  DYNAMIC HT  -         199.273 (meters)     653.78  (feet)  COMP
 HY0148  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 HY0148
 HY0148  VERT ORDER  -  SECOND    CLASS 0
 HY0148
 HY0148.The horizontal coordinates were scaled from a topographic map and have
 HY0148.an estimated accuracy of +/- 6 seconds.
 HY0148
 HY0148.The orthometric height was determined by differential leveling
 HY0148.and adjusted by the National Geodetic Survey in June 1991..
 HY0148
 HY0148.The geoid height was determined by GEOID03.
 HY0148
 HY0148.The dynamic height is computed by dividing the NAVD 88
 HY0148.geopotential number by the normal gravity value computed on the
 HY0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0148.degrees latitude (g = 980.6199 gals.).
 HY0148
 HY0148.The modeled gravity was interpolated from observed gravity values.
 HY0148
 HY0148;                    North         East    Units  Estimated Accuracy
 HY0148;SPC OH S     -    68,570.      617,010.      MT  (+/- 180 meters Scaled)
 HY0148
 HY0148                          SUPERSEDED SURVEY CONTROL
 HY0148
 HY0148  NGVD 29 (??/??/92)  199.58   (m)          654.8    (f) COMPUTED    2 0
 HY0148
 HY0148.Superseded values are not recommended for survey control.
 HY0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0148.See file dsdata.txt to determine how the superseded data were derived.
 HY0148
 HY0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC864751(NAD 83)
 HY0148_MARKER: DD = SURVEY DISK
 HY0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0148_SP_SET: ABUTMENT
 HY0148_STAMPING: 655 ADJ RESET 1956
 HY0148_MARK LOGO: USGS  
 HY0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0148
 HY0148  HISTORY     - Date     Condition        Report By
 HY0148  HISTORY     - 1956     MONUMENTED       USGS
 HY0148  HISTORY     - 1958     GOOD             NGS
 HY0148  HISTORY     - 1976     GOOD             NGS
 HY0148
 HY0148                          STATION DESCRIPTION
 HY0148
 HY0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0148'2.2 MI NW FROM CROWN CITY.
 HY0148'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 553 FROM ITS
 HY0148'JUNCTION WITH STATE HIGHWAY 7 AT CROWN CITY, IN SECTION  ,
 HY0148'T 3N, R 15W, SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT
 HY0148'OF A 100 FOOT BRIDGE ACROSS INDIAN GUYAN CREEK, 76 FEET SOUTHEAST
 HY0148'OF THE CENTER OF THE JUNCTION OF HIGHWAY 553 AND STATE HIGHWAY
 HY0148'218, 16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET
 HY0148'EAST OF THE GUARD RAIL BANNISTER, ABOUT LEVEL WITH THE BRIDGE
 HY0148'FLOOR.
 HY0148
 HY0148                          STATION RECOVERY (1976)
 HY0148
 HY0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1355 ***********************************************************************
 KY1355  DESIGNATION -  66
 KY1355  PID         -  KY1355
 KY1355  STATE/COUNTY-  OH/HARRISON
 KY1355  USGS QUAD   -  FREEPORT (1994)
 KY1355
 KY1355                         *CURRENT SURVEY CONTROL
 KY1355  ___________________________________________________________________
 KY1355* NAD 83(1986)-  40 13 55.     (N)    081 17 05.     (W)     SCALED    
 KY1355* NAVD 88     -       266.556  (meters)     874.53   (feet)  ADJUSTED  
 KY1355  ___________________________________________________________________
 KY1355  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KY1355  DYNAMIC HT  -         266.415 (meters)     874.06  (feet)  COMP
 KY1355  MODELED GRAV-     980,090.4   (mgal)                       NAVD 88
 KY1355
 KY1355  VERT ORDER  -  SECOND    CLASS 0
 KY1355
 KY1355.The horizontal coordinates were scaled from a topographic map and have
 KY1355.an estimated accuracy of +/- 6 seconds.
 KY1355
 KY1355.The orthometric height was determined by differential leveling
 KY1355.and adjusted by the National Geodetic Survey in June 1991..
 KY1355
 KY1355.The geoid height was determined by GEOID03.
 KY1355
 KY1355.The dynamic height is computed by dividing the NAVD 88
 KY1355.geopotential number by the normal gravity value computed on the
 KY1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1355.degrees latitude (g = 980.6199 gals.).
 KY1355
 KY1355.The modeled gravity was interpolated from observed gravity values.
 KY1355
 KY1355;                    North         East    Units  Estimated Accuracy
 KY1355;SPC OH N     -    63,490.      703,430.      MT  (+/- 180 meters Scaled)
 KY1355
 KY1355                          SUPERSEDED SURVEY CONTROL
 KY1355
 KY1355  NGVD 29 (??/??/92)  266.747  (m)          875.15   (f) ADJ UNCH    2 0
 KY1355
 KY1355.Superseded values are not recommended for survey control.
 KY1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1355.See file dsdata.txt to determine how the superseded data were derived.
 KY1355
 KY1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME757535(NAD 83)
 KY1355_MARKER: B = BOLT
 KY1355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1355_SP_SET: CULVERT
 KY1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1355
 KY1355  HISTORY     - Date     Condition        Report By
 KY1355  HISTORY     - UNK      MONUMENTED       BORR
 KY1355  HISTORY     - 1934     GOOD             NGS
 KY1355
 KY1355                          STATION DESCRIPTION
 KY1355
 KY1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1355'1.9 MI N FROM FREEPORT.
 KY1355'1.9 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1355'STATION AT FREEPORT, HARRISON COUNTY, 1-1/2 POLES SOUTH OF POLE
 KY1355'45+25, AT A STONE CULVERT, IN THE TOP OF THE NORTHWEST CORNER
 KY1355'OF THE WEST HEADWALL, 9 YARDS WEST OF THE WEST RAIL, AND ABOUT
 KY1355'3 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2174 ***********************************************************************
 MB2174  DESIGNATION -  66 025 1 P CO
 MB2174  PID         -  MB2174
 MB2174  STATE/COUNTY-  OH/PORTAGE
 MB2174  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2174
 MB2174                         *CURRENT SURVEY CONTROL
 MB2174  ___________________________________________________________________
 MB2174* NAD 83(1995)-  41 20 52.22712(N)    081 01 12.04685(W)     ADJUSTED  
 MB2174* NAVD 88     -       285.7    (meters)     937.     (feet)  VERTCON   
 MB2174  ___________________________________________________________________
 MB2174  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 MB2174  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB2174
 MB2174  HORZ ORDER  -  SECOND
 MB2174
 MB2174.The horizontal coordinates were established by classical geodetic methods
 MB2174.and adjusted by the National Geodetic Survey in April 1998..
 MB2174
 MB2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2174
 MB2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2174
 MB2174.The geoid height was determined by GEOID03.
 MB2174
 MB2174;                    North         East     Units Scale Factor Converg.
 MB2174;SPC OH N     -   187,739.979   723,850.047   MT  0.99995106   +0 58 20.2
 MB2174;UTM  17      - 4,577,372.060   498,325.755   MT  0.99960003   -0 00 47.6
 MB2174
 MB2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2174!SPC OH N     -   0.99996048  x   0.99995106  =   0.99991154
 MB2174!UTM  17      -   0.99996048  x   0.99960003  =   0.99956053
 MB2174
 MB2174:                Primary Azimuth Mark                     Grid Az
 MB2174:SPC OH N     -  65 052 3                                 088 57 04.5
 MB2174:UTM  17      -  65 052 3                                 089 56 12.3
 MB2174
 MB2174|---------------------------------------------------------------------|
 MB2174| PID    Reference Object                     Distance      Geod. Az  |
 MB2174|                                                           dddmmss.s |
 MB2174| MB2167 65 052 3                            APPROX. 1.4 KM 0895524.7 |
 MB2174|---------------------------------------------------------------------|
 MB2174
 MB2174                          SUPERSEDED SURVEY CONTROL
 MB2174
 MB2174  NAD 83(1986)-  41 20 52.23414(N)    081 01 12.04243(W) AD(       ) 2
 MB2174  NAD 27      -  41 20 52.03480(N)    081 01 12.70510(W) AD(       ) 2
 MB2174  NGVD 29 (07/19/86)  285.9    (m)          938.     (f) VERT ANG       
 MB2174
 MB2174.Superseded values are not recommended for survey control.
 MB2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2174.See file dsdata.txt to determine how the superseded data were derived.
 MB2174
 MB2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9832677372(NAD 83)
 MB2174_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2174+STABILITY: SURFACE MOTION
 MB2174
 MB2174  HISTORY     - Date     Condition        Report By
 MB2174  HISTORY     - 1977     MONUMENTED       OH-133
 MB2174
 MB2174                          STATION DESCRIPTION
 MB2174
 MB2174'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2174'THE STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF MIDDLEFIELD, 6
 MB2174'MILES NORTHEAST OF GARRETTSVILLE, 4-3/4 MILES SOUTHWEST OF
 MB2174'FARMINGTON, AND ON THE RIGHT-OF-WAY OF REYNOLDS ROAD, TOWNSHIP
 MB2174'HIGHWAY 303.
 MB2174'
 MB2174'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 282
 MB2174'AND 305 EAST OF NELSON, GO EAST ON STATE ROUTE 305 FOR
 MB2174'1.2 MILES TO THE T-INTERSECTION OF FENSTERMAKER ROAD, TOWNSHIP
 MB2174'HIGHWAY 307.  TURN LEFT AND GO NORTH ON FENSERMAKER ROAD FOR
 MB2174'1.75 MILES TO THE T-INTERSECTION OF U.S. HIGHWAY 422.  TURN LEFT
 MB2174'AND GO NORTHWEST ON U.S. HIGHWAY 422 FOR 0.75 MILE TO THE
 MB2174'INTERSECTION OF HOBART ROAD, TOWNSHIP HIGHWAY 302.  TURN RIGHT
 MB2174'AND GO NORTH ON HOBART ROAD FOR 0.4 MILE TO THE
 MB2174'INTERSECTION OF REYNOLDS ROAD.  TURN
 MB2174'RIGHT AND GO EAST ON REYNOLDS ROAD FOR 0.1 MILE TO THE
 MB2174'STATION ON THE LEFT.  CONTINUE EAST OF REYNOLDS ROAD FOR 0.75
 MB2174'MILE TO THE INTERSECTION OF CHALKER ROAD AND AZIMUTH MARK
 MB2174'65 052 3 P CO IN THE INTERSECTION.
 MB2174'
 MB2174'STATION MARK, STAMPED---66-025-1 1977---, IS A PORTAGE COUNTY
 MB2174'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2174'POST THAT IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 46.5
 MB2174'FEET NORTHEAST OF A 30-INCH MAPLE, 40.3 FEET EAST OF POWER
 MB2174'POLE NUMBER 44AF2, 32.6 FEET NORTH OF A 30-INCH MAPLE TREE,
 MB2174'14.6 FEET SOUTHWEST OF A 6-INCH APPLE TREE, AND 11.1 FEET NORTH
 MB2174'OF THE CENTERLINE OF REYNOLDS ROAD.
 MB2174'
 MB2174'AZIMUTH MARK 65 052 3 P CO IS A 10-INCH ROUNDED
 MB2174'STONE WITH A 1-INCH CROSS CUT ON THE SURFACE AND ABOUT
 MB2174'10 INCHES BELOW THE ROAD SURFACE.  IT IS THE NORTHEAST
 MB2174'CORNER MARKER OF PORTAGE COUNTY, 52.09 FEET SOUTHWEST OF
 MB2174'A BRIDGE SPIKE IN THE SOUTH SIDE OF A MULTI-TRUNKED 10-INCH ASH
 MB2174'TREE, 42.3 FEET SOUTH OF A 4-INCH HICKORY TREE, AND 35.83 FEET
 MB2174'NORTHEAST OF A P.K. SPIKE IN THE EAST SIDE OF POWER POLE
 MB2174'NUMBER 45AF/8.
 MB2174'
 MB2174'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2174'LIGHT ABOVE STATION MARK WAS 2.0 METERS.
 MB2174'STATIONS 65 052 1 P CO AND 65 052 3 P CO CAN BE USED AS
 MB2174'AZIMUTH MARKS.
 MB2174'
 MB2174'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0798 ***********************************************************************
 JY0798  DESIGNATION -  66 WSM
 JY0798  PID         -  JY0798
 JY0798  STATE/COUNTY-  OH/FRANKLIN
 JY0798  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0798
 JY0798                         *CURRENT SURVEY CONTROL
 JY0798  ___________________________________________________________________
 JY0798* NAD 83(1986)-  39 57 22.     (N)    082 54 14.     (W)     SCALED    
 JY0798* NAVD 88     -       236.089  (meters)     774.57   (feet)  ADJUSTED  
 JY0798  ___________________________________________________________________
 JY0798  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JY0798  DYNAMIC HT  -         235.956 (meters)     774.13  (feet)  COMP
 JY0798  MODELED GRAV-     980,057.3   (mgal)                       NAVD 88
 JY0798
 JY0798  VERT ORDER  -  FIRST     CLASS II
 JY0798
 JY0798.The horizontal coordinates were scaled from a topographic map and have
 JY0798.an estimated accuracy of +/- 6 seconds.
 JY0798
 JY0798.The orthometric height was determined by differential leveling
 JY0798.and adjusted by the National Geodetic Survey in June 1991..
 JY0798
 JY0798.The geoid height was determined by GEOID03.
 JY0798
 JY0798.The dynamic height is computed by dividing the NAVD 88
 JY0798.geopotential number by the normal gravity value computed on the
 JY0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0798.degrees latitude (g = 980.6199 gals.).
 JY0798
 JY0798.The modeled gravity was interpolated from observed gravity values.
 JY0798
 JY0798;                    North         East    Units  Estimated Accuracy
 JY0798;SPC OH S     -   217,240.      565,490.      MT  (+/- 180 meters Scaled)
 JY0798
 JY0798                          SUPERSEDED SURVEY CONTROL
 JY0798
 JY0798  NGVD 29 (??/??/92)  236.27   (m)          775.2    (f) COMPUTED    1 2
 JY0798
 JY0798.Superseded values are not recommended for survey control.
 JY0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0798.See file dsdata.txt to determine how the superseded data were derived.
 JY0798
 JY0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE373246(NAD 83)
 JY0798_MARKER: DD = SURVEY DISK
 JY0798_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0798_SP_SET: BRIDGE
 JY0798_STAMPING: 66 WSM 775 1953
 JY0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0798
 JY0798  HISTORY     - Date     Condition        Report By
 JY0798  HISTORY     - 1953     MONUMENTED       USGS
 JY0798  HISTORY     - 1954     GOOD             NGS
 JY0798  HISTORY     - 1968     MARK NOT FOUND   LOCENG
 JY0798
 JY0798                          STATION DESCRIPTION
 JY0798
 JY0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0798'AT COLUMBUS.
 JY0798'AT COLUMBUS, ABOUT 0.25 MILE WEST ALONG EAST MAIN STREET FROM
 JY0798'THE WHITEHALL BRANCH POST OFFICE, IN EAST PART OF COLUMBUS, IN
 JY0798'THE TOP OF THE NORTH EDGE OF CONCRETE CURBING OF SOUTH BANISTER
 JY0798'OF A 10-FOOT CONCRETE BRIDG OVER A SMALL STREAM, 10 FEET SOUTH
 JY0798'OF SOUTH CURB OF EAST MAIN STREET (U.S. HIGHWAY 40), 109 FEET
 JY0798'WEST OF EXTENDED CENTER LINE OF MAPLEWOOD AVENUE, 82 1/2 FEET
 JY0798'EAST OF EAST RAIL OF NEW YORK CENTRAL RAILROAD SPUR TRACK WHICH
 JY0798'CROSSES HIGHWAY, 2 1/2 FEET EAST OF WEST END OF SOUTH BANISTER
 JY0798'AND ABOUT LEVEL WITH SIDE WALK.
 JY0798
 JY0798                          STATION RECOVERY (1968)
 JY0798
 JY0798'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 JY0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0155 ***********************************************************************
 MD0155  DESIGNATION -  662
 MD0155  PID         -  MD0155
 MD0155  STATE/COUNTY-  OH/HENRY
 MD0155  USGS QUAD   -  NAPOLEON EAST (1977)
 MD0155
 MD0155                         *CURRENT SURVEY CONTROL
 MD0155  ___________________________________________________________________
 MD0155* NAD 83(1986)-  41 23 46.     (N)    084 06 59.     (W)     SCALED    
 MD0155* NAVD 88     -       201.605  (meters)     661.43   (feet)  POSTED    
 MD0155  ___________________________________________________________________
 MD0155  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 MD0155  DYNAMIC HT  -         201.520 (meters)     661.15  (feet)  COMP
 MD0155  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 MD0155
 MD0155  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0155
 MD0155.The horizontal coordinates were scaled from a topographic map and have
 MD0155.an estimated accuracy of +/- 6 seconds.
 MD0155
 MD0155.The orthometric height was determined by differential leveling
 MD0155.and adjusted by the National Geodetic Survey in 1992..
 MD0155.No vertical observational check was made to the station.
 MD0155.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0155.was located on a no-check spur therefore a value was not computed.
 MD0155
 MD0155.The geoid height was determined by GEOID03.
 MD0155
 MD0155.The dynamic height is computed by dividing the NAVD 88
 MD0155.geopotential number by the normal gravity value computed on the
 MD0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0155.degrees latitude (g = 980.6199 gals.).
 MD0155
 MD0155.The modeled gravity was interpolated from observed gravity values.
 MD0155
 MD0155;                    North         East    Units  Estimated Accuracy
 MD0155;SPC OH N     -   193,300.      464,840.      MT  (+/- 180 meters Scaled)
 MD0155
 MD0155                          SUPERSEDED SURVEY CONTROL
 MD0155
 MD0155  NGVD 29 (??/??/92)  201.813  (m)          662.11   (f) ADJ UNCH    2 0
 MD0155
 MD0155.Superseded values are not recommended for survey control.
 MD0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0155.See file dsdata.txt to determine how the superseded data were derived.
 MD0155
 MD0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL410867(NAD 83)
 MD0155_MARKER: Z = SEE DESCRIPTION
 MD0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0155+STABILITY: SURFACE MOTION
 MD0155
 MD0155  HISTORY     - Date     Condition        Report By
 MD0155  HISTORY     - UNK      MONUMENTED       USGS
 MD0155  HISTORY     - 1934     GOOD             NGS
 MD0155
 MD0155                          STATION DESCRIPTION
 MD0155
 MD0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD0155'AT NAPOLEON.
 MD0155'AT NAPOLEON, ALONG THE DETROIT, TOLEDO AND IRONTON RAILROAD,
 MD0155'AT THE SOUTHWEST CORNER OF THE BRIDGE OVER STATE HIGHWAY 110
 MD0155'AND THE MIAMI AND ERIE CANAL BED, AT THE BASE OF THE ABUTMENT,
 MD0155'ON THE CONCRETE BASE OF A CONCRETE POST, AND AT THE END OF
 MD0155'A FENCE.  A KEEL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0988 ***********************************************************************
 MB0988  DESIGNATION -  662
 MB0988  PID         -  MB0988
 MB0988  STATE/COUNTY-  OH/ASHTABULA
 MB0988  USGS QUAD   -  CONNEAUT (1996)
 MB0988
 MB0988                         *CURRENT SURVEY CONTROL
 MB0988  ___________________________________________________________________
 MB0988* NAD 83(1986)-  41 56 39.     (N)    080 33 19.     (W)     SCALED    
 MB0988* NAVD 88     -       201.253  (meters)     660.28   (feet)  ADJUSTED  
 MB0988  ___________________________________________________________________
 MB0988  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 MB0988  DYNAMIC HT  -         201.182 (meters)     660.04  (feet)  COMP
 MB0988  MODELED GRAV-     980,264.2   (mgal)                       NAVD 88
 MB0988
 MB0988  VERT ORDER  -  FIRST     CLASS II
 MB0988
 MB0988.The horizontal coordinates were scaled from a topographic map and have
 MB0988.an estimated accuracy of +/- 6 seconds.
 MB0988
 MB0988.The orthometric height was determined by differential leveling
 MB0988.and adjusted by the National Geodetic Survey in June 1991..
 MB0988
 MB0988.The geoid height was determined by GEOID03.
 MB0988
 MB0988.The dynamic height is computed by dividing the NAVD 88
 MB0988.geopotential number by the normal gravity value computed on the
 MB0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0988.degrees latitude (g = 980.6199 gals.).
 MB0988
 MB0988.The modeled gravity was interpolated from observed gravity values.
 MB0988
 MB0988;                    North         East    Units  Estimated Accuracy
 MB0988;SPC OH N     -   254,720.      761,260.      MT  (+/- 180 meters Scaled)
 MB0988
 MB0988                          SUPERSEDED SURVEY CONTROL
 MB0988
 MB0988  NGVD 29 (06/03/92)  201.454  (m)          660.94   (f) ADJUSTED    1 2
 MB0988
 MB0988.Superseded values are not recommended for survey control.
 MB0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0988.See file dsdata.txt to determine how the superseded data were derived.
 MB0988
 MB0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG368436(NAD 83)
 MB0988_MARKER: DD = SURVEY DISK
 MB0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0988_SP_SET: WALL
 MB0988_STAMPING: 662 CLEVE
 MB0988_MARK LOGO: USGS  
 MB0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0988
 MB0988  HISTORY     - Date     Condition        Report By
 MB0988  HISTORY     - UNK      MONUMENTED       USGS
 MB0988  HISTORY     - 1941     GOOD             USGS
 MB0988  HISTORY     - 1981     GOOD             NGS
 MB0988  HISTORY     - 1988     GOOD             USPSQD
 MB0988  HISTORY     - 19960616 GOOD             USPSQD
 MB0988
 MB0988                          STATION DESCRIPTION
 MB0988
 MB0988'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 MB0988'AT CONNEAUT.
 MB0988'AT CONNEAUT, ASHTABULA COUNTY, AT THE SOUTHEAST CORNER OF THE
 MB0988'CLEVELAND HOTEL, IN THE SOUTH WALL, 10 INCHES FROM THE CORNER,
 MB0988'AND 18 INCHES ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 MB0988'SURVEY STANDARD DISK, STAMPED 662 CLEVE AND SET VERTICALLY.
 MB0988'NOTE-- THE NUMBER HAS BEEN STAMPED VERY LIGHT AND IS HARDLY
 MB0988'READABLE.
 MB0988
 MB0988                          STATION RECOVERY (1981)
 MB0988
 MB0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB0988'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MB0988'IN CONNEAUT, AT THE NORTHWEST ANGLE OF THE JUNCTION OF STATE STREET
 MB0988'AND CLEVELAND COURT, THE MARK IS SET VERTICALLY IN THE SOUTH FACE AND
 MB0988'NEAR THE SOUTHEAST CORNER OF THE OLD CLEVELAND HOTEL BUILDING NOW
 MB0988'HOUSED BY THE CONNEAUT SUB SHOP AND THE CHATEAU LOUNGE, 5.70 METERS
 MB0988'(14.7 FEET) WEST OF THE WEST CURB OF CLEVELAND COURT, 4.48 METERS
 MB0988'(18.7 FEET) NORTH OF THE NORTH CURB OF STATE STREET AND 0.30 METER
 MB0988'(1.0 FEET) WEST OF THE SOUTHEAST CORNER OF THE BUILDING.  NOTE--THE
 MB0988'STAMPING ON THE MARK IS VERY LIGHT AND HARDLY LEGIBLE.
 MB0988'THE MARK IS 0.55 M ABOVE SIDEWALK.
 MB0988
 MB0988                          STATION RECOVERY (1988)
 MB0988
 MB0988'RECOVERY NOTE BY US POWER SQUADRON 1988 (KB)
 MB0988'RECOVERED IN GOOD CONDITION.
 MB0988
 MB0988                          STATION RECOVERY (1996)
 MB0988
 MB0988'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0801 ***********************************************************************
 JX0801  DESIGNATION -  664
 JX0801  PID         -  JX0801
 JX0801  STATE/COUNTY-  OH/WASHINGTON
 JX0801  USGS QUAD   -  LOWER SALEM (1994)
 JX0801
 JX0801                         *CURRENT SURVEY CONTROL
 JX0801  ___________________________________________________________________
 JX0801* NAD 83(1986)-  39 36 28.     (N)    081 25 07.     (W)     SCALED    
 JX0801* NAVD 88     -       202.027  (meters)     662.82   (feet)  ADJUSTED  
 JX0801  ___________________________________________________________________
 JX0801  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JX0801  DYNAMIC HT  -         201.910 (meters)     662.43  (feet)  COMP
 JX0801  MODELED GRAV-     980,041.6   (mgal)                       NAVD 88
 JX0801
 JX0801  VERT ORDER  -  SECOND    CLASS 0
 JX0801
 JX0801.The horizontal coordinates were scaled from a topographic map and have
 JX0801.an estimated accuracy of +/- 6 seconds.
 JX0801
 JX0801.The orthometric height was determined by differential leveling
 JX0801.and adjusted by the National Geodetic Survey in June 1991..
 JX0801
 JX0801.The geoid height was determined by GEOID03.
 JX0801
 JX0801.The dynamic height is computed by dividing the NAVD 88
 JX0801.geopotential number by the normal gravity value computed on the
 JX0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0801.degrees latitude (g = 980.6199 gals.).
 JX0801
 JX0801.The modeled gravity was interpolated from observed gravity values.
 JX0801
 JX0801;                    North         East    Units  Estimated Accuracy
 JX0801;SPC OH S     -   179,040.      692,860.      MT  (+/- 180 meters Scaled)
 JX0801
 JX0801                          SUPERSEDED SURVEY CONTROL
 JX0801
 JX0801  NGVD 29 (??/??/92)  202.202  (m)          663.39   (f) ADJ UNCH    2 0
 JX0801
 JX0801.Superseded values are not recommended for survey control.
 JX0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0801.See file dsdata.txt to determine how the superseded data were derived.
 JX0801
 JX0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD640843(NAD 83)
 JX0801_MARKER: DD = SURVEY DISK
 JX0801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0801_SP_SET: BRIDGE
 JX0801_STAMPING: 664 COLUMBUS
 JX0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0801
 JX0801  HISTORY     - Date     Condition        Report By
 JX0801  HISTORY     - UNK      MONUMENTED       USGS
 JX0801  HISTORY     - 1942     GOOD             NGS
 JX0801
 JX0801                          STATION DESCRIPTION
 JX0801
 JX0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JX0801'AT ELBA.
 JX0801'AT ELBA, WASHINGTON COUNTY, ON THE PENNSYLVANIA RAILROAD, 52
 JX0801'YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, AT A
 JX0801'STEEL BRIDGE OVER STATE HIGHWAY 21, IN THE TOP OF THE SOUTH END
 JX0801'OF THE WEST STONE ABUTMENT, 3.5 YARDS SOUTH OF THE CENTERLINE OF
 JX0801'THE HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A UNITED
 JX0801'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 664 COLUMBUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0748 ***********************************************************************
 MC0748  DESIGNATION -  666
 MC0748  PID         -  MC0748
 MC0748  STATE/COUNTY-  OH/LUCAS
 MC0748  USGS QUAD   -  WHITEHOUSE (1980)
 MC0748
 MC0748                         *CURRENT SURVEY CONTROL
 MC0748  ___________________________________________________________________
 MC0748* NAD 83(1986)-  41 35 44.     (N)    083 48 22.     (W)     SCALED    
 MC0748* NAVD 88     -       207.017  (meters)     679.19   (feet)  ADJUSTED  
 MC0748  ___________________________________________________________________
 MC0748  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC0748  DYNAMIC HT  -         206.934 (meters)     678.92  (feet)  COMP
 MC0748  MODELED GRAV-     980,217.3   (mgal)                       NAVD 88
 MC0748
 MC0748  VERT ORDER  -  SECOND    CLASS 0
 MC0748
 MC0748.The horizontal coordinates were scaled from a topographic map and have
 MC0748.an estimated accuracy of +/- 6 seconds.
 MC0748
 MC0748.The orthometric height was determined by differential leveling
 MC0748.and adjusted by the National Geodetic Survey in June 1991..
 MC0748
 MC0748.The geoid height was determined by GEOID03.
 MC0748
 MC0748.The dynamic height is computed by dividing the NAVD 88
 MC0748.geopotential number by the normal gravity value computed on the
 MC0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0748.degrees latitude (g = 980.6199 gals.).
 MC0748
 MC0748.The modeled gravity was interpolated from observed gravity values.
 MC0748
 MC0748;                    North         East    Units  Estimated Accuracy
 MC0748;SPC OH N     -   215,020.      491,110.      MT  (+/- 180 meters Scaled)
 MC0748
 MC0748                          SUPERSEDED SURVEY CONTROL
 MC0748
 MC0748  NGVD 29 (??/??/92)  207.207  (m)          679.81   (f) ADJ UNCH    2 0
 MC0748
 MC0748.Superseded values are not recommended for survey control.
 MC0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0748.See file dsdata.txt to determine how the superseded data were derived.
 MC0748
 MC0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG661086(NAD 83)
 MC0748_MARKER: DD = SURVEY DISK
 MC0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0748_STAMPING: 666
 MC0748_MARK LOGO: OH-095
 MC0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0748+STABILITY: SURFACE MOTION
 MC0748
 MC0748  HISTORY     - Date     Condition        Report By
 MC0748  HISTORY     - UNK      MONUMENTED       OH-095
 MC0748  HISTORY     - 1955     GOOD             CGS
 MC0748  HISTORY     - 1976     MARK NOT FOUND   NGS
 MC0748
 MC0748                          STATION DESCRIPTION
 MC0748
 MC0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MC0748'AT TOLEDO.
 MC0748'ABOUT 15 MILES SW OF TOLEDO AT THE TOLEDO EXPRESS AIRPORT.  AT
 MC0748'THE ENTRANCE TO THE AIRPORT, 46.6 FEET S OF THE CENTER LINE
 MC0748'OF STATE HIGHWAY 2, 4.85 FEET S OF CURB OF PARKWAY IN CENTER
 MC0748'OF AIRPORT ENTRANCE ROAD AND 3.1 FEET N OF A LIGHT POST.  A LUCAS
 MC0748'COUNTY DISK STAMPED 666 AND SET IN TOP OF A CONCRETE POST
 MC0748'PROJECTING 5 INCHES ABOVE GROUND.
 MC0748
 MC0748                          STATION RECOVERY (1976)
 MC0748
 MC0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MC0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1505 ***********************************************************************
 JX1505  DESIGNATION -  666
 JX1505  PID         -  JX1505
 JX1505  STATE/COUNTY-  OH/MORGAN
 JX1505  USGS QUAD   -  MC CONNELSVILLE (1994)
 JX1505
 JX1505                         *CURRENT SURVEY CONTROL
 JX1505  ___________________________________________________________________
 JX1505* NAD 83(1986)-  39 38 54.     (N)    081 51 34.     (W)     SCALED    
 JX1505* NAVD 88     -       202.777  (meters)     665.28   (feet)  ADJUSTED  
 JX1505  ___________________________________________________________________
 JX1505  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JX1505  DYNAMIC HT  -         202.658 (meters)     664.89  (feet)  COMP
 JX1505  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 JX1505
 JX1505  VERT ORDER  -  FIRST     CLASS II
 JX1505
 JX1505.The horizontal coordinates were scaled from a topographic map and have
 JX1505.an estimated accuracy of +/- 6 seconds.
 JX1505
 JX1505.The orthometric height was determined by differential leveling
 JX1505.and adjusted by the National Geodetic Survey in June 1991..
 JX1505
 JX1505.The geoid height was determined by GEOID03.
 JX1505
 JX1505.The dynamic height is computed by dividing the NAVD 88
 JX1505.geopotential number by the normal gravity value computed on the
 JX1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1505.degrees latitude (g = 980.6199 gals.).
 JX1505
 JX1505.The modeled gravity was interpolated from observed gravity values.
 JX1505
 JX1505;                    North         East    Units  Estimated Accuracy
 JX1505;SPC OH S     -   183,180.      654,980.      MT  (+/- 180 meters Scaled)
 JX1505
 JX1505                          SUPERSEDED SURVEY CONTROL
 JX1505
 JX1505  NGVD 29 (??/??/92)  202.980  (m)          665.94   (f) ADJ UNCH    1 2
 JX1505
 JX1505.Superseded values are not recommended for survey control.
 JX1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1505.See file dsdata.txt to determine how the superseded data were derived.
 JX1505
 JX1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD262890(NAD 83)
 JX1505_MARKER: DD = SURVEY DISK
 JX1505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1505_SP_SET: RETAINING WALL
 JX1505_STAMPING: 666
 JX1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1505
 JX1505  HISTORY     - Date     Condition        Report By
 JX1505  HISTORY     - UNK      MONUMENTED       USGS
 JX1505  HISTORY     - 1959     GOOD             NGS
 JX1505  HISTORY     - 1972     GOOD             OHHD
 JX1505
 JX1505                          STATION DESCRIPTION
 JX1505
 JX1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX1505'AT MALTA.
 JX1505'AT MALTA, AT THE JUNCTION OF THIRD AND FRONT STREETS, IN SECTION
 JX1505'11, T-10-N R-12-W, 70 YARDS NORTHWEST OF THE SOUTHWEST END OF THE
 JX1505'STEEL HIGHWAY BRIDGE ACROSS MUSKIGUM RIVER, 58 YARDS NORTHEAST
 JX1505'OF THE CENTER OF THE CROSSING OF THIRD STREET AND THE BALTIMORE
 JX1505'AND OHIO RAILROAD, 31 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 JX1505'FRONT STREET, 14 FEET NORTHWEST OF THE PROLONGED CENTER LINE OF
 JX1505'THIRD STREET, IN TOP OF AN OLD CONCRETE RETAINING WALL, 3 FEET
 JX1505'SOUTHEAST OF THE NORTHWEST END OF WALL, 1 FOOT SOUTHEAST OF THE
 JX1505'EAST CORNER OF THE NORTHWEST ONE OF FOUR BANISTER POSTS, 1/2 FOOT
 JX1505'SOUTHWEST OF THE NORTHEAST EDGE OF WALL, AND ABOUT LEVEL WITH THE
 JX1505'STREET.
 JX1505
 JX1505                          STATION RECOVERY (1972)
 JX1505
 JX1505'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1972
 JX1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0836 ***********************************************************************
 KY0836  DESIGNATION -  669
 KY0836  PID         -  KY0836
 KY0836  STATE/COUNTY-  OH/JEFFERSON
 KY0836  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0836
 KY0836                         *CURRENT SURVEY CONTROL
 KY0836  ___________________________________________________________________
 KY0836* NAD 83(1986)-  40 18 59.     (N)    080 36 48.     (W)     SCALED    
 KY0836* NAVD 88     -       200.669  (meters)     658.36   (feet)  ADJUSTED  
 KY0836  ___________________________________________________________________
 KY0836  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY0836  DYNAMIC HT  -         200.564 (meters)     658.02  (feet)  COMP
 KY0836  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 KY0836
 KY0836  VERT ORDER  -  SECOND    CLASS 0
 KY0836
 KY0836.The horizontal coordinates were scaled from a topographic map and have
 KY0836.an estimated accuracy of +/- 6 seconds.
 KY0836
 KY0836.The orthometric height was determined by differential leveling
 KY0836.and adjusted by the National Geodetic Survey in June 1991..
 KY0836
 KY0836.The geoid height was determined by GEOID03.
 KY0836
 KY0836.The dynamic height is computed by dividing the NAVD 88
 KY0836.geopotential number by the normal gravity value computed on the
 KY0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0836.degrees latitude (g = 980.6199 gals.).
 KY0836
 KY0836.The modeled gravity was interpolated from observed gravity values.
 KY0836
 KY0836;                    North         East    Units  Estimated Accuracy
 KY0836;SPC OH N     -    73,890.      760,360.      MT  (+/- 180 meters Scaled)
 KY0836
 KY0836                          SUPERSEDED SURVEY CONTROL
 KY0836
 KY0836  NGVD 29 (??/??/92)  200.854  (m)          658.97   (f) ADJ UNCH    2 0
 KY0836
 KY0836.Superseded values are not recommended for survey control.
 KY0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0836.See file dsdata.txt to determine how the superseded data were derived.
 KY0836
 KY0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE328629(NAD 83)
 KY0836_MARKER: DB = BENCH MARK DISK
 KY0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0836_SP_SET: BRIDGE
 KY0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0836
 KY0836  HISTORY     - Date     Condition        Report By
 KY0836  HISTORY     - UNK      MONUMENTED       OHDT
 KY0836  HISTORY     - 1936     GOOD             NGS
 KY0836
 KY0836                          STATION DESCRIPTION
 KY0836
 KY0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0836'AT MINGO JUNCTION.
 KY0836'AT MINGO JUNCTION, JEFFERSON COUNTY, 0.5 MILE WEST ALONG STATE
 KY0836'HIGHWAY 7 FROM THE PENNSYLVANIA RAILROAD STATION, 350 YARDS NORTH
 KY0836'OF THE RAILROAD BRIDGE OVER THE HIGHWAY, 75 YARDS NORTH OF THE
 KY0836'NORTH RAIL, AT THE BRIDGE OVER A CREEK, IN THE TOP OF THE NORTH
 KY0836'END OF THE EAST SIDE OF THE BRIDGE, 6.5 YARDS EAST OF THE
 KY0836'CENTERLINE OF THE PAVEMENT, AND ABOUT 1 FOOT ABOVE THE PAVEMENT.
 KY0836'AN OHIO STATE HIGHWAY DEPARTMENT STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0834 ***********************************************************************
 KY0834  DESIGNATION -  669
 KY0834  PID         -  KY0834
 KY0834  STATE/COUNTY-  OH/JEFFERSON
 KY0834  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0834
 KY0834                         *CURRENT SURVEY CONTROL
 KY0834  ___________________________________________________________________
 KY0834* NAD 83(1986)-  40 19 05.     (N)    080 36 30.     (W)     SCALED    
 KY0834* NAVD 88     -       204.139  (meters)     669.75   (feet)  ADJUSTED  
 KY0834  ___________________________________________________________________
 KY0834  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY0834  DYNAMIC HT  -         204.032 (meters)     669.39  (feet)  COMP
 KY0834  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 KY0834
 KY0834  VERT ORDER  -  SECOND    CLASS 0
 KY0834
 KY0834.The horizontal coordinates were scaled from a topographic map and have
 KY0834.an estimated accuracy of +/- 6 seconds.
 KY0834
 KY0834.The orthometric height was determined by differential leveling
 KY0834.and adjusted by the National Geodetic Survey in June 1991..
 KY0834
 KY0834.The geoid height was determined by GEOID03.
 KY0834
 KY0834.The dynamic height is computed by dividing the NAVD 88
 KY0834.geopotential number by the normal gravity value computed on the
 KY0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0834.degrees latitude (g = 980.6199 gals.).
 KY0834
 KY0834.The modeled gravity was interpolated from observed gravity values.
 KY0834
 KY0834;                    North         East    Units  Estimated Accuracy
 KY0834;SPC OH N     -    74,080.      760,780.      MT  (+/- 180 meters Scaled)
 KY0834
 KY0834                          SUPERSEDED SURVEY CONTROL
 KY0834
 KY0834  NGVD 29 (??/??/92)  204.323  (m)          670.35   (f) ADJ UNCH    2 0
 KY0834
 KY0834.Superseded values are not recommended for survey control.
 KY0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0834.See file dsdata.txt to determine how the superseded data were derived.
 KY0834
 KY0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE332631(NAD 83)
 KY0834_MARKER: Q = CHISELED SQUARE
 KY0834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0834_SP_SET: BRIDGE
 KY0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0834
 KY0834  HISTORY     - Date     Condition        Report By
 KY0834  HISTORY     - UNK      MONUMENTED       PRR
 KY0834  HISTORY     - 1956     MARK NOT FOUND   NGS
 KY0834  HISTORY     - 1956     MARK NOT FOUND   USGS
 KY0834
 KY0834                          STATION DESCRIPTION
 KY0834
 KY0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KY0834'AT MINGO JUNCTION.
 KY0834'AT MINGO JUNCTION, JEFFERSON COUNTY, 0.5 MILE WEST ALONG STATE
 KY0834'HIGHWAY 7 FROM THE PENNSYLVANIA RAILROAD STATION, 350 YARDS
 KY0834'NORTH OF THE RAILROAD BRIDGE OVER THE HIGHWAY, 75 YARDS NORTH
 KY0834'OF THE NORTH RAIL, AT THE BRIDGE OVER A CREEK, IN THE TOP OF THE
 KY0834'NORTH END OF THE EAST SIDE OF THE BRIDGE, 6.5 YARDS EAST OF THE
 KY0834'CENTERLINE OF THE PAVEMENT, AND ABOUT 1 FOOT ABOVE THE PAVEMENT.
 KY0834'AN OHIO STATE HIGHWAY DEPARTMENT STANDARD DISK.
 KY0834
 KY0834                          STATION RECOVERY (1956)
 KY0834
 KY0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KY0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1356 ***********************************************************************
 KY1356  DESIGNATION -  67
 KY1356  PID         -  KY1356
 KY1356  STATE/COUNTY-  OH/HARRISON
 KY1356  USGS QUAD   -  FREEPORT (1994)
 KY1356
 KY1356                         *CURRENT SURVEY CONTROL
 KY1356  ___________________________________________________________________
 KY1356* NAD 83(1986)-  40 13 13.     (N)    081 16 42.     (W)     SCALED    
 KY1356* NAVD 88     -       266.709  (meters)     875.03   (feet)  ADJUSTED  
 KY1356  ___________________________________________________________________
 KY1356  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KY1356  DYNAMIC HT  -         266.568 (meters)     874.57  (feet)  COMP
 KY1356  MODELED GRAV-     980,089.3   (mgal)                       NAVD 88
 KY1356
 KY1356  VERT ORDER  -  SECOND    CLASS 0
 KY1356
 KY1356.The horizontal coordinates were scaled from a topographic map and have
 KY1356.an estimated accuracy of +/- 6 seconds.
 KY1356
 KY1356.The orthometric height was determined by differential leveling
 KY1356.and adjusted by the National Geodetic Survey in June 1991..
 KY1356
 KY1356.The geoid height was determined by GEOID03.
 KY1356
 KY1356.The dynamic height is computed by dividing the NAVD 88
 KY1356.geopotential number by the normal gravity value computed on the
 KY1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1356.degrees latitude (g = 980.6199 gals.).
 KY1356
 KY1356.The modeled gravity was interpolated from observed gravity values.
 KY1356
 KY1356;                    North         East    Units  Estimated Accuracy
 KY1356;SPC OH N     -    62,210.      703,990.      MT  (+/- 180 meters Scaled)
 KY1356
 KY1356                          SUPERSEDED SURVEY CONTROL
 KY1356
 KY1356  NGVD 29 (??/??/92)  266.899  (m)          875.65   (f) ADJ UNCH    2 0
 KY1356
 KY1356.Superseded values are not recommended for survey control.
 KY1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1356.See file dsdata.txt to determine how the superseded data were derived.
 KY1356
 KY1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME763522(NAD 83)
 KY1356_MARKER: B = BOLT
 KY1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1356_SP_SET: CATTLE PASS HEADWALL
 KY1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1356
 KY1356  HISTORY     - Date     Condition        Report By
 KY1356  HISTORY     - UNK      MONUMENTED       BORR
 KY1356  HISTORY     - 1934     GOOD             NGS
 KY1356
 KY1356                          STATION DESCRIPTION
 KY1356
 KY1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1356'1.1 MI N FROM FREEPORT.
 KY1356'1.1 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1356'STATION AT FREEPORT, HARRISON COUNTY, 28 YARDS SOUTHWEST OF
 KY1356'POLE 44+35, 12 YARDS SOUTHWEST OF A WHISTLE POST, AT A CATTLE
 KY1356'PASS, IN THE TOP OF THE NORTHWEST CORNER OF THE WEST HEADWALL,
 KY1356'7 YARDS WEST OF THE WEST RAIL, AND ABOUT 4 FEET LOWER THAN THE
 KY1356'TOP OF THE RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0266 ***********************************************************************
 JZ0266  DESIGNATION -  670
 JZ0266  PID         -  JZ0266
 JZ0266  STATE/COUNTY-  OH/WARREN
 JZ0266  USGS QUAD   -  OREGONIA (1996)
 JZ0266
 JZ0266                         *CURRENT SURVEY CONTROL
 JZ0266  ___________________________________________________________________
 JZ0266* NAD 83(1986)-  39 24 27.     (N)    084 05 57.     (W)     SCALED    
 JZ0266* NAVD 88     -       204.046  (meters)     669.44   (feet)  ADJUSTED  
 JZ0266  ___________________________________________________________________
 JZ0266  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JZ0266  DYNAMIC HT  -         203.923 (meters)     669.04  (feet)  COMP
 JZ0266  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 JZ0266
 JZ0266  VERT ORDER  -  SECOND    CLASS 0
 JZ0266
 JZ0266.The horizontal coordinates were scaled from a topographic map and have
 JZ0266.an estimated accuracy of +/- 6 seconds.
 JZ0266
 JZ0266.The orthometric height was determined by differential leveling
 JZ0266.and adjusted by the National Geodetic Survey in June 1991..
 JZ0266
 JZ0266.The geoid height was determined by GEOID03.
 JZ0266
 JZ0266.The dynamic height is computed by dividing the NAVD 88
 JZ0266.geopotential number by the normal gravity value computed on the
 JZ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0266.degrees latitude (g = 980.6199 gals.).
 JZ0266
 JZ0266.The modeled gravity was interpolated from observed gravity values.
 JZ0266
 JZ0266;                    North         East    Units  Estimated Accuracy
 JZ0266;SPC OH S     -   157,470.      462,280.      MT  (+/- 180 meters Scaled)
 JZ0266
 JZ0266                          SUPERSEDED SURVEY CONTROL
 JZ0266
 JZ0266  NGVD 29 (??/??/92)  204.229  (m)          670.04   (f) ADJ UNCH    2 0
 JZ0266
 JZ0266.Superseded values are not recommended for survey control.
 JZ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0266.See file dsdata.txt to determine how the superseded data were derived.
 JZ0266
 JZ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ497660(NAD 83)
 JZ0266_MARKER: R = RIVET
 JZ0266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JZ0266_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JZ0266_STAMPING: 670
 JZ0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0266
 JZ0266  HISTORY     - Date     Condition        Report By
 JZ0266  HISTORY     - UNK      MONUMENTED       USGS
 JZ0266  HISTORY     - 1935     GOOD             NGS
 JZ0266
 JZ0266                          STATION DESCRIPTION
 JZ0266
 JZ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JZ0266'AT FORT ANCIENT.
 JZ0266'AT FORT ANCIENT, WARREN COUNTY, ON THE PENNSYLVANIA RAILROAD, 14
 JZ0266'YARDS NORTHEAST OF THE CROSSING OF THE EAST RAIL AND THE
 JZ0266'CENTERLINE OF A GRAVEL ROAD, 7 YARDS NORTH OF THE CENTERLINE OF
 JZ0266'THE ROAD, 5-1/2-YARDS SOUTH OF THE SOUTHWEST CORNER OF AN
 JZ0266'ABANDONED FRAME HOTEL, 1-1/2 YARDS EAST OF A POLE AND ABOUT
 JZ0266'1-1/2 FEET BELOW THE LEVEL OF THE TRACK.  A UNITED STATES
 JZ0266'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 670 AND RIVETED ON THE
 JZ0266'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0164 ***********************************************************************
 MD0164  DESIGNATION -  671
 MD0164  PID         -  MD0164
 MD0164  STATE/COUNTY-  OH/HENRY
 MD0164  USGS QUAD   -  FLORIDA (1977)
 MD0164
 MD0164                         *CURRENT SURVEY CONTROL
 MD0164  ___________________________________________________________________
 MD0164* NAD 83(1986)-  41 19 17.     (N)    084 12 00.     (W)     SCALED    
 MD0164* NAVD 88     -       204.197  (meters)     669.94   (feet)  POSTED    
 MD0164  ___________________________________________________________________
 MD0164  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 MD0164  DYNAMIC HT  -         204.110 (meters)     669.65  (feet)  COMP
 MD0164  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 MD0164
 MD0164  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0164
 MD0164.The horizontal coordinates were scaled from a topographic map and have
 MD0164.an estimated accuracy of +/- 6 seconds.
 MD0164
 MD0164.The orthometric height was determined by differential leveling
 MD0164.and adjusted by the National Geodetic Survey in 1992..
 MD0164.No vertical observational check was made to the station.
 MD0164.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0164.was located on a no-check spur therefore a value was not computed.
 MD0164
 MD0164.The geoid height was determined by GEOID03.
 MD0164
 MD0164.The dynamic height is computed by dividing the NAVD 88
 MD0164.geopotential number by the normal gravity value computed on the
 MD0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0164.degrees latitude (g = 980.6199 gals.).
 MD0164
 MD0164.The modeled gravity was interpolated from observed gravity values.
 MD0164
 MD0164;                    North         East    Units  Estimated Accuracy
 MD0164;SPC OH N     -   185,140.      457,680.      MT  (+/- 180 meters Scaled)
 MD0164
 MD0164                          SUPERSEDED SURVEY CONTROL
 MD0164
 MD0164  NGVD 29 (??/??/92)  204.394  (m)          670.58   (f) ADJ UNCH    2 0
 MD0164
 MD0164.Superseded values are not recommended for survey control.
 MD0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0164.See file dsdata.txt to determine how the superseded data were derived.
 MD0164
 MD0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL343782(NAD 83)
 MD0164_MARKER: DD = SURVEY DISK
 MD0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0164_SP_SET: BRIDGE
 MD0164_STAMPING: OHIO DATUM 671
 MD0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0164
 MD0164  HISTORY     - Date     Condition        Report By
 MD0164  HISTORY     - UNK      MONUMENTED       CGS
 MD0164  HISTORY     - 1963     GOOD             NGS
 MD0164
 MD0164                          STATION DESCRIPTION
 MD0164
 MD0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MD0164'AT FLORIDA.
 MD0164'LOCATED IN THE SOUTHERN PART OF TOWN IN FLORIDA AT THE MAUMEE
 MD0164'RIVER BRIDGE, ABOUT 0.1 MILE SOUTH OF HIGHWAY 24, AND 17.0 FEET
 MD0164'EAST OF THE CENTERLINE OF COUNTY ROAD.  A STANDARD USGS DISK
 MD0164'STAMPED 671, SET IN A DRILL HOLE IN TOP OF THE NORTHEAST CORNER
 MD0164'OF THE NORTHEAST ROCK WING-WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1109 ***********************************************************************
 HY1109  DESIGNATION -  671
 HY1109  PID         -  HY1109
 HY1109  STATE/COUNTY-  OH/SCIOTO
 HY1109  USGS QUAD   -  MINFORD (1990)
 HY1109
 HY1109                         *CURRENT SURVEY CONTROL
 HY1109  ___________________________________________________________________
 HY1109* NAD 83(1986)-  38 47 06.     (N)    082 47 48.     (W)     SCALED    
 HY1109* NAVD 88     -       204.303  (meters)     670.28   (feet)  ADJUSTED  
 HY1109  ___________________________________________________________________
 HY1109  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HY1109  DYNAMIC HT  -         204.173 (meters)     669.86  (feet)  COMP
 HY1109  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 HY1109
 HY1109  VERT ORDER  -  SECOND    CLASS 0
 HY1109
 HY1109.The horizontal coordinates were scaled from a topographic map and have
 HY1109.an estimated accuracy of +/- 6 seconds.
 HY1109
 HY1109.The orthometric height was determined by differential leveling
 HY1109.and adjusted by the National Geodetic Survey in June 1991..
 HY1109.WARNING-Repeat measurements at this control monument indicate possible
 HY1109.vertical movement.
 HY1109
 HY1109.The geoid height was determined by GEOID03.
 HY1109
 HY1109.The dynamic height is computed by dividing the NAVD 88
 HY1109.geopotential number by the normal gravity value computed on the
 HY1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1109.degrees latitude (g = 980.6199 gals.).
 HY1109
 HY1109.The modeled gravity was interpolated from observed gravity values.
 HY1109
 HY1109;                    North         East    Units  Estimated Accuracy
 HY1109;SPC OH S     -    87,190.      574,220.      MT  (+/- 180 meters Scaled)
 HY1109
 HY1109                          SUPERSEDED SURVEY CONTROL
 HY1109
 HY1109  NGVD 29 (??/??/92)  204.49   (m)          670.9    (f) COMPUTED    2 0
 HY1109
 HY1109.Superseded values are not recommended for survey control.
 HY1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1109.See file dsdata.txt to determine how the superseded data were derived.
 HY1109
 HY1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC439944(NAD 83)
 HY1109_MARKER: P = PIPE CAP
 HY1109_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1109_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1109_STAMPING: OHIO 671
 HY1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1109
 HY1109  HISTORY     - Date     Condition        Report By
 HY1109  HISTORY     - UNK      MONUMENTED       USGS
 HY1109  HISTORY     - 1958     MARK NOT FOUND   NGS
 HY1109
 HY1109                          STATION DESCRIPTION
 HY1109
 HY1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1109'AT GEPHARTS.
 HY1109'AT GEPHARTS, SCIOTO COUNTY, ON THE BALTIMORE AND OHIO RAILROAD
 HY1109'123 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE GENERAL
 HY1109'STORE, 51 FEET SOUTH OF A POLE, 30 FEET SOUTHWEST OF A SWITCH
 HY1109'18 FEET WEST OF THE CENTER OF A GRAVEL-ROAD CROSSING, 16 FEET
 HY1109'WEST OF THE WEST RAIL, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.
 HY1109'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED OHIO
 HY1109'671 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- IT
 HY1109'WAS REPORTED IN AUGUST 1936 THAT THE STAMPING WAS ILLEGIBLE.
 HY1109'NOTE-- A 1/4 HOUR SEARCH FAILED TO FIND THE MARK, THE USGS AND
 HY1109'C AND GS DESCRIPTIONS WERE CONTRADICTORY TO EACH OTHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1875 ***********************************************************************
 HY1875  DESIGNATION -  672
 HY1875  PID         -  HY1875
 HY1875  STATE/COUNTY-  OH/ADAMS
 HY1875  USGS QUAD   -  SEAMAN (1986)
 HY1875
 HY1875                         *CURRENT SURVEY CONTROL
 HY1875  ___________________________________________________________________
 HY1875* NAD 83(1986)-  38 55 50.     (N)    083 31 26.     (W)     SCALED    
 HY1875* NAVD 88     -       204.555  (meters)     671.11   (feet)  ADJUSTED  
 HY1875  ___________________________________________________________________
 HY1875  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY1875  DYNAMIC HT  -         204.425 (meters)     670.68  (feet)  COMP
 HY1875  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 HY1875
 HY1875  VERT ORDER  -  SECOND    CLASS 0
 HY1875
 HY1875.The horizontal coordinates were scaled from a topographic map and have
 HY1875.an estimated accuracy of +/- 6 seconds.
 HY1875
 HY1875.The orthometric height was determined by differential leveling
 HY1875.and adjusted by the National Geodetic Survey in June 1991..
 HY1875
 HY1875.The geoid height was determined by GEOID03.
 HY1875
 HY1875.The dynamic height is computed by dividing the NAVD 88
 HY1875.geopotential number by the normal gravity value computed on the
 HY1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1875.degrees latitude (g = 980.6199 gals.).
 HY1875
 HY1875.The modeled gravity was interpolated from observed gravity values.
 HY1875
 HY1875;                    North         East    Units  Estimated Accuracy
 HY1875;SPC OH S     -   103,810.      511,220.      MT  (+/- 180 meters Scaled)
 HY1875
 HY1875                          SUPERSEDED SURVEY CONTROL
 HY1875
 HY1875  NGVD 29 (??/??/92)  204.743  (m)          671.73   (f) ADJ UNCH    2 0
 HY1875
 HY1875.Superseded values are not recommended for survey control.
 HY1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1875.See file dsdata.txt to determine how the superseded data were derived.
 HY1875
 HY1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD812120(NAD 83)
 HY1875_MARKER: P = PIPE CAP
 HY1875_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1875_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1875_STAMPING: OHIO 672
 HY1875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1875
 HY1875  HISTORY     - Date     Condition        Report By
 HY1875  HISTORY     - UNK      MONUMENTED       USGS
 HY1875  HISTORY     - 1935     GOOD             NGS
 HY1875
 HY1875                          STATION DESCRIPTION
 HY1875
 HY1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1875'3 MI E FROM SEAMAN.
 HY1875'3.0 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY1875'STATION AT SEAMAN, ADAMS COUNTY, 0.2 MILE WEST OF MILEPOST C 65,
 HY1875'375 YARDS WEST OF BRIDGE 2038, 33 FEET SOUTHEAST OF THE LOWER END
 HY1875'OF THE SOUTHWEST WING WALL OF A CONCRETE BRIDGE OVER A PRIVATE
 HY1875'ROAD, 55 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 15 FEET LOWER
 HY1875'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 HY1875'STAMPED OHIO 672 AND RIVETED ON TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0305 ***********************************************************************
 JZ0305  DESIGNATION -  673.3
 JZ0305  PID         -  JZ0305
 JZ0305  STATE/COUNTY-  OH/WARREN
 JZ0305  USGS QUAD   -  SOUTH LEBANON (1979)
 JZ0305
 JZ0305                         *CURRENT SURVEY CONTROL
 JZ0305  ___________________________________________________________________
 JZ0305* NAD 83(1986)-  39 15 31.     (N)    084 13 01.     (W)     SCALED    
 JZ0305* NAVD 88     -       205.038  (meters)     672.70   (feet)  ADJUSTED  
 JZ0305  ___________________________________________________________________
 JZ0305  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ0305  DYNAMIC HT  -         204.910 (meters)     672.28  (feet)  COMP
 JZ0305  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 JZ0305
 JZ0305  VERT ORDER  -  FIRST     CLASS II
 JZ0305
 JZ0305.The horizontal coordinates were scaled from a topographic map and have
 JZ0305.an estimated accuracy of +/- 6 seconds.
 JZ0305
 JZ0305.The orthometric height was determined by differential leveling
 JZ0305.and adjusted by the National Geodetic Survey in June 1991..
 JZ0305
 JZ0305.The geoid height was determined by GEOID03.
 JZ0305
 JZ0305.The dynamic height is computed by dividing the NAVD 88
 JZ0305.geopotential number by the normal gravity value computed on the
 JZ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0305.degrees latitude (g = 980.6199 gals.).
 JZ0305
 JZ0305.The modeled gravity was interpolated from observed gravity values.
 JZ0305
 JZ0305;                    North         East    Units  Estimated Accuracy
 JZ0305;SPC OH S     -   141,130.      451,830.      MT  (+/- 180 meters Scaled)
 JZ0305
 JZ0305                          SUPERSEDED SURVEY CONTROL
 JZ0305
 JZ0305  NGVD 29 (??/??/92)  205.211  (m)          673.26   (f) ADJ UNCH    1 2
 JZ0305
 JZ0305.Superseded values are not recommended for survey control.
 JZ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0305.See file dsdata.txt to determine how the superseded data were derived.
 JZ0305
 JZ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ401491(NAD 83)
 JZ0305_MARKER: DB = BENCH MARK DISK
 JZ0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0305_SP_SET: ABUTMENT
 JZ0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0305
 JZ0305  HISTORY     - Date     Condition        Report By
 JZ0305  HISTORY     - UNK      MONUMENTED       CGS
 JZ0305  HISTORY     - 1935     GOOD             NGS
 JZ0305
 JZ0305                          STATION DESCRIPTION
 JZ0305
 JZ0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JZ0305'2.7 MI SE FROM LOVELAND.
 JZ0305'IN WARREN COUNTY, 2.7 MILES SOUTHEAST ALONG THE BALTIMORE AND
 JZ0305'OHIO RAILROAD FROM THE STATION AT LOVELAND, CLERMONT COUNTY, 150
 JZ0305'FEET SOUTH OF NEW BRIDGE 27.55, AT AN ABANDONED RAILROAD BRIDGE,
 JZ0305'AND ON THE TOP OF THE NORTH END OF THE WEST ABUTMENT.  A 1-1/2-INCH
 JZ0305'OUTLINED SQUARE.  NOTE-- THE ORIGIN OF THIS BENCH MARK IS
 JZ0305'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1181 ***********************************************************************
 JX1181  DESIGNATION -  676
 JX1181  PID         -  JX1181
 JX1181  STATE/COUNTY-  OH/ATHENS
 JX1181  USGS QUAD   -  STEWART (1994)
 JX1181
 JX1181                         *CURRENT SURVEY CONTROL
 JX1181  ___________________________________________________________________
 JX1181* NAD 83(1986)-  39 19 37.     (N)    081 59 50.     (W)     SCALED    
 JX1181* NAVD 88     -       205.692  (meters)     674.84   (feet)  ADJUSTED  
 JX1181  ___________________________________________________________________
 JX1181  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1181  DYNAMIC HT  -         205.566 (meters)     674.43  (feet)  COMP
 JX1181  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 JX1181
 JX1181  VERT ORDER  -  FIRST     CLASS II
 JX1181
 JX1181.The horizontal coordinates were scaled from a topographic map and have
 JX1181.an estimated accuracy of +/- 6 seconds.
 JX1181
 JX1181.The orthometric height was determined by differential leveling
 JX1181.and adjusted by the National Geodetic Survey in June 1991..
 JX1181
 JX1181.The geoid height was determined by GEOID03.
 JX1181
 JX1181.The dynamic height is computed by dividing the NAVD 88
 JX1181.geopotential number by the normal gravity value computed on the
 JX1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1181.degrees latitude (g = 980.6199 gals.).
 JX1181
 JX1181.The modeled gravity was interpolated from observed gravity values.
 JX1181
 JX1181;                    North         East    Units  Estimated Accuracy
 JX1181;SPC OH S     -   147,430.      643,350.      MT  (+/- 180 meters Scaled)
 JX1181
 JX1181                          SUPERSEDED SURVEY CONTROL
 JX1181
 JX1181  NGVD 29 (??/??/92)  205.87   (m)          675.4    (f) COMPUTED    1 2
 JX1181
 JX1181.Superseded values are not recommended for survey control.
 JX1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1181.See file dsdata.txt to determine how the superseded data were derived.
 JX1181
 JX1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD140535(NAD 83)
 JX1181_MARKER: DD = SURVEY DISK
 JX1181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1181_SP_SET: BUILDING
 JX1181_STAMPING: 676
 JX1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1181
 JX1181  HISTORY     - Date     Condition        Report By
 JX1181  HISTORY     - UNK      MONUMENTED       USGS
 JX1181  HISTORY     - 1934     GOOD             NGS
 JX1181
 JX1181                          STATION DESCRIPTION
 JX1181
 JX1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JX1181'AT CANAANVILLE.
 JX1181'ON HIGHWAY 50 S.  ON THE SOUTH FACE OF THE METHODIST CHURCH.  110
 JX1181'YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE GRADE SCHOOL.  5
 JX1181'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE FRONT STEPS OF
 JX1181'THE BUILDING.  2 FEET EAST OF THE SOUTHWEST CORNER OF THE
 JX1181'BUILDING.  48 YARDS NORTH OF THE CENTER LINE OF HIGHWAY 50 S.  2
 JX1181'FEET ABOVE THE GRADE OF THE ROAD.  SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1182 ***********************************************************************
 JX1182  DESIGNATION -  676 RESET
 JX1182  PID         -  JX1182
 JX1182  STATE/COUNTY-  OH/ATHENS
 JX1182  USGS QUAD   -  STEWART (1994)
 JX1182
 JX1182                         *CURRENT SURVEY CONTROL
 JX1182  ___________________________________________________________________
 JX1182* NAD 83(1986)-  39 19 37.     (N)    081 59 50.     (W)     SCALED    
 JX1182* NAVD 88     -       205.69   (+/-2cm)     674.8    (feet)  VERTCON   
 JX1182  ___________________________________________________________________
 JX1182  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1182
 JX1182  VERT ORDER  -  ? (See Below)
 JX1182
 JX1182.The horizontal coordinates were scaled from a topographic map and have
 JX1182.an estimated accuracy of +/- 6 seconds.
 JX1182
 JX1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1182.The vertical order pertains to the NGVD 29 superseded value.
 JX1182
 JX1182.The geoid height was determined by GEOID03.
 JX1182
 JX1182;                    North         East    Units  Estimated Accuracy
 JX1182;SPC OH S     -   147,430.      643,350.      MT  (+/- 180 meters Scaled)
 JX1182
 JX1182                          SUPERSEDED SURVEY CONTROL
 JX1182
 JX1182  NGVD 29 (??/??/92)  205.868  (m)          675.42   (f) ADJ UNCH    ?  
 JX1182
 JX1182.Superseded values are not recommended for survey control.
 JX1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1182.See file dsdata.txt to determine how the superseded data were derived.
 JX1182
 JX1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD140535(NAD 83)
 JX1182_MARKER: DD = SURVEY DISK
 JX1182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1182_SP_SET: STEP
 JX1182_STAMPING: 676 COLUMBUS
 JX1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1182
 JX1182  HISTORY     - Date     Condition        Report By
 JX1182  HISTORY     - UNK      MONUMENTED       RBNF
 JX1182  HISTORY     - 1941     GOOD             NGS
 JX1182  HISTORY     - 1988     GOOD             USPSQD
 JX1182
 JX1182                          STATION DESCRIPTION
 JX1182
 JX1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JX1182'AT CANAANVILLE.
 JX1182'AT CANAANVILLE, ATHENS COUNTY, ON STATE HIGHWAY 690, 110 YARDS
 JX1182'SOUTHWEST OF A SCHOOL, AT THE METHODIST CHURCH, AT THE
 JX1182'SOUTHWEST ENTRANCE, IN THE SOUTHWEST FACE OF THE FOURTH CONCRETE
 JX1182'STEP, 0.7 FOOT SOUTHEAST OF THE NORTHWEST END, 0.3 FOOT BELOW
 JX1182'THE TOP OF THE STEP, 35 FEET NORTHEAST OF THE CENTERLINE OF THE
 JX1182'HIGHWAY, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A
 JX1182'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, SET VERTICALLY.
 JX1182
 JX1182                          STATION RECOVERY (1988)
 JX1182
 JX1182'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6104 ***********************************************************************
 AB6104  CBN         -  This is a Cooperative Base Network Control Station.
 AB6104  DESIGNATION -  67D A
 AB6104  PID         -  AB6104
 AB6104  STATE/COUNTY-  OH/LORAIN
 AB6104  USGS QUAD   -  WELLINGTON (1973)
 AB6104
 AB6104                         *CURRENT SURVEY CONTROL
 AB6104  ___________________________________________________________________
 AB6104* NAD 83(1995)-  41 09 49.96875(N)    082 12 06.08101(W)     ADJUSTED  
 AB6104* NAVD 88     -       260.2    (meters)     854.     (feet)  GPS OBS   
 AB6104  ___________________________________________________________________
 AB6104  X           -     652,488.789 (meters)                     COMP
 AB6104  Y           -  -4,764,328.939 (meters)                     COMP
 AB6104  Z           -   4,176,290.523 (meters)                     COMP
 AB6104  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 AB6104  ELLIP HEIGHT-         226.15  (meters)          (03/08/05) GPS OBS
 AB6104  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AB6104
 AB6104  HORZ ORDER  -  B
 AB6104  ELLP ORDER  -  FOURTH    CLASS II
 AB6104
 AB6104.The horizontal coordinates were established by GPS observations
 AB6104.and adjusted by the National Geodetic Survey in August 1996..
 AB6104
 AB6104.The orthometric height was determined by GPS observations and a
 AB6104.high-resolution geoid model.
 AB6104
 AB6104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6104
 AB6104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6104
 AB6104.The ellipsoidal height was determined by GPS observations
 AB6104.and is referenced to NAD 83.
 AB6104
 AB6104.The geoid height was determined by GEOID03.
 AB6104
 AB6104;                    North         East     Units Scale Factor Converg.
 AB6104;SPC OH N     -   166,302.599   625,034.631   MT  0.99994054   +0 11 45.5
 AB6104;UTM  17      - 4,557,645.505   399,185.836   MT  0.99972508   -0 47 27.7
 AB6104
 AB6104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6104!SPC OH N     -   0.99996453  x   0.99994054  =   0.99990507
 AB6104!UTM  17      -   0.99996453  x   0.99972508  =   0.99968962
 AB6104
 AB6104                          SUPERSEDED SURVEY CONTROL
 AB6104
 AB6104  ELLIP H (08/20/96)  226.14   (m)                       GP(       ) 4 2
 AB6104
 AB6104.Superseded values are not recommended for survey control.
 AB6104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6104.See file dsdata.txt to determine how the superseded data were derived.
 AB6104
 AB6104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9918657646(NAD 83)
 AB6104_MARKER: I = METAL ROD
 AB6104_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6104_STAMPING: FAA 67D A ELYPORT 1995
 AB6104_MARK LOGO: OHDT  
 AB6104_PROJECTION: FLUSH
 AB6104_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6104+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AB6104_ROD/PIPE-DEPTH: 8.20 meters
 AB6104_SLEEVE-DEPTH  : 0.90 meters
 AB6104
 AB6104  HISTORY     - Date     Condition        Report By
 AB6104  HISTORY     - 1995     MONUMENTED       OHDT
 AB6104  HISTORY     - 2000     GOOD             OH-103
 AB6104
 AB6104                          STATION DESCRIPTION
 AB6104
 AB6104'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (SLQ)
 AB6104'THE MARK IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF WELLINGTON, AND
 AB6104'ABOUT 0.24 KM (0.15 MI) SOUTH OF STATE ROUTE 18 AT BOTSFORD AVIATION,
 AB6104'FUN COUNTRY SOARING, INCORPORATED.  NEAR THE SOUTH END OF THE LAKE
 AB6104'NEXT TO THE GRASS RUNWAY 18-36.  LOCATED NEAR THE CENTER OF WELLINGTON
 AB6104'TOWNSHIP, T 3 N, R 18 W.  OWNERSHIP--WILLIAM BOTSFORD, STATE ROUTE 18
 AB6104'EAST, PO BOX 25, WELLINGTON, OHIO 44090.  PHONE (216) 647-4246.
 AB6104'NOTE--BEFORE ENTERING AIRFIELD PROPERTY CONTACT WILLIAM BOTSFORD AT
 AB6104'NUMBER ABOVE OR CONTACT HIM IN PERSON AT HIS HOME WHICH IS OFF OF THE
 AB6104'RIGHT FORK OF THE DRIVE TO THE AIRFIELD.  **DO NOT DRIVE VEHICLES ON
 AB6104'OR ALONG GRASS RUNWAY INSIDE MARKING LIGHTS AS IT WILL CUT GROOVES IN
 AB6104'THE SURFACE.** TO REACH THE MARK FROM THE INTERSECTION OF STATE ROUTES
 AB6104'18 AND 58 IN THE CENTER OF WELLINGTON, GO EAST ON STATE ROUTE 18 FOR
 AB6104'1.4 KM (0.85 MI) TO THE DRIVE ENTRANCE FOR BOTSFORD AVIATION ON THE
 AB6104'RIGHT, TURN RIGHT, SOUTH, 0.08 KM (0.05 MI) TO THE FORK IN THE DRIVE,
 AB6104'CONTINUE SOUTH ON THE RIGHT FORK IN THE DRIVE 0.16 KM (0.10 MI) TOWARD
 AB6104'A BRICK HOUSE TO THE NORTH END OF THE LAKE, TURN LEFT ONTO THE GRASS
 AB6104'AND GO 0.29 KM (0.20 MI) ALONG EAST EDGE OF LAKE TO THE MARK.  9.1 M
 AB6104'(29.9 FT) WEST OF THE WEST EDGE OF THE RUNWAY, 24.4 M (80.1 FT) WEST
 AB6104'OF THE CENTER OF THE RUNWAY, APPROXIMATELY 0.16 KM (0.10 MI) SOUTH OF
 AB6104'THE SOUTHERNMOST HANGER. THE MARK IS A 9/16 INCH STAINLESS STEEL ROD
 AB6104'DRIVEN TO REFUSAL AT A DEPTH OF 8.2 M (26.9 FT) WITH A 0.9 M (3.0 FT)
 AB6104'GREASED SLEEVE AND ENCASED IN A 5 INCH PVC WITH AN ALUMINUM COVER,
 AB6104'STAMPED --FAA 67D A 1995--, AND REMOVABLE ALUMINUM LID, SET FLUSH WITH
 AB6104'THE GROUND.  AN ORANGE CARSONITE WITNESS POST WAS SET TO THE WEST OF
 AB6104'THE MARK, IN THE TREES, ALONG THE EDGE OF THE LAKE.  NOTE--SLEEVE
 AB6104'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
 AB6104
 AB6104                          STATION RECOVERY (2000)
 AB6104
 AB6104'RECOVERY NOTE BY MEDINA COUNTY OHIO 2000
 AB6104'RECOVERY NOTE BY MEDINA COUNTY SANITARY ENGINEER 2000
 AB6104'FOUND AS DESCRIBED IN GOOD CONDITION.
 AB6104'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1002 ***********************************************************************
 MB1002  DESIGNATION -  682
 MB1002  PID         -  MB1002
 MB1002  STATE/COUNTY-  OH/ASHTABULA
 MB1002  USGS QUAD   -  ASHTABULA SOUTH (1970)
 MB1002
 MB1002                         *CURRENT SURVEY CONTROL
 MB1002  ___________________________________________________________________
 MB1002* NAD 83(1986)-  41 49 42.     (N)    080 52 12.     (W)     SCALED    
 MB1002* NAVD 88     -       207.392  (meters)     680.42   (feet)  ADJUSTED  
 MB1002  ___________________________________________________________________
 MB1002  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 MB1002  DYNAMIC HT  -         207.315 (meters)     680.17  (feet)  COMP
 MB1002  MODELED GRAV-     980,245.8   (mgal)                       NAVD 88
 MB1002
 MB1002  VERT ORDER  -  FIRST     CLASS II
 MB1002
 MB1002.The horizontal coordinates were scaled from a topographic map and have
 MB1002.an estimated accuracy of +/- 6 seconds.
 MB1002
 MB1002.The orthometric height was determined by differential leveling
 MB1002.and adjusted by the National Geodetic Survey in June 1991..
 MB1002
 MB1002.The geoid height was determined by GEOID03.
 MB1002
 MB1002.The dynamic height is computed by dividing the NAVD 88
 MB1002.geopotential number by the normal gravity value computed on the
 MB1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1002.degrees latitude (g = 980.6199 gals.).
 MB1002
 MB1002.The modeled gravity was interpolated from observed gravity values.
 MB1002
 MB1002;                    North         East    Units  Estimated Accuracy
 MB1002;SPC OH N     -   241,320.      735,410.      MT  (+/- 180 meters Scaled)
 MB1002
 MB1002                          SUPERSEDED SURVEY CONTROL
 MB1002
 MB1002  NGVD 29 (06/03/92)  207.602  (m)          681.11   (f) ADJUSTED    1 2
 MB1002
 MB1002.Superseded values are not recommended for survey control.
 MB1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1002.See file dsdata.txt to determine how the superseded data were derived.
 MB1002
 MB1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG107307(NAD 83)
 MB1002_MARKER: DD = SURVEY DISK
 MB1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1002_SP_SET: BRICK PAVEMENT
 MB1002_STAMPING: 682 CLEVELAND
 MB1002_MARK LOGO: USGS  
 MB1002_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1002
 MB1002  HISTORY     - Date     Condition        Report By
 MB1002  HISTORY     - 1900     MONUMENTED       USGS
 MB1002  HISTORY     - 1934     GOOD             NGS
 MB1002  HISTORY     - 1981     GOOD             NGS
 MB1002  HISTORY     - 19931013 GOOD             OHDT
 MB1002  HISTORY     - 19960804 POOR             USPSQD
 MB1002  HISTORY     - 19960816 GOOD             USPSQD
 MB1002
 MB1002                          STATION DESCRIPTION
 MB1002
 MB1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MB1002'AT SAYBROOK.
 MB1002'AT SAYBROOK, ASHTABULA COUNTY, IN THE NORTH WALL OF THE TOWN
 MB1002'HALL, 14 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING, 59
 MB1002'FEET SOUTH OF THE SOUTH EDGE OF THE BRICK PAVEMENT ON U.S.
 MB1002'HIGHWAY 20, AND 18 INCHES ABOVE THE GROUND.  A UNITED STATES
 MB1002'SURVEY STANDARD DISK, STAMPED 682 CLEVELAND AND SET VERTICALLY.
 MB1002
 MB1002                          STATION RECOVERY (1981)
 MB1002
 MB1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1002'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MB1002'IN SAYBROOK, AT THE SAYBROOK CITY HALL AND THE SAYBROOK TWP FIRE
 MB1002'STATION, SET VERTICALLY IN THE NORTHWEST CORNER OF THE NORTHWEST FACE
 MB1002'OF THE BUILDING, 20.28 METERS (66.5 FEET) SOUTH-SOUTHEAST OF THE
 MB1002'CENTER LINE OF U.S. HIGHWAY 20, 4.27 METERS (14.0 FEET) WEST-SOUTHWEST
 MB1002'OF THE CENTER OF THE NORTH ENTRANCE TO THE BUILDING, 0.30 METER (1.0
 MB1002'FOOT) EAST OF THE NORTHWEST CORNER OF THE BUILDING.
 MB1002'THE MARK IS 0.30 M ABOVE GROUND.
 MB1002
 MB1002                          STATION RECOVERY (1993)
 MB1002
 MB1002'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1002'RECOVERED IN GOOD CONDITION.
 MB1002
 MB1002                          STATION RECOVERY (1996)
 MB1002
 MB1002'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1002'MARK RECOVERED IN POOR CONDITION.
 MB1002
 MB1002                          STATION RECOVERY (1996)
 MB1002
 MB1002'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1166 ***********************************************************************
 JY1166  DESIGNATION -  684
 JY1166  PID         -  JY1166
 JY1166  STATE/COUNTY-  OH/ROSS
 JY1166  USGS QUAD   -  LONDONDERRY (1992)
 JY1166
 JY1166                         *CURRENT SURVEY CONTROL
 JY1166  ___________________________________________________________________
 JY1166* NAD 83(1986)-  39 16 02.     (N)    082 47 24.     (W)     SCALED    
 JY1166* NAVD 88     -       208.392  (meters)     683.70   (feet)  ADJUSTED  
 JY1166  ___________________________________________________________________
 JY1166  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JY1166  DYNAMIC HT  -         208.265 (meters)     683.28  (feet)  COMP
 JY1166  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 JY1166
 JY1166  VERT ORDER  -  FIRST     CLASS II
 JY1166
 JY1166.The horizontal coordinates were scaled from a topographic map and have
 JY1166.an estimated accuracy of +/- 6 seconds.
 JY1166
 JY1166.The orthometric height was determined by differential leveling
 JY1166.and adjusted by the National Geodetic Survey in June 1991..
 JY1166
 JY1166.The geoid height was determined by GEOID03.
 JY1166
 JY1166.The dynamic height is computed by dividing the NAVD 88
 JY1166.geopotential number by the normal gravity value computed on the
 JY1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1166.degrees latitude (g = 980.6199 gals.).
 JY1166
 JY1166.The modeled gravity was interpolated from observed gravity values.
 JY1166
 JY1166;                    North         East    Units  Estimated Accuracy
 JY1166;SPC OH S     -   140,720.      574,980.      MT  (+/- 180 meters Scaled)
 JY1166
 JY1166                          SUPERSEDED SURVEY CONTROL
 JY1166
 JY1166  NGVD 29 (??/??/92)  208.567  (m)          684.27   (f) ADJ UNCH    1 2
 JY1166
 JY1166.Superseded values are not recommended for survey control.
 JY1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1166.See file dsdata.txt to determine how the superseded data were derived.
 JY1166
 JY1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD455479(NAD 83)
 JY1166_MARKER: DE = TRAVERSE STATION DISK
 JY1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1166_SP_SET: STONE POST
 JY1166_STAMPING: 684 PRIM TRAV STA NO 11
 JY1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1166+STABILITY: SURFACE MOTION
 JY1166
 JY1166  HISTORY     - Date     Condition        Report By
 JY1166  HISTORY     - UNK      MONUMENTED       USGS
 JY1166  HISTORY     - 1943     GOOD             NGS
 JY1166
 JY1166                          STATION DESCRIPTION
 JY1166
 JY1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY1166'AT LONDONDERRY.
 JY1166'AT LONDONDERRY, ROSS COUNTY, ABOUT 200 FEET NORTH OF THE
 JY1166'CENTERLINE OF U.S. HIGHWAY 50, 50 FEET EAST OF THE SOUTHEAST
 JY1166'CORNER OF A FIRESTONE GARAGE, 21 FEET EAST OF THE CENTERLINE
 JY1166'OF A CITY HIGHWAY, 15 FEET NORTH OF THE CENTERLINE OF AN ALLEY,
 JY1166'AND ONE FOOT INSIDE A FENCE CORNER.  A UNITED STATES GEOLOGICAL
 JY1166'SURVEY STANDARD DISK, STAMPED 684 PRIM TRAV STA NO 11 AND SET
 JY1166'IN THE TOP OF A SANDSTONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0093 ***********************************************************************
 JZ0093  DESIGNATION -  685
 JZ0093  PID         -  JZ0093
 JZ0093  STATE/COUNTY-  OH/WARREN
 JZ0093  USGS QUAD   -  FRANKLIN (1992)
 JZ0093
 JZ0093                         *CURRENT SURVEY CONTROL
 JZ0093  ___________________________________________________________________
 JZ0093* NAD 83(1986)-  39 33 27.     (N)    084 18 21.     (W)     SCALED    
 JZ0093* NAVD 88     -       208.536  (meters)     684.17   (feet)  ADJUSTED  
 JZ0093  ___________________________________________________________________
 JZ0093  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JZ0093  DYNAMIC HT  -         208.414 (meters)     683.77  (feet)  COMP
 JZ0093  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 JZ0093
 JZ0093  VERT ORDER  -  FIRST     CLASS II
 JZ0093
 JZ0093.The horizontal coordinates were scaled from a topographic map and have
 JZ0093.an estimated accuracy of +/- 6 seconds.
 JZ0093
 JZ0093.The orthometric height was determined by differential leveling
 JZ0093.and adjusted by the National Geodetic Survey in June 1991..
 JZ0093
 JZ0093.The geoid height was determined by GEOID03.
 JZ0093
 JZ0093.The dynamic height is computed by dividing the NAVD 88
 JZ0093.geopotential number by the normal gravity value computed on the
 JZ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0093.degrees latitude (g = 980.6199 gals.).
 JZ0093
 JZ0093.The modeled gravity was interpolated from observed gravity values.
 JZ0093
 JZ0093;                    North         East    Units  Estimated Accuracy
 JZ0093;SPC OH S     -   174,460.      444,820.      MT  (+/- 180 meters Scaled)
 JZ0093
 JZ0093                          SUPERSEDED SURVEY CONTROL
 JZ0093
 JZ0093  NGVD 29 (??/??/92)  208.718  (m)          684.77   (f) ADJ UNCH    1 2
 JZ0093
 JZ0093.Superseded values are not recommended for survey control.
 JZ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0093.See file dsdata.txt to determine how the superseded data were derived.
 JZ0093
 JZ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ314821(NAD 83)
 JZ0093_MARKER: DD = SURVEY DISK
 JZ0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0093_SP_SET: BUILDING
 JZ0093_STAMPING: OHIO 685
 JZ0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0093
 JZ0093  HISTORY     - Date     Condition        Report By
 JZ0093  HISTORY     - UNK      MONUMENTED       USGS
 JZ0093  HISTORY     - 1947     GOOD             NGS
 JZ0093
 JZ0093                          STATION DESCRIPTION
 JZ0093
 JZ0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0093'AT FRANKLIN.
 JZ0093'AT FRANKLIN, ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 25 FROM
 JZ0093'THE POST OFFICE, THENCE ABOUT 75 YARDS EAST ALONG 6TH STREET, SET
 JZ0093'VERTICALLY IN THE NORTH FACE AT THE NORTHWEST CORNER OF AN OLD
 JZ0093'2-STORY BRICK BUILDING, IN THE LIMESTONE WATER TABLE, 1.3 FEET
 JZ0093'ABOVE THE GROUND, ABOUT 0.5 FEET EAST OF THE NORTHWEST CORNER,
 JZ0093'10.2 FEET SOUTH OF THE SOUTH CURB OF 6TH STREET AND 195 FEET
 JZ0093'EAST OF THE EAST CURB OF MAIN STREET (HIGHWAY 25).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1499 ***********************************************************************
 JX1499  DESIGNATION -  686
 JX1499  PID         -  JX1499
 JX1499  STATE/COUNTY-  OH/MORGAN
 JX1499  USGS QUAD   -  ROKEBY LOCK (1994)
 JX1499
 JX1499                         *CURRENT SURVEY CONTROL
 JX1499  ___________________________________________________________________
 JX1499* NAD 83(1986)-  39 41 18.     (N)    081 53 29.     (W)     SCALED    
 JX1499* NAVD 88     -       208.935  (meters)     685.48   (feet)  ADJUSTED  
 JX1499  ___________________________________________________________________
 JX1499  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JX1499  DYNAMIC HT  -         208.815 (meters)     685.09  (feet)  COMP
 JX1499  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 JX1499
 JX1499  VERT ORDER  -  FIRST     CLASS II
 JX1499
 JX1499.The horizontal coordinates were scaled from a topographic map and have
 JX1499.an estimated accuracy of +/- 6 seconds.
 JX1499
 JX1499.The orthometric height was determined by differential leveling
 JX1499.and adjusted by the National Geodetic Survey in June 1991..
 JX1499
 JX1499.The geoid height was determined by GEOID03.
 JX1499
 JX1499.The dynamic height is computed by dividing the NAVD 88
 JX1499.geopotential number by the normal gravity value computed on the
 JX1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1499.degrees latitude (g = 980.6199 gals.).
 JX1499
 JX1499.The modeled gravity was interpolated from observed gravity values.
 JX1499
 JX1499;                    North         East    Units  Estimated Accuracy
 JX1499;SPC OH S     -   187,610.      652,200.      MT  (+/- 180 meters Scaled)
 JX1499
 JX1499                          SUPERSEDED SURVEY CONTROL
 JX1499
 JX1499  NGVD 29 (??/??/92)  209.141  (m)          686.16   (f) ADJ UNCH    1 2
 JX1499
 JX1499.Superseded values are not recommended for survey control.
 JX1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1499.See file dsdata.txt to determine how the superseded data were derived.
 JX1499
 JX1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD235935(NAD 83)
 JX1499_MARKER: DD = SURVEY DISK
 JX1499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1499_SP_SET: BRIDGE
 JX1499_STAMPING: 686
 JX1499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1499
 JX1499  HISTORY     - Date     Condition        Report By
 JX1499  HISTORY     - UNK      MONUMENTED       USGS
 JX1499  HISTORY     - 1959     GOOD             NGS
 JX1499  HISTORY     - 1972     GOOD             OHHD
 JX1499
 JX1499                          STATION DESCRIPTION
 JX1499
 JX1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX1499'3.4 MI NW FROM MALTA.
 JX1499'ABOUT 3.45 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1499'FROM THE STATION AT MALTA, BETWEEN MILEPOLES 21+9 AND 21+10,
 JX1499'0.25 MILE NORTH OF THE NORTH END OF THE RAILROAD BRIDGE OVER
 JX1499'OILSPRING RUN, IN SECTION 33, T-11-N R-12-W, 4 1/2 RAILS SOUTH OF
 JX1499'A GRAVEL ROAD CROSSING LEADING NORTHWEST AND SOUTHEAST, 4 FEET
 JX1499'EAST OF THE EAST RAIL, IN TOP OF THE EAST END OF THE SOUTH STONE
 JX1499'ABUTMENT (BRIDGE SEAT) TO RAILROAD BRIDGE 435 (THIS IS A SMALL
 JX1499'10-FOOT LONG BRIDGE), AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 JX1499'TRACK.  NOTE-- SET SIGN 2.2 FEET EAST OF MON.
 JX1499
 JX1499                          STATION RECOVERY (1972)
 JX1499
 JX1499'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1972
 JX1499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0440 ***********************************************************************
 JY0440  DESIGNATION -  686
 JY0440  PID         -  JY0440
 JY0440  STATE/COUNTY-  OH/ROSS
 JY0440  USGS QUAD   -  LONDONDERRY (1992)
 JY0440
 JY0440                         *CURRENT SURVEY CONTROL
 JY0440  ___________________________________________________________________
 JY0440* NAD 83(1986)-  39 16 00.     (N)    082 47 25.     (W)     SCALED    
 JY0440* NAVD 88     -       208.875  (meters)     685.28   (feet)  ADJUSTED  
 JY0440  ___________________________________________________________________
 JY0440  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JY0440  DYNAMIC HT  -         208.748 (meters)     684.87  (feet)  COMP
 JY0440  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 JY0440
 JY0440  VERT ORDER  -  FIRST     CLASS II
 JY0440
 JY0440.The horizontal coordinates were scaled from a topographic map and have
 JY0440.an estimated accuracy of +/- 6 seconds.
 JY0440
 JY0440.The orthometric height was determined by differential leveling
 JY0440.and adjusted by the National Geodetic Survey in June 1991..
 JY0440.WARNING-Repeat measurements at this control monument indicate possible
 JY0440.vertical movement.
 JY0440
 JY0440.The geoid height was determined by GEOID03.
 JY0440
 JY0440.The dynamic height is computed by dividing the NAVD 88
 JY0440.geopotential number by the normal gravity value computed on the
 JY0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0440.degrees latitude (g = 980.6199 gals.).
 JY0440
 JY0440.The modeled gravity was interpolated from observed gravity values.
 JY0440
 JY0440;                    North         East    Units  Estimated Accuracy
 JY0440;SPC OH S     -   140,660.      574,950.      MT  (+/- 180 meters Scaled)
 JY0440
 JY0440                          SUPERSEDED SURVEY CONTROL
 JY0440
 JY0440  NGVD 29 (??/??/92)  209.050  (m)          685.86   (f) ADJ UNCH    1 2
 JY0440
 JY0440.Superseded values are not recommended for survey control.
 JY0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0440.See file dsdata.txt to determine how the superseded data were derived.
 JY0440
 JY0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD455478(NAD 83)
 JY0440_MARKER: DD = SURVEY DISK
 JY0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0440_SP_SET: BUILDING
 JY0440_STAMPING: 686 1906
 JY0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0440
 JY0440  HISTORY     - Date     Condition        Report By
 JY0440  HISTORY     - 1906     MONUMENTED       USGS
 JY0440  HISTORY     - 1943     GOOD             NGS
 JY0440
 JY0440                          STATION DESCRIPTION
 JY0440
 JY0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0440'AT LONDONDERRY.
 JY0440'AT LONDONDERRY, ROSS COUNTY, 30 FEET NORTH OF THE CENTERLINE
 JY0440'OF U.S. HIGHWAY 50, IN THE SOUTH WALL OF A BRICK BUILDING, 24
 JY0440'FEET WEST OF THE SOUTHEAST CORNER, 12 FEET WEST OF THE ENTRANCE,
 JY0440'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE SIDEWALK.  A UNITED
 JY0440'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 686 1906 AND
 JY0440'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0147 ***********************************************************************
 MD0147  DESIGNATION -  687
 MD0147  PID         -  MD0147
 MD0147  STATE/COUNTY-  OH/HENRY
 MD0147  USGS QUAD   -  MALINTA (1971)
 MD0147
 MD0147                         *CURRENT SURVEY CONTROL
 MD0147  ___________________________________________________________________
 MD0147* NAD 83(1986)-  41 19 16.     (N)    084 02 17.     (W)     SCALED    
 MD0147* NAVD 88     -       209.091  (meters)     685.99   (feet)  ADJUSTED  
 MD0147  ___________________________________________________________________
 MD0147  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MD0147  DYNAMIC HT  -         208.998 (meters)     685.69  (feet)  COMP
 MD0147  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 MD0147
 MD0147  VERT ORDER  -  SECOND    CLASS 0
 MD0147
 MD0147.The horizontal coordinates were scaled from a topographic map and have
 MD0147.an estimated accuracy of +/- 6 seconds.
 MD0147
 MD0147.The orthometric height was determined by differential leveling
 MD0147.and adjusted by the National Geodetic Survey in June 1991..
 MD0147
 MD0147.The geoid height was determined by GEOID03.
 MD0147
 MD0147.The dynamic height is computed by dividing the NAVD 88
 MD0147.geopotential number by the normal gravity value computed on the
 MD0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0147.degrees latitude (g = 980.6199 gals.).
 MD0147
 MD0147.The modeled gravity was interpolated from observed gravity values.
 MD0147
 MD0147;                    North         East    Units  Estimated Accuracy
 MD0147;SPC OH N     -   184,860.      471,240.      MT  (+/- 180 meters Scaled)
 MD0147
 MD0147                          SUPERSEDED SURVEY CONTROL
 MD0147
 MD0147  NGVD 29 (??/??/92)  209.298  (m)          686.67   (f) ADJ UNCH    2 0
 MD0147
 MD0147.Superseded values are not recommended for survey control.
 MD0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0147.See file dsdata.txt to determine how the superseded data were derived.
 MD0147
 MD0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL479786(NAD 83)
 MD0147_MARKER: DD = SURVEY DISK
 MD0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0147_SP_SET: SIDEWALK
 MD0147_STAMPING: 687
 MD0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0147
 MD0147  HISTORY     - Date     Condition        Report By
 MD0147  HISTORY     - UNK      MONUMENTED       USGS
 MD0147  HISTORY     - 1934     GOOD             NGS
 MD0147  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MD0147
 MD0147                          STATION DESCRIPTION
 MD0147
 MD0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD0147'AT MALINTA.
 MD0147'AT MALINTA, 80 YARDS NORTH OF THE MOST NORTHWESTERLY RAIL OF
 MD0147'THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, 10 YARDS WEST
 MD0147'OF THE CENTERLINE OF MAIN STREET, IN THE TOP OF THE WEST SIDEWALK,
 MD0147'AND 6 INCHES EAST OF THE EAST FACADE OF A TWO-STORY BRICK
 MD0147'BUILDING.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 MD0147'STAMPED 687.
 MD0147
 MD0147                          STATION RECOVERY (1984)
 MD0147
 MD0147'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1132 ***********************************************************************
 HY1132  DESIGNATION -  687
 HY1132  PID         -  HY1132
 HY1132  STATE/COUNTY-  OH/JACKSON
 HY1132  USGS QUAD   -  GALLIA (1975)
 HY1132
 HY1132                         *CURRENT SURVEY CONTROL
 HY1132  ___________________________________________________________________
 HY1132* NAD 83(1986)-  38 51 40.     (N)    082 36 04.     (W)     SCALED    
 HY1132* NAVD 88     -       209.284  (meters)     686.63   (feet)  ADJUSTED  
 HY1132  ___________________________________________________________________
 HY1132  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HY1132  DYNAMIC HT  -         209.152 (meters)     686.19  (feet)  COMP
 HY1132  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 HY1132
 HY1132  VERT ORDER  -  SECOND    CLASS 0
 HY1132
 HY1132.The horizontal coordinates were scaled from a topographic map and have
 HY1132.an estimated accuracy of +/- 6 seconds.
 HY1132
 HY1132.The orthometric height was determined by differential leveling
 HY1132.and adjusted by the National Geodetic Survey in June 1991..
 HY1132
 HY1132.The geoid height was determined by GEOID03.
 HY1132
 HY1132.The dynamic height is computed by dividing the NAVD 88
 HY1132.geopotential number by the normal gravity value computed on the
 HY1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1132.degrees latitude (g = 980.6199 gals.).
 HY1132
 HY1132.The modeled gravity was interpolated from observed gravity values.
 HY1132
 HY1132;                    North         East    Units  Estimated Accuracy
 HY1132;SPC OH S     -    95,600.      591,220.      MT  (+/- 180 meters Scaled)
 HY1132
 HY1132                          SUPERSEDED SURVEY CONTROL
 HY1132
 HY1132  NGVD 29 (??/??/92)  209.462  (m)          687.21   (f) ADJ UNCH    2 0
 HY1132
 HY1132.Superseded values are not recommended for survey control.
 HY1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1132.See file dsdata.txt to determine how the superseded data were derived.
 HY1132
 HY1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD610025(NAD 83)
 HY1132_MARKER: P = PIPE CAP
 HY1132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1132_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1132_STAMPING: OHIO 687.213
 HY1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1132
 HY1132  HISTORY     - Date     Condition        Report By
 HY1132  HISTORY     - UNK      MONUMENTED       USGS
 HY1132  HISTORY     - 1958     GOOD             NGS
 HY1132
 HY1132                          STATION DESCRIPTION
 HY1132
 HY1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1132'3 MI SW FROM OAK HILL.
 HY1132'ABOUT 3.0 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1132'FROM THE STATION AT OAK HILL, IN SECTION 26, T 5N, R 18W, AT
 HY1132'BLACK FORK JUNCTION, AT MILE POST P 28-H 28, 17 FEET NORTHWEST
 HY1132'OF NORTHWEST RAIL, 12 1/2 FEET NORTH OF THE EAST CORNER OF THE
 HY1132'STATION BUILDING, 53 FEET SOUTHWEST OF THE MILE POST, 14 1/2
 HY1132'FEET NORTH OF A SIGNAL, 3 1/2 FEET NORTHEAST OF THE FIRST
 HY1132'TELEPHONE POLE NORTHEAST OF THE STATION, ABOUT LEVEL WITH THE
 HY1132'TRACK, A USGS CAP ON AN IRON PIPE PROJECTING 6 INCHES.  NOTE-- THE
 HY1132'MARK IS LEANING SLIGHTLY TO THE NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3498 ***********************************************************************
 JZ3498  DESIGNATION -  6901
 JZ3498  PID         -  JZ3498
 JZ3498  STATE/COUNTY-  OH/HAMILTON
 JZ3498  USGS QUAD   -  COVINGTON (1987)
 JZ3498
 JZ3498                         *CURRENT SURVEY CONTROL
 JZ3498  ___________________________________________________________________
 JZ3498* NAD 83(1995)-  39 04 49.08975(N)    084 35 24.23894(W)     ADJUSTED  
 JZ3498* NAVD 88     -       147.711  (meters)     484.62   (feet)  ADJUSTED  
 JZ3498  ___________________________________________________________________
 JZ3498  X           -     467,425.952 (meters)                     COMP
 JZ3498  Y           -  -4,935,716.378 (meters)                     COMP
 JZ3498  Z           -   3,999,312.804 (meters)                     COMP
 JZ3498  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JZ3498  ELLIP HEIGHT-         113.47  (meters)          (10/07/05) GPS OBS
 JZ3498  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3498  DYNAMIC HT  -         147.618 (meters)     484.31  (feet)  COMP
 JZ3498  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 JZ3498
 JZ3498  HORZ ORDER  -  FIRST
 JZ3498  VERT ORDER  -  SECOND    CLASS II
 JZ3498  ELLP ORDER  -  FOURTH    CLASS I
 JZ3498
 JZ3498.The horizontal coordinates were established by GPS observations
 JZ3498.and adjusted by the National Geodetic Survey in April 1998..
 JZ3498
 JZ3498.The orthometric height was determined by differential leveling
 JZ3498.and adjusted by the National Geodetic Survey in March 1993..
 JZ3498
 JZ3498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3498
 JZ3498.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3498
 JZ3498.The ellipsoidal height was determined by GPS observations
 JZ3498.and is referenced to NAD 83.
 JZ3498
 JZ3498.The geoid height was determined by GEOID03.
 JZ3498
 JZ3498.The dynamic height is computed by dividing the NAVD 88
 JZ3498.geopotential number by the normal gravity value computed on the
 JZ3498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3498.degrees latitude (g = 980.6199 gals.).
 JZ3498
 JZ3498.The modeled gravity was interpolated from observed gravity values.
 JZ3498
 JZ3498;                    North         East     Units Scale Factor Converg.
 JZ3498;SPC OH S     -   122,020.657   419,175.106   MT  0.99994991   -1 19 34.3
 JZ3498;SPC KY1Z     - 1,305,514.039 1,600,377.264   MT  1.00012601   +0 42 43.8
 JZ3498;SPC KY1Z     - 4,283,173.98  5,250,571.07   sFT  1.00012601   +0 42 43.8
 JZ3498;SPC KY N     -   175,470.775   470,574.101   MT  1.00001925   -0 12 41.6
 JZ3498;SPC KY N     -   575,690.37  1,543,875.20   sFT  1.00001925   -0 12 41.6
 JZ3498;UTM  16      - 4,328,452.532   708,457.038   MT  1.00013509   +1 31 11.2
 JZ3498
 JZ3498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3498!SPC OH S     -   0.99998220  x   0.99994991  =   0.99993211
 JZ3498!SPC KY1Z     -   0.99998220  x   1.00012601  =   1.00010821
 JZ3498!SPC KY N     -   0.99998220  x   1.00001925  =   1.00000145
 JZ3498!UTM  16      -   0.99998220  x   1.00013509  =   1.00011729
 JZ3498
 JZ3498                          SUPERSEDED SURVEY CONTROL
 JZ3498
 JZ3498  ELLIP H (04/01/98)  113.53   (m)                       GP(       ) 4 1
 JZ3498  NAD 83(1995)-  39 04 49.09631(N)    084 35 24.24609(W) AD(       ) 1
 JZ3498  NAD 83(1986)-  39 04 49.09425(N)    084 35 24.24939(W) AD(       ) 1
 JZ3498  NGVD 29 (06/03/91)  147.876  (m)          485.16   (f) ADJUSTED    2 2
 JZ3498
 JZ3498.Superseded values are not recommended for survey control.
 JZ3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3498.See file dsdata.txt to determine how the superseded data were derived.
 JZ3498
 JZ3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0845728453(NAD 83)
 JZ3498_MARKER: DE = TRAVERSE STATION DISK
 JZ3498_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3498_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3498_STAMPING: 6901 89
 JZ3498_MARK LOGO: OH1610
 JZ3498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3498+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1990
 JZ3498
 JZ3498  HISTORY     - Date     Condition        Report By
 JZ3498  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3498  HISTORY     - 19900921 GOOD             WOOLPT
 JZ3498  HISTORY     - 20060601 POOR             GEOCAC
 JZ3498
 JZ3498                          STATION DESCRIPTION
 JZ3498
 JZ3498'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3498'STATION IS LOCATED AT RIVERSIDE PARK ON RIVER ROAD IN CINCINNATI,
 JZ3498'OHIO.
 JZ3498'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN IN DOWNTOWN
 JZ3498'CINCINNATI, GO NORTH ONE BLOCK TO SIXTH STREET, GO WEST ON SIXTH (AND
 JZ3498'SIXTH STREET EXPRESSWAY) 1.90 MI (3.06 KM) TO RIVER ROAD EXIT, GO
 JZ3498'2.20 MI (3.54 KM) TO THE ENTRANCE DRIVE (IDAHO STREET) TO THE PARK ON
 JZ3498'THE LEFT, GO TO THE WEST END OF THE PARK TO THE PARKING LOT USED FOR
 JZ3498'THE BALLFIELDS.
 JZ3498'STATION IS APPROXIMATELY 200 FT (61.0 M) WEST OF THE WEST EDGE OF THE
 JZ3498'PARKING LOT.
 JZ3498'STATION IS SET FLUSH WITH THE GROUND AND IS 52.13 FT (15.89 M) SOUTH
 JZ3498'OF THE SOUTH RAIL OF THE SOUTH SET OF RAILROAD TRACKS, 29.49 FT
 JZ3498'(8.99 M) WEST OF A LIGHT POLE AND 82.23 FT (25.06 M) EAST OF A LIGHT
 JZ3498'POLE. STATION IS APPROXIMATELY 150 FT (45.7 M) WEST OF THE BACKSTOP
 JZ3498'OF BALLFIELD NO. 1.
 JZ3498
 JZ3498                          STATION RECOVERY (2006)
 JZ3498
 JZ3498'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3498'DAMAGED MONUMENT FOUND WITH CENTER HOLE, AND METAL ROD NEXT TO
 JZ3498'CONCRETE MONUMENT. DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3497 ***********************************************************************
 JZ3497  DESIGNATION -  6902
 JZ3497  PID         -  JZ3497
 JZ3497  STATE/COUNTY-  OH/HAMILTON
 JZ3497  USGS QUAD   -  COVINGTON (1987)
 JZ3497
 JZ3497                         *CURRENT SURVEY CONTROL
 JZ3497  ___________________________________________________________________
 JZ3497* NAD 83(1986)-  39 04 46.     (N)    084 35 34.     (W)     SCALED    
 JZ3497* NAVD 88     -       146.293  (meters)     479.96   (feet)  ADJUSTED  
 JZ3497  ___________________________________________________________________
 JZ3497  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3497  DYNAMIC HT  -         146.201 (meters)     479.66  (feet)  COMP
 JZ3497  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 JZ3497
 JZ3497  VERT ORDER  -  SECOND    CLASS II
 JZ3497
 JZ3497.The horizontal coordinates were scaled from a topographic map and have
 JZ3497.an estimated accuracy of +/- 6 seconds.
 JZ3497
 JZ3497.The orthometric height was determined by differential leveling
 JZ3497.and adjusted by the National Geodetic Survey in March 1993..
 JZ3497
 JZ3497.The geoid height was determined by GEOID03.
 JZ3497
 JZ3497.The dynamic height is computed by dividing the NAVD 88
 JZ3497.geopotential number by the normal gravity value computed on the
 JZ3497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3497.degrees latitude (g = 980.6199 gals.).
 JZ3497
 JZ3497.The modeled gravity was interpolated from observed gravity values.
 JZ3497
 JZ3497;                    North         East    Units  Estimated Accuracy
 JZ3497;SPC OH S     -   121,930.      418,940.      MT  (+/- 180 meters Scaled)
 JZ3497
 JZ3497                          SUPERSEDED SURVEY CONTROL
 JZ3497
 JZ3497  NGVD 29 (06/03/91)  146.458  (m)          480.50   (f) ADJUSTED    2 2
 JZ3497
 JZ3497.Superseded values are not recommended for survey control.
 JZ3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3497.See file dsdata.txt to determine how the superseded data were derived.
 JZ3497
 JZ3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ082283(NAD 83)
 JZ3497_MARKER: DE = TRAVERSE STATION DISK
 JZ3497_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3497_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3497_STAMPING: 6902
 JZ3497_MARK LOGO: OH1610
 JZ3497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3497
 JZ3497  HISTORY     - Date     Condition        Report By
 JZ3497  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3497  HISTORY     - 19900921 GOOD             WOOLPT
 JZ3497  HISTORY     - 20060418 GOOD             GEOCAC
 JZ3497  HISTORY     - 20060601 GOOD             GEOCAC
 JZ3497
 JZ3497                          STATION DESCRIPTION
 JZ3497
 JZ3497'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3497'STATION IS LOCATED AT RIVERSIDE PARK ON RIVER ROAD IN CINCINNATI,
 JZ3497'OHIO.
 JZ3497'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN IN DOWNTOWN
 JZ3497'CINCINNATI, GO NORTH ONE BLOCK TO SIXTH STREET, GO WEST ON SIXTH (AND
 JZ3497'SIXTH STREET EXPRESSWAY) 1.90 MI (3.06 KM) TO RIVER ROAD EXIT, GO
 JZ3497'2.20 MI (3.54 KM) TO THE ENTRANCE DRIVE (IDAHO STREET) TO THE PARK ON
 JZ3497'THE LEFT, GO TO THE WEST END OF THE PARK TO THE PARKING LOT USED FOR
 JZ3497'THE BALLFIELDS. STATION IS AT THE FAR WEST END OF THE PARK IN THE
 JZ3497'WESTERNMOST BALLFIELD (BALLFIELD 3). THE MARK IS 234.35 FT (71.43 M)
 JZ3497'SOUTH OF THE SOUTHERNMOST RAIL OF THE RAILROAD TRACKS, 281.03 FT
 JZ3497'(85.66 M) SOUTHWEST OF A LIGHTPOLE, 339.7 FT (103.5 M) WESTERLY OF A
 JZ3497'LIGHTPOLE.  THE MARK IS ON THE WEST WALL LINE PRODUCED SOUTH OF A
 JZ3497'HOUSE AT 3646 RIVER ROAD.
 JZ3497
 JZ3497                          STATION RECOVERY (2006)
 JZ3497
 JZ3497'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3497'RECOVERED IN GOOD CONDITION.
 JZ3497
 JZ3497                          STATION RECOVERY (2006)
 JZ3497
 JZ3497'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3497'MARK FOUND IN GOOD CONDTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3495 ***********************************************************************
 JZ3495  DESIGNATION -  6903
 JZ3495  PID         -  JZ3495
 JZ3495  STATE/COUNTY-  OH/HAMILTON
 JZ3495  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3495
 JZ3495                         *CURRENT SURVEY CONTROL
 JZ3495  ___________________________________________________________________
 JZ3495* NAD 83(1995)-  39 08 00.08605(N)    084 36 38.77422(W)     ADJUSTED  
 JZ3495* NAVD 88     -       269.760  (meters)     885.04   (feet)  ADJUSTED  
 JZ3495  ___________________________________________________________________
 JZ3495  X           -     465,302.324 (meters)                     COMP
 JZ3495  Y           -  -4,932,280.467 (meters)                     COMP
 JZ3495  Z           -   4,003,960.459 (meters)                     COMP
 JZ3495  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 JZ3495  ELLIP HEIGHT-         235.66  (meters)          (10/07/05) GPS OBS
 JZ3495  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3495  DYNAMIC HT  -         269.589 (meters)     884.48  (feet)  COMP
 JZ3495  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 JZ3495
 JZ3495  HORZ ORDER  -  FIRST
 JZ3495  VERT ORDER  -  SECOND    CLASS II
 JZ3495  ELLP ORDER  -  FOURTH    CLASS I
 JZ3495
 JZ3495.The horizontal coordinates were established by GPS observations
 JZ3495.and adjusted by the National Geodetic Survey in April 1998..
 JZ3495
 JZ3495.The orthometric height was determined by differential leveling
 JZ3495.and adjusted by the National Geodetic Survey in March 1993..
 JZ3495
 JZ3495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3495
 JZ3495.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3495
 JZ3495.The ellipsoidal height was determined by GPS observations
 JZ3495.and is referenced to NAD 83.
 JZ3495
 JZ3495.The geoid height was determined by GEOID03.
 JZ3495
 JZ3495.The dynamic height is computed by dividing the NAVD 88
 JZ3495.geopotential number by the normal gravity value computed on the
 JZ3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3495.degrees latitude (g = 980.6199 gals.).
 JZ3495
 JZ3495.The modeled gravity was interpolated from observed gravity values.
 JZ3495
 JZ3495;                    North         East     Units Scale Factor Converg.
 JZ3495;SPC OH S     -   127,950.388   417,521.837   MT  0.99994545   -1 20 21.6
 JZ3495;SPC KY1Z     - 1,311,382.312 1,598,513.759   MT  1.00014599   +0 41 58.0
 JZ3495;SPC KY1Z     - 4,302,426.80  5,244,457.22   sFT  1.00014599   +0 41 58.0
 JZ3495;SPC KY N     -   181,367.672   468,805.646   MT  1.00002959   -0 13 27.9
 JZ3495;SPC KY N     -   595,037.10  1,538,073.19   sFT  1.00002959   -0 13 27.9
 JZ3495;UTM  16      - 4,334,293.897   706,510.944   MT  1.00012514   +1 30 30.4
 JZ3495
 JZ3495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3495!SPC OH S     -   0.99996303  x   0.99994545  =   0.99990848
 JZ3495!SPC KY1Z     -   0.99996303  x   1.00014599  =   1.00010901
 JZ3495!SPC KY N     -   0.99996303  x   1.00002959  =   0.99999262
 JZ3495!UTM  16      -   0.99996303  x   1.00012514  =   1.00008816
 JZ3495
 JZ3495|---------------------------------------------------------------------|
 JZ3495| PID    Reference Object                     Distance      Geod. Az  |
 JZ3495|                                                           dddmmss.s |
 JZ3495| JZ3520 6904                                360.027 METERS 03435     |
 JZ3495|---------------------------------------------------------------------|
 JZ3495
 JZ3495                          SUPERSEDED SURVEY CONTROL
 JZ3495
 JZ3495  ELLIP H (04/01/98)  235.71   (m)                       GP(       ) 4 1
 JZ3495  NAD 83(1995)-  39 08 00.09258(N)    084 36 38.78139(W) AD(       ) 1
 JZ3495  NAD 83(1986)-  39 08 00.09055(N)    084 36 38.78469(W) AD(       ) 1
 JZ3495  NGVD 29 (08/25/92)  269.941  (m)          885.63   (f) ADJUSTED    2 2
 JZ3495
 JZ3495.Superseded values are not recommended for survey control.
 JZ3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3495.See file dsdata.txt to determine how the superseded data were derived.
 JZ3495
 JZ3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0651134294(NAD 83)
 JZ3495_MARKER: DE = TRAVERSE STATION DISK
 JZ3495_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3495_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3495_STAMPING: 6903 89
 JZ3495_MARK LOGO: OH1610
 JZ3495_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3495+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1991
 JZ3495
 JZ3495  HISTORY     - Date     Condition        Report By
 JZ3495  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3495  HISTORY     - 19900921 GOOD             WOOLPT
 JZ3495  HISTORY     - 19911122 GOOD             WOOLPT
 JZ3495  HISTORY     - 20040124 POOR             GEOCAC
 JZ3495
 JZ3495                          STATION DESCRIPTION
 JZ3495
 JZ3495'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3495'STATION IS LOCATED AT OSKAMP PARK ON GLENWAY AVENUE IN CINCINNATI,
 JZ3495'OHIO.
 JZ3495'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3495'DOWNTOWN CINCINNATI, GO NORTH ONE BLOCK TO SIXTH STREET, GO WEST ON
 JZ3495'SIXTH STREET (AND SIXTH STREET EXPRESSWAY) 1.90 MI (3.06 KM) TO S.R.
 JZ3495'264 (ALSO WARSAW AVENUE), GO NORTHWESTERLY 3.80 MI (6.12 KM) (WARSAW
 JZ3495'AVENUE BECOMES GLENWAY AVENUE) TO THE BALLPARK ENTRANCE ON THE RIGHT.
 JZ3495'STATION IS SET FLUSH WITH THE GROUND AND IS 10.52 FT (3.21 M) EAST OF
 JZ3495'THE EAST CURB OF GLENWAY AVENUE, 27.80 FT (8.47 M) SOUTH OF THE SOUTH
 JZ3495'CURBLINE (EXTENDED) OF BRATER AVENUE AND 15.60 FT (4.75 M) NORTH FROM
 JZ3495'THE NORTH FACE OF THE ENDPOST ON THE BACKSTOP FOR THE BALLFIELD.
 JZ3495
 JZ3495                          STATION RECOVERY (1991)
 JZ3495
 JZ3495'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3495'RECOVERED IN GOOD CONDITION.
 JZ3495
 JZ3495                          STATION RECOVERY (2004)
 JZ3495
 JZ3495'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ3495'N 39  08.001 W 084  36.646
 JZ3495'DISK APPEARS TO BE MISSING.  CONCRETE BASE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3520 ***********************************************************************
 JZ3520  DESIGNATION -  6904
 JZ3520  PID         -  JZ3520
 JZ3520  STATE/COUNTY-  OH/HAMILTON
 JZ3520  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3520
 JZ3520                         *CURRENT SURVEY CONTROL
 JZ3520  ___________________________________________________________________
 JZ3520* NAD 83(1995)-  39 08 09.69836(N)    084 36 30.26664(W)     ADJUSTED  
 JZ3520* NAVD 88     -       274.530  (meters)     900.69   (feet)  ADJUSTED  
 JZ3520  ___________________________________________________________________
 JZ3520  X           -     465,488.528 (meters)                     COMP
 JZ3520  Y           -  -4,932,078.694 (meters)                     COMP
 JZ3520  Z           -   4,004,193.413 (meters)                     COMP
 JZ3520  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 JZ3520  ELLIP HEIGHT-         240.44  (meters)          (10/07/05) GPS OBS
 JZ3520  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3520  DYNAMIC HT  -         274.357 (meters)     900.12  (feet)  COMP
 JZ3520  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JZ3520
 JZ3520  HORZ ORDER  -  FIRST
 JZ3520  VERT ORDER  -  SECOND    CLASS II
 JZ3520  ELLP ORDER  -  FOURTH    CLASS I
 JZ3520
 JZ3520.The horizontal coordinates were established by GPS observations
 JZ3520.and adjusted by the National Geodetic Survey in April 1998..
 JZ3520
 JZ3520.The orthometric height was determined by differential leveling
 JZ3520.and adjusted by the National Geodetic Survey in March 1993..
 JZ3520
 JZ3520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3520
 JZ3520.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3520
 JZ3520.The ellipsoidal height was determined by GPS observations
 JZ3520.and is referenced to NAD 83.
 JZ3520
 JZ3520.The geoid height was determined by GEOID03.
 JZ3520
 JZ3520.The dynamic height is computed by dividing the NAVD 88
 JZ3520.geopotential number by the normal gravity value computed on the
 JZ3520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3520.degrees latitude (g = 980.6199 gals.).
 JZ3520
 JZ3520.The modeled gravity was interpolated from observed gravity values.
 JZ3520
 JZ3520;                    North         East     Units Scale Factor Converg.
 JZ3520;SPC OH S     -   128,241.946   417,733.023   MT  0.99994525   -1 20 16.2
 JZ3520;SPC KY1Z     - 1,311,681.258 1,598,714.479   MT  1.00014702   +0 42 03.2
 JZ3520;SPC KY1Z     - 4,303,407.59  5,245,115.75   sFT  1.00014702   +0 42 03.2
 JZ3520;SPC KY N     -   181,663.308   469,011.136   MT  1.00003014   -0 13 22.6
 JZ3520;SPC KY N     -   596,007.04  1,538,747.37   sFT  1.00003014   -0 13 22.6
 JZ3520;UTM  16      - 4,334,595.642   706,707.419   MT  1.00012614   +1 30 36.1
 JZ3520
 JZ3520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3520!SPC OH S     -   0.99996228  x   0.99994525  =   0.99990753
 JZ3520!SPC KY1Z     -   0.99996228  x   1.00014702  =   1.00010929
 JZ3520!SPC KY N     -   0.99996228  x   1.00003014  =   0.99999242
 JZ3520!UTM  16      -   0.99996228  x   1.00012614  =   1.00008841
 JZ3520
 JZ3520|---------------------------------------------------------------------|
 JZ3520| PID    Reference Object                     Distance      Geod. Az  |
 JZ3520|                                                           dddmmss.s |
 JZ3520| JZ3495 6903                                360.027 METERS 21435     |
 JZ3520|---------------------------------------------------------------------|
 JZ3520
 JZ3520                          SUPERSEDED SURVEY CONTROL
 JZ3520
 JZ3520  ELLIP H (04/01/98)  240.49   (m)                       GP(       ) 4 1
 JZ3520  NAD 83(1995)-  39 08 09.70489(N)    084 36 30.27381(W) AD(       ) 1
 JZ3520  NAD 83(1986)-  39 08 09.70285(N)    084 36 30.27711(W) AD(       ) 1
 JZ3520  NGVD 29 (08/25/92)  274.711  (m)          901.28   (f) ADJUSTED    2 2
 JZ3520
 JZ3520.Superseded values are not recommended for survey control.
 JZ3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3520.See file dsdata.txt to determine how the superseded data were derived.
 JZ3520
 JZ3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0670734596(NAD 83)
 JZ3520_MARKER: DE = TRAVERSE STATION DISK
 JZ3520_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3520_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3520_STAMPING: 6904 89
 JZ3520_MARK LOGO: OH1610
 JZ3520_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3520+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1991
 JZ3520
 JZ3520  HISTORY     - Date     Condition        Report By
 JZ3520  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3520  HISTORY     - 19911122 GOOD             WOOLPT
 JZ3520  HISTORY     - 20040124 POOR             GEOCAC
 JZ3520
 JZ3520                          STATION DESCRIPTION
 JZ3520
 JZ3520'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3520'STATION IS LOCATED AT OSKAMP PARK ON GLENWAY AVENUE IN CINCINNATI,
 JZ3520'OHIO. TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3520'DOWNTOWN CINCINNATI GO NORTH ONE BLOCK TO SIXTH STREET, GO WEST ON
 JZ3520'SIXTH STREET (AND SIXTH STREET EXPRESSWAY) 1.90 MI (3.06 KM) TO S.R.
 JZ3520'264 (ALSO WARSAW AVENUE), GO NORTHWESTERLY 3.90 MI (6.28 KM) (WARSAW
 JZ3520'AVENUE BECOMES GLENWAY AVENUE) TO MIDWAY AVENUE, GO NORTHEAST 1100 FT
 JZ3520'(335.3 M) TO THE STATION ON THE RIGHT. STATION IS SET FLUSH WITH THE
 JZ3520'GROUND AND IS 23.00 FT (7.01 M) SOUTH OF THE SOUTH CURB LINE OF
 JZ3520'MIDWAY AVENUE, 30.50 FT (9.30 M) SOUTHWEST OF A LIGHT POLE NO. RT,
 JZ3520'AND 2.70 FT (0.82 M) EAST OF THE WEST EDGE EXTENDED OF THE MIDWAY
 JZ3520'SCHOOL SIGN WHICH IS LOCATED ON THE NORTH SIDE OF MIDWAY AVENUE.
 JZ3520
 JZ3520                          STATION RECOVERY (1991)
 JZ3520
 JZ3520'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3520'STATION 6904 IS LOCATED IN OSKAMP PARK ON MIDWAY AVENUE, IN THE
 JZ3520'SUBURB OF WESTWOOD, IN CINCINNATI OHIO.  THE STATION IS MORE
 JZ3520'PARTICULARLY DESCRIBED AS BEING 23.00 FT SOUTH OF THE SOUTH CURB OF
 JZ3520'SAID MIDWAY AVENUE, 30.50 FT SOUTHWEST OF A LIGHT POLE AND 2.7 FT
 JZ3520'EAST OF THE WEST EDGE PRODUCED SOUTH OF THE MIDWAY SCHOOL SIGN THAT
 JZ3520'IS LOCATED ON THE NORTH SIDE OF SAID MIDWAY AVENUE.
 JZ3520
 JZ3520                          STATION RECOVERY (2004)
 JZ3520
 JZ3520'RECOVERY NOTE BY GEOCACHING 2004
 JZ3520'N 39  08.163 W 084  36.506 WGS-84
 JZ3520'THE DISK IS MISSING BUT THE CONCRETE BASE IS STILL THERE AND INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3478 ***********************************************************************
 JZ3478  DESIGNATION -  6905
 JZ3478  PID         -  JZ3478
 JZ3478  STATE/COUNTY-  OH/HAMILTON
 JZ3478  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3478
 JZ3478                         *CURRENT SURVEY CONTROL
 JZ3478  ___________________________________________________________________
 JZ3478* NAD 83(1995)-  39 11 17.51536(N)    084 34 15.51430(W)     ADJUSTED  
 JZ3478* NAVD 88     -       271.836  (meters)     891.85   (feet)  ADJUSTED  
 JZ3478  ___________________________________________________________________
 JZ3478  X           -     468,364.266 (meters)                     COMP
 JZ3478  Y           -  -4,928,130.001 (meters)                     COMP
 JZ3478  Z           -   4,008,682.783 (meters)                     COMP
 JZ3478  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 JZ3478  ELLIP HEIGHT-         237.76  (meters)          (10/07/05) GPS OBS
 JZ3478  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ3478  DYNAMIC HT  -         271.668 (meters)     891.30  (feet)  COMP
 JZ3478  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 JZ3478
 JZ3478  HORZ ORDER  -  FIRST
 JZ3478  VERT ORDER  -  SECOND    CLASS II
 JZ3478  ELLP ORDER  -  FOURTH    CLASS I
 JZ3478
 JZ3478.The horizontal coordinates were established by GPS observations
 JZ3478.and adjusted by the National Geodetic Survey in April 1998..
 JZ3478
 JZ3478.The orthometric height was determined by differential leveling
 JZ3478.and adjusted by the National Geodetic Survey in March 1993..
 JZ3478
 JZ3478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3478
 JZ3478.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3478
 JZ3478.The ellipsoidal height was determined by GPS observations
 JZ3478.and is referenced to NAD 83.
 JZ3478
 JZ3478.The geoid height was determined by GEOID03.
 JZ3478
 JZ3478.The dynamic height is computed by dividing the NAVD 88
 JZ3478.geopotential number by the normal gravity value computed on the
 JZ3478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3478.degrees latitude (g = 980.6199 gals.).
 JZ3478
 JZ3478.The modeled gravity was interpolated from observed gravity values.
 JZ3478
 JZ3478;                    North         East     Units Scale Factor Converg.
 JZ3478;SPC OH S     -   133,957.204   421,101.112   MT  0.99994174   -1 18 50.7
 JZ3478;UTM  16      - 4,340,472.344   709,787.897   MT  1.00014193   +1 32 07.4
 JZ3478
 JZ3478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3478!SPC OH S     -   0.99996270  x   0.99994174  =   0.99990444
 JZ3478!UTM  16      -   0.99996270  x   1.00014193  =   1.00010462
 JZ3478
 JZ3478                          SUPERSEDED SURVEY CONTROL
 JZ3478
 JZ3478  ELLIP H (04/01/98)  237.81   (m)                       GP(       ) 4 1
 JZ3478  NAD 83(1995)-  39 11 17.52160(N)    084 34 15.52167(W) AD(       ) 1
 JZ3478  NAD 83(1986)-  39 11 17.51958(N)    084 34 15.52483(W) AD(       ) 1
 JZ3478  NGVD 29 (06/03/91)  272.006  (m)          892.41   (f) ADJUSTED    2 2
 JZ3478
 JZ3478.Superseded values are not recommended for survey control.
 JZ3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3478.See file dsdata.txt to determine how the superseded data were derived.
 JZ3478
 JZ3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0978840472(NAD 83)
 JZ3478_MARKER: DE = TRAVERSE STATION DISK
 JZ3478_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3478_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3478_STAMPING: 6905 89
 JZ3478_MARK LOGO: OH1610
 JZ3478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3478+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1990
 JZ3478
 JZ3478  HISTORY     - Date     Condition        Report By
 JZ3478  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3478  HISTORY     - 19900422 GOOD             WOOLPT
 JZ3478
 JZ3478                          STATION DESCRIPTION
 JZ3478
 JZ3478'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3478'STATION AT MT. AIRY BALLFIELD AT COLERAIN AVENUE AND SHEPERD CREEK
 JZ3478'ROAD IN CINCINNATI, OHIO.
 JZ3478'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3478'DOWNTOWN CINCINNATI, GO NORTH 0.40 MI (0.64 KM) TO CENTRAL PARKWAY, GO
 JZ3478'WEST AND NORTH 3.80 MI (6.12 KM) TO WHERE CENTRAL PARKWAY BECOMES
 JZ3478'LUDLOW AVENUE, CONTINUE ON LUDLOW 0.10 MI (0.16 KM) TO WHERE LUDLOW
 JZ3478'AVENUE BECOMES HAMILTON AVENUE, CONTINUE NORTHERLY 3.00 MI (4.83 KM)
 JZ3478'TO NORTH BEND ROAD, GO SOUTHWESTERLY 1.50 MI (2.41 KM) TO COLERAIN
 JZ3478'AVENUE, GO SOUTH 0.20 MI (0.32 KM) TO SHEPERD CREEK ROAD, GO
 JZ3478'SOUTHWEST 0.10 MI (0.16 KM) TO THE BALLFIELD ON THE RIGHT.
 JZ3478'STATION IS SET FLUSH WITH THE GROUND AND IS 196.90 FT (60.02 M)
 JZ3478'NORTHEAST FROM THE NORTHWEST CORNER OF THE BALLFIELD PARKING LOT,
 JZ3478'195.52 FT (59.59 M) NORTHWEST FROM THE NORTHEAST CORNER OF THE
 JZ3478'BALLFIELD PARKING LOT AND 13.0 FT (4.0 M) WEST OF THE WEST EDGE
 JZ3478'EXTENDED OF AN APARTMENT BUILDING LOCATED AT 2665 NORTH BEND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3510 ***********************************************************************
 JZ3510  DESIGNATION -  6907
 JZ3510  PID         -  JZ3510
 JZ3510  STATE/COUNTY-  OH/HAMILTON
 JZ3510  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3510
 JZ3510                         *CURRENT SURVEY CONTROL
 JZ3510  ___________________________________________________________________
 JZ3510* NAD 83(1995)-  39 09 17.15920(N)    084 31 59.86689(W)     ADJUSTED  
 JZ3510* NAVD 88     -       225.8    (meters)     741.     (feet)  VERTCON   
 JZ3510  ___________________________________________________________________
 JZ3510  X           -     471,825.034 (meters)                     COMP
 JZ3510  Y           -  -4,930,119.166 (meters)                     COMP
 JZ3510  Z           -   4,005,776.102 (meters)                     COMP
 JZ3510  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 JZ3510  ELLIP HEIGHT-         191.65  (meters)          (10/07/05) GPS OBS
 JZ3510  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3510
 JZ3510  HORZ ORDER  -  FIRST
 JZ3510  ELLP ORDER  -  FOURTH    CLASS I
 JZ3510
 JZ3510.The horizontal coordinates were established by GPS observations
 JZ3510.and adjusted by the National Geodetic Survey in April 1998..
 JZ3510
 JZ3510.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3510
 JZ3510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3510
 JZ3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3510
 JZ3510.The ellipsoidal height was determined by GPS observations
 JZ3510.and is referenced to NAD 83.
 JZ3510
 JZ3510.The geoid height was determined by GEOID03.
 JZ3510
 JZ3510;                    North         East     Units Scale Factor Converg.
 JZ3510;SPC OH S     -   130,172.776   424,271.921   MT  0.99994389   -1 17 24.6
 JZ3510;SPC KY1Z     - 1,313,843.844 1,605,181.911   MT  1.00015430   +0 44 49.2
 JZ3510;SPC KY1Z     - 4,310,502.68  5,266,334.32   sFT  1.00015430   +0 44 49.2
 JZ3510;SPC KY N     -   183,721.127   475,511.813   MT  1.00003401   -0 10 34.4
 JZ3510;SPC KY N     -   602,758.40  1,560,075.01   sFT  1.00003401   -0 10 34.4
 JZ3510;UTM  16      - 4,336,849.435   713,143.577   MT  1.00015942   +1 33 29.2
 JZ3510
 JZ3510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3510!SPC OH S     -   0.99996993  x   0.99994389  =   0.99991382
 JZ3510!SPC KY1Z     -   0.99996993  x   1.00015430  =   1.00012423
 JZ3510!SPC KY N     -   0.99996993  x   1.00003401  =   1.00000394
 JZ3510!UTM  16      -   0.99996993  x   1.00015942  =   1.00012935
 JZ3510
 JZ3510|---------------------------------------------------------------------|
 JZ3510| PID    Reference Object                     Distance      Geod. Az  |
 JZ3510|                                                           dddmmss.s |
 JZ3510| JZ3194 STORM                                11.953 METERS 08641     |
 JZ3510|---------------------------------------------------------------------|
 JZ3510
 JZ3510                          SUPERSEDED SURVEY CONTROL
 JZ3510
 JZ3510  ELLIP H (04/01/98)  191.70   (m)                       GP(       ) 4 1
 JZ3510  NAD 83(1995)-  39 09 17.16547(N)    084 31 59.87422(W) AD(       ) 1
 JZ3510  NAD 83(1986)-  39 09 17.16372(N)    084 31 59.87757(W) AD(       ) 1
 JZ3510  NGVD 29 (05/06/92)  226.0    (m)          741.     (f) GPS OBS        
 JZ3510
 JZ3510.Superseded values are not recommended for survey control.
 JZ3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3510.See file dsdata.txt to determine how the superseded data were derived.
 JZ3510
 JZ3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1314436849(NAD 83)
 JZ3510_MARKER: DE = TRAVERSE STATION DISK
 JZ3510_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3510_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3510_STAMPING: 6907 89
 JZ3510_MARK LOGO: OH1610
 JZ3510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3510+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1990
 JZ3510
 JZ3510  HISTORY     - Date     Condition        Report By
 JZ3510  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3510  HISTORY     - 19900307 GOOD
 JZ3510  HISTORY     - 20050609 GOOD             GEOCAC
 JZ3510
 JZ3510                          STATION DESCRIPTION
 JZ3510
 JZ3510'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3510'STATION IS LOCATED AT MT. STORM PARK IN CINCINNATI, OHIO. TO REACH
 JZ3510'FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3510'CINCINNATI GO NORTH 0.40 MI (0.64 KM) TO CENTRAL PARKWAY, GO WEST AND
 JZ3510'NORTH ON CENTRAL PARKWAY 3.20 MI (5.15 KM) TO CLIFTON HILLS DRIVE, GO
 JZ3510'EAST 0.20 MI (0.32 KM) TO LUDLOW AVENUE, GO NORTHWEST 0.1 MI
 JZ3510'(0.2 KM) TO LAFAYETTE AVENUE, GO 0.50 MI (0.80 KM) NORTHERLY TO A
 JZ3510'PARK DRIVEWAY ON THE LEFT, FOLLOW DRIVEWAY WESTERLY TO END. STATION
 JZ3510'IS SET FLUSH WITH THE GROUND AND IS 56.70 FT (17.28 M) SOUTHWEST FROM
 JZ3510'THE NORTHWEST CORNER OF THE SHELTER BUILDING AND 70.45 FT (21.47 M)
 JZ3510'NORTHWEST FROM THE SOUTHWEST CORNER OF THE SHELTER BUILDING.
 JZ3510
 JZ3510                          STATION RECOVERY (1990)
 JZ3510
 JZ3510'RECOVERED 1990
 JZ3510'RECOVERED IN GOOD CONDITION.
 JZ3510
 JZ3510                          STATION RECOVERY (2005)
 JZ3510
 JZ3510'RECOVERY NOTE BY GEOCACHING 2005 (RLW)
 JZ3510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3466 ***********************************************************************
 JZ3466  DESIGNATION -  6909
 JZ3466  PID         -  JZ3466
 JZ3466  STATE/COUNTY-  OH/HAMILTON
 JZ3466  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3466
 JZ3466                         *CURRENT SURVEY CONTROL
 JZ3466  ___________________________________________________________________
 JZ3466* NAD 83(1995)-  39 08 31.28547(N)    084 29 17.57801(W)     ADJUSTED  
 JZ3466* NAVD 88     -       216.387  (meters)     709.93   (feet)  ADJUSTED  
 JZ3466  ___________________________________________________________________
 JZ3466  X           -     475,788.988 (meters)                     COMP
 JZ3466  Y           -  -4,930,628.192 (meters)                     COMP
 JZ3466  Z           -   4,004,673.050 (meters)                     COMP
 JZ3466  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 JZ3466  ELLIP HEIGHT-         182.27  (meters)          (10/07/05) GPS OBS
 JZ3466  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3466  DYNAMIC HT  -         216.251 (meters)     709.48  (feet)  COMP
 JZ3466  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 JZ3466
 JZ3466  HORZ ORDER  -  FIRST
 JZ3466  VERT ORDER  -  SECOND    CLASS II
 JZ3466  ELLP ORDER  -  FOURTH    CLASS I
 JZ3466
 JZ3466.The horizontal coordinates were established by GPS observations
 JZ3466.and adjusted by the National Geodetic Survey in April 1998..
 JZ3466
 JZ3466.The orthometric height was determined by differential leveling
 JZ3466.and adjusted by the National Geodetic Survey in March 1993..
 JZ3466
 JZ3466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3466
 JZ3466.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3466
 JZ3466.The ellipsoidal height was determined by GPS observations
 JZ3466.and is referenced to NAD 83.
 JZ3466
 JZ3466.The geoid height was determined by GEOID03.
 JZ3466
 JZ3466.The dynamic height is computed by dividing the NAVD 88
 JZ3466.geopotential number by the normal gravity value computed on the
 JZ3466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3466.degrees latitude (g = 980.6199 gals.).
 JZ3466
 JZ3466.The modeled gravity was interpolated from observed gravity values.
 JZ3466
 JZ3466;                    North         East     Units Scale Factor Converg.
 JZ3466;SPC OH S     -   128,671.766   428,136.210   MT  0.99994481   -1 15 41.6
 JZ3466;SPC KY1Z     - 1,312,480.836 1,609,097.916   MT  1.00014933   +0 46 28.9
 JZ3466;SPC KY1Z     - 4,306,030.88  5,279,182.08   sFT  1.00014933   +0 46 28.9
 JZ3466;SPC KY N     -   182,295.380   479,404.889   MT  1.00003136   -0 08 53.5
 JZ3466;SPC KY N     -   598,080.76  1,572,847.54   sFT  1.00003136   -0 08 53.5
 JZ3466;UTM  16      - 4,335,541.987   717,078.560   MT  1.00018027   +1 35 10.2
 JZ3466
 JZ3466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3466!SPC OH S     -   0.99997140  x   0.99994481  =   0.99991622
 JZ3466!SPC KY1Z     -   0.99997140  x   1.00014933  =   1.00012073
 JZ3466!SPC KY N     -   0.99997140  x   1.00003136  =   1.00000276
 JZ3466!UTM  16      -   0.99997140  x   1.00018027  =   1.00015167
 JZ3466
 JZ3466                          SUPERSEDED SURVEY CONTROL
 JZ3466
 JZ3466  ELLIP H (04/01/98)  182.32   (m)                       GP(       ) 4 1
 JZ3466  NAD 83(1995)-  39 08 31.29177(N)    084 29 17.58552(W) AD(       ) 1
 JZ3466  NAD 83(1986)-  39 08 31.28964(N)    084 29 17.58880(W) AD(       ) 1
 JZ3466  NGVD 29 (08/25/92)  216.571  (m)          710.53   (f) ADJUSTED    2 2
 JZ3466
 JZ3466.Superseded values are not recommended for survey control.
 JZ3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3466.See file dsdata.txt to determine how the superseded data were derived.
 JZ3466
 JZ3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1707935542(NAD 83)
 JZ3466_MARKER: DE = TRAVERSE STATION DISK
 JZ3466_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3466_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3466_STAMPING: 6909 89
 JZ3466_MARK LOGO: OH1610
 JZ3466_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3466+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1991
 JZ3466
 JZ3466  HISTORY     - Date     Condition        Report By
 JZ3466  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3466  HISTORY     - 19900420 GOOD             WOOLPT
 JZ3466  HISTORY     - 19911124 GOOD             WOOLPT
 JZ3466
 JZ3466                          STATION DESCRIPTION
 JZ3466
 JZ3466'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3466'STATION IS LOCATED AT AVONDALE COMMUNITY CENTER ON CLEVELAND AVENUE IN
 JZ3466'CINCINNATI, OHIO.
 JZ3466'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3466'DOWNTOWN CINCINNATI, GO NORTH 0.40 MI (0.64 KM) ON MAIN TO CENTRAL
 JZ3466'PARKWAY, GO EAST AND NORTHEAST 2.60 MI (4.18 KM) (CENTRAL PARKWAY
 JZ3466'BECOMES READING ROAD) TO CLEVELAND AVENUE, GO EAST 0.20 MI (0.32 KM)
 JZ3466'TO THE STATION AT THE TENNIS COURTS ON THE RIGHT.
 JZ3466'STATION IS SET FLUSH WITH THE GROUND AND IS 27.62 FT (8.42 M) SOUTH OF
 JZ3466'THE SOUTH CURB OF CLEVELAND AVENUE, 41.09 FT (12.52 M) SOUTHEAST OF
 JZ3466'THE END POST OF A CHAINLINK FENCE AND 58.30 FT (17.77 M) NORTHEAST
 JZ3466'OF THE NORTHEAST CORNER OF A CHAINLINK FENCE BORDERING THE TENNIS
 JZ3466'COURTS.
 JZ3466
 JZ3466                          STATION RECOVERY (1991)
 JZ3466
 JZ3466'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3571 ***********************************************************************
 JZ3571  DESIGNATION -  6910
 JZ3571  PID         -  JZ3571
 JZ3571  STATE/COUNTY-  OH/HAMILTON
 JZ3571  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3571
 JZ3571                         *CURRENT SURVEY CONTROL
 JZ3571  ___________________________________________________________________
 JZ3571* NAD 83(1986)-  39 08 28.     (N)    084 29 12.     (W)     SCALED    
 JZ3571* NAVD 88     -       216.697  (meters)     710.95   (feet)  ADJUSTED  
 JZ3571  ___________________________________________________________________
 JZ3571  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3571  DYNAMIC HT  -         216.561 (meters)     710.50  (feet)  COMP
 JZ3571  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 JZ3571
 JZ3571  VERT ORDER  -  SECOND    CLASS II
 JZ3571
 JZ3571.The horizontal coordinates were scaled from a topographic map and have
 JZ3571.an estimated accuracy of +/- 6 seconds.
 JZ3571
 JZ3571.The orthometric height was determined by differential leveling
 JZ3571.and adjusted by the National Geodetic Survey in March 1993..
 JZ3571
 JZ3571.The geoid height was determined by GEOID03.
 JZ3571
 JZ3571.The dynamic height is computed by dividing the NAVD 88
 JZ3571.geopotential number by the normal gravity value computed on the
 JZ3571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3571.degrees latitude (g = 980.6199 gals.).
 JZ3571
 JZ3571.The modeled gravity was interpolated from observed gravity values.
 JZ3571
 JZ3571;                    North         East    Units  Estimated Accuracy
 JZ3571;SPC OH S     -   128,570.      428,270.      MT  (+/- 180 meters Scaled)
 JZ3571
 JZ3571                          SUPERSEDED SURVEY CONTROL
 JZ3571
 JZ3571  NGVD 29 (08/25/92)  216.880  (m)          711.55   (f) ADJUSTED    2 2
 JZ3571
 JZ3571.Superseded values are not recommended for survey control.
 JZ3571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3571.See file dsdata.txt to determine how the superseded data were derived.
 JZ3571
 JZ3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ172354(NAD 83)
 JZ3571_MARKER: DE = TRAVERSE STATION DISK
 JZ3571_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3571_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3571_STAMPING: 6910 89
 JZ3571_MARK LOGO: OH1610
 JZ3571_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3571+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1991
 JZ3571
 JZ3571  HISTORY     - Date     Condition        Report By
 JZ3571  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3571  HISTORY     - 19911124 GOOD             WOOLPT
 JZ3571
 JZ3571                          STATION DESCRIPTION
 JZ3571
 JZ3571'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3571'STATION 6910 IS LOCATED AT THE AVONDALE COMMUNITY CENTER ON THE
 JZ3571'CORNER OF RIDGEWAY AVENUE AND BLAIR COURT, IN THE SUBURB OF AVONDALE,
 JZ3571'IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS
 JZ3571'BEING 43.53 FT NORTH OF THE NORTH CURB OF SAID BLAIR COURT AND 26.18
 JZ3571'FT WEST OF THE WEST CURB OF SAID RIDGEWAY AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3477 ***********************************************************************
 JZ3477  DESIGNATION -  6911
 JZ3477  PID         -  JZ3477
 JZ3477  STATE/COUNTY-  OH/HAMILTON
 JZ3477  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3477
 JZ3477                         *CURRENT SURVEY CONTROL
 JZ3477  ___________________________________________________________________
 JZ3477* NAD 83(1995)-  39 10 45.22376(N)    084 25 03.78997(W)     ADJUSTED  
 JZ3477* NAVD 88     -       223.796  (meters)     734.24   (feet)  ADJUSTED  
 JZ3477  ___________________________________________________________________
 JZ3477  X           -     481,602.093 (meters)                     COMP
 JZ3477  Y           -  -4,927,448.725 (meters)                     COMP
 JZ3477  Z           -   4,007,880.514 (meters)                     COMP
 JZ3477  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 JZ3477  ELLIP HEIGHT-         189.72  (meters)          (10/07/05) GPS OBS
 JZ3477  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3477  DYNAMIC HT  -         223.654 (meters)     733.77  (feet)  COMP
 JZ3477  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JZ3477
 JZ3477  HORZ ORDER  -  FIRST
 JZ3477  VERT ORDER  -  SECOND    CLASS II
 JZ3477  ELLP ORDER  -  FOURTH    CLASS I
 JZ3477
 JZ3477.The horizontal coordinates were established by GPS observations
 JZ3477.and adjusted by the National Geodetic Survey in April 1998..
 JZ3477
 JZ3477.The orthometric height was determined by differential leveling
 JZ3477.and adjusted by the National Geodetic Survey in March 1993..
 JZ3477
 JZ3477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3477
 JZ3477.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3477
 JZ3477.The ellipsoidal height was determined by GPS observations
 JZ3477.and is referenced to NAD 83.
 JZ3477
 JZ3477.The geoid height was determined by GEOID03.
 JZ3477
 JZ3477.The dynamic height is computed by dividing the NAVD 88
 JZ3477.geopotential number by the normal gravity value computed on the
 JZ3477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3477.degrees latitude (g = 980.6199 gals.).
 JZ3477
 JZ3477.The modeled gravity was interpolated from observed gravity values.
 JZ3477
 JZ3477;                    North         East     Units Scale Factor Converg.
 JZ3477;SPC OH S     -   132,669.257   434,316.804   MT  0.99994228   -1 13 00.6
 JZ3477;SPC KY1Z     - 1,316,696.233 1,615,133.909   MT  1.00016396   +0 49 04.7
 JZ3477;SPC KY1Z     - 4,319,860.89  5,298,985.17   sFT  1.00016396   +0 49 04.7
 JZ3477;SPC KY N     -   186,412.542   485,507.233   MT  1.00003923   -0 06 15.6
 JZ3477;SPC KY N     -   611,588.48  1,592,868.31   sFT  1.00003923   -0 06 15.6
 JZ3477;UTM  16      - 4,339,842.751   723,054.388   MT  1.00021265   +1 37 55.3
 JZ3477
 JZ3477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3477!SPC OH S     -   0.99997024  x   0.99994228  =   0.99991252
 JZ3477!SPC KY1Z     -   0.99997024  x   1.00016396  =   1.00013419
 JZ3477!SPC KY N     -   0.99997024  x   1.00003923  =   1.00000946
 JZ3477!UTM  16      -   0.99997024  x   1.00021265  =   1.00018288
 JZ3477
 JZ3477                          SUPERSEDED SURVEY CONTROL
 JZ3477
 JZ3477  ELLIP H (04/01/98)  189.77   (m)                       GP(       ) 4 1
 JZ3477  NAD 83(1995)-  39 10 45.22989(N)    084 25 03.79745(W) AD(       ) 1
 JZ3477  NAD 83(1986)-  39 10 45.22745(N)    084 25 03.80065(W) AD(       ) 1
 JZ3477  NGVD 29 (06/03/91)  223.969  (m)          734.80   (f) ADJUSTED    2 2
 JZ3477
 JZ3477.Superseded values are not recommended for survey control.
 JZ3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3477.See file dsdata.txt to determine how the superseded data were derived.
 JZ3477
 JZ3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2305439843(NAD 83)
 JZ3477_MARKER: DE = TRAVERSE STATION DISK
 JZ3477_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3477_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3477_STAMPING: 6911 89
 JZ3477_MARK LOGO: OH1610
 JZ3477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3477+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1990
 JZ3477
 JZ3477  HISTORY     - Date     Condition        Report By
 JZ3477  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3477  HISTORY     - 19900420 GOOD             WOOLPT
 JZ3477
 JZ3477                          STATION DESCRIPTION
 JZ3477
 JZ3477'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3477'STATION IS LOCATED AT LANG BALLFIELDS ON WOODFORD ROAD IN CINCINNATI,
 JZ3477'OHIO.
 JZ3477'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3477'DOWNTOWN CINCINNATI, GO 0.40 MI (0.64 KM) EAST ON FIFTH TO I-71 NORTH,
 JZ3477'GO NORTH 7.30 MI (11.75 KM) TO EXIT 8 AT RIDGE ROAD, GO NORTH 1.00 MI
 JZ3477'(1.61 KM) TO WOODFORD ROAD, GO EAST 0.60 MI (0.97 KM) TO RAILROAD
 JZ3477'TRACKS, CROSS RAILROAD TRACKS TO STATION IN BALLFIELD ON RIGHT,
 JZ3477'STATION IS APPROXIMATELY 150 FT (45.7 M) WEST OF WOODFORD ROAD.
 JZ3477'STATION IS SET FLUSH WITH GROUND AND IS 33.94 FT (10.34 M) SOUTH OF
 JZ3477'THE SOUTH GAUGE OF THE RAILROAD TRACKS, 183.19 FT (55.84 M) EAST OF
 JZ3477'THE END POST OF A 12 FT (3.7 M) HIGH CHAINLINK FENCE AND 121.96 FT
 JZ3477'(37.17 M) WEST OF THE END POST OF A 6 FT (1.8 M) HIGH CHAINLINK FENCE
 JZ3477'ALONG THE WEST SIDE OF WOODFORD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3475 ***********************************************************************
 JZ3475  DESIGNATION -  6913
 JZ3475  PID         -  JZ3475
 JZ3475  STATE/COUNTY-  OH/HAMILTON
 JZ3475  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3475
 JZ3475                         *CURRENT SURVEY CONTROL
 JZ3475  ___________________________________________________________________
 JZ3475* NAD 83(1995)-  39 09 52.86550(N)    084 23 48.24238(W)     ADJUSTED  
 JZ3475* NAVD 88     -       181.046  (meters)     593.98   (feet)  ADJUSTED  
 JZ3475  ___________________________________________________________________
 JZ3475  X           -     483,503.162 (meters)                     COMP
 JZ3475  Y           -  -4,928,254.066 (meters)                     COMP
 JZ3475  Z           -   4,006,601.713 (meters)                     COMP
 JZ3475  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 JZ3475  ELLIP HEIGHT-         146.97  (meters)          (10/07/05) GPS OBS
 JZ3475  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3475  DYNAMIC HT  -         180.930 (meters)     593.60  (feet)  COMP
 JZ3475  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 JZ3475
 JZ3475  HORZ ORDER  -  FIRST
 JZ3475  VERT ORDER  -  SECOND    CLASS II
 JZ3475  ELLP ORDER  -  FOURTH    CLASS I
 JZ3475
 JZ3475.The horizontal coordinates were established by GPS observations
 JZ3475.and adjusted by the National Geodetic Survey in April 1998..
 JZ3475
 JZ3475.The orthometric height was determined by differential leveling
 JZ3475.and adjusted by the National Geodetic Survey in March 1993..
 JZ3475
 JZ3475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3475
 JZ3475.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3475
 JZ3475.The ellipsoidal height was determined by GPS observations
 JZ3475.and is referenced to NAD 83.
 JZ3475
 JZ3475.The geoid height was determined by GEOID03.
 JZ3475
 JZ3475.The dynamic height is computed by dividing the NAVD 88
 JZ3475.geopotential number by the normal gravity value computed on the
 JZ3475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3475.degrees latitude (g = 980.6199 gals.).
 JZ3475
 JZ3475.The modeled gravity was interpolated from observed gravity values.
 JZ3475
 JZ3475;                    North         East     Units Scale Factor Converg.
 JZ3475;SPC OH S     -   131,016.759   436,095.681   MT  0.99994322   -1 12 12.7
 JZ3475;SPC KY1Z     - 1,315,107.584 1,616,970.734   MT  1.00015819   +0 49 51.1
 JZ3475;SPC KY1Z     - 4,314,648.80  5,305,011.48   sFT  1.00015819   +0 49 51.1
 JZ3475;SPC KY N     -   184,794.735   487,318.028   MT  1.00003610   -0 05 28.6
 JZ3475;SPC KY N     -   606,280.73  1,598,809.23   sFT  1.00003610   -0 05 28.6
 JZ3475;UTM  16      - 4,338,280.269   724,913.702   MT  1.00022291   +1 38 41.2
 JZ3475
 JZ3475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3475!SPC OH S     -   0.99997694  x   0.99994322  =   0.99992016
 JZ3475!SPC KY1Z     -   0.99997694  x   1.00015819  =   1.00013513
 JZ3475!SPC KY N     -   0.99997694  x   1.00003610  =   1.00001304
 JZ3475!UTM  16      -   0.99997694  x   1.00022291  =   1.00019985
 JZ3475
 JZ3475                          SUPERSEDED SURVEY CONTROL
 JZ3475
 JZ3475  ELLIP H (04/01/98)  147.03   (m)                       GP(       ) 4 1
 JZ3475  NAD 83(1995)-  39 09 52.87162(N)    084 23 48.24985(W) AD(       ) 1
 JZ3475  NAD 83(1986)-  39 09 52.86898(N)    084 23 48.25306(W) AD(       ) 1
 JZ3475  NGVD 29 (06/03/91)  181.219  (m)          594.55   (f) ADJUSTED    2 2
 JZ3475
 JZ3475.Superseded values are not recommended for survey control.
 JZ3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3475.See file dsdata.txt to determine how the superseded data were derived.
 JZ3475
 JZ3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2491438280(NAD 83)
 JZ3475_MARKER: DE = TRAVERSE STATION DISK
 JZ3475_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3475_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3475_STAMPING: 6913 89
 JZ3475_MARK LOGO: OH1610
 JZ3475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3475+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1990
 JZ3475
 JZ3475  HISTORY     - Date     Condition        Report By
 JZ3475  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3475  HISTORY     - 19900420 GOOD             WOOLPT
 JZ3475
 JZ3475                          STATION DESCRIPTION
 JZ3475
 JZ3475'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3475'STATION IS LOCATED AT MADISONVILLE PLAYGROUND IN CINCINNATI, OHIO.
 JZ3475'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3475'DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET 0.40 MI (0.64 KM) TO
 JZ3475'I-71 NORTH, GO NORTH 5.50 MI (8.85 KM) TO EXIT 6, GO 0.20 MI
 JZ3475'(0.32 KM) SOUTHEAST TO EDWARDS ROAD, GO SOUTH 0.20 MI (0.32 KM) TO
 JZ3475'MADISON ROAD, GO NORTHEAST 2.70 MI (4.35 KM) TO STEWART AVENUE, GO
 JZ3475'0.30 MI (0.48 KM) NORTH TO THE PLAYGROUND ON THE RIGHT.
 JZ3475'STATION IS FLUSH WITH THE GROUND AND IS SET 19.77 FT (6.03 M) EAST OF
 JZ3475'THE EAST CURB OF STEWART AVENUE, 39.07 FT (11.91 M) SOUTHEAST OF THE
 JZ3475'CENTER OF A MANHOLE AND 40.83 FT (12.45 M) SOUTHWEST OF THE NORTHWEST
 JZ3475'CORNER OF A BRICK WALL BORDERING THE SWIMMING POOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3547 ***********************************************************************
 JZ3547  DESIGNATION -  6915
 JZ3547  PID         -  JZ3547
 JZ3547  STATE/COUNTY-  OH/HAMILTON
 JZ3547  USGS QUAD   -  COVINGTON (1987)
 JZ3547
 JZ3547                         *CURRENT SURVEY CONTROL
 JZ3547  ___________________________________________________________________
 JZ3547* NAD 83(1995)-  39 07 23.96426(N)    084 31 37.65986(W)     ADJUSTED  
 JZ3547* NAVD 88     -       227.022  (meters)     744.82   (feet)  ADJUSTED  
 JZ3547  ___________________________________________________________________
 JZ3547  X           -     472,566.070 (meters)                     COMP
 JZ3547  Y           -  -4,932,262.741 (meters)                     COMP
 JZ3547  Z           -   4,003,069.360 (meters)                     COMP
 JZ3547  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 JZ3547  ELLIP HEIGHT-         192.95  (meters)          (10/07/05) GPS OBS
 JZ3547  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3547  DYNAMIC HT  -         226.879 (meters)     744.35  (feet)  COMP
 JZ3547  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JZ3547
 JZ3547  HORZ ORDER  -  FIRST
 JZ3547  VERT ORDER  -  SECOND    CLASS II
 JZ3547  ELLP ORDER  -  FOURTH    CLASS I
 JZ3547
 JZ3547.The horizontal coordinates were established by GPS observations
 JZ3547.and adjusted by the National Geodetic Survey in April 1998..
 JZ3547
 JZ3547.The orthometric height was determined by differential leveling
 JZ3547.and adjusted by the National Geodetic Survey in March 1993..
 JZ3547
 JZ3547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3547
 JZ3547.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3547
 JZ3547.The ellipsoidal height was determined by GPS observations
 JZ3547.and is referenced to NAD 83.
 JZ3547
 JZ3547.The geoid height was determined by GEOID03.
 JZ3547
 JZ3547.The dynamic height is computed by dividing the NAVD 88
 JZ3547.geopotential number by the normal gravity value computed on the
 JZ3547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3547.degrees latitude (g = 980.6199 gals.).
 JZ3547
 JZ3547.The modeled gravity was interpolated from observed gravity values.
 JZ3547
 JZ3547;                    North         East     Units Scale Factor Converg.
 JZ3547;SPC OH S     -   126,671.113   424,726.602   MT  0.99994623   -1 17 10.5
 JZ3547;SPC KY1Z     - 1,310,359.850 1,605,760.894   MT  1.00014214   +0 45 02.9
 JZ3547;SPC KY1Z     - 4,299,072.27  5,268,233.87   sFT  1.00014214   +0 45 02.9
 JZ3547;SPC KY N     -   180,228.665   476,034.525   MT  1.00002757   -0 10 20.6
 JZ3547;SPC KY N     -   591,300.21  1,561,789.94   sFT  1.00002757   -0 10 20.6
 JZ3547;UTM  16      - 4,333,373.935   713,771.801   MT  1.00016272   +1 33 39.4
 JZ3547
 JZ3547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3547!SPC OH S     -   0.99996973  x   0.99994623  =   0.99991596
 JZ3547!SPC KY1Z     -   0.99996973  x   1.00014214  =   1.00011186
 JZ3547!SPC KY N     -   0.99996973  x   1.00002757  =   0.99999730
 JZ3547!UTM  16      -   0.99996973  x   1.00016272  =   1.00013244
 JZ3547
 JZ3547                          SUPERSEDED SURVEY CONTROL
 JZ3547
 JZ3547  ELLIP H (04/01/98)  193.00   (m)                       GP(       ) 4 1
 JZ3547  NAD 83(1995)-  39 07 23.97069(N)    084 31 37.66717(W) AD(       ) 1
 JZ3547  NAD 83(1986)-  39 07 23.96863(N)    084 31 37.67047(W) AD(       ) 1
 JZ3547  NGVD 29 (08/25/92)  227.199  (m)          745.40   (f) ADJUSTED    2 2
 JZ3547
 JZ3547.Superseded values are not recommended for survey control.
 JZ3547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3547.See file dsdata.txt to determine how the superseded data were derived.
 JZ3547
 JZ3547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1377233374(NAD 83)
 JZ3547_MARKER: DE = TRAVERSE STATION DISK
 JZ3547_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3547_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3547_STAMPING: 6915 89
 JZ3547_MARK LOGO: OH1610
 JZ3547_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3547+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1991
 JZ3547
 JZ3547  HISTORY     - Date     Condition        Report By
 JZ3547  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3547  HISTORY     - 19911207 GOOD             WOOLPT
 JZ3547
 JZ3547                          STATION DESCRIPTION
 JZ3547
 JZ3547'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3547'STATION IS LOCATED AT FAIRVIEW PLAYGROUND IN CINCINNATI, OHIO. TO
 JZ3547'REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3547'CINCINNATI GO NORTH 0.40 MI (0.64 KM) ON MAIN TO CENTRAL PARKWAY, GO
 JZ3547'WEST AND THEN NORTH ON CENTRAL PARKWAY 1.80 MI (2.90 KM) TO MCMILLAN
 JZ3547'STREET, GO NORTH 0.30 MI (0.48 KM) TO SCENIC DRIVE WHICH RUNS THROUGH
 JZ3547'FAIRVIEW PARK, GO 0.50 MI (0.80 KM) ON SCENIC DRIVE TO THE STATION ON
 JZ3547'THE LEFT NEAR THE BASKETBALL COURTS. STATION IS SET FLUSH WITH THE
 JZ3547'GROUND AND IS 22.84 FT (6.96 M) NORTH OF THE NORTH CURB OF SCENIC
 JZ3547'DRIVE, 49.18 FT (14.99 M) NORTH OF LIGHT POLE NO. 282M5, 29.68 FT
 JZ3547'(9.05 M) NORTHEAST OF THE CENTER OF A MANHOLE IN SCENIC DRIVE AND
 JZ3547'27.95 FT (8.52 M) SOUTH OF THE CENTER OF AN INLET MANHOLE.
 JZ3547
 JZ3547                          STATION RECOVERY (1991)
 JZ3547
 JZ3547'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3547'STATION 6915 IS LOCATED IN FAIRVIEW PLAYGROUND, IN THE SUBURB OF
 JZ3547'CLIFTON, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY
 JZ3547'DESCRIBED AS BEING 49.18 FT NORTH OF A LIGHT POLE (NO.  282M5), 29.68
 JZ3547'FT NORTHEAST OF A MANHOLE LOCATED IN SCENIC DRIVE, 27.95 SOUTH OF AN
 JZ3547'INLET MANHOLE THAT EXISTS TO THE EAST OF THE PARK BASKETBALL COURTS
 JZ3547'AND 22.84 NORTH OF THE NORTH CURB OF SAID SCENIC DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3574 ***********************************************************************
 JZ3574  DESIGNATION -  6916
 JZ3574  PID         -  JZ3574
 JZ3574  STATE/COUNTY-  OH/HAMILTON
 JZ3574  USGS QUAD   -  COVINGTON (1987)
 JZ3574
 JZ3574                         *CURRENT SURVEY CONTROL
 JZ3574  ___________________________________________________________________
 JZ3574* NAD 83(1986)-  39 07 22.     (N)    084 31 32.     (W)     SCALED    
 JZ3574* NAVD 88     -       225.679  (meters)     740.42   (feet)  ADJUSTED  
 JZ3574  ___________________________________________________________________
 JZ3574  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3574  DYNAMIC HT  -         225.537 (meters)     739.95  (feet)  COMP
 JZ3574  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JZ3574
 JZ3574  VERT ORDER  -  SECOND    CLASS II
 JZ3574
 JZ3574.The horizontal coordinates were scaled from a topographic map and have
 JZ3574.an estimated accuracy of +/- 6 seconds.
 JZ3574
 JZ3574.The orthometric height was determined by differential leveling
 JZ3574.and adjusted by the National Geodetic Survey in March 1993..
 JZ3574
 JZ3574.The geoid height was determined by GEOID03.
 JZ3574
 JZ3574.The dynamic height is computed by dividing the NAVD 88
 JZ3574.geopotential number by the normal gravity value computed on the
 JZ3574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3574.degrees latitude (g = 980.6199 gals.).
 JZ3574
 JZ3574.The modeled gravity was interpolated from observed gravity values.
 JZ3574
 JZ3574;                    North         East    Units  Estimated Accuracy
 JZ3574;SPC OH S     -   126,610.      424,860.      MT  (+/- 180 meters Scaled)
 JZ3574
 JZ3574                          SUPERSEDED SURVEY CONTROL
 JZ3574
 JZ3574  NGVD 29 (08/25/92)  225.856  (m)          741.00   (f) ADJUSTED    2 2
 JZ3574
 JZ3574.Superseded values are not recommended for survey control.
 JZ3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3574.See file dsdata.txt to determine how the superseded data were derived.
 JZ3574
 JZ3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ139333(NAD 83)
 JZ3574_MARKER: DE = TRAVERSE STATION DISK
 JZ3574_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3574_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3574_STAMPING: 6916 89
 JZ3574_MARK LOGO: OH1610
 JZ3574_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3574+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1991
 JZ3574
 JZ3574  HISTORY     - Date     Condition        Report By
 JZ3574  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3574  HISTORY     - 19911206 GOOD             WOOLPT
 JZ3574
 JZ3574                          STATION DESCRIPTION
 JZ3574
 JZ3574'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3574'STATION 6916 IS LOCATED IN THE FAIRVIEW PLAYGROUND, IN THE SUBURB OF
 JZ3574'CLIFTON, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY
 JZ3574'DESCRIBED AS BEING 30.39 FT SOUTHEAST OF THE SOUTH FACE OF THE
 JZ3574'BACKSTOP END POST, 24.30 FT NORTH OF THE CENTER OF AN INLET MANHOLE
 JZ3574'AND 15.12 FT WEST OF OF THE EAST FACE OF A CONCRETE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3483 ***********************************************************************
 JZ3483  SACS        -  This is a Secondary Airport Control Station.
 JZ3483  DESIGNATION -  6917
 JZ3483  PID         -  JZ3483
 JZ3483  STATE/COUNTY-  OH/HAMILTON
 JZ3483  USGS QUAD   -  NEWPORT (1987)
 JZ3483
 JZ3483                         *CURRENT SURVEY CONTROL
 JZ3483  ___________________________________________________________________
 JZ3483* NAD 83(1995)-  39 06 53.84076(N)    084 24 59.61786(W)     ADJUSTED  
 JZ3483* NAVD 88     -       144.281  (meters)     473.36   (feet)  ADJUSTED  
 JZ3483  ___________________________________________________________________
 JZ3483  X           -     482,134.056 (meters)                     COMP
 JZ3483  Y           -  -4,931,861.043 (meters)                     COMP
 JZ3483  Z           -   4,002,296.396 (meters)                     COMP
 JZ3483  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 JZ3483  ELLIP HEIGHT-         110.17  (meters)          (10/07/05) GPS OBS
 JZ3483  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3483  DYNAMIC HT  -         144.190 (meters)     473.06  (feet)  COMP
 JZ3483  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 JZ3483
 JZ3483  HORZ ORDER  -  FIRST
 JZ3483  VERT ORDER  -  SECOND    CLASS II
 JZ3483  ELLP ORDER  -  FOURTH    CLASS II
 JZ3483
 JZ3483.This mark is at Cincinnati-Lunken Fld Airport (LUK)
 JZ3483
 JZ3483.The horizontal coordinates were established by GPS observations
 JZ3483.and adjusted by the National Geodetic Survey in July 1997..
 JZ3483
 JZ3483.The orthometric height was determined by differential leveling
 JZ3483.and adjusted by the National Geodetic Survey in March 1993..
 JZ3483
 JZ3483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3483
 JZ3483.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3483
 JZ3483.The ellipsoidal height was determined by GPS observations
 JZ3483.and is referenced to NAD 83.
 JZ3483
 JZ3483.The geoid height was determined by GEOID03.
 JZ3483
 JZ3483.The dynamic height is computed by dividing the NAVD 88
 JZ3483.geopotential number by the normal gravity value computed on the
 JZ3483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3483.degrees latitude (g = 980.6199 gals.).
 JZ3483
 JZ3483.The modeled gravity was interpolated from observed gravity values.
 JZ3483
 JZ3483;                    North         East     Units Scale Factor Converg.
 JZ3483;SPC OH S     -   125,533.650   434,265.485   MT  0.99994690   -1 12 57.9
 JZ3483;SPC KY1Z     - 1,309,561.827 1,615,336.023   MT  1.00013896   +0 49 07.2
 JZ3483;SPC KY1Z     - 4,296,454.09  5,299,648.27   sFT  1.00013896   +0 49 07.2
 JZ3483;SPC KY N     -   179,276.656   485,594.472   MT  1.00002591   -0 06 13.0
 JZ3483;SPC KY N     -   588,176.83  1,593,154.53   sFT  1.00002591   -0 06 13.0
 JZ3483;UTM  16      - 4,332,711.488   723,357.724   MT  1.00021433   +1 37 49.8
 JZ3483
 JZ3483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3483!SPC OH S     -   0.99998272  x   0.99994690  =   0.99992962
 JZ3483!SPC KY1Z     -   0.99998272  x   1.00013896  =   1.00012167
 JZ3483!SPC KY N     -   0.99998272  x   1.00002591  =   1.00000862
 JZ3483!UTM  16      -   0.99998272  x   1.00021433  =   1.00019704
 JZ3483
 JZ3483|---------------------------------------------------------------------|
 JZ3483| PID    Reference Object                     Distance      Geod. Az  |
 JZ3483|                                                           dddmmss.s |
 JZ3483| JZ3518 6918                                223.722 METERS 03736     |
 JZ3483|---------------------------------------------------------------------|
 JZ3483
 JZ3483                          SUPERSEDED SURVEY CONTROL
 JZ3483
 JZ3483  ELLIP H (07/01/97)  110.22   (m)                       GP(       ) 4 2
 JZ3483  NAD 83(1995)-  39 06 53.84691(N)    084 24 59.62524(W) AD(       ) 1
 JZ3483  NAD 83(1986)-  39 06 53.84433(N)    084 24 59.62848(W) AD(       ) 1
 JZ3483  NAVD 88 (07/01/97)  144.28   (m)          473.4    (f) LEVELING    3  
 JZ3483  NGVD 29 (06/03/91)  144.464  (m)          473.96   (f) ADJUSTED    2 2
 JZ3483
 JZ3483.Superseded values are not recommended for survey control.
 JZ3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3483.See file dsdata.txt to determine how the superseded data were derived.
 JZ3483
 JZ3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2335832711(NAD 83)
 JZ3483_MARKER: DE = TRAVERSE STATION DISK
 JZ3483_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3483_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3483_STAMPING: NO.6917 1989
 JZ3483_MARK LOGO: OH1610
 JZ3483_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3483+STABILITY: SURFACE MOTION
 JZ3483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3483+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1995
 JZ3483
 JZ3483  HISTORY     - Date     Condition        Report By
 JZ3483  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3483  HISTORY     - 19900422 GOOD             WOOLPT
 JZ3483  HISTORY     - 19951016 GOOD             NGS
 JZ3483
 JZ3483                          STATION DESCRIPTION
 JZ3483
 JZ3483'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3483'STATION IS LOCATED AT LUNKEN AIRPORT PLAYFIELD IN CINCINNATI, OHIO.
 JZ3483'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3483'DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET 0.40 MI (0.64 KM) TO
 JZ3483'COLUMBIA PARKWAY (US 50), GO 6.30 MI (10.14 KM) EASTERLY TO THE
 JZ3483'BEECHMONT AVENUE EXIT, GO 0.60 MI (0.97 KM) SOUTHEAST TO WILMER
 JZ3483'AVENUE, GO 0.10 MI (0.16 KM) SOUTHWEST TO THE LUNKEN PLAYFIELD
 JZ3483'ENTRANCE.  STATION IS APPROXIMATELY 500 FT (152.4 M) SOUTHWEST OF THE
 JZ3483'ENTRANCE DRIVE.
 JZ3483'STATION IS SET FLUSH WITH THE TOP OF GROUND AND IS 16.7 FT (5.1 M)
 JZ3483'EAST FROM THE EAST EDGE OF A 8.5 FT (2.6 M) MACADAM BIKE PATH, 77.98
 JZ3483'FT (23.77 M) SOUTHEAST FROM THE CENTER OF A MANHOLE AND 46.89 FT
 JZ3483'(14.29 M) NORTHEAST FROM THE NORTH FACE OF A CHAINLINK CORNER POST
 JZ3483'(FENCE ENCLOSES REEVES GOLF COURSE).
 JZ3483
 JZ3483                          STATION RECOVERY (1995)
 JZ3483
 JZ3483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JZ3483'THE STATION IS LOCATED NEAR THE SOUTHEAST SIDE OF CINCINNATI, OH.  AT
 JZ3483'THE LUNKEN AIRPORT PLAYFIELD, ABOUT 1.6 KM (1.00 MI) NORTHEAST OF THE
 JZ3483'AIRPORT ADMINISTRATION BUILDING, ALONG WILMER AVENUE, NEAR THE
 JZ3483'SOUTHEAST SIDE OF A PARKING LOT ON THE SOUTHEAST SIDE OF WILMER
 JZ3483'AVENUE, NORTHEAST OF THE NORTHWEST CORNER OF A FENCE. OWNERSHIP--CITY
 JZ3483'OF CINCINNATI OHIO.  NOTE--THIS STATION WAS SELECTED AS A (SACS) .
 JZ3483'THE DISK IS A CITY OF CINCINNATI SURVEY DISK.  TO REACH THE STATION
 JZ3483'FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND U.S.  HIGHWAY 52 WEST
 JZ3483'(KELLOGG AVENUE) , (EXIT 71) , NEAR THE SOUTHEAST SIDE OF CINCINNATI,
 JZ3483'GO WEST, 5.29 KM (3.30 MI) ALONG HIGHWAY 52 TO WILMER AVENUE ON THE
 JZ3483'RIGHT.  TURN RIGHT, NORTH, 0.34 KM (0.20 MI) ALONG THE AVENUE TO THE
 JZ3483'AIRPORT ADMINISTRATION BUILDING ON THE RIGHT.  CONTINUE NORTHEASTERLY,
 JZ3483'1.65 KM (1.00 MI) ALONG WILMER AVENUE TO THE 1ST.  BREAK IN THE
 JZ3483'GUARDRAIL ON THE RIGHT.  TURN RIGHT, EAST, 0.02 KM (0.00 MI) ACROSS
 JZ3483'PARKING LOT TO THE EAST SIDE AND THE STATION ON THE EAST SIDE OF THE
 JZ3483'BIKE PATH.  STATION IS 23.8 M (78.1 FT) SOUTHEAST OF THE CENTER OF A
 JZ3483'MANHOLE, 14.3 M (46.9 FT) NORTHEAST OF THE NORTHWEST CORNER OF A CHAIN
 JZ3483'LINK FENCE AND WITNESS POST, 6.5 M (21.3 FT) EAST OF THE CENTER OF AN
 JZ3483'ASPHALT BIKE PATH, AND THE MONUMENT IS LEVEL WITH THE BIKE PATH AND
 JZ3483'FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3518 ***********************************************************************
 JZ3518  DESIGNATION -  6918
 JZ3518  PID         -  JZ3518
 JZ3518  STATE/COUNTY-  OH/HAMILTON
 JZ3518  USGS QUAD   -  NEWPORT (1987)
 JZ3518
 JZ3518                         *CURRENT SURVEY CONTROL
 JZ3518  ___________________________________________________________________
 JZ3518* NAD 83(1995)-  39 06 59.58797(N)    084 24 53.93481(W)     ADJUSTED  
 JZ3518* NAVD 88     -       143.7    (meters)     471.     (feet)  VERTCON   
 JZ3518  ___________________________________________________________________
 JZ3518  X           -     482,259.014 (meters)                     COMP
 JZ3518  Y           -  -4,931,736.023 (meters)                     COMP
 JZ3518  Z           -   4,002,433.544 (meters)                     COMP
 JZ3518  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 JZ3518  ELLIP HEIGHT-         109.59  (meters)          (10/07/05) GPS OBS
 JZ3518  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3518
 JZ3518  HORZ ORDER  -  FIRST
 JZ3518  ELLP ORDER  -  FOURTH    CLASS I
 JZ3518
 JZ3518.This mark is at Cincinnati-Lunken Fld Airport (LUK)
 JZ3518
 JZ3518.The horizontal coordinates were established by GPS observations
 JZ3518.and adjusted by the National Geodetic Survey in April 1998..
 JZ3518
 JZ3518.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3518
 JZ3518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3518
 JZ3518.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3518
 JZ3518.The ellipsoidal height was determined by GPS observations
 JZ3518.and is referenced to NAD 83.
 JZ3518
 JZ3518.The geoid height was determined by GEOID03.
 JZ3518
 JZ3518;                    North         East     Units Scale Factor Converg.
 JZ3518;SPC OH S     -   125,707.938   434,405.734   MT  0.99994677   -1 12 54.3
 JZ3518;SPC KY1Z     - 1,309,741.020 1,615,470.021   MT  1.00013957   +0 49 10.7
 JZ3518;SPC KY1Z     - 4,297,042.00  5,300,087.89   sFT  1.00013957   +0 49 10.7
 JZ3518;SPC KY N     -   179,453.648   485,731.322   MT  1.00002622   -0 06 09.5
 JZ3518;SPC KY N     -   588,757.51  1,593,603.51   sFT  1.00002622   -0 06 09.5
 JZ3518;UTM  16      - 4,332,892.575   723,489.179   MT  1.00021505   +1 37 53.6
 JZ3518
 JZ3518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3518!SPC OH S     -   0.99998281  x   0.99994677  =   0.99992958
 JZ3518!SPC KY1Z     -   0.99998281  x   1.00013957  =   1.00012237
 JZ3518!SPC KY N     -   0.99998281  x   1.00002622  =   1.00000903
 JZ3518!UTM  16      -   0.99998281  x   1.00021505  =   1.00019785
 JZ3518
 JZ3518|---------------------------------------------------------------------|
 JZ3518| PID    Reference Object                     Distance      Geod. Az  |
 JZ3518|                                                           dddmmss.s |
 JZ3518| JZ3483 6917                                223.722 METERS 21737     |
 JZ3518|---------------------------------------------------------------------|
 JZ3518
 JZ3518                          SUPERSEDED SURVEY CONTROL
 JZ3518
 JZ3518  ELLIP H (04/01/98)  109.65   (m)                       GP(       ) 4 1
 JZ3518  NAD 83(1995)-  39 06 59.59414(N)    084 24 53.94223(W) AD(       ) 1
 JZ3518  NAD 83(1986)-  39 06 59.59156(N)    084 24 53.94547(W) AD(       ) 1
 JZ3518  NGVD 29 (05/06/92)  143.9    (m)          472.     (f) GPS OBS        
 JZ3518
 JZ3518.Superseded values are not recommended for survey control.
 JZ3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3518.See file dsdata.txt to determine how the superseded data were derived.
 JZ3518
 JZ3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2348932893(NAD 83)
 JZ3518_MARKER: DE = TRAVERSE STATION DISK
 JZ3518_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3518_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3518_STAMPING: 6918 89
 JZ3518_MARK LOGO: OH1610
 JZ3518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3518+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1990
 JZ3518
 JZ3518  HISTORY     - Date     Condition        Report By
 JZ3518  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3518  HISTORY     - 19900412 GOOD
 JZ3518
 JZ3518                          STATION DESCRIPTION
 JZ3518
 JZ3518'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3518'STATION IS LOCATED A LUNKEN AIRPORT PLAYFIELD IN CINCINNATI, OHIO. TO
 JZ3518'REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3518'CINCINNATI, GO EAST ON FIFTH STREET 0.40 MILES TO COLUMBIA PARKWAY
 JZ3518'(US 50), GO 6.30 MI (10.14 KM) EASTERLY TO THE BEECHMONT AVENUE EXIT,
 JZ3518'GO 0.60 MI (0.97 KM) SOUTHEAST TO WILMER AVENUE, GO 0.10 MI
 JZ3518'(0.16 KM) SOUTHWEST TO THE LUNKEN PLAYFIELD ENTRANCE. THE STATION IS
 JZ3518'APPROXIMATELY 300 FT (91.4 M) NORTHEAST OF THE ENTRANCE.  STATION IS
 JZ3518'FLUSH WITH THE GROUND AND IS SET 18.3 FT (5.6 M) EAST OF THE EAST
 JZ3518'EDGE OF THE PLAYFIELD DRIVEWAY, 3.1 FT (0.9 M) WEST OF THE WEST EDGE
 JZ3518'OF A 9.0 FOOT MACADAM BIKE PATH AND 67.61 FT (20.61 M) SOUTHWEST OF
 JZ3518'THE SOUTH FACE OF A CHAIN LINK FENCE CORNER POST SURROUNDING THE
 JZ3518'PLAYFIELD PICNIC GROVE.
 JZ3518
 JZ3518                          STATION RECOVERY (1990)
 JZ3518
 JZ3518'RECOVERED 1990
 JZ3518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3503 ***********************************************************************
 JZ3503  DESIGNATION -  6919
 JZ3503  PID         -  JZ3503
 JZ3503  STATE/COUNTY-  OH/HAMILTON
 JZ3503  USGS QUAD   -  COVINGTON (1987)
 JZ3503
 JZ3503                         *CURRENT SURVEY CONTROL
 JZ3503  ___________________________________________________________________
 JZ3503* NAD 83(1995)-  39 05 45.71408(N)    084 30 23.00374(W)     ADJUSTED  
 JZ3503* NAVD 88     -       161.347  (meters)     529.35   (feet)  ADJUSTED  
 JZ3503  ___________________________________________________________________
 JZ3503  X           -     474,529.330 (meters)                     COMP
 JZ3503  Y           -  -4,933,943.103 (meters)                     COMP
 JZ3503  Z           -   4,000,676.823 (meters)                     COMP
 JZ3503  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 JZ3503  ELLIP HEIGHT-         127.18  (meters)          (10/07/05) GPS OBS
 JZ3503  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3503  DYNAMIC HT  -         161.245 (meters)     529.02  (feet)  COMP
 JZ3503  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JZ3503
 JZ3503  HORZ ORDER  -  FIRST
 JZ3503  VERT ORDER  -  SECOND    CLASS II
 JZ3503  ELLP ORDER  -  FOURTH    CLASS I
 JZ3503
 JZ3503.The horizontal coordinates were established by GPS observations
 JZ3503.and adjusted by the National Geodetic Survey in April 1998..
 JZ3503
 JZ3503.The orthometric height was determined by differential leveling
 JZ3503.and adjusted by the National Geodetic Survey in March 1993..
 JZ3503
 JZ3503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3503
 JZ3503.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3503
 JZ3503.The ellipsoidal height was determined by GPS observations
 JZ3503.and is referenced to NAD 83.
 JZ3503
 JZ3503.The geoid height was determined by GEOID03.
 JZ3503
 JZ3503.The dynamic height is computed by dividing the NAVD 88
 JZ3503.geopotential number by the normal gravity value computed on the
 JZ3503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3503.degrees latitude (g = 980.6199 gals.).
 JZ3503
 JZ3503.The modeled gravity was interpolated from observed gravity values.
 JZ3503
 JZ3503;                    North         East     Units Scale Factor Converg.
 JZ3503;SPC OH S     -   123,602.113   426,452.064   MT  0.99994850   -1 16 23.1
 JZ3503;SPC KY1Z     - 1,307,353.545 1,607,594.693   MT  1.00013184   +0 45 48.7
 JZ3503;SPC KY1Z     - 4,289,209.09  5,274,250.26   sFT  1.00013184   +0 45 48.7
 JZ3503;SPC KY N     -   177,193.548   477,819.452   MT  1.00002223   -0 09 34.2
 JZ3503;SPC KY N     -   581,342.50  1,567,645.99   sFT  1.00002223   -0 09 34.2
 JZ3503;UTM  16      - 4,330,393.759   715,647.967   MT  1.00017265   +1 34 23.3
 JZ3503
 JZ3503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3503!SPC OH S     -   0.99998005  x   0.99994850  =   0.99992855
 JZ3503!SPC KY1Z     -   0.99998005  x   1.00013184  =   1.00011188
 JZ3503!SPC KY N     -   0.99998005  x   1.00002223  =   1.00000228
 JZ3503!UTM  16      -   0.99998005  x   1.00017265  =   1.00015269
 JZ3503
 JZ3503|---------------------------------------------------------------------|
 JZ3503| PID    Reference Object                     Distance      Geod. Az  |
 JZ3503|                                                           dddmmss.s |
 JZ3503| JZ3504 6920                                312.670 METERS 24844     |
 JZ3503|---------------------------------------------------------------------|
 JZ3503
 JZ3503                          SUPERSEDED SURVEY CONTROL
 JZ3503
 JZ3503  ELLIP H (04/01/98)  127.25   (m)                       GP(       ) 4 1
 JZ3503  NAD 83(1995)-  39 05 45.72059(N)    084 30 23.01091(W) AD(       ) 1
 JZ3503  NAD 83(1986)-  39 05 45.71846(N)    084 30 23.01421(W) AD(       ) 1
 JZ3503  NGVD 29 (06/03/91)  161.517  (m)          529.91   (f) ADJUSTED    2 2
 JZ3503
 JZ3503.Superseded values are not recommended for survey control.
 JZ3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3503.See file dsdata.txt to determine how the superseded data were derived.
 JZ3503
 JZ3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1564830394(NAD 83)
 JZ3503_MARKER: DE = TRAVERSE STATION DISK
 JZ3503_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ3503_SP_SET: SIDEWALK
 JZ3503_STAMPING: 6919 89
 JZ3503_MARK LOGO: OH1610
 JZ3503_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3503+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1990
 JZ3503
 JZ3503  HISTORY     - Date     Condition        Report By
 JZ3503  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3503  HISTORY     - 19900921 GOOD             WOOLPT
 JZ3503  HISTORY     - 19940406 GOOD             WOOLPT
 JZ3503
 JZ3503                          STATION DESCRIPTION
 JZ3503
 JZ3503'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3503'STATION IS LOCATED AT CINCINNATI RIVERFRONT STADIUM IN DOWNTOWN
 JZ3503'CINCINNATI, OHIO.
 JZ3503'TO REACH FROM THE FEDERAL BUILDING AT FIFTH STREET AND MAIN STREET IN
 JZ3503'DOWNTOWN CINCINNATI, GO SOUTH ON MAIN STREET THREE BLOCKS TO THE
 JZ3503'STADIUM. GO TO THE SOUTHEAST CORNER OF THE STADIUM PLAZA LEVEL.
 JZ3503'STATION IS SET FLUSH IN THE CONCRETE SIDEWALK NEAR THE OUTER WALL OF
 JZ3503'THE PLAZA LEVEL. THE STATION IS 5.44 FT (1.66 M) SOUTH OF THE NORTH
 JZ3503'EDGE OF A 12.4 FT (3.8 M) WIDE SIDEWALK AND IS 0.3 FT (0.1 M) WEST OF
 JZ3503'THE PROJECTED WEST EDGE OF A 2.5 FT (0.8 M) SIDEWALK.
 JZ3503
 JZ3503                          STATION RECOVERY (1994)
 JZ3503
 JZ3503'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1994 (MT)
 JZ3503'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3504 ***********************************************************************
 JZ3504  DESIGNATION -  6920
 JZ3504  PID         -  JZ3504
 JZ3504  STATE/COUNTY-  OH/HAMILTON
 JZ3504  USGS QUAD   -  COVINGTON (1987)
 JZ3504
 JZ3504                         *CURRENT SURVEY CONTROL
 JZ3504  ___________________________________________________________________
 JZ3504* NAD 83(1995)-  39 05 42.03767(N)    084 30 35.12965(W)     ADJUSTED  
 JZ3504* NAVD 88     -       161.357  (meters)     529.39   (feet)  ADJUSTED  
 JZ3504  ___________________________________________________________________
 JZ3504  X           -     474,246.116 (meters)                     COMP
 JZ3504  Y           -  -4,934,042.190 (meters)                     COMP
 JZ3504  Z           -   4,000,588.858 (meters)                     COMP
 JZ3504  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 JZ3504  ELLIP HEIGHT-         127.22  (meters)          (10/07/05) GPS OBS
 JZ3504  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3504  DYNAMIC HT  -         161.254 (meters)     529.05  (feet)  COMP
 JZ3504  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JZ3504
 JZ3504  HORZ ORDER  -  FIRST
 JZ3504  VERT ORDER  -  SECOND    CLASS II
 JZ3504  ELLP ORDER  -  FOURTH    CLASS I
 JZ3504
 JZ3504.The horizontal coordinates were established by GPS observations
 JZ3504.and adjusted by the National Geodetic Survey in April 1998..
 JZ3504
 JZ3504.The orthometric height was determined by differential leveling
 JZ3504.and adjusted by the National Geodetic Survey in March 1993..
 JZ3504
 JZ3504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3504
 JZ3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3504
 JZ3504.The ellipsoidal height was determined by GPS observations
 JZ3504.and is referenced to NAD 83.
 JZ3504
 JZ3504.The geoid height was determined by GEOID03.
 JZ3504
 JZ3504.The dynamic height is computed by dividing the NAVD 88
 JZ3504.geopotential number by the normal gravity value computed on the
 JZ3504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3504.degrees latitude (g = 980.6199 gals.).
 JZ3504
 JZ3504.The modeled gravity was interpolated from observed gravity values.
 JZ3504
 JZ3504;                    North         East     Units Scale Factor Converg.
 JZ3504;SPC OH S     -   123,495.252   426,158.238   MT  0.99994859   -1 16 30.8
 JZ3504;SPC KY1Z     - 1,307,236.288 1,607,304.797   MT  1.00013146   +0 45 41.3
 JZ3504;SPC KY1Z     - 4,288,824.39  5,273,299.15   sFT  1.00013146   +0 45 41.3
 JZ3504;SPC KY N     -   177,080.988   477,527.737   MT  1.00002203   -0 09 41.7
 JZ3504;SPC KY N     -   580,973.21  1,566,688.92   sFT  1.00002203   -0 09 41.7
 JZ3504;UTM  16      - 4,330,272.413   715,359.745   MT  1.00017112   +1 34 15.5
 JZ3504
 JZ3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3504!SPC OH S     -   0.99998004  x   0.99994859  =   0.99992863
 JZ3504!SPC KY1Z     -   0.99998004  x   1.00013146  =   1.00011150
 JZ3504!SPC KY N     -   0.99998004  x   1.00002203  =   1.00000207
 JZ3504!UTM  16      -   0.99998004  x   1.00017112  =   1.00015116
 JZ3504
 JZ3504|---------------------------------------------------------------------|
 JZ3504| PID    Reference Object                     Distance      Geod. Az  |
 JZ3504|                                                           dddmmss.s |
 JZ3504| JZ3503 6919                                312.670 METERS 06844     |
 JZ3504|---------------------------------------------------------------------|
 JZ3504
 JZ3504                          SUPERSEDED SURVEY CONTROL
 JZ3504
 JZ3504  ELLIP H (04/01/98)  127.28   (m)                       GP(       ) 4 1
 JZ3504  NAD 83(1995)-  39 05 42.04417(N)    084 30 35.13684(W) AD(       ) 1
 JZ3504  NAD 83(1986)-  39 05 42.04204(N)    084 30 35.14014(W) AD(       ) 1
 JZ3504  NGVD 29 (06/03/91)  161.527  (m)          529.94   (f) ADJUSTED    2 2
 JZ3504
 JZ3504.Superseded values are not recommended for survey control.
 JZ3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3504.See file dsdata.txt to determine how the superseded data were derived.
 JZ3504
 JZ3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1536030272(NAD 83)
 JZ3504_MARKER: DE = TRAVERSE STATION DISK
 JZ3504_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ3504_SP_SET: CONCRETE SIDEWALK ON PLAZA
 JZ3504_STAMPING: 6920 89
 JZ3504_MARK LOGO: OH1610
 JZ3504_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3504+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1990
 JZ3504
 JZ3504  HISTORY     - Date     Condition        Report By
 JZ3504  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3504  HISTORY     - 19900921 GOOD             WOOLPT
 JZ3504
 JZ3504                          STATION DESCRIPTION
 JZ3504
 JZ3504'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3504'STATION IS LOCATED AT CINCINNATI RIVERFRONT STADIUM, IN DOWNTOWN
 JZ3504'CINCINNATI, OHIO.
 JZ3504'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3504'DOWNTOWN CINCINNATI, GO SOUTH ON MAIN STREET THREE BLOCKS TO THE
 JZ3504'STADIUM. GO TO THE SOUTHWEST CORNER OF THE STADIUM PLAZA LEVEL.
 JZ3504'STATION IS SET IN THE CONCRETE SIDEWALK NEXT TO THE OUTER WALL OF THE
 JZ3504'PLAZA LEVEL, 67.96 FT (20.71 M) SOUTHWEST OF THE ARROW NUT ON A FIRE
 JZ3504'HYDRANT, 72.03 FT (21.95 M) SOUTHWEST OF THE WEST FACE OF A STANDPIPE
 JZ3504'AND 44.17 FT (13.46 M) WEST OF THE WEST FACE OF A LIGHT POLE. STATION
 JZ3504'IS 2 FT (0.6 M) AWAY FROM THE OUTER WALL OF THE PLAZA AND IS SET
 JZ3504'FLUSH WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3519 ***********************************************************************
 JZ3519  DESIGNATION -  6921
 JZ3519  PID         -  JZ3519
 JZ3519  STATE/COUNTY-  OH/HAMILTON
 JZ3519  USGS QUAD   -  NEWPORT (1987)
 JZ3519
 JZ3519                         *CURRENT SURVEY CONTROL
 JZ3519  ___________________________________________________________________
 JZ3519* NAD 83(1995)-  39 06 41.50849(N)    084 29 34.60120(W)     ADJUSTED  
 JZ3519* NAVD 88     -       197.0    (meters)     646.     (feet)  VERTCON   
 JZ3519  ___________________________________________________________________
 JZ3519  X           -     475,585.640 (meters)                     COMP
 JZ3519  Y           -  -4,932,778.991 (meters)                     COMP
 JZ3519  Z           -   4,002,034.601 (meters)                     COMP
 JZ3519  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 JZ3519  ELLIP HEIGHT-         162.94  (meters)          (10/07/05) GPS OBS
 JZ3519  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3519
 JZ3519  HORZ ORDER  -  FIRST
 JZ3519  ELLP ORDER  -  FOURTH    CLASS I
 JZ3519
 JZ3519.The horizontal coordinates were established by GPS observations
 JZ3519.and adjusted by the National Geodetic Survey in April 1998..
 JZ3519
 JZ3519.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3519
 JZ3519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3519
 JZ3519.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3519
 JZ3519.The ellipsoidal height was determined by GPS observations
 JZ3519.and is referenced to NAD 83.
 JZ3519
 JZ3519.The geoid height was determined by GEOID03.
 JZ3519
 JZ3519;                    North         East     Units Scale Factor Converg.
 JZ3519;SPC OH S     -   125,296.448   427,652.818   MT  0.99994718   -1 15 52.4
 JZ3519;SPC KY1Z     - 1,309,089.804 1,608,734.691   MT  1.00013766   +0 46 18.4
 JZ3519;SPC KY1Z     - 4,294,905.47  5,277,990.40   sFT  1.00013766   +0 46 18.4
 JZ3519;SPC KY N     -   178,911.028   478,987.141   MT  1.00002523   -0 09 04.1
 JZ3519;SPC KY N     -   586,977.26  1,571,476.98   sFT  1.00002523   -0 09 04.1
 JZ3519;UTM  16      - 4,332,146.032   716,763.353   MT  1.00017859   +1 34 55.7
 JZ3519
 JZ3519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3519!SPC OH S     -   0.99997444  x   0.99994718  =   0.99992162
 JZ3519!SPC KY1Z     -   0.99997444  x   1.00013766  =   1.00011209
 JZ3519!SPC KY N     -   0.99997444  x   1.00002523  =   0.99999967
 JZ3519!UTM  16      -   0.99997444  x   1.00017859  =   1.00015302
 JZ3519
 JZ3519                          SUPERSEDED SURVEY CONTROL
 JZ3519
 JZ3519  ELLIP H (04/01/98)  162.98   (m)                       GP(       ) 4 1
 JZ3519  NAD 83(1995)-  39 06 41.51481(N)    084 29 34.60869(W) AD(       ) 1
 JZ3519  NAD 83(1986)-  39 06 41.51268(N)    084 29 34.61199(W) AD(       ) 1
 JZ3519  NGVD 29 (05/06/92)  197.2    (m)          647.     (f) GPS OBS        
 JZ3519
 JZ3519.Superseded values are not recommended for survey control.
 JZ3519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3519.See file dsdata.txt to determine how the superseded data were derived.
 JZ3519
 JZ3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1676332146(NAD 83)
 JZ3519_MARKER: DE = TRAVERSE STATION DISK
 JZ3519_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3519_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3519_STAMPING: 6921 89
 JZ3519_MARK LOGO: OH1610
 JZ3519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3519+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1990
 JZ3519
 JZ3519  HISTORY     - Date     Condition        Report By
 JZ3519  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3519  HISTORY     - 19900412 GOOD
 JZ3519
 JZ3519                          STATION DESCRIPTION
 JZ3519
 JZ3519'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3519'STATION IS LOCATED AT THE EDEN PARK BALLFIELDS ON MARTIN DRIVE
 JZ3519'BETWEENPARKSIDE PLACE AND CLIFF DRIVE, IN CINCINNATI, OHIO TO REACH
 JZ3519'FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3519'CINCINNATI, GO EAST ON E. 5TH STREET 0.9 MI, EXIT ON TO MARTIN DRIVE
 JZ3519'AND CONTINUE EASTWARDLY 0.5 MI (0.8 KM) EDEN PARK IS LOCATED ON THE
 JZ3519'NORTH SIDE OF MARTIN DRIVE GPS MARK IS SET FLUSH WITH THE TOP OF THE
 JZ3519'GROUND 10.20 FT (3.11 M) SOUTHWEST OF THE NORTHEAST CORNER OF A
 JZ3519'CONCRETE DRIVE APRON, 7.97 FT (2.43 M) NORTH OF THE NORTH LINE OF A
 JZ3519'BLACK TOP PARKING LOT, 78.90 FT (24.05 M) NORTHWEST OF THE NORTHEAST
 JZ3519'CORNER OF A BLACKTOP PARKING LOT.
 JZ3519
 JZ3519                          STATION RECOVERY (1990)
 JZ3519
 JZ3519'RECOVERED 1990
 JZ3519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3468 ***********************************************************************
 JZ3468  DESIGNATION -  6923
 JZ3468  PID         -  JZ3468
 JZ3468  STATE/COUNTY-  OH/HAMILTON
 JZ3468  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3468
 JZ3468                         *CURRENT SURVEY CONTROL
 JZ3468  ___________________________________________________________________
 JZ3468* NAD 83(1995)-  39 08 12.79177(N)    084 30 24.15409(W)     ADJUSTED  
 JZ3468* NAVD 88     -       221.342  (meters)     726.19   (feet)  ADJUSTED  
 JZ3468  ___________________________________________________________________
 JZ3468  X           -     474,232.335 (meters)                     COMP
 JZ3468  Y           -  -4,931,143.673 (meters)                     COMP
 JZ3468  Z           -   4,004,233.818 (meters)                     COMP
 JZ3468  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 JZ3468  ELLIP HEIGHT-         187.22  (meters)          (10/07/05) GPS OBS
 JZ3468  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3468  DYNAMIC HT  -         221.203 (meters)     725.73  (feet)  COMP
 JZ3468  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 JZ3468
 JZ3468  HORZ ORDER  -  FIRST
 JZ3468  VERT ORDER  -  SECOND    CLASS II
 JZ3468  ELLP ORDER  -  FOURTH    CLASS I
 JZ3468
 JZ3468.The horizontal coordinates were established by GPS observations
 JZ3468.and adjusted by the National Geodetic Survey in April 1998..
 JZ3468
 JZ3468.The orthometric height was determined by differential leveling
 JZ3468.and adjusted by the National Geodetic Survey in March 1993..
 JZ3468
 JZ3468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3468
 JZ3468.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3468
 JZ3468.The ellipsoidal height was determined by GPS observations
 JZ3468.and is referenced to NAD 83.
 JZ3468
 JZ3468.The geoid height was determined by GEOID03.
 JZ3468
 JZ3468.The dynamic height is computed by dividing the NAVD 88
 JZ3468.geopotential number by the normal gravity value computed on the
 JZ3468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3468.degrees latitude (g = 980.6199 gals.).
 JZ3468
 JZ3468.The modeled gravity was interpolated from observed gravity values.
 JZ3468
 JZ3468;                    North         East     Units Scale Factor Converg.
 JZ3468;SPC OH S     -   128,136.984   426,525.211   MT  0.99994519   -1 16 23.9
 JZ3468;SPC KY1Z     - 1,311,889.025 1,607,506.615   MT  1.00014735   +0 45 48.0
 JZ3468;SPC KY1Z     - 4,304,089.24  5,273,961.29   sFT  1.00014735   +0 45 48.0
 JZ3468;SPC KY N     -   181,729.345   477,804.450   MT  1.00003031   -0 09 34.9
 JZ3468;SPC KY N     -   596,223.69  1,567,596.77   sFT  1.00003031   -0 09 34.9
 JZ3468;UTM  16      - 4,334,927.689   715,495.753   MT  1.00017183   +1 34 27.5
 JZ3468
 JZ3468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3468!SPC OH S     -   0.99997063  x   0.99994519  =   0.99991582
 JZ3468!SPC KY1Z     -   0.99997063  x   1.00014735  =   1.00011797
 JZ3468!SPC KY N     -   0.99997063  x   1.00003031  =   1.00000094
 JZ3468!UTM  16      -   0.99997063  x   1.00017183  =   1.00014245
 JZ3468
 JZ3468                          SUPERSEDED SURVEY CONTROL
 JZ3468
 JZ3468  ELLIP H (04/01/98)  187.27   (m)                       GP(       ) 4 1
 JZ3468  NAD 83(1995)-  39 08 12.79814(N)    084 30 24.16141(W) AD(       ) 1
 JZ3468  NAD 83(1986)-  39 08 12.79607(N)    084 30 24.16470(W) AD(       ) 1
 JZ3468  NGVD 29 (08/25/92)  221.521  (m)          726.77   (f) ADJUSTED    2 2
 JZ3468
 JZ3468.Superseded values are not recommended for survey control.
 JZ3468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3468.See file dsdata.txt to determine how the superseded data were derived.
 JZ3468
 JZ3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1549634928(NAD 83)
 JZ3468_MARKER: DE = TRAVERSE STATION DISK
 JZ3468_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3468_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3468_STAMPING: 6923 89
 JZ3468_MARK LOGO: OH1610
 JZ3468_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3468+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1991
 JZ3468
 JZ3468  HISTORY     - Date     Condition        Report By
 JZ3468  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3468  HISTORY     - 19900420 GOOD             WOOLPT
 JZ3468  HISTORY     - 19911209 GOOD             WOOLPT
 JZ3468
 JZ3468                          STATION DESCRIPTION
 JZ3468
 JZ3468'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3468'STATION IS LOCATED AT THE CORRYVILLE COMMUNITY CENTER WHICH IS NORTH
 JZ3468'OF MARTIN LUTHER KING BETWEEN VINE STREET AND EDEN AVENUE AT THE WEST
 JZ3468'END OF GOODMAN AVENUE, IN CINCINNATI, OHIO.
 JZ3468'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3468'DOWNTOWN CINCINNATI, GO NORTH OF MAIN STREET 0.60 MI (0.97 KM) AND
 JZ3468'THEN WEST ON LIBERTYSTREET 0.20 MI (0.32 KM) AND TURN RIGHT ONTO VINE
 JZ3468'STREET AND PROCEED NORTH FOR 1.20 MI (1.93 KM) AND TURN RIGHT ON
 JZ3468'MARTIN LUTHER KING AND GO EAST FOR 0.40 MI (0.64 KM) TO HIGHLAND
 JZ3468'AVENUE.  GO NORTH ON HIGHLAND AVENUE FOR 0.70 MI (1.13 KM) TO GOODMAN
 JZ3468'AVENUE, TURN LEFT ON GOODMAN FOR 0.20 MI (0.32 KM) AND CORREYVILLE
 JZ3468'COMMUNITY CENTER WILL BE LOCATED ON THE SOUTH SIDE OF GOODMAN AVENUE.
 JZ3468'GPS MARK IS SET FLUSH WITH THE TOP OF THE GROUND 24.50 FT (7.47 M)
 JZ3468'WEST OF A 12 FT (3.7 M) CHAINLINK FENCE ON THE WEST SIDE OF A BLACKTOP
 JZ3468'PARKING LOT, SAID POINT IS 39.20 FT (11.95 M) SOUTHWEST OF A
 JZ3468'FENCEPOST AT THE NORTH END OF SAID FENCE AND AT THE NORTHWEST CORNER
 JZ3468'OF SAID PARKING LOT.
 JZ3468
 JZ3468                          STATION RECOVERY (1991)
 JZ3468
 JZ3468'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3577 ***********************************************************************
 JZ3577  DESIGNATION -  6924
 JZ3577  PID         -  JZ3577
 JZ3577  STATE/COUNTY-  OH/HAMILTON
 JZ3577  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3577
 JZ3577                         *CURRENT SURVEY CONTROL
 JZ3577  ___________________________________________________________________
 JZ3577* NAD 83(1986)-  39 08 10.     (N)    084 30 28.     (W)     SCALED    
 JZ3577* NAVD 88     -       221.060  (meters)     725.26   (feet)  ADJUSTED  
 JZ3577  ___________________________________________________________________
 JZ3577  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3577  DYNAMIC HT  -         220.921 (meters)     724.80  (feet)  COMP
 JZ3577  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 JZ3577
 JZ3577  VERT ORDER  -  SECOND    CLASS II
 JZ3577
 JZ3577.The horizontal coordinates were scaled from a topographic map and have
 JZ3577.an estimated accuracy of +/- 6 seconds.
 JZ3577
 JZ3577.The orthometric height was determined by differential leveling
 JZ3577.and adjusted by the National Geodetic Survey in March 1993..
 JZ3577
 JZ3577.The geoid height was determined by GEOID03.
 JZ3577
 JZ3577.The dynamic height is computed by dividing the NAVD 88
 JZ3577.geopotential number by the normal gravity value computed on the
 JZ3577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3577.degrees latitude (g = 980.6199 gals.).
 JZ3577
 JZ3577.The modeled gravity was interpolated from observed gravity values.
 JZ3577
 JZ3577;                    North         East    Units  Estimated Accuracy
 JZ3577;SPC OH S     -   128,050.      426,430.      MT  (+/- 180 meters Scaled)
 JZ3577
 JZ3577                          SUPERSEDED SURVEY CONTROL
 JZ3577
 JZ3577  NGVD 29 (08/25/92)  221.238  (m)          725.85   (f) ADJUSTED    2 2
 JZ3577
 JZ3577.Superseded values are not recommended for survey control.
 JZ3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3577.See file dsdata.txt to determine how the superseded data were derived.
 JZ3577
 JZ3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ154348(NAD 83)
 JZ3577_MARKER: DE = TRAVERSE STATION DISK
 JZ3577_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3577_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3577_STAMPING: 6924
 JZ3577_MARK LOGO: OH1610
 JZ3577_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3577+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1991
 JZ3577
 JZ3577  HISTORY     - Date     Condition        Report By
 JZ3577  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3577  HISTORY     - 19911209 GOOD             WOOLPT
 JZ3577
 JZ3577                          STATION DESCRIPTION
 JZ3577
 JZ3577'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3577'STATION 6924 IS LOCATED NORTH OF MARTIN LUTHER KING BOULEVARD BETWEEN
 JZ3577'VINE STREET AND EDEN AVENUE AT THE WEST END OF GOODMAN AVENUE IN THE
 JZ3577'CORRYVILLE COMMUNITY CENTER, IN THE SUBURB OF CORRYVILLE, IN
 JZ3577'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3577'53.8 FT NORTHWEST OF A FENCE POST THAT JOINS A 6 FT CHAIN LINK FENCE
 JZ3577'AND A 12 FT CHAIN LINK FENCE THAT TOGETHER MAKE UP THE BACKSTOP FOR A
 JZ3577'BALLFIELD THAT IS SOUTH OF THE CORRYVILLE RECREATION CENTER, 53.1 FT
 JZ3577'EAST OF THE EAST CURB TO THE ASPHALT DRIVE THAT RUNS BETWEEN THE U.C.
 JZ3577'NURSING HOME AND SAID CORRYVILLE RECREATION CENTER, 49.3 FT NORTHWEST
 JZ3577'OF THE NORTH FENCE POST OF SAID 6 FT CHAIN LINK FENCE, AND IN LINE
 JZ3577'WITH THE SOUTH LINE PRODUCED WEST OF SAID CORRYVILLE RECREATION
 JZ3577'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3546 ***********************************************************************
 JZ3546  DESIGNATION -  6925
 JZ3546  PID         -  JZ3546
 JZ3546  STATE/COUNTY-  OH/HAMILTON
 JZ3546  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3546
 JZ3546                         *CURRENT SURVEY CONTROL
 JZ3546  ___________________________________________________________________
 JZ3546* NAD 83(1995)-  39 07 57.74896(N)    084 31 33.22854(W)     ADJUSTED  
 JZ3546* NAVD 88     -       202.330  (meters)     663.81   (feet)  ADJUSTED  
 JZ3546  ___________________________________________________________________
 JZ3546  X           -     472,607.481 (meters)                     COMP
 JZ3546  Y           -  -4,931,578.998 (meters)                     COMP
 JZ3546  Z           -   4,003,861.990 (meters)                     COMP
 JZ3546  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 JZ3546  ELLIP HEIGHT-         168.22  (meters)          (10/07/05) GPS OBS
 JZ3546  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3546  DYNAMIC HT  -         202.203 (meters)     663.39  (feet)  COMP
 JZ3546  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 JZ3546
 JZ3546  HORZ ORDER  -  FIRST
 JZ3546  VERT ORDER  -  SECOND    CLASS II
 JZ3546  ELLP ORDER  -  FOURTH    CLASS I
 JZ3546
 JZ3546.The horizontal coordinates were established by GPS observations
 JZ3546.and adjusted by the National Geodetic Survey in April 1998..
 JZ3546
 JZ3546.The orthometric height was determined by differential leveling
 JZ3546.and adjusted by the National Geodetic Survey in March 1993..
 JZ3546
 JZ3546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3546
 JZ3546.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3546
 JZ3546.The ellipsoidal height was determined by GPS observations
 JZ3546.and is referenced to NAD 83.
 JZ3546
 JZ3546.The geoid height was determined by GEOID03.
 JZ3546
 JZ3546.The dynamic height is computed by dividing the NAVD 88
 JZ3546.geopotential number by the normal gravity value computed on the
 JZ3546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3546.degrees latitude (g = 980.6199 gals.).
 JZ3546
 JZ3546.The modeled gravity was interpolated from observed gravity values.
 JZ3546
 JZ3546;                    North         East     Units Scale Factor Converg.
 JZ3546;SPC OH S     -   127,710.269   424,856.386   MT  0.99994550   -1 17 07.7
 JZ3546;SPC KY1Z     - 1,311,403.169 1,605,853.678   MT  1.00014574   +0 45 05.6
 JZ3546;SPC KY1Z     - 4,302,495.23  5,268,538.28   sFT  1.00014574   +0 45 05.6
 JZ3546;SPC KY N     -   181,270.234   476,144.093   MT  1.00002946   -0 10 17.9
 JZ3546;SPC KY N     -   594,717.43  1,562,149.41   sFT  1.00002946   -0 10 17.9
 JZ3546;UTM  16      - 4,334,418.482   713,849.822   MT  1.00016313   +1 33 43.4
 JZ3546
 JZ3546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3546!SPC OH S     -   0.99997361  x   0.99994550  =   0.99991911
 JZ3546!SPC KY1Z     -   0.99997361  x   1.00014574  =   1.00011934
 JZ3546!SPC KY N     -   0.99997361  x   1.00002946  =   1.00000307
 JZ3546!UTM  16      -   0.99997361  x   1.00016313  =   1.00013673
 JZ3546
 JZ3546                          SUPERSEDED SURVEY CONTROL
 JZ3546
 JZ3546  ELLIP H (04/01/98)  168.26   (m)                       GP(       ) 4 1
 JZ3546  NAD 83(1995)-  39 07 57.75534(N)    084 31 33.23584(W) AD(       ) 1
 JZ3546  NAD 83(1986)-  39 07 57.75330(N)    084 31 33.23914(W) AD(       ) 1
 JZ3546  NGVD 29 (08/25/92)  202.507  (m)          664.39   (f) ADJUSTED    2 2
 JZ3546
 JZ3546.Superseded values are not recommended for survey control.
 JZ3546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3546.See file dsdata.txt to determine how the superseded data were derived.
 JZ3546
 JZ3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1385034418(NAD 83)
 JZ3546_MARKER: DE = TRAVERSE STATION DISK
 JZ3546_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3546_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3546_STAMPING: 6925 89
 JZ3546_MARK LOGO: OH1610
 JZ3546_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3546+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1991
 JZ3546
 JZ3546  HISTORY     - Date     Condition        Report By
 JZ3546  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3546  HISTORY     - 19911207 GOOD             WOOLPT
 JZ3546
 JZ3546                          STATION DESCRIPTION
 JZ3546
 JZ3546'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3546'PARK IS LOCATED ON MARSHALL AVENUE JUST NORTH OF MCMICKEN AVENUE, IN
 JZ3546'CINCINNATI, OHIO. TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND
 JZ3546'MAIN STREETS IN DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET 0.20 MI,
 JZ3546'TURN LEFT ON VINE AND PROCEED NORTH FOR 1.90 MI, TURN LEFT ON
 JZ3546'MCMILLAN STREET FOR 0.50 MI (0.80 KM) TO CLIFTON AVENUE, THEN GO
 JZ3546'NORTH ON CLIFTON AVENUE FOR 0.10 MI (0.16 KM) TO STRAIGH STREET, TURN
 JZ3546'LEFT ON STRAIGHT STREET FOR 0.50 MI, TURN RIGHT ON MCMICKEN AVE. FOR
 JZ3546'0.10 MI (0.16 KM) TO MARSHALL AVENUE, TURN RIGHT ON MARSHALL FOR 0.20
 JZ3546'MI, COY FIELD IS LOCATED ON THE EAST SIDE OF MARSHALL AVENUE. STATION
 JZ3546'IS SET FLUSH WITH THE TOP OF THE GROUND AND LOCATED NORTHEAST 65.30
 JZ3546'FT (19.90 M) FROM THE NORTHWEST CORNER OF A ONE STORY BRICK BUILDING,
 JZ3546'71.90 FT (21.92 M) NORTHWEST OF THE NORTHEAST CORNER OF SAID BUILDING
 JZ3546'AND 53.20 FT (16.22 M) WEST OF THE NORTHWEST CORNER OF A THE BACKSTOP
 JZ3546'FOR BALLFIELD NO. 1.
 JZ3546
 JZ3546                          STATION RECOVERY (1991)
 JZ3546
 JZ3546'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3546'STATION 6925 IS LOCATED AT COY FIELDS, ON MARSHALL AVENUE, JUST NORTH
 JZ3546'OF MCMICKEN AVENUE, IN THE SUBURB OF CLIFTON, IN CINCINNATI OHIO.
 JZ3546'THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING 71.9 FT NORTHWEST
 JZ3546'OF THE NORTHEAST CORNER OF A 1 STORY BRICK BUILDING LOCATED BETWEEN
 JZ3546'BALLFIELD NO. 1 AND A SWIMMING POOL, 65.3 FT NORTHEAST OF THE
 JZ3546'NORTHWEST CORNER OF SAID ONE STORY BRICK BUILDING AND 53.2 FT WEST OF
 JZ3546'THE NORTH POST OF A 12 FT CHAIN LINK FENCE THAT ENCLOSES SAID
 JZ3546'BALLFIELD NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3575 ***********************************************************************
 JZ3575  DESIGNATION -  6926
 JZ3575  PID         -  JZ3575
 JZ3575  STATE/COUNTY-  OH/HAMILTON
 JZ3575  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3575
 JZ3575                         *CURRENT SURVEY CONTROL
 JZ3575  ___________________________________________________________________
 JZ3575* NAD 83(1986)-  39 07 59.     (N)    084 31 40.     (W)     SCALED    
 JZ3575* NAVD 88     -       195.624  (meters)     641.81   (feet)  ADJUSTED  
 JZ3575  ___________________________________________________________________
 JZ3575  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3575  DYNAMIC HT  -         195.501 (meters)     641.41  (feet)  COMP
 JZ3575  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JZ3575
 JZ3575  VERT ORDER  -  SECOND    CLASS II
 JZ3575
 JZ3575.The horizontal coordinates were scaled from a topographic map and have
 JZ3575.an estimated accuracy of +/- 6 seconds.
 JZ3575
 JZ3575.The orthometric height was determined by differential leveling
 JZ3575.and adjusted by the National Geodetic Survey in March 1993..
 JZ3575
 JZ3575.The geoid height was determined by GEOID03.
 JZ3575
 JZ3575.The dynamic height is computed by dividing the NAVD 88
 JZ3575.geopotential number by the normal gravity value computed on the
 JZ3575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3575.degrees latitude (g = 980.6199 gals.).
 JZ3575
 JZ3575.The modeled gravity was interpolated from observed gravity values.
 JZ3575
 JZ3575;                    North         East    Units  Estimated Accuracy
 JZ3575;SPC OH S     -   127,750.      424,700.      MT  (+/- 180 meters Scaled)
 JZ3575
 JZ3575                          SUPERSEDED SURVEY CONTROL
 JZ3575
 JZ3575  NGVD 29 (08/25/92)  195.802  (m)          642.39   (f) ADJUSTED    2 2
 JZ3575
 JZ3575.Superseded values are not recommended for survey control.
 JZ3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3575.See file dsdata.txt to determine how the superseded data were derived.
 JZ3575
 JZ3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ136344(NAD 83)
 JZ3575_MARKER: DZ = AZIMUTH MARK DISK
 JZ3575_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3575_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3575_STAMPING: 6926 89
 JZ3575_MARK LOGO: OH1610
 JZ3575_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3575+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1991
 JZ3575
 JZ3575  HISTORY     - Date     Condition        Report By
 JZ3575  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3575  HISTORY     - 19911208 GOOD             WOOLPT
 JZ3575
 JZ3575                          STATION DESCRIPTION
 JZ3575
 JZ3575'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3575'STATION 6926 IS LOCATED AT COY FIELDS, ON MARSHALL AVENUE JUST NORTH
 JZ3575'OF MCMICKEN AVENUE, IN THE SUBURB OF CLIFTON, IN CINCINNATI OHIO.
 JZ3575'THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING 19.7 FT SOUTHEAST
 JZ3575'OF THE SOUTH CURB OF SAID MARSHALL AVENUE WITH THE DISTANCE BEING A
 JZ3575'RIGHT ANGLE DISTANCE, 19.1 FT NORTHWEST OF A WOOD GATE POST LOCATED
 JZ3575'ON THE SOUTH SIDE OF AN ASPHALT ENTRANCE DRIVE, 5.6 FT NORTHWEST OF A
 JZ3575'WOOD GATE POST LOCATED ON THE NORTH SIDE OF SAID ASPHALT ENTRANCE
 JZ3575'DRIVE, AND 1.5 FT NORTH THE THE NORTH CURB OF SAID ASPHALT ENTRANCE
 JZ3575'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3465 ***********************************************************************
 JZ3465  DESIGNATION -  6927
 JZ3465  PID         -  JZ3465
 JZ3465  STATE/COUNTY-  OH/HAMILTON
 JZ3465  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3465
 JZ3465                         *CURRENT SURVEY CONTROL
 JZ3465  ___________________________________________________________________
 JZ3465* NAD 83(1986)-  39 09 18.     (N)    084 29 26.     (W)     SCALED    
 JZ3465* NAVD 88     -       218.574  (meters)     717.10   (feet)  ADJUSTED  
 JZ3465  ___________________________________________________________________
 JZ3465  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3465  DYNAMIC HT  -         218.437 (meters)     716.66  (feet)  COMP
 JZ3465  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 JZ3465
 JZ3465  VERT ORDER  -  SECOND    CLASS II
 JZ3465
 JZ3465.The horizontal coordinates were scaled from a topographic map and have
 JZ3465.an estimated accuracy of +/- 6 seconds.
 JZ3465
 JZ3465.The orthometric height was determined by differential leveling
 JZ3465.and adjusted by the National Geodetic Survey in March 1993..
 JZ3465
 JZ3465.The geoid height was determined by GEOID03.
 JZ3465
 JZ3465.The dynamic height is computed by dividing the NAVD 88
 JZ3465.geopotential number by the normal gravity value computed on the
 JZ3465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3465.degrees latitude (g = 980.6199 gals.).
 JZ3465
 JZ3465.The modeled gravity was interpolated from observed gravity values.
 JZ3465
 JZ3465;                    North         East    Units  Estimated Accuracy
 JZ3465;SPC OH S     -   130,120.      427,970.      MT  (+/- 180 meters Scaled)
 JZ3465
 JZ3465                          SUPERSEDED SURVEY CONTROL
 JZ3465
 JZ3465  NGVD 29 (06/03/91)  218.757  (m)          717.71   (f) ADJUSTED    2 2
 JZ3465
 JZ3465.Superseded values are not recommended for survey control.
 JZ3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3465.See file dsdata.txt to determine how the superseded data were derived.
 JZ3465
 JZ3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ168369(NAD 83)
 JZ3465_MARKER: DE = TRAVERSE STATION DISK
 JZ3465_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3465_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3465_STAMPING: 6927
 JZ3465_MARK LOGO: OH1610
 JZ3465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3465
 JZ3465  HISTORY     - Date     Condition        Report By
 JZ3465  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3465  HISTORY     - 19900420 GOOD             WOOLPT
 JZ3465
 JZ3465                          STATION DESCRIPTION
 JZ3465
 JZ3465'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3465'NORTH AVONDALE SCHOOL IS LOCATED ON CLINTON SPRINGS, WEST OF READING
 JZ3465'ROAD, NORTH OF NORTH CRESCENT AVENUE, IN CINCINNATI, OHIO.
 JZ3465'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3465'DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET 0.20 MI (0.32 KM) AND
 JZ3465'TURN LEFT ON BROADWAY STREET AND HEAD NORTH FOR 0.40 MI (0.64 KM) TO
 JZ3465'READING ROAD.  TURN RIGHT ON READING ROAD AND GO NORTHEAST FOR 3.50
 JZ3465'MI (5.63 KM) TO NORTH CRESCENT AVENUE.  TURN LEFT ON NORTH CRESCENT
 JZ3465'AVE.  AND GO WEST 0.3 MI (0.5 KM) TO NORTH AVONDALE SCHOOL BALLFIELD
 JZ3465'AND TENNIS COURTS WHICH WILL BE ON THE NORTH SIDE OF THE ROAD.
 JZ3465'STATION IS SET FLUSH WITH THE TOP OF THE GROUND AND LOCATED 16 FT
 JZ3465'(4.9 M) NORTH OF THE NORTH CURB LINE OF NORTH CRESCENT AVENUE, 120.3
 JZ3465'FT (36.7 M) EAST OF THE SOUTHEAST CORNERPOST OF THE CHAINLINK FENCE
 JZ3465'AROUND THE TENNIS COURTS AND 76.4 FT (23.3 M) SOUTHEAST OF A DRINKING
 JZ3465'FOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3464 ***********************************************************************
 JZ3464  DESIGNATION -  6928
 JZ3464  PID         -  JZ3464
 JZ3464  STATE/COUNTY-  OH/HAMILTON
 JZ3464  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3464
 JZ3464                         *CURRENT SURVEY CONTROL
 JZ3464  ___________________________________________________________________
 JZ3464* NAD 83(1995)-  39 09 23.00399(N)    084 29 26.33305(W)     ADJUSTED  
 JZ3464* NAVD 88     -       214.128  (meters)     702.52   (feet)  ADJUSTED  
 JZ3464  ___________________________________________________________________
 JZ3464  X           -     475,482.853 (meters)                     COMP
 JZ3464  Y           -  -4,929,644.261 (meters)                     COMP
 JZ3464  Z           -   4,005,908.474 (meters)                     COMP
 JZ3464  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 JZ3464  ELLIP HEIGHT-         179.93  (meters)          (10/07/05) GPS OBS
 JZ3464  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3464  DYNAMIC HT  -         213.994 (meters)     702.08  (feet)  COMP
 JZ3464  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JZ3464
 JZ3464  HORZ ORDER  -  FIRST
 JZ3464  VERT ORDER  -  SECOND    CLASS II
 JZ3464  ELLP ORDER  -  FOURTH    CLASS I
 JZ3464
 JZ3464.The horizontal coordinates were established by GPS observations
 JZ3464.and adjusted by the National Geodetic Survey in April 1998..
 JZ3464
 JZ3464.The orthometric height was determined by differential leveling
 JZ3464.and adjusted by the National Geodetic Survey in March 1993..
 JZ3464
 JZ3464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3464
 JZ3464.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3464
 JZ3464.The ellipsoidal height was determined by GPS observations
 JZ3464.and is referenced to NAD 83.
 JZ3464
 JZ3464.The geoid height was determined by GEOID03.
 JZ3464
 JZ3464.The dynamic height is computed by dividing the NAVD 88
 JZ3464.geopotential number by the normal gravity value computed on the
 JZ3464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3464.degrees latitude (g = 980.6199 gals.).
 JZ3464
 JZ3464.The modeled gravity was interpolated from observed gravity values.
 JZ3464
 JZ3464;                    North         East     Units Scale Factor Converg.
 JZ3464;SPC OH S     -   130,270.839   427,961.178   MT  0.99994378   -1 15 47.2
 JZ3464;SPC KY1Z     - 1,314,073.011 1,608,866.128   MT  1.00015493   +0 46 23.5
 JZ3464;SPC KY1Z     - 4,311,254.54  5,278,421.62   sFT  1.00015493   +0 46 23.5
 JZ3464;SPC KY N     -   183,890.891   479,198.801   MT  1.00003435   -0 08 58.9
 JZ3464;SPC KY N     -   603,315.36  1,572,171.40   sFT  1.00003435   -0 08 58.9
 JZ3464;UTM  16      - 4,337,130.762   716,824.233   MT  1.00017890   +1 35 06.4
 JZ3464
 JZ3464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3464!SPC OH S     -   0.99997177  x   0.99994378  =   0.99991555
 JZ3464!SPC KY1Z     -   0.99997177  x   1.00015493  =   1.00012670
 JZ3464!SPC KY N     -   0.99997177  x   1.00003435  =   1.00000612
 JZ3464!UTM  16      -   0.99997177  x   1.00017890  =   1.00015067
 JZ3464
 JZ3464                          SUPERSEDED SURVEY CONTROL
 JZ3464
 JZ3464  ELLIP H (04/01/98)  179.98   (m)                       GP(       ) 4 1
 JZ3464  NAD 83(1995)-  39 09 23.01032(N)    084 29 26.34049(W) AD(       ) 1
 JZ3464  NAD 83(1986)-  39 09 23.00824(N)    084 29 26.34378(W) AD(       ) 1
 JZ3464  NGVD 29 (06/03/91)  214.311  (m)          703.12   (f) ADJUSTED    2 2
 JZ3464
 JZ3464.Superseded values are not recommended for survey control.
 JZ3464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3464.See file dsdata.txt to determine how the superseded data were derived.
 JZ3464
 JZ3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1682437131(NAD 83)
 JZ3464_MARKER: DE = TRAVERSE STATION DISK
 JZ3464_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3464_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3464_STAMPING: 6928 89
 JZ3464_MARK LOGO: OH1610
 JZ3464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3464+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1990
 JZ3464
 JZ3464  HISTORY     - Date     Condition        Report By
 JZ3464  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3464  HISTORY     - 19900420 GOOD             WOOLPT
 JZ3464
 JZ3464                          STATION DESCRIPTION
 JZ3464
 JZ3464'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3464'NORTH AVONDALE SCHOOL IS LOCATED ON CLINTON SPRINGS, WEST OF READING
 JZ3464'ROAD, NORTH OF NORTH CRESCENT AVENUE, IN CINCINNATI, OHIO.
 JZ3464'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3464'DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET 0.20 MI (0.32 KM) AND
 JZ3464'TURN LEFT ON BROADWAY STREET AND HEAD NORTH FOR 0.40 MI (0.64 KM) TO
 JZ3464'READING ROAD.  TURN RIGHT ON READING ROAD AND GO NORTHEAST FOR 3.60
 JZ3464'MI (5.79 KM) TO CLINTON SPRINGS AVENUE.  TURN LEFT ON CLINTON SPRINGS
 JZ3464'AND GO WEST 0.4 MI (0.6 KM) TO NORTH AVONDALE SCHOOL WHICH WILL BE ON
 JZ3464'THE SOUTH SIDE OF CLINTON SPRINGS.
 JZ3464'STATION IS SET FLUSH WITH THE TOP OF THE GROUND AND LOCATED 59.00 FT
 JZ3464'(17.98 M) SOUTH OF THE SOUTH CURB LINE OF CLINTON SPRINGS AVENUE,
 JZ3464'54.98 FT (16.76 M) SOUTHEAST OF A FENCEPOST AT THE NORTH END OF A 3.5
 JZ3464'FT (1.1 M) CHAINLINK FENCE, 17.70 FT (5.39 M) EAST OF A FENCEPOST AT
 JZ3464'THE EAST END OF A 12.00 FT (3.66 M) CHAINLINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3463 ***********************************************************************
 JZ3463  DESIGNATION -  6929
 JZ3463  PID         -  JZ3463
 JZ3463  STATE/COUNTY-  OH/HAMILTON
 JZ3463  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3463
 JZ3463                         *CURRENT SURVEY CONTROL
 JZ3463  ___________________________________________________________________
 JZ3463* NAD 83(1995)-  39 09 39.66201(N)    084 28 20.79978(W)     ADJUSTED  
 JZ3463* NAVD 88     -       167.541  (meters)     549.67   (feet)  ADJUSTED  
 JZ3463  ___________________________________________________________________
 JZ3463  X           -     477,014.328 (meters)                     COMP
 JZ3463  Y           -  -4,929,134.180 (meters)                     COMP
 JZ3463  Z           -   4,006,277.462 (meters)                     COMP
 JZ3463  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 JZ3463  ELLIP HEIGHT-         133.45  (meters)          (10/07/05) GPS OBS
 JZ3463  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3463  DYNAMIC HT  -         167.436 (meters)     549.33  (feet)  COMP
 JZ3463  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 JZ3463
 JZ3463  HORZ ORDER  -  FIRST
 JZ3463  VERT ORDER  -  SECOND    CLASS II
 JZ3463  ELLP ORDER  -  FOURTH    CLASS I
 JZ3463
 JZ3463.The horizontal coordinates were established by GPS observations
 JZ3463.and adjusted by the National Geodetic Survey in April 1998..
 JZ3463
 JZ3463.The orthometric height was determined by differential leveling
 JZ3463.and adjusted by the National Geodetic Survey in March 1993..
 JZ3463
 JZ3463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3463
 JZ3463.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3463
 JZ3463.The ellipsoidal height was determined by GPS observations
 JZ3463.and is referenced to NAD 83.
 JZ3463
 JZ3463.The geoid height was determined by GEOID03.
 JZ3463
 JZ3463.The dynamic height is computed by dividing the NAVD 88
 JZ3463.geopotential number by the normal gravity value computed on the
 JZ3463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3463.degrees latitude (g = 980.6199 gals.).
 JZ3463
 JZ3463.The modeled gravity was interpolated from observed gravity values.
 JZ3463
 JZ3463;                    North         East     Units Scale Factor Converg.
 JZ3463;SPC OH S     -   130,749.871   429,545.373   MT  0.99994347   -1 15 05.6
 JZ3463;SPC KY1Z     - 1,314,608.140 1,610,432.636   MT  1.00015675   +0 47 03.7
 JZ3463;SPC KY1Z     - 4,313,010.21  5,283,561.07   sFT  1.00015675   +0 47 03.7
 JZ3463;SPC KY N     -   184,400.660   480,773.533   MT  1.00003533   -0 08 18.2
 JZ3463;SPC KY N     -   604,987.83  1,577,337.83   sFT  1.00003533   -0 08 18.2
 JZ3463;UTM  16      - 4,337,688.057   718,383.040   MT  1.00018726   +1 35 48.4
 JZ3463
 JZ3463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3463!SPC OH S     -   0.99997906  x   0.99994347  =   0.99992253
 JZ3463!SPC KY1Z     -   0.99997906  x   1.00015675  =   1.00013581
 JZ3463!SPC KY N     -   0.99997906  x   1.00003533  =   1.00001439
 JZ3463!UTM  16      -   0.99997906  x   1.00018726  =   1.00016632
 JZ3463
 JZ3463                          SUPERSEDED SURVEY CONTROL
 JZ3463
 JZ3463  ELLIP H (04/01/98)  133.49   (m)                       GP(       ) 4 1
 JZ3463  NAD 83(1995)-  39 09 39.66819(N)    084 28 20.80727(W) AD(       ) 1
 JZ3463  NAD 83(1986)-  39 09 39.66590(N)    084 28 20.81055(W) AD(       ) 1
 JZ3463  NGVD 29 (08/25/92)  167.722  (m)          550.27   (f) ADJUSTED    2 2
 JZ3463
 JZ3463.Superseded values are not recommended for survey control.
 JZ3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3463.See file dsdata.txt to determine how the superseded data were derived.
 JZ3463
 JZ3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1838337688(NAD 83)
 JZ3463_MARKER: DE = TRAVERSE STATION DISK
 JZ3463_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3463_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3463_STAMPING: 6929 89
 JZ3463_MARK LOGO: OH1610
 JZ3463_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3463+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 JZ3463
 JZ3463  HISTORY     - Date     Condition        Report By
 JZ3463  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3463  HISTORY     - 19900420 GOOD             WOOLPT
 JZ3463  HISTORY     - 19911007 GOOD
 JZ3463  HISTORY     - 19920226 GOOD             WOOLPT
 JZ3463
 JZ3463                          STATION DESCRIPTION
 JZ3463
 JZ3463'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3463'STATION IS LOCATED AT VICTORY BALLFIELDS ON SHERMAN AVENUE JUST EAST
 JZ3463'OF THE INTERSECTION OF READING ROAD AND VICTORY PARKWAY.
 JZ3463'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3463'DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET 0.20 MI (0.32 KM) AND
 JZ3463'THEN TURN LEFT ON BROADWAY AND GO NORTH 0.40 MI (0.64 KM) TO READING
 JZ3463'ROAD.  TURN RIGHT ON READING FOR 4.40 MI (7.08 KM) TO SHERMAN AVENUE.
 JZ3463'TURN RIGHT ON SHERMAN AND HEAD EAST FOR 0.10 MI (0.16 KM) AND VICTORY
 JZ3463'BALLFIELDS WILL BE ON THE SOUTH SIDE OF SHERMAN AVENUE, IN
 JZ3463'CINCINNATI, OHIO.
 JZ3463'STATION IS SET FLUSH WITH THE TOP OF THE GROUND AND IS LOCATED 3.90 FT
 JZ3463'(1.19 M) SOUTH OF THE SOUTH EDGE OF A BLACKTOP PARKING LOT, AND 25.50
 JZ3463'FT (7.77 M) SOUTHWEST OF THE SOUTHEAST CORNER OF SAID PARKING LOT.
 JZ3463
 JZ3463                          STATION RECOVERY (1991)
 JZ3463
 JZ3463'RECOVERED 1991
 JZ3463'RECOVERED IN GOOD CONDITION.
 JZ3463
 JZ3463                          STATION RECOVERY (1992)
 JZ3463
 JZ3463'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ3463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3590 ***********************************************************************
 JZ3590  DESIGNATION -  6930
 JZ3590  PID         -  JZ3590
 JZ3590  STATE/COUNTY-  OH/HAMILTON
 JZ3590  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3590
 JZ3590                         *CURRENT SURVEY CONTROL
 JZ3590  ___________________________________________________________________
 JZ3590* NAD 83(1986)-  39 09 36.     (N)    084 28 21.     (W)     SCALED    
 JZ3590* NAVD 88     -       167.992  (meters)     551.15   (feet)  ADJUSTED  
 JZ3590  ___________________________________________________________________
 JZ3590  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3590  DYNAMIC HT  -         167.886 (meters)     550.81  (feet)  COMP
 JZ3590  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 JZ3590
 JZ3590  VERT ORDER  -  SECOND    CLASS II
 JZ3590
 JZ3590.The horizontal coordinates were scaled from a topographic map and have
 JZ3590.an estimated accuracy of +/- 6 seconds.
 JZ3590
 JZ3590.The orthometric height was determined by differential leveling
 JZ3590.and adjusted by the National Geodetic Survey in March 1993..
 JZ3590
 JZ3590.The geoid height was determined by GEOID03.
 JZ3590
 JZ3590.The dynamic height is computed by dividing the NAVD 88
 JZ3590.geopotential number by the normal gravity value computed on the
 JZ3590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3590.degrees latitude (g = 980.6199 gals.).
 JZ3590
 JZ3590.The modeled gravity was interpolated from observed gravity values.
 JZ3590
 JZ3590;                    North         East    Units  Estimated Accuracy
 JZ3590;SPC OH S     -   130,640.      429,540.      MT  (+/- 180 meters Scaled)
 JZ3590
 JZ3590                          SUPERSEDED SURVEY CONTROL
 JZ3590
 JZ3590  NGVD 29 (08/25/92)  168.172  (m)          551.74   (f) ADJUSTED    2 2
 JZ3590
 JZ3590.Superseded values are not recommended for survey control.
 JZ3590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3590.See file dsdata.txt to determine how the superseded data were derived.
 JZ3590
 JZ3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ183375(NAD 83)
 JZ3590_MARKER: DZ = AZIMUTH MARK DISK
 JZ3590_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3590_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3590_STAMPING: 6930 89
 JZ3590_MARK LOGO: OH1610
 JZ3590_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3590+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992
 JZ3590
 JZ3590  HISTORY     - Date     Condition        Report By
 JZ3590  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3590  HISTORY     - 19920226 GOOD             WOOLPT
 JZ3590
 JZ3590                          STATION DESCRIPTION
 JZ3590
 JZ3590'DESCRIBED BY WOOLPERT CONSULTANTS 1992
 JZ3590'STATION 6930 IS LOCATED IN THE VICTORY BALLFIELDS ON SHERMAN AVENUE
 JZ3590'JUST EAST OF THE INTERSECTION OF READING ROAD AND VICTORY PARKWAY, IN
 JZ3590'THE SUBURB OF PADDOCK HILLS, IN CINCINNATI OHIO.  THE STATION IS MORE
 JZ3590'PARTICULARY DESCRIBED AS BEING 117.7 FT SOUTHEAST OF THE EAST END OF
 JZ3590'A 12 FT CHAIN LINK FENCE THAT REPRESENTS THE BACKSTOP FOR A
 JZ3590'BALLFIELD, 95.2 FT NORTHWEST OF THE WEST END OF A CHAIN LINK FENCE,
 JZ3590'AND IS ON LINE WITH THE SOUTH BUILDING LINE OF 9 STORY BRICK BUILDING
 JZ3590'(HOUSE NO. 4201) THAT IS LOCATED ON THE WEST SIDE OF VICTORY
 JZ3590'PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3470 ***********************************************************************
 JZ3470  DESIGNATION -  6931
 JZ3470  PID         -  JZ3470
 JZ3470  STATE/COUNTY-  OH/HAMILTON
 JZ3470  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3470
 JZ3470                         *CURRENT SURVEY CONTROL
 JZ3470  ___________________________________________________________________
 JZ3470* NAD 83(1995)-  39 08 36.56800(N)    084 27 10.52285(W)     ADJUSTED  
 JZ3470* NAVD 88     -       209.781  (meters)     688.26   (feet)  ADJUSTED  
 JZ3470  ___________________________________________________________________
 JZ3470  X           -     478,815.635 (meters)                     COMP
 JZ3470  Y           -  -4,930,226.729 (meters)                     COMP
 JZ3470  Z           -   4,004,795.232 (meters)                     COMP
 JZ3470  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 JZ3470  ELLIP HEIGHT-         175.67  (meters)          (10/07/05) GPS OBS
 JZ3470  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3470  DYNAMIC HT  -         209.649 (meters)     687.82  (feet)  COMP
 JZ3470  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JZ3470
 JZ3470  HORZ ORDER  -  FIRST
 JZ3470  VERT ORDER  -  SECOND    CLASS II
 JZ3470  ELLP ORDER  -  FOURTH    CLASS I
 JZ3470
 JZ3470.The horizontal coordinates were established by GPS observations
 JZ3470.and adjusted by the National Geodetic Survey in April 1998..
 JZ3470
 JZ3470.The orthometric height was determined by differential leveling
 JZ3470.and adjusted by the National Geodetic Survey in March 1993..
 JZ3470
 JZ3470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3470
 JZ3470.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3470
 JZ3470.The ellipsoidal height was determined by GPS observations
 JZ3470.and is referenced to NAD 83.
 JZ3470
 JZ3470.The geoid height was determined by GEOID03.
 JZ3470
 JZ3470.The dynamic height is computed by dividing the NAVD 88
 JZ3470.geopotential number by the normal gravity value computed on the
 JZ3470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3470.degrees latitude (g = 980.6199 gals.).
 JZ3470
 JZ3470.The modeled gravity was interpolated from observed gravity values.
 JZ3470
 JZ3470;                    North         East     Units Scale Factor Converg.
 JZ3470;SPC OH S     -   128,768.046   431,190.030   MT  0.99994470   -1 14 21.0
 JZ3470;SPC KY1Z     - 1,312,685.586 1,612,147.013   MT  1.00014990   +0 47 46.9
 JZ3470;SPC KY1Z     - 4,306,702.63  5,289,185.66   sFT  1.00014990   +0 47 46.9
 JZ3470;SPC KY N     -   182,450.982   482,456.528   MT  1.00003167   -0 07 34.4
 JZ3470;SPC KY N     -   598,591.26  1,582,859.46   sFT  1.00003167   -0 07 34.4
 JZ3470;UTM  16      - 4,335,789.928   720,124.568   MT  1.00019667   +1 36 30.7
 JZ3470
 JZ3470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3470!SPC OH S     -   0.99997244  x   0.99994470  =   0.99991714
 JZ3470!SPC KY1Z     -   0.99997244  x   1.00014990  =   1.00012234
 JZ3470!SPC KY N     -   0.99997244  x   1.00003167  =   1.00000411
 JZ3470!UTM  16      -   0.99997244  x   1.00019667  =   1.00016910
 JZ3470
 JZ3470                          SUPERSEDED SURVEY CONTROL
 JZ3470
 JZ3470  ELLIP H (04/01/98)  175.72   (m)                       GP(       ) 4 1
 JZ3470  NAD 83(1995)-  39 08 36.57399(N)    084 27 10.53037(W) AD(       ) 1
 JZ3470  NAD 83(1986)-  39 08 36.57160(N)    084 27 10.53364(W) AD(       ) 1
 JZ3470  NGVD 29 (06/03/91)  209.955  (m)          688.83   (f) ADJUSTED    2 2
 JZ3470
 JZ3470.Superseded values are not recommended for survey control.
 JZ3470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3470.See file dsdata.txt to determine how the superseded data were derived.
 JZ3470
 JZ3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2012535790(NAD 83)
 JZ3470_MARKER: DE = TRAVERSE STATION DISK
 JZ3470_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3470_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3470_STAMPING: 6931 89
 JZ3470_MARK LOGO: OH1610
 JZ3470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3470+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 JZ3470
 JZ3470  HISTORY     - Date     Condition        Report By
 JZ3470  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3470  HISTORY     - 19900420 GOOD             WOOLPT
 JZ3470  HISTORY     - 19911009 GOOD
 JZ3470
 JZ3470                          STATION DESCRIPTION
 JZ3470
 JZ3470'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3470'STATION IS LOCATED AT WITHROW HIGH SCHOOL BALLFIELDS ON DANA AVENUE,
 JZ3470'NORTH OF MADISON ROAD.
 JZ3470'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3470'DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET 0.20 MI (0.32 KM) AND
 JZ3470'TURN LEFT ON BROADWAY FOR 0.40 MI (0.64 KM) TO READING ROAD, TURN
 JZ3470'RIGHT ON READING FOR 1.40 MI (2.25 KM) AND TURN RIGHT ON MCMILLAN
 JZ3470'STREET AND GO EAST FOR 0.90 MI (1.45 KM) TO VICTORY PARKWAY.  GO
 JZ3470'NORTH ON VICTORY PARKWAY FOR 0.50 MI (0.80 KM) AND TURN RIGHT ON TO
 JZ3470'MADISON AVENUE.  TAKE MADISON AVENUE EAST FOR 1.80 MI (2.90 KM) TO
 JZ3470'DANA AVENUE.
 JZ3470'TURN LEFT ON DANA FOR 0.20 MI (0.32 KM) AND WITHROW BALLFIELDS WILL BE
 JZ3470'LOCATED ON THE NORTHEAST SIDE OF DANA AVENUE.
 JZ3470'STATION IS SET FLUSH WITH THE TOP OF THE GROUND AND IS LOCATED
 JZ3470'SOUTHEAST 67.40 FT (20.54 M) FROM A STEEL POST AT THE EAST END OF A
 JZ3470'12.00 FT (3.66 M) CHAINLINK BACKSTOP FENCE FOR THE BALLFIELD WEST OF
 JZ3470'THE WEST SIDE OF THE TENNIS COURTS, THE MARK IS 89.60 FT (27.31 M)
 JZ3470'NORTHWEST OF A STEEL FENCE POST AN THE NORTH END OF A 12.00 FT
 JZ3470'(3.66 M) CHAINLINK BACKSTOP FENCE FOR THE BALLFIELD SOUTH OF THE
 JZ3470'SOUTHWEST CORNER OF THE TENNIS COURTS.
 JZ3470
 JZ3470                          STATION RECOVERY (1991)
 JZ3470
 JZ3470'RECOVERED 1991
 JZ3470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3541 ***********************************************************************
 JZ3541  DESIGNATION -  6933
 JZ3541  PID         -  JZ3541
 JZ3541  STATE/COUNTY-  OH/HAMILTON
 JZ3541  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3541
 JZ3541                         *CURRENT SURVEY CONTROL
 JZ3541  ___________________________________________________________________
 JZ3541* NAD 83(1995)-  39 08 55.65024(N)    084 25 33.70421(W)     ADJUSTED  
 JZ3541* NAVD 88     -       183.1    (meters)     601.     (feet)  VERTCON   
 JZ3541  ___________________________________________________________________
 JZ3541  X           -     481,091.687 (meters)                     COMP
 JZ3541  Y           -  -4,929,611.090 (meters)                     COMP
 JZ3541  Z           -   4,005,234.779 (meters)                     COMP
 JZ3541  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 JZ3541  ELLIP HEIGHT-         148.99  (meters)          (10/07/05) GPS OBS
 JZ3541  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3541
 JZ3541  HORZ ORDER  -  FIRST
 JZ3541  ELLP ORDER  -  FOURTH    CLASS I
 JZ3541
 JZ3541.The horizontal coordinates were established by GPS observations
 JZ3541.and adjusted by the National Geodetic Survey in April 1998..
 JZ3541
 JZ3541.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3541
 JZ3541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3541
 JZ3541.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3541
 JZ3541.The ellipsoidal height was determined by GPS observations
 JZ3541.and is referenced to NAD 83.
 JZ3541
 JZ3541.The geoid height was determined by GEOID03.
 JZ3541
 JZ3541;                    North         East     Units Scale Factor Converg.
 JZ3541;SPC OH S     -   129,306.414   433,526.939   MT  0.99994432   -1 13 19.6
 JZ3541;SPC KY1Z     - 1,313,306.736 1,614,463.806   MT  1.00015196   +0 48 46.3
 JZ3541;SPC KY1Z     - 4,308,740.52  5,296,786.67   sFT  1.00015196   +0 48 46.3
 JZ3541;SPC KY N     -   183,034.683   484,782.745   MT  1.00003276   -0 06 34.2
 JZ3541;SPC KY N     -   600,506.29  1,590,491.39   sFT  1.00003276   -0 06 34.2
 JZ3541;UTM  16      - 4,336,443.902   722,432.440   MT  1.00020924   +1 37 32.5
 JZ3541
 JZ3541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3541!SPC OH S     -   0.99997662  x   0.99994432  =   0.99992095
 JZ3541!SPC KY1Z     -   0.99997662  x   1.00015196  =   1.00012858
 JZ3541!SPC KY N     -   0.99997662  x   1.00003276  =   1.00000938
 JZ3541!UTM  16      -   0.99997662  x   1.00020924  =   1.00018586
 JZ3541
 JZ3541                          SUPERSEDED SURVEY CONTROL
 JZ3541
 JZ3541  ELLIP H (04/01/98)  149.05   (m)                       GP(       ) 4 1
 JZ3541  NAD 83(1995)-  39 08 55.65638(N)    084 25 33.71160(W) AD(       ) 1
 JZ3541  NAD 83(1986)-  39 08 55.65384(N)    084 25 33.71485(W) AD(       ) 1
 JZ3541  NGVD 29 (05/06/92)  183.3    (m)          601.     (f) GPS OBS        
 JZ3541
 JZ3541.Superseded values are not recommended for survey control.
 JZ3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3541.See file dsdata.txt to determine how the superseded data were derived.
 JZ3541
 JZ3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2243236444(NAD 83)
 JZ3541_MARKER: DE = TRAVERSE STATION DISK
 JZ3541_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3541_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3541_STAMPING: 6933 89
 JZ3541_MARK LOGO: OH1610
 JZ3541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3541+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 JZ3541
 JZ3541  HISTORY     - Date     Condition        Report By
 JZ3541  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3541  HISTORY     - 19911009 GOOD
 JZ3541
 JZ3541                          STATION DESCRIPTION
 JZ3541
 JZ3541'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3541'STATION IS LOCATED AT OAKLEY PLAYGROUND ON PAXTON AVENUE, WEST OF
 JZ3541'MARBURG AVENUE, OPPOSITE OF TAYLOR AVENUE, IN CINCINNATI, OHIO. TO
 JZ3541'REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3541'CINCINNATI. GO EAST ON FIFTH STREET 0.20 MI, TURN LEFT ON BROADWAY
 JZ3541'FOR 0.40 MI (0.64 KM) TO READING ROAD. TURN RIGHT ON READING AND HEAD
 JZ3541'NORHEAST FOR 1.40 MI (2.25 KM) TO MCMILLAN STREET. TURN RIGHT ON
 JZ3541'MCMILLAN AND GO EAST FOR 0.90 MI (1.45 KM) TO VICTORY PARKWAY. TURN
 JZ3541'LEFT ONTO VICTORY PARKWAY NORTH FOR 0.50 MI (0.80 KM) TO MADISON.
 JZ3541'TURN RIGHT ONTO MADISON AVENUE FOR 3.20 MI (5.15 KM) TO TAYLOR
 JZ3541'AVENUE. TURN RIGHT ONTO TAYLOR FOR 0.30 MI. TAYLOR WILL DEAD END INTO
 JZ3541'THE PARK. STATION IS SET FLUSH WITH THE TOP OF THE GROUND AND IS
 JZ3541'LOCATED 16.00 FT (4.88 M) WEST OF AN INLET MANHOLE OFF THE SOUTHEAST
 JZ3541'CORNER OF THE RECREATION CENTER AND NORTH OF BALLFIELD NO. 1, 11.00
 JZ3541'FT (3.35 M) NORTHEAST OF A FENCEPOST AT THE END OF A 6.00 FT
 JZ3541'(1.83 M) CHAINLINK BACKSTOP FENCE FOR BALLFIELD NO. 1, 82.70 FT
 JZ3541'(25.21 M) NORTHWEST OF A STEEL FENCEPOST AT THE EAST END OF A 6.00 FT
 JZ3541'(1.83 M) CHAINLINK FENCE ON THE NORTH SIDE OF BALLFIELD NO. 1.
 JZ3541
 JZ3541                          STATION RECOVERY (1991)
 JZ3541
 JZ3541'RECOVERED 1991
 JZ3541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3471 ***********************************************************************
 JZ3471  DESIGNATION -  6934
 JZ3471  PID         -  JZ3471
 JZ3471  STATE/COUNTY-  OH/HAMILTON
 JZ3471  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3471
 JZ3471                         *CURRENT SURVEY CONTROL
 JZ3471  ___________________________________________________________________
 JZ3471* NAD 83(1986)-  39 08 42.     (N)    084 25 45.     (W)     SCALED    
 JZ3471* NAVD 88     -       184.439  (meters)     605.11   (feet)  ADJUSTED  
 JZ3471  ___________________________________________________________________
 JZ3471  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3471  DYNAMIC HT  -         184.321 (meters)     604.73  (feet)  COMP
 JZ3471  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 JZ3471
 JZ3471  VERT ORDER  -  SECOND    CLASS II
 JZ3471
 JZ3471.The horizontal coordinates were scaled from a topographic map and have
 JZ3471.an estimated accuracy of +/- 6 seconds.
 JZ3471
 JZ3471.The orthometric height was determined by differential leveling
 JZ3471.and adjusted by the National Geodetic Survey in March 1993..
 JZ3471
 JZ3471.The geoid height was determined by GEOID03.
 JZ3471
 JZ3471.The dynamic height is computed by dividing the NAVD 88
 JZ3471.geopotential number by the normal gravity value computed on the
 JZ3471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3471.degrees latitude (g = 980.6199 gals.).
 JZ3471
 JZ3471.The modeled gravity was interpolated from observed gravity values.
 JZ3471
 JZ3471;                    North         East    Units  Estimated Accuracy
 JZ3471;SPC OH S     -   128,890.      433,250.      MT  (+/- 180 meters Scaled)
 JZ3471
 JZ3471                          SUPERSEDED SURVEY CONTROL
 JZ3471
 JZ3471  NGVD 29 (06/03/91)  184.612  (m)          605.68   (f) ADJUSTED    2 2
 JZ3471
 JZ3471.Superseded values are not recommended for survey control.
 JZ3471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3471.See file dsdata.txt to determine how the superseded data were derived.
 JZ3471
 JZ3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ221360(NAD 83)
 JZ3471_MARKER: DE = TRAVERSE STATION DISK
 JZ3471_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3471_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3471_STAMPING: 6934
 JZ3471_MARK LOGO: OH1610
 JZ3471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3471
 JZ3471  HISTORY     - Date     Condition        Report By
 JZ3471  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3471  HISTORY     - 19900420 GOOD             WOOLPT
 JZ3471
 JZ3471                          STATION DESCRIPTION
 JZ3471
 JZ3471'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3471'STATION IS LOCATED AT OAKLEY PLAYGROUND ON PAXTON AVENUE, WEST OF
 JZ3471'MARBURG AVENUE, OPPOSITE TAYLOR AVENUE, IN CINCINNATI, OHIO.  TO
 JZ3471'REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3471'CINCINNATI, GO EAST ON FIFTH STREET 0.20 MI (0.32 KM) AND TURN LEFT
 JZ3471'ON BROADWAY FOR 0.40 MI (0.64 KM) TO READING ROAD.  TURN RIGHT ON
 JZ3471'READING AND HEAD NORHEAST FOR 1.40 MI (2.25 KM) TO MCMILLAN STREET.
 JZ3471'TURN RIGHT ON MCMILLAN AND GO EAST FOR 0.90 MI (1.45 KM) TO VICTORY
 JZ3471'PARKWAY.  TURN LEFT ONTO VICTORY PARKWAY NORTH FOR 0.50 MI (0.80 KM)
 JZ3471'TO MADISON.  TURN RIGHT ONTO MADISON AVENUE FOR 3.20 MI (5.15 KM) TO
 JZ3471'TAYLOR AVENUE.  TURN RIGHT ONTO TAYLOR FOR 0.30 MI (0.48 KM) TO
 JZ3471'PAXTON STREET.  THENCE GO SOUTHWEST 0.3 MI (0.5 KM) TO THE SOUTHWEST
 JZ3471'CORNER OF THE PARK.
 JZ3471'STATION IS SET FLUSH WITH THE TOP OF THE GROUND AND IS LOCATED 83.3 FT
 JZ3471'(25.4 M) NORTHWEST OF THE NORTH POST OF A 6 FT (1.8 M) CHAINLINK FENCE
 JZ3471'WHICH IS PART OF THE BACKSTOP FOR THE SETA BALLFIELD, 73.7 FT
 JZ3471'(22.5 M) SOUTH OF A LIGHT POLE AND 69.4 FT (21.2 M) NORTH OF A LIGHT
 JZ3471'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3474 ***********************************************************************
 JZ3474  DESIGNATION -  6935
 JZ3474  PID         -  JZ3474
 JZ3474  STATE/COUNTY-  OH/HAMILTON
 JZ3474  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3474
 JZ3474                         *CURRENT SURVEY CONTROL
 JZ3474  ___________________________________________________________________
 JZ3474* NAD 83(1995)-  39 09 03.84154(N)    084 23 12.64614(W)     ADJUSTED  
 JZ3474* NAVD 88     -       167.922  (meters)     550.92   (feet)  ADJUSTED  
 JZ3474  ___________________________________________________________________
 JZ3474  X           -     484,446.035 (meters)                     COMP
 JZ3474  Y           -  -4,929,110.549 (meters)                     COMP
 JZ3474  Z           -   4,005,421.139 (meters)                     COMP
 JZ3474  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 JZ3474  ELLIP HEIGHT-         133.88  (meters)          (10/07/05) GPS OBS
 JZ3474  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3474  DYNAMIC HT  -         167.814 (meters)     550.57  (feet)  COMP
 JZ3474  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JZ3474
 JZ3474  HORZ ORDER  -  FIRST
 JZ3474  VERT ORDER  -  SECOND    CLASS II
 JZ3474  ELLP ORDER  -  FOURTH    CLASS I
 JZ3474
 JZ3474.The horizontal coordinates were established by GPS observations
 JZ3474.and adjusted by the National Geodetic Survey in April 1998..
 JZ3474
 JZ3474.The orthometric height was determined by differential leveling
 JZ3474.and adjusted by the National Geodetic Survey in March 1993..
 JZ3474
 JZ3474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3474
 JZ3474.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3474
 JZ3474.The ellipsoidal height was determined by GPS observations
 JZ3474.and is referenced to NAD 83.
 JZ3474
 JZ3474.The geoid height was determined by GEOID03.
 JZ3474
 JZ3474.The dynamic height is computed by dividing the NAVD 88
 JZ3474.geopotential number by the normal gravity value computed on the
 JZ3474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3474.degrees latitude (g = 980.6199 gals.).
 JZ3474
 JZ3474.The modeled gravity was interpolated from observed gravity values.
 JZ3474
 JZ3474;                    North         East     Units Scale Factor Converg.
 JZ3474;SPC OH S     -   129,487.449   436,918.418   MT  0.99994415   -1 11 50.1
 JZ3474;SPC KY1Z     - 1,313,608.125 1,617,847.424   MT  1.00015285   +0 50 12.9
 JZ3474;SPC KY1Z     - 4,309,729.32  5,307,887.76   sFT  1.00015285   +0 50 12.9
 JZ3474;SPC KY N     -   183,281.545   488,170.370   MT  1.00003324   -0 05 06.5
 JZ3474;SPC KY N     -   601,316.20  1,601,605.62   sFT  1.00003324   -0 05 06.5
 JZ3474;UTM  16      - 4,336,793.308   725,811.662   MT  1.00022790   +1 39 02.0
 JZ3474
 JZ3474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3474!SPC OH S     -   0.99997900  x   0.99994415  =   0.99992315
 JZ3474!SPC KY1Z     -   0.99997900  x   1.00015285  =   1.00013184
 JZ3474!SPC KY N     -   0.99997900  x   1.00003324  =   1.00001223
 JZ3474!UTM  16      -   0.99997900  x   1.00022790  =   1.00020689
 JZ3474
 JZ3474                          SUPERSEDED SURVEY CONTROL
 JZ3474
 JZ3474  ELLIP H (04/01/98)  133.93   (m)                       GP(       ) 4 1
 JZ3474  NAD 83(1995)-  39 09 03.84771(N)    084 23 12.65353(W) AD(       ) 1
 JZ3474  NAD 83(1986)-  39 09 03.84492(N)    084 23 12.65674(W) AD(       ) 1
 JZ3474  NGVD 29 (06/03/91)  168.094  (m)          551.49   (f) ADJUSTED    2 2
 JZ3474
 JZ3474.Superseded values are not recommended for survey control.
 JZ3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3474.See file dsdata.txt to determine how the superseded data were derived.
 JZ3474
 JZ3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2581236793(NAD 83)
 JZ3474_MARKER: DE = TRAVERSE STATION DISK
 JZ3474_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3474_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3474_STAMPING: 6935 89
 JZ3474_MARK LOGO: OH1610
 JZ3474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3474+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1990
 JZ3474
 JZ3474  HISTORY     - Date     Condition        Report By
 JZ3474  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3474  HISTORY     - 19900421 GOOD             WOOLPT
 JZ3474
 JZ3474                          STATION DESCRIPTION
 JZ3474
 JZ3474'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3474'STATION IS LOCATED AT BRAMBLE PARK ON BRAMBLE AVENUE, FOUR BLOCKS WEST
 JZ3474'OF PLAINSVILLE ROAD, IN CINCINNATI, OHIO.
 JZ3474'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS.  GO EAST
 JZ3474'ON FIFTH STREET FOR 0.20 MI (0.32 KM) AND TURN LEFT ON BROADWAY
 JZ3474'STREET FOR 0.40 MI (0.64 KM) TO READING ROAD.  TURN RIGHT ON READING
 JZ3474'ROAD AND GO NORTHEAST FOR 1.40 MI (2.25 KM) TO MCMILLAN.  TURN RIGHT
 JZ3474'ON MCMILLAN FOR 0.90 MI (1.45 KM) TO VICTORY PARKWAY.  TURN LEFT ON
 JZ3474'VICTORY PARKWAY FOR 0.50 MI (0.80 KM) TO MADISON ROAD.  TURN RIGHT
 JZ3474'ONTO MADISON ROAD FOR 1.80 MI (2.90 KM) TO ERIE AVENUE.  TURN RIGHT
 JZ3474'ON ERIE AVENUE ACROSS RED BANK ROAD 3.30 MI (5.31 KM) TO BRAMBLE
 JZ3474'AVENUE. TURN RIGHT ON BRAMBLE FOR 0.70 MI (1.13 KM) AND BRAMBLE PARK
 JZ3474'IS ON THE SOUTH SIDE OF THE ROAD.  STATION IS SET FLUSH WITH THE TOP
 JZ3474'OF THE GROUND AND IS LOCATED 56.70 FT (17.28 M) SOUTHEAST OF A
 JZ3474'FENCEPOST AT THE NORTHEAST CORNER OF A 6.00 FT (1.83 M) CHAINLINK
 JZ3474'FENCE AROUND THE SWIMMING POOL, 54.80 FT (16.70 M) NORTHEAST OF A
 JZ3474'FENCEPOST AT THE SOUTHEAST CORNER OF SAID SWIMMING POOL FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3473 ***********************************************************************
 JZ3473  DESIGNATION -  6936
 JZ3473  PID         -  JZ3473
 JZ3473  STATE/COUNTY-  OH/HAMILTON
 JZ3473  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3473
 JZ3473                         *CURRENT SURVEY CONTROL
 JZ3473  ___________________________________________________________________
 JZ3473* NAD 83(1986)-  39 09 00.     (N)    084 23 16.     (W)     SCALED    
 JZ3473* NAVD 88     -       164.375  (meters)     539.29   (feet)  ADJUSTED  
 JZ3473  ___________________________________________________________________
 JZ3473  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3473  DYNAMIC HT  -         164.270 (meters)     538.94  (feet)  COMP
 JZ3473  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 JZ3473
 JZ3473  VERT ORDER  -  SECOND    CLASS II
 JZ3473
 JZ3473.The horizontal coordinates were scaled from a topographic map and have
 JZ3473.an estimated accuracy of +/- 6 seconds.
 JZ3473
 JZ3473.The orthometric height was determined by differential leveling
 JZ3473.and adjusted by the National Geodetic Survey in March 1993..
 JZ3473
 JZ3473.The geoid height was determined by GEOID03.
 JZ3473
 JZ3473.The dynamic height is computed by dividing the NAVD 88
 JZ3473.geopotential number by the normal gravity value computed on the
 JZ3473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3473.degrees latitude (g = 980.6199 gals.).
 JZ3473
 JZ3473.The modeled gravity was interpolated from observed gravity values.
 JZ3473
 JZ3473;                    North         East    Units  Estimated Accuracy
 JZ3473;SPC OH S     -   129,370.      436,840.      MT  (+/- 180 meters Scaled)
 JZ3473
 JZ3473                          SUPERSEDED SURVEY CONTROL
 JZ3473
 JZ3473  NGVD 29 (06/03/91)  164.548  (m)          539.85   (f) ADJUSTED    2 2
 JZ3473
 JZ3473.Superseded values are not recommended for survey control.
 JZ3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3473.See file dsdata.txt to determine how the superseded data were derived.
 JZ3473
 JZ3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ257366(NAD 83)
 JZ3473_MARKER: DD = SURVEY DISK
 JZ3473_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3473_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3473_STAMPING: 6936
 JZ3473_MARK LOGO: OH1610
 JZ3473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3473
 JZ3473  HISTORY     - Date     Condition        Report By
 JZ3473  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3473  HISTORY     - 19900420 GOOD             WOOLPT
 JZ3473
 JZ3473                          STATION DESCRIPTION
 JZ3473
 JZ3473'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3473'STATION IS LOCATED AT BRAMBLE PARK ON BRAMBLE AVENUE, FOUR BLOCKS WEST
 JZ3473'OF PLAINSVILLE ROAD IN CINCINNATI, OHIO.  TO REACH FROM THE FEDERAL
 JZ3473'BUILDING AT FIFTH AND MAIN STREETS, GO EAST ON FIFTH FOR 0.20 MI
 JZ3473'(0.32 KM) AND TURN LEFT ON BROADWAY STREET FOR 0.40 MI (0.64 KM) AND
 JZ3473'READING ROAD. TURN RIGHT ON READING AND GO NORTHEAST FOR 1.40 MI
 JZ3473'(2.25 KM) TO MCMILLAN.  TURN RIGHT ON MCMILLAN AND GO 0.90 MI
 JZ3473'(1.45 KM) TO VICTORY PARKWAY.  TURN LEFT ON VICTORY PARKWAY AND GO
 JZ3473'0.50 MI (0.80 KM) TO MADISON ROAD.  TURN RIGHT ONTO MADISON ROAD AND
 JZ3473'GO 1.80 MI (2.90 KM) TO ERIE AVENUE.  TURN RIGHT ON ERIE AVENUE AND
 JZ3473'CROSS RED BANK ROAD 3.30 MI (5.31 KM) TO BRAMBLE AVENUE.  TURN RIGHT
 JZ3473'ON BRAMBLE AVENUE AND GO 0.70 MI (1.13 KM) TO BRAMBLE PARK WHICH IS
 JZ3473'ON THE SOUTH SIDE OF THE STREET.  THE STATION IS SET FLUSH WITH THE
 JZ3473'TOP OF THE GROUND AND IS 118.8 FT (36.2 M) SOUTH OF THE SOUTHWEST
 JZ3473'CORNER POST OF THE BACKSTOP FOR BALLFIELD NO. 1.  THE MARK IS 58.7 FT
 JZ3473'(17.9 M) SOUTHEAST OF AN INLET MANHOLE AND 8.1 FT (2.5 M) NORTHWEST
 JZ3473'OF A CIRCULAR MACADAM TURN-AROUND FOR A DRIVEWAY INTO THE PLAYGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3461 ***********************************************************************
 JZ3461  DESIGNATION -  6937
 JZ3461  PID         -  JZ3461
 JZ3461  STATE/COUNTY-  OH/HAMILTON
 JZ3461  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3461
 JZ3461                         *CURRENT SURVEY CONTROL
 JZ3461  ___________________________________________________________________
 JZ3461* NAD 83(1995)-  39 11 17.55677(N)    084 27 17.31648(W)     ADJUSTED  
 JZ3461* NAVD 88     -       182.499  (meters)     598.75   (feet)  ADJUSTED  
 JZ3461  ___________________________________________________________________
 JZ3461  X           -     478,348.214 (meters)                     COMP
 JZ3461  Y           -  -4,927,100.549 (meters)                     COMP
 JZ3461  Z           -   4,008,627.321 (meters)                     COMP
 JZ3461  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 JZ3461  ELLIP HEIGHT-         148.42  (meters)          (10/07/05) GPS OBS
 JZ3461  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3461  DYNAMIC HT  -         182.384 (meters)     598.37  (feet)  COMP
 JZ3461  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 JZ3461
 JZ3461  HORZ ORDER  -  FIRST
 JZ3461  VERT ORDER  -  SECOND    CLASS II
 JZ3461  ELLP ORDER  -  FOURTH    CLASS I
 JZ3461
 JZ3461.The horizontal coordinates were established by GPS observations
 JZ3461.and adjusted by the National Geodetic Survey in April 1998..
 JZ3461
 JZ3461.The orthometric height was determined by differential leveling
 JZ3461.and adjusted by the National Geodetic Survey in March 1993..
 JZ3461
 JZ3461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3461
 JZ3461.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3461
 JZ3461.The ellipsoidal height was determined by GPS observations
 JZ3461.and is referenced to NAD 83.
 JZ3461
 JZ3461.The geoid height was determined by GEOID03.
 JZ3461
 JZ3461.The dynamic height is computed by dividing the NAVD 88
 JZ3461.geopotential number by the normal gravity value computed on the
 JZ3461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3461.degrees latitude (g = 980.6199 gals.).
 JZ3461
 JZ3461.The modeled gravity was interpolated from observed gravity values.
 JZ3461
 JZ3461;                    North         East     Units Scale Factor Converg.
 JZ3461;SPC OH S     -   133,734.785   431,134.397   MT  0.99994174   -1 14 25.3
 JZ3461;UTM  16      - 4,340,749.018   719,822.106   MT  1.00019502   +1 36 31.9
 JZ3461
 JZ3461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3461!SPC OH S     -   0.99997671  x   0.99994174  =   0.99991846
 JZ3461!UTM  16      -   0.99997671  x   1.00019502  =   1.00017173
 JZ3461
 JZ3461                          SUPERSEDED SURVEY CONTROL
 JZ3461
 JZ3461  ELLIP H (04/01/98)  148.47   (m)                       GP(       ) 4 1
 JZ3461  NAD 83(1995)-  39 11 17.56294(N)    084 27 17.32397(W) AD(       ) 1
 JZ3461  NAD 83(1986)-  39 11 17.56064(N)    084 27 17.32724(W) AD(       ) 1
 JZ3461  NGVD 29 (08/25/92)  182.676  (m)          599.33   (f) ADJUSTED    2 2
 JZ3461
 JZ3461.Superseded values are not recommended for survey control.
 JZ3461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3461.See file dsdata.txt to determine how the superseded data were derived.
 JZ3461
 JZ3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1982240749(NAD 83)
 JZ3461_MARKER: DE = TRAVERSE STATION DISK
 JZ3461_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3461_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3461_STAMPING: 6937 89
 JZ3461_MARK LOGO: OH1610
 JZ3461_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3461+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 JZ3461
 JZ3461  HISTORY     - Date     Condition        Report By
 JZ3461  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3461  HISTORY     - 19900421 GOOD             WOOLPT
 JZ3461  HISTORY     - 19920204 GOOD             WOOLPT
 JZ3461
 JZ3461                          STATION DESCRIPTION
 JZ3461
 JZ3461'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3461'STATION IS LOCATED AT ROSELAWN PARK ON SEYMOUR AVENUE, EAST OF READING
 JZ3461'ROAD, AND WEST OF LANGDON FARM ROAD, IN CINCINNATI, OHIO.
 JZ3461'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3461'DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET 0.20 MI (0.32 KM) AND
 JZ3461'TURN LEFT ON BROADWAY AND HEAD NORTH FOR 0.40 MI (0.64 KM) TO READING
 JZ3461'ROAD.  TURN RIGHT ON READING AND GO NORTHEAST 6.40 MI (10.30 KM) TO
 JZ3461'SEYMOUR AVENUE.  TURN RIGHT ON SEYMOUR AVENUE AND GO EAST 0.50 MI
 JZ3461'(0.80 KM) AND THE PARK IS LOCATED ON THE SOUTH SIDE OF THE ROAD.
 JZ3461'STATION IS SET FLUSH WITH THE TOP OF THE GROUND AND IS LOCATED 16.30
 JZ3461'FT (4.97 M) SOUTH OF AN 8.0 FT (2.4 M) CHAINLINK FENCE, SAID FENCE
 JZ3461'BEING SOUTH OF A TWO STORY BLOCK MAINTENANCE BUILDING, 100.30 FT
 JZ3461'(30.57 M) SOUTHEAST OF A FENCEPOST AT THE WEST END OF SAID FENCE, AND
 JZ3461'62.10 FT (18.93 M) WEST OF THE WEST WALL OF SAID MAINTENANCE
 JZ3461'BUILDING EXTENDED SOUTHWARDLY.
 JZ3461
 JZ3461                          STATION RECOVERY (1992)
 JZ3461
 JZ3461'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ3461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3587 ***********************************************************************
 JZ3587  DESIGNATION -  6938
 JZ3587  PID         -  JZ3587
 JZ3587  STATE/COUNTY-  OH/HAMILTON
 JZ3587  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3587
 JZ3587                         *CURRENT SURVEY CONTROL
 JZ3587  ___________________________________________________________________
 JZ3587* NAD 83(1986)-  39 11 09.     (N)    084 27 19.     (W)     SCALED    
 JZ3587* NAVD 88     -       182.370  (meters)     598.33   (feet)  ADJUSTED  
 JZ3587  ___________________________________________________________________
 JZ3587  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3587  DYNAMIC HT  -         182.255 (meters)     597.95  (feet)  COMP
 JZ3587  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JZ3587
 JZ3587  VERT ORDER  -  SECOND    CLASS II
 JZ3587
 JZ3587.The horizontal coordinates were scaled from a topographic map and have
 JZ3587.an estimated accuracy of +/- 6 seconds.
 JZ3587
 JZ3587.The orthometric height was determined by differential leveling
 JZ3587.and adjusted by the National Geodetic Survey in March 1993..
 JZ3587
 JZ3587.The geoid height was determined by GEOID03.
 JZ3587
 JZ3587.The dynamic height is computed by dividing the NAVD 88
 JZ3587.geopotential number by the normal gravity value computed on the
 JZ3587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3587.degrees latitude (g = 980.6199 gals.).
 JZ3587
 JZ3587.The modeled gravity was interpolated from observed gravity values.
 JZ3587
 JZ3587;                    North         East    Units  Estimated Accuracy
 JZ3587;SPC OH S     -   133,470.      431,090.      MT  (+/- 180 meters Scaled)
 JZ3587
 JZ3587                          SUPERSEDED SURVEY CONTROL
 JZ3587
 JZ3587  NGVD 29 (08/25/92)  182.547  (m)          598.91   (f) ADJUSTED    2 2
 JZ3587
 JZ3587.Superseded values are not recommended for survey control.
 JZ3587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3587.See file dsdata.txt to determine how the superseded data were derived.
 JZ3587
 JZ3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ197404(NAD 83)
 JZ3587_MARKER: DZ = AZIMUTH MARK DISK
 JZ3587_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3587_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3587_STAMPING: 6938 89
 JZ3587_MARK LOGO: OH1610
 JZ3587_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3587+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 JZ3587
 JZ3587  HISTORY     - Date     Condition        Report By
 JZ3587  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3587  HISTORY     - 19920204 GOOD             WOOLPT
 JZ3587
 JZ3587                          STATION DESCRIPTION
 JZ3587
 JZ3587'DESCRIBED BY WOOLPERT CONSULTANTS 1992
 JZ3587'STATION 6938 IS LOCATED AT ROSELAWN PARK ON SEYMOUR AVENUE, EAST OF
 JZ3587'READING ROAD AND WEST OF LANGDON FARM ROAD, IN THE SUBURB OF
 JZ3587'ROSELAWN, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY
 JZ3587'DESCRIBED AS BEING LOCATED BETWEEN BALLFIELD NO.2 AND BALLFIELD NO.
 JZ3587'5, 100.4 FT WEST OF THE END OF THE 6 FT CHAIN LINK FENCE THAT ACTS AS
 JZ3587'A BACKSTOP FOR BALLFIELD NO.2, 40.6 FT NORTHWEST OF THE EAST END OF A
 JZ3587'6 FT CHAIN LINK FENCE THAT ENCLOSES BALLFIELD NO.5, AND 37.3 FT
 JZ3587'NORTHEAST OF THE WEST END OF SAID 6 FT CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3457 ***********************************************************************
 JZ3457  DESIGNATION -  6939
 JZ3457  PID         -  JZ3457
 JZ3457  STATE/COUNTY-  OH/HAMILTON
 JZ3457  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3457
 JZ3457                         *CURRENT SURVEY CONTROL
 JZ3457  ___________________________________________________________________
 JZ3457* NAD 83(1995)-  39 12 41.79929(N)    084 28 33.62507(W)     ADJUSTED  
 JZ3457* NAVD 88     -       166.270  (meters)     545.50   (feet)  ADJUSTED  
 JZ3457  ___________________________________________________________________
 JZ3457  X           -     476,366.107 (meters)                     COMP
 JZ3457  Y           -  -4,925,630.308 (meters)                     COMP
 JZ3457  Z           -   4,010,630.380 (meters)                     COMP
 JZ3457  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 JZ3457  ELLIP HEIGHT-         132.22  (meters)          (10/07/05) GPS OBS
 JZ3457  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ3457  DYNAMIC HT  -         166.167 (meters)     545.17  (feet)  COMP
 JZ3457  MODELED GRAV-     980,002.2   (mgal)                       NAVD 88
 JZ3457
 JZ3457  HORZ ORDER  -  FIRST
 JZ3457  VERT ORDER  -  SECOND    CLASS II
 JZ3457  ELLP ORDER  -  FOURTH    CLASS I
 JZ3457
 JZ3457.The horizontal coordinates were established by GPS observations
 JZ3457.and adjusted by the National Geodetic Survey in April 1998..
 JZ3457
 JZ3457.The orthometric height was determined by differential leveling
 JZ3457.and adjusted by the National Geodetic Survey in March 1993..
 JZ3457
 JZ3457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3457
 JZ3457.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3457
 JZ3457.The ellipsoidal height was determined by GPS observations
 JZ3457.and is referenced to NAD 83.
 JZ3457
 JZ3457.The geoid height was determined by GEOID03.
 JZ3457
 JZ3457.The dynamic height is computed by dividing the NAVD 88
 JZ3457.geopotential number by the normal gravity value computed on the
 JZ3457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3457.degrees latitude (g = 980.6199 gals.).
 JZ3457
 JZ3457.The modeled gravity was interpolated from observed gravity values.
 JZ3457
 JZ3457;                    North         East     Units Scale Factor Converg.
 JZ3457;SPC OH S     -   136,371.794   429,360.449   MT  0.99994043   -1 15 13.7
 JZ3457;UTM  16      - 4,343,295.207   717,918.779   MT  1.00018476   +1 35 46.5
 JZ3457
 JZ3457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3457!SPC OH S     -   0.99997926  x   0.99994043  =   0.99991969
 JZ3457!UTM  16      -   0.99997926  x   1.00018476  =   1.00016401
 JZ3457
 JZ3457                          SUPERSEDED SURVEY CONTROL
 JZ3457
 JZ3457  ELLIP H (04/01/98)  132.29   (m)                       GP(       ) 4 1
 JZ3457  NAD 83(1995)-  39 12 41.80548(N)    084 28 33.63258(W) AD(       ) 1
 JZ3457  NAD 83(1986)-  39 12 41.80327(N)    084 28 33.63584(W) AD(       ) 1
 JZ3457  NGVD 29 (06/03/91)  166.445  (m)          546.08   (f) ADJUSTED    2 2
 JZ3457
 JZ3457.Superseded values are not recommended for survey control.
 JZ3457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3457.See file dsdata.txt to determine how the superseded data were derived.
 JZ3457
 JZ3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1791943295(NAD 83)
 JZ3457_MARKER: DE = TRAVERSE STATION DISK
 JZ3457_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3457_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3457_STAMPING: 6939 89
 JZ3457_MARK LOGO: OH1610
 JZ3457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3457+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1990
 JZ3457
 JZ3457  HISTORY     - Date     Condition        Report By
 JZ3457  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3457  HISTORY     - 19900421 GOOD             WOOLPT
 JZ3457
 JZ3457                          STATION DESCRIPTION
 JZ3457
 JZ3457'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3457'STATION IS LOCATED AT THE HARTWELL RECREATION CENTER AT THE SOUTHWEST
 JZ3457'CORNER OF GALBRAITH ROAD AND PADDOCK ROAD, IN CINCINNATI, OHIO.
 JZ3457'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3457'DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET FOR 0.20 MI (0.32 KM)
 JZ3457'AND TURN LEFT ON BROADWAY 0.40 MI (0.64 KM) TO READING ROAD.  TURN
 JZ3457'RIGHT ON READING AND GO NORTHEAST FOR 3.80 MI (6.12 KM) TO PADDOCK
 JZ3457'ROAD.  TURN LEFT ON PADDOCK FOR 3.90 MI (6.28 KM) TO GALBREATH ROAD.
 JZ3457'TURN LEFT ONTO GALBREATH, THE PARK IS LOCATED ON THE SOUTH SIDE OF
 JZ3457'THE ROAD.
 JZ3457'STATION IS SET FLUSH WITH THE TOP OF THE GROUND AND IS LOCATED 81.30
 JZ3457'FT (24.78 M) NORTHEAST OF THE NORTHEAST CORNER OF AN 8.00 FT
 JZ3457'(2.44 M) CHAINLINK FENCE FOR THE OHIO NATIONAL GUARD BUILDING, 27.30
 JZ3457'FT (8.32 M) NORTHWEST OF THE NORTHWEST CORNER OF A 6.00 FT (1.83 M)
 JZ3457'CHAINLINK FENCE, 65.20 FT (19.87 M) SOUTHWEST OF THE NORTH END OF A
 JZ3457'6.00 FT (1.83 M) CHAINLINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3458 ***********************************************************************
 JZ3458  DESIGNATION -  6941
 JZ3458  PID         -  JZ3458
 JZ3458  STATE/COUNTY-  OH/HAMILTON
 JZ3458  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3458
 JZ3458                         *CURRENT SURVEY CONTROL
 JZ3458  ___________________________________________________________________
 JZ3458* NAD 83(1995)-  39 11 56.52723(N)    084 29 10.65446(W)     ADJUSTED  
 JZ3458* NAVD 88     -       157.393  (meters)     516.38   (feet)  ADJUSTED  
 JZ3458  ___________________________________________________________________
 JZ3458  X           -     475,565.966 (meters)                     COMP
 JZ3458  Y           -  -4,926,587.322 (meters)                     COMP
 JZ3458  Z           -   4,009,542.896 (meters)                     COMP
 JZ3458  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JZ3458  ELLIP HEIGHT-         123.33  (meters)          (10/07/05) GPS OBS
 JZ3458  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ3458  DYNAMIC HT  -         157.296 (meters)     516.06  (feet)  COMP
 JZ3458  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 JZ3458
 JZ3458  HORZ ORDER  -  FIRST
 JZ3458  VERT ORDER  -  SECOND    CLASS II
 JZ3458  ELLP ORDER  -  FOURTH    CLASS I
 JZ3458
 JZ3458.The horizontal coordinates were established by GPS observations
 JZ3458.and adjusted by the National Geodetic Survey in April 1998..
 JZ3458
 JZ3458.The orthometric height was determined by differential leveling
 JZ3458.and adjusted by the National Geodetic Survey in March 1993..
 JZ3458
 JZ3458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3458
 JZ3458.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3458
 JZ3458.The ellipsoidal height was determined by GPS observations
 JZ3458.and is referenced to NAD 83.
 JZ3458
 JZ3458.The geoid height was determined by GEOID03.
 JZ3458
 JZ3458.The dynamic height is computed by dividing the NAVD 88
 JZ3458.geopotential number by the normal gravity value computed on the
 JZ3458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3458.degrees latitude (g = 980.6199 gals.).
 JZ3458
 JZ3458.The modeled gravity was interpolated from observed gravity values.
 JZ3458
 JZ3458;                    North         East     Units Scale Factor Converg.
 JZ3458;SPC OH S     -   134,995.570   428,441.636   MT  0.99994111   -1 15 37.2
 JZ3458;UTM  16      - 4,341,874.659   717,069.321   MT  1.00018021   +1 35 21.6
 JZ3458
 JZ3458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3458!SPC OH S     -   0.99998065  x   0.99994111  =   0.99992176
 JZ3458!UTM  16      -   0.99998065  x   1.00018021  =   1.00016086
 JZ3458
 JZ3458                          SUPERSEDED SURVEY CONTROL
 JZ3458
 JZ3458  ELLIP H (04/01/98)  123.39   (m)                       GP(       ) 4 1
 JZ3458  NAD 83(1995)-  39 11 56.53345(N)    084 29 10.66191(W) AD(       ) 1
 JZ3458  NAD 83(1986)-  39 11 56.53130(N)    084 29 10.66516(W) AD(       ) 1
 JZ3458  NGVD 29 (08/25/92)  157.571  (m)          516.96   (f) ADJUSTED    2 2
 JZ3458
 JZ3458.Superseded values are not recommended for survey control.
 JZ3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3458.See file dsdata.txt to determine how the superseded data were derived.
 JZ3458
 JZ3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1706941875(NAD 83)
 JZ3458_MARKER: DE = TRAVERSE STATION DISK
 JZ3458_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3458_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3458_STAMPING: 6941 89
 JZ3458_MARK LOGO: OH1610
 JZ3458_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3458+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 JZ3458
 JZ3458  HISTORY     - Date     Condition        Report By
 JZ3458  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3458  HISTORY     - 19900421 GOOD             WOOLPT
 JZ3458  HISTORY     - 19920203 GOOD             WOOLPT
 JZ3458
 JZ3458                          STATION DESCRIPTION
 JZ3458
 JZ3458'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3458'STATION IS LOCATED AT CALDWELL PARK ON NORTH BEND ROAD JUST WEST OF
 JZ3458'DILLWARD STREET, IN CINCINNATI, OHIO.
 JZ3458'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3458'DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET 0.20 MI (0.32 KM) AND
 JZ3458'TURN LEFT ON BROADWAY AND GO NORTH 0.40 MI (0.64 KM) TO READING ROAD,
 JZ3458'TURN RIGHT ON READING AND GO NORTHEAST 3.80 MI (6.12 KM) TO PADDOCK
 JZ3458'ROAD, TURN LEFT ON TO PADDOCK FOR 2.80 MI (4.51 KM) TO NORTHBEND
 JZ3458'ROAD, TURN LEFT ONTO NORTH BEND FOR 0.60 MI (0.97 KM) AND THE PARK
 JZ3458'WILL BE ON THE NORTH SIDE OF NORTH BEND ROAD. STATION IS SET FLUSH
 JZ3458'WITH THE TOP OF THE GROUND AND IS LOCATED 50.00 FT (15.24 M)
 JZ3458'SOUTHEAST OF A STORM MANHOLE INLET, 20.00 FT (6.10 M) NORTHEAST OF A
 JZ3458'MANHOLE INLET, AND 62.60 FT (19.08 M) NORTHEAST OF THE NORTH END OF A
 JZ3458'12.0 FT (3.7 M) CHAINLINK BACKSTOP FENCE FOR BALLFIELD NO. 2.
 JZ3458
 JZ3458                          STATION RECOVERY (1992)
 JZ3458
 JZ3458'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ3458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3586 ***********************************************************************
 JZ3586  DESIGNATION -  6942
 JZ3586  PID         -  JZ3586
 JZ3586  STATE/COUNTY-  OH/HAMILTON
 JZ3586  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3586
 JZ3586                         *CURRENT SURVEY CONTROL
 JZ3586  ___________________________________________________________________
 JZ3586* NAD 83(1986)-  39 12 01.     (N)    084 29 14.     (W)     SCALED    
 JZ3586* NAVD 88     -       157.501  (meters)     516.73   (feet)  ADJUSTED  
 JZ3586  ___________________________________________________________________
 JZ3586  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ3586  DYNAMIC HT  -         157.403 (meters)     516.41  (feet)  COMP
 JZ3586  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 JZ3586
 JZ3586  VERT ORDER  -  SECOND    CLASS II
 JZ3586
 JZ3586.The horizontal coordinates were scaled from a topographic map and have
 JZ3586.an estimated accuracy of +/- 6 seconds.
 JZ3586
 JZ3586.The orthometric height was determined by differential leveling
 JZ3586.and adjusted by the National Geodetic Survey in March 1993..
 JZ3586
 JZ3586.The geoid height was determined by GEOID03.
 JZ3586
 JZ3586.The dynamic height is computed by dividing the NAVD 88
 JZ3586.geopotential number by the normal gravity value computed on the
 JZ3586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3586.degrees latitude (g = 980.6199 gals.).
 JZ3586
 JZ3586.The modeled gravity was interpolated from observed gravity values.
 JZ3586
 JZ3586;                    North         East    Units  Estimated Accuracy
 JZ3586;SPC OH S     -   135,140.      428,360.      MT  (+/- 180 meters Scaled)
 JZ3586
 JZ3586                          SUPERSEDED SURVEY CONTROL
 JZ3586
 JZ3586  NGVD 29 (08/25/92)  157.678  (m)          517.32   (f) ADJUSTED    2 2
 JZ3586
 JZ3586.Superseded values are not recommended for survey control.
 JZ3586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3586.See file dsdata.txt to determine how the superseded data were derived.
 JZ3586
 JZ3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ169420(NAD 83)
 JZ3586_MARKER: DZ = AZIMUTH MARK DISK
 JZ3586_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3586_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3586_STAMPING: 6942 89
 JZ3586_MARK LOGO: OH1610
 JZ3586_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3586+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992
 JZ3586
 JZ3586  HISTORY     - Date     Condition        Report By
 JZ3586  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3586  HISTORY     - 19920203 GOOD             WOOLPT
 JZ3586
 JZ3586                          STATION DESCRIPTION
 JZ3586
 JZ3586'DESCRIBED BY WOOLPERT CONSULTANTS 1992
 JZ3586'STATION 6942 IS LOCATED IN CALDWELL PARK ON NORTH BEND ROAD JUST WEST
 JZ3586'OF DILLWARD STREET, IN THE SUBURB OF COLLEGE HILL, IN CINCINNATI
 JZ3586'OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING 178.2 FT
 JZ3586'SOUTH OF THE END OF A 8 FT CHAIN LINK FENCE 126.7 FT NORTHEAST OF A
 JZ3586'LIGHT POLE, AND 225.5 FT NORTH OF A LIGHT POLE.  THE STATION IS ALSO
 JZ3586'LOCATED IN LEFT CENTER FIELD OF BALLFIELD NO. 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3511 ***********************************************************************
 JZ3511  DESIGNATION -  6943
 JZ3511  PID         -  JZ3511
 JZ3511  STATE/COUNTY-  OH/HAMILTON
 JZ3511  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3511
 JZ3511                         *CURRENT SURVEY CONTROL
 JZ3511  ___________________________________________________________________
 JZ3511* NAD 83(1995)-  39 11 23.50692(N)    084 29 55.23172(W)     ADJUSTED  
 JZ3511* NAVD 88     -       169.1    (meters)     555.     (feet)  VERTCON   
 JZ3511  ___________________________________________________________________
 JZ3511  X           -     474,563.801 (meters)                     COMP
 JZ3511  Y           -  -4,927,339.573 (meters)                     COMP
 JZ3511  Z           -   4,008,761.077 (meters)                     COMP
 JZ3511  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JZ3511  ELLIP HEIGHT-         135.02  (meters)          (10/07/05) GPS OBS
 JZ3511  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ3511
 JZ3511  HORZ ORDER  -  FIRST
 JZ3511  ELLP ORDER  -  FOURTH    CLASS I
 JZ3511
 JZ3511.The horizontal coordinates were established by GPS observations
 JZ3511.and adjusted by the National Geodetic Survey in April 1998..
 JZ3511
 JZ3511.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3511
 JZ3511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3511
 JZ3511.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3511
 JZ3511.The ellipsoidal height was determined by GPS observations
 JZ3511.and is referenced to NAD 83.
 JZ3511
 JZ3511.The geoid height was determined by GEOID03.
 JZ3511
 JZ3511;                    North         East     Units Scale Factor Converg.
 JZ3511;SPC OH S     -   134,001.176   427,349.777   MT  0.99994164   -1 16 05.5
 JZ3511;UTM  16      - 4,340,826.968   716,028.001   MT  1.00017466   +1 34 52.2
 JZ3511
 JZ3511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3511!SPC OH S     -   0.99997882  x   0.99994164  =   0.99992046
 JZ3511!UTM  16      -   0.99997882  x   1.00017466  =   1.00015347
 JZ3511
 JZ3511                          SUPERSEDED SURVEY CONTROL
 JZ3511
 JZ3511  ELLIP H (04/01/98)  135.08   (m)                       GP(       ) 4 1
 JZ3511  NAD 83(1995)-  39 11 23.51316(N)    084 29 55.23912(W) AD(       ) 1
 JZ3511  NAD 83(1986)-  39 11 23.51109(N)    084 29 55.24239(W) AD(       ) 1
 JZ3511  NGVD 29 (05/06/92)  169.3    (m)          555.     (f) GPS OBS        
 JZ3511
 JZ3511.Superseded values are not recommended for survey control.
 JZ3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3511.See file dsdata.txt to determine how the superseded data were derived.
 JZ3511
 JZ3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1602840827(NAD 83)
 JZ3511_MARKER: DE = TRAVERSE STATION DISK
 JZ3511_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3511_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3511_STAMPING: 6943 89
 JZ3511_MARK LOGO: OH1610
 JZ3511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3511+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1990
 JZ3511
 JZ3511  HISTORY     - Date     Condition        Report By
 JZ3511  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3511  HISTORY     - 19900309 GOOD
 JZ3511
 JZ3511                          STATION DESCRIPTION
 JZ3511
 JZ3511'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3511'STATION IS LOCATED AT CROSLEY SPORTS CENTER AT THE INTERSECTION OF
 JZ3511'CENTER HILL ROAD AND ESTE AVENUE, IN CINCINNATI, OHIO. TO REACH FROM
 JZ3511'THE FEDRAL BUILDING AT THE CORNER OF FIFTH AND MAIN STREETS IN
 JZ3511'DOWNTOWN CINCINNATI.  GO EAST ON FIFTH STREET FOR 0.20 MI (0.32 KM)
 JZ3511'TO BROADWAY, THEN TURN LEFT AND GO NORTH 0.40 MI (0.64 KM) TO READING
 JZ3511'ROAD, TURN RIGHT ON READING AND GO NORTHEAST 3.80 MI (6.12 KM) TO
 JZ3511'PADDOCK ROAD, TURN LEFT ONTO PADDOCK AND GO 1.80 MI (2.90 KM) TO
 JZ3511'TOWNSHIP AVENUE, TURN LEFT ONTO TOWNSHIP AND GO ACROSS VINE STREET
 JZ3511'1.00 MI (1.61 KM) WHERE TOWNSHIP TURNS INTO CIRCLE HILL DRIVE AT THE
 JZ3511'INTERSECTION OF TOWNSHIP AND ESTE AVENUE. THE PARK IS SITUATED ON THE
 JZ3511'NORTH SIDE OF THE INTERSECTION. STATION IS SET FLUSH WITH THE TOP OF
 JZ3511'THE GROUND AND IS LOCATED 164.00 FT (49.99 M) SOUTHEAST OF THE
 JZ3511'SOUTHEAST CORNER OF A TWO STORY CONCESSION BUILDING, 81.80 FT
 JZ3511'(24.93 M) NORTH OF A LIGHT POLE, AND 2.50 FT (0.76 M) EAST OF THE
 JZ3511'EAST LINE OF A BLACKTOP PARKING AREA.
 JZ3511
 JZ3511                          STATION RECOVERY (1990)
 JZ3511
 JZ3511'RECOVERED 1990
 JZ3511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3460 ***********************************************************************
 JZ3460  DESIGNATION -  6944
 JZ3460  PID         -  JZ3460
 JZ3460  STATE/COUNTY-  OH/HAMILTON
 JZ3460  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3460
 JZ3460                         *CURRENT SURVEY CONTROL
 JZ3460  ___________________________________________________________________
 JZ3460* NAD 83(1986)-  39 11 18.     (N)    084 29 52.     (W)     SCALED    
 JZ3460* NAVD 88     -       162.938  (meters)     534.57   (feet)  ADJUSTED  
 JZ3460  ___________________________________________________________________
 JZ3460  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3460  DYNAMIC HT  -         162.837 (meters)     534.24  (feet)  COMP
 JZ3460  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 JZ3460
 JZ3460  VERT ORDER  -  SECOND    CLASS II
 JZ3460
 JZ3460.The horizontal coordinates were scaled from a topographic map and have
 JZ3460.an estimated accuracy of +/- 6 seconds.
 JZ3460
 JZ3460.The orthometric height was determined by differential leveling
 JZ3460.and adjusted by the National Geodetic Survey in March 1993..
 JZ3460
 JZ3460.The geoid height was determined by GEOID03.
 JZ3460
 JZ3460.The dynamic height is computed by dividing the NAVD 88
 JZ3460.geopotential number by the normal gravity value computed on the
 JZ3460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3460.degrees latitude (g = 980.6199 gals.).
 JZ3460
 JZ3460.The modeled gravity was interpolated from observed gravity values.
 JZ3460
 JZ3460;                    North         East    Units  Estimated Accuracy
 JZ3460;SPC OH S     -   133,830.      427,420.      MT  (+/- 180 meters Scaled)
 JZ3460
 JZ3460                          SUPERSEDED SURVEY CONTROL
 JZ3460
 JZ3460  NGVD 29 (06/03/91)  163.114  (m)          535.15   (f) ADJUSTED    2 2
 JZ3460
 JZ3460.Superseded values are not recommended for survey control.
 JZ3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3460.See file dsdata.txt to determine how the superseded data were derived.
 JZ3460
 JZ3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ161406(NAD 83)
 JZ3460_MARKER: DE = TRAVERSE STATION DISK
 JZ3460_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3460_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3460_STAMPING: 6944
 JZ3460_MARK LOGO: OH1610
 JZ3460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3460+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1990
 JZ3460
 JZ3460  HISTORY     - Date     Condition        Report By
 JZ3460  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3460  HISTORY     - 19900420 GOOD             WOOLPT
 JZ3460
 JZ3460                          STATION DESCRIPTION
 JZ3460
 JZ3460'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3460'STATION IS LOCATED AT CROSLEY SPORTS CENTER AT THE INTERSECTION OF
 JZ3460'CENTER HILL ROAD AND ESTE AVENUE, IN CINCINNATI, OHIO.
 JZ3460'TO REACH FROM THE FEDERAL BUILDING AT THE CORNER OF FIFTH AND MAIN
 JZ3460'STREETS IN DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET FOR 0.20 MI
 JZ3460'(0.32 KM) TO BROADWAY, THEN TURN LEFT AND GO NORTH 0.40 MI (0.64 KM)
 JZ3460'TO READING ROAD, TURN RIGHT ON READING AND GO NORTHEAST 3.80 MI
 JZ3460'(6.12 KM) TO PADDOCK ROAD, TURN LEFT ONTO PADDOCK AND GO 1.80 MI
 JZ3460'(2.90 KM) TO TOWNSHIP AVENUE, TURN LEFT ONTO TOWNSHIP AND GO ACROSS
 JZ3460'VINE STREET 1.00 MI (1.61 KM) WHERE TOWNSHIP TURNS INTO CIRCLE HILL
 JZ3460'DRIVE AT THE INTERSECTION OF TOWNSHIP AND ESTE AVENUE. THE PARK IS
 JZ3460'SITUATED ON THE NORTH SIDE OF THE INTERSECTION.
 JZ3460'STATION IS SET FLUSH WITH THE TOP OF THE GROUND AND IS LOCATED 117.9
 JZ3460'FT (35.9 M) NORTHWEST OF THE NORTHWEST CURB OF ESTE AVENUE PRODUCED
 JZ3460'EASTERLY, 33.3 FT (10.1 M) NORTHEASTERLY OF THE NORTHEASTERN CURB OF
 JZ3460'CENTER HILL ROAD AND 3.7 FT (1.1 M) SOUTHWEST OF THE MACADAM PARKING
 JZ3460'LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3480 ***********************************************************************
 JZ3480  DESIGNATION -  6945
 JZ3480  PID         -  JZ3480
 JZ3480  STATE/COUNTY-  OH/HAMILTON
 JZ3480  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3480
 JZ3480                         *CURRENT SURVEY CONTROL
 JZ3480  ___________________________________________________________________
 JZ3480* NAD 83(1995)-  39 12 09.67425(N)    084 32 26.06700(W)     ADJUSTED  
 JZ3480* NAVD 88     -       264.946  (meters)     869.24   (feet)  ADJUSTED  
 JZ3480  ___________________________________________________________________
 JZ3480  X           -     470,881.926 (meters)                     COMP
 JZ3480  Y           -  -4,926,863.602 (meters)                     COMP
 JZ3480  Z           -   4,009,925.131 (meters)                     COMP
 JZ3480  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JZ3480  ELLIP HEIGHT-         230.98  (meters)          (10/07/05) GPS OBS
 JZ3480  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ3480  DYNAMIC HT  -         264.783 (meters)     868.71  (feet)  COMP
 JZ3480  MODELED GRAV-     980,007.2   (mgal)                       NAVD 88
 JZ3480
 JZ3480  HORZ ORDER  -  FIRST
 JZ3480  VERT ORDER  -  SECOND    CLASS II
 JZ3480  ELLP ORDER  -  FOURTH    CLASS I
 JZ3480
 JZ3480.The horizontal coordinates were established by GPS observations
 JZ3480.and adjusted by the National Geodetic Survey in April 1998..
 JZ3480
 JZ3480.The orthometric height was determined by differential leveling
 JZ3480.and adjusted by the National Geodetic Survey in March 1993..
 JZ3480
 JZ3480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3480
 JZ3480.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3480
 JZ3480.The ellipsoidal height was determined by GPS observations
 JZ3480.and is referenced to NAD 83.
 JZ3480
 JZ3480.The geoid height was determined by GEOID03.
 JZ3480
 JZ3480.The dynamic height is computed by dividing the NAVD 88
 JZ3480.geopotential number by the normal gravity value computed on the
 JZ3480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3480.degrees latitude (g = 980.6199 gals.).
 JZ3480
 JZ3480.The modeled gravity was interpolated from observed gravity values.
 JZ3480
 JZ3480;                    North         East     Units Scale Factor Converg.
 JZ3480;SPC OH S     -   135,505.419   423,763.250   MT  0.99994091   -1 17 41.2
 JZ3480;UTM  16      - 4,342,151.342   712,370.308   MT  1.00015536   +1 33 18.4
 JZ3480
 JZ3480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3480!SPC OH S     -   0.99996376  x   0.99994091  =   0.99990467
 JZ3480!UTM  16      -   0.99996376  x   1.00015536  =   1.00011912
 JZ3480
 JZ3480                          SUPERSEDED SURVEY CONTROL
 JZ3480
 JZ3480  ELLIP H (04/01/98)  231.03   (m)                       GP(       ) 4 1
 JZ3480  NAD 83(1995)-  39 12 09.68050(N)    084 32 26.07436(W) AD(       ) 1
 JZ3480  NAD 83(1986)-  39 12 09.67841(N)    084 32 26.07751(W) AD(       ) 1
 JZ3480  NGVD 29 (06/03/91)  265.120  (m)          869.81   (f) ADJUSTED    2 2
 JZ3480
 JZ3480.Superseded values are not recommended for survey control.
 JZ3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3480.See file dsdata.txt to determine how the superseded data were derived.
 JZ3480
 JZ3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1237042151(NAD 83)
 JZ3480_MARKER: DE = TRAVERSE STATION DISK
 JZ3480_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3480_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3480_STAMPING: 6945 89
 JZ3480_MARK LOGO: OH1610
 JZ3480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3480+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1990
 JZ3480
 JZ3480  HISTORY     - Date     Condition        Report By
 JZ3480  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3480  HISTORY     - 19900422 GOOD             WOOLPT
 JZ3480
 JZ3480                          STATION DESCRIPTION
 JZ3480
 JZ3480'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3480'STATION IS LOCATED AT PLEASANT HILL SCHOOL ON NORTH BEND ROAD, EAST OF
 JZ3480'HAMILTON AVENUE, AND WEST OF EDWOOD AVENUE, IN CINCINNATI, OHIO.
 JZ3480'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3480'DOWNTOWN CINCINNATI, GO 0.20 MI (0.32 KM) EAST ON FIFTH STREET, TURN
 JZ3480'LEFT ON BROADWAY FOR 0.40 MI (0.64 KM) TO READING ROAD, TURN RIGHT ON
 JZ3480'READING AND GO NORTH 1.40 MI (2.25 KM) TO MCMILLAN STREET, TURN LEFT
 JZ3480'ON MCMILLAN AND GO WEST FOR 1.00 MI (1.61 KM) TO CLIFTON AVENUE, TURN
 JZ3480'RIGHT ON CLIFTON AVENUE AND GO NORTH FOR 2.70 MI (4.35 KM) TO SPRING
 JZ3480'GROVE AVENUE, TURN LEFT ON SPRING GROVE FOR 0.20 MI (0.32 KM) TO
 JZ3480'WINTON ROAD, TURN RIGHT ON WINTON AND GO NORTH 2.60 MI (4.18 KM) TO
 JZ3480'NORTH BEND ROAD, TURN LEFT ON NORTH BEND AND GO 1.10 MI (1.77 KM)
 JZ3480'WEST, THE PARK WILL BE ON THE NORTH SIDE OF THE ROAD.
 JZ3480'STATION IS SET FLUSH WITH THE TOP OF THE GROUND AND IS LOCATED 16.70
 JZ3480'FT (5.09 M) NORTH OF THE NORTH CURBLINE OF NORTH BEND ROAD, 20.70 FT
 JZ3480'(6.31 M) WEST OF THE NORTHWARDLY EXTENSION OF THE WEST LINE OF A 2
 JZ3480'STORY BRICK HOME AT 1337 NORTH BEND ROAD, 2.70 FT (0.82 M) SOUTH OF
 JZ3480'THE SOUTH LINE OF A BLACKTOP PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3481 ***********************************************************************
 JZ3481  DESIGNATION -  6947
 JZ3481  PID         -  JZ3481
 JZ3481  STATE/COUNTY-  OH/HAMILTON
 JZ3481  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3481
 JZ3481                         *CURRENT SURVEY CONTROL
 JZ3481  ___________________________________________________________________
 JZ3481* NAD 83(1995)-  39 11 39.87433(N)    084 32 13.34402(W)     ADJUSTED  
 JZ3481* NAVD 88     -       266.250  (meters)     873.52   (feet)  ADJUSTED  
 JZ3481  ___________________________________________________________________
 JZ3481  X           -     471,241.219 (meters)                     COMP
 JZ3481  Y           -  -4,927,413.737 (meters)                     COMP
 JZ3481  Z           -   4,009,213.739 (meters)                     COMP
 JZ3481  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JZ3481  ELLIP HEIGHT-         232.27  (meters)          (10/07/05) GPS OBS
 JZ3481  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ3481  DYNAMIC HT  -         266.087 (meters)     872.99  (feet)  COMP
 JZ3481  MODELED GRAV-     980,007.2   (mgal)                       NAVD 88
 JZ3481
 JZ3481  HORZ ORDER  -  FIRST
 JZ3481  VERT ORDER  -  SECOND    CLASS II
 JZ3481  ELLP ORDER  -  FOURTH    CLASS I
 JZ3481
 JZ3481.The horizontal coordinates were established by GPS observations
 JZ3481.and adjusted by the National Geodetic Survey in April 1998..
 JZ3481
 JZ3481.The orthometric height was determined by differential leveling
 JZ3481.and adjusted by the National Geodetic Survey in March 1993..
 JZ3481
 JZ3481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3481
 JZ3481.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3481
 JZ3481.The ellipsoidal height was determined by GPS observations
 JZ3481.and is referenced to NAD 83.
 JZ3481
 JZ3481.The geoid height was determined by GEOID03.
 JZ3481
 JZ3481.The dynamic height is computed by dividing the NAVD 88
 JZ3481.geopotential number by the normal gravity value computed on the
 JZ3481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3481.degrees latitude (g = 980.6199 gals.).
 JZ3481
 JZ3481.The modeled gravity was interpolated from observed gravity values.
 JZ3481
 JZ3481;                    North         East     Units Scale Factor Converg.
 JZ3481;SPC OH S     -   134,579.824   424,047.702   MT  0.99994138   -1 17 33.2
 JZ3481;UTM  16      - 4,341,240.839   712,700.496   MT  1.00015709   +1 33 25.4
 JZ3481
 JZ3481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3481!SPC OH S     -   0.99996356  x   0.99994138  =   0.99990494
 JZ3481!UTM  16      -   0.99996356  x   1.00015709  =   1.00012064
 JZ3481
 JZ3481                          SUPERSEDED SURVEY CONTROL
 JZ3481
 JZ3481  ELLIP H (04/01/98)  232.32   (m)                       GP(       ) 4 1
 JZ3481  NAD 83(1995)-  39 11 39.88058(N)    084 32 13.35137(W) AD(       ) 1
 JZ3481  NAD 83(1986)-  39 11 39.87852(N)    084 32 13.35456(W) AD(       ) 1
 JZ3481  NGVD 29 (06/03/91)  266.418  (m)          874.07   (f) ADJUSTED    2 2
 JZ3481
 JZ3481.Superseded values are not recommended for survey control.
 JZ3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3481.See file dsdata.txt to determine how the superseded data were derived.
 JZ3481
 JZ3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1270041241(NAD 83)
 JZ3481_MARKER: DE = TRAVERSE STATION DISK
 JZ3481_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3481_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3481_STAMPING: 6947 89
 JZ3481_MARK LOGO: OH1610
 JZ3481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3481+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1990
 JZ3481
 JZ3481  HISTORY     - Date     Condition        Report By
 JZ3481  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3481  HISTORY     - 19900422 GOOD             WOOLPT
 JZ3481  HISTORY     - 20041104 GOOD             GEOCAC
 JZ3481
 JZ3481                          STATION DESCRIPTION
 JZ3481
 JZ3481'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3481'STATION IS LOCATED AT DANIELS PLAYGROUND ON GROESBECK ROAD, JUST WEST
 JZ3481'OF ARGUS, IN CINCINNATI, OHIO.
 JZ3481'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3481'DOWNTOWN CINCINNATI, GO 0.20 MI (0.32 KM) EAST ON FIFTH STREET, TURN
 JZ3481'LEFT ON BROADWAY FOR 0.40 MI (0.64 KM) TO READING ROAD, TURN RIGHT ON
 JZ3481'READING AND GO NORTHEAST FOR 1.40 MI (2.25 KM) TO MCMILLAN STREET,
 JZ3481'TURN LEFT ON MCMILLAN FOR 1.00 MI (1.61 KM) TO CLIFTON AVENUE, TURN
 JZ3481'RIGHT ON CLIFTON FOR 2.70 MI (4.35 KM) TO SPRING GROVE AVENUE FOR
 JZ3481'0.20 MI (0.32 KM) TO WINTON ROAD. TURN RIGHT ON WINTON TO 0.80 MI
 JZ3481'(1.29 KM) TO GRAY ROAD, TURN LEFT AND GO 0.40 MI (0.64 KM) ON GRAY,
 JZ3481'GRAY TURNS INTO GROESBECK ROAD AND GO 0.40 MI (0.64 KM) ON GROESBECK.
 JZ3481'THE PARK IS LOCATED ON THE NORTH SIDE OF GROESBECK 0.10 MI
 JZ3481'(0.16 KM) WEST OF ARGUS.
 JZ3481'STATION IS SET FLUSH WITH THE TOP OF THE GROUND AND IS LOCATED 11.90
 JZ3481'FT (3.63 M) NORTHEAST OF A CATCHBASIN IN THE PARKING LOT ENTRANCE,
 JZ3481'23.00 FT (7.01 M) EAST OF THE NORTHEAST CORNER OF A WATER FOUNTAIN,
 JZ3481'AND 22.90 FT (6.98 M) SOUTHEAST OF A MANHOLE.
 JZ3481
 JZ3481                          STATION RECOVERY (2004)
 JZ3481
 JZ3481'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ3481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3482 ***********************************************************************
 JZ3482  DESIGNATION -  6949
 JZ3482  PID         -  JZ3482
 JZ3482  STATE/COUNTY-  OH/HAMILTON
 JZ3482  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3482
 JZ3482                         *CURRENT SURVEY CONTROL
 JZ3482  ___________________________________________________________________
 JZ3482* NAD 83(1995)-  39 11 39.50361(N)    084 32 54.71647(W)     ADJUSTED  
 JZ3482* NAVD 88     -       268.322  (meters)     880.32   (feet)  ADJUSTED  
 JZ3482  ___________________________________________________________________
 JZ3482  X           -     470,253.709 (meters)                     COMP
 JZ3482  Y           -  -4,927,516.925 (meters)                     COMP
 JZ3482  Z           -   4,009,206.168 (meters)                     COMP
 JZ3482  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JZ3482  ELLIP HEIGHT-         234.31  (meters)          (10/07/05) GPS OBS
 JZ3482  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ3482  DYNAMIC HT  -         268.157 (meters)     879.78  (feet)  COMP
 JZ3482  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 JZ3482
 JZ3482  HORZ ORDER  -  FIRST
 JZ3482  VERT ORDER  -  SECOND    CLASS II
 JZ3482  ELLP ORDER  -  FOURTH    CLASS I
 JZ3482
 JZ3482.The horizontal coordinates were established by GPS observations
 JZ3482.and adjusted by the National Geodetic Survey in April 1998..
 JZ3482
 JZ3482.The orthometric height was determined by differential leveling
 JZ3482.and adjusted by the National Geodetic Survey in March 1993..
 JZ3482
 JZ3482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3482
 JZ3482.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3482
 JZ3482.The ellipsoidal height was determined by GPS observations
 JZ3482.and is referenced to NAD 83.
 JZ3482
 JZ3482.The geoid height was determined by GEOID03.
 JZ3482
 JZ3482.The dynamic height is computed by dividing the NAVD 88
 JZ3482.geopotential number by the normal gravity value computed on the
 JZ3482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3482.degrees latitude (g = 980.6199 gals.).
 JZ3482
 JZ3482.The modeled gravity was interpolated from observed gravity values.
 JZ3482
 JZ3482;                    North         East     Units Scale Factor Converg.
 JZ3482;SPC OH S     -   134,590.852   423,054.944   MT  0.99994138   -1 17 59.4
 JZ3482;UTM  16      - 4,341,202.491   711,708.207   MT  1.00015190   +1 32 59.2
 JZ3482
 JZ3482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3482!SPC OH S     -   0.99996324  x   0.99994138  =   0.99990462
 JZ3482!UTM  16      -   0.99996324  x   1.00015190  =   1.00011513
 JZ3482
 JZ3482                          SUPERSEDED SURVEY CONTROL
 JZ3482
 JZ3482  ELLIP H (04/01/98)  234.37   (m)                       GP(       ) 4 1
 JZ3482  NAD 83(1995)-  39 11 39.50986(N)    084 32 54.72382(W) AD(       ) 1
 JZ3482  NAD 83(1986)-  39 11 39.50781(N)    084 32 54.72699(W) AD(       ) 1
 JZ3482  NGVD 29 (06/03/91)  268.483  (m)          880.85   (f) ADJUSTED    2 2
 JZ3482
 JZ3482.Superseded values are not recommended for survey control.
 JZ3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3482.See file dsdata.txt to determine how the superseded data were derived.
 JZ3482
 JZ3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1170841202(NAD 83)
 JZ3482_MARKER: DE = TRAVERSE STATION DISK
 JZ3482_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3482_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3482_STAMPING: 6949 89
 JZ3482_MARK LOGO: OH1610
 JZ3482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3482+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1990
 JZ3482
 JZ3482  HISTORY     - Date     Condition        Report By
 JZ3482  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3482  HISTORY     - 19900422 GOOD             WOOLPT
 JZ3482  HISTORY     - 20041104 GOOD             GEOCAC
 JZ3482
 JZ3482                          STATION DESCRIPTION
 JZ3482
 JZ3482'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3482'STATION IS LOCATED AT COLLEGE HILL PARK, ON LARCH AVENUE, BETWEEN
 JZ3482'BELMONT AVENUE AND HAMILTON AVENUE, IN CINCINNATI, OHIO.
 JZ3482'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3482'DOWNTOWN CINCINNATI, GO NORTH ON MAIN 0.10 MI (0.16 KM) TO SIXTH
 JZ3482'STREET, TURN LEFT ON SIXTH FOR 0.40 MI (0.64 KM) TO CENTRAL PARKWAY,
 JZ3482'TURN RIGHT ON CENTRAL PARKWAY AND GO 6.90 MI (11.10 KM) NORTH,
 JZ3482'CENTRAL PARKWAY TURNS INTO HAMILTON AVENUE.  TURN LEFT AND GO 0.20 MI
 JZ3482'(0.32 KM) ON LARCH AVENUE, COLLEGE HILL PARK IS LOCATED ON THE SOUTH
 JZ3482'SIDE OF LARCH.
 JZ3482'STATION IS SET FLUSH WITH THE TOP OF THE GROUND AND IS LOCATED 12.85
 JZ3482'FT (3.92 M) SOUTH OF THE SOUTH CURB LINE OF LARCH AVENUE, 24.30 FT
 JZ3482'(7.41 M) WEST OF A MANHOLE, AND 53.50 FT (16.31 M) NORTHEAST OF A
 JZ3482'STORM INLET MANHOLE.
 JZ3482
 JZ3482                          STATION RECOVERY (2004)
 JZ3482
 JZ3482'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ3482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1677 ***********************************************************************
 MC1677  DESIGNATION -  695
 MC1677  PID         -  MC1677
 MC1677  STATE/COUNTY-  OH/WOOD
 MC1677  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 MC1677
 MC1677                         *CURRENT SURVEY CONTROL
 MC1677  ___________________________________________________________________
 MC1677* NAD 83(1986)-  41 22 34.     (N)    083 38 55.     (W)     SCALED    
 MC1677* NAVD 88     -       211.674  (meters)     694.47   (feet)  ADJUSTED  
 MC1677  ___________________________________________________________________
 MC1677  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC1677  DYNAMIC HT  -         211.586 (meters)     694.18  (feet)  COMP
 MC1677  MODELED GRAV-     980,203.8   (mgal)                       NAVD 88
 MC1677
 MC1677  VERT ORDER  -  FIRST     CLASS II
 MC1677
 MC1677.The horizontal coordinates were scaled from a topographic map and have
 MC1677.an estimated accuracy of +/- 6 seconds.
 MC1677
 MC1677.The orthometric height was determined by differential leveling
 MC1677.and adjusted by the National Geodetic Survey in January 1994..
 MC1677
 MC1677.The geoid height was determined by GEOID03.
 MC1677
 MC1677.The dynamic height is computed by dividing the NAVD 88
 MC1677.geopotential number by the normal gravity value computed on the
 MC1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1677.degrees latitude (g = 980.6199 gals.).
 MC1677
 MC1677.The modeled gravity was interpolated from observed gravity values.
 MC1677
 MC1677;                    North         East    Units  Estimated Accuracy
 MC1677;SPC OH N     -   190,460.      503,920.      MT  (+/- 180 meters Scaled)
 MC1677
 MC1677                          SUPERSEDED SURVEY CONTROL
 MC1677
 MC1677.No superseded survey control is available for this station.
 MC1677
 MC1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF785838(NAD 83)
 MC1677_MARKER: DD = SURVEY DISK
 MC1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1677_SP_SET: CONCRETE POST
 MC1677_STAMPING: 695
 MC1677_MARK LOGO: USGS  
 MC1677_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1677+STABILITY: SURFACE MOTION
 MC1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1677+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1993
 MC1677
 MC1677  HISTORY     - Date     Condition        Report By
 MC1677  HISTORY     - UNK      MONUMENTED       USGS
 MC1677  HISTORY     - 19930716 GOOD             NGS
 MC1677
 MC1677                          STATION DESCRIPTION
 MC1677
 MC1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1677'IN BOWLING GREEN, AT THE INTERSECTION OF NORTH PROSPECT AND EAST
 MC1677'COURT STREETS, 32.5 M (106.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 MC1677'THE COUNTY COURTHOUSE, 14.9 EAST OF THE CENTERLINE OF NORTH PROSPECT
 MC1677'STREET, 12.7 M (41.7 FT) NORTH OF THE CENTER OF EAST COURT STREET,
 MC1677'0.9 M (3.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK LEADING
 MC1677'TO THE COURTHOUSE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE STREETS, AND
 MC1677'THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
 MC1677'NOTE--THE EAST EDGE OF THE DISK IS MISSING AND THE REST OF THE DISK
 MC1677'IS BADLY BATTERED.  THE MONUMENT IS STILL SOLID IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3554 ***********************************************************************
 JZ3554  DESIGNATION -  6951
 JZ3554  PID         -  JZ3554
 JZ3554  STATE/COUNTY-  OH/HAMILTON
 JZ3554  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3554
 JZ3554                         *CURRENT SURVEY CONTROL
 JZ3554  ___________________________________________________________________
 JZ3554* NAD 83(1986)-  39 08 43.     (N)    084 35 06.     (W)     SCALED    
 JZ3554* NAVD 88     -       267.400  (meters)     877.29   (feet)  ADJUSTED  
 JZ3554  ___________________________________________________________________
 JZ3554  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3554  DYNAMIC HT  -         267.232 (meters)     876.74  (feet)  COMP
 JZ3554  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JZ3554
 JZ3554  VERT ORDER  -  SECOND    CLASS II
 JZ3554
 JZ3554.The horizontal coordinates were scaled from a topographic map and have
 JZ3554.an estimated accuracy of +/- 6 seconds.
 JZ3554
 JZ3554.The orthometric height was determined by differential leveling
 JZ3554.and adjusted by the National Geodetic Survey in March 1993..
 JZ3554
 JZ3554.The geoid height was determined by GEOID03.
 JZ3554
 JZ3554.The dynamic height is computed by dividing the NAVD 88
 JZ3554.geopotential number by the normal gravity value computed on the
 JZ3554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3554.degrees latitude (g = 980.6199 gals.).
 JZ3554
 JZ3554.The modeled gravity was interpolated from observed gravity values.
 JZ3554
 JZ3554;                    North         East    Units  Estimated Accuracy
 JZ3554;SPC OH S     -   129,220.      419,780.      MT  (+/- 180 meters Scaled)
 JZ3554
 JZ3554                          SUPERSEDED SURVEY CONTROL
 JZ3554
 JZ3554  NGVD 29 (08/25/92)  267.577  (m)          877.88   (f) ADJUSTED    2 2
 JZ3554
 JZ3554.Superseded values are not recommended for survey control.
 JZ3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3554.See file dsdata.txt to determine how the superseded data were derived.
 JZ3554
 JZ3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ087356(NAD 83)
 JZ3554_MARKER: DE = TRAVERSE STATION DISK
 JZ3554_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3554_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3554_STAMPING: 6951 89
 JZ3554_MARK LOGO: OH1610
 JZ3554_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3554+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1991
 JZ3554
 JZ3554  HISTORY     - Date     Condition        Report By
 JZ3554  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3554  HISTORY     - 19911106 GOOD             WOOLPT
 JZ3554  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ3554  HISTORY     - 20060423 GOOD             GEOCAC
 JZ3554
 JZ3554                          STATION DESCRIPTION
 JZ3554
 JZ3554'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3554'STATION 6951 IS LOCATED IN RYAN PARK ON FELICITY DRIVE, SOUTH OF
 JZ3554'MONTANA AVENUE, ONE BLOCK WEST OF WESTWOOD NORTHERN BOULEVARD, IN THE
 JZ3554'SUBURB OF WESTWOOD, IN CINCINNATI OHIO.  THE STATION IS MORE
 JZ3554'PARTICULARLY DESCRIBED AS BEING 113.19 FT NORTHWEST OF THE FENCE POST
 JZ3554'THAT INTERSECTS A 6 FT CHAIN LINK FENCE AND A 4 FT CHAIN LINK FENCE,
 JZ3554'103.12 FT NORTHWEST OF THE FOUNDATION OF A 2 STORY BRICK APARTMENT
 JZ3554'BUILDING, 63.21 FT WEST OF SAID 4 FT CHAIN LINK FENCE AND IN LINE
 JZ3554'WITH THE NORTH BUILDING LINE PRODUCED WEST OF SAID APARTMENT
 JZ3554'BUILDING.
 JZ3554
 JZ3554                          STATION RECOVERY (2004)
 JZ3554
 JZ3554'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ3554'MARK NOT FOUND.
 JZ3554
 JZ3554                          STATION RECOVERY (2006)
 JZ3554
 JZ3554'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3493 ***********************************************************************
 JZ3493  DESIGNATION -  6952
 JZ3493  PID         -  JZ3493
 JZ3493  STATE/COUNTY-  OH/HAMILTON
 JZ3493  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3493
 JZ3493                         *CURRENT SURVEY CONTROL
 JZ3493  ___________________________________________________________________
 JZ3493* NAD 83(1995)-  39 08 47.60403(N)    084 35 22.45212(W)     ADJUSTED  
 JZ3493* NAVD 88     -       273.239  (meters)     896.45   (feet)  ADJUSTED  
 JZ3493  ___________________________________________________________________
 JZ3493  X           -     467,040.369 (meters)                     COMP
 JZ3493  Y           -  -4,931,189.753 (meters)                     COMP
 JZ3493  Z           -   4,005,099.248 (meters)                     COMP
 JZ3493  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JZ3493  ELLIP HEIGHT-         239.13  (meters)          (10/07/05) GPS OBS
 JZ3493  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ3493  DYNAMIC HT  -         273.067 (meters)     895.89  (feet)  COMP
 JZ3493  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 JZ3493
 JZ3493  HORZ ORDER  -  FIRST
 JZ3493  VERT ORDER  -  SECOND    CLASS II
 JZ3493  ELLP ORDER  -  FOURTH    CLASS I
 JZ3493
 JZ3493.The horizontal coordinates were established by GPS observations
 JZ3493.and adjusted by the National Geodetic Survey in April 1998..
 JZ3493
 JZ3493.The orthometric height was determined by differential leveling
 JZ3493.and adjusted by the National Geodetic Survey in March 1993..
 JZ3493
 JZ3493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3493
 JZ3493.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3493
 JZ3493.The ellipsoidal height was determined by GPS observations
 JZ3493.and is referenced to NAD 83.
 JZ3493
 JZ3493.The geoid height was determined by GEOID03.
 JZ3493
 JZ3493.The dynamic height is computed by dividing the NAVD 88
 JZ3493.geopotential number by the normal gravity value computed on the
 JZ3493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3493.degrees latitude (g = 980.6199 gals.).
 JZ3493
 JZ3493.The modeled gravity was interpolated from observed gravity values.
 JZ3493
 JZ3493;                    North         East     Units Scale Factor Converg.
 JZ3493;SPC OH S     -   129,372.664   419,388.225   MT  0.99994448   -1 19 33.1
 JZ3493;SPC KY1Z     - 1,312,870.382 1,600,328.741   MT  1.00015109   +0 42 44.9
 JZ3493;SPC KY1Z     - 4,307,308.91  5,250,411.88   sFT  1.00015109   +0 42 44.9
 JZ3493;SPC KY N     -   182,826.115   470,644.167   MT  1.00003230   -0 12 40.4
 JZ3493;SPC KY N     -   599,822.01  1,544,105.07   sFT  1.00003230   -0 12 40.4
 JZ3493;UTM  16      - 4,335,807.429   708,304.691   MT  1.00013430   +1 31 20.2
 JZ3493
 JZ3493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3493!SPC OH S     -   0.99996248  x   0.99994448  =   0.99990697
 JZ3493!SPC KY1Z     -   0.99996248  x   1.00015109  =   1.00011357
 JZ3493!SPC KY N     -   0.99996248  x   1.00003230  =   0.99999478
 JZ3493!UTM  16      -   0.99996248  x   1.00013430  =   1.00009678
 JZ3493
 JZ3493                          SUPERSEDED SURVEY CONTROL
 JZ3493
 JZ3493  ELLIP H (04/01/98)  239.19   (m)                       GP(       ) 4 1
 JZ3493  NAD 83(1995)-  39 08 47.61056(N)    084 35 22.45932(W) AD(       ) 1
 JZ3493  NAD 83(1986)-  39 08 47.60854(N)    084 35 22.46262(W) AD(       ) 1
 JZ3493  NGVD 29 (08/25/92)  273.417  (m)          897.04   (f) ADJUSTED    2 2
 JZ3493
 JZ3493.Superseded values are not recommended for survey control.
 JZ3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3493.See file dsdata.txt to determine how the superseded data were derived.
 JZ3493
 JZ3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0830535807(NAD 83)
 JZ3493_MARKER: DE = TRAVERSE STATION DISK
 JZ3493_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3493_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3493_STAMPING: 6952 89
 JZ3493_MARK LOGO: OH1610
 JZ3493_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3493+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1991
 JZ3493
 JZ3493  HISTORY     - Date     Condition        Report By
 JZ3493  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3493  HISTORY     - 19900921 GOOD             WOOLPT
 JZ3493  HISTORY     - 19911105 GOOD             WOOLPT
 JZ3493  HISTORY     - 20040124 GOOD             GEOCAC
 JZ3493
 JZ3493                          STATION DESCRIPTION
 JZ3493
 JZ3493'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3493'STATION IS LOCATED AT RYAN PARK ON FELICITY DRIVE, SOUTH OF MONTANA
 JZ3493'AVENUE, ONE BLOCK WEST OF WESTWOOD NORTHERN BOULEVARD, IN
 JZ3493'CINCINNATI, OHIO.
 JZ3493'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3493'DOWNTOWN CINCINNATI, GO NORTH ON MAIN STREET FOR 0.10 MI (0.16 KM)
 JZ3493'TO SIXTH STREET, TURN LEFT ON SIXTH AND GO WEST FOR 0.40 MI (0.64 KM)
 JZ3493'TO CENTRAL PARKWAY, TURN RIGHT ON CENTRAL PARKWAY AND GO NORTH FOR
 JZ3493'1.90 MI (3.06 KM) TO WESTERN HILLS VIADUCT, THE VIADUCT IS ALSO
 JZ3493'HARRISON AVENUE, TURN LEFT ON WESTERN HILLS VIADUCT AND GO NORTHWEST
 JZ3493'FOR 6.60 MI (10.62 KM) TO MONTANA AVENUE, TURN RIGHT ON MONTANA
 JZ3493'AVENUE FOR 0.40 MI (0.64 KM) TO FELICITY DRIVE, TURN RIGHT AND GO
 JZ3493'0.20 MI (0.32 KM) ON FELICITY DRIVE, FELICITY WILL DEAD END INTO RYAN
 JZ3493'PARK.
 JZ3493'STATION IS SET FLUSH WITH THE TOP OF THE GROUND AND LOCATED 44.56 FT
 JZ3493'(13.58 M) SOUTHWEST OF A CONCRETE LIGHT POLE BASE, 24.58 FT (7.49 M)
 JZ3493'SOUTHWEST OF THE SOUTHWEST CORNER OF A 12.00 FT (3.66 M) CHAINLINK
 JZ3493'FENCE AROUND THE TENNIS COURTS, AND 20.05 FT (6.11 M) WEST OF A STORM
 JZ3493'INLET MANHOLE.
 JZ3493
 JZ3493                          STATION RECOVERY (1991)
 JZ3493
 JZ3493'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3493'RECOVERED IN GOOD CONDITION.
 JZ3493
 JZ3493                          STATION RECOVERY (2004)
 JZ3493
 JZ3493'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ3493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3585 ***********************************************************************
 JZ3585  DESIGNATION -  6953
 JZ3585  PID         -  JZ3585
 JZ3585  STATE/COUNTY-  OH/HAMILTON
 JZ3585  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3585
 JZ3585                         *CURRENT SURVEY CONTROL
 JZ3585  ___________________________________________________________________
 JZ3585* NAD 83(1986)-  39 09 17.     (N)    084 33 08.     (W)     SCALED    
 JZ3585* NAVD 88     -       152.967  (meters)     501.86   (feet)  ADJUSTED  
 JZ3585  ___________________________________________________________________
 JZ3585  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3585  DYNAMIC HT  -         152.871 (meters)     501.54  (feet)  COMP
 JZ3585  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JZ3585
 JZ3585  VERT ORDER  -  SECOND    CLASS II
 JZ3585
 JZ3585.The horizontal coordinates were scaled from a topographic map and have
 JZ3585.an estimated accuracy of +/- 6 seconds.
 JZ3585
 JZ3585.The orthometric height was determined by differential leveling
 JZ3585.and adjusted by the National Geodetic Survey in March 1993..
 JZ3585
 JZ3585.The geoid height was determined by GEOID03.
 JZ3585
 JZ3585.The dynamic height is computed by dividing the NAVD 88
 JZ3585.geopotential number by the normal gravity value computed on the
 JZ3585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3585.degrees latitude (g = 980.6199 gals.).
 JZ3585
 JZ3585.The modeled gravity was interpolated from observed gravity values.
 JZ3585
 JZ3585;                    North         East    Units  Estimated Accuracy
 JZ3585;SPC OH S     -   130,210.      422,640.      MT  (+/- 180 meters Scaled)
 JZ3585
 JZ3585                          SUPERSEDED SURVEY CONTROL
 JZ3585
 JZ3585  NGVD 29 (08/25/92)  153.143  (m)          502.44   (f) ADJUSTED    2 2
 JZ3585
 JZ3585.Superseded values are not recommended for survey control.
 JZ3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3585.See file dsdata.txt to determine how the superseded data were derived.
 JZ3585
 JZ3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ115368(NAD 83)
 JZ3585_MARKER: DZ = AZIMUTH MARK DISK
 JZ3585_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3585_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3585_STAMPING: 6953 89
 JZ3585_MARK LOGO: OH1610
 JZ3585_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3585+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 JZ3585
 JZ3585  HISTORY     - Date     Condition        Report By
 JZ3585  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3585  HISTORY     - 19920130 GOOD             WOOLPT
 JZ3585
 JZ3585                          STATION DESCRIPTION
 JZ3585
 JZ3585'DESCRIBED BY WOOLPERT CONSULTANTS 1992
 JZ3585'STATION 6953 IS LOCATED IN WAYNE PARK AT THE SOUTHWEST CORNER OF THE
 JZ3585'INTERSECTION OF BEEKMAN AVENUE AND ELMORE STREET, IN THE SUBURB OF
 JZ3585'SOUTH CUMMINSVILLE, IN CINCINNATI OHIO.  THE STATION IS MORE
 JZ3585'PARTICULARLY DESCRIBED AS BEING 61.36 FT EAST OF A 6 FT CHAIN LINK
 JZ3585'FENCE CORNER, 20.4 FT NORTHWEST OF THE NORTHWEST CORNER OF AN ASPHALT
 JZ3585'BASKETBALL COURT, 62.9 FT NORTHWEST OF THE SOUTHWEST CORNER OF SAID
 JZ3585'ASPHALT BASKETBALL COURT AND 79.75 FT WEST OF A 12 FT CHAIN LINK
 JZ3585'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3488 ***********************************************************************
 JZ3488  DESIGNATION -  6954
 JZ3488  PID         -  JZ3488
 JZ3488  STATE/COUNTY-  OH/HAMILTON
 JZ3488  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3488
 JZ3488                         *CURRENT SURVEY CONTROL
 JZ3488  ___________________________________________________________________
 JZ3488* NAD 83(1995)-  39 09 21.37315(N)    084 33 04.66664(W)     ADJUSTED  
 JZ3488* NAVD 88     -       158.503  (meters)     520.02   (feet)  ADJUSTED  
 JZ3488  ___________________________________________________________________
 JZ3488  X           -     470,263.430 (meters)                     COMP
 JZ3488  Y           -  -4,930,133.544 (meters)                     COMP
 JZ3488  Z           -   4,005,834.405 (meters)                     COMP
 JZ3488  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JZ3488  ELLIP HEIGHT-         124.39  (meters)          (10/07/05) GPS OBS
 JZ3488  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3488  DYNAMIC HT  -         158.404 (meters)     519.70  (feet)  COMP
 JZ3488  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 JZ3488
 JZ3488  HORZ ORDER  -  FIRST
 JZ3488  VERT ORDER  -  SECOND    CLASS II
 JZ3488  ELLP ORDER  -  FOURTH    CLASS I
 JZ3488
 JZ3488.The horizontal coordinates were established by GPS observations
 JZ3488.and adjusted by the National Geodetic Survey in April 1998..
 JZ3488
 JZ3488.The orthometric height was determined by differential leveling
 JZ3488.and adjusted by the National Geodetic Survey in March 1993..
 JZ3488
 JZ3488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3488
 JZ3488.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3488
 JZ3488.The ellipsoidal height was determined by GPS observations
 JZ3488.and is referenced to NAD 83.
 JZ3488
 JZ3488.The geoid height was determined by GEOID03.
 JZ3488
 JZ3488.The dynamic height is computed by dividing the NAVD 88
 JZ3488.geopotential number by the normal gravity value computed on the
 JZ3488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3488.degrees latitude (g = 980.6199 gals.).
 JZ3488
 JZ3488.The modeled gravity was interpolated from observed gravity values.
 JZ3488
 JZ3488;                    North         East     Units Scale Factor Converg.
 JZ3488;SPC OH S     -   130,337.871   422,719.491   MT  0.99994381   -1 18 05.7
 JZ3488;SPC KY1Z     - 1,313,953.668 1,603,624.265   MT  1.00015475   +0 44 09.4
 JZ3488;SPC KY1Z     - 4,310,862.99  5,261,223.94   sFT  1.00015475   +0 44 09.4
 JZ3488;SPC KY N     -   183,856.020   473,956.327   MT  1.00003426   -0 11 14.7
 JZ3488;SPC KY N     -   603,200.96  1,554,971.72   sFT  1.00003426   -0 11 14.7
 JZ3488;UTM  16      - 4,336,937.201   711,584.531   MT  1.00015126   +1 32 48.4
 JZ3488
 JZ3488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3488!SPC OH S     -   0.99998048  x   0.99994381  =   0.99992430
 JZ3488!SPC KY1Z     -   0.99998048  x   1.00015475  =   1.00013523
 JZ3488!SPC KY N     -   0.99998048  x   1.00003426  =   1.00001474
 JZ3488!UTM  16      -   0.99998048  x   1.00015126  =   1.00013174
 JZ3488
 JZ3488                          SUPERSEDED SURVEY CONTROL
 JZ3488
 JZ3488  ELLIP H (04/01/98)  124.45   (m)                       GP(       ) 4 1
 JZ3488  NAD 83(1995)-  39 09 21.37940(N)    084 33 04.67399(W) AD(       ) 1
 JZ3488  NAD 83(1986)-  39 09 21.37749(N)    084 33 04.67725(W) AD(       ) 1
 JZ3488  NGVD 29 (08/25/92)  158.679  (m)          520.60   (f) ADJUSTED    2 2
 JZ3488
 JZ3488.Superseded values are not recommended for survey control.
 JZ3488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3488.See file dsdata.txt to determine how the superseded data were derived.
 JZ3488
 JZ3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1158536937(NAD 83)
 JZ3488_MARKER: DE = TRAVERSE STATION DISK
 JZ3488_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3488_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3488_STAMPING: 6954 89
 JZ3488_MARK LOGO: OH1610
 JZ3488_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3488+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 JZ3488
 JZ3488  HISTORY     - Date     Condition        Report By
 JZ3488  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3488  HISTORY     - 19900920 GOOD             WOOLPT
 JZ3488  HISTORY     - 19920130 GOOD             WOOLPT
 JZ3488  HISTORY     - 20060418 GOOD             GEOCAC
 JZ3488
 JZ3488                          STATION DESCRIPTION
 JZ3488
 JZ3488'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3488'STATION IS LOCATED AT WAYNE BALLFIELDS AT THE SOUTHWEST CORNER OF THE
 JZ3488'INTERSECTION OF BEEKMAN AVENUE AND ELMORE STREET, IN CINCINNATI,
 JZ3488'OHIO. TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3488'DOWNTOWN CINCINNATI, GO NORTH ON MAIN STREET FOR 0.10 MI (0.16 KM)
 JZ3488'TO SIXTH STREET, TURN LEFT ON SIXTH FOR 0.40 MI (0.64 KM) TO CENTRAL
 JZ3488'PARKWAY FOR 1.90 MI (3.06 KM) TO WESTERN HILLS VIADUCT WHICH IS ALSO
 JZ3488'HARRISON AVENUE, TURN LEFT ON WESTERN HILLS VIADUCT FOR 0.70 MI
 JZ3488'(1.13 KM) TO BEEKMAN AVENUE, TURN RIGHT ON BEEKMAN FOR 2.20 MI
 JZ3488'(3.54 KM) TO ELMORE AVENUE, PARK IS LOCATED AT THE SOUTHWEST CORNER
 JZ3488'OF THE INTERSECTION.
 JZ3488'STATION IS SET FLUSH WITH THE TOP OF GROUND AND IS LOCATED 4.10 FT
 JZ3488'(1.25 M) SOUTHWEST OF THE BACK OF A 10.00 FT (3.05 M) CONCRETE WALK,
 JZ3488'49.40 FT (15.06 M) FROM SOUTHWEST OF A MANHOLE AT THE INTERSECTION OF
 JZ3488'ELMORE AND SYLVAN AVENUE, AND 15.50 FT (4.72 M) SOUTHEAST OF A WATER
 JZ3488'METER.
 JZ3488
 JZ3488                          STATION RECOVERY (1992)
 JZ3488
 JZ3488'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ3488'RECOVERED IN GOOD CONDITION.
 JZ3488
 JZ3488                          STATION RECOVERY (2006)
 JZ3488
 JZ3488'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3486 ***********************************************************************
 JZ3486  DESIGNATION -  6955
 JZ3486  PID         -  JZ3486
 JZ3486  STATE/COUNTY-  OH/HAMILTON
 JZ3486  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3486
 JZ3486                         *CURRENT SURVEY CONTROL
 JZ3486  ___________________________________________________________________
 JZ3486* NAD 83(1995)-  39 09 43.43513(N)    084 31 32.01385(W)     ADJUSTED  
 JZ3486* NAVD 88     -       147.719  (meters)     484.64   (feet)  ADJUSTED  
 JZ3486  ___________________________________________________________________
 JZ3486  X           -     472,436.181 (meters)                     COMP
 JZ3486  Y           -  -4,929,485.810 (meters)                     COMP
 JZ3486  Z           -   4,006,355.154 (meters)                     COMP
 JZ3486  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 JZ3486  ELLIP HEIGHT-         113.61  (meters)          (10/07/05) GPS OBS
 JZ3486  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3486  DYNAMIC HT  -         147.628 (meters)     484.34  (feet)  COMP
 JZ3486  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 JZ3486
 JZ3486  HORZ ORDER  -  FIRST
 JZ3486  VERT ORDER  -  SECOND    CLASS II
 JZ3486  ELLP ORDER  -  FOURTH    CLASS I
 JZ3486
 JZ3486.The horizontal coordinates were established by GPS observations
 JZ3486.and adjusted by the National Geodetic Survey in April 1998..
 JZ3486
 JZ3486.The orthometric height was determined by differential leveling
 JZ3486.and adjusted by the National Geodetic Survey in March 1993..
 JZ3486
 JZ3486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3486
 JZ3486.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3486
 JZ3486.The ellipsoidal height was determined by GPS observations
 JZ3486.and is referenced to NAD 83.
 JZ3486
 JZ3486.The geoid height was determined by GEOID03.
 JZ3486
 JZ3486.The dynamic height is computed by dividing the NAVD 88
 JZ3486.geopotential number by the normal gravity value computed on the
 JZ3486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3486.degrees latitude (g = 980.6199 gals.).
 JZ3486
 JZ3486.The modeled gravity was interpolated from observed gravity values.
 JZ3486
 JZ3486;                    North         East     Units Scale Factor Converg.
 JZ3486;SPC OH S     -   130,967.807   424,958.651   MT  0.99994340   -1 17 06.9
 JZ3486;SPC KY1Z     - 1,314,662.958 1,605,840.086   MT  1.00015716   +0 45 06.3
 JZ3486;SPC KY1Z     - 4,313,190.05  5,268,493.68   sFT  1.00015716   +0 45 06.3
 JZ3486;SPC KY N     -   184,529.432   476,183.020   MT  1.00003555   -0 10 17.1
 JZ3486;SPC KY N     -   605,410.31  1,562,277.12   sFT  1.00003555   -0 10 17.1
 JZ3486;UTM  16      - 4,337,677.790   713,790.091   MT  1.00016281   +1 33 47.7
 JZ3486
 JZ3486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3486!SPC OH S     -   0.99998218  x   0.99994340  =   0.99992558
 JZ3486!SPC KY1Z     -   0.99998218  x   1.00015716  =   1.00013933
 JZ3486!SPC KY N     -   0.99998218  x   1.00003555  =   1.00001773
 JZ3486!UTM  16      -   0.99998218  x   1.00016281  =   1.00014498
 JZ3486
 JZ3486                          SUPERSEDED SURVEY CONTROL
 JZ3486
 JZ3486  ELLIP H (04/01/98)  113.65   (m)                       GP(       ) 4 1
 JZ3486  NAD 83(1995)-  39 09 43.44142(N)    084 31 32.02117(W) AD(       ) 1
 JZ3486  NAD 83(1986)-  39 09 43.43966(N)    084 31 32.02453(W) AD(       ) 1
 JZ3486  NGVD 29 (08/25/92)  147.895  (m)          485.22   (f) ADJUSTED    2 2
 JZ3486
 JZ3486.Superseded values are not recommended for survey control.
 JZ3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3486.See file dsdata.txt to determine how the superseded data were derived.
 JZ3486
 JZ3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1379037678(NAD 83)
 JZ3486_MARKER: DE = TRAVERSE STATION DISK
 JZ3486_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3486_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3486_STAMPING: 6955 89
 JZ3486_MARK LOGO: OH1610
 JZ3486_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3486+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 JZ3486
 JZ3486  HISTORY     - Date     Condition        Report By
 JZ3486  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3486  HISTORY     - 19900920 GOOD             WOOLPT
 JZ3486  HISTORY     - 19920129 GOOD             WOOLPT
 JZ3486  HISTORY     - 19930604 MARK NOT FOUND   NGS
 JZ3486
 JZ3486                          STATION DESCRIPTION
 JZ3486
 JZ3486'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3486'STATION IS LOCATED AT SALWAY PARK ON SPRING GROVE AVENUE, JUST WEST OF
 JZ3486'WINTON ROAD, IN CINCINNATI, OHIO.
 JZ3486'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3486'DOWNTOWN CINCINNATI, GO 0.10 MI (0.16 KM) NORTH ON MAIN STREET, TURN
 JZ3486'LEFT ONTO SIXTH STREET AND PROCEED WEST FOR 0.40 MI (0.64 KM) TO
 JZ3486'CENTRAL PARKWAY, TURN RIGHT ONTO CENTRAL PARKWAY AND GO NORTH FOR
 JZ3486'4.40 MI (7.08 KM) TO SPRING GROVE AVENUE, TURN RIGHT ON SPRING GROVE
 JZ3486'AND GO 1.08 MI (1.74 KM) EAST, SALWAY PARK IS LOCATED ON THE RIGHT
 JZ3486'SIDE OF SPRING GROVE JUST WEST OF WINTON ROAD.  STATION IS SET FLUSH
 JZ3486'WITH THE TOP OF THE GROUND, 40.60 FT (12.37 M) SOUTHWEST OF THE SOUTH
 JZ3486'END OF A 12.0 FT (3.7 M) CHAINLINK FENCE FOR THE BACKSTOP AT
 JZ3486'BALLFIELD NO. 4, 73.40 FT (22.37 M) NORTH OF AN ANGLE POINT IN A
 JZ3486'12.0 FT (3.7 M) CHAINLINK FENCE ON THE NORTH SIDE OF MILL CREEK,
 JZ3486'78.20 FT (23.84 M) NORTHEAST OF ANOTHER ANGLE POINT IN SAID 12.0 FT
 JZ3486'(3.7 M) CHAINLINK FENCE.
 JZ3486
 JZ3486                          STATION RECOVERY (1992)
 JZ3486
 JZ3486'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ3486'RECOVERED IN GOOD CONDITION.
 JZ3486
 JZ3486                          STATION RECOVERY (1993)
 JZ3486
 JZ3486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ3486'THE POST WAS FOUND WITH ONLY THE STEM OF THE DISK REMAINING.  ASSUMED
 JZ3486'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3584 ***********************************************************************
 JZ3584  DESIGNATION -  6956
 JZ3584  PID         -  JZ3584
 JZ3584  STATE/COUNTY-  OH/HAMILTON
 JZ3584  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3584
 JZ3584                         *CURRENT SURVEY CONTROL
 JZ3584  ___________________________________________________________________
 JZ3584* NAD 83(1986)-  39 09 50.     (N)    084 31 15.     (W)     SCALED    
 JZ3584* NAVD 88     -       148.066  (meters)     485.78   (feet)  ADJUSTED  
 JZ3584  ___________________________________________________________________
 JZ3584  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3584  DYNAMIC HT  -         147.975 (meters)     485.48  (feet)  COMP
 JZ3584  MODELED GRAV-     980,009.5   (mgal)                       NAVD 88
 JZ3584
 JZ3584  VERT ORDER  -  FIRST     CLASS II
 JZ3584
 JZ3584.The horizontal coordinates were scaled from a topographic map and have
 JZ3584.an estimated accuracy of +/- 6 seconds.
 JZ3584
 JZ3584.The orthometric height was determined by differential leveling
 JZ3584.and adjusted by the National Geodetic Survey in March 1993..
 JZ3584
 JZ3584.The geoid height was determined by GEOID03.
 JZ3584
 JZ3584.The dynamic height is computed by dividing the NAVD 88
 JZ3584.geopotential number by the normal gravity value computed on the
 JZ3584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3584.degrees latitude (g = 980.6199 gals.).
 JZ3584
 JZ3584.The modeled gravity was interpolated from observed gravity values.
 JZ3584
 JZ3584;                    North         East    Units  Estimated Accuracy
 JZ3584;SPC OH S     -   131,160.      425,370.      MT  (+/- 180 meters Scaled)
 JZ3584
 JZ3584                          SUPERSEDED SURVEY CONTROL
 JZ3584
 JZ3584  NGVD 29 (08/25/92)  148.242  (m)          486.36   (f) ADJUSTED    1 2
 JZ3584
 JZ3584.Superseded values are not recommended for survey control.
 JZ3584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3584.See file dsdata.txt to determine how the superseded data were derived.
 JZ3584
 JZ3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ141378(NAD 83)
 JZ3584_MARKER: DZ = AZIMUTH MARK DISK
 JZ3584_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3584_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3584_STAMPING: 6956 89
 JZ3584_MARK LOGO: OH1610
 JZ3584_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3584+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ3584
 JZ3584  HISTORY     - Date     Condition        Report By
 JZ3584  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3584  HISTORY     - 19920129 GOOD             WOOLPT
 JZ3584  HISTORY     - 19930604 GOOD             NGS
 JZ3584
 JZ3584                          STATION DESCRIPTION
 JZ3584
 JZ3584'DESCRIBED BY WOOLPERT CONSULTANTS 1992
 JZ3584'STATION 6956 IS LOCATED IN SALAWAY PARK ON SPRING GROVE AVENUE, JUST
 JZ3584'WEST OF WINTON ROAD, IN THE SUBURB OF WINTON PLACE, IN CINCINNATI
 JZ3584'OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING 33.30 FT
 JZ3584'WEST OF A 7 FT CHAIN LINK FENCE THAT INDICATES THE EAST END OF PARK,
 JZ3584'40.30 FT NORTHWEST OF A FENCE THAT INTERSECTS SAID 7 FT CHAIN LINK
 JZ3584'FENCE AND RUNS EAST, AND 60.50 FT NORTHWEST OF THE SOUTH FENCE CORNER
 JZ3584'OF SAID 7 FT CHAIN LINK FENCE AND A 6 FT CHAIN LINK FENCE THAT RUNS
 JZ3584'WEST.  THE STATION IS POSITIONED IN LEFT CENTER FIELD OF BALLFIELD
 JZ3584'NUMBER 4 THAT EXISTS IN SALWAY PARK.
 JZ3584
 JZ3584                          STATION RECOVERY (1993)
 JZ3584
 JZ3584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ3584'IN CUMMINSVILLE, AT THE INTERSECTION OF SPRING GROVE AVENUE AND
 JZ3584'WINTON ROAD, IN THE CENTER FIELD PORTION OF BALL PARK 2 AT SALWAY
 JZ3584'PARK, 128.2 M (420.6 FT) SOUTHEAST OF THE AVENUE CENTER, 38.4 M
 JZ3584'(126.0 FT) WEST OF THE EXTENDED ROAD CENTER, 18.5 M (60.7 FT)
 JZ3584'NORTHWEST OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 12.2 M (40.0
 JZ3584'FT) NORTHWEST OF THE SOUTH END OF A FENCE, 2.5 M (8.2 FT) BELOW THE
 JZ3584'LEVEL OF THE AVENUE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 JZ3584'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3556 ***********************************************************************
 JZ3556  DESIGNATION -  6957
 JZ3556  PID         -  JZ3556
 JZ3556  STATE/COUNTY-  OH/HAMILTON
 JZ3556  USGS QUAD   -  COVINGTON (1987)
 JZ3556
 JZ3556                         *CURRENT SURVEY CONTROL
 JZ3556  ___________________________________________________________________
 JZ3556* NAD 83(1986)-  39 07 28.     (N)    084 35 24.     (W)     SCALED    
 JZ3556* NAVD 88     -       259.969  (meters)     852.91   (feet)  ADJUSTED  
 JZ3556  ___________________________________________________________________
 JZ3556  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3556  DYNAMIC HT  -         259.805 (meters)     852.38  (feet)  COMP
 JZ3556  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JZ3556
 JZ3556  VERT ORDER  -  SECOND    CLASS II
 JZ3556
 JZ3556.The horizontal coordinates were scaled from a topographic map and have
 JZ3556.an estimated accuracy of +/- 6 seconds.
 JZ3556
 JZ3556.The orthometric height was determined by differential leveling
 JZ3556.and adjusted by the National Geodetic Survey in March 1993..
 JZ3556
 JZ3556.The geoid height was determined by GEOID03.
 JZ3556
 JZ3556.The dynamic height is computed by dividing the NAVD 88
 JZ3556.geopotential number by the normal gravity value computed on the
 JZ3556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3556.degrees latitude (g = 980.6199 gals.).
 JZ3556
 JZ3556.The modeled gravity was interpolated from observed gravity values.
 JZ3556
 JZ3556;                    North         East    Units  Estimated Accuracy
 JZ3556;SPC OH S     -   126,920.      419,290.      MT  (+/- 180 meters Scaled)
 JZ3556
 JZ3556                          SUPERSEDED SURVEY CONTROL
 JZ3556
 JZ3556  NGVD 29 (08/25/92)  260.149  (m)          853.51   (f) ADJUSTED    2 2
 JZ3556
 JZ3556.Superseded values are not recommended for survey control.
 JZ3556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3556.See file dsdata.txt to determine how the superseded data were derived.
 JZ3556
 JZ3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ083333(NAD 83)
 JZ3556_MARKER: DE = TRAVERSE STATION DISK
 JZ3556_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3556_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3556_STAMPING: 6957 89
 JZ3556_MARK LOGO: OH1610
 JZ3556_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3556+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1991
 JZ3556
 JZ3556  HISTORY     - Date     Condition        Report By
 JZ3556  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3556  HISTORY     - 19911107 GOOD             WOOLPT
 JZ3556
 JZ3556                          STATION DESCRIPTION
 JZ3556
 JZ3556'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3556'STATION 6957 IS LOCATED IN THE DUNHAM BALLFIELDS ON GUERLEY ROAD, ONE
 JZ3556'BLOCK WEST OF SUNSET AVENUE, IN THE SUBURB OF PRICE HILL, IN
 JZ3556'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3556'82.81 FT EAST OF THE NORTH BUILDING LINE OF THE DUNHAM RECREATION
 JZ3556'CENTER, 78.93 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A PUTT-PUTT
 JZ3556'GOLF COURSE AND 41.83 FT NORTHEAST OF A MANHOLE THAT IS LOCATED IN
 JZ3556'THE CENTER OF AN ASPHALT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3530 ***********************************************************************
 JZ3530  DESIGNATION -  6958
 JZ3530  PID         -  JZ3530
 JZ3530  STATE/COUNTY-  OH/HAMILTON
 JZ3530  USGS QUAD   -  COVINGTON (1987)
 JZ3530
 JZ3530                         *CURRENT SURVEY CONTROL
 JZ3530  ___________________________________________________________________
 JZ3530* NAD 83(1995)-  39 07 26.02319(N)    084 35 15.79428(W)     ADJUSTED  
 JZ3530* NAVD 88     -       251.320  (meters)     824.54   (feet)  ADJUSTED  
 JZ3530  ___________________________________________________________________
 JZ3530  X           -     467,347.709 (meters)                     COMP
 JZ3530  Y           -  -4,932,738.577 (meters)                     COMP
 JZ3530  Z           -   4,003,133.915 (meters)                     COMP
 JZ3530  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JZ3530  ELLIP HEIGHT-         217.19  (meters)          (10/07/05) GPS OBS
 JZ3530  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3530  DYNAMIC HT  -         251.162 (meters)     824.02  (feet)  COMP
 JZ3530  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JZ3530
 JZ3530  HORZ ORDER  -  FIRST
 JZ3530  VERT ORDER  -  SECOND    CLASS II
 JZ3530  ELLP ORDER  -  FOURTH    CLASS I
 JZ3530
 JZ3530.The horizontal coordinates were established by GPS observations
 JZ3530.and adjusted by the National Geodetic Survey in April 1998..
 JZ3530
 JZ3530.The orthometric height was determined by differential leveling
 JZ3530.and adjusted by the National Geodetic Survey in March 1993..
 JZ3530
 JZ3530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3530
 JZ3530.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3530
 JZ3530.The ellipsoidal height was determined by GPS observations
 JZ3530.and is referenced to NAD 83.
 JZ3530
 JZ3530.The geoid height was determined by GEOID03.
 JZ3530
 JZ3530.The dynamic height is computed by dividing the NAVD 88
 JZ3530.geopotential number by the normal gravity value computed on the
 JZ3530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3530.degrees latitude (g = 980.6199 gals.).
 JZ3530
 JZ3530.The modeled gravity was interpolated from observed gravity values.
 JZ3530
 JZ3530;                    North         East     Units Scale Factor Converg.
 JZ3530;SPC OH S     -   126,853.958   419,489.891   MT  0.99994619   -1 19 28.9
 JZ3530;SPC KY1Z     - 1,310,356.379 1,600,519.966   MT  1.00014236   +0 42 48.9
 JZ3530;SPC KY1Z     - 4,299,060.89  5,251,039.26   sFT  1.00014236   +0 42 48.9
 JZ3530;SPC KY N     -   180,309.650   470,794.822   MT  1.00002769   -0 12 36.3
 JZ3530;SPC KY N     -   591,565.91  1,544,599.35   sFT  1.00002769   -0 12 36.3
 JZ3530;UTM  16      - 4,333,296.409   708,531.409   MT  1.00013547   +1 31 21.7
 JZ3530
 JZ3530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3530!SPC OH S     -   0.99996593  x   0.99994619  =   0.99991212
 JZ3530!SPC KY1Z     -   0.99996593  x   1.00014236  =   1.00010828
 JZ3530!SPC KY N     -   0.99996593  x   1.00002769  =   0.99999361
 JZ3530!UTM  16      -   0.99996593  x   1.00013547  =   1.00010139
 JZ3530
 JZ3530                          SUPERSEDED SURVEY CONTROL
 JZ3530
 JZ3530  ELLIP H (04/01/98)  217.25   (m)                       GP(       ) 4 1
 JZ3530  NAD 83(1995)-  39 07 26.02973(N)    084 35 15.80145(W) AD(       ) 1
 JZ3530  NAD 83(1986)-  39 07 26.02768(N)    084 35 15.80474(W) AD(       ) 1
 JZ3530  NGVD 29 (08/25/92)  251.500  (m)          825.13   (f) ADJUSTED    2 2
 JZ3530
 JZ3530.Superseded values are not recommended for survey control.
 JZ3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3530.See file dsdata.txt to determine how the superseded data were derived.
 JZ3530
 JZ3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0853133296(NAD 83)
 JZ3530_MARKER: DE = TRAVERSE STATION DISK
 JZ3530_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3530_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3530_STAMPING: 6958 89
 JZ3530_MARK LOGO: OH1610
 JZ3530_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3530+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1991
 JZ3530
 JZ3530  HISTORY     - Date     Condition        Report By
 JZ3530  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3530  HISTORY     - 19911107 GOOD             WOOLPT
 JZ3530
 JZ3530                          STATION DESCRIPTION
 JZ3530
 JZ3530'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3530'STATION IS LOCATED AT DUNHAM BALLFIELDS ON GUERLEY ROAD, ONE BLOCK
 JZ3530'WEST OF SUNSET AVENUE, IN CINCINNATI, OHIO. TO REACH FROM THE FEDERAL
 JZ3530'BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN CINCINNATI, HEAD NORTH
 JZ3530'ON MAIN STREET FOR 0.10 MI (0.16 KM) TO SIXTH STREET, TURN LEFT ON
 JZ3530'SIXTH STREET FOR 0.40 MI (0.64 KM) TO CENTRAL PARKWAY, TURN RIGHT ON
 JZ3530'CENTRAL PARKWAY FOR 0.20 MI (0.32 KM) TO WEST NINTH STREET, TURN LEFT
 JZ3530'ON W. NINTH AND GO WEST FOR 0.27 MI, W. NINTH CHANGES TO EIGHTH
 JZ3530'STREET VIADUCT, STAY ON THE EIGHTH STREET VIADUCT FOR 1.59 MI
 JZ3530'(2.56 KM) UNTIL IT CHANGES INTO GLENNWAY AVENUE, CONTINUE ON GLENNWAY
 JZ3530'FOR 2.37 MI (3.81 KM) TO RAPID RUN PIKE, TURN RIGHT ON RAPID RUN PIKE
 JZ3530'FOR 0.43 MI (0.69 KM) UNTIL IT CHANGES TO SUNSET AVENUE, STAY ON
 JZ3530'SUNSET AVENUE FOR 0.32 MI (0.51 KM) TO GUERLEY ROAD, TURN LEFT ON
 JZ3530'GUERLEY ROAD FOR 0.10 MI (0.16 KM) TO DUNHAM BALLFIELDS WHICH IS
 JZ3530'LOCATED ON THE RIGHT SIDE OF THE ROAD. STATION IS SET FLUSH WITH THE
 JZ3530'TOP OF THE GROUND, 174.20 FT (53.10 M) NORTHEAST OF A INLET MANHOLE,
 JZ3530'46.05 FT (14.04 M) SOUTHEAST OF THE EAST END OF A CHAINLINK FENCE
 JZ3530'BACKSTOP FOR BALLFIELD NO. 4, AND 51.85 FT (15.80 M) SOUTHWEST OF AN
 JZ3530'ANGLE POINT IN THE SOUTH LINE OF SAID CHAINLINK FENCE BACKSTOP
 JZ3530
 JZ3530                          STATION RECOVERY (1991)
 JZ3530
 JZ3530'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3530'STATION 6958 IS LOCATED AT DUNHAM BALLFIELDS ON GUERLEY ROAD, ONE
 JZ3530'BLOCK WEST OF SUNSET AVENUE, IN THE SUBURB OF PRICE HILL, IN
 JZ3530'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3530'174.20 FT NORTHEAST OF AN INLET MANHOLE, 46.05 FT SOUTHEAST OF THE
 JZ3530'WEST END OF A CHAINLINK BACKSTOP AND 51.85 FT SOUTHWEST OF THE SECOND
 JZ3530'FENCE POST FROM THE RIGHT OF SAID CHAINLINK BACKSTOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3533 ***********************************************************************
 JZ3533  DESIGNATION -  6959
 JZ3533  PID         -  JZ3533
 JZ3533  STATE/COUNTY-  OH/HAMILTON
 JZ3533  USGS QUAD   -  COVINGTON (1987)
 JZ3533
 JZ3533                         *CURRENT SURVEY CONTROL
 JZ3533  ___________________________________________________________________
 JZ3533* NAD 83(1995)-  39 06 45.87101(N)    084 36 13.07495(W)     ADJUSTED  
 JZ3533* NAVD 88     -       275.973  (meters)     905.42   (feet)  ADJUSTED  
 JZ3533  ___________________________________________________________________
 JZ3533  X           -     466,053.120 (meters)                     COMP
 JZ3533  Y           -  -4,933,665.009 (meters)                     COMP
 JZ3533  Z           -   4,002,188.769 (meters)                     COMP
 JZ3533  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 JZ3533  ELLIP HEIGHT-         241.85  (meters)          (10/07/05) GPS OBS
 JZ3533  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3533  DYNAMIC HT  -         275.799 (meters)     904.85  (feet)  COMP
 JZ3533  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JZ3533
 JZ3533  HORZ ORDER  -  FIRST
 JZ3533  VERT ORDER  -  SECOND    CLASS II
 JZ3533  ELLP ORDER  -  FOURTH    CLASS I
 JZ3533
 JZ3533.The horizontal coordinates were established by GPS observations
 JZ3533.and adjusted by the National Geodetic Survey in April 1998..
 JZ3533
 JZ3533.The orthometric height was determined by differential leveling
 JZ3533.and adjusted by the National Geodetic Survey in March 1993..
 JZ3533
 JZ3533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3533
 JZ3533.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3533
 JZ3533.The ellipsoidal height was determined by GPS observations
 JZ3533.and is referenced to NAD 83.
 JZ3533
 JZ3533.The geoid height was determined by GEOID03.
 JZ3533
 JZ3533.The dynamic height is computed by dividing the NAVD 88
 JZ3533.geopotential number by the normal gravity value computed on the
 JZ3533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3533.degrees latitude (g = 980.6199 gals.).
 JZ3533
 JZ3533.The modeled gravity was interpolated from observed gravity values.
 JZ3533
 JZ3533;                    North         East     Units Scale Factor Converg.
 JZ3533;SPC OH S     -   125,648.066   418,085.562   MT  0.99994708   -1 20 05.3
 JZ3533;SPC KY1Z     - 1,309,101.054 1,599,159.156   MT  1.00013812   +0 42 13.8
 JZ3533;SPC KY1Z     - 4,294,942.37  5,246,574.66   sFT  1.00013812   +0 42 13.8
 JZ3533;SPC KY N     -   179,076.567   469,414.108   MT  1.00002547   -0 13 11.9
 JZ3533;SPC KY N     -   587,520.37  1,540,069.45   sFT  1.00002547   -0 13 11.9
 JZ3533;UTM  16      - 4,332,022.011   707,188.466   MT  1.00012860   +1 30 44.2
 JZ3533
 JZ3533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3533!SPC OH S     -   0.99996206  x   0.99994708  =   0.99990914
 JZ3533!SPC KY1Z     -   0.99996206  x   1.00013812  =   1.00010017
 JZ3533!SPC KY N     -   0.99996206  x   1.00002547  =   0.99998753
 JZ3533!UTM  16      -   0.99996206  x   1.00012860  =   1.00009065
 JZ3533
 JZ3533                          SUPERSEDED SURVEY CONTROL
 JZ3533
 JZ3533  ELLIP H (04/01/98)  241.91   (m)                       GP(       ) 4 1
 JZ3533  NAD 83(1995)-  39 06 45.87756(N)    084 36 13.08211(W) AD(       ) 1
 JZ3533  NAD 83(1986)-  39 06 45.87551(N)    084 36 13.08541(W) AD(       ) 1
 JZ3533  NGVD 29 (08/25/92)  276.154  (m)          906.02   (f) ADJUSTED    2 2
 JZ3533
 JZ3533.Superseded values are not recommended for survey control.
 JZ3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3533.See file dsdata.txt to determine how the superseded data were derived.
 JZ3533
 JZ3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0718832022(NAD 83)
 JZ3533_MARKER: DE = TRAVERSE STATION DISK
 JZ3533_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3533_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3533_STAMPING: 6959 89
 JZ3533_MARK LOGO: OH1610
 JZ3533_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3533+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1991
 JZ3533
 JZ3533  HISTORY     - Date     Condition        Report By
 JZ3533  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3533  HISTORY     - 19911119 GOOD             WOOLPT
 JZ3533  HISTORY     - 20060420 GOOD             GEOCAC
 JZ3533
 JZ3533                          STATION DESCRIPTION
 JZ3533
 JZ3533'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3533'STATION IS LOCATED AT CARSON COVEDALE BALLFIELDS ON RAPID RUN ROAD,
 JZ3533'ONE BLOCK EAST OF COVEDALE AVENUE, IN CINCINNATI, OHIO. TO REACH FROM
 JZ3533'THE FEDERAL BUILDING AT MAIN AND FIFTH STREETS.  GO NORTH ON MAIN
 JZ3533'STREET FOR 0.10 MI (0.16 KM) TO SIXTH STREET, TURN LEFT ON SIXTH FOR
 JZ3533'1.89 MI, SIXTH WILL TURN INTO RIVER ROAD, PROCEED ON RIVER ROAD FOR
 JZ3533'1.89 MI (3.04 KM) TO FAIRBANKS AVENUE, TURN RIGHT ON FAIBANKS AND GO
 JZ3533'NORTH, FAIRBANKS CHANGES TO DELHI PIKE REMAIN ON DELHI FOR A TOTAL
 JZ3533'DISTANCE OF 3.02 MI (4.86 KM) TO ANDERSON FERRY ROAD, TURN RIGHT ON
 JZ3533'ANDERSON FERRY AND GO 1.08 MI (1.74 KM) TO RAPID RUN PIKE, TURN RIGHT
 JZ3533'ON RAPID RUN FOR FOR 0.69 MI, CARSON COVEDALE BALLFIELDS ARE LOCATED
 JZ3533'ON THE RIGHT SIDE OF RAPID RUN PIKE. STATION IS SET FLUSH WITH THE
 JZ3533'TOP OF THE GROUND, 8.15 FT (2.48 M) NORTH OF THE NORTH LINE OF A
 JZ3533'BLACKTOP PARKING LOT, 16.00 FT (4.88 M) NORTHEAST OF AN INLET MANHOLE
 JZ3533'IN SAID PARKING LOT, AND 43.20 FT (13.17 M) NORTHWEST OF A FENCEPOST
 JZ3533'FOR A 6.0 FT (1.8 M) CHAINLINK FENCE.
 JZ3533
 JZ3533                          STATION RECOVERY (1991)
 JZ3533
 JZ3533'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3533'STATION 6959 IS LOCATED AT THE CARSON COVEDALE BALLFIELDS ON RAPID
 JZ3533'RUN ROAD, ONE BLOCK EAST OF COVEDALE AVENUE, IN THE SUBURB OF
 JZ3533'COVEDALE, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY
 JZ3533'DESCRIBED AS BEING 43.20 FT NORTHWEST OF A FENCE POST THAT JOINS A 12
 JZ3533'FT CHAIN LINK FENCE TO THE NORTH AND A 6 FT CHAIN LINK FENCE TO THE
 JZ3533'SOUTH WITH THIS FENCE INDICATING THE EAST BOUNDARY OF THE PARK, 16.00
 JZ3533'FT NORTHEAST OF AN INLET MANHOLE THAT IS LOCATED IN AN ASPHALT
 JZ3533'PARKING LOT AND 8.15 FT NORTH OF THE EDGE OF SAID ASPHALT PARKING
 JZ3533'LOT.
 JZ3533
 JZ3533                          STATION RECOVERY (2006)
 JZ3533
 JZ3533'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3565 ***********************************************************************
 JZ3565  DESIGNATION -  6960
 JZ3565  PID         -  JZ3565
 JZ3565  STATE/COUNTY-  OH/HAMILTON
 JZ3565  USGS QUAD   -  COVINGTON (1987)
 JZ3565
 JZ3565                         *CURRENT SURVEY CONTROL
 JZ3565  ___________________________________________________________________
 JZ3565* NAD 83(1986)-  39 06 53.     (N)    084 36 13.     (W)     SCALED    
 JZ3565* NAVD 88     -       271.566  (meters)     890.96   (feet)  ADJUSTED  
 JZ3565  ___________________________________________________________________
 JZ3565  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3565  DYNAMIC HT  -         271.395 (meters)     890.40  (feet)  COMP
 JZ3565  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JZ3565
 JZ3565  VERT ORDER  -  SECOND    CLASS II
 JZ3565
 JZ3565.The horizontal coordinates were scaled from a topographic map and have
 JZ3565.an estimated accuracy of +/- 6 seconds.
 JZ3565
 JZ3565.The orthometric height was determined by differential leveling
 JZ3565.and adjusted by the National Geodetic Survey in March 1993..
 JZ3565
 JZ3565.The geoid height was determined by GEOID03.
 JZ3565
 JZ3565.The dynamic height is computed by dividing the NAVD 88
 JZ3565.geopotential number by the normal gravity value computed on the
 JZ3565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3565.degrees latitude (g = 980.6199 gals.).
 JZ3565
 JZ3565.The modeled gravity was interpolated from observed gravity values.
 JZ3565
 JZ3565;                    North         East    Units  Estimated Accuracy
 JZ3565;SPC OH S     -   125,870.      418,090.      MT  (+/- 180 meters Scaled)
 JZ3565
 JZ3565                          SUPERSEDED SURVEY CONTROL
 JZ3565
 JZ3565  NGVD 29 (08/25/92)  271.747  (m)          891.56   (f) ADJUSTED    2 2
 JZ3565
 JZ3565.Superseded values are not recommended for survey control.
 JZ3565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3565.See file dsdata.txt to determine how the superseded data were derived.
 JZ3565
 JZ3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ071322(NAD 83)
 JZ3565_MARKER: DZ = AZIMUTH MARK DISK
 JZ3565_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3565_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3565_STAMPING: 6960 89
 JZ3565_MARK LOGO: OH1610
 JZ3565_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3565+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1991
 JZ3565
 JZ3565  HISTORY     - Date     Condition        Report By
 JZ3565  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3565  HISTORY     - 19911121 GOOD             WOOLPT
 JZ3565
 JZ3565                          STATION DESCRIPTION
 JZ3565
 JZ3565'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3565'STATION 6960 IS LOCATED AT THE CARSON COVEDALE BALLFIELDS ON RAPID
 JZ3565'RUN ROAD, ONE BLOCK EAST OF COVEDALE AVENUE, IN SUBURB OF COVEDALE,
 JZ3565'IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS
 JZ3565'BEING 107.80 FT NORTHEAST OF AN INLET MANHOLE, 78.40 FT SOUTHWEST OF
 JZ3565'THE NORTH FENCE POST OF A 12 FT CHAIN LINK FENCE AND 34.0 FT NORTH OF
 JZ3565'THE NORTH BUILDING LINE PRODUCED WEST OF A TWO STORY BRICK AND FRAME
 JZ3565'HOUSE THAT FRONTS ON BENZ AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3509 ***********************************************************************
 JZ3509  DESIGNATION -  6961
 JZ3509  PID         -  JZ3509
 JZ3509  STATE/COUNTY-  OH/HAMILTON
 JZ3509  USGS QUAD   -  BURLINGTON (1991)
 JZ3509
 JZ3509                         *CURRENT SURVEY CONTROL
 JZ3509  ___________________________________________________________________
 JZ3509* NAD 83(1995)-  39 07 03.51339(N)    084 41 19.00794(W)     ADJUSTED  
 JZ3509* NAVD 88     -       162.633  (meters)     533.57   (feet)  ADJUSTED  
 JZ3509  ___________________________________________________________________
 JZ3509  X           -     458,695.055 (meters)                     COMP
 JZ3509  Y           -  -4,933,921.454 (meters)                     COMP
 JZ3509  Z           -   4,002,539.365 (meters)                     COMP
 JZ3509  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 JZ3509  ELLIP HEIGHT-         128.45  (meters)          (10/07/05) GPS OBS
 JZ3509  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3509  DYNAMIC HT  -         162.532 (meters)     533.24  (feet)  COMP
 JZ3509  MODELED GRAV-     980,003.6   (mgal)                       NAVD 88
 JZ3509
 JZ3509  HORZ ORDER  -  FIRST
 JZ3509  VERT ORDER  -  SECOND    CLASS II
 JZ3509  ELLP ORDER  -  THIRD     CLASS I
 JZ3509
 JZ3509.The horizontal coordinates were established by GPS observations
 JZ3509.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 JZ3509
 JZ3509.The orthometric height was determined by differential leveling
 JZ3509.and adjusted by the National Geodetic Survey in March 1993..
 JZ3509
 JZ3509.Photographs are available for this station.
 JZ3509
 JZ3509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3509
 JZ3509.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3509
 JZ3509.The ellipsoidal height was determined by GPS observations
 JZ3509.and is referenced to NAD 83.
 JZ3509
 JZ3509.The geoid height was determined by GEOID03.
 JZ3509
 JZ3509.The dynamic height is computed by dividing the NAVD 88
 JZ3509.geopotential number by the normal gravity value computed on the
 JZ3509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3509.degrees latitude (g = 980.6199 gals.).
 JZ3509
 JZ3509.The modeled gravity was interpolated from observed gravity values.
 JZ3509
 JZ3509;                    North         East     Units Scale Factor Converg.
 JZ3509;SPC OH S     -   126,366.598   410,751.276   MT  0.99994668   -1 23 19.4
 JZ3509;SPC KY1Z     - 1,309,558.204 1,591,802.532   MT  1.00013998   +0 39 05.9
 JZ3509;SPC KY1Z     - 4,296,442.21  5,222,438.81   sFT  1.00013998   +0 39 05.9
 JZ3509;SPC KY N     -   179,652.246   462,066.645   MT  1.00002644   -0 16 22.2
 JZ3509;SPC KY N     -   589,409.08  1,515,963.65   sFT  1.00002644   -0 16 22.2
 JZ3509;UTM  16      - 4,332,375.391   699,826.341   MT  1.00009169   +1 27 31.6
 JZ3509
 JZ3509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3509!SPC OH S     -   0.99997985  x   0.99994668  =   0.99992653
 JZ3509!SPC KY1Z     -   0.99997985  x   1.00013998  =   1.00011982
 JZ3509!SPC KY N     -   0.99997985  x   1.00002644  =   1.00000629
 JZ3509!UTM  16      -   0.99997985  x   1.00009169  =   1.00007154
 JZ3509
 JZ3509                          SUPERSEDED SURVEY CONTROL
 JZ3509
 JZ3509  ELLIP H (04/07/03)  128.63   (m)                       GP(       ) 3 1
 JZ3509  NAD 83(1995)-  39 07 03.51426(N)    084 41 19.00612(W) AD(       ) 1
 JZ3509  ELLIP H (04/01/98)  128.63   (m)                       GP(       ) 4 1
 JZ3509  NAD 83(1995)-  39 07 03.52065(N)    084 41 19.01324(W) AD(       ) 1
 JZ3509  NAD 83(1986)-  39 07 03.51867(N)    084 41 19.01651(W) AD(       ) 1
 JZ3509  NAVD 88 (04/07/03)  162.63   (m)          533.6    (f) LEVELING    3  
 JZ3509  NGVD 29 (08/25/92)  162.816  (m)          534.17   (f) ADJUSTED    2 2
 JZ3509
 JZ3509.Superseded values are not recommended for survey control.
 JZ3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3509.See file dsdata.txt to determine how the superseded data were derived.
 JZ3509
 JZ3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9982632375(NAD 83)
 JZ3509_MARKER: DE = TRAVERSE STATION DISK
 JZ3509_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3509_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3509_STAMPING: 6961 89
 JZ3509_MARK LOGO: OH1610
 JZ3509_PROJECTION: RECESSED 8 CENTIMETERS
 JZ3509_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3509+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2004
 JZ3509
 JZ3509  HISTORY     - Date     Condition        Report By
 JZ3509  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3509  HISTORY     - 19900306 GOOD
 JZ3509  HISTORY     - 19920227 GOOD             WOOLPT
 JZ3509  HISTORY     - 20020918 GOOD             WOOLPT
 JZ3509  HISTORY     - 20041107 GOOD             DJR
 JZ3509
 JZ3509                          STATION DESCRIPTION
 JZ3509
 JZ3509'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3509'STATION IS LOCATED AT SAYLAR PARK BALLFIELDS ON HILLSIDE AVENUE, ONE
 JZ3509'BLOCK WEST OF MONITOR STREET, IN CINCINNATI, OHIO. TO REACH FROM THE
 JZ3509'FEDERAL BUILDING AT THE CORNER OF MAIN AND FIFTH STREET IN DOWNTOWN
 JZ3509'CINCINNATI.  GO NORTH ON MAIN STREET FOR 0.10 MI (0.16 KM) TO SIXTH
 JZ3509'STREET, TURN LEFT ON SIXTH AND GO WEST 1.70 MI (2.74 KM) TO RIVER
 JZ3509'ROAD, TURN RIGHT ON RIVER ROAD AND GO WEST FOR 2.00 MI (3.22 KM) TO
 JZ3509'HILLSIDE AVENUE, TURN RIGHT ON HILLSIDE FOR 3.18 MI (5.12 KM) TO
 JZ3509'SAYLER PARK, PARK IS LOCATED ONE BLOCK WEST OF MONITOR AVENUE ON THE
 JZ3509'LEFT SIDE OF HILLSIDE AVENUE. STATION IS SET FLUSH WITH THE TOP OF
 JZ3509'THE GROUND, 35.20 FT (10.73 M) SOUTHEAST OF A POWERPOLE, 19.30 FT
 JZ3509'(5.88 M) NORTHWEST OF THE SOUTHWEST CORNER OF A BLACKTOP PARKING LOT,
 JZ3509'14.40 FT (4.39 M) NORTHWEST OF A 4.0 IN METAL POST ON THE WEST SIDE
 JZ3509'OF A 9.0 FT (2.7 M) GRAVEL DRIVE.
 JZ3509
 JZ3509                          STATION RECOVERY (1990)
 JZ3509
 JZ3509'RECOVERED 1990
 JZ3509'RECOVERED IN GOOD CONDITION.
 JZ3509
 JZ3509                          STATION RECOVERY (1992)
 JZ3509
 JZ3509'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ3509'STATION 6961 IS LOCATED IN THE SAYLER PARK BALLFIELDS ON HILLSIDE
 JZ3509'AVENUE, ONE BLOCK WEST OF MONITOR STREET, IN THE SUBURB OF SAYLER
 JZ3509'PARK, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED
 JZ3509'AS BEING 128.30 FT EAST OF A UTILITY POLE THAT IS NORTH OF A
 JZ3509'TRANSFORMER STAND, 35.20 FT SOUTHEAST OF A UTILITY POLE, 19.3 FT
 JZ3509'NORTHWEST OF THE WEST CORNER OF AN ASPHALT PARKING LOT, 14.40 FT
 JZ3509'NORTHWEST OF A 4-INCH METAL LOCK POST AND IN LINE WITH THE EAST LINE
 JZ3509'PRODUCED SOUTH OF A 2 STORY BRICK BUILDING THAT FRONTS ON HILLSIDE
 JZ3509'AVENUE.
 JZ3509
 JZ3509                          STATION RECOVERY (2002)
 JZ3509
 JZ3509'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 JZ3509'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JZ3509' 
 JZ3509'
 JZ3509
 JZ3509                          STATION RECOVERY (2004)
 JZ3509
 JZ3509'RECOVERY NOTE BY D J RENSING 2004
 JZ3509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3591 ***********************************************************************
 JZ3591  DESIGNATION -  6962
 JZ3591  PID         -  JZ3591
 JZ3591  STATE/COUNTY-  OH/HAMILTON
 JZ3591  USGS QUAD   -  BURLINGTON (1991)
 JZ3591
 JZ3591                         *CURRENT SURVEY CONTROL
 JZ3591  ___________________________________________________________________
 JZ3591* NAD 83(1986)-  39 06 57.     (N)    084 41 22.     (W)     SCALED    
 JZ3591* NAVD 88     -       162.316  (meters)     532.53   (feet)  ADJUSTED  
 JZ3591  ___________________________________________________________________
 JZ3591  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3591  DYNAMIC HT  -         162.216 (meters)     532.20  (feet)  COMP
 JZ3591  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 JZ3591
 JZ3591  VERT ORDER  -  SECOND    CLASS II
 JZ3591
 JZ3591.The horizontal coordinates were scaled from a topographic map and have
 JZ3591.an estimated accuracy of +/- 6 seconds.
 JZ3591
 JZ3591.The orthometric height was determined by differential leveling
 JZ3591.and adjusted by the National Geodetic Survey in March 1993..
 JZ3591
 JZ3591.The geoid height was determined by GEOID03.
 JZ3591
 JZ3591.The dynamic height is computed by dividing the NAVD 88
 JZ3591.geopotential number by the normal gravity value computed on the
 JZ3591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3591.degrees latitude (g = 980.6199 gals.).
 JZ3591
 JZ3591.The modeled gravity was interpolated from observed gravity values.
 JZ3591
 JZ3591;                    North         East    Units  Estimated Accuracy
 JZ3591;SPC OH S     -   126,170.      410,680.      MT  (+/- 180 meters Scaled)
 JZ3591
 JZ3591                          SUPERSEDED SURVEY CONTROL
 JZ3591
 JZ3591  NGVD 29 (08/25/92)  162.500  (m)          533.14   (f) ADJUSTED    2 2
 JZ3591
 JZ3591.Superseded values are not recommended for survey control.
 JZ3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3591.See file dsdata.txt to determine how the superseded data were derived.
 JZ3591
 JZ3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ997321(NAD 83)
 JZ3591_MARKER: DZ = AZIMUTH MARK DISK
 JZ3591_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3591_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3591_STAMPING: 6962 89
 JZ3591_MARK LOGO: OH1610
 JZ3591_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3591+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1992
 JZ3591
 JZ3591  HISTORY     - Date     Condition        Report By
 JZ3591  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3591  HISTORY     - 19920227 GOOD             WOOLPT
 JZ3591
 JZ3591                          STATION DESCRIPTION
 JZ3591
 JZ3591'DESCRIBED BY WOOLPERT CONSULTANTS 1992
 JZ3591'STATION 6962 IS LOCATED IN THE SAYLER PARK BALLFIELDS ON HILLSIDE
 JZ3591'AVENUE, ONE BLOCK WEST OF MONITOR STREET, IN THE SUBURB OF SAYLER
 JZ3591'PARK, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED
 JZ3591'AS BEING 51.30 FT NORTHEAST OF A METAL LIGHT POLE, 10.9 FT NORTHWEST
 JZ3591'OF A 12 FT CHAIN LINK FENCE CORNER POST, 10.2 FT NORTH OF A RIGHT
 JZ3591'ANGLE DISTANCE TO SAID CHAIN LINK FENCE AND 5 FT WEST OF A FENCE LINE
 JZ3591'DISTANCE TO SAID CHAIN LINK FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3485 ***********************************************************************
 JZ3485  DESIGNATION -  6963
 JZ3485  PID         -  JZ3485
 JZ3485  STATE/COUNTY-  OH/HAMILTON
 JZ3485  USGS QUAD   -  NEWPORT (1987)
 JZ3485
 JZ3485                         *CURRENT SURVEY CONTROL
 JZ3485  ___________________________________________________________________
 JZ3485* NAD 83(1995)-  39 06 56.58462(N)    084 26 27.21794(W)     ADJUSTED  
 JZ3485* NAVD 88     -       149.706  (meters)     491.16   (feet)  ADJUSTED  
 JZ3485  ___________________________________________________________________
 JZ3485  X           -     480,034.703 (meters)                     COMP
 JZ3485  Y           -  -4,932,016.428 (meters)                     COMP
 JZ3485  Z           -   4,002,365.481 (meters)                     COMP
 JZ3485  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 JZ3485  ELLIP HEIGHT-         115.61  (meters)          (10/07/05) GPS OBS
 JZ3485  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3485  DYNAMIC HT  -         149.612 (meters)     490.85  (feet)  COMP
 JZ3485  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 JZ3485
 JZ3485  HORZ ORDER  -  FIRST
 JZ3485  VERT ORDER  -  SECOND    CLASS II
 JZ3485  ELLP ORDER  -  FOURTH    CLASS I
 JZ3485
 JZ3485.The horizontal coordinates were established by GPS observations
 JZ3485.and adjusted by the National Geodetic Survey in April 1998..
 JZ3485
 JZ3485.The orthometric height was determined by differential leveling
 JZ3485.and adjusted by the National Geodetic Survey in March 1993..
 JZ3485
 JZ3485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3485
 JZ3485.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3485
 JZ3485.The ellipsoidal height was determined by GPS observations
 JZ3485.and is referenced to NAD 83.
 JZ3485
 JZ3485.The geoid height was determined by GEOID03.
 JZ3485
 JZ3485.The dynamic height is computed by dividing the NAVD 88
 JZ3485.geopotential number by the normal gravity value computed on the
 JZ3485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3485.degrees latitude (g = 980.6199 gals.).
 JZ3485
 JZ3485.The modeled gravity was interpolated from observed gravity values.
 JZ3485
 JZ3485;                    North         East     Units Scale Factor Converg.
 JZ3485;SPC OH S     -   125,663.187   432,163.399   MT  0.99994684   -1 13 53.5
 JZ3485;SPC KY1Z     - 1,309,616.647 1,613,230.258   MT  1.00013925   +0 48 13.5
 JZ3485;SPC KY1Z     - 4,296,633.95  5,292,739.60   sFT  1.00013925   +0 48 13.5
 JZ3485;SPC KY N     -   179,365.357   483,490.101   MT  1.00002606   -0 07 07.5
 JZ3485;SPC KY N     -   588,467.84  1,586,250.44   sFT  1.00002606   -0 07 07.5
 JZ3485;UTM  16      - 4,332,736.476   721,251.248   MT  1.00020279   +1 36 54.6
 JZ3485
 JZ3485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3485!SPC OH S     -   0.99998186  x   0.99994684  =   0.99992870
 JZ3485!SPC KY1Z     -   0.99998186  x   1.00013925  =   1.00012111
 JZ3485!SPC KY N     -   0.99998186  x   1.00002606  =   1.00000792
 JZ3485!UTM  16      -   0.99998186  x   1.00020279  =   1.00018465
 JZ3485
 JZ3485                          SUPERSEDED SURVEY CONTROL
 JZ3485
 JZ3485  ELLIP H (04/01/98)  115.66   (m)                       GP(       ) 4 1
 JZ3485  NAD 83(1995)-  39 06 56.59083(N)    084 26 27.22530(W) AD(       ) 1
 JZ3485  NAD 83(1986)-  39 06 56.58832(N)    084 26 27.22858(W) AD(       ) 1
 JZ3485  NGVD 29 (06/03/91)  149.902  (m)          491.80   (f) ADJUSTED    2 2
 JZ3485
 JZ3485.Superseded values are not recommended for survey control.
 JZ3485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3485.See file dsdata.txt to determine how the superseded data were derived.
 JZ3485
 JZ3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2125132736(NAD 83)
 JZ3485_MARKER: DE = TRAVERSE STATION DISK
 JZ3485_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3485_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3485_STAMPING: 6963 89
 JZ3485_MARK LOGO: OH1610
 JZ3485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3485+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1990
 JZ3485
 JZ3485  HISTORY     - Date     Condition        Report By
 JZ3485  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3485  HISTORY     - 19900422 GOOD             WOOLPT
 JZ3485
 JZ3485                          STATION DESCRIPTION
 JZ3485
 JZ3485'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3485'STATION IS LOCATED AT TURKEY RIDGE PARK AT THE INTERSECTION OF DELTA
 JZ3485'AND KELLOGG AVENUES, IN CINCINNATI, OHIO.
 JZ3485'TO REACH FROM THE FEDERAL BUILDING AT THE CORNER OF MAIN AND FIFTH
 JZ3485'STREETS IN DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET 0.32 MI
 JZ3485'(0.51 KM) TO COLUMBIA PARKWAY, TURN RIGHT ON COLUMBIA PARKWAY FOR
 JZ3485'3.85 MI (6.20 KM) TO DELTA AVENUE, TURN RIGHT ON DELTA. GO .1 MI
 JZ3485'(0.2 KM) TO KELLOGG AVENUE. PARK IS LOCATED ON THE SOUTH SIDE OF
 JZ3485'KELLOGG AVENUE AND EAST OF DELTA AVENUE. STATION IS APPROXIMATELY 100
 JZ3485'FT (30.5 M) SOUTH OF KELLOGG AVENUE ON DELTA AVENUE AND IS SET FLUSH
 JZ3485'WITH THE TOP OF THE GROUND, 77.90 FT (23.74 M) NORTHEAST OF AN INLET
 JZ3485'MANHOLE, 25.20 FT (7.68 M) EAST OF THE EAST LINE OF DELTA AVENUE 4.70
 JZ3485'FT (1.43 M) SOUTH OF THE SOUTH SIDE OF A HOUSE AT 249 DELTA AVENUE
 JZ3485'EXTENDED EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3484 ***********************************************************************
 JZ3484  DESIGNATION -  6964
 JZ3484  PID         -  JZ3484
 JZ3484  STATE/COUNTY-  OH/HAMILTON
 JZ3484  USGS QUAD   -  NEWPORT (1987)
 JZ3484
 JZ3484                         *CURRENT SURVEY CONTROL
 JZ3484  ___________________________________________________________________
 JZ3484* NAD 83(1986)-  39 06 52.     (N)    084 26 33.     (W)     SCALED    
 JZ3484* NAVD 88     -       147.259  (meters)     483.13   (feet)  ADJUSTED  
 JZ3484  ___________________________________________________________________
 JZ3484  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3484  DYNAMIC HT  -         147.166 (meters)     482.83  (feet)  COMP
 JZ3484  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JZ3484
 JZ3484  VERT ORDER  -  SECOND    CLASS II
 JZ3484
 JZ3484.The horizontal coordinates were scaled from a topographic map and have
 JZ3484.an estimated accuracy of +/- 6 seconds.
 JZ3484
 JZ3484.The orthometric height was determined by differential leveling
 JZ3484.and adjusted by the National Geodetic Survey in March 1993..
 JZ3484
 JZ3484.The geoid height was determined by GEOID03.
 JZ3484
 JZ3484.The dynamic height is computed by dividing the NAVD 88
 JZ3484.geopotential number by the normal gravity value computed on the
 JZ3484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3484.degrees latitude (g = 980.6199 gals.).
 JZ3484
 JZ3484.The modeled gravity was interpolated from observed gravity values.
 JZ3484
 JZ3484;                    North         East    Units  Estimated Accuracy
 JZ3484;SPC OH S     -   125,530.      432,020.      MT  (+/- 180 meters Scaled)
 JZ3484
 JZ3484                          SUPERSEDED SURVEY CONTROL
 JZ3484
 JZ3484  NGVD 29 (06/03/91)  147.455  (m)          483.78   (f) ADJUSTED    2 2
 JZ3484
 JZ3484.Superseded values are not recommended for survey control.
 JZ3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3484.See file dsdata.txt to determine how the superseded data were derived.
 JZ3484
 JZ3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ211325(NAD 83)
 JZ3484_MARKER: DE = TRAVERSE STATION DISK
 JZ3484_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3484_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3484_STAMPING: 6964
 JZ3484_MARK LOGO: OH1610
 JZ3484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3484+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1990
 JZ3484
 JZ3484  HISTORY     - Date     Condition        Report By
 JZ3484  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3484  HISTORY     - 19900422 GOOD             WOOLPT
 JZ3484
 JZ3484                          STATION DESCRIPTION
 JZ3484
 JZ3484'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3484'STATION IS LOCATED AT TURKEY RIDGE PARK AT THE INTERSECTION OF DELTA
 JZ3484'AND KELLOGG AVENUES, IN CINCINNATI, OHIO.
 JZ3484'TO REACH FROM THE FEDERAL BUILDING AT THE CORNER OF MAIN AND FIFTH
 JZ3484'STREETS IN DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET 0.32 MI
 JZ3484'(0.51 KM) TO COLUMBIA PARKWAY, TURN RIGHT ON COLUMBIA PARKWAY FOR
 JZ3484'3.85 MI (6.20 KM) TO DELTA AVENUE, TURN RIGHT ON DELTA, GO .1 MI
 JZ3484'(.2 KM) TO KELLOGG AVENUE, PARK IS LOCATED ON THE SOUTH SIDE OF
 JZ3484'KELLOGG AVENUE AND EAST OF DELTA AVENUE.  STATION IS APPROXIMATELY
 JZ3484'450 FT (137.2 M) SOUTH OF KELLOGG AVENUE ON DELTA AVENUE AND IS ON
 JZ3484'THE EAST SIDE OF DELTA AVENUE.  THE MARK IS ON A LINE WITH THE SOUTH
 JZ3484'WALL OF A HOUSE ON THE WEST SIDE OF DELTA AT AN ADDRESS OF 211 DELTA
 JZ3484'AVENUE.  THE MARK IS 2.8 FT (0.9 M) EAST OF THE EAST EDGE OF DELTA
 JZ3484'AVENUE PAVEMENT, 42.7 FT (13.0 M) SOUTHWEST OF A STORM INLET, 58.7 FT
 JZ3484'(17.9 M) NORTHWEST OF A STORM INLET AND 21 FT (6.4 M) NORTHEAST OF AN
 JZ3484'ELECTRIC POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3514 ***********************************************************************
 JZ3514  DESIGNATION -  6965
 JZ3514  PID         -  JZ3514
 JZ3514  STATE/COUNTY-  OH/HAMILTON
 JZ3514  USGS QUAD   -  NEWPORT (1987)
 JZ3514
 JZ3514                         *CURRENT SURVEY CONTROL
 JZ3514  ___________________________________________________________________
 JZ3514* NAD 83(1995)-  39 04 06.46770(N)    084 25 36.22601(W)     ADJUSTED  
 JZ3514* NAVD 88     -       149.114  (meters)     489.22   (feet)  ADJUSTED  
 JZ3514  ___________________________________________________________________
 JZ3514  X           -     481,575.191 (meters)                     COMP
 JZ3514  Y           -  -4,935,189.573 (meters)                     COMP
 JZ3514  Z           -   3,998,293.360 (meters)                     COMP
 JZ3514  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 JZ3514  ELLIP HEIGHT-         115.00  (meters)          (10/07/05) GPS OBS
 JZ3514  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3514  DYNAMIC HT  -         149.021 (meters)     488.91  (feet)  COMP
 JZ3514  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 JZ3514
 JZ3514  HORZ ORDER  -  FIRST
 JZ3514  VERT ORDER  -  SECOND    CLASS II
 JZ3514  ELLP ORDER  -  FOURTH    CLASS I
 JZ3514
 JZ3514.The horizontal coordinates were established by GPS observations
 JZ3514.and adjusted by the National Geodetic Survey in April 1998..
 JZ3514
 JZ3514.The orthometric height was determined by differential leveling
 JZ3514.and adjusted by the National Geodetic Survey in March 1993..
 JZ3514
 JZ3514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3514
 JZ3514.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3514
 JZ3514.The ellipsoidal height was determined by GPS observations
 JZ3514.and is referenced to NAD 83.
 JZ3514
 JZ3514.The geoid height was determined by GEOID03.
 JZ3514
 JZ3514.The dynamic height is computed by dividing the NAVD 88
 JZ3514.geopotential number by the normal gravity value computed on the
 JZ3514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3514.degrees latitude (g = 980.6199 gals.).
 JZ3514
 JZ3514.The modeled gravity was interpolated from observed gravity values.
 JZ3514
 JZ3514;                    North         East     Units Scale Factor Converg.
 JZ3514;SPC OH S     -   120,392.332   433,276.141   MT  0.99995102   -1 13 21.2
 JZ3514;SPC KY1Z     - 1,304,387.683 1,614,529.714   MT  1.00012167   +0 48 44.8
 JZ3514;SPC KY1Z     - 4,279,478.59  5,297,002.90   sFT  1.00012167   +0 48 44.8
 JZ3514;SPC KY N     -   174,116.723   484,705.077   MT  1.00001706   -0 06 35.8
 JZ3514;SPC KY N     -   571,247.95  1,590,236.57   sFT  1.00001706   -0 06 35.8
 JZ3514;UTM  16      - 4,327,526.025   722,624.665   MT  1.00021031   +1 37 20.9
 JZ3514
 JZ3514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3514!SPC OH S     -   0.99998196  x   0.99995102  =   0.99993298
 JZ3514!SPC KY1Z     -   0.99998196  x   1.00012167  =   1.00010363
 JZ3514!SPC KY N     -   0.99998196  x   1.00001706  =   0.99999902
 JZ3514!UTM  16      -   0.99998196  x   1.00021031  =   1.00019226
 JZ3514
 JZ3514                          SUPERSEDED SURVEY CONTROL
 JZ3514
 JZ3514  ELLIP H (04/01/98)  115.07   (m)                       GP(       ) 4 1
 JZ3514  NAD 83(1995)-  39 04 06.47384(N)    084 25 36.23345(W) AD(       ) 1
 JZ3514  NAD 83(1986)-  39 04 06.47131(N)    084 25 36.23669(W) AD(       ) 1
 JZ3514  NGVD 29 (08/25/92)  149.289  (m)          489.79   (f) ADJUSTED    2 2
 JZ3514
 JZ3514.Superseded values are not recommended for survey control.
 JZ3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3514.See file dsdata.txt to determine how the superseded data were derived.
 JZ3514
 JZ3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2262527526(NAD 83)
 JZ3514_MARKER: DE = TRAVERSE STATION DISK
 JZ3514_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3514_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3514_STAMPING: 6965 89
 JZ3514_MARK LOGO: OH1610
 JZ3514_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3514+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1991
 JZ3514
 JZ3514  HISTORY     - Date     Condition        Report By
 JZ3514  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3514  HISTORY     - 19900310 GOOD
 JZ3514  HISTORY     - 19911217 GOOD             WOOLPT
 JZ3514
 JZ3514                          STATION DESCRIPTION
 JZ3514
 JZ3514'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3514'STATION IS LOCATED AT CALIFORNIA PARK BALLFIELDS ON RENSLAR AVENUE,
 JZ3514'ONE BLOCK SOUTH OF KELLOGG AVENUE, IN CINCINNATI, OHIO. TO REACH FROM
 JZ3514'THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3514'CINCINNATI. GO EAST ON W. FIFTH STREET FOR 0.30 MI (0.48 KM) TO
 JZ3514'COLUMBIA PARKWAY. STAY ON COUMBIA PARKWAY FOR 3.85 MI (6.20 KM) TO
 JZ3514'DELTA AVENUE, TURN RIGHT ON DELTA AVENUE FOR 0.10 MI (0.16 KM) TO
 JZ3514'KELLOGG AVENUE, TURN LEFT ONTO KELLOGG FOR 3.80 MI (6.12 KM) TO
 JZ3514'RENSLAR AVENUE, TURN RIGHT ONTO RENSLAR THE PARK WILL BE SITUATED ON
 JZ3514'THE LEFT SIDE ONE BLOCK SOUTH OF KELLOGG. STATION IS SET FLUSH WITH
 JZ3514'THE TOP OF THE GROUND, 25.80 FT (7.86 M) EAST OF THE EAST LINE OF
 JZ3514'RENSLAR AVENUE, 78.30 FT (23.87 M) SOUTHEAST OF AN ELECTRIC POLE NO.
 JZ3514'T3-76E, AND 33.50 FT (10.21 M) SOUTHWEST OF THE SOUTHWEST END OF A
 JZ3514'CHAINLINK BACKSTOP FENCE FOR BALLFIELD NO. 2.
 JZ3514
 JZ3514                          STATION RECOVERY (1990)
 JZ3514
 JZ3514'RECOVERED 1990
 JZ3514'RECOVERED IN GOOD CONDITION.
 JZ3514
 JZ3514                          STATION RECOVERY (1991)
 JZ3514
 JZ3514'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3514'STATION 6965 IS LOCATED ON RENSLAR AVENUE, ONE BLOCK SOUTH OF KELLOGG
 JZ3514'AVENUE, IN THE SUBURB OF CALIFORNIA, IN CINCINNATI OHIO.  THE STATION
 JZ3514'IS MORE PARTICULARLY DESCRIBED AS BEING 78.3 FT SOUTHEAST OF AN
 JZ3514'ELECTRICAL POLE (NO.  T3-76E), 49.5 FT SOUTH OF THE SOUTHEAST CORNER
 JZ3514'OF A CONCRETE PAD, 33.5 FT SOUTHWEST OF THE SOUTH POST OF A CHAIN
 JZ3514'LINK BACKSTOP FOR BALLFIELD NO. 2 AND 25.8 FT EAST OF THE EAST SIDE
 JZ3514'OF RENSLAR AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3578 ***********************************************************************
 JZ3578  DESIGNATION -  6966
 JZ3578  PID         -  JZ3578
 JZ3578  STATE/COUNTY-  OH/HAMILTON
 JZ3578  USGS QUAD   -  NEWPORT (1987)
 JZ3578
 JZ3578                         *CURRENT SURVEY CONTROL
 JZ3578  ___________________________________________________________________
 JZ3578* NAD 83(1986)-  39 04 02.     (N)    084 25 34.     (W)     SCALED    
 JZ3578* NAVD 88     -       147.933  (meters)     485.34   (feet)  ADJUSTED  
 JZ3578  ___________________________________________________________________
 JZ3578  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3578  DYNAMIC HT  -         147.840 (meters)     485.04  (feet)  COMP
 JZ3578  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 JZ3578
 JZ3578  VERT ORDER  -  SECOND    CLASS II
 JZ3578
 JZ3578.The horizontal coordinates were scaled from a topographic map and have
 JZ3578.an estimated accuracy of +/- 6 seconds.
 JZ3578
 JZ3578.The orthometric height was determined by differential leveling
 JZ3578.and adjusted by the National Geodetic Survey in March 1993..
 JZ3578
 JZ3578.The geoid height was determined by GEOID03.
 JZ3578
 JZ3578.The dynamic height is computed by dividing the NAVD 88
 JZ3578.geopotential number by the normal gravity value computed on the
 JZ3578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3578.degrees latitude (g = 980.6199 gals.).
 JZ3578
 JZ3578.The modeled gravity was interpolated from observed gravity values.
 JZ3578
 JZ3578;                    North         East    Units  Estimated Accuracy
 JZ3578;SPC OH S     -   120,250.      433,330.      MT  (+/- 180 meters Scaled)
 JZ3578
 JZ3578                          SUPERSEDED SURVEY CONTROL
 JZ3578
 JZ3578  NGVD 29 (08/25/92)  148.108  (m)          485.92   (f) ADJUSTED    2 2
 JZ3578
 JZ3578.Superseded values are not recommended for survey control.
 JZ3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3578.See file dsdata.txt to determine how the superseded data were derived.
 JZ3578
 JZ3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ226273(NAD 83)
 JZ3578_MARKER: DE = TRAVERSE STATION DISK
 JZ3578_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3578_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3578_STAMPING: 6966 89
 JZ3578_MARK LOGO: OH1610
 JZ3578_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3578+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1991
 JZ3578
 JZ3578  HISTORY     - Date     Condition        Report By
 JZ3578  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3578  HISTORY     - 19911217 GOOD             WOOLPT
 JZ3578
 JZ3578                          STATION DESCRIPTION
 JZ3578
 JZ3578'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3578'STATION 6966 IS LOCATED ON KENWOOD AVENUE, ONE BLOCK SOUTH OF KELLOGG
 JZ3578'AVENUE, IN THE SUBURB OF CALIFORNIA, IN CINCINNATI OHIO.  THE STATION
 JZ3578'IS MORE PARTICULARLY DESCRIBED AS BEING 116.3 FT SOUTHWEST OF AN
 JZ3578'ELECTRICAL POLE (NO.  T3-76E), 44.8 FT NORTHWEST OF AND ELECTRICAL
 JZ3578'POLE (NO.  T3-77E) AND 30.4 FT NORTHEAST OF A MANHOLE IN A CONCRETE
 JZ3578'STACK THAT SETS 4 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3515 ***********************************************************************
 JZ3515  DESIGNATION -  6967
 JZ3515  PID         -  JZ3515
 JZ3515  STATE/COUNTY-  OH/HAMILTON
 JZ3515  USGS QUAD   -  NEWPORT (1987)
 JZ3515
 JZ3515                         *CURRENT SURVEY CONTROL
 JZ3515  ___________________________________________________________________
 JZ3515* NAD 83(1995)-  39 05 08.30764(N)    084 22 59.72669(W)     ADJUSTED  
 JZ3515* NAVD 88     -       221.594  (meters)     727.01   (feet)  ADJUSTED  
 JZ3515  ___________________________________________________________________
 JZ3515  X           -     485,207.381 (meters)                     COMP
 JZ3515  Y           -  -4,933,682.425 (meters)                     COMP
 JZ3515  Z           -   3,999,819.535 (meters)                     COMP
 JZ3515  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 JZ3515  ELLIP HEIGHT-         187.53  (meters)          (10/07/05) GPS OBS
 JZ3515  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3515  DYNAMIC HT  -         221.455 (meters)     726.56  (feet)  COMP
 JZ3515  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 JZ3515
 JZ3515  HORZ ORDER  -  FIRST
 JZ3515  VERT ORDER  -  SECOND    CLASS II
 JZ3515  ELLP ORDER  -  FOURTH    CLASS I
 JZ3515
 JZ3515.The horizontal coordinates were established by GPS observations
 JZ3515.and adjusted by the National Geodetic Survey in April 1998..
 JZ3515
 JZ3515.The orthometric height was determined by differential leveling
 JZ3515.and adjusted by the National Geodetic Survey in March 1993..
 JZ3515
 JZ3515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3515
 JZ3515.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3515
 JZ3515.The ellipsoidal height was determined by GPS observations
 JZ3515.and is referenced to NAD 83.
 JZ3515
 JZ3515.The geoid height was determined by GEOID03.
 JZ3515
 JZ3515.The dynamic height is computed by dividing the NAVD 88
 JZ3515.geopotential number by the normal gravity value computed on the
 JZ3515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3515.degrees latitude (g = 980.6199 gals.).
 JZ3515
 JZ3515.The modeled gravity was interpolated from observed gravity values.
 JZ3515
 JZ3515;                    North         East     Units Scale Factor Converg.
 JZ3515;SPC OH S     -   122,219.485   437,077.082   MT  0.99994942   -1 11 41.9
 JZ3515;SPC KY1Z     - 1,306,348.967 1,618,264.043   MT  1.00012798   +0 50 20.9
 JZ3515;SPC KY1Z     - 4,285,913.24  5,309,254.61   sFT  1.00012798   +0 50 20.9
 JZ3515;SPC KY N     -   176,017.448   488,470.089   MT  1.00002025   -0 04 58.4
 JZ3515;SPC KY N     -   577,483.91  1,602,588.95   sFT  1.00002025   -0 04 58.4
 JZ3515;UTM  16      - 4,329,540.142   726,331.225   MT  1.00023080   +1 39 01.8
 JZ3515
 JZ3515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3515!SPC OH S     -   0.99997058  x   0.99994942  =   0.99992000
 JZ3515!SPC KY1Z     -   0.99997058  x   1.00012798  =   1.00009855
 JZ3515!SPC KY N     -   0.99997058  x   1.00002025  =   0.99999083
 JZ3515!UTM  16      -   0.99997058  x   1.00023080  =   1.00020137
 JZ3515
 JZ3515                          SUPERSEDED SURVEY CONTROL
 JZ3515
 JZ3515  ELLIP H (04/01/98)  187.59   (m)                       GP(       ) 4 1
 JZ3515  NAD 83(1995)-  39 05 08.31381(N)    084 22 59.73408(W) AD(       ) 1
 JZ3515  NAD 83(1986)-  39 05 08.31120(N)    084 22 59.73731(W) AD(       ) 1
 JZ3515  NGVD 29 (08/25/92)  221.774  (m)          727.60   (f) ADJUSTED    2 2
 JZ3515
 JZ3515.Superseded values are not recommended for survey control.
 JZ3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3515.See file dsdata.txt to determine how the superseded data were derived.
 JZ3515
 JZ3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2633129540(NAD 83)
 JZ3515_MARKER: DE = TRAVERSE STATION DISK
 JZ3515_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3515_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3515_STAMPING: 6967 89
 JZ3515_MARK LOGO: OH1610
 JZ3515_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3515+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 JZ3515
 JZ3515  HISTORY     - Date     Condition        Report By
 JZ3515  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3515  HISTORY     - 19900310 GOOD
 JZ3515  HISTORY     - 19920122 GOOD             WOOLPT
 JZ3515
 JZ3515                          STATION DESCRIPTION
 JZ3515
 JZ3515'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3515'STATION IS LOCATED AT MOUNT WASHINGTON PARK ON BEACON AVENUE, ONE
 JZ3515'BLOCK SOUTH OF BEECHMONT AVENUE, IN CINCINNATI, OHIO. TO REACH FROM
 JZ3515'THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3515'CINCINNATI. GO EAST ON W. FIFTH STREET FOR 0.32 MI (0.51 KM) TO
 JZ3515'COLUMBIA PARKWAY, TAKE COLUMBIA PARKWAY FOR 5.75 MI (9.25 KM) TO
 JZ3515'DELTAMONT LANE, TURN RIGHT ON DELTAMONT FOR 0.30 MI (0.48 KM) TO
 JZ3515'BEECHMONT AVENUE, TURN RIGHT ON BEECHMONT FOR 3.20 MI (5.15 KM) TO
 JZ3515'BEACON AVENUE. TURN RIGHT ON BEACON PARK IS LOCATED ON THE RIGHT SIDE
 JZ3515'OF BEACON AVENUE ONE BLOCK SOUTH OF BEECHMONT AVENUE. STATION IS SET
 JZ3515'FLUSH WITH THE TOP OF THE GROUND, 37.50 FT (11.43 M) SOUTH OF AN
 JZ3515'INLET MANHOLE, 94.50 FT (28.80 M) NORTHWEST OF THE NORTHWEST CORNER
 JZ3515'OF A BRICK RECREATION CENTER BUILDING, 74.90 FT (22.83 M) NORTHEAST
 JZ3515'OF THE NORTHWEST CORNER OF A 10.0 FT (3.0 M) CHAINLINK FENCE FOR THE
 JZ3515'TENNIS COURTS.
 JZ3515
 JZ3515                          STATION RECOVERY (1990)
 JZ3515
 JZ3515'RECOVERED 1990
 JZ3515'RECOVERED IN GOOD CONDITION.
 JZ3515
 JZ3515                          STATION RECOVERY (1992)
 JZ3515
 JZ3515'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ3515'STATION 6967 IS LOCATED IN MT.  WASHINGTON PARK ON BEACON AVENUE, ONE
 JZ3515'BLOCK SOUTH OF BEECHMONT AVENUE, IN THE SUBURB OF MT.  WASHINGTON, IN
 JZ3515'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3515'94.5 FT NORTHWEST OF THE NORTHEAST CORNER OF A 10 FT CHAIN LINK FENCE
 JZ3515'THAT ENCLOSES TENNIS COURTS, 74.9 FT NORTHEAST OF THE NORTHWEST
 JZ3515'CORNER OF SAID ENCLOSED TENNIS COURTS, 37.8 FT NORTHWEST OF AN INLET
 JZ3515'MANHOLE AND 37.5 FT SOUTH OF AN INLET MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3581 ***********************************************************************
 JZ3581  DESIGNATION -  6968
 JZ3581  PID         -  JZ3581
 JZ3581  STATE/COUNTY-  OH/HAMILTON
 JZ3581  USGS QUAD   -  NEWPORT (1987)
 JZ3581
 JZ3581                         *CURRENT SURVEY CONTROL
 JZ3581  ___________________________________________________________________
 JZ3581* NAD 83(1986)-  39 05 08.     (N)    084 23 05.     (W)     SCALED    
 JZ3581* NAVD 88     -       224.013  (meters)     734.95   (feet)  ADJUSTED  
 JZ3581  ___________________________________________________________________
 JZ3581  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3581  DYNAMIC HT  -         223.872 (meters)     734.49  (feet)  COMP
 JZ3581  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 JZ3581
 JZ3581  VERT ORDER  -  SECOND    CLASS II
 JZ3581
 JZ3581.The horizontal coordinates were scaled from a topographic map and have
 JZ3581.an estimated accuracy of +/- 6 seconds.
 JZ3581
 JZ3581.The orthometric height was determined by differential leveling
 JZ3581.and adjusted by the National Geodetic Survey in March 1993..
 JZ3581
 JZ3581.The geoid height was determined by GEOID03.
 JZ3581
 JZ3581.The dynamic height is computed by dividing the NAVD 88
 JZ3581.geopotential number by the normal gravity value computed on the
 JZ3581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3581.degrees latitude (g = 980.6199 gals.).
 JZ3581
 JZ3581.The modeled gravity was interpolated from observed gravity values.
 JZ3581
 JZ3581;                    North         East    Units  Estimated Accuracy
 JZ3581;SPC OH S     -   122,210.      436,950.      MT  (+/- 180 meters Scaled)
 JZ3581
 JZ3581                          SUPERSEDED SURVEY CONTROL
 JZ3581
 JZ3581  NGVD 29 (08/25/92)  224.192  (m)          735.54   (f) ADJUSTED    2 2
 JZ3581
 JZ3581.Superseded values are not recommended for survey control.
 JZ3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3581.See file dsdata.txt to determine how the superseded data were derived.
 JZ3581
 JZ3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ262295(NAD 83)
 JZ3581_MARKER: DZ = AZIMUTH MARK DISK
 JZ3581_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3581_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3581_STAMPING: 6968 89
 JZ3581_MARK LOGO: OH1610
 JZ3581_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3581+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 JZ3581
 JZ3581  HISTORY     - Date     Condition        Report By
 JZ3581  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3581  HISTORY     - 19920122 GOOD             WOOLPT
 JZ3581
 JZ3581                          STATION DESCRIPTION
 JZ3581
 JZ3581'DESCRIBED BY WOOLPERT CONSULTANTS 1992
 JZ3581'STATION 6968 IS LOCATED AT THE MT.  WASHINGTON BALLFIELDS ON BEACON
 JZ3581'AVENUE, ONE BLOCK SOUTH OF BEECHMONT AVENUE, IN THE SUBURB OF MT.
 JZ3581'WASHINGTON, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY
 JZ3581'DESCRIBED AS BEING 114.50 FT NORTHEAST OF THE NORTHEAST CORNER OF THE
 JZ3581'2 STORY BRICK SCHOOL HOUSE, 13.1 FT NORTHEAST OF THE NORTH END POST
 JZ3581'TO A 12 FT CHAIN LINK FENCE AND 19.7 FT EAST OF THE EAST EDGE OF AN
 JZ3581'ASPHALT PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3517 ***********************************************************************
 JZ3517  DESIGNATION -  6969
 JZ3517  PID         -  JZ3517
 JZ3517  STATE/COUNTY-  OH/HAMILTON
 JZ3517  USGS QUAD   -  NEWPORT (1987)
 JZ3517
 JZ3517                         *CURRENT SURVEY CONTROL
 JZ3517  ___________________________________________________________________
 JZ3517* NAD 83(1995)-  39 05 38.74383(N)    084 22 44.01335(W)     ADJUSTED  
 JZ3517* NAVD 88     -       226.933  (meters)     744.53   (feet)  ADJUSTED  
 JZ3517  ___________________________________________________________________
 JZ3517  X           -     485,525.658 (meters)                     COMP
 JZ3517  Y           -  -4,933,060.510 (meters)                     COMP
 JZ3517  Z           -   4,000,551.365 (meters)                     COMP
 JZ3517  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 JZ3517  ELLIP HEIGHT-         192.78  (meters)          (10/07/05) GPS OBS
 JZ3517  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3517  DYNAMIC HT  -         226.790 (meters)     744.06  (feet)  COMP
 JZ3517  MODELED GRAV-     979,991.8   (mgal)                       NAVD 88
 JZ3517
 JZ3517  HORZ ORDER  -  FIRST
 JZ3517  VERT ORDER  -  SECOND    CLASS II
 JZ3517  ELLP ORDER  -  FOURTH    CLASS I
 JZ3517
 JZ3517.The horizontal coordinates were established by GPS observations
 JZ3517.and adjusted by the National Geodetic Survey in April 1998..
 JZ3517
 JZ3517.The orthometric height was determined by differential leveling
 JZ3517.and adjusted by the National Geodetic Survey in March 1993..
 JZ3517
 JZ3517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3517
 JZ3517.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3517
 JZ3517.The ellipsoidal height was determined by GPS observations
 JZ3517.and is referenced to NAD 83.
 JZ3517
 JZ3517.The geoid height was determined by GEOID03.
 JZ3517
 JZ3517.The dynamic height is computed by dividing the NAVD 88
 JZ3517.geopotential number by the normal gravity value computed on the
 JZ3517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3517.degrees latitude (g = 980.6199 gals.).
 JZ3517
 JZ3517.The modeled gravity was interpolated from observed gravity values.
 JZ3517
 JZ3517;                    North         East     Units Scale Factor Converg.
 JZ3517;SPC OH S     -   123,149.962   437,474.161   MT  0.99994867   -1 11 31.9
 JZ3517;SPC KY1Z     - 1,307,293.122 1,618,627.912   MT  1.00013112   +0 50 30.5
 JZ3517;SPC KY1Z     - 4,289,010.85  5,310,448.41   sFT  1.00013112   +0 50 30.5
 JZ3517;SPC KY N     -   176,955.524   488,849.062   MT  1.00002186   -0 04 48.6
 JZ3517;SPC KY N     -   580,561.58  1,603,832.30   sFT  1.00002186   -0 04 48.6
 JZ3517;UTM  16      - 4,330,489.454   726,681.719   MT  1.00023275   +1 39 12.8
 JZ3517
 JZ3517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3517!SPC OH S     -   0.99996975  x   0.99994867  =   0.99991843
 JZ3517!SPC KY1Z     -   0.99996975  x   1.00013112  =   1.00010087
 JZ3517!SPC KY N     -   0.99996975  x   1.00002186  =   0.99999161
 JZ3517!UTM  16      -   0.99996975  x   1.00023275  =   1.00020250
 JZ3517
 JZ3517                          SUPERSEDED SURVEY CONTROL
 JZ3517
 JZ3517  ELLIP H (04/01/98)  192.83   (m)                       GP(       ) 4 1
 JZ3517  NAD 83(1995)-  39 05 38.75000(N)    084 22 44.02074(W) AD(       ) 1
 JZ3517  NAD 83(1986)-  39 05 38.74738(N)    084 22 44.02397(W) AD(       ) 1
 JZ3517  NGVD 29 (08/25/92)  227.112  (m)          745.12   (f) ADJUSTED    2 2
 JZ3517
 JZ3517.Superseded values are not recommended for survey control.
 JZ3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3517.See file dsdata.txt to determine how the superseded data were derived.
 JZ3517
 JZ3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2668230489(NAD 83)
 JZ3517_MARKER: DE = TRAVERSE STATION DISK
 JZ3517_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3517_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3517_STAMPING: 6969 89
 JZ3517_MARK LOGO: OH1610
 JZ3517_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3517+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1992
 JZ3517
 JZ3517  HISTORY     - Date     Condition        Report By
 JZ3517  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3517  HISTORY     - 19900412 GOOD
 JZ3517  HISTORY     - 19920121 GOOD             WOOLPT
 JZ3517
 JZ3517                          STATION DESCRIPTION
 JZ3517
 JZ3517'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3517'STATION IS LOCATED AT EASTERN HILLS SCHOOL ON CORBLY ROAD, ONE BLOCK
 JZ3517'EAST OF SUSSEX AVENUE, IN CINCINNATI, OHIO. TO REACH FROM THE FEDERAL
 JZ3517'BUILING AT FIFTH AND MAIN STREETS IN DOWNTOWN CINCINNATI.  GO EAST ON
 JZ3517'W. FIFTH STREET 0.32 MI (0.51 KM) TO COLUMBIA PARKWAY, TAKE COLUMBIA
 JZ3517'PARKWAY FOR 5.75 MI (9.25 KM) TO DELTAMONT LANE, TURN LEFT ON
 JZ3517'DELTAMONT FOR 0.30 MI (0.48 KM) TO BEECHMONT AVENUE, TURN RIGHT ON
 JZ3517'BEECHMONT FOR 2.60 MI (4.18 KM) TO CORBLY ROAD, TURN LEFT ON CORBLY
 JZ3517'FOR 0.40 MI, PARK IS LOCATED ON THE EAST SIDE OF SUSSEX AVENUE AND ON
 JZ3517'THE SOUTH SIDE OF CORBLY ROAD. STATION IS SET FLUSH WITH THE TOP OF
 JZ3517'THE GROUND, 27.00 FT (8.23 M) SOUTHEAST OF A MANHOLE, 2.40 FT
 JZ3517'(0.73 M) EAST OF THE EAST SIDE OF OF THE CONCRETE SCHOOL DRIVE
 JZ3517'ENTRANCE, AND 11.10 FT (3.38 M) SOUTH OF THE SOUTH END OF A 6.0 FT
 JZ3517'(1.8 M) CHAINLINK FENCE ON THE WEST SIDE OF BALLFIELD NO. 4.
 JZ3517
 JZ3517                          STATION RECOVERY (1990)
 JZ3517
 JZ3517'RECOVERED 1990
 JZ3517'RECOVERED IN GOOD CONDITION.
 JZ3517
 JZ3517                          STATION RECOVERY (1992)
 JZ3517
 JZ3517'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ3517'STATION 6969 IS LOCATED AT EASTERN HILLS SCHOOL ON CORBLY ROAD, ONE
 JZ3517'BLOCK EAST OF SUSSEX AVENUE, IN THE SUBURB OF MT.  WASHINGTON, IN
 JZ3517'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3517'27.0 FT SOUTHEAST OF A MANHOLE, 11.1 FT SOUTH OF AN END POST TO A 6
 JZ3517'FT CHAIN LINK FENCE AND 2.4 FT EAST OF THE EAST EDGE OF A 24 FT
 JZ3517'CONCRETE WALK TO THE SCHOOL ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3580 ***********************************************************************
 JZ3580  DESIGNATION -  6970
 JZ3580  PID         -  JZ3580
 JZ3580  STATE/COUNTY-  OH/HAMILTON
 JZ3580  USGS QUAD   -  NEWPORT (1987)
 JZ3580
 JZ3580                         *CURRENT SURVEY CONTROL
 JZ3580  ___________________________________________________________________
 JZ3580* NAD 83(1986)-  39 05 35.     (N)    084 22 41.     (W)     SCALED    
 JZ3580* NAVD 88     -       226.846  (meters)     744.24   (feet)  ADJUSTED  
 JZ3580  ___________________________________________________________________
 JZ3580  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3580  DYNAMIC HT  -         226.703 (meters)     743.77  (feet)  COMP
 JZ3580  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 JZ3580
 JZ3580  VERT ORDER  -  SECOND    CLASS II
 JZ3580
 JZ3580.The horizontal coordinates were scaled from a topographic map and have
 JZ3580.an estimated accuracy of +/- 6 seconds.
 JZ3580
 JZ3580.The orthometric height was determined by differential leveling
 JZ3580.and adjusted by the National Geodetic Survey in March 1993..
 JZ3580
 JZ3580.The geoid height was determined by GEOID03.
 JZ3580
 JZ3580.The dynamic height is computed by dividing the NAVD 88
 JZ3580.geopotential number by the normal gravity value computed on the
 JZ3580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3580.degrees latitude (g = 980.6199 gals.).
 JZ3580
 JZ3580.The modeled gravity was interpolated from observed gravity values.
 JZ3580
 JZ3580;                    North         East    Units  Estimated Accuracy
 JZ3580;SPC OH S     -   123,030.      437,540.      MT  (+/- 180 meters Scaled)
 JZ3580
 JZ3580                          SUPERSEDED SURVEY CONTROL
 JZ3580
 JZ3580  NGVD 29 (08/25/92)  227.025  (m)          744.83   (f) ADJUSTED    2 2
 JZ3580
 JZ3580.Superseded values are not recommended for survey control.
 JZ3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3580.See file dsdata.txt to determine how the superseded data were derived.
 JZ3580
 JZ3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ267303(NAD 83)
 JZ3580_MARKER: DZ = AZIMUTH MARK DISK
 JZ3580_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3580_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3580_STAMPING: 6970 89
 JZ3580_MARK LOGO: OH1610
 JZ3580_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3580+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1992
 JZ3580
 JZ3580  HISTORY     - Date     Condition        Report By
 JZ3580  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3580  HISTORY     - 19920121 GOOD             WOOLPT
 JZ3580
 JZ3580                          STATION DESCRIPTION
 JZ3580
 JZ3580'DESCRIBED BY WOOLPERT CONSULTANTS 1992
 JZ3580'STATION 6970 IS LOCATED AT EASTERN HILLS SCHOOL ON CORBLY ROAD, ONE
 JZ3580'BLOCK EAST OF SUSSEX AVENUE, IN THE SUBURB OF MT.  WASHINGTON, IN
 JZ3580'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3580'LOCATED IN THE RIGHT CENTER FIELD VICINITY OF BALLFIELD NO. 3, 94.2
 JZ3580'FT SOUTHWEST OF AN END POST TO A 6 FT CHAIN LINK FENCE, 60.5 FT
 JZ3580'NORTHEAST OF A METAL LIGHT POLE AND 27.1 FT WEST OF A 5 FT CHAIN LINK
 JZ3580'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3501 ***********************************************************************
 JZ3501  DESIGNATION -  6971
 JZ3501  PID         -  JZ3501
 JZ3501  STATE/COUNTY-  OH/HAMILTON
 JZ3501  USGS QUAD   -  COVINGTON (1987)
 JZ3501
 JZ3501                         *CURRENT SURVEY CONTROL
 JZ3501  ___________________________________________________________________
 JZ3501* NAD 83(1995)-  39 06 13.45612(N)    084 32 50.31450(W)     ADJUSTED  
 JZ3501* NAVD 88     -       150.303  (meters)     493.12   (feet)  ADJUSTED  
 JZ3501  ___________________________________________________________________
 JZ3501  X           -     470,953.385 (meters)                     COMP
 JZ3501  Y           -  -4,933,735.074 (meters)                     COMP
 JZ3501  Z           -   4,001,333.774 (meters)                     COMP
 JZ3501  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 JZ3501  ELLIP HEIGHT-         116.11  (meters)          (10/07/05) GPS OBS
 JZ3501  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3501  DYNAMIC HT  -         150.207 (meters)     492.80  (feet)  COMP
 JZ3501  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JZ3501
 JZ3501  HORZ ORDER  -  FIRST
 JZ3501  VERT ORDER  -  SECOND    CLASS II
 JZ3501  ELLP ORDER  -  FOURTH    CLASS I
 JZ3501
 JZ3501.The horizontal coordinates were established by GPS observations
 JZ3501.and adjusted by the National Geodetic Survey in April 1998..
 JZ3501
 JZ3501.The orthometric height was determined by differential leveling
 JZ3501.and adjusted by the National Geodetic Survey in March 1993..
 JZ3501
 JZ3501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3501
 JZ3501.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3501
 JZ3501.The ellipsoidal height was determined by GPS observations
 JZ3501.and is referenced to NAD 83.
 JZ3501
 JZ3501.The geoid height was determined by GEOID03.
 JZ3501
 JZ3501.The dynamic height is computed by dividing the NAVD 88
 JZ3501.geopotential number by the normal gravity value computed on the
 JZ3501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3501.degrees latitude (g = 980.6199 gals.).
 JZ3501
 JZ3501.The modeled gravity was interpolated from observed gravity values.
 JZ3501
 JZ3501;                    North         East     Units Scale Factor Converg.
 JZ3501;SPC OH S     -   124,536.809   422,932.606   MT  0.99994784   -1 17 56.6
 JZ3501;SPC KY1Z     - 1,308,162.699 1,604,043.577   MT  1.00013473   +0 44 18.3
 JZ3501;SPC KY1Z     - 4,291,863.79  5,262,599.64   sFT  1.00013473   +0 44 18.3
 JZ3501;SPC KY N     -   178,059.717   474,282.225   MT  1.00002371   -0 11 05.8
 JZ3501;SPC KY N     -   584,184.25  1,556,040.93   sFT  1.00002371   -0 11 05.8
 JZ3501;UTM  16      - 4,331,152.693   712,085.669   MT  1.00015388   +1 32 51.2
 JZ3501
 JZ3501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3501!SPC OH S     -   0.99998178  x   0.99994784  =   0.99992962
 JZ3501!SPC KY1Z     -   0.99998178  x   1.00013473  =   1.00011651
 JZ3501!SPC KY N     -   0.99998178  x   1.00002371  =   1.00000549
 JZ3501!UTM  16      -   0.99998178  x   1.00015388  =   1.00013566
 JZ3501
 JZ3501                          SUPERSEDED SURVEY CONTROL
 JZ3501
 JZ3501  ELLIP H (04/01/98)  116.17   (m)                       GP(       ) 4 1
 JZ3501  NAD 83(1995)-  39 06 13.46271(N)    084 32 50.32158(W) AD(       ) 1
 JZ3501  NAD 83(1986)-  39 06 13.46064(N)    084 32 50.32488(W) AD(       ) 1
 JZ3501  NGVD 29 (08/25/92)  150.472  (m)          493.67   (f) ADJUSTED    2 2
 JZ3501
 JZ3501.Superseded values are not recommended for survey control.
 JZ3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3501.See file dsdata.txt to determine how the superseded data were derived.
 JZ3501
 JZ3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1208631153(NAD 83)
 JZ3501_MARKER: DE = TRAVERSE STATION DISK
 JZ3501_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3501_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3501_STAMPING: 6971 89
 JZ3501_MARK LOGO: OH1610
 JZ3501_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3501+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1991
 JZ3501
 JZ3501  HISTORY     - Date     Condition        Report By
 JZ3501  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3501  HISTORY     - 19900921 GOOD             WOOLPT
 JZ3501  HISTORY     - 19911210 GOOD             WOOLPT
 JZ3501  HISTORY     - 20060601 GOOD             GEOCAC
 JZ3501
 JZ3501                          STATION DESCRIPTION
 JZ3501
 JZ3501'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3501'STATION IS LOCATED AT EVANS BALLFIELDS ON EVANS STREET, ONE BLOCK
 JZ3501'NORTH OF RIVER ROAD, IN CINCINNATI, OHIO.
 JZ3501'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3501'DOWNTOWN CINCINNATI, GO NORTH ON MAIN STREET 0.10 MI (0.16 KM) TO E.
 JZ3501'SIXTH STREET, TURN LEFT ON SIXTH FOR 0.50 MI (0.80 KM) TO SIXTH
 JZ3501'STREET EXPRESSWAY FOR 1.50 MI (2.41 KM) TO EVANS STREET, EVANS PARK
 JZ3501'IS LOCATED ONE BLOCK NORTH OF RIVER ROAD ON THE RIGHT SIDE OF EVANS.
 JZ3501'STATION IS SET FLUSH WITH THE TOP OF THE GROUND, 64.90 FT (19.78 M)
 JZ3501'SOUTHWEST OF AN 8.0 FT (2.4 M) CHAINLINK FENCE, 93.50 FT (28.50 M)
 JZ3501'NORTHEAST OF 12.0 FT (3.7 M) CHAINLINK FENCE AROUND THE TENNIS COURTS,
 JZ3501'21.30 FT (6.49 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 JZ3501'SHELTER PAD.
 JZ3501
 JZ3501                          STATION RECOVERY (1991)
 JZ3501
 JZ3501'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3501'RECOVERED IN GOOD CONDITION.
 JZ3501
 JZ3501                          STATION RECOVERY (2006)
 JZ3501
 JZ3501'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3501'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3567 ***********************************************************************
 JZ3567  DESIGNATION -  6972
 JZ3567  PID         -  JZ3567
 JZ3567  STATE/COUNTY-  OH/HAMILTON
 JZ3567  USGS QUAD   -  COVINGTON (1987)
 JZ3567
 JZ3567                         *CURRENT SURVEY CONTROL
 JZ3567  ___________________________________________________________________
 JZ3567* NAD 83(1986)-  39 06 10.     (N)    084 32 53.     (W)     SCALED    
 JZ3567* NAVD 88     -       150.351  (meters)     493.28   (feet)  ADJUSTED  
 JZ3567  ___________________________________________________________________
 JZ3567  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3567  DYNAMIC HT  -         150.256 (meters)     492.96  (feet)  COMP
 JZ3567  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JZ3567
 JZ3567  VERT ORDER  -  SECOND    CLASS II
 JZ3567
 JZ3567.The horizontal coordinates were scaled from a topographic map and have
 JZ3567.an estimated accuracy of +/- 6 seconds.
 JZ3567
 JZ3567.The orthometric height was determined by differential leveling
 JZ3567.and adjusted by the National Geodetic Survey in March 1993..
 JZ3567
 JZ3567.The geoid height was determined by GEOID03.
 JZ3567
 JZ3567.The dynamic height is computed by dividing the NAVD 88
 JZ3567.geopotential number by the normal gravity value computed on the
 JZ3567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3567.degrees latitude (g = 980.6199 gals.).
 JZ3567
 JZ3567.The modeled gravity was interpolated from observed gravity values.
 JZ3567
 JZ3567;                    North         East    Units  Estimated Accuracy
 JZ3567;SPC OH S     -   124,430.      422,870.      MT  (+/- 180 meters Scaled)
 JZ3567
 JZ3567                          SUPERSEDED SURVEY CONTROL
 JZ3567
 JZ3567  NGVD 29 (08/25/92)  150.520  (m)          493.83   (f) ADJUSTED    2 2
 JZ3567
 JZ3567.Superseded values are not recommended for survey control.
 JZ3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3567.See file dsdata.txt to determine how the superseded data were derived.
 JZ3567
 JZ3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ120310(NAD 83)
 JZ3567_MARKER: DZ = AZIMUTH MARK DISK
 JZ3567_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3567_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3567_STAMPING: 6972 89
 JZ3567_MARK LOGO: OH1610
 JZ3567_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3567+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1991
 JZ3567
 JZ3567  HISTORY     - Date     Condition        Report By
 JZ3567  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3567  HISTORY     - 19911210 GOOD             WOOLPT
 JZ3567  HISTORY     - 20060601 GOOD             GEOCAC
 JZ3567
 JZ3567                          STATION DESCRIPTION
 JZ3567
 JZ3567'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3567'STATION 6972 IS LOCATED AT THE EVANS BALLFIELD ON EVANS STREET, ONE
 JZ3567'BLOCK NORTH OF RIVER ROAD, IN THE SUBURB OF LAWRENCE-PRICE HILL, IN
 JZ3567'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3567'25.0 FT NORTH OF THE NORTH RAIL OF AN EXISTING RAILROAD, 18.1 FT EAST
 JZ3567'OF THE EAST CURB OF SAID EVANS STREET, 16.4 FT NORTHEAST OF THE WEST
 JZ3567'POST OF A 6 FT CHAIN LINK FENCE THAT RUNS ALONG THE RAILROAD AND 7.1
 JZ3567'FT NORTHEAST OF THE SOUTH POST OF A 6 FT CHAIN LINK FENCE THAT RUNS
 JZ3567'ALONG SAID EVANS STREET.
 JZ3567
 JZ3567                          STATION RECOVERY (2006)
 JZ3567
 JZ3567'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3567'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3502 ***********************************************************************
 JZ3502  DESIGNATION -  6973
 JZ3502  PID         -  JZ3502
 JZ3502  STATE/COUNTY-  OH/HAMILTON
 JZ3502  USGS QUAD   -  COVINGTON (1987)
 JZ3502
 JZ3502                         *CURRENT SURVEY CONTROL
 JZ3502  ___________________________________________________________________
 JZ3502* NAD 83(1995)-  39 06 19.84696(N)    084 31 40.74697(W)     ADJUSTED  
 JZ3502* NAVD 88     -       155.035  (meters)     508.64   (feet)  ADJUSTED  
 JZ3502  ___________________________________________________________________
 JZ3502  X           -     472,605.870 (meters)                     COMP
 JZ3502  Y           -  -4,933,455.872 (meters)                     COMP
 JZ3502  Z           -   4,001,489.701 (meters)                     COMP
 JZ3502  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 JZ3502  ELLIP HEIGHT-         120.85  (meters)          (10/07/05) GPS OBS
 JZ3502  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3502  DYNAMIC HT  -         154.936 (meters)     508.32  (feet)  COMP
 JZ3502  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JZ3502
 JZ3502  HORZ ORDER  -  FIRST
 JZ3502  VERT ORDER  -  FIRST     CLASS II
 JZ3502  ELLP ORDER  -  FOURTH    CLASS I
 JZ3502
 JZ3502.The horizontal coordinates were established by GPS observations
 JZ3502.and adjusted by the National Geodetic Survey in April 1998..
 JZ3502
 JZ3502.The orthometric height was determined by differential leveling
 JZ3502.and adjusted by the National Geodetic Survey in March 1993..
 JZ3502
 JZ3502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3502
 JZ3502.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3502
 JZ3502.The ellipsoidal height was determined by GPS observations
 JZ3502.and is referenced to NAD 83.
 JZ3502
 JZ3502.The geoid height was determined by GEOID03.
 JZ3502
 JZ3502.The dynamic height is computed by dividing the NAVD 88
 JZ3502.geopotential number by the normal gravity value computed on the
 JZ3502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3502.degrees latitude (g = 980.6199 gals.).
 JZ3502
 JZ3502.The modeled gravity was interpolated from observed gravity values.
 JZ3502
 JZ3502;                    North         East     Units Scale Factor Converg.
 JZ3502;SPC OH S     -   124,696.117   424,608.068   MT  0.99994769   -1 17 12.5
 JZ3502;SPC KY1Z     - 1,308,381.509 1,605,712.629   MT  1.00013539   +0 45 01.0
 JZ3502;SPC KY1Z     - 4,292,581.67  5,268,075.52   sFT  1.00013539   +0 45 01.0
 JZ3502;SPC KY N     -   178,251.582   475,954.400   MT  1.00002406   -0 10 22.5
 JZ3502;SPC KY N     -   584,813.73  1,561,527.06   sFT  1.00002406   -0 10 22.5
 JZ3502;UTM  16      - 4,331,395.062   713,751.502   MT  1.00016262   +1 33 35.3
 JZ3502
 JZ3502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3502!SPC OH S     -   0.99998104  x   0.99994769  =   0.99992873
 JZ3502!SPC KY1Z     -   0.99998104  x   1.00013539  =   1.00011643
 JZ3502!SPC KY N     -   0.99998104  x   1.00002406  =   1.00000510
 JZ3502!UTM  16      -   0.99998104  x   1.00016262  =   1.00014366
 JZ3502
 JZ3502                          SUPERSEDED SURVEY CONTROL
 JZ3502
 JZ3502  ELLIP H (04/01/98)  120.90   (m)                       GP(       ) 4 1
 JZ3502  NAD 83(1995)-  39 06 19.85366(N)    084 31 40.75395(W) AD(       ) 1
 JZ3502  NAD 83(1986)-  39 06 19.85158(N)    084 31 40.75724(W) AD(       ) 1
 JZ3502  NGVD 29 (08/25/92)  155.205  (m)          509.20   (f) ADJUSTED    1 2
 JZ3502
 JZ3502.Superseded values are not recommended for survey control.
 JZ3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3502.See file dsdata.txt to determine how the superseded data were derived.
 JZ3502
 JZ3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1375231395(NAD 83)
 JZ3502_MARKER: DD = SURVEY DISK
 JZ3502_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3502_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3502_STAMPING: 6973 89
 JZ3502_MARK LOGO: OH1610
 JZ3502_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3502+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ3502
 JZ3502  HISTORY     - Date     Condition        Report By
 JZ3502  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3502  HISTORY     - 19900921 GOOD             WOOLPT
 JZ3502  HISTORY     - 19911216 GOOD             WOOLPT
 JZ3502  HISTORY     - 19930604 GOOD             NGS
 JZ3502  HISTORY     - 20060601 GOOD             GEOCAC
 JZ3502
 JZ3502                          STATION DESCRIPTION
 JZ3502
 JZ3502'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3502'STATION IS LOCATED AT QUEENSGATE BALLFIELDS AT THE SOUTHEAST CORNER OF
 JZ3502'LINN AND COURT STREETS, IN CINCINNATI, OHIO.
 JZ3502'TO REACH FROM THE FEDERAL BUILDING AT THE CORNER OF FIFTH AND MAIN
 JZ3502'STREETS IN DOWNTOWN CINCINNATI, GO NORTH ON MAIN STREET FOR 0.10 MI
 JZ3502'(0.16 KM) TO E. SIXTH STREET, TURN LEFT ON SIXTH FOR 0.43 MI
 JZ3502'(0.69 KM) TO CENTRAL PARKWAY, TURN RIGHT ON CENTRAL PARKWAY FOR 0.40
 JZ3502'MI (0.64 KM) TO W. COURT STREET, TURN LEFT AND GO 0.50 MI (0.80 KM)
 JZ3502'ON W. COURT STREET, PARK IS LOCATED ON THE SOUTHEAST CORNER OF COURT
 JZ3502'AND LINN STREETS.
 JZ3502'STATION IS SET FLUSH WITH THE TOP OF THE GROUND, 49.00 FT (14.94 M)
 JZ3502'EAST OF THE EAST LINE OF LINN STREET, 98.60 FT (30.05 M) NORTHWEST OF
 JZ3502'AN INLET MANHOLE, 36.60 FT (11.16 M) SOUTH OF THE SOUTH LINE OF COURT
 JZ3502'STREET.
 JZ3502
 JZ3502                          STATION RECOVERY (1991)
 JZ3502
 JZ3502'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3502'RECOVERED IN GOOD CONDITION.
 JZ3502
 JZ3502                          STATION RECOVERY (1993)
 JZ3502
 JZ3502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ3502'IN CINCINNATI, AT THE INTERSECTION OF WEST COURT AND LINN STREETS,
 JZ3502'26.2 M (86.0 FT) EAST OF THE CENTER OF LINN STREET, 19.8 M (65.0 FT)
 JZ3502'SOUTH OF THE CENTERLINE OF COURT STREET, 10.8 M (35.4 FT)
 JZ3502'SOUTH-SOUTHWEST OF UTILITY POLE NUMBER N6-928E, 0.3 M (1.0 FT) BELOW
 JZ3502'THE LEVEL OF COURT STREET, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 JZ3502'FT) BELOW THE GROUND SURFACE.
 JZ3502
 JZ3502                          STATION RECOVERY (2006)
 JZ3502
 JZ3502'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3502'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3570 ***********************************************************************
 JZ3570  DESIGNATION -  6974
 JZ3570  PID         -  JZ3570
 JZ3570  STATE/COUNTY-  OH/HAMILTON
 JZ3570  USGS QUAD   -  COVINGTON (1987)
 JZ3570
 JZ3570                         *CURRENT SURVEY CONTROL
 JZ3570  ___________________________________________________________________
 JZ3570* NAD 83(1986)-  39 06 16.     (N)    084 31 35.     (W)     SCALED    
 JZ3570* NAVD 88     -       157.591  (meters)     517.03   (feet)  ADJUSTED  
 JZ3570  ___________________________________________________________________
 JZ3570  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3570  DYNAMIC HT  -         157.491 (meters)     516.70  (feet)  COMP
 JZ3570  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JZ3570
 JZ3570  VERT ORDER  -  FIRST     CLASS II
 JZ3570
 JZ3570.The horizontal coordinates were scaled from a topographic map and have
 JZ3570.an estimated accuracy of +/- 6 seconds.
 JZ3570
 JZ3570.The orthometric height was determined by differential leveling
 JZ3570.and adjusted by the National Geodetic Survey in March 1993..
 JZ3570
 JZ3570.The geoid height was determined by GEOID03.
 JZ3570
 JZ3570.The dynamic height is computed by dividing the NAVD 88
 JZ3570.geopotential number by the normal gravity value computed on the
 JZ3570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3570.degrees latitude (g = 980.6199 gals.).
 JZ3570
 JZ3570.The modeled gravity was interpolated from observed gravity values.
 JZ3570
 JZ3570;                    North         East    Units  Estimated Accuracy
 JZ3570;SPC OH S     -   124,570.      424,740.      MT  (+/- 180 meters Scaled)
 JZ3570
 JZ3570                          SUPERSEDED SURVEY CONTROL
 JZ3570
 JZ3570  NGVD 29 (08/25/92)  157.761  (m)          517.59   (f) ADJUSTED    1 2
 JZ3570
 JZ3570.Superseded values are not recommended for survey control.
 JZ3570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3570.See file dsdata.txt to determine how the superseded data were derived.
 JZ3570
 JZ3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ138312(NAD 83)
 JZ3570_MARKER: DD = SURVEY DISK
 JZ3570_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3570_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3570_STAMPING: 6974 89
 JZ3570_MARK LOGO: OH1610
 JZ3570_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3570+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ3570
 JZ3570  HISTORY     - Date     Condition        Report By
 JZ3570  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3570  HISTORY     - 19911216 GOOD             WOOLPT
 JZ3570  HISTORY     - 19930604 GOOD             NGS
 JZ3570  HISTORY     - 20060601 GOOD             GEOCAC
 JZ3570
 JZ3570                          STATION DESCRIPTION
 JZ3570
 JZ3570'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3570'STATION 6974 IS LOCATED AT THE QUEENSGATE BALLFIELDS ON THE CORNER OF
 JZ3570'LINN STREET AND COURT STREET, IN THE SUBURB OF QUEENSGATE, IN
 JZ3570'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3570'89.7 FT NORTHWEST OF THE SOUTHERNMOST POST OF AN 8 FT CHAIN LINK
 JZ3570'FENCE, 63.6 FT NORTHWEST OF A MANHOLE, 53.5 FT NORTH OF A 5 FT CHAIN
 JZ3570'LINK FENCE THAT FRONTS ON INTERSTATE 75 AND ACTS AS A PRIVACY FENCE,
 JZ3570'AND 41.4 FT NORTHEAST OF A WOOD LIGHT POLE.
 JZ3570
 JZ3570                          STATION RECOVERY (1993)
 JZ3570
 JZ3570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ3570'IN CINCINNATI, AT THE INTERSECTION OF WEST COURT AND CUTTER STREETS,
 JZ3570'131.4 M (431.1 FT) SOUTH OF THE CENTERLINE OF COURT STREET, 33.6 M
 JZ3570'(110.2 FT) WEST OF AND LEVEL WITH THE CENTER OF CUTTER STREET, 27.4 M
 JZ3570'(89.9 FT) NORTHWEST OF THE SOUTH CORNER OF A CHAIN-LINK FENCE
 JZ3570'ENCLOSING THE QUEENSGATE BALL FIELDS, 16.2 M (53.1 FT) NORTH OF AN
 JZ3570'INTERSTATE HIGHWAY 75 RIGHT-OF-WAY FENCE, 12.7 M (41.7 FT) NORTHEAST
 JZ3570'OF A UTILITY POLE WITH LIGHTS FOR THE BALL PARKS ATTACHED, AND THE
 JZ3570'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 JZ3570
 JZ3570                          STATION RECOVERY (2006)
 JZ3570
 JZ3570'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3570'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3490 ***********************************************************************
 JZ3490  DESIGNATION -  6975
 JZ3490  PID         -  JZ3490
 JZ3490  STATE/COUNTY-  OH/HAMILTON
 JZ3490  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3490
 JZ3490                         *CURRENT SURVEY CONTROL
 JZ3490  ___________________________________________________________________
 JZ3490* NAD 83(1995)-  39 08 22.41126(N)    084 32 12.67008(W)     ADJUSTED  
 JZ3490* NAVD 88     -       157.348  (meters)     516.23   (feet)  ADJUSTED  
 JZ3490  ___________________________________________________________________
 JZ3490  X           -     471,615.433 (meters)                     COMP
 JZ3490  Y           -  -4,931,156.604 (meters)                     COMP
 JZ3490  Z           -   4,004,423.459 (meters)                     COMP
 JZ3490  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 JZ3490  ELLIP HEIGHT-         123.13  (meters)          (10/07/05) GPS OBS
 JZ3490  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3490  DYNAMIC HT  -         157.249 (meters)     515.91  (feet)  COMP
 JZ3490  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 JZ3490
 JZ3490  HORZ ORDER  -  FIRST
 JZ3490  VERT ORDER  -  SECOND    CLASS II
 JZ3490  ELLP ORDER  -  FOURTH    CLASS I
 JZ3490
 JZ3490.The horizontal coordinates were established by GPS observations
 JZ3490.and adjusted by the National Geodetic Survey in April 1998..
 JZ3490
 JZ3490.The orthometric height was determined by differential leveling
 JZ3490.and adjusted by the National Geodetic Survey in March 1993..
 JZ3490
 JZ3490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3490
 JZ3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3490
 JZ3490.The ellipsoidal height was determined by GPS observations
 JZ3490.and is referenced to NAD 83.
 JZ3490
 JZ3490.The geoid height was determined by GEOID03.
 JZ3490
 JZ3490.The dynamic height is computed by dividing the NAVD 88
 JZ3490.geopotential number by the normal gravity value computed on the
 JZ3490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3490.degrees latitude (g = 980.6199 gals.).
 JZ3490
 JZ3490.The modeled gravity was interpolated from observed gravity values.
 JZ3490
 JZ3490;                    North         East     Units Scale Factor Converg.
 JZ3490;SPC OH S     -   128,491.886   423,926.528   MT  0.99994499   -1 17 32.7
 JZ3490;SPC KY1Z     - 1,312,151.389 1,604,896.430   MT  1.00014838   +0 44 41.4
 JZ3490;SPC KY1Z     - 4,304,950.02  5,265,397.70   sFT  1.00014838   +0 44 41.4
 JZ3490;SPC KY N     -   182,033.692   475,199.137   MT  1.00003086   -0 10 42.4
 JZ3490;SPC KY N     -   597,222.20  1,559,049.17   sFT  1.00003086   -0 10 42.4
 JZ3490;UTM  16      - 4,335,153.097   712,882.073   MT  1.00015805   +1 33 19.3
 JZ3490
 JZ3490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3490!SPC OH S     -   0.99998068  x   0.99994499  =   0.99992567
 JZ3490!SPC KY1Z     -   0.99998068  x   1.00014838  =   1.00012906
 JZ3490!SPC KY N     -   0.99998068  x   1.00003086  =   1.00001154
 JZ3490!UTM  16      -   0.99998068  x   1.00015805  =   1.00013873
 JZ3490
 JZ3490                          SUPERSEDED SURVEY CONTROL
 JZ3490
 JZ3490  ELLIP H (04/01/98)  123.18   (m)                       GP(       ) 4 1
 JZ3490  NAD 83(1995)-  39 08 22.41761(N)    084 32 12.67739(W) AD(       ) 1
 JZ3490  NAD 83(1986)-  39 08 22.41571(N)    084 32 12.68068(W) AD(       ) 1
 JZ3490  NGVD 29 (06/03/91)  157.524  (m)          516.81   (f) ADJUSTED    2 2
 JZ3490
 JZ3490.Superseded values are not recommended for survey control.
 JZ3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3490.See file dsdata.txt to determine how the superseded data were derived.
 JZ3490
 JZ3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1288235153(NAD 83)
 JZ3490_MARKER: DE = TRAVERSE STATION DISK
 JZ3490_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3490_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3490_STAMPING: 6975 89
 JZ3490_MARK LOGO: OH1610
 JZ3490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3490+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1990
 JZ3490
 JZ3490  HISTORY     - Date     Condition        Report By
 JZ3490  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3490  HISTORY     - 19900921 GOOD             WOOLPT
 JZ3490
 JZ3490                          STATION DESCRIPTION
 JZ3490
 JZ3490'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3490'STATION IS LOCATED AT TAFT BALLFIELDS ON STOCK STREET, EAST OF
 JZ3490'COLERAIN AVENUE, IN CINCINNATI, OHIO.
 JZ3490'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3490'DOWNTOWN CINCINNATI, GO NORTH ON MAIN STREET 0.10 MI (0.16 KM) TO E.
 JZ3490'SIXTH STREET, TURN LEFT ON E. SIXTH FOR 0.40 MI (0.64 KM) TO CENTRAL
 JZ3490'PARKWAY, TURN RIGHT ON CENTRAL PARKWAY FOR 3.00 MI (4.83 KM) TO
 JZ3490'WESTERN HILLS VIADUCT, TURN LEFT ON WESTERN HILLS VIADUCT FOR 0.40 MI
 JZ3490'(0.64 KM) TO COLERAIN AVENUE, TURN RIGHT ON COLERAIN FOR 0.20 MI
 JZ3490'(0.32 KM) TO STOCK STREET, PARK IS LOCATED ON THE RIGHT SIDE OF STOCK
 JZ3490'STREET JUST EAST OF COLERAIN AVENUE.
 JZ3490'STATION IS SET FLUSH WITH THE TOP OF THE GROUND, 47.80 FT (14.57 M)
 JZ3490'SOUTHEAST OF AN INLET MANHOLE, 27.90 FT (8.50 M) SOUTHEAST OF A
 JZ3490'CONCRETE WATER MAIN PIT, 42.90 FT (13.08 M) SOUTHWEST OF AN INLET
 JZ3490'MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3491 ***********************************************************************
 JZ3491  DESIGNATION -  6976
 JZ3491  PID         -  JZ3491
 JZ3491  STATE/COUNTY-  OH/HAMILTON
 JZ3491  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3491
 JZ3491                         *CURRENT SURVEY CONTROL
 JZ3491  ___________________________________________________________________
 JZ3491* NAD 83(1986)-  39 08 20.     (N)    084 32 10.     (W)     SCALED    
 JZ3491* NAVD 88     -       158.241  (meters)     519.16   (feet)  ADJUSTED  
 JZ3491  ___________________________________________________________________
 JZ3491  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3491  DYNAMIC HT  -         158.141 (meters)     518.83  (feet)  COMP
 JZ3491  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 JZ3491
 JZ3491  VERT ORDER  -  SECOND    CLASS II
 JZ3491
 JZ3491.The horizontal coordinates were scaled from a topographic map and have
 JZ3491.an estimated accuracy of +/- 6 seconds.
 JZ3491
 JZ3491.The orthometric height was determined by differential leveling
 JZ3491.and adjusted by the National Geodetic Survey in March 1993..
 JZ3491
 JZ3491.The geoid height was determined by GEOID03.
 JZ3491
 JZ3491.The dynamic height is computed by dividing the NAVD 88
 JZ3491.geopotential number by the normal gravity value computed on the
 JZ3491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3491.degrees latitude (g = 980.6199 gals.).
 JZ3491
 JZ3491.The modeled gravity was interpolated from observed gravity values.
 JZ3491
 JZ3491;                    North         East    Units  Estimated Accuracy
 JZ3491;SPC OH S     -   128,420.      423,990.      MT  (+/- 180 meters Scaled)
 JZ3491
 JZ3491                          SUPERSEDED SURVEY CONTROL
 JZ3491
 JZ3491  NGVD 29 (06/03/91)  158.417  (m)          519.74   (f) ADJUSTED    2 2
 JZ3491
 JZ3491.Superseded values are not recommended for survey control.
 JZ3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3491.See file dsdata.txt to determine how the superseded data were derived.
 JZ3491
 JZ3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ129350(NAD 83)
 JZ3491_MARKER: DB = BENCH MARK DISK
 JZ3491_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3491_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3491_STAMPING: 6976
 JZ3491_MARK LOGO: OH1610
 JZ3491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3491
 JZ3491  HISTORY     - Date     Condition        Report By
 JZ3491  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3491  HISTORY     - 19900921 GOOD             WOOLPT
 JZ3491
 JZ3491                          STATION DESCRIPTION
 JZ3491
 JZ3491'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 JZ3491'STATION IS LOCATED AT TAFT BALLFIELDS ON STOCK STREET, EAST OF
 JZ3491'COLERAIN AVENUE, IN CINCINNATI, OHIO.
 JZ3491'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3491'DOWNTOWN CINCINNATI, GO NORTH ON MAIN STREET 0.10 MI (0.16 KM) TO E.
 JZ3491'SIXTH STREET, TURN LEFT ON E. SIXTH FOR 0.40 MI (0.64 KM) TO CENTRAL
 JZ3491'PARKWAY, TURN RIGHT ON CENTRAL PARKWAY FOR 3.00 MI (4.83 KM) TO
 JZ3491'WESTERN HILLS VIADUCT, TURN LEFT ON WESTERN HILLS VIADUCT FOR 0.40 MI
 JZ3491'(0.64 KM) TO COLERAIN AVENUE, TURN RIGHT ON COLERAIN FOR 0.20 MI
 JZ3491'(0.32 KM) TO STOCK STREET, PARK IS LOCATED ON THE RIGHT SIDE OF STOCK
 JZ3491'STREET JUST EAST OF COLERAIN AVENUE. THE STATION IS LOCATED IN THE
 JZ3491'SOUTHEAST CORNER OF THE PARK BETWEEN THE WEST RIGHT OF WAY FENCE OF
 JZ3491'I-75 AND A DEAD END STREET FROM THE SOUTH NAMED HENSHAW AVENUE.
 JZ3491'STATION IS SET FLUSH WITH THE TOP OF THE GROUND IN A PLAY AREA AND IS
 JZ3491'33.2 FT (10.1 M) EAST OF THE EAST EDGE OF HENSHAW AVENUE, 21 FT
 JZ3491'(6.4 M) WEST OF A CHAIN LINK FENCE, 81.3 FT (24.8 M) SOUTHEAST OF A
 JZ3491'CORNER POST OF THE PLAYGROUND FENCE AND 86.7 FT (26.4 M) SOUTHWEST
 JZ3491'FROM THE NORTHEAST CORNER POST OF THE PLAYGROUND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3516 ***********************************************************************
 JZ3516  DESIGNATION -  6977
 JZ3516  PID         -  JZ3516
 JZ3516  STATE/COUNTY-  OH/HAMILTON
 JZ3516  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3516
 JZ3516                         *CURRENT SURVEY CONTROL
 JZ3516  ___________________________________________________________________
 JZ3516* NAD 83(1995)-  39 07 32.45347(N)    084 33 05.31729(W)     ADJUSTED  
 JZ3516* NAVD 88     -       149.452  (meters)     490.33   (feet)  ADJUSTED  
 JZ3516  ___________________________________________________________________
 JZ3516  X           -     470,448.533 (meters)                     COMP
 JZ3516  Y           -  -4,932,238.707 (meters)                     COMP
 JZ3516  Z           -   4,003,223.460 (meters)                     COMP
 JZ3516  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JZ3516  ELLIP HEIGHT-         115.30  (meters)          (10/07/05) GPS OBS
 JZ3516  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3516  DYNAMIC HT  -         149.356 (meters)     490.01  (feet)  COMP
 JZ3516  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JZ3516
 JZ3516  HORZ ORDER  -  FIRST
 JZ3516  VERT ORDER  -  SECOND    CLASS II
 JZ3516  ELLP ORDER  -  FOURTH    CLASS I
 JZ3516
 JZ3516.The horizontal coordinates were established by GPS observations
 JZ3516.and adjusted by the National Geodetic Survey in April 1998..
 JZ3516
 JZ3516.The orthometric height was determined by differential leveling
 JZ3516.and adjusted by the National Geodetic Survey in March 1993..
 JZ3516
 JZ3516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3516
 JZ3516.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3516
 JZ3516.The ellipsoidal height was determined by GPS observations
 JZ3516.and is referenced to NAD 83.
 JZ3516
 JZ3516.The geoid height was determined by GEOID03.
 JZ3516
 JZ3516.The dynamic height is computed by dividing the NAVD 88
 JZ3516.geopotential number by the normal gravity value computed on the
 JZ3516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3516.degrees latitude (g = 980.6199 gals.).
 JZ3516
 JZ3516.The modeled gravity was interpolated from observed gravity values.
 JZ3516
 JZ3516;                    North         East     Units Scale Factor Converg.
 JZ3516;SPC OH S     -   126,980.371   422,627.574   MT  0.99994605   -1 18 06.1
 JZ3516;SPC KY1Z     - 1,310,594.338 1,603,651.785   MT  1.00014304   +0 44 09.0
 JZ3516;SPC KY1Z     - 4,299,841.59  5,261,314.23   sFT  1.00014304   +0 44 09.0
 JZ3516;SPC KY N     -   180,497.078   473,929.710   MT  1.00002804   -0 11 15.1
 JZ3516;SPC KY N     -   592,180.83  1,554,884.39   sFT  1.00002804   -0 11 15.1
 JZ3516;UTM  16      - 4,333,578.588   711,659.557   MT  1.00015166   +1 32 44.3
 JZ3516
 JZ3516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3516!SPC OH S     -   0.99998191  x   0.99994605  =   0.99992796
 JZ3516!SPC KY1Z     -   0.99998191  x   1.00014304  =   1.00012495
 JZ3516!SPC KY N     -   0.99998191  x   1.00002804  =   1.00000995
 JZ3516!UTM  16      -   0.99998191  x   1.00015166  =   1.00013357
 JZ3516
 JZ3516                          SUPERSEDED SURVEY CONTROL
 JZ3516
 JZ3516  ELLIP H (04/01/98)  115.37   (m)                       GP(       ) 4 1
 JZ3516  NAD 83(1995)-  39 07 32.46002(N)    084 33 05.32444(W) AD(       ) 1
 JZ3516  NAD 83(1986)-  39 07 32.45797(N)    084 33 05.32774(W) AD(       ) 1
 JZ3516  NGVD 29 (08/25/92)  149.618  (m)          490.87   (f) ADJUSTED    2 2
 JZ3516
 JZ3516.Superseded values are not recommended for survey control.
 JZ3516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3516.See file dsdata.txt to determine how the superseded data were derived.
 JZ3516
 JZ3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1166033579(NAD 83)
 JZ3516_MARKER: DE = TRAVERSE STATION DISK
 JZ3516_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3516_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3516_STAMPING: 6977 89
 JZ3516_MARK LOGO: OH1610
 JZ3516_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3516+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1991
 JZ3516
 JZ3516  HISTORY     - Date     Condition        Report By
 JZ3516  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3516  HISTORY     - 19900311 GOOD
 JZ3516  HISTORY     - 19911211 GOOD             WOOLPT
 JZ3516  HISTORY     - 20040124 GOOD             GEOCAC
 JZ3516
 JZ3516                          STATION DESCRIPTION
 JZ3516
 JZ3516'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3516'STATION IS LOCATED AT SOUTH FAIRMOUNT BALLFIELDS ON QUEEN CITY AVENUE
 JZ3516'AT GRAND AVENUE, IN CINCINNATI, OHIO. TO REACH FROM THE FEDERAL
 JZ3516'BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN CINCINNATI. GO NORTH
 JZ3516'ON MAIN STREET 0.10 MI (0.16 KM) TO E. SIXTH STREET, TURN LEFT ON E.
 JZ3516'SIXTH FOR 0.40 MI (0.64 KM) TO CENTRAL PARKWAY, TURN RIGHT ON CENTRAL
 JZ3516'PARKWAY FOR 2.00 MI (3.22 KM) TO WESTERN HILLS VIADUCT, TURN LEFT ON
 JZ3516'WESTERN HILLS VIADUCT FOR 0.60 MI (0.97 KM) TO HARRISON AVENUE, TURN
 JZ3516'RIGHT ON HARRISON FOR 0.20 MI (0.32 KM) TO QUEEN CITY AVENUE, TURN
 JZ3516'LEFT ON QUEEN CITY FOR 0.20 MI, PARK IS LOCATED ON THE LEFT SIDE OF
 JZ3516'QUEEN CITY AVENUE AT GRAND AVENUE. STATION IS SET FLUSH WITH THE TOP
 JZ3516'OF THE GROUND, 4.40 FT (1.34 M) WEST OF THE NORTHWEST  CORNER OF A
 JZ3516'BLACKTOP BASKETBALL COURT, 45.40 FT (13.84 M) NORTHWEST OF AN INLET
 JZ3516'MANHOLE, 57.20 FT (17.43 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JZ3516'FILTER ROOM FOR THE SWIMMING POOL.
 JZ3516
 JZ3516                          STATION RECOVERY (1990)
 JZ3516
 JZ3516'RECOVERED 1990
 JZ3516'RECOVERED IN GOOD CONDITION.
 JZ3516
 JZ3516                          STATION RECOVERY (1991)
 JZ3516
 JZ3516'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3516'STATION 6977 IS LOCATED AT THE SOUTH FAIRMOUNT BALLFIELDS ON QUEEN
 JZ3516'CITY AVENUE AT GRAND AVENUE, IN THE SUBURB OF SOUTH FAIRMOUNT, IN
 JZ3516'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3516'57.2 FT SOUTHEAST OF THE SOUTHEAST CORNER OF THE SWIMMING POOL FILTER
 JZ3516'ROOM, 45.4 NORTHWEST OF AN INLET MANHOLE THAT IS LOCATED IN A ASPHALT
 JZ3516'BASKETBALL COURT, AND 4.4 FT WEST OF THE NORTHWEST CORNER OF SAID
 JZ3516'BASKETBALL COURT.
 JZ3516
 JZ3516                          STATION RECOVERY (2004)
 JZ3516
 JZ3516'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ3516'N 39  07.542 W 084  33.091 WGS-84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3569 ***********************************************************************
 JZ3569  DESIGNATION -  6978
 JZ3569  PID         -  JZ3569
 JZ3569  STATE/COUNTY-  OH/HAMILTON
 JZ3569  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3569
 JZ3569                         *CURRENT SURVEY CONTROL
 JZ3569  ___________________________________________________________________
 JZ3569* NAD 83(1986)-  39 07 31.     (N)    084 33 11.     (W)     SCALED    
 JZ3569* NAVD 88     -       150.496  (meters)     493.75   (feet)  ADJUSTED  
 JZ3569  ___________________________________________________________________
 JZ3569  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3569  DYNAMIC HT  -         150.400 (meters)     493.44  (feet)  COMP
 JZ3569  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JZ3569
 JZ3569  VERT ORDER  -  SECOND    CLASS II
 JZ3569
 JZ3569.The horizontal coordinates were scaled from a topographic map and have
 JZ3569.an estimated accuracy of +/- 6 seconds.
 JZ3569
 JZ3569.The orthometric height was determined by differential leveling
 JZ3569.and adjusted by the National Geodetic Survey in March 1993..
 JZ3569
 JZ3569.The geoid height was determined by GEOID03.
 JZ3569
 JZ3569.The dynamic height is computed by dividing the NAVD 88
 JZ3569.geopotential number by the normal gravity value computed on the
 JZ3569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3569.degrees latitude (g = 980.6199 gals.).
 JZ3569
 JZ3569.The modeled gravity was interpolated from observed gravity values.
 JZ3569
 JZ3569;                    North         East    Units  Estimated Accuracy
 JZ3569;SPC OH S     -   126,940.      422,490.      MT  (+/- 180 meters Scaled)
 JZ3569
 JZ3569                          SUPERSEDED SURVEY CONTROL
 JZ3569
 JZ3569  NGVD 29 (08/25/92)  150.662  (m)          494.30   (f) ADJUSTED    2 2
 JZ3569
 JZ3569.Superseded values are not recommended for survey control.
 JZ3569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3569.See file dsdata.txt to determine how the superseded data were derived.
 JZ3569
 JZ3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ115335(NAD 83)
 JZ3569_MARKER: DZ = AZIMUTH MARK DISK
 JZ3569_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3569_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3569_STAMPING: 6978 89
 JZ3569_MARK LOGO: OH1610
 JZ3569_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3569+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1991
 JZ3569
 JZ3569  HISTORY     - Date     Condition        Report By
 JZ3569  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3569  HISTORY     - 19911211 GOOD             WOOLPT
 JZ3569  HISTORY     - 20040124 GOOD             GEOCAC
 JZ3569
 JZ3569                          STATION DESCRIPTION
 JZ3569
 JZ3569'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3569'STATION 6978 IS LOCATED AT THE SOUTH FAIRMOUNT BALLFIELDS ON QUEEN
 JZ3569'CITY AVENUE AT GRAND AVENUE, IN THE SUBURB OF SOUTH FAIRMOUNT, IN
 JZ3569'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3569'49.2 FT NORTH OF THE NORTH CURB OF WESTWOOD AVENUE, 10.8 FT EAST OF
 JZ3569'THE EAST CURB OF SAID GRAND AVENUE, 2.8 FT EAST OF THE EAST EDGE OF A
 JZ3569'5 FT CONCRETE WALK THAT RUNS ALONG SAID GRAND AVENUE AND 1.6 FT SOUTH
 JZ3569'OF A CONCRETE WALK RUNNING EAST TO A SET OF CONCRETE STEPS.
 JZ3569
 JZ3569                          STATION RECOVERY (2004)
 JZ3569
 JZ3569'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ3569'RECOVERED AS DESCRIBED IN THE BOTTOM OF A 1-FOOT DEEP HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3548 ***********************************************************************
 JZ3548  DESIGNATION -  6979
 JZ3548  PID         -  JZ3548
 JZ3548  STATE/COUNTY-  OH/HAMILTON
 JZ3548  USGS QUAD   -  COVINGTON (1987)
 JZ3548
 JZ3548                         *CURRENT SURVEY CONTROL
 JZ3548  ___________________________________________________________________
 JZ3548* NAD 83(1995)-  39 07 00.40431(N)    084 33 34.85056(W)     ADJUSTED  
 JZ3548* NAVD 88     -       244.5    (meters)     802.     (feet)  VERTCON   
 JZ3548  ___________________________________________________________________
 JZ3548  X           -     469,808.439 (meters)                     COMP
 JZ3548  Y           -  -4,933,000.230 (meters)                     COMP
 JZ3548  Z           -   4,002,516.640 (meters)                     COMP
 JZ3548  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 JZ3548  ELLIP HEIGHT-         210.34  (meters)          (10/07/05) GPS OBS
 JZ3548  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3548
 JZ3548  HORZ ORDER  -  FIRST
 JZ3548  ELLP ORDER  -  FOURTH    CLASS I
 JZ3548
 JZ3548.The horizontal coordinates were established by GPS observations
 JZ3548.and adjusted by the National Geodetic Survey in April 1998..
 JZ3548
 JZ3548.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3548
 JZ3548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3548
 JZ3548.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3548
 JZ3548.The ellipsoidal height was determined by GPS observations
 JZ3548.and is referenced to NAD 83.
 JZ3548
 JZ3548.The geoid height was determined by GEOID03.
 JZ3548
 JZ3548;                    North         East     Units Scale Factor Converg.
 JZ3548;SPC OH S     -   126,008.487   421,895.858   MT  0.99994675   -1 18 24.9
 JZ3548;SPC KY1Z     - 1,309,596.857 1,602,954.953   MT  1.00013965   +0 43 50.9
 JZ3548;SPC KY1Z     - 4,296,569.02  5,259,028.04   sFT  1.00013965   +0 43 50.9
 JZ3548;SPC KY N     -   179,511.069   473,216.974   MT  1.00002627   -0 11 33.5
 JZ3548;SPC KY N     -   588,945.90  1,552,546.02   sFT  1.00002627   -0 11 33.5
 JZ3548;UTM  16      - 4,332,571.352   710,976.882   MT  1.00014810   +1 32 24.6
 JZ3548
 JZ3548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3548!SPC OH S     -   0.99996700  x   0.99994675  =   0.99991375
 JZ3548!SPC KY1Z     -   0.99996700  x   1.00013965  =   1.00010665
 JZ3548!SPC KY N     -   0.99996700  x   1.00002627  =   0.99999327
 JZ3548!UTM  16      -   0.99996700  x   1.00014810  =   1.00011510
 JZ3548
 JZ3548|---------------------------------------------------------------------|
 JZ3548| PID    Reference Object                     Distance      Geod. Az  |
 JZ3548|                                                           dddmmss.s |
 JZ3548| JZ3537 6980                                162.432 METERS 12323     |
 JZ3548|---------------------------------------------------------------------|
 JZ3548
 JZ3548                          SUPERSEDED SURVEY CONTROL
 JZ3548
 JZ3548  ELLIP H (04/01/98)  210.41   (m)                       GP(       ) 4 1
 JZ3548  NAD 83(1995)-  39 07 00.41086(N)    084 33 34.85769(W) AD(       ) 1
 JZ3548  NAD 83(1986)-  39 07 00.40881(N)    084 33 34.86100(W) AD(       ) 1
 JZ3548  NGVD 29 (05/06/92)  244.7    (m)          803.     (f) GPS OBS        
 JZ3548
 JZ3548.Superseded values are not recommended for survey control.
 JZ3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3548.See file dsdata.txt to determine how the superseded data were derived.
 JZ3548
 JZ3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1097732571(NAD 83)
 JZ3548_MARKER: DE = TRAVERSE STATION DISK
 JZ3548_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3548_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3548_STAMPING: 6979 89
 JZ3548_MARK LOGO: OH1610
 JZ3548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3548+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JZ3548
 JZ3548  HISTORY     - Date     Condition        Report By
 JZ3548  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3548  HISTORY     - 20040124 POOR             GEOCAC
 JZ3548
 JZ3548                          STATION DESCRIPTION
 JZ3548
 JZ3548'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3548'STATION IS LOCATED AT ROBERTS JUNIOR HIGH SCHOOL ON GRAND AVENUE, TWO
 JZ3548'BLOCKS NORTH OF GLENWAY AVENUE, IN CINCINNATI, OHIO. TO REACH FROM
 JZ3548'THE FEDERAL BUILDINGAT THE CORNER OF FIFTH AND MAIN STREETS IN
 JZ3548'DOWNTOWN CINCINNATI. GO NORTH ON MAIN STREET 0.10 MI (0.16 KM) TO
 JZ3548'SIXTH STREET, TURN LEFT ON SIXTH TO THE SIXTH STREET EXPRESSWAY FOR
 JZ3548'2.10 MI (3.38 KM) TO EVANS AVENUE. TURN RIGHT ON EVANS FOR 0.20 MI
 JZ3548'(0.32 KM) TO THE EIGHTH STREET VIADUCT. TURN LEFT ON EIGHTH STREET
 JZ3548'VIADUCT WHICH TURNS INTO GLENWAY AVENUE FOR 1.00 MI (1.61 KM) TO
 JZ3548'GRAND AVENUE, TURN RIGHT ON GRAND FOR 0.30 MI (0.48 KM) ROBERTS J.H
 JZ3548'WILL BE ON THE RIGHT SIDE OF GRAND. STATION IS SET FLUSH WITH THE TOP
 JZ3548'OF THE GROUND, 48.40 FT (14.75 M) NORTHEAST OF AN ELECTRIC POLE,
 JZ3548'18.00 FT (5.49 M) SOUTHEAST OF THE NORTHWEST CORNER OF A 4.0 FT
 JZ3548'(1.2 M) CHAINLINK FENCE FOR BALLFIELD NO. 1, 75.50 FT (23.01 M) EAST
 JZ3548'OF THE EAST LINE OF GRAND AVENUE.
 JZ3548
 JZ3548                          STATION RECOVERY (2004)
 JZ3548
 JZ3548'RECOVERY NOTE BY GEOCACHING 2004
 JZ3548'DISK IS GONE, STEM AND CONCRETE BASE REMAIN.
 JZ3548'N 39  07.008 W 084  33.582 WGS-84
 JZ3548' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3537 ***********************************************************************
 JZ3537  DESIGNATION -  6980
 JZ3537  PID         -  JZ3537
 JZ3537  STATE/COUNTY-  OH/HAMILTON
 JZ3537  USGS QUAD   -  COVINGTON (1987)
 JZ3537
 JZ3537                         *CURRENT SURVEY CONTROL
 JZ3537  ___________________________________________________________________
 JZ3537* NAD 83(1995)-  39 06 57.50586(N)    084 33 29.20491(W)     ADJUSTED  
 JZ3537* NAVD 88     -       248.701  (meters)     815.95   (feet)  ADJUSTED  
 JZ3537  ___________________________________________________________________
 JZ3537  X           -     469,949.118 (meters)                     COMP
 JZ3537  Y           -  -4,933,046.768 (meters)                     COMP
 JZ3537  Z           -   4,002,449.950 (meters)                     COMP
 JZ3537  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 JZ3537  ELLIP HEIGHT-         214.56  (meters)          (10/07/05) GPS OBS
 JZ3537  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3537  DYNAMIC HT  -         248.544 (meters)     815.43  (feet)  COMP
 JZ3537  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 JZ3537
 JZ3537  HORZ ORDER  -  FIRST
 JZ3537  VERT ORDER  -  SECOND    CLASS II
 JZ3537  ELLP ORDER  -  FOURTH    CLASS I
 JZ3537
 JZ3537.The horizontal coordinates were established by GPS observations
 JZ3537.and adjusted by the National Geodetic Survey in April 1998..
 JZ3537
 JZ3537.The orthometric height was determined by differential leveling
 JZ3537.and adjusted by the National Geodetic Survey in March 1993..
 JZ3537
 JZ3537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3537
 JZ3537.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3537
 JZ3537.The ellipsoidal height was determined by GPS observations
 JZ3537.and is referenced to NAD 83.
 JZ3537
 JZ3537.The geoid height was determined by GEOID03.
 JZ3537
 JZ3537.The dynamic height is computed by dividing the NAVD 88
 JZ3537.geopotential number by the normal gravity value computed on the
 JZ3537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3537.degrees latitude (g = 980.6199 gals.).
 JZ3537
 JZ3537.The modeled gravity was interpolated from observed gravity values.
 JZ3537
 JZ3537;                    North         East     Units Scale Factor Converg.
 JZ3537;SPC OH S     -   125,916.040   422,029.406   MT  0.99994682   -1 18 21.3
 JZ3537;SPC KY1Z     - 1,309,509.200 1,603,091.729   MT  1.00013935   +0 43 54.4
 JZ3537;SPC KY1Z     - 4,296,281.43  5,259,476.78   sFT  1.00013935   +0 43 54.4
 JZ3537;SPC KY N     -   179,421.230   473,352.305   MT  1.00002611   -0 11 30.0
 JZ3537;SPC KY N     -   588,651.15  1,552,990.02   sFT  1.00002611   -0 11 30.0
 JZ3537;UTM  16      - 4,332,485.635   711,114.884   MT  1.00014882   +1 32 28.1
 JZ3537
 JZ3537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3537!SPC OH S     -   0.99996634  x   0.99994682  =   0.99991316
 JZ3537!SPC KY1Z     -   0.99996634  x   1.00013935  =   1.00010568
 JZ3537!SPC KY N     -   0.99996634  x   1.00002611  =   0.99999245
 JZ3537!UTM  16      -   0.99996634  x   1.00014882  =   1.00011515
 JZ3537
 JZ3537|---------------------------------------------------------------------|
 JZ3537| PID    Reference Object                     Distance      Geod. Az  |
 JZ3537|                                                           dddmmss.s |
 JZ3537| JZ3548 6979                                162.432 METERS 30323     |
 JZ3537|---------------------------------------------------------------------|
 JZ3537
 JZ3537                          SUPERSEDED SURVEY CONTROL
 JZ3537
 JZ3537  ELLIP H (04/01/98)  214.62   (m)                       GP(       ) 4 1
 JZ3537  NAD 83(1995)-  39 06 57.51242(N)    084 33 29.21204(W) AD(       ) 1
 JZ3537  NAD 83(1986)-  39 06 57.51036(N)    084 33 29.21534(W) AD(       ) 1
 JZ3537  NGVD 29 (08/25/92)  248.881  (m)          816.54   (f) ADJUSTED    2 2
 JZ3537
 JZ3537.Superseded values are not recommended for survey control.
 JZ3537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3537.See file dsdata.txt to determine how the superseded data were derived.
 JZ3537
 JZ3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1111532486(NAD 83)
 JZ3537_MARKER: DE = TRAVERSE STATION DISK
 JZ3537_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3537_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3537_STAMPING: 6980 89
 JZ3537_MARK LOGO: OH1610
 JZ3537_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3537+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1991
 JZ3537
 JZ3537  HISTORY     - Date     Condition        Report By
 JZ3537  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3537  HISTORY     - 19911111 GOOD             WOOLPT
 JZ3537  HISTORY     - 20040124 POOR             GEOCAC
 JZ3537
 JZ3537                          STATION DESCRIPTION
 JZ3537
 JZ3537'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3537'STATION IS LOCATED AT ROBERTS JUNIOR HIGH SCHOOL ON GRAND AVENUE, TWO
 JZ3537'BLOCKS NORTH OF GLENWAY AVENUE, IN CINCINNATI, OHIO. TO REACH FROM
 JZ3537'THE FEDERAL BUILDINGAT THE CORNER OF FIFTH AND MAIN STREETS IN
 JZ3537'DOWNTOWN CINCINNATI.  GO NORTH ON MAIN STREET 0.10 MI (0.16 KM) TO
 JZ3537'SIXTH STREET, TURN LEFT ON SIXTH TO THE SIXTH STREET EXPRESSWAY FOR
 JZ3537'2.10 MI (3.38 KM) TO EVANS AVENUE. TURN RIGHT ON EVANS FOR 0.20 MI
 JZ3537'(0.32 KM) TO THE EIGHTH STREET VIADUCT. TURN LEFT ON EIGHTH STREET
 JZ3537'VIADUCT WHICH TURNS INTO GLENWAY AVENUE FOR 1.00 MI (1.61 KM) TO
 JZ3537'GRAND AVENUE, TURN RIGHT ON GRAND FOR 0.30 MI (0.48 KM) ROBERTS J.H
 JZ3537'WILL BE ON THE RIGHT SIDE OF GRAND. STATION IS SET FLUSH WITH THE TOP
 JZ3537'OF THE GROUND, 20.5 FT (6.2 M) NORTHWEST OF THE NORTHWEST CORNER OF
 JZ3537'THE BOTTOM STEP OF A 10 FT (3.0 M) CONCRETE SIDEWALK, 3.7 FT (1.1 M)
 JZ3537'WEST OF THE WEST EDGE OF PAVEMENT OF THE CONCRETE SIDEWALK, 112.8 FT
 JZ3537'(34.4 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE PAVED PARKING LOT
 JZ3537'AND 125.2 FT (38.2 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE PAVED
 JZ3537'PARKING LOT INFRONT OF THE SCHOOL BUILDING.
 JZ3537
 JZ3537                          STATION RECOVERY (1991)
 JZ3537
 JZ3537'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3537'STATION 6980 IS LOCATED AT THE ROBERTS JR.  HIGH SCHOOL ON GRAND
 JZ3537'AVENUE, TWO BLOCKS NORTH OF GLENWAY AVENUE, IN THE SUBURB OF PRICE
 JZ3537'HILL, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED
 JZ3537'AS BEING 125.2 FT SOUTHEAST OF THE SOUTHWEST CORNER OF AN ASPHALT
 JZ3537'PARKING LOT, 112.8 FT SOUTHWEST OF THE SOUTHEAST CORNER OF SAID
 JZ3537'ASPHALT PARKING LOT, 20.5 FT NORTHWEST OF THE BOTTOM STEP ON A 10 FT
 JZ3537'WIDE CONCRETE SIDEWALK, AND 3.7 FT WEST OF THE WEST EDGE OF SAID 10
 JZ3537'FT WIDE CONCRETE SIDEWALK.
 JZ3537
 JZ3537                          STATION RECOVERY (2004)
 JZ3537
 JZ3537'RECOVERY NOTE BY GEOCACHING 2004
 JZ3537'DISK IS GONE, STEM AND CONCRETE BASE REMAIN.
 JZ3537'N 39  06.959 W 084  33.486 WGS-84
 JZ3537' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3535 ***********************************************************************
 JZ3535  DESIGNATION -  6981
 JZ3535  PID         -  JZ3535
 JZ3535  STATE/COUNTY-  OH/HAMILTON
 JZ3535  USGS QUAD   -  COVINGTON (1987)
 JZ3535
 JZ3535                         *CURRENT SURVEY CONTROL
 JZ3535  ___________________________________________________________________
 JZ3535* NAD 83(1995)-  39 05 40.96769(N)    084 34 04.78771(W)     ADJUSTED  
 JZ3535* NAVD 88     -       250.561  (meters)     822.05   (feet)  ADJUSTED  
 JZ3535  ___________________________________________________________________
 JZ3535  X           -     469,239.183 (meters)                     COMP
 JZ3535  Y           -  -4,934,611.321 (meters)                     COMP
 JZ3535  Z           -   4,000,619.499 (meters)                     COMP
 JZ3535  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 JZ3535  ELLIP HEIGHT-         216.42  (meters)          (10/07/05) GPS OBS
 JZ3535  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3535  DYNAMIC HT  -         250.404 (meters)     821.53  (feet)  COMP
 JZ3535  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JZ3535
 JZ3535  HORZ ORDER  -  FIRST
 JZ3535  VERT ORDER  -  SECOND    CLASS II
 JZ3535  ELLP ORDER  -  FOURTH    CLASS I
 JZ3535
 JZ3535.The horizontal coordinates were established by GPS observations
 JZ3535.and adjusted by the National Geodetic Survey in April 1998..
 JZ3535
 JZ3535.The orthometric height was determined by differential leveling
 JZ3535.and adjusted by the National Geodetic Survey in March 1993..
 JZ3535
 JZ3535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3535
 JZ3535.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3535
 JZ3535.The ellipsoidal height was determined by GPS observations
 JZ3535.and is referenced to NAD 83.
 JZ3535
 JZ3535.The geoid height was determined by GEOID03.
 JZ3535
 JZ3535.The dynamic height is computed by dividing the NAVD 88
 JZ3535.geopotential number by the normal gravity value computed on the
 JZ3535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3535.degrees latitude (g = 980.6199 gals.).
 JZ3535
 JZ3535.The modeled gravity was interpolated from observed gravity values.
 JZ3535
 JZ3535;                    North         East     Units Scale Factor Converg.
 JZ3535;SPC OH S     -   123,576.011   421,120.801   MT  0.99994862   -1 18 43.9
 JZ3535;SPC KY1Z     - 1,307,137.897 1,602,266.752   MT  1.00013135   +0 43 32.5
 JZ3535;SPC KY1Z     - 4,288,501.58  5,256,770.17   sFT  1.00013135   +0 43 32.5
 JZ3535;SPC KY N     -   177,063.794   472,489.313   MT  1.00002198   -0 11 52.1
 JZ3535;SPC KY N     -   580,916.80  1,550,158.69   sFT  1.00002198   -0 11 52.1
 JZ3535;UTM  16      - 4,330,102.895   710,323.459   MT  1.00014472   +1 32 03.1
 JZ3535
 JZ3535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3535!SPC OH S     -   0.99996605  x   0.99994862  =   0.99991467
 JZ3535!SPC KY1Z     -   0.99996605  x   1.00013135  =   1.00009739
 JZ3535!SPC KY N     -   0.99996605  x   1.00002198  =   0.99998803
 JZ3535!UTM  16      -   0.99996605  x   1.00014472  =   1.00011076
 JZ3535
 JZ3535|---------------------------------------------------------------------|
 JZ3535| PID    Reference Object                     Distance      Geod. Az  |
 JZ3535|                                                           dddmmss.s |
 JZ3535| JZ3534 7024                                357.586 METERS 11857     |
 JZ3535|---------------------------------------------------------------------|
 JZ3535
 JZ3535                          SUPERSEDED SURVEY CONTROL
 JZ3535
 JZ3535  ELLIP H (04/01/98)  216.48   (m)                       GP(       ) 4 1
 JZ3535  NAD 83(1995)-  39 05 40.97426(N)    084 34 04.79483(W) AD(       ) 1
 JZ3535  NAD 83(1986)-  39 05 40.97220(N)    084 34 04.79813(W) AD(       ) 1
 JZ3535  NGVD 29 (08/25/92)  250.743  (m)          822.65   (f) ADJUSTED    2 2
 JZ3535
 JZ3535.Superseded values are not recommended for survey control.
 JZ3535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3535.See file dsdata.txt to determine how the superseded data were derived.
 JZ3535
 JZ3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1032330103(NAD 83)
 JZ3535_MARKER: DE = TRAVERSE STATION DISK
 JZ3535_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3535_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3535_STAMPING: 6981 89
 JZ3535_MARK LOGO: OH1610
 JZ3535_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JZ3535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3535+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1991
 JZ3535
 JZ3535  HISTORY     - Date     Condition        Report By
 JZ3535  HISTORY     - 1989     MONUMENTED       OH1610
 JZ3535  HISTORY     - 19911113 GOOD             WOOLPT
 JZ3535  HISTORY     - 20041204 GOOD             GEOCAC
 JZ3535
 JZ3535                          STATION DESCRIPTION
 JZ3535
 JZ3535'DESCRIBED BY CITY OF CINCINNATI OHIO 1989
 JZ3535'STATION IS LOCATED AT MT. ECHO PARK ON ELBERON AVENUE, ONE BLOCK NORTH
 JZ3535'OF PURCELL AVENUE, IN CINCINNATI, OHIO. TO REACH FROM THE FEDERAL
 JZ3535'BUILDING AT THE CORNER OF FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3535'CINCINNATI. GO NORTH ON MAIN STREET FOR 0.10 MI (0.16 KM) TO SIXTH
 JZ3535'STREET, TURN LEFT ON SIXTH TO TO THE SIXTH STREET EXPRESSWAY FOR 2.50
 JZ3535'MI (4.02 KM) TO MARYLAND AVENUE, TURN RIGHT ON MARYLAND FOR 0.10 MI
 JZ3535'(0.16 KM) TO ELBERION AVENUE, TURN LEFT ON ELBERION FOR 0.40 MI, MT.
 JZ3535'ECHO PARK IS LOCATED ON THE RIGHT SIDE OF ELBERION. STATION IS SET
 JZ3535'FLUSH WITH THE TOP OF THE GROUND 2.02 FT (0.62 M) SOUTHWEST OF A
 JZ3535'TELEPHONE MANHOLE, 92.00 FT (28.04 M) SOUTH OF THE SOUTHEAST CORNER
 JZ3535'OF A 12.0 FT (3.7 M) CHAINLINK FENCE AROUND THE TENNIS COURTS, 29.50
 JZ3535'FT (8.99 M) NORTHEAST OF THE WEST END OF A CHAINLINK BALLFIELD
 JZ3535'BACKSTOP FENCE.
 JZ3535
 JZ3535                          STATION RECOVERY (1991)
 JZ3535
 JZ3535'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3535'STATION 6981 IS LOCATED IN MT.  ECHO PARK ON ELBERON AVENUE, ONE
 JZ3535'BLOCK NORTH OF PURCELL AVENUE, IN THE SUBURB OF PRICE HILL, IN
 JZ3535'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCIBED AS BEING
 JZ3535'92.0 FT SOUTHEAST OF THE SOUTHEAST CORNER OF FENCED IN TENNIS COURTS,
 JZ3535'29.5 FT NORTHEAST OF THE WEST END OF A CHAIN LINK BACKSTOP AND 20.2
 JZ3535'FT SOUTHWEST OF A TELEPHONE MANHOLE.
 JZ3535
 JZ3535                          STATION RECOVERY (2004)
 JZ3535
 JZ3535'RECOVERY NOTE BY GEOCACHING 2004
 JZ3535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3476 ***********************************************************************
 JZ3476  DESIGNATION -  6983
 JZ3476  PID         -  JZ3476
 JZ3476  STATE/COUNTY-  OH/HAMILTON
 JZ3476  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3476
 JZ3476                         *CURRENT SURVEY CONTROL
 JZ3476  ___________________________________________________________________
 JZ3476* NAD 83(1986)-  39 09 55.     (N)    084 24 52.     (W)     SCALED    
 JZ3476* NAVD 88     -       183.396  (meters)     601.69   (feet)  ADJUSTED  
 JZ3476  ___________________________________________________________________
 JZ3476  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3476  DYNAMIC HT  -         183.279 (meters)     601.31  (feet)  COMP
 JZ3476  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 JZ3476
 JZ3476  VERT ORDER  -  SECOND    CLASS II
 JZ3476
 JZ3476.The horizontal coordinates were scaled from a topographic map and have
 JZ3476.an estimated accuracy of +/- 6 seconds.
 JZ3476
 JZ3476.The orthometric height was determined by differential leveling
 JZ3476.and adjusted by the National Geodetic Survey in March 1993..
 JZ3476
 JZ3476.The geoid height was determined by GEOID03.
 JZ3476
 JZ3476.The dynamic height is computed by dividing the NAVD 88
 JZ3476.geopotential number by the normal gravity value computed on the
 JZ3476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3476.degrees latitude (g = 980.6199 gals.).
 JZ3476
 JZ3476.The modeled gravity was interpolated from observed gravity values.
 JZ3476
 JZ3476;                    North         East    Units  Estimated Accuracy
 JZ3476;SPC OH S     -   131,120.      434,570.      MT  (+/- 180 meters Scaled)
 JZ3476
 JZ3476                          SUPERSEDED SURVEY CONTROL
 JZ3476
 JZ3476  NGVD 29 (06/03/91)  183.569  (m)          602.26   (f) ADJUSTED    2 2
 JZ3476
 JZ3476.Superseded values are not recommended for survey control.
 JZ3476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3476.See file dsdata.txt to determine how the superseded data were derived.
 JZ3476
 JZ3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ233383(NAD 83)
 JZ3476_MARKER: DB = BENCH MARK DISK
 JZ3476_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ3476_SP_SET: BASE OF FLAGPOLE
 JZ3476_STAMPING: 6983 90
 JZ3476_MARK LOGO: OH1610
 JZ3476_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3476+STABILITY: SURFACE MOTION
 JZ3476
 JZ3476  HISTORY     - Date     Condition        Report By
 JZ3476  HISTORY     - 1990     MONUMENTED       OH1610
 JZ3476
 JZ3476                          STATION DESCRIPTION
 JZ3476
 JZ3476'DESCRIBED BY CITY OF CINCINNATI OHIO 1990
 JZ3476'STATION IS LOCATED AT PIONEER VOCATIONAL SCHOOL ON THE NORTHWEST
 JZ3476'CORNER OF EASTWOOD DRIVE AND DUCK CREEK ROAD IN CINCINNATI, OHIO.
 JZ3476'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3476'DOWNTOWN CINCINNATI, GO 0.40 MI (0.64 KM) EAST ON FIFTH TO I-71 NORTH,
 JZ3476'GO NORTH 7.30 MI (11.75 KM) TO EXIT 8 AT RIDGE ROAD, GO SOUTH 0.3 MI
 JZ3476'(0.5 KM) TO MADISON ROAD, GO NORTHEAST 0.50 MI (0.80 KM) TO OAKLAWN
 JZ3476'ROAD, GO NORTH 0.25 MI (0.40 KM) TO DUCK CREEK ROAD, GO EAST 0.35 MI
 JZ3476'(0.56 KM) TO PIONEER SCHOOL ON THE LEFT.
 JZ3476'STATION IS SET IN THE BASE OF A FLAGPOLE DIRECTLY IN FRONT OF THE
 JZ3476'SCHOOL BUILDING AND 19.9 FT (6.1 M) NORTH OF THE NORTH CURB OF DUCK
 JZ3476'CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3462 ***********************************************************************
 JZ3462  DESIGNATION -  6984
 JZ3462  PID         -  JZ3462
 JZ3462  STATE/COUNTY-  OH/HAMILTON
 JZ3462  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3462
 JZ3462                         *CURRENT SURVEY CONTROL
 JZ3462  ___________________________________________________________________
 JZ3462* NAD 83(1986)-  39 10 17.     (N)    084 27 17.     (W)     SCALED    
 JZ3462* NAVD 88     -       202.755  (meters)     665.21   (feet)  ADJUSTED  
 JZ3462  ___________________________________________________________________
 JZ3462  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3462  DYNAMIC HT  -         202.627 (meters)     664.79  (feet)  COMP
 JZ3462  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JZ3462
 JZ3462  VERT ORDER  -  SECOND    CLASS II
 JZ3462
 JZ3462.The horizontal coordinates were scaled from a topographic map and have
 JZ3462.an estimated accuracy of +/- 6 seconds.
 JZ3462
 JZ3462.The orthometric height was determined by differential leveling
 JZ3462.and adjusted by the National Geodetic Survey in March 1993..
 JZ3462
 JZ3462.The geoid height was determined by GEOID03.
 JZ3462
 JZ3462.The dynamic height is computed by dividing the NAVD 88
 JZ3462.geopotential number by the normal gravity value computed on the
 JZ3462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3462.degrees latitude (g = 980.6199 gals.).
 JZ3462
 JZ3462.The modeled gravity was interpolated from observed gravity values.
 JZ3462
 JZ3462;                    North         East    Units  Estimated Accuracy
 JZ3462;SPC OH S     -   131,870.      431,100.      MT  (+/- 180 meters Scaled)
 JZ3462
 JZ3462                          SUPERSEDED SURVEY CONTROL
 JZ3462
 JZ3462  NGVD 29 (06/03/91)  202.936  (m)          665.80   (f) ADJUSTED    2 2
 JZ3462
 JZ3462.Superseded values are not recommended for survey control.
 JZ3462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3462.See file dsdata.txt to determine how the superseded data were derived.
 JZ3462
 JZ3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ198388(NAD 83)
 JZ3462_MARKER: DB = BENCH MARK DISK
 JZ3462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ3462_SP_SET: TOP OF CONCRETE WALL
 JZ3462_STAMPING: 6984
 JZ3462_MARK LOGO: OH1610
 JZ3462_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3462
 JZ3462  HISTORY     - Date     Condition        Report By
 JZ3462  HISTORY     - 1990     MONUMENTED       OH1610
 JZ3462  HISTORY     - 20060607 GOOD             GEOCAC
 JZ3462
 JZ3462                          STATION DESCRIPTION
 JZ3462
 JZ3462'DESCRIBED BY CITY OF CINCINNATI OHIO 1990
 JZ3462'STATION IS LOCATED AT NORWOOD VIEW PUBLIC SCHOOL.  TO REACH FROM THE
 JZ3462'FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN CINCINNATI, GO
 JZ3462'EAST ON FIFTH STREET 0.20 MI (0.32 KM) AND TURN LEFT ON BROADWAY AND
 JZ3462'HEAD NORTH FOR 0.40 MI (0.64 KM) TO READING ROAD.  TURN RIGHT ON
 JZ3462'READING AND GO NORTHEAST 4.8 MI (7.7 KM) TO TENNESSEE AVENUE (ROSS
 JZ3462'AVENUE).  TURN RIGHT ON TENNESSEE AVENUE (TURNS INTO ROSS AVE.) AND
 JZ3462'GO EAST 0.9 MI (1.4 KM) TO CARTHAGE AVENUE, TURN LEFT AND GO NORTH
 JZ3462'0.3 MI (0.5 KM) TO THE SCHOOL ON THE RIGHT.  THE STATION IS IN THE
 JZ3462'NORTHEAST CORNER OF CARTHAGE AVENUE AND HANNAFORD AVENUE IN THE FRONT
 JZ3462'STEPS TO THE ENTRANCE TO THE SCHOOL. THE MARK IS IN THE SOUTH
 JZ3462'CONCRETE WALL AT THE STEPS.
 JZ3462
 JZ3462                          STATION RECOVERY (2006)
 JZ3462
 JZ3462'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3462'MARK FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3467 ***********************************************************************
 JZ3467  DESIGNATION -  6985
 JZ3467  PID         -  JZ3467
 JZ3467  STATE/COUNTY-  OH/HAMILTON
 JZ3467  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3467
 JZ3467                         *CURRENT SURVEY CONTROL
 JZ3467  ___________________________________________________________________
 JZ3467* NAD 83(1986)-  39 08 25.     (N)    084 29 53.     (W)     SCALED    
 JZ3467* NAVD 88     -       230.484  (meters)     756.18   (feet)  ADJUSTED  
 JZ3467  ___________________________________________________________________
 JZ3467  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3467  DYNAMIC HT  -         230.340 (meters)     755.71  (feet)  COMP
 JZ3467  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 JZ3467
 JZ3467  VERT ORDER  -  SECOND    CLASS II
 JZ3467
 JZ3467.The horizontal coordinates were scaled from a topographic map and have
 JZ3467.an estimated accuracy of +/- 6 seconds.
 JZ3467
 JZ3467.The orthometric height was determined by differential leveling
 JZ3467.and adjusted by the National Geodetic Survey in March 1993..
 JZ3467
 JZ3467.The geoid height was determined by GEOID03.
 JZ3467
 JZ3467.The dynamic height is computed by dividing the NAVD 88
 JZ3467.geopotential number by the normal gravity value computed on the
 JZ3467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3467.degrees latitude (g = 980.6199 gals.).
 JZ3467
 JZ3467.The modeled gravity was interpolated from observed gravity values.
 JZ3467
 JZ3467;                    North         East    Units  Estimated Accuracy
 JZ3467;SPC OH S     -   128,500.      427,280.      MT  (+/- 180 meters Scaled)
 JZ3467
 JZ3467                          SUPERSEDED SURVEY CONTROL
 JZ3467
 JZ3467  NGVD 29 (06/03/91)  230.667  (m)          756.78   (f) ADJUSTED    2 2
 JZ3467
 JZ3467.Superseded values are not recommended for survey control.
 JZ3467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3467.See file dsdata.txt to determine how the superseded data were derived.
 JZ3467
 JZ3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ162353(NAD 83)
 JZ3467_MARKER: DB = BENCH MARK DISK
 JZ3467_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ3467_SP_SET: CONCRETE BASE OF WATER FOUNTAI
 JZ3467_STAMPING: 6985
 JZ3467_MARK LOGO: OH1610
 JZ3467_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3467+STABILITY: SURFACE MOTION
 JZ3467
 JZ3467  HISTORY     - Date     Condition        Report By
 JZ3467  HISTORY     - 1990     MONUMENTED       OH1610
 JZ3467
 JZ3467                          STATION DESCRIPTION
 JZ3467
 JZ3467'DESCRIBED BY CITY OF CINCINNATI OHIO 1990
 JZ3467'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3467'DOWNTOWN CINCINNATI, GO NORTH OF MAIN STREET 0.60 MI (0.97 KM) AND
 JZ3467'THEN WEST ON LIBERTY STREET 0.20 MI (0.32 KM) AND TURN RIGHT ONTO
 JZ3467'VINE STREET AND PROCEED NORTH FOR 1.20 MI (1.93 KM) AND TURN RIGHT ON
 JZ3467'MARTIN LUTHER KING AND GO EAST FOR 0.40 MI (0.64 KM) TO HIGHLAND
 JZ3467'AVENUE.  GO NORTH ON HIGHLAND AVENUE FOR 0.60 MI (0.97 KM) TO MELISH
 JZ3467'AVENUE, TURN RIGHT ON MELISH FOR 0.20 MI (0.32 KM) TO HARVEY AVE.,
 JZ3467'TURN LEFT AND TRAVEL NORTH 0.7 MI (1.1 KM) TO HICKORY STREET.  THE
 JZ3467'STATION IS IN THE NORTHEAST CORNER OF THE INTERSECTION.  THE MARK IS
 JZ3467'SET IN THE NORTHWEST CORNER OF A CONCRETE BASE OF A WATER FOUNTAIN
 JZ3467'AND IS 19.4 FT (5.9 M) EAST OF THE EAST CURB OF HARVEY AVENUE AND IS
 JZ3467'41.3 FT (12.6 M) NORTH OF NORTH CURB OF HICKORY STREET PRODUCED WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3469 ***********************************************************************
 JZ3469  DESIGNATION -  6986
 JZ3469  PID         -  JZ3469
 JZ3469  STATE/COUNTY-  OH/HAMILTON
 JZ3469  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3469
 JZ3469                         *CURRENT SURVEY CONTROL
 JZ3469  ___________________________________________________________________
 JZ3469* NAD 83(1986)-  39 08 48.     (N)    084 28 03.     (W)     SCALED    
 JZ3469* NAVD 88     -       216.029  (meters)     708.76   (feet)  ADJUSTED  
 JZ3469  ___________________________________________________________________
 JZ3469  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3469  DYNAMIC HT  -         215.892 (meters)     708.31  (feet)  COMP
 JZ3469  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 JZ3469
 JZ3469  VERT ORDER  -  SECOND    CLASS II
 JZ3469
 JZ3469.The horizontal coordinates were scaled from a topographic map and have
 JZ3469.an estimated accuracy of +/- 6 seconds.
 JZ3469
 JZ3469.The orthometric height was determined by differential leveling
 JZ3469.and adjusted by the National Geodetic Survey in March 1993..
 JZ3469
 JZ3469.The geoid height was determined by GEOID03.
 JZ3469
 JZ3469.The dynamic height is computed by dividing the NAVD 88
 JZ3469.geopotential number by the normal gravity value computed on the
 JZ3469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3469.degrees latitude (g = 980.6199 gals.).
 JZ3469
 JZ3469.The modeled gravity was interpolated from observed gravity values.
 JZ3469
 JZ3469;                    North         East    Units  Estimated Accuracy
 JZ3469;SPC OH S     -   129,150.      429,940.      MT  (+/- 180 meters Scaled)
 JZ3469
 JZ3469                          SUPERSEDED SURVEY CONTROL
 JZ3469
 JZ3469  NGVD 29 (06/03/91)  216.203  (m)          709.33   (f) ADJUSTED    2 2
 JZ3469
 JZ3469.Superseded values are not recommended for survey control.
 JZ3469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3469.See file dsdata.txt to determine how the superseded data were derived.
 JZ3469
 JZ3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ188361(NAD 83)
 JZ3469_MARKER: DB = BENCH MARK DISK
 JZ3469_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ3469_SP_SET: CONCRETE PAD FOR RR SIGNAL
 JZ3469_STAMPING: 6986
 JZ3469_MARK LOGO: OH1610
 JZ3469_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3469+STABILITY: SURFACE MOTION
 JZ3469
 JZ3469  HISTORY     - Date     Condition        Report By
 JZ3469  HISTORY     - 1990     MONUMENTED       OH1610
 JZ3469  HISTORY     - 20060607 GOOD             GEOCAC
 JZ3469
 JZ3469                          STATION DESCRIPTION
 JZ3469
 JZ3469'DESCRIBED BY CITY OF CINCINNATI OHIO 1990
 JZ3469'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3469'DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET 0.20 MI (0.32 KM) AND
 JZ3469'TURN LEFT ON BROADWAY FOR 0.40 MI (0.64 KM) TO READING ROAD, TURN
 JZ3469'RIGHT ON READING FOR 1.40 MI (2.25 KM) AND TURN RIGHT ON MCMILLAN
 JZ3469'STREET AND GO EAST FOR 0.90 MI (1.45 KM) TO VICTORY PARKWAY.  GO
 JZ3469'NORTH ON VICTORY PARKWAY FOR 0.50 MI (0.80 KM) AND TURN RIGHT ON TO
 JZ3469'MADISON AVENUE.  TAKE MADISON AVENUE EAST FOR 1.80 MI (2.90 KM) TO
 JZ3469'DANA AVENUE.
 JZ3469'TURN LEFT ON DANA FOR 1 MI (1.6 KM) TO MONTGOMERY ROAD, TURN RIGHT AND
 JZ3469'GO NORTH 0.05 MI (0.08 KM) TO THE NORFOLK AND SOUTHERN RAILROAD
 JZ3469'CROSSING.  STATION IS LOCATED IN THE NORTHEAST CORNER OF THE CROSSING
 JZ3469'IN THE SOUTHWEST CORNER OF A CONCRETE PAD FOR A RAILROAD SIGNAL
 JZ3469'CONTROL BOX.  THE MARK IS 27.9 FT (8.5 M) EAST OF THE EAST CURB OF
 JZ3469'MONTGOMERY ROAD AND 21.8 FT (6.6 M) NORTH OF THE MAIN TRACK OF THE
 JZ3469'RAILROAD.
 JZ3469
 JZ3469                          STATION RECOVERY (2006)
 JZ3469
 JZ3469'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3469'MARK FOUND IN GOOD CONDITION. RAILROAD TRACKS ARE BLOCKED AND NO
 JZ3469'LONGER USED. MARK LOCATION IS OVERGROWN WITH BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3459 ***********************************************************************
 JZ3459  DESIGNATION -  6987
 JZ3459  PID         -  JZ3459
 JZ3459  STATE/COUNTY-  OH/HAMILTON
 JZ3459  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3459
 JZ3459                         *CURRENT SURVEY CONTROL
 JZ3459  ___________________________________________________________________
 JZ3459* NAD 83(1986)-  39 11 07.     (N)    084 29 40.     (W)     SCALED    
 JZ3459* NAVD 88     -       156.004  (meters)     511.82   (feet)  ADJUSTED  
 JZ3459  ___________________________________________________________________
 JZ3459  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3459  DYNAMIC HT  -         155.907 (meters)     511.50  (feet)  COMP
 JZ3459  MODELED GRAV-     980,003.4   (mgal)                       NAVD 88
 JZ3459
 JZ3459  VERT ORDER  -  SECOND    CLASS II
 JZ3459
 JZ3459.The horizontal coordinates were scaled from a topographic map and have
 JZ3459.an estimated accuracy of +/- 6 seconds.
 JZ3459
 JZ3459.The orthometric height was determined by differential leveling
 JZ3459.and adjusted by the National Geodetic Survey in March 1993..
 JZ3459
 JZ3459.The geoid height was determined by GEOID03.
 JZ3459
 JZ3459.The dynamic height is computed by dividing the NAVD 88
 JZ3459.geopotential number by the normal gravity value computed on the
 JZ3459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3459.degrees latitude (g = 980.6199 gals.).
 JZ3459
 JZ3459.The modeled gravity was interpolated from observed gravity values.
 JZ3459
 JZ3459;                    North         East    Units  Estimated Accuracy
 JZ3459;SPC OH S     -   133,480.      427,700.      MT  (+/- 180 meters Scaled)
 JZ3459
 JZ3459                          SUPERSEDED SURVEY CONTROL
 JZ3459
 JZ3459  NGVD 29 (06/03/91)  156.181  (m)          512.40   (f) ADJUSTED    2 2
 JZ3459
 JZ3459.Superseded values are not recommended for survey control.
 JZ3459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3459.See file dsdata.txt to determine how the superseded data were derived.
 JZ3459
 JZ3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ164403(NAD 83)
 JZ3459_MARKER: DB = BENCH MARK DISK
 JZ3459_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ3459_SP_SET: BASE OF RR CROSSING LIGHTS
 JZ3459_STAMPING: 6987
 JZ3459_MARK LOGO: OH1610
 JZ3459_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3459+STABILITY: SURFACE MOTION
 JZ3459
 JZ3459  HISTORY     - Date     Condition        Report By
 JZ3459  HISTORY     - 1990     MONUMENTED       OH1610
 JZ3459  HISTORY     - 20060601 GOOD             GEOCAC
 JZ3459
 JZ3459                          STATION DESCRIPTION
 JZ3459
 JZ3459'DESCRIBED BY CITY OF CINCINNATI OHIO 1990
 JZ3459'TO REACH FROM THE FEDERAL BUILDING AT THE CORNER OF FIFTH AND MAIN
 JZ3459'STREETS IN DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET FOR 0.20 MI
 JZ3459'(0.32 KM) TO BROADWAY, THEN TURN LEFT AND GO NORTH 0.40 MI (0.64 KM)
 JZ3459'TO READING ROAD, TURN RIGHT ON READING AND GO NORTHEAST 3.80 MI
 JZ3459'(6.12 KM) TO PADDOCK ROAD, TURN LEFT ONTO PADDOCK AND GO 1.80 MI
 JZ3459'(2.90 KM) TO TOWNSHIP AVENUE, TURN LEFT ONTO TOWNSHIP AND GO ACROSS
 JZ3459'VINE STREET 0.95 MI (1.53 KM) TO B AND O RAILROAD CROSSING.  STATION
 JZ3459'IS IN THE NORTHEAST CORNER OF THE INTERSECTION OF THE RAILROAD AND
 JZ3459'TOWNSHIP ROAD.  THE MARK IS IN THE CONCRETE BASE OF THE RAILROAD
 JZ3459'CROSSING SIGNAL LIGHTS POLE 16 FT (4.9 M) EAST OF THE EAST RAIL OF
 JZ3459'THE TRACK AND 62.1 FT (18.9 M) WEST OF THE SOUTHWEST CORNER OF A ONE
 JZ3459'STORY CONCRETE BLOCK BUILDING AT 550 TOWNSHIP ROAD.  MCGREGOR AVENUE
 JZ3459'RUNS BETWEEN THE CONCRETE BLOCK BUILDING AND THE SIGNAL POLE.
 JZ3459
 JZ3459                          STATION RECOVERY (2006)
 JZ3459
 JZ3459'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3459'MARK IS IN GOOD CONDITION BUT HARD TO READ STAMPING/DESIGNATION. NO
 JZ3459'DAMAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3472 ***********************************************************************
 JZ3472  DESIGNATION -  6988
 JZ3472  PID         -  JZ3472
 JZ3472  STATE/COUNTY-  OH/HAMILTON
 JZ3472  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3472
 JZ3472                         *CURRENT SURVEY CONTROL
 JZ3472  ___________________________________________________________________
 JZ3472* NAD 83(1986)-  39 09 20.     (N)    084 25 32.     (W)     SCALED    
 JZ3472* NAVD 88     -       187.518  (meters)     615.22   (feet)  ADJUSTED  
 JZ3472  ___________________________________________________________________
 JZ3472  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3472  DYNAMIC HT  -         187.398 (meters)     614.82  (feet)  COMP
 JZ3472  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 JZ3472
 JZ3472  VERT ORDER  -  SECOND    CLASS II
 JZ3472
 JZ3472.The horizontal coordinates were scaled from a topographic map and have
 JZ3472.an estimated accuracy of +/- 6 seconds.
 JZ3472
 JZ3472.The orthometric height was determined by differential leveling
 JZ3472.and adjusted by the National Geodetic Survey in March 1993..
 JZ3472
 JZ3472.The geoid height was determined by GEOID03.
 JZ3472
 JZ3472.The dynamic height is computed by dividing the NAVD 88
 JZ3472.geopotential number by the normal gravity value computed on the
 JZ3472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3472.degrees latitude (g = 980.6199 gals.).
 JZ3472
 JZ3472.The modeled gravity was interpolated from observed gravity values.
 JZ3472
 JZ3472;                    North         East    Units  Estimated Accuracy
 JZ3472;SPC OH S     -   130,060.      433,580.      MT  (+/- 180 meters Scaled)
 JZ3472
 JZ3472                          SUPERSEDED SURVEY CONTROL
 JZ3472
 JZ3472  NGVD 29 (06/03/91)  187.691  (m)          615.78   (f) ADJUSTED    2 2
 JZ3472
 JZ3472.Superseded values are not recommended for survey control.
 JZ3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3472.See file dsdata.txt to determine how the superseded data were derived.
 JZ3472
 JZ3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ224371(NAD 83)
 JZ3472_MARKER: DB = BENCH MARK DISK
 JZ3472_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ3472_SP_SET: OVERPASS WINGWALL
 JZ3472_STAMPING: 6988
 JZ3472_MARK LOGO: OH1610
 JZ3472_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3472+STABILITY: SURFACE MOTION
 JZ3472
 JZ3472  HISTORY     - Date     Condition        Report By
 JZ3472  HISTORY     - 1990     MONUMENTED       OH1610
 JZ3472
 JZ3472                          STATION DESCRIPTION
 JZ3472
 JZ3472'DESCRIBED BY CITY OF CINCINNATI OHIO 1990
 JZ3472'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3472'DOWNTOWN CINCINNATI, GO EAST ON FIFTH STREET 0.20 MI (0.32 KM) AND
 JZ3472'TURN LEFT ON BROADWAY FOR 0.40 MI (0.64 KM) TO READING ROAD.  TURN
 JZ3472'RIGHT ON READING AND HEAD NORTHEAST FOR 1.40 MI (2.25 KM) TO MCMILLAN
 JZ3472'STREET.  TURN RIGHT ON MCMILLAN AND GO EAST FOR 0.90 MI (1.45 KM) TO
 JZ3472'VICTORY PARKWAY.  TURN LEFT ONTO VICTORY PARKWAY NORTH FOR 0.50 MI
 JZ3472'(0.80 KM) TO MADISON ROAD.  TURN RIGHT ONTO MADISON AVENUE AND TRAVEL
 JZ3472'NORTHEASTERLY FOR 3.40 MI (5.47 KM) TO THE B AND O RAILROAD OVERPASS.
 JZ3472'MARK IS LOCATED IN THE SOUTHEAST WINGWALL OF THE OVERPASS
 JZ3472'APPROXIMATELY 25 FT (7.6 M) ABOVE THE WEST SIDEWALK RUNNING ALONG
 JZ3472'MADISON ROAD.  THE OVERPASS IS APPROXIMATELY 1/4 MILE SOUTH OF RIDGE
 JZ3472'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3479 ***********************************************************************
 JZ3479  DESIGNATION -  6989
 JZ3479  PID         -  JZ3479
 JZ3479  STATE/COUNTY-  OH/HAMILTON
 JZ3479  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3479
 JZ3479                         *CURRENT SURVEY CONTROL
 JZ3479  ___________________________________________________________________
 JZ3479* NAD 83(1986)-  39 11 59.     (N)    084 34 00.     (W)     SCALED    
 JZ3479* NAVD 88     -       280.164  (meters)     919.17   (feet)  ADJUSTED  
 JZ3479  ___________________________________________________________________
 JZ3479  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ3479  DYNAMIC HT  -         279.992 (meters)     918.61  (feet)  COMP
 JZ3479  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 JZ3479
 JZ3479  VERT ORDER  -  SECOND    CLASS II
 JZ3479
 JZ3479.The horizontal coordinates were scaled from a topographic map and have
 JZ3479.an estimated accuracy of +/- 6 seconds.
 JZ3479
 JZ3479.The orthometric height was determined by differential leveling
 JZ3479.and adjusted by the National Geodetic Survey in March 1993..
 JZ3479
 JZ3479.The geoid height was determined by GEOID03.
 JZ3479
 JZ3479.The dynamic height is computed by dividing the NAVD 88
 JZ3479.geopotential number by the normal gravity value computed on the
 JZ3479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3479.degrees latitude (g = 980.6199 gals.).
 JZ3479
 JZ3479.The modeled gravity was interpolated from observed gravity values.
 JZ3479
 JZ3479;                    North         East    Units  Estimated Accuracy
 JZ3479;SPC OH S     -   135,230.      421,500.      MT  (+/- 180 meters Scaled)
 JZ3479
 JZ3479                          SUPERSEDED SURVEY CONTROL
 JZ3479
 JZ3479  NGVD 29 (06/03/91)  280.341  (m)          919.75   (f) ADJUSTED    2 2
 JZ3479
 JZ3479.Superseded values are not recommended for survey control.
 JZ3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3479.See file dsdata.txt to determine how the superseded data were derived.
 JZ3479
 JZ3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ101417(NAD 83)
 JZ3479_MARKER: DB = BENCH MARK DISK
 JZ3479_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ3479_SP_SET: CONCRETE TRAFFIC ISLAND
 JZ3479_STAMPING: 6989
 JZ3479_MARK LOGO: OH1610
 JZ3479_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3479
 JZ3479  HISTORY     - Date     Condition        Report By
 JZ3479  HISTORY     - 1990     MONUMENTED       OH1610
 JZ3479
 JZ3479                          STATION DESCRIPTION
 JZ3479
 JZ3479'DESCRIBED BY CITY OF CINCINNATI OHIO 1990
 JZ3479'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3479'DOWNTOWN CINCINNATI, GO NORTH 0.40 MI (0.64 KM) TO CENTRAL PARKWAY, GO
 JZ3479'WEST AND NORTH 3.80 MI (6.12 KM) TO WHERE CENTRAL PARKWAY BECOMES
 JZ3479'LUDLOW AVENUE, CONTINUE ON LUDLOW 0.10 MI (0.16 KM) TO WHERE LUDLOW
 JZ3479'AVENUE BECOMES HAMILTON AVENUE, CONTINUE NORTHERLY 3.00 MI (4.83 KM)
 JZ3479'TO NORTH BEND ROAD, GO SOUTHWESTERLY .8 MI (1.3 KM) TO THE KIPLING
 JZ3479'AVENUE CONNECTOR. STATION IS IN THE CONCRETE TRAFFIC ISLAND AT THE
 JZ3479'KIPLING AVENUE CONNECTION ON THE WEST SIDE OF NORTH BEND ROAD.  THE
 JZ3479'MARK IS 20.9 FT (6.4 M) WEST OF THE EAST NOSE OF THE ISLAND, 105 FT
 JZ3479'(32.0 M) EAST OF THE WEST NOSE OF THE ISLAND AND 7.4 FT (2.3 M) NORTH
 JZ3479'OF THE FACE OF CURB ON THE SOUTH SIDE OF THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3500 ***********************************************************************
 JZ3500  DESIGNATION -  6990
 JZ3500  PID         -  JZ3500
 JZ3500  STATE/COUNTY-  OH/HAMILTON
 JZ3500  USGS QUAD   -  COVINGTON (1987)
 JZ3500
 JZ3500                         *CURRENT SURVEY CONTROL
 JZ3500  ___________________________________________________________________
 JZ3500* NAD 83(1986)-  39 05 40.     (N)    084 33 30.     (W)     SCALED    
 JZ3500* NAVD 88     -       151.059  (meters)     495.60   (feet)  ADJUSTED  
 JZ3500  ___________________________________________________________________
 JZ3500  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3500  DYNAMIC HT  -         150.963 (meters)     495.28  (feet)  COMP
 JZ3500  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 JZ3500
 JZ3500  VERT ORDER  -  SECOND    CLASS II
 JZ3500
 JZ3500.The horizontal coordinates were scaled from a topographic map and have
 JZ3500.an estimated accuracy of +/- 6 seconds.
 JZ3500
 JZ3500.The orthometric height was determined by differential leveling
 JZ3500.and adjusted by the National Geodetic Survey in March 1993..
 JZ3500
 JZ3500.The geoid height was determined by GEOID03.
 JZ3500
 JZ3500.The dynamic height is computed by dividing the NAVD 88
 JZ3500.geopotential number by the normal gravity value computed on the
 JZ3500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3500.degrees latitude (g = 980.6199 gals.).
 JZ3500
 JZ3500.The modeled gravity was interpolated from observed gravity values.
 JZ3500
 JZ3500;                    North         East    Units  Estimated Accuracy
 JZ3500;SPC OH S     -   123,530.      421,960.      MT  (+/- 180 meters Scaled)
 JZ3500
 JZ3500                          SUPERSEDED SURVEY CONTROL
 JZ3500
 JZ3500  NGVD 29 (06/03/91)  151.233  (m)          496.17   (f) ADJUSTED    2 2
 JZ3500
 JZ3500.Superseded values are not recommended for survey control.
 JZ3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3500.See file dsdata.txt to determine how the superseded data were derived.
 JZ3500
 JZ3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ111300(NAD 83)
 JZ3500_MARKER: DB = BENCH MARK DISK
 JZ3500_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ3500_SP_SET: CONCRETE SIDEWALK
 JZ3500_STAMPING: 6990
 JZ3500_MARK LOGO: OH1610
 JZ3500_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3500
 JZ3500  HISTORY     - Date     Condition        Report By
 JZ3500  HISTORY     - 1990     MONUMENTED       OH1610
 JZ3500
 JZ3500                          STATION DESCRIPTION
 JZ3500
 JZ3500'DESCRIBED BY CITY OF CINCINNATI OHIO 1990
 JZ3500'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN IN DOWNTOWN
 JZ3500'CINCINNATI, GO NORTH ONE BLOCK TO SIXTH STREET, GO WEST ON SIXTH (AND
 JZ3500'SIXTH STREET EXPRESSWAY) 1.90 MI (3.06 KM) TO RIVER ROAD EXIT, GO
 JZ3500'SOUTHWESTERLY .3 MI (0.5 KM) TO THE STATION ON THE WESTERLY SIDE OF
 JZ3500'RIVER ROAD BETWEEN HOUSES AT 2532 AND 2534 RIVER ROAD.  THE STATION
 JZ3500'IS APPROXIMATELY .5 MI (0.8 KM) SOUTHWESTLY OF EVANS STREET. THE MARK
 JZ3500'IS LOCATED 8.8 FT (2.7 M) NORTHWESTERLY OF THE NORTHWESTERN CURB OF
 JZ3500'RIVER ROAD IT IS ADJACENT TO A STONE WALL AND IS IN A 10.9 FT (3.3 M)
 JZ3500'WIDE SIDEWALK JUST NORTHEAST OF THE POINT WHICH THE SIDEWALK NARROWS
 JZ3500'TO 5 FT (1.5 M) WIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3499 ***********************************************************************
 JZ3499  DESIGNATION -  6991
 JZ3499  PID         -  JZ3499
 JZ3499  STATE/COUNTY-  OH/HAMILTON
 JZ3499  USGS QUAD   -  COVINGTON (1987)
 JZ3499
 JZ3499                         *CURRENT SURVEY CONTROL
 JZ3499  ___________________________________________________________________
 JZ3499* NAD 83(1986)-  39 05 06.     (N)    084 34 36.     (W)     SCALED    
 JZ3499* NAVD 88     -       164.531  (meters)     539.80   (feet)  ADJUSTED  
 JZ3499  ___________________________________________________________________
 JZ3499  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3499  DYNAMIC HT  -         164.428 (meters)     539.46  (feet)  COMP
 JZ3499  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 JZ3499
 JZ3499  VERT ORDER  -  SECOND    CLASS II
 JZ3499
 JZ3499.The horizontal coordinates were scaled from a topographic map and have
 JZ3499.an estimated accuracy of +/- 6 seconds.
 JZ3499
 JZ3499.The orthometric height was determined by differential leveling
 JZ3499.and adjusted by the National Geodetic Survey in March 1993..
 JZ3499
 JZ3499.The geoid height was determined by GEOID03.
 JZ3499
 JZ3499.The dynamic height is computed by dividing the NAVD 88
 JZ3499.geopotential number by the normal gravity value computed on the
 JZ3499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3499.degrees latitude (g = 980.6199 gals.).
 JZ3499
 JZ3499.The modeled gravity was interpolated from observed gravity values.
 JZ3499
 JZ3499;                    North         East    Units  Estimated Accuracy
 JZ3499;SPC OH S     -   122,520.      420,350.      MT  (+/- 180 meters Scaled)
 JZ3499
 JZ3499                          SUPERSEDED SURVEY CONTROL
 JZ3499
 JZ3499  NGVD 29 (06/03/91)  164.703  (m)          540.36   (f) ADJUSTED    2 2
 JZ3499
 JZ3499.Superseded values are not recommended for survey control.
 JZ3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3499.See file dsdata.txt to determine how the superseded data were derived.
 JZ3499
 JZ3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ096290(NAD 83)
 JZ3499_MARKER: DB = BENCH MARK DISK
 JZ3499_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ3499_SP_SET: TOP OF CONCRETE RETAINING WALL
 JZ3499_STAMPING: 6991
 JZ3499_MARK LOGO: OH1610
 JZ3499_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3499+STABILITY: SURFACE MOTION
 JZ3499
 JZ3499  HISTORY     - Date     Condition        Report By
 JZ3499  HISTORY     - 1990     MONUMENTED       OH1610
 JZ3499  HISTORY     - 20060601 GOOD             GEOCAC
 JZ3499
 JZ3499                          STATION DESCRIPTION
 JZ3499
 JZ3499'DESCRIBED BY CITY OF CINCINNATI OHIO 1990
 JZ3499'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN IN DOWNTOWN
 JZ3499'CINCINNATI, GO NORTH ONE BLOCK TO SIXTH STREET, GO WEST ON SIXTH (AND
 JZ3499'SIXTH STREET EXPRESSWAY) 1.90 MI (3.06 KM) TO RIVER ROAD EXIT, GO
 JZ3499'WESTERLY 1 MI (1.6 KM) TO A MACADAM ENTRANCE DRIVE TO THE EPA TRAINING
 JZ3499'CENTER AT 3280 RIVER ROAD WHICH IS APPROXIMATELY .3 MI (0.5 KM) WEST
 JZ3499'OF FAIRBANKS AVENUE. THE MARK IS SET IN THE TOP OF A 12 INCH CONCRETE
 JZ3499'RETAINING WALL ON THE NORTH SIDE OF RIVER ROAD.  THE WALL IS ON THE
 JZ3499'NORTH SIDE OF A 6 FT (1.8 M) WIDE CONCRETE SIDEWALK.  THE MARK IS 10.3
 JZ3499'FT (3.1 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF RIVER ROAD AND IS
 JZ3499'9.3 FT (2.8 M) EAST OF AN ANGLE POINT IN THE WALL AS IT TURNS AND GOES
 JZ3499'NORTH.
 JZ3499
 JZ3499                          STATION RECOVERY (2006)
 JZ3499
 JZ3499'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3499'MARK FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3496 ***********************************************************************
 JZ3496  DESIGNATION -  6992
 JZ3496  PID         -  JZ3496
 JZ3496  STATE/COUNTY-  OH/HAMILTON
 JZ3496  USGS QUAD   -  COVINGTON (1987)
 JZ3496
 JZ3496                         *CURRENT SURVEY CONTROL
 JZ3496  ___________________________________________________________________
 JZ3496* NAD 83(1986)-  39 04 36.     (N)    084 36 18.     (W)     SCALED    
 JZ3496* NAVD 88     -       149.899  (meters)     491.79   (feet)  ADJUSTED  
 JZ3496  ___________________________________________________________________
 JZ3496  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3496  DYNAMIC HT  -         149.803 (meters)     491.48  (feet)  COMP
 JZ3496  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JZ3496
 JZ3496  VERT ORDER  -  SECOND    CLASS II
 JZ3496
 JZ3496.The horizontal coordinates were scaled from a topographic map and have
 JZ3496.an estimated accuracy of +/- 6 seconds.
 JZ3496
 JZ3496.The orthometric height was determined by differential leveling
 JZ3496.and adjusted by the National Geodetic Survey in March 1993..
 JZ3496
 JZ3496.The geoid height was determined by GEOID03.
 JZ3496
 JZ3496.The dynamic height is computed by dividing the NAVD 88
 JZ3496.geopotential number by the normal gravity value computed on the
 JZ3496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3496.degrees latitude (g = 980.6199 gals.).
 JZ3496
 JZ3496.The modeled gravity was interpolated from observed gravity values.
 JZ3496
 JZ3496;                    North         East    Units  Estimated Accuracy
 JZ3496;SPC OH S     -   121,650.      417,870.      MT  (+/- 180 meters Scaled)
 JZ3496
 JZ3496                          SUPERSEDED SURVEY CONTROL
 JZ3496
 JZ3496  NGVD 29 (06/03/91)  150.058  (m)          492.32   (f) ADJUSTED    2 2
 JZ3496
 JZ3496.Superseded values are not recommended for survey control.
 JZ3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3496.See file dsdata.txt to determine how the superseded data were derived.
 JZ3496
 JZ3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ071280(NAD 83)
 JZ3496_MARKER: DB = BENCH MARK DISK
 JZ3496_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ3496+WITH SETTING: PAVEMENT
 JZ3496_SP_SET: CONCRETE BASE OF RR SIGNAL POL
 JZ3496_STAMPING: 6992
 JZ3496_MARK LOGO: OH1610
 JZ3496_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3496+STABILITY: SURFACE MOTION
 JZ3496
 JZ3496  HISTORY     - Date     Condition        Report By
 JZ3496  HISTORY     - 1990     MONUMENTED       OH1610
 JZ3496
 JZ3496                          STATION DESCRIPTION
 JZ3496
 JZ3496'DESCRIBED BY CITY OF CINCINNATI OHIO 1990
 JZ3496'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN IN DOWNTOWN
 JZ3496'CINCINNATI, GO NORTH ONE BLOCK TO SIXTH STREET, GO WEST ON SIXTH (AND
 JZ3496'SIXTH STREET EXPRESSWAY) 1.90 MI (3.06 KM) TO RIVER ROAD EXIT, GO
 JZ3496'WEST 3 MI (4.8 KM) ON RIVER ROAD TO TYLER AVENUE. THE STATION IS JUST
 JZ3496'WEST OF THE INTERSECTION OF TYLER AVENUE AND RIVER ROAD AND IS SET IN
 JZ3496'THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A RAILROAD SIGNAL POLE
 JZ3496'WHICH IS LOCATED ON THE SOUTH SIDE OF RIVER ROAD OPPOSITE A HOUSE
 JZ3496'WITH AN ADDRESS OF 3926 RIVER ROAD.  THE MARK IS 20 FT (6.1 M) SOUTH
 JZ3496'OF THE SOUTH CONCRETE CURB OF RIVER ROAD AND 14.3 FT (4.4 M) NORTH OF
 JZ3496'THE NORTH GAUGE OF THE NORTH TRACK. THE MARK IS 48.6 FT (14.8 M) EAST
 JZ3496'OF THE EAST SIDE OF A CROSSING OVER THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3489 ***********************************************************************
 JZ3489  DESIGNATION -  6993
 JZ3489  PID         -  JZ3489
 JZ3489  STATE/COUNTY-  OH/HAMILTON
 JZ3489  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3489
 JZ3489                         *CURRENT SURVEY CONTROL
 JZ3489  ___________________________________________________________________
 JZ3489* NAD 83(1986)-  39 08 17.     (N)    084 32 55.     (W)     SCALED    
 JZ3489* NAVD 88     -       161.670  (meters)     530.41   (feet)  ADJUSTED  
 JZ3489  ___________________________________________________________________
 JZ3489  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3489  DYNAMIC HT  -         161.568 (meters)     530.08  (feet)  COMP
 JZ3489  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JZ3489
 JZ3489  VERT ORDER  -  SECOND    CLASS II
 JZ3489
 JZ3489.The horizontal coordinates were scaled from a topographic map and have
 JZ3489.an estimated accuracy of +/- 6 seconds.
 JZ3489
 JZ3489.The orthometric height was determined by differential leveling
 JZ3489.and adjusted by the National Geodetic Survey in March 1993..
 JZ3489
 JZ3489.The geoid height was determined by GEOID03.
 JZ3489
 JZ3489.The dynamic height is computed by dividing the NAVD 88
 JZ3489.geopotential number by the normal gravity value computed on the
 JZ3489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3489.degrees latitude (g = 980.6199 gals.).
 JZ3489
 JZ3489.The modeled gravity was interpolated from observed gravity values.
 JZ3489
 JZ3489;                    North         East    Units  Estimated Accuracy
 JZ3489;SPC OH S     -   128,350.      422,910.      MT  (+/- 180 meters Scaled)
 JZ3489
 JZ3489                          SUPERSEDED SURVEY CONTROL
 JZ3489
 JZ3489  NGVD 29 (06/03/91)  161.845  (m)          530.99   (f) ADJUSTED    2 2
 JZ3489
 JZ3489.Superseded values are not recommended for survey control.
 JZ3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3489.See file dsdata.txt to determine how the superseded data were derived.
 JZ3489
 JZ3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ118349(NAD 83)
 JZ3489_MARKER: DB = BENCH MARK DISK
 JZ3489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ3489_SP_SET: TOP OF CONCRETE WALL
 JZ3489_STAMPING: 6993
 JZ3489_MARK LOGO: OH1610
 JZ3489_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3489
 JZ3489  HISTORY     - Date     Condition        Report By
 JZ3489  HISTORY     - 1990     MONUMENTED       OH1610
 JZ3489
 JZ3489                          STATION DESCRIPTION
 JZ3489
 JZ3489'DESCRIBED BY CITY OF CINCINNATI OHIO 1990
 JZ3489'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3489'DOWNTOWN CINCINNATI, GO NORTH ON MAIN STREET FOR 0.10 MI (0.16 KM)
 JZ3489'TO SIXTH STREET, TURN LEFT ON SIXTH FOR 0.40 MI (0.64 KM) TO CENTRAL
 JZ3489'PARKWAY FOR 1.90 MI (3.06 KM) TO WESTERN HILLS VIADUCT WHICH IS ALSO
 JZ3489'HARRISON AVENUE, TURN LEFT ON WESTERN HILLS VIADUCT FOR 0.70 MI
 JZ3489'(1.13 KM) TO BEEKMAN AVENUE, TURN RIGHT ON BEEKMAN AND GO NORTH FOR 1
 JZ3489'MI (1.6 KM) TO THE HOPPLE STREET VIADUCT THE STATION IS LOCATED IN
 JZ3489'THE NORTHEAST CORNER OF THE INTERSECTION OF BEEKMAN STREET AND HOPPLE
 JZ3489'STREET.  THE MARK IS SET IN THE TOP OF A 3.5 FT (1.1 M) HIGH CONCRETE
 JZ3489'WALL WITH RAILING WHICH IS ON THE NORTH SIDE OF AN 8 FT (2.4 M) WIDE
 JZ3489'SIDEWALK.  THE MARK IS 3.2 FT (1.0 M) EAST OF THE WEST END OF THE
 JZ3489'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3487 ***********************************************************************
 JZ3487  DESIGNATION -  6994
 JZ3487  PID         -  JZ3487
 JZ3487  STATE/COUNTY-  OH/HAMILTON
 JZ3487  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3487
 JZ3487                         *CURRENT SURVEY CONTROL
 JZ3487  ___________________________________________________________________
 JZ3487* NAD 83(1986)-  39 09 30.     (N)    084 32 20.     (W)     SCALED    
 JZ3487* NAVD 88     -       149.227  (meters)     489.59   (feet)  ADJUSTED  
 JZ3487  ___________________________________________________________________
 JZ3487  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3487  DYNAMIC HT  -         149.135 (meters)     489.29  (feet)  COMP
 JZ3487  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 JZ3487
 JZ3487  VERT ORDER  -  FIRST     CLASS II
 JZ3487
 JZ3487.The horizontal coordinates were scaled from a topographic map and have
 JZ3487.an estimated accuracy of +/- 6 seconds.
 JZ3487
 JZ3487.The orthometric height was determined by differential leveling
 JZ3487.and adjusted by the National Geodetic Survey in March 1993..
 JZ3487
 JZ3487.The geoid height was determined by GEOID03.
 JZ3487
 JZ3487.The dynamic height is computed by dividing the NAVD 88
 JZ3487.geopotential number by the normal gravity value computed on the
 JZ3487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3487.degrees latitude (g = 980.6199 gals.).
 JZ3487
 JZ3487.The modeled gravity was interpolated from observed gravity values.
 JZ3487
 JZ3487;                    North         East    Units  Estimated Accuracy
 JZ3487;SPC OH S     -   130,580.      423,800.      MT  (+/- 180 meters Scaled)
 JZ3487
 JZ3487                          SUPERSEDED SURVEY CONTROL
 JZ3487
 JZ3487  NGVD 29 (08/25/92)  149.404  (m)          490.17   (f) ADJUSTED    1 2
 JZ3487
 JZ3487.Superseded values are not recommended for survey control.
 JZ3487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3487.See file dsdata.txt to determine how the superseded data were derived.
 JZ3487
 JZ3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ126372(NAD 83)
 JZ3487_MARKER: DE = TRAVERSE STATION DISK
 JZ3487_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ3487_SP_SET: FOOTING
 JZ3487_STAMPING: 6994 90
 JZ3487_MARK LOGO: OH1610
 JZ3487_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3487+STABILITY: SURFACE MOTION
 JZ3487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3487+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ3487
 JZ3487  HISTORY     - Date     Condition        Report By
 JZ3487  HISTORY     - 1990     MONUMENTED       OH1610
 JZ3487  HISTORY     - 19920130 GOOD             WOOLPT
 JZ3487  HISTORY     - 19930604 GOOD             NGS
 JZ3487
 JZ3487                          STATION DESCRIPTION
 JZ3487
 JZ3487'DESCRIBED BY CITY OF CINCINNATI OHIO 1990
 JZ3487'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3487'DOWNTOWN CINCINNATI, GO 0.10 MI (0.16 KM) NORTH ON MAIN STREET, TURN
 JZ3487'LEFT ONTO SIXTH STREET AND PROCEED WEST FOR 0.40 MI (0.64 KM) TO
 JZ3487'CENTRAL PARKWAY, TURN RIGHT ONTO CENTRAL PARKWAY AND GO NORTH FOR
 JZ3487'4.40 MI (7.08 KM) TO SPRING GROVE AVENUE, TURN RIGHT ON SPRING GROVE
 JZ3487'AND GO NORTHEAST FOR .1 MI (0.2 KM) TO DOOLEY BYPASS, GO NORTHEAST ON
 JZ3487'DOOLEY BYPASS FOR .5 MI (0.8 KM) TO LUDLOW AVENUE INTERSECTION.
 JZ3487'STATION IS ON THE SOUTH SIDE OF DOOLEY BYPASS IN THE CONCRETE BASE OF
 JZ3487'A TRAFFIC LIGHT POLE OPPOSITE LUDLOW AVENUE. THE MARK IS 5.1 FT
 JZ3487'(1.6 M) SOUTH OF THE SOUTH CONCRETE CURB ON DOOLEY BYPASS AND IS WEST
 JZ3487'OF A CONCRETE DRIVE LEADING TO A MACADAM PARKING LOT.
 JZ3487
 JZ3487                          STATION RECOVERY (1992)
 JZ3487
 JZ3487'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ3487'RECOVERED IN GOOD CONDITION.
 JZ3487
 JZ3487                          STATION RECOVERY (1993)
 JZ3487
 JZ3487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ3487'IN CUMMINSVILLE, AT THE INTERSECTION OF LUDLOW AVENUE AND WILLIAM P
 JZ3487'DOOLEY BYPASS, NEAR THE NORTHEAST CORNER OF THE CONCRETE FOOTING FOR
 JZ3487'A TRAFFIC SIGNAL, 9.0 M (29.5 FT) SOUTHEAST OF THE BYPASS CENTERLINE,
 JZ3487'6.2 M (20.3 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE AVENUE, AND
 JZ3487'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BYPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3492 ***********************************************************************
 JZ3492  DESIGNATION -  6995
 JZ3492  PID         -  JZ3492
 JZ3492  STATE/COUNTY-  OH/HAMILTON
 JZ3492  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3492
 JZ3492                         *CURRENT SURVEY CONTROL
 JZ3492  ___________________________________________________________________
 JZ3492* NAD 83(1986)-  39 08 55.     (N)    084 35 55.     (W)     SCALED    
 JZ3492* NAVD 88     -       277.689  (meters)     911.05   (feet)  ADJUSTED  
 JZ3492  ___________________________________________________________________
 JZ3492  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ3492  DYNAMIC HT  -         277.515 (meters)     910.48  (feet)  COMP
 JZ3492  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JZ3492
 JZ3492  VERT ORDER  -  SECOND    CLASS II
 JZ3492
 JZ3492.The horizontal coordinates were scaled from a topographic map and have
 JZ3492.an estimated accuracy of +/- 6 seconds.
 JZ3492
 JZ3492.The orthometric height was determined by differential leveling
 JZ3492.and adjusted by the National Geodetic Survey in March 1993..
 JZ3492
 JZ3492.The geoid height was determined by GEOID03.
 JZ3492
 JZ3492.The dynamic height is computed by dividing the NAVD 88
 JZ3492.geopotential number by the normal gravity value computed on the
 JZ3492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3492.degrees latitude (g = 980.6199 gals.).
 JZ3492
 JZ3492.The modeled gravity was interpolated from observed gravity values.
 JZ3492
 JZ3492;                    North         East    Units  Estimated Accuracy
 JZ3492;SPC OH S     -   129,620.      418,610.      MT  (+/- 180 meters Scaled)
 JZ3492
 JZ3492                          SUPERSEDED SURVEY CONTROL
 JZ3492
 JZ3492  NGVD 29 (06/03/91)  277.868  (m)          911.64   (f) ADJUSTED    2 2
 JZ3492
 JZ3492.Superseded values are not recommended for survey control.
 JZ3492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3492.See file dsdata.txt to determine how the superseded data were derived.
 JZ3492
 JZ3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ075360(NAD 83)
 JZ3492_MARKER: DB = BENCH MARK DISK
 JZ3492_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ3492_SP_SET: CONCRETE BASE OF LIGHT POLE
 JZ3492_STAMPING: 6995
 JZ3492_MARK LOGO: OH1610
 JZ3492_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3492+STABILITY: SURFACE MOTION
 JZ3492
 JZ3492  HISTORY     - Date     Condition        Report By
 JZ3492  HISTORY     - 1990     MONUMENTED       OH1610
 JZ3492  HISTORY     - 20040124 GOOD             GEOCAC
 JZ3492
 JZ3492                          STATION DESCRIPTION
 JZ3492
 JZ3492'DESCRIBED BY CITY OF CINCINNATI OHIO 1990
 JZ3492'STATION IS LOCATED AT WESTWOOD TOWN HALL. TO REACH FROM THE FEDERAL
 JZ3492'BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN CINCINNATI, GO NORTH
 JZ3492'ON MAIN STREET FOR 0.10 MI (0.16 KM) TO SIXTH STREET, TURN LEFT ON
 JZ3492'SIXTH AND GO WEST FOR 0.40 MI (0.64 KM) TO CENTRAL PARKWAY, TURN
 JZ3492'RIGHT ON CENTRAL PARKWAY AND GO NORTH FOR 1.90 MI (3.06 KM) TO
 JZ3492'WESTERN HILLS VIADUCT, THE VIADUCT IS ALSO HARRISON AVENUE, TURN LEFT
 JZ3492'ON WESTERN HILLS VIADUCT AND GO NORTHWEST FOR 6.60 MI (10.62 KM) TO
 JZ3492'MONTANA AVENUE. THE STATION IS ON THE NORTHWEST CORNER OF THE
 JZ3492'INTERSECTION OF HARRISON AVENUE AND MONTANA AVENUE.  THE MARK IS SET
 JZ3492'IN THE BASE OF A LIGHT POLE ON THE GROUNDS OF THE WESTWOOD TOWN HALL
 JZ3492'32.2 FT (9.8 M) NORTH OF THE NORTH CONCRETE CURB OF MONTANA AVENUE
 JZ3492'AND 51 FT (15.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE WESTWOOD
 JZ3492'TOWN HALL BUILDING.
 JZ3492
 JZ3492                          STATION RECOVERY (2004)
 JZ3492
 JZ3492'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ3492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3494 ***********************************************************************
 JZ3494  DESIGNATION -  6996
 JZ3494  PID         -  JZ3494
 JZ3494  STATE/COUNTY-  OH/HAMILTON
 JZ3494  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3494
 JZ3494                         *CURRENT SURVEY CONTROL
 JZ3494  ___________________________________________________________________
 JZ3494* NAD 83(1986)-  39 08 25.     (N)    084 36 00.     (W)     SCALED    
 JZ3494* NAVD 88     -       275.063  (meters)     902.44   (feet)  ADJUSTED  
 JZ3494  ___________________________________________________________________
 JZ3494  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3494  DYNAMIC HT  -         274.890 (meters)     901.87  (feet)  COMP
 JZ3494  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JZ3494
 JZ3494  VERT ORDER  -  SECOND    CLASS II
 JZ3494
 JZ3494.The horizontal coordinates were scaled from a topographic map and have
 JZ3494.an estimated accuracy of +/- 6 seconds.
 JZ3494
 JZ3494.The orthometric height was determined by differential leveling
 JZ3494.and adjusted by the National Geodetic Survey in March 1993..
 JZ3494
 JZ3494.The geoid height was determined by GEOID03.
 JZ3494
 JZ3494.The dynamic height is computed by dividing the NAVD 88
 JZ3494.geopotential number by the normal gravity value computed on the
 JZ3494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3494.degrees latitude (g = 980.6199 gals.).
 JZ3494
 JZ3494.The modeled gravity was interpolated from observed gravity values.
 JZ3494
 JZ3494;                    North         East    Units  Estimated Accuracy
 JZ3494;SPC OH S     -   128,700.      418,470.      MT  (+/- 180 meters Scaled)
 JZ3494
 JZ3494                          SUPERSEDED SURVEY CONTROL
 JZ3494
 JZ3494  NGVD 29 (06/03/91)  275.243  (m)          903.03   (f) ADJUSTED    2 2
 JZ3494
 JZ3494.Superseded values are not recommended for survey control.
 JZ3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3494.See file dsdata.txt to determine how the superseded data were derived.
 JZ3494
 JZ3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ074350(NAD 83)
 JZ3494_MARKER: DB = BENCH MARK DISK
 JZ3494_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ3494_SP_SET: CONCRETE SIDEWALK
 JZ3494_STAMPING: 6996
 JZ3494_MARK LOGO: OH1610
 JZ3494_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3494
 JZ3494  HISTORY     - Date     Condition        Report By
 JZ3494  HISTORY     - 1990     MONUMENTED       OH1610
 JZ3494  HISTORY     - 20050518 MARK NOT FOUND   LOCSUR
 JZ3494
 JZ3494                          STATION DESCRIPTION
 JZ3494
 JZ3494'DESCRIBED BY CITY OF CINCINNATI OHIO 1990
 JZ3494'TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3494'DOWNTOWN CINCINNATI, GO NORTH ON MAIN STREET FOR 0.10 MI (0.16 KM)
 JZ3494'TO SIXTH STREET, TURN LEFT ON SIXTH AND GO WEST FOR 0.40 MI (0.64 KM)
 JZ3494'TO CENTRAL PARKWAY, TURN RIGHT ON CENTRAL PARKWAY AND GO NORTH FOR
 JZ3494'1.90 MI (3.06 KM) TO WESTERN HILLS VIADUCT, THE VIADUCT IS ALSO
 JZ3494'HARRISON AVENUE, TURN LEFT ON WESTERN HILLS VIADUCT (HARRISON AVENUE)
 JZ3494'AND GO NORTHWEST FOR 6.0 MI (9.7 KM) TO WERK ROAD. GO WEST ON WERK
 JZ3494'ROAD FOR .25 MI (0.40 KM) TO FERGUSON ROAD. THE STATION IS ON THE
 JZ3494'SOUTHEAST CORNER OF THE INTERSECTION OF WERK ROAD AND FERGUSON ROAD.
 JZ3494'THE MARK IS SET IN THE CONCRETE SIDEWALK 12 FT (3.7 M) EAST OF THE
 JZ3494'EAST CURB LINE OF FERGUSON ROAD AND 12 FT (3.7 M) SOUTH OF THE SOUTH
 JZ3494'CURBLINE OF WERK ROAD.
 JZ3494
 JZ3494                          STATION RECOVERY (2005)
 JZ3494
 JZ3494'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2005 (RDH)
 JZ3494'DISC HAS BEEN UNEARTHED AND REMOVED DUE TO CONSTRUCTION.  HAMILTON
 JZ3494'COUNTY SURVEYOR'S
 JZ3494'OFFICE HAS REPORTEDLY GIVEN THE STATION DISC AWAY TO A COLLECTOR.  THE
 JZ3494'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6775 ***********************************************************************
 AI6775  DESIGNATION -  6A
 AI6775  PID         -  AI6775
 AI6775  STATE/COUNTY-  OH/CLINTON
 AI6775  USGS QUAD   -  MEMPHIS (1961)
 AI6775
 AI6775                         *CURRENT SURVEY CONTROL
 AI6775  ___________________________________________________________________
 AI6775* NAD 83(1995)-  39 22 37.90490(N)    083 35 38.32586(W)     ADJUSTED  
 AI6775* NAVD 88     -       320.0    (meters)    1050.     (feet)  GPS OBS   
 AI6775  ___________________________________________________________________
 AI6775  X           -     550,847.619 (meters)                     COMP
 AI6775  Y           -  -4,906,263.081 (meters)                     COMP
 AI6775  Z           -   4,024,956.162 (meters)                     COMP
 AI6775  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AI6775  ELLIP HEIGHT-         287.52  (meters)          (10/07/05) GPS OBS
 AI6775  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AI6775
 AI6775  HORZ ORDER  -  FIRST
 AI6775  ELLP ORDER  -  THIRD     CLASS II
 AI6775
 AI6775.The horizontal coordinates were established by GPS observations
 AI6775.and adjusted by the National Geodetic Survey in August 2000..
 AI6775
 AI6775.The orthometric height was determined by GPS observations and a
 AI6775.high-resolution geoid model.
 AI6775
 AI6775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6775
 AI6775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6775
 AI6775.The ellipsoidal height was determined by GPS observations
 AI6775.and is referenced to NAD 83.
 AI6775
 AI6775.The geoid height was determined by GEOID03.
 AI6775
 AI6775;                    North         East     Units Scale Factor Converg.
 AI6775;SPC OH S     -   153,457.879   505,746.066   MT  0.99993592   -0 41 38.9
 AI6775;UTM  17      - 4,361,845.785   276,565.197   MT  1.00021471   -1 38 46.9
 AI6775
 AI6775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6775!SPC OH S     -   0.99995489  x   0.99993592  =   0.99989082
 AI6775!UTM  17      -   0.99995489  x   1.00021471  =   1.00016959
 AI6775
 AI6775|---------------------------------------------------------------------|
 AI6775| PID    Reference Object                     Distance      Geod. Az  |
 AI6775|                                                           dddmmss.s |
 AI6775| AI6745 6                                   343.882 METERS 35648     |
 AI6775|---------------------------------------------------------------------|
 AI6775
 AI6775                          SUPERSEDED SURVEY CONTROL
 AI6775
 AI6775.No superseded survey control is available for this station.
 AI6775
 AI6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7656561846(NAD 83)
 AI6775_MARKER: DD = SURVEY DISK
 AI6775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6775_STAMPING: GPS 6A 2000
 AI6775_MARK LOGO: OH-027
 AI6775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6775+STABILITY: SURFACE MOTION
 AI6775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6775+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6775
 AI6775  HISTORY     - Date     Condition        Report By
 AI6775  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6775
 AI6775                          STATION DESCRIPTION
 AI6775
 AI6775'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6775'THE STATION IS LOCATEED APPROXIMATELY 13.0 MI (20.9 KM) EAST-SOUTHEAST
 AI6775'OF WILMINGTON, APPROXIMATELY 9.8 MI (15.8 KM) NORTH OF HILLSBORO, ADN
 AI6775'APPROXIMATELY 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF SABINA.  THE STATION
 AI6775'IS APPROXIMATELY 50 FT (15.2 M) NORTH OF THE CLINTON COUNTY/HIGHLAND
 AI6775'COUNTY LINE ON THE WEST SIDE OF OHIO STATE ROUTE 72.
 AI6775'TO REACH THE STATION FROM THE JUNCTION OF OHIO STATE ROUTE 729 AND SR
 AI6775'72 SOUTH OF SABINA, PROCEED SOUTH ON SR 72 APPORXIMATELY 4.2 MI (6.8
 AI6775'KM) TO THE STATION ON THE RIGHT.
 AI6775'THE STATION IS LOCATED APPROXIMATELY 129.2 FT (39.4 M) SOUTH OF A
 AI6775'POWER POLE, 59.1 FT (18.0 M) NORTH OF THE WESTERN POST OF THE COUNTY
 AI6775'LINE SIGN, 29.6 FT (9.0 M) WEST OF THE CENTERLINE OF SR 72, AND 23.6
 AI6775'FT (7.2 M) NORTHEAST OF THE FENCE CORNER POST.  THE STATION IS A
 AI6775'STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6775'AND STAMPED--GPS 6A 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE
 AI6775'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2436 ***********************************************************************
 AB2436  DESIGNATION -  7
 AB2436  PID         -  AB2436
 AB2436  STATE/COUNTY-  OH/ATHENS
 AB2436  USGS QUAD   -  MINERAL (1992)
 AB2436
 AB2436                         *CURRENT SURVEY CONTROL
 AB2436  ___________________________________________________________________
 AB2436* NAD 83(1995)-  39 15 53.51915(N)    082 15 24.42488(W)     ADJUSTED  
 AB2436* NAVD 88     -       216.7    (meters)     711.     (feet)  GPS OBS   
 AB2436  ___________________________________________________________________
 AB2436  X           -     666,245.618 (meters)                     COMP
 AB2436  Y           -  -4,899,822.440 (meters)                     COMP
 AB2436  Z           -   4,015,241.677 (meters)                     COMP
 AB2436  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AB2436  ELLIP HEIGHT-         182.61  (meters)          (10/07/05) GPS OBS
 AB2436  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 AB2436
 AB2436  HORZ ORDER  -  FIRST
 AB2436  ELLP ORDER  -  FOURTH    CLASS I
 AB2436
 AB2436.The horizontal coordinates were established by GPS observations
 AB2436.and adjusted by the National Geodetic Survey in April 1998..
 AB2436
 AB2436.The orthometric height was determined by GPS observations and a
 AB2436.high-resolution geoid model.
 AB2436
 AB2436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2436
 AB2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2436
 AB2436.The ellipsoidal height was determined by GPS observations
 AB2436.and is referenced to NAD 83.
 AB2436
 AB2436.The geoid height was determined by GEOID03.
 AB2436
 AB2436;                    North         East     Units Scale Factor Converg.
 AB2436;SPC OH S     -   140,444.986   620,988.766   MT  0.99993807   +0 09 15.6
 AB2436;UTM  17      - 4,346,922.434   391,577.966   MT  0.99974474   -0 47 43.8
 AB2436
 AB2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2436!SPC OH S     -   0.99997135  x   0.99993807  =   0.99990942
 AB2436!UTM  17      -   0.99997135  x   0.99974474  =   0.99971610
 AB2436
 AB2436                          SUPERSEDED SURVEY CONTROL
 AB2436
 AB2436  ELLIP H (04/01/98)  182.62   (m)                       GP(       ) 4 1
 AB2436  NAD 83(1986)-  39 15 53.52074(N)    082 15 24.42742(W) AD(       ) 1
 AB2436
 AB2436.Superseded values are not recommended for survey control.
 AB2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2436.See file dsdata.txt to determine how the superseded data were derived.
 AB2436
 AB2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9157846922(NAD 83)
 AB2436_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2436_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2436_STAMPING: 7 1995
 AB2436_MARK LOGO: ATHCE 
 AB2436_PROJECTION: FLUSH
 AB2436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2436+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2436_ROD/PIPE-DEPTH: 1    meters
 AB2436
 AB2436  HISTORY     - Date     Condition        Report By
 AB2436  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2436
 AB2436                          STATION DESCRIPTION
 AB2436
 AB2436'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2436'IN ATHENS COUNTY, OHIO, LEE TOWNSHIP, STATION IS LOCATED IN SOUTH R/W
 AB2436'OF T-10, 1.3 MI.WEST OF S.R.  681.  SET APPROXIMATELY 36 FT.SOUTH OF
 AB2436'SOUTHWEST CORNER OF A BARN ACROSS THE ROAD AND 38 FT.SOUTHWEST OF A
 AB2436'SILO THAT IS JUST EAST OF THE BARN.  STATION IS FLUSH WITH THE GROUND.
 AB2436'A STATION SKETCH IS AVAILBLE THROUGH THE ATHENS CO.  ENG. OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6883 ***********************************************************************
 AC6883  DESIGNATION -  7
 AC6883  PID         -  AC6883
 AC6883  STATE/COUNTY-  OH/BELMONT
 AC6883  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6883
 AC6883                         *CURRENT SURVEY CONTROL
 AC6883  ___________________________________________________________________
 AC6883* NAD 83(1995)-  40 04 59.23652(N)    080 54 26.98626(W)     ADJUSTED  
 AC6883* NAVD 88     -       358.0    (meters)    1175.     (feet)  GPS OBS   
 AC6883  ___________________________________________________________________
 AC6883  X           -     772,289.981 (meters)                     COMP
 AC6883  Y           -  -4,825,610.143 (meters)                     COMP
 AC6883  Z           -   4,085,260.184 (meters)                     COMP
 AC6883  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AC6883  ELLIP HEIGHT-         324.25  (meters)          (10/07/05) GPS OBS
 AC6883  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AC6883
 AC6883  HORZ ORDER  -  FIRST
 AC6883  ELLP ORDER  -  FOURTH    CLASS II
 AC6883
 AC6883.The horizontal coordinates were established by GPS observations
 AC6883.and adjusted by the National Geodetic Survey in October 2005..
 AC6883
 AC6883.The orthometric height was determined by GPS observations and a
 AC6883.high-resolution geoid model.
 AC6883
 AC6883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6883
 AC6883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6883
 AC6883.The ellipsoidal height was determined by GPS observations
 AC6883.and is referenced to NAD 83.
 AC6883
 AC6883.The geoid height was determined by GEOID03.
 AC6883
 AC6883;                    North         East     Units Scale Factor Converg.
 AC6883;SPC OH S     -   232,460.026   735,819.357   MT  1.00001023   +1 00 37.7
 AC6883;UTM  17      - 4,436,987.031   507,886.516   MT  0.99960077   +0 03 34.4
 AC6883
 AC6883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6883!SPC OH S     -   0.99994914  x   1.00001023  =   0.99995936
 AC6883!UTM  17      -   0.99994914  x   0.99960077  =   0.99954993
 AC6883
 AC6883                          SUPERSEDED SURVEY CONTROL
 AC6883
 AC6883  NAD 83(1995)-  40 04 59.22845(N)    080 54 26.98722(W) AD(       ) 1
 AC6883  NAD 83(1986)-  40 04 59.24097(N)    080 54 26.99384(W) AD(       ) 1
 AC6883
 AC6883.Superseded values are not recommended for survey control.
 AC6883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6883.See file dsdata.txt to determine how the superseded data were derived.
 AC6883
 AC6883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0788736987(NAD 83)
 AC6883_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6883_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6883_STAMPING: 7 1996
 AC6883_MARK LOGO: OH7200
 AC6883_PROJECTION: FLUSH
 AC6883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6883+STABILITY: SURFACE MOTION
 AC6883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6883+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6883_ROD/PIPE-DEPTH: 1    meters
 AC6883
 AC6883  HISTORY     - Date     Condition        Report By
 AC6883  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6883
 AC6883                          STATION DESCRIPTION
 AC6883
 AC6883'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6883'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6883'STATION IS SET IN THE EAST R/W OF MAPLE AVENUE, EAST OF ST.
 AC6883'CLAIRSVILLE ALONG MAPLE AVENUE AT THE INTERSECTION WITH FRANKLIN
 AC6883'STREET ON THE RIGHT.  AT ABOUT 36 FT.  (11.0 M) SOUTHWEST FROM THE
 AC6883'NORTHEAST CORNER OF A HOUSE, 75 FT.  (22.9 M) N.  FROM THE CENTER OF A
 AC6883'POWER POLE ON THE EAST SIDE OF MAPLE AV.  AND 13.5 FT.  (4.1 M) SOUTH
 AC6883'FROM A STOP SIGN POLE.  THE STATION IS FLUSH WITH THE GROUND. A
 AC6883'STATION SKETCH IS AVAILABLE THROUGH THE CITY OF ST.  CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6746 ***********************************************************************
 AI6746  DESIGNATION -  7
 AI6746  PID         -  AI6746
 AI6746  STATE/COUNTY-  OH/CLINTON
 AI6746  USGS QUAD   -  NEW VIENNA (1960)
 AI6746
 AI6746                         *CURRENT SURVEY CONTROL
 AI6746  ___________________________________________________________________
 AI6746* NAD 83(1995)-  39 20 22.06916(N)    083 40 15.98997(W)     ADJUSTED  
 AI6746* NAVD 88     -       353.6    (meters)    1160.     (feet)  GPS OBS   
 AI6746  ___________________________________________________________________
 AI6746  X           -     544,538.260 (meters)                     COMP
 AI6746  Y           -  -4,909,666.450 (meters)                     COMP
 AI6746  Z           -   4,021,738.258 (meters)                     COMP
 AI6746  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AI6746  ELLIP HEIGHT-         321.03  (meters)          (10/07/05) GPS OBS
 AI6746  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AI6746
 AI6746  HORZ ORDER  -  FIRST
 AI6746  ELLP ORDER  -  THIRD     CLASS II
 AI6746
 AI6746.The horizontal coordinates were established by GPS observations
 AI6746.and adjusted by the National Geodetic Survey in August 2000..
 AI6746
 AI6746.The orthometric height was determined by GPS observations and a
 AI6746.high-resolution geoid model.
 AI6746
 AI6746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6746
 AI6746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6746
 AI6746.The ellipsoidal height was determined by GPS observations
 AI6746.and is referenced to NAD 83.
 AI6746
 AI6746.The geoid height was determined by GEOID03.
 AI6746
 AI6746;                    North         East     Units Scale Factor Converg.
 AI6746;SPC OH S     -   149,352.734   499,046.908   MT  0.99993621   -0 44 35.1
 AI6746;UTM  17      - 4,357,851.272   269,796.776   MT  1.00025253   -1 41 38.4
 AI6746
 AI6746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6746!SPC OH S     -   0.99994964  x   0.99993621  =   0.99988585
 AI6746!UTM  17      -   0.99994964  x   1.00025253  =   1.00020215
 AI6746
 AI6746|---------------------------------------------------------------------|
 AI6746| PID    Reference Object                     Distance      Geod. Az  |
 AI6746|                                                           dddmmss.s |
 AI6746| AI6776 7A                                  316.019 METERS 09238     |
 AI6746|---------------------------------------------------------------------|
 AI6746
 AI6746                          SUPERSEDED SURVEY CONTROL
 AI6746
 AI6746  ELLIP H (08/02/00)  321.05   (m)                       GP(       ) 3 2
 AI6746
 AI6746.Superseded values are not recommended for survey control.
 AI6746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6746.See file dsdata.txt to determine how the superseded data were derived.
 AI6746
 AI6746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6979757851(NAD 83)
 AI6746_MARKER: DD = SURVEY DISK
 AI6746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6746_STAMPING: GPS 7 2000
 AI6746_MARK LOGO: OH-027
 AI6746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6746+STABILITY: SURFACE MOTION
 AI6746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6746+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6746
 AI6746  HISTORY     - Date     Condition        Report By
 AI6746  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6746
 AI6746                          STATION DESCRIPTION
 AI6746
 AI6746'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6746'THE STATION IS LOCATED APPROXIMATELY 11.25 MI (18.10 KM) SOUTHEAST OF
 AI6746'WILMINGTON, APPROXIMATELY 8.0 MILES (12.9 KM) NORTH-NORTHWEST OF
 AI6746'HILLSBORO, AND 2.0 MILES (3.2 KM) NORTHEAST OF NEW VIENA.  THE STATION
 AI6746'IS APPROXIMATELY 0.2 MI (0.3 KM) EAST OF THE INTERSECTION OF BERNARD
 AI6746'ROAD AND POWELL ROAD ON THE SOUTH SIDE OF POWELL ROAD NEAR THE
 AI6746'FENCELINE OF A CULTIVATED FIELD.
 AI6746'TO REACH THE STATION FROM THE JUNCTION OF OHIO STATE ROUTE 729 AND
 AI6746'OHIO STATE ROUTE 350/OHIO STATE ROUTE 73, PROCEED SOUTH ON SR350/SR73
 AI6746'APPROXIMATELY 0.4 MI (0.6 KM) TO LEEKA ROAD ON THE LEFT.  TURN LEFT
 AI6746'AND PROCEED EAST ALONG LEEKA ROAD APPROXIMATELY 2.0 MI (3.2 KM) TO THE
 AI6746'STOP SIGN AT BERNARD ROAD.  CROSS BERNARD ROAD ONTO POWELL ROAD AND
 AI6746'CONTINUE EAST APPROXIMATELY 0.2 MI (0.3 KM) TO THE STATION ON THE
 AI6746'RIGHT.
 AI6746'THE STATION IS APPROXIMATELY 161.9 FT (49.3 M) SOUTHWEST OF A SIGN ON
 AI6746'THE NORTH SIDE OF POWELL ROAD READING --STOP AHEAD--, 121.6 FT (37.1
 AI6746'M) EAST-NORTHEAST OF A POWERPOLE, 17.1 FT (5.2 M) SOUTH OF THE
 AI6746'CENTERLINE OF POWELL ROAD, AND 2.50 FT (0.76 M) NORTH OF THE FENCE.
 AI6746'THE STATION IS A STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND
 AI6746'CONCRETE MONUMENT AND STAMPED--GPS 7 2000--RECESSED 0.2 FT (6.1 CM)
 AI6746'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3244 ***********************************************************************
 MB3244  DESIGNATION -  7 CC COR 13
 MB3244  PID         -  MB3244
 MB3244  STATE/COUNTY-  OH/CUYAHOGA
 MB3244  USGS QUAD   -  WEST VIEW (1994)
 MB3244
 MB3244                         *CURRENT SURVEY CONTROL
 MB3244  ___________________________________________________________________
 MB3244* NAD 83(1995)-  41 21 04.55561(N)    081 58 15.96538(W)     ADJUSTED  
 MB3244* NAVD 88     -       239.7    (meters)     786.     (feet)  VERTCON   
 MB3244  ___________________________________________________________________
 MB3244  X           -     669,738.525 (meters)                     COMP
 MB3244  Y           -  -4,748,059.551 (meters)                     COMP
 MB3244  Z           -   4,191,922.020 (meters)                     COMP
 MB3244  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 MB3244  ELLIP HEIGHT-         205.53  (meters)          (10/07/05) GPS OBS
 MB3244  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 MB3244
 MB3244  HORZ ORDER  -  FIRST
 MB3244  ELLP ORDER  -  FOURTH    CLASS I
 MB3244
 MB3244.The horizontal coordinates were established by GPS observations
 MB3244.and adjusted by the National Geodetic Survey in April 1998..
 MB3244
 MB3244.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3244
 MB3244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3244
 MB3244.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3244
 MB3244.The ellipsoidal height was determined by GPS observations
 MB3244.and is referenced to NAD 83.
 MB3244
 MB3244.The geoid height was determined by GEOID03.
 MB3244
 MB3244;                    North         East     Units Scale Factor Converg.
 MB3244;SPC OH N     -   187,203.640   644,259.466   MT  0.99995136   +0 20 50.9
 MB3244;UTM  17      - 4,578,206.906   418,763.506   MT  0.99968122   -0 38 29.8
 MB3244
 MB3244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3244!SPC OH N     -   0.99996776  x   0.99995136  =   0.99991912
 MB3244!UTM  17      -   0.99996776  x   0.99968122  =   0.99964899
 MB3244
 MB3244                          SUPERSEDED SURVEY CONTROL
 MB3244
 MB3244  ELLIP H (04/01/98)  205.57   (m)                       GP(       ) 4 1
 MB3244  NAD 83(1995)-  41 21 04.55933(N)    081 58 15.96666(W) AD(       ) 1
 MB3244  NAD 83(1986)-  41 21 04.56542(N)    081 58 15.97086(W) AD(       ) 1
 MB3244  NGVD 29 (11/06/91)  239.9    (m)          787.     (f) GPS OBS        
 MB3244
 MB3244.Superseded values are not recommended for survey control.
 MB3244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3244.See file dsdata.txt to determine how the superseded data were derived.
 MB3244
 MB3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF1876478207(NAD 83)
 MB3244_MARKER: I = METAL ROD
 MB3244_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3244_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3244_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3244+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1990
 MB3244
 MB3244  HISTORY     - Date     Condition        Report By
 MB3244  HISTORY     - UNK      MONUMENTED
 MB3244  HISTORY     - 19900324 GOOD             AEROS
 MB3244
 MB3244                          STATION DESCRIPTION
 MB3244
 MB3244'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3244'STATION IS LOCATED AT THE CUYAHOGA AND LORAIN COUNTY LINE AT SPRAGUE
 MB3244'ROAD.
 MB3244'TO REACH FROM THE JUNCTION OF INTERSTATE 77 SOUTH AND BAGLEY ROAD, GO
 MB3244'WEST FOR 6.6 KM (4.10 MI) ON BAGLEY ROAD TO COLUMBIA ROAD.  TURN LEFT
 MB3244'AND GO SOUTH FOR 2.5 KM (1.55 MI) ON COLUMBIA ROAD TO SPRAGUE ROAD.
 MB3244'TURN RIGHT AND GO WEST FOR 5.4 KM (3.35 MI) ON SPRAGUE ROAD TO THE
 MB3244'COUNTY LINE AND THE STATION.
 MB3244'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 21.5 CM BELOW THE ROAD
 MB3244'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED 7.7 M
 MB3244'(25.3 FT) SOUTH OF THE SOUTH LEG OF THE COUNTY LINE SIGN, ON THE
 MB3244'COUNTY LINE AND ON THE CENTERLINE OF SPRAGUE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3245 ***********************************************************************
 MB3245  DESIGNATION -  7 M
 MB3245  PID         -  MB3245
 MB3245  STATE/COUNTY-  OH/CUYAHOGA
 MB3245  USGS QUAD   -  NORTH OLMSTED (1985)
 MB3245
 MB3245                         *CURRENT SURVEY CONTROL
 MB3245  ___________________________________________________________________
 MB3245* NAD 83(1995)-  41 24 25.84268(N)    081 56 36.04332(W)     ADJUSTED  
 MB3245* NAVD 88     -       237.6    (meters)     780.     (feet)  VERTCON   
 MB3245  ___________________________________________________________________
 MB3245  X           -     671,463.010 (meters)                     COMP
 MB3245  Y           -  -4,743,668.353 (meters)                     COMP
 MB3245  Z           -   4,196,580.193 (meters)                     COMP
 MB3245  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 MB3245  ELLIP HEIGHT-         203.28  (meters)          (10/07/05) GPS OBS
 MB3245  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 MB3245
 MB3245  HORZ ORDER  -  FIRST
 MB3245  ELLP ORDER  -  FOURTH    CLASS I
 MB3245
 MB3245.The horizontal coordinates were established by GPS observations
 MB3245.and adjusted by the National Geodetic Survey in April 1998..
 MB3245
 MB3245.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3245
 MB3245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3245
 MB3245.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3245
 MB3245.The ellipsoidal height was determined by GPS observations
 MB3245.and is referenced to NAD 83.
 MB3245
 MB3245.The geoid height was determined by GEOID03.
 MB3245
 MB3245;                    North         East     Units Scale Factor Converg.
 MB3245;SPC OH N     -   193,427.459   646,542.501   MT  0.99995666   +0 21 56.5
 MB3245;UTM  17      - 4,584,388.674   421,153.009   MT  0.99967651   -0 37 26.3
 MB3245
 MB3245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3245!SPC OH N     -   0.99996812  x   0.99995666  =   0.99992478
 MB3245!UTM  17      -   0.99996812  x   0.99967651  =   0.99964464
 MB3245
 MB3245                          SUPERSEDED SURVEY CONTROL
 MB3245
 MB3245  ELLIP H (04/01/98)  203.31   (m)                       GP(       ) 4 1
 MB3245  NAD 83(1995)-  41 24 25.84798(N)    081 56 36.04470(W) AD(       ) 1
 MB3245  NAD 83(1986)-  41 24 25.85228(N)    081 56 36.04895(W) AD(       ) 1
 MB3245  NGVD 29 (11/06/91)  237.8    (m)          780.     (f) GPS OBS        
 MB3245
 MB3245.Superseded values are not recommended for survey control.
 MB3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3245.See file dsdata.txt to determine how the superseded data were derived.
 MB3245
 MB3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2115384389(NAD 83)
 MB3245_MARKER: I = METAL ROD
 MB3245_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3245_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3245_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3245+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1990
 MB3245
 MB3245  HISTORY     - Date     Condition        Report By
 MB3245  HISTORY     - UNK      MONUMENTED
 MB3245  HISTORY     - 19900323 GOOD             AEROS
 MB3245
 MB3245                          STATION DESCRIPTION
 MB3245
 MB3245'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3245'THE STATION IS LOCATED IN NORTH OLMSTEAD .48 KM (0.30 MI) WEST OF
 MB3245'NORTH OLMSTEAD POST OFFICE.
 MB3245'TO REACH FROM THE JUNCTION OF INTERSTATE 90 WEST AND DOVER CENTER
 MB3245'ROAD.  GO SOUTH ON DOVER CENTER ROAD TO ITS INTERSECTION WITH LORAIN
 MB3245'ROAD. TURN RIGHT AND GO WEST FOR 1.9 KM (1.20 MI) ON LORAIN ROAD TO
 MB3245'ITS INTERSECTION WITH STEARNS ROAD AND THE STATION.
 MB3245'STATION IS A 1 CM DIAMETER IRON ROD RECESSED 27.5 CM BELOW THE ROAD
 MB3245'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3245'CENTERLINE-CENTERLINE OF THE INTERSECTION, 19.92 M (65.4 FT) SOUTHWEST
 MB3245'OF POLE.806788, 13.53 M (44.4 FT) NORTHWEST OF A FIRE HYDRANT, 13.44 M
 MB3245'(44.1 FT) SOUTH OF THE OM MONUMENT, 21.15 M (69.4 FT) SOUTHEAST OF
 MB3245'POLE.691456.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3246 ***********************************************************************
 MB3246  DESIGNATION -  7 P
 MB3246  PID         -  MB3246
 MB3246  STATE/COUNTY-  OH/CUYAHOGA
 MB3246  USGS QUAD   -  WEST VIEW (1994)
 MB3246
 MB3246                         *CURRENT SURVEY CONTROL
 MB3246  ___________________________________________________________________
 MB3246* NAD 83(1995)-  41 21 48.48719(N)    081 56 39.60325(W)     ADJUSTED  
 MB3246* NAVD 88     -       240.5    (meters)     789.     (feet)  VERTCON   
 MB3246  ___________________________________________________________________
 MB3246  X           -     671,831.225 (meters)                     COMP
 MB3246  Y           -  -4,746,860.053 (meters)                     COMP
 MB3246  Z           -   4,192,939.893 (meters)                     COMP
 MB3246  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 MB3246  ELLIP HEIGHT-         206.36  (meters)          (10/07/05) GPS OBS
 MB3246  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 MB3246
 MB3246  HORZ ORDER  -  FIRST
 MB3246  ELLP ORDER  -  FOURTH    CLASS I
 MB3246
 MB3246.The horizontal coordinates were established by GPS observations
 MB3246.and adjusted by the National Geodetic Survey in April 1998..
 MB3246
 MB3246.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3246
 MB3246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3246
 MB3246.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3246
 MB3246.The ellipsoidal height was determined by GPS observations
 MB3246.and is referenced to NAD 83.
 MB3246
 MB3246.The geoid height was determined by GEOID03.
 MB3246
 MB3246;                    North         East     Units Scale Factor Converg.
 MB3246;SPC OH N     -   188,572.774   646,490.749   MT  0.99995243   +0 21 54.2
 MB3246;UTM  17      - 4,579,536.956   421,017.475   MT  0.99967677   -0 37 26.7
 MB3246
 MB3246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3246!SPC OH N     -   0.99996763  x   0.99995243  =   0.99992006
 MB3246!UTM  17      -   0.99996763  x   0.99967677  =   0.99964441
 MB3246
 MB3246                          SUPERSEDED SURVEY CONTROL
 MB3246
 MB3246  ELLIP H (04/01/98)  206.40   (m)                       GP(       ) 4 1
 MB3246  NAD 83(1995)-  41 21 48.49133(N)    081 56 39.60436(W) AD(       ) 1
 MB3246  NAD 83(1986)-  41 21 48.49686(N)    081 56 39.60701(W) AD(       ) 1
 MB3246  NGVD 29 (11/06/91)  240.7    (m)          790.     (f) GPS OBS        
 MB3246
 MB3246.Superseded values are not recommended for survey control.
 MB3246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3246.See file dsdata.txt to determine how the superseded data were derived.
 MB3246
 MB3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2101779537(NAD 83)
 MB3246_MARKER: I = METAL ROD
 MB3246_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3246_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3246_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3246+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1990
 MB3246
 MB3246  HISTORY     - Date     Condition        Report By
 MB3246  HISTORY     - UNK      MONUMENTED
 MB3246  HISTORY     - 19900327 GOOD             AEROS
 MB3246
 MB3246                          STATION DESCRIPTION
 MB3246
 MB3246'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3246'THE STATION IS LOCATED 0.65 KM (0.40 MI) SOUTH OF INTERSTATE 480,
 MB3246'ABOUT 3.39 KM (2.10 MI) WEST OF HIGHWAY 252 IN OLMSTEAD FALLS, AT THE
 MB3246'INTERSECTION OF STEARNS AND SCHADY ROADS.
 MB3246'TO REACH FROM THE INTERSECTION OF INTERSTATE 480 AND STEARNS ROAD/EXIT
 MB3246'3,GO SOUTH FOR 4.03 KM (2.50 MI) ON STEARNS ROAD TO THE THREE WAY
 MB3246'INTERSECTION OF STEARNS AND SCHADY ROADS AND THE STATION.
 MB3246'STATION IS A 1 CM DIAMETER IRON ROD RECESSED 26 CM BELOW THE ROAD
 MB3246'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3246'CENTERLINE--CENTERLINE OF THE INTERSECTION, 2.80 M (9.2 FT) NORTH OF
 MB3246'THE SOUTH EDGE OF PAVEMENT, 10.21 M (33.5 FT) SOUTHEAST OF
 MB3246'POLE.121854.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1668 ***********************************************************************
 MC1668  DESIGNATION -  7 TWC RESET
 MC1668  PID         -  MC1668
 MC1668  STATE/COUNTY-  OH/WOOD
 MC1668  USGS QUAD   -  BOWLING GREEN SOUTH (1994)
 MC1668
 MC1668                         *CURRENT SURVEY CONTROL
 MC1668  ___________________________________________________________________
 MC1668* NAD 83(1986)-  41 15 18.     (N)    083 39 01.     (W)     SCALED    
 MC1668* NAVD 88     -       210.890  (meters)     691.89   (feet)  ADJUSTED  
 MC1668  ___________________________________________________________________
 MC1668  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 MC1668  DYNAMIC HT  -         210.798 (meters)     691.59  (feet)  COMP
 MC1668  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 MC1668
 MC1668  VERT ORDER  -  FIRST     CLASS II
 MC1668
 MC1668.The horizontal coordinates were scaled from a topographic map and have
 MC1668.an estimated accuracy of +/- 6 seconds.
 MC1668
 MC1668.The orthometric height was determined by differential leveling
 MC1668.and adjusted by the National Geodetic Survey in January 1994..
 MC1668
 MC1668.The geoid height was determined by GEOID03.
 MC1668
 MC1668.The dynamic height is computed by dividing the NAVD 88
 MC1668.geopotential number by the normal gravity value computed on the
 MC1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1668.degrees latitude (g = 980.6199 gals.).
 MC1668
 MC1668.The modeled gravity was interpolated from observed gravity values.
 MC1668
 MC1668;                    North         East    Units  Estimated Accuracy
 MC1668;SPC OH N     -   177,010.      503,600.      MT  (+/- 180 meters Scaled)
 MC1668
 MC1668                          SUPERSEDED SURVEY CONTROL
 MC1668
 MC1668.No superseded survey control is available for this station.
 MC1668
 MC1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF779704(NAD 83)
 MC1668_MARKER: DD = SURVEY DISK
 MC1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1668_SP_SET: CONCRETE POST
 MC1668_STAMPING: TT 7 TWC RESET 1960
 MC1668_MARK LOGO: USGS  
 MC1668_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1668+STABILITY: SURFACE MOTION
 MC1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1668+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1993
 MC1668
 MC1668  HISTORY     - Date     Condition        Report By
 MC1668  HISTORY     - 1960     MONUMENTED       USGS
 MC1668  HISTORY     - 19930716 GOOD             NGS
 MC1668
 MC1668                          STATION DESCRIPTION
 MC1668
 MC1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1668'13.0 KM (8.05 MI) SOUTHERLY ALONG STATE HIGHWAY 25 FROM THE POST
 MC1668'OFFICE IN BOWLING GREEN, 122.5 M (401.9 FT) NORTH OF THE CENTER OF
 MC1668'JERRY CITY ROAD, 30.2 M (99.1 FT) SOUTH OF A UTILITY POLE, 9.5 M
 MC1668'(31.2 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 MC1668'HIGHWAY, 8.7 M (28.5 FT) NORTH OF UTILITY POLE NUMBER 6769 0, 0.5 M
 MC1668'(1.6 FT) EAST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 MC1668'HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 MC1668'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0999 ***********************************************************************
 MB0999  DESIGNATION -  700
 MB0999  PID         -  MB0999
 MB0999  STATE/COUNTY-  OH/ASHTABULA
 MB0999  USGS QUAD   -  ASHTABULA SOUTH (1970)
 MB0999
 MB0999                         *CURRENT SURVEY CONTROL
 MB0999  ___________________________________________________________________
 MB0999* NAD 83(1986)-  41 52 02.     (N)    080 46 54.     (W)     SCALED    
 MB0999* NAVD 88     -       212.891  (meters)     698.46   (feet)  POSTED    
 MB0999  ___________________________________________________________________
 MB0999  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 MB0999  DYNAMIC HT  -         212.810 (meters)     698.19  (feet)  COMP
 MB0999  MODELED GRAV-     980,257.4   (mgal)                       NAVD 88
 MB0999
 MB0999  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MB0999
 MB0999.The horizontal coordinates were scaled from a topographic map and have
 MB0999.an estimated accuracy of +/- 6 seconds.
 MB0999
 MB0999.The orthometric height was determined by differential leveling
 MB0999.and adjusted by the National Geodetic Survey in 1992..
 MB0999.No vertical observational check was made to the station.
 MB0999.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MB0999.was located on a no-check spur therefore a value was not computed.
 MB0999
 MB0999.The geoid height was determined by GEOID03.
 MB0999
 MB0999.The dynamic height is computed by dividing the NAVD 88
 MB0999.geopotential number by the normal gravity value computed on the
 MB0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0999.degrees latitude (g = 980.6199 gals.).
 MB0999
 MB0999.The modeled gravity was interpolated from observed gravity values.
 MB0999
 MB0999;                    North         East    Units  Estimated Accuracy
 MB0999;SPC OH N     -   245,780.      742,660.      MT  (+/- 180 meters Scaled)
 MB0999
 MB0999                          SUPERSEDED SURVEY CONTROL
 MB0999
 MB0999  NGVD 29 (??/??/92)  213.15   (m)          699.3    (f) COMPUTED    1 2
 MB0999
 MB0999.Superseded values are not recommended for survey control.
 MB0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0999.See file dsdata.txt to determine how the superseded data were derived.
 MB0999
 MB0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG181350(NAD 83)
 MB0999_MARKER: DD = SURVEY DISK
 MB0999_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0999_SP_SET: STEP
 MB0999_STAMPING: 700
 MB0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0999
 MB0999  HISTORY     - Date     Condition        Report By
 MB0999  HISTORY     - 1900     MONUMENTED       USGS
 MB0999  HISTORY     - 1934     GOOD             NGS
 MB0999  HISTORY     - 1981     MARK NOT FOUND   NGS
 MB0999  HISTORY     - 19931013 MARK NOT FOUND   OHDT
 MB0999  HISTORY     - 19960707 MARK NOT FOUND   USPSQD
 MB0999
 MB0999                          STATION DESCRIPTION
 MB0999
 MB0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MB0999'AT ASHTABULA.
 MB0999'AT ASHTABULA, ASHTABULA COUNTY, ON THE SOUTHWEST SIDE OF
 MB0999'FORTY-FOURTH STREET, 57 YARDS NORTHWEST OF MAIN STREET, AT THE
 MB0999'SOUTHEAST ENTRANCE TO THE CITY HALL, AND IN THE TOP OF THE NORTH
 MB0999'CORNER OF THE TOP STEP.  A UNITED STATES GEOLOGICAL SURVEY
 MB0999'STANDARD DISK, STAMPED 700.
 MB0999
 MB0999                          STATION RECOVERY (1981)
 MB0999
 MB0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB0999'NOT RECOVERED, THE BUILDING HAS BEEN TORN DOWN.  CONSIDERED DESTROYED.
 MB0999
 MB0999                          STATION RECOVERY (1993)
 MB0999
 MB0999'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0999'MARK NOT FOUND.
 MB0999
 MB0999                          STATION RECOVERY (1996)
 MB0999
 MB0999'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3542 ***********************************************************************
 JZ3542  DESIGNATION -  7001
 JZ3542  PID         -  JZ3542
 JZ3542  STATE/COUNTY-  OH/HAMILTON
 JZ3542  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3542
 JZ3542                         *CURRENT SURVEY CONTROL
 JZ3542  ___________________________________________________________________
 JZ3542* NAD 83(1995)-  39 07 58.67560(N)    084 24 38.45444(W)     ADJUSTED  
 JZ3542* NAVD 88     -       240.8    (meters)     790.     (feet)  VERTCON   
 JZ3542  ___________________________________________________________________
 JZ3542  X           -     482,524.492 (meters)                     COMP
 JZ3542  Y           -  -4,930,630.442 (meters)                     COMP
 JZ3542  Z           -   4,003,908.455 (meters)                     COMP
 JZ3542  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 JZ3542  ELLIP HEIGHT-         206.72  (meters)          (10/07/05) GPS OBS
 JZ3542  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3542
 JZ3542  HORZ ORDER  -  FIRST
 JZ3542  ELLP ORDER  -  FOURTH    CLASS I
 JZ3542
 JZ3542.The horizontal coordinates were established by GPS observations
 JZ3542.and adjusted by the National Geodetic Survey in April 1998..
 JZ3542
 JZ3542.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3542
 JZ3542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3542
 JZ3542.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3542
 JZ3542.The ellipsoidal height was determined by GPS observations
 JZ3542.and is referenced to NAD 83.
 JZ3542
 JZ3542.The geoid height was determined by GEOID03.
 JZ3542
 JZ3542;                    North         East     Units Scale Factor Converg.
 JZ3542;SPC OH S     -   127,521.717   434,816.073   MT  0.99994548   -1 12 44.5
 JZ3542;SPC KY1Z     - 1,311,568.583 1,615,815.772   MT  1.00014584   +0 49 20.2
 JZ3542;SPC KY1Z     - 4,303,037.93  5,301,222.25   sFT  1.00014584   +0 49 20.2
 JZ3542;SPC KY N     -   181,275.200   486,106.401   MT  1.00002951   -0 05 59.8
 JZ3542;SPC KY N     -   594,733.72  1,594,834.08   sFT  1.00002951   -0 05 59.8
 JZ3542;UTM  16      - 4,334,724.990   723,809.011   MT  1.00021681   +1 38 05.5
 JZ3542
 JZ3542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3542!SPC OH S     -   0.99996757  x   0.99994548  =   0.99991305
 JZ3542!SPC KY1Z     -   0.99996757  x   1.00014584  =   1.00011340
 JZ3542!SPC KY N     -   0.99996757  x   1.00002951  =   0.99999708
 JZ3542!UTM  16      -   0.99996757  x   1.00021681  =   1.00018437
 JZ3542
 JZ3542                          SUPERSEDED SURVEY CONTROL
 JZ3542
 JZ3542  ELLIP H (04/01/98)  206.78   (m)                       GP(       ) 4 1
 JZ3542  NAD 83(1995)-  39 07 58.68176(N)    084 24 38.46185(W) AD(       ) 1
 JZ3542  NAD 83(1986)-  39 07 58.67917(N)    084 24 38.46510(W) AD(       ) 1
 JZ3542  NGVD 29 (05/06/92)  241.0    (m)          791.     (f) GPS OBS        
 JZ3542
 JZ3542.Superseded values are not recommended for survey control.
 JZ3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3542.See file dsdata.txt to determine how the superseded data were derived.
 JZ3542
 JZ3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2380934725(NAD 83)
 JZ3542_MARKER: DE = TRAVERSE STATION DISK
 JZ3542_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3542_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3542_STAMPING: 7001 1991
 JZ3542_MARK LOGO: OH1610
 JZ3542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3542+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JZ3542
 JZ3542  HISTORY     - Date     Condition        Report By
 JZ3542  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3542
 JZ3542                          STATION DESCRIPTION
 JZ3542
 JZ3542'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3542'STATION IS LOCATED AT THE TRIANGULAR ISLAND SURROUNDED BY CONCRETE
 JZ3542'WALK INFRONT OF AULT PARK PAVILION IN CINCINNATI, OHIO. TO REACH FROM
 JZ3542'THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3542'CINCINNATI, PROCEED EAST ALONG 5TH ST. THAT CHANGES TO COLUMBIA PKY.
 JZ3542'FOR 3.03 MI (4.88 KM) TO TORRENCE PKY. TURN NORTH ON TORRENCE PKY.
 JZ3542'FOR 0.56 MI (0.90 KM) TO MADISON AVE. TURN NORTHEAST ON MADISON AVE.
 JZ3542'FOR 0.50 MI (0.80 KM) TO OBSERVATORY AVE. TURN EAST ON OBSERVATORY
 JZ3542'AVE. THAT CHANGES TO PARKLINE AVE. FOR 2.61 MI (4.20 KM) TO THE
 JZ3542'STATION.  STATION IS SET FLUSH WITH THE GROUND AND IS 6.8 FT (2.1 M)
 JZ3542'SOUTHWEST OF THE NORTHWEST EDGE OF THE TRIANGULAR ISLAND, 30.0 FT
 JZ3542'(9.1 M) EAST OF THE WEST EDGE OF THE TRIANGULAR ISLAND AND 26.8 FT
 JZ3542'(8.2 M) NORTHWEST OF FLAG POLE SITUATED INSIDE THE TRIANGULAR ISLAND
 JZ3542'SURROUNDED BY CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3579 ***********************************************************************
 JZ3579  DESIGNATION -  7002
 JZ3579  PID         -  JZ3579
 JZ3579  STATE/COUNTY-  OH/HAMILTON
 JZ3579  USGS QUAD   -  NEWPORT (1987)
 JZ3579
 JZ3579                         *CURRENT SURVEY CONTROL
 JZ3579  ___________________________________________________________________
 JZ3579* NAD 83(1986)-  39 05 17.     (N)    084 25 38.     (W)     SCALED    
 JZ3579* NAVD 88     -       146.880  (meters)     481.89   (feet)  ADJUSTED  
 JZ3579  ___________________________________________________________________
 JZ3579  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3579  DYNAMIC HT  -         146.787 (meters)     481.58  (feet)  COMP
 JZ3579  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 JZ3579
 JZ3579  VERT ORDER  -  SECOND    CLASS II
 JZ3579
 JZ3579.The horizontal coordinates were scaled from a topographic map and have
 JZ3579.an estimated accuracy of +/- 6 seconds.
 JZ3579
 JZ3579.The orthometric height was determined by differential leveling
 JZ3579.and adjusted by the National Geodetic Survey in March 1993..
 JZ3579
 JZ3579.The geoid height was determined by GEOID03.
 JZ3579
 JZ3579.The dynamic height is computed by dividing the NAVD 88
 JZ3579.geopotential number by the normal gravity value computed on the
 JZ3579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3579.degrees latitude (g = 980.6199 gals.).
 JZ3579
 JZ3579.The modeled gravity was interpolated from observed gravity values.
 JZ3579
 JZ3579;                    North         East    Units  Estimated Accuracy
 JZ3579;SPC OH S     -   122,570.      433,280.      MT  (+/- 180 meters Scaled)
 JZ3579
 JZ3579                          SUPERSEDED SURVEY CONTROL
 JZ3579
 JZ3579  NGVD 29 (08/25/92)  147.061  (m)          482.48   (f) ADJUSTED    2 2
 JZ3579
 JZ3579.Superseded values are not recommended for survey control.
 JZ3579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3579.See file dsdata.txt to determine how the superseded data were derived.
 JZ3579
 JZ3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ225296(NAD 83)
 JZ3579_MARKER: DZ = AZIMUTH MARK DISK
 JZ3579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3579_SP_SET: CONCRETE POST
 JZ3579_STAMPING: 7002 1991
 JZ3579_MARK LOGO: OH1610
 JZ3579_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3579+STABILITY: SURFACE MOTION
 JZ3579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3579+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JZ3579
 JZ3579  HISTORY     - Date     Condition        Report By
 JZ3579  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3579  HISTORY     - 20060609 GOOD             GEOCAC
 JZ3579
 JZ3579                          STATION DESCRIPTION
 JZ3579
 JZ3579'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3579'STATION 7002 IS LOCATED AT THE KELLOGG AVENUE SOCCER FIELDS, ON THE
 JZ3579'CORNER OF KELLOGG AVENUE AND STITES ROAD, ON THE EAST END OF
 JZ3579'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3579'21.3 FT SOUTH OF THE SOUTH LINE OF A ONE STORY FRAME SHED LOCATED IN
 JZ3579'THE SOUTHEAST CORNER OF THE SOCCER FIELD, 17.3 FT NORTHWEST OF AN END
 JZ3579'POST TO A FENCE THAT IS RUNNING NORTH AND SOUTH AND 15.3 FT WEST OF
 JZ3579'SAID FENCE.
 JZ3579
 JZ3579                          STATION RECOVERY (2006)
 JZ3579
 JZ3579'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3540 ***********************************************************************
 JZ3540  DESIGNATION -  7003
 JZ3540  PID         -  JZ3540
 JZ3540  STATE/COUNTY-  OH/HAMILTON
 JZ3540  USGS QUAD   -  NEWPORT (1987)
 JZ3540
 JZ3540                         *CURRENT SURVEY CONTROL
 JZ3540  ___________________________________________________________________
 JZ3540* NAD 83(1995)-  39 05 25.48315(N)    084 25 36.06067(W)     ADJUSTED  
 JZ3540* NAVD 88     -       145.455  (meters)     477.21   (feet)  ADJUSTED  
 JZ3540  ___________________________________________________________________
 JZ3540  X           -     481,429.690 (meters)                     COMP
 JZ3540  Y           -  -4,933,657.562 (meters)                     COMP
 JZ3540  Z           -   4,000,182.654 (meters)                     COMP
 JZ3540  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JZ3540  ELLIP HEIGHT-         111.40  (meters)          (10/07/05) GPS OBS
 JZ3540  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3540  DYNAMIC HT  -         145.364 (meters)     476.92  (feet)  COMP
 JZ3540  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 JZ3540
 JZ3540  HORZ ORDER  -  FIRST
 JZ3540  VERT ORDER  -  SECOND    CLASS II
 JZ3540  ELLP ORDER  -  FOURTH    CLASS I
 JZ3540
 JZ3540.The horizontal coordinates were established by GPS observations
 JZ3540.and adjusted by the National Geodetic Survey in April 1998..
 JZ3540
 JZ3540.The orthometric height was determined by differential leveling
 JZ3540.and adjusted by the National Geodetic Survey in March 1993..
 JZ3540
 JZ3540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3540
 JZ3540.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3540
 JZ3540.The ellipsoidal height was determined by GPS observations
 JZ3540.and is referenced to NAD 83.
 JZ3540
 JZ3540.The geoid height was determined by GEOID03.
 JZ3540
 JZ3540.The dynamic height is computed by dividing the NAVD 88
 JZ3540.geopotential number by the normal gravity value computed on the
 JZ3540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3540.degrees latitude (g = 980.6199 gals.).
 JZ3540
 JZ3540.The modeled gravity was interpolated from observed gravity values.
 JZ3540
 JZ3540;                    North         East     Units Scale Factor Converg.
 JZ3540;SPC OH S     -   122,828.253   433,332.100   MT  0.99994900   -1 13 21.1
 JZ3540;SPC KY1Z     - 1,306,824.484 1,614,499.133   MT  1.00012975   +0 48 44.9
 JZ3540;SPC KY1Z     - 4,287,473.33  5,296,902.57   sFT  1.00012975   +0 48 44.9
 JZ3540;SPC KY N     -   176,553.440   484,713.726   MT  1.00002116   -0 06 35.7
 JZ3540;SPC KY N     -   579,242.41  1,590,264.95   sFT  1.00002116   -0 06 35.7
 JZ3540;UTM  16      - 4,329,962.355   722,559.615   MT  1.00020995   +1 37 23.7
 JZ3540
 JZ3540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3540!SPC OH S     -   0.99998252  x   0.99994900  =   0.99993152
 JZ3540!SPC KY1Z     -   0.99998252  x   1.00012975  =   1.00011227
 JZ3540!SPC KY N     -   0.99998252  x   1.00002116  =   1.00000368
 JZ3540!UTM  16      -   0.99998252  x   1.00020995  =   1.00019247
 JZ3540
 JZ3540                          SUPERSEDED SURVEY CONTROL
 JZ3540
 JZ3540  ELLIP H (04/01/98)  111.45   (m)                       GP(       ) 4 1
 JZ3540  NAD 83(1995)-  39 05 25.48931(N)    084 25 36.06809(W) AD(       ) 1
 JZ3540  NAD 83(1986)-  39 05 25.48676(N)    084 25 36.07134(W) AD(       ) 1
 JZ3540  NGVD 29 (08/25/92)  145.638  (m)          477.81   (f) ADJUSTED    2 2
 JZ3540
 JZ3540.Superseded values are not recommended for survey control.
 JZ3540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3540.See file dsdata.txt to determine how the superseded data were derived.
 JZ3540
 JZ3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2256029962(NAD 83)
 JZ3540_MARKER: DE = TRAVERSE STATION DISK
 JZ3540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3540_SP_SET: CONCRETE POST
 JZ3540_STAMPING: 7003 1991
 JZ3540_MARK LOGO: OH1610
 JZ3540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3540+STABILITY: SURFACE MOTION
 JZ3540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3540+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2001
 JZ3540
 JZ3540  HISTORY     - Date     Condition        Report By
 JZ3540  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3540  HISTORY     - 19911218 GOOD             WOOLPT
 JZ3540  HISTORY     - 20010505 GOOD             WOOLPT
 JZ3540
 JZ3540                          STATION DESCRIPTION
 JZ3540
 JZ3540'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3540'STATION IS LOCATED AT KELLOGG AVENUE SOCCER FIELD EAST OF STITES ROAD
 JZ3540'IN CINCINNATI, OHIO. TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND
 JZ3540'MAIN STREETS IN DOWNTOWN CINCINNATI, PROCEED EAST ALONG 5TH ST. THAT
 JZ3540'CHANGES TO COLUMBIA PKY. FOR 5.17 MI (8.32 KM) TO DEERING. TURN
 JZ3540'SOUTHWEST ON DEERING FOR I BLOCK TO EASTERN. TURN WEST ON EASTERN
 JZ3540'THEN SOUTH ON CARROLL FOR 0.28 MI (0.45 KM) TO KELLOGG AVE. TURN
 JZ3540'SOUTHEAST ON KELLOGG AVE. FOR 1.22 MI (1.96 KM) TO STITES RD. TO THE
 JZ3540'STATION.  STATION IS SET FLUSH WITH THE GROUND AND IS 14.0 FT
 JZ3540'(4.3 M) SOUTH OF THE SOUTH EDGE OF MACADAM DRIVE TO PARKING LOT SOUTH
 JZ3540'OF KELLOGG AVENUE, 40.0 FT (12.2 M) EAST OF THE EAST EDGE OF PAVEMENT
 JZ3540'OF STITES ROAD AND 72.0 FT (21.9 M) NORTHEAST OF POWER POLE NO.
 JZ3540'75-106F ON THE WEST SIDE OF THE SAID STITES ROAD.
 JZ3540
 JZ3540                          STATION RECOVERY (1991)
 JZ3540
 JZ3540'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3540'STATION 7003 IS LOCATED AT THE KELLOGG AVENUE SOCCER FIELDS, ON THE
 JZ3540'CORNER OF STITES ROAD AND KELLOGG AVENUE, AT THE EAST END OF
 JZ3540'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3540'IN THE NORTHEAST CORNER OF SAID SOCCER FIELDS JUST SOUTH OF AN
 JZ3540'ASPHALT DRIVE THAT LEADS TO PARKING LOT, 40.0 FT EAST OF THE EAST
 JZ3540'EDGE OF STITES ROAD, 14.0 FT SOUTHEAST OF THE SOUTH EDGE OF SAID
 JZ3540'ASPHALT DRIVE AND 12.0 FT NORTHEAST OF A POWER POLE (NO.  T5-106F).
 JZ3540
 JZ3540                          STATION RECOVERY (2001)
 JZ3540
 JZ3540'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 JZ3540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3588 ***********************************************************************
 JZ3588  DESIGNATION -  7005
 JZ3588  PID         -  JZ3588
 JZ3588  STATE/COUNTY-  OH/HAMILTON
 JZ3588  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3588
 JZ3588                         *CURRENT SURVEY CONTROL
 JZ3588  ___________________________________________________________________
 JZ3588* NAD 83(1986)-  39 10 29.     (N)    084 28 07.     (W)     SCALED    
 JZ3588* NAVD 88     -       187.504  (meters)     615.17   (feet)  ADJUSTED  
 JZ3588  ___________________________________________________________________
 JZ3588  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3588  DYNAMIC HT  -         187.386 (meters)     614.78  (feet)  COMP
 JZ3588  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 JZ3588
 JZ3588  VERT ORDER  -  SECOND    CLASS II
 JZ3588
 JZ3588.The horizontal coordinates were scaled from a topographic map and have
 JZ3588.an estimated accuracy of +/- 6 seconds.
 JZ3588
 JZ3588.The orthometric height was determined by differential leveling
 JZ3588.and adjusted by the National Geodetic Survey in March 1993..
 JZ3588
 JZ3588.The geoid height was determined by GEOID03.
 JZ3588
 JZ3588.The dynamic height is computed by dividing the NAVD 88
 JZ3588.geopotential number by the normal gravity value computed on the
 JZ3588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3588.degrees latitude (g = 980.6199 gals.).
 JZ3588
 JZ3588.The modeled gravity was interpolated from observed gravity values.
 JZ3588
 JZ3588;                    North         East    Units  Estimated Accuracy
 JZ3588;SPC OH S     -   132,260.      429,910.      MT  (+/- 180 meters Scaled)
 JZ3588
 JZ3588                          SUPERSEDED SURVEY CONTROL
 JZ3588
 JZ3588  NGVD 29 (08/25/92)  187.682  (m)          615.75   (f) ADJUSTED    2 2
 JZ3588
 JZ3588.Superseded values are not recommended for survey control.
 JZ3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3588.See file dsdata.txt to determine how the superseded data were derived.
 JZ3588
 JZ3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ186392(NAD 83)
 JZ3588_MARKER: DZ = AZIMUTH MARK DISK
 JZ3588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3588_SP_SET: CONCRETE POST
 JZ3588_STAMPING: 7005 1991
 JZ3588_MARK LOGO: OH1610
 JZ3588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3588+STABILITY: SURFACE MOTION
 JZ3588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3588+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JZ3588
 JZ3588  HISTORY     - Date     Condition        Report By
 JZ3588  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3588
 JZ3588                          STATION DESCRIPTION
 JZ3588
 JZ3588'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3588'STATION 7005 IS LOCATED AT BOND HILL PLAYGROUND ON YARBOROUGH AVENUE,
 JZ3588'ONE BLOCK WEST OF READING ROAD, IN THE SUBURB OF BOND HILL, IN
 JZ3588'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3588'49 FT SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK FILTER BUILDING,
 JZ3588'39.3 FT NORTHWEST OF THE SOUTHWEST CORNER OF SAID BRICK FILTER
 JZ3588'BUILDING, 12.8 FT WEST OF A MANHOLE AND 10 FT NORTHEAST OF AN INLET
 JZ3588'MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3522 ***********************************************************************
 JZ3522  DESIGNATION -  7006
 JZ3522  PID         -  JZ3522
 JZ3522  STATE/COUNTY-  OH/HAMILTON
 JZ3522  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3522
 JZ3522                         *CURRENT SURVEY CONTROL
 JZ3522  ___________________________________________________________________
 JZ3522* NAD 83(1995)-  39 10 28.12207(N)    084 28 12.83704(W)     ADJUSTED  
 JZ3522* NAVD 88     -       186.054  (meters)     610.41   (feet)  ADJUSTED  
 JZ3522  ___________________________________________________________________
 JZ3522  X           -     477,115.041 (meters)                     COMP
 JZ3522  Y           -  -4,928,190.549 (meters)                     COMP
 JZ3522  Z           -   4,007,447.822 (meters)                     COMP
 JZ3522  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 JZ3522  ELLIP HEIGHT-         151.97  (meters)          (10/07/05) GPS OBS
 JZ3522  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3522  DYNAMIC HT  -         185.937 (meters)     610.03  (feet)  COMP
 JZ3522  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 JZ3522
 JZ3522  HORZ ORDER  -  FIRST
 JZ3522  VERT ORDER  -  SECOND    CLASS II
 JZ3522  ELLP ORDER  -  FOURTH    CLASS I
 JZ3522
 JZ3522.The horizontal coordinates were established by GPS observations
 JZ3522.and adjusted by the National Geodetic Survey in April 1998..
 JZ3522
 JZ3522.The orthometric height was determined by differential leveling
 JZ3522.and adjusted by the National Geodetic Survey in March 1993..
 JZ3522
 JZ3522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3522
 JZ3522.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3522
 JZ3522.The ellipsoidal height was determined by GPS observations
 JZ3522.and is referenced to NAD 83.
 JZ3522
 JZ3522.The geoid height was determined by GEOID03.
 JZ3522
 JZ3522.The dynamic height is computed by dividing the NAVD 88
 JZ3522.geopotential number by the normal gravity value computed on the
 JZ3522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3522.degrees latitude (g = 980.6199 gals.).
 JZ3522
 JZ3522.The modeled gravity was interpolated from observed gravity values.
 JZ3522
 JZ3522;                    North         East     Units Scale Factor Converg.
 JZ3522;SPC OH S     -   132,239.694   429,769.092   MT  0.99994258   -1 15 00.5
 JZ3522;SPC KY1Z     - 1,316,105.294 1,610,603.323   MT  1.00016207   +0 47 08.6
 JZ3522;SPC KY1Z     - 4,317,922.12  5,284,121.07   sFT  1.00016207   +0 47 08.6
 JZ3522;SPC KY N     -   185,894.688   480,968.284   MT  1.00003820   -0 08 13.2
 JZ3522;SPC KY N     -   609,889.49  1,577,976.78   sFT  1.00003820   -0 08 13.2
 JZ3522;UTM  16      - 4,339,187.524   718,532.480   MT  1.00018806   +1 35 55.1
 JZ3522
 JZ3522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3522!SPC OH S     -   0.99997616  x   0.99994258  =   0.99991874
 JZ3522!SPC KY1Z     -   0.99997616  x   1.00016207  =   1.00013822
 JZ3522!SPC KY N     -   0.99997616  x   1.00003820  =   1.00001436
 JZ3522!UTM  16      -   0.99997616  x   1.00018806  =   1.00016421
 JZ3522
 JZ3522                          SUPERSEDED SURVEY CONTROL
 JZ3522
 JZ3522  ELLIP H (04/01/98)  152.02   (m)                       GP(       ) 4 1
 JZ3522  NAD 83(1995)-  39 10 28.12824(N)    084 28 12.84452(W) AD(       ) 1
 JZ3522  NAD 83(1986)-  39 10 28.12597(N)    084 28 12.84780(W) AD(       ) 1
 JZ3522  NGVD 29 (08/25/92)  186.232  (m)          611.00   (f) ADJUSTED    2 2
 JZ3522
 JZ3522.Superseded values are not recommended for survey control.
 JZ3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3522.See file dsdata.txt to determine how the superseded data were derived.
 JZ3522
 JZ3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1853239188(NAD 83)
 JZ3522_MARKER: DE = TRAVERSE STATION DISK
 JZ3522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3522_SP_SET: CONCRETE POST
 JZ3522_STAMPING: 7006 1991
 JZ3522_MARK LOGO: OH1610
 JZ3522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3522+STABILITY: SURFACE MOTION
 JZ3522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3522+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 JZ3522
 JZ3522  HISTORY     - Date     Condition        Report By
 JZ3522  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3522  HISTORY     - 19920204 GOOD             WOOLPT
 JZ3522
 JZ3522                          STATION DESCRIPTION
 JZ3522
 JZ3522'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3522'STATION IS LOCATED AT BOND HILL PLAYGROUND 100.0 FT (30.5 M) OF THE
 JZ3522'EAST LINE OF FRANKLIN STREET WHERE IT DEADENDS AT A 12 FT (3.7 M)
 JZ3522'CHAINLINK FENCE AT BOND HILL PLAYGROUND IN CINCINNATI, OHIO. TO REACH
 JZ3522'FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3522'CINCINNATI, PROCEED NORTH ALONG MAIN STREET FOR 0.41 MI (0.66 KM) TO
 JZ3522'CENTRAL PARKWAY. TURN EAST ON CENTRAL PARKWAY FOR I BLOCK TO READING
 JZ3522'ROAD. TURN NORTHEAST ON READING ROAD FOR 5.28 MI (8.50 KM) TO JOSEPH
 JZ3522'STREET. TURN WEST ON JOSEPH STREET FOR 2 BLOCKS TO MATLOCK STREET.
 JZ3522'TURN NORTH ON MATLOCK FOR 2 BLOCKS TO FRANKLIN AVENUE. TURN WEST ON
 JZ3522'FRANKLIN AVENUE TO THE DEADEND TO THE STATION.  STATION IS SET FLUSH
 JZ3522'WITH THE GROUND AND IS 86.5 FT (26.4 M) SOUTHEAST OF THE NORTH CORNER
 JZ3522'POST OF THE 12 FT (3.7 M) CHAINLINK FENCE, 70.2 FT (21.4 M) NORTHEAST
 JZ3522'OF THE SOUTH CORNER POST OF THE 12 FT (3.7 M) CHAINLINK FENCE, 17.3
 JZ3522'FT (5.3 M) EAST OF WESTERNMOST MANHOLE INLET ON THE EAST SIDE OF
 JZ3522'FRANKLIN STREET AND SOUTH OF THE ASPHALT PATH AND 58.0 FT (17.7 M)
 JZ3522'WEST OF THE EASTERNMOST MANHOLE INLET ON THE EAST SIDE OF THE SAID
 JZ3522'FRANKLIN STREET AND SOUTH OF THE ASPHALT PATH.
 JZ3522
 JZ3522                          STATION RECOVERY (1992)
 JZ3522
 JZ3522'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ3522'STATION 7006 IS LOCATED IN BOND HILL PLAYGROUND AT THE WEST END OF
 JZ3522'FRANKLIN STREET JUST OFF OF MATLOCK STREET, IN THE SUBURB OF BOND
 JZ3522'HILL, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED
 JZ3522'AS BEING SOUTH OF THE TENNIS COURTS, 70.2 FT NORTHEAST OF A 12 FT
 JZ3522'CHAIN LINK FENCE POST, 58.0 FT SOUTHWEST OF AN INLET MANHOLE, 17.3 FT
 JZ3522'SOUTHEAST OF AN INLET MANHOLE AND 26.5 FT SOUTHEAST OF THE SOUTHWEST
 JZ3522'CORNER OF THE 12 FT CHAIN LINK FENCE THAT SURROUNDS SAID TENNIS
 JZ3522'COURTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3532 ***********************************************************************
 JZ3532  DESIGNATION -  7007
 JZ3532  PID         -  JZ3532
 JZ3532  STATE/COUNTY-  OH/HAMILTON
 JZ3532  USGS QUAD   -  COVINGTON (1987)
 JZ3532
 JZ3532                         *CURRENT SURVEY CONTROL
 JZ3532  ___________________________________________________________________
 JZ3532* NAD 83(1995)-  39 06 59.11176(N)    084 35 18.37143(W)     ADJUSTED  
 JZ3532* NAVD 88     -       248.898  (meters)     816.59   (feet)  ADJUSTED  
 JZ3532  ___________________________________________________________________
 JZ3532  X           -     467,335.289 (meters)                     COMP
 JZ3532  Y           -  -4,933,263.895 (meters)                     COMP
 JZ3532  Z           -   4,002,488.539 (meters)                     COMP
 JZ3532  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 JZ3532  ELLIP HEIGHT-         214.82  (meters)          (10/07/05) GPS OBS
 JZ3532  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3532  DYNAMIC HT  -         248.741 (meters)     816.08  (feet)  COMP
 JZ3532  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 JZ3532
 JZ3532  HORZ ORDER  -  FIRST
 JZ3532  VERT ORDER  -  SECOND    CLASS II
 JZ3532  ELLP ORDER  -  FOURTH    CLASS I
 JZ3532
 JZ3532.The horizontal coordinates were established by GPS observations
 JZ3532.and adjusted by the National Geodetic Survey in April 1998..
 JZ3532
 JZ3532.The orthometric height was determined by differential leveling
 JZ3532.and adjusted by the National Geodetic Survey in March 1993..
 JZ3532
 JZ3532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3532
 JZ3532.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3532
 JZ3532.The ellipsoidal height was determined by GPS observations
 JZ3532.and is referenced to NAD 83.
 JZ3532
 JZ3532.The geoid height was determined by GEOID03.
 JZ3532
 JZ3532.The dynamic height is computed by dividing the NAVD 88
 JZ3532.geopotential number by the normal gravity value computed on the
 JZ3532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3532.degrees latitude (g = 980.6199 gals.).
 JZ3532
 JZ3532.The modeled gravity was interpolated from observed gravity values.
 JZ3532
 JZ3532;                    North         East     Units Scale Factor Converg.
 JZ3532;SPC OH S     -   126,025.754   419,408.814   MT  0.99994678   -1 19 30.6
 JZ3532;SPC KY1Z     - 1,309,525.654 1,600,468.388   MT  1.00013952   +0 42 47.4
 JZ3532;SPC KY1Z     - 4,296,335.42  5,250,870.04   sFT  1.00013952   +0 42 47.4
 JZ3532;SPC KY N     -   179,479.959   470,729.866   MT  1.00002620   -0 12 37.9
 JZ3532;SPC KY N     -   588,843.83  1,544,386.24   sFT  1.00002620   -0 12 37.9
 JZ3532;UTM  16      - 4,332,465.042   708,491.565   MT  1.00013527   +1 31 19.2
 JZ3532
 JZ3532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3532!SPC OH S     -   0.99996630  x   0.99994678  =   0.99991308
 JZ3532!SPC KY1Z     -   0.99996630  x   1.00013952  =   1.00010581
 JZ3532!SPC KY N     -   0.99996630  x   1.00002620  =   0.99999250
 JZ3532!UTM  16      -   0.99996630  x   1.00013527  =   1.00010156
 JZ3532
 JZ3532                          SUPERSEDED SURVEY CONTROL
 JZ3532
 JZ3532  ELLIP H (04/01/98)  214.88   (m)                       GP(       ) 4 1
 JZ3532  NAD 83(1995)-  39 06 59.11830(N)    084 35 18.37859(W) AD(       ) 1
 JZ3532  NAD 83(1986)-  39 06 59.11626(N)    084 35 18.38188(W) AD(       ) 1
 JZ3532  NGVD 29 (08/25/92)  249.078  (m)          817.18   (f) ADJUSTED    2 2
 JZ3532
 JZ3532.Superseded values are not recommended for survey control.
 JZ3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3532.See file dsdata.txt to determine how the superseded data were derived.
 JZ3532
 JZ3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0849232465(NAD 83)
 JZ3532_MARKER: DE = TRAVERSE STATION DISK
 JZ3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3532_SP_SET: CONCRETE POST
 JZ3532_STAMPING: 7007 1991
 JZ3532_MARK LOGO: OH1610
 JZ3532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3532+STABILITY: SURFACE MOTION
 JZ3532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3532+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004
 JZ3532
 JZ3532  HISTORY     - Date     Condition        Report By
 JZ3532  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3532  HISTORY     - 19911107 GOOD             WOOLPT
 JZ3532  HISTORY     - 20041204 GOOD             GEOCAC
 JZ3532
 JZ3532                          STATION DESCRIPTION
 JZ3532
 JZ3532'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3532'STATION IS LOCATED AT THE NORTHWEST ENTRANCE TO MACADAM PARKING LOT AT
 JZ3532'THE RAPID RUN PARK IN CINCINNATI, OHIO. TO REACH FROM THE FEDERAL
 JZ3532'BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN CINCINNATI, PROCEED
 JZ3532'NORTH ALONG MAIN ST. FOR 4 BLOCKS TO 9TH ST. TURN WEST ON 9TH ST.
 JZ3532'THAT MERGES WITH 8TH ST. FOR 2.26 MI (3.64 KM) TO GLENWAY AVE. TURN
 JZ3532'NORTHWEST ON GLENWAY AVE. FOR 2.41 MI (3.88 KM) TO RAPID RUN. TURN
 JZ3532'NORTH ON RAPID RUN FOR 0.18 MI (0.29 KM) TO THE STATION.  STATION IS
 JZ3532'SET FLUSH WITH THE GROUND AND IS 10.6 FT (3.2 M) WEST OF THE WEST
 JZ3532'EDGE OF MACADAM PARKING LOT NORTH OF RAPID RUN PIKE, 18.6 FT (5.7 M)
 JZ3532'SOUTHWEST OF WEST EDGE OF AN 18 INCH STONE WALL NORTH OF THE MACADAM
 JZ3532'PARKING LOT AND 27.0 FT (8.2 M) NORTH OF THE CONCRETE PULL BOX PATH
 JZ3532'NORTH OF THE RAPID RUN PIKE.
 JZ3532
 JZ3532                          STATION RECOVERY (1991)
 JZ3532
 JZ3532'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3532'STATION 7007 IS LOCATED IN RAPID RUN PARK, AT THE NORTHWEST ENTRANCE
 JZ3532'TO THE ASPHALT PARKING LOT OFF RAPID RUN ROAD, IN THE SUBURB OF
 JZ3532'COVEDALE, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY
 JZ3532'DESCRIBED AS BEING 40.7 FT NORTH A RIGHT ANGLE DISTANCE TO THE NORTH
 JZ3532'CURB OF SAID RAPID RUN ROAD, 10.6 FT WEST OF THE WEST EDGE OF THE
 JZ3532'ASPHALT PARKING LOT, 27.0 FT NORTHEAST OF A CONCRETE PULL BOX AND
 JZ3532'18.6 FT SOUTHWEST OF THE END OF AN 18-INCH STONE WALL.
 JZ3532
 JZ3532                          STATION RECOVERY (2004)
 JZ3532
 JZ3532'RECOVERY NOTE BY GEOCACHING 2004
 JZ3532'RECOVERY NOTE BY WEB-LING OF GEOCACHING.COM 2004.
 JZ3532'STATION 7007 IS LOCATED IN RAPID RUN PARK, AT THE SOUTHWEST ENTRANCE
 JZ3532'TO THE ASPHALT PARKING LOT OFF RAPID RUN ROAD, IN THE SUBURB OF
 JZ3532'COVEDALE, IN CINCINNATI OHIO.
 JZ3532'THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING 40.7 FT NORTH A
 JZ3532'RIGHT ANGLE DISTANCE TO THE NORTH CURB OF SAID RAPID RUN ROAD, 10.6 FT
 JZ3532'WEST OF THE WEST EDGE OF THE ASPHALT PARKING LOT, AND 18.6 FT
 JZ3532'SOUTHWEST OF THE END OF AN 18-INCH STONE WALL.
 JZ3532' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3538 ***********************************************************************
 JZ3538  CBN         -  This is a Cooperative Base Network Control Station.
 JZ3538  DESIGNATION -  7008
 JZ3538  PID         -  JZ3538
 JZ3538  STATE/COUNTY-  OH/HAMILTON
 JZ3538  USGS QUAD   -  COVINGTON (1987)
 JZ3538
 JZ3538                         *CURRENT SURVEY CONTROL
 JZ3538  ___________________________________________________________________
 JZ3538* NAD 83(1995)-  39 06 34.46274(N)    084 31 55.15402(W)     ADJUSTED  
 JZ3538* NAVD 88     -       153.773  (meters)     504.50   (feet)  ADJUSTED  
 JZ3538  ___________________________________________________________________
 JZ3538  X           -     472,234.098 (meters)                     COMP
 JZ3538  Y           -  -4,933,204.917 (meters)                     COMP
 JZ3538  Z           -   4,001,838.690 (meters)                     COMP
 JZ3538  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 JZ3538  ELLIP HEIGHT-         119.64  (meters)          (03/08/05) GPS OBS
 JZ3538  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3538  DYNAMIC HT  -         153.675 (meters)     504.18  (feet)  COMP
 JZ3538  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JZ3538
 JZ3538  HORZ ORDER  -  B
 JZ3538  VERT ORDER  -  FIRST     CLASS II
 JZ3538  ELLP ORDER  -  FOURTH    CLASS II
 JZ3538
 JZ3538.The horizontal coordinates were established by GPS observations
 JZ3538.and adjusted by the National Geodetic Survey in August 1996..
 JZ3538
 JZ3538.The orthometric height was determined by differential leveling
 JZ3538.and adjusted by the National Geodetic Survey in March 1993..
 JZ3538
 JZ3538.Photographs are available for this station.
 JZ3538
 JZ3538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3538
 JZ3538.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3538
 JZ3538.The ellipsoidal height was determined by GPS observations
 JZ3538.and is referenced to NAD 83.
 JZ3538
 JZ3538.The geoid height was determined by GEOID03.
 JZ3538
 JZ3538.The dynamic height is computed by dividing the NAVD 88
 JZ3538.geopotential number by the normal gravity value computed on the
 JZ3538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3538.degrees latitude (g = 980.6199 gals.).
 JZ3538
 JZ3538.The modeled gravity was interpolated from observed gravity values.
 JZ3538
 JZ3538;                    North         East     Units Scale Factor Converg.
 JZ3538;SPC OH S     -   125,154.484   424,272.155   MT  0.99994735   -1 17 21.6
 JZ3538;SPC KY1Z     - 1,308,827.730 1,605,360.569   MT  1.00013692   +0 44 52.1
 JZ3538;SPC KY1Z     - 4,294,045.64  5,266,920.47   sFT  1.00013692   +0 44 52.1
 JZ3538;SPC KY N     -   178,703.368   475,609.613   MT  1.00002485   -0 10 31.5
 JZ3538;SPC KY N     -   586,295.97  1,560,395.87   sFT  1.00002485   -0 10 31.5
 JZ3538;UTM  16      - 4,331,836.276   713,393.163   MT  1.00016073   +1 33 26.7
 JZ3538
 JZ3538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3538!SPC OH S     -   0.99998123  x   0.99994735  =   0.99992858
 JZ3538!SPC KY1Z     -   0.99998123  x   1.00013692  =   1.00011815
 JZ3538!SPC KY N     -   0.99998123  x   1.00002485  =   1.00000608
 JZ3538!UTM  16      -   0.99998123  x   1.00016073  =   1.00014196
 JZ3538
 JZ3538                          SUPERSEDED SURVEY CONTROL
 JZ3538
 JZ3538  ELLIP H (08/20/96)  119.69   (m)                       GP(       ) 4 2
 JZ3538  NAD 83(1995)-  39 06 34.46956(N)    084 31 55.16103(W) AD(       ) 1
 JZ3538  NAD 83(1986)-  39 06 34.46749(N)    084 31 55.16433(W) AD(       ) 1
 JZ3538  NAVD 88 (08/20/96)  153.77   (m)          504.5    (f) LEVELING    3  
 JZ3538  NGVD 29 (08/25/92)  153.942  (m)          505.06   (f) ADJUSTED    1 2
 JZ3538
 JZ3538.Superseded values are not recommended for survey control.
 JZ3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3538.See file dsdata.txt to determine how the superseded data were derived.
 JZ3538
 JZ3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1339331836(NAD 83)
 JZ3538_MARKER: DE = TRAVERSE STATION DISK
 JZ3538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3538_SP_SET: CONCRETE POST
 JZ3538_STAMPING: 7008 1991
 JZ3538_MARK LOGO: OHDT  
 JZ3538_PROJECTION: RECESSED 5 CENTIMETERS
 JZ3538_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3538+STABILITY: SURFACE MOTION
 JZ3538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3538+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 JZ3538
 JZ3538  HISTORY     - Date     Condition        Report By
 JZ3538  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3538  HISTORY     - 19911211 GOOD             WOOLPT
 JZ3538  HISTORY     - 19930604 GOOD             NGS
 JZ3538  HISTORY     - 19950807 GOOD             NGS
 JZ3538  HISTORY     - 20001010 GOOD             WOOLPT
 JZ3538  HISTORY     - 20020918 GOOD             WOOLPT
 JZ3538  HISTORY     - 20060601 GOOD             GEOCAC
 JZ3538
 JZ3538                          STATION DESCRIPTION
 JZ3538
 JZ3538'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3538'STATION IS LOCATED AT THE MEDIAN OF EZZARD CHARLES DRIVE OPPOSITE THE
 JZ3538'UNION TERMINAL ENTRANCE IN WESTERN AVENUE IN CINCINNATI, OHIO. TO
 JZ3538'REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3538'CINCINNATI, PROCEED NORTH ALONG MAIN ST. FOR 4 BLOCKS TO 9TH ST. TURN
 JZ3538'WEST ON 9TH ST. FOR 1.00 MI (1.61 KM) TO LINN ST. TURN NORTH ON LINN
 JZ3538'ST. FOR 0.42 MI (0.68 KM) TO EZZARD CHARLES DR. TURN WEST ON EZZARD
 JZ3538'CHARLES DR. FOR 0.23 MI (0.37 KM) TO WESTERN AVE. TO THE STATION.
 JZ3538'STATION IS SET FLUSH WITH THE GROUND AND IS 36.6 FT (11.2 M) EAST
 JZ3538'OF THE WEST EDGE OF MEDIAN OF EZZARD CHARLES DRIVE, 40.2 FT (12.3 M)
 JZ3538'SOUTH OF THE NORTH EDGE OF MEDIAN OF THE SAID EZZARD CHARLES DRIVE AND
 JZ3538'32.3 FT (9.8 M) NORTH OF THE SOUTH EDGE OF MEDIAN OF THE SAID EZZARD
 JZ3538'CHARLES DRIVE.
 JZ3538
 JZ3538                          STATION RECOVERY (1991)
 JZ3538
 JZ3538'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3538'STATION 7008 IS LOCATED AT THE INTERSECTION OF WESTERN AVENUE, EZZARD
 JZ3538'CHARLES DRIVE AND THE ENTRANCE TO UNION TERMINAL, ON THE WEST END OF
 JZ3538'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3538'SET IN THE WEST END OF THE MEDIAN OF EAST AND WEST BOUND EZZARD
 JZ3538'CHARLES DRIVE, 40.2 FT SOUTH OF THE SOUTH CURB OF SAID WEST BOUND
 JZ3538'EZZARD CHARLES DRIVE, 32.3 FT NORTH OF THE NORTH CURB OF SAID EAST
 JZ3538'BOUND EZZARD CHARLES DRIVE AND 36.6 FT EAST OF THE WESTERNMOST EDGE
 JZ3538'OF SAID MEDIAN.
 JZ3538
 JZ3538                          STATION RECOVERY (1993)
 JZ3538
 JZ3538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ3538'IN CINCINNATI, AT THE INTERSECTION OF WESTERN AVENUE AND EZZARD
 JZ3538'CHARLES DRIVE, 18.3 M (60.0 FT) SOUTH OF THE CENTER OF THE WESTBOUND
 JZ3538'LANES OF THE DRIVE, 18.0 M (59.1 FT) EAST OF THE AVENUE CENTERLINE,
 JZ3538'16.1 M (52.8 FT) NORTH OF THE EASTBOUND LANES OF THE DRIVE, 0.2 M
 JZ3538'(0.7 FT) ABOVE THE LEVEL OF THE AVENUE, AND THE MONUMENT IS RECESSED
 JZ3538'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 JZ3538
 JZ3538                          STATION RECOVERY (1995)
 JZ3538
 JZ3538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JZ3538'THE STATION IS LOCATED NEAR DOWNTOWN CINCINNATI, ABOUT 1.6 KM (1.00
 JZ3538'MI) NORTH OF THE OHIO RIVER, AT THE ENTRANCE TO THE UNION TERMINAL
 JZ3538'MUSEUM CENTER (FORMER SITE OF THE RAILROAD TERMINAL) ON WESTERN
 JZ3538'AVENUE, AT THE WEST EDGE OF INTERSTATE 75, AND IN THE GRASS MEDIAN OF
 JZ3538'EZZARD CHARLES DRIVE.  TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND
 JZ3538'MAIN STREETS IN DOWNTOWN CINCINNATI, PROCEED NORTH ALONG MAIN STREET
 JZ3538'FOR 0.6 KM (0.35 MI) TO NINTH STREET, TURN LEFT AND GO WEST ON NINTH
 JZ3538'STREET FOR 1.61 KM (1.00 MI) TO LINN STREET, TURN NORTH ON LINN STREET
 JZ3538'FOR 0.6 KM (0.35 MI) TO EZZARD CHARLES DRIVE, TURN LEFT AND GO WEST
 JZ3538'0.37 KM (0.20 MI) ON EZZARD CHARLES DRIVE TO WESTERN AVENUE AND THE
 JZ3538'STATION ON THE LEFT JUST BEYOND THE BRIDGE OVER INTERSTATE 75.  THE
 JZ3538'MARK IS RECESSED 3.0 CM BELOW GROUND, 33.5 M (109.9 FT) WEST OF THE
 JZ3538'CENTERLINE OF THE SOUTHBOUND LANES OF THE INTERSTATE, 11.2 M (36.7 FT)
 JZ3538'EAST OF THE EAST CURB OF WESTERN AVENUE, 12.3 M (40.4 FT) SOUTH OF THE
 JZ3538'NORTH EDGE OF THE MEDIAN, AND 9.8 M (32.2 FT) NORTH OF THE SOUTH EDGE
 JZ3538'OF THE MEDIAN.
 JZ3538
 JZ3538                          STATION RECOVERY (2000)
 JZ3538
 JZ3538'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF)
 JZ3538'RECOVERED AS DESCRIBED.
 JZ3538
 JZ3538                          STATION RECOVERY (2002)
 JZ3538
 JZ3538'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 JZ3538'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JZ3538' 
 JZ3538'--NOTE--THERE ARE NO VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15
 JZ3538'DEGREES ABOVE THE
 JZ3538'HORIZON.
 JZ3538' 
 JZ3538' 
 JZ3538'
 JZ3538
 JZ3538                          STATION RECOVERY (2006)
 JZ3538
 JZ3538'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3538'MARK RECOVERED IN GOOD CONDITION. NEAR AND UNDER SHRUBS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3544 ***********************************************************************
 JZ3544  DESIGNATION -  7010
 JZ3544  PID         -  JZ3544
 JZ3544  STATE/COUNTY-  OH/HAMILTON
 JZ3544  USGS QUAD   -  NEWPORT (1987)
 JZ3544
 JZ3544                         *CURRENT SURVEY CONTROL
 JZ3544  ___________________________________________________________________
 JZ3544* NAD 83(1995)-  39 07 25.98592(N)    084 27 54.48423(W)     ADJUSTED  
 JZ3544* NAVD 88     -       149.3    (meters)     490.     (feet)  VERTCON   
 JZ3544  ___________________________________________________________________
 JZ3544  X           -     477,892.819 (meters)                     COMP
 JZ3544  Y           -  -4,931,649.351 (meters)                     COMP
 JZ3544  Z           -   4,003,068.667 (meters)                     COMP
 JZ3544  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 JZ3544  ELLIP HEIGHT-         115.20  (meters)          (10/07/05) GPS OBS
 JZ3544  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3544
 JZ3544  HORZ ORDER  -  FIRST
 JZ3544  ELLP ORDER  -  FOURTH    CLASS I
 JZ3544
 JZ3544.The horizontal coordinates were established by GPS observations
 JZ3544.and adjusted by the National Geodetic Survey in April 1998..
 JZ3544
 JZ3544.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3544
 JZ3544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3544
 JZ3544.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3544
 JZ3544.The ellipsoidal height was determined by GPS observations
 JZ3544.and is referenced to NAD 83.
 JZ3544
 JZ3544.The geoid height was determined by GEOID03.
 JZ3544
 JZ3544;                    North         East     Units Scale Factor Converg.
 JZ3544;SPC OH S     -   126,614.947   430,087.276   MT  0.99994619   -1 14 48.9
 JZ3544;SPC KY1Z     - 1,310,494.234 1,611,121.230   MT  1.00014236   +0 47 19.9
 JZ3544;SPC KY1Z     - 4,299,513.17  5,285,820.24   sFT  1.00014236   +0 47 19.9
 JZ3544;SPC KY N     -   180,276.685   481,395.715   MT  1.00002768   -0 08 01.8
 JZ3544;SPC KY N     -   591,457.76  1,579,379.11   sFT  1.00002768   -0 08 01.8
 JZ3544;UTM  16      - 4,333,584.158   719,129.884   MT  1.00019129   +1 36 00.5
 JZ3544
 JZ3544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3544!SPC OH S     -   0.99998193  x   0.99994619  =   0.99992812
 JZ3544!SPC KY1Z     -   0.99998193  x   1.00014236  =   1.00012428
 JZ3544!SPC KY N     -   0.99998193  x   1.00002768  =   1.00000961
 JZ3544!UTM  16      -   0.99998193  x   1.00019129  =   1.00017321
 JZ3544
 JZ3544                          SUPERSEDED SURVEY CONTROL
 JZ3544
 JZ3544  ELLIP H (04/01/98)  115.25   (m)                       GP(       ) 4 1
 JZ3544  NAD 83(1995)-  39 07 25.99194(N)    084 27 54.49179(W) AD(       ) 1
 JZ3544  NAD 83(1986)-  39 07 25.98962(N)    084 27 54.49505(W) AD(       ) 1
 JZ3544  NGVD 29 (05/06/92)  149.5    (m)          490.     (f) GPS OBS        
 JZ3544
 JZ3544.Superseded values are not recommended for survey control.
 JZ3544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3544.See file dsdata.txt to determine how the superseded data were derived.
 JZ3544
 JZ3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1913033584(NAD 83)
 JZ3544_MARKER: DE = TRAVERSE STATION DISK
 JZ3544_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3544_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3544_STAMPING: 7010 1991
 JZ3544_MARK LOGO: OH1610
 JZ3544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3544+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JZ3544
 JZ3544  HISTORY     - Date     Condition        Report By
 JZ3544  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3544  HISTORY     - 20060507 GOOD             GEOCAC
 JZ3544
 JZ3544                          STATION DESCRIPTION
 JZ3544
 JZ3544'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3544'STATION IS LOCATED AT THE NORTHEAST CORNER OF LEBLOND BALLFIELDS ON
 JZ3544'SOUTH SIDE OF RIVER ROAD ON NORTH SIDE OF THE OHIO RIVER IN
 JZ3544'CINCINNATI, OHIO. TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND
 JZ3544'MAIN STREETS IN DOWNTOWN CINCINNATI, PROCEED EAST ALONG 5TH ST. THAT
 JZ3544'CHANGES TO COLUMBIA PKY. FOR 1.21 MI (1.95 KM) TO BAINES AVE. TURN
 JZ3544'SOUTHWEST ON BAINES AVE. FOR 1 BLOCK TO EASTERN AVE. TURN EAST ON
 JZ3544'EASTERN AVE. FOR 1.51 MI (2.43 KM) TO LEBLOND PARK TO THE STATION.
 JZ3544'STATION IS SET FLUSH WITH THE GROUND AND IS 42.7 FT (13.0 M) SOUTH
 JZ3544'OF THE SOUTH EDGE OF CURB ALONG EASTERN AVENUE AND 76.3 FT (23.3 M)
 JZ3544'WEST OF THE PROLONGATION OF THE WEST SIDE OF 3 STORY BRICK HIGHLAND
 JZ3544'SCHOOL.
 JZ3544
 JZ3544                          STATION RECOVERY (2006)
 JZ3544
 JZ3544'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3526 ***********************************************************************
 JZ3526  DESIGNATION -  7013
 JZ3526  PID         -  JZ3526
 JZ3526  STATE/COUNTY-  OH/HAMILTON
 JZ3526  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3526
 JZ3526                         *CURRENT SURVEY CONTROL
 JZ3526  ___________________________________________________________________
 JZ3526* NAD 83(1995)-  39 09 00.25857(N)    084 32 49.85536(W)     ADJUSTED  
 JZ3526* NAVD 88     -       146.599  (meters)     480.97   (feet)  ADJUSTED  
 JZ3526  ___________________________________________________________________
 JZ3526  X           -     470,655.636 (meters)                     COMP
 JZ3526  Y           -  -4,930,499.819 (meters)                     COMP
 JZ3526  Z           -   4,005,321.921 (meters)                     COMP
 JZ3526  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 JZ3526  ELLIP HEIGHT-         112.45  (meters)          (10/07/05) GPS OBS
 JZ3526  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3526  DYNAMIC HT  -         146.507 (meters)     480.67  (feet)  COMP
 JZ3526  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 JZ3526
 JZ3526  HORZ ORDER  -  FIRST
 JZ3526  VERT ORDER  -  SECOND    CLASS II
 JZ3526  ELLP ORDER  -  FOURTH    CLASS I
 JZ3526
 JZ3526.The horizontal coordinates were established by GPS observations
 JZ3526.and adjusted by the National Geodetic Survey in April 1998..
 JZ3526
 JZ3526.The orthometric height was determined by differential leveling
 JZ3526.and adjusted by the National Geodetic Survey in March 1993..
 JZ3526
 JZ3526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3526
 JZ3526.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3526
 JZ3526.The ellipsoidal height was determined by GPS observations
 JZ3526.and is referenced to NAD 83.
 JZ3526
 JZ3526.The geoid height was determined by GEOID03.
 JZ3526
 JZ3526.The dynamic height is computed by dividing the NAVD 88
 JZ3526.geopotential number by the normal gravity value computed on the
 JZ3526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3526.degrees latitude (g = 980.6199 gals.).
 JZ3526
 JZ3526.The modeled gravity was interpolated from observed gravity values.
 JZ3526
 JZ3526;                    North         East     Units Scale Factor Converg.
 JZ3526;SPC OH S     -   129,678.865   423,060.238   MT  0.99994422   -1 17 56.3
 JZ3526;SPC KY1Z     - 1,313,307.058 1,603,988.303   MT  1.00015246   +0 44 18.5
 JZ3526;SPC KY1Z     - 4,308,741.57  5,262,418.29   sFT  1.00015246   +0 44 18.5
 JZ3526;SPC KY N     -   183,203.705   474,309.855   MT  1.00003303   -0 11 05.5
 JZ3526;SPC KY N     -   601,060.82  1,556,131.58   sFT  1.00003303   -0 11 05.5
 JZ3526;UTM  16      - 4,336,295.808   711,957.682   MT  1.00015321   +1 32 57.0
 JZ3526
 JZ3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3526!SPC OH S     -   0.99998236  x   0.99994422  =   0.99992658
 JZ3526!SPC KY1Z     -   0.99998236  x   1.00015246  =   1.00013481
 JZ3526!SPC KY N     -   0.99998236  x   1.00003303  =   1.00001539
 JZ3526!UTM  16      -   0.99998236  x   1.00015321  =   1.00013556
 JZ3526
 JZ3526                          SUPERSEDED SURVEY CONTROL
 JZ3526
 JZ3526  ELLIP H (04/01/98)  112.50   (m)                       GP(       ) 4 1
 JZ3526  NAD 83(1995)-  39 09 00.26489(N)    084 32 49.86267(W) AD(       ) 1
 JZ3526  NAD 83(1986)-  39 09 00.26305(N)    084 32 49.86599(W) AD(       ) 1
 JZ3526  NGVD 29 (08/25/92)  146.774  (m)          481.54   (f) ADJUSTED    2 2
 JZ3526
 JZ3526.Superseded values are not recommended for survey control.
 JZ3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3526.See file dsdata.txt to determine how the superseded data were derived.
 JZ3526
 JZ3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1195836296(NAD 83)
 JZ3526_MARKER: DE = TRAVERSE STATION DISK
 JZ3526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3526_SP_SET: CONCRETE POST
 JZ3526_STAMPING: 7013 1991
 JZ3526_MARK LOGO: OH1610
 JZ3526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3526+STABILITY: SURFACE MOTION
 JZ3526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3526+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 JZ3526
 JZ3526  HISTORY     - Date     Condition        Report By
 JZ3526  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3526  HISTORY     - 19920130 GOOD             WOOLPT
 JZ3526
 JZ3526                          STATION DESCRIPTION
 JZ3526
 JZ3526'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3526'STATION IS LOCATED AT HILLE BALLFIELDS SOUTH OF FIELD NO. 1 WHICH IS
 JZ3526'ON THE EAST SIDE OF GRAVEL PARKING LOT IN CINCINNATI, OHIO. TO REACH
 JZ3526'FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3526'CINCINNATI, PROCEED NORTH ALONG MAIN ST. FOR 1 BLOCK TO 6TH ST. TURN
 JZ3526'WEST ON 6TH ST. TO I-75 NORTH ENTRANCE RAMP. TURN NORTH ON I-75 TO
 JZ3526'I-74 WEST TO EXIT NO. 18 AT COLERAIN. TURN EAST ON COLERAIN FOR 0.84
 JZ3526'MI (1.35 KM) TO SPRING GROVE AVE. TURN SOUTH ON SPRING GROVE AVE. FOR
 JZ3526'0.10 MI (0.16 KM) TO MILLCREEK RD-GERINGER. TURN SOUTHWEST ON
 JZ3526'MILLCREEK RD-GERINGER TO THE STATION.  STATION IS SET FLUSH WITH THE
 JZ3526'GROUND AND IS 45.0 FT (13.7 M) SOUTHEAST OF LIGHT POLE SOUTH OF FIELD
 JZ3526'NO. 1, 98.0 FT (29.9 M) NORTHEAST OF UTILITY POLE NO. M11742E ON THE
 JZ3526'SOUTHWEST SIDE OF THE SAID FIELD NO. 1 AND 99.0 FT (30.2 M) NORTHWEST
 JZ3526'OF UTILITY POLE NO. H121393RE ON THE SOUTHEAST SIDE OF THE SAID FIELD
 JZ3526'NO. 1.
 JZ3526
 JZ3526                          STATION RECOVERY (1992)
 JZ3526
 JZ3526'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ3526'STATION 7013 IS LOCATED AT THE HILLE BALLFIELDS ON MILLCREEK
 JZ3526'ROAD-GERINGER, IN THE SUBURB OF CUMMINSVILLE, IN CINCINNATI OHIO.
 JZ3526'THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING SOUTH OF
 JZ3526'BALLFIELD NO. 1, 45.0 FT SOUTHEAST OF A LIGHT POLE, 98.0 FT
 JZ3526'NORTHEAST OF UTILITY POLE NO. M11742E ON THE SOUTHWEST SIDE OF SAID
 JZ3526'BALLFIELD NO. 1 AND 99.0 FT NORTHWEST OF UTILITY POLE NO. H121393RE
 JZ3526'ON THE SOUTHEAST SIDE OF SAID FIELD NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3539 ***********************************************************************
 JZ3539  DESIGNATION -  7014
 JZ3539  PID         -  JZ3539
 JZ3539  STATE/COUNTY-  OH/HAMILTON
 JZ3539  USGS QUAD   -  COVINGTON (1987)
 JZ3539
 JZ3539                         *CURRENT SURVEY CONTROL
 JZ3539  ___________________________________________________________________
 JZ3539* NAD 83(1995)-  39 07 17.20506(N)    084 31 09.17250(W)     ADJUSTED  
 JZ3539* NAVD 88     -       254.192  (meters)     833.96   (feet)  ADJUSTED  
 JZ3539  ___________________________________________________________________
 JZ3539  X           -     473,261.835 (meters)                     COMP
 JZ3539  Y           -  -4,932,349.289 (meters)                     COMP
 JZ3539  Z           -   4,002,924.751 (meters)                     COMP
 JZ3539  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 JZ3539  ELLIP HEIGHT-         220.06  (meters)          (10/07/05) GPS OBS
 JZ3539  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3539  DYNAMIC HT  -         254.032 (meters)     833.44  (feet)  COMP
 JZ3539  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 JZ3539
 JZ3539  HORZ ORDER  -  FIRST
 JZ3539  VERT ORDER  -  SECOND    CLASS II
 JZ3539  ELLP ORDER  -  FOURTH    CLASS I
 JZ3539
 JZ3539.The horizontal coordinates were established by GPS observations
 JZ3539.and adjusted by the National Geodetic Survey in April 1998..
 JZ3539
 JZ3539.The orthometric height was determined by differential leveling
 JZ3539.and adjusted by the National Geodetic Survey in March 1993..
 JZ3539
 JZ3539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3539
 JZ3539.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3539
 JZ3539.The ellipsoidal height was determined by GPS observations
 JZ3539.and is referenced to NAD 83.
 JZ3539
 JZ3539.The geoid height was determined by GEOID03.
 JZ3539
 JZ3539.The dynamic height is computed by dividing the NAVD 88
 JZ3539.geopotential number by the normal gravity value computed on the
 JZ3539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3539.degrees latitude (g = 980.6199 gals.).
 JZ3539
 JZ3539.The modeled gravity was interpolated from observed gravity values.
 JZ3539
 JZ3539;                    North         East     Units Scale Factor Converg.
 JZ3539;SPC OH S     -   126,447.404   425,406.029   MT  0.99994638   -1 16 52.4
 JZ3539;SPC KY1Z     - 1,310,160.393 1,606,447.979   MT  1.00014143   +0 45 20.4
 JZ3539;SPC KY1Z     - 4,298,417.89  5,270,488.08   sFT  1.00014143   +0 45 20.4
 JZ3539;SPC KY N     -   180,018.189   476,718.228   MT  1.00002720   -0 10 02.9
 JZ3539;SPC KY N     -   590,609.68  1,564,033.05   sFT  1.00002720   -0 10 02.9
 JZ3539;UTM  16      - 4,333,184.209   714,461.653   MT  1.00016636   +1 33 57.2
 JZ3539
 JZ3539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3539!SPC OH S     -   0.99996548  x   0.99994638  =   0.99991186
 JZ3539!SPC KY1Z     -   0.99996548  x   1.00014143  =   1.00010690
 JZ3539!SPC KY N     -   0.99996548  x   1.00002720  =   0.99999267
 JZ3539!UTM  16      -   0.99996548  x   1.00016636  =   1.00013183
 JZ3539
 JZ3539                          SUPERSEDED SURVEY CONTROL
 JZ3539
 JZ3539  ELLIP H (04/01/98)  220.11   (m)                       GP(       ) 4 1
 JZ3539  NAD 83(1995)-  39 07 17.21156(N)    084 31 09.17975(W) AD(       ) 1
 JZ3539  NAD 83(1986)-  39 07 17.20950(N)    084 31 09.18304(W) AD(       ) 1
 JZ3539  NGVD 29 (08/25/92)  254.369  (m)          834.54   (f) ADJUSTED    2 2
 JZ3539
 JZ3539.Superseded values are not recommended for survey control.
 JZ3539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3539.See file dsdata.txt to determine how the superseded data were derived.
 JZ3539
 JZ3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1446233184(NAD 83)
 JZ3539_MARKER: DE = TRAVERSE STATION DISK
 JZ3539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3539_SP_SET: CONCRETE POST
 JZ3539_STAMPING: 7014 1991
 JZ3539_MARK LOGO: OH1610
 JZ3539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3539+STABILITY: SURFACE MOTION
 JZ3539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3539+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1991
 JZ3539
 JZ3539  HISTORY     - Date     Condition        Report By
 JZ3539  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3539  HISTORY     - 19911124 GOOD             WOOLPT
 JZ3539  HISTORY     - 20060601 GOOD             GEOCAC
 JZ3539
 JZ3539                          STATION DESCRIPTION
 JZ3539
 JZ3539'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3539'STATION IS LOCATED AT THE OVERLOOK AREA IN BELLVUE PARK IN CINCINNATI,
 JZ3539'OHIO. TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3539'DOWNTOWN CINCINNATI, PROCEED NORTH ALONG MAIN ST. FOR 0.83 MI
 JZ3539'(1.34 KM) TO CLIFTON AVE. TURN NORTHWEST ON CLIFTON AVE. FOR 0.59 MI
 JZ3539'(0.95 KM) TO BELLEVUE HILLS PARK TO THE STATION.   STATION IS SET
 JZ3539'FLUSH WITH THE GROUND AND IS 53.2 FT (16.2 M) SOUTHEAST OF THE
 JZ3539'WESTERNMOST CROSS NOTCH CUT ON SOUTH FACE OF 12 INCH CONCRETE WALL,
 JZ3539'45.7 FT (13.9 M) SOUTHEAST OF MIDDLE CROSS NOTCH WHICH IS 13.5 FT
 JZ3539'(4.1 M) AWAY FROM THE WESTERNMOST CROSS NOTCH AND 40.2 FT (12.3 M)
 JZ3539'SOUTHWEST OF THE EASTERMOST CROSS NOTCH WHICH IS 12.9 FT (3.9 M) AWAY
 JZ3539'FROM THE MIDDLE CROSS NOTCH CUT ON SOUTH FACE OF 12 INCH CONCRETE
 JZ3539'WALL.
 JZ3539
 JZ3539                          STATION RECOVERY (1991)
 JZ3539
 JZ3539'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3539'STATION 7014 IS LOCATED IN THE OVERLOOK AREA OF BELLVUE PARK, IN THE
 JZ3539'SUBURB OF CLIFTON, IN CINCINNATI OHIO.  THE STATION IS MORE
 JZ3539'PARTICULARLY DESCRIBED AS BEING MEASURED TO THREE CROSS NOTCHES THAT
 JZ3539'ARE CUT INTO THE SOUTH FACE OF A 12-INCH CONCRETE WALL THAT EXISTS TO
 JZ3539'THE NORTH OF THE STATION, 53.2 FT SOUTHEAST OF THE WESTERNMOST NOTCH,
 JZ3539'45.7 FT SOUTHEAST OF THE NORTHERNMOST NOTCH AND 40.2 FT SOUTHWEST OF
 JZ3539'THE EASTERNMOST NOTCH.
 JZ3539
 JZ3539                          STATION RECOVERY (2006)
 JZ3539
 JZ3539'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3539'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3523 ***********************************************************************
 JZ3523  DESIGNATION -  7016
 JZ3523  PID         -  JZ3523
 JZ3523  STATE/COUNTY-  OH/HAMILTON
 JZ3523  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3523
 JZ3523                         *CURRENT SURVEY CONTROL
 JZ3523  ___________________________________________________________________
 JZ3523* NAD 83(1995)-  39 10 05.53170(N)    084 28 59.16174(W)     ADJUSTED  
 JZ3523* NAVD 88     -       160.399  (meters)     526.24   (feet)  ADJUSTED  
 JZ3523  ___________________________________________________________________
 JZ3523  X           -     476,048.610 (meters)                     COMP
 JZ3523  Y           -  -4,928,715.809 (meters)                     COMP
 JZ3523  Z           -   4,006,891.533 (meters)                     COMP
 JZ3523  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 JZ3523  ELLIP HEIGHT-         126.34  (meters)          (10/07/05) GPS OBS
 JZ3523  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3523  DYNAMIC HT  -         160.299 (meters)     525.91  (feet)  COMP
 JZ3523  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 JZ3523
 JZ3523  HORZ ORDER  -  FIRST
 JZ3523  VERT ORDER  -  SECOND    CLASS II
 JZ3523  ELLP ORDER  -  FOURTH    CLASS I
 JZ3523
 JZ3523.The horizontal coordinates were established by GPS observations
 JZ3523.and adjusted by the National Geodetic Survey in April 1998..
 JZ3523
 JZ3523.The orthometric height was determined by differential leveling
 JZ3523.and adjusted by the National Geodetic Survey in March 1993..
 JZ3523
 JZ3523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3523
 JZ3523.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3523
 JZ3523.The ellipsoidal height was determined by GPS observations
 JZ3523.and is referenced to NAD 83.
 JZ3523
 JZ3523.The geoid height was determined by GEOID03.
 JZ3523
 JZ3523.The dynamic height is computed by dividing the NAVD 88
 JZ3523.geopotential number by the normal gravity value computed on the
 JZ3523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3523.degrees latitude (g = 980.6199 gals.).
 JZ3523
 JZ3523.The modeled gravity was interpolated from observed gravity values.
 JZ3523
 JZ3523;                    North         East     Units Scale Factor Converg.
 JZ3523;SPC OH S     -   131,567.586   428,642.161   MT  0.99994299   -1 15 29.9
 JZ3523;SPC KY1Z     - 1,315,393.418 1,609,500.742   MT  1.00015958   +0 46 40.2
 JZ3523;SPC KY1Z     - 4,315,586.57  5,280,503.68   sFT  1.00015958   +0 46 40.2
 JZ3523;SPC KY N     -   185,200.746   479,854.519   MT  1.00003685   -0 08 42.0
 JZ3523;SPC KY N     -   607,612.78  1,574,322.70   sFT  1.00003685   -0 08 42.0
 JZ3523;UTM  16      - 4,338,460.063   717,440.080   MT  1.00018220   +1 35 25.1
 JZ3523
 JZ3523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3523!SPC OH S     -   0.99998018  x   0.99994299  =   0.99992317
 JZ3523!SPC KY1Z     -   0.99998018  x   1.00015958  =   1.00013976
 JZ3523!SPC KY N     -   0.99998018  x   1.00003685  =   1.00001703
 JZ3523!UTM  16      -   0.99998018  x   1.00018220  =   1.00016237
 JZ3523
 JZ3523                          SUPERSEDED SURVEY CONTROL
 JZ3523
 JZ3523  ELLIP H (04/01/98)  126.39   (m)                       GP(       ) 4 1
 JZ3523  NAD 83(1995)-  39 10 05.53787(N)    084 28 59.16923(W) AD(       ) 1
 JZ3523  NAD 83(1986)-  39 10 05.53559(N)    084 28 59.17252(W) AD(       ) 1
 JZ3523  NGVD 29 (08/25/92)  160.579  (m)          526.83   (f) ADJUSTED    2 2
 JZ3523
 JZ3523.Superseded values are not recommended for survey control.
 JZ3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3523.See file dsdata.txt to determine how the superseded data were derived.
 JZ3523
 JZ3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1744038460(NAD 83)
 JZ3523_MARKER: DE = TRAVERSE STATION DISK
 JZ3523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3523_SP_SET: CONCRETE POST
 JZ3523_STAMPING: 7016 1991
 JZ3523_MARK LOGO: OH1610
 JZ3523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3523+STABILITY: SURFACE MOTION
 JZ3523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3523+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 JZ3523
 JZ3523  HISTORY     - Date     Condition        Report By
 JZ3523  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3523  HISTORY     - 19920226 GOOD             WOOLPT
 JZ3523  HISTORY     - 20031217 GOOD             GEOCAC
 JZ3523  HISTORY     - 20040510 GOOD             INDIV
 JZ3523
 JZ3523                          STATION DESCRIPTION
 JZ3523
 JZ3523'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3523'STATION IS LOCATED IN THE NORTHWEST CORNER OF PADDOCK HILLS BALLFIELDS
 JZ3523'ON TENNESSEE AVENUE IN CINCINNATI, OHIO. TO REACH FROM THE FEDERAL
 JZ3523'BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN CINCINNATI, PROCEED
 JZ3523'NORTH ALONG MAIN ST. FOR 0.41 MI (0.66 KM) TO CENTRAL PKY. TURN EAST
 JZ3523'ON CENTRAL PKY. FOR 1 BLOCK TO READING RD. TURN NORTHEAST ON READING
 JZ3523'RD. FOR 3.83 MI (6.16 KM) TO PADDOCK. TURN NORTH ON PADDOCK FOR 0.83
 JZ3523'MI (1.34 KM) TO TENNESSEE AVE. TO THE STATION. STATION IS SET FLUSH
 JZ3523'WITH THE GROUND AND IS 49.5 FT (15.1 M) EAST OF THE 6 FT (1.8 M)
 JZ3523'CHAINLINK FENCE RUNNING FROM NORTH TO SOUTH ON THE SOUTH SIDE OF
 JZ3523'TENNESSEE AVENUE, 83.0 FT (25.3 M) SOUTHWEST OF THE SOUTHWEST CORNER
 JZ3523'POST OF THE 6 FT (1.8 M) CHAINLINK FENCE EAST OF PAVED PARKING LOT
 JZ3523'SOUTH OF THE SAID TENNESSEE AVENUE, 81.5 FT (24.8 M) SOUTH OF THE
 JZ3523'EXTENSION OF 6 FT (1.8 M) CHAINLINK FENCE RUNNING FROM WEST TO EAST
 JZ3523'AND 38.0 FT (11.6 M) WEST OF THE EXTENSION OF THE WEST SIDE OF 2 1/2
 JZ3523'STORY BRICK APARTMENT NO. 931 ON SOUTH SIDE OF THE SAID TENNESSEE
 JZ3523'AVENUE.
 JZ3523
 JZ3523                          STATION RECOVERY (1992)
 JZ3523
 JZ3523'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ3523'STATION 7016 IS LOCATED IN THE PADDOCK HILLS BALLFIELDS OFF OF
 JZ3523'TENNESSEE AVENUE, IN THE SUBURB OF PADDOCK HILLS, IN CINCINNATI OHIO.
 JZ3523'THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING 83.0 FT SOUTHWEST
 JZ3523'OF A CORNER POST FOR A 6 FT CHAIN LINK FENCE, 49.5 FT EAST OF A 6 FT
 JZ3523'CHAIN LINK FENCE THAT REPRESENTS THE WEST BOUNDARY OF SAID PARK, 38.0
 JZ3523'FT WEST OF THE PRODUCED WEST END OF A 2 1/2 STORY BRICK APARTMENT
 JZ3523'BUILDING (HOUSE NO. 931) AND 81.5 FT SOUTH OF THE SOUTH EDGE OF AN
 JZ3523'ASPHALT PARKING LOT.
 JZ3523
 JZ3523                          STATION RECOVERY (2003)
 JZ3523
 JZ3523'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 JZ3523'RECOVERED IN GOOD CONDITION.
 JZ3523
 JZ3523                          STATION RECOVERY (2004)
 JZ3523
 JZ3523'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DJR)
 JZ3523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3589 ***********************************************************************
 JZ3589  DESIGNATION -  7017
 JZ3589  PID         -  JZ3589
 JZ3589  STATE/COUNTY-  OH/HAMILTON
 JZ3589  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3589
 JZ3589                         *CURRENT SURVEY CONTROL
 JZ3589  ___________________________________________________________________
 JZ3589* NAD 83(1986)-  39 10 04.     (N)    084 28 49.     (W)     SCALED    
 JZ3589* NAVD 88     -       160.291  (meters)     525.89   (feet)  ADJUSTED  
 JZ3589  ___________________________________________________________________
 JZ3589  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3589  DYNAMIC HT  -         160.190 (meters)     525.56  (feet)  COMP
 JZ3589  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 JZ3589
 JZ3589  VERT ORDER  -  SECOND    CLASS II
 JZ3589
 JZ3589.The horizontal coordinates were scaled from a topographic map and have
 JZ3589.an estimated accuracy of +/- 6 seconds.
 JZ3589
 JZ3589.The orthometric height was determined by differential leveling
 JZ3589.and adjusted by the National Geodetic Survey in March 1993..
 JZ3589
 JZ3589.The geoid height was determined by GEOID03.
 JZ3589
 JZ3589.The dynamic height is computed by dividing the NAVD 88
 JZ3589.geopotential number by the normal gravity value computed on the
 JZ3589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3589.degrees latitude (g = 980.6199 gals.).
 JZ3589
 JZ3589.The modeled gravity was interpolated from observed gravity values.
 JZ3589
 JZ3589;                    North         East    Units  Estimated Accuracy
 JZ3589;SPC OH S     -   131,520.      428,890.      MT  (+/- 180 meters Scaled)
 JZ3589
 JZ3589                          SUPERSEDED SURVEY CONTROL
 JZ3589
 JZ3589  NGVD 29 (08/25/92)  160.470  (m)          526.48   (f) ADJUSTED    2 2
 JZ3589
 JZ3589.Superseded values are not recommended for survey control.
 JZ3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3589.See file dsdata.txt to determine how the superseded data were derived.
 JZ3589
 JZ3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ176384(NAD 83)
 JZ3589_MARKER: DZ = AZIMUTH MARK DISK
 JZ3589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3589_SP_SET: CONCRETE POST
 JZ3589_STAMPING: 7017 1991
 JZ3589_MARK LOGO: OH1610
 JZ3589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3589+STABILITY: SURFACE MOTION
 JZ3589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3589+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JZ3589
 JZ3589  HISTORY     - Date     Condition        Report By
 JZ3589  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3589  HISTORY     - 20031217 MARK NOT FOUND   GEOCAC
 JZ3589
 JZ3589                          STATION DESCRIPTION
 JZ3589
 JZ3589'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3589'STATION 7017 IS LOCATED IN THE PADDOCK HILLS BALLFIELDS OFF OF
 JZ3589'PADDOCK ROAD AND TENNESSEE AVENUE, IN THE SUBURB OF PADDOCK HILLS, IN
 JZ3589'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3589'94.6 FT NORTHWEST OF THE SOUTH END OF A 6 FT CHAIN LINK FENCE THAT
 JZ3589'REPRESENTS THE EAST BOUNDARY OF SAID PARK, 91.5 FT SOUTHEAST OF THE
 JZ3589'NORTH END OF SAID FENCE THAT REPRESENTS THE NORTHEAST CORNER OF SAID
 JZ3589'PARK, AND 3.5 FT SOUTH OF THE SOUTH LINE PRODUCED OF A 2-1/2 STORY
 JZ3589'BUILDING (HOUSE NO. 4593) THAT IS LOCATED OUTSIDE OF THE PARK.
 JZ3589
 JZ3589                          STATION RECOVERY (2003)
 JZ3589
 JZ3589'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 JZ3589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3543 ***********************************************************************
 JZ3543  DESIGNATION -  7018
 JZ3543  PID         -  JZ3543
 JZ3543  STATE/COUNTY-  OH/HAMILTON
 JZ3543  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3543
 JZ3543                         *CURRENT SURVEY CONTROL
 JZ3543  ___________________________________________________________________
 JZ3543* NAD 83(1995)-  39 10 26.47848(N)    084 24 10.21938(W)     ADJUSTED  
 JZ3543* NAVD 88     -       237.1    (meters)     778.     (feet)  VERTCON   
 JZ3543  ___________________________________________________________________
 JZ3543  X           -     482,918.446 (meters)                     COMP
 JZ3543  Y           -  -4,927,697.197 (meters)                     COMP
 JZ3543  Z           -   4,007,440.781 (meters)                     COMP
 JZ3543  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 JZ3543  ELLIP HEIGHT-         203.03  (meters)          (10/07/05) GPS OBS
 JZ3543  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3543
 JZ3543  HORZ ORDER  -  FIRST
 JZ3543  ELLP ORDER  -  FOURTH    CLASS I
 JZ3543
 JZ3543.The horizontal coordinates were established by GPS observations
 JZ3543.and adjusted by the National Geodetic Survey in April 1998..
 JZ3543
 JZ3543.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3543
 JZ3543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3543
 JZ3543.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3543
 JZ3543.The ellipsoidal height was determined by GPS observations
 JZ3543.and is referenced to NAD 83.
 JZ3543
 JZ3543.The geoid height was determined by GEOID03.
 JZ3543
 JZ3543;                    North         East     Units Scale Factor Converg.
 JZ3543;SPC OH S     -   132,064.143   435,590.067   MT  0.99994261   -1 12 26.6
 JZ3543;SPC KY1Z     - 1,316,136.583 1,616,428.138   MT  1.00016189   +0 49 37.6
 JZ3543;SPC KY1Z     - 4,318,024.77  5,303,231.32   sFT  1.00016189   +0 49 37.6
 JZ3543;SPC KY N     -   185,832.205   486,792.127   MT  1.00003810   -0 05 42.3
 JZ3543;SPC KY N     -   609,684.49  1,597,083.84   sFT  1.00003810   -0 05 42.3
 JZ3543;UTM  16      - 4,339,301.517   724,356.507   MT  1.00021983   +1 38 28.5
 JZ3543
 JZ3543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3543!SPC OH S     -   0.99996815  x   0.99994261  =   0.99991076
 JZ3543!SPC KY1Z     -   0.99996815  x   1.00016189  =   1.00013003
 JZ3543!SPC KY N     -   0.99996815  x   1.00003810  =   1.00000625
 JZ3543!UTM  16      -   0.99996815  x   1.00021983  =   1.00018797
 JZ3543
 JZ3543                          SUPERSEDED SURVEY CONTROL
 JZ3543
 JZ3543  ELLIP H (04/01/98)  203.09   (m)                       GP(       ) 4 1
 JZ3543  NAD 83(1995)-  39 10 26.48460(N)    084 24 10.22684(W) AD(       ) 1
 JZ3543  NAD 83(1986)-  39 10 26.48202(N)    084 24 10.23006(W) AD(       ) 1
 JZ3543  NGVD 29 (05/06/92)  237.3    (m)          779.     (f) GPS OBS        
 JZ3543
 JZ3543.Superseded values are not recommended for survey control.
 JZ3543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3543.See file dsdata.txt to determine how the superseded data were derived.
 JZ3543
 JZ3543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2435739302(NAD 83)
 JZ3543_MARKER: DE = TRAVERSE STATION DISK
 JZ3543_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3543_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3543_STAMPING: 7018 1991
 JZ3543_MARK LOGO: OH1610
 JZ3543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3543+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JZ3543
 JZ3543  HISTORY     - Date     Condition        Report By
 JZ3543  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3543  HISTORY     - 20040324 GOOD             GEOCAC
 JZ3543
 JZ3543                          STATION DESCRIPTION
 JZ3543
 JZ3543'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3543'STATION IS LOCATED AT THE OVERLOOK AREA IN DRAKE PARK IN CINCINNATI,
 JZ3543'OHIO. TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3543'DOWNTOWN CINCINNATI, PROCEED EAST ALONG 5TH ST. TO I-71 NORTH
 JZ3543'ENTRANCE RAMP. TURN NORTH ON I-71 TO EXIT NO. 9 AT RED BANK EXPY.
 JZ3543'TURN SOUTH ON RED BANK EXPY. TO DUCK CREEK RD. TURN WEST ON DUCK
 JZ3543'CREEK RD. FOR 1 BLOCK TO RED BANK ROAD. TURN NORTH ON RED BANK RD.
 JZ3543'FOR 0.78 MI (1.26 KM) TO DRAKE PARK TO THE STATION. STATION IS SET
 JZ3543'FLUSH WITH THE GROUND AND IS 74.6 FT (22.7 M) SOUTHEAST OF THE
 JZ3543'WESTERNMOST CROSS NOTCH CUT ON TOP OF THE SOUTH CONCRETE CURB OF
 JZ3543'MACADAM DRIVE, 80.2 FT (24.4 M) SOUTH OF THE MIDDLE CROSS NOTCH WHICH
 JZ3543'IS 17.8 FT (5.4 M) EAST OF THE WESTERNMOST CROSS NOTCH AND 95.2 FT
 JZ3543'(29.0 M) SOUTHWEST OF THE EASTERNMOST CROSS NOTCH WHICH IS 28.0 FT
 JZ3543'(8.5 M) EAST OF THE MIDDLE CROSS NOTCH CUT ON TOP OF THE SAID
 JZ3543'CONCRETE CURB.
 JZ3543
 JZ3543                          STATION RECOVERY (2004)
 JZ3543
 JZ3543'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ3543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3566 ***********************************************************************
 JZ3566  DESIGNATION -  7019
 JZ3566  PID         -  JZ3566
 JZ3566  STATE/COUNTY-  OH/HAMILTON
 JZ3566  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3566
 JZ3566                         *CURRENT SURVEY CONTROL
 JZ3566  ___________________________________________________________________
 JZ3566* NAD 83(1986)-  39 08 02.     (N)    084 36 17.     (W)     SCALED    
 JZ3566* NAVD 88     -       280.497  (meters)     920.26   (feet)  ADJUSTED  
 JZ3566  ___________________________________________________________________
 JZ3566  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3566  DYNAMIC HT  -         280.321 (meters)     919.69  (feet)  COMP
 JZ3566  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JZ3566
 JZ3566  VERT ORDER  -  SECOND    CLASS II
 JZ3566
 JZ3566.The horizontal coordinates were scaled from a topographic map and have
 JZ3566.an estimated accuracy of +/- 6 seconds.
 JZ3566
 JZ3566.The orthometric height was determined by differential leveling
 JZ3566.and adjusted by the National Geodetic Survey in March 1993..
 JZ3566
 JZ3566.The geoid height was determined by GEOID03.
 JZ3566
 JZ3566.The dynamic height is computed by dividing the NAVD 88
 JZ3566.geopotential number by the normal gravity value computed on the
 JZ3566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3566.degrees latitude (g = 980.6199 gals.).
 JZ3566
 JZ3566.The modeled gravity was interpolated from observed gravity values.
 JZ3566
 JZ3566;                    North         East    Units  Estimated Accuracy
 JZ3566;SPC OH S     -   128,000.      418,050.      MT  (+/- 180 meters Scaled)
 JZ3566
 JZ3566                          SUPERSEDED SURVEY CONTROL
 JZ3566
 JZ3566  NGVD 29 (08/25/92)  280.679  (m)          920.86   (f) ADJUSTED    2 2
 JZ3566
 JZ3566.Superseded values are not recommended for survey control.
 JZ3566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3566.See file dsdata.txt to determine how the superseded data were derived.
 JZ3566
 JZ3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ070343(NAD 83)
 JZ3566_MARKER: DZ = AZIMUTH MARK DISK
 JZ3566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3566_SP_SET: CONCRETE POST
 JZ3566_STAMPING: 7019 1991
 JZ3566_MARK LOGO: OH1610
 JZ3566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3566+STABILITY: SURFACE MOTION
 JZ3566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3566+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JZ3566
 JZ3566  HISTORY     - Date     Condition        Report By
 JZ3566  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3566  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ3566
 JZ3566                          STATION DESCRIPTION
 JZ3566
 JZ3566'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3566'STATION 7019 IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION
 JZ3566'OF FERGUSON ROAD AND THE ENTRANCE TO DATER JUNIOR HIGH SCHOOL, IN THE
 JZ3566'SUBURB OF WESTWOOD, IN CINCINNATI OHIO.  THE STATION IS MORE
 JZ3566'PARTICULARLY DESCRIBED AS BEING 33.7 FT NORTHWEST OF A TELEPHONE POLE
 JZ3566'(NO.  J9-203E), 30.5 FT SOUTHEAST OF A TELEPHONE MANHOLE THAT IS
 JZ3566'LOCATED ON THE WEST SIDE OF FERGUSON ROAD OPPOSITE THE SCHOOL
 JZ3566'ENTRANCE AND 3.4 FT WEST OF THE WEST EDGE OF A CONCRETE WALK THAT
 JZ3566'RUNS ALONG SAID FERGUSON ROAD.
 JZ3566
 JZ3566                          STATION RECOVERY (2004)
 JZ3566
 JZ3566'RECOVERY NOTE BY GEOCACHING 2004
 JZ3566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3524 ***********************************************************************
 JZ3524  DESIGNATION -  7020
 JZ3524  PID         -  JZ3524
 JZ3524  STATE/COUNTY-  OH/HAMILTON
 JZ3524  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3524
 JZ3524                         *CURRENT SURVEY CONTROL
 JZ3524  ___________________________________________________________________
 JZ3524* NAD 83(1995)-  39 11 25.18396(N)    084 31 25.77354(W)     ADJUSTED  
 JZ3524* NAVD 88     -       215.0    (meters)     705.     (feet)  VERTCON   
 JZ3524  ___________________________________________________________________
 JZ3524  X           -     472,401.136 (meters)                     COMP
 JZ3524  Y           -  -4,927,550.347 (meters)                     COMP
 JZ3524  Z           -   4,008,830.211 (meters)                     COMP
 JZ3524  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 JZ3524  ELLIP HEIGHT-         180.99  (meters)          (10/07/05) GPS OBS
 JZ3524  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ3524
 JZ3524  HORZ ORDER  -  FIRST
 JZ3524  ELLP ORDER  -  FOURTH    CLASS I
 JZ3524
 JZ3524.The horizontal coordinates were established by GPS observations
 JZ3524.and adjusted by the National Geodetic Survey in April 1998..
 JZ3524
 JZ3524.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3524
 JZ3524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3524
 JZ3524.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3524
 JZ3524.The ellipsoidal height was determined by GPS observations
 JZ3524.and is referenced to NAD 83.
 JZ3524
 JZ3524.The geoid height was determined by GEOID03.
 JZ3524
 JZ3524;                    North         East     Units Scale Factor Converg.
 JZ3524;SPC OH S     -   134,101.268   425,178.738   MT  0.99994161   -1 17 03.0
 JZ3524;UTM  16      - 4,340,819.010   713,854.177   MT  1.00016315   +1 33 55.0
 JZ3524
 JZ3524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3524!SPC OH S     -   0.99997160  x   0.99994161  =   0.99991322
 JZ3524!UTM  16      -   0.99997160  x   1.00016315  =   1.00013475
 JZ3524
 JZ3524                          SUPERSEDED SURVEY CONTROL
 JZ3524
 JZ3524  ELLIP H (04/01/98)  181.04   (m)                       GP(       ) 4 1
 JZ3524  NAD 83(1995)-  39 11 25.19023(N)    084 31 25.78088(W) AD(       ) 1
 JZ3524  NAD 83(1986)-  39 11 25.18828(N)    084 31 25.78413(W) AD(       ) 1
 JZ3524  NGVD 29 (05/06/92)  215.2    (m)          706.     (f) GPS OBS        
 JZ3524
 JZ3524.Superseded values are not recommended for survey control.
 JZ3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3524.See file dsdata.txt to determine how the superseded data were derived.
 JZ3524
 JZ3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1385440819(NAD 83)
 JZ3524_MARKER: DE = TRAVERSE STATION DISK
 JZ3524_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3524_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3524_STAMPING: 7020 1991
 JZ3524_MARK LOGO: OH1610
 JZ3524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3524+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JZ3524
 JZ3524  HISTORY     - Date     Condition        Report By
 JZ3524  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3524
 JZ3524                          STATION DESCRIPTION
 JZ3524
 JZ3524'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3524'STATION IS LOCATED AT THE CAPE HIGH SCHOOL BALLFIELD IN THE SOUTHEAST
 JZ3524'CORNER OF THE INTERSECTION OF WINTON ROAD AND DUTCH COLONY DRIVE IN
 JZ3524'CINCINNATI, OHIO. TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND
 JZ3524'MAIN STREETS IN DOWNTOWN CINCINNATI, PROCEED NORTH ALONG MAIN ST. FOR
 JZ3524'1 BLOCK TO 6TH ST. TURN WEST ON 6TH ST. TO I-75 NORTH ENTRANCE RAMP.
 JZ3524'TURN NORTH ON I-75 TO EXIT NO. 6 AT MITCHELL AVE. TURN NORTHWEST ON
 JZ3524'MITCHELL AVE. FOR 0.73 MI (1.17 KM) TO DERBY. TURN WEST ON DERBY FOR
 JZ3524'0.29 MI (0.47 KM) TO WINTON RD. TURN NORTH ON WINTON RD. FOR 1.33 MI
 JZ3524'(2.14 KM) TO DUTCH COLONY RD. TO THE STATION. STATION IS SET FLUSH
 JZ3524'WITH THE GROUND AND IS 12.7 FT (3.9 M) EAST OF THE EAST CONCRETE CURB
 JZ3524'LINE ALONG WINTON ROAD, 43.7 FT (13.3 M) SOUTHEAST OF MANHOLE LOCATED
 JZ3524'ALONG THE CENTERLINE OF THE SAID WINTON ROAD, 34.6 FT (10.5 M)
 JZ3524'SOUTHWEST OF NORTHWEST CORNER OF PAVED PARKING LOT ON THE SOUTH SIDE
 JZ3524'OF DUTCH COLONY DRIVE AND 32.4 FT (9.9 M) NORTHWEST OF SOUTHWEST
 JZ3524'CORNER OF PAVED PARKING LOT ON THE SOUTH SIDE OF THE SAID DUTCH
 JZ3524'COLONY DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3531 ***********************************************************************
 JZ3531  DESIGNATION -  7023
 JZ3531  PID         -  JZ3531
 JZ3531  STATE/COUNTY-  OH/HAMILTON
 JZ3531  USGS QUAD   -  COVINGTON (1987)
 JZ3531
 JZ3531                         *CURRENT SURVEY CONTROL
 JZ3531  ___________________________________________________________________
 JZ3531* NAD 83(1995)-  39 05 58.47740(N)    084 35 43.60962(W)     ADJUSTED  
 JZ3531* NAVD 88     -       257.064  (meters)     843.38   (feet)  ADJUSTED  
 JZ3531  ___________________________________________________________________
 JZ3531  X           -     466,843.349 (meters)                     COMP
 JZ3531  Y           -  -4,934,501.585 (meters)                     COMP
 JZ3531  Z           -   4,001,042.682 (meters)                     COMP
 JZ3531  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 JZ3531  ELLIP HEIGHT-         222.94  (meters)          (10/07/05) GPS OBS
 JZ3531  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3531  DYNAMIC HT  -         256.902 (meters)     842.85  (feet)  COMP
 JZ3531  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 JZ3531
 JZ3531  HORZ ORDER  -  FIRST
 JZ3531  VERT ORDER  -  SECOND    CLASS II
 JZ3531  ELLP ORDER  -  FOURTH    CLASS I
 JZ3531
 JZ3531.The horizontal coordinates were established by GPS observations
 JZ3531.and adjusted by the National Geodetic Survey in April 1998..
 JZ3531
 JZ3531.The orthometric height was determined by differential leveling
 JZ3531.and adjusted by the National Geodetic Survey in March 1993..
 JZ3531
 JZ3531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3531
 JZ3531.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3531
 JZ3531.The ellipsoidal height was determined by GPS observations
 JZ3531.and is referenced to NAD 83.
 JZ3531
 JZ3531.The geoid height was determined by GEOID03.
 JZ3531
 JZ3531.The dynamic height is computed by dividing the NAVD 88
 JZ3531.geopotential number by the normal gravity value computed on the
 JZ3531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3531.degrees latitude (g = 980.6199 gals.).
 JZ3531
 JZ3531.The modeled gravity was interpolated from observed gravity values.
 JZ3531
 JZ3531;                    North         East     Units Scale Factor Converg.
 JZ3531;SPC OH S     -   124,170.545   418,759.316   MT  0.99994819   -1 19 46.6
 JZ3531;SPC KY1Z     - 1,307,648.162 1,599,885.178   MT  1.00013317   +0 42 31.9
 JZ3531;SPC KY1Z     - 4,290,175.68  5,248,956.62   sFT  1.00013317   +0 42 31.9
 JZ3531;SPC KY N     -   177,612.322   470,116.534   MT  1.00002291   -0 12 53.6
 JZ3531;SPC KY N     -   582,716.43  1,542,374.00   sFT  1.00002291   -0 12 53.6
 JZ3531;UTM  16      - 4,330,579.513   707,934.908   MT  1.00013241   +1 31 01.3
 JZ3531
 JZ3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3531!SPC OH S     -   0.99996502  x   0.99994819  =   0.99991321
 JZ3531!SPC KY1Z     -   0.99996502  x   1.00013317  =   1.00009819
 JZ3531!SPC KY N     -   0.99996502  x   1.00002291  =   0.99998793
 JZ3531!UTM  16      -   0.99996502  x   1.00013241  =   1.00009743
 JZ3531
 JZ3531                          SUPERSEDED SURVEY CONTROL
 JZ3531
 JZ3531  ELLIP H (04/01/98)  223.00   (m)                       GP(       ) 4 1
 JZ3531  NAD 83(1995)-  39 05 58.48395(N)    084 35 43.61677(W) AD(       ) 1
 JZ3531  NAD 83(1986)-  39 05 58.48190(N)    084 35 43.62007(W) AD(       ) 1
 JZ3531  NGVD 29 (08/25/92)  257.245  (m)          843.98   (f) ADJUSTED    2 2
 JZ3531
 JZ3531.Superseded values are not recommended for survey control.
 JZ3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3531.See file dsdata.txt to determine how the superseded data were derived.
 JZ3531
 JZ3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0793530580(NAD 83)
 JZ3531_MARKER: DE = TRAVERSE STATION DISK
 JZ3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3531_SP_SET: CONCRETE POST
 JZ3531_STAMPING: 7023 1991
 JZ3531_MARK LOGO: OH1610
 JZ3531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3531+STABILITY: SURFACE MOTION
 JZ3531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3531+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1991
 JZ3531
 JZ3531  HISTORY     - Date     Condition        Report By
 JZ3531  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3531  HISTORY     - 19911118 GOOD             WOOLPT
 JZ3531  HISTORY     - 20041204 GOOD             GEOCAC
 JZ3531
 JZ3531                          STATION DESCRIPTION
 JZ3531
 JZ3531'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3531'STATION IS LOCATED ON THE SOUTH SIDE OF FEHR ROAD AT EDWARDS PARK IN
 JZ3531'CINCINNATI, OHIO. TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND
 JZ3531'MAIN STREETS IN DOWNTOWN CINCINNATI, PROCEED NORTH ALONG MAIN ST. FOR
 JZ3531'1 BLOCK TO 6TH ST. TURN WEST ON 6TH ST. THAT CHANGES TO U.S. 50 FOR
 JZ3531'3.45 MI (5.55 KM) TO DELHI AVE. TURN NORTHWEST ON DELHI AVE. FOR 1.51
 JZ3531'MI (2.43 KM) TO MAYHEW AVE. TURN WEST ON MAYHEW FOR 1 BLOCK TO LEATH
 JZ3531'AVE. TURN NORTH ON LEATH AVE. FOR 0.27 MI (0.43 KM) TO FEHR RD. TURN
 JZ3531'WEST ON FEHR RD. FOR 0.23 MI (0.37 KM) TO SOUTH DELRIDGE TO THE
 JZ3531'STATION.  STATION IS SET FLUSH WITH THE GROUND AND IS 78.5 FT
 JZ3531'(23.9 M) EAST OF THE EASTERMOST EDGE OF MACADAM PATH SOUTH OF FEHR
 JZ3531'ROAD, 96.0 FT (29.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF CONCRETE
 JZ3531'WATER FOUNTAIN BASE EAST OF THE MACADAM PATH AND 149.4 FT (45.5 M)
 JZ3531'NORTH OF SHELTER BUILDING AT EDWARDS PARK.
 JZ3531
 JZ3531                          STATION RECOVERY (1991)
 JZ3531
 JZ3531'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3531'STATION 7023 IS LOCATED IN EDWARDS PARK ON THE SOUTH SIDE OF FEHR
 JZ3531'ROAD, IN THE SUBURB OF PRICE HILL, IN CINCINNATI OHIO.  THE STATION
 JZ3531'IS MORE PARTICULARLY DESCRIBED AS BEING 149.4 FT NORTH OF THE NORTH
 JZ3531'EDGE OF THE SHELTER BUILDING, 96.0 FT SOUTHEAST OF THE SOUTHEAST
 JZ3531'CORNER OF A CONCRETE BASE FOR A WATER FOUNTAIN AND 78.5 FT EAST OF
 JZ3531'THE EAST EDGE OF AN ASPHALT PATH.
 JZ3531
 JZ3531                          STATION RECOVERY (2004)
 JZ3531
 JZ3531'RECOVERY NOTE BY GEOCACHING 2004
 JZ3531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3534 ***********************************************************************
 JZ3534  DESIGNATION -  7024
 JZ3534  PID         -  JZ3534
 JZ3534  STATE/COUNTY-  OH/HAMILTON
 JZ3534  USGS QUAD   -  COVINGTON (1987)
 JZ3534
 JZ3534                         *CURRENT SURVEY CONTROL
 JZ3534  ___________________________________________________________________
 JZ3534* NAD 83(1995)-  39 05 35.35584(N)    084 33 51.76625(W)     ADJUSTED  
 JZ3534* NAVD 88     -       250.809  (meters)     822.86   (feet)  ADJUSTED  
 JZ3534  ___________________________________________________________________
 JZ3534  X           -     469,561.062 (meters)                     COMP
 JZ3534  Y           -  -4,934,690.556 (meters)                     COMP
 JZ3534  Z           -   4,000,485.364 (meters)                     COMP
 JZ3534  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JZ3534  ELLIP HEIGHT-         216.71  (meters)          (10/07/05) GPS OBS
 JZ3534  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3534  DYNAMIC HT  -         250.652 (meters)     822.35  (feet)  COMP
 JZ3534  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JZ3534
 JZ3534  HORZ ORDER  -  FIRST
 JZ3534  VERT ORDER  -  SECOND    CLASS II
 JZ3534  ELLP ORDER  -  FOURTH    CLASS I
 JZ3534
 JZ3534.The horizontal coordinates were established by GPS observations
 JZ3534.and adjusted by the National Geodetic Survey in April 1998..
 JZ3534
 JZ3534.The orthometric height was determined by differential leveling
 JZ3534.and adjusted by the National Geodetic Survey in March 1993..
 JZ3534
 JZ3534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3534
 JZ3534.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3534
 JZ3534.The ellipsoidal height was determined by GPS observations
 JZ3534.and is referenced to NAD 83.
 JZ3534
 JZ3534.The geoid height was determined by GEOID03.
 JZ3534
 JZ3534.The dynamic height is computed by dividing the NAVD 88
 JZ3534.geopotential number by the normal gravity value computed on the
 JZ3534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3534.degrees latitude (g = 980.6199 gals.).
 JZ3534
 JZ3534.The modeled gravity was interpolated from observed gravity values.
 JZ3534
 JZ3534;                    North         East     Units Scale Factor Converg.
 JZ3534;SPC OH S     -   123,395.847   421,429.663   MT  0.99994875   -1 18 35.6
 JZ3534;SPC KY1Z     - 1,306,968.800 1,602,581.883   MT  1.00013077   +0 43 40.5
 JZ3534;SPC KY1Z     - 4,287,946.80  5,257,804.06   sFT  1.00013077   +0 43 40.5
 JZ3534;SPC KY N     -   176,889.658   472,801.643   MT  1.00002168   -0 11 44.0
 JZ3534;SPC KY N     -   580,345.49  1,551,183.39   sFT  1.00002168   -0 11 44.0
 JZ3534;UTM  16      - 4,329,938.258   710,640.949   MT  1.00014636   +1 32 11.1
 JZ3534
 JZ3534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3534!SPC OH S     -   0.99996600  x   0.99994875  =   0.99991475
 JZ3534!SPC KY1Z     -   0.99996600  x   1.00013077  =   1.00009677
 JZ3534!SPC KY N     -   0.99996600  x   1.00002168  =   0.99998768
 JZ3534!UTM  16      -   0.99996600  x   1.00014636  =   1.00011236
 JZ3534
 JZ3534|---------------------------------------------------------------------|
 JZ3534| PID    Reference Object                     Distance      Geod. Az  |
 JZ3534|                                                           dddmmss.s |
 JZ3534| JZ3535 6981                                357.586 METERS 29857     |
 JZ3534|---------------------------------------------------------------------|
 JZ3534
 JZ3534                          SUPERSEDED SURVEY CONTROL
 JZ3534
 JZ3534  ELLIP H (04/01/98)  216.78   (m)                       GP(       ) 4 1
 JZ3534  NAD 83(1995)-  39 05 35.36241(N)    084 33 51.77336(W) AD(       ) 1
 JZ3534  NAD 83(1986)-  39 05 35.36035(N)    084 33 51.77665(W) AD(       ) 1
 JZ3534  NGVD 29 (08/25/92)  250.991  (m)          823.46   (f) ADJUSTED    2 2
 JZ3534
 JZ3534.Superseded values are not recommended for survey control.
 JZ3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3534.See file dsdata.txt to determine how the superseded data were derived.
 JZ3534
 JZ3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1064129938(NAD 83)
 JZ3534_MARKER: DE = TRAVERSE STATION DISK
 JZ3534_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3534_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3534_STAMPING: 7024 1991
 JZ3534_MARK LOGO: OH1610
 JZ3534_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3534+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1991
 JZ3534
 JZ3534  HISTORY     - Date     Condition        Report By
 JZ3534  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3534  HISTORY     - 19911113 GOOD             WOOLPT
 JZ3534  HISTORY     - 19940406 GOOD             WOOLPT
 JZ3534  HISTORY     - 20041204 GOOD             GEOCAC
 JZ3534
 JZ3534                          STATION DESCRIPTION
 JZ3534
 JZ3534'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3534'STATION IS LOCATED AT THE CONCRETE BENCH SOUTHWEST OF THE FLAG POLE
 JZ3534'ALONG THE CONCRETE WALK SOUTH OF THE MACADAM DRIVE IN MT. ECHO PARK
 JZ3534'IN CINCINNATI, OHIO. TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND
 JZ3534'MAIN STREETS IN DOWNTOWN CINCINNATI, PROCEED NORTH ALONG MAIN ST. FOR
 JZ3534'1 BLOCK TO 6TH ST. TURN WEST ON 6TH ST. THAT CHANGES TO U.S. 50 FOR
 JZ3534'3.21 MI (5.17 KM) TO MT. ECHO PARK TO THE STATION.
 JZ3534
 JZ3534                          STATION RECOVERY (1991)
 JZ3534
 JZ3534'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3534'STATION 7024 IS LOCATED IN A CONCRETE BENCH IN MT.  ECHO PARK, ON
 JZ3534'ELBERON AVENUE, ONE BLOCK NORTH OF PURCELL AVENUE, IN THE SUBURB OF
 JZ3534'PRICE HILL, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY
 JZ3534'DESCRIBED AS BEING SET INTO THE TOP OF A CONCRETE BENCH THAT IS
 JZ3534'POSITIONED PERMANENTLY TO THE CONCRETE SIDEWALK AND IS LOCATED IN
 JZ3534'FRONT OF THE MT.  ECHO SHELTER OVERLOOKING THE OHIO RIVER AND THE
 JZ3534'KENTUCKY HILLSIDE.
 JZ3534
 JZ3534                          STATION RECOVERY (1994)
 JZ3534
 JZ3534'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1994 (MT)
 JZ3534'RECOVERED AS DESCRIBED.
 JZ3534
 JZ3534                          STATION RECOVERY (2004)
 JZ3534
 JZ3534'RECOVERY NOTE BY GEOCACHING 2004
 JZ3534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3528 ***********************************************************************
 JZ3528  DESIGNATION -  7025
 JZ3528  PID         -  JZ3528
 JZ3528  STATE/COUNTY-  OH/HAMILTON
 JZ3528  USGS QUAD   -  COVINGTON (1987)
 JZ3528
 JZ3528                         *CURRENT SURVEY CONTROL
 JZ3528  ___________________________________________________________________
 JZ3528* NAD 83(1995)-  39 07 27.53067(N)    084 36 04.81038(W)     ADJUSTED  
 JZ3528* NAVD 88     -       282.007  (meters)     925.22   (feet)  ADJUSTED  
 JZ3528  ___________________________________________________________________
 JZ3528  X           -     466,174.980 (meters)                     COMP
 JZ3528  Y           -  -4,932,844.041 (meters)                     COMP
 JZ3528  Z           -   4,003,189.384 (meters)                     COMP
 JZ3528  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 JZ3528  ELLIP HEIGHT-         247.94  (meters)          (10/07/05) GPS OBS
 JZ3528  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3528  DYNAMIC HT  -         281.829 (meters)     924.63  (feet)  COMP
 JZ3528  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 JZ3528
 JZ3528  HORZ ORDER  -  FIRST
 JZ3528  VERT ORDER  -  SECOND    CLASS II
 JZ3528  ELLP ORDER  -  FOURTH    CLASS I
 JZ3528
 JZ3528.The horizontal coordinates were established by GPS observations
 JZ3528.and adjusted by the National Geodetic Survey in April 1998..
 JZ3528
 JZ3528.The orthometric height was determined by differential leveling
 JZ3528.and adjusted by the National Geodetic Survey in March 1993..
 JZ3528
 JZ3528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3528
 JZ3528.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3528
 JZ3528.The ellipsoidal height was determined by GPS observations
 JZ3528.and is referenced to NAD 83.
 JZ3528
 JZ3528.The geoid height was determined by GEOID03.
 JZ3528
 JZ3528.The dynamic height is computed by dividing the NAVD 88
 JZ3528.geopotential number by the normal gravity value computed on the
 JZ3528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3528.degrees latitude (g = 980.6199 gals.).
 JZ3528
 JZ3528.The modeled gravity was interpolated from observed gravity values.
 JZ3528
 JZ3528;                    North         East     Units Scale Factor Converg.
 JZ3528;SPC OH S     -   126,927.738   418,313.943   MT  0.99994615   -1 20 00.0
 JZ3528;SPC KY1Z     - 1,310,388.290 1,599,341.907   MT  1.00014252   +0 42 18.8
 JZ3528;SPC KY1Z     - 4,299,165.58  5,247,174.24   sFT  1.00014252   +0 42 18.8
 JZ3528;SPC KY N     -   180,360.544   469,617.566   MT  1.00002777   -0 13 06.8
 JZ3528;SPC KY N     -   591,732.88  1,540,736.96   sFT  1.00002777   -0 13 06.8
 JZ3528;UTM  16      - 4,333,311.684   707,353.029   MT  1.00012943   +1 30 50.8
 JZ3528
 JZ3528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3528!SPC OH S     -   0.99996110  x   0.99994615  =   0.99990725
 JZ3528!SPC KY1Z     -   0.99996110  x   1.00014252  =   1.00010362
 JZ3528!SPC KY N     -   0.99996110  x   1.00002777  =   0.99998887
 JZ3528!UTM  16      -   0.99996110  x   1.00012943  =   1.00009053
 JZ3528
 JZ3528                          SUPERSEDED SURVEY CONTROL
 JZ3528
 JZ3528  ELLIP H (04/01/98)  248.00   (m)                       GP(       ) 4 1
 JZ3528  NAD 83(1995)-  39 07 27.53720(N)    084 36 04.81754(W) AD(       ) 1
 JZ3528  NAD 83(1986)-  39 07 27.53516(N)    084 36 04.82084(W) AD(       ) 1
 JZ3528  NGVD 29 (08/25/92)  282.188  (m)          925.81   (f) ADJUSTED    2 2
 JZ3528
 JZ3528.Superseded values are not recommended for survey control.
 JZ3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3528.See file dsdata.txt to determine how the superseded data were derived.
 JZ3528
 JZ3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0735333312(NAD 83)
 JZ3528_MARKER: DE = TRAVERSE STATION DISK
 JZ3528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3528_SP_SET: CONCRETE POST
 JZ3528_STAMPING: 7025 1991
 JZ3528_MARK LOGO: OH1610
 JZ3528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3528+STABILITY: SURFACE MOTION
 JZ3528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3528+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 JZ3528
 JZ3528  HISTORY     - Date     Condition        Report By
 JZ3528  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3528  HISTORY     - 19911121 GOOD             WOOLPT
 JZ3528  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ3528  HISTORY     - 20060601 GOOD             GEOCAC
 JZ3528
 JZ3528                          STATION DESCRIPTION
 JZ3528
 JZ3528'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3528'STATION IS LOCATED AT THE EAST SIDE OF FERGUSON ROAD AND SOUTH OF
 JZ3528'ENTRANCE DRIVEWAY TO WESTERN HILLS HIGH SCHOOL IN CINCINNATI,
 JZ3528'OHIO. TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3528'DOWNTOWN CINCINNATI, PROCEED NORTH ALONG MAIN ST. FOR 4 BLOCKS TO 9TH
 JZ3528'ST. TURN WEST ON 9TH ST. THAT MERGES WITH 8TH ST. FOR 2.26 MI
 JZ3528'(3.64 KM) TO GLENWAY AVE. TURN NORTHWEST ON GLENWAY AVE. FOR 3.29 MI
 JZ3528'(5.29 KM) TO FERGUSON RD. TURN NORTH ON FERGUSON RD. FOR 0.20 MI
 JZ3528'(0.32 KM) TO THE ENTRANCE DRIVEWAY OF WESTERN HILLS HIGH SCHOOL TO
 JZ3528'THE STATION. STATION IS SET FLUSH WITH THE GROUND AND IS 4.8 FT
 JZ3528'(1.5 M) WEST OF THE WESTERNMOST EDGE OF CONCRETE WALK ON THE EAST
 JZ3528'SIDE OF FERGUSON ROAD, 54.3 FT (16.6 M) SOUTHEAST OF MANHOLE ON THE
 JZ3528'EAST SIDE OF THE SAID FERGUSON ROAD, 70.9 FT (21.6 M) NORTHEAST OF
 JZ3528'ANOTHER MANHOLE ON THE EAST SIDE OF THE SAID FERGUSON ROAD AND 15.1
 JZ3528'FT (4.6 M) EAST OF THE EASTERMOST EDGE OF CONCRETE CURB ALONG THE
 JZ3528'SAID FERGUSON ROAD.
 JZ3528
 JZ3528                          STATION RECOVERY (1991)
 JZ3528
 JZ3528'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3528'STATION 7025 IS LOCATED ON THE EAST SIDE OF FERGUSON ROAD AND THE
 JZ3528'SOUTH ENTRANCE TO WESTERN HILLS HIGH SCHOOL, IN THE SUBURB OF
 JZ3528'COVEDALE, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY
 JZ3528'DESCRIBED AS BEING SET IN THE GRASS JUST SOUTH OF THE HIGH SCHOOL
 JZ3528'ENTRANCE BETWEEN FERGUSON ROAD AND A CONCRETE WALK THAT RUNS IN FRONT
 JZ3528'OF THE HIGH SCHOOL, 70.9 FT NORTHEAST OF A MANHOLE, 54.3 FT SOUTHEAST
 JZ3528'OF A MANHOLE, 15.1 FT EAST OF THE EAST CURB OF FERGUSON ROAD AND 4.8
 JZ3528'FT WEST OF THE WEST EDGE OF SAID CONCRETE SIDEWALK.
 JZ3528
 JZ3528                          STATION RECOVERY (2004)
 JZ3528
 JZ3528'RECOVERY NOTE BY GEOCACHING 2004
 JZ3528'MARK NOT FOUND.
 JZ3528
 JZ3528                          STATION RECOVERY (2006)
 JZ3528
 JZ3528'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3528'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3545 ***********************************************************************
 JZ3545  DESIGNATION -  7026
 JZ3545  PID         -  JZ3545
 JZ3545  STATE/COUNTY-  OH/HAMILTON
 JZ3545  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3545
 JZ3545                         *CURRENT SURVEY CONTROL
 JZ3545  ___________________________________________________________________
 JZ3545* NAD 83(1995)-  39 08 15.67373(N)    084 28 54.11928(W)     ADJUSTED  
 JZ3545* NAVD 88     -       211.270  (meters)     693.14   (feet)  ADJUSTED  
 JZ3545  ___________________________________________________________________
 JZ3545  X           -     476,378.598 (meters)                     COMP
 JZ3545  Y           -  -4,930,872.635 (meters)                     COMP
 JZ3545  Z           -   4,004,296.437 (meters)                     COMP
 JZ3545  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 JZ3545  ELLIP HEIGHT-         177.21  (meters)          (10/07/05) GPS OBS
 JZ3545  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3545  DYNAMIC HT  -         211.136 (meters)     692.70  (feet)  COMP
 JZ3545  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 JZ3545
 JZ3545  HORZ ORDER  -  FIRST
 JZ3545  VERT ORDER  -  SECOND    CLASS II
 JZ3545  ELLP ORDER  -  FOURTH    CLASS I
 JZ3545
 JZ3545.The horizontal coordinates were established by GPS observations
 JZ3545.and adjusted by the National Geodetic Survey in April 1998..
 JZ3545
 JZ3545.The orthometric height was determined by differential leveling
 JZ3545.and adjusted by the National Geodetic Survey in March 1993..
 JZ3545
 JZ3545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3545
 JZ3545.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3545
 JZ3545.The ellipsoidal height was determined by GPS observations
 JZ3545.and is referenced to NAD 83.
 JZ3545
 JZ3545.The geoid height was determined by GEOID03.
 JZ3545
 JZ3545.The dynamic height is computed by dividing the NAVD 88
 JZ3545.geopotential number by the normal gravity value computed on the
 JZ3545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3545.degrees latitude (g = 980.6199 gals.).
 JZ3545
 JZ3545.The modeled gravity was interpolated from observed gravity values.
 JZ3545
 JZ3545;                    North         East     Units Scale Factor Converg.
 JZ3545;SPC OH S     -   128,178.085   428,688.833   MT  0.99994513   -1 15 26.7
 JZ3545;SPC KY1Z     - 1,312,007.006 1,609,667.847   MT  1.00014766   +0 46 43.3
 JZ3545;SPC KY1Z     - 4,304,476.32  5,281,051.93   sFT  1.00014766   +0 46 43.3
 JZ3545;SPC KY N     -   181,812.489   479,967.049   MT  1.00003048   -0 08 38.9
 JZ3545;SPC KY N     -   596,496.47  1,574,691.89   sFT  1.00003048   -0 08 38.9
 JZ3545;UTM  16      - 4,335,076.261   717,655.163   MT  1.00018335   +1 35 24.5
 JZ3545
 JZ3545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3545!SPC OH S     -   0.99997220  x   0.99994513  =   0.99991733
 JZ3545!SPC KY1Z     -   0.99997220  x   1.00014766  =   1.00011985
 JZ3545!SPC KY N     -   0.99997220  x   1.00003048  =   1.00000268
 JZ3545!UTM  16      -   0.99997220  x   1.00018335  =   1.00015554
 JZ3545
 JZ3545                          SUPERSEDED SURVEY CONTROL
 JZ3545
 JZ3545  ELLIP H (04/01/98)  177.25   (m)                       GP(       ) 4 1
 JZ3545  NAD 83(1995)-  39 08 15.67994(N)    084 28 54.12681(W) AD(       ) 1
 JZ3545  NAD 83(1986)-  39 08 15.67777(N)    084 28 54.13006(W) AD(       ) 1
 JZ3545  NGVD 29 (08/25/92)  211.445  (m)          693.72   (f) ADJUSTED    2 2
 JZ3545
 JZ3545.Superseded values are not recommended for survey control.
 JZ3545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3545.See file dsdata.txt to determine how the superseded data were derived.
 JZ3545
 JZ3545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1765535076(NAD 83)
 JZ3545_MARKER: DE = TRAVERSE STATION DISK
 JZ3545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3545_SP_SET: CONCRETE POST
 JZ3545_STAMPING: 7026 1991
 JZ3545_MARK LOGO: OH1610
 JZ3545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3545+STABILITY: SURFACE MOTION
 JZ3545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3545+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1991
 JZ3545
 JZ3545  HISTORY     - Date     Condition        Report By
 JZ3545  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3545  HISTORY     - 19911124 GOOD             WOOLPT
 JZ3545  HISTORY     - 20060418 GOOD             GEOCAC
 JZ3545
 JZ3545                          STATION DESCRIPTION
 JZ3545
 JZ3545'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3545'STATION IS LOCATED AT THE TRAFFIC MEDIAN SOUTH OF THE INTERSECTION OF
 JZ3545'VICTORY PARKWAY AND GILBERT AVENUE IN CINCINNATI, OHIO. TO REACH FROM
 JZ3545'THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3545'CINCINNATI, PROCEED NORTH ALONG MAIN ST. FOR 2 BLOCKS TO 7TH ST. TURN
 JZ3545'EAST ON 7TH ST. FOR 2 BLOCKS TO GILBERT AVE. TURN NORTHEAST ON
 JZ3545'GILBERT AVE. FOR 2.59 MI (4.17 KM) TO VICTORY PKY. TO THE STATION.
 JZ3545'STATION IS SET FLUSH WITH THE GROUND AND IS 18.8 FT (5.7 M) SOUTH OF
 JZ3545'THE NORTH EDGE OF THE TRAFFIC MEDIAN ALONG VICTORY PARKWAY, 12.4 FT
 JZ3545'(3.8 M) EAST OF THE WEST EDGE OF THE TRAFFIC MEDIAN AND 3.0 FT
 JZ3545'(0.9 M) WEST OF THE EAST EDGE OF THE TRAFFIC MEDIAN.
 JZ3545
 JZ3545                          STATION RECOVERY (1991)
 JZ3545
 JZ3545'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3545'STATION 7026 IS LOCATED AT THE INTERSECTION OF VICTORY PARKWAY AND
 JZ3545'GILBERT AVENUE, IN THE SUBURB OF WALNUT HILLS, IN CINCINNATI OHIO.
 JZ3545'THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING LOCATED IN THE
 JZ3545'GRASS MEDIAN IN SAID VICTORY PARKWAY, 18,8 FT SOUTH OF THE CONCRETE
 JZ3545'SLAB THAT HEADS THE MEDIAN, 12.4 FT EAST OF THE EAST CURB OF SOUTH
 JZ3545'BOUND VICTORY PARKWAY AND 3.0 FT WEST OF THE WEST CURB OF NORTH BOUND
 JZ3545'VICTORY PARKWAY.
 JZ3545
 JZ3545                          STATION RECOVERY (2006)
 JZ3545
 JZ3545'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3536 ***********************************************************************
 JZ3536  DESIGNATION -  7027
 JZ3536  PID         -  JZ3536
 JZ3536  STATE/COUNTY-  OH/HAMILTON
 JZ3536  USGS QUAD   -  COVINGTON (1987)
 JZ3536
 JZ3536                         *CURRENT SURVEY CONTROL
 JZ3536  ___________________________________________________________________
 JZ3536* NAD 83(1995)-  39 06 43.89515(N)    084 33 48.08855(W)     ADJUSTED  
 JZ3536* NAVD 88     -       271.502  (meters)     890.75   (feet)  ADJUSTED  
 JZ3536  ___________________________________________________________________
 JZ3536  X           -     469,524.258 (meters)                     COMP
 JZ3536  Y           -  -4,933,370.994 (meters)                     COMP
 JZ3536  Z           -   4,002,138.657 (meters)                     COMP
 JZ3536  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JZ3536  ELLIP HEIGHT-         237.36  (meters)          (10/07/05) GPS OBS
 JZ3536  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3536  DYNAMIC HT  -         271.331 (meters)     890.19  (feet)  COMP
 JZ3536  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 JZ3536
 JZ3536  HORZ ORDER  -  FIRST
 JZ3536  VERT ORDER  -  SECOND    CLASS II
 JZ3536  ELLP ORDER  -  FOURTH    CLASS I
 JZ3536
 JZ3536.The horizontal coordinates were established by GPS observations
 JZ3536.and adjusted by the National Geodetic Survey in April 1998..
 JZ3536
 JZ3536.The orthometric height was determined by differential leveling
 JZ3536.and adjusted by the National Geodetic Survey in March 1993..
 JZ3536
 JZ3536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3536
 JZ3536.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3536
 JZ3536.The ellipsoidal height was determined by GPS observations
 JZ3536.and is referenced to NAD 83.
 JZ3536
 JZ3536.The geoid height was determined by GEOID03.
 JZ3536
 JZ3536.The dynamic height is computed by dividing the NAVD 88
 JZ3536.geopotential number by the normal gravity value computed on the
 JZ3536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3536.degrees latitude (g = 980.6199 gals.).
 JZ3536
 JZ3536.The modeled gravity was interpolated from observed gravity values.
 JZ3536
 JZ3536;                    North         East     Units Scale Factor Converg.
 JZ3536;SPC OH S     -   125,506.793   421,566.306   MT  0.99994713   -1 18 33.3
 JZ3536;SPC KY1Z     - 1,309,083.664 1,602,643.388   MT  1.00013791   +0 43 42.8
 JZ3536;SPC KY1Z     - 4,294,885.32  5,258,005.85   sFT  1.00013791   +0 43 42.8
 JZ3536;SPC KY N     -   179,003.021   472,897.215   MT  1.00002536   -0 11 41.7
 JZ3536;SPC KY N     -   587,279.08  1,551,496.95   sFT  1.00002536   -0 11 41.7
 JZ3536;UTM  16      - 4,332,053.805   710,672.594   MT  1.00014652   +1 32 15.7
 JZ3536
 JZ3536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3536!SPC OH S     -   0.99996276  x   0.99994713  =   0.99990989
 JZ3536!SPC KY1Z     -   0.99996276  x   1.00013791  =   1.00010067
 JZ3536!SPC KY N     -   0.99996276  x   1.00002536  =   0.99998812
 JZ3536!UTM  16      -   0.99996276  x   1.00014652  =   1.00010928
 JZ3536
 JZ3536                          SUPERSEDED SURVEY CONTROL
 JZ3536
 JZ3536  ELLIP H (04/01/98)  237.42   (m)                       GP(       ) 4 1
 JZ3536  NAD 83(1995)-  39 06 43.90172(N)    084 33 48.09567(W) AD(       ) 1
 JZ3536  NAD 83(1986)-  39 06 43.89966(N)    084 33 48.09898(W) AD(       ) 1
 JZ3536  NGVD 29 (08/25/92)  271.683  (m)          891.35   (f) ADJUSTED    2 2
 JZ3536
 JZ3536.Superseded values are not recommended for survey control.
 JZ3536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3536.See file dsdata.txt to determine how the superseded data were derived.
 JZ3536
 JZ3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1067332054(NAD 83)
 JZ3536_MARKER: DE = TRAVERSE STATION DISK
 JZ3536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3536_SP_SET: CONCRETE POST
 JZ3536_STAMPING: 7027 1991
 JZ3536_MARK LOGO: OH1610
 JZ3536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3536+STABILITY: SURFACE MOTION
 JZ3536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3536+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1991
 JZ3536
 JZ3536  HISTORY     - Date     Condition        Report By
 JZ3536  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3536  HISTORY     - 19911107 GOOD             WOOLPT
 JZ3536  HISTORY     - 20040124 GOOD             GEOCAC
 JZ3536
 JZ3536                          STATION DESCRIPTION
 JZ3536
 JZ3536'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3536'STATION IS LOCATED IN A SMALL FIELD AT THE NORTHWEST CORNER OF THE
 JZ3536'INTERSECTION OF CONSIDINE AVENUE AND BREVIER AVENUE IN CINCINNATI,
 JZ3536'OHIO. TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN
 JZ3536'DOWNTOWN CINCINNATI, PROCEED NORTH ALONG MAIN ST. FOR 4 BLOCKS TO 9TH
 JZ3536'ST. TURN WEST ON 9TH ST. THAT MERGES WITH 8TH ST. FOR 2.26 MI
 JZ3536'(3.64 KM) TO GLENWAY AVE. TURN NORTHWEST ON GLENWAY AVE. FOR 0.85 MI
 JZ3536'(1.37 KM) TO CONSIDINE AVE. TURN SOUTH ON CONSIDINE AVE. FOR 1 BLOCK
 JZ3536'TO BREVIER AVE. TO THE STATION.  STATION IS SET FLUSH WITH THE GROUND
 JZ3536'AND IS 10.5 FT (3.2 M) WEST OF THE PROLONGATION OF THE EAST SIDE OF A
 JZ3536'2 STORY FRAME HOUSE NUMBER 3211 ON THE SOUTH SIDE OF BREVIER AVENUE,
 JZ3536'64.0 FT (19.5 M) NORTHWEST OF EASTERNMOST END POST OF CHAINLINK FENCE
 JZ3536'ON THE NORTH SIDE OF THE SAID BREVIER AVENUE, 100.5 FT (30.6 M) EAST
 JZ3536'OF THE WESTERMOST CHAINLINK FENCE AND 100.0 FT (30.5 M) WEST OF THE
 JZ3536'EASTERMOST CHAINLINK FENCE WEST OF THE CONSIDINE AVENUE.
 JZ3536
 JZ3536                          STATION RECOVERY (1991)
 JZ3536
 JZ3536'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3536'STATION 7027 IS LOCATED IN A SMALL FIELD AT THE NORTHWEST CORNER OF
 JZ3536'THE INTERSECTION OF CONSIDINE AVENUE AND BREVIER AVENUE, IN THE
 JZ3536'SUBURB OF PRICE HILL, IN CINCINNATI OHIO.  THE STATION IS MORE
 JZ3536'PARTICULARLY DESCRIBED AS BEING 100.5 FT EAST OF A CHAIN LINK FENCE,
 JZ3536'100.0 WEST OF A CHAIN LINK FENCE THAT FRONTS ON CONSIDINE AVENUE,
 JZ3536'64.0 FT NORTHEAST OF THE EAST END POST OF A CHAIN LINK FENCE THAT
 JZ3536'FRONTS ON BREVIER AVENUE AND 10 FT WEST OF THE PRODUCED EAST LINE OF
 JZ3536'A RESIDENCE (NO.  3211) ON THE SOUTH SIDE OF SAID BREVIER AVENUE.
 JZ3536
 JZ3536                          STATION RECOVERY (2004)
 JZ3536
 JZ3536'RECOVERY NOTE BY GEOCACHING 2004
 JZ3536'RECOVERED IN GOOD CONDITION. THE FENCES IN THE DESCRIPTION NO LONGER
 JZ3536'EXIST. THE DISK IS ABOUT 4 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3529 ***********************************************************************
 JZ3529  DESIGNATION -  7028
 JZ3529  PID         -  JZ3529
 JZ3529  STATE/COUNTY-  OH/HAMILTON
 JZ3529  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3529
 JZ3529                         *CURRENT SURVEY CONTROL
 JZ3529  ___________________________________________________________________
 JZ3529* NAD 83(1995)-  39 08 01.82408(N)    084 36 17.32004(W)     ADJUSTED  
 JZ3529* NAVD 88     -       267.730  (meters)     878.38   (feet)  ADJUSTED  
 JZ3529  ___________________________________________________________________
 JZ3529  X           -     465,812.012 (meters)                     COMP
 JZ3529  Y           -  -4,932,196.789 (meters)                     COMP
 JZ3529  Z           -   4,004,000.748 (meters)                     COMP
 JZ3529  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JZ3529  ELLIP HEIGHT-         233.62  (meters)          (10/07/05) GPS OBS
 JZ3529  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3529  DYNAMIC HT  -         267.561 (meters)     877.82  (feet)  COMP
 JZ3529  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JZ3529
 JZ3529  HORZ ORDER  -  FIRST
 JZ3529  VERT ORDER  -  SECOND    CLASS II
 JZ3529  ELLP ORDER  -  FOURTH    CLASS I
 JZ3529
 JZ3529.The horizontal coordinates were established by GPS observations
 JZ3529.and adjusted by the National Geodetic Survey in April 1998..
 JZ3529
 JZ3529.The orthometric height was determined by differential leveling
 JZ3529.and adjusted by the National Geodetic Survey in March 1993..
 JZ3529
 JZ3529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3529
 JZ3529.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3529
 JZ3529.The ellipsoidal height was determined by GPS observations
 JZ3529.and is referenced to NAD 83.
 JZ3529
 JZ3529.The geoid height was determined by GEOID03.
 JZ3529
 JZ3529.The dynamic height is computed by dividing the NAVD 88
 JZ3529.geopotential number by the normal gravity value computed on the
 JZ3529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3529.degrees latitude (g = 980.6199 gals.).
 JZ3529
 JZ3529.The modeled gravity was interpolated from observed gravity values.
 JZ3529
 JZ3529;                    North         East     Units Scale Factor Converg.
 JZ3529;SPC OH S     -   127,991.942   418,038.197   MT  0.99994542   -1 20 08.0
 JZ3529;SPC KY1Z     - 1,311,442.221 1,599,028.417   MT  1.00014617   +0 42 11.2
 JZ3529;SPC KY1Z     - 4,302,623.35  5,246,145.73   sFT  1.00014617   +0 42 11.2
 JZ3529;SPC KY N     -   181,419.269   469,321.143   MT  1.00002969   -0 13 14.6
 JZ3529;SPC KY N     -   595,206.39  1,539,764.45   sFT  1.00002969   -0 13 14.6
 JZ3529;UTM  16      - 4,334,361.066   707,024.694   MT  1.00012776   +1 30 44.0
 JZ3529
 JZ3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3529!SPC OH S     -   0.99996335  x   0.99994542  =   0.99990877
 JZ3529!SPC KY1Z     -   0.99996335  x   1.00014617  =   1.00010951
 JZ3529!SPC KY N     -   0.99996335  x   1.00002969  =   0.99999304
 JZ3529!UTM  16      -   0.99996335  x   1.00012776  =   1.00009110
 JZ3529
 JZ3529|---------------------------------------------------------------------|
 JZ3529| PID    Reference Object                     Distance      Geod. Az  |
 JZ3529|                                                           dddmmss.s |
 JZ3529| JZ3520 6904                                394.525 METERS 30759     |
 JZ3529|---------------------------------------------------------------------|
 JZ3529
 JZ3529                          SUPERSEDED SURVEY CONTROL
 JZ3529
 JZ3529  ELLIP H (04/01/98)  233.68   (m)                       GP(       ) 4 1
 JZ3529  NAD 83(1995)-  39 08 01.83061(N)    084 36 17.32721(W) AD(       ) 1
 JZ3529  NAD 83(1986)-  39 08 01.82857(N)    084 36 17.33051(W) AD(       ) 1
 JZ3529  NGVD 29 (08/25/92)  267.911  (m)          878.97   (f) ADJUSTED    2 2
 JZ3529
 JZ3529.Superseded values are not recommended for survey control.
 JZ3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3529.See file dsdata.txt to determine how the superseded data were derived.
 JZ3529
 JZ3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0702534361(NAD 83)
 JZ3529_MARKER: DE = TRAVERSE STATION DISK
 JZ3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3529_SP_SET: CONCRETE POST
 JZ3529_STAMPING: 7028 1991
 JZ3529_MARK LOGO: OH1610
 JZ3529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3529+STABILITY: SURFACE MOTION
 JZ3529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3529+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1991
 JZ3529
 JZ3529  HISTORY     - Date     Condition        Report By
 JZ3529  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3529  HISTORY     - 19911121 GOOD             WOOLPT
 JZ3529  HISTORY     - 20040124 GOOD             GEOCAC
 JZ3529
 JZ3529                          STATION DESCRIPTION
 JZ3529
 JZ3529'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3529'STATION IS LOCATED ON THE EAST SIDE OF BOUDINOT AVENUE SOUTH OF THE
 JZ3529'INTERSECTION OF QUEEN CITY WAY AND BOUDINOT AVENUE INFRONT OF THE
 JZ3529'GILBERT DATER JUNIOR HIGH SCHOOL IN CINCINNATI, OHIO. TO REACH FROM
 JZ3529'THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3529'CINCINNATI, PROCEED NORTH ALONG MAIN ST. FOR 4 BLOCKS TO 9TH ST. TURN
 JZ3529'WEST ON 9TH ST. THAT MERGES WITH 8TH ST. FOR 2.26 MI (3.64 KM) TO
 JZ3529'GLENWAY AVE. TURN NORTHWEST ON GLENWAY AVE. FOR 3.75 MI (6.03 KM) TO
 JZ3529'BOUDINOT AVE. TURN NORTH ON BOUDINOT AVE. FOR 0.33 MI (0.53 KM) TO
 JZ3529'THE ENTRANCE DRIVE OF DATER JUNIOR HIGH SCHOOL TO THE
 JZ3529'STATION. STATION IS SET FLUSH WITH THE GROUND AND IS 15.9 FT (4.8 M)
 JZ3529'EAST OF THE EASTERMOST EDGE OF CONCRETE CURB ON THE EAST SIDE OF
 JZ3529'BOUDINOT AVENUE, 19.1 FT (5.8 M) NORTHEAST OF POWER POLE ON THE EAST
 JZ3529'SIDE OF THE SAID BOUDINOT AVENUE AND 19.1 FT (5.8 M) SOUTHWEST OF
 JZ3529'SOUTHWEST CORNER OF BRICK SCHOOL SIGN ON THE EAST SIDE OF THE SAID
 JZ3529'BOUDINOT AVENUE.
 JZ3529
 JZ3529                          STATION RECOVERY (1991)
 JZ3529
 JZ3529'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3529'STATION 7028 IS LOCATED ON THE EAST SIDE OF BOUDINOT AVENUE, SOUTH OF
 JZ3529'THE INTERSECTION OF QUEEN CITY WAY AND SAID BOUDINOT AVENUE IN FRONT
 JZ3529'OF THE GILBERT DATER JR.  HIGH SCHOOL, IN THE SUBURB OF WESTWOOD, IN
 JZ3529'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3529'91.0 FT SOUTHWEST OF THE BRICK -GILBERT DATER JR.  HIGH SCHOOL- SIGN,
 JZ3529'19.1 FT NORTHEAST OF A POWER POLE W/STREET LIGHT, AND 15.9 FT EAST OF
 JZ3529'THE EAST CURB OF SAID BOUDINOT AVENUE.
 JZ3529
 JZ3529                          STATION RECOVERY (2004)
 JZ3529
 JZ3529'RECOVERY NOTE BY GEOCACHING 2004
 JZ3529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3572 ***********************************************************************
 JZ3572  DESIGNATION -  7030
 JZ3572  PID         -  JZ3572
 JZ3572  STATE/COUNTY-  OH/HAMILTON
 JZ3572  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3572
 JZ3572                         *CURRENT SURVEY CONTROL
 JZ3572  ___________________________________________________________________
 JZ3572* NAD 83(1986)-  39 08 26.     (N)    084 28 58.     (W)     SCALED    
 JZ3572* NAVD 88     -       208.906  (meters)     685.39   (feet)  ADJUSTED  
 JZ3572  ___________________________________________________________________
 JZ3572  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3572  DYNAMIC HT  -         208.774 (meters)     684.95  (feet)  COMP
 JZ3572  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JZ3572
 JZ3572  VERT ORDER  -  SECOND    CLASS II
 JZ3572
 JZ3572.The horizontal coordinates were scaled from a topographic map and have
 JZ3572.an estimated accuracy of +/- 6 seconds.
 JZ3572
 JZ3572.The orthometric height was determined by differential leveling
 JZ3572.and adjusted by the National Geodetic Survey in March 1993..
 JZ3572
 JZ3572.The geoid height was determined by GEOID03.
 JZ3572
 JZ3572.The dynamic height is computed by dividing the NAVD 88
 JZ3572.geopotential number by the normal gravity value computed on the
 JZ3572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3572.degrees latitude (g = 980.6199 gals.).
 JZ3572
 JZ3572.The modeled gravity was interpolated from observed gravity values.
 JZ3572
 JZ3572;                    North         East    Units  Estimated Accuracy
 JZ3572;SPC OH S     -   128,500.      428,600.      MT  (+/- 180 meters Scaled)
 JZ3572
 JZ3572                          SUPERSEDED SURVEY CONTROL
 JZ3572
 JZ3572  NGVD 29 (08/25/92)  209.084  (m)          685.97   (f) ADJUSTED    2 2
 JZ3572
 JZ3572.Superseded values are not recommended for survey control.
 JZ3572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3572.See file dsdata.txt to determine how the superseded data were derived.
 JZ3572
 JZ3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ175353(NAD 83)
 JZ3572_MARKER: DZ = AZIMUTH MARK DISK
 JZ3572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3572_SP_SET: CONCRETE POST
 JZ3572_STAMPING: 7030 1991
 JZ3572_MARK LOGO: OH1610
 JZ3572_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3572+STABILITY: SURFACE MOTION
 JZ3572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3572+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JZ3572
 JZ3572  HISTORY     - Date     Condition        Report By
 JZ3572  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3572  HISTORY     - 20060418 GOOD             GEOCAC
 JZ3572
 JZ3572                          STATION DESCRIPTION
 JZ3572
 JZ3572'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3572'STATION 7030 IS LOCATED IN THE NORTH CORNER OF THE INTERSECTION OF
 JZ3572'VICTORY PARKWAY AND JONATHAN DRIVE, JUST NORTH OF THE INTERSECTION OF
 JZ3572'SAID VICTORY PARKWAY AND GILBERT AVENUE, IN THE SUBURB OF WALNUT
 JZ3572'HILLS, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY
 JZ3572'DESCRIBED AS BEING 15.5 FT EAST OF THE EAST CURB OF SAID VICTORY
 JZ3572'PARKWAY PRODUCED SOUTH, 14.1 FT SOUTHEAST OF THE NORTHEAST CORNER OF
 JZ3572'A CONCRETE WALK, 10.6 FT SOUTHEAST OF A STREET LIGHT AND 5.2 FT
 JZ3572'NORTHEAST OF THE INSIDE EDGE OF SAID CONCRETE WALK AT A RIGHT ANGLE
 JZ3572'MEASUREMENT.
 JZ3572
 JZ3572                          STATION RECOVERY (2006)
 JZ3572
 JZ3572'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3553 ***********************************************************************
 JZ3553  DESIGNATION -  7032
 JZ3553  PID         -  JZ3553
 JZ3553  STATE/COUNTY-  OH/HAMILTON
 JZ3553  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3553
 JZ3553                         *CURRENT SURVEY CONTROL
 JZ3553  ___________________________________________________________________
 JZ3553* NAD 83(1986)-  39 09 23.     (N)    084 35 41.     (W)     SCALED    
 JZ3553* NAVD 88     -       262.223  (meters)     860.31   (feet)  ADJUSTED  
 JZ3553  ___________________________________________________________________
 JZ3553  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ3553  DYNAMIC HT  -         262.059 (meters)     859.77  (feet)  COMP
 JZ3553  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 JZ3553
 JZ3553  VERT ORDER  -  SECOND    CLASS II
 JZ3553
 JZ3553.The horizontal coordinates were scaled from a topographic map and have
 JZ3553.an estimated accuracy of +/- 6 seconds.
 JZ3553
 JZ3553.The orthometric height was determined by differential leveling
 JZ3553.and adjusted by the National Geodetic Survey in March 1993..
 JZ3553
 JZ3553.The geoid height was determined by GEOID03.
 JZ3553
 JZ3553.The dynamic height is computed by dividing the NAVD 88
 JZ3553.geopotential number by the normal gravity value computed on the
 JZ3553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3553.degrees latitude (g = 980.6199 gals.).
 JZ3553
 JZ3553.The modeled gravity was interpolated from observed gravity values.
 JZ3553
 JZ3553;                    North         East    Units  Estimated Accuracy
 JZ3553;SPC OH S     -   130,470.      418,970.      MT  (+/- 180 meters Scaled)
 JZ3553
 JZ3553                          SUPERSEDED SURVEY CONTROL
 JZ3553
 JZ3553  NGVD 29 (08/25/92)  262.402  (m)          860.90   (f) ADJUSTED    2 2
 JZ3553
 JZ3553.Superseded values are not recommended for survey control.
 JZ3553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3553.See file dsdata.txt to determine how the superseded data were derived.
 JZ3553
 JZ3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ078368(NAD 83)
 JZ3553_MARKER: DZ = AZIMUTH MARK DISK
 JZ3553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3553_SP_SET: CONCRETE POST
 JZ3553_STAMPING: 7032 1991
 JZ3553_MARK LOGO: OH1610
 JZ3553_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3553+STABILITY: SURFACE MOTION
 JZ3553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3553+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JZ3553
 JZ3553  HISTORY     - Date     Condition        Report By
 JZ3553  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3553  HISTORY     - 20060601 GOOD             GEOCAC
 JZ3553
 JZ3553                          STATION DESCRIPTION
 JZ3553
 JZ3553'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3553'STATION 7032 IS LOCATED AT THE ENTRANCE TO MCFARLAND PARK AT THE
 JZ3553'INTERSECTION OF WESTWOOD NORTHERN BOULEVARD AND WARDALL AVENUE, IN
 JZ3553'THE SUBURB OF WESTWOOD, IN CINCINNATI OHIO.  THE STATION IS MORE
 JZ3553'PARTICULARLY DESCRIBED AS BEING SET IN THE GRASS MEDIAN OF WESTWOOD
 JZ3553'NORTHERN BOULEVARD, 3.5 FT EAST OF THE WEST CURB, 6.5 FT WEST OF THE
 JZ3553'EAST CURB AND IN LINE WITH THE NORTH LINE PRODUCED EAST OF HOUSE NO.
 JZ3553'2933.
 JZ3553
 JZ3553                          STATION RECOVERY (2006)
 JZ3553
 JZ3553'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3553'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3557 ***********************************************************************
 JZ3557  DESIGNATION -  7033
 JZ3557  PID         -  JZ3557
 JZ3557  STATE/COUNTY-  OH/HAMILTON
 JZ3557  USGS QUAD   -  COVINGTON (1987)
 JZ3557
 JZ3557                         *CURRENT SURVEY CONTROL
 JZ3557  ___________________________________________________________________
 JZ3557* NAD 83(1986)-  39 07 05.     (N)    084 35 10.     (W)     SCALED    
 JZ3557* NAVD 88     -       240.063  (meters)     787.61   (feet)  ADJUSTED  
 JZ3557  ___________________________________________________________________
 JZ3557  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3557  DYNAMIC HT  -         239.912 (meters)     787.11  (feet)  COMP
 JZ3557  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 JZ3557
 JZ3557  VERT ORDER  -  SECOND    CLASS II
 JZ3557
 JZ3557.The horizontal coordinates were scaled from a topographic map and have
 JZ3557.an estimated accuracy of +/- 6 seconds.
 JZ3557
 JZ3557.The orthometric height was determined by differential leveling
 JZ3557.and adjusted by the National Geodetic Survey in March 1993..
 JZ3557
 JZ3557.The geoid height was determined by GEOID03.
 JZ3557
 JZ3557.The dynamic height is computed by dividing the NAVD 88
 JZ3557.geopotential number by the normal gravity value computed on the
 JZ3557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3557.degrees latitude (g = 980.6199 gals.).
 JZ3557
 JZ3557.The modeled gravity was interpolated from observed gravity values.
 JZ3557
 JZ3557;                    North         East    Units  Estimated Accuracy
 JZ3557;SPC OH S     -   126,200.      419,610.      MT  (+/- 180 meters Scaled)
 JZ3557
 JZ3557                          SUPERSEDED SURVEY CONTROL
 JZ3557
 JZ3557  NGVD 29 (08/25/92)  240.243  (m)          788.20   (f) ADJUSTED    2 2
 JZ3557
 JZ3557.Superseded values are not recommended for survey control.
 JZ3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3557.See file dsdata.txt to determine how the superseded data were derived.
 JZ3557
 JZ3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ086326(NAD 83)
 JZ3557_MARKER: DE = TRAVERSE STATION DISK
 JZ3557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3557_SP_SET: CONCRETE POST
 JZ3557_STAMPING: 7033 1991
 JZ3557_MARK LOGO: OH1610
 JZ3557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3557+STABILITY: SURFACE MOTION
 JZ3557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3557+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JZ3557
 JZ3557  HISTORY     - Date     Condition        Report By
 JZ3557  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3557
 JZ3557                          STATION DESCRIPTION
 JZ3557
 JZ3557'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3557'STATION 7033 IS LOCATED AT RAPID RUN PARK AT THE INTERSECTION OF
 JZ3557'SUNSET AVENUE AND RAPID RUN ROAD, IN THE SUBURB OF COVEDALE, IN
 JZ3557'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3557'103.4 FT NORTHEAST OF A CONCRETE PULL BOX THAT CORRESPONDES TO LIGHT
 JZ3557'POLE NO. C1357M2, 77.7 FT NORTHWEST OF A CONCRETE PULL BOX THAT
 JZ3557'CORRESPONDES TO LIGHT POLE NO. C1357M1 AND 40.7 FT NORTH OF A RIGHT
 JZ3557'ANGLE DISTANCE TO THE NORTH CURB OF SAID RAPID RUN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3527 ***********************************************************************
 JZ3527  DESIGNATION -  7035
 JZ3527  PID         -  JZ3527
 JZ3527  STATE/COUNTY-  OH/HAMILTON
 JZ3527  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3527
 JZ3527                         *CURRENT SURVEY CONTROL
 JZ3527  ___________________________________________________________________
 JZ3527* NAD 83(1995)-  39 09 12.84944(N)    084 35 26.44658(W)     ADJUSTED  
 JZ3527* NAVD 88     -       252.291  (meters)     827.72   (feet)  ADJUSTED  
 JZ3527  ___________________________________________________________________
 JZ3527  X           -     466,897.005 (meters)                     COMP
 JZ3527  Y           -  -4,930,693.275 (meters)                     COMP
 JZ3527  Z           -   4,005,689.795 (meters)                     COMP
 JZ3527  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JZ3527  ELLIP HEIGHT-         218.19  (meters)          (10/07/05) GPS OBS
 JZ3527  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ3527  DYNAMIC HT  -         252.132 (meters)     827.20  (feet)  COMP
 JZ3527  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JZ3527
 JZ3527  HORZ ORDER  -  FIRST
 JZ3527  VERT ORDER  -  SECOND    CLASS II
 JZ3527  ELLP ORDER  -  FOURTH    CLASS I
 JZ3527
 JZ3527.The horizontal coordinates were established by GPS observations
 JZ3527.and adjusted by the National Geodetic Survey in April 1998..
 JZ3527
 JZ3527.The orthometric height was determined by differential leveling
 JZ3527.and adjusted by the National Geodetic Survey in March 1993..
 JZ3527
 JZ3527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3527
 JZ3527.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3527
 JZ3527.The ellipsoidal height was determined by GPS observations
 JZ3527.and is referenced to NAD 83.
 JZ3527
 JZ3527.The geoid height was determined by GEOID03.
 JZ3527
 JZ3527.The dynamic height is computed by dividing the NAVD 88
 JZ3527.geopotential number by the normal gravity value computed on the
 JZ3527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3527.degrees latitude (g = 980.6199 gals.).
 JZ3527
 JZ3527.The modeled gravity was interpolated from observed gravity values.
 JZ3527
 JZ3527;                    North         East     Units Scale Factor Converg.
 JZ3527;SPC OH S     -   130,153.161   419,310.359   MT  0.99994398   -1 19 35.7
 JZ3527;SPC KY1Z     - 1,313,647.777 1,600,223.142   MT  1.00015383   +0 42 42.4
 JZ3527;SPC KY1Z     - 4,309,859.42  5,250,065.43   sFT  1.00015383   +0 42 42.4
 JZ3527;SPC KY N     -   183,605.019   470,551.125   MT  1.00003376   -0 12 42.9
 JZ3527;SPC KY N     -   602,377.47  1,543,799.82   sFT  1.00003376   -0 12 42.9
 JZ3527;UTM  16      - 4,336,583.240   708,188.115   MT  1.00013370   +1 31 18.5
 JZ3527
 JZ3527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3527!SPC OH S     -   0.99996577  x   0.99994398  =   0.99990975
 JZ3527!SPC KY1Z     -   0.99996577  x   1.00015383  =   1.00011959
 JZ3527!SPC KY N     -   0.99996577  x   1.00003376  =   0.99999953
 JZ3527!UTM  16      -   0.99996577  x   1.00013370  =   1.00009946
 JZ3527
 JZ3527                          SUPERSEDED SURVEY CONTROL
 JZ3527
 JZ3527  ELLIP H (04/01/98)  218.25   (m)                       GP(       ) 4 1
 JZ3527  NAD 83(1995)-  39 09 12.85596(N)    084 35 26.45378(W) AD(       ) 1
 JZ3527  NAD 83(1986)-  39 09 12.85394(N)    084 35 26.45708(W) AD(       ) 1
 JZ3527  NGVD 29 (08/25/92)  252.469  (m)          828.31   (f) ADJUSTED    2 2
 JZ3527
 JZ3527.Superseded values are not recommended for survey control.
 JZ3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3527.See file dsdata.txt to determine how the superseded data were derived.
 JZ3527
 JZ3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0818836583(NAD 83)
 JZ3527_MARKER: DE = TRAVERSE STATION DISK
 JZ3527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3527_SP_SET: CONCRETE POST
 JZ3527_STAMPING: 7035 1991
 JZ3527_MARK LOGO: OH1610
 JZ3527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3527+STABILITY: SURFACE MOTION
 JZ3527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3527+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1991
 JZ3527
 JZ3527  HISTORY     - Date     Condition        Report By
 JZ3527  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3527  HISTORY     - 19911105 GOOD             WOOLPT
 JZ3527  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ3527
 JZ3527                          STATION DESCRIPTION
 JZ3527
 JZ3527'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3527'STATION IS LOCATED AT THE ENTRANCE TO THE MCFARLAND WOODS - MT. AIRY
 JZ3527'FOREST AREA IN THE NORTHEAST CORNER OF THE INTERSECTION OF WESTWOOD
 JZ3527'NORTHERN BLVD. AND MCFARLAND WOODS DRIVE IN CINCINNATI, OHIO. TO
 JZ3527'REACH FROM THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3527'CINCINNATI, PROCEED NORTH ALONG MAIN ST. FOR 1 BLOCK TO 6TH ST. TURN
 JZ3527'WEST ON 6TH ST. TO I-75 NORTH ENTRANCE RAMP. TURN NORTH ON I-75 TO
 JZ3527'EXIT NO. 3 AT HOPPLE ST. TURN WEST ON HOPPLE ST. FOR 0.74 MI
 JZ3527'(1.19 KM) TO WESTWOOD NORTHERN BLVD. TURN NORTHWEST ON WESTWOOD
 JZ3527'NORTHERN BLVD. FOR 2.57 MI (4.14 KM) TO MCFARLAN WOODS DR. TO THE
 JZ3527'STATION. STATION IS SET FLUSH WITH THE GROUND AND IS 8.8 FT (2.7 M)
 JZ3527'EAST OF THE EASTERNMOST CONCRETE CURB ALONG WESTWOOD NORTHERN BLVD.,
 JZ3527'50.0 FT (15.2 M) SOUTHEAST OF GUY POLE ON THE EAST SIDE OF THE SAID
 JZ3527'WESTWOOD NORTHERN BLVD. AND 44.0 FT (13.4 M) NORTH OF MANHOLE
 JZ3527'SITUATED IN THE MIDDLE OF MCFARLAND PARK ENTRANCE ON THE EAST.
 JZ3527
 JZ3527                          STATION RECOVERY (1991)
 JZ3527
 JZ3527'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ3527'STATION 7035 IS LOCATED AT THE ENTRANCE TO MCFARLAND PARK IN THE
 JZ3527'NORTHEAST CORNER OF THE INTERSECTION OF WESTWOOD NORTHERN BOULEVARD
 JZ3527'AND MCFARLAND WOODS DRIVE IN THE SUBURB OF WESTWOOD, IN CINCINNATI
 JZ3527'OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING 44.0 FT
 JZ3527'NORTH OF A MANHOLE THAT IS LOCATED IN THE CENTER OF THE PARK
 JZ3527'ENTRANCE, 50.0 FT SOUTHEAST OF A GUY POLE AND 8.8 FT EAST OF THE CURB
 JZ3527'ON THE EAST SIDE OF WESTWOOD NORTHERN BOULEVARD.
 JZ3527
 JZ3527                          STATION RECOVERY (2004)
 JZ3527
 JZ3527'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ3527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3521 ***********************************************************************
 JZ3521  DESIGNATION -  7036
 JZ3521  PID         -  JZ3521
 JZ3521  STATE/COUNTY-  OH/HAMILTON
 JZ3521  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3521
 JZ3521                         *CURRENT SURVEY CONTROL
 JZ3521  ___________________________________________________________________
 JZ3521* NAD 83(1995)-  39 11 20.35103(N)    084 27 50.11659(W)     ADJUSTED  
 JZ3521* NAVD 88     -       175.657  (meters)     576.30   (feet)  ADJUSTED  
 JZ3521  ___________________________________________________________________
 JZ3521  X           -     477,558.942 (meters)                     COMP
 JZ3521  Y           -  -4,927,117.111 (meters)                     COMP
 JZ3521  Z           -   4,008,689.815 (meters)                     COMP
 JZ3521  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JZ3521  ELLIP HEIGHT-         141.62  (meters)          (10/07/05) GPS OBS
 JZ3521  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3521  DYNAMIC HT  -         175.546 (meters)     575.94  (feet)  COMP
 JZ3521  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 JZ3521
 JZ3521  HORZ ORDER  -  FIRST
 JZ3521  VERT ORDER  -  SECOND    CLASS II
 JZ3521  ELLP ORDER  -  FOURTH    CLASS I
 JZ3521
 JZ3521.The horizontal coordinates were established by GPS observations
 JZ3521.and adjusted by the National Geodetic Survey in April 1998..
 JZ3521
 JZ3521.The orthometric height was determined by differential leveling
 JZ3521.and adjusted by the National Geodetic Survey in March 1993..
 JZ3521
 JZ3521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3521
 JZ3521.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3521
 JZ3521.The ellipsoidal height was determined by GPS observations
 JZ3521.and is referenced to NAD 83.
 JZ3521
 JZ3521.The geoid height was determined by GEOID03.
 JZ3521
 JZ3521.The dynamic height is computed by dividing the NAVD 88
 JZ3521.geopotential number by the normal gravity value computed on the
 JZ3521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3521.degrees latitude (g = 980.6199 gals.).
 JZ3521
 JZ3521.The modeled gravity was interpolated from observed gravity values.
 JZ3521
 JZ3521;                    North         East     Units Scale Factor Converg.
 JZ3521;SPC OH S     -   133,838.009   430,349.331   MT  0.99994169   -1 14 46.1
 JZ3521;UTM  16      - 4,340,813.106   719,032.682   MT  1.00019075   +1 36 11.3
 JZ3521
 JZ3521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3521!SPC OH S     -   0.99997778  x   0.99994169  =   0.99991947
 JZ3521!UTM  16      -   0.99997778  x   1.00019075  =   1.00016853
 JZ3521
 JZ3521                          SUPERSEDED SURVEY CONTROL
 JZ3521
 JZ3521  ELLIP H (04/01/98)  141.68   (m)                       GP(       ) 4 1
 JZ3521  NAD 83(1995)-  39 11 20.35724(N)    084 27 50.12406(W) AD(       ) 1
 JZ3521  NAD 83(1986)-  39 11 20.35501(N)    084 27 50.12734(W) AD(       ) 1
 JZ3521  NGVD 29 (08/25/92)  175.834  (m)          576.88   (f) ADJUSTED    2 2
 JZ3521
 JZ3521.Superseded values are not recommended for survey control.
 JZ3521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3521.See file dsdata.txt to determine how the superseded data were derived.
 JZ3521
 JZ3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1903340813(NAD 83)
 JZ3521_MARKER: DE = TRAVERSE STATION DISK
 JZ3521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3521_SP_SET: CONCRETE POST
 JZ3521_STAMPING: 7036 1991
 JZ3521_MARK LOGO: OH1610
 JZ3521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3521+STABILITY: SURFACE MOTION
 JZ3521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3521+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 JZ3521
 JZ3521  HISTORY     - Date     Condition        Report By
 JZ3521  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3521  HISTORY     - 19920204 GOOD             WOOLPT
 JZ3521
 JZ3521                          STATION DESCRIPTION
 JZ3521
 JZ3521'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3521'STATION IS LOCATED AT WOODWARD HIGH SCHOOL GROUND AT THE CORNER OF
 JZ3521'SEYMOUR AVENUE AND READING ROAD IN CINCINNATI, OHIO. TO REACH FROM
 JZ3521'THE FEDERAL BUILDING AT FIFTH AND MAIN STREETS IN DOWNTOWN
 JZ3521'CINCINNATI, PROCEED NORTH ALONG MAIN STREET FOR 0.41 MI (0.66 KM) TO
 JZ3521'CENTRAL PARKWAY. TURN EAST ON CENTRAL PARKWAY FOR 1 BLOCK TO READING
 JZ3521'ROAD. TURN NORTHEAST ON READING ROAD FOR 6.30 MI (10.14 KM) TO
 JZ3521'SEYMOUR AVENUE TO THE STATION.  STATION IS SET FLUSH WITH THE GROUND
 JZ3521'AND IS 19.1 FT (5.8 M) WEST OF THE WESTERNMOST SIDE OF CONCRETE WALK
 JZ3521'ALONG READING ROAD, 55.0 FT (16.8 M) SOUTHWEST OF A FIRE HYDRANT ON
 JZ3521'THE WEST SIDE OF THE SAID READING ROAD, 78.6 FT (24.0 M) NORTH OF
 JZ3521'POWER POLE ON THE WEST SIDE OF THE SAID READING ROAD AND 122.4 FT
 JZ3521'(37.3 M) SOUTHEAST OF THE SOUTH CORNER OF CONCRETE BASE OF WOODWARD
 JZ3521'MONUMENT ON THE SOUTHWEST CORNER OF SEYMOUR AVENUE AND READING ROAD.
 JZ3521
 JZ3521                          STATION RECOVERY (1992)
 JZ3521
 JZ3521'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ3521'STATION 7036 IS LOCATED AT WOODWARD HIGH SCHOOL AT THE CORNER OF
 JZ3521'SEYMOUR AVENUE AND READING ROAD, IN THE SUBURB OF ROSELAWN, IN
 JZ3521'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3521'122.4 FT SOUTHEAST OF THE SOUTH CORNER OF THE CONCRETE BASE OF THE
 JZ3521'WOODWARD MONUMENT, 78.6 FT NORTH OF A POWER POLE, 55.0 FT OF A FIRE
 JZ3521'HYDRANT AND 19.1 FT WEST OF THE EGDE OF A CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3525 ***********************************************************************
 JZ3525  DESIGNATION -  7037
 JZ3525  PID         -  JZ3525
 JZ3525  STATE/COUNTY-  OH/HAMILTON
 JZ3525  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3525
 JZ3525                         *CURRENT SURVEY CONTROL
 JZ3525  ___________________________________________________________________
 JZ3525* NAD 83(1995)-  39 08 55.41735(N)    084 32 11.14400(W)     ADJUSTED  
 JZ3525* NAVD 88     -       186.1    (meters)     611.     (feet)  VERTCON   
 JZ3525  ___________________________________________________________________
 JZ3525  X           -     471,592.864 (meters)                     COMP
 JZ3525  Y           -  -4,930,535.709 (meters)                     COMP
 JZ3525  Z           -   4,005,231.065 (meters)                     COMP
 JZ3525  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 JZ3525  ELLIP HEIGHT-         151.93  (meters)          (10/07/05) GPS OBS
 JZ3525  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3525
 JZ3525  HORZ ORDER  -  FIRST
 JZ3525  ELLP ORDER  -  FOURTH    CLASS I
 JZ3525
 JZ3525.The horizontal coordinates were established by GPS observations
 JZ3525.and adjusted by the National Geodetic Survey in April 1998..
 JZ3525
 JZ3525.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3525
 JZ3525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3525
 JZ3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3525
 JZ3525.The ellipsoidal height was determined by GPS observations
 JZ3525.and is referenced to NAD 83.
 JZ3525
 JZ3525.The geoid height was determined by GEOID03.
 JZ3525
 JZ3525;                    North         East     Units Scale Factor Converg.
 JZ3525;SPC OH S     -   129,508.600   423,986.119   MT  0.99994432   -1 17 31.8
 JZ3525;SPC KY1Z     - 1,313,169.788 1,604,919.844   MT  1.00015194   +0 44 42.3
 JZ3525;SPC KY1Z     - 4,308,291.21  5,265,474.52   sFT  1.00015194   +0 44 42.3
 JZ3525;SPC KY N     -   183,051.460   475,238.953   MT  1.00003275   -0 10 41.4
 JZ3525;SPC KY N     -   600,561.33  1,559,179.80   sFT  1.00003275   -0 10 41.4
 JZ3525;UTM  16      - 4,336,171.732   712,891.076   MT  1.00015809   +1 33 21.3
 JZ3525
 JZ3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3525!SPC OH S     -   0.99997616  x   0.99994432  =   0.99992049
 JZ3525!SPC KY1Z     -   0.99997616  x   1.00015194  =   1.00012810
 JZ3525!SPC KY N     -   0.99997616  x   1.00003275  =   1.00000891
 JZ3525!UTM  16      -   0.99997616  x   1.00015809  =   1.00013425
 JZ3525
 JZ3525                          SUPERSEDED SURVEY CONTROL
 JZ3525
 JZ3525  ELLIP H (04/01/98)  151.97   (m)                       GP(       ) 4 1
 JZ3525  NAD 83(1995)-  39 08 55.42366(N)    084 32 11.15133(W) AD(       ) 1
 JZ3525  NAD 83(1986)-  39 08 55.42185(N)    084 32 11.15467(W) AD(       ) 1
 JZ3525  NGVD 29 (05/06/92)  186.3    (m)          611.     (f) GPS OBS        
 JZ3525
 JZ3525.Superseded values are not recommended for survey control.
 JZ3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3525.See file dsdata.txt to determine how the superseded data were derived.
 JZ3525
 JZ3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1289136172(NAD 83)
 JZ3525_MARKER: DE = TRAVERSE STATION DISK
 JZ3525_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ3525_SP_SET: PREFAB CONC. POST IN EARTH
 JZ3525_STAMPING: 7037 1991
 JZ3525_MARK LOGO: OH1610
 JZ3525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3525+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 JZ3525
 JZ3525  HISTORY     - Date     Condition        Report By
 JZ3525  HISTORY     - 1991     MONUMENTED       OH1610
 JZ3525  HISTORY     - 20060517 GOOD             INDIV
 JZ3525
 JZ3525                          STATION DESCRIPTION
 JZ3525
 JZ3525'DESCRIBED BY CITY OF CINCINNATI OHIO 1991
 JZ3525'STATION IS LOCATED AT THE MAIN BUILDING OF CINCINNATI TECHNICAL
 JZ3525'COLLEGE (CTC) AND WEST OF PAVED PARKING AREA AND CTC SMOKE STACK IN
 JZ3525'CINCINNATI, OHIO. TO REACH FROM THE FEDERAL BUILDING AT FIFTH AND
 JZ3525'MAIN STREETS IN DOWNTOWN CINCINNATI, PROCEED NORTH ALONG MAIN ST. FOR
 JZ3525'0.41 MI (0.66 KM) TO CENTRAL PKY. TURN WEST FOR 5 BLOCKS THEN GO
 JZ3525'NORTH ON CENTRAL PKY. FOR 3.81 MI (6.13 KM) TO CTC TO THE
 JZ3525'STATION. STATION IS SET FLUSH WITH THE GROUND AND IS 9.0 FT (2.7 M)
 JZ3525'SOUTHWEST OF THE NORTHWEST CORNER OF CONCRETE WALK ON THE WEST SIDE OF
 JZ3525'THE PAVED PARKING AREA, 11.8 FT (3.6 M) WEST OF THE WEST EDGE OF
 JZ3525'CONCRETE WALK ON THE WEST SIDE OF THE PAVED PARKING AREA, 25.9 FT
 JZ3525'(7.9 M) NORTHWEST OF MANHOLE LOCATED ON THE CENTER OF THE PAVED
 JZ3525'PARKING AREA AND 57.0 FT (17.4 M) SOUTHWEST OF THE SOUTHWEST CORNER
 JZ3525'OF THE MAIN SCHOOL BUILDING ON THE NORTH SIDE OF THE SMOKE STACK.
 JZ3525
 JZ3525                          STATION RECOVERY (2006)
 JZ3525
 JZ3525'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BMW)
 JZ3525'RECOVERED AS DESCRIBED, MARK IN LANDSCAPING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3555 ***********************************************************************
 JZ3555  DESIGNATION -  7040
 JZ3555  PID         -  JZ3555
 JZ3555  STATE/COUNTY-  OH/HAMILTON
 JZ3555  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3555
 JZ3555                         *CURRENT SURVEY CONTROL
 JZ3555  ___________________________________________________________________
 JZ3555* NAD 83(1986)-  39 07 52.     (N)    084 35 19.     (W)     SCALED    
 JZ3555* NAVD 88     -       228.340  (meters)     749.15   (feet)  ADJUSTED  
 JZ3555  ___________________________________________________________________
 JZ3555  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3555  DYNAMIC HT  -         228.196 (meters)     748.67  (feet)  COMP
 JZ3555  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 JZ3555
 JZ3555  VERT ORDER  -  SECOND    CLASS II
 JZ3555
 JZ3555.The horizontal coordinates were scaled from a topographic map and have
 JZ3555.an estimated accuracy of +/- 6 seconds.
 JZ3555
 JZ3555.The orthometric height was determined by differential leveling
 JZ3555.and adjusted by the National Geodetic Survey in March 1993..
 JZ3555
 JZ3555.The geoid height was determined by GEOID03.
 JZ3555
 JZ3555.The dynamic height is computed by dividing the NAVD 88
 JZ3555.geopotential number by the normal gravity value computed on the
 JZ3555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3555.degrees latitude (g = 980.6199 gals.).
 JZ3555
 JZ3555.The modeled gravity was interpolated from observed gravity values.
 JZ3555
 JZ3555;                    North         East    Units  Estimated Accuracy
 JZ3555;SPC OH S     -   127,660.      419,430.      MT  (+/- 180 meters Scaled)
 JZ3555
 JZ3555                          SUPERSEDED SURVEY CONTROL
 JZ3555
 JZ3555  NGVD 29 (08/25/92)  228.519  (m)          749.73   (f) ADJUSTED    2 2
 JZ3555
 JZ3555.Superseded values are not recommended for survey control.
 JZ3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3555.See file dsdata.txt to determine how the superseded data were derived.
 JZ3555
 JZ3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ084340(NAD 83)
 JZ3555_MARKER: DB = BENCH MARK DISK
 JZ3555_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ3555+WITH SETTING: PAVEMENT
 JZ3555_SP_SET: 24-IN X 24-IN CONCRETE POLE BA
 JZ3555_STAMPING: 7040 1991
 JZ3555_MARK LOGO: OH1610
 JZ3555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JZ3555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3555+STABILITY: SURFACE MOTION
 JZ3555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3555+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JZ3555
 JZ3555  HISTORY     - Date     Condition        Report By
 JZ3555  HISTORY     - 1991     MONUMENTED       WOOLPT
 JZ3555
 JZ3555                          STATION DESCRIPTION
 JZ3555
 JZ3555'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3555'INTERMEDIATE MARK 7040 IS LOCATED AT THE -Y- INTERSECTION OF QUEEN
 JZ3555'CITY AVENUE AND LAFEUILLE AVENUE, IN THE SUBURB OF WESTWOOD, IN
 JZ3555'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3555'SET IN THE SOUTHWEST CORNER OF A 24-IN X 24-IN CONCRETE POLE BASE
 JZ3555'THAT IS LOCATED IN THE CONCRETE ISLAND OF SAID INTERSECTION, 19.1 FT
 JZ3555'WEST OF THE CURB ON THE EAST SIDE OF THE ISLAND AND 7.4 FT NORTHEAST
 JZ3555'OF THE CURB ON THE SOUTHWESTERLY SIDE OF THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3558 ***********************************************************************
 JZ3558  DESIGNATION -  7041
 JZ3558  PID         -  JZ3558
 JZ3558  STATE/COUNTY-  OH/HAMILTON
 JZ3558  USGS QUAD   -  COVINGTON (1987)
 JZ3558
 JZ3558                         *CURRENT SURVEY CONTROL
 JZ3558  ___________________________________________________________________
 JZ3558* NAD 83(1986)-  39 06 50.     (N)    084 35 06.     (W)     SCALED    
 JZ3558* NAVD 88     -       266.724  (meters)     875.08   (feet)  ADJUSTED  
 JZ3558  ___________________________________________________________________
 JZ3558  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3558  DYNAMIC HT  -         266.556 (meters)     874.53  (feet)  COMP
 JZ3558  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JZ3558
 JZ3558  VERT ORDER  -  SECOND    CLASS II
 JZ3558
 JZ3558.The horizontal coordinates were scaled from a topographic map and have
 JZ3558.an estimated accuracy of +/- 6 seconds.
 JZ3558
 JZ3558.The orthometric height was determined by differential leveling
 JZ3558.and adjusted by the National Geodetic Survey in March 1993..
 JZ3558
 JZ3558.The geoid height was determined by GEOID03.
 JZ3558
 JZ3558.The dynamic height is computed by dividing the NAVD 88
 JZ3558.geopotential number by the normal gravity value computed on the
 JZ3558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3558.degrees latitude (g = 980.6199 gals.).
 JZ3558
 JZ3558.The modeled gravity was interpolated from observed gravity values.
 JZ3558
 JZ3558;                    North         East    Units  Estimated Accuracy
 JZ3558;SPC OH S     -   125,740.      419,700.      MT  (+/- 180 meters Scaled)
 JZ3558
 JZ3558                          SUPERSEDED SURVEY CONTROL
 JZ3558
 JZ3558  NGVD 29 (08/25/92)  266.904  (m)          875.67   (f) ADJUSTED    2 2
 JZ3558
 JZ3558.Superseded values are not recommended for survey control.
 JZ3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3558.See file dsdata.txt to determine how the superseded data were derived.
 JZ3558
 JZ3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ087321(NAD 83)
 JZ3558_MARKER: DB = BENCH MARK DISK
 JZ3558_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ3558_SP_SET: 12 IN CONCRETE RETAINING WALL
 JZ3558_STAMPING: 7041 1991
 JZ3558_MARK LOGO: OH1610
 JZ3558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JZ3558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3558+STABILITY: SURFACE MOTION
 JZ3558
 JZ3558  HISTORY     - Date     Condition        Report By
 JZ3558  HISTORY     - 1991     MONUMENTED       WOOLPT
 JZ3558  HISTORY     - 20040124 GOOD             GEOCAC
 JZ3558
 JZ3558                          STATION DESCRIPTION
 JZ3558
 JZ3558'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3558'INTERMEDIATE MARK 7041 IS LOCATED AT THE NORTHWEST CORNER OF THE
 JZ3558'INTERSECTION OF GLENWAY AVENUE AND BEECH AVENUE, IN THE SUBURB OF
 JZ3558'PRICE HILL, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY
 JZ3558'DESCRIBED AS BEING SET AT THE EAST END OF A 12-INCH CONCRETE
 JZ3558'RETAINING WALL LOCATED JUST INSIDE A CONCRETE WALK, 14.6 FT WEST OF
 JZ3558'THE WEST CURB OF SAID BEECH STREET AND 10.5 FT NORTH OF THE NORTH
 JZ3558'CURB OF SAID GLENWAY AVENUE.
 JZ3558
 JZ3558                          STATION RECOVERY (2004)
 JZ3558
 JZ3558'RECOVERY NOTE BY GEOCACHING 2004
 JZ3558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3559 ***********************************************************************
 JZ3559  DESIGNATION -  7042
 JZ3559  PID         -  JZ3559
 JZ3559  STATE/COUNTY-  OH/HAMILTON
 JZ3559  USGS QUAD   -  COVINGTON (1987)
 JZ3559
 JZ3559                         *CURRENT SURVEY CONTROL
 JZ3559  ___________________________________________________________________
 JZ3559* NAD 83(1986)-  39 06 08.     (N)    084 33 42.     (W)     SCALED    
 JZ3559* NAVD 88     -       239.792  (meters)     786.72   (feet)  ADJUSTED  
 JZ3559  ___________________________________________________________________
 JZ3559  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3559  DYNAMIC HT  -         239.641 (meters)     786.22  (feet)  COMP
 JZ3559  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JZ3559
 JZ3559  VERT ORDER  -  SECOND    CLASS II
 JZ3559
 JZ3559.The horizontal coordinates were scaled from a topographic map and have
 JZ3559.an estimated accuracy of +/- 6 seconds.
 JZ3559
 JZ3559.The orthometric height was determined by differential leveling
 JZ3559.and adjusted by the National Geodetic Survey in March 1993..
 JZ3559
 JZ3559.The geoid height was determined by GEOID03.
 JZ3559
 JZ3559.The dynamic height is computed by dividing the NAVD 88
 JZ3559.geopotential number by the normal gravity value computed on the
 JZ3559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3559.degrees latitude (g = 980.6199 gals.).
 JZ3559
 JZ3559.The modeled gravity was interpolated from observed gravity values.
 JZ3559
 JZ3559;                    North         East    Units  Estimated Accuracy
 JZ3559;SPC OH S     -   124,400.      421,690.      MT  (+/- 180 meters Scaled)
 JZ3559
 JZ3559                          SUPERSEDED SURVEY CONTROL
 JZ3559
 JZ3559  NGVD 29 (08/25/92)  239.973  (m)          787.31   (f) ADJUSTED    2 2
 JZ3559
 JZ3559.Superseded values are not recommended for survey control.
 JZ3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3559.See file dsdata.txt to determine how the superseded data were derived.
 JZ3559
 JZ3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ108309(NAD 83)
 JZ3559_MARKER: DB = BENCH MARK DISK
 JZ3559_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ3559_SP_SET: SIDEWALK
 JZ3559_STAMPING: 7042 1991
 JZ3559_MARK LOGO: OH1610
 JZ3559_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JZ3559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3559+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JZ3559
 JZ3559  HISTORY     - Date     Condition        Report By
 JZ3559  HISTORY     - 1991     MONUMENTED       WOOLPT
 JZ3559
 JZ3559                          STATION DESCRIPTION
 JZ3559
 JZ3559'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3559'INTERMEDIATE MARK 7042 IS LOCATED ON THE WEST SIDE OF GRAND AVENUE
 JZ3559'JUST EAST THE INTERSECTION OF HAWTHORNE AVENUE AND BASSETT ROAD, IN
 JZ3559'THE SUBURB OF PRICE HILL, IN CINCINNATI OHIO.  THE STATION IS MORE
 JZ3559'PARTICULARLY DESCRIBED AS BEING SET IN THE NORTH SIDE OF A 5 FT
 JZ3559'CONCRETE WALK, 18 FT NORTH OF A 3.5 FT CHAIN LINK FENCE AND 9 FT WEST
 JZ3559'OF THE WEST CURB OF SAID GRAND AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3560 ***********************************************************************
 JZ3560  DESIGNATION -  7043
 JZ3560  PID         -  JZ3560
 JZ3560  STATE/COUNTY-  OH/HAMILTON
 JZ3560  USGS QUAD   -  COVINGTON (1987)
 JZ3560
 JZ3560                         *CURRENT SURVEY CONTROL
 JZ3560  ___________________________________________________________________
 JZ3560* NAD 83(1986)-  39 06 23.     (N)    084 34 41.     (W)     SCALED    
 JZ3560* NAVD 88     -       253.028  (meters)     830.14   (feet)  ADJUSTED  
 JZ3560  ___________________________________________________________________
 JZ3560  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3560  DYNAMIC HT  -         252.869 (meters)     829.62  (feet)  COMP
 JZ3560  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 JZ3560
 JZ3560  VERT ORDER  -  SECOND    CLASS II
 JZ3560
 JZ3560.The horizontal coordinates were scaled from a topographic map and have
 JZ3560.an estimated accuracy of +/- 6 seconds.
 JZ3560
 JZ3560.The orthometric height was determined by differential leveling
 JZ3560.and adjusted by the National Geodetic Survey in March 1993..
 JZ3560
 JZ3560.The geoid height was determined by GEOID03.
 JZ3560
 JZ3560.The dynamic height is computed by dividing the NAVD 88
 JZ3560.geopotential number by the normal gravity value computed on the
 JZ3560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3560.degrees latitude (g = 980.6199 gals.).
 JZ3560
 JZ3560.The modeled gravity was interpolated from observed gravity values.
 JZ3560
 JZ3560;                    North         East    Units  Estimated Accuracy
 JZ3560;SPC OH S     -   124,890.      420,280.      MT  (+/- 180 meters Scaled)
 JZ3560
 JZ3560                          SUPERSEDED SURVEY CONTROL
 JZ3560
 JZ3560  NGVD 29 (08/25/92)  253.209  (m)          830.74   (f) ADJUSTED    2 2
 JZ3560
 JZ3560.Superseded values are not recommended for survey control.
 JZ3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3560.See file dsdata.txt to determine how the superseded data were derived.
 JZ3560
 JZ3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ094313(NAD 83)
 JZ3560_MARKER: DB = BENCH MARK DISK
 JZ3560_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ3560_SP_SET: 5 FT CONCRETE SIDEWALK
 JZ3560_STAMPING: 7043 1991
 JZ3560_MARK LOGO: OH1610
 JZ3560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JZ3560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3560
 JZ3560  HISTORY     - Date     Condition        Report By
 JZ3560  HISTORY     - 1991     MONUMENTED       WOOLPT
 JZ3560
 JZ3560                          STATION DESCRIPTION
 JZ3560
 JZ3560'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3560'INTERMEDIATE MARK 7043 IS LOCATED IN THE NORTHEAST CORNER OF THE
 JZ3560'INTERSECTION OF SETON AVENUE AND EIGHTH STREET, IN THE SUBURB OF
 JZ3560'PRICE HILL, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY
 JZ3560'DESCRIBED AS BEING SET AT THE ANGLED INTERSECTION OF THE NORTH BOUND
 JZ3560'AND WEST BOUND SIDEWALKS, 7.8 FT WEST OF THE PRODUCED EAST CURB EDGE
 JZ3560'OF SAID SETON AVENUE AND 13 FT NORTH OF THE PRODUCED SOUTH CURB EDGE
 JZ3560'OF SAID EIGHTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3562 ***********************************************************************
 JZ3562  DESIGNATION -  7044
 JZ3562  PID         -  JZ3562
 JZ3562  STATE/COUNTY-  OH/HAMILTON
 JZ3562  USGS QUAD   -  COVINGTON (1987)
 JZ3562
 JZ3562                         *CURRENT SURVEY CONTROL
 JZ3562  ___________________________________________________________________
 JZ3562* NAD 83(1986)-  39 06 33.     (N)    084 35 55.     (W)     SCALED    
 JZ3562* NAVD 88     -       272.717  (meters)     894.74   (feet)  ADJUSTED  
 JZ3562  ___________________________________________________________________
 JZ3562  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3562  DYNAMIC HT  -         272.545 (meters)     894.17  (feet)  COMP
 JZ3562  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 JZ3562
 JZ3562  VERT ORDER  -  SECOND    CLASS II
 JZ3562
 JZ3562.The horizontal coordinates were scaled from a topographic map and have
 JZ3562.an estimated accuracy of +/- 6 seconds.
 JZ3562
 JZ3562.The orthometric height was determined by differential leveling
 JZ3562.and adjusted by the National Geodetic Survey in March 1993..
 JZ3562
 JZ3562.The geoid height was determined by GEOID03.
 JZ3562
 JZ3562.The dynamic height is computed by dividing the NAVD 88
 JZ3562.geopotential number by the normal gravity value computed on the
 JZ3562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3562.degrees latitude (g = 980.6199 gals.).
 JZ3562
 JZ3562.The modeled gravity was interpolated from observed gravity values.
 JZ3562
 JZ3562;                    North         East    Units  Estimated Accuracy
 JZ3562;SPC OH S     -   125,240.      418,510.      MT  (+/- 180 meters Scaled)
 JZ3562
 JZ3562                          SUPERSEDED SURVEY CONTROL
 JZ3562
 JZ3562  NGVD 29 (08/25/92)  272.898  (m)          895.33   (f) ADJUSTED    2 2
 JZ3562
 JZ3562.Superseded values are not recommended for survey control.
 JZ3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3562.See file dsdata.txt to determine how the superseded data were derived.
 JZ3562
 JZ3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ076316(NAD 83)
 JZ3562_MARKER: DB = BENCH MARK DISK
 JZ3562_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ3562+WITH SETTING: PAVEMENT
 JZ3562_SP_SET: 24 IN X 24 IN CONCRETE POLE BA
 JZ3562_STAMPING: 7044 1991
 JZ3562_MARK LOGO: OH1610
 JZ3562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JZ3562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3562+STABILITY: SURFACE MOTION
 JZ3562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3562+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2005
 JZ3562
 JZ3562  HISTORY     - Date     Condition        Report By
 JZ3562  HISTORY     - 1991     MONUMENTED       WOOLPT
 JZ3562  HISTORY     - 20051229 GOOD             GEOCAC
 JZ3562
 JZ3562                          STATION DESCRIPTION
 JZ3562
 JZ3562'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3562'INTERMEDIATE MARK 7044 IS LOCATED IN THE SOUTHEAST CORNER OF THE -T-
 JZ3562'INTERSECTION OF WEST EIGHTH STREET AND PEDRETTI AVENUE, IN THE SUBURB
 JZ3562'OF PRICE HILL, IN CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY
 JZ3562'DESCRIBED AS BEING SET IN THE NORTHWEST CORNER OF A 24-IN X 24-IN
 JZ3562'CONCRETE POLE BASE, 12 FT EAST OF THE EAST LINE PRODUCED NORTH OF THE
 JZ3562'EAST CURB EDGE OF SAID PEDRETTI AVENUE AND INSIDE A 5 FT CONCRETE
 JZ3562'SIDEWALK THAT RUNS PARALLEL WITH SAID EIGHTH STREET.
 JZ3562
 JZ3562                          STATION RECOVERY (2005)
 JZ3562
 JZ3562'RECOVERY NOTE BY GEOCACHING 2005
 JZ3562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3564 ***********************************************************************
 JZ3564  DESIGNATION -  7045
 JZ3564  PID         -  JZ3564
 JZ3564  STATE/COUNTY-  OH/HAMILTON
 JZ3564  USGS QUAD   -  COVINGTON (1987)
 JZ3564
 JZ3564                         *CURRENT SURVEY CONTROL
 JZ3564  ___________________________________________________________________
 JZ3564* NAD 83(1986)-  39 06 14.     (N)    084 36 23.     (W)     SCALED    
 JZ3564* NAVD 88     -       272.458  (meters)     893.89   (feet)  ADJUSTED  
 JZ3564  ___________________________________________________________________
 JZ3564  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3564  DYNAMIC HT  -         272.286 (meters)     893.33  (feet)  COMP
 JZ3564  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JZ3564
 JZ3564  VERT ORDER  -  SECOND    CLASS II
 JZ3564
 JZ3564.The horizontal coordinates were scaled from a topographic map and have
 JZ3564.an estimated accuracy of +/- 6 seconds.
 JZ3564
 JZ3564.The orthometric height was determined by differential leveling
 JZ3564.and adjusted by the National Geodetic Survey in March 1993..
 JZ3564
 JZ3564.The geoid height was determined by GEOID03.
 JZ3564
 JZ3564.The dynamic height is computed by dividing the NAVD 88
 JZ3564.geopotential number by the normal gravity value computed on the
 JZ3564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3564.degrees latitude (g = 980.6199 gals.).
 JZ3564
 JZ3564.The modeled gravity was interpolated from observed gravity values.
 JZ3564
 JZ3564;                    North         East    Units  Estimated Accuracy
 JZ3564;SPC OH S     -   124,670.      417,820.      MT  (+/- 180 meters Scaled)
 JZ3564
 JZ3564                          SUPERSEDED SURVEY CONTROL
 JZ3564
 JZ3564  NGVD 29 (08/25/92)  272.639  (m)          894.48   (f) ADJUSTED    2 2
 JZ3564
 JZ3564.Superseded values are not recommended for survey control.
 JZ3564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3564.See file dsdata.txt to determine how the superseded data were derived.
 JZ3564
 JZ3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ069310(NAD 83)
 JZ3564_MARKER: DB = BENCH MARK DISK
 JZ3564_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ3564_SP_SET: CONCRETE CURB
 JZ3564_STAMPING: 7045 1991
 JZ3564_MARK LOGO: OH1610
 JZ3564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JZ3564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3564
 JZ3564  HISTORY     - Date     Condition        Report By
 JZ3564  HISTORY     - 1991     MONUMENTED       WOOLPT
 JZ3564  HISTORY     - 20051229 GOOD             GEOCAC
 JZ3564
 JZ3564                          STATION DESCRIPTION
 JZ3564
 JZ3564'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3564'INTERMEDIATE MARK 7045 IS LOCATED EAST OF THE -T- INTERSECTION OF
 JZ3564'FOLEY ROAD AND GREENWELL ROAD, IN THE SUBURB OF DELHI, IN CINCINNATI
 JZ3564'OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING SET ON THE
 JZ3564'NORTH CURB OF SAID FOLEY ROAD 45 FT EAST OF THE EAST CURB LINE
 JZ3564'EXTENDED NORTH OF SAID GREENWELL ROAD.
 JZ3564
 JZ3564                          STATION RECOVERY (2005)
 JZ3564
 JZ3564'RECOVERY NOTE BY GEOCACHING 2005
 JZ3564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3573 ***********************************************************************
 JZ3573  DESIGNATION -  7046
 JZ3573  PID         -  JZ3573
 JZ3573  STATE/COUNTY-  OH/HAMILTON
 JZ3573  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3573
 JZ3573                         *CURRENT SURVEY CONTROL
 JZ3573  ___________________________________________________________________
 JZ3573* NAD 83(1986)-  39 07 40.     (N)    084 30 08.     (W)     SCALED    
 JZ3573* NAVD 88     -       246.042  (meters)     807.22   (feet)  ADJUSTED  
 JZ3573  ___________________________________________________________________
 JZ3573  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3573  DYNAMIC HT  -         245.887 (meters)     806.71  (feet)  COMP
 JZ3573  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JZ3573
 JZ3573  VERT ORDER  -  SECOND    CLASS II
 JZ3573
 JZ3573.The horizontal coordinates were scaled from a topographic map and have
 JZ3573.an estimated accuracy of +/- 6 seconds.
 JZ3573
 JZ3573.The orthometric height was determined by differential leveling
 JZ3573.and adjusted by the National Geodetic Survey in March 1993..
 JZ3573
 JZ3573.The geoid height was determined by GEOID03.
 JZ3573
 JZ3573.The dynamic height is computed by dividing the NAVD 88
 JZ3573.geopotential number by the normal gravity value computed on the
 JZ3573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3573.degrees latitude (g = 980.6199 gals.).
 JZ3573
 JZ3573.The modeled gravity was interpolated from observed gravity values.
 JZ3573
 JZ3573;                    North         East    Units  Estimated Accuracy
 JZ3573;SPC OH S     -   127,120.      426,890.      MT  (+/- 180 meters Scaled)
 JZ3573
 JZ3573                          SUPERSEDED SURVEY CONTROL
 JZ3573
 JZ3573  NGVD 29 (08/25/92)  246.218  (m)          807.80   (f) ADJUSTED    2 2
 JZ3573
 JZ3573.Superseded values are not recommended for survey control.
 JZ3573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3573.See file dsdata.txt to determine how the superseded data were derived.
 JZ3573
 JZ3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ159339(NAD 83)
 JZ3573_MARKER: DB = BENCH MARK DISK
 JZ3573_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ3573_SP_SET: TOP LANDING OF CONC. BRIDGE ST
 JZ3573_STAMPING: 7046 1991
 JZ3573_MARK LOGO: OH1610
 JZ3573_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JZ3573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3573+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 JZ3573
 JZ3573  HISTORY     - Date     Condition        Report By
 JZ3573  HISTORY     - 1991     MONUMENTED       WOOLPT
 JZ3573  HISTORY     - 20031210 GOOD             GEOCAC
 JZ3573
 JZ3573                          STATION DESCRIPTION
 JZ3573
 JZ3573'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3573'INTERMEDIATE MARK 7046 IS LOCATED IN THE TOP LANDING OF CONCRETE
 JZ3573'STEPS OF THE MCMILLAN STREET BRIDGE WHICH OVERPASSES READING ROAD, IN
 JZ3573'THE SUBURB OF WALNUT HILLS, IN CINCINNATI OHIO.  THE STATION IS MORE
 JZ3573'PARTICULARLY DESCRIBED AS BEING SET IN THE NORTHEAST CORNER OF SAID
 JZ3573'CONCRETE LANDING AND 9.0 FT SOUTH OF THE SOUTH CURB OF SAID MCMILLAN
 JZ3573'STREET.
 JZ3573
 JZ3573                          STATION RECOVERY (2003)
 JZ3573
 JZ3573'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 JZ3573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3582 ***********************************************************************
 JZ3582  DESIGNATION -  7047
 JZ3582  PID         -  JZ3582
 JZ3582  STATE/COUNTY-  OH/HAMILTON
 JZ3582  USGS QUAD   -  NEWPORT (1987)
 JZ3582
 JZ3582                         *CURRENT SURVEY CONTROL
 JZ3582  ___________________________________________________________________
 JZ3582* NAD 83(1986)-  39 04 33.     (N)    084 23 29.     (W)     SCALED    
 JZ3582* NAVD 88     -       216.542  (meters)     710.44   (feet)  ADJUSTED  
 JZ3582  ___________________________________________________________________
 JZ3582  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3582  DYNAMIC HT  -         216.406 (meters)     709.99  (feet)  COMP
 JZ3582  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 JZ3582
 JZ3582  VERT ORDER  -  SECOND    CLASS II
 JZ3582
 JZ3582.The horizontal coordinates were scaled from a topographic map and have
 JZ3582.an estimated accuracy of +/- 6 seconds.
 JZ3582
 JZ3582.The orthometric height was determined by differential leveling
 JZ3582.and adjusted by the National Geodetic Survey in March 1993..
 JZ3582
 JZ3582.The geoid height was determined by GEOID03.
 JZ3582
 JZ3582.The dynamic height is computed by dividing the NAVD 88
 JZ3582.geopotential number by the normal gravity value computed on the
 JZ3582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3582.degrees latitude (g = 980.6199 gals.).
 JZ3582
 JZ3582.The modeled gravity was interpolated from observed gravity values.
 JZ3582
 JZ3582;                    North         East    Units  Estimated Accuracy
 JZ3582;SPC OH S     -   121,150.      436,350.      MT  (+/- 180 meters Scaled)
 JZ3582
 JZ3582                          SUPERSEDED SURVEY CONTROL
 JZ3582
 JZ3582  NGVD 29 (08/25/92)  216.722  (m)          711.03   (f) ADJUSTED    2 2
 JZ3582
 JZ3582.Superseded values are not recommended for survey control.
 JZ3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3582.See file dsdata.txt to determine how the superseded data were derived.
 JZ3582
 JZ3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ256284(NAD 83)
 JZ3582_MARKER: DB = BENCH MARK DISK
 JZ3582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ3582_SP_SET: 4.5 FT X 4.5 FT CONCRETE SLAB
 JZ3582_STAMPING: 7047 1991
 JZ3582_MARK LOGO: OH1610
 JZ3582_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JZ3582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3582
 JZ3582  HISTORY     - Date     Condition        Report By
 JZ3582  HISTORY     - 1991     MONUMENTED       WOOLPT
 JZ3582  HISTORY     - 20060609 GOOD             GEOCAC
 JZ3582
 JZ3582                          STATION DESCRIPTION
 JZ3582
 JZ3582'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3582'INTERMEDIATE MARK 7047 IS LOCATED IN THE NORTHWEST CORNER OF THE
 JZ3582'INTERSECTION OF SALEM AND SUTTON ROADS, IN THE SUBURB OF MT.
 JZ3582'WASHINGTON, IN CINCINNATI OHIO.  THE MARK IS MORE PARTICULARLY
 JZ3582'DESCRIBED AS BEING 66.5 FT NORTH OF THE NORTH EDGE OF SAID SALEM ROAD
 JZ3582'AND 2.7 FT EAST OF THE EAST EDGE OF SAID SUTTON ROAD.
 JZ3582
 JZ3582                          STATION RECOVERY (2006)
 JZ3582
 JZ3582'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3582'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3568 ***********************************************************************
 JZ3568  DESIGNATION -  7048
 JZ3568  PID         -  JZ3568
 JZ3568  STATE/COUNTY-  OH/HAMILTON
 JZ3568  USGS QUAD   -  COVINGTON (1987)
 JZ3568
 JZ3568                         *CURRENT SURVEY CONTROL
 JZ3568  ___________________________________________________________________
 JZ3568* NAD 83(1986)-  39 06 28.     (N)    084 33 02.     (W)     SCALED    
 JZ3568* NAVD 88     -       150.848  (meters)     494.91   (feet)  ADJUSTED  
 JZ3568  ___________________________________________________________________
 JZ3568  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3568  DYNAMIC HT  -         150.752 (meters)     494.59  (feet)  COMP
 JZ3568  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JZ3568
 JZ3568  VERT ORDER  -  SECOND    CLASS II
 JZ3568
 JZ3568.The horizontal coordinates were scaled from a topographic map and have
 JZ3568.an estimated accuracy of +/- 6 seconds.
 JZ3568
 JZ3568.The orthometric height was determined by differential leveling
 JZ3568.and adjusted by the National Geodetic Survey in March 1993..
 JZ3568
 JZ3568.The geoid height was determined by GEOID03.
 JZ3568
 JZ3568.The dynamic height is computed by dividing the NAVD 88
 JZ3568.geopotential number by the normal gravity value computed on the
 JZ3568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3568.degrees latitude (g = 980.6199 gals.).
 JZ3568
 JZ3568.The modeled gravity was interpolated from observed gravity values.
 JZ3568
 JZ3568;                    North         East    Units  Estimated Accuracy
 JZ3568;SPC OH S     -   124,990.      422,660.      MT  (+/- 180 meters Scaled)
 JZ3568
 JZ3568                          SUPERSEDED SURVEY CONTROL
 JZ3568
 JZ3568  NGVD 29 (08/25/92)  151.014  (m)          495.45   (f) ADJUSTED    2 2
 JZ3568
 JZ3568.Superseded values are not recommended for survey control.
 JZ3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3568.See file dsdata.txt to determine how the superseded data were derived.
 JZ3568
 JZ3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ117315(NAD 83)
 JZ3568_MARKER: Q = CHISELED SQUARE
 JZ3568_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ3568+WITH SETTING: PAVEMENT
 JZ3568_SP_SET: 3 FT X 3 FT CONCRETE SIGNAL BA
 JZ3568_MARK LOGO: NONE  
 JZ3568_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3568+STABILITY: SURFACE MOTION
 JZ3568
 JZ3568  HISTORY     - Date     Condition        Report By
 JZ3568  HISTORY     - 1991     MONUMENTED       WOOLPT
 JZ3568
 JZ3568                          STATION DESCRIPTION
 JZ3568
 JZ3568'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JZ3568'INTERMEDIATE MARK 7048 IS LOCATED ON THE NORTH SIDE OF GEST STREET,
 JZ3568'JUST EAST OF DEPOT STREET, IN THE AREA OF THE CSX RAILWAY DEPOT, IN
 JZ3568'CINCINNATI OHIO.  THE STATION IS MORE PARTICULARLY DESCRIBED AS BEING
 JZ3568'A 3-IN X 3-IN CHISELED SQUARE CUT IN THE SOUTHWEST CORNER OF A 3 FT X
 JZ3568'3 FT CONCRETE BASE FOR A RAILROAD SIGNAL POST, 31.5 FT EAST OF THE
 JZ3568'CENTERLINE OF THE EASTERNMOST TRACKS AND 2.3 FT NORTH OF THE NORTH
 JZ3568'CURB OF SAID GEST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1137 ***********************************************************************
 HY1137  DESIGNATION -  707
 HY1137  PID         -  HY1137
 HY1137  STATE/COUNTY-  OH/JACKSON
 HY1137  USGS QUAD   -  OAK HILL (1985)
 HY1137
 HY1137                         *CURRENT SURVEY CONTROL
 HY1137  ___________________________________________________________________
 HY1137* NAD 83(1986)-  38 53 44.     (N)    082 34 22.     (W)     SCALED    
 HY1137* NAVD 88     -       215.502  (meters)     707.03   (feet)  ADJUSTED  
 HY1137  ___________________________________________________________________
 HY1137  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HY1137  DYNAMIC HT  -         215.366 (meters)     706.58  (feet)  COMP
 HY1137  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 HY1137
 HY1137  VERT ORDER  -  SECOND    CLASS 0
 HY1137
 HY1137.The horizontal coordinates were scaled from a topographic map and have
 HY1137.an estimated accuracy of +/- 6 seconds.
 HY1137
 HY1137.The orthometric height was determined by differential leveling
 HY1137.and adjusted by the National Geodetic Survey in June 1991..
 HY1137
 HY1137.The geoid height was determined by GEOID03.
 HY1137
 HY1137.The dynamic height is computed by dividing the NAVD 88
 HY1137.geopotential number by the normal gravity value computed on the
 HY1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1137.degrees latitude (g = 980.6199 gals.).
 HY1137
 HY1137.The modeled gravity was interpolated from observed gravity values.
 HY1137
 HY1137;                    North         East    Units  Estimated Accuracy
 HY1137;SPC OH S     -    99,420.      593,690.      MT  (+/- 180 meters Scaled)
 HY1137
 HY1137                          SUPERSEDED SURVEY CONTROL
 HY1137
 HY1137  NGVD 29 (??/??/92)  215.690  (m)          707.64   (f) ADJ UNCH    2 0
 HY1137
 HY1137.Superseded values are not recommended for survey control.
 HY1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1137.See file dsdata.txt to determine how the superseded data were derived.
 HY1137
 HY1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD636063(NAD 83)
 HY1137_MARKER: P = PIPE CAP
 HY1137_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1137_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1137_STAMPING: 707.594
 HY1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1137
 HY1137  HISTORY     - Date     Condition        Report By
 HY1137  HISTORY     - UNK      MONUMENTED       USGS
 HY1137  HISTORY     - 1958     GOOD             NGS
 HY1137
 HY1137                          STATION DESCRIPTION
 HY1137
 HY1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1137'AT OAK HILL.
 HY1137'AT OAK HILL, AT THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD
 HY1137'AND MAIN STREET, IN SECTION 13, T 5N, R 18W, 72.4 FEET NORTHWEST
 HY1137'AND ACROSS THE TRACKS FROM THE NORTHWEST CORNER OF THE RAILROAD
 HY1137'STATION BUILDING, 23 1/2 FEET WEST-NORTHWEST OF WEST-NORTHWEST
 HY1137'RAIL OF WEST-NORTHWEST TRACK, 36.3 FEET WEST-NORTHWEST OF
 HY1137'WEST-NORTHWEST RAIL OF THE MAIN TRACK, 5 FEET SOUTH OF SOUTH
 HY1137'CURB OF MAIN STREET, 14.6 FEET NORTHEAST OF THE NORTH CORNER
 HY1137'OF A BUILDING HOUSING A RESTAURANT, 3.8 FEET EAST OF A POWER
 HY1137'POLE NUMBER 49-1, A USGS CAP ON AN IRON PIPE PROJECTING 5 INCHES
 HY1137'ABOVE THE LEVEL OF THE SIDEWALK.  NOTE-- ALL OTHER STAMPING
 HY1137'AND LETTERING ARE WORN OFF OF THE CAP, SEEMS THAT THE MARK IS
 HY1137'BEING USED AS A FOOT REST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0435 ***********************************************************************
 MD0435  DESIGNATION -  709
 MD0435  PID         -  MD0435
 MD0435  STATE/COUNTY-  OH/DEFIANCE
 MD0435  USGS QUAD   -  SHERWOOD (1973)
 MD0435
 MD0435                         *CURRENT SURVEY CONTROL
 MD0435  ___________________________________________________________________
 MD0435* NAD 83(1986)-  41 17 17.     (N)    084 33 12.     (W)     SCALED    
 MD0435* NAVD 88     -       215.677  (meters)     707.60   (feet)  ADJUSTED  
 MD0435  ___________________________________________________________________
 MD0435  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 MD0435  DYNAMIC HT  -         215.589 (meters)     707.31  (feet)  COMP
 MD0435  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 MD0435
 MD0435  VERT ORDER  -  SECOND    CLASS 0
 MD0435
 MD0435.The horizontal coordinates were scaled from a topographic map and have
 MD0435.an estimated accuracy of +/- 6 seconds.
 MD0435
 MD0435.The orthometric height was determined by differential leveling
 MD0435.and adjusted by the National Geodetic Survey in June 1991..
 MD0435
 MD0435.The geoid height was determined by GEOID03.
 MD0435
 MD0435.The dynamic height is computed by dividing the NAVD 88
 MD0435.geopotential number by the normal gravity value computed on the
 MD0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0435.degrees latitude (g = 980.6199 gals.).
 MD0435
 MD0435.The modeled gravity was interpolated from observed gravity values.
 MD0435
 MD0435;                    North         East    Units  Estimated Accuracy
 MD0435;SPC OH N     -   182,070.      428,020.      MT  (+/- 180 meters Scaled)
 MD0435
 MD0435                          SUPERSEDED SURVEY CONTROL
 MD0435
 MD0435  NGVD 29 (??/??/92)  215.820  (m)          708.07   (f) ADJ UNCH    2 0
 MD0435
 MD0435.Superseded values are not recommended for survey control.
 MD0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0435.See file dsdata.txt to determine how the superseded data were derived.
 MD0435
 MD0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL048736(NAD 83)
 MD0435_MARKER: P = PIPE CAP
 MD0435_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MD0435_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MD0435_STAMPING: OHIO 709
 MD0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0435
 MD0435  HISTORY     - Date     Condition        Report By
 MD0435  HISTORY     - UNK      MONUMENTED       CGS
 MD0435  HISTORY     - 1946     GOOD             NGS
 MD0435  HISTORY     - 1984     POOR             USPSQD
 MD0435
 MD0435                          STATION DESCRIPTION
 MD0435
 MD0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 MD0435'IN SHERWOOD.
 MD0435'IN SHERWOOD, ABOUT 1 BLOCK NORTH OF THE POST OFFICE, 4.7 FEET
 MD0435'SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH OF CHRIST, 52
 MD0435'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 127, 43 FEET NORTH
 MD0435'OF THE CENTER OF AN EAST-WEST STREET, AND PROJECTING ABOUT
 MD0435'1-FOOT ABOVE THE LEVEL OF THE GROUND.
 MD0435
 MD0435                          STATION RECOVERY (1984)
 MD0435
 MD0435'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD0435'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3314 ***********************************************************************
 KY3314  DESIGNATION -  71 001 1 P CO
 KY3314  PID         -  KY3314
 KY3314  STATE/COUNTY-  OH/PORTAGE
 KY3314  USGS QUAD   -  ALLIANCE (1994)
 KY3314
 KY3314                         *CURRENT SURVEY CONTROL
 KY3314  ___________________________________________________________________
 KY3314* NAD 83(1995)-  40 59 52.20388(N)    081 05 56.06579(W)     ADJUSTED  
 KY3314* NAVD 88     -       318.1    (meters)    1044.     (feet)  VERTCON   
 KY3314  ___________________________________________________________________
 KY3314  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 KY3314  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KY3314
 KY3314  HORZ ORDER  -  SECOND
 KY3314
 KY3314.The horizontal coordinates were established by classical geodetic methods
 KY3314.and adjusted by the National Geodetic Survey in April 1998..
 KY3314
 KY3314.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3314
 KY3314.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3314
 KY3314.The geoid height was determined by GEOID03.
 KY3314
 KY3314;                    North         East     Units Scale Factor Converg.
 KY3314;SPC OH N     -   148,767.432   717,872.906   MT  0.99993988   +0 55 13.6
 KY3314;UTM  17      - 4,538,521.371   491,681.483   MT  0.99960085   -0 03 53.6
 KY3314
 KY3314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3314!SPC OH N     -   0.99995537  x   0.99993988  =   0.99989525
 KY3314!UTM  17      -   0.99995537  x   0.99960085  =   0.99955623
 KY3314
 KY3314                          SUPERSEDED SURVEY CONTROL
 KY3314
 KY3314  NAD 83(1986)-  40 59 52.20907(N)    081 05 56.06900(W) AD(       ) 2
 KY3314  NAD 27      -  40 59 52.00052(N)    081 05 56.72175(W) AD(       ) 2
 KY3314  NGVD 29 (07/19/86)  318.3    (m)         1044.     (f) VERT ANG       
 KY3314
 KY3314.Superseded values are not recommended for survey control.
 KY3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3314.See file dsdata.txt to determine how the superseded data were derived.
 KY3314
 KY3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9168138521(NAD 83)
 KY3314_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3314+STABILITY: SURFACE MOTION
 KY3314
 KY3314  HISTORY     - Date     Condition        Report By
 KY3314  HISTORY     - 1977     MONUMENTED       OH-133
 KY3314
 KY3314                          STATION DESCRIPTION
 KY3314
 KY3314'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3314'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF YALE, 3-1/4 MILES
 KY3314'SOUTHEAST OF ATWATER, 3-1/4 MILES SOUTHWEST OF DEERFIELD, AND
 KY3314'ON THE RIGHT-OF-WAY OF STATE ROUTE 225.
 KY3314'
 KY3314'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3314'AND STATE ROUTE 183 AT ATWATER, GO EAST ON U.S. HIGHWAY 224
 KY3314'FOR 2.6 MILES TO THE INTERSECTION OF U.S. HIGHWAY 224 AND
 KY3314'STATE ROUTE 225, TURN RIGHT ON STATE ROUTE 225 AND GO SOUTH
 KY3314'FOR 1.85 MILES TO THE STATION ON THE RIGHT.
 KY3314'
 KY3314'STATION MARK, STAMPED---71-001-1 1977---, IS A PORTAGE COUNTY
 KY3314'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KY3314'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 185 FEET
 KY3314'NORTH OF POWER POLE NUMBER 69 AL/41, 81.0 FEET SOUTHWEST OF
 KY3314'TELEPHONE POLE NUMBER 14/63, 73.5 FEET SOUTH OF POWER POLE
 KY3314'NUMBER 69 AL/40, 38.2 FEET WEST OF THE CENTERLINE OF STATE
 KY3314'ROUTE 225, AND 7.2 FEET NORTHEAST OF A 6-INCH ASH TREE.
 KY3314'
 KY3314'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3314'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 KY3314'STATION 61 058 1 P CO CAN BE USED AS AZIMUTH MARK.
 KY3314'
 KY3314'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2388 ***********************************************************************
 MB2388  DESIGNATION -  71 004 1 P CO
 MB2388  PID         -  MB2388
 MB2388  STATE/COUNTY-  OH/PORTAGE
 MB2388  USGS QUAD   -  DEERFIELD (1994)
 MB2388
 MB2388                         *CURRENT SURVEY CONTROL
 MB2388  ___________________________________________________________________
 MB2388* NAD 83(1995)-  41 01 05.03195(N)    081 05 55.77495(W)     ADJUSTED  
 MB2388* NAVD 88     -       330.8    (meters)    1085.     (feet)  VERTCON   
 MB2388  ___________________________________________________________________
 MB2388  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 MB2388  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2388
 MB2388  HORZ ORDER  -  SECOND
 MB2388
 MB2388.The horizontal coordinates were established by classical geodetic methods
 MB2388.and adjusted by the National Geodetic Survey in April 1998..
 MB2388
 MB2388.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2388
 MB2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2388
 MB2388.The geoid height was determined by GEOID03.
 MB2388
 MB2388;                    North         East     Units Scale Factor Converg.
 MB2388;SPC OH N     -   151,013.741   717,843.612   MT  0.99993951   +0 55 13.8
 MB2388;UTM  17      - 4,540,767.091   491,690.820   MT  0.99960085   -0 03 53.5
 MB2388
 MB2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2388!SPC OH N     -   0.99995338  x   0.99993951  =   0.99989289
 MB2388!UTM  17      -   0.99995338  x   0.99960085  =   0.99955424
 MB2388
 MB2388                          SUPERSEDED SURVEY CONTROL
 MB2388
 MB2388  NAD 83(1986)-  41 01 05.03713(N)    081 05 55.77793(W) AD(       ) 2
 MB2388  NAD 27      -  41 01 04.82941(N)    081 05 56.43043(W) AD(       ) 2
 MB2388  NGVD 29 (07/19/86)  331.0    (m)         1086.     (f) VERT ANG       
 MB2388
 MB2388.Superseded values are not recommended for survey control.
 MB2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2388.See file dsdata.txt to determine how the superseded data were derived.
 MB2388
 MB2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9169140767(NAD 83)
 MB2388_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2388+STABILITY: SURFACE MOTION
 MB2388
 MB2388  HISTORY     - Date     Condition        Report By
 MB2388  HISTORY     - 1977     MONUMENTED       OH-133
 MB2388
 MB2388                          STATION DESCRIPTION
 MB2388
 MB2388'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2388'THE STATION IS ABOUT 3 MILES SOUTH OF YALE, 2-1/2 MILES
 MB2388'SOUTHWEST OF DEERFIELD, 2-1/2 MILES SOUTHEAST OF ATWATER, AND ON THE
 MB2388'RIGHT-OF-WAY OF STATE ROUTE 225.
 MB2388'
 MB2388'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2388'AND STATE ROUTE 183 AT ATWATER, GO EAST ON U.S. HIGHWAY 224
 MB2388'FOR 2.6 MILES TO THE INTERSECTION OF STATE ROUTE 225.  TURN
 MB2388'RIGHT AND GO SOUTH FOR 0.45 MILE TO THE STATION ON THE
 MB2388'RIGHT.
 MB2388'
 MB2388'STATION MARK, STAMPED---71-004-1 1977---, IS A PORTAGE COUNTY
 MB2388'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2388'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 210 FEET
 MB2388'NORTHWEST OF A GUY POLE, 200 FEET NORTH OF A POWER POLE, 73.0
 MB2388'FEET SOUTH OF A POWER POLE, AND 38.5 FEET WEST OF THE
 MB2388'CENTERLINE OF STATE ROUTE 225.
 MB2388'
 MB2388'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2388'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2388'STATION 61 058 1 P CO CAN BE USED AS AZIMUTH MARK.
 MB2388'
 MB2388'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2414 ***********************************************************************
 MB2414  DESIGNATION -  71 007 1 P CO
 MB2414  PID         -  MB2414
 MB2414  STATE/COUNTY-  OH/PORTAGE
 MB2414  USGS QUAD   -  DEERFIELD (1994)
 MB2414
 MB2414                         *CURRENT SURVEY CONTROL
 MB2414  ___________________________________________________________________
 MB2414* NAD 83(1995)-  41 02 28.79497(N)    081 05 55.44701(W)     ADJUSTED  
 MB2414* NAVD 88     -       341.3    (meters)    1120.     (feet)  VERTCON   
 MB2414  ___________________________________________________________________
 MB2414  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MB2414  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB2414
 MB2414  HORZ ORDER  -  SECOND
 MB2414
 MB2414.The horizontal coordinates were established by classical geodetic methods
 MB2414.and adjusted by the National Geodetic Survey in April 1998..
 MB2414
 MB2414.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2414
 MB2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2414
 MB2414.The geoid height was determined by GEOID03.
 MB2414
 MB2414;                    North         East     Units Scale Factor Converg.
 MB2414;SPC OH N     -   153,597.335   717,809.761   MT  0.99993925   +0 55 14.0
 MB2414;UTM  17      - 4,543,350.010   491,701.401   MT  0.99960085   -0 03 53.4
 MB2414
 MB2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2414!SPC OH N     -   0.99995173  x   0.99993925  =   0.99989098
 MB2414!UTM  17      -   0.99995173  x   0.99960085  =   0.99955260
 MB2414
 MB2414:                Primary Azimuth Mark                     Grid Az
 MB2414:SPC OH N     -  61 098 1 P CO                            000 19 42.8
 MB2414:UTM  17      -  61 098 1 P CO                            001 18 50.2
 MB2414
 MB2414|---------------------------------------------------------------------|
 MB2414| PID    Reference Object                     Distance      Geod. Az  |
 MB2414|                                                           dddmmss.s |
 MB2414| MB2384 61 098 1 P CO                       APPROX. 0.6 KM 0011456.8 |
 MB2414| MB2383 61 100 1 P CO                       APPROX. 0.7 KM 1785127.1 |
 MB2414|---------------------------------------------------------------------|
 MB2414
 MB2414                          SUPERSEDED SURVEY CONTROL
 MB2414
 MB2414  NAD 83(1986)-  41 02 28.80050(N)    081 05 55.44940(W) AD(       ) 2
 MB2414  NAD 27      -  41 02 28.59346(N)    081 05 56.10404(W) AD(       ) 2
 MB2414  NGVD 29 (07/19/86)  341.5    (m)         1120.     (f) VERT ANG       
 MB2414
 MB2414.Superseded values are not recommended for survey control.
 MB2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2414.See file dsdata.txt to determine how the superseded data were derived.
 MB2414
 MB2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9170143350(NAD 83)
 MB2414_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2414+STABILITY: SURFACE MOTION
 MB2414
 MB2414  HISTORY     - Date     Condition        Report By
 MB2414  HISTORY     - 1977     MONUMENTED       OH-133
 MB2414
 MB2414                          STATION DESCRIPTION
 MB2414
 MB2414'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2414'THE STATION IS ABOUT 3 MILES NORTHEAST OF ATWATER, 3 MILES
 MB2414'NORTHWEST OF DEERFIELD, 1-1/2 MILES SOUTH OF YALE, AND ON THE
 MB2414'RIGHT-OF-WAY OF ALLIANCE ROAD, COUNTY HIGHWAY 125.
 MB2414'
 MB2414'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 183,
 MB2414'U.S. HIGHWAY 224, AND COUNTY HIGHWAY 87, WATERLOO ROAD, IN
 MB2414'ATWATER, GO EAST ON U.S. HIGHWAY 224 FOR 2.6 MILES TO THE
 MB2414'INTERSECTION OF STATE ROUTE 225 TO THE SOUTH AND
 MB2414'ALLIANCE ROAD TO THE NORTH.  TURN LEFT AND GO
 MB2414'NORTH FOR 0.75 MILE TO AZIMUTH MARK 61 100 1 P CO ON THE RIGHT.
 MB2414'CONTINUE NORTH ON ALLIANCE ROAD FOR 0.45 MILE TO THE
 MB2414'STATION ON THE LEFT.  CONTINUE NORTH ON
 MB2414'ALLIANCE ROAD FOR 0.35 MILE TO AZIMUTH MARK 61 098 1 P CO ON
 MB2414'THE RIGHT.
 MB2414'
 MB2414'STATION MARKS, STAMPED---71-007-1 1977---, ARE PORTAGE COUNTY
 MB2414'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2414'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2414'SURFACE.  IT IS 91.7 FEET SOUTHWEST OF A 12-INCH MAPLE TREE,
 MB2414'50.0 FEET SOUTH OF TELEPHONE POLE NUMBER 8/86, 44.4 FEET
 MB2414'NORTHEAST OF A 6-INCH MAPLE TREE, 43.2 FEET WEST OF A 30-INCH
 MB2414'MAPLE TREE, 21.0 FEET WEST OF THE CENTERLINE OF ALLIANCE ROAD,
 MB2414'AND JUST NORTH OF THE GRAVEL DRIVEWAY TO HOUSE, ADDRESS 682.1.
 MB2414'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2414'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2414'
 MB2414'AZIMUTH MARK 61 098 1 P CO, STAMPED---61-098-1 1977---, IS A
 MB2414'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2414'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2414'SURFACE.  IT IS 72.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MB2414'A TWO STORY HOUSE, ADDRESS NUMBER 2122, 60.8 FEET SOUTHWEST OF A
 MB2414'15-INCH MAPLE TREE, 23.0 FEET EAST OF THE CENTERLINE OF
 MB2414'ALLIANCE ROAD, 20.0 FEET SOUTH OF A 15-INCH BLACK
 MB2414'WALNUT TREE, AND 8.4 FEET WEST OF A LARGE CORNER FENCE POST.
 MB2414'
 MB2414'AZIMUTH MARK 61 100 1 P CO, STAMPED---61 100 1 1977---, IS A
 MB2414'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2414'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2414'SURFACE.  IT IS 59.9 FEET NORTHEAST OF TELEPHONE POLE NUMBER
 MB2414'8/70, 57.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TOOL
 MB2414'SHED, 27.5 FEET WEST OF THE CENTERLINE OF
 MB2414'ALLIANCE ROAD, AND 26.1 FEET NORTH OF POWER POLE NUMBER DF 505.
 MB2414'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2414'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2414'
 MB2414'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2398 ***********************************************************************
 MB2398  DESIGNATION -  71 025 1 P CO
 MB2398  PID         -  MB2398
 MB2398  STATE/COUNTY-  OH/PORTAGE
 MB2398  USGS QUAD   -  DEERFIELD (1994)
 MB2398
 MB2398                         *CURRENT SURVEY CONTROL
 MB2398  ___________________________________________________________________
 MB2398* NAD 83(1995)-  41 00 19.36843(N)    081 07 24.98228(W)     ADJUSTED  
 MB2398* NAVD 88     -       339.     (meters)    1112.     (feet)  VERTCON   
 MB2398  ___________________________________________________________________
 MB2398  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 MB2398  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB2398
 MB2398  HORZ ORDER  -  SECOND
 MB2398
 MB2398.The horizontal coordinates were established by classical geodetic methods
 MB2398.and adjusted by the National Geodetic Survey in April 1998..
 MB2398
 MB2398.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2398
 MB2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2398
 MB2398.The geoid height was determined by GEOID03.
 MB2398
 MB2398;                    North         East     Units Scale Factor Converg.
 MB2398;SPC OH N     -   149,572.170   715,781.946   MT  0.99993973   +0 54 15.2
 MB2398;UTM  17      - 4,539,361.663   489,605.374   MT  0.99960133   -0 04 52.0
 MB2398
 MB2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2398!SPC OH N     -   0.99995212  x   0.99993973  =   0.99989185
 MB2398!UTM  17      -   0.99995212  x   0.99960133  =   0.99955346
 MB2398
 MB2398                          SUPERSEDED SURVEY CONTROL
 MB2398
 MB2398  NAD 83(1986)-  41 00 19.37378(N)    081 07 24.98540(W) AD(       ) 2
 MB2398  NAD 27      -  41 00 19.16544(N)    081 07 25.63527(W) AD(       ) 2
 MB2398  NGVD 29 (07/19/86)  339.     (m)         1112.     (f) VERT ANG       
 MB2398
 MB2398.Superseded values are not recommended for survey control.
 MB2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2398.See file dsdata.txt to determine how the superseded data were derived.
 MB2398
 MB2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8960539362(NAD 83)
 MB2398_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2398+STABILITY: SURFACE MOTION
 MB2398
 MB2398  HISTORY     - Date     Condition        Report By
 MB2398  HISTORY     - 1977     MONUMENTED       OH-133
 MB2398
 MB2398                          STATION DESCRIPTION
 MB2398
 MB2398'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2398'THE STATION IS ABOUT 4-1/4 MILES SOUTHWEST OF DEERFIELD, 4
 MB2398'MILES SOUTH OF YALE, 2 MILES SOUTHEAST OF ATWATER, AND ON THE
 MB2398'RIGHT-OF-WAY OF PORTER ROAD, COUNTY HIGHWAY 54.
 MB2398'
 MB2398'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MB2398'224 AND STATE ROUTE 183 AT ATWATER, GO EAST ON U.S. HIGHWAY
 MB2398'224 FOR 1.25 MILES TO THE INTERSECTION OF PORTER ROAD.  TURN
 MB2398'RIGHT AND GO SOUTH ON PORTER ROAD FOR 1.3 MILES TO THE
 MB2398'INTERSECTION OF TOWNSHIP HIGHWAY 53, VIRGINIA ROAD, AND THE
 MB2398'STATION ON THE LEFT, ON THE NORTHEAST CORNER OF THE
 MB2398'INTERSECTION.
 MB2398'
 MB2398'STATION MARK, STAMPED---71-087-1 1977---, IS A PORTAGE COUNTY
 MB2398'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2398'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 74.8 FEET
 MB2398'SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE ADDRESS NUMBER 636,
 MB2398'45.3 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 11/28, 30.3 FEET
 MB2398'SOUTHWEST OF AN 18-INCH MAPLE TREE, 21.8 FEET NORTH OF THE
 MB2398'CENTERLINE OF VIRGINIA ROAD, AND 20.0 FEET
 MB2398'EAST OF PORTER ROAD.
 MB2398'
 MB2398'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2398'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2398'STATION 71 037 1 P CO CAN BE USED AS AZIMUTH MARKS.
 MB2398'
 MB2398'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2396 ***********************************************************************
 MB2396  DESIGNATION -  71 026 1 P CO
 MB2396  PID         -  MB2396
 MB2396  STATE/COUNTY-  OH/PORTAGE
 MB2396  USGS QUAD   -  DEERFIELD (1994)
 MB2396
 MB2396                         *CURRENT SURVEY CONTROL
 MB2396  ___________________________________________________________________
 MB2396* NAD 83(1995)-  41 00 55.57438(N)    081 07 24.50735(W)     ADJUSTED  
 MB2396* NAVD 88     -       345.     (meters)    1132.     (feet)  VERTCON   
 MB2396  ___________________________________________________________________
 MB2396  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 MB2396  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB2396
 MB2396  HORZ ORDER  -  SECOND
 MB2396
 MB2396.The horizontal coordinates were established by classical geodetic methods
 MB2396.and adjusted by the National Geodetic Survey in April 1998..
 MB2396
 MB2396.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2396
 MB2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2396
 MB2396.The geoid height was determined by GEOID03.
 MB2396
 MB2396;                    North         East     Units Scale Factor Converg.
 MB2396;SPC OH N     -   150,689.033   715,775.416   MT  0.99993955   +0 54 15.5
 MB2396;UTM  17      - 4,540,478.095   489,618.047   MT  0.99960133   -0 04 51.7
 MB2396
 MB2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2396!SPC OH N     -   0.99995118  x   0.99993955  =   0.99989073
 MB2396!UTM  17      -   0.99995118  x   0.99960133  =   0.99955253
 MB2396
 MB2396                          SUPERSEDED SURVEY CONTROL
 MB2396
 MB2396  NAD 83(1986)-  41 00 55.57973(N)    081 07 24.51038(W) AD(       ) 2
 MB2396  NAD 27      -  41 00 55.37180(N)    081 07 25.15981(W) AD(       ) 2
 MB2396  NGVD 29 (07/19/86)  345.     (m)         1132.     (f) VERT ANG       
 MB2396
 MB2396.Superseded values are not recommended for survey control.
 MB2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2396.See file dsdata.txt to determine how the superseded data were derived.
 MB2396
 MB2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8961840478(NAD 83)
 MB2396_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2396+STABILITY: SURFACE MOTION
 MB2396
 MB2396  HISTORY     - Date     Condition        Report By
 MB2396  HISTORY     - 1977     MONUMENTED       OH-133
 MB2396
 MB2396                          STATION DESCRIPTION
 MB2396
 MB2396'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2396'THE STATION IS ABOUT 4 MILES SOUTHEAST OF DEERFIELD, 3-1/2
 MB2396'MILES SOUTHWEST OF YALE, 1-1/2 MILES SOUTHEAST OF ATWATER, AND
 MB2396'ON THE RIGHT-OF-WAY OF PORTER ROAD, COUNTY HIGHWAY 54.
 MB2396'
 MB2396'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MB2396'224 AND STATE ROUTE 183 AT ATWATER, GO EAST ON U.S. HIGHWAY
 MB2396'224 FOR 1.25 MILES TO THE INTERSECTION OF PORTER ROAD.
 MB2396'TURN RIGHT ON PORTER ROAD AND GO SOUTH FOR 0.6 MILE TO THE
 MB2396'STATION ON THE LEFT.
 MB2396'
 MB2396'STATION MARK, STAMPED---71-026-1 1977---, IS A PORTAGE COUNTY
 MB2396'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2396'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 75.5 FEET
 MB2396'SOUTHEAST OF POWER POLE NUMBER 68 AM 9, 69.5 FEET NORTHEAST OF
 MB2396'TELEPHONE POLE NUMBER 11/13, 23.3 FEET SOUTH OF POWER POLE
 MB2396'NUMBER 68 AW/5, AND 22.0 FEET EAST OF THE CENTERLINE OF PORTER
 MB2396'ROAD.
 MB2396'
 MB2396'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2396'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2396'STATION 71 037 1 P CO CAN BE USED AS AZIMUTH MARK.
 MB2396'
 MB2396'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2399 ***********************************************************************
 MB2399  DESIGNATION -  71 037 1 P CO
 MB2399  PID         -  MB2399
 MB2399  STATE/COUNTY-  OH/PORTAGE
 MB2399  USGS QUAD   -  DEERFIELD (1994)
 MB2399
 MB2399                         *CURRENT SURVEY CONTROL
 MB2399  ___________________________________________________________________
 MB2399* NAD 83(1995)-  41 00 41.62734(N)    081 07 25.24173(W)     ADJUSTED  
 MB2399* NAVD 88     -       348.3    (meters)    1143.     (feet)  VERTCON   
 MB2399  ___________________________________________________________________
 MB2399  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 MB2399  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB2399
 MB2399  HORZ ORDER  -  SECOND
 MB2399
 MB2399.The horizontal coordinates were established by classical geodetic methods
 MB2399.and adjusted by the National Geodetic Survey in April 1998..
 MB2399
 MB2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2399
 MB2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2399
 MB2399.The geoid height was determined by GEOID03.
 MB2399
 MB2399;                    North         East     Units Scale Factor Converg.
 MB2399;SPC OH N     -   150,258.599   715,765.049   MT  0.99993962   +0 54 15.0
 MB2399;UTM  17      - 4,540,048.048   489,600.286   MT  0.99960133   -0 04 52.2
 MB2399
 MB2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2399!SPC OH N     -   0.99995063  x   0.99993962  =   0.99989025
 MB2399!UTM  17      -   0.99995063  x   0.99960133  =   0.99955198
 MB2399
 MB2399:                Primary Azimuth Mark                     Grid Az
 MB2399:SPC OH N     -  71 026 1 P CO                            001 22 47.0
 MB2399:UTM  17      -  71 026 1 P CO                            002 21 54.2
 MB2399
 MB2399|---------------------------------------------------------------------|
 MB2399| PID    Reference Object                     Distance      Geod. Az  |
 MB2399|                                                           dddmmss.s |
 MB2399| MB2396 71 026 1 P CO                       430.586 METERS 0021702.0 |
 MB2399| MB2398 71 025 1 P CO                       APPROX. 0.7 KM 1792938.7 |
 MB2399|---------------------------------------------------------------------|
 MB2399
 MB2399                          SUPERSEDED SURVEY CONTROL
 MB2399
 MB2399  NAD 83(1986)-  41 00 41.63270(N)    081 07 25.24479(W) AD(       ) 2
 MB2399  NAD 27      -  41 00 41.42461(N)    081 07 25.89438(W) AD(       ) 2
 MB2399  NGVD 29 (07/19/86)  348.5    (m)         1143.     (f) VERT ANG       
 MB2399
 MB2399.Superseded values are not recommended for survey control.
 MB2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2399.See file dsdata.txt to determine how the superseded data were derived.
 MB2399
 MB2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8960040048(NAD 83)
 MB2399_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2399+STABILITY: SURFACE MOTION
 MB2399
 MB2399  HISTORY     - Date     Condition        Report By
 MB2399  HISTORY     - 1977     MONUMENTED       OH-133
 MB2399
 MB2399                          STATION DESCRIPTION
 MB2399
 MB2399'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2399'THE STATION IS ABOUT 4 MILES SOUTHWEST OF DEERFIELD, 3-1/2
 MB2399'MILES SOUTHWEST OF YALE, 1-1/2 MILES SOUTHEAST OF
 MB2399'ATWATER, AND ON THE RIGHT-OF-WAY OF PORTER ROAD, COUNTY HIGHWAY
 MB2399'54.
 MB2399'
 MB2399'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MB2399'224 AND STATE ROUTE 183 AT ATWATER, GO EAST
 MB2399'ON U.S. HIGHWAY 224, 1.25 MILES TO THE INTERSECTION OF
 MB2399'COUNTY HIGHWAY 54, PORTER ROAD.  TURN RIGHT AND GO SOUTH ON
 MB2399'PORTER ROAD FOR 0.6 MILE TO AZIMUTH MARK 71 026 1 P CO ON THE
 MB2399'LEFT.  CONTINUE SOUTH ON PORTER ROAD 0.25 MILE TO THE STATION ON
 MB2399'THE RIGHT.  CONTINUING SOUTH ON PORTER ROAD, COUNTY HIGHWAY
 MB2399'54, GO 0.45 MILE TO THE INTERSECTION OF VIRGINIA ROAD,
 MB2399'TOWNSHIP HIGHWAY 53, AND AZIMUTH MARK 75 025 1 P CO ON
 MB2399'THE NORTHEAST CORNER OF THE INTERSECTION.
 MB2399'
 MB2399'STATION MARKS, STAMPED---71-037-1 1977---, ARE PORTAGE COUNTY
 MB2399'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2399'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2399'SURFACE.  IT IS 116.2 FEET NORTHWEST OF POWER POLE NUMBER
 MB2399'68AM/15, 74.4 FEET NORTH OF A TELEPHONE POLE, 49.0
 MB2399'FEET WEST OF A 14-INCH MAPLE TREE, 20.6 FEET WEST OF THE
 MB2399'CENTERLINE OF PORTER ROAD,
 MB2399'AND WEST OF A ONE STORY HOUSE, ADDRESS NUMBER 856.
 MB2399'
 MB2399'AZIMUTH MARK 75 025 1 P CO, STAMPED---75-025-1 1977---, IS A
 MB2399'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2399'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2399'SURFACE.  IT IS 74.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MB2399'HOUSE, ADDRESS NUMBER 636, 45.3 FEET SOUTHEAST OF TELEPHONE POLE
 MB2399'NUMBER 365-11/28, 30.3 FEET SOUTHWEST OF AN 18-INCH MAPLE TREE,
 MB2399'21.8 FEET NORTH OF THE CENTERLINE OF VIRGINIA ROAD, AND
 MB2399'20.0 FEET EAST OF THE CENTERLINE OF PORTER
 MB2399'ROAD.
 MB2399'
 MB2399'AZIMUTH MARK 71 026 1 P CO, STAMPED---71-026-1 1977---, IS A
 MB2399'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2399'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2399'SURFACE.  IT IS 75.5 FEET SOUTHEAST OF POWER POLE NUMBER 68AM9,
 MB2399'69.5 FEET NORTHEAST OF TELEPHONE POLE NUMBER 11/13, 23.3 FEET
 MB2399'SOUTH OF POWER POLE NUMBER 68AW/5, AND 22.0 FEET WEST OF THE
 MB2399'CENTERLINE OF PORTER ROAD.
 MB2399'
 MB2399'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2399'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2399'
 MB2399'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2438 ***********************************************************************
 MB2438  DESIGNATION -  71 087 1 P CO
 MB2438  PID         -  MB2438
 MB2438  STATE/COUNTY-  OH/PORTAGE
 MB2438  USGS QUAD   -  ATWATER (1994)
 MB2438
 MB2438                         *CURRENT SURVEY CONTROL
 MB2438  ___________________________________________________________________
 MB2438* NAD 83(1995)-  41 00 04.22747(N)    081 10 18.98157(W)     ADJUSTED  
 MB2438* NAVD 88     -       346.5    (meters)    1137.     (feet)  VERTCON   
 MB2438  ___________________________________________________________________
 MB2438  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 MB2438  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB2438
 MB2438  HORZ ORDER  -  SECOND
 MB2438
 MB2438.The horizontal coordinates were established by classical geodetic methods
 MB2438.and adjusted by the National Geodetic Survey in April 1998..
 MB2438
 MB2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2438
 MB2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2438
 MB2438.The geoid height was determined by GEOID03.
 MB2438
 MB2438;                    North         East     Units Scale Factor Converg.
 MB2438;SPC OH N     -   149,042.141   711,723.605   MT  0.99993981   +0 52 20.9
 MB2438;UTM  17      - 4,538,901.655   485,539.893   MT  0.99960257   -0 06 46.1
 MB2438
 MB2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2438!SPC OH N     -   0.99995090  x   0.99993981  =   0.99989071
 MB2438!UTM  17      -   0.99995090  x   0.99960257  =   0.99955349
 MB2438
 MB2438:                Primary Azimuth Mark                     Grid Az
 MB2438:SPC OH N     -  71 117 1 P CO                            181 29 02.0
 MB2438:UTM  17      -  71 117 1 P CO                            182 28 09.0
 MB2438
 MB2438|---------------------------------------------------------------------|
 MB2438| PID    Reference Object                     Distance      Geod. Az  |
 MB2438|                                                           dddmmss.s |
 MB2438| KY3332 71 117 1 P CO                       406.112 METERS 1822122.9 |
 MB2438| MB2439 71 117 2 P CO                       366.766 METERS 35811     |
 MB2438|---------------------------------------------------------------------|
 MB2438
 MB2438                          SUPERSEDED SURVEY CONTROL
 MB2438
 MB2438  NAD 83(1986)-  41 00 04.23308(N)    081 10 18.98474(W) AD(       ) 2
 MB2438  NAD 27      -  41 00 04.02585(N)    081 10 19.62917(W) AD(       ) 2
 MB2438  NGVD 29 (07/19/86)  346.7    (m)         1137.     (f) VERT ANG       
 MB2438
 MB2438.Superseded values are not recommended for survey control.
 MB2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2438.See file dsdata.txt to determine how the superseded data were derived.
 MB2438
 MB2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8554038902(NAD 83)
 MB2438_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2438+STABILITY: SURFACE MOTION
 MB2438
 MB2438  HISTORY     - Date     Condition        Report By
 MB2438  HISTORY     - 1977     MONUMENTED       OH-133
 MB2438
 MB2438                          STATION DESCRIPTION
 MB2438
 MB2438'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2438'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF RANDOLPH, 2 MILES
 MB2438'SOUTHWEST OF ATWATER, 2 MILES NORTHWEST OF LIMAVILLE, AND ON
 MB2438'COUNTY HIGHWAY 50 RIGHT-OF-WAY.
 MB2438'
 MB2438'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224,
 MB2438'STATE ROUTE
 MB2438'183, AND COUNTY HIGHWAY 87 AT ATWATER, GO WEST ON COUNTY
 MB2438'HIGHWAY 87, WATERLOO ROAD, FOR 1.3 MILES TO THE INTERSECTION OF
 MB2438'COUNTY HIGHWAY 50, STROUP ROAD.  TURN LEFT AND GO SOUTH ON STROUP
 MB2438'ROAD FOR 1.3 MILES TO THE INTERSECTION OF TOWNSHIP HIGHWAY 33,
 MB2438'UNGER ROAD, CONTINUE SOUTH ON STROUP ROAD 0.1 MILE TO AZIMUTH
 MB2438'MARK 71 117 2 P CO ON THE RIGHT.  CONTINUE SOUTH ON STROUP
 MB2438'ROAD FOR 0.2 MILE TO THE TOP OF A HILL AND THE STATION ON THE
 MB2438'LEFT.  CONTINUE SOUTH ON STROUP ROAD FOR 0.2 MILE TO THE
 MB2438'INTERSECTION OF TOWNSHIP HIGHWAY 48, PETRIE ROAD, AND AZIMUTH
 MB2438'MARK 71 117 1 P CO ON THE RIGHT, JUST BEYOND THE
 MB2438'INTERSECTION.
 MB2438'
 MB2438'STATION MARKS, STAMPED---71-087-1 1977---, ARE PORTAGE COUNTY
 MB2438'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2438'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 MB2438'79.0 FEET NORTHEAST OF A POWER POLE NUMBER 69 AP, 39.4 FEET
 MB2438'SOUTH OF A TELEPHONE POLE NUMBER 8/7, AND 25.0 FEET EAST OF THE
 MB2438'CENTERLINE OF STROUP ROAD.  THE UNDERGROUND DISK IS SET IN AN
 MB2438'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 MB2438'
 MB2438'AZIMUTH MARK 71 117 1 P CO, STAMPED---71-117-1 1977---, IS A
 MB2438'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2438'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
 MB2438'IT IS 86.0 FEET SOUTHEAST OF THE END GUARDRAIL POST OF PETRIE
 MB2438'ROAD, 63 FEET SOUTH OF THE CENTERLINE OF PETRIE ROAD, 51.6 FEET
 MB2438'SOUTHWEST OF A POWER POLE, 22.0 FEET WEST OF THE CENTERLINE OF
 MB2438'STROUP ROAD, AND 8.9 FEET NORTHWEST OF THE ELEVENTH POST OF THE
 MB2438'WEST GUARDRAIL SOUTH OF PETRIE ROAD WITH A SPIKE IN THE TOP.
 MB2438'
 MB2438'AZIMUTH MARK 71 117 2 P CO, STAMPED---71-117-2 1977---, IS A
 MB2438'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2438'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
 MB2438'IT IS 68.5 FEET NORTH OF A POWER POLE NUMBER 69 AP/3, 62.5 FEET
 MB2438'NORTHWEST OF A TELEPHONE POLE NUMBER 8/2, 21.0 FEET WEST OF THE
 MB2438'CENTERLINE OF STROUP ROAD, AND IS DUE EAST OF A TWO-STORY FARM
 MB2438'HOUSE.
 MB2438'
 MB2438'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2438'LIGHT ABOVE STATION MARK 1.4 METERS.
 MB2438'
 MB2438'DESCRIBED BY D.A. TANNERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2435 ***********************************************************************
 MB2435  DESIGNATION -  71 094 1 P CO
 MB2435  PID         -  MB2435
 MB2435  STATE/COUNTY-  OH/PORTAGE
 MB2435  USGS QUAD   -  ATWATER (1994)
 MB2435
 MB2435                         *CURRENT SURVEY CONTROL
 MB2435  ___________________________________________________________________
 MB2435* NAD 83(1995)-  41 03 05.09682(N)    081 10 18.43334(W)     ADJUSTED  
 MB2435* NAVD 88     -       359.4    (meters)    1179.     (feet)  VERTCON   
 MB2435  ___________________________________________________________________
 MB2435  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 MB2435  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB2435
 MB2435  HORZ ORDER  -  SECOND
 MB2435
 MB2435.The horizontal coordinates were established by classical geodetic methods
 MB2435.and adjusted by the National Geodetic Survey in April 1998..
 MB2435
 MB2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2435
 MB2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2435
 MB2435.The geoid height was determined by GEOID03.
 MB2435
 MB2435;                    North         East     Units Scale Factor Converg.
 MB2435;SPC OH N     -   154,620.890   711,651.451   MT  0.99993918   +0 52 21.3
 MB2435;UTM  17      - 4,544,478.940   485,563.677   MT  0.99960256   -0 06 46.1
 MB2435
 MB2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2435!SPC OH N     -   0.99994888  x   0.99993918  =   0.99988806
 MB2435!UTM  17      -   0.99994888  x   0.99960256  =   0.99955146
 MB2435
 MB2435:                Primary Azimuth Mark                     Grid Az
 MB2435:SPC OH N     -  71 126 1 P CO                            358 51 48.3
 MB2435:UTM  17      -  71 126 1 P CO                            359 50 55.7
 MB2435
 MB2435|---------------------------------------------------------------------|
 MB2435| PID    Reference Object                     Distance      Geod. Az  |
 MB2435|                                                           dddmmss.s |
 MB2435| MB2436 71 126 1 P CO                       APPROX. 1.0 KM 3594409.6 |
 MB2435|---------------------------------------------------------------------|
 MB2435
 MB2435                          SUPERSEDED SURVEY CONTROL
 MB2435
 MB2435  NAD 83(1986)-  41 03 05.10265(N)    081 10 18.43633(W) AD(       ) 2
 MB2435  NAD 27      -  41 03 04.89629(N)    081 10 19.07510(W) AD(       ) 2
 MB2435  NGVD 29 (07/19/86)  359.6    (m)         1180.     (f) VERT ANG       
 MB2435
 MB2435.Superseded values are not recommended for survey control.
 MB2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2435.See file dsdata.txt to determine how the superseded data were derived.
 MB2435
 MB2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8556444479(NAD 83)
 MB2435_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2435+STABILITY: SURFACE MOTION
 MB2435
 MB2435  HISTORY     - Date     Condition        Report By
 MB2435  HISTORY     - 1977     MONUMENTED       OH-133
 MB2435
 MB2435                          STATION DESCRIPTION
 MB2435
 MB2435'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2435'THE STATION IS ABOUT 4 MILES SOUTHWEST OF EDINBURG, 4-1/2 MILES
 MB2435'EAST-NORTHEAST OF RANDOLPH, 2-1/4 MILES NORTHWEST OF ATWATER,
 MB2435'AND ON THE RIGHT-OF-WAY OF STROUP ROAD, COUNTY HIGHWAY 50.
 MB2435'
 MB2435'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 183,
 MB2435'U.S. HIGHWAY
 MB2435'224, AND COUNTY HIGHWAY 87, WATERLOO ROAD, IN ATWATER, GO WEST ON
 MB2435'WATERLOO ROAD FOR 1.3 MILES TO THE INTERSECTION
 MB2435'OF STROUP ROAD. TURN RIGHT AND GO
 MB2435'NORTH ON STROUP ROAD FOR 1.6 MILES TO THE
 MB2435'STATION ON THE RIGHT.
 MB2435'
 MB2435'STATION MARK, STAMPED---71-094-1 1977---, IS A PORTAGE COUNTY
 MB2435'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2435'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 57.9 FEET
 MB2435'NORTH OF THE CENTER OF A FIELD DRIVE, 49.2 FEET NORTHWEST OF A
 MB2435'20-INCH MAPLE TREE, 11.8 FEET EAST OF THE CENTERLINE OF STROUP
 MB2435'ROAD, AND 11.6 FEET SOUTH OF TELEPHONE POLE
 MB2435'NUMBER 29/57.
 MB2435'
 MB2435'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2435'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2435'STATIONS 71 126 1 P CO AND 71 105 1 P CO CAN BE USED AS
 MB2435'AZIMUTH MARKS.
 MB2435'
 MB2435'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2432 ***********************************************************************
 MB2432  DESIGNATION -  71 097 1 P CO
 MB2432  PID         -  MB2432
 MB2432  STATE/COUNTY-  OH/PORTAGE
 MB2432  USGS QUAD   -  ATWATER (1994)
 MB2432
 MB2432                         *CURRENT SURVEY CONTROL
 MB2432  ___________________________________________________________________
 MB2432* NAD 83(1995)-  41 01 59.89897(N)    081 09 51.26713(W)     ADJUSTED  
 MB2432* NAVD 88     -       348.4    (meters)    1143.     (feet)  VERTCON   
 MB2432  ___________________________________________________________________
 MB2432  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 MB2432  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB2432
 MB2432  HORZ ORDER  -  SECOND
 MB2432
 MB2432.The horizontal coordinates were established by classical geodetic methods
 MB2432.and adjusted by the National Geodetic Survey in April 1998..
 MB2432
 MB2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2432
 MB2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2432
 MB2432.The geoid height was determined by GEOID03.
 MB2432
 MB2432;                    North         East     Units Scale Factor Converg.
 MB2432;SPC OH N     -   152,619.678   712,316.544   MT  0.99993932   +0 52 39.1
 MB2432;UTM  17      - 4,542,467.264   486,194.044   MT  0.99960235   -0 06 28.2
 MB2432
 MB2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2432!SPC OH N     -   0.99995061  x   0.99993932  =   0.99988993
 MB2432!UTM  17      -   0.99995061  x   0.99960235  =   0.99955298
 MB2432
 MB2432:                Primary Azimuth Mark                     Grid Az
 MB2432:SPC OH N     -  71 098 1 P CO                            178 19 43.4
 MB2432:UTM  17      -  71 098 1 P CO                            179 18 50.7
 MB2432
 MB2432|---------------------------------------------------------------------|
 MB2432| PID    Reference Object                     Distance      Geod. Az  |
 MB2432|                                                           dddmmss.s |
 MB2432| MB2431 71 098 1 P CO                       APPROX. 0.8 KM 1791222.5 |
 MB2432| MB2433 71 104 1 P CO                       410.942 METERS 2661505.1 |
 MB2432|---------------------------------------------------------------------|
 MB2432
 MB2432                          SUPERSEDED SURVEY CONTROL
 MB2432
 MB2432  NAD 83(1986)-  41 01 59.90472(N)    081 09 51.27037(W) AD(       ) 2
 MB2432  NAD 27      -  41 01 59.69765(N)    081 09 51.90917(W) AD(       ) 2
 MB2432  NGVD 29 (07/19/86)  348.6    (m)         1144.     (f) VERT ANG       
 MB2432
 MB2432.Superseded values are not recommended for survey control.
 MB2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2432.See file dsdata.txt to determine how the superseded data were derived.
 MB2432
 MB2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8619442467(NAD 83)
 MB2432_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2432+STABILITY: SURFACE MOTION
 MB2432
 MB2432  HISTORY     - Date     Condition        Report By
 MB2432  HISTORY     - 1977     MONUMENTED       OH-133
 MB2432
 MB2432                          STATION DESCRIPTION
 MB2432
 MB2432'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2432'THE STATION IS ABOUT 4-1/2 MILES EAST OF RANDOLPH, 1 MILE
 MB2432'NORTHWEST OF ATWATER, 3/4 MILE NORTH OF ATWATER
 MB2432'STATION, AND ON THE RIGHT-OF-WAY OF BANK STREET, TOWNSHIP
 MB2432'HIGHWAY 43.
 MB2432'
 MB2432'TO REACH THE STATION FROM ATWATER AT THE INTERSECTION
 MB2432'OF U.S. HIGHWAY 224
 MB2432'STATE ROUTE 183, AND COUNTY HIGHWAY 87, WATERLOO ROAD,
 MB2432'GO NORTH ON STATE ROUTE 183 FOR 0.5 MILE TO THE JUNCTION OF
 MB2432'U.S. HIGHWAY 224.  TURN LEFT ON U.S. HIGHWAY 224 AND GO WEST
 MB2432'FOR 0.8 MILE TO THE INTERSECTION OF BANK STREET AND THE STATION
 MB2432'ON THE NORTHWEST CORNER.  TURN LEFT AND GO SOUTH FOR 0.3 MILE
 MB2432'TO AZIMUTH MARK 71 098 1 P CO ON THE LEFT.
 MB2432'
 MB2432'STATION MARKS, STAMPED---71-097-1 1977---, ARE PORTAGE COUNTY
 MB2432'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2432'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2432'SURFACE.  IT IS 140 FEET NORTH OF THE CENTERLINE OF U.S.
 MB2432'HIGHWAY 224, 62.6 FEET NORTHWEST OF THE END FENCE POST OF A
 MB2432'RIGHT-OF-WAY FENCE, 35.6 FEET NORTHEAST OF THE END FENCE POST
 MB2432'OF A RIGHT-OF-WAY FENCE, AND 15 FEET WEST OF THE CENTERLINE OF
 MB2432'BANK STREET.  THE UNDERGROUND DISK IS SET IN AN
 MB2432'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2432'SURFACE.
 MB2432'
 MB2432'AZIMUTH MARK 71 098 1 P CO, STAMPED---71-098-1 1977---, IS A
 MB2432'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2432'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2432'SURFACE.  IT IS 37.0 FEET SOUTHWEST OF THE NORTHWEST CORNER AND
 MB2432'32.6 FEET WEST TO THE SOUTHWEST CORNER OF A 1-1/2 STORY WOOD
 MB2432'FRAME HOUSE, ADDRESS NUMBER 1380, 29.4 FEET EAST OF A POWER
 MB2432'POLE, 19.0 FEET NORTH OF TELEPHONE POLE NUMBER 1380, AND
 MB2432'12.5 FEET EAST OF THE CENTERLINE OF BANK STREET.
 MB2432'
 MB2432'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2432'LIGHT ABOVE STATION MARK WAS 1.3 METERS.
 MB2432'STATION 71 104 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2432'
 MB2432'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2431 ***********************************************************************
 MB2431  DESIGNATION -  71 098 1 P CO
 MB2431  PID         -  MB2431
 MB2431  STATE/COUNTY-  OH/PORTAGE
 MB2431  USGS QUAD   -  ATWATER (1994)
 MB2431
 MB2431                         *CURRENT SURVEY CONTROL
 MB2431  ___________________________________________________________________
 MB2431* NAD 83(1995)-  41 01 33.72205(N)    081 09 50.78823(W)     ADJUSTED  
 MB2431* NAVD 88     -       346.     (meters)    1135.     (feet)  VERTCON   
 MB2431  ___________________________________________________________________
 MB2431  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 MB2431  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB2431
 MB2431  HORZ ORDER  -  SECOND
 MB2431
 MB2431.The horizontal coordinates were established by classical geodetic methods
 MB2431.and adjusted by the National Geodetic Survey in April 1998..
 MB2431
 MB2431.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2431
 MB2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2431
 MB2431.The geoid height was determined by GEOID03.
 MB2431
 MB2431;                    North         East     Units Scale Factor Converg.
 MB2431;SPC OH N     -   151,812.475   712,340.097   MT  0.99993940   +0 52 39.4
 MB2431;UTM  17      - 4,541,660.048   486,203.709   MT  0.99960234   -0 06 27.8
 MB2431
 MB2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2431!SPC OH N     -   0.99995101  x   0.99993940  =   0.99989042
 MB2431!UTM  17      -   0.99995101  x   0.99960234  =   0.99955337
 MB2431
 MB2431                          SUPERSEDED SURVEY CONTROL
 MB2431
 MB2431  NAD 83(1986)-  41 01 33.72780(N)    081 09 50.79151(W) AD(       ) 2
 MB2431  NAD 27      -  41 01 33.52043(N)    081 09 51.43025(W) AD(       ) 2
 MB2431  NGVD 29 (07/19/86)  346.     (m)         1135.     (f) VERT ANG       
 MB2431
 MB2431.Superseded values are not recommended for survey control.
 MB2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2431.See file dsdata.txt to determine how the superseded data were derived.
 MB2431
 MB2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8620441660(NAD 83)
 MB2431_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2431+STABILITY: SURFACE MOTION
 MB2431
 MB2431  HISTORY     - Date     Condition        Report By
 MB2431  HISTORY     - 1977     MONUMENTED       OH-133
 MB2431
 MB2431                          STATION DESCRIPTION
 MB2431
 MB2431'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2431'THE STATION IS ABOUT 4-1/2 MILES EAST OF RANDOLPH, 1 MILE
 MB2431'NORTHWEST OF ATWATER, 1/4 MILE NORTH OF ATWATER
 MB2431'STATION, AND ON THE RIGHT-OF-WAY OF BANK STREET, TOWNSHIP
 MB2431'HIGHWAY 43.
 MB2431'
 MB2431'TO REACH THE STATION FROM ATWATER AT THE INTERSECTION OF
 MB2431'U.S. HIGHWAY 224, STATE ROUTE 183, AND COUNTY HIGHWAY 87,
 MB2431'WATERLOO ROAD, GO NORTH ON STATE ROUTE 183 FOR 0.5 MILE TO THE
 MB2431'JUNCTION OF U.S. HIGHWAY 224.  TURN LEFT ON U.S. HIGHWAY
 MB2431'224 AND GO WEST FOR 0.8 MILE TO THE INTERSECTION OF BANK STREET,
 MB2431'TURN LEFT AND GO SOUTH FOR 0.3 MILE TO THE STATION ON THE LEFT.
 MB2431'
 MB2431'STATION MARK, STAMPED---71-098-1 1977---, IS A PORTAGE
 MB2431'COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2431'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2431'37.0 FEET SOUTHWEST OF THE NORTHWEST CORNER AND 32.6 FEET WEST TO
 MB2431'THE SOUTHWEST CORNER OF A 1-1/2 STORY WOOD FRAME HOUSE, ADDRESS
 MB2431'NUMBER 1380, 29.4 FEET EAST OF A POWER POLE, 19.0
 MB2431'FEET NORTH OF TELEPHONE POLE NUMBER 1380, AND 12.5 FEET EAST OF
 MB2431'THE CENTERLINE OF BANK STREET.
 MB2431'
 MB2431'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2431'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2431'STATION 71 097 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2431'
 MB2431'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2433 ***********************************************************************
 MB2433  DESIGNATION -  71 104 1 P CO
 MB2433  PID         -  MB2433
 MB2433  STATE/COUNTY-  OH/PORTAGE
 MB2433  USGS QUAD   -  ATWATER (1994)
 MB2433
 MB2433                         *CURRENT SURVEY CONTROL
 MB2433  ___________________________________________________________________
 MB2433* NAD 83(1995)-  41 01 59.02767(N)    081 10 08.82178(W)     ADJUSTED  
 MB2433* NAVD 88     -       353.6    (meters)    1160.     (feet)  VERTCON   
 MB2433  ___________________________________________________________________
 MB2433  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 MB2433  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB2433
 MB2433  HORZ ORDER  -  SECOND
 MB2433
 MB2433.The horizontal coordinates were established by classical geodetic methods
 MB2433.and adjusted by the National Geodetic Survey in April 1998..
 MB2433
 MB2433.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2433
 MB2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2433
 MB2433.The geoid height was determined by GEOID03.
 MB2433
 MB2433;                    North         East     Units Scale Factor Converg.
 MB2433;SPC OH N     -   152,586.536   711,906.966   MT  0.99993932   +0 52 27.6
 MB2433;UTM  17      - 4,542,441.179   485,784.095   MT  0.99960249   -0 06 39.7
 MB2433
 MB2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2433!SPC OH N     -   0.99994979  x   0.99993932  =   0.99988911
 MB2433!UTM  17      -   0.99994979  x   0.99960249  =   0.99955230
 MB2433
 MB2433:                Primary Azimuth Mark                     Grid Az
 MB2433:SPC OH N     -  71 097 1 P CO                            085 22 25.9
 MB2433:UTM  17      -  71 097 1 P CO                            086 21 33.2
 MB2433
 MB2433|---------------------------------------------------------------------|
 MB2433| PID    Reference Object                     Distance      Geod. Az  |
 MB2433|                                                           dddmmss.s |
 MB2433| MB2432 71 097 1 P CO                       410.942 METERS 0861453.5 |
 MB2433| MB2444 71 106 1 P CO                       APPROX. 0.7 KM 2691014.0 |
 MB2433| MB2437 71 105 1 P CO                       APPROX. 0.5 KM 3325222.2 |
 MB2433|---------------------------------------------------------------------|
 MB2433
 MB2433                          SUPERSEDED SURVEY CONTROL
 MB2433
 MB2433  NAD 83(1986)-  41 01 59.03344(N)    081 10 08.82500(W) AD(       ) 2
 MB2433  NAD 27      -  41 01 58.82631(N)    081 10 09.46327(W) AD(       ) 2
 MB2433  NGVD 29 (07/19/86)  353.8    (m)         1161.     (f) VERT ANG       
 MB2433
 MB2433.Superseded values are not recommended for survey control.
 MB2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2433.See file dsdata.txt to determine how the superseded data were derived.
 MB2433
 MB2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8578442441(NAD 83)
 MB2433_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2433+STABILITY: SURFACE MOTION
 MB2433
 MB2433  HISTORY     - Date     Condition        Report By
 MB2433  HISTORY     - 1977     MONUMENTED       OH-133
 MB2433
 MB2433                          STATION DESCRIPTION
 MB2433
 MB2433'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2433'THE STATION IS ABOUT 4-1/4 MILES EAST OF RANDOLPH, 1-1/4 MILES
 MB2433'NORTHWEST OF ATWATER, 1/2 MILE NORTH OF ATWATER
 MB2433'STATION, AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 224.
 MB2433'
 MB2433'TO REACH THE STATION FROM ATWATER AT THE INTERSECTION OF
 MB2433'STATE ROUTE 183, U.S. HIGHWAY 224, AND COUNTY HIGHWAY 87, WATERLOO
 MB2433'ROAD, GO NORTH ON STATE ROUTE 183 FOR 0.5 MILE TO THE JUNCTION OF
 MB2433'U.S. HIGHWAY 224. TURN LEFT ON U.S. HIGHWAY 224 AND GO WEST
 MB2433'1.1 MILES TO THE STATION ON THE RIGHT, AT THE WEST END OF A
 MB2433'BRIDGE OVER THE PENN CENTRAL RAILROAD TRACK.
 MB2433'
 MB2433'STATION MARK, STAMPED---71-104-1 1977---, IS A PORTAGE COUNTY
 MB2433'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2433'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 100.0 FEET
 MB2433'NORTHWEST OF THE WEST END OF THE SOUTH CONCRETE GUARDRAIL, 71.8
 MB2433'FEET WEST OF THE WEST END OF THE NORTH CONCRETE GUARDRAIL,
 MB2433'19.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 224, 2.0 FEET
 MB2433'SOUTH OF THE ARMCO STEEL GUARDRAIL.
 MB2433'
 MB2433'AZIMUTH MARK 71 106 1 P CO, STAMPED---71-106-1 1977---, IS A
 MB2433'PORTAGE COUNTY
 MB2433'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2433'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 155.8 FEET
 MB2433'SOUTH-SOUTHEAST OF A 24-INCH OAK TREE, 124 FEET NORTH OF THE
 MB2433'WEST WOODEN RIGHT-OF-WAY FENCE POST, 40.3 FEET SOUTH OF THE
 MB2433'CENTERLINE OF U.S. HIGHWAY 224, AND 29.0 FEET SOUTH OF THE
 MB2433'SOUTHERN ZERO IN THE ROADWAY STATION 100 IMPRINTED IN THE EDGE
 MB2433'OF THE CONCRETE PAVEMENT.
 MB2433'
 MB2433'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT
 MB2433'OF LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2433'STATIONS 71 097 1 P CO AND 71 105 1 P CO CAN BE USED AS
 MB2433'AZIMUTH MARKS.
 MB2433'
 MB2433'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2437 ***********************************************************************
 MB2437  DESIGNATION -  71 105 1 P CO
 MB2437  PID         -  MB2437
 MB2437  STATE/COUNTY-  OH/PORTAGE
 MB2437  USGS QUAD   -  ATWATER (1994)
 MB2437
 MB2437                         *CURRENT SURVEY CONTROL
 MB2437  ___________________________________________________________________
 MB2437* NAD 83(1995)-  41 02 14.04211(N)    081 10 18.98102(W)     ADJUSTED  
 MB2437* NAVD 88     -       350.0    (meters)    1148.     (feet)  VERTCON   
 MB2437  ___________________________________________________________________
 MB2437  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 MB2437  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB2437
 MB2437  HORZ ORDER  -  SECOND
 MB2437
 MB2437.The horizontal coordinates were established by classical geodetic methods
 MB2437.and adjusted by the National Geodetic Survey in April 1998..
 MB2437
 MB2437.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2437
 MB2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2437
 MB2437.The geoid height was determined by GEOID03.
 MB2437
 MB2437;                    North         East     Units Scale Factor Converg.
 MB2437;SPC OH N     -   153,046.010   711,662.644   MT  0.99993928   +0 52 20.9
 MB2437;UTM  17      - 4,542,904.631   485,547.790   MT  0.99960257   -0 06 46.4
 MB2437
 MB2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2437!SPC OH N     -   0.99995035  x   0.99993928  =   0.99988964
 MB2437!UTM  17      -   0.99995035  x   0.99960257  =   0.99955294
 MB2437
 MB2437:                Primary Azimuth Mark                     Grid Az
 MB2437:SPC OH N     -  71 094 1 P CO                            359 35 34.1
 MB2437:UTM  17      -  71 094 1 P CO                            000 34 41.4
 MB2437
 MB2437|---------------------------------------------------------------------|
 MB2437| PID    Reference Object                     Distance      Geod. Az  |
 MB2437|                                                           dddmmss.s |
 MB2437| MB2435 71 094 1 P CO                       APPROX. 1.6 KM 0002755.0 |
 MB2437| MB2433 71 104 1 P CO                       APPROX. 0.5 KM 1525215.5 |
 MB2437|---------------------------------------------------------------------|
 MB2437
 MB2437                          SUPERSEDED SURVEY CONTROL
 MB2437
 MB2437  NAD 83(1986)-  41 02 14.04790(N)    081 10 18.98419(W) AD(       ) 2
 MB2437  NAD 27      -  41 02 13.84091(N)    081 10 19.62230(W) AD(       ) 2
 MB2437  NGVD 29 (07/19/86)  350.2    (m)         1149.     (f) VERT ANG       
 MB2437
 MB2437.Superseded values are not recommended for survey control.
 MB2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2437.See file dsdata.txt to determine how the superseded data were derived.
 MB2437
 MB2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8554842905(NAD 83)
 MB2437_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2437+STABILITY: SURFACE MOTION
 MB2437
 MB2437  HISTORY     - Date     Condition        Report By
 MB2437  HISTORY     - 1977     MONUMENTED       OH-133
 MB2437
 MB2437                          STATION DESCRIPTION
 MB2437
 MB2437'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2437'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF EDINBURG, 4 MILES
 MB2437'EAST-NORTHEAST OF RANDOLPH, 1-3/4 MILES NORTHWEST OF ATWATER,
 MB2437'AND ON THE RIGHT-OF-WAY OF STROUP ROAD, COUNTY HIGHWAY 50.
 MB2437'
 MB2437'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 183,
 MB2437'U.S. HIGHWAY 224, AND COUNTY HIGHWAY 87, WATERLOO ROAD IN ATWATER,
 MB2437'GO WEST ON WATERLOO ROAD FOR 1.3 MILES TO
 MB2437'STROUP ROAD. TURN RIGHT AND GO NORTH ON STROUP ROAD,
 MB2437'FOR 0.9 MILE TO THE STATION ON THE LEFT.
 MB2437'
 MB2437'STATION MARK, STAMPED---71-105-1 1977---, IS A PORTAGE COUNTY
 MB2437'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2437'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS SET ON LINE
 MB2437'WITH A DISTINCT EAST-WEST TREE ROW BETWEEN TWO PLOWED FIELDS,
 MB2437'14.5 FEET WEST OF THE CENTERLINE OF STROUP ROAD,
 MB2437'AND 8.6 FEET EAST OF TELEPHONE POLE NUMBER 29/27.
 MB2437'
 MB2437'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2437'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2437'STATIONS 71 094 1 P CO AND 71 104 1 P CO CAN BE USED AS
 MB2437'AZIMUTH MARKS.
 MB2437'
 MB2437'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2444 ***********************************************************************
 MB2444  DESIGNATION -  71 106 1 P CO
 MB2444  PID         -  MB2444
 MB2444  STATE/COUNTY-  OH/PORTAGE
 MB2444  USGS QUAD   -  ATWATER (1994)
 MB2444
 MB2444                         *CURRENT SURVEY CONTROL
 MB2444  ___________________________________________________________________
 MB2444* NAD 83(1995)-  41 01 58.68581(N)    081 10 39.89914(W)     ADJUSTED  
 MB2444* NAVD 88     -       352.     (meters)    1155.     (feet)  VERTCON   
 MB2444  ___________________________________________________________________
 MB2444  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MB2444  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB2444
 MB2444  HORZ ORDER  -  SECOND
 MB2444
 MB2444.The horizontal coordinates were established by classical geodetic methods
 MB2444.and adjusted by the National Geodetic Survey in April 1998..
 MB2444
 MB2444.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2444
 MB2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2444
 MB2444.The geoid height was determined by GEOID03.
 MB2444
 MB2444;                    North         East     Units Scale Factor Converg.
 MB2444;SPC OH N     -   152,564.952   711,181.312   MT  0.99993932   +0 52 07.1
 MB2444;UTM  17      - 4,542,432.080   485,058.421   MT  0.99960275   -0 07 00.1
 MB2444
 MB2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2444!SPC OH N     -   0.99995007  x   0.99993932  =   0.99988939
 MB2444!UTM  17      -   0.99995007  x   0.99960275  =   0.99955284
 MB2444
 MB2444                          SUPERSEDED SURVEY CONTROL
 MB2444
 MB2444  NAD 83(1986)-  41 01 58.69163(N)    081 10 39.90235(W) AD(       ) 2
 MB2444  NAD 27      -  41 01 58.48436(N)    081 10 40.53961(W) AD(       ) 2
 MB2444  NGVD 29 (07/19/86)  352.     (m)         1155.     (f) VERT ANG       
 MB2444
 MB2444.Superseded values are not recommended for survey control.
 MB2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2444.See file dsdata.txt to determine how the superseded data were derived.
 MB2444
 MB2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8505842432(NAD 83)
 MB2444_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2444+STABILITY: SURFACE MOTION
 MB2444
 MB2444  HISTORY     - Date     Condition        Report By
 MB2444  HISTORY     - 1977     MONUMENTED       OH-133
 MB2444
 MB2444                          STATION DESCRIPTION
 MB2444
 MB2444'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2444'THE STATION IS ABOUT 3-3/4 MILES EAST OF RANDOLPH, 1-1/2 MILES
 MB2444'NORTHWEST OF ATWATER, 1 MILE NORTH OF ATWATER
 MB2444'STATION, AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 224
 MB2444'
 MB2444'TO REACH THE STATION FROM ATWATER AT THE INTERSECTION OF
 MB2444'U.S. HIGHWAY 224, STATE ROUTE 183, AND COUNTY HIGHWAY 87,
 MB2444'WATERLOO ROAD, GO NORTH ON STATE ROUTE 183 FOR 0.5 MILE TO THE
 MB2444'JUNCTION OF U.S. HIGHWAY 224.  TURN LEFT ON U.S. HIGHWAY
 MB2444'224 AND GO WEST FOR 1.5 MILES TO THE STATION ON THE LEFT.
 MB2444'
 MB2444'STATION MARK, STAMPED---71-106-1 1977---, IS A PORTAGE COUNTY
 MB2444'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2444'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 155.8 FEET
 MB2444'SOUTH-SOUTHEAST OF A 24-INCH OAK TREE, 124 FEET NORTH OF THE
 MB2444'WEST WOODEN RIGHT-OF-WAY FENCE POST, 40.3 FEET SOUTH OF THE
 MB2444'CENTERLINE OF U.S. HIGHWAY 224, AND 29.0 FEET SOUTH OF THE
 MB2444'SOUTHERN ZERO IN THE ROADWAY STATION 100 IMPRINTED IN THE EDGE
 MB2444'OF THE CONCRETE PAVEMENT.
 MB2444'
 MB2444'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2444'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2444'STATION 71 104 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2444'
 MB2444'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3332 ***********************************************************************
 KY3332  DESIGNATION -  71 117 1 P CO
 KY3332  PID         -  KY3332
 KY3332  STATE/COUNTY-  OH/PORTAGE
 KY3332  USGS QUAD   -  LIMAVILLE (1994)
 KY3332
 KY3332                         *CURRENT SURVEY CONTROL
 KY3332  ___________________________________________________________________
 KY3332* NAD 83(1995)-  40 59 51.07378(N)    081 10 19.69599(W)     ADJUSTED  
 KY3332* NAVD 88     -       335.     (meters)    1099.     (feet)  VERTCON   
 KY3332  ___________________________________________________________________
 KY3332  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 KY3332  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KY3332
 KY3332  HORZ ORDER  -  SECOND
 KY3332
 KY3332.The horizontal coordinates were established by classical geodetic methods
 KY3332.and adjusted by the National Geodetic Survey in April 1998..
 KY3332
 KY3332.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3332
 KY3332.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3332
 KY3332.The geoid height was determined by GEOID03.
 KY3332
 KY3332;                    North         East     Units Scale Factor Converg.
 KY3332;SPC OH N     -   148,636.189   711,713.089   MT  0.99993989   +0 52 20.4
 KY3332;UTM  17      - 4,538,496.081   485,522.404   MT  0.99960258   -0 06 46.5
 KY3332
 KY3332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3332!SPC OH N     -   0.99995273  x   0.99993989  =   0.99989263
 KY3332!UTM  17      -   0.99995273  x   0.99960258  =   0.99955533
 KY3332
 KY3332                          SUPERSEDED SURVEY CONTROL
 KY3332
 KY3332  NAD 83(1986)-  40 59 51.07940(N)    081 10 19.69919(W) AD(       ) 2
 KY3332  NAD 27      -  40 59 50.87202(N)    081 10 20.34375(W) AD(       ) 2
 KY3332  NGVD 29 (07/19/86)  335.     (m)         1099.     (f) VERT ANG       
 KY3332
 KY3332.Superseded values are not recommended for survey control.
 KY3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3332.See file dsdata.txt to determine how the superseded data were derived.
 KY3332
 KY3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8552238496(NAD 83)
 KY3332_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3332+STABILITY: SURFACE MOTION
 KY3332
 KY3332  HISTORY     - Date     Condition        Report By
 KY3332  HISTORY     - 1977     MONUMENTED       OH-133
 KY3332
 KY3332                          STATION DESCRIPTION
 KY3332
 KY3332'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3332'THE STATION IS ABOUT 4-3/4 MILES SOUTHEAST OF RANDOLPH, 2-1/4
 KY3332'MILES SOUTHWEST OF ATWATER, 1-1/2 MILES NORTHWEST OF
 KY3332'LIMAVILLE AND ON COUNTY HIGHWAY 50 RIGHT-OF-WAY.
 KY3332'
 KY3332'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224,
 KY3332'STATE ROUTE
 KY3332'183, AND COUNTY HIGHWAY 87 AT ATWATER, GO WEST ON COUNTY
 KY3332'HIGHWAY 87, WATERLOO ROAD, FOR 1.3 MILES TO THE INTERSECTION OF
 KY3332'COUNTY HIGHWAY 50, STROUP ROAD.  TURN LEFT AND GO SOUTH ON STROUP
 KY3332'ROAD FOR 1.8 MILES TO THE INTERSECTION OF TOWNSHIP HIGHWAY 48,
 KY3332'PETRIE ROAD, AND THE STATION ON THE RIGHT, JUST BEYOND THE
 KY3332'INTERSECTION.
 KY3332'
 KY3332'STATION MARK, STAMPED---71-117-1 1977---, IS A PORTAGE COUNTY
 KY3332'BRASS DISK SET IN THE TOP OF A 12-INCH
 KY3332'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
 KY3332'IT IS 86.0 FEET SOUTHEAST OF THE END GUARDRAIL POST OF PETRIE
 KY3332'ROAD, 63 FEET SOUTH OF THE CENTERLINE OF PETRIE ROAD, 51.6 FEET
 KY3332'SOUTHWEST OF A POWER POLE, 22.0 FEET WEST OF THE CENTERLINE OF
 KY3332'STROUP ROAD, AND 8.9 FEET NORTHWEST OF THE ELEVENTH POST OF THE
 KY3332'WEST GUARDRAIL SOUTH OF PETRIE ROAD WITH A SPIKE IN THE TOP.
 KY3332'
 KY3332'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 KY3332'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 KY3332'
 KY3332'DESCRIBED BY D.A. TANNERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2439 ***********************************************************************
 MB2439  DESIGNATION -  71 117 2 P CO
 MB2439  PID         -  MB2439
 MB2439  STATE/COUNTY-  OH/PORTAGE
 MB2439  USGS QUAD   -  ATWATER (1994)
 MB2439
 MB2439                         *CURRENT SURVEY CONTROL
 MB2439  ___________________________________________________________________
 MB2439* NAD 83(1995)-  41 00 16.11084(N)    081 10 19.47922(W)     ADJUSTED  
 MB2439* NAVD 88     -       345.     (meters)    1132.     (feet)  VERTCON   
 MB2439  ___________________________________________________________________
 MB2439  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 MB2439  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB2439
 MB2439  HORZ ORDER  -  SECOND
 MB2439
 MB2439.The horizontal coordinates were established by classical geodetic methods
 MB2439.and adjusted by the National Geodetic Survey in April 1998..
 MB2439
 MB2439.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2439
 MB2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2439
 MB2439.The geoid height was determined by GEOID03.
 MB2439
 MB2439;                    North         East     Units Scale Factor Converg.
 MB2439;SPC OH N     -   149,408.482   711,706.395   MT  0.99993975   +0 52 20.6
 MB2439;UTM  17      - 4,539,268.113   485,528.989   MT  0.99960258   -0 06 46.5
 MB2439
 MB2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2439!SPC OH N     -   0.99995117  x   0.99993975  =   0.99989092
 MB2439!UTM  17      -   0.99995117  x   0.99960258  =   0.99955377
 MB2439
 MB2439                          SUPERSEDED SURVEY CONTROL
 MB2439
 MB2439  NAD 83(1986)-  41 00 16.11645(N)    081 10 19.48235(W) AD(       ) 2
 MB2439  NAD 27      -  41 00 15.90936(N)    081 10 20.12661(W) AD(       ) 2
 MB2439  NGVD 29 (07/19/86)  345.     (m)         1132.     (f) VERT ANG       
 MB2439
 MB2439.Superseded values are not recommended for survey control.
 MB2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2439.See file dsdata.txt to determine how the superseded data were derived.
 MB2439
 MB2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8552939268(NAD 83)
 MB2439_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2439+STABILITY: SURFACE MOTION
 MB2439
 MB2439  HISTORY     - Date     Condition        Report By
 MB2439  HISTORY     - 1977     MONUMENTED       OH-133
 MB2439
 MB2439                          STATION DESCRIPTION
 MB2439
 MB2439'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2439'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF RANDOLPH, 2 MILES
 MB2439'NORTHWEST OF LIMAVILLE, 1-3/4 MILES SOUTHWEST OF ATWATER,
 MB2439'AND ON COUNTY HIGHWAY 50 RIGHT-OF-WAY.
 MB2439'
 MB2439'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224,
 MB2439'STATE ROUTE
 MB2439'183, AND COUNTY HIGHWAY 87 AT ATWATER, GO WEST ON COUNTY
 MB2439'HIGHWAY 87, WATERLOO ROAD, FOR 1.3 MILES TO THE INTERSECTION OF
 MB2439'COUNTY HIGHWAY 50, STROUP ROAD.  TURN LEFT AND GO SOUTH ON STROUP
 MB2439'ROAD FOR 1.3 MILES TO THE INTERSECTION OF TOWNSHIP HIGHWAY 33,
 MB2439'UNGER ROAD, CONTINUE SOUTH ON STROUP ROAD FOR 0.1 MILE TO THE
 MB2439'STATION ON THE RIGHT.
 MB2439'
 MB2439'STATION MARK, STAMPED---71-117-2 1977---, IS A PORTAGE COUNTY
 MB2439'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 MB2439'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 68.5 FEET NORTH OF
 MB2439'A POWER POLE NUMBER 69 AP/3, 62.5 FEET NORTHWEST OF A TELEPHONE
 MB2439'POLE NUMBER 8/2, 21.0 FEET WEST OF THE CENTERLINE OF STROUP ROAD
 MB2439'AND IS DUE EAST OF A TWO-STORY FARM HOUSE.
 MB2439'
 MB2439'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 MB2439'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2439'
 MB2439'DESCRIBED BY D.A. TANNERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3333 ***********************************************************************
 KY3333  DESIGNATION -  71 119 1 P CO
 KY3333  PID         -  KY3333
 KY3333  STATE/COUNTY-  OH/PORTAGE
 KY3333  USGS QUAD   -  LIMAVILLE (1994)
 KY3333
 KY3333                         *CURRENT SURVEY CONTROL
 KY3333  ___________________________________________________________________
 KY3333* NAD 83(1995)-  40 59 38.80461(N)    081 11 43.92145(W)     ADJUSTED  
 KY3333* NAVD 88     -       358.1    (meters)    1175.     (feet)  VERTCON   
 KY3333  ___________________________________________________________________
 KY3333  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 KY3333  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KY3333
 KY3333  HORZ ORDER  -  SECOND
 KY3333
 KY3333.The horizontal coordinates were established by classical geodetic methods
 KY3333.and adjusted by the National Geodetic Survey in April 1998..
 KY3333
 KY3333.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3333
 KY3333.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3333
 KY3333.The geoid height was determined by GEOID03.
 KY3333
 KY3333;                    North         East     Units Scale Factor Converg.
 KY3333;SPC OH N     -   148,228.068   709,750.594   MT  0.99993996   +0 51 25.1
 KY3333;UTM  17      - 4,538,121.891   483,553.846   MT  0.99960333   -0 07 41.8
 KY3333
 KY3333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3333!SPC OH N     -   0.99994908  x   0.99993996  =   0.99988904
 KY3333!UTM  17      -   0.99994908  x   0.99960333  =   0.99955243
 KY3333
 KY3333:                Primary Azimuth Mark                     Grid Az
 KY3333:SPC OH N     -  71 119 2 P CO                            180 19 39.6
 KY3333:UTM  17      -  71 119 2 P CO                            181 18 46.5
 KY3333
 KY3333|---------------------------------------------------------------------|
 KY3333| PID    Reference Object                     Distance      Geod. Az  |
 KY3333|                                                           dddmmss.s |
 KY3333| KY3334 71 119 2 P CO                       APPROX. 0.7 KM 1811104.7 |
 KY3333|---------------------------------------------------------------------|
 KY3333
 KY3333                          SUPERSEDED SURVEY CONTROL
 KY3333
 KY3333  NAD 83(1986)-  40 59 38.81046(N)    081 11 43.92507(W) AD(       ) 2
 KY3333  NAD 27      -  40 59 38.60162(N)    081 11 44.56004(W) AD(       ) 2
 KY3333  NGVD 29 (07/19/86)  358.3    (m)         1176.     (f) VERT ANG       
 KY3333
 KY3333.Superseded values are not recommended for survey control.
 KY3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3333.See file dsdata.txt to determine how the superseded data were derived.
 KY3333
 KY3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8355438122(NAD 83)
 KY3333_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3333+STABILITY: SURFACE MOTION
 KY3333
 KY3333  HISTORY     - Date     Condition        Report By
 KY3333  HISTORY     - 1977     MONUMENTED       OH-133
 KY3333
 KY3333                          STATION DESCRIPTION
 KY3333
 KY3333'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3333'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHWEST OF EDINBURG, 3-3/4
 KY3333'MILES SOUTHEAST OF RANDOLPH, 1-1/4 MILES WEST-SOUTHWEST OF
 KY3333'ATWATER, AND ON THE RIGHT-OF-WAY OF INDUSTRY ROAD, COUNTY
 KY3333'HIGHWAY 47.
 KY3333'
 KY3333'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3333'AND STATE ROUTE 44 JUST SOUTH OF RANDOLPH, GO EAST ON U.S. HIGHWAY
 KY3333'224 FOR 1.85 MILES TO THE INTERSECTION OF COUNTY HIGHWAY 87,
 KY3333'WATERLOO ROAD.  TURN RIGHT AND GO EAST ON WATERLOO ROAD,
 KY3333'FOR 1.05 MILES TO THE INTERSECTION OF INDUSTRY ROAD. TURN
 KY3333'RIGHT AND GO SOUTH ON INDUSTRY ROAD FOR
 KY3333'2.15 MILES TO THE STATION ON THE LEFT.
 KY3333'
 KY3333'STATION MARK, STAMPED---71-119-1 1977---, IS A PORTAGE COUNTY
 KY3333'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KY3333'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT 114.4 FEET
 KY3333'SOUTHEAST OF A 22-INCH MAPLE TREE, 52.3 FEET SOUTHWEST OF A
 KY3333'POWER POLE, AND 12.9 FEET EAST OF THE CENTERLINE OF
 KY3333'INDUSTRY ROAD.
 KY3333'
 KY3333'AZIMUTH MARK 71 119 2 P CO IS AN ANGLE IRON, ROUND ON TOP,
 KY3333'IN A 12 BY 12-INCH MONUMENT BOX WITH METAL LID THAT IS FLUSH
 KY3333'WITH THE ROAD SURFACE.
 KY3333'IT IS 52.86 FEET SOUTHEAST OF A BRIDGE SPIKE IN A CLUMP OF
 KY3333'FOUR 36-INCH WILLOW TREES, 49.58 FEET NORTHEAST OF A SPIKE
 KY3333'IN TELEPHONE AND POWER POLE NUMBER 70 AS/61, AND 44.06
 KY3333'FEET SOUTHWEST OF A NAIL AND WASHER IN THE TOP OF A
 KY3333'CORNER FENCE POST.
 KY3333'
 KY3333'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3333'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 KY3333'STATION 81 021 1 P CO CAN BE USED AS AN
 KY3333'AZIMUTH MARK.
 KY3333'
 KY3333'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3334 ***********************************************************************
 KY3334  DESIGNATION -  71 119 2 P CO
 KY3334  PID         -  KY3334
 KY3334  STATE/COUNTY-  OH/PORTAGE
 KY3334  USGS QUAD   -  LIMAVILLE (1994)
 KY3334
 KY3334                         *CURRENT SURVEY CONTROL
 KY3334  ___________________________________________________________________
 KY3334* NAD 83(1995)-  40 59 17.53302(N)    081 11 44.50195(W)     ADJUSTED  
 KY3334* NAVD 88     -       349.     (meters)    1145.     (feet)  VERTCON   
 KY3334  ___________________________________________________________________
 KY3334  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 KY3334  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KY3334
 KY3334  HORZ ORDER  -  SECOND
 KY3334
 KY3334.The horizontal coordinates were established by classical geodetic methods
 KY3334.and adjusted by the National Geodetic Survey in April 1998..
 KY3334
 KY3334.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3334
 KY3334.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3334
 KY3334.The geoid height was determined by GEOID03.
 KY3334
 KY3334;                    North         East     Units Scale Factor Converg.
 KY3334;SPC OH N     -   147,571.786   709,746.841   MT  0.99994010   +0 51 24.7
 KY3334;UTM  17      - 4,537,465.991   483,538.814   MT  0.99960333   -0 07 42.1
 KY3334
 KY3334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3334!SPC OH N     -   0.99995053  x   0.99994010  =   0.99989064
 KY3334!UTM  17      -   0.99995053  x   0.99960333  =   0.99955388
 KY3334
 KY3334                          SUPERSEDED SURVEY CONTROL
 KY3334
 KY3334  NAD 83(1986)-  40 59 17.53887(N)    081 11 44.50562(W) AD(       ) 2
 KY3334  NAD 27      -  40 59 17.32978(N)    081 11 45.14060(W) AD(       ) 2
 KY3334  NGVD 29 (07/19/86)  349.     (m)         1145.     (f) VERT ANG       
 KY3334
 KY3334.Superseded values are not recommended for survey control.
 KY3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3334.See file dsdata.txt to determine how the superseded data were derived.
 KY3334
 KY3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8353937466(NAD 83)
 KY3334_MARKER: Z = SEE DESCRIPTION
 KY3334_SETTING: 0 = UNSPECIFIED SETTING
 KY3334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3334
 KY3334  HISTORY     - Date     Condition        Report By
 KY3334  HISTORY     - 1977     MONUMENTED       OH-133
 KY3334
 KY3334                          STATION DESCRIPTION
 KY3334
 KY3334'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3334'THE STATION IS ABOUT 8-1/4 MILES SOUTH-SOUTHWEST OF EDINBURG,
 KY3334'4-1/4 MILES SOUTHEAST OF RANDOLPH, 3-1/2 MILES WEST-SOUTHWEST
 KY3334'OF ATWATER, AND ON THE RIGHT-OF-WAY OF INDUSTRY ROAD, COUNTY
 KY3334'HIGHWAY 47.
 KY3334'
 KY3334'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3334'AND STATE ROUTE 44 JUST SOUTH OF RANDOLPH, GO EAST ON U.S. HIGHWAY
 KY3334'224 FOR 1.85 MILES TO THE INTERSECTION OF COUNTY HIGHWAY 87,
 KY3334'WATERLOO ROAD.  TURN RIGHT AND GO EAST ON WATERLOO ROAD,
 KY3334'FOR 1.05 MILES TO THE INTERSECTION OF INDUSTRY ROAD.  TURN
 KY3334'RIGHT AND GO SOUTH ON INDUSTRY ROAD FOR
 KY3334'2.55 MILES TO THE INTERSECTION OF GERMAN CHURCH ROAD, TOWNSHIP
 KY3334'HIGHWAY 49, AND THE STATION IN THE CENTERLINE OF THE
 KY3334'INTERSECTION.
 KY3334'
 KY3334'STATION MARK IS AN ANGLE IRON, ROUND ON TOP, IN A 12 BY 12-INCH
 KY3334'MONUMENT BOX WITH METAL LID THAT IS FLUSH WITH THE ROAD SURFACE.
 KY3334'IT IS 52.86 FEET SOUTHEAST OF A BRIDGE SPIKE IN A CLUMP OF
 KY3334'FOUR 36-INCH WILLOW TREES, 49.58 FEET NORTHEAST OF A SPIKE
 KY3334'IN TELEPHONE AND POWER POLE NUMBER 70 AS/61, AND 44.06
 KY3334'FEET SOUTHWEST OF A NAIL AND WASHER IN THE TOP OF A
 KY3334'CORNER FENCE POST.
 KY3334'
 KY3334'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3334'LIGHT ABOVE STATION MARK WAS 1.7 METERS
 KY3334'STATION 71 119 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 KY3334'
 KY3334'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2448 ***********************************************************************
 MB2448  DESIGNATION -  71 123 1 P CO
 MB2448  PID         -  MB2448
 MB2448  STATE/COUNTY-  OH/PORTAGE
 MB2448  USGS QUAD   -  ATWATER (1994)
 MB2448
 MB2448                         *CURRENT SURVEY CONTROL
 MB2448  ___________________________________________________________________
 MB2448* NAD 83(1995)-  41 01 26.27927(N)    081 11 22.39387(W)     ADJUSTED  
 MB2448* NAVD 88     -       357.     (meters)    1171.     (feet)  VERTCON   
 MB2448  ___________________________________________________________________
 MB2448  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 MB2448  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB2448
 MB2448  HORZ ORDER  -  SECOND
 MB2448
 MB2448.The horizontal coordinates were established by classical geodetic methods
 MB2448.and adjusted by the National Geodetic Survey in April 1998..
 MB2448
 MB2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2448
 MB2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2448
 MB2448.The geoid height was determined by GEOID03.
 MB2448
 MB2448;                    North         East     Units Scale Factor Converg.
 MB2448;SPC OH N     -   151,550.453   710,203.860   MT  0.99993943   +0 51 39.2
 MB2448;UTM  17      - 4,541,434.875   484,064.003   MT  0.99960313   -0 07 27.9
 MB2448
 MB2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2448!SPC OH N     -   0.99994928  x   0.99993943  =   0.99988872
 MB2448!UTM  17      -   0.99994928  x   0.99960313  =   0.99955243
 MB2448
 MB2448                          SUPERSEDED SURVEY CONTROL
 MB2448
 MB2448  NAD 83(1986)-  41 01 26.28508(N)    081 11 22.39721(W) AD(       ) 2
 MB2448  NAD 27      -  41 01 26.07745(N)    081 11 23.03275(W) AD(       ) 2
 MB2448  NGVD 29 (07/19/86)  357.     (m)         1171.     (f) VERT ANG       
 MB2448
 MB2448.Superseded values are not recommended for survey control.
 MB2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2448.See file dsdata.txt to determine how the superseded data were derived.
 MB2448
 MB2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8406441435(NAD 83)
 MB2448_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2448+STABILITY: SURFACE MOTION
 MB2448
 MB2448  HISTORY     - Date     Condition        Report By
 MB2448  HISTORY     - 1977     MONUMENTED       OH-133
 MB2448
 MB2448                          STATION DESCRIPTION
 MB2448
 MB2448'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2448'THE STATION IS ABOUT 6 MILES SOUTHEAST OF ROOTSTOWN, 3-1/4
 MB2448'MILES EAST OF RANDOLPH, 2-1/4 MILES WEST OF ATWATER,
 MB2448'AND ON THE RIGHT-OF-WAY OF WATERLOO ROAD, COUNTY HIGHWAY 87.
 MB2448'
 MB2448'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2448'AND STATE ROUTE 44
 MB2448'JUST SOUTH OF RANDOLPH, GO EAST ON U.S. HIGHWAY 224
 MB2448'FOR 1.85 MILES TO THE INTERSECTION OF WATERLOO
 MB2448'ROAD.  TURN RIGHT AND GO EAST ON WATERLOO ROAD FOR 1.05 MILES TO
 MB2448'THE INTERSECTION OF INDUSTRY ROAD, COUNTY HIGHWAY 47.
 MB2448'CONTINUE EAST ON WATERLOO ROAD FOR 0.3 MILE TO THE CREST OF
 MB2448'A SMALL KNOLL AND THE STATION ON THE LEFT.
 MB2448'
 MB2448'STATION MARK, STAMPED---71-123-1 1977---, IS A PORTAGE COUNTY
 MB2448'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2448'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 51.4 FEET
 MB2448'WEST OF POWER POLE NUMBER AT 239, 35.5 FEET EAST OF POWER POLE
 MB2448'NUMBER AT 238, 34.0 FEET SOUTHWEST OF A 5-INCH EVERGREEN TREE,
 MB2448'22.8 FEET NORTH OF THE CENTERLINE OF
 MB2448'WATERLOO ROAD, AND IN THE DITCH LINE AND YARD OF A
 MB2448'TWO STORY WOOD FRAME HOUSE, ADDRESS NUMBER 5623.
 MB2448'
 MB2448'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2448'LIGHT ABOVE STATION MARK WAS 2.0 METERS.
 MB2448'STATION 81 041 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2448'
 MB2448'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2436 ***********************************************************************
 MB2436  DESIGNATION -  71 126 1 P CO
 MB2436  PID         -  MB2436
 MB2436  STATE/COUNTY-  OH/PORTAGE
 MB2436  USGS QUAD   -  ATWATER (1994)
 MB2436
 MB2436                         *CURRENT SURVEY CONTROL
 MB2436  ___________________________________________________________________
 MB2436* NAD 83(1995)-  41 03 37.90960(N)    081 10 18.63308(W)     ADJUSTED  
 MB2436* NAVD 88     -       361.6    (meters)    1186.     (feet)  VERTCON   
 MB2436  ___________________________________________________________________
 MB2436  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 MB2436  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB2436
 MB2436  HORZ ORDER  -  SECOND
 MB2436
 MB2436.The horizontal coordinates were established by classical geodetic methods
 MB2436.and adjusted by the National Geodetic Survey in April 1998..
 MB2436
 MB2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2436
 MB2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2436
 MB2436.The geoid height was determined by GEOID03.
 MB2436
 MB2436;                    North         East     Units Scale Factor Converg.
 MB2436;SPC OH N     -   155,632.869   711,631.374   MT  0.99993915   +0 52 21.1
 MB2436;UTM  17      - 4,545,490.774   485,561.007   MT  0.99960257   -0 06 46.4
 MB2436
 MB2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2436!SPC OH N     -   0.99994854  x   0.99993915  =   0.99988769
 MB2436!UTM  17      -   0.99994854  x   0.99960257  =   0.99955113
 MB2436
 MB2436:                Primary Azimuth Mark                     Grid Az
 MB2436:SPC OH N     -  71 094 1 P CO                            178 51 48.4
 MB2436:UTM  17      -  71 094 1 P CO                            179 50 55.9
 MB2436
 MB2436|---------------------------------------------------------------------|
 MB2436| PID    Reference Object                     Distance      Geod. Az  |
 MB2436|                                                           dddmmss.s |
 MB2436| MB2435 71 094 1 P CO                       APPROX. 1.0 KM 1794409.5 |
 MB2436|---------------------------------------------------------------------|
 MB2436
 MB2436                          SUPERSEDED SURVEY CONTROL
 MB2436
 MB2436  NAD 83(1986)-  41 03 37.91545(N)    081 10 18.63594(W) AD(       ) 2
 MB2436  NAD 27      -  41 03 37.70949(N)    081 10 19.27513(W) AD(       ) 2
 MB2436  NGVD 29 (07/19/86)  361.8    (m)         1187.     (f) VERT ANG       
 MB2436
 MB2436.Superseded values are not recommended for survey control.
 MB2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2436.See file dsdata.txt to determine how the superseded data were derived.
 MB2436
 MB2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8556145491(NAD 83)
 MB2436_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2436+STABILITY: SURFACE MOTION
 MB2436
 MB2436  HISTORY     - Date     Condition        Report By
 MB2436  HISTORY     - 1977     MONUMENTED       OH-133
 MB2436
 MB2436                          STATION DESCRIPTION
 MB2436
 MB2436'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2436'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF RANDOLPH, 3 MILES
 MB2436'SOUTHWEST OF EDINBURG, 2-3/4 MILES NORTHWEST OF ATWATER, AND ON
 MB2436'THE RIGHT-OF-WAY OF STROUP ROAD, COUNTY HIGHWAY 50.
 MB2436'
 MB2436'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14
 MB2436'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN
 MB2436'EDINBURG, GO WEST ON COUNTY HIGHWAY 18 FOR 1.15 MILES TO THE
 MB2436'INTERSECTION OF STROUP ROAD.  TURN LEFT ON
 MB2436'STROUP ROAD AND GO SOUTH AND WEST FOR 2.45 MILES TO THE
 MB2436'T-INTERSECTION OF COUNTY HIGHWAY 116, WILKES ROAD.  TURN LEFT
 MB2436'AND CONTINUE SOUTH ON STROUP ROAD FOR 0.15 MILE TO
 MB2436'THE STATION ON THE RIGHT.
 MB2436'
 MB2436'STATION MARK, STAMPED---71-126-1 1977---, IS A PORTAGE COUNTY
 MB2436'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2436'POST THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2436'91.0 FEET SOUTH OF POWER POLE NUMBER AT 714, 87.4 FEET
 MB2436'NORTHWEST OF TELEPHONE POLE NUMBER 2626, 68.0 FEET SOUTHWEST OF
 MB2436'POWER POLE NUMBER AT 713, AND 18.5 FEET WEST OF THE CENTERLINE
 MB2436'OF STROUP ROAD.
 MB2436'
 MB2436'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2436'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2436'STATIONS 72 382 1 P CO AND 71 094 1 P CO CAN BE USED AS AZIMUTH
 MB2436'MARKS.
 MB2436'
 MB2436'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2453 ***********************************************************************
 MB2453  DESIGNATION -  71 127 1 P CO
 MB2453  PID         -  MB2453
 MB2453  STATE/COUNTY-  OH/PORTAGE
 MB2453  USGS QUAD   -  ATWATER (1994)
 MB2453
 MB2453                         *CURRENT SURVEY CONTROL
 MB2453  ___________________________________________________________________
 MB2453* NAD 83(1995)-  41 03 38.37691(N)    081 11 39.69210(W)     ADJUSTED  
 MB2453* NAVD 88     -       354.2    (meters)    1162.     (feet)  VERTCON   
 MB2453  ___________________________________________________________________
 MB2453  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 MB2453  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB2453
 MB2453  HORZ ORDER  -  SECOND
 MB2453
 MB2453.The horizontal coordinates were established by classical geodetic methods
 MB2453.and adjusted by the National Geodetic Survey in April 1998..
 MB2453
 MB2453.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2453
 MB2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2453
 MB2453.The geoid height was determined by GEOID03.
 MB2453
 MB2453;                    North         East     Units Scale Factor Converg.
 MB2453;SPC OH N     -   155,618.707   709,738.803   MT  0.99993915   +0 51 27.9
 MB2453;UTM  17      - 4,545,509.155   483,669.108   MT  0.99960328   -0 07 39.6
 MB2453
 MB2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2453!SPC OH N     -   0.99994969  x   0.99993915  =   0.99988885
 MB2453!UTM  17      -   0.99994969  x   0.99960328  =   0.99955299
 MB2453
 MB2453:                Primary Azimuth Mark                     Grid Az
 MB2453:SPC OH N     -  82 002 1 P CO                            359 43 14.2
 MB2453:UTM  17      -  82 002 1 P CO                            000 42 21.7
 MB2453
 MB2453|---------------------------------------------------------------------|
 MB2453| PID    Reference Object                     Distance      Geod. Az  |
 MB2453|                                                           dddmmss.s |
 MB2453| MB2451 82 002 1 P CO                       APPROX. 2.3 KM 0003442.1 |
 MB2453|---------------------------------------------------------------------|
 MB2453
 MB2453                          SUPERSEDED SURVEY CONTROL
 MB2453
 MB2453  NAD 83(1986)-  41 03 38.38290(N)    081 11 39.69497(W) AD(       ) 2
 MB2453  NAD 27      -  41 03 38.17667(N)    081 11 40.33149(W) AD(       ) 2
 MB2453  NGVD 29 (07/19/86)  354.4    (m)         1163.     (f) VERT ANG       
 MB2453
 MB2453.Superseded values are not recommended for survey control.
 MB2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2453.See file dsdata.txt to determine how the superseded data were derived.
 MB2453
 MB2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8366945509(NAD 83)
 MB2453_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2453+STABILITY: SURFACE MOTION
 MB2453
 MB2453  HISTORY     - Date     Condition        Report By
 MB2453  HISTORY     - 1977     MONUMENTED       OH-133
 MB2453
 MB2453                          STATION DESCRIPTION
 MB2453
 MB2453'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2453'THE STATION IS ABOUT 4 MILES SOUTHEAST OF ROOTSTOWN, 3-3/4
 MB2453'MILES SOUTHWEST OF EDINBURG, 3-1/2 MILES NORTHEAST OF RANDOLPH
 MB2453'AND ON THE RIGHT-OF-WAY OF INDUSTRY ROAD, COUNTY HIGHWAY 47.
 MB2453'
 MB2453'TO REACH THE STATION FROM RANDOLPH AT THE INTERSECTION OF STATE
 MB2453'ROUTE 44 AND U.S. HIGHWAY 224
 MB2453'GO WEST ON U.S. HIGHWAY 224 FOR 2.8 MILES TO
 MB2453'THE INTERSECTION OF INDUSTRY ROAD.  TURN LEFT
 MB2453'AND GO NORTH ON INDUSTRY ROAD FOR 1.9 MILES
 MB2453'TO THE STATION ON THE RIGHT.  CONTINUE NORTH ON INDUSTRY ROAD
 MB2453'FOR 0.35 MILE TO AZIMUTH MARK 71 127 3 P CO
 MB2453'IN THE CENTERLINE.
 MB2453'
 MB2453'STATION MARKS, STAMPED---71-127-1 1977---, ARE PORTAGE COUNTY
 MB2453'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2453'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
 MB2453'IT IS 140 FEET SOUTH OF A GRAVEL DRIVE TO A MOBILE HOME,
 MB2453'ADDRESS NUMBER 2626, 87.5 FEET NORTHWEST OF UTILITY POLE NUMBER
 MB2453'A 309, 53.4 FEET NORTHWEST OF POWER POLE NUMBER AT 724, AND
 MB2453'11.7 FEET EAST OF THE CENTERLINE OF INDUSTRY ROAD.
 MB2453'
 MB2453'AZIMUTH MARK 71 127 3 P CO, IS AN IRON ROD
 MB2453'IN A 12 BY 12-INCH MONUMENT BOX WITH METAL LID THAT IS FLUSH WITH
 MB2453'THE ROAD SURFACE.  IT IS 60.66 FEET NORTHWEST OF A SPIKE
 MB2453'IN POWER POLE NUMBER 34/51, 58.69 FEET NORTHEAST OF POWER
 MB2453'POLE NUMBER RD-1160, AND 44.78 FEET SOUTHWEST OF A SPIKE
 MB2453'IN POWER POLE NUMBER ED-673.  A MARKED STONE IS 26 INCHES
 MB2453'BELOW THE ROAD SURFACE.
 MB2453'
 MB2453'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2453'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2453'STATIONS 71 127 2 P CO AND 82 002 1 P CO CAN BE USED AS
 MB2453'AZIMUTH MARKS.
 MB2453'
 MB2453'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2446 ***********************************************************************
 MB2446  DESIGNATION -  71 127 2 P CO
 MB2446  PID         -  MB2446
 MB2446  STATE/COUNTY-  OH/PORTAGE
 MB2446  USGS QUAD   -  ATWATER (1994)
 MB2446
 MB2446                         *CURRENT SURVEY CONTROL
 MB2446  ___________________________________________________________________
 MB2446* NAD 83(1995)-  41 03 47.40180(N)    081 11 15.77753(W)     ADJUSTED  
 MB2446* NAVD 88     -       356.9    (meters)    1171.     (feet)  VERTCON   
 MB2446  ___________________________________________________________________
 MB2446  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 MB2446  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB2446
 MB2446  HORZ ORDER  -  SECOND
 MB2446
 MB2446.The horizontal coordinates were established by classical geodetic methods
 MB2446.and adjusted by the National Geodetic Survey in April 1998..
 MB2446
 MB2446.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2446
 MB2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2446
 MB2446.The geoid height was determined by GEOID03.
 MB2446
 MB2446;                    North         East     Units Scale Factor Converg.
 MB2446;SPC OH N     -   155,905.443   710,292.909   MT  0.99993914   +0 51 43.6
 MB2446;UTM  17      - 4,545,786.227   484,227.876   MT  0.99960306   -0 07 23.9
 MB2446
 MB2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2446!SPC OH N     -   0.99994927  x   0.99993914  =   0.99988842
 MB2446!UTM  17      -   0.99994927  x   0.99960306  =   0.99955235
 MB2446
 MB2446:                Primary Azimuth Mark                     Grid Az
 MB2446:SPC OH N     -  72 382 1 P CO                            089 03 01.6
 MB2446:UTM  17      -  72 382 1 P CO                            090 02 09.1
 MB2446
 MB2446|---------------------------------------------------------------------|
 MB2446| PID    Reference Object                     Distance      Geod. Az  |
 MB2446|                                                           dddmmss.s |
 MB2446| MB2443 72 382 1 P CO                       APPROX. 0.8 KM 0895445.2 |
 MB2446|---------------------------------------------------------------------|
 MB2446
 MB2446                          SUPERSEDED SURVEY CONTROL
 MB2446
 MB2446  NAD 83(1986)-  41 03 47.40776(N)    081 11 15.78037(W) AD(       ) 2
 MB2446  NAD 27      -  41 03 47.20166(N)    081 11 16.41775(W) AD(       ) 2
 MB2446  NGVD 29 (07/19/86)  357.1    (m)         1172.     (f) VERT ANG       
 MB2446
 MB2446.Superseded values are not recommended for survey control.
 MB2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2446.See file dsdata.txt to determine how the superseded data were derived.
 MB2446
 MB2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8422845786(NAD 83)
 MB2446_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2446+STABILITY: SURFACE MOTION
 MB2446
 MB2446  HISTORY     - Date     Condition        Report By
 MB2446  HISTORY     - 1977     MONUMENTED       OH-133
 MB2446
 MB2446                          STATION DESCRIPTION
 MB2446
 MB2446'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2446'THE STATION IS ABOUT 3-3/4 MILES NORTHEAST OF RANDOLPH, 3-1/2
 MB2446'MILES SOUTHWEST OF EDINBURG, 3-1/2 MILES NORTHWEST OF ATWATER,
 MB2446'AND ON THE RIGHT-OF-WAY OF WILKES ROAD, COUNTY HIGHWAY 116.
 MB2446'
 MB2446'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14
 MB2446'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN
 MB2446'EDINBURG, GO WEST ON COUNTY HIGHWAY 18 FOR 1.15 MILES TO THE
 MB2446'INTERSECTION OF TOWNSHIP HIGHWAY 50, STROUP ROAD.  TURN LEFT ON
 MB2446'STROUP ROAD, AND GO SOUTH AND WEST FOR 2.45 MILES TO
 MB2446'THE INTERSECTION OF WILKES ROAD.  CONTINUE
 MB2446'WEST ON WILKES ROAD FOR 0.9 MILE TO
 MB2446'THE STATION ON THE LEFT.
 MB2446'
 MB2446'STATION MARK, STAMPED---71-127-2 1977---, IS A PORTAGE COUNTY
 MB2446'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2446'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 44.3 FEET
 MB2446'NORTHEAST OF A UTILITY POLE, 41.8 FEET SOUTHEAST OF POWER POLE
 MB2446'NUMBER 34/57, AND 18.8 FEET SOUTH OF THE CENTERLINE OF WILKES
 MB2446'ROAD.
 MB2446'
 MB2446'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2446'LIGHT ABOVE STATION MARK WAS 1.4 METERS
 MB2446'STATIONS 71 127 1 P CO AND 72 382 1 P CO CAN BE USED AS
 MB2446'AZIMUTH MARKS.
 MB2446'
 MB2446'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2452 ***********************************************************************
 MB2452  DESIGNATION -  71 127 3 P CO
 MB2452  PID         -  MB2452
 MB2452  STATE/COUNTY-  OH/PORTAGE
 MB2452  USGS QUAD   -  ATWATER (1994)
 MB2452
 MB2452                         *CURRENT SURVEY CONTROL
 MB2452  ___________________________________________________________________
 MB2452* NAD 83(1995)-  41 03 47.81277(N)    081 11 39.67149(W)     ADJUSTED  
 MB2452* NAVD 88     -       347.     (meters)    1138.     (feet)  VERTCON   
 MB2452  ___________________________________________________________________
 MB2452  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 MB2452  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB2452
 MB2452  HORZ ORDER  -  SECOND
 MB2452
 MB2452.The horizontal coordinates were established by classical geodetic methods
 MB2452.and adjusted by the National Geodetic Survey in April 1998..
 MB2452
 MB2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2452
 MB2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2452
 MB2452.The geoid height was determined by GEOID03.
 MB2452
 MB2452;                    North         East     Units Scale Factor Converg.
 MB2452;SPC OH N     -   155,909.747   709,734.927   MT  0.99993914   +0 51 27.9
 MB2452;UTM  17      - 4,545,800.121   483,670.238   MT  0.99960328   -0 07 39.6
 MB2452
 MB2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2452!SPC OH N     -   0.99995086  x   0.99993914  =   0.99989000
 MB2452!UTM  17      -   0.99995086  x   0.99960328  =   0.99955416
 MB2452
 MB2452                          SUPERSEDED SURVEY CONTROL
 MB2452
 MB2452  NAD 83(1986)-  41 03 47.81876(N)    081 11 39.67434(W) AD(       ) 2
 MB2452  NAD 27      -  41 03 47.61264(N)    081 11 40.31089(W) AD(       ) 2
 MB2452  NGVD 29 (07/19/86)  347.     (m)         1138.     (f) VERT ANG       
 MB2452
 MB2452.Superseded values are not recommended for survey control.
 MB2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2452.See file dsdata.txt to determine how the superseded data were derived.
 MB2452
 MB2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8367045800(NAD 83)
 MB2452_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2452+STABILITY: SURFACE MOTION
 MB2452
 MB2452  HISTORY     - Date     Condition        Report By
 MB2452  HISTORY     - 1977     MONUMENTED       OH-133
 MB2452
 MB2452                          STATION DESCRIPTION
 MB2452
 MB2452'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2452'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF ROOTSTOWN, 3-3/4
 MB2452'MILES SOUTHWEST OF EDINBURG, 3-1/2 MILES NORTHEAST OF RANDOLPH
 MB2452'AND ON THE RIGHT-OF-WAY OF INDUSTRY ROAD, COUNTY HIGHWAY 47.
 MB2452'
 MB2452'TO REACH THE STATION FROM RANDOLPH AT THE INTERSECTION OF
 MB2452'U.S. HIGHWAY 224 AND STATE ROUTE 44,
 MB2452'GO EAST ON U.S. HIGHWAY 224 FOR 2.8 MILES TO
 MB2452'THE INTERSECTION OF INDUSTRY ROAD.  TURN LEFT
 MB2452'AND GO NORTH ON INDUSTRY ROAD FOR 2.25
 MB2452'MILES TO THE STATION IN THE CENTER OF THE INTERSECTION OF
 MB2452'WILKES ROAD, COUNTY HIGHWAY 116.
 MB2452'
 MB2452'STATION MARK, 71 127 3 P CO, IS AN IRON ROD
 MB2452'IN A 12 BY 12-INCH MONUMENT BOX WITH METAL LID THAT IS FLUSH WITH
 MB2452'THE ROAD SURFACE.  IT IS 60.66 FEET NORTHWEST OF A SPIKE
 MB2452'IN POWER POLE NUMBER 34/51, 58.69 FEET NORTHEAST OF POWER
 MB2452'POLE NUMBER RD-1160, AND 44.78 FEET SOUTHWEST OF A SPIKE
 MB2452'IN POWER POLE NUMBER ED-673.  A MARKED STONE IS 26 INCHES
 MB2452'BELOW THE ROAD SURFACE.
 MB2452'
 MB2452'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2452'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2452'STATION 71 127 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2452'
 MB2452'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2454 ***********************************************************************
 MB2454  DESIGNATION -  71 131 1 P CO
 MB2454  PID         -  MB2454
 MB2454  STATE/COUNTY-  OH/PORTAGE
 MB2454  USGS QUAD   -  ATWATER (1994)
 MB2454
 MB2454                         *CURRENT SURVEY CONTROL
 MB2454  ___________________________________________________________________
 MB2454* NAD 83(1995)-  41 01 04.31059(N)    081 11 42.28884(W)     ADJUSTED  
 MB2454* NAVD 88     -       354.5    (meters)    1163.     (feet)  VERTCON   
 MB2454  ___________________________________________________________________
 MB2454  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 MB2454  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB2454
 MB2454  HORZ ORDER  -  SECOND
 MB2454
 MB2454.The horizontal coordinates were established by classical geodetic methods
 MB2454.and adjusted by the National Geodetic Survey in April 1998..
 MB2454
 MB2454.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2454
 MB2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2454
 MB2454.The geoid height was determined by GEOID03.
 MB2454
 MB2454;                    North         East     Units Scale Factor Converg.
 MB2454;SPC OH N     -   150,865.902   709,749.284   MT  0.99993952   +0 51 26.2
 MB2454;UTM  17      - 4,540,758.470   483,597.880   MT  0.99960331   -0 07 40.9
 MB2454
 MB2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2454!SPC OH N     -   0.99994964  x   0.99993952  =   0.99988917
 MB2454!UTM  17      -   0.99994964  x   0.99960331  =   0.99955297
 MB2454
 MB2454:                Primary Azimuth Mark                     Grid Az
 MB2454:SPC OH N     -  81 021 1 P CO                            180 30 07.5
 MB2454:UTM  17      -  81 021 1 P CO                            181 29 14.6
 MB2454
 MB2454|---------------------------------------------------------------------|
 MB2454| PID    Reference Object                     Distance      Geod. Az  |
 MB2454|                                                           dddmmss.s |
 MB2454| MB2457 81 021 1 P CO                       APPROX. 1.0 KM 1812133.7 |
 MB2454|---------------------------------------------------------------------|
 MB2454
 MB2454                          SUPERSEDED SURVEY CONTROL
 MB2454
 MB2454  NAD 83(1986)-  41 01 04.31643(N)    081 11 42.29224(W) AD(       ) 2
 MB2454  NAD 27      -  41 01 04.10856(N)    081 11 42.92717(W) AD(       ) 2
 MB2454  NGVD 29 (07/19/86)  354.7    (m)         1164.     (f) VERT ANG       
 MB2454
 MB2454.Superseded values are not recommended for survey control.
 MB2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2454.See file dsdata.txt to determine how the superseded data were derived.
 MB2454
 MB2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8359840758(NAD 83)
 MB2454_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2454+STABILITY: SURFACE MOTION
 MB2454
 MB2454  HISTORY     - Date     Condition        Report By
 MB2454  HISTORY     - 1977     MONUMENTED       OH-133
 MB2454
 MB2454                          STATION DESCRIPTION
 MB2454
 MB2454'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2454'THE STATION IS ABOUT 6-1/2 MILES SOUTH-SOUTHWEST OF EDINBURG, 3
 MB2454'MILES SOUTHEAST OF RANDOLPH, 2-1/2 MILES WEST-SOUTHWEST OF
 MB2454'ATWATER, AND ON THE RIGHT-OF-WAY OF INDUSTRY ROAD, COUNTY
 MB2454'HIGHWAY 47.
 MB2454'
 MB2454'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2454'AND STATE ROUTE 44
 MB2454'JUST SOUTH OF RANDOLPH, GO EAST ON U.S. HIGHWAY 224 FOR
 MB2454'1.85 MILES TO THE INTERSECTION OF COUNTY HIGHWAY 87, WATERLOO
 MB2454'ROAD.  TURN RIGHT AND GO EAST ON WATERLOO ROAD FOR 1.05 MILES T
 MB2454'THE INTERSECTION OF INDUSTRY ROAD. TURN
 MB2454'RIGHT AND GO SOUTH ON INDUSTRY ROAD FOR 0.4
 MB2454'MILE TO THE STATION ON THE LEFT.
 MB2454'
 MB2454'STATION MARK, STAMPED---71-131-1 1977---IS A PORTAGE COUNTY
 MB2454'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2454'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 60.0 FEET
 MB2454'NORTHEAST OF A 14-INCH MAPLE TREE, 37.0 FEET EAST OF THE
 MB2454'FIRST 12-INCH PINE TREE NORTH OF DRIVEWAY TO WHISPERING PINES
 MB2454'CAMPGROUND, 22.8 FEET NORTH OF AN 8-INCH PINE TREE, AND 16.0
 MB2454'FEET EAST OF THE CENTERLINE OF INDUSTRY ROAD.
 MB2454'
 MB2454'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2454'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2454'STATIONS 81 021 1 P CO AND 81 041 1 P CO CAN BE USED AS
 MB2454'AZIMUTH MARKS.
 MB2454'
 MB2454'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1479 ***********************************************************************
 KY1479  DESIGNATION -  710
 KY1479  PID         -  KY1479
 KY1479  STATE/COUNTY-  OH/MUSKINGUM
 KY1479  USGS QUAD   -  ADAMSVILLE (1994)
 KY1479
 KY1479                         *CURRENT SURVEY CONTROL
 KY1479  ___________________________________________________________________
 KY1479* NAD 83(1986)-  40 01 18.     (N)    081 58 37.     (W)     SCALED    
 KY1479* NAVD 88     -       216.143  (meters)     709.13   (feet)  ADJUSTED  
 KY1479  ___________________________________________________________________
 KY1479  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KY1479  DYNAMIC HT  -         216.027 (meters)     708.75  (feet)  COMP
 KY1479  MODELED GRAV-     980,084.7   (mgal)                       NAVD 88
 KY1479
 KY1479  VERT ORDER  -  SECOND    CLASS 0
 KY1479
 KY1479.The horizontal coordinates were scaled from a topographic map and have
 KY1479.an estimated accuracy of +/- 6 seconds.
 KY1479
 KY1479.The orthometric height was determined by differential leveling
 KY1479.and adjusted by the National Geodetic Survey in June 1991..
 KY1479
 KY1479.The geoid height was determined by GEOID03.
 KY1479
 KY1479.The dynamic height is computed by dividing the NAVD 88
 KY1479.geopotential number by the normal gravity value computed on the
 KY1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1479.degrees latitude (g = 980.6199 gals.).
 KY1479
 KY1479.The modeled gravity was interpolated from observed gravity values.
 KY1479
 KY1479;                    North         East    Units  Estimated Accuracy
 KY1479;SPC OH S     -   224,570.      644,650.      MT  (+/- 180 meters Scaled)
 KY1479
 KY1479                          SUPERSEDED SURVEY CONTROL
 KY1479
 KY1479  NGVD 29 (??/??/92)  216.360  (m)          709.84   (f) ADJ UNCH    2 0
 KY1479
 KY1479.Superseded values are not recommended for survey control.
 KY1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1479.See file dsdata.txt to determine how the superseded data were derived.
 KY1479
 KY1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME166306(NAD 83)
 KY1479_MARKER: DB = BENCH MARK DISK
 KY1479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1479_SP_SET: ABUTMENT
 KY1479_STAMPING: OHIO 710
 KY1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1479
 KY1479  HISTORY     - Date     Condition        Report By
 KY1479  HISTORY     - UNK      MONUMENTED       USGS
 KY1479  HISTORY     - 1934     GOOD             NGS
 KY1479
 KY1479                          STATION DESCRIPTION
 KY1479
 KY1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1479'AT GILBERT.
 KY1479'AT GILBERT, MUSKINGUM COUNTY, 300 FEET SOUTH OF THE PENNSYLVANIA
 KY1479'RAILROAD STATION, IN THE TOP OF THE WEST END OF THE NORTH STONE
 KY1479'ABUTMENT OF BRIDGE 10+50 OVER A SMALL CREEK, 20 INCHES SOUTH
 KY1479'OF THE NORTH HEADWALL, 16 INCHES NORTH OF THE STONE WALL, AND
 KY1479'4.2 FEET WEST OF THE WEST RAIL.  A UNITED STATES GEOLOGICAL
 KY1479'SURVEY STANDARD DISK, STAMPED OHIO 710.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0783 ***********************************************************************
 KY0783  DESIGNATION -  715
 KY0783  PID         -  KY0783
 KY0783  STATE/COUNTY-  OH/JEFFERSON
 KY0783  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0783
 KY0783                         *CURRENT SURVEY CONTROL
 KY0783  ___________________________________________________________________
 KY0783* NAD 83(1986)-  40 21 35.     (N)    080 36 49.     (W)     SCALED    
 KY0783* NAVD 88     -       217.730  (meters)     714.34   (feet)  ADJUSTED  
 KY0783  ___________________________________________________________________
 KY0783  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KY0783  DYNAMIC HT  -         217.616 (meters)     713.96  (feet)  COMP
 KY0783  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 KY0783
 KY0783  VERT ORDER  -  SECOND    CLASS 0
 KY0783
 KY0783.The horizontal coordinates were scaled from a topographic map and have
 KY0783.an estimated accuracy of +/- 6 seconds.
 KY0783
 KY0783.The orthometric height was determined by differential leveling
 KY0783.and adjusted by the National Geodetic Survey in June 1991..
 KY0783
 KY0783.The geoid height was determined by GEOID03.
 KY0783
 KY0783.The dynamic height is computed by dividing the NAVD 88
 KY0783.geopotential number by the normal gravity value computed on the
 KY0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0783.degrees latitude (g = 980.6199 gals.).
 KY0783
 KY0783.The modeled gravity was interpolated from observed gravity values.
 KY0783
 KY0783;                    North         East    Units  Estimated Accuracy
 KY0783;SPC OH N     -    78,700.      760,230.      MT  (+/- 180 meters Scaled)
 KY0783
 KY0783                          SUPERSEDED SURVEY CONTROL
 KY0783
 KY0783  NGVD 29 (??/??/92)  217.913  (m)          714.94   (f) ADJ UNCH    2 0
 KY0783
 KY0783.Superseded values are not recommended for survey control.
 KY0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0783.See file dsdata.txt to determine how the superseded data were derived.
 KY0783
 KY0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE328677(NAD 83)
 KY0783_MARKER: DD = SURVEY DISK
 KY0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0783_SP_SET: WALL
 KY0783_STAMPING: 715 STEUBENVILLE
 KY0783_MARK LOGO: USGS  
 KY0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0783
 KY0783  HISTORY     - Date     Condition        Report By
 KY0783  HISTORY     - UNK      MONUMENTED       USGS
 KY0783  HISTORY     - 1936     GOOD             NGS
 KY0783  HISTORY     - 1983     GOOD             NGS
 KY0783
 KY0783                          STATION DESCRIPTION
 KY0783
 KY0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0783'AT STEUBENVILLE.
 KY0783'AT STEUBENVILLE, JEFFERSON COUNTY, AT THE NORTHWEST CORNER OF
 KY0783'THE INTERSECTION OF MARKET AND NORTH THIRD STREETS, AT THE COUNTY
 KY0783'COURTHOUSE, IN THE FACE OF THE EAST WALL AT THE SOUTHEAST CORNER
 KY0783'OF THE BUILDING, AND ABOUT 4 FEET ABOVE THE FOUNDATION PAVEMENT.
 KY0783'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 715
 KY0783'STEUBENVILLE AND SET VERTICALLY.
 KY0783
 KY0783                          STATION RECOVERY (1983)
 KY0783
 KY0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0783'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0149 ***********************************************************************
 JY0149  DESIGNATION -  718
 JY0149  PID         -  JY0149
 JY0149  STATE/COUNTY-  OH/VINTON
 JY0149  USGS QUAD   -  MINERAL (1992)
 JY0149
 JY0149                         *CURRENT SURVEY CONTROL
 JY0149  ___________________________________________________________________
 JY0149* NAD 83(1986)-  39 18 30.     (N)    082 19 29.     (W)     SCALED    
 JY0149* NAVD 88     -       218.709  (meters)     717.55   (feet)  ADJUSTED  
 JY0149  ___________________________________________________________________
 JY0149  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JY0149  DYNAMIC HT  -         218.574 (meters)     717.10  (feet)  COMP
 JY0149  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 JY0149
 JY0149  VERT ORDER  -  FIRST     CLASS II
 JY0149
 JY0149.The horizontal coordinates were scaled from a topographic map and have
 JY0149.an estimated accuracy of +/- 6 seconds.
 JY0149
 JY0149.The orthometric height was determined by differential leveling
 JY0149.and adjusted by the National Geodetic Survey in June 1991..
 JY0149
 JY0149.The geoid height was determined by GEOID03.
 JY0149
 JY0149.The dynamic height is computed by dividing the NAVD 88
 JY0149.geopotential number by the normal gravity value computed on the
 JY0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0149.degrees latitude (g = 980.6199 gals.).
 JY0149
 JY0149.The modeled gravity was interpolated from observed gravity values.
 JY0149
 JY0149;                    North         East    Units  Estimated Accuracy
 JY0149;SPC OH S     -   145,260.      615,120.      MT  (+/- 180 meters Scaled)
 JY0149
 JY0149                          SUPERSEDED SURVEY CONTROL
 JY0149
 JY0149  NGVD 29 (??/??/92)  218.879  (m)          718.11   (f) ADJ UNCH    1 2
 JY0149
 JY0149.Superseded values are not recommended for survey control.
 JY0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0149.See file dsdata.txt to determine how the superseded data were derived.
 JY0149
 JY0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD857518(NAD 83)
 JY0149_MARKER: DD = SURVEY DISK
 JY0149_SETTING: 80 = SET IN A BOULDER
 JY0149_SP_SET: BOULDER
 JY0149_STAMPING: 718 ADJ
 JY0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0149+STABILITY: SURFACE MOTION
 JY0149
 JY0149  HISTORY     - Date     Condition        Report By
 JY0149  HISTORY     - UNK      MONUMENTED       USGS
 JY0149  HISTORY     - 1943     GOOD             NGS
 JY0149
 JY0149                          STATION DESCRIPTION
 JY0149
 JY0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0149'AT MOONVILLE.
 JY0149'AT MOONVILLE, VINTON COUNTY, 56.9 FEET NORTHWEST OF THE WEST
 JY0149'CORNER OF THE BALTIMORE AND OHIO RAILROAD STATION, 19.6 FEET
 JY0149'WEST OF THE CENTERLINE OF A DIRT ROAD, 67.3 FEET SOUTHWEST OF THE
 JY0149'SOUTHWEST RAIL, IN THE TOP OF A LARGE BOULDER, AND ABOUT 2 FEET
 JY0149'ABOVE THE LEVEL OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 JY0149'STANDARD DISK, STAMPED 718 ADJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0072 ***********************************************************************
 MD0072  DESIGNATION -  719
 MD0072  PID         -  MD0072
 MD0072  STATE/COUNTY-  OH/WILLIAMS
 MD0072  USGS QUAD   -  WEST UNITY (1973)
 MD0072
 MD0072                         *CURRENT SURVEY CONTROL
 MD0072  ___________________________________________________________________
 MD0072* NAD 83(1986)-  41 30 05.     (N)    084 24 53.     (W)     SCALED    
 MD0072* NAVD 88     -       218.963  (meters)     718.38   (feet)  ADJUSTED  
 MD0072  ___________________________________________________________________
 MD0072  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 MD0072  DYNAMIC HT  -         218.877 (meters)     718.10  (feet)  COMP
 MD0072  MODELED GRAV-     980,228.3   (mgal)                       NAVD 88
 MD0072
 MD0072  VERT ORDER  -  SECOND    CLASS 0
 MD0072
 MD0072.The horizontal coordinates were scaled from a topographic map and have
 MD0072.an estimated accuracy of +/- 6 seconds.
 MD0072
 MD0072.The orthometric height was determined by differential leveling
 MD0072.and adjusted by the National Geodetic Survey in June 1991..
 MD0072
 MD0072.The geoid height was determined by GEOID03.
 MD0072
 MD0072.The dynamic height is computed by dividing the NAVD 88
 MD0072.geopotential number by the normal gravity value computed on the
 MD0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0072.degrees latitude (g = 980.6199 gals.).
 MD0072
 MD0072.The modeled gravity was interpolated from observed gravity values.
 MD0072
 MD0072;                    North         East    Units  Estimated Accuracy
 MD0072;SPC OH N     -   205,500.      440,150.      MT  (+/- 180 meters Scaled)
 MD0072
 MD0072                          SUPERSEDED SURVEY CONTROL
 MD0072
 MD0072  NGVD 29 (??/??/92)  219.130  (m)          718.93   (f) ADJ UNCH    2 0
 MD0072
 MD0072.Superseded values are not recommended for survey control.
 MD0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0072.See file dsdata.txt to determine how the superseded data were derived.
 MD0072
 MD0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL157976(NAD 83)
 MD0072_MARKER: DD = SURVEY DISK
 MD0072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MD0072_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MD0072_STAMPING: OHIO 719
 MD0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0072
 MD0072  HISTORY     - Date     Condition        Report By
 MD0072  HISTORY     - UNK      MONUMENTED       USGS
 MD0072  HISTORY     - 1934     GOOD             NGS
 MD0072
 MD0072                          STATION DESCRIPTION
 MD0072
 MD0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD0072'AT STRYKER.
 MD0072'AT STRYKER, WILLIAMS COUNTY, AT THE PUBLIC SCHOOL, 6.6 FEET WEST
 MD0072'OF THE NORTHEAST CORNER, AND 2 FEET NORTH OF THE NORTH SIDE OF
 MD0072'THE BUILDING.  A U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 MD0072'OHIO 719 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 MD0072'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2387 ***********************************************************************
 MB2387  DESIGNATION -  72 142 1 P CO
 MB2387  PID         -  MB2387
 MB2387  STATE/COUNTY-  OH/PORTAGE
 MB2387  USGS QUAD   -  DEERFIELD (1994)
 MB2387
 MB2387                         *CURRENT SURVEY CONTROL
 MB2387  ___________________________________________________________________
 MB2387* NAD 83(1995)-  41 07 04.11351(N)    081 05 55.38302(W)     ADJUSTED  
 MB2387* NAVD 88     -       324.     (meters)    1063.     (feet)  VERTCON   
 MB2387  ___________________________________________________________________
 MB2387  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 MB2387  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MB2387
 MB2387  HORZ ORDER  -  SECOND
 MB2387
 MB2387.The horizontal coordinates were established by classical geodetic methods
 MB2387.and adjusted by the National Geodetic Survey in April 1998..
 MB2387
 MB2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2387
 MB2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2387
 MB2387.The geoid height was determined by GEOID03.
 MB2387
 MB2387;                    North         East     Units Scale Factor Converg.
 MB2387;SPC OH N     -   162,088.975   717,674.808   MT  0.99993952   +0 55 14.1
 MB2387;UTM  17      - 4,551,839.842   491,712.506   MT  0.99960085   -0 03 53.7
 MB2387
 MB2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2387!SPC OH N     -   0.99995448  x   0.99993952  =   0.99989401
 MB2387!UTM  17      -   0.99995448  x   0.99960085  =   0.99955535
 MB2387
 MB2387                          SUPERSEDED SURVEY CONTROL
 MB2387
 MB2387  NAD 83(1986)-  41 07 04.11938(N)    081 05 55.38491(W) AD(       ) 2
 MB2387  NAD 27      -  41 07 03.91506(N)    081 05 56.03481(W) AD(       ) 2
 MB2387  NGVD 29 (07/19/86)  324.     (m)         1063.     (f) VERT ANG       
 MB2387
 MB2387.Superseded values are not recommended for survey control.
 MB2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2387.See file dsdata.txt to determine how the superseded data were derived.
 MB2387
 MB2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9171351840(NAD 83)
 MB2387_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2387+STABILITY: SURFACE MOTION
 MB2387
 MB2387  HISTORY     - Date     Condition        Report By
 MB2387  HISTORY     - 1977     MONUMENTED       OH-133
 MB2387
 MB2387                          STATION DESCRIPTION
 MB2387
 MB2387'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2387'THE STATION IS ABOUT 2-3/4 MILES NORTHWEST OF PALMYRA, 4 MILES
 MB2387'SOUTHEAST OF CHARLESTOWN, 2-3/4 MILES NORTHEAST OF EDINBURG,
 MB2387'AND ON THE RIGHT-OF-WAY OF ALLIANCE ROAD, COUNTY HIGHWAY 125.
 MB2387'
 MB2387'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14
 MB2387'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN
 MB2387'EDINBURG, GO EAST ON TALLMADGE ROAD FOR 1.35 MILES TO
 MB2387'THE INTERSECTION OF PORTER ROAD, TOWNSHIP HIGHWAY 54.  TURN LEFT
 MB2387'AND GO NORTH ON PORTER ROAD FOR 1.25 MILES TO THE INTERSECTION
 MB2387'OF HUGHES ROAD, COUNTY HIGHWAY 122, ON THE LEFT.  CONTINUE
 MB2387'NORTH ON PORTER ROAD FOR 0.1 MILE TO THE INTERSECTION OF
 MB2387'CALVIN ROAD, COUNTY HIGHWAY 174.  TURN RIGHT AND GO EAST ON
 MB2387'CALVIN ROAD FOR 1.25 MILES TO THE T-INTERSECTION OF ALLIANCE
 MB2387'ROAD.  TURN RIGHT AND GO SOUTH ON ALLIANCE
 MB2387'ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 MB2387'
 MB2387'STATION MARK, STAMPED---72-142-1 1977---, IS A PORTAGE COUNTY
 MB2387'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2387'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 224.0 FEET
 MB2387'SOUTHWEST OF AN OAK TREE, 175.8 FEET SOUTHEAST OF THE CORNER
 MB2387'POLE OF A CHAIN LINK FENCE, 165.9 FEET EAST OF THE NORTH POST
 MB2387'OF A GATE, 85.9 FEET NORTHEAST OF A 6-INCH PINE TREE, AND 25.8
 MB2387'FEET WEST OF THE CENTERLINE OF ALLIANCE ROAD.
 MB2387'
 MB2387'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2387'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2387'STATION 72 153 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2387'
 MB2387'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2418 ***********************************************************************
 MB2418  DESIGNATION -  72 153 1 P CO
 MB2418  PID         -  MB2418
 MB2418  STATE/COUNTY-  OH/PORTAGE
 MB2418  USGS QUAD   -  DEERFIELD (1994)
 MB2418
 MB2418                         *CURRENT SURVEY CONTROL
 MB2418  ___________________________________________________________________
 MB2418* NAD 83(1995)-  41 07 03.54178(N)    081 07 25.92270(W)     ADJUSTED  
 MB2418* NAVD 88     -       348.6    (meters)    1144.     (feet)  VERTCON   
 MB2418  ___________________________________________________________________
 MB2418  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 MB2418  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2418
 MB2418  HORZ ORDER  -  SECOND
 MB2418
 MB2418.The horizontal coordinates were established by classical geodetic methods
 MB2418.and adjusted by the National Geodetic Survey in April 1998..
 MB2418
 MB2418.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2418
 MB2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2418
 MB2418.The geoid height was determined by GEOID03.
 MB2418
 MB2418;                    North         East     Units Scale Factor Converg.
 MB2418;SPC OH N     -   162,037.712   715,563.262   MT  0.99993952   +0 54 14.6
 MB2418;UTM  17      - 4,551,824.908   489,601.105   MT  0.99960133   -0 04 53.2
 MB2418
 MB2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2418!SPC OH N     -   0.99995059  x   0.99993952  =   0.99989011
 MB2418!UTM  17      -   0.99995059  x   0.99960133  =   0.99955194
 MB2418
 MB2418:                Primary Azimuth Mark                     Grid Az
 MB2418:SPC OH N     -  72 142 1 P CO                            088 36 33.3
 MB2418:UTM  17      -  72 142 1 P CO                            089 35 41.1
 MB2418
 MB2418|---------------------------------------------------------------------|
 MB2418| PID    Reference Object                     Distance      Geod. Az  |
 MB2418|                                                           dddmmss.s |
 MB2418| MB2387 72 142 1 P CO                       APPROX. 2.1 KM 0893047.9 |
 MB2418|---------------------------------------------------------------------|
 MB2418
 MB2418                          SUPERSEDED SURVEY CONTROL
 MB2418
 MB2418  NAD 83(1986)-  41 07 03.54781(N)    081 07 25.92460(W) AD(       ) 2
 MB2418  NAD 27      -  41 07 03.34333(N)    081 07 26.57157(W) AD(       ) 2
 MB2418  NGVD 29 (07/19/86)  348.8    (m)         1144.     (f) VERT ANG       
 MB2418
 MB2418.Superseded values are not recommended for survey control.
 MB2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2418.See file dsdata.txt to determine how the superseded data were derived.
 MB2418
 MB2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8960151825(NAD 83)
 MB2418_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2418+STABILITY: SURFACE MOTION
 MB2418
 MB2418  HISTORY     - Date     Condition        Report By
 MB2418  HISTORY     - 1977     MONUMENTED       OH-133
 MB2418
 MB2418                          STATION DESCRIPTION
 MB2418
 MB2418'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2418'THE STATION IS ABOUT 4-1/4 MILES NORTHWEST OF PALMYRA, 3-1/2
 MB2418'MILES SOUTHEAST OF CHARLESTOWN, 1-1/2 MILES NORTHEAST OF
 MB2418'EDINBURG, AND ON THE RIGHT-OF-WAY OF HUGHES ROAD,
 MB2418'COUNTY HIGHWAY 122.
 MB2418'
 MB2418'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14
 MB2418'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN
 MB2418'EDINBURG, GO EAST ON TALLMADGE ROAD FOR 1.35 MILES TO
 MB2418'THE INTERSECTION OF PORTER ROAD, TOWNSHIP HIGHWAY 54.  TURN
 MB2418'LEFT AND GO NORTH ON PORTER ROAD FOR 1.25 MILES TO THE
 MB2418'INTERSECTION OF HUGHES ROAD ON THE LEFT.  (TURN
 MB2418'LEFT AND GO WEST ON HUGHES ROAD FOR 0.1 MILE TO THE STATION AT
 MB2418'THE TOP OF A HILL ON THE RIGHT).  CONTINUE NORTH ON PORTER
 MB2418'ROAD FOR 0.1 MILE TO THE INTERSECTION OF CALVIN ROAD, COUNTY
 MB2418'HIGHWAY 124.  TURN RIGHT AND GO EAST ON CALVIN ROAD FOR
 MB2418'1.25 MILES TO THE T-INTERSECTION OF ALLIANCE ROAD, COUNTY
 MB2418'HIGHWAY 125.  TURN RIGHT AND GO SOUTH ON ALLIANCE ROAD FOR
 MB2418'0.1 MILE TO AZIMUTH MARK 72 142 1 P CO ON THE RIGHT.
 MB2418'
 MB2418'STATION MARKS, STAMPED---72-153-1 1977---, ARE PORTAGE COUNTY
 MB2418'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2418'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2418'SURFACE.  IT IS 79.6 FEET NORTH OF A 12-INCH PINE TREE, 67.0
 MB2418'FEET NORTHEAST OF A 10-INCH OAK TREE, 50.3 FEET NORTH-NORTHWEST
 MB2418'OF TELEPHONE POLE NUMBER 46/23, 30.0 FEET WEST OF POWER
 MB2418'POLE NUMBER ED 540, AND 23.3 FEET NORTH OF THE CENTERLINE OF
 MB2418'HUGHES ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MB2418'OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2418'
 MB2418'AZIMUTH MARK 72 142 1 P CO, STAMPED---72-142-1 1977---, IS A
 MB2418'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2418'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2418'SURFACE.  IT IS 224.0 FEET SOUTHWEST OF AN OAK TREE, 175.8 FEET
 MB2418'SOUTHEAST OF THE CORNER POLE OF A CHAIN LINK FENCE, 165.9 FEET
 MB2418'EAST OF THE NORTH POST OF A GATE, 85.9 FEET NORTHEAST OF A
 MB2418'6-INCH PINE TREE, AND 25.8 FEET WEST OF THE CENTERLINE OF
 MB2418'ALLIANCE ROAD.
 MB2418'
 MB2418'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2418'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2418'STATION 72 163 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2418'
 MB2418'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2392 ***********************************************************************
 MB2392  DESIGNATION -  72 154 1 P CO
 MB2392  PID         -  MB2392
 MB2392  STATE/COUNTY-  OH/PORTAGE
 MB2392  USGS QUAD   -  DEERFIELD (1994)
 MB2392
 MB2392                         *CURRENT SURVEY CONTROL
 MB2392  ___________________________________________________________________
 MB2392* NAD 83(1995)-  41 06 39.95206(N)    081 07 18.24781(W)     ADJUSTED  
 MB2392* NAVD 88     -       354.     (meters)    1161.     (feet)  VERTCON   
 MB2392  ___________________________________________________________________
 MB2392  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 MB2392  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2392
 MB2392  HORZ ORDER  -  SECOND
 MB2392
 MB2392.The horizontal coordinates were established by classical geodetic methods
 MB2392.and adjusted by the National Geodetic Survey in April 1998..
 MB2392
 MB2392.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2392
 MB2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2392
 MB2392.The geoid height was determined by GEOID03.
 MB2392
 MB2392;                    North         East     Units Scale Factor Converg.
 MB2392;SPC OH N     -   161,312.957   715,753.777   MT  0.99993943   +0 54 19.6
 MB2392;UTM  17      - 4,551,097.230   489,779.067   MT  0.99960129   -0 04 48.2
 MB2392
 MB2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2392!SPC OH N     -   0.99994977  x   0.99993943  =   0.99988921
 MB2392!UTM  17      -   0.99994977  x   0.99960129  =   0.99955108
 MB2392
 MB2392                          SUPERSEDED SURVEY CONTROL
 MB2392
 MB2392  NAD 83(1986)-  41 06 39.95798(N)    081 07 18.24925(W) AD(       ) 2
 MB2392  NAD 27      -  41 06 39.75362(N)    081 07 18.90030(W) AD(       ) 2
 MB2392  NGVD 29 (07/19/86)  354.     (m)         1161.     (f) VERT ANG       
 MB2392
 MB2392.Superseded values are not recommended for survey control.
 MB2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2392.See file dsdata.txt to determine how the superseded data were derived.
 MB2392
 MB2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8977951097(NAD 83)
 MB2392_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2392+STABILITY: SURFACE MOTION
 MB2392
 MB2392  HISTORY     - Date     Condition        Report By
 MB2392  HISTORY     - 1977     MONUMENTED       OH-133
 MB2392
 MB2392                          STATION DESCRIPTION
 MB2392
 MB2392'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2392'THE STATION IS ABOUT 4-1/4 MILES SOUTHEAST OF CHARLESTOWN,
 MB2392'3-3/4 MILES WEST OF PALMYRA, 1-1/4 MILES EAST-NORTHEAST OF
 MB2392'EDINBURG, AND ON THE RIGHT-OF-WAY OF PORTER ROAD, TOWNSHIP
 MB2392'HIGHWAY 54.
 MB2392'
 MB2392'TO REACH THE STATION FROM EDINBURG AT THE INTERSECTION OF STATE
 MB2392'ROUTE 14 AND TALLMADGE ROAD, COUNTY HIGHWAY 18, GO EAST ON
 MB2392'TALLMADGE ROAD FOR 1.35 MILES TO THE
 MB2392'INTERSECTION OF PORTER ROAD.  TURN LEFT
 MB2392'AND GO NORTH ON PORTER ROAD FOR 0.8 MILE
 MB2392'TO THE STATION ON THE LEFT.
 MB2392'
 MB2392'STATION MARK, STAMPED---72-154-1 1977---, IS A PORTAGE COUNTY
 MB2392'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2392'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 81.4 FEET
 MB2392'NORTH OF TELEPHONE AND POWER POLE NUMBER ED 192, 41.4 FEET
 MB2392'NORTHEAST OF AN 8-INCH PINE TREE, 33.5 FEET SOUTHEAST OF A
 MB2392'30-INCH OAK TREE, 21.3 FEET WEST OF THE CENTERLINE OF
 MB2392'PORTER ROAD, AND IN THE LAWN OF A HOUSE, ADDRESS
 MB2392'NUMBER 4473.
 MB2392'
 MB2392'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2392'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2392'STATION 72 183 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2392'
 MB2392'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2421 ***********************************************************************
 MB2421  DESIGNATION -  72 163 1 P CO
 MB2421  PID         -  MB2421
 MB2421  STATE/COUNTY-  OH/PORTAGE
 MB2421  USGS QUAD   -  ATWATER (1994)
 MB2421
 MB2421                         *CURRENT SURVEY CONTROL
 MB2421  ___________________________________________________________________
 MB2421* NAD 83(1995)-  41 07 04.02598(N)    081 08 32.08473(W)     ADJUSTED  
 MB2421* NAVD 88     -       363.5    (meters)    1193.     (feet)  VERTCON   
 MB2421  ___________________________________________________________________
 MB2421  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 MB2421  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2421
 MB2421  HORZ ORDER  -  SECOND
 MB2421
 MB2421.The horizontal coordinates were established by classical geodetic methods
 MB2421.and adjusted by the National Geodetic Survey in April 1998..
 MB2421
 MB2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2421
 MB2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2421
 MB2421.The geoid height was determined by GEOID03.
 MB2421
 MB2421;                    North         East     Units Scale Factor Converg.
 MB2421;SPC OH N     -   162,028.457   714,019.800   MT  0.99993952   +0 53 31.1
 MB2421;UTM  17      - 4,551,842.196   488,058.234   MT  0.99960176   -0 05 36.8
 MB2421
 MB2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2421!SPC OH N     -   0.99994825  x   0.99993952  =   0.99988777
 MB2421!UTM  17      -   0.99994825  x   0.99960176  =   0.99955003
 MB2421
 MB2421:                Primary Azimuth Mark                     Grid Az
 MB2421:SPC OH N     -  72 153 1 P CO                            089 39 23.2
 MB2421:UTM  17      -  72 153 1 P CO                            090 38 31.1
 MB2421
 MB2421|---------------------------------------------------------------------|
 MB2421| PID    Reference Object                     Distance      Geod. Az  |
 MB2421|                                                           dddmmss.s |
 MB2421| MB2418 72 153 1 P CO                       APPROX. 1.5 KM 0903254.3 |
 MB2421| MB2424 LOCK                                236.354 METERS 31644     |
 MB2421|---------------------------------------------------------------------|
 MB2421
 MB2421                          SUPERSEDED SURVEY CONTROL
 MB2421
 MB2421  NAD 83(1986)-  41 07 04.03215(N)    081 08 32.08664(W) AD(       ) 2
 MB2421  NAD 27      -  41 07 03.82755(N)    081 08 32.73146(W) AD(       ) 2
 MB2421  NGVD 29 (07/19/86)  363.7    (m)         1193.     (f) VERT ANG       
 MB2421
 MB2421.Superseded values are not recommended for survey control.
 MB2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2421.See file dsdata.txt to determine how the superseded data were derived.
 MB2421
 MB2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8805851842(NAD 83)
 MB2421_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2421+STABILITY: SURFACE MOTION
 MB2421
 MB2421  HISTORY     - Date     Condition        Report By
 MB2421  HISTORY     - 1977     MONUMENTED       OH-133
 MB2421
 MB2421                          STATION DESCRIPTION
 MB2421
 MB2421'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2421'THE STATION IS ABOUT 5 MILES NORTHWEST OF PALMYRA, 3-1/4 MILES
 MB2421'SOUTH OF CHARLESTOWN, 1-1/4 MILES NORTH OF EDINBURG, AND ON
 MB2421'THE RIGHT-OF-WAY OF HUGHES ROAD, COUNTY HIGHWAY 122.
 MB2421'
 MB2421'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14
 MB2421'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN EDINBURG, GO EAST ON
 MB2421'TALLMADGE ROAD FOR 1.35 MILES TO THE INTERSECTION OF PORTER
 MB2421'ROAD, TOWNSHIP HIGHWAY 54.  TURN LEFT AND GO NORTH ON PORTER
 MB2421'ROAD FOR 1.25 MILES TO THE INTERSECTION OF HUGHES ROAD ON THE
 MB2421'LEFT.  TURN LEFT AND GO WEST ON HUGHES ROAD FOR 0.95 MILE TO
 MB2421'THE STATION ON THE LEFT.
 MB2421'
 MB2421'STATION MARK, STAMPED---72-163-1 1977---, IS A PORTAGE COUNTY
 MB2421'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2421'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 50.0 FEET
 MB2421'EAST OF POWER POLE NUMBER 1-05, 43.7 FEET SOUTH OF TELEPHONE
 MB2421'POLE NUMBER 46/4, AND 21.0 FEET SOUTH OF THE CENTERLINE OF
 MB2421'HUGHES ROAD.
 MB2421'
 MB2421'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2421'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2421'STATIONS LOCK AND 72 153 1 P CO CAN BE USED AS AZIMUTH MARKS.
 MB2421'
 MB2421'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2393 ***********************************************************************
 MB2393  DESIGNATION -  72 183 1 P CO
 MB2393  PID         -  MB2393
 MB2393  STATE/COUNTY-  OH/PORTAGE
 MB2393  USGS QUAD   -  DEERFIELD (1994)
 MB2393
 MB2393                         *CURRENT SURVEY CONTROL
 MB2393  ___________________________________________________________________
 MB2393* NAD 83(1995)-  41 06 19.26344(N)    081 07 18.41509(W)     ADJUSTED  
 MB2393* NAVD 88     -       354.6    (meters)    1163.     (feet)  VERTCON   
 MB2393  ___________________________________________________________________
 MB2393  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 MB2393  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2393
 MB2393  HORZ ORDER  -  SECOND
 MB2393
 MB2393.The horizontal coordinates were established by classical geodetic methods
 MB2393.and adjusted by the National Geodetic Survey in April 1998..
 MB2393
 MB2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2393
 MB2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2393
 MB2393.The geoid height was determined by GEOID03.
 MB2393
 MB2393;                    North         East     Units Scale Factor Converg.
 MB2393;SPC OH N     -   160,674.793   715,759.960   MT  0.99993936   +0 54 19.5
 MB2393;UTM  17      - 4,550,459.269   489,774.274   MT  0.99960129   -0 04 48.2
 MB2393
 MB2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2393!SPC OH N     -   0.99994965  x   0.99993936  =   0.99988901
 MB2393!UTM  17      -   0.99994965  x   0.99960129  =   0.99955096
 MB2393
 MB2393:                Primary Azimuth Mark                     Grid Az
 MB2393:SPC OH N     -  72 154 1 P CO                            359 26 41.9
 MB2393:UTM  17      -  72 154 1 P CO                            000 25 49.6
 MB2393
 MB2393|---------------------------------------------------------------------|
 MB2393| PID    Reference Object                     Distance      Geod. Az  |
 MB2393|                                                           dddmmss.s |
 MB2393| MB2392 72 154 1 P CO                       APPROX. 0.6 KM 0002101.4 |
 MB2393| MB2395 72 222 1 P CO                       APPROX. 0.7 KM 1814426.4 |
 MB2393|---------------------------------------------------------------------|
 MB2393
 MB2393                          SUPERSEDED SURVEY CONTROL
 MB2393
 MB2393  NAD 83(1986)-  41 06 19.26936(N)    081 07 18.41659(W) AD(       ) 2
 MB2393  NAD 27      -  41 06 19.06477(N)    081 07 19.06759(W) AD(       ) 2
 MB2393  NGVD 29 (07/19/86)  354.8    (m)         1164.     (f) VERT ANG       
 MB2393
 MB2393.Superseded values are not recommended for survey control.
 MB2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2393.See file dsdata.txt to determine how the superseded data were derived.
 MB2393
 MB2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8977450459(NAD 83)
 MB2393_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2393+STABILITY: SURFACE MOTION
 MB2393
 MB2393  HISTORY     - Date     Condition        Report By
 MB2393  HISTORY     - 1977     MONUMENTED       OH-133
 MB2393
 MB2393                          STATION DESCRIPTION
 MB2393
 MB2393'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2393'THE STATION IS ABOUT 4-1/4 MILES SOUTHEAST OF CHARLESTOWN,
 MB2393'3-3/4 MILES WEST OF PALMYRA, 1-1/4 MILES EAST-NORTHEAST OF
 MB2393'EDINBURG, AND ON THE RIGHT-OF-WAY OF PORTER ROAD, TOWNSHIP
 MB2393'HIGHWAY 54.
 MB2393'
 MB2393'TO REACH THE STATION FROM EDINBURG AT THE INTERSECTION OF STATE
 MB2393'ROUTE 14 AND TALLMADGE ROAD, COUNTY HIGHWAY 18, GO EAST ON
 MB2393'TALLMADGE ROAD FOR 1.35 MILES TO THE
 MB2393'INTERSECTION OF PORTER ROAD AND AZIMUTH
 MB2393'MARK 72 222 1 P CO ON THE SOUTHEAST CORNER OF THE INTERSECTION.
 MB2393'TURN LEFT AND GO NORTH ON PORTER ROAD FOR
 MB2393'0.4 MILE TO THE STATION ON THE RIGHT, JUST BEFORE THE
 MB2393'INTERSTATE 76 OVERPASS.  CONTINUE NORTH ON PORTER ROAD,
 MB2393'FOR 0.4 MILE TO AZIMUTH MARK 72 154 1 P CO ON
 MB2393'THE LEFT.
 MB2393'
 MB2393'STATION MARKS, STAMPED---72-183-1 1977---, ARE PORTAGE COUNTY
 MB2393'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2393'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2393'SURFACE.  IT IS 23.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE TO
 MB2393'INTERSTATE 76, 19.7 FEET EAST OF THE CENTERLINE OF PORTER ROAD,
 MB2393'13.2 FEET SOUTHEAST OF THE SOUTHEAST
 MB2393'CORNER OF THE CONCRETE GUARDRAIL ABUTMENT FOR INTERSTATE 76
 MB2393'OVERPASS, 12.4 FEET SOUTHEAST OF A P.K. NAIL IN THE TOP OF THE
 MB2393'FIRST GUARDRAIL POST SOUTH OF THE OVERPASS, 7.1 FEET
 MB2393'SOUTHEAST OF THE SECOND GUARDRAIL POST SOUTH OF THE OVERPASS,
 MB2393'AND 5.9 FEET NORTHEAST OF THE THIRD GUARDRAIL POST
 MB2393'SOUTH OF THE OVERPASS.  THE UNDERGROUND DISK IS SET IN AN
 MB2393'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2393'SURFACE.
 MB2393'
 MB2393'AZIMUTH MARK 72 222 1 P CO, STAMPED---72-222-1 1977---, IS A
 MB2393'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2393'CYLINDRICAL CONCRETE POST THAT IS 3 INCHES BELOW THE
 MB2393'GROUND SURFACE.  IT IS 30.4 FEET NORTH OF TELEPHONE POLE NUMBER
 MB2393'1096674, 28.0 FEET NORTHWEST OF TELEPHONE POLE NUMBER 5/187,
 MB2393'AND 17.7 FEET EAST OF THE CENTERLINE OF PORTER ROAD.
 MB2393'
 MB2393'AZIMUTH MARK 72 154 1 P CO, STAMPED---72-154-1 1977---, IS A
 MB2393'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2393'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2393'SURFACE.  IT IS 81.4 FEET NORTH OF TELEPHONE AND POWER POLE
 MB2393'NUMBER ED 192, 41.4 FEET NORTHEAST OF AN 8-INCH PINE TREE, 33.5
 MB2393'FEET SOUTHEAST OF A 30-INCH OAK TREE, 21.3 FEET WEST OF THE
 MB2393'CENTERLINE OF PORTER ROAD AND IN THE LAWN OF
 MB2393'A HOUSE, ADDRESS NUMBER 4473.
 MB2393'
 MB2393'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2393'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2393'
 MB2393'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2386 ***********************************************************************
 MB2386  DESIGNATION -  72 211 1 P CO
 MB2386  PID         -  MB2386
 MB2386  STATE/COUNTY-  OH/PORTAGE
 MB2386  USGS QUAD   -  DEERFIELD (1994)
 MB2386
 MB2386                         *CURRENT SURVEY CONTROL
 MB2386  ___________________________________________________________________
 MB2386* NAD 83(1995)-  41 05 18.67941(N)    081 05 55.31364(W)     ADJUSTED  
 MB2386* NAVD 88     -       343.     (meters)    1125.     (feet)  VERTCON   
 MB2386  ___________________________________________________________________
 MB2386  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 MB2386  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2386
 MB2386  HORZ ORDER  -  SECOND
 MB2386
 MB2386.The horizontal coordinates were established by classical geodetic methods
 MB2386.and adjusted by the National Geodetic Survey in April 1998..
 MB2386
 MB2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2386
 MB2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2386
 MB2386.The geoid height was determined by GEOID03.
 MB2386
 MB2386;                    North         East     Units Scale Factor Converg.
 MB2386;SPC OH N     -   158,837.097   717,728.680   MT  0.99993921   +0 55 14.1
 MB2386;UTM  17      - 4,548,588.618   491,710.442   MT  0.99960085   -0 03 53.5
 MB2386
 MB2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2386!SPC OH N     -   0.99995150  x   0.99993921  =   0.99989071
 MB2386!UTM  17      -   0.99995150  x   0.99960085  =   0.99955237
 MB2386
 MB2386                          SUPERSEDED SURVEY CONTROL
 MB2386
 MB2386  NAD 83(1986)-  41 05 18.68504(N)    081 05 55.31553(W) AD(       ) 2
 MB2386  NAD 27      -  41 05 18.47879(N)    081 05 55.97033(W) AD(       ) 2
 MB2386  NGVD 29 (07/19/86)  343.     (m)         1125.     (f) VERT ANG       
 MB2386
 MB2386.Superseded values are not recommended for survey control.
 MB2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2386.See file dsdata.txt to determine how the superseded data were derived.
 MB2386
 MB2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9171048589(NAD 83)
 MB2386_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2386+STABILITY: SURFACE MOTION
 MB2386
 MB2386  HISTORY     - Date     Condition        Report By
 MB2386  HISTORY     - 1977     MONUMENTED       OH-133
 MB2386
 MB2386                          STATION DESCRIPTION
 MB2386
 MB2386'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2386'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF ATWATER, 5-1/4
 MB2386'MILES NORTHWEST OF DEERFIELD, 2-3/4 MILES SOUTHWEST OF PALMYRA,
 MB2386'AND ON THE RIGHT-OF-WAY OF ALLIANCE ROAD, COUNTY HIGHWAY 125.
 MB2386'
 MB2386'TO REACH THE STATION FROM EDINBURG AT THE INTERSECTION OF STATE
 MB2386'ROUTES 14 AND 183, GO SOUTHEAST ON STATE ROUTE 14 FOR 1.65
 MB2386'MILES TO THE INTERSECTION OF TOWNSHIP HIGHWAY 117, GIDDINGS
 MB2386'ROAD.  TURN LEFT AND GO EAST ON GIDDINGS ROAD
 MB2386'FOR 1.4 MILES TO THE INTERSECTION OF ALLIANCE ROAD.
 MB2386'TURN LEFT AND GO NORTH ON ALLIANCE ROAD
 MB2386'FOR 0.5 MILE TO THE STATION ON THE LEFT, ABOUT 200 FEET NORTH
 MB2386'OF THE INTERSECTION OF TOWNSHIP HIGHWAY 127, HENDERSON ROAD.
 MB2386'
 MB2386'STATION MARK, STAMPED---72-211-1 1977---, IS A PORTAGE COUNTY
 MB2386'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2386'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 73.4 FEET
 MB2386'SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 41.0 FEET WEST OF
 MB2386'A 30-INCH MAPLE TREE, 39.8 FEET NORTH OF A POWER AND TELEPHONE
 MB2386'POLE, AND 18.3 FEET WEST OF THE CENTERLINE OF ALLIANCE ROAD.
 MB2386'
 MB2386'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2386'LIGHT ABOVE STATION MARK WAS 1.3 METERS.
 MB2386'STATION 72 264 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2386'
 MB2386'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2395 ***********************************************************************
 MB2395  DESIGNATION -  72 222 1 P CO
 MB2395  PID         -  MB2395
 MB2395  STATE/COUNTY-  OH/PORTAGE
 MB2395  USGS QUAD   -  DEERFIELD (1994)
 MB2395
 MB2395                         *CURRENT SURVEY CONTROL
 MB2395  ___________________________________________________________________
 MB2395* NAD 83(1995)-  41 05 57.39744(N)    081 07 19.29353(W)     ADJUSTED  
 MB2395* NAVD 88     -       333.     (meters)    1093.     (feet)  VERTCON   
 MB2395  ___________________________________________________________________
 MB2395  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 MB2395  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2395
 MB2395  HORZ ORDER  -  SECOND
 MB2395
 MB2395.The horizontal coordinates were established by classical geodetic methods
 MB2395.and adjusted by the National Geodetic Survey in April 1998..
 MB2395
 MB2395.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2395
 MB2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2395
 MB2395.The geoid height was determined by GEOID03.
 MB2395
 MB2395;                    North         East     Units Scale Factor Converg.
 MB2395;SPC OH N     -   160,000.053   715,750.123   MT  0.99993929   +0 54 18.9
 MB2395;UTM  17      - 4,549,785.026   489,752.841   MT  0.99960129   -0 04 48.8
 MB2395
 MB2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2395!SPC OH N     -   0.99995307  x   0.99993929  =   0.99989236
 MB2395!UTM  17      -   0.99995307  x   0.99960129  =   0.99955437
 MB2395
 MB2395                          SUPERSEDED SURVEY CONTROL
 MB2395
 MB2395  NAD 83(1986)-  41 05 57.40336(N)    081 07 19.29509(W) AD(       ) 2
 MB2395  NAD 27      -  41 05 57.19853(N)    081 07 19.94600(W) AD(       ) 2
 MB2395  NGVD 29 (07/19/86)  333.     (m)         1093.     (f) VERT ANG       
 MB2395
 MB2395.Superseded values are not recommended for survey control.
 MB2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2395.See file dsdata.txt to determine how the superseded data were derived.
 MB2395
 MB2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8975349785(NAD 83)
 MB2395_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2395+STABILITY: SURFACE MOTION
 MB2395
 MB2395  HISTORY     - Date     Condition        Report By
 MB2395  HISTORY     - 1977     MONUMENTED       OH-133
 MB2395
 MB2395                          STATION DESCRIPTION
 MB2395
 MB2395'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2395'THE STATION IS ABOUT 4-3/4 MILES SOUTHEAST OF CHARLESTOWN,
 MB2395'3-3/4 MILES WEST OF PALMYRA, 1-1/4 MILES EAST-NORTHEAST OF
 MB2395'EDINBURG, AND ON THE RIGHT-OF-WAY OF PORTER ROAD, TOWNSHIP
 MB2395'HIGHWAY 54.
 MB2395'
 MB2395'TO REACH THE STATION FROM EDINBURG AT THE INTERSECTION OF STATE
 MB2395'ROUTE 14 AND TALLMADGE ROAD, COUNTY HIGHWAY 18, GO EAST ON
 MB2395'TALLMADGE ROAD FOR 1.35 MILES TO THE
 MB2395'INTERSECTION OF PORTER ROAD AND THE
 MB2395'STATION ON THE SOUTHEAST CORNER OF THE INTERSECTION.
 MB2395'
 MB2395'STATION MARK, STAMPED---72-222-1 1977---, IS A PORTAGE COUNTY
 MB2395'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2395'POST THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2395'30.4 FEET NORTH OF TELEPHONE POLE NUMBER 1096674, 28.0 FEET
 MB2395'NORTHWEST OF TELEPHONE POLE NUMBER 5/187, AND 17.7 FEET EAST OF
 MB2395'THE CENTERLINE OF PORTER ROAD.
 MB2395'
 MB2395'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2395'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2395'STATION 72 183 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2395'
 MB2395'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2391 ***********************************************************************
 MB2391  DESIGNATION -  72 262 1 P CO
 MB2391  PID         -  MB2391
 MB2391  STATE/COUNTY-  OH/PORTAGE
 MB2391  USGS QUAD   -  DEERFIELD (1994)
 MB2391
 MB2391                         *CURRENT SURVEY CONTROL
 MB2391  ___________________________________________________________________
 MB2391* NAD 83(1995)-  41 04 52.41267(N)    081 06 46.09707(W)     ADJUSTED  
 MB2391* NAVD 88     -       341.     (meters)    1119.     (feet)  VERTCON   
 MB2391  ___________________________________________________________________
 MB2391  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 MB2391  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2391
 MB2391  HORZ ORDER  -  SECOND
 MB2391
 MB2391.The horizontal coordinates were established by classical geodetic methods
 MB2391.and adjusted by the National Geodetic Survey in April 1998..
 MB2391
 MB2391.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2391
 MB2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2391
 MB2391.The geoid height was determined by GEOID03.
 MB2391
 MB2391;                    North         East     Units Scale Factor Converg.
 MB2391;SPC OH N     -   158,008.006   716,556.526   MT  0.99993917   +0 54 40.7
 MB2391;UTM  17      - 4,547,780.083   490,524.604   MT  0.99960110   -0 04 26.9
 MB2391
 MB2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2391!SPC OH N     -   0.99995181  x   0.99993917  =   0.99989098
 MB2391!UTM  17      -   0.99995181  x   0.99960110  =   0.99955293
 MB2391
 MB2391                          SUPERSEDED SURVEY CONTROL
 MB2391
 MB2391  NAD 83(1986)-  41 04 52.41839(N)    081 06 46.09904(W) AD(       ) 2
 MB2391  NAD 27      -  41 04 52.21145(N)    081 06 46.75185(W) AD(       ) 2
 MB2391  NGVD 29 (07/19/86)  341.     (m)         1119.     (f) VERT ANG       
 MB2391
 MB2391.Superseded values are not recommended for survey control.
 MB2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2391.See file dsdata.txt to determine how the superseded data were derived.
 MB2391
 MB2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9052547780(NAD 83)
 MB2391_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2391+STABILITY: SURFACE MOTION
 MB2391
 MB2391  HISTORY     - Date     Condition        Report By
 MB2391  HISTORY     - 1977     MONUMENTED       OH-133
 MB2391
 MB2391                          STATION DESCRIPTION
 MB2391
 MB2391'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2391'THE STATION IS ABOUT 5-1/4 MILES NORTHWEST OF DEERFIELD, 4-1/2
 MB2391'MILES NORTHEAST OF ATWATER, 3-1/2 MILES SOUTHWEST OF PALMYRA,
 MB2391'AND ON THE RIGHT-OF-WAY OF GIDDINGS ROAD, TOWNSHIP HIGHWAY 117.
 MB2391'
 MB2391'TO REACH THE STATION FROM EDINBURG AT THE INTERSECTION OF STATE
 MB2391'ROUTES 14 AND 183, GO SOUTHEAST ON STATE ROUTE 14 FOR 1.65
 MB2391'MILES TO THE INTERSECTION OF TOWNSHIP HIGHWAY 117, GIDDINGS
 MB2391'ROAD.  TURN LEFT AND GO EAST ON GIDDINGS ROAD
 MB2391'FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 MB2391'
 MB2391'STATION MARK, STAMPED---72-262-1 1977---, IS A PORTAGE COUNTY
 MB2391'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2391'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 88.4 FEET
 MB2391'SOUTHWEST OF A 12-INCH MAPLE TREE NEAR A TWO STORY HOUSE,
 MB2391'ADDRESS NUMBER 7727, 82.6 FEET EAST OF A 14-INCH CHERRY TREE,
 MB2391'52.3 FEET SOUTHEAST OF A CORNER FENCE POST, 37.1 FEET SOUTH OF
 MB2391'POWER AND TELEPHONE POLE NUMBER 5/107, AND 15.5 FEET SOUTH OF
 MB2391'THE CENTERLINE OF GIDDINGS ROAD.
 MB2391'
 MB2391'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2391'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2391'STATION 72 264 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2391'
 MB2391'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2390 ***********************************************************************
 MB2390  DESIGNATION -  72 264 1 P CO
 MB2390  PID         -  MB2390
 MB2390  STATE/COUNTY-  OH/PORTAGE
 MB2390  USGS QUAD   -  DEERFIELD (1994)
 MB2390
 MB2390                         *CURRENT SURVEY CONTROL
 MB2390  ___________________________________________________________________
 MB2390* NAD 83(1995)-  41 04 52.44661(N)    081 06 12.77226(W)     ADJUSTED  
 MB2390* NAVD 88     -       351.3    (meters)    1153.     (feet)  VERTCON   
 MB2390  ___________________________________________________________________
 MB2390  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 MB2390  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2390
 MB2390  HORZ ORDER  -  SECOND
 MB2390
 MB2390.The horizontal coordinates were established by classical geodetic methods
 MB2390.and adjusted by the National Geodetic Survey in April 1998..
 MB2390
 MB2390.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2390
 MB2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2390
 MB2390.The geoid height was determined by GEOID03.
 MB2390
 MB2390;                    North         East     Units Scale Factor Converg.
 MB2390;SPC OH N     -   158,021.465   717,334.237   MT  0.99993917   +0 55 02.6
 MB2390;UTM  17      - 4,547,780.165   491,302.168   MT  0.99960093   -0 04 05.0
 MB2390
 MB2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2390!SPC OH N     -   0.99995016  x   0.99993917  =   0.99988934
 MB2390!UTM  17      -   0.99995016  x   0.99960093  =   0.99955111
 MB2390
 MB2390:                Primary Azimuth Mark                     Grid Az
 MB2390:SPC OH N     -  72 211 1 P CO                            025 48 31.2
 MB2390:UTM  17      -  72 211 1 P CO                            026 47 38.8
 MB2390
 MB2390|---------------------------------------------------------------------|
 MB2390| PID    Reference Object                     Distance      Geod. Az  |
 MB2390|                                                           dddmmss.s |
 MB2390| MB2386 72 211 1 P CO                       APPROX. 0.9 KM 0264333.8 |
 MB2390| MB2391 72 262 1 P CO                       APPROX. 0.8 KM 2695533.3 |
 MB2390| MB2425 EDINBURG OHIO BELL MICROWAVE        APPROX. 3.5 KM 2795715.2 |
 MB2390|---------------------------------------------------------------------|
 MB2390
 MB2390                          SUPERSEDED SURVEY CONTROL
 MB2390
 MB2390  NAD 83(1986)-  41 04 52.45227(N)    081 06 12.77423(W) AD(       ) 2
 MB2390  NAD 27      -  41 04 52.24558(N)    081 06 13.42813(W) AD(       ) 2
 MB2390  NGVD 29 (07/19/86)  351.5    (m)         1153.     (f) VERT ANG       
 MB2390
 MB2390.Superseded values are not recommended for survey control.
 MB2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2390.See file dsdata.txt to determine how the superseded data were derived.
 MB2390
 MB2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9130247780(NAD 83)
 MB2390_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2390+STABILITY: SURFACE MOTION
 MB2390
 MB2390  HISTORY     - Date     Condition        Report By
 MB2390  HISTORY     - 1977     MONUMENTED       OH-133
 MB2390
 MB2390                          STATION DESCRIPTION
 MB2390
 MB2390'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2390'THE STATION IS ABOUT 4-3/4 MILES NORTHEAST OF
 MB2390'ATWATER, 3 MILES SOUTHWEST OF PALMYRA, 2-1/2 MILES SOUTHEAST OF
 MB2390'EDINBURG, AND ON THE RIGHT-OF-WAY OF GIDDINGS ROAD, TOWNSHIP
 MB2390'HIGHWAY 117.
 MB2390'
 MB2390'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 183
 MB2390'AND 14 IN EDINBURG, GO SOUTHEAST ON STATE ROUTE 14 FOR 1.65
 MB2390'MILES TO THE INTERSECTION OF GIDDINGS ROAD.  TURN LEFT
 MB2390'AND GO EAST ON GIDDINGS ROAD FOR 0.6
 MB2390'MILE TO AZIMUTH MARK 72 262 1 P CO ON THE RIGHT.  CONTINUE
 MB2390'EAST ON GIDDINGS ROAD FOR 0.5 MILE TO THE STATION ON
 MB2390'THE LEFT.  CONTINUE EAST ON GIDDINGS ROAD,
 MB2390'FOR 0.3 MILE TO THE INTERSECTION OF COUNTY HIGHWAY 125,
 MB2390'ALLIANCE ROAD.  TURN LEFT AND GO NORTH ON COUNTY HIGHWAY 125
 MB2390'FOR 0.5 MILE TO AZIMUTH MARK 72 211 1 P CO ON THE LEFT.
 MB2390'
 MB2390'STATION MARKS, STAMPED---72-264-1 1977---, ARE PORTAGE COUNTY
 MB2390'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2390'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2390'SURFACE.  IT IS 44.4 FEET NORTHEAST OF THE
 MB2390'FIFTH FENCE POST WEST OF THE CORNER POST, 43.5 FEET NORTHWEST
 MB2390'OF A CORNER FENCE POST, AND 17.0 FEET NORTH OF THE CENTERLINE
 MB2390'OF GIDDINGS ROAD.  THE UNDERGROUND DISK
 MB2390'IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 MB2390'THE GROUND SURFACE.
 MB2390'
 MB2390'AZIMUTH MARK 72 211 1 P CO, STAMPED---72-211-1 1977---, IS A
 MB2390'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2390'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2390'SURFACE.  IT IS ABOUT 200 FEET NORTH OF THE INTERSECTION OF
 MB2390'TOWNSHIP HIGHWAY 127, HENDERSON ROAD, 73.4 FEET SOUTHWEST OF
 MB2390'THE SOUTHWEST CORNER OF
 MB2390'A BARN, 41.0 FEET WEST OF A 30-INCH MAPLE TREE, 39.8 FEET NORTH
 MB2390'OF A POWER AND TELEPHONE POLE, AND 18.3 FEET WEST
 MB2390'OF THE CENTERLINE OF ALLIANCE ROAD.
 MB2390'
 MB2390'AZIMUTH MARK 72 262 1 P CO, STAMPED---72-262-1 1977---, IS A
 MB2390'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2390'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2390'SURFACE.  IT IS 88.4 FEET SOUTHWEST OF A 12-INCH MAPLE TREE
 MB2390'NEAR A TWO STORY HOUSE, ADDRESS NUMBER 7727, 82.6 FEET EAST OF A
 MB2390'14-INCH CHERRY TREE, 52.3 FEET SOUTHEAST OF A CORNER FENCE POST,
 MB2390'37.1 FEET SOUTH OF POWER AND TELEPHONE POLE NUMBER 5/107, AND
 MB2390'15.5 FEET SOUTH OF THE CENTERLINE OF GIDDINGS ROAD.
 MB2390'
 MB2390'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2390'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2390'
 MB2390'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2389 ***********************************************************************
 MB2389  DESIGNATION -  72 271 1 P CO
 MB2389  PID         -  MB2389
 MB2389  STATE/COUNTY-  OH/PORTAGE
 MB2389  USGS QUAD   -  DEERFIELD (1994)
 MB2389
 MB2389                         *CURRENT SURVEY CONTROL
 MB2389  ___________________________________________________________________
 MB2389* NAD 83(1995)-  41 03 45.00778(N)    081 05 56.20586(W)     ADJUSTED  
 MB2389* NAVD 88     -       340.8    (meters)    1118.     (feet)  VERTCON   
 MB2389  ___________________________________________________________________
 MB2389  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 MB2389  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2389
 MB2389  HORZ ORDER  -  SECOND
 MB2389
 MB2389.The horizontal coordinates were established by classical geodetic methods
 MB2389.and adjusted by the National Geodetic Survey in April 1998..
 MB2389
 MB2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2389
 MB2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2389
 MB2389.The geoid height was determined by GEOID03.
 MB2389
 MB2389;                    North         East     Units Scale Factor Converg.
 MB2389;SPC OH N     -   155,947.661   717,754.276   MT  0.99993914   +0 55 13.5
 MB2389;UTM  17      - 4,545,700.148   491,686.349   MT  0.99960085   -0 03 54.0
 MB2389
 MB2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2389!SPC OH N     -   0.99995181  x   0.99993914  =   0.99989095
 MB2389!UTM  17      -   0.99995181  x   0.99960085  =   0.99955268
 MB2389
 MB2389|---------------------------------------------------------------------|
 MB2389| PID    Reference Object                     Distance      Geod. Az  |
 MB2389|                                                           dddmmss.s |
 MB2389| MB2385 61 097 2 P CO                        21.857 METERS 09705     |
 MB2389| MB2416 YALE AZ MK                          APPROX. 0.9 KM 3135320.9 |
 MB2389|---------------------------------------------------------------------|
 MB2389
 MB2389                          SUPERSEDED SURVEY CONTROL
 MB2389
 MB2389  NAD 83(1986)-  41 03 45.01330(N)    081 05 56.20801(W) AD(       ) 2
 MB2389  NAD 27      -  41 03 44.80706(N)    081 05 56.86241(W) AD(       ) 2
 MB2389  NGVD 29 (07/19/86)  341.0    (m)         1119.     (f) VERT ANG       
 MB2389
 MB2389.Superseded values are not recommended for survey control.
 MB2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2389.See file dsdata.txt to determine how the superseded data were derived.
 MB2389
 MB2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9168645700(NAD 83)
 MB2389_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2389+STABILITY: SURFACE MOTION
 MB2389
 MB2389  HISTORY     - Date     Condition        Report By
 MB2389  HISTORY     - 1977     MONUMENTED       OH-133
 MB2389
 MB2389                          STATION DESCRIPTION
 MB2389
 MB2389'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2389'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF ATWATER, 3-1/2
 MB2389'MILES NORTHWEST OF DEERFIELD, 3-1/2 MILES SOUTHWEST OF PALMYRA,
 MB2389'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 14.
 MB2389'
 MB2389'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2389'AND U.S. HIGHWAY 224 IN DEERFIELD,
 MB2389'GO NORTH, THEN NORTHWEST ON STATE ROUTE 14 FOR 3.45
 MB2389'MILES TO THE INTERSECTION OF COUNTY HIGHWAY 55, YALE ROAD, AND
 MB2389'THE STATION ON THE RIGHT.
 MB2389'
 MB2389'STATION MARK, STAMPED---72-271-1 1977---, IS A PORTAGE COUNTY
 MB2389'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2389'POST THAT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 MB2389'IT IS 50.9 FEET WEST OF TELEPHONE AND POWER POLE NUMBER 8/129,
 MB2389'45.9 FEET WEST OF THE SOUTHEAST CORNER OF A TWO STORY FRAME
 MB2389'HOUSE, ADDRESS NUMBER 2716, 33.5 FEET SOUTHWEST OF THE SOUTHWEST
 MB2389'CORNER OF THE SAME HOUSE, 24.9 FEET NORTHEAST OF THE
 MB2389'CENTERLINE OF STATE ROUTE 14, AND 21.8 FEET SOUTHWEST OF A
 MB2389'10-INCH MAPLE TREE.
 MB2389'
 MB2389'REFERENCE MARK IS A MARKED STONE BURIED 6 INCHES BELOW THE
 MB2389'GROUND SURFACE AND LOCATED IN A 12 BY 12-INCH MONUMENT BOX
 MB2389'WITH METAL LID IN THE CENTER OF THE INTERSECTION AND FLUSH
 MB2389'WITH THE ROAD SURFACE.  IT IS 94.7 FEET NORTH OF THE
 MB2389'CENTERLINE OF STATE ROUTE 14, 64.4 FEET SOUTHEAST OF A TWIN
 MB2389'TRUNKED 10-INCH LOCUST TREE, AND 43.7 FEET NORTHEAST OF
 MB2389'A 2-1/2 STORY WOOD FRAME HOUSE, AND 28.7 FEET SOUTHWEST
 MB2389'OF TELEPHONE AND POWER POLE NUMBER 8/129.
 MB2389'
 MB2389'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2389'STATION 61 097 1 P CO AND YALE AZ MK CAN BE
 MB2389'USED AS AZIMUTH MARKS.
 MB2389'
 MB2389'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2419 ***********************************************************************
 MB2419  DESIGNATION -  72 283 1 P CO
 MB2419  PID         -  MB2419
 MB2419  STATE/COUNTY-  OH/PORTAGE
 MB2419  USGS QUAD   -  ATWATER (1994)
 MB2419
 MB2419                         *CURRENT SURVEY CONTROL
 MB2419  ___________________________________________________________________
 MB2419* NAD 83(1995)-  41 04 07.47474(N)    081 07 53.61543(W)     ADJUSTED  
 MB2419* NAVD 88     -       348.     (meters)    1142.     (feet)  VERTCON   
 MB2419  ___________________________________________________________________
 MB2419  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 MB2419  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2419
 MB2419  HORZ ORDER  -  SECOND
 MB2419
 MB2419.The horizontal coordinates were established by classical geodetic methods
 MB2419.and adjusted by the National Geodetic Survey in April 1998..
 MB2419
 MB2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2419
 MB2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2419
 MB2419.The geoid height was determined by GEOID03.
 MB2419
 MB2419;                    North         East     Units Scale Factor Converg.
 MB2419;SPC OH N     -   156,597.088   715,002.543   MT  0.99993914   +0 53 56.4
 MB2419;UTM  17      - 4,546,396.567   488,947.118   MT  0.99960150   -0 05 11.1
 MB2419
 MB2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2419!SPC OH N     -   0.99995071  x   0.99993914  =   0.99988985
 MB2419!UTM  17      -   0.99995071  x   0.99960150  =   0.99955223
 MB2419
 MB2419                          SUPERSEDED SURVEY CONTROL
 MB2419
 MB2419  NAD 83(1986)-  41 04 07.48051(N)    081 07 53.61802(W) AD(       ) 2
 MB2419  NAD 27      -  41 04 07.27445(N)    081 07 54.26328(W) AD(       ) 2
 MB2419  NGVD 29 (07/19/86)  348.     (m)         1142.     (f) VERT ANG       
 MB2419
 MB2419.Superseded values are not recommended for survey control.
 MB2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2419.See file dsdata.txt to determine how the superseded data were derived.
 MB2419
 MB2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8894746397(NAD 83)
 MB2419_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2419+STABILITY: SURFACE MOTION
 MB2419
 MB2419  HISTORY     - Date     Condition        Report By
 MB2419  HISTORY     - 1977     MONUMENTED       OH-133
 MB2419
 MB2419                          STATION DESCRIPTION
 MB2419
 MB2419'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2419'THE STATION IS ABOUT 5-3/4 MILES SOUTHWEST OF ROOTSTOWN, 3-1/4
 MB2419'MILES NORTH OF ATWATER, 2-1/4 MILES SOUTH OF EDINBURG, AND ON
 MB2419'THE RIGHT-OF-WAY OF CLARK ROAD, TOWNSHIP HIGHWAY 121.
 MB2419'
 MB2419'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2419'AND 183 IN EDINBURG, GO SOUTH ON STATE ROUTE 183 FOR 1.95 MILES
 MB2419'TO THE INTERSECTION OF CLARK ROAD.  TURN LEFT
 MB2419'AND GO EAST ON CLARK ROAD FOR 0.8 MILE TO THE
 MB2419'STATION ON THE LEFT.
 MB2419'
 MB2419'STATION MARK, STAMPED---72-283-1 1977---, IS A PORTAGE COUNTY
 MB2419'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2419'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 90.0 FEET
 MB2419'NORTHWEST OF A HOUSE, ADDRESS NUMBER 7236, 40.8 FEET NORTH OF
 MB2419'POWER POLE NUMBER D 879, 35.8 FEET NORTHWEST OF A 16-INCH MAPLE
 MB2419'TREE, 26.4 FEET WEST OF TELEPHONE AND POWER POLE NUMBER 9/13,
 MB2419'17.3 FEET NORTH OF THE CENTERLINE OF CLARK ROAD, AND 9.0 FEET
 MB2419'SOUTHWEST OF A 16-INCH MAPLE TREE.
 MB2419'
 MB2419'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2419'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2419'STATION 72 292 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2419'
 MB2419'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2422 ***********************************************************************
 MB2422  DESIGNATION -  72 292 1 P CO
 MB2422  PID         -  MB2422
 MB2422  STATE/COUNTY-  OH/PORTAGE
 MB2422  USGS QUAD   -  ATWATER (1994)
 MB2422
 MB2422                         *CURRENT SURVEY CONTROL
 MB2422  ___________________________________________________________________
 MB2422* NAD 83(1995)-  41 04 07.52620(N)    081 08 33.37110(W)     ADJUSTED  
 MB2422* NAVD 88     -       352.3    (meters)    1156.     (feet)  VERTCON   
 MB2422  ___________________________________________________________________
 MB2422  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 MB2422  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB2422
 MB2422  HORZ ORDER  -  SECOND
 MB2422
 MB2422.The horizontal coordinates were established by classical geodetic methods
 MB2422.and adjusted by the National Geodetic Survey in April 1998..
 MB2422
 MB2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2422
 MB2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2422
 MB2422.The geoid height was determined by GEOID03.
 MB2422
 MB2422;                    North         East     Units Scale Factor Converg.
 MB2422;SPC OH N     -   156,584.172   714,074.529   MT  0.99993914   +0 53 30.3
 MB2422;UTM  17      - 4,546,399.612   488,019.332   MT  0.99960177   -0 05 37.3
 MB2422
 MB2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2422!SPC OH N     -   0.99995000  x   0.99993914  =   0.99988914
 MB2422!UTM  17      -   0.99995000  x   0.99960177  =   0.99955179
 MB2422
 MB2422:                Primary Azimuth Mark                     Grid Az
 MB2422:SPC OH N     -  72 283 1 P CO                            089 12 09.4
 MB2422:UTM  17      -  72 283 1 P CO                            090 11 17.0
 MB2422
 MB2422|---------------------------------------------------------------------|
 MB2422| PID    Reference Object                     Distance      Geod. Az  |
 MB2422|                                                           dddmmss.s |
 MB2422| MB2419 72 283 1 P CO                       APPROX. 0.9 KM 0900539.7 |
 MB2422| MB2426 72 293 1 P CO                       327.146 METERS 30330     |
 MB2422|---------------------------------------------------------------------|
 MB2422
 MB2422                          SUPERSEDED SURVEY CONTROL
 MB2422
 MB2422  NAD 83(1986)-  41 04 07.53203(N)    081 08 33.37369(W) AD(       ) 2
 MB2422  NAD 27      -  41 04 07.32596(N)    081 08 34.01766(W) AD(       ) 2
 MB2422  NGVD 29 (07/19/86)  352.5    (m)         1156.     (f) VERT ANG       
 MB2422
 MB2422.Superseded values are not recommended for survey control.
 MB2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2422.See file dsdata.txt to determine how the superseded data were derived.
 MB2422
 MB2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8801946400(NAD 83)
 MB2422_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2422+STABILITY: SURFACE MOTION
 MB2422
 MB2422  HISTORY     - Date     Condition        Report By
 MB2422  HISTORY     - 1977     MONUMENTED       OH-133
 MB2422
 MB2422                          STATION DESCRIPTION
 MB2422
 MB2422'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2422'THE STATION IS ABOUT 5-3/4 MILES SOUTHWEST OF ROOTSTOWN, 3-1/4
 MB2422'MILES NORTH OF ATWATER, 2-1/4 MILES SOUTH OF EDINBURG, AND ON
 MB2422'THE RIGHT-OF-WAY OFCLARK ROAD, TOWNSHIP HIGHWAY 121.
 MB2422'
 MB2422'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2422'AND 183 IN EDINBURG, GO SOUTH ON STATE ROUTE 183
 MB2422'FOR 1.85 MILES TO A CURVE IN THE ROAD AND AZIMUTH MARK 72 293 1
 MB2422'ON THE LEFT.  CONTINUE SOUTH FOR 0.1 MILE TO THE INTERSECTION
 MB2422'OF CLARK ROAD.  TURN LEFT AND GO EAST ON CLARK ROAD
 MB2422'FOR 0.2 MILE TO THE STATION ON THE RIGHT.  CONTINUE EAST ON
 MB2422'CLARK ROAD FOR 0.6 MILE TO A KNOLL AND AZIMUTH MARK
 MB2422'72 283 1 P CO ON THE LEFT.
 MB2422'
 MB2422'STATION MARKS, STAMPED---72-292-1 1977---, ARE PORTAGE COUNTY
 MB2422'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2422'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2422'SURFACE.  IT IS 103.5 FEET SOUTH OF THE SOUTHWEST CORNER OF
 MB2422'A HOUSE, ADDRESS NUMBER 6915, 65.0 FEET SOUTHEAST OF POWER POLE
 MB2422'NUMBER ED 1365, 43.5 FEET EAST OF POWER POLE NUMBER ED 869, AND
 MB2422'16.5 FEET SOUTH OF THE CENTERLINE OF CLARK ROAD.
 MB2422'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MB2422'OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2422'
 MB2422'AZIMUTH MARK 72 293 1 P CO, STAMPED---72-293-1 1977---, IS A
 MB2422'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2422'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2422'SURFACE.  IT IS 60.6 FEET EAST OF A 24-INCH MAPLE TREE, 48.7
 MB2422'FEET SOUTH OF POWER AND TELEPHONE POLE NUMBER 62/6A, AND 27.3
 MB2422'FEET EAST OF THE CENTERLINE OF STATE ROUTE 183.
 MB2422'
 MB2422'AZIMUTH MARK 72 283 1 P CO, STAMPED---72-283-1 1977---, IS A
 MB2422'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2422'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2422'SURFACE.  IT IS 90.0 FEET NORTHWEST OF A HOUSE, ADDRESS NUMBER
 MB2422'7236, 40.8 FEET NORTH OF POWER POLE NUMBER D 879, 35.8 FEET
 MB2422'NORTHWEST OF A 16-INCH MAPLE TREE, 26.4 FEET WEST OF
 MB2422'TELEPHONE AND POWER POLE NUMBER 9/13, 17.3 FEET NORTH OF THE
 MB2422'CENTERLINE OF CLARK ROAD, AND 9.0 FEET SOUTHWEST OF A 16-INCH
 MB2422'MAPLE TREE.
 MB2422'
 MB2422'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2422'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2422'
 MB2422'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2426 ***********************************************************************
 MB2426  DESIGNATION -  72 293 1 P CO
 MB2426  PID         -  MB2426
 MB2426  STATE/COUNTY-  OH/PORTAGE
 MB2426  USGS QUAD   -  ATWATER (1994)
 MB2426
 MB2426                         *CURRENT SURVEY CONTROL
 MB2426  ___________________________________________________________________
 MB2426* NAD 83(1995)-  41 04 13.37996(N)    081 08 45.05565(W)     ADJUSTED  
 MB2426* NAVD 88     -       351.     (meters)    1152.     (feet)  VERTCON   
 MB2426  ___________________________________________________________________
 MB2426  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 MB2426  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB2426
 MB2426  HORZ ORDER  -  SECOND
 MB2426
 MB2426.The horizontal coordinates were established by classical geodetic methods
 MB2426.and adjusted by the National Geodetic Survey in April 1998..
 MB2426
 MB2426.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2426
 MB2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2426
 MB2426.The geoid height was determined by GEOID03.
 MB2426
 MB2426;                    North         East     Units Scale Factor Converg.
 MB2426;SPC OH N     -   156,760.480   713,798.981   MT  0.99993914   +0 53 22.6
 MB2426;UTM  17      - 4,546,580.572   487,746.949   MT  0.99960185   -0 05 45.0
 MB2426
 MB2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2426!SPC OH N     -   0.99995024  x   0.99993914  =   0.99988938
 MB2426!UTM  17      -   0.99995024  x   0.99960185  =   0.99955211
 MB2426
 MB2426                          SUPERSEDED SURVEY CONTROL
 MB2426
 MB2426  NAD 83(1986)-  41 04 13.38581(N)    081 08 45.05822(W) AD(       ) 2
 MB2426  NAD 27      -  41 04 13.17980(N)    081 08 45.70182(W) AD(       ) 2
 MB2426  NGVD 29 (07/19/86)  351.     (m)         1152.     (f) VERT ANG       
 MB2426
 MB2426.Superseded values are not recommended for survey control.
 MB2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2426.See file dsdata.txt to determine how the superseded data were derived.
 MB2426
 MB2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8774746581(NAD 83)
 MB2426_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2426+STABILITY: SURFACE MOTION
 MB2426
 MB2426  HISTORY     - Date     Condition        Report By
 MB2426  HISTORY     - 1977     MONUMENTED       OH-133
 MB2426
 MB2426                          STATION DESCRIPTION
 MB2426
 MB2426'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2426'THE STATION IS ABOUT 5-3/4 MILES SOUTHWEST OF ROOTSTOWN, 3-1/4
 MB2426'MILES NORTH OF ATWATER, 2-1/4 MILES SOUTH OF EDINBURG, AND ON
 MB2426'THE RIGHT-OF-WAY OF CLARK ROAD, TOWNSHIP HIGHWAY 121.
 MB2426'
 MB2426'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2426'AND 183 IN EDINBURG, GO SOUTH ON STATE ROUTE 183
 MB2426'FOR 1.85 MILES TO A CURVE IN THE ROAD AND THE STATION
 MB2426'ON THE LEFT.
 MB2426'
 MB2426'STATION MARK, STAMPED---72-293-1 1977---, IS A PORTAGE COUNTY
 MB2426'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2426'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 60.6 FEET
 MB2426'EAST OF A 24-INCH MAPLE TREE, 48.7 FEET SOUTH OF POWER AND
 MB2426'TELEPHONE POLE NUMBER 62/6A, AND 27.3 FEET EAST OF THE
 MB2426'CENTERLINE OF STATE ROUTE 183.
 MB2426'
 MB2426'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2426'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2426'STATION 72 292 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2426'
 MB2426'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2447 ***********************************************************************
 MB2447  DESIGNATION -  72 314 1 P CO
 MB2447  PID         -  MB2447
 MB2447  STATE/COUNTY-  OH/PORTAGE
 MB2447  USGS QUAD   -  ATWATER (1994)
 MB2447
 MB2447                         *CURRENT SURVEY CONTROL
 MB2447  ___________________________________________________________________
 MB2447* NAD 83(1995)-  41 04 51.59353(N)    081 11 20.47528(W)     ADJUSTED  
 MB2447* NAVD 88     -       342.6    (meters)    1124.     (feet)  VERTCON   
 MB2447  ___________________________________________________________________
 MB2447  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 MB2447  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB2447
 MB2447  HORZ ORDER  -  SECOND
 MB2447
 MB2447.The horizontal coordinates were established by classical geodetic methods
 MB2447.and adjusted by the National Geodetic Survey in April 1998..
 MB2447
 MB2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2447
 MB2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2447
 MB2447.The geoid height was determined by GEOID03.
 MB2447
 MB2447;                    North         East     Units Scale Factor Converg.
 MB2447;SPC OH N     -   157,883.681   710,153.479   MT  0.99993917   +0 51 40.5
 MB2447;UTM  17      - 4,547,765.904   484,122.525   MT  0.99960310   -0 07 27.2
 MB2447
 MB2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2447!SPC OH N     -   0.99995152  x   0.99993917  =   0.99989069
 MB2447!UTM  17      -   0.99995152  x   0.99960310  =   0.99955464
 MB2447
 MB2447:                Primary Azimuth Mark                     Grid Az
 MB2447:SPC OH N     -  72 353 1 P CO                            090 11 07.0
 MB2447:UTM  17      -  72 353 1 P CO                            091 10 14.7
 MB2447
 MB2447|---------------------------------------------------------------------|
 MB2447| PID    Reference Object                     Distance      Geod. Az  |
 MB2447|                                                           dddmmss.s |
 MB2447| MB2445 72 353 1 P CO                       APPROX. 0.7 KM 0910247.5 |
 MB2447| MB2451 82 002 1 P CO                       425.785 METERS 2694549.7 |
 MB2447|---------------------------------------------------------------------|
 MB2447
 MB2447                          SUPERSEDED SURVEY CONTROL
 MB2447
 MB2447  NAD 83(1986)-  41 04 51.59960(N)    081 11 20.47799(W) AD(       ) 2
 MB2447  NAD 27      -  41 04 51.39392(N)    081 11 21.11532(W) AD(       ) 2
 MB2447  NGVD 29 (07/19/86)  342.8    (m)         1125.     (f) VERT ANG       
 MB2447
 MB2447.Superseded values are not recommended for survey control.
 MB2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2447.See file dsdata.txt to determine how the superseded data were derived.
 MB2447
 MB2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8412347766(NAD 83)
 MB2447_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2447+STABILITY: SURFACE MOTION
 MB2447
 MB2447  HISTORY     - Date     Condition        Report By
 MB2447  HISTORY     - 1977     MONUMENTED       OH-133
 MB2447
 MB2447                          STATION DESCRIPTION
 MB2447
 MB2447'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2447'THE STATION IS ABOUT 4-3/4 MILES NORTHWEST OF THE CENTER OF
 MB2447'ATWATER, 3 MILES SOUTHEAST OF ROOTSTOWN, 2-3/4 MILES
 MB2447'SOUTHWEST OF EDINBURG, AND ON THE RIGHT-OF-WAY OF TOWNSHIP
 MB2447'HIGHWAY 117, GIDDINGS ROAD.
 MB2447'
 MB2447'TO REACH THE STATION FROM EDINBURG AT THE INTERSECTION OF STATE
 MB2447'ROUTE 14 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO WEST ON
 MB2447'COUNTY HIGHWAY 18 FOR 1.15 MILES TO TOWNSHIP HIGHWAY 50, STROUP
 MB2447'ROAD.  TURN LEFT ON STROUP ROAD AND GO SOUTH FOR 1.2
 MB2447'MILES TO THE INTERSECTION OF GIDDINGS ROAD.
 MB2447'TURN RIGHT AND GO WEST ON GIDDINGS ROAD FOR 1.1 MILES TO THE
 MB2447'STATION ON THE RIGHT.
 MB2447'
 MB2447'STATION MARK, STAMPED---72-314-1 1977---, IS A PORTAGE COUNTY
 MB2447'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2447'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 67.0 FEET
 MB2447'SOUTHEAST OF TELEPHONE AND POWER POLE NUMBER 57/7, 49.0 FEET
 MB2447'NORTHWEST OF AN 18-INCH WILD CHERRY TREE, AND 9.1 FEET NORTH OF
 MB2447'THE CENTERLINE OF GIDDINGS ROAD.
 MB2447'
 MB2447'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2447'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2447'STATIONS 82 002 1 P CO AND 72 353 1 P CO CAN BE USED AS
 MB2447'AZIMUTH MARKS.
 MB2447'
 MB2447'DESCRIBED BY F.J. PINTERR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2450 ***********************************************************************
 MB2450  DESIGNATION -  72 325 1 P CO
 MB2450  PID         -  MB2450
 MB2450  STATE/COUNTY-  OH/PORTAGE
 MB2450  USGS QUAD   -  ATWATER (1994)
 MB2450
 MB2450                         *CURRENT SURVEY CONTROL
 MB2450  ___________________________________________________________________
 MB2450* NAD 83(1995)-  41 05 53.29760(N)    081 11 37.34026(W)     ADJUSTED  
 MB2450* NAVD 88     -       342.7    (meters)    1124.     (feet)  VERTCON   
 MB2450  ___________________________________________________________________
 MB2450  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MB2450  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB2450
 MB2450  HORZ ORDER  -  SECOND
 MB2450
 MB2450.The horizontal coordinates were established by classical geodetic methods
 MB2450.and adjusted by the National Geodetic Survey in April 1998..
 MB2450
 MB2450.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2450
 MB2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2450
 MB2450.The geoid height was determined by GEOID03.
 MB2450
 MB2450;                    North         East     Units Scale Factor Converg.
 MB2450;SPC OH N     -   159,780.941   709,731.373   MT  0.99993928   +0 51 29.4
 MB2450;UTM  17      - 4,549,669.504   483,733.243   MT  0.99960326   -0 07 38.4
 MB2450
 MB2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2450!SPC OH N     -   0.99995150  x   0.99993928  =   0.99989079
 MB2450!UTM  17      -   0.99995150  x   0.99960326  =   0.99955478
 MB2450
 MB2450:                Primary Azimuth Mark                     Grid Az
 MB2450:SPC OH N     -  82 002 1 P CO                            180 06 27.0
 MB2450:UTM  17      -  82 002 1 P CO                            181 05 34.8
 MB2450
 MB2450|---------------------------------------------------------------------|
 MB2450| PID    Reference Object                     Distance      Geod. Az  |
 MB2450|                                                           dddmmss.s |
 MB2450| MB2451 82 002 1 P CO                       APPROX. 1.9 KM 1805756.4 |
 MB2450| MB2458 82 004 1 P CO                       255.256 METERS 27515     |
 MB2450|---------------------------------------------------------------------|
 MB2450
 MB2450                          SUPERSEDED SURVEY CONTROL
 MB2450
 MB2450  NAD 83(1986)-  41 05 53.30371(N)    081 11 37.34286(W) AD(       ) 2
 MB2450  NAD 27      -  41 05 53.09844(N)    081 11 37.97955(W) AD(       ) 2
 MB2450  NGVD 29 (07/19/86)  342.9    (m)         1125.     (f) VERT ANG       
 MB2450
 MB2450.Superseded values are not recommended for survey control.
 MB2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2450.See file dsdata.txt to determine how the superseded data were derived.
 MB2450
 MB2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8373349670(NAD 83)
 MB2450_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2450+STABILITY: SURFACE MOTION
 MB2450
 MB2450  HISTORY     - Date     Condition        Report By
 MB2450  HISTORY     - 1977     MONUMENTED       OH-133
 MB2450
 MB2450                          STATION DESCRIPTION
 MB2450
 MB2450'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2450'THE STATION IS ABOUT 5 MILES SOUTHEAST OF RAVENNA, 2-1/2
 MB2450'MILES WEST OF EDINBURG, 2-1/2 MILES EAST OF ROOTSTOWN,
 MB2450'AND ON THE RIGHT-OF-WAY OF INDUSTRY ROAD, COUNTY HIGHWAY 47.
 MB2450'
 MB2450'TO REACH THE STATION FROM THE INTERSECTION OF TALLMADGE ROAD,
 MB2450'COUNTY HIGHWAY 18, AND STATE ROUTE 44 IN ROOTSTOWN, GO EAST ON
 MB2450'TALLMADGE ROAD FOR 2.5 MILES TO THE
 MB2450'STATION IN THE SOUTHEAST CORNER OF THE INTERSECTION OF INDUSTRY
 MB2450'ROAD.
 MB2450'
 MB2450'STATION MARK, STAMPED---72-325-1 1977---, IS A PORTAGE COUNTY
 MB2450'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2450'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 65.8 FEET
 MB2450'SOUTH-SOUTHWEST OF A 24-INCH MAPLE TREE, 58.0 FEET SOUTH OF
 MB2450'TELEPHONE AND POWER POLE NUMBER EE-53, 45.7 FEET NORTH OF
 MB2450'TELEPHONE AND POWER POLE NUMBER 82371, 43.2 FEET EAST-SOUTHEAST
 MB2450'OF TELEPHONE POLE NUMBER 5-30, AND 16.0 FEET EAST OF THE
 MB2450'CENTERLINE OF INDUSTRY ROAD.
 MB2450'
 MB2450'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2450'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2450'STATIONS 82 002 1 P CO AND 82 004 1 P CO CAN BE USED AS
 MB2450'AZIMUTH MARKS.
 MB2450'
 MB2450'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2434 ***********************************************************************
 MB2434  DESIGNATION -  72 345 1 P CO
 MB2434  PID         -  MB2434
 MB2434  STATE/COUNTY-  OH/PORTAGE
 MB2434  USGS QUAD   -  ATWATER (1994)
 MB2434
 MB2434                         *CURRENT SURVEY CONTROL
 MB2434  ___________________________________________________________________
 MB2434* NAD 83(1995)-  41 04 51.44447(N)    081 10 11.70113(W)     ADJUSTED  
 MB2434* NAVD 88     -       357.     (meters)    1171.     (feet)  VERTCON   
 MB2434  ___________________________________________________________________
 MB2434  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 MB2434  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB2434
 MB2434  HORZ ORDER  -  SECOND
 MB2434
 MB2434.The horizontal coordinates were established by classical geodetic methods
 MB2434.and adjusted by the National Geodetic Survey in April 1998..
 MB2434
 MB2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2434
 MB2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2434
 MB2434.The geoid height was determined by GEOID03.
 MB2434
 MB2434;                    North         East     Units Scale Factor Converg.
 MB2434;SPC OH N     -   157,903.388   711,758.611   MT  0.99993917   +0 52 25.7
 MB2434;UTM  17      - 4,547,758.005   485,727.218   MT  0.99960251   -0 06 42.0
 MB2434
 MB2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2434!SPC OH N     -   0.99994929  x   0.99993917  =   0.99988847
 MB2434!UTM  17      -   0.99994929  x   0.99960251  =   0.99955182
 MB2434
 MB2434                          SUPERSEDED SURVEY CONTROL
 MB2434
 MB2434  NAD 83(1986)-  41 04 51.45044(N)    081 10 11.70382(W) AD(       ) 2
 MB2434  NAD 27      -  41 04 51.24483(N)    081 10 12.34349(W) AD(       ) 2
 MB2434  NGVD 29 (07/19/86)  357.     (m)         1171.     (f) VERT ANG       
 MB2434
 MB2434.Superseded values are not recommended for survey control.
 MB2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2434.See file dsdata.txt to determine how the superseded data were derived.
 MB2434
 MB2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8572747758(NAD 83)
 MB2434_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2434+STABILITY: SURFACE MOTION
 MB2434
 MB2434  HISTORY     - Date     Condition        Report By
 MB2434  HISTORY     - 1977     MONUMENTED       OH-133
 MB2434
 MB2434                          STATION DESCRIPTION
 MB2434
 MB2434'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2434'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF
 MB2434'ATWATER, 3-1/2 MILES SOUTHEAST OF ROOTSTOWN, 2-1/4 MILES
 MB2434'SOUTHWEST OF EDINBURG, AND ON THE RIGHT-OF-WAY OF TOWNSHIP
 MB2434'HIGHWAY 117, GIDDINGS ROAD.
 MB2434'
 MB2434'TO REACH THE STATION FROM EDINBURG AT THE INTERSECTION OF STATE
 MB2434'ROUTE 14 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO WEST ON
 MB2434'COUNTY HIGHWAY 18 FOR 1.15 MILES TO TOWNSHIP HIGHWAY 50, STROUP
 MB2434'ROAD.  TURN LEFT ON STROUP ROAD AND GO SOUTH FOR 1.2
 MB2434'MILES TO THE INTERSECTION OF GIDDINGS ROAD
 MB2434'AND THE STATION IN THE
 MB2434'NORTHEAST CORNER OF THE INTERSECTION.
 MB2434'
 MB2434'STATION MARK, STAMPED---71-345-1 1977---, IS A PORTAGE COUNTY
 MB2434'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2434'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 31.0 FEET
 MB2434'EAST OF THE CENTERLINE OF TOWNSHIP HIGHWAY 50, 23.0 FEET NORTH
 MB2434'OF THE CENTER OF TOWNSHIP HIGHWAY 117, AND 8.3 FEET SOUTHEAST OF
 MB2434'TELEPHONE AND POWER POLE NUMBER 3350.
 MB2434'
 MB2434'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT
 MB2434'OF LIGHT ABOVE STATION MARK WAS 2.1 METERS.
 MB2434'STATION 72 353 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2434'
 MB2434'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2445 ***********************************************************************
 MB2445  DESIGNATION -  72 353 1 P CO
 MB2445  PID         -  MB2445
 MB2445  STATE/COUNTY-  OH/PORTAGE
 MB2445  USGS QUAD   -  ATWATER (1994)
 MB2445
 MB2445                         *CURRENT SURVEY CONTROL
 MB2445  ___________________________________________________________________
 MB2445* NAD 83(1995)-  41 04 51.20608(N)    081 10 52.51276(W)     ADJUSTED  
 MB2445* NAVD 88     -       353.9    (meters)    1161.     (feet)  VERTCON   
 MB2445  ___________________________________________________________________
 MB2445  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 MB2445  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MB2445
 MB2445  HORZ ORDER  -  SECOND
 MB2445
 MB2445.The horizontal coordinates were established by classical geodetic methods
 MB2445.and adjusted by the National Geodetic Survey in April 1998..
 MB2445
 MB2445.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2445
 MB2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2445
 MB2445.The geoid height was determined by GEOID03.
 MB2445
 MB2445;                    North         East     Units Scale Factor Converg.
 MB2445;SPC OH N     -   157,881.570   710,806.254   MT  0.99993917   +0 51 58.9
 MB2445;UTM  17      - 4,547,752.571   484,774.948   MT  0.99960285   -0 07 08.8
 MB2445
 MB2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2445!SPC OH N     -   0.99994975  x   0.99993917  =   0.99988892
 MB2445!UTM  17      -   0.99994975  x   0.99960285  =   0.99955262
 MB2445
 MB2445:                Primary Azimuth Mark                     Grid Az
 MB2445:SPC OH N     -  72 345 1 P CO                            088 41 15.4
 MB2445:UTM  17      -  72 345 1 P CO                            089 40 23.1
 MB2445
 MB2445|---------------------------------------------------------------------|
 MB2445| PID    Reference Object                     Distance      Geod. Az  |
 MB2445|                                                           dddmmss.s |
 MB2445| MB2434 72 345 1 P CO                       APPROX. 1.0 KM 0893314.3 |
 MB2445|---------------------------------------------------------------------|
 MB2445
 MB2445                          SUPERSEDED SURVEY CONTROL
 MB2445
 MB2445  NAD 83(1986)-  41 04 51.21210(N)    081 10 52.51546(W) AD(       ) 2
 MB2445  NAD 27      -  41 04 51.00645(N)    081 10 53.15381(W) AD(       ) 2
 MB2445  NGVD 29 (07/19/86)  354.1    (m)         1162.     (f) VERT ANG       
 MB2445
 MB2445.Superseded values are not recommended for survey control.
 MB2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2445.See file dsdata.txt to determine how the superseded data were derived.
 MB2445
 MB2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8477547753(NAD 83)
 MB2445_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2445+STABILITY: SURFACE MOTION
 MB2445
 MB2445  HISTORY     - Date     Condition        Report By
 MB2445  HISTORY     - 1977     MONUMENTED       OH-133
 MB2445
 MB2445                          STATION DESCRIPTION
 MB2445
 MB2445'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2445'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF
 MB2445'ATWATER, 3-1/2 MILES SOUTHEAST OF ROOTSTOWN, 2-1/4 MILES
 MB2445'SOUTHWEST OF EDINBURG, AND ON THE RIGHT-OF-WAY OF TOWNSHIP
 MB2445'HIGHWAY 117, GIDDINGS ROAD.
 MB2445'
 MB2445'TO REACH THE STATION FROM EDINBURG AT THE INTERSECTION OF STATE
 MB2445'ROUTE 14 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO WEST ON
 MB2445'COUNTY HIGHWAY 18 FOR 1.15 MILES TO
 MB2445'THE INTERSECTION OF TOWNSHIP HIGHWAY 50, STROUP
 MB2445'ROAD.  TURN LEFT ON STROUP ROAD AND GO SOUTH FOR 1.2
 MB2445'MILES TO THE INTERSECTION OF GIDDINGS ROAD,
 MB2445'AND AZIMUTH MARK 72 345 1 P CO LOCATED IN THE
 MB2445'NORTHEAST CORNER OF THE INTERSECTION.  TURN RIGHT AND GO WEST
 MB2445'ON GIDDINGS ROAD FOR 0.6 MILES TO THE STATION ON THE LEFT.
 MB2445'
 MB2445'STATION MARKS, STAMPED---72-353-1 1977---, ARE PORTAGE COUNTY
 MB2445'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2445'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2445'SURFACE.  IT IS 55.7 FEET SOUTH OF A MULTI-TRUNKED, 6-INCH MAPLE
 MB2445'TREE, 45.8 FEET SOUTHEAST OF POWER AND TELEPHONE POLE NUMBER
 MB2445'57/16, 18.2 FEET SOUTH OF THE CENTERLINE OF GIDDINGS ROAD,
 MB2445'AND SOUTH OF A HOUSE, ADDRESS NUMBER
 MB2445'5883.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MB2445'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2445'
 MB2445'AZIMUTH MARK 71 345 1 P CO, STAMPED---71-345-1 1977---, IS A
 MB2445'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2445'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2445'SURFACE.  IT IS 31.0 FEET EAST OF THE CENTERLINE OF TOWNSHIP
 MB2445'HIGHWAY 50, 23.0 FEET NORTH OF THE CENTER OF TOWNSHIP HIGHWAY
 MB2445'117, AND 8.3 FEET SOUTHEAST OF TELEPHONE AND POWER POLE NUMBER
 MB2445'3350.
 MB2445'
 MB2445'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2445'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2445'STATION 72 314 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2445'
 MB2445'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2443 ***********************************************************************
 MB2443  DESIGNATION -  72 382 1 P CO
 MB2443  PID         -  MB2443
 MB2443  STATE/COUNTY-  OH/PORTAGE
 MB2443  USGS QUAD   -  ATWATER (1994)
 MB2443
 MB2443                         *CURRENT SURVEY CONTROL
 MB2443  ___________________________________________________________________
 MB2443* NAD 83(1995)-  41 03 47.44206(N)    081 10 39.55488(W)     ADJUSTED  
 MB2443* NAVD 88     -       361.1    (meters)    1185.     (feet)  VERTCON   
 MB2443  ___________________________________________________________________
 MB2443  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 MB2443  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB2443
 MB2443  HORZ ORDER  -  SECOND
 MB2443
 MB2443.The horizontal coordinates were established by classical geodetic methods
 MB2443.and adjusted by the National Geodetic Survey in April 1998..
 MB2443
 MB2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2443
 MB2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2443
 MB2443.The geoid height was determined by GEOID03.
 MB2443
 MB2443;                    North         East     Units Scale Factor Converg.
 MB2443;SPC OH N     -   155,919.458   711,138.489   MT  0.99993914   +0 52 07.4
 MB2443;UTM  17      - 4,545,785.698   485,073.288   MT  0.99960274   -0 07 00.1
 MB2443
 MB2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2443!SPC OH N     -   0.99994862  x   0.99993914  =   0.99988776
 MB2443!UTM  17      -   0.99994862  x   0.99960274  =   0.99955138
 MB2443
 MB2443:                Primary Azimuth Mark                     Grid Az
 MB2443:SPC OH N     -  71 126 1 P CO                            120 10 33.4
 MB2443:UTM  17      -  71 126 1 P CO                            121 09 40.9
 MB2443
 MB2443|---------------------------------------------------------------------|
 MB2443| PID    Reference Object                     Distance      Geod. Az  |
 MB2443|                                                           dddmmss.s |
 MB2443| MB2436 71 126 1 P CO                       APPROX. 0.6 KM 1210240.8 |
 MB2443|---------------------------------------------------------------------|
 MB2443
 MB2443                          SUPERSEDED SURVEY CONTROL
 MB2443
 MB2443  NAD 83(1986)-  41 03 47.44796(N)    081 10 39.55770(W) AD(       ) 2
 MB2443  NAD 27      -  41 03 47.24200(N)    081 10 40.19635(W) AD(       ) 2
 MB2443  NGVD 29 (07/19/86)  361.3    (m)         1185.     (f) VERT ANG       
 MB2443
 MB2443.Superseded values are not recommended for survey control.
 MB2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2443.See file dsdata.txt to determine how the superseded data were derived.
 MB2443
 MB2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8507345786(NAD 83)
 MB2443_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2443+STABILITY: SURFACE MOTION
 MB2443
 MB2443  HISTORY     - Date     Condition        Report By
 MB2443  HISTORY     - 1977     MONUMENTED       OH-133
 MB2443
 MB2443                          STATION DESCRIPTION
 MB2443
 MB2443'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2443'THE STATION IS ABOUT 4 MILES SOUTHEAST OF ROOTSTOWN, 3-1/2
 MB2443'MILES NORTHWEST OF THE CENTER OF ATWATER, 3-1/4 MILES SOUTHWEST
 MB2443'OF EDINBURG, AND ON THE RIGHT-OF-WAY OF WILKES ROAD,
 MB2443'COUNTY HIGHWAY 116.
 MB2443'
 MB2443'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14
 MB2443'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN
 MB2443'EDINBURG, GO WEST ON COUNTY HIGHWAY 18 FOR 1.15 MILES TO THE
 MB2443'INTERSECTION OF TOWNSHIP HIGHWAY 50, STROUP ROAD.  GO LEFT ON
 MB2443'TOWNSHIP HIGHWAY 50 AND GO SOUTH AND WEST FOR 2.45 MILES TO
 MB2443'THE INTERSECTION OF WILKES ROAD.  CONTINUE
 MB2443'WEST ON WILKES ROAD FOR 0.4 MILE TO
 MB2443'THE STATION ON THE RIGHT.
 MB2443'
 MB2443'STATION MARKS, STAMPED---72-382-1 1977---, ARE PORTAGE COUNTY
 MB2443'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2443'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2443'SURFACE.  IT IS 40.7 FEET NORTHWEST OF THE MOST WESTERLY
 MB2443'24-INCH MAPLE TREE, 19.2 FEET EAST OF TELEPHONE AND POWER
 MB2443'POLE NUMBER 29/88, AND 18.5 FEET NORTH OF THE CENTERLINE OF
 MB2443'COUNTY HIGHWAY 116.  THE UNDERGROUND DISK IS SET IN AN
 MB2443'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2443'SURFACE.
 MB2443'
 MB2443'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2443'LIGHT ABOVE STATION MARK WAS 3.1 METERS
 MB2443'STATIONS 71 127 2 P CO AND 71 126 1 P CO CAN BE USED AS AZIMUTH
 MB2443'MARKS.
 MB2443'
 MB2443'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2515 ***********************************************************************
 MB2515  DESIGNATION -  72 401 1 P CO
 MB2515  PID         -  MB2515
 MB2515  STATE/COUNTY-  OH/PORTAGE
 MB2515  USGS QUAD   -  RAVENNA (1994)
 MB2515
 MB2515                         *CURRENT SURVEY CONTROL
 MB2515  ___________________________________________________________________
 MB2515* NAD 83(1995)-  41 08 02.98260(N)    081 11 35.60815(W)     ADJUSTED  
 MB2515* NAVD 88     -       304.0    (meters)     997.     (feet)  VERTCON   
 MB2515  ___________________________________________________________________
 MB2515  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MB2515  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2515
 MB2515  HORZ ORDER  -  SECOND
 MB2515
 MB2515.The horizontal coordinates were established by classical geodetic methods
 MB2515.and adjusted by the National Geodetic Survey in April 1998..
 MB2515
 MB2515.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2515
 MB2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2515
 MB2515.The geoid height was determined by GEOID03.
 MB2515
 MB2515;                    North         East     Units Scale Factor Converg.
 MB2515;SPC OH N     -   163,781.499   709,711.850   MT  0.99993981   +0 51 30.6
 MB2515;UTM  17      - 4,553,668.461   483,782.517   MT  0.99960324   -0 07 37.6
 MB2515
 MB2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2515!SPC OH N     -   0.99995758  x   0.99993981  =   0.99989739
 MB2515!UTM  17      -   0.99995758  x   0.99960324  =   0.99956084
 MB2515
 MB2515                          SUPERSEDED SURVEY CONTROL
 MB2515
 MB2515  NAD 83(1986)-  41 08 02.98904(N)    081 11 35.61009(W) AD(       ) 2
 MB2515  NAD 27      -  41 08 02.78434(N)    081 11 36.24808(W) AD(       ) 2
 MB2515  NGVD 29 (07/19/86)  304.2    (m)          998.     (f) VERT ANG       
 MB2515
 MB2515.Superseded values are not recommended for survey control.
 MB2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2515.See file dsdata.txt to determine how the superseded data were derived.
 MB2515
 MB2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8378353668(NAD 83)
 MB2515_MARKER: Z = SEE DESCRIPTION
 MB2515_SETTING: 0 = UNSPECIFIED SETTING
 MB2515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2515
 MB2515  HISTORY     - Date     Condition        Report By
 MB2515  HISTORY     - 1977     MONUMENTED       OH-133
 MB2515
 MB2515                          STATION DESCRIPTION
 MB2515
 MB2515'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2515'THE STATION IS ABOUT 3-3/4 MILES NORTHWEST OF EDINBURG, 3-1/2
 MB2515'MILES NORTHEAST OF ROOTSTOWN, 3-1/4 MILES SOUTHWEST OF
 MB2515'CHARLESTOWN, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 14.
 MB2515'
 MB2515'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2515'AND 14 JUST EAST OF RAVENNA, GO SOUTHEAST ON STATE ROUTE 14
 MB2515'FOR 2.1 MILES TO THE INTERSECTION OF INDUSTRY ROAD, COUNTY
 MB2515'HIGHWAY 47.
 MB2515'CONTINUE SOUTHEAST ON STATE ROUTE 14 FOR 154.4 FEET TO THE
 MB2515'STATION JUST LEFT OF THE CENTERLINE.
 MB2515'
 MB2515'STATION MARK, STAMPED---STATE OF OHIO DEPARTMENT OF SURVEY---,
 MB2515'IS A 1-INCH BRASS DISK, CENTER PUNCHED, AND ATTACHED TO A
 MB2515'1/2-INCH IRON ROD 6 INCHES BELOW THE ROAD SURFACE AND ENCASED
 MB2515'IN AN 8-INCH SQUARE STATE OF OHIO MONUMENT BOX WITH METAL LID
 MB2515'THAT IS FLUSH WITH THE ROAD SURFACE.
 MB2515'IT IS 58.7 FEET EAST OF A P.K. NAIL
 MB2515'IN THE TOP OF A GUARDRAIL POST, 57.1 FEET NORTHWEST OF A P.K.
 MB2515'NAIL IN THE TOP OF A GUARDRAIL POST, 37.6 FEET SOUTHEAST OF
 MB2515'A P.K. NAIL IN THE TOP OF A GUARDRAIL POST, AND JUST EAST
 MB2515'OF THE CENTERLINE OF STATE ROUTE 14.
 MB2515'
 MB2515'HEIGHT OF
 MB2515'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2515'
 MB2515'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2514 ***********************************************************************
 MB2514  DESIGNATION -  72 401 2 P CO
 MB2514  PID         -  MB2514
 MB2514  STATE/COUNTY-  OH/PORTAGE
 MB2514  USGS QUAD   -  RAVENNA (1994)
 MB2514
 MB2514                         *CURRENT SURVEY CONTROL
 MB2514  ___________________________________________________________________
 MB2514* NAD 83(1995)-  41 08 02.48616(N)    081 11 33.64472(W)     ADJUSTED  
 MB2514* NAVD 88     -       304.     (meters)     997.     (feet)  VERTCON   
 MB2514  ___________________________________________________________________
 MB2514  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MB2514  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2514
 MB2514  HORZ ORDER  -  SECOND
 MB2514
 MB2514.The horizontal coordinates were established by classical geodetic methods
 MB2514.and adjusted by the National Geodetic Survey in April 1998..
 MB2514
 MB2514.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2514
 MB2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2514
 MB2514.The geoid height was determined by GEOID03.
 MB2514
 MB2514;                    North         East     Units Scale Factor Converg.
 MB2514;SPC OH N     -   163,766.874   709,757.865   MT  0.99993981   +0 51 31.8
 MB2514;UTM  17      - 4,553,653.051   483,828.258   MT  0.99960322   -0 07 36.3
 MB2514
 MB2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2514!SPC OH N     -   0.99995761  x   0.99993981  =   0.99989742
 MB2514!UTM  17      -   0.99995761  x   0.99960322  =   0.99956085
 MB2514
 MB2514                          SUPERSEDED SURVEY CONTROL
 MB2514
 MB2514  NAD 83(1986)-  41 08 02.49260(N)    081 11 33.64667(W) AD(       ) 2
 MB2514  NAD 27      -  41 08 02.28790(N)    081 11 34.28472(W) AD(       ) 2
 MB2514  NGVD 29 (07/19/86)  304.     (m)          997.     (f) VERT ANG       
 MB2514
 MB2514.Superseded values are not recommended for survey control.
 MB2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2514.See file dsdata.txt to determine how the superseded data were derived.
 MB2514
 MB2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8382853653(NAD 83)
 MB2514_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2514+STABILITY: SURFACE MOTION
 MB2514
 MB2514  HISTORY     - Date     Condition        Report By
 MB2514  HISTORY     - 1977     MONUMENTED       OH-133
 MB2514
 MB2514                          STATION DESCRIPTION
 MB2514
 MB2514'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2514'THE STATION IS ABOUT 3-3/4 MILES NORTHWEST OF EDINBURG, 3-1/2
 MB2514'MILES NORTHEAST OF ROOTSTOWN, 3-1/4 MILES SOUTHWEST OF
 MB2514'CHARLESTOWN, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 14.
 MB2514'
 MB2514'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2514'AND 14 JUST EAST OF RAVENNA, GO SOUTHEAST ON STATE ROUTE 14
 MB2514'FOR 2.1 MILES TO THE INTERSECTION OF INDUSTRY ROAD.  CONTINUE
 MB2514'SOUTHEAST ON STATE ROUTE 14 FOR 279.4 FEET TO THE STATION IN
 MB2514'THE CENTERLINE OF STATE ROUTE 14.
 MB2514'
 MB2514'STATION MARK, STAMPED---STATE OF OHIO DEPARTMENT OF SURVEY---,
 MB2514'IS A 1-INCH BRASS DISK, CENTER PUNCHED, AND ATTACHED TO A
 MB2514'1/2-INCH IRON ROD 6 INCHES BELOW THE ROAD SURFACE AND ENCASED
 MB2514'IN AN 8-INCH SQUARE STATE OF OHIO MONUMENT BOX WITH METAL LID
 MB2514'THAT IS FLUSH WITH THE ROAD
 MB2514'SURFACE.  IT IS 36.5 FEET EAST OF POWER POLE NUMBER ED 1422,
 MB2514'25.5 FEET SOUTHWEST OF A P.K. NAIL IN THE TOP OF A
 MB2514'GUARDRAIL POST, 24.1 FEET SOUTH OF A P.K. NAIL IN THE TOP
 MB2514'OF A GUARDRAIL POST, AND 22.8 FEET NORTH OF A P.K. NAIL IN
 MB2514'THE TOP OF A GUARDRAIL POST.
 MB2514'
 MB2514'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2514'
 MB2514'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2449 ***********************************************************************
 MB2449  DESIGNATION -  72 402 1 P CO
 MB2449  PID         -  MB2449
 MB2449  STATE/COUNTY-  OH/PORTAGE
 MB2449  USGS QUAD   -  ATWATER (1994)
 MB2449
 MB2449                         *CURRENT SURVEY CONTROL
 MB2449  ___________________________________________________________________
 MB2449* NAD 83(1995)-  41 07 28.32721(N)    081 11 35.64240(W)     ADJUSTED  
 MB2449* NAVD 88     -       324.     (meters)    1063.     (feet)  VERTCON   
 MB2449  ___________________________________________________________________
 MB2449  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 MB2449  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MB2449
 MB2449  HORZ ORDER  -  SECOND
 MB2449
 MB2449.The horizontal coordinates were established by classical geodetic methods
 MB2449.and adjusted by the National Geodetic Survey in April 1998..
 MB2449
 MB2449.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2449
 MB2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2449
 MB2449.The geoid height was determined by GEOID03.
 MB2449
 MB2449;                    North         East     Units Scale Factor Converg.
 MB2449;SPC OH N     -   162,712.588   709,727.068   MT  0.99993963   +0 51 30.5
 MB2449;UTM  17      - 4,552,599.805   483,779.347   MT  0.99960324   -0 07 37.5
 MB2449
 MB2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2449!SPC OH N     -   0.99995447  x   0.99993963  =   0.99989411
 MB2449!UTM  17      -   0.99995447  x   0.99960324  =   0.99955773
 MB2449
 MB2449                          SUPERSEDED SURVEY CONTROL
 MB2449
 MB2449  NAD 83(1986)-  41 07 28.33359(N)    081 11 35.64457(W) AD(       ) 2
 MB2449  NAD 27      -  41 07 28.12867(N)    081 11 36.28191(W) AD(       ) 2
 MB2449  NGVD 29 (07/19/86)  324.     (m)         1063.     (f) VERT ANG       
 MB2449
 MB2449.Superseded values are not recommended for survey control.
 MB2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2449.See file dsdata.txt to determine how the superseded data were derived.
 MB2449
 MB2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8377952600(NAD 83)
 MB2449_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2449+STABILITY: SURFACE MOTION
 MB2449
 MB2449  HISTORY     - Date     Condition        Report By
 MB2449  HISTORY     - 1977     MONUMENTED       OH-133
 MB2449
 MB2449                          STATION DESCRIPTION
 MB2449
 MB2449'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2449'THE STATION IS ABOUT 3-1/4 MILES NORTHEAST OF ROOTSTOWN, 3-1/2
 MB2449'MILES SOUTHWEST OF CHARLESTOWN, 3 MILES SOUTHEAST OF RAVENNA,
 MB2449'AND ON THE RIGHT-OF-WAY OF INDUSTRY ROAD, TOWNSHIP HIGHWAY
 MB2449'47.
 MB2449'
 MB2449'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2449'AND 14 JUST EAST OF RAVENNA, GO SOUTHEAST ON STATE ROUTE 14
 MB2449'FOR 2.1 MILES TO THE INTERSECTION OF INDUSTRY ROAD.
 MB2449'TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO THE
 MB2449'Y-INTERSECTION OF CAMPBELLSPORT ROAD, TOWNSHIP HIGHWAY 111.
 MB2449'BEAR LEFT AND CONTINUE SOUTH ON INDUSTRY ROAD FOR 0.5 MILE TO
 MB2449'THE STATION ON THE LEFT.
 MB2449'
 MB2449'STATION MARK, STAMPED---72-402-1 1977---, IS A
 MB2449'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2449'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2449'SURFACE.  IT IS 82.8 FEET SOUTHEAST OF TELEPHONE AND POWER POLE
 MB2449'NUMBER 111289, 58.3 FEET WEST OF THE SOUTHWEST CORNER OF A WOOD
 MB2449'FRAME HOUSE, 19.0 FEET EAST OF THE CENTERLINE OF INDUSTRY ROAD,
 MB2449'AND 17.4 FEET SOUTHWEST OF A 16-INCH MAPLE
 MB2449'TREE.
 MB2449'
 MB2449'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2449'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2449'STATION 82 006 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2449'
 MB2449'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2442 ***********************************************************************
 MB2442  DESIGNATION -  72 409 1 P CO
 MB2442  PID         -  MB2442
 MB2442  STATE/COUNTY-  OH/PORTAGE
 MB2442  USGS QUAD   -  ATWATER (1994)
 MB2442
 MB2442                         *CURRENT SURVEY CONTROL
 MB2442  ___________________________________________________________________
 MB2442* NAD 83(1995)-  41 07 15.13569(N)    081 10 34.88352(W)     ADJUSTED  
 MB2442* NAVD 88     -       348.     (meters)    1142.     (feet)  VERTCON   
 MB2442  ___________________________________________________________________
 MB2442  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 MB2442  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2442
 MB2442  HORZ ORDER  -  SECOND
 MB2442
 MB2442.The horizontal coordinates were established by classical geodetic methods
 MB2442.and adjusted by the National Geodetic Survey in April 1998..
 MB2442
 MB2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2442
 MB2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2442
 MB2442.The geoid height was determined by GEOID03.
 MB2442
 MB2442;                    North         East     Units Scale Factor Converg.
 MB2442;SPC OH N     -   162,327.085   711,150.309   MT  0.99993957   +0 52 10.4
 MB2442;UTM  17      - 4,552,190.018   485,195.271   MT  0.99960270   -0 06 57.5
 MB2442
 MB2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2442!SPC OH N     -   0.99995071  x   0.99993957  =   0.99989028
 MB2442!UTM  17      -   0.99995071  x   0.99960270  =   0.99955343
 MB2442
 MB2442                          SUPERSEDED SURVEY CONTROL
 MB2442
 MB2442  NAD 83(1986)-  41 07 15.14202(N)    081 10 34.88536(W) AD(       ) 2
 MB2442  NAD 27      -  41 07 14.93740(N)    081 10 35.52627(W) AD(       ) 2
 MB2442  NGVD 29 (07/19/86)  348.     (m)         1142.     (f) VERT ANG       
 MB2442
 MB2442.Superseded values are not recommended for survey control.
 MB2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2442.See file dsdata.txt to determine how the superseded data were derived.
 MB2442
 MB2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8519552190(NAD 83)
 MB2442_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2442+STABILITY: SURFACE MOTION
 MB2442
 MB2442  HISTORY     - Date     Condition        Report By
 MB2442  HISTORY     - 1977     MONUMENTED       OH-133
 MB2442
 MB2442                          STATION DESCRIPTION
 MB2442
 MB2442'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2442'THE STATION IS ABOUT 3-3/4 MILES NORTHEAST OF ROOTSTOWN,
 MB2442'3-1/2 MILES SOUTHWEST OF CHARLESTOWN, 2-1/4 MILES
 MB2442'NORTHWEST OF EDINBURG, AND ON THE RIGHT-OF-WAY OF STATE ROUTE
 MB2442'14.
 MB2442'
 MB2442'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14
 MB2442'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN EDINBURG, GO
 MB2442'NORTHWEST ON STATE ROUTE 14 FOR 2.05 MILES TO THE STATION ON
 MB2442'THE LEFT.
 MB2442'
 MB2442'STATION MARK, STAMPED---72-409-1 1977---, IS A PORTAGE COUNTY
 MB2442'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2442'POST THAT IS FLUSH WITH THE ROAD SURFACE.  IT IS 73.0 FEET
 MB2442'WEST OF TELEPHONE AND POWER POLE NUMBER 9/81, 44.6 FEET EAST
 MB2442'OF A GUY POLE, 19.5 FEET NORTH OF A REFLECTOR POST, AND 19.2
 MB2442'FEET WEST OF THE CENTERLINE OF STATE ROUTE 14.
 MB2442'
 MB2442'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2442'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2442'STATION 72 413 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2442'
 MB2442'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2506 ***********************************************************************
 MB2506  DESIGNATION -  72 410 1 P CO
 MB2506  PID         -  MB2506
 MB2506  STATE/COUNTY-  OH/PORTAGE
 MB2506  USGS QUAD   -  RAVENNA (1994)
 MB2506
 MB2506                         *CURRENT SURVEY CONTROL
 MB2506  ___________________________________________________________________
 MB2506* NAD 83(1995)-  41 08 02.65594(N)    081 10 37.76395(W)     ADJUSTED  
 MB2506* NAVD 88     -       311.     (meters)    1020.     (feet)  VERTCON   
 MB2506  ___________________________________________________________________
 MB2506  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 MB2506  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB2506
 MB2506  HORZ ORDER  -  SECOND
 MB2506
 MB2506.The horizontal coordinates were established by classical geodetic methods
 MB2506.and adjusted by the National Geodetic Survey in April 1998..
 MB2506
 MB2506.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2506
 MB2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2506
 MB2506.The geoid height was determined by GEOID03.
 MB2506
 MB2506;                    North         East     Units Scale Factor Converg.
 MB2506;SPC OH N     -   163,791.761   711,060.893   MT  0.99993981   +0 52 08.6
 MB2506;UTM  17      - 4,553,655.520   485,131.083   MT  0.99960272   -0 06 59.5
 MB2506
 MB2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2506!SPC OH N     -   0.99995652  x   0.99993981  =   0.99989633
 MB2506!UTM  17      -   0.99995652  x   0.99960272  =   0.99955925
 MB2506
 MB2506                          SUPERSEDED SURVEY CONTROL
 MB2506
 MB2506  NAD 83(1986)-  41 08 02.66228(N)    081 10 37.76589(W) AD(       ) 2
 MB2506  NAD 27      -  41 08 02.45781(N)    081 10 38.40575(W) AD(       ) 2
 MB2506  NGVD 29 (07/19/86)  311.     (m)         1020.     (f) VERT ANG       
 MB2506
 MB2506.Superseded values are not recommended for survey control.
 MB2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2506.See file dsdata.txt to determine how the superseded data were derived.
 MB2506
 MB2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8513153656(NAD 83)
 MB2506_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2506+STABILITY: SURFACE MOTION
 MB2506
 MB2506  HISTORY     - Date     Condition        Report By
 MB2506  HISTORY     - 1977     MONUMENTED       OH-133
 MB2506
 MB2506                          STATION DESCRIPTION
 MB2506
 MB2506'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2506'THE STATION IS ABOUT 3-3/4 MILES NORTHWEST OF EDINBURG, 3-1/2
 MB2506'MILES EAST-SOUTHEAST OF RAVENNA, 2-1/4 MILES SOUTHWEST OF
 MB2506'CHARLESTOWN, AND ON THE RIGHT-OF-WAY OF KNAPP ROAD, TOWNSHIP
 MB2506'HIGHWAY 169.
 MB2506'
 MB2506'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2506'AND 14 JUST EAST OF RAVENNA, GO SOUTHEAST ON STATE ROUTE 14
 MB2506'FOR 2.15 MILES TO THE INTERSECTION OF KNAPP ROAD.  CONTINUE
 MB2506'SOUTHEAST ON STATE ROUTE 14 FOR 0.25 MILE TO THE INTERSECTION
 MB2506'OF CABLE LINE ROAD, COUNTY HIGHWAY 120.  TURN LEFT ON CABLE LINE
 MB2506'ROAD AND GO EAST-NORTHEAST FOR 0.85 MILE TO THE STATION ON THE
 MB2506'RIGHT.
 MB2506'
 MB2506'STATION MARK, STAMPED---72-410-1 1977---, IS A PORTAGE COUNTY
 MB2506'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2506'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 59.3 FEET
 MB2506'EAST OF THE CENTERLINE OF A GRAVEL DRIVEWAY TO A GAS WELL, 24.7
 MB2506'FEET WEST OF A 1-INCH IRON PIPE, AND 20.7 FEET SOUTH OF THE
 MB2506'CENTERLINE OF CABLE LINE ROAD.
 MB2506'
 MB2506'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2506'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2506'STATION 73 018 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2506'
 MB2506'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2441 ***********************************************************************
 MB2441  DESIGNATION -  72 413 1 P CO
 MB2441  PID         -  MB2441
 MB2441  STATE/COUNTY-  OH/PORTAGE
 MB2441  USGS QUAD   -  ATWATER (1994)
 MB2441
 MB2441                         *CURRENT SURVEY CONTROL
 MB2441  ___________________________________________________________________
 MB2441* NAD 83(1995)-  41 07 07.84782(N)    081 10 24.23919(W)     ADJUSTED  
 MB2441* NAVD 88     -       348.8    (meters)    1144.     (feet)  VERTCON   
 MB2441  ___________________________________________________________________
 MB2441  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 MB2441  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2441
 MB2441  HORZ ORDER  -  SECOND
 MB2441
 MB2441.The horizontal coordinates were established by classical geodetic methods
 MB2441.and adjusted by the National Geodetic Survey in April 1998..
 MB2441
 MB2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2441
 MB2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2441
 MB2441.The geoid height was determined by GEOID03.
 MB2441
 MB2441;                    North         East     Units Scale Factor Converg.
 MB2441;SPC OH N     -   162,106.074   711,401.998   MT  0.99993954   +0 52 17.4
 MB2441;UTM  17      - 4,551,964.786   485,443.037   MT  0.99960261   -0 06 50.5
 MB2441
 MB2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2441!SPC OH N     -   0.99995055  x   0.99993954  =   0.99989010
 MB2441!UTM  17      -   0.99995055  x   0.99960261  =   0.99955318
 MB2441
 MB2441|---------------------------------------------------------------------|
 MB2441| PID    Reference Object                     Distance      Geod. Az  |
 MB2441|                                                           dddmmss.s |
 MB2441| MB2442 72 409 1 P CO                       334.972 METERS 31210     |
 MB2441|---------------------------------------------------------------------|
 MB2441
 MB2441                          SUPERSEDED SURVEY CONTROL
 MB2441
 MB2441  NAD 83(1986)-  41 07 07.85413(N)    081 10 24.24105(W) AD(       ) 2
 MB2441  NAD 27      -  41 07 07.64944(N)    081 10 24.88229(W) AD(       ) 2
 MB2441  NGVD 29 (07/19/86)  349.0    (m)         1145.     (f) VERT ANG       
 MB2441
 MB2441.Superseded values are not recommended for survey control.
 MB2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2441.See file dsdata.txt to determine how the superseded data were derived.
 MB2441
 MB2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8544351965(NAD 83)
 MB2441_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2441+STABILITY: SURFACE MOTION
 MB2441
 MB2441  HISTORY     - Date     Condition        Report By
 MB2441  HISTORY     - 1977     MONUMENTED       OH-133
 MB2441
 MB2441                          STATION DESCRIPTION
 MB2441
 MB2441'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2441'THE STATION IS ABOUT 3-3/4 MILES NORTHEAST OF ROOTSTOWN,
 MB2441'3-1/2 MILES SOUTHWEST OF CHARLESTOWN, 2-1/4 MILES
 MB2441'NORTHWEST OF EDINBURG, AND ON THE RIGHT-OF-WAY OF STATE ROUTE
 MB2441'14.
 MB2441'
 MB2441'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14
 MB2441'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN EDINBURG, GO
 MB2441'NORTHWEST ON STATE ROUTE 14 FOR 1.85 MILES TO THE INTERSECTION
 MB2441'OF BOOTH ROAD, COUNTY HIGHWAY 119, AND THE STATION ON THE
 MB2441'SOUTHEAST CORNER OF THE INTERSECTION.  CONTINUE NORTHWEST ON
 MB2441'STATE ROUTE 14 FOR 0.2 MILE TO AZIMUTH MARK 72 409 1 P CO ON
 MB2441'THE LEFT.
 MB2441'
 MB2441'STATION MARK, STAMPED---72-413-1 1977---, IS A PORTAGE COUNTY
 MB2441'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2441'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 51.9 FEET
 MB2441'SOUTH OF THE CENTERLINE OF BOOTH ROAD, 34.6 FEET EAST OF THE
 MB2441'CENTERLINE OF STATE ROUTE 14, 32.0 FEET NORTHEAST OF AN 8-INCH
 MB2441'SQUARE MONUMENT BOX IN THE CENTERLINE OF STATE ROUTE 14,
 MB2441'AND 17.1 FEET NORTHWEST OF A POWER POLE.
 MB2441'
 MB2441'AZIMUTH MARK 72 409 1 P CO, STAMPED---72-409-1 1977---, IS A
 MB2441'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2441'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE ROAD SURFACE.
 MB2441'IT IS 73.0 FEET WEST OF TELEPHONE AND POWER POLE NUMBER 9/81,
 MB2441'44.6 FEET EAST OF A GUY POLE, 19.5 FEET NORTH OF A REFLECTOR
 MB2441'POST, AND 19.2 FEET WEST OF THE CENTERLINE OF STATE ROUTE 14.
 MB2441'
 MB2441'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2441'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2441'STATION 72 417 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2441'
 MB2441'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2484 ***********************************************************************
 MB2484  DESIGNATION -  72 417 1 P CO
 MB2484  PID         -  MB2484
 MB2484  STATE/COUNTY-  OH/PORTAGE
 MB2484  USGS QUAD   -  ATWATER (1994)
 MB2484
 MB2484                         *CURRENT SURVEY CONTROL
 MB2484  ___________________________________________________________________
 MB2484* NAD 83(1995)-  41 06 39.32835(N)    081 09 48.10017(W)     ADJUSTED  
 MB2484* NAVD 88     -       348.6    (meters)    1144.     (feet)  VERTCON   
 MB2484  ___________________________________________________________________
 MB2484  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 MB2484  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2484
 MB2484  HORZ ORDER  -  SECOND
 MB2484
 MB2484.The horizontal coordinates were established by classical geodetic methods
 MB2484.and adjusted by the National Geodetic Survey in April 1998..
 MB2484
 MB2484.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2484
 MB2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2484
 MB2484.The geoid height was determined by GEOID03.
 MB2484
 MB2484;                    North         East     Units Scale Factor Converg.
 MB2484;SPC OH N     -   161,239.307   712,258.413   MT  0.99993942   +0 52 41.2
 MB2484;UTM  17      - 4,551,083.714   486,284.133   MT  0.99960232   -0 06 26.7
 MB2484
 MB2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2484!SPC OH N     -   0.99995058  x   0.99993942  =   0.99989001
 MB2484!UTM  17      -   0.99995058  x   0.99960232  =   0.99955292
 MB2484
 MB2484:                Primary Azimuth Mark                     Grid Az
 MB2484:SPC OH N     -  72 413 1 P CO                            315 20 39.2
 MB2484:UTM  17      -  72 413 1 P CO                            316 19 47.1
 MB2484
 MB2484|---------------------------------------------------------------------|
 MB2484| PID    Reference Object                     Distance      Geod. Az  |
 MB2484|                                                           dddmmss.s |
 MB2484| MB2441 72 413 1 P CO                       APPROX. 1.2 KM 3161320.4 |
 MB2484|---------------------------------------------------------------------|
 MB2484
 MB2484                          SUPERSEDED SURVEY CONTROL
 MB2484
 MB2484  NAD 83(1986)-  41 06 39.33461(N)    081 09 48.10211(W) AD(       ) 2
 MB2484  NAD 27      -  41 06 39.12966(N)    081 09 48.74444(W) AD(       ) 2
 MB2484  NGVD 29 (07/19/86)  348.8    (m)         1144.     (f) VERT ANG       
 MB2484
 MB2484.Superseded values are not recommended for survey control.
 MB2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2484.See file dsdata.txt to determine how the superseded data were derived.
 MB2484
 MB2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8628451084(NAD 83)
 MB2484_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2484+STABILITY: SURFACE MOTION
 MB2484
 MB2484  HISTORY     - Date     Condition        Report By
 MB2484  HISTORY     - 1977     MONUMENTED       OH-133
 MB2484
 MB2484                          STATION DESCRIPTION
 MB2484
 MB2484'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2484'THE STATION IS ABOUT 4-1/4 MILES EAST OF ROOTSTOWN, 3-3/4
 MB2484'MILES SOUTH OF CHARLESTOWN, 1-1/4 MILES NORTHWEST OF EDINBURG,
 MB2484'AND ON RIGHT-OF-WAY OF STATE ROUTE 14.
 MB2484'
 MB2484'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14
 MB2484'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN
 MB2484'EDINBURG, GO NORTHWEST ON STATE ROUTE 14 FOR 1.1 MILES TO THE
 MB2484'STATION ON THE LEFT, JUST SOUTH OF A TWO STORY HOUSE AT THE
 MB2484'TOP OF A HILL.
 MB2484'
 MB2484'STATION MARKS, STAMPED---72-417-1 1977---, ARE PORTAGE COUNTY
 MB2484'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2484'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2484'SURFACE.  IT IS 114.0 FEET SOUTH OF TELEPHONE AND POWER POLE
 MB2484'NUMBER 7/27, 76.0 FEET NORTHWEST OF THE CENTER OF A DRIVEWAY,
 MB2484'58.4 FEET NORTHWEST OF THE NORTH END OF A 12-INCH STEEL CULVERT
 MB2484'UNDER A DRIVEWAY, AND 31.0 FEET SOUTHWEST OF THE CENTERLINE
 MB2484'OF STATE ROUTE 14.  THE
 MB2484'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2484'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2484'
 MB2484'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2484'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2484'STATIONS 72 417 2 P CO AND 72 413 1 P CO CAN BE USED AS
 MB2484'AZIMUTH MARKS.
 MB2484'
 MB2484'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2429 ***********************************************************************
 MB2429  DESIGNATION -  72 417 2 P CO
 MB2429  PID         -  MB2429
 MB2429  STATE/COUNTY-  OH/PORTAGE
 MB2429  USGS QUAD   -  ATWATER (1994)
 MB2429
 MB2429                         *CURRENT SURVEY CONTROL
 MB2429  ___________________________________________________________________
 MB2429* NAD 83(1995)-  41 06 27.77025(N)    081 09 31.60788(W)     ADJUSTED  
 MB2429* NAVD 88     -       344.3    (meters)    1130.     (feet)  VERTCON   
 MB2429  ___________________________________________________________________
 MB2429  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 MB2429  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2429
 MB2429  HORZ ORDER  -  SECOND
 MB2429
 MB2429.The horizontal coordinates were established by classical geodetic methods
 MB2429.and adjusted by the National Geodetic Survey in April 1998..
 MB2429
 MB2429.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2429
 MB2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2429
 MB2429.The geoid height was determined by GEOID03.
 MB2429
 MB2429;                    North         East     Units Scale Factor Converg.
 MB2429;SPC OH N     -   160,888.723   712,648.619   MT  0.99993938   +0 52 52.0
 MB2429;UTM  17      - 4,550,726.591   486,668.122   MT  0.99960219   -0 06 15.8
 MB2429
 MB2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2429!SPC OH N     -   0.99995126  x   0.99993938  =   0.99989064
 MB2429!UTM  17      -   0.99995126  x   0.99960219  =   0.99955347
 MB2429
 MB2429:                Primary Azimuth Mark                     Grid Az
 MB2429:SPC OH N     -  72 425 1 P CO                            134 00 07.5
 MB2429:UTM  17      -  72 425 1 P CO                            134 59 15.3
 MB2429
 MB2429|---------------------------------------------------------------------|
 MB2429| PID    Reference Object                     Distance      Geod. Az  |
 MB2429|                                                           dddmmss.s |
 MB2429| MB2428 72 425 1 P CO                       APPROX. 0.7 KM 1345259.5 |
 MB2429|---------------------------------------------------------------------|
 MB2429
 MB2429                          SUPERSEDED SURVEY CONTROL
 MB2429
 MB2429  NAD 83(1986)-  41 06 27.77648(N)    081 09 31.60986(W) AD(       ) 2
 MB2429  NAD 27      -  41 06 27.57143(N)    081 09 32.25269(W) AD(       ) 2
 MB2429  NGVD 29 (07/19/86)  344.5    (m)         1130.     (f) VERT ANG       
 MB2429
 MB2429.Superseded values are not recommended for survey control.
 MB2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2429.See file dsdata.txt to determine how the superseded data were derived.
 MB2429
 MB2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8666850727(NAD 83)
 MB2429_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2429+STABILITY: SURFACE MOTION
 MB2429
 MB2429  HISTORY     - Date     Condition        Report By
 MB2429  HISTORY     - 1977     MONUMENTED       OH-133
 MB2429
 MB2429                          STATION DESCRIPTION
 MB2429
 MB2429'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2429'THE STATION IS ABOUT 4-1/2 MILES EAST OF ROOTSTOWN, 4 MILES
 MB2429'SOUTH OF CHARLESTOWN, 1 MILE NORTHWEST OF EDINBURG, AND ON THE
 MB2429'RIGHT-OF-WAY OF STATE ROUTE 14.
 MB2429'
 MB2429'TO REACH THE STATION FROM THE INTERSECTION OF TALLMADGE ROAD,
 MB2429'COUNTY HIGHWAY 18, AND STATE ROUTE 14 IN EDINBURG, GO
 MB2429'NORTHWEST ON STATE ROUTE 14 FOR 0.35 MILE TO AZIMUTH MARK
 MB2429'72 425 1 P CO ON THE RIGHT.  CONTINUE NORTHWEST ON STATE ROUTE
 MB2429'14 FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 MB2429'
 MB2429'STATION MARK, STAMPED---72-417-2 1977---, IS A PORTAGE COUNTY
 MB2429'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2429'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 130.9 FEET
 MB2429'SOUTHWEST OF POWER POLE NUMBER OBT 7/20, 57.4 FEET WEST OF A
 MB2429'14-INCH TREE, AND 22.8 FEET EAST OF THE CENTERLINE OF STATE
 MB2429'ROUTE 14.
 MB2429'
 MB2429'AZIMUTH MARK 72 425 1 P CO, STAMPED---72-425-1 1977---, IS A
 MB2429'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2429'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2429'SURFACE.  IT IS 41 FEET NORTH OF TELEPHONE AND POWER POLE
 MB2429'NUMBER ED 287, 34.6 FEET EAST OF THE CENTERLINE OF STATE ROUTE
 MB2429'14, AND 18 FEET SOUTH OF AN OLD LAMP POST ON AN ABANDONED GAS
 MB2429'STATION ISLE.
 MB2429'
 MB2429'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2429'LIGHT ABOVE STATION MARK WAS 2.8 METERS.
 MB2429'STATION 72 417 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2429'
 MB2429'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2428 ***********************************************************************
 MB2428  DESIGNATION -  72 425 1 P CO
 MB2428  PID         -  MB2428
 MB2428  STATE/COUNTY-  OH/PORTAGE
 MB2428  USGS QUAD   -  ATWATER (1994)
 MB2428
 MB2428                         *CURRENT SURVEY CONTROL
 MB2428  ___________________________________________________________________
 MB2428* NAD 83(1995)-  41 06 11.22020(N)    081 09 09.63955(W)     ADJUSTED  
 MB2428* NAVD 88     -       351.     (meters)    1152.     (feet)  VERTCON   
 MB2428  ___________________________________________________________________
 MB2428  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 MB2428  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2428
 MB2428  HORZ ORDER  -  SECOND
 MB2428
 MB2428.The horizontal coordinates were established by classical geodetic methods
 MB2428.and adjusted by the National Geodetic Survey in April 1998..
 MB2428
 MB2428.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2428
 MB2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2428
 MB2428.The geoid height was determined by GEOID03.
 MB2428
 MB2428;                    North         East     Units Scale Factor Converg.
 MB2428;SPC OH N     -   160,386.164   713,168.996   MT  0.99993933   +0 53 06.4
 MB2428;UTM  17      - 4,550,215.329   487,179.606   MT  0.99960202   -0 06 01.3
 MB2428
 MB2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2428!SPC OH N     -   0.99995024  x   0.99993933  =   0.99988957
 MB2428!UTM  17      -   0.99995024  x   0.99960202  =   0.99955228
 MB2428
 MB2428                          SUPERSEDED SURVEY CONTROL
 MB2428
 MB2428  NAD 83(1986)-  41 06 11.22640(N)    081 09 09.64157(W) AD(       ) 2
 MB2428  NAD 27      -  41 06 11.02119(N)    081 09 10.28508(W) AD(       ) 2
 MB2428  NGVD 29 (07/19/86)  351.     (m)         1152.     (f) VERT ANG       
 MB2428
 MB2428.Superseded values are not recommended for survey control.
 MB2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2428.See file dsdata.txt to determine how the superseded data were derived.
 MB2428
 MB2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8718050215(NAD 83)
 MB2428_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2428+STABILITY: SURFACE MOTION
 MB2428
 MB2428  HISTORY     - Date     Condition        Report By
 MB2428  HISTORY     - 1977     MONUMENTED       OH-133
 MB2428
 MB2428                          STATION DESCRIPTION
 MB2428
 MB2428'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2428'THE STATION IS ABOUT 4-1/2 MILES EAST OF ROOTSTOWN, 4 MILES
 MB2428'SOUTH OF CHARLESTOWN, 1 MILE NORTHWEST OF EDINBURG, AND ON THE
 MB2428'RIGHT-OF-WAY OF STATE ROUTE 14.
 MB2428'
 MB2428'TO REACH THE STATION FROM THE INTERSECTION OF TALLMADGE ROAD,
 MB2428'COUNTY HIGHWAY 18, AND STATE ROUTE 14 IN EDINBURG, GO
 MB2428'NORTHWEST ON STATE ROUTE 14 FOR 0.35 MILE TO THE STATION ON THE
 MB2428'RIGHT.
 MB2428'
 MB2428'STATION MARK, STAMPED---72-425-1 1977---, IS A PORTAGE COUNTY
 MB2428'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2428'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET
 MB2428'NORTH OF TELEPHONE AND POWER POLE NUMBER ED 287, 34.6 FEET
 MB2428'EAST OF THE CENTERLINE OF STATE ROUTE 14, AND 18 FEET SOUTH OF
 MB2428'AN OLD LAMP POST ON AN ABANDONED GAS STATION ISLE.
 MB2428'
 MB2428'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2428'LIGHT ABOVE STATION MARK WAS 2.2 METERS.
 MB2428'STATION 72 417 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2428'
 MB2428'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0400 ***********************************************************************
 JZ0400  DESIGNATION -  720
 JZ0400  PID         -  JZ0400
 JZ0400  STATE/COUNTY-  OH/HAMILTON
 JZ0400  USGS QUAD   -  NEWPORT (1987)
 JZ0400
 JZ0400                         *CURRENT SURVEY CONTROL
 JZ0400  ___________________________________________________________________
 JZ0400* NAD 83(1986)-  39 05 49.     (N)    084 25 55.     (W)     SCALED    
 JZ0400* NAVD 88     -       149.557  (meters)     490.67   (feet)  ADJUSTED  
 JZ0400  ___________________________________________________________________
 JZ0400  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0400  DYNAMIC HT  -         149.464 (meters)     490.37  (feet)  COMP
 JZ0400  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 JZ0400
 JZ0400  VERT ORDER  -  FIRST     CLASS II
 JZ0400
 JZ0400.The horizontal coordinates were scaled from a topographic map and have
 JZ0400.an estimated accuracy of +/- 6 seconds.
 JZ0400
 JZ0400.The orthometric height was determined by differential leveling
 JZ0400.and adjusted by the National Geodetic Survey in June 1991..
 JZ0400.WARNING-Repeat measurements at this control monument indicate possible
 JZ0400.vertical movement.
 JZ0400
 JZ0400.The geoid height was determined by GEOID03.
 JZ0400
 JZ0400.The dynamic height is computed by dividing the NAVD 88
 JZ0400.geopotential number by the normal gravity value computed on the
 JZ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0400.degrees latitude (g = 980.6199 gals.).
 JZ0400
 JZ0400.The modeled gravity was interpolated from observed gravity values.
 JZ0400
 JZ0400;                    North         East    Units  Estimated Accuracy
 JZ0400;SPC OH S     -   123,560.      432,890.      MT  (+/- 180 meters Scaled)
 JZ0400
 JZ0400                          SUPERSEDED SURVEY CONTROL
 JZ0400
 JZ0400  NGVD 29 (??/??/92)  149.738  (m)          491.27   (f) ADJ UNCH    1 2
 JZ0400
 JZ0400.Superseded values are not recommended for survey control.
 JZ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0400.See file dsdata.txt to determine how the superseded data were derived.
 JZ0400
 JZ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ220306(NAD 83)
 JZ0400_MARKER: DD = SURVEY DISK
 JZ0400_SETTING: 0 = UNSPECIFIED SETTING
 JZ0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0400
 JZ0400  HISTORY     - Date     Condition        Report By
 JZ0400  HISTORY     - UNK      MONUMENTED       DOD
 JZ0400  HISTORY     - 1973     GOOD             NGS
 JZ0400
 JZ0400                          STATION DESCRIPTION
 JZ0400
 JZ0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JZ0400'0.5 MI SW FROM CINCINNATI.
 JZ0400'NEAR LUNKEN MUNICIPAL AIRPORT, CINCINNATI.  0.1 MILE SOUTHWEST
 JZ0400'ALONG GASSAWAY ROAD FROM ITS JUNCTION WITH KELLOGG AVENUE,
 JZ0400'40 YARDS WEST OF THE INTERSECTION OF GASSAWAY ROAD AND ANCHORAGE
 JZ0400'ROAD, 101 FEET SOUTHWEST OF THE CENTERLINE OF ANCHORAGE ROAD,
 JZ0400'57 FEET NORTHWEST OF THE CENTERLINE OF GASSAWAY ROAD, 15.1
 JZ0400'FEET EAST OF THE EAST CORNER OF A CONCRETE FOUNDATION FOR A
 JZ0400'BRICK FIREPLACE, 14 FEET WEST OF THE WEST CORNER OF STONE
 JZ0400'FOUNDATION OF A 2 STORY IMITATION RED BRICK HOUSE, 11.2 FEET
 JZ0400'EAST OF THE CENTER OF A SEWER MAN HOLE COVER, COVERED BY A STEEL
 JZ0400'PLATE, 5.6 FEET NORTH OF THE NORTH EDGE OF A CEMENT SIDEWALK.
 JZ0400'THE MARK IS IN GOOD CONDITION, BUT THE 720 STAMPING IS NO LONGER
 JZ0400'VISIBLE, THE LARGE BOLD USE LETTERS ON TOP OF THE CAP ARE CLEARLY
 JZ0400'VISIBLE AND ALSO THE CROSS IN THE CENTER OF THE CAP.  THE MARK IS
 JZ0400'ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0086 ***********************************************************************
 MD0086  DESIGNATION -  723
 MD0086  PID         -  MD0086
 MD0086  STATE/COUNTY-  OH/FULTON
 MD0086  USGS QUAD   -  DELTA (1977)
 MD0086
 MD0086                         *CURRENT SURVEY CONTROL
 MD0086  ___________________________________________________________________
 MD0086* NAD 83(1995)-  41 34 26.65940(N)    084 00 20.85804(W)     ADJUSTED  
 MD0086* NAVD 88     -       220.061  (meters)     721.98   (feet)  ADJUSTED  
 MD0086  ___________________________________________________________________
 MD0086  X           -     499,025.521 (meters)                     COMP
 MD0086  Y           -  -4,752,533.639 (meters)                     COMP
 MD0086  Z           -   4,210,452.877 (meters)                     COMP
 MD0086  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 MD0086  ELLIP HEIGHT-         184.85  (meters)          (10/07/05) GPS OBS
 MD0086  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 MD0086  DYNAMIC HT  -         219.970 (meters)     721.68  (feet)  COMP
 MD0086  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 MD0086
 MD0086  HORZ ORDER  -  FIRST
 MD0086  VERT ORDER  -  SECOND    CLASS 0
 MD0086  ELLP ORDER  -  FOURTH    CLASS I
 MD0086
 MD0086.The horizontal coordinates were established by GPS observations
 MD0086.and adjusted by the National Geodetic Survey in April 1998..
 MD0086
 MD0086.The orthometric height was determined by differential leveling
 MD0086.and adjusted by the National Geodetic Survey in June 1991..
 MD0086
 MD0086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0086
 MD0086.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0086
 MD0086.The ellipsoidal height was determined by GPS observations
 MD0086.and is referenced to NAD 83.
 MD0086
 MD0086.The geoid height was determined by GEOID03.
 MD0086
 MD0086.The dynamic height is computed by dividing the NAVD 88
 MD0086.geopotential number by the normal gravity value computed on the
 MD0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0086.degrees latitude (g = 980.6199 gals.).
 MD0086
 MD0086.The modeled gravity was interpolated from observed gravity values.
 MD0086
 MD0086;                    North         East     Units Scale Factor Converg.
 MD0086;SPC OH N     -   212,898.155   474,424.331   MT  0.99997815   -0 59 21.2
 MD0086;UTM  16      - 4,606,818.225   749,633.520   MT  1.00036695   +1 59 16.6
 MD0086;UTM  17      - 4,606,851.827   249,400.273   MT  1.00037290   -1 59 44.3
 MD0086
 MD0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0086!SPC OH N     -   0.99997101  x   0.99997815  =   0.99994916
 MD0086!UTM  16      -   0.99997101  x   1.00036695  =   1.00033795
 MD0086!UTM  17      -   0.99997101  x   1.00037290  =   1.00034390
 MD0086
 MD0086                          SUPERSEDED SURVEY CONTROL
 MD0086
 MD0086  ELLIP H (04/01/98)  184.91   (m)                       GP(       ) 4 1
 MD0086  NAD 83(1995)-  41 34 26.65925(N)    084 00 20.85780(W) AD(       ) 1
 MD0086  NAD 83(1986)-  41 34 26.66802(N)    084 00 20.86996(W) AD(       ) 1
 MD0086  NAVD 88 (07/11/96)  220.06   (m)          722.0    (f) LEVELING    3  
 MD0086  NGVD 29 (??/??/92)  220.244  (m)          722.58   (f) ADJ UNCH    2 0
 MD0086
 MD0086.Superseded values are not recommended for survey control.
 MD0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0086.See file dsdata.txt to determine how the superseded data were derived.
 MD0086
 MD0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4963406818(NAD 83)
 MD0086_MARKER: DB = BENCH MARK DISK
 MD0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0086_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MD0086_STAMPING: 723
 MD0086_MARK LOGO: CGS   
 MD0086_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0086+STABILITY: SURFACE MOTION
 MD0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0086+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1996
 MD0086
 MD0086  HISTORY     - Date     Condition        Report By
 MD0086  HISTORY     - UNK      MONUMENTED       CGS
 MD0086  HISTORY     - 1941     GOOD             NGS
 MD0086  HISTORY     - 1985     GOOD             USPSQD
 MD0086  HISTORY     - 19960130 GOOD             WOOLPT
 MD0086
 MD0086                          STATION DESCRIPTION
 MD0086
 MD0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MD0086'AT DELTA.
 MD0086'AT DELTA, FULTON COUNTY, AT THE INTERSECTION OF WOOD AND MAIN
 MD0086'STREETS, 27 YARDS NORTH OF THE CENTERLINE OF MAIN STREET, 18
 MD0086'FEET EAST OF THE CENTERLINE OF WOOD STREET, 30 FEET NORTHWEST
 MD0086'OF THE SOUTHWEST CORNER OF THE CITY HALL, AND IN THE PATCH OF
 MD0086'LAWN BETWEEN THE SIDEWALK AND THE CURB.  A UNITED STATES
 MD0086'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 723 AND RIVETED ON THE
 MD0086'TOP OF A 3-1/2 INCH IRON PIPE.
 MD0086
 MD0086                          STATION RECOVERY (1985)
 MD0086
 MD0086'RECOVERY NOTE BY US POWER SQUADRON 1985
 MD0086'RECOVERED IN GOOD CONDITION.
 MD0086
 MD0086                          STATION RECOVERY (1996)
 MD0086
 MD0086'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BS)
 MD0086'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0166 ***********************************************************************
 MC0166  DESIGNATION -  723
 MC0166  PID         -  MC0166
 MC0166  STATE/COUNTY-  OH/HURON
 MC0166  USGS QUAD   -  MONROEVILLE (1972)
 MC0166
 MC0166                         *CURRENT SURVEY CONTROL
 MC0166  ___________________________________________________________________
 MC0166* NAD 83(1986)-  41 14 34.     (N)    082 42 05.     (W)     SCALED    
 MC0166* NAVD 88     -       220.174  (meters)     722.35   (feet)  POSTED    
 MC0166  ___________________________________________________________________
 MC0166  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 MC0166  DYNAMIC HT  -         220.080 (meters)     722.05  (feet)  COMP
 MC0166  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 MC0166
 MC0166  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MC0166
 MC0166.The horizontal coordinates were scaled from a topographic map and have
 MC0166.an estimated accuracy of +/- 6 seconds.
 MC0166
 MC0166.The orthometric height was determined by differential leveling
 MC0166.and adjusted by the National Geodetic Survey in 1992..
 MC0166.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MC0166.rate of 3.1 thru 4.0 mm/km.
 MC0166
 MC0166.The geoid height was determined by GEOID03.
 MC0166
 MC0166.The dynamic height is computed by dividing the NAVD 88
 MC0166.geopotential number by the normal gravity value computed on the
 MC0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0166.degrees latitude (g = 980.6199 gals.).
 MC0166
 MC0166.The modeled gravity was interpolated from observed gravity values.
 MC0166
 MC0166;                    North         East    Units  Estimated Accuracy
 MC0166;SPC OH N     -   175,040.      583,120.      MT  (+/- 180 meters Scaled)
 MC0166
 MC0166                          SUPERSEDED SURVEY CONTROL
 MC0166
 MC0166  NGVD 29 (??/??/92)  220.38   (m)          723.0    (f) COMPUTED    2 0
 MC0166
 MC0166.Superseded values are not recommended for survey control.
 MC0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0166.See file dsdata.txt to determine how the superseded data were derived.
 MC0166
 MC0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF574671(NAD 83)
 MC0166_MARKER: P = PIPE CAP
 MC0166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MC0166_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MC0166_STAMPING: 723
 MC0166_MARK LOGO: USGS  
 MC0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0166
 MC0166  HISTORY     - Date     Condition        Report By
 MC0166  HISTORY     - UNK      MONUMENTED       USGS
 MC0166  HISTORY     - 1934     GOOD             CGS
 MC0166  HISTORY     - 1970     GOOD             OHHD
 MC0166
 MC0166                          STATION DESCRIPTION
 MC0166
 MC0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0166'AT MONROEVILLE.
 MC0166'AT MONROEVILLE, HURON COUNTY, 300 YARDS NORTH OF THE BALTIMORE
 MC0166'AND OHIO RAILROAD STATION, 50.8 FEET SOUTH OF THE SOUTHEAST
 MC0166'CORNER OF THE YINGLING HANDLE FACTORY, 13.8 FEET WEST OF THE
 MC0166'WEST RAIL, 2.7 FEET SOUTH OF THE SOUTH CURVE OF MONROE STREET,
 MC0166'AND LEVEL WITH THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL
 MC0166'SURVEY STANDARD CAP, STAMPED 723 AND RIVETED ON THE TOP OF A
 MC0166'3-1/2-INCH IRON PIPE.  NOTE-- USGS WITNESS SIGN WAS PLACED
 MC0166'ON RR XING ARMS POLE DIRECTLY ABOVE MONUMENT.
 MC0166
 MC0166                          STATION RECOVERY (1970)
 MC0166
 MC0166'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970
 MC0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0131 ***********************************************************************
 JY0131  DESIGNATION -  723
 JY0131  PID         -  JY0131
 JY0131  STATE/COUNTY-  OH/ATHENS
 JY0131  USGS QUAD   -  ATHENS (1995)
 JY0131
 JY0131                         *CURRENT SURVEY CONTROL
 JY0131  ___________________________________________________________________
 JY0131* NAD 83(1986)-  39 19 45.     (N)    082 06 05.     (W)     SCALED    
 JY0131* NAVD 88     -       220.158  (meters)     722.30   (feet)  ADJUSTED  
 JY0131  ___________________________________________________________________
 JY0131  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY0131  DYNAMIC HT  -         220.025 (meters)     721.87  (feet)  COMP
 JY0131  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 JY0131
 JY0131  VERT ORDER  -  FIRST     CLASS II
 JY0131
 JY0131.The horizontal coordinates were scaled from a topographic map and have
 JY0131.an estimated accuracy of +/- 6 seconds.
 JY0131
 JY0131.The orthometric height was determined by differential leveling
 JY0131.and adjusted by the National Geodetic Survey in June 1991..
 JY0131
 JY0131.The geoid height was determined by GEOID03.
 JY0131
 JY0131.The dynamic height is computed by dividing the NAVD 88
 JY0131.geopotential number by the normal gravity value computed on the
 JY0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0131.degrees latitude (g = 980.6199 gals.).
 JY0131
 JY0131.The modeled gravity was interpolated from observed gravity values.
 JY0131
 JY0131;                    North         East    Units  Estimated Accuracy
 JY0131;SPC OH S     -   147,630.      634,370.      MT  (+/- 180 meters Scaled)
 JY0131
 JY0131                          SUPERSEDED SURVEY CONTROL
 JY0131
 JY0131  NGVD 29 (??/??/92)  220.332  (m)          722.87   (f) ADJ UNCH    1 2
 JY0131
 JY0131.Superseded values are not recommended for survey control.
 JY0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0131.See file dsdata.txt to determine how the superseded data were derived.
 JY0131
 JY0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD050538(NAD 83)
 JY0131_MARKER: DD = SURVEY DISK
 JY0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0131_SP_SET: FOUNDATION
 JY0131_STAMPING: 723 COLUMBUS 1903
 JY0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0131
 JY0131  HISTORY     - Date     Condition        Report By
 JY0131  HISTORY     - 1903     MONUMENTED       USGS
 JY0131  HISTORY     - 1943     GOOD             NGS
 JY0131  HISTORY     - 1976     GOOD             NGS
 JY0131
 JY0131                          STATION DESCRIPTION
 JY0131
 JY0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0131'AT ATHENS.
 JY0131'AT ATHENS, ATHENS COUNTY, 65 FEET SOUTHWEST OF THE CENTER OF THE
 JY0131'INTERSECTION OF WASHINGTON AND COURT STREETS, AT THE COUNTY
 JY0131'COURTHOUSE, IN THE FACE OF THE EAST FOUNDATION WALL, 2.1 FEET
 JY0131'SOUTH OF THE NORTHEAST CORNER, AND ABOUT 2-1/2 FEET ABOVE THE
 JY0131'LEVEL OF THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JY0131'DISK, STAMPED 723 COLUMBUS 1903 AND SET VERTICALLY.
 JY0131
 JY0131                          STATION RECOVERY (1976)
 JY0131
 JY0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0085 ***********************************************************************
 JY0085  DESIGNATION -  725
 JY0085  PID         -  JY0085
 JY0085  STATE/COUNTY-  OH/MUSKINGUM
 JY0085  USGS QUAD   -  ZANESVILLE WEST (1992)
 JY0085
 JY0085                         *CURRENT SURVEY CONTROL
 JY0085  ___________________________________________________________________
 JY0085* NAD 83(1986)-  39 56 24.     (N)    082 00 26.     (W)     SCALED    
 JY0085* NAVD 88     -       220.962  (meters)     724.94   (feet)  ADJUSTED  
 JY0085  ___________________________________________________________________
 JY0085  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JY0085  DYNAMIC HT  -         220.843 (meters)     724.55  (feet)  COMP
 JY0085  MODELED GRAV-     980,079.9   (mgal)                       NAVD 88
 JY0085
 JY0085  VERT ORDER  -  FIRST     CLASS II
 JY0085
 JY0085.The horizontal coordinates were scaled from a topographic map and have
 JY0085.an estimated accuracy of +/- 6 seconds.
 JY0085
 JY0085.The orthometric height was determined by differential leveling
 JY0085.and adjusted by the National Geodetic Survey in June 1991..
 JY0085
 JY0085.The geoid height was determined by GEOID03.
 JY0085
 JY0085.The dynamic height is computed by dividing the NAVD 88
 JY0085.geopotential number by the normal gravity value computed on the
 JY0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0085.degrees latitude (g = 980.6199 gals.).
 JY0085
 JY0085.The modeled gravity was interpolated from observed gravity values.
 JY0085
 JY0085;                    North         East    Units  Estimated Accuracy
 JY0085;SPC OH S     -   215,490.      642,120.      MT  (+/- 180 meters Scaled)
 JY0085
 JY0085                          SUPERSEDED SURVEY CONTROL
 JY0085
 JY0085  NGVD 29 (??/??/92)  221.186  (m)          725.67   (f) ADJ UNCH    1 2
 JY0085
 JY0085.Superseded values are not recommended for survey control.
 JY0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0085.See file dsdata.txt to determine how the superseded data were derived.
 JY0085
 JY0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME139215(NAD 83)
 JY0085_MARKER: DD = SURVEY DISK
 JY0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0085_SP_SET: PORTICO
 JY0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0085
 JY0085  HISTORY     - Date     Condition        Report By
 JY0085  HISTORY     - UNK      MONUMENTED       USGS
 JY0085  HISTORY     - 1954     POOR             NGS
 JY0085
 JY0085                          STATION DESCRIPTION
 JY0085
 JY0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0085'AT ZANESVILLE.
 JY0085'AT ZANESVILLE, AT THE INTERSECTION OF MAIN AND FOURTH STREETS,
 JY0085'AT THE SOUTH ENTRANCE TO THE COURT HOUSE, IN THE NORTH EAST CORNER
 JY0085'OF THE SOUTH PORTICO, 11 FEET EAST OF EAST WALL OF THE FRONT
 JY0085'DOOR, 3 INCHES SOUTH AND WEST OF A CORNER PILLAR OF THE PORTICO,
 JY0085'AND 3 INCHES SOUTH OF THE SOUTH FACE OF THE BUILDING.  NOTE-- ONLY
 JY0085'THE SHANK REMAINS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0569 ***********************************************************************
 MC0569  DESIGNATION -  726 TOL
 MC0569  PID         -  MC0569
 MC0569  STATE/COUNTY-  OH/WOOD
 MC0569  USGS QUAD   -  NORTH BALTIMORE (1977)
 MC0569
 MC0569                         *CURRENT SURVEY CONTROL
 MC0569  ___________________________________________________________________
 MC0569* NAD 83(1986)-  41 10 21.     (N)    083 40 41.     (W)     SCALED    
 MC0569* NAVD 88     -       221.122  (meters)     725.46   (feet)  ADJUSTED  
 MC0569  ___________________________________________________________________
 MC0569  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC0569  DYNAMIC HT  -         221.022 (meters)     725.14  (feet)  COMP
 MC0569  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 MC0569
 MC0569  VERT ORDER  -  FIRST     CLASS I
 MC0569
 MC0569.The horizontal coordinates were scaled from a topographic map and have
 MC0569.an estimated accuracy of +/- 6 seconds.
 MC0569
 MC0569.The orthometric height was determined by differential leveling
 MC0569.and adjusted by the National Geodetic Survey in June 1991..
 MC0569
 MC0569.The geoid height was determined by GEOID03.
 MC0569
 MC0569.The dynamic height is computed by dividing the NAVD 88
 MC0569.geopotential number by the normal gravity value computed on the
 MC0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0569.degrees latitude (g = 980.6199 gals.).
 MC0569
 MC0569.The modeled gravity was interpolated from observed gravity values.
 MC0569
 MC0569;                    North         East    Units  Estimated Accuracy
 MC0569;SPC OH N     -   167,890.      501,150.      MT  (+/- 180 meters Scaled)
 MC0569
 MC0569                          SUPERSEDED SURVEY CONTROL
 MC0569
 MC0569  NGVD 29 (??/??/92)  221.308  (m)          726.07   (f) ADJ UNCH    1 1
 MC0569
 MC0569.Superseded values are not recommended for survey control.
 MC0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0569.See file dsdata.txt to determine how the superseded data were derived.
 MC0569
 MC0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF753613(NAD 83)
 MC0569_MARKER: DD = SURVEY DISK
 MC0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0569_SP_SET: ABUTMENT
 MC0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0569
 MC0569  HISTORY     - Date     Condition        Report By
 MC0569  HISTORY     - UNK      MONUMENTED       USGS
 MC0569  HISTORY     - 1968     GOOD             NGS
 MC0569  HISTORY     - 19921022 MARK NOT FOUND   NGS
 MC0569
 MC0569                          STATION DESCRIPTION
 MC0569
 MC0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0569'0.6 MI S FROM NORTH BALTIMORE.
 MC0569'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 18 FROM THE BALTIMORE
 MC0569'AND OHIO RAILROAD STATION AT NORTH BALTIMORE, THENCE 0.1 MILE
 MC0569'SOUTH ALONG NORTH BALTIMORE ROAD, SET ON THE TOP OF THE WEST
 MC0569'END OF THE SOUTH STONE ABUTMENT OF A 45-FOOT STEEL BRIDGE OVER
 MC0569'ROCKY FORD CREEK, 9 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5
 MC0569'FEET SOUTH OF THE NORTH FACE OF THE ABUTMENT AND 1 1/2 FEET
 MC0569'BELOW THE LEVEL OF THE ROAD.  SEC 35, T3N, R10E.
 MC0569
 MC0569                          STATION RECOVERY (1992)
 MC0569
 MC0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0569'THE DESCRIBED BRIDGE HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0090 ***********************************************************************
 JY0090  DESIGNATION -  727
 JY0090  PID         -  JY0090
 JY0090  STATE/COUNTY-  OH/HOCKING
 JY0090  USGS QUAD   -  LOGAN (1992)
 JY0090
 JY0090                         *CURRENT SURVEY CONTROL
 JY0090  ___________________________________________________________________
 JY0090* NAD 83(1986)-  39 32 39.     (N)    082 25 52.     (W)     SCALED    
 JY0090* NAVD 88     -       221.609  (meters)     727.06   (feet)  ADJUSTED  
 JY0090  ___________________________________________________________________
 JY0090  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY0090  DYNAMIC HT  -         221.478 (meters)     726.63  (feet)  COMP
 JY0090  MODELED GRAV-     980,030.5   (mgal)                       NAVD 88
 JY0090
 JY0090  VERT ORDER  -  SECOND    CLASS 0
 JY0090
 JY0090.The horizontal coordinates were scaled from a topographic map and have
 JY0090.an estimated accuracy of +/- 6 seconds.
 JY0090
 JY0090.The orthometric height was determined by differential leveling
 JY0090.and adjusted by the National Geodetic Survey in June 1991..
 JY0090
 JY0090.The geoid height was determined by GEOID03.
 JY0090
 JY0090.The dynamic height is computed by dividing the NAVD 88
 JY0090.geopotential number by the normal gravity value computed on the
 JY0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0090.degrees latitude (g = 980.6199 gals.).
 JY0090
 JY0090.The modeled gravity was interpolated from observed gravity values.
 JY0090
 JY0090;                    North         East    Units  Estimated Accuracy
 JY0090;SPC OH S     -   171,430.      605,920.      MT  (+/- 180 meters Scaled)
 JY0090
 JY0090                          SUPERSEDED SURVEY CONTROL
 JY0090
 JY0090  NGVD 29 (??/??/92)  221.732  (m)          727.47   (f) ADJ UNCH    2 0
 JY0090
 JY0090.Superseded values are not recommended for survey control.
 JY0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0090.See file dsdata.txt to determine how the superseded data were derived.
 JY0090
 JY0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD770781(NAD 83)
 JY0090_MARKER: DD = SURVEY DISK
 JY0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0090_SP_SET: CULVERT
 JY0090_STAMPING: 727.46
 JY0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0090
 JY0090  HISTORY     - Date     Condition        Report By
 JY0090  HISTORY     - UNK      MONUMENTED       USGS
 JY0090  HISTORY     - 1936     GOOD             NGS
 JY0090  HISTORY     - 19881220 MARK NOT FOUND   USPSQD
 JY0090  HISTORY     - 20051227 GOOD             GEOCAC
 JY0090
 JY0090                          STATION DESCRIPTION
 JY0090
 JY0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JY0090'1.4 MI NW FROM LOGAN.
 JY0090'1.4 MILES NORTHWEST ALONG OLD STATE HIGHWAY 31 FROM THE POST
 JY0090'OFFICE AT LOGAN, HOCKING COUNTY, 112 YARDS WEST OF THE NORTHWEST
 JY0090'CORNER OF A SHELL SERVICE STATION, AT A SMALL CONCRETE CULVERT,
 JY0090'IN THE TOP OF THE SOUTH HEADWALL, ONE FOOT EAST OF THE WEST END,
 JY0090'39 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15.5 FEET SOUTH
 JY0090'OF THE GUARDRAIL FENCE, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.
 JY0090'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 727.46.
 JY0090
 JY0090                          STATION RECOVERY (1988)
 JY0090
 JY0090'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JY0090'MARK NOT FOUND.
 JY0090
 JY0090                          STATION RECOVERY (2005)
 JY0090
 JY0090'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JY0090'ABOUT 0.1 MILE WEST OF THE INTERSECTION OF SR 664 AND CHIEFTAIN DRIVE,
 JY0090'AT A SMALL CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEADWALL, ONE
 JY0090'FOOT EAST OF THE WEST END, 39 FEET SOUTH OF THE CENTERLINE OF
 JY0090'CHIEFTAIN DRIVE, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY. A UNITED
 JY0090'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 727.46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2508 ***********************************************************************
 MB2508  DESIGNATION -  73 018 1 P CO
 MB2508  PID         -  MB2508
 MB2508  STATE/COUNTY-  OH/PORTAGE
 MB2508  USGS QUAD   -  RAVENNA (1994)
 MB2508
 MB2508                         *CURRENT SURVEY CONTROL
 MB2508  ___________________________________________________________________
 MB2508* NAD 83(1995)-  41 08 41.02480(N)    081 10 54.06688(W)     ADJUSTED  
 MB2508* NAVD 88     -       311.6    (meters)    1022.     (feet)  VERTCON   
 MB2508  ___________________________________________________________________
 MB2508  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 MB2508  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2508
 MB2508  HORZ ORDER  -  SECOND
 MB2508
 MB2508.The horizontal coordinates were established by classical geodetic methods
 MB2508.and adjusted by the National Geodetic Survey in April 1998..
 MB2508
 MB2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2508
 MB2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2508
 MB2508.The geoid height was determined by GEOID03.
 MB2508
 MB2508;                    North         East     Units Scale Factor Converg.
 MB2508;SPC OH N     -   164,969.441   710,662.829   MT  0.99994004   +0 51 57.8
 MB2508;UTM  17      - 4,554,839.474   484,753.462   MT  0.99960286   -0 07 10.4
 MB2508
 MB2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2508!SPC OH N     -   0.99995639  x   0.99994004  =   0.99989643
 MB2508!UTM  17      -   0.99995639  x   0.99960286  =   0.99955927
 MB2508
 MB2508:                Primary Azimuth Mark                     Grid Az
 MB2508:SPC OH N     -  72 410 1 P CO                            161 19 27.8
 MB2508:UTM  17      -  72 410 1 P CO                            162 18 36.0
 MB2508
 MB2508|---------------------------------------------------------------------|
 MB2508| PID    Reference Object                     Distance      Geod. Az  |
 MB2508|                                                           dddmmss.s |
 MB2508| MB2506 72 410 1 P CO                       APPROX. 1.2 KM 1621125.6 |
 MB2508| MB2517 82 006 2 P CO                       APPROX. 1.6 KM 2203709.9 |
 MB2508|---------------------------------------------------------------------|
 MB2508
 MB2508                          SUPERSEDED SURVEY CONTROL
 MB2508
 MB2508  NAD 83(1986)-  41 08 41.03117(N)    081 10 54.06870(W) AD(       ) 2
 MB2508  NAD 27      -  41 08 40.82706(N)    081 10 54.70831(W) AD(       ) 2
 MB2508  NGVD 29 (07/19/86)  311.8    (m)         1023.     (f) VERT ANG       
 MB2508
 MB2508.Superseded values are not recommended for survey control.
 MB2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2508.See file dsdata.txt to determine how the superseded data were derived.
 MB2508
 MB2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8475354839(NAD 83)
 MB2508_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2508+STABILITY: SURFACE MOTION
 MB2508
 MB2508  HISTORY     - Date     Condition        Report By
 MB2508  HISTORY     - 1977     MONUMENTED       OH-133
 MB2508
 MB2508                          STATION DESCRIPTION
 MB2508
 MB2508'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2508'THE STATION IS ABOUT 3-3/4 MILES NORTHWEST OF EDINBURG, 3-1/2
 MB2508'MILES EAST-SOUTHEAST OF RAVENNA, 2-1/4 MILES SOUTHWEST OF
 MB2508'CHARLESTOWN, AND ON THE RIGHT-OF-WAY OF KNAPP ROAD, TOWNSHIP
 MB2508'HIGHWAY 169.
 MB2508'
 MB2508'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2508'AND 14 JUST EAST OF RAVENNA, GO SOUTHEAST ON STATE ROUTE 14
 MB2508'FOR 2.1 MILES TO THE INTERSECTION OF INDUSTRY ROAD.  (TURN
 MB2508'RIGHT ON INDUSTRY ROAD AND GO SOUTHEAST FOR 75 FEET TO
 MB2508'AZIMUTH MARK 82 006 2 P CO ON THE RIGHT.) CONTINUE ON
 MB2508'STATE ROUTE 14 FOR 0.05 MILE
 MB2508'TO THE INTERSECTION OF KNAPP ROAD.  (TURN LEFT
 MB2508'AND GO NORTH AND NORTHEAST FOR 1.05 MILES TO A SHARP TURN,
 MB2508'NORTH, AND THE STATION ON THE RIGHT.) CONTINUE SOUTHEAST ON
 MB2508'STATE ROUTE 14 FOR 0.25 MILE TO THE INTERSECTION OF CABLE
 MB2508'LINE ROAD, COUNTY HIGHWAY 120.  TURN LEFT ON CABLE LINE ROAD
 MB2508'AND GO EAST-NORTHEAST FOR 0.85 MILE TO AZIMUTH MARK 72 410 1
 MB2508'P CO ON THE RIGHT.
 MB2508'
 MB2508'STATION MARKS, STAMPED---73-018-1 1977---, ARE PORTAGE COUNTY
 MB2508'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2508'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2508'SURFACE.  IT IS 111.8 FEET NORTH OF A TELEPHONE AND POWER POLE
 MB2508'NUMBER 7643/38, 41.1 FEET NORTHEAST OF AN IRON ROD SET BY
 MB2508'PORTAGE COUNTY, 29.0 FEET EAST OF THE CENTERLINE OF KNAPP ROAD,
 MB2508'AND 2.7 FEET EAST OF THE EDGE OF THE PAVEMENT OF KNAPP ROAD.
 MB2508'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2508'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2508'
 MB2508'AZIMUTH MARK 72 410 1 P CO, STAMPED---72-410-1 1977---, IS A
 MB2508'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2508'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2508'SURFACE.  IT IS 59.3 FEET EAST OF THE CENTERLINE OF A GRAVEL
 MB2508'DRIVEWAY TO A GAS WELL, 24.7 FEET WEST OF A 1-INCH IRON PIPE,
 MB2508'AND 20.7 FEET SOUTH OF THE CENTERLINE OF CABLE LINE ROAD.
 MB2508'
 MB2508'AZIMUTH MARK 82 006 2 P CO,
 MB2508'STAMPED---82-006-2 1977---, IS A PORTAGE COUNTY
 MB2508'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2508'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 56.8 FEET
 MB2508'SOUTH OF POWER AND TELEPHONE POLE NUMBER RT 268, 14 FEET WEST
 MB2508'OF THE CENTERLINE OF INDUSTRY ROAD, AND 9.4 FEET NORTHEAST OF
 MB2508'TELEPHONE POLE NUMBER 47/1.
 MB2508'
 MB2508'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2508'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2508'STATION 82 006 1 P CO CAN BE USED AS AN
 MB2508'AZIMUTH MARK.
 MB2508'
 MB2508'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2494 ***********************************************************************
 MB2494  DESIGNATION -  73 023 1 P CO
 MB2494  PID         -  MB2494
 MB2494  STATE/COUNTY-  OH/PORTAGE
 MB2494  USGS QUAD   -  RAVENNA (1994)
 MB2494
 MB2494                         *CURRENT SURVEY CONTROL
 MB2494  ___________________________________________________________________
 MB2494* NAD 83(1995)-  41 09 17.12516(N)    081 08 15.30449(W)     ADJUSTED  
 MB2494* NAVD 88     -       325.9    (meters)    1069.     (feet)  VERTCON   
 MB2494  ___________________________________________________________________
 MB2494  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MB2494  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2494
 MB2494  HORZ ORDER  -  SECOND
 MB2494
 MB2494.The horizontal coordinates were established by classical geodetic methods
 MB2494.and adjusted by the National Geodetic Survey in April 1998..
 MB2494
 MB2494.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2494
 MB2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2494
 MB2494.The geoid height was determined by GEOID03.
 MB2494
 MB2494;                    North         East     Units Scale Factor Converg.
 MB2494;SPC OH N     -   166,139.795   714,347.064   MT  0.99994029   +0 53 42.1
 MB2494;UTM  17      - 4,555,945.908   488,456.032   MT  0.99960164   -0 05 26.0
 MB2494
 MB2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2494!SPC OH N     -   0.99995415  x   0.99994029  =   0.99989445
 MB2494!UTM  17      -   0.99995415  x   0.99960164  =   0.99955581
 MB2494
 MB2494:                Primary Azimuth Mark                     Grid Az
 MB2494:SPC OH N     -  73 029 1 P CO                            080 31 36.9
 MB2494:UTM  17      -  73 029 1 P CO                            081 30 45.0
 MB2494
 MB2494|---------------------------------------------------------------------|
 MB2494| PID    Reference Object                     Distance      Geod. Az  |
 MB2494|                                                           dddmmss.s |
 MB2494| MB2345 73 029 1 P CO                       APPROX. 2.3 KM 0812519.0 |
 MB2494| MB2495 73 023 2 P CO                       APPROX. 0.5 KM 2611419.4 |
 MB2494|---------------------------------------------------------------------|
 MB2494
 MB2494                          SUPERSEDED SURVEY CONTROL
 MB2494
 MB2494  NAD 83(1986)-  41 09 17.13162(N)    081 08 15.30599(W) AD(       ) 2
 MB2494  NAD 27      -  41 09 16.92818(N)    081 08 15.95065(W) AD(       ) 2
 MB2494  NGVD 29 (07/19/86)  326.1    (m)         1070.     (f) VERT ANG       
 MB2494
 MB2494.Superseded values are not recommended for survey control.
 MB2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2494.See file dsdata.txt to determine how the superseded data were derived.
 MB2494
 MB2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8845655946(NAD 83)
 MB2494_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2494+STABILITY: SURFACE MOTION
 MB2494
 MB2494  HISTORY     - Date     Condition        Report By
 MB2494  HISTORY     - 1977     MONUMENTED       OH-133
 MB2494
 MB2494                          STATION DESCRIPTION
 MB2494
 MB2494'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2494'THE STATION IS ABOUT 4-3/4 MILES WEST OF PARIS, 4 MILES NORTH
 MB2494'OF EDINBURG, 3/4 MILE SOUTHEAST OF CHARLESTOWN, AND ON
 MB2494'RIGHT-OF-WAY OF STATE ROUTE 59.
 MB2494'
 MB2494'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2494'AND 5 JUST EAST OF RAVENNA, GO EAST ON STATE
 MB2494'ROUTE 5 FOR 4.05 MILES TO AZIMUTH MARK 73 023 2 P CO ON THE LEFT.
 MB2494'CONTINUE EAST ON STATE ROUTE 5 FOR 0.2 MILE TO THE STATION
 MB2494'ON THE LEFT.  CONTINUE EAST ON STATE ROUTE 5 FOR 0.4 MILE
 MB2494'TO AZIMUTH MARK 73 029 1 P CO ON THE RIGHT.
 MB2494'
 MB2494'STATION MARKS, STAMPED---73-023-1 1977---, ARE PORTAGE COUNTY
 MB2494'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2494'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2494'SURFACE.  IT IS 70 FEET WEST OF THE INTERSECTION OF TOWNSHIP
 MB2494'HIGHWAY 123, ESWORTHY ROAD,
 MB2494'42.5 FEET SOUTHWEST OF TELEPHONE AND
 MB2494'POWER POLE NUMBER 16/11 1/3, 22.0 FEET WEST OF THE EAST END OF
 MB2494'THE NORTH GUARDRAIL ON STATE ROUTE 5, 19.0 FEET NORTH OF THE
 MB2494'CENTERLINE OF STATE ROUTE 5, AND 1.5 FEET SOUTH OF THE
 MB2494'GUARDRAIL.
 MB2494'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MB2494'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2494'
 MB2494'AZIMUTH MARK 73 023 2 P CO, STAMPED---73-023-2 1977---,
 MB2494'IS A PORTAGE COUNTY
 MB2494'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2494'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 114 FEET
 MB2494'EAST OF A LARGE CULVERT CROSSING STATE ROUTE 5, 41.9 FEET NORTH
 MB2494'OF THE EAST END OF THE SOUTH GUARDRAIL, 20.4 FEET NORTH OF
 MB2494'THE CENTERLINE OF STATE ROUTE 5, AND 12.4 FEET SOUTHWEST OF A
 MB2494'WEST BRANCH STATE PARK SIGN.
 MB2494'
 MB2494'AZIMUTH MARK 73 029 1 P CO, STAMPED---73-029-1 1977---,
 MB2494'IS A PORTAGE COUNTY
 MB2494'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2494'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 100.9 FEET
 MB2494'WEST OF THE WEST END OF THE SOUTH GUARDRAIL, 50 FEET EAST OF A
 MB2494'DRIVE, 39.7 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 5, AND
 MB2494'34.8 FEET EAST OF A 6-INCH APPLE TREE.
 MB2494'
 MB2494'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2494'LIGHT ABOVE STATION MARK WAS 2.7 METERS.
 MB2494'
 MB2494'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2495 ***********************************************************************
 MB2495  DESIGNATION -  73 023 2 P CO
 MB2495  PID         -  MB2495
 MB2495  STATE/COUNTY-  OH/PORTAGE
 MB2495  USGS QUAD   -  RAVENNA (1994)
 MB2495
 MB2495                         *CURRENT SURVEY CONTROL
 MB2495  ___________________________________________________________________
 MB2495* NAD 83(1995)-  41 09 14.50270(N)    081 08 37.81269(W)     ADJUSTED  
 MB2495* NAVD 88     -       326.     (meters)    1070.     (feet)  VERTCON   
 MB2495  ___________________________________________________________________
 MB2495  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 MB2495  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2495
 MB2495  HORZ ORDER  -  SECOND
 MB2495
 MB2495.The horizontal coordinates were established by classical geodetic methods
 MB2495.and adjusted by the National Geodetic Survey in April 1998..
 MB2495
 MB2495.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2495
 MB2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2495
 MB2495.The geoid height was determined by GEOID03.
 MB2495
 MB2495;                    North         East     Units Scale Factor Converg.
 MB2495;SPC OH N     -   166,050.731   713,823.613   MT  0.99994027   +0 53 27.4
 MB2495;UTM  17      - 4,555,865.888   487,931.303   MT  0.99960179   -0 05 40.8
 MB2495
 MB2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2495!SPC OH N     -   0.99995417  x   0.99994027  =   0.99989444
 MB2495!UTM  17      -   0.99995417  x   0.99960179  =   0.99955598
 MB2495
 MB2495                          SUPERSEDED SURVEY CONTROL
 MB2495
 MB2495  NAD 83(1986)-  41 09 14.50921(N)    081 08 37.81420(W) AD(       ) 2
 MB2495  NAD 27      -  41 09 14.30569(N)    081 08 38.45812(W) AD(       ) 2
 MB2495  NGVD 29 (07/19/86)  326.     (m)         1070.     (f) VERT ANG       
 MB2495
 MB2495.Superseded values are not recommended for survey control.
 MB2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2495.See file dsdata.txt to determine how the superseded data were derived.
 MB2495
 MB2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8793155866(NAD 83)
 MB2495_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2495+STABILITY: SURFACE MOTION
 MB2495
 MB2495  HISTORY     - Date     Condition        Report By
 MB2495  HISTORY     - 1977     MONUMENTED       OH-133
 MB2495
 MB2495                          STATION DESCRIPTION
 MB2495
 MB2495'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2495'THE STATION IS ABOUT 5 MILES WEST-SOUTHWEST OF PARIS, 1-1/2
 MB2495'MILES EAST-SOUTHEAST OF AUGERBURG, 1/2 MILE SOUTH-SOUTHEAST OF
 MB2495'CHARLESTOWN, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 5.
 MB2495'
 MB2495'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2495'AND 5 JUST EAST OF RAVENNA, GO EAST ON STATE ROUTE 5 FOR 4.05
 MB2495'MILES TO THE STATION ON THE LEFT.
 MB2495'
 MB2495'STATION MARK, STAMPED---73-023-2 1977---, IS A PORTAGE COUNTY
 MB2495'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2495'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 114 FEET
 MB2495'EAST OF A LARGE CULVERT CROSSING STATE ROUTE 5, 41.9 FEET NORTH
 MB2495'OF THE EAST END OF THE SOUTH GUARDRAIL, 20.4 FEET NORTH OF
 MB2495'THE CENTERLINE OF STATE ROUTE 5, AND 12.4 FEET SOUTHWEST OF A
 MB2495'WEST BRANCH STATE PARK SIGN.
 MB2495'
 MB2495'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2495'LIGHT ABOVE STATION MARK WAS 2.1 METERS.
 MB2495'STATION 73 023 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2495'
 MB2495'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2343 ***********************************************************************
 MB2343  DESIGNATION -  73 028 1 P CO
 MB2343  PID         -  MB2343
 MB2343  STATE/COUNTY-  OH/PORTAGE
 MB2343  USGS QUAD   -  WINDHAM (1994)
 MB2343
 MB2343                         *CURRENT SURVEY CONTROL
 MB2343  ___________________________________________________________________
 MB2343* NAD 83(1995)-  41 09 46.18205(N)    081 06 22.29099(W)     ADJUSTED  
 MB2343* NAVD 88     -       342.3    (meters)    1123.     (feet)  VERTCON   
 MB2343  ___________________________________________________________________
 MB2343  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 MB2343  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2343
 MB2343  HORZ ORDER  -  SECOND
 MB2343
 MB2343.The horizontal coordinates were established by classical geodetic methods
 MB2343.and adjusted by the National Geodetic Survey in April 1998..
 MB2343
 MB2343.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2343
 MB2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2343
 MB2343.The geoid height was determined by GEOID03.
 MB2343
 MB2343;                    North         East     Units Scale Factor Converg.
 MB2343;SPC OH N     -   167,077.641   716,967.292   MT  0.99994051   +0 54 56.4
 MB2343;UTM  17      - 4,556,838.243   491,091.109   MT  0.99960098   -0 04 11.6
 MB2343
 MB2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2343!SPC OH N     -   0.99995158  x   0.99994051  =   0.99989210
 MB2343!UTM  17      -   0.99995158  x   0.99960098  =   0.99955258
 MB2343
 MB2343:                Primary Azimuth Mark                     Grid Az
 MB2343:SPC OH N     -  73 043 1 P CO                            269 40 20.7
 MB2343:UTM  17      -  73 043 1 P CO                            270 39 28.7
 MB2343
 MB2343|---------------------------------------------------------------------|
 MB2343| PID    Reference Object                     Distance      Geod. Az  |
 MB2343|                                                           dddmmss.s |
 MB2343| MB2347 73 043 1 P CO                       APPROX. 1.0 KM 2703517.1 |
 MB2343|---------------------------------------------------------------------|
 MB2343
 MB2343                          SUPERSEDED SURVEY CONTROL
 MB2343
 MB2343  NAD 83(1986)-  41 09 46.18829(N)    081 06 22.29173(W) AD(       ) 2
 MB2343  NAD 27      -  41 09 45.98555(N)    081 06 22.94316(W) AD(       ) 2
 MB2343  NGVD 29 (07/19/86)  342.5    (m)         1124.     (f) VERT ANG       
 MB2343
 MB2343.Superseded values are not recommended for survey control.
 MB2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2343.See file dsdata.txt to determine how the superseded data were derived.
 MB2343
 MB2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9109156838(NAD 83)
 MB2343_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2343+STABILITY: SURFACE MOTION
 MB2343
 MB2343  HISTORY     - Date     Condition        Report By
 MB2343  HISTORY     - 1977     MONUMENTED       OH-133
 MB2343
 MB2343                          STATION DESCRIPTION
 MB2343
 MB2343'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2343'THE STATION IS ABOUT 5-3/4 MILES SOUTHEAST OF FREEDOM, 3-1/4
 MB2343'MILES EAST OF AUGERBURG, 3 MILES WEST OF PARIS, AND ON THE
 MB2343'RIGHT-OF-WAY OF NEWTON FALLS ROAD, COUNTY HIGHWAY 177.
 MB2343'
 MB2343'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2343'AND 14, AND NEWTON FALLS ROAD JUST EAST OF
 MB2343'RAVENNA, GO EAST-NORTHEAST ON NEWTON FALLS ROAD
 MB2343'FOR 5.4 MILES TO THE INTERSECTION OF
 MB2343'GREENLEAF ROAD, COUNTY HIGHWAY 180.  CONTINUE ON NEWTON FALLS
 MB2343'ROAD FOR 0.55 MILE TO THE TOP OF A
 MB2343'HILL AND THE STATION ON THE RIGHT.
 MB2343'
 MB2343'STATION MARKS, STAMPED---73-028-1 1977---, ARE PORTAGE COUNTY
 MB2343'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2343'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2343'SURFACE.  IT IS 77.4 FEET WEST OF
 MB2343'TELEPHONE AND POWER POLE NUMBER CT 15, 68.7 FEET EAST OF
 MB2343'TELEPHONE AND POWER POLE NUMBER 3/250, 46.5 FEET NORTH OF THE
 MB2343'NORTHEAST CORNER OF A WOOD 1-1/2 STORY FRAME HOUSE, ADDRESS
 MB2343'NUMBER 7912, 46.4 FEET SOUTHEAST OF A 40-INCH MAPLE TREE, AND
 MB2343'14.0 FEET SOUTH OF THE CENTERLINE OF NEWTON FALLS ROAD.
 MB2343'THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MB2343'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2343'SURFACE.
 MB2343'
 MB2343'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OR
 MB2343'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2343'STATIONS 73 043 1 P CO AND 63 022 1 P CO CAN BE USED AS
 MB2343'AZIMUTH MARKS.
 MB2343'
 MB2343'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2345 ***********************************************************************
 MB2345  DESIGNATION -  73 029 1 P CO
 MB2345  PID         -  MB2345
 MB2345  STATE/COUNTY-  OH/PORTAGE
 MB2345  USGS QUAD   -  WINDHAM (1994)
 MB2345
 MB2345                         *CURRENT SURVEY CONTROL
 MB2345  ___________________________________________________________________
 MB2345* NAD 83(1995)-  41 09 28.09992(N)    081 06 38.94009(W)     ADJUSTED  
 MB2345* NAVD 88     -       319.     (meters)    1047.     (feet)  VERTCON   
 MB2345  ___________________________________________________________________
 MB2345  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 MB2345  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB2345
 MB2345  HORZ ORDER  -  SECOND
 MB2345
 MB2345.The horizontal coordinates were established by classical geodetic methods
 MB2345.and adjusted by the National Geodetic Survey in April 1998..
 MB2345
 MB2345.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2345
 MB2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2345
 MB2345.The geoid height was determined by GEOID03.
 MB2345
 MB2345;                    North         East     Units Scale Factor Converg.
 MB2345;SPC OH N     -   166,513.734   716,588.104   MT  0.99994037   +0 54 45.4
 MB2345;UTM  17      - 4,556,281.131   490,702.410   MT  0.99960106   -0 04 22.6
 MB2345
 MB2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2345!SPC OH N     -   0.99995527  x   0.99994037  =   0.99989564
 MB2345!UTM  17      -   0.99995527  x   0.99960106  =   0.99955635
 MB2345
 MB2345                          SUPERSEDED SURVEY CONTROL
 MB2345
 MB2345  NAD 83(1986)-  41 09 28.10615(N)    081 06 38.94155(W) AD(       ) 2
 MB2345  NAD 27      -  41 09 27.90308(N)    081 06 39.58938(W) AD(       ) 2
 MB2345  NGVD 29 (07/19/86)  319.     (m)         1047.     (f) VERT ANG       
 MB2345
 MB2345.Superseded values are not recommended for survey control.
 MB2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2345.See file dsdata.txt to determine how the superseded data were derived.
 MB2345
 MB2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9070256281(NAD 83)
 MB2345_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2345+STABILITY: SURFACE MOTION
 MB2345
 MB2345  HISTORY     - Date     Condition        Report By
 MB2345  HISTORY     - 1977     MONUMENTED       OH-133
 MB2345
 MB2345                          STATION DESCRIPTION
 MB2345
 MB2345'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2345'THE STATION IS ABOUT 6-3/4 MILES SOUTHWEST OF WINDHAM, 3-1/2
 MB2345'MILES WEST-SOUTHWEST OF PARIS, 2-3/4 MILES EAST-SOUTHEAST OF
 MB2345'AUGERBURG, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 5.
 MB2345'
 MB2345'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5
 MB2345'AND 14 JUST EAST OF RAVENNA,
 MB2345'GO EAST ON STATE ROUTE 5 FOR 4.65 MILES TO THE STATION
 MB2345'ON THE RIGHT.
 MB2345'
 MB2345'STATION MARK, STAMPED---73-029-1 1977---, IS A PORTAGE COUNTY
 MB2345'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2345'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 100.9 FEET
 MB2345'WEST OF THE WEST END OF THE SOUTH GUARDRAIL, 50 FEET EAST OF A
 MB2345'DRIVE, 39.7 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 5, AND
 MB2345'34.8 FEET EAST OF A 6-INCH APPLE TREE.
 MB2345'
 MB2345'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2345'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2345'STATION 73 023 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2345'
 MB2345'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2497 ***********************************************************************
 MB2497  DESIGNATION -  73 033 1 P CO
 MB2497  PID         -  MB2497
 MB2497  STATE/COUNTY-  OH/PORTAGE
 MB2497  USGS QUAD   -  RAVENNA (1994)
 MB2497
 MB2497                         *CURRENT SURVEY CONTROL
 MB2497  ___________________________________________________________________
 MB2497* NAD 83(1995)-  41 09 46.68901(N)    081 08 53.61653(W)     ADJUSTED  
 MB2497* NAVD 88     -       352.6    (meters)    1157.     (feet)  VERTCON   
 MB2497  ___________________________________________________________________
 MB2497  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 MB2497  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2497
 MB2497  HORZ ORDER  -  SECOND
 MB2497
 MB2497.The horizontal coordinates were established by classical geodetic methods
 MB2497.and adjusted by the National Geodetic Survey in April 1998..
 MB2497
 MB2497.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2497
 MB2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2497
 MB2497.The geoid height was determined by GEOID03.
 MB2497
 MB2497;                    North         East     Units Scale Factor Converg.
 MB2497;SPC OH N     -   167,037.753   713,439.803   MT  0.99994052   +0 53 17.0
 MB2497;UTM  17      - 4,556,859.030   487,564.652   MT  0.99960190   -0 05 51.2
 MB2497
 MB2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2497!SPC OH N     -   0.99994996  x   0.99994052  =   0.99989049
 MB2497!UTM  17      -   0.99994996  x   0.99960190  =   0.99955188
 MB2497
 MB2497:                Primary Azimuth Mark                     Grid Az
 MB2497:SPC OH N     -  73 043 1 P CO                            089 13 01.3
 MB2497:UTM  17      -  73 043 1 P CO                            090 12 09.5
 MB2497
 MB2497|---------------------------------------------------------------------|
 MB2497| PID    Reference Object                     Distance      Geod. Az  |
 MB2497|                                                           dddmmss.s |
 MB2497| MB2347 73 043 1 P CO                       APPROX. 2.5 KM 0900618.3 |
 MB2497|---------------------------------------------------------------------|
 MB2497
 MB2497                          SUPERSEDED SURVEY CONTROL
 MB2497
 MB2497  NAD 83(1986)-  41 09 46.69547(N)    081 08 53.61765(W) AD(       ) 2
 MB2497  NAD 27      -  41 09 46.49246(N)    081 08 54.26239(W) AD(       ) 2
 MB2497  NGVD 29 (07/19/86)  352.8    (m)         1157.     (f) VERT ANG       
 MB2497
 MB2497.Superseded values are not recommended for survey control.
 MB2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2497.See file dsdata.txt to determine how the superseded data were derived.
 MB2497
 MB2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8756556859(NAD 83)
 MB2497_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2497+STABILITY: SURFACE MOTION
 MB2497
 MB2497  HISTORY     - Date     Condition        Report By
 MB2497  HISTORY     - 1977     MONUMENTED       OH-133
 MB2497
 MB2497                          STATION DESCRIPTION
 MB2497
 MB2497'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2497'THE STATION IS ABOUT 5-1/4 MILES SOUTH OF FREEDOM, 5-1/4 MILES
 MB2497'WEST OF PARIS, 1 MILE EAST OF AUGERBURG, AND ON THE
 MB2497'RIGHT-OF-WAY OF NEWTON FALLS ROAD, COUNTY HIGHWAY 177.
 MB2497'
 MB2497'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5,
 MB2497'14, AND NEWTON FALLS ROAD, JUST EAST OF RAVENNA,
 MB2497'GO EAST ON NEWTON FALLS ROAD FOR 3.8 MILES TO THE
 MB2497'INTERSECTION OF COUNTY HIGHWAY 52, ROCK SPRINGS ROAD, AT
 MB2497'CHARLESTOWN, AND THE STATION SOUTHWEST OF THE INTERSECTION IN
 MB2497'THE ROADWAY.
 MB2497'
 MB2497'STATION MARK, STAMPED---73-033-1 1977---, IS A PORTAGE COUNTY
 MB2497'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2497'POST AND 4 INCHES BELOW THE ROAD SURFACE.  IT IS 29.8 FEET
 MB2497'SOUTH OF TELEPHONE POLE NUMBER 6789, 26.0 FEET SOUTHWEST OF
 MB2497'THE MONUMENT BOX AT THE INTERSECTION OF NEWTON FALLS ROAD AND
 MB2497'ROCK SPRINGS ROAD, 17.0 FEET NORTHWEST OF POWER POLE NUMBER
 MB2497'CT 1294, AND 5.5 FEET SOUTH OF THE CENTERLINE OF NEWTON FALLS
 MB2497'ROAD.
 MB2497'
 MB2497'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2497'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2497'STATIONS 73 038 1 P CO AND 73 043 1 P CO CAN BE USED AS
 MB2497'AZIMUTH MARKS.
 MB2497'
 MB2497'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2512 ***********************************************************************
 MB2512  DESIGNATION -  73 037 1 P CO
 MB2512  PID         -  MB2512
 MB2512  STATE/COUNTY-  OH/PORTAGE
 MB2512  USGS QUAD   -  RAVENNA (1994)
 MB2512
 MB2512                         *CURRENT SURVEY CONTROL
 MB2512  ___________________________________________________________________
 MB2512* NAD 83(1995)-  41 10 01.16910(N)    081 11 20.63145(W)     ADJUSTED  
 MB2512* NAVD 88     -       341.4    (meters)    1120.     (feet)  VERTCON   
 MB2512  ___________________________________________________________________
 MB2512  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 MB2512  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2512
 MB2512  HORZ ORDER  -  SECOND
 MB2512
 MB2512.The horizontal coordinates were established by classical geodetic methods
 MB2512.and adjusted by the National Geodetic Survey in April 1998..
 MB2512
 MB2512.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2512
 MB2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2512
 MB2512.The geoid height was determined by GEOID03.
 MB2512
 MB2512;                    North         East     Units Scale Factor Converg.
 MB2512;SPC OH N     -   167,432.060   710,006.300   MT  0.99994064   +0 51 40.4
 MB2512;UTM  17      - 4,557,312.188   484,139.599   MT  0.99960310   -0 07 28.0
 MB2512
 MB2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2512!SPC OH N     -   0.99995172  x   0.99994064  =   0.99989236
 MB2512!UTM  17      -   0.99995172  x   0.99960310  =   0.99955484
 MB2512
 MB2512|---------------------------------------------------------------------|
 MB2512| PID    Reference Object                     Distance      Geod. Az  |
 MB2512|                                                           dddmmss.s |
 MB2512| MB2513 73 037 2 P CO                       294.388 METERS 00000     |
 MB2512| MB2511 73 037 3 P CO                       431.054 METERS 1654936.9 |
 MB2512|---------------------------------------------------------------------|
 MB2512
 MB2512                          SUPERSEDED SURVEY CONTROL
 MB2512
 MB2512  NAD 83(1986)-  41 10 01.17594(N)    081 11 20.63275(W) AD(       ) 2
 MB2512  NAD 27      -  41 10 00.97261(N)    081 11 21.27171(W) AD(       ) 2
 MB2512  NGVD 29 (07/19/86)  341.6    (m)         1121.     (f) VERT ANG       
 MB2512
 MB2512.Superseded values are not recommended for survey control.
 MB2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2512.See file dsdata.txt to determine how the superseded data were derived.
 MB2512
 MB2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8414057312(NAD 83)
 MB2512_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2512+STABILITY: SURFACE MOTION
 MB2512
 MB2512  HISTORY     - Date     Condition        Report By
 MB2512  HISTORY     - 1977     MONUMENTED       OH-133
 MB2512
 MB2512                          STATION DESCRIPTION
 MB2512
 MB2512'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2512'THE STATION IS ABOUT 5-1/2 MILES SOUTHWEST OF FREEDOM, 3 MILES
 MB2512'NORTHEAST OF RAVENNA,
 MB2512'2-1/4
 MB2512'MILES WEST OF CHARLESTOWN AND ON RIGHT-OF-WAY OF
 MB2512'GARRETT ROAD, TOWNSHIP HIGHWAY 172.
 MB2512'
 MB2512'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59,
 MB2512'14, AND COUNTY HIGHWAY 177, NEWTON FALLS ROAD, JUST EAST OF
 MB2512'RAVENNA, GO EAST-NORTHEAST ON NEWTON FALLS ROAD FOR
 MB2512'1.65 MILES TO THE INTERSECTION OF GARRETT ROAD.
 MB2512'TURN LEFT AND GO NORTH ON GARRETT ROAD
 MB2512'FOR 0.25 MILE TO THE STATION ON THE LEFT.
 MB2512'CONTINUE NORTH ON GARRETT ROAD FOR 0.2 MILE TO AZIMUTH MARK
 MB2512'73 037 2 P CO ON THE RIGHT.
 MB2512'
 MB2512'STATION MARKS, STAMPED---73-037-1 1977---, ARE PORTAGE COUNTY
 MB2512'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2512'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2512'SURFACE.  IT IS 100.8 FEET WEST OF A CYCLONE FENCE CORNER OF
 MB2512'THE RAVENNA ARMY AMMUNITION PLANT,
 MB2512'86.7 FEET NORTH OF TELEPHONE AND POWER
 MB2512'POLE NUMBER 82/8, 74.7 FEET SOUTH OF TELEPHONE AND POWER
 MB2512'POLE NUMBER 82320, AND 25.0 FEET WEST OF THE CENTER OF GARRETT
 MB2512'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MB2512'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2512'
 MB2512'AZIMUTH MARK 73 037 2 P CO, STAMPED---73-037-2 1977---, IS A
 MB2512'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2512'CYLINDRICAL CONCRETE POST SET FLUSH WITH THE GROUND SURFACE.
 MB2512'IT IS 112.2 FEET NORTH OF TELEPHONE AND POWER POLE NUMBER
 MB2512'82324, 48.2 FEET SOUTH OF TELEPHONE AND POWER POLE NUMBER
 MB2512'77414, AND 28.4 FEET WEST OF THE CENTERLINE OF GARRETT ROAD.
 MB2512'
 MB2512'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2512'LIGHT ABOVE STATION MARK WAS 3.1 METERS.
 MB2512'STATION 73 037 3 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2512'
 MB2512'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2513 ***********************************************************************
 MB2513  DESIGNATION -  73 037 2 P CO
 MB2513  PID         -  MB2513
 MB2513  STATE/COUNTY-  OH/PORTAGE
 MB2513  USGS QUAD   -  RAVENNA (1994)
 MB2513
 MB2513                         *CURRENT SURVEY CONTROL
 MB2513  ___________________________________________________________________
 MB2513* NAD 83(1995)-  41 10 10.71190(N)    081 11 20.63157(W)     ADJUSTED  
 MB2513* NAVD 88     -       346.     (meters)    1135.     (feet)  VERTCON   
 MB2513  ___________________________________________________________________
 MB2513  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 MB2513  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2513
 MB2513  HORZ ORDER  -  SECOND
 MB2513
 MB2513.The horizontal coordinates were established by classical geodetic methods
 MB2513.and adjusted by the National Geodetic Survey in April 1998..
 MB2513
 MB2513.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2513
 MB2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2513
 MB2513.The geoid height was determined by GEOID03.
 MB2513
 MB2513;                    North         East     Units Scale Factor Converg.
 MB2513;SPC OH N     -   167,726.397   710,001.873   MT  0.99994072   +0 51 40.4
 MB2513;UTM  17      - 4,557,606.458   484,140.235   MT  0.99960310   -0 07 28.1
 MB2513
 MB2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2513!SPC OH N     -   0.99995103  x   0.99994072  =   0.99989175
 MB2513!UTM  17      -   0.99995103  x   0.99960310  =   0.99955415
 MB2513
 MB2513                          SUPERSEDED SURVEY CONTROL
 MB2513
 MB2513  NAD 83(1986)-  41 10 10.71874(N)    081 11 20.63283(W) AD(       ) 2
 MB2513  NAD 27      -  41 10 10.51551(N)    081 11 21.27183(W) AD(       ) 2
 MB2513  NGVD 29 (07/19/86)  346.     (m)         1135.     (f) VERT ANG       
 MB2513
 MB2513.Superseded values are not recommended for survey control.
 MB2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2513.See file dsdata.txt to determine how the superseded data were derived.
 MB2513
 MB2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8414057606(NAD 83)
 MB2513_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2513+STABILITY: SURFACE MOTION
 MB2513
 MB2513  HISTORY     - Date     Condition        Report By
 MB2513  HISTORY     - 1977     MONUMENTED       OH-133
 MB2513
 MB2513                          STATION DESCRIPTION
 MB2513
 MB2513'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2513'THE STATION IS ABOUT 5-1/4 MILES SOUTH-SOUTHWEST OF FREEDOM, 3
 MB2513'MILES EAST-NORTHEAST OF RAVENNA, 1-1/4 MILES WEST-NORTHWEST OF
 MB2513'AUGERBURG, AND ON THE RIGHT-OF-WAY OF GARRETT ROAD, TOWNSHIP
 MB2513'HIGHWAY 172.
 MB2513'
 MB2513'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59,
 MB2513'14, AND COUNTY HIGHWAY 177, NEWTON FALLS ROAD,
 MB2513'JUST EAST OF RAVENNA, GO EAST ON
 MB2513'NEWTON FALLS ROAD FOR 1.65 MILES TO THE T-INTERSECTION OF
 MB2513'GARRETT ROAD.  TURN LEFT AND GO NORTH ON GARRETT ROAD FOR 0.45
 MB2513'MILE TO THE STATION ON THE LEFT.
 MB2513'
 MB2513'STATION MARK, STAMPED---73-037-2 1977---, IS A PORTAGE COUNTY
 MB2513'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2513'POST SET FLUSH WITH THE GROUND SURFACE.  IT IS 112.2 FEET NORTH
 MB2513'OF TELEPHONE AND POWER POLE NUMBER 82324, 48.2 FEET SOUTH OF
 MB2513'TELEPHONE AND POWER POLE NUMBER 77414, AND 28.4 FEET WEST OF
 MB2513'GARRETT ROAD.
 MB2513'
 MB2513'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2513'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2513'STATION 73 037 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2513'
 MB2513'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2511 ***********************************************************************
 MB2511  DESIGNATION -  73 037 3 P CO
 MB2511  PID         -  MB2511
 MB2511  STATE/COUNTY-  OH/PORTAGE
 MB2511  USGS QUAD   -  RAVENNA (1994)
 MB2511
 MB2511                         *CURRENT SURVEY CONTROL
 MB2511  ___________________________________________________________________
 MB2511* NAD 83(1995)-  41 09 47.62146(N)    081 11 16.10420(W)     ADJUSTED  
 MB2511* NAVD 88     -       339.1    (meters)    1113.     (feet)  VERTCON   
 MB2511  ___________________________________________________________________
 MB2511  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 MB2511  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2511
 MB2511  HORZ ORDER  -  SECOND
 MB2511
 MB2511.The horizontal coordinates were established by classical geodetic methods
 MB2511.and adjusted by the National Geodetic Survey in April 1998..
 MB2511
 MB2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2511
 MB2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2511
 MB2511.The geoid height was determined by GEOID03.
 MB2511
 MB2511;                    North         East     Units Scale Factor Converg.
 MB2511;SPC OH N     -   167,015.786   710,118.108   MT  0.99994053   +0 51 43.4
 MB2511;UTM  17      - 4,556,894.193   484,244.194   MT  0.99960306   -0 07 25.0
 MB2511
 MB2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2511!SPC OH N     -   0.99995208  x   0.99994053  =   0.99989261
 MB2511!UTM  17      -   0.99995208  x   0.99960306  =   0.99955516
 MB2511
 MB2511:                Primary Azimuth Mark                     Grid Az
 MB2511:SPC OH N     -  RAVENNA B AND O MICROWAVE                174 06 37.5
 MB2511:UTM  17      -  RAVENNA B AND O MICROWAVE                175 05 45.9
 MB2511
 MB2511|---------------------------------------------------------------------|
 MB2511| PID    Reference Object                     Distance      Geod. Az  |
 MB2511|                                                           dddmmss.s |
 MB2511| MB2510 RAVENNA B AND O MICROWAVE           APPROX. 0.7 KM 1745820.9 |
 MB2511| MB2512 73 037 1 P CO                       431.054 METERS 3454939.9 |
 MB2511|---------------------------------------------------------------------|
 MB2511
 MB2511                          SUPERSEDED SURVEY CONTROL
 MB2511
 MB2511  NAD 83(1986)-  41 09 47.62828(N)    081 11 16.10555(W) AD(       ) 2
 MB2511  NAD 27      -  41 09 47.42481(N)    081 11 16.74460(W) AD(       ) 2
 MB2511  NGVD 29 (07/19/86)  339.3    (m)         1113.     (f) VERT ANG       
 MB2511
 MB2511.Superseded values are not recommended for survey control.
 MB2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2511.See file dsdata.txt to determine how the superseded data were derived.
 MB2511
 MB2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8424456894(NAD 83)
 MB2511_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2511+STABILITY: SURFACE MOTION
 MB2511
 MB2511  HISTORY     - Date     Condition        Report By
 MB2511  HISTORY     - 1977     MONUMENTED       OH-133
 MB2511
 MB2511                          STATION DESCRIPTION
 MB2511
 MB2511'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2511'THE STATION IS ABOUT 5-1/2 MILES SOUTH-SOUTHWEST OF FREEDOM, 3
 MB2511'MILES EAST OF RAVENNA, 1 MILE WEST OF AUGERBURG, AND ON THE
 MB2511'RIGHT-OF-WAY OF NEWTON FALLS ROAD, COUNTY HIGHWAY 177.
 MB2511'
 MB2511'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59,
 MB2511'14,AND NEWTON FALLS ROAD, JUST EAST OF RAVENNA,
 MB2511'GO EAST ON NEWTON FALLS ROAD FOR
 MB2511'1.75 MILES TO THE T-INTERSECTION OF HANNA ROAD, TOWNSHIP
 MB2511'HIGHWAY 174, AND THE STATION ON THE LEFT IN THE ROADWAY.
 MB2511'
 MB2511'STATION MARK, STAMPED---73-037-3 1977---, IS A PORTAGE COUNTY
 MB2511'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2511'POST AND 4 INCHES BELOW THE ROAD SURFACE.  IT IS 62.0
 MB2511'FEET SOUTHWEST OF A 10-INCH MAPLE TREE, 25.6 FEET SOUTH OF A
 MB2511'16-INCH MAPLE, 23.5 FEET SOUTHEAST OF POWER AND TELEPHONE
 MB2511'POLE NUMBER 3/66, AND 5.5 FEET NORTH OF THE CENTERLINE OF
 MB2511'NEWTON FALLS ROAD.
 MB2511'
 MB2511'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2511'LIGHT ABOVE STATION MARK WAS 2.6 METERS.
 MB2511'STATIONS 73 037 1 P CO AND 73 038 1 P CO CAN BE USED AS
 MB2511'AZIMUTH MARKS.
 MB2511'
 MB2511'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2504 ***********************************************************************
 MB2504  DESIGNATION -  73 038 1 P CO
 MB2504  PID         -  MB2504
 MB2504  STATE/COUNTY-  OH/PORTAGE
 MB2504  USGS QUAD   -  RAVENNA (1994)
 MB2504
 MB2504                         *CURRENT SURVEY CONTROL
 MB2504  ___________________________________________________________________
 MB2504* NAD 83(1995)-  41 09 47.48107(N)    081 10 25.82275(W)     ADJUSTED  
 MB2504* NAVD 88     -       360.6    (meters)    1183.     (feet)  VERTCON   
 MB2504  ___________________________________________________________________
 MB2504  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 MB2504  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2504
 MB2504  HORZ ORDER  -  SECOND
 MB2504
 MB2504.The horizontal coordinates were established by classical geodetic methods
 MB2504.and adjusted by the National Geodetic Survey in April 1998..
 MB2504
 MB2504.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2504
 MB2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2504
 MB2504.The geoid height was determined by GEOID03.
 MB2504
 MB2504;                    North         East     Units Scale Factor Converg.
 MB2504;SPC OH N     -   167,029.184   711,290.188   MT  0.99994052   +0 52 16.4
 MB2504;UTM  17      - 4,556,887.429   485,415.935   MT  0.99960262   -0 06 51.9
 MB2504
 MB2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2504!SPC OH N     -   0.99994871  x   0.99994052  =   0.99988923
 MB2504!UTM  17      -   0.99994871  x   0.99960262  =   0.99955135
 MB2504
 MB2504:                Primary Azimuth Mark                     Grid Az
 MB2504:SPC OH N     -  RAVENNA B AND O MICROWAVE                237 46 40.3
 MB2504:UTM  17      -  RAVENNA B AND O MICROWAVE                238 45 48.6
 MB2504
 MB2504|---------------------------------------------------------------------|
 MB2504| PID    Reference Object                     Distance      Geod. Az  |
 MB2504|                                                           dddmmss.s |
 MB2504| MB2510 RAVENNA B AND O MICROWAVE           APPROX. 1.3 KM 2383856.7 |
 MB2504| MB2546 RAVENNA FLINTKOTE TANK              APPROX. 6.9 KM 2420308.0 |
 MB2504| MB2511 73 037 3 P CO                       APPROX. 1.2 KM 2701258.6 |
 MB2504| MB2505 KAREN                               451.729 METERS 3565551.9 |
 MB2504|---------------------------------------------------------------------|
 MB2504
 MB2504                          SUPERSEDED SURVEY CONTROL
 MB2504
 MB2504  NAD 83(1986)-  41 09 47.48772(N)    081 10 25.82410(W) AD(       ) 2
 MB2504  NAD 27      -  41 09 47.28444(N)    081 10 26.46472(W) AD(       ) 2
 MB2504  NGVD 29 (07/19/86)  360.8    (m)         1184.     (f) VERT ANG       
 MB2504
 MB2504.Superseded values are not recommended for survey control.
 MB2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2504.See file dsdata.txt to determine how the superseded data were derived.
 MB2504
 MB2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8541656887(NAD 83)
 MB2504_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2504+STABILITY: SURFACE MOTION
 MB2504
 MB2504  HISTORY     - Date     Condition        Report By
 MB2504  HISTORY     - 1977     MONUMENTED       OH-133
 MB2504
 MB2504                          STATION DESCRIPTION
 MB2504
 MB2504'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2504'THE STATION IS ABOUT 4-3/4 MILES NORTH OF EDINBURG, 4 MILES
 MB2504'EAST OF RAVENNA, 1-1/4 MILES WEST OF CHARLESTOWN, AND ON THE
 MB2504'RIGHT-OF-WAY OF NEWTON FALLS ROAD, COUNTY HIGHWAY 177.
 MB2504'
 MB2504'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59,
 MB2504'14, AND NEWTON FALLS ROAD, JUST EAST OF RAVENNA,
 MB2504'GO EAST ON NEWTON FALLS ROAD FOR
 MB2504'2.45 MILES TO THE TOP OF A HILL AND THE STATION IN THE ROADWAY
 MB2504'NORTH OF THE CENTERLINE.
 MB2504'
 MB2504'STATION MARKS, STAMPED---73-038-1 1977---, ARE PORTAGE COUNTY
 MB2504'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2504'CYLINDRICAL CONCRETE POST AND 8 INCHES BELOW THE ROAD
 MB2504'SURFACE.  IT IS 31.9 FEET SOUTHEAST OF A 12-INCH MAPLE TREE,
 MB2504'30.8 FEET NORTHWEST OF TELEPHONE POLE NUMBER 3/93, 23.2 FEET
 MB2504'SOUTHEAST OF POWER POLE NUMBER CT 461, AND 6.8 FEET NORTH OF
 MB2504'THE CENTERLINE OF NEWTON FALLS ROAD.  THE UNDERGROUND DISK IS
 MB2504'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 MB2504'GROUND SURFACE.
 MB2504'
 MB2504'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2504'LIGHT ABOVE STATION MARK WAS 2.0 METERS.
 MB2504'STATIONS 73 037 3 P CO AND 73 033 1 P CO CAN BE USED AS
 MB2504'AZIMUTH MARKS.
 MB2504'
 MB2504'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2347 ***********************************************************************
 MB2347  DESIGNATION -  73 043 1 P CO
 MB2347  PID         -  MB2347
 MB2347  STATE/COUNTY-  OH/PORTAGE
 MB2347  USGS QUAD   -  WINDHAM (1994)
 MB2347
 MB2347                         *CURRENT SURVEY CONTROL
 MB2347  ___________________________________________________________________
 MB2347* NAD 83(1995)-  41 09 46.52783(N)    081 07 07.18110(W)     ADJUSTED  
 MB2347* NAVD 88     -       335.4    (meters)    1100.     (feet)  VERTCON   
 MB2347  ___________________________________________________________________
 MB2347  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 MB2347  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB2347
 MB2347  HORZ ORDER  -  SECOND
 MB2347
 MB2347.The horizontal coordinates were established by classical geodetic methods
 MB2347.and adjusted by the National Geodetic Survey in April 1998..
 MB2347
 MB2347.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2347
 MB2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2347
 MB2347.The geoid height was determined by GEOID03.
 MB2347
 MB2347;                    North         East     Units Scale Factor Converg.
 MB2347;SPC OH N     -   167,071.658   715,920.782   MT  0.99994052   +0 54 26.9
 MB2347;UTM  17      - 4,556,850.257   490,045.007   MT  0.99960122   -0 04 41.2
 MB2347
 MB2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2347!SPC OH N     -   0.99995266  x   0.99994052  =   0.99989319
 MB2347!UTM  17      -   0.99995266  x   0.99960122  =   0.99955390
 MB2347
 MB2347:                Primary Azimuth Mark                     Grid Az
 MB2347:SPC OH N     -  73 033 1 P CO                            269 13 01.5
 MB2347:UTM  17      -  73 033 1 P CO                            270 12 09.6
 MB2347
 MB2347|---------------------------------------------------------------------|
 MB2347| PID    Reference Object                     Distance      Geod. Az  |
 MB2347|                                                           dddmmss.s |
 MB2347| MB2497 73 033 1 P CO                       APPROX. 2.5 KM 2700728.4 |
 MB2347|---------------------------------------------------------------------|
 MB2347
 MB2347                          SUPERSEDED SURVEY CONTROL
 MB2347
 MB2347  NAD 83(1986)-  41 09 46.53416(N)    081 07 07.18191(W) AD(       ) 2
 MB2347  NAD 27      -  41 09 46.33135(N)    081 07 07.83157(W) AD(       ) 2
 MB2347  NGVD 29 (07/19/86)  335.6    (m)         1101.     (f) VERT ANG       
 MB2347
 MB2347.Superseded values are not recommended for survey control.
 MB2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2347.See file dsdata.txt to determine how the superseded data were derived.
 MB2347
 MB2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9004556850(NAD 83)
 MB2347_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2347+STABILITY: SURFACE MOTION
 MB2347
 MB2347  HISTORY     - Date     Condition        Report By
 MB2347  HISTORY     - 1977     MONUMENTED       OH-133
 MB2347
 MB2347                          STATION DESCRIPTION
 MB2347
 MB2347'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2347'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF WINDHAM, 5-1/2
 MB2347'MILES SOUTHEAST OF FREEDOM, 2-1/2 MILES EAST OF AUGERBURG, AND ON
 MB2347'THE RIGHT-OF-WAY OF NEWTON FALLS ROAD, COUNTY HIGHWAY 177.
 MB2347'
 MB2347'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2347'AND 14, AND NEWTON FALLS ROAD JUST EAST OF
 MB2347'RAVENNA, GO EAST ON NEWTON
 MB2347'FALLS ROAD FOR 5.4 MILES TO THE STATION
 MB2347'ON THE LEFT.
 MB2347'
 MB2347'STATION MARK, STAMPED---73-043-1 1977---, IS A PORTAGE COUNTY
 MB2347'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2347'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 87.0 FEET
 MB2347'NORTHWEST OF TELEPHONE POLE NUMBER CT 39, 42.7 FEET EAST OF A
 MB2347'TELEPHONE POLE, AND 17 FEET NORTH OF THE CENTERLINE OF NEWTON
 MB2347'FALLS ROAD.
 MB2347'
 MB2347'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2347'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2347'STATIONS 73 028 1 P CO AND 73 033 1 P CO CAN BE USED AS
 MB2347'AZIMUTH MARKS.
 MB2347'
 MB2347'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2550 ***********************************************************************
 MB2550  DESIGNATION -  73 074 1 P CO
 MB2550  PID         -  MB2550
 MB2550  STATE/COUNTY-  OH/PORTAGE
 MB2550  USGS QUAD   -  RAVENNA (1994)
 MB2550
 MB2550                         *CURRENT SURVEY CONTROL
 MB2550  ___________________________________________________________________
 MB2550* NAD 83(1995)-  41 12 06.83978(N)    081 10 07.34072(W)     ADJUSTED  
 MB2550* NAVD 88     -       370.6    (meters)    1216.     (feet)  VERTCON   
 MB2550  ___________________________________________________________________
 MB2550  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 MB2550  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2550
 MB2550  HORZ ORDER  -  SECOND
 MB2550
 MB2550.The horizontal coordinates were established by classical geodetic methods
 MB2550.and adjusted by the National Geodetic Survey in April 1998..
 MB2550
 MB2550.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2550
 MB2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2550
 MB2550.The geoid height was determined by GEOID03.
 MB2550
 MB2550;                    North         East     Units Scale Factor Converg.
 MB2550;SPC OH N     -   171,334.111   711,655.369   MT  0.99994187   +0 52 28.5
 MB2550;UTM  17      - 4,561,183.982   485,854.969   MT  0.99960246   -0 06 40.1
 MB2550
 MB2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2550!SPC OH N     -   0.99994714  x   0.99994187  =   0.99988901
 MB2550!UTM  17      -   0.99994714  x   0.99960246  =   0.99954962
 MB2550
 MB2550:                Primary Azimuth Mark                     Grid Az
 MB2550:SPC OH N     -  74 094 1 P CO                            088 01 55.0
 MB2550:UTM  17      -  74 094 1 P CO                            089 01 03.6
 MB2550
 MB2550|---------------------------------------------------------------------|
 MB2550| PID    Reference Object                     Distance      Geod. Az  |
 MB2550|                                                           dddmmss.s |
 MB2550| MB2498 74 094 1 P CO                       APPROX. 0.8 KM 0885423.5 |
 MB2550| MB2503 74 092 1 P CO                       391.357 METERS 27143     |
 MB2550|---------------------------------------------------------------------|
 MB2550
 MB2550                          SUPERSEDED SURVEY CONTROL
 MB2550
 MB2550  NAD 83(1986)-  41 12 06.84683(N)    081 10 07.34148(W) AD(       ) 2
 MB2550  NAD 27      -  41 12 06.64414(N)    081 10 07.98256(W) AD(       ) 2
 MB2550  NGVD 29 (07/19/86)  370.8    (m)         1217.     (f) VERT ANG       
 MB2550
 MB2550.Superseded values are not recommended for survey control.
 MB2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2550.See file dsdata.txt to determine how the superseded data were derived.
 MB2550
 MB2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8585561184(NAD 83)
 MB2550_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2550+STABILITY: SURFACE MOTION
 MB2550
 MB2550  HISTORY     - Date     Condition        Report By
 MB2550  HISTORY     - 1977     MONUMENTED       OH-133
 MB2550
 MB2550                          STATION DESCRIPTION
 MB2550
 MB2550'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2550'THE STATION IS ABOUT 4 MILES SOUTHEAST OF SHALERSVILLE, 3 MILES
 MB2550'NORTHWEST OF CHARLESTOWN, 2-3/4 MILES SOUTHWEST OF FREEDOM, AND
 MB2550'ON RIGHT-OF-WAY OF VAIR ROAD, TOWNSHIP HIGHWAY 175.
 MB2550'
 MB2550'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2550'AND 88 NORTH OF RAVENNA, GO
 MB2550'NORTHEAST ON STATE ROUTE 88 FOR 4.1 MILES TO THE INTERSECTION
 MB2550'OF KING ROAD, TOWNSHIP HIGHWAY 229, ON THE RIGHT.  TURN SHARP
 MB2550'RIGHT AND GO SOUTH ON KING ROAD FOR 0.85 MILE TO THE INTERSECTION
 MB2550'OF VAIR ROAD AND AZIMUTH MARK 74 092 1 P CO
 MB2550'ON THE NORTHWEST CORNER OF THE INTERSECTION.  TURN LEFT
 MB2550'AND GO EAST ON VAIR ROAD FOR 0.25 MILE TO THE STATION ON THE
 MB2550'RIGHT.  CONTINUE EAST ON VAIR ROAD FOR 0.45 MILE TO AZIMUTH
 MB2550'MARK 74 094 1 P CO ON THE LEFT.
 MB2550'
 MB2550'STATION MARKS, STAMPED---73-074-1 1977---, ARE PORTAGE COUNTY
 MB2550'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2550'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2550'SURFACE.  IT IS 132.6 FEET WEST OF POWER AND TELEPHONE POLE
 MB2550'NUMBER 121/6 1/2, 94.0 FEET SOUTHWEST OF A 24-INCH MAPLE TREE,
 MB2550'43.5 FEET NORTHEAST OF A 30-INCH MAPLE TREE, 22.2 FEET SOUTH OF
 MB2550'THE CENTERLINE OF VAIR ROAD, AND 19.9 FEET EAST OF TELEPHONE
 MB2550'AND POWER POLE NUMBER 21/6.  THE UNDERGROUND DISK IS SET IN
 MB2550'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2550'GROUND SURFACE.
 MB2550'
 MB2550'AZIMUTH MARK 74 092 1 P CO, STAMPED---74-092-1 1977---,
 MB2550'IS A PORTAGE COUNTY
 MB2550'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2550'POST AND 8 INCHES BELOW THE SURFACE OF THE ROAD.  IT IS
 MB2550'109.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE,
 MB2550'ADDRESS NUMBER 7763 KING ROAD, 80.5 FEET EAST OF A 12-INCH
 MB2550'WILD CHERRY TREE, 65.0 FEET SOUTHWEST OF A POWER POLE, 38.4
 MB2550'FEET NORTHEAST OF TELEPHONE POLE NUMBER 58/20, AND 17.1 FEET
 MB2550'NORTH OF THE CENTERLINE OF VAIR ROAD.
 MB2550'
 MB2550'AZIMUTH MARK 74 094 1 P CO, STAMPED---74-094-1 1977---,
 MB2550'IS A PORTAGE COUNTY
 MB2550'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2550'POST AND FLUSH WITH THE GROUND SURFACE.  IT IS 139.0 FEET
 MB2550'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, ADDRESS NUMBER
 MB2550'6519, 135 FEET WEST OF A 24-INCH MAPLE TREE, 92.8 FEET
 MB2550'NORTHWEST OF TELEPHONE POLE NUMBER 121/17, 17.9 FEET NORTH OF
 MB2550'THE CENTERLINE OF VAIR ROAD, AND 11.5 FEET EAST OF A 24-INCH
 MB2550'MAPLE TREE.
 MB2550'
 MB2550'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2550'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2550'
 MB2550'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0213 ***********************************************************************
 MD0213  DESIGNATION -  731
 MD0213  PID         -  MD0213
 MD0213  STATE/COUNTY-  OH/PUTNAM
 MD0213  USGS QUAD   -  OTTAWA (1977)
 MD0213
 MD0213                         *CURRENT SURVEY CONTROL
 MD0213  ___________________________________________________________________
 MD0213* NAD 83(1986)-  41 01 09.     (N)    084 02 57.     (W)     SCALED    
 MD0213* NAVD 88     -       222.514  (meters)     730.03   (feet)  ADJUSTED  
 MD0213  ___________________________________________________________________
 MD0213  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MD0213  DYNAMIC HT  -         222.407 (meters)     729.68  (feet)  COMP
 MD0213  MODELED GRAV-     980,140.4   (mgal)                       NAVD 88
 MD0213
 MD0213  VERT ORDER  -  FIRST     CLASS II
 MD0213
 MD0213.The horizontal coordinates were scaled from a topographic map and have
 MD0213.an estimated accuracy of +/- 6 seconds.
 MD0213
 MD0213.The orthometric height was determined by differential leveling
 MD0213.and adjusted by the National Geodetic Survey in June 1991..
 MD0213
 MD0213.The geoid height was determined by GEOID03.
 MD0213
 MD0213.The dynamic height is computed by dividing the NAVD 88
 MD0213.geopotential number by the normal gravity value computed on the
 MD0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0213.degrees latitude (g = 980.6199 gals.).
 MD0213
 MD0213.The modeled gravity was interpolated from observed gravity values.
 MD0213
 MD0213;                    North         East    Units  Estimated Accuracy
 MD0213;SPC OH N     -   151,350.      469,710.      MT  (+/- 180 meters Scaled)
 MD0213
 MD0213                          SUPERSEDED SURVEY CONTROL
 MD0213
 MD0213  NGVD 29 (??/??/92)  222.688  (m)          730.60   (f) ADJ UNCH    1 2
 MD0213
 MD0213.Superseded values are not recommended for survey control.
 MD0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0213.See file dsdata.txt to determine how the superseded data were derived.
 MD0213
 MD0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL481450(NAD 83)
 MD0213_MARKER: DD = SURVEY DISK
 MD0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0213_SP_SET: WATER TABLE
 MD0213_STAMPING: 731 1903 ADJ
 MD0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0213
 MD0213  HISTORY     - Date     Condition        Report By
 MD0213  HISTORY     - 1903     MONUMENTED       USGS
 MD0213  HISTORY     - 1954     GOOD             NGS
 MD0213
 MD0213                          STATION DESCRIPTION
 MD0213
 MD0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MD0213'AT OTTAWA.
 MD0213'AT OTTAWA, AT THE INTERSECTION OF WEST MAIN AND WALNUT STREETS,
 MD0213'ABOUT 1 BLOCK WEST OF THE BALTIMORE AND OHIO RAILROAD TRACKS,
 MD0213'ON THE EAST SIDE OF DUMONT HOTEL BUILDING, SET VERTICALLY IN
 MD0213'THE EAST FACE OF THE STONE WATER TABLE OF 3-STORY HOTEL
 MD0213'BUILDING, 55 1/2 FEET NORTH OF NORTH CURB OF WEST MAIN STREET,
 MD0213'12 FEET WEST OF WEST CURB OF WALNUT STREET, 40 FEET NORTH OF
 MD0213'SOUTHEAST CORNER OF HOTEL BUILDING, 6 FEET SOUTH OF EAST
 MD0213'ENTRANCE TO HOTEL AND 3.2 FEET ABOVE LEVEL OF SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0716 ***********************************************************************
 KZ0716  DESIGNATION -  731
 KZ0716  PID         -  KZ0716
 KZ0716  STATE/COUNTY-  OH/MUSKINGUM
 KZ0716  USGS QUAD   -  TRINWAY (1981)
 KZ0716
 KZ0716                         *CURRENT SURVEY CONTROL
 KZ0716  ___________________________________________________________________
 KZ0716* NAD 83(1986)-  40 08 35.     (N)    082 00 52.     (W)     SCALED    
 KZ0716* NAVD 88     -       222.637  (meters)     730.43   (feet)  ADJUSTED  
 KZ0716  ___________________________________________________________________
 KZ0716  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KZ0716  DYNAMIC HT  -         222.521 (meters)     730.05  (feet)  COMP
 KZ0716  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 KZ0716
 KZ0716  VERT ORDER  -  FIRST     CLASS II
 KZ0716
 KZ0716.The horizontal coordinates were scaled from a topographic map and have
 KZ0716.an estimated accuracy of +/- 6 seconds.
 KZ0716
 KZ0716.The orthometric height was determined by differential leveling
 KZ0716.and adjusted by the National Geodetic Survey in June 1991..
 KZ0716
 KZ0716.The geoid height was determined by GEOID03.
 KZ0716
 KZ0716.The dynamic height is computed by dividing the NAVD 88
 KZ0716.geopotential number by the normal gravity value computed on the
 KZ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0716.degrees latitude (g = 980.6199 gals.).
 KZ0716
 KZ0716.The modeled gravity was interpolated from observed gravity values.
 KZ0716
 KZ0716;                    North         East    Units  Estimated Accuracy
 KZ0716;SPC OH S     -   238,030.      641,380.      MT  (+/- 180 meters Scaled)
 KZ0716
 KZ0716                          SUPERSEDED SURVEY CONTROL
 KZ0716
 KZ0716  NGVD 29 (??/??/92)  222.860  (m)          731.17   (f) ADJ UNCH    1 2
 KZ0716
 KZ0716.Superseded values are not recommended for survey control.
 KZ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0716.See file dsdata.txt to determine how the superseded data were derived.
 KZ0716
 KZ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME135441(NAD 83)
 KZ0716_MARKER: DD = SURVEY DISK
 KZ0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0716_SP_SET: CIRCULAR CELLAR CASING WALL
 KZ0716_STAMPING: OHIO 731
 KZ0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0716
 KZ0716  HISTORY     - Date     Condition        Report By
 KZ0716  HISTORY     - UNK      MONUMENTED       USGS
 KZ0716  HISTORY     - 1959     GOOD             NGS
 KZ0716  HISTORY     - 1969     GOOD             NGS
 KZ0716
 KZ0716                          STATION DESCRIPTION
 KZ0716
 KZ0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0716'AT TRINWAY.
 KZ0716'AT TRINWAY, ALONG THE PENNSYLVANIA RAILROAD, AT THE RAILROAD
 KZ0716'STATION, 7.2 FEET EAST OF THE SOUTHWEST CORNER OF THE
 KZ0716'STATION, IN TOP OF THE STONE CIRCULAR CELLAR CASING WALL, 3 FEET
 KZ0716'SOUTH OF THE SOUTH FACE OF STATION, AND FLUSH WITH THE BRICK
 KZ0716'WALK.
 KZ0716
 KZ0716                          STATION RECOVERY (1969)
 KZ0716
 KZ0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KZ0716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0649 ***********************************************************************
 JY0649  DESIGNATION -  731 A
 JY0649  PID         -  JY0649
 JY0649  STATE/COUNTY-  OH/JACKSON
 JY0649  USGS QUAD   -  WELLSTON (1995)
 JY0649
 JY0649                         *CURRENT SURVEY CONTROL
 JY0649  ___________________________________________________________________
 JY0649* NAD 83(1986)-  39 07 24.     (N)    082 32 04.     (W)     SCALED    
 JY0649* NAVD 88     -       222.246  (meters)     729.15   (feet)  ADJUSTED  
 JY0649  ___________________________________________________________________
 JY0649  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JY0649  DYNAMIC HT  -         222.107 (meters)     728.70  (feet)  COMP
 JY0649  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 JY0649
 JY0649  VERT ORDER  -  SECOND    CLASS 0
 JY0649
 JY0649.The horizontal coordinates were scaled from a topographic map and have
 JY0649.an estimated accuracy of +/- 6 seconds.
 JY0649
 JY0649.The orthometric height was determined by differential leveling
 JY0649.and adjusted by the National Geodetic Survey in June 1991..
 JY0649
 JY0649.The geoid height was determined by GEOID03.
 JY0649
 JY0649.The dynamic height is computed by dividing the NAVD 88
 JY0649.geopotential number by the normal gravity value computed on the
 JY0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0649.degrees latitude (g = 980.6199 gals.).
 JY0649
 JY0649.The modeled gravity was interpolated from observed gravity values.
 JY0649
 JY0649;                    North         East    Units  Estimated Accuracy
 JY0649;SPC OH S     -   124,710.      597,020.      MT  (+/- 180 meters Scaled)
 JY0649
 JY0649                          SUPERSEDED SURVEY CONTROL
 JY0649
 JY0649  NGVD 29 (??/??/92)  222.419  (m)          729.72   (f) ADJ UNCH    2 0
 JY0649
 JY0649.Superseded values are not recommended for survey control.
 JY0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0649.See file dsdata.txt to determine how the superseded data were derived.
 JY0649
 JY0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD673315(NAD 83)
 JY0649_MARKER: DD = SURVEY DISK
 JY0649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0649_SP_SET: BUILDING
 JY0649_STAMPING: 731 A
 JY0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0649
 JY0649  HISTORY     - Date     Condition        Report By
 JY0649  HISTORY     - UNK      MONUMENTED       USGS
 JY0649  HISTORY     - 1958     GOOD             NGS
 JY0649  HISTORY     - 1976     GOOD             NGS
 JY0649
 JY0649                          STATION DESCRIPTION
 JY0649
 JY0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0649'AT WELLSTON.
 JY0649'AT WELLSTON, ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAYS 75 AND
 JY0649'327 FROM THE FIRST BAPTIST CHURCH, AT THE CROSSING OF BROADWAY
 JY0649'AND OHIO AVENUE, SET VERTICALLY IN THE EAST FACE AT THE
 JY0649'NORTHEAST CORNER OF THE FIRST NATIONAL BANK BUILDING, 21 FEET
 JY0649'NORTH OF NORTH EDGE OF MAIN EAST ENTRANCE, 1 FOOT SOUTH OF THE
 JY0649'CORNER AND 2 1/2 FEET ABOVE LEVEL OF SIDE WALK.
 JY0649
 JY0649                          STATION RECOVERY (1976)
 JY0649
 JY0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0649'STATE HIGHWAYS ARE NOW 93 AND 327.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0091 ***********************************************************************
 JY0091  DESIGNATION -  734
 JY0091  PID         -  JY0091
 JY0091  STATE/COUNTY-  OH/HOCKING
 JY0091  USGS QUAD   -  LOGAN (1992)
 JY0091
 JY0091                         *CURRENT SURVEY CONTROL
 JY0091  ___________________________________________________________________
 JY0091* NAD 83(1986)-  39 32 55.     (N)    082 26 24.     (W)     SCALED    
 JY0091* NAVD 88     -       223.706  (meters)     733.94   (feet)  ADJUSTED  
 JY0091  ___________________________________________________________________
 JY0091  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY0091  DYNAMIC HT  -         223.574 (meters)     733.51  (feet)  COMP
 JY0091  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 JY0091
 JY0091  VERT ORDER  -  SECOND    CLASS 0
 JY0091
 JY0091.The horizontal coordinates were scaled from a topographic map and have
 JY0091.an estimated accuracy of +/- 6 seconds.
 JY0091
 JY0091.The orthometric height was determined by differential leveling
 JY0091.and adjusted by the National Geodetic Survey in June 1991..
 JY0091
 JY0091.The geoid height was determined by GEOID03.
 JY0091
 JY0091.The dynamic height is computed by dividing the NAVD 88
 JY0091.geopotential number by the normal gravity value computed on the
 JY0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0091.degrees latitude (g = 980.6199 gals.).
 JY0091
 JY0091.The modeled gravity was interpolated from observed gravity values.
 JY0091
 JY0091;                    North         East    Units  Estimated Accuracy
 JY0091;SPC OH S     -   171,920.      605,160.      MT  (+/- 180 meters Scaled)
 JY0091
 JY0091                          SUPERSEDED SURVEY CONTROL
 JY0091
 JY0091  NGVD 29 (??/??/92)  223.829  (m)          734.35   (f) ADJ UNCH    2 0
 JY0091
 JY0091.Superseded values are not recommended for survey control.
 JY0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0091.See file dsdata.txt to determine how the superseded data were derived.
 JY0091
 JY0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD762786(NAD 83)
 JY0091_MARKER: DD = SURVEY DISK
 JY0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0091_SP_SET: BRIDGE
 JY0091_STAMPING: 734.18
 JY0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY0091+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2005
 JY0091
 JY0091  HISTORY     - Date     Condition        Report By
 JY0091  HISTORY     - UNK      MONUMENTED       USGS
 JY0091  HISTORY     - 1936     GOOD             NGS
 JY0091  HISTORY     - 1987     GOOD             OHDT
 JY0091  HISTORY     - 19881220 GOOD             USPSQD
 JY0091  HISTORY     - 20050617 GOOD             GEOCAC
 JY0091
 JY0091                          STATION DESCRIPTION
 JY0091
 JY0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JY0091'2 MI NW FROM LOGAN.
 JY0091'2.0 MILES NORTHWEST ALONG OLD STATE HIGHWAY 31 FROM THE COUNTY
 JY0091'COURTHOUSE AT LOGAN, HOCKING COUNTY, 300 YARDS WEST OF THE HOCKING
 JY0091'VALLEY SILVER FOX CO. PROPERTY, 60 YARDS WEST OF THE RIVERSIDE
 JY0091'TOURIST CAP, 30 YARDS NORTH OF THE NORTH BANK OF HOCKING RIVER, AT
 JY0091'A BRIDGE OVER HARPERS RUN, IN THE TOP OF THE SOUTH WING WALL, 26
 JY0091'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 JY0091'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JY0091'STAMPED 734.18.
 JY0091
 JY0091                          STATION RECOVERY (1987)
 JY0091
 JY0091'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (UNK)
 JY0091'RECOVERED IN GOOD CONDITION.
 JY0091
 JY0091                          STATION RECOVERY (1988)
 JY0091
 JY0091'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JY0091'RECOVERED IN GOOD CONDITION.
 JY0091
 JY0091                          STATION RECOVERY (2005)
 JY0091
 JY0091'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JY0091'2 MI NW FROM LOGAN. 2.0 MILES NORTHWEST ALONG CR 33A (CHEIFTAIN DR)
 JY0091'FROM THE COUNTY COURTHOUSE AT LOGAN, HOCKING COUNTY, 30 YARDS NORTH OF
 JY0091'THE NORTH BANK OF HOCKING RIVER, AT A BRIDGE OVER HARPERS RUN, IN THE
 JY0091'TOP OF THE SOUTH WING WALL, 26 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JY0091'HIGHWAY, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0030 ***********************************************************************
 MC0030  DESIGNATION -  735
 MC0030  PID         -  MC0030
 MC0030  STATE/COUNTY-  OH/LORAIN
 MC0030  USGS QUAD   -  GRAFTON (1979)
 MC0030
 MC0030                         *CURRENT SURVEY CONTROL
 MC0030  ___________________________________________________________________
 MC0030* NAD 83(1986)-  41 21 59.     (N)    082 06 28.     (W)     SCALED    
 MC0030* NAVD 88     -       223.760  (meters)     734.12   (feet)  ADJUSTED  
 MC0030  ___________________________________________________________________
 MC0030  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 MC0030  DYNAMIC HT  -         223.669 (meters)     733.82  (feet)  COMP
 MC0030  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 MC0030
 MC0030  VERT ORDER  -  SECOND    CLASS 0
 MC0030
 MC0030.The horizontal coordinates were scaled from a topographic map and have
 MC0030.an estimated accuracy of +/- 6 seconds.
 MC0030
 MC0030.The orthometric height was determined by differential leveling
 MC0030.and adjusted by the National Geodetic Survey in June 1991..
 MC0030
 MC0030.The geoid height was determined by GEOID03.
 MC0030
 MC0030.The dynamic height is computed by dividing the NAVD 88
 MC0030.geopotential number by the normal gravity value computed on the
 MC0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0030.degrees latitude (g = 980.6199 gals.).
 MC0030
 MC0030.The modeled gravity was interpolated from observed gravity values.
 MC0030
 MC0030;                    North         East    Units  Estimated Accuracy
 MC0030;SPC OH N     -   188,820.      632,820.      MT  (+/- 180 meters Scaled)
 MC0030
 MC0030                          SUPERSEDED SURVEY CONTROL
 MC0030
 MC0030  NGVD 29 (??/??/92)  223.914  (m)          734.62   (f) ADJ UNCH    2 0
 MC0030
 MC0030.Superseded values are not recommended for survey control.
 MC0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0030.See file dsdata.txt to determine how the superseded data were derived.
 MC0030
 MC0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF073800(NAD 83)
 MC0030_MARKER: DD = SURVEY DISK
 MC0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0030_SP_SET: STONE FOUNDATION
 MC0030_STAMPING: 735
 MC0030_MARK LOGO: USGS  
 MC0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0030
 MC0030  HISTORY     - Date     Condition        Report By
 MC0030  HISTORY     - UNK      MONUMENTED       USGS
 MC0030  HISTORY     - 1934     GOOD             CGS
 MC0030  HISTORY     - 19960902 GOOD             USPSQD
 MC0030
 MC0030                          STATION DESCRIPTION
 MC0030
 MC0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0030'AT ELYRIA.
 MC0030'AT ELYRIA, LORAIN COUNTY, AT THE NORTH ENTRANCE TO THE COUNTY
 MC0030'COURTHOUSE, IN THE TOP OF THE NORTHWEST CORNER OF THE FOUNDATION
 MC0030'STONE, 15 FEET WEST OF THE WEST END, 85 FEET EAST OF THE EAST
 MC0030'CURB OF COURT STREET, 77 FEET SOUTH OF THE SOUTH CURB OF SECOND
 MC0030'STREET, AND LEVEL WITH THE GROUND.  A UNITED STATES GEOLOGICAL
 MC0030'SURVEY STANDARD DISK, STAMPED 735.
 MC0030
 MC0030                          STATION RECOVERY (1996)
 MC0030
 MC0030'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1516 ***********************************************************************
 MB1516  DESIGNATION -  735
 MB1516  PID         -  MB1516
 MB1516  STATE/COUNTY-  OH/CUYAHOGA
 MB1516  USGS QUAD   -  LAKEWOOD (1985)
 MB1516
 MB1516                         *CURRENT SURVEY CONTROL
 MB1516  ___________________________________________________________________
 MB1516* NAD 83(1986)-  41 29 33.     (N)    081 49 12.     (W)     SCALED    
 MB1516* NAVD 88     -       193.346  (meters)     634.34   (feet)  ADJUSTED  
 MB1516  ___________________________________________________________________
 MB1516  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 MB1516  DYNAMIC HT  -         193.271 (meters)     634.09  (feet)  COMP
 MB1516  MODELED GRAV-     980,231.7   (mgal)                       NAVD 88
 MB1516
 MB1516  VERT ORDER  -  FIRST     CLASS II
 MB1516
 MB1516.The horizontal coordinates were scaled from a topographic map and have
 MB1516.an estimated accuracy of +/- 6 seconds.
 MB1516
 MB1516.The orthometric height was determined by differential leveling
 MB1516.and adjusted by the National Geodetic Survey in June 1991..
 MB1516
 MB1516.The geoid height was determined by GEOID03.
 MB1516
 MB1516.The dynamic height is computed by dividing the NAVD 88
 MB1516.geopotential number by the normal gravity value computed on the
 MB1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1516.degrees latitude (g = 980.6199 gals.).
 MB1516
 MB1516.The modeled gravity was interpolated from observed gravity values.
 MB1516
 MB1516;                    North         East    Units  Estimated Accuracy
 MB1516;SPC OH N     -   202,980.      656,780.      MT  (+/- 180 meters Scaled)
 MB1516
 MB1516                          SUPERSEDED SURVEY CONTROL
 MB1516
 MB1516  NGVD 29 (06/03/92)  193.587  (m)          635.13   (f) ADJUSTED    1 2
 MB1516
 MB1516.Superseded values are not recommended for survey control.
 MB1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1516.See file dsdata.txt to determine how the superseded data were derived.
 MB1516
 MB1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF315937(NAD 83)
 MB1516_MARKER: DD = SURVEY DISK
 MB1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1516_SP_SET: CONCRETE POST
 MB1516_STAMPING: 735
 MB1516_MARK LOGO: CRGS  
 MB1516_PROJECTION: RECESSED 7 CENTIMETERS
 MB1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1516+STABILITY: SURFACE MOTION
 MB1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1516+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 MB1516
 MB1516  HISTORY     - Date     Condition        Report By
 MB1516  HISTORY     - UNK      MONUMENTED       CRGS
 MB1516  HISTORY     - 1980     GOOD             NGS
 MB1516  HISTORY     - 20040831 GOOD             OHDT
 MB1516
 MB1516                          STATION DESCRIPTION
 MB1516
 MB1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1516'IN LAKEWOOD.
 MB1516'IN LAKEWOOD, AT THE INTERSECTION OF LAKE AND WEBB ROADS, 1.9
 MB1516'KILOMETERS (1.2 MILES) WEST OF THE ENTRANCE ROAD TO LAKEWOOD PARK, SET
 MB1516'AT THE NORTHEAST CORNER OF THE INTERSECTION IN THE CENTER OF THE
 MB1516'SIDEWALK. NOTE-THE MARK IS ENCASED IN A 12-INCH DIAMETER METAL PIPE
 MB1516'WITH COVER IMPRINTED (MON) AND IS FLUSH WITH THE SIDEWALK, 8.84 METERS
 MB1516'(29.0 FEET) NORTH OF THE CENTER LINE OF LAKE ROAD, 7.32 METERS (24.0
 MB1516'FEET) EAST OF THE CENTER LINE OF WEBB ROAD, 1.98 METERS (6.5 FEET)
 MB1516'NORTH OF THE NORTH EDGE OF THE RIM OF A 24-INCH SEWER DRAIN COVER,
 MB1516'1.65 METERS (5.4 FEET) NORTHEAST OF A POWER POLE.
 MB1516'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 MB1516
 MB1516                          STATION RECOVERY (2004)
 MB1516
 MB1516'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1514 ***********************************************************************
 MB1514  DESIGNATION -  737
 MB1514  PID         -  MB1514
 MB1514  STATE/COUNTY-  OH/CUYAHOGA
 MB1514  USGS QUAD   -  LAKEWOOD (1985)
 MB1514
 MB1514                         *CURRENT SURVEY CONTROL
 MB1514  ___________________________________________________________________
 MB1514* NAD 83(1986)-  41 29 35.     (N)    081 47 47.     (W)     SCALED    
 MB1514* NAVD 88     -       194.098  (meters)     636.80   (feet)  ADJUSTED  
 MB1514  ___________________________________________________________________
 MB1514  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 MB1514  DYNAMIC HT  -         194.023 (meters)     636.56  (feet)  COMP
 MB1514  MODELED GRAV-     980,231.3   (mgal)                       NAVD 88
 MB1514
 MB1514  VERT ORDER  -  FIRST     CLASS II
 MB1514
 MB1514.The horizontal coordinates were scaled from a topographic map and have
 MB1514.an estimated accuracy of +/- 6 seconds.
 MB1514
 MB1514.The orthometric height was determined by differential leveling
 MB1514.and adjusted by the National Geodetic Survey in June 1991..
 MB1514
 MB1514.The geoid height was determined by GEOID03.
 MB1514
 MB1514.The dynamic height is computed by dividing the NAVD 88
 MB1514.geopotential number by the normal gravity value computed on the
 MB1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1514.degrees latitude (g = 980.6199 gals.).
 MB1514
 MB1514.The modeled gravity was interpolated from observed gravity values.
 MB1514
 MB1514;                    North         East    Units  Estimated Accuracy
 MB1514;SPC OH N     -   203,050.      658,750.      MT  (+/- 180 meters Scaled)
 MB1514
 MB1514                          SUPERSEDED SURVEY CONTROL
 MB1514
 MB1514  NGVD 29 (06/03/92)  194.338  (m)          637.59   (f) ADJUSTED    1 2
 MB1514
 MB1514.Superseded values are not recommended for survey control.
 MB1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1514.See file dsdata.txt to determine how the superseded data were derived.
 MB1514
 MB1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF335937(NAD 83)
 MB1514_MARKER: DD = SURVEY DISK
 MB1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1514_SP_SET: CONCRETE POST
 MB1514_STAMPING: 737
 MB1514_MARK LOGO: CRGS  
 MB1514_PROJECTION: RECESSED 7 CENTIMETERS
 MB1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1514+STABILITY: SURFACE MOTION
 MB1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1514+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 MB1514
 MB1514  HISTORY     - Date     Condition        Report By
 MB1514  HISTORY     - UNK      MONUMENTED       CRGS
 MB1514  HISTORY     - 1980     GOOD             NGS
 MB1514  HISTORY     - 20040831 GOOD             OHDT
 MB1514
 MB1514                          STATION DESCRIPTION
 MB1514
 MB1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1514'IN LAKEWOOD.
 MB1514'IN LAKEWOOD, AT THE JUNCTION OF LAKE ROAD AND THE ENTRANCE ROAD OF
 MB1514'LAKEWOOD PARK, SET IN THE NORTHEAST CORNER OF THE JUNCTION IN THE
 MB1514'CENTER OF THE SIDEWALK, NOTE-THE MARK IS ENCASED IN A 12-INCH
 MB1514'DIAMETER METAL PIPE WITH A COVER IMPRINTED (MON) AND IS FLUSH WITH
 MB1514'THE SIDEWALK, 13.57 METERS (44.5 FEET) NORTH OF THE CENTER LINE OF
 MB1514'LAKE ROAD, 8.85 METERS (29.0 FEET) EAST OF THE CENTER OF THE ENTRANCE
 MB1514'ROAD TO THE PARK, 8.68 METERS (28.5 FEET) NORTHWEST OF POWER POLE
 MB1514'14748, 1.12 METERS (3.7 FEET) SOUTH OF THE NORTH EDGE OF THE SIDEWALK.
 MB1514
 MB1514                          STATION RECOVERY (2004)
 MB1514
 MB1514'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0104 ***********************************************************************
 JY0104  DESIGNATION -  737
 JY0104  PID         -  JY0104
 JY0104  STATE/COUNTY-  OH/HOCKING
 JY0104  USGS QUAD   -  LOGAN (1992)
 JY0104
 JY0104                         *CURRENT SURVEY CONTROL
 JY0104  ___________________________________________________________________
 JY0104* NAD 83(1986)-  39 32 56.     (N)    082 23 42.     (W)     SCALED    
 JY0104* NAVD 88     -       224.522  (meters)     736.62   (feet)  POSTED    
 JY0104  ___________________________________________________________________
 JY0104  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY0104  DYNAMIC HT  -         224.390 (meters)     736.19  (feet)  COMP
 JY0104  MODELED GRAV-     980,034.2   (mgal)                       NAVD 88
 JY0104
 JY0104  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JY0104
 JY0104.The horizontal coordinates were scaled from a topographic map and have
 JY0104.an estimated accuracy of +/- 6 seconds.
 JY0104
 JY0104.The orthometric height was determined by differential leveling
 JY0104.and adjusted by the National Geodetic Survey in 1992..
 JY0104.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JY0104.rate greater than 8.0 mm/km.
 JY0104
 JY0104.The geoid height was determined by GEOID03.
 JY0104
 JY0104.The dynamic height is computed by dividing the NAVD 88
 JY0104.geopotential number by the normal gravity value computed on the
 JY0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0104.degrees latitude (g = 980.6199 gals.).
 JY0104
 JY0104.The modeled gravity was interpolated from observed gravity values.
 JY0104
 JY0104;                    North         East    Units  Estimated Accuracy
 JY0104;SPC OH S     -   171,950.      609,030.      MT  (+/- 180 meters Scaled)
 JY0104
 JY0104                          SUPERSEDED SURVEY CONTROL
 JY0104
 JY0104  NGVD 29 (??/??/92)  224.677  (m)          737.13   (f) ADJ UNCH    2 0
 JY0104
 JY0104.Superseded values are not recommended for survey control.
 JY0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0104.See file dsdata.txt to determine how the superseded data were derived.
 JY0104
 JY0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD801786(NAD 83)
 JY0104_MARKER: DD = SURVEY DISK
 JY0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0104_SP_SET: BRIDGE
 JY0104_STAMPING: 737
 JY0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0104
 JY0104  HISTORY     - Date     Condition        Report By
 JY0104  HISTORY     - UNK      MONUMENTED       USGS
 JY0104  HISTORY     - 1934     GOOD             NGS
 JY0104  HISTORY     - 19881227 POOR             USPSQD
 JY0104  HISTORY     - 20051227 MARK NOT FOUND   GEOCAC
 JY0104
 JY0104                          STATION DESCRIPTION
 JY0104
 JY0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY0104'1.2 MI NE FROM LOGAN.
 JY0104'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 75 FROM THE POST OFFICE
 JY0104'AT LOGAN, HOCKING COUNTY, 0.2 MILE SOUTH OF THE C.H. COHAGEN
 JY0104'SERVICE STATION, AT THE EAST SIDE OF A CONCRETE BRIDGE, IN THE
 JY0104'TOP OF THE SOUTH WING WALL, 21 FEET EAST OF THE CENTERLINE OF THE
 JY0104'HIGHWAY, AND LEVEL WITH THE ROADWAY.  A UNITED STATES GEOLOGICAL
 JY0104'SURVEY STANDARD DISK, STAMPED 737.
 JY0104
 JY0104                          STATION RECOVERY (1988)
 JY0104
 JY0104'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JY0104'MARK RECOVERED IN POOR CONDITION.
 JY0104
 JY0104                          STATION RECOVERY (2005)
 JY0104
 JY0104'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JY0104'THE BRIDGE HAS BEEN REPLACED AND THE DISK DESCRIBED IN 1934 IS
 JY0104'PRESUMED DESTROYED.
 JY0104' 
 JY0104'A NGS DISK STAMPED '737 RESET 1988' IS MOUNTED ON THE TOP OF THE SOUTH
 JY0104'ABUTMENT EAST OF THE GUARDRAIL AND LEVEL WITH THE PAVEMENT.
 JY0104' 
 JY0104' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0234 ***********************************************************************
 MD0234  DESIGNATION -  739
 MD0234  PID         -  MD0234
 MD0234  STATE/COUNTY-  OH/PAULDING
 MD0234  USGS QUAD   -  PAYNE (1973)
 MD0234
 MD0234                         *CURRENT SURVEY CONTROL
 MD0234  ___________________________________________________________________
 MD0234* NAD 83(1986)-  41 05 03.     (N)    084 37 52.     (W)     SCALED    
 MD0234* NAVD 88     -       224.826  (meters)     737.62   (feet)  ADJUSTED  
 MD0234  ___________________________________________________________________
 MD0234  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MD0234  DYNAMIC HT  -         224.731 (meters)     737.30  (feet)  COMP
 MD0234  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 MD0234
 MD0234  VERT ORDER  -  FIRST     CLASS I
 MD0234
 MD0234.The horizontal coordinates were scaled from a topographic map and have
 MD0234.an estimated accuracy of +/- 6 seconds.
 MD0234
 MD0234.The orthometric height was determined by differential leveling
 MD0234.and adjusted by the National Geodetic Survey in April 1995..
 MD0234
 MD0234.The geoid height was determined by GEOID03.
 MD0234
 MD0234.The dynamic height is computed by dividing the NAVD 88
 MD0234.geopotential number by the normal gravity value computed on the
 MD0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0234.degrees latitude (g = 980.6199 gals.).
 MD0234
 MD0234.The modeled gravity was interpolated from observed gravity values.
 MD0234
 MD0234;                    North         East    Units  Estimated Accuracy
 MD0234;SPC OH N     -   159,600.      420,960.      MT  (+/- 180 meters Scaled)
 MD0234
 MD0234                          SUPERSEDED SURVEY CONTROL
 MD0234
 MD0234  NAVD 88 (06/15/91)  224.831  (m)          737.63   (f) UNKNOWN     1 1
 MD0234  NGVD 29 (01/19/93)  224.980  (m)          738.12   (f) ADJUSTED    1 1
 MD0234
 MD0234.Superseded values are not recommended for survey control.
 MD0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0234.See file dsdata.txt to determine how the superseded data were derived.
 MD0234
 MD0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL989508(NAD 83)
 MD0234_MARKER: DB = BENCH MARK DISK
 MD0234_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MD0234_SP_SET: METAL PIPE IMBEDDED IN GROUND
 MD0234_STAMPING: 739 OHIO
 MD0234_MARK LOGO: USGS  
 MD0234_MAGNETIC: P = MARKER IS A STEEL PIPE
 MD0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0234+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0234
 MD0234  HISTORY     - Date     Condition        Report By
 MD0234  HISTORY     - UNK      MONUMENTED       USGS
 MD0234  HISTORY     - 1968     GOOD             NGS
 MD0234  HISTORY     - 19921020 GOOD             NGS
 MD0234
 MD0234                          STATION DESCRIPTION
 MD0234
 MD0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MD0234'2.5 MI W FROM LATTY.
 MD0234'ABOUT 2.5 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 MD0234'THE CROSSING OF THE PENN CENTRAL RAILROAD AT LATTY, AT THE SMALL
 MD0234'VILLAGE OF BRICETON, AT THE CROSSING OF COUNTY ROAD 87, 53 FEET
 MD0234'NORTHWEST OF THE CENTER OF THE CROSSING, 32 FEET SOUTHEAST OF
 MD0234'THE SOUTHEAST CORNER OF A RESIDENCE, 36 FEET WEST OF THE CENTER
 MD0234'LINE OF THE COUNTY ROAD, 37 FEET NORTH OF THE NORTH RAIL, 177
 MD0234'FEET NORTHEAST OF AND ACROSS THE TRACK FROM BENCH MARK J 315
 MD0234'1968 DESCRIBED, A USGS CAP ON PIPE PROJECTING 1/2 FOOT ABOVE THE
 MD0234'LEVEL OF THE GROUND AND 5 FEET BELOW THE LEVEL OF THE TRACK.
 MD0234
 MD0234                          STATION RECOVERY (1992)
 MD0234
 MD0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0234'8.5 KM (5.30 MI) EASTERLY ALONG STATE HIGHWAY 613 FROM THE POST
 MD0234'OFFICE IN PAYNE, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG COUNTY ROAD
 MD0234'87, 11.4 M (37.4 FT) NORTH OF THE NEAR RAIL, 10.6 M (34.8 FT) WEST OF
 MD0234'THE ROAD CENTER, 4.7 M (15.4 FT) SOUTHWEST OF UTILITY POLE NUMBER
 MD0234'47.7D4 6, 4.3 M (14.1 FT) EAST-NORTHEAST OF A UTILITY POLE, AND 1.8 M
 MD0234'(5.9 FT) BELOW THE LEVEL OF THE TRACK.  NOTE--THE DISK IS AFFIXED TO
 MD0234'A 4-INCH METAL PIPE AND PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 MD0234'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0995 ***********************************************************************
 MB0995  DESIGNATION -  74
 MB0995  PID         -  MB0995
 MB0995  STATE/COUNTY-  OH/ASHTABULA
 MB0995  USGS QUAD   -  NORTH KINGSVILLE (1994)
 MB0995
 MB0995                         *CURRENT SURVEY CONTROL
 MB0995  ___________________________________________________________________
 MB0995* NAD 83(1986)-  41 53 41.     (N)    080 44 18.     (W)     SCALED    
 MB0995* NAVD 88     -       197.287  (meters)     647.27   (feet)  POSTED    
 MB0995  ___________________________________________________________________
 MB0995  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 MB0995  DYNAMIC HT  -         197.220 (meters)     647.05  (feet)  COMP
 MB0995  MODELED GRAV-     980,261.9   (mgal)                       NAVD 88
 MB0995
 MB0995  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MB0995
 MB0995.The horizontal coordinates were scaled from a topographic map and have
 MB0995.an estimated accuracy of +/- 6 seconds.
 MB0995
 MB0995.The orthometric height was determined by differential leveling
 MB0995.and adjusted by the National Geodetic Survey in 1992..
 MB0995.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MB0995.rate of 1.1 thru 2.0 mm/km.
 MB0995
 MB0995.The geoid height was determined by GEOID03.
 MB0995
 MB0995.The dynamic height is computed by dividing the NAVD 88
 MB0995.geopotential number by the normal gravity value computed on the
 MB0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0995.degrees latitude (g = 980.6199 gals.).
 MB0995
 MB0995.The modeled gravity was interpolated from observed gravity values.
 MB0995
 MB0995;                    North         East    Units  Estimated Accuracy
 MB0995;SPC OH N     -   248,910.      746,190.      MT  (+/- 180 meters Scaled)
 MB0995
 MB0995                          SUPERSEDED SURVEY CONTROL
 MB0995
 MB0995  NGVD 29 (??/??/92)  197.542  (m)          648.10   (f) ADJ UNCH    1 2
 MB0995
 MB0995.Superseded values are not recommended for survey control.
 MB0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0995.See file dsdata.txt to determine how the superseded data were derived.
 MB0995
 MB0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG217381(NAD 83)
 MB0995_MARKER: B = BOLT
 MB0995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0995_SP_SET: CULVERT
 MB0995_MARK LOGO: NYCRR 
 MB0995_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0995
 MB0995  HISTORY     - Date     Condition        Report By
 MB0995  HISTORY     - 1981     MONUMENTED       NYCRR
 MB0995  HISTORY     - 1934     GOOD             NGS
 MB0995  HISTORY     - 1981     POOR             NGS
 MB0995  HISTORY     - 19931029 POOR             OHDT
 MB0995  HISTORY     - 19960616 MARK NOT FOUND   USPSQD
 MB0995
 MB0995                          STATION DESCRIPTION
 MB0995
 MB0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MB0995'3.1 MI E FROM ASHTABULA.
 MB0995'3.1 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MB0995'STATION AT ASHTABULA, ASHTABULA COUNTY, 16 RAILS EAST OF AUTOMATIC
 MB0995'SIGNAL 1264, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST
 MB0995'CORNER OF THE SOUTH HEADWALL, 7.8 FEET SOUTH OF THE SOUTH RAIL,
 MB0995'AND 1 FOOT LOWER THAN THE BASE OF THE RAIL.  AN IRON BOLT.
 MB0995
 MB0995                          STATION RECOVERY (1981)
 MB0995
 MB0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB0995'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.
 MB0995'5.0 KILOMETERS (3.1 MILES) EAST ALONG THE CONRAIL RAILROAD FROM THE
 MB0995'CONRAIL RAILROAD STATION IN ASHTABULA, SET IN THE SOUTHWEST CORNER OF
 MB0995'THE SOUTH HEADWALL, 6.22 METERS (20.4 FEET) SOUTH-SOUTHEAST OF THE
 MB0995'SOUTH RAIL OF THE MOST SOUTHERLY SET OF TRACKS.  NOTE--THE MARK WAS
 MB0995'RECOVERED IN VERY POOR CONDITION AND NOT LEVELED TO AT THIS TIME.
 MB0995'NOTE--BOLT MAY BE COVERED BY DIRT AND ROCK.
 MB0995'THE MARK IS 0.30 M BELOW BASE OF RAIL.
 MB0995
 MB0995                          STATION RECOVERY (1993)
 MB0995
 MB0995'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0995'----- REPORT BY OHDT ---------1993--------- CONDITION - POOR ------
 MB0995' 
 MB0995'NOTE** ON INTERSTATE 20 HEADING WEST FROM NORTH KINGSVILLE GO 3.8
 MB0995'MILES (6.1 KM) TILL TILLOTSON ROAD, TURN RIGHT (NORTH) FOLLOW ROAD
 MB0995'TILL YOU REACH THE TRACKS VEER RIGHT FOR .1 MILES. (0.2 KM) STATION IS
 MB0995'ON THE RIGHT, 11 FEET (3.4 M) EAST OF US TELECOM MARKER POST OH
 MB0995'040072, MARK IS 2.5 FEET (0.8 M) BELOW THE TRACKS.
 MB0995
 MB0995                          STATION RECOVERY (1996)
 MB0995
 MB0995'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2221 ***********************************************************************
 MB2221  DESIGNATION -  74 001 1 P CO
 MB2221  PID         -  MB2221
 MB2221  STATE/COUNTY-  OH/PORTAGE
 MB2221  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2221
 MB2221                         *CURRENT SURVEY CONTROL
 MB2221  ___________________________________________________________________
 MB2221* NAD 83(1995)-  41 16 08.26480(N)    081 06 07.92552(W)     ADJUSTED  
 MB2221* NAVD 88     -       338.9    (meters)    1112.     (feet)  VERTCON   
 MB2221  ___________________________________________________________________
 MB2221  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 MB2221  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2221
 MB2221  HORZ ORDER  -  SECOND
 MB2221
 MB2221.The horizontal coordinates were established by classical geodetic methods
 MB2221.and adjusted by the National Geodetic Survey in April 1998..
 MB2221
 MB2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2221
 MB2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2221
 MB2221.The geoid height was determined by GEOID03.
 MB2221
 MB2221;                    North         East     Units Scale Factor Converg.
 MB2221;SPC OH N     -   178,867.860   717,113.242   MT  0.99994529   +0 55 05.8
 MB2221;UTM  17      - 4,568,620.180   491,439.730   MT  0.99960090   -0 04 02.7
 MB2221
 MB2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2221!SPC OH N     -   0.99995212  x   0.99994529  =   0.99989742
 MB2221!UTM  17      -   0.99995212  x   0.99960090  =   0.99955304
 MB2221
 MB2221:                Primary Azimuth Mark                     Grid Az
 MB2221:SPC OH N     -  64 091 1 P CO                            036 33 36.4
 MB2221:UTM  17      -  64 091 1 P CO                            037 32 44.9
 MB2221
 MB2221|---------------------------------------------------------------------|
 MB2221| PID    Reference Object                     Distance      Geod. Az  |
 MB2221|                                                           dddmmss.s |
 MB2221| MB2216 64 091 1 P CO                       498.470 METERS 0372842.2 |
 MB2221|---------------------------------------------------------------------|
 MB2221
 MB2221                          SUPERSEDED SURVEY CONTROL
 MB2221
 MB2221  NAD 83(1986)-  41 16 08.27176(N)    081 06 07.92461(W) AD(       ) 2
 MB2221  NAD 27      -  41 16 08.07126(N)    081 06 08.57524(W) AD(       ) 2
 MB2221  NGVD 29 (07/19/86)  339.1    (m)         1113.     (f) VERT ANG       
 MB2221
 MB2221.Superseded values are not recommended for survey control.
 MB2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2221.See file dsdata.txt to determine how the superseded data were derived.
 MB2221
 MB2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9144068620(NAD 83)
 MB2221_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2221+STABILITY: SURFACE MOTION
 MB2221
 MB2221  HISTORY     - Date     Condition        Report By
 MB2221  HISTORY     - 1977     MONUMENTED       OH-133
 MB2221
 MB2221                          STATION DESCRIPTION
 MB2221
 MB2221'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2221'THE STATION IS ABOUT 3-1/4 MILES NORTHEAST OF FREEDOM, 3-1/2
 MB2221'MILES SOUTHEAST OF HIRAM, 1-1/2 MILES SOUTHWEST OF
 MB2221'GARRETTSVILLE, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2221'
 MB2221'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2221'AND 303 IN DRAKESBURG, GO NORTHEAST ON STATE ROUTE 88 FOR 2.9
 MB2221'MILES TO THE STATION ON THE LEFT.  CONTINUE NORTHEAST ON STATE
 MB2221'ROUTE 88 FOR 0.25 MILE TO THE INTERSECTION OF HEWINS ROAD,
 MB2221'TOWNSHIP HIGHWAY 233, LIBERTY STREET AND AZIMUTH MARK
 MB2221'64 091 1 P CO IN THE ROADWAY.
 MB2221'
 MB2221'STATION MARK, STAMPED---74-001-1 1977---, IS A PORTAGE COUNTY
 MB2221'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2221'POST THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2221'79.0 FEET SOUTHWEST OF A 36-INCH MAPLE TREE, 51.6 FEET WEST OF
 MB2221'A 26-INCH MAPLE TREE IN THE FRONT YARD OF A HOUSE,
 MB2221'ADDRESS NUMBER 10176, 43.7 FEET NORTHWEST OF TELEPHONE AND
 MB2221'POWER POLE NUMBER 50AL1/16, 31.6 FEET NORTHEAST OF MAILBOX
 MB2221'NUMBER 10170, 28.6 FEET NORTHEAST OF GUY POLE NUMBER
 MB2221'50AL1/17, AND 11.8 FEET WEST OF THE CENTERLINE OF STATE ROUTE
 MB2221'88.
 MB2221'
 MB2221'AZIMUTH MARK 64 091 1 P CO, STAMPED---STATE OF OHIO DEPARTMENT
 MB2221'OF SURVEY---, IS A STATE OF OHIO BRASS DISK 2 INCHES IN DIAMETER
 MB2221'AND ATTACHED TO A 1-INCH IRON ROD THAT IS FLUSH WITH THE ROAD
 MB2221'SURFACE.  IT IS 92.87 FEET NORTHEAST OF A SPIKE AND WASHER
 MB2221'ON TELEPHONE AND POWER POLE NUMBER 52AL1/47, 62.8
 MB2221'FEET SOUTHEAST OF A SPIKE AND WASHER ON A TELEPHONE AND
 MB2221'POWER POLE, AND 36.83 FEET NORTHWEST OF A SPIKE AND WASHER
 MB2221'ON POWER POLE NUMBER 49AK3C/20.
 MB2221'
 MB2221'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2221'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2221'STATION 74 013 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2221'
 MB2221'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2232 ***********************************************************************
 MB2232  DESIGNATION -  74 013 1 P CO
 MB2232  PID         -  MB2232
 MB2232  STATE/COUNTY-  OH/PORTAGE
 MB2232  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2232
 MB2232                         *CURRENT SURVEY CONTROL
 MB2232  ___________________________________________________________________
 MB2232* NAD 83(1995)-  41 15 27.38680(N)    081 06 48.01460(W)     ADJUSTED  
 MB2232* NAVD 88     -       341.4    (meters)    1120.     (feet)  VERTCON   
 MB2232  ___________________________________________________________________
 MB2232  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 MB2232  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2232
 MB2232  HORZ ORDER  -  SECOND
 MB2232
 MB2232.The horizontal coordinates were established by classical geodetic methods
 MB2232.and adjusted by the National Geodetic Survey in April 1998..
 MB2232
 MB2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2232
 MB2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2232
 MB2232.The geoid height was determined by GEOID03.
 MB2232
 MB2232;                    North         East     Units Scale Factor Converg.
 MB2232;SPC OH N     -   177,592.120   716,200.362   MT  0.99994462   +0 54 39.5
 MB2232;UTM  17      - 4,567,360.766   490,505.360   MT  0.99960111   -0 04 29.1
 MB2232
 MB2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2232!SPC OH N     -   0.99995173  x   0.99994462  =   0.99989635
 MB2232!UTM  17      -   0.99995173  x   0.99960111  =   0.99955286
 MB2232
 MB2232:                Primary Azimuth Mark                     Grid Az
 MB2232:SPC OH N     -  74 023 1 P CO                            217 33 14.7
 MB2232:UTM  17      -  74 023 1 P CO                            218 32 23.3
 MB2232
 MB2232|---------------------------------------------------------------------|
 MB2232| PID    Reference Object                     Distance      Geod. Az  |
 MB2232|                                                           dddmmss.s |
 MB2232| MB2227 74 023 1 P CO                       APPROX. 0.6 KM 2182754.2 |
 MB2232|---------------------------------------------------------------------|
 MB2232
 MB2232                          SUPERSEDED SURVEY CONTROL
 MB2232
 MB2232  NAD 83(1986)-  41 15 27.39386(N)    081 06 48.01387(W) AD(       ) 2
 MB2232  NAD 27      -  41 15 27.19290(N)    081 06 48.66317(W) AD(       ) 2
 MB2232  NGVD 29 (07/19/86)  341.6    (m)         1121.     (f) VERT ANG       
 MB2232
 MB2232.Superseded values are not recommended for survey control.
 MB2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2232.See file dsdata.txt to determine how the superseded data were derived.
 MB2232
 MB2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9050567361(NAD 83)
 MB2232_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2232+STABILITY: SURFACE MOTION
 MB2232
 MB2232  HISTORY     - Date     Condition        Report By
 MB2232  HISTORY     - 1977     MONUMENTED       OH-133
 MB2232
 MB2232                          STATION DESCRIPTION
 MB2232
 MB2232'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2232'THE STATION IS ABOUT 4 MILES SOUTHEAST OF HIRAM, 3-3/4 MILES
 MB2232'NORTHWEST OF WINDHAM, 2-1/2 MILES NORTHWEST OF FREEDOM,
 MB2232'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2232'
 MB2232'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 303
 MB2232'AND 88 IN DRAKESBURG, GO NORTHEAST ON
 MB2232'STATE ROUTE 88 FOR 1.5 MILES TO AZIMUTH MARK 74 023 1 P CO ON
 MB2232'THE LEFT.  CONTINUE NORTHEAST ON STATE ROUTE 88 FOR 0.4 MILE TO
 MB2232'THE STATION ON THE RIGHT.
 MB2232'
 MB2232'STATION MARKS, STAMPED---74-013-1 1977---, ARE PORTAGE COUNTY
 MB2232'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2232'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2232'SURFACE.  IT IS 123.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MB2232'A ONE STORY FRAME HOUSE, 86.5 FEET SOUTHEAST OF AN 18-INCH
 MB2232'MAPLE TREE, 67.0 FEET EAST OF TELEPHONE POLE NUMBER 9/3,
 MB2232'33.4 FEET NORTHEAST OF POWER POLE NUMBER 51AL/2, AND 24.7
 MB2232'FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 88.  THE
 MB2232'UNDER- GROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2232'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2232'
 MB2232'AZIMUTH MARK 74 023 1 P CO, STAMPED---74-023-1 1977---, IS A
 MB2232'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2232'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2232'SURFACE.  IT IS 77.8 FEET NORTHWEST OF A 36-INCH MAPLE TREE,
 MB2232'74.6 FEET SOUTHWEST OF TELEPHONE AND POWER POLE NUMBER 106,
 MB2232'54.0 FEET NORTHEAST OF A TELEPHONE POLE, AND 18.7 FEET
 MB2232'NORTHWEST OF THE CENTERLINE OF STATE ROUTE 88.
 MB2232'
 MB2232'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2232'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2232'STATION 74 001 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2232'
 MB2232'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2344 ***********************************************************************
 MB2344  DESIGNATION -  74 016 1 P CO
 MB2344  PID         -  MB2344
 MB2344  STATE/COUNTY-  OH/PORTAGE
 MB2344  USGS QUAD   -  WINDHAM (1994)
 MB2344
 MB2344                         *CURRENT SURVEY CONTROL
 MB2344  ___________________________________________________________________
 MB2344* NAD 83(1995)-  41 14 05.95786(N)    081 06 22.61172(W)     ADJUSTED  
 MB2344* NAVD 88     -       333.     (meters)    1093.     (feet)  VERTCON   
 MB2344  ___________________________________________________________________
 MB2344  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 MB2344  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2344
 MB2344  HORZ ORDER  -  SECOND
 MB2344
 MB2344.The horizontal coordinates were established by classical geodetic methods
 MB2344.and adjusted by the National Geodetic Survey in April 1998..
 MB2344
 MB2344.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2344
 MB2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2344
 MB2344.The geoid height was determined by GEOID03.
 MB2344
 MB2344;                    North         East     Units Scale Factor Converg.
 MB2344;SPC OH N     -   175,089.954   716,831.764   MT  0.99994339   +0 54 56.2
 MB2344;UTM  17      - 4,564,848.970   491,093.423   MT  0.99960098   -0 04 12.2
 MB2344
 MB2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2344!SPC OH N     -   0.99995308  x   0.99994339  =   0.99989647
 MB2344!UTM  17      -   0.99995308  x   0.99960098  =   0.99955408
 MB2344
 MB2344                          SUPERSEDED SURVEY CONTROL
 MB2344
 MB2344  NAD 83(1986)-  41 14 05.96485(N)    081 06 22.61134(W) AD(       ) 2
 MB2344  NAD 27      -  41 14 05.76302(N)    081 06 23.26140(W) AD(       ) 2
 MB2344  NGVD 29 (07/19/86)  333.     (m)         1093.     (f) VERT ANG       
 MB2344
 MB2344.Superseded values are not recommended for survey control.
 MB2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2344.See file dsdata.txt to determine how the superseded data were derived.
 MB2344
 MB2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9109364849(NAD 83)
 MB2344_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2344+STABILITY: SURFACE MOTION
 MB2344
 MB2344  HISTORY     - Date     Condition        Report By
 MB2344  HISTORY     - 1977     MONUMENTED       OH-133
 MB2344
 MB2344                          STATION DESCRIPTION
 MB2344
 MB2344'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2344'THE STATION IS ABOUT 3-1/2 MILES SOUTH OFGARRETTSVILLE,
 MB2344'2-3/4 MILES EAST OF FREEDOM, 2-1/2 MILES WEST OF WINDHAM, AND
 MB2344'ON THE RIGHT-OF-WAY OF STATE ROUTE 303.
 MB2344'
 MB2344'TO REACH THE STATION FROM DRAKESBURG AT THE INTERSECTION OF STATE
 MB2344'ROUTES 303 AND 88, GO EAST ON STATE ROUTE 303 FOR 1.35 MILES TO
 MB2344'THE STATION ON THE RIGHT.
 MB2344'
 MB2344'STATION MARK, STAMPED---74-016-1 1977---, IS A PORTAGE COUNTY
 MB2344'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2344'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 101.0 FEET
 MB2344'SOUTHWEST OF A 24-INCH MAPLE TREE, 68.8 FEET NORTH OF
 MB2344'UTILITY POLE NUMBER 52AL/46 IN THE FRONT YARD OF A MOBILE
 MB2344'HOME, ADDRESS NUMBER 7914, 26.4 FEET SOUTH OF THE CENTERLINE OF
 MB2344'STATE ROUTE 303, AND 11.5 FEET EAST OF POWER POLE NUMBER
 MB2344'52AL/13.
 MB2344'
 MB2344'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2344'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2344'STATION 64 041 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2344'
 MB2344'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2227 ***********************************************************************
 MB2227  DESIGNATION -  74 023 1 P CO
 MB2227  PID         -  MB2227
 MB2227  STATE/COUNTY-  OH/PORTAGE
 MB2227  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2227
 MB2227                         *CURRENT SURVEY CONTROL
 MB2227  ___________________________________________________________________
 MB2227* NAD 83(1995)-  41 15 10.92942(N)    081 07 05.33892(W)     ADJUSTED  
 MB2227* NAVD 88     -       348.     (meters)    1142.     (feet)  VERTCON   
 MB2227  ___________________________________________________________________
 MB2227  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 MB2227  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2227
 MB2227  HORZ ORDER  -  SECOND
 MB2227
 MB2227.The horizontal coordinates were established by classical geodetic methods
 MB2227.and adjusted by the National Geodetic Survey in April 1998..
 MB2227
 MB2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2227
 MB2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2227
 MB2227.The geoid height was determined by GEOID03.
 MB2227
 MB2227;                    North         East     Units Scale Factor Converg.
 MB2227;SPC OH N     -   177,078.106   715,805.175   MT  0.99994436   +0 54 28.1
 MB2227;UTM  17      - 4,566,853.801   490,101.527   MT  0.99960121   -0 04 40.5
 MB2227
 MB2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2227!SPC OH N     -   0.99995073  x   0.99994436  =   0.99989509
 MB2227!UTM  17      -   0.99995073  x   0.99960121  =   0.99955196
 MB2227
 MB2227                          SUPERSEDED SURVEY CONTROL
 MB2227
 MB2227  NAD 83(1986)-  41 15 10.93652(N)    081 07 05.33826(W) AD(       ) 2
 MB2227  NAD 27      -  41 15 10.73537(N)    081 07 05.98700(W) AD(       ) 2
 MB2227  NGVD 29 (07/19/86)  348.     (m)         1142.     (f) VERT ANG       
 MB2227
 MB2227.Superseded values are not recommended for survey control.
 MB2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2227.See file dsdata.txt to determine how the superseded data were derived.
 MB2227
 MB2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9010266854(NAD 83)
 MB2227_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2227+STABILITY: SURFACE MOTION
 MB2227
 MB2227  HISTORY     - Date     Condition        Report By
 MB2227  HISTORY     - 1977     MONUMENTED       OH-133
 MB2227
 MB2227                          STATION DESCRIPTION
 MB2227
 MB2227'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2227'THE STATION IS ABOUT 4 MILES NORTHWEST OF WINDHAM, 2-1/2
 MB2227'MILES SOUTHWEST OF GARRETTSVILLE, 2 MILES NORTHEAST OF
 MB2227'FREEDOM, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2227'
 MB2227'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2227'AND 88 IN DRAKESBURG, GO NORTHEAST ON
 MB2227'STATE ROUTE 88 FOR 1.5 MILES TO THE STATION ON THE LEFT.
 MB2227'
 MB2227'STATION MARK, STAMPED---74-023-1 1977---, IS A PORTAGE COUNTY
 MB2227'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2227'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 77.8 FEET
 MB2227'NORTHWEST OF A 36-INCH MAPLE TREE, 74.6 FEET SOUTHWEST OF
 MB2227'TELEPHONE AND POWER POLE NUMBER 106, 54.0 FEET NORTHEAST OF A
 MB2227'TELEPHONE POLE, AND 18.7 FEET NORTHWEST OF THE CENTERLINE OF
 MB2227'STATE ROUTE 88.
 MB2227'
 MB2227'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2227'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2227'STATION 74 013 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2227'
 MB2227'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2490 ***********************************************************************
 MB2490  DESIGNATION -  74 028 1 P CO
 MB2490  PID         -  MB2490
 MB2490  STATE/COUNTY-  OH/PORTAGE
 MB2490  USGS QUAD   -  RAVENNA (1994)
 MB2490
 MB2490                         *CURRENT SURVEY CONTROL
 MB2490  ___________________________________________________________________
 MB2490* NAD 83(1995)-  41 12 55.38358(N)    081 07 30.66675(W)     ADJUSTED  
 MB2490* NAVD 88     -       356.     (meters)    1168.     (feet)  VERTCON   
 MB2490  ___________________________________________________________________
 MB2490  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 MB2490  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2490
 MB2490  HORZ ORDER  -  SECOND
 MB2490
 MB2490.The horizontal coordinates were established by classical geodetic methods
 MB2490.and adjusted by the National Geodetic Survey in April 1998..
 MB2490
 MB2490.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2490
 MB2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2490
 MB2490.The geoid height was determined by GEOID03.
 MB2490
 MB2490;                    North         East     Units Scale Factor Converg.
 MB2490;SPC OH N     -   172,888.014   715,281.526   MT  0.99994245   +0 54 11.5
 MB2490;UTM  17      - 4,562,674.767   489,506.079   MT  0.99960136   -0 04 56.9
 MB2490
 MB2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2490!SPC OH N     -   0.99994947  x   0.99994245  =   0.99989192
 MB2490!UTM  17      -   0.99994947  x   0.99960136  =   0.99955085
 MB2490
 MB2490                          SUPERSEDED SURVEY CONTROL
 MB2490
 MB2490  NAD 83(1986)-  41 12 55.39006(N)    081 07 30.66671(W) AD(       ) 2
 MB2490  NAD 27      -  41 12 55.18863(N)    081 07 31.31598(W) AD(       ) 2
 MB2490  NGVD 29 (07/19/86)  356.     (m)         1168.     (f) VERT ANG       
 MB2490
 MB2490.Superseded values are not recommended for survey control.
 MB2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2490.See file dsdata.txt to determine how the superseded data were derived.
 MB2490
 MB2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8950662675(NAD 83)
 MB2490_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2490+STABILITY: SURFACE MOTION
 MB2490
 MB2490  HISTORY     - Date     Condition        Report By
 MB2490  HISTORY     - 1977     MONUMENTED       OH-133
 MB2490
 MB2490                          STATION DESCRIPTION
 MB2490
 MB2490'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2490'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF AUGERBURG, 4-1/4
 MB2490'MILES EAST-SOUTHEAST OF WINDHAM, 2 MILES SOUTHEAST OF FREEDOM,
 MB2490'AND ON THE RIGHT-OF-WAY OF SMALLEY ROAD, COUNTY HIGHWAY 228.
 MB2490'
 MB2490'TO REACH THE STATION FROM DRAKESBURG AT THE INTERSECTION OF STATE
 MB2490'ROUTES 88 AND 303, GO EAST ON STATE ROUTE 303 FOR 100 FEET TO
 MB2490'THE INTERSECTION OF NICHOLS ROAD, COUNTY HIGHWAY 225.  TURN
 MB2490'RIGHT AND GO SOUTH ON NICHOLS ROAD FOR
 MB2490'1.4 MILES TO THE INTERSECTION OF SMALLEY ROAD.
 MB2490'TURN LEFT AND GO EAST ON SMALLEY ROAD
 MB2490'FOR 0.5 MILE TO THE STATION ON THE LEFT.
 MB2490'
 MB2490'STATION MARK, STAMPED---74-028-1 1977---, IS A PORTAGE COUNTY
 MB2490'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2490'POST THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2490'25.2 FEET EAST OF TELEPHONE POLE NUMBER 2010, 20.4 FEET NORTH
 MB2490'OF THE CENTERLINE OF SMALLEY ROAD, 15.1
 MB2490'FEET SOUTHEAST OF AN 8-INCH HICKORY TREE, AND 13.6 FEET
 MB2490'SOUTHWEST OF A 12-INCH MAPLE TREE.
 MB2490'
 MB2490'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2490'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2490'STATION 74 039 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2490'
 MB2490'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2293 ***********************************************************************
 MB2293  DESIGNATION -  74 031 1 P CO
 MB2293  PID         -  MB2293
 MB2293  STATE/COUNTY-  OH/PORTAGE
 MB2293  USGS QUAD   -  MANTUA (1994)
 MB2293
 MB2293                         *CURRENT SURVEY CONTROL
 MB2293  ___________________________________________________________________
 MB2293* NAD 83(1995)-  41 16 22.28143(N)    081 07 54.13188(W)     ADJUSTED  
 MB2293* NAVD 88     -       336.6    (meters)    1104.     (feet)  VERTCON   
 MB2293  ___________________________________________________________________
 MB2293  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 MB2293  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2293
 MB2293  HORZ ORDER  -  SECOND
 MB2293
 MB2293.The horizontal coordinates were established by classical geodetic methods
 MB2293.and adjusted by the National Geodetic Survey in April 1998..
 MB2293
 MB2293.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2293
 MB2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2293
 MB2293.The geoid height was determined by GEOID03.
 MB2293
 MB2293;                    North         East     Units Scale Factor Converg.
 MB2293;SPC OH N     -   179,260.995   714,634.886   MT  0.99994553   +0 53 56.1
 MB2293;UTM  17      - 4,569,055.743   488,969.354   MT  0.99960150   -0 05 12.8
 MB2293
 MB2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2293!SPC OH N     -   0.99995248  x   0.99994553  =   0.99989802
 MB2293!UTM  17      -   0.99995248  x   0.99960150  =   0.99955400
 MB2293
 MB2293|---------------------------------------------------------------------|
 MB2293| PID    Reference Object                     Distance      Geod. Az  |
 MB2293|                                                           dddmmss.s |
 MB2293| MB2236 75 047 1 P CO                       210.417 METERS 08728     |
 MB2293| MB2237 75 048 1 P CO                       292.654 METERS 27345     |
 MB2293| MB2235 HIRAM                               APPROX. 3.2 KM 3272723.6 |
 MB2293|---------------------------------------------------------------------|
 MB2293
 MB2293                          SUPERSEDED SURVEY CONTROL
 MB2293
 MB2293  NAD 83(1986)-  41 16 22.28918(N)    081 07 54.13107(W) AD(       ) 2
 MB2293  NAD 27      -  41 16 22.08775(N)    081 07 54.77743(W) AD(       ) 2
 MB2293  NGVD 29 (07/19/86)  336.8    (m)         1105.     (f) VERT ANG       
 MB2293
 MB2293.Superseded values are not recommended for survey control.
 MB2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2293.See file dsdata.txt to determine how the superseded data were derived.
 MB2293
 MB2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8896969056(NAD 83)
 MB2293_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2293+STABILITY: SURFACE MOTION
 MB2293
 MB2293  HISTORY     - Date     Condition        Report By
 MB2293  HISTORY     - 1977     MONUMENTED       OH-133
 MB2293
 MB2293                          STATION DESCRIPTION
 MB2293
 MB2293'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2293'THE STATION IS ABOUT 2-3/4 MILES SOUTH-SOUTHEAST OF HIRAM,
 MB2293'2-3/4 MILES NORTH-NORTHEAST OF FREEDOM, 2 MILES SOUTHWEST OF
 MB2293'GARRETTSVILLE, AND ON THE RIGHT-OF-WAY OF HANKEE ROAD, COUNTY
 MB2293'HIGHWAY 224.
 MB2293'
 MB2293'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2293'AND 82 IN GARRETTSVILLE, GO SOUTH ON STATE ROUTE 88 FOR 0.15
 MB2293'MILE TO THE INTERSECTION OF FREEDOM STREET, HANKEE ROAD.  TURN
 MB2293'RIGHT AND GO WEST-SOUTHWEST FOR 1.9 MILES TO AZIMUTH MARK
 MB2293'75 047 1 P CO ON THE RIGHT.  CONTINUE WEST ON HANKEE ROAD FOR 0.1
 MB2293'MILE TO THE STATION ON THE LEFT.  CONTINUE WEST ON HANKEE ROAD
 MB2293'FOR 0.2 MILE TO AZIMUTH MARK 75 048 1 P CO ON THE RIGHT.
 MB2293'
 MB2293'STATION MARKS, STAMPED---74-031-1 1977---, ARE PORTAGE COUNTY
 MB2293'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2293'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2293'SURFACE.  IT IS 155.7 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 MB2293'A ONE STORY WOOD FRAME HOUSE, 97.3 FEET NORTH-NORTHWEST OF THE
 MB2293'NORTHWEST CORNER OF A ONE STORY WOOD FRAME HOUSE, 88 FEET
 MB2293'SOUTHEAST OF A TELEPHONE POLE, 24 FEET NORTHWEST OF A 20-INCH
 MB2293'MAPLE TREE, AND 25.8 FEET SOUTH OF THE CENTERLINE OF HANKEE
 MB2293'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MB2293'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2293'
 MB2293'AZIMUTH MARK 75 047 1 P CO, STAMPED---75-047-1 1977---, IS A
 MB2293'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2293'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2293'SURFACE.  IT IS 108.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MB2293'A GARAGE IN THE YARD OF A HOUSE, ADDRESS NUMBER 7252, 48.0 FEET
 MB2293'WEST OF A 10-INCH PINE TREE, 46 FEET NORTH-NORTHEAST OF A
 MB2293'TELEPHONE AND POWER POLE, AND 18.0 FEET NORTH OF THE CENTERLINE
 MB2293'OF HANKEE ROAD.
 MB2293'
 MB2293'AZIMUTH MARK 75 048 1 P CO, STAMPED---75-048-1 1977, IS A
 MB2293'PORTAGE COUNTY BRASS DISK SET IN TOP OF A 12-INCH CYLINCRICAL
 MB2293'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2293'107.7 FEET NORTHWEST CORNER OF A HOUSE, ADDRESS NUMBER 7098, 50.7
 MB2293'FEET NORTH OF TELEPHONE POLE NUMBER GA68, 25.5 SOUTHEAST OF A
 MB2293'24-INCH MAPLE TREE, 20.0 FEET NORTH OF THE CENTERLINE OF HANKEE
 MB2293'ROAD AND 5.2 FEET SOUTHWEST OF A 20-INCH MAPLE TREE.
 MB2293'
 MB2293'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2293'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2293'
 MB2293'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2492 ***********************************************************************
 MB2492  DESIGNATION -  74 038 1 P CO
 MB2492  PID         -  MB2492
 MB2492  STATE/COUNTY-  OH/PORTAGE
 MB2492  USGS QUAD   -  RAVENNA (1994)
 MB2492
 MB2492                         *CURRENT SURVEY CONTROL
 MB2492  ___________________________________________________________________
 MB2492* NAD 83(1995)-  41 12 55.40560(N)    081 07 54.48617(W)     ADJUSTED  
 MB2492* NAVD 88     -       359.     (meters)    1178.     (feet)  VERTCON   
 MB2492  ___________________________________________________________________
 MB2492  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MB2492  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2492
 MB2492  HORZ ORDER  -  SECOND
 MB2492
 MB2492.The horizontal coordinates were established by classical geodetic methods
 MB2492.and adjusted by the National Geodetic Survey in April 1998..
 MB2492
 MB2492.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2492
 MB2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2492
 MB2492.The geoid height was determined by GEOID03.
 MB2492
 MB2492;                    North         East     Units Scale Factor Converg.
 MB2492;SPC OH N     -   172,879.969   714,726.751   MT  0.99994245   +0 53 55.8
 MB2492;UTM  17      - 4,562,676.266   488,951.436   MT  0.99960150   -0 05 12.6
 MB2492
 MB2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2492!SPC OH N     -   0.99994900  x   0.99994245  =   0.99989145
 MB2492!UTM  17      -   0.99994900  x   0.99960150  =   0.99955052
 MB2492
 MB2492                          SUPERSEDED SURVEY CONTROL
 MB2492
 MB2492  NAD 83(1986)-  41 12 55.41214(N)    081 07 54.48613(W) AD(       ) 2
 MB2492  NAD 27      -  41 12 55.21068(N)    081 07 55.13463(W) AD(       ) 2
 MB2492  NGVD 29 (07/19/86)  359.     (m)         1178.     (f) VERT ANG       
 MB2492
 MB2492.Superseded values are not recommended for survey control.
 MB2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2492.See file dsdata.txt to determine how the superseded data were derived.
 MB2492
 MB2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8895162676(NAD 83)
 MB2492_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2492+STABILITY: SURFACE MOTION
 MB2492
 MB2492  HISTORY     - Date     Condition        Report By
 MB2492  HISTORY     - 1977     MONUMENTED       OH-133
 MB2492
 MB2492                          STATION DESCRIPTION
 MB2492
 MB2492'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2492'THE STATION IS ABOUT 4-3/4 MILES WEST-SOUTHWEST OF WINDHAM,
 MB2492'4-1/4 MILES NORTH-NORTHEAST OF AUGERBURG, 1-3/4 MILES SOUTHEAST
 MB2492'OF FREEDOM, AND ON THE RIGHT-OF-WAY OF SMALLEY ROAD, COUNTY
 MB2492'HIGHWAY 228.
 MB2492'
 MB2492'TO REACH THE STATION FROM DRAKESBURG AT THE INTERSECTION OF STATE
 MB2492'ROUTES 88 AND 303, GO EAST ON STATE ROUTE 303 FOR 100 FEET TO
 MB2492'THE INTERSECTION OF NICHOLS ROAD, COUNTY HIGHWAY 225.  TURN
 MB2492'RIGHT AND GO SOUTH ON NICHOLS ROAD FOR
 MB2492'1.4 MILES TO THE INTERSECTION OF SMALLEY ROAD.  TURN LEFT AND
 MB2492'GO EAST ON SMALLEY ROAD FOR 0.15 MILE TO THE STATION ON THE
 MB2492'LEFT.
 MB2492'
 MB2492'STATION MARK, STAMPED---74-038-1 1977---, IS A PORTAGE COUNTY
 MB2492'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2492'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 21.5 FEET
 MB2492'NORTH OF THE CENTERLINE OF SMALLEY ROAD,
 MB2492'8.9 FEET SOUTHEAST OF A 5-INCH HICKORY TREE, AND 8.3 FEET
 MB2492'SOUTHWEST OF A 20-INCH MAPLE TREE.
 MB2492'
 MB2492'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2492'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2492'STATION 74 039 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2492'
 MB2492'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2548 ***********************************************************************
 MB2548  DESIGNATION -  74 039 1 P CO
 MB2548  PID         -  MB2548
 MB2548  STATE/COUNTY-  OH/PORTAGE
 MB2548  USGS QUAD   -  RAVENNA (1994)
 MB2548
 MB2548                         *CURRENT SURVEY CONTROL
 MB2548  ___________________________________________________________________
 MB2548* NAD 83(1995)-  41 12 55.01288(N)    081 07 40.15628(W)     ADJUSTED  
 MB2548* NAVD 88     -       356.5    (meters)    1170.     (feet)  VERTCON   
 MB2548  ___________________________________________________________________
 MB2548  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 MB2548  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2548
 MB2548  HORZ ORDER  -  SECOND
 MB2548
 MB2548.The horizontal coordinates were established by classical geodetic methods
 MB2548.and adjusted by the National Geodetic Survey in April 1998..
 MB2548
 MB2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2548
 MB2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2548
 MB2548.The geoid height was determined by GEOID03.
 MB2548
 MB2548;                    North         East     Units Scale Factor Converg.
 MB2548;SPC OH N     -   172,873.099   715,060.691   MT  0.99994245   +0 54 05.2
 MB2548;UTM  17      - 4,562,663.657   489,285.095   MT  0.99960141   -0 05 03.2
 MB2548
 MB2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2548!SPC OH N     -   0.99994936  x   0.99994245  =   0.99989181
 MB2548!UTM  17      -   0.99994936  x   0.99960141  =   0.99955079
 MB2548
 MB2548|---------------------------------------------------------------------|
 MB2548| PID    Reference Object                     Distance      Geod. Az  |
 MB2548|                                                           dddmmss.s |
 MB2548| MB2490 74 028 1 P CO                       221.351 METERS 08702     |
 MB2548| MB2492 74 038 1 P CO                       334.030 METERS 27205     |
 MB2548|---------------------------------------------------------------------|
 MB2548
 MB2548                          SUPERSEDED SURVEY CONTROL
 MB2548
 MB2548  NAD 83(1986)-  41 12 55.01938(N)    081 07 40.15625(W) AD(       ) 2
 MB2548  NAD 27      -  41 12 54.81793(N)    081 07 40.80521(W) AD(       ) 2
 MB2548  NGVD 29 (07/19/86)  356.7    (m)         1170.     (f) VERT ANG       
 MB2548
 MB2548.Superseded values are not recommended for survey control.
 MB2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2548.See file dsdata.txt to determine how the superseded data were derived.
 MB2548
 MB2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8928562664(NAD 83)
 MB2548_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2548+STABILITY: SURFACE MOTION
 MB2548
 MB2548  HISTORY     - Date     Condition        Report By
 MB2548  HISTORY     - 1977     MONUMENTED       OH-133
 MB2548
 MB2548                          STATION DESCRIPTION
 MB2548
 MB2548'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2548'THE STATION IS ABOUT 4-1/2 MILES WEST-SOUTHWEST OF WINDHAM,
 MB2548'4-1/4 MILES NORTH-NORTHEAST OF AUGERBURG, 2 MILES SOUTHEAST OF
 MB2548'FREEDOM, AND ON THE RIGHT-OF-WAY OF SMALLEY ROAD, COUNTY
 MB2548'HIGHWAY 228.
 MB2548'
 MB2548'TO REACH THE STATION FROM DRAKESBURG AT THE INTERSECTION OF STATE
 MB2548'ROUTES 88 AND 303, GO EAST ON STATE ROUTE 303 FOR 100 FEET TO
 MB2548'THE INTERSECTION OF NICHOLS ROAD, COUNTY HIGHWAY 225.  TURN
 MB2548'RIGHT AND GO SOUTH ON NICHOLS ROAD FOR
 MB2548'1.4 MILES TO THE INTERSECTION OF SMALLEY ROAD.
 MB2548'TURN LEFT AND GO EAST ON SMALLEY ROAD
 MB2548'FOR 0.15 MILE TO AZIMUTH MARK 74 038 1 P CO ON THE
 MB2548'LEFT.  CONTINUE EAST ON SMALLEY ROAD FOR 0.2
 MB2548'MILE TO THE STATION ON THE RIGHT.  CONTINUE EAST ON SMALLEY
 MB2548'ROAD FOR 0.15 MILE TO AZIMUTH MARK
 MB2548'74 028 1 P CO ON THE LEFT.
 MB2548'
 MB2548'STATION MARK, STAMPED---74-039-1 1977---, IS A PORTAGE COUNTY
 MB2548'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2548'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 35.4 FEET
 MB2548'SOUTH OF TELEPHONE POLE NUMBER 201, 24.6 FEET WEST OF A
 MB2548'14-INCH MAPLE TREE, 22.4 FEET NORTHEAST OF POWER POLE NUMBER
 MB2548'54AM/14, AND 19.5 FEET SOUTH OF THE CENTERLINE OF SMALLEY ROAD.
 MB2548'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2548'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2548'
 MB2548'AZIMUTH MARK 74 038 1 P CO, STAMPED---74-038-1 1977---, IS A
 MB2548'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2548'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2548'SURFACE.  IT IS 21.5 FEET NORTH OF THE CENTERLINE OF SMALLEY
 MB2548'ROAD, 8.9 FEET SOUTHEAST OF A 5-INCH
 MB2548'HICKORY TREE, AND 8.3 FEET SOUTHWEST OF A 20-INCH MAPLE TREE.
 MB2548'
 MB2548'AZIMUTH MARK 74 028 1 P CO, STAMPED---74-028-1 1977---, IS A
 MB2548'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2548'CYLINDRICAL CONCRETE POST THAT IS 6 INCHES BELOW THE
 MB2548'GROUND SURFACE.  IT IS 25.2 FEET EAST OF TELEPHONE POLE NUMBER
 MB2548'2010, 20.4 FEET NORTH OF THE CENTERLINE OF SMALLEY ROAD,
 MB2548'15.1 FEET SOUTHEAST OF AN 8-INCH HICKORY TREE,
 MB2548'AND 13.6 FEET SOUTHWEST OF A 12-INCH MAPLE TREE.
 MB2548'
 MB2548'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2548'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2548'
 MB2548'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2244 ***********************************************************************
 MB2244  DESIGNATION -  74 061 1 P CO
 MB2244  PID         -  MB2244
 MB2244  STATE/COUNTY-  OH/PORTAGE
 MB2244  USGS QUAD   -  MANTUA (1994)
 MB2244
 MB2244                         *CURRENT SURVEY CONTROL
 MB2244  ___________________________________________________________________
 MB2244* NAD 83(1995)-  41 15 30.07932(N)    081 09 42.15080(W)     ADJUSTED  
 MB2244* NAVD 88     -       388.     (meters)    1273.     (feet)  VERTCON   
 MB2244  ___________________________________________________________________
 MB2244  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MB2244  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2244
 MB2244  HORZ ORDER  -  SECOND
 MB2244
 MB2244.The horizontal coordinates were established by classical geodetic methods
 MB2244.and adjusted by the National Geodetic Survey in April 1998..
 MB2244
 MB2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2244
 MB2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2244
 MB2244.The geoid height was determined by GEOID03.
 MB2244
 MB2244;                    North         East     Units Scale Factor Converg.
 MB2244;SPC OH N     -   177,611.846   712,145.976   MT  0.99994466   +0 52 45.1
 MB2244;UTM  17      - 4,567,450.210   486,453.304   MT  0.99960226   -0 06 23.9
 MB2244
 MB2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2244!SPC OH N     -   0.99994445  x   0.99994466  =   0.99988911
 MB2244!UTM  17      -   0.99994445  x   0.99960226  =   0.99954673
 MB2244
 MB2244                          SUPERSEDED SURVEY CONTROL
 MB2244
 MB2244  NAD 83(1986)-  41 15 30.08699(N)    081 09 42.15045(W) AD(       ) 2
 MB2244  NAD 27      -  41 15 29.88544(N)    081 09 42.79287(W) AD(       ) 2
 MB2244  NGVD 29 (07/19/86)  388.     (m)         1273.     (f) VERT ANG       
 MB2244
 MB2244.Superseded values are not recommended for survey control.
 MB2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2244.See file dsdata.txt to determine how the superseded data were derived.
 MB2244
 MB2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8645367450(NAD 83)
 MB2244_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2244+STABILITY: SURFACE MOTION
 MB2244
 MB2244  HISTORY     - Date     Condition        Report By
 MB2244  HISTORY     - 1977     MONUMENTED       OH-133
 MB2244
 MB2244                          STATION DESCRIPTION
 MB2244
 MB2244'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2244'THE STATION IS ABOUT 4 MILES SOUTHEAST OF MANTUA, 4 MILES
 MB2244'SOUTHWEST OF GARRETTSVILLE, 1-1/2 MILES NORTH-NORTHWEST OF
 MB2244'FREEDOM, AND ON THE RIGHT-OF-WAY OF STREETER ROAD AND ASBURY
 MB2244'ROAD, COUNTY HIGHWAYS 219 AND 223.
 MB2244'
 MB2244'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2244'AND 700 IN FREEDOM, GO NORTH ON STATE ROUTE 700 FOR 1.55 MILES TO
 MB2244'THE INTERSECTION OF STREETER ROAD.  TURN
 MB2244'LEFT AND GO WEST ON STREETER ROAD FOR 0.9 MILE TO THE INTERSECTION
 MB2244'OF ASBURY ROAD AND THE STATION IN THE SOUTHEAST CORNER.
 MB2244'
 MB2244'STATION MARK, STAMPED---74-061-1 1977---, IS A PORTAGE COUNTY
 MB2244'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2244'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47.0 FEET
 MB2244'SOUTH OF POWER POLE NUMBER FD151, 24.2 FEET SOUTH OF THE
 MB2244'CENTERLINE OF STREETER ROAD, 24.1 FEET EAST OF THE
 MB2244'CENTERLINE OF ASBURY ROAD, AND 16.2 FEET WEST OF A
 MB2244'24-INCH MAPLE TREE.
 MB2244'
 MB2244'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2244'LIGHT ABOVE STATION MARK WAS 1.9 METERS.  STATION 74 068 1 P CO
 MB2244'CAN BE USED AS AN AZIMUTH MARK.
 MB2244'
 MB2244'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2501 ***********************************************************************
 MB2501  DESIGNATION -  74 063 1 P CO
 MB2501  PID         -  MB2501
 MB2501  STATE/COUNTY-  OH/PORTAGE
 MB2501  USGS QUAD   -  RAVENNA (1994)
 MB2501
 MB2501                         *CURRENT SURVEY CONTROL
 MB2501  ___________________________________________________________________
 MB2501* NAD 83(1995)-  41 14 16.58192(N)    081 09 41.82379(W)     ADJUSTED  
 MB2501* NAVD 88     -       368.     (meters)    1207.     (feet)  VERTCON   
 MB2501  ___________________________________________________________________
 MB2501  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MB2501  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB2501
 MB2501  HORZ ORDER  -  SECOND
 MB2501
 MB2501.The horizontal coordinates were established by classical geodetic methods
 MB2501.and adjusted by the National Geodetic Survey in April 1998..
 MB2501
 MB2501.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2501
 MB2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2501
 MB2501.The geoid height was determined by GEOID03.
 MB2501
 MB2501;                    North         East     Units Scale Factor Converg.
 MB2501;SPC OH N     -   175,344.988   712,188.379   MT  0.99994354   +0 52 45.3
 MB2501;UTM  17      - 4,565,183.733   486,456.698   MT  0.99960226   -0 06 23.5
 MB2501
 MB2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2501!SPC OH N     -   0.99994758  x   0.99994354  =   0.99989113
 MB2501!UTM  17      -   0.99994758  x   0.99960226  =   0.99954986
 MB2501
 MB2501                          SUPERSEDED SURVEY CONTROL
 MB2501
 MB2501  NAD 83(1986)-  41 14 16.58939(N)    081 09 41.82339(W) AD(       ) 2
 MB2501  NAD 27      -  41 14 16.38766(N)    081 09 42.46694(W) AD(       ) 2
 MB2501  NGVD 29 (07/19/86)  368.     (m)         1207.     (f) VERT ANG       
 MB2501
 MB2501.Superseded values are not recommended for survey control.
 MB2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2501.See file dsdata.txt to determine how the superseded data were derived.
 MB2501
 MB2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8645765184(NAD 83)
 MB2501_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2501+STABILITY: SURFACE MOTION
 MB2501
 MB2501  HISTORY     - Date     Condition        Report By
 MB2501  HISTORY     - 1977     MONUMENTED       OH-133
 MB2501
 MB2501                          STATION DESCRIPTION
 MB2501
 MB2501'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2501'THE STATION IS ABOUT 5 MILES NORTH OF CHARLESTOWN, 3-3/4 MILES
 MB2501'EAST OF SHALERSVILLE, 3/4 MILE SOUTHEAST OF FREEDOM, AND ON THE
 MB2501'RIGHT-OF-WAY OF ASBURY ROAD, COUNTY HIGHWAY 223.
 MB2501'
 MB2501'TO REACH THE STATION FROM FREEDOM AT THE INTERSECTION OF STATE
 MB2501'ROUTES 303 AND 700, GO WEST ON STATE ROUTE 303 FOR 0.7 MILE TO
 MB2501'THE INTERSECTION OF ASBURY ROAD AND THE STATION ON THE
 MB2501'NORTHEAST CORNER OF THE INTERSECTION.
 MB2501'
 MB2501'STATION MARK, STAMPED---74-063-1 1977---, IS A PORTAGE COUNTY
 MB2501'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2501'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 70.0 FEET
 MB2501'SOUTHWEST OF A 4-INCH PINE TREE, 56.4 FEET SOUTH OF
 MB2501'TELEPHONE AND POWER POLE NUMBER 52AP/6, 31.5 FEET WEST-
 MB2501'SOUTHWEST OF A 30-INCH ELM TREE, 34.2 FEET EAST OF THE
 MB2501'CENTERLINE OF ASBURY ROAD, 20.8 FEET NORTH OF THE
 MB2501'CENTERLINE OF STATE ROUTE 303, AND 19.6 FEET WEST OF A
 MB2501'TELEPHONE POLE.
 MB2501'
 MB2501'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2501'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2501'STATION 74 064 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2501'
 MB2501'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2502 ***********************************************************************
 MB2502  DESIGNATION -  74 064 1 P CO
 MB2502  PID         -  MB2502
 MB2502  STATE/COUNTY-  OH/PORTAGE
 MB2502  USGS QUAD   -  RAVENNA (1994)
 MB2502
 MB2502                         *CURRENT SURVEY CONTROL
 MB2502  ___________________________________________________________________
 MB2502* NAD 83(1995)-  41 13 54.00764(N)    081 09 42.26252(W)     ADJUSTED  
 MB2502* NAVD 88     -       374.0    (meters)    1227.     (feet)  VERTCON   
 MB2502  ___________________________________________________________________
 MB2502  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 MB2502  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB2502
 MB2502  HORZ ORDER  -  SECOND
 MB2502
 MB2502.The horizontal coordinates were established by classical geodetic methods
 MB2502.and adjusted by the National Geodetic Survey in April 1998..
 MB2502
 MB2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2502
 MB2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2502
 MB2502.The geoid height was determined by GEOID03.
 MB2502
 MB2502;                    North         East     Units Scale Factor Converg.
 MB2502;SPC OH N     -   174,648.546   712,188.849   MT  0.99994322   +0 52 45.0
 MB2502;UTM  17      - 4,564,487.624   486,445.190   MT  0.99960226   -0 06 23.8
 MB2502
 MB2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2502!SPC OH N     -   0.99994661  x   0.99994322  =   0.99988983
 MB2502!UTM  17      -   0.99994661  x   0.99960226  =   0.99954889
 MB2502
 MB2502:                Primary Azimuth Mark                     Grid Az
 MB2502:SPC OH N     -  74 063 1 P CO                            359 57 40.8
 MB2502:UTM  17      -  74 063 1 P CO                            000 56 49.6
 MB2502
 MB2502|---------------------------------------------------------------------|
 MB2502| PID    Reference Object                     Distance      Geod. Az  |
 MB2502|                                                           dddmmss.s |
 MB2502| MB2501 74 063 1 P CO                       APPROX. 0.7 KM 0005025.8 |
 MB2502| MB2499 74 064 2 P CO                       283.486 METERS 17625     |
 MB2502| MB2245 MANTUA SP MICROWAVE                 APPROX. 3.5 KM 3574407.2 |
 MB2502|---------------------------------------------------------------------|
 MB2502
 MB2502                          SUPERSEDED SURVEY CONTROL
 MB2502
 MB2502  NAD 83(1986)-  41 13 54.01512(N)    081 09 42.26221(W) AD(       ) 2
 MB2502  NAD 27      -  41 13 53.81313(N)    081 09 42.90575(W) AD(       ) 2
 MB2502  NGVD 29 (07/19/86)  374.2    (m)         1228.     (f) VERT ANG       
 MB2502
 MB2502.Superseded values are not recommended for survey control.
 MB2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2502.See file dsdata.txt to determine how the superseded data were derived.
 MB2502
 MB2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8644564488(NAD 83)
 MB2502_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2502+STABILITY: SURFACE MOTION
 MB2502
 MB2502  HISTORY     - Date     Condition        Report By
 MB2502  HISTORY     - 1977     MONUMENTED       OH-133
 MB2502
 MB2502                          STATION DESCRIPTION
 MB2502
 MB2502'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2502'THE STATION IS ABOUT 5 MILES NORTH OF CHARLESTOWN, 3-3/4 MILES
 MB2502'EAST OF SHALERSVILLE, 3/4 MILE SOUTHEAST OF FREEDOM, AND ON THE
 MB2502'RIGHT-OF-WAY OF ASBURY ROAD, COUNTY HIGHWAY 223.
 MB2502'
 MB2502'TO REACH THE STATION FROM FREEDOM AT THE INTERSECTION OF STATE
 MB2502'ROUTES 303 AND 700, GO WEST ON STATE ROUTE 303 FOR 0.7 MILE TO
 MB2502'THE INTERSECTION OF ASBURY ROAD AND AZIMUTH MARK 74 063 1 P CO
 MB2502'ON THE NORTHEAST CORNER OF THE INTERSECTION.  TURN LEFT AND GO
 MB2502'SOUTH ON ASBURY ROAD FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 MB2502'CONTINUE SOUTH ON ASBURY ROAD FOR 0.2 MILE TO AZIMUTH MARK
 MB2502'74 064 2 P CO ON THE LEFT.
 MB2502'
 MB2502'STATION MARKS, STAMPED---74-064-1 1977---, ARE PORTAGE COUNTY
 MB2502'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2502'CYLINDRICAL CONCRETE POST THAT IS 16 INCHES BELOW THE
 MB2502'GROUND SURFACE.  IT IS 200 FEET SOUTH OF THE CENTERLINE OF A
 MB2502'DRIVEWAY TO A HOUSE, ADDRESS NUMBER 8860, 26.8 FEET WEST OF
 MB2502'THE CENTERLINE OF ASBURY ROAD, AND 18.4 FEET NORTH-NORTHEAST
 MB2502'OF POWER POLE NUMBER 96/12.  THE UNDERGROUND DISK IS SET IN
 MB2502'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2502'SURFACE.
 MB2502'
 MB2502'AZIMUTH MARK 74 063 1 P CO, STAMPED---74-063-1 1977---, IS A
 MB2502'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2502'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2502'SURFACE.  IT IS 70.0 FEET SOUTHWEST OF A 4-INCH PINE TREE, 56.4
 MB2502'FEET SOUTH OF TELEPHONE AND POWER POLE NUMBER 52AP/6,
 MB2502'31.5 FEET WEST-SOUTHWEST OF A 30-INCH ELM TREE, 34.2 FEET
 MB2502'EAST OF THE CENTERLINE OF ASBURY ROAD, 20.8 FEET NORTH OF
 MB2502'THE CENTERLINE OF STATE ROUTE 303, AND 19.6 FEET WEST OF A
 MB2502'TELEPHONE POLE.
 MB2502'
 MB2502'AZIMUTH MARK 74 064 2 P CO, STAMPED---74-064-2 1977---, IS A
 MB2502'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2502'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2502'SURFACE.  IT IS 184.8 FEET NORTHEAST OF TELEPHONE POLE
 MB2502'NUMBER 96/9, 89.3 FEET SOUTHEAST OF TELEPHONE POLE NUMBER
 MB2502'96/9-1/2, 27.0 FEET EAST OF THE CENTERLINE OF ASBURY ROAD, AND
 MB2502'5.0 FEET NORTH OF AN IRON PIN.
 MB2502'
 MB2502'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2502'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2502'
 MB2502'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2499 ***********************************************************************
 MB2499  DESIGNATION -  74 064 2 P CO
 MB2499  PID         -  MB2499
 MB2499  STATE/COUNTY-  OH/PORTAGE
 MB2499  USGS QUAD   -  RAVENNA (1994)
 MB2499
 MB2499                         *CURRENT SURVEY CONTROL
 MB2499  ___________________________________________________________________
 MB2499* NAD 83(1995)-  41 13 44.83627(N)    081 09 41.50253(W)     ADJUSTED  
 MB2499* NAVD 88     -       377.     (meters)    1237.     (feet)  VERTCON   
 MB2499  ___________________________________________________________________
 MB2499  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 MB2499  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB2499
 MB2499  HORZ ORDER  -  SECOND
 MB2499
 MB2499.The horizontal coordinates were established by classical geodetic methods
 MB2499.and adjusted by the National Geodetic Survey in April 1998..
 MB2499
 MB2499.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2499
 MB2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2499
 MB2499.The geoid height was determined by GEOID03.
 MB2499
 MB2499;                    North         East     Units Scale Factor Converg.
 MB2499;SPC OH N     -   174,365.934   712,210.887   MT  0.99994310   +0 52 45.5
 MB2499;UTM  17      - 4,564,204.771   486,462.357   MT  0.99960226   -0 06 23.3
 MB2499
 MB2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2499!SPC OH N     -   0.99994617  x   0.99994310  =   0.99988927
 MB2499!UTM  17      -   0.99994617  x   0.99960226  =   0.99954845
 MB2499
 MB2499                          SUPERSEDED SURVEY CONTROL
 MB2499
 MB2499  NAD 83(1986)-  41 13 44.84374(N)    081 09 41.50226(W) AD(       ) 2
 MB2499  NAD 27      -  41 13 44.64165(N)    081 09 42.14583(W) AD(       ) 2
 MB2499  NGVD 29 (07/19/86)  377.     (m)         1237.     (f) VERT ANG       
 MB2499
 MB2499.Superseded values are not recommended for survey control.
 MB2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2499.See file dsdata.txt to determine how the superseded data were derived.
 MB2499
 MB2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8646264205(NAD 83)
 MB2499_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2499+STABILITY: SURFACE MOTION
 MB2499
 MB2499  HISTORY     - Date     Condition        Report By
 MB2499  HISTORY     - 1977     MONUMENTED       OH-133
 MB2499
 MB2499                          STATION DESCRIPTION
 MB2499
 MB2499'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2499'THE STATION IS ABOUT 5 MILES NORTH OF CHARLESTOWN, 3-3/4 MILES
 MB2499'EAST OF SHALERSVILLE, 3/4 MILE SOUTHEAST OF FREEDOM, AND ON THE
 MB2499'RIGHT-OF-WAY OF ASBURY ROAD, COUNTY HIGHWAY 223.
 MB2499'
 MB2499'TO REACH THE STATION FROM FREEDOM AT THE INTERSECTION OF STATE
 MB2499'ROUTES 303 AND 700, GO WEST ON STATE ROUTE 303 FOR 0.7 MILE TO
 MB2499'THE INTERSECTION OF ASBURY ROAD.  TURN LEFT AND GO SOUTH ON
 MB2499'ASBURY ROAD FOR 0.65 MILE TO THE STATION ON THE LEFT.
 MB2499'
 MB2499'STATION MARK, STAMPED---74-064-2 1977---, IS A PORTAGE COUNTY
 MB2499'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2499'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 184.8 FEET
 MB2499'NORTHEAST OF TELEPHONE POLE NUMBER 96/9, 89.3 FEET SOUTHEAST
 MB2499'OF TELEPHONE POLE NUMBER 96/9-1/2, 27.0 FEET EAST OF THE
 MB2499'CENTERLINE OF ASBURY ROAD, AND 5.0 FEET NORTH OF AN IRON PIN.
 MB2499'
 MB2499'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2499'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2499'STATION 74 064 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2499'
 MB2499'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2249 ***********************************************************************
 MB2249  DESIGNATION -  74 068 1 P CO
 MB2249  PID         -  MB2249
 MB2249  STATE/COUNTY-  OH/PORTAGE
 MB2249  USGS QUAD   -  MANTUA (1994)
 MB2249
 MB2249                         *CURRENT SURVEY CONTROL
 MB2249  ___________________________________________________________________
 MB2249* NAD 83(1995)-  41 15 30.48507(N)    081 09 56.88681(W)     ADJUSTED  
 MB2249* NAVD 88     -       394.0    (meters)    1293.     (feet)  VERTCON   
 MB2249  ___________________________________________________________________
 MB2249  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 MB2249  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2249
 MB2249  HORZ ORDER  -  SECOND
 MB2249
 MB2249.The horizontal coordinates were established by classical geodetic methods
 MB2249.and adjusted by the National Geodetic Survey in April 1998..
 MB2249
 MB2249.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2249
 MB2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2249
 MB2249.The geoid height was determined by GEOID03.
 MB2249
 MB2249;                    North         East     Units Scale Factor Converg.
 MB2249;SPC OH N     -   177,619.105   711,802.799   MT  0.99994467   +0 52 35.4
 MB2249;UTM  17      - 4,567,463.369   486,110.419   MT  0.99960237   -0 06 33.6
 MB2249
 MB2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2249!SPC OH N     -   0.99994348  x   0.99994467  =   0.99988815
 MB2249!UTM  17      -   0.99994348  x   0.99960237  =   0.99954587
 MB2249
 MB2249:                Primary Azimuth Mark                     Grid Az
 MB2249:SPC OH N     -  MANTUA SP MICROWAVE                      022 05 47.2
 MB2249:UTM  17      -  MANTUA SP MICROWAVE                      023 04 56.2
 MB2249
 MB2249|---------------------------------------------------------------------|
 MB2249| PID    Reference Object                     Distance      Geod. Az  |
 MB2249|                                                           dddmmss.s |
 MB2249| MB2245 MANTUA SP MICROWAVE                 APPROX. 0.5 KM 0225822.6 |
 MB2249| MB2244 74 061 1 P CO                       343.273 METERS 09205     |
 MB2249| MB2252 74 069 1 P CO                       APPROX. 0.6 KM 2692559.4 |
 MB2249|---------------------------------------------------------------------|
 MB2249
 MB2249                          SUPERSEDED SURVEY CONTROL
 MB2249
 MB2249  NAD 83(1986)-  41 15 30.49277(N)    081 09 56.88646(W) AD(       ) 2
 MB2249  NAD 27      -  41 15 30.29121(N)    081 09 57.52840(W) AD(       ) 2
 MB2249  NGVD 29 (07/19/86)  394.2    (m)         1293.     (f) VERT ANG       
 MB2249
 MB2249.Superseded values are not recommended for survey control.
 MB2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2249.See file dsdata.txt to determine how the superseded data were derived.
 MB2249
 MB2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8611067463(NAD 83)
 MB2249_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2249+STABILITY: SURFACE MOTION
 MB2249
 MB2249  HISTORY     - Date     Condition        Report By
 MB2249  HISTORY     - 1977     MONUMENTED       OH-133
 MB2249
 MB2249                          STATION DESCRIPTION
 MB2249
 MB2249'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2249'THE STATION IS ABOUT 4-1/4 MILES SOUTHWEST OF GARRETTSVILLE,
 MB2249'3-3/4 MILES SOUTHEAST OF MANTUA, 1-1/2 MILES NORTH-NORTHWEST
 MB2249'OF FREEDOM, AND ON THE RIGHT-OF-WAY STREETER ROAD, COUNTY
 MB2249'HIGHWAY 219.
 MB2249'
 MB2249'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2249'AND 700 IN FREEDOM, GO NORTH ON STATE ROUTE 700 FOR 1.55 MILES TO
 MB2249'THE INTERSECTION OF STREETER ROAD.  TURN
 MB2249'LEFT AND GO WEST ON STREETER ROAD FOR 0.9 MILE TO THE INTERSECTION
 MB2249'OF ASBURY ROAD, COUNTY HIGHWAY 223 AND AZIMUTH MARK 74 061 1 P
 MB2249'CO IN THE SOUTHEAST CORNER OF THE INTERSECTION.  CONTINUE WEST
 MB2249'FOR 0.2 MILE ON STREETER ROAD TO THE STATION ON THE RIGHT.
 MB2249'CONTINUE WEST ON STREETER ROAD FOR 0.4 MILE TO AZIMUTH MARK 74 069 1
 MB2249'P CO ON THE LEFT.
 MB2249'
 MB2249'STATION MARKS, STAMPED---74-068-1 1977---, ARE PORTAGE COUNTY
 MB2249'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2249'CYLINDRICAL CONCRETE POST THAT IS 4 INCHES BELOW THE GROUND
 MB2249'SURFACE.  IT IS 71.9 FEET WEST OF A 14-INCH APPLE TREE, 38.9
 MB2249'FEET EAST OF A 12-INCH APPLE TREE, 23.9 FEET SOUTHWEST OF A
 MB2249'5-INCH WILD CHERRY TREE, AND 13.2 FEET NORTH OF THE CENTERLINE
 MB2249'OF STREETER ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MB2249'MASS OF CONCRETE 42-INCHES BELOW THE GROUND SURFACE.
 MB2249'
 MB2249'AZIMUTH MARK 74 061 1 P CO, STAMPED---74-061-1 1977---, IS A
 MB2249'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2249'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2249'SURFACE.  IT IS 47.0 FEET SOUTH OF POWER POLE NUMBER FD151,
 MB2249'24.2 FEET SOUTH OF THE CENTERLINE OF STREETER ROAD, 24.1 FEET
 MB2249'EAST OF THE CENTERLINE OF ASBURY ROAD, AND 16.2 FEET WEST
 MB2249'OF A 24-INCH MAPLE TREE.
 MB2249'
 MB2249'AZIMUTH MARK 74 069 1 P CO, STAMPED---74-068-1 1977---, IS A
 MB2249'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2249'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2249'SURFACE.  IT IS 108.8 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 MB2249'AND 88.7 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, ADDRESS
 MB2249'NUMBER 6053, 89.7 FEET SOUTHEAST OF POWER POLE NUMBER FD379,
 MB2249'19.7 FEET NORTH OF A 16-INCH MAPLE TREE, AND 16.5 FEET SOUTH OF
 MB2249'THE CENTERLINE OF STREETER ROAD.
 MB2249'
 MB2249'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2249'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2249'
 MB2249'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2252 ***********************************************************************
 MB2252  DESIGNATION -  74 069 1 P CO
 MB2252  PID         -  MB2252
 MB2252  STATE/COUNTY-  OH/PORTAGE
 MB2252  USGS QUAD   -  MANTUA (1994)
 MB2252
 MB2252                         *CURRENT SURVEY CONTROL
 MB2252  ___________________________________________________________________
 MB2252* NAD 83(1995)-  41 15 30.27572(N)    081 10 24.80294(W)     ADJUSTED  
 MB2252* NAVD 88     -       390.     (meters)    1280.     (feet)  VERTCON   
 MB2252  ___________________________________________________________________
 MB2252  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 MB2252  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2252
 MB2252  HORZ ORDER  -  SECOND
 MB2252
 MB2252.The horizontal coordinates were established by classical geodetic methods
 MB2252.and adjusted by the National Geodetic Survey in April 1998..
 MB2252
 MB2252.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2252
 MB2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2252
 MB2252.The geoid height was determined by GEOID03.
 MB2252
 MB2252;                    North         East     Units Scale Factor Converg.
 MB2252;SPC OH N     -   177,602.736   711,153.139   MT  0.99994466   +0 52 17.1
 MB2252;UTM  17      - 4,567,458.182   485,460.797   MT  0.99960260   -0 06 52.0
 MB2252
 MB2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2252!SPC OH N     -   0.99994413  x   0.99994466  =   0.99988880
 MB2252!UTM  17      -   0.99994413  x   0.99960260  =   0.99954676
 MB2252
 MB2252                          SUPERSEDED SURVEY CONTROL
 MB2252
 MB2252  NAD 83(1986)-  41 15 30.28348(N)    081 10 24.80259(W) AD(       ) 2
 MB2252  NAD 27      -  41 15 30.08189(N)    081 10 25.44363(W) AD(       ) 2
 MB2252  NGVD 29 (07/19/86)  390.     (m)         1280.     (f) VERT ANG       
 MB2252
 MB2252.Superseded values are not recommended for survey control.
 MB2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2252.See file dsdata.txt to determine how the superseded data were derived.
 MB2252
 MB2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8546167458(NAD 83)
 MB2252_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2252+STABILITY: SURFACE MOTION
 MB2252
 MB2252  HISTORY     - Date     Condition        Report By
 MB2252  HISTORY     - 1977     MONUMENTED       OH-133
 MB2252
 MB2252                          STATION DESCRIPTION
 MB2252
 MB2252'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2252'THE STATION IS ABOUT 4-1/4 MILES SOUTHWEST OF GARRETTSVILLE,
 MB2252'3-3/4 MILES SOUTHEAST OF MANTUA, 2 MILES NORTHWEST OF FREEDOM
 MB2252'AND ON THE RIGHT-OF-WAY OF STREETER ROAD, COUNTY HIGHWAY 219.
 MB2252'
 MB2252'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2252'AND 700 IN FREEDOM, GO NORTH ON STATE ROUTE 700 FOR 1.55 MILES
 MB2252'TO THE INTERSECTION OF STREETER ROAD.  TURN
 MB2252'LEFT AND GO WEST ON STREETER ROAD FOR 0.9 MILE TO THE INTERSECTION
 MB2252'OF ASBURY ROAD, COUNTY HIGHWAY 223.  CONTINUE 0.6 MILE
 MB2252'WEST ON STREETER ROAD TO THE STATION ON THE LEFT.
 MB2252'
 MB2252'STATION MARK, STAMPED---74-069-1 1977---, IS A PORTAGE COUNTY
 MB2252'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2252'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 108.8 FEET
 MB2252'SOUTHEAST OF THE SOUTHWEST CORNER AND 88.7 FEET SOUTH OF THE
 MB2252'SOUTHEAST CORNER OF A HOUSE, ADDRESS NUMBER 6053, 89.7 FEET
 MB2252'SOUTHEAST OF POWER POLE NUMBER FD379, 19.7 FEET NORTH OF A
 MB2252'16-INCH MAPLE TREE, AND 16.5 FEET SOUTH OF THE CENTERLINE OF
 MB2252'STREETER ROAD.
 MB2252'
 MB2252'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2252'LIGHT ABOVE STATION MARK WAS 1.8 METERS.  STATION 74 068 1 P CO
 MB2252'CAN BE USED AS AN AZIMUTH MARK.
 MB2252'
 MB2252'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2509 ***********************************************************************
 MB2509  DESIGNATION -  74 078 1 P CO
 MB2509  PID         -  MB2509
 MB2509  STATE/COUNTY-  OH/PORTAGE
 MB2509  USGS QUAD   -  RAVENNA (1994)
 MB2509
 MB2509                         *CURRENT SURVEY CONTROL
 MB2509  ___________________________________________________________________
 MB2509* NAD 83(1995)-  41 14 50.29299(N)    081 10 58.05810(W)     ADJUSTED  
 MB2509* NAVD 88     -       383.     (meters)    1257.     (feet)  VERTCON   
 MB2509  ___________________________________________________________________
 MB2509  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 MB2509  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB2509
 MB2509  HORZ ORDER  -  SECOND
 MB2509
 MB2509.The horizontal coordinates were established by classical geodetic methods
 MB2509.and adjusted by the National Geodetic Survey in April 1998..
 MB2509
 MB2509.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2509
 MB2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2509
 MB2509.The geoid height was determined by GEOID03.
 MB2509
 MB2509;                    North         East     Units Scale Factor Converg.
 MB2509;SPC OH N     -   176,357.760   710,397.739   MT  0.99994404   +0 51 55.2
 MB2509;UTM  17      - 4,566,226.807   484,684.353   MT  0.99960289   -0 07 13.9
 MB2509
 MB2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2509!SPC OH N     -   0.99994523  x   0.99994404  =   0.99988927
 MB2509!UTM  17      -   0.99994523  x   0.99960289  =   0.99954814
 MB2509
 MB2509                          SUPERSEDED SURVEY CONTROL
 MB2509
 MB2509  NAD 83(1986)-  41 14 50.30017(N)    081 10 58.05816(W) AD(       ) 2
 MB2509  NAD 27      -  41 14 50.09916(N)    081 10 58.69824(W) AD(       ) 2
 MB2509  NGVD 29 (07/19/86)  383.     (m)         1257.     (f) VERT ANG       
 MB2509
 MB2509.Superseded values are not recommended for survey control.
 MB2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2509.See file dsdata.txt to determine how the superseded data were derived.
 MB2509
 MB2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8468466227(NAD 83)
 MB2509_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2509+STABILITY: SURFACE MOTION
 MB2509
 MB2509  HISTORY     - Date     Condition        Report By
 MB2509  HISTORY     - 1977     MONUMENTED       OH-133
 MB2509
 MB2509                          STATION DESCRIPTION
 MB2509
 MB2509'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2509'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF MANTUA,
 MB2509'2-3/4 MILES NORTHEAST OF SHALERSVILLE, 2 MILES NORTHWEST
 MB2509'OF FREEDOM, AND ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY 222,
 MB2509'LIMERIDGE ROAD.
 MB2509'
 MB2509'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 700
 MB2509'AND 303 IN FREEDOM, GO WEST ON STATE ROUTE 303 FOR 2.8 MILES TO
 MB2509'THE INTERSECTION OF LIMERIDGE ROAD.  TURN RIGHT AND GO NORTH
 MB2509'ON LIMERIDGE ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 MB2509'
 MB2509'STATION MARK, STAMPED---74-078-1 1977---, IS A PORTAGE COUNTY
 MB2509'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2509'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 77.4 FEET
 MB2509'SOUTH OF A 24-INCH MAPLE TREE, 72.8 FEET NORTHWEST OF THE
 MB2509'NORTHWEST CORNER OF A TWO STORY FRAME HOUSE, 57.6 FEET NORTH OF
 MB2509'A 14-INCH PINE TREE, 16.9 FEET EAST OF THE CENTERLINE OF
 MB2509'LIMERIDGE ROAD, AND 9.6 FEET WEST OF A 24-INCH MAPLE TREE.
 MB2509'
 MB2509'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2509'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2509'STATION 74 087 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2509'
 MB2509'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2507 ***********************************************************************
 MB2507  DESIGNATION -  74 082 1 P CO
 MB2507  PID         -  MB2507
 MB2507  STATE/COUNTY-  OH/PORTAGE
 MB2507  USGS QUAD   -  RAVENNA (1994)
 MB2507
 MB2507                         *CURRENT SURVEY CONTROL
 MB2507  ___________________________________________________________________
 MB2507* NAD 83(1995)-  41 12 44.88454(N)    081 10 38.23849(W)     ADJUSTED  
 MB2507* NAVD 88     -       379.     (meters)    1243.     (feet)  VERTCON   
 MB2507  ___________________________________________________________________
 MB2507  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 MB2507  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2507
 MB2507  HORZ ORDER  -  SECOND
 MB2507
 MB2507.The horizontal coordinates were established by classical geodetic methods
 MB2507.and adjusted by the National Geodetic Survey in April 1998..
 MB2507
 MB2507.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2507
 MB2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2507
 MB2507.The geoid height was determined by GEOID03.
 MB2507
 MB2507;                    North         East     Units Scale Factor Converg.
 MB2507;SPC OH N     -   172,496.615   710,917.796   MT  0.99994232   +0 52 08.2
 MB2507;UTM  17      - 4,562,358.603   485,137.748   MT  0.99960272   -0 07 00.5
 MB2507
 MB2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2507!SPC OH N     -   0.99994586  x   0.99994232  =   0.99988818
 MB2507!UTM  17      -   0.99994586  x   0.99960272  =   0.99954860
 MB2507
 MB2507                          SUPERSEDED SURVEY CONTROL
 MB2507
 MB2507  NAD 83(1986)-  41 12 44.89152(N)    081 10 38.23923(W) AD(       ) 2
 MB2507  NAD 27      -  41 12 44.68956(N)    081 10 38.87916(W) AD(       ) 2
 MB2507  NGVD 29 (07/19/86)  379.     (m)         1243.     (f) VERT ANG       
 MB2507
 MB2507.Superseded values are not recommended for survey control.
 MB2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2507.See file dsdata.txt to determine how the superseded data were derived.
 MB2507
 MB2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8513862359(NAD 83)
 MB2507_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2507+STABILITY: SURFACE MOTION
 MB2507
 MB2507  HISTORY     - Date     Condition        Report By
 MB2507  HISTORY     - 1977     MONUMENTED       OH-133
 MB2507
 MB2507                          STATION DESCRIPTION
 MB2507
 MB2507'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2507'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF RAVENNA, 3-1/2
 MB2507'MILES SOUTHEAST OF SHALERSVILLE, 2-1/4 MILES SOUTHWEST OF
 MB2507'FREEDOM, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2507'
 MB2507'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2507'AND 88 IN NORTHEAST RAVENNA, GO NORTHEAST ON STATE ROUTE 88 FOR
 MB2507'3.45 MILES TO THE INTERSECTION OF COUNTY HIGHWAY 222, LIMERIDGE
 MB2507'ROAD.  CONTINUE NORTHEAST ON STATE ROUTE 88 FOR 0.4 MILE TO THE
 MB2507'TOP OF THE HILL AND THE STATION ON THE LEFT.
 MB2507'
 MB2507'STATION MARK, STAMPED---74-082-1 1977---, IS A PORTAGE COUNTY
 MB2507'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2507'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 115.0 FEET
 MB2507'SOUTH OF THE NORTHEAST CORNER OF A GARAGE, 81.2 FEET
 MB2507'SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY FRAME HOUSE,
 MB2507'ADDRESS NUMBER 8139, 69.5 FEET EAST OF A 28-INCH MAPLE TREE,
 MB2507'67.7 FEET WEST OF A POWER POLE, AND 19.7 FEET NORTHWEST OF THE
 MB2507'CENTERLINE OF STATE ROUTE 88.
 MB2507'
 MB2507'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2507'LIGHT ABOVE STATION MARK WAS 0.87 METERS.
 MB2507'STATION 83 310 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2507'
 MB2507'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2266 ***********************************************************************
 MB2266  DESIGNATION -  74 083 1 P CO
 MB2266  PID         -  MB2266
 MB2266  STATE/COUNTY-  OH/PORTAGE
 MB2266  USGS QUAD   -  MANTUA (1994)
 MB2266
 MB2266                         *CURRENT SURVEY CONTROL
 MB2266  ___________________________________________________________________
 MB2266* NAD 83(1995)-  41 16 25.55380(N)    081 11 31.52797(W)     ADJUSTED  
 MB2266* NAVD 88     -       381.     (meters)    1250.     (feet)  VERTCON   
 MB2266  ___________________________________________________________________
 MB2266  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 MB2266  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2266
 MB2266  HORZ ORDER  -  SECOND
 MB2266
 MB2266.The horizontal coordinates were established by classical geodetic methods
 MB2266.and adjusted by the National Geodetic Survey in April 1998..
 MB2266
 MB2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2266
 MB2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2266
 MB2266.The geoid height was determined by GEOID03.
 MB2266
 MB2266;                    North         East     Units Scale Factor Converg.
 MB2266;SPC OH N     -   179,284.308   709,574.515   MT  0.99994559   +0 51 33.2
 MB2266;UTM  17      - 4,569,166.082   483,911.870   MT  0.99960319   -0 07 36.2
 MB2266
 MB2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2266!SPC OH N     -   0.99994555  x   0.99994559  =   0.99989114
 MB2266!UTM  17      -   0.99994555  x   0.99960319  =   0.99954876
 MB2266
 MB2266                          SUPERSEDED SURVEY CONTROL
 MB2266
 MB2266  NAD 83(1986)-  41 16 25.56187(N)    081 11 31.52748(W) AD(       ) 2
 MB2266  NAD 27      -  41 16 25.36065(N)    081 11 32.16662(W) AD(       ) 2
 MB2266  NGVD 29 (07/19/86)  381.     (m)         1250.     (f) VERT ANG       
 MB2266
 MB2266.Superseded values are not recommended for survey control.
 MB2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2266.See file dsdata.txt to determine how the superseded data were derived.
 MB2266
 MB2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8391269166(NAD 83)
 MB2266_MARKER: Z = SEE DESCRIPTION
 MB2266_SETTING: 0 = UNSPECIFIED SETTING
 MB2266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2266
 MB2266  HISTORY     - Date     Condition        Report By
 MB2266  HISTORY     - 1977     MONUMENTED       OH-133
 MB2266
 MB2266                          STATION DESCRIPTION
 MB2266
 MB2266'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2266'THE STATION IS ABOUT 3-1/2 MILES NORTHWEST OF FREEDOM, 3-1/4
 MB2266'MILES NORTHEAST OF SHALERSVILLE, 1-3/4 MILES SOUTHEAST OF
 MB2266'MANTUA, AND ON THE RIGHT-OF-WAY OF VAUGHN ROAD,
 MB2266'TOWNSHIP HIGHWAY 272.
 MB2266'
 MB2266'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2266'AND 44 IN SHALERSVILLE, GO NORTH ON STATE ROUTE 44 FOR 2.0 MILES
 MB2266'TO THE INTERSECTION OF GOODELL ROAD, COUNTY HIGHWAY 220.
 MB2266'TURN RIGHT AND GO EAST ON GOODELL ROAD FOR 2.0 MILES TO THE
 MB2266'T-INTERSECTION OF VAUGHN ROAD.  TURN LEFT
 MB2266'AND GO NORTH ON VAUGHN ROAD FOR 0.4 MILE TO THE STATION IN
 MB2266'ROADWAY.
 MB2266'
 MB2266'STATION MARK IS A 1/2-INCH
 MB2266'IRON PIPE IN THE CENTER OF VAUGHN ROAD AND
 MB2266'ABOUT 4 INCHES BELOW THE ROAD SURFACE.  IT IS 74.07 FEET
 MB2266'NORTH-NORTHEAST OF A SPIKE AND
 MB2266'WASHER IN THE EAST SIDE OF A POWER POLE, 45.58 FEET NORTHEAST
 MB2266'OF A BRIDGE SPIKE IN THE EAST SIDE OF A 36-INCH MAPLE TREE,
 MB2266'24.45 FEET NORTHWEST OF A BRIDGE SPIKE IN THE NORTH SIDE OF A
 MB2266'36-INCH ASH TREE, AND 29.95 FEET EAST OF A 1-INCH IRON
 MB2266'PIPE ON THE RIGHT-OF-WAY OF VAUGHN ROAD.
 MB2266'
 MB2266'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2266'LIGHT ABOVE STATION MARK WAS 1.8 METERS.  STATION 85 042 1 P CO
 MB2266'CAN BE USED AS AN AZIMUTH MARK.
 MB2266'
 MB2266'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2556 ***********************************************************************
 MB2556  DESIGNATION -  74 087 1 P CO
 MB2556  PID         -  MB2556
 MB2556  STATE/COUNTY-  OH/PORTAGE
 MB2556  USGS QUAD   -  RAVENNA (1994)
 MB2556
 MB2556                         *CURRENT SURVEY CONTROL
 MB2556  ___________________________________________________________________
 MB2556* NAD 83(1995)-  41 14 18.26775(N)    081 10 59.01341(W)     ADJUSTED  
 MB2556* NAVD 88     -       370.     (meters)    1214.     (feet)  VERTCON   
 MB2556  ___________________________________________________________________
 MB2556  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MB2556  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MB2556
 MB2556  HORZ ORDER  -  SECOND
 MB2556
 MB2556.The horizontal coordinates were established by classical geodetic methods
 MB2556.and adjusted by the National Geodetic Survey in April 1998..
 MB2556
 MB2556.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2556
 MB2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2556
 MB2556.The geoid height was determined by GEOID03.
 MB2556
 MB2556;                    North         East     Units Scale Factor Converg.
 MB2556;SPC OH N     -   175,369.626   710,390.417   MT  0.99994357   +0 51 54.6
 MB2556;UTM  17      - 4,565,239.282   484,660.039   MT  0.99960290   -0 07 14.4
 MB2556
 MB2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2556!SPC OH N     -   0.99994727  x   0.99994357  =   0.99989084
 MB2556!UTM  17      -   0.99994727  x   0.99960290  =   0.99955019
 MB2556
 MB2556:                Primary Azimuth Mark                     Grid Az
 MB2556:SPC OH N     -  74 078 1 P CO                            000 25 28.4
 MB2556:UTM  17      -  74 078 1 P CO                            001 24 37.4
 MB2556
 MB2556|---------------------------------------------------------------------|
 MB2556| PID    Reference Object                     Distance      Geod. Az  |
 MB2556|                                                           dddmmss.s |
 MB2556| MB2509 74 078 1 P CO                       APPROX. 1.0 KM 0011723.0 |
 MB2556| MB2555 74 087 1 P CO PTA                     8.812 METERS 05052     |
 MB2556| MB2554 74 087 1 P CO ECC                     6.841 METERS 09129     |
 MB2556| MB2527 84 026 1 P CO                       APPROX. 2.5 KM 2705832.7 |
 MB2556|---------------------------------------------------------------------|
 MB2556
 MB2556                          SUPERSEDED SURVEY CONTROL
 MB2556
 MB2556  NAD 83(1986)-  41 14 18.27493(N)    081 10 59.01361(W) AD(       ) 2
 MB2556  NAD 27      -  41 14 18.07357(N)    081 10 59.65353(W) AD(       ) 2
 MB2556  NGVD 29 (07/19/86)  370.     (m)         1214.     (f) VERT ANG       
 MB2556
 MB2556.Superseded values are not recommended for survey control.
 MB2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2556.See file dsdata.txt to determine how the superseded data were derived.
 MB2556
 MB2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8466065239(NAD 83)
 MB2556_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2556+STABILITY: SURFACE MOTION
 MB2556
 MB2556  HISTORY     - Date     Condition        Report By
 MB2556  HISTORY     - 1977     MONUMENTED       OH-133
 MB2556
 MB2556                          STATION DESCRIPTION
 MB2556
 MB2556'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2556'THE STATION IS ABOUT 5-3/4 MILES NORTH OF CHARLESTON, 2-1/2
 MB2556'MILES EAST OF SHALERSVILLE, 1-3/4 MILES WEST OF FREEDOM, AND ON
 MB2556'RIGHT-OF-WAY OF STATE ROUTE 303.
 MB2556'
 MB2556'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 700
 MB2556'AND 303 IN FREEDOM, GO WEST ON STATE ROUTE 303 FOR 2.8 MILES
 MB2556'TO THE INTERSECTION OF LIMERIDGE ROAD, COUNTY HIGHWAY 222,
 MB2556'AND THE STATION IS IN THE NORTHWEST CORNER OF THE INTERSECTION.
 MB2556'(TURN RIGHT ON LIMERIDGE ROAD AND GO NORTH FOR 0.6 MILE TO
 MB2556'AZIMUTH MARK 74 078 1 P CO ON THE RIGHT.) CONTINUE WEST ON
 MB2556'STATE ROUTE 303 FOR 1.5 MILES TO AZIMUTH MARK 84 026 1 P CO ON
 MB2556'THE RIGHT, 500 FEET WEST OF THE INTERSECTION OF PECK ROAD,
 MB2556'COUNTY HIGHWAY 167.
 MB2556'
 MB2556'STATION MARKS, STAMPED---74-087-1 1977---, ARE PORTAGE COUNTY
 MB2556'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2556'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2556'SURFACE.  IT IS 54.2 FEET SOUTH-SOUTHWEST OF A 20-INCH MAPLE
 MB2556'TREE, 43.2 FEET EAST OF A 6-INCH FRUIT TREE, 42.1 FEET
 MB2556'SOUTHEAST OF THE SOUTHEAST CORNER OF A 1-1/2 STORY FRAME HOUSE,
 MB2556'ADDRESS NUMBER 9075, 40.6 FEET WEST OF THE CENTERLINE OF
 MB2556'LIMERIDGE ROAD, 25.7 FEET NORTH OF THE CENTERLINE OF STATE
 MB2556'ROUTE 303, AND 18.5 FEET WEST OF POWER POLE NUMBER FD 41.
 MB2556'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2556'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2556'
 MB2556'AZIMUTH MARK 84 026 1 P CO, STAMPED---84-026-1 1977---, IS A
 MB2556'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2556'CYLINDRICAL CONCRETE POST SET FLUSH WITH THE GROUND SURFACE.
 MB2556'IT IS 73.7 FEET SOUTHWEST OF A 10-INCH EVERGREEN TREE, 72.0
 MB2556'FEET SOUTH OF A 6-INCH MAPLE TREE, 56.0 FEET NORTHEAST OF A
 MB2556'POWER POLE, 18.6 FEET NORTH OF THE CENTERLINE OF STATE ROUTE
 MB2556'303, AND 13.8 FEET WEST OF TELEPHONE POLE NUMBER 3/3.
 MB2556'
 MB2556'AZIMUTH MARK 74 078 1 P CO, STAMPED---74-078-1 1977---, IS A
 MB2556'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2556'CYLINDRICAL CONCRETE POST AND FLUSH WITH THE GROUND SURFACE.
 MB2556'IT IS 77.4 FEET SOUTH OF A 24-INCH MAPLE TREE, 72.8 FEET
 MB2556'NORTHWEST OF THE NORTHWEST CORNER OF A TWO STORY FRAME HOUSE,
 MB2556'57.6 FEET NORTH OF A 14-INCH PINE TREE, 16.9 FEET EAST OF THE
 MB2556'CENTERLINE OF LIMERIDGE ROAD, AND 9.6 FEET WEST OF A 24-INCH
 MB2556'MAPLE TREE.
 MB2556'
 MB2556'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2556'LIGHT ABOVE STATION MARK WAS 1.3 METERS.
 MB2556'
 MB2556'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2503 ***********************************************************************
 MB2503  DESIGNATION -  74 092 1 P CO
 MB2503  PID         -  MB2503
 MB2503  STATE/COUNTY-  OH/PORTAGE
 MB2503  USGS QUAD   -  RAVENNA (1994)
 MB2503
 MB2503                         *CURRENT SURVEY CONTROL
 MB2503  ___________________________________________________________________
 MB2503* NAD 83(1995)-  41 12 07.22112(N)    081 10 24.12998(W)     ADJUSTED  
 MB2503* NAVD 88     -       367.     (meters)    1204.     (feet)  VERTCON   
 MB2503  ___________________________________________________________________
 MB2503  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 MB2503  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2503
 MB2503  HORZ ORDER  -  SECOND
 MB2503
 MB2503.The horizontal coordinates were established by classical geodetic methods
 MB2503.and adjusted by the National Geodetic Survey in April 1998..
 MB2503
 MB2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2503
 MB2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2503
 MB2503.The geoid height was determined by GEOID03.
 MB2503
 MB2503;                    North         East     Units Scale Factor Converg.
 MB2503;SPC OH N     -   171,339.913   711,264.078   MT  0.99994188   +0 52 17.5
 MB2503;UTM  17      - 4,561,196.510   485,463.969   MT  0.99960260   -0 06 51.1
 MB2503
 MB2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2503!SPC OH N     -   0.99994774  x   0.99994188  =   0.99988962
 MB2503!UTM  17      -   0.99994774  x   0.99960260  =   0.99955036
 MB2503
 MB2503                          SUPERSEDED SURVEY CONTROL
 MB2503
 MB2503  NAD 83(1986)-  41 12 07.22822(N)    081 10 24.13073(W) AD(       ) 2
 MB2503  NAD 27      -  41 12 07.02550(N)    081 10 24.77127(W) AD(       ) 2
 MB2503  NGVD 29 (07/19/86)  367.     (m)         1204.     (f) VERT ANG       
 MB2503
 MB2503.Superseded values are not recommended for survey control.
 MB2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2503.See file dsdata.txt to determine how the superseded data were derived.
 MB2503
 MB2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8546461197(NAD 83)
 MB2503_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2503+STABILITY: SURFACE MOTION
 MB2503
 MB2503  HISTORY     - Date     Condition        Report By
 MB2503  HISTORY     - 1977     MONUMENTED       OH-133
 MB2503
 MB2503                          STATION DESCRIPTION
 MB2503
 MB2503'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2503'THE STATION IS ABOUT 4-3/4 MILES NORTHEAST OF RAVENNA, 4
 MB2503'MILES SOUTHEAST OF SHALERSVILLE, 2-3/4 MILES SOUTHWEST OF
 MB2503'FREEDOM, AND ON THE RIGHT-OF-WAY OF VAIR ROAD, TOWNSHIP
 MB2503'HIGHWAY 175.
 MB2503'
 MB2503'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2503'AND 88 IN NORTHEAST RAVENNA,
 MB2503'GO NORTHEAST ON STATE ROUTE 88 FOR 4.1 MILES TO THE
 MB2503'INTERSECTION OF KING ROAD, TOWNSHIP HIGHWAY 229.  TURN SHARP RIGHT
 MB2503'AND GO SOUTH ON KING ROAD FOR 0.85 MILE TO THE T-INTERSECTION
 MB2503'OF VAIR ROAD AND THE STATION IN THE ROADWAY OF THE
 MB2503'INTERSECTION.
 MB2503'
 MB2503'STATION MARK, STAMPED---74-092-1 1977---, IS A PORTAGE COUNTY
 MB2503'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2503'POST AND 8 INCHES BELOW THE ROAD SURFACE.  IT IS
 MB2503'109.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE,
 MB2503'ADDRESS NUMBER 7763 KING ROAD, 80.5 FEET EAST OF A 12-INCH
 MB2503'WILD CHERRY TREE, 65.0 FEET SOUTHWEST OF A POWER POLE,
 MB2503'38.4 FEET NORTHEAST OF TELEPHONE POLE NUMBER 58/20, AND 17.1
 MB2503'FEET NORTH OF THE CENTERLINE OF VAIR ROAD.
 MB2503'
 MB2503'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2503'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2503'STATION 73 074 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2503'
 MB2503'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2498 ***********************************************************************
 MB2498  DESIGNATION -  74 094 1 P CO
 MB2498  PID         -  MB2498
 MB2498  STATE/COUNTY-  OH/PORTAGE
 MB2498  USGS QUAD   -  RAVENNA (1994)
 MB2498
 MB2498                         *CURRENT SURVEY CONTROL
 MB2498  ___________________________________________________________________
 MB2498* NAD 83(1995)-  41 12 07.32924(N)    081 09 33.29035(W)     ADJUSTED  
 MB2498* NAVD 88     -       363.     (meters)    1191.     (feet)  VERTCON   
 MB2498  ___________________________________________________________________
 MB2498  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 MB2498  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MB2498
 MB2498  HORZ ORDER  -  SECOND
 MB2498
 MB2498.The horizontal coordinates were established by classical geodetic methods
 MB2498.and adjusted by the National Geodetic Survey in April 1998..
 MB2498
 MB2498.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2498
 MB2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2498
 MB2498.The geoid height was determined by GEOID03.
 MB2498
 MB2498;                    North         East     Units Scale Factor Converg.
 MB2498;SPC OH N     -   171,361.360   712,448.352   MT  0.99994188   +0 52 50.9
 MB2498;UTM  17      - 4,561,197.580   486,648.034   MT  0.99960219   -0 06 17.6
 MB2498
 MB2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2498!SPC OH N     -   0.99994837  x   0.99994188  =   0.99989025
 MB2498!UTM  17      -   0.99994837  x   0.99960219  =   0.99955058
 MB2498
 MB2498                          SUPERSEDED SURVEY CONTROL
 MB2498
 MB2498  NAD 83(1986)-  41 12 07.33621(N)    081 09 33.29110(W) AD(       ) 2
 MB2498  NAD 27      -  41 12 07.13361(N)    081 09 33.93328(W) AD(       ) 2
 MB2498  NGVD 29 (07/19/86)  363.     (m)         1191.     (f) VERT ANG       
 MB2498
 MB2498.Superseded values are not recommended for survey control.
 MB2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2498.See file dsdata.txt to determine how the superseded data were derived.
 MB2498
 MB2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8664861198(NAD 83)
 MB2498_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2498+STABILITY: SURFACE MOTION
 MB2498
 MB2498  HISTORY     - Date     Condition        Report By
 MB2498  HISTORY     - 1977     MONUMENTED       OH-133
 MB2498
 MB2498                          STATION DESCRIPTION
 MB2498
 MB2498'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2498'THE STATION IS ABOUT 4-3/4 MILES SOUTHEAST OF SHALERSVILLE,
 MB2498'2-3/4 MILES NORTH-NORTHEAST OF AUGERBURG, 2-1/2 MILES SOUTH-
 MB2498'SOUTHWEST OF FREEDOM, AND IN THE RIGHT-OF-WAY OF VAIR ROAD,
 MB2498'TOWNSHIP HIGHWAY 175.
 MB2498'
 MB2498'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2498'AND 44 IN NORTHEAST RAVENNA,
 MB2498'GO NORTHEAST ON STATE ROUTE 88 FOR 4.1 MILES TO THE
 MB2498'INTERSECTION OF KING ROAD, TOWNSHIP HIGHWAY 229.  TURN SHARP RIGHT
 MB2498'KING ROAD AND GO SOUTH 0.85 MILE TO THE INTERSECTION OF VAIR
 MB2498'ROAD.  TURN LEFT ON VAIR ROAD AND GO EAST FOR 0.8
 MB2498'MILE TO A CURVE IN THE ROAD AND THE STATION ON THE LEFT.
 MB2498'
 MB2498'STATION MARK, STAMPED---74-094-1 1977---, IS A PORTAGE COUNTY
 MB2498'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2498'POST AND FLUSH WITH THE GROUND SURFACE.  IT IS 139.0 FEET
 MB2498'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, ADDRESS NUMBER
 MB2498'6519, 135.0 FEET WEST OF A 24-INCH MAPLE TREE, 92.8 FEET
 MB2498'NORTHWEST OF TELEPHONE POLE NUMBER 121/17, 17.9 FEET NORTH
 MB2498'OF THE CENTERLINE OF VAIR ROAD, AND 11.5 FEET EAST OF A 24-INCH
 MB2498'MAPLE TREE.
 MB2498'
 MB2498'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2498'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2498'STATION 73 074 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2498'
 MB2498'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0552 ***********************************************************************
 MC0552  DESIGNATION -  740
 MC0552  PID         -  MC0552
 MC0552  STATE/COUNTY-  OH/WOOD
 MC0552  USGS QUAD   -  BLOOMDALE (1972)
 MC0552
 MC0552                         *CURRENT SURVEY CONTROL
 MC0552  ___________________________________________________________________
 MC0552* NAD 83(1986)-  41 10 02.     (N)    083 32 10.     (W)     SCALED    
 MC0552* NAVD 88     -       225.416  (meters)     739.55   (feet)  ADJUSTED  
 MC0552  ___________________________________________________________________
 MC0552  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC0552  DYNAMIC HT  -         225.315 (meters)     739.22  (feet)  COMP
 MC0552  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 MC0552
 MC0552  VERT ORDER  -  FIRST     CLASS II
 MC0552
 MC0552.The horizontal coordinates were scaled from a topographic map and have
 MC0552.an estimated accuracy of +/- 6 seconds.
 MC0552
 MC0552.The orthometric height was determined by differential leveling
 MC0552.and adjusted by the National Geodetic Survey in June 1991..
 MC0552
 MC0552.The geoid height was determined by GEOID03.
 MC0552
 MC0552.The dynamic height is computed by dividing the NAVD 88
 MC0552.geopotential number by the normal gravity value computed on the
 MC0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0552.degrees latitude (g = 980.6199 gals.).
 MC0552
 MC0552.The modeled gravity was interpolated from observed gravity values.
 MC0552
 MC0552;                    North         East    Units  Estimated Accuracy
 MC0552;SPC OH N     -   167,150.      513,050.      MT  (+/- 180 meters Scaled)
 MC0552
 MC0552                          SUPERSEDED SURVEY CONTROL
 MC0552
 MC0552  NGVD 29 (??/??/92)  225.60   (m)          740.2    (f) COMPUTED    1 2
 MC0552
 MC0552.Superseded values are not recommended for survey control.
 MC0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0552.See file dsdata.txt to determine how the superseded data were derived.
 MC0552
 MC0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF872604(NAD 83)
 MC0552_MARKER: DD = SURVEY DISK
 MC0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0552_SP_SET: ABUTMENT
 MC0552_STAMPING: 740 TOLEDO
 MC0552_MARK LOGO: USGS  
 MC0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0552
 MC0552  HISTORY     - Date     Condition        Report By
 MC0552  HISTORY     - UNK      MONUMENTED       USGS
 MC0552  HISTORY     - 1954     GOOD             CGS
 MC0552  HISTORY     - 1968     MARK NOT FOUND   CGS
 MC0552
 MC0552                          STATION DESCRIPTION
 MC0552
 MC0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MC0552'1.5 MI NE FROM BLOOMDALE.
 MC0552'0.35 MILE NORTH ALONG MAIN STREET FROM THE CROSSING OF THE
 MC0552'BALTIMORE AND OHIO RAILROAD AT BLOOMDALE, THENCE ABOUT 1.25
 MC0552'MILES EAST ALONG VINE STREET AND ROBBINS ROAD, ABOUT 0.1 MILE
 MC0552'WEST OF CROSSING OF NYE ROAD, ABOUT 0.25 MILE EAST OF JUNCTION
 MC0552'OF EMERSON ROAD LEADING NORTH, IN THE TOP OF THE SOUTH END OF THE
 MC0552'EAST STONE ABUTMENT OF A BRIDGE OVER SOUTH BRANCH OF PORTAGE
 MC0552'RIVER, 8 FEET SOUTH OF CENTER LINE OF ROBBINS ROAD, 1/2 FOOT
 MC0552'SOUTHEAST OF EAST END OF SOUTH STEEL GIRDER, AND ABOUT 1 FOOT
 MC0552'BELOW LEVEL OF ROAD.  NOTE-- MARK MAY BE REACHED FROM THE B. AND
 MC0552'O, RR STATION AT BLOOMDALE BY GOING ABOUT 1.75 MILES WEST ALONG
 MC0552'TRACK, THENCE ABOUT 0.65 MILE NORTHWEST ALONG BLACK TOP ROAD,
 MC0552'THENCE ABOUT 0.1 MILE WEST ALONG ROBBINS ROAD.  NOTE-- A NEW
 MC0552'CONCRETE BRIDGE HAS BEEN BUILT AT THE DESCRIBED LOCATION AND THE
 MC0552'MARK WAS PROBABLY DESTROYED.
 MC0552
 MC0552                          STATION RECOVERY (1968)
 MC0552
 MC0552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MC0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0303 ***********************************************************************
 JZ0303  DESIGNATION -  740
 JZ0303  PID         -  JZ0303
 JZ0303  STATE/COUNTY-  OH/CLERMONT
 JZ0303  USGS QUAD   -  SOUTH LEBANON (1979)
 JZ0303
 JZ0303                         *CURRENT SURVEY CONTROL
 JZ0303  ___________________________________________________________________
 JZ0303* NAD 83(1986)-  39 15 19.     (N)    084 11 18.     (W)     SCALED    
 JZ0303* NAVD 88     -       225.229  (meters)     738.94   (feet)  ADJUSTED  
 JZ0303  ___________________________________________________________________
 JZ0303  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ0303  DYNAMIC HT  -         225.089 (meters)     738.48  (feet)  COMP
 JZ0303  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 JZ0303
 JZ0303  VERT ORDER  -  FIRST     CLASS II
 JZ0303
 JZ0303.The horizontal coordinates were scaled from a topographic map and have
 JZ0303.an estimated accuracy of +/- 6 seconds.
 JZ0303
 JZ0303.The orthometric height was determined by differential leveling
 JZ0303.and adjusted by the National Geodetic Survey in June 1991..
 JZ0303
 JZ0303.The geoid height was determined by GEOID03.
 JZ0303
 JZ0303.The dynamic height is computed by dividing the NAVD 88
 JZ0303.geopotential number by the normal gravity value computed on the
 JZ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0303.degrees latitude (g = 980.6199 gals.).
 JZ0303
 JZ0303.The modeled gravity was interpolated from observed gravity values.
 JZ0303
 JZ0303;                    North         East    Units  Estimated Accuracy
 JZ0303;SPC OH S     -   140,710.      454,290.      MT  (+/- 180 meters Scaled)
 JZ0303
 JZ0303                          SUPERSEDED SURVEY CONTROL
 JZ0303
 JZ0303  NGVD 29 (??/??/92)  225.400  (m)          739.50   (f) ADJ UNCH    1 2
 JZ0303
 JZ0303.Superseded values are not recommended for survey control.
 JZ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0303.See file dsdata.txt to determine how the superseded data were derived.
 JZ0303
 JZ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ426488(NAD 83)
 JZ0303_MARKER: R = RIVET
 JZ0303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JZ0303_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JZ0303_STAMPING: 740 OHIO
 JZ0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0303
 JZ0303  HISTORY     - Date     Condition        Report By
 JZ0303  HISTORY     - UNK      MONUMENTED       USGS
 JZ0303  HISTORY     - 1935     GOOD             NGS
 JZ0303
 JZ0303                          STATION DESCRIPTION
 JZ0303
 JZ0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JZ0303'AT HILLS.
 JZ0303'AT HILLS, CLERMONT COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JZ0303'105 YARDS WEST OF THE WEST CORNER OF THE CONCRETE ABUTMENT OF AN
 JZ0303'IRON OVERPASS, 12 FEET NORTHEAST OF THE CENTERLINE OF A ROAD,
 JZ0303'61 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 11 FEET
 JZ0303'NORTHWEST OF THE SOUTHWEST CORNER OF A FENCE, AND ABOUT 5 FEET
 JZ0303'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JZ0303'CAP, STAMPED 740 OHIO AND RIVETED ON THE TOP OF A 3-1/2-INCH
 JZ0303'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0720 ***********************************************************************
 KZ0720  DESIGNATION -  740
 KZ0720  PID         -  KZ0720
 KZ0720  STATE/COUNTY-  OH/MUSKINGUM
 KZ0720  USGS QUAD   -  DRESDEN (1978)
 KZ0720
 KZ0720                         *CURRENT SURVEY CONTROL
 KZ0720  ___________________________________________________________________
 KZ0720* NAD 83(1986)-  40 07 15.     (N)    082 00 33.     (W)     SCALED    
 KZ0720* NAVD 88     -       225.447  (meters)     739.65   (feet)  ADJUSTED  
 KZ0720  ___________________________________________________________________
 KZ0720  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KZ0720  DYNAMIC HT  -         225.329 (meters)     739.27  (feet)  COMP
 KZ0720  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 KZ0720
 KZ0720  VERT ORDER  -  SECOND    CLASS 0
 KZ0720
 KZ0720.The horizontal coordinates were scaled from a topographic map and have
 KZ0720.an estimated accuracy of +/- 6 seconds.
 KZ0720
 KZ0720.The orthometric height was determined by differential leveling
 KZ0720.and adjusted by the National Geodetic Survey in June 1991..
 KZ0720
 KZ0720.The geoid height was determined by GEOID03.
 KZ0720
 KZ0720.The dynamic height is computed by dividing the NAVD 88
 KZ0720.geopotential number by the normal gravity value computed on the
 KZ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0720.degrees latitude (g = 980.6199 gals.).
 KZ0720
 KZ0720.The modeled gravity was interpolated from observed gravity values.
 KZ0720
 KZ0720;                    North         East    Units  Estimated Accuracy
 KZ0720;SPC OH S     -   235,560.      641,840.      MT  (+/- 180 meters Scaled)
 KZ0720
 KZ0720                          SUPERSEDED SURVEY CONTROL
 KZ0720
 KZ0720  NGVD 29 (??/??/92)  225.671  (m)          740.39   (f) ADJ UNCH    2 0
 KZ0720
 KZ0720.Superseded values are not recommended for survey control.
 KZ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0720.See file dsdata.txt to determine how the superseded data were derived.
 KZ0720
 KZ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME140416(NAD 83)
 KZ0720_MARKER: DD = SURVEY DISK
 KZ0720_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0720_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0720_STAMPING: OHIO 740
 KZ0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0720
 KZ0720  HISTORY     - Date     Condition        Report By
 KZ0720  HISTORY     - UNK      MONUMENTED       USGS
 KZ0720  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ0720
 KZ0720                          STATION DESCRIPTION
 KZ0720
 KZ0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0720'AT DRESDEN.
 KZ0720'AT DRESDEN, MUSKINGUM COUNTY, 125 YARDS NORTH OF THE PENNSYLVANIA
 KZ0720'RAILROAD STATION, AT THE NORTHWEST CORNER OF THE PUBLIC SCHOOL
 KZ0720'GROUND, 135 FEET WEST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE,
 KZ0720'27 FEET EAST OF THE EAST RAIL, 24 FEET SOUTH OF THE CENTERLINE
 KZ0720'OF A GRAVEL ROAD, 6 FEET SOUTH OF A 20-INCH MAPLE TREE, AND 2 FEET
 KZ0720'ABOVE THE LEVEL OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 KZ0720'STANDARD CAP, STAMPED OHIO 740 AND RIVETED ON THE TOP OF A
 KZ0720'3-1/2-INCH IRON PIPE PROJECTING 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0996 ***********************************************************************
 JY0996  DESIGNATION -  740.16
 JY0996  PID         -  JY0996
 JY0996  STATE/COUNTY-  OH/ADAMS
 JY0996  USGS QUAD   -  SINKING SPRING (1988)
 JY0996
 JY0996                         *CURRENT SURVEY CONTROL
 JY0996  ___________________________________________________________________
 JY0996* NAD 83(1986)-  39 02 42.     (N)    083 23 16.     (W)     SCALED    
 JY0996* NAVD 88     -       225.508  (meters)     739.85   (feet)  ADJUSTED  
 JY0996  ___________________________________________________________________
 JY0996  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JY0996  DYNAMIC HT  -         225.371 (meters)     739.40  (feet)  COMP
 JY0996  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 JY0996
 JY0996  VERT ORDER  -  SECOND    CLASS 0
 JY0996
 JY0996.The horizontal coordinates were scaled from a topographic map and have
 JY0996.an estimated accuracy of +/- 6 seconds.
 JY0996
 JY0996.The orthometric height was determined by differential leveling
 JY0996.and adjusted by the National Geodetic Survey in June 1991..
 JY0996
 JY0996.The geoid height was determined by GEOID03.
 JY0996
 JY0996.The dynamic height is computed by dividing the NAVD 88
 JY0996.geopotential number by the normal gravity value computed on the
 JY0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0996.degrees latitude (g = 980.6199 gals.).
 JY0996
 JY0996.The modeled gravity was interpolated from observed gravity values.
 JY0996
 JY0996;                    North         East    Units  Estimated Accuracy
 JY0996;SPC OH S     -   116,390.      523,150.      MT  (+/- 180 meters Scaled)
 JY0996
 JY0996                          SUPERSEDED SURVEY CONTROL
 JY0996
 JY0996  NGVD 29 (??/??/92)  225.698  (m)          740.48   (f) ADJ UNCH    2 0
 JY0996
 JY0996.Superseded values are not recommended for survey control.
 JY0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0996.See file dsdata.txt to determine how the superseded data were derived.
 JY0996
 JY0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD933244(NAD 83)
 JY0996_MARKER: Q = CHISELED SQUARE
 JY0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0996_SP_SET: CULVERT
 JY0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0996
 JY0996  HISTORY     - Date     Condition        Report By
 JY0996  HISTORY     - UNK      MONUMENTED       USGS
 JY0996  HISTORY     - 1935     GOOD             NGS
 JY0996
 JY0996                          STATION DESCRIPTION
 JY0996
 JY0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY0996'4.2 MI N FROM LOCUST GROVE.
 JY0996'4.2 MILES NORTH ALONG STATE HIGHWAY 41 FROM THE INTERSECTION OF
 JY0996'STATE HIGHWAY 73 AT LOCUST GROVE, ADAMS COUNTY, 149 YARDS SOUTHEAST
 JY0996'OF THE SOUTH CORNER OF A 2-STORY T-SHAPED FRAME HOUSE, 6 YARDS
 JY0996'NORTH OF THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING TO
 JY0996'THE J.L. RYAN FARM, ON THE TOP OF THE CENTER OF THE HEADWALL
 JY0996'OF A CONCRETE CULVERT, 3-1/2 YARDS NORTHEAST OF THE CENTERLINE
 JY0996'OF THE HIGHWAY, AND LEVEL WITH THE ROAD.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0102 ***********************************************************************
 JY0102  DESIGNATION -  741
 JY0102  PID         -  JY0102
 JY0102  STATE/COUNTY-  OH/HOCKING
 JY0102  USGS QUAD   -  LOGAN (1992)
 JY0102
 JY0102                         *CURRENT SURVEY CONTROL
 JY0102  ___________________________________________________________________
 JY0102* NAD 83(1986)-  39 32 24.     (N)    082 24 28.     (W)     SCALED    
 JY0102* NAVD 88     -       225.660  (meters)     740.35   (feet)  POSTED    
 JY0102  ___________________________________________________________________
 JY0102  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY0102  DYNAMIC HT  -         225.530 (meters)     739.93  (feet)  COMP
 JY0102  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 JY0102
 JY0102  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JY0102
 JY0102.The horizontal coordinates were scaled from a topographic map and have
 JY0102.an estimated accuracy of +/- 6 seconds.
 JY0102
 JY0102.The orthometric height was determined by differential leveling
 JY0102.and adjusted by the National Geodetic Survey in 1992..
 JY0102.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JY0102.rate greater than 8.0 mm/km.
 JY0102
 JY0102.The geoid height was determined by GEOID03.
 JY0102
 JY0102.The dynamic height is computed by dividing the NAVD 88
 JY0102.geopotential number by the normal gravity value computed on the
 JY0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0102.degrees latitude (g = 980.6199 gals.).
 JY0102
 JY0102.The modeled gravity was interpolated from observed gravity values.
 JY0102
 JY0102;                    North         East    Units  Estimated Accuracy
 JY0102;SPC OH S     -   170,970.      607,930.      MT  (+/- 180 meters Scaled)
 JY0102
 JY0102                          SUPERSEDED SURVEY CONTROL
 JY0102
 JY0102  NGVD 29 (??/??/92)  225.784  (m)          740.76   (f) ADJ UNCH    2 0
 JY0102
 JY0102.Superseded values are not recommended for survey control.
 JY0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0102.See file dsdata.txt to determine how the superseded data were derived.
 JY0102
 JY0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD790776(NAD 83)
 JY0102_MARKER: DD = SURVEY DISK
 JY0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0102_SP_SET: FOUNDATION
 JY0102_STAMPING: 740.64
 JY0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY0102+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 JY0102
 JY0102  HISTORY     - Date     Condition        Report By
 JY0102  HISTORY     - UNK      MONUMENTED       USGS
 JY0102  HISTORY     - 1934     GOOD             NGS
 JY0102  HISTORY     - 20051227 GOOD             GEOCAC
 JY0102
 JY0102                          STATION DESCRIPTION
 JY0102
 JY0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY0102'AT LOGAN.
 JY0102'AT LOGAN, HOCKING COUNTY, 87 YARDS SOUTHWEST OF THE CENTER OF THE
 JY0102'CROSSING OF STATE HIGHWAY 75 AND 31, 65 YARDS EAST OF THE
 JY0102'NORTHEAST CORNER OF THE COUNTY COURTHOUSE, AT THE LOGAN REPUBLICAN
 JY0102'PRINTING SHOP, IN THE TOP OF THE NORTH FOUNDATION, 12 FEET EAST
 JY0102'OF THE CENTER OF THE NORTH DOOR, 5 FEET WEST OF THE CENTER OF THE
 JY0102'DOOR TO A STAIRWAY LEADING TO THE SECOND FLOOR, 42 FEET SOUTH OF
 JY0102'THE CENTERLINE OF MAIN STREET, AND LEVEL WITH THE PAVEMENT.  A
 JY0102'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 740.64.
 JY0102
 JY0102                          STATION RECOVERY (2005)
 JY0102
 JY0102'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JY0102'THE BUILDING NOW HOUSES THE HOCKING COUNTY MUNICIPAL COURT AND IS AT
 JY0102'51 E MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0156 ***********************************************************************
 JY0156  DESIGNATION -  741
 JY0156  PID         -  JY0156
 JY0156  STATE/COUNTY-  OH/VINTON
 JY0156  USGS QUAD   -  ZALESKI (1995)
 JY0156
 JY0156                         *CURRENT SURVEY CONTROL
 JY0156  ___________________________________________________________________
 JY0156* NAD 83(1986)-  39 16 55.     (N)    082 23 39.     (W)     SCALED    
 JY0156* NAVD 88     -       225.838  (meters)     740.94   (feet)  ADJUSTED  
 JY0156  ___________________________________________________________________
 JY0156  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JY0156  DYNAMIC HT  -         225.698 (meters)     740.48  (feet)  COMP
 JY0156  MODELED GRAV-     980,005.1   (mgal)                       NAVD 88
 JY0156
 JY0156  VERT ORDER  -  FIRST     CLASS II
 JY0156
 JY0156.The horizontal coordinates were scaled from a topographic map and have
 JY0156.an estimated accuracy of +/- 6 seconds.
 JY0156
 JY0156.The orthometric height was determined by differential leveling
 JY0156.and adjusted by the National Geodetic Survey in June 1991..
 JY0156
 JY0156.The geoid height was determined by GEOID03.
 JY0156
 JY0156.The dynamic height is computed by dividing the NAVD 88
 JY0156.geopotential number by the normal gravity value computed on the
 JY0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0156.degrees latitude (g = 980.6199 gals.).
 JY0156
 JY0156.The modeled gravity was interpolated from observed gravity values.
 JY0156
 JY0156;                    North         East    Units  Estimated Accuracy
 JY0156;SPC OH S     -   142,320.      609,130.      MT  (+/- 180 meters Scaled)
 JY0156
 JY0156                          SUPERSEDED SURVEY CONTROL
 JY0156
 JY0156  NGVD 29 (??/??/92)  226.006  (m)          741.49   (f) ADJ UNCH    1 2
 JY0156
 JY0156.Superseded values are not recommended for survey control.
 JY0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0156.See file dsdata.txt to determine how the superseded data were derived.
 JY0156
 JY0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD797489(NAD 83)
 JY0156_MARKER: DD = SURVEY DISK
 JY0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0156_SP_SET: FOUNDATION
 JY0156_STAMPING: 741 ADJ 1903
 JY0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY0156+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 JY0156
 JY0156  HISTORY     - Date     Condition        Report By
 JY0156  HISTORY     - 1903     MONUMENTED       USGS
 JY0156  HISTORY     - 1943     GOOD             NGS
 JY0156  HISTORY     - 1976     GOOD             NGS
 JY0156  HISTORY     - 20060415 GOOD             GEOCAC
 JY0156
 JY0156                          STATION DESCRIPTION
 JY0156
 JY0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0156'AT ZALESKI.
 JY0156'AT ZALESKI, VINTON COUNTY, AT THE STORE BUILDING OCCUPIED IN 1943
 JY0156'BY FISHER BROTHERS, IN THE WEST FACE OF THE FOUNDATION, 0.5 FOOT
 JY0156'FROM THE NORTHWEST CORNER, 39 FEET EAST OF THE CENTERLINE OF THE
 JY0156'STREET, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE SIDEWALK.  A
 JY0156'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 741 ADJ 1903
 JY0156'AND SET VERTICALLY.
 JY0156
 JY0156                          STATION RECOVERY (1976)
 JY0156
 JY0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0156'RECOVERED IN GOOD CONDITION.
 JY0156
 JY0156                          STATION RECOVERY (2006)
 JY0156
 JY0156'RECOVERY NOTE BY GEOCACHING 2006 (SC)
 JY0156'NAD83 HANDHELD GPS COORDINATES  39 16 55.8 N  82 23 37.9
 JY0156'STORE IS VACANT, BUILDING USED FOR PRIVATE STORAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0268 ***********************************************************************
 MD0268  DESIGNATION -  743
 MD0268  PID         -  MD0268
 MD0268  STATE/COUNTY-  OH/PAULDING
 MD0268  USGS QUAD   -  PAYNE (1973)
 MD0268
 MD0268                         *CURRENT SURVEY CONTROL
 MD0268  ___________________________________________________________________
 MD0268* NAD 83(1986)-  41 07 16.     (N)    084 43 37.     (W)     SCALED    
 MD0268* NAVD 88     -       225.643  (meters)     740.30   (feet)  ADJUSTED  
 MD0268  ___________________________________________________________________
 MD0268  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MD0268  DYNAMIC HT  -         225.550 (meters)     739.99  (feet)  COMP
 MD0268  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 MD0268
 MD0268  VERT ORDER  -  SECOND    CLASS 0
 MD0268
 MD0268.The horizontal coordinates were scaled from a topographic map and have
 MD0268.an estimated accuracy of +/- 6 seconds.
 MD0268
 MD0268.The orthometric height was determined by differential leveling
 MD0268.and adjusted by the National Geodetic Survey in June 1991..
 MD0268
 MD0268.The geoid height was determined by GEOID03.
 MD0268
 MD0268.The dynamic height is computed by dividing the NAVD 88
 MD0268.geopotential number by the normal gravity value computed on the
 MD0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0268.degrees latitude (g = 980.6199 gals.).
 MD0268
 MD0268.The modeled gravity was interpolated from observed gravity values.
 MD0268
 MD0268;                    North         East    Units  Estimated Accuracy
 MD0268;SPC OH N     -   163,900.      413,010.      MT  (+/- 180 meters Scaled)
 MD0268
 MD0268                          SUPERSEDED SURVEY CONTROL
 MD0268
 MD0268  NGVD 29 (??/??/92)  225.795  (m)          740.80   (f) ADJ UNCH    2 0
 MD0268
 MD0268.Superseded values are not recommended for survey control.
 MD0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0268.See file dsdata.txt to determine how the superseded data were derived.
 MD0268
 MD0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL908546(NAD 83)
 MD0268_MARKER: P = PIPE CAP
 MD0268_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MD0268_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MD0268_STAMPING: PRIM TRAV STA NO 2 1905 743
 MD0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0268
 MD0268  HISTORY     - Date     Condition        Report By
 MD0268  HISTORY     - 1905     MONUMENTED       USGS
 MD0268  HISTORY     - 1946     GOOD             NGS
 MD0268
 MD0268                          STATION DESCRIPTION
 MD0268
 MD0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 MD0268'3 MI N FROM PAYNE.
 MD0268'ABOUT 2.95 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST
 MD0268'OFFICE AT PAYNE, 1.0 MILE SOUTH OF THE INTERSECTION OF STATE
 MD0268'HIGHWAY 111, AT A CROSS ROAD, 26 FEET NORTH OF THE CENTER OF THE
 MD0268'CROSS ROAD, 26 FEET WEST OF THE CENTER OF THE HIGHWAY, 39 FEET
 MD0268'NORTHWEST OF THE NORTHWEST END OF THE NORTHWEST WING WALL OF
 MD0268'BRIDGE NO. PA 49.91, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 MD0268'HIGHWAY.  A BRONZE CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 MD0268'PIPE AND PROJECTING ABOUT 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0518 ***********************************************************************
 MD0518  DESIGNATION -  744
 MD0518  PID         -  MD0518
 MD0518  STATE/COUNTY-  OH/PAULDING
 MD0518  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0518
 MD0518                         *CURRENT SURVEY CONTROL
 MD0518  ___________________________________________________________________
 MD0518* NAD 83(1986)-  41 13 21.     (N)    084 48 12.     (W)     SCALED    
 MD0518* NAVD 88     -       226.483  (meters)     743.05   (feet)  ADJUSTED  
 MD0518  ___________________________________________________________________
 MD0518  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MD0518  DYNAMIC HT  -         226.392 (meters)     742.75  (feet)  COMP
 MD0518  MODELED GRAV-     980,217.0   (mgal)                       NAVD 88
 MD0518
 MD0518  VERT ORDER  -  SECOND    CLASS 0
 MD0518
 MD0518.The horizontal coordinates were scaled from a topographic map and have
 MD0518.an estimated accuracy of +/- 6 seconds.
 MD0518
 MD0518.The orthometric height was determined by differential leveling
 MD0518.and adjusted by the National Geodetic Survey in June 1991..
 MD0518
 MD0518.The geoid height was determined by GEOID03.
 MD0518
 MD0518.The dynamic height is computed by dividing the NAVD 88
 MD0518.geopotential number by the normal gravity value computed on the
 MD0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0518.degrees latitude (g = 980.6199 gals.).
 MD0518
 MD0518.The modeled gravity was interpolated from observed gravity values.
 MD0518
 MD0518;                    North         East    Units  Estimated Accuracy
 MD0518;SPC OH N     -   175,320.      406,900.      MT  (+/- 180 meters Scaled)
 MD0518
 MD0518                          SUPERSEDED SURVEY CONTROL
 MD0518
 MD0518  NGVD 29 (??/??/92)  226.632  (m)          743.54   (f) ADJ UNCH    2 0
 MD0518
 MD0518.Superseded values are not recommended for survey control.
 MD0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0518.See file dsdata.txt to determine how the superseded data were derived.
 MD0518
 MD0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL841657(NAD 83)
 MD0518_MARKER: P = PIPE CAP
 MD0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0518_STAMPING: OHIO 744
 MD0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0518+STABILITY: SURFACE MOTION
 MD0518
 MD0518  HISTORY     - Date     Condition        Report By
 MD0518  HISTORY     - UNK      MONUMENTED       USGS
 MD0518  HISTORY     - 1946     GOOD             NGS
 MD0518
 MD0518                          STATION DESCRIPTION
 MD0518
 MD0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 MD0518'5.8 MI NW FROM ANTWERP.
 MD0518'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST
 MD0518'OFFICE AT ANTWERP, THENCE ABOUT 2.7 MILES WEST ALONG A GRAVEL
 MD0518'ROAD, ABOUT 0.45 MILE WEST OF THE FIRST U.B. CHURCH, AT THE
 MD0518'JUNCTION OF THE OHIO-INDIANA STATE LINE ROAD, 29 FEET NORTH OF
 MD0518'THE CENTER LINE OF THE ROAD LEADING EAST, 17 FEET EAST OF THE
 MD0518'CENTER LINE OF THE STATE LINE ROAD, 14 FEET NORTHWEST OF A FENCE
 MD0518'CORNER POST, 11 FEET WEST OF THE FENCE LINE, ABOUT 1 FOOT ABOVE
 MD0518'THE ROAD, AND SET IN THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING
 MD0518'12 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE MAIN CROSSROADS
 MD0518'AT HARLAN, INDIANA ALLEN COUNTY BY GOING ABOUT 1.9 MILE EAST
 MD0518'ALONG A PAVED ROAD, THENCE ABOUT 0.5 MILE NORTH, THENCE ABOUT
 MD0518'1.05 MILE EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.5 MILE NORTH
 MD0518'ALONG STATE HIGHWAY 101, THENCE ABOUT 1.85 MILE EAST ALONG A
 MD0518'GRAVEL ROAD, THENCE ABOUT 0.5 MILE NORTHWEST, THENCE ABOUT 1.7
 MD0518'MILE EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.2 MILE NORTH
 MD0518'ALONG THE INDIANA-OHIO STATE LINE ROAD AND SITE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1047 ***********************************************************************
 MB1047  DESIGNATION -  744
 MB1047  PID         -  MB1047
 MB1047  STATE/COUNTY-  OH/LAKE
 MB1047  USGS QUAD   -  MADISON (1994)
 MB1047
 MB1047                         *CURRENT SURVEY CONTROL
 MB1047  ___________________________________________________________________
 MB1047* NAD 83(1986)-  41 46 14.     (N)    081 02 57.     (W)     SCALED    
 MB1047* NAVD 88     -       226.210  (meters)     742.16   (feet)  ADJUSTED  
 MB1047  ___________________________________________________________________
 MB1047  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 MB1047  DYNAMIC HT  -         226.126 (meters)     741.88  (feet)  COMP
 MB1047  MODELED GRAV-     980,246.0   (mgal)                       NAVD 88
 MB1047
 MB1047  VERT ORDER  -  FIRST     CLASS II
 MB1047
 MB1047.The horizontal coordinates were scaled from a topographic map and have
 MB1047.an estimated accuracy of +/- 6 seconds.
 MB1047
 MB1047.The orthometric height was determined by differential leveling
 MB1047.and adjusted by the National Geodetic Survey in June 1991..
 MB1047
 MB1047.The geoid height was determined by GEOID03.
 MB1047
 MB1047.The dynamic height is computed by dividing the NAVD 88
 MB1047.geopotential number by the normal gravity value computed on the
 MB1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1047.degrees latitude (g = 980.6199 gals.).
 MB1047
 MB1047.The modeled gravity was interpolated from observed gravity values.
 MB1047
 MB1047;                    North         East    Units  Estimated Accuracy
 MB1047;SPC OH N     -   234,640.      720,630.      MT  (+/- 180 meters Scaled)
 MB1047
 MB1047                          SUPERSEDED SURVEY CONTROL
 MB1047
 MB1047  NGVD 29 (06/03/92)  226.426  (m)          742.87   (f) ADJUSTED    1 2
 MB1047
 MB1047.Superseded values are not recommended for survey control.
 MB1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1047.See file dsdata.txt to determine how the superseded data were derived.
 MB1047
 MB1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG959243(NAD 83)
 MB1047_MARKER: DD = SURVEY DISK
 MB1047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1047_SP_SET: BUILDING
 MB1047_STAMPING: CLEVELAND 744
 MB1047_MARK LOGO: USGS  
 MB1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1047
 MB1047  HISTORY     - Date     Condition        Report By
 MB1047  HISTORY     - UNK      MONUMENTED       USGS
 MB1047  HISTORY     - 1934     GOOD             CGS
 MB1047  HISTORY     - 1981     GOOD             NGS
 MB1047  HISTORY     - 19960715 GOOD             USPSQD
 MB1047  HISTORY     - 20010520 GOOD             USPSQD
 MB1047
 MB1047                          STATION DESCRIPTION
 MB1047
 MB1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1047'AT MADISON.
 MB1047'AT MADISON, LAKE COUNTY, 72 FEET SOUTH OF THE SOUTHEAST CORNER OF
 MB1047'THE CONGREGATIONAL CHURCH, IN THE NORTH FACE OF THE TOWN HALL
 MB1047'(POST OFFICE), 1 FOOT WEST OF THE NORTHEAST CORNER OF THE
 MB1047'BUILDING, AND 2.5 FEET ABOVE THE GROUND.  A UNITED STATES
 MB1047'GEOLOGICAL SURVEY STANDARD DISK, STAMPED CLEVELAND 744 AND SET
 MB1047'VERTICALLY.
 MB1047
 MB1047                          STATION RECOVERY (1981)
 MB1047
 MB1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1047'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MB1047'IN MADISON, AT THE OLD TOWN HALL BUILDING, SET VERTICALLY IN THE ROCK
 MB1047'FOUNDATION IN THE NORTHWEST CORNER, 9.15 METERS (30.0 FEET) SOUTH OF
 MB1047'THE CENTER OF PARK STREET, 0.27 METER (0.9 FOOT) SOUTH OF THE
 MB1047'NORTHWEST CORNER OF THE BUILDING, 1.59 METERS (5.2 FEET) NORTH OF A
 MB1047'WATER FAUCET ON THE WEST SIDE OF THE BUILDING.
 MB1047'THE MARK IS 0.85 M ABOVE GROUND.
 MB1047
 MB1047                          STATION RECOVERY (1996)
 MB1047
 MB1047'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1047'RECOVERED IN GOOD CONDITION.
 MB1047
 MB1047                          STATION RECOVERY (2001)
 MB1047
 MB1047'RECOVERY NOTE BY US POWER SQUADRON 2001 (JFE)
 MB1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0105 ***********************************************************************
 JY0105  DESIGNATION -  746
 JY0105  PID         -  JY0105
 JY0105  STATE/COUNTY-  OH/HOCKING
 JY0105  USGS QUAD   -  LOGAN (1992)
 JY0105
 JY0105                         *CURRENT SURVEY CONTROL
 JY0105  ___________________________________________________________________
 JY0105* NAD 83(1986)-  39 33 42.     (N)    082 23 17.     (W)     SCALED    
 JY0105* NAVD 88     -       227.228  (meters)     745.50   (feet)  POSTED    
 JY0105  ___________________________________________________________________
 JY0105  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY0105  DYNAMIC HT  -         227.090 (meters)     745.04  (feet)  COMP
 JY0105  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 JY0105
 JY0105  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JY0105
 JY0105.The horizontal coordinates were scaled from a topographic map and have
 JY0105.an estimated accuracy of +/- 6 seconds.
 JY0105
 JY0105.The orthometric height was determined by differential leveling
 JY0105.and adjusted by the National Geodetic Survey in 1992..
 JY0105.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JY0105.rate greater than 8.0 mm/km.
 JY0105
 JY0105.The geoid height was determined by GEOID03.
 JY0105
 JY0105.The dynamic height is computed by dividing the NAVD 88
 JY0105.geopotential number by the normal gravity value computed on the
 JY0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0105.degrees latitude (g = 980.6199 gals.).
 JY0105
 JY0105.The modeled gravity was interpolated from observed gravity values.
 JY0105
 JY0105;                    North         East    Units  Estimated Accuracy
 JY0105;SPC OH S     -   173,370.      609,620.      MT  (+/- 180 meters Scaled)
 JY0105
 JY0105                          SUPERSEDED SURVEY CONTROL
 JY0105
 JY0105  NGVD 29 (??/??/92)  227.405  (m)          746.08   (f) ADJ UNCH    2 0
 JY0105
 JY0105.Superseded values are not recommended for survey control.
 JY0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0105.See file dsdata.txt to determine how the superseded data were derived.
 JY0105
 JY0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD807800(NAD 83)
 JY0105_MARKER: DD = SURVEY DISK
 JY0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0105_SP_SET: ABUTMENT
 JY0105_STAMPING: 745.92
 JY0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0105
 JY0105  HISTORY     - Date     Condition        Report By
 JY0105  HISTORY     - UNK      MONUMENTED       USGS
 JY0105  HISTORY     - 1934     GOOD             NGS
 JY0105  HISTORY     - 19881227 MARK NOT FOUND   USPSQD
 JY0105  HISTORY     - 20051227 MARK NOT FOUND   GEOCAC
 JY0105
 JY0105                          STATION DESCRIPTION
 JY0105
 JY0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY0105'2.2 MI NE FROM LOGAN.
 JY0105'2.2 MILES NORTHEAST ALONG STATE HIGHWAY 75 FROM THE POST OFFICE
 JY0105'AT LOGAN, HOCKING COUNTY, AT BRIDGE HO-75+148, IN THE TOP OF THE
 JY0105'SOUTHWEST CORNER OF THE ABUTMENT, 6 INCHES EAST OF THE WEST END,
 JY0105'27 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT ONE FOOT
 JY0105'LOWER THAN THE ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JY0105'DISK, STAMPED 745.92.
 JY0105
 JY0105                          STATION RECOVERY (1988)
 JY0105
 JY0105'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JY0105'MARK NOT FOUND.
 JY0105
 JY0105                          STATION RECOVERY (2005)
 JY0105
 JY0105'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JY0105'THE BRIDGE HAS BEEN REPLACED BY A ROUND CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1464 ***********************************************************************
 JX1464  DESIGNATION -  747
 JX1464  PID         -  JX1464
 JX1464  STATE/COUNTY-  OH/NOBLE
 JX1464  USGS QUAD   -  CALDWELL SOUTH (1994)
 JX1464
 JX1464                         *CURRENT SURVEY CONTROL
 JX1464  ___________________________________________________________________
 JX1464* NAD 83(1986)-  39 44 49.     (N)    081 31 01.     (W)     SCALED    
 JX1464* NAVD 88     -       227.407  (meters)     746.08   (feet)  ADJUSTED  
 JX1464  ___________________________________________________________________
 JX1464  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1464  DYNAMIC HT  -         227.276 (meters)     745.65  (feet)  COMP
 JX1464  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 JX1464
 JX1464  VERT ORDER  -  SECOND    CLASS 0
 JX1464
 JX1464.The horizontal coordinates were scaled from a topographic map and have
 JX1464.an estimated accuracy of +/- 6 seconds.
 JX1464
 JX1464.The orthometric height was determined by differential leveling
 JX1464.and adjusted by the National Geodetic Survey in June 1991..
 JX1464
 JX1464.The geoid height was determined by GEOID03.
 JX1464
 JX1464.The dynamic height is computed by dividing the NAVD 88
 JX1464.geopotential number by the normal gravity value computed on the
 JX1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1464.degrees latitude (g = 980.6199 gals.).
 JX1464
 JX1464.The modeled gravity was interpolated from observed gravity values.
 JX1464
 JX1464;                    North         East    Units  Estimated Accuracy
 JX1464;SPC OH S     -   194,400.      684,250.      MT  (+/- 180 meters Scaled)
 JX1464
 JX1464                          SUPERSEDED SURVEY CONTROL
 JX1464
 JX1464  NGVD 29 (??/??/92)  227.580  (m)          746.65   (f) ADJ UNCH    2 0
 JX1464
 JX1464.Superseded values are not recommended for survey control.
 JX1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1464.See file dsdata.txt to determine how the superseded data were derived.
 JX1464
 JX1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD557997(NAD 83)
 JX1464_MARKER: DB = BENCH MARK DISK
 JX1464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1464_SP_SET: WATER TABLE
 JX1464_STAMPING: 747
 JX1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1464
 JX1464  HISTORY     - Date     Condition        Report By
 JX1464  HISTORY     - UNK      MONUMENTED       CGS
 JX1464  HISTORY     - 1934     GOOD             NGS
 JX1464  HISTORY     - 19921227 MARK NOT FOUND   NGS
 JX1464
 JX1464                          STATION DESCRIPTION
 JX1464
 JX1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JX1464'AT CALDWELL.
 JX1464'AT CALDWELL, NOBLE COUNTY, AT THE SOUTHWEST CORNER OF THE
 JX1464'INTERSECTION OF NORTH AND WEST STREETS, AT THE ODD FELLOWS BRICK
 JX1464'BUILDING, IN THE EAST FACE OF THE WATER TABLE, 8 YARDS NORTH OF
 JX1464'THE SOUTHEAST CORNER OF THE BUILDING, 9 YARDS WEST OF THE
 JX1464'CENTERLINE OF WEST STREET, AND 1.5 FEET ABOVE THE SIDEWALK.  A
 JX1464'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 747 AND
 JX1464'SET VERTICALLY.
 JX1464
 JX1464                          STATION RECOVERY (1992)
 JX1464
 JX1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 JX1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0556 ***********************************************************************
 MC0556  DESIGNATION -  749
 MC0556  PID         -  MC0556
 MC0556  STATE/COUNTY-  OH/WOOD
 MC0556  USGS QUAD   -  BLOOMDALE (1972)
 MC0556
 MC0556                         *CURRENT SURVEY CONTROL
 MC0556  ___________________________________________________________________
 MC0556* NAD 83(1986)-  41 10 14.     (N)    083 33 16.     (W)     SCALED    
 MC0556* NAVD 88     -       228.207  (meters)     748.71   (feet)  ADJUSTED  
 MC0556  ___________________________________________________________________
 MC0556  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0556  DYNAMIC HT  -         228.105 (meters)     748.37  (feet)  COMP
 MC0556  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 MC0556
 MC0556  VERT ORDER  -  FIRST     CLASS II
 MC0556
 MC0556.The horizontal coordinates were scaled from a topographic map and have
 MC0556.an estimated accuracy of +/- 6 seconds.
 MC0556
 MC0556.The orthometric height was determined by differential leveling
 MC0556.and adjusted by the National Geodetic Survey in June 1991..
 MC0556
 MC0556.The geoid height was determined by GEOID03.
 MC0556
 MC0556.The dynamic height is computed by dividing the NAVD 88
 MC0556.geopotential number by the normal gravity value computed on the
 MC0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0556.degrees latitude (g = 980.6199 gals.).
 MC0556
 MC0556.The modeled gravity was interpolated from observed gravity values.
 MC0556
 MC0556;                    North         East    Units  Estimated Accuracy
 MC0556;SPC OH N     -   167,540.      511,520.      MT  (+/- 180 meters Scaled)
 MC0556
 MC0556                          SUPERSEDED SURVEY CONTROL
 MC0556
 MC0556  NGVD 29 (??/??/92)  228.40   (m)          749.3    (f) COMPUTED    1 2
 MC0556
 MC0556.Superseded values are not recommended for survey control.
 MC0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0556.See file dsdata.txt to determine how the superseded data were derived.
 MC0556
 MC0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF857608(NAD 83)
 MC0556_MARKER: Q = CHISELED SQUARE
 MC0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0556_SP_SET: STONE SILL
 MC0556_MARK LOGO: USGS  
 MC0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0556
 MC0556  HISTORY     - Date     Condition        Report By
 MC0556  HISTORY     - UNK      MONUMENTED       USGS
 MC0556  HISTORY     - 1968     GOOD             CGS
 MC0556
 MC0556                          STATION DESCRIPTION
 MC0556
 MC0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0556'AT BLOOMDALE.
 MC0556'AT BLOOMDALE, ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE
 MC0556'CROSSNG OF THE BALTIMORE AND OHIO RAILROAD, IN THE SOUTHWEST
 MC0556'QUARTER OF INTERSECTION OF SOUTH MAIN AND WALNUT STREET, A 1-INCH
 MC0556'OUTLINED SQUARE IN THE NORTHEAST CORNER OF NORTH END OF STONE
 MC0556'WILL OF WITHROW MARKET AT 101 NORTH MAIN STREET, 2 FEET SOUTH
 MC0556'OF NORTHEAST CORNER OF BUILDING AND ABOUT 0.2 FOOT ABOVE THE
 MC0556'LEVEL OF SIDEWALK.  NOTE-- THE BUILDING HAS BEEN REMODELED AND
 MC0556'MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0094 ***********************************************************************
 JY0094  DESIGNATION -  749
 JY0094  PID         -  JY0094
 JY0094  STATE/COUNTY-  OH/HOCKING
 JY0094  USGS QUAD   -  LOGAN (1992)
 JY0094
 JY0094                         *CURRENT SURVEY CONTROL
 JY0094  ___________________________________________________________________
 JY0094* NAD 83(1986)-  39 33 54.     (N)    082 28 39.     (W)     SCALED    
 JY0094* NAVD 88     -       228.051  (meters)     748.20   (feet)  ADJUSTED  
 JY0094  ___________________________________________________________________
 JY0094  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY0094  DYNAMIC HT  -         227.916 (meters)     747.75  (feet)  COMP
 JY0094  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 JY0094
 JY0094  VERT ORDER  -  SECOND    CLASS 0
 JY0094
 JY0094.The horizontal coordinates were scaled from a topographic map and have
 JY0094.an estimated accuracy of +/- 6 seconds.
 JY0094
 JY0094.The orthometric height was determined by differential leveling
 JY0094.and adjusted by the National Geodetic Survey in June 1991..
 JY0094
 JY0094.The geoid height was determined by GEOID03.
 JY0094
 JY0094.The dynamic height is computed by dividing the NAVD 88
 JY0094.geopotential number by the normal gravity value computed on the
 JY0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0094.degrees latitude (g = 980.6199 gals.).
 JY0094
 JY0094.The modeled gravity was interpolated from observed gravity values.
 JY0094
 JY0094;                    North         East    Units  Estimated Accuracy
 JY0094;SPC OH S     -   173,740.      601,930.      MT  (+/- 180 meters Scaled)
 JY0094
 JY0094                          SUPERSEDED SURVEY CONTROL
 JY0094
 JY0094  NGVD 29 (??/??/92)  228.175  (m)          748.60   (f) ADJ UNCH    2 0
 JY0094
 JY0094.Superseded values are not recommended for survey control.
 JY0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0094.See file dsdata.txt to determine how the superseded data were derived.
 JY0094
 JY0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD730805(NAD 83)
 JY0094_MARKER: DD = SURVEY DISK
 JY0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0094_SP_SET: SIDEWALK
 JY0094_STAMPING: 749
 JY0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0094
 JY0094  HISTORY     - Date     Condition        Report By
 JY0094  HISTORY     - UNK      MONUMENTED       USGS
 JY0094  HISTORY     - 1936     GOOD             NGS
 JY0094  HISTORY     - 20050617 POOR             GEOCAC
 JY0094
 JY0094                          STATION DESCRIPTION
 JY0094
 JY0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JY0094'AT ENTERPRISE.
 JY0094'AT ENTERPRISE, HOCKING COUNTY, ON STATE HIGHWAY 180, 34 YARDS
 JY0094'NORTH OF THE NORTH CORNER OF THE CHESAPEAKE AND OHIO RAILWAY
 JY0094'STATION, 8 FEET SOUTH OF THE SOUTH CORNER OF THE POST OFFICE AND
 JY0094'STORE, 22 YARDS NORTH OF THE CENTERLINE OF THE TRACK, 15 FEET EAST
 JY0094'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF A POLE, AND IN
 JY0094'THE TOP OF THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY
 JY0094'STANDARD DISK, STAMPED 749.
 JY0094
 JY0094                          STATION RECOVERY (2005)
 JY0094
 JY0094'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JY0094'RAILWAY STATION, POST OFFICE/STORE AND SIDEWALK HAVE BEEN REMOVED.
 JY0094' 
 JY0094'AT ENTERPRISE, 22 YARDS NORTH OF THE CENTERLINE OF THE INDIANA AND
 JY0094'OHIO RAILWAY TRACK, 15 FEET EAST OF THE CENTERLINE OF ENTERPRISE-ILES
 JY0094'RD, AND IN THE TOP OF A 3 BY 4 FOOT CONCRETE SIDEWALK SLAB. THE
 JY0094'STAMPING IS ILLEGIBLE.
 JY0094' 
 JY0094'HANDHELD GPS COORDINATES N39 33.908 W82 28.644
 JY0094' 
 JY0094' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2259 ***********************************************************************
 MB2259  DESIGNATION -  75 001 1 P CO
 MB2259  PID         -  MB2259
 MB2259  STATE/COUNTY-  OH/PORTAGE
 MB2259  USGS QUAD   -  MANTUA (1994)
 MB2259
 MB2259                         *CURRENT SURVEY CONTROL
 MB2259  ___________________________________________________________________
 MB2259* NAD 83(1995)-  41 20 51.27476(N)    081 11 28.71844(W)     ADJUSTED  
 MB2259* NAVD 88     -       342.     (meters)    1122.     (feet)  VERTCON   
 MB2259  ___________________________________________________________________
 MB2259  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 MB2259  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2259
 MB2259  HORZ ORDER  -  SECOND
 MB2259
 MB2259.The horizontal coordinates were established by classical geodetic methods
 MB2259.and adjusted by the National Geodetic Survey in April 1998..
 MB2259
 MB2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2259
 MB2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2259
 MB2259.The geoid height was determined by GEOID03.
 MB2259
 MB2259;                    North         East     Units Scale Factor Converg.
 MB2259;SPC OH N     -   187,481.427   709,516.897   MT  0.99995104   +0 51 35.1
 MB2259;UTM  17      - 4,577,360.150   483,995.294   MT  0.99960315   -0 07 35.0
 MB2259
 MB2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2259!SPC OH N     -   0.99995167  x   0.99995104  =   0.99990272
 MB2259!UTM  17      -   0.99995167  x   0.99960315  =   0.99955484
 MB2259
 MB2259                          SUPERSEDED SURVEY CONTROL
 MB2259
 MB2259  NAD 83(1986)-  41 20 51.28314(N)    081 11 28.71718(W) AD(       ) 2
 MB2259  NAD 27      -  41 20 51.08436(N)    081 11 29.35523(W) AD(       ) 2
 MB2259  NGVD 29 (07/19/86)  342.     (m)         1122.     (f) VERT ANG       
 MB2259
 MB2259.Superseded values are not recommended for survey control.
 MB2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2259.See file dsdata.txt to determine how the superseded data were derived.
 MB2259
 MB2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8399577360(NAD 83)
 MB2259_MARKER: Z = SEE DESCRIPTION
 MB2259_SETTING: 0 = UNSPECIFIED SETTING
 MB2259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2259
 MB2259  HISTORY     - Date     Condition        Report By
 MB2259  HISTORY     - 1977     MONUMENTED       OH-133
 MB2259
 MB2259                          STATION DESCRIPTION
 MB2259
 MB2259'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2259'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF MANTUA, 3-1/2
 MB2259'MILES NORTHWEST OF HIRAM, AND 8 MILES NORTHWEST OF FREEDOM.
 MB2259'
 MB2259'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2259'AND 82 AT MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR 1.0 MILE
 MB2259'TO THE INTERSECTION OF SHELDON ROAD.  TURN LEFT AND GO NORTH
 MB2259'ON SHELDON ROAD
 MB2259'FOR 2.4 MILES TO THE INTERSECTION OF WINCHELL ROAD,
 MB2259'COUNTY HIGHWAY 264.  CONTINUE NORTH ON SHELDON ROAD FOR 0.65
 MB2259'MILE TO THE NORTH PORTAGE COUNTYLINE.  TURN RIGHT AND GO EAST
 MB2259'1372 FEET ALONG A TREE LINE TO A TREE ROW TO THE SOUTH AND THE
 MB2259'STATION.  THE STATION IS ALSO ON THE BOUNDARY OF MANTUA
 MB2259'AND HIRAM TOWNSHIPS.
 MB2259'
 MB2259'STATION MARK IS A 3/4-INCH IRON PIPE WITH THE TOP
 MB2259'MUSHROOMED PROJECTING 2 INCHES ABOVE THE GROUND.
 MB2259'IT IS 20.46 FEET SOUTHWEST OF A SPIKE IN THE NORTHWEST SIDE OF
 MB2259'AN 8-INCH WILD CHERRY TREE, 19.84 FEET NORTH OF A WOODEN CORNER
 MB2259'FENCE POST, AND 8.82 FEET SOUTHEAST OF A BRIDGE SPIKE IN
 MB2259'THE NORTH SIDE OF A 12-INCH WILD CHERRY TREE.
 MB2259'
 MB2259'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2259'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2259'STATION 85 006 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2259'
 MB2259'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2241 ***********************************************************************
 MB2241  DESIGNATION -  75 002 1 P CO
 MB2241  PID         -  MB2241
 MB2241  STATE/COUNTY-  OH/PORTAGE
 MB2241  USGS QUAD   -  MANTUA (1994)
 MB2241
 MB2241                         *CURRENT SURVEY CONTROL
 MB2241  ___________________________________________________________________
 MB2241* NAD 83(1995)-  41 20 34.53037(N)    081 09 13.71920(W)     ADJUSTED  
 MB2241* NAVD 88     -       339.     (meters)    1112.     (feet)  VERTCON   
 MB2241  ___________________________________________________________________
 MB2241  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 MB2241  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2241
 MB2241  HORZ ORDER  -  SECOND
 MB2241
 MB2241.The horizontal coordinates were established by classical geodetic methods
 MB2241.and adjusted by the National Geodetic Survey in April 1998..
 MB2241
 MB2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2241
 MB2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2241
 MB2241.The geoid height was determined by GEOID03.
 MB2241
 MB2241;                    North         East     Units Scale Factor Converg.
 MB2241;SPC OH N     -   187,012.710   712,662.772   MT  0.99995065   +0 53 03.8
 MB2241;UTM  17      - 4,576,837.548   487,131.544   MT  0.99960204   -0 06 05.8
 MB2241
 MB2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2241!SPC OH N     -   0.99995214  x   0.99995065  =   0.99990280
 MB2241!UTM  17      -   0.99995214  x   0.99960204  =   0.99955420
 MB2241
 MB2241                          SUPERSEDED SURVEY CONTROL
 MB2241
 MB2241  NAD 83(1986)-  41 20 34.53870(N)    081 09 13.71715(W) AD(       ) 2
 MB2241  NAD 27      -  41 20 34.33949(N)    081 09 14.36093(W) AD(       ) 2
 MB2241  NGVD 29 (07/19/86)  339.     (m)         1112.     (f) VERT ANG       
 MB2241
 MB2241.Superseded values are not recommended for survey control.
 MB2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2241.See file dsdata.txt to determine how the superseded data were derived.
 MB2241
 MB2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8713276838(NAD 83)
 MB2241_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2241+STABILITY: SURFACE MOTION
 MB2241
 MB2241  HISTORY     - Date     Condition        Report By
 MB2241  HISTORY     - 1977     MONUMENTED       OH-133
 MB2241
 MB2241                          STATION DESCRIPTION
 MB2241
 MB2241'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2241'THE STATION IS ABOUT 9-1/2 MILES SOUTHWEST OF MIDDLEFIELD,
 MB2241'4-1/4 MILES NORTHEAST OF MANTUA CORNERS, 2-1/2 MILES
 MB2241'NORTHWEST OF HIRAM, AND ON THE RIGHT-OF-WAY OF ALLYN ROAD,
 MB2241'COUNTY HIGHWAY 281.
 MB2241'
 MB2241'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 305
 MB2241'AND 700 IN HIRAM, GO NORTH ON STATE ROUTE 700 FOR 2.45
 MB2241'MILES TO THE INTERSECTION OF ALLYN ROAD.
 MB2241'TURN LEFT AND GO SOUTHWEST ON ALLYN ROAD FOR 0.6 MILE TO THE
 MB2241'STATION ON THE RIGHT.
 MB2241'
 MB2241'STATION MARK, STAMPED---75-002-1 1977---, IS A PORTAGE
 MB2241'COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2241'CONCRETE POST THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT
 MB2241'IS 114.8 FEET NORTHEAST OF TELEPHONE POLE NUMBER 14M24, 65.2
 MB2241'FEET NORTHWEST OF TELEPHONE POLE NUMBER 14M25, 63.8 FEET EAST
 MB2241'OF POWER POLE NUMBER 45 AN-2/21, 22.8 FEET NORTHWEST OF THE
 MB2241'CENTERLINE OF ALLYN ROAD, AND 25.5 FEET NORTHWEST OF THE NORTH
 MB2241'END OF AN 18-INCH CULVERT PIPE CROSSING ALLYN ROAD.
 MB2241'
 MB2241'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2241'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2241'STATION 75 003 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2241'
 MB2241'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2296 ***********************************************************************
 MB2296  DESIGNATION -  75 003 1 P CO
 MB2296  PID         -  MB2296
 MB2296  STATE/COUNTY-  OH/PORTAGE
 MB2296  USGS QUAD   -  MANTUA (1994)
 MB2296
 MB2296                         *CURRENT SURVEY CONTROL
 MB2296  ___________________________________________________________________
 MB2296* NAD 83(1995)-  41 20 40.37465(N)    081 08 49.56633(W)     ADJUSTED  
 MB2296* NAVD 88     -       339.4    (meters)    1114.     (feet)  VERTCON   
 MB2296  ___________________________________________________________________
 MB2296  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 MB2296  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2296
 MB2296  HORZ ORDER  -  SECOND
 MB2296
 MB2296.The horizontal coordinates were established by classical geodetic methods
 MB2296.and adjusted by the National Geodetic Survey in April 1998..
 MB2296
 MB2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2296
 MB2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2296
 MB2296.The geoid height was determined by GEOID03.
 MB2296
 MB2296;                    North         East     Units Scale Factor Converg.
 MB2296;SPC OH N     -   187,201.665   713,221.419   MT  0.99995079   +0 53 19.6
 MB2296;UTM  17      - 4,577,016.799   487,693.164   MT  0.99960186   -0 05 49.8
 MB2296
 MB2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2296!SPC OH N     -   0.99995205  x   0.99995079  =   0.99990284
 MB2296!UTM  17      -   0.99995205  x   0.99960186  =   0.99955393
 MB2296
 MB2296|---------------------------------------------------------------------|
 MB2296| PID    Reference Object                     Distance      Geod. Az  |
 MB2296|                                                           dddmmss.s |
 MB2296| MB2295 75 003 1 P CO ECC                     6.827 METERS 07214     |
 MB2296| MB2238 75 003 2 P CO                       345.586 METERS 07531     |
 MB2296| MB2241 75 002 1 P CO                       APPROX. 0.6 KM 2521205.0 |
 MB2296|---------------------------------------------------------------------|
 MB2296
 MB2296                          SUPERSEDED SURVEY CONTROL
 MB2296
 MB2296  NAD 83(1986)-  41 20 40.38294(N)    081 08 49.56426(W) AD(       ) 2
 MB2296  NAD 27      -  41 20 40.18374(N)    081 08 50.20880(W) AD(       ) 2
 MB2296  NGVD 29 (07/19/86)  339.6    (m)         1114.     (f) VERT ANG       
 MB2296
 MB2296.Superseded values are not recommended for survey control.
 MB2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2296.See file dsdata.txt to determine how the superseded data were derived.
 MB2296
 MB2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8769377017(NAD 83)
 MB2296_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2296+STABILITY: SURFACE MOTION
 MB2296
 MB2296  HISTORY     - Date     Condition        Report By
 MB2296  HISTORY     - 1977     MONUMENTED       OH-133
 MB2296
 MB2296                          STATION DESCRIPTION
 MB2296
 MB2296'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2296'THE STATION IS ABOUT 9-1/2 MILES SOUTHWEST OF MIDDLEFIELD,
 MB2296'4-1/4 MILES NORTHEAST OF MANTUA CORNERS, 2-1/2 MILES
 MB2296'NORTHWEST OF HIRAM, AND ON THE RIGHT-OF-WAY OF ALLYN ROAD,
 MB2296'COUNTY HIGHWAY 281.
 MB2296'
 MB2296'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 305
 MB2296'AND 700 IN HIRAM, GO NORTH ON STATE ROUTE 700 FOR 2.45
 MB2296'MILES TO THE INTERSECTION OF ALLYN ROAD
 MB2296'AND AZIMUTH MARK 75 003 2 P CO IN THE SOUTHEAST CORNER OF THE
 MB2296'INTERSECTION.  TURN LEFT AND GO SOUTHWEST FOR 0.25 MILE TO THE
 MB2296'STATION ON THE RIGHT.  CONTINUE SOUTHWEST ON ALLYN ROAD FOR
 MB2296'0.35 MILE TO AZIMUTH MARK 75 002 1 P CO ON THE RIGHT.
 MB2296'
 MB2296'STATION MARKS, STAMPED---75-003-1 1977---, ARE PORTAGE COUNTY
 MB2296'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2296'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2296'SURFACE.  IT IS 158.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MB2296'A TWO STORY HOUSE, 48.7 FEET NORTH OF A 30-INCH MAPLE
 MB2296'TREE, 33.5 FEET EAST OF A 24-INCH MAPLE TREE, 24.0 FEET NORTH
 MB2296'OF THE CENTERLINE OF ALLYN ROAD, AND 18.9 FEET WEST OF A 6-INCH
 MB2296'HICKORY TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MB2296'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 MB2296'
 MB2296'AZIMUTH MARK 75 003 2 P CO, STAMPED---75-003-2 1977---, IS A
 MB2296'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2296'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2296'SURFACE.  IT IS 78.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 MB2296'A TWO STORY HOUSE, 28.8 FEET SOUTH OF THE CENTERLINE OF ALLYN
 MB2296'ROAD, 24.2 FEET WEST OF A CORNER 24-INCH MAPLE TREE, 23.3 FEET
 MB2296'NORTH OF A 15-INCH MAPLE TREE, AND 18.7 FEET EAST OF THE
 MB2296'CENTERLINE OF STATE ROUTE 700.
 MB2296'
 MB2296'AZIMUTH MARK 75 002 1 P CO, STAMPED---75-002-1 1977---, IS A
 MB2296'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2296'CYLINDRICAL CONCRETE POST THAT IS 18 INCHES BELOW THE GROUND
 MB2296'SURFACE.  IT IS 114.8 FEET NORTHEAST OF TELEPHONE POLE NUMBER
 MB2296'14M24, 65.2 FEET NORTHWEST OF TELEPHONE POLE NUMBER 14M25, 63.8
 MB2296'FEET EAST OF POWER POLE NUMBER 45AN-2/21, 22.8 FEET NORTHWEST
 MB2296'OF THE CENTERLINE OF ALLYN ROAD, AND 25.5 FEET NORTHWEST OF
 MB2296'THE NORTH END OF AN 18-INCH CULVERT PIPE CROSSING ALLYN ROAD.
 MB2296'
 MB2296'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2296'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2296'
 MB2296'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2238 ***********************************************************************
 MB2238  DESIGNATION -  75 003 2 P CO
 MB2238  PID         -  MB2238
 MB2238  STATE/COUNTY-  OH/PORTAGE
 MB2238  USGS QUAD   -  MANTUA (1994)
 MB2238
 MB2238                         *CURRENT SURVEY CONTROL
 MB2238  ___________________________________________________________________
 MB2238* NAD 83(1995)-  41 20 43.17538(N)    081 08 35.17362(W)     ADJUSTED  
 MB2238* NAVD 88     -       338.     (meters)    1109.     (feet)  VERTCON   
 MB2238  ___________________________________________________________________
 MB2238  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 MB2238  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2238
 MB2238  HORZ ORDER  -  SECOND
 MB2238
 MB2238.The horizontal coordinates were established by classical geodetic methods
 MB2238.and adjusted by the National Geodetic Survey in April 1998..
 MB2238
 MB2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2238
 MB2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2238
 MB2238.The geoid height was determined by GEOID03.
 MB2238
 MB2238;                    North         East     Units Scale Factor Converg.
 MB2238;SPC OH N     -   187,293.251   713,554.630   MT  0.99995085   +0 53 29.1
 MB2238;UTM  17      - 4,577,102.608   488,027.785   MT  0.99960176   -0 05 40.3
 MB2238
 MB2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2238!SPC OH N     -   0.99995230  x   0.99995085  =   0.99990315
 MB2238!UTM  17      -   0.99995230  x   0.99960176  =   0.99955408
 MB2238
 MB2238                          SUPERSEDED SURVEY CONTROL
 MB2238
 MB2238  NAD 83(1986)-  41 20 43.18365(N)    081 08 35.17154(W) AD(       ) 2
 MB2238  NAD 27      -  41 20 42.98445(N)    081 08 35.81653(W) AD(       ) 2
 MB2238  NGVD 29 (07/19/86)  338.     (m)         1109.     (f) VERT ANG       
 MB2238
 MB2238.Superseded values are not recommended for survey control.
 MB2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2238.See file dsdata.txt to determine how the superseded data were derived.
 MB2238
 MB2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8802877103(NAD 83)
 MB2238_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2238+STABILITY: SURFACE MOTION
 MB2238
 MB2238  HISTORY     - Date     Condition        Report By
 MB2238  HISTORY     - 1977     MONUMENTED       OH-133
 MB2238
 MB2238                          STATION DESCRIPTION
 MB2238
 MB2238'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2238'THE STATION IS ABOUT 9 MILES SOUTHWEST OF MIDDLEFIELD, 5 MILES
 MB2238'NORTHEAST OF MANTUA CORNERS, 2-1/2 MILES NORTH OF HIRAM, AND ON
 MB2238'THE RIGHT-OF-WAY OF STATE ROUTE 700 AND ALLYN ROAD, COUNTY
 MB2238'HIGHWAY 281.
 MB2238'
 MB2238'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 305
 MB2238'AND 700 IN HIRAM, GO NORTH ON STATE ROUTE 700 FOR 2.45
 MB2238'MILES TO THE INTERSECTION OF ALLYN ROAD,
 MB2238'AND THE STATION IN THE SOUTHEAST CORNER OF THE INTERSECTION.
 MB2238'
 MB2238'STATION MARK, STAMPED---75-003-2 1977---, IS A PORTAGE COUNTY
 MB2238'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2238'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 78.8 FEET
 MB2238'NORTHWEST OF THE NORTHWEST CORNER OF A TWO STORY HOUSE, 28.8
 MB2238'FEET SOUTH OF THE CENTERLINE OF ALLYN ROAD, 24.2 FEET WEST OF
 MB2238'A 24-INCH CORNER MAPLE TREE, 23.3 FEET NORTH OF A 15-INCH
 MB2238'MAPLE TREE, AND 18.7 FEET EAST OF THE CENTERLINE OF STATE
 MB2238'ROUTE 700.
 MB2238'
 MB2238'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2238'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 75 003 1 P CO
 MB2238'CAN BE USED AS AN AZIMUTH MARK.
 MB2238'
 MB2238'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2299 ***********************************************************************
 MB2299  DESIGNATION -  75 009 1 P CO
 MB2299  PID         -  MB2299
 MB2299  STATE/COUNTY-  OH/PORTAGE
 MB2299  USGS QUAD   -  MANTUA (1994)
 MB2299
 MB2299                         *CURRENT SURVEY CONTROL
 MB2299  ___________________________________________________________________
 MB2299* NAD 83(1995)-  41 20 04.67918(N)    081 09 45.21538(W)     ADJUSTED  
 MB2299* NAVD 88     -       347.7    (meters)    1141.     (feet)  VERTCON   
 MB2299  ___________________________________________________________________
 MB2299  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 MB2299  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2299
 MB2299  HORZ ORDER  -  SECOND
 MB2299
 MB2299.The horizontal coordinates were established by classical geodetic methods
 MB2299.and adjusted by the National Geodetic Survey in April 1998..
 MB2299
 MB2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2299
 MB2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2299
 MB2299.The geoid height was determined by GEOID03.
 MB2299
 MB2299;                    North         East     Units Scale Factor Converg.
 MB2299;SPC OH N     -   186,080.686   711,944.750   MT  0.99994997   +0 52 43.1
 MB2299;UTM  17      - 4,575,918.338   486,397.846   MT  0.99960228   -0 06 26.5
 MB2299
 MB2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2299!SPC OH N     -   0.99995075  x   0.99994997  =   0.99990072
 MB2299!UTM  17      -   0.99995075  x   0.99960228  =   0.99955305
 MB2299
 MB2299:                Primary Azimuth Mark                     Grid Az
 MB2299:SPC OH N     -  75 012 1 P CO                            146 14 43.9
 MB2299:UTM  17      -  75 012 1 P CO                            147 13 53.5
 MB2299
 MB2299|---------------------------------------------------------------------|
 MB2299| PID    Reference Object                     Distance      Geod. Az  |
 MB2299|                                                           dddmmss.s |
 MB2299| MB2242 75 012 1 P CO                       APPROX. 0.9 KM 1470727.0 |
 MB2299| MB2247 75 009 2 P CO                       223.541 METERS 28920     |
 MB2299|---------------------------------------------------------------------|
 MB2299
 MB2299                          SUPERSEDED SURVEY CONTROL
 MB2299
 MB2299  NAD 83(1986)-  41 20 04.68744(N)    081 09 45.21421(W) AD(       ) 2
 MB2299  NAD 27      -  41 20 04.48797(N)    081 09 45.85578(W) AD(       ) 2
 MB2299  NGVD 29 (07/19/86)  347.9    (m)         1141.     (f) VERT ANG       
 MB2299
 MB2299.Superseded values are not recommended for survey control.
 MB2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2299.See file dsdata.txt to determine how the superseded data were derived.
 MB2299
 MB2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8639875918(NAD 83)
 MB2299_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2299+STABILITY: SURFACE MOTION
 MB2299
 MB2299  HISTORY     - Date     Condition        Report By
 MB2299  HISTORY     - 1977     MONUMENTED       OH-133
 MB2299
 MB2299                          STATION DESCRIPTION
 MB2299
 MB2299'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2299'THE STATION IS ABOUT 9-3/4 MILES SOUTH-SOUTHWEST OF BURTON,
 MB2299'2-1/2 MILES NORTHEAST OF MANTUA CORNERS, 2 MILES NORTHWEST OF
 MB2299'HIRAM, AND ON THE RIGHT-OF-WAY OF ALPHA ROAD, TOWNSHIP
 MB2299'HIGHWAY 277.
 MB2299'
 MB2299'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82,
 MB2299'305 AND 700 IN HIRAM, GO WEST ON STATE ROUTE 82 FOR 0.7
 MB2299'MILE TO THE T-INTERSECTION OF ALPHA ROAD.
 MB2299'TURN RIGHT AN GO ON ALPHA ROAD NORTH FOR 1.2 MILES TO A
 MB2299'CURVE IN THE ROAD AND
 MB2299'AZIMUTH MARK 75 012 1 P CO ON THE RIGHT.  CONTINUE NORTHWEST ON
 MB2299'ALPHA ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.  CONTINUE
 MB2299'NORTHWEST FOR 0.15 MILE ON ALPHA ROAD TO THE Y-INTERSECTION OF
 MB2299'ABBOTT ROAD, COUNTY HIGHWAY 276.  TURN LEFT ON
 MB2299'ABBOTT ROAD AND GO SOUTHWEST FOR 0.1 MILE TO AZIMUTH 75 009
 MB2299'2 P CO ON THE LEFT.
 MB2299'
 MB2299'STATION MARKS, STAMPED---75-009-1 1977---, ARE PORTAGE COUNTY
 MB2299'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2299'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2299'SURFACE.  IT IS 110.5 FEET SOUTHEAST OF TELEPHONE POLE NUMBER
 MB2299'8M61, 46.3 FEET NORTHEAST OF TELEPHONE POLE NUMBER 8M60, 37.0
 MB2299'FEET SOUTHWEST OF A 6-INCH PIN OAK TREE, 30.6 FEET NORTHWEST OF
 MB2299'A 10-INCH ASH TREE, AND 22.3 FEET NORTHEAST OF THE CENTERLINE
 MB2299'OF ALPHA ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MB2299'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2299'
 MB2299'AZIMUTH MARK 75 012 1 P CO, STAMPED---75-012-1 1977---, IS A
 MB2299'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF
 MB2299'A 12-INCH CYLINDRICAL
 MB2299'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2299'97.0 FEET NORTHWEST OF A 24-INCH MAPLE TREE, 91.0 FEET
 MB2299'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, ADDRESS
 MB2299'NUMBER 12312, 48.6
 MB2299'FEET EAST OF A 36-INCH MAPLE TREE, 46.0 FEET SOUTHEAST OF
 MB2299'TELEPHONE POLE NUMBER AM42, AND 16.3 FEET EAST OF THE
 MB2299'CENTERLINE OF ALPHA ROAD.
 MB2299'
 MB2299'AZIMUTH MARK 75 009 2 P CO, STAMPED---75-009-2 1977---, IS A
 MB2299'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF
 MB2299'A 12-INCH CYLINDRIAL CONCRETE
 MB2299'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 77.6 FEET
 MB2299'NORTHEAST OF A 30-INCH ASH TREE, 61.6 FEET EAST OF A 20-INCH
 MB2299'BUTTERNUT TREE, 56.0 FEET SOUTHEAST OF A 20-INCH HICKORY TREE,
 MB2299'26.3 FEET SOUTHEAST OF THE CENTERLINE OF ABBOTT ROAD, AND 19.7
 MB2299'FEET SOUTHWEST OF TELEPHONE AND POWER POLE NUMBER 16M3.
 MB2299'
 MB2299'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2299'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2299'
 MB2299'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2247 ***********************************************************************
 MB2247  DESIGNATION -  75 009 2 P CO
 MB2247  PID         -  MB2247
 MB2247  STATE/COUNTY-  OH/PORTAGE
 MB2247  USGS QUAD   -  MANTUA (1994)
 MB2247
 MB2247                         *CURRENT SURVEY CONTROL
 MB2247  ___________________________________________________________________
 MB2247* NAD 83(1995)-  41 20 07.07849(N)    081 09 54.28683(W)     ADJUSTED  
 MB2247* NAVD 88     -       339.     (meters)    1112.     (feet)  VERTCON   
 MB2247  ___________________________________________________________________
 MB2247  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 MB2247  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2247
 MB2247  HORZ ORDER  -  SECOND
 MB2247
 MB2247.The horizontal coordinates were established by classical geodetic methods
 MB2247.and adjusted by the National Geodetic Survey in April 1998..
 MB2247
 MB2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2247
 MB2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2247
 MB2247.The geoid height was determined by GEOID03.
 MB2247
 MB2247;                    North         East     Units Scale Factor Converg.
 MB2247;SPC OH N     -   186,151.462   711,732.721   MT  0.99995002   +0 52 37.1
 MB2247;UTM  17      - 4,575,992.725   486,187.140   MT  0.99960235   -0 06 32.5
 MB2247
 MB2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2247!SPC OH N     -   0.99995214  x   0.99995002  =   0.99990217
 MB2247!UTM  17      -   0.99995214  x   0.99960235  =   0.99955451
 MB2247
 MB2247                          SUPERSEDED SURVEY CONTROL
 MB2247
 MB2247  NAD 83(1986)-  41 20 07.08676(N)    081 09 54.28566(W) AD(       ) 2
 MB2247  NAD 27      -  41 20 06.88734(N)    081 09 54.92692(W) AD(       ) 2
 MB2247  NGVD 29 (07/19/86)  339.     (m)         1112.     (f) VERT ANG       
 MB2247
 MB2247.Superseded values are not recommended for survey control.
 MB2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2247.See file dsdata.txt to determine how the superseded data were derived.
 MB2247
 MB2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8618775993(NAD 83)
 MB2247_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2247+STABILITY: SURFACE MOTION
 MB2247
 MB2247  HISTORY     - Date     Condition        Report By
 MB2247  HISTORY     - 1977     MONUMENTED       OH-133
 MB2247
 MB2247                          STATION DESCRIPTION
 MB2247
 MB2247'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2247'THE STATION IS ABOUT 9-3/4 MILES SOUTH-SOUTHWEST OF BURTON,
 MB2247'2-1/2 MILES NORTHEAST OF MANTUA CORNERS, 2 MILES NORTHWEST OF
 MB2247'HIRAM, AND ON THE RIGHT-OF-WAY OF ABBOTT ROAD, COUNTY HIGHWAY 276.
 MB2247'
 MB2247'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82,
 MB2247'305 AND 700 IN HIRAM, GO WEST ON STATE ROUTE 82 FOR 0.7
 MB2247'MILE TO THE T-INTERSECTION OF ALPHA ROAD, TOWNSHIP HIGHWAY 277.
 MB2247'TURN RIGHT AND GO NORTH ON ALPHA ROAD FOR 1.2 MILES TO A CURVE
 MB2247'IN THE ROAD AND STATION 75 012 1 P CO ON THE RIGHT.
 MB2247'CONTINUE NORTHWEST ON ALPHA ROAD FOR 0.75 MILE TO
 MB2247'THE Y-INTERSECTION OF ABBOTT ROAD.  TURN LEFT AND
 MB2247'GO SOUTHWEST ON ABBOTT ROAD FOR 0.1 MILE TO THE STATION ON THE
 MB2247'LEFT.
 MB2247'
 MB2247'STATION MARK, STAMPED---75-009-2 1977---, IS A PORTAGE COUNTY
 MB2247'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2247'CONCRETE POST THAT IS
 MB2247'FLUSH WITH THE GROUND SURFACE.  IT IS 77.6 FEET NORTHEAST OF A
 MB2247'30-INCH ASH TREE, 61.6 FEET EAST OF A 20-INCH BUTTERNUT TREE,
 MB2247'56.0 FEET SOUTHEAST OF A 20-INCH HICKORY TREE, 26.3 FEET
 MB2247'SOUTHEAST OF THE CENTERLINE OF ABBOTT ROAD, AND 19.7 FEET
 MB2247'SOUTHWEST OF TELEPHONE POLE NUMBER 16M3.
 MB2247'
 MB2247'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2242 ***********************************************************************
 MB2242  DESIGNATION -  75 012 1 P CO
 MB2242  PID         -  MB2242
 MB2242  STATE/COUNTY-  OH/PORTAGE
 MB2242  USGS QUAD   -  MANTUA (1994)
 MB2242
 MB2242                         *CURRENT SURVEY CONTROL
 MB2242  ___________________________________________________________________
 MB2242* NAD 83(1995)-  41 19 40.79489(N)    081 09 24.73657(W)     ADJUSTED  
 MB2242* NAVD 88     -       395.     (meters)    1296.     (feet)  VERTCON   
 MB2242  ___________________________________________________________________
 MB2242  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 MB2242  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2242
 MB2242  HORZ ORDER  -  SECOND
 MB2242
 MB2242.The horizontal coordinates were established by classical geodetic methods
 MB2242.and adjusted by the National Geodetic Survey in April 1998..
 MB2242
 MB2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2242
 MB2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2242
 MB2242.The geoid height was determined by GEOID03.
 MB2242
 MB2242;                    North         East     Units Scale Factor Converg.
 MB2242;SPC OH N     -   185,351.295   712,432.196   MT  0.99994943   +0 52 56.5
 MB2242;UTM  17      - 4,575,180.923   486,872.504   MT  0.99960212   -0 06 12.9
 MB2242
 MB2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2242!SPC OH N     -   0.99994336  x   0.99994943  =   0.99989279
 MB2242!UTM  17      -   0.99994336  x   0.99960212  =   0.99954550
 MB2242
 MB2242                          SUPERSEDED SURVEY CONTROL
 MB2242
 MB2242  NAD 83(1986)-  41 19 40.80313(N)    081 09 24.73543(W) AD(       ) 2
 MB2242  NAD 27      -  41 19 40.60336(N)    081 09 25.37776(W) AD(       ) 2
 MB2242  NGVD 29 (07/19/86)  395.     (m)         1296.     (f) VERT ANG       
 MB2242
 MB2242.Superseded values are not recommended for survey control.
 MB2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2242.See file dsdata.txt to determine how the superseded data were derived.
 MB2242
 MB2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8687375181(NAD 83)
 MB2242_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2242+STABILITY: SURFACE MOTION
 MB2242
 MB2242  HISTORY     - Date     Condition        Report By
 MB2242  HISTORY     - 1977     MONUMENTED       OH-133
 MB2242
 MB2242                          STATION DESCRIPTION
 MB2242
 MB2242'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2242'THE STATION IS ABOUT 10 MILES SOUTH OF BURTON, 3-3/4 MILES
 MB2242'NORTHWEST OF MANTUA CORNERS, 1-1/2 MILES NORTHEAST OF HIRAM,
 MB2242'AND ON THE RIGHT-OF-WAY OF ALPHA ROAD, TOWNSHIP HIGHWAY 277.
 MB2242'
 MB2242'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82,
 MB2242'305, AND 700 IN HIRAM, GO WEST ON STATE ROUTE 82 FOR
 MB2242'0.7 MILE TO THE T-INTERSECTION OF
 MB2242'ALPHA ROAD.  TURN RIGHT AND GO NORTH FOR 1.2 MILES TO THE STATION
 MB2242'ON THE RIGHT.
 MB2242'
 MB2242'STATION MARK, STAMPED---75-012-1 1977---, IS A PORTAGE COUNTY
 MB2242'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2242'CONCRETE POST THAT IS
 MB2242'FLUSH WITH THE GROUND SURFACE.  IT IS 97.0 FEET NORTHWEST OF A
 MB2242'24-INCH MAPLE TREE, 91.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 MB2242'OF A HOUSE, ADDRESS NUMBER 12312, 48.6 FEET EAST OF A 36-INCH
 MB2242'MAPLE TREE, 46.0 FEET
 MB2242'SOUTHEAST OF A TELEPHONE POLE NUMBER AM42, AND 16.3 FEET
 MB2242'EAST OF THE CENTERLINE OF ALPHA ROAD.
 MB2242'
 MB2242'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2242'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2242'
 MB2242'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2255 ***********************************************************************
 MB2255  DESIGNATION -  75 021 1 P CO
 MB2255  PID         -  MB2255
 MB2255  STATE/COUNTY-  OH/PORTAGE
 MB2255  USGS QUAD   -  MANTUA (1994)
 MB2255
 MB2255                         *CURRENT SURVEY CONTROL
 MB2255  ___________________________________________________________________
 MB2255* NAD 83(1995)-  41 18 37.41439(N)    081 10 45.09299(W)     ADJUSTED  
 MB2255* NAVD 88     -       373.1    (meters)    1224.     (feet)  VERTCON   
 MB2255  ___________________________________________________________________
 MB2255  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 MB2255  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2255
 MB2255  HORZ ORDER  -  SECOND
 MB2255
 MB2255.The horizontal coordinates were established by classical geodetic methods
 MB2255.and adjusted by the National Geodetic Survey in April 1998..
 MB2255
 MB2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2255
 MB2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2255
 MB2255.The geoid height was determined by GEOID03.
 MB2255
 MB2255;                    North         East     Units Scale Factor Converg.
 MB2255;SPC OH N     -   183,367.794   710,593.457   MT  0.99994809   +0 52 03.7
 MB2255;UTM  17      - 4,573,230.032   485,000.554   MT  0.99960277   -0 07 05.9
 MB2255
 MB2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2255!SPC OH N     -   0.99994676  x   0.99994809  =   0.99989485
 MB2255!UTM  17      -   0.99994676  x   0.99960277  =   0.99954955
 MB2255
 MB2255:                Primary Azimuth Mark                     Grid Az
 MB2255:SPC OH N     -  75 030 1 P CO                            268 55 51.3
 MB2255:UTM  17      -  75 030 1 P CO                            269 55 00.9
 MB2255
 MB2255|---------------------------------------------------------------------|
 MB2255| PID    Reference Object                     Distance      Geod. Az  |
 MB2255|                                                           dddmmss.s |
 MB2255| MB2257 75 030 1 P CO                       APPROX. 0.7 KM 2694755.0 |
 MB2255|---------------------------------------------------------------------|
 MB2255
 MB2255                          SUPERSEDED SURVEY CONTROL
 MB2255
 MB2255  NAD 83(1986)-  41 18 37.42240(N)    081 10 45.09184(W) AD(       ) 2
 MB2255  NAD 27      -  41 18 37.22251(N)    081 10 45.73214(W) AD(       ) 2
 MB2255  NGVD 29 (07/19/86)  373.3    (m)         1225.     (f) VERT ANG       
 MB2255
 MB2255.Superseded values are not recommended for survey control.
 MB2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2255.See file dsdata.txt to determine how the superseded data were derived.
 MB2255
 MB2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8500173230(NAD 83)
 MB2255_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2255+STABILITY: SURFACE MOTION
 MB2255
 MB2255  HISTORY     - Date     Condition        Report By
 MB2255  HISTORY     - 1977     MONUMENTED       OH-133
 MB2255
 MB2255                          STATION DESCRIPTION
 MB2255
 MB2255'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2255'THE STATION IS ABOUT 3 MILES NORTHEAST OF MANTUA, 2 MILES WEST
 MB2255'OF HIRAM, 2 MILES EAST OF MANTUA CORNERS, AND ON THE
 MB2255'RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2255'
 MB2255'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2255'AND 700 IN HIRAM, GO WEST ON STATE ROUTE 82 FOR
 MB2255'1.85 MILES TO THE STATION ON THE RIGHT.
 MB2255'
 MB2255'STATION MARK, STAMPED---75-021-1 1977---, IS A PORTAGE COUNTY
 MB2255'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2255'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 111.8 FEET
 MB2255'WEST-SOUTHWEST OF TELEPHONE NUMBER 4K371, 61.0 FEET SOUTHEAST
 MB2255'OF POWER POLE NUMBER 47AR/40, 50.8 FEET NORTHEAST OF A 6-INCH
 MB2255'MAPLE TREE, 40.3 FEET EAST-SOUTHEAST OF A 36-INCH MAPLE TREE,
 MB2255'AND 18.1 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 82.
 MB2255'
 MB2255'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2255'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2255'STATIONS 75 029 1 P CO AND 75 030 1 P CO CAN BE USED AS AZIMUTH
 MB2255'MARKS.
 MB2255'
 MB2255'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2243 ***********************************************************************
 MB2243  DESIGNATION -  75 022 1 P CO
 MB2243  PID         -  MB2243
 MB2243  STATE/COUNTY-  OH/PORTAGE
 MB2243  USGS QUAD   -  MANTUA (1994)
 MB2243
 MB2243                         *CURRENT SURVEY CONTROL
 MB2243  ___________________________________________________________________
 MB2243* NAD 83(1995)-  41 18 35.62640(N)    081 09 33.60812(W)     ADJUSTED  
 MB2243* NAVD 88     -       408.     (meters)    1339.     (feet)  VERTCON   
 MB2243  ___________________________________________________________________
 MB2243  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 MB2243  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2243
 MB2243  HORZ ORDER  -  SECOND
 MB2243
 MB2243.The horizontal coordinates were established by classical geodetic methods
 MB2243.and adjusted by the National Geodetic Survey in April 1998..
 MB2243
 MB2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2243
 MB2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2243
 MB2243.The geoid height was determined by GEOID03.
 MB2243
 MB2243;                    North         East     Units Scale Factor Converg.
 MB2243;SPC OH N     -   183,338.013   712,256.828   MT  0.99994805   +0 52 50.7
 MB2243;UTM  17      - 4,573,171.653   486,662.591   MT  0.99960219   -0 06 18.7
 MB2243
 MB2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2243!SPC OH N     -   0.99994132  x   0.99994805  =   0.99988937
 MB2243!UTM  17      -   0.99994132  x   0.99960219  =   0.99954353
 MB2243
 MB2243                          SUPERSEDED SURVEY CONTROL
 MB2243
 MB2243  NAD 83(1986)-  41 18 35.63432(N)    081 09 33.60693(W) AD(       ) 2
 MB2243  NAD 27      -  41 18 35.43421(N)    081 09 34.24961(W) AD(       ) 2
 MB2243  NGVD 29 (07/19/86)  408.     (m)         1339.     (f) VERT ANG       
 MB2243
 MB2243.Superseded values are not recommended for survey control.
 MB2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2243.See file dsdata.txt to determine how the superseded data were derived.
 MB2243
 MB2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8666373172(NAD 83)
 MB2243_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2243+STABILITY: SURFACE MOTION
 MB2243
 MB2243  HISTORY     - Date     Condition        Report By
 MB2243  HISTORY     - 1977     MONUMENTED       OH-133
 MB2243
 MB2243                          STATION DESCRIPTION
 MB2243
 MB2243'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2243'THE STATION IS ABOUT 4 MILES NORTHEAST OF MANTUA, 3-1/4 MILES
 MB2243'EAST OF MANTUA CORNERS, 1 MILE WEST OF HIRAM, AND ON THE
 MB2243'RIHGT-OF-WAY OF STATE ROUTE 82.
 MB2243'
 MB2243'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2243'AND 700 IN HIRAM, GO WEST ON STATE ROUTE 82 FOR
 MB2243'0.85 MILE TO THE STATION ON THE RIGHT.
 MB2243'
 MB2243'STATION MARK, STAMPED---75-022-1 1977---, IS A PORTAGE COUNTY
 MB2243'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2243'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 93.6 FEET
 MB2243'NORTH-NORTHEAST OF THE NORTHWEST SUPPORT LEG OF THE HIRAM
 MB2243'COLLEGE WATER TANK, 33.4 FEET SOUTHWEST OF A 12-INCH WILD
 MB2243'CHERRY TREE, 24.4 FEET WEST-SOUTHWEST OF TELEPHONE POLE NUMBER
 MB2243'162/1M32, AND 17.6 FEET SOUTHEAST OF AN 8-INCH APPLE TREE.
 MB2243'
 MB2243'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2243'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 75 029 1 P CO
 MB2243'CAN BE USED AS AN AZIMUTH MARK.
 MB2243'
 MB2243'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2226 ***********************************************************************
 MB2226  DESIGNATION -  75 026 1 P CO
 MB2226  PID         -  MB2226
 MB2226  STATE/COUNTY-  OH/PORTAGE
 MB2226  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2226
 MB2226                         *CURRENT SURVEY CONTROL
 MB2226  ___________________________________________________________________
 MB2226* NAD 83(1995)-  41 18 18.48134(N)    081 06 33.93246(W)     ADJUSTED  
 MB2226* NAVD 88     -       352.2    (meters)    1156.     (feet)  VERTCON   
 MB2226  ___________________________________________________________________
 MB2226  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 MB2226  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2226
 MB2226  HORZ ORDER  -  SECOND
 MB2226
 MB2226.The horizontal coordinates were established by classical geodetic methods
 MB2226.and adjusted by the National Geodetic Survey in April 1998..
 MB2226
 MB2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2226
 MB2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2226
 MB2226.The geoid height was determined by GEOID03.
 MB2226
 MB2226;                    North         East     Units Scale Factor Converg.
 MB2226;SPC OH N     -   182,874.619   716,443.980   MT  0.99994770   +0 54 48.7
 MB2226;UTM  17      - 4,572,636.472   490,839.704   MT  0.99960103   -0 04 20.0
 MB2226
 MB2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2226!SPC OH N     -   0.99995004  x   0.99994770  =   0.99989774
 MB2226!UTM  17      -   0.99995004  x   0.99960103  =   0.99955109
 MB2226
 MB2226|---------------------------------------------------------------------|
 MB2226| PID    Reference Object                     Distance      Geod. Az  |
 MB2226|                                                           dddmmss.s |
 MB2226| MB2222 75 026 2 P CO                       354.548 METERS 15203     |
 MB2226|---------------------------------------------------------------------|
 MB2226
 MB2226                          SUPERSEDED SURVEY CONTROL
 MB2226
 MB2226  NAD 83(1986)-  41 18 18.48896(N)    081 06 33.93041(W) AD(       ) 2
 MB2226  NAD 27      -  41 18 18.28876(N)    081 06 34.58069(W) AD(       ) 2
 MB2226  NGVD 29 (07/19/86)  352.4    (m)         1156.     (f) VERT ANG       
 MB2226
 MB2226.Superseded values are not recommended for survey control.
 MB2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2226.See file dsdata.txt to determine how the superseded data were derived.
 MB2226
 MB2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9084072636(NAD 83)
 MB2226_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2226+STABILITY: SURFACE MOTION
 MB2226
 MB2226  HISTORY     - Date     Condition        Report By
 MB2226  HISTORY     - 1977     MONUMENTED       OH-133
 MB2226
 MB2226                          STATION DESCRIPTION
 MB2226
 MB2226'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2226'THE STATION IS ABOUT 3 MILES WEST-SOUTHWEST OF NELSON, 1-3/4
 MB2226'MILES EAST-SOUTHEAST OF HIRAM, 1-1/2 MILES
 MB2226'NORTH-NORTHWEST OF GARRETTSVILLE, AND ON THE RIGHT-OF-WAY OF
 MB2226'WHEELER ROAD, TOWNSHIP 284.
 MB2226'
 MB2226'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2226'AND 305 NORTH OF GARRETTSVILLE, GO WEST ON STATE ROUTE 305 FOR
 MB2226'0.7 MILE TO THE T-INTERSECTION OF WHEELER ROAD.  TURN LEFT AND
 MB2226'GO SOUTH ON WHEELER ROAD FOR 0.35 MILE TO THE STATION ON THE
 MB2226'LEFT.
 MB2226'
 MB2226'STATION MARKS, STAMPED---75-026-1 1977---, ARE PORTAGE COUNTY
 MB2226'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2226'CYLINDRICAL CONCRETE POST THAT IS 3 INCHES BELOW THE
 MB2226'GROUND SURFACE.  IT IS 165.4 FEET NORTHEAST OF THE NORTHEAST
 MB2226'CORNER OF A HOUSE, 125.3 FEET NORTH-NORTHEAST OF A 24-INCH ASH
 MB2226'TREE, 124.9 FEET NORTHEAST OF A MULTI-TRUNKED 36-INCH ASH TREE,
 MB2226'36.1 FEET EAST-NORTHEAST OF POWER POLE NUMBER 47AL/30, AND 15.3
 MB2226'FEET EAST OF THE CENTERLINE OF WHEELER ROAD.  THE UNDERGROUND
 MB2226'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 MB2226'BELOW THE GROUND SURFACE.
 MB2226'
 MB2226'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2226'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 75 026 2 P CO
 MB2226'CAN BE USED AS AN AZIMUTH MARK.
 MB2226'
 MB2226'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2222 ***********************************************************************
 MB2222  DESIGNATION -  75 026 2 P CO
 MB2222  PID         -  MB2222
 MB2222  STATE/COUNTY-  OH/PORTAGE
 MB2222  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2222
 MB2222                         *CURRENT SURVEY CONTROL
 MB2222  ___________________________________________________________________
 MB2222* NAD 83(1995)-  41 18 08.32904(N)    081 06 26.78961(W)     ADJUSTED  
 MB2222* NAVD 88     -       351.8    (meters)    1154.     (feet)  VERTCON   
 MB2222  ___________________________________________________________________
 MB2222  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MB2222  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2222
 MB2222  HORZ ORDER  -  SECOND
 MB2222
 MB2222.The horizontal coordinates were established by classical geodetic methods
 MB2222.and adjusted by the National Geodetic Survey in April 1998..
 MB2222
 MB2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2222
 MB2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2222
 MB2222.The geoid height was determined by GEOID03.
 MB2222
 MB2222;                    North         East     Units Scale Factor Converg.
 MB2222;SPC OH N     -   182,564.129   716,615.113   MT  0.99994750   +0 54 53.4
 MB2222;UTM  17      - 4,572,323.191   491,005.413   MT  0.99960100   -0 04 15.3
 MB2222
 MB2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2222!SPC OH N     -   0.99995010  x   0.99994750  =   0.99989761
 MB2222!UTM  17      -   0.99995010  x   0.99960100  =   0.99955112
 MB2222
 MB2222|---------------------------------------------------------------------|
 MB2222| PID    Reference Object                     Distance      Geod. Az  |
 MB2222|                                                           dddmmss.s |
 MB2222| MB2224 75 035 3 P CO                       366.602 METERS 18143     |
 MB2222| MB2226 75 026 1 P CO                       354.548 METERS 33203     |
 MB2222|---------------------------------------------------------------------|
 MB2222
 MB2222                          SUPERSEDED SURVEY CONTROL
 MB2222
 MB2222  NAD 83(1986)-  41 18 08.33666(N)    081 06 26.78763(W) AD(       ) 2
 MB2222  NAD 27      -  41 18 08.13633(N)    081 06 27.43811(W) AD(       ) 2
 MB2222  NGVD 29 (07/19/86)  352.0    (m)         1155.     (f) VERT ANG       
 MB2222
 MB2222.Superseded values are not recommended for survey control.
 MB2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2222.See file dsdata.txt to determine how the superseded data were derived.
 MB2222
 MB2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9100572323(NAD 83)
 MB2222_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2222+STABILITY: SURFACE MOTION
 MB2222
 MB2222  HISTORY     - Date     Condition        Report By
 MB2222  HISTORY     - 1977     MONUMENTED       OH-133
 MB2222
 MB2222                          STATION DESCRIPTION
 MB2222
 MB2222'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2222'THE STATION IS ABOUT 3 MILES WEST-SOUTHWEST OF NELSON, 1-3/4
 MB2222'MILES EAST-SOUTHEAST OF HIRAM, 1-1/2 MILES NORTH-NORTHWEST OF
 MB2222'GARRETTSVILLE, AND ON THE RIGHT-OF-WAY OF WHEELER ROAD,
 MB2222'TOWNSHIP HIGHWAY 284.
 MB2222'
 MB2222'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2222'AND 305 NORTH OF GARRETTSVILLE, GO WEST ON STATE ROUTE 82 FOR
 MB2222'0.7 MILE TO THE T-INTERSECTION OF WHEELER ROAD.  TURN LEFT AND
 MB2222'GO SOUTH FOR 0.55 MILE TO THE STATION ON THE LEFT.
 MB2222'
 MB2222'STATION MARK, STAMPED---75-026-2 1977---, IS A PORTAGE COUNTY
 MB2222'BRASS DISK SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 MB2222'THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 48.0
 MB2222'FEET EAST OF A 24-INCH MAPLE TREE, 17.2 FEET SOUTHWEST OF AN
 MB2222'8-INCH MAPLE TREE, 14.4 FEET NORTHWEST OF A 15-INCH MAPLE TREE,
 MB2222'17.8 FEET EAST OF THE CENTERLINE OF WHEELER ROAD, AND 4.7 FEET
 MB2222'WEST OF A BRIDGE SPIKE IN AN 8-INCH MAPLE TREE.
 MB2222'
 MB2222'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2222'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2222'STATIONS 75 026 1 P CO AND 75 035 3 P CO CAN BE USED AS AZIMUTH
 MB2222'MARKS.
 MB2222'
 MB2222'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2220 ***********************************************************************
 MB2220  DESIGNATION -  75 026 3 P CO
 MB2220  PID         -  MB2220
 MB2220  STATE/COUNTY-  OH/PORTAGE
 MB2220  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2220
 MB2220                         *CURRENT SURVEY CONTROL
 MB2220  ___________________________________________________________________
 MB2220* NAD 83(1995)-  41 18 16.64147(N)    081 05 55.60603(W)     ADJUSTED  
 MB2220* NAVD 88     -       329.2    (meters)    1080.     (feet)  VERTCON   
 MB2220  ___________________________________________________________________
 MB2220  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MB2220  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2220
 MB2220  HORZ ORDER  -  SECOND
 MB2220
 MB2220.The horizontal coordinates were established by classical geodetic methods
 MB2220.and adjusted by the National Geodetic Survey in April 1998..
 MB2220
 MB2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2220
 MB2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2220
 MB2220.The geoid height was determined by GEOID03.
 MB2220
 MB2220;                    North         East     Units Scale Factor Converg.
 MB2220;SPC OH N     -   182,832.138   717,336.310   MT  0.99994767   +0 55 13.9
 MB2220;UTM  17      - 4,572,578.665   491,730.862   MT  0.99960084   -0 03 54.7
 MB2220
 MB2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2220!SPC OH N     -   0.99995365  x   0.99994767  =   0.99990132
 MB2220!UTM  17      -   0.99995365  x   0.99960084  =   0.99955451
 MB2220
 MB2220|---------------------------------------------------------------------|
 MB2220| PID    Reference Object                     Distance      Geod. Az  |
 MB2220|                                                           dddmmss.s |
 MB2220| MB2218 65 003 3 P CO                       278.297 METERS 00221     |
 MB2220| MB2217 65 003 1 P CO                       454.734 METERS 1781709.8 |
 MB2220|---------------------------------------------------------------------|
 MB2220
 MB2220                          SUPERSEDED SURVEY CONTROL
 MB2220
 MB2220  NAD 83(1986)-  41 18 16.64903(N)    081 05 55.60354(W) AD(       ) 2
 MB2220  NAD 27      -  41 18 16.44881(N)    081 05 56.25587(W) AD(       ) 2
 MB2220  NGVD 29 (07/19/86)  329.4    (m)         1081.     (f) VERT ANG       
 MB2220
 MB2220.Superseded values are not recommended for survey control.
 MB2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2220.See file dsdata.txt to determine how the superseded data were derived.
 MB2220
 MB2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9173172579(NAD 83)
 MB2220_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2220+STABILITY: SURFACE MOTION
 MB2220
 MB2220  HISTORY     - Date     Condition        Report By
 MB2220  HISTORY     - 1977     MONUMENTED       OH-133
 MB2220
 MB2220                          STATION DESCRIPTION
 MB2220
 MB2220'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2220'THE STATION IS ABOUT 2-1/2 MILES WEST OF NELSON, 2-1/4 MILES
 MB2220'EAST OF HIRAM, 1-1/2 MILES NORTH OF GARRETTSVILLE, AND ON THE
 MB2220'RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2220'
 MB2220'TO REACH THE STATION FROM GARRETTSVILLE AT THE
 MB2220'INTERSECTION OF STATE ROUTES 88 AND 82, GO NORTH ON STATE ROUTE
 MB2220'88 FOR 2.4 MILES TO THE STATION ON THE LEFT.
 MB2220'
 MB2220'STATION MARK, STAMPED---75-026-3 1977---, IS A PORTAGE COUNTY
 MB2220'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2220'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
 MB2220'IT IS 145.5 FEET SOUTHWEST OF A 20-INCH MAPLE TREE, 81.0 FEET
 MB2220'NORTHWEST OF A 30-INCH BEECH TREE, 16.5 FEET WEST OF THE
 MB2220'CENTERLINE OF STATE ROUTE 88, AND 7.3 FEET EAST OF TELEPHONE
 MB2220'AND POWER POLE NUMBER 47A3/15.
 MB2220'
 MB2220'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2220'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2220'STATIONS 65 003 1 P CO AND 65 003 3 P CO CAN BE USED AS AZIMUTH
 MB2220'MARKS.
 MB2220'
 MB2220'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2251 ***********************************************************************
 MB2251  DESIGNATION -  75 029 1 P CO
 MB2251  PID         -  MB2251
 MB2251  STATE/COUNTY-  OH/PORTAGE
 MB2251  USGS QUAD   -  MANTUA (1994)
 MB2251
 MB2251                         *CURRENT SURVEY CONTROL
 MB2251  ___________________________________________________________________
 MB2251* NAD 83(1995)-  41 18 36.01276(N)    081 10 09.91838(W)     ADJUSTED  
 MB2251* NAVD 88     -       377.1    (meters)    1237.     (feet)  VERTCON   
 MB2251  ___________________________________________________________________
 MB2251  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 MB2251  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2251
 MB2251  HORZ ORDER  -  SECOND
 MB2251
 MB2251.The horizontal coordinates were established by classical geodetic methods
 MB2251.and adjusted by the National Geodetic Survey in April 1998..
 MB2251
 MB2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2251
 MB2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2251
 MB2251.The geoid height was determined by GEOID03.
 MB2251
 MB2251;                    North         East     Units Scale Factor Converg.
 MB2251;SPC OH N     -   183,336.997   711,412.173   MT  0.99994806   +0 52 26.8
 MB2251;UTM  17      - 4,573,185.166   485,818.336   MT  0.99960248   -0 06 42.6
 MB2251
 MB2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2251!SPC OH N     -   0.99994613  x   0.99994806  =   0.99989420
 MB2251!UTM  17      -   0.99994613  x   0.99960248  =   0.99954863
 MB2251
 MB2251:                Primary Azimuth Mark                     Grid Az
 MB2251:SPC OH N     -  75 022 1 P CO                            089 55 51.8
 MB2251:UTM  17      -  75 022 1 P CO                            090 55 01.2
 MB2251
 MB2251|---------------------------------------------------------------------|
 MB2251| PID    Reference Object                     Distance      Geod. Az  |
 MB2251|                                                           dddmmss.s |
 MB2251| MB2243 75 022 1 P CO                       APPROX. 0.8 KM 0904818.6 |
 MB2251| MB2234 HIRAM COLLEGE WATER TANK            APPROX. 0.8 KM 0925934.2 |
 MB2251|---------------------------------------------------------------------|
 MB2251
 MB2251                          SUPERSEDED SURVEY CONTROL
 MB2251
 MB2251  NAD 83(1986)-  41 18 36.02073(N)    081 10 09.91720(W) AD(       ) 2
 MB2251  NAD 27      -  41 18 35.82072(N)    081 10 10.55869(W) AD(       ) 2
 MB2251  NGVD 29 (07/19/86)  377.3    (m)         1238.     (f) VERT ANG       
 MB2251
 MB2251.Superseded values are not recommended for survey control.
 MB2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2251.See file dsdata.txt to determine how the superseded data were derived.
 MB2251
 MB2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8581873185(NAD 83)
 MB2251_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2251+STABILITY: SURFACE MOTION
 MB2251
 MB2251  HISTORY     - Date     Condition        Report By
 MB2251  HISTORY     - 1977     MONUMENTED       OH-133
 MB2251
 MB2251                          STATION DESCRIPTION
 MB2251
 MB2251'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2251'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF MANTUA, 2-3/4
 MB2251'MILES EAST OF MANTUA CORNERS, 1-1/4 MILES WEST OF HIRAM, AND ON
 MB2251'THE RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2251'
 MB2251'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2251'AND 700 IN HIRAM, GO WEST ON STATE ROUTE 82 FOR
 MB2251'0.85 MILE TO AZIMUTH MARK 75 022 1 P CO ON THE RIGHT.  CONTINUE
 MB2251'WEST ON STATE ROUTE 82 FOR 0.5 MILE TO THE STATION ON THE
 MB2251'LEFT.
 MB2251'
 MB2251'STATION MARKS, STAMPED---75-029-1 1977---, ARE PORTAGE COUNTY
 MB2251'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2251'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2251'SURFACE.  IT IS 158.4 FEET SOUTHWEST OF TELEPHONE POLE NUMBER
 MB2251'144-1/2/1M50, 146.5 FEET SOUTHEAST OF POWER POLE NUMBER 143,
 MB2251'62.3 FEET SOUTH OF TELEPHONE AND POWER POLE NUMBER 144/1M51,
 MB2251'AND 31.7 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 82.  THE
 MB2251'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 MB2251'42 INCHES BELOW THE GROUND SURFACE.
 MB2251'
 MB2251'AZIMUTH MARK 75 022 1 P CO, STAMPED---75-022-1 1977---, IS A
 MB2251'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2251'CYLINCRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2251'SURFACE.  IT IS 93.6 FEET NORTH-NORTHEAST OF THE SUPPORT LEG OF
 MB2251'THE HIRAM COLLEGE WATER TANK, 33.4 FEET SOUTHWEST OF A 12-INCH
 MB2251'WILD CHERRY TREE, 24.4 FEET NORTH OF THE CENTERLINE OF STATE
 MB2251'ROUTE 82, 19.4 FEET WEST-SOUTHWEST OF TELEPHONE POLE NUMBER
 MB2251'162/1M32, AND 17.6 FEET SOUTHEAST OF AN 8-INCH APPLE TREE.
 MB2251'
 MB2251'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2251'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2251'STATION 75 021 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2251'
 MB2251'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2257 ***********************************************************************
 MB2257  DESIGNATION -  75 030 1 P CO
 MB2257  PID         -  MB2257
 MB2257  STATE/COUNTY-  OH/PORTAGE
 MB2257  USGS QUAD   -  MANTUA (1994)
 MB2257
 MB2257                         *CURRENT SURVEY CONTROL
 MB2257  ___________________________________________________________________
 MB2257* NAD 83(1995)-  41 18 37.33187(N)    081 11 15.80027(W)     ADJUSTED  
 MB2257* NAVD 88     -       342.7    (meters)    1124.     (feet)  VERTCON   
 MB2257  ___________________________________________________________________
 MB2257  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 MB2257  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2257
 MB2257  HORZ ORDER  -  SECOND
 MB2257
 MB2257.The horizontal coordinates were established by classical geodetic methods
 MB2257.and adjusted by the National Geodetic Survey in April 1998..
 MB2257
 MB2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2257
 MB2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2257
 MB2257.The geoid height was determined by GEOID03.
 MB2257
 MB2257;                    North         East     Units Scale Factor Converg.
 MB2257;SPC OH N     -   183,354.467   709,879.335   MT  0.99994809   +0 51 43.6
 MB2257;UTM  17      - 4,573,228.996   484,286.555   MT  0.99960304   -0 07 26.1
 MB2257
 MB2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2257!SPC OH N     -   0.99995153  x   0.99994809  =   0.99989962
 MB2257!UTM  17      -   0.99995153  x   0.99960304  =   0.99955459
 MB2257
 MB2257:                Primary Azimuth Mark                     Grid Az
 MB2257:SPC OH N     -  85 024 2 P CO                            269 58 36.6
 MB2257:UTM  17      -  85 024 2 P CO                            270 57 46.3
 MB2257
 MB2257|---------------------------------------------------------------------|
 MB2257| PID    Reference Object                     Distance      Geod. Az  |
 MB2257|                                                           dddmmss.s |
 MB2257| MB2275 85 024 2 P CO                       APPROX. 1.5 KM 2705020.2 |
 MB2257|---------------------------------------------------------------------|
 MB2257
 MB2257                          SUPERSEDED SURVEY CONTROL
 MB2257
 MB2257  NAD 83(1986)-  41 18 37.33992(N)    081 11 15.79918(W) AD(       ) 2
 MB2257  NAD 27      -  41 18 37.14011(N)    081 11 16.43842(W) AD(       ) 2
 MB2257  NGVD 29 (07/19/86)  342.9    (m)         1125.     (f) VERT ANG       
 MB2257
 MB2257.Superseded values are not recommended for survey control.
 MB2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2257.See file dsdata.txt to determine how the superseded data were derived.
 MB2257
 MB2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8428773229(NAD 83)
 MB2257_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2257+STABILITY: SURFACE MOTION
 MB2257
 MB2257  HISTORY     - Date     Condition        Report By
 MB2257  HISTORY     - 1977     MONUMENTED       OH-133
 MB2257
 MB2257                          STATION DESCRIPTION
 MB2257
 MB2257'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2257'THE STATION IS ABOUT 3 MILES EAST OF MANTUA CENTER, 2-1/2
 MB2257'MILES NORTHEAST OF MANTUA, 2-1/4 MILES WEST OF HIRAM,
 MB2257'AND ON STATE ROUTE 82 RIGHT-OF-WAY.
 MB2257'
 MB2257'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2257'AND 82 IN MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR 1.65 MILES
 MB2257'TO THE STATION ON THE RIGHT, 0.2 MILE EAST OF VAUGHN ROAD,
 MB2257'TOWNSHIP HIGHWAY 272.
 MB2257'
 MB2257'STATION MARK, STAMPED---75-030-1 1977---, IS A PORTAGE
 MB2257'COUNTY BRASS DISK SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2257'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 127.9 FEET
 MB2257'SOUTHEAST OF A 24-INCH OAK TREE, 68.5 FEET SOUTH OF TELEPHONE
 MB2257'AND POWER POLE NUMBER 107, 33.3 FEET SOUTH OF THE CENTERLINE OF
 MB2257'STATE ROUTE 82, AND JUST WEST OF A TWO STORY HOUSE, ADDRESS
 MB2257'5643.
 MB2257'
 MB2257'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2257'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2257'STATIONS 75 021 1 P CO, 85 024 3 P CO, AND 85 024 2 P CO CAN BE
 MB2257'USED AS AZIMUTH MARKS.
 MB2257'
 MB2257'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2254 ***********************************************************************
 MB2254  DESIGNATION -  75 031 1 P CO
 MB2254  PID         -  MB2254
 MB2254  STATE/COUNTY-  OH/PORTAGE
 MB2254  USGS QUAD   -  MANTUA (1994)
 MB2254
 MB2254                         *CURRENT SURVEY CONTROL
 MB2254  ___________________________________________________________________
 MB2254* NAD 83(1995)-  41 17 51.04159(N)    081 10 38.52873(W)     ADJUSTED  
 MB2254* NAVD 88     -       354.1    (meters)    1162.     (feet)  VERTCON   
 MB2254  ___________________________________________________________________
 MB2254  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MB2254  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2254
 MB2254  HORZ ORDER  -  SECOND
 MB2254
 MB2254.The horizontal coordinates were established by classical geodetic methods
 MB2254.and adjusted by the National Geodetic Survey in April 1998..
 MB2254
 MB2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2254
 MB2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2254
 MB2254.The geoid height was determined by GEOID03.
 MB2254
 MB2254;                    North         East     Units Scale Factor Converg.
 MB2254;SPC OH N     -   181,939.749   710,767.816   MT  0.99994716   +0 52 08.1
 MB2254;UTM  17      - 4,571,799.691   485,150.262   MT  0.99960271   -0 07 01.4
 MB2254
 MB2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2254!SPC OH N     -   0.99994974  x   0.99994716  =   0.99989690
 MB2254!UTM  17      -   0.99994974  x   0.99960271  =   0.99955247
 MB2254
 MB2254:                Primary Azimuth Mark                     Grid Az
 MB2254:SPC OH N     -  75 039 1 P CO                            105 18 53.0
 MB2254:UTM  17      -  75 039 1 P CO                            106 18 02.5
 MB2254
 MB2254|---------------------------------------------------------------------|
 MB2254| PID    Reference Object                     Distance      Geod. Az  |
 MB2254|                                                           dddmmss.s |
 MB2254| MB2250 75 039 1 P CO                       APPROX. 0.7 KM 1061101.1 |
 MB2254|---------------------------------------------------------------------|
 MB2254
 MB2254                          SUPERSEDED SURVEY CONTROL
 MB2254
 MB2254  NAD 83(1986)-  41 17 51.04950(N)    081 10 38.52782(W) AD(       ) 2
 MB2254  NAD 27      -  41 17 50.84924(N)    081 10 39.16846(W) AD(       ) 2
 MB2254  NGVD 29 (07/19/86)  354.3    (m)         1162.     (f) VERT ANG       
 MB2254
 MB2254.Superseded values are not recommended for survey control.
 MB2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2254.See file dsdata.txt to determine how the superseded data were derived.
 MB2254
 MB2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8515071800(NAD 83)
 MB2254_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2254+STABILITY: SURFACE MOTION
 MB2254
 MB2254  HISTORY     - Date     Condition        Report By
 MB2254  HISTORY     - 1977     MONUMENTED       OH-133
 MB2254
 MB2254                          STATION DESCRIPTION
 MB2254
 MB2254'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2254'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF FREEDOM,
 MB2254'2-1/2 MILES SOUTHEAST OF MANTUA CORNERS, 2 MILES SOUTHWEST OF
 MB2254'HIRAM, AND ON THE RIGHT-OF-WAY OF PIONEER TRAIL, COUNTY HIGHWAY
 MB2254'254.
 MB2254'
 MB2254'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2254'AND 82 AT MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR 1.45 MILES
 MB2254'TO THE INTERSECTION OF VAUGHN ROAD, TOWNSHIP HIGHWAY 272.  TURN
 MB2254'RIGHT AND GO SOUTH ON VAUGHN ROAD FOR 0.7 MILE TO THE
 MB2254'INTERSECTION OF PIONEER TRAIL.  TURN LEFT
 MB2254'AND GO SOUTHEAST ON PIONEER TRAIL FOR 0.8 MILE TO THE STATION
 MB2254'ON THE RIGHT.
 MB2254'
 MB2254'STATION MARK, STAMPED---75-031-1 1977---, IS A PORTAGE COUNTY
 MB2254'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2254'POST THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS EAST OF
 MB2254'A ONE AND HALF STORY HOUSE, ADDRESS NUMBER 5928, 61.2 FEET
 MB2254'NORTHWEST OF POWER POLE NUMBER HR-81, 61.1 FEET SOUTHEAST OF
 MB2254'A 6-INCH WILD CHERRY TREE, 41.4 FEET SOUTH OF POWER POLE
 MB2254'NUMBER 63/52, AND 12.7 FEET SOUTH OF THE CENTERLINE OF PIONEER
 MB2254'TRAIL.
 MB2254'
 MB2254'NO REFERENCE MARKS ESTABLISHED FOR THIS STAION.  HEIGHT OF
 MB2254'LIGHT ABOVE STATION MARK WAS 1.8 METERS.  STATIONS 75 039 1 P
 MB2254'CO, 75 031 2 P CO CAN BE USED AS AZIMUTH MARKS.
 MB2254'
 MB2254'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2258 ***********************************************************************
 MB2258  DESIGNATION -  75 031 2 P CO
 MB2258  PID         -  MB2258
 MB2258  STATE/COUNTY-  OH/PORTAGE
 MB2258  USGS QUAD   -  MANTUA (1994)
 MB2258
 MB2258                         *CURRENT SURVEY CONTROL
 MB2258  ___________________________________________________________________
 MB2258* NAD 83(1995)-  41 17 59.72062(N)    081 11 15.90555(W)     ADJUSTED  
 MB2258* NAVD 88     -       351.1    (meters)    1152.     (feet)  VERTCON   
 MB2258  ___________________________________________________________________
 MB2258  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MB2258  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2258
 MB2258  HORZ ORDER  -  SECOND
 MB2258
 MB2258.The horizontal coordinates were established by classical geodetic methods
 MB2258.and adjusted by the National Geodetic Survey in April 1998..
 MB2258
 MB2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2258
 MB2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2258
 MB2258.The geoid height was determined by GEOID03.
 MB2258
 MB2258;                    North         East     Units Scale Factor Converg.
 MB2258;SPC OH N     -   182,194.317   709,894.343   MT  0.99994733   +0 51 43.5
 MB2258;UTM  17      - 4,572,069.160   484,281.598   MT  0.99960304   -0 07 26.1
 MB2258
 MB2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2258!SPC OH N     -   0.99995021  x   0.99994733  =   0.99989754
 MB2258!UTM  17      -   0.99995021  x   0.99960304  =   0.99955327
 MB2258
 MB2258:                Primary Azimuth Mark                     Grid Az
 MB2258:SPC OH N     -  75 031 1 P CO                            106 14 54.3
 MB2258:UTM  17      -  75 031 1 P CO                            107 14 03.9
 MB2258
 MB2258|---------------------------------------------------------------------|
 MB2258| PID    Reference Object                     Distance      Geod. Az  |
 MB2258|                                                           dddmmss.s |
 MB2258| MB2254 75 031 1 P CO                       APPROX. 0.9 KM 1070637.8 |
 MB2258| MB2260 75 031 3 P CO                       421.674 METERS 3084829.2 |
 MB2258|---------------------------------------------------------------------|
 MB2258
 MB2258                          SUPERSEDED SURVEY CONTROL
 MB2258
 MB2258  NAD 83(1986)-  41 17 59.72864(N)    081 11 15.90460(W) AD(       ) 2
 MB2258  NAD 27      -  41 17 59.52844(N)    081 11 16.54400(W) AD(       ) 2
 MB2258  NGVD 29 (07/19/86)  351.3    (m)         1153.     (f) VERT ANG       
 MB2258
 MB2258.Superseded values are not recommended for survey control.
 MB2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2258.See file dsdata.txt to determine how the superseded data were derived.
 MB2258
 MB2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8428272069(NAD 83)
 MB2258_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2258+STABILITY: SURFACE MOTION
 MB2258
 MB2258  HISTORY     - Date     Condition        Report By
 MB2258  HISTORY     - 1977     MONUMENTED       OH-133
 MB2258
 MB2258                          STATION DESCRIPTION
 MB2258
 MB2258'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2258'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF MANTUA, 2-1/2
 MB2258'MILES SOUTHWEST OF HIRAM, 2 MILES SOUTHEAST OF MANTUA CORNERS,
 MB2258'AND ON THE RIGHT-OF-WAY OF PIONEER TRAIL, COUNTY HIGHWAY 254.
 MB2258'
 MB2258'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2258'AND 82 AT MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR 1.45
 MB2258'MILES TO THE INTERSECTION OF VAUGHN ROAD, TOWNSHIP HIGHWAY 272.
 MB2258'TURN RIGHT AND GO SOUTH ON VAUGHN ROAD FOR 0.7 MILE TO THE
 MB2258'INTERSECTION OF PIONEER TRAIL.  TURN LEFT AND GO EAST ON PIONEER
 MB2258'TRAIL FOR 0.2 MILE TO THE STATION ON THE LEFT.
 MB2258'
 MB2258'STATION MARK, STAMPED---75-031-2 1977---, IS A PORTAGE COUNTY
 MB2258'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2258'POST THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2258'100.0 FEET EAST OF A 30-INCH MAPLE TREE, 56.4 FEET WEST OF
 MB2258'TELEPHONE POLE NUMBER 63/39, 50.4 FEET SOUTHEAST OF AN 8-INCH
 MB2258'APPLE TREE, 40.7 FEET SOUTH OF TELEPHONE AND POWER POLE NUMBER
 MB2258'63-2/1, AND 14.0 FEET NORTH OF THE CENTERLINE OF PIONEER TRAIL.
 MB2258'
 MB2258'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2258'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2258'STATIONS 75 031 3 P CO AND 75 031 1 P CO CAN BE USED AS AZIMUTH
 MB2258'MARKS.
 MB2258'
 MB2258'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2260 ***********************************************************************
 MB2260  DESIGNATION -  75 031 3 P CO
 MB2260  PID         -  MB2260
 MB2260  STATE/COUNTY-  OH/PORTAGE
 MB2260  USGS QUAD   -  MANTUA (1994)
 MB2260
 MB2260                         *CURRENT SURVEY CONTROL
 MB2260  ___________________________________________________________________
 MB2260* NAD 83(1995)-  41 18 08.28665(N)    081 11 30.03003(W)     ADJUSTED  
 MB2260* NAVD 88     -       349.1    (meters)    1145.     (feet)  VERTCON   
 MB2260  ___________________________________________________________________
 MB2260  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 MB2260  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2260
 MB2260  HORZ ORDER  -  SECOND
 MB2260
 MB2260.The horizontal coordinates were established by classical geodetic methods
 MB2260.and adjusted by the National Geodetic Survey in April 1998..
 MB2260
 MB2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2260
 MB2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2260
 MB2260.The geoid height was determined by GEOID03.
 MB2260
 MB2260;                    North         East     Units Scale Factor Converg.
 MB2260;SPC OH N     -   182,453.599   709,561.833   MT  0.99994750   +0 51 34.2
 MB2260;UTM  17      - 4,572,334.033   483,953.712   MT  0.99960317   -0 07 35.4
 MB2260
 MB2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2260!SPC OH N     -   0.99995052  x   0.99994750  =   0.99989803
 MB2260!UTM  17      -   0.99995052  x   0.99960317  =   0.99955371
 MB2260
 MB2260:                Primary Azimuth Mark                     Grid Az
 MB2260:SPC OH N     -  75 031 2 P CO                            127 56 45.7
 MB2260:UTM  17      -  75 031 2 P CO                            128 55 55.3
 MB2260
 MB2260|---------------------------------------------------------------------|
 MB2260| PID    Reference Object                     Distance      Geod. Az  |
 MB2260|                                                           dddmmss.s |
 MB2260| MB2258 75 031 2 P CO                       421.674 METERS 1284819.9 |
 MB2260| MB2263 85 030 1 P CO                       396.862 METERS 18327     |
 MB2260| MB2261 85 024 3 P CO                       467.091 METERS 3582545.2 |
 MB2260|---------------------------------------------------------------------|
 MB2260
 MB2260                          SUPERSEDED SURVEY CONTROL
 MB2260
 MB2260  NAD 83(1986)-  41 18 08.29471(N)    081 11 30.02905(W) AD(       ) 2
 MB2260  NAD 27      -  41 18 08.09462(N)    081 11 30.66797(W) AD(       ) 2
 MB2260  NGVD 29 (07/19/86)  349.3    (m)         1146.     (f) VERT ANG       
 MB2260
 MB2260.Superseded values are not recommended for survey control.
 MB2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2260.See file dsdata.txt to determine how the superseded data were derived.
 MB2260
 MB2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8395472334(NAD 83)
 MB2260_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2260+STABILITY: SURFACE MOTION
 MB2260
 MB2260  HISTORY     - Date     Condition        Report By
 MB2260  HISTORY     - 1977     MONUMENTED       OH-133
 MB2260
 MB2260                          STATION DESCRIPTION
 MB2260
 MB2260'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2260'THE STATION IS ABOUT 2-1/2 MILES EAST-SOUTHEAST OF HIRAM, 2-1/4
 MB2260'MILES NORTHEAST OF MANTUA, 1-3/4 MILES SOUTHEAST OF MANTUA
 MB2260'CORNERS, AND ON THE RIGHT-OF-WAY OF VAUGHN ROAD, TOWNSHIP
 MB2260'HIGHWAY 272.
 MB2260'
 MB2260'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2260'AND 44 AT MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR 1.45
 MB2260'MILES TO THE INTERSECTION OF VAUGHN ROAD.  TURN RIGHT AND GO
 MB2260'SOUTH ON VAUGHN ROAD FOR 0.6 MILE TO THE STATION ON THE LEFT.
 MB2260'
 MB2260'STATION MARK, STAMPED---75-031-3 1977---, IS A PORTAGE COUNTY
 MB2260'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2260'POST THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2260'98.4 FEET SOUTH OF UNDERGROUND TELEPHONE CABLE WARNING POST
 MB2260'NUMBER 7, 75.7 FEET NORTH OF A TELEPHONE AND POWER POLE NUMBER
 MB2260'37/3, 48.6 FEET NORTHEAST OF A 24-INCH MAPLE TREE WITH TOP
 MB2260'REMOVED, 45.6 FEET SOUTHEAST OF A 24-INCH MAPLE TREE, AND 21.4
 MB2260'FEET EAST OF THE CENTERLINE OF VAUGHN ROAD.
 MB2260'
 MB2260'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2260'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2260'STATIONS 85 024 3 P CO, 75 031 2 P CO AND 85 030 1 P CO CAN
 MB2260'BE USED AS AZIMUTH MARKS.
 MB2260'
 MB2260'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2246 ***********************************************************************
 MB2246  DESIGNATION -  75 032 1 P CO
 MB2246  PID         -  MB2246
 MB2246  STATE/COUNTY-  OH/PORTAGE
 MB2246  USGS QUAD   -  MANTUA (1994)
 MB2246
 MB2246                         *CURRENT SURVEY CONTROL
 MB2246  ___________________________________________________________________
 MB2246* NAD 83(1995)-  41 17 44.54902(N)    081 09 49.05060(W)     ADJUSTED  
 MB2246* NAVD 88     -       401.     (meters)    1316.     (feet)  VERTCON   
 MB2246  ___________________________________________________________________
 MB2246  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 MB2246  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2246
 MB2246  HORZ ORDER  -  SECOND
 MB2246
 MB2246.The horizontal coordinates were established by classical geodetic methods
 MB2246.and adjusted by the National Geodetic Survey in April 1998..
 MB2246
 MB2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2246
 MB2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2246
 MB2246.The geoid height was determined by GEOID03.
 MB2246
 MB2246;                    North         East     Units Scale Factor Converg.
 MB2246;SPC OH N     -   181,757.034   711,921.822   MT  0.99994704   +0 52 40.6
 MB2246;UTM  17      - 4,571,597.216   486,300.557   MT  0.99960231   -0 06 28.7
 MB2246
 MB2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2246!SPC OH N     -   0.99994241  x   0.99994704  =   0.99988946
 MB2246!UTM  17      -   0.99994241  x   0.99960231  =   0.99954475
 MB2246
 MB2246                          SUPERSEDED SURVEY CONTROL
 MB2246
 MB2246  NAD 83(1986)-  41 17 44.55680(N)    081 09 49.04969(W) AD(       ) 2
 MB2246  NAD 27      -  41 17 44.35652(N)    081 09 49.69197(W) AD(       ) 2
 MB2246  NGVD 29 (07/19/86)  401.     (m)         1316.     (f) VERT ANG       
 MB2246
 MB2246.Superseded values are not recommended for survey control.
 MB2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2246.See file dsdata.txt to determine how the superseded data were derived.
 MB2246
 MB2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8630171597(NAD 83)
 MB2246_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2246+STABILITY: SURFACE MOTION
 MB2246
 MB2246  HISTORY     - Date     Condition        Report By
 MB2246  HISTORY     - 1977     MONUMENTED       OH-133
 MB2246
 MB2246                          STATION DESCRIPTION
 MB2246
 MB2246'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2246'THE STATION IS ABOUT 4-1/4 MILES NORTH-NORTHWEST OF FREEDOM,
 MB2246'3-1/4 MILES EAST-SOUTHEAST OF MANTUA CORNERS, 1-1/4 MILES
 MB2246'SOUTHWEST OF HIRAM, AND ON THE RIGHT-OF-WAY OF PIONEER TRAIL,
 MB2246'COUNTY HIGHWAY 254.
 MB2246'
 MB2246'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2246'AND 82 AT MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR 1.45
 MB2246'MILES TO THE INTERSECTION OF VAUGHN ROAD, TOWNSHIP HIGHWAY 272.
 MB2246'TURN RIGHT AND GO SOUTH ON VAUGHN ROAD FOR 0.7 MILE TO THE
 MB2246'INTERSECTION OF PIONEER TRAIL.  TURN LEFT
 MB2246'AND GO SOUTHEAST ON PIONEER TRAIL FOR 1.55 MILES TO THE STATION
 MB2246'ON THE LEFT.
 MB2246'
 MB2246'STATION MARK, STAMPED---75-032-1 1977---, IS A PORTAGE COUNTY BRASS
 MB2246'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT
 MB2246'IS FLUSH WITH THE GROUND SURFACE.  IT IS 118.2 FEET SOUTHEAST
 MB2246'OF THE SOUTHEAST CORNER OF AN OLD TWO STORY HOUSE, 55.6 FEET EAST
 MB2246'OF A 24-INCH MAPLE TREE, 18.8 FEET NORTH OF THE CENTERLINE OF
 MB2246'PIONEER TRAIL, AND 9.8 FEET SOUTHWEST OF POWER POLE NUMBER
 MB2246'4BAP/18.
 MB2246'
 MB2246'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2246'LIGHT ABOVE STATION MARK WAS 1.6 METERS.  STATION 75 039 1 P CO
 MB2246'CAN BE USED AS AN AZIMUTH MARK.
 MB2246'
 MB2246'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2219 ***********************************************************************
 MB2219  DESIGNATION -  75 035 1 P CO
 MB2219  PID         -  MB2219
 MB2219  STATE/COUNTY-  OH/PORTAGE
 MB2219  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2219
 MB2219                         *CURRENT SURVEY CONTROL
 MB2219  ___________________________________________________________________
 MB2219* NAD 83(1995)-  41 17 47.30051(N)    081 05 55.43027(W)     ADJUSTED  
 MB2219* NAVD 88     -       316.     (meters)    1037.     (feet)  VERTCON   
 MB2219  ___________________________________________________________________
 MB2219  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 MB2219  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2219
 MB2219  HORZ ORDER  -  SECOND
 MB2219
 MB2219.The horizontal coordinates were established by classical geodetic methods
 MB2219.and adjusted by the National Geodetic Survey in April 1998..
 MB2219
 MB2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2219
 MB2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2219
 MB2219.The geoid height was determined by GEOID03.
 MB2219
 MB2219;                    North         East     Units Scale Factor Converg.
 MB2219;SPC OH N     -   181,927.202   717,354.940   MT  0.99994709   +0 55 14.0
 MB2219;UTM  17      - 4,571,673.856   491,733.920   MT  0.99960084   -0 03 54.6
 MB2219
 MB2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2219!SPC OH N     -   0.99995575  x   0.99994709  =   0.99990284
 MB2219!UTM  17      -   0.99995575  x   0.99960084  =   0.99955661
 MB2219
 MB2219                          SUPERSEDED SURVEY CONTROL
 MB2219
 MB2219  NAD 83(1986)-  41 17 47.30802(N)    081 05 55.42791(W) AD(       ) 2
 MB2219  NAD 27      -  41 17 47.10755(N)    081 05 56.08028(W) AD(       ) 2
 MB2219  NGVD 29 (07/19/86)  316.     (m)         1037.     (f) VERT ANG       
 MB2219
 MB2219.Superseded values are not recommended for survey control.
 MB2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2219.See file dsdata.txt to determine how the superseded data were derived.
 MB2219
 MB2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9173471674(NAD 83)
 MB2219_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2219+STABILITY: SURFACE MOTION
 MB2219
 MB2219  HISTORY     - Date     Condition        Report By
 MB2219  HISTORY     - 1977     MONUMENTED       OH-133
 MB2219
 MB2219                          STATION DESCRIPTION
 MB2219
 MB2219'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2219'THE STATION IS ABOUT 2-3/4 MILES SOUTHWEST OF NELSON,
 MB2219'2-1/2 MILES SOUTHEAST OF HIRAM, 3/4 MILE NORTH OF
 MB2219'GARRETTSVILLE, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2219'
 MB2219'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2219'AND 82 IN GARRETTSVILLE, GO NORTH ON STATE ROUTE
 MB2219'88 FOR 0.9 MILE TO THE STATION ON THE LEFT.
 MB2219'
 MB2219'STATION MARK, STAMPED---75-035-1 1977---, IS A PORTAGE COUNTY
 MB2219'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2219'POST THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2219'62.0 FEET NORTHWEST OF A 24-INCH MAPLE TREE, 59.0 FEET
 MB2219'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, ADDRESS NUMBER
 MB2219'11185, 55.6 FEET NORTHEAST OF A 30-INCH POPLAR TREE, 27.4 FEET
 MB2219'SOUTHEAST OF A 24-INCH POPLAR TREE, AND 13.7 FEET WEST OF THE
 MB2219'CENTERLINE OF STATE ROUTE 88.
 MB2219'
 MB2219'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2219'LIGHT ABOVE STATION MARK WAS 1.6 METERS.  STATION 65 003 1 P CO
 MB2219'CAN BE USED AS AN AZIMUTH MARK.
 MB2219'
 MB2219'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2223 ***********************************************************************
 MB2223  DESIGNATION -  75 035 2 P CO
 MB2223  PID         -  MB2223
 MB2223  STATE/COUNTY-  OH/PORTAGE
 MB2223  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2223
 MB2223                         *CURRENT SURVEY CONTROL
 MB2223  ___________________________________________________________________
 MB2223* NAD 83(1995)-  41 17 49.60743(N)    081 06 27.13929(W)     ADJUSTED  
 MB2223* NAVD 88     -       336.8    (meters)    1105.     (feet)  VERTCON   
 MB2223  ___________________________________________________________________
 MB2223  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 MB2223  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2223
 MB2223  HORZ ORDER  -  SECOND
 MB2223
 MB2223.The horizontal coordinates were established by classical geodetic methods
 MB2223.and adjusted by the National Geodetic Survey in April 1998..
 MB2223
 MB2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2223
 MB2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2223
 MB2223.The geoid height was determined by GEOID03.
 MB2223
 MB2223;                    North         East     Units Scale Factor Converg.
 MB2223;SPC OH N     -   181,986.543   716,616.200   MT  0.99994713   +0 54 53.2
 MB2223;UTM  17      - 4,571,745.872   490,996.566   MT  0.99960100   -0 04 15.5
 MB2223
 MB2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2223!SPC OH N     -   0.99995246  x   0.99994713  =   0.99989959
 MB2223!UTM  17      -   0.99995246  x   0.99960100  =   0.99955348
 MB2223
 MB2223:                Primary Azimuth Mark                     Grid Az
 MB2223:SPC OH N     -  75 036 1 P CO                            183 37 35.0
 MB2223:UTM  17      -  75 036 1 P CO                            184 36 43.7
 MB2223
 MB2223|---------------------------------------------------------------------|
 MB2223| PID    Reference Object                     Distance      Geod. Az  |
 MB2223|                                                           dddmmss.s |
 MB2223| MB2225 75 036 1 P CO                       APPROX. 0.7 KM 1843228.2 |
 MB2223| MB2224 75 035 3 P CO                       211.139 METERS 35914     |
 MB2223|---------------------------------------------------------------------|
 MB2223
 MB2223                          SUPERSEDED SURVEY CONTROL
 MB2223
 MB2223  NAD 83(1986)-  41 17 49.61505(N)    081 06 27.13743(W) AD(       ) 2
 MB2223  NAD 27      -  41 17 49.41451(N)    081 06 27.78784(W) AD(       ) 2
 MB2223  NGVD 29 (07/19/86)  337.0    (m)         1106.     (f) VERT ANG       
 MB2223
 MB2223.Superseded values are not recommended for survey control.
 MB2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2223.See file dsdata.txt to determine how the superseded data were derived.
 MB2223
 MB2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9099771746(NAD 83)
 MB2223_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2223+STABILITY: SURFACE MOTION
 MB2223
 MB2223  HISTORY     - Date     Condition        Report By
 MB2223  HISTORY     - 1977     MONUMENTED       OH-133
 MB2223
 MB2223                          STATION DESCRIPTION
 MB2223
 MB2223'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2223'THE STATION IS ABOUT 3-1/4 MILES SOUTHWEST OF NELSON, 2 MILES
 MB2223'SOUTHEAST OF HIRAM, 1 MILE NORTHWEST OF GARRETTSVILLE, AND
 MB2223'ON THE RIGHT-OF-WAY OF WHEELER ROAD, TOWNSHIP HIGHWAY 284.
 MB2223'
 MB2223'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 700
 MB2223'AND 82 JUST SOUTH OF HIRAM, GO EAST ON STATE ROUTE 82 FOR 2.0
 MB2223'MILES TO THE WESTERN CORPORATION LINE OF GARRETTSVILLE AND THE
 MB2223'T-INTERSECTION OF WHEELER ROAD.  TURN LEFT AND GO NORTH ON
 MB2223'WHEELER ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 MB2223'
 MB2223'STATION MARK, STAMPED---75-035-2 1977---, IS A PORTAGE COUNTY
 MB2223'BRASS DISK SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 MB2223'THAT IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 60.5
 MB2223'FEET EAST-NORTHEAST OF A 24-INCH MAPLE TREE, 56.5 FEET
 MB2223'SOUTHWEST OF A 20-INCH PINE TREE WITH TOP REMOVED, 48.2 FEET
 MB2223'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, ADDRESS
 MB2223'NUMBER 11205, 48.0 FEET SOUTH-SOUTHEAST OF A 30-INCH MAPLE
 MB2223'TREE, AND 11.0 FEET WEST OF THE CENTERLINE OF WHEELER ROAD.
 MB2223'
 MB2223'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2223'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2223'STATIONS 75 036 1 P CO AND 75 035 3 P CO CAN BE USED AS AZIMUTH
 MB2223'MARKS.
 MB2223'
 MB2223'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2224 ***********************************************************************
 MB2224  DESIGNATION -  75 035 3 P CO
 MB2224  PID         -  MB2224
 MB2224  STATE/COUNTY-  OH/PORTAGE
 MB2224  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2224
 MB2224                         *CURRENT SURVEY CONTROL
 MB2224  ___________________________________________________________________
 MB2224* NAD 83(1995)-  41 17 56.45091(N)    081 06 27.25953(W)     ADJUSTED  
 MB2224* NAVD 88     -       348.9    (meters)    1145.     (feet)  VERTCON   
 MB2224  ___________________________________________________________________
 MB2224  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 MB2224  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2224
 MB2224  HORZ ORDER  -  SECOND
 MB2224
 MB2224.The horizontal coordinates were established by classical geodetic methods
 MB2224.and adjusted by the National Geodetic Survey in April 1998..
 MB2224
 MB2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2224
 MB2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2224
 MB2224.The geoid height was determined by GEOID03.
 MB2224
 MB2224;                    North         East     Units Scale Factor Converg.
 MB2224;SPC OH N     -   182,197.581   716,610.033   MT  0.99994727   +0 54 53.1
 MB2224;UTM  17      - 4,571,956.912   490,994.031   MT  0.99960100   -0 04 15.6
 MB2224
 MB2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2224!SPC OH N     -   0.99995056  x   0.99994727  =   0.99989783
 MB2224!UTM  17      -   0.99995056  x   0.99960100  =   0.99955158
 MB2224
 MB2224|---------------------------------------------------------------------|
 MB2224| PID    Reference Object                     Distance      Geod. Az  |
 MB2224|                                                           dddmmss.s |
 MB2224| MB2222 75 026 2 P CO                       366.602 METERS 00143     |
 MB2224| MB2223 75 035 2 P CO                       211.139 METERS 17914     |
 MB2224|---------------------------------------------------------------------|
 MB2224
 MB2224                          SUPERSEDED SURVEY CONTROL
 MB2224
 MB2224  NAD 83(1986)-  41 17 56.45853(N)    081 06 27.25763(W) AD(       ) 2
 MB2224  NAD 27      -  41 17 56.25808(N)    081 06 27.90805(W) AD(       ) 2
 MB2224  NGVD 29 (07/19/86)  349.1    (m)         1145.     (f) VERT ANG       
 MB2224
 MB2224.Superseded values are not recommended for survey control.
 MB2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2224.See file dsdata.txt to determine how the superseded data were derived.
 MB2224
 MB2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9099471957(NAD 83)
 MB2224_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2224+STABILITY: SURFACE MOTION
 MB2224
 MB2224  HISTORY     - Date     Condition        Report By
 MB2224  HISTORY     - 1977     MONUMENTED       OH-133
 MB2224
 MB2224                          STATION DESCRIPTION
 MB2224
 MB2224'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2224'THE STATION IS ABOUT 3-1/4 MILES SOUTHWEST OF NELSON, 2 MILES
 MB2224'SOUTHEAST OF HIRAM, 1 MILE NORTHWEST OF GARRETTSVILLE, AND ON
 MB2224'THE RIGHT-OF-WAY OF WHEELER ROAD, TOWNSHIP HIGHWAY 284.
 MB2224'
 MB2224'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2224'AND 700 JUST SOUTH OF HIRAM, GO EAST ON STATE ROUTE 82 FOR
 MB2224'2.0 MILES TO THE WESTERN CORPORATION LINE OF GARRETTSVILLE
 MB2224'AND THE T-INTERSECTION OF WHEELER ROAD.  TURN LEFT AND GO NORTH
 MB2224'ON WHEELER ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 MB2224'
 MB2224'STATION MARK, STAMPED---75-035-3 1977---, IS A PORTAGE COUNTY
 MB2224'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2224'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 233.6 FEET
 MB2224'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE STORY WOOD
 MB2224'FRAME BUILDING, PRESENTLY A HIRAM COLLEGE FIELD STATION, 74.0
 MB2224'FEET NORTHWEST OF A 20-INCH MAPLE TREE, 69.6 FEET SOUTHWEST OF
 MB2224'A 15-INCH MAPLE TREE, 38.6 FEET SOUTH-SOUTHEAST OF TELEPHONE
 MB2224'AND POWER POLE NUMBER 48AL2/4, AND 21.0 FEET WEST OF THE
 MB2224'CENTERLINE OF WHEELER ROAD.
 MB2224'
 MB2224'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2224'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2224'STATIONS 75 035 2 P CO AND 75 026 2 P CO CAN BE USED AS AZIMUTH
 MB2224'MARKS.
 MB2224'
 MB2224'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2225 ***********************************************************************
 MB2225  DESIGNATION -  75 036 1 P CO
 MB2225  PID         -  MB2225
 MB2225  STATE/COUNTY-  OH/PORTAGE
 MB2225  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2225
 MB2225                         *CURRENT SURVEY CONTROL
 MB2225  ___________________________________________________________________
 MB2225* NAD 83(1995)-  41 17 27.02681(N)    081 06 29.51716(W)     ADJUSTED  
 MB2225* NAVD 88     -       316.5    (meters)    1038.     (feet)  VERTCON   
 MB2225  ___________________________________________________________________
 MB2225  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 MB2225  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2225
 MB2225  HORZ ORDER  -  SECOND
 MB2225
 MB2225.The horizontal coordinates were established by classical geodetic methods
 MB2225.and adjusted by the National Geodetic Survey in April 1998..
 MB2225
 MB2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2225
 MB2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2225
 MB2225.The geoid height was determined by GEOID03.
 MB2225
 MB2225;                    North         East     Units Scale Factor Converg.
 MB2225;SPC OH N     -   181,289.176   716,572.003   MT  0.99994670   +0 54 51.6
 MB2225;UTM  17      - 4,571,049.610   490,940.398   MT  0.99960101   -0 04 17.0
 MB2225
 MB2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2225!SPC OH N     -   0.99995564  x   0.99994670  =   0.99990234
 MB2225!UTM  17      -   0.99995564  x   0.99960101  =   0.99955667
 MB2225
 MB2225:                Primary Azimuth Mark                     Grid Az
 MB2225:SPC OH N     -  75 035 2 P CO                            003 37 35.0
 MB2225:UTM  17      -  75 035 2 P CO                            004 36 43.6
 MB2225
 MB2225|---------------------------------------------------------------------|
 MB2225| PID    Reference Object                     Distance      Geod. Az  |
 MB2225|                                                           dddmmss.s |
 MB2225| MB2223 75 035 2 P CO                       APPROX. 0.7 KM 0043226.6 |
 MB2225|---------------------------------------------------------------------|
 MB2225
 MB2225                          SUPERSEDED SURVEY CONTROL
 MB2225
 MB2225  NAD 83(1986)-  41 17 27.03441(N)    081 06 29.51541(W) AD(       ) 2
 MB2225  NAD 27      -  41 17 26.83365(N)    081 06 30.16573(W) AD(       ) 2
 MB2225  NGVD 29 (07/19/86)  316.7    (m)         1039.     (f) VERT ANG       
 MB2225
 MB2225.Superseded values are not recommended for survey control.
 MB2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2225.See file dsdata.txt to determine how the superseded data were derived.
 MB2225
 MB2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9094071050(NAD 83)
 MB2225_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2225+STABILITY: SURFACE MOTION
 MB2225
 MB2225  HISTORY     - Date     Condition        Report By
 MB2225  HISTORY     - 1977     MONUMENTED       OH-133
 MB2225
 MB2225                          STATION DESCRIPTION
 MB2225
 MB2225'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2225'THE STATION IS ABOUT 3-1/4 MILES SOUTHWEST OF NELSON, 2 MILES
 MB2225'SOUTHEAST OF HIRAM, 1 MILE NORTHWEST OF GARRETTSVILLE, AND ON
 MB2225'THE RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2225'
 MB2225'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 700
 MB2225'AND 82 JUST SOUTH OF HIRAM, GO EAST ON STATE ROUTE 82 FOR 1.95
 MB2225'MILES TO THE STATION ON THE LEFT, 340 FEET BEFORE REACHING THE
 MB2225'INTERSECTION OF WHEELER ROAD, TOWNSHIP HIGHWAY 284.
 MB2225'
 MB2225'STATION MARK, STAMPED---75-036-1 1977---, IS A PORTAGE COUNTY
 MB2225'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2225'POST THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2225'111.0 FEET EAST OF A 14-INCH MAPLE TREE, 85.0 FEET NORTHWEST OF
 MB2225'A STEEL LIGHT POLE, 65.0 FEET NORTH OF A 14-INCH PINE TREE, AND
 MB2225'33.0 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 82.
 MB2225'
 MB2225'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2225'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2225'STATIONS 75 035 2 P CO AND 75 037 1 P CO CAN BE USED AS AZIMUTH
 MB2225'MARKS.
 MB2225'
 MB2225'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2228 ***********************************************************************
 MB2228  DESIGNATION -  75 037 1 P CO
 MB2228  PID         -  MB2228
 MB2228  STATE/COUNTY-  OH/PORTAGE
 MB2228  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2228
 MB2228                         *CURRENT SURVEY CONTROL
 MB2228  ___________________________________________________________________
 MB2228* NAD 83(1995)-  41 17 34.86443(N)    081 07 10.51403(W)     ADJUSTED  
 MB2228* NAVD 88     -       332.8    (meters)    1092.     (feet)  VERTCON   
 MB2228  ___________________________________________________________________
 MB2228  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 MB2228  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2228
 MB2228  HORZ ORDER  -  SECOND
 MB2228
 MB2228.The horizontal coordinates were established by classical geodetic methods
 MB2228.and adjusted by the National Geodetic Survey in April 1998..
 MB2228
 MB2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2228
 MB2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2228
 MB2228.The geoid height was determined by GEOID03.
 MB2228
 MB2228;                    North         East     Units Scale Factor Converg.
 MB2228;SPC OH N     -   181,515.763   715,614.439   MT  0.99994685   +0 54 24.7
 MB2228;UTM  17      - 4,571,292.554   489,987.203   MT  0.99960123   -0 04 44.1
 MB2228
 MB2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2228!SPC OH N     -   0.99995308  x   0.99994685  =   0.99989993
 MB2228!UTM  17      -   0.99995308  x   0.99960123  =   0.99955433
 MB2228
 MB2228:                Primary Azimuth Mark                     Grid Az
 MB2228:SPC OH N     -  75 038 1 P CO                            276 26 44.3
 MB2228:UTM  17      -  75 038 1 P CO                            277 25 53.1
 MB2228
 MB2228|---------------------------------------------------------------------|
 MB2228| PID    Reference Object                     Distance      Geod. Az  |
 MB2228|                                                           dddmmss.s |
 MB2228| MB2239 75 038 1 P CO                       APPROX. 2.1 KM 2772109.0 |
 MB2228| MB2234 HIRAM COLLEGE WATER TANK            APPROX. 3.8 KM 2985735.1 |
 MB2228|---------------------------------------------------------------------|
 MB2228
 MB2228                          SUPERSEDED SURVEY CONTROL
 MB2228
 MB2228  NAD 83(1986)-  41 17 34.87211(N)    081 07 10.51230(W) AD(       ) 2
 MB2228  NAD 27      -  41 17 34.67149(N)    081 07 11.16118(W) AD(       ) 2
 MB2228  NGVD 29 (07/19/86)  333.0    (m)         1093.     (f) VERT ANG       
 MB2228
 MB2228.Superseded values are not recommended for survey control.
 MB2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2228.See file dsdata.txt to determine how the superseded data were derived.
 MB2228
 MB2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8998771293(NAD 83)
 MB2228_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2228+STABILITY: SURFACE MOTION
 MB2228
 MB2228  HISTORY     - Date     Condition        Report By
 MB2228  HISTORY     - 1977     MONUMENTED       OH-133
 MB2228
 MB2228                          STATION DESCRIPTION
 MB2228
 MB2228'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2228'THE STATION IS ABOUT 3-3/4 MILES SOUTHWEST OF NELSON, 1-3/4
 MB2228'MILES SOUTHEAST OF HIRAM, 1-1/4 MILES NORTHWEST OF
 MB2228'GARRETTSVILLE, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2228'
 MB2228'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 700
 MB2228'AND 82 JUST SOUTH OF HIRAM, (GO SOUTH ON STATE ROUTE
 MB2228'700 FOR 0.2 MILE TO THE INTERSECTION OF PIONEER TRAIL, COUNTY
 MB2228'HIGHWAY 254 AND AZIMUTH MARK 75 038 1 P CO ON THE SOUTHEAST
 MB2228'CORNER OF THE INTERSECTION.)
 MB2228'GO EAST ON STATE ROUTE 82 FOR 1.35 MILES TO THE
 MB2228'STATION ON THE RIGHT.
 MB2228'
 MB2228'STATION MARKS, STAMPED---75-037-1 1977---, ARE PORTAGE COUNTY
 MB2228'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2228'CYLINDRICAL CONCRETE POST THAT IS 2 INCHES BELOW THE
 MB2228'GROUND SURFACE.  IT IS 117.8 FEET SOUTHWEST OF THE SOUTHEAST
 MB2228'CORNER OF A HOUSE, ADDRESS NUMBER 7521, 89.5 FEET NORTHEAST OF A
 MB2228'SILO BUILT INTO THE NORTHEAST CORNER OF A LARGE BARN, 54.6 FEET
 MB2228'SOUTH-SOUTHWEST OF POWER POLE NUMBER 7, 26.3 FEET SOUTH OF THE
 MB2228'CENTERLINE OF STATE ROUTE 82, AND 22.3 FEET NORTHWEST OF POWER
 MB2228'POLE NUMBER 1-7608.  THE UNDERGROUND DISK IS SET IN AN
 MB2228'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2228'SURFACE.
 MB2228'
 MB2228'AZIMUTH MARK 75 038 1 P CO, STAMPED---75-038-1 1977---, IS A
 MB2228'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2228'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2228'SURFACE.  IT IS 134 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MB2228'A WOOD FRAME GARAGE, 79.9 FEET SOUTHEAST OF POWER
 MB2228'POLE NUMBER 48AN1/50, 72.3 FEET NORTH OF A 6-INCH HICKORY
 MB2228'TREE, 50.3 FEET WEST OF POWER POLE NUMBER 48AN1/48, AND 19.5
 MB2228'FEET EAST OF THE CENTERLINE OF STATE ROUTE 700.
 MB2228'
 MB2228'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2228'LIGHT ABOVE STATION MARK WAS 1.6 METERS.  STATION 75 036 1 P CO
 MB2228'CAN BE USED AS AN AZIMUTH MARK.
 MB2228'
 MB2228'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2239 ***********************************************************************
 MB2239  DESIGNATION -  75 038 1 P CO
 MB2239  PID         -  MB2239
 MB2239  STATE/COUNTY-  OH/PORTAGE
 MB2239  USGS QUAD   -  MANTUA (1994)
 MB2239
 MB2239                         *CURRENT SURVEY CONTROL
 MB2239  ___________________________________________________________________
 MB2239* NAD 83(1995)-  41 17 43.39510(N)    081 08 38.27017(W)     ADJUSTED  
 MB2239* NAVD 88     -       362.     (meters)    1188.     (feet)  VERTCON   
 MB2239  ___________________________________________________________________
 MB2239  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 MB2239  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2239
 MB2239  HORZ ORDER  -  SECOND
 MB2239
 MB2239.The horizontal coordinates were established by classical geodetic methods
 MB2239.and adjusted by the National Geodetic Survey in April 1998..
 MB2239
 MB2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2239
 MB2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2239
 MB2239.The geoid height was determined by GEOID03.
 MB2239
 MB2239;                    North         East     Units Scale Factor Converg.
 MB2239;SPC OH N     -   181,746.859   713,568.879   MT  0.99994702   +0 53 27.1
 MB2239;UTM  17      - 4,571,558.716   487,946.626   MT  0.99960179   -0 05 42.0
 MB2239
 MB2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2239!SPC OH N     -   0.99994853  x   0.99994702  =   0.99989555
 MB2239!UTM  17      -   0.99994853  x   0.99960179  =   0.99955034
 MB2239
 MB2239                          SUPERSEDED SURVEY CONTROL
 MB2239
 MB2239  NAD 83(1986)-  41 17 43.40288(N)    081 08 38.26843(W) AD(       ) 2
 MB2239  NAD 27      -  41 17 43.20256(N)    081 08 38.91437(W) AD(       ) 2
 MB2239  NGVD 29 (07/19/86)  362.     (m)         1188.     (f) VERT ANG       
 MB2239
 MB2239.Superseded values are not recommended for survey control.
 MB2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2239.See file dsdata.txt to determine how the superseded data were derived.
 MB2239
 MB2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8794771559(NAD 83)
 MB2239_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2239+STABILITY: SURFACE MOTION
 MB2239
 MB2239  HISTORY     - Date     Condition        Report By
 MB2239  HISTORY     - 1977     MONUMENTED       OH-133
 MB2239
 MB2239                          STATION DESCRIPTION
 MB2239
 MB2239'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2239'THE STATION IS ABOUT 4-1/4 MILES NORTHEAST OF MANTUA, 2-1/2
 MB2239'MILES NORTHWEST OF GARRETTSVILLE, 1 MILE SOUTH OF HIRAM, AND ON
 MB2239'THE RIGHT-OF-WAY OF STATE ROUTE 700.
 MB2239'
 MB2239'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 700
 MB2239'AND 82 JUST SOUTH OF HIRAM, GO SOUTH ON STATE ROUTE 700 FOR
 MB2239'0.2 MILE TO THE INTERSECTION OF WEST PIONEER TRAIL, COUNTY
 MB2239'HIGHWAY 254, AND THE STATION ON THE SOUTHEAST CORNER OF THE
 MB2239'INTERSECTION.
 MB2239'
 MB2239'STATION MARK, STAMPED---75-038-1 1977---, IS A PORTAGE COUNTY
 MB2239'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2239'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 134
 MB2239'FEET NORTHEAST OF THE NORTHEAST CORNER OF A WOOD
 MB2239'FRAME GARAGE, 79.9 FEET SOUTHEAST OF POWER POLE NUMBER 48AN1/50,
 MB2239'72.3 FEET NORTH OF A 6-INCH HICKORY TREE, 50.3 FEET WEST OF
 MB2239'POWER POLE NUMBER 48AN1/48, AND 19.5 FEET EAST OF THE
 MB2239'CENTERLINE OF STATE ROUTE 700.
 MB2239'
 MB2239'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2239'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 75 037 1 P CO
 MB2239'CAN BE USED AS AN AZIMUTH MARK.
 MB2239'
 MB2239'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2250 ***********************************************************************
 MB2250  DESIGNATION -  75 039 1 P CO
 MB2250  PID         -  MB2250
 MB2250  STATE/COUNTY-  OH/PORTAGE
 MB2250  USGS QUAD   -  MANTUA (1994)
 MB2250
 MB2250                         *CURRENT SURVEY CONTROL
 MB2250  ___________________________________________________________________
 MB2250* NAD 83(1995)-  41 17 44.49093(N)    081 10 08.60469(W)     ADJUSTED  
 MB2250* NAVD 88     -       394.5    (meters)    1294.     (feet)  VERTCON   
 MB2250  ___________________________________________________________________
 MB2250  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 MB2250  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2250
 MB2250  HORZ ORDER  -  SECOND
 MB2250
 MB2250.The horizontal coordinates were established by classical geodetic methods
 MB2250.and adjusted by the National Geodetic Survey in April 1998..
 MB2250
 MB2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2250
 MB2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2250
 MB2250.The geoid height was determined by GEOID03.
 MB2250
 MB2250;                    North         East     Units Scale Factor Converg.
 MB2250;SPC OH N     -   181,748.286   711,466.979   MT  0.99994704   +0 52 27.7
 MB2250;UTM  17      - 4,571,596.296   485,845.787   MT  0.99960247   -0 06 41.6
 MB2250
 MB2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2250!SPC OH N     -   0.99994340  x   0.99994704  =   0.99989045
 MB2250!UTM  17      -   0.99994340  x   0.99960247  =   0.99954589
 MB2250
 MB2250:                Primary Azimuth Mark                     Grid Az
 MB2250:SPC OH N     -  75 032 1 P CO                            088 53 53.4
 MB2250:UTM  17      -  75 032 1 P CO                            089 53 02.7
 MB2250
 MB2250|---------------------------------------------------------------------|
 MB2250| PID    Reference Object                     Distance      Geod. Az  |
 MB2250|                                                           dddmmss.s |
 MB2250| MB2246 75 032 1 P CO                       454.951 METERS 0894621.1 |
 MB2250| MB2245 MANTUA SP MICROWAVE                 APPROX. 3.7 KM 1723410.2 |
 MB2250|---------------------------------------------------------------------|
 MB2250
 MB2250                          SUPERSEDED SURVEY CONTROL
 MB2250
 MB2250  NAD 83(1986)-  41 17 44.49876(N)    081 10 08.60378(W) AD(       ) 2
 MB2250  NAD 27      -  41 17 44.29846(N)    081 10 09.24542(W) AD(       ) 2
 MB2250  NGVD 29 (07/19/86)  394.7    (m)         1295.     (f) VERT ANG       
 MB2250
 MB2250.Superseded values are not recommended for survey control.
 MB2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2250.See file dsdata.txt to determine how the superseded data were derived.
 MB2250
 MB2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8584671596(NAD 83)
 MB2250_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2250+STABILITY: SURFACE MOTION
 MB2250
 MB2250  HISTORY     - Date     Condition        Report By
 MB2250  HISTORY     - 1977     MONUMENTED       OH-133
 MB2250
 MB2250                          STATION DESCRIPTION
 MB2250
 MB2250'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2250'THE STATION IS ABOUT 4-1/4 MILES NORTH-NORTHWEST OF FREEDOM,
 MB2250'2-3/4 MILES EAST-SOUTHEAST OF MANTUA CORNERS, 1-3/4 MILE
 MB2250'SOUTHEAST OF HIRAM, AND ON THE RIGHT-OF-WAY OF PIONEER TRAIL,
 MB2250'COUNTY HIGHWAY 254.
 MB2250'
 MB2250'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2250'AND 82 AT MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR 1.45
 MB2250'MILES TO THE INTERSECTION OF VAUGHN ROAD, TOWNSHIP HIGHWAY 272.
 MB2250'TURN RIGHT AND GO SOUTH ON VAUGHN ROAD FOR 0.7 MILE TO THE
 MB2250'INTERSECTION OF PIONEED TRAIL.  TURN LEFT
 MB2250'AND GO SOUTHEAST ON PIONEED TRAIL FOR 1.25 MILES TO A CURVE AND
 MB2250'THE STATION ON THE RIGHT ON TOP OF A BANK.  CONTINUE EAST ON
 MB2250'PIONEER TRAIL FOR 0.3 MILE TO AZIMUTH MARK 75 032 1 P CO ON
 MB2250'THE LEFT.
 MB2250'
 MB2250'STATION MARKS, STAMPED---75-039-1 1977---, ARE PORTAGE
 MB2250'COUNTY BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 MB2250'A 12-INCH CYLINDRICAL CONCRETE POST THAT IS 2 INCHES BELOW
 MB2250'THE GROUND SURFACE.  IT IS 80.3 FEET SOUTHWEST OF A 4-INCH
 MB2250'PEACH TREE AT THE SOUTHEAST CORNER OF AN ORCHARD, 64.2 FEET
 MB2250'SOUTHEAST OF AN 8-INCH SQUARE CONCRETE POST 3 FEET IN HEIGHT
 MB2250'ON THE NORTH SIDE OF THE ROAD, 49.5 FEET WEST OF A
 MB2250'16-INCH MAPLE TREE, 25.8 FEET SOUTH OF THE CENTERLINE OF
 MB2250'PIONEER TRAIL, AND 15 FEET EAST OF A 15-INCH MAPLE TREE.
 MB2250'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2250'42 INCHES BELOW THE GROUND SURFACE.
 MB2250'
 MB2250'AZIMUTH MARK 75 032 1 P CO, STAMPED---75-032-1 1977---, IS
 MB2250'A PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2250'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2250'SURFACE.  IT IS 118.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MB2250'OF A OLD TWO STORY HOUSE, 55.6 FEET EAST OF A 24-INCH MAPLE
 MB2250'TREE. 18.8 FEET NORTH OF THE CENTERLINE OF PIONEER TRAIL,
 MB2250'AND 9.8 FEET SOUTHWEST OF POWER POLE NUMBER 48 AP/18.
 MB2250'
 MB2250'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2250'LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.  STATION
 MB2250'75 031 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2250'
 MB2250'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2262 ***********************************************************************
 MB2262  DESIGNATION -  75 040 1 P CO
 MB2262  PID         -  MB2262
 MB2262  STATE/COUNTY-  OH/PORTAGE
 MB2262  USGS QUAD   -  MANTUA (1994)
 MB2262
 MB2262                         *CURRENT SURVEY CONTROL
 MB2262  ___________________________________________________________________
 MB2262* NAD 83(1995)-  41 17 33.14510(N)    081 11 30.60985(W)     ADJUSTED  
 MB2262* NAVD 88     -       353.8    (meters)    1161.     (feet)  VERTCON   
 MB2262  ___________________________________________________________________
 MB2262  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 MB2262  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2262
 MB2262  HORZ ORDER  -  SECOND
 MB2262
 MB2262.The horizontal coordinates were established by classical geodetic methods
 MB2262.and adjusted by the National Geodetic Survey in April 1998..
 MB2262
 MB2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2262
 MB2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2262
 MB2262.The geoid height was determined by GEOID03.
 MB2262
 MB2262;                    North         East     Units Scale Factor Converg.
 MB2262;SPC OH N     -   181,369.462   709,564.606   MT  0.99994682   +0 51 33.8
 MB2262;UTM  17      - 4,571,250.383   483,937.834   MT  0.99960318   -0 07 35.7
 MB2262
 MB2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2262!SPC OH N     -   0.99994978  x   0.99994682  =   0.99989661
 MB2262!UTM  17      -   0.99994978  x   0.99960318  =   0.99955298
 MB2262
 MB2262:                Primary Azimuth Mark                     Grid Az
 MB2262:SPC OH N     -  75 050 1 P CO                            179 45 51.8
 MB2262:UTM  17      -  75 050 1 P CO                            180 45 01.3
 MB2262
 MB2262|---------------------------------------------------------------------|
 MB2262| PID    Reference Object                     Distance      Geod. Az  |
 MB2262|                                                           dddmmss.s |
 MB2262| MB2265 75 050 1 P CO                       APPROX. 1.7 KM 1803725.6 |
 MB2262| MB2264 85 036 1 P CO                       APPROX. 0.5 KM 1813717.7 |
 MB2262| MB2274 MANTUA WU MICROWAVE                 APPROX. 1.0 KM 2411239.0 |
 MB2262|---------------------------------------------------------------------|
 MB2262
 MB2262                          SUPERSEDED SURVEY CONTROL
 MB2262
 MB2262  NAD 83(1986)-  41 17 33.15317(N)    081 11 30.60903(W) AD(       ) 2
 MB2262  NAD 27      -  41 17 32.95269(N)    081 11 31.24803(W) AD(       ) 2
 MB2262  NGVD 29 (07/19/86)  354.0    (m)         1161.     (f) VERT ANG       
 MB2262
 MB2262.Superseded values are not recommended for survey control.
 MB2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2262.See file dsdata.txt to determine how the superseded data were derived.
 MB2262
 MB2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8393871250(NAD 83)
 MB2262_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2262+STABILITY: SURFACE MOTION
 MB2262
 MB2262  HISTORY     - Date     Condition        Report By
 MB2262  HISTORY     - 1977     MONUMENTED       OH-133
 MB2262
 MB2262                          STATION DESCRIPTION
 MB2262
 MB2262'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2262'THE STATION IS ABOUT 5 MILES WEST-NORTHWEST OF GARRETTSVILLE,
 MB2262'4-1/4 MILES NORTHEAST OF SHALERSVILLE, 2 MILES SOUTHEAST OF
 MB2262'MANTUA CORNERS, AND ON THE RIGHT-OF-WAY OF VAUGHN ROAD, TOWNSHIP
 MB2262'HIGHWAY 272.
 MB2262'
 MB2262'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2262'AND 82 AT MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR 1.45
 MB2262'MILES TO THE INTERSECTION OF VAUGHN ROAD.
 MB2262'TURN RIGHT ON VAUGHN ROAD AND GO SOUTH 0.7 MILE TO THE
 MB2262'INTERSECTION OF PIONEER TRAIL, COUNTY HIGHWAY 254.  CONTINUE
 MB2262'SOUTH FOR 0.6 MILE TO THE STATION ON THE LEFT.  CONTINUE SOUTH ON
 MB2262'VAUGHN ROAD FOR 0.35 MILE TO AZIMUTH MARK 85 036 1 P CO ON
 MB2262'THE RIGHT.
 MB2262'
 MB2262'STATION MARKS, STAMPED---75-040-1 1977---, ARE PORTAGE COUNTY
 MB2262'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2262'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2262'SURFACE.  IT IS 104.3 FEET NORTHWEST OF THE SOUTHWEST CORNER
 MB2262'AND 89.4 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A ONE
 MB2262'STORY HOUSE, ADDRESS NUMBER 11044, AND 18.8 FEET EAST OF THE
 MB2262'CENTERLINE OF VAUGHN ROAD.  THE UNDERGROUND DISK IS SET IN AN
 MB2262'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 MB2262'SURFACE.
 MB2262'
 MB2262'AZIMUTH MARK 85 036 1 P CO,
 MB2262'STAMPED---85-036-1 1977---, IS A PORTAGE COUNTY
 MB2262'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2262'POST THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 119.3
 MB2262'FEET NORTHWEST OF TELEPHONE POLE NUMBER HR80, 22.4 FEET
 MB2262'NORTHEAST OF 4-INCH MAPLE TREE, 11.4 FEET SOUTHEAST OF A
 MB2262'10-INCH DOUBLE TRUNKED WILD CHERRY TREE, AND 19.2 FEET WEST OF
 MB2262'THE CENTERLINE OF VAUGHN ROAD.
 MB2262'
 MB2262'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2262'LIGHT ABOVE STATION MARK WAS 1.6 METERS.  STATIONS 85 030 1 P
 MB2262'CO, AND 75 050 1 P CO CAN BE USED AS AZIMUTH MARKS.
 MB2262'
 MB2262'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2236 ***********************************************************************
 MB2236  DESIGNATION -  75 047 1 P CO
 MB2236  PID         -  MB2236
 MB2236  STATE/COUNTY-  OH/PORTAGE
 MB2236  USGS QUAD   -  MANTUA (1994)
 MB2236
 MB2236                         *CURRENT SURVEY CONTROL
 MB2236  ___________________________________________________________________
 MB2236* NAD 83(1995)-  41 16 22.58259(N)    081 07 45.09993(W)     ADJUSTED  
 MB2236* NAVD 88     -       337.     (meters)    1106.     (feet)  VERTCON   
 MB2236  ___________________________________________________________________
 MB2236  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 MB2236  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2236
 MB2236  HORZ ORDER  -  SECOND
 MB2236
 MB2236.The horizontal coordinates were established by classical geodetic methods
 MB2236.and adjusted by the National Geodetic Survey in April 1998..
 MB2236
 MB2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2236
 MB2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2236
 MB2236.The geoid height was determined by GEOID03.
 MB2236
 MB2236;                    North         East     Units Scale Factor Converg.
 MB2236;SPC OH N     -   179,273.585   714,844.914   MT  0.99994554   +0 54 02.0
 MB2236;UTM  17      - 4,569,064.715   489,179.496   MT  0.99960144   -0 05 06.8
 MB2236
 MB2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2236!SPC OH N     -   0.99995245  x   0.99994554  =   0.99989799
 MB2236!UTM  17      -   0.99995245  x   0.99960144  =   0.99955391
 MB2236
 MB2236                          SUPERSEDED SURVEY CONTROL
 MB2236
 MB2236  NAD 83(1986)-  41 16 22.59032(N)    081 07 45.09912(W) AD(       ) 2
 MB2236  NAD 27      -  41 16 22.38889(N)    081 07 45.74577(W) AD(       ) 2
 MB2236  NGVD 29 (07/19/86)  337.     (m)         1106.     (f) VERT ANG       
 MB2236
 MB2236.Superseded values are not recommended for survey control.
 MB2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2236.See file dsdata.txt to determine how the superseded data were derived.
 MB2236
 MB2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8917969065(NAD 83)
 MB2236_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2236+STABILITY: SURFACE MOTION
 MB2236
 MB2236  HISTORY     - Date     Condition        Report By
 MB2236  HISTORY     - 1977     MONUMENTED       OH-133
 MB2236
 MB2236                          STATION DESCRIPTION
 MB2236
 MB2236'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2236'THE STATION IS ABOUT 2-3/4 MILES SOUTH-SOUTHEAST OF HIRAM,
 MB2236'2-3/4 MILES NORTH-NORTHEAST OF FREEDOM, 2 MILES SOUTHWEST OF
 MB2236'GARRETTSVILLE, AND ON THE RIGHT-OF-WAY OF HANKEE ROAD, COUNTY
 MB2236'HIGHWAY 224.
 MB2236'
 MB2236'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2236'AND 82 IN GARRETTSVILLE, GO SOUTH ON STATE ROUTE 88 FOR 0.15
 MB2236'MILE TO THE INTERSECTION OF FREEDOM STREET, HANKEE ROAD.  TURN
 MB2236'RIGHT AND GO WEST-SOUTHWEST FOR 1.9 MILES TO THE STATION ON
 MB2236'THE RIGHT.
 MB2236'
 MB2236'STATION MARK, STAMPED---75-047-1 1977---, IS A PORTAGE COUNTY
 MB2236'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2236'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 108.6 FEET
 MB2236'NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE IN THE YARD OF
 MB2236'A HOUSE, ADDRESS NUMBER 7252, 48.0 FEET WEST OF A 10-INCH PINE
 MB2236'TREE, 46 FEET NORTH-NORTHEAST OF A TELEPHONE AND POWER POLE,
 MB2236'AND 18.0 FEET NORTH OF THE CENTERLINE OF HANKEE ROAD.
 MB2236'
 MB2236'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2236'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 74 031 1 P CO
 MB2236'CAN BE USED AS AN AZIMUTH MARK.
 MB2236'
 MB2236'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2237 ***********************************************************************
 MB2237  DESIGNATION -  75 048 1 P CO
 MB2237  PID         -  MB2237
 MB2237  STATE/COUNTY-  OH/PORTAGE
 MB2237  USGS QUAD   -  MANTUA (1994)
 MB2237
 MB2237                         *CURRENT SURVEY CONTROL
 MB2237  ___________________________________________________________________
 MB2237* NAD 83(1995)-  41 16 22.90035(N)    081 08 06.67928(W)     ADJUSTED  
 MB2237* NAVD 88     -       339.     (meters)    1112.     (feet)  VERTCON   
 MB2237  ___________________________________________________________________
 MB2237  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 MB2237  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2237
 MB2237  HORZ ORDER  -  SECOND
 MB2237
 MB2237.The horizontal coordinates were established by classical geodetic methods
 MB2237.and adjusted by the National Geodetic Survey in April 1998..
 MB2237
 MB2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2237
 MB2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2237
 MB2237.The geoid height was determined by GEOID03.
 MB2237
 MB2237;                    North         East     Units Scale Factor Converg.
 MB2237;SPC OH N     -   179,275.510   714,342.608   MT  0.99994554   +0 53 47.8
 MB2237;UTM  17      - 4,569,075.278   488,677.469   MT  0.99960158   -0 05 21.0
 MB2237
 MB2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2237!SPC OH N     -   0.99995214  x   0.99994554  =   0.99989768
 MB2237!UTM  17      -   0.99995214  x   0.99960158  =   0.99955374
 MB2237
 MB2237                          SUPERSEDED SURVEY CONTROL
 MB2237
 MB2237  NAD 83(1986)-  41 16 22.90812(N)    081 08 06.67846(W) AD(       ) 2
 MB2237  NAD 27      -  41 16 22.70671(N)    081 08 07.32442(W) AD(       ) 2
 MB2237  NGVD 29 (07/19/86)  339.     (m)         1112.     (f) VERT ANG       
 MB2237
 MB2237.Superseded values are not recommended for survey control.
 MB2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2237.See file dsdata.txt to determine how the superseded data were derived.
 MB2237
 MB2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8867769075(NAD 83)
 MB2237_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2237+STABILITY: SURFACE MOTION
 MB2237
 MB2237  HISTORY     - Date     Condition        Report By
 MB2237  HISTORY     - 1977     MONUMENTED       OH-133
 MB2237
 MB2237                          STATION DESCRIPTION
 MB2237
 MB2237'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2237'THE STATION IS ABOUT 2-3/4 MILES SOUTH-SOUTHEAST OF HIRAM,
 MB2237'2-3/4 MILES NORTH-NORTHEAST OF FREEDOM, 2 MILES SOUTHWEST OF
 MB2237'GARRETTSVILLE, AND ON THE RIGHT-OF-WAY OF HANKEE ROAD, COUNTY
 MB2237'HIGHWAY 224.
 MB2237'
 MB2237'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2237'AND 82 IN GARRETTSVILLE, GO SOUTH ON STATE ROUTE 88 FOR 0.15
 MB2237'MILE TO THE INTERSECTION OF FREEDOM STREET, HANKEE ROAD.  TURN
 MB2237'RIGHT AND GO WEST-SOUTHWEST FOR 2.2 MILES TO THE STATION ON
 MB2237'THE RIGHT.
 MB2237'
 MB2237'STATION MARK, STAMPED---75-048-1 1977---, IS A PORTAGE COUNTY
 MB2237'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2237'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 107.7 FEET
 MB2237'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, ADDRESS NUMBER 7098,
 MB2237'50.7 FEET NORTH OF TELEPHONE POLE NUMBER GA68, 25.5 SOUTHEAST
 MB2237'OF A 24-INCH MAPLE TREE, 20.0 FEET NORTH OF THE CENTERLINE OF
 MB2237'HANKEE ROAD, AND 5.2 FEET SOUTHWEST OF A 20-INCH MAPLE TREE.
 MB2237'
 MB2237'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2237'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 74 031 1 P CO
 MB2237'CAN BE USED AS AN AZIMUTH MARK.
 MB2237'
 MB2237'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2265 ***********************************************************************
 MB2265  DESIGNATION -  75 050 1 P CO
 MB2265  PID         -  MB2265
 MB2265  STATE/COUNTY-  OH/PORTAGE
 MB2265  USGS QUAD   -  MANTUA (1994)
 MB2265
 MB2265                         *CURRENT SURVEY CONTROL
 MB2265  ___________________________________________________________________
 MB2265* NAD 83(1995)-  41 16 38.47148(N)    081 11 31.39891(W)     ADJUSTED  
 MB2265* NAVD 88     -       356.6    (meters)    1170.     (feet)  VERTCON   
 MB2265  ___________________________________________________________________
 MB2265  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 MB2265  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB2265
 MB2265  HORZ ORDER  -  SECOND
 MB2265
 MB2265.The horizontal coordinates were established by classical geodetic methods
 MB2265.and adjusted by the National Geodetic Survey in April 1998..
 MB2265
 MB2265.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2265
 MB2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2265
 MB2265.The geoid height was determined by GEOID03.
 MB2265
 MB2265;                    North         East     Units Scale Factor Converg.
 MB2265;SPC OH N     -   179,682.795   709,571.542   MT  0.99994582   +0 51 33.3
 MB2265;UTM  17      - 4,569,564.424   483,915.753   MT  0.99960318   -0 07 36.1
 MB2265
 MB2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2265!SPC OH N     -   0.99994934  x   0.99994582  =   0.99989517
 MB2265!UTM  17      -   0.99994934  x   0.99960318  =   0.99955254
 MB2265
 MB2265:                Primary Azimuth Mark                     Grid Az
 MB2265:SPC OH N     -  75 040 1 P CO                            359 45 51.8
 MB2265:UTM  17      -  75 040 1 P CO                            000 45 01.2
 MB2265
 MB2265|---------------------------------------------------------------------|
 MB2265| PID    Reference Object                     Distance      Geod. Az  |
 MB2265|                                                           dddmmss.s |
 MB2265| MB2262 75 040 1 P CO                       APPROX. 1.7 KM 0003725.1 |
 MB2265| MB2267 85 042 1 P CO                       201.034 METERS 18155     |
 MB2265|---------------------------------------------------------------------|
 MB2265
 MB2265                          SUPERSEDED SURVEY CONTROL
 MB2265
 MB2265  NAD 83(1986)-  41 16 38.47955(N)    081 11 31.39835(W) AD(       ) 2
 MB2265  NAD 27      -  41 16 38.27848(N)    081 11 32.03746(W) AD(       ) 2
 MB2265  NGVD 29 (07/19/86)  356.8    (m)         1171.     (f) VERT ANG       
 MB2265
 MB2265.Superseded values are not recommended for survey control.
 MB2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2265.See file dsdata.txt to determine how the superseded data were derived.
 MB2265
 MB2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8391669564(NAD 83)
 MB2265_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2265+STABILITY: SURFACE MOTION
 MB2265
 MB2265  HISTORY     - Date     Condition        Report By
 MB2265  HISTORY     - 1977     MONUMENTED       OH-133
 MB2265
 MB2265                          STATION DESCRIPTION
 MB2265
 MB2265'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2265'THE STATION IS ABOUT 3-3/4 MILES NORTHWEST OF FREEDOM, 3-1/2
 MB2265'MILES SOUTHEAST OF MANTUA, 3-1/2 MILES NORTHEAST OF
 MB2265'SHALERSVILLE, AND ON THE RIGHT-OF-WAY OF VAUGHN ROAD, TOWNSHIP
 MB2265'HIGHWAY 272.
 MB2265'
 MB2265'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2265'AND 44 IN SHALERSVILLE, GO NORTH ON STATE ROUTE 44 FOR 2.0 MILES TO
 MB2265'THE INTERSECTION OF GOODELL ROAD, COUNTY HIGHWAY 220.  TURN
 MB2265'RIGHT ON GOODELL ROAD AND GO EAST FOR 2.0 MILES TO THE
 MB2265'T-INTERSECTION OF VAUGHN ROAD.  TURN
 MB2265'LEFT AND GO NORTH ON VAUGHN ROAD FOR 0.6 MILE TO THE STATION
 MB2265'IN THE CENTER OF THE ROAD SURFACE.
 MB2265'
 MB2265'STATION MARK, STAMPED---75-050-1 1977---, IS A PORTAGE COUNTY
 MB2265'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2265'POST THAT IS 10 INCHES BELOW THE ROAD SURFACE.  IT IS 63.1
 MB2265'FEET NORTH-NORTHEAST OF A SPIKE IN A 28-INCH TWIN MAPLE TREE,
 MB2265'34.9 FEET NORTHEAST OF A SPIKE IN A 30-INCH MAPLE TREE, 27.1
 MB2265'FEET WEST OF A LONE FENCE POST, AND 22.2 FEET EAST OF A SPIKE
 MB2265'IN A 10-INCH MAPLE TREE.
 MB2265'
 MB2265'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2265'LIGHT ABOVE STATION MARK WAS 1.9 METERS.  STATIONS 75 040 1
 MB2265'P CO AND 85 042 1 P CO CAN BE USED AS AZIMUTH MARKS.
 MB2265'
 MB2265'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0212 ***********************************************************************
 JY0212  DESIGNATION -  752
 JY0212  PID         -  JY0212
 JY0212  STATE/COUNTY-  OH/VINTON
 JY0212  USGS QUAD   -  ZALESKI (1995)
 JY0212
 JY0212                         *CURRENT SURVEY CONTROL
 JY0212  ___________________________________________________________________
 JY0212* NAD 83(1986)-  39 20 49.     (N)    082 27 03.     (W)     SCALED    
 JY0212* NAVD 88     -       229.840  (meters)     754.07   (feet)  ADJUSTED  
 JY0212  ___________________________________________________________________
 JY0212  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JY0212  DYNAMIC HT  -         229.700 (meters)     753.61  (feet)  COMP
 JY0212  MODELED GRAV-     980,013.5   (mgal)                       NAVD 88
 JY0212
 JY0212  VERT ORDER  -  SECOND    CLASS 0
 JY0212
 JY0212.The horizontal coordinates were scaled from a topographic map and have
 JY0212.an estimated accuracy of +/- 6 seconds.
 JY0212
 JY0212.The orthometric height was determined by differential leveling
 JY0212.and adjusted by the National Geodetic Survey in June 1991..
 JY0212
 JY0212.The geoid height was determined by GEOID03.
 JY0212
 JY0212.The dynamic height is computed by dividing the NAVD 88
 JY0212.geopotential number by the normal gravity value computed on the
 JY0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0212.degrees latitude (g = 980.6199 gals.).
 JY0212
 JY0212.The modeled gravity was interpolated from observed gravity values.
 JY0212
 JY0212;                    North         East    Units  Estimated Accuracy
 JY0212;SPC OH S     -   149,530.      604,240.      MT  (+/- 180 meters Scaled)
 JY0212
 JY0212                          SUPERSEDED SURVEY CONTROL
 JY0212
 JY0212  NGVD 29 (??/??/92)  229.992  (m)          754.57   (f) ADJ UNCH    2 0
 JY0212
 JY0212.Superseded values are not recommended for survey control.
 JY0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0212.See file dsdata.txt to determine how the superseded data were derived.
 JY0212
 JY0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD749562(NAD 83)
 JY0212_MARKER: DD = SURVEY DISK
 JY0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0212_SP_SET: ABUTMENT
 JY0212_STAMPING: 752 ADJ
 JY0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0212
 JY0212  HISTORY     - Date     Condition        Report By
 JY0212  HISTORY     - UNK      MONUMENTED       USGS
 JY0212  HISTORY     - 1943     GOOD             NGS
 JY0212  HISTORY     - 1976     GOOD             NGS
 JY0212
 JY0212                          STATION DESCRIPTION
 JY0212
 JY0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0212'2.4 MI N FROM CREOLA.
 JY0212'2.4 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 JY0212'STATION AT CREOLA, VINTON COUNTY, ABOUT 275 YARDS SOUTH OF MILEPOST
 JY0212'68, AT BRIDGE 68.2, IN THE TOP OF THE EAST SIDE OF THE SOUTH
 JY0212'ABUTMENT, 4 FEET SOUTHWEST OF THE NORTHEAST CORNER, 9 FEET EAST
 JY0212'OF THE EAST RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 JY0212'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 752 ADJ.
 JY0212
 JY0212                          STATION RECOVERY (1976)
 JY0212
 JY0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1907 ***********************************************************************
 JY1907  DESIGNATION -  753 RESET
 JY1907  PID         -  JY1907
 JY1907  STATE/COUNTY-  OH/HOCKING
 JY1907  USGS QUAD   -  GORE (1992)
 JY1907
 JY1907                         *CURRENT SURVEY CONTROL
 JY1907  ___________________________________________________________________
 JY1907* NAD 83(1986)-  39 35 32.     (N)    082 20 23.     (W)     SCALED    
 JY1907* NAVD 88     -       229.20   (+/-2cm)     752.0    (feet)  VERTCON   
 JY1907  ___________________________________________________________________
 JY1907  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JY1907
 JY1907  VERT ORDER  -  THIRD (See Below)
 JY1907
 JY1907.The horizontal coordinates were scaled from a topographic map and have
 JY1907.an estimated accuracy of +/- 6 seconds.
 JY1907
 JY1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1907.The vertical order pertains to the NGVD 29 superseded value.
 JY1907
 JY1907.The geoid height was determined by GEOID03.
 JY1907
 JY1907;                    North         East    Units  Estimated Accuracy
 JY1907;SPC OH S     -   176,770.      613,770.      MT  (+/- 180 meters Scaled)
 JY1907
 JY1907                          SUPERSEDED SURVEY CONTROL
 JY1907
 JY1907  NGVD 29 (10/13/05)  229.44   (m)          752.8    (f) RESET       3  
 JY1907
 JY1907.Superseded values are not recommended for survey control.
 JY1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1907.See file dsdata.txt to determine how the superseded data were derived.
 JY1907
 JY1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD849833(NAD 83)
 JY1907_MARKER: DV = VERTICAL CONTROL DISK
 JY1907_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JY1907_SP_SET: BRIDGE WINGWALL
 JY1907_STAMPING: 753 RESET 1992
 JY1907_MARK LOGO: NGS   
 JY1907_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1907
 JY1907  HISTORY     - Date     Condition        Report By
 JY1907  HISTORY     - 1992     MONUMENTED       OHDT
 JY1907
 JY1907                          STATION DESCRIPTION
 JY1907
 JY1907'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1992
 JY1907'3.2 MILES (5.1 KM) NORTHWEST OF GORE, ALONG STATE ROUTE 93, 228 FEET
 JY1907'(69.5 M) SOUTHEAST OF CENTERLINE OF STATE ROUTE 668 NORTH TO
 JY1907'MAXVILLE, 120 FEET (36.6 M) NORTHWEST OF DRIVE TO RESIDENCE, 20 FEET
 JY1907'(6.1 M) NORTH OF CENTERLINE IN NORTHEAST CONCRETE WINGWALL OF BRIDGE
 JY1907'NO HOC-93-18.41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0478 ***********************************************************************
 MD0478  DESIGNATION -  754
 MD0478  PID         -  MD0478
 MD0478  STATE/COUNTY-  OH/PAULDING
 MD0478  USGS QUAD   -  PAYNE (1973)
 MD0478
 MD0478                         *CURRENT SURVEY CONTROL
 MD0478  ___________________________________________________________________
 MD0478* NAD 83(1986)-  41 02 52.     (N)    084 43 36.     (W)     SCALED    
 MD0478* NAVD 88     -       229.342  (meters)     752.43   (feet)  ADJUSTED  
 MD0478  ___________________________________________________________________
 MD0478  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MD0478  DYNAMIC HT  -         229.246 (meters)     752.12  (feet)  COMP
 MD0478  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 MD0478
 MD0478  VERT ORDER  -  SECOND    CLASS 0
 MD0478
 MD0478.The horizontal coordinates were scaled from a topographic map and have
 MD0478.an estimated accuracy of +/- 6 seconds.
 MD0478
 MD0478.The orthometric height was determined by differential leveling
 MD0478.and adjusted by the National Geodetic Survey in June 1991..
 MD0478
 MD0478.The geoid height was determined by GEOID03.
 MD0478
 MD0478.The dynamic height is computed by dividing the NAVD 88
 MD0478.geopotential number by the normal gravity value computed on the
 MD0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0478.degrees latitude (g = 980.6199 gals.).
 MD0478
 MD0478.The modeled gravity was interpolated from observed gravity values.
 MD0478
 MD0478;                    North         East    Units  Estimated Accuracy
 MD0478;SPC OH N     -   155,760.      412,830.      MT  (+/- 180 meters Scaled)
 MD0478
 MD0478                          SUPERSEDED SURVEY CONTROL
 MD0478
 MD0478  NGVD 29 (??/??/92)  229.497  (m)          752.94   (f) ADJ UNCH    2 0
 MD0478
 MD0478.Superseded values are not recommended for survey control.
 MD0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0478.See file dsdata.txt to determine how the superseded data were derived.
 MD0478
 MD0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL910465(NAD 83)
 MD0478_MARKER: P = PIPE CAP
 MD0478_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MD0478_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MD0478_STAMPING: 754 OHIO
 MD0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0478
 MD0478  HISTORY     - Date     Condition        Report By
 MD0478  HISTORY     - UNK      MONUMENTED       USGS
 MD0478  HISTORY     - 1947     GOOD             NGS
 MD0478
 MD0478                          STATION DESCRIPTION
 MD0478
 MD0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MD0478'2.2 MI S FROM PAYNE.
 MD0478'ABOUT 2.25 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE POST
 MD0478'OFFICE AT PAYNE, AT A DIRT ROAD CROSSING, 21 FEET EAST OF THE
 MD0478'CENTER LINE OF THE HIGHWAY, 20 FEET NORTH OF THE CENTER LINE OF
 MD0478'THE DIRT ROAD, 39.5 FEET NORTH AND ACROSS THE ROAD FROM THE
 MD0478'NORTHWEST CORNER OF A LARGE FENCE CORNER POST, 37 FEET EAST AND
 MD0478'ACROSS THE HIGHWAY FROM THE NORTHEAST END OF THE NORTHEAST WING
 MD0478'WALL OF AN OLD BRIDGE ON THE CROSS ROAD, 1 FOOT WEST OF A WHITE
 MD0478'WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW THE HIGHWAY AND A CAP
 MD0478'ON A PIPE PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0153 ***********************************************************************
 JZ0153  DESIGNATION -  755
 JZ0153  PID         -  JZ0153
 JZ0153  STATE/COUNTY-  OH/GREENE
 JZ0153  USGS QUAD   -  WAYNESVILLE (1981)
 JZ0153
 JZ0153                         *CURRENT SURVEY CONTROL
 JZ0153  ___________________________________________________________________
 JZ0153* NAD 83(1986)-  39 34 57.     (N)    084 00 59.     (W)     SCALED    
 JZ0153* NAVD 88     -       229.797  (meters)     753.93   (feet)  ADJUSTED  
 JZ0153  ___________________________________________________________________
 JZ0153  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JZ0153  DYNAMIC HT  -         229.665 (meters)     753.49  (feet)  COMP
 JZ0153  MODELED GRAV-     980,047.1   (mgal)                       NAVD 88
 JZ0153
 JZ0153  VERT ORDER  -  SECOND    CLASS 0
 JZ0153
 JZ0153.The horizontal coordinates were scaled from a topographic map and have
 JZ0153.an estimated accuracy of +/- 6 seconds.
 JZ0153
 JZ0153.The orthometric height was determined by differential leveling
 JZ0153.and adjusted by the National Geodetic Survey in June 1991..
 JZ0153
 JZ0153.The geoid height was determined by GEOID03.
 JZ0153
 JZ0153.The dynamic height is computed by dividing the NAVD 88
 JZ0153.geopotential number by the normal gravity value computed on the
 JZ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0153.degrees latitude (g = 980.6199 gals.).
 JZ0153
 JZ0153.The modeled gravity was interpolated from observed gravity values.
 JZ0153
 JZ0153;                    North         East    Units  Estimated Accuracy
 JZ0153;SPC OH S     -   176,770.      469,740.      MT  (+/- 180 meters Scaled)
 JZ0153
 JZ0153                          SUPERSEDED SURVEY CONTROL
 JZ0153
 JZ0153  NGVD 29 (??/??/92)  229.986  (m)          754.55   (f) ADJ UNCH    2 0
 JZ0153
 JZ0153.Superseded values are not recommended for survey control.
 JZ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0153.See file dsdata.txt to determine how the superseded data were derived.
 JZ0153
 JZ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ562856(NAD 83)
 JZ0153_MARKER: DD = SURVEY DISK
 JZ0153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JZ0153_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JZ0153_STAMPING: 755
 JZ0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0153
 JZ0153  HISTORY     - Date     Condition        Report By
 JZ0153  HISTORY     - UNK      MONUMENTED       USGS
 JZ0153  HISTORY     - 1935     GOOD             NGS
 JZ0153
 JZ0153                          STATION DESCRIPTION
 JZ0153
 JZ0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JZ0153'AT ROXANNA.
 JZ0153'AT ROXANNA, GREENE COUNTY, ON THE PENNSYLVANIA RAILROAD, 16
 JZ0153'YARDS NORTHWEST OF THE CROSSING OF THE WEST RAIL AND THE
 JZ0153'CENTERLINE OF A GRAVEL ROAD, 16 YARDS NORTH OF THE CENTERLINE
 JZ0153'OF THE ROAD, 15-1/2 YARDS WEST OF THE WEST RAIL, AND ABOUT ONE FOOT
 JZ0153'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JZ0153'CAP, STAMPED 755 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0712 ***********************************************************************
 KZ0712  DESIGNATION -  756
 KZ0712  PID         -  KZ0712
 KZ0712  STATE/COUNTY-  OH/COSHOCTON
 KZ0712  USGS QUAD   -  TRINWAY (1981)
 KZ0712
 KZ0712                         *CURRENT SURVEY CONTROL
 KZ0712  ___________________________________________________________________
 KZ0712* NAD 83(1986)-  40 11 47.     (N)    082 02 55.     (W)     SCALED    
 KZ0712* NAVD 88     -       230.196  (meters)     755.23   (feet)  ADJUSTED  
 KZ0712  ___________________________________________________________________
 KZ0712  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KZ0712  DYNAMIC HT  -         230.078 (meters)     754.85  (feet)  COMP
 KZ0712  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 KZ0712
 KZ0712  VERT ORDER  -  SECOND    CLASS 0
 KZ0712
 KZ0712.The horizontal coordinates were scaled from a topographic map and have
 KZ0712.an estimated accuracy of +/- 6 seconds.
 KZ0712
 KZ0712.The orthometric height was determined by differential leveling
 KZ0712.and adjusted by the National Geodetic Survey in June 1991..
 KZ0712
 KZ0712.The geoid height was determined by GEOID03.
 KZ0712
 KZ0712.The dynamic height is computed by dividing the NAVD 88
 KZ0712.geopotential number by the normal gravity value computed on the
 KZ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0712.degrees latitude (g = 980.6199 gals.).
 KZ0712
 KZ0712.The modeled gravity was interpolated from observed gravity values.
 KZ0712
 KZ0712;                    North         East    Units  Estimated Accuracy
 KZ0712;SPC OH N     -    58,920.      638,440.      MT  (+/- 180 meters Scaled)
 KZ0712
 KZ0712                          SUPERSEDED SURVEY CONTROL
 KZ0712
 KZ0712  NGVD 29 (??/??/92)  230.415  (m)          755.95   (f) ADJ UNCH    2 0
 KZ0712
 KZ0712.Superseded values are not recommended for survey control.
 KZ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0712.See file dsdata.txt to determine how the superseded data were derived.
 KZ0712
 KZ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME107500(NAD 83)
 KZ0712_MARKER: DD = SURVEY DISK
 KZ0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0712_SP_SET: ABUTMENT
 KZ0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0712
 KZ0712  HISTORY     - Date     Condition        Report By
 KZ0712  HISTORY     - UNK      MONUMENTED       USGS
 KZ0712  HISTORY     - 1935     POOR             NGS
 KZ0712
 KZ0712                          STATION DESCRIPTION
 KZ0712
 KZ0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ0712'0.1 MI SW FROM WAKATOMIKA.
 KZ0712'0.1 MILE SOUTHWEST ALONG A ROAD FROM WAKATOMIKA, COSHOCTON
 KZ0712'COUNTY, 180 YARDS WEST OF THE CENTER OF THE CROSSING OF THE
 KZ0712'PENNSYLVANIA RAILROAD, AT A COVERED BRIDGE OVER THE LITTLE
 KZ0712'WAKATOMIKA RIVER, IN THE TOP OF THE NORTH END OF THE EAST
 KZ0712'ABUTMENT, 14 INCHES NORTH OF THE NORTH WALL, 3 INCHES SOUTH OF
 KZ0712'THE STONE EDGE, 12 FEET NORTHWEST OF 40-INCH ELM TREE, AND
 KZ0712'ABOUT 2 FEET LOWER THAN THE BRIDGE FLOOR.  A UNITED STATES
 KZ0712'GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0450 ***********************************************************************
 MC0450  DESIGNATION -  757
 MC0450  PID         -  MC0450
 MC0450  STATE/COUNTY-  OH/SENECA
 MC0450  USGS QUAD   -  TIFFIN SOUTH (1977)
 MC0450
 MC0450                         *CURRENT SURVEY CONTROL
 MC0450  ___________________________________________________________________
 MC0450* NAD 83(1986)-  41 06 53.     (N)    083 10 34.     (W)     SCALED    
 MC0450* NAVD 88     -       230.769  (meters)     757.11   (feet)  ADJUSTED  
 MC0450  ___________________________________________________________________
 MC0450  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 MC0450  DYNAMIC HT  -         230.668 (meters)     756.78  (feet)  COMP
 MC0450  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 MC0450
 MC0450  VERT ORDER  -  FIRST     CLASS II
 MC0450
 MC0450.The horizontal coordinates were scaled from a topographic map and have
 MC0450.an estimated accuracy of +/- 6 seconds.
 MC0450
 MC0450.The orthometric height was determined by differential leveling
 MC0450.and adjusted by the National Geodetic Survey in April 1995..
 MC0450
 MC0450.The geoid height was determined by GEOID03.
 MC0450
 MC0450.The dynamic height is computed by dividing the NAVD 88
 MC0450.geopotential number by the normal gravity value computed on the
 MC0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0450.degrees latitude (g = 980.6199 gals.).
 MC0450
 MC0450.The modeled gravity was interpolated from observed gravity values.
 MC0450
 MC0450;                    North         East    Units  Estimated Accuracy
 MC0450;SPC OH N     -   161,020.      543,220.      MT  (+/- 180 meters Scaled)
 MC0450
 MC0450                          SUPERSEDED SURVEY CONTROL
 MC0450
 MC0450  NAVD 88 (06/15/91)  230.767  (m)          757.11   (f) UNKNOWN     1 2
 MC0450  NGVD 29 (01/19/93)  230.948  (m)          757.70   (f) ADJUSTED    1 2
 MC0450
 MC0450.Superseded values are not recommended for survey control.
 MC0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0450.See file dsdata.txt to determine how the superseded data were derived.
 MC0450
 MC0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF172537(NAD 83)
 MC0450_MARKER: DD = SURVEY DISK
 MC0450_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MC0450_SP_SET: BUILDING
 MC0450_STAMPING: 757 COLUMBUS 1903
 MC0450_MARK LOGO: USGS  
 MC0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0450+STABILITY: POSITION/ELEVATION WELL
 MC0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0450+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0450
 MC0450  HISTORY     - Date     Condition        Report By
 MC0450  HISTORY     - 1903     MONUMENTED       USGS
 MC0450  HISTORY     - 1968     GOOD             NGS
 MC0450  HISTORY     - 19921023 GOOD             NGS
 MC0450
 MC0450                          STATION DESCRIPTION
 MC0450
 MC0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0450'AT TIFFIN.
 MC0450'AT TIFFIN, IN THE NORTHEAST CORNER OF THE INTERSECTION OF MARKET
 MC0450'AND WASHINGTON STREETS, SET IN THE TOP OF THE STONE SILL OF THE
 MC0450'SOUTH ONE OF TWO WINDOWS ON THE WEST SIDE OF THE COUNTY COURTHOUSE,
 MC0450'11 FEET NORTH OF THE SOUTHWEST CORNER OF THE COURTHOUSE (STONE
 MC0450'BUILDING), 1.7 FEET ABOVE THE LEVEL OF THE SIDEWALK AND ABOUT
 MC0450'3 FEET ABOVE MARKET STREET.  NOTE-- THE WINDOW SILL SLOPES TO THE
 MC0450'WEST AND THE HIGH POINT OF THE DISK IS OVER THE LETTERS IC OF
 MC0450'THE WORD GEOLOGICAL.
 MC0450
 MC0450                          STATION RECOVERY (1992)
 MC0450
 MC0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0450'IN TIFFIN, AT THE INTERSECTION OF SOUTH WASHINGTON AND EAST MARKET
 MC0450'STREETS, IN THE MOST SOUTHERLY STONE WINDOW SILL ON THE WEST SIDE OF
 MC0450'THE COURTHOUSE, 43.9 M (144.0 FT)  EAST OF THE CENTERLINE OF
 MC0450'WASHINGTON STREET, 31.1 M (102.0 FT)  NORTH OF THE CENTERLINE OF
 MC0450'MARKET STREET, 8.9 M (29.2 FT)  SOUTH OF THE CENTER OF THE WEST
 MC0450'ENTRANCE TO THE BUILDING, 2.1 M (6.9 FT)  NORTH OF THE SOUTHWEST
 MC0450'CORNER OF THE BUILDING, AND 0.8 M (2.6 FT)  ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2855 ***********************************************************************
 MB2855  DESIGNATION -  758=WTAM
 MB2855  PID         -  MB2855
 MB2855  STATE/COUNTY-  OH/CUYAHOGA
 MB2855  USGS QUAD   -  NORTHFIELD (1994)
 MB2855
 MB2855                         *CURRENT SURVEY CONTROL
 MB2855  ___________________________________________________________________
 MB2855* NAD 83(1995)-  41 16 46.38372(N)    081 37 19.92352(W)     ADJUSTED  
 MB2855* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 MB2855  ___________________________________________________________________
 MB2855  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 MB2855  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB2855
 MB2855  HORZ ORDER  -  SECOND
 MB2855
 MB2855.The horizontal coordinates were established by classical geodetic methods
 MB2855.and adjusted by the National Geodetic Survey in April 1998..
 MB2855
 MB2855.The orthometric height was scaled from a topographic map.
 MB2855
 MB2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2855
 MB2855.The geoid height was determined by GEOID03.
 MB2855
 MB2855;                    North         East     Units Scale Factor Converg.
 MB2855;SPC OH N     -   179,475.308   673,535.645   MT  0.99994596   +0 34 36.0
 MB2855;UTM  17      - 4,569,977.292   447,893.527   MT  0.99963341   -0 24 37.8
 MB2855
 MB2855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2855!SPC OH N     -   0.99994840  x   0.99994596  =   0.99989436
 MB2855!UTM  17      -   0.99994840  x   0.99963341  =   0.99958183
 MB2855
 MB2855|---------------------------------------------------------------------|
 MB2855| PID    Reference Object                     Distance      Geod. Az  |
 MB2855|                                                           dddmmss.s |
 MB2855| CD1440 WTAM 758 RM 1                        27.029 METERS 06654     |
 MB2855| CD1441 WTAM 758 RM 2                        34.790 METERS 12933     |
 MB2855| CC9682 757                                                2873706.3 |
 MB2855| MB2857 CLEVELAND MUNICIPAL TANK            APPROX. 4.4 KM 3111745.7 |
 MB2855| MB2854 RADIO STA WTAM RAD AND TV MAST      138.049 METERS 35631     |
 MB2855|---------------------------------------------------------------------|
 MB2855
 MB2855                          SUPERSEDED SURVEY CONTROL
 MB2855
 MB2855  NAD 83(1995)-  41 16 46.39413(N)    081 37 19.92697(W) AD(       ) 2
 MB2855  NAD 83(1986)-  41 16 46.39386(N)    081 37 19.92801(W) AD(       ) 2
 MB2855  NAD 27      -  41 16 46.19708(N)    081 37 20.48633(W) AD(       ) 2
 MB2855
 MB2855.Superseded values are not recommended for survey control.
 MB2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2855.See file dsdata.txt to determine how the superseded data were derived.
 MB2855
 MB2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4789469977(NAD 83)
 MB2855_MARKER: Z = SEE DESCRIPTION
 MB2855_SETTING: 0 = UNSPECIFIED SETTING
 MB2855
 MB2855  HISTORY     - Date     Condition        Report By
 MB2855  HISTORY     - 1950     MONUMENTED       CRGS
 MB2855  HISTORY     - 1951     SEE DESCRIPTION  CGS
 MB2855
 MB2855                          STATION DESCRIPTION
 MB2855
 MB2855'DESCRIBED BY CLEVELAND REGIONAL GEODETIC SURVEY 1950 (PLB)
 MB2855'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF THE CITY OF
 MB2855'BRECKSVILLE, APPROXIMATELY 0.4 MILE
 MB2855'EAST OF U.S. HIGHWAY NO. 21, 0.3 MILE SOUTH OF SNOWHILL ROAD AND ON A
 MB2855'KNOLL IN AN OPEN FIELD
 MB2855'DIRECTLY SOUTH OF THE WTAM BROADCASTING COMPANYS TRANSMITTING
 MB2855'STATION.  THE MARK IS A CLEVELAND
 MB2855'REGIONAL GEODETIC SURVEY DISK SET IN A PRECAST CONCRETE
 MB2855'POST PROJECTING 14 INCHES ABOVE THE SURFACE AND
 MB2855'STAMPED CLEVELAND REGIONAL SURVEY
 MB2855'758.
 MB2855'
 MB2855'REFERENCE MARK NO. 1 PROJECTS 2 INCHES ABOVE THE GROUND AND IS
 MB2855'STAMPED WTAM 758 NO 1 1950.
 MB2855'
 MB2855'REFERENCE MARK NO. 2 PROJECTS 2 INCHES ABOVE THE GROUND AND IS
 MB2855'STAMPED WTAM 758 NO 2 1950.
 MB2855'
 MB2855'THE AZIMUTH MARK IS A CLEVELAND REGIONAL GEODETIC SURVEY DISK SET IN
 MB2855'A PRECAST CONCRETE POST 9
 MB2855'INCHES BELOW THE SURFACE AND IN A STEEL WELL WITH THE LETTERS M O N
 MB2855'CAST IN THE LID.  IT IS 864 FEET
 MB2855'SOUTH OF THE CENTERLINE OF SNOWVILLE ROAD, 117.31 FEET
 MB2855'SOUTHWEST OF CEI POLE NO. 239495, 93.26 FEET
 MB2855'NORTHWEST OF CEI POLE NO. 233422, 108 FEET
 MB2855'NORTHEAST OF THE NORTHEAST CORNER OF A 2 STORY FARM HOUSE AND 2
 MB2855'FEET EAST OF A STEEL WITNESS
 MB2855'POST.  THE MARK IS STAMPED STATION MARKER 757.
 MB2855'
 MB2855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 21 AND
 MB2855'STATE ROUTE NO. 82 IN
 MB2855'BRECKSVILLE, GO SOUTH ON HIGHWAY NO. 21 FOR 2.9 MILES TO THE
 MB2855'INTERSECTION WITH SNOWVILLE ROAD*, TURN
 MB2855'LEFT ON SNOWVILLE ROAD AND GO 0.15 MILE TO THE WTAM TRANSMITTING
 MB2855'STATION, TURN RIGHT, PASSING
 MB2855'THE BUILDING ON THE WEST SIDE, THENCE SOUTH TO THE TOP OF
 MB2855'A KNOLL JUST SOUTH OF THE TRANSMITTING TOWER
 MB2855'AND THE STATION SITE.
 MB2855'
 MB2855'*THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THIS INTERSECTION AND ON THE
 MB2855'RIGHT SIDE OF U.S. HIGHWAY NO.
 MB2855'21.
 MB2855
 MB2855                          STATION RECOVERY (1951)
 MB2855
 MB2855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2855'THE STATION AND ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 MB2855'CONDITION.  WITH THE EXCEPTION
 MB2855'THAT THE DISTANCE TO REFERENCE MARK NO 2 WAS FOUND TO BE IN ERROR.
 MB2855'THE DESCRIPTION SUBMITTED IN 1950
 MB2855'ADEQUATE.
 MB2855'
 MB2855'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3619 ***********************************************************************
 KY3619  DESIGNATION -  76 1
 KY3619  PID         -  KY3619
 KY3619  STATE/COUNTY-  OH/STARK
 KY3619  USGS QUAD   -  CANTON EAST (1985)
 KY3619
 KY3619                         *CURRENT SURVEY CONTROL
 KY3619  ___________________________________________________________________
 KY3619* NAD 83(1995)-  40 46 16.55660(N)    081 19 16.19529(W)     ADJUSTED  
 KY3619* NAVD 88     -       324.6    (meters)    1065.     (feet)  GPS OBS   
 KY3619  ___________________________________________________________________
 KY3619  X           -     729,948.395 (meters)                     COMP
 KY3619  Y           -  -4,782,047.986 (meters)                     COMP
 KY3619  Z           -   4,143,409.624 (meters)                     COMP
 KY3619  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 KY3619  ELLIP HEIGHT-         291.35  (meters)          (10/07/05) GPS OBS
 KY3619  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KY3619
 KY3619  HORZ ORDER  -  FIRST
 KY3619  ELLP ORDER  -  FOURTH    CLASS I
 KY3619
 KY3619.The horizontal coordinates were established by GPS observations
 KY3619.and adjusted by the National Geodetic Survey in April 1998..
 KY3619
 KY3619.The orthometric height was determined by GPS observations and a
 KY3619.high-resolution geoid model.
 KY3619
 KY3619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3619
 KY3619.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3619
 KY3619.The ellipsoidal height was determined by GPS observations
 KY3619.and is referenced to NAD 83.
 KY3619
 KY3619.The geoid height was determined by GEOID03.
 KY3619
 KY3619;                    North         East     Units Scale Factor Converg.
 KY3619;SPC OH N     -   123,333.720   699,515.790   MT  0.99995245   +0 46 28.0
 KY3619;UTM  17      - 4,513,415.500   472,896.320   MT  0.99960904   -0 12 35.0
 KY3619
 KY3619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3619!SPC OH N     -   0.99995430  x   0.99995245  =   0.99990675
 KY3619!UTM  17      -   0.99995430  x   0.99960904  =   0.99956336
 KY3619
 KY3619                          SUPERSEDED SURVEY CONTROL
 KY3619
 KY3619  ELLIP H (04/01/98)  291.36   (m)                       GP(       ) 4 1
 KY3619  NAD 83(1986)-  40 46 16.56460(N)    081 19 16.20218(W) AD(       ) 1
 KY3619
 KY3619.Superseded values are not recommended for survey control.
 KY3619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3619.See file dsdata.txt to determine how the superseded data were derived.
 KY3619
 KY3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7289613415(NAD 83)
 KY3619_MARKER: DD = SURVEY DISK
 KY3619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3619_SP_SET: CONCRETE POST
 KY3619_STAMPING: 76-1 1993
 KY3619_MARK LOGO: OHDT  
 KY3619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KY3619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3619+STABILITY: SURFACE MOTION
 KY3619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3619+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KY3619
 KY3619  HISTORY     - Date     Condition        Report By
 KY3619  HISTORY     - 1993     MONUMENTED       GEOMET
 KY3619  HISTORY     - 20021026 GOOD             USPSQD
 KY3619
 KY3619                          STATION DESCRIPTION
 KY3619
 KY3619'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 KY3619'THE STATION IS LOCATED IN STARK COUNTY, OHIO ABOUT 2.2 MILES SOUTHWEST
 KY3619'OF THE TOWN OF EAST CANTON.
 KY3619'TO REACH THE STATION FROM THE POST OFFICE IN EAST CANTON, NEAR THE
 KY3619'INTERSECTION OF U.S. 30, STATE ROUTE 172 AND STATE ROUTE 44, PROCEED
 KY3619'WEST ALONG U.S. 30 1.8 MILES TO ITS INTERSECTION WITH TRUMP AVENUE.
 KY3619'TURN LEFT AND PROCEED SOUTH ALONG TRUMP AVENUE 1.3 MILES TO THE
 KY3619'STATION ON THE LEFT.
 KY3619'THE STATION IS A STANDARD ODOT ALUMINUM DISK SET IN A POURED IN PLACE
 KY3619'CONCRETE MONUMENT FLUSH WITH THE GROUND STAMPED 76-1 1993.
 KY3619'THE STATION IS 66.7 FEET SOUTHEAST FROM A GAS LINE MARKER, 19.3 FEET
 KY3619'EAST FROM THE CENTERLINE OF TRUMP ROAD, AND 11.0 FEET SOUTH FROM THE
 KY3619'CENTERLINE OF A FIELD ROAD.
 KY3619'THREE REBAR WITH PLASTIC TRAVERSE CAPS WERE SET AS REFERENCES.  THE
 KY3619'STATION IS 42.81 FEET SOUTH FROM RM1, 32.89 FEET NORTH FROM RM2, AND
 KY3619'39.24 FEET EAST FROM RM3.
 KY3619
 KY3619                          STATION RECOVERY (2002)
 KY3619
 KY3619'RECOVERY NOTE BY US POWER SQUADRON 2002
 KY3619'REFERENCE MARKS ARE MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3620 ***********************************************************************
 KY3620  DESIGNATION -  76 2
 KY3620  PID         -  KY3620
 KY3620  STATE/COUNTY-  OH/STARK
 KY3620  USGS QUAD   -  CANTON EAST (1985)
 KY3620
 KY3620                         *CURRENT SURVEY CONTROL
 KY3620  ___________________________________________________________________
 KY3620* NAD 83(1995)-  40 46 51.81586(N)    081 16 03.84036(W)     ADJUSTED  
 KY3620* NAVD 88     -       346.5    (meters)    1137.     (feet)  GPS OBS   
 KY3620  ___________________________________________________________________
 KY3620  X           -     734,302.297 (meters)                     COMP
 KY3620  Y           -  -4,780,679.361 (meters)                     COMP
 KY3620  Z           -   4,144,247.546 (meters)                     COMP
 KY3620  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 KY3620  ELLIP HEIGHT-         313.16  (meters)          (10/07/05) GPS OBS
 KY3620  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KY3620
 KY3620  HORZ ORDER  -  FIRST
 KY3620  ELLP ORDER  -  FOURTH    CLASS I
 KY3620
 KY3620.The horizontal coordinates were established by GPS observations
 KY3620.and adjusted by the National Geodetic Survey in April 1998..
 KY3620
 KY3620.The orthometric height was determined by GPS observations and a
 KY3620.high-resolution geoid model.
 KY3620
 KY3620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3620
 KY3620.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3620
 KY3620.The ellipsoidal height was determined by GPS observations
 KY3620.and is referenced to NAD 83.
 KY3620
 KY3620.The geoid height was determined by GEOID03.
 KY3620
 KY3620;                    North         East     Units Scale Factor Converg.
 KY3620;SPC OH N     -   124,483.556   704,010.789   MT  0.99995159   +0 48 34.3
 KY3620;UTM  17      - 4,514,487.579   477,408.853   MT  0.99960628   -0 10 29.6
 KY3620
 KY3620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3620!SPC OH N     -   0.99995088  x   0.99995159  =   0.99990247
 KY3620!UTM  17      -   0.99995088  x   0.99960628  =   0.99955718
 KY3620
 KY3620                          SUPERSEDED SURVEY CONTROL
 KY3620
 KY3620  NAD 83(1986)-  40 46 51.82438(N)    081 16 03.84675(W) AD(       ) 1
 KY3620
 KY3620.Superseded values are not recommended for survey control.
 KY3620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3620.See file dsdata.txt to determine how the superseded data were derived.
 KY3620
 KY3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7740914488(NAD 83)
 KY3620_MARKER: DD = SURVEY DISK
 KY3620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3620_SP_SET: CONCRETE POST
 KY3620_STAMPING: 76-2 1993
 KY3620_MARK LOGO: OHDT  
 KY3620_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KY3620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3620+STABILITY: SURFACE MOTION
 KY3620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3620+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 KY3620
 KY3620  HISTORY     - Date     Condition        Report By
 KY3620  HISTORY     - 1993     MONUMENTED       GEOMET
 KY3620  HISTORY     - 20021026 GOOD             USPSQD
 KY3620
 KY3620                          STATION DESCRIPTION
 KY3620
 KY3620'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 KY3620'THE STATION IS LOCATED IN STARK COUNTY, OHIO ABOUT 1.0 MILES SOUTHEAST
 KY3620'OF THE TOWN OF EAST CANTON.
 KY3620'TO REACH THE STATION FROM THE POST OFFICE IN EAST CANTON NEAR THE
 KY3620'INTERSECTION OF U.S. 30, STATE ROUTE 172 AND STATE ROUTE 44, PROCEED
 KY3620'EAST AND THEN SOUTH ALONG U.S. 30 AND STATE ROUTE 44 1.1 MILES TO ITS
 KY3620'INTERSECTION WITH CINDELL STREET, STATE ROUTE 44 AND U.S. 30 AND THE
 KY3620'STATION IN THE NORTHEAST CORNER OF THE INTERSECTION
 KY3620'THE STATION IS A STANDARD ODOT ALUMINUM DISK SET IN A POURED IN PLACE
 KY3620'CONCRETE MONUMENT FLUSH WITH THE GROUND STAMPED 76-2 1993.
 KY3620'THE STATION IS 33.0 FEET EAST FROM THE CENTERLINE CINDELL STREET, 19.1
 KY3620'FEET SOUTHWEST FROM A GAS PIPELINE WITNESS POST, AND 41.7 FEET NORTH
 KY3620'FROM THE CENTERLINE OF U.S. 30.
 KY3620'THREE REBAR WITH PLASTIC TRAVERSE CAPS WERE SET AS REFERENCES.  THE
 KY3620'STATION IS 53.0 FEET WEST FROM RM1, 46.15 FEET EAST FROM RM2, 86.38
 KY3620'FEET SOUTHEAST FROM RM3, AND 124.36 FEET NORTHEAST FROM RM4.
 KY3620
 KY3620                          STATION RECOVERY (2002)
 KY3620
 KY3620'RECOVERY NOTE BY US POWER SQUADRON 2002
 KY3620'REFERENCE MARKS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3621 ***********************************************************************
 KY3621  DESIGNATION -  76 3
 KY3621  PID         -  KY3621
 KY3621  STATE/COUNTY-  OH/STARK
 KY3621  USGS QUAD   -  ROBERTSVILLE (1994)
 KY3621
 KY3621                         *CURRENT SURVEY CONTROL
 KY3621  ___________________________________________________________________
 KY3621* NAD 83(1995)-  40 45 50.25645(N)    081 14 05.17116(W)     ADJUSTED  
 KY3621* NAVD 88     -       321.1    (meters)    1053.     (feet)  GPS OBS   
 KY3621  ___________________________________________________________________
 KY3621  X           -     737,238.665 (meters)                     COMP
 KY3621  Y           -  -4,781,462.743 (meters)                     COMP
 KY3621  Z           -   4,142,792.783 (meters)                     COMP
 KY3621  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 KY3621  ELLIP HEIGHT-         287.71  (meters)          (10/07/05) GPS OBS
 KY3621  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KY3621
 KY3621  HORZ ORDER  -  FIRST
 KY3621  ELLP ORDER  -  FOURTH    CLASS I
 KY3621
 KY3621.The horizontal coordinates were established by GPS observations
 KY3621.and adjusted by the National Geodetic Survey in April 1998..
 KY3621
 KY3621.The orthometric height was determined by GPS observations and a
 KY3621.high-resolution geoid model.
 KY3621
 KY3621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3621
 KY3621.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3621
 KY3621.The ellipsoidal height was determined by GPS observations
 KY3621.and is referenced to NAD 83.
 KY3621
 KY3621.The geoid height was determined by GEOID03.
 KY3621
 KY3621;                    North         East     Units Scale Factor Converg.
 KY3621;SPC OH N     -   122,624.755   706,820.476   MT  0.99995312   +0 49 52.3
 KY3621;UTM  17      - 4,512,581.441   480,185.225   MT  0.99960483   -0 09 11.9
 KY3621
 KY3621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3621!SPC OH N     -   0.99995487  x   0.99995312  =   0.99990799
 KY3621!UTM  17      -   0.99995487  x   0.99960483  =   0.99955972
 KY3621
 KY3621                          SUPERSEDED SURVEY CONTROL
 KY3621
 KY3621  ELLIP H (04/01/98)  287.75   (m)                       GP(       ) 4 1
 KY3621  NAD 83(1986)-  40 45 50.26323(N)    081 14 05.17802(W) AD(       ) 1
 KY3621
 KY3621.Superseded values are not recommended for survey control.
 KY3621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3621.See file dsdata.txt to determine how the superseded data were derived.
 KY3621
 KY3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8018512581(NAD 83)
 KY3621_MARKER: DD = SURVEY DISK
 KY3621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3621_SP_SET: CONCRETE POST
 KY3621_STAMPING: 76-3 1993
 KY3621_MARK LOGO: OHDT  
 KY3621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KY3621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3621+STABILITY: SURFACE MOTION
 KY3621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3621+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KY3621
 KY3621  HISTORY     - Date     Condition        Report By
 KY3621  HISTORY     - 1993     MONUMENTED       GEOMET
 KY3621  HISTORY     - 20041106 GOOD             USPSQD
 KY3621
 KY3621                          STATION DESCRIPTION
 KY3621
 KY3621'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 KY3621'THE STATION IS LOCATED IN STARK COUNTY, OHIO ABOUT 3.0 MILES SOUTHEAST
 KY3621'OF THE TOWN OF EAST CANTON.
 KY3621'TO REACH THE STATION FROM THE POST OFFICE IN EAST CANTON NEAR THE
 KY3621'INTERSECTION OF U.S. 30, STATE ROUTE 172 AND STATE ROUTE 44, PROCEED
 KY3621'EAST ALONG U.S. 30 2.9 MILES TO ITS INTERSECTION WITH NIEMANS AVENUE.
 KY3621'TURN RIGHT AND PROCEED SOUTH 0.6 MILES (CROSSING A CONCRETE BRIDGE)
 KY3621'TO THE STATION ON THE LEFT.
 KY3621'THE STATION IS A STANDARD ODOT ALUMINUM DISK SET IN A POURED IN PLACE
 KY3621'CONCRETE MONUMENT FLUSH WITH THE GROUND STAMPED 76-3 1993.
 KY3621'THE STATION IS 300.0 FEET SOUTHEAST FROM VALLEY BROOK STREET, 127.7
 KY3621'FEET SOUTH FROM POWER POLE NUMBER 31/1, 52.8 FEET NORTH FROM POWER
 KY3621'POLE NUMBER 31/2, AND 11.6 FEET EAST FROM THE CENTERLINE OF NEIMANS
 KY3621'AVENUE.
 KY3621'THREE REBAR WITH PLASTIC TRAVERSE CAPS WERE SET AS REFERENCES.  THE
 KY3621'STATION IS 26.87 FEET SOUTH FROM RM1, 39.58 FEET NORTH FROM RM2, AND
 KY3621'23.98 FEET EAST FROM RM3.
 KY3621
 KY3621                          STATION RECOVERY (2004)
 KY3621
 KY3621'RECOVERY NOTE BY US POWER SQUADRON 2004
 KY3621'WITNESS POST HAS REPLACED REBAR REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3622 ***********************************************************************
 KY3622  DESIGNATION -  76 4
 KY3622  PID         -  KY3622
 KY3622  STATE/COUNTY-  OH/STARK
 KY3622  USGS QUAD   -  ROBERTSVILLE (1994)
 KY3622
 KY3622                         *CURRENT SURVEY CONTROL
 KY3622  ___________________________________________________________________
 KY3622* NAD 83(1995)-  40 45 42.32558(N)    081 08 40.09253(W)     ADJUSTED  
 KY3622* NAVD 88     -       333.2    (meters)    1093.     (feet)  GPS OBS   
 KY3622  ___________________________________________________________________
 KY3622  X           -     744,799.450 (meters)                     COMP
 KY3622  Y           -  -4,780,461.755 (meters)                     COMP
 KY3622  Z           -   4,142,615.344 (meters)                     COMP
 KY3622  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 KY3622  ELLIP HEIGHT-         299.76  (meters)          (10/07/05) GPS OBS
 KY3622  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KY3622
 KY3622  HORZ ORDER  -  FIRST
 KY3622  ELLP ORDER  -  FOURTH    CLASS I
 KY3622
 KY3622.The horizontal coordinates were established by GPS observations
 KY3622.and adjusted by the National Geodetic Survey in April 1998..
 KY3622
 KY3622.The orthometric height was determined by GPS observations and a
 KY3622.high-resolution geoid model.
 KY3622
 KY3622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3622
 KY3622.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3622
 KY3622.The ellipsoidal height was determined by GPS observations
 KY3622.and is referenced to NAD 83.
 KY3622
 KY3622.The geoid height was determined by GEOID03.
 KY3622
 KY3622;                    North         East     Units Scale Factor Converg.
 KY3622;SPC OH N     -   122,494.697   714,447.473   MT  0.99995332   +0 53 25.9
 KY3622;UTM  17      - 4,512,320.426   487,806.193   MT  0.99960183   -0 05 39.6
 KY3622
 KY3622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3622!SPC OH N     -   0.99995298  x   0.99995332  =   0.99990630
 KY3622!UTM  17      -   0.99995298  x   0.99960183  =   0.99955483
 KY3622
 KY3622                          SUPERSEDED SURVEY CONTROL
 KY3622
 KY3622  ELLIP H (04/01/98)  299.77   (m)                       GP(       ) 4 1
 KY3622  NAD 83(1986)-  40 45 42.33210(N)    081 08 40.09940(W) AD(       ) 1
 KY3622
 KY3622.Superseded values are not recommended for survey control.
 KY3622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3622.See file dsdata.txt to determine how the superseded data were derived.
 KY3622
 KY3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8780612320(NAD 83)
 KY3622_MARKER: DD = SURVEY DISK
 KY3622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3622_SP_SET: CONCRETE POST
 KY3622_STAMPING: 76-4 1993
 KY3622_MARK LOGO: OHDT  
 KY3622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KY3622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3622+STABILITY: SURFACE MOTION
 KY3622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3622+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KY3622
 KY3622  HISTORY     - Date     Condition        Report By
 KY3622  HISTORY     - 1993     MONUMENTED       GEOMET
 KY3622
 KY3622                          STATION DESCRIPTION
 KY3622
 KY3622'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 KY3622'THE STATION IS LOCATED IN STARK COUNTY, OHIO ABOUT 3.0 MILES NORTHWEST
 KY3622'OF THE TOWN OF MINERVA.
 KY3622'TO REACH THE STATION FROM THE FIRE STATION IN MINERVA ON U.S. 30 AND
 KY3622'STATE ROUTE 183 PROCEED WEST ALONG U.S. 30 3.3 MILES TO ITS
 KY3622'INTERSECTION WITH PARIS AVENUE. TURN RIGHT AND PROCEED NORTH ALONG
 KY3622'PARIS AVENUE 0.3 MILES TO ITS INTERSECTION WITH BAYWOOD STREET. TURN
 KY3622'RIGHT AND PROCEED EAST ALONG BAYWOOD STREET 0.3 MILES TO ITS
 KY3622'INTERSECTION WITH BAIRD AVENUE. BEAR LEFT AND PROCEED NORTH ALONG
 KY3622'BAIRD AVENUE 0.4 MILES.  BEAR LEFT AGAIN AND PROCEED NORTH ALONG
 KY3622'BAIRD AVENUE (GRAVEL ROAD) 0.4 MILES TO THE STATION ON THE LEFT.
 KY3622'THE STATION IS A STANDARD ODOT ALUMINUM DISK SET IN A POURED IN PLACE
 KY3622'CONCRETE MONUMENT FLUSH WITH THE GROUND STAMPED 76-4 1993.
 KY3622'THE STATION IS 87.0 FEET SOUTH FROM FENCE CORNER, 94.4 FEET SOUTHWEST
 KY3622'FROM POWER POLE NUMBER 1034 27F3F 849-132, AND 21.0 FEET WEST FROM
 KY3622'THE CENTERLINE OF BAIRD AVENUE.
 KY3622'THREE REBAR WITH PLASTIC TRAVERSE CAPS WERE SET AS REFERENCES.  THE
 KY3622'STATION IS 31.08 FEET SOUTH FROM RM1, 33.24 FEET WEST FROM RM2, AND
 KY3622'30.61 FEET NORTH FROM RM3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0108 ***********************************************************************
 JY0108  DESIGNATION -  760
 JY0108  PID         -  JY0108
 JY0108  STATE/COUNTY-  OH/HOCKING
 JY0108  USGS QUAD   -  GORE (1992)
 JY0108
 JY0108                         *CURRENT SURVEY CONTROL
 JY0108  ___________________________________________________________________
 JY0108* NAD 83(1986)-  39 35 24.     (N)    082 20 56.     (W)     SCALED    
 JY0108* NAVD 88     -       231.296  (meters)     758.84   (feet)  POSTED    
 JY0108  ___________________________________________________________________
 JY0108  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JY0108  DYNAMIC HT  -         231.160 (meters)     758.40  (feet)  COMP
 JY0108  MODELED GRAV-     980,035.7   (mgal)                       NAVD 88
 JY0108
 JY0108  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JY0108
 JY0108.The horizontal coordinates were scaled from a topographic map and have
 JY0108.an estimated accuracy of +/- 6 seconds.
 JY0108
 JY0108.The orthometric height was determined by differential leveling
 JY0108.and adjusted by the National Geodetic Survey in 1992..
 JY0108.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JY0108.rate greater than 8.0 mm/km.
 JY0108
 JY0108.The geoid height was determined by GEOID03.
 JY0108
 JY0108.The dynamic height is computed by dividing the NAVD 88
 JY0108.geopotential number by the normal gravity value computed on the
 JY0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0108.degrees latitude (g = 980.6199 gals.).
 JY0108
 JY0108.The modeled gravity was interpolated from observed gravity values.
 JY0108
 JY0108;                    North         East    Units  Estimated Accuracy
 JY0108;SPC OH S     -   176,520.      612,980.      MT  (+/- 180 meters Scaled)
 JY0108
 JY0108                          SUPERSEDED SURVEY CONTROL
 JY0108
 JY0108  NGVD 29 (??/??/92)  231.546  (m)          759.66   (f) ADJ UNCH    2 0
 JY0108
 JY0108.Superseded values are not recommended for survey control.
 JY0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0108.See file dsdata.txt to determine how the superseded data were derived.
 JY0108
 JY0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD841831(NAD 83)
 JY0108_MARKER: DD = SURVEY DISK
 JY0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0108_SP_SET: ABUTMENT
 JY0108_STAMPING: 760
 JY0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0108
 JY0108  HISTORY     - Date     Condition        Report By
 JY0108  HISTORY     - UNK      MONUMENTED       USGS
 JY0108  HISTORY     - 1934     GOOD             NGS
 JY0108
 JY0108                          STATION DESCRIPTION
 JY0108
 JY0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY0108'5.2 MI NE FROM LOGAN.
 JY0108'5.2 MILES NORTHEAST ALONG STATE HIGHWAY 75 FROM THE POST OFFICE
 JY0108'AT LOGAN, HOCKING COUNTY, 105 FEET WEST OF THE CENTER OF THE
 JY0108'JUNCTION OF STATE HIGHWAY 312, 90 FEET NORTHEAST OF THE CENTER OF
 JY0108'A GRAVEL ROAD CROSSING, AT AN ABANDONED BRIDGE, IN THE TOP OF THE
 JY0108'SOUTH ABUTMENT, 30 FEET EAST OF THE SOUTHEAST POST OF A CONCRETE
 JY0108'BRIDGE, 60 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 JY0108'WEST OF A 24-INCH ELM TREE, AND ABOUT 2 FEET LOWER THAN THE ROADWAY.
 JY0108'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 760.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1797 ***********************************************************************
 MD1797  DESIGNATION -  763
 MD1797  PID         -  MD1797
 MD1797  STATE/COUNTY-  OH/PAULDING
 MD1797  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD1797
 MD1797                         *CURRENT SURVEY CONTROL
 MD1797  ___________________________________________________________________
 MD1797* NAD 83(1995)-  41 02 52.48524(N)    084 48 11.27812(W)     ADJUSTED  
 MD1797* NAVD 88     -       232.12   (+/-2cm)     761.5    (feet)  VERTCON   
 MD1797  ___________________________________________________________________
 MD1797  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 MD1797  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MD1797
 MD1797  HORZ ORDER  -  SECOND
 MD1797  VERT ORDER  -  THIRD ? (See Below)
 MD1797
 MD1797.The horizontal coordinates were established by classical geodetic methods
 MD1797.and adjusted by the National Geodetic Survey in May 1999..
 MD1797
 MD1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1797.The vertical order pertains to the NGVD 29 superseded value.
 MD1797
 MD1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1797
 MD1797.The geoid height was determined by GEOID03.
 MD1797
 MD1797;                    North         East     Units Scale Factor Converg.
 MD1797;SPC OH N     -   155,938.068   406,400.160   MT  0.99993920   -1 30 47.0
 MD1797;UTM  16      - 4,546,400.892   684,632.347   MT  1.00001957   +1 26 35.0
 MD1797
 MD1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1797!SPC OH N     -   0.99996883  x   0.99993920  =   0.99990803
 MD1797!UTM  16      -   0.99996883  x   1.00001957  =   0.99998840
 MD1797
 MD1797                          SUPERSEDED SURVEY CONTROL
 MD1797
 MD1797  NAD 83(1995)-  41 02 52.48545(N)    084 48 11.27836(W) AD(       ) 2
 MD1797  NAD 83(1986)-  41 02 52.48693(N)    084 48 11.29445(W) AD(       ) 2
 MD1797  NAD 27      -  41 02 52.30880(N)    084 48 11.43120(W) AD(       ) 2
 MD1797  NGVD 29 (07/19/86)  232.28   (m)          762.1    (f) LEVELING    3  
 MD1797
 MD1797.Superseded values are not recommended for survey control.
 MD1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1797.See file dsdata.txt to determine how the superseded data were derived.
 MD1797
 MD1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8463246401(NAD 83)
 MD1797_MARKER: Z = SEE DESCRIPTION
 MD1797_SETTING: 0 = UNSPECIFIED SETTING
 MD1797
 MD1797  HISTORY     - Date     Condition        Report By
 MD1797  HISTORY     - 1932     MONUMENTED       USGS
 MD1797  HISTORY     - 1960     GOOD             CGS
 MD1797
 MD1797                          STATION DESCRIPTION
 MD1797
 MD1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1797'RECOVERED IN GOOD CONDITION AS DESCRIBED IN TRIANGULATION STATION
 MD1797'PAYNE DESCRIPTION WHEN TRAVERSE
 MD1797'CONNECTED THERETO BY H. C. WARWICK IN 1932.
 MD1797'
 MD1797'ABOUT 2.1 MILES S ALONG STATE LINE ROAD FROM THE RAILROAD CROSSING
 MD1797'THAT IS 0.2 MILE E OF THE STATION
 MD1797'AT EDGERTON, INDIANA, ABOUT 87 YARDS S OF THE LINE OF THE FENCE ALONG
 MD1797'SOUTH SIDE OF GROVE OF HARDWOOD TREES,
 MD1797'30 FEET E OF CENTER LINE OF STATE LINE ROAD, 21 FEET N OF
 MD1797'CENTER LINE OF GRAVEL ROAD EXTENDING E, A STANDARD
 MD1797'BRONZE CAPPED PIPE MONUMENT OF THE U.S.
 MD1797'GEOLOGICAL SURVEY IS STAMPED OHIO 763 (THE NUMBER IS ELEVATION IN
 MD1797'FEET) AND PROJECTS 0.4 FOOT ABOVE
 MD1797'GROUND.  IT IS 55.15 FEET OR 16.810 METERS WNW, N 67 DEG 08 MIN
 MD1797'58 SEC E, FROM TRIANGULATION STATION PAYNE FOR
 MD1797'WHICH SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0134 ***********************************************************************
 JZ0134  DESIGNATION -  764.88
 JZ0134  PID         -  JZ0134
 JZ0134  STATE/COUNTY-  OH/MONTGOMERY
 JZ0134  USGS QUAD   -  DAYTON NORTH (1996)
 JZ0134
 JZ0134                         *CURRENT SURVEY CONTROL
 JZ0134  ___________________________________________________________________
 JZ0134* NAD 83(1986)-  39 46 40.     (N)    084 08 27.     (W)     SCALED    
 JZ0134* NAVD 88     -       232.845  (meters)     763.93   (feet)  ADJUSTED  
 JZ0134  ___________________________________________________________________
 JZ0134  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JZ0134  DYNAMIC HT  -         232.717 (meters)     763.51  (feet)  COMP
 JZ0134  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 JZ0134
 JZ0134  VERT ORDER  -  SECOND    CLASS 0
 JZ0134
 JZ0134.The horizontal coordinates were scaled from a topographic map and have
 JZ0134.an estimated accuracy of +/- 6 seconds.
 JZ0134
 JZ0134.The orthometric height was determined by differential leveling
 JZ0134.and adjusted by the National Geodetic Survey in June 1991..
 JZ0134
 JZ0134.The geoid height was determined by GEOID03.
 JZ0134
 JZ0134.The dynamic height is computed by dividing the NAVD 88
 JZ0134.geopotential number by the normal gravity value computed on the
 JZ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0134.degrees latitude (g = 980.6199 gals.).
 JZ0134
 JZ0134.The modeled gravity was interpolated from observed gravity values.
 JZ0134
 JZ0134;                    North         East    Units  Estimated Accuracy
 JZ0134;SPC OH S     -   198,640.      459,440.      MT  (+/- 180 meters Scaled)
 JZ0134
 JZ0134                          SUPERSEDED SURVEY CONTROL
 JZ0134
 JZ0134  NGVD 29 (??/??/92)  233.057  (m)          764.62   (f) ADJ UNCH    2 0
 JZ0134
 JZ0134.Superseded values are not recommended for survey control.
 JZ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0134.See file dsdata.txt to determine how the superseded data were derived.
 JZ0134
 JZ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK448070(NAD 83)
 JZ0134_MARKER: Q = CHISELED SQUARE
 JZ0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0134_SP_SET: COPING
 JZ0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0134
 JZ0134  HISTORY     - Date     Condition        Report By
 JZ0134  HISTORY     - UNK      MONUMENTED       OHHD
 JZ0134  HISTORY     - 1935     GOOD             NGS
 JZ0134  HISTORY     - 20041123 MARK NOT FOUND   INDIV
 JZ0134
 JZ0134                          STATION DESCRIPTION
 JZ0134
 JZ0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JZ0134'AT DAYTON.
 JZ0134'AT DAYTON, MONTGOMERY COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JZ0134'IN THE MAD RIVER SECTION OF THE CITY, 38 YARDS WEST OF THE CROSSING
 JZ0134'OF STATE HIGHWAY 4, 6 YARDS NORTHWEST OF THE NORTHWEST RAIL,
 JZ0134'AT AN ABANDONED HUDRAULIC GATE, ON THE TOP OF THE NORTHEAST END
 JZ0134'OF THE CONCRETE COPING, AND ABOUT 1/2-FOOT LOWER THAN THE TOP
 JZ0134'OF THE RAIL.  AN OUTLINE SQUARE.
 JZ0134
 JZ0134                          STATION RECOVERY (2004)
 JZ0134
 JZ0134'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0448 ***********************************************************************
 MC0448  DESIGNATION -  765
 MC0448  PID         -  MC0448
 MC0448  STATE/COUNTY-  OH/SENECA
 MC0448  USGS QUAD   -  TIFFIN SOUTH (1977)
 MC0448
 MC0448                         *CURRENT SURVEY CONTROL
 MC0448  ___________________________________________________________________
 MC0448* NAD 83(1986)-  41 06 55.     (N)    083 09 59.     (W)     SCALED    
 MC0448* NAVD 88     -       232.958  (meters)     764.30   (feet)  ADJUSTED  
 MC0448  ___________________________________________________________________
 MC0448  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 MC0448  DYNAMIC HT  -         232.856 (meters)     763.96  (feet)  COMP
 MC0448  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 MC0448
 MC0448  VERT ORDER  -  FIRST     CLASS I
 MC0448
 MC0448.The horizontal coordinates were scaled from a topographic map and have
 MC0448.an estimated accuracy of +/- 6 seconds.
 MC0448
 MC0448.The orthometric height was determined by differential leveling
 MC0448.and adjusted by the National Geodetic Survey in June 1991..
 MC0448
 MC0448.The geoid height was determined by GEOID03.
 MC0448
 MC0448.The dynamic height is computed by dividing the NAVD 88
 MC0448.geopotential number by the normal gravity value computed on the
 MC0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0448.degrees latitude (g = 980.6199 gals.).
 MC0448
 MC0448.The modeled gravity was interpolated from observed gravity values.
 MC0448
 MC0448;                    North         East    Units  Estimated Accuracy
 MC0448;SPC OH N     -   161,080.      544,040.      MT  (+/- 180 meters Scaled)
 MC0448
 MC0448                          SUPERSEDED SURVEY CONTROL
 MC0448
 MC0448  NGVD 29 (01/19/93)  233.135  (m)          764.88   (f) ADJUSTED    1 1
 MC0448
 MC0448.Superseded values are not recommended for survey control.
 MC0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0448.See file dsdata.txt to determine how the superseded data were derived.
 MC0448
 MC0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF181538(NAD 83)
 MC0448_MARKER: DD = SURVEY DISK
 MC0448_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MC0448+WITH SETTING: PAVEMENT
 MC0448_SP_SET: CONCRETE BLOCK
 MC0448_STAMPING: 765.440
 MC0448_MARK LOGO: OH8070
 MC0448_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0448+STABILITY: SURFACE MOTION
 MC0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0448+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0448
 MC0448  HISTORY     - Date     Condition        Report By
 MC0448  HISTORY     - UNK      MONUMENTED       OH8070
 MC0448  HISTORY     - 1968     GOOD             NGS
 MC0448  HISTORY     - 19921023 GOOD             NGS
 MC0448
 MC0448                          STATION DESCRIPTION
 MC0448
 MC0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0448'AT TIFFIN.
 MC0448'AT TIFFIN, AT HEIDELBERG COLLEGE, NEAR THE SOUTHWEST CORNER OF
 MC0448'THE INTERSECTION OF GARFIELD AND HEDGES STREETS, ABOUT 0.1 MILE
 MC0448'SOUTH ACROSS THE COLLEGE GROUNDS FROM FOUNDERS HALL, SET IN THE
 MC0448'TOP OF THE CONCRETE BLOCK AT THE WEST END OF THE STEPS TO THE
 MC0448'EAST ONE OF TWO ENTRANCES ON THE NORTH SIDE OF THE SCIENCE HALL,
 MC0448'126 FEET SOUTH OF THE SOUTH CURB OF GARGIELD STREET AND ABOUT 2
 MC0448'FEET ABOVE THE LEVEL OF THE GROUND.
 MC0448
 MC0448                          STATION RECOVERY (1992)
 MC0448
 MC0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0448'IN TIFFIN, AT THE INTERSECTION OF HEDGES AND GARFIELD STREETS, NEAR
 MC0448'THE CENTER OF A CONCRETE BLOCK AT THE WEST EDGE OF THE MOST EASTERLY
 MC0448'SET OF STEPS ON THE NORTH SIDE OF BAREIS HALL OF SCIENCE AT THE
 MC0448'HEIDELBERG COLLEGE, 41.7 M (136.8 FT) NORTHWEST OF THE CENTERLINE OF
 MC0448'HEDGES STREET, 34.5 M (113.2 FT) SOUTHWEST OF THE CENTER OF GARFIELD
 MC0448'STREET, 12.6 M (41.3 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE
 MC0448'BUILDING, 1.8 M (5.9 FT) WEST OF THE CENTER OF THE ENTRANCE, 0.5 M
 MC0448'(1.6 FT) ABOVE THE GROUND SURFACE, AND 0.3 M (1.0 FT) NORTHEAST OF
 MC0448'THE NORTHEAST FACE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0304 ***********************************************************************
 MD0304  DESIGNATION -  766
 MD0304  PID         -  MD0304
 MD0304  STATE/COUNTY-  OH/DEFIANCE
 MD0304  USGS QUAD   -  HICKSVILLE (1979)
 MD0304
 MD0304                         *CURRENT SURVEY CONTROL
 MD0304  ___________________________________________________________________
 MD0304* NAD 83(1986)-  41 17 39.     (N)    084 45 49.     (W)     SCALED    
 MD0304* NAVD 88     -       233.183  (meters)     765.03   (feet)  ADJUSTED  
 MD0304  ___________________________________________________________________
 MD0304  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MD0304  DYNAMIC HT  -         233.090 (meters)     764.73  (feet)  COMP
 MD0304  MODELED GRAV-     980,218.9   (mgal)                       NAVD 88
 MD0304
 MD0304  VERT ORDER  -  SECOND    CLASS 0
 MD0304
 MD0304.The horizontal coordinates were scaled from a topographic map and have
 MD0304.an estimated accuracy of +/- 6 seconds.
 MD0304
 MD0304.The orthometric height was determined by differential leveling
 MD0304.and adjusted by the National Geodetic Survey in June 1991..
 MD0304
 MD0304.The geoid height was determined by GEOID03.
 MD0304
 MD0304.The dynamic height is computed by dividing the NAVD 88
 MD0304.geopotential number by the normal gravity value computed on the
 MD0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0304.degrees latitude (g = 980.6199 gals.).
 MD0304
 MD0304.The modeled gravity was interpolated from observed gravity values.
 MD0304
 MD0304;                    North         East    Units  Estimated Accuracy
 MD0304;SPC OH N     -   183,190.      410,430.      MT  (+/- 180 meters Scaled)
 MD0304
 MD0304                          SUPERSEDED SURVEY CONTROL
 MD0304
 MD0304  NGVD 29 (??/??/92)  233.329  (m)          765.51   (f) ADJ UNCH    2 0
 MD0304
 MD0304.Superseded values are not recommended for survey control.
 MD0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0304.See file dsdata.txt to determine how the superseded data were derived.
 MD0304
 MD0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL872738(NAD 83)
 MD0304_MARKER: P = PIPE CAP
 MD0304_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MD0304_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MD0304_STAMPING: 766 OHIO
 MD0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0304
 MD0304  HISTORY     - Date     Condition        Report By
 MD0304  HISTORY     - UNK      MONUMENTED       USGS
 MD0304  HISTORY     - 1946     POOR             NGS
 MD0304  HISTORY     - 1985     GOOD             USPSQD
 MD0304
 MD0304                          STATION DESCRIPTION
 MD0304
 MD0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 MD0304'IN HICKSVILLE.
 MD0304'NEAR THE PUBLIC SCHOOL BUILDING AT THE CORNER OF NORTH MAIN
 MD0304'AND SMITH STREETS IN HICKSVILLE, 83.3 FEET SOUTHWEST OF THE
 MD0304'SOUTHWEST CORNER OF THE SCHOOL BUILDING, 35 FEET EAST OF THE
 MD0304'CENTER OF MAIN STREET (STATE HIGHWAY 18), 39 FEET NORTH OF THE
 MD0304'CENTER OF SMITH STREET, 6.2 FEET WEST OF THE SIDEWALK ALONG
 MD0304'MAIN STREET AND PROJECTING ABOUT 6-INCHES ABOVE THE GROUND.
 MD0304'NOTE-- THE CAP IS MUTILATED AND NOT LEVEL.  THE ROD WAS HELD ON
 MD0304'THE LETTER O IN FINE FOR DISTURBING.
 MD0304
 MD0304                          STATION RECOVERY (1985)
 MD0304
 MD0304'RECOVERY NOTE BY US POWER SQUADRON 1985
 MD0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0664 ***********************************************************************
 MC0664  DESIGNATION -  767
 MC0664  PID         -  MC0664
 MC0664  STATE/COUNTY-  OH/PUTNAM
 MC0664  USGS QUAD   -  LEIPSIC (1973)
 MC0664
 MC0664                         *CURRENT SURVEY CONTROL
 MC0664  ___________________________________________________________________
 MC0664* NAD 83(1986)-  41 05 54.     (N)    083 59 04.     (W)     SCALED    
 MC0664* NAVD 88     -       233.464  (meters)     765.96   (feet)  ADJUSTED  
 MC0664  ___________________________________________________________________
 MC0664  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC0664  DYNAMIC HT  -         233.353 (meters)     765.59  (feet)  COMP
 MC0664  MODELED GRAV-     980,144.7   (mgal)                       NAVD 88
 MC0664
 MC0664  VERT ORDER  -  FIRST     CLASS II
 MC0664
 MC0664.The horizontal coordinates were scaled from a topographic map and have
 MC0664.an estimated accuracy of +/- 6 seconds.
 MC0664
 MC0664.The orthometric height was determined by differential leveling
 MC0664.and adjusted by the National Geodetic Survey in June 1991..
 MC0664
 MC0664.The geoid height was determined by GEOID03.
 MC0664
 MC0664.The dynamic height is computed by dividing the NAVD 88
 MC0664.geopotential number by the normal gravity value computed on the
 MC0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0664.degrees latitude (g = 980.6199 gals.).
 MC0664
 MC0664.The modeled gravity was interpolated from observed gravity values.
 MC0664
 MC0664;                    North         East    Units  Estimated Accuracy
 MC0664;SPC OH N     -   160,040.      475,310.      MT  (+/- 180 meters Scaled)
 MC0664
 MC0664                          SUPERSEDED SURVEY CONTROL
 MC0664
 MC0664  NGVD 29 (??/??/92)  233.645  (m)          766.55   (f) ADJ UNCH    1 2
 MC0664
 MC0664.Superseded values are not recommended for survey control.
 MC0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0664.See file dsdata.txt to determine how the superseded data were derived.
 MC0664
 MC0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF493539(NAD 83)
 MC0664_MARKER: DB = BENCH MARK DISK
 MC0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0664_SP_SET: WINDOW SILL
 MC0664_MARK LOGO: USGS  
 MC0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0664
 MC0664  HISTORY     - Date     Condition        Report By
 MC0664  HISTORY     - UNK      MONUMENTED       USGS
 MC0664  HISTORY     - 1954     GOOD             CGS
 MC0664
 MC0664                          STATION DESCRIPTION
 MC0664
 MC0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MC0664'AT LEIPSIC.
 MC0664'AT LEIPSIC, AT THE INTERSECTION OF MAIN AND BELMORE STREETS, 84
 MC0664'FEET NORTHEAST OF NORTHEAST CURB OF MAIN STREET, 10.6 FEET
 MC0664'NORTHWEST OF NORTHWEST CURB OF BELMORE STREET, ON THE SOUTHEAST
 MC0664'SIDE OF LAMP BLOCK BUILDING (A THREE STORY BRICK BUILDING), IN
 MC0664'THE TOP OF THE CENTER OF THE STONE WINDOW SILL OF A HARDWARE
 MC0664'STORE DISPLAY WINDOW, 50.7 FEET SOUTHWEST OF EAST CORNER OF BUILDING
 MC0664'AND 1.3 FEET ABOVE LEVEL OF SIDE WALK.  NOTE-- THE DISK IS
 MC0664'COMPLETELY BROKEN OFF AND ONLY THE SHANK REMAINS.  NONE OF THE
 MC0664'STAMPING IS LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0285 ***********************************************************************
 JY0285  DESIGNATION -  767
 JY0285  PID         -  JY0285
 JY0285  STATE/COUNTY-  OH/VINTON
 JY0285  USGS QUAD   -  MC ARTHUR (1995)
 JY0285
 JY0285                         *CURRENT SURVEY CONTROL
 JY0285  ___________________________________________________________________
 JY0285* NAD 83(1986)-  39 14 47.     (N)    082 28 44.     (W)     SCALED    
 JY0285* NAVD 88     -       233.565  (meters)     766.29   (feet)  ADJUSTED  
 JY0285  ___________________________________________________________________
 JY0285  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JY0285  DYNAMIC HT  -         233.422 (meters)     765.82  (feet)  COMP
 JY0285  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 JY0285
 JY0285  VERT ORDER  -  FIRST     CLASS II
 JY0285
 JY0285.The horizontal coordinates were scaled from a topographic map and have
 JY0285.an estimated accuracy of +/- 6 seconds.
 JY0285
 JY0285.The orthometric height was determined by differential leveling
 JY0285.and adjusted by the National Geodetic Survey in June 1991..
 JY0285
 JY0285.The geoid height was determined by GEOID03.
 JY0285
 JY0285.The dynamic height is computed by dividing the NAVD 88
 JY0285.geopotential number by the normal gravity value computed on the
 JY0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0285.degrees latitude (g = 980.6199 gals.).
 JY0285
 JY0285.The modeled gravity was interpolated from observed gravity values.
 JY0285
 JY0285;                    North         East    Units  Estimated Accuracy
 JY0285;SPC OH S     -   138,370.      601,820.      MT  (+/- 180 meters Scaled)
 JY0285
 JY0285                          SUPERSEDED SURVEY CONTROL
 JY0285
 JY0285  NGVD 29 (??/??/92)  233.73   (m)          766.8    (f) COMPUTED    1 2
 JY0285
 JY0285.Superseded values are not recommended for survey control.
 JY0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0285.See file dsdata.txt to determine how the superseded data were derived.
 JY0285
 JY0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD723451(NAD 83)
 JY0285_MARKER: DD = SURVEY DISK
 JY0285_SETTING: 0 = UNSPECIFIED SETTING
 JY0285_STAMPING: 767
 JY0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0285
 JY0285  HISTORY     - Date     Condition        Report By
 JY0285  HISTORY     - UNK      MONUMENTED       USGS
 JY0285  HISTORY     - 1934     GOOD             NGS
 JY0285
 JY0285                          STATION DESCRIPTION
 JY0285
 JY0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY0285'AT MC ARTHUR.
 JY0285'ON THE NORTH FACE OF THE COURT HOUSE.  8.3 FEET WEST OF THE
 JY0285'NORTHEAST CORNER OF THE BUILDING.  7 YARDS EAST OF THE CENTER
 JY0285'LINE OF THE NORTH DOORWAY.  12 YARDS SOUTH OF THE SOUTHEAST CORNER
 JY0285'OF A SOLDIERS MEMORIAL.  20 YARDS SOUTH OF THE CENTER LINE OF
 JY0285'HIGHWAY U.S. 50.  2.5 FEET ABOVE THE LEVEL OF THE SIDEWALK.  SET
 JY0285'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1332 ***********************************************************************
 HY1332  DESIGNATION -  77
 HY1332  PID         -  HY1332
 HY1332  STATE/COUNTY-  OH/SCIOTO
 HY1332  USGS QUAD   -  GREENUP (1985)
 HY1332
 HY1332                         *CURRENT SURVEY CONTROL
 HY1332  ___________________________________________________________________
 HY1332* NAD 83(1986)-  38 37 24.     (N)    082 51 17.     (W)     SCALED    
 HY1332* NAVD 88     -       163.171  (meters)     535.34   (feet)  ADJUSTED  
 HY1332  ___________________________________________________________________
 HY1332  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY1332  DYNAMIC HT  -         163.068 (meters)     535.00  (feet)  COMP
 HY1332  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 HY1332
 HY1332  VERT ORDER  -  SECOND    CLASS 0
 HY1332
 HY1332.The horizontal coordinates were scaled from a topographic map and have
 HY1332.an estimated accuracy of +/- 6 seconds.
 HY1332
 HY1332.The orthometric height was determined by differential leveling
 HY1332.and adjusted by the National Geodetic Survey in June 1991..
 HY1332
 HY1332.The geoid height was determined by GEOID03.
 HY1332
 HY1332.The dynamic height is computed by dividing the NAVD 88
 HY1332.geopotential number by the normal gravity value computed on the
 HY1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1332.degrees latitude (g = 980.6199 gals.).
 HY1332
 HY1332.The modeled gravity was interpolated from observed gravity values.
 HY1332
 HY1332;                    North         East    Units  Estimated Accuracy
 HY1332;SPC OH S     -    69,260.      569,110.      MT  (+/- 180 meters Scaled)
 HY1332
 HY1332                          SUPERSEDED SURVEY CONTROL
 HY1332
 HY1332  NGVD 29 (??/??/92)  163.361  (m)          535.96   (f) ADJ UNCH    2 0
 HY1332
 HY1332.Superseded values are not recommended for survey control.
 HY1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1332.See file dsdata.txt to determine how the superseded data were derived.
 HY1332
 HY1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC385766(NAD 83)
 HY1332_MARKER: P = PIPE CAP
 HY1332_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1332_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1332_STAMPING: 77
 HY1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1332
 HY1332  HISTORY     - Date     Condition        Report By
 HY1332  HISTORY     - UNK      MONUMENTED       DOD
 HY1332  HISTORY     - 1958     GOOD             NGS
 HY1332  HISTORY     - 1974     GOOD             LOCENG
 HY1332
 HY1332                          STATION DESCRIPTION
 HY1332
 HY1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1332'0.8 MI SW FROM FRANKLIN FURNACE.
 HY1332'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 52 FROM THE POST
 HY1332'OFFICE AT FRANKLIN FURNACE, THENCE ABOUT 0.6 MILE SOUTHWEST
 HY1332'ALONG A GRAVEL ROAD, AT OLD GREENUP LOCK AND DAM 30 (TO BE
 HY1332'ABANDONED) AT THE JUNCTION OF A DRIVE NORTHWEST TO AN OLD RED
 HY1332'HOUSE, 18 1/2 FEET NORTHWEST OF CENTER LINE OF ROAD, 8 FEET
 HY1332'SOUTHWEST OF CENTER LINE OF DRIVE, 5 FEET NORTH-NORTHEAST OF A
 HY1332'POWER POLE WITH A TRANSFORMER, 89 FEET SOUTHEAST OF A 36-INCH
 HY1332'PECAN TREE, ABOUT LEVEL WITH ROAD AND PROJECTING 5 INCHES.
 HY1332
 HY1332                          STATION RECOVERY (1974)
 HY1332
 HY1332'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 HY1332'POST OFFICE MOVED, OLD RED HOUSE AND DRIVE ARE GONE. NEW
 HY1332'DESCRIPTION--ABOUT 0.3 MILE NORTH ALONG OLD U.S. HWY 52 FROM THE NEW
 HY1332'POST OFFICE AT FRANKLIN FURNACE 45629, THENCE ABOUT 0.6 MILE
 HY1332'SOUTHWEST ALONG AN ALL WEATHER ROAD. AT OLD GREENUP DAM 30 (NOW
 HY1332'GONE), 17.0 FT NORTHWEST OF CENTER OF ROAD, 3 FT. NORTHEAST OF A NEW
 HY1332'POLE NO. 1024C1 14 O.P.CO. WITH A TRANSFORMER, 89 FT SOUTHEAST OF A
 HY1332'42 IN. PECAN TREE, 35 FT. NORTHEAST OF A 48 IN. MAPLE TREE, 92 FT
 HY1332'NORTHEAST OF PROJECTION OF CENTERLINE OF ROAD SOUTHEAST, ABOUT LEVEL
 HY1332'WITH ROAD, AND ABOUT 1 INCH BELOW SURFACE OF DIRT AND TRASH. ONE FOOT
 HY1332'SOUTHEAST OF A STANDARD WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0351 ***********************************************************************
 MD0351  DESIGNATION -  772
 MD0351  PID         -  MD0351
 MD0351  STATE/COUNTY-  OH/WILLIAMS
 MD0351  USGS QUAD   -  BRYAN (1977)
 MD0351
 MD0351                         *CURRENT SURVEY CONTROL
 MD0351  ___________________________________________________________________
 MD0351* NAD 83(1986)-  41 28 26.     (N)    084 33 07.     (W)     SCALED    
 MD0351* NAVD 88     -       235.027  (meters)     771.08   (feet)  ADJUSTED  
 MD0351  ___________________________________________________________________
 MD0351  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 MD0351  DYNAMIC HT  -         234.936 (meters)     770.79  (feet)  COMP
 MD0351  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 MD0351
 MD0351  VERT ORDER  -  SECOND    CLASS 0
 MD0351
 MD0351.The horizontal coordinates were scaled from a topographic map and have
 MD0351.an estimated accuracy of +/- 6 seconds.
 MD0351
 MD0351.The orthometric height was determined by differential leveling
 MD0351.and adjusted by the National Geodetic Survey in June 1991..
 MD0351
 MD0351.The geoid height was determined by GEOID03.
 MD0351
 MD0351.The dynamic height is computed by dividing the NAVD 88
 MD0351.geopotential number by the normal gravity value computed on the
 MD0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0351.degrees latitude (g = 980.6199 gals.).
 MD0351
 MD0351.The modeled gravity was interpolated from observed gravity values.
 MD0351
 MD0351;                    North         East    Units  Estimated Accuracy
 MD0351;SPC OH N     -   202,700.      428,620.      MT  (+/- 180 meters Scaled)
 MD0351
 MD0351                          SUPERSEDED SURVEY CONTROL
 MD0351
 MD0351  NGVD 29 (??/??/92)  235.180  (m)          771.59   (f) ADJ UNCH    2 0
 MD0351
 MD0351.Superseded values are not recommended for survey control.
 MD0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0351.See file dsdata.txt to determine how the superseded data were derived.
 MD0351
 MD0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL044942(NAD 83)
 MD0351_MARKER: P = PIPE CAP
 MD0351_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MD0351_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MD0351_STAMPING: OHIO 772
 MD0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0351
 MD0351  HISTORY     - Date     Condition        Report By
 MD0351  HISTORY     - UNK      MONUMENTED       USGS
 MD0351  HISTORY     - 1934     GOOD             NGS
 MD0351
 MD0351                          STATION DESCRIPTION
 MD0351
 MD0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD0351'AT BRYAN.
 MD0351'AT BRYAN, WILLIAMS COUNTY, AT THE SOUTHWEST CORNER OF THE COUNTY
 MD0351'COURTHOUSE, AND 2.2 FEET SOUTH OF THE WEST SIDE OF THE SOUTH
 MD0351'WALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 MD0351'OHIO 772 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 MD0351'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0272 ***********************************************************************
 JY0272  DESIGNATION -  773
 JY0272  PID         -  JY0272
 JY0272  STATE/COUNTY-  OH/ATHENS
 JY0272  USGS QUAD   -  ALBANY (1995)
 JY0272
 JY0272                         *CURRENT SURVEY CONTROL
 JY0272  ___________________________________________________________________
 JY0272* NAD 83(1986)-  39 13 39.     (N)    082 12 13.     (W)     SCALED    
 JY0272* NAVD 88     -       235.635  (meters)     773.08   (feet)  ADJUSTED  
 JY0272  ___________________________________________________________________
 JY0272  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY0272  DYNAMIC HT  -         235.489 (meters)     772.60  (feet)  COMP
 JY0272  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 JY0272
 JY0272  VERT ORDER  -  SECOND    CLASS 0
 JY0272
 JY0272.The horizontal coordinates were scaled from a topographic map and have
 JY0272.an estimated accuracy of +/- 6 seconds.
 JY0272
 JY0272.The orthometric height was determined by differential leveling
 JY0272.and adjusted by the National Geodetic Survey in June 1991..
 JY0272.WARNING-Repeat measurements at this control monument indicate possible
 JY0272.vertical movement.
 JY0272
 JY0272.The geoid height was determined by GEOID03.
 JY0272
 JY0272.The dynamic height is computed by dividing the NAVD 88
 JY0272.geopotential number by the normal gravity value computed on the
 JY0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0272.degrees latitude (g = 980.6199 gals.).
 JY0272
 JY0272.The modeled gravity was interpolated from observed gravity values.
 JY0272
 JY0272;                    North         East    Units  Estimated Accuracy
 JY0272;SPC OH S     -   136,310.      625,590.      MT  (+/- 180 meters Scaled)
 JY0272
 JY0272                          SUPERSEDED SURVEY CONTROL
 JY0272
 JY0272  NGVD 29 (??/??/92)  235.819  (m)          773.68   (f) ADJ UNCH    2 0
 JY0272
 JY0272.Superseded values are not recommended for survey control.
 JY0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0272.See file dsdata.txt to determine how the superseded data were derived.
 JY0272
 JY0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD961427(NAD 83)
 JY0272_MARKER: DD = SURVEY DISK
 JY0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0272_SP_SET: WATER TABLE
 JY0272_STAMPING: 773 1903 ADJ
 JY0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0272
 JY0272  HISTORY     - Date     Condition        Report By
 JY0272  HISTORY     - 1903     MONUMENTED       USGS
 JY0272  HISTORY     - 1958     GOOD             NGS
 JY0272  HISTORY     - 1983     SEE DESCRIPTION  NGS
 JY0272
 JY0272                          STATION DESCRIPTION
 JY0272
 JY0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0272'AT ALBANY.
 JY0272'AT ALBANY, AT THE INTERSECTION OF WASHINGTON AND CLINTON STREETS,
 JY0272'21 FEET NORTH OF THE NORTH CURB OF CLINTON STREET (STATE HIGHWAY
 JY0272'680), 14.8 FEET NORTHWEST OF THE NORTHWEST CURB OF WASHINGTON
 JY0272'STREET (U.S. HIGHWAY 50), IN THE TOP OF CENTER OF STONE WINDOWSILL
 JY0272'(WATER TABLE), OF A NARROW SHOW WINDOW ON EAST SIDE OF DRUG STORE,
 JY0272'3 FEET NORTH OF THE SOUTHEAST CORNER, AND 1 1/2 FEET ABOVE THE
 JY0272'GROUND.
 JY0272
 JY0272                          STATION RECOVERY (1983)
 JY0272
 JY0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JY0272'THE MARK SET IN A BUILDING WHICH IS BEING DEMOLISHED. A NEW BENCH
 JY0272'MARK 773 RESET 1983
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0710 ***********************************************************************
 KZ0710  DESIGNATION -  775
 KZ0710  PID         -  KZ0710
 KZ0710  STATE/COUNTY-  OH/COSHOCTON
 KZ0710  USGS QUAD   -  TRINWAY (1981)
 KZ0710
 KZ0710                         *CURRENT SURVEY CONTROL
 KZ0710  ___________________________________________________________________
 KZ0710* NAD 83(1986)-  40 13 19.     (N)    082 04 04.     (W)     SCALED    
 KZ0710* NAVD 88     -       236.111  (meters)     774.64   (feet)  ADJUSTED  
 KZ0710  ___________________________________________________________________
 KZ0710  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KZ0710  DYNAMIC HT  -         235.991 (meters)     774.25  (feet)  COMP
 KZ0710  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 KZ0710
 KZ0710  VERT ORDER  -  SECOND    CLASS 0
 KZ0710
 KZ0710.The horizontal coordinates were scaled from a topographic map and have
 KZ0710.an estimated accuracy of +/- 6 seconds.
 KZ0710
 KZ0710.The orthometric height was determined by differential leveling
 KZ0710.and adjusted by the National Geodetic Survey in June 1991..
 KZ0710
 KZ0710.The geoid height was determined by GEOID03.
 KZ0710
 KZ0710.The dynamic height is computed by dividing the NAVD 88
 KZ0710.geopotential number by the normal gravity value computed on the
 KZ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0710.degrees latitude (g = 980.6199 gals.).
 KZ0710
 KZ0710.The modeled gravity was interpolated from observed gravity values.
 KZ0710
 KZ0710;                    North         East    Units  Estimated Accuracy
 KZ0710;SPC OH N     -    61,750.      636,790.      MT  (+/- 180 meters Scaled)
 KZ0710
 KZ0710                          SUPERSEDED SURVEY CONTROL
 KZ0710
 KZ0710  NGVD 29 (??/??/92)  236.329  (m)          775.36   (f) ADJ UNCH    2 0
 KZ0710
 KZ0710.Superseded values are not recommended for survey control.
 KZ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0710.See file dsdata.txt to determine how the superseded data were derived.
 KZ0710
 KZ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME091529(NAD 83)
 KZ0710_MARKER: DD = SURVEY DISK
 KZ0710_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0710_SP_SET: ABUTMENT
 KZ0710_STAMPING: OHIO 775
 KZ0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0710
 KZ0710  HISTORY     - Date     Condition        Report By
 KZ0710  HISTORY     - UNK      MONUMENTED       USGS
 KZ0710  HISTORY     - 1934     GOOD             NGS
 KZ0710
 KZ0710                          STATION DESCRIPTION
 KZ0710
 KZ0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0710'AT COOPERDALE.
 KZ0710'AT COOPERDALE, COSHOCTON COUNTY, 0.2 MILE NORTHWEST OF THE
 KZ0710'PENNSYLVANIA RAILROAD STATION, AT BRIDGE 26.79, 255 FEET
 KZ0710'SOUTHWEST OF THE CENTER OF A GRAVEL-ROAD CROSSING, IN THE
 KZ0710'TOP OF THE SOUTHWEST END OF THE SOUTHWEST ABUTMENT, 4 FEET
 KZ0710'NORTHEAST OF THE SOUTHWEST SIDE, 8 FEET SOUTHWEST OF THE
 KZ0710'SOUTHWEST RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 KZ0710'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED OHIO 775.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0019 ***********************************************************************
 LA0019  DESIGNATION -  776
 LA0019  PID         -  LA0019
 LA0019  STATE/COUNTY-  OH/PUTNAM
 LA0019  USGS QUAD   -  COLUMBUS GROVE (1973)
 LA0019
 LA0019                         *CURRENT SURVEY CONTROL
 LA0019  ___________________________________________________________________
 LA0019* NAD 83(1986)-  40 55 10.     (N)    084 03 27.     (W)     SCALED    
 LA0019* NAVD 88     -       236.200  (meters)     774.93   (feet)  ADJUSTED  
 LA0019  ___________________________________________________________________
 LA0019  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 LA0019  DYNAMIC HT  -         236.087 (meters)     774.56  (feet)  COMP
 LA0019  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 LA0019
 LA0019  VERT ORDER  -  FIRST     CLASS II
 LA0019
 LA0019.The horizontal coordinates were scaled from a topographic map and have
 LA0019.an estimated accuracy of +/- 6 seconds.
 LA0019
 LA0019.The orthometric height was determined by differential leveling
 LA0019.and adjusted by the National Geodetic Survey in June 1991..
 LA0019
 LA0019.The geoid height was determined by GEOID03.
 LA0019
 LA0019.The dynamic height is computed by dividing the NAVD 88
 LA0019.geopotential number by the normal gravity value computed on the
 LA0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0019.degrees latitude (g = 980.6199 gals.).
 LA0019
 LA0019.The modeled gravity was interpolated from observed gravity values.
 LA0019
 LA0019;                    North         East    Units  Estimated Accuracy
 LA0019;SPC OH N     -   140,290.      468,820.      MT  (+/- 180 meters Scaled)
 LA0019
 LA0019                          SUPERSEDED SURVEY CONTROL
 LA0019
 LA0019  NGVD 29 (??/??/92)  236.365  (m)          775.47   (f) ADJ UNCH    1 2
 LA0019
 LA0019.Superseded values are not recommended for survey control.
 LA0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0019.See file dsdata.txt to determine how the superseded data were derived.
 LA0019
 LA0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL477339(NAD 83)
 LA0019_MARKER: DD = SURVEY DISK
 LA0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0019_SP_SET: WATER TABLE
 LA0019_STAMPING: 776 ADJ 1903
 LA0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0019
 LA0019  HISTORY     - Date     Condition        Report By
 LA0019  HISTORY     - 1903     MONUMENTED       USGS
 LA0019  HISTORY     - 1954     GOOD             NGS
 LA0019
 LA0019                          STATION DESCRIPTION
 LA0019
 LA0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0019'AT COLUMBUS GROVE.
 LA0019'AT COLUMBUS GROVE, AT THE INTERSECTION OF HIGH AND SYCAMORE STREETS,
 LA0019'11 FEET SOUTHWEST OF SOUTHWEST CURB OF SYCAMORE STREET, 42 FEET
 LA0019'NORTWEST OF NORTHWEST CURB OF HIGH STREET, SET VERTICALLY IN THE
 LA0019'NORTHEAST FACE OF STONE WATER TABLE OF A TWO-STORY BRICK BUILDING,
 LA0019'21 FEET NORTHWEST OF EAST CORNER OF BUILDING, 34 1/2 FEET
 LA0019'WEST-NORTHWEST OF A FIRE HYDRANT, 4 FEET SOUTHEAST OF BM Q 1, AND
 LA0019'1-3/4 FEET ABOVE LEVEL OF SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0219 ***********************************************************************
 JY0219  DESIGNATION -  776
 JY0219  PID         -  JY0219
 JY0219  STATE/COUNTY-  OH/HOCKING
 JY0219  USGS QUAD   -  UNION FURNACE (1995)
 JY0219
 JY0219                         *CURRENT SURVEY CONTROL
 JY0219  ___________________________________________________________________
 JY0219* NAD 83(1986)-  39 23 52.     (N)    082 21 49.     (W)     SCALED    
 JY0219* NAVD 88     -       236.534  (meters)     776.03   (feet)  ADJUSTED  
 JY0219  ___________________________________________________________________
 JY0219  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JY0219  DYNAMIC HT  -         236.390 (meters)     775.56  (feet)  COMP
 JY0219  MODELED GRAV-     980,015.5   (mgal)                       NAVD 88
 JY0219
 JY0219  VERT ORDER  -  SECOND    CLASS 0
 JY0219
 JY0219.The horizontal coordinates were scaled from a topographic map and have
 JY0219.an estimated accuracy of +/- 6 seconds.
 JY0219
 JY0219.The orthometric height was determined by differential leveling
 JY0219.and adjusted by the National Geodetic Survey in June 1991..
 JY0219
 JY0219.The geoid height was determined by GEOID03.
 JY0219
 JY0219.The dynamic height is computed by dividing the NAVD 88
 JY0219.geopotential number by the normal gravity value computed on the
 JY0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0219.degrees latitude (g = 980.6199 gals.).
 JY0219
 JY0219.The modeled gravity was interpolated from observed gravity values.
 JY0219
 JY0219;                    North         East    Units  Estimated Accuracy
 JY0219;SPC OH S     -   155,180.      611,750.      MT  (+/- 180 meters Scaled)
 JY0219
 JY0219                          SUPERSEDED SURVEY CONTROL
 JY0219
 JY0219  NGVD 29 (??/??/92)  236.676  (m)          776.49   (f) ADJ UNCH    2 0
 JY0219
 JY0219.Superseded values are not recommended for survey control.
 JY0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0219.See file dsdata.txt to determine how the superseded data were derived.
 JY0219
 JY0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD825618(NAD 83)
 JY0219_MARKER: DD = SURVEY DISK
 JY0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0219_SP_SET: BRIDGE
 JY0219_STAMPING: 776 ADJ
 JY0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0219
 JY0219  HISTORY     - Date     Condition        Report By
 JY0219  HISTORY     - UNK      MONUMENTED       USGS
 JY0219  HISTORY     - 1943     GOOD             NGS
 JY0219  HISTORY     - 1976     GOOD             NGS
 JY0219
 JY0219                          STATION DESCRIPTION
 JY0219
 JY0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0219'AT STARR.
 JY0219'AT STARR, HOCKING COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 JY0219'110 YARDS SOUTH OF THE SOUTHWEST CORNER OF THE STATION, 0.3
 JY0219'MILE SOUTH OF MILEPOST 61, AT THE WEST SIDE OF THE NORTHWEST
 JY0219'WING WALL OF BRIDGE 61.3, IN THE TOP OF THE FIFTH COURSE
 JY0219'OF MASONRY, 9 FEET WEST OF THE WEST RAIL, AND ABOUT 3 FEET
 JY0219'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JY0219'DISK, STAMPED 776 ADJ.
 JY0219
 JY0219                          STATION RECOVERY (1976)
 JY0219
 JY0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1489 ***********************************************************************
 KY1489  DESIGNATION -  776
 KY1489  PID         -  KY1489
 KY1489  STATE/COUNTY-  OH/COSHOCTON
 KY1489  USGS QUAD   -  RANDLE (1994)
 KY1489
 KY1489                         *CURRENT SURVEY CONTROL
 KY1489  ___________________________________________________________________
 KY1489* NAD 83(1986)-  40 18 00.     (N)    081 54 38.     (W)     SCALED    
 KY1489* NAVD 88     -       236.398  (meters)     775.58   (feet)  ADJUSTED  
 KY1489  ___________________________________________________________________
 KY1489  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KY1489  DYNAMIC HT  -         236.278 (meters)     775.19  (feet)  COMP
 KY1489  MODELED GRAV-     980,114.4   (mgal)                       NAVD 88
 KY1489
 KY1489  VERT ORDER  -  SECOND    CLASS 0
 KY1489
 KY1489.The horizontal coordinates were scaled from a topographic map and have
 KY1489.an estimated accuracy of +/- 6 seconds.
 KY1489
 KY1489.The orthometric height was determined by differential leveling
 KY1489.and adjusted by the National Geodetic Survey in June 1991..
 KY1489
 KY1489.The geoid height was determined by GEOID03.
 KY1489
 KY1489.The dynamic height is computed by dividing the NAVD 88
 KY1489.geopotential number by the normal gravity value computed on the
 KY1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1489.degrees latitude (g = 980.6199 gals.).
 KY1489
 KY1489.The modeled gravity was interpolated from observed gravity values.
 KY1489
 KY1489;                    North         East    Units  Estimated Accuracy
 KY1489;SPC OH N     -    70,500.      650,120.      MT  (+/- 180 meters Scaled)
 KY1489
 KY1489                          SUPERSEDED SURVEY CONTROL
 KY1489
 KY1489  NGVD 29 (??/??/92)  236.608  (m)          776.27   (f) ADJ UNCH    2 0
 KY1489
 KY1489.Superseded values are not recommended for survey control.
 KY1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1489.See file dsdata.txt to determine how the superseded data were derived.
 KY1489
 KY1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME226614(NAD 83)
 KY1489_MARKER: DD = SURVEY DISK
 KY1489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1489_SP_SET: BRIDGE
 KY1489_STAMPING: 776 OHIO
 KY1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1489
 KY1489  HISTORY     - Date     Condition        Report By
 KY1489  HISTORY     - UNK      MONUMENTED       USGS
 KY1489  HISTORY     - 1934     GOOD             NGS
 KY1489
 KY1489                          STATION DESCRIPTION
 KY1489
 KY1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1489'3.4 MI N FROM COSHOCTON.
 KY1489'3.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1489'AT COSHOCTON, COSHOCTON COUNTY, 200 YARDS SOUTH OF THE CENTERLINE
 KY1489'OF U.S. HIGHWAY 36, 113 FEET NORTH OF THE NORTH RAIL, 8 FEET
 KY1489'SOUTHEAST OF THE CENTERLINE OF A GRAVEL ROAD, IN THE TOP OF THE
 KY1489'EAST END OF THE NORTH ABUTMENT OF A SWING BRIDGE OVER A CANAL,
 KY1489'AND ABOUT 4 INCHES FROM THE SOUTHWEST SIDE OF THE ABUTMENT.  A
 KY1489'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 776 OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0704 ***********************************************************************
 LA0704  DESIGNATION -  776 RESET
 LA0704  PID         -  LA0704
 LA0704  STATE/COUNTY-  OH/VAN WERT
 LA0704  USGS QUAD   -  CONVOY (1980)
 LA0704
 LA0704                         *CURRENT SURVEY CONTROL
 LA0704  ___________________________________________________________________
 LA0704* NAD 83(1986)-  40 57 12.     (N)    084 43 37.     (W)     SCALED    
 LA0704* NAVD 88     -       234.99   (+/-2cm)     771.0    (feet)  VERTCON   
 LA0704  ___________________________________________________________________
 LA0704  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0704
 LA0704  VERT ORDER  -  THIRD (See Below)
 LA0704
 LA0704.The horizontal coordinates were scaled from a topographic map and have
 LA0704.an estimated accuracy of +/- 6 seconds.
 LA0704
 LA0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA0704.The vertical order pertains to the NGVD 29 superseded value.
 LA0704
 LA0704.The geoid height was determined by GEOID03.
 LA0704
 LA0704;                    North         East    Units  Estimated Accuracy
 LA0704;SPC OH N     -   145,270.      412,540.      MT  (+/- 180 meters Scaled)
 LA0704
 LA0704                          SUPERSEDED SURVEY CONTROL
 LA0704
 LA0704  NGVD 29 (??/??/??)  235.15   (m)          771.5    (f) RESET       3  
 LA0704
 LA0704.Superseded values are not recommended for survey control.
 LA0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0704.See file dsdata.txt to determine how the superseded data were derived.
 LA0704
 LA0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL913360(NAD 83)
 LA0704_MARKER: DB = BENCH MARK DISK
 LA0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0704_SP_SET: CULVERT
 LA0704_STAMPING: 776 USGS RESET 1967
 LA0704_MARK LOGO: USGS  
 LA0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0704
 LA0704  HISTORY     - Date     Condition        Report By
 LA0704  HISTORY     - 1967     MONUMENTED       CGS
 LA0704  HISTORY     - 1968     GOOD             CGS
 LA0704
 LA0704                          STATION DESCRIPTION
 LA0704
 LA0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LA0704'3.1 MI NW FROM CONVOY.
 LA0704'ABOUT 3.1 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM THE POST OFFICE
 LA0704'AT CONWAY, AT THE JUNCTION OF STATE HIGHWAY 49 LEADING NORTH AND
 LA0704'U.S. HIGHWAY 30, LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION,
 LA0704'135 FEET NORTH OF THE CENTER LINE OF RELOCATED U.S. HIGHWAY 30,
 LA0704'50 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 49, ABOUT 4 FEET
 LA0704'BELOW THE LEVEL OF STATE HIGHWAY 49, IN THE WEST END OF THE
 LA0704'CONCRETE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0833 ***********************************************************************
 KY0833  DESIGNATION -  777
 KY0833  PID         -  KY0833
 KY0833  STATE/COUNTY-  OH/JEFFERSON
 KY0833  USGS QUAD   -  STEUBENVILLE WEST (1985)
 KY0833
 KY0833                         *CURRENT SURVEY CONTROL
 KY0833  ___________________________________________________________________
 KY0833* NAD 83(1986)-  40 20 06.     (N)    080 42 47.     (W)     SCALED    
 KY0833* NAVD 88     -       237.506  (meters)     779.22   (feet)  ADJUSTED  
 KY0833  ___________________________________________________________________
 KY0833  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY0833  DYNAMIC HT  -         237.379 (meters)     778.80  (feet)  COMP
 KY0833  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 KY0833
 KY0833  VERT ORDER  -  SECOND    CLASS 0
 KY0833
 KY0833.The horizontal coordinates were scaled from a topographic map and have
 KY0833.an estimated accuracy of +/- 6 seconds.
 KY0833
 KY0833.The orthometric height was determined by differential leveling
 KY0833.and adjusted by the National Geodetic Survey in June 1991..
 KY0833
 KY0833.The geoid height was determined by GEOID03.
 KY0833
 KY0833.The dynamic height is computed by dividing the NAVD 88
 KY0833.geopotential number by the normal gravity value computed on the
 KY0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0833.degrees latitude (g = 980.6199 gals.).
 KY0833
 KY0833.The modeled gravity was interpolated from observed gravity values.
 KY0833
 KY0833;                    North         East    Units  Estimated Accuracy
 KY0833;SPC OH N     -    75,770.      751,840.      MT  (+/- 180 meters Scaled)
 KY0833
 KY0833                          SUPERSEDED SURVEY CONTROL
 KY0833
 KY0833  NGVD 29 (??/??/92)  237.688  (m)          779.81   (f) ADJ UNCH    2 0
 KY0833
 KY0833.Superseded values are not recommended for survey control.
 KY0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0833.See file dsdata.txt to determine how the superseded data were derived.
 KY0833
 KY0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE243649(NAD 83)
 KY0833_MARKER: B = BOLT
 KY0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0833_SP_SET: BRIDGE
 KY0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0833
 KY0833  HISTORY     - Date     Condition        Report By
 KY0833  HISTORY     - UNK      MONUMENTED       PRR
 KY0833  HISTORY     - 1934     GOOD             NGS
 KY0833  HISTORY     - 1936     GOOD             NGS
 KY0833
 KY0833                          STATION DESCRIPTION
 KY0833
 KY0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY0833'0.1 MI E FROM FERNWOOD.
 KY0833'0.1 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0833'AT FERNWOOD, JEFFERSON COUNTY, 0.7 MILE WEST OF MILEPOST 52,
 KY0833'13 YARDS SOUTH OF POLE 52/36, AT BRIDGE NO. 52.63, IN THE TOP
 KY0833'OF THE NORTH COPING, 3 YARDS NORTH OF THE NORTH RAIL OF THE NORTH
 KY0833'TRACK, AND 1.3 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 KY0833'COPING.  AN IRON BOLT.
 KY0833
 KY0833                          STATION RECOVERY (1936)
 KY0833
 KY0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 KY0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0723 ***********************************************************************
 LA0723  DESIGNATION -  779
 LA0723  PID         -  LA0723
 LA0723  STATE/COUNTY-  OH/VAN WERT
 LA0723  USGS QUAD   -  DIXON (1994)
 LA0723
 LA0723                         *CURRENT SURVEY CONTROL
 LA0723  ___________________________________________________________________
 LA0723* NAD 83(1986)-  40 58 40.     (N)    084 45 53.     (W)     SCALED    
 LA0723* NAVD 88     -       237.072  (meters)     777.79   (feet)  ADJUSTED  
 LA0723  ___________________________________________________________________
 LA0723  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LA0723  DYNAMIC HT  -         236.972 (meters)     777.47  (feet)  COMP
 LA0723  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 LA0723
 LA0723  VERT ORDER  -  SECOND    CLASS 0
 LA0723
 LA0723.The horizontal coordinates were scaled from a topographic map and have
 LA0723.an estimated accuracy of +/- 6 seconds.
 LA0723
 LA0723.The orthometric height was determined by differential leveling
 LA0723.and adjusted by the National Geodetic Survey in June 1991..
 LA0723
 LA0723.The geoid height was determined by GEOID03.
 LA0723
 LA0723.The dynamic height is computed by dividing the NAVD 88
 LA0723.geopotential number by the normal gravity value computed on the
 LA0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0723.degrees latitude (g = 980.6199 gals.).
 LA0723
 LA0723.The modeled gravity was interpolated from observed gravity values.
 LA0723
 LA0723;                    North         East    Units  Estimated Accuracy
 LA0723;SPC OH N     -   148,070.      409,430.      MT  (+/- 180 meters Scaled)
 LA0723
 LA0723                          SUPERSEDED SURVEY CONTROL
 LA0723
 LA0723  NGVD 29 (??/??/92)  237.229  (m)          778.31   (f) ADJ UNCH    2 0
 LA0723
 LA0723.Superseded values are not recommended for survey control.
 LA0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0723.See file dsdata.txt to determine how the superseded data were derived.
 LA0723
 LA0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL880386(NAD 83)
 LA0723_MARKER: P = PIPE CAP
 LA0723_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0723_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LA0723_STAMPING: OHIO 779
 LA0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0723
 LA0723  HISTORY     - Date     Condition        Report By
 LA0723  HISTORY     - UNK      MONUMENTED       USGS
 LA0723  HISTORY     - 1947     GOOD             NGS
 LA0723
 LA0723                          STATION DESCRIPTION
 LA0723
 LA0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0723'5.8 MI W FROM CONVOY.
 LA0723'ABOUT 3.1 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM THE POST
 LA0723'OFFICE AT CONVOY, THENCE ABOUT 2.65 MILES NORTHWEST ALONG U.S.
 LA0723'HIGHWAY 30, ABOUT 0.2 MILE NORTHWEST OF A SMALL CEMETERY, AT A
 LA0723'NORTH-SOUTH CROSS ROAD (DIM ROAD NORTH), 31 FEET NORTHEAST OF THE
 LA0723'CENTER LINE OF THE HIGHWAY, 32 FEET EAST OF THE CENTER LINE OF THE
 LA0723'DIM ROAD NORTH, 64 FEET SOUTHEAST AND ACROSS THE ROAD NORTH FROM
 LA0723'TELEPHONE POLE T 817, 91 FEET NORTHWEST OF TELEPHONE NO. T 818,
 LA0723'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LA0723'HIGHWAY AND A CAP RIVETED ON TOP OF A PIPE PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1797 ***********************************************************************
 MB1797  DESIGNATION -  78 5
 MB1797  PID         -  MB1797
 MB1797  STATE/COUNTY-  OH/CUYAHOGA
 MB1797  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1797
 MB1797                         *CURRENT SURVEY CONTROL
 MB1797  ___________________________________________________________________
 MB1797* NAD 83(1986)-  41 26 41.     (N)    081 37 28.     (W)     SCALED    
 MB1797* NAVD 88     -       246.081  (meters)     807.35   (feet)  ADJUSTED  
 MB1797  ___________________________________________________________________
 MB1797  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 MB1797  DYNAMIC HT  -         245.981 (meters)     807.02  (feet)  COMP
 MB1797  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 MB1797
 MB1797  VERT ORDER  -  FIRST     CLASS II
 MB1797
 MB1797.The horizontal coordinates were scaled from a topographic map and have
 MB1797.an estimated accuracy of +/- 6 seconds.
 MB1797
 MB1797.The orthometric height was determined by differential leveling
 MB1797.and adjusted by the National Geodetic Survey in June 1991..
 MB1797
 MB1797.The geoid height was determined by GEOID03.
 MB1797
 MB1797.The dynamic height is computed by dividing the NAVD 88
 MB1797.geopotential number by the normal gravity value computed on the
 MB1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1797.degrees latitude (g = 980.6199 gals.).
 MB1797
 MB1797.The modeled gravity was interpolated from observed gravity values.
 MB1797
 MB1797;                    North         East    Units  Estimated Accuracy
 MB1797;SPC OH N     -   197,820.      673,160.      MT  (+/- 180 meters Scaled)
 MB1797
 MB1797                          SUPERSEDED SURVEY CONTROL
 MB1797
 MB1797  NGVD 29 (06/03/92)  246.307  (m)          808.09   (f) ADJUSTED    1 2
 MB1797
 MB1797.Superseded values are not recommended for survey control.
 MB1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1797.See file dsdata.txt to determine how the superseded data were derived.
 MB1797
 MB1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF478883(NAD 83)
 MB1797_MARKER: DD = SURVEY DISK
 MB1797_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MB1797_SP_SET: BRIDGE ABUTMENT
 MB1797_STAMPING: 78-5 1939
 MB1797_MARK LOGO: CRGS  
 MB1797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB1797+STABILITY: POSITION/ELEVATION WELL
 MB1797
 MB1797  HISTORY     - Date     Condition        Report By
 MB1797  HISTORY     - 1939     MONUMENTED       CRGS
 MB1797  HISTORY     - 1983     GOOD             NGS
 MB1797  HISTORY     - 19940607 GOOD             USPSQD
 MB1797  HISTORY     - 19951028 GOOD             USPSQD
 MB1797
 MB1797                          STATION DESCRIPTION
 MB1797
 MB1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1797'IN CLEVELAND.
 MB1797'IN CLEVELAND, ALONG WARNER ROAD, AT THE NORTHWEST END OF A BRIDGE OVER
 MB1797'MILL CREEK, 7.89 METERS (25.9 FT) WEST OF THE CENTERLINE OF WARNER
 MB1797'ROAD, 3.20 METERS (10.5 FT) WEST OF UTILITY POLE 523753, 0.40 METER
 MB1797'(1.3 FT) NORTH OF THE NORTH RAIL OF THE BRIDGE.  NOTE--DISK IS A
 MB1797'CUYAHOGA COUNTY DRAINAGE STRUCTURE MARK.
 MB1797'THE MARK IS 0.23 M ABOVE WARNER ROAD.
 MB1797
 MB1797                          STATION RECOVERY (1994)
 MB1797
 MB1797'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1797'RECOVERED IN GOOD CONDITION.
 MB1797
 MB1797                          STATION RECOVERY (1995)
 MB1797
 MB1797'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1677 ***********************************************************************
 KZ1677  DESIGNATION -  780
 KZ1677  PID         -  KZ1677
 KZ1677  STATE/COUNTY-  OH/PUTNAM
 KZ1677  USGS QUAD   -  BLUFFTON (1988)
 KZ1677
 KZ1677                         *CURRENT SURVEY CONTROL
 KZ1677  ___________________________________________________________________
 KZ1677* NAD 83(1986)-  40 56 52.     (N)    083 57 36.     (W)     SCALED    
 KZ1677* NAVD 88     -       237.250  (meters)     778.38   (feet)  POSTED    
 KZ1677  ___________________________________________________________________
 KZ1677  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 KZ1677  DYNAMIC HT  -         237.140 (meters)     778.02  (feet)  COMP
 KZ1677  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 KZ1677
 KZ1677  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KZ1677
 KZ1677.The horizontal coordinates were scaled from a topographic map and have
 KZ1677.an estimated accuracy of +/- 6 seconds.
 KZ1677
 KZ1677.The orthometric height was determined by differential leveling
 KZ1677.and adjusted by the National Geodetic Survey in 1992..
 KZ1677.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KZ1677.rate of 0.0 thru 1.0 mm/km.
 KZ1677
 KZ1677.The geoid height was determined by GEOID03.
 KZ1677
 KZ1677.The dynamic height is computed by dividing the NAVD 88
 KZ1677.geopotential number by the normal gravity value computed on the
 KZ1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1677.degrees latitude (g = 980.6199 gals.).
 KZ1677
 KZ1677.The modeled gravity was interpolated from observed gravity values.
 KZ1677
 KZ1677;                    North         East    Units  Estimated Accuracy
 KZ1677;SPC OH N     -   143,290.      477,080.      MT  (+/- 180 meters Scaled)
 KZ1677
 KZ1677                          SUPERSEDED SURVEY CONTROL
 KZ1677
 KZ1677  NGVD 29 (??/??/92)  237.407  (m)          778.89   (f) ADJ UNCH    2 0
 KZ1677
 KZ1677.Superseded values are not recommended for survey control.
 KZ1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1677.See file dsdata.txt to determine how the superseded data were derived.
 KZ1677
 KZ1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF508371(NAD 83)
 KZ1677_MARKER: DD = SURVEY DISK
 KZ1677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1677_SP_SET: WATER TABLE
 KZ1677_STAMPING: 780 1904
 KZ1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1677
 KZ1677  HISTORY     - Date     Condition        Report By
 KZ1677  HISTORY     - 1904     MONUMENTED       USGS
 KZ1677  HISTORY     - 1934     GOOD             NGS
 KZ1677
 KZ1677                          STATION DESCRIPTION
 KZ1677
 KZ1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1677'AT PANDORA.
 KZ1677'AT PANDORA, PUTNAM COUNTY, IN THE SOUTH FACE OF THE WATER
 KZ1677'TABLE OF THE METHODIST EPISCOPAL CHURCH, NEAR THE SOUTHEAST
 KZ1677'CORNER OF THE BUILDING, AND ABOUT 4.0 FEET ABOVE GROUND.  A
 KZ1677'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 780 1904
 KZ1677'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1524 ***********************************************************************
 MB1524  DESIGNATION -  781
 MB1524  PID         -  MB1524
 MB1524  STATE/COUNTY-  OH/CUYAHOGA
 MB1524  USGS QUAD   -  LAKEWOOD (1985)
 MB1524
 MB1524                         *CURRENT SURVEY CONTROL
 MB1524  ___________________________________________________________________
 MB1524* NAD 83(1986)-  41 28 54.     (N)    081 51 48.     (W)     SCALED    
 MB1524* NAVD 88     -       191.653  (meters)     628.78   (feet)  ADJUSTED  
 MB1524  ___________________________________________________________________
 MB1524  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 MB1524  DYNAMIC HT  -         191.579 (meters)     628.54  (feet)  COMP
 MB1524  MODELED GRAV-     980,230.4   (mgal)                       NAVD 88
 MB1524
 MB1524  VERT ORDER  -  FIRST     CLASS II
 MB1524
 MB1524.The horizontal coordinates were scaled from a topographic map and have
 MB1524.an estimated accuracy of +/- 6 seconds.
 MB1524
 MB1524.The orthometric height was determined by differential leveling
 MB1524.and adjusted by the National Geodetic Survey in June 1991..
 MB1524
 MB1524.The geoid height was determined by GEOID03.
 MB1524
 MB1524.The dynamic height is computed by dividing the NAVD 88
 MB1524.geopotential number by the normal gravity value computed on the
 MB1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1524.degrees latitude (g = 980.6199 gals.).
 MB1524
 MB1524.The modeled gravity was interpolated from observed gravity values.
 MB1524
 MB1524;                    North         East    Units  Estimated Accuracy
 MB1524;SPC OH N     -   201,750.      653,170.      MT  (+/- 180 meters Scaled)
 MB1524
 MB1524                          SUPERSEDED SURVEY CONTROL
 MB1524
 MB1524  NGVD 29 (06/03/92)  191.896  (m)          629.58   (f) ADJUSTED    1 2
 MB1524
 MB1524.Superseded values are not recommended for survey control.
 MB1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1524.See file dsdata.txt to determine how the superseded data were derived.
 MB1524
 MB1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF279925(NAD 83)
 MB1524_MARKER: DD = SURVEY DISK
 MB1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1524_SP_SET: CONCRETE POST
 MB1524_STAMPING: 781
 MB1524_MARK LOGO: CRGS  
 MB1524_PROJECTION: RECESSED 7 CENTIMETERS
 MB1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1524+STABILITY: SURFACE MOTION
 MB1524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1524+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MB1524
 MB1524  HISTORY     - Date     Condition        Report By
 MB1524  HISTORY     - UNK      MONUMENTED       CRGS
 MB1524  HISTORY     - 1980     GOOD             NGS
 MB1524  HISTORY     - 20040830 GOOD             OHDT
 MB1524
 MB1524                          STATION DESCRIPTION
 MB1524
 MB1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1524'IN ROCKY RIVER.
 MB1524'IN ROCKY RIVER, AT THE JUNCTION OF AVALON DRIVE AND LAKE ROAD
 MB1524'(HIGHWAYS 6 AND 2) 2.5 KILOMETERS (1.55 MILES) EAST OF THE SOUTHWEST
 MB1524'END OF THE HIGHWAYS 6 AND 2 BRIDGE OVER ROCKY RIVER, SET IN THE
 MB1524'NORTHWEST CORNER OF THE JUNCTION AT THE SOUTHWEST POINT OF A TRIANGLE
 MB1524'PLOT OF GRASS BETWEEN THE SIDEWALKS, 11.59 (38.0 FEET) WEST OF THE
 MB1524'CENTER LINE OF AVALON ROAD, 9.76 METERS (32 FEET) NORTH OF THE CENTER
 MB1524'LINE OF LAKE RAOD, 7.2 METERS (23.6 FEET) SOUTHWEST OF POWER POLE
 MB1524'229711 WITH A TRAFFIC CONTROL BOX, 3.53 METERS (11.6 FEET) SOUTHEAST
 MB1524'OF A 6-INCH DIAMETER WATER AT HOUSE 22056.
 MB1524'NOTE-THIS MARK IS ENCASED IN A 12-INCH METAL PIPE WITH A COVER
 MB1524'IMPRINTED (MON).
 MB1524
 MB1524                          STATION RECOVERY (2004)
 MB1524
 MB1524'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0543 ***********************************************************************
 JY0543  DESIGNATION -  782
 JY0543  PID         -  JY0543
 JY0543  STATE/COUNTY-  OH/HOCKING
 JY0543  USGS QUAD   -  LAURELVILLE (1992)
 JY0543
 JY0543                         *CURRENT SURVEY CONTROL
 JY0543  ___________________________________________________________________
 JY0543* NAD 83(1986)-  39 29 50.     (N)    082 42 09.     (W)     SCALED    
 JY0543* NAVD 88     -       238.188  (meters)     781.46   (feet)  ADJUSTED  
 JY0543  ___________________________________________________________________
 JY0543  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JY0543  DYNAMIC HT  -         238.045 (meters)     780.99  (feet)  COMP
 JY0543  MODELED GRAV-     980,020.8   (mgal)                       NAVD 88
 JY0543
 JY0543  VERT ORDER  -  SECOND    CLASS 0
 JY0543
 JY0543.The horizontal coordinates were scaled from a topographic map and have
 JY0543.an estimated accuracy of +/- 6 seconds.
 JY0543
 JY0543.The orthometric height was determined by differential leveling
 JY0543.and adjusted by the National Geodetic Survey in June 1991..
 JY0543
 JY0543.The geoid height was determined by GEOID03.
 JY0543
 JY0543.The dynamic height is computed by dividing the NAVD 88
 JY0543.geopotential number by the normal gravity value computed on the
 JY0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0543.degrees latitude (g = 980.6199 gals.).
 JY0543
 JY0543.The modeled gravity was interpolated from observed gravity values.
 JY0543
 JY0543;                    North         East    Units  Estimated Accuracy
 JY0543;SPC OH S     -   166,230.      582,580.      MT  (+/- 180 meters Scaled)
 JY0543
 JY0543                          SUPERSEDED SURVEY CONTROL
 JY0543
 JY0543  NGVD 29 (??/??/92)  238.328  (m)          781.91   (f) ADJ UNCH    2 0
 JY0543
 JY0543.Superseded values are not recommended for survey control.
 JY0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0543.See file dsdata.txt to determine how the superseded data were derived.
 JY0543
 JY0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD536733(NAD 83)
 JY0543_MARKER: DD = SURVEY DISK
 JY0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0543_SP_SET: BRIDGE
 JY0543_STAMPING: 782
 JY0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0543
 JY0543  HISTORY     - Date     Condition        Report By
 JY0543  HISTORY     - UNK      MONUMENTED       USGS
 JY0543  HISTORY     - 1936     GOOD             NGS
 JY0543
 JY0543                          STATION DESCRIPTION
 JY0543
 JY0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JY0543'1.9 MI W FROM SOUTH PERRY.
 JY0543'1.9 MILES WEST ALONG STATE HIGHWAY 180 FROM THE POST OFFICE AT
 JY0543'SOUTH PERRY, HOCKING COUNTY, 157 YARDS WEST OF THE INTERSECTION
 JY0543'OF A GRAVEL ROAD, 146 YARDS WEST OF THE NORTHWEST CORNER OF A
 JY0543'HOUSE, AT A CONCRETE BRIDGE, IN THE TOP OF THE WEST END OF THE
 JY0543'WEST WING WALL, 7 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JY0543'5 YARDS NORTH OF A FENCE, AND LEVEL WITH THE HIGHWAY.  A UNITED
 JY0543'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 782.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0502 ***********************************************************************
 LA0502  DESIGNATION -  786
 LA0502  PID         -  LA0502
 LA0502  STATE/COUNTY-  OH/VAN WERT
 LA0502  USGS QUAD   -  VAN WERT (1982)
 LA0502
 LA0502                         *CURRENT SURVEY CONTROL
 LA0502  ___________________________________________________________________
 LA0502* NAD 83(1986)-  40 52 12.     (N)    084 34 57.     (W)     SCALED    
 LA0502* NAVD 88     -       239.152  (meters)     784.62   (feet)  ADJUSTED  
 LA0502  ___________________________________________________________________
 LA0502  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 LA0502  DYNAMIC HT  -         239.045 (meters)     784.27  (feet)  COMP
 LA0502  MODELED GRAV-     980,170.7   (mgal)                       NAVD 88
 LA0502
 LA0502  VERT ORDER  -  SECOND    CLASS 0
 LA0502
 LA0502.The horizontal coordinates were scaled from a topographic map and have
 LA0502.an estimated accuracy of +/- 6 seconds.
 LA0502
 LA0502.The orthometric height was determined by differential leveling
 LA0502.and adjusted by the National Geodetic Survey in June 1991..
 LA0502
 LA0502.The geoid height was determined by GEOID03.
 LA0502
 LA0502.The dynamic height is computed by dividing the NAVD 88
 LA0502.geopotential number by the normal gravity value computed on the
 LA0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0502.degrees latitude (g = 980.6199 gals.).
 LA0502
 LA0502.The modeled gravity was interpolated from observed gravity values.
 LA0502
 LA0502;                    North         East    Units  Estimated Accuracy
 LA0502;SPC OH N     -   135,720.      424,470.      MT  (+/- 180 meters Scaled)
 LA0502
 LA0502                          SUPERSEDED SURVEY CONTROL
 LA0502
 LA0502  NGVD 29 (??/??/92)  239.309  (m)          785.13   (f) ADJ UNCH    2 0
 LA0502
 LA0502.Superseded values are not recommended for survey control.
 LA0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0502.See file dsdata.txt to determine how the superseded data were derived.
 LA0502
 LA0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL037271(NAD 83)
 LA0502_MARKER: P = PIPE CAP
 LA0502_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0502_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LA0502_STAMPING: 786 OHIO
 LA0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0502
 LA0502  HISTORY     - Date     Condition        Report By
 LA0502  HISTORY     - UNK      MONUMENTED       USGS
 LA0502  HISTORY     - 1947     GOOD             NGS
 LA0502
 LA0502                          STATION DESCRIPTION
 LA0502
 LA0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0502'AT VAN WERT.
 LA0502'AT VAN WERT, VAN WERT COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 LA0502'NORTHEAST CORNER OF THE LAWN, 12.5 FEET NORTHEAST OF THE NORTHEAST
 LA0502'CORNER OF THE BUILDING, 46 FEET WEST OF THE CENTERLINE OF THE
 LA0502'STREET EAST OF THE COURTHOUSE, 0.8 FOOT SOUTH OF THE CURB OF THE
 LA0502'STREET AT THE REAR OF THE BUILDING, AND ABOUT 14 INCHES ABOVE THE
 LA0502'LEVEL OF THE STREET.  NOTE-- POST IS SLIGHTLY LOOSE BUT PROBABLY
 LA0502'DOES NOT MOVE ENOUGH TO CHANGE THE ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0417 ***********************************************************************
 JY0417  DESIGNATION -  786
 JY0417  PID         -  JY0417
 JY0417  STATE/COUNTY-  OH/JACKSON
 JY0417  USGS QUAD   -  HAMDEN (1992)
 JY0417
 JY0417                         *CURRENT SURVEY CONTROL
 JY0417  ___________________________________________________________________
 JY0417* NAD 83(1986)-  39 09 28.     (N)    082 34 35.     (W)     SCALED    
 JY0417* NAVD 88     -       239.280  (meters)     785.04   (feet)  ADJUSTED  
 JY0417  ___________________________________________________________________
 JY0417  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JY0417  DYNAMIC HT  -         239.133 (meters)     784.56  (feet)  COMP
 JY0417  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 JY0417
 JY0417  VERT ORDER  -  FIRST     CLASS II
 JY0417
 JY0417.The horizontal coordinates were scaled from a topographic map and have
 JY0417.an estimated accuracy of +/- 6 seconds.
 JY0417
 JY0417.The orthometric height was determined by differential leveling
 JY0417.and adjusted by the National Geodetic Survey in June 1991..
 JY0417
 JY0417.The geoid height was determined by GEOID03.
 JY0417
 JY0417.The dynamic height is computed by dividing the NAVD 88
 JY0417.geopotential number by the normal gravity value computed on the
 JY0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0417.degrees latitude (g = 980.6199 gals.).
 JY0417
 JY0417.The modeled gravity was interpolated from observed gravity values.
 JY0417
 JY0417;                    North         East    Units  Estimated Accuracy
 JY0417;SPC OH S     -   128,530.      593,400.      MT  (+/- 180 meters Scaled)
 JY0417
 JY0417                          SUPERSEDED SURVEY CONTROL
 JY0417
 JY0417  NGVD 29 (??/??/92)  239.451  (m)          785.60   (f) ADJ UNCH    1 2
 JY0417
 JY0417.Superseded values are not recommended for survey control.
 JY0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0417.See file dsdata.txt to determine how the superseded data were derived.
 JY0417
 JY0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD637354(NAD 83)
 JY0417_MARKER: DD = SURVEY DISK
 JY0417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JY0417_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JY0417_STAMPING: 786 OHIO
 JY0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0417
 JY0417  HISTORY     - Date     Condition        Report By
 JY0417  HISTORY     - UNK      MONUMENTED       USGS
 JY0417  HISTORY     - 1935     GOOD             NGS
 JY0417
 JY0417                          STATION DESCRIPTION
 JY0417
 JY0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY0417'2.9 MI W FROM HAMDEN.
 JY0417'IN JACKSON COUNTY, 2.9 MILES WEST ALONG THE BALTIMORE AND OHIO
 JY0417'RAILROAD FROM THE STATION AT HAMDEN, VINTON COUNTY, AT LESMIL,
 JY0417'33 YARDS SOUTHWEST OF THE CENTER OF THE CROSSING OF TWO DIRT
 JY0417'ROAD, 54 FEET SOUTHWEST OF THE CENTER OF A DIRT-ROAD CROSSING,
 JY0417'25.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 44.5 FEET SOUTH OF
 JY0417'THE SOUTH RAIL, 1.2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 JY0417'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.  A UNITED STATES
 JY0417'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 786 OHIO AND RIVETED ON
 JY0417'THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1492 ***********************************************************************
 KY1492  DESIGNATION -  787
 KY1492  PID         -  KY1492
 KY1492  STATE/COUNTY-  OH/COSHOCTON
 KY1492  USGS QUAD   -  RANDLE (1994)
 KY1492
 KY1492                         *CURRENT SURVEY CONTROL
 KY1492  ___________________________________________________________________
 KY1492* NAD 83(1986)-  40 19 37.     (N)    081 57 52.     (W)     SCALED    
 KY1492* NAVD 88     -       239.599  (meters)     786.08   (feet)  ADJUSTED  
 KY1492  ___________________________________________________________________
 KY1492  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KY1492  DYNAMIC HT  -         239.479 (meters)     785.69  (feet)  COMP
 KY1492  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 KY1492
 KY1492  VERT ORDER  -  SECOND    CLASS 0
 KY1492
 KY1492.The horizontal coordinates were scaled from a topographic map and have
 KY1492.an estimated accuracy of +/- 6 seconds.
 KY1492
 KY1492.The orthometric height was determined by differential leveling
 KY1492.and adjusted by the National Geodetic Survey in June 1991..
 KY1492
 KY1492.The geoid height was determined by GEOID03.
 KY1492
 KY1492.The dynamic height is computed by dividing the NAVD 88
 KY1492.geopotential number by the normal gravity value computed on the
 KY1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1492.degrees latitude (g = 980.6199 gals.).
 KY1492
 KY1492.The modeled gravity was interpolated from observed gravity values.
 KY1492
 KY1492;                    North         East    Units  Estimated Accuracy
 KY1492;SPC OH N     -    73,460.      645,520.      MT  (+/- 180 meters Scaled)
 KY1492
 KY1492                          SUPERSEDED SURVEY CONTROL
 KY1492
 KY1492  NGVD 29 (??/??/92)  239.809  (m)          786.77   (f) ADJ UNCH    2 0
 KY1492
 KY1492.Superseded values are not recommended for survey control.
 KY1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1492.See file dsdata.txt to determine how the superseded data were derived.
 KY1492
 KY1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME180644(NAD 83)
 KY1492_MARKER: DD = SURVEY DISK
 KY1492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1492_SP_SET: GATEWALL
 KY1492_STAMPING: OHIO 787
 KY1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1492
 KY1492  HISTORY     - Date     Condition        Report By
 KY1492  HISTORY     - UNK      MONUMENTED       USGS
 KY1492  HISTORY     - 1934     GOOD             NGS
 KY1492
 KY1492                          STATION DESCRIPTION
 KY1492
 KY1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1492'2.4 MI E FROM WARSAW JUNCTION.
 KY1492'2.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1492'AT WARSAW JUNCTION, COSHOCTON COUNTY, AT THE SOUTHEAST END
 KY1492'OF SIX MILE DAM OF THE WALHONDING RIVER, 17 FEET NORTHWEST
 KY1492'OF THE NORTHWEST RAIL, IN THE TOP OF THE SLUICE GATE WALL, 10
 KY1492'FEET ABOVE THE CREST OF THE DAM, 2 FEET NORTHWEST OF THE END
 KY1492'OF THE WALL, AND 1/2 FOOT SOUTHEAST OF THE STEEL-RAILING END
 KY1492'POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KY1492'OHIO 787.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0638 ***********************************************************************
 HY0638  DESIGNATION -  79 JJS
 HY0638  PID         -  HY0638
 HY0638  STATE/COUNTY-  OH/LAWRENCE
 HY0638  USGS QUAD   -  HUNTINGTON (1985)
 HY0638
 HY0638                         *CURRENT SURVEY CONTROL
 HY0638  ___________________________________________________________________
 HY0638* NAD 83(1986)-  38 25 59.     (N)    082 25 50.     (W)     SCALED    
 HY0638* NAVD 88     -       168.596  (meters)     553.14   (feet)  ADJUSTED  
 HY0638  ___________________________________________________________________
 HY0638  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HY0638  DYNAMIC HT  -         168.482 (meters)     552.76  (feet)  COMP
 HY0638  MODELED GRAV-     979,953.2   (mgal)                       NAVD 88
 HY0638
 HY0638  VERT ORDER  -  SECOND    CLASS 0
 HY0638
 HY0638.The horizontal coordinates were scaled from a topographic map and have
 HY0638.an estimated accuracy of +/- 6 seconds.
 HY0638
 HY0638.The orthometric height was determined by differential leveling
 HY0638.and adjusted by the National Geodetic Survey in June 1991..
 HY0638
 HY0638.The geoid height was determined by GEOID03.
 HY0638
 HY0638.The dynamic height is computed by dividing the NAVD 88
 HY0638.geopotential number by the normal gravity value computed on the
 HY0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0638.degrees latitude (g = 980.6199 gals.).
 HY0638
 HY0638.The modeled gravity was interpolated from observed gravity values.
 HY0638
 HY0638;                    North         East    Units  Estimated Accuracy
 HY0638;SPC OH S     -    48,080.      606,060.      MT  (+/- 180 meters Scaled)
 HY0638
 HY0638                          SUPERSEDED SURVEY CONTROL
 HY0638
 HY0638  NGVD 29 (??/??/92)  168.778  (m)          553.73   (f) ADJ UNCH    2 0
 HY0638
 HY0638.Superseded values are not recommended for survey control.
 HY0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0638.See file dsdata.txt to determine how the superseded data were derived.
 HY0638
 HY0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC751548(NAD 83)
 HY0638_MARKER: DD = SURVEY DISK
 HY0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0638_STAMPING: 79 JJS 1956 554
 HY0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0638+STABILITY: SURFACE MOTION
 HY0638
 HY0638  HISTORY     - Date     Condition        Report By
 HY0638  HISTORY     - 1956     MONUMENTED       USGS
 HY0638  HISTORY     - 1958     GOOD             NGS
 HY0638
 HY0638                          STATION DESCRIPTION
 HY0638
 HY0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0638'1.6 MI E FROM CHESAPEAKE.
 HY0638'ABOUT 1.55 MILES EAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 HY0638'AT CHESAPEAKE, IN SECTION 27, T 1N, R 16W, ABOUT 134 YARDS WEST
 HY0638'OF THE WEST END OF THE OLD CHESAPEAKE HIGH SCHOOL BUILDING,
 HY0638'AT THE JUNCTION OF A BLACKTOP ROAD NORTH, 8 FEET SOUTH OF THE SOUTH
 HY0638'CURB OF HIGHWAY 7, 28 FEET EAST OF THE EXTENSION OF THE CENTER LINE
 HY0638'OF THE ROAD NORTH, 28 FEET EAST OF THE CENTER LINE OF A GRAVEL
 HY0638'DRIVE TO A WHITE HOUSE SOUTH OF THE HIGHWAY, 6 FEET WEST OF THE
 HY0638'FIRST POWER POLE EAST OF THE DRIVE AND IS IN THE LINE OF THE
 HY0638'POLES, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 HY0638'THE HIGHWAY, A USGS DISK SET IN THE TOP OF A CONCRETE POST
 HY0638'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0026 ***********************************************************************
 MD0026  DESIGNATION -  792
 MD0026  PID         -  MD0026
 MD0026  STATE/COUNTY-  OH/WILLIAMS
 MD0026  USGS QUAD   -  WEST UNITY (1973)
 MD0026
 MD0026                         *CURRENT SURVEY CONTROL
 MD0026  ___________________________________________________________________
 MD0026* NAD 83(1995)-  41 34 59.59054(N)    084 26 02.44410(W)     ADJUSTED  
 MD0026* NAVD 88     -       241.156  (meters)     791.19   (feet)  ADJUSTED  
 MD0026  ___________________________________________________________________
 MD0026  X           -     463,428.525 (meters)                     COMP
 MD0026  Y           -  -4,755,475.729 (meters)                     COMP
 MD0026  Z           -   4,211,227.441 (meters)                     COMP
 MD0026  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 MD0026  ELLIP HEIGHT-         206.77  (meters)          (10/07/05) GPS OBS
 MD0026  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 MD0026  DYNAMIC HT  -         241.065 (meters)     790.89  (feet)  COMP
 MD0026  MODELED GRAV-     980,237.2   (mgal)                       NAVD 88
 MD0026
 MD0026  HORZ ORDER  -  FIRST
 MD0026  VERT ORDER  -  SECOND    CLASS 0
 MD0026  ELLP ORDER  -  FOURTH    CLASS I
 MD0026
 MD0026.The horizontal coordinates were established by GPS observations
 MD0026.and adjusted by the National Geodetic Survey in April 1998..
 MD0026
 MD0026.The orthometric height was determined by differential leveling
 MD0026.and adjusted by the National Geodetic Survey in June 1991..
 MD0026.WARNING-GPS observations at this control monument resulted in a GPS
 MD0026.derived orthometric height which differed from the leveled height by
 MD0026.more than one decimeter (0.1 meter).
 MD0026
 MD0026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0026
 MD0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0026
 MD0026.The ellipsoidal height was determined by GPS observations
 MD0026.and is referenced to NAD 83.
 MD0026
 MD0026.The geoid height was determined by GEOID03.
 MD0026
 MD0026.The dynamic height is computed by dividing the NAVD 88
 MD0026.geopotential number by the normal gravity value computed on the
 MD0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0026.degrees latitude (g = 980.6199 gals.).
 MD0026
 MD0026.The modeled gravity was interpolated from observed gravity values.
 MD0026
 MD0026;                    North         East     Units Scale Factor Converg.
 MD0026;SPC OH N     -   214,618.082   438,740.798   MT  0.99997957   -1 16 14.0
 MD0026;UTM  16      - 4,606,683.364   713,898.688   MT  1.00016307   +1 42 13.4
 MD0026
 MD0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0026!SPC OH N     -   0.99996757  x   0.99997957  =   0.99994714
 MD0026!UTM  16      -   0.99996757  x   1.00016307  =   1.00013063
 MD0026
 MD0026                          SUPERSEDED SURVEY CONTROL
 MD0026
 MD0026  ELLIP H (04/01/98)  206.83   (m)                       GP(       ) 4 1
 MD0026  NAD 83(1995)-  41 34 59.59050(N)    084 26 02.44403(W) AD(       ) 1
 MD0026  NAD 83(1986)-  41 34 59.59735(N)    084 26 02.45936(W) AD(       ) 1
 MD0026  NGVD 29 (??/??/92)  241.304  (m)          791.68   (f) ADJ UNCH    2 0
 MD0026
 MD0026.Superseded values are not recommended for survey control.
 MD0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0026.See file dsdata.txt to determine how the superseded data were derived.
 MD0026
 MD0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1389906683(NAD 83)
 MD0026_MARKER: DB = BENCH MARK DISK
 MD0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MD0026_STAMPING: OHIO 792
 MD0026_MARK LOGO: USGS  
 MD0026_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0026+STABILITY: SURFACE MOTION
 MD0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0026+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2001
 MD0026
 MD0026  HISTORY     - Date     Condition        Report By
 MD0026  HISTORY     - UNK      MONUMENTED       USGS
 MD0026  HISTORY     - 1934     GOOD             NGS
 MD0026  HISTORY     - 19960130 GOOD             WOOLPT
 MD0026  HISTORY     - 20010117 GOOD             LOCENG
 MD0026
 MD0026                          STATION DESCRIPTION
 MD0026
 MD0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD0026'AT WEST UNITY.
 MD0026'AT WEST UNITY, WILLIAMS COUNTY, ON THE WABASH RAILROAD, 33 YARDS
 MD0026'WEST OF THE NORTHWEST CORNER OF THE STATION, AT A ROAD CROSSING,
 MD0026'15 YARDS NORTH OF THE NORTH RAIL, 15 YARDS EAST OF THE CENTERLINE
 MD0026'OF THE BITUMINOUS ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE
 MD0026'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 MD0026'OHIO 792 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 MD0026
 MD0026                          STATION RECOVERY (1996)
 MD0026
 MD0026'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BS)
 MD0026'RECOVERED AS DESCRIBED.
 MD0026
 MD0026                          STATION RECOVERY (2001)
 MD0026
 MD0026'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 MD0026'RAILROAD TRACKS ARE NOW GONE. MARKER IS ABOUT 3 METERS EAST-SOUTHEAST
 MD0026'OF A UTILITY POLE, 14 METERS EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 MD0026'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1472 ***********************************************************************
 KY1472  DESIGNATION -  793
 KY1472  PID         -  KY1472
 KY1472  STATE/COUNTY-  OH/COSHOCTON
 KY1472  USGS QUAD   -  RANDLE (1994)
 KY1472
 KY1472                         *CURRENT SURVEY CONTROL
 KY1472  ___________________________________________________________________
 KY1472* NAD 83(1986)-  40 22 04.     (N)    081 59 05.     (W)     SCALED    
 KY1472* NAVD 88     -       241.411  (meters)     792.03   (feet)  ADJUSTED  
 KY1472  ___________________________________________________________________
 KY1472  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KY1472  DYNAMIC HT  -         241.291 (meters)     791.64  (feet)  COMP
 KY1472  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 KY1472
 KY1472  VERT ORDER  -  SECOND    CLASS 0
 KY1472
 KY1472.The horizontal coordinates were scaled from a topographic map and have
 KY1472.an estimated accuracy of +/- 6 seconds.
 KY1472
 KY1472.The orthometric height was determined by differential leveling
 KY1472.and adjusted by the National Geodetic Survey in June 1991..
 KY1472
 KY1472.The geoid height was determined by GEOID03.
 KY1472
 KY1472.The dynamic height is computed by dividing the NAVD 88
 KY1472.geopotential number by the normal gravity value computed on the
 KY1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1472.degrees latitude (g = 980.6199 gals.).
 KY1472
 KY1472.The modeled gravity was interpolated from observed gravity values.
 KY1472
 KY1472;                    North         East    Units  Estimated Accuracy
 KY1472;SPC OH N     -    77,990.      643,770.      MT  (+/- 180 meters Scaled)
 KY1472
 KY1472                          SUPERSEDED SURVEY CONTROL
 KY1472
 KY1472  NGVD 29 (??/??/92)  241.620  (m)          792.71   (f) ADJ UNCH    2 0
 KY1472
 KY1472.Superseded values are not recommended for survey control.
 KY1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1472.See file dsdata.txt to determine how the superseded data were derived.
 KY1472
 KY1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME163690(NAD 83)
 KY1472_MARKER: P = PIPE CAP
 KY1472_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY1472_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KY1472_STAMPING: OHIO 793
 KY1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1472
 KY1472  HISTORY     - Date     Condition        Report By
 KY1472  HISTORY     - UNK      MONUMENTED       USGS
 KY1472  HISTORY     - 1934     GOOD             NGS
 KY1472
 KY1472                          STATION DESCRIPTION
 KY1472
 KY1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1472'AT METHAM.
 KY1472'AT METHAM, COSHOCTON COUNTY, 0.1 MILE NORTH OF THE PENNSYLVANIA
 KY1472'RAILROAD STATION, AT A GRAVEL-ROAD CROSSING, 42 FEET NORTHEAST
 KY1472'OF THE NORTHEAST RAIL, 28 FEET EAST OF THE CENTERLINE OF STATE
 KY1472'HIGHWAY 234, 18 FEET NORTH OF THE CENTERLINE OF THE ROAD, 4.4
 KY1472'FEET SOUTH OF A FENCE CORNER, 1.5 FEET SOUTHEAST OF A HIGHWAY
 KY1472'MARKER, AND ABOUT 2 INCHES ABOVE THE GROUND.  A UNITED STATES
 KY1472'GEOLOGICAL SURVEY STANDARD CAP, STAMPED OHIO 793 AND RIVETED
 KY1472'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1475 ***********************************************************************
 KY1475  DESIGNATION -  794
 KY1475  PID         -  KY1475
 KY1475  STATE/COUNTY-  OH/COSHOCTON
 KY1475  USGS QUAD   -  RANDLE (1994)
 KY1475
 KY1475                         *CURRENT SURVEY CONTROL
 KY1475  ___________________________________________________________________
 KY1475* NAD 83(1986)-  40 20 30.     (N)    081 57 35.     (W)     SCALED    
 KY1475* NAVD 88     -       241.804  (meters)     793.32   (feet)  ADJUSTED  
 KY1475  ___________________________________________________________________
 KY1475  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KY1475  DYNAMIC HT  -         241.684 (meters)     792.92  (feet)  COMP
 KY1475  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 KY1475
 KY1475  VERT ORDER  -  SECOND    CLASS 0
 KY1475
 KY1475.The horizontal coordinates were scaled from a topographic map and have
 KY1475.an estimated accuracy of +/- 6 seconds.
 KY1475
 KY1475.The orthometric height was determined by differential leveling
 KY1475.and adjusted by the National Geodetic Survey in June 1991..
 KY1475
 KY1475.The geoid height was determined by GEOID03.
 KY1475
 KY1475.The dynamic height is computed by dividing the NAVD 88
 KY1475.geopotential number by the normal gravity value computed on the
 KY1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1475.degrees latitude (g = 980.6199 gals.).
 KY1475
 KY1475.The modeled gravity was interpolated from observed gravity values.
 KY1475
 KY1475;                    North         East    Units  Estimated Accuracy
 KY1475;SPC OH N     -    75,100.      645,910.      MT  (+/- 180 meters Scaled)
 KY1475
 KY1475                          SUPERSEDED SURVEY CONTROL
 KY1475
 KY1475  NGVD 29 (??/??/92)  242.013  (m)          794.00   (f) ADJ UNCH    2 0
 KY1475
 KY1475.Superseded values are not recommended for survey control.
 KY1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1475.See file dsdata.txt to determine how the superseded data were derived.
 KY1475
 KY1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME184661(NAD 83)
 KY1475_MARKER: P = PIPE CAP
 KY1475_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY1475_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KY1475_STAMPING: OHIO 794
 KY1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1475
 KY1475  HISTORY     - Date     Condition        Report By
 KY1475  HISTORY     - UNK      MONUMENTED       USGS
 KY1475  HISTORY     - 1934     GOOD             NGS
 KY1475
 KY1475                          STATION DESCRIPTION
 KY1475
 KY1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1475'2.6 MI E FROM WARSAW.
 KY1475'2.6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1475'AT WARSAW, COSHOCTON COUNTY, 0.3 MILE NORTH OF U.S. HIGHWAY 36,
 KY1475'120 FEET SOUTHEAST OF THE W.H. DARLING HOUSE, AT A ROAD CROSSING,
 KY1475'57 FEET NORTH OF THE CENTERLINE OF THE ROAD, 31 FEET NORTHWEST
 KY1475'OF THE NORTHWEST RAIL, 38 FEET SOUTHWEST OF BENCH MARK F 32,
 KY1475'DESCRIBED ABOVE, 29 FEET SOUTH OF A FENCE CORNER, 15 FEET WEST
 KY1475'OF THE CENTERLINE OF STATE HIGHWAY 234, AND 4 FEET EAST OF THE
 KY1475'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 KY1475'OHIO 794 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 KY1475'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1467 ***********************************************************************
 KY1467  DESIGNATION -  795
 KY1467  PID         -  KY1467
 KY1467  STATE/COUNTY-  OH/COSHOCTON
 KY1467  USGS QUAD   -  KILLBUCK (1994)
 KY1467
 KY1467                         *CURRENT SURVEY CONTROL
 KY1467  ___________________________________________________________________
 KY1467* NAD 83(1986)-  40 25 20.     (N)    081 57 32.     (W)     SCALED    
 KY1467* NAVD 88     -       241.967  (meters)     793.85   (feet)  ADJUSTED  
 KY1467  ___________________________________________________________________
 KY1467  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KY1467  DYNAMIC HT  -         241.848 (meters)     793.46  (feet)  COMP
 KY1467  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 KY1467
 KY1467  VERT ORDER  -  SECOND    CLASS 0
 KY1467
 KY1467.The horizontal coordinates were scaled from a topographic map and have
 KY1467.an estimated accuracy of +/- 6 seconds.
 KY1467
 KY1467.The orthometric height was determined by differential leveling
 KY1467.and adjusted by the National Geodetic Survey in June 1991..
 KY1467
 KY1467.The geoid height was determined by GEOID03.
 KY1467
 KY1467.The dynamic height is computed by dividing the NAVD 88
 KY1467.geopotential number by the normal gravity value computed on the
 KY1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1467.degrees latitude (g = 980.6199 gals.).
 KY1467
 KY1467.The modeled gravity was interpolated from observed gravity values.
 KY1467
 KY1467;                    North         East    Units  Estimated Accuracy
 KY1467;SPC OH N     -    84,050.      645,920.      MT  (+/- 180 meters Scaled)
 KY1467
 KY1467                          SUPERSEDED SURVEY CONTROL
 KY1467
 KY1467  NGVD 29 (??/??/92)  242.177  (m)          794.54   (f) ADJ UNCH    2 0
 KY1467
 KY1467.Superseded values are not recommended for survey control.
 KY1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1467.See file dsdata.txt to determine how the superseded data were derived.
 KY1467
 KY1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME186750(NAD 83)
 KY1467_MARKER: P = PIPE CAP
 KY1467_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY1467_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KY1467_STAMPING: 795 OHIO
 KY1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1467
 KY1467  HISTORY     - Date     Condition        Report By
 KY1467  HISTORY     - UNK      MONUMENTED       USGS
 KY1467  HISTORY     - 1934     GOOD             NGS
 KY1467
 KY1467                          STATION DESCRIPTION
 KY1467
 KY1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1467'1.2 MI S FROM LAYLAND.
 KY1467'1.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1467'STATION AT LAYLAND, COSHOCTON COUNTY, 220 YRDS SOUTH OF THE
 KY1467'LAYLAND SAND CO. ELEVATOR, 50 FEET SOUTHWEST OF MILEPOST K 6 T
 KY1467'27, AT THE EDGE OF A LARGE BANK AND WOODS, 33 FEET WEST OF THE
 KY1467'WEST RAIL, BETWEEN TWO LARGE ROCKS ABOUT 25 FEET APART, AND ABOUT
 KY1467'6 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 KY1467'STANDARD CAP, STAMPED 795 OHIO AND RIVETED ON THE TOP OF A
 KY1467'3-1/2-INCH IRON PIPE PROJECTING 14 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0522 ***********************************************************************
 JY0522  DESIGNATION -  796
 JY0522  PID         -  JY0522
 JY0522  STATE/COUNTY-  OH/ROSS
 JY0522  USGS QUAD   -  KINGSTON (1992)
 JY0522
 JY0522                         *CURRENT SURVEY CONTROL
 JY0522  ___________________________________________________________________
 JY0522* NAD 83(1986)-  39 28 22.     (N)    082 54 39.     (W)     SCALED    
 JY0522* NAVD 88     -       242.620  (meters)     796.00   (feet)  ADJUSTED  
 JY0522  ___________________________________________________________________
 JY0522  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JY0522  DYNAMIC HT  -         242.474 (meters)     795.52  (feet)  COMP
 JY0522  MODELED GRAV-     980,017.9   (mgal)                       NAVD 88
 JY0522
 JY0522  VERT ORDER  -  FIRST     CLASS I
 JY0522
 JY0522.The horizontal coordinates were scaled from a topographic map and have
 JY0522.an estimated accuracy of +/- 6 seconds.
 JY0522
 JY0522.The orthometric height was determined by differential leveling
 JY0522.and adjusted by the National Geodetic Survey in June 1991..
 JY0522
 JY0522.The geoid height was determined by GEOID03.
 JY0522
 JY0522.The dynamic height is computed by dividing the NAVD 88
 JY0522.geopotential number by the normal gravity value computed on the
 JY0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0522.degrees latitude (g = 980.6199 gals.).
 JY0522
 JY0522.The modeled gravity was interpolated from observed gravity values.
 JY0522
 JY0522;                    North         East    Units  Estimated Accuracy
 JY0522;SPC OH S     -   163,580.      564,650.      MT  (+/- 180 meters Scaled)
 JY0522
 JY0522                          SUPERSEDED SURVEY CONTROL
 JY0522
 JY0522  NGVD 29 (??/??/92)  242.775  (m)          796.50   (f) ADJ UNCH    1 1
 JY0522
 JY0522.Superseded values are not recommended for survey control.
 JY0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0522.See file dsdata.txt to determine how the superseded data were derived.
 JY0522
 JY0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD356709(NAD 83)
 JY0522_MARKER: DD = SURVEY DISK
 JY0522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0522_SP_SET: FOUNDATION
 JY0522_STAMPING: 796
 JY0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0522
 JY0522  HISTORY     - Date     Condition        Report By
 JY0522  HISTORY     - UNK      MONUMENTED       USGS
 JY0522  HISTORY     - 1954     GOOD             NGS
 JY0522  HISTORY     - 1967     GOOD             NGS
 JY0522
 JY0522                          STATION DESCRIPTION
 JY0522
 JY0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0522'AT KINGSTON.
 JY0522'AT KINGSTON, IN THE EAST ANGLE OF INTERSECTION OF MAIN AND
 JY0522'PICKAWAY STREETS, SET VERTICALLY IN THE SOUTHWEST FACE OF
 JY0522'FOUNDATION OF FIRST NATIONAL BANK OF KINGSTON, 0.7 FOOT SOUTHEAST
 JY0522'OF WEST CORNER OF BUILDING AND ABOUT 1 FOOT ABOVE LEVEL OF
 JY0522'SIDE WALK.
 JY0522
 JY0522                          STATION RECOVERY (1967)
 JY0522
 JY0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1493 ***********************************************************************
 KY1493  DESIGNATION -  797
 KY1493  PID         -  KY1493
 KY1493  STATE/COUNTY-  OH/COSHOCTON
 KY1493  USGS QUAD   -  RANDLE (1994)
 KY1493
 KY1493                         *CURRENT SURVEY CONTROL
 KY1493  ___________________________________________________________________
 KY1493* NAD 83(1986)-  40 19 29.     (N)    081 58 51.     (W)     SCALED    
 KY1493* NAVD 88     -       242.801  (meters)     796.59   (feet)  ADJUSTED  
 KY1493  ___________________________________________________________________
 KY1493  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KY1493  DYNAMIC HT  -         242.679 (meters)     796.19  (feet)  COMP
 KY1493  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 KY1493
 KY1493  VERT ORDER  -  SECOND    CLASS 0
 KY1493
 KY1493.The horizontal coordinates were scaled from a topographic map and have
 KY1493.an estimated accuracy of +/- 6 seconds.
 KY1493
 KY1493.The orthometric height was determined by differential leveling
 KY1493.and adjusted by the National Geodetic Survey in June 1991..
 KY1493
 KY1493.The geoid height was determined by GEOID03.
 KY1493
 KY1493.The dynamic height is computed by dividing the NAVD 88
 KY1493.geopotential number by the normal gravity value computed on the
 KY1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1493.degrees latitude (g = 980.6199 gals.).
 KY1493
 KY1493.The modeled gravity was interpolated from observed gravity values.
 KY1493
 KY1493;                    North         East    Units  Estimated Accuracy
 KY1493;SPC OH N     -    73,210.      644,120.      MT  (+/- 180 meters Scaled)
 KY1493
 KY1493                          SUPERSEDED SURVEY CONTROL
 KY1493
 KY1493  NGVD 29 (??/??/92)  243.009  (m)          797.27   (f) ADJ UNCH    2 0
 KY1493
 KY1493.Superseded values are not recommended for survey control.
 KY1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1493.See file dsdata.txt to determine how the superseded data were derived.
 KY1493
 KY1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME166642(NAD 83)
 KY1493_MARKER: Q = CHISELED SQUARE
 KY1493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1493_SP_SET: BRIDGE
 KY1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1493
 KY1493  HISTORY     - Date     Condition        Report By
 KY1493  HISTORY     - UNK      MONUMENTED       USGS
 KY1493  HISTORY     - 1934     GOOD             NGS
 KY1493
 KY1493                          STATION DESCRIPTION
 KY1493
 KY1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1493'1.4 MI E FROM WARSAW JUNCTION.
 KY1493'1.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1493'AT WARSAW JUNCTION, COSHOCTON COUNTY, 8-1/2 RAILS SOUTHEAST
 KY1493'OF MILEPOST C 8, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 KY1493'ABUTMENT OF BRIDGE 7+93 OVER A COUNTY DIRT ROAD, 7 FEET
 KY1493'SOUTHWEST OF THE SOUTHWEST RAIL, AND 8 INCHES FROM THE SOUTHWEST
 KY1493'CORNER OF THE STONE.  A 2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1477 ***********************************************************************
 KZ1477  DESIGNATION -  798
 KZ1477  PID         -  KZ1477
 KZ1477  STATE/COUNTY-  OH/WYANDOT
 KZ1477  USGS QUAD   -  MC CUTCHENVILLE (1971)
 KZ1477
 KZ1477                         *CURRENT SURVEY CONTROL
 KZ1477  ___________________________________________________________________
 KZ1477* NAD 83(1986)-  40 55 28.     (N)    083 20 59.     (W)     SCALED    
 KZ1477* NAVD 88     -       243.109  (meters)     797.60   (feet)  ADJUSTED  
 KZ1477  ___________________________________________________________________
 KZ1477  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 KZ1477  DYNAMIC HT  -         242.994 (meters)     797.22  (feet)  COMP
 KZ1477  MODELED GRAV-     980,146.7   (mgal)                       NAVD 88
 KZ1477
 KZ1477  VERT ORDER  -  SECOND    CLASS 0
 KZ1477
 KZ1477.The horizontal coordinates were scaled from a topographic map and have
 KZ1477.an estimated accuracy of +/- 6 seconds.
 KZ1477
 KZ1477.The orthometric height was determined by differential leveling
 KZ1477.and adjusted by the National Geodetic Survey in June 1991..
 KZ1477
 KZ1477.The geoid height was determined by GEOID03.
 KZ1477
 KZ1477.The dynamic height is computed by dividing the NAVD 88
 KZ1477.geopotential number by the normal gravity value computed on the
 KZ1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1477.degrees latitude (g = 980.6199 gals.).
 KZ1477
 KZ1477.The modeled gravity was interpolated from observed gravity values.
 KZ1477
 KZ1477;                    North         East    Units  Estimated Accuracy
 KZ1477;SPC OH N     -   140,020.      528,430.      MT  (+/- 180 meters Scaled)
 KZ1477
 KZ1477                          SUPERSEDED SURVEY CONTROL
 KZ1477
 KZ1477  NGVD 29 (??/??/92)  243.237  (m)          798.02   (f) ADJ UNCH    2 0
 KZ1477
 KZ1477.Superseded values are not recommended for survey control.
 KZ1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1477.See file dsdata.txt to determine how the superseded data were derived.
 KZ1477
 KZ1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF021330(NAD 83)
 KZ1477_MARKER: S = SPIKE
 KZ1477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1477_SP_SET: TREE
 KZ1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1477
 KZ1477  HISTORY     - Date     Condition        Report By
 KZ1477  HISTORY     - UNK      MONUMENTED       OHHD
 KZ1477  HISTORY     - 1936     GOOD             NGS
 KZ1477
 KZ1477                          STATION DESCRIPTION
 KZ1477
 KZ1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1477'3 MI S FROM CAREY.
 KZ1477'3.0 MILES SOUTH ALONG U.S. HIGHWAY 23 FROM THE CHESAPEAKE AND
 KZ1477'OHIO RAILWAY STATION AT CAREY, WYANDOT COUNTY, 210 YARDS NORTH
 KZ1477'OF A CONCRETE BRIDGE OVER TYMOCHTEE CREEK, 35 FEET WEST OF THE
 KZ1477'CENTERLINE OF THE HIGHWAY, 1.6 FEET WEST OF THE FENCE, AND IN THE
 KZ1477'EAST SIDE OF THE BASE OF A 48-INCH OAK TREE.  TWO IRON SPIKES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0978 ***********************************************************************
 JY0978  DESIGNATION -  798
 JY0978  PID         -  JY0978
 JY0978  STATE/COUNTY-  OH/ROSS
 JY0978  USGS QUAD   -  SOUTH SALEM (1985)
 JY0978
 JY0978                         *CURRENT SURVEY CONTROL
 JY0978  ___________________________________________________________________
 JY0978* NAD 83(1986)-  39 16 39.     (N)    083 18 51.     (W)     SCALED    
 JY0978* NAVD 88     -       243.129  (meters)     797.67   (feet)  ADJUSTED  
 JY0978  ___________________________________________________________________
 JY0978  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JY0978  DYNAMIC HT  -         242.986 (meters)     797.20  (feet)  COMP
 JY0978  MODELED GRAV-     980,035.3   (mgal)                       NAVD 88
 JY0978
 JY0978  VERT ORDER  -  SECOND    CLASS 0
 JY0978
 JY0978.The horizontal coordinates were scaled from a topographic map and have
 JY0978.an estimated accuracy of +/- 6 seconds.
 JY0978
 JY0978.The orthometric height was determined by differential leveling
 JY0978.and adjusted by the National Geodetic Survey in June 1991..
 JY0978
 JY0978.The geoid height was determined by GEOID03.
 JY0978
 JY0978.The dynamic height is computed by dividing the NAVD 88
 JY0978.geopotential number by the normal gravity value computed on the
 JY0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0978.degrees latitude (g = 980.6199 gals.).
 JY0978
 JY0978.The modeled gravity was interpolated from observed gravity values.
 JY0978
 JY0978;                    North         East    Units  Estimated Accuracy
 JY0978;SPC OH S     -   142,140.      529,750.      MT  (+/- 180 meters Scaled)
 JY0978
 JY0978                          SUPERSEDED SURVEY CONTROL
 JY0978
 JY0978  NGVD 29 (??/??/92)  243.304  (m)          798.24   (f) ADJ UNCH    2 0
 JY0978
 JY0978.Superseded values are not recommended for survey control.
 JY0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0978.See file dsdata.txt to determine how the superseded data were derived.
 JY0978
 JY0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD003501(NAD 83)
 JY0978_MARKER: R = RIVET
 JY0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0978_STAMPING: 798 1914
 JY0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0978+STABILITY: SURFACE MOTION
 JY0978
 JY0978  HISTORY     - Date     Condition        Report By
 JY0978  HISTORY     - 1914     MONUMENTED       USGS
 JY0978  HISTORY     - 1934     GOOD             NGS
 JY0978
 JY0978                          STATION DESCRIPTION
 JY0978
 JY0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY0978'AT HUMBOLDT.
 JY0978'AT HUMBOLDT, ROSS COUNTY, ON THE DETROIT, TOLEDO AND IRONTON
 JY0978'RAILROAD, 20-1/2 YARDS NORTH OF THE NORTHEAST CORNER OF THE POST
 JY0978'OFFICE, IN LINE WITH THE SOUTH SIDE OF THE TOWNSHIP HOUSE, 1-1/2
 JY0978'YARDS EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 6 YARDS WEST
 JY0978'OF THE CENTERLINE OF STATE HIGHWAY 41, AND ONE FOOT LOWER THAN
 JY0978'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 JY0978'STAMPED 798 1914 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 JY0978'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6776 ***********************************************************************
 AI6776  DESIGNATION -  7A
 AI6776  PID         -  AI6776
 AI6776  STATE/COUNTY-  OH/CLINTON
 AI6776  USGS QUAD   -  NEW VIENNA (1960)
 AI6776
 AI6776                         *CURRENT SURVEY CONTROL
 AI6776  ___________________________________________________________________
 AI6776* NAD 83(1995)-  39 20 21.59754(N)    083 40 02.80763(W)     ADJUSTED  
 AI6776* NAVD 88     -       350.9    (meters)    1151.     (feet)  GPS OBS   
 AI6776  ___________________________________________________________________
 AI6776  X           -     544,852.816 (meters)                     COMP
 AI6776  Y           -  -4,909,638.682 (meters)                     COMP
 AI6776  Z           -   4,021,725.259 (meters)                     COMP
 AI6776  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 AI6776  ELLIP HEIGHT-         318.27  (meters)          (10/07/05) GPS OBS
 AI6776  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AI6776
 AI6776  HORZ ORDER  -  FIRST
 AI6776  ELLP ORDER  -  THIRD     CLASS II
 AI6776
 AI6776.The horizontal coordinates were established by GPS observations
 AI6776.and adjusted by the National Geodetic Survey in August 2000..
 AI6776
 AI6776.The orthometric height was determined by GPS observations and a
 AI6776.high-resolution geoid model.
 AI6776
 AI6776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6776
 AI6776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6776
 AI6776.The ellipsoidal height was determined by GPS observations
 AI6776.and is referenced to NAD 83.
 AI6776
 AI6776.The geoid height was determined by GEOID03.
 AI6776
 AI6776;                    North         East     Units Scale Factor Converg.
 AI6776;SPC OH S     -   149,334.104   499,362.357   MT  0.99993622   -0 44 26.8
 AI6776;UTM  17      - 4,357,827.402   270,111.972   MT  1.00025075   -1 41 30.0
 AI6776
 AI6776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6776!SPC OH S     -   0.99995007  x   0.99993622  =   0.99988629
 AI6776!UTM  17      -   0.99995007  x   1.00025075  =   1.00020081
 AI6776
 AI6776|---------------------------------------------------------------------|
 AI6776| PID    Reference Object                     Distance      Geod. Az  |
 AI6776|                                                           dddmmss.s |
 AI6776| AI6746 7                                   316.019 METERS 27238     |
 AI6776|---------------------------------------------------------------------|
 AI6776
 AI6776                          SUPERSEDED SURVEY CONTROL
 AI6776
 AI6776  ELLIP H (08/02/00)  318.28   (m)                       GP(       ) 3 2
 AI6776
 AI6776.Superseded values are not recommended for survey control.
 AI6776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6776.See file dsdata.txt to determine how the superseded data were derived.
 AI6776
 AI6776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7011257827(NAD 83)
 AI6776_MARKER: DD = SURVEY DISK
 AI6776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6776_STAMPING: GPS 7A 2000
 AI6776_MARK LOGO: OH-027
 AI6776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6776+STABILITY: SURFACE MOTION
 AI6776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6776+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6776
 AI6776  HISTORY     - Date     Condition        Report By
 AI6776  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6776
 AI6776                          STATION DESCRIPTION
 AI6776
 AI6776'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6776'THE STATION IS LOCATED APPROXIMATELY 11.25 MI (18.10 KM) SOUTHEAST OF
 AI6776'WILMINGTON, APPROXIMATELY 8.0 MI (12.9 KM) NORTH-NORTHWEST OF
 AI6776'HILLSBORO, AND 2.0 MI (3.2 KM) NORTHEAST OF NEW VIENA.  THE STATION IS
 AI6776'APPROXIMATELY 0.4 MI (0.6 KM) EAST OF THE INTERSECTION OF BERNARD ROAD
 AI6776'AND POWELL ROAD AT THE EDGE OF A CULTIVATED FIELD ON THE NORTH SIDE OF
 AI6776'POWELL ROAD.
 AI6776'TO REACH THE STATION FROM THE JUNCTION OF OHIO STATE ROUTE 729 AND
 AI6776'OHIO SATE ROUTE 350/OHIO STATE ROUTE 73, PROCEED SOUTH ON SR350/SR73
 AI6776'APPROXIMATELY 0.4 MI (0.6 KM) TO LEEKA ROAD ON THE LEFT.  TURN LEFT
 AI6776'AND PROCEED EAST ALONG LEEKA ROAD APPROXIMATELY 2.0 MI (3.2 KM) TO THE
 AI6776'STOP SIGN AT BERNARD ROAD.  CROSS BERNARD ROAD ONTO POWELL ROAD AND
 AI6776'CONTINUE EAST APPROXIMATLEY 0.4 MI (0.6 KM) TO THE STATION ON THE
 AI6776'LEFT.
 AI6776'THE STATION IS APPROXIMATELY 118.6 FT (36.1 M) NORTHWEST OF A MAILBOX,
 AI6776'88.0 FT (26.8 M) WEST OF A 24-INCH TREE, AND 9.8 FT (3.0 M) NORTH OF
 AI6776'THE EDGE OF PAVEMENT OF POWELL ROAD.  THE STATION IS A STANDARD
 AI6776'CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND
 AI6776'STAMPED--GPS 7A 2000-RECESSED 0.2 FEET (6.1 CM) BELOW THE SURFACE OF
 AI6776'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9770 ***********************************************************************
 AD9770  SACS        -  This is a Secondary Airport Control Station.
 AD9770  DESIGNATION -  7G8 A
 AD9770  PID         -  AD9770
 AD9770  STATE/COUNTY-  OH/GEAUGA
 AD9770  USGS QUAD   -  MIDDLEFIELD (1994)
 AD9770
 AD9770                         *CURRENT SURVEY CONTROL
 AD9770  ___________________________________________________________________
 AD9770* NAD 83(1995)-  41 26 56.93454(N)    081 03 44.45865(W)     ADJUSTED  
 AD9770* NAVD 88     -       352.06   (meters)    1155.1    (feet)  GPS OBS   
 AD9770  ___________________________________________________________________
 AD9770  X           -     743,854.909 (meters)                     COMP
 AD9770  Y           -  -4,729,821.551 (meters)                     COMP
 AD9770  Z           -   4,200,151.322 (meters)                     COMP
 AD9770  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AD9770  ELLIP HEIGHT-         318.18  (meters)          (10/07/05) GPS OBS
 AD9770  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AD9770
 AD9770  HORZ ORDER  -  FIRST
 AD9770  ELLP ORDER  -  FIFTH     CLASS I
 AD9770
 AD9770.This mark is at Geauga County Airport (7G8)
 AD9770
 AD9770.The horizontal coordinates were established by GPS observations
 AD9770.and adjusted by the National Geodetic Survey in July 1997..
 AD9770
 AD9770.The orthometric height was determined by GPS observations and a
 AD9770.high-resolution geoid model.
 AD9770
 AD9770.GPS derived orthometric heights for airport stations designated as
 AD9770.PACS or SACS are published to 2 decimal places.  This maintains
 AD9770.centimeter relative accuracy between the PACS and SACS.  It does
 AD9770.not indicate centimeter accuracy relative to other marks which are
 AD9770.part of the NAVD 88 network.
 AD9770
 AD9770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9770
 AD9770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9770
 AD9770.The ellipsoidal height was determined by GPS observations
 AD9770.and is referenced to NAD 83.
 AD9770
 AD9770.The geoid height was determined by GEOID03.
 AD9770
 AD9770;                    North         East     Units Scale Factor Converg.
 AD9770;SPC OH N     -   198,930.082   720,122.058   MT  0.99996126   +0 56 40.1
 AD9770;UTM  17      - 4,588,620.630   494,792.059   MT  0.99960033   -0 02 28.6
 AD9770
 AD9770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9770!SPC OH N     -   0.99995010  x   0.99996126  =   0.99991136
 AD9770!UTM  17      -   0.99995010  x   0.99960033  =   0.99955045
 AD9770
 AD9770:                Primary Azimuth Mark                     Grid Az
 AD9770:SPC OH N     -  MIDDPORT                                 279 16 15.0
 AD9770:UTM  17      -  MIDDPORT                                 280 15 23.7
 AD9770
 AD9770|---------------------------------------------------------------------|
 AD9770| PID    Reference Object                     Distance      Geod. Az  |
 AD9770|                                                           dddmmss.s |
 AD9770| MB2992 MIDDPORT                            447.983 METERS 2801255.1 |
 AD9770|---------------------------------------------------------------------|
 AD9770
 AD9770                          SUPERSEDED SURVEY CONTROL
 AD9770
 AD9770  ELLIP H (07/02/97)  318.17   (m)                       GP(       ) 5 1
 AD9770
 AD9770.Superseded values are not recommended for survey control.
 AD9770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9770.See file dsdata.txt to determine how the superseded data were derived.
 AD9770
 AD9770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9479288621(NAD 83)
 AD9770_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9770_STAMPING: 7G8 A 1995
 AD9770_MARK LOGO: NGS   
 AD9770_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9770+STABILITY: SURFACE MOTION
 AD9770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9770+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9770
 AD9770  HISTORY     - Date     Condition        Report By
 AD9770  HISTORY     - 1995     MONUMENTED       NGS
 AD9770
 AD9770                          STATION DESCRIPTION
 AD9770
 AD9770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9770'THE STATION IS LOCATED ABOUT 1.44 KM (0.90 MI) SOUTH OF MIDDLEFIELD,
 AD9770'AT THE GEAUGA COUNTY AIRPORT, IN THE GRASS, JUST NORTH OF A GRAVEL
 AD9770'TRACK ROAD, ABOUT HALF WAY BETWEEN MIDDPORT AND MIDDPORT AZ MK.
 AD9770'OWNERSHIP--GEAUGA COUNTY, MIDDLEFIELD, OH.  44062.  AIRPORT MANAGER
 AD9770'MARK HEWIS, PHONE 216-632-1884.  TO REACH THE STATION FROM THE
 AD9770'JUNCTION OF STATE HIGHWAYS 87 AND 608 IN MIDDLEFIELD, GO SOUTH ON
 AD9770'HIGHWAY 608, 1.44 KM (0.90 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 AD9770'LEFT.  TURN LEFT, EAST, 0.32 KM (0.20 MI) ALONG ENTRANCE ROAD AND TAXI
 AD9770'TO THE STATION ON THE LEFT.  CONTINUE EAST ALONG TAXI, THEN GRAVEL
 AD9770'TRACK ROAD, 0.448 KM (0.25 MI) TO THE STATION ON THE LEFT. STATION IS
 AD9770'50.3 M (165.0 FT) SOUTHEAST OF THE 8TH RUNWAY LIGHT EAST OF THE WEST
 AD9770'END OF THE RUNWAY, 40.6 M (133.2 FT) SOUTH OF THE RUNWAY CENTERLINE,
 AD9770'33.7 M (110.6 FT) SOUTHWEST OF THE 9TH RUNWAY LIGHT EAST OF THE WEST
 AD9770'END OF THE RUNWAY, 5.7 M (18.7 FT) NORTH OF THE TRACK ROAD CENTER, 0.4
 AD9770'M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS 0.2 M (0.7 FT)
 AD9770'BELOW THE LEVEL OF THE TRACK ROAD AND FLUSH WITH THE GROUND SURFACE.
 AD9770'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6102 ***********************************************************************
 AB6102  CBN         -  This is a Cooperative Base Network Control Station.
 AB6102  PACS        -  This is a Primary Airport Control Station.
 AB6102  DESIGNATION -  7I7 A
 AB6102  PID         -  AB6102
 AB6102  STATE/COUNTY-  OH/LOGAN
 AB6102  USGS QUAD   -  RUSHSYLVANIA (1973)
 AB6102
 AB6102                         *CURRENT SURVEY CONTROL
 AB6102  ___________________________________________________________________
 AB6102* NAD 83(1995)-  40 24 28.27909(N)    083 44 34.74613(W)     ADJUSTED  
 AB6102* NAVD 88     -       405.49   (meters)    1330.3    (feet)  GPS OBS   
 AB6102  ___________________________________________________________________
 AB6102  X           -     530,093.967 (meters)                     COMP
 AB6102  Y           -  -4,834,783.566 (meters)                     COMP
 AB6102  Z           -   4,112,814.899 (meters)                     COMP
 AB6102  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AB6102  ELLIP HEIGHT-         371.58  (meters)          (03/08/05) GPS OBS
 AB6102  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AB6102
 AB6102  HORZ ORDER  -  B
 AB6102  ELLP ORDER  -  FOURTH    CLASS II
 AB6102
 AB6102.This mark is at Bellefontaine Municipal Airport (7I7)
 AB6102
 AB6102.The horizontal coordinates were established by GPS observations
 AB6102.and adjusted by the National Geodetic Survey in August 1996..
 AB6102
 AB6102.The orthometric height was determined by GPS observations and a
 AB6102.high-resolution geoid model.
 AB6102
 AB6102.GPS derived orthometric heights for airport stations designated as
 AB6102.PACS or SACS are published to 2 decimal places.  This maintains
 AB6102.centimeter relative accuracy between the PACS and SACS.  It does
 AB6102.not indicate centimeter accuracy relative to other marks which are
 AB6102.part of the NAVD 88 network.
 AB6102
 AB6102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6102
 AB6102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6102
 AB6102.The ellipsoidal height was determined by GPS observations
 AB6102.and is referenced to NAD 83.
 AB6102
 AB6102.The geoid height was determined by GEOID03.
 AB6102
 AB6102;                    North         East     Units Scale Factor Converg.
 AB6102;SPC OH N     -    83,058.734   494,493.959   MT  1.00000498   -0 48 59.7
 AB6102;UTM  17      - 4,476,639.843   267,244.229   MT  1.00026692   -1 46 43.9
 AB6102
 AB6102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6102!SPC OH N     -   0.99994171  x   1.00000498  =   0.99994669
 AB6102!UTM  17      -   0.99994171  x   1.00026692  =   1.00020862
 AB6102
 AB6102                          SUPERSEDED SURVEY CONTROL
 AB6102
 AB6102  ELLIP H (08/20/96)  371.60   (m)                       GP(       ) 4 2
 AB6102
 AB6102.Superseded values are not recommended for survey control.
 AB6102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6102.See file dsdata.txt to determine how the superseded data were derived.
 AB6102
 AB6102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6724476640(NAD 83)
 AB6102_MARKER: I = METAL ROD
 AB6102_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6102_STAMPING: 7I7 A 1995
 AB6102_MARK LOGO: OHDT  
 AB6102_PROJECTION: FLUSH
 AB6102_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6102+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6102_ROD/PIPE-DEPTH: 10.1 meters
 AB6102_SLEEVE-DEPTH  : 0.9 meters
 AB6102
 AB6102  HISTORY     - Date     Condition        Report By
 AB6102  HISTORY     - 1995     MONUMENTED       OHDT
 AB6102
 AB6102                          STATION DESCRIPTION
 AB6102
 AB6102'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CMS)
 AB6102'OWNERSHIP--CITY OF BELLEFONTAINE, AIRPORT MANAGER MICHAEL DUFF, P.O.
 AB6102'BOX 87, BELLEFONTAINE, OHIO, 43311, PHONE 513-593-8210.  TO REACH FROM
 AB6102'THE JUNCTION OF US HIGHWAYS 33 AND 68 (ON THE NORTH SIDE OF
 AB6102'BELLEFONTAINE) , GO NORTHEAST ON HIGHWAY 68 FOR 1.7 MILES (2.7 KM) TO
 AB6102'A RAILROAD CROSSING.  CONTINUE AHEAD FOR 0.7 MILES (1.1 KM) TO A ROAD
 AB6102'(COUNTY ROAD 290) ON THE RIGHT.  TURN RIGHT, EASTERLY FOR 0.4 MILES
 AB6102'(0.6 KM) TO A GATE AND AIRPORT BUILDING ON THE LEFT.  PASS THROUGH
 AB6102'GATE ON ROAD FOR 0.05 MILES (0.08 KM) TO THE TARMAC.  TURN RIGHT,
 AB6102'SOUTHEAST, 131.2 FEET (40.0 M) TO THE RUNWAY.  TURN RIGHT, SOUTHWEST,
 AB6102'FOR 0.37 MILES (0.60 KM) TO THE SOUTHWEST END OF THE RUNWAY.  THE MARK
 AB6102'IS 81.0 FEET (24.7 M) SOUTHEAST OF A RUNWAY END IDENTIFIER LIGHT
 AB6102'(REIL) AND 135.5 FEET (41.3 M) WEST OF A RUNWAY END IDENTIFIER LIGHT
 AB6102'(REIL) .  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 127 MM LOGO
 AB6102'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AB6102'MARK.  THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF
 AB6102'10.1 M (33.1 FT) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2437 ***********************************************************************
 AB2437  DESIGNATION -  8
 AB2437  PID         -  AB2437
 AB2437  STATE/COUNTY-  OH/ATHENS
 AB2437  USGS QUAD   -  ATHENS (1995)
 AB2437
 AB2437                         *CURRENT SURVEY CONTROL
 AB2437  ___________________________________________________________________
 AB2437* NAD 83(1995)-  39 15 12.55007(N)    082 03 10.29234(W)     ADJUSTED  
 AB2437* NAVD 88     -       223.5    (meters)     733.     (feet)  GPS OBS   
 AB2437  ___________________________________________________________________
 AB2437  X           -     683,791.952 (meters)                     COMP
 AB2437  Y           -  -4,898,217.154 (meters)                     COMP
 AB2437  Z           -   4,014,267.613 (meters)                     COMP
 AB2437  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AB2437  ELLIP HEIGHT-         189.31  (meters)          (10/07/05) GPS OBS
 AB2437  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 AB2437
 AB2437  HORZ ORDER  -  FIRST
 AB2437  ELLP ORDER  -  FOURTH    CLASS I
 AB2437
 AB2437.The horizontal coordinates were established by GPS observations
 AB2437.and adjusted by the National Geodetic Survey in April 1998..
 AB2437
 AB2437.The orthometric height was determined by GPS observations and a
 AB2437.high-resolution geoid model.
 AB2437
 AB2437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2437
 AB2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2437
 AB2437.The ellipsoidal height was determined by GPS observations
 AB2437.and is referenced to NAD 83.
 AB2437
 AB2437.The geoid height was determined by GEOID03.
 AB2437
 AB2437;                    North         East     Units Scale Factor Converg.
 AB2437;SPC OH S     -   139,248.905   638,593.100   MT  0.99993850   +0 17 01.4
 AB2437;UTM  17      - 4,345,434.994   409,156.258   MT  0.99970161   -0 39 58.5
 AB2437
 AB2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2437!SPC OH S     -   0.99997030  x   0.99993850  =   0.99990880
 AB2437!UTM  17      -   0.99997030  x   0.99970161  =   0.99967192
 AB2437
 AB2437                          SUPERSEDED SURVEY CONTROL
 AB2437
 AB2437  ELLIP H (04/01/98)  189.33   (m)                       GP(       ) 4 1
 AB2437  NAD 83(1986)-  39 15 12.55270(N)    082 03 10.29668(W) AD(       ) 1
 AB2437
 AB2437.Superseded values are not recommended for survey control.
 AB2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2437.See file dsdata.txt to determine how the superseded data were derived.
 AB2437
 AB2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0915645435(NAD 83)
 AB2437_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2437_STAMPING: 8 1995
 AB2437_MARK LOGO: ATHCE 
 AB2437_PROJECTION: FLUSH
 AB2437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2437+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2437_ROD/PIPE-DEPTH: 1    meters
 AB2437
 AB2437  HISTORY     - Date     Condition        Report By
 AB2437  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2437
 AB2437                          STATION DESCRIPTION
 AB2437
 AB2437'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2437'IN ATHENS COUNTY, OHIO, LODI TOWNSHIP, STATION IS LOCATED IN NORTHEAST
 AB2437'R/W OF S.R.  33 JUST NORTH OF T-64.  LOCATED APPROXIMATELY 8 FT.
 AB2437'NORTHEAST OF A PK SET IN THE NORTHEAST EOP AND 20 FT.NORTH OF A REBAR
 AB2437'WITH GEO ONE CAP SET IN THE NORTHEAST R/W.  STATION IS FLUSH WITH THE
 AB2437'GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE ATHENS CO.  ENG.
 AB2437'OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6884 ***********************************************************************
 AC6884  DESIGNATION -  8
 AC6884  PID         -  AC6884
 AC6884  STATE/COUNTY-  OH/BELMONT
 AC6884  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC6884
 AC6884                         *CURRENT SURVEY CONTROL
 AC6884  ___________________________________________________________________
 AC6884* NAD 83(1995)-  40 04 59.44522(N)    080 53 16.42611(W)     ADJUSTED  
 AC6884* NAVD 88     -       387.0    (meters)    1270.     (feet)  GPS OBS   
 AC6884  ___________________________________________________________________
 AC6884  X           -     773,943.552 (meters)                     COMP
 AC6884  Y           -  -4,825,363.420 (meters)                     COMP
 AC6884  Z           -   4,085,283.725 (meters)                     COMP
 AC6884  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AC6884  ELLIP HEIGHT-         353.16  (meters)          (10/07/05) GPS OBS
 AC6884  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AC6884
 AC6884  HORZ ORDER  -  FIRST
 AC6884  ELLP ORDER  -  FOURTH    CLASS II
 AC6884
 AC6884.The horizontal coordinates were established by GPS observations
 AC6884.and adjusted by the National Geodetic Survey in October 2005..
 AC6884
 AC6884.The orthometric height was determined by GPS observations and a
 AC6884.high-resolution geoid model.
 AC6884
 AC6884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6884
 AC6884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6884
 AC6884.The ellipsoidal height was determined by GPS observations
 AC6884.and is referenced to NAD 83.
 AC6884
 AC6884.The geoid height was determined by GEOID03.
 AC6884
 AC6884;                    North         East     Units Scale Factor Converg.
 AC6884;SPC OH S     -   232,496.125   737,490.688   MT  1.00001024   +1 01 22.5
 AC6884;UTM  17      - 4,436,995.386   509,557.532   MT  0.99960112   +0 04 19.9
 AC6884
 AC6884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6884!SPC OH S     -   0.99994460  x   1.00001024  =   0.99995484
 AC6884!UTM  17      -   0.99994460  x   0.99960112  =   0.99954574
 AC6884
 AC6884                          SUPERSEDED SURVEY CONTROL
 AC6884
 AC6884  NAD 83(1995)-  40 04 59.43744(N)    080 53 16.42715(W) AD(       ) 1
 AC6884  NAD 83(1986)-  40 04 59.44973(N)    080 53 16.43355(W) AD(       ) 1
 AC6884
 AC6884.Superseded values are not recommended for survey control.
 AC6884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6884.See file dsdata.txt to determine how the superseded data were derived.
 AC6884
 AC6884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0955836995(NAD 83)
 AC6884_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6884_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6884_STAMPING: 8 1996
 AC6884_MARK LOGO: OH7200
 AC6884_PROJECTION: FLUSH
 AC6884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6884+STABILITY: SURFACE MOTION
 AC6884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6884+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6884_ROD/PIPE-DEPTH: 1    meters
 AC6884
 AC6884  HISTORY     - Date     Condition        Report By
 AC6884  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6884
 AC6884                          STATION DESCRIPTION
 AC6884
 AC6884'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6884'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6884'STATION IS SET IN THE SOUTH R/W OF E.MAIN ST.  IN FRONT OF THE
 AC6884'INTERSECTION WITH FOREST LAWN AVE.  IN FRONT OF GRIFFEN PARK CHURCH.
 AC6884'ABOUT 123 FT.  (37.5 M) NORTHWEST FROM THE NORTHEAST CORNER OF THE
 AC6884'CHURCH, 82 FT.  (25.0 M) EAST FROM A STREET SIGN AND 46 FT.  (14.0 M)
 AC6884'WEST FROM THE WEST CORNER OF THE CHURCH BILLBOARD.  THE STATION IS
 AC6884'FLUSH WITH THE GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE CITY
 AC6884'OF ST.  CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6747 ***********************************************************************
 AI6747  DESIGNATION -  8
 AI6747  PID         -  AI6747
 AI6747  STATE/COUNTY-  OH/CLINTON
 AI6747  USGS QUAD   -  NEW VIENNA (1960)
 AI6747
 AI6747                         *CURRENT SURVEY CONTROL
 AI6747  ___________________________________________________________________
 AI6747* NAD 83(1995)-  39 20 01.43001(N)    083 40 52.06318(W)     ADJUSTED  
 AI6747* NAVD 88     -       353.7    (meters)    1160.     (feet)  GPS OBS   
 AI6747  ___________________________________________________________________
 AI6747  X           -     543,724.024 (meters)                     COMP
 AI6747  Y           -  -4,910,162.685 (meters)                     COMP
 AI6747  Z           -   4,021,245.980 (meters)                     COMP
 AI6747  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 AI6747  ELLIP HEIGHT-         321.09  (meters)          (10/07/05) GPS OBS
 AI6747  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 AI6747
 AI6747  HORZ ORDER  -  FIRST
 AI6747  ELLP ORDER  -  THIRD     CLASS II
 AI6747
 AI6747.The horizontal coordinates were established by GPS observations
 AI6747.and adjusted by the National Geodetic Survey in August 2000..
 AI6747
 AI6747.The orthometric height was determined by GPS observations and a
 AI6747.high-resolution geoid model.
 AI6747
 AI6747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6747
 AI6747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6747
 AI6747.The ellipsoidal height was determined by GPS observations
 AI6747.and is referenced to NAD 83.
 AI6747
 AI6747.The geoid height was determined by GEOID03.
 AI6747
 AI6747;                    North         East     Units Scale Factor Converg.
 AI6747;SPC OH S     -   148,727.580   498,174.849   MT  0.99993630   -0 44 58.0
 AI6747;UTM  17      - 4,357,240.480   268,914.182   MT  1.00025755   -1 42 00.5
 AI6747
 AI6747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6747!SPC OH S     -   0.99994963  x   0.99993630  =   0.99988593
 AI6747!UTM  17      -   0.99994963  x   1.00025755  =   1.00020716
 AI6747
 AI6747|---------------------------------------------------------------------|
 AI6747| PID    Reference Object                     Distance      Geod. Az  |
 AI6747|                                                           dddmmss.s |
 AI6747| AI6777 8A                                  322.393 METERS 04410     |
 AI6747|---------------------------------------------------------------------|
 AI6747
 AI6747                          SUPERSEDED SURVEY CONTROL
 AI6747
 AI6747.No superseded survey control is available for this station.
 AI6747
 AI6747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6891457240(NAD 83)
 AI6747_MARKER: DD = SURVEY DISK
 AI6747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6747_STAMPING: GPS 8 2000
 AI6747_MARK LOGO: OH-027
 AI6747_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6747+STABILITY: SURFACE MOTION
 AI6747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6747+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6747
 AI6747  HISTORY     - Date     Condition        Report By
 AI6747  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6747
 AI6747                          STATION DESCRIPTION
 AI6747
 AI6747'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6747'THE STATION IS LOCATED APPROXIMATELY 11.0 MI (17.7 KM) SOUTHEAST OF
 AI6747'WILMINGTON, APPROXIMATELY 8.0 MI (12.9 KM) NORTH-NORTHWEST OF
 AI6747'HILLSBORO, AND 0.9 MI (1.4 KM) NORTHEAST OF NEW VIENA.  THE STATION IS
 AI6747'ON THE NORTHWEST SIDE OF BERNARD ROAD NEAR THE FENCELINE OF A
 AI6747'CULTIVATED FIELD.
 AI6747'TO REACH THE STATION FROM THE GREEN TOWNSHIP MEETING HOUSE IN NEW
 AI6747'VIENNA, PROCEED EAST ALONG STATE ROUTE 28 FOR 0.75 MILES (1.21 KM) TO
 AI6747'THE INTERSECTION OF BERNARD ROAD.  PROCEED NORTHEAST ON BERNARD ROAD
 AI6747'FOR APPROXIMATELY 0.9 MI (1.4 KM) TO THE STATION ON THE LEFT.
 AI6747'THE STATION IS APPROXIMATELY 49.8 FT (15.2 M) NORTHWEST OF A POWER
 AI6747'POLE, 51.6 FT (15.7 M) NORTHEAST OF ANOTHER POWER POLE, AND 2.3 FT
 AI6747'(0.7 M) SOUTHEAST OF THE FENCELINE.  THE STATION IS A STANDARD CLINTON
 AI6747'COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS 8
 AI6747'2000--RECESSED 0.2 BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3382 ***********************************************************************
 AE3382  DESIGNATION -  8 1
 AE3382  PID         -  AE3382
 AE3382  STATE/COUNTY-  OH/UNION
 AE3382  USGS QUAD   -  EAST LIBERTY (1982)
 AE3382
 AE3382                         *CURRENT SURVEY CONTROL
 AE3382  ___________________________________________________________________
 AE3382* NAD 83(1995)-  40 16 16.41071(N)    083 32 40.60853(W)     ADJUSTED  
 AE3382* NAVD 88     -       332.0    (meters)    1089.     (feet)  GPS OBS   
 AE3382  ___________________________________________________________________
 AE3382  X           -     547,927.852 (meters)                     COMP
 AE3382  Y           -  -4,842,622.860 (meters)                     COMP
 AE3382  Z           -   4,101,202.791 (meters)                     COMP
 AE3382  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AE3382  ELLIP HEIGHT-         298.35  (meters)          (10/07/05) GPS OBS
 AE3382  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AE3382
 AE3382  HORZ ORDER  -  FIRST
 AE3382  ELLP ORDER  -  THIRD     CLASS I
 AE3382
 AE3382.The horizontal coordinates were established by GPS observations
 AE3382.and adjusted by the National Geodetic Survey in October 1997..
 AE3382
 AE3382.The orthometric height was determined by GPS observations and a
 AE3382.high-resolution geoid model.
 AE3382
 AE3382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3382
 AE3382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3382
 AE3382.The ellipsoidal height was determined by GPS observations
 AE3382.and is referenced to NAD 83.
 AE3382
 AE3382.The geoid height was determined by GEOID03.
 AE3382
 AE3382;                    North         East     Units Scale Factor Converg.
 AE3382;SPC OH N     -    67,667.133   511,149.373   MT  1.00003500   -0 41 10.5
 AE3382;UTM  17      - 4,460,967.993   283,642.541   MT  1.00017627   -1 38 43.8
 AE3382
 AE3382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3382!SPC OH N     -   0.99995320  x   1.00003500  =   0.99998820
 AE3382!UTM  17      -   0.99995320  x   1.00017627  =   1.00012946
 AE3382
 AE3382|---------------------------------------------------------------------|
 AE3382| PID    Reference Object                     Distance      Geod. Az  |
 AE3382|                                                           dddmmss.s |
 AE3382| AE3386 8 1 AZ MK                           305.120 METERS 24448     |
 AE3382|---------------------------------------------------------------------|
 AE3382
 AE3382                          SUPERSEDED SURVEY CONTROL
 AE3382
 AE3382.No superseded survey control is available for this station.
 AE3382
 AE3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8364360968(NAD 83)
 AE3382_MARKER: DD = SURVEY DISK
 AE3382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3382_STAMPING: TWP 8 STATION 1
 AE3382_MARK LOGO: OH-159
 AE3382_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3382+STABILITY: SURFACE MOTION
 AE3382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3382+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 AE3382
 AE3382  HISTORY     - Date     Condition        Report By
 AE3382  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3382  HISTORY     - 20030805 GOOD             WOOLPT
 AE3382
 AE3382                          STATION DESCRIPTION
 AE3382
 AE3382'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3382'20.9 KM (13.00 MI) SOUTHEAST OF BELLEFONTAINE, 15.2 KM (9.45 MI)
 AE3382'NORTHWEST OF MARYSVILLE.  FROM THE INTERSECTION/INTERCHANGE OF STATE
 AE3382'HIGHWAY 33 AND STOKES RD.  PROCEED SOUTHWEST ON STOKES RD.  0.6 KM
 AE3382'(0.35 MI) TO W.  DARBY RD.  CONTINUE SOUTHWEST ON STOKES RD.  0.16 KM
 AE3382'(0.10 MI) TO THE STATION ON THE LEFT.  THE MARKER IS 152.4 M (500.0
 AE3382'FT) SOUTHWEST FROM THE CENTERLINE INTERSECTION OF STOKES AND DARBY
 AE3382'ROADS AND 10.2 M (33.5 FT) SOUTH OF THE CENTERLINE OF STOKES RD.
 AE3382'CONTROL POINT IS FLUSH WITH THE GROUND.
 AE3382
 AE3382                          STATION RECOVERY (2003)
 AE3382
 AE3382'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 AE3382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3386 ***********************************************************************
 AE3386  DESIGNATION -  8 1 AZ MK
 AE3386  PID         -  AE3386
 AE3386  STATE/COUNTY-  OH/UNION
 AE3386  USGS QUAD   -  EAST LIBERTY (1982)
 AE3386
 AE3386                         *CURRENT SURVEY CONTROL
 AE3386  ___________________________________________________________________
 AE3386* NAD 83(1995)-  40 16 12.19924(N)    083 32 52.29395(W)     ADJUSTED  
 AE3386* NAVD 88     -       327.7    (meters)    1075.     (feet)  GPS OBS   
 AE3386  ___________________________________________________________________
 AE3386  X           -     547,662.567 (meters)                     COMP
 AE3386  Y           -  -4,842,734.027 (meters)                     COMP
 AE3386  Z           -   4,101,100.855 (meters)                     COMP
 AE3386  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AE3386  ELLIP HEIGHT-         293.99  (meters)          (10/07/05) GPS OBS
 AE3386  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AE3386
 AE3386  HORZ ORDER  -  FIRST
 AE3386  ELLP ORDER  -  THIRD     CLASS I
 AE3386
 AE3386.The horizontal coordinates were established by GPS observations
 AE3386.and adjusted by the National Geodetic Survey in October 1997..
 AE3386
 AE3386.The orthometric height was determined by GPS observations and a
 AE3386.high-resolution geoid model.
 AE3386
 AE3386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3386
 AE3386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3386
 AE3386.The ellipsoidal height was determined by GPS observations
 AE3386.and is referenced to NAD 83.
 AE3386
 AE3386.The geoid height was determined by GEOID03.
 AE3386
 AE3386;                    North         East     Units Scale Factor Converg.
 AE3386;SPC OH N     -    67,540.549   510,871.738   MT  1.00003528   -0 41 18.2
 AE3386;UTM  17      - 4,460,846.058   283,362.786   MT  1.00017776   -1 38 51.2
 AE3386
 AE3386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3386!SPC OH N     -   0.99995388  x   1.00003528  =   0.99998916
 AE3386!UTM  17      -   0.99995388  x   1.00017776  =   1.00013163
 AE3386
 AE3386|---------------------------------------------------------------------|
 AE3386| PID    Reference Object                     Distance      Geod. Az  |
 AE3386|                                                           dddmmss.s |
 AE3386| AE3382 8 1                                 305.120 METERS 06448     |
 AE3386|---------------------------------------------------------------------|
 AE3386
 AE3386                          SUPERSEDED SURVEY CONTROL
 AE3386
 AE3386.No superseded survey control is available for this station.
 AE3386
 AE3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8336360846(NAD 83)
 AE3386_MARKER: DD = SURVEY DISK
 AE3386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3386_STAMPING: TWP 8 STATION 1A
 AE3386_MARK LOGO: OH-159
 AE3386_PROJECTION: PROJECTING 2 CENTIMETERS
 AE3386_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3386+STABILITY: SURFACE MOTION
 AE3386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3386+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2000
 AE3386
 AE3386  HISTORY     - Date     Condition        Report By
 AE3386  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3386  HISTORY     - 20000707 GOOD             WOOLPT
 AE3386
 AE3386                          STATION DESCRIPTION
 AE3386
 AE3386'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3386'20.9 KM (13.00 MI) SOUTHEAST OF BELLEFONTAINE, 15.2 KM (9.45 MI)
 AE3386'NORTHWEST OF MARYSVILLE.  FORM THE INTERSECTION/INTERCHANGE OF STATE
 AE3386'HIGHWAY 33 AND STOKES RD.  PROCEED SOUTHWEST ON STOKES RD.  FOR 1.1 KM
 AE3386'(0.70 MI) TO THE STATION ON THE LEFT.  MARKER IS 8.2 M (26.9 FT) NORTH
 AE3386'OF STOKES RD., 54.9 M (180.1 FT) WEST OF THE CENTERLINE INTERSECTION
 AE3386'OF STOKES RD.  AND THE DRIVE FOR RESIDENCE NO.  13156 AND 38.1 M
 AE3386'(125.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF FOUNDATION FOR
 AE3386'RESIDENCE 13156.  CONTROL POINT IS FLUSH WITH THE GROUND.
 AE3386
 AE3386                          STATION RECOVERY (2000)
 AE3386
 AE3386'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (TEM)
 AE3386'THE STATION IS LOCATED APPROXIMATELY 25.28 KM (15.7 MI) NORTHEAST OF
 AE3386' URBANA, 21.41 KM (13.3 MI) SOUTHEAST OF BELLEFONTAINE, AND 15.78 KM
 AE3386'(9.8 MI) WEST-NORTHWEST OF MARYSVILLE. THE STATION IS SOUTH OF US
 AE3386'ROUTE 33 AND IS ON THE LOGAN COUNTY SIDE OF THE COUNTY LINE
 AE3386'BETWEEN UNION AND LOGAN COUNTIES BY 200 M (656 FT).
 AE3386'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 33 AND
 AE3386'STATE ROUTE 245, PROCEED NORTHWEST ON ROUTE 33 FOR
 AE3386'APPROXIMATELY 11.59 KM (7.2 MI) TO THE INTERSECTION OF US ROUTE 33
 AE3386'AND STOKES ROAD. TURN LEFT AND PROCEED SOUTHWEST ON STOKES
 AE3386'ROAD FOR 0.64 KM (0.4  MI) TO THE T-INTERSECTION WITH WEST DARBY
 AE3386'ROAD. CONTINUE STRAIGHT ON STOKES ROAD FOR 0.52 KM (0.32 MI) TO THE
 AE3386'STATION ON THE RIGHT JUST PAST HOUSE NUMBER 13197.
 AE3386'THE STATION IS APPROXIMATLEY 39.14 M (128.38 FT) SOUTHWEST OF THE
 AE3386'SOUTHWEST CORNER OF HOUSE NUMBER 13197, 21.25 M (69.7 FT) EAST OF
 AE3386'UTILITY POLE NUMBER C865, 10.24 M (33.59 FT) NORTH OF A SECTION
 AE3386'CORNER IN STOKES ROAD, AND 8.24 M (27.03 FT) NORTH OF THE
 AE3386'CENTERLINE OF STOKES ROAD. THE  STATION IS A BRASS UNION COUNTY
 AE3386'GPS DISK STAMPED --TWP 8 STATION 1-A-- SET IN THE TOP OF A 12 INCH
 AE3386'DIAMETER  CONCRETE MONUMENT WITH AN IMBEDDED REBAR. THE
 AE3386'STATION IS PROJECTING 2 CM ABOVE THE GROUND.
 AE3386' 
 AE3386'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3396 ***********************************************************************
 AE3396  DESIGNATION -  8 2
 AE3396  PID         -  AE3396
 AE3396  STATE/COUNTY-  OH/UNION
 AE3396  USGS QUAD   -  EAST LIBERTY (1982)
 AE3396
 AE3396                         *CURRENT SURVEY CONTROL
 AE3396  ___________________________________________________________________
 AE3396* NAD 83(1995)-  40 16 09.78385(N)    083 30 11.60122(W)     ADJUSTED  
 AE3396* NAVD 88     -       331.2    (meters)    1087.     (feet)  GPS OBS   
 AE3396  ___________________________________________________________________
 AE3396  X           -     551,440.943 (meters)                     COMP
 AE3396  Y           -  -4,842,356.482 (meters)                     COMP
 AE3396  Z           -   4,101,046.340 (meters)                     COMP
 AE3396  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AE3396  ELLIP HEIGHT-         297.60  (meters)          (10/07/05) GPS OBS
 AE3396  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AE3396
 AE3396  HORZ ORDER  -  FIRST
 AE3396  ELLP ORDER  -  THIRD     CLASS I
 AE3396
 AE3396.The horizontal coordinates were established by GPS observations
 AE3396.and adjusted by the National Geodetic Survey in October 1997..
 AE3396
 AE3396.The orthometric height was determined by GPS observations and a
 AE3396.high-resolution geoid model.
 AE3396
 AE3396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3396
 AE3396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3396
 AE3396.The ellipsoidal height was determined by GPS observations
 AE3396.and is referenced to NAD 83.
 AE3396
 AE3396.The geoid height was determined by GEOID03.
 AE3396
 AE3396;                    North         East     Units Scale Factor Converg.
 AE3396;SPC OH N     -    67,421.406   514,667.409   MT  1.00003545   -0 39 32.6
 AE3396;UTM  17      - 4,460,663.354   287,156.432   MT  1.00015770   -1 37 07.1
 AE3396
 AE3396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3396!SPC OH N     -   0.99995332  x   1.00003545  =   0.99998877
 AE3396!UTM  17      -   0.99995332  x   1.00015770  =   1.00011101
 AE3396
 AE3396|---------------------------------------------------------------------|
 AE3396| PID    Reference Object                     Distance      Geod. Az  |
 AE3396|                                                           dddmmss.s |
 AE3396| AE3390 8 2 AZ MK                           380.990 METERS 26653     |
 AE3396|---------------------------------------------------------------------|
 AE3396
 AE3396                          SUPERSEDED SURVEY CONTROL
 AE3396
 AE3396  ELLIP H (10/02/97)  297.62   (m)                       GP(       ) 3 1
 AE3396
 AE3396.Superseded values are not recommended for survey control.
 AE3396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3396.See file dsdata.txt to determine how the superseded data were derived.
 AE3396
 AE3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8715660663(NAD 83)
 AE3396_MARKER: DD = SURVEY DISK
 AE3396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3396_MARK LOGO: OH-159
 AE3396_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3396+STABILITY: SURFACE MOTION
 AE3396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3396+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3396
 AE3396  HISTORY     - Date     Condition        Report By
 AE3396  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3396
 AE3396                          STATION DESCRIPTION
 AE3396
 AE3396'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3396'12.1 KM (7.50 MI) NORTHWEST OF MARYSVILLE, 24.1 KM (14.95 MI)
 AE3396'SOUTHEAST OF BELLEFONTAINE.  FROM THE INTERSECTION/INTERCHANGE OF THE
 AE3396'HONDA PKWY.  AND STATE HIGHWAY 33, PROCEED WEST ON STATE HIGHWAY 33
 AE3396'FOR 0.39 KM (0.25 MI) TO THE STATION ON THE RIGHT.  MARKER IS 29.0 M
 AE3396'(95.1 FT) WEST OF FIRST LIGHTPOLE WEST OF ENTRANCE RAMP, 20.4 M (66.9
 AE3396'FT) NORTH OF EDGE OF WEST BOUND STATE HIGHWAY 33 AND 1.2 M (3.9 FT)
 AE3396'SOUTH OF THE RIGHT OF WAY FENCE.  CONTROL POINT IS FLUSH WITH THE
 AE3396'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3390 ***********************************************************************
 AE3390  DESIGNATION -  8 2 AZ MK
 AE3390  PID         -  AE3390
 AE3390  STATE/COUNTY-  OH/UNION
 AE3390  USGS QUAD   -  EAST LIBERTY (1982)
 AE3390
 AE3390                         *CURRENT SURVEY CONTROL
 AE3390  ___________________________________________________________________
 AE3390* NAD 83(1995)-  40 16 09.11127(N)    083 30 27.70245(W)     ADJUSTED  
 AE3390* NAVD 88     -       332.2    (meters)    1090.     (feet)  GPS OBS   
 AE3390  ___________________________________________________________________
 AE3390  X           -     551,064.546 (meters)                     COMP
 AE3390  Y           -  -4,842,413.610 (meters)                     COMP
 AE3390  Z           -   4,101,031.170 (meters)                     COMP
 AE3390  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AE3390  ELLIP HEIGHT-         298.62  (meters)          (10/07/05) GPS OBS
 AE3390  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AE3390
 AE3390  HORZ ORDER  -  FIRST
 AE3390  ELLP ORDER  -  THIRD     CLASS I
 AE3390
 AE3390.The horizontal coordinates were established by GPS observations
 AE3390.and adjusted by the National Geodetic Survey in October 1997..
 AE3390
 AE3390.The orthometric height was determined by GPS observations and a
 AE3390.high-resolution geoid model.
 AE3390
 AE3390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3390
 AE3390.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3390
 AE3390.The ellipsoidal height was determined by GPS observations
 AE3390.and is referenced to NAD 83.
 AE3390
 AE3390.The geoid height was determined by GEOID03.
 AE3390
 AE3390;                    North         East     Units Scale Factor Converg.
 AE3390;SPC OH N     -    67,405.047   514,286.757   MT  1.00003549   -0 39 43.2
 AE3390;UTM  17      - 4,460,653.371   286,775.512   MT  1.00015970   -1 37 17.5
 AE3390
 AE3390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3390!SPC OH N     -   0.99995316  x   1.00003549  =   0.99998865
 AE3390!UTM  17      -   0.99995316  x   1.00015970  =   1.00011285
 AE3390
 AE3390|---------------------------------------------------------------------|
 AE3390| PID    Reference Object                     Distance      Geod. Az  |
 AE3390|                                                           dddmmss.s |
 AE3390| AE3396 8 2                                 380.990 METERS 08653     |
 AE3390|---------------------------------------------------------------------|
 AE3390
 AE3390                          SUPERSEDED SURVEY CONTROL
 AE3390
 AE3390  ELLIP H (10/02/97)  298.63   (m)                       GP(       ) 3 1
 AE3390
 AE3390.Superseded values are not recommended for survey control.
 AE3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3390.See file dsdata.txt to determine how the superseded data were derived.
 AE3390
 AE3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8677660653(NAD 83)
 AE3390_MARKER: DD = SURVEY DISK
 AE3390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3390_STAMPING: TWP 8 STATION 2A
 AE3390_MARK LOGO: OH-159
 AE3390_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3390+STABILITY: SURFACE MOTION
 AE3390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3390+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3390
 AE3390  HISTORY     - Date     Condition        Report By
 AE3390  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3390
 AE3390                          STATION DESCRIPTION
 AE3390
 AE3390'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3390'12.1 KM (7.50 MI) NORTHWEST OF MARYSVILLE, 24.1 KM (14.95 MI)
 AE3390'SOUTHEAST OF BELLEFONTAINE.  FROM THE INTERSECTION/INTERCHANGE OF
 AE3390'STATE HIGHWAY 33 AND STOKES RD.  PROCEED SOUTHEAST ON STATE HIGHWAY 33
 AE3390'FOR 2.4 KM (1.50 MI) TO THE STATION ON THE RIGHT.  MARKER IS EAST OF
 AE3390'BEND IN RIGHT OF WAY FENCE AT TREELINE, 22.3 M (73.2 FT) SOUTH OF EDGE
 AE3390'OF EAST BOUND STATE HIGHWAY 33, 100 YDS.  WEST OF HONDA PARKWAY SIGN
 AE3390'AND 1.8 M (5.9 FT) NORTH OF THE RIGHT OF WAY FENCE.  CONTROL POINT IS
 AE3390'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2003 ***********************************************************************
 AJ2003  DESIGNATION -  8 3
 AJ2003  PID         -  AJ2003
 AJ2003  STATE/COUNTY-  OH/UNION
 AJ2003  USGS QUAD   -  EAST LIBERTY (1982)
 AJ2003
 AJ2003                         *CURRENT SURVEY CONTROL
 AJ2003  ___________________________________________________________________
 AJ2003* NAD 83(1995)-  40 16 55.14606(N)    083 32 41.76744(W)     ADJUSTED  
 AJ2003* NAVD 88     -       329.6    (meters)    1081.     (feet)  GPS OBS   
 AJ2003  ___________________________________________________________________
 AJ2003  X           -     547,813.590 (meters)                     COMP
 AJ2003  Y           -  -4,841,856.519 (meters)                     COMP
 AJ2003  Z           -   4,102,112.753 (meters)                     COMP
 AJ2003  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AJ2003  ELLIP HEIGHT-         295.86  (meters)          (10/07/05) GPS OBS
 AJ2003  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AJ2003
 AJ2003  HORZ ORDER  -  FIRST
 AJ2003  ELLP ORDER  -  THIRD     CLASS I
 AJ2003
 AJ2003.The horizontal coordinates were established by GPS observations
 AJ2003.and adjusted by the National Geodetic Survey in March 2001..
 AJ2003
 AJ2003.The orthometric height was determined by GPS observations and a
 AJ2003.high-resolution geoid model.
 AJ2003
 AJ2003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2003
 AJ2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2003
 AJ2003.The ellipsoidal height was determined by GPS observations
 AJ2003.and is referenced to NAD 83.
 AJ2003
 AJ2003.The geoid height was determined by GEOID03.
 AJ2003
 AJ2003;                    North         East     Units Scale Factor Converg.
 AJ2003;SPC OH N     -    68,862.185   511,136.308   MT  1.00003243   -0 41 11.3
 AJ2003;UTM  17      - 4,462,163.267   283,649.489   MT  1.00017623   -1 38 45.8
 AJ2003
 AJ2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2003!SPC OH N     -   0.99995359  x   1.00003243  =   0.99998602
 AJ2003!UTM  17      -   0.99995359  x   1.00017623  =   1.00012981
 AJ2003
 AJ2003|---------------------------------------------------------------------|
 AJ2003| PID    Reference Object                     Distance      Geod. Az  |
 AJ2003|                                                           dddmmss.s |
 AJ2003| AJ2023 8 3 AZ MK                           385.018 METERS 13324     |
 AJ2003|---------------------------------------------------------------------|
 AJ2003
 AJ2003                          SUPERSEDED SURVEY CONTROL
 AJ2003
 AJ2003.No superseded survey control is available for this station.
 AJ2003
 AJ2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8364962163(NAD 83)
 AJ2003_MARKER: DD = SURVEY DISK
 AJ2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2003_STAMPING: TWP 8 STATION 3
 AJ2003_MARK LOGO: WOOLPT
 AJ2003_PROJECTION: FLUSH
 AJ2003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2003+STABILITY: SURFACE MOTION
 AJ2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2003+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2003
 AJ2003  HISTORY     - Date     Condition        Report By
 AJ2003  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2003
 AJ2003                          STATION DESCRIPTION
 AJ2003
 AJ2003'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2003'THE STATION IS LOCATED APPROXIMATELY 26.4KM (16.4 MI) NORTHEAST OF
 AJ2003' URBANA,  20.93 KM (13.0 MI) SOUTHEAST OF BELLEFONTAINE, AND 15.78  KM
 AJ2003'(9.8 MI)  WEST-NORTHWEST OF MARYSVILLE.  THE STATION IS NORTH  OF
 AJ2003'US   ROUTE 33 NEAR THE COUNTY LINE BETWEEN UNION AND LOGAN
 AJ2003'COUNTIES.
 AJ2003'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 33 AND
 AJ2003'STATE ROUTE 245, PROCEED NORTHWEST ON ROUTE 33 FOR
 AJ2003'APPROXIMATELY 12.14 KM (7.54 MI) TO THE INTERSECTION OF US ROUTE 33
 AJ2003'AND STATE ROUTE 739. CONTINUE ON FOR  0.97 KM (0.6 MI) TO THE STATION
 AJ2003'ON THE RIGHT JUST EAST OF THE COUNTY LINE.
 AJ2003'THE STATION IS  APPROXIMATLEY 14.72 M (48.3 FT) NORTHEAST OF A
 AJ2003'COUNTY  BOUNDARY  SIGN,  13.01 M (42.7 FT) NORTH OF THE EDGE OF
 AJ2003'PAVEMENT OF ROUTE 33,  AND 10.94  M (35.9 FT) SOUTH OF A FENCE LINE.
 AJ2003'THE  STATION  IS  A BRASS UNION COUNTY GPS DISK STAMPED--TWP 8
 AJ2003'STATION 3--  SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT
 AJ2003' WITH AN IMBEDDED  REBAR. THE STATION IS SET FLUSH WITH THE
 AJ2003'GROUND.
 AJ2003'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2023 ***********************************************************************
 AJ2023  DESIGNATION -  8 3 AZ MK
 AJ2023  PID         -  AJ2023
 AJ2023  STATE/COUNTY-  OH/UNION
 AJ2023  USGS QUAD   -  EAST LIBERTY (1982)
 AJ2023
 AJ2023                         *CURRENT SURVEY CONTROL
 AJ2023  ___________________________________________________________________
 AJ2023* NAD 83(1995)-  40 16 46.56833(N)    083 32 29.92681(W)     ADJUSTED  
 AJ2023* NAVD 88     -       326.7    (meters)    1072.     (feet)  GPS OBS   
 AJ2023  ___________________________________________________________________
 AJ2023  X           -     548,110.527 (meters)                     COMP
 AJ2023  Y           -  -4,841,992.829 (meters)                     COMP
 AJ2023  Z           -   4,101,909.015 (meters)                     COMP
 AJ2023  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AJ2023  ELLIP HEIGHT-         292.94  (meters)          (10/07/05) GPS OBS
 AJ2023  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 AJ2023
 AJ2023  HORZ ORDER  -  FIRST
 AJ2023  ELLP ORDER  -  THIRD     CLASS I
 AJ2023
 AJ2023.The horizontal coordinates were established by GPS observations
 AJ2023.and adjusted by the National Geodetic Survey in March 2001..
 AJ2023
 AJ2023.The orthometric height was determined by GPS observations and a
 AJ2023.high-resolution geoid model.
 AJ2023
 AJ2023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2023
 AJ2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2023
 AJ2023.The ellipsoidal height was determined by GPS observations
 AJ2023.and is referenced to NAD 83.
 AJ2023
 AJ2023.The geoid height was determined by GEOID03.
 AJ2023
 AJ2023;                    North         East     Units Scale Factor Converg.
 AJ2023;SPC OH N     -    68,594.274   511,412.844   MT  1.00003300   -0 41 03.5
 AJ2023;UTM  17      - 4,461,890.723   283,921.538   MT  1.00017478   -1 38 37.9
 AJ2023
 AJ2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2023!SPC OH N     -   0.99995405  x   1.00003300  =   0.99998705
 AJ2023!UTM  17      -   0.99995405  x   1.00017478  =   1.00012882
 AJ2023
 AJ2023|---------------------------------------------------------------------|
 AJ2023| PID    Reference Object                     Distance      Geod. Az  |
 AJ2023|                                                           dddmmss.s |
 AJ2023| AJ2003 8 3                                 385.018 METERS 31324     |
 AJ2023|---------------------------------------------------------------------|
 AJ2023
 AJ2023                          SUPERSEDED SURVEY CONTROL
 AJ2023
 AJ2023  ELLIP H (03/16/01)  292.95   (m)                       GP(       ) 3 1
 AJ2023
 AJ2023.Superseded values are not recommended for survey control.
 AJ2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2023.See file dsdata.txt to determine how the superseded data were derived.
 AJ2023
 AJ2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8392261891(NAD 83)
 AJ2023_MARKER: DD = SURVEY DISK
 AJ2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2023_STAMPING: TWP 8 STATION 3-A
 AJ2023_MARK LOGO: WOOLPT
 AJ2023_PROJECTION: FLUSH
 AJ2023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2023+STABILITY: SURFACE MOTION
 AJ2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2023+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2023
 AJ2023  HISTORY     - Date     Condition        Report By
 AJ2023  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2023
 AJ2023                          STATION DESCRIPTION
 AJ2023
 AJ2023'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2023'THE STATION IS LOCATED APPROXIMATELY 26.40 KM (16.4 MI) NORTHEAST OF
 AJ2023'URBANA,  21.25 KM (13.2 MI) SOUTHEAST OF BELLEFONTAINE, AND 15.46 KM
 AJ2023'(9.6 MI)  WEST-NORTHWEST OF  MARYSVILLE.  THE STATION IS NORTH OF US
 AJ2023'ROUTE 33 NEAR THE COUNTY LINE BETWEEN UNION AND LOGAN COUNTIES.
 AJ2023' 
 AJ2023'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 33 AND
 AJ2023'STATE ROUTE 245, PROCEED NORTHWEST ON ROUTE 33 FOR
 AJ2023'APPROXIMATELY 12.14 KM (7.54 MI) TO THE INTERSECTION OF US ROUTE 33
 AJ2023'AND STATE ROUTE 739. CONTINUE NORTHWEST FOR 0.80 KM (0.5 MI) TO THE
 AJ2023'STATION  ON THE RIGHT JUST EAST  OF THE COUNTY LINE.
 AJ2023' 
 AJ2023'THE STATION IS  APROXIMATLEY 36.89 M (121 FT) NORTH OF LIGHT POLE
 AJ2023'NUMBER A-7,  21.4 M (70.2 FT) NORTHEAST OF THE EDGE OF PAVEMENT OF
 AJ2023'ROUTE 33,  8.96 M (29.4 FT) SOUTHEAST OF THE EASTERN MOST OF TWO
 AJ2023'WOODEN  FENCE POSTS, AND 2.32 M (7.6 FT) WEST OF A WIRE FENCE. THE
 AJ2023'STATION   IS A  BRASS UNION COUNTY GPS DISK  STAMPED--TWP 8 STATION
 AJ2023'3-A--  SET IN THE TOP OF A 12   INCH DIAMETER   CONCRETE  MONUMENT
 AJ2023'WITH AN IMBEDDED REBAR. THE STATION IS SET FLUSH WITH THE GROUND.
 AJ2023'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2004 ***********************************************************************
 AJ2004  DESIGNATION -  8 4
 AJ2004  PID         -  AJ2004
 AJ2004  STATE/COUNTY-  OH/UNION
 AJ2004  USGS QUAD   -  EAST LIBERTY (1982)
 AJ2004
 AJ2004                         *CURRENT SURVEY CONTROL
 AJ2004  ___________________________________________________________________
 AJ2004* NAD 83(1995)-  40 16 19.50135(N)    083 31 35.37120(W)     ADJUSTED  
 AJ2004* NAVD 88     -       332.5    (meters)    1091.     (feet)  GPS OBS   
 AJ2004  ___________________________________________________________________
 AJ2004  X           -     549,452.534 (meters)                     COMP
 AJ2004  Y           -  -4,842,388.398 (meters)                     COMP
 AJ2004  Z           -   4,101,275.795 (meters)                     COMP
 AJ2004  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AJ2004  ELLIP HEIGHT-         298.76  (meters)          (10/07/05) GPS OBS
 AJ2004  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AJ2004
 AJ2004  HORZ ORDER  -  FIRST
 AJ2004  ELLP ORDER  -  THIRD     CLASS I
 AJ2004
 AJ2004.The horizontal coordinates were established by GPS observations
 AJ2004.and adjusted by the National Geodetic Survey in March 2001..
 AJ2004
 AJ2004.The orthometric height was determined by GPS observations and a
 AJ2004.high-resolution geoid model.
 AJ2004
 AJ2004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2004
 AJ2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2004
 AJ2004.The ellipsoidal height was determined by GPS observations
 AJ2004.and is referenced to NAD 83.
 AJ2004
 AJ2004.The geoid height was determined by GEOID03.
 AJ2004
 AJ2004;                    North         East     Units Scale Factor Converg.
 AJ2004;SPC OH N     -    67,744.157   512,691.764   MT  1.00003480   -0 40 27.7
 AJ2004;UTM  17      - 4,461,019.190   285,186.217   MT  1.00016807   -1 38 01.7
 AJ2004
 AJ2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2004!SPC OH N     -   0.99995313  x   1.00003480  =   0.99998793
 AJ2004!UTM  17      -   0.99995313  x   1.00016807  =   1.00012120
 AJ2004
 AJ2004:                Primary Azimuth Mark                     Grid Az
 AJ2004:SPC OH N     -  8 4 AZ MK                                105 50 16.2
 AJ2004:UTM  17      -  8 4 AZ MK                                106 47 50.2
 AJ2004
 AJ2004|---------------------------------------------------------------------|
 AJ2004| PID    Reference Object                     Distance      Geod. Az  |
 AJ2004|                                                           dddmmss.s |
 AJ2004| AJ2024 8 4 AZ MK                           400.211 METERS 1050948.5 |
 AJ2004|---------------------------------------------------------------------|
 AJ2004
 AJ2004                          SUPERSEDED SURVEY CONTROL
 AJ2004
 AJ2004  ELLIP H (03/16/01)  298.78   (m)                       GP(       ) 3 1
 AJ2004
 AJ2004.Superseded values are not recommended for survey control.
 AJ2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2004.See file dsdata.txt to determine how the superseded data were derived.
 AJ2004
 AJ2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8518661019(NAD 83)
 AJ2004_MARKER: DD = SURVEY DISK
 AJ2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2004_STAMPING: TWP 8 STATION 4
 AJ2004_MARK LOGO: WOOLPT
 AJ2004_PROJECTION: FLUSH
 AJ2004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2004+STABILITY: SURFACE MOTION
 AJ2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2004+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2004
 AJ2004  HISTORY     - Date     Condition        Report By
 AJ2004  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2004
 AJ2004                          STATION DESCRIPTION
 AJ2004
 AJ2004'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2004'THE STATION IS LOCATED APPROXIMATELY 26.89 KM (16.7 MI) NORTHEAST OF
 AJ2004' URBANA,  22.06 KM (13.7 MI) SOUTHEAST OF BELLEFONTAINE, AND 14.65
 AJ2004'KM (9.1 MI)  WEST-NORTHWEST OF MARYSVILLE. THE STATION IS SOUTH
 AJ2004'OF  US ROUTE 33 NEAR THE  COUNTY LINE BETWEEN UNION AND LOGAN
 AJ2004'COUNTIES.
 AJ2004'TO REACH THE  STATION FROM THE INTERSECTION OF US ROUTE 33 AND
 AJ2004'STATE ROUTE  245, PROCEED NORTHWEST ON ROUTE 33 FOR
 AJ2004'APPROXIMATELY 11.75 KM (7.3 MI) TO THE STATION  ON THE LEFT 0.32 KM
 AJ2004'(0.2
 AJ2004'MI) BEFORE  THE STATE ROUTE 739 EXIT.
 AJ2004'THE STATION  IS APROXIMATLEY 22.54 M  (73.93 FT) EAST OF A MOWING LINE
 AJ2004'SIGN POST, 11.59 M (38.0 FT) SOUTH OF  LIGHT POLE A-15, 2.57 M  (8.43
 AJ2004'FT)
 AJ2004'NORTH OF A GATE POST. THE STATION IS A BRASS UNION COUNTY GPS DISK
 AJ2004'STAMPED --TWP 8  STATION 4--  SET IN THE TOP  OF A 12 INCH DIAMETER
 AJ2004'CONCRETE MONUMENT WITH AN IMBEDDED  REBAR. THE STATION IS SET
 AJ2004'FLUSH WITH  THE GROUND.
 AJ2004' 
 AJ2004'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2024 ***********************************************************************
 AJ2024  DESIGNATION -  8 4 AZ MK
 AJ2024  PID         -  AJ2024
 AJ2024  STATE/COUNTY-  OH/UNION
 AJ2024  USGS QUAD   -  EAST LIBERTY (1982)
 AJ2024
 AJ2024                         *CURRENT SURVEY CONTROL
 AJ2024  ___________________________________________________________________
 AJ2024* NAD 83(1995)-  40 16 16.10706(N)    083 31 19.02182(W)     ADJUSTED  
 AJ2024* NAVD 88     -       334.5    (meters)    1097.     (feet)  GPS OBS   
 AJ2024  ___________________________________________________________________
 AJ2024  X           -     549,844.170 (meters)                     COMP
 AJ2024  Y           -  -4,842,413.617 (meters)                     COMP
 AJ2024  Z           -   4,101,197.222 (meters)                     COMP
 AJ2024  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AJ2024  ELLIP HEIGHT-         300.79  (meters)          (10/07/05) GPS OBS
 AJ2024  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AJ2024
 AJ2024  HORZ ORDER  -  FIRST
 AJ2024  ELLP ORDER  -  THIRD     CLASS I
 AJ2024
 AJ2024.The horizontal coordinates were established by GPS observations
 AJ2024.and adjusted by the National Geodetic Survey in March 2001..
 AJ2024
 AJ2024.The orthometric height was determined by GPS observations and a
 AJ2024.high-resolution geoid model.
 AJ2024
 AJ2024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2024
 AJ2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2024
 AJ2024.The ellipsoidal height was determined by GPS observations
 AJ2024.and is referenced to NAD 83.
 AJ2024
 AJ2024.The geoid height was determined by GEOID03.
 AJ2024
 AJ2024;                    North         East     Units Scale Factor Converg.
 AJ2024;SPC OH N     -    67,634.929   513,076.796   MT  1.00003502   -0 40 16.9
 AJ2024;UTM  17      - 4,460,903.515   285,569.416   MT  1.00016605   -1 37 51.0
 AJ2024
 AJ2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2024!SPC OH N     -   0.99995282  x   1.00003502  =   0.99998783
 AJ2024!UTM  17      -   0.99995282  x   1.00016605  =   1.00011886
 AJ2024
 AJ2024:                Primary Azimuth Mark                     Grid Az
 AJ2024:SPC OH N     -  8 4                                      285 50 16.0
 AJ2024:UTM  17      -  8 4                                      286 47 50.1
 AJ2024
 AJ2024|---------------------------------------------------------------------|
 AJ2024| PID    Reference Object                     Distance      Geod. Az  |
 AJ2024|                                                           dddmmss.s |
 AJ2024| AJ2004 8 4                                 400.211 METERS 2850959.1 |
 AJ2024|---------------------------------------------------------------------|
 AJ2024
 AJ2024                          SUPERSEDED SURVEY CONTROL
 AJ2024
 AJ2024  ELLIP H (03/16/01)  300.80   (m)                       GP(       ) 3 1
 AJ2024
 AJ2024.Superseded values are not recommended for survey control.
 AJ2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2024.See file dsdata.txt to determine how the superseded data were derived.
 AJ2024
 AJ2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8556960904(NAD 83)
 AJ2024_MARKER: DD = SURVEY DISK
 AJ2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2024_STAMPING: TWP 8 STATION 4-A
 AJ2024_MARK LOGO: WOOLPT
 AJ2024_PROJECTION: FLUSH
 AJ2024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2024+STABILITY: SURFACE MOTION
 AJ2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2024+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2024
 AJ2024  HISTORY     - Date     Condition        Report By
 AJ2024  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2024
 AJ2024                          STATION DESCRIPTION
 AJ2024
 AJ2024'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2024'THE STATION IS LOCATED APPROXIMATELY 27.37 KM (17.0 MI) NORTHEAST OF
 AJ2024'URBANA, 22.86 KM (14.2 MI) SOUTHEAST OF BELLEFONTAINE, AND 13.69
 AJ2024'KM (8.5 MI) WEST-NORTHWEST OF MARYSVILLE. THE STATION IS SOUTH
 AJ2024'OF US ROUTE 33 NEAR THE COUNTY LINE BETWEEN UNION AND LOGAN
 AJ2024'COUNTIES.
 AJ2024' 
 AJ2024'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 33 AND
 AJ2024'STATE ROUTE 245, PROCEED NORTHWEST ON ROUTE 33 FOR
 AJ2024'APPROXIMATELY 10.79 KM (6.7 MI) TO THE STATION ON THE LEFT, 1.29 KM
 AJ2024'(0.8 MI) BEFORE THE EXIT FOR STATE ROUTE 739.
 AJ2024' 
 AJ2024'THE STATION IS APROXIMATLEY 91.46 M (300 FT) SOUTHWEST FROM THE
 AJ2024'--HONDA PARKWAY EXIT 1 MILE-- SIGN, 12.2 M (40 FT) FROM THE EDGE OF
 AJ2024'PAVEMENT OF STATE ROUTE 33, 6.4M (21 FT) NORTH OF THE RIGHT OF WAY
 AJ2024'WIRE FENCE. THE STATION IS A BRASS UNION COUNTY GPS DISK
 AJ2024'STAMPED-- TWP 8 STATION 4-A-- SET IN THE TOP OF A 12 INCH DIAMETER
 AJ2024'CONCRETE MONUMENT WITH AN IMBEDDED REBAR. THE STATION IS SET
 AJ2024'FLUSH WITH THE  GROUND.
 AJ2024'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2005 ***********************************************************************
 AJ2005  DESIGNATION -  8 5
 AJ2005  PID         -  AJ2005
 AJ2005  STATE/COUNTY-  OH/UNION
 AJ2005  USGS QUAD   -  PEORIA (1980)
 AJ2005
 AJ2005                         *CURRENT SURVEY CONTROL
 AJ2005  ___________________________________________________________________
 AJ2005* NAD 83(1995)-  40 16 16.32400(N)    083 29 46.93553(W)     ADJUSTED  
 AJ2005* NAVD 88     -       331.0    (meters)    1086.     (feet)  GPS OBS   
 AJ2005  ___________________________________________________________________
 AJ2005  X           -     552,005.205 (meters)                     COMP
 AJ2005  Y           -  -4,842,160.722 (meters)                     COMP
 AJ2005  Z           -   4,101,200.078 (meters)                     COMP
 AJ2005  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AJ2005  ELLIP HEIGHT-         297.31  (meters)          (10/07/05) GPS OBS
 AJ2005  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AJ2005
 AJ2005  HORZ ORDER  -  FIRST
 AJ2005  ELLP ORDER  -  THIRD     CLASS I
 AJ2005
 AJ2005.The horizontal coordinates were established by GPS observations
 AJ2005.and adjusted by the National Geodetic Survey in March 2001..
 AJ2005
 AJ2005.The orthometric height was determined by GPS observations and a
 AJ2005.high-resolution geoid model.
 AJ2005
 AJ2005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2005
 AJ2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2005
 AJ2005.The ellipsoidal height was determined by GPS observations
 AJ2005.and is referenced to NAD 83.
 AJ2005
 AJ2005.The geoid height was determined by GEOID03.
 AJ2005
 AJ2005;                    North         East     Units Scale Factor Converg.
 AJ2005;SPC OH N     -    67,616.446   515,252.473   MT  1.00003501   -0 39 16.4
 AJ2005;UTM  17      - 4,460,848.591   287,744.752   MT  1.00015462   -1 36 51.4
 AJ2005
 AJ2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2005!SPC OH N     -   0.99995336  x   1.00003501  =   0.99998837
 AJ2005!UTM  17      -   0.99995336  x   1.00015462  =   1.00010797
 AJ2005
 AJ2005:                Primary Azimuth Mark                     Grid Az
 AJ2005:SPC OH N     -  8 5 AZ MK                                109 55 47.4
 AJ2005:UTM  17      -  8 5 AZ MK                                110 53 22.4
 AJ2005
 AJ2005|---------------------------------------------------------------------|
 AJ2005| PID    Reference Object                     Distance      Geod. Az  |
 AJ2005|                                                           dddmmss.s |
 AJ2005| AJ2037 8 5 AZ MK                           477.066 METERS 1091631.0 |
 AJ2005|---------------------------------------------------------------------|
 AJ2005
 AJ2005                          SUPERSEDED SURVEY CONTROL
 AJ2005
 AJ2005  ELLIP H (03/16/01)  297.32   (m)                       GP(       ) 3 1
 AJ2005
 AJ2005.Superseded values are not recommended for survey control.
 AJ2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2005.See file dsdata.txt to determine how the superseded data were derived.
 AJ2005
 AJ2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8774560849(NAD 83)
 AJ2005_MARKER: DD = SURVEY DISK
 AJ2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2005_STAMPING: TWP 8 STATION 5
 AJ2005_MARK LOGO: WOOLPT
 AJ2005_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2005+STABILITY: SURFACE MOTION
 AJ2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2005+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2005
 AJ2005  HISTORY     - Date     Condition        Report By
 AJ2005  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2005
 AJ2005                          STATION DESCRIPTION
 AJ2005
 AJ2005'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2005'THE STATION IS LOCATED APPROXIMATELY 27.85 KM (17.3 MI) NORTHEAST OF
 AJ2005'URBANA,  23.51 KM (14.6 MI) SOUTHEAST OF BELLEFONTAINE, AND 13.04 KM
 AJ2005'(8.1 MI)  WEST-NORTHWEST OF MARYSVILLE. THE STATION IS NORTH OF US
 AJ2005'ROUTE 33.
 AJ2005'TO REACH THE STATION FROM THE JUNCTION OF US ROUTES 33, 36 AND
 AJ2005'STATE ROUTE 4, PROCEED NORTHWEST ON ROUTE 33 FOR  APPROXIMATELY
 AJ2005'10.47 KM (6.5 MI) TO THE HONDA PARKWAY EXIT AND TURN RIGHT OFF THE
 AJ2005'EXIT.  PROCEED NORTH ON THE HONDA PARKWAY FOR 0.1 MI TO THE
 AJ2005'JUNCTION WITH NORTHWEST PARKWAY. TURN RIGHT AND PROCEED 150 FT
 AJ2005'TO THE STATION ON THE LEFT.
 AJ2005'THE STATION IS APROXIMATLEY 47.26 M (155 FT) EAST-NORTH EAST OF A
 AJ2005'POWER POLE, 21.55 M (70.7 FT) WEST-SOUTHWEST OF A POWER POLE,  AND
 AJ2005'8.6 M (28.2 FT) NORTH-NORTHWEST OF THE LAST POST ON THE EAST END OF
 AJ2005'A GUARD RAIL . THE STATION IS A BRASS UNION COUNTY GPS DISK
 AJ2005'STAMPED--TWP 8   STATION 5--  SET IN THE TOP OF A 12  INCH DIAMETER
 AJ2005'CONCRETE MONUMENT  WITH AN IMBEDDED REBAR. THE  STATION IS
 AJ2005'RECESSED 3 CM.
 AJ2005' 
 AJ2005'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2037 ***********************************************************************
 AJ2037  DESIGNATION -  8 5 AZ MK
 AJ2037  PID         -  AJ2037
 AJ2037  STATE/COUNTY-  OH/UNION
 AJ2037  USGS QUAD   -  PEORIA (1980)
 AJ2037
 AJ2037                         *CURRENT SURVEY CONTROL
 AJ2037  ___________________________________________________________________
 AJ2037* NAD 83(1995)-  40 16 11.21784(N)    083 29 27.87574(W)     ADJUSTED  
 AJ2037* NAVD 88     -       331.1    (meters)    1086.     (feet)  GPS OBS   
 AJ2037  ___________________________________________________________________
 AJ2037  X           -     552,464.189 (meters)                     COMP
 AJ2037  Y           -  -4,842,210.916 (meters)                     COMP
 AJ2037  Z           -   4,101,079.961 (meters)                     COMP
 AJ2037  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AJ2037  ELLIP HEIGHT-         297.40  (meters)          (10/07/05) GPS OBS
 AJ2037  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 AJ2037
 AJ2037  HORZ ORDER  -  FIRST
 AJ2037  ELLP ORDER  -  THIRD     CLASS I
 AJ2037
 AJ2037.The horizontal coordinates were established by GPS observations
 AJ2037.and adjusted by the National Geodetic Survey in March 2001..
 AJ2037
 AJ2037.The orthometric height was determined by GPS observations and a
 AJ2037.high-resolution geoid model.
 AJ2037
 AJ2037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2037
 AJ2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2037
 AJ2037.The ellipsoidal height was determined by GPS observations
 AJ2037.and is referenced to NAD 83.
 AJ2037
 AJ2037.The geoid height was determined by GEOID03.
 AJ2037
 AJ2037;                    North         East     Units Scale Factor Converg.
 AJ2037;SPC OH N     -    67,453.823   515,700.984   MT  1.00003535   -0 39 03.9
 AJ2037;UTM  17      - 4,460,678.458   288,190.529   MT  1.00015229   -1 36 38.9
 AJ2037
 AJ2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2037!SPC OH N     -   0.99995335  x   1.00003535  =   0.99998870
 AJ2037!UTM  17      -   0.99995335  x   1.00015229  =   1.00010563
 AJ2037
 AJ2037:                Primary Azimuth Mark                     Grid Az
 AJ2037:SPC OH N     -  8 5                                      289 55 47.2
 AJ2037:UTM  17      -  8 5                                      290 53 22.2
 AJ2037
 AJ2037|---------------------------------------------------------------------|
 AJ2037| PID    Reference Object                     Distance      Geod. Az  |
 AJ2037|                                                           dddmmss.s |
 AJ2037| AJ2005 8 5                                 477.066 METERS 2891643.3 |
 AJ2037|---------------------------------------------------------------------|
 AJ2037
 AJ2037                          SUPERSEDED SURVEY CONTROL
 AJ2037
 AJ2037  ELLIP H (03/16/01)  297.42   (m)                       GP(       ) 3 1
 AJ2037
 AJ2037.Superseded values are not recommended for survey control.
 AJ2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2037.See file dsdata.txt to determine how the superseded data were derived.
 AJ2037
 AJ2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8819160678(NAD 83)
 AJ2037_MARKER: DD = SURVEY DISK
 AJ2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2037_STAMPING: TWP 8 STATION 5 A
 AJ2037_MARK LOGO: WOOLPT
 AJ2037_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2037+STABILITY: SURFACE MOTION
 AJ2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2037+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2037
 AJ2037  HISTORY     - Date     Condition        Report By
 AJ2037  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2037
 AJ2037                          STATION DESCRIPTION
 AJ2037
 AJ2037'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2037'THE STATION IS LOCATED APPROXIMATELY 28.18 KM (17.5 MI) NORTHEAST OF
 AJ2037'URBANA, 23.83 KM (14.8 MI) SOUTHEAST OF BELLEFONTAINE, AND 12.72
 AJ2037'KM (7.9 MI)  WEST-NORTHWEST OF MARYSVILLE. THE STATION IS NORTH
 AJ2037'OF US ROUTE 33.
 AJ2037'TO REACH THE STATION FROM THE JUNCTION OF USROUTES 33, 36 AND
 AJ2037'STATE ROUTE 4, PROCEED NORTHWEST ON ROUTE 33 FOR  APPROXIMATELY
 AJ2037'10.47 KM (6.5 MI) TO THE HONDA PARKWAY EXIT AND TURN RIGHT OFF THE
 AJ2037'EXIT.  PROCEED NORTH ON THE HONDA PARKWAY FOR 0.16 KM (0.1 MI) TO
 AJ2037'THE JUNCTION WITH NORTHWEST PARKWAY. TURN RIGHT AND PROCEED
 AJ2037'0.32 KM (0.2 MI) TO THE  STATION  ON THE LEFT.
 AJ2037'THE STATION  IS  APROXIMATLEY 26.52 M (87 FT) WEST OF A POWER POLE,
 AJ2037'17.53 M (57.5 FT) EAST OF A POWER POLE, 5.79 M (19 FT) NORTH OF THE
 AJ2037'EDGE
 AJ2037'OF PAVEMENT OF NORTHWEST PARKWAY.  THE STATION IS A BRASS UNION
 AJ2037'COUNTY GPS DISK STAMPED--TWP 8 STATION 5-A--  SET IN THE TOP OF A 12
 AJ2037'INCH DIAMETER CONCRETE MONUMENT WITH AN IMBEDDED REBAR. THE
 AJ2037'STATION IS SET FLUSH WITH THE GROUND.
 AJ2037'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2006 ***********************************************************************
 AJ2006  DESIGNATION -  8 6
 AJ2006  PID         -  AJ2006
 AJ2006  STATE/COUNTY-  OH/UNION
 AJ2006  USGS QUAD   -  PEORIA (1980)
 AJ2006
 AJ2006                         *CURRENT SURVEY CONTROL
 AJ2006  ___________________________________________________________________
 AJ2006* NAD 83(1995)-  40 15 42.35636(N)    083 27 49.91021(W)     ADJUSTED  
 AJ2006* NAVD 88     -       333.4    (meters)    1094.     (feet)  GPS OBS   
 AJ2006  ___________________________________________________________________
 AJ2006  X           -     554,829.633 (meters)                     COMP
 AJ2006  Y           -  -4,842,521.376 (meters)                     COMP
 AJ2006  Z           -   4,100,402.127 (meters)                     COMP
 AJ2006  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AJ2006  ELLIP HEIGHT-         299.69  (meters)          (10/07/05) GPS OBS
 AJ2006  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AJ2006
 AJ2006  HORZ ORDER  -  FIRST
 AJ2006  ELLP ORDER  -  THIRD     CLASS I
 AJ2006
 AJ2006.The horizontal coordinates were established by GPS observations
 AJ2006.and adjusted by the National Geodetic Survey in March 2001..
 AJ2006
 AJ2006.The orthometric height was determined by GPS observations and a
 AJ2006.high-resolution geoid model.
 AJ2006
 AJ2006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2006
 AJ2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2006
 AJ2006.The ellipsoidal height was determined by GPS observations
 AJ2006.and is referenced to NAD 83.
 AJ2006
 AJ2006.The geoid height was determined by GEOID03.
 AJ2006
 AJ2006;                    North         East     Units Scale Factor Converg.
 AJ2006;SPC OH N     -    66,537.689   518,005.704   MT  1.00003729   -0 37 59.6
 AJ2006;UTM  17      - 4,459,723.745   290,479.833   MT  1.00014042   -1 35 34.5
 AJ2006
 AJ2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2006!SPC OH N     -   0.99995299  x   1.00003729  =   0.99999028
 AJ2006!UTM  17      -   0.99995299  x   1.00014042  =   1.00009340
 AJ2006
 AJ2006                          SUPERSEDED SURVEY CONTROL
 AJ2006
 AJ2006  ELLIP H (03/16/01)  299.71   (m)                       GP(       ) 3 1
 AJ2006
 AJ2006.Superseded values are not recommended for survey control.
 AJ2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2006.See file dsdata.txt to determine how the superseded data were derived.
 AJ2006
 AJ2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9048059724(NAD 83)
 AJ2006_MARKER: DD = SURVEY DISK
 AJ2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2006_STAMPING: TWP 8 STATION 6
 AJ2006_MARK LOGO: WOOLPT
 AJ2006_PROJECTION: FLUSH
 AJ2006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2006+STABILITY: SURFACE MOTION
 AJ2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2006+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2006
 AJ2006  HISTORY     - Date     Condition        Report By
 AJ2006  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2006
 AJ2006                          STATION DESCRIPTION
 AJ2006
 AJ2006'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2006'THE STATION IS LOCATED APPROXIMATELY 30.75 KM (19.1 MI) NORTHEAST OF
 AJ2006'URBANA, 26.57 KM (16.5 MI) SOUTHEAST OF BELLEFONTAINE,  AND 9.98 KM
 AJ2006'(6.2 MI)  WEST-NORTHWEST OF MARYSVILLE.  THE STATION IS NORTH
 AJ2006'OF US ROUTE 33.
 AJ2006'TO REACH THE STATION FROM THE JUNCTION OF US ROUTES 33, 36 AND
 AJ2006'STATE ROUTE 4, PROCEED NORTHWEST ON ROUTE 33 FOR  APPROXIMATELY
 AJ2006'10.47 KM (6.5 MI) TO THE HONDA PARKWAY EXIT AND TURN RIGHT OFF THE
 AJ2006'EXIT.  PROCEED NORTH ON THE HONDA PARKWAY FOR 0.161 KM (0.1 MI) TO
 AJ2006'THE JUNCTION WITH NORTHWEST PARKWAY. TURN RIGHT AND PROCEED
 AJ2006'3.06 KM (1.9 MI) TO THE STATION ON THE RIGHT.
 AJ2006'THE STATION  IS  APROXIMATLEY 59.13 M (193.95 FT) WEST OF MILE MARKER
 AJ2006'133-90, 47.40 M (155.47 FT)  EAST-SOUTHEAST OF A POWER POLE,  AND
 AJ2006'14.37
 AJ2006'M (47.13 FT) SOUTH- SOUTHWEST OF THE CENTER LINE OF NORTHWEST
 AJ2006'PARKWAY. THE  STATION  IS A BRASS UNION COUNTY GPS DISK STAMPED--
 AJ2006'TWP 8   STATION 6--  SET IN THE TOP OF A 12  INCH  DIAMETER CONCRETE
 AJ2006'MONUMENT  WITH AN IMBEDDED REBAR. THE STATION IS SET FLUSH WITH
 AJ2006'THE GROUND.
 AJ2006'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2038 ***********************************************************************
 AJ2038  DESIGNATION -  8 6 AZ MK
 AJ2038  PID         -  AJ2038
 AJ2038  STATE/COUNTY-  OH/UNION
 AJ2038  USGS QUAD   -  PEORIA (1980)
 AJ2038
 AJ2038                         *CURRENT SURVEY CONTROL
 AJ2038  ___________________________________________________________________
 AJ2038* NAD 83(1995)-  40 15 50.11699(N)    083 28 14.07557(W)     ADJUSTED  
 AJ2038* NAVD 88     -       331.0    (meters)    1086.     (feet)  GPS OBS   
 AJ2038  ___________________________________________________________________
 AJ2038  X           -     554,244.492 (meters)                     COMP
 AJ2038  Y           -  -4,842,430.809 (meters)                     COMP
 AJ2038  Z           -   4,100,583.240 (meters)                     COMP
 AJ2038  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AJ2038  ELLIP HEIGHT-         297.28  (meters)          (10/07/05) GPS OBS
 AJ2038  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AJ2038
 AJ2038  HORZ ORDER  -  FIRST
 AJ2038  ELLP ORDER  -  THIRD     CLASS I
 AJ2038
 AJ2038.The horizontal coordinates were established by GPS observations
 AJ2038.and adjusted by the National Geodetic Survey in March 2001..
 AJ2038
 AJ2038.The orthometric height was determined by GPS observations and a
 AJ2038.high-resolution geoid model.
 AJ2038
 AJ2038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2038
 AJ2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2038
 AJ2038.The ellipsoidal height was determined by GPS observations
 AJ2038.and is referenced to NAD 83.
 AJ2038
 AJ2038.The geoid height was determined by GEOID03.
 AJ2038
 AJ2038;                    North         East     Units Scale Factor Converg.
 AJ2038;SPC OH N     -    66,783.387   517,437.362   MT  1.00003677   -0 38 15.4
 AJ2038;UTM  17      - 4,459,978.955   289,915.626   MT  1.00014333   -1 35 50.4
 AJ2038
 AJ2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2038!SPC OH N     -   0.99995337  x   1.00003677  =   0.99999014
 AJ2038!UTM  17      -   0.99995337  x   1.00014333  =   1.00009669
 AJ2038
 AJ2038                          SUPERSEDED SURVEY CONTROL
 AJ2038
 AJ2038  ELLIP H (03/16/01)  297.30   (m)                       GP(       ) 3 1
 AJ2038
 AJ2038.Superseded values are not recommended for survey control.
 AJ2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2038.See file dsdata.txt to determine how the superseded data were derived.
 AJ2038
 AJ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8991659979(NAD 83)
 AJ2038_MARKER: DD = SURVEY DISK
 AJ2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2038_STAMPING: TWP 8 STATION 6 A
 AJ2038_MARK LOGO: WOOLPT
 AJ2038_PROJECTION: FLUSH
 AJ2038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2038+STABILITY: SURFACE MOTION
 AJ2038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2038+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2038
 AJ2038  HISTORY     - Date     Condition        Report By
 AJ2038  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2038
 AJ2038                          STATION DESCRIPTION
 AJ2038
 AJ2038'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2038'THE STATION IS LOCATED APPROXIMATELY 29.95 KM (18.6 MI) NORTHEAST
 AJ2038'OF URBANA, 25.92 KM (16.1 MI) SOUTHEAST OF BELLEFONTAINE, AND 10.79
 AJ2038'KM (6.7 MI)  WEST-NORTHWEST OF MARYSVILLE.  THE STATION IS NORTH OF
 AJ2038'US ROUTE 33.
 AJ2038'TO REACH THE STATION FROM THE JUNCTION OF US ROUTES 33, 36 AND
 AJ2038'STATE ROUTE 4, PROCEED NORTHWEST ON ROUTE 33 FOR  APPROXIMATELY
 AJ2038'10.47 KM (6.5 MI) TO THE HONDA PARKWAY EXIT AND TURN RIGHT OFF THE
 AJ2038'EXIT.  PROCEED NORTH ON THE HONDA PARKWAY FOR 0.16 KM (0.1 MI) TO
 AJ2038'THE JUNCTION WITH  NORTHWEST PARKWAY.  TURN RIGHT AND PROCEED
 AJ2038'2.42 KM (1.5 MI) TO THE STATION ON THE LEFT.
 AJ2038'THE STATION  IS  APROXIMATLEY 32.12 M (109.5  FT) SOUTH-SOUTHWEST OF
 AJ2038'THE EAST END OF A GUARD RAIL, 11.35 M (37.1  FT) SOUTHWEST OF AN 18
 AJ2038'INCH TREE, 11.0 M (36.1 FT) FROM THE CENTER  LINE  OF THE NORTHWEST
 AJ2038'PARKWAY, AND 7.56 M (24.8) NORTHWEST OF  THE   CENTER LINE OF A
 AJ2038'GRAVEL DRIVE. THE  STATION IS A BRASS UNION COUNTY GPS DISK
 AJ2038'STAMPED-- TWP 8 STATION 6-A-- SET IN THE TOP OF A 12  INCH  DIAMETER
 AJ2038'CONCRETE MONUMENT  WITH AN IMBEDDED REBAR. THE STATION IS SET
 AJ2038'FLUSH WITH THE GROUND.
 AJ2038'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3247 ***********************************************************************
 MB3247  DESIGNATION -  8 U R OM 1482
 MB3247  PID         -  MB3247
 MB3247  STATE/COUNTY-  OH/CUYAHOGA
 MB3247  USGS QUAD   -  NORTH OLMSTED (1985)
 MB3247
 MB3247                         *CURRENT SURVEY CONTROL
 MB3247  ___________________________________________________________________
 MB3247* NAD 83(1995)-  41 22 31.53433(N)    081 54 34.50033(W)     ADJUSTED  
 MB3247* NAVD 88     -       236.2    (meters)     775.     (feet)  VERTCON   
 MB3247  ___________________________________________________________________
 MB3247  X           -     674,586.164 (meters)                     COMP
 MB3247  Y           -  -4,745,579.499 (meters)                     COMP
 MB3247  Z           -   4,193,933.698 (meters)                     COMP
 MB3247  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 MB3247  ELLIP HEIGHT-         202.04  (meters)          (10/07/05) GPS OBS
 MB3247  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 MB3247
 MB3247  HORZ ORDER  -  FIRST
 MB3247  ELLP ORDER  -  FOURTH    CLASS I
 MB3247
 MB3247.The horizontal coordinates were established by GPS observations
 MB3247.and adjusted by the National Geodetic Survey in April 1998..
 MB3247
 MB3247.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3247
 MB3247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3247
 MB3247.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3247
 MB3247.The ellipsoidal height was determined by GPS observations
 MB3247.and is referenced to NAD 83.
 MB3247
 MB3247.The geoid height was determined by GEOID03.
 MB3247
 MB3247;                    North         East     Units Scale Factor Converg.
 MB3247;SPC OH N     -   189,919.802   649,389.203   MT  0.99995353   +0 23 16.3
 MB3247;UTM  17      - 4,580,833.386   423,937.936   MT  0.99967120   -0 36 04.5
 MB3247
 MB3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3247!SPC OH N     -   0.99996831  x   0.99995353  =   0.99992184
 MB3247!UTM  17      -   0.99996831  x   0.99967120  =   0.99963952
 MB3247
 MB3247                          SUPERSEDED SURVEY CONTROL
 MB3247
 MB3247  ELLIP H (04/01/98)  202.08   (m)                       GP(       ) 4 1
 MB3247  NAD 83(1995)-  41 22 31.54028(N)    081 54 34.50125(W) AD(       ) 1
 MB3247  NAD 83(1986)-  41 22 31.54412(N)    081 54 34.50285(W) AD(       ) 1
 MB3247  NGVD 29 (11/06/91)  236.4    (m)          776.     (f) GPS OBS        
 MB3247
 MB3247.Superseded values are not recommended for survey control.
 MB3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3247.See file dsdata.txt to determine how the superseded data were derived.
 MB3247
 MB3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2393880833(NAD 83)
 MB3247_MARKER: DD = SURVEY DISK
 MB3247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3247_SP_SET: CONCRETE POST
 MB3247_STAMPING: OM 1482
 MB3247_MARK LOGO: CRGS  
 MB3247_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB3247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3247+STABILITY: SURFACE MOTION
 MB3247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3247+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1990
 MB3247
 MB3247  HISTORY     - Date     Condition        Report By
 MB3247  HISTORY     - UNK      MONUMENTED
 MB3247  HISTORY     - 19900330 GOOD             AEROS
 MB3247
 MB3247                          STATION DESCRIPTION
 MB3247
 MB3247'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3247'THE STATION IS LOCATED 1.94 KM (1.20 MI) NORTH OF INTERSTATE 80
 MB3247'(TURNPIKE), ABOUT 5.33 KM (3.30 MI) EAST OF THE LORAIN COUNTY LINE, AT
 MB3247'MAPLEWAY DRIVE JUST SOUTH OF NORTH DEPOT STREET.
 MB3247'TO REACH FROM THE INTERSECTION OF INTERSTATE 480 AND STEARNS ROAD, GO
 MB3247'SOUTH FOR 2.75 KM (1.70 MI) ON STEARNS ROAD TO BAGLEY ROAD.  TURN LEFT
 MB3247'AND GO EAST FOR 2.91 KM (1.80 MI) ON BAGLEY ROAD TO MAPLEWAY DRIVE.
 MB3247'TURN LEFT AND GO NORTH FOR 0.48 KM (0.30 MI) ON MAPLEWAY DRIVE TO THE
 MB3247'STATION ON THE LEFT.
 MB3247'STATION IS A SURVEY DISK SET INTO THE TOP OF A 14 CM DIAMETER CONCRETE
 MB3247'MONUMENT RECESSED 22.5 CM BELOW THE GROUND ENCASED IN A ROUND IRON
 MB3247'MONUMENT BOX.  LOCATED 8.83 M (29.0 FT) SOUTH OF THE CENTERLINE OF
 MB3247'NORTH DEPOT STREET, 7.62 M (25.0 FT) WEST OF THE CENTERLINE OF
 MB3247'MAPLEWAY, 19.50 M (64.0 FT) NORTH OF THE NORTH RAIL OF THE RAILROAD
 MB3247'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1320 ***********************************************************************
 JX1320  DESIGNATION -  8 WSM
 JX1320  PID         -  JX1320
 JX1320  STATE/COUNTY-  OH/MEIGS
 JX1320  USGS QUAD   -  PORTLAND (1994)
 JX1320
 JX1320                         *CURRENT SURVEY CONTROL
 JX1320  ___________________________________________________________________
 JX1320* NAD 83(1986)-  39 03 39.     (N)    081 48 46.     (W)     SCALED    
 JX1320* NAVD 88     -       185.634  (meters)     609.03   (feet)  ADJUSTED  
 JX1320  ___________________________________________________________________
 JX1320  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX1320  DYNAMIC HT  -         185.515 (meters)     608.64  (feet)  COMP
 JX1320  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 JX1320
 JX1320  VERT ORDER  -  SECOND    CLASS 0
 JX1320
 JX1320.The horizontal coordinates were scaled from a topographic map and have
 JX1320.an estimated accuracy of +/- 6 seconds.
 JX1320
 JX1320.The orthometric height was determined by differential leveling
 JX1320.and adjusted by the National Geodetic Survey in June 1991..
 JX1320
 JX1320.The geoid height was determined by GEOID03.
 JX1320
 JX1320.The dynamic height is computed by dividing the NAVD 88
 JX1320.geopotential number by the normal gravity value computed on the
 JX1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1320.degrees latitude (g = 980.6199 gals.).
 JX1320
 JX1320.The modeled gravity was interpolated from observed gravity values.
 JX1320
 JX1320;                    North         East    Units  Estimated Accuracy
 JX1320;SPC OH S     -   117,990.      659,480.      MT  (+/- 180 meters Scaled)
 JX1320
 JX1320                          SUPERSEDED SURVEY CONTROL
 JX1320
 JX1320  NGVD 29 (??/??/92)  185.820  (m)          609.64   (f) ADJ UNCH    2 0
 JX1320
 JX1320.Superseded values are not recommended for survey control.
 JX1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1320.See file dsdata.txt to determine how the superseded data were derived.
 JX1320
 JX1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD296238(NAD 83)
 JX1320_MARKER: DD = SURVEY DISK
 JX1320_SETTING: 66 = SET IN ROCK OUTCROP
 JX1320_SP_SET: ROCK OUTCROP
 JX1320_STAMPING: 8 WSM 610 1957
 JX1320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1320+STABILITY: POSITION/ELEVATION WELL
 JX1320
 JX1320  HISTORY     - Date     Condition        Report By
 JX1320  HISTORY     - 1957     MONUMENTED       USGS
 JX1320  HISTORY     - 1958     GOOD             NGS
 JX1320  HISTORY     - 1976     GOOD             NGS
 JX1320
 JX1320                          STATION DESCRIPTION
 JX1320
 JX1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX1320'2 MI S FROM LONG BOTTOM.
 JX1320'ABOUT 1.95 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POST
 JX1320'OFFICE AT LONG BOTTOM, 0.55 MILE SOUTHEAST OF BRIDGE OVER SHADE
 JX1320'RIVER, 37 YARDS SOUTHEAST OF THE JUNCTION OF LONG RUN RD. 149
 JX1320'LEADING SOUTHWEST, 42 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 JX1320'THE HIGHWAY, 21 FEET EAST OF THE EAST PORCH CORNER OF HOUSE, IN
 JX1320'TOP OF A LARGE SLANTING ROCK OUTCROP WHICH COVERS MOST OF AREA
 JX1320'BETWEEN THE HIGHWAY AND HOUSE, AND ABOUT 18 FEET BELOW THE LEVEL
 JX1320'OF THE HIGHWAY.
 JX1320
 JX1320                          STATION RECOVERY (1976)
 JX1320
 JX1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1452 ***********************************************************************
 KY1452  DESIGNATION -  80 01
 KY1452  PID         -  KY1452
 KY1452  STATE/COUNTY-  OH/HARRISON
 KY1452  USGS QUAD   -  BOWERSTON (1994)
 KY1452
 KY1452                         *CURRENT SURVEY CONTROL
 KY1452  ___________________________________________________________________
 KY1452* NAD 83(1986)-  40 25 30.     (N)    081 09 50.     (W)     SCALED    
 KY1452* NAVD 88     -       290.837  (meters)     954.19   (feet)  ADJUSTED  
 KY1452  ___________________________________________________________________
 KY1452  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KY1452  DYNAMIC HT  -         290.686 (meters)     953.69  (feet)  COMP
 KY1452  MODELED GRAV-     980,100.1   (mgal)                       NAVD 88
 KY1452
 KY1452  VERT ORDER  -  SECOND    CLASS 0
 KY1452
 KY1452.The horizontal coordinates were scaled from a topographic map and have
 KY1452.an estimated accuracy of +/- 6 seconds.
 KY1452
 KY1452.The orthometric height was determined by differential leveling
 KY1452.and adjusted by the National Geodetic Survey in June 1991..
 KY1452
 KY1452.The geoid height was determined by GEOID03.
 KY1452
 KY1452.The dynamic height is computed by dividing the NAVD 88
 KY1452.geopotential number by the normal gravity value computed on the
 KY1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1452.degrees latitude (g = 980.6199 gals.).
 KY1452
 KY1452.The modeled gravity was interpolated from observed gravity values.
 KY1452
 KY1452;                    North         East    Units  Estimated Accuracy
 KY1452;SPC OH N     -    85,080.      713,380.      MT  (+/- 180 meters Scaled)
 KY1452
 KY1452                          SUPERSEDED SURVEY CONTROL
 KY1452
 KY1452  NGVD 29 (??/??/92)  291.029  (m)          954.82   (f) ADJ UNCH    2 0
 KY1452
 KY1452.Superseded values are not recommended for survey control.
 KY1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1452.See file dsdata.txt to determine how the superseded data were derived.
 KY1452
 KY1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME860749(NAD 83)
 KY1452_MARKER: B = BOLT
 KY1452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1452_SP_SET: BRIDGE COPING
 KY1452_MARK LOGO: PRR   
 KY1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1452
 KY1452  HISTORY     - Date     Condition        Report By
 KY1452  HISTORY     - 1934     MONUMENTED       PRR
 KY1452
 KY1452                          STATION DESCRIPTION
 KY1452
 KY1452'DESCRIBED BY PENNSYLVANIA RAILROAD 1934
 KY1452'1.1 MI W FROM CONOTTON.
 KY1452'1.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1452'AT CONOTTON, HARRISON COUNTY, 20 YARDS WEST OF MILEPOST 80, AT
 KY1452'BRIDGE NO. 80.01, IN THE TOP OF THE NORTH COPING, 2.8 YARDS
 KY1452'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 1.5 FEET NORTHWEST OF
 KY1452'THE SOUTHEAST CORNER OF THE COPING, AND ABOUT 1 FOOT BELOW THE
 KY1452'TOP OF THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0643 ***********************************************************************
 HY0643  DESIGNATION -  80 JJS
 HY0643  PID         -  HY0643
 HY0643  STATE/COUNTY-  OH/LAWRENCE
 HY0643  USGS QUAD   -  HUNTINGTON (1985)
 HY0643
 HY0643                         *CURRENT SURVEY CONTROL
 HY0643  ___________________________________________________________________
 HY0643* NAD 83(1986)-  38 28 25.     (N)    082 26 36.     (W)     SCALED    
 HY0643* NAVD 88     -       169.886  (meters)     557.37   (feet)  ADJUSTED  
 HY0643  ___________________________________________________________________
 HY0643  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HY0643  DYNAMIC HT  -         169.772 (meters)     556.99  (feet)  COMP
 HY0643  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 HY0643
 HY0643  VERT ORDER  -  SECOND    CLASS 0
 HY0643
 HY0643.The horizontal coordinates were scaled from a topographic map and have
 HY0643.an estimated accuracy of +/- 6 seconds.
 HY0643
 HY0643.The orthometric height was determined by differential leveling
 HY0643.and adjusted by the National Geodetic Survey in June 1991..
 HY0643
 HY0643.The geoid height was determined by GEOID03.
 HY0643
 HY0643.The dynamic height is computed by dividing the NAVD 88
 HY0643.geopotential number by the normal gravity value computed on the
 HY0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0643.degrees latitude (g = 980.6199 gals.).
 HY0643
 HY0643.The modeled gravity was interpolated from observed gravity values.
 HY0643
 HY0643;                    North         East    Units  Estimated Accuracy
 HY0643;SPC OH S     -    52,580.      604,950.      MT  (+/- 180 meters Scaled)
 HY0643
 HY0643                          SUPERSEDED SURVEY CONTROL
 HY0643
 HY0643  NGVD 29 (??/??/92)  170.069  (m)          557.97   (f) ADJ UNCH    2 0
 HY0643
 HY0643.Superseded values are not recommended for survey control.
 HY0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0643.See file dsdata.txt to determine how the superseded data were derived.
 HY0643
 HY0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC740593(NAD 83)
 HY0643_MARKER: DD = SURVEY DISK
 HY0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0643_STAMPING: 80 JJS 1956 558
 HY0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0643+STABILITY: SURFACE MOTION
 HY0643
 HY0643  HISTORY     - Date     Condition        Report By
 HY0643  HISTORY     - 1956     MONUMENTED       USGS
 HY0643  HISTORY     - 1958     GOOD             NGS
 HY0643
 HY0643                          STATION DESCRIPTION
 HY0643
 HY0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0643'2 MI SE FROM GETAWAY.
 HY0643'ABOUT 1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 243 FROM THE
 HY0643'METHODIST CHURCH AT GETAWAY, IN SECTION 9, T 1N, R 16W, AT THE
 HY0643'JUNCTION OF A PRIVATE DIRT ROAD SOUTHEAST, 24 FEET EAST OF THE
 HY0643'CENTER LINE OF THE HIGHWAY, 23 FEET SOUTHWEST OF THE CENTER LINE
 HY0643'OF THE PRIVATE ROAD, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HY0643'JUNCTION, 42 1/2 FEET SOUTH AND ACROSS THE PRIVATE ROAD FROM THE
 HY0643'EAST END OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 1 1/2 FEET
 HY0643'NORTH OF A CONCRETE WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL
 HY0643'OF THE HIGHWAY, A USGS DISK SET IN THE TOP OF A CONCRETE POST
 HY0643'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1798 ***********************************************************************
 MB1798  DESIGNATION -  800
 MB1798  PID         -  MB1798
 MB1798  STATE/COUNTY-  OH/CUYAHOGA
 MB1798  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1798
 MB1798                         *CURRENT SURVEY CONTROL
 MB1798  ___________________________________________________________________
 MB1798* NAD 83(1986)-  41 26 38.     (N)    081 37 30.     (W)     SCALED    
 MB1798* NAVD 88     -       243.280  (meters)     798.16   (feet)  ADJUSTED  
 MB1798  ___________________________________________________________________
 MB1798  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 MB1798  DYNAMIC HT  -         243.181 (meters)     797.84  (feet)  COMP
 MB1798  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 MB1798
 MB1798  VERT ORDER  -  FIRST     CLASS II
 MB1798
 MB1798.The horizontal coordinates were scaled from a topographic map and have
 MB1798.an estimated accuracy of +/- 6 seconds.
 MB1798
 MB1798.The orthometric height was determined by differential leveling
 MB1798.and adjusted by the National Geodetic Survey in June 1991..
 MB1798
 MB1798.The geoid height was determined by GEOID03.
 MB1798
 MB1798.The dynamic height is computed by dividing the NAVD 88
 MB1798.geopotential number by the normal gravity value computed on the
 MB1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1798.degrees latitude (g = 980.6199 gals.).
 MB1798
 MB1798.The modeled gravity was interpolated from observed gravity values.
 MB1798
 MB1798;                    North         East    Units  Estimated Accuracy
 MB1798;SPC OH N     -   197,720.      673,120.      MT  (+/- 180 meters Scaled)
 MB1798
 MB1798                          SUPERSEDED SURVEY CONTROL
 MB1798
 MB1798  NGVD 29 (06/03/92)  243.506  (m)          798.90   (f) ADJUSTED    1 2
 MB1798
 MB1798.Superseded values are not recommended for survey control.
 MB1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1798.See file dsdata.txt to determine how the superseded data were derived.
 MB1798
 MB1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF477882(NAD 83)
 MB1798_MARKER: DD = SURVEY DISK
 MB1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1798_SP_SET: CONCRETE POST
 MB1798_STAMPING: 800
 MB1798_MARK LOGO: CRGS  
 MB1798_PROJECTION: RECESSED 1 CENTIMETERS
 MB1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1798+STABILITY: SURFACE MOTION
 MB1798
 MB1798  HISTORY     - Date     Condition        Report By
 MB1798  HISTORY     - 1939     MONUMENTED       CRGS
 MB1798  HISTORY     - 1983     GOOD             NGS
 MB1798  HISTORY     - 19940605 GOOD             USPSQD
 MB1798  HISTORY     - 19951028 GOOD             USPSQD
 MB1798  HISTORY     - 20050423 GOOD             USPSQD
 MB1798
 MB1798                          STATION DESCRIPTION
 MB1798
 MB1798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1798'IN CLEVELAND.
 MB1798'IN CLEVELAND, ALONG WARNER ROAD, AT THE INTERSECTION OF TURNEY ROAD,
 MB1798'IN THE SIDEWALK, IN THE TOP OF A CONCRETE POST AND PROTECTED BY A
 MB1798'9-INCH CAST IRON BOX, 7.10 METERS (23.3 FT) WEST OF THE CENTERLINE OF
 MB1798'WARNER ROAD, 3.99 METERS (13.1 FT) SOUTH OF UTILITY POLE 8-543 WITH A
 MB1798'STREET LAMP, 3.47 METERS (11.4 FT) SOUTHEAST OF THE NORTHEAST CORNER
 MB1798'OF BUILDING 4248, 0.91 METER (3.0 FT) NORTH OF THE EXTENDED CENTERLINE
 MB1798'OF TURNEY ROAD.
 MB1798
 MB1798                          STATION RECOVERY (1994)
 MB1798
 MB1798'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1798'RECOVERED IN GOOD CONDITION.
 MB1798
 MB1798                          STATION RECOVERY (1995)
 MB1798
 MB1798'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1798'RECOVERED IN GOOD CONDITION.
 MB1798
 MB1798                          STATION RECOVERY (2005)
 MB1798
 MB1798'RECOVERY NOTE BY US POWER SQUADRON 2005
 MB1798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1476 ***********************************************************************
 KZ1476  DESIGNATION -  801
 KZ1476  PID         -  KZ1476
 KZ1476  STATE/COUNTY-  OH/WYANDOT
 KZ1476  USGS QUAD   -  MC CUTCHENVILLE (1971)
 KZ1476
 KZ1476                         *CURRENT SURVEY CONTROL
 KZ1476  ___________________________________________________________________
 KZ1476* NAD 83(1986)-  40 55 17.     (N)    083 20 52.     (W)     SCALED    
 KZ1476* NAVD 88     -       243.939  (meters)     800.32   (feet)  ADJUSTED  
 KZ1476  ___________________________________________________________________
 KZ1476  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 KZ1476  DYNAMIC HT  -         243.824 (meters)     799.95  (feet)  COMP
 KZ1476  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 KZ1476
 KZ1476  VERT ORDER  -  SECOND    CLASS 0
 KZ1476
 KZ1476.The horizontal coordinates were scaled from a topographic map and have
 KZ1476.an estimated accuracy of +/- 6 seconds.
 KZ1476
 KZ1476.The orthometric height was determined by differential leveling
 KZ1476.and adjusted by the National Geodetic Survey in June 1991..
 KZ1476
 KZ1476.The geoid height was determined by GEOID03.
 KZ1476
 KZ1476.The dynamic height is computed by dividing the NAVD 88
 KZ1476.geopotential number by the normal gravity value computed on the
 KZ1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1476.degrees latitude (g = 980.6199 gals.).
 KZ1476
 KZ1476.The modeled gravity was interpolated from observed gravity values.
 KZ1476
 KZ1476;                    North         East    Units  Estimated Accuracy
 KZ1476;SPC OH N     -   139,680.      528,590.      MT  (+/- 180 meters Scaled)
 KZ1476
 KZ1476                          SUPERSEDED SURVEY CONTROL
 KZ1476
 KZ1476  NGVD 29 (??/??/92)  244.068  (m)          800.75   (f) ADJ UNCH    2 0
 KZ1476
 KZ1476.Superseded values are not recommended for survey control.
 KZ1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1476.See file dsdata.txt to determine how the superseded data were derived.
 KZ1476
 KZ1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF023326(NAD 83)
 KZ1476_MARKER: S = SPIKE
 KZ1476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1476_SP_SET: TREE
 KZ1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1476
 KZ1476  HISTORY     - Date     Condition        Report By
 KZ1476  HISTORY     - UNK      MONUMENTED       OHHD
 KZ1476  HISTORY     - 1936     GOOD             NGS
 KZ1476
 KZ1476                          STATION DESCRIPTION
 KZ1476
 KZ1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1476'3.2 MI S FROM CAREY.
 KZ1476'3.2 MILES SOUTH ALONG U.S. HIGHWAY 23 FROM THE CHESAPEAKE AND
 KZ1476'OHIO RAILWAY STATION AT CAREY, WYANDOT COUNTY, 175 YARDS SOUTH
 KZ1476'OF A CONCRETE BRIDGE OVER TYMOCHTEE COUNTY, 73.5 FEET WEST OF THE
 KZ1476'CENTERLINE OF THE HIGHWAY, 40 FEET SOUTHWEST OF A CONCRETE CATCH
 KZ1476'BASIN, AND IN THE EAST SIDE OF THE BASE OF A 30-INCH OAK TREE.
 KZ1476'A 1/4-INCH SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1464 ***********************************************************************
 KY1464  DESIGNATION -  801
 KY1464  PID         -  KY1464
 KY1464  STATE/COUNTY-  OH/HOLMES
 KY1464  USGS QUAD   -  KILLBUCK (1994)
 KY1464
 KY1464                         *CURRENT SURVEY CONTROL
 KY1464  ___________________________________________________________________
 KY1464* NAD 83(1986)-  40 28 30.     (N)    081 58 52.     (W)     SCALED    
 KY1464* NAVD 88     -       244.051  (meters)     800.69   (feet)  ADJUSTED  
 KY1464  ___________________________________________________________________
 KY1464  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KY1464  DYNAMIC HT  -         243.929 (meters)     800.29  (feet)  COMP
 KY1464  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 KY1464
 KY1464  VERT ORDER  -  SECOND    CLASS 0
 KY1464
 KY1464.The horizontal coordinates were scaled from a topographic map and have
 KY1464.an estimated accuracy of +/- 6 seconds.
 KY1464
 KY1464.The orthometric height was determined by differential leveling
 KY1464.and adjusted by the National Geodetic Survey in June 1991..
 KY1464
 KY1464.The geoid height was determined by GEOID03.
 KY1464
 KY1464.The dynamic height is computed by dividing the NAVD 88
 KY1464.geopotential number by the normal gravity value computed on the
 KY1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1464.degrees latitude (g = 980.6199 gals.).
 KY1464
 KY1464.The modeled gravity was interpolated from observed gravity values.
 KY1464
 KY1464;                    North         East    Units  Estimated Accuracy
 KY1464;SPC OH N     -    89,890.      644,000.      MT  (+/- 180 meters Scaled)
 KY1464
 KY1464                          SUPERSEDED SURVEY CONTROL
 KY1464
 KY1464  NGVD 29 (??/??/92)  244.258  (m)          801.37   (f) ADJ UNCH    2 0
 KY1464
 KY1464.Superseded values are not recommended for survey control.
 KY1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1464.See file dsdata.txt to determine how the superseded data were derived.
 KY1464
 KY1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME168809(NAD 83)
 KY1464_MARKER: Q = CHISELED SQUARE
 KY1464_SETTING: 80 = SET IN A BOULDER
 KY1464_SP_SET: BOULDER
 KY1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1464+STABILITY: SURFACE MOTION
 KY1464
 KY1464  HISTORY     - Date     Condition        Report By
 KY1464  HISTORY     - UNK      MONUMENTED       OHDT
 KY1464  HISTORY     - 1934     GOOD             NGS
 KY1464
 KY1464                          STATION DESCRIPTION
 KY1464
 KY1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1464'2 MI S FROM KILLBUCK.
 KY1464'2.0 MILES SOUTH ALONG STATE HIGHWAY 234 FROM THE PENNSYLVANIA
 KY1464'RAILROAD STATION AT KILLBUCK, HOLMES COUNTY, AT THE SOUTH END
 KY1464'OF CARPENTER NARROWS, 150 FEET EAST OF THE CENTERLINE OF THE
 KY1464'P.R.R. TRACK, 100 FEET WEST OF A FARMHOUSE, 33 FEET EAST OF THE
 KY1464'CENTERLINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTERLINE OF
 KY1464'A PRIVATE DRIVE, AND ON THE TOP OF A LARGE SANDSTONE ROCK.
 KY1464'A 2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0804 ***********************************************************************
 JY0804  DESIGNATION -  803.82
 JY0804  PID         -  JY0804
 JY0804  STATE/COUNTY-  OH/FRANKLIN
 JY0804  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0804
 JY0804                         *CURRENT SURVEY CONTROL
 JY0804  ___________________________________________________________________
 JY0804* NAD 83(1986)-  39 59 16.     (N)    082 53 15.     (W)     SCALED    
 JY0804* NAVD 88     -       244.850  (meters)     803.31   (feet)  ADJUSTED  
 JY0804  ___________________________________________________________________
 JY0804  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JY0804  DYNAMIC HT  -         244.712 (meters)     802.86  (feet)  COMP
 JY0804  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 JY0804
 JY0804  VERT ORDER  -  FIRST     CLASS II
 JY0804
 JY0804.This mark is at Port Columbus Intl Airport (CMH)
 JY0804
 JY0804.The horizontal coordinates were scaled from a topographic map and have
 JY0804.an estimated accuracy of +/- 6 seconds.
 JY0804
 JY0804.The orthometric height was determined by differential leveling
 JY0804.and adjusted by the National Geodetic Survey in June 1991..
 JY0804
 JY0804.The geoid height was determined by GEOID03.
 JY0804
 JY0804.The dynamic height is computed by dividing the NAVD 88
 JY0804.geopotential number by the normal gravity value computed on the
 JY0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0804.degrees latitude (g = 980.6199 gals.).
 JY0804
 JY0804.The modeled gravity was interpolated from observed gravity values.
 JY0804
 JY0804;                    North         East    Units  Estimated Accuracy
 JY0804;SPC OH S     -   220,750.      566,900.      MT  (+/- 180 meters Scaled)
 JY0804
 JY0804                          SUPERSEDED SURVEY CONTROL
 JY0804
 JY0804  NGVD 29 (??/??/92)  245.034  (m)          803.92   (f) ADJ UNCH    1 2
 JY0804
 JY0804.Superseded values are not recommended for survey control.
 JY0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0804.See file dsdata.txt to determine how the superseded data were derived.
 JY0804
 JY0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE388281(NAD 83)
 JY0804_MARKER: DD = SURVEY DISK
 JY0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0804_SP_SET: SIDEWALK
 JY0804_STAMPING: ELEV 803.82 BM
 JY0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0804
 JY0804  HISTORY     - Date     Condition        Report By
 JY0804  HISTORY     - UNK      MONUMENTED       NAAV
 JY0804  HISTORY     - 1954     GOOD             NGS
 JY0804
 JY0804                          STATION DESCRIPTION
 JY0804
 JY0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0804'AT PORT COLUMBUS AIRPORT.
 JY0804'AT PORT COLUMBUS AIRPORT, LOCATED AT BAGSHAW ROAD AND EAST
 JY0804'FIFTH AVENUE, LOCATED IN CENTER OF SIDE WALK OF MAIN SOUTH
 JY0804'ENTRANCE TO BUILDING NO. 3 OF NORTH AMERICAN AVIATION, 19 1/2
 JY0804'FEET SOUTH OF CENTER OF REVOLVING DOOR OF ENTRANCE, 74 FEET
 JY0804'NORTH OF FLAG POLE AND FLUSH WITH SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0542 ***********************************************************************
 JY0542  DESIGNATION -  804
 JY0542  PID         -  JY0542
 JY0542  STATE/COUNTY-  OH/HOCKING
 JY0542  USGS QUAD   -  LAURELVILLE (1992)
 JY0542
 JY0542                         *CURRENT SURVEY CONTROL
 JY0542  ___________________________________________________________________
 JY0542* NAD 83(1986)-  39 29 49.     (N)    082 40 13.     (W)     SCALED    
 JY0542* NAVD 88     -       244.954  (meters)     803.65   (feet)  ADJUSTED  
 JY0542  ___________________________________________________________________
 JY0542  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JY0542  DYNAMIC HT  -         244.807 (meters)     803.17  (feet)  COMP
 JY0542  MODELED GRAV-     980,020.7   (mgal)                       NAVD 88
 JY0542
 JY0542  VERT ORDER  -  SECOND    CLASS 0
 JY0542
 JY0542.The horizontal coordinates were scaled from a topographic map and have
 JY0542.an estimated accuracy of +/- 6 seconds.
 JY0542
 JY0542.The orthometric height was determined by differential leveling
 JY0542.and adjusted by the National Geodetic Survey in June 1991..
 JY0542
 JY0542.The geoid height was determined by GEOID03.
 JY0542
 JY0542.The dynamic height is computed by dividing the NAVD 88
 JY0542.geopotential number by the normal gravity value computed on the
 JY0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0542.degrees latitude (g = 980.6199 gals.).
 JY0542
 JY0542.The modeled gravity was interpolated from observed gravity values.
 JY0542
 JY0542;                    North         East    Units  Estimated Accuracy
 JY0542;SPC OH S     -   166,200.      585,350.      MT  (+/- 180 meters Scaled)
 JY0542
 JY0542                          SUPERSEDED SURVEY CONTROL
 JY0542
 JY0542  NGVD 29 (??/??/92)  245.092  (m)          804.11   (f) ADJ UNCH    2 0
 JY0542
 JY0542.Superseded values are not recommended for survey control.
 JY0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0542.See file dsdata.txt to determine how the superseded data were derived.
 JY0542
 JY0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD563732(NAD 83)
 JY0542_MARKER: Z = SEE DESCRIPTION
 JY0542_SETTING: 0 = UNSPECIFIED SETTING
 JY0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0542
 JY0542  HISTORY     - Date     Condition        Report By
 JY0542  HISTORY     - UNK      MONUMENTED       USGS
 JY0542  HISTORY     - 1936     GOOD             NGS
 JY0542
 JY0542                          STATION DESCRIPTION
 JY0542
 JY0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JY0542'AT SOUTH PERRY.
 JY0542'AT SOUTH PERRY, HOCKING COUNTY, ON STATE HIGHWAY 180, 28 YARDS
 JY0542'NORTHWEST OF THE CENTER OF THE JUNCTION OF A STREET LEADING
 JY0542'NORTH, 18 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF A SINCLAIR
 JY0542'SERVICE STATION, 11 YARDS NORTH OF THE CENTERLINE OF THE
 JY0542'HIGHWAY, 4 YARDS SOUTH OF A CONCRETE CURB, ONE FOOT NORTHEAST
 JY0542'OF THE SOUTHWEST CORNER OF A FENCE, AND ABOUT ONE FOOT ABOVE
 JY0542'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1638 ***********************************************************************
 KY1638  DESIGNATION -  807
 KY1638  PID         -  KY1638
 KY1638  STATE/COUNTY-  OH/HOLMES
 KY1638  USGS QUAD   -  MILLERSBURG (1994)
 KY1638
 KY1638                         *CURRENT SURVEY CONTROL
 KY1638  ___________________________________________________________________
 KY1638* NAD 83(1986)-  40 30 10.     (N)    081 58 58.     (W)     SCALED    
 KY1638* NAVD 88     -       245.813  (meters)     806.47   (feet)  ADJUSTED  
 KY1638  ___________________________________________________________________
 KY1638  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KY1638  DYNAMIC HT  -         245.690 (meters)     806.07  (feet)  COMP
 KY1638  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 KY1638
 KY1638  VERT ORDER  -  SECOND    CLASS 0
 KY1638
 KY1638.The horizontal coordinates were scaled from a topographic map and have
 KY1638.an estimated accuracy of +/- 6 seconds.
 KY1638
 KY1638.The orthometric height was determined by differential leveling
 KY1638.and adjusted by the National Geodetic Survey in June 1991..
 KY1638
 KY1638.The geoid height was determined by GEOID03.
 KY1638
 KY1638.The dynamic height is computed by dividing the NAVD 88
 KY1638.geopotential number by the normal gravity value computed on the
 KY1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1638.degrees latitude (g = 980.6199 gals.).
 KY1638
 KY1638.The modeled gravity was interpolated from observed gravity values.
 KY1638
 KY1638;                    North         East    Units  Estimated Accuracy
 KY1638;SPC OH N     -    92,980.      643,840.      MT  (+/- 180 meters Scaled)
 KY1638
 KY1638                          SUPERSEDED SURVEY CONTROL
 KY1638
 KY1638  NGVD 29 (??/??/92)  246.020  (m)          807.15   (f) ADJ UNCH    2 0
 KY1638
 KY1638.Superseded values are not recommended for survey control.
 KY1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1638.See file dsdata.txt to determine how the superseded data were derived.
 KY1638
 KY1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME167840(NAD 83)
 KY1638_MARKER: DE = TRAVERSE STATION DISK
 KY1638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1638_SP_SET: BRIDGE SEAT
 KY1638_STAMPING: PRIM TRAV STA NO 10 807 1907
 KY1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1638
 KY1638  HISTORY     - Date     Condition        Report By
 KY1638  HISTORY     - 1907     MONUMENTED       USGS
 KY1638  HISTORY     - 1959     GOOD             NGS
 KY1638  HISTORY     - 1973     MARK NOT FOUND   OHDT
 KY1638
 KY1638                          STATION DESCRIPTION
 KY1638
 KY1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1638'AT KILLBUCK.
 KY1638'AT KILLBUCK, ABOUT 0.1 MILE SOUTHWEST ALONG THE PENNSYLVANIA
 KY1638'RAILROAD FROM THE STATION, 15 FEET NORTH OF THE NORTH RAIL, IN
 KY1638'TOP OF THE NORTH END OF THE EAST ABUTMENT (BRIDGE SEAT) TO THE
 KY1638'RAILROAD BRIDGE OVER KILLBUCK CREEK, 2 1/2 FEET SOUTH OF THE
 KY1638'NORTH END OF THE ABUTMENT, 3 FEET EAST OF THE WEST EDGE OF THE
 KY1638'ABUTMENT, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 KY1638
 KY1638                          STATION RECOVERY (1973)
 KY1638
 KY1638'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KY1638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0120 ***********************************************************************
 JZ0120  DESIGNATION -  807.58
 JZ0120  PID         -  JZ0120
 JZ0120  STATE/COUNTY-  OH/MONTGOMERY
 JZ0120  USGS QUAD   -  FAIRBORN (1992)
 JZ0120
 JZ0120                         *CURRENT SURVEY CONTROL
 JZ0120  ___________________________________________________________________
 JZ0120* NAD 83(1986)-  39 47 33.     (N)    084 05 41.     (W)     SCALED    
 JZ0120* NAVD 88     -       245.850  (meters)     806.59   (feet)  ADJUSTED  
 JZ0120  ___________________________________________________________________
 JZ0120  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JZ0120  DYNAMIC HT  -         245.716 (meters)     806.15  (feet)  COMP
 JZ0120  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 JZ0120
 JZ0120  VERT ORDER  -  SECOND    CLASS 0
 JZ0120
 JZ0120.The horizontal coordinates were scaled from a topographic map and have
 JZ0120.an estimated accuracy of +/- 6 seconds.
 JZ0120
 JZ0120.The orthometric height was determined by differential leveling
 JZ0120.and adjusted by the National Geodetic Survey in June 1991..
 JZ0120
 JZ0120.The geoid height was determined by GEOID03.
 JZ0120
 JZ0120.The dynamic height is computed by dividing the NAVD 88
 JZ0120.geopotential number by the normal gravity value computed on the
 JZ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0120.degrees latitude (g = 980.6199 gals.).
 JZ0120
 JZ0120.The modeled gravity was interpolated from observed gravity values.
 JZ0120
 JZ0120;                    North         East    Units  Estimated Accuracy
 JZ0120;SPC OH S     -   200,200.      463,420.      MT  (+/- 180 meters Scaled)
 JZ0120
 JZ0120                          SUPERSEDED SURVEY CONTROL
 JZ0120
 JZ0120  NGVD 29 (??/??/92)  246.062  (m)          807.29   (f) ADJ UNCH    2 0
 JZ0120
 JZ0120.Superseded values are not recommended for survey control.
 JZ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0120.See file dsdata.txt to determine how the superseded data were derived.
 JZ0120
 JZ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK487087(NAD 83)
 JZ0120_MARKER: DD = SURVEY DISK
 JZ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0120_STAMPING: 13+60 N 0+06 W 807.58
 JZ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0120+STABILITY: SURFACE MOTION
 JZ0120
 JZ0120  HISTORY     - Date     Condition        Report By
 JZ0120  HISTORY     - UNK      MONUMENTED       DOD
 JZ0120  HISTORY     - 1947     GOOD             NGS
 JZ0120
 JZ0120                          STATION DESCRIPTION
 JZ0120
 JZ0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0120'AT WRIGHT FIELD.
 JZ0120'AT WRIGHT FIELD, ABOUT 0.55 MILE EAST AND NORTH ALONG 10TH AND
 JZ0120'E STREETS FROM THE CONTROL TOWER, AT THE INTERSECTION OF E AND
 JZ0120'3RD STREETS, BETWEEN TWO RAILROAD SPUR TRACKS, 39 FEET SOUTH OF
 JZ0120'THE CENTER LINE OF 3RD STREET, 40 FEET FROM THE CENTER LINE OF
 JZ0120'E STREET, 4.2 FEET EAST OF THE EAST RAIL OF THE WEST TRACK, 4
 JZ0120'FEET WEST OF THE WEST RAIL OF THE EAST TRACK, ABOUT 0.5 FOOT
 JZ0120'BELOW 3RD STREET, ABOUT LEVEL WITH E STREET AND SET IN THE TOP
 JZ0120'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0119 ***********************************************************************
 JZ0119  DESIGNATION -  807.76
 JZ0119  PID         -  JZ0119
 JZ0119  STATE/COUNTY-  OH/MONTGOMERY
 JZ0119  USGS QUAD   -  FAIRBORN (1992)
 JZ0119
 JZ0119                         *CURRENT SURVEY CONTROL
 JZ0119  ___________________________________________________________________
 JZ0119* NAD 83(1986)-  39 47 24.     (N)    084 05 41.     (W)     SCALED    
 JZ0119* NAVD 88     -       245.896  (meters)     806.74   (feet)  ADJUSTED  
 JZ0119  ___________________________________________________________________
 JZ0119  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JZ0119  DYNAMIC HT  -         245.762 (meters)     806.30  (feet)  COMP
 JZ0119  MODELED GRAV-     980,071.8   (mgal)                       NAVD 88
 JZ0119
 JZ0119  VERT ORDER  -  SECOND    CLASS 0
 JZ0119
 JZ0119.The horizontal coordinates were scaled from a topographic map and have
 JZ0119.an estimated accuracy of +/- 6 seconds.
 JZ0119
 JZ0119.The orthometric height was determined by differential leveling
 JZ0119.and adjusted by the National Geodetic Survey in June 1991..
 JZ0119
 JZ0119.The geoid height was determined by GEOID03.
 JZ0119
 JZ0119.The dynamic height is computed by dividing the NAVD 88
 JZ0119.geopotential number by the normal gravity value computed on the
 JZ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0119.degrees latitude (g = 980.6199 gals.).
 JZ0119
 JZ0119.The modeled gravity was interpolated from observed gravity values.
 JZ0119
 JZ0119;                    North         East    Units  Estimated Accuracy
 JZ0119;SPC OH S     -   199,920.      463,420.      MT  (+/- 180 meters Scaled)
 JZ0119
 JZ0119                          SUPERSEDED SURVEY CONTROL
 JZ0119
 JZ0119  NGVD 29 (??/??/92)  246.108  (m)          807.44   (f) ADJ UNCH    2 0
 JZ0119
 JZ0119.Superseded values are not recommended for survey control.
 JZ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0119.See file dsdata.txt to determine how the superseded data were derived.
 JZ0119
 JZ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK487084(NAD 83)
 JZ0119_MARKER: DD = SURVEY DISK
 JZ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0119_STAMPING: 5+40N 0+06 W 807.76
 JZ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0119+STABILITY: SURFACE MOTION
 JZ0119
 JZ0119  HISTORY     - Date     Condition        Report By
 JZ0119  HISTORY     - UNK      MONUMENTED       DOD
 JZ0119  HISTORY     - 1947     GOOD             NGS
 JZ0119
 JZ0119                          STATION DESCRIPTION
 JZ0119
 JZ0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0119'AT WRIGHT FIELD.
 JZ0119'AT WRIGHT FIELD, ABOUT 0.4 MILE EAST AND NORTH ALONG 10TH AND
 JZ0119'E STREETS FROM THE CONTROL TOWER, AT THE INTERSECTION OF E AND
 JZ0119'5TH STREETS, BETWEEN TWO RAILROAD SPUR TRACKS, 30.9 FEET NORTH OF
 JZ0119'THE CENTER LINE OF 5TH STREET, 41 FEET EAST OF THE CENTER LINE
 JZ0119'OF E STREET, 23.4 FEET WEST OF THE SOUTHWEST CORNER OF BUILDING
 JZ0119'NO. 56, 3.8 FEET WEST OF THE WEST RAIL OF THE EAST TRACK, 4.2
 JZ0119'FEET EAST OF THE EAST RAIL OF THE WEST TRACK, AND SET IN THE TOP
 JZ0119'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0118 ***********************************************************************
 JZ0118  DESIGNATION -  808.01
 JZ0118  PID         -  JZ0118
 JZ0118  STATE/COUNTY-  OH/MONTGOMERY
 JZ0118  USGS QUAD   -  FAIRBORN (1992)
 JZ0118
 JZ0118                         *CURRENT SURVEY CONTROL
 JZ0118  ___________________________________________________________________
 JZ0118* NAD 83(1986)-  39 47 19.     (N)    084 05 40.     (W)     SCALED    
 JZ0118* NAVD 88     -       246.006  (meters)     807.10   (feet)  ADJUSTED  
 JZ0118  ___________________________________________________________________
 JZ0118  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JZ0118  DYNAMIC HT  -         245.871 (meters)     806.66  (feet)  COMP
 JZ0118  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 JZ0118
 JZ0118  VERT ORDER  -  SECOND    CLASS 0
 JZ0118
 JZ0118.The horizontal coordinates were scaled from a topographic map and have
 JZ0118.an estimated accuracy of +/- 6 seconds.
 JZ0118
 JZ0118.The orthometric height was determined by differential leveling
 JZ0118.and adjusted by the National Geodetic Survey in June 1991..
 JZ0118
 JZ0118.The geoid height was determined by GEOID03.
 JZ0118
 JZ0118.The dynamic height is computed by dividing the NAVD 88
 JZ0118.geopotential number by the normal gravity value computed on the
 JZ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0118.degrees latitude (g = 980.6199 gals.).
 JZ0118
 JZ0118.The modeled gravity was interpolated from observed gravity values.
 JZ0118
 JZ0118;                    North         East    Units  Estimated Accuracy
 JZ0118;SPC OH S     -   199,770.      463,440.      MT  (+/- 180 meters Scaled)
 JZ0118
 JZ0118                          SUPERSEDED SURVEY CONTROL
 JZ0118
 JZ0118  NGVD 29 (??/??/92)  246.217  (m)          807.80   (f) ADJ UNCH    2 0
 JZ0118
 JZ0118.Superseded values are not recommended for survey control.
 JZ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0118.See file dsdata.txt to determine how the superseded data were derived.
 JZ0118
 JZ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK488083(NAD 83)
 JZ0118_MARKER: DD = SURVEY DISK
 JZ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0118_STAMPING: 0+00 N+S 0+06 W 808.01
 JZ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0118+STABILITY: SURFACE MOTION
 JZ0118
 JZ0118  HISTORY     - Date     Condition        Report By
 JZ0118  HISTORY     - UNK      MONUMENTED       DOD
 JZ0118  HISTORY     - 1947     GOOD             NGS
 JZ0118
 JZ0118                          STATION DESCRIPTION
 JZ0118
 JZ0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0118'AT WRIGHT FIELD.
 JZ0118'AT WRIGHT FIELD, ABOUT 0.3 MILE EAST AND NORTH ALONG 10TH AND
 JZ0118'E STREET FROM THE CONTROL TOWER, AT THE INTERSECTION OF E AND
 JZ0118'6TH STREETS, BETWEEN TWO RAILROAD SPUR TRACKS, 21.5 FEET EAST OF
 JZ0118'THE STEEL FENCE AROUND A LOT WITH POWER TRANSFORMER, 81 FEET
 JZ0118'NORTH OF THE NORTH CURB OF 6TH STREET, 8.5 FEET WEST OF THE
 JZ0118'WEST CURB OF E STREET, 3.8 FEET WEST OF THE WEST RAIL OF THE EAST
 JZ0118'TRACK, 6.5 FEET EAST OF THE EAST RAIL OF THE WEST TRACK AND
 JZ0118'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1374 ***********************************************************************
 KY1374  DESIGNATION -  81
 KY1374  PID         -  KY1374
 KY1374  STATE/COUNTY-  OH/BELMONT
 KY1374  USGS QUAD   -  FLUSHING (1994)
 KY1374
 KY1374                         *CURRENT SURVEY CONTROL
 KY1374  ___________________________________________________________________
 KY1374* NAD 83(1986)-  40 07 54.     (N)    081 03 09.     (W)     SCALED    
 KY1374* NAVD 88     -       333.643  (meters)    1094.63   (feet)  POSTED    
 KY1374  ___________________________________________________________________
 KY1374  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY1374  DYNAMIC HT  -         333.460 (meters)    1094.03  (feet)  COMP
 KY1374  MODELED GRAV-     980,063.5   (mgal)                       NAVD 88
 KY1374
 KY1374  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KY1374
 KY1374.The horizontal coordinates were scaled from a topographic map and have
 KY1374.an estimated accuracy of +/- 6 seconds.
 KY1374
 KY1374.The orthometric height was determined by differential leveling
 KY1374.and adjusted by the National Geodetic Survey in 1992..
 KY1374.No vertical observational check was made to the station.
 KY1374.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KY1374.was located on a no-check spur therefore a value was not computed.
 KY1374
 KY1374.The geoid height was determined by GEOID03.
 KY1374
 KY1374.The dynamic height is computed by dividing the NAVD 88
 KY1374.geopotential number by the normal gravity value computed on the
 KY1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1374.degrees latitude (g = 980.6199 gals.).
 KY1374
 KY1374.The modeled gravity was interpolated from observed gravity values.
 KY1374
 KY1374;                    North         East    Units  Estimated Accuracy
 KY1374;SPC OH S     -   237,640.      723,370.      MT  (+/- 180 meters Scaled)
 KY1374
 KY1374                          SUPERSEDED SURVEY CONTROL
 KY1374
 KY1374  NGVD 29 (??/??/92)  333.824  (m)         1095.22   (f) ADJ UNCH    2 0
 KY1374
 KY1374.Superseded values are not recommended for survey control.
 KY1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1374.See file dsdata.txt to determine how the superseded data were derived.
 KY1374
 KY1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME955423(NAD 83)
 KY1374_MARKER: B = BOLT
 KY1374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1374_SP_SET: ABUTMENT
 KY1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1374
 KY1374  HISTORY     - Date     Condition        Report By
 KY1374  HISTORY     - UNK      MONUMENTED       CGS
 KY1374  HISTORY     - 1934     GOOD             NGS
 KY1374
 KY1374                          STATION DESCRIPTION
 KY1374
 KY1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1374'1.6 MI SE FROM FLUSHING.
 KY1374'1.6 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1374'THE STATION AT FLUSHING, BELMONT COUNTY, AT BRIDGE 162, AT THE
 KY1374'NORTHEAST WINGWALL OF THE NORTHWEST ABUTMENT, IN THE TOP OF THE
 KY1374'EIGHTH COURSE OF STONE BELOW THE TOP OF THE ABUTMENT, 7 YARDS
 KY1374'NORTHWEST OF THE CENTERLINE OF A DIRT ROAD, AND 9 FEET SOUTHEAST
 KY1374'OF A POLE.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3335 ***********************************************************************
 KY3335  DESIGNATION -  81 003 1 P CO
 KY3335  PID         -  KY3335
 KY3335  STATE/COUNTY-  OH/PORTAGE
 KY3335  USGS QUAD   -  LIMAVILLE (1994)
 KY3335
 KY3335                         *CURRENT SURVEY CONTROL
 KY3335  ___________________________________________________________________
 KY3335* NAD 83(1995)-  40 59 37.31836(N)    081 13 02.27657(W)     ADJUSTED  
 KY3335* NAVD 88     -       365.     (meters)    1198.     (feet)  VERTCON   
 KY3335  ___________________________________________________________________
 KY3335  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 KY3335  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KY3335
 KY3335  HORZ ORDER  -  SECOND
 KY3335
 KY3335.The horizontal coordinates were established by classical geodetic methods
 KY3335.and adjusted by the National Geodetic Survey in April 1998..
 KY3335
 KY3335.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3335
 KY3335.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3335
 KY3335.The geoid height was determined by GEOID03.
 KY3335
 KY3335;                    North         East     Units Scale Factor Converg.
 KY3335;SPC OH N     -   148,155.066   707,920.188   MT  0.99993997   +0 50 33.6
 KY3335;UTM  17      - 4,538,080.387   481,723.071   MT  0.99960411   -0 08 33.2
 KY3335
 KY3335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3335!SPC OH N     -   0.99994802  x   0.99993997  =   0.99988799
 KY3335!UTM  17      -   0.99994802  x   0.99960411  =   0.99955215
 KY3335
 KY3335                          SUPERSEDED SURVEY CONTROL
 KY3335
 KY3335  NAD 83(1986)-  40 59 37.32413(N)    081 13 02.28038(W) AD(       ) 2
 KY3335  NAD 27      -  40 59 37.11613(N)    081 13 02.91103(W) AD(       ) 2
 KY3335  NGVD 29 (07/19/86)  365.     (m)         1198.     (f) VERT ANG       
 KY3335
 KY3335.Superseded values are not recommended for survey control.
 KY3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3335.See file dsdata.txt to determine how the superseded data were derived.
 KY3335
 KY3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8172338080(NAD 83)
 KY3335_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3335+STABILITY: SURFACE MOTION
 KY3335
 KY3335  HISTORY     - Date     Condition        Report By
 KY3335  HISTORY     - 1977     MONUMENTED       OH-133
 KY3335
 KY3335                          STATION DESCRIPTION
 KY3335
 KY3335'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3335'THE STATION IS ABOUT 3-1/4 MILES NORTH OF MARLBORO, 4-1/4 MILES
 KY3335'SOUTHWEST OF ATWATER, 3-1/4 MILES SOUTHEAST OF RANDOLPH, AND ON
 KY3335'THE RIGHT-OF-WAY OF NEW MILFORD ROAD, COUNTY HIGHWAY 31.
 KY3335'
 KY3335'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3335'AND STATE ROUTE 44, IN RANDOLPH, GO WEST ON U.S. HIGHWAY 224
 KY3335'FOR 1.65 MILES TO THE INTERSECTION OF NEW MILFORD ROAD.
 KY3335'TURN LEFT AND GO SOUTH FOR 2.5 MILES ON NEW MILFORD ROAD TO THE
 KY3335'STATION ON THE RIGHT.
 KY3335'
 KY3335'STATION MARK, STAMPED---81-003-1 1977---, IS A PORTAGE COUNTY
 KY3335'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KY3335'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 73.5 FEET
 KY3335'SOUTHWEST OF A 2-INCH MAPLE SAPLING, 26.7 FEET SOUTH OF A
 KY3335'3-INCH PINE TREE, 18.5 FEET NORTH OF A 4-INCH SCOTCH PINE TREE,
 KY3335'AND 24.0 FEET WEST OF THE CENTERLINE OF NEW MILFORD ROAD.
 KY3335'
 KY3335'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3335'LIGHT ABOVE STATION MARK WAS 2.1 METERS.
 KY3335'STATION 81 022 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 KY3335'
 KY3335'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3338 ***********************************************************************
 KY3338  DESIGNATION -  81 006 1 P CO
 KY3338  PID         -  KY3338
 KY3338  STATE/COUNTY-  OH/PORTAGE
 KY3338  USGS QUAD   -  LIMAVILLE (1994)
 KY3338
 KY3338                         *CURRENT SURVEY CONTROL
 KY3338  ___________________________________________________________________
 KY3338* NAD 83(1995)-  40 59 27.89976(N)    081 14 57.80223(W)     ADJUSTED  
 KY3338* NAVD 88     -       364.     (meters)    1194.     (feet)  VERTCON   
 KY3338  ___________________________________________________________________
 KY3338  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 KY3338  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KY3338
 KY3338  HORZ ORDER  -  SECOND
 KY3338
 KY3338.The horizontal coordinates were established by classical geodetic methods
 KY3338.and adjusted by the National Geodetic Survey in April 1998..
 KY3338
 KY3338.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3338
 KY3338.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3338
 KY3338.The geoid height was determined by GEOID03.
 KY3338
 KY3338;                    North         East     Units Scale Factor Converg.
 KY3338;SPC OH N     -   147,825.354   705,224.607   MT  0.99994003   +0 49 17.7
 KY3338;UTM  17      - 4,537,797.166   479,023.125   MT  0.99960542   -0 09 48.9
 KY3338
 KY3338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3338!SPC OH N     -   0.99994817  x   0.99994003  =   0.99988821
 KY3338!UTM  17      -   0.99994817  x   0.99960542  =   0.99955361
 KY3338
 KY3338                          SUPERSEDED SURVEY CONTROL
 KY3338
 KY3338  NAD 83(1986)-  40 59 27.90572(N)    081 14 57.80617(W) AD(       ) 2
 KY3338  NAD 27      -  40 59 27.69771(N)    081 14 58.43257(W) AD(       ) 2
 KY3338  NGVD 29 (07/19/86)  364.     (m)         1194.     (f) VERT ANG       
 KY3338
 KY3338.Superseded values are not recommended for survey control.
 KY3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3338.See file dsdata.txt to determine how the superseded data were derived.
 KY3338
 KY3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7902337797(NAD 83)
 KY3338_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3338+STABILITY: SURFACE MOTION
 KY3338
 KY3338  HISTORY     - Date     Condition        Report By
 KY3338  HISTORY     - 1977     MONUMENTED       OH-133
 KY3338
 KY3338                          STATION DESCRIPTION
 KY3338
 KY3338'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3338'THE STATION IS ABOUT 6 MILES SOUTHWEST OF ATWATER, 5-3/4 MILES
 KY3338'SOUTHEAST OF SUFFIELD, 2-3/4 MILES SOUTH OF RANDOLPH, AND
 KY3338'ON THE RIGHT-OF-WAY OF STATE ROUTE 44.
 KY3338'
 KY3338'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3338'AND STATE ROUTE 44 IN RANDOLPH, GO SOUTH ON STATE ROUTE 44
 KY3338'FOR 2.75 MILES TO THE STATION ON THE RIGHT.
 KY3338'
 KY3338'STATION MARK, STAMPED---81-006-1 1977---, IS A PORTAGE COUNTY
 KY3338'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KY3338'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 42.0 FEET
 KY3338'EAST OF A 3-INCH MAPLE SAPLING, 45.5 FEET SOUTH OF AN
 KY3338'18-INCH MAPLE TREE IN FRONT OF A WHITE TWO STORY FRAME HOUSE,
 KY3338'32.6 FEET NORTH OF A 6-INCH EVERGREEN TREE, 20.7 FEET EAST OF
 KY3338'THE CENTERLINE OF STATE ROUTE 44, AND 7.6 FEET SOUTHEAST OF A
 KY3338'6-INCH EVERGREEN TREE.
 KY3338'
 KY3338'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3338'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 KY3338'STATION 81 015 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 KY3338'
 KY3338'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3358 ***********************************************************************
 KY3358  DESIGNATION -  81 010 1 P CO
 KY3358  PID         -  KY3358
 KY3358  STATE/COUNTY-  OH/PORTAGE
 KY3358  USGS QUAD   -  HARTVILLE (1994)
 KY3358
 KY3358                         *CURRENT SURVEY CONTROL
 KY3358  ___________________________________________________________________
 KY3358* NAD 83(1995)-  40 59 18.66790(N)    081 18 10.00645(W)     ADJUSTED  
 KY3358* NAVD 88     -       363.     (meters)    1191.     (feet)  VERTCON   
 KY3358  ___________________________________________________________________
 KY3358  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 KY3358  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KY3358
 KY3358  HORZ ORDER  -  SECOND
 KY3358
 KY3358.The horizontal coordinates were established by classical geodetic methods
 KY3358.and adjusted by the National Geodetic Survey in April 1998..
 KY3358
 KY3358.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3358
 KY3358.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3358
 KY3358.The geoid height was determined by GEOID03.
 KY3358
 KY3358;                    North         East     Units Scale Factor Converg.
 KY3358;SPC OH N     -   147,477.571   700,736.640   MT  0.99994009   +0 47 11.5
 KY3358;UTM  17      - 4,537,526.687   474,531.340   MT  0.99960798   -0 11 54.9
 KY3358
 KY3358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3358!SPC OH N     -   0.99994832  x   0.99994009  =   0.99988842
 KY3358!UTM  17      -   0.99994832  x   0.99960798  =   0.99955632
 KY3358
 KY3358                          SUPERSEDED SURVEY CONTROL
 KY3358
 KY3358  NAD 83(1986)-  40 59 18.67413(N)    081 18 10.01042(W) AD(       ) 2
 KY3358  NAD 27      -  40 59 18.46680(N)    081 18 10.62597(W) AD(       ) 2
 KY3358  NGVD 29 (07/19/86)  363.     (m)         1191.     (f) VERT ANG       
 KY3358
 KY3358.Superseded values are not recommended for survey control.
 KY3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3358.See file dsdata.txt to determine how the superseded data were derived.
 KY3358
 KY3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7453137527(NAD 83)
 KY3358_MARKER: Z = SEE DESCRIPTION
 KY3358_SETTING: 0 = UNSPECIFIED SETTING
 KY3358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3358
 KY3358  HISTORY     - Date     Condition        Report By
 KY3358  HISTORY     - 1977     MONUMENTED       OH-133
 KY3358  HISTORY     - 19991030 GOOD             USPSQD
 KY3358
 KY3358                          STATION DESCRIPTION
 KY3358
 KY3358'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3358'THE STATION IS ABOUT 4-1/4 MILES SOUTHWEST OF RANDOLPH, 3-1/2
 KY3358'MILES SOUTHEAST OF SUFFIELD, 2 MILES NORTHEAST OF HARTVILLE,
 KY3358'AND ON THE RIGHT-OF-WAY OF PONTIUS ROAD, COUNTY HIGHWAY 42.
 KY3358'
 KY3358'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 43
 KY3358'AND U.S. HIGHWAY 224 IN SUFFIELD. GP SOUTH ON STATE
 KY3358'ROUTE 43 FOR 1.8 MILES TO THE
 KY3358'INTERSECTION OF TOWNSHIP HIGHWAY 16, SWARTZ ROAD.  TURN LEFT AND
 KY3358'GO EAST ON SWARTZ ROAD FOR 2.05 MILES TO THE INTERSECTION OF
 KY3358'COUNTY HIGHWAY 20, GRIGGY ROAD.  TURN RIGHT AND GO SOUTH FOR 1.1
 KY3358'MILES TO THE INTERSECTION OF PONTIUS ROAD.
 KY3358'TURN LEFT AND GO EAST ON PONTIUS ROAD FOR
 KY3358'0.2 MILE TO THE STATION IN THE CENTERLINE.
 KY3358'
 KY3358'AZIMUTH MARK 81 010 1 P CO, IS AN IRON ROD IN A 12 BY 12-INCH
 KY3358'MONUMENT BOX WITH METAL LID THAT IS FLUSH WITH THE ROAD
 KY3358'SURFACE.
 KY3358'IT IS 57.23 FEET NORTHWEST OF A BRIDGE SPIKE IN AN 8-INCH
 KY3358'PINE TREE, 49.64 FEET NORTHEAST OF A BRIDGE SPIKE IN A 12-INCH
 KY3358'CHERRY TREE, 29.6 FEET SOUTH OF A TELEPHONE AND POWER POLE
 KY3358'NUMBER 2365, AND IN THE CENTERLINE OF PONTIUS ROAD.
 KY3358'
 KY3358'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3358'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 KY3358'STATION 91 001 3 P CO CAN BE USED AS AN AZIMUTH MARK.
 KY3358'
 KY3358'DESCRIBED BY F.J. PINTER
 KY3358
 KY3358                          STATION RECOVERY (1999)
 KY3358
 KY3358'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY3358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3337 ***********************************************************************
 KY3337  DESIGNATION -  81 015 1 P CO
 KY3337  PID         -  KY3337
 KY3337  STATE/COUNTY-  OH/PORTAGE
 KY3337  USGS QUAD   -  LIMAVILLE (1994)
 KY3337
 KY3337                         *CURRENT SURVEY CONTROL
 KY3337  ___________________________________________________________________
 KY3337* NAD 83(1995)-  40 59 54.96192(N)    081 14 56.70988(W)     ADJUSTED  
 KY3337* NAVD 88     -       363.6    (meters)    1193.     (feet)  VERTCON   
 KY3337  ___________________________________________________________________
 KY3337  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 KY3337  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KY3337
 KY3337  HORZ ORDER  -  SECOND
 KY3337
 KY3337.The horizontal coordinates were established by classical geodetic methods
 KY3337.and adjusted by the National Geodetic Survey in April 1998..
 KY3337
 KY3337.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3337
 KY3337.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3337
 KY3337.The geoid height was determined by GEOID03.
 KY3337
 KY3337;                    North         East     Units Scale Factor Converg.
 KY3337;SPC OH N     -   148,660.405   705,238.163   MT  0.99993986   +0 49 18.4
 KY3337;UTM  17      - 4,538,631.582   479,051.027   MT  0.99960540   -0 09 48.3
 KY3337
 KY3337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3337!SPC OH N     -   0.99994821  x   0.99993986  =   0.99988807
 KY3337!UTM  17      -   0.99994821  x   0.99960540  =   0.99955363
 KY3337
 KY3337:                Primary Azimuth Mark                     Grid Az
 KY3337:SPC OH N     -  81 006 1 P CO                            180 55 48.2
 KY3337:UTM  17      -  81 006 1 P CO                            181 54 54.9
 KY3337
 KY3337|---------------------------------------------------------------------|
 KY3337| PID    Reference Object                     Distance      Geod. Az  |
 KY3337|                                                           dddmmss.s |
 KY3337| KY3338 81 006 1 P CO                       APPROX. 0.8 KM 1814506.6 |
 KY3337|---------------------------------------------------------------------|
 KY3337
 KY3337                          SUPERSEDED SURVEY CONTROL
 KY3337
 KY3337  NAD 83(1986)-  40 59 54.96787(N)    081 14 56.71374(W) AD(       ) 2
 KY3337  NAD 27      -  40 59 54.76018(N)    081 14 57.34014(W) AD(       ) 2
 KY3337  NGVD 29 (07/19/86)  363.8    (m)         1194.     (f) VERT ANG       
 KY3337
 KY3337.Superseded values are not recommended for survey control.
 KY3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3337.See file dsdata.txt to determine how the superseded data were derived.
 KY3337
 KY3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7905138632(NAD 83)
 KY3337_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3337+STABILITY: SURFACE MOTION
 KY3337
 KY3337  HISTORY     - Date     Condition        Report By
 KY3337  HISTORY     - 1977     MONUMENTED       OH-133
 KY3337
 KY3337                          STATION DESCRIPTION
 KY3337
 KY3337'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3337'THE STATION IS ABOUT 5-3/4 MILES SOUTHWEST OF ATWATER, 5-3/4
 KY3337'MILES SOUTHEAST OF SUFFIELD, 2-1/2 MILES SOUTH OF RANDOLPH,
 KY3337'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 44.
 KY3337'
 KY3337'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3337'AND STATE ROUTE 44 IN RANDOLPH, GO SOUTH ON STATE ROUTE 44,
 KY3337'FOR 2.2 MILES TO
 KY3337'THE STATION ON THE LEFT.  CONTINUE SOUTH ON STATE ROUTE 44,
 KY3337'FOR 0.55 MILE TO AZIMUTH MARK 81 006 1 P CO ON THE RIGHT.
 KY3337'
 KY3337'STATION MARKS, STAMPED---81-015-1 1977---, ARE PORTAGE COUNTY
 KY3337'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 KY3337'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 KY3337'SURFACE.  IT IS 82.8 FEET NORTH OF A CORNER FENCE POST, 53.1
 KY3337'FEET EAST OF A 28-INCH OAK TREE WITH TOP REMOVED, AND 14.0
 KY3337'FEET EAST OF THE CENTERLINE OF STATE ROUTE 44.  THE UNDERGROUND
 KY3337'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 KY3337'BELOW THE GROUND SURFACE.
 KY3337'
 KY3337'AZIMUTH MARK 81 006 1 P CO, STAMPED---81-006-1 1977---, IS A
 KY3337'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 KY3337'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 KY3337'SURFACE.  IT IS 42.0 FEET EAST OF A 3-INCH MAPLE SAPLING,
 KY3337'45.5 FEET SOUTH OF AN 18-INCH MAPLE TREE IN FRONT OF A WHITE
 KY3337'TWO STORY FRAME HOUSE, 32.6 FEET NORTH OF A 6-INCH EVERGREEN
 KY3337'TREE, 20.7 FEET EAST OF THE CENTERLINE OF STATE ROUTE 44, AND 7.6
 KY3337'FEET SOUTHEAST OF A 6-INCH EVERGREEN TREE.
 KY3337'
 KY3337'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3337'LIGHT ABOVE STATION MARK WAS 1.2 METERS.
 KY3337'STATION 81 025 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 KY3337'
 KY3337'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2457 ***********************************************************************
 MB2457  DESIGNATION -  81 021 1 P CO
 MB2457  PID         -  MB2457
 MB2457  STATE/COUNTY-  OH/PORTAGE
 MB2457  USGS QUAD   -  ATWATER (1994)
 MB2457
 MB2457                         *CURRENT SURVEY CONTROL
 MB2457  ___________________________________________________________________
 MB2457* NAD 83(1995)-  41 00 30.84407(N)    081 11 43.33721(W)     ADJUSTED  
 MB2457* NAVD 88     -       359.9    (meters)    1181.     (feet)  VERTCON   
 MB2457  ___________________________________________________________________
 MB2457  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 MB2457  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB2457
 MB2457  HORZ ORDER  -  SECOND
 MB2457
 MB2457.The horizontal coordinates were established by classical geodetic methods
 MB2457.and adjusted by the National Geodetic Survey in April 1998..
 MB2457
 MB2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2457
 MB2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2457
 MB2457.The geoid height was determined by GEOID03.
 MB2457
 MB2457;                    North         East     Units Scale Factor Converg.
 MB2457;SPC OH N     -   149,833.326   709,740.236   MT  0.99993967   +0 51 25.5
 MB2457;UTM  17      - 4,539,726.549   483,571.086   MT  0.99960332   -0 07 41.5
 MB2457
 MB2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2457!SPC OH N     -   0.99994879  x   0.99993967  =   0.99988847
 MB2457!UTM  17      -   0.99994879  x   0.99960332  =   0.99955214
 MB2457
 MB2457:                Primary Azimuth Mark                     Grid Az
 MB2457:SPC OH N     -  71 119 1 P CO                            179 37 49.0
 MB2457:UTM  17      -  71 119 1 P CO                            180 36 56.0
 MB2457
 MB2457|---------------------------------------------------------------------|
 MB2457| PID    Reference Object                     Distance      Geod. Az  |
 MB2457|                                                           dddmmss.s |
 MB2457| KY3333 71 119 1 P CO                       APPROX. 1.6 KM 1802914.5 |
 MB2457|---------------------------------------------------------------------|
 MB2457
 MB2457                          SUPERSEDED SURVEY CONTROL
 MB2457
 MB2457  NAD 83(1986)-  41 00 30.84991(N)    081 11 43.34070(W) AD(       ) 2
 MB2457  NAD 27      -  41 00 30.64166(N)    081 11 43.97563(W) AD(       ) 2
 MB2457  NGVD 29 (07/19/86)  360.1    (m)         1181.     (f) VERT ANG       
 MB2457
 MB2457.Superseded values are not recommended for survey control.
 MB2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2457.See file dsdata.txt to determine how the superseded data were derived.
 MB2457
 MB2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8357139727(NAD 83)
 MB2457_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2457+STABILITY: SURFACE MOTION
 MB2457
 MB2457  HISTORY     - Date     Condition        Report By
 MB2457  HISTORY     - 1977     MONUMENTED       OH-133
 MB2457
 MB2457                          STATION DESCRIPTION
 MB2457
 MB2457'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2457'THE STATION IS ABOUT 7 MILES SOUTH-SOUTHWEST OF EDINBURG, 3-1/4
 MB2457'MILES SOUTHEAST OF RANDOLPH, 2-3/4 MILES WEST-SOUTHWEST OF
 MB2457'ATWATER, AND ON THE RIGHT-OF-WAY OF INDUSTRY ROAD, COUNTY
 MB2457'HIGHWAY 47.
 MB2457'
 MB2457'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2457'AND STATE ROUTE 4
 MB2457'JUST SOUTH OF RANDOLPH, GO EAST ON U.S. HIGHWAY 224 FOR
 MB2457'1.85 MILES TO THE INTERSECTION OF COUNTY HIGHWAY 87, WATERLOO
 MB2457'ROAD.  TURN RIGHT AND GO EAST ON WATERLOO ROAD FOR 1.05 MILES TO
 MB2457'THE INTERSECTION OF INDUSTRY ROAD. TURN
 MB2457'RIGHT AND GO SOUTH ON INDUSTRY ROAD FOR
 MB2457'1.15 MILES TO THE STATION ON THE RIGHT.
 MB2457'
 MB2457'STATION MARK, STAMPED---81-021-1 1977---, IS A PORTAGE COUNTY
 MB2457'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2457'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40.6 FEET
 MB2457'SOUTH-SOUTHEAST OF A 6-INCH MULTI-TRUNKED PLUM TREE, 23.6 FEET
 MB2457'NORTHEAST OF TELEPHONE POLE NUMBER RD-993, IN THE YARD OF A
 MB2457'HOUSE, ADDRESS NUMBER 763, 17.2 FEET SOUTH OF THE CENTER OF A
 MB2457'DRIVEWAY, AND 12.8 FEET WEST OF THE CENTERLINE OF
 MB2457'INDUSTRY ROAD.
 MB2457'
 MB2457'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2457'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2457'STATIONS 71 131 1 P CO AND 71 119 1 P CO CAN BE USED AS
 MB2457'AZIMUTH MARKS.
 MB2457'
 MB2457'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2470 ***********************************************************************
 MB2470  DESIGNATION -  81 022 1 P CO
 MB2470  PID         -  MB2470
 MB2470  STATE/COUNTY-  OH/PORTAGE
 MB2470  USGS QUAD   -  ATWATER (1994)
 MB2470
 MB2470                         *CURRENT SURVEY CONTROL
 MB2470  ___________________________________________________________________
 MB2470* NAD 83(1995)-  41 00 10.21643(N)    081 13 00.89949(W)     ADJUSTED  
 MB2470* NAVD 88     -       369.7    (meters)    1213.     (feet)  VERTCON   
 MB2470  ___________________________________________________________________
 MB2470  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 MB2470  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB2470
 MB2470  HORZ ORDER  -  SECOND
 MB2470
 MB2470.The horizontal coordinates were established by classical geodetic methods
 MB2470.and adjusted by the National Geodetic Survey in April 1998..
 MB2470
 MB2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2470
 MB2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2470
 MB2470.The geoid height was determined by GEOID03.
 MB2470
 MB2470;                    North         East     Units Scale Factor Converg.
 MB2470;SPC OH N     -   149,170.219   707,937.441   MT  0.99993978   +0 50 34.5
 MB2470;UTM  17      - 4,539,094.752   481,757.764   MT  0.99960410   -0 08 32.3
 MB2470
 MB2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2470!SPC OH N     -   0.99994725  x   0.99993978  =   0.99988704
 MB2470!UTM  17      -   0.99994725  x   0.99960410  =   0.99955137
 MB2470
 MB2470:                Primary Azimuth Mark                     Grid Az
 MB2470:SPC OH N     -  81 023 1 P CO                            359 15 14.2
 MB2470:UTM  17      -  81 023 1 P CO                            000 14 21.0
 MB2470
 MB2470|---------------------------------------------------------------------|
 MB2470| PID    Reference Object                     Distance      Geod. Az  |
 MB2470|                                                           dddmmss.s |
 MB2470| MB2469 81 023 1 P CO                       APPROX. 0.5 KM 0000548.7 |
 MB2470| KY3335 81 003 1 P CO                       APPROX. 1.0 KM 1814859.6 |
 MB2470|---------------------------------------------------------------------|
 MB2470
 MB2470                          SUPERSEDED SURVEY CONTROL
 MB2470
 MB2470  NAD 83(1986)-  41 00 10.22220(N)    081 13 00.90319(W) AD(       ) 2
 MB2470  NAD 27      -  41 00 10.01458(N)    081 13 01.53404(W) AD(       ) 2
 MB2470  NGVD 29 (07/19/86)  369.9    (m)         1214.     (f) VERT ANG       
 MB2470
 MB2470.Superseded values are not recommended for survey control.
 MB2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2470.See file dsdata.txt to determine how the superseded data were derived.
 MB2470
 MB2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8175839095(NAD 83)
 MB2470_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2470+STABILITY: SURFACE MOTION
 MB2470
 MB2470  HISTORY     - Date     Condition        Report By
 MB2470  HISTORY     - 1977     MONUMENTED       OH-133
 MB2470
 MB2470                          STATION DESCRIPTION
 MB2470
 MB2470'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2470'THE STATION IS ABOUT 4-1/2 MILES NORTH OF MARLBORO, 4 MILES
 MB2470'SOUTHWEST OF ATWATER, 2-1/2 MILES SOUTHEAST OF RANDOLPH, AND ON
 MB2470'THE RIGHT-OF-WAY OF NEW MILFORD ROAD, COUNTY HIGHWAY 31.
 MB2470'
 MB2470'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2470'AND STATE ROUTE 44, IN RANDOLPH, GO EAST ON U.S. HIGHWAY 224,
 MB2470'FOR 1.65 MILES TO THE INTERSECTION OF NEW
 MB2470'MILFORD ROAD.  TURN RIGHT AND GO SOUTH FOR 1.9 MILES ON NEW
 MB2470'MILFORD ROAD TO THE STATION ON THE LEFT.  CONTINUE SOUTH ON NEW
 MB2470'MILFORD ROAD FOR 0.6 MILE TO AZIMUTH MARK 81 003 1 P CO ON THE
 MB2470'RIGHT.
 MB2470'
 MB2470'STATION MARKS, STAMPED---81-022-1 1977---, ARE PORTAGE COUNTY
 MB2470'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2470'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2470'SURFACE.  IT IS 63.7 FEET SOUTHWEST OF POWER POLE NUMBER RD
 MB2470'2108, 21.0 FEET WEST OF THE CENTERLINE OF NEW MILFORD ROAD,
 MB2470'19.3 FEET NORTH OF TELEPHONE POLE NUMBER 24/44, AND IN THE
 MB2470'YARD OF A LARGE ONE STORY BRICK HOUSE, ADDRESS NUMBER 528.
 MB2470'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2470'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2470'
 MB2470'AZIMUTH MARK, 81 003 1 P CO, STAMPED---81-003-1 1977---, IS A
 MB2470'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2470'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2470'SURFACE.  IT IS 73.5 FEET SOUTHWEST OF A 2-INCH MAPLE SAPLING,
 MB2470'26.7 FEET SOUTH OF A 3-INCH PINE TREE, 18.5 FEET NORTH OF A
 MB2470'4-INCH SCOTCH PINE TREE, AND 24.0 FEET WEST OF THE CENTERLINE OF
 MB2470'NEW MILFORD ROAD.
 MB2470'
 MB2470'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2470'LIGHT ABOVE STATION MARK WAS 1.2 METERS.
 MB2470'STATION 81 023 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2470'
 MB2470'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2469 ***********************************************************************
 MB2469  DESIGNATION -  81 023 1 P CO
 MB2469  PID         -  MB2469
 MB2469  STATE/COUNTY-  OH/PORTAGE
 MB2469  USGS QUAD   -  ATWATER (1994)
 MB2469
 MB2469                         *CURRENT SURVEY CONTROL
 MB2469  ___________________________________________________________________
 MB2469* NAD 83(1995)-  41 00 26.48440(N)    081 13 00.86319(W)     ADJUSTED  
 MB2469* NAVD 88     -       367.9    (meters)    1207.     (feet)  VERTCON   
 MB2469  ___________________________________________________________________
 MB2469  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 MB2469  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB2469
 MB2469  HORZ ORDER  -  SECOND
 MB2469
 MB2469.The horizontal coordinates were established by classical geodetic methods
 MB2469.and adjusted by the National Geodetic Survey in April 1998..
 MB2469
 MB2469.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2469
 MB2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2469
 MB2469.The geoid height was determined by GEOID03.
 MB2469
 MB2469;                    North         East     Units Scale Factor Converg.
 MB2469;SPC OH N     -   149,671.986   707,930.907   MT  0.99993969   +0 50 34.5
 MB2469;UTM  17      - 4,539,596.389   481,759.859   MT  0.99960409   -0 08 32.4
 MB2469
 MB2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2469!SPC OH N     -   0.99994754  x   0.99993969  =   0.99988723
 MB2469!UTM  17      -   0.99994754  x   0.99960409  =   0.99955165
 MB2469
 MB2469:                Primary Azimuth Mark                     Grid Az
 MB2469:SPC OH N     -  81 052 2 P CO                            000 36 39.2
 MB2469:UTM  17      -  81 052 2 P CO                            001 35 46.1
 MB2469
 MB2469|---------------------------------------------------------------------|
 MB2469| PID    Reference Object                     Distance      Geod. Az  |
 MB2469|                                                           dddmmss.s |
 MB2469| MB2468 81 052 2 P CO                       APPROX. 2.0 KM 0012713.7 |
 MB2469| MB2470 81 022 1 P CO                       APPROX. 0.5 KM 1800548.7 |
 MB2469|---------------------------------------------------------------------|
 MB2469
 MB2469                          SUPERSEDED SURVEY CONTROL
 MB2469
 MB2469  NAD 83(1986)-  41 00 26.49019(N)    081 13 00.86682(W) AD(       ) 2
 MB2469  NAD 27      -  41 00 26.28268(N)    081 13 01.49782(W) AD(       ) 2
 MB2469  NGVD 29 (07/19/86)  368.1    (m)         1208.     (f) VERT ANG       
 MB2469
 MB2469.Superseded values are not recommended for survey control.
 MB2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2469.See file dsdata.txt to determine how the superseded data were derived.
 MB2469
 MB2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8176039596(NAD 83)
 MB2469_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2469+STABILITY: SURFACE MOTION
 MB2469
 MB2469  HISTORY     - Date     Condition        Report By
 MB2469  HISTORY     - 1977     MONUMENTED       OH-133
 MB2469
 MB2469                          STATION DESCRIPTION
 MB2469
 MB2469'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2469'THE STATION IS ABOUT 4 MILES SOUTHWEST OF ATWATER, 2-1/2 MILES
 MB2469'SOUTHEAST OF RANDOLPH, AND ON THE RIGHT-OF-WAY OF NEW MILFORD
 MB2469'ROAD, COUNTY HIGHWAY 31.
 MB2469'
 MB2469'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2469'AND STATE ROUTE 44 IN RANDOLPH,
 MB2469'GO EAST ON U.S. HIGHWAY 224 FOR 1.65 MILES TO THE
 MB2469'INTERSECTION OF NEW MILFORD ROAD.  TURN RIGHT AND GO SOUTH
 MB2469'FOR 1.6 MILES TO THE THE STATION ON THE RIGHT.
 MB2469'
 MB2469'STATION MARK, STAMPED---81-023-1 1977---, IS A PORTAGE
 MB2469'COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2469'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2469'55.9 FEET NORTHEAST OF AN 8-INCH CHERRY TREE, 47.9 FEET WEST OF
 MB2469'TELEPHONE AND POWER POLE NUMBER 72, 30 FEET NORTH OF THE
 MB2469'INTERSECTION OF UNGER ROAD, 14.7 FEET WEST OF THE CENTERLINE OF
 MB2469'NEW MILFORD ROAD, AND 8.3 FEET SOUTHEAST OF
 MB2469'A 24-INCH MAPLE TREE.
 MB2469'
 MB2469'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2469'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2469'STATIONS 81 022 1 P CO AND 81 052 2 P CO CAN BE USED
 MB2469'AS AZIMUTH MARKS.
 MB2469'
 MB2469'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2483 ***********************************************************************
 MB2483  DESIGNATION -  81 025 1 P CO
 MB2483  PID         -  MB2483
 MB2483  STATE/COUNTY-  OH/PORTAGE
 MB2483  USGS QUAD   -  ATWATER (1994)
 MB2483
 MB2483                         *CURRENT SURVEY CONTROL
 MB2483  ___________________________________________________________________
 MB2483* NAD 83(1995)-  41 00 33.84174(N)    081 14 55.49680(W)     ADJUSTED  
 MB2483* NAVD 88     -       354.7    (meters)    1164.     (feet)  VERTCON   
 MB2483  ___________________________________________________________________
 MB2483  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MB2483  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB2483
 MB2483  HORZ ORDER  -  SECOND
 MB2483
 MB2483.The horizontal coordinates were established by classical geodetic methods
 MB2483.and adjusted by the National Geodetic Survey in April 1998..
 MB2483
 MB2483.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2483
 MB2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2483
 MB2483.The geoid height was determined by GEOID03.
 MB2483
 MB2483;                    North         East     Units Scale Factor Converg.
 MB2483;SPC OH N     -   149,859.994   705,249.304   MT  0.99993966   +0 49 19.2
 MB2483;UTM  17      - 4,539,830.400   479,082.782   MT  0.99960538   -0 09 47.6
 MB2483
 MB2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2483!SPC OH N     -   0.99994960  x   0.99993966  =   0.99988927
 MB2483!UTM  17      -   0.99994960  x   0.99960538  =   0.99955500
 MB2483
 MB2483:                Primary Azimuth Mark                     Grid Az
 MB2483:SPC OH N     -  81 036 1 P CO                            328 19 44.7
 MB2483:UTM  17      -  81 036 1 P CO                            329 18 51.5
 MB2483
 MB2483|---------------------------------------------------------------------|
 MB2483| PID    Reference Object                     Distance      Geod. Az  |
 MB2483|                                                           dddmmss.s |
 MB2483| MB2643 81 036 1 P CO                       APPROX. 1.1 KM 3290903.9 |
 MB2483|---------------------------------------------------------------------|
 MB2483
 MB2483                          SUPERSEDED SURVEY CONTROL
 MB2483
 MB2483  NAD 83(1986)-  41 00 33.84773(N)    081 14 55.50053(W) AD(       ) 2
 MB2483  NAD 27      -  41 00 33.64040(N)    081 14 56.12690(W) AD(       ) 2
 MB2483  NGVD 29 (07/19/86)  354.9    (m)         1164.     (f) VERT ANG       
 MB2483
 MB2483.Superseded values are not recommended for survey control.
 MB2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2483.See file dsdata.txt to determine how the superseded data were derived.
 MB2483
 MB2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7908339830(NAD 83)
 MB2483_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2483+STABILITY: SURFACE MOTION
 MB2483
 MB2483  HISTORY     - Date     Condition        Report By
 MB2483  HISTORY     - 1977     MONUMENTED       OH-133
 MB2483
 MB2483                          STATION DESCRIPTION
 MB2483
 MB2483'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2483'THE STATION IS ABOUT 5-1/2 MILES SOUTHWEST OF ATWATER, 5-1/2
 MB2483'MILES SOUTHEAST OF SUFFIELD, 1-3/4 MILES SOUTH OF RANDOLPH, AND
 MB2483'ON THE RIGHT-OF-WAY OF STATE ROUTE 44.
 MB2483'
 MB2483'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2483'AND STATE ROUTE 44 IN RANDOLPH,
 MB2483'GO SOUTH ON STATE ROUTE 44 FOR 1.8 MILES TO THE
 MB2483'STATION ON THE LEFT, AND EAST OF A TWO STORY WOOD FRAME
 MB2483'HOUSE, ADDRESS NUMBER 761, ON THE WEST SIDE OF STATE ROUTE 44.
 MB2483'
 MB2483'STATION MARK, STAMPED---81-025-1 1977---, IS A
 MB2483'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2483'CYLINDRICAL CONCRETE POST THAT IS 12 INCHES BELOW THE GROUND
 MB2483'SURFACE.  IT IS 46.4 FEET SOUTH OF POWER POLE NUMBER MO-62,
 MB2483'76.2 FEET SOUTHEAST OF POWER POLE NUMBER 14-11, AND 25.5 FEET
 MB2483'EAST OF THE CENTERLINE OF STATE ROUTE 44.
 MB2483'
 MB2483'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2483'LIGHT ABOVE STATION MARK WAS 2.4 METERS.
 MB2483'STATIONS 81 036 1 P CO AND 81 015 1 P CO CAN BE USED AS AZIMUTH
 MB2483'MARKS.
 MB2483'
 MB2483'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2643 ***********************************************************************
 MB2643  DESIGNATION -  81 036 1 P CO
 MB2643  PID         -  MB2643
 MB2643  STATE/COUNTY-  OH/PORTAGE
 MB2643  USGS QUAD   -  SUFFIELD (1994)
 MB2643
 MB2643                         *CURRENT SURVEY CONTROL
 MB2643  ___________________________________________________________________
 MB2643* NAD 83(1995)-  41 01 04.92228(N)    081 15 20.00721(W)     ADJUSTED  
 MB2643* NAVD 88     -       356.2    (meters)    1169.     (feet)  VERTCON   
 MB2643  ___________________________________________________________________
 MB2643  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 MB2643  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB2643
 MB2643  HORZ ORDER  -  SECOND
 MB2643
 MB2643.The horizontal coordinates were established by classical geodetic methods
 MB2643.and adjusted by the National Geodetic Survey in April 1998..
 MB2643
 MB2643.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2643
 MB2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2643
 MB2643.The geoid height was determined by GEOID03.
 MB2643
 MB2643;                    North         East     Units Scale Factor Converg.
 MB2643;SPC OH N     -   150,810.429   704,662.969   MT  0.99993951   +0 49 03.1
 MB2643;UTM  17      - 4,540,790.456   478,513.067   MT  0.99960568   -0 10 03.8
 MB2643
 MB2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2643!SPC OH N     -   0.99994937  x   0.99993951  =   0.99988888
 MB2643!UTM  17      -   0.99994937  x   0.99960568  =   0.99955507
 MB2643
 MB2643:                Primary Azimuth Mark                     Grid Az
 MB2643:SPC OH N     -  81 025 1 P CO                            148 19 44.7
 MB2643:UTM  17      -  81 025 1 P CO                            149 18 51.6
 MB2643
 MB2643|---------------------------------------------------------------------|
 MB2643| PID    Reference Object                     Distance      Geod. Az  |
 MB2643|                                                           dddmmss.s |
 MB2643| MB2483 81 025 1 P CO                       APPROX. 1.1 KM 1490847.8 |
 MB2643|---------------------------------------------------------------------|
 MB2643
 MB2643                          SUPERSEDED SURVEY CONTROL
 MB2643
 MB2643  NAD 83(1986)-  41 01 04.92832(N)    081 15 20.01085(W) AD(       ) 2
 MB2643  NAD 27      -  41 01 04.72130(N)    081 15 20.63633(W) AD(       ) 2
 MB2643  NGVD 29 (07/19/86)  356.4    (m)         1169.     (f) VERT ANG       
 MB2643
 MB2643.Superseded values are not recommended for survey control.
 MB2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2643.See file dsdata.txt to determine how the superseded data were derived.
 MB2643
 MB2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7851340790(NAD 83)
 MB2643_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2643+STABILITY: SURFACE MOTION
 MB2643
 MB2643  HISTORY     - Date     Condition        Report By
 MB2643  HISTORY     - 1977     MONUMENTED       OH-133
 MB2643
 MB2643                          STATION DESCRIPTION
 MB2643
 MB2643'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2643'THE STATION IS ABOUT 5 MILES SOUTHEAST OF SUFFIELD, 5-1/2 MILES
 MB2643'SOUTHWEST OF ATWATER, 1 MILE SOUTH OF
 MB2643'RANDOLPH, AND ON THE RIGHT-OF-WAY OF EBERLY ROAD, TOWNSHIP HIGHWAY
 MB2643'28.
 MB2643'
 MB2643'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2643'AND STATE ROUTE 44 IN RANDOLPH,
 MB2643'GO SOUTH ON STATE ROUTE 44 FOR 0.85 MILE TO THE
 MB2643'INTERSECTION OF EBERLY ROAD.  TURN RIGHT
 MB2643'AND GO WEST FOR 0.35 MILE ON EBERLY ROAD TO THE TOP OF A HILL AND
 MB2643'THE STATION ON THE LEFT.
 MB2643'
 MB2643'STATION MARKS, STAMPED---81-036-1 1977---, ARE PORTAGE COUNTY
 MB2643'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2643'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2643'SURFACE.  IT IS 99.0 FEET SOUTHEAST OF A SPIKE IN A 20-INCH
 MB2643'WILD CHERRY TREE, 39.0 FEET SOUTH OF A SPIKE IN A TRIPLE TRUNKED
 MB2643'WILD CHERRY TREE, AND 20.8 FEET SOUTH OF THE CENTERLINE OF
 MB2643'EBERLY ROAD.  THE UNDERGROUND DISK IS SET
 MB2643'IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2643'GROUND SURFACE.
 MB2643'
 MB2643'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2643'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2643'STATIONS 81 025 1 P CO AND 81 048 1 P CO CAN BE USED AS AZIMUTH
 MB2643'MARKS.
 MB2643'
 MB2643'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2653 ***********************************************************************
 MB2653  DESIGNATION -  81 039 1 P CO
 MB2653  PID         -  MB2653
 MB2653  STATE/COUNTY-  OH/PORTAGE
 MB2653  USGS QUAD   -  SUFFIELD (1994)
 MB2653
 MB2653                         *CURRENT SURVEY CONTROL
 MB2653  ___________________________________________________________________
 MB2653* NAD 83(1995)-  41 00 56.73967(N)    081 17 16.68248(W)     ADJUSTED  
 MB2653* NAVD 88     -       353.3    (meters)    1159.     (feet)  VERTCON   
 MB2653  ___________________________________________________________________
 MB2653  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 MB2653  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2653
 MB2653  HORZ ORDER  -  SECOND
 MB2653
 MB2653.The horizontal coordinates were established by classical geodetic methods
 MB2653.and adjusted by the National Geodetic Survey in April 1998..
 MB2653
 MB2653.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2653
 MB2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2653
 MB2653.The geoid height was determined by GEOID03.
 MB2653
 MB2653;                    North         East     Units Scale Factor Converg.
 MB2653;SPC OH N     -   150,519.661   701,940.851   MT  0.99993955   +0 47 46.5
 MB2653;UTM  17      - 4,540,546.618   475,787.260   MT  0.99960722   -0 11 20.3
 MB2653
 MB2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2653!SPC OH N     -   0.99994982  x   0.99993955  =   0.99988937
 MB2653!UTM  17      -   0.99994982  x   0.99960722  =   0.99955706
 MB2653
 MB2653:                Primary Azimuth Mark                     Grid Az
 MB2653:SPC OH N     -  RANDOLPH                                 359 39 08.5
 MB2653:UTM  17      -  RANDOLPH                                 000 38 15.3
 MB2653
 MB2653|---------------------------------------------------------------------|
 MB2653| PID    Reference Object                     Distance      Geod. Az  |
 MB2653|                                                           dddmmss.s |
 MB2653| MB2641 RANDOLPH                            APPROX. 2.6 KM 0002655.0 |
 MB2653| MB2650 81 039 4 P CO                       414.775 METERS 0995505.0 |
 MB2653| MB2657 81 039 2 P CO                       252.295 METERS 28033     |
 MB2653|---------------------------------------------------------------------|
 MB2653
 MB2653                          SUPERSEDED SURVEY CONTROL
 MB2653
 MB2653  NAD 83(1986)-  41 00 56.74594(N)    081 17 16.68617(W) AD(       ) 2
 MB2653  NAD 27      -  41 00 56.53883(N)    081 17 17.30767(W) AD(       ) 2
 MB2653  NGVD 29 (07/19/86)  353.5    (m)         1160.     (f) VERT ANG       
 MB2653
 MB2653.Superseded values are not recommended for survey control.
 MB2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2653.See file dsdata.txt to determine how the superseded data were derived.
 MB2653
 MB2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7578740547(NAD 83)
 MB2653_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2653+STABILITY: SURFACE MOTION
 MB2653
 MB2653  HISTORY     - Date     Condition        Report By
 MB2653  HISTORY     - 1977     MONUMENTED       OH-133
 MB2653
 MB2653                          STATION DESCRIPTION
 MB2653
 MB2653'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2653'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF ROOTSTOWN, 3-1/4
 MB2653'MILES SOUTHEAST OF SUFFIELD, 2-1/2 MILES SOUTHWEST OF RANDOLPH,
 MB2653'AND ON THE RIGHT-OF-WAY OF TOWNSHIP HIGHWAY 21, SHAFFER ROAD.
 MB2653'
 MB2653'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2653'AND STATE ROUTE 44 IN
 MB2653'RANDOLPH, GO SOUTH ON STATE ROUTE 44 FOR 0.9 MILE TO THE
 MB2653'INTERSECTION OF EBERLY ROAD, TOWNSHIP HIGHWAY 28.  TURN RIGHT ON
 MB2653'EBERLY ROAD AND GO WEST FOR 1.25 MILES TO THE
 MB2653'T-INTERSECTION OF HARTVILLE ROAD, COUNTY HIGHWAY 69.  TURN
 MB2653'LEFT ON COUNTY HIGHWAY 69 AND GO SOUTH FOR 0.3 MILE TO THE
 MB2653'INTERSECTION OF SHAFFER ROAD, TOWNSHIP HIGHWAY 21.  TURN RIGHT
 MB2653'AND GO WEST FOR 0.65 MILE TO THE STATION ON THE LEFT.
 MB2653'CONTINUE WEST ON SHAFFER ROAD FOR 0.15 MILE TO
 MB2653'AZIMUTH MARK 81 039 2 P CO ON THE RIGHT.
 MB2653'
 MB2653'STATION MARKS, STAMPED---81-039-1 1977---, ARE PORTAGE COUNTY
 MB2653'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2653'CYLINDRICAL CONCRETE POST THAT IS 8 INCHES BELOW THE
 MB2653'GROUND SURFACE.  IT IS 8 FEET NORTH OF THE NORTHERN
 MB2653'EDGE OF A LARGE PLOWED FIELD ON A SMALL KNOLL, 25.2 FEET
 MB2653'WEST OF TELEPHONE AND POWER POLE NUMBER RD 392, AND 19.0 FEET
 MB2653'SOUTH OF THE CENTERLINE OF SHAFFER ROAD.
 MB2653'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2653'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2653'
 MB2653'AZIMUTH MARK 81 039 2 P CO, STAMPED---81-039-2 1977---, IS A
 MB2653'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2653'CYLINDRICAL CONCRETE POST THAT IS 12 INCHES BELOW THE
 MB2653'GROUND SURFACE.  IT IS 58.0 FEET NORTH OF A 24-INCH TWIN TRUNKED
 MB2653'HICKORY TREE, 44.4 FEET NORTHEAST OF A POWER POLE, 18.0 FEET
 MB2653'NORTH OF THE INTERSECTION, AND 9.6 FEET EAST OF AN 18-INCH
 MB2653'HICKORY TREE.
 MB2653'
 MB2653'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2653'LIGHT ABOVE STATION MARK WAS 2.3 METERS.
 MB2653'STATION 81 039 4 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2653'
 MB2653'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2657 ***********************************************************************
 MB2657  DESIGNATION -  81 039 2 P CO
 MB2657  PID         -  MB2657
 MB2657  STATE/COUNTY-  OH/PORTAGE
 MB2657  USGS QUAD   -  SUFFIELD (1994)
 MB2657
 MB2657                         *CURRENT SURVEY CONTROL
 MB2657  ___________________________________________________________________
 MB2657* NAD 83(1995)-  41 00 58.23724(N)    081 17 27.29778(W)     ADJUSTED  
 MB2657* NAVD 88     -       350.     (meters)    1148.     (feet)  VERTCON   
 MB2657  ___________________________________________________________________
 MB2657  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 MB2657  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2657
 MB2657  HORZ ORDER  -  SECOND
 MB2657
 MB2657.The horizontal coordinates were established by classical geodetic methods
 MB2657.and adjusted by the National Geodetic Survey in April 1998..
 MB2657
 MB2657.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2657
 MB2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2657
 MB2657.The geoid height was determined by GEOID03.
 MB2657
 MB2657;                    North         East     Units Scale Factor Converg.
 MB2657;SPC OH N     -   150,562.409   701,692.220   MT  0.99993954   +0 47 39.5
 MB2657;UTM  17      - 4,540,593.620   475,539.483   MT  0.99960736   -0 11 27.3
 MB2657
 MB2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2657!SPC OH N     -   0.99995037  x   0.99993954  =   0.99988991
 MB2657!UTM  17      -   0.99995037  x   0.99960736  =   0.99955775
 MB2657
 MB2657                          SUPERSEDED SURVEY CONTROL
 MB2657
 MB2657  NAD 83(1986)-  41 00 58.24352(N)    081 17 27.30146(W) AD(       ) 2
 MB2657  NAD 27      -  41 00 58.03644(N)    081 17 27.92262(W) AD(       ) 2
 MB2657  NGVD 29 (07/19/86)  350.     (m)         1148.     (f) VERT ANG       
 MB2657
 MB2657.Superseded values are not recommended for survey control.
 MB2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2657.See file dsdata.txt to determine how the superseded data were derived.
 MB2657
 MB2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7553940594(NAD 83)
 MB2657_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2657+STABILITY: SURFACE MOTION
 MB2657
 MB2657  HISTORY     - Date     Condition        Report By
 MB2657  HISTORY     - 1977     MONUMENTED       OH-133
 MB2657
 MB2657                          STATION DESCRIPTION
 MB2657
 MB2657'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2657'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF ROOTSTOWN, 3-1/4
 MB2657'MILES SOUTHEAST OF SUFFIELD, 2-1/2 MILES SOUTHWEST OF RANDOLPH,
 MB2657'AND ON THE RIGHT-OF-WAY OF TOWNSHIP HIGHWAY 21, SHAFFER ROAD.
 MB2657'
 MB2657'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2657'AND STATE ROUTE 44 IN
 MB2657'RANDOLPH, GO SOUTH ON STATE ROUTE 44 FOR 0.9 MILE TO THE
 MB2657'INTERSECTION OF EBERLY ROAD, TOWNSHIP HIGHWAY 28.  TURN RIGHT ON
 MB2657'EBERLY ROAD AND GO WEST FOR 1.25 MILES TO THE T-INTERSECTION OF
 MB2657'HARTVILLE ROAD, COUNTY HIGHWAY 69.  TURN LEFT ON COUNTY HIGHWAY
 MB2657'69 AND GO SOUTH FOR 0.3 MILE TO THE INTERSECTION OF SHAFFER
 MB2657'ROAD.  TURN RIGHT AND GO WEST FOR 0.7 MILE TO THE
 MB2657'STATION ON THE RIGHT.
 MB2657'
 MB2657'STATION MARK, STAMPED---81-039-2 1977---, IS A PORTAGE COUNTY
 MB2657'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2657'POST THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2657'58.0 FEET NORTH OF A 24-INCH TWIN TRUNKED HICKORY TREE, 44.4 FEET
 MB2657'NORTHEAST OF A POWER POLE, 18.0 FEET NORTH OF THE INTERSECTION
 MB2657'OF TRUMP AND SHAFFER ROAD, AND 9.6 FEET EAST OF AN 18-INCH
 MB2657'HICKORY TREE.
 MB2657'
 MB2657'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2657'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2657'STATION 81 039 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2657'
 MB2657'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2649 ***********************************************************************
 MB2649  DESIGNATION -  81 039 3 P CO
 MB2649  PID         -  MB2649
 MB2649  STATE/COUNTY-  OH/PORTAGE
 MB2649  USGS QUAD   -  SUFFIELD (1994)
 MB2649
 MB2649                         *CURRENT SURVEY CONTROL
 MB2649  ___________________________________________________________________
 MB2649* NAD 83(1995)-  41 00 54.73735(N)    081 16 58.88619(W)     ADJUSTED  
 MB2649* NAVD 88     -       347.     (meters)    1138.     (feet)  VERTCON   
 MB2649  ___________________________________________________________________
 MB2649  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 MB2649  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB2649
 MB2649  HORZ ORDER  -  SECOND
 MB2649
 MB2649.The horizontal coordinates were established by classical geodetic methods
 MB2649.and adjusted by the National Geodetic Survey in April 1998..
 MB2649
 MB2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2649
 MB2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2649
 MB2649.The geoid height was determined by GEOID03.
 MB2649
 MB2649;                    North         East     Units Scale Factor Converg.
 MB2649;SPC OH N     -   150,463.692   702,357.464   MT  0.99993956   +0 47 58.2
 MB2649;UTM  17      - 4,540,483.516   476,202.710   MT  0.99960697   -0 11 08.7
 MB2649
 MB2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2649!SPC OH N     -   0.99995084  x   0.99993956  =   0.99989040
 MB2649!UTM  17      -   0.99995084  x   0.99960697  =   0.99955783
 MB2649
 MB2649:                Primary Azimuth Mark                     Grid Az
 MB2649:SPC OH N     -  81 048 1 P CO                            066 20 11.6
 MB2649:UTM  17      -  81 048 1 P CO                            067 19 18.5
 MB2649
 MB2649|---------------------------------------------------------------------|
 MB2649| PID    Reference Object                     Distance      Geod. Az  |
 MB2649|                                                           dddmmss.s |
 MB2649| MB2646 81 048 1 P CO                       APPROX. 0.9 KM 0670809.8 |
 MB2649| MB2650 81 039 4 P CO                        12.093 METERS 21648     |
 MB2649|---------------------------------------------------------------------|
 MB2649
 MB2649                          SUPERSEDED SURVEY CONTROL
 MB2649
 MB2649  NAD 83(1986)-  41 00 54.74360(N)    081 16 58.88990(W) AD(       ) 2
 MB2649  NAD 27      -  41 00 54.53647(N)    081 16 59.51198(W) AD(       ) 2
 MB2649  NGVD 29 (07/19/86)  347.     (m)         1138.     (f) VERT ANG       
 MB2649
 MB2649.Superseded values are not recommended for survey control.
 MB2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2649.See file dsdata.txt to determine how the superseded data were derived.
 MB2649
 MB2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7620340484(NAD 83)
 MB2649_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2649+STABILITY: SURFACE MOTION
 MB2649
 MB2649  HISTORY     - Date     Condition        Report By
 MB2649  HISTORY     - 1977     MONUMENTED       OH-133
 MB2649
 MB2649                          STATION DESCRIPTION
 MB2649
 MB2649'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2649'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF ROOTSTOWN, 3-1/2
 MB2649'MILES SOUTHEAST OF SUFFIELD, 2-1/4 MILES SOUTHWEST OF RANDOLPH,
 MB2649'AND ON THE RIGHT-OF-WAY OF TOWNSHIP HIGHWAY 21, SHAFFER ROAD.
 MB2649'
 MB2649'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2649'AND STATE ROUTE 44 IN RANDOLPH, GO SOUTH ON STATE ROUTE 44 FOR 0.9
 MB2649'MILE TO THE INTERSECTION OF EBERLY ROAD, TOWNSHIP HIGHWAY 28.
 MB2649'TURN RIGHT ON EBERLY ROAD AND GO WEST
 MB2649'FOR 1.25 MILES TO THE T-INTERSECTION OF HARTVILLE ROAD, COUNTY
 MB2649'HIGHWAY 69.  TURN LEFT ON COUNTY HIGHWAY 69 AND GO SOUTH FOR 0.3
 MB2649'MILE TO THE INTERSECTION OF SHAFFER ROAD.
 MB2649'TURN RIGHT AND GO WEST FOR 0.45 MILE TO THE STATION
 MB2649'ON THE RIGHT.
 MB2649'
 MB2649'STATION MARK, STAMPED---81-039-3 1977---, IS A PORTAGE COUNTY
 MB2649'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2649'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 85.2 FEET
 MB2649'SOUTHWEST OF THE SOUTHEAST CORNER OF A POLE BARN ADDITION TO A
 MB2649'LARGER BARN, 52.2 FEET NORTHWEST OF TELEPHONE AND POWER POLE
 MB2649'NUMBER 193/10, 29.7 FEET SOUTHEAST OF A FLAG POLE, AND 16.3
 MB2649'FEET NORTH OF THE CENTERLINE OF SHAFFER ROAD.
 MB2649'
 MB2649'REFERENCE MARK, STAMPED---81-039-4 1977---, IS A
 MB2649'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2649'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2649'SURFACE.  IT IS 107.9 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 MB2649'A POLE BUILDING ADDITION TO A LARGE WHITE BARN, 54.5 FEET WEST
 MB2649'OF TELEPHONE AND POWER POLE NUMBER 193/10, 44.6 FEET SOUTHEAST
 MB2649'OF A 4-INCH MAPLE TREE,
 MB2649'38.4 FEET SOUTHWEST OF A 4-INCH MAPLE TREE, 18.0
 MB2649'FEET SOUTH OF THE CENTERLINE OF SHAFFER ROAD,
 MB2649'AND 2.0 FEET NORTH OF A WOODEN FENCE LINE.
 MB2649'
 MB2649'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2649'STATION 81 048 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2649'
 MB2649'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2650 ***********************************************************************
 MB2650  DESIGNATION -  81 039 4 P CO
 MB2650  PID         -  MB2650
 MB2650  STATE/COUNTY-  OH/PORTAGE
 MB2650  USGS QUAD   -  SUFFIELD (1994)
 MB2650
 MB2650                         *CURRENT SURVEY CONTROL
 MB2650  ___________________________________________________________________
 MB2650* NAD 83(1995)-  41 00 54.42344(N)    081 16 59.19622(W)     ADJUSTED  
 MB2650* NAVD 88     -       346.9    (meters)    1138.     (feet)  VERTCON   
 MB2650  ___________________________________________________________________
 MB2650  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 MB2650  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB2650
 MB2650  HORZ ORDER  -  SECOND
 MB2650
 MB2650.The horizontal coordinates were established by classical geodetic methods
 MB2650.and adjusted by the National Geodetic Survey in April 1998..
 MB2650
 MB2650.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2650
 MB2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2650
 MB2650.The geoid height was determined by GEOID03.
 MB2650
 MB2650;                    North         East     Units Scale Factor Converg.
 MB2650;SPC OH N     -   150,453.909   702,350.356   MT  0.99993956   +0 47 58.0
 MB2650;UTM  17      - 4,540,473.859   476,195.438   MT  0.99960697   -0 11 08.9
 MB2650
 MB2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2650!SPC OH N     -   0.99995082  x   0.99993956  =   0.99989039
 MB2650!UTM  17      -   0.99995082  x   0.99960697  =   0.99955781
 MB2650
 MB2650|---------------------------------------------------------------------|
 MB2650| PID    Reference Object                     Distance      Geod. Az  |
 MB2650|                                                           dddmmss.s |
 MB2650| MB2649 81 039 3 P CO                        12.093 METERS 03648     |
 MB2650| MB2646 81 048 1 P CO                       APPROX. 0.9 KM 0664545.1 |
 MB2650| MB2653 81 039 1 P CO                       414.775 METERS 2795516.5 |
 MB2650|---------------------------------------------------------------------|
 MB2650
 MB2650                          SUPERSEDED SURVEY CONTROL
 MB2650
 MB2650  NAD 83(1986)-  41 00 54.42967(N)    081 16 59.19993(W) AD(       ) 2
 MB2650  NAD 27      -  41 00 54.22254(N)    081 16 59.82201(W) AD(       ) 2
 MB2650  NGVD 29 (07/19/86)  347.1    (m)         1139.     (f) VERT ANG       
 MB2650
 MB2650.Superseded values are not recommended for survey control.
 MB2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2650.See file dsdata.txt to determine how the superseded data were derived.
 MB2650
 MB2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7619540474(NAD 83)
 MB2650_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2650+STABILITY: SURFACE MOTION
 MB2650
 MB2650  HISTORY     - Date     Condition        Report By
 MB2650  HISTORY     - 1977     MONUMENTED       OH-133
 MB2650
 MB2650                          STATION DESCRIPTION
 MB2650
 MB2650'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2650'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF ROOTSTOWN,
 MB2650'3-1/2 MILES EAST OF SUFFIELD, 2-1/4 MILES SOUTHWEST OF RANDOLPH,
 MB2650'AND ON THE RIGHT-OF-WAY OF TOWNSHIP HIGHWAY 21, SHAFFER ROAD.
 MB2650'
 MB2650'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224 AND
 MB2650'STATE ROUTE 44 IN RANDOLPH, GO SOUTH ON STATE ROUTE 44 FOR 0.9
 MB2650'MILE TO THE INTERSECTION OF EBERLY ROAD, TOWNSHIP HIGHWAY 28.
 MB2650'TURN RIGHT ON EBERLY ROAD AND GO WEST
 MB2650'FOR 1.25 MILES TO THE T-INTERSECTION OF HARTVILLE ROAD, COUNTY
 MB2650'HIGHWAY 69.  TURN LEFT ON COUNTY HIGHWAY 69 AND GO SOUTH FOR 0.3
 MB2650'MILE TO THE T-INTERSECTION OF SHAFFER ROAD.
 MB2650'TURN RIGHT AND GO WEST FOR 0.45 MILE TO THE STATION
 MB2650'ON THE LEFT.
 MB2650'
 MB2650'STATION MARK, STAMPED---81-039-4 1977---, IS A
 MB2650'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2650'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2650'SURFACE.  IT IS 107.9 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 MB2650'A POLE BUILDING ADDITION TO A LARGE WHITE BARN, 54.5 FEET WEST
 MB2650'OF TELEPHONE AND POWER POLE NUMBER 193/10, 44.6 FEET SOUTHEAST
 MB2650'OF A 4-INCH MAPLE TREE,
 MB2650'38.4 FEET SOUTHWEST OF A 4-INCH MAPLE TREE, 18.0
 MB2650'FEET SOUTH OF THE CENTERLINE OF SHAFFER ROAD,
 MB2650'AND 2.0 FEET NORTH OF A WOODEN FENCE LINE.
 MB2650'
 MB2650'REFERENCE MARK, STAMPED---81-039-3 1977---, IS A PORTAGE COUNTY
 MB2650'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2650'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 85.2 FEET
 MB2650'SOUTHWEST OF THE SOUTHEAST CORNER OF A POLE BARN ADDITION TO A
 MB2650'LARGER BARN, 52.2 FEET NORTHWEST OF TELEPHONE AND POWER POLE
 MB2650'NUMBER 193/10, 29.7 FEET SOUTHEAST OF A FLAG POLE, AND 16.3
 MB2650'FEET NORTH OF THE CENTERLINE OF SHAFFER ROAD.
 MB2650'
 MB2650'HEIGHT OF LIGHT ABOVE STATION MARK WAS 3.5 METERS.
 MB2650'STATIONS 81 048 1 P CO AND 81 039 1 P CO
 MB2650'CAN BE USED AS AZIMUTH MARKS.
 MB2650'
 MB2650'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2455 ***********************************************************************
 MB2455  DESIGNATION -  81 041 1 P CO
 MB2455  PID         -  MB2455
 MB2455  STATE/COUNTY-  OH/PORTAGE
 MB2455  USGS QUAD   -  ATWATER (1994)
 MB2455
 MB2455                         *CURRENT SURVEY CONTROL
 MB2455  ___________________________________________________________________
 MB2455* NAD 83(1995)-  41 01 26.36130(N)    081 11 42.72958(W)     ADJUSTED  
 MB2455* NAVD 88     -       356.3    (meters)    1169.     (feet)  VERTCON   
 MB2455  ___________________________________________________________________
 MB2455  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 MB2455  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB2455
 MB2455  HORZ ORDER  -  SECOND
 MB2455
 MB2455.The horizontal coordinates were established by classical geodetic methods
 MB2455.and adjusted by the National Geodetic Survey in April 1998..
 MB2455
 MB2455.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2455
 MB2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2455
 MB2455.The geoid height was determined by GEOID03.
 MB2455
 MB2455;                    North         East     Units Scale Factor Converg.
 MB2455;SPC OH N     -   151,545.860   709,728.813   MT  0.99993943   +0 51 25.9
 MB2455;UTM  17      - 4,541,438.451   483,589.107   MT  0.99960331   -0 07 41.3
 MB2455
 MB2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2455!SPC OH N     -   0.99994936  x   0.99993943  =   0.99988879
 MB2455!UTM  17      -   0.99994936  x   0.99960331  =   0.99955269
 MB2455
 MB2455:                Primary Azimuth Mark                     Grid Az
 MB2455:SPC OH N     -  71 123 1 P CO                            089 26 46.0
 MB2455:UTM  17      -  71 123 1 P CO                            090 25 53.2
 MB2455
 MB2455|---------------------------------------------------------------------|
 MB2455| PID    Reference Object                     Distance      Geod. Az  |
 MB2455|                                                           dddmmss.s |
 MB2455| MB2448 71 123 1 P CO                       475.098 METERS 0901811.9 |
 MB2455|---------------------------------------------------------------------|
 MB2455
 MB2455                          SUPERSEDED SURVEY CONTROL
 MB2455
 MB2455  NAD 83(1986)-  41 01 26.36714(N)    081 11 42.73292(W) AD(       ) 2
 MB2455  NAD 27      -  41 01 26.15952(N)    081 11 43.36780(W) AD(       ) 2
 MB2455  NGVD 29 (07/19/86)  356.5    (m)         1170.     (f) VERT ANG       
 MB2455
 MB2455.Superseded values are not recommended for survey control.
 MB2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2455.See file dsdata.txt to determine how the superseded data were derived.
 MB2455
 MB2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8358941438(NAD 83)
 MB2455_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2455+STABILITY: SURFACE MOTION
 MB2455
 MB2455  HISTORY     - Date     Condition        Report By
 MB2455  HISTORY     - 1977     MONUMENTED       OH-133
 MB2455
 MB2455                          STATION DESCRIPTION
 MB2455
 MB2455'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2455'THE STATION IS ABOUT 6 MILES SOUTHEAST OF ROOTSTOWN, 3 MILES
 MB2455'EAST OF RANDOLPH, 2-1/2 MILES WEST OF ATWATER, AND ON
 MB2455'THE RIGHT-OF-WAY OF WATERLOO ROAD, COUNTY HIGHWAY 87.
 MB2455'
 MB2455'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2455'AND STATE ROUTE 4
 MB2455'JUST SOUTH OF RANDOLPH, GO EAST ON U.S. HIGHWAY 224 FOR
 MB2455'1.85 MILES TO THE INTERSECTION OF WATERLOO ROAD.
 MB2455'TURN RIGHT AND GO EAST ON WATERLOO ROAD FOR 1.05 MILES TO
 MB2455'THE INTERSECTION OF COUNTY HIGHWAY 47, INDUSTRY ROAD, AND THE
 MB2455'STATION ON THE RIGHT.  CONTINUE EAST ON
 MB2455'WATERLOO ROAD FOR 0.3 MILE TO THE CREST OF A SMALL KNOLL
 MB2455'AND AZIMUTH MARK 71 123 1 P CO ON THE LEFT.
 MB2455'
 MB2455'STATION MARKS, STAMPED---81-041-1 1977---, ARE PORTAGE COUNTY
 MB2455'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2455'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2455'SURFACE.  IT IS 54.0 FEET NORTH OF TELEPHONE AND POWER POLE
 MB2455'NUMBER 5490, 49.6 FEET SOUTH OF TELEPHONE POLE NUMBER 23962,
 MB2455'47.4 FEET WEST OF THE CENTERLINE OF INDUSTRY ROAD
 MB2455'26.8 FEET SOUTH OF THE CENTERLINE OF WATERLOO ROAD,
 MB2455'AND 15.0 FEET EAST OF A 3-FOOT DIAMETER ROCK.
 MB2455'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2455'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2455'
 MB2455'AZIMUTH MARK 71 123 1 P CO, STAMPED---71-123-1 1977---, IS A
 MB2455'PORTAGE COUNTY BRASS DISK THAT IS SET IN THE TOP OF A 12-INCH
 MB2455'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2455'SURFACE.  IT IS 51.4 FEET WEST OF POWER POLE NUMBER AT 239,
 MB2455'35.5 FEET EAST OF POWER POLE NUMBER AT 238, 34.0 FEET SOUTHWEST
 MB2455'OF A 5-INCH EVERGREEN TREE, 22.8 FEET NORTH OF THE CENTERLINE OF
 MB2455'WATERLOO ROAD, AND IN THE DITCH LINE AND
 MB2455'YARD OF A TWO STORY WOOD FRAME HOUSE, ADDRESS NUMBER 5623.
 MB2455'
 MB2455'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2455'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2455'STATION 71 131 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2455'
 MB2455'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2646 ***********************************************************************
 MB2646  DESIGNATION -  81 048 1 P CO
 MB2646  PID         -  MB2646
 MB2646  STATE/COUNTY-  OH/PORTAGE
 MB2646  USGS QUAD   -  SUFFIELD (1994)
 MB2646
 MB2646                         *CURRENT SURVEY CONTROL
 MB2646  ___________________________________________________________________
 MB2646* NAD 83(1995)-  41 01 06.40712(N)    081 16 22.34165(W)     ADJUSTED  
 MB2646* NAVD 88     -       343.8    (meters)    1128.     (feet)  VERTCON   
 MB2646  ___________________________________________________________________
 MB2646  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 MB2646  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MB2646
 MB2646  HORZ ORDER  -  SECOND
 MB2646
 MB2646.The horizontal coordinates were established by classical geodetic methods
 MB2646.and adjusted by the National Geodetic Survey in April 1998..
 MB2646
 MB2646.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2646
 MB2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2646
 MB2646.The geoid height was determined by GEOID03.
 MB2646
 MB2646;                    North         East     Units Scale Factor Converg.
 MB2646;SPC OH N     -   150,835.592   703,206.145   MT  0.99993951   +0 48 22.2
 MB2646;UTM  17      - 4,540,840.648   477,057.377   MT  0.99960648   -0 10 44.7
 MB2646
 MB2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2646!SPC OH N     -   0.99995131  x   0.99993951  =   0.99989082
 MB2646!UTM  17      -   0.99995131  x   0.99960648  =   0.99955781
 MB2646
 MB2646:                Primary Azimuth Mark                     Grid Az
 MB2646:SPC OH N     -  81 036 1 P CO                            090 59 22.4
 MB2646:UTM  17      -  81 036 1 P CO                            091 58 29.3
 MB2646
 MB2646|---------------------------------------------------------------------|
 MB2646| PID    Reference Object                     Distance      Geod. Az  |
 MB2646|                                                           dddmmss.s |
 MB2646| MB2643 81 036 1 P CO                       APPROX. 1.5 KM 0914744.6 |
 MB2646|---------------------------------------------------------------------|
 MB2646
 MB2646                          SUPERSEDED SURVEY CONTROL
 MB2646
 MB2646  NAD 83(1986)-  41 01 06.41329(N)    081 16 22.34531(W) AD(       ) 2
 MB2646  NAD 27      -  41 01 06.20630(N)    081 16 22.96859(W) AD(       ) 2
 MB2646  NGVD 29 (07/19/86)  344.0    (m)         1129.     (f) VERT ANG       
 MB2646
 MB2646.Superseded values are not recommended for survey control.
 MB2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2646.See file dsdata.txt to determine how the superseded data were derived.
 MB2646
 MB2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7705740841(NAD 83)
 MB2646_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2646+STABILITY: SURFACE MOTION
 MB2646
 MB2646  HISTORY     - Date     Condition        Report By
 MB2646  HISTORY     - 1977     MONUMENTED       OH-133
 MB2646
 MB2646                          STATION DESCRIPTION
 MB2646
 MB2646'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2646'THE STATION IS ABOUT 6 MILES SOUTHWEST OF ROOTSTOWN, 4 MILES
 MB2646'EAST OF SUFFIELD, 1-3/4 MILES SOUTHWEST OF RANDOLPH, AND ON THE
 MB2646'RIGHT-OF-WAY OF HARTVILLE ROAD, COUNTY HIGHWAY 69.
 MB2646'
 MB2646'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2646'AND STATE ROUTE 44 IN RANDOLPH,
 MB2646'GO SOUTH ON STATE ROUTE 44 FOR 0.9 MILE TO THE
 MB2646'INTERSECTION OF EBERLY ROAD, TOWNSHIP HIGHWAY 28.  TURN RIGHT ON
 MB2646'EBERLY ROAD AND GO WEST FOR 1.25 MILES TO THE
 MB2646'T-INTERSECTION OF HARTVILLE ROAD AND THE
 MB2646'STATION IN THE NORTHWEST CORNER OF THE INTERSECTION.
 MB2646'
 MB2646'STATION MARK, STAMPED---81-048-1 1977---, IS A PORTAGE COUNTY
 MB2646'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2646'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 23.1 FEET
 MB2646'SOUTH OF A SMALL PINE TREE,
 MB2646'18.4 FEET NORTHWEST OF THE CENTER OF THE MONUMENT BOX IN THE
 MB2646'INTERSECTION, AND 7.5 FEET NORTH OF TELEPHONE AND POWER POLE
 MB2646'NUMBER 16/13.
 MB2646'
 MB2646'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2646'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2646'STATIONS 81 039 3 P CO, 81 036 1 P CO, AND 81 039 4 P CO CAN
 MB2646'BE USED AS AZIMUTH MARKS.
 MB2646'
 MB2646'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2466 ***********************************************************************
 MB2466  DESIGNATION -  81 052 1 P CO
 MB2466  PID         -  MB2466
 MB2466  STATE/COUNTY-  OH/PORTAGE
 MB2466  USGS QUAD   -  ATWATER (1994)
 MB2466
 MB2466                         *CURRENT SURVEY CONTROL
 MB2466  ___________________________________________________________________
 MB2466* NAD 83(1995)-  41 01 48.98527(N)    081 12 57.88371(W)     ADJUSTED  
 MB2466* NAVD 88     -       362.8    (meters)    1190.     (feet)  VERTCON   
 MB2466  ___________________________________________________________________
 MB2466  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 MB2466  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB2466
 MB2466  HORZ ORDER  -  SECOND
 MB2466
 MB2466.The horizontal coordinates were established by classical geodetic methods
 MB2466.and adjusted by the National Geodetic Survey in April 1998..
 MB2466
 MB2466.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2466
 MB2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2466
 MB2466.The geoid height was determined by GEOID03.
 MB2466
 MB2466;                    North         East     Units Scale Factor Converg.
 MB2466;SPC OH N     -   152,217.602   707,963.058   MT  0.99993935   +0 50 36.5
 MB2466;UTM  17      - 4,542,140.222   481,835.753   MT  0.99960406   -0 08 30.6
 MB2466
 MB2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2466!SPC OH N     -   0.99994834  x   0.99993935  =   0.99988769
 MB2466!UTM  17      -   0.99994834  x   0.99960406  =   0.99955242
 MB2466
 MB2466:                Primary Azimuth Mark                     Grid Az
 MB2466:SPC OH N     -  81 052 2 P CO                            181 07 14.6
 MB2466:UTM  17      -  81 052 2 P CO                            182 06 21.7
 MB2466
 MB2466|---------------------------------------------------------------------|
 MB2466| PID    Reference Object                     Distance      Geod. Az  |
 MB2466|                                                           dddmmss.s |
 MB2466| MB2468 81 052 2 P CO                       APPROX. 0.6 KM 1815751.1 |
 MB2466|---------------------------------------------------------------------|
 MB2466
 MB2466                          SUPERSEDED SURVEY CONTROL
 MB2466
 MB2466  NAD 83(1986)-  41 01 48.99120(N)    081 12 57.88703(W) AD(       ) 2
 MB2466  NAD 27      -  41 01 48.78392(N)    081 12 58.51923(W) AD(       ) 2
 MB2466  NGVD 29 (07/19/86)  363.0    (m)         1191.     (f) VERT ANG       
 MB2466
 MB2466.Superseded values are not recommended for survey control.
 MB2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2466.See file dsdata.txt to determine how the superseded data were derived.
 MB2466
 MB2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8183642140(NAD 83)
 MB2466_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2466+STABILITY: SURFACE MOTION
 MB2466
 MB2466  HISTORY     - Date     Condition        Report By
 MB2466  HISTORY     - 1977     MONUMENTED       OH-133
 MB2466
 MB2466                          STATION DESCRIPTION
 MB2466
 MB2466'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2466'THE STATION IS ABOUT 3-3/4 MILES WEST OF ATWATER, 3-3/4 MILES
 MB2466'NORTHEAST OF NEW BALTIMORE, 1-3/4 MILES EAST OF RANDOLPH, AND
 MB2466'ON THE RIGHT-OF-WAY OF NEW MILFORD ROAD, COUNTY HIGHWAY 31.
 MB2466'
 MB2466'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2466'AND STATE ROUTE 44 I
 MB2466'RANDOLPH, GO EAST ON U.S. HIGHWAY 224 FOR 1.7 MILES TO THE
 MB2466'INTERSECTION OF COUNTY HIGHWAY 31, NEW MILFORD ROAD, AND THE
 MB2466'STATION ON THE RIGHT IN THE SOUTHEAST CORNER OF THE
 MB2466'INTERSECTION.
 MB2466'
 MB2466'STATION MARK, STAMPED---81-052-1 1977---, IS A PORTAGE COUNTY
 MB2466'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2466'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 105.8 FEET
 MB2466'NORTHEAST OF POWER POLE NUMBER RD1914, 96.9 FEET NORTHWEST OF
 MB2466'THE MIDDLE WOODEN FENCE POST AT THE ANGLE OF THE RIGHT-OF-WAY
 MB2466'FENCE, 57.1 FEET NORTHWEST OF TELEPHONE AND POWER POLE NUMBER
 MB2466'97425, 41.7 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 MB2466'LANE OF U.S. HIGHWAY 224, AND 21.7 FEET EAST OF THE CENTERLINE
 MB2466'OF NEW MILFORD ROAD.
 MB2466'
 MB2466'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2466'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2466'STATIONS 81 052 2 P CO AND SCHULTZ CAN BE USED AS AZIMUTH MARKS.
 MB2466'
 MB2466'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2468 ***********************************************************************
 MB2468  DESIGNATION -  81 052 2 P CO
 MB2468  PID         -  MB2468
 MB2468  STATE/COUNTY-  OH/PORTAGE
 MB2468  USGS QUAD   -  ATWATER (1994)
 MB2468
 MB2468                         *CURRENT SURVEY CONTROL
 MB2468  ___________________________________________________________________
 MB2468* NAD 83(1995)-  41 01 30.74635(N)    081 12 58.70966(W)     ADJUSTED  
 MB2468* NAVD 88     -       358.8    (meters)    1177.     (feet)  VERTCON   
 MB2468  ___________________________________________________________________
 MB2468  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 MB2468  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB2468
 MB2468  HORZ ORDER  -  SECOND
 MB2468
 MB2468.The horizontal coordinates were established by classical geodetic methods
 MB2468.and adjusted by the National Geodetic Survey in April 1998..
 MB2468
 MB2468.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2468
 MB2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2468
 MB2468.The geoid height was determined by GEOID03.
 MB2468
 MB2468;                    North         East     Units Scale Factor Converg.
 MB2468;SPC OH N     -   151,654.770   707,952.047   MT  0.99993941   +0 50 36.0
 MB2468;UTM  17      - 4,541,577.851   481,815.072   MT  0.99960407   -0 08 31.1
 MB2468
 MB2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2468!SPC OH N     -   0.99994897  x   0.99993941  =   0.99988838
 MB2468!UTM  17      -   0.99994897  x   0.99960407  =   0.99955306
 MB2468
 MB2468:                Primary Azimuth Mark                     Grid Az
 MB2468:SPC OH N     -  81 052 1 P CO                            001 07 14.5
 MB2468:UTM  17      -  81 052 1 P CO                            002 06 21.6
 MB2468
 MB2468|---------------------------------------------------------------------|
 MB2468| PID    Reference Object                     Distance      Geod. Az  |
 MB2468|                                                           dddmmss.s |
 MB2468| MB2466 81 052 1 P CO                       APPROX. 0.6 KM 0015750.5 |
 MB2468|---------------------------------------------------------------------|
 MB2468
 MB2468                          SUPERSEDED SURVEY CONTROL
 MB2468
 MB2468  NAD 83(1986)-  41 01 30.75227(N)    081 12 58.71304(W) AD(       ) 2
 MB2468  NAD 27      -  41 01 30.54486(N)    081 12 59.34504(W) AD(       ) 2
 MB2468  NGVD 29 (07/19/86)  359.0    (m)         1178.     (f) VERT ANG       
 MB2468
 MB2468.Superseded values are not recommended for survey control.
 MB2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2468.See file dsdata.txt to determine how the superseded data were derived.
 MB2468
 MB2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8181541578(NAD 83)
 MB2468_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2468+STABILITY: SURFACE MOTION
 MB2468
 MB2468  HISTORY     - Date     Condition        Report By
 MB2468  HISTORY     - 1977     MONUMENTED       OH-133
 MB2468
 MB2468                          STATION DESCRIPTION
 MB2468
 MB2468'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2468'THE STATION IS ABOUT 3-1/2 MILES WEST OF ATWATER, 3 MILES
 MB2468'NORTHEAST OF NEW BALTIMORE, 1-3/4 MILES SOUTHEAST OF RANDOLPH,
 MB2468'AND ON THE RIGHT-OF-WAY OF NEW MILFORD ROAD, COUNTY HIGHWAY 31.
 MB2468'
 MB2468'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2468'AND STATE ROUTE 44 JUST SOUTH OF RANDOLPH, GO EAST ON U.S.
 MB2468'HIGHWAY 224 FOR 1.7 MILES TO THE INTERSECTION OF NEW MILFORD
 MB2468'ROAD.  TURN RIGHT AND GO SOUTH ON NEW MILFORD ROAD FOR 0.35
 MB2468'MILE TO THE T-INTERSECTION OF ALEXANDER ROAD, TOWNSHIP HIGHWAY
 MB2468'27, AND THE STATION ON THE LEFT.
 MB2468'
 MB2468'STATION MARK, STAMPED---81-052-2 1977---, IS A PORTAGE COUNTY
 MB2468'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2468'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47.0 FEET
 MB2468'EAST OF A POWER POLE, 35.4 FEET NORTHWEST OF TELEPHONE POLE
 MB2468'NUMBER 24-11, 18.8 FEET EAST OF THE CENTERLINE OF NEW MILFORD
 MB2468'ROAD, AND 9.0 FEET NORTHWEST OF A WOODEN CORNER FENCE POST.
 MB2468'
 MB2468'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2468'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2468'STATIONS 81 052 1 P CO AND 81 023 1 P CO CAN BE USED AS
 MB2468'AZIMUTH MARKS.
 MB2468'
 MB2468'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2645 ***********************************************************************
 MB2645  DESIGNATION -  81 057 1 P CO
 MB2645  PID         -  MB2645
 MB2645  STATE/COUNTY-  OH/PORTAGE
 MB2645  USGS QUAD   -  SUFFIELD (1994)
 MB2645
 MB2645                         *CURRENT SURVEY CONTROL
 MB2645  ___________________________________________________________________
 MB2645* NAD 83(1995)-  41 01 48.31236(N)    081 16 09.08817(W)     ADJUSTED  
 MB2645* NAVD 88     -       348.     (meters)    1142.     (feet)  VERTCON   
 MB2645  ___________________________________________________________________
 MB2645  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 MB2645  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB2645
 MB2645  HORZ ORDER  -  SECOND
 MB2645
 MB2645.The horizontal coordinates were established by classical geodetic methods
 MB2645.and adjusted by the National Geodetic Survey in April 1998..
 MB2645
 MB2645.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2645
 MB2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2645
 MB2645.The geoid height was determined by GEOID03.
 MB2645
 MB2645;                    North         East     Units Scale Factor Converg.
 MB2645;SPC OH N     -   152,132.459   703,497.514   MT  0.99993936   +0 48 30.9
 MB2645;UTM  17      - 4,542,131.884   477,370.898   MT  0.99960630   -0 10 36.2
 MB2645
 MB2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2645!SPC OH N     -   0.99995069  x   0.99993936  =   0.99989005
 MB2645!UTM  17      -   0.99995069  x   0.99960630  =   0.99955701
 MB2645
 MB2645                          SUPERSEDED SURVEY CONTROL
 MB2645
 MB2645  NAD 83(1986)-  41 01 48.31864(N)    081 16 09.09165(W) AD(       ) 2
 MB2645  NAD 27      -  41 01 48.11126(N)    081 16 09.71593(W) AD(       ) 2
 MB2645  NGVD 29 (07/19/86)  348.     (m)         1142.     (f) VERT ANG       
 MB2645
 MB2645.Superseded values are not recommended for survey control.
 MB2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2645.See file dsdata.txt to determine how the superseded data were derived.
 MB2645
 MB2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7737142132(NAD 83)
 MB2645_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2645+STABILITY: SURFACE MOTION
 MB2645
 MB2645  HISTORY     - Date     Condition        Report By
 MB2645  HISTORY     - 1977     MONUMENTED       OH-133
 MB2645
 MB2645                          STATION DESCRIPTION
 MB2645
 MB2645'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2645'THE STATION IS ABOUT 5-1/4 MILES SOUTHWEST OF ROOTSTOWN, 4-1/4
 MB2645'MILES EAST OF SUFFIELD, 1 MILE WEST-SOUTHWEST OF RANDDLPH,
 MB2645'AND ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY 69, HARTVILLE ROAD.
 MB2645'
 MB2645'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2645'AND STATE ROUTE 44 IN RANDOLPH,
 MB2645'GO WEST ON U.S. HIGHWAY 224 FOR 1.1 MILES TO THE
 MB2645'INTERSECTION OF HARTVILLE ROAD, AND THE STATION IN THE
 MB2645'SOUTHEAST CORNER OF THE INTERSECTION.
 MB2645'
 MB2645'STATION MARK, STAMPED---81-057-1 1977---, IS A PORTAGE COUNTY
 MB2645'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2645'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 73.3 FEET
 MB2645'SOUTH OF A LIGHT POLE, 33.5 FEET NORTHWEST OF THE CORNER FENCE
 MB2645'POST OF THE RIGHT-OF-WAY FENCE, 26.0 FEET EAST OF THE
 MB2645'CENTERLINE OF HARTVILLE ROAD, AND ABOUT 100
 MB2645'FEET SOUTH OF U.S. HIGHWAY 224.
 MB2645'
 MB2645'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2645'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2645'STATION 81 068 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2645'
 MB2645'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2644 ***********************************************************************
 MB2644  DESIGNATION -  81 068 1 P CO
 MB2644  PID         -  MB2644
 MB2644  STATE/COUNTY-  OH/PORTAGE
 MB2644  USGS QUAD   -  SUFFIELD (1994)
 MB2644
 MB2644                         *CURRENT SURVEY CONTROL
 MB2644  ___________________________________________________________________
 MB2644* NAD 83(1995)-  41 02 19.06335(N)    081 16 08.59833(W)     ADJUSTED  
 MB2644* NAVD 88     -       374.3    (meters)    1228.     (feet)  VERTCON   
 MB2644  ___________________________________________________________________
 MB2644  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 MB2644  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MB2644
 MB2644  HORZ ORDER  -  SECOND
 MB2644
 MB2644.The horizontal coordinates were established by classical geodetic methods
 MB2644.and adjusted by the National Geodetic Survey in April 1998..
 MB2644
 MB2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2644
 MB2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2644
 MB2644.The geoid height was determined by GEOID03.
 MB2644
 MB2644;                    North         East     Units Scale Factor Converg.
 MB2644;SPC OH N     -   153,081.090   703,495.567   MT  0.99993927   +0 48 31.2
 MB2644;UTM  17      - 4,543,080.092   477,385.259   MT  0.99960629   -0 10 36.0
 MB2644
 MB2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2644!SPC OH N     -   0.99994653  x   0.99993927  =   0.99988580
 MB2644!UTM  17      -   0.99994653  x   0.99960629  =   0.99955284
 MB2644
 MB2644:                Primary Azimuth Mark                     Grid Az
 MB2644:SPC OH N     -  81 057 1 P CO                            179 52 56.8
 MB2644:UTM  17      -  81 057 1 P CO                            180 52 04.0
 MB2644
 MB2644|---------------------------------------------------------------------|
 MB2644| PID    Reference Object                     Distance      Geod. Az  |
 MB2644|                                                           dddmmss.s |
 MB2644| MB2645 81 057 1 P CO                       APPROX. 0.9 KM 1804128.0 |
 MB2644|---------------------------------------------------------------------|
 MB2644
 MB2644                          SUPERSEDED SURVEY CONTROL
 MB2644
 MB2644  NAD 83(1986)-  41 02 19.06962(N)    081 16 08.60179(W) AD(       ) 2
 MB2644  NAD 27      -  41 02 18.86258(N)    081 16 09.22602(W) AD(       ) 2
 MB2644  NGVD 29 (07/19/86)  374.5    (m)         1229.     (f) VERT ANG       
 MB2644
 MB2644.Superseded values are not recommended for survey control.
 MB2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2644.See file dsdata.txt to determine how the superseded data were derived.
 MB2644
 MB2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7738543080(NAD 83)
 MB2644_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2644+STABILITY: SURFACE MOTION
 MB2644
 MB2644  HISTORY     - Date     Condition        Report By
 MB2644  HISTORY     - 1977     MONUMENTED       OH-133
 MB2644
 MB2644                          STATION DESCRIPTION
 MB2644
 MB2644'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2644'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF ROOTSTOWN, 4-1/2
 MB2644'MILES NORTHEAST OF SUFFIELD, 1-1/4 MILES NORTHWEST OF RANDOLPH,
 MB2644'AND ON THE RIGHT-OF-WAY OF HARTVILLE ROAD, COUNTY HIGHWAY 69.
 MB2644'
 MB2644'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2644'AND STATE ROUTE 44 IN RANDOLPH,
 MB2644'GO WEST ON U.S. HIGHWAY 224 FOR 1.1 MILES TO THE
 MB2644'INTERSECTION OF HARTVILLE ROAD AND AZIMUTH
 MB2644'MARK 81 057 1 P CO IN THE SOUTHEAST CORNER OF THE INTERSECTION.
 MB2644'TURN RIGHT AND GO NORTH ON HARTVILLE ROAD FOR
 MB2644'0.25 MILE TO THE INTERSECTION OF WATERLOO ROAD, COUNTY HIGHWAY
 MB2644'87, CONTINUE NORTH ON HARTVILLE ROAD FOR 0.4 MILE TO THE
 MB2644'STATION ON THE LEFT, ABOUT 300 FEET SHORT OF THE CREST OF
 MB2644'THE HILL.
 MB2644'
 MB2644'STATION MARKS, STAMPED---81-068-1 1977---, ARE PORTAGE COUNTY
 MB2644'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2644'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2644'SURFACE.  IT IS 78.0 FEET SOUTH OF TELEPHONE AND POWER POLE
 MB2644'NUMBER 209/16, 77.4 FEET SOUTHEAST OF A 10-INCH OAK TREE, 22.3
 MB2644'FEET NORTHEAST OF A SMALL 4-INCH PINE TREE, AND 17.0 FEET WEST
 MB2644'OF THE CENTERLINE OF HARTVILLE ROAD.  THE
 MB2644'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2644'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2644'
 MB2644'AZIMUTH MARK 81 057 1 P CO, STAMPED---81-057-1 1977---, IS A
 MB2644'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2644'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2644'SURFACE.  IT IS 73.3 FEET SOUTH OF A LIGHT POLE, 33.5 FEET
 MB2644'NORTHWEST OF THE CORNER FENCE POST OF THE RIGHT-OF-WAY FENCE,
 MB2644'26.0 FEET EAST OF THE CENTERLINE OF HARTVILLE ROAD,
 MB2644'AND ABOUT 100 FEET SOUTH OF U.S. HIGHWAY 224.
 MB2644'
 MB2644'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2644'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2644'STATION 81 075 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2644'
 MB2644'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2460 ***********************************************************************
 MB2460  DESIGNATION -  81 071 1 P CO
 MB2460  PID         -  MB2460
 MB2460  STATE/COUNTY-  OH/PORTAGE
 MB2460  USGS QUAD   -  ATWATER (1994)
 MB2460
 MB2460                         *CURRENT SURVEY CONTROL
 MB2460  ___________________________________________________________________
 MB2460* NAD 83(1995)-  41 02 41.34006(N)    081 12 12.58978(W)     ADJUSTED  
 MB2460* NAVD 88     -       372.     (meters)    1220.     (feet)  VERTCON   
 MB2460  ___________________________________________________________________
 MB2460  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 MB2460  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB2460
 MB2460  HORZ ORDER  -  SECOND
 MB2460
 MB2460.The horizontal coordinates were established by classical geodetic methods
 MB2460.and adjusted by the National Geodetic Survey in April 1998..
 MB2460
 MB2460.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2460
 MB2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2460
 MB2460.The geoid height was determined by GEOID03.
 MB2460
 MB2460;                    North         East     Units Scale Factor Converg.
 MB2460;SPC OH N     -   153,848.043   708,996.946   MT  0.99993922   +0 51 06.3
 MB2460;UTM  17      - 4,543,752.102   482,897.170   MT  0.99960360   -0 08 01.1
 MB2460
 MB2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2460!SPC OH N     -   0.99994693  x   0.99993922  =   0.99988615
 MB2460!UTM  17      -   0.99994693  x   0.99960360  =   0.99955055
 MB2460
 MB2460                          SUPERSEDED SURVEY CONTROL
 MB2460
 MB2460  NAD 83(1986)-  41 02 41.34598(N)    081 12 12.59293(W) AD(       ) 2
 MB2460  NAD 27      -  41 02 41.13920(N)    081 12 13.22692(W) AD(       ) 2
 MB2460  NGVD 29 (07/19/86)  372.     (m)         1220.     (f) VERT ANG       
 MB2460
 MB2460.Superseded values are not recommended for survey control.
 MB2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2460.See file dsdata.txt to determine how the superseded data were derived.
 MB2460
 MB2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8289743752(NAD 83)
 MB2460_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2460+STABILITY: SURFACE MOTION
 MB2460
 MB2460  HISTORY     - Date     Condition        Report By
 MB2460  HISTORY     - 1977     MONUMENTED       OH-133
 MB2460
 MB2460                          STATION DESCRIPTION
 MB2460
 MB2460'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2460'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF ROOTSTOWN, 2-1/2
 MB2460'MILES NORTHEAST OF RANDOLPH, 3-3/4 MILES NORTHWEST OF ATWATER,
 MB2460'AND ON THE RIGHT-OF-WAY OF TAYLOR ROAD, TOWNSHIP HIGHWAY 46.
 MB2460'
 MB2460'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44
 MB2460'AND COUNTY HIGHWAY 87, WATERLOO ROAD, IN RANDOLPH, GO EAST ON
 MB2460'WATERLOO ROAD FOR 1.65 MILES TO THE INTERSECTION OF NEW MILFORD
 MB2460'ROAD, COUNTY HIGHWAY 31.  TURN LEFT AND GO NORTH ON NEW MILFORD
 MB2460'ROAD 0.8 MILE TO THE INTERSECTION OF FAIRGROUNDS ROAD,
 MB2460'TOWNSHIP HIGHWAY 45.  CONTINUE NORTH ON NEW MILFORD ROAD
 MB2460'FOR 0.1 MILE TO THE INTERSECTION OF TAYLOR ROAD.
 MB2460'TURN RIGHT AND GO EAST FOR 0.65 MILE ON TAYLOR
 MB2460'ROAD, TO THE STATION ON THE LEFT.
 MB2460'
 MB2460'STATION MARK, STAMPED---81-071-1 1977---, IS A PORTAGE COUNTY
 MB2460'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2460'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 62.4 FEET
 MB2460'NORTHWEST OF POWER POLE NUMBER RD 1134, 46.9 FEET EAST OF POWER
 MB2460'POLE NUMBER RD 1133, AND 17.6 FEET NORTH OF THE CENTERLINE OF
 MB2460'TAYLOR ROAD.
 MB2460'
 MB2460'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2460'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2460'STATION 81 072 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2460'
 MB2460'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2463 ***********************************************************************
 MB2463  DESIGNATION -  81 072 1 P CO
 MB2463  PID         -  MB2463
 MB2463  STATE/COUNTY-  OH/PORTAGE
 MB2463  USGS QUAD   -  ATWATER (1994)
 MB2463
 MB2463                         *CURRENT SURVEY CONTROL
 MB2463  ___________________________________________________________________
 MB2463* NAD 83(1995)-  41 02 41.35061(N)    081 12 37.25857(W)     ADJUSTED  
 MB2463* NAVD 88     -       366.3    (meters)    1202.     (feet)  VERTCON   
 MB2463  ___________________________________________________________________
 MB2463  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 MB2463  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB2463
 MB2463  HORZ ORDER  -  SECOND
 MB2463
 MB2463.The horizontal coordinates were established by classical geodetic methods
 MB2463.and adjusted by the National Geodetic Survey in April 1998..
 MB2463
 MB2463.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2463
 MB2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2463
 MB2463.The geoid height was determined by GEOID03.
 MB2463
 MB2463;                    North         East     Units Scale Factor Converg.
 MB2463;SPC OH N     -   153,839.828   708,420.899   MT  0.99993922   +0 50 50.1
 MB2463;UTM  17      - 4,543,753.793   482,321.260   MT  0.99960385   -0 08 17.3
 MB2463
 MB2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2463!SPC OH N     -   0.99994779  x   0.99993922  =   0.99988702
 MB2463!UTM  17      -   0.99994779  x   0.99960385  =   0.99955166
 MB2463
 MB2463:                Primary Azimuth Mark                     Grid Az
 MB2463:SPC OH N     -  81 071 1 P CO                            089 10 58.3
 MB2463:UTM  17      -  81 071 1 P CO                            090 10 05.7
 MB2463
 MB2463|---------------------------------------------------------------------|
 MB2463| PID    Reference Object                     Distance      Geod. Az  |
 MB2463|                                                           dddmmss.s |
 MB2463| MB2460 81 071 1 P CO                       APPROX. 0.6 KM 0900148.4 |
 MB2463| MB2465 81 073 1 P CO                       468.101 METERS 2610314.7 |
 MB2463|---------------------------------------------------------------------|
 MB2463
 MB2463                          SUPERSEDED SURVEY CONTROL
 MB2463
 MB2463  NAD 83(1986)-  41 02 41.35656(N)    081 12 37.26172(W) AD(       ) 2
 MB2463  NAD 27      -  41 02 41.14972(N)    081 12 37.89491(W) AD(       ) 2
 MB2463  NGVD 29 (07/19/86)  366.5    (m)         1202.     (f) VERT ANG       
 MB2463
 MB2463.Superseded values are not recommended for survey control.
 MB2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2463.See file dsdata.txt to determine how the superseded data were derived.
 MB2463
 MB2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8232143754(NAD 83)
 MB2463_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2463+STABILITY: SURFACE MOTION
 MB2463
 MB2463  HISTORY     - Date     Condition        Report By
 MB2463  HISTORY     - 1977     MONUMENTED       OH-133
 MB2463
 MB2463                          STATION DESCRIPTION
 MB2463
 MB2463'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2463'THE STATION IS ABOUT 4-1/4 MILES SOUTHEAST OF ROOTSTOWN, 2
 MB2463'MILES NORTHEAST OF RANDOLPH, 2 MILES NORTHWEST OF ATWATER, AND
 MB2463'ON THE RIGHT-OF-WAY OF TAYLOR ROAD, TOWNSHIP HIGHWAY 46.
 MB2463'
 MB2463'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44
 MB2463'AND COUNTY HIGHWAY 87,
 MB2463'WATERLOO ROAD, IN RANDOLPH, GO EAST ON WATERLOO ROAD
 MB2463'FOR 1.65 MILES TO THE INTERSECTION OF NEW MILFORD ROAD, COUNTY
 MB2463'HIGHWAY 31. TURN LEFT AND GO NORTH ON NEW MILFORD
 MB2463'ROAD 0.85 MILE TO THE INTERSECTION OF FAIRGROUNDS ROAD,
 MB2463'TOWNSHIP HIGHWAY 45, AND AZIMUTH MARK 81 073 1 P CO ON THE
 MB2463'NORTHWEST CORNER OF THE INTERSECTION.  CONTINUE NORTH ON
 MB2463'NEW MILFORD ROAD FOR 0.1 MILE TO THE INTERSECTION OF TAYLOR
 MB2463'ROAD.  TURN RIGHT AND GO EAST FOR 0.25 MILE ON
 MB2463'TAYLOR ROAD TO THE STATION ON THE RIGHT.
 MB2463'CONTINUE EAST ON TAYLOR ROAD FOR 0.4 MILE TO
 MB2463'AZIMUTH STATION 81 071 1 P CO ON THE LEFT.
 MB2463'
 MB2463'STATION MARKS, STAMPED---81-072-1 1977---, ARE PORTAGE COUNTY
 MB2463'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2463'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2463'SURFACE.  IT IS 84.1 FEET SOUTH OF A TELEPHONE AND POWER POLE,
 MB2463'74.6 FEET WEST OF THE NORTHEAST PROPERTY PIN OF LOT
 MB2463'NUMBER 11 OF EAST FORTY SUBDIVISION , 60.8 FEET EAST OF THE
 MB2463'NORTHWEST PROPERTY PIN OF THE SAME LOT, AND 19.1 FEET SOUTH OF
 MB2463'THE CENTERLINE OF TAYLOR ROAD.  THE
 MB2463'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2463'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2463'
 MB2463'AZIMUTH MARK 81 073 1 P CO, STAMPED---81-073-1 1977---, IS A
 MB2463'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2463'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2463'SURFACE.  IT IS 67.0 FEET NORTH OF THE CENTERLINE OF
 MB2463'FAIRGROUNDS ROAD, 52.9 FEET SOUTHWEST OF
 MB2463'TELEPHONE POLE NUMBER 1066, 39.5 FEET NORTH OF TELEPHONE AND
 MB2463'POWER POLE NUMBER 32000, AND 20.2 FEET WEST OF THE CENTERLINE
 MB2463'OF NEW MILFORD ROAD.
 MB2463'
 MB2463'AZIMUTH MARK 81 071 1 P CO, STAMPED---81-071-1 1977---, IS A
 MB2463'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2463'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2463'SURFACE.  IT IS 62.4 FEET NORTHWEST OF POWER POLE NUMBER RD
 MB2463'1134, 46.9 FEET EAST OF POWER POLE NUMBER RD 1133, AND 17.6
 MB2463'FEET NORTH OF THE CENTERLINE OF TAYLOR ROAD.
 MB2463'
 MB2463'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2463'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2463'
 MB2463'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2465 ***********************************************************************
 MB2465  DESIGNATION -  81 073 1 P CO
 MB2465  PID         -  MB2465
 MB2465  STATE/COUNTY-  OH/PORTAGE
 MB2465  USGS QUAD   -  ATWATER (1994)
 MB2465
 MB2465                         *CURRENT SURVEY CONTROL
 MB2465  ___________________________________________________________________
 MB2465* NAD 83(1995)-  41 02 38.99052(N)    081 12 57.05739(W)     ADJUSTED  
 MB2465* NAVD 88     -       362.     (meters)    1188.     (feet)  VERTCON   
 MB2465  ___________________________________________________________________
 MB2465  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 MB2465  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB2465
 MB2465  HORZ ORDER  -  SECOND
 MB2465
 MB2465.The horizontal coordinates were established by classical geodetic methods
 MB2465.and adjusted by the National Geodetic Survey in April 1998..
 MB2465
 MB2465.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2465
 MB2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2465
 MB2465.The geoid height was determined by GEOID03.
 MB2465
 MB2465;                    North         East     Units Scale Factor Converg.
 MB2465;SPC OH N     -   153,760.212   707,959.647   MT  0.99993922   +0 50 37.0
 MB2465;UTM  17      - 4,543,682.146   481,858.862   MT  0.99960405   -0 08 30.2
 MB2465
 MB2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2465!SPC OH N     -   0.99994850  x   0.99993922  =   0.99988772
 MB2465!UTM  17      -   0.99994850  x   0.99960405  =   0.99955257
 MB2465
 MB2465                          SUPERSEDED SURVEY CONTROL
 MB2465
 MB2465  NAD 83(1986)-  41 02 38.99650(N)    081 12 57.06055(W) AD(       ) 2
 MB2465  NAD 27      -  41 02 38.78958(N)    081 12 57.69309(W) AD(       ) 2
 MB2465  NGVD 29 (07/19/86)  362.     (m)         1188.     (f) VERT ANG       
 MB2465
 MB2465.Superseded values are not recommended for survey control.
 MB2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2465.See file dsdata.txt to determine how the superseded data were derived.
 MB2465
 MB2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8185943682(NAD 83)
 MB2465_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2465+STABILITY: SURFACE MOTION
 MB2465
 MB2465  HISTORY     - Date     Condition        Report By
 MB2465  HISTORY     - 1977     MONUMENTED       OH-133
 MB2465
 MB2465                          STATION DESCRIPTION
 MB2465
 MB2465'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2465'THE STATION IS ABOUT 4-1/4 MILES SOUTHEAST OF ROOTSTOWN, 3-1/2
 MB2465'MILES WEST OF ATWATER, 1-3/4 MILES NORTHEAST OF RANDOLPH,
 MB2465'AND ON THE RIGHT-OF-WAY OF NEW MILFORD ROAD, COUNTY HIGHWAY 31.
 MB2465'
 MB2465'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44
 MB2465'AND COUNTY HIGHWAY 87, WATERLOO ROAD, IN RANDOLPH, GO EAST ON
 MB2465'WATERLOO ROAD FOR 1.65 MILES TO THE INTERSECTION OF NEW MILFORD
 MB2465'ROAD.  TURN LEFT AND GO NORTH ON NEW MILFORD
 MB2465'ROAD FOR 0.85 MILE TO THE INTERSECTION OF FAIRGROUNDS ROAD,
 MB2465'TOWNSHIP HIGHWAY 45, AND THE STATION ON THE NORTHWEST CORNER OF
 MB2465'THE INTERSECTION.
 MB2465'
 MB2465'STATION MARK, STAMPED---81-073-1 1977---, IS A PORTAGE COUNTY
 MB2465'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2465'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 67.0 FEET
 MB2465'NORTH OF THE CENTERLINE OF FAIRGROUNDS ROAD,
 MB2465'52.9 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 1066, 39.5
 MB2465'FEET NORTH OF TELEPHONE AND POWER POLE NUMBER 32000, AND 20.2
 MB2465'FEET WEST OF THE CENTERLINE OF NEW MILFORD ROAD.
 MB2465'
 MB2465'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2465'LIGHT ABOVE STATION MARK WAS 1.3 METERS.
 MB2465'STATION 81 072 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2465'
 MB2465'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2481 ***********************************************************************
 MB2481  DESIGNATION -  81 075 1 P CO
 MB2481  PID         -  MB2481
 MB2481  STATE/COUNTY-  OH/PORTAGE
 MB2481  USGS QUAD   -  ATWATER (1994)
 MB2481
 MB2481                         *CURRENT SURVEY CONTROL
 MB2481  ___________________________________________________________________
 MB2481* NAD 83(1995)-  41 02 35.66666(N)    081 14 52.33050(W)     ADJUSTED  
 MB2481* NAVD 88     -       356.5    (meters)    1170.     (feet)  VERTCON   
 MB2481  ___________________________________________________________________
 MB2481  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 MB2481  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB2481
 MB2481  HORZ ORDER  -  SECOND
 MB2481
 MB2481.The horizontal coordinates were established by classical geodetic methods
 MB2481.and adjusted by the National Geodetic Survey in April 1998..
 MB2481
 MB2481.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2481
 MB2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2481
 MB2481.The geoid height was determined by GEOID03.
 MB2481
 MB2481;                    North         East     Units Scale Factor Converg.
 MB2481;SPC OH N     -   153,618.550   705,269.331   MT  0.99993923   +0 49 21.3
 MB2481;UTM  17      - 4,543,586.801   479,167.409   MT  0.99960534   -0 09 45.9
 MB2481
 MB2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2481!SPC OH N     -   0.99994933  x   0.99993923  =   0.99988856
 MB2481!UTM  17      -   0.99994933  x   0.99960534  =   0.99955469
 MB2481
 MB2481|---------------------------------------------------------------------|
 MB2481| PID    Reference Object                     Distance      Geod. Az  |
 MB2481|                                                           dddmmss.s |
 MB2481| MB2482 81 076 1 P CO                       366.836 METERS 35853     |
 MB2481|---------------------------------------------------------------------|
 MB2481
 MB2481                          SUPERSEDED SURVEY CONTROL
 MB2481
 MB2481  NAD 83(1986)-  41 02 35.67290(N)    081 14 52.33388(W) AD(       ) 2
 MB2481  NAD 27      -  41 02 35.46586(N)    081 14 52.96104(W) AD(       ) 2
 MB2481  NGVD 29 (07/19/86)  356.7    (m)         1170.     (f) VERT ANG       
 MB2481
 MB2481.Superseded values are not recommended for survey control.
 MB2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2481.See file dsdata.txt to determine how the superseded data were derived.
 MB2481
 MB2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7916743587(NAD 83)
 MB2481_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2481+STABILITY: SURFACE MOTION
 MB2481
 MB2481  HISTORY     - Date     Condition        Report By
 MB2481  HISTORY     - 1977     MONUMENTED       OH-133
 MB2481
 MB2481                          STATION DESCRIPTION
 MB2481
 MB2481'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2481'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF ATWATER, 4 MILES
 MB2481'SOUTH OF ROOTSTOWN, 3/4 MILE NORTH OF RANDOLPH, AND ON
 MB2481'THE RIGHT-OF-WAY OF STATE ROUTE 44.
 MB2481'
 MB2481'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44
 MB2481'AND COUNTY HIGHWAY 87, WATERLOO ROAD, IN RANDOLPH, GO NORTH ON
 MB2481'STATE ROUTE 44 FOR 0.7 MILE TO THE T-INTERSECTION OF
 MB2481'FAIRGROUNDS ROAD, TOWNSHIP HIGHWAY 45, AND THE STATION
 MB2481'ON THE RIGHT.
 MB2481'
 MB2481'STATION MARK, STAMPED---81-075-1 1977---, IS A PORTAGE COUNTY
 MB2481'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2481'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 105 FEET
 MB2481'NORTH OF THE CENTERLINE OF FAIRGROUNDS
 MB2481'ROAD, 30.7 FEET NORTH OF TELEPHONE POLE NUMBER 133, AND 28.5
 MB2481'FEET EAST OF THE CENTERLINE OF STATE ROUTE 44.
 MB2481'
 MB2481'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2481'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2481'STATIONS 81 068 1 P CO AND 81 076 1 P CO CAN BE USED AS
 MB2481'AZIMUTH MARKS.
 MB2481'
 MB2481'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2482 ***********************************************************************
 MB2482  DESIGNATION -  81 076 1 P CO
 MB2482  PID         -  MB2482
 MB2482  STATE/COUNTY-  OH/PORTAGE
 MB2482  USGS QUAD   -  ATWATER (1994)
 MB2482
 MB2482                         *CURRENT SURVEY CONTROL
 MB2482  ___________________________________________________________________
 MB2482* NAD 83(1995)-  41 02 47.55589(N)    081 14 52.63860(W)     ADJUSTED  
 MB2482* NAVD 88     -       356.4    (meters)    1169.     (feet)  VERTCON   
 MB2482  ___________________________________________________________________
 MB2482  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 MB2482  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB2482
 MB2482  HORZ ORDER  -  SECOND
 MB2482
 MB2482.The horizontal coordinates were established by classical geodetic methods
 MB2482.and adjusted by the National Geodetic Survey in April 1998..
 MB2482
 MB2482.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2482
 MB2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2482
 MB2482.The geoid height was determined by GEOID03.
 MB2482
 MB2482;                    North         East     Units Scale Factor Converg.
 MB2482;SPC OH N     -   153,985.152   705,256.872   MT  0.99993921   +0 49 21.1
 MB2482;UTM  17      - 4,543,953.441   479,161.258   MT  0.99960534   -0 09 46.2
 MB2482
 MB2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2482!SPC OH N     -   0.99994934  x   0.99993921  =   0.99988856
 MB2482!UTM  17      -   0.99994934  x   0.99960534  =   0.99955470
 MB2482
 MB2482:                Primary Azimuth Mark                     Grid Az
 MB2482:SPC OH N     -  81 095 2 P CO                            001 08 40.8
 MB2482:UTM  17      -  81 095 2 P CO                            002 07 48.1
 MB2482
 MB2482|---------------------------------------------------------------------|
 MB2482| PID    Reference Object                     Distance      Geod. Az  |
 MB2482|                                                           dddmmss.s |
 MB2482| MB2480 81 095 2 P CO                       APPROX. 1.4 KM 0015801.9 |
 MB2482| MB2481 81 075 1 P CO                       366.836 METERS 17853     |
 MB2482|---------------------------------------------------------------------|
 MB2482
 MB2482                          SUPERSEDED SURVEY CONTROL
 MB2482
 MB2482  NAD 83(1986)-  41 02 47.56208(N)    081 14 52.64195(W) AD(       ) 2
 MB2482  NAD 27      -  41 02 47.35520(N)    081 14 53.26915(W) AD(       ) 2
 MB2482  NGVD 29 (07/19/86)  356.6    (m)         1170.     (f) VERT ANG       
 MB2482
 MB2482.Superseded values are not recommended for survey control.
 MB2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2482.See file dsdata.txt to determine how the superseded data were derived.
 MB2482
 MB2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7916143953(NAD 83)
 MB2482_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2482+STABILITY: SURFACE MOTION
 MB2482
 MB2482  HISTORY     - Date     Condition        Report By
 MB2482  HISTORY     - 1977     MONUMENTED       OH-133
 MB2482
 MB2482                          STATION DESCRIPTION
 MB2482
 MB2482'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2482'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF SUFFIELD, 3-3/4
 MB2482'MILES SOUTH OF ROOTSTOWN, 3/4 MILE NORTH OF RANDOLPH,
 MB2482'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 44.
 MB2482'
 MB2482'TO REACH THE STATION FROM THE INTERSECTION OF WATERLOO ROAD,
 MB2482'COUNTY HIGHWAY 87, AND STATE ROUTE 44 IN RANDOLPH, GO NORTH
 MB2482'ON STATE ROUTE 44 FOR 0.9 MILE TO THE STATION ON THE LEFT ON
 MB2482'THE CREST OF A HILL.
 MB2482'
 MB2482'STATION MARK, STAMPED---81-076-1 1977---, IS A PORTAGE COUNTY
 MB2482'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2482'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 64.6 FEET
 MB2482'NORTHWEST OF A 36-INCH MAPLE TREE, 60.0 FEET NORTHEAST OF AN
 MB2482'8-INCH IRON ROD GATE POST AT FENCE CORNER, 55.0 FEET SOUTHWEST
 MB2482'OF TELEPHONE POLE NUMBER 2/125, AND 17.3 FEET WEST OF THE
 MB2482'CENTERLINE OF STATE ROUTE 44.
 MB2482'
 MB2482'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2482'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2482'STATIONS 81 095 2 P CO AND 81 075 1 P CO CAN BE USED AS
 MB2482'AZIMUTH MARKS.
 MB2482'
 MB2482'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2479 ***********************************************************************
 MB2479  DESIGNATION -  81 095 1 P CO
 MB2479  PID         -  MB2479
 MB2479  STATE/COUNTY-  OH/PORTAGE
 MB2479  USGS QUAD   -  ATWATER (1994)
 MB2479
 MB2479                         *CURRENT SURVEY CONTROL
 MB2479  ___________________________________________________________________
 MB2479* NAD 83(1995)-  41 03 50.42803(N)    081 14 43.68948(W)     ADJUSTED  
 MB2479* NAVD 88     -       341.6    (meters)    1121.     (feet)  VERTCON   
 MB2479  ___________________________________________________________________
 MB2479  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MB2479  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB2479
 MB2479  HORZ ORDER  -  SECOND
 MB2479
 MB2479.The horizontal coordinates were established by classical geodetic methods
 MB2479.and adjusted by the National Geodetic Survey in April 1998..
 MB2479
 MB2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2479
 MB2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2479
 MB2479.The geoid height was determined by GEOID03.
 MB2479
 MB2479;                    North         East     Units Scale Factor Converg.
 MB2479;SPC OH N     -   155,927.355   705,437.943   MT  0.99993914   +0 49 27.0
 MB2479;UTM  17      - 4,545,891.595   479,375.632   MT  0.99960524   -0 09 40.5
 MB2479
 MB2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2479!SPC OH N     -   0.99995167  x   0.99993914  =   0.99989081
 MB2479!UTM  17      -   0.99995167  x   0.99960524  =   0.99955693
 MB2479
 MB2479|---------------------------------------------------------------------|
 MB2479| PID    Reference Object                     Distance      Geod. Az  |
 MB2479|                                                           dddmmss.s |
 MB2479| MB2478 82 024 1 P CO                       384.368 METERS 02559     |
 MB2479| MB2480 81 095 2 P CO                       APPROX. 0.6 KM 1963242.2 |
 MB2479|---------------------------------------------------------------------|
 MB2479
 MB2479                          SUPERSEDED SURVEY CONTROL
 MB2479
 MB2479  NAD 83(1986)-  41 03 50.43424(N)    081 14 43.69268(W) AD(       ) 2
 MB2479  NAD 27      -  41 03 50.22787(N)    081 14 44.32066(W) AD(       ) 2
 MB2479  NGVD 29 (07/19/86)  341.8    (m)         1121.     (f) VERT ANG       
 MB2479
 MB2479.Superseded values are not recommended for survey control.
 MB2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2479.See file dsdata.txt to determine how the superseded data were derived.
 MB2479
 MB2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7937645892(NAD 83)
 MB2479_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2479+STABILITY: SURFACE MOTION
 MB2479
 MB2479  HISTORY     - Date     Condition        Report By
 MB2479  HISTORY     - 1977     MONUMENTED       OH-133
 MB2479
 MB2479                          STATION DESCRIPTION
 MB2479
 MB2479'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2479'THE STATION IS ABOUT 6 MILES NORTHWEST OF ATWATER, 2-1/2 MILES
 MB2479'SOUTH OF ROOTSTOWN, 2-1/4 MILES NORTH OF RANDOLPH, AND
 MB2479'ON THE RIGHT-OF-WAY OF STATE ROUTE 44.
 MB2479'
 MB2479'TO REACH THE STATION FROM RANDOLPH AT THE INTERSECTION OF
 MB2479'U.S. HIGHWAY 224 AND STATE ROUTE 44
 MB2479'GO NORTH ON STATE ROUTE 44 FOR 1.95 MILES TO
 MB2479'STATION 81 095 2 P CO ON THE RIGHT.  CONTINUE NORTH ON
 MB2479'STATE ROUTE 44 FOR 0.4 MILE TO THE INTERSECTION OF WILKES ROAD,
 MB2479'COUNTY HIGHWAY 116, AND THE STATION ON THE SOUTHWEST CORNER OF
 MB2479'THE INTERSECTION.  CONTINUE NORTH ON STATE ROUTE 44 FOR
 MB2479'0.25 MILE TO AZIMUTH MARK 82 024 1 P CO ON THE RIGHT.
 MB2479'
 MB2479'STATION MARKS, STAMPED---81-095-1 1977---, ARE PORTAGE COUNTY
 MB2479'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2479'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2479'SURFACE.  IT IS 109.0 FEET WEST-NORTHWEST OF THE NORTHWEST
 MB2479'CORNER OF A LARGE RED CONCRETE BLOCK BUILDING, 32.7 FEET WEST
 MB2479'OF THE CENTERLINE
 MB2479'OF STATE ROUTE 44, 32.4 FEET NORTHEAST OF A SMALL 4-INCH CORNER
 MB2479'PINE TREE, 12.3 FEET NORTH OF A WELCOME TO RANDOLPH SIGN,
 MB2479'AND 10.4 FEET WEST-SOUTHWEST OF A 4-INCH IRON DRIVEWAY POST.
 MB2479'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2479'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2479'
 MB2479'AZIMUTH MARK 82 024 1 P CO, STAMPED---82-024-1 1977---, IS A
 MB2479'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2479'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2479'65.0 FEET EAST OF TELEPHONE AND POWER POLE NUMBER 2T 858, 30.7
 MB2479'FEET NORTHWEST OF A 10-INCH PINE TREE, 29.6 FEET EAST OF THE
 MB2479'CENTERLINE OF STATE ROUTE 44, AND 8.0 FEET NORTH OF TELEPHONE
 MB2479'AND POWER POLE NUMBER 2/75.
 MB2479'
 MB2479'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2479'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2479'STATION 81 095 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2479'
 MB2479'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2480 ***********************************************************************
 MB2480  DESIGNATION -  81 095 2 P CO
 MB2480  PID         -  MB2480
 MB2480  STATE/COUNTY-  OH/PORTAGE
 MB2480  USGS QUAD   -  ATWATER (1994)
 MB2480
 MB2480                         *CURRENT SURVEY CONTROL
 MB2480  ___________________________________________________________________
 MB2480* NAD 83(1995)-  41 03 32.86457(N)    081 14 50.58259(W)     ADJUSTED  
 MB2480* NAVD 88     -       340.9    (meters)    1118.     (feet)  VERTCON   
 MB2480  ___________________________________________________________________
 MB2480  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 MB2480  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB2480
 MB2480  HORZ ORDER  -  SECOND
 MB2480
 MB2480.The horizontal coordinates were established by classical geodetic methods
 MB2480.and adjusted by the National Geodetic Survey in April 1998..
 MB2480
 MB2480.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2480
 MB2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2480
 MB2480.The geoid height was determined by GEOID03.
 MB2480
 MB2480;                    North         East     Units Scale Factor Converg.
 MB2480;SPC OH N     -   155,383.322   705,284.808   MT  0.99993915   +0 49 22.5
 MB2480;UTM  17      - 4,545,350.457   479,213.218   MT  0.99960532   -0 09 45.0
 MB2480
 MB2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2480!SPC OH N     -   0.99995178  x   0.99993915  =   0.99989093
 MB2480!UTM  17      -   0.99995178  x   0.99960532  =   0.99955711
 MB2480
 MB2480:                Primary Azimuth Mark                     Grid Az
 MB2480:SPC OH N     -  81 095 1 P CO                            015 43 15.1
 MB2480:UTM  17      -  81 095 1 P CO                            016 42 22.6
 MB2480
 MB2480|---------------------------------------------------------------------|
 MB2480| PID    Reference Object                     Distance      Geod. Az  |
 MB2480|                                                           dddmmss.s |
 MB2480| MB2479 81 095 1 P CO                       APPROX. 0.6 KM 0163237.6 |
 MB2480|---------------------------------------------------------------------|
 MB2480
 MB2480                          SUPERSEDED SURVEY CONTROL
 MB2480
 MB2480  NAD 83(1986)-  41 03 32.87080(N)    081 14 50.58583(W) AD(       ) 2
 MB2480  NAD 27      -  41 03 32.66424(N)    081 14 51.21346(W) AD(       ) 2
 MB2480  NGVD 29 (07/19/86)  341.1    (m)         1119.     (f) VERT ANG       
 MB2480
 MB2480.Superseded values are not recommended for survey control.
 MB2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2480.See file dsdata.txt to determine how the superseded data were derived.
 MB2480
 MB2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7921345350(NAD 83)
 MB2480_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2480+STABILITY: SURFACE MOTION
 MB2480
 MB2480  HISTORY     - Date     Condition        Report By
 MB2480  HISTORY     - 1977     MONUMENTED       OH-133
 MB2480
 MB2480                          STATION DESCRIPTION
 MB2480
 MB2480'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2480'THE STATION IS ABOUT 5-3/4 MILES NORTHWEST OF ATWATER, 2-3/4
 MB2480'MILES SOUTH OF ROOTSTOWN, 2 MILES NORTH OF RANDOLPH,
 MB2480'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 44.
 MB2480'
 MB2480'TO REACH THE STATION FROM RANDOLPH AT THE INTERSECTION OF STATE
 MB2480'ROUTE 44 AND U.S. HIGHWAY 224, GO NORTH ON STATE ROUTE 44 FOR
 MB2480'1.95 MILES TO THE STATION ON THE RIGHT.
 MB2480'
 MB2480'STATION MARK STAMPED---81-095-2 1977---, IS A PORTAGE COUNTY
 MB2480'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2480'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 61.8 FEET
 MB2480'WEST OF THE SOUTHWEST CORNER OF THE FOUNDATION OF A LARGE BARN,
 MB2480'58.7 FEET SOUTH OF TELEPHONE POLE NUMBER 2/96, 57.7 FEET NORTH
 MB2480'OF A 12-INCH TWIN TRUNKED PINE TREE, AND 21.4 FEET EAST OF THE
 MB2480'CENTERLINE OF STATE ROUTE 44.
 MB2480'
 MB2480'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2480'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2480'STATIONS 81 076 1 P CO AND 81 095 1 P CO CAN BE USED AS
 MB2480'AZIMUTH MARKS.
 MB2480'
 MB2480'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2690 ***********************************************************************
 MB2690  DESIGNATION -  81 099 1 P CO
 MB2690  PID         -  MB2690
 MB2690  STATE/COUNTY-  OH/PORTAGE
 MB2690  USGS QUAD   -  SUFFIELD (1994)
 MB2690
 MB2690                         *CURRENT SURVEY CONTROL
 MB2690  ___________________________________________________________________
 MB2690* NAD 83(1995)-  41 03 52.62013(N)    081 17 17.24983(W)     ADJUSTED  
 MB2690* NAVD 88     -       338.0    (meters)    1109.     (feet)  VERTCON   
 MB2690  ___________________________________________________________________
 MB2690  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 MB2690  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB2690
 MB2690  HORZ ORDER  -  SECOND
 MB2690
 MB2690.The horizontal coordinates were established by classical geodetic methods
 MB2690.and adjusted by the National Geodetic Survey in April 1998..
 MB2690
 MB2690.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2690
 MB2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2690
 MB2690.The geoid height was determined by GEOID03.
 MB2690
 MB2690;                    North         East     Units Scale Factor Converg.
 MB2690;SPC OH N     -   155,944.276   701,852.213   MT  0.99993914   +0 47 46.1
 MB2690;UTM  17      - 4,545,970.154   475,791.917   MT  0.99960721   -0 11 21.4
 MB2690
 MB2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2690!SPC OH N     -   0.99995223  x   0.99993914  =   0.99989137
 MB2690!UTM  17      -   0.99995223  x   0.99960721  =   0.99955946
 MB2690
 MB2690:                Primary Azimuth Mark                     Grid Az
 MB2690:SPC OH N     -  82 037 1 P CO                            089 20 21.8
 MB2690:UTM  17      -  82 037 1 P CO                            090 19 29.3
 MB2690
 MB2690|---------------------------------------------------------------------|
 MB2690| PID    Reference Object                     Distance      Geod. Az  |
 MB2690|                                                           dddmmss.s |
 MB2690| MB2648 82 037 1 P CO                       APPROX. 0.6 KM 0900807.9 |
 MB2690| MB2658 82 048 1 P CO                       APPROX. 1.0 KM 2694044.9 |
 MB2690|---------------------------------------------------------------------|
 MB2690
 MB2690                          SUPERSEDED SURVEY CONTROL
 MB2690
 MB2690  NAD 83(1986)-  41 03 52.62647(N)    081 17 17.25317(W) AD(       ) 2
 MB2690  NAD 27      -  41 03 52.42056(N)    081 17 17.87458(W) AD(       ) 2
 MB2690  NGVD 29 (07/19/86)  338.2    (m)         1110.     (f) VERT ANG       
 MB2690
 MB2690.Superseded values are not recommended for survey control.
 MB2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2690.See file dsdata.txt to determine how the superseded data were derived.
 MB2690
 MB2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7579245970(NAD 83)
 MB2690_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2690+STABILITY: SURFACE MOTION
 MB2690
 MB2690  HISTORY     - Date     Condition        Report By
 MB2690  HISTORY     - 1977     MONUMENTED       OH-133
 MB2690
 MB2690                          STATION DESCRIPTION
 MB2690
 MB2690'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2690'THE STATION IS ABOUT 4 MILES SOUTHEAST OF BRIMFIELD, 3-1/2
 MB2690'MILES SOUTHWEST OF ROOTSTOWN, 3 MILES NORTHWEST OF RANDDLPH,
 MB2690'AND ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY 79, SAXE ROAD.
 MB2690'
 MB2690'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44
 MB2690'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN ROOTSTOWN, GO SOUTH
 MB2690'ON STATE ROUTE 44 FOR 1.4 MILES TO THE Y-INTERSECTION OF COUNTY
 MB2690'HIGHWAY 69, HARTVILLE ROAD.  TURN RIGHT AND GO SOUTHWEST ON
 MB2690'HARTVILLE ROAD FOR 0.9 MILE TO THE T-INTERSECTION OF COUNTY
 MB2690'HIGHWAY 82, OLD FORGE ROAD.  TURN RIGHT AND GO WEST ON OLD
 MB2690'FORGE ROAD FOR 0.85 MILE TO THE T-INTERSECTION OF COUNTY
 MB2690'HIGHWAY 72, JOHNNY CAKE ROAD.  TURN LEFT AND GO SOUTH ON JOHNNY
 MB2690'CAKE ROAD FOR 0.15 MILE TO THE T-INTERSECTION OF
 MB2690'SAXE ROAD.  TURN RIGHT AND GO WEST ON SAXE ROAD FOR
 MB2690'0.75 MILE TO THE CREST OF A SMALL KNOLL AND AZIMUTH MARK 82 037
 MB2690'1 P CO ON THE RIGHT.  CONTINUE WEST ON SAXE ROAD FOR 0.35
 MB2690'MILE TO THE T-INTERSECTION OF COUNTY HIGHWAY 41, HOSTLER
 MB2690'ROAD AND THE STATION ON THE LEFT.  CONTINUE WEST ON SAXE ROAD
 MB2690'FOR 0.7 MILE TO THE INTERSECTION OF COUNTY HIGHWAY 88,
 MB2690'RANFIELD ROAD, AND AZIMUTH MARK 82 048 1 P CO ON THE RIGHT.
 MB2690'
 MB2690'STATION MARKS, STAMPED---81-099-1 1977---, ARE PORTAGE COUNTY
 MB2690'BRASS DISKS.  THE SURFACE DISK IS SET IN A 12-INCH CYLINDRICAL
 MB2690'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2690'83.5 FEET NORTH OF A 6-INCH ASH TREE, 68.6 FEET SOUTHEAST OF
 MB2690'THE SOUTHEAST CORNER OF A FRAME HOUSE, ADDRESS NUMBER 2903, 38.2
 MB2690'FEET WEST OF POWER POLE NUMBER RD 540, 15.9 FEET WEST OF
 MB2690'HOSTLER ROAD, 14.2 FEET SOUTH OF SAXE ROAD, AND IN THE
 MB2690'SOUTHWEST CORNER OF THE T-INTERSECTION OF SAXE AND HOSTLER
 MB2690'ROADS.  THE
 MB2690'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2690'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2690'
 MB2690'AZIMUTH MARK 82 037 1 P CO, STAMPED---82-037-1 1977---, IS A
 MB2690'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2690'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 MB2690'86.7 FEET SOUTH OF A 24-INCH TWIN TRUNKED MAPLE TREE, 79.4 FEET
 MB2690'SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO STORY FRAME HOUSE,
 MB2690'ADDRESS NUMBER 3097, 50.5 FEET WEST OF A 10-INCH PINE TREE AND
 MB2690'16.8 FEET NORTH OF THE CENTERLINE OF SAXE ROAD.
 MB2690'
 MB2690'AZIMUTH MARK 82 048 1 P CO, STAMPED---82-048-1 1977---, IS A
 MB2690'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2690'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2690'SURFACE.  IT IS 43.8 FEET NORTHWEST OF POWER POLE NUMBER 165-33,
 MB2690'34.1 FEET SOUTHEAST OF AN 8-INCH CHERRY TREE, 26.5 FEET
 MB2690'SOUTHWEST OF POWER POLE NUMBER 40, AND 16.3 FEET NORTH OF
 MB2690'THE CENTERLINE OF THE INTERSECTION OF SAXE AND RANFIELD ROADS.
 MB2690'
 MB2690'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2690'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2690'
 MB2690'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2659 ***********************************************************************
 MB2659  DESIGNATION -  81 100 1 P CO
 MB2659  PID         -  MB2659
 MB2659  STATE/COUNTY-  OH/PORTAGE
 MB2659  USGS QUAD   -  SUFFIELD (1994)
 MB2659
 MB2659                         *CURRENT SURVEY CONTROL
 MB2659  ___________________________________________________________________
 MB2659* NAD 83(1995)-  41 03 52.23512(N)    081 18 06.12031(W)     ADJUSTED  
 MB2659* NAVD 88     -       339.     (meters)    1112.     (feet)  VERTCON   
 MB2659  ___________________________________________________________________
 MB2659  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 MB2659  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB2659
 MB2659  HORZ ORDER  -  SECOND
 MB2659
 MB2659.The horizontal coordinates were established by classical geodetic methods
 MB2659.and adjusted by the National Geodetic Survey in April 1998..
 MB2659
 MB2659.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2659
 MB2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2659
 MB2659.The geoid height was determined by GEOID03.
 MB2659
 MB2659;                    North         East     Units Scale Factor Converg.
 MB2659;SPC OH N     -   155,916.636   700,711.524   MT  0.99993914   +0 47 14.0
 MB2659;UTM  17      - 4,545,962.138   474,651.300   MT  0.99960791   -0 11 53.5
 MB2659
 MB2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2659!SPC OH N     -   0.99995210  x   0.99993914  =   0.99989124
 MB2659!UTM  17      -   0.99995210  x   0.99960791  =   0.99956003
 MB2659
 MB2659                          SUPERSEDED SURVEY CONTROL
 MB2659
 MB2659  NAD 83(1986)-  41 03 52.24151(N)    081 18 06.12365(W) AD(       ) 2
 MB2659  NAD 27      -  41 03 52.03558(N)    081 18 06.74349(W) AD(       ) 2
 MB2659  NGVD 29 (07/19/86)  339.     (m)         1112.     (f) VERT ANG       
 MB2659
 MB2659.Superseded values are not recommended for survey control.
 MB2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2659.See file dsdata.txt to determine how the superseded data were derived.
 MB2659
 MB2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7465145962(NAD 83)
 MB2659_MARKER: Z = SEE DESCRIPTION
 MB2659_SETTING: 0 = UNSPECIFIED SETTING
 MB2659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2659
 MB2659  HISTORY     - Date     Condition        Report By
 MB2659  HISTORY     - 1977     MONUMENTED       OH-133
 MB2659
 MB2659                          STATION DESCRIPTION
 MB2659
 MB2659'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2659'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF BRIMFIELD, 3-3/4
 MB2659'MILES SOUTHWEST OF ROOTSTOWN, 3-1/2 MILES NORTHWEST OF RANDOLPH,
 MB2659'AND ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY 79, SAXE ROAD.
 MB2659'
 MB2659'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44
 MB2659'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN ROOTSTOWN, GO SOUTH
 MB2659'ON STATE ROUTE 44 FOR 1.4 MILES TO THE Y-INTERSECTION OF COUNTY
 MB2659'HIGHWAY 69, HARTVILLE ROAD.  TURN RIGHT AND GO SOUTHWEST ON
 MB2659'HARTVILLE ROAD FOR 0.9 MILE TO THE T-INTERSECTION OF COUNTY
 MB2659'HIGHWAY 82, OLD FORGE ROAD.  TURN RIGHT AND GO WEST ON OLD
 MB2659'FORGE ROAD FOR 0.85 MILE TO THE T-INTERSECTION OF COUNTY
 MB2659'HIGHWAY 72, JOHNNY CAKE ROAD.  TURN LEFT AND GO SOUTH ON JOHNNY
 MB2659'CAKE ROAD FOR 0.15 MILE TO THE T-INTERSECTION OF
 MB2659'SAXE ROAD.  TURN RIGHT AND GO WEST ON SAXE ROAD FOR
 MB2659'1.25 MILES TO THE STATION IN THE CENTERLINE OF SAXE ROAD.
 MB2659'
 MB2659'STATION MARK IS AN IRON ROD IN A 12 BY 12-INCH MONUMENT
 MB2659'BOX WITH METAL LID THAT IS FLUSH WITH THE ROAD SURFACE, IN THE
 MB2659'CENTERLINE OF SAXE ROAD.  IT IS 67.58 FEET SOUTHEAST OF
 MB2659'A SPIKE IN THE EAST SIDE OF A 36-INCH WALNUT TREE, 42.32
 MB2659'FEET SOUTHWEST OF A SPIKE IN THE EAST SIDE OF A 36-INCH
 MB2659'WALNUT TREE, AND 30.64 FEET SOUTH OF A SPIKE IN THE
 MB2659'WEST SIDE OF A 20-INCH WALNUT TREE.
 MB2659'
 MB2659'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2659'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2659'STATION 82 048 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2659'
 MB2659'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7539 ***********************************************************************
 AH7539  DESIGNATION -  81 DAW
 AH7539  PID         -  AH7539
 AH7539  STATE/COUNTY-  OH/LICKING
 AH7539  USGS QUAD   -  JOHNSTOWN (1984)
 AH7539
 AH7539                         *CURRENT SURVEY CONTROL
 AH7539  ___________________________________________________________________
 AH7539* NAD 83(1995)-  40 14 21.98618(N)    082 38 31.10964(W)     ADJUSTED  
 AH7539* NAVD 88     -       342.57   (meters)    1123.9    (feet)  LEVELING  
 AH7539  ___________________________________________________________________
 AH7539  X           -     624,440.553 (meters)                     COMP
 AH7539  Y           -  -4,835,659.954 (meters)                     COMP
 AH7539  Z           -   4,098,515.787 (meters)                     COMP
 AH7539  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AH7539  ELLIP HEIGHT-         308.60  (meters)          (10/07/05) GPS OBS
 AH7539  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 AH7539
 AH7539  HORZ ORDER  -  FIRST
 AH7539  VERT ORDER  -  THIRD ?
 AH7539  ELLP ORDER  -  FOURTH    CLASS II
 AH7539
 AH7539.The horizontal coordinates were established by GPS observations
 AH7539.and adjusted by the National Geodetic Survey in February 1999..
 AH7539
 AH7539.The orthometric height was determined by differential leveling.
 AH7539.The vertical network tie was performed by a horz. field party for horz.
 AH7539.obs reductions. Reset procedures were used to establish the elevation.
 AH7539
 AH7539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7539
 AH7539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7539
 AH7539.The ellipsoidal height was determined by GPS observations
 AH7539.and is referenced to NAD 83.
 AH7539
 AH7539.The geoid height was determined by GEOID03.
 AH7539
 AH7539;                    North         East     Units Scale Factor Converg.
 AH7539;SPC OH S     -   248,629.666   587,918.102   MT  1.00004729   -0 05 24.3
 AH7539;UTM  17      - 4,455,626.357   360,329.086   MT  0.99984014   -1 03 39.1
 AH7539
 AH7539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7539!SPC OH S     -   0.99995159  x   1.00004729  =   0.99999888
 AH7539!UTM  17      -   0.99995159  x   0.99984014  =   0.99979174
 AH7539
 AH7539                          SUPERSEDED SURVEY CONTROL
 AH7539
 AH7539  ELLIP H (02/25/99)  308.64   (m)                       GP(       ) 4 2
 AH7539
 AH7539.Superseded values are not recommended for survey control.
 AH7539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7539.See file dsdata.txt to determine how the superseded data were derived.
 AH7539
 AH7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6032955626(NAD 83)
 AH7539_MARKER: DB = BENCH MARK DISK
 AH7539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7539_STAMPING: 1125 81 DAW 1959
 AH7539_MARK LOGO: USGS  
 AH7539_PROJECTION: FLUSH
 AH7539_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH7539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7539+STABILITY: SURFACE MOTION
 AH7539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7539+SATELLITE: SATELLITE OBSERVATIONS - 1959
 AH7539
 AH7539  HISTORY     - Date     Condition        Report By
 AH7539  HISTORY     - 1959     MONUMENTED       USGS
 AH7539
 AH7539                          STATION DESCRIPTION
 AH7539
 AH7539'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH7539'THE STATION IS LOCATED IN BENNINGTON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7539'ABOUT 2.2 MILES (3.5 KM) EAST OF THE TOWN OF HARTFORD.  TO REACH THE
 AH7539'STATION FROM THE INTERSECTION OF BENNINGTON CHAPEL ROAD (CR 2) AND
 AH7539'MARION ROAD (SR 657) PROCEED WEST ALONG BENNINGTON CHAPEL ROAD (CR 2)
 AH7539'A DISTANCE OF 3.2 MILES (5.1 KM) TO INTERSECTION WITH DUTCH CROSS ROAD
 AH7539'(T-56) .  CONTINUE WEST ALONG BENNINGTON CHAPEL ROAD (CR 2) A DISTANCE
 AH7539'OF 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 AH7539'USGS BENCHMARK DISK SET IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST
 AH7539'PROJECTING 5 INCHES ABOVE THE GROUND SURFACE AND STAMPED 1125 81 DAW
 AH7539'1959.  THE STATION IS 53.0 FEET (16.2 M) AZIMUTH 50 DEGREES TO A POWER
 AH7539'POLE ON THE NORTH SIDE OF BENNINGTON CHAPEL ROAD, 138 FEET (42.1 M)
 AH7539'AZIMUTH 283 DEGREES TO A DUTCH CROSS ROAD SIGN, 1.0 FOOT (0.3 M)
 AH7539'AZIMUTH 190 DEGREES TO A FENCE, AND 20.0 FEET (6.1 M) SOUTH FROM THE
 AH7539'CENTERLINE OF BENNINGTON CHAPEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0641 ***********************************************************************
 HY0641  DESIGNATION -  81 JJS
 HY0641  PID         -  HY0641
 HY0641  STATE/COUNTY-  OH/LAWRENCE
 HY0641  USGS QUAD   -  HUNTINGTON (1985)
 HY0641
 HY0641                         *CURRENT SURVEY CONTROL
 HY0641  ___________________________________________________________________
 HY0641* NAD 83(1986)-  38 27 44.     (N)    082 25 46.     (W)     SCALED    
 HY0641* NAVD 88     -       164.909  (meters)     541.04   (feet)  ADJUSTED  
 HY0641  ___________________________________________________________________
 HY0641  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HY0641  DYNAMIC HT  -         164.799 (meters)     540.68  (feet)  COMP
 HY0641  MODELED GRAV-     979,956.8   (mgal)                       NAVD 88
 HY0641
 HY0641  VERT ORDER  -  SECOND    CLASS 0
 HY0641
 HY0641.The horizontal coordinates were scaled from a topographic map and have
 HY0641.an estimated accuracy of +/- 6 seconds.
 HY0641
 HY0641.The orthometric height was determined by differential leveling
 HY0641.and adjusted by the National Geodetic Survey in June 1991..
 HY0641
 HY0641.The geoid height was determined by GEOID03.
 HY0641
 HY0641.The dynamic height is computed by dividing the NAVD 88
 HY0641.geopotential number by the normal gravity value computed on the
 HY0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0641.degrees latitude (g = 980.6199 gals.).
 HY0641
 HY0641.The modeled gravity was interpolated from observed gravity values.
 HY0641
 HY0641;                    North         East    Units  Estimated Accuracy
 HY0641;SPC OH S     -    51,320.      606,160.      MT  (+/- 180 meters Scaled)
 HY0641
 HY0641                          SUPERSEDED SURVEY CONTROL
 HY0641
 HY0641  NGVD 29 (??/??/92)  165.093  (m)          541.64   (f) ADJ UNCH    2 0
 HY0641
 HY0641.Superseded values are not recommended for survey control.
 HY0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0641.See file dsdata.txt to determine how the superseded data were derived.
 HY0641
 HY0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC752580(NAD 83)
 HY0641_MARKER: DD = SURVEY DISK
 HY0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0641_STAMPING: 81 JJS 1956 542
 HY0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0641+STABILITY: SURFACE MOTION
 HY0641
 HY0641  HISTORY     - Date     Condition        Report By
 HY0641  HISTORY     - 1956     MONUMENTED       USGS
 HY0641  HISTORY     - 1958     GOOD             NGS
 HY0641
 HY0641                          STATION DESCRIPTION
 HY0641
 HY0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0641'3.6 MI SE FROM GETAWAY.
 HY0641'ABOUT 3.65 MILES SOUTHEAST ALONG STATE HIGHWAY 243 FROM THE
 HY0641'METHODIST CHURCH AT GETAWAY, IN SECTION 15, T 1N, R 16W, ABOUT
 HY0641'0.4 MILES NORTH OF THE BETHEL METHODIST CHURCH, AT THE JUNCTION
 HY0641'OF A BLACKTOP ROAD SOUTHWEST, 28 FEET NORTHEAST OF THE CENTER LINE
 HY0641'OF THE HIGHWAY AND THE JUNCTION, 21 FEET EAST OF THE NORTH
 HY0641'CORNER OF A 10-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 1 1/2
 HY0641'FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT 2 FEET BELOW THE
 HY0641'LEVEL OF THE HIGHWAY, A USGS DISK SET IN THE TOP OF A CONCRETE
 HY0641'POST PROJECTING 5 INCHES.  NOTE-- THE MARK MAY BE REACHED FROM
 HY0641'THE POST OFFICE AT CHESAPEAKE, LAWRENCE COUNTY, BY GOING 1.55
 HY0641'MILES EAST ALONG STATE HIGHWAY 7, THENCE 2.6 MILES NORTH ALONG A
 HY0641'BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1635 ***********************************************************************
 KY1635  DESIGNATION -  811
 KY1635  PID         -  KY1635
 KY1635  STATE/COUNTY-  OH/HOLMES
 KY1635  USGS QUAD   -  MILLERSBURG (1994)
 KY1635
 KY1635                         *CURRENT SURVEY CONTROL
 KY1635  ___________________________________________________________________
 KY1635* NAD 83(1986)-  40 30 34.     (N)    081 56 04.     (W)     SCALED    
 KY1635* NAVD 88     -       246.874  (meters)     809.95   (feet)  ADJUSTED  
 KY1635  ___________________________________________________________________
 KY1635  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KY1635  DYNAMIC HT  -         246.754 (meters)     809.56  (feet)  COMP
 KY1635  MODELED GRAV-     980,130.2   (mgal)                       NAVD 88
 KY1635
 KY1635  VERT ORDER  -  SECOND    CLASS 0
 KY1635
 KY1635.The horizontal coordinates were scaled from a topographic map and have
 KY1635.an estimated accuracy of +/- 6 seconds.
 KY1635
 KY1635.The orthometric height was determined by differential leveling
 KY1635.and adjusted by the National Geodetic Survey in June 1991..
 KY1635
 KY1635.The geoid height was determined by GEOID03.
 KY1635
 KY1635.The dynamic height is computed by dividing the NAVD 88
 KY1635.geopotential number by the normal gravity value computed on the
 KY1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1635.degrees latitude (g = 980.6199 gals.).
 KY1635
 KY1635.The modeled gravity was interpolated from observed gravity values.
 KY1635
 KY1635;                    North         East    Units  Estimated Accuracy
 KY1635;SPC OH N     -    93,740.      647,930.      MT  (+/- 180 meters Scaled)
 KY1635
 KY1635                          SUPERSEDED SURVEY CONTROL
 KY1635
 KY1635  NGVD 29 (??/??/92)  247.089  (m)          810.66   (f) ADJ UNCH    2 0
 KY1635
 KY1635.Superseded values are not recommended for survey control.
 KY1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1635.See file dsdata.txt to determine how the superseded data were derived.
 KY1635
 KY1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME208847(NAD 83)
 KY1635_MARKER: P = PIPE CAP
 KY1635_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY1635_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KY1635_STAMPING: 811 OHIO
 KY1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1635
 KY1635  HISTORY     - Date     Condition        Report By
 KY1635  HISTORY     - UNK      MONUMENTED       CGS
 KY1635  HISTORY     - 1934     GOOD             NGS
 KY1635  HISTORY     - 1973     GOOD             OHDT
 KY1635
 KY1635                          STATION DESCRIPTION
 KY1635
 KY1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1635'3.1 MI S FROM MILLERSBURG.
 KY1635'3.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1635'STATION AT MILLERSBURG, HOLMES COUNTY, AT HARDY SWITCH
 KY1635'(ABANDONED), ABOUT 280 FEET SOUTH OF THE TRACK, ON U.S. HIGHWAY
 KY1635'62, 0.8 MILE SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 KY1635'76, 160 FEET EAST OF A BLACK BARN WITH A STONE FOUNDATION, 110
 KY1635'FEET SOUTHEAST OF A DIRT COUNTY ROAD LEADING NORTH, 24 FEET
 KY1635'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 22 FEET WEST OF THE
 KY1635'NORTHWEST CORNER OF A PIGPEN, AND 3 FEET SOUTH OF A FENCE.
 KY1635'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 811 OHIO
 KY1635'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ONE
 KY1635'FOOT ABOVE GROUND.
 KY1635
 KY1635                          STATION RECOVERY (1973)
 KY1635
 KY1635'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KY1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1637 ***********************************************************************
 KY1637  DESIGNATION -  813
 KY1637  PID         -  KY1637
 KY1637  STATE/COUNTY-  OH/HOLMES
 KY1637  USGS QUAD   -  MILLERSBURG (1994)
 KY1637
 KY1637                         *CURRENT SURVEY CONTROL
 KY1637  ___________________________________________________________________
 KY1637* NAD 83(1986)-  40 30 22.     (N)    081 58 03.     (W)     SCALED    
 KY1637* NAVD 88     -       247.302  (meters)     811.36   (feet)  ADJUSTED  
 KY1637  ___________________________________________________________________
 KY1637  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KY1637  DYNAMIC HT  -         247.179 (meters)     810.95  (feet)  COMP
 KY1637  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 KY1637
 KY1637  VERT ORDER  -  SECOND    CLASS 0
 KY1637
 KY1637.The horizontal coordinates were scaled from a topographic map and have
 KY1637.an estimated accuracy of +/- 6 seconds.
 KY1637
 KY1637.The orthometric height was determined by differential leveling
 KY1637.and adjusted by the National Geodetic Survey in June 1991..
 KY1637
 KY1637.The geoid height was determined by GEOID03.
 KY1637
 KY1637.The dynamic height is computed by dividing the NAVD 88
 KY1637.geopotential number by the normal gravity value computed on the
 KY1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1637.degrees latitude (g = 980.6199 gals.).
 KY1637
 KY1637.The modeled gravity was interpolated from observed gravity values.
 KY1637
 KY1637;                    North         East    Units  Estimated Accuracy
 KY1637;SPC OH N     -    93,360.      645,130.      MT  (+/- 180 meters Scaled)
 KY1637
 KY1637                          SUPERSEDED SURVEY CONTROL
 KY1637
 KY1637  NGVD 29 (??/??/92)  247.511  (m)          812.04   (f) ADJ UNCH    2 0
 KY1637
 KY1637.Superseded values are not recommended for survey control.
 KY1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1637.See file dsdata.txt to determine how the superseded data were derived.
 KY1637
 KY1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME180843(NAD 83)
 KY1637_MARKER: Q = CHISELED SQUARE
 KY1637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1637_SP_SET: CULVERT
 KY1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1637
 KY1637  HISTORY     - Date     Condition        Report By
 KY1637  HISTORY     - UNK      MONUMENTED       OHDT
 KY1637  HISTORY     - 1959     GOOD             NGS
 KY1637
 KY1637                          STATION DESCRIPTION
 KY1637
 KY1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1637'0.8 MI E FROM KILLBUCK.
 KY1637'ABOUT 0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1637'STATION AT KILLBUCK, AT THE CROSSING OF COUNTY ROAD 297, BETWEEN
 KY1637'THE TRACK AND U.S. HIGHWAY 62, ON TOP OF THE NORTHEAST CORNER OF
 KY1637'THE EAST END OF THE NORTH HEAD WALL TO A 4-FOOT CONCRETE BOX
 KY1637'CULVERT UNDER THE HIGHWAY, 30 FEET SOUTH OF THE SOUTH RAIL OF
 KY1637'THE MAIN TRACK, 18 FEET NORTH OF THE CENTER LINE OF THE
 KY1637'HIGHWAY, 42 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD,
 KY1637'AND IS AN OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0831 ***********************************************************************
 KY0831  DESIGNATION -  813
 KY0831  PID         -  KY0831
 KY0831  STATE/COUNTY-  OH/JEFFERSON
 KY0831  USGS QUAD   -  STEUBENVILLE WEST (1985)
 KY0831
 KY0831                         *CURRENT SURVEY CONTROL
 KY0831  ___________________________________________________________________
 KY0831* NAD 83(1986)-  40 20 57.     (N)    080 44 28.     (W)     SCALED    
 KY0831* NAVD 88     -       247.799  (meters)     812.99   (feet)  ADJUSTED  
 KY0831  ___________________________________________________________________
 KY0831  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY0831  DYNAMIC HT  -         247.665 (meters)     812.55  (feet)  COMP
 KY0831  MODELED GRAV-     980,078.9   (mgal)                       NAVD 88
 KY0831
 KY0831  VERT ORDER  -  SECOND    CLASS 0
 KY0831
 KY0831.The horizontal coordinates were scaled from a topographic map and have
 KY0831.an estimated accuracy of +/- 6 seconds.
 KY0831
 KY0831.The orthometric height was determined by differential leveling
 KY0831.and adjusted by the National Geodetic Survey in June 1991..
 KY0831
 KY0831.The geoid height was determined by GEOID03.
 KY0831
 KY0831.The dynamic height is computed by dividing the NAVD 88
 KY0831.geopotential number by the normal gravity value computed on the
 KY0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0831.degrees latitude (g = 980.6199 gals.).
 KY0831
 KY0831.The modeled gravity was interpolated from observed gravity values.
 KY0831
 KY0831;                    North         East    Units  Estimated Accuracy
 KY0831;SPC OH N     -    77,300.      749,420.      MT  (+/- 180 meters Scaled)
 KY0831
 KY0831                          SUPERSEDED SURVEY CONTROL
 KY0831
 KY0831  NGVD 29 (??/??/92)  247.980  (m)          813.58   (f) ADJ UNCH    2 0
 KY0831
 KY0831.Superseded values are not recommended for survey control.
 KY0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0831.See file dsdata.txt to determine how the superseded data were derived.
 KY0831
 KY0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE219665(NAD 83)
 KY0831_MARKER: Q = CHISELED SQUARE
 KY0831_SETTING: 0 = UNSPECIFIED SETTING
 KY0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0831
 KY0831  HISTORY     - Date     Condition        Report By
 KY0831  HISTORY     - UNK      MONUMENTED       PRR
 KY0831  HISTORY     - 1952     GOOD             NGS
 KY0831
 KY0831                          STATION DESCRIPTION
 KY0831
 KY0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KY0831'0.8 MI E FROM REED.
 KY0831'0.8 MILE EAST ALONG THE PENNSYLVANIA RAIROAD FROM THE STATION
 KY0831'AT REED, JEFFERSON COUNTY, 273 YARDS WEST OF POLE 54/25, AT THE
 KY0831'NORTH SIDE OF THE EAST PORTAL OF TUNNEL 6, ON THE FIRST COURSE
 KY0831'OF MASONRY, 2 YARDS NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 KY0831'0.2 FOOT NORTH OF THE SOUTHEAST CORNER OF THE NORTH SIDE OF THE
 KY0831'TUNNEL, AND LEVEL WITH THE TOP OF THE RAIL.  A CHISELED SQUARE.
 KY0831'NOTE-- IT WAS REPORTED IN JULY 1952 THAT THIS MARK IS ON THE
 KY0831'OLD RAILROAD LINE ABANDONED IN CONNECTION WITH THE ELIMINATION
 KY0831'OF TUNNEL 6.  TUNNEL 6 HAS BEEN SEALED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0031 ***********************************************************************
 LA0031  DESIGNATION -  815
 LA0031  PID         -  LA0031
 LA0031  STATE/COUNTY-  OH/ALLEN
 LA0031  USGS QUAD   -  CAIRO (1983)
 LA0031
 LA0031                         *CURRENT SURVEY CONTROL
 LA0031  ___________________________________________________________________
 LA0031* NAD 83(1986)-  40 49 54.     (N)    084 04 57.     (W)     SCALED    
 LA0031* NAVD 88     -       247.969  (meters)     813.54   (feet)  ADJUSTED  
 LA0031  ___________________________________________________________________
 LA0031  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 LA0031  DYNAMIC HT  -         247.849 (meters)     813.15  (feet)  COMP
 LA0031  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 LA0031
 LA0031  VERT ORDER  -  FIRST     CLASS II
 LA0031
 LA0031.The horizontal coordinates were scaled from a topographic map and have
 LA0031.an estimated accuracy of +/- 6 seconds.
 LA0031
 LA0031.The orthometric height was determined by differential leveling
 LA0031.and adjusted by the National Geodetic Survey in June 1991..
 LA0031
 LA0031.The geoid height was determined by GEOID03.
 LA0031
 LA0031.The dynamic height is computed by dividing the NAVD 88
 LA0031.geopotential number by the normal gravity value computed on the
 LA0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0031.degrees latitude (g = 980.6199 gals.).
 LA0031
 LA0031.The modeled gravity was interpolated from observed gravity values.
 LA0031
 LA0031;                    North         East    Units  Estimated Accuracy
 LA0031;SPC OH N     -   130,580.      466,530.      MT  (+/- 180 meters Scaled)
 LA0031
 LA0031                          SUPERSEDED SURVEY CONTROL
 LA0031
 LA0031  NGVD 29 (??/??/92)  248.136  (m)          814.09   (f) ADJ UNCH    1 2
 LA0031
 LA0031.Superseded values are not recommended for survey control.
 LA0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0031.See file dsdata.txt to determine how the superseded data were derived.
 LA0031
 LA0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL460241(NAD 83)
 LA0031_MARKER: DD = SURVEY DISK
 LA0031_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA0031_SP_SET: BUILDING
 LA0031_STAMPING: 815 ADJ 1903
 LA0031_MARK LOGO: USGS  
 LA0031_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0031+STABILITY: SURFACE MOTION
 LA0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0031+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0031
 LA0031  HISTORY     - Date     Condition        Report By
 LA0031  HISTORY     - 1903     MONUMENTED       USGS
 LA0031  HISTORY     - 1954     GOOD             NGS
 LA0031  HISTORY     - 19930708 GOOD             NGS
 LA0031
 LA0031                          STATION DESCRIPTION
 LA0031
 LA0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0031'6.2 MI N FROM LIMA.
 LA0031'ABOUT 6.15 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0031'FROM THE STATION AT LIMA, AT CAIRO, ABOUT 130 YARDS WEST ALONG
 LA0031'STATE HIGHWAY 30N FROM THE WEST RAIL OF MAIN WEST TRACK, 61 FEET
 LA0031'SOUTH OF CENTER LINE OF HIGHWAY, 89 FEET EAST OF CENTER LINE OF
 LA0031'A STREET LEADING SOUTH, SET VERTICALLY IN THE WEST FACE OF STONE
 LA0031'WATER TABLE OF 2-STORY BRICK HOUSE NO. 115, 1.3 FEET SOUTH OF
 LA0031'NORTHWEST CORNER OF BUILDING AND 2.2 FEET ABOVE GROUND.
 LA0031
 LA0031                          STATION RECOVERY (1993)
 LA0031
 LA0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0031'IN CAIRO, SET VERTICALLY IN THE WEST FACE OF THE STONE WATER TABLE OF
 LA0031'A HOUSE AT 115 WEST MAIN STREET, 27.7 M (90.9 FT) EAST OF THE CENTER
 LA0031'OF GEORGE STREET, 18.4 M (60.4 FT) SOUTH OF THE CENTERLINE OF MAIN
 LA0031'STREET, 0.9 M (3.0 FT) ABOVE THE LEVEL OF MAIN STREET, AND 0.4 M (1.3
 LA0031'FT) SOUTH OF THE NORTHWEST CORNER OF THE HOUSE.  NOTE--THE MARK IS ON
 LA0031'PROPERTY OWNED BY TIM SHOCLENCEY, 115 WEST MAIN STREET, CAIRO, OH
 LA0031'45820.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1442 ***********************************************************************
 JZ1442  DESIGNATION -  816
 JZ1442  PID         -  JZ1442
 JZ1442  STATE/COUNTY-  OH/BUTLER
 JZ1442  USGS QUAD   -  OXFORD (1988)
 JZ1442
 JZ1442                         *CURRENT SURVEY CONTROL
 JZ1442  ___________________________________________________________________
 JZ1442* NAD 83(1986)-  39 30 27.     (N)    084 39 03.     (W)     SCALED    
 JZ1442* NAVD 88     -       248.328  (meters)     814.72   (feet)  ADJUSTED  
 JZ1442  ___________________________________________________________________
 JZ1442  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JZ1442  DYNAMIC HT  -         248.191 (meters)     814.27  (feet)  COMP
 JZ1442  MODELED GRAV-     980,065.2   (mgal)                       NAVD 88
 JZ1442
 JZ1442  VERT ORDER  -  SECOND    CLASS 0
 JZ1442
 JZ1442.The horizontal coordinates were scaled from a topographic map and have
 JZ1442.an estimated accuracy of +/- 6 seconds.
 JZ1442
 JZ1442.The orthometric height was determined by differential leveling
 JZ1442.and adjusted by the National Geodetic Survey in June 1991..
 JZ1442
 JZ1442.The geoid height was determined by GEOID03.
 JZ1442
 JZ1442.The dynamic height is computed by dividing the NAVD 88
 JZ1442.geopotential number by the normal gravity value computed on the
 JZ1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1442.degrees latitude (g = 980.6199 gals.).
 JZ1442
 JZ1442.The modeled gravity was interpolated from observed gravity values.
 JZ1442
 JZ1442;                    North         East    Units  Estimated Accuracy
 JZ1442;SPC OH S     -   169,560.      415,050.      MT  (+/- 180 meters Scaled)
 JZ1442
 JZ1442                          SUPERSEDED SURVEY CONTROL
 JZ1442
 JZ1442  NGVD 29 (??/??/92)  248.502  (m)          815.29   (f) ADJ UNCH    2 0
 JZ1442
 JZ1442.Superseded values are not recommended for survey control.
 JZ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1442.See file dsdata.txt to determine how the superseded data were derived.
 JZ1442
 JZ1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ019757(NAD 83)
 JZ1442_MARKER: DD = SURVEY DISK
 JZ1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1442_SP_SET: DRILL HOLE
 JZ1442_STAMPING: 816 OHIO
 JZ1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1442
 JZ1442  HISTORY     - Date     Condition        Report By
 JZ1442  HISTORY     - UNK      MONUMENTED       USGS
 JZ1442  HISTORY     - 1947     GOOD             NGS
 JZ1442
 JZ1442                          STATION DESCRIPTION
 JZ1442
 JZ1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1442'5.4 MI E FROM OXFORD.
 JZ1442'5.4 MILES EAST ALONG STATE HIGHWAY 73 FROM THE POST OFFICE AT
 JZ1442'OXFORD, ABOUT 0.75 MILE EAST OF THE INTERSECTION OF STATE
 JZ1442'HIGHWAY 177, ABOUT 1.0 MILE WEST OF THE CROSSING OF A POWER
 JZ1442'TRANSMISSION LINE, SET VERTICALLY IN THE NORTH FACE OF THE STONE
 JZ1442'FOUNDATION OF THE WEST WING OF A 2-STORY FARM HOUSE, 2.7 FEET
 JZ1442'EAST OF THE NORTHWEST CORNER OF THE WEST WING, 1.4 FEET ABOVE
 JZ1442'THE GROUND, 93 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND
 JZ1442'SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0034 ***********************************************************************
 MC0034  DESIGNATION -  817
 MC0034  PID         -  MC0034
 MC0034  STATE/COUNTY-  OH/LORAIN
 MC0034  USGS QUAD   -  OBERLIN (1979)
 MC0034
 MC0034                         *CURRENT SURVEY CONTROL
 MC0034  ___________________________________________________________________
 MC0034* NAD 83(1986)-  41 17 40.     (N)    082 13 13.     (W)     SCALED    
 MC0034* NAVD 88     -       248.770  (meters)     816.17   (feet)  ADJUSTED  
 MC0034  ___________________________________________________________________
 MC0034  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 MC0034  DYNAMIC HT  -         248.667 (meters)     815.84  (feet)  COMP
 MC0034  MODELED GRAV-     980,202.2   (mgal)                       NAVD 88
 MC0034
 MC0034  VERT ORDER  -  SECOND    CLASS 0
 MC0034
 MC0034.The horizontal coordinates were scaled from a topographic map and have
 MC0034.an estimated accuracy of +/- 6 seconds.
 MC0034
 MC0034.The orthometric height was determined by differential leveling
 MC0034.and adjusted by the National Geodetic Survey in June 1991..
 MC0034
 MC0034.The geoid height was determined by GEOID03.
 MC0034
 MC0034.The dynamic height is computed by dividing the NAVD 88
 MC0034.geopotential number by the normal gravity value computed on the
 MC0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0034.degrees latitude (g = 980.6199 gals.).
 MC0034
 MC0034.The modeled gravity was interpolated from observed gravity values.
 MC0034
 MC0034;                    North         East    Units  Estimated Accuracy
 MC0034;SPC OH N     -   180,800.      623,430.      MT  (+/- 180 meters Scaled)
 MC0034
 MC0034                          SUPERSEDED SURVEY CONTROL
 MC0034
 MC0034  NGVD 29 (??/??/92)  248.942  (m)          816.74   (f) ADJ UNCH    2 0
 MC0034
 MC0034.Superseded values are not recommended for survey control.
 MC0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0034.See file dsdata.txt to determine how the superseded data were derived.
 MC0034
 MC0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF978721(NAD 83)
 MC0034_MARKER: DD = SURVEY DISK
 MC0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0034_SP_SET: BUILDING
 MC0034_STAMPING: 817
 MC0034_MARK LOGO: USGS  
 MC0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0034
 MC0034  HISTORY     - Date     Condition        Report By
 MC0034  HISTORY     - UNK      MONUMENTED       USGS
 MC0034  HISTORY     - 1934     GOOD             CGS
 MC0034  HISTORY     - 1987     GOOD             OHDT
 MC0034  HISTORY     - 19960921 GOOD             USPSQD
 MC0034
 MC0034                          STATION DESCRIPTION
 MC0034
 MC0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0034'AT OBERLIN.
 MC0034'AT OBERLIN, LORAIN COUNTY, IN THE EAST SIDE OF THE SEVERANCE
 MC0034'LABORATORY, 102 FEET NORTH OF THE NORTH CURB OF WEST LORAIN
 MC0034'STREET, 54 FEET WEST OF THE WEST CURB OF NORTH PROFESSOR STREET,
 MC0034'AND 2 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 MC0034'STANDARD DISK, STAMPED 817 AND SET VERTICALLY.
 MC0034
 MC0034                          STATION RECOVERY (1987)
 MC0034
 MC0034'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DD)
 MC0034'RECOVERED IN GOOD CONDITION.
 MC0034
 MC0034                          STATION RECOVERY (1996)
 MC0034
 MC0034'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0667 ***********************************************************************
 KZ0667  DESIGNATION -  817
 KZ0667  PID         -  KZ0667
 KZ0667  STATE/COUNTY-  OH/COSHOCTON
 KZ0667  USGS QUAD   -  WARSAW (1987)
 KZ0667
 KZ0667                         *CURRENT SURVEY CONTROL
 KZ0667  ___________________________________________________________________
 KZ0667* NAD 83(1986)-  40 20 12.     (N)    082 03 57.     (W)     SCALED    
 KZ0667* NAVD 88     -       248.841  (meters)     816.41   (feet)  ADJUSTED  
 KZ0667  ___________________________________________________________________
 KZ0667  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KZ0667  DYNAMIC HT  -         248.714 (meters)     815.99  (feet)  COMP
 KZ0667  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 KZ0667
 KZ0667  VERT ORDER  -  SECOND    CLASS 0
 KZ0667
 KZ0667.The horizontal coordinates were scaled from a topographic map and have
 KZ0667.an estimated accuracy of +/- 6 seconds.
 KZ0667
 KZ0667.The orthometric height was determined by differential leveling
 KZ0667.and adjusted by the National Geodetic Survey in June 1991..
 KZ0667
 KZ0667.The geoid height was determined by GEOID03.
 KZ0667
 KZ0667.The dynamic height is computed by dividing the NAVD 88
 KZ0667.geopotential number by the normal gravity value computed on the
 KZ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0667.degrees latitude (g = 980.6199 gals.).
 KZ0667
 KZ0667.The modeled gravity was interpolated from observed gravity values.
 KZ0667
 KZ0667;                    North         East    Units  Estimated Accuracy
 KZ0667;SPC OH N     -    74,490.      636,890.      MT  (+/- 180 meters Scaled)
 KZ0667
 KZ0667                          SUPERSEDED SURVEY CONTROL
 KZ0667
 KZ0667  NGVD 29 (??/??/92)  249.046  (m)          817.08   (f) ADJ UNCH    2 0
 KZ0667
 KZ0667.Superseded values are not recommended for survey control.
 KZ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0667.See file dsdata.txt to determine how the superseded data were derived.
 KZ0667
 KZ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME094656(NAD 83)
 KZ0667_MARKER: DD = SURVEY DISK
 KZ0667_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0667_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0667_STAMPING: 817 OHIO
 KZ0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0667
 KZ0667  HISTORY     - Date     Condition        Report By
 KZ0667  HISTORY     - UNK      MONUMENTED       USGS
 KZ0667  HISTORY     - 1934     GOOD             NGS
 KZ0667
 KZ0667                          STATION DESCRIPTION
 KZ0667
 KZ0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0667'AT NELLIE.
 KZ0667'AT NELLIE, COSHOCTON COUNTY, ONE BLOCK NORTHWEST OF THE PENNSYLVANIA
 KZ0667'RAILROAD STATION, 43 FEET NORTHEAST OF THE CENTERLINE OF A
 KZ0667'GRAVEL ROAD, 19 FEET NORTH OF A 14-INCH MAPLE TREE, AT THE WEST
 KZ0667'CORNER-DOOR OF A RED BRICK SCHOOL, 9 FEET SOUTHEAST OF THE WEST
 KZ0667'CORNER OF BUILDING, 5 FEET SOUTHWEST OF THE SOUTHWEST CORNER,
 KZ0667'AND ONE FOOT SOUTHEAST OF A STONE LANDING.  A UNITED STATES
 KZ0667'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 817 OHIO AND RIVETED
 KZ0667'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1059 ***********************************************************************
 MC1059  DESIGNATION -  817 RESET
 MC1059  PID         -  MC1059
 MC1059  STATE/COUNTY-  OH/LORAIN
 MC1059  USGS QUAD   -  OBERLIN (1979)
 MC1059
 MC1059                         *CURRENT SURVEY CONTROL
 MC1059  ___________________________________________________________________
 MC1059* NAD 83(1995)-  41 17 40.25097(N)    082 13 12.66787(W)     ADJUSTED  
 MC1059* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 MC1059  ___________________________________________________________________
 MC1059  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 MC1059  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 MC1059
 MC1059  HORZ ORDER  -  SECOND
 MC1059
 MC1059.The horizontal coordinates were established by classical geodetic methods
 MC1059.and adjusted by the National Geodetic Survey in April 1998..
 MC1059
 MC1059.The orthometric height was scaled from a topographic map.
 MC1059
 MC1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1059
 MC1059.The geoid height was determined by GEOID03.
 MC1059
 MC1059;                    North         East     Units Scale Factor Converg.
 MC1059;SPC OH N     -   180,804.547   623,435.855   MT  0.99994695   +0 11 01.8
 MC1059;UTM  17      - 4,572,169.720   397,837.663   MT  0.99972845   -0 48 19.1
 MC1059
 MC1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1059!SPC OH N     -   0.99996636  x   0.99994695  =   0.99991332
 MC1059!UTM  17      -   0.99996636  x   0.99972845  =   0.99969482
 MC1059
 MC1059                          SUPERSEDED SURVEY CONTROL
 MC1059
 MC1059  NAD 83(1995)-  41 17 40.25831(N)    082 13 12.67675(W) AD(       ) 2
 MC1059  NAD 83(1986)-  41 17 40.25985(N)    082 13 12.67736(W) AD(       ) 2
 MC1059  NAD 27      -  41 17 40.07242(N)    082 13 13.10945(W) AD(       ) 2
 MC1059
 MC1059.Superseded values are not recommended for survey control.
 MC1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1059.See file dsdata.txt to determine how the superseded data were derived.
 MC1059
 MC1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9783872170(NAD 83)
 MC1059_MARKER: Z = SEE DESCRIPTION
 MC1059_SETTING: 0 = UNSPECIFIED SETTING
 MC1059_MARK LOGO: USGS  
 MC1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1059
 MC1059  HISTORY     - Date     Condition        Report By
 MC1059  HISTORY     - 1959     MONUMENTED       USGS
 MC1059  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 MC1059
 MC1059                          STATION DESCRIPTION
 MC1059
 MC1059'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (WER)
 MC1059'817 IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK (NO STAMPING) SET
 MC1059'IN A DRILL HOLE
 MC1059'(VERTICALLY) IN THE EAST WALL AT THE SOUTHEAST CORNER OF SEVERENCE
 MC1059'LABORATORY OF OBERLIN COLLEGE
 MC1059'WHICH IS IN THE NORTHWEST CORNER OF THE INTERSECTION OF
 MC1059'LORAIN AVENUE AND N. PROFESSOR STREET IN
 MC1059'OBERLIN.
 MC1059'
 MC1059'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION OBERLIN,
 MC1059'THE DISTANCE BEING
 MC1059'95.194 METERS (312.32 FT.) NORTHWEST OF STATION OBERLIN.
 MC1059
 MC1059                          STATION RECOVERY (1996)
 MC1059
 MC1059'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HZ0007 ***********************************************************************
 HZ0007  DESIGNATION -  818
 HZ0007  PID         -  HZ0007
 HZ0007  STATE/COUNTY-  OH/CLERMONT
 HZ0007  USGS QUAD   -  LAUREL (1992)
 HZ0007
 HZ0007                         *CURRENT SURVEY CONTROL
 HZ0007  ___________________________________________________________________
 HZ0007* NAD 83(1986)-  38 59 02.     (N)    084 13 57.     (W)     SCALED    
 HZ0007* NAVD 88     -       247.674  (meters)     812.58   (feet)  ADJUSTED  
 HZ0007  ___________________________________________________________________
 HZ0007  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HZ0007  DYNAMIC HT  -         247.515 (meters)     812.06  (feet)  COMP
 HZ0007  MODELED GRAV-     979,979.2   (mgal)                       NAVD 88
 HZ0007
 HZ0007  VERT ORDER  -  SECOND    CLASS 0
 HZ0007
 HZ0007.The horizontal coordinates were scaled from a topographic map and have
 HZ0007.an estimated accuracy of +/- 6 seconds.
 HZ0007
 HZ0007.The orthometric height was determined by differential leveling
 HZ0007.and adjusted by the National Geodetic Survey in June 1991..
 HZ0007
 HZ0007.The geoid height was determined by GEOID03.
 HZ0007
 HZ0007.The dynamic height is computed by dividing the NAVD 88
 HZ0007.geopotential number by the normal gravity value computed on the
 HZ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0007.degrees latitude (g = 980.6199 gals.).
 HZ0007
 HZ0007.The modeled gravity was interpolated from observed gravity values.
 HZ0007
 HZ0007;                    North         East    Units  Estimated Accuracy
 HZ0007;SPC OH S     -   110,670.      449,900.      MT  (+/- 180 meters Scaled)
 HZ0007
 HZ0007                          SUPERSEDED SURVEY CONTROL
 HZ0007
 HZ0007  NGVD 29 (??/??/92)  247.856  (m)          813.17   (f) ADJ UNCH    2 0
 HZ0007
 HZ0007.Superseded values are not recommended for survey control.
 HZ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0007.See file dsdata.txt to determine how the superseded data were derived.
 HZ0007
 HZ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ397186(NAD 83)
 HZ0007_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HZ0007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HZ0007_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HZ0007_STAMPING: OHIO 818
 HZ0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0007
 HZ0007  HISTORY     - Date     Condition        Report By
 HZ0007  HISTORY     - UNK      MONUMENTED       USGS
 HZ0007  HISTORY     - 1935     GOOD             NGS
 HZ0007
 HZ0007                          STATION DESCRIPTION
 HZ0007
 HZ0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ0007'3.9 MI NE FROM NEW RICHMOND.
 HZ0007'3.9 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE JUNCTION
 HZ0007'OF U.S. HIGHWAY 52 AT NEW RICHMOND, CLERMONT COUNTY, AT MOUNT
 HZ0007'PISGAH, 36 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SMITH
 HZ0007'GROCERY STORE IN 1935, 24 FEET WEST OF THE CENTERLINE OF THE
 HZ0007'HIGHWAY, 20 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 HZ0007'15 FEET SOUTH OF THE CENTERLINE OF A SLAG COUNTY ROAD, 11 FEET
 HZ0007'NORTHEAST OF A 16-INCH CEDAR TREE, 3.2 FEET WEST OF POLE 1497,
 HZ0007'AND ABOUT ONE FOOT HIGHER THAN THE HIGHWAY.  A UNITED STATES
 HZ0007'GEOLOGICAL SURVEY STANDARD CAP, STAMPED OHIO 818 AND RIVETED
 HZ0007'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2451 ***********************************************************************
 MB2451  DESIGNATION -  82 002 1 P CO
 MB2451  PID         -  MB2451
 MB2451  STATE/COUNTY-  OH/PORTAGE
 MB2451  USGS QUAD   -  ATWATER (1994)
 MB2451
 MB2451                         *CURRENT SURVEY CONTROL
 MB2451  ___________________________________________________________________
 MB2451* NAD 83(1995)-  41 04 51.53623(N)    081 11 38.71607(W)     ADJUSTED  
 MB2451* NAVD 88     -       345.0    (meters)    1132.     (feet)  VERTCON   
 MB2451  ___________________________________________________________________
 MB2451  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 MB2451  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB2451
 MB2451  HORZ ORDER  -  SECOND
 MB2451
 MB2451.The horizontal coordinates were established by classical geodetic methods
 MB2451.and adjusted by the National Geodetic Survey in April 1998..
 MB2451
 MB2451.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2451
 MB2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2451
 MB2451.The geoid height was determined by GEOID03.
 MB2451
 MB2451;                    North         East     Units Scale Factor Converg.
 MB2451;SPC OH N     -   157,875.526   709,727.798   MT  0.99993917   +0 51 28.5
 MB2451;UTM  17      - 4,547,765.072   483,696.910   MT  0.99960327   -0 07 39.1
 MB2451
 MB2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2451!SPC OH N     -   0.99995114  x   0.99993917  =   0.99989031
 MB2451!UTM  17      -   0.99995114  x   0.99960327  =   0.99955443
 MB2451
 MB2451:                Primary Azimuth Mark                     Grid Az
 MB2451:SPC OH N     -  72 325 1 P CO                            000 06 27.0
 MB2451:UTM  17      -  72 325 1 P CO                            001 05 34.6
 MB2451
 MB2451|---------------------------------------------------------------------|
 MB2451| PID    Reference Object                     Distance      Geod. Az  |
 MB2451|                                                           dddmmss.s |
 MB2451| MB2450 72 325 1 P CO                       APPROX. 1.9 KM 0005755.5 |
 MB2451| MB2447 72 314 1 P CO                       425.785 METERS 0894537.7 |
 MB2451|---------------------------------------------------------------------|
 MB2451
 MB2451                          SUPERSEDED SURVEY CONTROL
 MB2451
 MB2451  NAD 83(1986)-  41 04 51.54231(N)    081 11 38.71878(W) AD(       ) 2
 MB2451  NAD 27      -  41 04 51.33662(N)    081 11 39.35546(W) AD(       ) 2
 MB2451  NGVD 29 (07/19/86)  345.2    (m)         1133.     (f) VERT ANG       
 MB2451
 MB2451.Superseded values are not recommended for survey control.
 MB2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2451.See file dsdata.txt to determine how the superseded data were derived.
 MB2451
 MB2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8369747765(NAD 83)
 MB2451_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2451+STABILITY: SURFACE MOTION
 MB2451
 MB2451  HISTORY     - Date     Condition        Report By
 MB2451  HISTORY     - 1977     MONUMENTED       OH-133
 MB2451
 MB2451                          STATION DESCRIPTION
 MB2451
 MB2451'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2451'THE STATION IS ABOUT 2-3/4 MILES SOUTHEAST OF ROOTSTOWN, 2-3/4
 MB2451'MILES SOUTHWEST OF EDINBURG, 4-1/2 MILES NORTHEAST OF RANDOLPH,
 MB2451'AND ON THE RIGHT-OF-WAY OF INDUSTRY ROAD, COUNTY HIGHWAY 47.
 MB2451'
 MB2451'TO REACH THE STATION FROM RANDOLPH AT THE INTERSECTION OF
 MB2451'U.S. HIGHWAY 224 AND STATE ROUTE 44,
 MB2451'GO EAST ON U.S. HIGHWAY 224 FOR 2.8 MILES TO
 MB2451'THE INTERSECTION OF INDUSTRY ROAD.  TURN
 MB2451'LEFT AND GO NORTH ON INDUSTRY ROAD FOR 2.5
 MB2451'MILES TO THE STATION ON THE LEFT.
 MB2451'
 MB2451'STATION MARK, STAMPED---82-002-1 1977---, IS A PORTAGE COUNTY
 MB2451'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2451'POST THAT IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS 94.0 FEET
 MB2451'SOUTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING
 MB2451'AT LOADING DOCK OF INDUSTRY MOLD, 69.2 FEET NORTHWEST OF POWER
 MB2451'POLE NUMBER 57/1, 59.6 FEET NORTHEAST OF THE NORTHEAST CORNER
 MB2451'OF A 2-STORY WOOD FRAME HOUSE, AND 13.4 FEET WEST OF THE
 MB2451'CENTERLINE OF INDUSTRY ROAD.
 MB2451'
 MB2451'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2451'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2451'STATIONS 72 314 1 P CO, 71 127 1 P CO, AND 72 325 1 P CO CAN BE
 MB2451'USED AS AZIMUTH MARKS.
 MB2451'
 MB2451'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2461 ***********************************************************************
 MB2461  DESIGNATION -  82 003 1 P CO
 MB2461  PID         -  MB2461
 MB2461  STATE/COUNTY-  OH/PORTAGE
 MB2461  USGS QUAD   -  ATWATER (1994)
 MB2461
 MB2461                         *CURRENT SURVEY CONTROL
 MB2461  ___________________________________________________________________
 MB2461* NAD 83(1995)-  41 05 54.12872(N)    081 12 19.57269(W)     ADJUSTED  
 MB2461* NAVD 88     -       357.5    (meters)    1173.     (feet)  VERTCON   
 MB2461  ___________________________________________________________________
 MB2461  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 MB2461  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MB2461
 MB2461  HORZ ORDER  -  SECOND
 MB2461
 MB2461.The horizontal coordinates were established by classical geodetic methods
 MB2461.and adjusted by the National Geodetic Survey in April 1998..
 MB2461
 MB2461.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2461
 MB2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2461
 MB2461.The geoid height was determined by GEOID03.
 MB2461
 MB2461;                    North         East     Units Scale Factor Converg.
 MB2461;SPC OH N     -   159,791.882   708,745.618   MT  0.99993928   +0 51 01.7
 MB2461;UTM  17      - 4,549,697.388   482,748.153   MT  0.99960366   -0 08 06.2
 MB2461
 MB2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2461!SPC OH N     -   0.99994918  x   0.99993928  =   0.99988847
 MB2461!UTM  17      -   0.99994918  x   0.99960366  =   0.99955286
 MB2461
 MB2461:                Primary Azimuth Mark                     Grid Az
 MB2461:SPC OH N     -  82 009 1 P CO                            272 05 18.1
 MB2461:UTM  17      -  82 009 1 P CO                            273 04 26.0
 MB2461
 MB2461|---------------------------------------------------------------------|
 MB2461| PID    Reference Object                     Distance      Geod. Az  |
 MB2461|                                                           dddmmss.s |
 MB2461| MB2467 82 009 1 P CO                       APPROX. 0.9 KM 2725619.8 |
 MB2461|---------------------------------------------------------------------|
 MB2461
 MB2461                          SUPERSEDED SURVEY CONTROL
 MB2461
 MB2461  NAD 83(1986)-  41 05 54.13490(N)    081 12 19.57530(W) AD(       ) 2
 MB2461  NAD 27      -  41 05 53.92956(N)    081 12 20.21051(W) AD(       ) 2
 MB2461  NGVD 29 (07/19/86)  357.7    (m)         1174.     (f) VERT ANG       
 MB2461
 MB2461.Superseded values are not recommended for survey control.
 MB2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2461.See file dsdata.txt to determine how the superseded data were derived.
 MB2461
 MB2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8274849697(NAD 83)
 MB2461_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2461+STABILITY: SURFACE MOTION
 MB2461
 MB2461  HISTORY     - Date     Condition        Report By
 MB2461  HISTORY     - 1977     MONUMENTED       OH-133
 MB2461
 MB2461                          STATION DESCRIPTION
 MB2461
 MB2461'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2461'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF RAVENNA, 3-1/4
 MB2461'MILES WEST OF EDINBURG, 2 MILES EAST OF ROOTSTOWN, AND
 MB2461'ON THE RIGHT-OF-WAY OF TALLMADGE ROAD, COUNTY HIGHWAY 18.
 MB2461'
 MB2461'TO REACH THE STATION FROM THE INTERSECTION OF TALLMADGE ROAD
 MB2461'AND STATE ROUTE 44 IN ROOTSTOWN, GO EAST ON TALLMADGE ROAD FOR
 MB2461'1.4 MILES TO THE INTERSECTION OF HATRICK ROAD, COUNTY HIGHWAY
 MB2461'110 AND AZIMUTH MARK 82 009 1 P CO ON THE LEFT.  CONTINUE EAST ON
 MB2461'TALLMADGE ROAD FOR 0.6 MILE TO THE STATION ON THE
 MB2461'RIGHT.
 MB2461'
 MB2461'STATION MARKS, STAMPED---82-003-1 1977---, ARE PORTAGE COUNTY
 MB2461'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2461'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2461'SURFACE.  IT IS 67.2 FEET SOUTHEAST OF POWER POLE NUMBER RT 656,
 MB2461'40.8 FEET NORTHEAST THE CORNER POST OF A CHAIN LINK FENCE,
 MB2461'23.4 FEET SOUTH OF THE CENTERLINE OF
 MB2461'TALLMADGE ROAD, 11.0 FEET NORTH OF A CHAIN LINK FENCE, AND
 MB2461'ON THE TOP OF A HILL AT WILKES LUMBER COMPANY.  THE
 MB2461'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2461'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2461'
 MB2461'AZIMUTH MARK 82 009 1 P CO, STAMPED---82-009-1 1977---, IS A
 MB2461'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2461'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2461'SURFACE.  IT IS 115 FEET EAST OF THE CENTERLINE OF HATTRICK
 MB2461'ROAD, 74.4 FEET WEST OF POWER POLE NUMBER
 MB2461'RT 638, 65.0 FEET EAST OF POWER POLE NUMBER RT 637, 33.7 FEET
 MB2461'SOUTH OF THE SOUTHEAST CORNER OF THE FOUNDATION OF A TWO STORY
 MB2461'HOUSE, ADDRESS NUMBER 4897, AND 21.0 FEET NORTH OF THE
 MB2461'CENTERLINE OF TALLMADGE ROAD.
 MB2461'
 MB2461'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2461'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2461'STATION 82 044 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2461'
 MB2461'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2458 ***********************************************************************
 MB2458  DESIGNATION -  82 004 1 P CO
 MB2458  PID         -  MB2458
 MB2458  STATE/COUNTY-  OH/PORTAGE
 MB2458  USGS QUAD   -  ATWATER (1994)
 MB2458
 MB2458                         *CURRENT SURVEY CONTROL
 MB2458  ___________________________________________________________________
 MB2458* NAD 83(1995)-  41 05 54.05395(N)    081 11 48.23269(W)     ADJUSTED  
 MB2458* NAVD 88     -       355.1    (meters)    1165.     (feet)  VERTCON   
 MB2458  ___________________________________________________________________
 MB2458  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 MB2458  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB2458
 MB2458  HORZ ORDER  -  SECOND
 MB2458
 MB2458.The horizontal coordinates were established by classical geodetic methods
 MB2458.and adjusted by the National Geodetic Survey in April 1998..
 MB2458
 MB2458.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2458
 MB2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2458
 MB2458.The geoid height was determined by GEOID03.
 MB2458
 MB2458;                    North         East     Units Scale Factor Converg.
 MB2458;SPC OH N     -   159,800.467   709,476.881   MT  0.99993928   +0 51 22.3
 MB2458;UTM  17      - 4,549,693.396   483,479.210   MT  0.99960336   -0 07 45.6
 MB2458
 MB2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2458!SPC OH N     -   0.99994956  x   0.99993928  =   0.99988884
 MB2458!UTM  17      -   0.99994956  x   0.99960336  =   0.99955294
 MB2458
 MB2458|---------------------------------------------------------------------|
 MB2458| PID    Reference Object                     Distance      Geod. Az  |
 MB2458|                                                           dddmmss.s |
 MB2458| MB2450 72 325 1 P CO                       255.256 METERS 09515     |
 MB2458| MB2461 82 003 1 P CO                       APPROX. 0.7 KM 2701100.8 |
 MB2458|---------------------------------------------------------------------|
 MB2458
 MB2458                          SUPERSEDED SURVEY CONTROL
 MB2458
 MB2458  NAD 83(1986)-  41 05 54.06008(N)    081 11 48.23529(W) AD(       ) 2
 MB2458  NAD 27      -  41 05 53.85480(N)    081 11 48.87160(W) AD(       ) 2
 MB2458  NGVD 29 (07/19/86)  355.3    (m)         1166.     (f) VERT ANG       
 MB2458
 MB2458.Superseded values are not recommended for survey control.
 MB2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2458.See file dsdata.txt to determine how the superseded data were derived.
 MB2458
 MB2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8347949693(NAD 83)
 MB2458_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2458+STABILITY: SURFACE MOTION
 MB2458
 MB2458  HISTORY     - Date     Condition        Report By
 MB2458  HISTORY     - 1977     MONUMENTED       OH-133
 MB2458
 MB2458                          STATION DESCRIPTION
 MB2458
 MB2458'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2458'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF RAVENNA, 3-1/4
 MB2458'MILES WEST OF EDINBURG, 2 MILES EAST OF ROOTSTOWN, AND
 MB2458'ON THE RIGHT-OF-WAY OF TALLMADGE ROAD, COUNTY HIGHWAY 18.
 MB2458'
 MB2458'TO REACH THE STATION FROM THE INTERSECTION OF TALLMADGE ROAD
 MB2458'AND STATE ROUTE 44 IN ROOTSTOWN, GO EAST ON
 MB2458'TALLMADGE ROAD, FOR 2.45 MILES TO THE
 MB2458'STATION ON THE LEFT, 0.15 MILE WEST OF THE INTERSECTION OF
 MB2458'COUNTY HIGHWAY 47, INDUSTRY ROAD.
 MB2458'
 MB2458'STATION MARK, STAMPED---82-004-1 1977---, IS A PORTAGE COUNTY
 MB2458'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2458'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 26.4 FEET
 MB2458'NORTH OF THE CENTERLINE OF TALLMADGE ROAD,
 MB2458'24.8 FEET SOUTHEAST OF A 10-INCH FRUIT TREE AND 32.2 FEET WEST
 MB2458'OF POWER POLE NUMBER RT 637.
 MB2458'
 MB2458'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2458'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2458'STATIONS 72 325 1 P CO AND 82 003 1 P CO CAN BE USED AS
 MB2458'AZIMUTH MARKS.
 MB2458'
 MB2458'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2518 ***********************************************************************
 MB2518  DESIGNATION -  82 006 1 P CO
 MB2518  PID         -  MB2518
 MB2518  STATE/COUNTY-  OH/PORTAGE
 MB2518  USGS QUAD   -  RAVENNA (1994)
 MB2518
 MB2518                         *CURRENT SURVEY CONTROL
 MB2518  ___________________________________________________________________
 MB2518* NAD 83(1995)-  41 07 46.55110(N)    081 11 48.19199(W)     ADJUSTED  
 MB2518* NAVD 88     -       318.6    (meters)    1045.     (feet)  VERTCON   
 MB2518  ___________________________________________________________________
 MB2518  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 MB2518  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2518
 MB2518  HORZ ORDER  -  SECOND
 MB2518
 MB2518.The horizontal coordinates were established by classical geodetic methods
 MB2518.and adjusted by the National Geodetic Survey in April 1998..
 MB2518
 MB2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2518
 MB2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2518
 MB2518.The geoid height was determined by GEOID03.
 MB2518
 MB2518;                    North         East     Units Scale Factor Converg.
 MB2518;SPC OH N     -   163,270.300   709,425.976   MT  0.99993972   +0 51 22.3
 MB2518;UTM  17      - 4,553,162.424   483,487.991   MT  0.99960336   -0 07 45.8
 MB2518
 MB2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2518!SPC OH N     -   0.99995529  x   0.99993972  =   0.99989501
 MB2518!UTM  17      -   0.99995529  x   0.99960336  =   0.99955867
 MB2518
 MB2518:                Primary Azimuth Mark                     Grid Az
 MB2518:SPC OH N     -  RAVENNA B AND O MICROWAVE                013 58 14.6
 MB2518:UTM  17      -  RAVENNA B AND O MICROWAVE                014 57 22.7
 MB2518
 MB2518|---------------------------------------------------------------------|
 MB2518| PID    Reference Object                     Distance      Geod. Az  |
 MB2518|                                                           dddmmss.s |
 MB2518| MB2510 RAVENNA B AND O MICROWAVE           APPROX. 3.2 KM 0144936.9 |
 MB2518| MB2508 73 018 1 P CO                       APPROX. 2.1 KM 0365429.2 |
 MB2518| MB2449 72 402 1 P CO                       APPROX. 0.6 KM 1522934.5 |
 MB2518|---------------------------------------------------------------------|
 MB2518
 MB2518                          SUPERSEDED SURVEY CONTROL
 MB2518
 MB2518  NAD 83(1986)-  41 07 46.55750(N)    081 11 48.19410(W) AD(       ) 2
 MB2518  NAD 27      -  41 07 46.35272(N)    081 11 48.83119(W) AD(       ) 2
 MB2518  NGVD 29 (07/19/86)  318.8    (m)         1046.     (f) VERT ANG       
 MB2518
 MB2518.Superseded values are not recommended for survey control.
 MB2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2518.See file dsdata.txt to determine how the superseded data were derived.
 MB2518
 MB2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8348853162(NAD 83)
 MB2518_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2518+STABILITY: SURFACE MOTION
 MB2518
 MB2518  HISTORY     - Date     Condition        Report By
 MB2518  HISTORY     - 1977     MONUMENTED       OH-133
 MB2518
 MB2518                          STATION DESCRIPTION
 MB2518
 MB2518'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2518'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF ROOTSTOWN, 3-1/4
 MB2518'MILES SOUTHWEST OF CHARLESTOWN, 3 MILES SOUTHEAST OF RAVENNA,
 MB2518'AND ON THE RIGHT-OF-WAY OF CAMPBELLSPORT ROAD, TOWNSHIP HIGHWAY
 MB2518'111.
 MB2518'
 MB2518'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2518'AND 14 JUST EAST OF RAVENNA, GO SOUTHEAST ON STATE ROUTE 14
 MB2518'FOR 2.1 MILES TO THE INTERSECTION OF INDUSTRY ROAD, COUNTY
 MB2518'HIGHWAY 47.  TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO THE
 MB2518'Y-INTERSECTION OF CAMPBELLSPORT ROAD.
 MB2518'(BEAR LEFT AND CONTINUE SOUTH ON INDUSTRY ROAD FOR 0.5
 MB2518'MILE TO AZIMUTH MARK 72 402 1 P CO ON THE LEFT.)
 MB2518'BEAR RIGHT AND GO SOUTHWEST ON CAMPBELLSPORT ROAD FOR
 MB2518'0.2 MILE TO THE STATION ON THE RIGHT.
 MB2518'
 MB2518'STATION MARKS, STAMPED---82-006-1 1977---, ARE PORTAGE COUNTY
 MB2518'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2518'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2518'SURFACE.  IT IS 87.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MB2518'A CHAIN LINK FENCE OF A POWER SUBSTATION, 87.0 FEET SOUTHWEST
 MB2518'OF TELEPHONE AND POWER POLE NUMBER 99700, 56.5 FEET EAST OF
 MB2518'POWER POLE NUMBER RT 2220, AND 26.0 FEET NORTHWEST OF THE
 MB2518'CENTERLINE OF CAMPBELLSPORT ROAD.  THE
 MB2518'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2518'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2518'
 MB2518'AZIMUTH MARK 72 402 1 P CO, STAMPED---72-402-1 1977---, IS A
 MB2518'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2518'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2518'SURFACE.  IT IS 82.8 FEET SOUTHEAST OF TELEPHONE AND POWER
 MB2518'POLE NUMBER 111289, 58.3 FEET WEST OF THE SOUTHWEST CORNER OF A
 MB2518'WOOD FRAME HOUSE, 19.0 FEET EAST OF THE CENTERLINE OF INDUSTRY
 MB2518'ROAD, AND 17.4 FEET SOUTHWEST OF A 16-INCH
 MB2518'MAPLE TREE.
 MB2518'
 MB2518'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2518'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2518'STATION 73 018 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2518'
 MB2518'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2517 ***********************************************************************
 MB2517  DESIGNATION -  82 006 2 P CO
 MB2517  PID         -  MB2517
 MB2517  STATE/COUNTY-  OH/PORTAGE
 MB2517  USGS QUAD   -  RAVENNA (1994)
 MB2517
 MB2517                         *CURRENT SURVEY CONTROL
 MB2517  ___________________________________________________________________
 MB2517* NAD 83(1995)-  41 08 02.42976(N)    081 11 37.84784(W)     ADJUSTED  
 MB2517* NAVD 88     -       304.5    (meters)     999.     (feet)  VERTCON   
 MB2517  ___________________________________________________________________
 MB2517  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MB2517  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2517
 MB2517  HORZ ORDER  -  SECOND
 MB2517
 MB2517.The horizontal coordinates were established by classical geodetic methods
 MB2517.and adjusted by the National Geodetic Survey in April 1998..
 MB2517
 MB2517.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2517
 MB2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2517
 MB2517.The geoid height was determined by GEOID03.
 MB2517
 MB2517;                    North         East     Units Scale Factor Converg.
 MB2517;SPC OH N     -   163,763.665   709,659.877   MT  0.99993981   +0 51 29.1
 MB2517;UTM  17      - 4,553,651.529   483,730.262   MT  0.99960326   -0 07 39.1
 MB2517
 MB2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2517!SPC OH N     -   0.99995750  x   0.99993981  =   0.99989731
 MB2517!UTM  17      -   0.99995750  x   0.99960326  =   0.99956078
 MB2517
 MB2517|---------------------------------------------------------------------|
 MB2517| PID    Reference Object                     Distance      Geod. Az  |
 MB2517|                                                           dddmmss.s |
 MB2517| MB2516 83 135 1 P CO                        32.289 METERS 03442     |
 MB2517| MB2508 73 018 1 P CO                       APPROX. 1.6 KM 0403641.1 |
 MB2517| MB2515 72 401 1 P CO                        54.951 METERS 07155     |
 MB2517| MB2514 72 401 2 P CO                        98.047 METERS 08859     |
 MB2517|---------------------------------------------------------------------|
 MB2517
 MB2517                          SUPERSEDED SURVEY CONTROL
 MB2517
 MB2517  NAD 83(1986)-  41 08 02.43621(N)    081 11 37.84979(W) AD(       ) 2
 MB2517  NAD 27      -  41 08 02.23150(N)    081 11 38.48770(W) AD(       ) 2
 MB2517  NGVD 29 (07/19/86)  304.7    (m)         1000.     (f) VERT ANG       
 MB2517
 MB2517.Superseded values are not recommended for survey control.
 MB2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2517.See file dsdata.txt to determine how the superseded data were derived.
 MB2517
 MB2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8373053652(NAD 83)
 MB2517_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2517+STABILITY: SURFACE MOTION
 MB2517
 MB2517  HISTORY     - Date     Condition        Report By
 MB2517  HISTORY     - 1977     MONUMENTED       OH-133
 MB2517
 MB2517                          STATION DESCRIPTION
 MB2517
 MB2517'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2517'THE STATION IS ABOUT 3-3/4 MILES NORTHWEST OF EDINBURG, 3-1/4
 MB2517'MILES SOUTHWEST OF CHARLESTOWN, AND ON THE RIGHT-OF-WAY OF
 MB2517'INDUSTRY ROAD, COUNTY HIGHWAY 47.
 MB2517'
 MB2517'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2517'AND 14 JUST EAST OF RAVENNA, GO SOUTHEAST ON STATE ROUTE 14
 MB2517'FOR 2.1 MILES TO THE INTERSECTION OF INDUSTRY ROAD AND
 MB2517'REFERENCE MARK 83 135 1 P CO IN THE CENTER
 MB2517'OF THE INTERSECTION OF STATE ROUTE
 MB2517'14 AND INDUSTRY ROAD.  (TURN RIGHT AND GO SOUTHWEST ON INDUSTRY
 MB2517'ROAD FOR 75 FEET TO THE STATION ON THE RIGHT).  CONTINUE SOUTH-
 MB2517'EAST ON STATE ROUTE 14 FOR 154.4 FEET TO REFERENCE MARK
 MB2517'72 401 1 P CO JUST LEFT OF THE CENTERLINE.  CONTINUE
 MB2517'SOUTHEAST ON STATE ROUTE 14 FOR 115.4 FEET TO REFERENCE MARK 72
 MB2517'401 2 P CO IN THE CENTERLINE OF STATE ROUTE 14.
 MB2517'
 MB2517'STATION MARK, STAMPED---82-006-2 1977---, IS A PORTAGE COUNTY
 MB2517'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2517'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 56.8 FEET
 MB2517'SOUTH OF POWER AND TELEPHONE POLE NUMBER RT 268, 14 FEET WEST
 MB2517'OF THE CENTERLINE OF INDUSTRY ROAD, AND 9.4 FEET NORTHEAST OF
 MB2517'TELEPHONE POLE NUMBER 47/1.
 MB2517'
 MB2517'REFERENCE MARK 83 135 1 P CO, STAMPED---STATE OF OHIO
 MB2517'DEPARTMENT OF SURVEY---, IS A 1-INCH BRASS DISK, CENTER
 MB2517'PUNCHED, AND ATTACHED TO A 1/2-INCH IRON ROD 6 INCHES BELOW
 MB2517'THE ROAD SURFACE AND ENCASED IN AN 8-INCH SQUARE STATE OF OHIO
 MB2517'MONUMENT BOX WITH METAL LID THAT IS FLUSH WITH THE ROAD
 MB2517'SURFACE.  IT IS 66.1
 MB2517'FEET SOUTHEAST OF AN OHIO BELL UNDERGROUND TELEPHONE JUNCTION
 MB2517'BOX, 55.3 FEET EAST OF TELEPHONE AND POWER POLE NUMBER RT 268,
 MB2517'24.1 FEET SOUTHWEST OF A P.K. NAIL IN THE TOP OF A GUARDRAIL
 MB2517'RAIL POST, AND 23.8 FEET NORTHWEST OF A P.K. NAIL IN THE
 MB2517'TOP OF A GUARDRAIL POST.
 MB2517'
 MB2517'REFERENCE MARK 72 401 1 P CO, STAMPED---STATE OF OHIO
 MB2517'DEPARTMENT OF SURVEY---, IS A 1-INCH BRASS DISK, CENTER PUNCHED,
 MB2517'AND ATTACHED TO A 1/2-INCH IRON ROD 6 INCHES BELOW THE ROAD
 MB2517'SURFACE AND ENCASED IN AN 8-INCH SQUARE STATE OF OHIO
 MB2517'MONUMENT BOX WITH METAL LID THAT IS FLUSH WITH THE ROAD SURFACE.
 MB2517'IT IS 58.7 FEET EAST
 MB2517'OF A P.K. NAIL IN THE TOP OF A GUARDRAIL POST, 57.1
 MB2517'FEET NORTHWEST OF A P.K. NAIL IN THE TOP OF A GUARDRAIL
 MB2517'POST, 37.6 FEET SOUTHEAST OF A P.K. NAIL IN THE TOP OF A
 MB2517'GUARDRAIL POST, AND JUST EAST OF THE CENTERLINE OF STATE
 MB2517'ROUTE 14.
 MB2517'
 MB2517'REFERENCE MARK 72 401 2 P CO, STAMPED---STATE OF OHIO
 MB2517'DEPARTMENT OF SURVEY---, IS A 1-INCH BRASS DISK, CENTER PUNCHED,
 MB2517'AND ATTACHED TO A 1/2-INCH IRON ROD 6 INCHES BELOW THE ROAD
 MB2517'SURFACE AND ENCASED IS A 8-INCH SQUARE STATE OF OHIO
 MB2517'MONUMENT BOX WITH METAL LID THAT IS FLUSH WITH THE ROAD
 MB2517'SURFACE.  IT IS 36.5 FEET
 MB2517'EAST OF POWER POLE NUMBER ED 1422, 25.5 FEET SOUTHWEST OF A
 MB2517'P.K. NAIL IN THE TOP OF A GUARDRAIL POST, 24.1 FEET SOUTH
 MB2517'OF A P.K. NAIL IN THE TOP OF A GUARDRAIL POST, AND 22.8
 MB2517'FEET NORTH OF A P.K. NAIL IN THE TOP OF A GUARDRAIL POST.
 MB2517'
 MB2517'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2517'STATION 73 018 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2517'
 MB2517'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2472 ***********************************************************************
 MB2472  DESIGNATION -  82 008 1 P CO
 MB2472  PID         -  MB2472
 MB2472  STATE/COUNTY-  OH/PORTAGE
 MB2472  USGS QUAD   -  ATWATER (1994)
 MB2472
 MB2472                         *CURRENT SURVEY CONTROL
 MB2472  ___________________________________________________________________
 MB2472* NAD 83(1995)-  41 07 21.76547(N)    081 13 12.30245(W)     ADJUSTED  
 MB2472* NAVD 88     -       325.     (meters)    1066.     (feet)  VERTCON   
 MB2472  ___________________________________________________________________
 MB2472  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 MB2472  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB2472
 MB2472  HORZ ORDER  -  SECOND
 MB2472
 MB2472.The horizontal coordinates were established by classical geodetic methods
 MB2472.and adjusted by the National Geodetic Survey in April 1998..
 MB2472
 MB2472.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2472
 MB2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2472
 MB2472.The geoid height was determined by GEOID03.
 MB2472
 MB2472;                    North         East     Units Scale Factor Converg.
 MB2472;SPC OH N     -   162,476.765   707,475.649   MT  0.99993960   +0 50 27.0
 MB2472;UTM  17      - 4,552,402.810   481,524.963   MT  0.99960420   -0 08 41.1
 MB2472
 MB2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2472!SPC OH N     -   0.99995431  x   0.99993960  =   0.99989392
 MB2472!UTM  17      -   0.99995431  x   0.99960420  =   0.99955853
 MB2472
 MB2472                          SUPERSEDED SURVEY CONTROL
 MB2472
 MB2472  NAD 83(1986)-  41 07 21.77181(N)    081 13 12.30489(W) AD(       ) 2
 MB2472  NAD 27      -  41 07 21.56701(N)    081 13 12.93836(W) AD(       ) 2
 MB2472  NGVD 29 (07/19/86)  325.     (m)         1066.     (f) VERT ANG       
 MB2472
 MB2472.Superseded values are not recommended for survey control.
 MB2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2472.See file dsdata.txt to determine how the superseded data were derived.
 MB2472
 MB2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8152552403(NAD 83)
 MB2472_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2472+STABILITY: SURFACE MOTION
 MB2472
 MB2472  HISTORY     - Date     Condition        Report By
 MB2472  HISTORY     - 1977     MONUMENTED       OH-133
 MB2472
 MB2472                          STATION DESCRIPTION
 MB2472
 MB2472'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2472'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF EDINBURG, 1-3/4
 MB2472'MILES NORTHEAST OF ROOTSTOWN, 2-1/2 MILES SOUTHEAST OF RAVENNA,
 MB2472'AND ON THE RIGHT-OF-WAY OF NEW MILFORD ROAD, COUNTY HIGHWAY 89.
 MB2472'
 MB2472'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 59
 MB2472'(MAIN STREET) AND COUNTY HIGHWAY 47 (PROSPECT STREET) IN
 MB2472'RAVENNA, GO SOUTH ON PROSPECT STREET FOR
 MB2472'2.35 MILES TO THE INTERSECTION OF SANDY LAKE ROAD, COUNTY
 MB2472'HIGHWAY 89, TURN LEFT AND GO EAST ON SANDY LAKE ROAD
 MB2472'FOR 1.45 MILES TO THE INTERSECTION OF NEW MILFORD ROAD AND THE
 MB2472'STATION EAST OF THE INTERSECTION.
 MB2472'
 MB2472'STATION MARK, STAMPED---82-008-1 1977---, IS A PORTAGE COUNTY
 MB2472'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2472'POST THAT IS 3 INCHES BELOW THE ROAD SURFACE.  IT IS
 MB2472'27.2 FEET SOUTHEAST OF AN IRON PIN IN INTERSECTION OF ROADWAYS,
 MB2472'20.7 FEET EAST OF THE CENTERLINE OF NEW MILFORD ROAD,
 MB2472'18.7 FEET SOUTHWEST OF TELEPHONE AND POWER POLE
 MB2472'NUMBER RT 2755, AND 14.4 FEET NORTH OF TELEPHONE AND POWER POLE
 MB2472'NUMBER 82157.
 MB2472'
 MB2472'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2472'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2472'STATION 82 017 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2472'
 MB2472'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2467 ***********************************************************************
 MB2467  DESIGNATION -  82 009 1 P CO
 MB2467  PID         -  MB2467
 MB2467  STATE/COUNTY-  OH/PORTAGE
 MB2467  USGS QUAD   -  ATWATER (1994)
 MB2467
 MB2467                         *CURRENT SURVEY CONTROL
 MB2467  ___________________________________________________________________
 MB2467* NAD 83(1995)-  41 05 55.63304(N)    081 12 58.35576(W)     ADJUSTED  
 MB2467* NAVD 88     -       347.     (meters)    1138.     (feet)  VERTCON   
 MB2467  ___________________________________________________________________
 MB2467  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 MB2467  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB2467
 MB2467  HORZ ORDER  -  SECOND
 MB2467
 MB2467.The horizontal coordinates were established by classical geodetic methods
 MB2467.and adjusted by the National Geodetic Survey in April 1998..
 MB2467
 MB2467.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2467
 MB2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2467
 MB2467.The geoid height was determined by GEOID03.
 MB2467
 MB2467;                    North         East     Units Scale Factor Converg.
 MB2467;SPC OH N     -   159,824.904   707,840.043   MT  0.99993929   +0 50 36.2
 MB2467;UTM  17      - 4,549,745.965   481,843.584   MT  0.99960406   -0 08 31.7
 MB2467
 MB2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2467!SPC OH N     -   0.99995086  x   0.99993929  =   0.99989015
 MB2467!UTM  17      -   0.99995086  x   0.99960406  =   0.99955494
 MB2467
 MB2467                          SUPERSEDED SURVEY CONTROL
 MB2467
 MB2467  NAD 83(1986)-  41 05 55.63929(N)    081 12 58.35838(W) AD(       ) 2
 MB2467  NAD 27      -  41 05 55.43392(N)    081 12 58.99232(W) AD(       ) 2
 MB2467  NGVD 29 (07/19/86)  347.     (m)         1138.     (f) VERT ANG       
 MB2467
 MB2467.Superseded values are not recommended for survey control.
 MB2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2467.See file dsdata.txt to determine how the superseded data were derived.
 MB2467
 MB2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8184449746(NAD 83)
 MB2467_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2467+STABILITY: SURFACE MOTION
 MB2467
 MB2467  HISTORY     - Date     Condition        Report By
 MB2467  HISTORY     - 1977     MONUMENTED       OH-133
 MB2467
 MB2467                          STATION DESCRIPTION
 MB2467
 MB2467'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2467'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF RAVENNA, 3-1/4
 MB2467'MILES WEST OF EDINBURG, 2 MILES EAST OF ROOTSTOWN, AND
 MB2467'ON THE RIGHT-OF-WAY OF TALLMADGE ROAD, COUNTY HIGHWAY 18.
 MB2467'
 MB2467'TO REACH THE STATION FROM THE INTERSECTION OF TALLMADGE ROAD
 MB2467'AND STATE ROUTE 44 IN ROOTSTOWN, GO EAST ON
 MB2467'TALLMADGE ROAD FOR 1.4 MILES TO THE
 MB2467'STATION ON THE LEFT.
 MB2467'
 MB2467'STATION MARK, STAMPED---82-009-1 1977---, IS A PORTAGE COUNTY
 MB2467'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2467'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 115 FEET
 MB2467'EAST OF THE CENTERLINE OF HATTRICK ROAD, COUNTY HIGHWAY 110,
 MB2467'74.4 FEET WEST OF POWER POLE NUMBER RT 638, 65.0 FEET EAST OF
 MB2467'POWER POLE NUMBER RT 637, 33.7 FEET SOUTH OF THE SOUTHEAST
 MB2467'CORNER OF THE FOUNDATION OF A TWO STORY HOUSE, ADDRESS NUMBER
 MB2467'4897, AND 21.0 FEET NORTH OF THE CENTERLINE OF
 MB2467'TALLMADGE ROAD.
 MB2467'
 MB2467'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2467'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2467'STATION 82 003 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2467'
 MB2467'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2475 ***********************************************************************
 MB2475  DESIGNATION -  82 011 1 P CO
 MB2475  PID         -  MB2475
 MB2475  STATE/COUNTY-  OH/PORTAGE
 MB2475  USGS QUAD   -  ATWATER (1994)
 MB2475
 MB2475                         *CURRENT SURVEY CONTROL
 MB2475  ___________________________________________________________________
 MB2475* NAD 83(1995)-  41 04 56.65088(N)    081 13 14.89744(W)     ADJUSTED  
 MB2475* NAVD 88     -       359.1    (meters)    1178.     (feet)  VERTCON   
 MB2475  ___________________________________________________________________
 MB2475  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 MB2475  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB2475
 MB2475  HORZ ORDER  -  SECOND
 MB2475
 MB2475.The horizontal coordinates were established by classical geodetic methods
 MB2475.and adjusted by the National Geodetic Survey in April 1998..
 MB2475
 MB2475.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2475
 MB2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2475
 MB2475.The geoid height was determined by GEOID03.
 MB2475
 MB2475;                    North         East     Units Scale Factor Converg.
 MB2475;SPC OH N     -   158,000.011   707,480.777   MT  0.99993917   +0 50 25.3
 MB2475;UTM  17      - 4,547,928.129   481,453.115   MT  0.99960423   -0 08 42.4
 MB2475
 MB2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2475!SPC OH N     -   0.99994893  x   0.99993917  =   0.99988810
 MB2475!UTM  17      -   0.99994893  x   0.99960423  =   0.99955318
 MB2475
 MB2475|---------------------------------------------------------------------|
 MB2475| PID    Reference Object                     Distance      Geod. Az  |
 MB2475|                                                           dddmmss.s |
 MB2475| MB2473 82 011 1 P CO ECC                    14.934 METERS 10949     |
 MB2475| MB2476 82 014 1 P CO                       APPROX. 0.5 KM 1824549.7 |
 MB2475| MB2477 82 014 2 P CO                       APPROX. 0.8 KM 3023940.4 |
 MB2475|---------------------------------------------------------------------|
 MB2475
 MB2475                          SUPERSEDED SURVEY CONTROL
 MB2475
 MB2475  NAD 83(1986)-  41 04 56.65703(N)    081 13 14.90028(W) AD(       ) 2
 MB2475  NAD 27      -  41 04 56.45126(N)    081 13 15.53298(W) AD(       ) 2
 MB2475  NGVD 29 (07/19/86)  359.3    (m)         1179.     (f) VERT ANG       
 MB2475
 MB2475.Superseded values are not recommended for survey control.
 MB2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2475.See file dsdata.txt to determine how the superseded data were derived.
 MB2475
 MB2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8145347928(NAD 83)
 MB2475_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2475+STABILITY: SURFACE MOTION
 MB2475
 MB2475  HISTORY     - Date     Condition        Report By
 MB2475  HISTORY     - 1977     MONUMENTED       OH-133
 MB2475
 MB2475                          STATION DESCRIPTION
 MB2475
 MB2475'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2475'THE STATION IS ABOUT 5-3/4 MILES NORTHWEST OF ATWATER, 4-1/4
 MB2475'MILES SOUTHWEST OF EDINBURG, 1-3/4 MILES SOUTHEAST OF ROOTSTOWN,
 MB2475'AND ON THE RIGHT-OF-WAY OF COOK ROAD, COUNTY HIGHWAY 107.
 MB2475'
 MB2475'TO REACH THE STATION FROM ROOTSTOWN AT THE INTERSECTION OF STATE
 MB2475'ROUTE 44 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO EAST ON
 MB2475'TALLMADGE ROAD.  FOR 100 FEET TO THE
 MB2475'INTERSECTION OF COOK ROAD.  TURN RIGHT AND
 MB2475'GO SOUTHEAST FOR 1.1 MILES TO AZIMUTH MARK 82 014 2 P CO ON THE
 MB2475'RIGHT.  CONTINUE SOUTHEAST ON COOK ROAD
 MB2475'FOR 0.5 MILE TO THE INTERSECTION OF NEW MILFORD ROAD, COUNTY
 MB2475'HIGHWAY 31, AND THE STATION ON THE SOUTHEAST CORNER OF THE
 MB2475'INTERSECTION.  TURN RIGHT AND GO SOUTH ON NEW MILFORD ROAD
 MB2475'FOR 0.3 MILE TO AZIMUTH MARK 82 014 1 P CO
 MB2475'ON THE RIGHT.
 MB2475'
 MB2475'STATION MARKS, STAMPED---82-011-1 1977---, ARE PORTAGE COUNTY
 MB2475'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2475'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2475'SURFACE.  IT IS 74.4 FEET SOUTHEAST OF TELEPHONE AND POWER POLE
 MB2475'NUMBER 65/31, 60.0 FEET SOUTH OF TELEPHONE POLE NUMBER 4-42,
 MB2475'39.5 FEET EAST OF THE CENTERLINE OF NEW
 MB2475'MILFORD ROAD, 37.4 FEET SOUTH OF THE CENTERLINE OF COOK ROAD,
 MB2475'AND 19.2 FEET WEST OF TELEPHONE POLE NUMBER
 MB2475'4-41.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MB2475'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2475'
 MB2475'AZIMUTH MARK 82 014 2 P CO, STAMPED---82-014-2 1977---, IS A
 MB2475'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2475'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2475'SURFACE.  IT IS 44.4 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 MB2475'AN OPEN BARN, 35.0 FEET NORTHWEST OF POWER POLE NUMBER 4/30,
 MB2475'54.0 FEET WEST-SOUTHWEST OF A 10-INCH HICKORY TREE, AND 22.0
 MB2475'FEET SOUTHWEST OF THE CENTERLINE OF COOK ROAD.
 MB2475'
 MB2475'AZIMUTH MARK 82 014 1 P CO, STAMPED---82-014-1 1977---, IS A
 MB2475'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2475'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2475'SURFACE.  IT IS 83.4 FEET SOUTH OF POWER POLE NUMBER 82136,
 MB2475'66.6 FEET EAST OF THE NORTHEAST CORNER OF THE FOUNDATION OF A
 MB2475'2-1/2 STORY WOOD FRAME HOUSE, ADDRESS NUMBER 3249, 22.0 FEET
 MB2475'WEST OF THE CENTERLINE OF NEW MILFORD ROAD,
 MB2475'AND 17.7 FEET NORTHWEST OF A MAILBOX.
 MB2475'
 MB2475'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2475'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2475'
 MB2475'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2476 ***********************************************************************
 MB2476  DESIGNATION -  82 014 1 P CO
 MB2476  PID         -  MB2476
 MB2476  STATE/COUNTY-  OH/PORTAGE
 MB2476  USGS QUAD   -  ATWATER (1994)
 MB2476
 MB2476                         *CURRENT SURVEY CONTROL
 MB2476  ___________________________________________________________________
 MB2476* NAD 83(1995)-  41 04 40.41339(N)    081 13 15.93333(W)     ADJUSTED  
 MB2476* NAVD 88     -       369.     (meters)    1211.     (feet)  VERTCON   
 MB2476  ___________________________________________________________________
 MB2476  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 MB2476  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB2476
 MB2476  HORZ ORDER  -  SECOND
 MB2476
 MB2476.The horizontal coordinates were established by classical geodetic methods
 MB2476.and adjusted by the National Geodetic Survey in April 1998..
 MB2476
 MB2476.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2476
 MB2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2476
 MB2476.The geoid height was determined by GEOID03.
 MB2476
 MB2476;                    North         East     Units Scale Factor Converg.
 MB2476;SPC OH N     -   157,498.834   707,463.947   MT  0.99993916   +0 50 24.6
 MB2476;UTM  17      - 4,547,427.484   481,427.676   MT  0.99960425   -0 08 43.0
 MB2476
 MB2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2476!SPC OH N     -   0.99994740  x   0.99993916  =   0.99988657
 MB2476!UTM  17      -   0.99994740  x   0.99960425  =   0.99955168
 MB2476
 MB2476                          SUPERSEDED SURVEY CONTROL
 MB2476
 MB2476  NAD 83(1986)-  41 04 40.41954(N)    081 13 15.93622(W) AD(       ) 2
 MB2476  NAD 27      -  41 04 40.21358(N)    081 13 16.56881(W) AD(       ) 2
 MB2476  NGVD 29 (07/19/86)  369.     (m)         1211.     (f) VERT ANG       
 MB2476
 MB2476.Superseded values are not recommended for survey control.
 MB2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2476.See file dsdata.txt to determine how the superseded data were derived.
 MB2476
 MB2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8142847427(NAD 83)
 MB2476_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2476+STABILITY: SURFACE MOTION
 MB2476
 MB2476  HISTORY     - Date     Condition        Report By
 MB2476  HISTORY     - 1977     MONUMENTED       OH-133
 MB2476
 MB2476                          STATION DESCRIPTION
 MB2476
 MB2476'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2476'THE STATION IS ABOUT 5-3/4 MILES NORTHWEST OF ATWATER, 4-1/4
 MB2476'MILES SOUTHWEST OF EDINBURG, 1-3/4 MILES SOUTHEAST OF ROOTSTOWN,
 MB2476'AND ON THE RIGHT-OF-WAY OF COOK ROAD, COUNTY HIGHWAY 107.
 MB2476'
 MB2476'TO REACH THE STATION FROM ROOTSTOWN AT THE INTERSECTION OF STATE
 MB2476'ROUTE 44 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO EAST ON
 MB2476'TALLMADGE ROAD FOR 100 FEET TO THE INTERSECTION
 MB2476'OF COOK ROAD.  TURN RIGHT AND GO
 MB2476'SOUTHEAST 1.6 MILES TO THE INTERSECTION OF NEW MILFORD ROAD,
 MB2476'COUNTY HIGHWAY 31.  TURN RIGHT AND GO SOUTH ON NEW MILFORD
 MB2476'ROAD FOR 0.3 MILE TO THE STATION ON THE
 MB2476'RIGHT.
 MB2476'
 MB2476'STATION MARK, STAMPED---82-014-1 1977---, IS A PORTAGE COUNTY
 MB2476'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2476'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 83.4 FEET
 MB2476'SOUTH OF POWER POLE NUMBER 82136, 66.6 FEET EAST OF THE
 MB2476'NORTHEAST CORNER OF THE FOUNDATION OF A 2-1/2 STORY WOOD FRAME
 MB2476'HOUSE, ADDRESS NUMBER 3249, 22.0 FEET WEST OF THE CENTERLINE OF
 MB2476'NEW MILFORD ROAD, AND 17.7 FEET NORTHWEST OF
 MB2476'A MAILBOX.
 MB2476'
 MB2476'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2476'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2476'STATION 82 011 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2476'
 MB2476'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2477 ***********************************************************************
 MB2477  DESIGNATION -  82 014 2 P CO
 MB2477  PID         -  MB2477
 MB2477  STATE/COUNTY-  OH/PORTAGE
 MB2477  USGS QUAD   -  ATWATER (1994)
 MB2477
 MB2477                         *CURRENT SURVEY CONTROL
 MB2477  ___________________________________________________________________
 MB2477* NAD 83(1995)-  41 05 10.62841(N)    081 13 43.71855(W)     ADJUSTED  
 MB2477* NAVD 88     -       364.     (meters)    1194.     (feet)  VERTCON   
 MB2477  ___________________________________________________________________
 MB2477  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 MB2477  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB2477
 MB2477  HORZ ORDER  -  SECOND
 MB2477
 MB2477.The horizontal coordinates were established by classical geodetic methods
 MB2477.and adjusted by the National Geodetic Survey in April 1998..
 MB2477
 MB2477.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2477
 MB2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2477
 MB2477.The geoid height was determined by GEOID03.
 MB2477
 MB2477;                    North         East     Units Scale Factor Converg.
 MB2477;SPC OH N     -   158,421.293   706,801.871   MT  0.99993919   +0 50 06.4
 MB2477;UTM  17      - 4,548,360.881   480,781.779   MT  0.99960455   -0 09 01.3
 MB2477
 MB2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2477!SPC OH N     -   0.99994819  x   0.99993919  =   0.99988738
 MB2477!UTM  17      -   0.99994819  x   0.99960455  =   0.99955276
 MB2477
 MB2477                          SUPERSEDED SURVEY CONTROL
 MB2477
 MB2477  NAD 83(1986)-  41 05 10.63461(N)    081 13 43.72135(W) AD(       ) 2
 MB2477  NAD 27      -  41 05 10.42891(N)    081 13 44.35319(W) AD(       ) 2
 MB2477  NGVD 29 (07/19/86)  364.     (m)         1194.     (f) VERT ANG       
 MB2477
 MB2477.Superseded values are not recommended for survey control.
 MB2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2477.See file dsdata.txt to determine how the superseded data were derived.
 MB2477
 MB2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8078248361(NAD 83)
 MB2477_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2477+STABILITY: SURFACE MOTION
 MB2477
 MB2477  HISTORY     - Date     Condition        Report By
 MB2477  HISTORY     - 1977     MONUMENTED       OH-133
 MB2477
 MB2477                          STATION DESCRIPTION
 MB2477
 MB2477'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2477'THE STATION IS ABOUT 6-1/4 MILES NORTHWEST OF ATWATER, 4-1/2
 MB2477'MILES SOUTHWEST OF EDINBURG, 1-1/4 MILES SOUTHEAST OF ROOTSTOWN,
 MB2477'AND ON THE RIGHT-OF-WAY OF COOK ROAD, COUNTY HIGHWAY 107.
 MB2477'
 MB2477'TO REACH THE STATION FROM ROOTSTOWN AT THE INTERSECTION OF STATE
 MB2477'ROUTE 44 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO EAST ON
 MB2477'TALLMADGE ROAD FOR 100 FEET TO THE
 MB2477'INTERSECTION OF COOK ROAD.  TURN RIGHT AND
 MB2477'GO SOUTHEAST 1.1 MILES TO THE STATION ON THE RIGHT.
 MB2477'
 MB2477'STATION MARK, STAMPED---82-014-2 1977---, IS A PORTAGE COUNTY
 MB2477'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2477'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 53.6 FEET
 MB2477'WEST-SOUTHWEST OF A 10-INCH HICKORY TREE, 44.0 FEET NORTHEAST
 MB2477'OF THE NORTHWEST CORNER OF AN OPEN BARN, 33.7 FEET NORTHWEST OF
 MB2477'POWER POLE NUMBER 4/30, AND 22.0 FEET SOUTHWEST OF THE
 MB2477'CENTERLINE OF COOK ROAD.
 MB2477'
 MB2477'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2477'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2477'STATION 82 011 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2477'
 MB2477'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2486 ***********************************************************************
 MB2486  DESIGNATION -  82 017 1 P CO
 MB2486  PID         -  MB2486
 MB2486  STATE/COUNTY-  OH/PORTAGE
 MB2486  USGS QUAD   -  ATWATER (1994)
 MB2486
 MB2486                         *CURRENT SURVEY CONTROL
 MB2486  ___________________________________________________________________
 MB2486* NAD 83(1995)-  41 07 22.51153(N)    081 13 44.41858(W)     ADJUSTED  
 MB2486* NAVD 88     -       339.0    (meters)    1112.     (feet)  VERTCON   
 MB2486  ___________________________________________________________________
 MB2486  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 MB2486  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB2486
 MB2486  HORZ ORDER  -  SECOND
 MB2486
 MB2486.The horizontal coordinates were established by classical geodetic methods
 MB2486.and adjusted by the National Geodetic Survey in April 1998..
 MB2486
 MB2486.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2486
 MB2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2486
 MB2486.The geoid height was determined by GEOID03.
 MB2486
 MB2486;                    North         East     Units Scale Factor Converg.
 MB2486;SPC OH N     -   162,488.821   706,726.250   MT  0.99993960   +0 50 05.9
 MB2486;UTM  17      - 4,552,427.746   480,776.133   MT  0.99960455   -0 09 02.2
 MB2486
 MB2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2486!SPC OH N     -   0.99995209  x   0.99993960  =   0.99989169
 MB2486!UTM  17      -   0.99995209  x   0.99960455  =   0.99955665
 MB2486
 MB2486:                Primary Azimuth Mark                     Grid Az
 MB2486:SPC OH N     -  82 008 1 P CO                            090 55 18.0
 MB2486:UTM  17      -  82 008 1 P CO                            091 54 26.1
 MB2486
 MB2486|---------------------------------------------------------------------|
 MB2486| PID    Reference Object                     Distance      Geod. Az  |
 MB2486|                                                           dddmmss.s |
 MB2486| MB2472 82 008 1 P CO                       APPROX. 0.7 KM 0914523.9 |
 MB2486| MB2642 82 030 1 P CO                       APPROX. 2.0 KM 2712635.2 |
 MB2486|---------------------------------------------------------------------|
 MB2486
 MB2486                          SUPERSEDED SURVEY CONTROL
 MB2486
 MB2486  NAD 83(1986)-  41 07 22.51792(N)    081 13 44.42101(W) AD(       ) 2
 MB2486  NAD 27      -  41 07 22.31307(N)    081 13 45.05345(W) AD(       ) 2
 MB2486  NGVD 29 (07/19/86)  339.2    (m)         1113.     (f) VERT ANG       
 MB2486
 MB2486.Superseded values are not recommended for survey control.
 MB2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2486.See file dsdata.txt to determine how the superseded data were derived.
 MB2486
 MB2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8077652428(NAD 83)
 MB2486_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2486+STABILITY: SURFACE MOTION
 MB2486
 MB2486  HISTORY     - Date     Condition        Report By
 MB2486  HISTORY     - 1977     MONUMENTED       OH-133
 MB2486
 MB2486                          STATION DESCRIPTION
 MB2486
 MB2486'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2486'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF EDINBURG, 1-3/4
 MB2486'MILES NORTHEAST OF ROOTSTOWN, 1-1/2 MILES SOUTHEAST OF RAVENNA,
 MB2486'AND ON THE RIGHT-OF-WAY OF SANDY LAKE ROAD, COUNTY HIGHWAY 89.
 MB2486'
 MB2486'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 59
 MB2486'(MAIN STREET) AND COUNTY HIGHWAY 47 (PROSPECT STREET) IN
 MB2486'RAVENNA, GO SOUTH ON PROSPECT STREET FOR
 MB2486'2.35 MILES TO THE INTERSECTION OF SANDY LAKE ROAD.
 MB2486'(TURN RIGHT AND GO WEST ON SANDY LAKE ROAD FOR 0.6
 MB2486'MILE TO AZIMUTH MARK 82 030 1 P CO IN THE ROAD SURFACE).  TURN
 MB2486'LEFT AND GO EAST ON SANDY LAKE ROAD
 MB2486'FOR
 MB2486'1.0 MILE TO THE STATION IN THE ROAD SURFACE.  CONTINUE EAST
 MB2486'ON SANDY LAKE ROAD FOR 0.45 MILE TO AZIMUTH
 MB2486'MARK 82 008 1 P CO EAST OF THE INTERSECTION.
 MB2486'
 MB2486'STATION MARKS, STAMPED---82-017-1 1977---, ARE PORTAGE COUNTY
 MB2486'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2486'CYLINDRICAL CONCRETE POST THAT IS 6 INCHES BELOW THE
 MB2486'GROUND SURFACE.  IT IS 43.0 FEET SOUTHWEST OF A 5-INCH
 MB2486'EVERGREEN
 MB2486'TREE, 42.0 FEET NORTHEAST OF A 10-INCH TWIN TRUNKED CHERRY
 MB2486'TREE, 28.2 FEET NORTHWEST OF A MAILBOX POST, NUMBER 4543 AND
 MB2486'4548, AND 4.2 FEET SOUTH OF THE CENTERLINE OF SANDY LAKE ROAD,
 MB2486'COUNTY HIGHWAY 89.  THE UNDERGROUND DISK IS SET IN AN
 MB2486'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2486'SURFACE.
 MB2486'
 MB2486'AZIMUTH MARK 82 030 1 P CO, STAMPED---82-030-1 1977---, IS A
 MB2486'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2486'CYLINDRICAL CONCRETE POST THAT IS 4 INCHES BELOW THE
 MB2486'ROAD SURFACE.  IT IS 65.0 FEET NORTHEAST OF A 20-INCH MAPLE
 MB2486'TREE, 41.4 FEET NORTHWEST OF A 20-INCH MAPLE TREE, 21.8 FEET
 MB2486'SOUTHEAST OF TELEPHONE POLE NUMBER 25/13, AND 6.0 FEET NORTH
 MB2486'OF THE CENTERLINE OF SANDY LAKE ROAD.
 MB2486'
 MB2486'AZIMUTH MARK 82 008 1 P CO, STAMPED---82-008-1 1977---, IS A
 MB2486'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2486'CYLINDRICAL CONCRETE POST THAT IS 3 INCHES BELOW THE
 MB2486'GROUND
 MB2486'SURFACE.  IT IS 27.2 FEET SOUTHEAST OF AN IRON PIN IN THE
 MB2486'INTERSECTION OF ROADWAYS, 20.7 FEET EAST OF THE CENTERLINE OF
 MB2486'NEW MILFORD ROAD, COUNTY HIGHWAY 31, 18.7 FEET SOUTHWEST OF
 MB2486'TELEPHONE AND POWER POLE NUMBER RT 2755, AND 14.4 FEET NORTH
 MB2486'OF TELEPHONE AND POWER POLE NUMBER 82157.
 MB2486'
 MB2486'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2486'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2486'
 MB2486'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2478 ***********************************************************************
 MB2478  DESIGNATION -  82 024 1 P CO
 MB2478  PID         -  MB2478
 MB2478  STATE/COUNTY-  OH/PORTAGE
 MB2478  USGS QUAD   -  ATWATER (1994)
 MB2478
 MB2478                         *CURRENT SURVEY CONTROL
 MB2478  ___________________________________________________________________
 MB2478* NAD 83(1995)-  41 04 01.62867(N)    081 14 36.47766(W)     ADJUSTED  
 MB2478* NAVD 88     -       344.     (meters)    1129.     (feet)  VERTCON   
 MB2478  ___________________________________________________________________
 MB2478  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MB2478  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB2478
 MB2478  HORZ ORDER  -  SECOND
 MB2478
 MB2478.The horizontal coordinates were established by classical geodetic methods
 MB2478.and adjusted by the National Geodetic Survey in April 1998..
 MB2478
 MB2478.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2478
 MB2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2478
 MB2478.The geoid height was determined by GEOID03.
 MB2478
 MB2478;                    North         East     Units Scale Factor Converg.
 MB2478;SPC OH N     -   156,275.246   705,601.321   MT  0.99993914   +0 49 31.7
 MB2478;UTM  17      - 4,546,236.510   479,544.912   MT  0.99960515   -0 09 35.8
 MB2478
 MB2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2478!SPC OH N     -   0.99995132  x   0.99993914  =   0.99989047
 MB2478!UTM  17      -   0.99995132  x   0.99960515  =   0.99955649
 MB2478
 MB2478                          SUPERSEDED SURVEY CONTROL
 MB2478
 MB2478  NAD 83(1986)-  41 04 01.63487(N)    081 14 36.48083(W) AD(       ) 2
 MB2478  NAD 27      -  41 04 01.42865(N)    081 14 37.10910(W) AD(       ) 2
 MB2478  NGVD 29 (07/19/86)  344.     (m)         1129.     (f) VERT ANG       
 MB2478
 MB2478.Superseded values are not recommended for survey control.
 MB2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2478.See file dsdata.txt to determine how the superseded data were derived.
 MB2478
 MB2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7954546237(NAD 83)
 MB2478_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2478+STABILITY: SURFACE MOTION
 MB2478
 MB2478  HISTORY     - Date     Condition        Report By
 MB2478  HISTORY     - 1977     MONUMENTED       OH-133
 MB2478
 MB2478                          STATION DESCRIPTION
 MB2478
 MB2478'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2478'THE STATION IS ABOUT 6 MILES NORTHWEST OF ATWATER, 2-1/4 MILES
 MB2478'SOUTH OF ROOTSTOWN, 2-1/4 MILES NORTH OF RANDOLPH, AND
 MB2478'ON THE RIGHT-OF-WAY OF STATE ROUTE 44.
 MB2478'
 MB2478'TO REACH THE STATION FROM RANDOLPH AT THE INTERSECTION OF STATE
 MB2478'ROUTE 44 AND U.S. HIGHWAY 224
 MB2478'GO NORTH ON STATE ROUTE 44 FOR 2.6 MILES TO
 MB2478'THE STATION ON THE RIGHT.
 MB2478'
 MB2478'STATION MARK, STAMPED---82-024-1 1977---, IS A PORTAGE COUNTY
 MB2478'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2478'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 65.0 FEET
 MB2478'EAST OF TELEPHONE AND POWER POLE NUMBER 2T 858, 30.7 FEET
 MB2478'NORTHWEST OF A 10-INCH PINE TREE, 29.6 FEET EAST OF THE
 MB2478'CENTERLINE OF STATE ROUTE 44, AND 8.0 FEET NORTH OF TELEPHONE
 MB2478'AND POWER POLE NUMBER 2/75.
 MB2478'
 MB2478'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2478'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2478'STATION 81 095 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2478'
 MB2478'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2642 ***********************************************************************
 MB2642  DESIGNATION -  82 030 1 P CO
 MB2642  PID         -  MB2642
 MB2642  STATE/COUNTY-  OH/PORTAGE
 MB2642  USGS QUAD   -  SUFFIELD (1994)
 MB2642
 MB2642                         *CURRENT SURVEY CONTROL
 MB2642  ___________________________________________________________________
 MB2642* NAD 83(1995)-  41 07 24.12794(N)    081 15 09.73051(W)     ADJUSTED  
 MB2642* NAVD 88     -       335.     (meters)    1099.     (feet)  VERTCON   
 MB2642  ___________________________________________________________________
 MB2642  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 MB2642  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MB2642
 MB2642  HORZ ORDER  -  SECOND
 MB2642
 MB2642.The horizontal coordinates were established by classical geodetic methods
 MB2642.and adjusted by the National Geodetic Survey in April 1998..
 MB2642
 MB2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2642
 MB2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2642
 MB2642.The geoid height was determined by GEOID03.
 MB2642
 MB2642;                    North         East     Units Scale Factor Converg.
 MB2642;SPC OH N     -   162,509.949   704,735.758   MT  0.99993961   +0 49 09.9
 MB2642;UTM  17      - 4,552,483.091   478,786.965   MT  0.99960554   -0 09 58.3
 MB2642
 MB2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2642!SPC OH N     -   0.99995274  x   0.99993961  =   0.99989236
 MB2642!UTM  17      -   0.99995274  x   0.99960554  =   0.99955830
 MB2642
 MB2642                          SUPERSEDED SURVEY CONTROL
 MB2642
 MB2642  NAD 83(1986)-  41 07 24.13446(N)    081 15 09.73294(W) AD(       ) 2
 MB2642  NAD 27      -  41 07 23.92952(N)    081 15 10.36262(W) AD(       ) 2
 MB2642  NGVD 29 (07/19/86)  335.     (m)         1099.     (f) VERT ANG       
 MB2642
 MB2642.Superseded values are not recommended for survey control.
 MB2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2642.See file dsdata.txt to determine how the superseded data were derived.
 MB2642
 MB2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7878752483(NAD 83)
 MB2642_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2642+STABILITY: SURFACE MOTION
 MB2642
 MB2642  HISTORY     - Date     Condition        Report By
 MB2642  HISTORY     - 1977     MONUMENTED       OH-133
 MB2642
 MB2642                          STATION DESCRIPTION
 MB2642
 MB2642'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2642'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF EDINBURG, 1-3/4
 MB2642'MILES NORTHEAST OF ROOTSTOWN, 1-1/2 MILES SOUTHEAST OF RAVENNA,
 MB2642'AND ON THE RIGHT-OF-WAY OF SANDY LAKE ROAD, COUNTY HIGHWAY 89.
 MB2642'
 MB2642'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 59
 MB2642'(MAIN STREET) AND COUNTY HIGHWAY 47 (PROSPECT STREET) IN
 MB2642'RAVENNA, GO SOUTH ON PROSPECT STREET FOR
 MB2642'2.35 MILES TO THE INTERSECTION OF SANDY LAKE ROAD.
 MB2642'TURN RIGHT AND GO WEST ON SANDY LAKE ROAD FOR 0.6
 MB2642'MILE TO THE STATION IN THE ROAD SURFACE.
 MB2642'
 MB2642'STATION MARK, STAMPED---82-030-1 1977---, IS A PORTAGE COUNTY
 MB2642'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2642'POST THAT IS 4 INCHES BELOW THE ROAD SURFACE.  IT IS
 MB2642'65.0 FEET NORTHEAST OF A 20-INCH MAPLE TREE, 41.4 FEET
 MB2642'NORTHWEST OF A 20-INCH MAPLE TREE, 21.8 FEET SOUTHEAST OF
 MB2642'TELEPHONE POLE NUMBER 25/13, AND 6.0 FEET NORTH OF THE
 MB2642'CENTERLINE OF SANDY LAKE ROAD.
 MB2642'
 MB2642'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2642'LIGHT ABOVE STATION MARK WAS 2.0 METERS.
 MB2642'STATION 82 017 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2642'
 MB2642'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2648 ***********************************************************************
 MB2648  DESIGNATION -  82 037 1 P CO
 MB2648  PID         -  MB2648
 MB2648  STATE/COUNTY-  OH/PORTAGE
 MB2648  USGS QUAD   -  SUFFIELD (1994)
 MB2648
 MB2648                         *CURRENT SURVEY CONTROL
 MB2648  ___________________________________________________________________
 MB2648* NAD 83(1995)-  41 03 52.57665(N)    081 16 53.34855(W)     ADJUSTED  
 MB2648* NAVD 88     -       339.     (meters)    1112.     (feet)  VERTCON   
 MB2648  ___________________________________________________________________
 MB2648  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 MB2648  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB2648
 MB2648  HORZ ORDER  -  SECOND
 MB2648
 MB2648.The horizontal coordinates were established by classical geodetic methods
 MB2648.and adjusted by the National Geodetic Survey in April 1998..
 MB2648
 MB2648.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2648
 MB2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2648
 MB2648.The geoid height was determined by GEOID03.
 MB2648
 MB2648;                    North         East     Units Scale Factor Converg.
 MB2648;SPC OH N     -   155,950.709   702,410.192   MT  0.99993914   +0 48 01.8
 MB2648;UTM  17      - 4,545,966.992   476,349.738   MT  0.99960688   -0 11 05.7
 MB2648
 MB2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2648!SPC OH N     -   0.99995210  x   0.99993914  =   0.99989125
 MB2648!UTM  17      -   0.99995210  x   0.99960688  =   0.99955900
 MB2648
 MB2648                          SUPERSEDED SURVEY CONTROL
 MB2648
 MB2648  NAD 83(1986)-  41 03 52.58296(N)    081 16 53.35189(W) AD(       ) 2
 MB2648  NAD 27      -  41 03 52.37706(N)    081 16 53.97408(W) AD(       ) 2
 MB2648  NGVD 29 (07/19/86)  339.     (m)         1112.     (f) VERT ANG       
 MB2648
 MB2648.Superseded values are not recommended for survey control.
 MB2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2648.See file dsdata.txt to determine how the superseded data were derived.
 MB2648
 MB2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7635045967(NAD 83)
 MB2648_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2648+STABILITY: SURFACE MOTION
 MB2648
 MB2648  HISTORY     - Date     Condition        Report By
 MB2648  HISTORY     - 1977     MONUMENTED       OH-133
 MB2648
 MB2648                          STATION DESCRIPTION
 MB2648
 MB2648'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2648'THE STATION IS ABOUT 4-1/4 MILES SOUTHEAST OF BRIMFIELD, 3
 MB2648'MILES SOUTHWEST OF ROOTSTOWN, 3 MILES NORTHWEST OF RANDOLPH,
 MB2648'AND ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY 79, SAXE ROAD.
 MB2648'
 MB2648'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44
 MB2648'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN ROOTSTOWN, GO SOUTH
 MB2648'ON STATE ROUTE 44 FOR 1.4 MILES TO THE Y-INTERSECTION OF COUNTY
 MB2648'HIGHWAY 69, HARTVILLE ROAD.  TURN RIGHT AND GO SOUTHWEST ON
 MB2648'HARTVILLE ROAD FOR 0.9 MILE TO THE T-INTERSECTION OF COUNTY
 MB2648'HIGHWAY 82, OLD FORGE ROAD.  TURN RIGHT AND GO WEST ON OLD
 MB2648'FORGE ROAD FOR 0.85 MILE TO THE T-INTERSECTION OF COUNTY
 MB2648'HIGHWAY 72, JOHNNY CAKE ROAD.  TURN LEFT AND GO SOUTH ON JOHNNY
 MB2648'CAKE ROAD FOR 0.15 MILE TO THE T-INTERSECTION OF COUNTY
 MB2648'HIGHWAY 79, SAXE ROAD.  TURN RIGHT AND GO WEST ON SAXE ROAD
 MB2648'FOR 0.75 MILE TO THE CREST OF A SMALL KNOLL AND THE STATION ON
 MB2648'THE RIGHT.
 MB2648'
 MB2648'STATION MARK, STAMPED---82-037-1 1977---, IS A PORTAGE COUNTY
 MB2648'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2648'POST THAT IS FLUSH WITH THE GROUND.  IT IS 86.7 FEET SOUTH OF
 MB2648'A 24-INCH TWIN TRUNKED MAPLE TREE, 79.4 FEET SOUTHWEST OF THE
 MB2648'SOUTHWEST CORNER OF A TWO STORY FRAME HOUSE, ADDRESS NUMBER
 MB2648'3097, 50.5 FEET WEST OF A 10-INCH PINE TREE AND 16.8 FEET
 MB2648'NORTH OF THE CENTERLINE OF SAXE ROAD.
 MB2648'
 MB2648'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2648'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2648'STATION 81 099 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2648'
 MB2648'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2651 ***********************************************************************
 MB2651  DESIGNATION -  82 039 1 P CO
 MB2651  PID         -  MB2651
 MB2651  STATE/COUNTY-  OH/PORTAGE
 MB2651  USGS QUAD   -  SUFFIELD (1994)
 MB2651
 MB2651                         *CURRENT SURVEY CONTROL
 MB2651  ___________________________________________________________________
 MB2651* NAD 83(1995)-  41 06 00.19255(N)    081 17 07.72281(W)     ADJUSTED  
 MB2651* NAVD 88     -       346.     (meters)    1135.     (feet)  VERTCON   
 MB2651  ___________________________________________________________________
 MB2651  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 MB2651  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB2651
 MB2651  HORZ ORDER  -  SECOND
 MB2651
 MB2651.The horizontal coordinates were established by classical geodetic methods
 MB2651.and adjusted by the National Geodetic Survey in April 1998..
 MB2651
 MB2651.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2651
 MB2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2651
 MB2651.The geoid height was determined by GEOID03.
 MB2651
 MB2651;                    North         East     Units Scale Factor Converg.
 MB2651;SPC OH N     -   159,882.198   702,019.817   MT  0.99993930   +0 47 52.4
 MB2651;UTM  17      - 4,549,903.305   476,027.146   MT  0.99960707   -0 11 15.6
 MB2651
 MB2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2651!SPC OH N     -   0.99995101  x   0.99993930  =   0.99989031
 MB2651!UTM  17      -   0.99995101  x   0.99960707  =   0.99955810
 MB2651
 MB2651                          SUPERSEDED SURVEY CONTROL
 MB2651
 MB2651  NAD 83(1986)-  41 06 00.19897(N)    081 17 07.72598(W) AD(       ) 2
 MB2651  NAD 27      -  41 05 59.99218(N)    081 17 08.34703(W) AD(       ) 2
 MB2651  NGVD 29 (07/19/86)  346.     (m)         1135.     (f) VERT ANG       
 MB2651
 MB2651.Superseded values are not recommended for survey control.
 MB2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2651.See file dsdata.txt to determine how the superseded data were derived.
 MB2651
 MB2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7602749903(NAD 83)
 MB2651_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2651+STABILITY: SURFACE MOTION
 MB2651
 MB2651  HISTORY     - Date     Condition        Report By
 MB2651  HISTORY     - 1977     MONUMENTED       OH-133
 MB2651
 MB2651                          STATION DESCRIPTION
 MB2651
 MB2651'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2651'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF RANDOLPH, 3-1/4
 MB2651'MILES EAST OF BRIMFIELD, 2-1/4 MILES WEST OF ROOTSTOWN,
 MB2651'AND ON RIGHT-OF-WAY OF TALLMADGE ROAD, COUNTY HIGHWAY 18.
 MB2651'
 MB2651'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 43
 MB2651'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, AT BRIMFIELD, GO EAST ON
 MB2651'COUNTY HIGHWAY 18 FOR 2.85 MILES TO THE STATION ON THE LEFT.
 MB2651'
 MB2651'STATION MARK, STAMPED---82-039-1 1977---, IS A PORTAGE COUNTY
 MB2651'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2651'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 150
 MB2651'FEET OVER THE CREST OF THE HILL, 65.8 FEET SOUTHWEST OF
 MB2651'TELEPHONE AND POWER POLE NUMBER 6/50, 46.2 FEET WEST OF A
 MB2651'16-INCH OAK TREE, 39.5 FEET NORTHEAST OF A 24-INCH MAPLE TREE,
 MB2651'17.0 FEET SOUTH OF THE CENTERLINE OF TALLMADGE ROAD,
 MB2651'AND 13.4 FEET NORTH OF A 20-INCH MAPLE TREE.
 MB2651'
 MB2651'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2651'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2651'STATION 82 045 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2651'
 MB2651'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2654 ***********************************************************************
 MB2654  DESIGNATION -  82 040 1 P CO
 MB2654  PID         -  MB2654
 MB2654  STATE/COUNTY-  OH/PORTAGE
 MB2654  USGS QUAD   -  SUFFIELD (1994)
 MB2654
 MB2654                         *CURRENT SURVEY CONTROL
 MB2654  ___________________________________________________________________
 MB2654* NAD 83(1995)-  41 06 18.71370(N)    081 17 16.85787(W)     ADJUSTED  
 MB2654* NAVD 88     -       344.     (meters)    1129.     (feet)  VERTCON   
 MB2654  ___________________________________________________________________
 MB2654  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MB2654  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB2654
 MB2654  HORZ ORDER  -  SECOND
 MB2654
 MB2654.The horizontal coordinates were established by classical geodetic methods
 MB2654.and adjusted by the National Geodetic Survey in April 1998..
 MB2654
 MB2654.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2654
 MB2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2654
 MB2654.The geoid height was determined by GEOID03.
 MB2654
 MB2654;                    North         East     Units Scale Factor Converg.
 MB2654;SPC OH N     -   160,450.500   701,798.740   MT  0.99993935   +0 47 46.4
 MB2654;UTM  17      - 4,550,475.135   475,815.947   MT  0.99960720   -0 11 21.7
 MB2654
 MB2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2654!SPC OH N     -   0.99995133  x   0.99993935  =   0.99989068
 MB2654!UTM  17      -   0.99995133  x   0.99960720  =   0.99955854
 MB2654
 MB2654                          SUPERSEDED SURVEY CONTROL
 MB2654
 MB2654  NAD 83(1986)-  41 06 18.72013(N)    081 17 16.86101(W) AD(       ) 2
 MB2654  NAD 27      -  41 06 18.51349(N)    081 17 17.48195(W) AD(       ) 2
 MB2654  NGVD 29 (07/19/86)  344.     (m)         1129.     (f) VERT ANG       
 MB2654
 MB2654.Superseded values are not recommended for survey control.
 MB2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2654.See file dsdata.txt to determine how the superseded data were derived.
 MB2654
 MB2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7581650475(NAD 83)
 MB2654_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2654+STABILITY: SURFACE MOTION
 MB2654
 MB2654  HISTORY     - Date     Condition        Report By
 MB2654  HISTORY     - 1977     MONUMENTED       OH-133
 MB2654
 MB2654                          STATION DESCRIPTION
 MB2654
 MB2654'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2654'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF RANDOLPH, 3
 MB2654'MILES EAST OF BRIMFIELD, 2-1/2 MILES WEST OF ROOTSTOWN, AND
 MB2654'ON RIGHT-OF-WAY OF LAKEWOOD ROAD, COUNTY HIGHWAY 151.
 MB2654'
 MB2654'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 43
 MB2654'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, AT BRIMFIELD, GO EAST ON
 MB2654'COUNTY HIGHWAY 18 FOR 3.0 MILES TO THE INTERSECTION OF LAKEWOOD
 MB2654'ROAD, COUNTY HIGHWAY 151.  TURN RIGHT AND GO NORTH FOR 0.35 MILE
 MB2654'TO THE FIRST CREST OF A HILL AND THE STATION ON THE RIGHT.
 MB2654'
 MB2654'STATION MARK, STAMPED---82-040-1 1977---, IS A PORTAGE COUNTY
 MB2654'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2654'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 55.7 FEET
 MB2654'NORTHEAST OF A CLUMP OF 5-INCH MAPLE TREES, 32.0 FEET NORTHWEST
 MB2654'OF THE FIRST FRUIT TREE IN ROW SOUTH OF DRIVEWAY, 25.4 FEET
 MB2654'WEST OF A SMALL PINE TREE, 18.4 FEET EAST OF THE CENTERLINE OF
 MB2654'LAKEWOOD ROAD, AND 5.4 FEET SOUTH OF AN OAK
 MB2654'TREE SAPLING.
 MB2654'
 MB2654'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2654'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2654'STATION 82 045 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2654'
 MB2654'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2652 ***********************************************************************
 MB2652  DESIGNATION -  82 041 1 P CO
 MB2652  PID         -  MB2652
 MB2652  STATE/COUNTY-  OH/PORTAGE
 MB2652  USGS QUAD   -  SUFFIELD (1994)
 MB2652
 MB2652                         *CURRENT SURVEY CONTROL
 MB2652  ___________________________________________________________________
 MB2652* NAD 83(1995)-  41 07 20.05174(N)    081 17 08.01667(W)     ADJUSTED  
 MB2652* NAVD 88     -       350.     (meters)    1148.     (feet)  VERTCON   
 MB2652  ___________________________________________________________________
 MB2652  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 MB2652  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB2652
 MB2652  HORZ ORDER  -  SECOND
 MB2652
 MB2652.The horizontal coordinates were established by classical geodetic methods
 MB2652.and adjusted by the National Geodetic Survey in April 1998..
 MB2652
 MB2652.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2652
 MB2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2652
 MB2652.The geoid height was determined by GEOID03.
 MB2652
 MB2652;                    North         East     Units Scale Factor Converg.
 MB2652;SPC OH N     -   162,345.283   701,978.659   MT  0.99993959   +0 47 52.2
 MB2652;UTM  17      - 4,552,365.915   476,028.361   MT  0.99960707   -0 11 16.1
 MB2652
 MB2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2652!SPC OH N     -   0.99995039  x   0.99993959  =   0.99988998
 MB2652!UTM  17      -   0.99995039  x   0.99960707  =   0.99955748
 MB2652
 MB2652                          SUPERSEDED SURVEY CONTROL
 MB2652
 MB2652  NAD 83(1986)-  41 07 20.05850(N)    081 17 08.02005(W) AD(       ) 2
 MB2652  NAD 27      -  41 07 19.85196(N)    081 17 08.64248(W) AD(       ) 2
 MB2652  NGVD 29 (07/19/86)  350.     (m)         1148.     (f) VERT ANG       
 MB2652
 MB2652.Superseded values are not recommended for survey control.
 MB2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2652.See file dsdata.txt to determine how the superseded data were derived.
 MB2652
 MB2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7602852366(NAD 83)
 MB2652_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2652+STABILITY: SURFACE MOTION
 MB2652
 MB2652  HISTORY     - Date     Condition        Report By
 MB2652  HISTORY     - 1977     MONUMENTED       OH-133
 MB2652
 MB2652                          STATION DESCRIPTION
 MB2652
 MB2652'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2652'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF BRIMFIELD, 3-1/4
 MB2652'MILES SOUTHWEST OF RAVENNA, 2-3/4 MILES NORTHWEST OF ROOTSTOWN,
 MB2652'AND ON THE RIGHT-OF-WAY OF ROOTSTOWN ROAD, TOWNSHIP HIGHWAY
 MB2652'106.
 MB2652'
 MB2652'TO REACH THE STATION FROM ROOTSTOWN AT THE INTERSECTION OF COUNTY
 MB2652'HIGHWAY 18, TALLMADGE ROAD,
 MB2652'AND STATE ROUTE 44, GO NORTH ON STATE ROUTE 44 FOR
 MB2652'1.7 MILES TO THE INTERSECTION OF SANDY LAKE ROAD, COUNTY
 MB2652'HIGHWAY 89.  TURN LEFT AND GO WEST ON SANDY LAKE ROAD
 MB2652'FOR 2.5 MILES TO THE INTERSECTION OF LAKEWOOD ROAD,
 MB2652'COUNTY HIGHWAY 151, AND ROOTSTOWN ROAD.
 MB2652'TURN SHARPLY TO THE LEFT AND UP A STEEP HILL ON ROOTSTOWN ROAD
 MB2652'FOR 0.25 MILE TO THE STATION ON THE LEFT.
 MB2652'
 MB2652'STATION MARK, STAMPED---82-041-1 1977---, IS A PORTAGE COUNTY
 MB2652'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2652'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 67.4 FEET
 MB2652'NORTH OF A 20-INCH HICKORY TREE, 35.5 FEET SOUTHWEST OF A
 MB2652'20-INCH OAK TREE, 21.0 FEET NORTHEAST OF THE CENTERLINE OF
 MB2652'ROOTSTOWN ROAD, AND 12.5 FEET SOUTHWEST
 MB2652'OF A 16-INCH OAK TREE.
 MB2652'
 MB2652'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2652'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2652'STATION 82 042 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2652'
 MB2652'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2647 ***********************************************************************
 MB2647  DESIGNATION -  82 041 2 P CO
 MB2647  PID         -  MB2647
 MB2647  STATE/COUNTY-  OH/PORTAGE
 MB2647  USGS QUAD   -  SUFFIELD (1994)
 MB2647
 MB2647                         *CURRENT SURVEY CONTROL
 MB2647  ___________________________________________________________________
 MB2647* NAD 83(1995)-  41 07 25.12948(N)    081 16 27.61707(W)     ADJUSTED  
 MB2647* NAVD 88     -       329.     (meters)    1079.     (feet)  VERTCON   
 MB2647  ___________________________________________________________________
 MB2647  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MB2647  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB2647
 MB2647  HORZ ORDER  -  SECOND
 MB2647
 MB2647.The horizontal coordinates were established by classical geodetic methods
 MB2647.and adjusted by the National Geodetic Survey in April 1998..
 MB2647
 MB2647.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2647
 MB2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2647
 MB2647.The geoid height was determined by GEOID03.
 MB2647
 MB2647;                    North         East     Units Scale Factor Converg.
 MB2647;SPC OH N     -   162,515.084   702,918.737   MT  0.99993962   +0 48 18.7
 MB2647;UTM  17      - 4,552,519.468   476,970.907   MT  0.99960653   -0 10 49.5
 MB2647
 MB2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2647!SPC OH N     -   0.99995368  x   0.99993962  =   0.99989331
 MB2647!UTM  17      -   0.99995368  x   0.99960653  =   0.99956023
 MB2647
 MB2647                          SUPERSEDED SURVEY CONTROL
 MB2647
 MB2647  NAD 83(1986)-  41 07 25.13620(N)    081 16 27.62050(W) AD(       ) 2
 MB2647  NAD 27      -  41 07 24.92990(N)    081 16 28.24423(W) AD(       ) 2
 MB2647  NGVD 29 (07/19/86)  329.     (m)         1079.     (f) VERT ANG       
 MB2647
 MB2647.Superseded values are not recommended for survey control.
 MB2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2647.See file dsdata.txt to determine how the superseded data were derived.
 MB2647
 MB2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7697152519(NAD 83)
 MB2647_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2647+STABILITY: SURFACE MOTION
 MB2647
 MB2647  HISTORY     - Date     Condition        Report By
 MB2647  HISTORY     - 1977     MONUMENTED       OH-133
 MB2647
 MB2647                          STATION DESCRIPTION
 MB2647
 MB2647'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2647'THE STATION IS ABOUT 4 MILES NORTHEAST OF BRIMFIELD, 3-1/4
 MB2647'MILES SOUTHWEST OF RAVENNA, 2-1/2 MILES NORTHWEST OF ROOTSTOWN,
 MB2647'AND ON THE RIGHT-OF-WAY OF SANDY LAKE ROAD, COUNTY HIGHWAY 89.
 MB2647'
 MB2647'TO REACH THE STATION FROM ROOTSTOWN AT THE INTERSECTION OF COUNTY
 MB2647'HIGHWAY 18, TALLMADGE ROAD,
 MB2647'AND STATE ROUTE 44, GO NORTH ON STATE ROUTE 44 FOR
 MB2647'1.7 MILES TO THE INTERSECTION OF SANDY LAKE ROAD.  TURN LEFT
 MB2647'AND GO WEST ON SANDY LAKE ROAD FOR 1.8 MILES TO THE INTERSECTION
 MB2647'OF HERRIFF ROAD, TOWNSHIP HIGHWAY 105 AND THE STATION ON THE
 MB2647'LEFT.
 MB2647'
 MB2647'STATION MARK, STAMPED---82-041-2 1977---, IS A PORTAGE COUNTY
 MB2647'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2647'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 76.5 FEET
 MB2647'SOUTHEAST OF AN 8-INCH OAK TREE, 59.6 FEET SOUTHWEST OF POWER
 MB2647'AND TELEPHONE POLE NUMBER 25/33, 38.5 FEET NORTHWEST OF A
 MB2647'24-INCH MAPLE TREE, 13.7 FEET SOUTH OF THE CENTERLINE OF SANDY
 MB2647'LAKE ROAD, AND 8.0 FEET NORTHEAST OF A
 MB2647'30-INCH OAK TREE.
 MB2647'
 MB2647'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2647'LIGHT ABOVE STATION MARK WAS 1.3 METERS.
 MB2647'STATION 82 042 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2647'
 MB2647'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2688 ***********************************************************************
 MB2688  DESIGNATION -  82 042 1 P CO
 MB2688  PID         -  MB2688
 MB2688  STATE/COUNTY-  OH/PORTAGE
 MB2688  USGS QUAD   -  SUFFIELD (1994)
 MB2688
 MB2688                         *CURRENT SURVEY CONTROL
 MB2688  ___________________________________________________________________
 MB2688* NAD 83(1995)-  41 07 25.85919(N)    081 17 02.91796(W)     ADJUSTED  
 MB2688* NAVD 88     -       349.7    (meters)    1147.     (feet)  VERTCON   
 MB2688  ___________________________________________________________________
 MB2688  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MB2688  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB2688
 MB2688  HORZ ORDER  -  SECOND
 MB2688
 MB2688.The horizontal coordinates were established by classical geodetic methods
 MB2688.and adjusted by the National Geodetic Survey in April 1998..
 MB2688
 MB2688.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2688
 MB2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2688
 MB2688.The geoid height was determined by GEOID03.
 MB2688
 MB2688;                    North         East     Units Scale Factor Converg.
 MB2688;SPC OH N     -   162,526.066   702,095.084   MT  0.99993962   +0 47 55.5
 MB2688;UTM  17      - 4,552,544.609   476,147.839   MT  0.99960700   -0 11 12.8
 MB2688
 MB2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2688!SPC OH N     -   0.99995040  x   0.99993962  =   0.99989003
 MB2688!UTM  17      -   0.99995040  x   0.99960700  =   0.99955742
 MB2688
 MB2688:                Primary Azimuth Mark                     Grid Az
 MB2688:SPC OH N     -  82 041 2 P CO                            090 45 50.1
 MB2688:UTM  17      -  82 041 2 P CO                            091 44 58.4
 MB2688
 MB2688|---------------------------------------------------------------------|
 MB2688| PID    Reference Object                     Distance      Geod. Az  |
 MB2688|                                                           dddmmss.s |
 MB2688| MB2647 82 041 2 P CO                       APPROX. 0.8 KM 0913345.6 |
 MB2688| MB2686 82 042 1 P CO PTA                    11.884 METERS 13025     |
 MB2688| MB2652 82 041 1 P CO                       215.041 METERS 21335     |
 MB2688|---------------------------------------------------------------------|
 MB2688
 MB2688                          SUPERSEDED SURVEY CONTROL
 MB2688
 MB2688  NAD 83(1986)-  41 07 25.86597(N)    081 17 02.92138(W) AD(       ) 2
 MB2688  NAD 27      -  41 07 25.65949(N)    081 17 03.54398(W) AD(       ) 2
 MB2688  NGVD 29 (07/19/86)  349.9    (m)         1148.     (f) VERT ANG       
 MB2688
 MB2688.Superseded values are not recommended for survey control.
 MB2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2688.See file dsdata.txt to determine how the superseded data were derived.
 MB2688
 MB2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7614852545(NAD 83)
 MB2688_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2688+STABILITY: SURFACE MOTION
 MB2688
 MB2688  HISTORY     - Date     Condition        Report By
 MB2688  HISTORY     - 1977     MONUMENTED       OH-133
 MB2688
 MB2688                          STATION DESCRIPTION
 MB2688
 MB2688'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2688'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF BRIMFIELD, 3-1/4
 MB2688'MILES SOUTHWEST OF RAVENNA, 2-3/4 MILES NORTHWEST OF ROOTSTOWN,
 MB2688'AND ON THE RIGHT-OF-WAY OF SANDY LAKE ROAD, COUNTY HIGHWAY 89.
 MB2688'
 MB2688'TO REACH THE STATION FROM ROOTSTOWN AT THE INTERSECTION OF
 MB2688'COUNTY HIGHWAY 18, TALLMADGE ROAD,
 MB2688'AND STATE ROUTE 44, GO NORTH ON STATE ROUTE 44 FOR
 MB2688'1.7 MILES TO THE INTERSECTION OF SANDY LAKE ROAD.
 MB2688'TURN LEFT AND GO WEST ON SANDY LAKE ROAD
 MB2688'FOR 1.8 MILES TO AZIMUTH MARK 82 041 2 P CO ON THE
 MB2688'LEFT.  CONTINUE WEST ON SANDY LAKE ROAD FOR 0.5
 MB2688'MILE TO THE STATION ON THE RIGHT.  CONTINUE WEST
 MB2688'ON SANDY LAKE ROAD FOR 0.2 MILE TO THE
 MB2688'INTERSECTION OF LAKEWOOD ROAD, COUNTY HIGHWAY 151, AND
 MB2688'ROOTSTOWN ROAD, TOWNSHIP HIGHWAY 106.  TURN SHARPLY TO THE
 MB2688'LEFT AND UP A STEEP HILL ON ROOTSTOWN ROAD
 MB2688'FOR 0.25 MILE TO AZIMUTH MARK 82 041 1 ON THE LEFT.
 MB2688'
 MB2688'STATION MARKS, STAMPED---82-042-1 1977---, ARE PORTAGE COUNTY
 MB2688'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2688'CYLINDRICAL CONCRETE POST THAT IS 4 INCHES BELOW THE
 MB2688'GROUND SURFACE.  IT IS IN THE ROAD RIGHT-OF-WAY IN THE EAST
 MB2688'SIDE OF A GRAVEL DRIVE TO A HOUSE, ADDRESS NUMBER 3023,
 MB2688'97.8 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE,
 MB2688'80.9 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 MB2688'SAME HOUSE, 42.5 FEET NORTH-NORTHWEST OF TELEPHONE POLE
 MB2688'NUMBER PT 1917, AND 11.8 FEET NORTH OF THE CENTERLINE OF
 MB2688'SANDY LAKE ROAD.  THE UNDERGROUND DISK IS SET IN
 MB2688'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 MB2688'THE GROUND SURFACE.
 MB2688'
 MB2688'AZIMUTH MARK 82 041 2 P CO, STAMPED---82-041-2 1977---, IS A
 MB2688'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2688'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2688'SURFACE.  IT IS 76.5 FEET SOUTHEAST OF AN 8-INCH OAK TREE, 59.6
 MB2688'FEET SOUTHWEST OF POWER AND TELEPHONE POLE NUMBER 25/33, 38.5
 MB2688'FEET NORTHWEST OF A 24-INCH MAPLE TREE, 13.7 FEET SOUTH OF THE
 MB2688'CENTERLINE OF SANDY LAKE ROAD, AND 8.0 FEET
 MB2688'NORTHEAST OF A 30-INCH OAK TREE.
 MB2688'
 MB2688'AZIMUTH MARK 82 041 1 P CO, STAMPED---82-041-1 1977---, IS A
 MB2688'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2688'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2688'SURFACE.  IT IS 67.4 FEET NORTH OF A 20-INCH HICKORY TREE, 35.5
 MB2688'FEET SOUTHWEST OF A 20-INCH OAK TREE, 21.0 FEET NORTHEAST OF
 MB2688'THE CENTERLINE OF ROOTSTOWN ROAD, AND
 MB2688'12.5 FEET SOUTHWEST OF A 16-INCH OAK TREE.
 MB2688'
 MB2688'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2688'LIGHT ABOVE STATION MARK WAS 2.3 METERS.
 MB2688'
 MB2688'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2593 ***********************************************************************
 MB2593  DESIGNATION -  82 043 1 P CO
 MB2593  PID         -  MB2593
 MB2593  STATE/COUNTY-  OH/PORTAGE
 MB2593  USGS QUAD   -  KENT (1994)
 MB2593
 MB2593                         *CURRENT SURVEY CONTROL
 MB2593  ___________________________________________________________________
 MB2593* NAD 83(1995)-  41 08 05.92665(N)    081 18 01.94132(W)     ADJUSTED  
 MB2593* NAVD 88     -       341.     (meters)    1119.     (feet)  VERTCON   
 MB2593  ___________________________________________________________________
 MB2593  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 MB2593  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB2593
 MB2593  HORZ ORDER  -  SECOND
 MB2593
 MB2593.The horizontal coordinates were established by classical geodetic methods
 MB2593.and adjusted by the National Geodetic Survey in April 1998..
 MB2593
 MB2593.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2593
 MB2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2593
 MB2593.The geoid height was determined by GEOID03.
 MB2593
 MB2593;                    North         East     Units Scale Factor Converg.
 MB2593;SPC OH N     -   163,742.853   700,701.459   MT  0.99993983   +0 47 16.7
 MB2593;UTM  17      - 4,553,784.776   474,775.807   MT  0.99960783   -0 11 51.7
 MB2593
 MB2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2593!SPC OH N     -   0.99995180  x   0.99993983  =   0.99989163
 MB2593!UTM  17      -   0.99995180  x   0.99960783  =   0.99955965
 MB2593
 MB2593                          SUPERSEDED SURVEY CONTROL
 MB2593
 MB2593  NAD 83(1986)-  41 08 05.93354(N)    081 18 01.94443(W) AD(       ) 2
 MB2593  NAD 27      -  41 08 05.72721(N)    081 18 02.56566(W) AD(       ) 2
 MB2593  NGVD 29 (07/19/86)  341.     (m)         1119.     (f) VERT ANG       
 MB2593
 MB2593.Superseded values are not recommended for survey control.
 MB2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2593.See file dsdata.txt to determine how the superseded data were derived.
 MB2593
 MB2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7477653785(NAD 83)
 MB2593_MARKER: Z = SEE DESCRIPTION
 MB2593_SETTING: 0 = UNSPECIFIED SETTING
 MB2593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2593
 MB2593  HISTORY     - Date     Condition        Report By
 MB2593  HISTORY     - 1977     MONUMENTED       OH-133
 MB2593
 MB2593                          STATION DESCRIPTION
 MB2593
 MB2593'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2593'THE STATION IS ABOUT 4 MILES NORTHWEST OF ROOTSTOWN, 3-3/4 MILE
 MB2593'NORTHEAST OF BRIMFIELD, 3-1/2 MILES SOUTHWEST OF RAVENNA, AND
 MB2593'ON THE RIGHT-OF-WAY OF ROOTSTOWN ROAD, TOWNSHIP HIGHWAY 106.
 MB2593'
 MB2593'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
 MB2593'AND 59 EAST OF KENT, GO SOUTH ON STATE ROUTE 261 FOR 1.25 MILES
 MB2593'TO THE INTERSECTION OF COUNTY HIGHWAY 148, SUMMIT ROAD.  TURN
 MB2593'LEFT AND GO EAST FOR 1.05 MILES TO THE INTERSECTION OF
 MB2593'ROOTSTOWN ROAD.  TURN RIGHT AND GO SOUTH ON
 MB2593'ROOTSTOWN ROAD FOR 0.2 MILE TO THE
 MB2593'STATION LOCATED IN THE ROAD CENTERLINE.
 MB2593'
 MB2593'STATION MARK, UNSTAMPED, IS AN OLD BRONZE PORTAGE COUNTY
 MB2593'ENGINEER SURVEY MARKER LOCATED IN A MONUMENT BOX WITH METAL
 MB2593'LID AND FLUSH WITH THE ROAD SURFACE.
 MB2593'IT IS 39.87 FEET EAST-NORTHEAST OF A SPIKE IN
 MB2593'TELEPHONE POLE NUMBER 3, 37.85 FEET NORTHWEST OF A BRIDGE SPIKE
 MB2593'IN A 10-INCH HICKORY TREE, AND 25.61 FEET SOUTHEAST OF A
 MB2593'SPIKE IN TELEPHONE POLE NUMBER 3362.
 MB2593'
 MB2593'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2593'
 MB2593'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2656 ***********************************************************************
 MB2656  DESIGNATION -  82 045 1 P CO
 MB2656  PID         -  MB2656
 MB2656  STATE/COUNTY-  OH/PORTAGE
 MB2656  USGS QUAD   -  SUFFIELD (1994)
 MB2656
 MB2656                         *CURRENT SURVEY CONTROL
 MB2656  ___________________________________________________________________
 MB2656* NAD 83(1995)-  41 06 00.76533(N)    081 17 18.61991(W)     ADJUSTED  
 MB2656* NAVD 88     -       344.0    (meters)    1129.     (feet)  VERTCON   
 MB2656  ___________________________________________________________________
 MB2656  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 MB2656  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB2656
 MB2656  HORZ ORDER  -  SECOND
 MB2656
 MB2656.The horizontal coordinates were established by classical geodetic methods
 MB2656.and adjusted by the National Geodetic Survey in April 1998..
 MB2656
 MB2656.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2656
 MB2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2656
 MB2656.The geoid height was determined by GEOID03.
 MB2656
 MB2656;                    North         East     Units Scale Factor Converg.
 MB2656;SPC OH N     -   159,896.329   701,765.322   MT  0.99993930   +0 47 45.2
 MB2656;UTM  17      - 4,549,921.805   475,773.016   MT  0.99960722   -0 11 22.8
 MB2656
 MB2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2656!SPC OH N     -   0.99995129  x   0.99993930  =   0.99989060
 MB2656!UTM  17      -   0.99995129  x   0.99960722  =   0.99955853
 MB2656
 MB2656:                Primary Azimuth Mark                     Grid Az
 MB2656:SPC OH N     -  82 040 1 P CO                            003 27 03.3
 MB2656:UTM  17      -  82 040 1 P CO                            004 26 11.3
 MB2656
 MB2656|---------------------------------------------------------------------|
 MB2656| PID    Reference Object                     Distance      Geod. Az  |
 MB2656|                                                           dddmmss.s |
 MB2656| MB2654 82 040 1 P CO                       APPROX. 0.6 KM 0041448.5 |
 MB2656| MB2651 82 039 1 P CO                       254.902 METERS 09358     |
 MB2656|---------------------------------------------------------------------|
 MB2656
 MB2656                          SUPERSEDED SURVEY CONTROL
 MB2656
 MB2656  NAD 83(1986)-  41 06 00.77176(N)    081 17 18.62308(W) AD(       ) 2
 MB2656  NAD 27      -  41 06 00.56491(N)    081 17 19.24378(W) AD(       ) 2
 MB2656  NGVD 29 (07/19/86)  344.2    (m)         1129.     (f) VERT ANG       
 MB2656
 MB2656.Superseded values are not recommended for survey control.
 MB2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2656.See file dsdata.txt to determine how the superseded data were derived.
 MB2656
 MB2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7577349922(NAD 83)
 MB2656_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2656+STABILITY: SURFACE MOTION
 MB2656
 MB2656  HISTORY     - Date     Condition        Report By
 MB2656  HISTORY     - 1977     MONUMENTED       OH-133
 MB2656
 MB2656                          STATION DESCRIPTION
 MB2656
 MB2656'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2656'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF RANDOLPH, 3 MILES
 MB2656'EAST OF BRIMFIELD, 2-1/2 MILES WEST OF ROOTSTOWN, AND
 MB2656'ON RIGHT-OF-WAY OF TALLMADGE ROAD, COUNTY HIGHWAY 18.
 MB2656'
 MB2656'TO REACH THE STATION FORM BRIMFIELD AT THE INTERSECTION OF
 MB2656'STATE ROUTE 43 AND TALLMADGE ROAD, COUNTY HIGHWAY 18, GO
 MB2656'EAST ON TALLMADGE ROAD FOR 3.0 MILES TO THE T-INTERSECTION
 MB2656'OF LAKEWOOD ROAD, COUNTY HIGHWAY 151, AND THE STATION ON
 MB2656'THE LEFT.  (CONTINUE EAST ON TALLMADGE ROAD FOR 0.15 MILE
 MB2656'TO AZIMUTH MARK 82 039 1 P CO ON THE RIGHT.) TURN LEFT ON
 MB2656'LAKEWOOD ROAD AND GO NORTH FOR 0.35 MILE TO THE CREST OF
 MB2656'A HILL AND AZIMUTH MARK 82 040 1 P CO ON THE RIGHT.
 MB2656'
 MB2656'STATION MARKS, STAMPED---82-045-1 1977---, ARE PORTAGE COUNTY
 MB2656'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2656'CYLINDRICAL CONCRETE POST THAT IS 6 INCHES BELOW THE GROUND
 MB2656'SURFACE.  IT IS 92.4 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 MB2656'ONE STORY HOUSE, ADDRESS NUMBER 2891, 87.9 FEET WEST OF THE
 MB2656'CENTERLINE OF LAKEWOOD ROAD, 63.7 FEET WEST
 MB2656'OF TELEPHONE AND POWER POLE NUMBER 92471, 53.1 FEET NORTH OF A
 MB2656'36-INCH DOUBLE TRUNKED PIN OAK TREE, AND 24.3 FEET NORTH OF
 MB2656'THE CENTERLINE OF TALLMADGE ROAD.  THE
 MB2656'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2656'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2656'
 MB2656'AZIMUTH MARK 82 040 1 P CO, STAMPED---82-040-1 1977---, IS A
 MB2656'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2656'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2656'SURFACE.  IT IS 55.7 FEET NORTHEAST OF A CLUMP OF 5-INCH MAPLE
 MB2656'TREES, 32.0 FEET NORTHWEST OF THE FIRST FRUIT TREE IN ROW
 MB2656'SOUTH OF DRIVEWAY, 25.4 FEET WEST OF A SMALL PINE TREE, 18.4
 MB2656'FEET EAST OF THE CENTERLINE OF LAKEWOOD ROAD,
 MB2656'AND 5.4 FEET SOUTH OF AN OAK TREE SAPLING.
 MB2656'
 MB2656'AZIMUTH MARK 82 039 1 P CO, STAMPED---82-039-1 1977---, IS A
 MB2656'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2656'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2656'SURFACE.  IT IS ABOUT 150 FEET OVER THE CREST OF THE HILL, 65.8
 MB2656'FEET SOUTHWEST OF TELEPHONE AND POWER POLE NUMBER 6/50, 46.2
 MB2656'FEET WEST OF A 16-INCH OAK TREE, 39.5 FEET NORTHEAST OF A
 MB2656'24-INCH MAPLE TREE, 17.0 FEET SOUTH OF THE CENTERLINE OF
 MB2656'TALLMADGE ROAD, AND 13.4 FEET NORTH OF A
 MB2656'20-INCH MAPLE TREE.
 MB2656'
 MB2656'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2656'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2656'
 MB2656'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2658 ***********************************************************************
 MB2658  DESIGNATION -  82 048 1 P CO
 MB2658  PID         -  MB2658
 MB2658  STATE/COUNTY-  OH/PORTAGE
 MB2658  USGS QUAD   -  SUFFIELD (1994)
 MB2658
 MB2658                         *CURRENT SURVEY CONTROL
 MB2658  ___________________________________________________________________
 MB2658* NAD 83(1995)-  41 03 52.43019(N)    081 18 01.50740(W)     ADJUSTED  
 MB2658* NAVD 88     -       340.0    (meters)    1115.     (feet)  VERTCON   
 MB2658  ___________________________________________________________________
 MB2658  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 MB2658  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB2658
 MB2658  HORZ ORDER  -  SECOND
 MB2658
 MB2658.The horizontal coordinates were established by classical geodetic methods
 MB2658.and adjusted by the National Geodetic Survey in April 1998..
 MB2658
 MB2658.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2658
 MB2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2658
 MB2658.The geoid height was determined by GEOID03.
 MB2658
 MB2658;                    North         East     Units Scale Factor Converg.
 MB2658;SPC OH N     -   155,924.133   700,819.127   MT  0.99993914   +0 47 17.0
 MB2658;UTM  17      - 4,545,967.782   474,758.980   MT  0.99960784   -0 11 50.5
 MB2658
 MB2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2658!SPC OH N     -   0.99995191  x   0.99993914  =   0.99989106
 MB2658!UTM  17      -   0.99995191  x   0.99960784  =   0.99955977
 MB2658
 MB2658:                Primary Azimuth Mark                     Grid Az
 MB2658:SPC OH N     -  81 099 1 P CO                            088 52 58.9
 MB2658:UTM  17      -  81 099 1 P CO                            089 52 06.4
 MB2658
 MB2658|---------------------------------------------------------------------|
 MB2658| PID    Reference Object                     Distance      Geod. Az  |
 MB2658|                                                           dddmmss.s |
 MB2658| MB2690 81 099 1 P CO                       APPROX. 1.0 KM 0894015.9 |
 MB2658| MB2659 81 100 1 P CO                       107.871 METERS 26648     |
 MB2658|---------------------------------------------------------------------|
 MB2658
 MB2658                          SUPERSEDED SURVEY CONTROL
 MB2658
 MB2658  NAD 83(1986)-  41 03 52.43657(N)    081 18 01.51074(W) AD(       ) 2
 MB2658  NAD 27      -  41 03 52.23064(N)    081 18 02.13072(W) AD(       ) 2
 MB2658  NGVD 29 (07/19/86)  340.2    (m)         1116.     (f) VERT ANG       
 MB2658
 MB2658.Superseded values are not recommended for survey control.
 MB2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2658.See file dsdata.txt to determine how the superseded data were derived.
 MB2658
 MB2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7475945968(NAD 83)
 MB2658_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2658+STABILITY: SURFACE MOTION
 MB2658
 MB2658  HISTORY     - Date     Condition        Report By
 MB2658  HISTORY     - 1977     MONUMENTED       OH-133
 MB2658
 MB2658                          STATION DESCRIPTION
 MB2658
 MB2658'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2658'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF BRIMFIELD, 3-3/4
 MB2658'MILES SOUTHWEST OF ROOTSTOWN, 3-1/2 MILES NORTHWEST OF RANDOLPH
 MB2658'AND ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY 79, SAXE ROAD.
 MB2658'
 MB2658'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44
 MB2658'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN ROOTSTOWN, GO SOUTH
 MB2658'ON STATE ROUTE 44 FOR 1.4 MILES TO THE Y-INTERSECTION OF COUNTY
 MB2658'HIGHWAY 69, HARTVILLE ROAD.  TURN RIGHT AND GO SOUTHWEST ON
 MB2658'HARTVILLE ROAD FOR 0.9 MILE TO THE T-INTERSECTION OF COUNTY
 MB2658'HIGHWAY 82, OLD FORGE ROAD.  TURN RIGHT AND GO WEST ON OLD
 MB2658'FORGE ROAD FOR 0.85 MILE TO THE T-INTERSECTION OF COUNTY
 MB2658'HIGHWAY 72, JOHNNY CAKE ROAD.  TURN LEFT AND GO SOUTH ON JOHNNY
 MB2658'CAKE ROAD FOR 0.15 MILE TO THE T-INTERSECTION OF COUNTY
 MB2658'HIGHWAY 79, SAXE ROAD.  TURN RIGHT AND GO WEST ON SAXE ROAD
 MB2658'FOR 1.7 MILES TO THE INTERSECTION OF COUNTY HIGHWAY 88,
 MB2658'RANFIELD ROAD, AND THE STATION ON THE RIGHT.
 MB2658'
 MB2658'STATION MARK, STAMPED---82-048-1 1977---, IS A PORTAGE COUNTY
 MB2658'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2658'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 43.8 FEET
 MB2658'NORTHWEST OF POWER POLE NUMBER 165-33, 34.1 FEET SOUTHEAST OF
 MB2658'AN 8-INCH CHERRY TREE, 26.5 FEET SOUTHWEST OF POWER POLE
 MB2658'NUMBER 40, AND 16.3 FEET NORTH OF THE CENTER OF THE
 MB2658'INTERSECTION OF SAXE AND RANFIELD ROADS.
 MB2658'
 MB2658'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2658'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2658'STATIONS 81 099 1 P CO AND 81 100 1 P CO CAN BE USED AS
 MB2658'AZIMUTH MARKS.
 MB2658'
 MB2658'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0138 ***********************************************************************
 JY0138  DESIGNATION -  822
 JY0138  PID         -  JY0138
 JY0138  STATE/COUNTY-  OH/ATHENS
 JY0138  USGS QUAD   -  THE PLAINS (1995)
 JY0138
 JY0138                         *CURRENT SURVEY CONTROL
 JY0138  ___________________________________________________________________
 JY0138* NAD 83(1986)-  39 19 25.     (N)    082 13 13.     (W)     SCALED    
 JY0138* NAVD 88     -       250.395  (meters)     821.50   (feet)  ADJUSTED  
 JY0138  ___________________________________________________________________
 JY0138  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JY0138  DYNAMIC HT  -         250.244 (meters)     821.01  (feet)  COMP
 JY0138  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 JY0138
 JY0138  VERT ORDER  -  FIRST     CLASS II
 JY0138
 JY0138.The horizontal coordinates were scaled from a topographic map and have
 JY0138.an estimated accuracy of +/- 6 seconds.
 JY0138
 JY0138.The orthometric height was determined by differential leveling
 JY0138.and adjusted by the National Geodetic Survey in June 1991..
 JY0138
 JY0138.The geoid height was determined by GEOID03.
 JY0138
 JY0138.The dynamic height is computed by dividing the NAVD 88
 JY0138.geopotential number by the normal gravity value computed on the
 JY0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0138.degrees latitude (g = 980.6199 gals.).
 JY0138
 JY0138.The modeled gravity was interpolated from observed gravity values.
 JY0138
 JY0138;                    North         East    Units  Estimated Accuracy
 JY0138;SPC OH S     -   146,980.      624,120.      MT  (+/- 180 meters Scaled)
 JY0138
 JY0138                          SUPERSEDED SURVEY CONTROL
 JY0138
 JY0138  NGVD 29 (??/??/92)  250.568  (m)          822.07   (f) ADJ UNCH    1 2
 JY0138
 JY0138.Superseded values are not recommended for survey control.
 JY0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0138.See file dsdata.txt to determine how the superseded data were derived.
 JY0138
 JY0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD948533(NAD 83)
 JY0138_MARKER: DD = SURVEY DISK
 JY0138_SETTING: 66 = SET IN ROCK OUTCROP
 JY0138_SP_SET: ROCK LEDGE
 JY0138_STAMPING: 822
 JY0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0138+STABILITY: POSITION/ELEVATION WELL
 JY0138
 JY0138  HISTORY     - Date     Condition        Report By
 JY0138  HISTORY     - UNK      MONUMENTED       USGS
 JY0138  HISTORY     - 1943     GOOD             NGS
 JY0138
 JY0138                          STATION DESCRIPTION
 JY0138
 JY0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0138'AT NEW MARSHFIELD.
 JY0138'AT NEW MARSHFIELD, ATHENS COUNTY, ON THE BALTIMORE AND OHIO RAILROAD
 JY0138'48 YARDS SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 56, 3 YARDS
 JY0138'NORTHWEST OF THE NORTHWEST RAIL, IN THE SOUTHEAST FACE OF A ROCK
 JY0138'LEDGE, AND ABOUT 2-1/2 FEET ABOVE THE LEVEL OF THE TRACK.  A UNITED
 JY0138'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 822 AND SET
 JY0138'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0070 ***********************************************************************
 LA0070  DESIGNATION -  823
 LA0070  PID         -  LA0070
 LA0070  STATE/COUNTY-  OH/ALLEN
 LA0070  USGS QUAD   -  ELIDA (1982)
 LA0070
 LA0070                         *CURRENT SURVEY CONTROL
 LA0070  ___________________________________________________________________
 LA0070* NAD 83(1986)-  40 45 23.     (N)    084 11 35.     (W)     SCALED    
 LA0070* NAVD 88     -       250.591  (meters)     822.15   (feet)  ADJUSTED  
 LA0070  ___________________________________________________________________
 LA0070  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 LA0070  DYNAMIC HT  -         250.469 (meters)     821.75  (feet)  COMP
 LA0070  MODELED GRAV-     980,133.6   (mgal)                       NAVD 88
 LA0070
 LA0070  VERT ORDER  -  FIRST     CLASS II
 LA0070
 LA0070.The horizontal coordinates were scaled from a topographic map and have
 LA0070.an estimated accuracy of +/- 6 seconds.
 LA0070
 LA0070.The orthometric height was determined by differential leveling
 LA0070.and adjusted by the National Geodetic Survey in June 1991..
 LA0070
 LA0070.The geoid height was determined by GEOID03.
 LA0070
 LA0070.The dynamic height is computed by dividing the NAVD 88
 LA0070.geopotential number by the normal gravity value computed on the
 LA0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0070.degrees latitude (g = 980.6199 gals.).
 LA0070
 LA0070.The modeled gravity was interpolated from observed gravity values.
 LA0070
 LA0070;                    North         East    Units  Estimated Accuracy
 LA0070;SPC OH N     -   122,400.      457,050.      MT  (+/- 180 meters Scaled)
 LA0070
 LA0070                          SUPERSEDED SURVEY CONTROL
 LA0070
 LA0070  NGVD 29 (??/??/92)  250.767  (m)          822.72   (f) ADJ UNCH    1 2
 LA0070
 LA0070.Superseded values are not recommended for survey control.
 LA0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0070.See file dsdata.txt to determine how the superseded data were derived.
 LA0070
 LA0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL369155(NAD 83)
 LA0070_MARKER: DD = SURVEY DISK
 LA0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0070_SP_SET: BUILDING
 LA0070_STAMPING: 823 1903
 LA0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0070
 LA0070  HISTORY     - Date     Condition        Report By
 LA0070  HISTORY     - 1903     MONUMENTED       USGS
 LA0070  HISTORY     - 1954     GOOD             NGS
 LA0070
 LA0070                          STATION DESCRIPTION
 LA0070
 LA0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0070'AT ALLENTOWN.
 LA0070'AT ALLENTOWN, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 81 FROM
 LA0070'THE BRIDGE OVER OTTAWA RIVER, THENCE ABOUT 1 BLOCK NORTH ALONG
 LA0070'VAN BUREN STREET, AT THE JUNCTION OF VAN BUREN STREET AND HIGH
 LA0070'STREET, AT HOUSE NO. 3410 HIGH STREET, SET VERTICALLY ABOUT
 LA0070'1.8 FEET ABOVE GROUND IN THE EAST FACE OF BRICK HOUSE NO. 3410
 LA0070'(HOUSE WAS FORMERLY A SCHOOL OR CHURCH), 32 FEET NORTH OF CENTER
 LA0070'LINE OF HIGH STREET, 30 FEET WEST OF CENTER LINE OF VAN BUREN
 LA0070'STREET, 2 FEET NORTH OF SOUTHEAST CORNER OF HOUSE AND ABOUT
 LA0070'2 FEET ABOVE LEVEL OF VAN BUREN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0530 ***********************************************************************
 MB0530  DESIGNATION -  824
 MB0530  PID         -  MB0530
 MB0530  STATE/COUNTY-  OH/MAHONING
 MB0530  USGS QUAD   -  CAMPBELL (1979)
 MB0530
 MB0530                         *CURRENT SURVEY CONTROL
 MB0530  ___________________________________________________________________
 MB0530* NAD 83(1986)-  41 02 10.     (N)    080 32 05.     (W)     SCALED    
 MB0530* NAVD 88     -       251.021  (meters)     823.56   (feet)  ADJUSTED  
 MB0530  ___________________________________________________________________
 MB0530  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 MB0530  DYNAMIC HT  -         250.905 (meters)     823.18  (feet)  COMP
 MB0530  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 MB0530
 MB0530  VERT ORDER  -  FIRST     CLASS II
 MB0530
 MB0530.The horizontal coordinates were scaled from a topographic map and have
 MB0530.an estimated accuracy of +/- 6 seconds.
 MB0530
 MB0530.The orthometric height was determined by differential leveling
 MB0530.and adjusted by the National Geodetic Survey in June 1991..
 MB0530
 MB0530.The geoid height was determined by GEOID03.
 MB0530
 MB0530.The dynamic height is computed by dividing the NAVD 88
 MB0530.geopotential number by the normal gravity value computed on the
 MB0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0530.degrees latitude (g = 980.6199 gals.).
 MB0530
 MB0530.The modeled gravity was interpolated from observed gravity values.
 MB0530
 MB0530;                    North         East    Units  Estimated Accuracy
 MB0530;SPC OH N     -   153,930.      765,240.      MT  (+/- 180 meters Scaled)
 MB0530
 MB0530                          SUPERSEDED SURVEY CONTROL
 MB0530
 MB0530  NGVD 29 (??/??/92)  251.192  (m)          824.12   (f) ADJ UNCH    1 2
 MB0530
 MB0530.Superseded values are not recommended for survey control.
 MB0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0530.See file dsdata.txt to determine how the superseded data were derived.
 MB0530
 MB0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF391428(NAD 83)
 MB0530_MARKER: DB = BENCH MARK DISK
 MB0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0530_SP_SET: BUILDING
 MB0530_STAMPING: 824 823.834
 MB0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0530+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 MB0530
 MB0530  HISTORY     - Date     Condition        Report By
 MB0530  HISTORY     - UNK      MONUMENTED       USGS
 MB0530  HISTORY     - 1950     GOOD             NGS
 MB0530  HISTORY     - 20060428 GOOD             GEOCAC
 MB0530
 MB0530                          STATION DESCRIPTION
 MB0530
 MB0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0530'AT LOWELLVILLE.
 MB0530'AT THE JUNCTION OF 2ND AND WATER STREET, IN THE EAST FACE OF A
 MB0530'TWO STORY BRICK BUILDING, IT IS 1 FOOT NORTH OF THE SOUTHEAST
 MB0530'CORNER AND 1 FOOT ABOVE THE LEVEL OF THE SIDEWALK.  A USGS DISK
 MB0530'SET VERTICALLY.
 MB0530
 MB0530                          STATION RECOVERY (2006)
 MB0530
 MB0530'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0705 ***********************************************************************
 KZ0705  DESIGNATION -  824
 KZ0705  PID         -  KZ0705
 KZ0705  STATE/COUNTY-  OH/COSHOCTON
 KZ0705  USGS QUAD   -  WARSAW (1987)
 KZ0705
 KZ0705                         *CURRENT SURVEY CONTROL
 KZ0705  ___________________________________________________________________
 KZ0705* NAD 83(1986)-  40 17 49.     (N)    082 00 31.     (W)     SCALED    
 KZ0705* NAVD 88     -       250.857  (meters)     823.02   (feet)  ADJUSTED  
 KZ0705  ___________________________________________________________________
 KZ0705  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KZ0705  DYNAMIC HT  -         250.730 (meters)     822.60  (feet)  COMP
 KZ0705  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 KZ0705
 KZ0705  VERT ORDER  -  SECOND    CLASS 0
 KZ0705
 KZ0705.The horizontal coordinates were scaled from a topographic map and have
 KZ0705.an estimated accuracy of +/- 6 seconds.
 KZ0705
 KZ0705.The orthometric height was determined by differential leveling
 KZ0705.and adjusted by the National Geodetic Survey in June 1991..
 KZ0705
 KZ0705.The geoid height was determined by GEOID03.
 KZ0705
 KZ0705.The dynamic height is computed by dividing the NAVD 88
 KZ0705.geopotential number by the normal gravity value computed on the
 KZ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0705.degrees latitude (g = 980.6199 gals.).
 KZ0705
 KZ0705.The modeled gravity was interpolated from observed gravity values.
 KZ0705
 KZ0705;                    North         East    Units  Estimated Accuracy
 KZ0705;SPC OH N     -    70,110.      641,780.      MT  (+/- 180 meters Scaled)
 KZ0705
 KZ0705                          SUPERSEDED SURVEY CONTROL
 KZ0705
 KZ0705  NGVD 29 (??/??/92)  251.066  (m)          823.71   (f) ADJ UNCH    2 0
 KZ0705
 KZ0705.Superseded values are not recommended for survey control.
 KZ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0705.See file dsdata.txt to determine how the superseded data were derived.
 KZ0705
 KZ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME142612(NAD 83)
 KZ0705_MARKER: DD = SURVEY DISK
 KZ0705_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0705_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0705_STAMPING: OHIO 824
 KZ0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0705
 KZ0705  HISTORY     - Date     Condition        Report By
 KZ0705  HISTORY     - UNK      MONUMENTED       USGS
 KZ0705  HISTORY     - 1934     GOOD             NGS
 KZ0705
 KZ0705                          STATION DESCRIPTION
 KZ0705
 KZ0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0705'2.2 MI S FROM WARSAW JUNCTION.
 KZ0705'2.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KZ0705'STATION AT WARSAW JUNCTION, COSHOCTON COUNTY, 400 FEET WEST
 KZ0705'OF THE CENTER OF A ROAD CROSSING, AT THE NORTHWEST CORNER OF AN
 KZ0705'APPLE ORCHARD, 22 FEET EAST OF THE EAST RAIL, 11 FEET SOUTH OF
 KZ0705'THE CENTERLINE OF A GRAVEL ROAD, 9 FEET WEST OF AN 18-INCH
 KZ0705'APPLE TREE, 2 FEET NORTHEAST OF A FENCE CORNER, AND LEVEL
 KZ0705'WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 KZ0705'STAMPED OHIO 824 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 KZ0705'PIPE PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1502 ***********************************************************************
 KY1502  DESIGNATION -  82.8
 KY1502  PID         -  KY1502
 KY1502  STATE/COUNTY-  OH/GUERNSEY
 KY1502  USGS QUAD   -  BLOOMFIELD (1994)
 KY1502
 KY1502                         *CURRENT SURVEY CONTROL
 KY1502  ___________________________________________________________________
 KY1502* NAD 83(1986)-  40 00 34.     (N)    081 37 33.     (W)     SCALED    
 KY1502* NAVD 88     -       244.994  (meters)     803.78   (feet)  ADJUSTED  
 KY1502  ___________________________________________________________________
 KY1502  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY1502  DYNAMIC HT  -         244.860 (meters)     803.34  (feet)  COMP
 KY1502  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 KY1502
 KY1502  VERT ORDER  -  SECOND    CLASS 0
 KY1502
 KY1502.The horizontal coordinates were scaled from a topographic map and have
 KY1502.an estimated accuracy of +/- 6 seconds.
 KY1502
 KY1502.The orthometric height was determined by differential leveling
 KY1502.and adjusted by the National Geodetic Survey in June 1991..
 KY1502
 KY1502.The geoid height was determined by GEOID03.
 KY1502
 KY1502.The dynamic height is computed by dividing the NAVD 88
 KY1502.geopotential number by the normal gravity value computed on the
 KY1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1502.degrees latitude (g = 980.6199 gals.).
 KY1502
 KY1502.The modeled gravity was interpolated from observed gravity values.
 KY1502
 KY1502;                    North         East    Units  Estimated Accuracy
 KY1502;SPC OH S     -   223,440.      674,640.      MT  (+/- 180 meters Scaled)
 KY1502
 KY1502                          SUPERSEDED SURVEY CONTROL
 KY1502
 KY1502  NGVD 29 (??/??/92)  245.21   (m)          804.5    (f) COMPUTED    2 0
 KY1502
 KY1502.Superseded values are not recommended for survey control.
 KY1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1502.See file dsdata.txt to determine how the superseded data were derived.
 KY1502
 KY1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME465289(NAD 83)
 KY1502_MARKER: DD = SURVEY DISK
 KY1502_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KY1502_SP_SET: CONCRETE HEADWALL
 KY1502_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1502
 KY1502  HISTORY     - Date     Condition        Report By
 KY1502  HISTORY     - 1984     MONUMENTED       BORR
 KY1502  HISTORY     - 1935     GOOD             NGS
 KY1502  HISTORY     - 19990714 SEE DESCRIPTION  NGS
 KY1502
 KY1502                          STATION DESCRIPTION
 KY1502
 KY1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY1502'2.1 MI SW FROM CAMBRIDGE.
 KY1502'ON THE COLUMBUS-BELLAIRE BRANCH OF THE BALTIMORE AND OHIO RAILROAD,
 KY1502'ON TOP OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 85 YARDS EAST
 KY1502'OF M.P.C-83 B-54, 6.1 FEET SOUTH OF THE SOUTH RAIL, 4.2 FEET
 KY1502'EAST OF THE WEST END OF HEADWALL, 1 1/2 POLES WEST OF TELEGRAPH
 KY1502'POLE 53/40, 1.6 FEET BELOW THE TOP OF RAIL.
 KY1502
 KY1502                          STATION RECOVERY (1999)
 KY1502
 KY1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (SLG)
 KY1502'THE BRASS DISK HAS BEEN REMOVED FROM THE CONCRETE HEADWALL.  THE
 KY1502'CENTER PIN OF THE BRASS DISK AND THE HEADWALL ARE STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0110 ***********************************************************************
 LA0110  DESIGNATION -  828
 LA0110  PID         -  LA0110
 LA0110  STATE/COUNTY-  OH/ALLEN
 LA0110  USGS QUAD   -  SPENCERVILLE (1984)
 LA0110
 LA0110                         *CURRENT SURVEY CONTROL
 LA0110  ___________________________________________________________________
 LA0110* NAD 83(1986)-  40 43 03.     (N)    084 16 50.     (W)     SCALED    
 LA0110* NAVD 88     -       252.135  (meters)     827.21   (feet)  ADJUSTED  
 LA0110  ___________________________________________________________________
 LA0110  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 LA0110  DYNAMIC HT  -         252.013 (meters)     826.81  (feet)  COMP
 LA0110  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 LA0110
 LA0110  VERT ORDER  -  SECOND    CLASS 0
 LA0110
 LA0110.The horizontal coordinates were scaled from a topographic map and have
 LA0110.an estimated accuracy of +/- 6 seconds.
 LA0110
 LA0110.The orthometric height was determined by differential leveling
 LA0110.and adjusted by the National Geodetic Survey in June 1991..
 LA0110
 LA0110.The geoid height was determined by GEOID03.
 LA0110
 LA0110.The dynamic height is computed by dividing the NAVD 88
 LA0110.geopotential number by the normal gravity value computed on the
 LA0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0110.degrees latitude (g = 980.6199 gals.).
 LA0110
 LA0110.The modeled gravity was interpolated from observed gravity values.
 LA0110
 LA0110;                    North         East    Units  Estimated Accuracy
 LA0110;SPC OH N     -   118,230.      449,570.      MT  (+/- 180 meters Scaled)
 LA0110
 LA0110                          SUPERSEDED SURVEY CONTROL
 LA0110
 LA0110  NGVD 29 (??/??/92)  252.306  (m)          827.77   (f) ADJ UNCH    2 0
 LA0110
 LA0110.Superseded values are not recommended for survey control.
 LA0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0110.See file dsdata.txt to determine how the superseded data were derived.
 LA0110
 LA0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL296109(NAD 83)
 LA0110_MARKER: P = PIPE CAP
 LA0110_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0110_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LA0110_STAMPING: 828 OHIO
 LA0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0110
 LA0110  HISTORY     - Date     Condition        Report By
 LA0110  HISTORY     - UNK      MONUMENTED       USGS
 LA0110  HISTORY     - 1934     GOOD             NGS
 LA0110
 LA0110                          STATION DESCRIPTION
 LA0110
 LA0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0110'3.6 MI E FROM SPENCERVILLE.
 LA0110'3.6 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0110'SPENCERVILLE, IN THE SOUTHWEST ANGLE OF A DIRT-ROAD CROSSING,
 LA0110'27 FEET WEST OF THE CENTERLINE OF THE ROAD, 10 YARDS SOUTH OF THE
 LA0110'SOUTH RAIL, AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.
 LA0110'A U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED 828 OHIO AND RIVETED
 LA0110'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1000 ***********************************************************************
 JZ1000  DESIGNATION -  828 CIN
 JZ1000  PID         -  JZ1000
 JZ1000  STATE/COUNTY-  OH/HAMILTON
 JZ1000  USGS QUAD   -  GREENHILLS (1981)
 JZ1000
 JZ1000                         *CURRENT SURVEY CONTROL
 JZ1000  ___________________________________________________________________
 JZ1000* NAD 83(1986)-  39 15 28.     (N)    084 33 21.     (W)     SCALED    
 JZ1000* NAVD 88     -       252.246  (meters)     827.58   (feet)  ADJUSTED  
 JZ1000  ___________________________________________________________________
 JZ1000  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ1000  DYNAMIC HT  -         252.093 (meters)     827.08  (feet)  COMP
 JZ1000  MODELED GRAV-     980,013.2   (mgal)                       NAVD 88
 JZ1000
 JZ1000  VERT ORDER  -  SECOND    CLASS 0
 JZ1000
 JZ1000.The horizontal coordinates were scaled from a topographic map and have
 JZ1000.an estimated accuracy of +/- 6 seconds.
 JZ1000
 JZ1000.The orthometric height was determined by differential leveling
 JZ1000.and adjusted by the National Geodetic Survey in June 1991..
 JZ1000
 JZ1000.The geoid height was determined by GEOID03.
 JZ1000
 JZ1000.The dynamic height is computed by dividing the NAVD 88
 JZ1000.geopotential number by the normal gravity value computed on the
 JZ1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1000.degrees latitude (g = 980.6199 gals.).
 JZ1000
 JZ1000.The modeled gravity was interpolated from observed gravity values.
 JZ1000
 JZ1000;                    North         East    Units  Estimated Accuracy
 JZ1000;SPC OH S     -   141,650.      422,590.      MT  (+/- 180 meters Scaled)
 JZ1000
 JZ1000                          SUPERSEDED SURVEY CONTROL
 JZ1000
 JZ1000  NGVD 29 (??/??/92)  252.426  (m)          828.17   (f) ADJ UNCH    2 0
 JZ1000
 JZ1000.Superseded values are not recommended for survey control.
 JZ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1000.See file dsdata.txt to determine how the superseded data were derived.
 JZ1000
 JZ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ108482(NAD 83)
 JZ1000_MARKER: DD = SURVEY DISK
 JZ1000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1000_SP_SET: BUILDING
 JZ1000_STAMPING: 828 CIN
 JZ1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1000
 JZ1000  HISTORY     - Date     Condition        Report By
 JZ1000  HISTORY     - UNK      MONUMENTED       USGS
 JZ1000  HISTORY     - 1947     GOOD             NGS
 JZ1000  HISTORY     - 20041124 MARK NOT FOUND   GEOCAC
 JZ1000
 JZ1000                          STATION DESCRIPTION
 JZ1000
 JZ1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1000'2.1 MI N FROM MOUNT HEALTHY.
 JZ1000'2.1 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE SECOND NATIONAL
 JZ1000'BANK AT MOUNT HEALTHY, AT NEW BURLINGTON SCHOOL DISTRICT 12,
 JZ1000'SET VERTICALLY IN THE SOUTH FACE AT THE SOUTHWEST CORNER OF THE
 JZ1000'BUILDING, IN THE STONE ABOVE THE CELLAR WINDOW, 4.5 FEET EAST
 JZ1000'OF THE SOUTHWEST CORNER AND 3 FEET ABOVE THE GROUND.
 JZ1000
 JZ1000                          STATION RECOVERY (2004)
 JZ1000
 JZ1000'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ1000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0582 ***********************************************************************
 LA0582  DESIGNATION -  829
 LA0582  PID         -  LA0582
 LA0582  STATE/COUNTY-  OH/MERCER
 LA0582  USGS QUAD   -  ROCKFORD (1960)
 LA0582
 LA0582                         *CURRENT SURVEY CONTROL
 LA0582  ___________________________________________________________________
 LA0582* NAD 83(1986)-  40 39 18.     (N)    084 38 51.     (W)     SCALED    
 LA0582* NAVD 88     -       252.360  (meters)     827.95   (feet)  ADJUSTED  
 LA0582  ___________________________________________________________________
 LA0582  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LA0582  DYNAMIC HT  -         252.243 (meters)     827.57  (feet)  COMP
 LA0582  MODELED GRAV-     980,154.7   (mgal)                       NAVD 88
 LA0582
 LA0582  VERT ORDER  -  SECOND    CLASS 0
 LA0582
 LA0582.The horizontal coordinates were scaled from a topographic map and have
 LA0582.an estimated accuracy of +/- 6 seconds.
 LA0582
 LA0582.The orthometric height was determined by differential leveling
 LA0582.and adjusted by the National Geodetic Survey in June 1991..
 LA0582
 LA0582.The geoid height was determined by GEOID03.
 LA0582
 LA0582.The dynamic height is computed by dividing the NAVD 88
 LA0582.geopotential number by the normal gravity value computed on the
 LA0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0582.degrees latitude (g = 980.6199 gals.).
 LA0582
 LA0582.The modeled gravity was interpolated from observed gravity values.
 LA0582
 LA0582;                    North         East    Units  Estimated Accuracy
 LA0582;SPC OH N     -   111,990.      418,410.      MT  (+/- 180 meters Scaled)
 LA0582
 LA0582                          SUPERSEDED SURVEY CONTROL
 LA0582
 LA0582  NGVD 29 (??/??/92)  252.519  (m)          828.47   (f) ADJ UNCH    2 0
 LA0582
 LA0582.Superseded values are not recommended for survey control.
 LA0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0582.See file dsdata.txt to determine how the superseded data were derived.
 LA0582
 LA0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL988031(NAD 83)
 LA0582_MARKER: P = PIPE CAP
 LA0582_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0582_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LA0582_STAMPING: OHIO 829
 LA0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0582
 LA0582  HISTORY     - Date     Condition        Report By
 LA0582  HISTORY     - UNK      MONUMENTED       USGS
 LA0582  HISTORY     - 1947     GOOD             NGS
 LA0582
 LA0582                          STATION DESCRIPTION
 LA0582
 LA0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0582'8 MI NE FROM CHATTANOOGA.
 LA0582'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 49 FROM THE METHODIST
 LA0582'CHURCH AT CHATTANOOGA, THENCE ABOUT 7.05 MILES EAST ALONG STATE
 LA0582'HIGHWAY 707, AT THE INTERSECTION OF STATE HIGHWAY 118, ABOUT 0.45
 LA0582'MILE WEST OF THE OTTERBIEN CHURCH AND CEMETERY, 24 FEET SOUTH
 LA0582'OF THE CENTER LINE OF THE HIGHWAY, 23 FEET EAST OF THE CENTER
 LA0582'LINE OF HIGHWAY 118, 9.7 FEET WEST OF A FENCE CORNER, 2.5 FEET
 LA0582'SOUTHEAST OF THE WEST END POST OF A FENCE, 2 FEET NORTH OF A
 LA0582'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE INTERSECTION
 LA0582'AND SET ON THE TOP OF A PIPE PROJECTING 15 INCHES.  NOTE-- MARK
 LA0582'MAY BE REACHED FROM TAMA, BY GOING ABOUT 1.7 MILES NORTHWEST
 LA0582'ALONG THE CINCINNATI NORTHERN RAILROAD, THENCE ABOUT 0.8 MILE
 LA0582'WEST ALONG STATE HIGHWAY 707.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2569 ***********************************************************************
 MB2569  DESIGNATION -  83 104 1 P CO
 MB2569  PID         -  MB2569
 MB2569  STATE/COUNTY-  OH/PORTAGE
 MB2569  USGS QUAD   -  KENT (1994)
 MB2569
 MB2569                         *CURRENT SURVEY CONTROL
 MB2569  ___________________________________________________________________
 MB2569* NAD 83(1995)-  41 08 48.47709(N)    081 15 42.42300(W)     ADJUSTED  
 MB2569* NAVD 88     -       330.7    (meters)    1085.     (feet)  VERTCON   
 MB2569  ___________________________________________________________________
 MB2569  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 MB2569  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB2569
 MB2569  HORZ ORDER  -  SECOND
 MB2569
 MB2569.The horizontal coordinates were established by classical geodetic methods
 MB2569.and adjusted by the National Geodetic Survey in April 1998..
 MB2569
 MB2569.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2569
 MB2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2569
 MB2569.The geoid height was determined by GEOID03.
 MB2569
 MB2569;                    North         East     Units Scale Factor Converg.
 MB2569;SPC OH N     -   165,100.754   703,936.316   MT  0.99994009   +0 48 48.4
 MB2569;UTM  17      - 4,555,086.394   478,032.461   MT  0.99960594   -0 10 20.1
 MB2569
 MB2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2569!SPC OH N     -   0.99995339  x   0.99994009  =   0.99989348
 MB2569!UTM  17      -   0.99995339  x   0.99960594  =   0.99955935
 MB2569
 MB2569:                Primary Azimuth Mark                     Grid Az
 MB2569:SPC OH N     -  83 104 2 P CO                            089 21 23.2
 MB2569:UTM  17      -  83 104 2 P CO                            090 20 31.7
 MB2569
 MB2569|---------------------------------------------------------------------|
 MB2569| PID    Reference Object                     Distance      Geod. Az  |
 MB2569|                                                           dddmmss.s |
 MB2569| MB2562 83 104 2 P CO                       422.137 METERS 0901011.6 |
 MB2569|---------------------------------------------------------------------|
 MB2569
 MB2569                          SUPERSEDED SURVEY CONTROL
 MB2569
 MB2569  NAD 83(1986)-  41 08 48.48417(N)    081 15 42.42542(W) AD(       ) 2
 MB2569  NAD 27      -  41 08 48.27876(N)    081 15 43.05232(W) AD(       ) 2
 MB2569  NGVD 29 (07/19/86)  330.9    (m)         1086.     (f) VERT ANG       
 MB2569
 MB2569.Superseded values are not recommended for survey control.
 MB2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2569.See file dsdata.txt to determine how the superseded data were derived.
 MB2569
 MB2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7803255086(NAD 83)
 MB2569_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2569+STABILITY: SURFACE MOTION
 MB2569
 MB2569  HISTORY     - Date     Condition        Report By
 MB2569  HISTORY     - 1977     MONUMENTED       OH-133
 MB2569
 MB2569                          STATION DESCRIPTION
 MB2569
 MB2569'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2569'THE STATION IS ABOUT 5-1/4 MILES EAST OF KENT,
 MB2569'3-1/2 MILES NORTHWEST OF ROOTSTOWN, 1-1/4 MILES SOUTHWEST OF
 MB2569'RAVENNA, AND ON CITY OF RAVENNA RECREATIONAL PARK
 MB2569'PROPERTY.
 MB2569'
 MB2569'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2569'AND 44 IN RAVENNA,
 MB2569'GO WEST ON STATE ROUTE 59 FOR 0.55 MILE TO THE INTERSECTION OF
 MB2569'DIAMOND STREET.  TURN LEFT AND GO SOUTH ON DIAMOND STREET FOR
 MB2569'0.7 MILE TO THE INTERSECTION OF HOMMON ROAD.  CONTINUE
 MB2569'0.15 MILE TO THE CITY OF RAVENNA RECREATIONAL PARK
 MB2569'AND AZIMUTH MARK 83 104 2 P CO ON THE RIGHT JUST NORTH OF THE
 MB2569'DRIVE.  TURN RIGHT AND GO FOR 0.3 MILE TO THE STATION ON
 MB2569'THE LEFT.
 MB2569'
 MB2569'STATION MARK, STAMPED---83-104-1 1977---, IS A PORTAGE COUNTY
 MB2569'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2569'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 123.0 FEET
 MB2569'SOUTH OF THE CENTER OF THE DRIVEWAY, 69.3 FEET SOUTH OF A 4-INCH
 MB2569'MAPLE TREE, 20.0 FEET NORTHEAST OF THE NORTHWEST WOODEN POST
 MB2569'SUPPORT OF A SHELTER, AND 9.7 FEET NORTH OF THE SECOND WOODEN
 MB2569'POST SUPPORT OF THE MOST WESTERLY PICNIC PAVILLION.
 MB2569'
 MB2569'AZIMUTH MARK 83 104 2 P CO, STAMPED---83-104-2 1977---, IS A
 MB2569'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2569'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2569'SURFACE.  IT IS 57.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MB2569'A HOUSE, ADDRESS NUMBER 850, 29.2 FEET NORTHEAST OF POWER POLE
 MB2569'NUMBER RA 1581, 38.3 FEET NORTHWEST OF POWER POLE NUMBER 73042
 MB2569'OBT, AND 18.1 FEET WEST OF THE CENTERLINE OF DIAMOND STREET.
 MB2569'
 MB2569'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2569'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2569'
 MB2569'STATION 83 161 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2569'
 MB2569'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2562 ***********************************************************************
 MB2562  DESIGNATION -  83 104 2 P CO
 MB2562  PID         -  MB2562
 MB2562  STATE/COUNTY-  OH/PORTAGE
 MB2562  USGS QUAD   -  KENT (1994)
 MB2562
 MB2562                         *CURRENT SURVEY CONTROL
 MB2562  ___________________________________________________________________
 MB2562* NAD 83(1995)-  41 08 48.43612(N)    081 15 24.32034(W)     ADJUSTED  
 MB2562* NAVD 88     -       329.     (meters)    1079.     (feet)  VERTCON   
 MB2562  ___________________________________________________________________
 MB2562  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 MB2562  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB2562
 MB2562  HORZ ORDER  -  SECOND
 MB2562
 MB2562.The horizontal coordinates were established by classical geodetic methods
 MB2562.and adjusted by the National Geodetic Survey in April 1998..
 MB2562
 MB2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2562
 MB2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2562
 MB2562.The geoid height was determined by GEOID03.
 MB2562
 MB2562;                    North         East     Units Scale Factor Converg.
 MB2562;SPC OH N     -   165,105.495   704,358.402   MT  0.99994009   +0 49 00.3
 MB2562;UTM  17      - 4,555,083.874   478,454.424   MT  0.99960571   -0 10 08.2
 MB2562
 MB2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2562!SPC OH N     -   0.99995369  x   0.99994009  =   0.99989378
 MB2562!UTM  17      -   0.99995369  x   0.99960571  =   0.99955942
 MB2562
 MB2562                          SUPERSEDED SURVEY CONTROL
 MB2562
 MB2562  NAD 83(1986)-  41 08 48.44313(N)    081 15 24.32276(W) AD(       ) 2
 MB2562  NAD 27      -  41 08 48.23778(N)    081 15 24.95025(W) AD(       ) 2
 MB2562  NGVD 29 (07/19/86)  329.     (m)         1079.     (f) VERT ANG       
 MB2562
 MB2562.Superseded values are not recommended for survey control.
 MB2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2562.See file dsdata.txt to determine how the superseded data were derived.
 MB2562
 MB2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7845455084(NAD 83)
 MB2562_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2562+STABILITY: SURFACE MOTION
 MB2562
 MB2562  HISTORY     - Date     Condition        Report By
 MB2562  HISTORY     - 1977     MONUMENTED       OH-133
 MB2562
 MB2562                          STATION DESCRIPTION
 MB2562
 MB2562'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2562'THE STATION IS ABOUT 5-1/4 MILES EAST OF KENT,
 MB2562'3-1/2 MILES NORTHWEST OF ROOTSTOWN, 1-1/4 MILES SOUTHWEST
 MB2562'RAVENNA, AND ON CITY OF RAVENNA RECREATIONAL PARK
 MB2562'PROPERTY.
 MB2562'
 MB2562'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2562'AND 44 IN RAVENNA, GO WEST ON STATE ROUTE 59 FOR 0.55 MILE
 MB2562'TO THE INTERSECTION OF DIAMOND STREET.  TURN LEFT AND GO SOUTH
 MB2562'ON DIAMOND STREET FOR 0.7 MILE TO THE INTERSECTION OF HOMMON
 MB2562'ROAD.  CONTINUE 0.15 MILE TO THE CITY OF RAVENNA
 MB2562'RECREATIONAL PARK AND THE STATION ON THE RIGHT JUST
 MB2562'NORTH OF THE DRIVE.
 MB2562'
 MB2562'STATION MARK, STAMPED---83-104-2 1977---, IS A PORTAGE COUNTY
 MB2562'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2562'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 57.2 FEET
 MB2562'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, ADDRESS NUMBER 850,
 MB2562'29.2 FEET NORTHEAST OF POWER POLE NUMBER RA 1581, 38.3 FEET
 MB2562'NORTHWEST OF POWER POLE NUMBER 73042 OBT, AND 18.1 FEET WEST
 MB2562'OF THE CENTERLINE OF DIAMOND STREET.
 MB2562'
 MB2562'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2562'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2562'STATION 83 104 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2562'
 MB2562'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2564 ***********************************************************************
 MB2564  DESIGNATION -  83 105 1 P CO
 MB2564  PID         -  MB2564
 MB2564  STATE/COUNTY-  OH/PORTAGE
 MB2564  USGS QUAD   -  KENT (1994)
 MB2564
 MB2564                         *CURRENT SURVEY CONTROL
 MB2564  ___________________________________________________________________
 MB2564* NAD 83(1995)-  41 09 29.73882(N)    081 15 37.01015(W)     ADJUSTED  
 MB2564* NAVD 88     -       342.9    (meters)    1125.     (feet)  VERTCON   
 MB2564  ___________________________________________________________________
 MB2564  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MB2564  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MB2564
 MB2564  HORZ ORDER  -  SECOND
 MB2564
 MB2564.The horizontal coordinates were established by classical geodetic methods
 MB2564.and adjusted by the National Geodetic Survey in April 1998..
 MB2564
 MB2564.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2564
 MB2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2564
 MB2564.The geoid height was determined by GEOID03.
 MB2564
 MB2564;                    North         East     Units Scale Factor Converg.
 MB2564;SPC OH N     -   166,375.230   704,044.426   MT  0.99994039   +0 48 52.0
 MB2564;UTM  17      - 4,556,358.397   478,162.436   MT  0.99960587   -0 10 16.7
 MB2564
 MB2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2564!SPC OH N     -   0.99995148  x   0.99994039  =   0.99989187
 MB2564!UTM  17      -   0.99995148  x   0.99960587  =   0.99955737
 MB2564
 MB2564|---------------------------------------------------------------------|
 MB2564| PID    Reference Object                     Distance      Geod. Az  |
 MB2564|                                                           dddmmss.s |
 MB2564| MB2560 83 106 1 P CO                       397.482 METERS 09059     |
 MB2564| MB2578 83 144 1 P CO                       APPROX. 1.4 KM 2732328.2 |
 MB2564|---------------------------------------------------------------------|
 MB2564
 MB2564                          SUPERSEDED SURVEY CONTROL
 MB2564
 MB2564  NAD 83(1986)-  41 09 29.74590(N)    081 15 37.01244(W) AD(       ) 2
 MB2564  NAD 27      -  41 09 29.54095(N)    081 15 37.63969(W) AD(       ) 2
 MB2564  NGVD 29 (07/19/86)  343.1    (m)         1126.     (f) VERT ANG       
 MB2564
 MB2564.Superseded values are not recommended for survey control.
 MB2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2564.See file dsdata.txt to determine how the superseded data were derived.
 MB2564
 MB2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7816256358(NAD 83)
 MB2564_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2564+STABILITY: SURFACE MOTION
 MB2564
 MB2564  HISTORY     - Date     Condition        Report By
 MB2564  HISTORY     - 1977     MONUMENTED       OH-133
 MB2564
 MB2564                          STATION DESCRIPTION
 MB2564
 MB2564'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2564'THE STATION IS ABOUT 6 MILES SOUTH-SOUTHWEST OF SHALERSVILLE,
 MB2564'5-1/2 MILES EAST OF KENT, 1 MILE WEST OF RAVENNA,
 MB2564'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 59.
 MB2564'
 MB2564'TO REACH THE STATION FROM RAVENNA AT THE INTERSECTION OF STATE
 MB2564'ROUTES 44 AND 59, GO WEST ON
 MB2564'STATE ROUTE 59 FOR 0.9 MILE TO THE STATION ON THE LEFT, IN THE
 MB2564'SOUTHEAST CORNER OF THE INTERSECTION OF OAKGROVE STREET.
 MB2564'
 MB2564'STATION MARK, STAMPED---85-105-1 1977---, IS A PORTAGE COUNTY
 MB2564'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2564'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 95.9 FEET
 MB2564'WEST OF TELEPHONE AND POWER POLE NUMBER RA 1851, 67.7 FEET
 MB2564'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE GAS STATION
 MB2564'ISLAND, 52.4 FEET EAST OF TELEPHONE POLE NUMBER RA 1850, 29.4
 MB2564'FEET EAST OF THE CENTERLINE OF OAKGROVE STREET, 21.6 FEET SOUTH
 MB2564'OF THE CENTERLINE OF STATE ROUTE 59, AND 18.9 FEET NORTH OF A
 MB2564'LARGE CYLINDRICAL STEEL SIGN POST.
 MB2564'
 MB2564'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2564'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2564'STATIONS 83 106 1 P CO AND 83 144 1 P CO CAN BE USED AS
 MB2564'AZIMUTH MARKS.
 MB2564'
 MB2564'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2560 ***********************************************************************
 MB2560  DESIGNATION -  83 106 1 P CO
 MB2560  PID         -  MB2560
 MB2560  STATE/COUNTY-  OH/PORTAGE
 MB2560  USGS QUAD   -  KENT (1994)
 MB2560
 MB2560                         *CURRENT SURVEY CONTROL
 MB2560  ___________________________________________________________________
 MB2560* NAD 83(1995)-  41 09 29.51743(N)    081 15 19.96428(W)     ADJUSTED  
 MB2560* NAVD 88     -       337.1    (meters)    1106.     (feet)  VERTCON   
 MB2560  ___________________________________________________________________
 MB2560  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 MB2560  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MB2560
 MB2560  HORZ ORDER  -  SECOND
 MB2560
 MB2560.The horizontal coordinates were established by classical geodetic methods
 MB2560.and adjusted by the National Geodetic Survey in April 1998..
 MB2560
 MB2560.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2560
 MB2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2560
 MB2560.The geoid height was determined by GEOID03.
 MB2560
 MB2560;                    North         East     Units Scale Factor Converg.
 MB2560;SPC OH N     -   166,374.061   704,441.882   MT  0.99994038   +0 49 03.2
 MB2560;UTM  17      - 4,556,350.393   478,559.681   MT  0.99960566   -0 10 05.5
 MB2560
 MB2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2560!SPC OH N     -   0.99995239  x   0.99994038  =   0.99989277
 MB2560!UTM  17      -   0.99995239  x   0.99960566  =   0.99955807
 MB2560
 MB2560|---------------------------------------------------------------------|
 MB2560| PID    Reference Object                     Distance      Geod. Az  |
 MB2560|                                                           dddmmss.s |
 MB2560| MB2564 83 105 1 P CO                       397.482 METERS 27059     |
 MB2560|---------------------------------------------------------------------|
 MB2560
 MB2560                          SUPERSEDED SURVEY CONTROL
 MB2560
 MB2560  NAD 83(1986)-  41 09 29.52445(N)    081 15 19.96655(W) AD(       ) 2
 MB2560  NAD 27      -  41 09 29.31956(N)    081 15 20.59436(W) AD(       ) 2
 MB2560  NGVD 29 (07/19/86)  337.3    (m)         1107.     (f) VERT ANG       
 MB2560
 MB2560.Superseded values are not recommended for survey control.
 MB2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2560.See file dsdata.txt to determine how the superseded data were derived.
 MB2560
 MB2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7856056350(NAD 83)
 MB2560_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2560+STABILITY: SURFACE MOTION
 MB2560
 MB2560  HISTORY     - Date     Condition        Report By
 MB2560  HISTORY     - 1977     MONUMENTED       OH-133
 MB2560
 MB2560                          STATION DESCRIPTION
 MB2560
 MB2560'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2560'THE STATION IS ABOUT 6 MILES SOUTH-SOUTHWEST OF SHALERSVILLE,
 MB2560'5-3/4 MILES EAST OF KENT, 3/4 MILE WEST OF
 MB2560'RAVENNA, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 59.
 MB2560'
 MB2560'TO REACH THE STATION FROM THE INTERSECTION OF
 MB2560'STATE ROUTES 44 AND 59 IN RAVENNA, GO WEST ON
 MB2560'STATE ROUTE 59 FOR 0.65 MILE TO THE STATION ON THE RIGHT.
 MB2560'
 MB2560'STATION MARK, STAMPED---83-106-1 1977---, IS A PORTAGE
 MB2560'COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2560'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2560'48.3 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, ADDRESS
 MB2560'NUMBER 834, 40.2 FEET SOUTHWEST OF A 6-INCH PINE TREE, 35.5
 MB2560'FEET SOUTHEAST OF A 6-INCH PINE TREE, 23.0 FEET WEST-SOUTHWEST
 MB2560'OF A 15-INCH MAPLE TREE, 21.8 FEET NORTH OF THE CENTERLINE
 MB2560'OF STATE ROUTE 59, AND 8.3 FEET EAST-SOUTHEAST OF A 15-INCH
 MB2560'MAPLE TREE.
 MB2560'
 MB2560'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2560'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2560'STATIONS 83 161 1 P CO AND 83 105 1 P CO CAN BE USED AS
 MB2560'AZIMUTH MARKS.
 MB2560'
 MB2560'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2576 ***********************************************************************
 MB2576  DESIGNATION -  83 108 1 P CO
 MB2576  PID         -  MB2576
 MB2576  STATE/COUNTY-  OH/PORTAGE
 MB2576  USGS QUAD   -  KENT (1994)
 MB2576
 MB2576                         *CURRENT SURVEY CONTROL
 MB2576  ___________________________________________________________________
 MB2576* NAD 83(1995)-  41 09 38.35559(N)    081 16 20.48615(W)     ADJUSTED  
 MB2576* NAVD 88     -       336.7    (meters)    1105.     (feet)  VERTCON   
 MB2576  ___________________________________________________________________
 MB2576  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MB2576  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB2576
 MB2576  HORZ ORDER  -  SECOND
 MB2576
 MB2576.The horizontal coordinates were established by classical geodetic methods
 MB2576.and adjusted by the National Geodetic Survey in April 1998..
 MB2576
 MB2576.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2576
 MB2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2576
 MB2576.The geoid height was determined by GEOID03.
 MB2576
 MB2576;                    North         East     Units Scale Factor Converg.
 MB2576;SPC OH N     -   166,626.671   703,027.208   MT  0.99994045   +0 48 23.4
 MB2576;UTM  17      - 4,556,627.211   477,150.033   MT  0.99960643   -0 10 45.3
 MB2576
 MB2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2576!SPC OH N     -   0.99995245  x   0.99994045  =   0.99989290
 MB2576!UTM  17      -   0.99995245  x   0.99960643  =   0.99955890
 MB2576
 MB2576:                Primary Azimuth Mark                     Grid Az
 MB2576:SPC OH N     -  83 108 2 P CO                            084 20 01.8
 MB2576:UTM  17      -  83 108 2 P CO                            085 19 10.5
 MB2576
 MB2576|---------------------------------------------------------------------|
 MB2576| PID    Reference Object                     Distance      Geod. Az  |
 MB2576|                                                           dddmmss.s |
 MB2576| MB2575 83 108 2 P CO                       APPROX. 0.7 KM 0850825.2 |
 MB2576| MB2577 83 143 1 P CO                       234.405 METERS 20439     |
 MB2576|---------------------------------------------------------------------|
 MB2576
 MB2576                          SUPERSEDED SURVEY CONTROL
 MB2576
 MB2576  NAD 83(1986)-  41 09 38.36282(N)    081 16 20.48851(W) AD(       ) 2
 MB2576  NAD 27      -  41 09 38.15789(N)    081 16 21.11433(W) AD(       ) 2
 MB2576  NGVD 29 (07/19/86)  336.9    (m)         1105.     (f) VERT ANG       
 MB2576
 MB2576.Superseded values are not recommended for survey control.
 MB2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2576.See file dsdata.txt to determine how the superseded data were derived.
 MB2576
 MB2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7715056627(NAD 83)
 MB2576_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2576+STABILITY: SURFACE MOTION
 MB2576
 MB2576  HISTORY     - Date     Condition        Report By
 MB2576  HISTORY     - 1977     MONUMENTED       OH-133
 MB2576
 MB2576                          STATION DESCRIPTION
 MB2576
 MB2576'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2576'THE STATION IS ABOUT 5-3/4 MILES NORTHEAST OF BRIMFIELD, 4-1/2
 MB2576'MILES NORTH-NORTHWEST OF ROOTSTOWN, 1-1/2 MILES WEST
 MB2576'OF RAVENNA, AND ON THE RIGHT-OF-WAY OF WALL STREET,
 MB2576'COUNTY HIGHWAY 159.
 MB2576'
 MB2576'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2576'AND 44 IN RAVENNA, GO WEST ON STATE ROUTE
 MB2576'59 FOR 1.0 MILE TO THE INTERSECTION OF MORGAN ROAD.  (TURN
 MB2576'RIGHT AND GO NORTH FOR 0.15 MILE TO AZIMUTH MARK 83 108 2 P CO
 MB2576'ON THE RIGHT).  CONTINUE WEST ON STATE ROUTE 59 FOR 0.5 MILE
 MB2576'TO THE INTERSECTION OF BRADY LAKE ROAD, COUNTY HIGHWAY 162.
 MB2576'TURN RIGHT ON BRADY LAKE ROAD AND GO NORTHWEST FOR 100 FEET TO
 MB2576'THE INTERSECTION OF WALL STREET.  TURN RIGHT AND GO NORTHEAST
 MB2576'ON WALL STREET FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 MB2576'
 MB2576'STATION MARKS, STAMPED---83-108-1 1977---, ARE PORTAGE COUNTY
 MB2576'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2576'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2576'SURFACE.  IT IS 32.5 FEET NORTHWEST OF A 4-INCH MAPLE TREE,
 MB2576'21.0 FEET WEST OF A 6-INCH MAPLE TREE, 16.4 FEET EAST OF THE
 MB2576'CENTERLINE OF WALL STREET, AND 8 FEET NORTHEAST OF AN IRON
 MB2576'ROD MAILBOX POST.  THE UNDERGROUND DISK IS SET IN AN
 MB2576'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2576'GROUND SURFACE.
 MB2576'
 MB2576'AZIMUTH MARK 83 108 2 P CO, STAMPED---83-108-2 1977---, IS A
 MB2576'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2576'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2576'SURFACE.  IT IS 33.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 MB2576'A HOUSE, ADDRESS NUMBER 6266, 31.5 FEET NORTHWEST OF THE
 MB2576'SOUTHWEST CORNER OF THE SAME HOUSE, AND 19.0 FEET EAST OF THE
 MB2576'CENTERLINE OF MORGAN ROAD.
 MB2576'
 MB2576'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2576'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2576'STATION 83 143 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2576'
 MB2576'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2575 ***********************************************************************
 MB2575  DESIGNATION -  83 108 2 P CO
 MB2575  PID         -  MB2575
 MB2575  STATE/COUNTY-  OH/PORTAGE
 MB2575  USGS QUAD   -  KENT (1994)
 MB2575
 MB2575                         *CURRENT SURVEY CONTROL
 MB2575  ___________________________________________________________________
 MB2575* NAD 83(1995)-  41 09 40.26139(N)    081 15 50.80905(W)     ADJUSTED  
 MB2575* NAVD 88     -       337.     (meters)    1106.     (feet)  VERTCON   
 MB2575  ___________________________________________________________________
 MB2575  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 MB2575  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MB2575
 MB2575  HORZ ORDER  -  SECOND
 MB2575
 MB2575.The horizontal coordinates were established by classical geodetic methods
 MB2575.and adjusted by the National Geodetic Survey in April 1998..
 MB2575
 MB2575.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2575
 MB2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2575
 MB2575.The geoid height was determined by GEOID03.
 MB2575
 MB2575;                    North         East     Units Scale Factor Converg.
 MB2575;SPC OH N     -   166,695.225   703,718.158   MT  0.99994047   +0 48 42.9
 MB2575;UTM  17      - 4,556,683.849   477,841.829   MT  0.99960604   -0 10 25.8
 MB2575
 MB2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2575!SPC OH N     -   0.99995243  x   0.99994047  =   0.99989291
 MB2575!UTM  17      -   0.99995243  x   0.99960604  =   0.99955849
 MB2575
 MB2575                          SUPERSEDED SURVEY CONTROL
 MB2575
 MB2575  NAD 83(1986)-  41 09 40.26861(N)    081 15 50.81141(W) AD(       ) 2
 MB2575  NAD 27      -  41 09 40.06382(N)    081 15 51.43821(W) AD(       ) 2
 MB2575  NGVD 29 (07/19/86)  337.     (m)         1106.     (f) VERT ANG       
 MB2575
 MB2575.Superseded values are not recommended for survey control.
 MB2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2575.See file dsdata.txt to determine how the superseded data were derived.
 MB2575
 MB2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7784256684(NAD 83)
 MB2575_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2575+STABILITY: SURFACE MOTION
 MB2575
 MB2575  HISTORY     - Date     Condition        Report By
 MB2575  HISTORY     - 1977     MONUMENTED       OH-133
 MB2575
 MB2575                          STATION DESCRIPTION
 MB2575
 MB2575'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2575'THE STATION IS ABOUT 5-3/4 MILES NORTHEAST OF BRIMFIELD, 4-1/2
 MB2575'MILES NORTH-NORTHWEST OF ROOTSTOWN, 1-1/2 MILES WEST
 MB2575'OF RAVENNA, AND ON THE RIGHT-OF-WAY OF MORGAN ROAD.
 MB2575'
 MB2575'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2575'AND 44 IN RAVENNA, GO WEST ON STATE ROUTE 59
 MB2575'FOR 1.0 MILE TO THE INTERSECTION OF MORGAN ROAD.  TURN RIGHT
 MB2575'AND GO NORTH FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 MB2575'
 MB2575'STATION MARK, STAMPED---83-108-2 1977---, IS A PORTAGE COUNTY
 MB2575'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2575'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 33.6 FEET
 MB2575'SOUTHWEST OF THE NORTHWEST CORNER OF A HOUSE, ADDRESS NUMBER
 MB2575'6266, 31.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE SAME
 MB2575'HOUSE, AND 19.0 FEET EAST OF THE CENTERLINE OF MORGAN ROAD.
 MB2575'
 MB2575'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2575'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2575'STATION 83 108 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2575'
 MB2575'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2529 ***********************************************************************
 MB2529  DESIGNATION -  83 123 1 P CO
 MB2529  PID         -  MB2529
 MB2529  STATE/COUNTY-  OH/PORTAGE
 MB2529  USGS QUAD   -  RAVENNA (1994)
 MB2529
 MB2529                         *CURRENT SURVEY CONTROL
 MB2529  ___________________________________________________________________
 MB2529* NAD 83(1995)-  41 10 41.91080(N)    081 13 17.55618(W)     ADJUSTED  
 MB2529* NAVD 88     -       332.     (meters)    1089.     (feet)  VERTCON   
 MB2529  ___________________________________________________________________
 MB2529  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 MB2529  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2529
 MB2529  HORZ ORDER  -  SECOND
 MB2529
 MB2529.The horizontal coordinates were established by classical geodetic methods
 MB2529.and adjusted by the National Geodetic Survey in April 1998..
 MB2529
 MB2529.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2529
 MB2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2529
 MB2529.The geoid height was determined by GEOID03.
 MB2529
 MB2529;                    North         East     Units Scale Factor Converg.
 MB2529;SPC OH N     -   168,648.242   707,262.614   MT  0.99994100   +0 50 23.6
 MB2529;UTM  17      - 4,558,574.963   481,418.159   MT  0.99960425   -0 08 45.1
 MB2529
 MB2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2529!SPC OH N     -   0.99995322  x   0.99994100  =   0.99989423
 MB2529!UTM  17      -   0.99995322  x   0.99960425  =   0.99955749
 MB2529
 MB2529                          SUPERSEDED SURVEY CONTROL
 MB2529
 MB2529  NAD 83(1986)-  41 10 41.91812(N)    081 13 17.55757(W) AD(       ) 2
 MB2529  NAD 27      -  41 10 41.71426(N)    081 13 18.19112(W) AD(       ) 2
 MB2529  NGVD 29 (07/19/86)  332.     (m)         1089.     (f) VERT ANG       
 MB2529
 MB2529.Superseded values are not recommended for survey control.
 MB2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2529.See file dsdata.txt to determine how the superseded data were derived.
 MB2529
 MB2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8141858575(NAD 83)
 MB2529_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2529+STABILITY: SURFACE MOTION
 MB2529
 MB2529  HISTORY     - Date     Condition        Report By
 MB2529  HISTORY     - 1977     MONUMENTED       OH-133
 MB2529
 MB2529                          STATION DESCRIPTION
 MB2529
 MB2529'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2529'THE STATION IS ABOUT 5-3/4 MILES SOUTHWEST OF FREEDOM, 4 MILES
 MB2529'SOUTH OF SHALERSVILLE, 4-1/4 MILES NORTHWEST OF CHARLESTOWN,
 MB2529'AND ON THE RIGHT-OF-WAY OF PECK ROAD, COUNTY HIGHWAY 167.
 MB2529'
 MB2529'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2529'AND 14 IN NORTHEAST RAVENNA, GO NORTHEAST ON STATE ROUTE 88 FOR
 MB2529'0.25 MILE TO THE INTERSECTION OF LOVERS LANE, COUNTY HIGHWAY
 MB2529'163.  TURN RIGHT AND GO EAST FOR 0.45 MILE TO THE STATION ON THE
 MB2529'RIGHT, JUST BEFORE THE ERIE LACKAWANNA RAILROAD TRACKS.
 MB2529'
 MB2529'STATION MARK, STAMPED---83-123-1 1977---, IS A PORTAGE COUNTY
 MB2529'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2529'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 75.5 FEET
 MB2529'WEST-NORTHWEST OF TELEGRAPH POLE NUMBER 63/1, 36.2 FEET SOUTH
 MB2529'OF POWER POLE NUMBER 261/8, 17.0 FEET SOUTH OF THE
 MB2529'CENTERLINE OF LOVERS LANE.
 MB2529'
 MB2529'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2529'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2529'STATION 83 213 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2529'
 MB2529'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2516 ***********************************************************************
 MB2516  DESIGNATION -  83 135 1 P CO
 MB2516  PID         -  MB2516
 MB2516  STATE/COUNTY-  OH/PORTAGE
 MB2516  USGS QUAD   -  RAVENNA (1994)
 MB2516
 MB2516                         *CURRENT SURVEY CONTROL
 MB2516  ___________________________________________________________________
 MB2516* NAD 83(1995)-  41 08 03.29032(N)    081 11 37.05979(W)     ADJUSTED  
 MB2516* NAVD 88     -       304.1    (meters)     998.     (feet)  VERTCON   
 MB2516  ___________________________________________________________________
 MB2516  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MB2516  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2516
 MB2516  HORZ ORDER  -  SECOND
 MB2516
 MB2516.The horizontal coordinates were established by classical geodetic methods
 MB2516.and adjusted by the National Geodetic Survey in April 1998..
 MB2516
 MB2516.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2516
 MB2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2516
 MB2516.The geoid height was determined by GEOID03.
 MB2516
 MB2516;                    North         East     Units Scale Factor Converg.
 MB2516;SPC OH N     -   163,790.483   709,677.856   MT  0.99993981   +0 51 29.6
 MB2516;UTM  17      - 4,553,678.025   483,748.694   MT  0.99960325   -0 07 38.5
 MB2516
 MB2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2516!SPC OH N     -   0.99995756  x   0.99993981  =   0.99989738
 MB2516!UTM  17      -   0.99995756  x   0.99960325  =   0.99956083
 MB2516
 MB2516                          SUPERSEDED SURVEY CONTROL
 MB2516
 MB2516  NAD 83(1986)-  41 08 03.29676(N)    081 11 37.06173(W) AD(       ) 2
 MB2516  NAD 27      -  41 08 03.09206(N)    081 11 37.69967(W) AD(       ) 2
 MB2516  NGVD 29 (07/19/86)  304.3    (m)          998.     (f) VERT ANG       
 MB2516
 MB2516.Superseded values are not recommended for survey control.
 MB2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2516.See file dsdata.txt to determine how the superseded data were derived.
 MB2516
 MB2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8374953678(NAD 83)
 MB2516_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2516+STABILITY: SURFACE MOTION
 MB2516
 MB2516  HISTORY     - Date     Condition        Report By
 MB2516  HISTORY     - 1977     MONUMENTED       OH-133
 MB2516
 MB2516                          STATION DESCRIPTION
 MB2516
 MB2516'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2516'THE STATION IS ABOUT 3-3/4 MILES NORTHWEST OF EDINBURG, 3-1/2
 MB2516'MILES NORTHEAST OF ROOTSTOWN, 3-1/4 MILES SOUTHWEST OF
 MB2516'CHARLESTOWN, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 14.
 MB2516'
 MB2516'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2516'AND 14 JUST EAST OF RAVENNA, GO SOUTHEAST ON STATE ROUTE 14 FOR
 MB2516'2.1 MILES TO THE INTERSECTION OF INDUSTRY ROAD AND THE STATION
 MB2516'IN THE CENTER OF STATE ROUTE 14.
 MB2516'
 MB2516'STATION MARK, STAMPED---STATE OF OHIO DEPARTMENT OF SURVEY---,
 MB2516'IS A 1-INCH BRASS DISK, CENTER PUNCHED, AND ATTACHED TO A
 MB2516'1/2-INCH IRON ROD 6 INCHES BELOW THE ROAD SURFACE AND ENCASED
 MB2516'IN AN 8-INCH SQUARE STATE OF OHIO MONUMENT BOX WITH METAL LID
 MB2516'THAT IS FLUSH WITH
 MB2516'THE ROAD SURFACE.  IT IS 66.1 FEET SOUTHEAST OF AN OHIO BELL
 MB2516'UNDERGROUND TELEPHONE JUNCTION BOX, 55.3 FEET EAST OF TELEPHONE
 MB2516'AND POWER POLE NUMBER RT 268, 24.1 FEET SOUTHWEST OF A P.K.
 MB2516'NAIL IN THE TOP OF A GUARDRAIL POST, AND 23.8 FEET
 MB2516'NORTHWEST OF A P.K. NAIL IN THE TOP OF A GUARDRAIL POST.
 MB2516'
 MB2516'HEIGHT OF
 MB2516'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2516'
 MB2516'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2577 ***********************************************************************
 MB2577  DESIGNATION -  83 143 1 P CO
 MB2577  PID         -  MB2577
 MB2577  STATE/COUNTY-  OH/PORTAGE
 MB2577  USGS QUAD   -  KENT (1994)
 MB2577
 MB2577                         *CURRENT SURVEY CONTROL
 MB2577  ___________________________________________________________________
 MB2577* NAD 83(1995)-  41 09 31.44918(N)    081 16 24.67827(W)     ADJUSTED  
 MB2577* NAVD 88     -       329.4    (meters)    1081.     (feet)  VERTCON   
 MB2577  ___________________________________________________________________
 MB2577  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 MB2577  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB2577
 MB2577  HORZ ORDER  -  SECOND
 MB2577
 MB2577.The horizontal coordinates were established by classical geodetic methods
 MB2577.and adjusted by the National Geodetic Survey in April 1998..
 MB2577
 MB2577.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2577
 MB2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2577
 MB2577.The geoid height was determined by GEOID03.
 MB2577
 MB2577;                    North         East     Units Scale Factor Converg.
 MB2577;SPC OH N     -   166,412.273   702,932.485   MT  0.99994040   +0 48 20.6
 MB2577;UTM  17      - 4,556,414.545   477,051.668   MT  0.99960648   -0 10 48.1
 MB2577
 MB2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2577!SPC OH N     -   0.99995359  x   0.99994040  =   0.99989400
 MB2577!UTM  17      -   0.99995359  x   0.99960648  =   0.99956009
 MB2577
 MB2577|---------------------------------------------------------------------|
 MB2577| PID    Reference Object                     Distance      Geod. Az  |
 MB2577|                                                           dddmmss.s |
 MB2577| MB2576 83 108 1 P CO                       234.405 METERS 02439     |
 MB2577| MB2578 83 144 1 P CO                       330.054 METERS 27538     |
 MB2577|---------------------------------------------------------------------|
 MB2577
 MB2577                          SUPERSEDED SURVEY CONTROL
 MB2577
 MB2577  NAD 83(1986)-  41 09 31.45645(N)    081 16 24.68062(W) AD(       ) 2
 MB2577  NAD 27      -  41 09 31.25135(N)    081 16 25.30630(W) AD(       ) 2
 MB2577  NGVD 29 (07/19/86)  329.6    (m)         1081.     (f) VERT ANG       
 MB2577
 MB2577.Superseded values are not recommended for survey control.
 MB2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2577.See file dsdata.txt to determine how the superseded data were derived.
 MB2577
 MB2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7705256415(NAD 83)
 MB2577_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2577+STABILITY: SURFACE MOTION
 MB2577
 MB2577  HISTORY     - Date     Condition        Report By
 MB2577  HISTORY     - 1977     MONUMENTED       OH-133
 MB2577
 MB2577                          STATION DESCRIPTION
 MB2577
 MB2577'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2577'THE STATION IS ABOUT 6 MILES SOUTHWEST OF SHALERSVILLE,
 MB2577'4-3/4 MILES EAST OF KENT, 1-1/2 MILES WEST OF RAVENNA,
 MB2577'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 59.
 MB2577'
 MB2577'TO REACH THE STATION FROM THE INTERSECTION OF
 MB2577'STATE ROUTES 59 AND 44 IN RAVENNA,
 MB2577'GO WEST ON STATE ROUTE 59 FOR 1.55 MILES AND THE STATION ON THE
 MB2577'LEFT, JUST EAST OF THE INTERSECTION OF BRADY LAKE ROAD, COUNTY
 MB2577'HIGHWAY 162, AND IN FRONT OF STAN ALLEN PONTIAC DEALERSHIP.
 MB2577'
 MB2577'STATION MARK, STAMPED---83-143-1 1977---, IS A PORTAGE COUNTY
 MB2577'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2577'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 103.9 FEET
 MB2577'EAST OF A 30-INCH MAPLE TREE, 47.0 FEET WEST OF A CYLINDRICAL
 MB2577'SUPPORT POLE FOR A TRAFFIC LIGHT, 23.5 FEET SOUTH OF THE
 MB2577'CENTERLINE OF STATE ROUTE 59, AND 14.8 FEET NORTHWEST OF
 MB2577'TELEPHONE AND POWER POLE NUMBER 55276.
 MB2577'
 MB2577'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2577'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2577'STATIONS 83 108 1 P CO AND 83 144 1 P CO CAN BE USED AS
 MB2577'AZIMUTH MARKS.
 MB2577'
 MB2577'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2578 ***********************************************************************
 MB2578  DESIGNATION -  83 144 1 P CO
 MB2578  PID         -  MB2578
 MB2578  STATE/COUNTY-  OH/PORTAGE
 MB2578  USGS QUAD   -  KENT (1994)
 MB2578
 MB2578                         *CURRENT SURVEY CONTROL
 MB2578  ___________________________________________________________________
 MB2578* NAD 83(1995)-  41 09 32.49989(N)    081 16 38.76631(W)     ADJUSTED  
 MB2578* NAVD 88     -       339.7    (meters)    1114.     (feet)  VERTCON   
 MB2578  ___________________________________________________________________
 MB2578  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MB2578  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB2578
 MB2578  HORZ ORDER  -  SECOND
 MB2578
 MB2578.The horizontal coordinates were established by classical geodetic methods
 MB2578.and adjusted by the National Geodetic Survey in April 1998..
 MB2578
 MB2578.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2578
 MB2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2578
 MB2578.The geoid height was determined by GEOID03.
 MB2578
 MB2578;                    North         East     Units Scale Factor Converg.
 MB2578;SPC OH N     -   166,440.070   702,603.623   MT  0.99994041   +0 48 11.4
 MB2578;UTM  17      - 4,556,447.985   476,723.443   MT  0.99960667   -0 10 57.3
 MB2578
 MB2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2578!SPC OH N     -   0.99995198  x   0.99994041  =   0.99989239
 MB2578!UTM  17      -   0.99995198  x   0.99960667  =   0.99955867
 MB2578
 MB2578:                Primary Azimuth Mark                     Grid Az
 MB2578:SPC OH N     -  83 105 1 P CO                            092 34 36.2
 MB2578:UTM  17      -  83 105 1 P CO                            093 33 44.9
 MB2578
 MB2578|---------------------------------------------------------------------|
 MB2578| PID    Reference Object                     Distance      Geod. Az  |
 MB2578|                                                           dddmmss.s |
 MB2578| MB2564 83 105 1 P CO                       APPROX. 1.4 KM 0932247.6 |
 MB2578| MB2577 83 143 1 P CO                       330.054 METERS 09538     |
 MB2578|---------------------------------------------------------------------|
 MB2578
 MB2578                          SUPERSEDED SURVEY CONTROL
 MB2578
 MB2578  NAD 83(1986)-  41 09 32.50718(N)    081 16 38.76869(W) AD(       ) 2
 MB2578  NAD 27      -  41 09 32.30204(N)    081 16 39.39388(W) AD(       ) 2
 MB2578  NGVD 29 (07/19/86)  339.9    (m)         1115.     (f) VERT ANG       
 MB2578
 MB2578.Superseded values are not recommended for survey control.
 MB2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2578.See file dsdata.txt to determine how the superseded data were derived.
 MB2578
 MB2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7672356448(NAD 83)
 MB2578_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2578+STABILITY: SURFACE MOTION
 MB2578
 MB2578  HISTORY     - Date     Condition        Report By
 MB2578  HISTORY     - 1977     MONUMENTED       OH-133
 MB2578
 MB2578                          STATION DESCRIPTION
 MB2578
 MB2578'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2578'THE STATION IS ABOUT 4-3/4 MILES NORTH-NORTHWEST OF ROOTSTOWN,
 MB2578'4-1/4 MILES EAST OF KENT,
 MB2578'1-3/4 MILES WEST OF
 MB2578'RAVENNA,
 MB2578'AND ON RIGHT-OF-WAY OF STATE ROUTE 59.
 MB2578'
 MB2578'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
 MB2578'AND 59 JUST EAST OF KENT, GO EAST ON STATE ROUTE
 MB2578'59 FOR 2.3 MILES TO THE STATION ON THE LEFT, JUST PAST THE
 MB2578'BRIDGE OVER THE PENN CENTRAL RAILROAD, AND 0.15 MILE WEST
 MB2578'OF THE INTERSECTION OF BRADY LAKE ROAD, COUNTY HIGHWAY 162.
 MB2578'
 MB2578'STATION MARK, STAMPED---83-144-1 1977---, IS A PORTAGE COUNTY
 MB2578'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2578'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 86.0 FEET
 MB2578'WEST OF TELEPHONE POLE NUMBER RAT 606, 30 FEET NORTH OF THE
 MB2578'RAILING DIVIDING THE EAST AND WEST LANES OF STATE ROUTE 59,
 MB2578'19.8 FEET EAST OF THE EAST END OF THE RAILING ON THE NORTH
 MB2578'SIDE OF THE BRIDGE, AND 1.4 FEET NORTH OF THE CONCRETE CURB ON
 MB2578'THE NORTH SIDE OF THE WESTBOUND LANE.
 MB2578'
 MB2578'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2578'LIGHT ABOVE STATION MARK WAS 2.7 METERS.
 MB2578'STATIONS 83 143 1 P CO,
 MB2578'83 105 1 P CO, AND 83 155 1 P CO CAN BE USED AS
 MB2578'AZIMUTH MARKS.
 MB2578'
 MB2578'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2581 ***********************************************************************
 MB2581  DESIGNATION -  83 155 1 P CO
 MB2581  PID         -  MB2581
 MB2581  STATE/COUNTY-  OH/PORTAGE
 MB2581  USGS QUAD   -  KENT (1994)
 MB2581
 MB2581                         *CURRENT SURVEY CONTROL
 MB2581  ___________________________________________________________________
 MB2581* NAD 83(1995)-  41 09 33.30274(N)    081 17 11.58172(W)     ADJUSTED  
 MB2581* NAVD 88     -       328.6    (meters)    1078.     (feet)  VERTCON   
 MB2581  ___________________________________________________________________
 MB2581  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 MB2581  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB2581
 MB2581  HORZ ORDER  -  SECOND
 MB2581
 MB2581.The horizontal coordinates were established by classical geodetic methods
 MB2581.and adjusted by the National Geodetic Survey in April 1998..
 MB2581
 MB2581.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2581
 MB2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2581
 MB2581.The geoid height was determined by GEOID03.
 MB2581
 MB2581;                    North         East     Units Scale Factor Converg.
 MB2581;SPC OH N     -   166,454.150   701,838.320   MT  0.99994041   +0 47 49.8
 MB2581;UTM  17      - 4,556,475.219   475,958.751   MT  0.99960711   -0 11 18.9
 MB2581
 MB2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2581!SPC OH N     -   0.99995372  x   0.99994041  =   0.99989413
 MB2581!UTM  17      -   0.99995372  x   0.99960711  =   0.99956085
 MB2581
 MB2581:                Primary Azimuth Mark                     Grid Az
 MB2581:SPC OH N     -  83 144 1 P CO                            091 03 14.3
 MB2581:UTM  17      -  83 144 1 P CO                            092 02 23.0
 MB2581
 MB2581|---------------------------------------------------------------------|
 MB2581| PID    Reference Object                     Distance      Geod. Az  |
 MB2581|                                                           dddmmss.s |
 MB2581| MB2578 83 144 1 P CO                       APPROX. 0.8 KM 0915104.1 |
 MB2581|---------------------------------------------------------------------|
 MB2581
 MB2581                          SUPERSEDED SURVEY CONTROL
 MB2581
 MB2581  NAD 83(1986)-  41 09 33.31002(N)    081 17 11.58420(W) AD(       ) 2
 MB2581  NAD 27      -  41 09 33.10478(N)    081 17 12.20823(W) AD(       ) 2
 MB2581  NGVD 29 (07/19/86)  328.8    (m)         1079.     (f) VERT ANG       
 MB2581
 MB2581.Superseded values are not recommended for survey control.
 MB2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2581.See file dsdata.txt to determine how the superseded data were derived.
 MB2581
 MB2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7595956475(NAD 83)
 MB2581_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2581+STABILITY: SURFACE MOTION
 MB2581
 MB2581  HISTORY     - Date     Condition        Report By
 MB2581  HISTORY     - 1977     MONUMENTED       OH-133
 MB2581
 MB2581                          STATION DESCRIPTION
 MB2581
 MB2581'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2581'THE STATION IS ABOUT 5-1/4 MILES NORTHWEST OF ROOTSTOWN, 3-1/2
 MB2581'MILES EAST OF KENT, 2-1/2 MILES WEST OF RAVENNA, AND ON
 MB2581'THE RIGHT-OF-WAY OF STATE ROUTE 59.
 MB2581'
 MB2581'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
 MB2581'AND 59 EAST OF KENT, GO EAST ON STATE ROUTE 59 FOR 1.75 MILES TO
 MB2581'THE STATION ON THE LEFT.
 MB2581'
 MB2581'STATION MARK, STAMPED---83-155-1 1977---, IS A PORTAGE COUNTY
 MB2581'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2581'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 96.9 FEET
 MB2581'WEST OF TELEPHONE AND POWER POLE NUMBER RAT 589, 54.5 FEET EAST
 MB2581'OF TELEPHONE AND POWER POLE NUMBER RAT 588, 48.5 FEET SOUTHWEST
 MB2581'OF A 36-INCH MAPLE TREE, 20 FEET NORTH OF THE CENTERLINE OF
 MB2581'STATE ROUTE 59, AND IN THE MOWED YARD OF A HOUSE, ADDRESS
 MB2581'NUMBER 2979.
 MB2581'
 MB2581'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2581'LIGHT ABOVE STATION MARK WAS 2.5 METERS.
 MB2581'STATIONS 83 144 1 P CO AND 83 157 1 P CO CAN BE USED AS
 MB2581'AZIMUTH MARKS.
 MB2581'
 MB2581'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2586 ***********************************************************************
 MB2586  DESIGNATION -  83 157 1 P CO
 MB2586  PID         -  MB2586
 MB2586  STATE/COUNTY-  OH/PORTAGE
 MB2586  USGS QUAD   -  KENT (1994)
 MB2586
 MB2586                         *CURRENT SURVEY CONTROL
 MB2586  ___________________________________________________________________
 MB2586* NAD 83(1995)-  41 09 28.88065(N)    081 17 51.51460(W)     ADJUSTED  
 MB2586* NAVD 88     -       333.8    (meters)    1095.     (feet)  VERTCON   
 MB2586  ___________________________________________________________________
 MB2586  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 MB2586  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB2586
 MB2586  HORZ ORDER  -  SECOND
 MB2586
 MB2586.The horizontal coordinates were established by classical geodetic methods
 MB2586.and adjusted by the National Geodetic Survey in April 1998..
 MB2586
 MB2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2586
 MB2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2586
 MB2586.The geoid height was determined by GEOID03.
 MB2586
 MB2586;                    North         East     Units Scale Factor Converg.
 MB2586;SPC OH N     -   166,304.860   700,909.329   MT  0.99994038   +0 47 23.6
 MB2586;UTM  17      - 4,556,341.978   475,027.638   MT  0.99960767   -0 11 45.2
 MB2586
 MB2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2586!SPC OH N     -   0.99995290  x   0.99994038  =   0.99989329
 MB2586!UTM  17      -   0.99995290  x   0.99960767  =   0.99956059
 MB2586
 MB2586:                Primary Azimuth Mark                     Grid Az
 MB2586:SPC OH N     -  83 155 1 P CO                            080 52 14.0
 MB2586:UTM  17      -  83 155 1 P CO                            081 51 22.8
 MB2586
 MB2586|---------------------------------------------------------------------|
 MB2586| PID    Reference Object                     Distance      Geod. Az  |
 MB2586|                                                           dddmmss.s |
 MB2586| MB2581 83 155 1 P CO                       APPROX. 0.9 KM 0813937.6 |
 MB2586| MB2594 93 036 1 P CO                       330.866 METERS 26439     |
 MB2586| MB2596 KENT RAD STA WKNT MAST              APPROX. 0.6 KM 2942421.5 |
 MB2586|---------------------------------------------------------------------|
 MB2586
 MB2586                          SUPERSEDED SURVEY CONTROL
 MB2586
 MB2586  NAD 83(1986)-  41 09 28.88792(N)    081 17 51.51724(W) AD(       ) 2
 MB2586  NAD 27      -  41 09 28.68250(N)    081 17 52.13983(W) AD(       ) 2
 MB2586  NGVD 29 (07/19/86)  334.0    (m)         1096.     (f) VERT ANG       
 MB2586
 MB2586.Superseded values are not recommended for survey control.
 MB2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2586.See file dsdata.txt to determine how the superseded data were derived.
 MB2586
 MB2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7502856342(NAD 83)
 MB2586_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2586+STABILITY: SURFACE MOTION
 MB2586
 MB2586  HISTORY     - Date     Condition        Report By
 MB2586  HISTORY     - 1977     MONUMENTED       OH-133
 MB2586
 MB2586                          STATION DESCRIPTION
 MB2586
 MB2586'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2586'THE STATION IS ABOUT 5-1/4 MILES NORTHWEST OF ROOTSTOWN, 3-1/4
 MB2586'MILES EAST OF KENT, 3 MILES WEST OF RAVENNA, AND ON
 MB2586'THE RIGHT-OF-WAY OF STATE ROUTE 59.
 MB2586'
 MB2586'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
 MB2586'AND 59 EAST OF KENT, GO EAST ON STATE ROUTE 59 FOR 1.4 MILES TO
 MB2586'THE STATION ON THE RIGHT.
 MB2586'
 MB2586'STATION MARK, STAMPED---83-157-1 1977---, IS A PORTAGE COUNTY
 MB2586'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2586'POST THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 52.7
 MB2586'FEET NORTHWEST OF A GAS METER NEAR THE NORTHWEST CORNER OF
 MB2586'HOUSE ADDRESS NUMBER 2645 AND 2659, 24.3 FEET SOUTH OF THE
 MB2586'CENTERLINE OF STATE ROUTE 59, AND 15.1 FEET NORTH OF TELEPHONE
 MB2586'POLE NUMBER 28/42.
 MB2586'
 MB2586'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2586'LIGHT ABOVE STATION MARK WAS 2.2 METERS.
 MB2586'STATIONS 93 036 1 P CO AND 83 155 1 P CO CAN BE USED AS
 MB2586'AZIMUTH MARKS.
 MB2586'
 MB2586'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2592 ***********************************************************************
 MB2592  DESIGNATION -  83 159 1 P CO
 MB2592  PID         -  MB2592
 MB2592  STATE/COUNTY-  OH/PORTAGE
 MB2592  USGS QUAD   -  KENT (1994)
 MB2592
 MB2592                         *CURRENT SURVEY CONTROL
 MB2592  ___________________________________________________________________
 MB2592* NAD 83(1995)-  41 08 07.83249(N)    081 18 01.77685(W)     ADJUSTED  
 MB2592* NAVD 88     -       337.9    (meters)    1109.     (feet)  VERTCON   
 MB2592  ___________________________________________________________________
 MB2592  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 MB2592  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB2592
 MB2592  HORZ ORDER  -  SECOND
 MB2592
 MB2592.The horizontal coordinates were established by classical geodetic methods
 MB2592.and adjusted by the National Geodetic Survey in April 1998..
 MB2592
 MB2592.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2592
 MB2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2592
 MB2592.The geoid height was determined by GEOID03.
 MB2592
 MB2592;                    North         East     Units Scale Factor Converg.
 MB2592;SPC OH N     -   163,801.690   700,704.486   MT  0.99993984   +0 47 16.9
 MB2592;UTM  17      - 4,553,843.533   474,779.845   MT  0.99960783   -0 11 51.6
 MB2592
 MB2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2592!SPC OH N     -   0.99995226  x   0.99993984  =   0.99989210
 MB2592!UTM  17      -   0.99995226  x   0.99960783  =   0.99956010
 MB2592
 MB2592|---------------------------------------------------------------------|
 MB2592| PID    Reference Object                     Distance      Geod. Az  |
 MB2592|                                                           dddmmss.s |
 MB2592| MB2587 MUDDY                               213.425 METERS 09036     |
 MB2592| MB2593 82 043 1 P CO                        58.918 METERS 18344     |
 MB2592| MB2613 SATROM                              APPROX. 3.7 KM 2891953.1 |
 MB2592|---------------------------------------------------------------------|
 MB2592
 MB2592                          SUPERSEDED SURVEY CONTROL
 MB2592
 MB2592  NAD 83(1986)-  41 08 07.83938(N)    081 18 01.77995(W) AD(       ) 2
 MB2592  NAD 27      -  41 08 07.63307(N)    081 18 02.40120(W) AD(       ) 2
 MB2592  NGVD 29 (07/19/86)  338.1    (m)         1109.     (f) VERT ANG       
 MB2592
 MB2592.Superseded values are not recommended for survey control.
 MB2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2592.See file dsdata.txt to determine how the superseded data were derived.
 MB2592
 MB2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7478053844(NAD 83)
 MB2592_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2592+STABILITY: SURFACE MOTION
 MB2592
 MB2592  HISTORY     - Date     Condition        Report By
 MB2592  HISTORY     - 1977     MONUMENTED       OH-133
 MB2592
 MB2592                          STATION DESCRIPTION
 MB2592
 MB2592'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2592'THE STATION IS ABOUT 4 MILES NORTHWEST OF ROOTSTOWN, 3-3/4
 MB2592'MILES NORTHEAST OF BRIMFIELD, 3-1/2 MILES SOUTHWEST OF RAVENNA,
 MB2592'AND ON THE RIGHT-OF-WAY OF ROOTSTOWN ROAD, TOWNSHIP HIGHWAY
 MB2592'106.
 MB2592'
 MB2592'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
 MB2592'AND 59 EAST OF KENT, GO SOUTH ON STATE ROUTE 261 FOR 1.25 MILES
 MB2592'TO THE INTERSECTION OF COUNTY HIGHWAY 148, SUMMIT ROAD.  TURN
 MB2592'LEFT AND GO EAST FOR 1.05 MILES TO THE INTERSECTION OF
 MB2592'ROOTSTOWN ROAD.  TURN RIGHT AND GO SOUTH ON
 MB2592'ROOTSTOWN ROAD FOR 0.15 MILE TO THE
 MB2592'STATION ON THE LEFT.  CONTINUE SOUTH ON ROOTSTOWN ROAD
 MB2592'FOR 0.05 MILE TO REFERENCE MARK 82 043 1 P
 MB2592'CO IN THE ROAD CENTERLINE.
 MB2592'
 MB2592'STATION MARKS, STAMPED---83-159-1 1977---, ARE PORTAGE COUNTY
 MB2592'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2592'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2592'SURFACE.  IT IS 165.4 FEET WEST-NORTHWEST OF THE NORTHWEST
 MB2592'CORNER OF A HOUSE, ADDRESS NUMBER 5342, 68.8 FEET NORTHWEST OF
 MB2592'TELEPHONE AND POWER POLE, AND 12.0 FEET EAST OF THE CENTERLINE
 MB2592'OF ROOTSTOWN ROAD.  THE UNDERGROUND DISK
 MB2592'IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 MB2592'THE GROUND SURFACE.
 MB2592'
 MB2592'REFERENCE MARK 82 043 1 P CO, UNSTAMPED, IS A BRONZE MARKER
 MB2592'IN A 12 BY 12-INCH MONUMENT BOX WITH A METAL LID THAT IS
 MB2592'FLUSH WITH THE ROAD SURFACE.  IT IS 39.87 FEET EAST-NORTHEAST OF
 MB2592'A SPIKE IN TELEPHONE POLE NUMBER 3, 37.85 FEET NORTHWEST
 MB2592'OF A BRIDGE SPIKE IN A 10-INCH HICKORY TREE, AND 25.61
 MB2592'FEET SOUTHEAST OF A SPIKE IN TELEPHONE POLE NUMBER 3362.
 MB2592'
 MB2592'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2592'STATION MUDDY CAN BE USED AS AN AZIMUTH MARK.
 MB2592'
 MB2592'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2543 ***********************************************************************
 MB2543  DESIGNATION -  83 161 1
 MB2543  PID         -  MB2543
 MB2543  STATE/COUNTY-  OH/PORTAGE
 MB2543  USGS QUAD   -  RAVENNA (1994)
 MB2543
 MB2543                         *CURRENT SURVEY CONTROL
 MB2543  ___________________________________________________________________
 MB2543* NAD 83(1995)-  41 09 24.72746(N)    081 14 37.44530(W)     ADJUSTED  
 MB2543* NAVD 88     -       363.4    (meters)    1192.     (feet)  VERTCON   
 MB2543  ___________________________________________________________________
 MB2543  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 MB2543  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MB2543
 MB2543  HORZ ORDER  -  SECOND
 MB2543
 MB2543.The horizontal coordinates were established by classical geodetic methods
 MB2543.and adjusted by the National Geodetic Survey in April 1998..
 MB2543
 MB2543.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2543
 MB2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2543
 MB2543.The geoid height was determined by GEOID03.
 MB2543
 MB2543;                    North         East     Units Scale Factor Converg.
 MB2543;SPC OH N     -   166,240.530   705,435.176   MT  0.99994035   +0 49 31.1
 MB2543;UTM  17      - 4,556,199.844   479,550.198   MT  0.99960515   -0 09 37.5
 MB2543
 MB2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2543!SPC OH N     -   0.99994826  x   0.99994035  =   0.99988862
 MB2543!UTM  17      -   0.99994826  x   0.99960515  =   0.99955343
 MB2543
 MB2543:                Primary Azimuth Mark                     Grid Az
 MB2543:SPC OH N     -  RAVENNA GE RAD MAST                      013 23 45.6
 MB2543:UTM  17      -  RAVENNA GE RAD MAST                      014 22 54.2
 MB2543
 MB2543|---------------------------------------------------------------------|
 MB2543| PID    Reference Object                     Distance      Geod. Az  |
 MB2543|                                                           dddmmss.s |
 MB2543| MB2537 RAVENNA GE RAD MAST                 APPROX. 2.0 KM 0141316.7 |
 MB2543| CC9683 83 161 1 RP 1                        13.881 METERS 08123     |
 MB2543| MB2510 RAVENNA B AND O MICROWAVE           APPROX. 4.8 KM 0894123.6 |
 MB2543| CC9684 83 161 1 RP 2                        16.779 METERS 09855     |
 MB2543| MB2540 RAVENNA NE COR PROSPECT HOUSE       232.856 METERS 10959     |
 MB2543| CC9685 83 161 1 RP 3                        15.304 METERS 15718     |
 MB2543| MB2546 RAVENNA FLINTKOTE TANK              APPROX. 2.5 KM 1842831.9 |
 MB2543| CC9686 83 161 1 RP 4                        16.587 METERS 18715     |
 MB2543| MB2619 KENT KSU TANK                       APPROX. 8.9 KM 2645109.2 |
 MB2543| MB2610 KENT KSU RAD STA WKSU MAST          APPROX. 8.0 KM 2652011.7 |
 MB2543| MB2617 KENT KSU S STACK                    APPROX. 8.7 KM 2654153.4 |
 MB2543| MB2557 KENT STATE UNIVERSITY STACK         APPROX. 8.7 KM 2654817.9 |
 MB2543| MB2596 KENT RAD STA WKNT MAST              APPROX. 5.1 KM 2741840.4 |
 MB2543| MB2560 83 106 1 P CO                       APPROX. 1.0 KM 2782854.7 |
 MB2543| MB2563 RAVENNA MUN TANK                    APPROX. 1.3 KM 2883623.3 |
 MB2543| MB2561 RAVENNA DOT RAD MAST                APPROX. 1.5 KM 3144500.7 |
 MB2543|---------------------------------------------------------------------|
 MB2543
 MB2543                          SUPERSEDED SURVEY CONTROL
 MB2543
 MB2543  NAD 83(1986)-  41 09 24.73434(N)    081 14 37.44753(W) AD(       ) 2
 MB2543  NAD 27      -  41 09 24.52953(N)    081 14 38.07675(W) AD(       ) 2
 MB2543  NGVD 29 (07/19/86)  363.6    (m)         1193.     (f) VERT ANG       
 MB2543
 MB2543.Superseded values are not recommended for survey control.
 MB2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2543.See file dsdata.txt to determine how the superseded data were derived.
 MB2543
 MB2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7955056200(NAD 83)
 MB2543_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2543_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2543
 MB2543  HISTORY     - Date     Condition        Report By
 MB2543  HISTORY     - 1977     MONUMENTED       OH-133
 MB2543
 MB2543                          STATION DESCRIPTION
 MB2543
 MB2543'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2543'THE STATION IS LOCATED IN RAVENNA
 MB2543'ATOP THE PORTAGE COUNTY COURTHOUSE,
 MB2543'AT THE INTERSECTION OF CHESTNUT STREET
 MB2543'(STATE ROUTE 44) AND MAIN STREET (STATE ROUTE 59).
 MB2543'
 MB2543'STATION MARK, STAMPED---83-161-1 1977---, IS A PORTAGE COUNTY
 MB2543'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2543'SLAB CEMENTED TO THE COURTHOUSE ROOF AND PROJECTING 5 INCHES.
 MB2543'IT IS 45.9 FEET WEST-SOUTHWEST OF THE INSIDE
 MB2543'EDGE OF THE LEDGE OF THE NORTHEAST CORNER OF THE UPPER
 MB2543'ROOF, 22.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 MB2543'STACK, 10.0 FEET SOUTHEAST OF THE INSIDE EDGE OF THE LEDGE
 MB2543'OF THE NORTHWEST CORNER OF THE UPPER ROOF, AND
 MB2543'3.5 FEET EAST OF THE WESTERN EDGE OF THE ROOF.
 MB2543'
 MB2543'REFERENCE POINT 1 IS THE INNER CORNER OF THE TOP STONE SLAB
 MB2543'PARALLEL TO MAIN STREET, AT THE NORTHEAST CORNER OF THE
 MB2543'PORTAGE COUNTY COURTHOUSE ROOF.
 MB2543'
 MB2543'REFERENCE POINT 2 IS THE INNER CORNER OF THE TOP STONE SLAB
 MB2543'PARALLEL TO MAIN STREET, AT THE SOUTHEAST CORNER OF THE
 MB2543'PORTAGE COUNTY COURTHOUSE ROOF.
 MB2543'
 MB2543'REFERENCE POINT 3 IS THE INNER CORNER OF THE TOP STONE SLAB
 MB2543'PARALLEL TO CHESTNUT STREET, ON THE SOUTH SIDE OF THE
 MB2543'PORTAGE COUNTY COURTHOUSE ROOF.
 MB2543'
 MB2543'REFERENCE POINT 4 IS THE INNER CORNER OF THE TOP STONE SLAB
 MB2543'PARALLEL TO MAIN STREET, AT THE SOUTHWEST CORNER OF THE
 MB2543'PORTAGE COUNTY COURTHOUSE ROOF.
 MB2543'
 MB2543'HEIGHT OF
 MB2543'LIGHT ABOVE STATION MARK WAS 1.3 METERS.
 MB2543'STATIONS 84 101 1 P CO,
 MB2543'83 106 1 P CO, AND 83 104 1 P CO CAN BE USED AS
 MB2543'AZIMUTH MARKS.
 MB2543'
 MB2543'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2574 ***********************************************************************
 MB2574  DESIGNATION -  83 206 1 P CO
 MB2574  PID         -  MB2574
 MB2574  STATE/COUNTY-  OH/PORTAGE
 MB2574  USGS QUAD   -  KENT (1994)
 MB2574
 MB2574                         *CURRENT SURVEY CONTROL
 MB2574  ___________________________________________________________________
 MB2574* NAD 83(1995)-  41 11 15.49213(N)    081 15 45.55167(W)     ADJUSTED  
 MB2574* NAVD 88     -       352.1    (meters)    1155.     (feet)  VERTCON   
 MB2574  ___________________________________________________________________
 MB2574  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MB2574  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB2574
 MB2574  HORZ ORDER  -  SECOND
 MB2574
 MB2574.The horizontal coordinates were established by classical geodetic methods
 MB2574.and adjusted by the National Geodetic Survey in April 1998..
 MB2574
 MB2574.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2574
 MB2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2574
 MB2574.The geoid height was determined by GEOID03.
 MB2574
 MB2574;                    North         East     Units Scale Factor Converg.
 MB2574;SPC OH N     -   169,634.290   703,799.033   MT  0.99994132   +0 48 46.4
 MB2574;UTM  17      - 4,559,620.103   477,973.213   MT  0.99960597   -0 10 22.7
 MB2574
 MB2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2574!SPC OH N     -   0.99995004  x   0.99994132  =   0.99989136
 MB2574!UTM  17      -   0.99995004  x   0.99960597  =   0.99955603
 MB2574
 MB2574|---------------------------------------------------------------------|
 MB2574| PID    Reference Object                     Distance      Geod. Az  |
 MB2574|                                                           dddmmss.s |
 MB2574| MB2572 83 317 1 P CO                       372.105 METERS 00308     |
 MB2574| MB2573 83 206 2 P CO                       240.442 METERS 17815     |
 MB2574|---------------------------------------------------------------------|
 MB2574
 MB2574                          SUPERSEDED SURVEY CONTROL
 MB2574
 MB2574  NAD 83(1986)-  41 11 15.49961(N)    081 15 45.55330(W) AD(       ) 2
 MB2574  NAD 27      -  41 11 15.29568(N)    081 15 46.18084(W) AD(       ) 2
 MB2574  NGVD 29 (07/19/86)  352.3    (m)         1156.     (f) VERT ANG       
 MB2574
 MB2574.Superseded values are not recommended for survey control.
 MB2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2574.See file dsdata.txt to determine how the superseded data were derived.
 MB2574
 MB2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7797359620(NAD 83)
 MB2574_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2574+STABILITY: SURFACE MOTION
 MB2574
 MB2574  HISTORY     - Date     Condition        Report By
 MB2574  HISTORY     - 1977     MONUMENTED       OH-133
 MB2574
 MB2574                          STATION DESCRIPTION
 MB2574
 MB2574'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2574'THE STATION IS ABOUT 5-3/4 MILES NORTHEAST OF KENT, 4 MILES
 MB2574'SOUTHWEST OF SHALERSVILLE, 2-1/4 MILES NORTHWEST OF RAVENNA,
 MB2574'AND ON THE RIGHT-OF-WAY OF INFIRMARY ROAD, COUNTY HIGHWAY 164.
 MB2574'
 MB2574'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2574'AND 44 NORTH OF RAVENNA, GO WEST ON STATE
 MB2574'ROUTE 14 FOR 0.85 MILE TO THE INTERSECTION OF INFIRMARY ROAD.
 MB2574'TURN RIGHT AND GO NORTH ON INFIRMARY ROAD FOR 0.4 MILE TO
 MB2574'AZIMUTH MARK 83 206 2 P CO ON THE RIGHT.  CONTINUE NORTH ON
 MB2574'INFIRMARY ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 MB2574'
 MB2574'STATION MARKS, STAMPED---83-206-1 1977---, ARE PORTAGE COUNTY
 MB2574'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2574'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2574'SURFACE.  IT IS 127.3 FEET SOUTH OF TELEPHONE AND POWER
 MB2574'POLE NUMBER 19/20, 48.5 FEET NORTH OF TELEPHONE AND
 MB2574'POWER POLE NUMBER 9, AND 20.8 FEET WEST OF THE CENTERLINE
 MB2574'OF INFIRMARY ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MB2574'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2574'
 MB2574'AZIMUTH MARK 83 206 2 P CO, STAMPED---83-206-2 1977---, IS A
 MB2574'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2574'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2574'SURFACE.  IT IS 55.5 FEET SOUTHEAST OF TELEPHONE AND POWER
 MB2574'POLE NUMBER 19/15, 21.1 FEET SOUTHWEST OF A 12-INCH MAPLE TREE,
 MB2574'19.0 FEET NORTHWEST OF A 12-INCH MAPLE TREE, AND 19.0 FEET EAST
 MB2574'OF THE CENTERLINE OF INFIRMARY ROAD.
 MB2574'
 MB2574'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2574'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2574'STATION 83 317 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2574'
 MB2574'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2573 ***********************************************************************
 MB2573  DESIGNATION -  83 206 2 P CO
 MB2573  PID         -  MB2573
 MB2573  STATE/COUNTY-  OH/PORTAGE
 MB2573  USGS QUAD   -  KENT (1994)
 MB2573
 MB2573                         *CURRENT SURVEY CONTROL
 MB2573  ___________________________________________________________________
 MB2573* NAD 83(1995)-  41 11 07.70166(N)    081 15 45.23787(W)     ADJUSTED  
 MB2573* NAVD 88     -       348.8    (meters)    1144.     (feet)  VERTCON   
 MB2573  ___________________________________________________________________
 MB2573  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 MB2573  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB2573
 MB2573  HORZ ORDER  -  SECOND
 MB2573
 MB2573.The horizontal coordinates were established by classical geodetic methods
 MB2573.and adjusted by the National Geodetic Survey in April 1998..
 MB2573
 MB2573.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2573
 MB2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2573
 MB2573.The geoid height was determined by GEOID03.
 MB2573
 MB2573;                    North         East     Units Scale Factor Converg.
 MB2573;SPC OH N     -   169,394.101   703,809.754   MT  0.99994125   +0 48 46.6
 MB2573;UTM  17      - 4,559,379.846   477,979.798   MT  0.99960597   -0 10 22.4
 MB2573
 MB2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2573!SPC OH N     -   0.99995056  x   0.99994125  =   0.99989181
 MB2573!UTM  17      -   0.99995056  x   0.99960597  =   0.99955655
 MB2573
 MB2573                          SUPERSEDED SURVEY CONTROL
 MB2573
 MB2573  NAD 83(1986)-  41 11 07.70913(N)    081 15 45.23956(W) AD(       ) 2
 MB2573  NAD 27      -  41 11 07.50513(N)    081 15 45.86706(W) AD(       ) 2
 MB2573  NGVD 29 (07/19/86)  349.0    (m)         1145.     (f) VERT ANG       
 MB2573
 MB2573.Superseded values are not recommended for survey control.
 MB2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2573.See file dsdata.txt to determine how the superseded data were derived.
 MB2573
 MB2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7798059380(NAD 83)
 MB2573_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2573+STABILITY: SURFACE MOTION
 MB2573
 MB2573  HISTORY     - Date     Condition        Report By
 MB2573  HISTORY     - 1977     MONUMENTED       OH-133
 MB2573
 MB2573                          STATION DESCRIPTION
 MB2573
 MB2573'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2573'THE STATION IS ABOUT 5-3/4 MILES NORTHEAST OF KENT, 4 MILES
 MB2573'SOUTHWEST OF SHALERSVILLE, 2-1/4 MILES NORTHWEST OF RAVENNA,
 MB2573'AND ON THE RIGHT-OF-WAY OF INFIRMARY ROAD, COUNTY HIGHWAY 164.
 MB2573'
 MB2573'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2573'AND 44 NORTH OF RAVENNA, GO WEST ON STATE
 MB2573'ROUTE 14 FOR 0.85 MILE TO THE INTERSECTION OF INFIRMARY ROAD.
 MB2573'TURN RIGHT AND GO NORTH ON INFIRMARY ROAD FOR 0.55 MILE TO THE
 MB2573'STATION ON THE LEFT.
 MB2573'
 MB2573'STATION MARK, STAMPED---83-206-2 1977---, IS A PORTAGE COUNTY
 MB2573'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2573'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 55.5 FEET
 MB2573'SOUTHEAST OF TELEPHONE AND POWER POLE NUMBER 19/15, 21.1
 MB2573'FEET SOUTHWEST OF A 12-INCH MAPLE TREE, 19.0 FEET NORTHWEST OF
 MB2573'A 12-INCH MAPLE TREE, AND 19.0 FEET EAST OF THE CENTERLINE OF
 MB2573'INFIRMARY ROAD.
 MB2573'
 MB2573'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2573'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2573'STATION 83 206 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2573'
 MB2573'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2528 ***********************************************************************
 MB2528  DESIGNATION -  83 213 1 P CO
 MB2528  PID         -  MB2528
 MB2528  STATE/COUNTY-  OH/PORTAGE
 MB2528  USGS QUAD   -  RAVENNA (1994)
 MB2528
 MB2528                         *CURRENT SURVEY CONTROL
 MB2528  ___________________________________________________________________
 MB2528* NAD 83(1995)-  41 10 57.22870(N)    081 12 52.70550(W)     ADJUSTED  
 MB2528* NAVD 88     -       332.4    (meters)    1091.     (feet)  VERTCON   
 MB2528  ___________________________________________________________________
 MB2528  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 MB2528  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2528
 MB2528  HORZ ORDER  -  SECOND
 MB2528
 MB2528.The horizontal coordinates were established by classical geodetic methods
 MB2528.and adjusted by the National Geodetic Survey in April 1998..
 MB2528
 MB2528.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2528
 MB2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2528
 MB2528.The geoid height was determined by GEOID03.
 MB2528
 MB2528;                    North         East     Units Scale Factor Converg.
 MB2528;SPC OH N     -   169,129.222   707,834.768   MT  0.99994114   +0 50 39.9
 MB2528;UTM  17      - 4,559,045.870   481,998.307   MT  0.99960399   -0 08 28.8
 MB2528
 MB2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2528!SPC OH N     -   0.99995313  x   0.99994114  =   0.99989427
 MB2528!UTM  17      -   0.99995313  x   0.99960399  =   0.99955714
 MB2528
 MB2528:                Primary Azimuth Mark                     Grid Az
 MB2528:SPC OH N     -  83 123 1 P CO                            229 56 52.9
 MB2528:UTM  17      -  83 123 1 P CO                            230 56 01.6
 MB2528
 MB2528|---------------------------------------------------------------------|
 MB2528| PID    Reference Object                     Distance      Geod. Az  |
 MB2528|                                                           dddmmss.s |
 MB2528| MB2529 83 123 1 P CO                       APPROX. 0.7 KM 2304732.8 |
 MB2528|---------------------------------------------------------------------|
 MB2528
 MB2528                          SUPERSEDED SURVEY CONTROL
 MB2528
 MB2528  NAD 83(1986)-  41 10 57.23596(N)    081 12 52.70682(W) AD(       ) 2
 MB2528  NAD 27      -  41 10 57.03239(N)    081 12 53.34130(W) AD(       ) 2
 MB2528  NGVD 29 (07/19/86)  332.6    (m)         1091.     (f) VERT ANG       
 MB2528
 MB2528.Superseded values are not recommended for survey control.
 MB2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2528.See file dsdata.txt to determine how the superseded data were derived.
 MB2528
 MB2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8199859046(NAD 83)
 MB2528_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2528+STABILITY: SURFACE MOTION
 MB2528
 MB2528  HISTORY     - Date     Condition        Report By
 MB2528  HISTORY     - 1977     MONUMENTED       OH-133
 MB2528
 MB2528                          STATION DESCRIPTION
 MB2528
 MB2528'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2528'THE STATION IS ABOUT 5-1/4 MILES SOUTHWEST OF FREEDOM, 4 MILES
 MB2528'SOUTH OF SHALERSVILLE, 3-3/4 MILES NORTHWEST OF CHARLESTOWN,
 MB2528'AND ON THE RIGHT-OF-WAY OF PECK ROAD, COUNTY HIGHWAY 167.
 MB2528'
 MB2528'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2528'AND 14 IN NORTHEAST RAVENNA, GO NORTHEAST ON STATE ROUTE 88 FOR
 MB2528'0.25 MILE TO THE INTERSECTION OF LOVERS LANE, COUNTY HIGHWAY
 MB2528'163.  (TURN RIGHT AND GO EAST FOR 0.45 MILE TO AZIMUTH MARK
 MB2528'83 123 1 P CO ON THE RIGHT, JUST BEFORE THE ERIE LACKAWANNA
 MB2528'RAILROAD TRACKS).  CONTINUE NORTHEAST ON STATE ROUTE 88 FOR 1.3
 MB2528'MILES TO THE INTERSECTION OF PECK ROAD.  TURN SHARP RIGHT AND
 MB2528'GO SOUTH FOR 0.35 MILE TO THE STATION ON THE RIGHT, JUST
 MB2528'PAST THE SAME RAILROAD TRACK.
 MB2528'
 MB2528'STATION MARKS, STAMPED---83-213-1 1977---, ARE PORTAGE COUNTY
 MB2528'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2528'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2528'SURFACE.  IT IS 60.7 FEET NORTHWEST OF TELEPHONE AND POWER POLE,
 MB2528'NUMBER 98/48, 32.3 FEET WEST OF THE CENTERLINE OF PECK ROAD,
 MB2528'AND 6.6 FEET NORTHEAST OF A TELEGRAPH POLE.  THE UNDERGROUND
 MB2528'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 MB2528'BELOW THE GROUND SURFACE.
 MB2528'
 MB2528'AZIMUTH MARK 83 123 1 P CO, STAMPED---83-123-1 1977---, IS A
 MB2528'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2528'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2528'SURFACE.  IT IS 75.5 FEET WEST-NORTHWEST OF TELEGRAPH POLE
 MB2528'NUMBER 63/1, 36.2 FEET SOUTH OF POWER POLE NUMBER 261/8,
 MB2528'19.3 FEET NORTHWEST OF THE CENTER OF THE WEST RAILROAD
 MB2528'TRACK, AND 17.0 FEET SOUTH OF THE CENTERLINE OF LOVERS LANE.
 MB2528'
 MB2528'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2528'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2528'STATION 83 215 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2528'
 MB2528'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2522 ***********************************************************************
 MB2522  DESIGNATION -  83 214 1 P CO
 MB2522  PID         -  MB2522
 MB2522  STATE/COUNTY-  OH/PORTAGE
 MB2522  USGS QUAD   -  RAVENNA (1994)
 MB2522
 MB2522                         *CURRENT SURVEY CONTROL
 MB2522  ___________________________________________________________________
 MB2522* NAD 83(1995)-  41 11 26.37153(N)    081 12 36.59099(W)     ADJUSTED  
 MB2522* NAVD 88     -       338.2    (meters)    1110.     (feet)  VERTCON   
 MB2522  ___________________________________________________________________
 MB2522  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 MB2522  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2522
 MB2522  HORZ ORDER  -  SECOND
 MB2522
 MB2522.The horizontal coordinates were established by classical geodetic methods
 MB2522.and adjusted by the National Geodetic Survey in April 1998..
 MB2522
 MB2522.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2522
 MB2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2522
 MB2522.The geoid height was determined by GEOID03.
 MB2522
 MB2522;                    North         East     Units Scale Factor Converg.
 MB2522;SPC OH N     -   170,033.651   708,196.980   MT  0.99994144   +0 50 50.5
 MB2522;UTM  17      - 4,559,943.631   482,375.898   MT  0.99960382   -0 08 18.3
 MB2522
 MB2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2522!SPC OH N     -   0.99995222  x   0.99994144  =   0.99989366
 MB2522!UTM  17      -   0.99995222  x   0.99960382  =   0.99955606
 MB2522
 MB2522:                Primary Azimuth Mark                     Grid Az
 MB2522:SPC OH N     -  83 215 1 P CO                            089 39 54.9
 MB2522:UTM  17      -  83 215 1 P CO                            090 39 03.7
 MB2522
 MB2522|---------------------------------------------------------------------|
 MB2522| PID    Reference Object                     Distance      Geod. Az  |
 MB2522|                                                           dddmmss.s |
 MB2522| MB2520 83 215 1 P CO                       APPROX. 0.7 KM 0903045.4 |
 MB2522|---------------------------------------------------------------------|
 MB2522
 MB2522                          SUPERSEDED SURVEY CONTROL
 MB2522
 MB2522  NAD 83(1986)-  41 11 26.37878(N)    081 12 36.59213(W) AD(       ) 2
 MB2522  NAD 27      -  41 11 26.17555(N)    081 12 37.22756(W) AD(       ) 2
 MB2522  NGVD 29 (07/19/86)  338.4    (m)         1110.     (f) VERT ANG       
 MB2522
 MB2522.Superseded values are not recommended for survey control.
 MB2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2522.See file dsdata.txt to determine how the superseded data were derived.
 MB2522
 MB2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8237659944(NAD 83)
 MB2522_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2522+STABILITY: SURFACE MOTION
 MB2522
 MB2522  HISTORY     - Date     Condition        Report By
 MB2522  HISTORY     - 1977     MONUMENTED       OH-133
 MB2522
 MB2522                          STATION DESCRIPTION
 MB2522
 MB2522'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2522'THE STATION IS ABOUT 3-3/4 MILES SOUTHEAST OF SHALERSVILLE,
 MB2522'3-1/4 MILES NORTHEAST OF RAVENNA, 3 MILES NORTHWEST OF
 MB2522'AUGERBURG, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2522'
 MB2522'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2522'AND 14 IN NORTHEAST RAVENNA,
 MB2522'GO NORTHEAST ON STATE ROUTE 88 FOR 1.5 MILES TO THE
 MB2522'INTERSECTION OF BEECHWOOD ROAD, COUNTY HIGHWAY 176, AND THE
 MB2522'STATION SOUTHEAST OF THE INTERSECTION IN THE ROADWAY.
 MB2522'
 MB2522'STATION MARK, STAMPED---83-214-1 1977---, IS A PORTAGE COUNTY
 MB2522'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2522'POST 6 INCHES BELOW THE ROAD SURFACE.  IT IS 79.3 FEET
 MB2522'SOUTHWEST OF TELEPHONE AND POWER POLE NUMBER 175/69, 48.9
 MB2522'FEET NORTHWEST OF TELEPHONE AND POWER POLE NUMBER 20/1, AND
 MB2522'17.6 FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 88.
 MB2522'
 MB2522'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2522'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2522'STATIONS 83 215 1 P CO AND 83 312 1 P CO CAN BE USED AS
 MB2522'AZIMUTH MARKS.
 MB2522'
 MB2522'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2520 ***********************************************************************
 MB2520  DESIGNATION -  83 215 1 P CO
 MB2520  PID         -  MB2520
 MB2520  STATE/COUNTY-  OH/PORTAGE
 MB2520  USGS QUAD   -  RAVENNA (1994)
 MB2520
 MB2520                         *CURRENT SURVEY CONTROL
 MB2520  ___________________________________________________________________
 MB2520* NAD 83(1995)-  41 11 26.17708(N)    081 12 07.96654(W)     ADJUSTED  
 MB2520* NAVD 88     -       336.0    (meters)    1102.     (feet)  VERTCON   
 MB2520  ___________________________________________________________________
 MB2520  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 MB2520  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2520
 MB2520  HORZ ORDER  -  SECOND
 MB2520
 MB2520.The horizontal coordinates were established by classical geodetic methods
 MB2520.and adjusted by the National Geodetic Survey in April 1998..
 MB2520
 MB2520.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2520
 MB2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2520
 MB2520.The geoid height was determined by GEOID03.
 MB2520
 MB2520;                    North         East     Units Scale Factor Converg.
 MB2520;SPC OH N     -   170,037.548   708,864.004   MT  0.99994143   +0 51 09.3
 MB2520;UTM  17      - 4,559,936.054   483,042.665   MT  0.99960354   -0 07 59.4
 MB2520
 MB2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2520!SPC OH N     -   0.99995257  x   0.99994143  =   0.99989400
 MB2520!UTM  17      -   0.99995257  x   0.99960354  =   0.99955612
 MB2520
 MB2520:                Primary Azimuth Mark                     Grid Az
 MB2520:SPC OH N     -  83 214 1 P CO                            269 39 55.0
 MB2520:UTM  17      -  83 214 1 P CO                            270 39 03.7
 MB2520
 MB2520|---------------------------------------------------------------------|
 MB2520| PID    Reference Object                     Distance      Geod. Az  |
 MB2520|                                                           dddmmss.s |
 MB2520| MB2522 83 214 1 P CO                       APPROX. 0.7 KM 2703104.3 |
 MB2520|---------------------------------------------------------------------|
 MB2520
 MB2520                          SUPERSEDED SURVEY CONTROL
 MB2520
 MB2520  NAD 83(1986)-  41 11 26.18425(N)    081 12 07.96768(W) AD(       ) 2
 MB2520  NAD 27      -  41 11 25.98117(N)    081 12 08.60400(W) AD(       ) 2
 MB2520  NGVD 29 (07/19/86)  336.2    (m)         1103.     (f) VERT ANG       
 MB2520
 MB2520.Superseded values are not recommended for survey control.
 MB2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2520.See file dsdata.txt to determine how the superseded data were derived.
 MB2520
 MB2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8304359936(NAD 83)
 MB2520_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2520+STABILITY: SURFACE MOTION
 MB2520
 MB2520  HISTORY     - Date     Condition        Report By
 MB2520  HISTORY     - 1977     MONUMENTED       OH-133
 MB2520
 MB2520                          STATION DESCRIPTION
 MB2520
 MB2520'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2520'THE STATION IS ABOUT 3-3/4 MILES SOUTHEAST OF SHALERSVILLE,
 MB2520'3-1/4 MILES NORTHEAST OF RAVENNA, 3-1/2 MILES
 MB2520'NORTHWEST OF CHARLESTOWN, AND ON THE RIGHT-OF-WAY OF BEECHWOOD
 MB2520'ROAD, COUNTY HIGHWAY 176.
 MB2520'
 MB2520'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2520'AND 14 IN NORTHEAST RAVENNA, GO NORTHEAST ON STATE ROUTE 88 FOR
 MB2520'1.65 MILES TO THE INTERSECTION OF BEECHWOOD ROAD.  TURN RIGHT ON
 MB2520'BEECHWOOD ROAD AND GO EAST FOR 0.5 MILE TO THE STATION ON THE
 MB2520'RIGHT, JUST BEFORE THE RAILROAD TRACKS.
 MB2520'
 MB2520'STATION MARK, STAMPED---83-215-1 1977---, IS A PORTAGE COUNTY
 MB2520'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2520'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 66.9 FEET
 MB2520'SOUTHWEST OF A POWER POLE, 30.8 FEET WEST OF TELEPHONE POLE
 MB2520'NUMBER 20/9, 15.3 FEET SOUTH OF THE CENTERLINE OF BEECHWOOD
 MB2520'ROAD.
 MB2520'
 MB2520'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2520'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2520'
 MB2520'STATIONS 83 214 1 P CO AND 83 213 1 P CO CAN BE USED AS
 MB2520'AZIMUTH MARKS.
 MB2520'
 MB2520'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2585 ***********************************************************************
 MB2585  DESIGNATION -  83 301 1 P CO
 MB2585  PID         -  MB2585
 MB2585  STATE/COUNTY-  OH/PORTAGE
 MB2585  USGS QUAD   -  KENT (1994)
 MB2585
 MB2585                         *CURRENT SURVEY CONTROL
 MB2585  ___________________________________________________________________
 MB2585* NAD 83(1995)-  41 11 58.04299(N)    081 17 47.13541(W)     ADJUSTED  
 MB2585* NAVD 88     -       338.     (meters)    1109.     (feet)  VERTCON   
 MB2585  ___________________________________________________________________
 MB2585  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 MB2585  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB2585
 MB2585  HORZ ORDER  -  SECOND
 MB2585
 MB2585.The horizontal coordinates were established by classical geodetic methods
 MB2585.and adjusted by the National Geodetic Survey in April 1998..
 MB2585
 MB2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2585
 MB2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2585
 MB2585.The geoid height was determined by GEOID03.
 MB2585
 MB2585;                    North         East     Units Scale Factor Converg.
 MB2585;SPC OH N     -   170,907.108   700,947.917   MT  0.99994178   +0 47 26.5
 MB2585;UTM  17      - 4,560,941.347   475,145.367   MT  0.99960760   -0 11 42.9
 MB2585
 MB2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2585!SPC OH N     -   0.99995228  x   0.99994178  =   0.99989407
 MB2585!UTM  17      -   0.99995228  x   0.99960760  =   0.99955990
 MB2585
 MB2585                          SUPERSEDED SURVEY CONTROL
 MB2585
 MB2585  NAD 83(1986)-  41 11 58.05085(N)    081 17 47.13634(W) AD(       ) 2
 MB2585  NAD 27      -  41 11 57.84718(N)    081 17 47.75975(W) AD(       ) 2
 MB2585  NGVD 29 (07/19/86)  338.     (m)         1109.     (f) VERT ANG       
 MB2585
 MB2585.Superseded values are not recommended for survey control.
 MB2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2585.See file dsdata.txt to determine how the superseded data were derived.
 MB2585
 MB2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7514560941(NAD 83)
 MB2585_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2585+STABILITY: SURFACE MOTION
 MB2585
 MB2585  HISTORY     - Date     Condition        Report By
 MB2585  HISTORY     - 1977     MONUMENTED       OH-133
 MB2585
 MB2585                          STATION DESCRIPTION
 MB2585
 MB2585'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2585'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF KENT, 4-1/2 MILES
 MB2585'SOUTHWEST OF SHALERSVILLE, 4 MILES NORTHWEST OF RAVENNA, AND ON
 MB2585'THE RIGHT-OF-WAY OF STATE ROUTE 14.
 MB2585'
 MB2585'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2585'AND 44 NORTH OF RAVENNA, GO WEST THEN NORTHWEST
 MB2585'ON STATE ROUTE 14 FOR 3.15 MILES TO THE STATION ON THE
 MB2585'LEFT.
 MB2585'
 MB2585'STATION MARK, STAMPED---83-301-1 1977---, IS A PORTAGE COUNTY
 MB2585'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2585'POST THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2585'125.9 FEET NORTH-NORTHWEST OF THE SOUTHERN MOST 36-INCH MAPLE
 MB2585'TREE IN A ROW OF FIVE, 74.7 FEET WEST-SOUTHWEST OF THE
 MB2585'NORTHWEST CORNER OF A BARN, 44.4 FEET NORTH OF THE FIRST
 MB2585'24-INCH MAPLE TREE IN THE TREE ROW, AND 30.0 FEET
 MB2585'WEST-SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 14.
 MB2585'
 MB2585'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2585'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2585'STATION 84 101 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2585'
 MB2585'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2590 ***********************************************************************
 MB2590  DESIGNATION -  83 301 2 P CO
 MB2590  PID         -  MB2590
 MB2590  STATE/COUNTY-  OH/PORTAGE
 MB2590  USGS QUAD   -  KENT (1994)
 MB2590
 MB2590                         *CURRENT SURVEY CONTROL
 MB2590  ___________________________________________________________________
 MB2590* NAD 83(1995)-  41 12 08.67051(N)    081 17 58.31901(W)     ADJUSTED  
 MB2590* NAVD 88     -       348.     (meters)    1142.     (feet)  VERTCON   
 MB2590  ___________________________________________________________________
 MB2590  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 MB2590  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2590
 MB2590  HORZ ORDER  -  SECOND
 MB2590
 MB2590.The horizontal coordinates were established by classical geodetic methods
 MB2590.and adjusted by the National Geodetic Survey in April 1998..
 MB2590
 MB2590.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2590
 MB2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2590
 MB2590.The geoid height was determined by GEOID03.
 MB2590
 MB2590;                    North         East     Units Scale Factor Converg.
 MB2590;SPC OH N     -   171,231.319   700,682.864   MT  0.99994190   +0 47 19.1
 MB2590;UTM  17      - 4,561,269.961   474,886.018   MT  0.99960776   -0 11 50.3
 MB2590
 MB2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2590!SPC OH N     -   0.99995072  x   0.99994190  =   0.99989262
 MB2590!UTM  17      -   0.99995072  x   0.99960776  =   0.99955849
 MB2590
 MB2590                          SUPERSEDED SURVEY CONTROL
 MB2590
 MB2590  NAD 83(1986)-  41 12 08.67842(N)    081 17 58.31987(W) AD(       ) 2
 MB2590  NAD 27      -  41 12 08.47483(N)    081 17 58.94298(W) AD(       ) 2
 MB2590  NGVD 29 (07/19/86)  348.     (m)         1142.     (f) VERT ANG       
 MB2590
 MB2590.Superseded values are not recommended for survey control.
 MB2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2590.See file dsdata.txt to determine how the superseded data were derived.
 MB2590
 MB2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7488661270(NAD 83)
 MB2590_MARKER: Z = SEE DESCRIPTION
 MB2590_SETTING: 0 = UNSPECIFIED SETTING
 MB2590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2590
 MB2590  HISTORY     - Date     Condition        Report By
 MB2590  HISTORY     - 1977     MONUMENTED       OH-133
 MB2590
 MB2590                          STATION DESCRIPTION
 MB2590
 MB2590'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2590'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF RAVENNA, 4-1/2
 MB2590'MILES SOUTHWEST OF SHALERSVILLE, 3-3/4 MILES SOUTHEAST OF
 MB2590'STREETSBORO, AND ON THE RIGHT-OF-WAY OF LAKE ROCKWELL ROAD,
 MB2590'COUNTY HIGHWAY 154.
 MB2590'
 MB2590'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2590'AND 44 NORTH OF RAVENNA, GO WEST THEN
 MB2590'NORTHWEST ON STATE ROUTE 14 FOR 3.4 MILES TO THE INTERSECTION
 MB2590'OF LAKE ROCKWELL ROAD.  TURN LEFT AND GO WEST ON LAKE ROCKWELL
 MB2590'ROAD FOR 319 FEET TO THE STATION IN THE
 MB2590'ROADWAY.
 MB2590'
 MB2590'STATION MARK IS A 6-INCH SQUARE STONE WITH A SPLIT IN THE
 MB2590'TOP SURFACE AND 1.85 FEET BELOW THE ROAD SURFACE.
 MB2590'IT IS 97.49 FEET WEST-NORTHWEST OF A NAIL IN A BOTTLE CAP
 MB2590'ON TELEPHONE AND POWER POLE NUMBER RAT 3145, 90.2 FEET
 MB2590'WEST-SOUTHWEST OF A BRIDGE SPIKE 18 INCHES ABOVE GROUND
 MB2590'IN A 36-INCH MAPLE TREE, 79.03 FEET SOUTHWEST OF THE NORTHWEST
 MB2590'CORNER OF A BROWN STONE CEMETERY MONUMENT LETTERED MOTHER,
 MB2590'24.73 FEET SOUTH-SOUTHWEST OF A BRIDGE SPIKE 14 INCHES ABOVE
 MB2590'GROUND IN A 36-INCH MAPLE TREE, AND 5.9 FEET NORTH
 MB2590'OF THE CENTERLINE OF LAKE ROCKWELL ROAD.
 MB2590'
 MB2590'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2590'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2590'
 MB2590'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2579 ***********************************************************************
 MB2579  DESIGNATION -  83 302 1 P CO
 MB2579  PID         -  MB2579
 MB2579  STATE/COUNTY-  OH/PORTAGE
 MB2579  USGS QUAD   -  KENT (1994)
 MB2579
 MB2579                         *CURRENT SURVEY CONTROL
 MB2579  ___________________________________________________________________
 MB2579* NAD 83(1995)-  41 12 08.18446(N)    081 16 58.86169(W)     ADJUSTED  
 MB2579* NAVD 88     -       338.     (meters)    1109.     (feet)  VERTCON   
 MB2579  ___________________________________________________________________
 MB2579  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 MB2579  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2579
 MB2579  HORZ ORDER  -  SECOND
 MB2579
 MB2579.The horizontal coordinates were established by classical geodetic methods
 MB2579.and adjusted by the National Geodetic Survey in April 1998..
 MB2579
 MB2579.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2579
 MB2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2579
 MB2579.The geoid height was determined by GEOID03.
 MB2579
 MB2579;                    North         East     Units Scale Factor Converg.
 MB2579;SPC OH N     -   171,235.525   702,068.170   MT  0.99994189   +0 47 58.2
 MB2579;UTM  17      - 4,561,250.336   476,270.728   MT  0.99960693   -0 11 11.1
 MB2579
 MB2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2579!SPC OH N     -   0.99995228  x   0.99994189  =   0.99989418
 MB2579!UTM  17      -   0.99995228  x   0.99960693  =   0.99955923
 MB2579
 MB2579                          SUPERSEDED SURVEY CONTROL
 MB2579
 MB2579  NAD 83(1986)-  41 12 08.19214(N)    081 16 58.86255(W) AD(       ) 2
 MB2579  NAD 27      -  41 12 07.98873(N)    081 16 59.48758(W) AD(       ) 2
 MB2579  NGVD 29 (07/19/86)  338.     (m)         1109.     (f) VERT ANG       
 MB2579
 MB2579.Superseded values are not recommended for survey control.
 MB2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2579.See file dsdata.txt to determine how the superseded data were derived.
 MB2579
 MB2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7627161250(NAD 83)
 MB2579_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2579+STABILITY: SURFACE MOTION
 MB2579
 MB2579  HISTORY     - Date     Condition        Report By
 MB2579  HISTORY     - 1977     MONUMENTED       OH-133
 MB2579
 MB2579                          STATION DESCRIPTION
 MB2579
 MB2579'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2579'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF KENT, 3-3/4 MILES
 MB2579'SOUTHWEST OF SHALERSVILLE, 3-3/4 MILES NORTHWEST OF RAVENNA,
 MB2579'AND ON THE RIGHT-OF-WAY OF LAKE ROCKWELL ROAD, COUNTY HIGHWAY
 MB2579'154.
 MB2579'
 MB2579'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2579'AND 44 NORTH OF RAVENNA, GO WEST THEN
 MB2579'NORTHWEST ON STATE ROUTE 14 FOR 3.4 MILES TO THE INTERSECTION
 MB2579'OF LAKE ROCKWELL ROAD.  TURN RIGHT AND GO EAST ON LAKE ROCKWELL
 MB2579'ROAD FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 MB2579'
 MB2579'STATION MARK, STAMPED---83-302-1 1977---, IS A PORTAGE COUNTY
 MB2579'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2579'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 115.6 FEET
 MB2579'NORTHWEST OF A 30-INCH MAPLE TREE, 50.7 FEET NORTHEAST OF THE
 MB2579'NORTHWEST CORNER OF A BARN, 10.8 FEET SOUTH OF THE
 MB2579'CENTERLINE OF LAKE ROCKWELL ROAD.
 MB2579'
 MB2579'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2579'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2579'STATION 84 101 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2579'
 MB2579'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2570 ***********************************************************************
 MB2570  DESIGNATION -  83 304 1 P CO
 MB2570  PID         -  MB2570
 MB2570  STATE/COUNTY-  OH/PORTAGE
 MB2570  USGS QUAD   -  KENT (1994)
 MB2570
 MB2570                         *CURRENT SURVEY CONTROL
 MB2570  ___________________________________________________________________
 MB2570* NAD 83(1995)-  41 11 59.99437(N)    081 15 43.81766(W)     ADJUSTED  
 MB2570* NAVD 88     -       354.3    (meters)    1162.     (feet)  VERTCON   
 MB2570  ___________________________________________________________________
 MB2570  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 MB2570  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2570
 MB2570  HORZ ORDER  -  SECOND
 MB2570
 MB2570.The horizontal coordinates were established by classical geodetic methods
 MB2570.and adjusted by the National Geodetic Survey in April 1998..
 MB2570
 MB2570.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2570
 MB2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2570
 MB2570.The geoid height was determined by GEOID03.
 MB2570
 MB2570;                    North         East     Units Scale Factor Converg.
 MB2570;SPC OH N     -   171,007.510   703,819.954   MT  0.99994180   +0 48 47.5
 MB2570;UTM  17      - 4,560,992.299   478,017.743   MT  0.99960595   -0 10 21.7
 MB2570
 MB2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2570!SPC OH N     -   0.99994969  x   0.99994180  =   0.99989150
 MB2570!UTM  17      -   0.99994969  x   0.99960595  =   0.99955566
 MB2570
 MB2570|---------------------------------------------------------------------|
 MB2570| PID    Reference Object                     Distance      Geod. Az  |
 MB2570|                                                           dddmmss.s |
 MB2570| MB2568 84 080 2 P CO                       261.693 METERS 01558     |
 MB2570| MB2571 83 317 2 P CO                       494.543 METERS 1815807.5 |
 MB2570|---------------------------------------------------------------------|
 MB2570
 MB2570                          SUPERSEDED SURVEY CONTROL
 MB2570
 MB2570  NAD 83(1986)-  41 12 00.00186(N)    081 15 43.81909(W) AD(       ) 2
 MB2570  NAD 27      -  41 11 59.79833(N)    081 15 44.44702(W) AD(       ) 2
 MB2570  NGVD 29 (07/19/86)  354.5    (m)         1163.     (f) VERT ANG       
 MB2570
 MB2570.Superseded values are not recommended for survey control.
 MB2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2570.See file dsdata.txt to determine how the superseded data were derived.
 MB2570
 MB2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7801860992(NAD 83)
 MB2570_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2570+STABILITY: SURFACE MOTION
 MB2570
 MB2570  HISTORY     - Date     Condition        Report By
 MB2570  HISTORY     - 1977     MONUMENTED       OH-133
 MB2570
 MB2570                          STATION DESCRIPTION
 MB2570
 MB2570'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2570'THE STATION IS ABOUT 5-1/4 MILES SOUTHEAST OF STREETSBORO,
 MB2570'3-1/4 MILES NORTH-NORTHWEST OF RAVENNA, 3-1/4 MILES
 MB2570'SOUTH-SOUTHWEST OF SHALERSVILLE, AND ON THE RIGHT-OF-WAY
 MB2570'OF INFIRMARY ROAD, COUNTY HIGHWAY 164.
 MB2570'
 MB2570'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2570'AND 44 NORTH OF RAVENNA, GO WEST ON STATE
 MB2570'ROUTE 14 FOR 0.85 MILE TO THE INTERSECTION OF INFIRMARY ROAD.
 MB2570'TURN RIGHT AND GO NORTH ON INFIRMARY ROAD FOR 1.4 MILES TO THE
 MB2570'STATION ON THE LEFT.
 MB2570'
 MB2570'STATION MARK, STAMPED---83-304-1 1977---, IS A PORTAGE COUNTY
 MB2570'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2570'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 96.0 FEET
 MB2570'SOUTHWEST OF A 20-INCH PINE TREE, 91.9 FEET WEST-SOUTHWEST OF
 MB2570'THE SOUTHWEST CORNER OF A HOUSE, ADDRESS NUMBER 7700, 73.4 FEET
 MB2570'SOUTHWEST OF A 20-INCH ELM TREE, AND 12.0 FEET WEST OF THE
 MB2570'CENTERLINE OF INFIRMARY ROAD.
 MB2570'
 MB2570'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2570'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2570'STATIONS 84 080 2 P CO AND 83 317 2 P CO CAN BE USED AS
 MB2570'AZIMUTH MARKS.
 MB2570'
 MB2570'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2559 ***********************************************************************
 MB2559  DESIGNATION -  83 305 1 P CO
 MB2559  PID         -  MB2559
 MB2559  STATE/COUNTY-  OH/PORTAGE
 MB2559  USGS QUAD   -  KENT (1994)
 MB2559
 MB2559                         *CURRENT SURVEY CONTROL
 MB2559  ___________________________________________________________________
 MB2559* NAD 83(1995)-  41 12 07.54797(N)    081 15 03.47887(W)     ADJUSTED  
 MB2559* NAVD 88     -       359.8    (meters)    1180.     (feet)  VERTCON   
 MB2559  ___________________________________________________________________
 MB2559  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MB2559  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2559
 MB2559  HORZ ORDER  -  SECOND
 MB2559
 MB2559.The horizontal coordinates were established by classical geodetic methods
 MB2559.and adjusted by the National Geodetic Survey in April 1998..
 MB2559
 MB2559.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2559
 MB2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2559
 MB2559.The geoid height was determined by GEOID03.
 MB2559
 MB2559;                    North         East     Units Scale Factor Converg.
 MB2559;SPC OH N     -   171,253.896   704,756.364   MT  0.99994188   +0 49 14.0
 MB2559;UTM  17      - 4,561,222.459   478,957.938   MT  0.99960545   -0 09 55.1
 MB2559
 MB2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2559!SPC OH N     -   0.99994883  x   0.99994188  =   0.99989072
 MB2559!UTM  17      -   0.99994883  x   0.99960545  =   0.99955430
 MB2559
 MB2559:                Primary Azimuth Mark                     Grid Az
 MB2559:SPC OH N     -  83 306 2 P CO                            089 33 00.1
 MB2559:UTM  17      -  83 306 2 P CO                            090 32 09.2
 MB2559
 MB2559|---------------------------------------------------------------------|
 MB2559| PID    Reference Object                     Distance      Geod. Az  |
 MB2559|                                                           dddmmss.s |
 MB2559| MB2544 83 306 2 P CO                       APPROX. 0.6 KM 0902214.1 |
 MB2559|---------------------------------------------------------------------|
 MB2559
 MB2559                          SUPERSEDED SURVEY CONTROL
 MB2559
 MB2559  NAD 83(1986)-  41 12 07.55531(N)    081 15 03.48040(W) AD(       ) 2
 MB2559  NAD 27      -  41 12 07.35190(N)    081 15 04.10984(W) AD(       ) 2
 MB2559  NGVD 29 (07/19/86)  360.0    (m)         1181.     (f) VERT ANG       
 MB2559
 MB2559.Superseded values are not recommended for survey control.
 MB2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2559.See file dsdata.txt to determine how the superseded data were derived.
 MB2559
 MB2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7895861222(NAD 83)
 MB2559_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2559+STABILITY: SURFACE MOTION
 MB2559
 MB2559  HISTORY     - Date     Condition        Report By
 MB2559  HISTORY     - 1977     MONUMENTED       OH-133
 MB2559
 MB2559                          STATION DESCRIPTION
 MB2559
 MB2559'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2559'THE STATION IS ABOUT 6-3/4 MILES NORTHEAST OF KENT, 6-1/4
 MB2559'MILES NORTHWEST OF CHARLESTOWN, 2-3/4 MILES
 MB2559'SOUTH-SOUTHWEST OF SHALERSVILLE, AND ON THE RIGHT-OF-WAY OF
 MB2559'LAKE ROCKWELL ROAD, COUNTY HIGHWAY 154.
 MB2559'
 MB2559'TO REACH THE STATION FROM THE INTERSECTION OF
 MB2559'STATE ROUTES 59 AND 44 IN
 MB2559'RAVENNA, GO NORTH ON STATE ROUTE 44 FOR 2.9 MILES TO THE
 MB2559'INTERSECTION OF LAKE ROCKWELL ROAD.  TURN LEFT ON LAKE ROCKWELL
 MB2559'ROAD AND GO WEST FOR 0.25 MILE TO THE STATION ON THE LEFT.
 MB2559'
 MB2559'STATION MARK, STAMPED---83-305-1 1977---, IS A PORTAGE COUNTY
 MB2559'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2559'POST THAT IS 10 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2559'74.0 FEET SOUTHWEST OF A CORNER FENCE POST, 64.0 FEET SOUTH-
 MB2559'SOUTHWEST OF A LARGE ROCK 5 FEET IN DIAMETER AND 3 FEET HIGH,
 MB2559'35.3 FEET SOUTH OF TELEPHONE AND POWER POLE NUMBER 82238,
 MB2559'AND 13.0 FEET SOUTH OF THE CENTERLINE OF LAKE ROCKWELL ROAD.
 MB2559'
 MB2559'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2559'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2559'STATIONS 84 080 2 P CO AND 83 306 2 P CO CAN BE USED AS
 MB2559'AZIMUTH MARKS.
 MB2559'
 MB2559'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2539 ***********************************************************************
 MB2539  DESIGNATION -  83 306 1 P CO
 MB2539  PID         -  MB2539
 MB2539  STATE/COUNTY-  OH/PORTAGE
 MB2539  USGS QUAD   -  RAVENNA (1994)
 MB2539
 MB2539                         *CURRENT SURVEY CONTROL
 MB2539  ___________________________________________________________________
 MB2539* NAD 83(1995)-  41 12 07.29330(N)    081 14 24.80370(W)     ADJUSTED  
 MB2539* NAVD 88     -       364.0    (meters)    1194.     (feet)  VERTCON   
 MB2539  ___________________________________________________________________
 MB2539  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 MB2539  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2539
 MB2539  HORZ ORDER  -  SECOND
 MB2539
 MB2539.The horizontal coordinates were established by classical geodetic methods
 MB2539.and adjusted by the National Geodetic Survey in April 1998..
 MB2539
 MB2539.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2539
 MB2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2539
 MB2539.The geoid height was determined by GEOID03.
 MB2539
 MB2539;                    North         East     Units Scale Factor Converg.
 MB2539;SPC OH N     -   171,259.000   705,657.439   MT  0.99994188   +0 49 39.4
 MB2539;UTM  17      - 4,561,212.063   479,858.663   MT  0.99960499   -0 09 29.7
 MB2539
 MB2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2539!SPC OH N     -   0.99994817  x   0.99994188  =   0.99989006
 MB2539!UTM  17      -   0.99994817  x   0.99960499  =   0.99955318
 MB2539
 MB2539                          SUPERSEDED SURVEY CONTROL
 MB2539
 MB2539  NAD 83(1986)-  41 12 07.30056(N)    081 14 24.80535(W) AD(       ) 2
 MB2539  NAD 27      -  41 12 07.09716(N)    081 14 25.43614(W) AD(       ) 2
 MB2539  NGVD 29 (07/19/86)  364.2    (m)         1195.     (f) VERT ANG       
 MB2539
 MB2539.Superseded values are not recommended for survey control.
 MB2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2539.See file dsdata.txt to determine how the superseded data were derived.
 MB2539
 MB2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7985961212(NAD 83)
 MB2539_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2539+STABILITY: SURFACE MOTION
 MB2539
 MB2539  HISTORY     - Date     Condition        Report By
 MB2539  HISTORY     - 1977     MONUMENTED       OH-133
 MB2539
 MB2539                          STATION DESCRIPTION
 MB2539
 MB2539'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2539'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF STREETSBORO,
 MB2539'3 MILES NORTH OF RAVENNA, 2-3/4 MILES SOUTH OF SHALERSVILLE,
 MB2539'AND ON THE RIGHT-OF-WAY OF LAKE ROCKWELL ROAD, COUNTY
 MB2539'HIGHWAY 154.
 MB2539'
 MB2539'TO REACH THE STATION FROM THE INTERSECTION OF
 MB2539'STATE ROUTES 59 AND 44 IN RAVENNA, GO NORTH
 MB2539'ON STATE ROUTE 44 FOR 2.9 MILES TO THE INTERSECTION OF LAKE
 MB2539'ROCKWELL ROAD.  TURN RIGHT AND GO EAST FOR 0.3 MILE TO THE
 MB2539'STATION ON THE RIGHT.
 MB2539'
 MB2539'STATION MARK, STAMPED---83-306-1 1977---, IS A PORTAGE COUNTY
 MB2539'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2539'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 68.0 FEET
 MB2539'SOUTHEAST OF A 24-INCH MAPLE TREE, 63.5 FEET EAST OF
 MB2539'TELEPHONE AND POWER POLE NUMBER 78260, 59.4 FEET
 MB2539'SOUTH-SOUTHEAST OF A 12-INCH MAPLE TREE, 56.4 FEET SOUTH
 MB2539'OF UTILITY POLE NUMBER 38-1, AND 16.0 FEET SOUTH OF THE
 MB2539'CENTERLINE OF LAKE ROCKWELL ROAD.
 MB2539'
 MB2539'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2539'LIGHT ABOVE STATION MARK WAS 2.4 METERS.
 MB2539'STATION 83 306 2 P CO CAN BE USED AS AN
 MB2539'AZIMUTH MARK.
 MB2539'
 MB2539'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2544 ***********************************************************************
 MB2544  DESIGNATION -  83 306 2 P CO
 MB2544  PID         -  MB2544
 MB2544  STATE/COUNTY-  OH/PORTAGE
 MB2544  USGS QUAD   -  RAVENNA (1994)
 MB2544
 MB2544                         *CURRENT SURVEY CONTROL
 MB2544  ___________________________________________________________________
 MB2544* NAD 83(1995)-  41 12 07.42077(N)    081 14 37.60530(W)     ADJUSTED  
 MB2544* NAVD 88     -       360.9    (meters)    1184.     (feet)  VERTCON   
 MB2544  ___________________________________________________________________
 MB2544  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 MB2544  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2544
 MB2544  HORZ ORDER  -  SECOND
 MB2544
 MB2544.The horizontal coordinates were established by classical geodetic methods
 MB2544.and adjusted by the National Geodetic Survey in April 1998..
 MB2544
 MB2544.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2544
 MB2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2544
 MB2544.The geoid height was determined by GEOID03.
 MB2544
 MB2544;                    North         East     Units Scale Factor Converg.
 MB2544;SPC OH N     -   171,258.630   705,359.161   MT  0.99994188   +0 49 31.0
 MB2544;UTM  17      - 4,561,216.823   479,560.524   MT  0.99960514   -0 09 38.1
 MB2544
 MB2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2544!SPC OH N     -   0.99994866  x   0.99994188  =   0.99989054
 MB2544!UTM  17      -   0.99994866  x   0.99960514  =   0.99955382
 MB2544
 MB2544|---------------------------------------------------------------------|
 MB2544| PID    Reference Object                     Distance      Geod. Az  |
 MB2544|                                                           dddmmss.s |
 MB2544| MB2538 RAVENNA CBL 1401                    353.593 METERS 08822     |
 MB2544| MB2539 83 306 1 P CO                       298.295 METERS 09045     |
 MB2544| MB2537 RAVENNA GE RAD MAST                 APPROX. 3.1 KM 1710554.6 |
 MB2544| MB2559 83 305 1 P CO                       APPROX. 0.6 KM 2702231.1 |
 MB2544|---------------------------------------------------------------------|
 MB2544
 MB2544                          SUPERSEDED SURVEY CONTROL
 MB2544
 MB2544  NAD 83(1986)-  41 12 07.42804(N)    081 14 37.60699(W) AD(       ) 2
 MB2544  NAD 27      -  41 12 07.22464(N)    081 14 38.23728(W) AD(       ) 2
 MB2544  NGVD 29 (07/19/86)  361.1    (m)         1185.     (f) VERT ANG       
 MB2544
 MB2544.Superseded values are not recommended for survey control.
 MB2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2544.See file dsdata.txt to determine how the superseded data were derived.
 MB2544
 MB2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7956161217(NAD 83)
 MB2544_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2544+STABILITY: SURFACE MOTION
 MB2544
 MB2544  HISTORY     - Date     Condition        Report By
 MB2544  HISTORY     - 1977     MONUMENTED       OH-133
 MB2544
 MB2544                          STATION DESCRIPTION
 MB2544
 MB2544'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2544'THE STATION IS ABOUT 5-3/4 MILES NORTHWEST OF CHARLESTOWN,
 MB2544'3 MILES NORTH OF RAVENNA, 2-1/2 MILES SOUTH OF SHALERSVILLE,
 MB2544'AND ON THE RIGHT-OF-WAY OF LAKE ROCKWELL ROAD,
 MB2544'COUNTY HIGHWAY 154.
 MB2544'
 MB2544'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2544'AND 44 IN
 MB2544'RAVENNA, GO NORTH ON STATE ROUTE 44 FOR 2.9 MILES TO THE
 MB2544'INTERSECTION OF LAKE ROCKWELL ROAD.  TURN RIGHT ON LAKE ROCKWELL
 MB2544'ROAD AND GO EAST FOR 0.2 MILE TO THE STATION ON THE RIGHT,
 MB2544'JUST OFF THE SOUTH EDGE OF PAVEMENT.
 MB2544'
 MB2544'STATION MARKS ARE PORTAGE COUNTY BRASS DISKS.  THE SURFACE DISK,
 MB2544'STAMPED---83-306-2 1977---, IS SET IN THE TOP OF A 12-INCH
 MB2544'CYLINDRICAL CONCRETE POST THAT IS 8 INCHES BELOW THE
 MB2544'GROUND SURFACE.  IT IS 49.7 FEET SOUTHWEST OF A 2-INCH MAPLE
 MB2544'TREE, 38.5 FEET SOUTH OF A 4-INCH MAPLE TREE, 37.3 FEET EAST OF
 MB2544'TELEPHONE AND POWER POLE NUMBER 264, AND 11.5 FEET SOUTH OF
 MB2544'THE CENTERLINE OF LAKE ROCKWELL ROAD.  THE UNDERGROUND DISK,
 MB2544'STAMPED---84-060-1---, IS SET IN AN IRREGULAR MASS OF
 MB2544'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2544'
 MB2544'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2544'LIGHT ABOVE STATION MARK WAS 3.4 METERS.
 MB2544'STATIONS 83 305 1 P CO, 83 306 1 P CO, AND RAVENNA 1401
 MB2544'CAN BE USED AS AZIMUTH MARKS.
 MB2544'
 MB2544'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2519 ***********************************************************************
 MB2519  DESIGNATION -  83 310 1 P CO
 MB2519  PID         -  MB2519
 MB2519  STATE/COUNTY-  OH/PORTAGE
 MB2519  USGS QUAD   -  RAVENNA (1994)
 MB2519
 MB2519                         *CURRENT SURVEY CONTROL
 MB2519  ___________________________________________________________________
 MB2519* NAD 83(1995)-  41 11 57.11945(N)    081 11 49.78773(W)     ADJUSTED  
 MB2519* NAVD 88     -       344.6    (meters)    1131.     (feet)  VERTCON   
 MB2519  ___________________________________________________________________
 MB2519  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MB2519  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2519
 MB2519  HORZ ORDER  -  SECOND
 MB2519
 MB2519.The horizontal coordinates were established by classical geodetic methods
 MB2519.and adjusted by the National Geodetic Survey in April 1998..
 MB2519
 MB2519.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2519
 MB2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2519
 MB2519.The geoid height was determined by GEOID03.
 MB2519
 MB2519;                    North         East     Units Scale Factor Converg.
 MB2519;SPC OH N     -   170,998.253   709,273.303   MT  0.99994177   +0 51 21.2
 MB2519;UTM  17      - 4,560,889.254   483,468.287   MT  0.99960336   -0 07 47.5
 MB2519
 MB2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2519!SPC OH N     -   0.99995122  x   0.99994177  =   0.99989299
 MB2519!UTM  17      -   0.99995122  x   0.99960336  =   0.99955460
 MB2519
 MB2519:                Primary Azimuth Mark                     Grid Az
 MB2519:SPC OH N     -  74 082 1 P CO                            047 39 43.6
 MB2519:UTM  17      -  74 082 1 P CO                            048 38 52.3
 MB2519
 MB2519|---------------------------------------------------------------------|
 MB2519| PID    Reference Object                     Distance      Geod. Az  |
 MB2519|                                                           dddmmss.s |
 MB2519| MB2507 74 082 1 P CO                       APPROX. 2.2 KM 0483104.8 |
 MB2519|---------------------------------------------------------------------|
 MB2519
 MB2519                          SUPERSEDED SURVEY CONTROL
 MB2519
 MB2519  NAD 83(1986)-  41 11 57.12660(N)    081 11 49.78869(W) AD(       ) 2
 MB2519  NAD 27      -  41 11 56.92386(N)    081 11 50.42597(W) AD(       ) 2
 MB2519  NGVD 29 (07/19/86)  344.8    (m)         1131.     (f) VERT ANG       
 MB2519
 MB2519.Superseded values are not recommended for survey control.
 MB2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2519.See file dsdata.txt to determine how the superseded data were derived.
 MB2519
 MB2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8346860889(NAD 83)
 MB2519_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2519+STABILITY: SURFACE MOTION
 MB2519
 MB2519  HISTORY     - Date     Condition        Report By
 MB2519  HISTORY     - 1977     MONUMENTED       OH-133
 MB2519
 MB2519                          STATION DESCRIPTION
 MB2519
 MB2519'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2519'THE STATION IS ABOUT 3-3/4 MILES SOUTHWEST OF FREEDOM, 3-1/2
 MB2519'MILES SOUTHEAST OF SHALERSVILLE, 3-1/2 MILES NORTHWEST OF
 MB2519'CHARLESTOWN, AND ON RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2519'
 MB2519'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2519'AND 88 IN NORTHEAST RAVENNA, GO NORTHEAST ON STATE ROUTE 88
 MB2519'FOR 2.1 MILES TO THE INTERSECTION OF COOLEY ROAD, TOWNSHIP
 MB2519'HIGHWAY 217.  CONTINUE NORTHEAST ON STATE ROUTE 88 FOR 0.35
 MB2519'MILE TO THE
 MB2519'STATION ON THE RIGHT.  CONTINUE NORTHEAST ON STATE ROUTE 88 FOR
 MB2519'1.05 MILES TO AZIMUTH MARK 74 082 1 P CO ON THE LEFT.
 MB2519'
 MB2519'STATION MARKS, STAMPED---83-310-1 1977---, ARE PORTAGE COUNTY
 MB2519'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2519'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2519'SURFACE, IT IS 140 FEET NORTH OF A 12-INCH MAPLE TREE,
 MB2519'91.4 FEET NORTHWEST OF THE NORTHWEST CORNER
 MB2519'OF A ONE STORY FRAME HOUSE, ADDRESS NUMBER 7644, 73 FEET EAST
 MB2519'OF A 24-INCH CATALPA TREE,
 MB2519'69.9 FEET SOUTH-SOUTHWEST OF A POWER AND TELEPHONE
 MB2519'POLE, 53.0 FEET WEST OF POWER AND TELEPHONE POLE NUMBER
 MB2519'RAT 2262, AND 19.0 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 MB2519'ROUTE 88.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MB2519'OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2519'
 MB2519'AZIMUTH MARK 74 082 1 P CO, STAMPED---74-082-1 1977---,
 MB2519'IS A PORTAGE COUNTY
 MB2519'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2519'POST SET FLUSH WITH THE GROUND SURFACE.  IT IS 115.0 FEET
 MB2519'SOUTH OF THE NORTHEAST CORNER OF A GARAGE, 81.2 FEET
 MB2519'SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY FRAME HOUSE,
 MB2519'ADDRESS NUMBER 8139, 69.5 FEET EAST OF A 28-INCH MAPLE TREE,
 MB2519'67.7 FEET WEST OF A POWER POLE, AND 19.7 FEET NORTHWEST OF THE
 MB2519'CENTERLINE OF STATE ROUTE 88.
 MB2519'
 MB2519'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2519'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2519'STATION 83 312 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2519'
 MB2519'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2521 ***********************************************************************
 MB2521  DESIGNATION -  83 312 1 P CO
 MB2521  PID         -  MB2521
 MB2521  STATE/COUNTY-  OH/PORTAGE
 MB2521  USGS QUAD   -  RAVENNA (1994)
 MB2521
 MB2521                         *CURRENT SURVEY CONTROL
 MB2521  ___________________________________________________________________
 MB2521* NAD 83(1995)-  41 11 41.84609(N)    081 12 13.63106(W)     ADJUSTED  
 MB2521* NAVD 88     -       334.7    (meters)    1098.     (feet)  VERTCON   
 MB2521  ___________________________________________________________________
 MB2521  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 MB2521  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2521
 MB2521  HORZ ORDER  -  SECOND
 MB2521
 MB2521.The horizontal coordinates were established by classical geodetic methods
 MB2521.and adjusted by the National Geodetic Survey in April 1998..
 MB2521
 MB2521.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2521
 MB2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2521
 MB2521.The geoid height was determined by GEOID03.
 MB2521
 MB2521;                    North         East     Units Scale Factor Converg.
 MB2521;SPC OH N     -   170,518.882   708,724.840   MT  0.99994160   +0 51 05.6
 MB2521;UTM  17      - 4,560,419.548   482,911.846   MT  0.99960359   -0 08 03.2
 MB2521
 MB2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2521!SPC OH N     -   0.99995277  x   0.99994160  =   0.99989437
 MB2521!UTM  17      -   0.99995277  x   0.99960359  =   0.99955638
 MB2521
 MB2521:                Primary Azimuth Mark                     Grid Az
 MB2521:SPC OH N     -  83 214 1 P CO                            227 24 34.2
 MB2521:UTM  17      -  83 214 1 P CO                            228 23 43.0
 MB2521
 MB2521|---------------------------------------------------------------------|
 MB2521| PID    Reference Object                     Distance      Geod. Az  |
 MB2521|                                                           dddmmss.s |
 MB2521| MB2522 83 214 1 P CO                       APPROX. 0.7 KM 2281539.8 |
 MB2521|---------------------------------------------------------------------|
 MB2521
 MB2521                          SUPERSEDED SURVEY CONTROL
 MB2521
 MB2521  NAD 83(1986)-  41 11 41.85329(N)    081 12 13.63211(W) AD(       ) 2
 MB2521  NAD 27      -  41 11 41.65031(N)    081 12 14.26846(W) AD(       ) 2
 MB2521  NGVD 29 (07/19/86)  334.9    (m)         1099.     (f) VERT ANG       
 MB2521
 MB2521.Superseded values are not recommended for survey control.
 MB2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2521.See file dsdata.txt to determine how the superseded data were derived.
 MB2521
 MB2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8291260420(NAD 83)
 MB2521_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2521+STABILITY: SURFACE MOTION
 MB2521
 MB2521  HISTORY     - Date     Condition        Report By
 MB2521  HISTORY     - 1977     MONUMENTED       OH-133
 MB2521
 MB2521                          STATION DESCRIPTION
 MB2521
 MB2521'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2521'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF SHALERSVILLE,
 MB2521'3-1/4 MILES NORTHEAST OF RAVENNA, 3 MILES NORTHWEST OF
 MB2521'AUGERBURG, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 88.
 MB2521'
 MB2521'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 88
 MB2521'AND 14 IN THE NORTHEAST RAVENNA,
 MB2521'GO NORTHEAST ON STATE ROUTE 88 FOR 2.0 MILES TO THE
 MB2521'INTERSECTION OF COOLEY ROAD, TOWNSHIP HIGHWAY 217, AND THE
 MB2521'STATION 100 FEET SOUTHWEST OF THE INTERSECTION.
 MB2521'
 MB2521'STATION MARK, STAMPED---83-312-1 1977---, IS A PORTAGE COUNTY
 MB2521'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2521'POST SET 4 INCHES BELOW THE GROUND SURFACE.  IT IS 79.2 FEET
 MB2521'NORTHEAST OF THE NORTHEAST CORNER OF A 1-1/2 STORY FRAME HOUSE,
 MB2521'ADDRESS NUMBER 7493, 62.5 FEET NORTHWEST OF THE NORTHWEST
 MB2521'CORNER OF A ONE STORY FRAME HOUSE, ADDRESS NUMBER 7492, 13.2
 MB2521'FEET NORTHWEST OF THE CENTER OF STATE ROUTE 88, AND 12.8 FEET
 MB2521'EAST OF A 24-INCH WALNUT TREE.
 MB2521'
 MB2521'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2521'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2521'STATIONS 83 214 1 P CO AND 83 310 1 P CO CAN BE USED AS
 MB2521'AZIMUTH MARKS.
 MB2521'
 MB2521'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2572 ***********************************************************************
 MB2572  DESIGNATION -  83 317 1 P CO
 MB2572  PID         -  MB2572
 MB2572  STATE/COUNTY-  OH/PORTAGE
 MB2572  USGS QUAD   -  KENT (1994)
 MB2572
 MB2572                         *CURRENT SURVEY CONTROL
 MB2572  ___________________________________________________________________
 MB2572* NAD 83(1995)-  41 11 27.53601(N)    081 15 44.67674(W)     ADJUSTED  
 MB2572* NAVD 88     -       351.3    (meters)    1153.     (feet)  VERTCON   
 MB2572  ___________________________________________________________________
 MB2572  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MB2572  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB2572
 MB2572  HORZ ORDER  -  SECOND
 MB2572
 MB2572.The horizontal coordinates were established by classical geodetic methods
 MB2572.and adjusted by the National Geodetic Survey in April 1998..
 MB2572
 MB2572.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2572
 MB2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2572
 MB2572.The geoid height was determined by GEOID03.
 MB2572
 MB2572;                    North         East     Units Scale Factor Converg.
 MB2572;SPC OH N     -   170,006.066   703,814.148   MT  0.99994145   +0 48 46.9
 MB2572;UTM  17      - 4,559,991.439   477,994.715   MT  0.99960596   -0 10 22.1
 MB2572
 MB2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2572!SPC OH N     -   0.99995016  x   0.99994145  =   0.99989162
 MB2572!UTM  17      -   0.99995016  x   0.99960596  =   0.99955614
 MB2572
 MB2572:                Primary Azimuth Mark                     Grid Az
 MB2572:SPC OH N     -  83 317 2 P CO                            359 31 44.9
 MB2572:UTM  17      -  83 317 2 P CO                            000 30 53.9
 MB2572
 MB2572|---------------------------------------------------------------------|
 MB2572| PID    Reference Object                     Distance      Geod. Az  |
 MB2572|                                                           dddmmss.s |
 MB2572| MB2571 83 317 2 P CO                       APPROX. 0.5 KM 0002031.8 |
 MB2572| MB2574 83 206 1 P CO                       372.105 METERS 18308     |
 MB2572|---------------------------------------------------------------------|
 MB2572
 MB2572                          SUPERSEDED SURVEY CONTROL
 MB2572
 MB2572  NAD 83(1986)-  41 11 27.54350(N)    081 15 44.67830(W) AD(       ) 2
 MB2572  NAD 27      -  41 11 27.33967(N)    081 15 45.30595(W) AD(       ) 2
 MB2572  NGVD 29 (07/19/86)  351.5    (m)         1153.     (f) VERT ANG       
 MB2572
 MB2572.Superseded values are not recommended for survey control.
 MB2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2572.See file dsdata.txt to determine how the superseded data were derived.
 MB2572
 MB2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7799559991(NAD 83)
 MB2572_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2572+STABILITY: SURFACE MOTION
 MB2572
 MB2572  HISTORY     - Date     Condition        Report By
 MB2572  HISTORY     - 1977     MONUMENTED       OH-133
 MB2572
 MB2572                          STATION DESCRIPTION
 MB2572
 MB2572'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2572'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF CHARLESTOWN,
 MB2572'3-3/4 MILES SOUTHWEST OF SHALERSVILLE, 2-1/2 MILES NORTHWEST
 MB2572'OF RAVENNA, AND ON THE RIGHT-OF-WAY OF INFIRMARY ROAD, COUNTY
 MB2572'HIGHWAY 164.
 MB2572'
 MB2572'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2572'AND 44 NORTH OF RAVENNA, GO WEST ON STATE
 MB2572'ROUTE 14 FOR 0.85 MILE TO THE INTERSECTION OF INFIRMARY ROAD.
 MB2572'TURN RIGHT AND GO NORTH ON INFIRMARY ROAD FOR 0.8 MILE TO THE
 MB2572'INTERSECTION OF DAWLEY ROAD, TOWNSHIP HIGHWAY 165, AND THE
 MB2572'STATION ON THE NORTHEAST CORNER OF THE INTERSECTION.
 MB2572'
 MB2572'STATION MARK, STAMPED---83-317-1 1977---, IS A PORTAGE COUNTY
 MB2572'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2572'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 93.3 FEET
 MB2572'EAST OF TELEPHONE AND POWER POLE NUMBER 3699, 63.7 FEET
 MB2572'NORTHEAST OF TELEPHONE AND POWER POLE NUMBER 19/30, 42.0
 MB2572'FEET WEST OF POWER POLE NUMBER 76/1, 20.5 FEET EAST OF
 MB2572'THE CENTERLINE OF INFIRMARY ROAD, AND 15.5 FEET NORTH OF
 MB2572'THE CENTERLINE OF DAWLEY ROAD.
 MB2572'
 MB2572'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2572'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2572'STATIONS 83 317 2 P CO AND 83 206 1 P CO CAN BE USED AS
 MB2572'AZIMUTH MARKS.
 MB2572'
 MB2572'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2571 ***********************************************************************
 MB2571  DESIGNATION -  83 317 2 P CO
 MB2571  PID         -  MB2571
 MB2571  STATE/COUNTY-  OH/PORTAGE
 MB2571  USGS QUAD   -  KENT (1994)
 MB2571
 MB2571                         *CURRENT SURVEY CONTROL
 MB2571  ___________________________________________________________________
 MB2571* NAD 83(1995)-  41 11 43.97294(N)    081 15 44.54678(W)     ADJUSTED  
 MB2571* NAVD 88     -       342.2    (meters)    1123.     (feet)  VERTCON   
 MB2571  ___________________________________________________________________
 MB2571  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 MB2571  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2571
 MB2571  HORZ ORDER  -  SECOND
 MB2571
 MB2571.The horizontal coordinates were established by classical geodetic methods
 MB2571.and adjusted by the National Geodetic Survey in April 1998..
 MB2571
 MB2571.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2571
 MB2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2571
 MB2571.The geoid height was determined by GEOID03.
 MB2571
 MB2571;                    North         East     Units Scale Factor Converg.
 MB2571;SPC OH N     -   170,513.097   703,809.981   MT  0.99994162   +0 48 47.0
 MB2571;UTM  17      - 4,560,498.297   477,999.271   MT  0.99960596   -0 10 22.1
 MB2571
 MB2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2571!SPC OH N     -   0.99995159  x   0.99994162  =   0.99989321
 MB2571!UTM  17      -   0.99995159  x   0.99960596  =   0.99955757
 MB2571
 MB2571:                Primary Azimuth Mark                     Grid Az
 MB2571:SPC OH N     -  83 304 1 P CO                            001 09 20.0
 MB2571:UTM  17      -  83 304 1 P CO                            002 08 29.1
 MB2571
 MB2571|---------------------------------------------------------------------|
 MB2571| PID    Reference Object                     Distance      Geod. Az  |
 MB2571|                                                           dddmmss.s |
 MB2571| MB2570 83 304 1 P CO                       494.543 METERS 0015807.0 |
 MB2571| MB2572 83 317 1 P CO                       APPROX. 0.5 KM 1802031.9 |
 MB2571|---------------------------------------------------------------------|
 MB2571
 MB2571                          SUPERSEDED SURVEY CONTROL
 MB2571
 MB2571  NAD 83(1986)-  41 11 43.98042(N)    081 15 44.54826(W) AD(       ) 2
 MB2571  NAD 27      -  41 11 43.77675(N)    081 15 45.17604(W) AD(       ) 2
 MB2571  NGVD 29 (07/19/86)  342.4    (m)         1123.     (f) VERT ANG       
 MB2571
 MB2571.Superseded values are not recommended for survey control.
 MB2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2571.See file dsdata.txt to determine how the superseded data were derived.
 MB2571
 MB2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7799960498(NAD 83)
 MB2571_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2571+STABILITY: SURFACE MOTION
 MB2571
 MB2571  HISTORY     - Date     Condition        Report By
 MB2571  HISTORY     - 1977     MONUMENTED       OH-133
 MB2571
 MB2571                          STATION DESCRIPTION
 MB2571
 MB2571'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2571'THE STATION IS ABOUT 6 MILES NORTHEAST OF KENT, 3-1/2 MILES
 MB2571'SOUTH-SOUTHWEST OF SHALERSVILLE, 2-3/4 MILES NORTH-NORTHWEST
 MB2571'OF RAVENNA, AND ON THE RIGHT-OF-WAY OF INFIRMARY ROAD, COUNTY
 MB2571'HIGHWAY 164.
 MB2571'
 MB2571'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2571'AND 44 NORTH OF RAVENNA, GO WEST ON STATE
 MB2571'ROUTE 14 FOR 0.85 MILE TO THE INTERSECTION OF INFIRMARY ROAD.
 MB2571'TURN RIGHT AND GO NORTH ON INFIRMARY ROAD FOR 0.8 MILE TO THE
 MB2571'INTERSECTION OF DAWLEY ROAD, TOWNSHIP HIGHWAY 165.  CONTINUE
 MB2571'NORTH ON INFIRMARY ROAD FOR 0.3 MILE TO THE STATION ON THE
 MB2571'LEFT.
 MB2571'
 MB2571'STATION MARK, STAMPED---83-317-2 1977---, IS A PORTAGE COUNTY
 MB2571'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2571'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 99.0 FEET
 MB2571'SOUTH OF TELEPHONE AND POWER POLE NUMBER 19/36, 45.9 FEET
 MB2571'NORTH OF TELEPHONE AND POWER POLE NUMBER 19/35, AND 11.9
 MB2571'FEET WEST OF THE CENTERLINE OF INFIRMARY ROAD.
 MB2571'
 MB2571'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2571'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2571'STATIONS 83 304 1 P CO AND 83 317 1 P CO CAN BE USED AS
 MB2571'AZIMUTH MARKS.
 MB2571'
 MB2571'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7525 ***********************************************************************
 AH7525  DESIGNATION -  83 DAW
 AH7525  PID         -  AH7525
 AH7525  STATE/COUNTY-  OH/LICKING
 AH7525  USGS QUAD   -  HOMER (1984)
 AH7525
 AH7525                         *CURRENT SURVEY CONTROL
 AH7525  ___________________________________________________________________
 AH7525* NAD 83(1995)-  40 15 23.99504(N)    082 33 14.36965(W)     ADJUSTED  
 AH7525* NAVD 88     -       321.10   (meters)    1053.5    (feet)  LEVELING  
 AH7525  ___________________________________________________________________
 AH7525  X           -     631,703.176 (meters)                     COMP
 AH7525  Y           -  -4,833,453.753 (meters)                     COMP
 AH7525  Z           -   4,099,961.811 (meters)                     COMP
 AH7525  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AH7525  ELLIP HEIGHT-         287.15  (meters)          (10/07/05) GPS OBS
 AH7525  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AH7525
 AH7525  HORZ ORDER  -  FIRST
 AH7525  VERT ORDER  -  THIRD ?
 AH7525  ELLP ORDER  -  FOURTH    CLASS II
 AH7525
 AH7525.The horizontal coordinates were established by GPS observations
 AH7525.and adjusted by the National Geodetic Survey in February 1999..
 AH7525
 AH7525.The orthometric height was determined by differential leveling.
 AH7525.The vertical network tie was performed by a horz. field party for horz.
 AH7525.obs reductions. Reset procedures were used to establish the elevation.
 AH7525
 AH7525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7525
 AH7525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7525
 AH7525.The ellipsoidal height was determined by GPS observations
 AH7525.and is referenced to NAD 83.
 AH7525
 AH7525.The geoid height was determined by GEOID03.
 AH7525
 AH7525;                    North         East     Units Scale Factor Converg.
 AH7525;SPC OH S     -   250,534.254   595,406.522   MT  1.00005183   -0 02 03.3
 AH7525;UTM  17      - 4,457,403.450   367,847.020   MT  0.99981499   -1 00 15.7
 AH7525
 AH7525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7525!SPC OH S     -   0.99995496  x   1.00005183  =   1.00000678
 AH7525!UTM  17      -   0.99995496  x   0.99981499  =   0.99976995
 AH7525
 AH7525                          SUPERSEDED SURVEY CONTROL
 AH7525
 AH7525  ELLIP H (02/25/99)  287.19   (m)                       GP(       ) 4 2
 AH7525
 AH7525.Superseded values are not recommended for survey control.
 AH7525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7525.See file dsdata.txt to determine how the superseded data were derived.
 AH7525
 AH7525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6784757403(NAD 83)
 AH7525_MARKER: DB = BENCH MARK DISK
 AH7525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7525_STAMPING: 1054 FEET 83 DAW 1959
 AH7525_MARK LOGO: USGS  
 AH7525_PROJECTION: FLUSH
 AH7525_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH7525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7525+STABILITY: SURFACE MOTION
 AH7525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7525+SATELLITE: SATELLITE OBSERVATIONS - 1959
 AH7525
 AH7525  HISTORY     - Date     Condition        Report By
 AH7525  HISTORY     - 1959     MONUMENTED       USGS
 AH7525
 AH7525                          STATION DESCRIPTION
 AH7525
 AH7525'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH7525'THE STATION IS LOCATED IN LICKING COUNTY, OHIO APPROXIMATELY 1.9 MILES
 AH7525'(3.1 KM) WEST OF THE TOWN OF HOMER.  TO REACH THE STATION FROM THE
 AH7525'INTERSECTION OF NORTH STREET (SR 661) AND HOMER ROAD (CR 19) PROCEED
 AH7525'WEST ALONG HOMER ROAD (CR 19) A DISTANCE OF 1.9 MILES (3.1 KM) TO ITS
 AH7525'INTERSECTION WITH BENNINGTON CHAPEL ROAD (CR 2) AND THE STATION ON THE
 AH7525'LEFT IN THE SOUTHEAST CORNER OF THE INTERSECTION IN A GARDEN
 AH7525'SURROUNDED BY BRICKS.  THE STATION IS A STANDARD 3 1/2 INCH U.S.
 AH7525'GEOLOGICAL BENCH MARK DISK SET IN A SQUARE CONCRETE MONUMENT
 AH7525'PROJECTING THREE INCHES ABOVE THE GROUND SURFACE STAMPED 1054 83 DAW
 AH7525'1959.  THE STATION 16.1 FEET (4.9 M) AZIMUTH 240 DEGREES TO THE
 AH7525'NORTHEAST CORNER OF A HOUSE, 129.0 FEET (39.3 M) EAST FROM THE EDGE OF
 AH7525'BENNINGHTON CHAPEL ROAD (CR 2) , AND 55.7 FEET (17.0 M) AZIMUTH 307
 AH7525'DEGREES TO A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1438 ***********************************************************************
 KY1438  DESIGNATION -  831
 KY1438  PID         -  KY1438
 KY1438  STATE/COUNTY-  OH/GUERNSEY
 KY1438  USGS QUAD   -  ANTRIM (1994)
 KY1438
 KY1438                         *CURRENT SURVEY CONTROL
 KY1438  ___________________________________________________________________
 KY1438* NAD 83(1986)-  40 02 40.     (N)    081 22 26.     (W)     SCALED    
 KY1438* NAVD 88     -       253.109  (meters)     830.41   (feet)  POSTED    
 KY1438  ___________________________________________________________________
 KY1438  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY1438  DYNAMIC HT  -         252.970 (meters)     829.95  (feet)  COMP
 KY1438  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 KY1438
 KY1438  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY1438
 KY1438.The horizontal coordinates were scaled from a topographic map and have
 KY1438.an estimated accuracy of +/- 6 seconds.
 KY1438
 KY1438.The orthometric height was determined by differential leveling
 KY1438.and adjusted by the National Geodetic Survey in 1992..
 KY1438.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY1438.rate of 0.0 thru 1.0 mm/km.
 KY1438
 KY1438.The geoid height was determined by GEOID03.
 KY1438
 KY1438.The dynamic height is computed by dividing the NAVD 88
 KY1438.geopotential number by the normal gravity value computed on the
 KY1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1438.degrees latitude (g = 980.6199 gals.).
 KY1438
 KY1438.The modeled gravity was interpolated from observed gravity values.
 KY1438
 KY1438;                    North         East    Units  Estimated Accuracy
 KY1438;SPC OH S     -   227,570.      696,100.      MT  (+/- 180 meters Scaled)
 KY1438
 KY1438                          SUPERSEDED SURVEY CONTROL
 KY1438
 KY1438  NGVD 29 (??/??/92)  253.316  (m)          831.09   (f) ADJ UNCH    2 0
 KY1438
 KY1438.Superseded values are not recommended for survey control.
 KY1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1438.See file dsdata.txt to determine how the superseded data were derived.
 KY1438
 KY1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME681327(NAD 83)
 KY1438_MARKER: DD = SURVEY DISK
 KY1438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1438_SP_SET: BRIDGE WALL
 KY1438_STAMPING: 831
 KY1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1438
 KY1438  HISTORY     - Date     Condition        Report By
 KY1438  HISTORY     - UNK      MONUMENTED       USGS
 KY1438  HISTORY     - 1934     GOOD             NGS
 KY1438
 KY1438                          STATION DESCRIPTION
 KY1438
 KY1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1438'3.8 MI E FROM OLD WASHINGTON.
 KY1438'3.8 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KY1438'OLD WASHINGTON, GUERNSEY COUNTY, ON A SECTION OF THE OLD HIGHWAY,
 KY1438'40 YARDS NORTHWEST OF THE CENTERLINE OF THE NEW HIGHWAY, 5 YARDS
 KY1438'NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, AT THE SOUTHWEST
 KY1438'END OF THE MAJOR MOORE STONE BRIDGE, IN THE TOP OF THE BASE OF
 KY1438'THE NORTHWEST WALL, AND ABOUT 6 INCHES HIGHER THAN THE OLD
 KY1438'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KY1438'STAMPED 831.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0670 ***********************************************************************
 KZ0670  DESIGNATION -  833
 KZ0670  PID         -  KZ0670
 KZ0670  STATE/COUNTY-  OH/COSHOCTON
 KZ0670  USGS QUAD   -  WARSAW (1987)
 KZ0670
 KZ0670                         *CURRENT SURVEY CONTROL
 KZ0670  ___________________________________________________________________
 KZ0670* NAD 83(1986)-  40 21 12.     (N)    082 07 10.     (W)     SCALED    
 KZ0670* NAVD 88     -       253.520  (meters)     831.76   (feet)  ADJUSTED  
 KZ0670  ___________________________________________________________________
 KZ0670  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KZ0670  DYNAMIC HT  -         253.389 (meters)     831.33  (feet)  COMP
 KZ0670  MODELED GRAV-     980,103.0   (mgal)                       NAVD 88
 KZ0670
 KZ0670  VERT ORDER  -  SECOND    CLASS 0
 KZ0670
 KZ0670.The horizontal coordinates were scaled from a topographic map and have
 KZ0670.an estimated accuracy of +/- 6 seconds.
 KZ0670
 KZ0670.The orthometric height was determined by differential leveling
 KZ0670.and adjusted by the National Geodetic Survey in June 1991..
 KZ0670
 KZ0670.The geoid height was determined by GEOID03.
 KZ0670
 KZ0670.The dynamic height is computed by dividing the NAVD 88
 KZ0670.geopotential number by the normal gravity value computed on the
 KZ0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0670.degrees latitude (g = 980.6199 gals.).
 KZ0670
 KZ0670.The modeled gravity was interpolated from observed gravity values.
 KZ0670
 KZ0670;                    North         East    Units  Estimated Accuracy
 KZ0670;SPC OH N     -    76,320.      632,330.      MT  (+/- 180 meters Scaled)
 KZ0670
 KZ0670                          SUPERSEDED SURVEY CONTROL
 KZ0670
 KZ0670  NGVD 29 (??/??/92)  253.722  (m)          832.42   (f) ADJ UNCH    2 0
 KZ0670
 KZ0670.Superseded values are not recommended for survey control.
 KZ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0670.See file dsdata.txt to determine how the superseded data were derived.
 KZ0670
 KZ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME049675(NAD 83)
 KZ0670_MARKER: DD = SURVEY DISK
 KZ0670_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0670_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0670_STAMPING: 833 OHIO
 KZ0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0670
 KZ0670  HISTORY     - Date     Condition        Report By
 KZ0670  HISTORY     - UNK      MONUMENTED       USGS
 KZ0670  HISTORY     - 1934     GOOD             NGS
 KZ0670
 KZ0670                          STATION DESCRIPTION
 KZ0670
 KZ0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0670'1.5 MI E FROM WALHONDING.
 KZ0670'1.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KZ0670'AT WALHONDING, COSHOCTON COUNTY, 102 FEET NORTH OF THE CENTERLINE
 KZ0670'OF U.S. HIGHWAY 36, 57 FEET NORTH OF THE CENTER OF AN OLD
 KZ0670'DIRT-ROAD CROSSING, 40 FEET EAST OF A POLE, 21 FEET NORTH OF
 KZ0670'THE NORTH RAIL, 2.4 FEET SOUTH OF THE FENCE LINE, AND ABOUT
 KZ0670'3 FEET ABOVE THE LEVEL OF THE TRACK.  A UNITED STATES GEOLOGICAL
 KZ0670'SURVEY STANDARD CAP, STAMPED 833 OHIO AND RIVETED ON THE TOP
 KZ0670'OF A 3-1/2-INCH IRON PIPE PROJECTING ONE FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0687 ***********************************************************************
 LA0687  DESIGNATION -  834
 LA0687  PID         -  LA0687
 LA0687  STATE/COUNTY-  OH/VAN WERT
 LA0687  USGS QUAD   -  WREN (1994)
 LA0687
 LA0687                         *CURRENT SURVEY CONTROL
 LA0687  ___________________________________________________________________
 LA0687* NAD 83(1986)-  40 51 31.     (N)    084 48 09.     (W)     SCALED    
 LA0687* NAVD 88     -       253.941  (meters)     833.14   (feet)  ADJUSTED  
 LA0687  ___________________________________________________________________
 LA0687  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LA0687  DYNAMIC HT  -         253.831 (meters)     832.78  (feet)  COMP
 LA0687  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 LA0687
 LA0687  VERT ORDER  -  SECOND    CLASS 0
 LA0687
 LA0687.The horizontal coordinates were scaled from a topographic map and have
 LA0687.an estimated accuracy of +/- 6 seconds.
 LA0687
 LA0687.The orthometric height was determined by differential leveling
 LA0687.and adjusted by the National Geodetic Survey in June 1991..
 LA0687
 LA0687.The geoid height was determined by GEOID03.
 LA0687
 LA0687.The dynamic height is computed by dividing the NAVD 88
 LA0687.geopotential number by the normal gravity value computed on the
 LA0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0687.degrees latitude (g = 980.6199 gals.).
 LA0687
 LA0687.The modeled gravity was interpolated from observed gravity values.
 LA0687
 LA0687;                    North         East    Units  Estimated Accuracy
 LA0687;SPC OH N     -   134,920.      405,900.      MT  (+/- 180 meters Scaled)
 LA0687
 LA0687                          SUPERSEDED SURVEY CONTROL
 LA0687
 LA0687  NGVD 29 (??/??/92)  254.097  (m)          833.65   (f) ADJ UNCH    2 0
 LA0687
 LA0687.Superseded values are not recommended for survey control.
 LA0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0687.See file dsdata.txt to determine how the superseded data were derived.
 LA0687
 LA0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL852253(NAD 83)
 LA0687_MARKER: P = PIPE CAP
 LA0687_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0687_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LA0687_STAMPING: OHIO 834
 LA0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0687
 LA0687  HISTORY     - Date     Condition        Report By
 LA0687  HISTORY     - UNK      MONUMENTED       USGS
 LA0687  HISTORY     - 1947     GOOD             NGS
 LA0687
 LA0687                          STATION DESCRIPTION
 LA0687
 LA0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0687'4.2 MI NW FROM MIDDLEBURY.
 LA0687'ABOUT 3.05 MILES WEST ALONG U.S. HIGHWAY 224 FROM THE CROSSROADS
 LA0687'AT MIDDLEBURY, THENCE ABOUT 1.1 MILES NORTH ALONG THE INDIANA-OHIO
 LA0687'STATE LINE ROAD, AT THE JUNCTION OF A ROAD LEADING EAST, 19 FEET
 LA0687'EAST OF THE CENTER LINE OF THE STATE LINE ROAD, 27 FEET SOUTH
 LA0687'OF THE CENTER LINE OF THE ROAD EAST, 38 FEET WEST-SOUTHWEST OF
 LA0687'POWER POLE NO. 4G 24, 14.5 FEET NORTH OF A ROUND CONCRETE GRILL
 LA0687'COVERED DRAIN, 1.3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0687'LEVEL WITH THE ROAD AND SET ON THE TOP OF A PIPE PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0976 ***********************************************************************
 JY0976  DESIGNATION -  834.17
 JY0976  PID         -  JY0976
 JY0976  STATE/COUNTY-  OH/ROSS
 JY0976  USGS QUAD   -  SOUTH SALEM (1985)
 JY0976
 JY0976                         *CURRENT SURVEY CONTROL
 JY0976  ___________________________________________________________________
 JY0976* NAD 83(1986)-  39 17 38.     (N)    083 20 25.     (W)     SCALED    
 JY0976* NAVD 88     -       254.158  (meters)     833.85   (feet)  ADJUSTED  
 JY0976  ___________________________________________________________________
 JY0976  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JY0976  DYNAMIC HT  -         254.009 (meters)     833.36  (feet)  COMP
 JY0976  MODELED GRAV-     980,036.3   (mgal)                       NAVD 88
 JY0976
 JY0976  VERT ORDER  -  SECOND    CLASS 0
 JY0976
 JY0976.The horizontal coordinates were scaled from a topographic map and have
 JY0976.an estimated accuracy of +/- 6 seconds.
 JY0976
 JY0976.The orthometric height was determined by differential leveling
 JY0976.and adjusted by the National Geodetic Survey in June 1991..
 JY0976
 JY0976.The geoid height was determined by GEOID03.
 JY0976
 JY0976.The dynamic height is computed by dividing the NAVD 88
 JY0976.geopotential number by the normal gravity value computed on the
 JY0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0976.degrees latitude (g = 980.6199 gals.).
 JY0976
 JY0976.The modeled gravity was interpolated from observed gravity values.
 JY0976
 JY0976;                    North         East    Units  Estimated Accuracy
 JY0976;SPC OH S     -   143,980.      527,520.      MT  (+/- 180 meters Scaled)
 JY0976
 JY0976                          SUPERSEDED SURVEY CONTROL
 JY0976
 JY0976  NGVD 29 (??/??/92)  254.330  (m)          834.41   (f) ADJ UNCH    2 0
 JY0976
 JY0976.Superseded values are not recommended for survey control.
 JY0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0976.See file dsdata.txt to determine how the superseded data were derived.
 JY0976
 JY0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD981520(NAD 83)
 JY0976_MARKER: Q = CHISELED SQUARE
 JY0976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0976_SP_SET: PIER
 JY0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0976
 JY0976  HISTORY     - Date     Condition        Report By
 JY0976  HISTORY     - UNK      MONUMENTED       USGS
 JY0976  HISTORY     - 1935     GOOD             NGS
 JY0976
 JY0976                          STATION DESCRIPTION
 JY0976
 JY0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY0976'0.6 MI SE FROM FRUITDALE.
 JY0976'0.6 MILE SOUTHEAST ALONG THE DETROIT, TOLEDO AND IRONTON RAILROAD
 JY0976'FROM THE SECTION HOUSE AT FRUITDALE, ROSS COUNTY, 27 YARDS NORTH
 JY0976'OF THE EAST RAIL AT THE CROSSING OF THE CENTERLINE OF STATE HIGHWAY
 JY0976'41, IN THE TOP OF THE EAST END OF THE STONE COPING OF THE STONE
 JY0976'BLOCK PIER OF A STEEL BRIDGE OVER BUCKSKIN CREEK, 2-1/2-YARDS
 JY0976'EAST OF THE EAST RAIL, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 JY0976'A 1-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0542 ***********************************************************************
 MB0542  DESIGNATION -  837 RESET
 MB0542  PID         -  MB0542
 MB0542  STATE/COUNTY-  OH/MAHONING
 MB0542  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0542
 MB0542                         *CURRENT SURVEY CONTROL
 MB0542  ___________________________________________________________________
 MB0542* NAD 83(1986)-  41 05 45.     (N)    080 38 23.     (W)     SCALED    
 MB0542* NAVD 88     -       254.82   (+/-2cm)     836.0    (feet)  VERTCON   
 MB0542  ___________________________________________________________________
 MB0542  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0542
 MB0542  VERT ORDER  -  THIRD (See Below)
 MB0542
 MB0542.The horizontal coordinates were scaled from a topographic map and have
 MB0542.an estimated accuracy of +/- 6 seconds.
 MB0542
 MB0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB0542.The vertical order pertains to the NGVD 29 superseded value.
 MB0542
 MB0542.The geoid height was determined by GEOID03.
 MB0542
 MB0542;                    North         East    Units  Estimated Accuracy
 MB0542;SPC OH N     -   160,370.      756,270.      MT  (+/- 180 meters Scaled)
 MB0542
 MB0542                          SUPERSEDED SURVEY CONTROL
 MB0542
 MB0542  NGVD 29 (??/??/??)  255.00   (m)          836.6    (f) RESET       3  
 MB0542
 MB0542.Superseded values are not recommended for survey control.
 MB0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0542.See file dsdata.txt to determine how the superseded data were derived.
 MB0542
 MB0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF302494(NAD 83)
 MB0542_MARKER: DD = SURVEY DISK
 MB0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0542_SP_SET: ABUTMENT
 MB0542_STAMPING: 836 836.434
 MB0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0542+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 MB0542
 MB0542  HISTORY     - Date     Condition        Report By
 MB0542  HISTORY     - UNK      MONUMENTED       OH-099
 MB0542  HISTORY     - 1960     GOOD             NGS
 MB0542  HISTORY     - 20060125 GOOD             GEOCAC
 MB0542
 MB0542                          STATION DESCRIPTION
 MB0542
 MB0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MB0542'AT HASELTON.
 MB0542'AT HASELTON, ABOUT 950 FEET SOUTHWEST OF A STREET, AT BRIDGE 24
 MB0542'OVER A DRY RUN, AT THE NEW YORK CENTRAL END, AND IN THE TOP OF
 MB0542'THE WINGWALL TO THE SOUTHEAST ABUTMENT.  IT IS ABOUT 730 FEET
 MB0542'EAST OF L 154 (DESCRIBED ABOVE).  A U.S. GEOLOGICAL SURVEY
 MB0542'STANDARD DISK, STAMPED 836 836.434.
 MB0542
 MB0542                          STATION RECOVERY (2006)
 MB0542
 MB0542'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0523 ***********************************************************************
 JZ0523  DESIGNATION -  84
 JZ0523  PID         -  JZ0523
 JZ0523  STATE/COUNTY-  OH/HAMILTON
 JZ0523  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0523
 JZ0523                         *CURRENT SURVEY CONTROL
 JZ0523  ___________________________________________________________________
 JZ0523* NAD 83(1986)-  39 10 28.     (N)    084 25 37.     (W)     SCALED    
 JZ0523* NAVD 88     -       208.803  (meters)     685.05   (feet)  ADJUSTED  
 JZ0523  ___________________________________________________________________
 JZ0523  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0523  DYNAMIC HT  -         208.671 (meters)     684.61  (feet)  COMP
 JZ0523  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 JZ0523
 JZ0523  VERT ORDER  -  FIRST     CLASS II
 JZ0523
 JZ0523.The horizontal coordinates were scaled from a topographic map and have
 JZ0523.an estimated accuracy of +/- 6 seconds.
 JZ0523
 JZ0523.The orthometric height was determined by differential leveling
 JZ0523.and adjusted by the National Geodetic Survey in June 1991..
 JZ0523
 JZ0523.The geoid height was determined by GEOID03.
 JZ0523
 JZ0523.The dynamic height is computed by dividing the NAVD 88
 JZ0523.geopotential number by the normal gravity value computed on the
 JZ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0523.degrees latitude (g = 980.6199 gals.).
 JZ0523
 JZ0523.The modeled gravity was interpolated from observed gravity values.
 JZ0523
 JZ0523;                    North         East    Units  Estimated Accuracy
 JZ0523;SPC OH S     -   132,160.      433,510.      MT  (+/- 180 meters Scaled)
 JZ0523
 JZ0523                          SUPERSEDED SURVEY CONTROL
 JZ0523
 JZ0523  NGVD 29 (??/??/92)  208.976  (m)          685.62   (f) ADJ UNCH    1 2
 JZ0523
 JZ0523.Superseded values are not recommended for survey control.
 JZ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0523.See file dsdata.txt to determine how the superseded data were derived.
 JZ0523
 JZ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ222392(NAD 83)
 JZ0523_MARKER: DT = TOPOGRAPHIC STATION DISK
 JZ0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0523_SP_SET: CURB
 JZ0523_STAMPING: 84
 JZ0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0523
 JZ0523  HISTORY     - Date     Condition        Report By
 JZ0523  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0523  HISTORY     - 1947     GOOD             NGS
 JZ0523
 JZ0523                          STATION DESCRIPTION
 JZ0523
 JZ0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0523'AT SILVERTON.
 JZ0523'RIDGE AVENUE EAST SIDE 58.8 FEET SOUTH OF MAPLE LEAF AVENUE,
 JZ0523'CAP ON PIPE BETWEEN CURB AND WALK ON THE EAST SIDE OF RIDGE
 JZ0523'AVENUE, 1.5 FEET EAST OF THE EAST CURB LINE AND 58.8 FEET
 JZ0523'SOUTH OF THE SOUTH CURB LINE OF MAPLE LEAF AVENUE, PRODUCED
 JZ0523'(DISTANCE MEASURED ALONG THE EAST CURB LINE OF RIDGE AVENUE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2277 ***********************************************************************
 MB2277  DESIGNATION -  84 011 1 P CO
 MB2277  PID         -  MB2277
 MB2277  STATE/COUNTY-  OH/PORTAGE
 MB2277  USGS QUAD   -  MANTUA (1994)
 MB2277
 MB2277                         *CURRENT SURVEY CONTROL
 MB2277  ___________________________________________________________________
 MB2277* NAD 83(1995)-  41 16 04.73545(N)    081 12 28.73538(W)     ADJUSTED  
 MB2277* NAVD 88     -       344.     (meters)    1129.     (feet)  VERTCON   
 MB2277  ___________________________________________________________________
 MB2277  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 MB2277  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2277
 MB2277  HORZ ORDER  -  SECOND
 MB2277
 MB2277.The horizontal coordinates were established by classical geodetic methods
 MB2277.and adjusted by the National Geodetic Survey in April 1998..
 MB2277
 MB2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2277
 MB2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2277
 MB2277.The geoid height was determined by GEOID03.
 MB2277
 MB2277;                    North         East     Units Scale Factor Converg.
 MB2277;SPC OH N     -   178,622.329   708,252.808   MT  0.99994523   +0 50 55.6
 MB2277;UTM  17      - 4,568,527.163   482,579.424   MT  0.99960373   -0 08 13.9
 MB2277
 MB2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2277!SPC OH N     -   0.99995135  x   0.99994523  =   0.99989658
 MB2277!UTM  17      -   0.99995135  x   0.99960373  =   0.99955510
 MB2277
 MB2277                          SUPERSEDED SURVEY CONTROL
 MB2277
 MB2277  NAD 83(1986)-  41 16 04.74274(N)    081 12 28.73533(W) AD(       ) 2
 MB2277  NAD 27      -  41 16 04.54185(N)    081 12 29.37016(W) AD(       ) 2
 MB2277  NGVD 29 (07/19/86)  344.     (m)         1129.     (f) VERT ANG       
 MB2277
 MB2277.Superseded values are not recommended for survey control.
 MB2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2277.See file dsdata.txt to determine how the superseded data were derived.
 MB2277
 MB2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8257968527(NAD 83)
 MB2277_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2277+STABILITY: SURFACE MOTION
 MB2277
 MB2277  HISTORY     - Date     Condition        Report By
 MB2277  HISTORY     - 1977     MONUMENTED       OH-133
 MB2277
 MB2277                          STATION DESCRIPTION
 MB2277
 MB2277'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2277'THE STATION IS ABOUT 4 MILES NORTHWEST OF FREEDOM, 2-3/4 MILES
 MB2277'NORTHEAST OF SHALERSVILLE, 1-1/2 MILES SOUTHEAST OF MANTUA, AND
 MB2277'ON THE RIGHT-OF-WAY OF GOODELL ROAD, COUNTY HIGHWAY 220.
 MB2277'
 MB2277'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2277'AND 44 IN SHALERSVILLE, GO NORTH ON STATE ROUTE 44 FOR 2.05
 MB2277'MILES TO THE T-INTERSECTION OF GOODELL ROAD.  TURN RIGHT AND GO
 MB2277'EAST FOR 1.15 MILES TO THE INTERSECTION OF PECK ROAD, COUNTY
 MB2277'HIGHWAY 167, AND THE STATION ON THE NORTHEAST CORNER OF THE
 MB2277'INTERSECTION.
 MB2277'
 MB2277'STATION MARK, STAMPED---84-011-1 1977---, IS A PORTAGE COUNTY
 MB2277'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2277'POST THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2277'117.0 FEET WEST OF STATION MARK 84 011 2 P CO, 69.0 FEET
 MB2277'SOUTHEAST OF POWER POLE NUMBER SV 7, 48.1 FEET NORTH OF POWER
 MB2277'POLE NUMBER SV 754, 44.8 FEET EAST OF THE CENTERLINE OF PECK
 MB2277'ROAD, 30.9 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NUMBER
 MB2277'45)-1/2, AND 22.5 FEET NORTH OF THE CENTERLINE OF GOODELL
 MB2277'ROAD.
 MB2277'
 MB2277'HEIGHT OF
 MB2277'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2277'
 MB2277'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2276 ***********************************************************************
 MB2276  DESIGNATION -  84 011 2 P CO
 MB2276  PID         -  MB2276
 MB2276  STATE/COUNTY-  OH/PORTAGE
 MB2276  USGS QUAD   -  MANTUA (1994)
 MB2276
 MB2276                         *CURRENT SURVEY CONTROL
 MB2276  ___________________________________________________________________
 MB2276* NAD 83(1995)-  41 16 04.68709(N)    081 12 27.19808(W)     ADJUSTED  
 MB2276* NAVD 88     -       343.2    (meters)    1126.     (feet)  VERTCON   
 MB2276  ___________________________________________________________________
 MB2276  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 MB2276  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2276
 MB2276  HORZ ORDER  -  SECOND
 MB2276
 MB2276.The horizontal coordinates were established by classical geodetic methods
 MB2276.and adjusted by the National Geodetic Survey in April 1998..
 MB2276
 MB2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2276
 MB2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2276
 MB2276.The geoid height was determined by GEOID03.
 MB2276
 MB2276;                    North         East     Units Scale Factor Converg.
 MB2276;SPC OH N     -   178,621.367   708,288.606   MT  0.99994523   +0 50 56.7
 MB2276;UTM  17      - 4,568,525.586   482,615.188   MT  0.99960372   -0 08 12.8
 MB2276
 MB2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2276!SPC OH N     -   0.99995144  x   0.99994523  =   0.99989668
 MB2276!UTM  17      -   0.99995144  x   0.99960372  =   0.99955518
 MB2276
 MB2276:                Primary Azimuth Mark                     Grid Az
 MB2276:SPC OH N     -  MANTUA WU MICROWAVE                      010 33 53.3
 MB2276:UTM  17      -  MANTUA WU MICROWAVE                      011 33 02.8
 MB2276
 MB2276|---------------------------------------------------------------------|
 MB2276| PID    Reference Object                     Distance      Geod. Az  |
 MB2276|                                                           dddmmss.s |
 MB2276| MB2274 MANTUA WU MICROWAVE                 APPROX. 2.3 KM 0112450.0 |
 MB2276| MB2303 84 029 1 P CO                       APPROX. 1.0 KM 2695947.7 |
 MB2276| MB2277 84 011 1 P CO                        35.813 METERS 27223     |
 MB2276|---------------------------------------------------------------------|
 MB2276
 MB2276                          SUPERSEDED SURVEY CONTROL
 MB2276
 MB2276  NAD 83(1986)-  41 16 04.69437(N)    081 12 27.19803(W) AD(       ) 2
 MB2276  NAD 27      -  41 16 04.49348(N)    081 12 27.83291(W) AD(       ) 2
 MB2276  NGVD 29 (07/19/86)  343.4    (m)         1127.     (f) VERT ANG       
 MB2276
 MB2276.Superseded values are not recommended for survey control.
 MB2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2276.See file dsdata.txt to determine how the superseded data were derived.
 MB2276
 MB2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8261568526(NAD 83)
 MB2276_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2276+STABILITY: SURFACE MOTION
 MB2276
 MB2276  HISTORY     - Date     Condition        Report By
 MB2276  HISTORY     - 1977     MONUMENTED       OH-133
 MB2276
 MB2276                          STATION DESCRIPTION
 MB2276
 MB2276'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2276'THE STATION IS ABOUT 4 MILES NORTHWEST OF FREEDOM, 2-3/4 MILES
 MB2276'NORTHEAST OF SHALERSVILLE, 1-1/2 MILES SOUTHEAST OF MANTUA, AND
 MB2276'ON THE RIGHT-OF-WAY OF GOODELL ROAD, COUNTY HIGHWAY 220.
 MB2276'
 MB2276'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2276'AND 44 IN SHALERSVILLE, GO NORTH ON STATE ROUTE 44 FOR 2.05
 MB2276'MILES TO THE T-INTERSECTION OF GOODELL ROAD.  TURN RIGHT AND GO
 MB2276'EAST FOR 1.15 MILES TO THE INTERSECTION OF PECK ROAD, COUNTY
 MB2276'HIGHWAY 167, AND REFERENCE MARK 84 011 1 P CO ON THE NORTHEAST
 MB2276'CORNER OF THE INTERSECTION.  CONTINUE EAST ON GOODELL ROAD FOR
 MB2276'117 FEET TO THE STATION ON THE LEFT.
 MB2276'
 MB2276'STATION MARK, STAMPED---84-011-2 1977---, IS A PORTAGE COUNTY
 MB2276'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2276'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 170.5 FEET
 MB2276'NORTHWEST OF TELEPHONE AND POWER POLE NUMBER SV 753, 130.5 FEET
 MB2276'SOUTHEAST OF TELEPHONE POLE NUMBER 45)-1/2, AND 18.4 FEET NORTH
 MB2276'OF THE CENTERLINE OF GOODELL ROAD.
 MB2276'
 MB2276'REFERENCE MARK 84 011 1 P CO, STAMPED---84-011-1 1977---, IS A
 MB2276'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2276'CYLINDRICAL CONCRETE POST THAT IS 2 INCHES BELOW THE
 MB2276'GROUND SURFACE.  IT IS
 MB2276'69.0 FEET SOUTHEAST OF POWER POLE NUMBER SV 7, 48.1 FEET
 MB2276'NORTH OF POWER POLE NUMBER SV 754, 44.8 FEET EAST OF THE
 MB2276'CENTERLINE OF PECK ROAD, 30.9 FEET SOUTH-SOUTHEAST OF TELEPHONE
 MB2276'POLE NUMBER 45)-1/2, AND 22.5 FEET NORTH OF THE CENTERLINE OF
 MB2276'GOODELL ROAD.
 MB2276'
 MB2276'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2276'STATION 84 029 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2276'
 MB2276'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2523 ***********************************************************************
 MB2523  DESIGNATION -  84 018 1 P CO
 MB2523  PID         -  MB2523
 MB2523  STATE/COUNTY-  OH/PORTAGE
 MB2523  USGS QUAD   -  RAVENNA (1994)
 MB2523
 MB2523                         *CURRENT SURVEY CONTROL
 MB2523  ___________________________________________________________________
 MB2523* NAD 83(1995)-  41 13 16.39372(N)    081 12 41.10163(W)     ADJUSTED  
 MB2523* NAVD 88     -       351.3    (meters)    1153.     (feet)  VERTCON   
 MB2523  ___________________________________________________________________
 MB2523  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 MB2523  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2523
 MB2523  HORZ ORDER  -  SECOND
 MB2523
 MB2523.The horizontal coordinates were established by classical geodetic methods
 MB2523.and adjusted by the National Geodetic Survey in April 1998..
 MB2523
 MB2523.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2523
 MB2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2523
 MB2523.The geoid height was determined by GEOID03.
 MB2523
 MB2523;                    North         East     Units Scale Factor Converg.
 MB2523;SPC OH N     -   173,425.650   708,041.741   MT  0.99994272   +0 50 47.5
 MB2523;UTM  17      - 4,563,336.651   482,279.073   MT  0.99960386   -0 08 21.5
 MB2523
 MB2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2523!SPC OH N     -   0.99995017  x   0.99994272  =   0.99989289
 MB2523!UTM  17      -   0.99995017  x   0.99960386  =   0.99955405
 MB2523
 MB2523:                Primary Azimuth Mark                     Grid Az
 MB2523:SPC OH N     -  84 019 1 P CO                            179 57 40.3
 MB2523:UTM  17      -  84 019 1 P CO                            180 56 49.3
 MB2523
 MB2523|---------------------------------------------------------------------|
 MB2523| PID    Reference Object                     Distance      Geod. Az  |
 MB2523|                                                           dddmmss.s |
 MB2523| MB2526 84 019 1 P CO                       APPROX. 0.7 KM 1804827.8 |
 MB2523| MB2524 84 024 1 P CO                       APPROX. 0.6 KM 3595539.7 |
 MB2523|---------------------------------------------------------------------|
 MB2523
 MB2523                          SUPERSEDED SURVEY CONTROL
 MB2523
 MB2523  NAD 83(1986)-  41 13 16.40115(N)    081 12 41.10209(W) AD(       ) 2
 MB2523  NAD 27      -  41 13 16.19887(N)    081 12 41.73847(W) AD(       ) 2
 MB2523  NGVD 29 (07/19/86)  351.5    (m)         1153.     (f) VERT ANG       
 MB2523
 MB2523.Superseded values are not recommended for survey control.
 MB2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2523.See file dsdata.txt to determine how the superseded data were derived.
 MB2523
 MB2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8227963337(NAD 83)
 MB2523_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2523+STABILITY: SURFACE MOTION
 MB2523
 MB2523  HISTORY     - Date     Condition        Report By
 MB2523  HISTORY     - 1977     MONUMENTED       OH-133
 MB2523
 MB2523                          STATION DESCRIPTION
 MB2523
 MB2523'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2523'THE STATION IS ABOUT 4-3/4 MILES NORTHEAST OF
 MB2523'RAVENNA,
 MB2523'3-1/2 MILES SOUTHWEST OF
 MB2523'FREEDOM, 1-1/2 MILES SOUTHEAST OF SHALERSVILLE, AND ON
 MB2523'RIGHT-OF-WAY OF PECK ROAD, COUNTY HIGHWAY 167.
 MB2523'
 MB2523'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2523'AND 88 IN NORTHEAST
 MB2523'RAVENNA, GO NORTHEAST ON STATE ROUTE 88 FOR 1.3
 MB2523'MILES TO THE INTERSECTION OF PECK ROAD.  TURN LEFT AND GO
 MB2523'NORTH ON PECK ROAD FOR 1.85 MILES TO AZIMUTH MARK 84 019 1 P CO
 MB2523'ON THE RIGHT.  CONTINUE NORTH ON PECK ROAD FOR 0.45 MILE TO THE
 MB2523'STATION ON THE RIGHT.  CONTINUE NORTH ON PECK ROAD FOR 0.45
 MB2523'MILE TO AZIMUTH MARK 84 024 1 P CO ON THE LEFT.
 MB2523'
 MB2523'STATION MARKS, STAMPED---84-018-1 1977---, ARE PORTAGE COUNTY
 MB2523'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2523'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2523'SURFACE.  IT IS 73.0 FEET SOUTH-SOUTHEAST OF AN 18-INCH MAPLE
 MB2523'TREE, 69.7 FEET SOUTHEAST OF POWER POLE NUMBER 15/52, 33.9
 MB2523'FEET NORTH OF A 20-INCH MAPLE TREE, 28.0 FEET SOUTH OF A
 MB2523'10-INCH MAPLE TREE, AND 18.0 FEET EAST OF THE CENTER OF PECK
 MB2523'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MB2523'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2523'
 MB2523'AZIMUTH MARK 84 019 1 P CO, STAMPED---84-019-1 1977---, IS A
 MB2523'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2523'CYLINDRICAL CONCRETE POST AND FLUSH WITH THE GROUND SURFACE.
 MB2523'IT IS 100 FEET NORTHEAST OF A 24-INCH HICKORY TREE, 65.3 FEET
 MB2523'SOUTH OF A 24-INCH HICKORY TREE, 24.5 FEET EAST OF THE
 MB2523'CENTERLINE OF PECK ROAD, 20.6 FEET WEST OF A 12-INCH TWIN
 MB2523'TRUNKED ASH TREE, AND 3.5 FEET NORTHWEST OF POWER POLE
 MB2523'NUMBER SV 2111.
 MB2523'
 MB2523'AZIMUTH MARK 84 024 1 P CO, STAMPED---84-024-1 1977---, IS A
 MB2523'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2523'CYLINDRICAL CONCRETE POST AND FLUSH WITH THE GROUND SURFACE.
 MB2523'IT IS 83.8 FEET SOUTH OF TELEPHONE AND POWER POLE NUMBER
 MB2523'15/58, 75.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY
 MB2523'FRAME HOUSE, ADDRESS NUMBER 8653, 64.7 FEET SOUTHEAST OF A
 MB2523'30-INCH MAPLE TREE, 26.6 FEET SOUTHEAST OF A 26-INCH MAPLE
 MB2523'TREE, AND 15.8 FEET WEST OF THE CENTERLINE OF PECK ROAD.
 MB2523'
 MB2523'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2523'LIGHT ABOVE STATION MARK WAS 2.0 METERS.
 MB2523'
 MB2523'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2526 ***********************************************************************
 MB2526  DESIGNATION -  84 019 1 P CO
 MB2526  PID         -  MB2526
 MB2526  STATE/COUNTY-  OH/PORTAGE
 MB2526  USGS QUAD   -  RAVENNA (1994)
 MB2526
 MB2526                         *CURRENT SURVEY CONTROL
 MB2526  ___________________________________________________________________
 MB2526* NAD 83(1995)-  41 12 53.92067(N)    081 12 41.52122(W)     ADJUSTED  
 MB2526* NAVD 88     -       349.     (meters)    1145.     (feet)  VERTCON   
 MB2526  ___________________________________________________________________
 MB2526  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 MB2526  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2526
 MB2526  HORZ ORDER  -  SECOND
 MB2526
 MB2526.The horizontal coordinates were established by classical geodetic methods
 MB2526.and adjusted by the National Geodetic Survey in April 1998..
 MB2526
 MB2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2526
 MB2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2526
 MB2526.The geoid height was determined by GEOID03.
 MB2526
 MB2526;                    North         East     Units Scale Factor Converg.
 MB2526;SPC OH N     -   172,732.339   708,042.211   MT  0.99994243   +0 50 47.3
 MB2526;UTM  17      - 4,562,643.670   482,267.618   MT  0.99960387   -0 08 21.8
 MB2526
 MB2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2526!SPC OH N     -   0.99995056  x   0.99994243  =   0.99989299
 MB2526!UTM  17      -   0.99995056  x   0.99960387  =   0.99955445
 MB2526
 MB2526                          SUPERSEDED SURVEY CONTROL
 MB2526
 MB2526  NAD 83(1986)-  41 12 53.92810(N)    081 12 41.52178(W) AD(       ) 2
 MB2526  NAD 27      -  41 12 53.72556(N)    081 12 42.15806(W) AD(       ) 2
 MB2526  NGVD 29 (07/19/86)  349.     (m)         1145.     (f) VERT ANG       
 MB2526
 MB2526.Superseded values are not recommended for survey control.
 MB2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2526.See file dsdata.txt to determine how the superseded data were derived.
 MB2526
 MB2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8226862644(NAD 83)
 MB2526_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2526+STABILITY: SURFACE MOTION
 MB2526
 MB2526  HISTORY     - Date     Condition        Report By
 MB2526  HISTORY     - 1977     MONUMENTED       OH-133
 MB2526
 MB2526                          STATION DESCRIPTION
 MB2526
 MB2526'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2526'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF RAVENNA, 3-1/2
 MB2526'MILES SOUTHWEST OF FREEDOM, 2 MILES SOUTHEAST OF SHALERSVILLE,
 MB2526'AND ON THE RIGHT-OF-WAY OF PECK ROAD, COUNTY HIGHWAY 167.
 MB2526'
 MB2526'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2526'AND 88 IN NORTHEAST RAVENNA,
 MB2526'GO NORTHEAST ON STATE ROUTE 88 FOR 1.3 MILES TO THE
 MB2526'INTERSECTION OF PECK ROAD.  TURN LEFT AND GO NORTH FOR 1.85
 MB2526'MILES TO THE STATION ON THE RIGHT.
 MB2526'
 MB2526'STATION MARK, STAMPED---84-019-1 1977---, IS A PORTAGE COUNTY
 MB2526'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2526'POST AND FLUSH WITH THE GROUND SURFACE.  IT IS 100 FEET
 MB2526'NORTHEAST OF A 24-INCH HICKORY TREE, 65.3 FEET SOUTH OF A
 MB2526'24-INCH HICKORY TREE, 24.5 FEET EAST OF THE CENTERLINE OF PECK
 MB2526'ROAD, 20.6 FEET WEST OF A 12-INCH TWIN TRUNKED ASH TREE, AND
 MB2526'3.5 FEET NORTHWEST OF POWER POLE NUMBER SV 2111.
 MB2526'
 MB2526'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2526'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2526'STATION 84 018 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2526'
 MB2526'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2524 ***********************************************************************
 MB2524  DESIGNATION -  84 024 1 P CO
 MB2524  PID         -  MB2524
 MB2524  STATE/COUNTY-  OH/PORTAGE
 MB2524  USGS QUAD   -  RAVENNA (1994)
 MB2524
 MB2524                         *CURRENT SURVEY CONTROL
 MB2524  ___________________________________________________________________
 MB2524* NAD 83(1995)-  41 13 34.40705(N)    081 12 41.13174(W)     ADJUSTED  
 MB2524* NAVD 88     -       355.     (meters)    1165.     (feet)  VERTCON   
 MB2524  ___________________________________________________________________
 MB2524  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 MB2524  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2524
 MB2524  HORZ ORDER  -  SECOND
 MB2524
 MB2524.The horizontal coordinates were established by classical geodetic methods
 MB2524.and adjusted by the National Geodetic Survey in April 1998..
 MB2524
 MB2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2524
 MB2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2524
 MB2524.The geoid height was determined by GEOID03.
 MB2524
 MB2524;                    North         East     Units Scale Factor Converg.
 MB2524;SPC OH N     -   173,981.250   708,032.831   MT  0.99994296   +0 50 47.5
 MB2524;UTM  17      - 4,563,892.133   482,279.723   MT  0.99960386   -0 08 21.6
 MB2524
 MB2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2524!SPC OH N     -   0.99994962  x   0.99994296  =   0.99989258
 MB2524!UTM  17      -   0.99994962  x   0.99960386  =   0.99955350
 MB2524
 MB2524                          SUPERSEDED SURVEY CONTROL
 MB2524
 MB2524  NAD 83(1986)-  41 13 34.41449(N)    081 12 41.13212(W) AD(       ) 2
 MB2524  NAD 27      -  41 13 34.21239(N)    081 12 41.76858(W) AD(       ) 2
 MB2524  NGVD 29 (07/19/86)  355.     (m)         1165.     (f) VERT ANG       
 MB2524
 MB2524.Superseded values are not recommended for survey control.
 MB2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2524.See file dsdata.txt to determine how the superseded data were derived.
 MB2524
 MB2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8228063892(NAD 83)
 MB2524_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2524+STABILITY: SURFACE MOTION
 MB2524
 MB2524  HISTORY     - Date     Condition        Report By
 MB2524  HISTORY     - 1977     MONUMENTED       OH-133
 MB2524
 MB2524                          STATION DESCRIPTION
 MB2524
 MB2524'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2524'THE STATION IS ABOUT 5-1/2 MILES NORTH-NORTHEAST OF RAVENNA,
 MB2524'3-1/2 MILES WEST-SOUTHWEST OF FREEDOM, 1-1/4 MILES SOUTHEAST
 MB2524'OF SHALERSVILLE, AND ON THE RIGHT-OF-WAY OF PECK ROAD,
 MB2524'COUNTY HIGHWAY 167.
 MB2524'
 MB2524'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2524'AND 88 IN NORTHEAST RAVENNA,
 MB2524'GO NORTHEAST ON STATE ROUTE 88 FOR 1.3 MILES TO THE
 MB2524'INTERSECTION OF PECK ROAD.  TURN LEFT ON PECK ROAD AND GO NORTH
 MB2524'FOR 2.75 MILES TO THE STATION ON THE LEFT.
 MB2524'
 MB2524'STATION MARK, STAMPED---84-024-1 1977---, IS A PORTAGE COUNTY
 MB2524'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2524'POST SET FLUSH WITH THE GROUND SURFACE.  IT IS 83.8 FEET SOUTH
 MB2524'OF TELEPHONE AND POWER POLE NUMBER 15/58, 75.2 FEET
 MB2524'SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY FRAME HOUSE,
 MB2524'ADDRESS NUMBER 8653, 64.7 FEET SOUTHEAST OF A 30-INCH MAPLE
 MB2524'TREE, 26.6 FEET SOUTHEAST OF A 26-INCH MAPLE TREE, AND 15.8
 MB2524'FEET WEST OF THE CENTERLINE OF PECK ROAD.
 MB2524'
 MB2524'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2524'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2524'STATION 84 018 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2524'
 MB2524'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2527 ***********************************************************************
 MB2527  DESIGNATION -  84 026 1 P CO
 MB2527  PID         -  MB2527
 MB2527  STATE/COUNTY-  OH/PORTAGE
 MB2527  USGS QUAD   -  RAVENNA (1994)
 MB2527
 MB2527                         *CURRENT SURVEY CONTROL
 MB2527  ___________________________________________________________________
 MB2527* NAD 83(1995)-  41 14 19.61269(N)    081 12 44.67583(W)     ADJUSTED  
 MB2527* NAVD 88     -       381.9    (meters)    1253.     (feet)  VERTCON   
 MB2527  ___________________________________________________________________
 MB2527  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 MB2527  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MB2527
 MB2527  HORZ ORDER  -  SECOND
 MB2527
 MB2527.The horizontal coordinates were established by classical geodetic methods
 MB2527.and adjusted by the National Geodetic Survey in April 1998..
 MB2527
 MB2527.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2527
 MB2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2527
 MB2527.The geoid height was determined by GEOID03.
 MB2527
 MB2527;                    North         East     Units Scale Factor Converg.
 MB2527;SPC OH N     -   175,374.374   707,929.713   MT  0.99994359   +0 50 45.2
 MB2527;UTM  17      - 4,565,286.352   482,200.618   MT  0.99960390   -0 08 24.1
 MB2527
 MB2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2527!SPC OH N     -   0.99994537  x   0.99994359  =   0.99988896
 MB2527!UTM  17      -   0.99994537  x   0.99960390  =   0.99954929
 MB2527
 MB2527                          SUPERSEDED SURVEY CONTROL
 MB2527
 MB2527  NAD 83(1986)-  41 14 19.62014(N)    081 12 44.67601(W) AD(       ) 2
 MB2527  NAD 27      -  41 14 19.41855(N)    081 12 45.31251(W) AD(       ) 2
 MB2527  NGVD 29 (07/19/86)  382.1    (m)         1254.     (f) VERT ANG       
 MB2527
 MB2527.Superseded values are not recommended for survey control.
 MB2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2527.See file dsdata.txt to determine how the superseded data were derived.
 MB2527
 MB2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8220165286(NAD 83)
 MB2527_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2527+STABILITY: SURFACE MOTION
 MB2527
 MB2527  HISTORY     - Date     Condition        Report By
 MB2527  HISTORY     - 1977     MONUMENTED       OH-133
 MB2527
 MB2527                          STATION DESCRIPTION
 MB2527
 MB2527'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2527'THE STATION IS ABOUT 3-1/2 MILES WEST OF FREEDOM, 3-1/4 MILES
 MB2527'SOUTH OF MANTUA, 1 MILE EAST OF SHALERSVILLE, AND ON THE
 MB2527'RIGHT-OF-WAY OF STATE ROUTE 303.
 MB2527'
 MB2527'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 700
 MB2527'AND 303 AT FREEDOM, GO WEST ON STATE ROUTE 303 FOR 4.3 MILES
 MB2527'TO THE TOP OF A HILL AND THE STATION ON THE RIGHT, 500 FEET
 MB2527'WEST OF PECK ROAD, COUNTY HIGHWAY 167.
 MB2527'
 MB2527'STATION MARK, STAMPED---84-026-1 1977---, IS A PORTAGE COUNTY
 MB2527'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2527'POST AND FLUSH WITH THE GROUND SURFACE.  IT IS 73.7 FEET
 MB2527'SOUTHWEST OF A 10-INCH EVERGREEN TREE, 72.0 FEET SOUTH OF A 6-INCH
 MB2527'MAPLE TREE, 56.0 FEET NORTHEAST OF A POWER POLE, 18.6 FEET
 MB2527'NORTH OF THE CENTERLINE OF STATE ROUTE 303, AND 13.8 FEET WEST
 MB2527'OF TELEPHONE POLE NUMBER 3/3.
 MB2527'
 MB2527'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2527'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2527'STATION 74 087 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2527'
 MB2527'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2303 ***********************************************************************
 MB2303  DESIGNATION -  84 029 1 P CO
 MB2303  PID         -  MB2303
 MB2303  STATE/COUNTY-  OH/PORTAGE
 MB2303  USGS QUAD   -  MANTUA (1994)
 MB2303
 MB2303                         *CURRENT SURVEY CONTROL
 MB2303  ___________________________________________________________________
 MB2303* NAD 83(1995)-  41 16 04.68313(N)    081 13 08.81549(W)     ADJUSTED  
 MB2303* NAVD 88     -       374.8    (meters)    1230.     (feet)  VERTCON   
 MB2303  ___________________________________________________________________
 MB2303  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 MB2303  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2303
 MB2303  HORZ ORDER  -  SECOND
 MB2303
 MB2303.The horizontal coordinates were established by classical geodetic methods
 MB2303.and adjusted by the National Geodetic Survey in April 1998..
 MB2303
 MB2303.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2303
 MB2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2303
 MB2303.The geoid height was determined by GEOID03.
 MB2303
 MB2303;                    North         East     Units Scale Factor Converg.
 MB2303;SPC OH N     -   178,606.956   707,320.081   MT  0.99994523   +0 50 29.3
 MB2303;UTM  17      - 4,568,527.842   481,646.888   MT  0.99960415   -0 08 40.3
 MB2303
 MB2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2303!SPC OH N     -   0.99994649  x   0.99994523  =   0.99989172
 MB2303!UTM  17      -   0.99994649  x   0.99960415  =   0.99955066
 MB2303
 MB2303:                Primary Azimuth Mark                     Grid Az
 MB2303:SPC OH N     -  84 049 1 P CO                            251 10 57.0
 MB2303:UTM  17      -  84 049 1 P CO                            252 10 06.6
 MB2303
 MB2303|---------------------------------------------------------------------|
 MB2303| PID    Reference Object                     Distance      Geod. Az  |
 MB2303|                                                           dddmmss.s |
 MB2303| MB2285 84 049 1 P CO                       APPROX. 1.1 KM 2520126.3 |
 MB2303|---------------------------------------------------------------------|
 MB2303
 MB2303                          SUPERSEDED SURVEY CONTROL
 MB2303
 MB2303  NAD 83(1986)-  41 16 04.69054(N)    081 13 08.81542(W) AD(       ) 2
 MB2303  NAD 27      -  41 16 04.48972(N)    081 13 09.44902(W) AD(       ) 2
 MB2303  NGVD 29 (07/19/86)  375.0    (m)         1230.     (f) VERT ANG       
 MB2303
 MB2303.Superseded values are not recommended for survey control.
 MB2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2303.See file dsdata.txt to determine how the superseded data were derived.
 MB2303
 MB2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8164768528(NAD 83)
 MB2303_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2303+STABILITY: SURFACE MOTION
 MB2303
 MB2303  HISTORY     - Date     Condition        Report By
 MB2303  HISTORY     - 1977     MONUMENTED       OH-133
 MB2303
 MB2303                          STATION DESCRIPTION
 MB2303
 MB2303'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2303'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF FREEDOM, 3-1/4
 MB2303'MILES SOUTH OF MANTUA, 2 MILES NORTHEAST OF SHALERSVILLE,
 MB2303'AND ON THE RIGHT-OF-WAY OF GOODELL ROAD, COUNTY HIGHWAY 220.
 MB2303'
 MB2303'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2303'AND 44 IN SHALERSVILLE, GO NORTH ON STATE ROUTE 44 FOR 1.8
 MB2303'MILES TO THE CREST OF A HILL AND AZIMUTH MARK 84 049 1 P CO ON
 MB2303'THE LEFT.  CONTINUE NORTH ON STATE ROUTE 44 FOR 0.25 MILE TO
 MB2303'THE T-INTERSECTION OF GOODELL ROAD.  TURN RIGHT AND GO EAST ON
 MB2303'GOODELL ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 MB2303'
 MB2303'STATION MARKS, STAMPED---84-029-1 1977---, ARE PORTAGE COUNTY
 MB2303'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2303'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2303'SURFACE.  IT IS 99.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 MB2303'CORNER OF A HOUSE, ADDRESS NUMBER 4619, 71.3 FEET
 MB2303'WEST-NORTHWEST OF A 20-INCH MAPLE TREE, 67.0 FEET EAST OF
 MB2303'TELEPHONE AND POWER POLE NUMBER 15/12, 59.4 FEET WEST OF
 MB2303'TELEPHONE AND POWER POLE NUMBER SV 47, 36.0 FEET SOUTHEAST OF
 MB2303'AN 18-INCH MAPLE TREE, AND 18.3 FEET SOUTH OF THE CENTERLINE
 MB2303'OF GOODELL ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MB2303'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2303'
 MB2303'AZIMUTH MARK 84 049 1 P CO, STAMPED---84-049-1 1977---, IS A
 MB2303'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2303'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2303'SURFACE.  IT IS 69.0 FEET NORTHWEST OF POWER POLE NUMBER SV 428,
 MB2303'56.2 FEET SOUTHEAST OF A 20-INCH MAPLE TREE, 25.4 FEET NORTH OF
 MB2303'TELEPHONE POLE NUMBER 644, AND 21.2 FEET WEST OF THE CENTERLINE
 MB2303'OF STATE ROUTE 44.
 MB2303'
 MB2303'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2303'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2303'STATION 84 011 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2303'
 MB2303'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2533 ***********************************************************************
 MB2533  DESIGNATION -  84 038 1 P CO
 MB2533  PID         -  MB2533
 MB2533  STATE/COUNTY-  OH/PORTAGE
 MB2533  USGS QUAD   -  RAVENNA (1994)
 MB2533
 MB2533                         *CURRENT SURVEY CONTROL
 MB2533  ___________________________________________________________________
 MB2533* NAD 83(1995)-  41 13 17.28438(N)    081 13 44.17679(W)     ADJUSTED  
 MB2533* NAVD 88     -       350.9    (meters)    1151.     (feet)  VERTCON   
 MB2533  ___________________________________________________________________
 MB2533  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 MB2533  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2533
 MB2533  HORZ ORDER  -  SECOND
 MB2533
 MB2533.The horizontal coordinates were established by classical geodetic methods
 MB2533.and adjusted by the National Geodetic Survey in April 1998..
 MB2533
 MB2533.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2533
 MB2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2533
 MB2533.The geoid height was determined by GEOID03.
 MB2533
 MB2533;                    North         East     Units Scale Factor Converg.
 MB2533;SPC OH N     -   173,431.565   706,572.401   MT  0.99994273   +0 50 06.1
 MB2533;UTM  17      - 4,563,367.835   480,810.549   MT  0.99960453   -0 09 03.1
 MB2533
 MB2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2533!SPC OH N     -   0.99995023  x   0.99994273  =   0.99989296
 MB2533!UTM  17      -   0.99995023  x   0.99960453  =   0.99955478
 MB2533
 MB2533:                Primary Azimuth Mark                     Grid Az
 MB2533:SPC OH N     -  84 058 1 P CO                            268 27 20.1
 MB2533:UTM  17      -  84 058 1 P CO                            269 26 29.3
 MB2533
 MB2533|---------------------------------------------------------------------|
 MB2533| PID    Reference Object                     Distance      Geod. Az  |
 MB2533|                                                           dddmmss.s |
 MB2533| MB2541 84 058 1 P CO                       APPROX. 1.1 KM 2691726.2 |
 MB2533|---------------------------------------------------------------------|
 MB2533
 MB2533                          SUPERSEDED SURVEY CONTROL
 MB2533
 MB2533  NAD 83(1986)-  41 13 17.29173(N)    081 13 44.17795(W) AD(       ) 2
 MB2533  NAD 27      -  41 13 17.08927(N)    081 13 44.81002(W) AD(       ) 2
 MB2533  NGVD 29 (07/19/86)  351.1    (m)         1152.     (f) VERT ANG       
 MB2533
 MB2533.Superseded values are not recommended for survey control.
 MB2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2533.See file dsdata.txt to determine how the superseded data were derived.
 MB2533
 MB2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8081163368(NAD 83)
 MB2533_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2533+STABILITY: SURFACE MOTION
 MB2533
 MB2533  HISTORY     - Date     Condition        Report By
 MB2533  HISTORY     - 1977     MONUMENTED       OH-133
 MB2533
 MB2533                          STATION DESCRIPTION
 MB2533
 MB2533'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2533'THE STATION IS ABOUT 6 MILES NORTHWEST OF CHARLESTOWN, 4-1/2
 MB2533'MILES SOUTHWEST OF FREEDOM, 1-1/4 MILES SOUTH OF SHALERSVILLE,
 MB2533'AND ON THE RIGHT-OF-WAY OF NICODEMUS ROAD, TOWNSHIP HIGHWAY
 MB2533'214.
 MB2533'
 MB2533'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2533'AND 44 NORTH OF RAVENNA, GO NORTH ON
 MB2533'STATE ROUTE 44 FOR 2.75 MILES TO THE T-INTERSECTION OF WEBB
 MB2533'ROAD, COUNTY HIGHWAY 204.  (TURN LEFT AND GO WEST ON WEBB ROAD
 MB2533'FOR 0.25 MILE TO THE CREST OF A HILL AND AZIMUTH MARK 84 058 1
 MB2533'P CO ON THE LEFT.)
 MB2533'CONTINUE NORTH ON STATE ROUTE 44 FOR 0.15 MILE TO
 MB2533'THE T-INTERSECTION OF NICODEMUS ROAD.  TURN RIGHT AND GO EAST
 MB2533'FOR 0.45 MILE, PAST A SHARP TURN IN THE ROAD, TO THE
 MB2533'T-INTERSECTION OF BABCOCK ROAD, TOWNSHIP HIGHWAY 215, AND
 MB2533'THE STATION ON THE RIGHT.
 MB2533'
 MB2533'STATION MARKS, STAMPED---84-038-1 1977---, ARE PORTAGE COUNTY
 MB2533'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2533'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2533'SURFACE.  IT IS ABOUT 90 YARDS SOUTHWEST OF A 36-INCH OAK TREE,
 MB2533'21.0 FEET WEST OF AN IRON ROD IN THE CENTER OF THE
 MB2533'INTERSECTION OF NICODEMUS AND BABCOCK ROADS, 15.3 FEET SOUTH OF
 MB2533'AN IRON ROD SET FLUSH WITH THE GROUND SURFACE, AND 11.9 FEET
 MB2533'NORTH OF AN IRON ROD SET FLUSH WITH THE GROUND SURFACE.  THE
 MB2533'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2533'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2533'
 MB2533'AZIMUTH MARK 84 058 1 P CO, STAMPED---84-058-1 1977---, IS A
 MB2533'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2533'CYLINDRICAL CONCRETE POST THAT IS 6 INCHES BELOW THE
 MB2533'GROUND SURFACE.  IT IS 88.5 FEET WEST-SOUTHWEST OF TELEPHONE
 MB2533'AND POWER POLE NUMBER 214/5-1/2, 84.5 FEET EAST-SOUTHEAST OF
 MB2533'TELEPHONE AND POWER POLE NUMBER 214/6, 67.4 FEET SOUTHWEST OF A
 MB2533'6-INCH APPLE TREE IN THE LAWN OF A HOUSE, ADDRESS NUMBER 4201,
 MB2533'56.4 FEET SOUTH-SOUTHEAST OF AN 8-INCH APPLE TREE, 45.8 FEET
 MB2533'WEST OF A 6-INCH WILD CHERRY TREE, AND 11.2 FEET SOUTH OF THE
 MB2533'CENTERLINE OF WEBB ROAD.
 MB2533'
 MB2533'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2533'LIGHT ABOVE STATION MARK WAS 2.1 METERS.
 MB2533'STATION 84 039 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2533'
 MB2533'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2534 ***********************************************************************
 MB2534  DESIGNATION -  84 039 1 P CO
 MB2534  PID         -  MB2534
 MB2534  STATE/COUNTY-  OH/PORTAGE
 MB2534  USGS QUAD   -  RAVENNA (1994)
 MB2534
 MB2534                         *CURRENT SURVEY CONTROL
 MB2534  ___________________________________________________________________
 MB2534* NAD 83(1995)-  41 12 52.30974(N)    081 13 44.23373(W)     ADJUSTED  
 MB2534* NAVD 88     -       354.1    (meters)    1162.     (feet)  VERTCON   
 MB2534  ___________________________________________________________________
 MB2534  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MB2534  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2534
 MB2534  HORZ ORDER  -  SECOND
 MB2534
 MB2534.The horizontal coordinates were established by classical geodetic methods
 MB2534.and adjusted by the National Geodetic Survey in April 1998..
 MB2534
 MB2534.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2534
 MB2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2534
 MB2534.The geoid height was determined by GEOID03.
 MB2534
 MB2534;                    North         East     Units Scale Factor Converg.
 MB2534;SPC OH N     -   172,661.217   706,582.302   MT  0.99994241   +0 50 06.1
 MB2534;UTM  17      - 4,562,597.692   480,807.196   MT  0.99960453   -0 09 03.1
 MB2534
 MB2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2534!SPC OH N     -   0.99994973  x   0.99994241  =   0.99989214
 MB2534!UTM  17      -   0.99994973  x   0.99960453  =   0.99955428
 MB2534
 MB2534:                Primary Azimuth Mark                     Grid Az
 MB2534:SPC OH N     -  84 038 1 P CO                            359 15 49.0
 MB2534:UTM  17      -  84 038 1 P CO                            000 14 58.2
 MB2534
 MB2534|---------------------------------------------------------------------|
 MB2534| PID    Reference Object                     Distance      Geod. Az  |
 MB2534|                                                           dddmmss.s |
 MB2534| MB2533 84 038 1 P CO                       APPROX. 0.8 KM 0000555.1 |
 MB2534| MB2535 84 040 4 P CO                       APPROX. 0.6 KM 1844830.4 |
 MB2534|---------------------------------------------------------------------|
 MB2534
 MB2534                          SUPERSEDED SURVEY CONTROL
 MB2534
 MB2534  NAD 83(1986)-  41 12 52.31698(N)    081 13 44.23532(W) AD(       ) 2
 MB2534  NAD 27      -  41 12 52.11428(N)    081 13 44.86711(W) AD(       ) 2
 MB2534  NGVD 29 (07/19/86)  354.3    (m)         1162.     (f) VERT ANG       
 MB2534
 MB2534.Superseded values are not recommended for survey control.
 MB2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2534.See file dsdata.txt to determine how the superseded data were derived.
 MB2534
 MB2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8080762598(NAD 83)
 MB2534_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2534+STABILITY: SURFACE MOTION
 MB2534
 MB2534  HISTORY     - Date     Condition        Report By
 MB2534  HISTORY     - 1977     MONUMENTED       OH-133
 MB2534
 MB2534                          STATION DESCRIPTION
 MB2534
 MB2534'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2534'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF FREEDOM, 4 MILES
 MB2534'NORTH OF RAVENNA, 1-3/4 MILES SOUTH OF SHALERSVILLE, AND ON THE
 MB2534'RIGHT-OF-WAY OF NICODEMUS ROAD, TOWNSHIP HIGHWAY 214.
 MB2534'
 MB2534'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2534'AND 44 NORTH OF RAVENNA, GO NORTH ON STATE
 MB2534'ROUTE 44 FOR 2.9 MILES TO THE INTERSECTION OF NICODEMUS ROAD.
 MB2534'TURN RIGHT AND GO EAST FOR 0.95 MILE TO THE STATION ON THE
 MB2534'LEFT.
 MB2534'
 MB2534'STATION MARK, STAMPED---84-039-1 1977---, IS A PORTAGE COUNTY
 MB2534'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2534'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 26.9 FEET
 MB2534'NORTH OF TELEPHONE POLE NUMBER 16/15, 20.6 FEET SOUTH OF A
 MB2534'STEEL FENCE POST, AND 17.4 FEET EAST OF THE CENTERLINE OF
 MB2534'NICODEMUS ROAD.
 MB2534'
 MB2534'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2534'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2534'STATIONS 84 038 1 P CO AND 84 040 4 P CO CAN BE USED AS
 MB2534'AZIMUTH MARKS.
 MB2534'
 MB2534'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2535 ***********************************************************************
 MB2535  DESIGNATION -  84 040 4 P CO
 MB2535  PID         -  MB2535
 MB2535  STATE/COUNTY-  OH/PORTAGE
 MB2535  USGS QUAD   -  RAVENNA (1994)
 MB2535
 MB2535                         *CURRENT SURVEY CONTROL
 MB2535  ___________________________________________________________________
 MB2535* NAD 83(1995)-  41 12 34.46138(N)    081 13 46.22190(W)     ADJUSTED  
 MB2535* NAVD 88     -       353.3    (meters)    1159.     (feet)  VERTCON   
 MB2535  ___________________________________________________________________
 MB2535  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 MB2535  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2535
 MB2535  HORZ ORDER  -  SECOND
 MB2535
 MB2535.The horizontal coordinates were established by classical geodetic methods
 MB2535.and adjusted by the National Geodetic Survey in April 1998..
 MB2535
 MB2535.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2535
 MB2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2535
 MB2535.The geoid height was determined by GEOID03.
 MB2535
 MB2535;                    North         East     Units Scale Factor Converg.
 MB2535;SPC OH N     -   172,110.020   706,544.016   MT  0.99994220   +0 50 04.7
 MB2535;UTM  17      - 4,562,047.421   480,759.447   MT  0.99960456   -0 09 04.3
 MB2535
 MB2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2535!SPC OH N     -   0.99994985  x   0.99994220  =   0.99989206
 MB2535!UTM  17      -   0.99994985  x   0.99960456  =   0.99955443
 MB2535
 MB2535:                Primary Azimuth Mark                     Grid Az
 MB2535:SPC OH N     -  84 039 1 P CO                            003 58 24.4
 MB2535:UTM  17      -  84 039 1 P CO                            004 57 33.4
 MB2535
 MB2535|---------------------------------------------------------------------|
 MB2535| PID    Reference Object                     Distance      Geod. Az  |
 MB2535|                                                           dddmmss.s |
 MB2535| MB2534 84 039 1 P CO                       APPROX. 0.6 KM 0044829.1 |
 MB2535|---------------------------------------------------------------------|
 MB2535
 MB2535                          SUPERSEDED SURVEY CONTROL
 MB2535
 MB2535  NAD 83(1986)-  41 12 34.46853(N)    081 13 46.22385(W) AD(       ) 2
 MB2535  NAD 27      -  41 12 34.26569(N)    081 13 46.85533(W) AD(       ) 2
 MB2535  NGVD 29 (07/19/86)  353.5    (m)         1160.     (f) VERT ANG       
 MB2535
 MB2535.Superseded values are not recommended for survey control.
 MB2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2535.See file dsdata.txt to determine how the superseded data were derived.
 MB2535
 MB2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8075962047(NAD 83)
 MB2535_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2535+STABILITY: SURFACE MOTION
 MB2535
 MB2535  HISTORY     - Date     Condition        Report By
 MB2535  HISTORY     - 1977     MONUMENTED       OH-133
 MB2535
 MB2535                          STATION DESCRIPTION
 MB2535
 MB2535'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2535'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF STREETSBORO,
 MB2535'3-3/4 MILES NORTH-NORTHEAST OF RAVENNA, 2 MILES SOUTH OF
 MB2535'SHALERSVILLE, AND ON THE RIGHT-OF-WAY OF NICODEMUS ROAD,
 MB2535'TOWNSHIP HIGHWAY 214.
 MB2535'
 MB2535'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2535'AND 44 NORTH OF RAVENNA, GO NORTH ON STATE
 MB2535'ROUTE 44 FOR 1.55 MILES TO THE INTERSECTION OF LAKE ROCKWELL
 MB2535'ROAD, COUNTY HIGHWAY 154.  TURN RIGHT AND GO EAST ON LAKE
 MB2535'ROCKWELL ROAD FOR 0.85 MILE TO THE T-INTERSECTION OF NICODEMUS
 MB2535'ROAD.  TURN LEFT AND GO NORTH ON NICODEMUS ROAD FOR 0.5 MILE TO
 MB2535'THE STATION ON THE LEFT.
 MB2535'
 MB2535'STATION MARK, STAMPED---84-040-4 1977---, IS A PORTAGE COUNTY
 MB2535'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2535'POST THAT IS 10 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2535'ON THE EASTERN EDGE OF A PLOWED FIELD, 198.8 FEET SOUTH OF
 MB2535'POWER POLE NUMBER SV 788, 117.7 FEET NORTH OF POWER POLE NUMBER
 MB2535'SV 1820, 41.9 FEET NORTHWEST OF TELEPHONE POLE NUMBER 169/9,
 MB2535'AND 19.4 FEET WEST OF THE CENTERLINE OF NICODEMUS ROAD.
 MB2535'
 MB2535'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2535'LIGHT ABOVE STATION MARK WAS 2.0 METERS.
 MB2535'STATIONS 84 039 1 P CO AND RAVENNA 151 CAN BE USED AS
 MB2535'AZIMUTH MARKS.
 MB2535'
 MB2535'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2285 ***********************************************************************
 MB2285  DESIGNATION -  84 049 1 P CO
 MB2285  PID         -  MB2285
 MB2285  STATE/COUNTY-  OH/PORTAGE
 MB2285  USGS QUAD   -  MANTUA (1994)
 MB2285
 MB2285                         *CURRENT SURVEY CONTROL
 MB2285  ___________________________________________________________________
 MB2285* NAD 83(1995)-  41 15 54.12994(N)    081 13 51.91361(W)     ADJUSTED  
 MB2285* NAVD 88     -       360.     (meters)    1181.     (feet)  VERTCON   
 MB2285  ___________________________________________________________________
 MB2285  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 MB2285  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB2285
 MB2285  HORZ ORDER  -  SECOND
 MB2285
 MB2285.This mark is at Portage County Airport (29G)
 MB2285
 MB2285.The horizontal coordinates were established by classical geodetic methods
 MB2285.and adjusted by the National Geodetic Survey in April 1998..
 MB2285
 MB2285.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2285
 MB2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2285
 MB2285.The geoid height was determined by GEOID03.
 MB2285
 MB2285;                    North         East     Units Scale Factor Converg.
 MB2285;SPC OH N     -   178,266.782   706,321.828   MT  0.99994505   +0 50 01.0
 MB2285;UTM  17      - 4,568,205.007   480,643.272   MT  0.99960461   -0 09 08.7
 MB2285
 MB2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2285!SPC OH N     -   0.99994884  x   0.99994505  =   0.99989389
 MB2285!UTM  17      -   0.99994884  x   0.99960461  =   0.99955347
 MB2285
 MB2285                          SUPERSEDED SURVEY CONTROL
 MB2285
 MB2285  NAD 83(1986)-  41 15 54.13748(N)    081 13 51.91360(W) AD(       ) 2
 MB2285  NAD 27      -  41 15 53.93658(N)    081 13 52.54581(W) AD(       ) 2
 MB2285  NGVD 29 (07/19/86)  360.     (m)         1181.     (f) VERT ANG       
 MB2285
 MB2285.Superseded values are not recommended for survey control.
 MB2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2285.See file dsdata.txt to determine how the superseded data were derived.
 MB2285
 MB2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8064368205(NAD 83)
 MB2285_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2285+STABILITY: SURFACE MOTION
 MB2285
 MB2285  HISTORY     - Date     Condition        Report By
 MB2285  HISTORY     - 1977     MONUMENTED       OH-133
 MB2285
 MB2285                          STATION DESCRIPTION
 MB2285
 MB2285'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2285'THE STATION IS ABOUT 6-1/2 MILES NORTHEAST OF STREETSBORO,
 MB2285'1-3/4 MILES NORTH OF SHALERSVILLE, 1-1/2 MILES SOUTHWEST OF
 MB2285'MANTUA, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 44.
 MB2285'
 MB2285'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2285'AND 44 IN SHALERSVILLE, GO NORTH ON STATE ROUTE 44 FOR 1.8
 MB2285'MILES TO THE CREST OF A HILL AND THE STATION ON THE LEFT.
 MB2285'
 MB2285'STATION MARK, STAMPED---84-049-1 1977---, IS A PORTAGE COUNTY
 MB2285'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2285'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 69.0 FEET
 MB2285'NORTHWEST OF POWER POLE NUMBER SV 428, 56.2 FEET SOUTHEAST OF A
 MB2285'20-INCH MAPLE TREE, 25.4 FEET NORTH OF TELEPHONE POLE NUMBER
 MB2285'644, AND 21.2 FEET WEST OF THE CENTERLINE OF STATE ROUTE 44.
 MB2285'
 MB2285'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2285'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2285'STATION 84 029 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2285'
 MB2285'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2305 ***********************************************************************
 MB2305  DESIGNATION -  84 052 1 P CO
 MB2305  PID         -  MB2305
 MB2305  STATE/COUNTY-  OH/PORTAGE
 MB2305  USGS QUAD   -  MANTUA (1994)
 MB2305
 MB2305                         *CURRENT SURVEY CONTROL
 MB2305  ___________________________________________________________________
 MB2305* NAD 83(1995)-  41 16 00.03061(N)    081 14 34.65317(W)     ADJUSTED  
 MB2305* NAVD 88     -       338.5    (meters)    1111.     (feet)  VERTCON   
 MB2305  ___________________________________________________________________
 MB2305  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 MB2305  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB2305
 MB2305  HORZ ORDER  -  SECOND
 MB2305
 MB2305.The horizontal coordinates were established by classical geodetic methods
 MB2305.and adjusted by the National Geodetic Survey in April 1998..
 MB2305
 MB2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2305
 MB2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2305
 MB2305.The geoid height was determined by GEOID03.
 MB2305
 MB2305;                    North         East     Units Scale Factor Converg.
 MB2305;SPC OH N     -   178,434.382   705,324.514   MT  0.99994515   +0 49 32.9
 MB2305;UTM  17      - 4,568,389.682   479,649.328   MT  0.99960510   -0 09 36.9
 MB2305
 MB2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2305!SPC OH N     -   0.99995218  x   0.99994515  =   0.99989733
 MB2305!UTM  17      -   0.99995218  x   0.99960510  =   0.99955730
 MB2305
 MB2305:                Primary Azimuth Mark                     Grid Az
 MB2305:SPC OH N     -  ST JOSEPH                                018 40 44.2
 MB2305:UTM  17      -  ST JOSEPH                                019 39 54.0
 MB2305
 MB2305|---------------------------------------------------------------------|
 MB2305| PID    Reference Object                     Distance      Geod. Az  |
 MB2305|                                                           dddmmss.s |
 MB2305| MB2284 ST JOSEPH                           APPROX. 3.0 KM 0193017.1 |
 MB2305| MB2288 84 052 2 P CO                       163.862 METERS 10643     |
 MB2305| MB2291 84 052 3 P CO                       280.704 METERS 26647     |
 MB2305|---------------------------------------------------------------------|
 MB2305
 MB2305                          SUPERSEDED SURVEY CONTROL
 MB2305
 MB2305  NAD 83(1986)-  41 16 00.03909(N)    081 14 34.65297(W) AD(       ) 2
 MB2305  NAD 27      -  41 15 59.83748(N)    081 14 35.28475(W) AD(       ) 2
 MB2305  NGVD 29 (07/19/86)  338.7    (m)         1111.     (f) VERT ANG       
 MB2305
 MB2305.Superseded values are not recommended for survey control.
 MB2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2305.See file dsdata.txt to determine how the superseded data were derived.
 MB2305
 MB2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7964968390(NAD 83)
 MB2305_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2305+STABILITY: SURFACE MOTION
 MB2305
 MB2305  HISTORY     - Date     Condition        Report By
 MB2305  HISTORY     - 1977     MONUMENTED       OH-133
 MB2305
 MB2305                          STATION DESCRIPTION
 MB2305
 MB2305'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2305'THE STATION IS ABOUT 5-3/4 MILES NORTH EAST OF STREETSBORO,
 MB2305'2 MILES NORTHWEST OF SHALERSVILLE, 1-1/2 MILES SOUTHWEST OF
 MB2305'MANTUA, AND ON THE RIGHT-OF-WAY OF DUDLEY ROAD, TOWNSHIP
 MB2305'HIGHWAY 221.
 MB2305'
 MB2305'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2305'AND 303 IN SHALERSVILLE, GO NORTH ON STATE ROUTE
 MB2305'44 FOR 1.85 MILES TO THE T-INTERSECTION OF DUDLEY ROAD.  TURN
 MB2305'LEFT AND GO WEST ON DUDLEY ROAD FOR 0.55 MILE TO AZIMUTH MARK
 MB2305'84 052 2 P CO ON THE RIGHT.  CONTINUE WEST ON DUDLEY ROAD FOR 0.1
 MB2305'MILE TO THE STATION ON THE RIGHT.  CONTINUE WEST ON DUDLEY ROAD
 MB2305'FOR 0.2 MILE TO THE T-INTERSECTION OF INFIRMARY ROAD, COUNTY
 MB2305'HIGHWAY 164, AND AZIMUTH MARK 84 052 3 P CO ON THE SOUTHEAST
 MB2305'CORNER OF THE INTERSECTION.
 MB2305'
 MB2305'STATION MARKS, STAMPED---84-052-1 1977---, ARE PORTAGE COUNTY
 MB2305'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2305'CYLINDRICAL CONCRETE POST THAT IS 14 INCHES BELOW THE
 MB2305'GROUND SURFACE.  IT IS SOUTH OF THE SOUTHEAST CORNER OF A LARGE
 MB2305'BARN, 112.0 FEET SOUTHWEST OF A TELEPHONE AND POWER POLE, 32.6
 MB2305'FEET WEST-SOUTHWEST OF TELEPHONE AND POWER POLE NUMBER
 MB2305'42/13, AND 17.5 FEET NORTH OF THE CENTERLINE OF DUDLEY ROAD.
 MB2305'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2305'ABOUT 42-INCHES BELOW THE GROUND SURFACE.
 MB2305'
 MB2305'AZIMUTH MARK 84 052 2 P CO, STAMPED---84-052-2 1977---, IS A
 MB2305'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2305'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2305'SURFACE.  IT IS 148.0 FEET NORTHWEST OF AN
 MB2305'18-INCH ELM TREE, 78.2 FEET SOUTHWEST OF A BRIDGE SPIKE IN
 MB2305'A TWIN TRUNKED 12-INCH WILD CHERRY TREE, 27.7 FEET NORTH OF
 MB2305'DUDLEY ROAD, AND 22.0 FEET WEST OF TELEPHONE AND POWER POLE
 MB2305'NUMBER 42/11.
 MB2305'
 MB2305'AZIMUTH MARK 84 052 3 P CO, STAMPED---84-052-3 1977---, IS A
 MB2305'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2305'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2305'SURFACE.  IT IS 119.0 FEET EAST-NORTHEAST OF THE NORTHEAST
 MB2305'CORNER OF A HOUSE, ADDRESS NUMBER 10115, 90.6 FEET SOUTHWEST OF
 MB2305'A 36-INCH OAK TREE, 83.2 FEET NORTH OF TELEPHONE AND POWER POLE
 MB2305'NUMBER 58/28, 50.2 FEET SOUTHEAST OF A 12-INCH MAPLE TREE, AND
 MB2305'18.2 FEET EAST OF THE CENTERLINE OF INFIRMARY ROAD.
 MB2305'
 MB2305'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2305'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2305'
 MB2305'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2288 ***********************************************************************
 MB2288  DESIGNATION -  84 052 2 P CO
 MB2288  PID         -  MB2288
 MB2288  STATE/COUNTY-  OH/PORTAGE
 MB2288  USGS QUAD   -  MANTUA (1994)
 MB2288
 MB2288                         *CURRENT SURVEY CONTROL
 MB2288  ___________________________________________________________________
 MB2288* NAD 83(1995)-  41 15 58.50341(N)    081 14 27.91064(W)     ADJUSTED  
 MB2288* NAVD 88     -       353.     (meters)    1158.     (feet)  VERTCON   
 MB2288  ___________________________________________________________________
 MB2288  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 MB2288  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB2288
 MB2288  HORZ ORDER  -  SECOND
 MB2288
 MB2288.The horizontal coordinates were established by classical geodetic methods
 MB2288.and adjusted by the National Geodetic Survey in April 1998..
 MB2288
 MB2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2288
 MB2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2288
 MB2288.The geoid height was determined by GEOID03.
 MB2288
 MB2288;                    North         East     Units Scale Factor Converg.
 MB2288;SPC OH N     -   178,389.539   705,482.112   MT  0.99994513   +0 49 37.4
 MB2288;UTM  17      - 4,568,342.150   479,806.077   MT  0.99960502   -0 09 32.4
 MB2288
 MB2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2288!SPC OH N     -   0.99994994  x   0.99994513  =   0.99989507
 MB2288!UTM  17      -   0.99994994  x   0.99960502  =   0.99955498
 MB2288
 MB2288                          SUPERSEDED SURVEY CONTROL
 MB2288
 MB2288  NAD 83(1986)-  41 15 58.51188(N)    081 14 27.91044(W) AD(       ) 2
 MB2288  NAD 27      -  41 15 58.31026(N)    081 14 28.54244(W) AD(       ) 2
 MB2288  NGVD 29 (07/19/86)  353.     (m)         1158.     (f) VERT ANG       
 MB2288
 MB2288.Superseded values are not recommended for survey control.
 MB2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2288.See file dsdata.txt to determine how the superseded data were derived.
 MB2288
 MB2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7980668342(NAD 83)
 MB2288_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2288+STABILITY: SURFACE MOTION
 MB2288
 MB2288  HISTORY     - Date     Condition        Report By
 MB2288  HISTORY     - 1977     MONUMENTED       OH-133
 MB2288
 MB2288                          STATION DESCRIPTION
 MB2288
 MB2288'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2288'THE STATION IS ABOUT 5-3/4 MILES NORTH EAST OF STREETSBORO,
 MB2288'2 MILES NORTHWEST OF SHALERSVILLE, 1-1/2 MILES SOUTHWEST OF
 MB2288'MANTUA, AND ON THE RIGHT-OF-WAY OF DUDLEY ROAD, TOWNSHIP HIGHWAY
 MB2288'221.
 MB2288'
 MB2288'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2288'AND 303 IN SHALERSVILLE, GO NORTH ON STATE ROUTE
 MB2288'44 FOR 1.85 MILES TO THE T-INTERSECTION OF DUDLEY ROAD.
 MB2288'TURN LEFT AND GO WEST ON DUDLEY ROAD FOR 0.55 MILE TO THE
 MB2288'STATION ON THE RIGHT.
 MB2288'
 MB2288'STATION MARK, STAMPED---84-052-2 1977---, IS A PORTAGE COUNTY
 MB2288'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2288'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2288'148.0 FEET NORTHWEST OF AN 18-INCH ELM TREE, 78.2
 MB2288'FEET SOUTHWEST OF A BRIDGE SPIKE IN A TWIN TRUNKED 12-INCH
 MB2288'WILD CHERRY TREE, 27.7 FEET NORTH OF DUDLEY ROAD, AND 22.0
 MB2288'FEET WEST OF TELEPHONE AND POWER POLE NUMBER 42/11.
 MB2288'
 MB2288'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2288'LIGHT ABOVE STATION MARK WAS 1.7 METERS.  STATION
 MB2288'84 052 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2288'
 MB2288'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2291 ***********************************************************************
 MB2291  DESIGNATION -  84 052 3 P CO
 MB2291  PID         -  MB2291
 MB2291  STATE/COUNTY-  OH/PORTAGE
 MB2291  USGS QUAD   -  MANTUA (1994)
 MB2291
 MB2291                         *CURRENT SURVEY CONTROL
 MB2291  ___________________________________________________________________
 MB2291* NAD 83(1995)-  41 15 59.51924(N)    081 14 46.69367(W)     ADJUSTED  
 MB2291* NAVD 88     -       330.     (meters)    1083.     (feet)  VERTCON   
 MB2291  ___________________________________________________________________
 MB2291  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 MB2291  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB2291
 MB2291  HORZ ORDER  -  SECOND
 MB2291
 MB2291.The horizontal coordinates were established by classical geodetic methods
 MB2291.and adjusted by the National Geodetic Survey in April 1998..
 MB2291
 MB2291.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2291
 MB2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2291
 MB2291.The geoid height was determined by GEOID03.
 MB2291
 MB2291;                    North         East     Units Scale Factor Converg.
 MB2291;SPC OH N     -   178,414.575   705,044.526   MT  0.99994514   +0 49 25.0
 MB2291;UTM  17      - 4,568,374.701   479,369.136   MT  0.99960524   -0 09 44.8
 MB2291
 MB2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2291!SPC OH N     -   0.99995355  x   0.99994514  =   0.99989869
 MB2291!UTM  17      -   0.99995355  x   0.99960524  =   0.99955880
 MB2291
 MB2291                          SUPERSEDED SURVEY CONTROL
 MB2291
 MB2291  NAD 83(1986)-  41 15 59.52775(N)    081 14 46.69348(W) AD(       ) 2
 MB2291  NAD 27      -  41 15 59.32614(N)    081 14 47.32486(W) AD(       ) 2
 MB2291  NGVD 29 (07/19/86)  330.     (m)         1083.     (f) VERT ANG       
 MB2291
 MB2291.Superseded values are not recommended for survey control.
 MB2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2291.See file dsdata.txt to determine how the superseded data were derived.
 MB2291
 MB2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7936968375(NAD 83)
 MB2291_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2291+STABILITY: SURFACE MOTION
 MB2291
 MB2291  HISTORY     - Date     Condition        Report By
 MB2291  HISTORY     - 1977     MONUMENTED       OH-133
 MB2291
 MB2291                          STATION DESCRIPTION
 MB2291
 MB2291'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2291'THE STATION IS ABOUT 5-3/4 MILES NORTH EAST OF STREETSBORO,
 MB2291'2 MILES NORTH WEST OF SHALERSVILLE, 1-1/2 MILES SOUTHWEST OF
 MB2291'MANTUA, AND ON THE RIGHT-OF-WAY OF DUDLEY ROAD, TOWNSHIP 221.
 MB2291'
 MB2291'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2291'AND 303 IN SHALERSVILLE, GO NORTH ON STATE
 MB2291'ROUTE 44 FOR 1.85 MILES TO THE T-INTERSECTION OF DUDLEY ROAD.
 MB2291'TURN LEFT AND GO WEST ON DUDLEY ROAD FOR 0.85 MILE TO THE
 MB2291'T-INTERSECTION OF INFIRMARY ROAD, COUNTY HIGHWAY 164
 MB2291'AND THE STATION ON THE SOUTHEAST CORNER OF THE INTERSECTION.
 MB2291'
 MB2291'STATION MARK, STAMPED---84-052-3 1977---, IS A PORTAGE COUNTY
 MB2291'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2291'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 119.0 FEET
 MB2291'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, ADDRESS
 MB2291'NUMBER 10115, 90.6 FEET SOUTHWEST OF A 36-INCH OAK TREE, 83.2
 MB2291'FEET NORTH OF TELEPHONE AND POWER POLE NUMBERR 58/28, 50.2 FEET
 MB2291'SOUTHEAST OF A 12-INCH MAPLE TREE AND 18.2 FEET EAST OF THE
 MB2291'CENTERLINE OF INFIRMARY ROAD.
 MB2291'
 MB2291'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2291'LIGHT ABOVE STATION MARK WAS 1.1 METERS.  STATION 84 052 1 P CO
 MB2291'CAN BE USED AS AZIMUTH MARKS.
 MB2291'
 MB2291'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2818 ***********************************************************************
 MB2818  DESIGNATION -  84 054 1 P CO
 MB2818  PID         -  MB2818
 MB2818  STATE/COUNTY-  OH/PORTAGE
 MB2818  USGS QUAD   -  AURORA (1964)
 MB2818
 MB2818                         *CURRENT SURVEY CONTROL
 MB2818  ___________________________________________________________________
 MB2818* NAD 83(1995)-  41 15 11.62900(N)    081 15 01.55855(W)     ADJUSTED  
 MB2818* NAVD 88     -       348.2    (meters)    1142.     (feet)  VERTCON   
 MB2818  ___________________________________________________________________
 MB2818  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 MB2818  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MB2818
 MB2818  HORZ ORDER  -  SECOND
 MB2818
 MB2818.The horizontal coordinates were established by classical geodetic methods
 MB2818.and adjusted by the National Geodetic Survey in April 1998..
 MB2818
 MB2818.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2818
 MB2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2818
 MB2818.The geoid height was determined by GEOID03.
 MB2818
 MB2818;                    North         East     Units Scale Factor Converg.
 MB2818;SPC OH N     -   176,932.444   704,719.744   MT  0.99994437   +0 49 15.3
 MB2818;UTM  17      - 4,566,898.879   479,019.014   MT  0.99960542   -0 09 54.5
 MB2818
 MB2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2818!SPC OH N     -   0.99995066  x   0.99994437  =   0.99989503
 MB2818!UTM  17      -   0.99995066  x   0.99960542  =   0.99955610
 MB2818
 MB2818:                Primary Azimuth Mark                     Grid Az
 MB2818:SPC OH N     -  84 054 3 P CO                            115 11 53.3
 MB2818:UTM  17      -  84 054 3 P CO                            116 11 03.1
 MB2818
 MB2818|---------------------------------------------------------------------|
 MB2818| PID    Reference Object                     Distance      Geod. Az  |
 MB2818|                                                           dddmmss.s |
 MB2818| MB2289 84 054 3 P CO                       APPROX. 0.6 KM 1160108.6 |
 MB2818| MB2558 84 054 2 P CO                       APPROX. 0.8 KM 1810059.4 |
 MB2818|---------------------------------------------------------------------|
 MB2818
 MB2818                          SUPERSEDED SURVEY CONTROL
 MB2818
 MB2818  NAD 83(1986)-  41 15 11.63675(N)    081 15 01.55877(W) AD(       ) 2
 MB2818  NAD 27      -  41 15 11.43532(N)    081 15 02.18921(W) AD(       ) 2
 MB2818  NGVD 29 (07/19/86)  348.4    (m)         1143.     (f) VERT ANG       
 MB2818
 MB2818.Superseded values are not recommended for survey control.
 MB2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2818.See file dsdata.txt to determine how the superseded data were derived.
 MB2818
 MB2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7901966899(NAD 83)
 MB2818_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2818+STABILITY: SURFACE MOTION
 MB2818
 MB2818  HISTORY     - Date     Condition        Report By
 MB2818  HISTORY     - 1977     MONUMENTED       OH-133
 MB2818
 MB2818                          STATION DESCRIPTION
 MB2818
 MB2818'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2818'THE STATION IS ABOUT 5-1/2 MILES WEST OF FREEDOM, 4 MILES SOUTH
 MB2818'OF MANTUA, 1-1/2 MILES NORTHWEST OF SHALERSVILLE, AND ON THE
 MB2818'RIGHT-OF-WAY OF INFIRMARY ROAD, COUNTY HIGHWAY 164.
 MB2818'
 MB2818'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2818'AND 44 IN SHALERSVILLE, GO WEST ON STATE ROUTE 303 FOR 1.2
 MB2818'MILES TO THE INTERSECTION OF INFIRMARY ROAD.  TURN RIGHT AND GO
 MB2818'NORTH ON INFIRMARY ROAD FOR 0.25 MILE TO AZIMUTH MARK 84 054 2
 MB2818'P CO ON THE RIGHT, JUST NORTH OF AN OHIO TURNPIKE OVERPASS.
 MB2818'CONTINUE NORTH ON INFIRMARY ROAD FOR 0.5 MILE TO THE
 MB2818'INTERSECTION OF BECK ROAD, TOWNSHIP HIGHWAY 213, AND THE
 MB2818'STATION ON THE RIGHT, JUST SOUTH OF THE INTERSECTION.  TURN
 MB2818'RIGHT ON BECK ROAD AND GO EAST FOR 0.4 MILE TO AZIMUTH MARK
 MB2818'84 054 3 P CO ON THE RIGHT.
 MB2818'
 MB2818'STATION MARKS, STAMPED---84-054-1 1977---, ARE PORTAGE COUNTY
 MB2818'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2818'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2818'SURFACE.  IT IS 33.4 FEET SOUTH OF THE CENTERLINE OF BECK ROAD,
 MB2818'18.5 FEET EAST OF THE CENTERLINE OF INFIRMARY ROAD, 6.0 FEET
 MB2818'NORTH OF A U.S. GEOLOGICAL SURVEY BENCH MARK, AND 4.4 FEET
 MB2818'SOUTH OF TELEPHONE
 MB2818'AND POWER POLE NUMBER 3/1.  THE UNDERGROUND DISK IS SET IN AN
 MB2818'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2818'SURFACE.
 MB2818'
 MB2818'AZIMUTH MARK 84 054 2 P CO, STAMPED---84-054-2 1977---, IS A
 MB2818'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2818'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2818'SURFACE.  IT IS 65.4 FEET SOUTHWEST OF THE NORTHEAST CORNER
 MB2818'FENCE POST OF THE RIGHT-OF-WAY FENCE OF THE OHIO TURNPIKE, 70.7
 MB2818'FEET SOUTHEAST OF THE CORNER FENCE POST WEST OF INFIRMARY ROAD,
 MB2818'51.2 FEET NORTH OF THE NORTH FACE OF A CONCRETE BRIDGE SUPPORT,
 MB2818'EAST OF INFIRMARY ROAD, AND 21.7 FEET EAST OF THE CENTERLINE
 MB2818'OF INFIRMARY ROAD.
 MB2818'
 MB2818'AZIMUTH MARK 84 054 3 P CO, STAMPED---84-054-3 1977---, IS A
 MB2818'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2818'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2818'SURFACE.  IT IS 64.0 FEET SOUTHWEST OF A 30-INCH WILLOW TREE,
 MB2818'63.2 FEET EAST OF THE NORTHEAST CORNER OF A SHED, 41.1 FEET
 MB2818'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 27.7 FEET WEST OF
 MB2818'A POWER POLE, AND 29 FEET SOUTH OF THE CENTERLINE OF BECK ROAD.
 MB2818'
 MB2818'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2818'LIGHT ABOVE STATION MARK WAS 2.9 METERS.
 MB2818'
 MB2818'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2558 ***********************************************************************
 MB2558  DESIGNATION -  84 054 2 P CO
 MB2558  PID         -  MB2558
 MB2558  STATE/COUNTY-  OH/PORTAGE
 MB2558  USGS QUAD   -  KENT (1994)
 MB2558
 MB2558                         *CURRENT SURVEY CONTROL
 MB2558  ___________________________________________________________________
 MB2558* NAD 83(1995)-  41 14 45.96886(N)    081 15 02.16179(W)     ADJUSTED  
 MB2558* NAVD 88     -       337.     (meters)    1106.     (feet)  VERTCON   
 MB2558  ___________________________________________________________________
 MB2558  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 MB2558  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MB2558
 MB2558  HORZ ORDER  -  SECOND
 MB2558
 MB2558.The horizontal coordinates were established by classical geodetic methods
 MB2558.and adjusted by the National Geodetic Survey in April 1998..
 MB2558
 MB2558.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2558
 MB2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2558
 MB2558.The geoid height was determined by GEOID03.
 MB2558
 MB2558;                    North         East     Units Scale Factor Converg.
 MB2558;SPC OH N     -   176,140.762   704,717.041   MT  0.99994397   +0 49 14.9
 MB2558;UTM  17      - 4,566,107.629   479,002.694   MT  0.99960543   -0 09 54.8
 MB2558
 MB2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2558!SPC OH N     -   0.99995245  x   0.99994397  =   0.99989642
 MB2558!UTM  17      -   0.99995245  x   0.99960543  =   0.99955789
 MB2558
 MB2558                          SUPERSEDED SURVEY CONTROL
 MB2558
 MB2558  NAD 83(1986)-  41 14 45.97661(N)    081 15 02.16214(W) AD(       ) 2
 MB2558  NAD 27      -  41 14 45.77491(N)    081 15 02.79245(W) AD(       ) 2
 MB2558  NGVD 29 (07/19/86)  337.     (m)         1106.     (f) VERT ANG       
 MB2558
 MB2558.Superseded values are not recommended for survey control.
 MB2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2558.See file dsdata.txt to determine how the superseded data were derived.
 MB2558
 MB2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7900366108(NAD 83)
 MB2558_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2558+STABILITY: SURFACE MOTION
 MB2558
 MB2558  HISTORY     - Date     Condition        Report By
 MB2558  HISTORY     - 1977     MONUMENTED       OH-133
 MB2558
 MB2558                          STATION DESCRIPTION
 MB2558
 MB2558'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2558'THE STATION IS ABOUT 5-1/2 MILES WEST OF FREEDOM, 4 MILES SOUTH
 MB2558'OF MANTUA, 1-1/2 MILES NORTHWEST OF SHALERSVILLE, AND ON THE
 MB2558'RIGHT-OF-WAY OF INFIRMARY ROAD, COUNTY HIGHWAY 164.
 MB2558'
 MB2558'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2558'AND 44 IN SHALERSVILLE, GO WEST ON STATE ROUTE 303 FOR 1.2
 MB2558'MILES TO THE INTERSECTION OF INFIRMARY ROAD.  TURN RIGHT AND GO
 MB2558'NORTH ON INFIRMARY ROAD FOR 0.25 MILE TO THE STATION ON THE
 MB2558'RIGHT, JUST NORTH OF AN OHIO TURNPIKE OVERPASS.
 MB2558'
 MB2558'STATION MARK, STAMPED---84-054-2 1977---, IS A PORTAGE COUNTY
 MB2558'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2558'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 65.4 FEET
 MB2558'SOUTHWEST OF THE NORTHEAST CORNER FENCE POST THE OF RIGHT-OF-WAY
 MB2558'FENCE OF THE OHIO TURNPIKE, 70.7 FEET SOUTHEAST OF THE CORNER
 MB2558'FENCE POST WEST OF INFIRMARY ROAD, 51.2 FEET NORTH OF THE NORTH
 MB2558'FACE OF A CONCRETE BRIDGE SUPPORT EAST OF INFIRMARY ROAD, AND
 MB2558'21.7 FEET EAST OF THE CENTERLINE OF INFIRMARY ROAD.
 MB2558'
 MB2558'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2558'LIGHT ABOVE STATION MARK WAS 2.2 METERS.
 MB2558'STATION 84 054 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2558'
 MB2558'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2289 ***********************************************************************
 MB2289  DESIGNATION -  84 054 3 P CO
 MB2289  PID         -  MB2289
 MB2289  STATE/COUNTY-  OH/PORTAGE
 MB2289  USGS QUAD   -  MANTUA (1994)
 MB2289
 MB2289                         *CURRENT SURVEY CONTROL
 MB2289  ___________________________________________________________________
 MB2289* NAD 83(1995)-  41 15 02.57855(N)    081 14 36.99364(W)     ADJUSTED  
 MB2289* NAVD 88     -       356.     (meters)    1168.     (feet)  VERTCON   
 MB2289  ___________________________________________________________________
 MB2289  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 MB2289  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MB2289
 MB2289  HORZ ORDER  -  SECOND
 MB2289
 MB2289.The horizontal coordinates were established by classical geodetic methods
 MB2289.and adjusted by the National Geodetic Survey in April 1998..
 MB2289
 MB2289.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2289
 MB2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2289
 MB2289.The geoid height was determined by GEOID03.
 MB2289
 MB2289;                    North         East     Units Scale Factor Converg.
 MB2289;SPC OH N     -   176,661.500   705,295.575   MT  0.99994423   +0 49 31.4
 MB2289;UTM  17      - 4,566,618.162   479,589.905   MT  0.99960513   -0 09 38.3
 MB2289
 MB2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2289!SPC OH N     -   0.99994947  x   0.99994423  =   0.99989370
 MB2289!UTM  17      -   0.99994947  x   0.99960513  =   0.99955462
 MB2289
 MB2289                          SUPERSEDED SURVEY CONTROL
 MB2289
 MB2289  NAD 83(1986)-  41 15 02.58622(N)    081 14 36.99390(W) AD(       ) 2
 MB2289  NAD 27      -  41 15 02.38476(N)    081 14 37.62510(W) AD(       ) 2
 MB2289  NGVD 29 (07/19/86)  356.     (m)         1168.     (f) VERT ANG       
 MB2289
 MB2289.Superseded values are not recommended for survey control.
 MB2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2289.See file dsdata.txt to determine how the superseded data were derived.
 MB2289
 MB2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7959066618(NAD 83)
 MB2289_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2289+STABILITY: SURFACE MOTION
 MB2289
 MB2289  HISTORY     - Date     Condition        Report By
 MB2289  HISTORY     - 1977     MONUMENTED       OH-133
 MB2289
 MB2289                          STATION DESCRIPTION
 MB2289
 MB2289'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2289'THE STATION IS ABOUT 5-1/2 MILES WEST OF FREEDOM, 4 MILES SOUTH
 MB2289'OF MANTUA, 1-1/2 MILES NORTHWEST OF SHALERSVILLE, AND ON THE
 MB2289'RIGHT-OF-WAY OF BECK ROAD, TOWNSHIP HIGHWAY 213.
 MB2289'
 MB2289'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2289'AND 44 IN SHALERSVILLE, GO WEST ON STATE ROUTE 303 FOR 1.2
 MB2289'MILES TO THE INTERSECTION OF INFIRMARY ROAD.  TURN RIGHT AND GO
 MB2289'NORTH ON INFIRMARY ROAD FOR 0.75 MILE TO THE INTERSECTION OF
 MB2289'BECK ROAD.  TURN RIGHT ON BECK ROAD AND
 MB2289'GO EAST FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 MB2289'
 MB2289'STATION MARK, STAMPED---84-054-3 1977---, IS A PORTAGE COUNTY
 MB2289'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2289'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 64.0 FEET
 MB2289'SOUTHWEST OF A 30-INCH WILLOW TREE, 63.2 FEET EAST OF THE
 MB2289'NORTHEAST CORNER OF A SHED, 41.1 FEET NORTHWEST OF THE
 MB2289'NORTHWEST CORNER OF A BARN, 27.7 FEET WEST OF A POWER POLE, AND
 MB2289'29 FEET SOUTH OF THE CENTERLINE OF BECK ROAD.
 MB2289'
 MB2289'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2289'LIGHT ABOVE STATION MARK WAS 2.3 METERS.
 MB2289'STATION 84 054 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2289'
 MB2289'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2541 ***********************************************************************
 MB2541  DESIGNATION -  84 058 1 P CO
 MB2541  PID         -  MB2541
 MB2541  STATE/COUNTY-  OH/PORTAGE
 MB2541  USGS QUAD   -  RAVENNA (1994)
 MB2541
 MB2541                         *CURRENT SURVEY CONTROL
 MB2541  ___________________________________________________________________
 MB2541* NAD 83(1995)-  41 13 16.82610(N)    081 14 32.89120(W)     ADJUSTED  
 MB2541* NAVD 88     -       381.     (meters)    1250.     (feet)  VERTCON   
 MB2541  ___________________________________________________________________
 MB2541  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MB2541  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2541
 MB2541  HORZ ORDER  -  SECOND
 MB2541
 MB2541.The horizontal coordinates were established by classical geodetic methods
 MB2541.and adjusted by the National Geodetic Survey in April 1998..
 MB2541
 MB2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2541
 MB2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2541
 MB2541.The geoid height was determined by GEOID03.
 MB2541
 MB2541;                    North         East     Units Scale Factor Converg.
 MB2541;SPC OH N     -   173,400.982   705,438.109   MT  0.99994272   +0 49 34.1
 MB2541;UTM  17      - 4,563,356.778   479,676.283   MT  0.99960508   -0 09 35.2
 MB2541
 MB2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2541!SPC OH N     -   0.99994554  x   0.99994272  =   0.99988826
 MB2541!UTM  17      -   0.99994554  x   0.99960508  =   0.99955064
 MB2541
 MB2541                          SUPERSEDED SURVEY CONTROL
 MB2541
 MB2541  NAD 83(1986)-  41 13 16.83393(N)    081 14 32.89237(W) AD(       ) 2
 MB2541  NAD 27      -  41 13 16.63114(N)    081 14 33.52285(W) AD(       ) 2
 MB2541  NGVD 29 (07/19/86)  381.     (m)         1250.     (f) VERT ANG       
 MB2541
 MB2541.Superseded values are not recommended for survey control.
 MB2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2541.See file dsdata.txt to determine how the superseded data were derived.
 MB2541
 MB2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7967663357(NAD 83)
 MB2541_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2541+STABILITY: SURFACE MOTION
 MB2541
 MB2541  HISTORY     - Date     Condition        Report By
 MB2541  HISTORY     - 1977     MONUMENTED       OH-133
 MB2541
 MB2541                          STATION DESCRIPTION
 MB2541
 MB2541'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2541'THE STATION IS ABOUT 5-3/4 MILES EAST-SOUTHEAST OF STREETSBORO,
 MB2541'4-1/2 MILES NORTH OF RAVENNA, 1-1/2 MILES SOUTHWEST OF
 MB2541'SHALERSVILLE, AND ON THE RIGHT-OF-WAY OF WEBB ROAD, COUNTY
 MB2541'HIGHWAY 204.
 MB2541'
 MB2541'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2541'AND 44 NORTH OF RAVENNA, GO NORTH ON
 MB2541'STATE ROUTE 44 FOR 2.75 MILES TO THE T-INTERSECTION OF WEBB
 MB2541'ROAD.  TURN LEFT AND GO WEST ON WEBB ROAD
 MB2541'FOR 0.25 MILE TO THE CREST OF A HILL AND THE STATION ON THE
 MB2541'LEFT.
 MB2541'
 MB2541'STATION MARK, STAMPED---84-058-1 1977---, IS A PORTAGE COUNTY
 MB2541'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2541'POST THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2541'88.5 FEET WEST-SOUTHWEST OF TELEPHONE AND POWER POLE NUMBER
 MB2541'214/5-1/2, 84.5 FEET EAST-SOUTHEAST OF TELEPHONE AND POWER POLE
 MB2541'NUMBER 214/6, 67.4 FEET SOUTHWEST OF A 8-INCH APPLE TREE IN
 MB2541'THE LAWN OF A HOUSE, ADDRESS NUMBER 4201, 56.4 FEET
 MB2541'SOUTH-SOUTHEAST OF AN 8-INCH APPLE TREE, 45.8 FEET WEST OF
 MB2541'A 6-INCH WILD CHERRY TREE, AND 11.2 FEET SOUTH OF THE
 MB2541'CENTERLINE OF WEBB ROAD.
 MB2541'
 MB2541'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2541'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2541'STATION 84 038 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2541'
 MB2541'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2566 ***********************************************************************
 MB2566  DESIGNATION -  84 061 1 P CO
 MB2566  PID         -  MB2566
 MB2566  STATE/COUNTY-  OH/PORTAGE
 MB2566  USGS QUAD   -  KENT (1994)
 MB2566
 MB2566                         *CURRENT SURVEY CONTROL
 MB2566  ___________________________________________________________________
 MB2566* NAD 83(1995)-  41 12 14.29603(N)    081 15 37.73485(W)     ADJUSTED  
 MB2566* NAVD 88     -       364.2    (meters)    1195.     (feet)  VERTCON   
 MB2566  ___________________________________________________________________
 MB2566  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 MB2566  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2566
 MB2566  HORZ ORDER  -  SECOND
 MB2566
 MB2566.The horizontal coordinates were established by classical geodetic methods
 MB2566.and adjusted by the National Geodetic Survey in April 1998..
 MB2566
 MB2566.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2566
 MB2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2566
 MB2566.The geoid height was determined by GEOID03.
 MB2566
 MB2566;                    North         East     Units Scale Factor Converg.
 MB2566;SPC OH N     -   171,450.650   703,955.391   MT  0.99994196   +0 48 51.5
 MB2566;UTM  17      - 4,561,432.895   478,160.737   MT  0.99960587   -0 10 17.7
 MB2566
 MB2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2566!SPC OH N     -   0.99994814  x   0.99994196  =   0.99989011
 MB2566!UTM  17      -   0.99994814  x   0.99960587  =   0.99955403
 MB2566
 MB2566|---------------------------------------------------------------------|
 MB2566| PID    Reference Object                     Distance      Geod. Az  |
 MB2566|                                                           dddmmss.s |
 MB2566| MB2568 84 080 2 P CO                       202.019 METERS 20012     |
 MB2566| MB2567 84 080 1 P CO                       APPROX. 0.5 KM 3592136.9 |
 MB2566|---------------------------------------------------------------------|
 MB2566
 MB2566                          SUPERSEDED SURVEY CONTROL
 MB2566
 MB2566  NAD 83(1986)-  41 12 14.30351(N)    081 15 37.73620(W) AD(       ) 2
 MB2566  NAD 27      -  41 12 14.10013(N)    081 15 38.36439(W) AD(       ) 2
 MB2566  NGVD 29 (07/19/86)  364.4    (m)         1196.     (f) VERT ANG       
 MB2566
 MB2566.Superseded values are not recommended for survey control.
 MB2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2566.See file dsdata.txt to determine how the superseded data were derived.
 MB2566
 MB2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7816161433(NAD 83)
 MB2566_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2566+STABILITY: SURFACE MOTION
 MB2566
 MB2566  HISTORY     - Date     Condition        Report By
 MB2566  HISTORY     - 1977     MONUMENTED       OH-133
 MB2566
 MB2566                          STATION DESCRIPTION
 MB2566
 MB2566'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2566'THE STATION IS ABOUT 6-1/4 MILES NORTHEAST OF KENT, 6-1/4 MILES
 MB2566'SOUTHWEST OF FREEDOM, 4 MILES SOUTHEAST OF STREETSBORO, AND ON
 MB2566'THE RIGHT-OF-WAY OF INFIRMARY ROAD, COUNTY HIGHWAY 164.
 MB2566'
 MB2566'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2566'AND 44 NORTH OF RAVENNA, GO WEST ON STATE
 MB2566'ROUTE 14 FOR 0.85 MILE TO THE INTERSECTION OF INFIRMARY ROAD.
 MB2566'TURN RIGHT AND GO NORTH ON INFIRMARY ROAD FOR 1.55 MILES TO
 MB2566'THE INTERSECTION OF LAKE ROCKWELL ROAD, COUNTY HIGHWAY 154.
 MB2566'CONTINUE NORTH ON INFIRMARY ROAD FOR 0.1 MILE TO THE STATION
 MB2566'ON THE RIGHT.
 MB2566'
 MB2566'STATION MARK, STAMPED---84-061-1 1977---, IS A PORTAGE COUNTY
 MB2566'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2566'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 88.5 FEET
 MB2566'SOUTHEAST OF TELEPHONE POLE NUMBER 112430 19/50, 75.4 FEET
 MB2566'SOUTH-SOUTHWEST OF TELEPHONE POLE NUMBER 102697 19/508, AND
 MB2566'18.4 FEET EAST OF THE CENTERLINE OF INFIRMARY ROAD.
 MB2566'
 MB2566'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2566'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2566'STATIONS 84 080 1 P CO AND 84 080 2 P CO CAN BE USED AS
 MB2566'AZIMUTH MARKS.
 MB2566'
 MB2566'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2565 ***********************************************************************
 MB2565  DESIGNATION -  84 062 1 P CO
 MB2565  PID         -  MB2565
 MB2565  STATE/COUNTY-  OH/PORTAGE
 MB2565  USGS QUAD   -  KENT (1994)
 MB2565
 MB2565                         *CURRENT SURVEY CONTROL
 MB2565  ___________________________________________________________________
 MB2565* NAD 83(1995)-  41 12 56.28010(N)    081 15 37.26288(W)     ADJUSTED  
 MB2565* NAVD 88     -       351.     (meters)    1152.     (feet)  VERTCON   
 MB2565  ___________________________________________________________________
 MB2565  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 MB2565  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2565
 MB2565  HORZ ORDER  -  SECOND
 MB2565
 MB2565.The horizontal coordinates were established by classical geodetic methods
 MB2565.and adjusted by the National Geodetic Survey in April 1998..
 MB2565
 MB2565.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2565
 MB2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2565
 MB2565.The geoid height was determined by GEOID03.
 MB2565
 MB2565;                    North         East     Units Scale Factor Converg.
 MB2565;SPC OH N     -   172,745.786   703,947.978   MT  0.99994246   +0 48 51.8
 MB2565;UTM  17      - 4,562,727.531   478,175.605   MT  0.99960586   -0 10 17.6
 MB2565
 MB2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2565!SPC OH N     -   0.99995025  x   0.99994246  =   0.99989271
 MB2565!UTM  17      -   0.99995025  x   0.99960586  =   0.99955613
 MB2565
 MB2565                          SUPERSEDED SURVEY CONTROL
 MB2565
 MB2565  NAD 83(1986)-  41 12 56.28757(N)    081 15 37.26398(W) AD(       ) 2
 MB2565  NAD 27      -  41 12 56.08468(N)    081 15 37.89242(W) AD(       ) 2
 MB2565  NGVD 29 (07/19/86)  351.     (m)         1152.     (f) VERT ANG       
 MB2565
 MB2565.Superseded values are not recommended for survey control.
 MB2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2565.See file dsdata.txt to determine how the superseded data were derived.
 MB2565
 MB2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7817662728(NAD 83)
 MB2565_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2565+STABILITY: SURFACE MOTION
 MB2565
 MB2565  HISTORY     - Date     Condition        Report By
 MB2565  HISTORY     - 1977     MONUMENTED       OH-133
 MB2565
 MB2565                          STATION DESCRIPTION
 MB2565
 MB2565'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2565'THE STATION IS ABOUT 7 MILES NORTHEAST OF KENT, 4-3/4 MILES
 MB2565'SOUTHEAST OF STREETSBORO, 2 MILES SOUTHWEST OF SHALERSVILLE,
 MB2565'AND ON THE RIGHT-OF-WAY OF INFIRMARY ROAD, COUNTY HIGHWAY 164.
 MB2565'
 MB2565'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2565'AND 44 NORTH OF RAVENNA, GO WEST ON STATE
 MB2565'ROUTE 14 FOR 0.85 MILE TO THE INTERSECTION OF INFIRMARY ROAD.
 MB2565'TURN RIGHT AND GO NORTH ON INFIRMARY ROAD FOR 1.55 MILES TO THE
 MB2565'INTERSECTION OF LAKE ROCKWELL ROAD, COUNTY HIGHWAY 154.
 MB2565'CONTINUE NORTH ON INFIRMARY ROAD FOR 0.9 MILE TO THE STATION
 MB2565'ON THE RIGHT.
 MB2565'
 MB2565'STATION MARK, STAMPED---84-062-1 1977---, IS A PORTAGE COUNTY
 MB2565'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2565'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 88.8 FEET
 MB2565'NORTH OF TELEPHONE POLE NUMBER 19/69, 84.5 FEET EAST OF
 MB2565'THE NORTHEAST CORNER OF A TWO STORY HOUSE, ADDRESS NUMBER 8267,
 MB2565'80.7 FEET SOUTH OF TELEPHONE POLE NUMBER 19/70, 57.3
 MB2565'FEET SOUTHEAST OF A 24-INCH MAPLE TREE, AND 16.3 FEET EAST
 MB2565'OF THE CENTERLINE OF INFIRMARY ROAD.
 MB2565'
 MB2565'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2565'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2565'STATION 84 080 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2565'
 MB2565'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2567 ***********************************************************************
 MB2567  DESIGNATION -  84 080 1 P CO
 MB2567  PID         -  MB2567
 MB2567  STATE/COUNTY-  OH/PORTAGE
 MB2567  USGS QUAD   -  KENT (1994)
 MB2567
 MB2567                         *CURRENT SURVEY CONTROL
 MB2567  ___________________________________________________________________
 MB2567* NAD 83(1995)-  41 12 30.86288(N)    081 15 37.97981(W)     ADJUSTED  
 MB2567* NAVD 88     -       363.8    (meters)    1194.     (feet)  VERTCON   
 MB2567  ___________________________________________________________________
 MB2567  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 MB2567  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2567
 MB2567  HORZ ORDER  -  SECOND
 MB2567
 MB2567.The horizontal coordinates were established by classical geodetic methods
 MB2567.and adjusted by the National Geodetic Survey in April 1998..
 MB2567
 MB2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2567
 MB2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2567
 MB2567.The geoid height was determined by GEOID03.
 MB2567
 MB2567;                    North         East     Units Scale Factor Converg.
 MB2567;SPC OH N     -   171,961.565   703,942.422   MT  0.99994215   +0 48 51.3
 MB2567;UTM  17      - 4,561,943.786   478,156.563   MT  0.99960587   -0 10 17.9
 MB2567
 MB2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2567!SPC OH N     -   0.99994821  x   0.99994215  =   0.99989036
 MB2567!UTM  17      -   0.99994821  x   0.99960587  =   0.99955410
 MB2567
 MB2567:                Primary Azimuth Mark                     Grid Az
 MB2567:SPC OH N     -  84 062 1 P CO                            000 24 21.2
 MB2567:UTM  17      -  84 062 1 P CO                            001 23 30.4
 MB2567
 MB2567|---------------------------------------------------------------------|
 MB2567| PID    Reference Object                     Distance      Geod. Az  |
 MB2567|                                                           dddmmss.s |
 MB2567| MB2565 84 062 1 P CO                       APPROX. 0.8 KM 0011312.5 |
 MB2567| MB2566 84 061 1 P CO                       APPROX. 0.5 KM 1792136.7 |
 MB2567| MB2630 KENT MUN TANK                       APPROX.10.2 KM 2380159.4 |
 MB2567|---------------------------------------------------------------------|
 MB2567
 MB2567                          SUPERSEDED SURVEY CONTROL
 MB2567
 MB2567  NAD 83(1986)-  41 12 30.87035(N)    081 15 37.98105(W) AD(       ) 2
 MB2567  NAD 27      -  41 12 30.66718(N)    081 15 38.60931(W) AD(       ) 2
 MB2567  NGVD 29 (07/19/86)  364.0    (m)         1194.     (f) VERT ANG       
 MB2567
 MB2567.Superseded values are not recommended for survey control.
 MB2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2567.See file dsdata.txt to determine how the superseded data were derived.
 MB2567
 MB2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7815761944(NAD 83)
 MB2567_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2567+STABILITY: SURFACE MOTION
 MB2567
 MB2567  HISTORY     - Date     Condition        Report By
 MB2567  HISTORY     - 1977     MONUMENTED       OH-133
 MB2567
 MB2567                          STATION DESCRIPTION
 MB2567
 MB2567'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2567'THE STATION IS ABOUT 5 MILES SOUTHEAST OF STREETSBORO, 3-3/4
 MB2567'MILES NORTHWEST OF RAVENNA, 2-1/2 MILES SOUTHWEST OF
 MB2567'SHALERSVILLE, AND ON THE RIGHT-OF-WAY OF INFIRMARY ROAD, COUNTY
 MB2567'HIGHWAY 164.
 MB2567'
 MB2567'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2567'AND 44 NORTH OF RAVENNA, GO WEST ON STATE
 MB2567'ROUTE 14 FOR 0.85 MILE TO THE INTERSECTION OF INFIRMARY ROAD.
 MB2567'TURN RIGHT AND GO NORTH ON INFIRMARY ROAD FOR 1.55 MILES TO THE
 MB2567'INTERSECTION OF LAKE ROCKWELL ROAD, COUNTY HIGHWAY 154.
 MB2567'CONTINUE NORTH ON INFIRMARY ROAD FOR 0.4 MILE TO THE STATION
 MB2567'ON THE LEFT.  CONTINUE NORTH ON INFIRMARY ROAD FOR 0.5 MILE TO
 MB2567'AZIMUTH MARK 84 062 1 P CO ON THE RIGHT.
 MB2567'
 MB2567'STATION MARKS, STAMPED---84-080-1 1977---, ARE PORTAGE COUNTY
 MB2567'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2567'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2567'SURFACE.  IT IS 114.3 FEET SOUTHWEST OF TELEPHONE POLE
 MB2567'NUMBER 19/69 1/2, 54.8 FEET NORTHWEST OF TELEPHONE AND POWER
 MB2567'POLE NUMBER 19/69, 39.2 FEET NORTH-NORTHEAST OF TELEPHONE
 MB2567'AND POWER POLE NUMBER 112433, AND 18.0 FEET WEST OF THE
 MB2567'CENTERLINE OF INFIRMARY ROAD.  THE UNDERGROUND DISK IS SET IN
 MB2567'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2567'GROUND SURFACE.
 MB2567'
 MB2567'AZIMUTH MARK 84 062 1 P CO, STAMPED---84-062-1 1977---, IS A
 MB2567'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2567'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2567'SURFACE.  IT IS 88.8 FEET NORTH OF TELEPHONE POLE NUMBER
 MB2567'19/69, 84.5 FEET EAST OF THE NORTHEAST CORNER OF A TWO STORY
 MB2567'HOUSE, ADDRESS NUMBER 8267, 80.7 FEET SOUTH OF TELEPHONE
 MB2567'POLE NUMBER 19/70, 57.3 FEET SOUTHEAST OF A 24-INCH MAPLE TREE,
 MB2567'AND 16.3 FEET EAST OF THE CENTERLINE OF INFIRMARY ROAD.
 MB2567'
 MB2567'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2567'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2567'STATION 84 061 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2567'
 MB2567'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2568 ***********************************************************************
 MB2568  DESIGNATION -  84 080 2 P CO
 MB2568  PID         -  MB2568
 MB2568  STATE/COUNTY-  OH/PORTAGE
 MB2568  USGS QUAD   -  KENT (1994)
 MB2568
 MB2568                         *CURRENT SURVEY CONTROL
 MB2568  ___________________________________________________________________
 MB2568* NAD 83(1995)-  41 12 08.15000(N)    081 15 40.72789(W)     ADJUSTED  
 MB2568* NAVD 88     -       363.7    (meters)    1193.     (feet)  VERTCON   
 MB2568  ___________________________________________________________________
 MB2568  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 MB2568  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2568
 MB2568  HORZ ORDER  -  SECOND
 MB2568
 MB2568.The horizontal coordinates were established by classical geodetic methods
 MB2568.and adjusted by the National Geodetic Survey in April 1998..
 MB2568
 MB2568.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2568
 MB2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2568
 MB2568.The geoid height was determined by GEOID03.
 MB2568
 MB2568;                    North         East     Units Scale Factor Converg.
 MB2568;SPC OH N     -   171,260.088   703,888.361   MT  0.99994189   +0 48 49.5
 MB2568;UTM  17      - 4,561,243.579   478,090.462   MT  0.99960591   -0 10 19.7
 MB2568
 MB2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2568!SPC OH N     -   0.99994822  x   0.99994189  =   0.99989011
 MB2568!UTM  17      -   0.99994822  x   0.99960591  =   0.99955415
 MB2568
 MB2568|---------------------------------------------------------------------|
 MB2568| PID    Reference Object                     Distance      Geod. Az  |
 MB2568|                                                           dddmmss.s |
 MB2568| MB2566 84 061 1 P CO                       202.019 METERS 02012     |
 MB2568| MB2559 83 305 1 P CO                       APPROX. 0.9 KM 0911321.0 |
 MB2568| MB2570 83 304 1 P CO                       261.693 METERS 19558     |
 MB2568|---------------------------------------------------------------------|
 MB2568
 MB2568                          SUPERSEDED SURVEY CONTROL
 MB2568
 MB2568  NAD 83(1986)-  41 12 08.15747(N)    081 15 40.72927(W) AD(       ) 2
 MB2568  NAD 27      -  41 12 07.95401(N)    081 15 41.35736(W) AD(       ) 2
 MB2568  NGVD 29 (07/19/86)  363.9    (m)         1194.     (f) VERT ANG       
 MB2568
 MB2568.Superseded values are not recommended for survey control.
 MB2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2568.See file dsdata.txt to determine how the superseded data were derived.
 MB2568
 MB2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7809061244(NAD 83)
 MB2568_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2568+STABILITY: SURFACE MOTION
 MB2568
 MB2568  HISTORY     - Date     Condition        Report By
 MB2568  HISTORY     - 1977     MONUMENTED       OH-133
 MB2568
 MB2568                          STATION DESCRIPTION
 MB2568
 MB2568'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2568'THE STATION IS ABOUT 5 MILES SOUTHEAST OF STREETSBORO, 3-1/4
 MB2568'MILES NORTH OF RAVENNA, 3 MILES SOUTHWEST OF SHALERSVILLE, AND
 MB2568'ON THE RIGHT-OF-WAY OF INFIRMARY ROAD, COUNTY HIGHWAY 164.
 MB2568'
 MB2568'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2568'AND 44 NORTH OF RAVENNA, GO WEST ON STATE
 MB2568'ROUTE 14 FOR 0.85 MILE TO THE INTERSECTION OF INFIRMARY ROAD.
 MB2568'TURN RIGHT AND GO NORTH ON INFIRMARY ROAD FOR 1.55 MILES TO THE
 MB2568'INTERSECTION OF LAKE ROCKWELL ROAD, COUNTY HIGHWAY 154.  THE
 MB2568'STATION IS ON THE NORTHWEST CORNER OF THE INTERSECTION.
 MB2568'
 MB2568'STATION MARK, STAMPED---84-080-2 1977---, IS A PORTAGE COUNTY
 MB2568'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2568'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 67.8 FEET
 MB2568'NORTH OF TELEPHONE AND POWER POLE NUMBER 76/65, 48.8
 MB2568'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A PORCH ATTACHED TO
 MB2568'A HOUSE, ADDRESS NUMBER 7777, 37.7 FEET NORTHWEST OF AN IRON
 MB2568'PIPE IN THE CENTER OF THE INTERSECTION, AND 7.7 FEET
 MB2568'NORTHEAST OF TELEPHONE AND POWER POLE NUMBER 19/47.
 MB2568'
 MB2568'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2568'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2568'STATIONS 84 061 1 P CO, 83 305 1 P CO, AND 83 304 1 P CO CAN
 MB2568'BE USED AS AZIMUTH MARKS.
 MB2568'
 MB2568'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2582 ***********************************************************************
 MB2582  DESIGNATION -  84 098 1 P CO
 MB2582  PID         -  MB2582
 MB2582  STATE/COUNTY-  OH/PORTAGE
 MB2582  USGS QUAD   -  KENT (1994)
 MB2582
 MB2582                         *CURRENT SURVEY CONTROL
 MB2582  ___________________________________________________________________
 MB2582* NAD 83(1995)-  41 13 28.79164(N)    081 17 22.14152(W)     ADJUSTED  
 MB2582* NAVD 88     -       340.     (meters)    1115.     (feet)  VERTCON   
 MB2582  ___________________________________________________________________
 MB2582  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 MB2582  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2582
 MB2582  HORZ ORDER  -  SECOND
 MB2582
 MB2582.The horizontal coordinates were established by classical geodetic methods
 MB2582.and adjusted by the National Geodetic Survey in April 1998..
 MB2582
 MB2582.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2582
 MB2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2582
 MB2582.The geoid height was determined by GEOID03.
 MB2582
 MB2582;                    North         East     Units Scale Factor Converg.
 MB2582;SPC OH N     -   173,714.281   701,491.339   MT  0.99994288   +0 47 42.9
 MB2582;UTM  17      - 4,563,737.817   475,736.815   MT  0.99960725   -0 11 26.8
 MB2582
 MB2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2582!SPC OH N     -   0.99995197  x   0.99994288  =   0.99989486
 MB2582!UTM  17      -   0.99995197  x   0.99960725  =   0.99955924
 MB2582
 MB2582                          SUPERSEDED SURVEY CONTROL
 MB2582
 MB2582  NAD 83(1986)-  41 13 28.79992(N)    081 17 22.14241(W) AD(       ) 2
 MB2582  NAD 27      -  41 13 28.59711(N)    081 17 22.76741(W) AD(       ) 2
 MB2582  NGVD 29 (07/19/86)  340.     (m)         1115.     (f) VERT ANG       
 MB2582
 MB2582.Superseded values are not recommended for survey control.
 MB2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2582.See file dsdata.txt to determine how the superseded data were derived.
 MB2582
 MB2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7573763738(NAD 83)
 MB2582_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2582+STABILITY: SURFACE MOTION
 MB2582
 MB2582  HISTORY     - Date     Condition        Report By
 MB2582  HISTORY     - 1977     MONUMENTED       OH-133
 MB2582
 MB2582                          STATION DESCRIPTION
 MB2582
 MB2582'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2582'THE STATION IS ABOUT 5 MILES NORTHWEST OF RAVENNA, 3-1/2 MILES
 MB2582'SOUTHWEST OF SHALERSVILLE, 3-1/4 MILES SOUTHEAST OF
 MB2582'STREETSBORO, AND ON THE RIGHT-OF-WAY OF WEAVER ROAD, COUNTY
 MB2582'HIGHWAY 206.
 MB2582'
 MB2582'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2582'AND 44 NORTH OF RAVENNA, GO WEST, THEN
 MB2582'NORTHWEST ON STATE ROUTE 14 FOR 3.7 MILES TO THE INTERSECTION
 MB2582'OF PRICE ROAD, TOWNSHIP HIGHWAY 203.  TURN RIGHT ON PRICE ROAD
 MB2582'AND GO NORTH FOR 0.6 MILE TO THE T-INTERSECTION
 MB2582'OF WEBB ROAD, COUNTY HIGHWAY 204.  TURN RIGHT AND
 MB2582'GO EAST-NORTHEAST ON WEBB ROAD FOR 0.4 MILE TO THE
 MB2582'T-INTERSECTION OF WEAVER ROAD.  TURN LEFT AND GO
 MB2582'NORTH ON WEAVER ROAD FOR 0.3 MILE TO THE INTERSECTION OF WORK
 MB2582'ROAD, TOWNSHIP HIGHWAY 205, AND THE STATION ON THE SOUTHEAST
 MB2582'CORNER OF THE INTERSECTION.
 MB2582'
 MB2582'STATION MARK, STAMPED---84-098-1 1977---, IS A PORTAGE COUNTY
 MB2582'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2582'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 94.2 FEET
 MB2582'SOUTH-SOUTHEAST OF A 24-INCH MAPLE TREE, 92.0 FEET SOUTHEAST OF
 MB2582'THE SOUTHEAST CORNER OF A HOUSE, ADDRESS NUMBER 8603, 86.9 FEET
 MB2582'EAST-SOUTHEAST OF A 24-INCH MAPLE TREE, 56.3 FEET EAST OF
 MB2582'TELEPHONE AND POWER POLE NUMBER 314/31, 34.2 FEET SOUTHEAST OF
 MB2582'THE CENTER OF THE INTERSECTION
 MB2582'OF WEAVER AND WORK ROADS, AND 4.3 FEET
 MB2582'NORTHWEST OF TELEPHONE AND POWER POLE NUMBER 314/39.
 MB2582'
 MB2582'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2582'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2582'STATION 83 103 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2582'
 MB2582'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2580 ***********************************************************************
 MB2580  DESIGNATION -  84 099 1 P CO
 MB2580  PID         -  MB2580
 MB2580  STATE/COUNTY-  OH/PORTAGE
 MB2580  USGS QUAD   -  KENT (1994)
 MB2580
 MB2580                         *CURRENT SURVEY CONTROL
 MB2580  ___________________________________________________________________
 MB2580* NAD 83(1995)-  41 12 56.53121(N)    081 17 03.16280(W)     ADJUSTED  
 MB2580* NAVD 88     -       351.     (meters)    1152.     (feet)  VERTCON   
 MB2580  ___________________________________________________________________
 MB2580  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 MB2580  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2580
 MB2580  HORZ ORDER  -  SECOND
 MB2580
 MB2580.The horizontal coordinates were established by classical geodetic methods
 MB2580.and adjusted by the National Geodetic Survey in April 1998..
 MB2580
 MB2580.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2580
 MB2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2580
 MB2580.The geoid height was determined by GEOID03.
 MB2580
 MB2580;                    North         East     Units Scale Factor Converg.
 MB2580;SPC OH N     -   172,725.366   701,947.183   MT  0.99994247   +0 47 55.4
 MB2580;UTM  17      - 4,562,741.538   476,175.427   MT  0.99960699   -0 11 14.2
 MB2580
 MB2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2580!SPC OH N     -   0.99995025  x   0.99994247  =   0.99989272
 MB2580!UTM  17      -   0.99995025  x   0.99960699  =   0.99955726
 MB2580
 MB2580                          SUPERSEDED SURVEY CONTROL
 MB2580
 MB2580  NAD 83(1986)-  41 12 56.53942(N)    081 17 03.16390(W) AD(       ) 2
 MB2580  NAD 27      -  41 12 56.33629(N)    081 17 03.78939(W) AD(       ) 2
 MB2580  NGVD 29 (07/19/86)  351.     (m)         1152.     (f) VERT ANG       
 MB2580
 MB2580.Superseded values are not recommended for survey control.
 MB2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2580.See file dsdata.txt to determine how the superseded data were derived.
 MB2580
 MB2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7617562742(NAD 83)
 MB2580_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2580+STABILITY: SURFACE MOTION
 MB2580
 MB2580  HISTORY     - Date     Condition        Report By
 MB2580  HISTORY     - 1977     MONUMENTED       OH-133
 MB2580
 MB2580                          STATION DESCRIPTION
 MB2580
 MB2580'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2580'THE STATION IS ABOUT 5 MILES NORTHWEST OF RAVENNA, 3-1/2 MILES
 MB2580'SOUTHWEST OF SHALERSVILLE, 3-1/2 MILES SOUTHEAST OF
 MB2580'STREETSBORO, AND ON THE RIGHT-OF-WAY OF WEBB ROAD, COUNTY
 MB2580'HIGHWAY 204.
 MB2580'
 MB2580'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2580'AND 44 NORTH OF RAVENNA, GO WEST, THEN
 MB2580'NORTHWEST ON STATE ROUTE 14 FOR 3.7 MILES TO THE INTERSECTION
 MB2580'OF PRICE ROAD, TOWNSHIP HIGHWAY 203.  TURN RIGHT ON PRICE ROAD,
 MB2580'AND GO NORTH FOR 0.6 MILE TO THE T-INTERSECTION
 MB2580'OF WEBB ROAD.  TURN RIGHT AND GO
 MB2580'EAST-NORTHEAST ON WEBB ROAD FOR 0.4 MILE TO THE T-INTERSECTION
 MB2580'OF WEAVER ROAD, TOWNSHIP HIGHWAY 206.  CONTINUE NORTHEAST ON
 MB2580'WEBB ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 MB2580'
 MB2580'STATION MARK, STAMPED---84-099-1 1977---, IS A PORTAGE COUNTY
 MB2580'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2580'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 35.7 FEET
 MB2580'WEST-SOUTHWEST OF TELEPHONE AND POWER POLE NUMBER 315/10,
 MB2580'33.0 FEET NORTHWEST OF AN 8-INCH APPLE TREE, 22.7 FEET
 MB2580'EAST-NORTHEAST OF AN 8-INCH APPLE TREE, AND 18.0 FEET SOUTH OF
 MB2580'THE CENTERLINE OF WEBB ROAD.
 MB2580'
 MB2580'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2580'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2580'STATION 84 103 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2580'
 MB2580'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2589 ***********************************************************************
 MB2589  DESIGNATION -  84 101 1 P CO
 MB2589  PID         -  MB2589
 MB2589  STATE/COUNTY-  OH/PORTAGE
 MB2589  USGS QUAD   -  KENT (1994)
 MB2589
 MB2589                         *CURRENT SURVEY CONTROL
 MB2589  ___________________________________________________________________
 MB2589* NAD 83(1995)-  41 12 08.91497(N)    081 17 53.06447(W)     ADJUSTED  
 MB2589* NAVD 88     -       350.4    (meters)    1150.     (feet)  VERTCON   
 MB2589  ___________________________________________________________________
 MB2589  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 MB2589  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2589
 MB2589  HORZ ORDER  -  SECOND
 MB2589
 MB2589.The horizontal coordinates were established by classical geodetic methods
 MB2589.and adjusted by the National Geodetic Survey in April 1998..
 MB2589
 MB2589.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2589
 MB2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2589
 MB2589.The geoid height was determined by GEOID03.
 MB2589
 MB2589;                    North         East     Units Scale Factor Converg.
 MB2589;SPC OH N     -   171,240.545   700,805.168   MT  0.99994190   +0 47 22.6
 MB2589;UTM  17      - 4,561,277.079   475,008.422   MT  0.99960769   -0 11 46.9
 MB2589
 MB2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2589!SPC OH N     -   0.99995031  x   0.99994190  =   0.99989221
 MB2589!UTM  17      -   0.99995031  x   0.99960769  =   0.99955802
 MB2589
 MB2589:                Primary Azimuth Mark                     Grid Az
 MB2589:SPC OH N     -  83 302 1 P CO                            090 13 39.9
 MB2589:UTM  17      -  83 302 1 P CO                            091 12 49.4
 MB2589
 MB2589|---------------------------------------------------------------------|
 MB2589| PID    Reference Object                     Distance      Geod. Az  |
 MB2589|                                                           dddmmss.s |
 MB2589| MB2579 83 302 1 P CO                       APPROX. 1.3 KM 0910102.5 |
 MB2589| MB2585 83 301 1 P CO                       362.730 METERS 15737     |
 MB2589| MB2590 83 301 2 P CO                       122.659 METERS 26629     |
 MB2589|---------------------------------------------------------------------|
 MB2589
 MB2589                          SUPERSEDED SURVEY CONTROL
 MB2589
 MB2589  NAD 83(1986)-  41 12 08.92286(N)    081 17 53.06532(W) AD(       ) 2
 MB2589  NAD 27      -  41 12 08.71929(N)    081 17 53.68860(W) AD(       ) 2
 MB2589  NGVD 29 (07/19/86)  350.6    (m)         1150.     (f) VERT ANG       
 MB2589
 MB2589.Superseded values are not recommended for survey control.
 MB2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2589.See file dsdata.txt to determine how the superseded data were derived.
 MB2589
 MB2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7500861277(NAD 83)
 MB2589_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2589+STABILITY: SURFACE MOTION
 MB2589
 MB2589  HISTORY     - Date     Condition        Report By
 MB2589  HISTORY     - 1977     MONUMENTED       OH-133
 MB2589
 MB2589                          STATION DESCRIPTION
 MB2589
 MB2589'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2589'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF RAVENNA, 4-1/2
 MB2589'MILES SOUTHWEST OF SHALERSVILLE, 3-3/4 MILES SOUTHEAST OF
 MB2589'STREETSBORO, AND ON THE RIGHT-OF-WAY OF LAKE ROCKWELL ROAD,
 MB2589'COUNTY HIGHWAY 154.
 MB2589'
 MB2589'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2589'AND 44 NORTH OF RAVENNA, GO WEST THEN
 MB2589'NORTHWEST ON STATE ROUTE 14 FOR 3.15 MILES TO AZIMUTH MARK
 MB2589'83 301 1 P CO ON THE LEFT.  CONTINUE NORTHWEST ON STATE ROUTE
 MB2589'14 FOR 0.25 MILE TO THE INTERSECTION OF LAKE ROCKWELL ROAD AND
 MB2589'THE STATION ON THE NORTHEAST CORNER OF THE INTERSECTION.  (TURN
 MB2589'LEFT AND GO WEST ON LAKE ROCKWELL ROAD FOR 319 FEET TO AZIMUTH
 MB2589'MARK 83 301 2 P CO IN THE ROADWAY.)
 MB2589'TURN
 MB2589'RIGHT ON LAKE ROCKWELL ROAD AND GO EAST FOR 0.75 MILE TO
 MB2589'AZIMUTH MARK 83 302 1 P CO ON THE RIGHT.
 MB2589'
 MB2589'STATION MARKS, STAMPED---84-101-1 1977---, ARE PORTAGE COUNTY
 MB2589'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2589'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2589'SURFACE.  IT IS 175.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 MB2589'A ONE STORY BLOCK BUILDING, PRESENTLY A GAS STATION, 89.3 FEET
 MB2589'EAST-NORTHEAST OF A MONUMENT BOX IN INTERSECTION OF STATE ROUTE
 MB2589'14 AND LAKE ROCKWELL ROAD, 49.6 FEET NORTHEAST OF TELEPHONE
 MB2589'AND POWER POLE NUMBER 104379, AND 26.6 FEET NORTH OF THE
 MB2589'CENTERLINE OF LAKE ROCKWELL ROAD.  THE UNDERGROUND DISK IS
 MB2589'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 MB2589'THE GROUND SURFACE.
 MB2589'
 MB2589'AZIMUTH MARK 83 301 1 P CO, STAMPED---83-301-1 1977---, IS A
 MB2589'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2589'CYLINDRICAL CONCRETE POST THAT IS 6 INCHES BELOW THE
 MB2589'GROUND SURFACE.  IT IS 125.9 FEET NORTH-NORTHWEST OF THE
 MB2589'SOUTHERN MOST 36-INCH MAPLE TREE IN A ROW OF FIVE, 74.7 FEET
 MB2589'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A BARN, 44.4 FEET
 MB2589'NORTH OF THE FIRST 24-INCH MAPLE TREE IN THE TREE ROW,
 MB2589'AND 30.0 FEET WEST-SOUTHWEST OF THE CENTERLINE OF STATE ROUTE
 MB2589'14.
 MB2589'
 MB2589'AZIMUTH MARK 83 302 1 P CO, STAMPED---83-302-1 1977---, IS A
 MB2589'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2589'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2589'SURFACE.  IT IS 115.6 FEET NORTHWEST OF A 30-INCH MAPLE TREE,
 MB2589'50.7 FEET NORTHEAST OF THE NORTHWEST CORNER OF A BARN, 10.8
 MB2589'FEET SOUTH OF THE CENTERLINE OF LAKE ROCKWELL ROAD.
 MB2589'
 MB2589'AZIMUTH MARK 83 301 2 P CO IS A 6-INCH SQUARE STONE WITH A
 MB2589'SPLIT IN THE TOP SURFACE AND 1.85 FEET BELOW THE ROAD SURFACE
 MB2589'SURFACE.  IT IS 97.49 FEET WEST-NORTHWEST OF A NAIL IN A
 MB2589'CAP ON TELEPHONE AND POWER POLE NUMBER RAT 3145, 90.2 FEET
 MB2589'WEST-SOUTHWEST OF A BRIDGE SPIKE 18 INCHES ABOVE GROUND
 MB2589'IN A 36-INCH MAPLE TREE, 79.03 FEET SOUTHWEST OF
 MB2589'THE NORTHWEST CORNER OF A BROWN STONE CEMETERY MONUMENT
 MB2589'LETTERED MOTHER, 24.73 FEET SOUTH-SOUTHWEST OF A BRIDGE SPIKE
 MB2589'14 INCHES ABOVE GROUND IN A 36-INCH MAPLE TREE, AND 5.9 FEET
 MB2589'NORTH OF THE CENTERLINE OF LAKE ROCKWELL ROAD.
 MB2589'
 MB2589'HEIGHT OF
 MB2589'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2589'STATION 83 161 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2589'
 MB2589'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2583 ***********************************************************************
 MB2583  DESIGNATION -  84 103 1 P CO
 MB2583  PID         -  MB2583
 MB2583  STATE/COUNTY-  OH/PORTAGE
 MB2583  USGS QUAD   -  KENT (1994)
 MB2583
 MB2583                         *CURRENT SURVEY CONTROL
 MB2583  ___________________________________________________________________
 MB2583* NAD 83(1995)-  41 13 14.09227(N)    081 17 23.07138(W)     ADJUSTED  
 MB2583* NAVD 88     -       347.5    (meters)    1140.     (feet)  VERTCON   
 MB2583  ___________________________________________________________________
 MB2583  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 MB2583  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2583
 MB2583  HORZ ORDER  -  SECOND
 MB2583
 MB2583.The horizontal coordinates were established by classical geodetic methods
 MB2583.and adjusted by the National Geodetic Survey in April 1998..
 MB2583
 MB2583.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2583
 MB2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2583
 MB2583.The geoid height was determined by GEOID03.
 MB2583
 MB2583;                    North         East     Units Scale Factor Converg.
 MB2583;SPC OH N     -   173,260.582   701,475.977   MT  0.99994269   +0 47 42.3
 MB2583;UTM  17      - 4,563,284.601   475,713.656   MT  0.99960726   -0 11 27.3
 MB2583
 MB2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2583!SPC OH N     -   0.99995076  x   0.99994269  =   0.99989346
 MB2583!UTM  17      -   0.99995076  x   0.99960726  =   0.99955804
 MB2583
 MB2583:                Primary Azimuth Mark                     Grid Az
 MB2583:SPC OH N     -  84 098 1 P CO                            001 56 21.5
 MB2583:UTM  17      -  84 098 1 P CO                            002 55 31.1
 MB2583
 MB2583|---------------------------------------------------------------------|
 MB2583| PID    Reference Object                     Distance      Geod. Az  |
 MB2583|                                                           dddmmss.s |
 MB2583| MB2582 84 098 1 P CO                       453.985 METERS 0024403.8 |
 MB2583| MB2580 84 099 1 P CO                       APPROX. 0.7 KM 1392603.4 |
 MB2583|---------------------------------------------------------------------|
 MB2583
 MB2583                          SUPERSEDED SURVEY CONTROL
 MB2583
 MB2583  NAD 83(1986)-  41 13 14.10055(N)    081 17 23.07236(W) AD(       ) 2
 MB2583  NAD 27      -  41 13 13.89757(N)    081 17 23.69728(W) AD(       ) 2
 MB2583  NGVD 29 (07/19/86)  347.7    (m)         1141.     (f) VERT ANG       
 MB2583
 MB2583.Superseded values are not recommended for survey control.
 MB2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2583.See file dsdata.txt to determine how the superseded data were derived.
 MB2583
 MB2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7571463285(NAD 83)
 MB2583_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2583+STABILITY: SURFACE MOTION
 MB2583
 MB2583  HISTORY     - Date     Condition        Report By
 MB2583  HISTORY     - 1977     MONUMENTED       OH-133
 MB2583
 MB2583                          STATION DESCRIPTION
 MB2583
 MB2583'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2583'THE STATION IS ABOUT 5 MILES NORTHWEST OF RAVENNA, 3-1/2 MILES
 MB2583'SOUTHWEST OF SHALERSVILLE, 3-1/2 MILES SOUTHEAST OF
 MB2583'STREETSBORO, AND ON THE RIGHT-OF-WAY OF WEAVER ROAD, COUNTY
 MB2583'HIGHWAY 206.
 MB2583'
 MB2583'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2583'AND 44 NORTH OF RAVENNA, GO WEST, THEN
 MB2583'NORTHWEST ON STATE ROUTE 14 FOR 3.7 MILES TO THE INTERSECTION
 MB2583'OF PRICE ROAD, TOWNSHIP HIGHWAY 203.  TURN RIGHT ON PRICE ROAD
 MB2583'AND GO NORTH FOR 0.6 MILE TO THE T-INTERSECTION OF WEBB ROAD,
 MB2583'COUNTY HIGHWAY 204.  TURN RIGHT AND GO EAST-NORTHEAST
 MB2583'ON WEBB ROAD FOR 0.4 MILE TO THE T-INTERSECTION OF
 MB2583'WEAVER ROAD.  (CONTINUE NORTHEAST ON WEBB ROAD FOR 0.3 MILE TO
 MB2583'AZIMUTH MARK 84 099 1 P CO ON THE RIGHT.)
 MB2583'TURN LEFT AND GO NORTH ON WEAVER
 MB2583'ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT.  CONTINUE
 MB2583'NORTH ON WEAVER ROAD FOR 0.3 MILE TO THE INTERSECTION OF WORK
 MB2583'ROAD, TOWNSHIP HIGHWAY 205, AND AZIMUTH MARK 84 098 1 P CO
 MB2583'ON THE SOUTHEAST CORNER OF THE INTERSECTION.
 MB2583'
 MB2583'STATION MARKS, STAMPED---84-103-1 1977---, ARE PORTAGE COUNTY
 MB2583'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2583'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2583'SURFACE.  IT IS 410.5 FEET SOUTH-SOUTHWEST OF A 36-INCH MAPLE
 MB2583'TREE, 117.7 FEET WEST-NORTHWEST OF TELEPHONE AND POWER POLE
 MB2583'NUMBER 311/49, 107.8 FEET NORTH OF A TREE LINE, 102.0 FEET
 MB2583'SOUTHWEST OF TELEPHONE AND POWER POLE NUMBER 311/48, AND
 MB2583'26.0 FEET WEST OF THE CENTERLINE OF WEAVER ROAD.  THE
 MB2583'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2583'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2583'
 MB2583'AZIMUTH MARK 84 099 1 P CO, STAMPED---84-099-1 1977---, IS A
 MB2583'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2583'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2583'SURFACE.  IT IS 35.7 FEET WEST-SOUTHWEST OF TELEPHONE AND
 MB2583'POWER POLE NUMBER 315/10, 33.0 FEET NORTHWEST OF AN 8-INCH
 MB2583'APPLE TREE, 22.7 FEET EAST-NORTHEAST OF AN 8-INCH APPLE TREE,
 MB2583'AND 18.0 FEET SOUTH OF THE CENTERLINE OF WEBB ROAD.
 MB2583'
 MB2583'AZIMUTH MARK 84 098 1 P CO, STAMPED---84-098-1 1977---, IS A
 MB2583'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2583'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2583'SURFACE.  IT IS 94.2 FEET SOUTH-SOUTHEAST OF A 24-INCH MAPLE
 MB2583'TREE, 92.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 MB2583'ADDRESS NUMBER 8603, 86.9 FEET EAST-SOUTHEAST OF A 24-INCH
 MB2583'MAPLE TREE, 56.3 FEET EAST OF TELEPHONE AND POWER POLE
 MB2583'NUMBER 314/31, 34.2 FEET SOUTHEAST OF THE CENTER
 MB2583'OF THE INTERSECTION OF WEAVER
 MB2583'AND WORK ROADS, AND 4.5 FEET NORTHWEST OF TELEPHONE AND
 MB2583'POWER POLE NUMBER 314/39.
 MB2583'
 MB2583'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2583'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2583'
 MB2583'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2788 ***********************************************************************
 MB2788  DESIGNATION -  84 110 1 P CO
 MB2788  PID         -  MB2788
 MB2788  STATE/COUNTY-  OH/PORTAGE
 MB2788  USGS QUAD   -  AURORA (1964)
 MB2788
 MB2788                         *CURRENT SURVEY CONTROL
 MB2788  ___________________________________________________________________
 MB2788* NAD 83(1995)-  41 16 31.05012(N)    081 17 55.07695(W)     ADJUSTED  
 MB2788* NAVD 88     -       363.     (meters)    1191.     (feet)  VERTCON   
 MB2788  ___________________________________________________________________
 MB2788  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 MB2788  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2788
 MB2788  HORZ ORDER  -  SECOND
 MB2788
 MB2788.The horizontal coordinates were established by classical geodetic methods
 MB2788.and adjusted by the National Geodetic Survey in April 1998..
 MB2788
 MB2788.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2788
 MB2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2788
 MB2788.The geoid height was determined by GEOID03.
 MB2788
 MB2788;                    North         East     Units Scale Factor Converg.
 MB2788;SPC OH N     -   179,325.439   700,646.902   MT  0.99994569   +0 47 21.3
 MB2788;UTM  17      - 4,569,360.782   474,989.325   MT  0.99960770   -0 11 49.2
 MB2788
 MB2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2788!SPC OH N     -   0.99994837  x   0.99994569  =   0.99989407
 MB2788!UTM  17      -   0.99994837  x   0.99960770  =   0.99955609
 MB2788
 MB2788                          SUPERSEDED SURVEY CONTROL
 MB2788
 MB2788  NAD 83(1986)-  41 16 31.05902(N)    081 17 55.07692(W) AD(       ) 2
 MB2788  NAD 27      -  41 16 30.85766(N)    081 17 55.70146(W) AD(       ) 2
 MB2788  NGVD 29 (07/19/86)  363.     (m)         1191.     (f) VERT ANG       
 MB2788
 MB2788.Superseded values are not recommended for survey control.
 MB2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2788.See file dsdata.txt to determine how the superseded data were derived.
 MB2788
 MB2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7498969361(NAD 83)
 MB2788_MARKER: Z = SEE DESCRIPTION
 MB2788_SETTING: 0 = UNSPECIFIED SETTING
 MB2788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2788
 MB2788  HISTORY     - Date     Condition        Report By
 MB2788  HISTORY     - 1977     MONUMENTED       OH-133
 MB2788
 MB2788                          STATION DESCRIPTION
 MB2788
 MB2788'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2788'THE STATION IS ABOUT 3-3/4 MILES SOUTHEAST OF AURORA, 3-1/2
 MB2788'MILES NORTHEAST OF STREETSBORO, 4 MILES WEST-SOUTHWEST OF
 MB2788'MANTUA, AND ON THE RIGHT-OF-WAY OF BARTLETT ROAD, COUNTY
 MB2788'HIGHWAY 208.
 MB2788'
 MB2788'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2788'AND 82 IN MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 1.2
 MB2788'MILES TO THE INTERSECTION OF MANTUA CENTER ROAD, TOWNSHIP
 MB2788'HIGHWAY 247, AND DIAGONAL ROAD, COUNTY HIGHWAY 155.
 MB2788'TURN LEFT AND GO SOUTHWEST ON DIAGONAL ROAD FOR 1.85 MILES TO
 MB2788'THE T-INTERSECTION OF BARTLETT ROAD.  TURN RIGHT AND GO WEST ON
 MB2788'BARTLETT ROAD FOR 1.25 MILES TO THE STATION IN THE ROAD
 MB2788'SURFACE.
 MB2788'
 MB2788'STATION MARK IS A 1-INCH DIAMETER
 MB2788'IRON ROD 4 INCHES BELOW THE TOP OF AN IRON 12-INCH SQUARE
 MB2788'MONUMENT BOX WITH A 4-INCH DIAMETER ROUND LID THAT IS FLUSH
 MB2788'WITH THE ROAD SURFACE.  IT IS THE NORTHWEST CORNER OF
 MB2788'SHALERSVILLE TOWNSHIP, 81.4 FEET SOUTHWEST OF
 MB2788'TELEPHONE AND POWER POLE NUMBER AU 991, 79.3 FEET SOUTH OF A
 MB2788'BRIDGE SPIKE IN THE WEST SIDE AND NEAR THE BASE OF AN 8-INCH
 MB2788'WILD CHERRY TREE, 44.2 FEET SOUTH-SOUTHEAST OF A GAS LINE
 MB2788'MARKER, AND IN THE CENTERLINE OF BARTLETT ROAD.
 MB2788'
 MB2788'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2788'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2788'STATION 84 110 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2788'
 MB2788'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2825 ***********************************************************************
 MB2825  DESIGNATION -  84 110 2 P CO
 MB2825  PID         -  MB2825
 MB2825  STATE/COUNTY-  OH/PORTAGE
 MB2825  USGS QUAD   -  AURORA (1964)
 MB2825
 MB2825                         *CURRENT SURVEY CONTROL
 MB2825  ___________________________________________________________________
 MB2825* NAD 83(1995)-  41 16 30.48103(N)    081 17 31.26396(W)     ADJUSTED  
 MB2825* NAVD 88     -       362.0    (meters)    1188.     (feet)  VERTCON   
 MB2825  ___________________________________________________________________
 MB2825  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 MB2825  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2825
 MB2825  HORZ ORDER  -  SECOND
 MB2825
 MB2825.The horizontal coordinates were established by classical geodetic methods
 MB2825.and adjusted by the National Geodetic Survey in April 1998..
 MB2825
 MB2825.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2825
 MB2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2825
 MB2825.The geoid height was determined by GEOID03.
 MB2825
 MB2825;                    North         East     Units Scale Factor Converg.
 MB2825;SPC OH N     -   179,315.540   701,201.271   MT  0.99994568   +0 47 36.9
 MB2825;UTM  17      - 4,569,341.349   475,543.254   MT  0.99960736   -0 11 33.5
 MB2825
 MB2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2825!SPC OH N     -   0.99994850  x   0.99994568  =   0.99989418
 MB2825!UTM  17      -   0.99994850  x   0.99960736  =   0.99955588
 MB2825
 MB2825|---------------------------------------------------------------------|
 MB2825| PID    Reference Object                     Distance      Geod. Az  |
 MB2825|                                                           dddmmss.s |
 MB2825| MB2783 85 037 1 P CO                       284.644 METERS 08909     |
 MB2825| MB2788 84 110 1 P CO                       APPROX. 0.6 KM 2714859.8 |
 MB2825|---------------------------------------------------------------------|
 MB2825
 MB2825                          SUPERSEDED SURVEY CONTROL
 MB2825
 MB2825  NAD 83(1986)-  41 16 30.48987(N)    081 17 31.26393(W) AD(       ) 2
 MB2825  NAD 27      -  41 16 30.28853(N)    081 17 31.88925(W) AD(       ) 2
 MB2825  NGVD 29 (07/19/86)  362.2    (m)         1188.     (f) VERT ANG       
 MB2825
 MB2825.Superseded values are not recommended for survey control.
 MB2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2825.See file dsdata.txt to determine how the superseded data were derived.
 MB2825
 MB2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7554369341(NAD 83)
 MB2825_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2825+STABILITY: SURFACE MOTION
 MB2825
 MB2825  HISTORY     - Date     Condition        Report By
 MB2825  HISTORY     - 1977     MONUMENTED       OH-133
 MB2825
 MB2825                          STATION DESCRIPTION
 MB2825
 MB2825'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2825'THE STATION IS ABOUT 4 MILES SOUTHEAST OF AURORA, 4 MILES
 MB2825'NORTHEAST OF STREETSBORO, 3-1/2 MILES WEST-SOUTHWEST OF MANTUA,
 MB2825'AND ON THE RIGHT-OF-WAY OF BARTLETT ROAD, COUNTY HIGHWAY 208.
 MB2825'
 MB2825'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44
 MB2825'AND 82 IN MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 1.2
 MB2825'MILES TO THE INTERSECTION OF MANTUA CENTER ROAD, TOWNSHIP
 MB2825'HIGHWAY 247, AND DIAGONAL ROAD, COUNTY HIGHWAY 155.  TURN
 MB2825'LEFT AND GO SOUTHWEST ON DIAGONAL ROAD FOR 1.85 MILES TO THE
 MB2825'T-INTERSECTION OF BARTLETT ROAD.  TURN RIGHT AND GO WEST ON
 MB2825'BARTLETT ROAD FOR 0.75 MILE TO AZIMUTH MARK 85 037 1 P CO ON
 MB2825'THE RIGHT.  CONTINUE WEST FOR 0.2 MILE TO THE STATION ON
 MB2825'THE LEFT.  CONTINUE 0.3 MILE WEST TO AZIMUTH MARK 84 110 1 P
 MB2825'CO IN THE ROAD SURFACE.
 MB2825'
 MB2825'STATION MARKS, STAMPED---84-110-2 1977---, ARE PORTAGE COUNTY
 MB2825'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2825'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2825'SURFACE.  IT IS 39.3 FEET SOUTH OF TELEPHONE AND POWER POLE
 MB2825'NUMBER MU 1124, 32.0 FEET NORTHWEST OF A 10-INCH PINE TREE,
 MB2825'14.6 FEET SOUTH OF THE CENTERLINE OF BARTLETT ROAD, AND 9.6
 MB2825'FEET NORTH OF A 10-INCH PINE TREE.  THE UNDERGROUND DISK IS
 MB2825'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2825'GROUND SURFACE.
 MB2825'
 MB2825'AZIMUTH MARK 85 037 1 P CO, STAMPED---85-037-1 1977---, IS A
 MB2825'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2825'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2825'SURFACE.  IT IS 142.1 FEET NORTHEAST OF A TRIPLE TRUNKED 4-INCH
 MB2825'ASH TREE, 46.8 FEET NORTH OF A 6-INCH WILD CHERRY TREE, 19.2
 MB2825'FEET NORTH OF THE CENTERLINE OF BARTLETT ROAD, AND 4.6 FEET
 MB2825'SOUTH OF A TELEPHONE AND POWER POLE.
 MB2825'
 MB2825'AZIMUTH MARK 84 110 1 P CO IS A 1-INCH DIAMETER
 MB2825'IRON ROD SET 4 INCHES BELOW THE TOP OF AN IRON 12-INCH SQUARE
 MB2825'MONUMENT BOX WITH A 4-INCH DIAMETER ROUND LID THAT IS FLUSH WITH
 MB2825'THE ROAD SURFACE.  IT IS THE NORTHWEST CORNER OF SHALERSVILLE
 MB2825'TOWNSHIP, 81.4 FEET SOUTHWEST OF TELEPHONE AND
 MB2825'POWER POLE NUMBER AU 991, 79.3 FEET SOUTH OF A BRIDGE SPIKE IN
 MB2825'THE WEST SIDE AND NEAR THE BASE OF AN 8-INCH WILD CHERRY TREE,
 MB2825'44.2 FEET SOUTH-SOUTHEAST OF A GAS LINE MARKER, AND
 MB2825'IN THE CENTERLINE OF
 MB2825'BARTLETT ROAD.
 MB2825'
 MB2825'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2825'LIGHT ABOVE STATION MARK WAS 1.3 METERS.
 MB2825'
 MB2825'DESCRIBED BY D.A. TANNERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1358 ***********************************************************************
 JZ1358  DESIGNATION -  841
 JZ1358  PID         -  JZ1358
 JZ1358  STATE/COUNTY-  OH/PREBLE
 JZ1358  USGS QUAD   -  EATON SOUTH (1987)
 JZ1358
 JZ1358                         *CURRENT SURVEY CONTROL
 JZ1358  ___________________________________________________________________
 JZ1358* NAD 83(1986)-  39 37 46.     (N)    084 38 42.     (W)     SCALED    
 JZ1358* NAVD 88     -       256.107  (meters)     840.24   (feet)  ADJUSTED  
 JZ1358  ___________________________________________________________________
 JZ1358  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JZ1358  DYNAMIC HT  -         255.962 (meters)     839.77  (feet)  COMP
 JZ1358  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 JZ1358
 JZ1358  VERT ORDER  -  SECOND    CLASS 0
 JZ1358
 JZ1358.The horizontal coordinates were scaled from a topographic map and have
 JZ1358.an estimated accuracy of +/- 6 seconds.
 JZ1358
 JZ1358.The orthometric height was determined by differential leveling
 JZ1358.and adjusted by the National Geodetic Survey in June 1991..
 JZ1358
 JZ1358.The geoid height was determined by GEOID03.
 JZ1358
 JZ1358.The dynamic height is computed by dividing the NAVD 88
 JZ1358.geopotential number by the normal gravity value computed on the
 JZ1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1358.degrees latitude (g = 980.6199 gals.).
 JZ1358
 JZ1358.The modeled gravity was interpolated from observed gravity values.
 JZ1358
 JZ1358;                    North         East    Units  Estimated Accuracy
 JZ1358;SPC OH S     -   183,080.      415,870.      MT  (+/- 180 meters Scaled)
 JZ1358
 JZ1358                          SUPERSEDED SURVEY CONTROL
 JZ1358
 JZ1358  NGVD 29 (??/??/92)  256.276  (m)          840.80   (f) ADJ UNCH    2 0
 JZ1358
 JZ1358.Superseded values are not recommended for survey control.
 JZ1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1358.See file dsdata.txt to determine how the superseded data were derived.
 JZ1358
 JZ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ021892(NAD 83)
 JZ1358_MARKER: DD = SURVEY DISK
 JZ1358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1358_SP_SET: ABUTMENT
 JZ1358_STAMPING: 841 OHIO
 JZ1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1358
 JZ1358  HISTORY     - Date     Condition        Report By
 JZ1358  HISTORY     - UNK      MONUMENTED       USGS
 JZ1358  HISTORY     - 1947     GOOD             NGS
 JZ1358
 JZ1358                          STATION DESCRIPTION
 JZ1358
 JZ1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1358'AT CAMDEN.
 JZ1358'AT CAMDEN, ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 725 FROM THE
 JZ1358'INTERSECTION OF U.S. HIGHWAY 127, SET IN THE TOP OF THE NORTH
 JZ1358'END OF THE WEST STONE MASONRY ABUTMENT OF A STEEL BRIDGE OVER
 JZ1358'SEVEN MILE CREEK, 12 FEET NORTH OF THE CENTER LINE OF THE BRIDGE,
 JZ1358'2 FEET NORTH OF THE STEEL BEAM AND ABOUT 1.2 FEET BELOW THE
 JZ1358'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0829 ***********************************************************************
 KY0829  DESIGNATION -  843
 KY0829  PID         -  KY0829
 KY0829  STATE/COUNTY-  OH/JEFFERSON
 KY0829  USGS QUAD   -  SMITHFIELD (1984)
 KY0829
 KY0829                         *CURRENT SURVEY CONTROL
 KY0829  ___________________________________________________________________
 KY0829* NAD 83(1986)-  40 21 52.     (N)    080 45 13.     (W)     SCALED    
 KY0829* NAVD 88     -       257.525  (meters)     844.90   (feet)  ADJUSTED  
 KY0829  ___________________________________________________________________
 KY0829  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KY0829  DYNAMIC HT  -         257.385 (meters)     844.44  (feet)  COMP
 KY0829  MODELED GRAV-     980,078.4   (mgal)                       NAVD 88
 KY0829
 KY0829  VERT ORDER  -  SECOND    CLASS 0
 KY0829
 KY0829.The horizontal coordinates were scaled from a topographic map and have
 KY0829.an estimated accuracy of +/- 6 seconds.
 KY0829
 KY0829.The orthometric height was determined by differential leveling
 KY0829.and adjusted by the National Geodetic Survey in June 1991..
 KY0829
 KY0829.The geoid height was determined by GEOID03.
 KY0829
 KY0829.The dynamic height is computed by dividing the NAVD 88
 KY0829.geopotential number by the normal gravity value computed on the
 KY0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0829.degrees latitude (g = 980.6199 gals.).
 KY0829
 KY0829.The modeled gravity was interpolated from observed gravity values.
 KY0829
 KY0829;                    North         East    Units  Estimated Accuracy
 KY0829;SPC OH N     -    78,970.      748,330.      MT  (+/- 180 meters Scaled)
 KY0829
 KY0829                          SUPERSEDED SURVEY CONTROL
 KY0829
 KY0829  NGVD 29 (??/??/92)  257.705  (m)          845.49   (f) ADJ UNCH    2 0
 KY0829
 KY0829.Superseded values are not recommended for survey control.
 KY0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0829.See file dsdata.txt to determine how the superseded data were derived.
 KY0829
 KY0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE209682(NAD 83)
 KY0829_MARKER: B = BOLT
 KY0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0829_SP_SET: BRIDGE
 KY0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0829
 KY0829  HISTORY     - Date     Condition        Report By
 KY0829  HISTORY     - UNK      MONUMENTED       PRR
 KY0829  HISTORY     - 1934     GOOD             NGS
 KY0829  HISTORY     - 1936     GOOD             NGS
 KY0829
 KY0829                          STATION DESCRIPTION
 KY0829
 KY0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY0829'0.8 MI W FROM REED.
 KY0829'0.8 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0829'AT REED, JEFFERSON COUNTY, 0.3 MILE WEST OF MILEPOST 56, AT
 KY0829'BRIDGE NO. 56.06, IN THE TOP OF THE EAST END OF THE NORTH
 KY0829'COPING, 4.1 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 1.7
 KY0829'FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE COPING, AND LEVEL
 KY0829'WITH THE TOP OF THE RAIL.  AN IRON BOLT.
 KY0829
 KY0829                          STATION RECOVERY (1936)
 KY0829
 KY0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 KY0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0672 ***********************************************************************
 KZ0672  DESIGNATION -  843
 KZ0672  PID         -  KZ0672
 KZ0672  STATE/COUNTY-  OH/COSHOCTON
 KZ0672  USGS QUAD   -  WALHONDING (1987)
 KZ0672
 KZ0672                         *CURRENT SURVEY CONTROL
 KZ0672  ___________________________________________________________________
 KZ0672* NAD 83(1986)-  40 21 50.     (N)    082 09 18.     (W)     SCALED    
 KZ0672* NAVD 88     -       256.221  (meters)     840.62   (feet)  ADJUSTED  
 KZ0672  ___________________________________________________________________
 KZ0672  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KZ0672  DYNAMIC HT  -         256.090 (meters)     840.19  (feet)  COMP
 KZ0672  MODELED GRAV-     980,105.0   (mgal)                       NAVD 88
 KZ0672
 KZ0672  VERT ORDER  -  SECOND    CLASS 0
 KZ0672
 KZ0672.The horizontal coordinates were scaled from a topographic map and have
 KZ0672.an estimated accuracy of +/- 6 seconds.
 KZ0672
 KZ0672.The orthometric height was determined by differential leveling
 KZ0672.and adjusted by the National Geodetic Survey in June 1991..
 KZ0672
 KZ0672.The geoid height was determined by GEOID03.
 KZ0672
 KZ0672.The dynamic height is computed by dividing the NAVD 88
 KZ0672.geopotential number by the normal gravity value computed on the
 KZ0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0672.degrees latitude (g = 980.6199 gals.).
 KZ0672
 KZ0672.The modeled gravity was interpolated from observed gravity values.
 KZ0672
 KZ0672;                    North         East    Units  Estimated Accuracy
 KZ0672;SPC OH N     -    77,480.      629,300.      MT  (+/- 180 meters Scaled)
 KZ0672
 KZ0672                          SUPERSEDED SURVEY CONTROL
 KZ0672
 KZ0672  NGVD 29 (??/??/92)  256.423  (m)          841.28   (f) ADJ UNCH    2 0
 KZ0672
 KZ0672.Superseded values are not recommended for survey control.
 KZ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0672.See file dsdata.txt to determine how the superseded data were derived.
 KZ0672
 KZ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME019687(NAD 83)
 KZ0672_MARKER: DD = SURVEY DISK
 KZ0672_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0672_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0672_STAMPING: 843 OHIO
 KZ0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0672
 KZ0672  HISTORY     - Date     Condition        Report By
 KZ0672  HISTORY     - UNK      MONUMENTED       USGS
 KZ0672  HISTORY     - 1934     GOOD             NGS
 KZ0672
 KZ0672                          STATION DESCRIPTION
 KZ0672
 KZ0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0672'0.6 MI NW FROM WALHONDING.
 KZ0672'0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 36 FROM THE PENNSYLVANIA
 KZ0672'RAILROAD STATION AT WALHONDING, COSHOCTON COUNTY, 0.2 MILE
 KZ0672'EAST OF PENNSYLVANIA RAILROAD BRIDGE 17, 0.1 MILE EAST OF A
 KZ0672'HIGHWAY BRIDGE OVER THE MOHICAN RIVER, 27 FEET NORTHWEST OF A POLE,
 KZ0672'25 FEET SOUTHWEST OF MOHICAN RIVER, 27 FEET NORTHWEST OF A POLE,
 KZ0672'25 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 36, 25 FEET
 KZ0672'SOUTHEAST OF THE CENTERLINE OF A DIRT ROAD LEADING NORTH, AND
 KZ0672'1.3 FEET NORTHEAST OF THE FENCE LINE.  A UNITED STATES GEOLOGICAL
 KZ0672'SURVEY STANDARD CAP, STAMPED 843 OHIO AND RIVETED ON THE TOP
 KZ0672'OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 20 INCHES ABOVE
 KZ0672'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1618 ***********************************************************************
 KY1618  DESIGNATION -  843
 KY1618  PID         -  KY1618
 KY1618  STATE/COUNTY-  OH/HOLMES
 KY1618  USGS QUAD   -  MILLERSBURG (1994)
 KY1618
 KY1618                         *CURRENT SURVEY CONTROL
 KY1618  ___________________________________________________________________
 KY1618* NAD 83(1986)-  40 36 56.     (N)    081 55 01.     (W)     SCALED    
 KY1618* NAVD 88     -       256.570  (meters)     841.76   (feet)  ADJUSTED  
 KY1618  ___________________________________________________________________
 KY1618  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KY1618  DYNAMIC HT  -         256.450 (meters)     841.37  (feet)  COMP
 KY1618  MODELED GRAV-     980,153.2   (mgal)                       NAVD 88
 KY1618
 KY1618  VERT ORDER  -  SECOND    CLASS 0
 KY1618
 KY1618.The horizontal coordinates were scaled from a topographic map and have
 KY1618.an estimated accuracy of +/- 6 seconds.
 KY1618
 KY1618.The orthometric height was determined by differential leveling
 KY1618.and adjusted by the National Geodetic Survey in June 1991..
 KY1618
 KY1618.The geoid height was determined by GEOID03.
 KY1618
 KY1618.The dynamic height is computed by dividing the NAVD 88
 KY1618.geopotential number by the normal gravity value computed on the
 KY1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1618.degrees latitude (g = 980.6199 gals.).
 KY1618
 KY1618.The modeled gravity was interpolated from observed gravity values.
 KY1618
 KY1618;                    North         East    Units  Estimated Accuracy
 KY1618;SPC OH N     -   105,540.      649,340.      MT  (+/- 180 meters Scaled)
 KY1618
 KY1618                          SUPERSEDED SURVEY CONTROL
 KY1618
 KY1618  NGVD 29 (??/??/92)  256.783  (m)          842.46   (f) ADJ UNCH    2 0
 KY1618
 KY1618.Superseded values are not recommended for survey control.
 KY1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1618.See file dsdata.txt to determine how the superseded data were derived.
 KY1618
 KY1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME224964(NAD 83)
 KY1618_MARKER: DB = BENCH MARK DISK
 KY1618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1618_SP_SET: BRIDGE
 KY1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1618
 KY1618  HISTORY     - Date     Condition        Report By
 KY1618  HISTORY     - UNK      MONUMENTED       USGS
 KY1618  HISTORY     - 1959     GOOD             NGS
 KY1618  HISTORY     - 1973     GOOD             OHDT
 KY1618
 KY1618                          STATION DESCRIPTION
 KY1618
 KY1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1618'1 MI S FROM HOLMESVILLE.
 KY1618'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 76 FROM THE CHURCH OF
 KY1618'CHRIST AT HOLMESVILLE, 0.25 MILE SOUTH OF THE SOUTHEAST END OF
 KY1618'THE HIGHWAY OVERPASS OVER THE PENNSYLVANIA RAILROAD, 16 FEET
 KY1618'EAST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE WING WALL
 KY1618'AT THE NORTHEAST CORNER OF A 100-FOOT BRIDGE OVER MARTINS CREEK,
 KY1618'1 FOOT EAST OF THE NORTHEAST CORNER OF THE STEEL STRUCTURE OF
 KY1618'BRIDE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KY1618
 KY1618                          STATION RECOVERY (1973)
 KY1618
 KY1618'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KY1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0730 ***********************************************************************
 KZ0730  DESIGNATION -  844
 KZ0730  PID         -  KZ0730
 KZ0730  STATE/COUNTY-  OH/LICKING
 KZ0730  USGS QUAD   -  NEWARK (1982)
 KZ0730
 KZ0730                         *CURRENT SURVEY CONTROL
 KZ0730  ___________________________________________________________________
 KZ0730* NAD 83(1986)-  40 01 28.     (N)    082 26 11.     (W)     SCALED    
 KZ0730* NAVD 88     -       257.127  (meters)     843.59   (feet)  ADJUSTED  
 KZ0730  ___________________________________________________________________
 KZ0730  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KZ0730  DYNAMIC HT  -         256.983 (meters)     843.12  (feet)  COMP
 KZ0730  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 KZ0730
 KZ0730  VERT ORDER  -  SECOND    CLASS 0
 KZ0730
 KZ0730.The horizontal coordinates were scaled from a topographic map and have
 KZ0730.an estimated accuracy of +/- 6 seconds.
 KZ0730
 KZ0730.The orthometric height was determined by differential leveling
 KZ0730.and adjusted by the National Geodetic Survey in June 1991..
 KZ0730
 KZ0730.The geoid height was determined by GEOID03.
 KZ0730
 KZ0730.The dynamic height is computed by dividing the NAVD 88
 KZ0730.geopotential number by the normal gravity value computed on the
 KZ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0730.degrees latitude (g = 980.6199 gals.).
 KZ0730
 KZ0730.The modeled gravity was interpolated from observed gravity values.
 KZ0730
 KZ0730;                    North         East    Units  Estimated Accuracy
 KZ0730;SPC OH S     -   224,750.      605,430.      MT  (+/- 180 meters Scaled)
 KZ0730
 KZ0730                          SUPERSEDED SURVEY CONTROL
 KZ0730
 KZ0730  NGVD 29 (??/??/92)  257.326  (m)          844.24   (f) ADJ UNCH    2 0
 KZ0730
 KZ0730.Superseded values are not recommended for survey control.
 KZ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0730.See file dsdata.txt to determine how the superseded data were derived.
 KZ0730
 KZ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE774314(NAD 83)
 KZ0730_MARKER: Z = SEE DESCRIPTION
 KZ0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0730_SP_SET: ABUTMENT
 KZ0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0730
 KZ0730  HISTORY     - Date     Condition        Report By
 KZ0730  HISTORY     - UNK      MONUMENTED       USGS
 KZ0730  HISTORY     - 1934     GOOD             NGS
 KZ0730
 KZ0730                          STATION DESCRIPTION
 KZ0730
 KZ0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0730'3 MI SW FROM NEWARK.
 KZ0730'3.0 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KZ0730'FROM THE CENTER OF NEWARK, LICKING COUNTY, 12-1/2 RAILS SOUTH
 KZ0730'OF A DIRT ROAD CROSSING, AT A STEEL BRIDGE OVER RAMP CREEK, IN
 KZ0730'THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH SANDSTONE ABUTMENT,
 KZ0730'7 INCHES SOUTH OF THE NORTH EDGE, 3.8 FEET EAST OF THE EAST
 KZ0730'RAIL OF THE EAST TRACK, 15 INCHES LOWER THAN THE TRACK AND FLUSH
 KZ0730'WITH THE ABUTMENT.  AN ALUMINUM PEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0034 ***********************************************************************
 JZ0034  DESIGNATION -  845
 JZ0034  PID         -  JZ0034
 JZ0034  STATE/COUNTY-  OH/MIAMI
 JZ0034  USGS QUAD   -  TIPP CITY (1992)
 JZ0034
 JZ0034                         *CURRENT SURVEY CONTROL
 JZ0034  ___________________________________________________________________
 JZ0034* NAD 83(1986)-  39 58 02.     (N)    084 11 00.     (W)     SCALED    
 JZ0034* NAVD 88     -       257.397  (meters)     844.48   (feet)  ADJUSTED  
 JZ0034  ___________________________________________________________________
 JZ0034  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JZ0034  DYNAMIC HT  -         257.261 (meters)     844.03  (feet)  COMP
 JZ0034  MODELED GRAV-     980,088.8   (mgal)                       NAVD 88
 JZ0034
 JZ0034  VERT ORDER  -  FIRST     CLASS II
 JZ0034
 JZ0034.The horizontal coordinates were scaled from a topographic map and have
 JZ0034.an estimated accuracy of +/- 6 seconds.
 JZ0034
 JZ0034.The orthometric height was determined by differential leveling
 JZ0034.and adjusted by the National Geodetic Survey in June 1991..
 JZ0034
 JZ0034.The geoid height was determined by GEOID03.
 JZ0034
 JZ0034.The dynamic height is computed by dividing the NAVD 88
 JZ0034.geopotential number by the normal gravity value computed on the
 JZ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0034.degrees latitude (g = 980.6199 gals.).
 JZ0034
 JZ0034.The modeled gravity was interpolated from observed gravity values.
 JZ0034
 JZ0034;                    North         East    Units  Estimated Accuracy
 JZ0034;SPC OH S     -   219,730.      456,200.      MT  (+/- 180 meters Scaled)
 JZ0034
 JZ0034                          SUPERSEDED SURVEY CONTROL
 JZ0034
 JZ0034  NGVD 29 (??/??/92)  257.593  (m)          845.12   (f) ADJ UNCH    1 2
 JZ0034
 JZ0034.Superseded values are not recommended for survey control.
 JZ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0034.See file dsdata.txt to determine how the superseded data were derived.
 JZ0034
 JZ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK405279(NAD 83)
 JZ0034_MARKER: DD = SURVEY DISK
 JZ0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0034_SP_SET: DOOR FRAME
 JZ0034_STAMPING: (*) 845COLUMBUS 1903
 JZ0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0034
 JZ0034  HISTORY     - Date     Condition        Report By
 JZ0034  HISTORY     - 1903     MONUMENTED       USGS
 JZ0034  HISTORY     - 1947     GOOD             NGS
 JZ0034  HISTORY     - 19930621 MARK NOT FOUND   NGS
 JZ0034
 JZ0034                          STATION DESCRIPTION
 JZ0034
 JZ0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0034'AT TIPP CITY.
 JZ0034'AT TIPP CITY, IN THE WEST PART OF TOWN, ABOUT 0.1 MILE WEST OF THE
 JZ0034'BALTIMORE AND OHIO RAILROAD STATION, SET VERTICALLY IN THE EAST
 JZ0034'FACE OF THE STONE MASONRY DOOR FRAME AT THE EAST ENTRANCE TO
 JZ0034'AN OLD RED BRICK SCHOOL HOUSE, 1.9 FEET NORTH OF THE ENTRANCE,
 JZ0034'148.5 FEET SOUTH OF THE SOUTH CURB OF WEST DOW STREET AND ABOUT
 JZ0034'1 FOOT ABOVE THE SIDE WALK.
 JZ0034
 JZ0034                          STATION RECOVERY (1993)
 JZ0034
 JZ0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0427 ***********************************************************************
 MC0427  DESIGNATION -  846
 MC0427  PID         -  MC0427
 MC0427  STATE/COUNTY-  OH/SENECA
 MC0427  USGS QUAD   -  ALVADA (1972)
 MC0427
 MC0427                         *CURRENT SURVEY CONTROL
 MC0427  ___________________________________________________________________
 MC0427* NAD 83(1986)-  41 01 42.     (N)    083 24 05.     (W)     SCALED    
 MC0427* NAVD 88     -       257.635  (meters)     845.26   (feet)  POSTED    
 MC0427  ___________________________________________________________________
 MC0427  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 MC0427  DYNAMIC HT  -         257.520 (meters)     844.88  (feet)  COMP
 MC0427  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 MC0427
 MC0427  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MC0427
 MC0427.The horizontal coordinates were scaled from a topographic map and have
 MC0427.an estimated accuracy of +/- 6 seconds.
 MC0427
 MC0427.The orthometric height was determined by differential leveling
 MC0427.and adjusted by the National Geodetic Survey in 1992..
 MC0427.No vertical observational check was made to the station.
 MC0427.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MC0427.was located on a no-check spur therefore a value was not computed.
 MC0427
 MC0427.The geoid height was determined by GEOID03.
 MC0427
 MC0427.The dynamic height is computed by dividing the NAVD 88
 MC0427.geopotential number by the normal gravity value computed on the
 MC0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0427.degrees latitude (g = 980.6199 gals.).
 MC0427
 MC0427.The modeled gravity was interpolated from observed gravity values.
 MC0427
 MC0427;                    North         East    Units  Estimated Accuracy
 MC0427;SPC OH N     -   151,600.      524,200.      MT  (+/- 180 meters Scaled)
 MC0427
 MC0427                          SUPERSEDED SURVEY CONTROL
 MC0427
 MC0427  NGVD 29 (??/??/92)  257.774  (m)          845.71   (f) ADJ UNCH    2 0
 MC0427
 MC0427.Superseded values are not recommended for survey control.
 MC0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0427.See file dsdata.txt to determine how the superseded data were derived.
 MC0427
 MC0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF981446(NAD 83)
 MC0427_MARKER: X = CHISELED CROSS
 MC0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0427_SP_SET: DOOR SILL
 MC0427_MARK LOGO: USGS  
 MC0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0427
 MC0427  HISTORY     - Date     Condition        Report By
 MC0427  HISTORY     - UNK      MONUMENTED       USGS
 MC0427  HISTORY     - 1934     GOOD             CGS
 MC0427
 MC0427                          STATION DESCRIPTION
 MC0427
 MC0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0427'1.5 MI S FROM ALVEDA.
 MC0427'1.5 MILES SOUTH ALONG U.S. HIGHWAY 23 FROM THE CHESAPEAKE AND
 MC0427'OHIO RAILWAY STATION AT ALVEDA, SENECA COUNTY, 99 FEET SOUTHEAST
 MC0427'OF THE CENTER OF A ROAD CROSSING, 65 FEET SOUTH OF THE CENTERLINE
 MC0427'OF THE ROAD, AT A BRICK SCHOOLHOUSE, AT THE NORTH ENTRANCE, ON
 MC0427'THE TOP OF A DOOR SILL, AND 9.3 FEET EAST OF THE NORTHWEST CORNER
 MC0427'OF THE SCHOOLHOUSE.  A ONE-INCH CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0543 ***********************************************************************
 MB0543  DESIGNATION -  848
 MB0543  PID         -  MB0543
 MB0543  STATE/COUNTY-  OH/MAHONING
 MB0543  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0543
 MB0543                         *CURRENT SURVEY CONTROL
 MB0543  ___________________________________________________________________
 MB0543* NAD 83(1986)-  41 05 45.     (N)    080 38 23.     (W)     SCALED    
 MB0543* NAVD 88     -       258.297  (meters)     847.43   (feet)  ADJUSTED  
 MB0543  ___________________________________________________________________
 MB0543  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0543  DYNAMIC HT  -         258.177 (meters)     847.04  (feet)  COMP
 MB0543  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 MB0543
 MB0543  VERT ORDER  -  FIRST     CLASS II
 MB0543
 MB0543.The horizontal coordinates were scaled from a topographic map and have
 MB0543.an estimated accuracy of +/- 6 seconds.
 MB0543
 MB0543.The orthometric height was determined by differential leveling
 MB0543.and adjusted by the National Geodetic Survey in June 1991..
 MB0543
 MB0543.The geoid height was determined by GEOID03.
 MB0543
 MB0543.The dynamic height is computed by dividing the NAVD 88
 MB0543.geopotential number by the normal gravity value computed on the
 MB0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0543.degrees latitude (g = 980.6199 gals.).
 MB0543
 MB0543.The modeled gravity was interpolated from observed gravity values.
 MB0543
 MB0543;                    North         East    Units  Estimated Accuracy
 MB0543;SPC OH N     -   160,370.      756,270.      MT  (+/- 180 meters Scaled)
 MB0543
 MB0543                          SUPERSEDED SURVEY CONTROL
 MB0543
 MB0543  NGVD 29 (??/??/92)  258.474  (m)          848.01   (f) ADJ UNCH    1 2
 MB0543
 MB0543.Superseded values are not recommended for survey control.
 MB0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0543.See file dsdata.txt to determine how the superseded data were derived.
 MB0543
 MB0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF302494(NAD 83)
 MB0543_MARKER: DD = SURVEY DISK
 MB0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0543_SP_SET: PIER
 MB0543_STAMPING: 848 847.789
 MB0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0543
 MB0543  HISTORY     - Date     Condition        Report By
 MB0543  HISTORY     - UNK      MONUMENTED       OH-099
 MB0543  HISTORY     - 1950     GOOD             NGS
 MB0543  HISTORY     - 20060110 MARK NOT FOUND   GEOCAC
 MB0543
 MB0543                          STATION DESCRIPTION
 MB0543
 MB0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0543'AT YOUNGSTOWN.
 MB0543'AT YOUNGSTOWN, NEAR THE NEW YORK CENTRAL RAILROAD STATION, UNDER
 MB0543'THE EAST FEDERAL STREET BRIDGE, BETWEEN THE ERIE AND THE N.Y.C.
 MB0543'TRACKS, EAST OF CRAB CREEK AND IN THE WEST FACE OF THE SOUTH
 MB0543'PIER, 2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 FEET
 MB0543'HIGHER THAN THE TRACK.  A USGS DISK SET VERTICALLY.
 MB0543
 MB0543                          STATION RECOVERY (2006)
 MB0543
 MB0543'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0543'THE OLD BRIDGE WAS DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2787 ***********************************************************************
 MB2787  DESIGNATION -  85 001 1 P CO
 MB2787  PID         -  MB2787
 MB2787  STATE/COUNTY-  OH/PORTAGE
 MB2787  USGS QUAD   -  AURORA (1964)
 MB2787
 MB2787                         *CURRENT SURVEY CONTROL
 MB2787  ___________________________________________________________________
 MB2787* NAD 83(1995)-  41 20 50.39039(N)    081 17 54.14411(W)     ADJUSTED  
 MB2787* NAVD 88     -       349.     (meters)    1145.     (feet)  VERTCON   
 MB2787  ___________________________________________________________________
 MB2787  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 MB2787  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2787
 MB2787  HORZ ORDER  -  SECOND
 MB2787
 MB2787.The horizontal coordinates were established by classical geodetic methods
 MB2787.and adjusted by the National Geodetic Survey in April 1998..
 MB2787
 MB2787.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2787
 MB2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2787
 MB2787.The geoid height was determined by GEOID03.
 MB2787
 MB2787;                    North         East     Units Scale Factor Converg.
 MB2787;SPC OH N     -   187,325.207   700,558.387   MT  0.99995102   +0 47 21.9
 MB2787;UTM  17      - 4,577,358.164   475,038.521   MT  0.99960767   -0 11 49.6
 MB2787
 MB2787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2787!SPC OH N     -   0.99995058  x   0.99995102  =   0.99990160
 MB2787!UTM  17      -   0.99995058  x   0.99960767  =   0.99955827
 MB2787
 MB2787                          SUPERSEDED SURVEY CONTROL
 MB2787
 MB2787  NAD 83(1986)-  41 20 50.39940(N)    081 17 54.14300(W) AD(       ) 2
 MB2787  NAD 27      -  41 20 50.20145(N)    081 17 54.76727(W) AD(       ) 2
 MB2787  NGVD 29 (07/19/86)  349.     (m)         1145.     (f) VERT ANG       
 MB2787
 MB2787.Superseded values are not recommended for survey control.
 MB2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2787.See file dsdata.txt to determine how the superseded data were derived.
 MB2787
 MB2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7503977358(NAD 83)
 MB2787_MARKER: Z = SEE DESCRIPTION
 MB2787_SETTING: 0 = UNSPECIFIED SETTING
 MB2787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2787
 MB2787  HISTORY     - Date     Condition        Report By
 MB2787  HISTORY     - 1977     MONUMENTED       OH-133
 MB2787
 MB2787                          STATION DESCRIPTION
 MB2787
 MB2787'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2787'THE STATION IS ABOUT 12 MILES SOUTHWEST OF BURTON, 4-3/4 MILES
 MB2787'NORTHWEST OF MANTUA CORNERS, 3-1/4 MILES NORTHEAST OF AURORA,
 MB2787'AND ON THE RIGHT-OF-WAY OF CRACKEL ROAD, TOWNSHIP HIGHWAY 269.
 MB2787'
 MB2787'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2787'AND 82, AT MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR
 MB2787'3.1 MILES TO THE INTERSECTION OF CHAMBERLAIN ROAD,
 MB2787'COUNTY HIGHWAY 265.  TURN RIGHT AND GO NORTH ON
 MB2787'CHAMBERLAIN ROAD FOR 2.65 MILES TO THE T-INTERSECTION OF
 MB2787'CRACKEL ROAD.  TURN LEFT AND GO WEST FOR
 MB2787'0.95 MILES TO THE STATION IN THE CENTER OF CRACKEL ROAD.
 MB2787'
 MB2787'STATION MARK IS A 1/2-INCH RE-BAR 4 INCHES BELOW THE ROAD
 MB2787'SURFACE AND IN THE CENTERLINE OF CRACKEL ROAD.  IT IS THE
 MB2787'NORTHWEST CORNER OF MANTUA TOWNSHIP, 55.23 FEET SOUTHWEST
 MB2787'OF A BRIDGE SPIKE IN THE SOUTH SIDE OF A 10-INCH ASH TREE,
 MB2787'25.0 FEET SOUTH OF A 1/2-INCH IRON ROD, 25.0 FEET NORTH OF A
 MB2787'1/2-INCH IRON ROD, AND 22.01 FEET SOUTHEAST OF A BRIDGE SPIKE
 MB2787'IN THE EAST SIDE OF AN 8-INCH TWIN TRUNKED ASH TREE.
 MB2787'
 MB2787'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2787'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2787'STATION 85 001 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2787'
 MB2787'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2786 ***********************************************************************
 MB2786  DESIGNATION -  85 001 2 P CO
 MB2786  PID         -  MB2786
 MB2786  STATE/COUNTY-  OH/PORTAGE
 MB2786  USGS QUAD   -  AURORA (1964)
 MB2786
 MB2786                         *CURRENT SURVEY CONTROL
 MB2786  ___________________________________________________________________
 MB2786* NAD 83(1995)-  41 20 50.47849(N)    081 17 36.05278(W)     ADJUSTED  
 MB2786* NAVD 88     -       355.1    (meters)    1165.     (feet)  VERTCON   
 MB2786  ___________________________________________________________________
 MB2786  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 MB2786  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2786
 MB2786  HORZ ORDER  -  SECOND
 MB2786
 MB2786.The horizontal coordinates were established by classical geodetic methods
 MB2786.and adjusted by the National Geodetic Survey in April 1998..
 MB2786
 MB2786.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2786
 MB2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2786
 MB2786.The geoid height was determined by GEOID03.
 MB2786
 MB2786;                    North         East     Units Scale Factor Converg.
 MB2786;SPC OH N     -   187,333.730   700,978.872   MT  0.99995102   +0 47 33.8
 MB2786;UTM  17      - 4,577,359.446   475,458.946   MT  0.99960741   -0 11 37.7
 MB2786
 MB2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2786!SPC OH N     -   0.99994959  x   0.99995102  =   0.99990061
 MB2786!UTM  17      -   0.99994959  x   0.99960741  =   0.99955702
 MB2786
 MB2786|---------------------------------------------------------------------|
 MB2786| PID    Reference Object                     Distance      Geod. Az  |
 MB2786|                                                           dddmmss.s |
 MB2786| MB2785 85 001 3 P CO                       349.380 METERS 08913     |
 MB2786| MB2787 85 001 1 P CO                       420.592 METERS 2693753.1 |
 MB2786|---------------------------------------------------------------------|
 MB2786
 MB2786                          SUPERSEDED SURVEY CONTROL
 MB2786
 MB2786  NAD 83(1986)-  41 20 50.48747(N)    081 17 36.05167(W) AD(       ) 2
 MB2786  NAD 27      -  41 20 50.28945(N)    081 17 36.67653(W) AD(       ) 2
 MB2786  NGVD 29 (07/19/86)  355.3    (m)         1166.     (f) VERT ANG       
 MB2786
 MB2786.Superseded values are not recommended for survey control.
 MB2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2786.See file dsdata.txt to determine how the superseded data were derived.
 MB2786
 MB2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7545977359(NAD 83)
 MB2786_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2786+STABILITY: SURFACE MOTION
 MB2786
 MB2786  HISTORY     - Date     Condition        Report By
 MB2786  HISTORY     - 1977     MONUMENTED       OH-133
 MB2786
 MB2786                          STATION DESCRIPTION
 MB2786
 MB2786'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2786'THE STATION IS ABOUT 4-3/4 MILES NORTHWEST OF MANTUA CORNERS,
 MB2786'4-1/4 MILES SOUTHEAST OF BAINBRIDGE, 3-1/4 MILES NORTHEAST OF
 MB2786'AURORA, AND ON THE RIGHT-OF-WAY OF CRACKEL ROAD, TOWNSHIP
 MB2786'HIGHWAY 269.
 MB2786'
 MB2786'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2786'AND 82 AT MANTUA CORNERS, GO WEST ON STATE ROUTE 82
 MB2786'FOR 3.1 MILES TO THE INTERSECTION OF
 MB2786'CHAMBERLAIN ROAD, COUNTY HIGHWAY 265.  TURN RIGHT AND GO NORTH ON
 MB2786'CHAMBERLAIN ROAD FOR 2.65 MILES TO THE T-INTERSECTION OF
 MB2786'CRACKEL ROAD.  TURN LEFT AND GO WEST FOR 0.65 MILE TO THE
 MB2786'STATION IN THE ROADWAY.  CONTINUE WEST FOR 0.3 MILE TO AZIMUTH
 MB2786'MARK 85 001 1 P CO IN THE ROADWAY.
 MB2786'
 MB2786'STATION MARK, STAMPED---85-001-2 1977---, IS A PORTAGE COUNTY
 MB2786'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2786'POST THAT IS ABOUT 11 INCHES BELOW THE SURFACE OF THE
 MB2786'ROAD.  IT IS 129.0 FEET NORTHWEST OF POWER POLE NUMBER 678876,
 MB2786'73.5 FEET NORTHEAST OF POWER POLE NUMBER 678875, AND 19.6 FEET
 MB2786'SOUTH OF A 14-INCH BUCKEYE TREE.
 MB2786'
 MB2786'AZIMUTH MARK 83 001 1 P CO IS A 1/2-INCH RE-BAR 4 INCHES
 MB2786'BELOW THE ROAD SURFACE AND IN THE CENTERLINE OF CRACKEL
 MB2786'ROAD.  IT IS THE NORTHWEST CORNER OF MANTUA TOWNSHIP,
 MB2786'55.23 FEET SOUTHWEST
 MB2786'OF A BRIDGE SPIKE IN THE SOUTH SIDE OF A 10-INCH ASH TREE,
 MB2786'25.0 FEET SOUTH OF A 1/2-INCH IRON ROD, 25.0 FEET NORTH OF A
 MB2786'1/2-INCH IRON ROD, AND 22.01 FEET SOUTHEAST OF A BRIDGE SPIKE
 MB2786'IN THE EAST SIDE OF AN 8-INCH ASH TREE.
 MB2786'
 MB2786'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2786'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2786'STATION 85 001 3 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2786'
 MB2786'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2785 ***********************************************************************
 MB2785  DESIGNATION -  85 001 3 P CO
 MB2785  PID         -  MB2785
 MB2785  STATE/COUNTY-  OH/PORTAGE
 MB2785  USGS QUAD   -  AURORA (1964)
 MB2785
 MB2785                         *CURRENT SURVEY CONTROL
 MB2785  ___________________________________________________________________
 MB2785* NAD 83(1995)-  41 20 50.63263(N)    081 17 21.02561(W)     ADJUSTED  
 MB2785* NAVD 88     -       353.2    (meters)    1159.     (feet)  VERTCON   
 MB2785  ___________________________________________________________________
 MB2785  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 MB2785  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2785
 MB2785  HORZ ORDER  -  SECOND
 MB2785
 MB2785.The horizontal coordinates were established by classical geodetic methods
 MB2785.and adjusted by the National Geodetic Survey in April 1998..
 MB2785
 MB2785.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2785
 MB2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2785
 MB2785.The geoid height was determined by GEOID03.
 MB2785
 MB2785;                    North         East     Units Scale Factor Converg.
 MB2785;SPC OH N     -   187,343.326   701,328.103   MT  0.99995103   +0 47 43.6
 MB2785;UTM  17      - 4,577,363.027   475,808.170   MT  0.99960720   -0 11 27.7
 MB2785
 MB2785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2785!SPC OH N     -   0.99994989  x   0.99995103  =   0.99990092
 MB2785!UTM  17      -   0.99994989  x   0.99960720  =   0.99955711
 MB2785
 MB2785|---------------------------------------------------------------------|
 MB2785| PID    Reference Object                     Distance      Geod. Az  |
 MB2785|                                                           dddmmss.s |
 MB2785| MB2786 85 001 2 P CO                       349.380 METERS 26913     |
 MB2785|---------------------------------------------------------------------|
 MB2785
 MB2785                          SUPERSEDED SURVEY CONTROL
 MB2785
 MB2785  NAD 83(1986)-  41 20 50.64159(N)    081 17 21.02450(W) AD(       ) 2
 MB2785  NAD 27      -  41 20 50.44352(N)    081 17 21.64985(W) AD(       ) 2
 MB2785  NGVD 29 (07/19/86)  353.4    (m)         1159.     (f) VERT ANG       
 MB2785
 MB2785.Superseded values are not recommended for survey control.
 MB2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2785.See file dsdata.txt to determine how the superseded data were derived.
 MB2785
 MB2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7580877363(NAD 83)
 MB2785_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2785+STABILITY: SURFACE MOTION
 MB2785
 MB2785  HISTORY     - Date     Condition        Report By
 MB2785  HISTORY     - 1977     MONUMENTED       OH-133
 MB2785
 MB2785                          STATION DESCRIPTION
 MB2785
 MB2785'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2785'THE STATION IS ABOUT 12 MILES SOUTHWEST OF BURTON, 4-1/2 MILES
 MB2785'NORTHWEST OF MANTUA CORNERS, 3-3/4 MILES NORTHEAST OF AURORA,
 MB2785'AND ON THE RIGHT-OF-WAY OF CRACKEL ROAD, TOWNSHIP HIGHWAY 269.
 MB2785'
 MB2785'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2785'AND 82 AT MANTUA CORNERS, GO WEST FOR 3.1 MILES ON STATE ROUTE
 MB2785'82 TO THE INTERSECTION OF CHAMBERLAIN ROAD, COUNTY HIGHWAY 265.
 MB2785'TURN RIGHT AND GO NORTH ON CHAMBERLAIN ROAD FOR 2.65 MILES TO
 MB2785'THE T-INTERSECTION OF CRACKEL ROAD.  TURN
 MB2785'LEFT AND GO WEST FOR 0.45 MILE TO THE STATION IN THE CENTER OF
 MB2785'CRACKEL ROAD.
 MB2785'
 MB2785'STATION MARK, STAMPED---85-001-3 1977---, IS A PORTAGE COUNTY
 MB2785'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2785'POST THAT IS ABOUT 11 INCHES BELOW THE SURFACE OF
 MB2785'CRACKEL ROAD.  IT IS 47.4 FEET SOUTHEAST OF AN 18-INCH MAPLE
 MB2785'TREE, 16.4 FEET NORTHEAST OF A 16-INCH BUCKEYE TREE, AND 17.0
 MB2785'FEET NORTHWEST OF AN 18-INCH BUCKEYE TREE.
 MB2785'
 MB2785'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2785'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2785'STATIONS 85 002 1 P CO AND 85 001 2 P CO CAN BE USED AS
 MB2785'AZIMUTH MARKS.
 MB2785'
 MB2785'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2823 ***********************************************************************
 MB2823  DESIGNATION -  85 002 1 P CO
 MB2823  PID         -  MB2823
 MB2823  STATE/COUNTY-  OH/PORTAGE
 MB2823  USGS QUAD   -  AURORA (1964)
 MB2823
 MB2823                         *CURRENT SURVEY CONTROL
 MB2823  ___________________________________________________________________
 MB2823* NAD 83(1995)-  41 20 50.72998(N)    081 16 50.53931(W)     ADJUSTED  
 MB2823* NAVD 88     -       371.7    (meters)    1219.     (feet)  VERTCON   
 MB2823  ___________________________________________________________________
 MB2823  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 MB2823  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2823
 MB2823  HORZ ORDER  -  SECOND
 MB2823
 MB2823.The horizontal coordinates were established by classical geodetic methods
 MB2823.and adjusted by the National Geodetic Survey in April 1998..
 MB2823
 MB2823.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2823
 MB2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2823
 MB2823.The geoid height was determined by GEOID03.
 MB2823
 MB2823;                    North         East     Units Scale Factor Converg.
 MB2823;SPC OH N     -   187,356.202   702,036.696   MT  0.99995103   +0 48 03.7
 MB2823;UTM  17      - 4,577,363.701   476,516.635   MT  0.99960679   -0 11 07.6
 MB2823
 MB2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2823!SPC OH N     -   0.99994699  x   0.99995103  =   0.99989802
 MB2823!UTM  17      -   0.99994699  x   0.99960679  =   0.99955380
 MB2823
 MB2823:                Primary Azimuth Mark                     Grid Az
 MB2823:SPC OH N     -  85 001 3 P CO                            268 57 32.3
 MB2823:UTM  17      -  85 001 3 P CO                            269 56 43.6
 MB2823
 MB2823|---------------------------------------------------------------------|
 MB2823| PID    Reference Object                     Distance      Geod. Az  |
 MB2823|                                                           dddmmss.s |
 MB2823| MB2785 85 001 3 P CO                       APPROX. 0.7 KM 2694536.0 |
 MB2823|---------------------------------------------------------------------|
 MB2823
 MB2823                          SUPERSEDED SURVEY CONTROL
 MB2823
 MB2823  NAD 83(1986)-  41 20 50.73890(N)    081 16 50.53819(W) AD(       ) 2
 MB2823  NAD 27      -  41 20 50.54070(N)    081 16 51.16454(W) AD(       ) 2
 MB2823  NGVD 29 (07/19/86)  371.9    (m)         1220.     (f) VERT ANG       
 MB2823
 MB2823.Superseded values are not recommended for survey control.
 MB2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2823.See file dsdata.txt to determine how the superseded data were derived.
 MB2823
 MB2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7651777364(NAD 83)
 MB2823_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2823+STABILITY: SURFACE MOTION
 MB2823
 MB2823  HISTORY     - Date     Condition        Report By
 MB2823  HISTORY     - 1977     MONUMENTED       OH-133
 MB2823
 MB2823                          STATION DESCRIPTION
 MB2823
 MB2823'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2823'THE STATION IS ABOUT 11-3/4 MILES SOUTHWEST OF BURTON, 4-1/2
 MB2823'MILES NORTHEAST OF AURORA, 4 MILES NORTHWEST OF MANTUA CORNERS,
 MB2823'AND ON THE RIGHT-OF-WAY OF
 MB2823'CHAMBERLAIN ROAD, COUNTY HIGHWAY 265.
 MB2823'
 MB2823'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2823'AND 82 AT MANTUA CORNERS, GO WEST FOR 3.1 MILES ON STATE ROUTE
 MB2823'82 TO THE INTERSECTION OF CHAMBERLAIN ROAD.  TURN RIGHT AND GO
 MB2823'NORTH ON CHAMBERLAIN ROAD FOR 2.65 MILES TO THE T-INTERSECTION OF
 MB2823'CRACKEL ROAD AND THE STATION ON THE RIGHT IN
 MB2823'THE EDGE OF THE PAVEMENT.
 MB2823'
 MB2823'STATION MARKS, STAMPED---85-002-1 1977---, ARE PORTAGE COUNTY
 MB2823'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2823'CYLINDRICAL CONCRETE POST THAT IS 3 INCHES BELOW THE
 MB2823'SURFACE OF CHAMBERLAIN ROAD.  IT IS 138.62 FEET SOUTHEAST OF
 MB2823'THE SOUTHEAST CORNER OF A ONE STORY FRAME HOUSE, ADDRESS NUMBER
 MB2823'19192, 37.65 FEET NORTHEAST OF A BRIDGE SPIKE IN THE
 MB2823'NORTHWEST SIDE OF A 20-INCH MAPLE TREE, 34.4 FEET SOUTHEAST
 MB2823'OF TELEPHONE AND POWER POLE NUMBER AB-22 AND 17 K 18, 22.0
 MB2823'FEET NORTHWEST OF A NAIL IN THE NORTH SIDE OF A 4-INCH
 MB2823'MAPLE TREE, 7.9 FEET EAST OF THE CENTERLINE OF CHAMBERLAIN
 MB2823'ROAD, AND 3 FEET WEST OF THE EAST EDGE OF THE PAVEMENT OF
 MB2823'CHAMBERLAIN ROAD.  THE UNDERGROUND DISK IS SET IN AN
 MB2823'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2823'GROUND SURFACE.
 MB2823'
 MB2823'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2823'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2823'STATION 85 001 3 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2823'
 MB2823'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2769 ***********************************************************************
 MB2769  DESIGNATION -  85 003 1 P CO
 MB2769  PID         -  MB2769
 MB2769  STATE/COUNTY-  OH/PORTAGE
 MB2769  USGS QUAD   -  AURORA (1964)
 MB2769
 MB2769                         *CURRENT SURVEY CONTROL
 MB2769  ___________________________________________________________________
 MB2769* NAD 83(1995)-  41 20 15.72120(N)    081 15 05.57323(W)     ADJUSTED  
 MB2769* NAVD 88     -       356.1    (meters)    1168.     (feet)  VERTCON   
 MB2769  ___________________________________________________________________
 MB2769  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 MB2769  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2769
 MB2769  HORZ ORDER  -  SECOND
 MB2769
 MB2769.The horizontal coordinates were established by classical geodetic methods
 MB2769.and adjusted by the National Geodetic Survey in April 1998..
 MB2769
 MB2769.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2769
 MB2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2769
 MB2769.The geoid height was determined by GEOID03.
 MB2769
 MB2769;                    North         East     Units Scale Factor Converg.
 MB2769;SPC OH N     -   186,310.861   704,492.014   MT  0.99995022   +0 49 12.6
 MB2769;UTM  17      - 4,576,276.621   478,952.755   MT  0.99960545   -0 09 58.1
 MB2769
 MB2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2769!SPC OH N     -   0.99994943  x   0.99995022  =   0.99989965
 MB2769!UTM  17      -   0.99994943  x   0.99960545  =   0.99955490
 MB2769
 MB2769|---------------------------------------------------------------------|
 MB2769| PID    Reference Object                     Distance      Geod. Az  |
 MB2769|                                                           dddmmss.s |
 MB2769| MB2292 85 003 2 P CO                       182.597 METERS 05632     |
 MB2769| MB2772 85 015 1 P CO                       APPROX. 1.9 KM 2064108.4 |
 MB2769|---------------------------------------------------------------------|
 MB2769
 MB2769                          SUPERSEDED SURVEY CONTROL
 MB2769
 MB2769  NAD 83(1986)-  41 20 15.72992(N)    081 15 05.57215(W) AD(       ) 2
 MB2769  NAD 27      -  41 20 15.53094(N)    081 15 06.20215(W) AD(       ) 2
 MB2769  NGVD 29 (07/19/86)  356.3    (m)         1169.     (f) VERT ANG       
 MB2769
 MB2769.Superseded values are not recommended for survey control.
 MB2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2769.See file dsdata.txt to determine how the superseded data were derived.
 MB2769
 MB2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7895376277(NAD 83)
 MB2769_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2769+STABILITY: SURFACE MOTION
 MB2769
 MB2769  HISTORY     - Date     Condition        Report By
 MB2769  HISTORY     - 1977     MONUMENTED       OH-133
 MB2769
 MB2769                          STATION DESCRIPTION
 MB2769
 MB2769'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2769'THE STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF BAINBRIDGE, 5-1/2
 MB2769'MILES NORTHEAST OF AURORA, 2-1/2 MILES NORTHWEST OF MANTUA
 MB2769'CORNERS, AND ON THE RIGHT-OF-WAY OF WINCHELL ROAD, TOWNSHIP
 MB2769'HIGHWAY 264.
 MB2769'
 MB2769'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2769'AND 82 IN MANTUA CORNERS, GO NORTH ON STATE ROUTE 44 FOR 2.25
 MB2769'MILES TO THE INTERSECTION OF WINCHELL ROAD.
 MB2769'TURN LEFT AND GO WEST ON WINCHELL ROAD FOR 1.25 MILES TO THE
 MB2769'INTERSECTION OF MANTUA CENTER ROAD, TOWNSHIP HIGHWAY 247.
 MB2769'CONTINUE WEST ON WINCHELL ROAD FOR 0.4 MILE TO THE STATION ON THE
 MB2769'RIGHT.
 MB2769'
 MB2769'STATION MARKS, STAMPED---85-003-1 1977---, ARE PORTAGE COUNTY
 MB2769'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2769'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2769'SURFACE.  IT IS 169.5 FEET NORTHWEST OF A 20-INCH ELM TREE,
 MB2769'35.0 FEET NORTHWEST OF A STEEL FENCE POST, 18.4 FEET NORTH OF
 MB2769'THE CENTERLINE OF WINCHELL ROAD, AND 7.5 FEET WEST OF A 46-INCH
 MB2769'MAPLE TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MB2769'OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2769'
 MB2769'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2769'LIGHT ABOVE STATION MARK WAS 2.4 METERS.
 MB2769'STATIONS GEAUGA, 85 003 2 P CO, AND 85 015 1 P CO CAN BE USED
 MB2769'AS AZIMUTH MARKS.
 MB2769'
 MB2769'DESCRIBED BY C.D.TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2292 ***********************************************************************
 MB2292  DESIGNATION -  85 003 2 P CO
 MB2292  PID         -  MB2292
 MB2292  STATE/COUNTY-  OH/PORTAGE
 MB2292  USGS QUAD   -  MANTUA (1994)
 MB2292
 MB2292                         *CURRENT SURVEY CONTROL
 MB2292  ___________________________________________________________________
 MB2292* NAD 83(1995)-  41 20 18.98544(N)    081 14 59.02222(W)     ADJUSTED  
 MB2292* NAVD 88     -       366.4    (meters)    1202.     (feet)  VERTCON   
 MB2292  ___________________________________________________________________
 MB2292  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 MB2292  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2292
 MB2292  HORZ ORDER  -  SECOND
 MB2292
 MB2292.The horizontal coordinates were established by classical geodetic methods
 MB2292.and adjusted by the National Geodetic Survey in April 1998..
 MB2292
 MB2292.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2292
 MB2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2292
 MB2292.The geoid height was determined by GEOID03.
 MB2292
 MB2292;                    North         East     Units Scale Factor Converg.
 MB2292;SPC OH N     -   186,413.729   704,642.867   MT  0.99995029   +0 49 16.9
 MB2292;UTM  17      - 4,576,376.843   479,105.303   MT  0.99960537   -0 09 53.8
 MB2292
 MB2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2292!SPC OH N     -   0.99994781  x   0.99995029  =   0.99989811
 MB2292!UTM  17      -   0.99994781  x   0.99960537  =   0.99955320
 MB2292
 MB2292:                Primary Azimuth Mark                     Grid Az
 MB2292:SPC OH N     -  85 004 2 P CO                            028 07 43.6
 MB2292:UTM  17      -  85 004 2 P CO                            029 06 54.3
 MB2292
 MB2292|---------------------------------------------------------------------|
 MB2292| PID    Reference Object                     Distance      Geod. Az  |
 MB2292|                                                           dddmmss.s |
 MB2292| MB2290 85 004 2 P CO                       APPROX. 0.8 KM 0285700.5 |
 MB2292| MB2769 85 003 1 P CO                       182.597 METERS 23632     |
 MB2292|---------------------------------------------------------------------|
 MB2292
 MB2292                          SUPERSEDED SURVEY CONTROL
 MB2292
 MB2292  NAD 83(1986)-  41 20 18.99417(N)    081 14 59.02112(W) AD(       ) 2
 MB2292  NAD 27      -  41 20 18.79519(N)    081 14 59.65132(W) AD(       ) 2
 MB2292  NGVD 29 (07/19/86)  366.6    (m)         1203.     (f) VERT ANG       
 MB2292
 MB2292.Superseded values are not recommended for survey control.
 MB2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2292.See file dsdata.txt to determine how the superseded data were derived.
 MB2292
 MB2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7910576377(NAD 83)
 MB2292_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2292+STABILITY: SURFACE MOTION
 MB2292
 MB2292  HISTORY     - Date     Condition        Report By
 MB2292  HISTORY     - 1977     MONUMENTED       OH-133
 MB2292
 MB2292                          STATION DESCRIPTION
 MB2292
 MB2292'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2292'THE STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF BAINBRIDGE, 5-1/2
 MB2292'MILES NORTHEAST OF AURORA, 2-1/2 MILES NORTHWEST OF MANTUA
 MB2292'CORNERS, AND ON THE RIGHT-OF-WAY OF WINCHELL ROAD, TOWNSHIP
 MB2292'HIGHWAY 264.
 MB2292'
 MB2292'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2292'AND 82 IN MANTUA CORNERS, GO NORTH ON STATE ROUTE 44 FOR 2.25
 MB2292'MILES TO THE INTERSECTION OF WINCHELL ROAD.
 MB2292'TURN LEFT AND GO WEST ON WINCHELL ROAD FOR 1.25 MILES TO THE
 MB2292'INTERSECTION OF MANTUA CENTER ROAD, TOWNSHIP
 MB2292'HIGHWAY 247.
 MB2292'CONTINUE WEST ON WINCHELL ROAD FOR 0.3 MILE TO THE STATION ON
 MB2292'THE LEFT.
 MB2292'
 MB2292'STATION MARK, STAMPED---85-003-2 1977---, IS A PORTAGE COUNTY
 MB2292'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2292'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 62.8 FEET
 MB2292'NORTHEAST OF A 14-INCH WILD CHERRY TREE, 39.5 FEET NORTH OF A
 MB2292'14-INCH WILD CHERRY TREE, 29.6 FEET NORTHWEST OF A 10-INCH
 MB2292'WILD CHERRY TREE, AND 13.0 FEET SOUTH OF THE CENTERLINE OF
 MB2292'WINCHELL ROAD.
 MB2292'
 MB2292'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2292'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2292'STATIONS 85 003 1 P CO AND 85 004 2 P CO CAN BE USED AS
 MB2292'AZIMUTH MARKS.
 MB2292'
 MB2292'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2286 ***********************************************************************
 MB2286  DESIGNATION -  85 004 1 P CO
 MB2286  PID         -  MB2286
 MB2286  STATE/COUNTY-  OH/PORTAGE
 MB2286  USGS QUAD   -  MANTUA (1994)
 MB2286
 MB2286                         *CURRENT SURVEY CONTROL
 MB2286  ___________________________________________________________________
 MB2286* NAD 83(1995)-  41 20 32.84401(N)    081 14 12.52759(W)     ADJUSTED  
 MB2286* NAVD 88     -       349.7    (meters)    1147.     (feet)  VERTCON   
 MB2286  ___________________________________________________________________
 MB2286  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 MB2286  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2286
 MB2286  HORZ ORDER  -  SECOND
 MB2286
 MB2286.The horizontal coordinates were established by classical geodetic methods
 MB2286.and adjusted by the National Geodetic Survey in April 1998..
 MB2286
 MB2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2286
 MB2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2286
 MB2286.The geoid height was determined by GEOID03.
 MB2286
 MB2286;                    North         East     Units Scale Factor Converg.
 MB2286;SPC OH N     -   186,856.778   705,717.549   MT  0.99995061   +0 49 47.5
 MB2286;UTM  17      - 4,576,801.181   480,187.079   MT  0.99960483   -0 09 23.1
 MB2286
 MB2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2286!SPC OH N     -   0.99995043  x   0.99995061  =   0.99990105
 MB2286!UTM  17      -   0.99995043  x   0.99960483  =   0.99955528
 MB2286
 MB2286:                Primary Azimuth Mark                     Grid Az
 MB2286:SPC OH N     -  85 004 3 P CO                            078 58 46.7
 MB2286:UTM  17      -  85 004 3 P CO                            079 57 57.3
 MB2286
 MB2286|---------------------------------------------------------------------|
 MB2286| PID    Reference Object                     Distance      Geod. Az  |
 MB2286|                                                           dddmmss.s |
 MB2286| MB2283 85 004 3 P CO                       APPROX. 0.7 KM 0794834.2 |
 MB2286|---------------------------------------------------------------------|
 MB2286
 MB2286                          SUPERSEDED SURVEY CONTROL
 MB2286
 MB2286  NAD 83(1986)-  41 20 32.85267(N)    081 14 12.52646(W) AD(       ) 2
 MB2286  NAD 27      -  41 20 32.65368(N)    081 14 13.15808(W) AD(       ) 2
 MB2286  NGVD 29 (07/19/86)  349.9    (m)         1148.     (f) VERT ANG       
 MB2286
 MB2286.Superseded values are not recommended for survey control.
 MB2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2286.See file dsdata.txt to determine how the superseded data were derived.
 MB2286
 MB2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8018776801(NAD 83)
 MB2286_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2286+STABILITY: SURFACE MOTION
 MB2286
 MB2286  HISTORY     - Date     Condition        Report By
 MB2286  HISTORY     - 1977     MONUMENTED       OH-133
 MB2286
 MB2286                          STATION DESCRIPTION
 MB2286
 MB2286'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2286'THE STATION IS ABOUT 10-1/2 MILES SOUTHWEST OF BURTON, 6-1/4
 MB2286'MILES NORTHWEST OF AURORA, 2-1/2 MILES NORTH-NORTHWEST OF
 MB2286'MANTUA CORNERS, AND ON THE RIGHT-OF-WAY OF WINCHELL ROAD,
 MB2286'TOWNSHIP HIGHWAY 264.
 MB2286'
 MB2286'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2286'AND 82 IN MANTUA CORNERS, GO NORTH ON STATE ROUTE 44 FOR 2.25
 MB2286'MILES TO THE INTERSECTION OF WINCHELL ROAD.
 MB2286'TURN LEFT AND GO WEST ON WINCHELL ROAD FOR 0.35 MILE TO AZIMUTH
 MB2286'MARK 85 004 3 P CO ON THE RIGHT.  CONTINUE WEST ON WINCHELL
 MB2286'ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 MB2286'
 MB2286'STATION MARKS, STAMPED---85-004-1 1977---, ARE PORTAGE COUNTY
 MB2286'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2286'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2286'SURFACE.  IT IS 197.5 FEET NORTHWEST OF A SMALL BLUE SPRUCE
 MB2286'TREE, 189.4 FEET NORTHEAST OF A TELEPHONE AND POWER POLE, 73.7
 MB2286'FEET NORTHWEST OF TELEPHONE AND POWER POLE NUMBER MH-1232, AND
 MB2286'14.0 FEET NORTH OF THE CENTERLINE OF WINCHELL ROAD.  THE
 MB2286'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 MB2286'42 INCHES BELOW THE GROUND SURFACE.
 MB2286'
 MB2286'AZIMUTH MARK 85 004 3 P CO, STAMPED---85-004-3 1977---, IS A
 MB2286'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2286'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2286'SURFACE.  IT IS 105.4 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 MB2286'OF A HOUSE, ADDRESS NUMBER 4539, 66.2 FEET NORTH OF THE
 MB2286'NORTHWEST CORNER OF A HOUSE, ADDRESS NUMBER 4540, 56.0 FEET
 MB2286'NORTHWEST OF A 12-INCH MAPLE TREE, 46.8 FEET WEST OF POWER POLE
 MB2286'NUMBER MU 1147, AND 13.5 FEET NORTH OF THE CENTERLINE OF
 MB2286'WINCHELL ROAD.
 MB2286'
 MB2286'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2286'LIGHT ABOVE STATION MARK WAS 4.6 METERS.
 MB2286'STATION 85 004 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2286'
 MB2286'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2290 ***********************************************************************
 MB2290  DESIGNATION -  85 004 2 P CO
 MB2290  PID         -  MB2290
 MB2290  STATE/COUNTY-  OH/PORTAGE
 MB2290  USGS QUAD   -  MANTUA (1994)
 MB2290
 MB2290                         *CURRENT SURVEY CONTROL
 MB2290  ___________________________________________________________________
 MB2290* NAD 83(1995)-  41 20 40.30580(N)    081 14 43.37208(W)     ADJUSTED  
 MB2290* NAVD 88     -       352.0    (meters)    1155.     (feet)  VERTCON   
 MB2290  ___________________________________________________________________
 MB2290  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 MB2290  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2290
 MB2290  HORZ ORDER  -  SECOND
 MB2290
 MB2290.The horizontal coordinates were established by classical geodetic methods
 MB2290.and adjusted by the National Geodetic Survey in April 1998..
 MB2290
 MB2290.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2290
 MB2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2290
 MB2290.The geoid height was determined by GEOID03.
 MB2290
 MB2290;                    North         East     Units Scale Factor Converg.
 MB2290;SPC OH N     -   187,076.590   704,997.229   MT  0.99995078   +0 49 27.2
 MB2290;UTM  17      - 4,577,033.279   479,470.897   MT  0.99960519   -0 09 43.5
 MB2290
 MB2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2290!SPC OH N     -   0.99995007  x   0.99995078  =   0.99990086
 MB2290!UTM  17      -   0.99995007  x   0.99960519  =   0.99955528
 MB2290
 MB2290:                Primary Azimuth Mark                     Grid Az
 MB2290:SPC OH N     -  85 003 2 P CO                            208 07 43.7
 MB2290:UTM  17      -  85 003 2 P CO                            209 06 54.4
 MB2290
 MB2290|---------------------------------------------------------------------|
 MB2290| PID    Reference Object                     Distance      Geod. Az  |
 MB2290|                                                           dddmmss.s |
 MB2290| MB2292 85 003 2 P CO                       APPROX. 0.8 KM 2085710.9 |
 MB2290|---------------------------------------------------------------------|
 MB2290
 MB2290                          SUPERSEDED SURVEY CONTROL
 MB2290
 MB2290  NAD 83(1986)-  41 20 40.31451(N)    081 14 43.37093(W) AD(       ) 2
 MB2290  NAD 27      -  41 20 40.11571(N)    081 14 44.00150(W) AD(       ) 2
 MB2290  NGVD 29 (07/19/86)  352.2    (m)         1156.     (f) VERT ANG       
 MB2290
 MB2290.Superseded values are not recommended for survey control.
 MB2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2290.See file dsdata.txt to determine how the superseded data were derived.
 MB2290
 MB2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7947177033(NAD 83)
 MB2290_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2290+STABILITY: SURFACE MOTION
 MB2290
 MB2290  HISTORY     - Date     Condition        Report By
 MB2290  HISTORY     - 1977     MONUMENTED       OH-133
 MB2290
 MB2290                          STATION DESCRIPTION
 MB2290
 MB2290'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2290'THE STATION IS ABOUT 10-1/2 MILES SOUTHWEST OF BURTON, 6-1/4
 MB2290'MILES NORTHWEST OF AURORA, 2-1/2 MILES NORTH-NORTHWEST OF
 MB2290'MANTUA CORNERS, AND ON THE RIGHT-OF-WAY OF MANTUA CENTER ROAD,
 MB2290'TOWNSHIP HIGHWAY 247.
 MB2290'
 MB2290'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2290'AND 82 IN MANTUA CORNERS, GO NORTH ON STATE ROUTE 44 FOR 2.25
 MB2290'MILES TO THE INTERSECTION OF WINCHELL ROAD,
 MB2290'TOWNSHIP HIGHWAY 264.  TURN LEFT AND GO WEST ON WINCHELL ROAD
 MB2290'FOR 1.25 MILES TO THE INTERSECTION OF MANTUA
 MB2290'CENTER ROAD.  TURN RIGHT AND GO NORTH ON MANTUA CENTER ROAD
 MB2290'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 MB2290'
 MB2290'STATION MARK, STAMPED---85-004-2 1977---, IS A PORTAGE COUNTY
 MB2290'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2290'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 182.0 FEET
 MB2290'NORTH OF A POWER POLE, 141.4 FEET SOUTH OF POWER POLE NUMBER
 MB2290'1239, 57.3 FEET SOUTHEAST OF A 24-INCH MAPLE TREE, AND 17.5
 MB2290'FEET EAST OF THE CENTERLINE OF MANTUA CENTER ROAD.
 MB2290'
 MB2290'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2290'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2290'STATIONS 85 003 2 P CO AND 85 004 1 P CO CAN BE USED AS
 MB2290'AZIMUTH MARKS.
 MB2290'
 MB2290'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2283 ***********************************************************************
 MB2283  DESIGNATION -  85 004 3 P CO
 MB2283  PID         -  MB2283
 MB2283  STATE/COUNTY-  OH/PORTAGE
 MB2283  USGS QUAD   -  MANTUA (1994)
 MB2283
 MB2283                         *CURRENT SURVEY CONTROL
 MB2283  ___________________________________________________________________
 MB2283* NAD 83(1995)-  41 20 37.04458(N)    081 13 41.51105(W)     ADJUSTED  
 MB2283* NAVD 88     -       352.     (meters)    1155.     (feet)  VERTCON   
 MB2283  ___________________________________________________________________
 MB2283  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 MB2283  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2283
 MB2283  HORZ ORDER  -  SECOND
 MB2283
 MB2283.The horizontal coordinates were established by classical geodetic methods
 MB2283.and adjusted by the National Geodetic Survey in April 1998..
 MB2283
 MB2283.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2283
 MB2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2283
 MB2283.The geoid height was determined by GEOID03.
 MB2283
 MB2283;                    North         East     Units Scale Factor Converg.
 MB2283;SPC OH N     -   186,996.825   706,436.667   MT  0.99995071   +0 50 07.8
 MB2283;UTM  17      - 4,576,928.785   480,908.252   MT  0.99960449   -0 09 02.7
 MB2283
 MB2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2283!SPC OH N     -   0.99995010  x   0.99995071  =   0.99990082
 MB2283!UTM  17      -   0.99995010  x   0.99960449  =   0.99955461
 MB2283
 MB2283                          SUPERSEDED SURVEY CONTROL
 MB2283
 MB2283  NAD 83(1986)-  41 20 37.05319(N)    081 13 41.50991(W) AD(       ) 2
 MB2283  NAD 27      -  41 20 36.85412(N)    081 13 42.14251(W) AD(       ) 2
 MB2283  NGVD 29 (07/19/86)  352.     (m)         1155.     (f) VERT ANG       
 MB2283
 MB2283.Superseded values are not recommended for survey control.
 MB2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2283.See file dsdata.txt to determine how the superseded data were derived.
 MB2283
 MB2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8090876929(NAD 83)
 MB2283_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2283+STABILITY: SURFACE MOTION
 MB2283
 MB2283  HISTORY     - Date     Condition        Report By
 MB2283  HISTORY     - 1977     MONUMENTED       OH-133
 MB2283
 MB2283                          STATION DESCRIPTION
 MB2283
 MB2283'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2283'THE STATION IS ABOUT 10-1/2 MILES SOUTHWEST OF BURTON, 6-1/4
 MB2283'MILES NORTHWEST OF AURORA, 2-1/2 MILES NORTH-NORTHWEST OF
 MB2283'MANTUA CORNERS, AND ON THE RIGHT-OF-WAY OF WINCHELL ROAD,
 MB2283'TOWNSHIP HIGHWAY 264.
 MB2283'
 MB2283'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2283'AND 82 IN MANTUA CORNERS, GO NORTH ON STATE ROUTE 44 FOR 2.25
 MB2283'MILES TO THE INTERSECTION OF WINCHELL ROAD.
 MB2283'TURN LEFT AND GO WEST ON WINCHELL ROAD FOR 0.35 MILE TO THE
 MB2283'STATION ON THE RIGHT.
 MB2283'
 MB2283'STATION MARK STAMPED---85-004-3 1977---, IS A PORTAGE COUNTY
 MB2283'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2283'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 105.4 FEET
 MB2283'SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE, ADDRESS NUMBER
 MB2283'4539, 66.2 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE,
 MB2283'ADDRESS NUMBER 4540, 56.0 FEET NORTHWEST OF A 12-INCH MAPLE
 MB2283'TREE, 46.8 FEET WEST OF POWER POLE NUMBER MU 1147, AND 13.5
 MB2283'FEET NORTH OF THE CENTERLINE OF WINCHELL ROAD.
 MB2283'
 MB2283'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2283'LIGHT ABOVE STATION MARK WAS 1.3 METERS.
 MB2283'STATION 85 004 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2283'
 MB2283'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2268 ***********************************************************************
 MB2268  DESIGNATION -  85 006 1 P CO
 MB2268  PID         -  MB2268
 MB2268  STATE/COUNTY-  OH/PORTAGE
 MB2268  USGS QUAD   -  MANTUA (1994)
 MB2268
 MB2268                         *CURRENT SURVEY CONTROL
 MB2268  ___________________________________________________________________
 MB2268* NAD 83(1995)-  41 20 41.75144(N)    081 11 49.46493(W)     ADJUSTED  
 MB2268* NAVD 88     -       345.9    (meters)    1135.     (feet)  VERTCON   
 MB2268  ___________________________________________________________________
 MB2268  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 MB2268  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2268
 MB2268  HORZ ORDER  -  SECOND
 MB2268
 MB2268.The horizontal coordinates were established by classical geodetic methods
 MB2268.and adjusted by the National Geodetic Survey in April 1998..
 MB2268
 MB2268.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2268
 MB2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2268
 MB2268.The geoid height was determined by GEOID03.
 MB2268
 MB2268;                    North         East     Units Scale Factor Converg.
 MB2268;SPC OH N     -   187,180.457   709,039.056   MT  0.99995082   +0 51 21.4
 MB2268;UTM  17      - 4,577,067.551   483,512.512   MT  0.99960335   -0 07 48.7
 MB2268
 MB2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2268!SPC OH N     -   0.99995103  x   0.99995082  =   0.99990185
 MB2268!UTM  17      -   0.99995103  x   0.99960335  =   0.99955440
 MB2268
 MB2268:                Primary Azimuth Mark                     Grid Az
 MB2268:SPC OH N     -  75 001 1 P CO                            057 47 42.5
 MB2268:UTM  17      -  75 001 1 P CO                            058 46 52.6
 MB2268
 MB2268|---------------------------------------------------------------------|
 MB2268| PID    Reference Object                     Distance      Geod. Az  |
 MB2268|                                                           dddmmss.s |
 MB2268| MB2259 75 001 1 P CO                       APPROX. 0.6 KM 0583903.9 |
 MB2268| MB2269 85 006 2 P CO                       429.799 METERS 1931127.2 |
 MB2268|---------------------------------------------------------------------|
 MB2268
 MB2268                          SUPERSEDED SURVEY CONTROL
 MB2268
 MB2268  NAD 83(1986)-  41 20 41.75984(N)    081 11 49.46369(W) AD(       ) 2
 MB2268  NAD 27      -  41 20 41.56099(N)    081 11 50.10111(W) AD(       ) 2
 MB2268  NGVD 29 (07/19/86)  346.1    (m)         1135.     (f) VERT ANG       
 MB2268
 MB2268.Superseded values are not recommended for survey control.
 MB2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2268.See file dsdata.txt to determine how the superseded data were derived.
 MB2268
 MB2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8351377068(NAD 83)
 MB2268_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2268+STABILITY: SURFACE MOTION
 MB2268
 MB2268  HISTORY     - Date     Condition        Report By
 MB2268  HISTORY     - 1977     MONUMENTED       OH-133
 MB2268
 MB2268                          STATION DESCRIPTION
 MB2268
 MB2268'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2268'THE STATION IS ABOUT 9-1/4 MILES SOUTHWEST OF BURTON, 3-3/4
 MB2268'MILES NORTHWEST OF HIRAM, 2-3/4 MILES NORTHEAST OF MANTUA
 MB2268'CORNERS, AND ON THE RIGHT-OF-WAY OF SHELDON ROAD, COUNTY HIGHWAY
 MB2268'273.
 MB2268'
 MB2268'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2268'AND 82 IN MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR
 MB2268'1.0 MILE TO THE INTERSECTION OF
 MB2268'SHELDON ROAD.  TURN LEFT AND GO NORTH ON SHELDON ROAD FOR 2.4
 MB2268'MILES TO THE INTERSECTION OF WINCHELL ROAD, COUNTY HIGHWAY 264.
 MB2268'CONTINUE NORTH ON SHELDON ROAD FOR 0.1 MILE TO THE STATION ON
 MB2268'THE RIGHT.
 MB2268'
 MB2268'STATION MARK, STAMPED---85-006-1 1977---, IS A PORTAGE
 MB2268'COUNTY BRASS
 MB2268'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT
 MB2268'IS FLUSH WITH THE GROUND SURFACE.  IT IS 119.0 FEET SOUTHWEST
 MB2268'OF POWER POLE NUMBER MU946, 59.4 FEET SOUTHEAST OF A BRIDGE
 MB2268'SPIKE IN THE EAST SIDE OF A 24-INCH MAPLE TREE, 43.4 FEET
 MB2268'NORTHEAST OF A BRIDGE SPIKE IN THE EAST SIDE OF A 30-INCH
 MB2268'WILD CHERRY TREE, AND 10.5 FEET SOUTHEAST OF THE CENTERLINE OF
 MB2268'SHELDON ROAD.
 MB2268'
 MB2268'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2268'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2268'STATIONS 75 001 1 P CO AND 85 006 2 P CO CAN BE USED AS AZIMUTH
 MB2268'MARKS.
 MB2268'
 MB2268'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2269 ***********************************************************************
 MB2269  DESIGNATION -  85 006 2 P CO
 MB2269  PID         -  MB2269
 MB2269  STATE/COUNTY-  OH/PORTAGE
 MB2269  USGS QUAD   -  MANTUA (1994)
 MB2269
 MB2269                         *CURRENT SURVEY CONTROL
 MB2269  ___________________________________________________________________
 MB2269* NAD 83(1995)-  41 20 28.18717(N)    081 11 53.68337(W)     ADJUSTED  
 MB2269* NAVD 88     -       349.7    (meters)    1147.     (feet)  VERTCON   
 MB2269  ___________________________________________________________________
 MB2269  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 MB2269  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2269
 MB2269  HORZ ORDER  -  SECOND
 MB2269
 MB2269.The horizontal coordinates were established by classical geodetic methods
 MB2269.and adjusted by the National Geodetic Survey in April 1998..
 MB2269
 MB2269.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2269
 MB2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2269
 MB2269.The geoid height was determined by GEOID03.
 MB2269
 MB2269;                    North         East     Units Scale Factor Converg.
 MB2269;SPC OH N     -   186,760.601   708,947.244   MT  0.99995050   +0 51 18.7
 MB2269;UTM  17      - 4,576,649.482   483,413.522   MT  0.99960339   -0 07 51.4
 MB2269
 MB2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2269!SPC OH N     -   0.99995043  x   0.99995050  =   0.99990094
 MB2269!UTM  17      -   0.99995043  x   0.99960339  =   0.99955384
 MB2269
 MB2269:                Primary Azimuth Mark                     Grid Az
 MB2269:SPC OH N     -  85 006 1 P CO                            012 20 05.8
 MB2269:UTM  17      -  85 006 1 P CO                            013 19 15.9
 MB2269
 MB2269|---------------------------------------------------------------------|
 MB2269| PID    Reference Object                     Distance      Geod. Az  |
 MB2269|                                                           dddmmss.s |
 MB2269| MB2268 85 006 1 P CO                       429.799 METERS 0131124.5 |
 MB2269| MB2270 85 012 2 P CO                       APPROX. 1.1 KM 1915734.0 |
 MB2269|---------------------------------------------------------------------|
 MB2269
 MB2269                          SUPERSEDED SURVEY CONTROL
 MB2269
 MB2269  NAD 83(1986)-  41 20 28.19557(N)    081 11 53.68216(W) AD(       ) 2
 MB2269  NAD 27      -  41 20 27.99659(N)    081 11 54.31948(W) AD(       ) 2
 MB2269  NGVD 29 (07/19/86)  349.9    (m)         1148.     (f) VERT ANG       
 MB2269
 MB2269.Superseded values are not recommended for survey control.
 MB2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2269.See file dsdata.txt to determine how the superseded data were derived.
 MB2269
 MB2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8341476649(NAD 83)
 MB2269_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2269+STABILITY: SURFACE MOTION
 MB2269
 MB2269  HISTORY     - Date     Condition        Report By
 MB2269  HISTORY     - 1977     MONUMENTED       OH-133
 MB2269
 MB2269                          STATION DESCRIPTION
 MB2269
 MB2269'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2269'THE STATION IS ABOUT 9-3/4 MILES SOUTHWEST OF BURTON, 3-3/4
 MB2269'MILES NORTHWEST OF HIRAM, 2-1/4 MILES NORTHEAST OF MANTUA
 MB2269'CORNERS, AND ON THE RIGHT-OF-WAY OF SHELDON ROAD, COUNTY
 MB2269'HIGHWAY 273.
 MB2269'
 MB2269'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2269'AND 82 IN MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR
 MB2269'1.0 MILE TO THE INTERSECTION OF
 MB2269'SHELDON ROAD.  TURN LEFT AND GO NORTH ON SHELDON ROAD FOR 2.2
 MB2269'MILES TO THE STATION ON THE LEFT.
 MB2269'
 MB2269'STATION MARK, STAMPED---85-006-2 1977---, IS A PORTAGE COUNTY
 MB2269'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2269'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 103.5 FEET
 MB2269'NORTHEAST OF TELEPHONE POLE NUMBER 2/42, 53.5 FEET SOUTHWEST
 MB2269'OF A 24-INCH PINE TREE, AND 11.0 FEET NORTHWEST OF THE
 MB2269'CENTERLINE OF SHELDON ROAD.
 MB2269'
 MB2269'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2269'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2269'STATIONS 85 012 2 P CO AND 85 006 1 P CO CAN BE USED AS AZIMUTH
 MB2269'MARKS.
 MB2269'
 MB2269'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2280 ***********************************************************************
 MB2280  DESIGNATION -  85 011 1 P CO
 MB2280  PID         -  MB2280
 MB2280  STATE/COUNTY-  OH/PORTAGE
 MB2280  USGS QUAD   -  MANTUA (1994)
 MB2280
 MB2280                         *CURRENT SURVEY CONTROL
 MB2280  ___________________________________________________________________
 MB2280* NAD 83(1995)-  41 20 11.59836(N)    081 13 17.29712(W)     ADJUSTED  
 MB2280* NAVD 88     -       368.     (meters)    1207.     (feet)  VERTCON   
 MB2280  ___________________________________________________________________
 MB2280  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 MB2280  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2280
 MB2280  HORZ ORDER  -  SECOND
 MB2280
 MB2280.The horizontal coordinates were established by classical geodetic methods
 MB2280.and adjusted by the National Geodetic Survey in April 1998..
 MB2280
 MB2280.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2280
 MB2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2280
 MB2280.The geoid height was determined by GEOID03.
 MB2280
 MB2280;                    North         East     Units Scale Factor Converg.
 MB2280;SPC OH N     -   186,220.159   707,011.038   MT  0.99995012   +0 50 23.7
 MB2280;UTM  17      - 4,576,142.621   481,468.975   MT  0.99960423   -0 08 46.6
 MB2280
 MB2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2280!SPC OH N     -   0.99994759  x   0.99995012  =   0.99989772
 MB2280!UTM  17      -   0.99994759  x   0.99960423  =   0.99955184
 MB2280
 MB2280                          SUPERSEDED SURVEY CONTROL
 MB2280
 MB2280  NAD 83(1986)-  41 20 11.60677(N)    081 13 17.29598(W) AD(       ) 2
 MB2280  NAD 27      -  41 20 11.40782(N)    081 13 17.93061(W) AD(       ) 2
 MB2280  NGVD 29 (07/19/86)  368.     (m)         1207.     (f) VERT ANG       
 MB2280
 MB2280.Superseded values are not recommended for survey control.
 MB2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2280.See file dsdata.txt to determine how the superseded data were derived.
 MB2280
 MB2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8146976143(NAD 83)
 MB2280_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2280+STABILITY: SURFACE MOTION
 MB2280
 MB2280  HISTORY     - Date     Condition        Report By
 MB2280  HISTORY     - 1977     MONUMENTED       OH-133
 MB2280
 MB2280                          STATION DESCRIPTION
 MB2280
 MB2280'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2280'THE STATION IS ABOUT 10-1/2 MILES SOUTHWEST OF BURTON, 7 MILES
 MB2280'NORTHEAST OF AURORA, 1-1/2 MILE NORTH OF MANTUA CORNERS, AND ON
 MB2280'THE RIGHT-OF-WAY OF STATE ROUTE 44.
 MB2280'
 MB2280'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2280'AND 82 IN MANTUA CORNERS, GO NORTH ON STATE ROUTE 44 FOR
 MB2280'1.5 MILES TO THE STATION ON THE RIGHT.
 MB2280'
 MB2280'STATION MARK, STAMPED---85-011-1 1977---, IS A PORTAGE COUNTY
 MB2280'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2280'POST THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 100.0
 MB2280'FEET NORTHEAST OF A 36-INCH MAPLE TREE, 97.3 FEET NORTHWEST OF
 MB2280'A 30-INCH MAPLE TREE, 52.1 FEET SOUTHEAST OF A 24-INCH MAPLE
 MB2280'TREE, 17.7 FEET EAST OF THE CENTERLINE OF STATE ROUTE 44, AND
 MB2280'14.7 FEET WEST OF TELEPHONE POLE NUMBER 33/110.
 MB2280'
 MB2280'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2280'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 85 017 1 P CO
 MB2280'CAN BE USED AS AN AZIMUTH MARK.
 MB2280'
 MB2280'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2272 ***********************************************************************
 MB2272  DESIGNATION -  85 012 1 P CO
 MB2272  PID         -  MB2272
 MB2272  STATE/COUNTY-  OH/PORTAGE
 MB2272  USGS QUAD   -  MANTUA (1994)
 MB2272
 MB2272                         *CURRENT SURVEY CONTROL
 MB2272  ___________________________________________________________________
 MB2272* NAD 83(1995)-  41 19 43.24070(N)    081 12 04.06792(W)     ADJUSTED  
 MB2272* NAVD 88     -       353.2    (meters)    1159.     (feet)  VERTCON   
 MB2272  ___________________________________________________________________
 MB2272  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 MB2272  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2272
 MB2272  HORZ ORDER  -  SECOND
 MB2272
 MB2272.The horizontal coordinates were established by classical geodetic methods
 MB2272.and adjusted by the National Geodetic Survey in April 1998..
 MB2272
 MB2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2272
 MB2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2272
 MB2272.The geoid height was determined by GEOID03.
 MB2272
 MB2272;                    North         East     Units Scale Factor Converg.
 MB2272;SPC OH N     -   185,370.621   708,726.491   MT  0.99994949   +0 51 11.9
 MB2272;UTM  17      - 4,575,263.988   483,168.964   MT  0.99960349   -0 07 58.2
 MB2272
 MB2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2272!SPC OH N     -   0.99994988  x   0.99994949  =   0.99989938
 MB2272!UTM  17      -   0.99994988  x   0.99960349  =   0.99955339
 MB2272
 MB2272|---------------------------------------------------------------------|
 MB2272| PID    Reference Object                     Distance      Geod. Az  |
 MB2272|                                                           dddmmss.s |
 MB2272| MB2270 85 012 2 P CO                       337.654 METERS 00315     |
 MB2272| MB2273 85 018 1 P CO                       APPROX. 0.9 KM 1814546.4 |
 MB2272|---------------------------------------------------------------------|
 MB2272
 MB2272                          SUPERSEDED SURVEY CONTROL
 MB2272
 MB2272  NAD 83(1986)-  41 19 43.24912(N)    081 12 04.06679(W) AD(       ) 2
 MB2272  NAD 27      -  41 19 43.04967(N)    081 12 04.70392(W) AD(       ) 2
 MB2272  NGVD 29 (07/19/86)  353.4    (m)         1159.     (f) VERT ANG       
 MB2272
 MB2272.Superseded values are not recommended for survey control.
 MB2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2272.See file dsdata.txt to determine how the superseded data were derived.
 MB2272
 MB2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8316975264(NAD 83)
 MB2272_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2272+STABILITY: SURFACE MOTION
 MB2272
 MB2272  HISTORY     - Date     Condition        Report By
 MB2272  HISTORY     - 1977     MONUMENTED       OH-133
 MB2272
 MB2272                          STATION DESCRIPTION
 MB2272
 MB2272'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2272'THE STATION IS ABOUT 10-1/2 MILES SOUTHWEST OF BURTON, 3-1/4
 MB2272'MILES NORTHWEST OF HIRAM, 1-1/2 MILES NORTHEAST OF MANTUA
 MB2272'CORNERS, AND ON THE RIGHT-OF-WAY OF SHELDON ROAD, COUNTY
 MB2272'HIGHWAY 273.
 MB2272'
 MB2272'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2272'AND 82 IN MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR
 MB2272'1.0 MILE TO THE INTERSECTION OF
 MB2272'SHELDON ROAD.  TURN LEFT AND GO NORTH ON SHELDON ROAD FOR 0.75
 MB2272'MILE TO AZIMUTH MARK 85 018 1 P CO TO THE RIGHT.  CONTINUE
 MB2272'NORTH ON SHELDON FOR 0.5 MILE TO THE STATION ON THE LEFT.
 MB2272'
 MB2272'STATION MARKS, STAMPED---85-012-1 1977---, ARE PORTAGE COUNTY
 MB2272'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2272'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2272'SURFACE.  IT IS 175.6 FEET NORTH OF TELEPHONE AND POWER POLE
 MB2272'NUMBER MU2286, 147.9 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 MB2272'A GARAGE, 134.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 MB2272'HOUSE, ADDRESS NUMBER 12353, 60.7 FEET SOUTH OF TELEPHONE AND
 MB2272'POWER NUMBER MU2174, AND 21.8 FEET WEST OF THE CENTERLINE
 MB2272'OF SHELDON ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MB2272'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2272'SURFACE.
 MB2272'
 MB2272'AZIMUTH MARK 85 018 1 P CO, STAMPED---85-018-1 1977---, IS A
 MB2272'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2272'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2272'SURFACE.  IT IS 140.3 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 MB2272'A HOUSE, ADDRESS NUMBER 12077, 119.7 FEET NORTHWEST OF THE
 MB2272'NORTHWEST CORNER OF A BARN, 102.7 FEET SOUTHEAST OF A 12-INCH PINE
 MB2272'TREE, 91.4 FEET SOUTH OF A LARGE ROCK, AND 16.5 FEET EAST OF
 MB2272'THE CENTERLINE OF SHELDON ROAD.
 MB2272'
 MB2272'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2272'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2272'STATION 85 012 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2272'
 MB2272'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2270 ***********************************************************************
 MB2270  DESIGNATION -  85 012 2 P CO
 MB2270  PID         -  MB2270
 MB2270  STATE/COUNTY-  OH/PORTAGE
 MB2270  USGS QUAD   -  MANTUA (1994)
 MB2270
 MB2270                         *CURRENT SURVEY CONTROL
 MB2270  ___________________________________________________________________
 MB2270* NAD 83(1995)-  41 19 54.16804(N)    081 12 03.24329(W)     ADJUSTED  
 MB2270* NAVD 88     -       358.1    (meters)    1175.     (feet)  VERTCON   
 MB2270  ___________________________________________________________________
 MB2270  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 MB2270  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2270
 MB2270  HORZ ORDER  -  SECOND
 MB2270
 MB2270.The horizontal coordinates were established by classical geodetic methods
 MB2270.and adjusted by the National Geodetic Survey in April 1998..
 MB2270
 MB2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2270
 MB2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2270
 MB2270.The geoid height was determined by GEOID03.
 MB2270
 MB2270;                    North         East     Units Scale Factor Converg.
 MB2270;SPC OH N     -   185,707.961   708,740.643   MT  0.99994973   +0 51 12.4
 MB2270;UTM  17      - 4,575,600.918   483,188.913   MT  0.99960348   -0 07 57.6
 MB2270
 MB2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2270!SPC OH N     -   0.99994912  x   0.99994973  =   0.99989885
 MB2270!UTM  17      -   0.99994912  x   0.99960348  =   0.99955262
 MB2270
 MB2270|---------------------------------------------------------------------|
 MB2270| PID    Reference Object                     Distance      Geod. Az  |
 MB2270|                                                           dddmmss.s |
 MB2270| MB2272 85 012 1 P CO                       337.654 METERS 18315     |
 MB2270|---------------------------------------------------------------------|
 MB2270
 MB2270                          SUPERSEDED SURVEY CONTROL
 MB2270
 MB2270  NAD 83(1986)-  41 19 54.17646(N)    081 12 03.24214(W) AD(       ) 2
 MB2270  NAD 27      -  41 19 53.97712(N)    081 12 03.87926(W) AD(       ) 2
 MB2270  NGVD 29 (07/19/86)  358.3    (m)         1176.     (f) VERT ANG       
 MB2270
 MB2270.Superseded values are not recommended for survey control.
 MB2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2270.See file dsdata.txt to determine how the superseded data were derived.
 MB2270
 MB2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8318975601(NAD 83)
 MB2270_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2270+STABILITY: SURFACE MOTION
 MB2270
 MB2270  HISTORY     - Date     Condition        Report By
 MB2270  HISTORY     - 1977     MONUMENTED       OH-133
 MB2270
 MB2270                          STATION DESCRIPTION
 MB2270
 MB2270'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2270'THE STATION IS ABOUT 10-1/2 MILES SOUTHWEST OF BURTON, 3-1/2
 MB2270'MILES NORTHWEST OF HIRAM, 1-3/4 MILES NORTHEAST OF MANTUA
 MB2270'CORNERS, AND ON THE RIGHT-OF-WAY OF SHELDON ROAD, COUNTY
 MB2270'HIGHWAY 273.
 MB2270'
 MB2270'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2270'AND 82 IN MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR
 MB2270'1.0 MILE TO THE INTER SECTION OF
 MB2270'SHELDON ROAD.  TURN LEFT AND GO NORTH ON SHELDON ROAD 1.5
 MB2270'MILES TO THE INTERSECTION OF WAYNE ROAD, TOWNSHIP HIGHWAY 266,
 MB2270'AND THE STATION NORTHWEST OF THE INTERSECTION.
 MB2270'
 MB2270'STATION MARK, STAMPED---85-012-2 1977---, IS A PORTAGE COUNTY
 MB2270'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2270'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 148.8 FEET
 MB2270'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, ADDRESS NUMBER
 MB2270'12477, 113.7 FEET NORTHWEST OF A 15-INCH PINE TREE, 65.8 FEET
 MB2270'NORTHWEST OF THE T-INTERSECTION OF SHELDON ROAD AND WAYNE
 MB2270'ROAD, 36.3 FEET NORTH OF A TELEPHONE AND POWER POLE, AND 19.6
 MB2270'FEET WEST OF THE CENTERLINE OF SHELDON ROAD.
 MB2270'
 MB2270'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2270'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2270'STATIONS 85 012 1 P CO AND 85 006 2 P CO CAN BE USED AS AZIMUTH
 MB2270'MARKS.
 MB2270'
 MB2270'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2778 ***********************************************************************
 MB2778  DESIGNATION -  85 013 1 P CO
 MB2778  PID         -  MB2778
 MB2778  STATE/COUNTY-  OH/PORTAGE
 MB2778  USGS QUAD   -  AURORA (1964)
 MB2778
 MB2778                         *CURRENT SURVEY CONTROL
 MB2778  ___________________________________________________________________
 MB2778* NAD 83(1995)-  41 19 12.22928(N)    081 16 52.00034(W)     ADJUSTED  
 MB2778* NAVD 88     -       365.3    (meters)    1198.     (feet)  VERTCON   
 MB2778  ___________________________________________________________________
 MB2778  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 MB2778  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2778
 MB2778  HORZ ORDER  -  SECOND
 MB2778
 MB2778.The horizontal coordinates were established by classical geodetic methods
 MB2778.and adjusted by the National Geodetic Survey in April 1998..
 MB2778
 MB2778.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2778
 MB2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2778
 MB2778.The geoid height was determined by GEOID03.
 MB2778
 MB2778;                    North         East     Units Scale Factor Converg.
 MB2778;SPC OH N     -   184,317.420   702,045.200   MT  0.99994882   +0 48 02.7
 MB2778;UTM  17      - 4,574,326.266   476,472.840   MT  0.99960681   -0 11 08.2
 MB2778
 MB2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2778!SPC OH N     -   0.99994799  x   0.99994882  =   0.99989681
 MB2778!UTM  17      -   0.99994799  x   0.99960681  =   0.99955482
 MB2778
 MB2778:                Primary Azimuth Mark                     Grid Az
 MB2778:SPC OH N     -  85 020 2 P CO                            178 34 17.7
 MB2778:UTM  17      -  85 020 2 P CO                            179 33 28.6
 MB2778
 MB2778|---------------------------------------------------------------------|
 MB2778| PID    Reference Object                     Distance      Geod. Az  |
 MB2778|                                                           dddmmss.s |
 MB2778| MB2777 85 020 2 P CO                       453.995 METERS 1792220.4 |
 MB2778|---------------------------------------------------------------------|
 MB2778
 MB2778                          SUPERSEDED SURVEY CONTROL
 MB2778
 MB2778  NAD 83(1986)-  41 19 12.23815(N)    081 16 51.99953(W) AD(       ) 2
 MB2778  NAD 27      -  41 19 12.03854(N)    081 16 52.62630(W) AD(       ) 2
 MB2778  NGVD 29 (07/19/86)  365.5    (m)         1199.     (f) VERT ANG       
 MB2778
 MB2778.Superseded values are not recommended for survey control.
 MB2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2778.See file dsdata.txt to determine how the superseded data were derived.
 MB2778
 MB2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7647374326(NAD 83)
 MB2778_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2778+STABILITY: SURFACE MOTION
 MB2778
 MB2778  HISTORY     - Date     Condition        Report By
 MB2778  HISTORY     - 1977     MONUMENTED       OH-133
 MB2778
 MB2778                          STATION DESCRIPTION
 MB2778
 MB2778'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2778'THE STATION IS ABOUT 7-3/4 MILES SOUTHEAST OF BAINBRIDGE,
 MB2778'3-1/2 MILES EAST OF AURORA, 3-1/4 MILES NORTHWEST OF MANTUA
 MB2778'CORNERS, AND ON THE RIGHT-OF-WAY OF CHAMBERLAIN ROAD, COUNTY
 MB2778'HIGHWAY 265.
 MB2778'
 MB2778'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2778'AND 44 IN MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 3.1
 MB2778'MILES TO THE INTERSECTION OF CHAMBERLAIN ROAD.
 MB2778'TURN RIGHT AND GO NORTH ON CHAMBERLAIN ROAD FOR 0.75
 MB2778'MILE TO THE STATION ON THE LEFT.
 MB2778'
 MB2778'STATION MARKS, STAMPED---85-013-1 1977---, ARE PORTAGE COUNTY
 MB2778'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2778'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2778'SURFACE.  IT IS 60.6 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 MB2778'A TWO STORY HOUSE, ADDRESS NUMBER 12061, 30.7 FEET SOUTHEAST OF
 MB2778'AN 18-INCH MAPLE TREE, 31.0 FEET NORTHWEST OF POWER POLE NUMBER
 MB2778'MU 697, 23.7 FEET NORTHEAST OF A 36-INCH MAPLE TREE, AND 13.7
 MB2778'FEET WEST OF THE CENTERLINE OF CHAMBERLAIN ROAD.  THE
 MB2778'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2778'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2778'
 MB2778'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2778'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2778'STATIONS 85 020 2 P CO AND 85 015 1 P CO CAN BE USED AS
 MB2778'AZIMUTH MARKS.
 MB2778'
 MB2778'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2772 ***********************************************************************
 MB2772  DESIGNATION -  85 015 1 P CO
 MB2772  PID         -  MB2772
 MB2772  STATE/COUNTY-  OH/PORTAGE
 MB2772  USGS QUAD   -  AURORA (1964)
 MB2772
 MB2772                         *CURRENT SURVEY CONTROL
 MB2772  ___________________________________________________________________
 MB2772* NAD 83(1995)-  41 19 19.74326(N)    081 15 42.89515(W)     ADJUSTED  
 MB2772* NAVD 88     -       364.1    (meters)    1195.     (feet)  VERTCON   
 MB2772  ___________________________________________________________________
 MB2772  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 MB2772  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2772
 MB2772  HORZ ORDER  -  SECOND
 MB2772
 MB2772.The horizontal coordinates were established by classical geodetic methods
 MB2772.and adjusted by the National Geodetic Survey in April 1998..
 MB2772
 MB2772.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2772
 MB2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2772
 MB2772.The geoid height was determined by GEOID03.
 MB2772
 MB2772;                    North         East     Units Scale Factor Converg.
 MB2772;SPC OH N     -   184,571.828   703,648.880   MT  0.99994898   +0 48 48.1
 MB2772;UTM  17      - 4,574,552.953   478,080.111   MT  0.99960591   -0 10 22.6
 MB2772
 MB2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2772!SPC OH N     -   0.99994817  x   0.99994898  =   0.99989716
 MB2772!UTM  17      -   0.99994817  x   0.99960591  =   0.99955410
 MB2772
 MB2772|---------------------------------------------------------------------|
 MB2772| PID    Reference Object                     Distance      Geod. Az  |
 MB2772|                                                           dddmmss.s |
 MB2772| MB2768 MANTUA                               76.686 METERS 25501     |
 MB2772| MB2821 MANTUA PTA                           69.796 METERS 25501     |
 MB2772| MB2778 85 013 1 P CO                       APPROX. 1.6 KM 2614756.7 |
 MB2772|---------------------------------------------------------------------|
 MB2772
 MB2772                          SUPERSEDED SURVEY CONTROL
 MB2772
 MB2772  NAD 83(1986)-  41 19 19.75199(N)    081 15 42.89426(W) AD(       ) 2
 MB2772  NAD 27      -  41 19 19.55238(N)    081 15 43.52339(W) AD(       ) 2
 MB2772  NGVD 29 (07/19/86)  364.3    (m)         1195.     (f) VERT ANG       
 MB2772
 MB2772.Superseded values are not recommended for survey control.
 MB2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2772.See file dsdata.txt to determine how the superseded data were derived.
 MB2772
 MB2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7808074553(NAD 83)
 MB2772_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2772+STABILITY: SURFACE MOTION
 MB2772
 MB2772  HISTORY     - Date     Condition        Report By
 MB2772  HISTORY     - 1977     MONUMENTED       OH-133
 MB2772
 MB2772                          STATION DESCRIPTION
 MB2772
 MB2772'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2772'THE STATION IS ABOUT 12 MILES SOUTH WEST OF BURTON, 5 MILES
 MB2772'EAST-NORTHEAST OF AURORA, 2-1/4 MILES NORTH WEST OF MANTUA,
 MB2772'AND ON PROPERTY OF LUCKY SAND AND GRAVEL COMPANY.
 MB2772'
 MB2772'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2772'AND 44 AT MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 2.15
 MB2772'MILES TO THE INTERSECTION OF FROST ROAD, COUNTY HIGHWAY 197.
 MB2772'TURN RIGHT AND GO NORTH FOR 0.9 MILE TO THE GRAVEL DRIVEWAY
 MB2772'OF THE LUCKY SAND AND GRAVEL COMPANY.  TURN RIGHT AND GO EAST
 MB2772'FOR 201.5 FEET ON THE DRIVEWAY TO THE STATION ON THE LEFT.
 MB2772'
 MB2772'STATION MARKS, STAMPED---84-015-1 1977---, ARE PORTAGE COUNTY
 MB2772'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2772'CYLINDRICAL CONCRETE POST THAT IS 14 INCHES BELOW THE
 MB2772'GROUND SURFACE.  IT IS 201.5 FEET EAST OF THE CENTERLINE OF
 MB2772'FROST ROAD, 92.7 FEET NORTHWEST OF POWER POLE NUMBER M67,
 MB2772'41.6 FEET NORTH OF THE CENTER OF A GRAVEL DRIVEWAY FOR
 MB2772'THE LUCKY SAND AND GRAVEL COMPANY, AND 36.3 FEET
 MB2772'SOUTH-SOUTHWEST OF A 6-INCH IRON GATE POST.
 MB2772'
 MB2772'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2772'LIGHT ABOVE STATION MARK WAS 4.5 METERS.
 MB2772'STATIONS 85 003 1 P CO, 85 013 1 P CO, AND MANTUA 1951
 MB2772'CAN BE USED AS AZIMUTH MARKS.
 MB2772'
 MB2772'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2281 ***********************************************************************
 MB2281  DESIGNATION -  85 017 1 P CO
 MB2281  PID         -  MB2281
 MB2281  STATE/COUNTY-  OH/PORTAGE
 MB2281  USGS QUAD   -  MANTUA (1994)
 MB2281
 MB2281                         *CURRENT SURVEY CONTROL
 MB2281  ___________________________________________________________________
 MB2281* NAD 83(1995)-  41 19 27.95890(N)    081 13 17.34147(W)     ADJUSTED  
 MB2281* NAVD 88     -       371.2    (meters)    1218.     (feet)  VERTCON   
 MB2281  ___________________________________________________________________
 MB2281  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 MB2281  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2281
 MB2281  HORZ ORDER  -  SECOND
 MB2281
 MB2281.The horizontal coordinates were established by classical geodetic methods
 MB2281.and adjusted by the National Geodetic Survey in April 1998..
 MB2281
 MB2281.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2281
 MB2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2281
 MB2281.The geoid height was determined by GEOID03.
 MB2281
 MB2281;                    North         East     Units Scale Factor Converg.
 MB2281;SPC OH N     -   184,874.076   707,029.741   MT  0.99994915   +0 50 23.7
 MB2281;UTM  17      - 4,574,796.879   481,464.509   MT  0.99960423   -0 08 46.5
 MB2281
 MB2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2281!SPC OH N     -   0.99994706  x   0.99994915  =   0.99989621
 MB2281!UTM  17      -   0.99994706  x   0.99960423  =   0.99955131
 MB2281
 MB2281:                Primary Azimuth Mark                     Grid Az
 MB2281:SPC OH N     -  85 011 1 P CO                            359 12 14.3
 MB2281:UTM  17      -  85 011 1 P CO                            000 11 24.5
 MB2281
 MB2281|---------------------------------------------------------------------|
 MB2281| PID    Reference Object                     Distance      Geod. Az  |
 MB2281|                                                           dddmmss.s |
 MB2281| MB2280 85 011 1 P CO                       APPROX. 1.3 KM 0000238.0 |
 MB2281|---------------------------------------------------------------------|
 MB2281
 MB2281                          SUPERSEDED SURVEY CONTROL
 MB2281
 MB2281  NAD 83(1986)-  41 19 27.96731(N)    081 13 17.34040(W) AD(       ) 2
 MB2281  NAD 27      -  41 19 27.76789(N)    081 13 17.97515(W) AD(       ) 2
 MB2281  NGVD 29 (07/19/86)  371.4    (m)         1219.     (f) VERT ANG       
 MB2281
 MB2281.Superseded values are not recommended for survey control.
 MB2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2281.See file dsdata.txt to determine how the superseded data were derived.
 MB2281
 MB2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8146574797(NAD 83)
 MB2281_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2281+STABILITY: SURFACE MOTION
 MB2281
 MB2281  HISTORY     - Date     Condition        Report By
 MB2281  HISTORY     - 1977     MONUMENTED       OH-133
 MB2281
 MB2281                          STATION DESCRIPTION
 MB2281
 MB2281'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2281'THE STATION IS ABOUT 11 MILES SOUTHWEST OF BURTON, 7 MILES
 MB2281'EAST-NORTHEAST OF AURORA, 1 MILE NORTH OF MANTUA CORNERS, AND
 MB2281'ON THE RIGHT-OF-WAY OF STATE ROUTE 44.
 MB2281'
 MB2281'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2281'AND 82 IN MANTUA CORNERS, GO NORTH ON STATE ROUTE 44 FOR
 MB2281'1.0 MILE TO THE STATION ON THE RIGHT.
 MB2281'CONTINUE NORTH ON STATE ROUTE 44 FOR 0.5 MILE TO AZIMUTH MARK
 MB2281'85 011 1 P CO ON THE RIGHT.
 MB2281'
 MB2281'STATION MARKS, STAMPED---85-017-1 1977---, ARE PORTAGE COUNTY
 MB2281'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2281'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2281'SURFACE.  IT IS 145.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MB2281'A HOUSE, ADDRESS NUMBER 12225, 122.0 FEET SOUTHEAST OF POWER POLE
 MB2281'NUMBER 87C, 51.1 FEET SOUTHEAST OF A 10-INCH MAPLE TREE, 48.2
 MB2281'FEET NORTHEAST OF A 10-INCH MAPLE TREE, AND 17.5 FEET EAST OF
 MB2281'THE CENTERLINE OF STATE ROUTE 44.
 MB2281'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2281'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2281'
 MB2281'AZIMUTH MARK 85 011 1 P CO, STAMPED---85-011-1 1977---, IS A
 MB2281'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2281'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2281'SURFACE.  IT IS 100.0 FEET NORTHEAST OF A 36-INCH MAPLE TREE,
 MB2281'97.3 FEET NORTHWEST OF A 30-INCH MAPLE TREE, 52.1 FEET
 MB2281'SOUTHEAST OF A 24-INCH MAPLE TREE, 17.7 FEET EAST OF THE
 MB2281'CENTERLINE OF STATE ROUTE 44, AND 14.7 FEET WEST OF
 MB2281'TELEPHONE POLE NUMBER 33/110.
 MB2281'
 MB2281'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2281'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 85 023 1 P CO
 MB2281'CAN BE USED AS AN AZIMUTH MARK.
 MB2281'
 MB2281'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2273 ***********************************************************************
 MB2273  DESIGNATION -  85 018 1 P CO
 MB2273  PID         -  MB2273
 MB2273  STATE/COUNTY-  OH/PORTAGE
 MB2273  USGS QUAD   -  MANTUA (1994)
 MB2273
 MB2273                         *CURRENT SURVEY CONTROL
 MB2273  ___________________________________________________________________
 MB2273* NAD 83(1995)-  41 19 15.42774(N)    081 12 05.20341(W)     ADJUSTED  
 MB2273* NAVD 88     -       364.     (meters)    1194.     (feet)  VERTCON   
 MB2273  ___________________________________________________________________
 MB2273  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 MB2273  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2273
 MB2273  HORZ ORDER  -  SECOND
 MB2273
 MB2273.The horizontal coordinates were established by classical geodetic methods
 MB2273.and adjusted by the National Geodetic Survey in April 1998..
 MB2273
 MB2273.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2273
 MB2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2273
 MB2273.The geoid height was determined by GEOID03.
 MB2273
 MB2273;                    North         East     Units Scale Factor Converg.
 MB2273;SPC OH N     -   184,512.335   708,712.864   MT  0.99994888   +0 51 11.1
 MB2273;UTM  17      - 4,574,406.360   483,140.579   MT  0.99960350   -0 07 58.8
 MB2273
 MB2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2273!SPC OH N     -   0.99994822  x   0.99994888  =   0.99989710
 MB2273!UTM  17      -   0.99994822  x   0.99960350  =   0.99955174
 MB2273
 MB2273                          SUPERSEDED SURVEY CONTROL
 MB2273
 MB2273  NAD 83(1986)-  41 19 15.43616(N)    081 12 05.20233(W) AD(       ) 2
 MB2273  NAD 27      -  41 19 15.23641(N)    081 12 05.83951(W) AD(       ) 2
 MB2273  NGVD 29 (07/19/86)  364.     (m)         1194.     (f) VERT ANG       
 MB2273
 MB2273.Superseded values are not recommended for survey control.
 MB2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2273.See file dsdata.txt to determine how the superseded data were derived.
 MB2273
 MB2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8314174406(NAD 83)
 MB2273_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2273+STABILITY: SURFACE MOTION
 MB2273
 MB2273  HISTORY     - Date     Condition        Report By
 MB2273  HISTORY     - 1977     MONUMENTED       OH-133
 MB2273
 MB2273                          STATION DESCRIPTION
 MB2273
 MB2273'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2273'THE STATION IS ABOUT 11 MILES SOUTHWEST OF BURTON, 3 MILES
 MB2273'NORTHWEST OF HIRAM, 1-1/4 MILES NORTHEAST OF MANTUA CORNERS,
 MB2273'AND ON THE RIGHT-OF-WAY OF SHELDON ROAD, COUNTY HIGHWAY 273.
 MB2273'
 MB2273'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2273'AND 82 IN MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR
 MB2273'1.0 MILE TO THE INTERSACTION OF
 MB2273'SHELDON ROAD.  TURN LEFT AND GO NORTH ON SHELDON ROAD FOR .5
 MB2273'MILE TO THE STATION ON THE RIGHT.
 MB2273'
 MB2273'STATION MARK, STAMPED---85-018-1 1977---, IS A PORTAGE COUNTY
 MB2273'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2273'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 140.3 FEET
 MB2273'NORTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 MB2273'ADDRESS NUMBER 12077, 119.7 FEET
 MB2273'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 102.7 FEET
 MB2273'SOUTHEAST OF A 12-INCH PINE TREE, 91.4 FEET SOUTH OF A LARGE
 MB2273'ROCK, AND 16.5 FEET EAST OF THE CENTERLINE OF SHELDON ROAD.
 MB2273'
 MB2273'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2273'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 85 012 1 P CO
 MB2273'CAN BE USED AS AN AZIMUTH MARK.
 MB2273'
 MB2273'DESCRIBED BY C.D. TRONGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2780 ***********************************************************************
 MB2780  DESIGNATION -  85 019 1 P CO
 MB2780  PID         -  MB2780
 MB2780  STATE/COUNTY-  OH/PORTAGE
 MB2780  USGS QUAD   -  AURORA (1964)
 MB2780
 MB2780                         *CURRENT SURVEY CONTROL
 MB2780  ___________________________________________________________________
 MB2780* NAD 83(1995)-  41 18 31.34835(N)    081 16 57.03013(W)     ADJUSTED  
 MB2780* NAVD 88     -       355.3    (meters)    1166.     (feet)  VERTCON   
 MB2780  ___________________________________________________________________
 MB2780  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 MB2780  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2780
 MB2780  HORZ ORDER  -  SECOND
 MB2780
 MB2780.The horizontal coordinates were established by classical geodetic methods
 MB2780.and adjusted by the National Geodetic Survey in April 1998..
 MB2780
 MB2780.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2780
 MB2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2780
 MB2780.The geoid height was determined by GEOID03.
 MB2780
 MB2780;                    North         East     Units Scale Factor Converg.
 MB2780;SPC OH N     -   183,054.798   701,945.842   MT  0.99994796   +0 47 59.4
 MB2780;UTM  17      - 4,573,065.971   476,351.803   MT  0.99960688   -0 11 11.4
 MB2780
 MB2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2780!SPC OH N     -   0.99994955  x   0.99994796  =   0.99989751
 MB2780!UTM  17      -   0.99994955  x   0.99960688  =   0.99955645
 MB2780
 MB2780|---------------------------------------------------------------------|
 MB2780| PID    Reference Object                     Distance      Geod. Az  |
 MB2780|                                                           dddmmss.s |
 MB2780| MB2779 85 019 3 P CO                       251.460 METERS 02517     |
 MB2780| MB2781 AURORA CARLON CO TANK               APPROX. 0.8 KM 1881825.3 |
 MB2780| MB2782 85 019 2 P CO                       238.597 METERS 27852     |
 MB2780|---------------------------------------------------------------------|
 MB2780
 MB2780                          SUPERSEDED SURVEY CONTROL
 MB2780
 MB2780  NAD 83(1986)-  41 18 31.35720(N)    081 16 57.02950(W) AD(       ) 2
 MB2780  NAD 27      -  41 18 31.15718(N)    081 16 57.65607(W) AD(       ) 2
 MB2780  NGVD 29 (07/19/86)  355.5    (m)         1166.     (f) VERT ANG       
 MB2780
 MB2780.Superseded values are not recommended for survey control.
 MB2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2780.See file dsdata.txt to determine how the superseded data were derived.
 MB2780
 MB2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7635273066(NAD 83)
 MB2780_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2780+STABILITY: SURFACE MOTION
 MB2780
 MB2780  HISTORY     - Date     Condition        Report By
 MB2780  HISTORY     - 1977     MONUMENTED       OH-133
 MB2780
 MB2780                          STATION DESCRIPTION
 MB2780
 MB2780'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2780'THE STATION IS ABOUT 6 MILES NORTHEAST OF STREETSBORO, 5-1/2
 MB2780'MILES SOUTHEAST OF AURORA, 3-1/4 MILES WEST OF MANTUA CORNERS,
 MB2780'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2780'
 MB2780'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2780'AND 44 IN MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 2.35
 MB2780'MILES TO AZIMUTH MARK 85 020 1 P CO ON THE LEFT.  CONTINUE WEST
 MB2780'ON STATE ROUTE 82 FOR 0.85 MILE TO THE STATION ON THE RIGHT,
 MB2780'NEAR A CHURCH DRIVE. CONTINUE WEST FOR 0.15 MILE TO AZIMUTH MARK
 MB2780'85 019 2 P CO ON THE LEFT.
 MB2780'
 MB2780'STATION MARKS, STAMPED---85-019-1 1977---, ARE PORTAGE COUNTY
 MB2780'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2780'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2780'SURFACE.  IT IS 126.2 FEET NORTHWEST OF THE NORTHWEST CORNER
 MB2780'OF THE FOUNDATION OF A BARN, 80.0 FEET
 MB2780'NORTH OF TELEPHONE POLE NUMBER 4K152, 58.6 FEET EAST OF THE
 MB2780'CENTER OF A CHURCH DRIVE, AND 31.5 FEET NORTH OF THE
 MB2780'CENTERLINE OF STATE ROUTE 82.  THE UNDERGROUND DISK IS SET IN
 MB2780'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2780'GROUND SURFACE.
 MB2780'
 MB2780'AZIMUTH MARK 85 020 1 P CO, STAMPED---85-020-1 1977---, IS A
 MB2780'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2780'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2780'SURFACE.  IT IS 48.8 FEET SOUTH OF POWER POLE NUMBER MU 685,
 MB2780'30.8 FEET EAST OF TELEPHONE POLE NUMBER 3040, AND 21.6 FEET
 MB2780'SOUTH OF THE CENTERLINE OF STATE ROUTE 82.
 MB2780'
 MB2780'AZIMUTH MARK 85 019 2 P CO, STAMPED---85-019-2 1977---, IS A
 MB2780'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2780'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2780'SURFACE.  IT IS 45.0 FEET NORTHWEST OF THE CENTER OF A GRAVEL
 MB2780'DRIVE TO A ONE STORY HOUSE, ADDRESS NUMBER 2986, 28.8 FEET
 MB2780'NORTH OF A 6-INCH MAPLE TREE, 28.0 FEET SOUTHWEST OF THE
 MB2780'CENTERLINE OF STATE ROUTE 82, AND 8.7 FEET NORTHWEST OF
 MB2780'TELEPHONE POLE NUMBER 4 K 144.
 MB2780'
 MB2780'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2780'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2780'STATION 85 019 3 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2780'
 MB2780'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2782 ***********************************************************************
 MB2782  DESIGNATION -  85 019 2 P CO
 MB2782  PID         -  MB2782
 MB2782  STATE/COUNTY-  OH/PORTAGE
 MB2782  USGS QUAD   -  AURORA (1964)
 MB2782
 MB2782                         *CURRENT SURVEY CONTROL
 MB2782  ___________________________________________________________________
 MB2782* NAD 83(1995)-  41 18 32.54094(N)    081 17 07.16466(W)     ADJUSTED  
 MB2782* NAVD 88     -       360.     (meters)    1181.     (feet)  VERTCON   
 MB2782  ___________________________________________________________________
 MB2782  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 MB2782  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2782
 MB2782  HORZ ORDER  -  SECOND
 MB2782
 MB2782.The horizontal coordinates were established by classical geodetic methods
 MB2782.and adjusted by the National Geodetic Survey in April 1998..
 MB2782
 MB2782.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2782
 MB2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2782
 MB2782.The geoid height was determined by GEOID03.
 MB2782
 MB2782;                    North         East     Units Scale Factor Converg.
 MB2782;SPC OH N     -   183,088.297   701,709.620   MT  0.99994799   +0 47 52.7
 MB2782;UTM  17      - 4,573,103.519   476,116.274   MT  0.99960702   -0 11 18.1
 MB2782
 MB2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2782!SPC OH N     -   0.99994885  x   0.99994799  =   0.99989684
 MB2782!UTM  17      -   0.99994885  x   0.99960702  =   0.99955589
 MB2782
 MB2782                          SUPERSEDED SURVEY CONTROL
 MB2782
 MB2782  NAD 83(1986)-  41 18 32.54982(N)    081 17 07.16402(W) AD(       ) 2
 MB2782  NAD 27      -  41 18 32.34979(N)    081 17 07.79027(W) AD(       ) 2
 MB2782  NGVD 29 (07/19/86)  360.     (m)         1181.     (f) VERT ANG       
 MB2782
 MB2782.Superseded values are not recommended for survey control.
 MB2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2782.See file dsdata.txt to determine how the superseded data were derived.
 MB2782
 MB2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7611673104(NAD 83)
 MB2782_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2782+STABILITY: SURFACE MOTION
 MB2782
 MB2782  HISTORY     - Date     Condition        Report By
 MB2782  HISTORY     - 1977     MONUMENTED       OH-133
 MB2782
 MB2782                          STATION DESCRIPTION
 MB2782
 MB2782'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2782'THE STATION IS ABOUT 6 MILES NORTHEAST OF STREETSBORO, 5-1/2
 MB2782'MILES SOUTHEAST OF AURORA, 3-1/4 MILES WEST OF MANTUA CORNERS,
 MB2782'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2782'
 MB2782'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2782'AND 82 IN MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 3.35
 MB2782'MILES TO THE STATION ON THE LEFT AT A CURVE IN THE ROAD.
 MB2782'
 MB2782'STATION MARK, STAMPED---85-019-2 1977---, IS A PORTAGE COUNTY
 MB2782'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2782'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 45.0 FEET
 MB2782'NORTHWEST OF THE CENTER OF A GRAVEL DRIVE TO A ONE STORY
 MB2782'HOUSE, ADDRESS NUMBER 2986, 28.8 FEET NORTH OF A 6-INCH MAPLE
 MB2782'TREE, 28.0 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 82,
 MB2782'AND 8.7 FEET NORTHWEST OF TELEPHONE POLE NUMBER 4 K 144.
 MB2782'
 MB2782'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2782'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2782'STATION 85 019 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2782'
 MB2782'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2779 ***********************************************************************
 MB2779  DESIGNATION -  85 019 3 P CO
 MB2779  PID         -  MB2779
 MB2779  STATE/COUNTY-  OH/PORTAGE
 MB2779  USGS QUAD   -  AURORA (1964)
 MB2779
 MB2779                         *CURRENT SURVEY CONTROL
 MB2779  ___________________________________________________________________
 MB2779* NAD 83(1995)-  41 18 38.71853(N)    081 16 52.41292(W)     ADJUSTED  
 MB2779* NAVD 88     -       354.6    (meters)    1163.     (feet)  VERTCON   
 MB2779  ___________________________________________________________________
 MB2779  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 MB2779  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2779
 MB2779  HORZ ORDER  -  SECOND
 MB2779
 MB2779.The horizontal coordinates were established by classical geodetic methods
 MB2779.and adjusted by the National Geodetic Survey in April 1998..
 MB2779
 MB2779.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2779
 MB2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2779
 MB2779.The geoid height was determined by GEOID03.
 MB2779
 MB2779;                    North         East     Units Scale Factor Converg.
 MB2779;SPC OH N     -   183,283.633   702,050.052   MT  0.99994811   +0 48 02.4
 MB2779;UTM  17      - 4,573,292.902   476,459.900   MT  0.99960682   -0 11 08.3
 MB2779
 MB2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2779!SPC OH N     -   0.99994966  x   0.99994811  =   0.99989778
 MB2779!UTM  17      -   0.99994966  x   0.99960682  =   0.99955650
 MB2779
 MB2779:                Primary Azimuth Mark                     Grid Az
 MB2779:SPC OH N     -  85 020 2 P CO                            000 38 19.3
 MB2779:UTM  17      -  85 020 2 P CO                            001 37 30.0
 MB2779
 MB2779|---------------------------------------------------------------------|
 MB2779| PID    Reference Object                     Distance      Geod. Az  |
 MB2779|                                                           dddmmss.s |
 MB2779| MB2777 85 020 2 P CO                       APPROX. 0.6 KM 0012621.7 |
 MB2779| MB2780 85 019 1 P CO                       251.460 METERS 20517     |
 MB2779|---------------------------------------------------------------------|
 MB2779
 MB2779                          SUPERSEDED SURVEY CONTROL
 MB2779
 MB2779  NAD 83(1986)-  41 18 38.72737(N)    081 16 52.41225(W) AD(       ) 2
 MB2779  NAD 27      -  41 18 38.52743(N)    081 16 53.03899(W) AD(       ) 2
 MB2779  NGVD 29 (07/19/86)  354.8    (m)         1164.     (f) VERT ANG       
 MB2779
 MB2779.Superseded values are not recommended for survey control.
 MB2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2779.See file dsdata.txt to determine how the superseded data were derived.
 MB2779
 MB2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7646073293(NAD 83)
 MB2779_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2779+STABILITY: SURFACE MOTION
 MB2779
 MB2779  HISTORY     - Date     Condition        Report By
 MB2779  HISTORY     - 1977     MONUMENTED       OH-133
 MB2779
 MB2779                          STATION DESCRIPTION
 MB2779
 MB2779'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2779'THE STATION IS ABOUT 6 MILES NORTHEAST OF STREETSBORO, 5-1/2
 MB2779'MILES EAST OF AURORA, 3-1/4 MILES WEST OF MANTUA CORNERS, AND
 MB2779'ON THE RIGHT-OF-WAY OF CHAMBERLAIN ROAD, COUNTY HIGHWAY 265.
 MB2779'
 MB2779'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2779'AND 82 IN MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 3.1
 MB2779'MILES TO THE INTERSECTION OF CHAMBERLAIN ROAD.  TURN RIGHT AND
 MB2779'GO NORTH ON CHAMBERLAIN ROAD FOR 0.15 MILE TO THE STATION ON
 MB2779'THE LEFT.
 MB2779'
 MB2779'STATION MARK, STAMPED---85-019-3 1977---, IS A PORTAGE COUNTY
 MB2779'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2779'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 72.1 FEET
 MB2779'NORTHEAST OF TELEPHONE AND POWER POLE NUMBER 3, 58.2 FEET
 MB2779'NORTHEAST OF AN 8-INCH MAPLE TREE, 22.2 FEET WEST OF THE
 MB2779'CENTERLINE OF CHAMBERLAIN ROAD, AND 11.6 FEET SOUTH OF
 MB2779'TELEPHONE POLE NUMBER 7 K 4.
 MB2779'
 MB2779'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2779'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2779'STATIONS 85 020 2 P CO AND 85 019 1 P CO CAN BE USED AS
 MB2779'AZIMUTH MARKS.
 MB2779'
 MB2779'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2775 ***********************************************************************
 MB2775  DESIGNATION -  85 020 1 P CO
 MB2775  PID         -  MB2775
 MB2775  STATE/COUNTY-  OH/PORTAGE
 MB2775  USGS QUAD   -  AURORA (1964)
 MB2775
 MB2775                         *CURRENT SURVEY CONTROL
 MB2775  ___________________________________________________________________
 MB2775* NAD 83(1995)-  41 18 32.61574(N)    081 15 59.89572(W)     ADJUSTED  
 MB2775* NAVD 88     -       366.     (meters)    1201.     (feet)  VERTCON   
 MB2775  ___________________________________________________________________
 MB2775  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 MB2775  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2775
 MB2775  HORZ ORDER  -  SECOND
 MB2775
 MB2775.The horizontal coordinates were established by classical geodetic methods
 MB2775.and adjusted by the National Geodetic Survey in April 1998..
 MB2775
 MB2775.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2775
 MB2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2775
 MB2775.The geoid height was determined by GEOID03.
 MB2775
 MB2775;                    North         East     Units Scale Factor Converg.
 MB2775;SPC OH N     -   183,112.563   703,274.121   MT  0.99994799   +0 48 36.9
 MB2775;UTM  17      - 4,573,100.852   477,680.426   MT  0.99960613   -0 10 33.6
 MB2775
 MB2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2775!SPC OH N     -   0.99994790  x   0.99994799  =   0.99989590
 MB2775!UTM  17      -   0.99994790  x   0.99960613  =   0.99955406
 MB2775
 MB2775                          SUPERSEDED SURVEY CONTROL
 MB2775
 MB2775  NAD 83(1986)-  41 18 32.62443(N)    081 15 59.89507(W) AD(       ) 2
 MB2775  NAD 27      -  41 18 32.42448(N)    081 16 00.52351(W) AD(       ) 2
 MB2775  NGVD 29 (07/19/86)  366.     (m)         1201.     (f) VERT ANG       
 MB2775
 MB2775.Superseded values are not recommended for survey control.
 MB2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2775.See file dsdata.txt to determine how the superseded data were derived.
 MB2775
 MB2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7768073101(NAD 83)
 MB2775_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2775+STABILITY: SURFACE MOTION
 MB2775
 MB2775  HISTORY     - Date     Condition        Report By
 MB2775  HISTORY     - 1977     MONUMENTED       OH-133
 MB2775
 MB2775                          STATION DESCRIPTION
 MB2775
 MB2775'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2775'THE STATION IS ABOUT 6-1/2 MILES NORTHEAST OF STREETSBORO,
 MB2775'4-1/2 MILES EAST-SOUTHEAST OF AURORA, 2-1/2 MILES WEST OF
 MB2775'MANTUA CORNERS, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2775'
 MB2775'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2775'AND 44 IN MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 2.35
 MB2775'MILES TO THE STATION ON THE LEFT.
 MB2775'
 MB2775'STATION MARK, STAMPED---85-020-1 1977---, IS A PORTAGE COUNTY
 MB2775'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2775'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 48.8 FEET
 MB2775'SOUTH OF POWER POLE NUMBER MU 685, 30.8 FEET EAST OF TELEPHONE
 MB2775'POLE NUMBER 3040, AND 21.6 FEET SOUTH OF THE CENTERLINE OF
 MB2775'STATE ROUTE 82.
 MB2775'
 MB2775'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2775'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2775'STATION 85 019 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2775'
 MB2775'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2777 ***********************************************************************
 MB2777  DESIGNATION -  85 020 2 P CO
 MB2777  PID         -  MB2777
 MB2777  STATE/COUNTY-  OH/PORTAGE
 MB2777  USGS QUAD   -  AURORA (1964)
 MB2777
 MB2777                         *CURRENT SURVEY CONTROL
 MB2777  ___________________________________________________________________
 MB2777* NAD 83(1995)-  41 18 57.51397(N)    081 16 51.78651(W)     ADJUSTED  
 MB2777* NAVD 88     -       354.6    (meters)    1163.     (feet)  VERTCON   
 MB2777  ___________________________________________________________________
 MB2777  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 MB2777  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2777
 MB2777  HORZ ORDER  -  SECOND
 MB2777
 MB2777.The horizontal coordinates were established by classical geodetic methods
 MB2777.and adjusted by the National Geodetic Survey in April 1998..
 MB2777
 MB2777.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2777
 MB2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2777
 MB2777.The geoid height was determined by GEOID03.
 MB2777
 MB2777;                    North         East     Units Scale Factor Converg.
 MB2777;SPC OH N     -   183,863.590   702,056.517   MT  0.99994850   +0 48 02.8
 MB2777;UTM  17      - 4,573,872.463   476,476.342   MT  0.99960681   -0 11 08.0
 MB2777
 MB2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2777!SPC OH N     -   0.99994966  x   0.99994850  =   0.99989817
 MB2777!UTM  17      -   0.99994966  x   0.99960681  =   0.99955649
 MB2777
 MB2777:                Primary Azimuth Mark                     Grid Az
 MB2777:SPC OH N     -  85 019 3 P CO                            180 38 19.3
 MB2777:UTM  17      -  85 019 3 P CO                            181 37 30.1
 MB2777
 MB2777|---------------------------------------------------------------------|
 MB2777| PID    Reference Object                     Distance      Geod. Az  |
 MB2777|                                                           dddmmss.s |
 MB2777| MB2779 85 019 3 P CO                       APPROX. 0.6 KM 1812622.1 |
 MB2777| MB2778 85 013 1 P CO                       453.995 METERS 3592220.5 |
 MB2777|---------------------------------------------------------------------|
 MB2777
 MB2777                          SUPERSEDED SURVEY CONTROL
 MB2777
 MB2777  NAD 83(1986)-  41 18 57.52281(N)    081 16 51.78575(W) AD(       ) 2
 MB2777  NAD 27      -  41 18 57.32307(N)    081 16 52.41253(W) AD(       ) 2
 MB2777  NGVD 29 (07/19/86)  354.8    (m)         1164.     (f) VERT ANG       
 MB2777
 MB2777.Superseded values are not recommended for survey control.
 MB2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2777.See file dsdata.txt to determine how the superseded data were derived.
 MB2777
 MB2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7647673872(NAD 83)
 MB2777_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2777+STABILITY: SURFACE MOTION
 MB2777
 MB2777  HISTORY     - Date     Condition        Report By
 MB2777  HISTORY     - 1977     MONUMENTED       OH-133
 MB2777
 MB2777                          STATION DESCRIPTION
 MB2777
 MB2777'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2777'THE STATION IS ABOUT 8 MILES SOUTHEAST OF BAINBRIDGE, 3-1/2
 MB2777'MILES EAST OF AURORA, 3 MILES WEST OF MANTUA CORNERS, AND ON
 MB2777'THE RIGHT-OF-WAY OF CHAMBERLAIN ROAD, COUNTY HIGHWAY 265.
 MB2777'
 MB2777'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2777'AND 82 IN MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 3.1
 MB2777'MILES TO THE INTERSECTION OF CHAMBERLAIN ROAD.  TURN RIGHT AND
 MB2777'GO NORTH ON CHAMBERLAIN ROAD FOR 0.45 MILE TO THE STATION ON
 MB2777'THE RIGHT.
 MB2777'
 MB2777'STATION MARK, STAMPED---85-020-2 1977---, IS A PORTAGE COUNTY
 MB2777'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2777'POST THAT IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 54.0 FEET
 MB2777'NORTH OF POWER POLE NUMBER 66/5, 53.8 FEET NORTHEAST OF
 MB2777'TELEPHONE POLE NUMBER 7 K 13, 51.6 FEET WEST OF A UTILITY POLE,
 MB2777'AND 17.0 FEET EAST OF THE CENTERLINE OF CHAMBERLAIN ROAD.
 MB2777'
 MB2777'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2777'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2777'STATIONS 85 013 1 P CO AND 85 019 3 P CO CAN BE USED AS
 MB2777'AZIMUTH MARKS.
 MB2777'
 MB2777'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2307 ***********************************************************************
 MB2307  DESIGNATION -  85 021 1 P CO
 MB2307  PID         -  MB2307
 MB2307  STATE/COUNTY-  OH/PORTAGE
 MB2307  USGS QUAD   -  MANTUA (1994)
 MB2307
 MB2307                         *CURRENT SURVEY CONTROL
 MB2307  ___________________________________________________________________
 MB2307* NAD 83(1995)-  41 18 24.74522(N)    081 14 51.62907(W)     ADJUSTED  
 MB2307* NAVD 88     -       372.3    (meters)    1221.     (feet)  VERTCON   
 MB2307  ___________________________________________________________________
 MB2307  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 MB2307  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2307
 MB2307  HORZ ORDER  -  SECOND
 MB2307
 MB2307.The horizontal coordinates were established by classical geodetic methods
 MB2307.and adjusted by the National Geodetic Survey in April 1998..
 MB2307
 MB2307.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2307
 MB2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2307
 MB2307.The geoid height was determined by GEOID03.
 MB2307
 MB2307;                    North         East     Units Scale Factor Converg.
 MB2307;SPC OH N     -   182,892.423   704,865.339   MT  0.99994783   +0 49 21.8
 MB2307;UTM  17      - 4,572,853.441   479,267.076   MT  0.99960529   -0 09 48.6
 MB2307
 MB2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2307!SPC OH N     -   0.99994688  x   0.99994783  =   0.99989472
 MB2307!UTM  17      -   0.99994688  x   0.99960529  =   0.99955220
 MB2307
 MB2307:                Primary Azimuth Mark                     Grid Az
 MB2307:SPC OH N     -  85 022 1 P CO                            057 06 53.8
 MB2307:UTM  17      -  85 022 1 P CO                            058 06 04.2
 MB2307
 MB2307|---------------------------------------------------------------------|
 MB2307| PID    Reference Object                     Distance      Geod. Az  |
 MB2307|                                                           dddmmss.s |
 MB2307| MB2287 85 022 1 P CO                       APPROX. 0.7 KM 0575615.6 |
 MB2307| MB2770 85 027 1 P CO                       APPROX. 0.6 KM 2195822.5 |
 MB2307|---------------------------------------------------------------------|
 MB2307
 MB2307                          SUPERSEDED SURVEY CONTROL
 MB2307
 MB2307  NAD 83(1986)-  41 18 24.75376(N)    081 14 51.62826(W) AD(       ) 2
 MB2307  NAD 27      -  41 18 24.55369(N)    081 14 52.25961(W) AD(       ) 2
 MB2307  NGVD 29 (07/19/86)  372.5    (m)         1222.     (f) VERT ANG       
 MB2307
 MB2307.Superseded values are not recommended for survey control.
 MB2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2307.See file dsdata.txt to determine how the superseded data were derived.
 MB2307
 MB2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7926772853(NAD 83)
 MB2307_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2307+STABILITY: SURFACE MOTION
 MB2307
 MB2307  HISTORY     - Date     Condition        Report By
 MB2307  HISTORY     - 1977     MONUMENTED       OH-133
 MB2307
 MB2307                          STATION DESCRIPTION
 MB2307
 MB2307'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2307'THE STATION IS ABOUT 5-1/2 MILES EAST-SOUTHEAST OF AURORA,
 MB2307'2 MILES NORTHWEST OF MANTUA, 1-1/2 MILES WEST OF
 MB2307'MANTUA CORNERS, AND ON THE RIGHT-OF-WAY OF DIAGONAL ROAD,
 MB2307'COUNTY HIGHWAY 155.
 MB2307'
 MB2307'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2307'AND 82 AT MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 1.0
 MB2307'MILE TO AZIMUTH MARK 85 022 1 P CO ON THE RIGHT.
 MB2307'CONTINUE WEST ON STATE ROUTE 82 FOR 0.2 MILE TO THE
 MB2307'INTERSECTION OF DIAGONAL ROAD.  TURN LEFT AND GO SOUTHWEST ON
 MB2307'DIAGONAL ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 MB2307'CONTINUE SOUTHWEST ON DIAGONAL ROAD FOR 0.35 MILE TO AZIMUTH
 MB2307'MARK 85 027 1 P CO ON THE RIGHT.
 MB2307'
 MB2307'STATION MARKS, STAMPED---85-021-1 1977---, ARE PORTAGE COUNTY
 MB2307'BRASS DISKS THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2307'CYLINDRICAL CONCRETE POST THAT IS 14 INCHES BELOW THE
 MB2307'GROUND SURFACE.  IT IS 163.7 SOUTHWEST OF A TWIN TRUNKED
 MB2307'24-INCH MAPLE TREE, 33.4 FEET NORTHEAST OF POWER POLE NUMBER
 MB2307'MU 1948, AND 27.9 FEET EAST OF THE CENTERLINE OF DIAGONAL ROAD.
 MB2307'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2307'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2307'
 MB2307'AZIMUTH MARK 85 022 1 P CO, STAMPED---85-022-1 1977,
 MB2307'IS A PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2307'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2307'SURFACE.  IT IS 100.4 FEET NORTHEAST OF TELEPHONE AND POWER
 MB2307'POLE NUMBER 4K237, 97.8 FEET EAST OF A 10-INCH PINE TREE, 60.2
 MB2307'FEET NORTHWEST OF TELEPHONE POLE NUMBER 28/42, 60.0 FEET
 MB2307'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, ADDRESS
 MB2307'NUMBER 4195, AND 15.2 FEET NORTH OF THE CENTERLINE OF STATE
 MB2307'ROUTE 82.
 MB2307'
 MB2307'AZIMUTH MARK 85 027 1 P CO, STAMPED---85-027-1 1977---, IS A
 MB2307'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2307'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2307'SURFACE.  IT IS 76.7 FEET SOUTHWEST OF A 30-INCH MAPLE
 MB2307'TREE, 58.0 FEET WEST-NORTHWEST OF A 30-INCH MAPLE TREE,
 MB2307'33.6 FEET WEST OF THE CENTERLINE OF DIAGONAL ROAD, AND
 MB2307'4.7 FEET NORTH OF POWER POLE NUMBER MU 1955.
 MB2307'
 MB2307'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2307'LIGHT ABOVE STATION MARK WAS 2.0 METERS.
 MB2307'
 MB2307'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2287 ***********************************************************************
 MB2287  DESIGNATION -  85 022 1 P CO
 MB2287  PID         -  MB2287
 MB2287  STATE/COUNTY-  OH/PORTAGE
 MB2287  USGS QUAD   -  MANTUA (1994)
 MB2287
 MB2287                         *CURRENT SURVEY CONTROL
 MB2287  ___________________________________________________________________
 MB2287* NAD 83(1995)-  41 18 36.00061(N)    081 14 27.79640(W)     ADJUSTED  
 MB2287* NAVD 88     -       355.     (meters)    1165.     (feet)  VERTCON   
 MB2287  ___________________________________________________________________
 MB2287  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 MB2287  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2287
 MB2287  HORZ ORDER  -  SECOND
 MB2287
 MB2287.The horizontal coordinates were established by classical geodetic methods
 MB2287.and adjusted by the National Geodetic Survey in April 1998..
 MB2287
 MB2287.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2287
 MB2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2287
 MB2287.The geoid height was determined by GEOID03.
 MB2287
 MB2287;                    North         East     Units Scale Factor Converg.
 MB2287;SPC OH N     -   183,247.578   705,414.640   MT  0.99994806   +0 49 37.4
 MB2287;UTM  17      - 4,573,198.970   479,822.218   MT  0.99960501   -0 09 32.9
 MB2287
 MB2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2287!SPC OH N     -   0.99994963  x   0.99994806  =   0.99989769
 MB2287!UTM  17      -   0.99994963  x   0.99960501  =   0.99955466
 MB2287
 MB2287                          SUPERSEDED SURVEY CONTROL
 MB2287
 MB2287  NAD 83(1986)-  41 18 36.00909(N)    081 14 27.79555(W) AD(       ) 2
 MB2287  NAD 27      -  41 18 35.80916(N)    081 14 28.42767(W) AD(       ) 2
 MB2287  NGVD 29 (07/19/86)  355.     (m)         1165.     (f) VERT ANG       
 MB2287
 MB2287.Superseded values are not recommended for survey control.
 MB2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2287.See file dsdata.txt to determine how the superseded data were derived.
 MB2287
 MB2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7982273199(NAD 83)
 MB2287_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2287+STABILITY: SURFACE MOTION
 MB2287
 MB2287  HISTORY     - Date     Condition        Report By
 MB2287  HISTORY     - 1977     MONUMENTED       OH-133
 MB2287
 MB2287                          STATION DESCRIPTION
 MB2287
 MB2287'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2287'THE STATION IS ABOUT 5-1/2 MILES EAST-SOUTHEAST OF AURORA,
 MB2287'2 MILES NORTHWEST OF MANTUA, 1-1/2 MILES WEST OF
 MB2287'MANTUA CORNERS, AND ON THE RIGHT-OF-WAY OF DIAGONAL ROAD,
 MB2287'COUNTY HIGHWAY 155.
 MB2287'
 MB2287'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2287'AND 82 AT MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 1.0
 MB2287'MILE TO THE STATION ON THE RIGHT.
 MB2287'
 MB2287'STATION MARK, STAMPED---85-022-1 1977---, IS A PORTAGE COUNTY
 MB2287'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINCRICAL CONCRETE
 MB2287'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 100.4 FEET
 MB2287'NORTHEAST OF TELEPHONE AND POWER POLE NUMBER 4K237, 97.8 FEET
 MB2287'EAST OF A 10-INCH PINE TREE, 60.2 FEET NORTHWEST OF TELEPHONE
 MB2287'POLE NUMBER 28/42, 60.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 MB2287'CORNER OF A HOUSE, ADDRESS NUMBER 4195, AND 15.2 FEET NORTH OF
 MB2287'THE CENTERLINE OF STATE ROUTE 82.
 MB2287'
 MB2287'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2287'LIGHT ABOVE STATION MARK WAS 1.4 METERS.  STATION 85 021 1 P CO
 MB2287'CAN BE USED AS AN AZIMUTH MARK.
 MB2287'
 MB2287'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2282 ***********************************************************************
 MB2282  DESIGNATION -  85 023 1 P CO
 MB2282  PID         -  MB2282
 MB2282  STATE/COUNTY-  OH/PORTAGE
 MB2282  USGS QUAD   -  MANTUA (1994)
 MB2282
 MB2282                         *CURRENT SURVEY CONTROL
 MB2282  ___________________________________________________________________
 MB2282* NAD 83(1995)-  41 18 37.81889(N)    081 13 17.87147(W)     ADJUSTED  
 MB2282* NAVD 88     -       365.1    (meters)    1198.     (feet)  VERTCON   
 MB2282  ___________________________________________________________________
 MB2282  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 MB2282  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2282
 MB2282  HORZ ORDER  -  SECOND
 MB2282
 MB2282.The horizontal coordinates were established by classical geodetic methods
 MB2282.and adjusted by the National Geodetic Survey in April 1998..
 MB2282
 MB2282.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2282
 MB2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2282
 MB2282.The geoid height was determined by GEOID03.
 MB2282
 MB2282;                    North         East     Units Scale Factor Converg.
 MB2282;SPC OH N     -   183,327.321   707,040.088   MT  0.99994810   +0 50 23.4
 MB2282;UTM  17      - 4,573,250.708   481,448.239   MT  0.99960424   -0 08 46.7
 MB2282
 MB2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2282!SPC OH N     -   0.99994801  x   0.99994810  =   0.99989612
 MB2282!UTM  17      -   0.99994801  x   0.99960424  =   0.99955227
 MB2282
 MB2282:                Primary Azimuth Mark                     Grid Az
 MB2282:SPC OH N     -  85 017 1 P CO                            359 37 00.2
 MB2282:UTM  17      -  85 017 1 P CO                            000 36 10.3
 MB2282
 MB2282|---------------------------------------------------------------------|
 MB2282| PID    Reference Object                     Distance      Geod. Az  |
 MB2282|                                                           dddmmss.s |
 MB2282| MB2281 85 017 1 P CO                       APPROX. 1.5 KM 0002723.6 |
 MB2282| MB2279 85 023 2 P CO                       300.591 METERS 09022     |
 MB2282|---------------------------------------------------------------------|
 MB2282
 MB2282                          SUPERSEDED SURVEY CONTROL
 MB2282
 MB2282  NAD 83(1986)-  41 18 37.82724(N)    081 13 17.87049(W) AD(       ) 2
 MB2282  NAD 27      -  41 18 37.62735(N)    081 13 18.50531(W) AD(       ) 2
 MB2282  NGVD 29 (07/19/86)  365.3    (m)         1198.     (f) VERT ANG       
 MB2282
 MB2282.Superseded values are not recommended for survey control.
 MB2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2282.See file dsdata.txt to determine how the superseded data were derived.
 MB2282
 MB2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8144873251(NAD 83)
 MB2282_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2282+STABILITY: SURFACE MOTION
 MB2282
 MB2282  HISTORY     - Date     Condition        Report By
 MB2282  HISTORY     - 1977     MONUMENTED       OH-133
 MB2282
 MB2282                          STATION DESCRIPTION
 MB2282
 MB2282'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2282'THE STATION IS ABOUT 7 MILES EAST OF AURORA, 4 MILES WEST OF
 MB2282'HIRAM, 1-3/4 MILES NORTH OF MANTUA, AND ON THE RIGHT-OF-WAY OF
 MB2282'STATE ROUTE 44.
 MB2282'
 MB2282'THE STATION IS IN THE NORTHWEST CORNER OF THE INTERSECTION
 MB2282'OF STATE ROUTES 82 AND 44 AT MANTUA CORNERS.
 MB2282'
 MB2282'STATION MARK, STAMPED---85-023-1 1977---, IS A PORTAGE COUNTY
 MB2282'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2282'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 84.5 FEET
 MB2282'NORTH OF THE NORTHEAST CORNER OF A TWO STORY BLOCK BUILDING ON
 MB2282'THE SOUTHWEST CORNER OF THE INTERSECTION, 79.3 FEET
 MB2282'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY BLOCK
 MB2282'BUILDING, PRESENTLY A GAS STATION, 67.8 FEET SOUTHEAST OF THE
 MB2282'EASTERN CORNER OF A ONE STORY WOODEN BUILDING ON THE NORTHWEST
 MB2282'CORNER OF THE INTERSECTION, 37.6 FEET NORTHWEST OF A MONUMENT
 MB2282'BOX LOCATED IN THE CENTER OF THE INTERSECTION, AND 11.8 FEET
 MB2282'WEST OF THE CENTERLINE OF STATE ROUTE 44.
 MB2282'
 MB2282'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2282'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2282'STATIONS 85 017 1 P CO AND 85 023 2 P CO CAN BE
 MB2282'USED AS AZIMUTH MARKS.
 MB2282'
 MB2282'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2279 ***********************************************************************
 MB2279  DESIGNATION -  85 023 2 P CO
 MB2279  PID         -  MB2279
 MB2279  STATE/COUNTY-  OH/PORTAGE
 MB2279  USGS QUAD   -  MANTUA (1994)
 MB2279
 MB2279                         *CURRENT SURVEY CONTROL
 MB2279  ___________________________________________________________________
 MB2279* NAD 83(1995)-  41 18 37.75563(N)    081 13 04.94914(W)     ADJUSTED  
 MB2279* NAVD 88     -       374.9    (meters)    1230.     (feet)  VERTCON   
 MB2279  ___________________________________________________________________
 MB2279  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 MB2279  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2279
 MB2279  HORZ ORDER  -  SECOND
 MB2279
 MB2279.The horizontal coordinates were established by classical geodetic methods
 MB2279.and adjusted by the National Geodetic Survey in April 1998..
 MB2279
 MB2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2279
 MB2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2279
 MB2279.The geoid height was determined by GEOID03.
 MB2279
 MB2279;                    North         East     Units Scale Factor Converg.
 MB2279;SPC OH N     -   183,329.781   707,340.653   MT  0.99994809   +0 50 31.9
 MB2279;UTM  17      - 4,573,247.996   481,748.699   MT  0.99960410   -0 08 38.2
 MB2279
 MB2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2279!SPC OH N     -   0.99994648  x   0.99994809  =   0.99989457
 MB2279!UTM  17      -   0.99994648  x   0.99960410  =   0.99955060
 MB2279
 MB2279:                Primary Azimuth Mark                     Grid Az
 MB2279:SPC OH N     -  85 024 1 P CO                            089 43 37.0
 MB2279:UTM  17      -  85 024 1 P CO                            090 42 47.1
 MB2279
 MB2279|---------------------------------------------------------------------|
 MB2279| PID    Reference Object                     Distance      Geod. Az  |
 MB2279|                                                           dddmmss.s |
 MB2279| MB2278 85 024 1 P CO                       APPROX. 0.8 KM 0903408.9 |
 MB2279| MB2282 85 023 1 P CO                       300.591 METERS 27022     |
 MB2279|---------------------------------------------------------------------|
 MB2279
 MB2279                          SUPERSEDED SURVEY CONTROL
 MB2279
 MB2279  NAD 83(1986)-  41 18 37.76394(N)    081 13 04.94816(W) AD(       ) 2
 MB2279  NAD 27      -  41 18 37.56407(N)    081 13 05.58340(W) AD(       ) 2
 MB2279  NGVD 29 (07/19/86)  375.1    (m)         1231.     (f) VERT ANG       
 MB2279
 MB2279.Superseded values are not recommended for survey control.
 MB2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2279.See file dsdata.txt to determine how the superseded data were derived.
 MB2279
 MB2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8174973248(NAD 83)
 MB2279_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2279+STABILITY: SURFACE MOTION
 MB2279
 MB2279  HISTORY     - Date     Condition        Report By
 MB2279  HISTORY     - 1977     MONUMENTED       OH-133
 MB2279
 MB2279                          STATION DESCRIPTION
 MB2279
 MB2279'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2279'THE STATION IS ABOUT 4 MILES WEST OF HIRAM, 1-3/4 MILES
 MB2279'NORTH-NORTHEAST OF MANTUA, 1/4 MILE EAST OF MANTUA
 MB2279'CORNERS, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2279'
 MB2279'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2279'AND 44 AT MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR 0.2
 MB2279'MILE TO THE STATION ON THE RIGHT.
 MB2279'
 MB2279'STATION MARK, STAMPED---85-023-2 1977---, IS A PORTAGE COUNTY
 MB2279'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2279'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 102.5 FEET
 MB2279'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, ADDRESS NUMBER
 MB2279'4812, 69.3 FEET NORTH-NORTHEAST OF A PINE TREE, 70.0 FEET WEST
 MB2279'OF TELEPHONE AND POWER POLE NUMBER 4K288, 64.0 FEET SOUTHEAST
 MB2279'OF TELEPHONE AND POWER NUMBER 27-9/1, AND 20.4 FEET SOUTH OF
 MB2279'THE CENTERLINE OF STATE ROUTE 82.
 MB2279'
 MB2279'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2279'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2279'STATIONS 85 023 1 P CO AND 85 024 1 P CO CAN BE USED AS
 MB2279'AZIMUTH MARKS.
 MB2279'
 MB2279'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2278 ***********************************************************************
 MB2278  DESIGNATION -  85 024 1 P CO
 MB2278  PID         -  MB2278
 MB2278  STATE/COUNTY-  OH/PORTAGE
 MB2278  USGS QUAD   -  MANTUA (1994)
 MB2278
 MB2278                         *CURRENT SURVEY CONTROL
 MB2278  ___________________________________________________________________
 MB2278* NAD 83(1995)-  41 18 37.49062(N)    081 12 29.76656(W)     ADJUSTED  
 MB2278* NAVD 88     -       395.5    (meters)    1298.     (feet)  VERTCON   
 MB2278  ___________________________________________________________________
 MB2278  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 MB2278  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2278
 MB2278  HORZ ORDER  -  SECOND
 MB2278
 MB2278.The horizontal coordinates were established by classical geodetic methods
 MB2278.and adjusted by the National Geodetic Survey in April 1998..
 MB2278
 MB2278.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2278
 MB2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2278
 MB2278.The geoid height was determined by GEOID03.
 MB2278
 MB2278;                    North         East     Units Scale Factor Converg.
 MB2278;SPC OH N     -   183,333.681   708,159.020   MT  0.99994809   +0 50 55.0
 MB2278;UTM  17      - 4,573,237.815   482,566.730   MT  0.99960374   -0 08 15.0
 MB2278
 MB2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2278!SPC OH N     -   0.99994325  x   0.99994809  =   0.99989134
 MB2278!UTM  17      -   0.99994325  x   0.99960374  =   0.99954701
 MB2278
 MB2278|---------------------------------------------------------------------|
 MB2278| PID    Reference Object                     Distance      Geod. Az  |
 MB2278|                                                           dddmmss.s |
 MB2278| MB2275 85 024 2 P CO                       236.545 METERS 08557     |
 MB2278| MB2274 MANTUA WU MICROWAVE                 APPROX. 2.5 KM 1680956.0 |
 MB2278| MB2279 85 023 2 P CO                       APPROX. 0.8 KM 2703432.1 |
 MB2278|---------------------------------------------------------------------|
 MB2278
 MB2278                          SUPERSEDED SURVEY CONTROL
 MB2278
 MB2278  NAD 83(1986)-  41 18 37.49884(N)    081 12 29.76557(W) AD(       ) 2
 MB2278  NAD 27      -  41 18 37.29907(N)    081 12 30.40196(W) AD(       ) 2
 MB2278  NGVD 29 (07/19/86)  395.7    (m)         1298.     (f) VERT ANG       
 MB2278
 MB2278.Superseded values are not recommended for survey control.
 MB2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2278.See file dsdata.txt to determine how the superseded data were derived.
 MB2278
 MB2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8256773238(NAD 83)
 MB2278_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2278+STABILITY: SURFACE MOTION
 MB2278
 MB2278  HISTORY     - Date     Condition        Report By
 MB2278  HISTORY     - 1977     MONUMENTED       OH-133
 MB2278
 MB2278                          STATION DESCRIPTION
 MB2278
 MB2278'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2278'THE STATION IS ABOUT 3-1/4 MILES WEST OF HIRAM, 1-3/4
 MB2278'MILES NORTH-NORTHEAST OF MANTUA, 3/4 MILE EAST OF
 MB2278'MANTUA CORNERS, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2278'
 MB2278'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2278'AND 44 AT MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR 0.7
 MB2278'MILE TO THE STATION ON THE RIGHT.
 MB2278'
 MB2278'STATION MARKS, STAMPED---85-024-1 1977---, ARE PORTAGE COUNTY
 MB2278'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2278'CYLINDRICAL CONCRETE POST THAT IS 14 INCHES BELOW THE
 MB2278'GROUND SURFACE.  IT IS 168.5 FEET EAST-NORTHEAST OF POWER POLE
 MB2278'NUMBER 4K308, 114.4 FEET WEST OF POWER POLE NUMBER 4K310,
 MB2278'105.0 FEET EAST OF THE CENTER OF A FARM DRIVE, 57.2 FEET
 MB2278'EAST-NORTHEAST OF POWER POLE NUMBER 4K309, AND 33.8 FEET
 MB2278'SOUTH OF THE CENTERLINE OF STATE ROUTE 82.  THE UNDERGROUND
 MB2278'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 MB2278'BELOW THE GROUND SURFACE.
 MB2278'
 MB2278'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2278'LIGHT ABOVE STATION MARK WAS 2.0 METERS.  STATIONS 85 023 2 P
 MB2278'CO AND 85 024 2 P CO CAN BE USED AS AZIMUTH MARKS.
 MB2278'
 MB2278'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2275 ***********************************************************************
 MB2275  DESIGNATION -  85 024 2 P CO
 MB2275  PID         -  MB2275
 MB2275  STATE/COUNTY-  OH/PORTAGE
 MB2275  USGS QUAD   -  MANTUA (1994)
 MB2275
 MB2275                         *CURRENT SURVEY CONTROL
 MB2275  ___________________________________________________________________
 MB2275* NAD 83(1995)-  41 18 38.03162(N)    081 12 19.62270(W)     ADJUSTED  
 MB2275* NAVD 88     -       398.8    (meters)    1308.     (feet)  VERTCON   
 MB2275  ___________________________________________________________________
 MB2275  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 MB2275  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2275
 MB2275  HORZ ORDER  -  SECOND
 MB2275
 MB2275.The horizontal coordinates were established by classical geodetic methods
 MB2275.and adjusted by the National Geodetic Survey in April 1998..
 MB2275
 MB2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2275
 MB2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2275
 MB2275.The geoid height was determined by GEOID03.
 MB2275
 MB2275;                    North         East     Units Scale Factor Converg.
 MB2275;SPC OH N     -   183,353.866   708,394.690   MT  0.99994810   +0 51 01.6
 MB2275;UTM  17      - 4,573,253.936   482,802.631   MT  0.99960364   -0 08 08.3
 MB2275
 MB2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2275!SPC OH N     -   0.99994273  x   0.99994810  =   0.99989083
 MB2275!UTM  17      -   0.99994273  x   0.99960364  =   0.99954639
 MB2275
 MB2275:                Primary Azimuth Mark                     Grid Az
 MB2275:SPC OH N     -  75 030 1 P CO                            089 58 36.4
 MB2275:UTM  17      -  75 030 1 P CO                            090 57 46.3
 MB2275
 MB2275|---------------------------------------------------------------------|
 MB2275| PID    Reference Object                     Distance      Geod. Az  |
 MB2275|                                                           dddmmss.s |
 MB2275| MB2257 75 030 1 P CO                       APPROX. 1.5 KM 0904938.0 |
 MB2275| MB2278 85 024 1 P CO                       236.545 METERS 26557     |
 MB2275|---------------------------------------------------------------------|
 MB2275
 MB2275                          SUPERSEDED SURVEY CONTROL
 MB2275
 MB2275  NAD 83(1986)-  41 18 38.03981(N)    081 12 19.62168(W) AD(       ) 2
 MB2275  NAD 27      -  41 18 37.84006(N)    081 12 20.25846(W) AD(       ) 2
 MB2275  NGVD 29 (07/19/86)  399.0    (m)         1309.     (f) VERT ANG       
 MB2275
 MB2275.Superseded values are not recommended for survey control.
 MB2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2275.See file dsdata.txt to determine how the superseded data were derived.
 MB2275
 MB2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8280373254(NAD 83)
 MB2275_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2275+STABILITY: SURFACE MOTION
 MB2275
 MB2275  HISTORY     - Date     Condition        Report By
 MB2275  HISTORY     - 1977     MONUMENTED       OH-133
 MB2275
 MB2275                          STATION DESCRIPTION
 MB2275
 MB2275'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2275'THE STATION IS ABOUT 3-1/4 MILE WEST OF HIRAM, 1-3/4 MILES
 MB2275'NORTH-NORTHEAST OF MANTUA, 3/4 MILE EAST OF MANTUA CORNERS,
 MB2275'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2275'
 MB2275'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2275'AND 44 AT MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR 0.85
 MB2275'MILE TO THE STATION ON THE LEFT.
 MB2275'
 MB2275'STATION MARK, STAMPED---85-024-2 1977---, IS A PORTAGE
 MB2275'COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2275'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2275'219.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 MB2275'ADDRESS NUMBER 5182, 91.4 FEET EAST-SOUTHEAST OF POWER POLE
 MB2275'NUMBER 4K314, 89.6 FEET WEST-SOUTHWEST OF POWER POLE NUMBER
 MB2275'47AS/7, 40.5 FEET SOUTHWEST OF A 10-INCH APPLE TREE, AND
 MB2275'25.8 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 82.
 MB2275'
 MB2275'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2275'LIGHT ABOVE STATION MARK WAS 1.6 METERS.  STATIONS 85 024 1 P
 MB2275'CO AND 75 030 1 P CO CAN BE USED AS AZIMUTH MARKS.
 MB2275'
 MB2275'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2261 ***********************************************************************
 MB2261  DESIGNATION -  85 024 3 P CO
 MB2261  PID         -  MB2261
 MB2261  STATE/COUNTY-  OH/PORTAGE
 MB2261  USGS QUAD   -  MANTUA (1994)
 MB2261
 MB2261                         *CURRENT SURVEY CONTROL
 MB2261  ___________________________________________________________________
 MB2261* NAD 83(1995)-  41 18 23.42170(N)    081 11 30.58044(W)     ADJUSTED  
 MB2261* NAVD 88     -       339.0    (meters)    1112.     (feet)  VERTCON   
 MB2261  ___________________________________________________________________
 MB2261  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 MB2261  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2261
 MB2261  HORZ ORDER  -  SECOND
 MB2261
 MB2261.The horizontal coordinates were established by classical geodetic methods
 MB2261.and adjusted by the National Geodetic Survey in April 1998..
 MB2261
 MB2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2261
 MB2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2261
 MB2261.The geoid height was determined by GEOID03.
 MB2261
 MB2261;                    North         East     Units Scale Factor Converg.
 MB2261;SPC OH N     -   182,920.245   709,542.028   MT  0.99994780   +0 51 33.9
 MB2261;UTM  17      - 4,572,800.791   483,941.944   MT  0.99960317   -0 07 35.8
 MB2261
 MB2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2261!SPC OH N     -   0.99995211  x   0.99994780  =   0.99989991
 MB2261!UTM  17      -   0.99995211  x   0.99960317  =   0.99955530
 MB2261
 MB2261:                Primary Azimuth Mark                     Grid Az
 MB2261:SPC OH N     -  75 031 3 P CO                            177 34 10.9
 MB2261:UTM  17      -  75 031 3 P CO                            178 33 20.6
 MB2261
 MB2261|---------------------------------------------------------------------|
 MB2261| PID    Reference Object                     Distance      Geod. Az  |
 MB2261|                                                           dddmmss.s |
 MB2261| MB2260 75 031 3 P CO                       467.091 METERS 1782544.8 |
 MB2261|---------------------------------------------------------------------|
 MB2261
 MB2261                          SUPERSEDED SURVEY CONTROL
 MB2261
 MB2261  NAD 83(1986)-  41 18 23.42976(N)    081 11 30.57940(W) AD(       ) 2
 MB2261  NAD 27      -  41 18 23.22983(N)    081 11 31.21823(W) AD(       ) 2
 MB2261  NGVD 29 (07/19/86)  339.2    (m)         1113.     (f) VERT ANG       
 MB2261
 MB2261.Superseded values are not recommended for survey control.
 MB2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2261.See file dsdata.txt to determine how the superseded data were derived.
 MB2261
 MB2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8394272801(NAD 83)
 MB2261_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2261+STABILITY: SURFACE MOTION
 MB2261
 MB2261  HISTORY     - Date     Condition        Report By
 MB2261  HISTORY     - 1977     MONUMENTED       OH-133
 MB2261
 MB2261                          STATION DESCRIPTION
 MB2261
 MB2261'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2261'THE STATION IS ABOUT 2-1/2 MILES WEST OF HIRAM, 2-1/4 MILES
 MB2261'NORTHEAST OF MANTUA, 1-1/2 MILES EAST OF MANTUA CORNERS, AND ON
 MB2261'THE RIGHT-OF-WAY OF VAUGHN ROAD, TOWNSHIP HIGHWAY 272.
 MB2261'
 MB2261'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2261'AND 82 AT MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR 1.45
 MB2261'MILES TO THE INTERSECTION OF VAUGHN ROAD.  TURN RIGHT AND GO
 MB2261'SOUTH ON VAUGHN ROAD FOR 0.25 MILES TO THE STATION ON THE
 MB2261'RIGHT.
 MB2261'
 MB2261'STATION MARK, STAMPED---85-024-3 1977---, IS A PORTAGE COUNTY
 MB2261'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2261'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 56.9 FEET
 MB2261'WEST-NORTHWEST OF POWER POLE NUMBER A7AR/52, 18.9 FEET WEST
 MB2261'OF THE CENTERLINE OF VAUGHN ROAD, AND 18.3 FEET SOUTH OF A
 MB2261'6-INCH WILD CHERRY TREE.
 MB2261'
 MB2261'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2261'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2261'STATION 75 030 1 P CO AND 75 031 3 P CO CAN BE USED AS AZIMUTH
 MB2261'MARKS.
 MB2261'
 MB2261'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2770 ***********************************************************************
 MB2770  DESIGNATION -  85 027 1 P CO
 MB2770  PID         -  MB2770
 MB2770  STATE/COUNTY-  OH/PORTAGE
 MB2770  USGS QUAD   -  AURORA (1964)
 MB2770
 MB2770                         *CURRENT SURVEY CONTROL
 MB2770  ___________________________________________________________________
 MB2770* NAD 83(1995)-  41 18 10.56967(N)    081 15 07.38724(W)     ADJUSTED  
 MB2770* NAVD 88     -       370.     (meters)    1214.     (feet)  VERTCON   
 MB2770  ___________________________________________________________________
 MB2770  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 MB2770  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2770
 MB2770  HORZ ORDER  -  SECOND
 MB2770
 MB2770.The horizontal coordinates were established by classical geodetic methods
 MB2770.and adjusted by the National Geodetic Survey in April 1998..
 MB2770
 MB2770.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2770
 MB2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2770
 MB2770.The geoid height was determined by GEOID03.
 MB2770
 MB2770;                    North         East     Units Scale Factor Converg.
 MB2770;SPC OH N     -   182,449.921   704,505.084   MT  0.99994755   +0 49 11.4
 MB2770;UTM  17      - 4,572,417.355   478,899.384   MT  0.99960548   -0 09 58.9
 MB2770
 MB2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2770!SPC OH N     -   0.99994728  x   0.99994755  =   0.99989483
 MB2770!UTM  17      -   0.99994728  x   0.99960548  =   0.99955278
 MB2770
 MB2770                          SUPERSEDED SURVEY CONTROL
 MB2770
 MB2770  NAD 83(1986)-  41 18 10.57825(N)    081 15 07.38649(W) AD(       ) 2
 MB2770  NAD 27      -  41 18 10.37802(N)    081 15 08.01731(W) AD(       ) 2
 MB2770  NGVD 29 (07/19/86)  370.     (m)         1214.     (f) VERT ANG       
 MB2770
 MB2770.Superseded values are not recommended for survey control.
 MB2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2770.See file dsdata.txt to determine how the superseded data were derived.
 MB2770
 MB2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7889972417(NAD 83)
 MB2770_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2770+STABILITY: SURFACE MOTION
 MB2770
 MB2770  HISTORY     - Date     Condition        Report By
 MB2770  HISTORY     - 1977     MONUMENTED       OH-133
 MB2770
 MB2770                          STATION DESCRIPTION
 MB2770
 MB2770'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2770'THE STATION IS ABOUT 5-1/2 MILES EAST-SOUTHEAST OF AURORA,
 MB2770'2 MILES NORTHWEST OF MANTUA, 1-1/2 MILES WEST OF MANTUA
 MB2770'CORNERS, AND ON THE RIGHT-OF-WAY OF DIAGONAL ROAD, COUNTY
 MB2770'HIGHWAY 155.
 MB2770'
 MB2770'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2770'AND 82 AT MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 1.2
 MB2770'MILES TO THE INTERSECTION OF DIAGONAL ROAD.  TURN LEFT AND GO
 MB2770'SOUTHWEST ON DIAGONAL ROAD FOR 0.6 MILE TO THE STATION ON THE
 MB2770'RIGHT.
 MB2770'
 MB2770'STATION MARK, STAMPED---85-027-1 1977---, IS A PORTAGE COUNTY
 MB2770'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2770'POST THAT IS FLUSH WITH THE GROUND SURFACE, IT IS 58.0 FEET
 MB2770'WEST-NORTHWEST OF A 30-INCH MAPLE TREE, 76.7 FEET SOUTHWEST
 MB2770'OF A 30-INCH MAPLE TREE, 33.6 FEET WEST OF THAE CENTERLINE OF
 MB2770'DIAGONAL ROAD, AND 4.7 FEET NORTH OF POWER POLE NUMBER MU 1955.
 MB2770'
 MB2770'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2770'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 85 021 1 P CO
 MB2770'CAN BE USED AS AN AZIMUTH MARK.
 MB2770'
 MB2770'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2263 ***********************************************************************
 MB2263  DESIGNATION -  85 030 1 P CO
 MB2263  PID         -  MB2263
 MB2263  STATE/COUNTY-  OH/PORTAGE
 MB2263  USGS QUAD   -  MANTUA (1994)
 MB2263
 MB2263                         *CURRENT SURVEY CONTROL
 MB2263  ___________________________________________________________________
 MB2263* NAD 83(1995)-  41 17 55.44561(N)    081 11 31.05514(W)     ADJUSTED  
 MB2263* NAVD 88     -       361.8    (meters)    1187.     (feet)  VERTCON   
 MB2263  ___________________________________________________________________
 MB2263  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 MB2263  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2263
 MB2263  HORZ ORDER  -  SECOND
 MB2263
 MB2263.The horizontal coordinates were established by classical geodetic methods
 MB2263.and adjusted by the National Geodetic Survey in April 1998..
 MB2263
 MB2263.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2263
 MB2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2263
 MB2263.The geoid height was determined by GEOID03.
 MB2263
 MB2263;                    North         East     Units Scale Factor Converg.
 MB2263;SPC OH N     -   182,057.161   709,543.930   MT  0.99994725   +0 51 33.5
 MB2263;UTM  17      - 4,571,938.099   483,928.998   MT  0.99960318   -0 07 36.1
 MB2263
 MB2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2263!SPC OH N     -   0.99994853  x   0.99994725  =   0.99989578
 MB2263!UTM  17      -   0.99994853  x   0.99960318  =   0.99955173
 MB2263
 MB2263|---------------------------------------------------------------------|
 MB2263| PID    Reference Object                     Distance      Geod. Az  |
 MB2263|                                                           dddmmss.s |
 MB2263| MB2260 75 031 3 P CO                       396.862 METERS 00327     |
 MB2263| MB2262 75 040 1 P CO                       APPROX. 0.7 KM 1790813.9 |
 MB2263|---------------------------------------------------------------------|
 MB2263
 MB2263                          SUPERSEDED SURVEY CONTROL
 MB2263
 MB2263  NAD 83(1986)-  41 17 55.45368(N)    081 11 31.05422(W) AD(       ) 2
 MB2263  NAD 27      -  41 17 55.25343(N)    081 11 31.69315(W) AD(       ) 2
 MB2263  NGVD 29 (07/19/86)  362.0    (m)         1188.     (f) VERT ANG       
 MB2263
 MB2263.Superseded values are not recommended for survey control.
 MB2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2263.See file dsdata.txt to determine how the superseded data were derived.
 MB2263
 MB2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8392971938(NAD 83)
 MB2263_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2263+STABILITY: SURFACE MOTION
 MB2263
 MB2263  HISTORY     - Date     Condition        Report By
 MB2263  HISTORY     - 1977     MONUMENTED       OH-133
 MB2263
 MB2263                          STATION DESCRIPTION
 MB2263
 MB2263'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2263'THE STATION IS ABOUT 5 MILES NORTHWEST OF FREEDOM, 2-3/4
 MB2263'MILES EAST-SOUTHEAST OF HIRAM, 1-3/4 MILES SOUTHEAST OF MANTUA
 MB2263'CORNERS, AND ON THE RIGHT-OF-WAY OF VAUGHN ROAD, TOWNSHIP
 MB2263'HIGHWAY 272.
 MB2263'
 MB2263'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2263'AND 82 AT MANTUA CORNERS, GO EAST ON STATE 82 FOR 1.45 MILES TO
 MB2263'THE INTERSECTION OF VAUGHN ROAD.  TURN
 MB2263'RIGHT AND GO SOUTH ON VAUGHN ROAD FOR 0.7 MILE TO THE
 MB2263'INTERSECTION OF PIONEER TRAIL, COUNTY HIGHWAY 254.  CONTINUE
 MB2263'SOUTH ON VAUGHN ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 MB2263'
 MB2263'STATION MARK, STAMPED---85-030-1 1977---, IS A PORTAGE COUNTY
 MB2263'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2263'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 92.7 FEET
 MB2263'SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY BRICK HOUSE,
 MB2263'ADDRESS NUMBER 11273, 63.5 FEET NORTHEAST OF THE NORTHEAST
 MB2263'CORNER OF A GARAGE TO HOUSE, ADDRESS NUMBER 11261, 30.5 FEET
 MB2263'WEST OF THE CENTERLINE OF VAUGHN ROAD, AND 3.7 FEET
 MB2263'NORTH-NORTHEAST OF TELEPHONE AND POWER POLE NUMBER 54/4.
 MB2263'
 MB2263'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2263'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2263'STATIONS 75 040 1 P CO AND 75 031 3 P CO CAN BE USED AS AZIMUTH
 MB2263'MARKS.
 MB2263'
 MB2263'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2774 ***********************************************************************
 MB2774  DESIGNATION -  85 032 1 P CO
 MB2774  PID         -  MB2774
 MB2774  STATE/COUNTY-  OH/PORTAGE
 MB2774  USGS QUAD   -  AURORA (1964)
 MB2774
 MB2774                         *CURRENT SURVEY CONTROL
 MB2774  ___________________________________________________________________
 MB2774* NAD 83(1995)-  41 17 13.21179(N)    081 15 58.79409(W)     ADJUSTED  
 MB2774* NAVD 88     -       381.5    (meters)    1252.     (feet)  VERTCON   
 MB2774  ___________________________________________________________________
 MB2774  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 MB2774  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2774
 MB2774  HORZ ORDER  -  SECOND
 MB2774
 MB2774.The horizontal coordinates were established by classical geodetic methods
 MB2774.and adjusted by the National Geodetic Survey in April 1998..
 MB2774
 MB2774.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2774
 MB2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2774
 MB2774.The geoid height was determined by GEOID03.
 MB2774
 MB2774;                    North         East     Units Scale Factor Converg.
 MB2774;SPC OH N     -   180,663.695   703,334.389   MT  0.99994645   +0 48 37.7
 MB2774;UTM  17      - 4,570,652.145   477,698.529   MT  0.99960612   -0 10 32.6
 MB2774
 MB2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2774!SPC OH N     -   0.99994544  x   0.99994645  =   0.99989189
 MB2774!UTM  17      -   0.99994544  x   0.99960612  =   0.99955158
 MB2774
 MB2774:                Primary Azimuth Mark                     Grid Az
 MB2774:SPC OH N     -  85 032 3 P CO                            032 00 06.6
 MB2774:UTM  17      -  85 032 3 P CO                            032 59 16.9
 MB2774
 MB2774|---------------------------------------------------------------------|
 MB2774| PID    Reference Object                     Distance      Geod. Az  |
 MB2774|                                                           dddmmss.s |
 MB2774| MB2773 85 032 3 P CO                       411.792 METERS 0324844.3 |
 MB2774| MB2776 85 032 2 P CO                       APPROX. 0.7 KM 2404201.4 |
 MB2774| MB2781 AURORA CARLON CO TANK               APPROX. 2.2 KM 3175804.5 |
 MB2774|---------------------------------------------------------------------|
 MB2774
 MB2774                          SUPERSEDED SURVEY CONTROL
 MB2774
 MB2774  NAD 83(1986)-  41 17 13.22042(N)    081 15 58.79370(W) AD(       ) 2
 MB2774  NAD 27      -  41 17 13.01959(N)    081 15 59.42252(W) AD(       ) 2
 MB2774  NGVD 29 (07/19/86)  381.7    (m)         1252.     (f) VERT ANG       
 MB2774
 MB2774.Superseded values are not recommended for survey control.
 MB2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2774.See file dsdata.txt to determine how the superseded data were derived.
 MB2774
 MB2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7769970652(NAD 83)
 MB2774_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2774+STABILITY: SURFACE MOTION
 MB2774
 MB2774  HISTORY     - Date     Condition        Report By
 MB2774  HISTORY     - 1977     MONUMENTED       OH-133
 MB2774
 MB2774                          STATION DESCRIPTION
 MB2774
 MB2774'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2774'THE STATION IS ABOUT 5-1/4 MILES NORTHEAST OF STREETSBORO, 5
 MB2774'MILES SOUTHEAST OF AURORA, 2-1/2 MILES WEST OF MANTUA, AND ON
 MB2774'THE RIGHT-OF-WAY OF DIAGONAL ROAD, COUNTY HIGHWAY 155.
 MB2774'
 MB2774'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2774'AND 82 IN MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 1.2
 MB2774'MILES TO THE INTERSECTION OF MANTUA CENTER ROAD, TOWNSHIP
 MB2774'HIGHWAY 247, AND DIAGONAL ROAD.  TURN LEFT
 MB2774'AND GO SOUTHWEST ON DIAGONAL ROAD FOR 1.75 MILES TO AZIMUTH
 MB2774'MARK 85 032 3 P CO ON THE LEFT.  CONTINUE SOUTHWEST FOR 0.2 MILE
 MB2774'TO THE STATION ON THE RIGHT.  CONTINUE SOUTHWEST ON DIAGONAL
 MB2774'ROAD FOR 0.25 MILE TO THE INTERSECTION OF MENNONITE ROAD,
 MB2774'COUNTY HIGHWAY 256.  TURN RIGHT AND GO WEST FOR 0.2 MILE TO
 MB2774'AZIMUTH MARK 85 032 2 P CO ON THE RIGHT.
 MB2774'
 MB2774'STATION MARKS, STAMPED---85-032-1 1977---, ARE PORTAGE COUNTY
 MB2774'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2774'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2774'SURFACE.  IT IS 229.2 FEET SOUTHWEST OF POWER POLE NUMBER
 MB2774'108984, 19.6 FEET NORTHEAST OF POWER POLE NUMBER 91819, AND
 MB2774'24.2 FEET NORTHWEST OF THE CENTERLINE OF DIAGONAL ROAD.  THE
 MB2774'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2774'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2774'
 MB2774'AZIMUTH MARK 85 032 2 P CO, STAMPED---85-032-2 1977---, IS A
 MB2774'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2774'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2774'SURFACE.  IT IS NORTH OF THE CENTER OF A DRIVE GOING
 MB2774'SOUTH TO A GAS WELL, 163.4 FEET WEST OF AN OHIO BELL JUNCTION
 MB2774'BOX, 62.5 FEET NORTHWEST OF A GAS LINE MARKER, AND 24.4 FEET
 MB2774'NORTH OF THE CENTERLINE OF MENNONITE ROAD.
 MB2774'
 MB2774'AZIMUTH MARK 85 032 3 P CO, STAMPED---85-032-3 1977---, IS A
 MB2774'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2774'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2774'SURFACE.  IT IS 253 FEET WEST OF AN 18-INCH WILD CHERRY TREE,
 MB2774'47.2 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 40/9, AND 22.2
 MB2774'FEET SOUTHEAST OF THE CENTERLINE OF DIAGONAL ROAD.
 MB2774'
 MB2774'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2774'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2774'
 MB2774'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2776 ***********************************************************************
 MB2776  DESIGNATION -  85 032 2 P CO
 MB2776  PID         -  MB2776
 MB2776  STATE/COUNTY-  OH/PORTAGE
 MB2776  USGS QUAD   -  AURORA (1964)
 MB2776
 MB2776                         *CURRENT SURVEY CONTROL
 MB2776  ___________________________________________________________________
 MB2776* NAD 83(1995)-  41 17 02.84894(N)    081 16 23.27403(W)     ADJUSTED  
 MB2776* NAVD 88     -       363.     (meters)    1191.     (feet)  VERTCON   
 MB2776  ___________________________________________________________________
 MB2776  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 MB2776  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2776
 MB2776  HORZ ORDER  -  SECOND
 MB2776
 MB2776.The horizontal coordinates were established by classical geodetic methods
 MB2776.and adjusted by the National Geodetic Survey in April 1998..
 MB2776
 MB2776.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2776
 MB2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2776
 MB2776.The geoid height was determined by GEOID03.
 MB2776
 MB2776;                    North         East     Units Scale Factor Converg.
 MB2776;SPC OH N     -   180,336.017   702,769.344   MT  0.99994625   +0 48 21.6
 MB2776;UTM  17      - 4,570,334.349   477,128.122   MT  0.99960644   -0 10 48.8
 MB2776
 MB2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2776!SPC OH N     -   0.99994837  x   0.99994625  =   0.99989463
 MB2776!UTM  17      -   0.99994837  x   0.99960644  =   0.99955483
 MB2776
 MB2776                          SUPERSEDED SURVEY CONTROL
 MB2776
 MB2776  NAD 83(1986)-  41 17 02.85762(N)    081 16 23.27369(W) AD(       ) 2
 MB2776  NAD 27      -  41 17 02.65667(N)    081 16 23.90169(W) AD(       ) 2
 MB2776  NGVD 29 (07/19/86)  363.     (m)         1191.     (f) VERT ANG       
 MB2776
 MB2776.Superseded values are not recommended for survey control.
 MB2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2776.See file dsdata.txt to determine how the superseded data were derived.
 MB2776
 MB2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7712870334(NAD 83)
 MB2776_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2776+STABILITY: SURFACE MOTION
 MB2776
 MB2776  HISTORY     - Date     Condition        Report By
 MB2776  HISTORY     - 1977     MONUMENTED       OH-133
 MB2776
 MB2776                          STATION DESCRIPTION
 MB2776
 MB2776'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2776'THE STATION IS ABOUT 5 MILES NORTHEAST OF STREETSBORO,
 MB2776'4-1/2 MILES SOUTHEAST OF AURORA, 2-1/2 MILES WEST OF MANTUA,
 MB2776'AND ON RIGHT-OF-WAY OF MENNONITE ROAD, COUNTY HIGHWAY 256.
 MB2776'
 MB2776'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2776'AND 82 IN MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 1.2
 MB2776'MILES TO THE INTERSECTION OF MANTUA CENTER ROAD, TOWNSHIP
 MB2776'HIGHWAY 247, AND DIAGONAL ROAD.  TURN LEFT AND GO SOUTHWEST ON
 MB2776'DIAGONAL ROAD FOR 1.75 MILES TO STATION 85 032 3 P CO ON THE
 MB2776'LEFT.  CONTINUE SOUTHWEST FOR 0.2 MILE TO STATION 85 032 1 P CO
 MB2776'ON THE RIGHT.  CONTINUE SOUTHWEST ON DIAGONAL ROAD FOR 0.25
 MB2776'MILE TO THE INTERSECTION OF MENNONITE ROAD, COUNTY HIGHWAY
 MB2776'256.  TURN RIGHT AND GO WEST FOR 0.2 MILE TO THE STATION ON THE
 MB2776'RIGHT.
 MB2776'
 MB2776'STATION MARK, STAMPED---85-032-2 1977---, IS A PORTAGE COUNTY
 MB2776'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2776'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS NORTH OF THE
 MB2776'CENTER OF A DRIVE GOING SOUTH TO A GAS WELL, 163.4 FEET WEST OF
 MB2776'AN OHIO BELL JUNCTION BOX, 62.5 FEET NORTHWEST OF A GAS LINE
 MB2776'MARKER, AND 24.4 FEET NORTH OF THE CENTERLINE OF MENNONITE
 MB2776'ROAD.
 MB2776'
 MB2776'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2776'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 85 032 1 P CO
 MB2776'CAN BE USED AS AN AZIMUTH MARK.
 MB2776'
 MB2776'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2773 ***********************************************************************
 MB2773  DESIGNATION -  85 032 3 P CO
 MB2773  PID         -  MB2773
 MB2773  STATE/COUNTY-  OH/PORTAGE
 MB2773  USGS QUAD   -  AURORA (1964)
 MB2773
 MB2773                         *CURRENT SURVEY CONTROL
 MB2773  ___________________________________________________________________
 MB2773* NAD 83(1995)-  41 17 24.43022(N)    081 15 49.20391(W)     ADJUSTED  
 MB2773* NAVD 88     -       374.     (meters)    1227.     (feet)  VERTCON   
 MB2773  ___________________________________________________________________
 MB2773  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 MB2773  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB2773
 MB2773  HORZ ORDER  -  SECOND
 MB2773
 MB2773.The horizontal coordinates were established by classical geodetic methods
 MB2773.and adjusted by the National Geodetic Survey in April 1998..
 MB2773
 MB2773.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2773
 MB2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2773
 MB2773.The geoid height was determined by GEOID03.
 MB2773
 MB2773;                    North         East     Units Scale Factor Converg.
 MB2773;SPC OH N     -   181,012.888   703,552.605   MT  0.99994665   +0 48 44.0
 MB2773;UTM  17      - 4,570,997.413   477,922.646   MT  0.99960600   -0 10 26.4
 MB2773
 MB2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2773!SPC OH N     -   0.99994665  x   0.99994665  =   0.99989330
 MB2773!UTM  17      -   0.99994665  x   0.99960600  =   0.99955267
 MB2773
 MB2773                          SUPERSEDED SURVEY CONTROL
 MB2773
 MB2773  NAD 83(1986)-  41 17 24.43883(N)    081 15 49.20348(W) AD(       ) 2
 MB2773  NAD 27      -  41 17 24.23813(N)    081 15 49.83262(W) AD(       ) 2
 MB2773  NGVD 29 (07/19/86)  374.     (m)         1227.     (f) VERT ANG       
 MB2773
 MB2773.Superseded values are not recommended for survey control.
 MB2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2773.See file dsdata.txt to determine how the superseded data were derived.
 MB2773
 MB2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7792370997(NAD 83)
 MB2773_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2773+STABILITY: SURFACE MOTION
 MB2773
 MB2773  HISTORY     - Date     Condition        Report By
 MB2773  HISTORY     - 1977     MONUMENTED       OH-133
 MB2773
 MB2773                          STATION DESCRIPTION
 MB2773
 MB2773'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2773'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF STREETSBORO,
 MB2773'5 MILES SOUTHEAST OF AURORA, 2 MILES WEST OF MANTUA, AND ON
 MB2773'THE RIGHT-OF-WAY OF DIAGONAL ROAD, COUNTY HIGHWAY 156.
 MB2773'
 MB2773'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2773'AND 82 IN MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 1.2
 MB2773'MILES TO THE INTERSECTION OF MANTUA CENTER ROAD, TOWNSHIP
 MB2773'HIGHWAY 247, AND DIAGONAL ROAD.  TURN LEFT AND GO SOUTHWEST
 MB2773'ON DIAGONAL ROAD FOR 1.75 MILES TO THE STATION ON THE LEFT.
 MB2773'
 MB2773'STATION MARK, STAMPED---85-032-3 1977---, IS A PORTAGE COUNTY
 MB2773'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2773'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 253 FEET
 MB2773'WEST OF AN 18-INCH WILD CHERRY TREE, 47.2 FEET SOUTHEAST OF
 MB2773'TELEPHONE POLE NUMBER 40/9, AND 22.2 FEET SOUTHEAST OF THE
 MB2773'CENTERLINE OF DIAGONAL ROAD.
 MB2773'
 MB2773'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2773'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 85 032 1 P CO
 MB2773'CAN BE USED AS AN AZIMUTH MARK.
 MB2773'
 MB2773'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2264 ***********************************************************************
 MB2264  DESIGNATION -  85 036 1 P CO
 MB2264  PID         -  MB2264
 MB2264  STATE/COUNTY-  OH/PORTAGE
 MB2264  USGS QUAD   -  MANTUA (1994)
 MB2264
 MB2264                         *CURRENT SURVEY CONTROL
 MB2264  ___________________________________________________________________
 MB2264* NAD 83(1995)-  41 17 16.07458(N)    081 11 31.25055(W)     ADJUSTED  
 MB2264* NAVD 88     -       346.     (meters)    1135.     (feet)  VERTCON   
 MB2264  ___________________________________________________________________
 MB2264  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 MB2264  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB2264
 MB2264  HORZ ORDER  -  SECOND
 MB2264
 MB2264.The horizontal coordinates were established by classical geodetic methods
 MB2264.and adjusted by the National Geodetic Survey in April 1998..
 MB2264
 MB2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2264
 MB2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2264
 MB2264.The geoid height was determined by GEOID03.
 MB2264
 MB2264;                    North         East     Units Scale Factor Converg.
 MB2264;SPC OH N     -   180,842.702   709,557.598   MT  0.99994650   +0 51 33.4
 MB2264;UTM  17      - 4,570,724.002   483,921.768   MT  0.99960318   -0 07 36.1
 MB2264
 MB2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2264!SPC OH N     -   0.99995104  x   0.99994650  =   0.99989754
 MB2264!UTM  17      -   0.99995104  x   0.99960318  =   0.99955424
 MB2264
 MB2264:                Primary Azimuth Mark                     Grid Az
 MB2264:SPC OH N     -  75 040 1 P CO                            000 45 43.9
 MB2264:UTM  17      -  75 040 1 P CO                            001 44 53.4
 MB2264
 MB2264|---------------------------------------------------------------------|
 MB2264| PID    Reference Object                     Distance      Geod. Az  |
 MB2264|                                                           dddmmss.s |
 MB2264| MB2262 75 040 1 P CO                       APPROX. 0.5 KM 0013717.3 |
 MB2264| MB2274 MANTUA WU MICROWAVE                 APPROX. 0.8 KM 2733608.8 |
 MB2264|---------------------------------------------------------------------|
 MB2264
 MB2264                          SUPERSEDED SURVEY CONTROL
 MB2264
 MB2264  NAD 83(1986)-  41 17 16.08264(N)    081 11 31.24982(W) AD(       ) 2
 MB2264  NAD 27      -  41 17 15.88188(N)    081 11 31.88882(W) AD(       ) 2
 MB2264  NGVD 29 (07/19/86)  346.     (m)         1135.     (f) VERT ANG       
 MB2264
 MB2264.Superseded values are not recommended for survey control.
 MB2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2264.See file dsdata.txt to determine how the superseded data were derived.
 MB2264
 MB2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8392270724(NAD 83)
 MB2264_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2264+STABILITY: SURFACE MOTION
 MB2264
 MB2264  HISTORY     - Date     Condition        Report By
 MB2264  HISTORY     - 1977     MONUMENTED       OH-133
 MB2264
 MB2264                          STATION DESCRIPTION
 MB2264
 MB2264'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2264'THE STATION IS A ABOUT 5-1/4 MILES WEST OF GARRETTSVILLE, 3
 MB2264'MILES SOUTHWEST OF HIRAM, 1-1/2 MILES EAST OF MANTUA, AND ON
 MB2264'THE RIGHT-OF-WAY OF VAUGHN ROAD, TOWNSHIP HIGHWAY 272.
 MB2264'
 MB2264'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2264'AND 82 AT MANTUA CORNERS, GO EAST ON STATE ROUTE 82 FOR 1.45
 MB2264'MILES TO THE INTERSECTION OF VAUGHN ROAD.
 MB2264'TURN RIGHT AND GO SOUTH ON VAUGHN ROAD FOR 1.65 MILES TO THE
 MB2264'STATION ON THE RIGHT.
 MB2264'
 MB2264'STATION MARK, STAMPED---85-036-1 1977---, IS A PORTAGE COUNTY
 MB2264'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2264'POST THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 119.3
 MB2264'FEET NORTHWEST OF TELEPHONE POLE NUMBER HR80, 22.4 FEET
 MB2264'NORTHEAST OF 4-INCH MAPLE TREE, 11.4 FEET SOUTHEAST OF A
 MB2264'10-INCH DOUBLE TRUNKED WILD CHERRY TREE, AND 19.2 FEET WEST OF
 MB2264'THE CENTERLINE OF VAUGHN ROAD.
 MB2264'
 MB2264'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2264'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2264'STATION 75 040 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2264'
 MB2264'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2783 ***********************************************************************
 MB2783  DESIGNATION -  85 037 1 P CO
 MB2783  PID         -  MB2783
 MB2783  STATE/COUNTY-  OH/PORTAGE
 MB2783  USGS QUAD   -  AURORA (1964)
 MB2783
 MB2783                         *CURRENT SURVEY CONTROL
 MB2783  ___________________________________________________________________
 MB2783* NAD 83(1995)-  41 16 30.61903(N)    081 17 19.03489(W)     ADJUSTED  
 MB2783* NAVD 88     -       368.     (meters)    1207.     (feet)  VERTCON   
 MB2783  ___________________________________________________________________
 MB2783  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 MB2783  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2783
 MB2783  HORZ ORDER  -  SECOND
 MB2783
 MB2783.The horizontal coordinates were established by classical geodetic methods
 MB2783.and adjusted by the National Geodetic Survey in April 1998..
 MB2783
 MB2783.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2783
 MB2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2783
 MB2783.The geoid height was determined by GEOID03.
 MB2783
 MB2783;                    North         East     Units Scale Factor Converg.
 MB2783;SPC OH N     -   179,323.743   701,485.781   MT  0.99994568   +0 47 44.9
 MB2783;UTM  17      - 4,569,344.654   475,827.767   MT  0.99960719   -0 11 25.4
 MB2783
 MB2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2783!SPC OH N     -   0.99994759  x   0.99994568  =   0.99989327
 MB2783!UTM  17      -   0.99994759  x   0.99960719  =   0.99955480
 MB2783
 MB2783                          SUPERSEDED SURVEY CONTROL
 MB2783
 MB2783  NAD 83(1986)-  41 16 30.62783(N)    081 17 19.03486(W) AD(       ) 2
 MB2783  NAD 27      -  41 16 30.42650(N)    081 17 19.66058(W) AD(       ) 2
 MB2783  NGVD 29 (07/19/86)  368.     (m)         1207.     (f) VERT ANG       
 MB2783
 MB2783.Superseded values are not recommended for survey control.
 MB2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2783.See file dsdata.txt to determine how the superseded data were derived.
 MB2783
 MB2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7582869345(NAD 83)
 MB2783_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2783+STABILITY: SURFACE MOTION
 MB2783
 MB2783  HISTORY     - Date     Condition        Report By
 MB2783  HISTORY     - 1977     MONUMENTED       OH-133
 MB2783
 MB2783                          STATION DESCRIPTION
 MB2783
 MB2783'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2783'THE STATION IS ABOUT 4-1/4 MILES SOUTHEAST OF AURORA, 4 MILES
 MB2783'NORTHEAST OF STREETSBORO, 3 MILES WEST-SOUTHWEST OF MANTUA, AND
 MB2783'ON RIGHT-OF-WAY OF BARTLETT ROAD, COUNTY HIGHWAY 208.
 MB2783'
 MB2783'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 44
 MB2783'AND 82 IN MANTUA CORNERS, GO WEST ON STATE ROUTE 82 FOR 1.2
 MB2783'MILES TO THE INTERSECTION OF MANTUA CENTER ROAD, TOWNSHIP
 MB2783'HIGHWAY 247, AND DIAGONAL ROAD, COUNTY HIGHWAY 155.  TURN
 MB2783'LEFT AND GO SOUTHWEST ON DIAGONAL ROAD FOR 1.85 MILES TO THE
 MB2783'T-INTERSECTION OF BARTLETT ROAD.  TURN RIGHT AND GO WEST ON
 MB2783'BARTLETT ROAD FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 MB2783'
 MB2783'STATION MARK, STAMPED---85-037-1 1977---, IS A PORTAGE COUNTY
 MB2783'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2783'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 142.1 FEET
 MB2783'NORTHEAST OF A TRIPLE-TRUNKED 4-INCH ASH TREE, 46.8 FEET NORTH
 MB2783'OF A 6-INCH WILD CHERRY TREE, 19.2 FEET NORTH OF THE CENTERLINE
 MB2783'OF BARTLETT ROAD, AND 4.6 FEET SOUTH OF A TELEPHONE AND POWER
 MB2783'POLE.
 MB2783'
 MB2783'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2783'LIGHT ABOVE STATION MARK WAS 1.5 METERS.  STATION 84 110 2 P
 MB2783'CO CAN BE USED AS AN AZIMUTH MARK.
 MB2783'
 MB2783'DESCRIBED BY D.A. TANNERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2267 ***********************************************************************
 MB2267  DESIGNATION -  85 042 1 P CO
 MB2267  PID         -  MB2267
 MB2267  STATE/COUNTY-  OH/PORTAGE
 MB2267  USGS QUAD   -  MANTUA (1994)
 MB2267
 MB2267                         *CURRENT SURVEY CONTROL
 MB2267  ___________________________________________________________________
 MB2267* NAD 83(1995)-  41 16 31.95858(N)    081 11 31.68813(W)     ADJUSTED  
 MB2267* NAVD 88     -       374.6    (meters)    1229.     (feet)  VERTCON   
 MB2267  ___________________________________________________________________
 MB2267  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 MB2267  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB2267
 MB2267  HORZ ORDER  -  SECOND
 MB2267
 MB2267.The horizontal coordinates were established by classical geodetic methods
 MB2267.and adjusted by the National Geodetic Survey in April 1998..
 MB2267
 MB2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2267
 MB2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2267
 MB2267.The geoid height was determined by GEOID03.
 MB2267
 MB2267;                    North         East     Units Scale Factor Converg.
 MB2267;SPC OH N     -   179,481.805   709,567.825   MT  0.99994570   +0 51 33.1
 MB2267;UTM  17      - 4,569,363.598   483,908.581   MT  0.99960319   -0 07 36.3
 MB2267
 MB2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2267!SPC OH N     -   0.99994652  x   0.99994570  =   0.99989222
 MB2267!UTM  17      -   0.99994652  x   0.99960319  =   0.99954973
 MB2267
 MB2267                          SUPERSEDED SURVEY CONTROL
 MB2267
 MB2267  NAD 83(1986)-  41 16 31.96665(N)    081 11 31.68761(W) AD(       ) 2
 MB2267  NAD 27      -  41 16 31.76551(N)    081 11 32.32673(W) AD(       ) 2
 MB2267  NGVD 29 (07/19/86)  374.8    (m)         1230.     (f) VERT ANG       
 MB2267
 MB2267.Superseded values are not recommended for survey control.
 MB2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2267.See file dsdata.txt to determine how the superseded data were derived.
 MB2267
 MB2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8390969364(NAD 83)
 MB2267_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2267+STABILITY: SURFACE MOTION
 MB2267
 MB2267  HISTORY     - Date     Condition        Report By
 MB2267  HISTORY     - 1977     MONUMENTED       OH-133
 MB2267
 MB2267                          STATION DESCRIPTION
 MB2267
 MB2267'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2267'THE STATION IS ABOUT 3-3/4 MILES NORTHWEST OF FREEDOM, 3-1/2
 MB2267'MILES SOUTHEAST OF MANTUA, 3-1/2 MILES NORTHEAST OF
 MB2267'SHALERSVILLE, AND ON THE RIGHT-OF-WAY OF VAUGHN ROAD, TOWNSHIP
 MB2267'HIGHWAY 272.
 MB2267'
 MB2267'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2267'AND 44 IN SHALERSVILLE, GO NORTH ON STATE ROUTE 44 FOR 2.0 MILES
 MB2267'TO THE INTERSECTION OF GOODELL ROAD, COUNTY HIGHWAY 220.  TURN
 MB2267'RIGHT ON GOODELL ROAD AND GO EAST FOR 2.0 MILES TO THE
 MB2267'INTERSECTION OF VAUGHN ROAD.  TURN LEFT AND GO NORTH ON VAUGHN
 MB2267'ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 MB2267'
 MB2267'STATION MARK, STAMPED---85-042-1 1977---, IS A PORTAGE COUNTY BRASS
 MB2267'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST
 MB2267'THAT IS 10 INCHES BELOW THE GROUND SURFACE.  IT IS 169.7
 MB2267'FEET NORTH OF A POWER POLE, 97.4 FEET SOUTH OF POWER POLE
 MB2267'NUMBER MU1256 AND 15.6 FEET WEST OF THE CENTERLINE OF VAUGHN
 MB2267'ROAD.
 MB2267'
 MB2267'AZIMUTH MARK 74 083 1 P CO IS A 1/2-INCH IRON PIPE IN THE
 MB2267'CENTER OF VAUGHN ROAD AND ABOUT 4 INCHES BELOW THE ROAD
 MB2267'SURFACE.  IT IS 74.07 FEET NORTH-NORTHEAST OF A SPIKE AND
 MB2267'WASHER IN THE EAST SIDE OF A POWER POLE, 45.58 FEET NORTHEAST
 MB2267'OF A BRIDGE SPIKE IN THE EAST SIDE OF A 36-INCH MAPLE TREE,
 MB2267'24.45 FEET NORTHEAST OF A BRIDGE SPIKE IN THE NORTH SIDE OF
 MB2267'A 36-INCH ASH TREE, AND 29.95 FEET EAST OF A 1-INCH IRON
 MB2267'PIPE ON THE RIGHT-OF-WAY OF VAUGHN ROAD.
 MB2267'
 MB2267'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2267'LIGHT ABOVE STATION MARK WAS 2.0 METERS.  STATION 75 050 1 P
 MB2267'CO CAN BE USED AS AN AZIMUTH MARK.
 MB2267'
 MB2267'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0578 ***********************************************************************
 KZ0578  DESIGNATION -  850
 KZ0578  PID         -  KZ0578
 KZ0578  STATE/COUNTY-  OH/HANCOCK
 KZ0578  USGS QUAD   -  ARLINGTON (1972)
 KZ0578
 KZ0578                         *CURRENT SURVEY CONTROL
 KZ0578  ___________________________________________________________________
 KZ0578* NAD 83(1986)-  40 53 55.     (N)    083 43 38.     (W)     SCALED    
 KZ0578* NAVD 88     -       258.727  (meters)     848.84   (feet)  POSTED    
 KZ0578  ___________________________________________________________________
 KZ0578  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 KZ0578  DYNAMIC HT  -         258.600 (meters)     848.42  (feet)  COMP
 KZ0578  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 KZ0578
 KZ0578  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KZ0578
 KZ0578.The horizontal coordinates were scaled from a topographic map and have
 KZ0578.an estimated accuracy of +/- 6 seconds.
 KZ0578
 KZ0578.The orthometric height was determined by differential leveling
 KZ0578.and adjusted by the National Geodetic Survey in 1992..
 KZ0578.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KZ0578.rate of 0.0 thru 1.0 mm/km.
 KZ0578
 KZ0578.The geoid height was determined by GEOID03.
 KZ0578
 KZ0578.The dynamic height is computed by dividing the NAVD 88
 KZ0578.geopotential number by the normal gravity value computed on the
 KZ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0578.degrees latitude (g = 980.6199 gals.).
 KZ0578
 KZ0578.The modeled gravity was interpolated from observed gravity values.
 KZ0578
 KZ0578;                    North         East    Units  Estimated Accuracy
 KZ0578;SPC OH N     -   137,530.      496,600.      MT  (+/- 180 meters Scaled)
 KZ0578
 KZ0578                          SUPERSEDED SURVEY CONTROL
 KZ0578
 KZ0578  NGVD 29 (??/??/92)  258.864  (m)          849.29   (f) ADJ UNCH    2 0
 KZ0578
 KZ0578.Superseded values are not recommended for survey control.
 KZ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0578.See file dsdata.txt to determine how the superseded data were derived.
 KZ0578
 KZ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF702310(NAD 83)
 KZ0578_MARKER: DD = SURVEY DISK
 KZ0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0578_SP_SET: FOUNDATION
 KZ0578_STAMPING: 850 ADJ 1903
 KZ0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0578
 KZ0578  HISTORY     - Date     Condition        Report By
 KZ0578  HISTORY     - 1903     MONUMENTED       USGS
 KZ0578  HISTORY     - 1940     GOOD             NGS
 KZ0578
 KZ0578                          STATION DESCRIPTION
 KZ0578
 KZ0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KZ0578'AT JENERA.
 KZ0578'AT JENERA, HANCOCK COUNTY, IN THE EAST FACE OF THE FOUNDATION
 KZ0578'OF THE METHODIST CHURCH, AT THE NORTHEAST CORNER OF THE
 KZ0578'BUILDING, 26.5 FEET NORTH OF THE EAST ENTRANCE, 58.8 FEET
 KZ0578'WEST OF THE CENTERLINE OF THE STREET, AND ABOUT 4.3 FEET ABOVE
 KZ0578'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KZ0578'STAMPED 850 ADJ 1903 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0675 ***********************************************************************
 KZ0675  DESIGNATION -  851
 KZ0675  PID         -  KZ0675
 KZ0675  STATE/COUNTY-  OH/COSHOCTON
 KZ0675  USGS QUAD   -  BRINKHAVEN (1982)
 KZ0675
 KZ0675                         *CURRENT SURVEY CONTROL
 KZ0675  ___________________________________________________________________
 KZ0675* NAD 83(1986)-  40 23 58.     (N)    082 10 36.     (W)     SCALED    
 KZ0675* NAVD 88     -       259.108  (meters)     850.09   (feet)  ADJUSTED  
 KZ0675  ___________________________________________________________________
 KZ0675  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KZ0675  DYNAMIC HT  -         258.978 (meters)     849.66  (feet)  COMP
 KZ0675  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 KZ0675
 KZ0675  VERT ORDER  -  SECOND    CLASS 0
 KZ0675
 KZ0675.The horizontal coordinates were scaled from a topographic map and have
 KZ0675.an estimated accuracy of +/- 6 seconds.
 KZ0675
 KZ0675.The orthometric height was determined by differential leveling
 KZ0675.and adjusted by the National Geodetic Survey in June 1991..
 KZ0675
 KZ0675.The geoid height was determined by GEOID03.
 KZ0675
 KZ0675.The dynamic height is computed by dividing the NAVD 88
 KZ0675.geopotential number by the normal gravity value computed on the
 KZ0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0675.degrees latitude (g = 980.6199 gals.).
 KZ0675
 KZ0675.The modeled gravity was interpolated from observed gravity values.
 KZ0675
 KZ0675;                    North         East    Units  Estimated Accuracy
 KZ0675;SPC OH N     -    81,420.      627,450.      MT  (+/- 180 meters Scaled)
 KZ0675
 KZ0675                          SUPERSEDED SURVEY CONTROL
 KZ0675
 KZ0675  NGVD 29 (??/??/92)  259.312  (m)          850.76   (f) ADJ UNCH    2 0
 KZ0675
 KZ0675.Superseded values are not recommended for survey control.
 KZ0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0675.See file dsdata.txt to determine how the superseded data were derived.
 KZ0675
 KZ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME001727(NAD 83)
 KZ0675_MARKER: Z = SEE DESCRIPTION
 KZ0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0675_SP_SET: ABUTMENT
 KZ0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0675
 KZ0675  HISTORY     - Date     Condition        Report By
 KZ0675  HISTORY     - UNK      MONUMENTED       USGS
 KZ0675  HISTORY     - 1934     GOOD             NGS
 KZ0675
 KZ0675                          STATION DESCRIPTION
 KZ0675
 KZ0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0675'2.1 MI S FROM CAVALLO.
 KZ0675'2.1 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KZ0675'AT CAVALLO, COSHOCTON COUNTY, ON THE TOP OF THE NORTH END OF THE
 KZ0675'EAST ABUTMENT OF BRIDGE 18 OVER THE MOCHICAN RIVER, 9 FEET
 KZ0675'NORTH OF THE NORTH RAIL, AND ABOUT 1-1/2-FEET LOWER THAN THE
 KZ0675'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0450 ***********************************************************************
 MD0450  DESIGNATION -  854
 MD0450  PID         -  MD0450
 MD0450  STATE/COUNTY-  OH/DEFIANCE
 MD0450  USGS QUAD   -  HICKSVILLE (1979)
 MD0450
 MD0450                         *CURRENT SURVEY CONTROL
 MD0450  ___________________________________________________________________
 MD0450* NAD 83(1986)-  41 19 27.     (N)    084 48 13.     (W)     SCALED    
 MD0450* NAVD 88     -       259.938  (meters)     852.81   (feet)  ADJUSTED  
 MD0450  ___________________________________________________________________
 MD0450  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MD0450  DYNAMIC HT  -         259.835 (meters)     852.48  (feet)  COMP
 MD0450  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 MD0450
 MD0450  VERT ORDER  -  SECOND    CLASS 0
 MD0450
 MD0450.The horizontal coordinates were scaled from a topographic map and have
 MD0450.an estimated accuracy of +/- 6 seconds.
 MD0450
 MD0450.The orthometric height was determined by differential leveling
 MD0450.and adjusted by the National Geodetic Survey in June 1991..
 MD0450
 MD0450.The geoid height was determined by GEOID03.
 MD0450
 MD0450.The dynamic height is computed by dividing the NAVD 88
 MD0450.geopotential number by the normal gravity value computed on the
 MD0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0450.degrees latitude (g = 980.6199 gals.).
 MD0450
 MD0450.The modeled gravity was interpolated from observed gravity values.
 MD0450
 MD0450;                    North         East    Units  Estimated Accuracy
 MD0450;SPC OH N     -   186,610.      407,170.      MT  (+/- 180 meters Scaled)
 MD0450
 MD0450                          SUPERSEDED SURVEY CONTROL
 MD0450
 MD0450  NGVD 29 (??/??/92)  260.084  (m)          853.29   (f) ADJ UNCH    2 0
 MD0450
 MD0450.Superseded values are not recommended for survey control.
 MD0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0450.See file dsdata.txt to determine how the superseded data were derived.
 MD0450
 MD0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL838770(NAD 83)
 MD0450_MARKER: P = PIPE CAP
 MD0450_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MD0450_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MD0450_STAMPING: OHIO 854
 MD0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0450
 MD0450  HISTORY     - Date     Condition        Report By
 MD0450  HISTORY     - UNK      MONUMENTED       USGS
 MD0450  HISTORY     - 1946     GOOD             NGS
 MD0450
 MD0450                          STATION DESCRIPTION
 MD0450
 MD0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 MD0450'3 MI NW FROM HICKSVILLE.
 MD0450'ABOUT 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE HIGH
 MD0450'SCHOOL AT HICKSVILLE, ABOUT 2.65 MILES SOUTHEAST ALONG STATE
 MD0450'HIGHWAY 8 FROM THE CROSSROADS AT NEWVILLE, INDIANA, DE KALB
 MD0450'COUNTY, AT A CROSS ROAD AND THE INDIANA OHIO STATE LINE, 24 FEET
 MD0450'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 18, 40 FEET EAST
 MD0450'OF THE CENTER LINE OF THE STATE LINE ROAD, 8.5 FEET NORTHEAST OF
 MD0450'A SMALL ELM TREE, 4.7 FEET NORTHWEST OF THE OHIO STATE LINE SIGN,
 MD0450'ABOUT 1 FOOT ABOVE THE HIGHWAY, AND PROJECTING 10 INCHES.
 MD0450'NOTE-- HIGHWAY 8 IN INDIANA AND 18 IN OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0851 ***********************************************************************
 JY0851  DESIGNATION -  854
 JY0851  PID         -  JY0851
 JY0851  STATE/COUNTY-  OH/PICKAWAY
 JY0851  USGS QUAD   -  CIRCLEVILLE (1995)
 JY0851
 JY0851                         *CURRENT SURVEY CONTROL
 JY0851  ___________________________________________________________________
 JY0851* NAD 83(1986)-  39 33 49.     (N)    082 53 04.     (W)     SCALED    
 JY0851* NAVD 88     -       260.162  (meters)     853.55   (feet)  ADJUSTED  
 JY0851  ___________________________________________________________________
 JY0851  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JY0851  DYNAMIC HT  -         260.007 (meters)     853.04  (feet)  COMP
 JY0851  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 JY0851
 JY0851  VERT ORDER  -  SECOND    CLASS 0
 JY0851
 JY0851.The horizontal coordinates were scaled from a topographic map and have
 JY0851.an estimated accuracy of +/- 6 seconds.
 JY0851
 JY0851.The orthometric height was determined by differential leveling
 JY0851.and adjusted by the National Geodetic Survey in June 1991..
 JY0851
 JY0851.The geoid height was determined by GEOID03.
 JY0851
 JY0851.The dynamic height is computed by dividing the NAVD 88
 JY0851.geopotential number by the normal gravity value computed on the
 JY0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0851.degrees latitude (g = 980.6199 gals.).
 JY0851
 JY0851.The modeled gravity was interpolated from observed gravity values.
 JY0851
 JY0851;                    North         East    Units  Estimated Accuracy
 JY0851;SPC OH S     -   173,650.      566,970.      MT  (+/- 180 meters Scaled)
 JY0851
 JY0851                          SUPERSEDED SURVEY CONTROL
 JY0851
 JY0851  NGVD 29 (??/??/92)  260.319  (m)          854.06   (f) ADJ UNCH    2 0
 JY0851
 JY0851.Superseded values are not recommended for survey control.
 JY0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0851.See file dsdata.txt to determine how the superseded data were derived.
 JY0851
 JY0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD381810(NAD 83)
 JY0851_MARKER: DD = SURVEY DISK
 JY0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0851_STAMPING: 854
 JY0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0851+STABILITY: SURFACE MOTION
 JY0851
 JY0851  HISTORY     - Date     Condition        Report By
 JY0851  HISTORY     - UNK      MONUMENTED       USGS
 JY0851  HISTORY     - 1936     GOOD             NGS
 JY0851
 JY0851                          STATION DESCRIPTION
 JY0851
 JY0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JY0851'4.4 MI E FROM CIRCLEVILLE.
 JY0851'4.4 MILES EAST ALONG STATE HIGHWAY 56 FROM THE COUNTY COURTHOSUE
 JY0851'AT CIRCLEVILLE, PICKAWAY COUNTY, AT THATCHER, 34 YARDS NORTH OF
 JY0851'THE NORTHWEST CORNER OF A SOHIO SERVICE STATION, 17 YARDS SOUTHEAST
 JY0851'OF THE GEORGE POLING HOUSE, 14 YARDS WEST OF THE CENTERLNE OF THE
 JY0851'HIGHWAY, ONE YARD SOUTHEAST OF A MAPLE TREE, 2 FEET NORTH OF A FENCE
 JY0851'CORNER, AND ABOUT ONE FOOT LOWER THAN THE HIGHWAY.  A UNITED STATES
 JY0851'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 854 AND SET IN THE TOP
 JY0851'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0582 ***********************************************************************
 KZ0582  DESIGNATION -  855
 KZ0582  PID         -  KZ0582
 KZ0582  STATE/COUNTY-  OH/HANCOCK
 KZ0582  USGS QUAD   -  ARLINGTON (1972)
 KZ0582
 KZ0582                         *CURRENT SURVEY CONTROL
 KZ0582  ___________________________________________________________________
 KZ0582* NAD 83(1986)-  40 53 58.     (N)    083 40 45.     (W)     SCALED    
 KZ0582* NAVD 88     -       260.215  (meters)     853.72   (feet)  POSTED    
 KZ0582  ___________________________________________________________________
 KZ0582  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 KZ0582  DYNAMIC HT  -         260.090 (meters)     853.31  (feet)  COMP
 KZ0582  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 KZ0582
 KZ0582  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KZ0582
 KZ0582.The horizontal coordinates were scaled from a topographic map and have
 KZ0582.an estimated accuracy of +/- 6 seconds.
 KZ0582
 KZ0582.The orthometric height was determined by differential leveling
 KZ0582.and adjusted by the National Geodetic Survey in 1992..
 KZ0582.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KZ0582.rate of 0.0 thru 1.0 mm/km.
 KZ0582
 KZ0582.The geoid height was determined by GEOID03.
 KZ0582
 KZ0582.The dynamic height is computed by dividing the NAVD 88
 KZ0582.geopotential number by the normal gravity value computed on the
 KZ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0582.degrees latitude (g = 980.6199 gals.).
 KZ0582
 KZ0582.The modeled gravity was interpolated from observed gravity values.
 KZ0582
 KZ0582;                    North         East    Units  Estimated Accuracy
 KZ0582;SPC OH N     -   137,570.      500,650.      MT  (+/- 180 meters Scaled)
 KZ0582
 KZ0582                          SUPERSEDED SURVEY CONTROL
 KZ0582
 KZ0582  NGVD 29 (??/??/92)  260.351  (m)          854.17   (f) ADJ UNCH    2 0
 KZ0582
 KZ0582.Superseded values are not recommended for survey control.
 KZ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0582.See file dsdata.txt to determine how the superseded data were derived.
 KZ0582
 KZ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF743310(NAD 83)
 KZ0582_MARKER: Q = CHISELED SQUARE
 KZ0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0582_SP_SET: ABUTMENT CAPSTONE
 KZ0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0582
 KZ0582  HISTORY     - Date     Condition        Report By
 KZ0582  HISTORY     - UNK      MONUMENTED       USGS
 KZ0582  HISTORY     - 1934     GOOD             NGS
 KZ0582
 KZ0582                          STATION DESCRIPTION
 KZ0582
 KZ0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0582'1.3 MI W FROM ARLINGTON.
 KZ0582'1.3 MILES WEST ALONG THE NORTHERN OHIO RAILWAY FROM THE STATION
 KZ0582'AT ARLINGTON, HANCOCK COUNTY, AT PLATE GIRDER BRIDGE 452, AT THE
 KZ0582'SOUTH END OF THE EAST ABUTMENT, ON THE SOUTHEAST CORNER OF A
 KZ0582'CAPSTONE, 6.2 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1.0
 KZ0582'FOOT LOWER THAN THE TOP OF THE RAIL.  A HIGH POINT IN THE CENTER
 KZ0582'OF A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1609 ***********************************************************************
 KY1609  DESIGNATION -  855
 KY1609  PID         -  KY1609
 KY1609  STATE/COUNTY-  OH/HOLMES
 KY1609  USGS QUAD   -  HOLMESVILLE (1994)
 KY1609
 KY1609                         *CURRENT SURVEY CONTROL
 KY1609  ___________________________________________________________________
 KY1609* NAD 83(1986)-  40 39 08.     (N)    081 56 24.     (W)     SCALED    
 KY1609* NAVD 88     -       260.798  (meters)     855.63   (feet)  ADJUSTED  
 KY1609  ___________________________________________________________________
 KY1609  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1609  DYNAMIC HT  -         260.676 (meters)     855.23  (feet)  COMP
 KY1609  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 KY1609
 KY1609  VERT ORDER  -  SECOND    CLASS 0
 KY1609
 KY1609.The horizontal coordinates were scaled from a topographic map and have
 KY1609.an estimated accuracy of +/- 6 seconds.
 KY1609
 KY1609.The orthometric height was determined by differential leveling
 KY1609.and adjusted by the National Geodetic Survey in June 1991..
 KY1609
 KY1609.The geoid height was determined by GEOID03.
 KY1609
 KY1609.The dynamic height is computed by dividing the NAVD 88
 KY1609.geopotential number by the normal gravity value computed on the
 KY1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1609.degrees latitude (g = 980.6199 gals.).
 KY1609
 KY1609.The modeled gravity was interpolated from observed gravity values.
 KY1609
 KY1609;                    North         East    Units  Estimated Accuracy
 KY1609;SPC OH N     -   109,590.      647,360.      MT  (+/- 180 meters Scaled)
 KY1609
 KY1609                          SUPERSEDED SURVEY CONTROL
 KY1609
 KY1609  NGVD 29 (??/??/92)  261.010  (m)          856.33   (f) ADJ UNCH    2 0
 KY1609
 KY1609.Superseded values are not recommended for survey control.
 KY1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1609.See file dsdata.txt to determine how the superseded data were derived.
 KY1609
 KY1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF205005(NAD 83)
 KY1609_MARKER: Q = CHISELED SQUARE
 KY1609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1609_SP_SET: BRIDGE WALL
 KY1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1609
 KY1609  HISTORY     - Date     Condition        Report By
 KY1609  HISTORY     - UNK      MONUMENTED       OHDT
 KY1609  HISTORY     - 1959     GOOD             NGS
 KY1609
 KY1609                          STATION DESCRIPTION
 KY1609
 KY1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1609'1.8 MI NW FROM HOLMESVILLE.
 KY1609'ABOUT 1.85 MILES NORTHWEST ALONG STATE HIGHWAY 76 FROM THE
 KY1609'CHURCH OF CHRIST AT HOLMESVILLE, AT THE JUNCTION OF TWP ROAD 245
 KY1609'LEADING NORTHEAST, 13 FEET EAST OF THE CENTER LINE OF THE
 KY1609'HIGHWAY, ON TOP OF THE NORTHEAST EDGE OF THE WING WALL AT THE
 KY1609'NORTHEAST CORNER OF 60-FOOT BRIDGE HOL-76.1669 OVER TEA RUN,
 KY1609'1/2 FOOT SOUTHEAST OF THE NORTHEAST CORNER OF THE NORTH
 KY1609'GUARD-RAIL POST OF THE EAST GUARD-RAIL, AND ABOUT 1/2 FOOT ABOVE
 KY1609'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0994 ***********************************************************************
 JY0994  DESIGNATION -  856
 JY0994  PID         -  JY0994
 JY0994  STATE/COUNTY-  OH/HIGHLAND
 JY0994  USGS QUAD   -  SINKING SPRING (1988)
 JY0994
 JY0994                         *CURRENT SURVEY CONTROL
 JY0994  ___________________________________________________________________
 JY0994* NAD 83(1986)-  39 04 43.     (N)    083 23 19.     (W)     SCALED    
 JY0994* NAVD 88     -       261.753  (meters)     858.77   (feet)  ADJUSTED  
 JY0994  ___________________________________________________________________
 JY0994  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JY0994  DYNAMIC HT  -         261.597 (meters)     858.26  (feet)  COMP
 JY0994  MODELED GRAV-     980,023.8   (mgal)                       NAVD 88
 JY0994
 JY0994  VERT ORDER  -  SECOND    CLASS 0
 JY0994
 JY0994.The horizontal coordinates were scaled from a topographic map and have
 JY0994.an estimated accuracy of +/- 6 seconds.
 JY0994
 JY0994.The orthometric height was determined by differential leveling
 JY0994.and adjusted by the National Geodetic Survey in June 1991..
 JY0994
 JY0994.The geoid height was determined by GEOID03.
 JY0994
 JY0994.The dynamic height is computed by dividing the NAVD 88
 JY0994.geopotential number by the normal gravity value computed on the
 JY0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0994.degrees latitude (g = 980.6199 gals.).
 JY0994
 JY0994.The modeled gravity was interpolated from observed gravity values.
 JY0994
 JY0994;                    North         East    Units  Estimated Accuracy
 JY0994;SPC OH S     -   120,120.      523,110.      MT  (+/- 180 meters Scaled)
 JY0994
 JY0994                          SUPERSEDED SURVEY CONTROL
 JY0994
 JY0994  NGVD 29 (??/??/92)  261.945  (m)          859.40   (f) ADJ UNCH    2 0
 JY0994
 JY0994.Superseded values are not recommended for survey control.
 JY0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0994.See file dsdata.txt to determine how the superseded data were derived.
 JY0994
 JY0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD933282(NAD 83)
 JY0994_MARKER: P = PIPE CAP
 JY0994_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JY0994_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JY0994_STAMPING: 856 OHIO
 JY0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0994
 JY0994  HISTORY     - Date     Condition        Report By
 JY0994  HISTORY     - UNK      MONUMENTED       USGS
 JY0994  HISTORY     - 1935     GOOD             NGS
 JY0994
 JY0994                          STATION DESCRIPTION
 JY0994
 JY0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY0994'0.5 MI N FROM SINKING SPRING.
 JY0994'0.5 MILE NORTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT
 JY0994'SINKING SPRING, HIGHLAND COUNTY, 16 YARDS NORTHWEST OF THE CENTER
 JY0994'OF THE CROSSING OF A DIRT ROAD LEADING WEST, 12 YARDS WEST OF THE
 JY0994'CENTERLINE OF THE HIGHWAY, 5 YARDS NORTH OF THE CENTERLINE OF
 JY0994'THE ROAD, 2 YARDS WEST OF THE CONCRETE CORNER-POST OF A WIRE
 JY0994'FENCE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A UNITED
 JY0994'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 856 OHIO AND
 JY0994'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1486 ***********************************************************************
 KZ1486  DESIGNATION -  856
 KZ1486  PID         -  KZ1486
 KZ1486  STATE/COUNTY-  OH/WYANDOT
 KZ1486  USGS QUAD   -  UPPER SANDUSKY (1971)
 KZ1486
 KZ1486                         *CURRENT SURVEY CONTROL
 KZ1486  ___________________________________________________________________
 KZ1486* NAD 83(1986)-  40 49 28.     (N)    083 17 30.     (W)     SCALED    
 KZ1486* NAVD 88     -       260.408  (meters)     854.36   (feet)  ADJUSTED  
 KZ1486  ___________________________________________________________________
 KZ1486  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 KZ1486  DYNAMIC HT  -         260.282 (meters)     853.94  (feet)  COMP
 KZ1486  MODELED GRAV-     980,136.0   (mgal)                       NAVD 88
 KZ1486
 KZ1486  VERT ORDER  -  SECOND    CLASS 0
 KZ1486
 KZ1486.The horizontal coordinates were scaled from a topographic map and have
 KZ1486.an estimated accuracy of +/- 6 seconds.
 KZ1486
 KZ1486.The orthometric height was determined by differential leveling
 KZ1486.and adjusted by the National Geodetic Survey in June 1991..
 KZ1486
 KZ1486.The geoid height was determined by GEOID03.
 KZ1486
 KZ1486.The dynamic height is computed by dividing the NAVD 88
 KZ1486.geopotential number by the normal gravity value computed on the
 KZ1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1486.degrees latitude (g = 980.6199 gals.).
 KZ1486
 KZ1486.The modeled gravity was interpolated from observed gravity values.
 KZ1486
 KZ1486;                    North         East    Units  Estimated Accuracy
 KZ1486;SPC OH N     -   128,870.      533,220.      MT  (+/- 180 meters Scaled)
 KZ1486
 KZ1486                          SUPERSEDED SURVEY CONTROL
 KZ1486
 KZ1486  NGVD 29 (??/??/92)  260.539  (m)          854.78   (f) ADJ UNCH    2 0
 KZ1486
 KZ1486.Superseded values are not recommended for survey control.
 KZ1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1486.See file dsdata.txt to determine how the superseded data were derived.
 KZ1486
 KZ1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF067217(NAD 83)
 KZ1486_MARKER: DD = SURVEY DISK
 KZ1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1486_SP_SET: SANDSTONE
 KZ1486_STAMPING: 856
 KZ1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1486+STABILITY: SURFACE MOTION
 KZ1486
 KZ1486  HISTORY     - Date     Condition        Report By
 KZ1486  HISTORY     - UNK      MONUMENTED       USGS
 KZ1486  HISTORY     - 1936     GOOD             NGS
 KZ1486
 KZ1486                          STATION DESCRIPTION
 KZ1486
 KZ1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1486'AT UPPER SANDUSKY.
 KZ1486'AT UPPER SANDUSKY, WYANDOT COUNTY, ON THE CHESAPEAKE AND OHIO
 KZ1486'RAILWAY, 114 FEET SOUTH OF THE SOUTH END OF THE STATION, 42.8
 KZ1486'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SIGNAL TOWER, AT
 KZ1486'THE CROSSING OF THE PENNSYLVANIA RAILROAD, 53 FEET SOUTH OF THE
 KZ1486'SOUTH RAIL OF THE P.R.R., 11.2 FEET EAST OF THE EAST RAIL OF THE
 KZ1486'C. AND O. RY., AND 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.  A
 KZ1486'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 856 AND
 KZ1486'SET IN THE TOP OF A SANDSTONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0645 ***********************************************************************
 MB0645  DESIGNATION -  857
 MB0645  PID         -  MB0645
 MB0645  STATE/COUNTY-  OH/TRUMBULL
 MB0645  USGS QUAD   -  WEST FARMINGTON (1994)
 MB0645
 MB0645                         *CURRENT SURVEY CONTROL
 MB0645  ___________________________________________________________________
 MB0645* NAD 83(1986)-  41 27 29.     (N)    080 57 14.     (W)     SCALED    
 MB0645* NAVD 88     -       260.887  (meters)     855.93   (feet)  ADJUSTED  
 MB0645  ___________________________________________________________________
 MB0645  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB0645  DYNAMIC HT  -         260.781 (meters)     855.58  (feet)  COMP
 MB0645  MODELED GRAV-     980,209.2   (mgal)                       NAVD 88
 MB0645
 MB0645  VERT ORDER  -  SECOND    CLASS 0
 MB0645
 MB0645.The horizontal coordinates were scaled from a topographic map and have
 MB0645.an estimated accuracy of +/- 6 seconds.
 MB0645
 MB0645.The orthometric height was determined by differential leveling
 MB0645.and adjusted by the National Geodetic Survey in June 1991..
 MB0645
 MB0645.The geoid height was determined by GEOID03.
 MB0645
 MB0645.The dynamic height is computed by dividing the NAVD 88
 MB0645.geopotential number by the normal gravity value computed on the
 MB0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0645.degrees latitude (g = 980.6199 gals.).
 MB0645
 MB0645.The modeled gravity was interpolated from observed gravity values.
 MB0645
 MB0645;                    North         East    Units  Estimated Accuracy
 MB0645;SPC OH N     -   200,070.      729,170.      MT  (+/- 180 meters Scaled)
 MB0645
 MB0645                          SUPERSEDED SURVEY CONTROL
 MB0645
 MB0645  NGVD 29 (??/??/92)  261.069  (m)          856.52   (f) ADJ UNCH    2 0
 MB0645
 MB0645.Superseded values are not recommended for survey control.
 MB0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0645.See file dsdata.txt to determine how the superseded data were derived.
 MB0645
 MB0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF038896(NAD 83)
 MB0645_MARKER: DD = SURVEY DISK
 MB0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0645_SP_SET: BUILDING FOUNDATION
 MB0645_STAMPING: ADJ 857 1903
 MB0645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0645
 MB0645  HISTORY     - Date     Condition        Report By
 MB0645  HISTORY     - 1903     MONUMENTED       USGS
 MB0645  HISTORY     - 1950     GOOD             NGS
 MB0645  HISTORY     - 19910530 GOOD             OHDT
 MB0645  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 MB0645
 MB0645                          STATION DESCRIPTION
 MB0645
 MB0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0645'AT MESOPOTAMIA.
 MB0645'A VERTICAL MARK ON THE FRONT (WEST FACE) OF THE TOWN HALL, IN
 MB0645'THE TOP ROW OF LIME STONE BLOCKS FORMING THE BUILDING FOUNDATION,
 MB0645'200 FEET SOUTHEAST OF A MONUMENT IN THE CENTER OF A TRIANGLE
 MB0645'FORMED BY THE INTERSECTION OF STATE ROUTE 534 AND STATE ROUTE
 MB0645'87, 4.97 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING AND
 MB0645'2.5 FEET ABOVE THE GROUND SURFACE.
 MB0645
 MB0645                          STATION RECOVERY (1991)
 MB0645
 MB0645'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 MB0645'RECOVERED IN GOOD CONDITION.
 MB0645
 MB0645                          STATION RECOVERY (2002)
 MB0645
 MB0645'RECOVERY NOTE BY US POWER SQUADRON 2002 (NPO)
 MB0645'EVIDENCE OF DISK LOCATION VISIBLE BUT DISK IS GONE (SUSPECT STOLEN OR
 MB0645'LOST) (IMPRINT OF PLACEMENT IN TOWN HALL VISIBLE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0043 ***********************************************************************
 MC0043  DESIGNATION -  859
 MC0043  PID         -  MC0043
 MC0043  STATE/COUNTY-  OH/LORAIN
 MC0043  USGS QUAD   -  WELLINGTON (1973)
 MC0043
 MC0043                         *CURRENT SURVEY CONTROL
 MC0043  ___________________________________________________________________
 MC0043* NAD 83(1986)-  41 10 04.     (N)    082 13 04.     (W)     SCALED    
 MC0043* NAVD 88     -       261.888  (meters)     859.21   (feet)  ADJUSTED  
 MC0043  ___________________________________________________________________
 MC0043  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 MC0043  DYNAMIC HT  -         261.775 (meters)     858.84  (feet)  COMP
 MC0043  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 MC0043
 MC0043  VERT ORDER  -  SECOND    CLASS 0
 MC0043
 MC0043.The horizontal coordinates were scaled from a topographic map and have
 MC0043.an estimated accuracy of +/- 6 seconds.
 MC0043
 MC0043.The orthometric height was determined by differential leveling
 MC0043.and adjusted by the National Geodetic Survey in June 1991..
 MC0043
 MC0043.The geoid height was determined by GEOID03.
 MC0043
 MC0043.The dynamic height is computed by dividing the NAVD 88
 MC0043.geopotential number by the normal gravity value computed on the
 MC0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0043.degrees latitude (g = 980.6199 gals.).
 MC0043
 MC0043.The modeled gravity was interpolated from observed gravity values.
 MC0043
 MC0043;                    North         East    Units  Estimated Accuracy
 MC0043;SPC OH N     -   166,730.      623,680.      MT  (+/- 180 meters Scaled)
 MC0043
 MC0043                          SUPERSEDED SURVEY CONTROL
 MC0043
 MC0043  NGVD 29 (??/??/92)  262.080  (m)          859.84   (f) ADJ UNCH    2 0
 MC0043
 MC0043.Superseded values are not recommended for survey control.
 MC0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0043.See file dsdata.txt to determine how the superseded data were derived.
 MC0043
 MC0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF978580(NAD 83)
 MC0043_MARKER: DB = BENCH MARK DISK
 MC0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0043_SP_SET: BUILDING
 MC0043_STAMPING: 859
 MC0043_MARK LOGO: USGS  
 MC0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0043+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002
 MC0043
 MC0043  HISTORY     - Date     Condition        Report By
 MC0043  HISTORY     - UNK      MONUMENTED       USGS
 MC0043  HISTORY     - 1934     GOOD             CGS
 MC0043  HISTORY     - 1970     GOOD             NGS
 MC0043  HISTORY     - 1987     GOOD             OHDT
 MC0043  HISTORY     - 19961005 GOOD             USPSQD
 MC0043  HISTORY     - 20020920 GOOD             PSC
 MC0043
 MC0043                          STATION DESCRIPTION
 MC0043
 MC0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0043'AT WELLINGTON.
 MC0043'AT WELLINGTON, LORAIN COUNTY, IN THE NORTH SIDE OF THE HERRICK
 MC0043'MEMORIAL LIBRARY, 37.8 FEET EAST OF THE EAST CURB OF MAIN STREET,
 MC0043'22.2 FEET SOUTH OF THE SOUTH CURB OF HERRICK AVENUE, AND
 MC0043'3-1/2-FEET ABOVE THE CONCRETE SIDEWALK.  A UNITED STATES GEOLOGICAL
 MC0043'SURVEY STANDARD DISK, STAMPED 859 AND SET VERTICALLY.
 MC0043
 MC0043                          STATION RECOVERY (1970)
 MC0043
 MC0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MC0043'RECOVERED IN GOOD CONDITION.
 MC0043
 MC0043                          STATION RECOVERY (1987)
 MC0043
 MC0043'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DD)
 MC0043'RECOVERED IN GOOD CONDITION.
 MC0043
 MC0043                          STATION RECOVERY (1996)
 MC0043
 MC0043'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC0043'RECOVERED IN GOOD CONDITION.
 MC0043
 MC0043                          STATION RECOVERY (2002)
 MC0043
 MC0043'RECOVERY NOTE BY PREFERRED SURVEYING COMPANY INC 2002 (DJR)
 MC0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0708 ***********************************************************************
 KZ0708  DESIGNATION -  860
 KZ0708  PID         -  KZ0708
 KZ0708  STATE/COUNTY-  OH/COSHOCTON
 KZ0708  USGS QUAD   -  WARSAW (1987)
 KZ0708
 KZ0708                         *CURRENT SURVEY CONTROL
 KZ0708  ___________________________________________________________________
 KZ0708* NAD 83(1986)-  40 15 42.     (N)    082 02 44.     (W)     SCALED    
 KZ0708* NAVD 88     -       261.801  (meters)     858.93   (feet)  ADJUSTED  
 KZ0708  ___________________________________________________________________
 KZ0708  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KZ0708  DYNAMIC HT  -         261.668 (meters)     858.49  (feet)  COMP
 KZ0708  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 KZ0708
 KZ0708  VERT ORDER  -  SECOND    CLASS 0
 KZ0708
 KZ0708.The horizontal coordinates were scaled from a topographic map and have
 KZ0708.an estimated accuracy of +/- 6 seconds.
 KZ0708
 KZ0708.The orthometric height was determined by differential leveling
 KZ0708.and adjusted by the National Geodetic Survey in June 1991..
 KZ0708
 KZ0708.The geoid height was determined by GEOID03.
 KZ0708
 KZ0708.The dynamic height is computed by dividing the NAVD 88
 KZ0708.geopotential number by the normal gravity value computed on the
 KZ0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0708.degrees latitude (g = 980.6199 gals.).
 KZ0708
 KZ0708.The modeled gravity was interpolated from observed gravity values.
 KZ0708
 KZ0708;                    North         East    Units  Estimated Accuracy
 KZ0708;SPC OH N     -    66,170.      638,660.      MT  (+/- 180 meters Scaled)
 KZ0708
 KZ0708                          SUPERSEDED SURVEY CONTROL
 KZ0708
 KZ0708  NGVD 29 (??/??/92)  262.012  (m)          859.62   (f) ADJ UNCH    2 0
 KZ0708
 KZ0708.Superseded values are not recommended for survey control.
 KZ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0708.See file dsdata.txt to determine how the superseded data were derived.
 KZ0708
 KZ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME110573(NAD 83)
 KZ0708_MARKER: DD = SURVEY DISK
 KZ0708_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0708_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0708_STAMPING: OHIO 860
 KZ0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0708
 KZ0708  HISTORY     - Date     Condition        Report By
 KZ0708  HISTORY     - UNK      MONUMENTED       USGS
 KZ0708  HISTORY     - 1934     GOOD             NGS
 KZ0708
 KZ0708                          STATION DESCRIPTION
 KZ0708
 KZ0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0708'0.5 MI N FROM TUNNEL HILL.
 KZ0708'0.5 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KZ0708'AT TUNNEL HILL, COSHOCTON COUNTY, AT THE JUNCTION OF A GRAVEL
 KZ0708'ROAD, 26 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 15 FEET WEST
 KZ0708'OF THE CENTERLINE OF THE ROAD, 15 FEET NORTH OF A 24-INCH
 KZ0708'BLACK-WALNUT TREE, 7 FEET NORTHEAST OF THE FENCE, AND ABOUT
 KZ0708'3 FEET ABOVE THE LEVEL OF THE TRACK.  A UNITED STATES GEOLOGICAL
 KZ0708'SURVEY STANDARD CAP, STAMPED OHIO 860 AND RIVETED ON THE TOP OF A
 KZ0708'3-1/2-INCH IRON PIPE PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1446 ***********************************************************************
 KY1446  DESIGNATION -  861
 KY1446  PID         -  KY1446
 KY1446  STATE/COUNTY-  OH/TUSCARAWAS
 KY1446  USGS QUAD   -  UHRICHSVILLE (1994)
 KY1446
 KY1446                         *CURRENT SURVEY CONTROL
 KY1446  ___________________________________________________________________
 KY1446* NAD 83(1986)-  40 23 30.     (N)    081 19 43.     (W)     SCALED    
 KY1446* NAVD 88     -       262.938  (meters)     862.66   (feet)  ADJUSTED  
 KY1446  ___________________________________________________________________
 KY1446  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KY1446  DYNAMIC HT  -         262.805 (meters)     862.22  (feet)  COMP
 KY1446  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 KY1446
 KY1446  VERT ORDER  -  SECOND    CLASS 0
 KY1446
 KY1446.The horizontal coordinates were scaled from a topographic map and have
 KY1446.an estimated accuracy of +/- 6 seconds.
 KY1446
 KY1446.The orthometric height was determined by differential leveling
 KY1446.and adjusted by the National Geodetic Survey in June 1991..
 KY1446
 KY1446.The geoid height was determined by GEOID03.
 KY1446
 KY1446.The dynamic height is computed by dividing the NAVD 88
 KY1446.geopotential number by the normal gravity value computed on the
 KY1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1446.degrees latitude (g = 980.6199 gals.).
 KY1446
 KY1446.The modeled gravity was interpolated from observed gravity values.
 KY1446
 KY1446;                    North         East    Units  Estimated Accuracy
 KY1446;SPC OH N     -    81,180.      699,450.      MT  (+/- 180 meters Scaled)
 KY1446
 KY1446                          SUPERSEDED SURVEY CONTROL
 KY1446
 KY1446  NGVD 29 (??/??/92)  263.144  (m)          863.33   (f) ADJ UNCH    2 0
 KY1446
 KY1446.Superseded values are not recommended for survey control.
 KY1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1446.See file dsdata.txt to determine how the superseded data were derived.
 KY1446
 KY1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME721712(NAD 83)
 KY1446_MARKER: Q = CHISELED SQUARE
 KY1446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1446_SP_SET: MASONRY UNDER WINDOW
 KY1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1446
 KY1446  HISTORY     - Date     Condition        Report By
 KY1446  HISTORY     - UNK      MONUMENTED       PRR
 KY1446  HISTORY     - 1934     GOOD             NGS
 KY1446
 KY1446                          STATION DESCRIPTION
 KY1446
 KY1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1446'AT DENNISON.
 KY1446'AT DENNISON, TUSCARAWAS COUNTY, ON THE PENNSYLVANIA RAILROAD, 23
 KY1446'YARDS WEST OF THE SOUTHEAST CORNER OF THE STATION, 18 YARDS EAST
 KY1446'OF THE SOUTHWEST CORNER, ON THE SOUTH FACE OF THE STATION, ON
 KY1446'THE BOTTOM COURSE OF MASONRY UNDER THE MENS WAITING-ROOM WINDOW,
 KY1446'5.8 YARDS NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 2 YARDS
 KY1446'WEST OF THE CENTER OF THE SOUTH DOOR OF THE MENS WAITING ROOM,
 KY1446'AND 1 FOOT ABOVE THE TOP OF THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0126 ***********************************************************************
 JZ0126  DESIGNATION -  861.74
 JZ0126  PID         -  JZ0126
 JZ0126  STATE/COUNTY-  OH/GREENE
 JZ0126  USGS QUAD   -  FAIRBORN (1992)
 JZ0126
 JZ0126                         *CURRENT SURVEY CONTROL
 JZ0126  ___________________________________________________________________
 JZ0126* NAD 83(1986)-  39 47 37.     (N)    084 04 51.     (W)     SCALED    
 JZ0126* NAVD 88     -       262.350  (meters)     860.73   (feet)  ADJUSTED  
 JZ0126  ___________________________________________________________________
 JZ0126  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JZ0126  DYNAMIC HT  -         262.206 (meters)     860.25  (feet)  COMP
 JZ0126  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 JZ0126
 JZ0126  VERT ORDER  -  SECOND    CLASS 0
 JZ0126
 JZ0126.The horizontal coordinates were scaled from a topographic map and have
 JZ0126.an estimated accuracy of +/- 6 seconds.
 JZ0126
 JZ0126.The orthometric height was determined by differential leveling
 JZ0126.and adjusted by the National Geodetic Survey in June 1991..
 JZ0126
 JZ0126.The geoid height was determined by GEOID03.
 JZ0126
 JZ0126.The dynamic height is computed by dividing the NAVD 88
 JZ0126.geopotential number by the normal gravity value computed on the
 JZ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0126.degrees latitude (g = 980.6199 gals.).
 JZ0126
 JZ0126.The modeled gravity was interpolated from observed gravity values.
 JZ0126
 JZ0126;                    North         East    Units  Estimated Accuracy
 JZ0126;SPC OH S     -   200,300.      464,610.      MT  (+/- 180 meters Scaled)
 JZ0126
 JZ0126                          SUPERSEDED SURVEY CONTROL
 JZ0126
 JZ0126  NGVD 29 (??/??/92)  262.562  (m)          861.42   (f) ADJ UNCH    2 0
 JZ0126
 JZ0126.Superseded values are not recommended for survey control.
 JZ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0126.See file dsdata.txt to determine how the superseded data were derived.
 JZ0126
 JZ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK499089(NAD 83)
 JZ0126_MARKER: DD = SURVEY DISK
 JZ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0126_STAMPING: 18+50 N 88+40 E 861.74
 JZ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0126+STABILITY: SURFACE MOTION
 JZ0126
 JZ0126  HISTORY     - Date     Condition        Report By
 JZ0126  HISTORY     - UNK      MONUMENTED       DOD
 JZ0126  HISTORY     - 1947     GOOD             NGS
 JZ0126  HISTORY     - 20011230 MARK NOT FOUND   INDIV
 JZ0126
 JZ0126                          STATION DESCRIPTION
 JZ0126
 JZ0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0126'AT WRIGHT FIELD.
 JZ0126'AT WRIGHT FIELD IN THE NORTHEAST PART OF THE FIELD, AT GATE
 JZ0126'18B ALONG Q STREET, 126 FEET NORTHWEST AND ACROSS THE OLD ROUTE
 JZ0126'OF STATE HIGHWAY 4 FROM THE CENTER OF THE GATE, 31 FEET NORTH
 JZ0126'OF THE CENTER LINE OF OLD HIGHWAY 4, 6.5 FEET NORTHEAST OF
 JZ0126'TELEPHONE POLE NO. 1648, 14 FEET SOUTHWEST OF A POWER POLE, 88
 JZ0126'FEET WEST OF THE PROLONGED CENTER LINE OF Q STREET, 1.5 FEET WEST
 JZ0126'OF A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET BELOW THE HIGHWAY
 JZ0126'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JZ0126
 JZ0126                          STATION RECOVERY (2001)
 JZ0126
 JZ0126'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RAA)
 JZ0126'THE TELEPHONE POLE, POWER POLE AND WITNESS POST ARE NO LONGER PRESENT.
 JZ0126'MEASUREMENTS FROM THE ROADWAYS WERE MADE.  THIS AREA HAS BEEN MODIFIED
 JZ0126'FOR THE ROADWAY IN RECENT YEARS AND A GUARD RAIL IS JUST A FEW FEET
 JZ0126'FROM THE PRESUMED LOCATION OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1487 ***********************************************************************
 KZ1487  DESIGNATION -  862
 KZ1487  PID         -  KZ1487
 KZ1487  STATE/COUNTY-  OH/WYANDOT
 KZ1487  USGS QUAD   -  UPPER SANDUSKY (1971)
 KZ1487
 KZ1487                         *CURRENT SURVEY CONTROL
 KZ1487  ___________________________________________________________________
 KZ1487* NAD 83(1986)-  40 49 37.     (N)    083 16 52.     (W)     SCALED    
 KZ1487* NAVD 88     -       262.333  (meters)     860.67   (feet)  ADJUSTED  
 KZ1487  ___________________________________________________________________
 KZ1487  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 KZ1487  DYNAMIC HT  -         262.206 (meters)     860.25  (feet)  COMP
 KZ1487  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 KZ1487
 KZ1487  VERT ORDER  -  SECOND    CLASS 0
 KZ1487
 KZ1487.The horizontal coordinates were scaled from a topographic map and have
 KZ1487.an estimated accuracy of +/- 6 seconds.
 KZ1487
 KZ1487.The orthometric height was determined by differential leveling
 KZ1487.and adjusted by the National Geodetic Survey in June 1991..
 KZ1487
 KZ1487.The geoid height was determined by GEOID03.
 KZ1487
 KZ1487.The dynamic height is computed by dividing the NAVD 88
 KZ1487.geopotential number by the normal gravity value computed on the
 KZ1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1487.degrees latitude (g = 980.6199 gals.).
 KZ1487
 KZ1487.The modeled gravity was interpolated from observed gravity values.
 KZ1487
 KZ1487;                    North         East    Units  Estimated Accuracy
 KZ1487;SPC OH N     -   129,140.      534,110.      MT  (+/- 180 meters Scaled)
 KZ1487
 KZ1487                          SUPERSEDED SURVEY CONTROL
 KZ1487
 KZ1487  NGVD 29 (??/??/92)  262.465  (m)          861.10   (f) ADJ UNCH    2 0
 KZ1487
 KZ1487.Superseded values are not recommended for survey control.
 KZ1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1487.See file dsdata.txt to determine how the superseded data were derived.
 KZ1487
 KZ1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF076220(NAD 83)
 KZ1487_MARKER: DD = SURVEY DISK
 KZ1487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1487_SP_SET: ENTRANCE PLATFORM
 KZ1487_STAMPING: 862 ADJ 1908
 KZ1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1487
 KZ1487  HISTORY     - Date     Condition        Report By
 KZ1487  HISTORY     - 1908     MONUMENTED       USGS
 KZ1487  HISTORY     - 1936     GOOD             NGS
 KZ1487
 KZ1487                          STATION DESCRIPTION
 KZ1487
 KZ1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1487'AT UPPER SANDUSKY.
 KZ1487'AT UPPER SANDUSKY, WYANDOT COUNTY, AT THE COUNTY COURTHOUSE, 45.4
 KZ1487'FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, IN THE TOP
 KZ1487'OF THE SOUTH SIDE OF THE WEST ENTRANCE PLATFORM, 6 FEET EAST OF
 KZ1487'THE SOUTHWEST CORNER OF THE ENTRANCE, AND 2 FEET ABOVE THE LEVEL
 KZ1487'OF THE WALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KZ1487'STAMPED 862 ADJ 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0110 ***********************************************************************
 JZ0110  DESIGNATION -  863.222
 JZ0110  PID         -  JZ0110
 JZ0110  STATE/COUNTY-  OH/MONTGOMERY
 JZ0110  USGS QUAD   -  DAYTON SOUTH (1991)
 JZ0110
 JZ0110                         *CURRENT SURVEY CONTROL
 JZ0110  ___________________________________________________________________
 JZ0110* NAD 83(1986)-  39 44 52.     (N)    084 07 45.     (W)     SCALED    
 JZ0110* NAVD 88     -       262.816  (meters)     862.26   (feet)  ADJUSTED  
 JZ0110  ___________________________________________________________________
 JZ0110  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JZ0110  DYNAMIC HT  -         262.671 (meters)     861.78  (feet)  COMP
 JZ0110  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 JZ0110
 JZ0110  VERT ORDER  -  SECOND    CLASS 0
 JZ0110
 JZ0110.The horizontal coordinates were scaled from a topographic map and have
 JZ0110.an estimated accuracy of +/- 6 seconds.
 JZ0110
 JZ0110.The orthometric height was determined by differential leveling
 JZ0110.and adjusted by the National Geodetic Survey in June 1991..
 JZ0110
 JZ0110.The geoid height was determined by GEOID03.
 JZ0110
 JZ0110.The dynamic height is computed by dividing the NAVD 88
 JZ0110.geopotential number by the normal gravity value computed on the
 JZ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0110.degrees latitude (g = 980.6199 gals.).
 JZ0110
 JZ0110.The modeled gravity was interpolated from observed gravity values.
 JZ0110
 JZ0110;                    North         East    Units  Estimated Accuracy
 JZ0110;SPC OH S     -   195,290.      460,380.      MT  (+/- 180 meters Scaled)
 JZ0110
 JZ0110                          SUPERSEDED SURVEY CONTROL
 JZ0110
 JZ0110  NGVD 29 (??/??/92)  263.018  (m)          862.92   (f) ADJ UNCH    2 0
 JZ0110
 JZ0110.Superseded values are not recommended for survey control.
 JZ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0110.See file dsdata.txt to determine how the superseded data were derived.
 JZ0110
 JZ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK459037(NAD 83)
 JZ0110_MARKER: Q = CHISELED SQUARE
 JZ0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0110_SP_SET: GAS PUMP BASE
 JZ0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0110
 JZ0110  HISTORY     - Date     Condition        Report By
 JZ0110  HISTORY     - UNK      MONUMENTED       OHHD
 JZ0110  HISTORY     - 1935     GOOD             NGS
 JZ0110  HISTORY     - 20041217 MARK NOT FOUND   INDIV
 JZ0110
 JZ0110                          STATION DESCRIPTION
 JZ0110
 JZ0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JZ0110'AT DAYTON.
 JZ0110'AT DAYTON, MONTGOMERY COUNTY, AT THE EAST CITY LIMITS, AT THE
 JZ0110'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AND STATE HIGHWAY 11,
 JZ0110'22.5 YARDS SOUTHWEST OF THE CROSSING OF THE NORTH RAIL OF A SPUR
 JZ0110'TRACK AND THE CENTERLINE OF THE HIGHWAY, 12 YARDS SOUTH OF THE
 JZ0110'CENTERLINE OF THE HIGHWAY, AT A GAS PUMP OF THE KUNTZ LUMBER
 JZ0110'CO., ON THE TOP OF THE EAST END OF THE CONCRETE BASE, AND ABOUT
 JZ0110'1-1/2 FEET ABOVE THE HIGHWAY.  AN OUTLINED SQUARE.
 JZ0110
 JZ0110                          STATION RECOVERY (2004)
 JZ0110
 JZ0110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0006 ***********************************************************************
 KZ0006  DESIGNATION -  868
 KZ0006  PID         -  KZ0006
 KZ0006  STATE/COUNTY-  OH/HOLMES
 KZ0006  USGS QUAD   -  GLENMONT (1962)
 KZ0006
 KZ0006                         *CURRENT SURVEY CONTROL
 KZ0006  ___________________________________________________________________
 KZ0006* NAD 83(1986)-  40 31 01.     (N)    082 05 27.     (W)     SCALED    
 KZ0006* NAVD 88     -       264.462  (meters)     867.66   (feet)  ADJUSTED  
 KZ0006  ___________________________________________________________________
 KZ0006  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KZ0006  DYNAMIC HT  -         264.330 (meters)     867.22  (feet)  COMP
 KZ0006  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 KZ0006
 KZ0006  VERT ORDER  -  SECOND    CLASS 0
 KZ0006
 KZ0006.The horizontal coordinates were scaled from a topographic map and have
 KZ0006.an estimated accuracy of +/- 6 seconds.
 KZ0006
 KZ0006.The orthometric height was determined by differential leveling
 KZ0006.and adjusted by the National Geodetic Survey in June 1991..
 KZ0006
 KZ0006.The geoid height was determined by GEOID03.
 KZ0006
 KZ0006.The dynamic height is computed by dividing the NAVD 88
 KZ0006.geopotential number by the normal gravity value computed on the
 KZ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0006.degrees latitude (g = 980.6199 gals.).
 KZ0006
 KZ0006.The modeled gravity was interpolated from observed gravity values.
 KZ0006
 KZ0006;                    North         East    Units  Estimated Accuracy
 KZ0006;SPC OH N     -    94,500.      634,680.      MT  (+/- 180 meters Scaled)
 KZ0006
 KZ0006                          SUPERSEDED SURVEY CONTROL
 KZ0006
 KZ0006  NGVD 29 (??/??/92)  264.657  (m)          868.30   (f) ADJ UNCH    2 0
 KZ0006
 KZ0006.Superseded values are not recommended for survey control.
 KZ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0006.See file dsdata.txt to determine how the superseded data were derived.
 KZ0006
 KZ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME075857(NAD 83)
 KZ0006_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KZ0006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0006_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0006_STAMPING: OHIO PRIM TRAV STA NO 17 1907 868
 KZ0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0006
 KZ0006  HISTORY     - Date     Condition        Report By
 KZ0006  HISTORY     - 1907     MONUMENTED       USGS
 KZ0006  HISTORY     - 1959     GOOD             NGS
 KZ0006
 KZ0006                          STATION DESCRIPTION
 KZ0006
 KZ0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0006'AT GLENMONT.
 KZ0006'AT GLENMONT, 0.3 MILE EAST OF MILEPOST 73, BETWEEN STATE HIGHWAY
 KZ0006'520 AND THE PENNSYLVANIA RAILROAD TRACK, 7.9 FEET WEST OF THE
 KZ0006'NORTHWEST CORNER OF THE STATION, 38 FEET NORTH OF THE NORTH
 KZ0006'RAIL, 25 FEET EAST OF THE FIRST TELEPHONE POLE WEST OF STATION,
 KZ0006'6 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF CONCRETE CURBING,
 KZ0006'ABOUT LEVEL WITH THE TRACK, AND IS A DISK RIVETED ON TOP OF A
 KZ0006'3 1/2-INCH IRON PIPE ENCASED WITH CONCRETE AND PROJECTING 1 1/2
 KZ0006'INCHES OUT OF THE CONCRETE.  NOTE-- ALSO ABOUT 0.4 MILE
 KZ0006'EAST-SOUTHEAST ALONG STATE HIGHWAY 520 FROM THE POST OFFICE AT
 KZ0006'GLENMONT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1448 ***********************************************************************
 KY1448  DESIGNATION -  868
 KY1448  PID         -  KY1448
 KY1448  STATE/COUNTY-  OH/HARRISON
 KY1448  USGS QUAD   -  UHRICHSVILLE (1994)
 KY1448
 KY1448                         *CURRENT SURVEY CONTROL
 KY1448  ___________________________________________________________________
 KY1448* NAD 83(1986)-  40 23 34.     (N)    081 16 20.     (W)     SCALED    
 KY1448* NAVD 88     -       265.081  (meters)     869.69   (feet)  ADJUSTED  
 KY1448  ___________________________________________________________________
 KY1448  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KY1448  DYNAMIC HT  -         264.943 (meters)     869.23  (feet)  COMP
 KY1448  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 KY1448
 KY1448  VERT ORDER  -  SECOND    CLASS 0
 KY1448
 KY1448.The horizontal coordinates were scaled from a topographic map and have
 KY1448.an estimated accuracy of +/- 6 seconds.
 KY1448
 KY1448.The orthometric height was determined by differential leveling
 KY1448.and adjusted by the National Geodetic Survey in June 1991..
 KY1448
 KY1448.The geoid height was determined by GEOID03.
 KY1448
 KY1448.The dynamic height is computed by dividing the NAVD 88
 KY1448.geopotential number by the normal gravity value computed on the
 KY1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1448.degrees latitude (g = 980.6199 gals.).
 KY1448
 KY1448.The modeled gravity was interpolated from observed gravity values.
 KY1448
 KY1448;                    North         East    Units  Estimated Accuracy
 KY1448;SPC OH N     -    81,370.      704,240.      MT  (+/- 180 meters Scaled)
 KY1448
 KY1448                          SUPERSEDED SURVEY CONTROL
 KY1448
 KY1448  NGVD 29 (??/??/92)  265.280  (m)          870.34   (f) ADJ UNCH    2 0
 KY1448
 KY1448.Superseded values are not recommended for survey control.
 KY1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1448.See file dsdata.txt to determine how the superseded data were derived.
 KY1448
 KY1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME768713(NAD 83)
 KY1448_MARKER: DD = SURVEY DISK
 KY1448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1448_SP_SET: BRIDGE WALL
 KY1448_STAMPING: 868 STEUBENVILLE
 KY1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1448
 KY1448  HISTORY     - Date     Condition        Report By
 KY1448  HISTORY     - UNK      MONUMENTED       USGS
 KY1448  HISTORY     - 1934     GOOD             NGS
 KY1448
 KY1448                          STATION DESCRIPTION
 KY1448
 KY1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1448'3.5 MI E FROM DENNISON.
 KY1448'3.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1448'AT DENNISON, TUSCARAWAS COUNTY, 0.6 MILE WEST OF THE CROSSING OF
 KY1448'STATE HIGHWAY 250, AT THE NORTHEAST CORNER OF CONCRETE-ARCH
 KY1448'BRIDGE NO. 86, IN THE CENTER OF THE TOP OF THE BRIDGE SIDE WALL,
 KY1448'AND 2.5 FEET WEST OF THE EAST END.  A UNITED STATES GEOLOGICAL
 KY1448'SURVEY STANDARD DISK, STAMPED 868 STEUBENVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1004 ***********************************************************************
 MB1004  DESIGNATION -  87
 MB1004  PID         -  MB1004
 MB1004  STATE/COUNTY-  OH/ASHTABULA
 MB1004  USGS QUAD   -  GENEVA (1994)
 MB1004
 MB1004                         *CURRENT SURVEY CONTROL
 MB1004  ___________________________________________________________________
 MB1004* NAD 83(1986)-  41 48 43.     (N)    080 56 09.     (W)     SCALED    
 MB1004* NAVD 88     -       201.156  (meters)     659.96   (feet)  POSTED    
 MB1004  ___________________________________________________________________
 MB1004  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 MB1004  DYNAMIC HT  -         201.080 (meters)     659.71  (feet)  COMP
 MB1004  MODELED GRAV-     980,247.3   (mgal)                       NAVD 88
 MB1004
 MB1004  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MB1004
 MB1004.The horizontal coordinates were scaled from a topographic map and have
 MB1004.an estimated accuracy of +/- 6 seconds.
 MB1004
 MB1004.The orthometric height was determined by differential leveling
 MB1004.and adjusted by the National Geodetic Survey in 1992..
 MB1004.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MB1004.rate of 0.0 thru 1.0 mm/km.
 MB1004
 MB1004.The geoid height was determined by GEOID03.
 MB1004
 MB1004.The dynamic height is computed by dividing the NAVD 88
 MB1004.geopotential number by the normal gravity value computed on the
 MB1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1004.degrees latitude (g = 980.6199 gals.).
 MB1004
 MB1004.The modeled gravity was interpolated from observed gravity values.
 MB1004
 MB1004;                    North         East    Units  Estimated Accuracy
 MB1004;SPC OH N     -   239,400.      729,970.      MT  (+/- 180 meters Scaled)
 MB1004
 MB1004                          SUPERSEDED SURVEY CONTROL
 MB1004
 MB1004  NGVD 29 (??/??/92)  201.410  (m)          660.79   (f) ADJ UNCH    1 2
 MB1004
 MB1004.Superseded values are not recommended for survey control.
 MB1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1004.See file dsdata.txt to determine how the superseded data were derived.
 MB1004
 MB1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG053288(NAD 83)
 MB1004_MARKER: B = BOLT
 MB1004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1004_SP_SET: BLOCK SIGNAL BASE
 MB1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1004
 MB1004  HISTORY     - Date     Condition        Report By
 MB1004  HISTORY     - 1900     MONUMENTED       NYCRR
 MB1004  HISTORY     - 1934     GOOD             NGS
 MB1004  HISTORY     - 1981     MARK NOT FOUND   NGS
 MB1004  HISTORY     - 19931104 MARK NOT FOUND   OHDT
 MB1004  HISTORY     - 19960804 MARK NOT FOUND   USPSQD
 MB1004
 MB1004                          STATION DESCRIPTION
 MB1004
 MB1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MB1004'0.7 MI E FROM GENEVA.
 MB1004'0.7 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MB1004'STATION AT GENEVA, ASHTABULA COUNTY, 9-1/2 RAILS EAST OF A
 MB1004'DIRT-ROAD CROSSING, AT AUTOMATIC BLOCK SIGNAL 1372, IN THE TOP
 MB1004'OF THE NORTHWEST CORNER OF THE CONCRETE BASE, 6 FEET SOUTH OF THE
 MB1004'SOUTH RAIL, AND 1 FOOT LOWER THAN THE BASE OF THE RAIL.  AN
 MB1004'IRON BOLT.
 MB1004
 MB1004                          STATION RECOVERY (1981)
 MB1004
 MB1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1004'NOT RECOVERED, SIGNAL BASE IS NOW GONE, CONSIDERED DESTROYED.
 MB1004
 MB1004                          STATION RECOVERY (1993)
 MB1004
 MB1004'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1004'MARK NOT FOUND.
 MB1004
 MB1004                          STATION RECOVERY (1996)
 MB1004
 MB1004'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0671 ***********************************************************************
 JZ0671  DESIGNATION -  87
 JZ0671  PID         -  JZ0671
 JZ0671  STATE/COUNTY-  OH/HAMILTON
 JZ0671  USGS QUAD   -  COVINGTON (1987)
 JZ0671
 JZ0671                         *CURRENT SURVEY CONTROL
 JZ0671  ___________________________________________________________________
 JZ0671* NAD 83(1986)-  39 07 18.     (N)    084 31 57.     (W)     SCALED    
 JZ0671* NAVD 88     -       162.914  (meters)     534.49   (feet)  ADJUSTED  
 JZ0671  ___________________________________________________________________
 JZ0671  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0671  DYNAMIC HT  -         162.811 (meters)     534.16  (feet)  COMP
 JZ0671  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 JZ0671
 JZ0671  VERT ORDER  -  FIRST     CLASS II
 JZ0671
 JZ0671.The horizontal coordinates were scaled from a topographic map and have
 JZ0671.an estimated accuracy of +/- 6 seconds.
 JZ0671
 JZ0671.The orthometric height was determined by differential leveling
 JZ0671.and adjusted by the National Geodetic Survey in January 1994..
 JZ0671.WARNING-Repeat measurements at this control monument indicate possible
 JZ0671.vertical movement.
 JZ0671
 JZ0671.The geoid height was determined by GEOID03.
 JZ0671
 JZ0671.The dynamic height is computed by dividing the NAVD 88
 JZ0671.geopotential number by the normal gravity value computed on the
 JZ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0671.degrees latitude (g = 980.6199 gals.).
 JZ0671
 JZ0671.The modeled gravity was interpolated from observed gravity values.
 JZ0671
 JZ0671;                    North         East    Units  Estimated Accuracy
 JZ0671;SPC OH S     -   126,500.      424,260.      MT  (+/- 180 meters Scaled)
 JZ0671
 JZ0671                          SUPERSEDED SURVEY CONTROL
 JZ0671
 JZ0671  NAVD 88 (06/15/91)  162.911  (m)          534.48   (f) UNKNOWN     1 2
 JZ0671  NGVD 29 (??/??/92)  163.085  (m)          535.05   (f) ADJ UNCH    1 2
 JZ0671
 JZ0671.Superseded values are not recommended for survey control.
 JZ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0671.See file dsdata.txt to determine how the superseded data were derived.
 JZ0671
 JZ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ133331(NAD 83)
 JZ0671_MARKER: DD = SURVEY DISK
 JZ0671_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ0671_SP_SET: STEP
 JZ0671_STAMPING: 87
 JZ0671_MARK LOGO: OH1610
 JZ0671_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0671+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ0671
 JZ0671  HISTORY     - Date     Condition        Report By
 JZ0671  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0671  HISTORY     - 1949     GOOD             NGS
 JZ0671  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0671  HISTORY     - 1987     GOOD             OHDT
 JZ0671  HISTORY     - 19930604 GOOD             NGS
 JZ0671  HISTORY     - 20060601 GOOD             GEOCAC
 JZ0671
 JZ0671                          STATION DESCRIPTION
 JZ0671
 JZ0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0671'AT CINCINNATI.
 JZ0671'AT CINCINNATI, AT THE INTERSECTION OF COLERAIN AND HARRISON
 JZ0671'AVENUES, 16 YARDS WEST OF THE CENTER OF THE INTERSECTION, 9 YARDS
 JZ0671'SOUTH OF COLERAIN AVENUE, AT THE NORTH ENTRANCE OF THE CENTRAL
 JZ0671'TRUST CO. BUILDING, IN THE NORTH END OF THE STONE DOORSTEP, 2
 JZ0671'FEET WEST OF THE CENTER OF THE DOOR TO THE OFFICE OF DR. O.P.
 JZ0671'COE, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE SIDEWALK.
 JZ0671
 JZ0671                          STATION RECOVERY (1986)
 JZ0671
 JZ0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0671'MARK NOT FOUND.
 JZ0671
 JZ0671                          STATION RECOVERY (1987)
 JZ0671
 JZ0671'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (UNK)
 JZ0671'RECOVERED IN GOOD CONDITION.
 JZ0671
 JZ0671                          STATION RECOVERY (1993)
 JZ0671
 JZ0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0671'IN CINCINNATI, AT THE INTERSECTION OF COLERAIN AND HARRISON AVENUES,
 JZ0671'NEAR THE NORTHWEST END OF A STEP LEADING TO AN ENTRANCE DOOR OF A
 JZ0671'BUILDING AT 1102 HARRISON AVENUE, 30.1 M (98.8 FT) NORTH OF THE
 JZ0671'CENTERLINE OF HARRISON AVENUE, 21.7 M (71.2 FT) WEST OF THE
 JZ0671'CENTERLINE OF THE MCKENNY STREET RAMP, 9.9 M (32.5 FT) SOUTHWEST OF
 JZ0671'THE CENTER OF COLERAIN AVENUE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 JZ0671'COLERAIN AVENUE.
 JZ0671
 JZ0671                          STATION RECOVERY (2006)
 JZ0671
 JZ0671'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0671'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0533 ***********************************************************************
 MC0533  DESIGNATION -  87 RHP
 MC0533  PID         -  MC0533
 MC0533  STATE/COUNTY-  OH/WOOD
 MC0533  USGS QUAD   -  GRAND RAPIDS (1977)
 MC0533
 MC0533                         *CURRENT SURVEY CONTROL
 MC0533  ___________________________________________________________________
 MC0533* NAD 83(1986)-  41 24 04.     (N)    083 45 11.     (W)     SCALED    
 MC0533* NAVD 88     -       204.389  (meters)     670.57   (feet)  ADJUSTED  
 MC0533  ___________________________________________________________________
 MC0533  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC0533  DYNAMIC HT  -         204.303 (meters)     670.28  (feet)  COMP
 MC0533  MODELED GRAV-     980,199.1   (mgal)                       NAVD 88
 MC0533
 MC0533  VERT ORDER  -  FIRST     CLASS I
 MC0533
 MC0533.The horizontal coordinates were scaled from a topographic map and have
 MC0533.an estimated accuracy of +/- 6 seconds.
 MC0533
 MC0533.The orthometric height was determined by differential leveling
 MC0533.and adjusted by the National Geodetic Survey in June 1991..
 MC0533
 MC0533.The geoid height was determined by GEOID03.
 MC0533
 MC0533.The dynamic height is computed by dividing the NAVD 88
 MC0533.geopotential number by the normal gravity value computed on the
 MC0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0533.degrees latitude (g = 980.6199 gals.).
 MC0533
 MC0533.The modeled gravity was interpolated from observed gravity values.
 MC0533
 MC0533;                    North         East    Units  Estimated Accuracy
 MC0533;SPC OH N     -   193,360.      495,220.      MT  (+/- 180 meters Scaled)
 MC0533
 MC0533                          SUPERSEDED SURVEY CONTROL
 MC0533
 MC0533  NGVD 29 (??/??/92)  204.577  (m)          671.18   (f) ADJ UNCH    1 1
 MC0533
 MC0533.Superseded values are not recommended for survey control.
 MC0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0533.See file dsdata.txt to determine how the superseded data were derived.
 MC0533
 MC0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF698869(NAD 83)
 MC0533_MARKER: DD = SURVEY DISK
 MC0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0533_STAMPING: 672 87 RHP 1951
 MC0533_MARK LOGO: USGS  
 MC0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0533+STABILITY: SURFACE MOTION
 MC0533
 MC0533  HISTORY     - Date     Condition        Report By
 MC0533  HISTORY     - 1951     MONUMENTED       USGS
 MC0533  HISTORY     - 1968     GOOD             CGS
 MC0533  HISTORY     - 1984     GOOD             USPSQD
 MC0533
 MC0533                          STATION DESCRIPTION
 MC0533
 MC0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0533'1.4 MI SW FROM TONTOGANY.
 MC0533'ABOUT 1.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0533'FROM THE STATION AT TONTOGANY, AT THE CROSSING OF LONG JUDSON
 MC0533'ROAD, 52 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 MC0533'43 FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING AND A SIDE
 MC0533'TRACK, 30 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 13 1/2
 MC0533'FEET EAST OF MILEPOLE 180-10, 1.3 FEET EAST OF A METAL WITNESS
 MC0533'POST, 5 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 MC0533'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 MC0533'GROUND.  SEC 18, T 5N, R 10E.
 MC0533
 MC0533                          STATION RECOVERY (1984)
 MC0533
 MC0533'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0533'METAL WITNESS POST IS BADLY SHOT UP BY A SHOTGUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0584 ***********************************************************************
 KZ0584  DESIGNATION -  870
 KZ0584  PID         -  KZ0584
 KZ0584  STATE/COUNTY-  OH/HANCOCK
 KZ0584  USGS QUAD   -  ARLINGTON (1972)
 KZ0584
 KZ0584                         *CURRENT SURVEY CONTROL
 KZ0584  ___________________________________________________________________
 KZ0584* NAD 83(1986)-  40 53 25.     (N)    083 39 05.     (W)     SCALED    
 KZ0584* NAVD 88     -       264.720  (meters)     868.50   (feet)  POSTED    
 KZ0584  ___________________________________________________________________
 KZ0584  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 KZ0584  DYNAMIC HT  -         264.590 (meters)     868.08  (feet)  COMP
 KZ0584  MODELED GRAV-     980,124.1   (mgal)                       NAVD 88
 KZ0584
 KZ0584  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KZ0584
 KZ0584.The horizontal coordinates were scaled from a topographic map and have
 KZ0584.an estimated accuracy of +/- 6 seconds.
 KZ0584
 KZ0584.The orthometric height was determined by differential leveling
 KZ0584.and adjusted by the National Geodetic Survey in 1992..
 KZ0584.No vertical observational check was made to the station.
 KZ0584.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KZ0584.was located on a no-check spur therefore a value was not computed.
 KZ0584
 KZ0584.The geoid height was determined by GEOID03.
 KZ0584
 KZ0584.The dynamic height is computed by dividing the NAVD 88
 KZ0584.geopotential number by the normal gravity value computed on the
 KZ0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0584.degrees latitude (g = 980.6199 gals.).
 KZ0584
 KZ0584.The modeled gravity was interpolated from observed gravity values.
 KZ0584
 KZ0584;                    North         East    Units  Estimated Accuracy
 KZ0584;SPC OH N     -   136,520.      502,980.      MT  (+/- 180 meters Scaled)
 KZ0584
 KZ0584                          SUPERSEDED SURVEY CONTROL
 KZ0584
 KZ0584  NGVD 29 (??/??/92)  264.854  (m)          868.94   (f) ADJ UNCH    2 0
 KZ0584
 KZ0584.Superseded values are not recommended for survey control.
 KZ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0584.See file dsdata.txt to determine how the superseded data were derived.
 KZ0584
 KZ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF766299(NAD 83)
 KZ0584_MARKER: DD = SURVEY DISK
 KZ0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0584_SP_SET: BUTTRESS
 KZ0584_STAMPING: 870 ADJ 1903
 KZ0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0584
 KZ0584  HISTORY     - Date     Condition        Report By
 KZ0584  HISTORY     - 1903     MONUMENTED       USGS
 KZ0584  HISTORY     - 1934     GOOD             NGS
 KZ0584
 KZ0584                          STATION DESCRIPTION
 KZ0584
 KZ0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0584'AT ARLINGTON.
 KZ0584'AT ARLINGTON, HANCOCK COUNTY, ON STATE HIGHWAY 68, IN THE NORTHEAST
 KZ0584'BUTTRESS OF THE LUTHERAN CHURCH, 58.6 FEET WEST OF THE
 KZ0584'CENTERLINE OF THE HIGHWAY, AND ABOUT 2.8 FEET ABOVE GROUND.  A
 KZ0584'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 870
 KZ0584'ADJ 1903 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1615 ***********************************************************************
 KY1615  DESIGNATION -  871
 KY1615  PID         -  KY1615
 KY1615  STATE/COUNTY-  OH/HOLMES
 KY1615  USGS QUAD   -  HOLMESVILLE (1994)
 KY1615
 KY1615                         *CURRENT SURVEY CONTROL
 KY1615  ___________________________________________________________________
 KY1615* NAD 83(1986)-  40 37 39.     (N)    081 55 11.     (W)     SCALED    
 KY1615* NAVD 88     -       265.038  (meters)     869.55   (feet)  ADJUSTED  
 KY1615  ___________________________________________________________________
 KY1615  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1615  DYNAMIC HT  -         264.915 (meters)     869.14  (feet)  COMP
 KY1615  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 KY1615
 KY1615  VERT ORDER  -  SECOND    CLASS 0
 KY1615
 KY1615.The horizontal coordinates were scaled from a topographic map and have
 KY1615.an estimated accuracy of +/- 6 seconds.
 KY1615
 KY1615.The orthometric height was determined by differential leveling
 KY1615.and adjusted by the National Geodetic Survey in June 1991..
 KY1615
 KY1615.The geoid height was determined by GEOID03.
 KY1615
 KY1615.The dynamic height is computed by dividing the NAVD 88
 KY1615.geopotential number by the normal gravity value computed on the
 KY1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1615.degrees latitude (g = 980.6199 gals.).
 KY1615
 KY1615.The modeled gravity was interpolated from observed gravity values.
 KY1615
 KY1615;                    North         East    Units  Estimated Accuracy
 KY1615;SPC OH N     -   106,860.      649,090.      MT  (+/- 180 meters Scaled)
 KY1615
 KY1615                          SUPERSEDED SURVEY CONTROL
 KY1615
 KY1615  NGVD 29 (??/??/92)  265.26   (m)          870.3    (f) COMPUTED    2 0
 KY1615
 KY1615.Superseded values are not recommended for survey control.
 KY1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1615.See file dsdata.txt to determine how the superseded data were derived.
 KY1615
 KY1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME222978(NAD 83)
 KY1615_MARKER: P = PIPE CAP
 KY1615_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY1615_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KY1615_STAMPING: 871 OHIO
 KY1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1615
 KY1615  HISTORY     - Date     Condition        Report By
 KY1615  HISTORY     - UNK      MONUMENTED       USGS
 KY1615  HISTORY     - 1959     MARK NOT FOUND   NGS
 KY1615
 KY1615                          STATION DESCRIPTION
 KY1615
 KY1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1615'AT HOLMESVILLE.
 KY1615'AT HOLMESVILLE, HOLMES COUNTY, ABOUT 500 FEET NORTH ALONG THE
 KY1615'PENNSYLVANIA RAILROAD FROM THE STATION, AT A GRAVEL-ROAD
 KY1615'CROSSING, 20 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 KY1615'TRACK, 19 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 16 FEET
 KY1615'WEST OF A SEMAPHORE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 KY1615'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 KY1615'871 OHIO AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 KY1615'PROJECTING ABOUT 6 INCHES ABOVE GROUND.  NOTE-- IN DECEMBER 1934
 KY1615'IT WAS REPORTED THAT THE IRON PIPE WAS PARTLY RUSTED OFF BELOW
 KY1615'THE GROUND.  NOTE-- THE ROAD HAS BEEN WORKED ON AND THE BANK HAS
 KY1615'BEEN CUT BACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0525 ***********************************************************************
 LA0525  DESIGNATION -  875
 LA0525  PID         -  LA0525
 LA0525  STATE/COUNTY-  OH/MERCER
 LA0525  USGS QUAD   -  CELINA (1982)
 LA0525
 LA0525                         *CURRENT SURVEY CONTROL
 LA0525  ___________________________________________________________________
 LA0525* NAD 83(1986)-  40 32 41.     (N)    084 34 15.     (W)     SCALED    
 LA0525* NAVD 88     -       266.346  (meters)     873.84   (feet)  ADJUSTED  
 LA0525  ___________________________________________________________________
 LA0525  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0525  DYNAMIC HT  -         266.219 (meters)     873.42  (feet)  COMP
 LA0525  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 LA0525
 LA0525  VERT ORDER  -  SECOND    CLASS 0
 LA0525
 LA0525.The horizontal coordinates were scaled from a topographic map and have
 LA0525.an estimated accuracy of +/- 6 seconds.
 LA0525
 LA0525.The orthometric height was determined by differential leveling
 LA0525.and adjusted by the National Geodetic Survey in June 1991..
 LA0525.WARNING-Repeat measurements at this control monument indicate possible
 LA0525.vertical movement.
 LA0525
 LA0525.The geoid height was determined by GEOID03.
 LA0525
 LA0525.The dynamic height is computed by dividing the NAVD 88
 LA0525.geopotential number by the normal gravity value computed on the
 LA0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0525.degrees latitude (g = 980.6199 gals.).
 LA0525
 LA0525.The modeled gravity was interpolated from observed gravity values.
 LA0525
 LA0525;                    North         East    Units  Estimated Accuracy
 LA0525;SPC OH N     -    99,590.      424,600.      MT  (+/- 180 meters Scaled)
 LA0525
 LA0525                          SUPERSEDED SURVEY CONTROL
 LA0525
 LA0525  NGVD 29 (??/??/92)  266.497  (m)          874.33   (f) ADJ UNCH    2 0
 LA0525
 LA0525.Superseded values are not recommended for survey control.
 LA0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0525.See file dsdata.txt to determine how the superseded data were derived.
 LA0525
 LA0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK057910(NAD 83)
 LA0525_MARKER: P = PIPE CAP
 LA0525_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0525_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LA0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0525
 LA0525  HISTORY     - Date     Condition        Report By
 LA0525  HISTORY     - UNK      MONUMENTED       USGS
 LA0525  HISTORY     - 1947     GOOD             NGS
 LA0525
 LA0525                          STATION DESCRIPTION
 LA0525
 LA0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0525'AT CELINA.
 LA0525'AT CELINA, MERCER COUNTY, ON THE NEW YORK, CHICAGO AND ST. LOUIS
 LA0525'RAILROAD, AT THE CROSSING OF U.S. HIGHWAY 127, AT THE NORTHWEST
 LA0525'CORNER OF LAKE ST. MARY, 4 RAILS WEST OF THE HIGHWAY, 4.3 FEET
 LA0525'NORTH OF THE CONCRETE PAVEMENT, 3 FEET EAST OF A RIGHT-OF-WAY
 LA0525'MARKER, 2.5 FEET EAST OF A 10-INCH MULBERRY TREE, AND ABOUT 9
 LA0525'INCHES HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1113 ***********************************************************************
 JY1113  DESIGNATION -  875
 JY1113  PID         -  JY1113
 JY1113  STATE/COUNTY-  OH/GREENE
 JY1113  USGS QUAD   -  YELLOW SPRINGS (1992)
 JY1113
 JY1113                         *CURRENT SURVEY CONTROL
 JY1113  ___________________________________________________________________
 JY1113* NAD 83(1986)-  39 45 58.     (N)    083 54 57.     (W)     SCALED    
 JY1113* NAVD 88     -       266.260  (meters)     873.55   (feet)  ADJUSTED  
 JY1113  ___________________________________________________________________
 JY1113  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JY1113  DYNAMIC HT  -         266.112 (meters)     873.07  (feet)  COMP
 JY1113  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 JY1113
 JY1113  VERT ORDER  -  SECOND    CLASS 0
 JY1113
 JY1113.The horizontal coordinates were scaled from a topographic map and have
 JY1113.an estimated accuracy of +/- 6 seconds.
 JY1113
 JY1113.The orthometric height was determined by differential leveling
 JY1113.and adjusted by the National Geodetic Survey in June 1991..
 JY1113
 JY1113.The geoid height was determined by GEOID03.
 JY1113
 JY1113.The dynamic height is computed by dividing the NAVD 88
 JY1113.geopotential number by the normal gravity value computed on the
 JY1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1113.degrees latitude (g = 980.6199 gals.).
 JY1113
 JY1113.The modeled gravity was interpolated from observed gravity values.
 JY1113
 JY1113;                    North         East    Units  Estimated Accuracy
 JY1113;SPC OH S     -   197,020.      478,700.      MT  (+/- 180 meters Scaled)
 JY1113
 JY1113                          SUPERSEDED SURVEY CONTROL
 JY1113
 JY1113  NGVD 29 (??/??/92)  266.446  (m)          874.16   (f) ADJ UNCH    2 0
 JY1113
 JY1113.Superseded values are not recommended for survey control.
 JY1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1113.See file dsdata.txt to determine how the superseded data were derived.
 JY1113
 JY1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE502058(NAD 83)
 JY1113_MARKER: DD = SURVEY DISK
 JY1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY1113_SP_SET: PLATFORM
 JY1113_STAMPING: 875 COLUMBUS
 JY1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY1113+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 JY1113
 JY1113  HISTORY     - Date     Condition        Report By
 JY1113  HISTORY     - UNK      MONUMENTED       USGS
 JY1113  HISTORY     - 1935     GOOD             NGS
 JY1113  HISTORY     - 20011231 MARK NOT FOUND   INDIV
 JY1113  HISTORY     - 20020817 GOOD             INDIV
 JY1113  HISTORY     - 20030616 POOR             OHDT
 JY1113
 JY1113                          STATION DESCRIPTION
 JY1113
 JY1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY1113'AT GOES.
 JY1113'AT THE VILLAGE OF GOES, GREENE COUNTY, ON U.S. HIGHWAY 68, 24 YARDS
 JY1113'NORTH OF THE TOWN LIMIT, 20 YARDS WEST OF THE CENTERLINE OF THE
 JY1113'HIGHWAY, AT THE PUBLIC SCHOOL, IN THE NORTHEAST CORNER OF THE
 JY1113'EAST ENTRANCE, AND 0.5 FOOT ABOVE THE CONCRETE PLATFORM.  A
 JY1113'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 875
 JY1113'COLUMBUS AND SET VERTICALLY.
 JY1113
 JY1113                          STATION RECOVERY (2001)
 JY1113
 JY1113'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RAA)
 JY1113'THE SCHOOL HOUSE IS NOW A CHURCH.  THE MAIN ROAD NOW IS WEST OF THE
 JY1113'OLD SCHOOL, THOUGH A SPUR OF OLD US 68 LEADS TO THE PARKING LOT OF THE
 JY1113'CHURCH.  THE BUILDING HAS BEEN MODIFIED CONSIDERABLY.  THE MARK NOW IS
 JY1113'UNDER CONCTRETE CONSTRUCTION OR POSSIBLY UNDER A WOODEN PORCH ON THE
 JY1113'EAST END OF THE BUILDING.
 JY1113
 JY1113                          STATION RECOVERY (2002)
 JY1113
 JY1113'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCB)
 JY1113'ABOUT 3.2 MILES SOUTH OF YELLOW SPRINGS, GREENE COUNTY, OHIO ON THE
 JY1113'EAST SIDE OF ROUTE 68, AT THE YELLOW SPRINGS UNITARIAN FELLOWSHIP, AT
 JY1113'THE EAST ENTRANCE, TO THE RIGHT AND BELOW THE LEVEL OF THE DECK.  A
 JY1113'LOOSE BOARD IN THE DECK ALLOWS ACCESS.  IT IS SET VERTICALLY AND HAS
 JY1113'BEEN WHITEWASHED BUT IS READABLE.
 JY1113' 
 JY1113
 JY1113                          STATION RECOVERY (2003)
 JY1113
 JY1113'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 JY1113'SCHOOLHOUSE IS NOW OWNED BY A LOCAL CHURCH.  US 68 HAS BEEN RELOCATED
 JY1113'SO MARK IS LOCATED ON EAST SIDE OF CHURCH AWAY FROM MAIN HIGHWAY.
 JY1113'HOWEVER, PORCH HAS BEEN COVERED BY WOODEN DECK AND IS NOT READILY
 JY1113'ACCESSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2707 ***********************************************************************
 JZ2707  DESIGNATION -  876 RESET
 JZ2707  PID         -  JZ2707
 JZ2707  STATE/COUNTY-  OH/PREBLE
 JZ2707  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ2707
 JZ2707                         *CURRENT SURVEY CONTROL
 JZ2707  ___________________________________________________________________
 JZ2707* NAD 83(1986)-  39 38 55.     (N)    084 31 42.     (W)     SCALED    
 JZ2707* NAVD 88     -       266.74   (+/-2cm)     875.1    (feet)  VERTCON   
 JZ2707  ___________________________________________________________________
 JZ2707  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ2707
 JZ2707  VERT ORDER  -  THIRD (See Below)
 JZ2707
 JZ2707.The horizontal coordinates were scaled from a topographic map and have
 JZ2707.an estimated accuracy of +/- 6 seconds.
 JZ2707
 JZ2707.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2707.The vertical order pertains to the NGVD 29 superseded value.
 JZ2707
 JZ2707.The geoid height was determined by GEOID03.
 JZ2707
 JZ2707;                    North         East    Units  Estimated Accuracy
 JZ2707;SPC OH S     -   184,970.      425,930.      MT  (+/- 180 meters Scaled)
 JZ2707
 JZ2707                          SUPERSEDED SURVEY CONTROL
 JZ2707
 JZ2707  NGVD 29 (10/13/05)  266.91   (m)          875.7    (f) RESET       3  
 JZ2707
 JZ2707.Superseded values are not recommended for survey control.
 JZ2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2707.See file dsdata.txt to determine how the superseded data were derived.
 JZ2707
 JZ2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ120916(NAD 83)
 JZ2707_MARKER: DB = BENCH MARK DISK
 JZ2707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ2707_SP_SET: BUILDING
 JZ2707_STAMPING: 876 USGS RESET 1976
 JZ2707_MARK LOGO: NGS   
 JZ2707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2707+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 JZ2707
 JZ2707  HISTORY     - Date     Condition        Report By
 JZ2707  HISTORY     - 1976     MONUMENTED       NGS
 JZ2707  HISTORY     - 20030822 GOOD             GEOCAC
 JZ2707
 JZ2707                          STATION DESCRIPTION
 JZ2707
 JZ2707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 JZ2707'IN GRATIS.
 JZ2707'IN GRATIS, AT THE INTERSECTION OF STATE HIGHWAYS 503 AND 122, SET
 JZ2707'VERTICALLY IN THE EAST FACE OF THE NORTHEAST CORNER OF A RED BRICK
 JZ2707'BUILDING (ANTIQUES), 33.0 FEET SOUTH OF THE CENTERLINE OF FRANKLIN
 JZ2707'STREET (HIGHWAY 122), 34.0 FEET WEST OF THE CENTERLINE OF ADA DOTY
 JZ2707'STREET (HIGHWAY 503), AND 1.0 FOOT SOUTH OF THE NORTHEAST CORNER.
 JZ2707'THE MARK IS 1.5 FT ABOVE SIDEWALK.
 JZ2707
 JZ2707                          STATION RECOVERY (2003)
 JZ2707
 JZ2707'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ2707'39 38.913 84 31.694 (24 FT ACCURACY)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0676 ***********************************************************************
 KZ0676  DESIGNATION -  878
 KZ0676  PID         -  KZ0676
 KZ0676  STATE/COUNTY-  OH/COSHOCTON
 KZ0676  USGS QUAD   -  BRINKHAVEN (1982)
 KZ0676
 KZ0676                         *CURRENT SURVEY CONTROL
 KZ0676  ___________________________________________________________________
 KZ0676* NAD 83(1986)-  40 24 46.     (N)    082 10 41.     (W)     SCALED    
 KZ0676* NAVD 88     -       267.387  (meters)     877.25   (feet)  ADJUSTED  
 KZ0676  ___________________________________________________________________
 KZ0676  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KZ0676  DYNAMIC HT  -         267.254 (meters)     876.82  (feet)  COMP
 KZ0676  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 KZ0676
 KZ0676  VERT ORDER  -  SECOND    CLASS 0
 KZ0676
 KZ0676.The horizontal coordinates were scaled from a topographic map and have
 KZ0676.an estimated accuracy of +/- 6 seconds.
 KZ0676
 KZ0676.The orthometric height was determined by differential leveling
 KZ0676.and adjusted by the National Geodetic Survey in June 1991..
 KZ0676
 KZ0676.The geoid height was determined by GEOID03.
 KZ0676
 KZ0676.The dynamic height is computed by dividing the NAVD 88
 KZ0676.geopotential number by the normal gravity value computed on the
 KZ0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0676.degrees latitude (g = 980.6199 gals.).
 KZ0676
 KZ0676.The modeled gravity was interpolated from observed gravity values.
 KZ0676
 KZ0676;                    North         East    Units  Estimated Accuracy
 KZ0676;SPC OH N     -    82,900.      627,330.      MT  (+/- 180 meters Scaled)
 KZ0676
 KZ0676                          SUPERSEDED SURVEY CONTROL
 KZ0676
 KZ0676  NGVD 29 (??/??/92)  267.590  (m)          877.92   (f) ADJ UNCH    2 0
 KZ0676
 KZ0676.Superseded values are not recommended for survey control.
 KZ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0676.See file dsdata.txt to determine how the superseded data were derived.
 KZ0676
 KZ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME000742(NAD 83)
 KZ0676_MARKER: DD = SURVEY DISK
 KZ0676_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0676_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0676_STAMPING: 878 OHIO
 KZ0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0676
 KZ0676  HISTORY     - Date     Condition        Report By
 KZ0676  HISTORY     - UNK      MONUMENTED       USGS
 KZ0676  HISTORY     - 1934     GOOD             NGS
 KZ0676
 KZ0676                          STATION DESCRIPTION
 KZ0676
 KZ0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0676'AT CAVALLO.
 KZ0676'AT CAVALLO, COSHOCTON COUNTY, AT THE PENNSYLVANIA RAILROAD STATION,
 KZ0676'73 FEET EAST OF THE EAST RAIL, 64 FEET WEST OF THE CENTERLINE
 KZ0676'OF A GRAVEL ROAD, 24 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 KZ0676'ROAD, 7 FEET NORTH OF THE NORTHWEST CORNER OF A WHITE HOUSE,
 KZ0676'2.8 FEET NORTHEAST OF A 14-INCH MAPLE TREE, AND ABOUT 12 FEET
 KZ0676'ABOVE THE LEVEL OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 KZ0676'STANDARD CAP, STAMPED 878 OHIO AND RIVETED ON THE TOP OF A
 KZ0676'3-1/2-INCH IRON PIPE PROJECTING ABOUT 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0993 ***********************************************************************
 MB0993  DESIGNATION -  88
 MB0993  PID         -  MB0993
 MB0993  STATE/COUNTY-  OH/ASHTABULA
 MB0993  USGS QUAD   -  NORTH KINGSVILLE (1994)
 MB0993
 MB0993                         *CURRENT SURVEY CONTROL
 MB0993  ___________________________________________________________________
 MB0993* NAD 83(1986)-  41 54 20.     (N)    080 41 59.     (W)     SCALED    
 MB0993* NAVD 88     -       201.439  (meters)     660.89   (feet)  POSTED    
 MB0993  ___________________________________________________________________
 MB0993  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 MB0993  DYNAMIC HT  -         201.370 (meters)     660.66  (feet)  COMP
 MB0993  MODELED GRAV-     980,262.5   (mgal)                       NAVD 88
 MB0993
 MB0993  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MB0993
 MB0993.The horizontal coordinates were scaled from a topographic map and have
 MB0993.an estimated accuracy of +/- 6 seconds.
 MB0993
 MB0993.The orthometric height was determined by differential leveling
 MB0993.and adjusted by the National Geodetic Survey in 1992..
 MB0993.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MB0993.rate of 1.1 thru 2.0 mm/km.
 MB0993
 MB0993.The geoid height was determined by GEOID03.
 MB0993
 MB0993.The dynamic height is computed by dividing the NAVD 88
 MB0993.geopotential number by the normal gravity value computed on the
 MB0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0993.degrees latitude (g = 980.6199 gals.).
 MB0993
 MB0993.The modeled gravity was interpolated from observed gravity values.
 MB0993
 MB0993;                    North         East    Units  Estimated Accuracy
 MB0993;SPC OH N     -   250,170.      749,370.      MT  (+/- 180 meters Scaled)
 MB0993
 MB0993                          SUPERSEDED SURVEY CONTROL
 MB0993
 MB0993  NGVD 29 (??/??/92)  201.688  (m)          661.70   (f) ADJ UNCH    1 2
 MB0993
 MB0993.Superseded values are not recommended for survey control.
 MB0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0993.See file dsdata.txt to determine how the superseded data were derived.
 MB0993
 MB0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG249393(NAD 83)
 MB0993_MARKER: B = BOLT
 MB0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0993_SP_SET: SIGNAL BASE
 MB0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0993
 MB0993  HISTORY     - Date     Condition        Report By
 MB0993  HISTORY     - 1934     MONUMENTED       NYCRR
 MB0993  HISTORY     - 1934     GOOD             NGS
 MB0993  HISTORY     - 19931026 MARK NOT FOUND   OHDT
 MB0993  HISTORY     - 19960519 MARK NOT FOUND   USPSQD
 MB0993
 MB0993                          STATION DESCRIPTION
 MB0993
 MB0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MB0993'0.5 MI W FROM KINGSVILLE.
 MB0993'0.5 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MB0993'STATION AT KINGSVILLE, ASHTABULA COUNTY, AT AUTOMATIC BLOCK SIGNAL
 MB0993'1232, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE, 8
 MB0993'FEET SOUTH OF THE SOUTH RAIL, AND 1 FOOT LOWER THAN THE BASE OF
 MB0993'THE RAIL.  AN IRON BOLT.
 MB0993
 MB0993                          STATION RECOVERY (1993)
 MB0993
 MB0993'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 MB0993'MARK NOT FOUND.
 MB0993
 MB0993                          STATION RECOVERY (1996)
 MB0993
 MB0993'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0540 ***********************************************************************
 MC0540  DESIGNATION -  88 RHP
 MC0540  PID         -  MC0540
 MC0540  STATE/COUNTY-  OH/WOOD
 MC0540  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 MC0540
 MC0540                         *CURRENT SURVEY CONTROL
 MC0540  ___________________________________________________________________
 MC0540* NAD 83(1986)-  41 26 16.     (N)    083 43 31.     (W)     SCALED    
 MC0540* NAVD 88     -       203.170  (meters)     666.57   (feet)  ADJUSTED  
 MC0540  ___________________________________________________________________
 MC0540  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 MC0540  DYNAMIC HT  -         203.086 (meters)     666.29  (feet)  COMP
 MC0540  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 MC0540
 MC0540  VERT ORDER  -  FIRST     CLASS I
 MC0540
 MC0540.The horizontal coordinates were scaled from a topographic map and have
 MC0540.an estimated accuracy of +/- 6 seconds.
 MC0540
 MC0540.The orthometric height was determined by differential leveling
 MC0540.and adjusted by the National Geodetic Survey in June 1991..
 MC0540.WARNING-Repeat measurements at this control monument indicate possible
 MC0540.vertical movement.
 MC0540
 MC0540.The geoid height was determined by GEOID03.
 MC0540
 MC0540.The dynamic height is computed by dividing the NAVD 88
 MC0540.geopotential number by the normal gravity value computed on the
 MC0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0540.degrees latitude (g = 980.6199 gals.).
 MC0540
 MC0540.The modeled gravity was interpolated from observed gravity values.
 MC0540
 MC0540;                    North         East    Units  Estimated Accuracy
 MC0540;SPC OH N     -   197,400.      497,600.      MT  (+/- 180 meters Scaled)
 MC0540
 MC0540                          SUPERSEDED SURVEY CONTROL
 MC0540
 MC0540  NGVD 29 (??/??/92)  203.361  (m)          667.19   (f) ADJ UNCH    1 1
 MC0540
 MC0540.Superseded values are not recommended for survey control.
 MC0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0540.See file dsdata.txt to determine how the superseded data were derived.
 MC0540
 MC0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF723909(NAD 83)
 MC0540_MARKER: DD = SURVEY DISK
 MC0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0540_SP_SET: CONCRETE POST
 MC0540_STAMPING: 668 88 RHP 1951
 MC0540_MARK LOGO: USGS  
 MC0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0540+STABILITY: SURFACE MOTION
 MC0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0540+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 MC0540
 MC0540  HISTORY     - Date     Condition        Report By
 MC0540  HISTORY     - 1951     MONUMENTED       USGS
 MC0540  HISTORY     - 1968     GOOD             NGS
 MC0540  HISTORY     - 1984     GOOD             USPSQD
 MC0540  HISTORY     - 1987     GOOD             USPSQD
 MC0540  HISTORY     - 19930719 GOOD             NGS
 MC0540  HISTORY     - 20041119 GOOD             INDIV
 MC0540
 MC0540                          STATION DESCRIPTION
 MC0540
 MC0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0540'1.5 MI NE FROM TONTOGANY.
 MC0540'ABOUT 1.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0540'FROM THE STATION AT TONTOGANY, 68 1/2 FEET EAST OF THE CENTER OF
 MC0540'THE CROSSING OF CROSS CREEK ROAD, 45.6 FEET SOUTHEAST OF THE
 MC0540'SOUTHEAST RAIL, 18 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 MC0540'38 FEET SOUTH OF MILEPOLE 183-05, 2 FEET NORTH OF A FENCE CORNER,
 MC0540'1.2 FEET SOUTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE
 MC0540'LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MC0540'5 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 32, T 6N, R 10E.
 MC0540
 MC0540                          STATION RECOVERY (1984)
 MC0540
 MC0540'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0540'RECOVERED IN GOOD CONDITION.
 MC0540
 MC0540                          STATION RECOVERY (1987)
 MC0540
 MC0540'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0540'RECOVERED IN GOOD CONDITION.
 MC0540
 MC0540                          STATION RECOVERY (1993)
 MC0540
 MC0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0540'3.7 KM (2.30 MI) SOUTHWESTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM
 MC0540'THE JUNCTION OF STATE HIGHWAY 64 IN HASKINS, 13.8 M (45.3 FT)
 MC0540'SOUTHEAST OF THE NEAR RAIL, 11.4 M (37.4 FT) SOUTH-SOUTHWEST OF A
 MC0540'UTILITY POLE, 10.5 M (34.4 FT) SOUTHWEST OF BENCH MARK X 170, 5.7 M
 MC0540'(18.7 FT) NORTH OF THE CENTER OF CROSS CREEK ROAD, 5.7 M (18.7 FT)
 MC0540'WEST OF A UTILITY POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK,
 MC0540'0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2
 MC0540'M (0.7 FT) ABOVE THE GROUND SURFACE.
 MC0540
 MC0540                          STATION RECOVERY (2004)
 MC0540
 MC0540'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DET)
 MC0540'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0491 ***********************************************************************
 MB0491  DESIGNATION -  880
 MB0491  PID         -  MB0491
 MB0491  STATE/COUNTY-  OH/TRUMBULL
 MB0491  USGS QUAD   -  WARREN (1994)
 MB0491
 MB0491                         *CURRENT SURVEY CONTROL
 MB0491  ___________________________________________________________________
 MB0491* NAD 83(1986)-  41 13 59.     (N)    080 49 11.     (W)     SCALED    
 MB0491* NAVD 88     -       268.112  (meters)     879.63   (feet)  ADJUSTED  
 MB0491  ___________________________________________________________________
 MB0491  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 MB0491  DYNAMIC HT  -         267.996 (meters)     879.25  (feet)  COMP
 MB0491  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 MB0491
 MB0491  VERT ORDER  -  FIRST     CLASS II
 MB0491
 MB0491.The horizontal coordinates were scaled from a topographic map and have
 MB0491.an estimated accuracy of +/- 6 seconds.
 MB0491
 MB0491.The orthometric height was determined by differential leveling
 MB0491.and adjusted by the National Geodetic Survey in June 1991..
 MB0491
 MB0491.The geoid height was determined by GEOID03.
 MB0491
 MB0491.The dynamic height is computed by dividing the NAVD 88
 MB0491.geopotential number by the normal gravity value computed on the
 MB0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0491.degrees latitude (g = 980.6199 gals.).
 MB0491
 MB0491.The modeled gravity was interpolated from observed gravity values.
 MB0491
 MB0491;                    North         East    Units  Estimated Accuracy
 MB0491;SPC OH N     -   175,300.      740,860.      MT  (+/- 180 meters Scaled)
 MB0491
 MB0491                          SUPERSEDED SURVEY CONTROL
 MB0491
 MB0491  NGVD 29 (??/??/92)  268.299  (m)          880.24   (f) ADJ UNCH    1 2
 MB0491
 MB0491.Superseded values are not recommended for survey control.
 MB0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0491.See file dsdata.txt to determine how the superseded data were derived.
 MB0491
 MB0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF151646(NAD 83)
 MB0491_MARKER: DD = SURVEY DISK
 MB0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0491_SP_SET: BUILDING
 MB0491_STAMPING: 880 ADJ 1903
 MB0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0491
 MB0491  HISTORY     - Date     Condition        Report By
 MB0491  HISTORY     - 1903     MONUMENTED       USGS
 MB0491  HISTORY     - 1950     GOOD             NGS
 MB0491  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 MB0491  HISTORY     - 19911028 MARK NOT FOUND   OHDT
 MB0491
 MB0491                          STATION DESCRIPTION
 MB0491
 MB0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0491'AT WARREN.
 MB0491'ABOUT 300 FEET SOUTH OF THE ERIE RAILROAD STATION, AND ABOUT
 MB0491'60 FEET SOUTH OF THE BALTIMORE AND OHIO FREIGHT STATION. IN
 MB0491'THE NORTH EAST CORNER OF A BRICK BUILDING OCCUPIED BY THE
 MB0491'HETZ IMPROVEMENT COMPANY.  IT IS 1.5 FEET SOUTH OF THE NORTHEAST
 MB0491'CORNER AND ABOUT 3 FEET ABOVE THE LEVEL OF SIDEWALK.  A STANDARD
 MB0491'U.S.G.S. DISK SET VERTICALLY.
 MB0491
 MB0491                          STATION RECOVERY (1984)
 MB0491
 MB0491'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MB0491'MARK NOT FOUND.
 MB0491
 MB0491                          STATION RECOVERY (1991)
 MB0491
 MB0491'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991
 MB0491'------ REPORT BY ODOT ---------1991--------- CONDITION - UNKNOWN ----
 MB0491'NOTE*UNABLE TO LOCATE FREIGHT STATION AT RAILROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1793 ***********************************************************************
 MB1793  DESIGNATION -  880
 MB1793  PID         -  MB1793
 MB1793  STATE/COUNTY-  OH/CUYAHOGA
 MB1793  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1793
 MB1793                         *CURRENT SURVEY CONTROL
 MB1793  ___________________________________________________________________
 MB1793* NAD 83(1986)-  41 28 11.     (N)    081 39 15.     (W)     SCALED    
 MB1793* NAVD 88     -       208.581  (meters)     684.32   (feet)  ADJUSTED  
 MB1793  ___________________________________________________________________
 MB1793  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 MB1793  DYNAMIC HT  -         208.498 (meters)     684.05  (feet)  COMP
 MB1793  MODELED GRAV-     980,218.6   (mgal)                       NAVD 88
 MB1793
 MB1793  VERT ORDER  -  FIRST     CLASS II
 MB1793
 MB1793.The horizontal coordinates were scaled from a topographic map and have
 MB1793.an estimated accuracy of +/- 6 seconds.
 MB1793
 MB1793.The orthometric height was determined by differential leveling
 MB1793.and adjusted by the National Geodetic Survey in June 1991..
 MB1793
 MB1793.The geoid height was determined by GEOID03.
 MB1793
 MB1793.The dynamic height is computed by dividing the NAVD 88
 MB1793.geopotential number by the normal gravity value computed on the
 MB1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1793.degrees latitude (g = 980.6199 gals.).
 MB1793
 MB1793.The modeled gravity was interpolated from observed gravity values.
 MB1793
 MB1793;                    North         East    Units  Estimated Accuracy
 MB1793;SPC OH N     -   200,570.      670,650.      MT  (+/- 180 meters Scaled)
 MB1793
 MB1793                          SUPERSEDED SURVEY CONTROL
 MB1793
 MB1793  NGVD 29 (06/03/92)  208.810  (m)          685.07   (f) ADJUSTED    1 2
 MB1793
 MB1793.Superseded values are not recommended for survey control.
 MB1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1793.See file dsdata.txt to determine how the superseded data were derived.
 MB1793
 MB1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF453911(NAD 83)
 MB1793_MARKER: DD = SURVEY DISK
 MB1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1793_SP_SET: CONCRETE POST
 MB1793_STAMPING: 880
 MB1793_MARK LOGO: CRGS  
 MB1793_PROJECTION: RECESSED 5 CENTIMETERS
 MB1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1793+STABILITY: SURFACE MOTION
 MB1793
 MB1793  HISTORY     - Date     Condition        Report By
 MB1793  HISTORY     - 1939     MONUMENTED       CRGS
 MB1793  HISTORY     - 1983     GOOD             NGS
 MB1793
 MB1793                          STATION DESCRIPTION
 MB1793
 MB1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1793'IN CLEVELAND.
 MB1793'IN CLEVELAND, AT THE NORTHWEST CORNER OF THE INTERSECTION OF STATE
 MB1793'HIGHWAY 14 (BROADWAY AVENUE) AND MCBRIDE AVENUE, IN THE SIDEWALK, IN
 MB1793'TOP OF A CONCRETE POST AND PROTECTED BY A 9-INCH CAST IRON BOX WITH A
 MB1793'COVER, 9.36 METERS (30.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 MB1793'4.42 METERS (14.5 FT) NORTH OF THE CENTERLINE OF MCBRIDE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0432 ***********************************************************************
 MC0432  DESIGNATION -  883
 MC0432  PID         -  MC0432
 MC0432  STATE/COUNTY-  OH/SENECA
 MC0432  USGS QUAD   -  BLOOMVILLE (1988)
 MC0432
 MC0432                         *CURRENT SURVEY CONTROL
 MC0432  ___________________________________________________________________
 MC0432* NAD 83(1986)-  41 07 22.     (N)    083 01 02.     (W)     SCALED    
 MC0432* NAVD 88     -       269.155  (meters)     883.05   (feet)  ADJUSTED  
 MC0432  ___________________________________________________________________
 MC0432  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 MC0432  DYNAMIC HT  -         269.034 (meters)     882.66  (feet)  COMP
 MC0432  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 MC0432
 MC0432  VERT ORDER  -  FIRST     CLASS I
 MC0432
 MC0432.The horizontal coordinates were scaled from a topographic map and have
 MC0432.an estimated accuracy of +/- 6 seconds.
 MC0432
 MC0432.The orthometric height was determined by differential leveling
 MC0432.and adjusted by the National Geodetic Survey in April 1995..
 MC0432
 MC0432.The geoid height was determined by GEOID03.
 MC0432
 MC0432.The dynamic height is computed by dividing the NAVD 88
 MC0432.geopotential number by the normal gravity value computed on the
 MC0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0432.degrees latitude (g = 980.6199 gals.).
 MC0432
 MC0432.The modeled gravity was interpolated from observed gravity values.
 MC0432
 MC0432;                    North         East    Units  Estimated Accuracy
 MC0432;SPC OH N     -   161,820.      556,570.      MT  (+/- 180 meters Scaled)
 MC0432
 MC0432                          SUPERSEDED SURVEY CONTROL
 MC0432
 MC0432  NAVD 88 (06/15/91)  269.161  (m)          883.07   (f) UNKNOWN     1 1
 MC0432  NGVD 29 (01/19/93)  269.330  (m)          883.63   (f) ADJUSTED    1 1
 MC0432
 MC0432.Superseded values are not recommended for survey control.
 MC0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0432.See file dsdata.txt to determine how the superseded data were derived.
 MC0432
 MC0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF306543(NAD 83)
 MC0432_MARKER: DD = SURVEY DISK
 MC0432_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MC0432_SP_SET: BUILDING
 MC0432_STAMPING: 883 COL
 MC0432_MARK LOGO: USGS  
 MC0432_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0432+STABILITY: POSITION/ELEVATION WELL
 MC0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0432+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0432
 MC0432  HISTORY     - Date     Condition        Report By
 MC0432  HISTORY     - UNK      MONUMENTED       USGS
 MC0432  HISTORY     - 1968     GOOD             NGS
 MC0432  HISTORY     - 19921023 GOOD             NGS
 MC0432
 MC0432                          STATION DESCRIPTION
 MC0432
 MC0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0432'AT REPUBLIC.
 MC0432'AT REPUBLIC, ALONG WASHINGTON STREET, BETWEEN NORTH AND CENTER
 MC0432'STREETS, NEAR AN ALLEY, SET VERTICALLY IN THE WEST FACE OF THE
 MC0432'WATER TABLE AT THE SOUTHEAST CORNER OF A LARGE TWO-STORIED BRICK
 MC0432'BUILDING, 24.5 FEET EAST OF THE EAST CURB OF WASHINGTON STREET,
 MC0432'0.8 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, 1.3 FEET
 MC0432'ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 FEET ABOVE THE LEVEL
 MC0432'OF THE STREETS.
 MC0432
 MC0432                          STATION RECOVERY (1992)
 MC0432
 MC0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0432'IN REPUBLIC, AT THE INTERSECTION OF WASHINGTON AND NORTH STREETS, SET
 MC0432'VERTICALLY IN THE WEST FACE OF THE TOWN HALL, 62.7 M (205.7 FT) SOUTH
 MC0432'OF THE CENTER OF NORTH STREET, 15.3 M (50.2 FT) EAST OF THE CENTER OF
 MC0432'WASHINGTON STREET, 6.4 M (21.0 FT) NORTH OF THE CENTER OF AN ALLEY,
 MC0432'0.3 M (1.0 FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND 0.2
 MC0432'M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0679 ***********************************************************************
 KZ0679  DESIGNATION -  883
 KZ0679  PID         -  KZ0679
 KZ0679  STATE/COUNTY-  OH/KNOX
 KZ0679  USGS QUAD   -  BRINKHAVEN (1982)
 KZ0679
 KZ0679                         *CURRENT SURVEY CONTROL
 KZ0679  ___________________________________________________________________
 KZ0679* NAD 83(1986)-  40 27 32.     (N)    082 12 00.     (W)     SCALED    
 KZ0679* NAVD 88     -       269.027  (meters)     882.63   (feet)  ADJUSTED  
 KZ0679  ___________________________________________________________________
 KZ0679  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KZ0679  DYNAMIC HT  -         268.894 (meters)     882.20  (feet)  COMP
 KZ0679  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 KZ0679
 KZ0679  VERT ORDER  -  SECOND    CLASS 0
 KZ0679
 KZ0679.The horizontal coordinates were scaled from a topographic map and have
 KZ0679.an estimated accuracy of +/- 6 seconds.
 KZ0679
 KZ0679.The orthometric height was determined by differential leveling
 KZ0679.and adjusted by the National Geodetic Survey in June 1991..
 KZ0679
 KZ0679.The geoid height was determined by GEOID03.
 KZ0679
 KZ0679.The dynamic height is computed by dividing the NAVD 88
 KZ0679.geopotential number by the normal gravity value computed on the
 KZ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0679.degrees latitude (g = 980.6199 gals.).
 KZ0679
 KZ0679.The modeled gravity was interpolated from observed gravity values.
 KZ0679
 KZ0679;                    North         East    Units  Estimated Accuracy
 KZ0679;SPC OH N     -    88,020.      625,450.      MT  (+/- 180 meters Scaled)
 KZ0679
 KZ0679                          SUPERSEDED SURVEY CONTROL
 KZ0679
 KZ0679  NGVD 29 (??/??/92)  269.229  (m)          883.30   (f) ADJ UNCH    2 0
 KZ0679
 KZ0679.Superseded values are not recommended for survey control.
 KZ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0679.See file dsdata.txt to determine how the superseded data were derived.
 KZ0679
 KZ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE982793(NAD 83)
 KZ0679_MARKER: Q = CHISELED SQUARE
 KZ0679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0679_SP_SET: ABUTMENT
 KZ0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0679
 KZ0679  HISTORY     - Date     Condition        Report By
 KZ0679  HISTORY     - UNK      MONUMENTED       PRR
 KZ0679  HISTORY     - 1934     GOOD             NGS
 KZ0679
 KZ0679                          STATION DESCRIPTION
 KZ0679
 KZ0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0679'0.9 MI S FROM BRINK HAVEN.
 KZ0679'0.9 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KZ0679'AT BRINK HAVEN, KNOX COUNTY, IN THE TOP OF THE SOUTHEAST CORNER
 KZ0679'OF THE SOUTHWEST ABUTMENT OF BRIDGE 27.89 OVER A DIRT
 KZ0679'ROAD, 1.5 FEET NORTHEAST OF THE NORTHEAST HEADWALL, AND 2.5
 KZ0679'FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A 2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0301 ***********************************************************************
 JZ0301  DESIGNATION -  886
 JZ0301  PID         -  JZ0301
 JZ0301  STATE/COUNTY-  OH/WARREN
 JZ0301  USGS QUAD   -  PLEASANT PLAIN (1968)
 JZ0301
 JZ0301                         *CURRENT SURVEY CONTROL
 JZ0301  ___________________________________________________________________
 JZ0301* NAD 83(1986)-  39 16 47.     (N)    084 06 44.     (W)     SCALED    
 JZ0301* NAVD 88     -       269.845  (meters)     885.32   (feet)  ADJUSTED  
 JZ0301  ___________________________________________________________________
 JZ0301  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JZ0301  DYNAMIC HT  -         269.678 (meters)     884.77  (feet)  COMP
 JZ0301  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 JZ0301
 JZ0301  VERT ORDER  -  FIRST     CLASS II
 JZ0301
 JZ0301.The horizontal coordinates were scaled from a topographic map and have
 JZ0301.an estimated accuracy of +/- 6 seconds.
 JZ0301
 JZ0301.The orthometric height was determined by differential leveling
 JZ0301.and adjusted by the National Geodetic Survey in June 1991..
 JZ0301
 JZ0301.The geoid height was determined by GEOID03.
 JZ0301
 JZ0301.The dynamic height is computed by dividing the NAVD 88
 JZ0301.geopotential number by the normal gravity value computed on the
 JZ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0301.degrees latitude (g = 980.6199 gals.).
 JZ0301
 JZ0301.The modeled gravity was interpolated from observed gravity values.
 JZ0301
 JZ0301;                    North         East    Units  Estimated Accuracy
 JZ0301;SPC OH S     -   143,310.      460,910.      MT  (+/- 180 meters Scaled)
 JZ0301
 JZ0301                          SUPERSEDED SURVEY CONTROL
 JZ0301
 JZ0301  NGVD 29 (??/??/92)  270.006  (m)          885.84   (f) ADJ UNCH    1 2
 JZ0301
 JZ0301.Superseded values are not recommended for survey control.
 JZ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0301.See file dsdata.txt to determine how the superseded data were derived.
 JZ0301
 JZ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ490517(NAD 83)
 JZ0301_MARKER: DD = SURVEY DISK
 JZ0301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JZ0301_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JZ0301_STAMPING: 886 OHIO
 JZ0301_MARK LOGO: USGS  
 JZ0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0301
 JZ0301  HISTORY     - Date     Condition        Report By
 JZ0301  HISTORY     - UNK      MONUMENTED       USGS
 JZ0301  HISTORY     - 1935     GOOD             CGS
 JZ0301  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0301
 JZ0301                          STATION DESCRIPTION
 JZ0301
 JZ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JZ0301'AT PLEASANT PLAIN.
 JZ0301'AT PLEASANT PLAIN, WARREN COUNTY, 45 YARDS SOUTHWEST OF THE
 JZ0301'SOUTHWEST CORNER OF THE BALTIMORE AND OHIO RAILROAD STATION, 30
 JZ0301'YARDS SOUTH OF THE SOUTH RAIL, 30 FEET EAST OF A STORE, 16 FEET
 JZ0301'EAST OF THE CENTERLINE OF A COUNTY ROAD, AND ABOUT 1-1/2-FEET
 JZ0301'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JZ0301'CAP, STAMPED 886 OHIO AND RIVETED ON THE TOP OF A 3-1/2-INCH
 JZ0301'IRON PIPE.
 JZ0301
 JZ0301                          STATION RECOVERY (1984)
 JZ0301
 JZ0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0301'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND,
 JZ0301'THE RAILROAD STATION AND STORE NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0827 ***********************************************************************
 KY0827  DESIGNATION -  887
 KY0827  PID         -  KY0827
 KY0827  STATE/COUNTY-  OH/JEFFERSON
 KY0827  USGS QUAD   -  SMITHFIELD (1984)
 KY0827
 KY0827                         *CURRENT SURVEY CONTROL
 KY0827  ___________________________________________________________________
 KY0827* NAD 83(1986)-  40 21 57.     (N)    080 47 58.     (W)     SCALED    
 KY0827* NAVD 88     -       270.242  (meters)     886.62   (feet)  ADJUSTED  
 KY0827  ___________________________________________________________________
 KY0827  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0827  DYNAMIC HT  -         270.096 (meters)     886.14  (feet)  COMP
 KY0827  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 KY0827
 KY0827  VERT ORDER  -  SECOND    CLASS 0
 KY0827
 KY0827.The horizontal coordinates were scaled from a topographic map and have
 KY0827.an estimated accuracy of +/- 6 seconds.
 KY0827
 KY0827.The orthometric height was determined by differential leveling
 KY0827.and adjusted by the National Geodetic Survey in June 1991..
 KY0827
 KY0827.The geoid height was determined by GEOID03.
 KY0827
 KY0827.The dynamic height is computed by dividing the NAVD 88
 KY0827.geopotential number by the normal gravity value computed on the
 KY0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0827.degrees latitude (g = 980.6199 gals.).
 KY0827
 KY0827.The modeled gravity was interpolated from observed gravity values.
 KY0827
 KY0827;                    North         East    Units  Estimated Accuracy
 KY0827;SPC OH N     -    79,050.      744,430.      MT  (+/- 180 meters Scaled)
 KY0827
 KY0827                          SUPERSEDED SURVEY CONTROL
 KY0827
 KY0827  NGVD 29 (??/??/92)  270.424  (m)          887.22   (f) ADJ UNCH    2 0
 KY0827
 KY0827.Superseded values are not recommended for survey control.
 KY0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0827.See file dsdata.txt to determine how the superseded data were derived.
 KY0827
 KY0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE170683(NAD 83)
 KY0827_MARKER: B = BOLT
 KY0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0827_SP_SET: BRIDGE
 KY0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0827
 KY0827  HISTORY     - Date     Condition        Report By
 KY0827  HISTORY     - UNK      MONUMENTED       PRR
 KY0827  HISTORY     - 1952     GOOD             NGS
 KY0827
 KY0827                          STATION DESCRIPTION
 KY0827
 KY0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KY0827'1 MI E FROM FAIRPLAY.
 KY0827'1.0 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0827'AT FAIRPLAY, JEFFERSON COUNTY, 33 YARDS EAST OF POLE 58/35, 64
 KY0827'YARDS EAST OF THE EAST PORTAL OF TUNNEL 7, AT BRIDGE NO. 58.64,
 KY0827'IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT, 2.7 YARDS
 KY0827'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, AND ABOUT 1 FOOT
 KY0827'BELOW THE TOP OF THE RAIL.  AN IRON BOLT.  NOTE-- IT WAS REPORTED
 KY0827'IN JULY 1952 THAT THIS MARK IS ON THE OLD RAILROAD LINE ABANDONED
 KY0827'IN CONNECTION WITH THE ELIMINATION OF TUNNELS 7 AND 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0739 ***********************************************************************
 KZ0739  DESIGNATION -  887
 KZ0739  PID         -  KZ0739
 KZ0739  STATE/COUNTY-  OH/LICKING
 KZ0739  USGS QUAD   -  NEWARK (1982)
 KZ0739
 KZ0739                         *CURRENT SURVEY CONTROL
 KZ0739  ___________________________________________________________________
 KZ0739* NAD 83(1986)-  40 06 02.     (N)    082 25 26.     (W)     SCALED    
 KZ0739* NAVD 88     -       270.164  (meters)     886.36   (feet)  ADJUSTED  
 KZ0739  ___________________________________________________________________
 KZ0739  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KZ0739  DYNAMIC HT  -         270.015 (meters)     885.87  (feet)  COMP
 KZ0739  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 KZ0739
 KZ0739  VERT ORDER  -  SECOND    CLASS 0
 KZ0739
 KZ0739.The horizontal coordinates were scaled from a topographic map and have
 KZ0739.an estimated accuracy of +/- 6 seconds.
 KZ0739
 KZ0739.The orthometric height was determined by differential leveling
 KZ0739.and adjusted by the National Geodetic Survey in June 1991..
 KZ0739
 KZ0739.The geoid height was determined by GEOID03.
 KZ0739
 KZ0739.The dynamic height is computed by dividing the NAVD 88
 KZ0739.geopotential number by the normal gravity value computed on the
 KZ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0739.degrees latitude (g = 980.6199 gals.).
 KZ0739
 KZ0739.The modeled gravity was interpolated from observed gravity values.
 KZ0739
 KZ0739;                    North         East    Units  Estimated Accuracy
 KZ0739;SPC OH S     -   233,200.      606,490.      MT  (+/- 180 meters Scaled)
 KZ0739
 KZ0739                          SUPERSEDED SURVEY CONTROL
 KZ0739
 KZ0739  NGVD 29 (??/??/92)  270.356  (m)          886.99   (f) ADJ UNCH    2 0
 KZ0739
 KZ0739.Superseded values are not recommended for survey control.
 KZ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0739.See file dsdata.txt to determine how the superseded data were derived.
 KZ0739
 KZ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE786398(NAD 83)
 KZ0739_MARKER: DD = SURVEY DISK
 KZ0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0739_SP_SET: FOUNDATION
 KZ0739_STAMPING: OHIO 887
 KZ0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0739
 KZ0739  HISTORY     - Date     Condition        Report By
 KZ0739  HISTORY     - UNK      MONUMENTED       USGS
 KZ0739  HISTORY     - 1954     GOOD             NGS
 KZ0739
 KZ0739                          STATION DESCRIPTION
 KZ0739
 KZ0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KZ0739'3.7 MI N FROM NEWARK.
 KZ0739'3.7 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ0739'NEWARK, LICKING COUNTY, 56 YARDS EAST OF THE CENTERLINE OF
 KZ0739'STATE HIGHWAY 13, 40 YARDS EAST OF THE EAST RAIL, IN THE WEST
 KZ0739'WALL OF THE A.C. WOLFE RED BRICK HOUSE, IN THE SAND-STONE
 KZ0739'FOUNDATION, 18 FEET NORTH OF THE SOUTHWEST CORNER, 6.5 FEET
 KZ0739'SOUTH OF THE NORTHWEST CORNER, 6 INCHES ABOVE A BASEMENT
 KZ0739'WINDOW, AND 1.7 FEET ABOVE GROUND.  A UNITED STATES GEOLOGICAL
 KZ0739'SURVEY STANDARD DISK, STAMPED OHIO 887 AND SET VERTICALLY.
 KZ0739'NOTE-- 15 FEET NORTH OF THE WEST DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0015 ***********************************************************************
 KZ0015  DESIGNATION -  888 RESET
 KZ0015  PID         -  KZ0015
 KZ0015  STATE/COUNTY-  OH/WAYNE
 KZ0015  USGS QUAD   -  WEST SALEM (1981)
 KZ0015
 KZ0015                         *CURRENT SURVEY CONTROL
 KZ0015  ___________________________________________________________________
 KZ0015* NAD 83(1986)-  40 54 40.     (N)    082 00 33.     (W)     SCALED    
 KZ0015* NAVD 88     -       270.404  (meters)     887.15   (feet)  ADJUSTED  
 KZ0015  ___________________________________________________________________
 KZ0015  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KZ0015  DYNAMIC HT  -         270.284 (meters)     886.76  (feet)  COMP
 KZ0015  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 KZ0015
 KZ0015  VERT ORDER  -  SECOND    CLASS 0
 KZ0015
 KZ0015.The horizontal coordinates were scaled from a topographic map and have
 KZ0015.an estimated accuracy of +/- 6 seconds.
 KZ0015
 KZ0015.The orthometric height was determined by differential leveling
 KZ0015.and adjusted by the National Geodetic Survey in June 1991..
 KZ0015
 KZ0015.The geoid height was determined by GEOID03.
 KZ0015
 KZ0015.The dynamic height is computed by dividing the NAVD 88
 KZ0015.geopotential number by the normal gravity value computed on the
 KZ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0015.degrees latitude (g = 980.6199 gals.).
 KZ0015
 KZ0015.The modeled gravity was interpolated from observed gravity values.
 KZ0015
 KZ0015;                    North         East    Units  Estimated Accuracy
 KZ0015;SPC OH N     -   138,310.      641,350.      MT  (+/- 180 meters Scaled)
 KZ0015
 KZ0015                          SUPERSEDED SURVEY CONTROL
 KZ0015
 KZ0015  NGVD 29 (??/??/92)  270.610  (m)          887.83   (f) ADJ UNCH    2 0
 KZ0015
 KZ0015.Superseded values are not recommended for survey control.
 KZ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0015.See file dsdata.txt to determine how the superseded data were derived.
 KZ0015
 KZ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF150293(NAD 83)
 KZ0015_MARKER: DD = SURVEY DISK
 KZ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0015_STAMPING: RESET 1941
 KZ0015_MARK LOGO: USGS  
 KZ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0015+STABILITY: SURFACE MOTION
 KZ0015
 KZ0015  HISTORY     - Date     Condition        Report By
 KZ0015  HISTORY     - 1941     MONUMENTED       USGS
 KZ0015  HISTORY     - 1959     GOOD             CGS
 KZ0015  HISTORY     - 1987     GOOD             OHDT
 KZ0015
 KZ0015                          STATION DESCRIPTION
 KZ0015
 KZ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0015'AT ARMSTRONG.
 KZ0015'AT ARMSTRONG, ALONG THE BALTIMORE AND OHIO RAILROAD, AT CROSSING
 KZ0015'OF COUNTY ROAD 186, 22 FEET WEST OF WEST RAIL, 25 FEET NORTHEAST
 KZ0015'OF CENTER LINE OF ROAD, 61 FEET NORTH-NORTHWEST OF CENTER OF
 KZ0015'CROSSING, 84 FEET NORTHWEST AND ACROSS TRACK FROM THE NORTHWEST
 KZ0015'CORNER OF COUNTY ROAD BRIDGE OVER KILLBUCK CREEK, 12 FEET SOUTHEAST
 KZ0015'OF A TELEPHONE POLE, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN
 KZ0015'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KZ0015
 KZ0015                          STATION RECOVERY (1987)
 KZ0015
 KZ0015'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0822 ***********************************************************************
 JZ0822  DESIGNATION -  89
 JZ0822  PID         -  JZ0822
 JZ0822  STATE/COUNTY-  OH/HAMILTON
 JZ0822  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0822
 JZ0822                         *CURRENT SURVEY CONTROL
 JZ0822  ___________________________________________________________________
 JZ0822* NAD 83(1986)-  39 08 10.     (N)    084 32 23.     (W)     SCALED    
 JZ0822* NAVD 88     -       155.141  (meters)     508.99   (feet)  ADJUSTED  
 JZ0822  ___________________________________________________________________
 JZ0822  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0822  DYNAMIC HT  -         155.043 (meters)     508.67  (feet)  COMP
 JZ0822  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 JZ0822
 JZ0822  VERT ORDER  -  FIRST     CLASS II
 JZ0822
 JZ0822.The horizontal coordinates were scaled from a topographic map and have
 JZ0822.an estimated accuracy of +/- 6 seconds.
 JZ0822
 JZ0822.The orthometric height was determined by differential leveling
 JZ0822.and adjusted by the National Geodetic Survey in June 1991..
 JZ0822
 JZ0822.The geoid height was determined by GEOID03.
 JZ0822
 JZ0822.The dynamic height is computed by dividing the NAVD 88
 JZ0822.geopotential number by the normal gravity value computed on the
 JZ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0822.degrees latitude (g = 980.6199 gals.).
 JZ0822
 JZ0822.The modeled gravity was interpolated from observed gravity values.
 JZ0822
 JZ0822;                    North         East    Units  Estimated Accuracy
 JZ0822;SPC OH S     -   128,120.      423,670.      MT  (+/- 180 meters Scaled)
 JZ0822
 JZ0822                          SUPERSEDED SURVEY CONTROL
 JZ0822
 JZ0822  NGVD 29 (??/??/92)  155.316  (m)          509.57   (f) ADJ UNCH    1 2
 JZ0822
 JZ0822.Superseded values are not recommended for survey control.
 JZ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0822.See file dsdata.txt to determine how the superseded data were derived.
 JZ0822
 JZ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ126347(NAD 83)
 JZ0822_MARKER: DD = SURVEY DISK
 JZ0822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0822_SP_SET: STEP
 JZ0822_STAMPING: 89
 JZ0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0822
 JZ0822  HISTORY     - Date     Condition        Report By
 JZ0822  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0822  HISTORY     - 1949     GOOD             NGS
 JZ0822  HISTORY     - 19930604 MARK NOT FOUND   NGS
 JZ0822
 JZ0822                          STATION DESCRIPTION
 JZ0822
 JZ0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0822'AT CINCINNATI.
 JZ0822'AT CINCINNATI, 106 FEET WEST OF THE WEST CURB OF GARRARD AVENUE,
 JZ0822'29.5 FEET NORTH OF THE NORTH CURB OF SPRING GROVE AVENUE, 1 FOOT
 JZ0822'EAST OF THE WEST END OF THE TOP STONE STEP TO THE WEST DOOR TO
 JZ0822'THE BRUCKMANN COMPANY BREWERY PLANT NO. 2 AND SET IN THE TOP
 JZ0822'STONE STEP AND 2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 JZ0822
 JZ0822                          STATION RECOVERY (1993)
 JZ0822
 JZ0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0822'THERE IS A NEW BUILDING AT THE DESCRIBED LOCATION.  ASSUMED
 JZ0822'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0487 ***********************************************************************
 MB0487  DESIGNATION -  890
 MB0487  PID         -  MB0487
 MB0487  STATE/COUNTY-  OH/TRUMBULL
 MB0487  USGS QUAD   -  WARREN (1994)
 MB0487
 MB0487                         *CURRENT SURVEY CONTROL
 MB0487  ___________________________________________________________________
 MB0487* NAD 83(1986)-  41 10 53.     (N)    080 45 55.     (W)     SCALED    
 MB0487* NAVD 88     -       271.113  (meters)     889.48   (feet)  ADJUSTED  
 MB0487  ___________________________________________________________________
 MB0487  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB0487  DYNAMIC HT  -         270.992 (meters)     889.08  (feet)  COMP
 MB0487  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 MB0487
 MB0487  VERT ORDER  -  FIRST     CLASS II
 MB0487
 MB0487.The horizontal coordinates were scaled from a topographic map and have
 MB0487.an estimated accuracy of +/- 6 seconds.
 MB0487
 MB0487.The orthometric height was determined by differential leveling
 MB0487.and adjusted by the National Geodetic Survey in June 1991..
 MB0487
 MB0487.The geoid height was determined by GEOID03.
 MB0487
 MB0487.The dynamic height is computed by dividing the NAVD 88
 MB0487.geopotential number by the normal gravity value computed on the
 MB0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0487.degrees latitude (g = 980.6199 gals.).
 MB0487
 MB0487.The modeled gravity was interpolated from observed gravity values.
 MB0487
 MB0487;                    North         East    Units  Estimated Accuracy
 MB0487;SPC OH N     -   169,650.      745,530.      MT  (+/- 180 meters Scaled)
 MB0487
 MB0487                          SUPERSEDED SURVEY CONTROL
 MB0487
 MB0487  NGVD 29 (??/??/92)  271.28   (m)          890.0    (f) COMPUTED    1 2
 MB0487
 MB0487.Superseded values are not recommended for survey control.
 MB0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0487.See file dsdata.txt to determine how the superseded data were derived.
 MB0487
 MB0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF196589(NAD 83)
 MB0487_MARKER: DD = SURVEY DISK
 MB0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0487_SP_SET: BUILDING
 MB0487_STAMPING: 890 ADJ 1903
 MB0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0487
 MB0487  HISTORY     - Date     Condition        Report By
 MB0487  HISTORY     - 1903     MONUMENTED       USGS
 MB0487  HISTORY     - 1950     GOOD             NGS
 MB0487  HISTORY     - 19930902 MARK NOT FOUND   OHDT
 MB0487  HISTORY     - 20060308 MARK NOT FOUND   GEOCAC
 MB0487
 MB0487                          STATION DESCRIPTION
 MB0487
 MB0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0487'IN NILES.
 MB0487'NILES, SEC. 5, T. N., R. 3 W., AT SOUTHWEST CORNER OF MAIN AND
 MB0487'WEST CHURCH STREETS, IN NORTH FACE OF NORTHEAST CORNER OF FIRST
 MB0487'PRESBYTERIAN CHURCH, ALUMINUM TABLET STAMPED 890 ADJ 1903.
 MB0487
 MB0487                          STATION RECOVERY (1993)
 MB0487
 MB0487'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0487'-------REPORT BY ODOT-------YEAR 1993--------CONDITION NOT FOUND--
 MB0487' 
 MB0487'CHURCH BELIEVED DESTROYED, THERE IS NOT A CHURCH LOCATED IN THE
 MB0487'SOUTHWEST CORNER OF MAIN AND CHURCH, NOR IS THERE A PRESBYTERIAN
 MB0487'CHURCH NEAR THAT INTERSECTION.
 MB0487
 MB0487                          STATION RECOVERY (2006)
 MB0487
 MB0487'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0487'THE CHURCH BUILDING HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0488 ***********************************************************************
 MB0488  DESIGNATION -  890 RESET
 MB0488  PID         -  MB0488
 MB0488  STATE/COUNTY-  OH/TRUMBULL
 MB0488  USGS QUAD   -  WARREN (1994)
 MB0488
 MB0488                         *CURRENT SURVEY CONTROL
 MB0488  ___________________________________________________________________
 MB0488* NAD 83(1986)-  41 10 53.     (N)    080 45 55.     (W)     SCALED    
 MB0488* NAVD 88     -       271.11   (+/-2cm)     889.5    (feet)  VERTCON   
 MB0488  ___________________________________________________________________
 MB0488  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB0488
 MB0488  VERT ORDER  -  THIRD (See Below)
 MB0488
 MB0488.The horizontal coordinates were scaled from a topographic map and have
 MB0488.an estimated accuracy of +/- 6 seconds.
 MB0488
 MB0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB0488.The vertical order pertains to the NGVD 29 superseded value.
 MB0488
 MB0488.The geoid height was determined by GEOID03.
 MB0488
 MB0488;                    North         East    Units  Estimated Accuracy
 MB0488;SPC OH N     -   169,650.      745,530.      MT  (+/- 180 meters Scaled)
 MB0488
 MB0488                          SUPERSEDED SURVEY CONTROL
 MB0488
 MB0488  NGVD 29 (??/??/??)  271.29   (m)          890.1    (f) RESET       3  
 MB0488
 MB0488.Superseded values are not recommended for survey control.
 MB0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0488.See file dsdata.txt to determine how the superseded data were derived.
 MB0488
 MB0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF196589(NAD 83)
 MB0488_MARKER: DD = SURVEY DISK
 MB0488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0488_SP_SET: BUILDING
 MB0488_STAMPING: 890 RESET 1958
 MB0488_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0488+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 MB0488
 MB0488  HISTORY     - Date     Condition        Report By
 MB0488  HISTORY     - 1958     MONUMENTED       LOCENG
 MB0488  HISTORY     - 19910530 GOOD             OHDT
 MB0488  HISTORY     - 20060308 GOOD             GEOCAC
 MB0488
 MB0488                          STATION DESCRIPTION
 MB0488
 MB0488'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 MB0488'AT NILES.
 MB0488'AT NILES, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF MAIN
 MB0488'AND E. CHURCH STREETS, IN THE NORTH FACE OF THE FEDERAL HOME
 MB0488'SAVINGS BUILDING, 1.0 FOOT-9 1/2 INCHES EAST OF THE NORTHWEST
 MB0488'CORNER OF BUILDING, AND ABOUT 2 FEET- 6 INCHES ABOVE THE
 MB0488'SIDEWALK.
 MB0488
 MB0488                          STATION RECOVERY (1991)
 MB0488
 MB0488'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991
 MB0488'RECOVERED IN GOOD CONDITION.
 MB0488
 MB0488                          STATION RECOVERY (2006)
 MB0488
 MB0488'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0085 ***********************************************************************
 LA0085  DESIGNATION -  891
 LA0085  PID         -  LA0085
 LA0085  STATE/COUNTY-  OH/AUGLAIZE
 LA0085  USGS QUAD   -  CRIDERSVILLE (1983)
 LA0085
 LA0085                         *CURRENT SURVEY CONTROL
 LA0085  ___________________________________________________________________
 LA0085* NAD 83(1986)-  40 39 15.     (N)    084 08 38.     (W)     SCALED    
 LA0085* NAVD 88     -       271.382  (meters)     890.36   (feet)  ADJUSTED  
 LA0085  ___________________________________________________________________
 LA0085  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LA0085  DYNAMIC HT  -         271.248 (meters)     889.92  (feet)  COMP
 LA0085  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 LA0085
 LA0085  VERT ORDER  -  FIRST     CLASS II
 LA0085
 LA0085.The horizontal coordinates were scaled from a topographic map and have
 LA0085.an estimated accuracy of +/- 6 seconds.
 LA0085
 LA0085.The orthometric height was determined by differential leveling
 LA0085.and adjusted by the National Geodetic Survey in January 1994..
 LA0085
 LA0085.The geoid height was determined by GEOID03.
 LA0085
 LA0085.The dynamic height is computed by dividing the NAVD 88
 LA0085.geopotential number by the normal gravity value computed on the
 LA0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0085.degrees latitude (g = 980.6199 gals.).
 LA0085
 LA0085.The modeled gravity was interpolated from observed gravity values.
 LA0085
 LA0085;                    North         East    Units  Estimated Accuracy
 LA0085;SPC OH N     -   110,970.      460,980.      MT  (+/- 180 meters Scaled)
 LA0085
 LA0085                          SUPERSEDED SURVEY CONTROL
 LA0085
 LA0085  NAVD 88 (06/15/91)  271.387  (m)          890.38   (f) UNKNOWN     1 2
 LA0085  NGVD 29 (??/??/92)  271.558  (m)          890.94   (f) ADJ UNCH    1 2
 LA0085
 LA0085.Superseded values are not recommended for survey control.
 LA0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0085.See file dsdata.txt to determine how the superseded data were derived.
 LA0085
 LA0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL414042(NAD 83)
 LA0085_MARKER: DD = SURVEY DISK
 LA0085_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA0085_SP_SET: STEP
 LA0085_STAMPING: 891 COLUMBUS 1903
 LA0085_MARK LOGO: USGS  
 LA0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0085+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA0085
 LA0085  HISTORY     - Date     Condition        Report By
 LA0085  HISTORY     - 1903     MONUMENTED       USGS
 LA0085  HISTORY     - 1954     GOOD             NGS
 LA0085  HISTORY     - 19930630 GOOD             NGS
 LA0085
 LA0085                          STATION DESCRIPTION
 LA0085
 LA0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0085'6.2 MI N FROM WAPAKONETA.
 LA0085'ABOUT 6.15 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0085'THE STATION AT WAPAKONETA, IN THE NORTHWEST ANGLE OF CROSSING OF
 LA0085'THE RAILROAD AND MAIN STREET AT CRIDERSVILLE, ACROSS TRACKS FROM
 LA0085'TELEPHONE POLE NO. 123/38, 54 1/2 FEET WEST OF WEST RAIL OF MAIN
 LA0085'TRACK, 15 FEET NORTH OF NORTH CURB OF MAIN STREET, IN THE TOP
 LA0085'OF THE EAST END OF THE TOP STEP OF THE SOUTH ENTRANCE TO MYERS
 LA0085'HARDWARE AND DRY GOODS STORE, 7 FEET WEST OF SOUTHEAST CORNER OF
 LA0085'THE BUILDING AND ABOUT 1 FOOT ABOVE THE SIDE WALK.
 LA0085
 LA0085                          STATION RECOVERY (1993)
 LA0085
 LA0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0085'IN CRIDERSVILLE, AT THE INTERSECTION OF THE CHESSIE SYSTEM RAILROAD
 LA0085'AND MAIN STREET, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END OF
 LA0085'THE TOP STEP AT THE SOUTH ENTRANCE TO DOTSON PLUMBING AND HEATING
 LA0085'INCORPORATED, 16.4 M (53.8 FT) NORTHWEST OF THE NEAR RAIL, 10.8 M
 LA0085'(35.4 FT) NORTH OF THE STREET CENTERLINE, 2.1 M (6.9 FT) WEST OF THE
 LA0085'SOUTHEAST CORNER OF THE BUILDING, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 LA0085'OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0697 ***********************************************************************
 KZ0697  DESIGNATION -  892
 KZ0697  PID         -  KZ0697
 KZ0697  STATE/COUNTY-  OH/KNOX
 KZ0697  USGS QUAD   -  DANVILLE (1982)
 KZ0697
 KZ0697                         *CURRENT SURVEY CONTROL
 KZ0697  ___________________________________________________________________
 KZ0697* NAD 83(1986)-  40 24 22.     (N)    082 19 37.     (W)     SCALED    
 KZ0697* NAVD 88     -       271.568  (meters)     890.97   (feet)  ADJUSTED  
 KZ0697  ___________________________________________________________________
 KZ0697  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KZ0697  DYNAMIC HT  -         271.430 (meters)     890.52  (feet)  COMP
 KZ0697  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 KZ0697
 KZ0697  VERT ORDER  -  SECOND    CLASS 0
 KZ0697
 KZ0697.The horizontal coordinates were scaled from a topographic map and have
 KZ0697.an estimated accuracy of +/- 6 seconds.
 KZ0697
 KZ0697.The orthometric height was determined by differential leveling
 KZ0697.and adjusted by the National Geodetic Survey in June 1991..
 KZ0697
 KZ0697.The geoid height was determined by GEOID03.
 KZ0697
 KZ0697.The dynamic height is computed by dividing the NAVD 88
 KZ0697.geopotential number by the normal gravity value computed on the
 KZ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0697.degrees latitude (g = 980.6199 gals.).
 KZ0697
 KZ0697.The modeled gravity was interpolated from observed gravity values.
 KZ0697
 KZ0697;                    North         East    Units  Estimated Accuracy
 KZ0697;SPC OH N     -    82,130.      614,690.      MT  (+/- 180 meters Scaled)
 KZ0697
 KZ0697                          SUPERSEDED SURVEY CONTROL
 KZ0697
 KZ0697  NGVD 29 (??/??/92)  271.766  (m)          891.62   (f) ADJ UNCH    2 0
 KZ0697
 KZ0697.Superseded values are not recommended for survey control.
 KZ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0697.See file dsdata.txt to determine how the superseded data were derived.
 KZ0697
 KZ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE874736(NAD 83)
 KZ0697_MARKER: P = PIPE CAP
 KZ0697_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0697_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0697_STAMPING: 892 OHIO
 KZ0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0697
 KZ0697  HISTORY     - Date     Condition        Report By
 KZ0697  HISTORY     - UNK      MONUMENTED       USGS
 KZ0697  HISTORY     - 1959     GOOD             NGS
 KZ0697
 KZ0697                          STATION DESCRIPTION
 KZ0697
 KZ0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0697'AT HOWARD.
 KZ0697'AT HOWARD, 105 YARDS SOUTHWEST OF THE SOUTHWEST EDGE OF ARCHED
 KZ0697'STONE MASONRY OVERPASS OF U.S. HIGHWAY 36 OVER THE PENNSYLVANIA
 KZ0697'RAILROAD, 45 1/2 FETE SOUTHEAST OF THE SOUTHEAST RAIL OF MAIN
 KZ0697'TRACK, 32.4 FEET SOUTH-SOUTHWEST OF THE 3RD. TELEPHONE POLE
 KZ0697'SOUTHWEST OF THE OVERPASS, 2 FEET WEST-SOUTHWEST OF A CONCRETE
 KZ0697'FENCE CORNER POST, 75 1/2 FEET EAST-SOUTHEAST OF AND ACROSS THE
 KZ0697'MAIN TRACK FROM THE SOUTH CORNER OF THE REMAINS OF FOUNDATION
 KZ0697'OF FORMER RAILROAD STATION, 1 1/2 FEET NORTHWEST OF A WIRE FENCE,
 KZ0697'1/2 FOOT NORTHWEST OF A STEEL WITNESS POST, ABOUT 7 FEET BELOW
 KZ0697'THE LEVEL OF THE TRACK, AND IS A CAP RIVETED ON TOP OF A
 KZ0697'3 1/2-INCH IRON PIPE PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1564 ***********************************************************************
 KZ1564  DESIGNATION -  895
 KZ1564  PID         -  KZ1564
 KZ1564  STATE/COUNTY-  OH/DELAWARE
 KZ1564  USGS QUAD   -  DELAWARE (1973)
 KZ1564
 KZ1564                         *CURRENT SURVEY CONTROL
 KZ1564  ___________________________________________________________________
 KZ1564* NAD 83(1986)-  40 18 06.     (N)    083 04 04.     (W)     SCALED    
 KZ1564* NAVD 88     -       272.711  (meters)     894.72   (feet)  ADJUSTED  
 KZ1564  ___________________________________________________________________
 KZ1564  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KZ1564  DYNAMIC HT  -         272.570 (meters)     894.26  (feet)  COMP
 KZ1564  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 KZ1564
 KZ1564  VERT ORDER  -  SECOND    CLASS 0
 KZ1564
 KZ1564.The horizontal coordinates were scaled from a topographic map and have
 KZ1564.an estimated accuracy of +/- 6 seconds.
 KZ1564
 KZ1564.The orthometric height was determined by differential leveling
 KZ1564.and adjusted by the National Geodetic Survey in June 1991..
 KZ1564
 KZ1564.The geoid height was determined by GEOID03.
 KZ1564
 KZ1564.The dynamic height is computed by dividing the NAVD 88
 KZ1564.geopotential number by the normal gravity value computed on the
 KZ1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1564.degrees latitude (g = 980.6199 gals.).
 KZ1564
 KZ1564.The modeled gravity was interpolated from observed gravity values.
 KZ1564
 KZ1564;                    North         East    Units  Estimated Accuracy
 KZ1564;SPC OH N     -    70,670.      551,730.      MT  (+/- 180 meters Scaled)
 KZ1564
 KZ1564                          SUPERSEDED SURVEY CONTROL
 KZ1564
 KZ1564  NGVD 29 (??/??/92)  272.89   (m)          895.3    (f) COMPUTED    2 0
 KZ1564
 KZ1564.Superseded values are not recommended for survey control.
 KZ1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1564.See file dsdata.txt to determine how the superseded data were derived.
 KZ1564
 KZ1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE242632(NAD 83)
 KZ1564_MARKER: X = CHISELED CROSS
 KZ1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1564_SP_SET: STONEPOST
 KZ1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1564+STABILITY: SURFACE MOTION
 KZ1564
 KZ1564  HISTORY     - Date     Condition        Report By
 KZ1564  HISTORY     - UNK      MONUMENTED       USGS
 KZ1564  HISTORY     - 1934     GOOD             NGS
 KZ1564  HISTORY     - 1967     MARK NOT FOUND   NGS
 KZ1564
 KZ1564                          STATION DESCRIPTION
 KZ1564
 KZ1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1564'IN DELAWARE.
 KZ1564'AT DELAWARE, DELAWARE COUNTY, AT THE INTERSECTION OF STATE HIGHWAY
 KZ1564'23 AND COURT STREET, AT THE COUNTY COURTHOUSE, 93 FEET SOUTH
 KZ1564'OF THE CENTERLINE OF COURT STREET, 50 FEET WEST OF THE CENTERLINE
 KZ1564'OF STATE HIGHWAY 23, 18.5 FEET EAST OF THE EAST SIDE OF THE BASE
 KZ1564'OF THE CIVIL WAR MEMORIAL, AND IN THE BANK OF THE LAWN.  A
 KZ1564'CHISELED CROSS, ON THE TOP OF A LIMESTONE POST.  NOTE  IT WS
 KZ1564'REPORTED IN 1934 THAT THIS MARK WILL PROBABLY BE COVERED BY
 KZ1564'GRASS IN A SHORT TIME.
 KZ1564
 KZ1564                          STATION RECOVERY (1967)
 KZ1564
 KZ1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ1564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0680 ***********************************************************************
 KZ0680  DESIGNATION -  896
 KZ0680  PID         -  KZ0680
 KZ0680  STATE/COUNTY-  OH/KNOX
 KZ0680  USGS QUAD   -  BRINKHAVEN (1982)
 KZ0680
 KZ0680                         *CURRENT SURVEY CONTROL
 KZ0680  ___________________________________________________________________
 KZ0680* NAD 83(1986)-  40 28 09.     (N)    082 11 39.     (W)     SCALED    
 KZ0680* NAVD 88     -       272.890  (meters)     895.31   (feet)  ADJUSTED  
 KZ0680  ___________________________________________________________________
 KZ0680  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KZ0680  DYNAMIC HT  -         272.756 (meters)     894.87  (feet)  COMP
 KZ0680  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 KZ0680
 KZ0680  VERT ORDER  -  SECOND    CLASS 0
 KZ0680
 KZ0680.The horizontal coordinates were scaled from a topographic map and have
 KZ0680.an estimated accuracy of +/- 6 seconds.
 KZ0680
 KZ0680.The orthometric height was determined by differential leveling
 KZ0680.and adjusted by the National Geodetic Survey in June 1991..
 KZ0680
 KZ0680.The geoid height was determined by GEOID03.
 KZ0680
 KZ0680.The dynamic height is computed by dividing the NAVD 88
 KZ0680.geopotential number by the normal gravity value computed on the
 KZ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0680.degrees latitude (g = 980.6199 gals.).
 KZ0680
 KZ0680.The modeled gravity was interpolated from observed gravity values.
 KZ0680
 KZ0680;                    North         East    Units  Estimated Accuracy
 KZ0680;SPC OH N     -    89,160.      625,940.      MT  (+/- 180 meters Scaled)
 KZ0680
 KZ0680                          SUPERSEDED SURVEY CONTROL
 KZ0680
 KZ0680  NGVD 29 (??/??/92)  273.092  (m)          895.97   (f) ADJ UNCH    2 0
 KZ0680
 KZ0680.Superseded values are not recommended for survey control.
 KZ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0680.See file dsdata.txt to determine how the superseded data were derived.
 KZ0680
 KZ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE987805(NAD 83)
 KZ0680_MARKER: DD = SURVEY DISK
 KZ0680_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0680_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0680_STAMPING: 896 OHIO
 KZ0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0680
 KZ0680  HISTORY     - Date     Condition        Report By
 KZ0680  HISTORY     - UNK      MONUMENTED       USGS
 KZ0680  HISTORY     - 1934     GOOD             NGS
 KZ0680
 KZ0680                          STATION DESCRIPTION
 KZ0680
 KZ0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0680'AT BRINK HAVEN.
 KZ0680'AT BRINK HAVEN, KNOX COUNTY, AT THE NORTHWEST CORNER OF THE
 KZ0680'SCHOOL GROUNDS, 75 FEET WEST OF THE NORTHWEST CORNER OF THE
 KZ0680'RED BRICK SCHOOL, 35 FEET EAST OF THE CENTERLINE OF A STREET,
 KZ0680'21 FEET SOUTH OF THE CENTERLINE OF A TOWN ROAD, 6.3 FEET SOUTH
 KZ0680'OF AN 18-INCH MAPLE TREE, 3 FEET EAST OF THE EDGE OF A BRICK
 KZ0680'SIDEWALK, AND 1.5 FEET SOUTH OF THE EDGE OF A BRICK SIDEWALK.
 KZ0680'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 896
 KZ0680'OHIO AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 KZ0680'14 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1230 ***********************************************************************
 KY1230  DESIGNATION -  898
 KY1230  PID         -  KY1230
 KY1230  STATE/COUNTY-  OH/TUSCARAWAS
 KY1230  USGS QUAD   -  DOVER (1994)
 KY1230
 KY1230                         *CURRENT SURVEY CONTROL
 KY1230  ___________________________________________________________________
 KY1230* NAD 83(1986)-  40 31 21.     (N)    081 28 32.     (W)     SCALED    
 KY1230* NAVD 88     -       273.567  (meters)     897.53   (feet)  ADJUSTED  
 KY1230  ___________________________________________________________________
 KY1230  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KY1230  DYNAMIC HT  -         273.434 (meters)     897.09  (feet)  COMP
 KY1230  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 KY1230
 KY1230  VERT ORDER  -  FIRST     CLASS II
 KY1230
 KY1230.The horizontal coordinates were scaled from a topographic map and have
 KY1230.an estimated accuracy of +/- 6 seconds.
 KY1230
 KY1230.The orthometric height was determined by differential leveling
 KY1230.and adjusted by the National Geodetic Survey in June 1991..
 KY1230
 KY1230.The geoid height was determined by GEOID03.
 KY1230
 KY1230.The dynamic height is computed by dividing the NAVD 88
 KY1230.geopotential number by the normal gravity value computed on the
 KY1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1230.degrees latitude (g = 980.6199 gals.).
 KY1230
 KY1230.The modeled gravity was interpolated from observed gravity values.
 KY1230
 KY1230;                    North         East    Units  Estimated Accuracy
 KY1230;SPC OH N     -    95,550.      686,810.      MT  (+/- 180 meters Scaled)
 KY1230
 KY1230                          SUPERSEDED SURVEY CONTROL
 KY1230
 KY1230  NGVD 29 (??/??/92)  273.775  (m)          898.21   (f) ADJ UNCH    1 2
 KY1230
 KY1230.Superseded values are not recommended for survey control.
 KY1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1230.See file dsdata.txt to determine how the superseded data were derived.
 KY1230
 KY1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME597858(NAD 83)
 KY1230_MARKER: P = PIPE CAP
 KY1230_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY1230_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KY1230_STAMPING: 898
 KY1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1230
 KY1230  HISTORY     - Date     Condition        Report By
 KY1230  HISTORY     - UNK      MONUMENTED       USGS
 KY1230  HISTORY     - 1943     GOOD             NGS
 KY1230
 KY1230                          STATION DESCRIPTION
 KY1230
 KY1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KY1230'AT DOVER.
 KY1230'AT DOVER, TUSCARAWAS COUNTY, AT THE SOUTH CORNER OF THE CITY
 KY1230'BUILDING AND FIRE STATION, IN LINE WITH THE SOUTHWEST FACE OF
 KY1230'THE BUILDING, 1.3 FEET SOUTHEAST OF THE SOUTH CORNER, IN A 2-FOOT
 KY1230'WALKWAY BETWEEN THE CITY BUILDING AND A LARGE CONCRETE BLOCK
 KY1230'BUILDING, AND 0.7 FOOT NORTHWEST OF THE NORTHWEST WALL OF THE
 KY1230'CONCRETE-BLOCK BUILDING.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KY1230'CAP, STAMPED 898 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 KY1230'PIPE PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6777 ***********************************************************************
 AI6777  DESIGNATION -  8A
 AI6777  PID         -  AI6777
 AI6777  STATE/COUNTY-  OH/CLINTON
 AI6777  USGS QUAD   -  NEW VIENNA (1960)
 AI6777
 AI6777                         *CURRENT SURVEY CONTROL
 AI6777  ___________________________________________________________________
 AI6777* NAD 83(1995)-  39 20 08.92921(N)    083 40 42.68439(W)     ADJUSTED  
 AI6777* NAVD 88     -       360.9    (meters)    1184.     (feet)  GPS OBS   
 AI6777  ___________________________________________________________________
 AI6777  X           -     543,931.757 (meters)                     COMP
 AI6777  Y           -  -4,909,997.769 (meters)                     COMP
 AI6777  Z           -   4,021,429.418 (meters)                     COMP
 AI6777  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 AI6777  ELLIP HEIGHT-         328.27  (meters)          (10/07/05) GPS OBS
 AI6777  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 AI6777
 AI6777  HORZ ORDER  -  FIRST
 AI6777  ELLP ORDER  -  THIRD     CLASS II
 AI6777
 AI6777.The horizontal coordinates were established by GPS observations
 AI6777.and adjusted by the National Geodetic Survey in August 2000..
 AI6777
 AI6777.The orthometric height was determined by GPS observations and a
 AI6777.high-resolution geoid model.
 AI6777
 AI6777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6777
 AI6777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6777
 AI6777.The ellipsoidal height was determined by GPS observations
 AI6777.and is referenced to NAD 83.
 AI6777
 AI6777.The geoid height was determined by GEOID03.
 AI6777
 AI6777;                    North         East     Units Scale Factor Converg.
 AI6777;SPC OH S     -   148,955.882   498,402.450   MT  0.99993627   -0 44 52.1
 AI6777;UTM  17      - 4,357,465.046   269,145.614   MT  1.00025623   -1 41 54.9
 AI6777
 AI6777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6777!SPC OH S     -   0.99994850  x   0.99993627  =   0.99988477
 AI6777!UTM  17      -   0.99994850  x   1.00025623  =   1.00020472
 AI6777
 AI6777|---------------------------------------------------------------------|
 AI6777| PID    Reference Object                     Distance      Geod. Az  |
 AI6777|                                                           dddmmss.s |
 AI6777| AI6747 8                                   322.393 METERS 22410     |
 AI6777|---------------------------------------------------------------------|
 AI6777
 AI6777                          SUPERSEDED SURVEY CONTROL
 AI6777
 AI6777  ELLIP H (08/02/00)  328.29   (m)                       GP(       ) 3 2
 AI6777
 AI6777.Superseded values are not recommended for survey control.
 AI6777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6777.See file dsdata.txt to determine how the superseded data were derived.
 AI6777
 AI6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6914657465(NAD 83)
 AI6777_MARKER: DD = SURVEY DISK
 AI6777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6777_STAMPING: GPS 8A 2000
 AI6777_MARK LOGO: OH-027
 AI6777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6777+STABILITY: SURFACE MOTION
 AI6777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6777+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6777
 AI6777  HISTORY     - Date     Condition        Report By
 AI6777  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6777
 AI6777                          STATION DESCRIPTION
 AI6777
 AI6777'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6777'THE STATION IS LOCATED APPROXIMATELY 11.0 MI (17.7 KM) SOUTHEAST OF
 AI6777'WILMINGTON, APPROXIMATELY 8.0 MI (12.9 KM) NORTH-NORTHWEST OF
 AI6777'HILLSBORO, AND 1.1 MI (1.8 KM) NORTHEAST OF NEW VIENA.  THE STATION IS
 AI6777'ON THE NORTHWEST SIDE OF BERNARD ROAD NEAR THE FENCELINE OF A
 AI6777'CULTIVATED FIELD.
 AI6777'TO REACH THE STATION FROM THE GREEN TOWNSHIP MEETING HOUSE IN NEW
 AI6777'VIENNA, PROCEED EAST ALONG STATE ROUTE 28 FOR 0.75 MI (1.21 KM) TO THE
 AI6777'INTERSECTION WITH BERNARD ROAD.  PROCEED NORTHEAST ALONG BERNARD ROAD
 AI6777'FOR APPROXIMATELY 1.1 MI (1.8 KM) TO THE STATION ON THE LEFT.
 AI6777'THE STATION IS APPROXIMATELY 74.5 FT (22.7 M) NORTHWEST OF A
 AI6777'POWERPOLE, 6.8 FT (2.1 M) NORTHWEST OF THE EDGE OF PAVEMENT OF BERNARD
 AI6777'ROAD, AND 6.8 FT (2.1 M) SOUTHEAST OF THE FENCELINE.  THE STATION IS A
 AI6777'STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6777'AND STAMPED--GPS 8A 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE
 AI6777'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6078 ***********************************************************************
 AB6078  CBN         -  This is a Cooperative Base Network Control Station.
 AB6078  PACS        -  This is a Primary Airport Control Station.
 AB6078  DESIGNATION -  8G1 A
 AB6078  PID         -  AB6078
 AB6078  STATE/COUNTY-  OH/HURON
 AB6078  USGS QUAD   -  WILLARD (1972)
 AB6078
 AB6078                         *CURRENT SURVEY CONTROL
 AB6078  ___________________________________________________________________
 AB6078* NAD 83(1995)-  41 02 16.37068(N)    082 42 56.32336(W)     ADJUSTED  
 AB6078* NAVD 88     -       285.11   (meters)     935.4    (feet)  GPS OBS   
 AB6078  ___________________________________________________________________
 AB6078  X           -     610,894.717 (meters)                     COMP
 AB6078  Y           -  -4,779,133.275 (meters)                     COMP
 AB6078  Z           -   4,165,761.702 (meters)                     COMP
 AB6078  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 AB6078  ELLIP HEIGHT-         250.53  (meters)          (03/08/05) GPS OBS
 AB6078  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 AB6078
 AB6078  HORZ ORDER  -  B
 AB6078  ELLP ORDER  -  FOURTH    CLASS II
 AB6078
 AB6078.This mark is at Willard Airport (8G1)
 AB6078
 AB6078.The horizontal coordinates were established by GPS observations
 AB6078.and adjusted by the National Geodetic Survey in August 1996..
 AB6078
 AB6078.The orthometric height was determined by GPS observations and a
 AB6078.high-resolution geoid model.
 AB6078
 AB6078.GPS derived orthometric heights for airport stations designated as
 AB6078.PACS or SACS are published to 2 decimal places.  This maintains
 AB6078.centimeter relative accuracy between the PACS and SACS.  It does
 AB6078.not indicate centimeter accuracy relative to other marks which are
 AB6078.part of the NAVD 88 network.
 AB6078
 AB6078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6078
 AB6078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6078
 AB6078.The ellipsoidal height was determined by GPS observations
 AB6078.and is referenced to NAD 83.
 AB6078
 AB6078.The geoid height was determined by GEOID03.
 AB6078
 AB6078;                    North         East     Units Scale Factor Converg.
 AB6078;SPC OH N     -   152,290.069   581,868.147   MT  0.99993928   -0 08 30.0
 AB6078;UTM  17      - 4,544,379.980   355,791.222   MT  0.99985596   -1 07 35.8
 AB6078
 AB6078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6078!SPC OH N     -   0.99996070  x   0.99993928  =   0.99989999
 AB6078!UTM  17      -   0.99996070  x   0.99985596  =   0.99981667
 AB6078
 AB6078                          SUPERSEDED SURVEY CONTROL
 AB6078
 AB6078  ELLIP H (08/20/96)  250.55   (m)                       GP(       ) 4 2
 AB6078
 AB6078.Superseded values are not recommended for survey control.
 AB6078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6078.See file dsdata.txt to determine how the superseded data were derived.
 AB6078
 AB6078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5579144380(NAD 83)
 AB6078_MARKER: DD = SURVEY DISK
 AB6078_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6078_STAMPING: FAA 8G1 A HEISLER 1995
 AB6078_MARK LOGO: OHDT  
 AB6078_PROJECTION: FLUSH
 AB6078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6078+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1995
 AB6078_ROD/PIPE-DEPTH: 21.3 meters
 AB6078_SLEEVE-DEPTH  : 0.9 meters
 AB6078
 AB6078  HISTORY     - Date     Condition        Report By
 AB6078  HISTORY     - 1995     MONUMENTED       OHDT
 AB6078  HISTORY     - 19951031 GOOD             NGS
 AB6078
 AB6078                          STATION DESCRIPTION
 AB6078
 AB6078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6078'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) NORTHWEST OF PLYMOUTH,
 AB6078'OH., AND 1.5 KM (0.95 MI) SOUTH OF WILLARD, OH., AT THE WILLARD
 AB6078'AIRPORT.  IN THE GRASS, EAST OF THE EAST END OF THE RUNWAY, ABOUT 12.0
 AB6078'M (39.4 FT) WEST OF U.S.  HIGHWAY 224 AND 1.5 M (4.9 FT) NORTH OF THE
 AB6078'EXTENDED RUNWAY CENTERLINE.  OWNERSHIP--CITY OF WILLARD, 3744 STATE
 AB6078'ROUTE 103, WILLARD, OH.  44890.  AIRPORT MANAGER DICK CHAMBERS, PHONE
 AB6078'419-933-6601.  NOTE--THIS STATION WAS SELECTED AS A (PACS) . TO REACH
 AB6078'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 224 AND STATE HIGHWAY
 AB6078'103 NEAR THE SOUTHWEST EDGE OF WILLARD, GO EAST, 1.8 KM (1.10 MI)
 AB6078'ALONG HIGHWAY 224 TO THE STATION ON THE RIGHT.  STATION IS 74.7 M
 AB6078'(245.1 FT) SOUTH OF THE SOUTH DRIVE OF THE SHARPNACK CHEVROLET
 AB6078'DEALERSHIP, 56.4 M (185.0 FT) NORTH OF THE INTERSECTION OF HIGHWAY 224
 AB6078'AND NEAL ZICK ROAD, 22.0 M (72.2 FT) NORTH OF THE NORTH DRIVE TO C.B.
 AB6078'COMPANY, 12.9 M (42.3 FT) WEST OF U.S.  HIGHWAY 224 CENTERLINE, 1.5 M
 AB6078'(4.9 FT) NORTH OF THE EXTENDED RUNWAY CENTERLINE, 0.5 M (1.6 FT) EAST
 AB6078'OF A WITNESS POST, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD.
 AB6078'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 AB6078'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY R.G. HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9688 ***********************************************************************
 AD9688  SACS        -  This is a Secondary Airport Control Station.
 AD9688  DESIGNATION -  8G1 B
 AD9688  PID         -  AD9688
 AD9688  STATE/COUNTY-  OH/HURON
 AD9688  USGS QUAD   -  WILLARD (1972)
 AD9688
 AD9688                         *CURRENT SURVEY CONTROL
 AD9688  ___________________________________________________________________
 AD9688* NAD 83(1995)-  41 02 21.50084(N)    082 43 35.64118(W)     ADJUSTED  
 AD9688* NAVD 88     -       292.11   (meters)     958.4    (feet)  GPS OBS   
 AD9688  ___________________________________________________________________
 AD9688  X           -     609,971.227 (meters)                     COMP
 AD9688  Y           -  -4,779,151.783 (meters)                     COMP
 AD9688  Z           -   4,165,885.658 (meters)                     COMP
 AD9688  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 AD9688  ELLIP HEIGHT-         257.51  (meters)          (10/07/05) GPS OBS
 AD9688  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 AD9688
 AD9688  HORZ ORDER  -  FIRST
 AD9688  ELLP ORDER  -  FOURTH    CLASS II
 AD9688
 AD9688.This mark is at Willard Airport (8G1)
 AD9688
 AD9688.The horizontal coordinates were established by GPS observations
 AD9688.and adjusted by the National Geodetic Survey in July 1997..
 AD9688
 AD9688.The orthometric height was determined by GPS observations and a
 AD9688.high-resolution geoid model.
 AD9688
 AD9688.GPS derived orthometric heights for airport stations designated as
 AD9688.PACS or SACS are published to 2 decimal places.  This maintains
 AD9688.centimeter relative accuracy between the PACS and SACS.  It does
 AD9688.not indicate centimeter accuracy relative to other marks which are
 AD9688.part of the NAVD 88 network.
 AD9688
 AD9688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9688
 AD9688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9688
 AD9688.The ellipsoidal height was determined by GPS observations
 AD9688.and is referenced to NAD 83.
 AD9688
 AD9688.The geoid height was determined by GEOID03.
 AD9688
 AD9688;                    North         East     Units Scale Factor Converg.
 AD9688;SPC OH N     -   152,450.644   580,950.251   MT  0.99993926   -0 08 55.8
 AD9688;UTM  17      - 4,544,556.296   354,876.297   MT  0.99985921   -1 08 01.8
 AD9688
 AD9688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9688!SPC OH N     -   0.99995961  x   0.99993926  =   0.99989887
 AD9688!UTM  17      -   0.99995961  x   0.99985921  =   0.99981882
 AD9688
 AD9688                          SUPERSEDED SURVEY CONTROL
 AD9688
 AD9688  ELLIP H (07/29/97)  257.52   (m)                       GP(       ) 4 2
 AD9688
 AD9688.Superseded values are not recommended for survey control.
 AD9688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9688.See file dsdata.txt to determine how the superseded data were derived.
 AD9688
 AD9688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5487644556(NAD 83)
 AD9688_MARKER: DD = SURVEY DISK
 AD9688_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AD9688+WITH SETTING: INFORMATION.
 AD9688_STAMPING: 8G1 B 1995
 AD9688_MARK LOGO: NGS   
 AD9688_PROJECTION: FLUSH
 AD9688_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9688+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9688_ROD/PIPE-DEPTH: 1.0  meters
 AD9688
 AD9688  HISTORY     - Date     Condition        Report By
 AD9688  HISTORY     - 1995     MONUMENTED       NGS
 AD9688
 AD9688                          STATION DESCRIPTION
 AD9688
 AD9688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9688'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) NORTHWEST OF PLYMOUTH,
 AD9688'OH., AND 1.5 KM (0.95 MI) SOUTH OF WILLARD, OH., AT THE WILLARD
 AD9688'AIRPORT.  IN THE GRASS, ALONG THE NORTH SIDE OF THE RUNWAY, ON A LOW
 AD9688'HILL NORTH OF AND IN LINE WITH THE 6TH.  SET OF RUNWAY LIGHTS, EAST OF
 AD9688'THE WEST END OF THE RUNWAY.  OWNERSHIP--CITY OF WILLARD, 3744 STATE
 AD9688'ROUTE 103, WILLARD, OH.  44890.  AIRPORT MANAGER DICK CHAMBERS, PHONE
 AD9688'419-933-6601.  NOTE--THIS STATION WAS SELECTED AS A (SACS) . TO REACH
 AD9688'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 224 AND STATE HIGHWAY
 AD9688'103 NEAR THE SOUTHWEST EDGE OF WILLARD, GO SOUTH, 0.33 KM (0.20 MI)
 AD9688'ALONG HIGHWAY 103 TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 AD9688'LEFT, EAST, 0.05 KM (0.05 MI) TO THE AIRPORT OFFICE ON THE LEFT.
 AD9688'CONTINUE EAST, 0.45 KM (0.25 MI) ACROSS APRON AND ALONG GRAVEL TRACK
 AD9688'ROAD TO THE 6TH.  SET OF RUNWAY LIGHTS AND THE STATION ON THE RIGHT,
 AD9688'IN LINE WITH THE LIGHTS.  STATION IS 187.1 M (613.8 FT) EAST OF THE
 AD9688'WIND TEE, 39.4 M (129.3 FT) NORTH OF THE RUNWAY CENTERLINE, 38.3 M
 AD9688'(125.7 FT) SOUTH OF THE TRACK ROAD CENTER, 26.5 M (86.9 FT) NORTH OF
 AD9688'THE 6TH.  RUNWAY LIGHT ON THE NORTH SIDE OF THE RUNWAY, AND ABOUT 1.0
 AD9688'M (3.3 FT) ABOVE THE LEVEL OF THE RUNWAY. NOTE--ACCESS TO THE DATUM
 AD9688'POINT IS THROUGH A 5-INCH LOGO CAP.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9976 ***********************************************************************
 AD9976  SACS        -  This is a Secondary Airport Control Station.
 AD9976  DESIGNATION -  8G6 A
 AD9976  PID         -  AD9976
 AD9976  STATE/COUNTY-  OH/HARRISON
 AD9976  USGS QUAD   -  FLUSHING (1994)
 AD9976
 AD9976                         *CURRENT SURVEY CONTROL
 AD9976  ___________________________________________________________________
 AD9976* NAD 83(1995)-  40 14 04.28967(N)    081 00 30.07062(W)     ADJUSTED  
 AD9976* NAVD 88     -       340.29   (meters)    1116.4    (feet)  GPS OBS   
 AD9976  ___________________________________________________________________
 AD9976  X           -     762,097.656 (meters)                     COMP
 AD9976  Y           -  -4,816,239.489 (meters)                     COMP
 AD9976  Z           -   4,098,097.692 (meters)                     COMP
 AD9976  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AD9976  ELLIP HEIGHT-         306.44  (meters)          (10/07/05) GPS OBS
 AD9976  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AD9976
 AD9976  HORZ ORDER  -  FIRST
 AD9976  ELLP ORDER  -  FOURTH    CLASS II
 AD9976
 AD9976.This mark is at Harrison County Airport (8G6)
 AD9976
 AD9976.The horizontal coordinates were established by GPS observations
 AD9976.and adjusted by the National Geodetic Survey in July 1997..
 AD9976
 AD9976.The orthometric height was determined by GPS observations and a
 AD9976.high-resolution geoid model.
 AD9976
 AD9976.GPS derived orthometric heights for airport stations designated as
 AD9976.PACS or SACS are published to 2 decimal places.  This maintains
 AD9976.centimeter relative accuracy between the PACS and SACS.  It does
 AD9976.not indicate centimeter accuracy relative to other marks which are
 AD9976.part of the NAVD 88 network.
 AD9976
 AD9976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9976
 AD9976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9976
 AD9976.The ellipsoidal height was determined by GPS observations
 AD9976.and is referenced to NAD 83.
 AD9976
 AD9976.The geoid height was determined by GEOID03.
 AD9976
 AD9976;                    North         East     Units Scale Factor Converg.
 AD9976;SPC OH N     -    64,145.244   726,940.052   MT  1.00004402   +0 58 47.8
 AD9976;UTM  17      - 4,453,787.752   499,289.440   MT  0.99960001   -0 00 19.4
 AD9976
 AD9976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9976!SPC OH N     -   0.99995193  x   1.00004402  =   0.99999595
 AD9976!UTM  17      -   0.99995193  x   0.99960001  =   0.99955196
 AD9976
 AD9976:                Primary Azimuth Mark                     Grid Az
 AD9976:SPC OH N     -  CADIZ                                    316 16 59.4
 AD9976:UTM  17      -  CADIZ                                    317 16 06.6
 AD9976
 AD9976|---------------------------------------------------------------------|
 AD9976| PID    Reference Object                     Distance      Geod. Az  |
 AD9976|                                                           dddmmss.s |
 AD9976| KY3525 CADIZ                               APPROX. 0.5 KM 3171547.2 |
 AD9976|---------------------------------------------------------------------|
 AD9976
 AD9976                          SUPERSEDED SURVEY CONTROL
 AD9976
 AD9976  ELLIP H (07/01/97)  306.46   (m)                       GP(       ) 4 2
 AD9976
 AD9976.Superseded values are not recommended for survey control.
 AD9976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9976.See file dsdata.txt to determine how the superseded data were derived.
 AD9976
 AD9976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME9928953788(NAD 83)
 AD9976_MARKER: DD = SURVEY DISK
 AD9976_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AD9976+WITH SETTING: INFORMATION.
 AD9976_STAMPING: 8G6 A 1995
 AD9976_MARK LOGO: NGS   
 AD9976_PROJECTION: FLUSH
 AD9976_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9976+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9976_ROD/PIPE-DEPTH: 1.0  meters
 AD9976
 AD9976  HISTORY     - Date     Condition        Report By
 AD9976  HISTORY     - 1995     MONUMENTED       NGS
 AD9976
 AD9976                          STATION DESCRIPTION
 AD9976
 AD9976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9976'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTH OF CADIZ AT THE
 AD9976'HARRISON COUNTY AIRPORT.  IN THE GRASS, JUST NORTH OF THE INTERSECTION
 AD9976'OF THE AIRPORT ENTRANCE ROAD AND A HAUL ROAD, NEAR THE EAST EDGE OF A
 AD9976'FIELD, ON THE WEST SIDE OF THE ENTRANCE ROAD, IN LINE WITH THE
 AD9976'SOUTHEAST EDGE OF THE THRESHOLD BAR ON RUNWAY END 31.
 AD9976'OWNERSHIP--HARRISON COUNTY, 43000 AIRPORT ROAD, CADIZ, OH.  43907.
 AD9976'AIRPORT MANAGER MICHAEL A.  MIHELARAKIS, PHONE 614-942-8313 OR
 AD9976'614-937-2652.  NOTE--CONTACT 24 HOURS IN ADVANCE.  NOTE--THIS STATION
 AD9976'WAS SELECTED AS A (SACS) .  TO REACH THE STATION FROM THE JUNCTION OF
 AD9976'U.S.  HIGHWAY 250 AND STATE HIGHWAY 9 IN CADIZ, GO SOUTH 4.58 KM (2.85
 AD9976'MI) ALONG HIGHWAY 9 TO THE AIRPORT ENTRANCE ROAD ON THE FAR RIGHT.
 AD9976'TURN RIGHT, WESTERLY, 0.47 KM (0.30 MI) ALONG HARRISON COUNTY ROAD 38,
 AD9976'TO THE STATION ON THE LEFT, JUST NORTH OF THE HAUL ROAD. STATION IS
 AD9976'38.4 M (126.0 FT) EAST-NORTHEAST OF THE MOST EASTERLY 1 OF 2 WOODEN
 AD9976'4X4 LEGS OF A PRIVATE PROPERTY SIGN, 20.0 M (65.6 FT) NORTH OF THE
 AD9976'HAUL ROAD CENTER, 11.9 M (39.0 FT) NORTH OF A STOP SIGN, 11.5 M (37.7
 AD9976'FT) NORTH OF A UTILITY POLE WITH BLINKING STOP LIGHT AND WITNESS POST,
 AD9976'AND 6.7 M (22.0 FT) WEST OF THE ENTRANCE ROAD CENTER. NOTE--ACCESS TO
 AD9976'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  BY R.G.  HAYES THIS IS
 AD9976'A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2438 ***********************************************************************
 AB2438  DESIGNATION -  9
 AB2438  PID         -  AB2438
 AB2438  STATE/COUNTY-  OH/ATHENS
 AB2438  USGS QUAD   -  COOLVILLE (1994)
 AB2438
 AB2438                         *CURRENT SURVEY CONTROL
 AB2438  ___________________________________________________________________
 AB2438* NAD 83(1995)-  39 14 40.93603(N)    081 50 44.08476(W)     ADJUSTED  
 AB2438* NAVD 88     -       266.7    (meters)     875.     (feet)  GPS OBS   
 AB2438  ___________________________________________________________________
 AB2438  X           -     701,600.026 (meters)                     COMP
 AB2438  Y           -  -4,896,354.980 (meters)                     COMP
 AB2438  Z           -   4,013,539.839 (meters)                     COMP
 AB2438  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AB2438  ELLIP HEIGHT-         232.38  (meters)          (10/07/05) GPS OBS
 AB2438  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AB2438
 AB2438  HORZ ORDER  -  FIRST
 AB2438  ELLP ORDER  -  FOURTH    CLASS I
 AB2438
 AB2438.The horizontal coordinates were established by GPS observations
 AB2438.and adjusted by the National Geodetic Survey in April 1998..
 AB2438
 AB2438.The orthometric height was determined by GPS observations and a
 AB2438.high-resolution geoid model.
 AB2438
 AB2438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2438
 AB2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2438
 AB2438.The ellipsoidal height was determined by GPS observations
 AB2438.and is referenced to NAD 83.
 AB2438
 AB2438.The geoid height was determined by GEOID03.
 AB2438
 AB2438;                    North         East     Units Scale Factor Converg.
 AB2438;SPC OH S     -   138,383.171   656,490.394   MT  0.99993886   +0 24 54.9
 AB2438;UTM  17      - 4,344,272.916   427,032.164   MT  0.99966556   -0 32 05.9
 AB2438
 AB2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2438!SPC OH S     -   0.99996354  x   0.99993886  =   0.99990241
 AB2438!UTM  17      -   0.99996354  x   0.99966556  =   0.99962911
 AB2438
 AB2438                          SUPERSEDED SURVEY CONTROL
 AB2438
 AB2438  ELLIP H (04/01/98)  232.40   (m)                       GP(       ) 4 1
 AB2438  NAD 83(1986)-  39 14 40.93848(N)    081 50 44.09197(W) AD(       ) 1
 AB2438
 AB2438.Superseded values are not recommended for survey control.
 AB2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2438.See file dsdata.txt to determine how the superseded data were derived.
 AB2438
 AB2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2703244273(NAD 83)
 AB2438_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2438_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2438_STAMPING: 9 1995
 AB2438_MARK LOGO: ATHCE 
 AB2438_PROJECTION: FLUSH
 AB2438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2438+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2438_ROD/PIPE-DEPTH: 1    meters
 AB2438
 AB2438  HISTORY     - Date     Condition        Report By
 AB2438  HISTORY     - 1995     MONUMENTED       GEOONE
 AB2438
 AB2438                          STATION DESCRIPTION
 AB2438
 AB2438'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2438'IN ATHENS COUNTY, OHIO, CARTHAGE TOWNSHIP, STATION IS LOCATED IN SOUTH
 AB2438'R/W OF C.R.  56, JUST WEST OF C.R.  64, IN NORTHWEST CORNER OF
 AB2438'FAIRVIEW CHAPEL PARKING LOT.  SET ABOUT 4.5 FT.SOUTH OF A PK SET IN
 AB2438'THE SOUTH EOP OF C.R.  56 AND 117.5 FT.WEST OF A TELEPHONE POLE IN THE
 AB2438'SOUTH R/W OR C.R.  56 NEAR THE INTERSECTION WITH C.R.  64. STATION IS
 AB2438'FLUSH WITH THE GROUND.  A STATION SKETCH IS AVAILABLE THROUGH THE
 AB2438'ATHENS CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC6885 ***********************************************************************
 AC6885  DESIGNATION -  9
 AC6885  PID         -  AC6885
 AC6885  STATE/COUNTY-  OH/BELMONT
 AC6885  USGS QUAD   -  LANSING (1994)
 AC6885
 AC6885                         *CURRENT SURVEY CONTROL
 AC6885  ___________________________________________________________________
 AC6885* NAD 83(1995)-  40 04 59.38997(N)    080 52 08.87009(W)     ADJUSTED  
 AC6885* NAVD 88     -       377.3    (meters)    1238.     (feet)  GPS OBS   
 AC6885  ___________________________________________________________________
 AC6885  X           -     775,522.914 (meters)                     COMP
 AC6885  Y           -  -4,825,103.434 (meters)                     COMP
 AC6885  Z           -   4,085,276.175 (meters)                     COMP
 AC6885  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AC6885  ELLIP HEIGHT-         343.46  (meters)          (10/07/05) GPS OBS
 AC6885  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AC6885
 AC6885  HORZ ORDER  -  FIRST
 AC6885  ELLP ORDER  -  FOURTH    CLASS II
 AC6885
 AC6885.The horizontal coordinates were established by GPS observations
 AC6885.and adjusted by the National Geodetic Survey in October 2005..
 AC6885
 AC6885.The orthometric height was determined by GPS observations and a
 AC6885.high-resolution geoid model.
 AC6885
 AC6885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6885
 AC6885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6885
 AC6885.The ellipsoidal height was determined by GPS observations
 AC6885.and is referenced to NAD 83.
 AC6885
 AC6885.The geoid height was determined by GEOID03.
 AC6885
 AC6885;                    North         East     Units Scale Factor Converg.
 AC6885;SPC OH S     -   232,523.160   739,090.995   MT  1.00001024   +1 02 05.3
 AC6885;UTM  17      - 4,436,995.867   511,157.412   MT  0.99960153   +0 05 03.4
 AC6885
 AC6885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6885!SPC OH S     -   0.99994612  x   1.00001024  =   0.99995636
 AC6885!UTM  17      -   0.99994612  x   0.99960153  =   0.99954767
 AC6885
 AC6885                          SUPERSEDED SURVEY CONTROL
 AC6885
 AC6885  NAD 83(1995)-  40 04 59.38266(N)    080 52 08.87099(W) AD(       ) 1
 AC6885  NAD 83(1986)-  40 04 59.39480(N)    080 52 08.87700(W) AD(       ) 1
 AC6885
 AC6885.Superseded values are not recommended for survey control.
 AC6885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6885.See file dsdata.txt to determine how the superseded data were derived.
 AC6885
 AC6885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE1115736996(NAD 83)
 AC6885_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6885_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC6885_STAMPING: 9 1996
 AC6885_MARK LOGO: OH7200
 AC6885_PROJECTION: FLUSH
 AC6885_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC6885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6885+STABILITY: SURFACE MOTION
 AC6885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6885+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6885_ROD/PIPE-DEPTH: 1    meters
 AC6885
 AC6885  HISTORY     - Date     Condition        Report By
 AC6885  HISTORY     - 1996     MONUMENTED       GEOONE
 AC6885
 AC6885                          STATION DESCRIPTION
 AC6885
 AC6885'DESCRIBED BY GEOONE INCORPORATED 1996 (JDW)
 AC6885'IN BELMONT COUNTY, OHIO, RICHLAND TOWNSHIP, ST.  CLAIRSVILLE, THE
 AC6885'STATION IS SET IN THE SOUTH R/W OF REHM ROAD IN FRONT OF HOUSE NO.
 AC6885'50890 EAST OUT OF ST.  CLAIRSVILLE ALONG REHM ROAD.  ABOUT 26 FT. (7.9
 AC6885'M) SOUTH OF POLE NO.  47016 SET IN THE NORTH R/W OF REHM ROAD, 30 FT.
 AC6885'(9.1 M) EAST FROM THE CENTER INTERSECTION OF REHM RD.  WITH THE DRIVE
 AC6885'WAY OF HOUSE N0.  50890 AND ABOUT 26 FT.  (7.9 M) SOUTHWEST FROM A
 AC6885'MAPLE TREE.  THE STATION IS FLUSH WITH THE GROUND. A STATION SKETCH IS
 AC6885'AVAILABLE THROUGH THE CITY OF ST. CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6748 ***********************************************************************
 AI6748  DESIGNATION -  9
 AI6748  PID         -  AI6748
 AI6748  STATE/COUNTY-  OH/CLINTON
 AI6748  USGS QUAD   -  MARTINSVILLE (1960)
 AI6748
 AI6748                         *CURRENT SURVEY CONTROL
 AI6748  ___________________________________________________________________
 AI6748* NAD 83(1995)-  39 15 24.92384(N)    083 50 15.02320(W)     ADJUSTED  
 AI6748* NAVD 88     -       307.3    (meters)    1008.     (feet)  GPS OBS   
 AI6748  ___________________________________________________________________
 AI6748  X           -     530,896.545 (meters)                     COMP
 AI6748  Y           -  -4,916,961.889 (meters)                     COMP
 AI6748  Z           -   4,014,616.898 (meters)                     COMP
 AI6748  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 AI6748  ELLIP HEIGHT-         274.32  (meters)          (10/07/05) GPS OBS
 AI6748  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AI6748
 AI6748  HORZ ORDER  -  FIRST
 AI6748  ELLP ORDER  -  THIRD     CLASS II
 AI6748
 AI6748.The horizontal coordinates were established by GPS observations
 AI6748.and adjusted by the National Geodetic Survey in August 2000..
 AI6748
 AI6748.The orthometric height was determined by GPS observations and a
 AI6748.high-resolution geoid model.
 AI6748
 AI6748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6748
 AI6748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6748
 AI6748.The ellipsoidal height was determined by GPS observations
 AI6748.and is referenced to NAD 83.
 AI6748
 AI6748.The geoid height was determined by GEOID03.
 AI6748
 AI6748;                    North         East     Units Scale Factor Converg.
 AI6748;SPC OH S     -   140,389.835   484,568.148   MT  0.99993837   -0 50 55.2
 AI6748;UTM  17      - 4,349,126.381   255,166.264   MT  1.00033813   -1 47 47.3
 AI6748
 AI6748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6748!SPC OH S     -   0.99995696  x   0.99993837  =   0.99989534
 AI6748!UTM  17      -   0.99995696  x   1.00033813  =   1.00029508
 AI6748
 AI6748|---------------------------------------------------------------------|
 AI6748| PID    Reference Object                     Distance      Geod. Az  |
 AI6748|                                                           dddmmss.s |
 AI6748| AI6778 9A                                  324.388 METERS 29313     |
 AI6748|---------------------------------------------------------------------|
 AI6748
 AI6748                          SUPERSEDED SURVEY CONTROL
 AI6748
 AI6748  ELLIP H (08/02/00)  274.35   (m)                       GP(       ) 3 2
 AI6748
 AI6748.Superseded values are not recommended for survey control.
 AI6748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6748.See file dsdata.txt to determine how the superseded data were derived.
 AI6748
 AI6748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5516649126(NAD 83)
 AI6748_MARKER: DD = SURVEY DISK
 AI6748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6748_STAMPING: GPS 9 2000
 AI6748_MARK LOGO: OH-027
 AI6748_PROJECTION: FLUSH
 AI6748_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6748+STABILITY: SURFACE MOTION
 AI6748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6748+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2001
 AI6748
 AI6748  HISTORY     - Date     Condition        Report By
 AI6748  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6748  HISTORY     - 20010701 GOOD             WOOLPT
 AI6748
 AI6748                          STATION DESCRIPTION
 AI6748
 AI6748'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6748'THE STATION IS LOCATED APPROXIMATELY 13.0 MI (20.9 KM) SOUTH OF
 AI6748'WILMINGTON, APPROXIMATELY 10.5 MI (16.9 KM) WEST-NORTHWEST OF
 AI6748'HILLSBORO, AND 8.2 MI (13.2 KM) EAST-SOUTHEAST OF BLANCHESTER.  THE
 AI6748'STATION IS AT THE NORTHWEST CORNER OF THE INTERSECTION OF LYNCHBURG
 AI6748'ROAD AND OAK GROVE ROAD.
 AI6748'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 68 AND STATE ROUTE
 AI6748'251, PROCEED NORTH ON US 68 APPROXIMATELY 0.4 MI (0.6 KM) TO STEWART
 AI6748'ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED EAST ALONG STEWART ROAD
 AI6748'APPROXIMATELY 1.75 MI (2.82 KM) TO THE T-INTERSECTION WITH CHANEY
 AI6748'ROAD.  TURN LEFT AND PROCEED NORTH ON CHANEY ROAD APPROXIMATELY 0.5 MI
 AI6748'(0.8 KM) TO THE INTERSECTION WITH LYNCHBURG ROAD.  TURN RIGHT AND
 AI6748'PROCEED SOUTHEAST ALONG LYNCHBURG ROAD APPROXIMATELY 1.8 MI (2.9 KM)
 AI6748'TO THE INTERSECTION WITH OAK GROVE ROAD AND THE STATION ON THE LEFT.
 AI6748'THE STATION IS APPROXIMATELY 58.9 FT (18.0 M) WEST FROM THE CENTERLINE
 AI6748'OF OAK GROVE ROAD, 30.4 FT (9.3 M) EAST OF A CULVERT ON THE NORTHSIDE
 AI6748'OF LYNCHBURG ROAD, AND 29.5 FT (9.0 M) NORTH-NORTHEAST OF THE
 AI6748'CENTERLINE TO LYNCHBURG ROAD.  THE STATION IS A STANDARD CLINTON
 AI6748'COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS 9
 AI6748'2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND.
 AI6748
 AI6748                          STATION RECOVERY (2001)
 AI6748
 AI6748'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (GTF)
 AI6748'RECOVERED AS DESCRIBED
 AI6748' 
 AI6748' 
 AI6748' 
 AI6748'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3389 ***********************************************************************
 AE3389  DESIGNATION -  9 1
 AE3389  PID         -  AE3389
 AE3389  STATE/COUNTY-  OH/UNION
 AE3389  USGS QUAD   -  MARYSVILLE (1973)
 AE3389
 AE3389                         *CURRENT SURVEY CONTROL
 AE3389  ___________________________________________________________________
 AE3389* NAD 83(1995)-  40 12 51.74031(N)    083 19 28.73489(W)     ADJUSTED  
 AE3389* NAVD 88     -       299.7    (meters)     983.     (feet)  GPS OBS   
 AE3389  ___________________________________________________________________
 AE3389  X           -     566,986.381 (meters)                     COMP
 AE3389  Y           -  -4,844,510.062 (meters)                     COMP
 AE3389  Z           -   4,096,363.055 (meters)                     COMP
 AE3389  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AE3389  ELLIP HEIGHT-         266.16  (meters)          (10/07/05) GPS OBS
 AE3389  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AE3389
 AE3389  HORZ ORDER  -  FIRST
 AE3389  ELLP ORDER  -  THIRD     CLASS I
 AE3389
 AE3389.The horizontal coordinates were established by GPS observations
 AE3389.and adjusted by the National Geodetic Survey in October 1997..
 AE3389
 AE3389.The orthometric height was determined by GPS observations and a
 AE3389.high-resolution geoid model.
 AE3389
 AE3389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3389
 AE3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3389
 AE3389.The ellipsoidal height was determined by GPS observations
 AE3389.and is referenced to NAD 83.
 AE3389
 AE3389.The geoid height was determined by GEOID03.
 AE3389
 AE3389;                    North         East     Units Scale Factor Converg.
 AE3389;SPC OH N     -    61,153.747   529,798.380   MT  1.00004915   -0 32 30.3
 AE3389;UTM  17      - 4,454,142.671   302,181.472   MT  1.00008174   -1 30 05.0
 AE3389
 AE3389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3389!SPC OH N     -   0.99995825  x   1.00004915  =   1.00000740
 AE3389!UTM  17      -   0.99995825  x   1.00008174  =   1.00003998
 AE3389
 AE3389|---------------------------------------------------------------------|
 AE3389| PID    Reference Object                     Distance      Geod. Az  |
 AE3389|                                                           dddmmss.s |
 AE3389| AE3414 9 1 AZ MK                           285.491 METERS 31149     |
 AE3389|---------------------------------------------------------------------|
 AE3389
 AE3389                          SUPERSEDED SURVEY CONTROL
 AE3389
 AE3389  ELLIP H (10/02/97)  266.20   (m)                       GP(       ) 3 1
 AE3389
 AE3389.Superseded values are not recommended for survey control.
 AE3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3389.See file dsdata.txt to determine how the superseded data were derived.
 AE3389
 AE3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0218154143(NAD 83)
 AE3389_MARKER: DD = SURVEY DISK
 AE3389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3389_STAMPING: TWP 9 STATION 1
 AE3389_MARK LOGO: OH-159
 AE3389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3389+STABILITY: SURFACE MOTION
 AE3389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3389+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3389
 AE3389  HISTORY     - Date     Condition        Report By
 AE3389  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3389
 AE3389                          STATION DESCRIPTION
 AE3389
 AE3389'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3389'THE MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF THE CITY OF
 AE3389'MARYSVILLE.  FROM THE INTERSECTION/INTERCHANGE OF STATE HIGHWAY 33 AND
 AE3389'SCOTTSLAWN RD.  PROCEED SOUTHWEST ON SCOTTSLAWN RD.  FOR 1.0 KM (0.60
 AE3389'MI) TO THE INTERSECTION OF SCOTTSLAWN RD.  AND COUNTY RD.  1
 AE3389'(INDUSTRIAL PKWY) .  TURN RIGHT AND PROCEED NORTHWEST ON CO.RD.  1 FOR
 AE3389'1.4 KM (0.85 MI) TO THE STATION ON THE RIGHT.  MARKER IS NORTH OF
 AE3389'POWER SUBSTATION AND KERN AND KERN INC., 8.8 M (28.9 FT) (29 FT.) EAST
 AE3389'OF THE CENTERLINE OF CO.RD.  1, 20.1 M (65.9 FT) SOUTH OF A POWERPOLE
 AE3389'AND ACROSS THE ROAD FROM A FIRE HYDRANT.  CONTROL POINT IS FLUSH WITH
 AE3389'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3414 ***********************************************************************
 AE3414  DESIGNATION -  9 1 AZ MK
 AE3414  PID         -  AE3414
 AE3414  STATE/COUNTY-  OH/UNION
 AE3414  USGS QUAD   -  MARYSVILLE (1973)
 AE3414
 AE3414                         *CURRENT SURVEY CONTROL
 AE3414  ___________________________________________________________________
 AE3414* NAD 83(1995)-  40 12 57.91093(N)    083 19 37.73401(W)     ADJUSTED  
 AE3414* NAVD 88     -       300.4    (meters)     986.     (feet)  GPS OBS   
 AE3414  ___________________________________________________________________
 AE3414  X           -     566,760.800 (meters)                     COMP
 AE3414  Y           -  -4,844,413.259 (meters)                     COMP
 AE3414  Z           -   4,096,508.845 (meters)                     COMP
 AE3414  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AE3414  ELLIP HEIGHT-         266.85  (meters)          (10/07/05) GPS OBS
 AE3414  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AE3414
 AE3414  HORZ ORDER  -  FIRST
 AE3414  ELLP ORDER  -  THIRD     CLASS I
 AE3414
 AE3414.The horizontal coordinates were established by GPS observations
 AE3414.and adjusted by the National Geodetic Survey in October 1997..
 AE3414
 AE3414.The orthometric height was determined by GPS observations and a
 AE3414.high-resolution geoid model.
 AE3414
 AE3414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3414
 AE3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3414
 AE3414.The ellipsoidal height was determined by GPS observations
 AE3414.and is referenced to NAD 83.
 AE3414
 AE3414.The geoid height was determined by GEOID03.
 AE3414
 AE3414;                    North         East     Units Scale Factor Converg.
 AE3414;SPC OH N     -    61,346.090   529,587.389   MT  1.00004871   -0 32 36.2
 AE3414;UTM  17      - 4,454,338.527   301,973.726   MT  1.00008275   -1 30 11.0
 AE3414
 AE3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3414!SPC OH N     -   0.99995814  x   1.00004871  =   1.00000685
 AE3414!UTM  17      -   0.99995814  x   1.00008275  =   1.00004089
 AE3414
 AE3414|---------------------------------------------------------------------|
 AE3414| PID    Reference Object                     Distance      Geod. Az  |
 AE3414|                                                           dddmmss.s |
 AE3414| AE3389 9 1                                 285.491 METERS 13149     |
 AE3414|---------------------------------------------------------------------|
 AE3414
 AE3414                          SUPERSEDED SURVEY CONTROL
 AE3414
 AE3414  ELLIP H (10/02/97)  266.89   (m)                       GP(       ) 3 1
 AE3414
 AE3414.Superseded values are not recommended for survey control.
 AE3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3414.See file dsdata.txt to determine how the superseded data were derived.
 AE3414
 AE3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0197454339(NAD 83)
 AE3414_MARKER: DD = SURVEY DISK
 AE3414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3414_STAMPING: TWP 9 STATION 1A
 AE3414_MARK LOGO: OH-159
 AE3414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3414+STABILITY: SURFACE MOTION
 AE3414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3414+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3414
 AE3414  HISTORY     - Date     Condition        Report By
 AE3414  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3414
 AE3414                          STATION DESCRIPTION
 AE3414
 AE3414'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3414'THE MONUMENT IS IN THE SOUTHEAST CORNER OF THE CITY OF MARYSVILLE.
 AE3414'FROM THE INTERSECTION/INTERCHNAGE OF STATE HIGHWAY 33 AND SCOTTSLAWN
 AE3414'RD., PROCEED SOUTHWEST ON SCOTTSLAWN RD.  FOR 1.0 KM (0.60 MI) TO THE
 AE3414'INTERSECTION OF SCOTTSLAWN RD.  AND CO.RD.1 (INDUSTRIAL PKWY) .  TURN
 AE3414'RIGHT AND PROCEED NORTHWEST ON CO.RD.1 FOR 1.7 KM (1.05 MI) TO THE
 AE3414'STATION ON THE RIGHT.  MARKER IS SOUTH OF DRIVE TO RESIDENCE NO.14658,
 AE3414'8.2 M (26.9 FT) EAST OF THE CENTERLINE OF CO.RD.1 AND 14.0 M (45.9 FT)
 AE3414'SOUTH OF POWER POLE.  CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2009 ***********************************************************************
 AJ2009  DESIGNATION -  9 10
 AJ2009  PID         -  AJ2009
 AJ2009  STATE/COUNTY-  OH/UNION
 AJ2009  USGS QUAD   -  PEORIA (1980)
 AJ2009
 AJ2009                         *CURRENT SURVEY CONTROL
 AJ2009  ___________________________________________________________________
 AJ2009* NAD 83(1995)-  40 15 04.06063(N)    083 23 05.56635(W)     ADJUSTED  
 AJ2009* NAVD 88     -       306.4    (meters)    1005.     (feet)  GPS OBS   
 AJ2009  ___________________________________________________________________
 AJ2009  X           -     561,590.268 (meters)                     COMP
 AJ2009  Y           -  -4,842,489.735 (meters)                     COMP
 AJ2009  Z           -   4,099,483.209 (meters)                     COMP
 AJ2009  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AJ2009  ELLIP HEIGHT-         272.72  (meters)          (10/07/05) GPS OBS
 AJ2009  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 AJ2009
 AJ2009  HORZ ORDER  -  FIRST
 AJ2009  ELLP ORDER  -  THIRD     CLASS I
 AJ2009
 AJ2009.The horizontal coordinates were established by GPS observations
 AJ2009.and adjusted by the National Geodetic Survey in March 2001..
 AJ2009
 AJ2009.The orthometric height was determined by GPS observations and a
 AJ2009.high-resolution geoid model.
 AJ2009
 AJ2009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2009
 AJ2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2009
 AJ2009.The ellipsoidal height was determined by GPS observations
 AJ2009.and is referenced to NAD 83.
 AJ2009
 AJ2009.The geoid height was determined by GEOID03.
 AJ2009
 AJ2009;                    North         East     Units Scale Factor Converg.
 AJ2009;SPC OH N     -    65,285.284   524,712.550   MT  1.00003989   -0 34 52.8
 AJ2009;UTM  17      - 4,458,359.039   297,165.322   MT  1.00010648   -1 32 29.4
 AJ2009
 AJ2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2009!SPC OH N     -   0.99995722  x   1.00003989  =   0.99999711
 AJ2009!UTM  17      -   0.99995722  x   1.00010648  =   1.00006369
 AJ2009
 AJ2009|---------------------------------------------------------------------|
 AJ2009| PID    Reference Object                     Distance      Geod. Az  |
 AJ2009|                                                           dddmmss.s |
 AJ2009| AJ2027 9 10 AZ MK                          355.524 METERS 05808     |
 AJ2009|---------------------------------------------------------------------|
 AJ2009
 AJ2009                          SUPERSEDED SURVEY CONTROL
 AJ2009
 AJ2009  ELLIP H (03/16/01)  272.74   (m)                       GP(       ) 3 1
 AJ2009
 AJ2009.Superseded values are not recommended for survey control.
 AJ2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2009.See file dsdata.txt to determine how the superseded data were derived.
 AJ2009
 AJ2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9716558359(NAD 83)
 AJ2009_MARKER: DD = SURVEY DISK
 AJ2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2009_STAMPING: TWP 9 STATION 10
 AJ2009_MARK LOGO: WOOLPT
 AJ2009_PROJECTION: FLUSH
 AJ2009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2009+STABILITY: SURFACE MOTION
 AJ2009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2009+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2009
 AJ2009  HISTORY     - Date     Condition        Report By
 AJ2009  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2009
 AJ2009                          STATION DESCRIPTION
 AJ2009
 AJ2009'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2009'THE STATION IS LOCATED ON THE NORTH SIDE OF MARYSVILLE
 AJ2009'APPROXIMATELY 18.68 KM (11.6 MI) NORTHWEST OF PLAIN CITY AND 35.90
 AJ2009'KM (22.3 MI)  EAST-NORTHEAST OF URBANA.
 AJ2009'TO REACH THE  STATION FROM THE T-JUNCTION OF STATE ROUTE 31 AND
 AJ2009'US ROUTE 33 ON THE NORTH SIDE OF MARYSVILLE PROCEED  NORTH ON
 AJ2009'STATE ROUTE 31 FOR 0.64 KM (0.4 MI) TO MILLS ROAD. TURN LEFT ONTO
 AJ2009'MILLS ROAD AND PROCEED FOR 0.81 KM (0.5 MI) TO CINNAMON ROAD. TURN
 AJ2009'LEFT ON CINNAMON ROAD AND PROCEED 0.161 KM (0.1 MI) TO  A BIKE PATH
 AJ2009'ON THE LEFT THAT FOLLOWS US ROUTE 33.  FOLLOW THE BIKE PATH FOR
 AJ2009'APPROXIMATELY 151.4 M (500 FT) TO THE STATION ON THE LEFT.
 AJ2009'THE STATION IS LOCATED 10.98 M (36 FT) SOUTH-SOUTHEAST OF THE EDGE
 AJ2009'OF  PAVEMENT OF THE BIKE TRAIL, 2.99 M (9.8 FT) NORTH-NORTHWEST
 AJ2009'FROM THE RIGHT OF WAY FENCE OF US ROUTE 33. THE STATION IS A  BRASS
 AJ2009'UNION COUNTY GPS DISK STAMPED--TWP 9 STATION 10--  SET IN THE TOP OF
 AJ2009'A 12  INCH DIAMETER CONCRETE MONUMENT  WITH AN IMBEDDED REBAR.
 AJ2009'THE STATION IS SET FLUSH WITH THE GROUND.
 AJ2009'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2027 ***********************************************************************
 AJ2027  DESIGNATION -  9 10 AZ MK
 AJ2027  PID         -  AJ2027
 AJ2027  STATE/COUNTY-  OH/UNION
 AJ2027  USGS QUAD   -  PEORIA (1980)
 AJ2027
 AJ2027                         *CURRENT SURVEY CONTROL
 AJ2027  ___________________________________________________________________
 AJ2027* NAD 83(1995)-  40 15 10.14566(N)    083 22 52.79003(W)     ADJUSTED  
 AJ2027* NAVD 88     -       305.8    (meters)    1003.     (feet)  GPS OBS   
 AJ2027  ___________________________________________________________________
 AJ2027  X           -     561,876.185 (meters)                     COMP
 AJ2027  Y           -  -4,842,334.005 (meters)                     COMP
 AJ2027  Z           -   4,099,626.067 (meters)                     COMP
 AJ2027  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AJ2027  ELLIP HEIGHT-         272.11  (meters)          (10/07/05) GPS OBS
 AJ2027  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AJ2027
 AJ2027  HORZ ORDER  -  FIRST
 AJ2027  ELLP ORDER  -  THIRD     CLASS I
 AJ2027
 AJ2027.The horizontal coordinates were established by GPS observations
 AJ2027.and adjusted by the National Geodetic Survey in March 2001..
 AJ2027
 AJ2027.The orthometric height was determined by GPS observations and a
 AJ2027.high-resolution geoid model.
 AJ2027
 AJ2027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2027
 AJ2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2027
 AJ2027.The ellipsoidal height was determined by GPS observations
 AJ2027.and is referenced to NAD 83.
 AJ2027
 AJ2027.The geoid height was determined by GEOID03.
 AJ2027
 AJ2027;                    North         East     Units Scale Factor Converg.
 AJ2027;SPC OH N     -    65,469.913   525,016.391   MT  1.00003948   -0 34 44.4
 AJ2027;UTM  17      - 4,458,538.562   297,472.234   MT  1.00010495   -1 32 21.3
 AJ2027
 AJ2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2027!SPC OH N     -   0.99995731  x   1.00003948  =   0.99999679
 AJ2027!UTM  17      -   0.99995731  x   1.00010495  =   1.00006226
 AJ2027
 AJ2027|---------------------------------------------------------------------|
 AJ2027| PID    Reference Object                     Distance      Geod. Az  |
 AJ2027|                                                           dddmmss.s |
 AJ2027| AJ2009 9 10                                355.524 METERS 23808     |
 AJ2027|---------------------------------------------------------------------|
 AJ2027
 AJ2027                          SUPERSEDED SURVEY CONTROL
 AJ2027
 AJ2027  ELLIP H (03/16/01)  272.14   (m)                       GP(       ) 3 1
 AJ2027
 AJ2027.Superseded values are not recommended for survey control.
 AJ2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2027.See file dsdata.txt to determine how the superseded data were derived.
 AJ2027
 AJ2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9747258539(NAD 83)
 AJ2027_MARKER: DD = SURVEY DISK
 AJ2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2027_STAMPING: TWP 9 STATION 10-A
 AJ2027_MARK LOGO: WOOLPT
 AJ2027_PROJECTION: FLUSH
 AJ2027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2027+STABILITY: SURFACE MOTION
 AJ2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2027+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2027
 AJ2027  HISTORY     - Date     Condition        Report By
 AJ2027  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2027
 AJ2027                          STATION DESCRIPTION
 AJ2027
 AJ2027'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2027'THE STATION IS LOCATED ON THE NORTH SIDE OF MARYSVILLE
 AJ2027'APPROXIMATELY 18.68 KM (11.6 MI) NORTHWEST OF PLAIN CITY AND 35.90
 AJ2027'KM (22.3 MI) EAST-NORTHEAST OF URBANA.
 AJ2027'TO REACH THE STATION FROM THE T-JUNCTION OF STATE ROUTE 31 AND
 AJ2027'US ROUTE 33 ON THE NORTH SIDE OF MARYSVILLE PROCEED NORTH ON
 AJ2027'STATE ROUTE 31 FOR 0.64 KM (0.4 MI) TO MILLS  ROAD. TURN LEFT ONTO
 AJ2027'MILLS ROAD AND PROCEED FOR  0.81 KM (0.5 MI) TO CINNAMON ROAD.
 AJ2027'TURN LEFT ON CINNAMON ROAD AND  PROCEED 0.32 KM (0.2 MI) TO THE
 AJ2027'STATION ON THE LEFT.
 AJ2027'THE  STATION IS  LOCATED 35.37 M (116 FT)  EAST OF THE SOUTHEAST
 AJ2027'CORNER OF A  DRAINAGE CULVERT, 30.95M (101.5  FT) SOUTHEAST OF
 AJ2027'MAILBOXES 1314 AND 1322, 8.66 M (28.4 FT) WEST OF  A SANITARY MANHOLE,
 AJ2027'AND 2.5 M (8.2 FT) NORTH OF A WIRE FENCE. THE STATION IS A BRASS UNION
 AJ2027'COUNTY GPS DISK STAMPED-- TWP 9 STATION 10-A--  SET IN THE TOP  OF A
 AJ2027'12
 AJ2027' INCH  DIAMETER CONCRETE  MONUMENT  WITH AN IMBEDDED REBAR. THE
 AJ2027'STATION IS SET FLUSH WITH THE GROUND.
 AJ2027'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2010 ***********************************************************************
 AJ2010  DESIGNATION -  9 11
 AJ2010  PID         -  AJ2010
 AJ2010  STATE/COUNTY-  OH/UNION
 AJ2010  USGS QUAD   -  MAGNETIC SPRINGS (1984)
 AJ2010
 AJ2010                         *CURRENT SURVEY CONTROL
 AJ2010  ___________________________________________________________________
 AJ2010* NAD 83(1995)-  40 15 20.39376(N)    083 22 00.58242(W)     ADJUSTED  
 AJ2010* NAVD 88     -       304.2    (meters)     998.     (feet)  GPS OBS   
 AJ2010  ___________________________________________________________________
 AJ2010  X           -     563,078.073 (meters)                     COMP
 AJ2010  Y           -  -4,841,987.533 (meters)                     COMP
 AJ2010  Z           -   4,099,866.289 (meters)                     COMP
 AJ2010  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AJ2010  ELLIP HEIGHT-         270.52  (meters)          (10/07/05) GPS OBS
 AJ2010  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 AJ2010
 AJ2010  HORZ ORDER  -  FIRST
 AJ2010  ELLP ORDER  -  THIRD     CLASS I
 AJ2010
 AJ2010.The horizontal coordinates were established by GPS observations
 AJ2010.and adjusted by the National Geodetic Survey in March 2001..
 AJ2010
 AJ2010.The orthometric height was determined by GPS observations and a
 AJ2010.high-resolution geoid model.
 AJ2010
 AJ2010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2010
 AJ2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2010
 AJ2010.The ellipsoidal height was determined by GPS observations
 AJ2010.and is referenced to NAD 83.
 AJ2010
 AJ2010.The geoid height was determined by GEOID03.
 AJ2010
 AJ2010;                    North         East     Units Scale Factor Converg.
 AJ2010;SPC OH N     -    65,773.640   526,253.332   MT  1.00003878   -0 34 10.1
 AJ2010;UTM  17      - 4,458,821.531   298,714.170   MT  1.00009877   -1 31 47.8
 AJ2010
 AJ2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2010!SPC OH N     -   0.99995756  x   1.00003878  =   0.99999634
 AJ2010!UTM  17      -   0.99995756  x   1.00009877  =   1.00005633
 AJ2010
 AJ2010:                Primary Azimuth Mark                     Grid Az
 AJ2010:SPC OH N     -  9 11 AZ MK                               011 28 46.6
 AJ2010:UTM  17      -  9 11 AZ MK                               012 26 24.3
 AJ2010
 AJ2010|---------------------------------------------------------------------|
 AJ2010| PID    Reference Object                     Distance      Geod. Az  |
 AJ2010|                                                           dddmmss.s |
 AJ2010| AJ2028 9 11 AZ MK                          469.964 METERS 0105436.5 |
 AJ2010|---------------------------------------------------------------------|
 AJ2010
 AJ2010                          SUPERSEDED SURVEY CONTROL
 AJ2010
 AJ2010  ELLIP H (03/16/01)  270.55   (m)                       GP(       ) 3 1
 AJ2010
 AJ2010.Superseded values are not recommended for survey control.
 AJ2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2010.See file dsdata.txt to determine how the superseded data were derived.
 AJ2010
 AJ2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9871458822(NAD 83)
 AJ2010_MARKER: DD = SURVEY DISK
 AJ2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2010_STAMPING: TWP 9 STATION 11
 AJ2010_MARK LOGO: WOOLPT
 AJ2010_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2010+STABILITY: SURFACE MOTION
 AJ2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2010+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2010
 AJ2010  HISTORY     - Date     Condition        Report By
 AJ2010  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2010
 AJ2010                          STATION DESCRIPTION
 AJ2010
 AJ2010'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2010'THE STATION IS LOCATED ON THE NORTH SIDE OF MARYSVILLE
 AJ2010'APPROXIMATELY 18.52 KM (11.5 MI) NORTHWEST OF PLAIN CITY AND 36.23
 AJ2010'KM (22.5 MI)  EAST-NORTHEAST OF URBANA.
 AJ2010'TO REACH THE  STATION FROM THE  T-JUNCTION OF  US ROUTES 33, 36, AND
 AJ2010'STATE ROUTE 4 ON THE NORTH SIDE OF MARYSVILLE, PROCEED NORTH ON
 AJ2010'STATE ROUTE 4 FOR LESS THAN 0.16 KM (0.1 MI) TO STATION ON THE RIGHT.
 AJ2010'THE STATION IS IN A TRIANGULAR TRAFFIC ISLAND BETWEEN THE NORTH
 AJ2010'BOUND LANE OF STATE ROUTE 4 AND THE NORTH BOUND ON RAMP TO
 AJ2010'STATE ROUTE 4.
 AJ2010'THE  STATION IS LOCATED 21.0 M (68.88 FT) NORTH OF THE NORTHWEST
 AJ2010'CORNER OF THE CONCRETE APRON OF A CATCH BASIN, 13.65 M (44.77 FT)
 AJ2010'SOUTH OF THE CENTER OF AN ELECTRIC BOX, 3.7 M (12.14 FT) WEST OF THE
 AJ2010'CURB OF THE NORTH BOUND ON RAMP OF STATE ROUTE 4,  AND 3.23 M
 AJ2010'(10.59 FT) EAST OF THE CURB OF THE NORTH BOUND LANE OF STATE
 AJ2010'ROUTE 4. THE  STATION IS A BRASS UNION COUNTY GPS DISK STAMPED--
 AJ2010'TWP 9 STATION 11--  SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AJ2010'MONUMENT WITH AN IMBEDDED REBAR. THE STATION IS RECESSED 5 CM.
 AJ2010'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2028 ***********************************************************************
 AJ2028  DESIGNATION -  9 11 AZ MK
 AJ2028  PID         -  AJ2028
 AJ2028  STATE/COUNTY-  OH/UNION
 AJ2028  USGS QUAD   -  MAGNETIC SPRINGS (1984)
 AJ2028
 AJ2028                         *CURRENT SURVEY CONTROL
 AJ2028  ___________________________________________________________________
 AJ2028* NAD 83(1995)-  40 15 35.35499(N)    083 21 56.81821(W)     ADJUSTED  
 AJ2028* NAVD 88     -       301.1    (meters)     988.     (feet)  GPS OBS   
 AJ2028  ___________________________________________________________________
 AJ2028  X           -     563,131.715 (meters)                     COMP
 AJ2028  Y           -  -4,841,678.722 (meters)                     COMP
 AJ2028  Z           -   4,100,216.508 (meters)                     COMP
 AJ2028  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AJ2028  ELLIP HEIGHT-         267.48  (meters)          (10/07/05) GPS OBS
 AJ2028  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AJ2028
 AJ2028  HORZ ORDER  -  FIRST
 AJ2028  ELLP ORDER  -  THIRD     CLASS I
 AJ2028
 AJ2028.The horizontal coordinates were established by GPS observations
 AJ2028.and adjusted by the National Geodetic Survey in March 2001..
 AJ2028
 AJ2028.The orthometric height was determined by GPS observations and a
 AJ2028.high-resolution geoid model.
 AJ2028
 AJ2028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2028
 AJ2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2028
 AJ2028.The ellipsoidal height was determined by GPS observations
 AJ2028.and is referenced to NAD 83.
 AJ2028
 AJ2028.The geoid height was determined by GEOID03.
 AJ2028
 AJ2028;                    North         East     Units Scale Factor Converg.
 AJ2028;SPC OH N     -    66,234.220   526,346.867   MT  1.00003776   -0 34 07.6
 AJ2028;UTM  17      - 4,459,280.506   298,815.420   MT  1.00009827   -1 31 45.9
 AJ2028
 AJ2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2028!SPC OH N     -   0.99995804  x   1.00003776  =   0.99999580
 AJ2028!UTM  17      -   0.99995804  x   1.00009827  =   1.00005631
 AJ2028
 AJ2028:                Primary Azimuth Mark                     Grid Az
 AJ2028:SPC OH N     -  9 11                                     191 28 46.5
 AJ2028:UTM  17      -  9 11                                     192 26 24.8
 AJ2028
 AJ2028|---------------------------------------------------------------------|
 AJ2028| PID    Reference Object                     Distance      Geod. Az  |
 AJ2028|                                                           dddmmss.s |
 AJ2028| AJ2010 9 11                                469.964 METERS 1905438.9 |
 AJ2028|---------------------------------------------------------------------|
 AJ2028
 AJ2028                          SUPERSEDED SURVEY CONTROL
 AJ2028
 AJ2028  ELLIP H (03/16/01)  267.51   (m)                       GP(       ) 3 1
 AJ2028
 AJ2028.Superseded values are not recommended for survey control.
 AJ2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2028.See file dsdata.txt to determine how the superseded data were derived.
 AJ2028
 AJ2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9881559281(NAD 83)
 AJ2028_MARKER: DD = SURVEY DISK
 AJ2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2028_STAMPING: TWP 9 STATION 11-A
 AJ2028_MARK LOGO: WOOLPT
 AJ2028_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2028+STABILITY: SURFACE MOTION
 AJ2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2028+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2028
 AJ2028  HISTORY     - Date     Condition        Report By
 AJ2028  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2028
 AJ2028                          STATION DESCRIPTION
 AJ2028
 AJ2028'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2028'THE STATION IS LOCATED ON THE NORTH SIDE OF MARYSVILLE
 AJ2028'APPROXIMATELY 19.0 KM (11.8 MI) NORTHWEST OF PLAIN CITY AND 36.71
 AJ2028'KM (22.8 MI)  EAST-NORTHEAST OF URBANA.
 AJ2028'TO REACH THE  STATION FROM THE T-JUNCTION OF  US ROUTES 33, 36, AND
 AJ2028'STATE ROUTE 4 ON THE NORTH SIDE OF MARYSVILLE, PROCEED NORTH ON
 AJ2028'STATE ROUTE 4 FOR 0.81 KM (0.5 MI) TO   STATION ON THE LEFT.
 AJ2028'THE  STATION IS  LOCATED 18.14 M (59.50 FT) NORTH OF A US 33/36
 AJ2028'JUNCTION SIGN, 13.0 M (42.64 FT) NORTHEAST OF A TELEPHONE POLE, AND
 AJ2028'7.05 M (23.12 FT) WEST OF THE EDGE OF PAVEMENT OF STATE ROUTE 4.  THE
 AJ2028'STATION   IS A BRASS UNION COUNTY GPS DISK STAMPED --TWP 9  STATION
 AJ2028'11-A--  SET IN THE TOP   OF A 12 INCH DIAMETER CONCRETE MONUMENT
 AJ2028'WITH AN IMBEDDED REBAR. THE STATION IS RECESSED 5 CM.
 AJ2028'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2011 ***********************************************************************
 AJ2011  DESIGNATION -  9 12
 AJ2011  PID         -  AJ2011
 AJ2011  STATE/COUNTY-  OH/UNION
 AJ2011  USGS QUAD   -  MILFORD CENTER (1980)
 AJ2011
 AJ2011                         *CURRENT SURVEY CONTROL
 AJ2011  ___________________________________________________________________
 AJ2011* NAD 83(1995)-  40 13 17.87442(N)    083 22 57.44072(W)     ADJUSTED  
 AJ2011* NAVD 88     -       320.2    (meters)    1051.     (feet)  GPS OBS   
 AJ2011  ___________________________________________________________________
 AJ2011  X           -     562,026.066 (meters)                     COMP
 AJ2011  Y           -  -4,844,579.749 (meters)                     COMP
 AJ2011  Z           -   4,096,991.807 (meters)                     COMP
 AJ2011  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AJ2011  ELLIP HEIGHT-         286.61  (meters)          (10/07/05) GPS OBS
 AJ2011  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AJ2011
 AJ2011  HORZ ORDER  -  FIRST
 AJ2011  ELLP ORDER  -  THIRD     CLASS I
 AJ2011
 AJ2011.The horizontal coordinates were established by GPS observations
 AJ2011.and adjusted by the National Geodetic Survey in March 2001..
 AJ2011
 AJ2011.The orthometric height was determined by GPS observations and a
 AJ2011.high-resolution geoid model.
 AJ2011
 AJ2011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2011
 AJ2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2011
 AJ2011.The ellipsoidal height was determined by GPS observations
 AJ2011.and is referenced to NAD 83.
 AJ2011
 AJ2011.The geoid height was determined by GEOID03.
 AJ2011
 AJ2011;                    North         East     Units Scale Factor Converg.
 AJ2011;SPC OH N     -    62,008.133   524,871.437   MT  1.00004729   -0 34 47.4
 AJ2011;UTM  17      - 4,455,079.480   297,269.303   MT  1.00010596   -1 32 20.7
 AJ2011
 AJ2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2011!SPC OH N     -   0.99995504  x   1.00004729  =   1.00000233
 AJ2011!UTM  17      -   0.99995504  x   1.00010596  =   1.00006100
 AJ2011
 AJ2011:                Primary Azimuth Mark                     Grid Az
 AJ2011:SPC OH N     -  9 12 AZ MK                               220 44 12.8
 AJ2011:UTM  17      -  9 12 AZ MK                               221 41 46.1
 AJ2011
 AJ2011|---------------------------------------------------------------------|
 AJ2011| PID    Reference Object                     Distance      Geod. Az  |
 AJ2011|                                                           dddmmss.s |
 AJ2011| AJ2029 9 12 AZ MK                          445.921 METERS 2200925.4 |
 AJ2011|---------------------------------------------------------------------|
 AJ2011
 AJ2011                          SUPERSEDED SURVEY CONTROL
 AJ2011
 AJ2011  ELLIP H (03/16/01)  286.64   (m)                       GP(       ) 3 1
 AJ2011
 AJ2011.Superseded values are not recommended for survey control.
 AJ2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2011.See file dsdata.txt to determine how the superseded data were derived.
 AJ2011
 AJ2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9726955079(NAD 83)
 AJ2011_MARKER: DD = SURVEY DISK
 AJ2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2011_STAMPING: TWP 9 STATION 12
 AJ2011_MARK LOGO: WOOLPT
 AJ2011_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2011+STABILITY: SURFACE MOTION
 AJ2011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2011+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2011
 AJ2011  HISTORY     - Date     Condition        Report By
 AJ2011  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2011
 AJ2011                          STATION DESCRIPTION
 AJ2011
 AJ2011'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2011'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF MARYSVILLE
 AJ2011'APPROXIMATELY 15.78 KM (9.8 MI) NORTHWEST OF PLAIN CITY AND 32.04
 AJ2011'KM (19.9 MI)  EAST-NORTHEAST OF URBANA.
 AJ2011'TO REACH THE  STATION FROM THE  Y-JUNCTION OF  US ROUTE 36, STATE
 AJ2011'ROUTE 4 AND MILFORD  AVENUE PROCEED NORHTEAST ON MILFORD
 AJ2011'AVENUE 1.77 KM (1.1 MI) TO THE STATION  ON THE  LEFT JUST PAST HOUSE
 AJ2011'NUMBER 1178.
 AJ2011'THE  STATION IS LOCATED 49.15 M  (161.21  FT) SOUTHWEST OF UTILITY
 AJ2011'POLE
 AJ2011'NUMBER 247007, 17.26 M (56.61 FT)  NORTHEAST  OF A UTILITY POLE,  AND
 AJ2011'7.78 M (25.52 FT) NORHTWEST OF THE  CENTER LINE  OF MILFORD ROAD.
 AJ2011'THE STATION IS A BRASS UNION COUNTY GPS DISK STAMPED--TWP 9
 AJ2011'STATION 12--  SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AJ2011'MONUMENT  WITH AN IMBEDDED REBAR. THE STATION IS RECESSED 3 CM.
 AJ2011'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2029 ***********************************************************************
 AJ2029  DESIGNATION -  9 12 AZ MK
 AJ2029  PID         -  AJ2029
 AJ2029  STATE/COUNTY-  OH/UNION
 AJ2029  USGS QUAD   -  MILFORD CENTER (1980)
 AJ2029
 AJ2029                         *CURRENT SURVEY CONTROL
 AJ2029  ___________________________________________________________________
 AJ2029* NAD 83(1995)-  40 13 06.82487(N)    083 23 09.60275(W)     ADJUSTED  
 AJ2029* NAVD 88     -       320.9    (meters)    1053.     (feet)  GPS OBS   
 AJ2029  ___________________________________________________________________
 AJ2029  X           -     561,765.831 (meters)                     COMP
 AJ2029  Y           -  -4,844,832.088 (meters)                     COMP
 AJ2029  Z           -   4,096,732.063 (meters)                     COMP
 AJ2029  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AJ2029  ELLIP HEIGHT-         287.39  (meters)          (10/07/05) GPS OBS
 AJ2029  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AJ2029
 AJ2029  HORZ ORDER  -  FIRST
 AJ2029  ELLP ORDER  -  THIRD     CLASS I
 AJ2029
 AJ2029.The horizontal coordinates were established by GPS observations
 AJ2029.and adjusted by the National Geodetic Survey in March 2001..
 AJ2029
 AJ2029.The orthometric height was determined by GPS observations and a
 AJ2029.high-resolution geoid model.
 AJ2029
 AJ2029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2029
 AJ2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2029
 AJ2029.The ellipsoidal height was determined by GPS observations
 AJ2029.and is referenced to NAD 83.
 AJ2029
 AJ2029.The geoid height was determined by GEOID03.
 AJ2029
 AJ2029;                    North         East     Units Scale Factor Converg.
 AJ2029;SPC OH N     -    61,670.236   524,580.422   MT  1.00004807   -0 34 55.4
 AJ2029;UTM  17      - 4,454,746.483   296,972.654   MT  1.00010745   -1 32 28.2
 AJ2029
 AJ2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2029!SPC OH N     -   0.99995492  x   1.00004807  =   1.00000299
 AJ2029!UTM  17      -   0.99995492  x   1.00010745  =   1.00006236
 AJ2029
 AJ2029:                Primary Azimuth Mark                     Grid Az
 AJ2029:SPC OH N     -  9 12                                     040 44 12.9
 AJ2029:UTM  17      -  9 12                                     041 41 45.7
 AJ2029
 AJ2029|---------------------------------------------------------------------|
 AJ2029| PID    Reference Object                     Distance      Geod. Az  |
 AJ2029|                                                           dddmmss.s |
 AJ2029| AJ2011 9 12                                445.921 METERS 0400917.5 |
 AJ2029|---------------------------------------------------------------------|
 AJ2029
 AJ2029                          SUPERSEDED SURVEY CONTROL
 AJ2029
 AJ2029  ELLIP H (03/16/01)  287.42   (m)                       GP(       ) 3 1
 AJ2029
 AJ2029.Superseded values are not recommended for survey control.
 AJ2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2029.See file dsdata.txt to determine how the superseded data were derived.
 AJ2029
 AJ2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9697354746(NAD 83)
 AJ2029_MARKER: DD = SURVEY DISK
 AJ2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2029_STAMPING: TWP 9 STATION 12-A
 AJ2029_MARK LOGO: WOOLPT
 AJ2029_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2029+STABILITY: SURFACE MOTION
 AJ2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2029+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2029
 AJ2029  HISTORY     - Date     Condition        Report By
 AJ2029  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2029
 AJ2029                          STATION DESCRIPTION
 AJ2029
 AJ2029'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2029'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF MARYSVILLE
 AJ2029'APPROXIMATELY 15.78 KM (9.8 MI) NORTHWEST OF PLAIN CITY AND 32.04
 AJ2029'KM (19.9 MI)  EAST-NORTHEAST OF URBANA.
 AJ2029'TO REACH THE  STATION FROM THE Y-JUNCTION OF  US ROUTE 36, STATE
 AJ2029'ROUTE 4 AND MILFORD  AVENUE PROCEED NORHTEAST ON MILFORD
 AJ2029'AVENUE 1.29 KM (0.8 MI) TO THE STATION  ON THE  RIGHT JUST PAST HOUSE
 AJ2029'NUMBER 1178 AND LORA LEE DRIVE.
 AJ2029'THE STATION IS 22.22 M (72.88 FT) NORTHEAST OF A GAS BOX, 19.8 M
 AJ2029'(64.94
 AJ2029'FT) NORTH OF THE NORTHWEST CORNER OF HOUSE NUMBER 991,
 AJ2029'AND 16.67 M (54.68 FT) SOUTH-SOUTHWEST OF MAILBOX NUMBER 1347 . THE
 AJ2029'STATION IS A BRASS UNION COUNTY GPS DISK  STAMPED--TWP 9  STATION
 AJ2029'12-A--  SET IN THE TOP OF A 12 INCH  DIAMETER CONCRETE MONUMENT
 AJ2029'WITH AN IMBEDDED REBAR. THE STATION IS RECESSED 3 CM.
 AJ2029'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2012 ***********************************************************************
 AJ2012  DESIGNATION -  9 13
 AJ2012  PID         -  AJ2012
 AJ2012  STATE/COUNTY-  OH/UNION
 AJ2012  USGS QUAD   -  MARYSVILLE (1973)
 AJ2012
 AJ2012                         *CURRENT SURVEY CONTROL
 AJ2012  ___________________________________________________________________
 AJ2012* NAD 83(1995)-  40 14 40.83037(N)    083 19 30.49885(W)     ADJUSTED  
 AJ2012* NAVD 88     -       296.5    (meters)     973.     (feet)  GPS OBS   
 AJ2012  ___________________________________________________________________
 AJ2012  X           -     566,692.048 (meters)                     COMP
 AJ2012  Y           -  -4,842,353.871 (meters)                     COMP
 AJ2012  Z           -   4,098,929.908 (meters)                     COMP
 AJ2012  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AJ2012  ELLIP HEIGHT-         262.83  (meters)          (10/07/05) GPS OBS
 AJ2012  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AJ2012
 AJ2012  HORZ ORDER  -  FIRST
 AJ2012  ELLP ORDER  -  THIRD     CLASS I
 AJ2012
 AJ2012.The horizontal coordinates were established by GPS observations
 AJ2012.and adjusted by the National Geodetic Survey in March 2001..
 AJ2012
 AJ2012.The orthometric height was determined by GPS observations and a
 AJ2012.high-resolution geoid model.
 AJ2012
 AJ2012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2012
 AJ2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2012
 AJ2012.The ellipsoidal height was determined by GPS observations
 AJ2012.and is referenced to NAD 83.
 AJ2012
 AJ2012.The geoid height was determined by GEOID03.
 AJ2012
 AJ2012;                    North         East     Units Scale Factor Converg.
 AJ2012;SPC OH N     -    64,518.936   529,788.504   MT  1.00004149   -0 32 31.5
 AJ2012;UTM  17      - 4,457,507.676   302,227.988   MT  1.00008151   -1 30 09.5
 AJ2012
 AJ2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2012!SPC OH N     -   0.99995877  x   1.00004149  =   1.00000026
 AJ2012!UTM  17      -   0.99995877  x   1.00008151  =   1.00004028
 AJ2012
 AJ2012                          SUPERSEDED SURVEY CONTROL
 AJ2012
 AJ2012  ELLIP H (03/16/01)  262.86   (m)                       GP(       ) 3 1
 AJ2012
 AJ2012.Superseded values are not recommended for survey control.
 AJ2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2012.See file dsdata.txt to determine how the superseded data were derived.
 AJ2012
 AJ2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0222857508(NAD 83)
 AJ2012_MARKER: DD = SURVEY DISK
 AJ2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2012_STAMPING: TWP 9 STATION 13
 AJ2012_MARK LOGO: WOOLPT
 AJ2012_PROJECTION: FLUSH
 AJ2012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2012+STABILITY: SURFACE MOTION
 AJ2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2012+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2012
 AJ2012  HISTORY     - Date     Condition        Report By
 AJ2012  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2012
 AJ2012                          STATION DESCRIPTION
 AJ2012
 AJ2012'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2012'THE STATION IS LOCATED ON THE EAST SIDE OF MARYSVILLE
 AJ2012'APPROXIMATELY 16.91 KM (10.5 MI) NORTHWEST OF PLAIN CITY AND 38.32
 AJ2012'KM (23.8 MI)  EAST-NORTHEAST OF URBANA.
 AJ2012'TO REACH THE  STATION FROM THE T-JUNCTION OF  US ROUTES 36 AND 33
 AJ2012'PROCEED EAST-NORHTEAST ON US  ROUTE 36 FOR 1.77 KM (1.1 MI) TO THE
 AJ2012'STATION  ON THE RIGHT,  BETWEEN HOUSE NUMBERS 14875 AND 14745.
 AJ2012'THE STATION IS 27.44 M (90 FT) EAST FROM A TELEPHONE POLE, 17.38 M (57
 AJ2012'FT) SOUTHWEST OF A 15 INCH CORRUGATED PLASTIC PIPE,  AND 4.57 M (15
 AJ2012'FT) SOUTH OF THE EDGE OF PAVEMENT OF US ROUTE 36. THE STATION   IS A
 AJ2012'BRASS UNION COUNTY GPS DISK STAMPED --TWP 9  STATION 13--  SET IN THE
 AJ2012'TOP OF A 12 INCH  DIAMETER CONCRETE MONUMENT  WITH AN IMBEDDED
 AJ2012'REBAR.  THE STATION IS SET FLUSH WITH THE  GROUND.
 AJ2012'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2030 ***********************************************************************
 AJ2030  DESIGNATION -  9 13 AZ MK
 AJ2030  PID         -  AJ2030
 AJ2030  STATE/COUNTY-  OH/UNION
 AJ2030  USGS QUAD   -  MARYSVILLE (1973)
 AJ2030
 AJ2030                         *CURRENT SURVEY CONTROL
 AJ2030  ___________________________________________________________________
 AJ2030* NAD 83(1995)-  40 14 35.88403(N)    083 19 50.63387(W)     ADJUSTED  
 AJ2030* NAVD 88     -       299.2    (meters)     982.     (feet)  GPS OBS   
 AJ2030  ___________________________________________________________________
 AJ2030  X           -     566,231.040 (meters)                     COMP
 AJ2030  Y           -  -4,842,509.160 (meters)                     COMP
 AJ2030  Z           -   4,098,815.232 (meters)                     COMP
 AJ2030  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AJ2030  ELLIP HEIGHT-         265.59  (meters)          (10/07/05) GPS OBS
 AJ2030  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 AJ2030
 AJ2030  HORZ ORDER  -  FIRST
 AJ2030  ELLP ORDER  -  THIRD     CLASS I
 AJ2030
 AJ2030.The horizontal coordinates were established by GPS observations
 AJ2030.and adjusted by the National Geodetic Survey in March 2001..
 AJ2030
 AJ2030.The orthometric height was determined by GPS observations and a
 AJ2030.high-resolution geoid model.
 AJ2030
 AJ2030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2030
 AJ2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2030
 AJ2030.The ellipsoidal height was determined by GPS observations
 AJ2030.and is referenced to NAD 83.
 AJ2030
 AJ2030.The geoid height was determined by GEOID03.
 AJ2030
 AJ2030;                    North         East     Units Scale Factor Converg.
 AJ2030;SPC OH N     -    64,370.889   529,311.148   MT  1.00004183   -0 32 44.7
 AJ2030;UTM  17      - 4,457,367.645   301,748.198   MT  1.00008385   -1 30 22.4
 AJ2030
 AJ2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2030!SPC OH N     -   0.99995834  x   1.00004183  =   1.00000017
 AJ2030!UTM  17      -   0.99995834  x   1.00008385  =   1.00004218
 AJ2030
 AJ2030                          SUPERSEDED SURVEY CONTROL
 AJ2030
 AJ2030  ELLIP H (03/16/01)  265.62   (m)                       GP(       ) 3 1
 AJ2030
 AJ2030.Superseded values are not recommended for survey control.
 AJ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2030.See file dsdata.txt to determine how the superseded data were derived.
 AJ2030
 AJ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0174857368(NAD 83)
 AJ2030_MARKER: DD = SURVEY DISK
 AJ2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2030_STAMPING: TWP 9 STATION 13-A
 AJ2030_MARK LOGO: WOOLPT
 AJ2030_PROJECTION: FLUSH
 AJ2030_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2030+STABILITY: SURFACE MOTION
 AJ2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2030+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2030
 AJ2030  HISTORY     - Date     Condition        Report By
 AJ2030  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2030
 AJ2030                          STATION DESCRIPTION
 AJ2030
 AJ2030'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2030'THE STATION IS LOCATED ON THE EAST SIDE OF MARYSVILLE
 AJ2030'APPROXIMATELY 16.74 KM (10.4 MI) NORTHWEST OF PLAIN CITY AND 38.16
 AJ2030'KM (23.7 MI) EAST-NORTHEAST OF URBANA.
 AJ2030'TO REACH THE  STATION FROM THE T-JUNCTION OF  US ROUTES 36 AND 33
 AJ2030'PROCEED EAST-NORHTEAST ON US ROUTE 36 FOR 1.29 KM (0.8 MI) TO THE
 AJ2030'STATION  ON THE LEFT, IN FRONT OF BUILDING NUMBER 15140.
 AJ2030'THE STATION IS 39.02 M (128 FT) WEST OF THE SOUTHWEST CORNER OF A
 AJ2030'SMALL RED BARN, 23.26 M (76.3 FT) EAST OF A POWER POLE,  AND 7.84 M
 AJ2030'(25.7 FT) SOUTH OF THE EDGE OF PAVEMENT OF US ROUTE 36. THE
 AJ2030'STATION IS A BRASS UNION COUNTY GPS DISK STAMPED-- TWP 9
 AJ2030'STATION 13-A--  SET IN THE TOP OF A 12 INCH  DIAMETER CONCRETE
 AJ2030'MONUMENT WITH AN IMBEDDED REBAR. THE STATION IS SET FLUSH
 AJ2030'WITH THE  GROUND.
 AJ2030'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2014 ***********************************************************************
 AJ2014  DESIGNATION -  9 14
 AJ2014  PID         -  AJ2014
 AJ2014  STATE/COUNTY-  OH/UNION
 AJ2014  USGS QUAD   -  MARYSVILLE (1973)
 AJ2014
 AJ2014                         *CURRENT SURVEY CONTROL
 AJ2014  ___________________________________________________________________
 AJ2014* NAD 83(1995)-  40 13 37.75161(N)    083 19 52.23718(W)     ADJUSTED  
 AJ2014* NAVD 88     -       299.8    (meters)     984.     (feet)  GPS OBS   
 AJ2014  ___________________________________________________________________
 AJ2014  X           -     566,327.956 (meters)                     COMP
 AJ2014  Y           -  -4,843,664.400 (meters)                     COMP
 AJ2014  Z           -   4,097,446.745 (meters)                     COMP
 AJ2014  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AJ2014  ELLIP HEIGHT-         266.18  (meters)          (10/07/05) GPS OBS
 AJ2014  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AJ2014
 AJ2014  HORZ ORDER  -  FIRST
 AJ2014  ELLP ORDER  -  THIRD     CLASS I
 AJ2014
 AJ2014.The horizontal coordinates were established by GPS observations
 AJ2014.and adjusted by the National Geodetic Survey in March 2001..
 AJ2014
 AJ2014.The orthometric height was determined by GPS observations and a
 AJ2014.high-resolution geoid model.
 AJ2014
 AJ2014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2014
 AJ2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2014
 AJ2014.The ellipsoidal height was determined by GPS observations
 AJ2014.and is referenced to NAD 83.
 AJ2014
 AJ2014.The geoid height was determined by GEOID03.
 AJ2014
 AJ2014;                    North         East     Units Scale Factor Converg.
 AJ2014;SPC OH N     -    62,578.204   529,256.164   MT  1.00004588   -0 32 45.8
 AJ2014;UTM  17      - 4,455,576.062   301,663.175   MT  1.00008427   -1 30 21.6
 AJ2014
 AJ2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2014!SPC OH N     -   0.99995824  x   1.00004588  =   1.00000412
 AJ2014!UTM  17      -   0.99995824  x   1.00008427  =   1.00004251
 AJ2014
 AJ2014:                Primary Azimuth Mark                     Grid Az
 AJ2014:SPC OH N     -  9 14 AZ MK                               125 52 22.9
 AJ2014:UTM  17      -  9 14 AZ MK                               126 49 58.7
 AJ2014
 AJ2014|---------------------------------------------------------------------|
 AJ2014| PID    Reference Object                     Distance      Geod. Az  |
 AJ2014|                                                           dddmmss.s |
 AJ2014| AJ2031 9 14 AZ MK                          451.079 METERS 1251937.1 |
 AJ2014|---------------------------------------------------------------------|
 AJ2014
 AJ2014                          SUPERSEDED SURVEY CONTROL
 AJ2014
 AJ2014  ELLIP H (03/16/01)  266.21   (m)                       GP(       ) 3 1
 AJ2014
 AJ2014.Superseded values are not recommended for survey control.
 AJ2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2014.See file dsdata.txt to determine how the superseded data were derived.
 AJ2014
 AJ2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0166355576(NAD 83)
 AJ2014_MARKER: DD = SURVEY DISK
 AJ2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2014_STAMPING: TWP 9 STATION 14
 AJ2014_MARK LOGO: WOOLPT
 AJ2014_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2014+STABILITY: SURFACE MOTION
 AJ2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2014+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2014
 AJ2014  HISTORY     - Date     Condition        Report By
 AJ2014  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2014
 AJ2014                          STATION DESCRIPTION
 AJ2014
 AJ2014'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2014'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF MARYSVILLE
 AJ2014'APPROXIMATELY 14.81 KM (9.2 MI) NORTHWEST OF PLAIN CITY AND 38.16
 AJ2014'(23.7
 AJ2014'MI)  EAST-NORTHEAST OF URBANA.
 AJ2014'TO REACH THE  STATION FROM THE JUNCTION OF  US ROUTES 36, 33, STATE
 AJ2014'ROUTE 4, AND THE HONDA PARKWAY ON THE WEST SIDE OF MARYSVILLE,
 AJ2014'PROCEED EAST ON US ROUTE 33 FOR 7.16 KM (4.45 MI) TO THE STATION ON
 AJ2014'THE RIGHT, APPROXIMATELY 1.77 KM (1.1 MI) PAST THE US ROUTE 33/36
 AJ2014'T-JUNCTION.
 AJ2014'THE STATION IS 19.90 M (65.27   FT) EAST OF THE EASTERN-MOST GATE
 AJ2014'POST,
 AJ2014'16.14 M (52.94 FT) SOUTH-SOUTHWEST OF THE EDGE OF PAVEMENT OF EAST
 AJ2014'BOUND LANE OF US ROUTE 33, 2.14 M (7.02 FT) NORTHEAST OF A WIRE FENCE
 AJ2014'LINE. THE STATION IS A BRASS UNION COUNTY GPS DISK STAMPED--TWP 9
 AJ2014'STATION 14-- SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AJ2014'MONUMENT WITH AN IMBEDDED REBAR. THE STATION IS RECESSED 5 CM.
 AJ2014'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2031 ***********************************************************************
 AJ2031  DESIGNATION -  9 14 AZ MK
 AJ2031  PID         -  AJ2031
 AJ2031  STATE/COUNTY-  OH/UNION
 AJ2031  USGS QUAD   -  MARYSVILLE (1973)
 AJ2031
 AJ2031                         *CURRENT SURVEY CONTROL
 AJ2031  ___________________________________________________________________
 AJ2031* NAD 83(1995)-  40 13 29.29485(N)    083 19 36.67119(W)     ADJUSTED  
 AJ2031* NAVD 88     -       299.6    (meters)     983.     (feet)  GPS OBS   
 AJ2031  ___________________________________________________________________
 AJ2031  X           -     566,713.048 (meters)                     COMP
 AJ2031  Y           -  -4,843,788.837 (meters)                     COMP
 AJ2031  Z           -   4,097,247.473 (meters)                     COMP
 AJ2031  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AJ2031  ELLIP HEIGHT-         266.01  (meters)          (10/07/05) GPS OBS
 AJ2031  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AJ2031
 AJ2031  HORZ ORDER  -  FIRST
 AJ2031  ELLP ORDER  -  THIRD     CLASS I
 AJ2031
 AJ2031.The horizontal coordinates were established by GPS observations
 AJ2031.and adjusted by the National Geodetic Survey in March 2001..
 AJ2031
 AJ2031.The orthometric height was determined by GPS observations and a
 AJ2031.high-resolution geoid model.
 AJ2031
 AJ2031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2031
 AJ2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2031
 AJ2031.The ellipsoidal height was determined by GPS observations
 AJ2031.and is referenced to NAD 83.
 AJ2031
 AJ2031.The geoid height was determined by GEOID03.
 AJ2031
 AJ2031;                    North         East     Units Scale Factor Converg.
 AJ2031;SPC OH N     -    62,313.864   529,621.698   MT  1.00004648   -0 32 35.5
 AJ2031;UTM  17      - 4,455,305.625   302,024.243   MT  1.00008251   -1 30 11.3
 AJ2031
 AJ2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2031!SPC OH N     -   0.99995827  x   1.00004648  =   1.00000475
 AJ2031!UTM  17      -   0.99995827  x   1.00008251  =   1.00004078
 AJ2031
 AJ2031:                Primary Azimuth Mark                     Grid Az
 AJ2031:SPC OH N     -  9 14                                     305 52 22.7
 AJ2031:UTM  17      -  9 14                                     306 49 58.5
 AJ2031
 AJ2031|---------------------------------------------------------------------|
 AJ2031| PID    Reference Object                     Distance      Geod. Az  |
 AJ2031|                                                           dddmmss.s |
 AJ2031| AJ2014 9 14                                451.079 METERS 3051947.2 |
 AJ2031|---------------------------------------------------------------------|
 AJ2031
 AJ2031                          SUPERSEDED SURVEY CONTROL
 AJ2031
 AJ2031  ELLIP H (03/16/01)  266.05   (m)                       GP(       ) 3 1
 AJ2031
 AJ2031.Superseded values are not recommended for survey control.
 AJ2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2031.See file dsdata.txt to determine how the superseded data were derived.
 AJ2031
 AJ2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0202455306(NAD 83)
 AJ2031_MARKER: DD = SURVEY DISK
 AJ2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2031_STAMPING: TWP 9 STATION 14-A
 AJ2031_MARK LOGO: WOOLPT
 AJ2031_PROJECTION: FLUSH
 AJ2031_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2031+STABILITY: SURFACE MOTION
 AJ2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2031+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2031
 AJ2031  HISTORY     - Date     Condition        Report By
 AJ2031  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2031
 AJ2031                          STATION DESCRIPTION
 AJ2031
 AJ2031'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2031'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF MARYSVILLE
 AJ2031'APPROXIMATELY 14.49 KM (9.0 MI) NORTHWEST OF PLAIN CITY AND 38.48
 AJ2031'KM (23.9 MI)  EAST-NORTHEAST OF URBANA.
 AJ2031'TO REACH THE  STATION FROM THE JUNCTION OF US ROUTES 36, 33, STATE
 AJ2031'ROUTE 4, AND THE HONDA PARKWAY ON THE WEST SIDE OF MARYSVILLE,
 AJ2031'PROCEED EAST ON US ROUTE 33 FOR 7.65 KM (4.75 MI) TO THE STATION  ON
 AJ2031'THE RIGHT,  APPROXIMATELY 2.25 KM (1.4 MI) PAST THE US ROUTE 33/36
 AJ2031'T-JUNCTION.
 AJ2031'THE STATION IS 48.78 M (160   FT) SOUTHEAST OF A BOX CULVERT, 15.24 M
 AJ2031'(50
 AJ2031'FT) NORTHEAST OF A WIRE FENCE LINE,  AND 10.67 M (35 FT) SOUTHWEST
 AJ2031'OF THE EDGE OF PAVEMENT OF THE EAST BOUND LANE OF US ROUTE 33.
 AJ2031'THE STATION IS A BRASS UNION COUNTY GPS DISK STAMPED --TWP 9
 AJ2031'STATION  14-A--  SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AJ2031'MONUMENT WITH AN IMBEDDED REBAR. THE STATION IS SET FLUSH WITH
 AJ2031'THE GROUND.
 AJ2031'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3400 ***********************************************************************
 AE3400  DESIGNATION -  9 2
 AE3400  PID         -  AE3400
 AE3400  STATE/COUNTY-  OH/UNION
 AE3400  USGS QUAD   -  MARYSVILLE (1973)
 AE3400
 AE3400                         *CURRENT SURVEY CONTROL
 AE3400  ___________________________________________________________________
 AE3400* NAD 83(1995)-  40 13 38.06390(N)    083 20 38.17199(W)     ADJUSTED  
 AE3400* NAVD 88     -       302.2    (meters)     991.     (feet)  GPS OBS   
 AE3400  ___________________________________________________________________
 AE3400  X           -     565,248.771 (meters)                     COMP
 AE3400  Y           -  -4,843,786.154 (meters)                     COMP
 AE3400  Z           -   4,097,455.746 (meters)                     COMP
 AE3400  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 AE3400  ELLIP HEIGHT-         268.73  (meters)          (10/07/05) GPS OBS
 AE3400  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AE3400
 AE3400  HORZ ORDER  -  FIRST
 AE3400  ELLP ORDER  -  THIRD     CLASS I
 AE3400
 AE3400.The horizontal coordinates were established by GPS observations
 AE3400.and adjusted by the National Geodetic Survey in October 1997..
 AE3400
 AE3400.The orthometric height was determined by GPS observations and a
 AE3400.high-resolution geoid model.
 AE3400
 AE3400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3400
 AE3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3400
 AE3400.The ellipsoidal height was determined by GPS observations
 AE3400.and is referenced to NAD 83.
 AE3400
 AE3400.The geoid height was determined by GEOID03.
 AE3400
 AE3400;                    North         East     Units Scale Factor Converg.
 AE3400;SPC OH N     -    62,598.266   528,170.279   MT  1.00004586   -0 33 15.9
 AE3400;UTM  17      - 4,455,614.314   300,577.734   MT  1.00008958   -1 30 51.3
 AE3400
 AE3400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3400!SPC OH N     -   0.99995785  x   1.00004586  =   1.00000370
 AE3400!UTM  17      -   0.99995785  x   1.00008958  =   1.00004742
 AE3400
 AE3400|---------------------------------------------------------------------|
 AE3400| PID    Reference Object                     Distance      Geod. Az  |
 AE3400|                                                           dddmmss.s |
 AE3400| AE3399 9 2 AZ MK                           342.926 METERS 31042     |
 AE3400|---------------------------------------------------------------------|
 AE3400
 AE3400                          SUPERSEDED SURVEY CONTROL
 AE3400
 AE3400  ELLIP H (10/02/97)  268.76   (m)                       GP(       ) 3 1
 AE3400
 AE3400.Superseded values are not recommended for survey control.
 AE3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3400.See file dsdata.txt to determine how the superseded data were derived.
 AE3400
 AE3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0057855614(NAD 83)
 AE3400_MARKER: DD = SURVEY DISK
 AE3400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3400_STAMPING: TWP 9 STATION 2
 AE3400_MARK LOGO: OH-159
 AE3400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3400+STABILITY: SURFACE MOTION
 AE3400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3400+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3400
 AE3400  HISTORY     - Date     Condition        Report By
 AE3400  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3400
 AE3400                          STATION DESCRIPTION
 AE3400
 AE3400'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3400'THE MONUMENT IS LOCATED IN THE CITY LIMITS OF MARYSVILLE.  OM THE
 AE3400'INTERSECTION/INTERCHANGE OF STATE HIGHWAYS 33,36 AND STATE HIGHWAYS
 AE3400'36E (DELAWARE AVE.) ON THE EAST SIDE OF MARYSVILLE, PROCEED SOUTHWEST
 AE3400'ON DELAWARE AVE FOR 1.0 KM (0.60 MI) TO THE INTERSECTION OF DELAWARE
 AE3400'AVE.  AND CHERRY ST., FIFTH ST.  AND COLUMBUS AVE.  (INDUSTRIAL PKWY)
 AE3400'.  TURN LEFT AND PROCEED SOUTHEAST ON COLUMBUS AVE.  FOR 1.3 KM (0.80
 AE3400'MI) TO THE INTERSECTION OF COLUMBUS AVE.  AND THE CONRAIL RAILROAD
 AE3400'LINE AND THE STATION IN THE NORTHEAST CORNER OF THE INTERSECTION.
 AE3400'MARKER IS 7.3 M (24.0 FT) NORTH EAST OF THE CENTERLINE OF COLUBUS
 AE3400'AVE., 9.4 M (30.8 FT) SOUTHEAST OF A POWERPOLE AND 5.8 M (19.0 FT)
 AE3400'WEST OF THE WEST RAIL OF THE TRACKS.  CONTROL POINT IS FLUSH WITH THE
 AE3400'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3399 ***********************************************************************
 AE3399  DESIGNATION -  9 2 AZ MK
 AE3399  PID         -  AE3399
 AE3399  STATE/COUNTY-  OH/UNION
 AE3399  USGS QUAD   -  MARYSVILLE (1973)
 AE3399
 AE3399                         *CURRENT SURVEY CONTROL
 AE3399  ___________________________________________________________________
 AE3399* NAD 83(1995)-  40 13 45.31379(N)    083 20 49.16915(W)     ADJUSTED  
 AE3399* NAVD 88     -       302.6    (meters)     993.     (feet)  GPS OBS   
 AE3399  ___________________________________________________________________
 AE3399  X           -     564,973.822 (meters)                     COMP
 AE3399  Y           -  -4,843,673.119 (meters)                     COMP
 AE3399  Z           -   4,097,626.725 (meters)                     COMP
 AE3399  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 AE3399  ELLIP HEIGHT-         269.11  (meters)          (10/07/05) GPS OBS
 AE3399  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AE3399
 AE3399  HORZ ORDER  -  FIRST
 AE3399  ELLP ORDER  -  THIRD     CLASS I
 AE3399
 AE3399.The horizontal coordinates were established by GPS observations
 AE3399.and adjusted by the National Geodetic Survey in October 1997..
 AE3399
 AE3399.The orthometric height was determined by GPS observations and a
 AE3399.high-resolution geoid model.
 AE3399
 AE3399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3399
 AE3399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3399
 AE3399.The ellipsoidal height was determined by GPS observations
 AE3399.and is referenced to NAD 83.
 AE3399
 AE3399.The geoid height was determined by GEOID03.
 AE3399
 AE3399;                    North         East     Units Scale Factor Converg.
 AE3399;SPC OH N     -    62,824.403   527,912.459   MT  1.00004535   -0 33 23.2
 AE3399;UTM  17      - 4,455,844.748   300,323.728   MT  1.00009083   -1 30 58.7
 AE3399
 AE3399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3399!SPC OH N     -   0.99995779  x   1.00004535  =   1.00000313
 AE3399!UTM  17      -   0.99995779  x   1.00009083  =   1.00004861
 AE3399
 AE3399|---------------------------------------------------------------------|
 AE3399| PID    Reference Object                     Distance      Geod. Az  |
 AE3399|                                                           dddmmss.s |
 AE3399| AE3400 9 2                                 342.926 METERS 13042     |
 AE3399|---------------------------------------------------------------------|
 AE3399
 AE3399                          SUPERSEDED SURVEY CONTROL
 AE3399
 AE3399  ELLIP H (10/02/97)  269.15   (m)                       GP(       ) 3 1
 AE3399
 AE3399.Superseded values are not recommended for survey control.
 AE3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3399.See file dsdata.txt to determine how the superseded data were derived.
 AE3399
 AE3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0032455845(NAD 83)
 AE3399_MARKER: DD = SURVEY DISK
 AE3399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3399_STAMPING: TWP 9 STATION 2A
 AE3399_MARK LOGO: OH-159
 AE3399_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3399+STABILITY: SURFACE MOTION
 AE3399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3399+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3399
 AE3399  HISTORY     - Date     Condition        Report By
 AE3399  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3399
 AE3399                          STATION DESCRIPTION
 AE3399
 AE3399'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3399'MONUMENT IS LOCATED IN THE CITY LIMITS OF MARYSVILLE.  FROM
 AE3399'INTERSECTION/INTERCHANGE OF STATE HIGHWAY 33,36 AND STATE HIGHWAY 36E
 AE3399'(DELAWARE AVE.) ON THE EAST SIDE OF MARYSVILLE, PROCEED SOUTHWEST ON
 AE3399'DELAWARE AVE.  FOR 1.0 KM (0.60 MI) TO THE INTERSECTION OF DELAWARE
 AE3399'AVE.  AND CHERRY ST, FIFTH ST.  AND COLUMBUS AVE.  (INDUSTRIAL PKWY) .
 AE3399'TURN LEFT AND PROCEED SOUTHEAST ON COLUMBUS AVE.  FOR 0.9 KM (0.55 MI)
 AE3399'TO CLYMER RD.  AND THE STATION ON THE LEFT IN GRASS AREA IN FRONT OF
 AE3399'MARATHON GAS, ACROSS FROM FORD AUTO DEALERSHIP.  MARKER IS 7.0 M (23.0
 AE3399'FT) NORTHEAST OF THE CENTERLINE OF COLUMBUS AVE., 9.4 M (30.8 FT)
 AE3399'NORTHWEST OF A POER POLE AND 10.0 M (32.8 FT) WEST OF THE SOUTHWEST
 AE3399'CORNER OF THE MARATHON GAS STRUCTURE.  MARKER IS FLUSH WITH THE
 AE3399'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3411 ***********************************************************************
 AE3411  DESIGNATION -  9 3
 AE3411  PID         -  AE3411
 AE3411  STATE/COUNTY-  OH/UNION
 AE3411  USGS QUAD   -  MARYSVILLE (1973)
 AE3411
 AE3411                         *CURRENT SURVEY CONTROL
 AE3411  ___________________________________________________________________
 AE3411* NAD 83(1995)-  40 14 21.51560(N)    083 20 35.66653(W)     ADJUSTED  
 AE3411* NAVD 88     -       300.4    (meters)     986.     (feet)  GPS OBS   
 AE3411  ___________________________________________________________________
 AE3411  X           -     565,207.086 (meters)                     COMP
 AE3411  Y           -  -4,842,917.974 (meters)                     COMP
 AE3411  Z           -   4,098,477.711 (meters)                     COMP
 AE3411  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AE3411  ELLIP HEIGHT-         266.81  (meters)          (10/07/05) GPS OBS
 AE3411  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AE3411
 AE3411  HORZ ORDER  -  FIRST
 AE3411  ELLP ORDER  -  THIRD     CLASS I
 AE3411
 AE3411.The horizontal coordinates were established by GPS observations
 AE3411.and adjusted by the National Geodetic Survey in October 1997..
 AE3411
 AE3411.The orthometric height was determined by GPS observations and a
 AE3411.high-resolution geoid model.
 AE3411
 AE3411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3411
 AE3411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3411
 AE3411.The ellipsoidal height was determined by GPS observations
 AE3411.and is referenced to NAD 83.
 AE3411
 AE3411.The geoid height was determined by GEOID03.
 AE3411
 AE3411;                    North         East     Units Scale Factor Converg.
 AE3411;SPC OH N     -    63,937.922   528,242.471   MT  1.00004282   -0 33 14.3
 AE3411;UTM  17      - 4,456,952.633   300,672.366   MT  1.00008912   -1 30 51.1
 AE3411
 AE3411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3411!SPC OH N     -   0.99995815  x   1.00004282  =   1.00000096
 AE3411!UTM  17      -   0.99995815  x   1.00008912  =   1.00004726
 AE3411
 AE3411|---------------------------------------------------------------------|
 AE3411| PID    Reference Object                     Distance      Geod. Az  |
 AE3411|                                                           dddmmss.s |
 AE3411| AE3401 9 3 AZ MK                           276.672 METERS 06747     |
 AE3411|---------------------------------------------------------------------|
 AE3411
 AE3411                          SUPERSEDED SURVEY CONTROL
 AE3411
 AE3411  ELLIP H (10/02/97)  266.85   (m)                       GP(       ) 3 1
 AE3411
 AE3411.Superseded values are not recommended for survey control.
 AE3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3411.See file dsdata.txt to determine how the superseded data were derived.
 AE3411
 AE3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0067256953(NAD 83)
 AE3411_MARKER: DD = SURVEY DISK
 AE3411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3411_STAMPING: TWP 9 STATION 3
 AE3411_MARK LOGO: OH-159
 AE3411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3411+STABILITY: SURFACE MOTION
 AE3411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3411+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3411
 AE3411  HISTORY     - Date     Condition        Report By
 AE3411  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3411
 AE3411                          STATION DESCRIPTION
 AE3411
 AE3411'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3411'THE MONUMENT IS LOCATED IN THE EASTERN CITY LIMMITS OF MARYSVILLE.
 AE3411'FROM THE INTERSECTION/INTERCHANGE OF STATE HIGHWAY 33,36 AND STATE
 AE3411'HIGHWAY 36E (DELAWARE AVE) , PROCEED EAST 0.13 KM (0.10 MI) TO THE
 AE3411'STATION ON THE RIGHT.  MARKER IS NORTH OF ROBY CHEVROLET DEALERSHIP,
 AE3411'6.9 M (22.6 FT) SOUTHEAST OF A TRAFFIC SIGNAL BOX AND 8.1 M (26.6 FT)
 AE3411'NORTHEAST OF THE SOUTH END OF A 15IN.  CULVERT PIPE. CONTROL POINT IS
 AE3411'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3401 ***********************************************************************
 AE3401  DESIGNATION -  9 3 AZ MK
 AE3401  PID         -  AE3401
 AE3401  STATE/COUNTY-  OH/UNION
 AE3401  USGS QUAD   -  MARYSVILLE (1973)
 AE3401
 AE3401                         *CURRENT SURVEY CONTROL
 AE3401  ___________________________________________________________________
 AE3401* NAD 83(1995)-  40 14 24.90623(N)    083 20 24.83010(W)     ADJUSTED  
 AE3401* NAVD 88     -       300.6    (meters)     986.     (feet)  GPS OBS   
 AE3401  ___________________________________________________________________
 AE3401  X           -     565,453.701 (meters)                     COMP
 AE3401  Y           -  -4,842,821.350 (meters)                     COMP
 AE3401  Z           -   4,098,557.701 (meters)                     COMP
 AE3401  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AE3401  ELLIP HEIGHT-         267.05  (meters)          (10/07/05) GPS OBS
 AE3401  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AE3401
 AE3401  HORZ ORDER  -  FIRST
 AE3401  ELLP ORDER  -  THIRD     CLASS I
 AE3401
 AE3401.The horizontal coordinates were established by GPS observations
 AE3401.and adjusted by the National Geodetic Survey in October 1997..
 AE3401
 AE3401.The orthometric height was determined by GPS observations and a
 AE3401.high-resolution geoid model.
 AE3401
 AE3401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3401
 AE3401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3401
 AE3401.The ellipsoidal height was determined by GPS observations
 AE3401.and is referenced to NAD 83.
 AE3401
 AE3401.The geoid height was determined by GEOID03.
 AE3401
 AE3401;                    North         East     Units Scale Factor Converg.
 AE3401;SPC OH N     -    64,040.031   528,499.623   MT  1.00004259   -0 33 07.2
 AE3401;UTM  17      - 4,457,050.422   300,931.205   MT  1.00008785   -1 30 44.2
 AE3401
 AE3401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3401!SPC OH N     -   0.99995811  x   1.00004259  =   1.00000070
 AE3401!UTM  17      -   0.99995811  x   1.00008785  =   1.00004595
 AE3401
 AE3401|---------------------------------------------------------------------|
 AE3401| PID    Reference Object                     Distance      Geod. Az  |
 AE3401|                                                           dddmmss.s |
 AE3401| AE3411 9 3                                 276.672 METERS 24747     |
 AE3401|---------------------------------------------------------------------|
 AE3401
 AE3401                          SUPERSEDED SURVEY CONTROL
 AE3401
 AE3401  ELLIP H (10/02/97)  267.09   (m)                       GP(       ) 3 1
 AE3401
 AE3401.Superseded values are not recommended for survey control.
 AE3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3401.See file dsdata.txt to determine how the superseded data were derived.
 AE3401
 AE3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0093157050(NAD 83)
 AE3401_MARKER: DD = SURVEY DISK
 AE3401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3401_STAMPING: TWP 9 STATION 3A
 AE3401_MARK LOGO: OH-159
 AE3401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3401+STABILITY: SURFACE MOTION
 AE3401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3401+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3401
 AE3401  HISTORY     - Date     Condition        Report By
 AE3401  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3401
 AE3401                          STATION DESCRIPTION
 AE3401
 AE3401'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3401'THE MONUMENT IS LOCATED IN THE EASTERN CITY LIMITS OF MARYSVILLE. FROM
 AE3401'THE INTERSECTION/INTERCHANGE OF STATE HIGHWAYS 33,36 AND STATE HIGHWAY
 AE3401'36E (DELAWARE AVE.) , PROCEED EAST 0.4 KM (0.25 MI) TO THE STATION ON
 AE3401'THE RIGHT.  MARKER IS 42.7 M (140.1 FT) EAST OF AN ENTRANCE TO THE
 AE3401'EAST POINT PLAZA AND WEST OF WENDYS RESTAURANT,6.1 M SOUTH OF THE EDGE
 AE3401'OF PAVEMENT FOR EAST BOUND DELAWARE AVE.  AND 9.4 M (30.8 FT) WEST OF
 AE3401'SIGN FOR UNDIVIDED HIGHWAY AHEAD.  CONTROL POINT IS FLUSH WITH THE
 AE3401'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3387 ***********************************************************************
 AE3387  DESIGNATION -  9 4
 AE3387  PID         -  AE3387
 AE3387  STATE/COUNTY-  OH/UNION
 AE3387  USGS QUAD   -  MAGNETIC SPRINGS (1984)
 AE3387
 AE3387                         *CURRENT SURVEY CONTROL
 AE3387  ___________________________________________________________________
 AE3387* NAD 83(1995)-  40 15 50.65236(N)    083 21 49.20731(W)     ADJUSTED  
 AE3387* NAVD 88     -       301.5    (meters)     989.     (feet)  GPS OBS   
 AE3387  ___________________________________________________________________
 AE3387  X           -     563,275.152 (meters)                     COMP
 AE3387  Y           -  -4,841,355.280 (meters)                     COMP
 AE3387  Z           -   4,100,576.794 (meters)                     COMP
 AE3387  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AE3387  ELLIP HEIGHT-         267.81  (meters)          (10/07/05) GPS OBS
 AE3387  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AE3387
 AE3387  HORZ ORDER  -  FIRST
 AE3387  ELLP ORDER  -  THIRD     CLASS I
 AE3387
 AE3387.The horizontal coordinates were established by GPS observations
 AE3387.and adjusted by the National Geodetic Survey in March 2001..
 AE3387
 AE3387.The orthometric height was determined by GPS observations and a
 AE3387.high-resolution geoid model.
 AE3387
 AE3387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3387
 AE3387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3387
 AE3387.The ellipsoidal height was determined by GPS observations
 AE3387.and is referenced to NAD 83.
 AE3387
 AE3387.The geoid height was determined by GEOID03.
 AE3387
 AE3387;                    North         East     Units Scale Factor Converg.
 AE3387;SPC OH N     -    66,704.269   526,531.386   MT  1.00003673   -0 34 02.6
 AE3387;UTM  17      - 4,459,747.423   299,007.805   MT  1.00009732   -1 31 41.4
 AE3387
 AE3387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3387!SPC OH N     -   0.99995799  x   1.00003673  =   0.99999472
 AE3387!UTM  17      -   0.99995799  x   1.00009732  =   1.00005531
 AE3387
 AE3387:                Primary Azimuth Mark                     Grid Az
 AE3387:SPC OH N     -  9 11 AZ MK                               201 25 57.4
 AE3387:UTM  17      -  9 11 AZ MK                               202 23 36.2
 AE3387
 AE3387|---------------------------------------------------------------------|
 AE3387| PID    Reference Object                     Distance      Geod. Az  |
 AE3387|                                                           dddmmss.s |
 AE3387| AJ2028 9 11 AZ MK                          APPROX. 0.5 KM 2005154.8 |
 AE3387|---------------------------------------------------------------------|
 AE3387
 AE3387                          SUPERSEDED SURVEY CONTROL
 AE3387
 AE3387  ELLIP H (03/16/01)  267.84   (m)                       GP(       ) 3 1
 AE3387  NAD 83(1995)-  40 15 50.65300(N)    083 21 49.20811(W) AD(       ) 1
 AE3387  ELLIP H (10/02/97)  267.84   (m)                       GP(       ) 3 1
 AE3387
 AE3387.Superseded values are not recommended for survey control.
 AE3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3387.See file dsdata.txt to determine how the superseded data were derived.
 AE3387
 AE3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9900859747(NAD 83)
 AE3387_MARKER: DD = SURVEY DISK
 AE3387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3387_STAMPING: TWP 9 STATION 4
 AE3387_MARK LOGO: OH-159
 AE3387_PROJECTION: FLUSH
 AE3387_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3387+STABILITY: SURFACE MOTION
 AE3387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3387+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AE3387
 AE3387  HISTORY     - Date     Condition        Report By
 AE3387  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3387  HISTORY     - 20000705 GOOD             WOOLPT
 AE3387
 AE3387                          STATION DESCRIPTION
 AE3387
 AE3387'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3387'3.2 KM (2.00 MI) NORTH OF MARYSVILLE.  FROM THE
 AE3387'INTERSECTION/INTERCHANGE OF STATE HIGHWAYS 33,36 AND STATE ROUTE 4 IN
 AE3387'MARYSVILLE PROCEED NORTHERLY ON STATE ROUTE 4 FOR 1.1 KM (0.70 MI) TO
 AE3387'THE STATION ON THE LEFT.  THE MARKER IS 10.8 M (35.4 FT) WEST OF THE
 AE3387'CENTERLINE OF STATE ROUTE 4, 16.5 M (54.1 FT) NORTHWEST OF THE
 AE3387'CENTERLINE INTERSECTION OF S.R.  4 AND COUNTY RD.  132 (COUNTY HOME
 AE3387'ROAD) AND 16.8 M (55.1 FT) NORTH OF THE EXTENDED CENTERLINE OF CO.RD.
 AE3387'132.  CONTROL POINT IS FLUSH WITH THE GROUND.
 AE3387
 AE3387                          STATION RECOVERY (2000)
 AE3387
 AE3387'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (TEM)
 AE3387'RECOVERED AS DECRIBED.
 AE3387' 
 AE3387'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3398 ***********************************************************************
 AE3398  DESIGNATION -  9 4 AZ MK
 AE3398  PID         -  AE3398
 AE3398  STATE/COUNTY-  OH/UNION
 AE3398  USGS QUAD   -  MAGNETIC SPRINGS (1984)
 AE3398
 AE3398                         *CURRENT SURVEY CONTROL
 AE3398  ___________________________________________________________________
 AE3398* NAD 83(1995)-  40 16 02.67972(N)    083 21 39.50637(W)     ADJUSTED  
 AE3398* NAVD 88     -       299.5    (meters)     983.     (feet)  GPS OBS   
 AE3398  ___________________________________________________________________
 AE3398  X           -     563,474.959 (meters)                     COMP
 AE3398  Y           -  -4,841,089.174 (meters)                     COMP
 AE3398  Z           -   4,100,858.660 (meters)                     COMP
 AE3398  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AE3398  ELLIP HEIGHT-         265.92  (meters)          (10/07/05) GPS OBS
 AE3398  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 AE3398
 AE3398  HORZ ORDER  -  FIRST
 AE3398  ELLP ORDER  -  THIRD     CLASS I
 AE3398
 AE3398.The horizontal coordinates were established by GPS observations
 AE3398.and adjusted by the National Geodetic Survey in October 1997..
 AE3398
 AE3398.The orthometric height was determined by GPS observations and a
 AE3398.high-resolution geoid model.
 AE3398
 AE3398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3398
 AE3398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3398
 AE3398.The ellipsoidal height was determined by GPS observations
 AE3398.and is referenced to NAD 83.
 AE3398
 AE3398.The geoid height was determined by GEOID03.
 AE3398
 AE3398;                    North         East     Units Scale Factor Converg.
 AE3398;SPC OH N     -    67,072.974   526,764.268   MT  1.00003592   -0 33 56.2
 AE3398;UTM  17      - 4,460,112.194   299,246.852   MT  1.00009613   -1 31 35.5
 AE3398
 AE3398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3398!SPC OH N     -   0.99995829  x   1.00003592  =   0.99999420
 AE3398!UTM  17      -   0.99995829  x   1.00009613  =   1.00005441
 AE3398
 AE3398:                Primary Azimuth Mark                     Grid Az
 AE3398:SPC OH N     -  9 4                                      212 16 38.4
 AE3398:UTM  17      -  9 4                                      213 14 17.7
 AE3398
 AE3398|---------------------------------------------------------------------|
 AE3398| PID    Reference Object                     Distance      Geod. Az  |
 AE3398|                                                           dddmmss.s |
 AE3398| AE3387 9 4                                 436.078 METERS 2114242.2 |
 AE3398|---------------------------------------------------------------------|
 AE3398
 AE3398                          SUPERSEDED SURVEY CONTROL
 AE3398
 AE3398  ELLIP H (10/02/97)  265.93   (m)                       GP(       ) 3 1
 AE3398
 AE3398.Superseded values are not recommended for survey control.
 AE3398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3398.See file dsdata.txt to determine how the superseded data were derived.
 AE3398
 AE3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9924760112(NAD 83)
 AE3398_MARKER: DD = SURVEY DISK
 AE3398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3398_STAMPING: TWP 9 STATION 4A
 AE3398_MARK LOGO: OH-159
 AE3398_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3398+STABILITY: SURFACE MOTION
 AE3398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3398+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3398
 AE3398  HISTORY     - Date     Condition        Report By
 AE3398  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3398
 AE3398                          STATION DESCRIPTION
 AE3398
 AE3398'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3398'3.2 KM (2.00 MI) NORTH OF MARYSVILLE.  FROM THE
 AE3398'INTERSECTION/INTERCHANGE OF STATE HIGHWAY 33,36 AND STATE ROUTE 4 IN
 AE3398'MARYSVILLE, PROCEED NORTHERY ON STATE ROUTE 4 FOR 1.4 KM (0.85 MI) TO
 AE3398'THE STATION ON THE RIGHT.  MARKER IS 12.8 M (42.0 FT) EAST OF STATE
 AE3398'ROUTE 4, 64.0 M (210.0 FT) NORTHEAST OF THE CENTERLINE INTERSECTION OF
 AE3398'STATE ROUTE 4 AND A DRIVE TO FARM RESIDENCE NO.  18250 AND 5.2 M (17.1
 AE3398'FT) WEST OF A FENCE.  CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3395 ***********************************************************************
 AE3395  DESIGNATION -  9 5
 AE3395  PID         -  AE3395
 AE3395  STATE/COUNTY-  OH/UNION
 AE3395  USGS QUAD   -  MILFORD CENTER (1980)
 AE3395
 AE3395                         *CURRENT SURVEY CONTROL
 AE3395  ___________________________________________________________________
 AE3395* NAD 83(1995)-  40 14 26.38499(N)    083 24 44.71228(W)     ADJUSTED  
 AE3395* NAVD 88     -       317.6    (meters)    1042.     (feet)  GPS OBS   
 AE3395  ___________________________________________________________________
 AE3395  X           -     559,349.674 (meters)                     COMP
 AE3395  Y           -  -4,843,513.543 (meters)                     COMP
 AE3395  Z           -   4,098,603.482 (meters)                     COMP
 AE3395  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AE3395  ELLIP HEIGHT-         284.02  (meters)          (10/07/05) GPS OBS
 AE3395  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 AE3395
 AE3395  HORZ ORDER  -  FIRST
 AE3395  ELLP ORDER  -  THIRD     CLASS I
 AE3395
 AE3395.The horizontal coordinates were established by GPS observations
 AE3395.and adjusted by the National Geodetic Survey in October 1997..
 AE3395
 AE3395.The orthometric height was determined by GPS observations and a
 AE3395.high-resolution geoid model.
 AE3395
 AE3395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3395
 AE3395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3395
 AE3395.The ellipsoidal height was determined by GPS observations
 AE3395.and is referenced to NAD 83.
 AE3395
 AE3395.The geoid height was determined by GEOID03.
 AE3395
 AE3395;                    North         East     Units Scale Factor Converg.
 AE3395;SPC OH N     -    64,147.366   522,357.269   MT  1.00004249   -0 35 57.9
 AE3395;UTM  17      - 4,457,260.658   294,791.140   MT  1.00011841   -1 33 32.3
 AE3395
 AE3395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3395!SPC OH N     -   0.99995545  x   1.00004249  =   0.99999793
 AE3395!UTM  17      -   0.99995545  x   1.00011841  =   1.00007385
 AE3395
 AE3395|---------------------------------------------------------------------|
 AE3395| PID    Reference Object                     Distance      Geod. Az  |
 AE3395|                                                           dddmmss.s |
 AE3395| AE3380 9 5 AZ MK                           355.679 METERS 29445     |
 AE3395|---------------------------------------------------------------------|
 AE3395
 AE3395                          SUPERSEDED SURVEY CONTROL
 AE3395
 AE3395  ELLIP H (10/02/97)  284.04   (m)                       GP(       ) 3 1
 AE3395
 AE3395.Superseded values are not recommended for survey control.
 AE3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3395.See file dsdata.txt to determine how the superseded data were derived.
 AE3395
 AE3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9479157261(NAD 83)
 AE3395_MARKER: DD = SURVEY DISK
 AE3395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3395_STAMPING: TWP 9 STATION 5
 AE3395_MARK LOGO: OH-159
 AE3395_PROJECTION: FLUSH
 AE3395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3395+STABILITY: SURFACE MOTION
 AE3395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3395+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AE3395
 AE3395  HISTORY     - Date     Condition        Report By
 AE3395  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3395  HISTORY     - 20000705 GOOD             WOOLPT
 AE3395
 AE3395                          STATION DESCRIPTION
 AE3395
 AE3395'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3395'MONUMENT LOCATED ON THE NORTHEAST EDGE OF MARYSVILLE.  FROM THE
 AE3395'INTERSECTION OF STATE HIGHWAYS 33,36,4 AND COUNTY RD.  133 (NORTHWEST
 AE3395'PKWY.) PROCEED SOUTHWEST ON STATE HIGHWAY 33 1.2 KM (0.75 MI) TO THE
 AE3395'OVERPASS OVER STATE HIGHWAY 245.  PROCEED WESTERLY ON STATE HIGHWAY 33
 AE3395'0.5 KM (0.30 MI) TO THE STATION ON THE RIGHT.  MARKER IS 22.9 M (75.1
 AE3395'FT) NORTHWEST OF GRASS POINT FORMED BY THE ON RAMP FROM STATE HIGHWAY
 AE3395'245 AND WEST BOUND STATE HIGHWAY 33, 11.0 M (36.1 FT) NORTHEAST OF THE
 AE3395'EDGE OF WEST BOUND STATE HIGHWAY 33 AND 7.5 M (24.6 FT) SOUTHWEST OF
 AE3395'THE RIGHT OF WAY FENCE.  CONTROL POINT IS FLUSH WITH THE GROUND.
 AE3395
 AE3395                          STATION RECOVERY (2000)
 AE3395
 AE3395'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (TEM)
 AE3395'RECOVERED AS DECRIBED.
 AE3395'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3380 ***********************************************************************
 AE3380  DESIGNATION -  9 5 AZ MK
 AE3380  PID         -  AE3380
 AE3380  STATE/COUNTY-  OH/UNION
 AE3380  USGS QUAD   -  MILFORD CENTER (1980)
 AE3380
 AE3380                         *CURRENT SURVEY CONTROL
 AE3380  ___________________________________________________________________
 AE3380* NAD 83(1995)-  40 14 31.21309(N)    083 24 58.37754(W)     ADJUSTED  
 AE3380* NAVD 88     -       317.6    (meters)    1042.     (feet)  GPS OBS   
 AE3380  ___________________________________________________________________
 AE3380  X           -     559,017.758 (meters)                     COMP
 AE3380  Y           -  -4,843,455.047 (meters)                     COMP
 AE3380  Z           -   4,098,717.188 (meters)                     COMP
 AE3380  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AE3380  ELLIP HEIGHT-         284.06  (meters)          (10/07/05) GPS OBS
 AE3380  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 AE3380
 AE3380  HORZ ORDER  -  FIRST
 AE3380  ELLP ORDER  -  THIRD     CLASS I
 AE3380
 AE3380.The horizontal coordinates were established by GPS observations
 AE3380.and adjusted by the National Geodetic Survey in October 1997..
 AE3380
 AE3380.The orthometric height was determined by GPS observations and a
 AE3380.high-resolution geoid model.
 AE3380
 AE3380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3380
 AE3380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3380
 AE3380.The ellipsoidal height was determined by GPS observations
 AE3380.and is referenced to NAD 83.
 AE3380
 AE3380.The geoid height was determined by GEOID03.
 AE3380
 AE3380;                    North         East     Units Scale Factor Converg.
 AE3380;SPC OH N     -    64,299.670   522,035.831   MT  1.00004215   -0 36 06.9
 AE3380;UTM  17      - 4,457,418.335   294,472.273   MT  1.00012002   -1 33 41.3
 AE3380
 AE3380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3380!SPC OH N     -   0.99995544  x   1.00004215  =   0.99999759
 AE3380!UTM  17      -   0.99995544  x   1.00012002  =   1.00007546
 AE3380
 AE3380|---------------------------------------------------------------------|
 AE3380| PID    Reference Object                     Distance      Geod. Az  |
 AE3380|                                                           dddmmss.s |
 AE3380| AE3395 9 5                                 355.679 METERS 11445     |
 AE3380|---------------------------------------------------------------------|
 AE3380
 AE3380                          SUPERSEDED SURVEY CONTROL
 AE3380
 AE3380  ELLIP H (10/02/97)  284.08   (m)                       GP(       ) 3 1
 AE3380
 AE3380.Superseded values are not recommended for survey control.
 AE3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3380.See file dsdata.txt to determine how the superseded data were derived.
 AE3380
 AE3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9447257418(NAD 83)
 AE3380_MARKER: DD = SURVEY DISK
 AE3380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3380_STAMPING: TWP 9 STATION 5A
 AE3380_MARK LOGO: OH-159
 AE3380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3380+STABILITY: SURFACE MOTION
 AE3380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3380+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3380
 AE3380  HISTORY     - Date     Condition        Report By
 AE3380  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3380
 AE3380                          STATION DESCRIPTION
 AE3380
 AE3380'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3380'MONUMENT LOCATED ON THE NORTHEAST EDGE OF MARYSVILLE.  FROM THE
 AE3380'INTERSECTION OF STATE HIGHWAYS 33,36,4 AND CO.  133 (NORTHWEST PKWY)
 AE3380'PROCEED SOUTHWEST ON STATE HIGHWAY 33 1.2 KM (0.75 MI) TO THE OVERPASS
 AE3380'OVER STATE HIGHWAY 235.  PROCEED WESTERLY ON 33 0.8 KM (0.50 MI) TO
 AE3380'THE STATION IN THE SOUTHERN RIGHT OF WAY OF EAST BOUND STATE HIGHWAY
 AE3380'33.  MARKER IS 13.1 M (43.0 FT) SOUTH OF THE EDGE OF PAVEMENT FOR EAST
 AE3380'BOUND 33, 33.5 M (109.9 FT) EAST OF TREELINE AND 1.2 M (3.9 FT) NORTH
 AE3380'OF RIGHT OF WAY FENCE.  CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3394 ***********************************************************************
 AE3394  DESIGNATION -  9 6
 AE3394  PID         -  AE3394
 AE3394  STATE/COUNTY-  OH/UNION
 AE3394  USGS QUAD   -  MILFORD CENTER (1980)
 AE3394
 AE3394                         *CURRENT SURVEY CONTROL
 AE3394  ___________________________________________________________________
 AE3394* NAD 83(1995)-  40 12 37.08531(N)    083 23 51.96849(W)     ADJUSTED  
 AE3394* NAVD 88     -       312.1    (meters)    1024.     (feet)  GPS OBS   
 AE3394  ___________________________________________________________________
 AE3394  X           -     560,838.040 (meters)                     COMP
 AE3394  Y           -  -4,845,529.041 (meters)                     COMP
 AE3394  Z           -   4,096,025.877 (meters)                     COMP
 AE3394  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AE3394  ELLIP HEIGHT-         278.59  (meters)          (10/07/05) GPS OBS
 AE3394  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AE3394
 AE3394  HORZ ORDER  -  FIRST
 AE3394  ELLP ORDER  -  THIRD     CLASS I
 AE3394
 AE3394.The horizontal coordinates were established by GPS observations
 AE3394.and adjusted by the National Geodetic Survey in October 1997..
 AE3394
 AE3394.The orthometric height was determined by GPS observations and a
 AE3394.high-resolution geoid model.
 AE3394
 AE3394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3394
 AE3394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3394
 AE3394.The ellipsoidal height was determined by GPS observations
 AE3394.and is referenced to NAD 83.
 AE3394
 AE3394.The geoid height was determined by GEOID03.
 AE3394
 AE3394;                    North         East     Units Scale Factor Converg.
 AE3394;SPC OH N     -    60,763.194   523,569.257   MT  1.00005020   -0 35 23.2
 AE3394;UTM  17      - 4,453,856.436   295,946.389   MT  1.00011259   -1 32 54.7
 AE3394
 AE3394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3394!SPC OH N     -   0.99995630  x   1.00005020  =   1.00000650
 AE3394!UTM  17      -   0.99995630  x   1.00011259  =   1.00006888
 AE3394
 AE3394|---------------------------------------------------------------------|
 AE3394| PID    Reference Object                     Distance      Geod. Az  |
 AE3394|                                                           dddmmss.s |
 AE3394| AE3385 9 6 AZ MK                           275.258 METERS 30223     |
 AE3394|---------------------------------------------------------------------|
 AE3394
 AE3394                          SUPERSEDED SURVEY CONTROL
 AE3394
 AE3394  ELLIP H (10/02/97)  278.63   (m)                       GP(       ) 3 1
 AE3394
 AE3394.Superseded values are not recommended for survey control.
 AE3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3394.See file dsdata.txt to determine how the superseded data were derived.
 AE3394
 AE3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9594653856(NAD 83)
 AE3394_MARKER: DD = SURVEY DISK
 AE3394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3394_STAMPING: TWP 9 STATION 6
 AE3394_MARK LOGO: OH-159
 AE3394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3394+STABILITY: SURFACE MOTION
 AE3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3394+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3394
 AE3394  HISTORY     - Date     Condition        Report By
 AE3394  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3394
 AE3394                          STATION DESCRIPTION
 AE3394
 AE3394'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3394'IN THE SOUTHWEST CORNER OF THE CITY LIMITS OF MARYSVILLE.  FROM THE
 AE3394'INTERSECTION/INTERCHANGE OF STATE HIGHWAY 33 AND STATE HIGHWAYS 36,4,
 AE3394'PROCEED SOUTH ON HIGHWAYS 36,4 TO 3.2 KM (2.00 MI) TO THE INTERSECTION
 AE3394'OF STATE HIGHWAYS 36,4 AND PAYNE, MILFORD ROADS AND THE STATION IN THE
 AE3394'SOUTHWEST CORNER OF THE INTERSECTION.  MARKER IS 15.2 M (49.9 FT)
 AE3394'SOUTH OF THE EDGE OF PAYNE RD., 18.3 M (60.0 FT) WEST OF THE EDGE OF
 AE3394'STATE HIGHWAYS 36,4 AND 0.9 M (3.0 FT) NORTHEAST OF THE CORNER OF A
 AE3394'FENCE POST.  CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3385 ***********************************************************************
 AE3385  DESIGNATION -  9 6 AZ MK
 AE3385  PID         -  AE3385
 AE3385  STATE/COUNTY-  OH/UNION
 AE3385  USGS QUAD   -  MILFORD CENTER (1980)
 AE3385
 AE3385                         *CURRENT SURVEY CONTROL
 AE3385  ___________________________________________________________________
 AE3385* NAD 83(1995)-  40 12 41.86536(N)    083 24 01.79804(W)     ADJUSTED  
 AE3385* NAVD 88     -       313.7    (meters)    1029.     (feet)  GPS OBS   
 AE3385  ___________________________________________________________________
 AE3385  X           -     560,596.334 (meters)                     COMP
 AE3385  Y           -  -4,845,462.486 (meters)                     COMP
 AE3385  Z           -   4,096,139.566 (meters)                     COMP
 AE3385  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AE3385  ELLIP HEIGHT-         280.28  (meters)          (10/07/05) GPS OBS
 AE3385  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AE3385
 AE3385  HORZ ORDER  -  FIRST
 AE3385  ELLP ORDER  -  THIRD     CLASS I
 AE3385
 AE3385.The horizontal coordinates were established by GPS observations
 AE3385.and adjusted by the National Geodetic Survey in October 1997..
 AE3385
 AE3385.The orthometric height was determined by GPS observations and a
 AE3385.high-resolution geoid model.
 AE3385
 AE3385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3385
 AE3385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3385
 AE3385.The ellipsoidal height was determined by GPS observations
 AE3385.and is referenced to NAD 83.
 AE3385
 AE3385.The geoid height was determined by GEOID03.
 AE3385
 AE3385;                    North         East     Units Scale Factor Converg.
 AE3385;SPC OH N     -    60,913.026   523,338.335   MT  1.00004985   -0 35 29.7
 AE3385;UTM  17      - 4,454,010.121   295,717.992   MT  1.00011374   -1 33 01.2
 AE3385
 AE3385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3385!SPC OH N     -   0.99995603  x   1.00004985  =   1.00000588
 AE3385!UTM  17      -   0.99995603  x   1.00011374  =   1.00006977
 AE3385
 AE3385|---------------------------------------------------------------------|
 AE3385| PID    Reference Object                     Distance      Geod. Az  |
 AE3385|                                                           dddmmss.s |
 AE3385| AE3394 9 6                                 275.258 METERS 12223     |
 AE3385|---------------------------------------------------------------------|
 AE3385
 AE3385                          SUPERSEDED SURVEY CONTROL
 AE3385
 AE3385  ELLIP H (10/02/97)  280.31   (m)                       GP(       ) 3 1
 AE3385
 AE3385.Superseded values are not recommended for survey control.
 AE3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3385.See file dsdata.txt to determine how the superseded data were derived.
 AE3385
 AE3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9571854010(NAD 83)
 AE3385_MARKER: DD = SURVEY DISK
 AE3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3385_STAMPING: TWP 9 STATION 6A
 AE3385_MARK LOGO: OH-159
 AE3385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3385+STABILITY: SURFACE MOTION
 AE3385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3385+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3385
 AE3385  HISTORY     - Date     Condition        Report By
 AE3385  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3385
 AE3385                          STATION DESCRIPTION
 AE3385
 AE3385'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3385'IN THE SOUTH WEST CORNER OF THE CITY LIMITS OF MARYSVILLE.  FORM THE
 AE3385'INTERSECTION/INTERCHANGE OF STATE HIGHWAY 33 AND STATE HIGHWAYS 36,4
 AE3385'PROCEED SOUTH ON HIGHWAYS 36,4 FOR 3.2 KM (2.00 MI) TO THE
 AE3385'INTERSECTION OF STATE HIGHWAYS 36,4 AND PAYNE, MILFORD ROADS.  TURN
 AE3385'RIGHT AND PROCEED NORTHEAST ON PAYNE ROAD FOR 0.32 KM (0.20 MI) TO THE
 AE3385'STATION ON THE LEFT.  MARKER IS NORTH OF DRIVE TO RESIDENCE NO. 14588,
 AE3385'7.3 M (24.0 FT) SOUTHWEST OF THE CENTERLINE OF PAYNE RD., 3.7 M (12.1
 AE3385'FT) SOUTH OF A 40 MPH SPEED LIMIT SIGN AND 0.6 M (2.0 FT) SOTHEAST OF
 AE3385'A FENCE CORNER.  CONTROL POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3405 ***********************************************************************
 AE3405  DESIGNATION -  9 7
 AE3405  PID         -  AE3405
 AE3405  STATE/COUNTY-  OH/UNION
 AE3405  USGS QUAD   -  MARYSVILLE (1973)
 AE3405
 AE3405                         *CURRENT SURVEY CONTROL
 AE3405  ___________________________________________________________________
 AE3405* NAD 83(1995)-  40 13 09.76546(N)    083 21 26.53301(W)     ADJUSTED  
 AE3405* NAVD 88     -       305.4    (meters)    1002.     (feet)  GPS OBS   
 AE3405  ___________________________________________________________________
 AE3405  X           -     564,178.564 (meters)                     COMP
 AE3405  Y           -  -4,844,480.870 (meters)                     COMP
 AE3405  Z           -   4,096,791.341 (meters)                     COMP
 AE3405  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AE3405  ELLIP HEIGHT-         271.93  (meters)          (10/07/05) GPS OBS
 AE3405  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AE3405
 AE3405  HORZ ORDER  -  FIRST
 AE3405  ELLP ORDER  -  THIRD     CLASS I
 AE3405
 AE3405.The horizontal coordinates were established by GPS observations
 AE3405.and adjusted by the National Geodetic Survey in October 1997..
 AE3405
 AE3405.The orthometric height was determined by GPS observations and a
 AE3405.high-resolution geoid model.
 AE3405
 AE3405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3405
 AE3405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3405
 AE3405.The ellipsoidal height was determined by GPS observations
 AE3405.and is referenced to NAD 83.
 AE3405
 AE3405.The geoid height was determined by GEOID03.
 AE3405
 AE3405;                    North         East     Units Scale Factor Converg.
 AE3405;SPC OH N     -    61,736.578   527,018.363   MT  1.00004786   -0 33 47.7
 AE3405;UTM  17      - 4,454,772.001   299,411.495   MT  1.00009533   -1 31 21.7
 AE3405
 AE3405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3405!SPC OH N     -   0.99995734  x   1.00004786  =   1.00000520
 AE3405!UTM  17      -   0.99995734  x   1.00009533  =   1.00005267
 AE3405
 AE3405|---------------------------------------------------------------------|
 AE3405| PID    Reference Object                     Distance      Geod. Az  |
 AE3405|                                                           dddmmss.s |
 AE3405| AE3410 9 7 AZ MK                           289.186 METERS 15508     |
 AE3405|---------------------------------------------------------------------|
 AE3405
 AE3405                          SUPERSEDED SURVEY CONTROL
 AE3405
 AE3405  ELLIP H (10/02/97)  271.97   (m)                       GP(       ) 3 1
 AE3405
 AE3405.Superseded values are not recommended for survey control.
 AE3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3405.See file dsdata.txt to determine how the superseded data were derived.
 AE3405
 AE3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9941154772(NAD 83)
 AE3405_MARKER: DD = SURVEY DISK
 AE3405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3405_STAMPING: TWP 9 STATION 7
 AE3405_MARK LOGO: OH-159
 AE3405_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3405+STABILITY: SURFACE MOTION
 AE3405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3405+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3405
 AE3405  HISTORY     - Date     Condition        Report By
 AE3405  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3405
 AE3405                          STATION DESCRIPTION
 AE3405
 AE3405'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3405'THE MONUMENT IS LOCATED IN THE SOUTH CITY LIMITS OF MARYSVILLE.  FROM
 AE3405'THE CITY HALL AND POLICE STATION IN MARYSVILLE, PROCEED EAST ON SIXTH
 AE3405'ST.  FOR 4 BLOCKS TO THE INTERSECTION OF SIXTH ST.  AND CHESTNUT ST.
 AE3405'TURN RIGHT AND PROCEED SOUTH ON CHESTNUT ST.  FOR 1.5 KM (0.95 MI)
 AE3405'(JUST OUTSIDE THE CITY LIMIT) TO THE STATION ON THE LEFT.  MARKER IS
 AE3405'8.8 M (28.9 FT) EAST OF THE CENTERLINE OF CHESTNUT ST.  (WEAVER RD.) ,
 AE3405'146 M (479.0 FT) NORTHEAST OF THE CENTERLINE INTERSECTION OF WEAVER
 AE3405'RD.  AND A DRIVE TO EAST TO FARM RESIDENCE NO.  14710 AND 0.7 M (2.3
 AE3405'FT) NORTHWEST OF A FENCE CORNER.  CONTROL POINT IS FLUSH WITH THE
 AE3405'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3410 ***********************************************************************
 AE3410  DESIGNATION -  9 7 AZ MK
 AE3410  PID         -  AE3410
 AE3410  STATE/COUNTY-  OH/UNION
 AE3410  USGS QUAD   -  MARYSVILLE (1973)
 AE3410
 AE3410                         *CURRENT SURVEY CONTROL
 AE3410  ___________________________________________________________________
 AE3410* NAD 83(1995)-  40 13 01.25846(N)    083 21 21.39150(W)     ADJUSTED  
 AE3410* NAVD 88     -       306.6    (meters)    1006.     (feet)  GPS OBS   
 AE3410  ___________________________________________________________________
 AE3410  X           -     564,319.025 (meters)                     COMP
 AE3410  Y           -  -4,844,635.958 (meters)                     COMP
 AE3410  Z           -   4,096,591.702 (meters)                     COMP
 AE3410  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AE3410  ELLIP HEIGHT-         273.06  (meters)          (10/07/05) GPS OBS
 AE3410  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AE3410
 AE3410  HORZ ORDER  -  FIRST
 AE3410  ELLP ORDER  -  THIRD     CLASS I
 AE3410
 AE3410.The horizontal coordinates were established by GPS observations
 AE3410.and adjusted by the National Geodetic Survey in October 1997..
 AE3410
 AE3410.The orthometric height was determined by GPS observations and a
 AE3410.high-resolution geoid model.
 AE3410
 AE3410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3410
 AE3410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3410
 AE3410.The ellipsoidal height was determined by GPS observations
 AE3410.and is referenced to NAD 83.
 AE3410
 AE3410.The geoid height was determined by GEOID03.
 AE3410
 AE3410;                    North         East     Units Scale Factor Converg.
 AE3410;SPC OH N     -    61,472.992   527,137.356   MT  1.00004847   -0 33 44.3
 AE3410;UTM  17      - 4,454,506.448   299,526.063   MT  1.00009476   -1 31 18.1
 AE3410
 AE3410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3410!SPC OH N     -   0.99995717  x   1.00004847  =   1.00000563
 AE3410!UTM  17      -   0.99995717  x   1.00009476  =   1.00005192
 AE3410
 AE3410|---------------------------------------------------------------------|
 AE3410| PID    Reference Object                     Distance      Geod. Az  |
 AE3410|                                                           dddmmss.s |
 AE3410| AE3405 9 7                                 289.186 METERS 33508     |
 AE3410|---------------------------------------------------------------------|
 AE3410
 AE3410                          SUPERSEDED SURVEY CONTROL
 AE3410
 AE3410  ELLIP H (10/02/97)  273.10   (m)                       GP(       ) 3 1
 AE3410
 AE3410.Superseded values are not recommended for survey control.
 AE3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3410.See file dsdata.txt to determine how the superseded data were derived.
 AE3410
 AE3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9952654506(NAD 83)
 AE3410_MARKER: DD = SURVEY DISK
 AE3410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3410_STAMPING: TWP 9 STATION 7A
 AE3410_MARK LOGO: OH-159
 AE3410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3410+STABILITY: SURFACE MOTION
 AE3410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3410+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE3410
 AE3410  HISTORY     - Date     Condition        Report By
 AE3410  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3410
 AE3410                          STATION DESCRIPTION
 AE3410
 AE3410'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (ARJ)
 AE3410'0.5 KM (0.30 MI) SOUTH OF THE CITY LIMITS OF MARYSVILLE.  FROM THE
 AE3410'CITY HALL AND POLICE STATION IN MARYSVILLE, PROCEED EAST ON SIXTH ST.
 AE3410'FOR 4 BLOCKS TO THE INTERSECTION OF SIXTH ST.  AND CHESTNUT ST. TURN
 AE3410'RIGHT AND PROCEED SOUTH ON CHESTNUT ST.  FOR 1.8 KM (1.10 MI) TO THE
 AE3410'STATION ON THE RIGHT.  MARKER IS 5.9 M (19.4 FT) WEST OF THE
 AE3410'CENTERLINE OF CHESTNUT RD.  (WEAVER RD.) ,9.1 M SOUTH OF POWER POLE
 AE3410'AND 48.8 M (160.1 FT) NORTHWEST OF THE INTERSECTION OF CHESTNUT RD.
 AE3410'(WEAVER RD.) AND DRIVE TO THE EAST TO RESIDENCE NO.  14604.  CONTROL
 AE3410'POINT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2007 ***********************************************************************
 AJ2007  DESIGNATION -  9 8
 AJ2007  PID         -  AJ2007
 AJ2007  STATE/COUNTY-  OH/UNION
 AJ2007  USGS QUAD   -  PEORIA (1980)
 AJ2007
 AJ2007                         *CURRENT SURVEY CONTROL
 AJ2007  ___________________________________________________________________
 AJ2007* NAD 83(1995)-  40 15 20.71101(N)    083 26 34.33314(W)     ADJUSTED  
 AJ2007* NAVD 88     -       327.1    (meters)    1073.     (feet)  GPS OBS   
 AJ2007  ___________________________________________________________________
 AJ2007  X           -     556,652.660 (meters)                     COMP
 AJ2007  Y           -  -4,842,741.662 (meters)                     COMP
 AJ2007  Z           -   4,099,888.562 (meters)                     COMP
 AJ2007  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AJ2007  ELLIP HEIGHT-         293.43  (meters)          (10/07/05) GPS OBS
 AJ2007  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AJ2007
 AJ2007  HORZ ORDER  -  FIRST
 AJ2007  ELLP ORDER  -  THIRD     CLASS I
 AJ2007
 AJ2007.The horizontal coordinates were established by GPS observations
 AJ2007.and adjusted by the National Geodetic Survey in March 2001..
 AJ2007
 AJ2007.The orthometric height was determined by GPS observations and a
 AJ2007.high-resolution geoid model.
 AJ2007
 AJ2007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2007
 AJ2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2007
 AJ2007.The ellipsoidal height was determined by GPS observations
 AJ2007.and is referenced to NAD 83.
 AJ2007
 AJ2007.The geoid height was determined by GEOID03.
 AJ2007
 AJ2007;                    North         East     Units Scale Factor Converg.
 AJ2007;SPC OH N     -    65,850.544   519,784.309   MT  1.00003876   -0 37 09.9
 AJ2007;UTM  17      - 4,459,006.836   292,246.851   MT  1.00013134   -1 34 44.9
 AJ2007
 AJ2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2007!SPC OH N     -   0.99995397  x   1.00003876  =   0.99999273
 AJ2007!UTM  17      -   0.99995397  x   1.00013134  =   1.00008530
 AJ2007
 AJ2007:                Primary Azimuth Mark                     Grid Az
 AJ2007:SPC OH N     -  9 8 AZ MK                                110 27 31.8
 AJ2007:UTM  17      -  9 8 AZ MK                                111 25 06.8
 AJ2007
 AJ2007|---------------------------------------------------------------------|
 AJ2007| PID    Reference Object                     Distance      Geod. Az  |
 AJ2007|                                                           dddmmss.s |
 AJ2007| AJ2025 9 8 AZ MK                           447.432 METERS 1095021.9 |
 AJ2007|---------------------------------------------------------------------|
 AJ2007
 AJ2007                          SUPERSEDED SURVEY CONTROL
 AJ2007
 AJ2007  ELLIP H (03/16/01)  293.46   (m)                       GP(       ) 3 1
 AJ2007
 AJ2007.Superseded values are not recommended for survey control.
 AJ2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2007.See file dsdata.txt to determine how the superseded data were derived.
 AJ2007
 AJ2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9224759007(NAD 83)
 AJ2007_MARKER: DD = SURVEY DISK
 AJ2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2007_STAMPING: TWP 9 STATION 8
 AJ2007_MARK LOGO: WOOLPT
 AJ2007_PROJECTION: FLUSH
 AJ2007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2007+STABILITY: SURFACE MOTION
 AJ2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2007+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2007
 AJ2007  HISTORY     - Date     Condition        Report By
 AJ2007  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2007
 AJ2007                          STATION DESCRIPTION
 AJ2007
 AJ2007'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2007'THE STATION IS LOCATED APPROXIMATELY 32.36 KM (20.1 MI) NORTHEAST OF
 AJ2007'URBANA,  28.50 KM (17.7 MI) SOUTHEAST OF BELLEFONTAINE, AND 8.21 KM
 AJ2007'(5.1 MI)  WEST-NORTHWEST OF MARYSVILLE.  THE STATION IS NORTH OF US
 AJ2007'ROUTE 33.
 AJ2007'TO REACH THE STATION FROM THE JUNCTION OF THE HONDA PARKWAY AND
 AJ2007'THE NORTHWEST PARKWAY,  PROCEED EAST-SOUTHEAST 4.99 KM (3.1 MI)
 AJ2007'ON THE NORTHWEST PARKWAY TO THE STATION ON THE RIGHT IN FRONT
 AJ2007'OF HOUSE NUMBER 20903.
 AJ2007'THE STATION IS LOCATED 0.24 KM (0.15MI) WEST OF PAVER -  BARNES ROAD,
 AJ2007'83.84M (275 FT) WEST-NORTHWEST OF MILE MARKER 3,  26.68M (87.5  FT)
 AJ2007'SOUTHEAST OF MAIL BOXES FOR 20880 AND 20900, AND 17.87 M (58.6 FT)
 AJ2007'FROM THE CENTER LINE OF NORTHWEST PARKWAY. THE STATION IS A
 AJ2007'BRASS UNION COUNTY GPS DISK STAMPED-- TWP 9 STATION 8--  SET IN THE
 AJ2007'TOP OF A 12  INCH DIAMETER CONCRETE  MONUMENT  WITH AN IMBEDDED
 AJ2007'REBAR. THE STATION IS SET FLUSH WITH THE GROUND.
 AJ2007' 
 AJ2007'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2025 ***********************************************************************
 AJ2025  DESIGNATION -  9 8 AZ MK
 AJ2025  PID         -  AJ2025
 AJ2025  STATE/COUNTY-  OH/UNION
 AJ2025  USGS QUAD   -  PEORIA (1980)
 AJ2025
 AJ2025                         *CURRENT SURVEY CONTROL
 AJ2025  ___________________________________________________________________
 AJ2025* NAD 83(1995)-  40 15 15.78746(N)    083 26 16.52377(W)     ADJUSTED  
 AJ2025* NAVD 88     -       325.1    (meters)    1067.     (feet)  GPS OBS   
 AJ2025  ___________________________________________________________________
 AJ2025  X           -     557,081.832 (meters)                     COMP
 AJ2025  Y           -  -4,842,789.560 (meters)                     COMP
 AJ2025  Z           -   4,099,771.366 (meters)                     COMP
 AJ2025  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AJ2025  ELLIP HEIGHT-         291.43  (meters)          (10/07/05) GPS OBS
 AJ2025  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AJ2025
 AJ2025  HORZ ORDER  -  FIRST
 AJ2025  ELLP ORDER  -  THIRD     CLASS I
 AJ2025
 AJ2025.The horizontal coordinates were established by GPS observations
 AJ2025.and adjusted by the National Geodetic Survey in March 2001..
 AJ2025
 AJ2025.The orthometric height was determined by GPS observations and a
 AJ2025.high-resolution geoid model.
 AJ2025
 AJ2025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2025
 AJ2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2025
 AJ2025.The ellipsoidal height was determined by GPS observations
 AJ2025.and is referenced to NAD 83.
 AJ2025
 AJ2025.The geoid height was determined by GEOID03.
 AJ2025
 AJ2025;                    North         East     Units Scale Factor Converg.
 AJ2025;SPC OH N     -    65,694.145   520,203.535   MT  1.00003909   -0 36 58.2
 AJ2025;UTM  17      - 4,458,843.422   292,663.437   MT  1.00012921   -1 34 33.3
 AJ2025
 AJ2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2025!SPC OH N     -   0.99995428  x   1.00003909  =   0.99999337
 AJ2025!UTM  17      -   0.99995428  x   1.00012921  =   1.00008349
 AJ2025
 AJ2025:                Primary Azimuth Mark                     Grid Az
 AJ2025:SPC OH N     -  9 8                                      290 27 31.6
 AJ2025:UTM  17      -  9 8                                      291 25 06.7
 AJ2025
 AJ2025|---------------------------------------------------------------------|
 AJ2025| PID    Reference Object                     Distance      Geod. Az  |
 AJ2025|                                                           dddmmss.s |
 AJ2025| AJ2007 9 8                                 447.432 METERS 2895033.4 |
 AJ2025|---------------------------------------------------------------------|
 AJ2025
 AJ2025                          SUPERSEDED SURVEY CONTROL
 AJ2025
 AJ2025  ELLIP H (03/16/01)  291.45   (m)                       GP(       ) 3 1
 AJ2025
 AJ2025.Superseded values are not recommended for survey control.
 AJ2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2025.See file dsdata.txt to determine how the superseded data were derived.
 AJ2025
 AJ2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9266358843(NAD 83)
 AJ2025_MARKER: DD = SURVEY DISK
 AJ2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2025_STAMPING: TWP 9 STATION 8-A
 AJ2025_MARK LOGO: WOOLPT
 AJ2025_PROJECTION: FLUSH
 AJ2025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2025+STABILITY: SURFACE MOTION
 AJ2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2025+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2025
 AJ2025  HISTORY     - Date     Condition        Report By
 AJ2025  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2025
 AJ2025                          STATION DESCRIPTION
 AJ2025
 AJ2025'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2025'THE STATION IS LOCATED APPROXIMATELY 32.76 KM (20.35 MI) NORTHEAST
 AJ2025'OF  URBANA,  32.36 KM (20.1 MI) SOUTHEAST OF BELLEFONTAINE, AND
 AJ2025'7.81 KM (4.85 MI)  WEST-NORTHWEST OF MARYSVILLE.
 AJ2025'TO REACH THE STATION FROM THE JUNCTION OF THE HONDA PARKWAY AND
 AJ2025'THE NORTHWEST PARKWAY, PROCEED EAST-SOUTHEAST 5.23 KM (3.25 MI)
 AJ2025'ON THE NORTHWEST PARKWAY TO PAVER BARNES ROAD. CONTINUE
 AJ2025'ALONG NORTHWEST PARKWAY FOR 0.16 KM (0.1 MI) TO THE STATION ON THE
 AJ2025'RIGHT 106.7 M (350 FT) BEFORE HOUSE NUMBER 20565.
 AJ2025'THE STATION IS LOCATED 34.3 M (112.5 FT) EAST OF A FIELD SIGN NUMBER
 AJ2025'UNI-33-0599, 18.19 M (59.66 FT) WEST OF TELEPHONE PEDESTAL NUMBER
 AJ2025'1213-44, AND 8.5 M (27.88 FT) FROM THE EDGE OF PAVEMENT OF NORTHWEST
 AJ2025'PARKWAY. THE STATION IS A BRASS UNION COUNTY GPS DISK STAMPED--
 AJ2025'TWP 9 STATION 8-A-- SET IN THE TOP OF A 12  INCH DIAMETER CONCRETE
 AJ2025'MONUMENT  WITH AN IMBEDDED REBAR. THE STATION IS SET FLUSH WITH
 AJ2025'THE GROUND.
 AJ2025'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2008 ***********************************************************************
 AJ2008  DESIGNATION -  9 9
 AJ2008  PID         -  AJ2008
 AJ2008  STATE/COUNTY-  OH/UNION
 AJ2008  USGS QUAD   -  PEORIA (1980)
 AJ2008
 AJ2008                         *CURRENT SURVEY CONTROL
 AJ2008  ___________________________________________________________________
 AJ2008* NAD 83(1995)-  40 15 26.17831(N)    083 24 16.26894(W)     ADJUSTED  
 AJ2008* NAVD 88     -       312.6    (meters)    1026.     (feet)  GPS OBS   
 AJ2008  ___________________________________________________________________
 AJ2008  X           -     559,880.254 (meters)                     COMP
 AJ2008  Y           -  -4,842,248.707 (meters)                     COMP
 AJ2008  Z           -   4,100,007.874 (meters)                     COMP
 AJ2008  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AJ2008  ELLIP HEIGHT-         278.90  (meters)          (10/07/05) GPS OBS
 AJ2008  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 AJ2008
 AJ2008  HORZ ORDER  -  FIRST
 AJ2008  ELLP ORDER  -  THIRD     CLASS I
 AJ2008
 AJ2008.The horizontal coordinates were established by GPS observations
 AJ2008.and adjusted by the National Geodetic Survey in March 2001..
 AJ2008
 AJ2008.The orthometric height was determined by GPS observations and a
 AJ2008.high-resolution geoid model.
 AJ2008
 AJ2008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2008
 AJ2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2008
 AJ2008.The ellipsoidal height was determined by GPS observations
 AJ2008.and is referenced to NAD 83.
 AJ2008
 AJ2008.The geoid height was determined by GEOID03.
 AJ2008
 AJ2008;                    North         East     Units Scale Factor Converg.
 AJ2008;SPC OH N     -    65,984.621   523,048.705   MT  1.00003838   -0 35 39.2
 AJ2008;UTM  17      - 4,459,086.210   295,513.311   MT  1.00011476   -1 33 15.8
 AJ2008
 AJ2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2008!SPC OH N     -   0.99995625  x   1.00003838  =   0.99999463
 AJ2008!UTM  17      -   0.99995625  x   1.00011476  =   1.00007100
 AJ2008
 AJ2008:                Primary Azimuth Mark                     Grid Az
 AJ2008:SPC OH N     -  9 9 AZ MK                                285 15 04.0
 AJ2008:UTM  17      -  9 9 AZ MK                                286 12 40.6
 AJ2008
 AJ2008|---------------------------------------------------------------------|
 AJ2008| PID    Reference Object                     Distance      Geod. Az  |
 AJ2008|                                                           dddmmss.s |
 AJ2008| AJ2026 9 9 AZ MK                           445.063 METERS 2843924.8 |
 AJ2008|---------------------------------------------------------------------|
 AJ2008
 AJ2008                          SUPERSEDED SURVEY CONTROL
 AJ2008
 AJ2008  ELLIP H (03/16/01)  278.92   (m)                       GP(       ) 3 1
 AJ2008
 AJ2008.Superseded values are not recommended for survey control.
 AJ2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2008.See file dsdata.txt to determine how the superseded data were derived.
 AJ2008
 AJ2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9551359086(NAD 83)
 AJ2008_MARKER: DD = SURVEY DISK
 AJ2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2008_STAMPING: TWP 9 STATION 9
 AJ2008_MARK LOGO: WOOLPT
 AJ2008_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2008+STABILITY: SURFACE MOTION
 AJ2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2008+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2008
 AJ2008  HISTORY     - Date     Condition        Report By
 AJ2008  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2008
 AJ2008                          STATION DESCRIPTION
 AJ2008
 AJ2008'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2008'THE STATION IS LOCATED APPROXIMATELY 34.37 KM (21.35 MI) NORTHEAST
 AJ2008'OF URBANA, 33.81 KM (21.0 MI) SOUTHEAST OF BELLEFONTAINE, AND 5.80 KM
 AJ2008'(3.6 MI)  NORTHWEST OF  MARYSVILLE.
 AJ2008'TO REACH THE  STATION FROM  THE JUNCTION OF THE HONDA PARKWAY
 AJ2008'AND THE NORTHWEST PARKWAY,  PROCEED EAST-SOUTHEAST 4.25 KM (4.5
 AJ2008'MI) ON THE NORTHWEST PARKWAY TO  CRADLER TURNER ROAD. TURN
 AJ2008'LEFT PROCEED NORTH THEN EAST ON CRADLER TURNER ROAD FOR 1.0 MI
 AJ2008'TO THE Y-INTERSECTION WITH DOG LEG ROAD.PROCEED STRAIGHT OR
 AJ2008'EAST ON DOG LEG ROAD 0.64 KM (0.4 MI) TO THE STATION ON THE LEFT JUST
 AJ2008'PAST A RAIL ROAD CROSSING ON A SMALL RISE.
 AJ2008'THE STATION IS LOCATED 50.94 M (167.08 FT) WEST OF THE SOUTHWEST
 AJ2008'CORNER OF A RED BARN, 16.0 M (52.48 FT) SOUTHWEST OF THE CENTER
 AJ2008'LINES OF THE RAIL ROAD TRACKS AND DOG LEG ROAD, AND 9.15 M (30.0 FT)
 AJ2008'NORTHEAST OF THE EASTERN MOST RAIL. THE  STATION IS A  BRASS UNION
 AJ2008'COUNTY GPS DISK STAMPED-- TWP 9 STATION 9--  SET IN THE TOP OF A 12
 AJ2008'INCH DIAMETER   CONCRETE MONUMENT WITH AN IMBEDDED REBAR. THE
 AJ2008'STATION IS RECESSED 3 CM.
 AJ2008'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ2026 ***********************************************************************
 AJ2026  DESIGNATION -  9 9 AZ MK
 AJ2026  PID         -  AJ2026
 AJ2026  STATE/COUNTY-  OH/UNION
 AJ2026  USGS QUAD   -  PEORIA (1980)
 AJ2026
 AJ2026                         *CURRENT SURVEY CONTROL
 AJ2026  ___________________________________________________________________
 AJ2026* NAD 83(1995)-  40 15 29.82896(N)    083 24 34.48998(W)     ADJUSTED  
 AJ2026* NAVD 88     -       309.6    (meters)    1016.     (feet)  GPS OBS   
 AJ2026  ___________________________________________________________________
 AJ2026  X           -     559,443.888 (meters)                     COMP
 AJ2026  Y           -  -4,842,223.637 (meters)                     COMP
 AJ2026  Z           -   4,100,091.916 (meters)                     COMP
 AJ2026  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AJ2026  ELLIP HEIGHT-         275.97  (meters)          (10/07/05) GPS OBS
 AJ2026  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 AJ2026
 AJ2026  HORZ ORDER  -  FIRST
 AJ2026  ELLP ORDER  -  THIRD     CLASS I
 AJ2026
 AJ2026.The horizontal coordinates were established by GPS observations
 AJ2026.and adjusted by the National Geodetic Survey in March 2001..
 AJ2026
 AJ2026.The orthometric height was determined by GPS observations and a
 AJ2026.high-resolution geoid model.
 AJ2026
 AJ2026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2026
 AJ2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2026
 AJ2026.The ellipsoidal height was determined by GPS observations
 AJ2026.and is referenced to NAD 83.
 AJ2026
 AJ2026.The geoid height was determined by GEOID03.
 AJ2026
 AJ2026;                    North         East     Units Scale Factor Converg.
 AJ2026;SPC OH N     -    66,101.699   522,619.300   MT  1.00003814   -0 35 51.2
 AJ2026;UTM  17      - 4,459,210.477   295,085.895   MT  1.00011692   -1 33 27.7
 AJ2026
 AJ2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2026!SPC OH N     -   0.99995671  x   1.00003814  =   0.99999485
 AJ2026!UTM  17      -   0.99995671  x   1.00011692  =   1.00007362
 AJ2026
 AJ2026:                Primary Azimuth Mark                     Grid Az
 AJ2026:SPC OH N     -  9 9                                      105 15 04.2
 AJ2026:UTM  17      -  9 9                                      106 12 40.7
 AJ2026
 AJ2026|---------------------------------------------------------------------|
 AJ2026| PID    Reference Object                     Distance      Geod. Az  |
 AJ2026|                                                           dddmmss.s |
 AJ2026| AJ2008 9 9                                 445.063 METERS 1043913.0 |
 AJ2026|---------------------------------------------------------------------|
 AJ2026
 AJ2026                          SUPERSEDED SURVEY CONTROL
 AJ2026
 AJ2026  ELLIP H (03/16/01)  275.99   (m)                       GP(       ) 3 1
 AJ2026
 AJ2026.Superseded values are not recommended for survey control.
 AJ2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2026.See file dsdata.txt to determine how the superseded data were derived.
 AJ2026
 AJ2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9508659210(NAD 83)
 AJ2026_MARKER: DD = SURVEY DISK
 AJ2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2026_STAMPING: TWP 9 STATION 9-A
 AJ2026_MARK LOGO: WOOLPT
 AJ2026_PROJECTION: FLUSH
 AJ2026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2026+STABILITY: SURFACE MOTION
 AJ2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2026+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 AJ2026
 AJ2026  HISTORY     - Date     Condition        Report By
 AJ2026  HISTORY     - 20000705 MONUMENTED       WOOLPT
 AJ2026
 AJ2026                          STATION DESCRIPTION
 AJ2026
 AJ2026'DESCRIBED BY WOOLPERT CONSULTANTS 2000 (TEM)
 AJ2026'THE STATION IS LOCATED APPROXIMATELY 34.13 KM (21.2 MI) NORTHEAST OF
 AJ2026'URBANA,  33.49 KM (20.8 MI) SOUTHEAST OF BELLEFONTAINE, AND 5.80 KM
 AJ2026'(3.6 MI)  NORTHWEST  OF  MARYSVILLE.
 AJ2026'TO REACH THE  STATION FROM  THE JUNCTION OF THE  HONDA PARKWAY
 AJ2026'AND THE  NORTHWEST PARKWAY,  PROCEED  EAST-SOUTHEAST 7.25 KM (4.5
 AJ2026'MI) ON THE  NORTHWEST PARKWAY TO CRADLER TURNER ROAD. TURN
 AJ2026'LEFT PROCEED NORTH THEN EAST ON CRADLER TURNER ROAD FOR 1.61 KM
 AJ2026'(1.0 MI) TO THE Y-INTERSECTION WITH DOG LEG ROAD. PROCEED STRAIGHT
 AJ2026'OR  EAST ON DOG LEG ROAD 016 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 AJ2026'THE STATION IS LOCATED 23.5 M (77.08 FT) SOUTHEAST OF AN 18 INCH TREE,
 AJ2026'17.15 M (56.25 FT) SOUTHWEST OF TELEPHONE POLE NUMBER 19 S, 10.61 M
 AJ2026'(38.8 FT) EAST-SOUTHEAST OF POWER POLE NUMBER 397, AND 7.6 M (24.93
 AJ2026'FT) FROM THE CENTER LINE OF DOG LEG ROAD. THE  STATION IS A BRASS
 AJ2026'UNION COUNTY GPS DISK STAMPED --TWP 9 STATION 9-A-- SET IN THE TOP
 AJ2026'OF A 12 INCH DIAMETER CONCRETE MONUMENT WITH AN IMBEDDED REBAR.
 AJ2026'THE  STATION IS SET FLUSH WITH THE GROUND.
 AJ2026'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3248 ***********************************************************************
 MB3248  DESIGNATION -  9 AP
 MB3248  PID         -  MB3248
 MB3248  STATE/COUNTY-  OH/CUYAHOGA
 MB3248  USGS QUAD   -  BEREA (1984)
 MB3248
 MB3248                         *CURRENT SURVEY CONTROL
 MB3248  ___________________________________________________________________
 MB3248* NAD 83(1995)-  41 21 32.41677(N)    081 48 56.05685(W)     ADJUSTED  
 MB3248* NAVD 88     -       259.1    (meters)     850.     (feet)  VERTCON   
 MB3248  ___________________________________________________________________
 MB3248  X           -     682,545.953 (meters)                     COMP
 MB3248  Y           -  -4,745,676.444 (meters)                     COMP
 MB3248  Z           -   4,192,580.155 (meters)                     COMP
 MB3248  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 MB3248  ELLIP HEIGHT-         225.10  (meters)          (10/07/05) GPS OBS
 MB3248  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 MB3248
 MB3248  HORZ ORDER  -  FIRST
 MB3248  ELLP ORDER  -  FOURTH    CLASS I
 MB3248
 MB3248.The horizontal coordinates were established by GPS observations
 MB3248.and adjusted by the National Geodetic Survey in April 1998..
 MB3248
 MB3248.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3248
 MB3248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3248
 MB3248.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3248
 MB3248.The ellipsoidal height was determined by GPS observations
 MB3248.and is referenced to NAD 83.
 MB3248
 MB3248.The geoid height was determined by GEOID03.
 MB3248
 MB3248;                    North         East     Units Scale Factor Converg.
 MB3248;SPC OH N     -   188,153.628   657,267.611   MT  0.99995203   +0 26 58.7
 MB3248;UTM  17      - 4,578,932.060   431,782.426   MT  0.99965727   -0 32 20.1
 MB3248
 MB3248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3248!SPC OH N     -   0.99996469  x   0.99995203  =   0.99991673
 MB3248!UTM  17      -   0.99996469  x   0.99965727  =   0.99962198
 MB3248
 MB3248                          SUPERSEDED SURVEY CONTROL
 MB3248
 MB3248  ELLIP H (04/01/98)  225.13   (m)                       GP(       ) 4 1
 MB3248  NAD 83(1995)-  41 21 32.42273(N)    081 48 56.05762(W) AD(       ) 1
 MB3248  NAD 83(1986)-  41 21 32.42650(N)    081 48 56.05910(W) AD(       ) 1
 MB3248  NGVD 29 (11/06/91)  259.3    (m)          851.     (f) GPS OBS        
 MB3248
 MB3248.Superseded values are not recommended for survey control.
 MB3248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3248.See file dsdata.txt to determine how the superseded data were derived.
 MB3248
 MB3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3178278932(NAD 83)
 MB3248_MARKER: I = METAL ROD
 MB3248_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3248_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3248_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3248+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3248
 MB3248  HISTORY     - Date     Condition        Report By
 MB3248  HISTORY     - UNK      MONUMENTED
 MB3248  HISTORY     - 19900326 GOOD             AEROS
 MB3248
 MB3248                          STATION DESCRIPTION
 MB3248
 MB3248'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3248'STATION IS LOCATED IN MIDDLEBURG HEIGHTS, AT THE INTERSECTION OF
 MB3248'FOWLES ROAD AND PEARL ROAD, ABOUT 0.40 KM (0.25 MI) EAST OF INTERSTATE
 MB3248'71.
 MB3248'TO REACH FROM THE JUNCTION OF INTERSTATE 71 AND PEARL ROAD-STATE ROUTE
 MB3248'42, GO NORTHEAST FOR .48 KM (0.30 MI) ON PEARL ROAD TO ITS
 MB3248'INTERSECTION WITH FOWLES ROAD AND THE STATION.
 MB3248'STATION IS A 1 CM DIAMETER IRON ROD RECESSED 10 CM BELOW THE ROAD
 MB3248'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3248'CENTERLINE-CENTERLINE OF THE INTERSECTION, 11.27 M (37.0 FT) NORTH OF
 MB3248'A POWER POLE, 8.9 M (29.2 FT) SOUTH OF A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3249 ***********************************************************************
 MB3249  DESIGNATION -  9 F
 MB3249  PID         -  MB3249
 MB3249  STATE/COUNTY-  OH/CUYAHOGA
 MB3249  USGS QUAD   -  BEREA (1984)
 MB3249
 MB3249                         *CURRENT SURVEY CONTROL
 MB3249  ___________________________________________________________________
 MB3249* NAD 83(1995)-  41 21 02.34322(N)    081 51 27.42532(W)     ADJUSTED  
 MB3249* NAVD 88     -       246.9    (meters)     810.     (feet)  VERTCON   
 MB3249  ___________________________________________________________________
 MB3249  X           -     679,148.655 (meters)                     COMP
 MB3249  Y           -  -4,746,773.809 (meters)                     COMP
 MB3249  Z           -   4,191,875.632 (meters)                     COMP
 MB3249  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 MB3249  ELLIP HEIGHT-         212.87  (meters)          (10/07/05) GPS OBS
 MB3249  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 MB3249
 MB3249  HORZ ORDER  -  FIRST
 MB3249  ELLP ORDER  -  FOURTH    CLASS I
 MB3249
 MB3249.The horizontal coordinates were established by GPS observations
 MB3249.and adjusted by the National Geodetic Survey in April 1998..
 MB3249
 MB3249.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3249
 MB3249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3249
 MB3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3249
 MB3249.The ellipsoidal height was determined by GPS observations
 MB3249.and is referenced to NAD 83.
 MB3249
 MB3249.The geoid height was determined by GEOID03.
 MB3249
 MB3249;                    North         East     Units Scale Factor Converg.
 MB3249;SPC OH N     -   187,199.161   653,756.365   MT  0.99995131   +0 25 19.2
 MB3249;UTM  17      - 4,578,038.578   428,256.261   MT  0.99966334   -0 33 59.8
 MB3249
 MB3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3249!SPC OH N     -   0.99996661  x   0.99995131  =   0.99991792
 MB3249!UTM  17      -   0.99996661  x   0.99966334  =   0.99962996
 MB3249
 MB3249                          SUPERSEDED SURVEY CONTROL
 MB3249
 MB3249  ELLIP H (04/01/98)  212.91   (m)                       GP(       ) 4 1
 MB3249  NAD 83(1995)-  41 21 02.34917(N)    081 51 27.42619(W) AD(       ) 1
 MB3249  NAD 83(1986)-  41 21 02.35298(N)    081 51 27.42773(W) AD(       ) 1
 MB3249  NGVD 29 (11/06/91)  247.1    (m)          811.     (f) GPS OBS        
 MB3249
 MB3249.Superseded values are not recommended for survey control.
 MB3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3249.See file dsdata.txt to determine how the superseded data were derived.
 MB3249
 MB3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2825678039(NAD 83)
 MB3249_MARKER: I = METAL ROD
 MB3249_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB3249_SP_SET: SURROUNDED BY MASS OF CONCRETE
 MB3249_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3249+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1990
 MB3249
 MB3249  HISTORY     - Date     Condition        Report By
 MB3249  HISTORY     - UNK      MONUMENTED
 MB3249  HISTORY     - 19900326 GOOD             AEROS
 MB3249
 MB3249                          STATION DESCRIPTION
 MB3249
 MB3249'DESCRIBED BY AERO SERVICE CORPORATION 1990
 MB3249'STATION IS ABOUT 0.50 KM (0.30 MI) NORTH OF THE OHIO TURNPIKE, 3.2 KM
 MB3249'(2.00 MI) WEST OF INTERSTATE 71, AT THE INTERSECTION OF SPRAGUE ROAD
 MB3249'AND PROSPECT ROAD.
 MB3249'TO REACH FROM THE INTERSECTION OF SPRAGUE ROAD AND COLUMBIA ROAD, GO
 MB3249'EAST FOR 4.03 KM (2.50 MI) ON SPRAGUE ROAD TO ITS INTERSECTION WITH
 MB3249'PROSPECT ROAD AND THE STATION.
 MB3249'STATION IS A 2 CM DIAMETER IRON ROD RECESSED 30 CM BELOW THE ROAD
 MB3249'SURFACE ENCASED IN A SQUARE IRON MONUMENT BOX.  LOCATED AT THE
 MB3249'CENTERLINE--CENTERLINE OF THE INTERSECTION, 9.29 M (30.5 FT) FROM
 MB3249'POLE.54533, 10.2 M (33.5 FT) FROM POLE.513966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0821 ***********************************************************************
 JZ0821  DESIGNATION -  90
 JZ0821  PID         -  JZ0821
 JZ0821  STATE/COUNTY-  OH/HAMILTON
 JZ0821  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0821
 JZ0821                         *CURRENT SURVEY CONTROL
 JZ0821  ___________________________________________________________________
 JZ0821* NAD 83(1986)-  39 08 11.     (N)    084 32 29.     (W)     SCALED    
 JZ0821* NAVD 88     -       152.932  (meters)     501.74   (feet)  ADJUSTED  
 JZ0821  ___________________________________________________________________
 JZ0821  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0821  DYNAMIC HT  -         152.835 (meters)     501.43  (feet)  COMP
 JZ0821  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JZ0821
 JZ0821  VERT ORDER  -  FIRST     CLASS II
 JZ0821
 JZ0821.The horizontal coordinates were scaled from a topographic map and have
 JZ0821.an estimated accuracy of +/- 6 seconds.
 JZ0821
 JZ0821.The orthometric height was determined by differential leveling
 JZ0821.and adjusted by the National Geodetic Survey in January 1994..
 JZ0821.WARNING-Repeat measurements at this control monument indicate possible
 JZ0821.vertical movement.
 JZ0821
 JZ0821.The geoid height was determined by GEOID03.
 JZ0821
 JZ0821.The dynamic height is computed by dividing the NAVD 88
 JZ0821.geopotential number by the normal gravity value computed on the
 JZ0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0821.degrees latitude (g = 980.6199 gals.).
 JZ0821
 JZ0821.The modeled gravity was interpolated from observed gravity values.
 JZ0821
 JZ0821;                    North         East    Units  Estimated Accuracy
 JZ0821;SPC OH S     -   128,150.      423,530.      MT  (+/- 180 meters Scaled)
 JZ0821
 JZ0821                          SUPERSEDED SURVEY CONTROL
 JZ0821
 JZ0821  NAVD 88 (06/15/91)  152.923  (m)          501.71   (f) UNKNOWN     1 2
 JZ0821  NGVD 29 (06/03/91)  153.098  (m)          502.29   (f) ADJUSTED    1 2
 JZ0821
 JZ0821.Superseded values are not recommended for survey control.
 JZ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0821.See file dsdata.txt to determine how the superseded data were derived.
 JZ0821
 JZ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ125347(NAD 83)
 JZ0821_MARKER: DD = SURVEY DISK
 JZ0821_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0821_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0821_STAMPING: 90
 JZ0821_MARK LOGO: OH1610
 JZ0821_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0821+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ0821
 JZ0821  HISTORY     - Date     Condition        Report By
 JZ0821  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0821  HISTORY     - 1949     GOOD             NGS
 JZ0821  HISTORY     - 1987     GOOD             OHDT
 JZ0821  HISTORY     - 19900920 GOOD             WOOLPT
 JZ0821  HISTORY     - 19930604 GOOD             NGS
 JZ0821
 JZ0821                          STATION DESCRIPTION
 JZ0821
 JZ0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0821'AT CINCINNATI.
 JZ0821'AT CINCINNATI, ABOUT 100 YARDS SOUTHEAST OF THE CROSSING OF
 JZ0821'HOPPLE STREET OVERPASS OVER SPRING GROVE AVENUE, 145 FEET WEST
 JZ0821'OF THE WEST CURB OF MEEKER STREET, ON THE INSIDE OF A CURVE IN
 JZ0821'SPRING GROVE AVENUE, 46.5 FEET WEST OF DOOR TO CARLTON MACHINE
 JZ0821'TOOL COMPANY, 1 FOOT NORTHEAST OF THE NORTHEAST CURB OF SPRING
 JZ0821'GROVE AVENUE, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP
 JZ0821'OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE SIDEWALK.
 JZ0821
 JZ0821                          STATION RECOVERY (1987)
 JZ0821
 JZ0821'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (UNK)
 JZ0821'RECOVERED IN GOOD CONDITION.
 JZ0821
 JZ0821                          STATION RECOVERY (1990)
 JZ0821
 JZ0821'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0821'RECOVERED IN GOOD CONDITION.
 JZ0821
 JZ0821                          STATION RECOVERY (1993)
 JZ0821
 JZ0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0821'IN CINCINNATI, AT THE INTERSECTION OF SPRING GROVE AVENUE AND MEEKER
 JZ0821'STREET, 51.1 M (167.7 FT) WEST OF THE STREET CENTER, 9.5 M (31.2 FT)
 JZ0821'NORTHEAST OF THE AVENUE CENTERLINE, 4.8 M (15.7 FT) SOUTHWEST OF THE
 JZ0821'SOUTHWEST FACE OF A BRICK BUILDING, 0.3 BELOW THE LEVEL OF THE
 JZ0821'AVENUE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6221 ***********************************************************************
 AA6221  DESIGNATION -  90 RHM
 AA6221  PID         -  AA6221
 AA6221  STATE/COUNTY-  OH/COSHOCTON
 AA6221  USGS QUAD   -  WARSAW (1987)
 AA6221
 AA6221                         *CURRENT SURVEY CONTROL
 AA6221  ___________________________________________________________________
 AA6221* NAD 83(1995)-  40 15 16.60021(N)    082 02 53.22269(W)     ADJUSTED  
 AA6221* NAVD 88     -       253.9    (meters)     833.     (feet)  GPS OBS   
 AA6221  ___________________________________________________________________
 AA6221  X           -     674,366.717 (meters)                     COMP
 AA6221  Y           -  -4,827,783.478 (meters)                     COMP
 AA6221  Z           -   4,099,744.542 (meters)                     COMP
 AA6221  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AA6221  ELLIP HEIGHT-         220.31  (meters)          (10/07/05) GPS OBS
 AA6221  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AA6221
 AA6221  HORZ ORDER  -  FIRST
 AA6221  ELLP ORDER  -  FOURTH    CLASS I
 AA6221
 AA6221.The horizontal coordinates were established by GPS observations
 AA6221.and adjusted by the National Geodetic Survey in April 1998..
 AA6221
 AA6221.The orthometric height was determined by GPS observations and a
 AA6221.high-resolution geoid model.
 AA6221
 AA6221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6221
 AA6221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6221
 AA6221.The ellipsoidal height was determined by GPS observations
 AA6221.and is referenced to NAD 83.
 AA6221
 AA6221.The geoid height was determined by GEOID03.
 AA6221
 AA6221;                    North         East     Units Scale Factor Converg.
 AA6221;SPC OH N     -    65,389.737   638,445.624   MT  1.00003904   +0 17 48.7
 AA6221;UTM  17      - 4,456,544.042   410,865.358   MT  0.99969780   -0 40 38.4
 AA6221
 AA6221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6221!SPC OH N     -   0.99996544  x   1.00003904  =   1.00000448
 AA6221!UTM  17      -   0.99996544  x   0.99969780  =   0.99966325
 AA6221
 AA6221                          SUPERSEDED SURVEY CONTROL
 AA6221
 AA6221  ELLIP H (04/01/98)  220.36   (m)                       GP(       ) 4 1
 AA6221  NAD 83(1986)-  40 15 16.60554(N)    082 02 53.22578(W) AD(       ) 1
 AA6221
 AA6221.Superseded values are not recommended for survey control.
 AA6221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6221.See file dsdata.txt to determine how the superseded data were derived.
 AA6221
 AA6221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1086556544(NAD 83)
 AA6221_MARKER: DB = BENCH MARK DISK
 AA6221_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA6221_SP_SET: BRIDGE
 AA6221_STAMPING: 90 RHM
 AA6221_MARK LOGO: USGS  
 AA6221_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA6221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6221+STABILITY: SURFACE MOTION
 AA6221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6221+SATELLITE: SATELLITE OBSERVATIONS - 1959
 AA6221
 AA6221  HISTORY     - Date     Condition        Report By
 AA6221  HISTORY     - 1959     MONUMENTED       USGS
 AA6221
 AA6221                          STATION DESCRIPTION
 AA6221
 AA6221'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AA6221'IN THE TOP OF THE SOUTHWEST ABUTMENT OF THE STATE ROUTE 541 BRIDGE
 AA6221'JUST EAST OF THE INTERSECTION OF STATE ROUTE 541 AND STATE ROUTE 271
 AA6221'IN TUNNEL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0826 ***********************************************************************
 KY0826  DESIGNATION -  900
 KY0826  PID         -  KY0826
 KY0826  STATE/COUNTY-  OH/JEFFERSON
 KY0826  USGS QUAD   -  SMITHFIELD (1984)
 KY0826
 KY0826                         *CURRENT SURVEY CONTROL
 KY0826  ___________________________________________________________________
 KY0826* NAD 83(1986)-  40 21 52.     (N)    080 48 19.     (W)     SCALED    
 KY0826* NAVD 88     -       273.941  (meters)     898.75   (feet)  ADJUSTED  
 KY0826  ___________________________________________________________________
 KY0826  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0826  DYNAMIC HT  -         273.793 (meters)     898.27  (feet)  COMP
 KY0826  MODELED GRAV-     980,078.2   (mgal)                       NAVD 88
 KY0826
 KY0826  VERT ORDER  -  SECOND    CLASS 0
 KY0826
 KY0826.The horizontal coordinates were scaled from a topographic map and have
 KY0826.an estimated accuracy of +/- 6 seconds.
 KY0826
 KY0826.The orthometric height was determined by differential leveling
 KY0826.and adjusted by the National Geodetic Survey in June 1991..
 KY0826
 KY0826.The geoid height was determined by GEOID03.
 KY0826
 KY0826.The dynamic height is computed by dividing the NAVD 88
 KY0826.geopotential number by the normal gravity value computed on the
 KY0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0826.degrees latitude (g = 980.6199 gals.).
 KY0826
 KY0826.The modeled gravity was interpolated from observed gravity values.
 KY0826
 KY0826;                    North         East    Units  Estimated Accuracy
 KY0826;SPC OH N     -    78,890.      743,940.      MT  (+/- 180 meters Scaled)
 KY0826
 KY0826                          SUPERSEDED SURVEY CONTROL
 KY0826
 KY0826  NGVD 29 (??/??/92)  274.123  (m)          899.35   (f) ADJ UNCH    2 0
 KY0826
 KY0826.Superseded values are not recommended for survey control.
 KY0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0826.See file dsdata.txt to determine how the superseded data were derived.
 KY0826
 KY0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE165682(NAD 83)
 KY0826_MARKER: B = BOLT
 KY0826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0826_SP_SET: BRIDGE WALL
 KY0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0826
 KY0826  HISTORY     - Date     Condition        Report By
 KY0826  HISTORY     - UNK      MONUMENTED       PRR
 KY0826  HISTORY     - 1936     GOOD             NGS
 KY0826
 KY0826                          STATION DESCRIPTION
 KY0826
 KY0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0826'0.7 MI E FROM FAIRPLAY.
 KY0826'0.7 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0826'AT FAIRPLAY, JEFFERSON COUNTY, 78 YARDS EAST OF MILEPOST 59, 30
 KY0826'YARDS WEST OF THE WEST PORTAL OF TUNNEL 7, AT BRIDGE NO. 58.91,
 KY0826'IN THE TOP OF THE NORTH END OF THE EAST WING WALL, 2.7 YARDS
 KY0826'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, AND ABOUT 2 FEET
 KY0826'BELOW THE TOP OF THE RAIL.  AN IRON BOLT.  NOTE-- IT WAS REPORTED
 KY0826'IN JULY 1952 THAT THIS MARK IS ON THE OLD RAILROAD LINE ABANDONED
 KY0826'IN CONNECTION WITH THE ELIMINATION OF TUNNELS 7 AND 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0629 ***********************************************************************
 MB0629  DESIGNATION -  902
 MB0629  PID         -  MB0629
 MB0629  STATE/COUNTY-  OH/TRUMBULL
 MB0629  USGS QUAD   -  BRISTOLVILLE (1994)
 MB0629
 MB0629                         *CURRENT SURVEY CONTROL
 MB0629  ___________________________________________________________________
 MB0629* NAD 83(1986)-  41 23 14.     (N)    080 52 10.     (W)     SCALED    
 MB0629* NAVD 88     -       274.876  (meters)     901.82   (feet)  ADJUSTED  
 MB0629  ___________________________________________________________________
 MB0629  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB0629  DYNAMIC HT  -         274.764 (meters)     901.45  (feet)  COMP
 MB0629  MODELED GRAV-     980,208.3   (mgal)                       NAVD 88
 MB0629
 MB0629  VERT ORDER  -  SECOND    CLASS 0
 MB0629
 MB0629.The horizontal coordinates were scaled from a topographic map and have
 MB0629.an estimated accuracy of +/- 6 seconds.
 MB0629
 MB0629.The orthometric height was determined by differential leveling
 MB0629.and adjusted by the National Geodetic Survey in June 1991..
 MB0629
 MB0629.The geoid height was determined by GEOID03.
 MB0629
 MB0629.The dynamic height is computed by dividing the NAVD 88
 MB0629.geopotential number by the normal gravity value computed on the
 MB0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0629.degrees latitude (g = 980.6199 gals.).
 MB0629
 MB0629.The modeled gravity was interpolated from observed gravity values.
 MB0629
 MB0629;                    North         East    Units  Estimated Accuracy
 MB0629;SPC OH N     -   192,340.      736,370.      MT  (+/- 180 meters Scaled)
 MB0629
 MB0629                          SUPERSEDED SURVEY CONTROL
 MB0629
 MB0629  NGVD 29 (??/??/92)  275.056  (m)          902.41   (f) ADJ UNCH    2 0
 MB0629
 MB0629.Superseded values are not recommended for survey control.
 MB0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0629.See file dsdata.txt to determine how the superseded data were derived.
 MB0629
 MB0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF109817(NAD 83)
 MB0629_MARKER: DD = SURVEY DISK
 MB0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0629_SP_SET: SUPPORT POST
 MB0629_STAMPING: 902 ADJ 1903
 MB0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0629
 MB0629  HISTORY     - Date     Condition        Report By
 MB0629  HISTORY     - 1903     MONUMENTED       USGS
 MB0629  HISTORY     - 1950     GOOD             NGS
 MB0629  HISTORY     - 19900706 MARK NOT FOUND   OHDT
 MB0629
 MB0629                          STATION DESCRIPTION
 MB0629
 MB0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0629'AT BRISTOLVILLE.
 MB0629'AT BRISTOLVILLE, IN THE NORTH FACE OF THE WEST CONCRETE SUPPORT
 MB0629'POST OF THE WEST PORCH OF THE BRISTOL INN AND IS ABOUT 2 FEET
 MB0629'HIGHER THAN THE LEVEL OF THE GROUND.  NOTE-- THE STAMPING ON
 MB0629'THE MARK IS NOT LEGIBLE AS THE MARK HAS SEVERAL COATS OF PAINT
 MB0629'ON IT.
 MB0629
 MB0629                          STATION RECOVERY (1990)
 MB0629
 MB0629'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (JF)
 MB0629'------REPORT BY ODOT ---------1991--------- CONDITION - UNKNOWN -----
 MB0629'NOTE*PORCH HAS BEEN REMODELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1435 ***********************************************************************
 KY1435  DESIGNATION -  905.27
 KY1435  PID         -  KY1435
 KY1435  STATE/COUNTY-  OH/GUERNSEY
 KY1435  USGS QUAD   -  ANTRIM (1994)
 KY1435
 KY1435                         *CURRENT SURVEY CONTROL
 KY1435  ___________________________________________________________________
 KY1435* NAD 83(1986)-  40 03 09.     (N)    081 19 42.     (W)     SCALED    
 KY1435* NAVD 88     -       275.775  (meters)     904.77   (feet)  POSTED    
 KY1435  ___________________________________________________________________
 KY1435  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY1435  DYNAMIC HT  -         275.620 (meters)     904.26  (feet)  COMP
 KY1435  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 KY1435
 KY1435  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY1435
 KY1435.The horizontal coordinates were scaled from a topographic map and have
 KY1435.an estimated accuracy of +/- 6 seconds.
 KY1435
 KY1435.The orthometric height was determined by differential leveling
 KY1435.and adjusted by the National Geodetic Survey in 1992..
 KY1435.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY1435.rate of 0.0 thru 1.0 mm/km.
 KY1435
 KY1435.The geoid height was determined by GEOID03.
 KY1435
 KY1435.The dynamic height is computed by dividing the NAVD 88
 KY1435.geopotential number by the normal gravity value computed on the
 KY1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1435.degrees latitude (g = 980.6199 gals.).
 KY1435
 KY1435.The modeled gravity was interpolated from observed gravity values.
 KY1435
 KY1435;                    North         East    Units  Estimated Accuracy
 KY1435;SPC OH S     -   228,510.      699,970.      MT  (+/- 180 meters Scaled)
 KY1435
 KY1435                          SUPERSEDED SURVEY CONTROL
 KY1435
 KY1435  NGVD 29 (??/??/92)  275.979  (m)          905.44   (f) ADJ UNCH    2 0
 KY1435
 KY1435.Superseded values are not recommended for survey control.
 KY1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1435.See file dsdata.txt to determine how the superseded data were derived.
 KY1435
 KY1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME719336(NAD 83)
 KY1435_MARKER: Q = CHISELED SQUARE
 KY1435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1435_SP_SET: MILEPOST BASE
 KY1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1435
 KY1435  HISTORY     - Date     Condition        Report By
 KY1435  HISTORY     - UNK      MONUMENTED       OHDT
 KY1435  HISTORY     - 1934     GOOD             NGS
 KY1435
 KY1435                          STATION DESCRIPTION
 KY1435
 KY1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1435'0.3 MI E FROM MIDDLEBOURNE.
 KY1435'0.3 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE METHODIST CHURCH AT
 KY1435'MIDDLEBOURNE, GUERNSEY COUNTY, 75 YARDS SOUTHWEST OF THE
 KY1435'SOUTHWEST CORNER OF A TWO-STORY FRAME-HOUSE, 12 YARDS EAST OF
 KY1435'A PRIVATE DRIVE, AT A MILEPOST, ON THE TOP OF THE SOUTH CORNER
 KY1435'OF THE BASE, 8 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 KY1435'ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A 2-INCH CHISELED
 KY1435'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1705 ***********************************************************************
 MB1705  DESIGNATION -  906 3043 26
 MB1705  PID         -  MB1705
 MB1705  STATE/COUNTY-  OH/ASHTABULA
 MB1705  USGS QUAD   -  CONNEAUT (1996)
 MB1705
 MB1705                         *CURRENT SURVEY CONTROL
 MB1705  ___________________________________________________________________
 MB1705* NAD 83(1986)-  41 58 15.     (N)    080 32 59.     (W)     SCALED    
 MB1705* NAVD 88     -       176.073  (meters)     577.67   (feet)  ADJUSTED  
 MB1705  ___________________________________________________________________
 MB1705  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 MB1705  DYNAMIC HT  -         176.011 (meters)     577.46  (feet)  COMP
 MB1705  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 MB1705
 MB1705  VERT ORDER  -  FIRST     CLASS II
 MB1705
 MB1705.The horizontal coordinates were scaled from a topographic map and have
 MB1705.an estimated accuracy of +/- 6 seconds.
 MB1705
 MB1705.The orthometric height was determined by differential leveling
 MB1705.and adjusted by the National Geodetic Survey in June 1991..
 MB1705
 MB1705.The geoid height was determined by GEOID03.
 MB1705
 MB1705.The dynamic height is computed by dividing the NAVD 88
 MB1705.geopotential number by the normal gravity value computed on the
 MB1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1705.degrees latitude (g = 980.6199 gals.).
 MB1705
 MB1705.The modeled gravity was interpolated from observed gravity values.
 MB1705
 MB1705;                    North         East    Units  Estimated Accuracy
 MB1705;SPC OH N     -   257,690.      761,650.      MT  (+/- 180 meters Scaled)
 MB1705
 MB1705                          SUPERSEDED SURVEY CONTROL
 MB1705
 MB1705  NGVD 29 (06/03/92)  176.275  (m)          578.33   (f) ADJUSTED    1 2
 MB1705
 MB1705.Superseded values are not recommended for survey control.
 MB1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1705.See file dsdata.txt to determine how the superseded data were derived.
 MB1705
 MB1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG373466(NAD 83)
 MB1705_MARKER: DD = SURVEY DISK
 MB1705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1705_SP_SET: CONCRETE MOORING PIER
 MB1705_STAMPING: 26
 MB1705_MARK LOGO: USE   
 MB1705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1705
 MB1705  HISTORY     - Date     Condition        Report By
 MB1705  HISTORY     - 1955     MONUMENTED       USE
 MB1705  HISTORY     - 1981     GOOD             NGS
 MB1705  HISTORY     - 19931208 MARK NOT FOUND   OHDT
 MB1705  HISTORY     - 19960616 GOOD             USPSQD
 MB1705
 MB1705                          STATION DESCRIPTION
 MB1705
 MB1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1705'IN CONNEAUT.
 MB1705'IN CONNEAUT, AT THE PITTSBURG AND CONNEAUT DOCK COMPANY ON THE WEST
 MB1705'SIDE OF CONNEAUT HARBOR, AT LIFE PRESERVER STATION NUMBER 22 ALONG THE
 MB1705'CONCRETE MOORING PIER OF THE HARBOR, THE MARK IS IN TOP OF CONCRETE
 MB1705'MOORING PIER, 7.62 METERS (25.0 FEET) EAST OF THE EAST RAIL OF THE
 MB1705'RAILROAD TRACK PARALLELING THE PIER, 2.19 METERS (7.2 FEET) SOUTHEAST
 MB1705'OF THE METAL POLE SUPPORTING LIFE PRESERVER NUMBER 22 AND 0.52 METER
 MB1705'(1.7 FEET) WEST OF THE EAST END OF THE PIER.
 MB1705'THE MARK IS ABOVE LEVEL WITH TOP OF THE PIER.
 MB1705
 MB1705                          STATION RECOVERY (1993)
 MB1705
 MB1705'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1705'--------REPORT BY OHDT---------YEAR 1993--------CONDITION -NOT FOUND
 MB1705' 
 MB1705'UNABLE TO LOCATE LIFE PRESERVER STATION NO. 22 MOORING PIER IS
 MB1705'DETERIORATING.
 MB1705
 MB1705                          STATION RECOVERY (1996)
 MB1705
 MB1705'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1704 ***********************************************************************
 MB1704  DESIGNATION -  906 3043 CONTROL
 MB1704  PID         -  MB1704
 MB1704  STATE/COUNTY-  OH/ASHTABULA
 MB1704  USGS QUAD   -  CONNEAUT (1996)
 MB1704
 MB1704                         *CURRENT SURVEY CONTROL
 MB1704  ___________________________________________________________________
 MB1704* NAD 83(1986)-  41 58 03.     (N)    080 32 56.     (W)     SCALED    
 MB1704* NAVD 88     -       176.114  (meters)     577.80   (feet)  ADJUSTED  
 MB1704  ___________________________________________________________________
 MB1704  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 MB1704  DYNAMIC HT  -         176.052 (meters)     577.60  (feet)  COMP
 MB1704  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 MB1704
 MB1704  VERT ORDER  -  FIRST     CLASS II
 MB1704
 MB1704.The horizontal coordinates were scaled from a topographic map and have
 MB1704.an estimated accuracy of +/- 6 seconds.
 MB1704
 MB1704.The orthometric height was determined by differential leveling
 MB1704.and adjusted by the National Geodetic Survey in June 1991..
 MB1704
 MB1704.The geoid height was determined by GEOID03.
 MB1704
 MB1704.The dynamic height is computed by dividing the NAVD 88
 MB1704.geopotential number by the normal gravity value computed on the
 MB1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1704.degrees latitude (g = 980.6199 gals.).
 MB1704
 MB1704.The modeled gravity was interpolated from observed gravity values.
 MB1704
 MB1704;                    North         East    Units  Estimated Accuracy
 MB1704;SPC OH N     -   257,320.      761,730.      MT  (+/- 180 meters Scaled)
 MB1704
 MB1704                          SUPERSEDED SURVEY CONTROL
 MB1704
 MB1704  NGVD 29 (06/03/92)  176.315  (m)          578.46   (f) ADJUSTED    1 2
 MB1704
 MB1704.Superseded values are not recommended for survey control.
 MB1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1704.See file dsdata.txt to determine how the superseded data were derived.
 MB1704
 MB1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG373462(NAD 83)
 MB1704_MARKER: DD = SURVEY DISK
 MB1704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1704_SP_SET: CONCRETE MOORING PIER
 MB1704_MARK LOGO: USLS  
 MB1704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1704
 MB1704  HISTORY     - Date     Condition        Report By
 MB1704  HISTORY     - 1942     MONUMENTED       USLS
 MB1704  HISTORY     - 1981     GOOD             NGS
 MB1704  HISTORY     - 19931208 MARK NOT FOUND   OHDT
 MB1704  HISTORY     - 19960616 GOOD             USPSQD
 MB1704
 MB1704                          STATION DESCRIPTION
 MB1704
 MB1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1704'IN CONNEAUT.
 MB1704'IN CONNEAUT, AT THE PITTSBURG AND CONNEAUT DOCK COMPANY, ON THE WEST
 MB1704'SIDE OF CONNEAUT HARBOR, THE MARK IS IN THE TOP OF THE CONCRETE
 MB1704'MOORING PIER OF DOCK NUMBER 1, 65.22 METERS (214.0 FEET) SOUTH OF LIFE
 MB1704'PRESERVER STATION NUMBER 20 ALONG THE CONCRETE MOORING PIER OF THE
 MB1704'HARBOR, 12.13 METERS (39.8 FEET) EAST OF THE EAST RAIL OF THE TRACKS
 MB1704'PARALLELING THE PIER AND 12.50 METERS (41.0 FEET) SOUTH OF THE SOUTH
 MB1704'END OF THE ELEVATED WALKWAY OF THE MOORING PIER OF THE HARBOR.
 MB1704'NOTE--NO STAMPING.
 MB1704'THE MARK IS ABOVE LEVEL WITH TOP OF CONCRETE PIER.
 MB1704
 MB1704                          STATION RECOVERY (1993)
 MB1704
 MB1704'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1704'-------REPORT BY OHDT---------YEAR 1993--------CONDITION -NOT FOUND
 MB1704' 
 MB1704'UNABLE TO LOCATE LIFE PRESERVER STATION NO. 20.  TRACKS WERE MORE THAN
 MB1704'40' AWAY FROM MOORING PIER.  A SET OF TRACKS MUST HAVE BEEN REMOVED.
 MB1704
 MB1704                          STATION RECOVERY (1996)
 MB1704
 MB1704'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1703 ***********************************************************************
 MB1703  DESIGNATION -  906 3043 HAULAGE
 MB1703  PID         -  MB1703
 MB1703  STATE/COUNTY-  OH/ASHTABULA
 MB1703  USGS QUAD   -  CONNEAUT (1996)
 MB1703
 MB1703                         *CURRENT SURVEY CONTROL
 MB1703  ___________________________________________________________________
 MB1703* NAD 83(1986)-  41 57 56.     (N)    080 32 58.     (W)     SCALED    
 MB1703* NAVD 88     -       177.304  (meters)     581.70   (feet)  ADJUSTED  
 MB1703  ___________________________________________________________________
 MB1703  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 MB1703  DYNAMIC HT  -         177.242 (meters)     581.50  (feet)  COMP
 MB1703  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 MB1703
 MB1703  VERT ORDER  -  FIRST     CLASS II
 MB1703
 MB1703.The horizontal coordinates were scaled from a topographic map and have
 MB1703.an estimated accuracy of +/- 6 seconds.
 MB1703
 MB1703.The orthometric height was determined by differential leveling
 MB1703.and adjusted by the National Geodetic Survey in June 1991..
 MB1703
 MB1703.The geoid height was determined by GEOID03.
 MB1703
 MB1703.The dynamic height is computed by dividing the NAVD 88
 MB1703.geopotential number by the normal gravity value computed on the
 MB1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1703.degrees latitude (g = 980.6199 gals.).
 MB1703
 MB1703.The modeled gravity was interpolated from observed gravity values.
 MB1703
 MB1703;                    North         East    Units  Estimated Accuracy
 MB1703;SPC OH N     -   257,110.      761,690.      MT  (+/- 180 meters Scaled)
 MB1703
 MB1703                          SUPERSEDED SURVEY CONTROL
 MB1703
 MB1703  NGVD 29 (06/03/92)  177.506  (m)          582.37   (f) ADJUSTED    1 2
 MB1703
 MB1703.Superseded values are not recommended for survey control.
 MB1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1703.See file dsdata.txt to determine how the superseded data were derived.
 MB1703
 MB1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG373460(NAD 83)
 MB1703_MARKER: DD = SURVEY DISK
 MB1703_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MB1703_SP_SET: FOUNDATION WALL
 MB1703_STAMPING: HAULAGE 1942 LDK
 MB1703_MARK LOGO: USLS  
 MB1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1703+STABILITY: SURFACE MOTION
 MB1703
 MB1703  HISTORY     - Date     Condition        Report By
 MB1703  HISTORY     - 1942     MONUMENTED       USLS
 MB1703  HISTORY     - 1981     GOOD             NGS
 MB1703  HISTORY     - 19931208 MARK NOT FOUND   OHDT
 MB1703  HISTORY     - 19960616 GOOD             USPSQD
 MB1703
 MB1703                          STATION DESCRIPTION
 MB1703
 MB1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1703'IN CONNEAUT.
 MB1703'IN CONNEAUT, AT THE PITTSBURG AND CONNEAUT DOCK COMPANY, AT DOCK
 MB1703'NUMBER 1 ON THE WEST SIDE OF CONNEAUT HARBOR, THE MARK IS SET
 MB1703'VERTICALLY IN THE EAST FACE OF BUILDING NUMBER 102, DIRECTLY UNDER THE
 MB1703'CONCRETE SILL OF THE MIDDLE ONE OF THREE WINDOWS OF THE BUILDING,
 MB1703'12.03 METERS (39.5 FEET) SOUTH OF THE SOUTHEAST LEG OF AN ELECTRICAL
 MB1703'TOWER NUMBER 90, 10.05 METERS (33.0 FEET) WEST OF THE METAL PIPE GUARD
 MB1703'RAILING OF DOCK NUMBER 1 AND 7.71 METERS (25.3 FEET) NORTH OF THE
 MB1703'SOUTHEAST CORNER OF THE BUILDING.
 MB1703'THE MARK IS 1.21 M ABOVE THE GROUND.
 MB1703
 MB1703                          STATION RECOVERY (1993)
 MB1703
 MB1703'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1703'-------REPORT BY OHDT ----------YEAR 1993--------CONDITION -NOT FOUND
 MB1703' 
 MB1703'BUILDING 102 HAS BEEN DESTROYED, DISK IS BELIEVED DESTROYED.
 MB1703
 MB1703                          STATION RECOVERY (1996)
 MB1703
 MB1703'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1702 ***********************************************************************
 MB1702  DESIGNATION -  906 3043 WL 116 A
 MB1702  PID         -  MB1702
 MB1702  STATE/COUNTY-  OH/ASHTABULA
 MB1702  USGS QUAD   -  CONNEAUT (1996)
 MB1702
 MB1702                         *CURRENT SURVEY CONTROL
 MB1702  ___________________________________________________________________
 MB1702* NAD 83(1986)-  41 57 53.     (N)    080 32 56.     (W)     SCALED    
 MB1702* NAVD 88     -       177.393  (meters)     582.00   (feet)  ADJUSTED  
 MB1702  ___________________________________________________________________
 MB1702  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 MB1702  DYNAMIC HT  -         177.330 (meters)     581.79  (feet)  COMP
 MB1702  MODELED GRAV-     980,266.5   (mgal)                       NAVD 88
 MB1702
 MB1702  VERT ORDER  -  FIRST     CLASS II
 MB1702
 MB1702.The horizontal coordinates were scaled from a topographic map and have
 MB1702.an estimated accuracy of +/- 6 seconds.
 MB1702
 MB1702.The orthometric height was determined by differential leveling
 MB1702.and adjusted by the National Geodetic Survey in June 1991..
 MB1702
 MB1702.The geoid height was determined by GEOID03.
 MB1702
 MB1702.The dynamic height is computed by dividing the NAVD 88
 MB1702.geopotential number by the normal gravity value computed on the
 MB1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1702.degrees latitude (g = 980.6199 gals.).
 MB1702
 MB1702.The modeled gravity was interpolated from observed gravity values.
 MB1702
 MB1702;                    North         East    Units  Estimated Accuracy
 MB1702;SPC OH N     -   257,010.      761,740.      MT  (+/- 180 meters Scaled)
 MB1702
 MB1702                          SUPERSEDED SURVEY CONTROL
 MB1702
 MB1702  NGVD 29 (06/03/92)  177.594  (m)          582.66   (f) ADJUSTED    1 2
 MB1702
 MB1702.Superseded values are not recommended for survey control.
 MB1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1702.See file dsdata.txt to determine how the superseded data were derived.
 MB1702
 MB1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG373459(NAD 83)
 MB1702_MARKER: DD = SURVEY DISK
 MB1702_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MB1702_SP_SET: FOUNDATION WALL
 MB1702_STAMPING: W L 116A 1935 1942 MCK LDK
 MB1702_MARK LOGO: USLS  
 MB1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1702+STABILITY: SURFACE MOTION
 MB1702
 MB1702  HISTORY     - Date     Condition        Report By
 MB1702  HISTORY     - 1942     MONUMENTED       USLS
 MB1702  HISTORY     - 1981     GOOD             NGS
 MB1702  HISTORY     - 19931208 MARK NOT FOUND   OHDT
 MB1702  HISTORY     - 19960616 GOOD             USPSQD
 MB1702
 MB1702                          STATION DESCRIPTION
 MB1702
 MB1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1702'IN CONNEAUT.
 MB1702'IN CONNEAUT, AT THE PITTSBURG AND CONNEAUT DOCK COMPANY ON THE WEST
 MB1702'SIDE OF CONNEAUT HARBOR, THE MARK IS SET VERTICALLY IN THE WEST FACE
 MB1702'OF BUILDING NUMBER 205 NEAR THE NORTHWEST CORNER OF THE BUILDING ABOVE
 MB1702'AND CENTERED BETWEEN TWO BASEMENT WINDOWS, 3.48 METERS (11.4 FT) SOUTH
 MB1702'OF THE NORTHWEST CORNER OF THE BUILDING, 1.10 METERS (3.6 FEET)
 MB1702'NORTHEAST OF THE EAST METAL PIPE RAILING OF STEPS OF THE LOADING
 MB1702'PLATFORM OF THE BUILDING.
 MB1702'THE MARK IS 1.21 M ABOVE THE GROUND.
 MB1702
 MB1702                          STATION RECOVERY (1993)
 MB1702
 MB1702'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1702'-------REPORT BY OHDT--------YEAR 1993-----------CONDITION -NOT FOUND
 MB1702' 
 MB1702'BUILDING 205 IS BELIEVED DESTROYED.
 MB1702
 MB1702                          STATION RECOVERY (1996)
 MB1702
 MB1702'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1701 ***********************************************************************
 MB1701  DESIGNATION -  906 3043 WL 117
 MB1701  PID         -  MB1701
 MB1701  STATE/COUNTY-  OH/ASHTABULA
 MB1701  USGS QUAD   -  CONNEAUT (1996)
 MB1701
 MB1701                         *CURRENT SURVEY CONTROL
 MB1701  ___________________________________________________________________
 MB1701* NAD 83(1986)-  41 57 48.     (N)    080 32 57.     (W)     SCALED    
 MB1701* NAVD 88     -       192.482  (meters)     631.50   (feet)  ADJUSTED  
 MB1701  ___________________________________________________________________
 MB1701  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 MB1701  DYNAMIC HT  -         192.414 (meters)     631.28  (feet)  COMP
 MB1701  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 MB1701
 MB1701  VERT ORDER  -  FIRST     CLASS II
 MB1701
 MB1701.The horizontal coordinates were scaled from a topographic map and have
 MB1701.an estimated accuracy of +/- 6 seconds.
 MB1701
 MB1701.The orthometric height was determined by differential leveling
 MB1701.and adjusted by the National Geodetic Survey in June 1991..
 MB1701
 MB1701.The geoid height was determined by GEOID03.
 MB1701
 MB1701.The dynamic height is computed by dividing the NAVD 88
 MB1701.geopotential number by the normal gravity value computed on the
 MB1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1701.degrees latitude (g = 980.6199 gals.).
 MB1701
 MB1701.The modeled gravity was interpolated from observed gravity values.
 MB1701
 MB1701;                    North         East    Units  Estimated Accuracy
 MB1701;SPC OH N     -   256,860.      761,720.      MT  (+/- 180 meters Scaled)
 MB1701
 MB1701                          SUPERSEDED SURVEY CONTROL
 MB1701
 MB1701  NGVD 29 (06/03/92)  192.683  (m)          632.16   (f) ADJUSTED    1 2
 MB1701
 MB1701.Superseded values are not recommended for survey control.
 MB1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1701.See file dsdata.txt to determine how the superseded data were derived.
 MB1701
 MB1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG373458(NAD 83)
 MB1701_MARKER: DD = SURVEY DISK
 MB1701_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MB1701_SP_SET: STONE FOUNDATION
 MB1701_STAMPING: WL 117 1935 MCK
 MB1701_MARK LOGO: USLS  
 MB1701_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1701+STABILITY: SURFACE MOTION
 MB1701
 MB1701  HISTORY     - Date     Condition        Report By
 MB1701  HISTORY     - 1935     MONUMENTED       USLS
 MB1701  HISTORY     - 1981     GOOD             NGS
 MB1701  HISTORY     - 19931208 GOOD             OHDT
 MB1701  HISTORY     - 19960616 GOOD             USPSQD
 MB1701
 MB1701                          STATION DESCRIPTION
 MB1701
 MB1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1701'IN CONNEAUT.
 MB1701'IN CONNEAUT, ON THE WEST SIDE OF CONNEAUT HARBOR AT THE EAST END OF
 MB1701'PEARL AVENUE, SET VERTICALLY IN THE WEST FACE OF THE PITTSBURGH AND
 MB1701'CONNEAUT DOCK COMPANY MAIN OFFICE BUILDING AND NEAR THE NORTHWEST
 MB1701'CORNER OF THE BUILDING, 12.80 METERS (42.0 FEET) NORTH OF THE MAIN
 MB1701'ENTRANCE DOOR OF THE BUILDING AND 0.94 METER (3.1 FEET) SOUTH OF THE
 MB1701'NORTHWEST CORNER OF THE BUILDING.
 MB1701'THE MARK IS 1.00 M ABOVE THE GROUND.
 MB1701
 MB1701                          STATION RECOVERY (1993)
 MB1701
 MB1701'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1701'RECOVERED IN GOOD CONDITION.
 MB1701
 MB1701                          STATION RECOVERY (1996)
 MB1701
 MB1701'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1678 ***********************************************************************
 MB1678  DESIGNATION -  906 3048 ANGLE
 MB1678  PID         -  MB1678
 MB1678  STATE/COUNTY-  OH/ASHTABULA
 MB1678  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB1678
 MB1678                         *CURRENT SURVEY CONTROL
 MB1678  ___________________________________________________________________
 MB1678* NAD 83(1986)-  41 53 57.     (N)    080 48 03.     (W)     SCALED    
 MB1678* NAVD 88     -       178.673  (meters)     586.20   (feet)  ADJUSTED  
 MB1678  ___________________________________________________________________
 MB1678  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 MB1678  DYNAMIC HT  -         178.610 (meters)     585.99  (feet)  COMP
 MB1678  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 MB1678
 MB1678  VERT ORDER  -  FIRST     CLASS II
 MB1678
 MB1678.The horizontal coordinates were scaled from a topographic map and have
 MB1678.an estimated accuracy of +/- 6 seconds.
 MB1678
 MB1678.The orthometric height was determined by differential leveling
 MB1678.and adjusted by the National Geodetic Survey in June 1991..
 MB1678
 MB1678.The geoid height was determined by GEOID03.
 MB1678
 MB1678.The dynamic height is computed by dividing the NAVD 88
 MB1678.geopotential number by the normal gravity value computed on the
 MB1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1678.degrees latitude (g = 980.6199 gals.).
 MB1678
 MB1678.The modeled gravity was interpolated from observed gravity values.
 MB1678
 MB1678;                    North         East    Units  Estimated Accuracy
 MB1678;SPC OH N     -   249,300.      741,000.      MT  (+/- 180 meters Scaled)
 MB1678
 MB1678                          SUPERSEDED SURVEY CONTROL
 MB1678
 MB1678  NGVD 29 (06/03/92)  178.882  (m)          586.88   (f) ADJUSTED    1 2
 MB1678
 MB1678.Superseded values are not recommended for survey control.
 MB1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1678.See file dsdata.txt to determine how the superseded data were derived.
 MB1678
 MB1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG165386(NAD 83)
 MB1678_MARKER: DD = SURVEY DISK
 MB1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1678_SP_SET: CONCRETE POST
 MB1678_STAMPING: ANGLE
 MB1678_MARK LOGO: USLS  
 MB1678_PROJECTION: RECESSED 12 CENTIMETERS
 MB1678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1678+STABILITY: SURFACE MOTION
 MB1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1678+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2006
 MB1678
 MB1678  HISTORY     - Date     Condition        Report By
 MB1678  HISTORY     - 1900     MONUMENTED       USLS
 MB1678  HISTORY     - 1981     GOOD             NGS
 MB1678  HISTORY     - 1989     GOOD             USPSQD
 MB1678  HISTORY     - 19931028 GOOD             OHDT
 MB1678  HISTORY     - 19960802 GOOD             USPSQD
 MB1678  HISTORY     - 20060917 GOOD             GEOCAC
 MB1678
 MB1678                          STATION DESCRIPTION
 MB1678
 MB1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1678'IN ASHTABULA.
 MB1678'IN ASHTABULA, AT THE ANGLE ON WEST 5TH STREET BETWEEN HULBERT AND
 MB1678'FRANKLIN AVENUES, NEAR THE FRONT ENTRANCE OF BUILDING NUMBER 1147,
 MB1678'2.81 METERS (9.2 FEET) NORTHWEST OF THE NORTHWEST EDGE OF THE CURB OF
 MB1678'WEST 5TH STREET, 2.04 METERS (6.7 FEET) SOUTH-SOUTHWEST OF THE CENTER
 MB1678'OF THE ENTRANCE TO THE BUILDING, 4.78 METERS (15.7 FEET) SOUTHWEST OF
 MB1678'THE EAST CORNER OF THE BUILDING.  NOTE--THE MARK IS REACHED THROUGH
 MB1678'A 1-FOOT SQUARE IRON PLATE MARKED (M).
 MB1678'THE MARK IS 0.12 M BELOW SIDEWALK.
 MB1678
 MB1678                          STATION RECOVERY (1989)
 MB1678
 MB1678'RECOVERY NOTE BY US POWER SQUADRON 1989 (ECM)
 MB1678'RECOVERED IN GOOD CONDITION.
 MB1678
 MB1678                          STATION RECOVERY (1993)
 MB1678
 MB1678'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1678'-------REPORT BY OHDT---------YEAR 1993---------CONDITION  -- GOOD
 MB1678' 
 MB1678'WEST 5TH ST. IS ALSO BRIDGE ST AND S.R.531.
 MB1678
 MB1678                          STATION RECOVERY (1996)
 MB1678
 MB1678'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1678'RECOVERED IN GOOD CONDITION.
 MB1678
 MB1678                          STATION RECOVERY (2006)
 MB1678
 MB1678'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1679 ***********************************************************************
 MB1679  DESIGNATION -  906 3048 ASHTABULA
 MB1679  PID         -  MB1679
 MB1679  STATE/COUNTY-  OH/ASHTABULA
 MB1679  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB1679
 MB1679                         *CURRENT SURVEY CONTROL
 MB1679  ___________________________________________________________________
 MB1679* NAD 83(1986)-  41 53 58.     (N)    080 47 58.     (W)     SCALED    
 MB1679* NAVD 88     -       177.622  (meters)     582.75   (feet)  ADJUSTED  
 MB1679  ___________________________________________________________________
 MB1679  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 MB1679  DYNAMIC HT  -         177.559 (meters)     582.54  (feet)  COMP
 MB1679  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 MB1679
 MB1679  VERT ORDER  -  FIRST     CLASS II
 MB1679
 MB1679.The horizontal coordinates were scaled from a topographic map and have
 MB1679.an estimated accuracy of +/- 6 seconds.
 MB1679
 MB1679.The orthometric height was determined by differential leveling
 MB1679.and adjusted by the National Geodetic Survey in June 1991..
 MB1679
 MB1679.The geoid height was determined by GEOID03.
 MB1679
 MB1679.The dynamic height is computed by dividing the NAVD 88
 MB1679.geopotential number by the normal gravity value computed on the
 MB1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1679.degrees latitude (g = 980.6199 gals.).
 MB1679
 MB1679.The modeled gravity was interpolated from observed gravity values.
 MB1679
 MB1679;                    North         East    Units  Estimated Accuracy
 MB1679;SPC OH N     -   249,330.      741,110.      MT  (+/- 180 meters Scaled)
 MB1679
 MB1679                          SUPERSEDED SURVEY CONTROL
 MB1679
 MB1679  NGVD 29 (06/03/92)  177.831  (m)          583.43   (f) ADJUSTED    1 2
 MB1679
 MB1679.Superseded values are not recommended for survey control.
 MB1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1679.See file dsdata.txt to determine how the superseded data were derived.
 MB1679
 MB1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG166386(NAD 83)
 MB1679_MARKER: DD = SURVEY DISK
 MB1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1679_SP_SET: CONCRETE POST
 MB1679_STAMPING: ASHTABULA
 MB1679_MARK LOGO: USLS  
 MB1679_PROJECTION: RECESSED 12 CENTIMETERS
 MB1679_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1679+STABILITY: SURFACE MOTION
 MB1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1679+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2006
 MB1679
 MB1679  HISTORY     - Date     Condition        Report By
 MB1679  HISTORY     - 1900     MONUMENTED       USLS
 MB1679  HISTORY     - 1981     GOOD             NGS
 MB1679  HISTORY     - 1989     GOOD             USPSQD
 MB1679  HISTORY     - 19931028 GOOD             OHDT
 MB1679  HISTORY     - 19960802 GOOD             USPSQD
 MB1679  HISTORY     - 20060917 GOOD             GEOCAC
 MB1679
 MB1679                          STATION DESCRIPTION
 MB1679
 MB1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1679'IN ASHTABULA.
 MB1679'IN ASHTABULA, AT THE NORTHEAST CORNER OF 5TH STREET AND HULBERT
 MB1679'AVENUE, NEAR THE EAST CORNER OF THE BOARD OF EDUCATION BUILDING, 2.75
 MB1679'METERS (9.0 FEET) NORTH OF THE NORTH CURB OF 5TH STREET, 2.13 METERS
 MB1679'(7.0 FEET) WEST OF THE WEST CURB OF THE AVENUE, 1.25 METERS (4.1 FEET)
 MB1679'WEST-NORTHWEST OF THE WEST CORNER OF THE BUILDING.  NOTE--THE MARK IS
 MB1679'REACHED THROUGH A 1-FOOT SQUARE IRON PLATE MARKED (M).
 MB1679'THE MARK IS 0.12 M BELOW SIDEWALK.
 MB1679
 MB1679                          STATION RECOVERY (1989)
 MB1679
 MB1679'RECOVERY NOTE BY US POWER SQUADRON 1989 (ECM)
 MB1679'RECOVERED IN GOOD CONDITION.
 MB1679
 MB1679                          STATION RECOVERY (1993)
 MB1679
 MB1679'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1679'--------REPORT BY OHDT---------1993-----------CONDITION -- GOOD
 MB1679' 
 MB1679'BOARD OF EDUCTION BUILDING IS NOW THE MARINE NATIONAL BANK BLDG.  LAW
 MB1679'OFFICES ON W 5TH ST WHICH IS ALSO BRIDGE ST OR S.R. 531.
 MB1679
 MB1679                          STATION RECOVERY (1996)
 MB1679
 MB1679'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1679'RECOVERED IN GOOD CONDITION.
 MB1679
 MB1679                          STATION RECOVERY (2006)
 MB1679
 MB1679'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1682 ***********************************************************************
 MB1682  DESIGNATION -  906 3048 CGS
 MB1682  PID         -  MB1682
 MB1682  STATE/COUNTY-  OH/ASHTABULA
 MB1682  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB1682
 MB1682                         *CURRENT SURVEY CONTROL
 MB1682  ___________________________________________________________________
 MB1682* NAD 83(1986)-  41 54 06.     (N)    080 47 50.     (W)     SCALED    
 MB1682* NAVD 88     -       175.814  (meters)     576.82   (feet)  ADJUSTED  
 MB1682  ___________________________________________________________________
 MB1682  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 MB1682  DYNAMIC HT  -         175.752 (meters)     576.61  (feet)  COMP
 MB1682  MODELED GRAV-     980,265.2   (mgal)                       NAVD 88
 MB1682
 MB1682  VERT ORDER  -  FIRST     CLASS II
 MB1682
 MB1682.The horizontal coordinates were scaled from a topographic map and have
 MB1682.an estimated accuracy of +/- 6 seconds.
 MB1682
 MB1682.The orthometric height was determined by differential leveling
 MB1682.and adjusted by the National Geodetic Survey in June 1991..
 MB1682
 MB1682.The geoid height was determined by GEOID03.
 MB1682
 MB1682.The dynamic height is computed by dividing the NAVD 88
 MB1682.geopotential number by the normal gravity value computed on the
 MB1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1682.degrees latitude (g = 980.6199 gals.).
 MB1682
 MB1682.The modeled gravity was interpolated from observed gravity values.
 MB1682
 MB1682;                    North         East    Units  Estimated Accuracy
 MB1682;SPC OH N     -   249,580.      741,290.      MT  (+/- 180 meters Scaled)
 MB1682
 MB1682                          SUPERSEDED SURVEY CONTROL
 MB1682
 MB1682  NGVD 29 (06/03/92)  176.024  (m)          577.51   (f) ADJUSTED    1 2
 MB1682
 MB1682.Superseded values are not recommended for survey control.
 MB1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1682.See file dsdata.txt to determine how the superseded data were derived.
 MB1682
 MB1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG168388(NAD 83)
 MB1682_MARKER: I = METAL ROD
 MB1682_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MB1682+WITH SETTING: INFORMATION.
 MB1682_SP_SET: SHALLOW SET METAL ROD
 MB1682_STAMPING: C.G.S. 1945
 MB1682_MARK LOGO: USLS  
 MB1682_PROJECTION: FLUSH
 MB1682_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1682_ROD/PIPE-DEPTH: 4.26 meters
 MB1682
 MB1682  HISTORY     - Date     Condition        Report By
 MB1682  HISTORY     - 1945     MONUMENTED       USLS
 MB1682  HISTORY     - 1981     GOOD             NGS
 MB1682  HISTORY     - 1989     GOOD             USPSQD
 MB1682  HISTORY     - 19920907 GOOD             USPSQD
 MB1682  HISTORY     - 19931028 GOOD             OHDT
 MB1682  HISTORY     - 19960802 GOOD             USPSQD
 MB1682  HISTORY     - 20040922 GOOD             USPSQD
 MB1682
 MB1682                          STATION DESCRIPTION
 MB1682
 MB1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1682'IN ASHTABULA.
 MB1682'IN ASHTABULA, AT THE ASHTABULA COAST GUARD STATION, AT THE NORTHEAST
 MB1682'CORNER OF THE GARAGE BUILDING, 4.82 METERS (15.8 FEET) SOUTHWEST OF
 MB1682'THE SOUTH GATE POST AT THE ENTRANCE, 1.19 METERS (3.9 FEET) WEST OF A
 MB1682'CHAIN LINK FENCE, 0.28 METER (0.9 FOOT) EAST OF THE NORTHEAST CORNER
 MB1682'OF THE GARAGE BUILDING.  NOTE-ROD ENCASED IN A 5-INCH PVC PIPE WITH AN
 MB1682'ALUMINUM COVER AND STAMPED (C.G.S. 1945) AT THIS TIME.
 MB1682'THE MARK IS ABOVE LEVEL WITH GROUND.
 MB1682
 MB1682                          STATION RECOVERY (1989)
 MB1682
 MB1682'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRP)
 MB1682'RECOVERED IN GOOD CONDITION.
 MB1682
 MB1682                          STATION RECOVERY (1992)
 MB1682
 MB1682'RECOVERY NOTE BY US POWER SQUADRON 1992 (BO)
 MB1682'RECOVERED IN GOOD CONDITION.
 MB1682
 MB1682                          STATION RECOVERY (1993)
 MB1682
 MB1682'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1682'RECOVERED IN GOOD CONDITION.
 MB1682
 MB1682                          STATION RECOVERY (1996)
 MB1682
 MB1682'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1682'RECOVERED IN GOOD CONDITION.
 MB1682
 MB1682                          STATION RECOVERY (2004)
 MB1682
 MB1682'RECOVERY NOTE BY US POWER SQUADRON 2004 (JFE)
 MB1682'THE USCG HAS VACATED THIS BUILDING AND MOVED INTO A NEW BUILDING ON
 MB1682'THE WEST BANK OF THE ASHTABUA RIVER.  THE BUILDING IS CURRENTLY
 MB1682'OCCUPIED BY THE OHIO DEPARTMENT OF NATURAL RESOURCES DIVISION OF WATER
 MB1682'CRAFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1677 ***********************************************************************
 MB1677  DESIGNATION -  906 3048 FRANKLIN
 MB1677  PID         -  MB1677
 MB1677  STATE/COUNTY-  OH/ASHTABULA
 MB1677  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB1677
 MB1677                         *CURRENT SURVEY CONTROL
 MB1677  ___________________________________________________________________
 MB1677* NAD 83(1986)-  41 53 55.     (N)    080 48 06.     (W)     SCALED    
 MB1677* NAVD 88     -       180.492  (meters)     592.16   (feet)  ADJUSTED  
 MB1677  ___________________________________________________________________
 MB1677  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 MB1677  DYNAMIC HT  -         180.428 (meters)     591.95  (feet)  COMP
 MB1677  MODELED GRAV-     980,264.2   (mgal)                       NAVD 88
 MB1677
 MB1677  VERT ORDER  -  FIRST     CLASS II
 MB1677
 MB1677.The horizontal coordinates were scaled from a topographic map and have
 MB1677.an estimated accuracy of +/- 6 seconds.
 MB1677
 MB1677.The orthometric height was determined by differential leveling
 MB1677.and adjusted by the National Geodetic Survey in June 1991..
 MB1677
 MB1677.The geoid height was determined by GEOID03.
 MB1677
 MB1677.The dynamic height is computed by dividing the NAVD 88
 MB1677.geopotential number by the normal gravity value computed on the
 MB1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1677.degrees latitude (g = 980.6199 gals.).
 MB1677
 MB1677.The modeled gravity was interpolated from observed gravity values.
 MB1677
 MB1677;                    North         East    Units  Estimated Accuracy
 MB1677;SPC OH N     -   249,230.      740,930.      MT  (+/- 180 meters Scaled)
 MB1677
 MB1677                          SUPERSEDED SURVEY CONTROL
 MB1677
 MB1677  NGVD 29 (06/03/92)  180.701  (m)          592.85   (f) ADJUSTED    1 2
 MB1677
 MB1677.Superseded values are not recommended for survey control.
 MB1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1677.See file dsdata.txt to determine how the superseded data were derived.
 MB1677
 MB1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG164385(NAD 83)
 MB1677_MARKER: DD = SURVEY DISK
 MB1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1677_SP_SET: CONCRETE POST
 MB1677_STAMPING: FRANKLIN
 MB1677_MARK LOGO: USLS  
 MB1677_PROJECTION: RECESSED 17 CENTIMETERS
 MB1677_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1677+STABILITY: SURFACE MOTION
 MB1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1677+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2006
 MB1677
 MB1677  HISTORY     - Date     Condition        Report By
 MB1677  HISTORY     - 1900     MONUMENTED       USLS
 MB1677  HISTORY     - 1981     GOOD             NGS
 MB1677  HISTORY     - 19931028 GOOD             OHDT
 MB1677  HISTORY     - 19960707 GOOD             USPSQD
 MB1677  HISTORY     - 19960802 GOOD             USPSQD
 MB1677  HISTORY     - 20060917 GOOD             GEOCAC
 MB1677
 MB1677                          STATION DESCRIPTION
 MB1677
 MB1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1677'IN ASHTABULA.
 MB1677'IN ASHTABULA, AT THE WEST CORNER OF 5TH STREET AND FRANKLIN AVENUE,
 MB1677'UNDER THE SIDEWALK NEAR THE CORNER OF THE HARBOR DEPARTMENT STORE,
 MB1677'2.65 METERS (8.7 FEET) NORTHWEST OF THE NORTH EDGE OF THE CURB OF 5TH
 MB1677'STREET, 5.03 METERS (16.5 FEET) SOUTHWEST OF THE WEST EDGE OF THE CURB
 MB1677'OF THE AVENUE, 1.22 METERS (4.0 FEET) SOUTHEAST OF THE EAST CORNER OF
 MB1677'THE BUILDING.  NOTE--MARK IS USUALLY REACHED THROUGH
 MB1677'A 1-FOOT SQUARE IRON PLATE, THE PLATE WAS NOT FOUND
 MB1677'AT THIS TIME.
 MB1677'THE MARK IS 0.17 M BELOW SIDEWALK.
 MB1677
 MB1677                          STATION RECOVERY (1993)
 MB1677
 MB1677'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1677'------REPORT BY OHDT--------YEAR 1993----------CONDITION - GOOD
 MB1677' 
 MB1677'THE BUILDING HAS BEEN REMOVED AND IS NOW A VACANT LOT. THE CITY OF
 MB1677'ASHTABULA TRAFFIC CONTROL AT 1308 WEST 5TH ST IS ACROSS THE STREET. 1'
 MB1677'X 1' PLYWOOD PLATE IS NOW COVERING THE DISK.
 MB1677
 MB1677                          STATION RECOVERY (1996)
 MB1677
 MB1677'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1677'RECOVERED IN GOOD CONDITION.
 MB1677
 MB1677                          STATION RECOVERY (1996)
 MB1677
 MB1677'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1677'RECOVERED IN GOOD CONDITION.
 MB1677
 MB1677                          STATION RECOVERY (2006)
 MB1677
 MB1677'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1680 ***********************************************************************
 MB1680  DESIGNATION -  906 3048 WL 114
 MB1680  PID         -  MB1680
 MB1680  STATE/COUNTY-  OH/ASHTABULA
 MB1680  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB1680
 MB1680                         *CURRENT SURVEY CONTROL
 MB1680  ___________________________________________________________________
 MB1680* NAD 83(1986)-  41 53 58.     (N)    080 47 58.     (W)     SCALED    
 MB1680* NAVD 88     -       178.742  (meters)     586.42   (feet)  ADJUSTED  
 MB1680  ___________________________________________________________________
 MB1680  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 MB1680  DYNAMIC HT  -         178.679 (meters)     586.22  (feet)  COMP
 MB1680  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 MB1680
 MB1680  VERT ORDER  -  FIRST     CLASS II
 MB1680
 MB1680.The horizontal coordinates were scaled from a topographic map and have
 MB1680.an estimated accuracy of +/- 6 seconds.
 MB1680
 MB1680.The orthometric height was determined by differential leveling
 MB1680.and adjusted by the National Geodetic Survey in June 1991..
 MB1680
 MB1680.The geoid height was determined by GEOID03.
 MB1680
 MB1680.The dynamic height is computed by dividing the NAVD 88
 MB1680.geopotential number by the normal gravity value computed on the
 MB1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1680.degrees latitude (g = 980.6199 gals.).
 MB1680
 MB1680.The modeled gravity was interpolated from observed gravity values.
 MB1680
 MB1680;                    North         East    Units  Estimated Accuracy
 MB1680;SPC OH N     -   249,330.      741,110.      MT  (+/- 180 meters Scaled)
 MB1680
 MB1680                          SUPERSEDED SURVEY CONTROL
 MB1680
 MB1680  NGVD 29 (06/03/92)  178.952  (m)          587.11   (f) ADJUSTED    1 2
 MB1680
 MB1680.Superseded values are not recommended for survey control.
 MB1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1680.See file dsdata.txt to determine how the superseded data were derived.
 MB1680
 MB1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG166386(NAD 83)
 MB1680_MARKER: DD = SURVEY DISK
 MB1680_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MB1680_SP_SET: FOUNDATION WALL
 MB1680_STAMPING: WL 114 1935 MCK
 MB1680_MARK LOGO: USLS  
 MB1680_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1680+STABILITY: SURFACE MOTION
 MB1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1680+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2006
 MB1680
 MB1680  HISTORY     - Date     Condition        Report By
 MB1680  HISTORY     - 1935     MONUMENTED       USLS
 MB1680  HISTORY     - 1981     GOOD             NGS
 MB1680  HISTORY     - 1988     GOOD             USPSQD
 MB1680  HISTORY     - 19920907 GOOD             USPSQD
 MB1680  HISTORY     - 19931028 GOOD             OHDT
 MB1680  HISTORY     - 19960802 GOOD             USPSQD
 MB1680  HISTORY     - 20060917 GOOD             GEOCAC
 MB1680
 MB1680                          STATION DESCRIPTION
 MB1680
 MB1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1680'IN ASHTABULA.
 MB1680'IN ASHTABULA, SET VERTICALLY AT THE EAST CORNER OF THE BOARD OF
 MB1680'EDUCATION BUILDING, AT 1105 WEST 5TH STREET, 3.66 METERS (12.0 FEET)
 MB1680'NORTHWEST OF THE NORTHWEST CURB OF WEST 5TH STREET, 3.08 METERS (10.1
 MB1680'FEET) SOUTHWEST OF THE SOUTHWEST CURB OF HULBERT AVENUE, 0.11 METER
 MB1680'(0.35 FOOT) NORTHWEST OF THE WEST CORNER OF THE BUILDING.
 MB1680'THE MARK IS 1.0 M ABOVE SIDEWALK.
 MB1680
 MB1680                          STATION RECOVERY (1988)
 MB1680
 MB1680'RECOVERY NOTE BY US POWER SQUADRON 1988 (KB)
 MB1680'RECOVERED IN GOOD CONDITION.
 MB1680
 MB1680                          STATION RECOVERY (1992)
 MB1680
 MB1680'RECOVERY NOTE BY US POWER SQUADRON 1992 (BO)
 MB1680'RECOVERED IN GOOD CONDITION.
 MB1680
 MB1680                          STATION RECOVERY (1993)
 MB1680
 MB1680'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1680'-------REPORT BY OHDT---------YEAR 1993---------CONDITION - GOOD
 MB1680' 
 MB1680'BUILDING IS NOW THE MARINE NATIONAL BANK, AND LAW OFFICES. STREET IS
 MB1680'ALSO CALLED BRIDGE STREET AND S.R. 531.
 MB1680
 MB1680                          STATION RECOVERY (1996)
 MB1680
 MB1680'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1680'RECOVERED IN GOOD CONDITION.
 MB1680
 MB1680                          STATION RECOVERY (2006)
 MB1680
 MB1680'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1622 ***********************************************************************
 MB1622  TIDAL BM    -  This is a Tidal Bench Mark.
 MB1622  DESIGNATION -  906 3053 D
 MB1622  PID         -  MB1622
 MB1622  STATE/COUNTY-  OH/LAKE
 MB1622  USGS QUAD   -  CHESTERLAND (1994)
 MB1622
 MB1622                         *CURRENT SURVEY CONTROL
 MB1622  ___________________________________________________________________
 MB1622* NAD 83(1986)-  41 45 37.     (N)    081 16 56.     (W)     SCALED    
 MB1622* NAVD 88     -       176.409  (meters)     578.77   (feet)  ADJUSTED  
 MB1622  ___________________________________________________________________
 MB1622  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB1622  DYNAMIC HT  -         176.345 (meters)     578.56  (feet)  COMP
 MB1622  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 MB1622
 MB1622  VERT ORDER  -  FIRST     CLASS II
 MB1622
 MB1622.The horizontal coordinates were scaled from a topographic map and have
 MB1622.an estimated accuracy of +/- 6 seconds.
 MB1622
 MB1622.The orthometric height was determined by differential leveling
 MB1622.and adjusted by the National Geodetic Survey in June 1991..
 MB1622
 MB1622.This Tidal Bench Mark is designated as VM 12723
 MB1622.by the Center for Operational Oceanographic Products and Services.
 MB1622
 MB1622.The geoid height was determined by GEOID03.
 MB1622
 MB1622.The dynamic height is computed by dividing the NAVD 88
 MB1622.geopotential number by the normal gravity value computed on the
 MB1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1622.degrees latitude (g = 980.6199 gals.).
 MB1622
 MB1622.The modeled gravity was interpolated from observed gravity values.
 MB1622
 MB1622;                    North         East    Units  Estimated Accuracy
 MB1622;SPC OH N     -   233,200.      701,270.      MT  (+/- 180 meters Scaled)
 MB1622
 MB1622                          SUPERSEDED SURVEY CONTROL
 MB1622
 MB1622  NGVD 29 (06/03/92)  176.636  (m)          579.51   (f) ADJUSTED    1 2
 MB1622
 MB1622.Superseded values are not recommended for survey control.
 MB1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1622.See file dsdata.txt to determine how the superseded data were derived.
 MB1622
 MB1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG765231(NAD 83)
 MB1622_MARKER: DB = BENCH MARK DISK
 MB1622_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MB1622_SP_SET: SLAB
 MB1622_STAMPING: 3053 D 1982
 MB1622_MARK LOGO: NOS   
 MB1622_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1622+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 MB1622
 MB1622  HISTORY     - Date     Condition        Report By
 MB1622  HISTORY     - 1981     MONUMENTED       NOS
 MB1622  HISTORY     - 1981     GOOD             NGS
 MB1622  HISTORY     - 19891005 GOOD             NGS
 MB1622  HISTORY     - 19940713 GOOD             NOS
 MB1622  HISTORY     - 20040921 GOOD             OHDT
 MB1622
 MB1622                          STATION DESCRIPTION
 MB1622
 MB1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1622'IN FAIRPORT HARBOR.
 MB1622'THE MARK IS ABOVE LEVEL WITH GAGE BUILDING.
 MB1622'IN FAIRPORT HARBOR, AT THE COAST GUARD STATION, AT THE NORTHEAST OF
 MB1622'THE CONCRETE APRON SUPPORTING THE GAGE BUILDING, 29.7 METERS (97.5
 MB1622'FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BOAT GARAGE, 14.5
 MB1622'METERS (47.8 FEET) SOUTH OF THE INSIDE CONCRETE RETAINING WALL, 2.4
 MB1622'METERS (7.94 FEET) EAST OF THE NORTHWEST CORNER OF THE CONCRETE
 MB1622'FOUNDATION OF THE GAGE BUILDING, 0.20 METER (0.65 FOOT) NORTHEAST OF
 MB1622'THE NORTHEAST CORNER OF THE GAGE BUILDING.
 MB1622
 MB1622                          STATION RECOVERY (1989)
 MB1622
 MB1622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1622'IN FAIRPORT HARBOR, AT THE COAST GUARD STATION, AT THE NORTHEAST
 MB1622'CORNER OF THE 8 FOOT SQUARE CONCRETE SLAB SUPPORTING THE GAGE
 MB1622'BUILDING, 29.7 METERS (97.5 FEET) SOUTHEAST OF THE SOUTHEAST CORNER
 MB1622'OF THE BOAT GARAGE, 14.5 METERS (47.8 FEET) SOUTH OF THE INSIDE
 MB1622'CONCRETE RETAINING WALL, 2.4 METERS (7.94 FEET) EAST OF THE NORTHWEST
 MB1622'CORNER OF THE CONCRETE FOUNDATION OF THE GAGE BUILDING, 0.20 METER
 MB1622'(0.65 FOOT) NORTHEAST OF THE NORTHEAST CORNER OF THE GAGE BUILDING.
 MB1622
 MB1622                          STATION RECOVERY (1994)
 MB1622
 MB1622'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MB1622'RECOVERED IN GOOD CONDITION.
 MB1622
 MB1622                          STATION RECOVERY (2004)
 MB1622
 MB1622'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1622'PLEASE NOTIFY COAST GUARD STATION 24 HOURS BEFORE OCCUPYING MARK
 MB1622'440.352.3112
 MB1622' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9235 ***********************************************************************
 AH9235  CBN         -  This is a Cooperative Base Network Control Station.
 AH9235  DESIGNATION -  906 3053 F
 AH9235  PID         -  AH9235
 AH9235  STATE/COUNTY-  OH/LAKE
 AH9235  USGS QUAD   -  CHESTERLAND (1994)
 AH9235
 AH9235                         *CURRENT SURVEY CONTROL
 AH9235  ___________________________________________________________________
 AH9235* NAD 83(1997)-  41 45 04.82073(N)    081 17 11.43605(W)     ADJUSTED  
 AH9235* NAVD 88     -       177.2    (meters)     581.     (feet)  GPS OBS   
 AH9235  ___________________________________________________________________
 AH9235  X           -     721,948.818 (meters)                     COMP
 AH9235  Y           -  -4,710,538.860 (meters)                     COMP
 AH9235  Z           -   4,225,133.944 (meters)                     COMP
 AH9235  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AH9235  ELLIP HEIGHT-         142.74  (meters)          (09/23/04) GPS OBS
 AH9235  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 AH9235
 AH9235  HORZ ORDER  -  A
 AH9235  ELLP ORDER  -  FOURTH    CLASS I
 AH9235
 AH9235.The horizontal coordinates were established by GPS observations
 AH9235.and adjusted by the National Geodetic Survey in May 1999..
 AH9235
 AH9235.The orthometric height was determined by GPS observations and a
 AH9235.high-resolution geoid model.
 AH9235
 AH9235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9235
 AH9235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9235
 AH9235.The ellipsoidal height was determined by GPS observations
 AH9235.and is referenced to NAD 83.
 AH9235
 AH9235.The geoid height was determined by GEOID03.
 AH9235
 AH9235;                    North         East     Units Scale Factor Converg.
 AH9235;SPC OH N     -   232,204.566   700,926.819   MT  1.00001030   +0 47 49.9
 AH9235;UTM  17      - 4,622,207.948   476,179.757   MT  0.99960698   -0 11 26.8
 AH9235
 AH9235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9235!SPC OH N     -   0.99997761  x   1.00001030  =   0.99998791
 AH9235!UTM  17      -   0.99997761  x   0.99960698  =   0.99958460
 AH9235
 AH9235|---------------------------------------------------------------------|
 AH9235| PID    Reference Object                     Distance      Geod. Az  |
 AH9235|                                                           dddmmss.s |
 AH9235| MB1620 X 323                               224.425 METERS 31800     |
 AH9235|---------------------------------------------------------------------|
 AH9235
 AH9235                          SUPERSEDED SURVEY CONTROL
 AH9235
 AH9235  ELLIP H (05/25/99)  142.79   (m)                       GP(       ) 3 1
 AH9235
 AH9235.Superseded values are not recommended for survey control.
 AH9235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9235.See file dsdata.txt to determine how the superseded data were derived.
 AH9235
 AH9235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7618022208(NAD 83)
 AH9235_MARKER: I = METAL ROD
 AH9235_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH9235_STAMPING: 3053 F 1997
 AH9235_MARK LOGO: NOS   
 AH9235_PROJECTION: RECESSED 3 CENTIMETERS
 AH9235_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9235+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AH9235_ROD/PIPE-DEPTH: 4.87 meters
 AH9235_SLEEVE-DEPTH  : 1.22 meters
 AH9235
 AH9235  HISTORY     - Date     Condition        Report By
 AH9235  HISTORY     - 1997     MONUMENTED       NOS
 AH9235  HISTORY     - 2003     GOOD             OHDT
 AH9235
 AH9235                          STATION DESCRIPTION
 AH9235
 AH9235'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH9235'IN FAIRPORT, NEAR THE FAIRPORT COAST GUARD, NEAR THE HIGHLAND STATE
 AH9235'PARK.  FROM THE JUNCTION OF HWY 2 EAST AND 44 NORTH PROCEED 2.75 MILES
 AH9235'(4.43 KM) TO END OF 44 AT A STOP SIGN, BEAR RIGHT AND STAY RIGHT ON A
 AH9235'FEEDER ROAD RUNNING IN FRONT OF SEVERAL DIFFERENT PLANTS FOR 0.1
 AH9235'MILES, (0.2 KM) BM IS SET IN A GRASSY FIELD ACROSS FROM THE LTV STEEL
 AH9235'LIME PLANT YARD AREA, 159.9 FT (48.7 M) SOUTH OF AN UNMARKED POWER
 AH9235'POLE ON WEST SIDE OF ACCESS ROAD, 128.7 FT (39.2 M) SW OF CENTERLINE
 AH9235'OF ACCESS ROAD, 100.0 FT (30.5 M) WSW OF POWER POLE PC6659, 1.6 FT
 AH9235'(0.5 M) ENE OF WITNESS POST, 0.1 FT (3.0 CM) BELOW GROUND LEVEL, BEING
 AH9235'A STAINLESS STEEL ROD, 16.0 FT (4.9 M) LONG, THE ROD IS PROTECTED BY A
 AH9235'5-INCH PVC PIPE ENCASED IN CONCRETE WITH AN ALUMINUM ACCESS COVER
 AH9235'FLUSH WITH GROUND.
 AH9235
 AH9235                          STATION RECOVERY (2003)
 AH9235
 AH9235'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (DRA)
 AH9235'RECOVERED AS DESCRIBED. NOTE--HIGHLAND STATE PARK HAS BEEN RENAMED
 AH9235'HEADLANDS BEACH STATE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1623 ***********************************************************************
 MB1623  TIDAL BM    -  This is a Tidal Bench Mark.
 MB1623  DESIGNATION -  906 3053 FENCE
 MB1623  PID         -  MB1623
 MB1623  STATE/COUNTY-  OH/LAKE
 MB1623  USGS QUAD   -  CHESTERLAND (1994)
 MB1623
 MB1623                         *CURRENT SURVEY CONTROL
 MB1623  ___________________________________________________________________
 MB1623* NAD 83(1986)-  41 45 36.     (N)    081 16 59.     (W)     SCALED    
 MB1623* NAVD 88     -       175.945  (meters)     577.25   (feet)  ADJUSTED  
 MB1623  ___________________________________________________________________
 MB1623  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB1623  DYNAMIC HT  -         175.882 (meters)     577.04  (feet)  COMP
 MB1623  MODELED GRAV-     980,261.2   (mgal)                       NAVD 88
 MB1623
 MB1623  VERT ORDER  -  FIRST     CLASS II
 MB1623
 MB1623.The horizontal coordinates were scaled from a topographic map and have
 MB1623.an estimated accuracy of +/- 6 seconds.
 MB1623
 MB1623.The orthometric height was determined by differential leveling
 MB1623.and adjusted by the National Geodetic Survey in January 1997..
 MB1623
 MB1623.This Tidal Bench Mark is designated as VM 12722
 MB1623.by the Center for Operational Oceanographic Products and Services.
 MB1623
 MB1623.The geoid height was determined by GEOID03.
 MB1623
 MB1623.The dynamic height is computed by dividing the NAVD 88
 MB1623.geopotential number by the normal gravity value computed on the
 MB1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1623.degrees latitude (g = 980.6199 gals.).
 MB1623
 MB1623.The modeled gravity was interpolated from observed gravity values.
 MB1623
 MB1623;                    North         East    Units  Estimated Accuracy
 MB1623;SPC OH N     -   233,170.      701,200.      MT  (+/- 180 meters Scaled)
 MB1623
 MB1623                          SUPERSEDED SURVEY CONTROL
 MB1623
 MB1623  NAVD 88 (06/15/91)  175.950  (m)          577.26   (f) UNKNOWN     1 2
 MB1623  NGVD 29 (06/03/92)  176.178  (m)          578.01   (f) ADJUSTED    1 2
 MB1623
 MB1623.Superseded values are not recommended for survey control.
 MB1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1623.See file dsdata.txt to determine how the superseded data were derived.
 MB1623
 MB1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG764231(NAD 83)
 MB1623_MARKER: I = METAL ROD
 MB1623_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MB1623_SP_SET: COPPER-CLAD STEEL ROD
 MB1623_STAMPING: 906 3053 FENCE
 MB1623_MARK LOGO: NGS   
 MB1623_PROJECTION: FLUSH
 MB1623_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1623+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 MB1623_ROD/PIPE-DEPTH: 4.6  meters
 MB1623
 MB1623  HISTORY     - Date     Condition        Report By
 MB1623  HISTORY     - 1958     MONUMENTED       USLS
 MB1623  HISTORY     - 1981     GOOD             NGS
 MB1623  HISTORY     - 19891015 GOOD             NGS
 MB1623  HISTORY     - 19940713 GOOD             NOS
 MB1623  HISTORY     - 20040921 GOOD             OHDT
 MB1623
 MB1623                          STATION DESCRIPTION
 MB1623
 MB1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1623'IN FAIRPORT HARBOR.
 MB1623'THE MARK IS ABOVE LEVEL WITH GROUND SURFACE.
 MB1623'IN FAIRPORT HARBOR, AT THE FAIRPORT HARBOR COAST GUARD STATION, AT THE
 MB1623'WEST SIDE OF THE GROUNDS ALONG THE NORTH-SOUTH FENCE LINE, 36.89
 MB1623'METERS (121.0 FEET) WEST OF THE NORTHWEST CORNER OF THE MAIN BUILDING,
 MB1623'15.24 METERS (50.0 FEET) SOUTHWEST OF A MULTIPLE TRUNKED POPLAR TREE,
 MB1623'0.40 METER (1.3 FEET) EAST OF THE NORTH-SOUTH FENCE LINE.  NOTE--ROD
 MB1623'ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM COVER AND STAMPED (906
 MB1623'3053 FENCE) AT THIS TIME, PIPE IS FLUSH WITH THE GROUND.
 MB1623
 MB1623                          STATION RECOVERY (1989)
 MB1623
 MB1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1623'IN FAIRPORT HARBOR, AT THE FAIRPORT HARBOR COAST GUARD STATION, AT
 MB1623'THE WEST SIDE OF THE GROUNDS ALONG THE NORTH-SOUTH FENCE LINE, 36.89
 MB1623'METERS (121.0 FEET) WEST OF THE NORTHWEST CORNER OF THE MAIN
 MB1623'BUILDING, 15.24 METERS (50.0 FEET) SOUTHWEST OF A MULTIPLE TRUNKED
 MB1623'POPLAR TREE, 0.40 METER (1.3 FEET) EAST OF THE NORTH-SOUTH FENCE
 MB1623'LINE.  THE ROD WAS ENCASED IN A 5-INCH PVC PIPE WITH AN NGS LOGO
 MB1623'COVER IN 1981, PIPE IS FLUSH WITH THE GROUND.
 MB1623
 MB1623                          STATION RECOVERY (1994)
 MB1623
 MB1623'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MB1623'RECOVERED IN GOOD CONDITION.
 MB1623
 MB1623                          STATION RECOVERY (2004)
 MB1623
 MB1623'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1623'PLEASE NOTIFY COAST GUARD STATION 24 HOURS BEFORE OCCUPYING MARK
 MB1623'440.352.3112
 MB1623' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1621 ***********************************************************************
 MB1621  TIDAL BM    -  This is a Tidal Bench Mark.
 MB1621  DESIGNATION -  906 3053 FLAG
 MB1621  PID         -  MB1621
 MB1621  STATE/COUNTY-  OH/LAKE
 MB1621  USGS QUAD   -  CHESTERLAND (1994)
 MB1621
 MB1621                         *CURRENT SURVEY CONTROL
 MB1621  ___________________________________________________________________
 MB1621* NAD 83(1986)-  41 45 37.     (N)    081 16 56.     (W)     SCALED    
 MB1621* NAVD 88     -       175.981  (meters)     577.36   (feet)  ADJUSTED  
 MB1621  ___________________________________________________________________
 MB1621  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB1621  DYNAMIC HT  -         175.918 (meters)     577.16  (feet)  COMP
 MB1621  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 MB1621
 MB1621  VERT ORDER  -  FIRST     CLASS II
 MB1621
 MB1621.The horizontal coordinates were scaled from a topographic map and have
 MB1621.an estimated accuracy of +/- 6 seconds.
 MB1621
 MB1621.The orthometric height was determined by differential leveling
 MB1621.and adjusted by the National Geodetic Survey in June 1991..
 MB1621
 MB1621.This Tidal Bench Mark is designated as VM 1501
 MB1621.by the Center for Operational Oceanographic Products and Services.
 MB1621
 MB1621.The geoid height was determined by GEOID03.
 MB1621
 MB1621.The dynamic height is computed by dividing the NAVD 88
 MB1621.geopotential number by the normal gravity value computed on the
 MB1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1621.degrees latitude (g = 980.6199 gals.).
 MB1621
 MB1621.The modeled gravity was interpolated from observed gravity values.
 MB1621
 MB1621;                    North         East    Units  Estimated Accuracy
 MB1621;SPC OH N     -   233,200.      701,270.      MT  (+/- 180 meters Scaled)
 MB1621
 MB1621                          SUPERSEDED SURVEY CONTROL
 MB1621
 MB1621  NGVD 29 (06/03/92)  176.209  (m)          578.11   (f) ADJUSTED    1 2
 MB1621
 MB1621.Superseded values are not recommended for survey control.
 MB1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1621.See file dsdata.txt to determine how the superseded data were derived.
 MB1621
 MB1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG765231(NAD 83)
 MB1621_MARKER: DD = SURVEY DISK
 MB1621_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MB1621_SP_SET: FLAG TOWER FOOTING
 MB1621_STAMPING: FLAG
 MB1621_MARK LOGO: USE   
 MB1621_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1621+STABILITY: SURFACE MOTION
 MB1621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1621+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1989
 MB1621
 MB1621  HISTORY     - Date     Condition        Report By
 MB1621  HISTORY     - UNK      MONUMENTED       USE
 MB1621  HISTORY     - 1981     POOR             NGS
 MB1621  HISTORY     - 19891005 GOOD             NGS
 MB1621  HISTORY     - 19940713 GOOD             NOS
 MB1621  HISTORY     - 20040921 MARK NOT FOUND   OHDT
 MB1621
 MB1621                          STATION DESCRIPTION
 MB1621
 MB1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1621'IN FAIRPORT HARBOR.
 MB1621'THE MARK IS 0.18 M BELOW GROUND SURFACE.
 MB1621'IN FAIRPORT HARBOR, AT THE FAIRPORT HARBOR COAST GUARD STATION, AT THE
 MB1621'SOUTHEAST LEG OF THE FLAG TOWER, 19.6 METERS (64.5 FEET)
 MB1621'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE MAIN BUILDING,
 MB1621'14.18 METERS (46.5 FEET) NORTH OF THE WATER LEVEL STATION, 0.09 METER
 MB1621'(0.3 FOOT) SOUTHEAST OF THE BASE OF THE SOUTHEAST LEG OF THE FLAG
 MB1621'TOWER.  NOTE--STAMPING ON DISK NOT LEGIBLE.
 MB1621
 MB1621                          STATION RECOVERY (1989)
 MB1621
 MB1621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1621'IN FAIRPORT HARBOR, AT THE FAIRPORT HARBOR COAST GUARD STATION, AT
 MB1621'THE SOUTHEAST LEG OF THE FLAG TOWER, 19.6 METERS (64.5 FEET)
 MB1621'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE MAIN BUILDING, 14.18
 MB1621'METERS (46.5 FEET) NORTH OF AN UNUSED WATER LEVEL STATION STRUCTURE,
 MB1621'0.09 METER (0.3 FOOT) SOUTHEAST OF THE BASE OF THE SOUTHEAST LEG OF
 MB1621'THE FLAG TOWER.  NOTE--STAMPING ON DISK NOT LEGIBLE.
 MB1621
 MB1621                          STATION RECOVERY (1994)
 MB1621
 MB1621'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MB1621'RECOVERED IN GOOD CONDITION.
 MB1621
 MB1621                          STATION RECOVERY (2004)
 MB1621
 MB1621'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1621'FLAG POLE HAS BEEN REPLACED.  NEW CONCRETE IN AREA
 MB1621' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1624 ***********************************************************************
 MB1624  TIDAL BM    -  This is a Tidal Bench Mark.
 MB1624  DESIGNATION -  906 3053 GARAGE
 MB1624  PID         -  MB1624
 MB1624  STATE/COUNTY-  OH/LAKE
 MB1624  USGS QUAD   -  CHESTERLAND (1994)
 MB1624
 MB1624                         *CURRENT SURVEY CONTROL
 MB1624  ___________________________________________________________________
 MB1624* NAD 83(1986)-  41 45 37.     (N)    081 16 56.     (W)     SCALED    
 MB1624* NAVD 88     -       175.867  (meters)     576.99   (feet)  ADJUSTED  
 MB1624  ___________________________________________________________________
 MB1624  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB1624  DYNAMIC HT  -         175.804 (meters)     576.78  (feet)  COMP
 MB1624  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 MB1624
 MB1624  VERT ORDER  -  FIRST     CLASS II
 MB1624
 MB1624.The horizontal coordinates were scaled from a topographic map and have
 MB1624.an estimated accuracy of +/- 6 seconds.
 MB1624
 MB1624.The orthometric height was determined by differential leveling
 MB1624.and adjusted by the National Geodetic Survey in June 1991..
 MB1624
 MB1624.This Tidal Bench Mark is designated as VM 13963
 MB1624.by the Center for Operational Oceanographic Products and Services.
 MB1624
 MB1624.The geoid height was determined by GEOID03.
 MB1624
 MB1624.The dynamic height is computed by dividing the NAVD 88
 MB1624.geopotential number by the normal gravity value computed on the
 MB1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1624.degrees latitude (g = 980.6199 gals.).
 MB1624
 MB1624.The modeled gravity was interpolated from observed gravity values.
 MB1624
 MB1624;                    North         East    Units  Estimated Accuracy
 MB1624;SPC OH N     -   233,200.      701,270.      MT  (+/- 180 meters Scaled)
 MB1624
 MB1624                          SUPERSEDED SURVEY CONTROL
 MB1624
 MB1624  NGVD 29 (06/03/92)  176.094  (m)          577.74   (f) ADJUSTED    1 2
 MB1624
 MB1624.Superseded values are not recommended for survey control.
 MB1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1624.See file dsdata.txt to determine how the superseded data were derived.
 MB1624
 MB1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG765231(NAD 83)
 MB1624_MARKER: I = METAL ROD
 MB1624_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MB1624_SP_SET: COPPER-CLAD STEEL ROD
 MB1624_STAMPING: 906 3053 GARAGE
 MB1624_MARK LOGO: NGS   
 MB1624_PROJECTION: FLUSH
 MB1624_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1624+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 MB1624_ROD/PIPE-DEPTH: 3.0  meters
 MB1624
 MB1624  HISTORY     - Date     Condition        Report By
 MB1624  HISTORY     - 1975     MONUMENTED       USLS
 MB1624  HISTORY     - 1981     GOOD             NGS
 MB1624  HISTORY     - 19891005 GOOD             NGS
 MB1624  HISTORY     - 19940713 GOOD             NOS
 MB1624  HISTORY     - 20040921 GOOD             OHDT
 MB1624
 MB1624                          STATION DESCRIPTION
 MB1624
 MB1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1624'IN FAIRPORT HARBOR.
 MB1624'THE MARK IS ABOVE LEVEL WITH GROUND.
 MB1624'IN FAIRPORT HARBOR, AT THE FAIRPORT HARBOR COAST GUARD STATION, AT THE
 MB1624'NORTHEAST CORNER OF A FOUR-UNIT GARAGE, 3.84 METERS (12.6 FEET)
 MB1624'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BARBECUE GRILL, 0.49 METER
 MB1624'(1.6 FEET) NORTH OF THE NORTHEAST CORNER OF THE GARAGE, 10.24 METERS
 MB1624'(33.6 FEET) SOUTH OF A SMALL FIRE HYDRANT.  NOTE--ROD ENCASED IN A
 MB1624'5-INCH PVC PIPE WITH AN ALUMINUM COVER AND STAMPED (906 3053 GARAGE)
 MB1624'AT THIS TIME, PIPE IS FLUSH WITH THE GROUND.
 MB1624
 MB1624                          STATION RECOVERY (1989)
 MB1624
 MB1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1624'IN FAIRPORT HARBOR, AT THE FAIRPORT HARBOR COAST GUARD STATION, AT
 MB1624'THE NORTHEAST CORNER OF A FOUR-UNIT GARAGE, 3.84 METERS (12.6 FEET)
 MB1624'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BARBECUE GRILL, 0.49
 MB1624'METER (1.6 FEET) NORTH OF THE NORTHEAST CORNER OF THE GARAGE, 10.24
 MB1624'METERS (33.6 FEET) SOUTH OF A SMALL FIRE HYDRANT.  THE ROD WAS
 MB1624'ENCASED IN A 5-INCH PVC PIPE WITH AN NGS LOGO COVER IN 1981, PIPE IS
 MB1624'FLUSH WITH THE GROUND.
 MB1624
 MB1624                          STATION RECOVERY (1994)
 MB1624
 MB1624'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MB1624'RECOVERED IN GOOD CONDITION.
 MB1624
 MB1624                          STATION RECOVERY (2004)
 MB1624
 MB1624'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1624'PLEASE NOTIFY COAST GUARD STATION 24 HOURS BEFORE OCCUPYING MARK
 MB1624'440.352.3112
 MB1624' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1634 ***********************************************************************
 MB1634  TIDAL BM    -  This is a Tidal Bench Mark.
 MB1634  DESIGNATION -  906 3053 GATE
 MB1634  PID         -  MB1634
 MB1634  STATE/COUNTY-  OH/LAKE
 MB1634  USGS QUAD   -  CHESTERLAND (1994)
 MB1634
 MB1634                         *CURRENT SURVEY CONTROL
 MB1634  ___________________________________________________________________
 MB1634* NAD 83(1986)-  41 45 30.     (N)    081 16 47.     (W)     SCALED    
 MB1634* NAVD 88     -       175.849  (meters)     576.93   (feet)  ADJUSTED  
 MB1634  ___________________________________________________________________
 MB1634  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 MB1634  DYNAMIC HT  -         175.785 (meters)     576.72  (feet)  COMP
 MB1634  MODELED GRAV-     980,260.8   (mgal)                       NAVD 88
 MB1634
 MB1634  VERT ORDER  -  FIRST     CLASS II
 MB1634
 MB1634.The horizontal coordinates were scaled from a topographic map and have
 MB1634.an estimated accuracy of +/- 6 seconds.
 MB1634
 MB1634.The orthometric height was determined by differential leveling
 MB1634.and adjusted by the National Geodetic Survey in June 1991..
 MB1634
 MB1634.This Tidal Bench Mark is designated as VM 13029
 MB1634.by the Center for Operational Oceanographic Products and Services.
 MB1634
 MB1634.The geoid height was determined by GEOID03.
 MB1634
 MB1634.The dynamic height is computed by dividing the NAVD 88
 MB1634.geopotential number by the normal gravity value computed on the
 MB1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1634.degrees latitude (g = 980.6199 gals.).
 MB1634
 MB1634.The modeled gravity was interpolated from observed gravity values.
 MB1634
 MB1634;                    North         East    Units  Estimated Accuracy
 MB1634;SPC OH N     -   232,990.      701,480.      MT  (+/- 180 meters Scaled)
 MB1634
 MB1634                          SUPERSEDED SURVEY CONTROL
 MB1634
 MB1634  NGVD 29 (06/03/92)  176.074  (m)          577.67   (f) ADJUSTED    1 2
 MB1634
 MB1634.Superseded values are not recommended for survey control.
 MB1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1634.See file dsdata.txt to determine how the superseded data were derived.
 MB1634
 MB1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG767229(NAD 83)
 MB1634_MARKER: I = METAL ROD
 MB1634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MB1634_SP_SET: COPPER-CLAD STEEL ROD
 MB1634_MARK LOGO: USLS  
 MB1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1634+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1989
 MB1634
 MB1634  HISTORY     - Date     Condition        Report By
 MB1634  HISTORY     - 1951     MONUMENTED       USLS
 MB1634  HISTORY     - 1981     GOOD             NGS
 MB1634  HISTORY     - 19891011 GOOD             NGS
 MB1634  HISTORY     - 19970905 GOOD             USPSQD
 MB1634
 MB1634                          STATION DESCRIPTION
 MB1634
 MB1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1634'IN FAIRPORT HARBOR.
 MB1634'THE MARK IS 0.77 M BELOW GROUND SURFACE.
 MB1634'IN FAIRPORT HARBOR, NEAR THE NORTH END OF WATER STREET, BETWEEN THE
 MB1634'STREET AND THE WIRE FENCE, 11.58 METERS (38.0 FEET) WEST OF THE CENTER
 MB1634'LINE OF THE STREET, 0.30 METER (1.0 FEET) EAST OF THE WIRE FENCE,
 MB1634'2.23 METERS (7.0 FEET NORTH OF POWER POLE NUMBER 398527, 2.75 METERS
 MB1634'(9.0 FEET) SOUTH OF THE END OF THE WIRE FENCE.  NOTE--DUE TO
 MB1634'WINDBLOWN SAND, ROD MAY BE FOUND DEEPER OR COVERED.
 MB1634'THE MARK IS 0.75 METERS  W FROM A WITNESS POST.
 MB1634
 MB1634                          STATION RECOVERY (1989)
 MB1634
 MB1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1634'IN FAIRPORT HARBOR, AT A BOAT LAUNCHING AREA NEAR THE NORTH END OF
 MB1634'WATER STREET, BETWEEN THE STREET AND A WIRE FENCE, 11.58 METERS (38.0
 MB1634'FEET) WEST OF THE CENTER LINE OF THE STREET, 0.30 METER (1.0 FEET)
 MB1634'EAST OF THE WIRE FENCE, 2.23 METERS (7.0 FEET NORTH OF POWER POLE
 MB1634'NUMBER 398527, 2.75 METERS (9.0 FEET) SOUTH OF THE END OF THE WIRE
 MB1634'FENCE, AND 0.85 M (2.8 FT) SOUTH-SOUTHWEST OF A WITNESS POST.  THE
 MB1634'MARK IS A 4 CM DIAMETER STEEL ROD PROJECTING 0.30 M (1.0 FT) ABOVE
 MB1634'THE ROAD SURFACE AND BURIED ABOUT 0.7 M (2.3 FT) UNDER A SAND PILE.
 MB1634
 MB1634                          STATION RECOVERY (1997)
 MB1634
 MB1634'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1632 ***********************************************************************
 MB1632  TIDAL BM    -  This is a Tidal Bench Mark.
 MB1632  DESIGNATION -  906 3053 LIGHTHOUSE
 MB1632  PID         -  MB1632
 MB1632  STATE/COUNTY-  OH/LAKE
 MB1632  USGS QUAD   -  CHESTERLAND (1994)
 MB1632
 MB1632                         *CURRENT SURVEY CONTROL
 MB1632  ___________________________________________________________________
 MB1632* NAD 83(1986)-  41 45 25.     (N)    081 16 47.     (W)     SCALED    
 MB1632* NAVD 88     -       187.009  (meters)     613.55   (feet)  ADJUSTED  
 MB1632  ___________________________________________________________________
 MB1632  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 MB1632  DYNAMIC HT  -         186.942 (meters)     613.33  (feet)  COMP
 MB1632  MODELED GRAV-     980,260.7   (mgal)                       NAVD 88
 MB1632
 MB1632  VERT ORDER  -  FIRST     CLASS II
 MB1632
 MB1632.The horizontal coordinates were scaled from a topographic map and have
 MB1632.an estimated accuracy of +/- 6 seconds.
 MB1632
 MB1632.The orthometric height was determined by differential leveling
 MB1632.and adjusted by the National Geodetic Survey in June 1991..
 MB1632
 MB1632.This Tidal Bench Mark is designated as VM 13027
 MB1632.by the Center for Operational Oceanographic Products and Services.
 MB1632
 MB1632.The geoid height was determined by GEOID03.
 MB1632
 MB1632.The dynamic height is computed by dividing the NAVD 88
 MB1632.geopotential number by the normal gravity value computed on the
 MB1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1632.degrees latitude (g = 980.6199 gals.).
 MB1632
 MB1632.The modeled gravity was interpolated from observed gravity values.
 MB1632
 MB1632;                    North         East    Units  Estimated Accuracy
 MB1632;SPC OH N     -   232,840.      701,480.      MT  (+/- 180 meters Scaled)
 MB1632
 MB1632                          SUPERSEDED SURVEY CONTROL
 MB1632
 MB1632  NGVD 29 (06/03/92)  187.235  (m)          614.29   (f) ADJUSTED    1 2
 MB1632
 MB1632.Superseded values are not recommended for survey control.
 MB1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1632.See file dsdata.txt to determine how the superseded data were derived.
 MB1632
 MB1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG767228(NAD 83)
 MB1632_MARKER: X = CHISELED CROSS
 MB1632_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MB1632_SP_SET: LIGHTHOUSE FOUNDATION
 MB1632_MARK LOGO: USE   
 MB1632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB1632+STABILITY: POSITION/ELEVATION WELL
 MB1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1632+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 MB1632
 MB1632  HISTORY     - Date     Condition        Report By
 MB1632  HISTORY     - 1888     MONUMENTED       USE
 MB1632  HISTORY     - 1981     GOOD             NGS
 MB1632  HISTORY     - 19891011 GOOD             NGS
 MB1632  HISTORY     - 19970905 GOOD             USPSQD
 MB1632  HISTORY     - 20041117 GOOD             OHDT
 MB1632
 MB1632                          STATION DESCRIPTION
 MB1632
 MB1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1632'IN FAIRPORT HARBOR.
 MB1632'THE MARK IS 0.30 M ABOVE HIGH STREET.
 MB1632'IN FAIRPORT HARBOR, AT THE NORTHWEST ANGLE OF HIGH STREET AND SECOND
 MB1632'STREET JUNCTION, IN THE FOUNDATION OF THE LIGHTHOUSE, 14.33 METERS
 MB1632'(47.0 FEET) WEST OF THE CENTER LINE OF HIGH STREET, 20.12 METERS (66.0
 MB1632'FEET) NORTH OF THE CENTER OF SECOND STREET, 0.37 METER (1.2 FEET) EAST
 MB1632'OF THE EAST EDGE OF THE LIGHTHOUSE.
 MB1632
 MB1632                          STATION RECOVERY (1989)
 MB1632
 MB1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1632'IN FAIRPORT HARBOR, AT THE NORTHWEST ANGLE OF HIGH STREET AND SECOND
 MB1632'STREET JUNCTION, IN THE FOUNDATION OF THE LIGHTHOUSE, 14.33 METERS
 MB1632'(47.0 FEET) WEST OF THE CENTER LINE OF HIGH STREET, 20.12 METERS
 MB1632'(66.0 FEET) NORTH OF THE CENTER OF SECOND STREET, 0.37 METER (1.2
 MB1632'FEET) EAST OF THE EAST EDGE OF THE LIGHTHOUSE.
 MB1632
 MB1632                          STATION RECOVERY (1997)
 MB1632
 MB1632'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1632'RECOVERED IN GOOD CONDITION.
 MB1632
 MB1632                          STATION RECOVERY (2004)
 MB1632
 MB1632'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1632'MARK POORLY SUITED AS GPS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1633 ***********************************************************************
 MB1633  TIDAL BM    -  This is a Tidal Bench Mark.
 MB1633  DESIGNATION -  906 3053 WORKS
 MB1633  PID         -  MB1633
 MB1633  STATE/COUNTY-  OH/LAKE
 MB1633  USGS QUAD   -  CHESTERLAND (1994)
 MB1633
 MB1633                         *CURRENT SURVEY CONTROL
 MB1633  ___________________________________________________________________
 MB1633* NAD 83(1986)-  41 45 30.     (N)    081 16 42.     (W)     SCALED    
 MB1633* NAVD 88     -       175.847  (meters)     576.92   (feet)  ADJUSTED  
 MB1633  ___________________________________________________________________
 MB1633  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 MB1633  DYNAMIC HT  -         175.784 (meters)     576.72  (feet)  COMP
 MB1633  MODELED GRAV-     980,260.8   (mgal)                       NAVD 88
 MB1633
 MB1633  VERT ORDER  -  FIRST     CLASS II
 MB1633
 MB1633.The horizontal coordinates were scaled from a topographic map and have
 MB1633.an estimated accuracy of +/- 6 seconds.
 MB1633
 MB1633.The orthometric height was determined by differential leveling
 MB1633.and adjusted by the National Geodetic Survey in June 1991..
 MB1633
 MB1633.This Tidal Bench Mark is designated as VM 13028
 MB1633.by the Center for Operational Oceanographic Products and Services.
 MB1633
 MB1633.The geoid height was determined by GEOID03.
 MB1633
 MB1633.The dynamic height is computed by dividing the NAVD 88
 MB1633.geopotential number by the normal gravity value computed on the
 MB1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1633.degrees latitude (g = 980.6199 gals.).
 MB1633
 MB1633.The modeled gravity was interpolated from observed gravity values.
 MB1633
 MB1633;                    North         East    Units  Estimated Accuracy
 MB1633;SPC OH N     -   232,990.      701,600.      MT  (+/- 180 meters Scaled)
 MB1633
 MB1633                          SUPERSEDED SURVEY CONTROL
 MB1633
 MB1633  NGVD 29 (06/03/92)  176.072  (m)          577.66   (f) ADJUSTED    1 2
 MB1633
 MB1633.Superseded values are not recommended for survey control.
 MB1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1633.See file dsdata.txt to determine how the superseded data were derived.
 MB1633
 MB1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG768229(NAD 83)
 MB1633_MARKER: I = METAL ROD
 MB1633_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MB1633_SP_SET: COPPER-CLAD STEEL ROD
 MB1633_STAMPING: 906 3053 WORKS
 MB1633_MARK LOGO: USLS  
 MB1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1633+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1989
 MB1633
 MB1633  HISTORY     - Date     Condition        Report By
 MB1633  HISTORY     - UNK      MONUMENTED       USLS
 MB1633  HISTORY     - 1981     GOOD             NGS
 MB1633  HISTORY     - 19891011 GOOD             NGS
 MB1633  HISTORY     - 19970905 GOOD             USPSQD
 MB1633
 MB1633                          STATION DESCRIPTION
 MB1633
 MB1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1633'IN FAIRPORT HARBOR.
 MB1633'THE MARK IS ABOVE LEVEL WITH GROUND SURFACE.
 MB1633'IN FAIRPORT HARBOR, AT THE FAIRPORT HARBOR WATER WORKS BUILDING,
 MB1633'27.9 METERS (91.5 FEET) WEST-SOUTHWEST OF THE CENTER OF GATE ENTRANCE,
 MB1633'8.14 METERS (26.7 FEET) NORTH OF THE EAST-WEST FENCE LINE, 0.30 METERS
 MB1633'(1.0 FOOT) EAST OF THE SOUTHEAST CORNER OF THE CONCRETE SLAB COVERING
 MB1633'WATER FILTERS.  NOTE--ROD ENCASED IN A 5-INCH PVC PIPE WITH AN
 MB1633'ALUMINUM CAP AND STAMPED (906 3053 WORKS) AT THIS TIME, PIPE
 MB1633'IS FLUSH WITH THE GROUND.
 MB1633
 MB1633                          STATION RECOVERY (1989)
 MB1633
 MB1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1633'IN FAIRPORT HARBOR, AT THE SOUTHEAST CORNER OF THE FAIRPORT HARBOR
 MB1633'WATER WORKS BUILDING, UNDER A GUARDRAIL, 27.9 METERS (91.5 FEET)
 MB1633'WEST-SOUTHWEST OF THE CENTER OF GATE ENTRANCE, 8.14 METERS (26.7
 MB1633'FEET) NORTH OF THE EAST-WEST FENCE LINE, 0.30 METERS (1.0 FOOT) EAST
 MB1633'OF THE SOUTHEAST CORNER OF THE CONCRETE SLAB COVERING WATER FILTERS.
 MB1633'THE ROD WAS ENCASED IN A 5-INCH PVC PIPE WITH AN NGS LOGO CAP IN
 MB1633'1981, PIPE IS FLUSH WITH THE GROUND.
 MB1633
 MB1633                          STATION RECOVERY (1997)
 MB1633
 MB1633'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1611 ***********************************************************************
 MB1611  DESIGNATION -  906 3058 F RANGE 12
 MB1611  PID         -  MB1611
 MB1611  STATE/COUNTY-  OH/LAKE
 MB1611  USGS QUAD   -  MENTOR (1992)
 MB1611
 MB1611                         *CURRENT SURVEY CONTROL
 MB1611  ___________________________________________________________________
 MB1611* NAD 83(1986)-  41 43 34.     (N)    081 21 10.     (W)     SCALED    
 MB1611* NAVD 88     -       175.205  (meters)     574.82   (feet)  ADJUSTED  
 MB1611  ___________________________________________________________________
 MB1611  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MB1611  DYNAMIC HT  -         175.143 (meters)     574.62  (feet)  COMP
 MB1611  MODELED GRAV-     980,262.9   (mgal)                       NAVD 88
 MB1611
 MB1611  VERT ORDER  -  FIRST     CLASS II
 MB1611
 MB1611.The horizontal coordinates were scaled from a topographic map and have
 MB1611.an estimated accuracy of +/- 6 seconds.
 MB1611
 MB1611.The orthometric height was determined by differential leveling
 MB1611.and adjusted by the National Geodetic Survey in June 1991..
 MB1611
 MB1611.The geoid height was determined by GEOID03.
 MB1611
 MB1611.The dynamic height is computed by dividing the NAVD 88
 MB1611.geopotential number by the normal gravity value computed on the
 MB1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1611.degrees latitude (g = 980.6199 gals.).
 MB1611
 MB1611.The modeled gravity was interpolated from observed gravity values.
 MB1611
 MB1611;                    North         East    Units  Estimated Accuracy
 MB1611;SPC OH N     -   229,330.      695,450.      MT  (+/- 180 meters Scaled)
 MB1611
 MB1611                          SUPERSEDED SURVEY CONTROL
 MB1611
 MB1611  NGVD 29 (06/03/92)  175.435  (m)          575.57   (f) ADJUSTED    1 2
 MB1611
 MB1611.Superseded values are not recommended for survey control.
 MB1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1611.See file dsdata.txt to determine how the superseded data were derived.
 MB1611
 MB1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG706194(NAD 83)
 MB1611_MARKER: DB = BENCH MARK DISK
 MB1611_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MB1611+WITH SETTING: PAVEMENT
 MB1611_SP_SET: HOIST FOUNDATION
 MB1611_STAMPING: F RANGE 12 1947 MCK
 MB1611_MARK LOGO: USLS  
 MB1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1611+STABILITY: SURFACE MOTION
 MB1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1611+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1989
 MB1611
 MB1611  HISTORY     - Date     Condition        Report By
 MB1611  HISTORY     - 1947     MONUMENTED       USLS
 MB1611  HISTORY     - 1981     GOOD             NGS
 MB1611  HISTORY     - 19891012 GOOD             NGS
 MB1611  HISTORY     - 19970905 GOOD             USPSQD
 MB1611  HISTORY     - 20040921 MARK NOT FOUND   OHDT
 MB1611
 MB1611                          STATION DESCRIPTION
 MB1611
 MB1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1611'IN MENTOR HARBOR.
 MB1611'THE MARK IS ABOVE LEVEL WITH GROUND.
 MB1611'IN MENTOR HARBOR, IN TOP OF THE SOUTHEAST ONE OF FOUR CONCRETE
 MB1611'FOUNDATIONS FOR A FIXED LEG HOIST OF THE MENTOR HARBOR YACHT CLUB,
 MB1611'1.68 METERS (5.5 FEET) NORTH OF THE WATER EDGE AT THE SLIP, 0.55 METER
 MB1611'(1.8 FEET) NORTH OF THE SOUTH EDGE OF THE FOUNDATION, 0.49 METER (1.6
 MB1611'FEET) EAST OF THE WEST EDGE OF THE FOUNDATION.
 MB1611
 MB1611                          STATION RECOVERY (1989)
 MB1611
 MB1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1611'IN MENTOR HARBOR, IN TOP OF THE SOUTHEAST ONE OF FOUR CONCRETE
 MB1611'FOUNDATIONS FOR A FIXED LEG HOIST OF THE MENTOR HARBOR YACHT CLUB,
 MB1611'1.68 METERS (5.5 FEET) NORTH OF THE WATER EDGE AT THE SLIP, 0.55
 MB1611'METER (1.8 FEET) NORTH OF THE SOUTH EDGE OF THE FOUNDATION, 0.49
 MB1611'METER (1.6 FEET) EAST OF THE WEST EDGE OF THE FOUNDATION.
 MB1611
 MB1611                          STATION RECOVERY (1997)
 MB1611
 MB1611'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1611'RECOVERED IN GOOD CONDITION.
 MB1611
 MB1611                          STATION RECOVERY (2004)
 MB1611
 MB1611'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1609 ***********************************************************************
 MB1609  DESIGNATION -  906 3058 GATE
 MB1609  PID         -  MB1609
 MB1609  STATE/COUNTY-  OH/LAKE
 MB1609  USGS QUAD   -  MENTOR (1992)
 MB1609
 MB1609                         *CURRENT SURVEY CONTROL
 MB1609  ___________________________________________________________________
 MB1609* NAD 83(1986)-  41 43 27.     (N)    081 21 04.     (W)     SCALED    
 MB1609* NAVD 88     -       179.994  (meters)     590.53   (feet)  ADJUSTED  
 MB1609  ___________________________________________________________________
 MB1609  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 MB1609  DYNAMIC HT  -         179.929 (meters)     590.32  (feet)  COMP
 MB1609  MODELED GRAV-     980,262.7   (mgal)                       NAVD 88
 MB1609
 MB1609  VERT ORDER  -  FIRST     CLASS II
 MB1609
 MB1609.The horizontal coordinates were scaled from a topographic map and have
 MB1609.an estimated accuracy of +/- 6 seconds.
 MB1609
 MB1609.The orthometric height was determined by differential leveling
 MB1609.and adjusted by the National Geodetic Survey in June 1991..
 MB1609
 MB1609.The geoid height was determined by GEOID03.
 MB1609
 MB1609.The dynamic height is computed by dividing the NAVD 88
 MB1609.geopotential number by the normal gravity value computed on the
 MB1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1609.degrees latitude (g = 980.6199 gals.).
 MB1609
 MB1609.The modeled gravity was interpolated from observed gravity values.
 MB1609
 MB1609;                    North         East    Units  Estimated Accuracy
 MB1609;SPC OH N     -   229,110.      695,590.      MT  (+/- 180 meters Scaled)
 MB1609
 MB1609                          SUPERSEDED SURVEY CONTROL
 MB1609
 MB1609  NGVD 29 (06/03/92)  180.223  (m)          591.28   (f) ADJUSTED    1 2
 MB1609
 MB1609.Superseded values are not recommended for survey control.
 MB1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1609.See file dsdata.txt to determine how the superseded data were derived.
 MB1609
 MB1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG707192(NAD 83)
 MB1609_MARKER: I = METAL ROD
 MB1609_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MB1609_SP_SET: COPPER-CLAD STEEL ROD
 MB1609_STAMPING: 906 3058 GATE
 MB1609_MARK LOGO: USLS  
 MB1609_PROJECTION: FLUSH
 MB1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1609_ROD/PIPE-DEPTH: 4.0  meters
 MB1609
 MB1609  HISTORY     - Date     Condition        Report By
 MB1609  HISTORY     - 1964     MONUMENTED       USLS
 MB1609  HISTORY     - 1981     GOOD             NGS
 MB1609  HISTORY     - 19891012 GOOD             NGS
 MB1609
 MB1609                          STATION DESCRIPTION
 MB1609
 MB1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1609'IN MENTOR HARBOR.
 MB1609'IN MENTOR HARBOR, ON THE PROPERTY OF THE MENTOR HARBOR YACHT CLUB NEAR
 MB1609'THE MAIN GATE ENTRANCE, AT A STUCCO HOUSE NUMBER 5382, 12.2 METERS
 MB1609'(40.0 FEET) WEST OF THE NORTHWEST CORNER OF THE SMALL GATE HOUSE, 5.8
 MB1609'METERS (19.0 FEET) NORTH OF THE CENTER OF A MULTITRUNK WILLOW TREE,
 MB1609'0.3 METER (1.0 FEET) SOUTH OF THE SOUTHEAST CORNER OF A STUCCO COVERED
 MB1609'HOUSE AND IN LINE WITH THE EAST FACE OF THE HOUSE.  NOTE-AT THIS TIME
 MB1609'THE MARK WAS INCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM ACCESS
 MB1609'COVER.
 MB1609
 MB1609                          STATION RECOVERY (1989)
 MB1609
 MB1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1609'IN MENTOR HARBOR, ON THE PROPERTY OF THE MENTOR HARBOR YACHT CLUB
 MB1609'NEAR THE MAIN GATE ENTRANCE, AT A STUCCO HOUSE NUMBER 5382, 12.2
 MB1609'METERS (40.0 FEET) WEST OF THE NORTHWEST CORNER OF THE SMALL GATE
 MB1609'HOUSE, 0.3 METER (1.0 FEET) SOUTH OF THE SOUTHEAST CORNER OF A STUCCO
 MB1609'COVERED HOUSE AND IN LINE WITH THE EAST FACE OF THE HOUSE.  A 5-INCH
 MB1609'PIPE WITH NGS LOGO ON ACCESS COVER WAS PLACED OVER THE MARK IN 1981.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1610 ***********************************************************************
 MB1610  DESIGNATION -  906 3058 MENTOR
 MB1610  PID         -  MB1610
 MB1610  STATE/COUNTY-  OH/LAKE
 MB1610  USGS QUAD   -  MENTOR (1992)
 MB1610
 MB1610                         *CURRENT SURVEY CONTROL
 MB1610  ___________________________________________________________________
 MB1610* NAD 83(1986)-  41 43 32.     (N)    081 21 07.     (W)     SCALED    
 MB1610* NAVD 88     -       176.088  (meters)     577.72   (feet)  ADJUSTED  
 MB1610  ___________________________________________________________________
 MB1610  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MB1610  DYNAMIC HT  -         176.025 (meters)     577.51  (feet)  COMP
 MB1610  MODELED GRAV-     980,262.9   (mgal)                       NAVD 88
 MB1610
 MB1610  VERT ORDER  -  FIRST     CLASS II
 MB1610
 MB1610.The horizontal coordinates were scaled from a topographic map and have
 MB1610.an estimated accuracy of +/- 6 seconds.
 MB1610
 MB1610.The orthometric height was determined by differential leveling
 MB1610.and adjusted by the National Geodetic Survey in June 1991..
 MB1610
 MB1610.The geoid height was determined by GEOID03.
 MB1610
 MB1610.The dynamic height is computed by dividing the NAVD 88
 MB1610.geopotential number by the normal gravity value computed on the
 MB1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1610.degrees latitude (g = 980.6199 gals.).
 MB1610
 MB1610.The modeled gravity was interpolated from observed gravity values.
 MB1610
 MB1610;                    North         East    Units  Estimated Accuracy
 MB1610;SPC OH N     -   229,270.      695,520.      MT  (+/- 180 meters Scaled)
 MB1610
 MB1610                          SUPERSEDED SURVEY CONTROL
 MB1610
 MB1610  NGVD 29 (06/03/92)  176.317  (m)          578.47   (f) ADJUSTED    1 2
 MB1610
 MB1610.Superseded values are not recommended for survey control.
 MB1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1610.See file dsdata.txt to determine how the superseded data were derived.
 MB1610
 MB1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG707193(NAD 83)
 MB1610_MARKER: DD = SURVEY DISK
 MB1610_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MB1610_SP_SET: MASSIVE CONCRETE
 MB1610_STAMPING: MENTOR 1947 MCK
 MB1610_MARK LOGO: USLS  
 MB1610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB1610+STABILITY: POSITION/ELEVATION WELL
 MB1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1610+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 MB1610
 MB1610  HISTORY     - Date     Condition        Report By
 MB1610  HISTORY     - 1947     MONUMENTED       USLS
 MB1610  HISTORY     - 1981     GOOD             NGS
 MB1610  HISTORY     - 19891012 GOOD             NGS
 MB1610  HISTORY     - 20040921 GOOD             OHDT
 MB1610
 MB1610                          STATION DESCRIPTION
 MB1610
 MB1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1610'IN MENTOR HARBOR.
 MB1610'THE MARK IS 0.9 M ABOVE GROUND.
 MB1610'IN MENTOR HARBOR, SET VERTICALLY IN THE WEST FACE OF THE MENTOR HARBOR
 MB1610'YACHTING CLUB BUILDING, 0.40 METER (1.3 FEET) SOUTH OF THE SOUTH EDGE
 MB1610'OF THE SOUTH WINDOW OF THE WEST FACE OF THE BUILDING, 0.33 METER (1.1
 MB1610'FEET) NORTH OF THE SOUTHWEST CORNER OF THE YACHT CLUB BUILDING.
 MB1610
 MB1610                          STATION RECOVERY (1989)
 MB1610
 MB1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1610'IN MENTOR HARBOR, SET VERTICALLY IN THE WEST FACE OF THE MENTOR
 MB1610'HARBOR YACHTING CLUB BUILDING, 0.40 METER (1.3 FEET) SOUTH OF THE
 MB1610'SOUTH EDGE OF THE SOUTH WINDOW OF THE WEST FACE OF THE BUILDING, 0.33
 MB1610'METER (1.1 FEET) NORTH OF THE SOUTHWEST CORNER OF THE YACHT CLUB
 MB1610'BUILDING, AND 0.90 M (3.0 FT) ABOVE THE GROUND.
 MB1610
 MB1610                          STATION RECOVERY (2004)
 MB1610
 MB1610'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1566 ***********************************************************************
 MB1566  TIDAL BM    -  This is a Tidal Bench Mark.
 MB1566  DESIGNATION -  906 3063 DON
 MB1566  PID         -  MB1566
 MB1566  STATE/COUNTY-  OH/CUYAHOGA
 MB1566  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1566
 MB1566                         *CURRENT SURVEY CONTROL
 MB1566  ___________________________________________________________________
 MB1566* NAD 83(1986)-  41 32 26.     (N)    081 38 05.     (W)     SCALED    
 MB1566* NAVD 88     -       176.142  (meters)     577.89   (feet)  ADJUSTED  
 MB1566  ___________________________________________________________________
 MB1566  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 MB1566  DYNAMIC HT  -         176.073 (meters)     577.67  (feet)  COMP
 MB1566  MODELED GRAV-     980,228.3   (mgal)                       NAVD 88
 MB1566
 MB1566  VERT ORDER  -  FIRST     CLASS II
 MB1566
 MB1566.The horizontal coordinates were scaled from a topographic map and have
 MB1566.an estimated accuracy of +/- 6 seconds.
 MB1566
 MB1566.The orthometric height was determined by differential leveling
 MB1566.and adjusted by the National Geodetic Survey in June 1991..
 MB1566
 MB1566.This Tidal Bench Mark is designated as VM 12822
 MB1566.by the Center for Operational Oceanographic Products and Services.
 MB1566
 MB1566.The geoid height was determined by GEOID03.
 MB1566
 MB1566.The dynamic height is computed by dividing the NAVD 88
 MB1566.geopotential number by the normal gravity value computed on the
 MB1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1566.degrees latitude (g = 980.6199 gals.).
 MB1566
 MB1566.The modeled gravity was interpolated from observed gravity values.
 MB1566
 MB1566;                    North         East    Units  Estimated Accuracy
 MB1566;SPC OH N     -   208,450.      672,200.      MT  (+/- 180 meters Scaled)
 MB1566
 MB1566                          SUPERSEDED SURVEY CONTROL
 MB1566
 MB1566  NGVD 29 (06/03/92)  176.373  (m)          578.65   (f) ADJUSTED    1 2
 MB1566
 MB1566.Superseded values are not recommended for survey control.
 MB1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1566.See file dsdata.txt to determine how the superseded data were derived.
 MB1566
 MB1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF470989(NAD 83)
 MB1566_MARKER: DD = SURVEY DISK
 MB1566_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MB1566+WITH SETTING: PAVEMENT
 MB1566_SP_SET: CONCRETE FLOOR
 MB1566_MARK LOGO: USE   
 MB1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1566+STABILITY: SURFACE MOTION
 MB1566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1566+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1989
 MB1566
 MB1566  HISTORY     - Date     Condition        Report By
 MB1566  HISTORY     - 1963     MONUMENTED       USE
 MB1566  HISTORY     - 1981     GOOD             NGS
 MB1566  HISTORY     - 19891005 GOOD             NGS
 MB1566
 MB1566                          STATION DESCRIPTION
 MB1566
 MB1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1566'IN CLEVELAND.
 MB1566'IN CLEVELAND, IN LAKEFRONT STATE PARK BETWEEN THE NORTH END OF 72ND
 MB1566'STREET AND LIBERTY BOULEVARD, IN TOP OF THE CONCRETE FLOOR OF THE NOAA
 MB1566'GAGE HOUSE (A 7 BY 7-FOOT BRICK BUILDING) LOCATED ON THE SOUTHWEST
 MB1566'SIDE OF THE BOAT LAUNCHING RAMPS, 0.3 METER (1 FOOT) NORTHWEST OF THE
 MB1566'BOTTOM DOOR SILL OF THE GAGE HOUSE, 0.6 METER (2.0 FEET) NORTHEAST OF
 MB1566'THE SOUTH INSIDE CORNER OF THE GAGE HOUSE.  NOTE--NO STAMPING ON DISK.
 MB1566
 MB1566                          STATION RECOVERY (1989)
 MB1566
 MB1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1566'IN CLEVELAND, IN LAKEFRONT STATE PARK BETWEEN THE NORTH END OF 72ND
 MB1566'STREET AND M. L. KING JR.  BOULEVARD, IN TOP OF THE CONCRETE FLOOR
 MB1566'OF THE NOAA GAGE HOUSE (A 7 FOOT SQUARE BRICK BUILDING) LOCATED ON
 MB1566'THE SOUTHWEST SIDE OF THE BOAT LAUNCHING RAMPS, 0.3 METER (1 FOOT)
 MB1566'NORTHWEST OF THE BOTTOM DOOR SILL OF THE GAGE HOUSE, 0.6 METER (2.0
 MB1566'FEET) NORTHEAST OF THE SOUTH INSIDE CORNER OF THE GAGE HOUSE.
 MB1566'NOTE--NO STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1565 ***********************************************************************
 MB1565  TIDAL BM    -  This is a Tidal Bench Mark.
 MB1565  DESIGNATION -  906 3063 E
 MB1565  PID         -  MB1565
 MB1565  STATE/COUNTY-  OH/CUYAHOGA
 MB1565  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1565
 MB1565                         *CURRENT SURVEY CONTROL
 MB1565  ___________________________________________________________________
 MB1565* NAD 83(1986)-  41 32 26.     (N)    081 38 05.     (W)     SCALED    
 MB1565* NAVD 88     -       175.045  (meters)     574.29   (feet)  ADJUSTED  
 MB1565  ___________________________________________________________________
 MB1565  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 MB1565  DYNAMIC HT  -         174.977 (meters)     574.07  (feet)  COMP
 MB1565  MODELED GRAV-     980,228.3   (mgal)                       NAVD 88
 MB1565
 MB1565  VERT ORDER  -  FIRST     CLASS II
 MB1565
 MB1565.The horizontal coordinates were scaled from a topographic map and have
 MB1565.an estimated accuracy of +/- 6 seconds.
 MB1565
 MB1565.The orthometric height was determined by differential leveling
 MB1565.and adjusted by the National Geodetic Survey in June 1991..
 MB1565
 MB1565.This Tidal Bench Mark is designated as VM 12823
 MB1565.by the Center for Operational Oceanographic Products and Services.
 MB1565
 MB1565.The geoid height was determined by GEOID03.
 MB1565
 MB1565.The dynamic height is computed by dividing the NAVD 88
 MB1565.geopotential number by the normal gravity value computed on the
 MB1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1565.degrees latitude (g = 980.6199 gals.).
 MB1565
 MB1565.The modeled gravity was interpolated from observed gravity values.
 MB1565
 MB1565;                    North         East    Units  Estimated Accuracy
 MB1565;SPC OH N     -   208,450.      672,200.      MT  (+/- 180 meters Scaled)
 MB1565
 MB1565                          SUPERSEDED SURVEY CONTROL
 MB1565
 MB1565  NGVD 29 (06/03/92)  175.276  (m)          575.05   (f) ADJUSTED    1 2
 MB1565
 MB1565.Superseded values are not recommended for survey control.
 MB1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1565.See file dsdata.txt to determine how the superseded data were derived.
 MB1565
 MB1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF470989(NAD 83)
 MB1565_MARKER: DD = SURVEY DISK
 MB1565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1565_SP_SET: CONCRETE WALK OF BOAT RAMP
 MB1565_STAMPING: 3063 E 1978
 MB1565_MARK LOGO: NOS   
 MB1565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1565
 MB1565  HISTORY     - Date     Condition        Report By
 MB1565  HISTORY     - 1978     MONUMENTED       NOS
 MB1565  HISTORY     - 1981     GOOD             NGS
 MB1565  HISTORY     - 19891005 SEE DESCRIPTION  NGS
 MB1565
 MB1565                          STATION DESCRIPTION
 MB1565
 MB1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1565'IN CLEVELAND.
 MB1565'IN CLEVELAND, IN LAKEFRONT STATE PARK BETWEEN THE NORTH END OF 72ND
 MB1565'STREET AND LIBERTY BOULEVARD, IN TOP OF THE SOUTHEAST END OF THE
 MB1565'CONCRETE WALKWAY OF THE SOUTHWEST ONE OF SIX (6) BOAT LAUNCHING RAMPS,
 MB1565'13.57 METERS (44.5 FEET) EAST-NORTHEAST OF THE EAST CORNER OF A 7 BY
 MB1565'7-FOOT BRICK BUILDING (A NOAA GAGE HOUSE), 8.14 METERS (26.7 FEET)
 MB1565'NORTH OF A TELEPHONE BOOTH, 0.39 METER (1.3 FEET) NORTHEAST OF THE
 MB1565'NORTHEAST FACE OF THE METAL BULKHEAD OF THE SOUTHWEST BOAT RAMP.
 MB1565'THE MARK IS 0.88 M BELOW BULKHEAD.
 MB1565
 MB1565                          STATION RECOVERY (1989)
 MB1565
 MB1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1565'THE MARK WAS NOT RECOVERED.  THE CONCRETE WALKWAY HAS BEEN REBUILT
 MB1565'AND THE MARK WAS EITHER DESTROYED OR BURIED UNDER THE NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1564 ***********************************************************************
 MB1564  TIDAL BM    -  This is a Tidal Bench Mark.
 MB1564  DESIGNATION -  906 3063 F
 MB1564  PID         -  MB1564
 MB1564  STATE/COUNTY-  OH/CUYAHOGA
 MB1564  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1564
 MB1564                         *CURRENT SURVEY CONTROL
 MB1564  ___________________________________________________________________
 MB1564* NAD 83(1986)-  41 32 25.     (N)    081 38 03.     (W)     SCALED    
 MB1564* NAVD 88     -       176.585  (meters)     579.35   (feet)  ADJUSTED  
 MB1564  ___________________________________________________________________
 MB1564  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 MB1564  DYNAMIC HT  -         176.516 (meters)     579.12  (feet)  COMP
 MB1564  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 MB1564
 MB1564  VERT ORDER  -  FIRST     CLASS II
 MB1564
 MB1564.The horizontal coordinates were scaled from a topographic map and have
 MB1564.an estimated accuracy of +/- 6 seconds.
 MB1564
 MB1564.The orthometric height was determined by differential leveling
 MB1564.and adjusted by the National Geodetic Survey in June 1991..
 MB1564
 MB1564.This Tidal Bench Mark is designated as VM 12820
 MB1564.by the Center for Operational Oceanographic Products and Services.
 MB1564
 MB1564.The geoid height was determined by GEOID03.
 MB1564
 MB1564.The dynamic height is computed by dividing the NAVD 88
 MB1564.geopotential number by the normal gravity value computed on the
 MB1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1564.degrees latitude (g = 980.6199 gals.).
 MB1564
 MB1564.The modeled gravity was interpolated from observed gravity values.
 MB1564
 MB1564;                    North         East    Units  Estimated Accuracy
 MB1564;SPC OH N     -   208,420.      672,250.      MT  (+/- 180 meters Scaled)
 MB1564
 MB1564                          SUPERSEDED SURVEY CONTROL
 MB1564
 MB1564  NGVD 29 (06/03/92)  176.816  (m)          580.10   (f) ADJUSTED    1 2
 MB1564
 MB1564.Superseded values are not recommended for survey control.
 MB1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1564.See file dsdata.txt to determine how the superseded data were derived.
 MB1564
 MB1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF471989(NAD 83)
 MB1564_MARKER: DB = BENCH MARK DISK
 MB1564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1564_SP_SET: CATCH BASIN
 MB1564_STAMPING: 3063 F 1979
 MB1564_MARK LOGO: NOS   
 MB1564_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1564+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1564
 MB1564  HISTORY     - Date     Condition        Report By
 MB1564  HISTORY     - 1979     MONUMENTED       NOS
 MB1564  HISTORY     - 1981     GOOD             NGS
 MB1564  HISTORY     - 19891005 GOOD             NGS
 MB1564  HISTORY     - 19940715 GOOD             NOS
 MB1564  HISTORY     - 20040920 GOOD             OHDT
 MB1564
 MB1564                          STATION DESCRIPTION
 MB1564
 MB1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1564'IN CLEVELAND.
 MB1564'THE MARK IS ABOVE LEVEL WITH GROUND.
 MB1564'IN CLEVELAND, IN LAKEFRONT STATE PARK BETWEEN THE NORTH END OF 72ND
 MB1564'STREET AND LIBERTY BOULEVARD, IN TOP OF THE NORTH CORNER OF A CONCRETE
 MB1564'CATCH BASIN WHICH IS IN A GRASSY AREA BETWEEN THE WEST END OF THE
 MB1564'ENTRANCE TO THE SOUTH PARKING AREA FOR BOAT LAUNCHING RAMPS AND AN
 MB1564'ENTRANCE ROAD LEADING TO THE BOAT RAMPS, 52.73 METERS (173.0 FEET)
 MB1564'SOUTHEAST OF A 7 BY 7-FOOT BRICK BUILDING (A NOAA GAGE HOUSE), 27.43
 MB1564'METERS (90.0 FEET) NORTH-NORTHWEST OF A METAL LAMP POST, 7.31 METERS
 MB1564'(24.0 FEET) EAST OF A STOP SIGN.
 MB1564
 MB1564                          STATION RECOVERY (1989)
 MB1564
 MB1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1564'IN CLEVELAND, IN LAKEFRONT STATE PARK BETWEEN THE NORTH END OF 72ND
 MB1564'STREET AND M. L. KING JR.  BOULEVARD, IN TOP OF THE NORTH CORNER OF
 MB1564'A CONCRETE CATCH BASIN WHICH IS IN A GRASSY AREA BETWEEN THE WEST END
 MB1564'OF THE ENTRANCE TO THE SOUTH PARKING AREA FOR BOAT LAUNCHING RAMPS
 MB1564'AND AN ENTRANCE ROAD LEADING TO THE BOAT RAMPS, 52.73 METERS (173.0
 MB1564'FEET) SOUTHEAST OF A 7 FOOT SQUARE BRICK BUILDING (A NOAA GAGE
 MB1564'HOUSE), 27.43 METERS (90.0 FEET) NORTH-NORTHWEST OF A METAL LAMP
 MB1564'POST, AND 14.2 M (46.6 FT) SOUTH OF A STOP SIGN.
 MB1564
 MB1564                          STATION RECOVERY (1994)
 MB1564
 MB1564'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDG)
 MB1564'RECOVERED IN GOOD CONDITION.
 MB1564
 MB1564                          STATION RECOVERY (2004)
 MB1564
 MB1564'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6923 ***********************************************************************
 AB6923  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6923  DESIGNATION -  906 3063 G
 AB6923  PID         -  AB6923
 AB6923  STATE/COUNTY-  OH/CUYAHOGA
 AB6923  USGS QUAD   -  CLEVELAND NORTH (1994)
 AB6923
 AB6923                         *CURRENT SURVEY CONTROL
 AB6923  ___________________________________________________________________
 AB6923* NAD 83(1986)-  41 32 26.     (N)    081 38 05.     (W)     SCALED    
 AB6923* NAVD 88     -       176.806  (meters)     580.07   (feet)  ADJUSTED  
 AB6923  ___________________________________________________________________
 AB6923  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 AB6923  DYNAMIC HT  -         176.737 (meters)     579.84  (feet)  COMP
 AB6923  MODELED GRAV-     980,228.3   (mgal)                       NAVD 88
 AB6923
 AB6923  VERT ORDER  -  SECOND    CLASS I
 AB6923
 AB6923.The horizontal coordinates were scaled from a topographic map and have
 AB6923.an estimated accuracy of +/- 6 seconds.
 AB6923
 AB6923.The orthometric height was determined by differential leveling
 AB6923.and adjusted by the National Geodetic Survey in January 1997..
 AB6923
 AB6923.This Tidal Bench Mark is designated as VM 12821
 AB6923.by the Center for Operational Oceanographic Products and Services.
 AB6923
 AB6923.The geoid height was determined by GEOID03.
 AB6923
 AB6923.The dynamic height is computed by dividing the NAVD 88
 AB6923.geopotential number by the normal gravity value computed on the
 AB6923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6923.degrees latitude (g = 980.6199 gals.).
 AB6923
 AB6923.The modeled gravity was interpolated from observed gravity values.
 AB6923
 AB6923;                    North         East    Units  Estimated Accuracy
 AB6923;SPC OH N     -   208,450.      672,200.      MT  (+/- 180 meters Scaled)
 AB6923
 AB6923                          SUPERSEDED SURVEY CONTROL
 AB6923
 AB6923.No superseded survey control is available for this station.
 AB6923
 AB6923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF470989(NAD 83)
 AB6923_MARKER: DB = BENCH MARK DISK
 AB6923_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB6923_SP_SET: DRAIN FOUNDATION
 AB6923_STAMPING: 3063 G 1982
 AB6923_MARK LOGO: NOS   
 AB6923_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB6923+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 AB6923
 AB6923  HISTORY     - Date     Condition        Report By
 AB6923  HISTORY     - 1982     MONUMENTED       NOS
 AB6923  HISTORY     - 19940715 GOOD             NOS
 AB6923  HISTORY     - 20040920 GOOD             OHDT
 AB6923
 AB6923                          STATION DESCRIPTION
 AB6923
 AB6923'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AB6923'IN CLEVELAND, IN LAKEFRONT STATE PARK BETWEEN THE NORTH END OF 72ND
 AB6923'STREET AND M.  L.  KING JR.  BOULEVARD, IN THE MOST NORTHERLY MEDIAN
 AB6923'OF THE PARKING LOT, 299 FEET (91.1 M) NORTH OF CONCRETE STEPS GOING UP
 AB6923'HILL TO A PUBLIC WALKWAY CROSSING OVER INTERSTATE 90 FOR ACCESS TO
 AB6923'GORDON CITY PARK AND AQUARIUM, 138.1 FEET (42.1 M) FROM WEST FACE OF
 AB6923'FOUNDATION OF LIGHT POST NO.  G17, 9.3 FEET (2.8 M) SOUTH OF SOUTH
 AB6923'EDGE OF MOST NORTHERLY PARKING AREA, BEING THE HIGH POINT ON NOS DISC
 AB6923'SET HORIZONTALLY INTO THE CONCRETE FOUNDATION OF DRAIN, STAMPED 3063 G
 AB6923'1982.
 AB6923
 AB6923                          STATION RECOVERY (2004)
 AB6923
 AB6923'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 AB6923'MARK IS IN WESTERLY MOST CORNER OF CATCHBASIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1567 ***********************************************************************
 MB1567  TIDAL BM    -  This is a Tidal Bench Mark.
 MB1567  DESIGNATION -  906 3063 LIBERTY
 MB1567  PID         -  MB1567
 MB1567  STATE/COUNTY-  OH/CUYAHOGA
 MB1567  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1567
 MB1567                         *CURRENT SURVEY CONTROL
 MB1567  ___________________________________________________________________
 MB1567* NAD 83(1986)-  41 32 21.     (N)    081 37 53.     (W)     SCALED    
 MB1567* NAVD 88     -       181.724  (meters)     596.21   (feet)  ADJUSTED  
 MB1567  ___________________________________________________________________
 MB1567  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 MB1567  DYNAMIC HT  -         181.653 (meters)     595.97  (feet)  COMP
 MB1567  MODELED GRAV-     980,227.8   (mgal)                       NAVD 88
 MB1567
 MB1567  VERT ORDER  -  FIRST     CLASS II
 MB1567
 MB1567.The horizontal coordinates were scaled from a topographic map and have
 MB1567.an estimated accuracy of +/- 6 seconds.
 MB1567
 MB1567.The orthometric height was determined by differential leveling
 MB1567.and adjusted by the National Geodetic Survey in June 1991..
 MB1567
 MB1567.This Tidal Bench Mark is designated as VM 12819
 MB1567.by the Center for Operational Oceanographic Products and Services.
 MB1567
 MB1567.The geoid height was determined by GEOID03.
 MB1567
 MB1567.The dynamic height is computed by dividing the NAVD 88
 MB1567.geopotential number by the normal gravity value computed on the
 MB1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1567.degrees latitude (g = 980.6199 gals.).
 MB1567
 MB1567.The modeled gravity was interpolated from observed gravity values.
 MB1567
 MB1567;                    North         East    Units  Estimated Accuracy
 MB1567;SPC OH N     -   208,300.      672,480.      MT  (+/- 180 meters Scaled)
 MB1567
 MB1567                          SUPERSEDED SURVEY CONTROL
 MB1567
 MB1567  NGVD 29 (06/03/92)  181.955  (m)          596.96   (f) ADJUSTED    1 2
 MB1567
 MB1567.Superseded values are not recommended for survey control.
 MB1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1567.See file dsdata.txt to determine how the superseded data were derived.
 MB1567
 MB1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF473988(NAD 83)
 MB1567_MARKER: B = BOLT
 MB1567_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MB1567_SP_SET: ABUTMENT
 MB1567_MARK LOGO: NONE  
 MB1567_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1567+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1567
 MB1567  HISTORY     - Date     Condition        Report By
 MB1567  HISTORY     - 1976     MONUMENTED       USLS
 MB1567  HISTORY     - 1981     GOOD             NGS
 MB1567  HISTORY     - 19891005 GOOD             NGS
 MB1567  HISTORY     - 19940715 GOOD             NOS
 MB1567  HISTORY     - 20040920 GOOD             OHDT
 MB1567
 MB1567                          STATION DESCRIPTION
 MB1567
 MB1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1567'IN CLEVELAND.
 MB1567'THE MARK IS 1.52 M ABOVE SIDEWALK OF BOULEVARD.
 MB1567'IN CLEVELAND, AT THE INTERSTATE 90 OVERPASS BRIDGE OVER LIBERTY
 MB1567'BOULEVARD, THE MARK IS A BRASS COATED CLOSET BOLT SET VERTICALLY IN
 MB1567'THE NORTH FACE OF THE WEST ABUTMENT OF THE BRIDGE, 7.31 METERS (24.0
 MB1567'FEET) WEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF LIBERTY
 MB1567'BOULEVARD, 0.3 METER (1.0 FOOT) WEST OF THE EAST EDGE OF THE ABUTMENT.
 MB1567
 MB1567                          STATION RECOVERY (1989)
 MB1567
 MB1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1567'IN CLEVELAND, AT THE INTERSTATE 90 OVERPASS BRIDGE OVER M. L. KING
 MB1567'JR.  BOULEVARD, THE MARK IS A BRASS COATED CLOSET BOLT SET VERTICALLY
 MB1567'IN THE NORTH FACE OF THE WEST ABUTMENT OF THE BRIDGE, 7.62 M (25.0
 MB1567'FT) WEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE BOULEVARD,
 MB1567'0.3 METER (1.0 FOOT) WEST OF THE EAST EDGE OF THE ABUTMENT AND 1.60 M
 MB1567'(5.2 FT) ABOVE THE SIDEWALK.
 MB1567
 MB1567                          STATION RECOVERY (1994)
 MB1567
 MB1567'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MB1567'RECOVERED IN GOOD CONDITION.
 MB1567
 MB1567                          STATION RECOVERY (2004)
 MB1567
 MB1567'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1562 ***********************************************************************
 MB1562  TIDAL BM    -  This is a Tidal Bench Mark.
 MB1562  DESIGNATION -  906 3063 STEPS
 MB1562  PID         -  MB1562
 MB1562  STATE/COUNTY-  OH/CUYAHOGA
 MB1562  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1562
 MB1562                         *CURRENT SURVEY CONTROL
 MB1562  ___________________________________________________________________
 MB1562* NAD 83(1986)-  41 32 22.     (N)    081 38 01.     (W)     SCALED    
 MB1562* NAVD 88     -       178.855  (meters)     586.79   (feet)  ADJUSTED  
 MB1562  ___________________________________________________________________
 MB1562  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 MB1562  DYNAMIC HT  -         178.785 (meters)     586.56  (feet)  COMP
 MB1562  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 MB1562
 MB1562  VERT ORDER  -  FIRST     CLASS II
 MB1562
 MB1562.The horizontal coordinates were scaled from a topographic map and have
 MB1562.an estimated accuracy of +/- 6 seconds.
 MB1562
 MB1562.The orthometric height was determined by differential leveling
 MB1562.and adjusted by the National Geodetic Survey in June 1991..
 MB1562
 MB1562.This Tidal Bench Mark is designated as VM 12818
 MB1562.by the Center for Operational Oceanographic Products and Services.
 MB1562
 MB1562.The geoid height was determined by GEOID03.
 MB1562
 MB1562.The dynamic height is computed by dividing the NAVD 88
 MB1562.geopotential number by the normal gravity value computed on the
 MB1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1562.degrees latitude (g = 980.6199 gals.).
 MB1562
 MB1562.The modeled gravity was interpolated from observed gravity values.
 MB1562
 MB1562;                    North         East    Units  Estimated Accuracy
 MB1562;SPC OH N     -   208,330.      672,290.      MT  (+/- 180 meters Scaled)
 MB1562
 MB1562                          SUPERSEDED SURVEY CONTROL
 MB1562
 MB1562  NGVD 29 (06/03/92)  179.086  (m)          587.55   (f) ADJUSTED    1 2
 MB1562
 MB1562.Superseded values are not recommended for survey control.
 MB1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1562.See file dsdata.txt to determine how the superseded data were derived.
 MB1562
 MB1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF471988(NAD 83)
 MB1562_MARKER: I = METAL ROD
 MB1562_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MB1562_SP_SET: COPPER-CLAD STEEL ROD
 MB1562_STAMPING: 906 3063 STEPS
 MB1562_MARK LOGO: NGS   
 MB1562_PROJECTION: FLUSH
 MB1562_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1562+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1562_ROD/PIPE-DEPTH: 4.0  meters
 MB1562
 MB1562  HISTORY     - Date     Condition        Report By
 MB1562  HISTORY     - 1964     MONUMENTED       USLS
 MB1562  HISTORY     - 1981     GOOD             NGS
 MB1562  HISTORY     - 19891005 GOOD             NGS
 MB1562  HISTORY     - 19940715 GOOD             NOS
 MB1562  HISTORY     - 20040920 GOOD             OHDT
 MB1562
 MB1562                          STATION DESCRIPTION
 MB1562
 MB1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1562'IN CLEVELAND.
 MB1562'THE MARK IS 0.3 M ABOVE ROAD.
 MB1562'IN CLEVELAND, ON AN EAST AND WEST ACCESS ROAD FOR LAKEFRONT STATE PARK
 MB1562'WHICH IS BETWEEN THE NORTH END OF 72ND STREET AND LIBERTY BOULEVARD,
 MB1562'THE MARK IS ON THE SOUTH SIDE OF THE ROAD, WEST OF THE BOTTOM STEP OF
 MB1562'THE CONCRETE STAIRS LEADING UPHILL TO A PUBLIC BRIDGE CROSSING OVER
 MB1562'INTERSTATE 90 FOR ACCESS TO GORDON CITY PARK AND AQUARIUM, 7.31 METERS
 MB1562'(24.0 FEET) EAST-NORTHEAST OF THE NORTHEAST CORNER POST OF A CHAIN
 MB1562'LINK FENCE, 3.35 METERS (11.0 FEET) SOUTH OF THE SOUTH CURB OF THE
 MB1562'ROAD, 0.60 METER (2.0 FEET) WEST OF THE CONCRETE RETAINING WALL OF THE
 MB1562'STAIRS.  NOTE-AT THIS TIME THE MARK WAS INCASED IN A 5-INCH PVC PIPE
 MB1562'WITH AN NGS ALUMINUM ACCESS COVER WHICH IS FLUSH WITH THE GROUND AND
 MB1562'STAMPED (906 3063 STEPS).
 MB1562
 MB1562                          STATION RECOVERY (1989)
 MB1562
 MB1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1562'IN CLEVELAND, ON AN EAST AND WEST ACCESS ROAD FOR LAKEFRONT STATE
 MB1562'PARK WHICH IS BETWEEN THE NORTH END OF 72ND STREET AND M. L. KING
 MB1562'JR.  BOULEVARD, THE MARK IS ON THE SOUTH SIDE OF THE ROAD, WEST OF
 MB1562'THE BOTTOM STEP OF THE CONCRETE STAIRS LEADING UPHILL TO A PUBLIC
 MB1562'BRIDGE CROSSING OVER INTERSTATE 90 FOR ACCESS TO GORDON CITY PARK AND
 MB1562'AQUARIUM, 7.31 METERS (24.0 FEET) EAST-NORTHEAST OF THE NORTHEAST
 MB1562'CORNER POST OF A CHAIN LINK FENCE, 3.35 METERS (11.0 FEET) SOUTH OF
 MB1562'THE SOUTH CURB OF THE ROAD, 0.60 METER (2.0 FEET) WEST OF THE
 MB1562'CONCRETE RETAINING WALL OF THE STAIRS AND A WITNESS POST.  NOTE-IN
 MB1562'1981 THE MARK WAS ENCASED IN A 5-INCH PVC PIPE WITH AN NGS ALUMINUM
 MB1562'ACCESS COVER.
 MB1562
 MB1562                          STATION RECOVERY (1994)
 MB1562
 MB1562'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MB1562'RECOVERED IN GOOD CONDITION.
 MB1562
 MB1562                          STATION RECOVERY (2004)
 MB1562
 MB1562'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1562'MISSING LID TO COLLAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1520 ***********************************************************************
 MB1520  DESIGNATION -  906 3067 COD
 MB1520  PID         -  MB1520
 MB1520  STATE/COUNTY-  OH/CUYAHOGA
 MB1520  USGS QUAD   -  LAKEWOOD (1985)
 MB1520
 MB1520                         *CURRENT SURVEY CONTROL
 MB1520  ___________________________________________________________________
 MB1520* NAD 83(1986)-  41 29 24.     (N)    081 50 04.     (W)     SCALED    
 MB1520* NAVD 88     -       175.586  (meters)     576.07   (feet)  ADJUSTED  
 MB1520  ___________________________________________________________________
 MB1520  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 MB1520  DYNAMIC HT  -         175.518 (meters)     575.85  (feet)  COMP
 MB1520  MODELED GRAV-     980,231.6   (mgal)                       NAVD 88
 MB1520
 MB1520  VERT ORDER  -  FIRST     CLASS II
 MB1520
 MB1520.The horizontal coordinates were scaled from a topographic map and have
 MB1520.an estimated accuracy of +/- 6 seconds.
 MB1520
 MB1520.The orthometric height was determined by differential leveling
 MB1520.and adjusted by the National Geodetic Survey in June 1991..
 MB1520
 MB1520.The geoid height was determined by GEOID03.
 MB1520
 MB1520.The dynamic height is computed by dividing the NAVD 88
 MB1520.geopotential number by the normal gravity value computed on the
 MB1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1520.degrees latitude (g = 980.6199 gals.).
 MB1520
 MB1520.The modeled gravity was interpolated from observed gravity values.
 MB1520
 MB1520;                    North         East    Units  Estimated Accuracy
 MB1520;SPC OH N     -   202,690.      655,580.      MT  (+/- 180 meters Scaled)
 MB1520
 MB1520                          SUPERSEDED SURVEY CONTROL
 MB1520
 MB1520  NGVD 29 (06/03/92)  175.827  (m)          576.86   (f) ADJUSTED    1 2
 MB1520
 MB1520.Superseded values are not recommended for survey control.
 MB1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1520.See file dsdata.txt to determine how the superseded data were derived.
 MB1520
 MB1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF303934(NAD 83)
 MB1520_MARKER: Q = CHISELED SQUARE
 MB1520_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MB1520_SP_SET: FOUNDATION
 MB1520_MARK LOGO: USLS  
 MB1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1520
 MB1520  HISTORY     - Date     Condition        Report By
 MB1520  HISTORY     - 1948     MONUMENTED       USLS
 MB1520  HISTORY     - 1980     POOR             NGS
 MB1520  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 MB1520  HISTORY     - 20040830 POOR             OHDT
 MB1520
 MB1520                          STATION DESCRIPTION
 MB1520
 MB1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1520'IN ROCKY RIVER.
 MB1520'IN ROCKY RIVER, ON THE PROPERTY OF THE CLIFTON BEACH AND LAGOON,
 MB1520'0.16 KILOMETER (0.10 MILE) EAST OF THE REAR RANGE LIGHT, THE MARK IS
 MB1520'A CHISELED SQUARE FORMED BY THREE CUT LINES AND THE WEST EDGE OF AN
 MB1520'EXTENDED FOUNDATION FOR A BLOCK WALL AROUND HOUSE NUMBER 830, AT THE
 MB1520'NORTHWEST CORNER OF THE WALL, 7.3 METERS (24.0 FEET) SOUTH OF THE
 MB1520'CENTER OF BEACH ROAD, 1.1 METERS (3.5 FEET) NORTH OF THE NORTHWEST
 MB1520'CORNER OF THE WALL.
 MB1520'THE MARK IS ABOVE LEVEL WITH GROUND.
 MB1520
 MB1520                          STATION RECOVERY (1995)
 MB1520
 MB1520'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1520'MARK NOT FOUND.
 MB1520
 MB1520                          STATION RECOVERY (2004)
 MB1520
 MB1520'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1520'WALL IS COVERED WITH VINES.  MARK IS FADED AND COVERED WITH VINES.
 MB1520'DIFFICULT TO FIND AND USE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1518 ***********************************************************************
 MB1518  DESIGNATION -  906 3067 D
 MB1518  PID         -  MB1518
 MB1518  STATE/COUNTY-  OH/CUYAHOGA
 MB1518  USGS QUAD   -  LAKEWOOD (1985)
 MB1518
 MB1518                         *CURRENT SURVEY CONTROL
 MB1518  ___________________________________________________________________
 MB1518* NAD 83(1986)-  41 29 24.     (N)    081 49 59.     (W)     SCALED    
 MB1518* NAVD 88     -       176.950  (meters)     580.54   (feet)  ADJUSTED  
 MB1518  ___________________________________________________________________
 MB1518  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 MB1518  DYNAMIC HT  -         176.882 (meters)     580.32  (feet)  COMP
 MB1518  MODELED GRAV-     980,231.6   (mgal)                       NAVD 88
 MB1518
 MB1518  VERT ORDER  -  FIRST     CLASS II
 MB1518
 MB1518.The horizontal coordinates were scaled from a topographic map and have
 MB1518.an estimated accuracy of +/- 6 seconds.
 MB1518
 MB1518.The orthometric height was determined by differential leveling
 MB1518.and adjusted by the National Geodetic Survey in June 1991..
 MB1518
 MB1518.The geoid height was determined by GEOID03.
 MB1518
 MB1518.The dynamic height is computed by dividing the NAVD 88
 MB1518.geopotential number by the normal gravity value computed on the
 MB1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1518.degrees latitude (g = 980.6199 gals.).
 MB1518
 MB1518.The modeled gravity was interpolated from observed gravity values.
 MB1518
 MB1518;                    North         East    Units  Estimated Accuracy
 MB1518;SPC OH N     -   202,690.      655,690.      MT  (+/- 180 meters Scaled)
 MB1518
 MB1518                          SUPERSEDED SURVEY CONTROL
 MB1518
 MB1518  NGVD 29 (06/03/92)  177.192  (m)          581.34   (f) ADJUSTED    1 2
 MB1518
 MB1518.Superseded values are not recommended for survey control.
 MB1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1518.See file dsdata.txt to determine how the superseded data were derived.
 MB1518
 MB1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF304934(NAD 83)
 MB1518_MARKER: DD = SURVEY DISK
 MB1518_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MB1518_SP_SET: CHIMNEY
 MB1518_STAMPING: 3067 D 1979
 MB1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1518+STABILITY: SURFACE MOTION
 MB1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1518+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MB1518
 MB1518  HISTORY     - Date     Condition        Report By
 MB1518  HISTORY     - 1979     MONUMENTED       NOS
 MB1518  HISTORY     - 1980     GOOD             NGS
 MB1518  HISTORY     - 19950705 GOOD             USPSQD
 MB1518  HISTORY     - 20040830 GOOD             OHDT
 MB1518
 MB1518                          STATION DESCRIPTION
 MB1518
 MB1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1518'IN ROCKY RIVER.
 MB1518'IN ROCKY RIVER, ON THE PROPERTY OF THE CLIFTON BEACH AND LAGOON,
 MB1518'NORTHEAST AND ACROSS BEACH ROAD FROM HOUSE 840, SET VERTICALLY IN THE
 MB1518'SOUTH FACE OF THE CHIMNEY FOR THE CLIFTON BEACH HOUSE, 2.65 METERS
 MB1518'(8.7 FEET) NORTH OF A METAL FLAG POLE, 2.9 METERS (9.5 FEET) EAST OF
 MB1518'THE SOUTHEAST CORNER OF THE CHIMNEY.
 MB1518'THE MARK IS 0.8 M ABOVE GROUND.
 MB1518
 MB1518                          STATION RECOVERY (1995)
 MB1518
 MB1518'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1518'RECOVERED IN GOOD CONDITION.
 MB1518
 MB1518                          STATION RECOVERY (2004)
 MB1518
 MB1518'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1521 ***********************************************************************
 MB1521  DESIGNATION -  906 3067 REAR RANGE
 MB1521  PID         -  MB1521
 MB1521  STATE/COUNTY-  OH/CUYAHOGA
 MB1521  USGS QUAD   -  LAKEWOOD (1985)
 MB1521
 MB1521                         *CURRENT SURVEY CONTROL
 MB1521  ___________________________________________________________________
 MB1521* NAD 83(1986)-  41 29 24.     (N)    081 50 08.     (W)     SCALED    
 MB1521* NAVD 88     -       175.917  (meters)     577.15   (feet)  ADJUSTED  
 MB1521  ___________________________________________________________________
 MB1521  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 MB1521  DYNAMIC HT  -         175.849 (meters)     576.93  (feet)  COMP
 MB1521  MODELED GRAV-     980,231.6   (mgal)                       NAVD 88
 MB1521
 MB1521  VERT ORDER  -  FIRST     CLASS II
 MB1521
 MB1521.The horizontal coordinates were scaled from a topographic map and have
 MB1521.an estimated accuracy of +/- 6 seconds.
 MB1521
 MB1521.The orthometric height was determined by differential leveling
 MB1521.and adjusted by the National Geodetic Survey in June 1991..
 MB1521
 MB1521.The geoid height was determined by GEOID03.
 MB1521
 MB1521.The dynamic height is computed by dividing the NAVD 88
 MB1521.geopotential number by the normal gravity value computed on the
 MB1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1521.degrees latitude (g = 980.6199 gals.).
 MB1521
 MB1521.The modeled gravity was interpolated from observed gravity values.
 MB1521
 MB1521;                    North         East    Units  Estimated Accuracy
 MB1521;SPC OH N     -   202,690.      655,490.      MT  (+/- 180 meters Scaled)
 MB1521
 MB1521                          SUPERSEDED SURVEY CONTROL
 MB1521
 MB1521  NGVD 29 (06/03/92)  176.158  (m)          577.95   (f) ADJUSTED    1 2
 MB1521
 MB1521.Superseded values are not recommended for survey control.
 MB1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1521.See file dsdata.txt to determine how the superseded data were derived.
 MB1521
 MB1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF302934(NAD 83)
 MB1521_MARKER: B = BOLT
 MB1521_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MB1521+WITH SETTING: PAVEMENT
 MB1521_SP_SET: FOUNDATION OF LIGHT
 MB1521_MARK LOGO: USLS  
 MB1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1521
 MB1521  HISTORY     - Date     Condition        Report By
 MB1521  HISTORY     - 1948     MONUMENTED       USLS
 MB1521  HISTORY     - 1980     GOOD             NGS
 MB1521  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 MB1521
 MB1521                          STATION DESCRIPTION
 MB1521
 MB1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1521'IN ROCKY RIVER.
 MB1521'IN ROCKY RIVER, NEAR THE MOUTH OF THE ROCKY RIVER, ON THE PROPERTY OF
 MB1521'THE CLIFTON BEACH AND LAGOON, THE MARK IS THE HIGHEST POINT OVER A
 MB1521'CROSS FORMED BY TWO CUT LINES IN THE TOP OF THE NORTHEAST BOLT
 MB1521'HOLDING A METAL PLATE TO THE FOUNDATION OF THE INNER RANGE LIGHT, THE
 MB1521'RANGE LIGHT IS ON THE NORTHEAST SIDE OF THE ROCKY RIVER.
 MB1521'NOTE-DO NOT CONFUSE THIS WITH THE CROSS ON THE SOUTHWEST BOLT.
 MB1521
 MB1521                          STATION RECOVERY (1995)
 MB1521
 MB1521'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1519 ***********************************************************************
 MB1519  DESIGNATION -  906 3067 ROCKY
 MB1519  PID         -  MB1519
 MB1519  STATE/COUNTY-  OH/CUYAHOGA
 MB1519  USGS QUAD   -  LAKEWOOD (1985)
 MB1519
 MB1519                         *CURRENT SURVEY CONTROL
 MB1519  ___________________________________________________________________
 MB1519* NAD 83(1986)-  41 29 24.     (N)    081 50 00.     (W)     SCALED    
 MB1519* NAVD 88     -       176.313  (meters)     578.45   (feet)  ADJUSTED  
 MB1519  ___________________________________________________________________
 MB1519  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 MB1519  DYNAMIC HT  -         176.245 (meters)     578.23  (feet)  COMP
 MB1519  MODELED GRAV-     980,231.6   (mgal)                       NAVD 88
 MB1519
 MB1519  VERT ORDER  -  FIRST     CLASS II
 MB1519
 MB1519.The horizontal coordinates were scaled from a topographic map and have
 MB1519.an estimated accuracy of +/- 6 seconds.
 MB1519
 MB1519.The orthometric height was determined by differential leveling
 MB1519.and adjusted by the National Geodetic Survey in June 1991..
 MB1519
 MB1519.The geoid height was determined by GEOID03.
 MB1519
 MB1519.The dynamic height is computed by dividing the NAVD 88
 MB1519.geopotential number by the normal gravity value computed on the
 MB1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1519.degrees latitude (g = 980.6199 gals.).
 MB1519
 MB1519.The modeled gravity was interpolated from observed gravity values.
 MB1519
 MB1519;                    North         East    Units  Estimated Accuracy
 MB1519;SPC OH N     -   202,690.      655,670.      MT  (+/- 180 meters Scaled)
 MB1519
 MB1519                          SUPERSEDED SURVEY CONTROL
 MB1519
 MB1519  NGVD 29 (06/03/92)  176.555  (m)          579.25   (f) ADJUSTED    1 2
 MB1519
 MB1519.Superseded values are not recommended for survey control.
 MB1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1519.See file dsdata.txt to determine how the superseded data were derived.
 MB1519
 MB1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF304934(NAD 83)
 MB1519_MARKER: I = METAL ROD
 MB1519_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MB1519+WITH SETTING: INFORMATION.
 MB1519_SP_SET: SHALLOW SET METAL ROD
 MB1519_MARK LOGO: USLS  
 MB1519_PROJECTION: FLUSH
 MB1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1519+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MB1519_ROD/PIPE-DEPTH: 1.9  meters
 MB1519
 MB1519  HISTORY     - Date     Condition        Report By
 MB1519  HISTORY     - 1948     MONUMENTED       USLS
 MB1519  HISTORY     - 1980     GOOD             NGS
 MB1519  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 MB1519  HISTORY     - 20040830 GOOD             OHDT
 MB1519
 MB1519                          STATION DESCRIPTION
 MB1519
 MB1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1519'IN ROCKY RIVER.
 MB1519'IN ROCKY RIVER, ON THE PROPERTY OF THE CLIFTON BEACH AND LAGOON, 0.24
 MB1519'KILOMETER (0.15 MILE) EAST OF THE REAR RANGE LIGHT, AT THE NORTH
 MB1519'CORNER AND IN LINE WITH THE NORTHEAST FACE OF HOUSE NUMBER 840 (A RED
 MB1519'BRICK HOUSE), 8.2 METERS (27.0 FEET) SOUTH OF THE CENTER OF BEACH
 MB1519'ROAD, 0.52 METER (1.7 FEET) NORTHWEST OF THE NORTH CORNER OF THE
 MB1519'HOUSE.
 MB1519'THE MARK IS 0.1 M BELOW GROUND.
 MB1519
 MB1519                          STATION RECOVERY (1995)
 MB1519
 MB1519'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1519'MARK NOT FOUND.
 MB1519
 MB1519                          STATION RECOVERY (2004)
 MB1519
 MB1519'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0906 ***********************************************************************
 MC0906  DESIGNATION -  906 3069 BENT
 MC0906  PID         -  MC0906
 MC0906  STATE/COUNTY-  OH/LORAIN
 MC0906  USGS QUAD   -  LORAIN (1979)
 MC0906
 MC0906                         *CURRENT SURVEY CONTROL
 MC0906  ___________________________________________________________________
 MC0906* NAD 83(1986)-  41 28 07.     (N)    082 10 39.     (W)     SCALED    
 MC0906* NAVD 88     -       178.524  (meters)     585.71   (feet)  ADJUSTED  
 MC0906  ___________________________________________________________________
 MC0906  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 MC0906  DYNAMIC HT  -         178.453 (meters)     585.47  (feet)  COMP
 MC0906  MODELED GRAV-     980,226.2   (mgal)                       NAVD 88
 MC0906
 MC0906  VERT ORDER  -  FIRST     CLASS II
 MC0906
 MC0906.The horizontal coordinates were scaled from a topographic map and have
 MC0906.an estimated accuracy of +/- 6 seconds.
 MC0906
 MC0906.The orthometric height was determined by differential leveling
 MC0906.and adjusted by the National Geodetic Survey in June 1991..
 MC0906
 MC0906.The geoid height was determined by GEOID03.
 MC0906
 MC0906.The dynamic height is computed by dividing the NAVD 88
 MC0906.geopotential number by the normal gravity value computed on the
 MC0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0906.degrees latitude (g = 980.6199 gals.).
 MC0906
 MC0906.The modeled gravity was interpolated from observed gravity values.
 MC0906
 MC0906;                    North         East    Units  Estimated Accuracy
 MC0906;SPC OH N     -   200,150.      626,940.      MT  (+/- 180 meters Scaled)
 MC0906
 MC0906                          SUPERSEDED SURVEY CONTROL
 MC0906
 MC0906  NGVD 29 (06/03/92)  178.765  (m)          586.50   (f) ADJUSTED    1 2
 MC0906
 MC0906.Superseded values are not recommended for survey control.
 MC0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0906.See file dsdata.txt to determine how the superseded data were derived.
 MC0906
 MC0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF016914(NAD 83)
 MC0906_MARKER: B = BOLT
 MC0906_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0906_SP_SET: FOUNDATION
 MC0906_MARK LOGO: USLS  
 MC0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0906+STABILITY: SURFACE MOTION
 MC0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0906+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MC0906
 MC0906  HISTORY     - Date     Condition        Report By
 MC0906  HISTORY     - 1942     MONUMENTED       USLS
 MC0906  HISTORY     - 1980     GOOD             NGS
 MC0906  HISTORY     - 19970614 MARK NOT FOUND   USPSQD
 MC0906  HISTORY     - 20040830 GOOD             OHDT
 MC0906
 MC0906                          STATION DESCRIPTION
 MC0906
 MC0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0906'IN LORAIN.
 MC0906'IN LORAIN, UNDER THE US HIGHWAY 6 (ERIE AVENUE) BRIDGE OVER THE BLACK
 MC0906'RIVER, THE MARK IS THE TOP OF THE NORTHWEST BOLT IN THE TOP OF THE
 MC0906'MOST NORTHWESTERLY OF THREE CONCRETE FOUNDATION SUPPORTING LEGS FOR
 MC0906'THE FIRST PIER NORTHEAST OF THE SOUTHWEST ABUTMENT OF THE BRIDGE,
 MC0906'0.52 METER (1.7 FEET) SOUTHEAST OF THE NORTHWEST EDGE OF THE
 MC0906'FOUNDATION, 0.3 METER (1.0 FOOT) NORTHEAST OF THE SOUTHWEST EDGE OF
 MC0906'THE FOUNDATION.
 MC0906'THE MARK IS 1.0 M ABOVE GROUND.
 MC0906
 MC0906                          STATION RECOVERY (1997)
 MC0906
 MC0906'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC0906'MARK NOT FOUND.
 MC0906
 MC0906                          STATION RECOVERY (2004)
 MC0906
 MC0906'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0908 ***********************************************************************
 MC0908  DESIGNATION -  906 3069 BRIDGE
 MC0908  PID         -  MC0908
 MC0908  STATE/COUNTY-  OH/LORAIN
 MC0908  USGS QUAD   -  LORAIN (1979)
 MC0908
 MC0908                         *CURRENT SURVEY CONTROL
 MC0908  ___________________________________________________________________
 MC0908* NAD 83(1986)-  41 28 09.     (N)    082 10 35.     (W)     SCALED    
 MC0908* NAVD 88     -       176.555  (meters)     579.25   (feet)  ADJUSTED  
 MC0908  ___________________________________________________________________
 MC0908  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 MC0908  DYNAMIC HT  -         176.485 (meters)     579.02  (feet)  COMP
 MC0908  MODELED GRAV-     980,226.3   (mgal)                       NAVD 88
 MC0908
 MC0908  VERT ORDER  -  FIRST     CLASS II
 MC0908
 MC0908.The horizontal coordinates were scaled from a topographic map and have
 MC0908.an estimated accuracy of +/- 6 seconds.
 MC0908
 MC0908.The orthometric height was determined by differential leveling
 MC0908.and adjusted by the National Geodetic Survey in June 1991..
 MC0908
 MC0908.The geoid height was determined by GEOID03.
 MC0908
 MC0908.The dynamic height is computed by dividing the NAVD 88
 MC0908.geopotential number by the normal gravity value computed on the
 MC0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0908.degrees latitude (g = 980.6199 gals.).
 MC0908
 MC0908.The modeled gravity was interpolated from observed gravity values.
 MC0908
 MC0908;                    North         East    Units  Estimated Accuracy
 MC0908;SPC OH N     -   200,210.      627,030.      MT  (+/- 180 meters Scaled)
 MC0908
 MC0908                          SUPERSEDED SURVEY CONTROL
 MC0908
 MC0908  NGVD 29 (06/03/92)  176.796  (m)          580.04   (f) ADJUSTED    1 2
 MC0908
 MC0908.Superseded values are not recommended for survey control.
 MC0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0908.See file dsdata.txt to determine how the superseded data were derived.
 MC0908
 MC0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF017915(NAD 83)
 MC0908_MARKER: DD = SURVEY DISK
 MC0908_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0908_SP_SET: FOUNDATION
 MC0908_STAMPING: BRIDGE 1942 LDK
 MC0908_MARK LOGO: USLS  
 MC0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0908+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MC0908
 MC0908  HISTORY     - Date     Condition        Report By
 MC0908  HISTORY     - 1942     MONUMENTED       USLS
 MC0908  HISTORY     - 1980     GOOD             NGS
 MC0908  HISTORY     - 19970614 POOR             USPSQD
 MC0908  HISTORY     - 20040830 GOOD             OHDT
 MC0908
 MC0908                          STATION DESCRIPTION
 MC0908
 MC0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0908'IN LORAIN.
 MC0908'IN LORAIN, UNDER THE US HIGHWAY 6 (ERIE AVENUE) BRIDGE OVER THE BLACK
 MC0908'RIVER, SET ATOP THE NORTH CORNER OF THE CONCRETE FOUNDATION SUPPORTING
 MC0908'THE MOST NORTHWESTERLY OF THREE LEGS OF THE FIRST STEEL PIER WEST OF
 MC0908'THE DRAW SPAN.
 MC0908'THE MARK IS 0.7 M ABOVE GROUND.
 MC0908
 MC0908                          STATION RECOVERY (1997)
 MC0908
 MC0908'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC0908'MARK RECOVERED IN POOR CONDITION.
 MC0908
 MC0908                          STATION RECOVERY (2004)
 MC0908
 MC0908'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0907 ***********************************************************************
 MC0907  DESIGNATION -  906 3069 ERIE
 MC0907  PID         -  MC0907
 MC0907  STATE/COUNTY-  OH/LORAIN
 MC0907  USGS QUAD   -  LORAIN (1979)
 MC0907
 MC0907                         *CURRENT SURVEY CONTROL
 MC0907  ___________________________________________________________________
 MC0907* NAD 83(1986)-  41 28 09.     (N)    082 10 35.     (W)     SCALED    
 MC0907* NAVD 88     -       176.557  (meters)     579.25   (feet)  ADJUSTED  
 MC0907  ___________________________________________________________________
 MC0907  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 MC0907  DYNAMIC HT  -         176.487 (meters)     579.02  (feet)  COMP
 MC0907  MODELED GRAV-     980,226.3   (mgal)                       NAVD 88
 MC0907
 MC0907  VERT ORDER  -  FIRST     CLASS II
 MC0907
 MC0907.The horizontal coordinates were scaled from a topographic map and have
 MC0907.an estimated accuracy of +/- 6 seconds.
 MC0907
 MC0907.The orthometric height was determined by differential leveling
 MC0907.and adjusted by the National Geodetic Survey in June 1991..
 MC0907
 MC0907.The geoid height was determined by GEOID03.
 MC0907
 MC0907.The dynamic height is computed by dividing the NAVD 88
 MC0907.geopotential number by the normal gravity value computed on the
 MC0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0907.degrees latitude (g = 980.6199 gals.).
 MC0907
 MC0907.The modeled gravity was interpolated from observed gravity values.
 MC0907
 MC0907;                    North         East    Units  Estimated Accuracy
 MC0907;SPC OH N     -   200,210.      627,030.      MT  (+/- 180 meters Scaled)
 MC0907
 MC0907                          SUPERSEDED SURVEY CONTROL
 MC0907
 MC0907  NGVD 29 (06/03/92)  176.798  (m)          580.04   (f) ADJUSTED    1 2
 MC0907
 MC0907.Superseded values are not recommended for survey control.
 MC0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0907.See file dsdata.txt to determine how the superseded data were derived.
 MC0907
 MC0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF017915(NAD 83)
 MC0907_MARKER: DD = SURVEY DISK
 MC0907_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0907_SP_SET: FOUNDATION
 MC0907_STAMPING: ERIE 1942 LDK
 MC0907_MARK LOGO: USLS  
 MC0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0907
 MC0907  HISTORY     - Date     Condition        Report By
 MC0907  HISTORY     - 1942     MONUMENTED       USLS
 MC0907  HISTORY     - 1980     GOOD             NGS
 MC0907  HISTORY     - 19970614 POOR             USPSQD
 MC0907
 MC0907                          STATION DESCRIPTION
 MC0907
 MC0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0907'IN LORAIN.
 MC0907'IN LORAIN, UNDER THE US HIGHWAY 6 (ERIE AVENUE) BRIDGE OVER THE BLACK
 MC0907'RIVER, SET ATOP THE NORTH CORNER OF THE CONCRETE FOUNDATION SUPPORTING
 MC0907'THE MOST NORTHWESTERLY OF THREE LEGS OF THE THIRD PIER (TWO STEEL AND
 MC0907'ONE CONCRETE) WEST OF THE DRAW SPAN.
 MC0907'THE MARK IS 0.7 M ABOVE GROUND.
 MC0907
 MC0907                          STATION RECOVERY (1997)
 MC0907
 MC0907'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC0907'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0903 ***********************************************************************
 MC0903  DESIGNATION -  906 3069 SHELTER
 MC0903  PID         -  MC0903
 MC0903  STATE/COUNTY-  OH/LORAIN
 MC0903  USGS QUAD   -  LORAIN (1979)
 MC0903
 MC0903                         *CURRENT SURVEY CONTROL
 MC0903  ___________________________________________________________________
 MC0903* NAD 83(1986)-  41 28 14.     (N)    082 10 39.     (W)     SCALED    
 MC0903* NAVD 88     -       175.210  (meters)     574.83   (feet)  ADJUSTED  
 MC0903  ___________________________________________________________________
 MC0903  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 MC0903  DYNAMIC HT  -         175.141 (meters)     574.61  (feet)  COMP
 MC0903  MODELED GRAV-     980,226.5   (mgal)                       NAVD 88
 MC0903
 MC0903  VERT ORDER  -  FIRST     CLASS II
 MC0903
 MC0903.The horizontal coordinates were scaled from a topographic map and have
 MC0903.an estimated accuracy of +/- 6 seconds.
 MC0903
 MC0903.The orthometric height was determined by differential leveling
 MC0903.and adjusted by the National Geodetic Survey in June 1991..
 MC0903
 MC0903.The geoid height was determined by GEOID03.
 MC0903
 MC0903.The dynamic height is computed by dividing the NAVD 88
 MC0903.geopotential number by the normal gravity value computed on the
 MC0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0903.degrees latitude (g = 980.6199 gals.).
 MC0903
 MC0903.The modeled gravity was interpolated from observed gravity values.
 MC0903
 MC0903;                    North         East    Units  Estimated Accuracy
 MC0903;SPC OH N     -   200,370.      626,940.      MT  (+/- 180 meters Scaled)
 MC0903
 MC0903                          SUPERSEDED SURVEY CONTROL
 MC0903
 MC0903  NGVD 29 (06/03/92)  175.452  (m)          575.63   (f) ADJUSTED    1 2
 MC0903
 MC0903.Superseded values are not recommended for survey control.
 MC0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0903.See file dsdata.txt to determine how the superseded data were derived.
 MC0903
 MC0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF016916(NAD 83)
 MC0903_MARKER: I = METAL ROD
 MC0903_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MC0903_SP_SET: COPPER-CLAD STEEL ROD
 MC0903_MARK LOGO: USLS  
 MC0903_PROJECTION: RECESSED 15 CENTIMETERS
 MC0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0903_ROD/PIPE-DEPTH: 7.0  meters
 MC0903
 MC0903  HISTORY     - Date     Condition        Report By
 MC0903  HISTORY     - 1961     MONUMENTED       USLS
 MC0903  HISTORY     - 1980     GOOD             NGS
 MC0903  HISTORY     - 19970614 MARK NOT FOUND   USPSQD
 MC0903  HISTORY     - 20040830 MARK NOT FOUND   OHDT
 MC0903
 MC0903                          STATION DESCRIPTION
 MC0903
 MC0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0903'IN LORAIN.
 MC0903'IN LORAIN, ABOUT 0.16 KILOMETER (0.10 MILE) WEST ALONG ALABAMA AVENUE
 MC0903'FROM THE NORTHEAST END OF THE US HIGHWAY 6 BRIDGE OVER BLACK RIVER, IN
 MC0903'A SMALL PARK JUST EAST OF THE US COAST GUARD BUILDING, SET NEAR THE
 MC0903'WEST CORNER AND IN LINE WITH THE NORTHWEST FACE OF A SMALL STONE AND
 MC0903'MASONRY SHELTER, 16.5 METERS (54.3 FEET) EAST-SOUTHEAST OF A 24-INCH
 MC0903'SYCAMORE TREE, 5.3 METERS (17.7 FEET) WEST-NORTHWEST OF A 24-INCH
 MC0903'CHINESE ELM TREE, 0.35 METERS (1.2 FEET) SOUTHWEST OF THE WEST CORNER
 MC0903'OF THE SHELTER.
 MC0903'THE MARK IS ABOVE LEVEL WITH GROUND.
 MC0903
 MC0903                          STATION RECOVERY (1997)
 MC0903
 MC0903'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC0903'MARK NOT FOUND.
 MC0903
 MC0903                          STATION RECOVERY (2004)
 MC0903
 MC0903'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0923 ***********************************************************************
 MC0923  DESIGNATION -  906 3072 BANK
 MC0923  PID         -  MC0923
 MC0923  STATE/COUNTY-  OH/ERIE
 MC0923  USGS QUAD   -  VERMILION EAST (1979)
 MC0923
 MC0923                         *CURRENT SURVEY CONTROL
 MC0923  ___________________________________________________________________
 MC0923* NAD 83(1986)-  41 25 18.     (N)    082 21 54.     (W)     SCALED    
 MC0923* NAVD 88     -       182.728  (meters)     599.50   (feet)  ADJUSTED  
 MC0923  ___________________________________________________________________
 MC0923  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 MC0923  DYNAMIC HT  -         182.655 (meters)     599.26  (feet)  COMP
 MC0923  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 MC0923
 MC0923  VERT ORDER  -  FIRST     CLASS II
 MC0923
 MC0923.The horizontal coordinates were scaled from a topographic map and have
 MC0923.an estimated accuracy of +/- 6 seconds.
 MC0923
 MC0923.The orthometric height was determined by differential leveling
 MC0923.and adjusted by the National Geodetic Survey in June 1991..
 MC0923
 MC0923.The geoid height was determined by GEOID03.
 MC0923
 MC0923.The dynamic height is computed by dividing the NAVD 88
 MC0923.geopotential number by the normal gravity value computed on the
 MC0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0923.degrees latitude (g = 980.6199 gals.).
 MC0923
 MC0923.The modeled gravity was interpolated from observed gravity values.
 MC0923
 MC0923;                    North         East    Units  Estimated Accuracy
 MC0923;SPC OH N     -   194,900.      611,290.      MT  (+/- 180 meters Scaled)
 MC0923
 MC0923                          SUPERSEDED SURVEY CONTROL
 MC0923
 MC0923  NGVD 29 (06/03/92)  182.964  (m)          600.27   (f) ADJUSTED    1 2
 MC0923
 MC0923.Superseded values are not recommended for survey control.
 MC0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0923.See file dsdata.txt to determine how the superseded data were derived.
 MC0923
 MC0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF859864(NAD 83)
 MC0923_MARKER: DD = SURVEY DISK
 MC0923_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0923_SP_SET: WALL
 MC0923_STAMPING: BANK 1942 LDK
 MC0923_MARK LOGO: USLS  
 MC0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0923+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 MC0923
 MC0923  HISTORY     - Date     Condition        Report By
 MC0923  HISTORY     - 1942     MONUMENTED       USLS
 MC0923  HISTORY     - 1980     GOOD             NGS
 MC0923  HISTORY     - 20040819 GOOD             OHDT
 MC0923
 MC0923                          STATION DESCRIPTION
 MC0923
 MC0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0923'IN VERMILION.
 MC0923'IN VERMILION, AT THE SOUTHWEST CORNER OF THE JUNCTION OF LIBERTY AND
 MC0923'MAIN STREETS, SET IN THE WATER TABLE ON THE NORTH SIDE OF THE ERIE
 MC0923'COUNTY UNITED BANK, 12.05 METERS (39.5 FEET) WEST OF THE WEST CURB OF
 MC0923'MAIN STREET, 8.8 METERS (29.0 FEET) WEST OF THE NORTHWEST CORNER OF
 MC0923'THE BANK, 3.35 METERS (11.0 FEET) SOUTH OF THE SOUTH CURB OF LIBERTY
 MC0923'STREET.
 MC0923'THE MARK IS 1.3 M ABOVE SIDEWALK.
 MC0923
 MC0923                          STATION RECOVERY (2004)
 MC0923
 MC0923'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0923'BANK IS NOW VERMILION CITY HALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0924 ***********************************************************************
 MC0924  DESIGNATION -  906 3072 WALL
 MC0924  PID         -  MC0924
 MC0924  STATE/COUNTY-  OH/ERIE
 MC0924  USGS QUAD   -  VERMILION EAST (1979)
 MC0924
 MC0924                         *CURRENT SURVEY CONTROL
 MC0924  ___________________________________________________________________
 MC0924* NAD 83(1986)-  41 25 21.     (N)    082 21 54.     (W)     SCALED    
 MC0924* NAVD 88     -       181.141  (meters)     594.29   (feet)  ADJUSTED  
 MC0924  ___________________________________________________________________
 MC0924  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 MC0924  DYNAMIC HT  -         181.068 (meters)     594.05  (feet)  COMP
 MC0924  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 MC0924
 MC0924  VERT ORDER  -  FIRST     CLASS II
 MC0924
 MC0924.The horizontal coordinates were scaled from a topographic map and have
 MC0924.an estimated accuracy of +/- 6 seconds.
 MC0924
 MC0924.The orthometric height was determined by differential leveling
 MC0924.and adjusted by the National Geodetic Survey in June 1991..
 MC0924
 MC0924.The geoid height was determined by GEOID03.
 MC0924
 MC0924.The dynamic height is computed by dividing the NAVD 88
 MC0924.geopotential number by the normal gravity value computed on the
 MC0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0924.degrees latitude (g = 980.6199 gals.).
 MC0924
 MC0924.The modeled gravity was interpolated from observed gravity values.
 MC0924
 MC0924;                    North         East    Units  Estimated Accuracy
 MC0924;SPC OH N     -   194,990.      611,290.      MT  (+/- 180 meters Scaled)
 MC0924
 MC0924                          SUPERSEDED SURVEY CONTROL
 MC0924
 MC0924  NGVD 29 (06/03/92)  181.376  (m)          595.06   (f) ADJUSTED    1 2
 MC0924
 MC0924.Superseded values are not recommended for survey control.
 MC0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0924.See file dsdata.txt to determine how the superseded data were derived.
 MC0924
 MC0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF859865(NAD 83)
 MC0924_MARKER: DD = SURVEY DISK
 MC0924_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC0924_SP_SET: RETAINING WALL
 MC0924_STAMPING: WALL 1942 LDK
 MC0924_MARK LOGO: USLS  
 MC0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0924+STABILITY: SURFACE MOTION
 MC0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0924+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 MC0924
 MC0924  HISTORY     - Date     Condition        Report By
 MC0924  HISTORY     - 1942     MONUMENTED       USLS
 MC0924  HISTORY     - 1980     GOOD             NGS
 MC0924  HISTORY     - 20040819 GOOD             OHDT
 MC0924
 MC0924                          STATION DESCRIPTION
 MC0924
 MC0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0924'IN VERMILION.
 MC0924'IN VERMILION, 0.08 KILOMETERS (0.05 MILE) NORTH OF THE JUNCTION OF
 MC0924'LIBERTY AND MAIN STREETS, SET IN THE TOP OF A CONCRETE RETAINING WALL
 MC0924'ON THE EAST SIDE OF MAIN STREET, 18.3 METERS (60.2 FEET) NORTH OF THE
 MC0924'SOUTH END OF THE RETAINING WALL, 9.75 METERS (32.0 FEET) EAST OF THE
 MC0924'CENTER OF MAIN STREET.
 MC0924'THE MARK IS 0.4 M ABOVE GROUND.
 MC0924
 MC0924                          STATION RECOVERY (2004)
 MC0924
 MC0924'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0922 ***********************************************************************
 MC0922  DESIGNATION -  906 3072 WATERWORKS
 MC0922  PID         -  MC0922
 MC0922  STATE/COUNTY-  OH/ERIE
 MC0922  USGS QUAD   -  VERMILION EAST (1979)
 MC0922
 MC0922                         *CURRENT SURVEY CONTROL
 MC0922  ___________________________________________________________________
 MC0922* NAD 83(1986)-  41 25 25.     (N)    082 21 56.     (W)     SCALED    
 MC0922* NAVD 88     -       177.038  (meters)     580.83   (feet)  ADJUSTED  
 MC0922  ___________________________________________________________________
 MC0922  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 MC0922  DYNAMIC HT  -         176.967 (meters)     580.60  (feet)  COMP
 MC0922  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 MC0922
 MC0922  VERT ORDER  -  FIRST     CLASS II
 MC0922
 MC0922.The horizontal coordinates were scaled from a topographic map and have
 MC0922.an estimated accuracy of +/- 6 seconds.
 MC0922
 MC0922.The orthometric height was determined by differential leveling
 MC0922.and adjusted by the National Geodetic Survey in June 1991..
 MC0922
 MC0922.Photographs are available for this station.
 MC0922
 MC0922.The geoid height was determined by GEOID03.
 MC0922
 MC0922.The dynamic height is computed by dividing the NAVD 88
 MC0922.geopotential number by the normal gravity value computed on the
 MC0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0922.degrees latitude (g = 980.6199 gals.).
 MC0922
 MC0922.The modeled gravity was interpolated from observed gravity values.
 MC0922
 MC0922;                    North         East    Units  Estimated Accuracy
 MC0922;SPC OH N     -   195,110.      611,240.      MT  (+/- 180 meters Scaled)
 MC0922
 MC0922                          SUPERSEDED SURVEY CONTROL
 MC0922
 MC0922  NGVD 29 (06/03/92)  177.274  (m)          581.61   (f) ADJUSTED    1 2
 MC0922
 MC0922.Superseded values are not recommended for survey control.
 MC0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0922.See file dsdata.txt to determine how the superseded data were derived.
 MC0922
 MC0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF858866(NAD 83)
 MC0922_MARKER: DD = SURVEY DISK
 MC0922_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0922_SP_SET: BUILDING
 MC0922_STAMPING: WATERWORKS 1942 LDK
 MC0922_MARK LOGO: USLS  
 MC0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0922+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 MC0922
 MC0922  HISTORY     - Date     Condition        Report By
 MC0922  HISTORY     - 1942     MONUMENTED       USLS
 MC0922  HISTORY     - 1980     GOOD             NGS
 MC0922  HISTORY     - 20010922 GOOD             USPSQD
 MC0922  HISTORY     - 20040819 GOOD             OHDT
 MC0922  HISTORY     - 20060715 GOOD             USPSQD
 MC0922
 MC0922                          STATION DESCRIPTION
 MC0922
 MC0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0922'IN VERMILION.
 MC0922'IN VERMILION, SOUTHEAST AND ACROSS MAIN STREET FROM THE JUNCTION OF
 MC0922'WEST HURON STREET, SET VERTICALLY IN THE EAST FACE AND NEAR THE
 MC0922'SOUTHEAST CORNER OF THE WATERWORKS BUILDING, 1.1 METERS (3.3 FEET)
 MC0922'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
 MC0922'THE MARK IS 1.0 M ABOVE GROUND.
 MC0922
 MC0922                          STATION RECOVERY (2001)
 MC0922
 MC0922'RECOVERY NOTE BY US POWER SQUADRON 2001 (JFE)
 MC0922'RECOVERED IN GOOD CONDITION.
 MC0922
 MC0922                          STATION RECOVERY (2004)
 MC0922
 MC0922'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0922'RECOVERED IN GOOD CONDITION.
 MC0922
 MC0922                          STATION RECOVERY (2006)
 MC0922
 MC0922'RECOVERY NOTE BY US POWER SQUADRON 2006
 MC0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0945 ***********************************************************************
 MC0945  DESIGNATION -  906 3074 D
 MC0945  PID         -  MC0945
 MC0945  STATE/COUNTY-  OH/ERIE
 MC0945  USGS QUAD   -  HURON (1979)
 MC0945
 MC0945                         *CURRENT SURVEY CONTROL
 MC0945  ___________________________________________________________________
 MC0945* NAD 83(1986)-  41 23 51.     (N)    082 33 07.     (W)     SCALED    
 MC0945* NAVD 88     -       176.053  (meters)     577.60   (feet)  ADJUSTED  
 MC0945  ___________________________________________________________________
 MC0945  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 MC0945  DYNAMIC HT  -         175.982 (meters)     577.37  (feet)  COMP
 MC0945  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 MC0945
 MC0945  VERT ORDER  -  FIRST     CLASS II
 MC0945
 MC0945.The horizontal coordinates were scaled from a topographic map and have
 MC0945.an estimated accuracy of +/- 6 seconds.
 MC0945
 MC0945.The orthometric height was determined by differential leveling
 MC0945.and adjusted by the National Geodetic Survey in June 1991..
 MC0945
 MC0945.The geoid height was determined by GEOID03.
 MC0945
 MC0945.The dynamic height is computed by dividing the NAVD 88
 MC0945.geopotential number by the normal gravity value computed on the
 MC0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0945.degrees latitude (g = 980.6199 gals.).
 MC0945
 MC0945.The modeled gravity was interpolated from observed gravity values.
 MC0945
 MC0945;                    North         East    Units  Estimated Accuracy
 MC0945;SPC OH N     -   192,210.      595,660.      MT  (+/- 180 meters Scaled)
 MC0945
 MC0945                          SUPERSEDED SURVEY CONTROL
 MC0945
 MC0945  NGVD 29 (06/03/92)  176.281  (m)          578.35   (f) ADJUSTED    1 2
 MC0945
 MC0945.Superseded values are not recommended for survey control.
 MC0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0945.See file dsdata.txt to determine how the superseded data were derived.
 MC0945
 MC0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF702840(NAD 83)
 MC0945_MARKER: DD = SURVEY DISK
 MC0945_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC0945_SP_SET: BULKHEAD
 MC0945_STAMPING: 3074 D 1979
 MC0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0945
 MC0945  HISTORY     - Date     Condition        Report By
 MC0945  HISTORY     - 1979     MONUMENTED       NOS
 MC0945  HISTORY     - 1980     GOOD             NGS
 MC0945  HISTORY     - 20030928 GOOD             USPSQD
 MC0945
 MC0945                          STATION DESCRIPTION
 MC0945
 MC0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0945'IN HURON.
 MC0945'IN HURON, NEAR THE JUNCTION OF WILLIAMS AND WALL STREETS, AT HOUSE
 MC0945'NUMBER 111 (A TWO-STORY WHITE HOUSE) SET IN THE CONCRETE BULKHEAD
 MC0945'ON THE NORTHEAST SIDE OF THE HOUSE, 6.9 METERS (22.7 FEET) NORTHEAST
 MC0945'OF THE NORTH CORNER OF A SMALL STORAGE SHED, 12.3 METERS (40.7 FEET)
 MC0945'SOUTHEAST OF A METAL FLAG POLE, 1.0 METER (3.1 FEET) WEST OF THE MOST
 MC0945'EASTERLY CORNER OF THE BULKHEAD.
 MC0945'THE MARK IS ABOVE LEVEL WITH BULKHEAD.
 MC0945
 MC0945                          STATION RECOVERY (2003)
 MC0945
 MC0945'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 MC0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0941 ***********************************************************************
 MC0941  DESIGNATION -  906 3074 PO
 MC0941  PID         -  MC0941
 MC0941  STATE/COUNTY-  OH/ERIE
 MC0941  USGS QUAD   -  HURON (1979)
 MC0941
 MC0941                         *CURRENT SURVEY CONTROL
 MC0941  ___________________________________________________________________
 MC0941* NAD 83(1986)-  41 23 46.     (N)    082 33 10.     (W)     SCALED    
 MC0941* NAVD 88     -       177.080  (meters)     580.97   (feet)  ADJUSTED  
 MC0941  ___________________________________________________________________
 MC0941  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 MC0941  DYNAMIC HT  -         177.007 (meters)     580.73  (feet)  COMP
 MC0941  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 MC0941
 MC0941  VERT ORDER  -  FIRST     CLASS II
 MC0941
 MC0941.The horizontal coordinates were scaled from a topographic map and have
 MC0941.an estimated accuracy of +/- 6 seconds.
 MC0941
 MC0941.The orthometric height was determined by differential leveling
 MC0941.and adjusted by the National Geodetic Survey in June 1991..
 MC0941
 MC0941.The geoid height was determined by GEOID03.
 MC0941
 MC0941.The dynamic height is computed by dividing the NAVD 88
 MC0941.geopotential number by the normal gravity value computed on the
 MC0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0941.degrees latitude (g = 980.6199 gals.).
 MC0941
 MC0941.The modeled gravity was interpolated from observed gravity values.
 MC0941
 MC0941;                    North         East    Units  Estimated Accuracy
 MC0941;SPC OH N     -   192,050.      595,590.      MT  (+/- 180 meters Scaled)
 MC0941
 MC0941                          SUPERSEDED SURVEY CONTROL
 MC0941
 MC0941  NGVD 29 (06/03/92)  177.308  (m)          581.72   (f) ADJUSTED    1 2
 MC0941
 MC0941.Superseded values are not recommended for survey control.
 MC0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0941.See file dsdata.txt to determine how the superseded data were derived.
 MC0941
 MC0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF701838(NAD 83)
 MC0941_MARKER: B = BOLT
 MC0941_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0941_SP_SET: WALL
 MC0941_STAMPING: P.O.
 MC0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0941+STABILITY: SURFACE MOTION
 MC0941
 MC0941  HISTORY     - Date     Condition        Report By
 MC0941  HISTORY     - 1973     MONUMENTED       NOS
 MC0941  HISTORY     - 1980     GOOD             NGS
 MC0941  HISTORY     - 20030928 MARK NOT FOUND   USPSQD
 MC0941  HISTORY     - 20040818 MARK NOT FOUND   OHDT
 MC0941
 MC0941                          STATION DESCRIPTION
 MC0941
 MC0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0941'IN HURON.
 MC0941'IN HURON, 0.08 KILOMETER (0.05 MILE) NORTHEAST OF THE JUNCTION OF MAIN
 MC0941'AND SOUTH STREET, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 MC0941'PROFESSIONAL ARTS CENTER, 17.6 METERS (57.8 FEET) SOUTHEAST OF THE
 MC0941'WEST CORNER OF THE BUILDING, 2.2 METERS (7.1 FEET) NORTHWEST OF THE
 MC0941'EAST CORNER OF THE MAIN PART OF THE BUILDING.
 MC0941'THE MARK IS 1.5 M ABOVE SIDEWALK.
 MC0941
 MC0941                          STATION RECOVERY (2003)
 MC0941
 MC0941'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 MC0941'BLDG IS NOW THE RIVERVIEW SPORTS CAFE AND BOWLING ALLEY
 MC0941' 
 MC0941
 MC0941                          STATION RECOVERY (2004)
 MC0941
 MC0941'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0941'MARK FALLS INTO AREA COVERED BY DECORATIVE SIDING.  MAY STILL EXIST,
 MC0941'BUT UNDER SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0942 ***********************************************************************
 MC0942  DESIGNATION -  906 3074 POWER
 MC0942  PID         -  MC0942
 MC0942  STATE/COUNTY-  OH/ERIE
 MC0942  USGS QUAD   -  HURON (1979)
 MC0942
 MC0942                         *CURRENT SURVEY CONTROL
 MC0942  ___________________________________________________________________
 MC0942* NAD 83(1986)-  41 23 49.     (N)    082 33 07.     (W)     SCALED    
 MC0942* NAVD 88     -       176.511  (meters)     579.10   (feet)  ADJUSTED  
 MC0942  ___________________________________________________________________
 MC0942  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 MC0942  DYNAMIC HT  -         176.439 (meters)     578.87  (feet)  COMP
 MC0942  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 MC0942
 MC0942  VERT ORDER  -  FIRST     CLASS II
 MC0942
 MC0942.The horizontal coordinates were scaled from a topographic map and have
 MC0942.an estimated accuracy of +/- 6 seconds.
 MC0942
 MC0942.The orthometric height was determined by differential leveling
 MC0942.and adjusted by the National Geodetic Survey in June 1991..
 MC0942
 MC0942.The geoid height was determined by GEOID03.
 MC0942
 MC0942.The dynamic height is computed by dividing the NAVD 88
 MC0942.geopotential number by the normal gravity value computed on the
 MC0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0942.degrees latitude (g = 980.6199 gals.).
 MC0942
 MC0942.The modeled gravity was interpolated from observed gravity values.
 MC0942
 MC0942;                    North         East    Units  Estimated Accuracy
 MC0942;SPC OH N     -   192,140.      595,660.      MT  (+/- 180 meters Scaled)
 MC0942
 MC0942                          SUPERSEDED SURVEY CONTROL
 MC0942
 MC0942  NGVD 29 (06/03/92)  176.739  (m)          579.85   (f) ADJUSTED    1 2
 MC0942
 MC0942.Superseded values are not recommended for survey control.
 MC0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0942.See file dsdata.txt to determine how the superseded data were derived.
 MC0942
 MC0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF702839(NAD 83)
 MC0942_MARKER: T = CHISELED TRIANGLE
 MC0942_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0942_SP_SET: FOUNDATION
 MC0942_MARK LOGO: USLS  
 MC0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0942+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 MC0942
 MC0942  HISTORY     - Date     Condition        Report By
 MC0942  HISTORY     - 1948     MONUMENTED       USLS
 MC0942  HISTORY     - 1980     GOOD             NGS
 MC0942  HISTORY     - 20030928 MARK NOT FOUND   USPSQD
 MC0942  HISTORY     - 20040818 GOOD             OHDT
 MC0942
 MC0942                          STATION DESCRIPTION
 MC0942
 MC0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0942'IN HURON.
 MC0942'IN HURON, AT THE WEST CORNER OF THE JUNCTION OF MAIN AND WALL STREETS,
 MC0942'ATOP THE EAST CORNER OF THE CONCRETE FOUNDATION OF A ONE-STORY BRICK
 MC0942'BUILDING (USED FOR COAST GUARD BOATING INFORMATION), 12.5 METERS
 MC0942'(41.0 FEET) NORTHWEST OF THE CENTER OF MAIN STREET, 13.4 METERS (44.0
 MC0942'FEET) SOUTHWEST OF THE CENTER OF WALL STREET.
 MC0942'THE MARK IS 0.3 M ABOVE GROUND.
 MC0942
 MC0942                          STATION RECOVERY (2003)
 MC0942
 MC0942'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 MC0942'DID NOT DISTURB THE EXTENSIVE LANDSCAPE TO DO THOROUGH SEARCH
 MC0942
 MC0942                          STATION RECOVERY (2004)
 MC0942
 MC0942'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0942'NOW CITY OF HURON PARKS AND RECREATION BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0943 ***********************************************************************
 MC0943  DESIGNATION -  906 3074 WL 108
 MC0943  PID         -  MC0943
 MC0943  STATE/COUNTY-  OH/ERIE
 MC0943  USGS QUAD   -  HURON (1979)
 MC0943
 MC0943                         *CURRENT SURVEY CONTROL
 MC0943  ___________________________________________________________________
 MC0943* NAD 83(1986)-  41 23 53.     (N)    082 33 01.     (W)     SCALED    
 MC0943* NAVD 88     -       175.549  (meters)     575.95   (feet)  ADJUSTED  
 MC0943  ___________________________________________________________________
 MC0943  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 MC0943  DYNAMIC HT  -         175.477 (meters)     575.71  (feet)  COMP
 MC0943  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 MC0943
 MC0943  VERT ORDER  -  FIRST     CLASS II
 MC0943
 MC0943.The horizontal coordinates were scaled from a topographic map and have
 MC0943.an estimated accuracy of +/- 6 seconds.
 MC0943
 MC0943.The orthometric height was determined by differential leveling
 MC0943.and adjusted by the National Geodetic Survey in June 1991..
 MC0943
 MC0943.The geoid height was determined by GEOID03.
 MC0943
 MC0943.The dynamic height is computed by dividing the NAVD 88
 MC0943.geopotential number by the normal gravity value computed on the
 MC0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0943.degrees latitude (g = 980.6199 gals.).
 MC0943
 MC0943.The modeled gravity was interpolated from observed gravity values.
 MC0943
 MC0943;                    North         East    Units  Estimated Accuracy
 MC0943;SPC OH N     -   192,270.      595,800.      MT  (+/- 180 meters Scaled)
 MC0943
 MC0943                          SUPERSEDED SURVEY CONTROL
 MC0943
 MC0943  NGVD 29 (06/03/92)  175.777  (m)          576.70   (f) ADJUSTED    1 2
 MC0943
 MC0943.Superseded values are not recommended for survey control.
 MC0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0943.See file dsdata.txt to determine how the superseded data were derived.
 MC0943
 MC0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF704841(NAD 83)
 MC0943_MARKER: DD = SURVEY DISK
 MC0943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0943_SP_SET: CONCRETE PIER
 MC0943_STAMPING: WL 108 1935 MCK
 MC0943_MARK LOGO: USLS  
 MC0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0943
 MC0943  HISTORY     - Date     Condition        Report By
 MC0943  HISTORY     - 1935     MONUMENTED       USLS
 MC0943  HISTORY     - 1980     GOOD             NGS
 MC0943  HISTORY     - 20030928 MARK NOT FOUND   USPSQD
 MC0943  HISTORY     - 20040818 MARK NOT FOUND   OHDT
 MC0943
 MC0943                          STATION DESCRIPTION
 MC0943
 MC0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0943'IN HURON.
 MC0943'IN HURON, AT THE FOOT OF MAIN STREET , AT THE SOUTHWEST END OF THE
 MC0943'CONCRETE PIER EXTENDING OUT INTO LAKE ERIE, 31.7 METERS (104 FEET)
 MC0943'NORTHEAST OF THE NORTH CORNER OF THE SHOW BOAT RESTAURANT, 0.3 METER
 MC0943'(1.0 FOOT) NORTHWEST OF THE SOUTHEAST EDGE OF THE PIER, 0.3 METER
 MC0943'(1.0 FOOT) NORTHEAST OF THE SOUTHWEST END OF THE PIER, 2.6 METERS
 MC0943'(8.5 FEET) SOUTHEAST OF BENCH MARK S 4.
 MC0943'THE MARK IS 0.3 M ABOVE PAVED PARKING AREA.
 MC0943
 MC0943                          STATION RECOVERY (2003)
 MC0943
 MC0943'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 MC0943'SHOW BOAT REST. HAS BEEN DEMOLISHED
 MC0943
 MC0943                          STATION RECOVERY (2004)
 MC0943
 MC0943'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0943'NEW CONCRETE PIER IN PLACE.  FOUND CORPS OF ENGINEERS MARK STAMPED
 MC0943'RESET 606.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0963 ***********************************************************************
 MC0963  DESIGNATION -  906 3076 CENTRAL
 MC0963  PID         -  MC0963
 MC0963  STATE/COUNTY-  OH/ERIE
 MC0963  USGS QUAD   -  SANDUSKY (1969)
 MC0963
 MC0963                         *CURRENT SURVEY CONTROL
 MC0963  ___________________________________________________________________
 MC0963* NAD 83(1986)-  41 27 15.     (N)    082 42 46.     (W)     SCALED    
 MC0963* NAVD 88     -       184.058  (meters)     603.86   (feet)  ADJUSTED  
 MC0963  ___________________________________________________________________
 MC0963  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC0963  DYNAMIC HT  -         183.982 (meters)     603.61  (feet)  COMP
 MC0963  MODELED GRAV-     980,208.0   (mgal)                       NAVD 88
 MC0963
 MC0963  VERT ORDER  -  FIRST     CLASS II
 MC0963
 MC0963.The horizontal coordinates were scaled from a topographic map and have
 MC0963.an estimated accuracy of +/- 6 seconds.
 MC0963
 MC0963.The orthometric height was determined by differential leveling
 MC0963.and adjusted by the National Geodetic Survey in June 1991..
 MC0963
 MC0963.The geoid height was determined by GEOID03.
 MC0963
 MC0963.The dynamic height is computed by dividing the NAVD 88
 MC0963.geopotential number by the normal gravity value computed on the
 MC0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0963.degrees latitude (g = 980.6199 gals.).
 MC0963
 MC0963.The modeled gravity was interpolated from observed gravity values.
 MC0963
 MC0963;                    North         East    Units  Estimated Accuracy
 MC0963;SPC OH N     -   198,520.      582,220.      MT  (+/- 180 meters Scaled)
 MC0963
 MC0963                          SUPERSEDED SURVEY CONTROL
 MC0963
 MC0963  NGVD 29 (06/03/92)  184.278  (m)          604.59   (f) ADJUSTED    1 2
 MC0963
 MC0963.Superseded values are not recommended for survey control.
 MC0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0963.See file dsdata.txt to determine how the superseded data were derived.
 MC0963
 MC0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF569905(NAD 83)
 MC0963_MARKER: B = BOLT
 MC0963_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MC0963_SP_SET: STRUCTURE
 MC0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0963+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 MC0963
 MC0963  HISTORY     - Date     Condition        Report By
 MC0963  HISTORY     - 1976     MONUMENTED       NOS
 MC0963  HISTORY     - 1980     GOOD             NGS
 MC0963  HISTORY     - 20030929 GOOD             USPSQD
 MC0963  HISTORY     - 20060716 GOOD             GEOCAC
 MC0963
 MC0963                          STATION DESCRIPTION
 MC0963
 MC0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0963'IN SANDUSKY.
 MC0963'IN SANDUSKY, AT THE JUNCTION OF JACKSON STREET AND CENTRAL AVENUE, SET
 MC0963'VERTICALLY IN THE SOUTHEAST FACE OF THE POST OFFICE, 26.9 METERS
 MC0963'(88.2 FEET) SOUTHWEST OF THE CENTER LINE OF JACKSON STREET, 14.05
 MC0963'METERS (46.0 FEET) WEST OF THE WEST CURB OF CENTRAL AVENUE, 16.4
 MC0963'METERS (53.9 FEET) NORTHEAST OF THE SOUTH CORNER OF THE POST OFFICE,
 MC0963'7.0 METERS (22.9 FEET) SOUTHWEST OF THE NORTH CORNER OF THE POST
 MC0963'OFFICE.
 MC0963'THE MARK IS 1.0 M ABOVE GROUND.
 MC0963
 MC0963                          STATION RECOVERY (2003)
 MC0963
 MC0963'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 MC0963'THE OLD POST OFFICE IS NOW THE MERRY GO ROUND MUSEUM
 MC0963
 MC0963                          STATION RECOVERY (2006)
 MC0963
 MC0963'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MC0963'THE FORMER POST OFFICE IS NOW THE MERRY-GO-ROUND MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0960 ***********************************************************************
 MC0960  DESIGNATION -  906 3076 DRUG
 MC0960  PID         -  MC0960
 MC0960  STATE/COUNTY-  OH/ERIE
 MC0960  USGS QUAD   -  SANDUSKY (1969)
 MC0960
 MC0960                         *CURRENT SURVEY CONTROL
 MC0960  ___________________________________________________________________
 MC0960* NAD 83(1986)-  41 27 23.     (N)    082 42 42.     (W)     SCALED    
 MC0960* NAVD 88     -       181.356  (meters)     595.00   (feet)  ADJUSTED  
 MC0960  ___________________________________________________________________
 MC0960  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC0960  DYNAMIC HT  -         181.281 (meters)     594.75  (feet)  COMP
 MC0960  MODELED GRAV-     980,208.3   (mgal)                       NAVD 88
 MC0960
 MC0960  VERT ORDER  -  FIRST     CLASS II
 MC0960
 MC0960.The horizontal coordinates were scaled from a topographic map and have
 MC0960.an estimated accuracy of +/- 6 seconds.
 MC0960
 MC0960.The orthometric height was determined by differential leveling
 MC0960.and adjusted by the National Geodetic Survey in June 1991..
 MC0960
 MC0960.The geoid height was determined by GEOID03.
 MC0960
 MC0960.The dynamic height is computed by dividing the NAVD 88
 MC0960.geopotential number by the normal gravity value computed on the
 MC0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0960.degrees latitude (g = 980.6199 gals.).
 MC0960
 MC0960.The modeled gravity was interpolated from observed gravity values.
 MC0960
 MC0960;                    North         East    Units  Estimated Accuracy
 MC0960;SPC OH N     -   198,770.      582,320.      MT  (+/- 180 meters Scaled)
 MC0960
 MC0960                          SUPERSEDED SURVEY CONTROL
 MC0960
 MC0960  NGVD 29 (06/03/92)  181.576  (m)          595.72   (f) ADJUSTED    1 2
 MC0960
 MC0960.Superseded values are not recommended for survey control.
 MC0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0960.See file dsdata.txt to determine how the superseded data were derived.
 MC0960
 MC0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF570908(NAD 83)
 MC0960_MARKER: B = BOLT
 MC0960_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0960_SP_SET: WALL
 MC0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0960+STABILITY: SURFACE MOTION
 MC0960
 MC0960  HISTORY     - Date     Condition        Report By
 MC0960  HISTORY     - 1976     MONUMENTED       NOS
 MC0960  HISTORY     - 1980     GOOD             NGS
 MC0960  HISTORY     - 20010909 MARK NOT FOUND   USPSQD
 MC0960
 MC0960                          STATION DESCRIPTION
 MC0960
 MC0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0960'IN SANDUSKY.
 MC0960'IN SANDUSKY, AT THE JUNCTION OF MARKET STREET AND COLUMBUS AVENUE, SET
 MC0960'VERTICALLY IN THE NORTHEAST FACE AND NEAR THE NORTH CORNER OF GRAYS
 MC0960'DRUG STORE, 5.1 METERS (16.8 FEET) SOUTHWEST OF THE SOUTHWEST CURB OF
 MC0960'COLUMBUS AVENUE, 5.2 METERS (17.0 FEET) SOUTHEAST OF THE SOUTHEAST
 MC0960'CURB OF MARKET STREET, 0.22 METER (0.7 FOOT) SOUTHEAST OF THE NORTH
 MC0960'CORNER OF THE DRUG STORE.
 MC0960'THE MARK IS 1.3 M ABOVE SIDEWALK.
 MC0960
 MC0960                          STATION RECOVERY (2001)
 MC0960
 MC0960'RECOVERY NOTE BY US POWER SQUADRON 2001 (JFE)
 MC0960'GRAY'S DRUG STORE NO LONGER EXISTS AT THE STATED LAT/LON.  A
 MC0960'RELATIVELY NEW PARKING GARAGE OCCUPIES ONE OF THE CORNERS BUT NONE OF
 MC0960'THE LOCALS INTERVIEWED COULD SAY FOR CERTAIN WHERE GRAY'S DRUG WAS.
 MC0960'THE MARK DESCRIPTION WOULD FIT THE GARAGE LOCATION.  THE BUILDINGS ON
 MC0960'THE REMAINING CORNERS WERE SEARCHED FOR EVIDENCE OF A GEODETIC MARK
 MC0960'AND NONE WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0961 ***********************************************************************
 MC0961  DESIGNATION -  906 3076 EXPRESS
 MC0961  PID         -  MC0961
 MC0961  STATE/COUNTY-  OH/ERIE
 MC0961  USGS QUAD   -  SANDUSKY (1969)
 MC0961
 MC0961                         *CURRENT SURVEY CONTROL
 MC0961  ___________________________________________________________________
 MC0961* NAD 83(1986)-  41 27 28.     (N)    082 42 40.     (W)     SCALED    
 MC0961* NAVD 88     -       178.027  (meters)     584.08   (feet)  ADJUSTED  
 MC0961  ___________________________________________________________________
 MC0961  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC0961  DYNAMIC HT  -         177.953 (meters)     583.83  (feet)  COMP
 MC0961  MODELED GRAV-     980,208.4   (mgal)                       NAVD 88
 MC0961
 MC0961  VERT ORDER  -  FIRST     CLASS II
 MC0961
 MC0961.The horizontal coordinates were scaled from a topographic map and have
 MC0961.an estimated accuracy of +/- 6 seconds.
 MC0961
 MC0961.The orthometric height was determined by differential leveling
 MC0961.and adjusted by the National Geodetic Survey in June 1991..
 MC0961
 MC0961.The geoid height was determined by GEOID03.
 MC0961
 MC0961.The dynamic height is computed by dividing the NAVD 88
 MC0961.geopotential number by the normal gravity value computed on the
 MC0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0961.degrees latitude (g = 980.6199 gals.).
 MC0961
 MC0961.The modeled gravity was interpolated from observed gravity values.
 MC0961
 MC0961;                    North         East    Units  Estimated Accuracy
 MC0961;SPC OH N     -   198,920.      582,360.      MT  (+/- 180 meters Scaled)
 MC0961
 MC0961                          SUPERSEDED SURVEY CONTROL
 MC0961
 MC0961  NGVD 29 (06/03/92)  178.246  (m)          584.80   (f) ADJUSTED    1 2
 MC0961
 MC0961.Superseded values are not recommended for survey control.
 MC0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0961.See file dsdata.txt to determine how the superseded data were derived.
 MC0961
 MC0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF570909(NAD 83)
 MC0961_MARKER: Z = SEE DESCRIPTION
 MC0961_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MC0961_SP_SET: STONE FOUNDATION
 MC0961_MARK LOGO: USE   
 MC0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0961+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 MC0961
 MC0961  HISTORY     - Date     Condition        Report By
 MC0961  HISTORY     - 1888     MONUMENTED       USE
 MC0961  HISTORY     - 1980     GOOD             NGS
 MC0961  HISTORY     - 20040818 GOOD             OHDT
 MC0961
 MC0961                          STATION DESCRIPTION
 MC0961
 MC0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0961'IN SANDUSKY.
 MC0961'IN SANDUSKY, AT THE JUNCTION OF WATER AND WAYNE STREETS, SET ATOP THE
 MC0961'STONE FOUNDATION AT THE EAST CORNER OF THE STEINEMANN AND ASSOCIATES
 MC0961'INC. INSURANCE COMPANY BUILDING, 4.35 METERS (14.3 FEET) WEST OF THE
 MC0961'WEST CURB OF WAYNE STREET, 4.5 METERS (14.8 FEET) NORTH OF THE NORTH
 MC0961'CURB OF WATER STREET.
 MC0961'NOTE-THE MARK IS THE HIGHEST POINT OVER A FAINT RUDELY CUT CROWS FOOT.
 MC0961'THE MARK IS 0.3 M ABOVE SIDEWALK.
 MC0961
 MC0961                          STATION RECOVERY (2004)
 MC0961
 MC0961'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0962 ***********************************************************************
 MC0962  DESIGNATION -  906 3076 WINE
 MC0962  PID         -  MC0962
 MC0962  STATE/COUNTY-  OH/ERIE
 MC0962  USGS QUAD   -  SANDUSKY (1969)
 MC0962
 MC0962                         *CURRENT SURVEY CONTROL
 MC0962  ___________________________________________________________________
 MC0962* NAD 83(1986)-  41 27 29.     (N)    082 42 33.     (W)     SCALED    
 MC0962* NAVD 88     -       177.608  (meters)     582.70   (feet)  ADJUSTED  
 MC0962  ___________________________________________________________________
 MC0962  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC0962  DYNAMIC HT  -         177.535 (meters)     582.46  (feet)  COMP
 MC0962  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 MC0962
 MC0962  VERT ORDER  -  FIRST     CLASS II
 MC0962
 MC0962.The horizontal coordinates were scaled from a topographic map and have
 MC0962.an estimated accuracy of +/- 6 seconds.
 MC0962
 MC0962.The orthometric height was determined by differential leveling
 MC0962.and adjusted by the National Geodetic Survey in June 1991..
 MC0962
 MC0962.The geoid height was determined by GEOID03.
 MC0962
 MC0962.The dynamic height is computed by dividing the NAVD 88
 MC0962.geopotential number by the normal gravity value computed on the
 MC0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0962.degrees latitude (g = 980.6199 gals.).
 MC0962
 MC0962.The modeled gravity was interpolated from observed gravity values.
 MC0962
 MC0962;                    North         East    Units  Estimated Accuracy
 MC0962;SPC OH N     -   198,950.      582,530.      MT  (+/- 180 meters Scaled)
 MC0962
 MC0962                          SUPERSEDED SURVEY CONTROL
 MC0962
 MC0962  NGVD 29 (06/03/92)  177.828  (m)          583.42   (f) ADJUSTED    1 2
 MC0962
 MC0962.Superseded values are not recommended for survey control.
 MC0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0962.See file dsdata.txt to determine how the superseded data were derived.
 MC0962
 MC0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF572910(NAD 83)
 MC0962_MARKER: Q = CHISELED SQUARE
 MC0962_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MC0962_SP_SET: STONE DOORWAY
 MC0962_MARK LOGO: USLS  
 MC0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0962+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 MC0962
 MC0962  HISTORY     - Date     Condition        Report By
 MC0962  HISTORY     - 1948     MONUMENTED       USLS
 MC0962  HISTORY     - 1980     GOOD             NGS
 MC0962  HISTORY     - 20040818 GOOD             OHDT
 MC0962
 MC0962                          STATION DESCRIPTION
 MC0962
 MC0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0962'IN SANDUSKY.
 MC0962'IN SANDUSKY, AT THE JUNCTION OF WATER AND HANCOCK STREETS, ON THE TOP
 MC0962'MOST EASTERLY ENTRANCE ON THE NORTH SIDE OF THE ENGLES AND KRUDWIG
 MC0962'WINE COMPANY (ALSO KNOWN AS PHATZ PHUN HOUSE), 29.6 METERS (97.5 FEET)
 MC0962'SOUTHWEST OF THE SOUTHWEST CURB OF HANCOCK STREET, 4.55 METERS (14.9
 MC0962'FEET) SOUTHEAST OF THE SOUTHEAST CURB OF WATER STREET, 1.1 METERS
 MC0962'(3.6 FEET) SOUTHWEST OF THE NORTH CORNER OF THE BUILDING.
 MC0962'NOTE-THE CHISELED SQUARE IS FORMED BY TWO CUT LINES AND THE
 MC0962'CORNER OF THE STONE DOORWAY.
 MC0962'THE MARK IS 0.2 M ABOVE SIDEWALK.
 MC0962
 MC0962                          STATION RECOVERY (2004)
 MC0962
 MC0962'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0962'CHISELED SQUARE IS FADED
 MC0962'BUILDING IS NOW USED BY FEICK SURVEYING AND ENGINEERING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0990 ***********************************************************************
 MC0990  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0990  DESIGNATION -  906 3079 CELL
 MC0990  PID         -  MC0990
 MC0990  STATE/COUNTY-  OH/OTTAWA
 MC0990  USGS QUAD   -  KELLEYS ISLAND (1979)
 MC0990
 MC0990                         *CURRENT SURVEY CONTROL
 MC0990  ___________________________________________________________________
 MC0990* NAD 83(1986)-  41 32 36.     (N)    082 43 53.     (W)     SCALED    
 MC0990* NAVD 88     -       175.965  (meters)     577.31   (feet)  ADJUSTED  
 MC0990  ___________________________________________________________________
 MC0990  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC0990  DYNAMIC HT  -         175.894 (meters)     577.08  (feet)  COMP
 MC0990  MODELED GRAV-     980,217.3   (mgal)                       NAVD 88
 MC0990
 MC0990  VERT ORDER  -  FIRST     CLASS II
 MC0990
 MC0990.The horizontal coordinates were scaled from a topographic map and have
 MC0990.an estimated accuracy of +/- 6 seconds.
 MC0990
 MC0990.The orthometric height was determined by differential leveling
 MC0990.and adjusted by the National Geodetic Survey in June 1991..
 MC0990
 MC0990.This Tidal Bench Mark is designated as VM 12828
 MC0990.by the Center for Operational Oceanographic Products and Services.
 MC0990
 MC0990.The geoid height was determined by GEOID03.
 MC0990
 MC0990.The dynamic height is computed by dividing the NAVD 88
 MC0990.geopotential number by the normal gravity value computed on the
 MC0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0990.degrees latitude (g = 980.6199 gals.).
 MC0990
 MC0990.The modeled gravity was interpolated from observed gravity values.
 MC0990
 MC0990;                    North         East    Units  Estimated Accuracy
 MC0990;SPC OH N     -   208,430.      580,690.      MT  (+/- 180 meters Scaled)
 MC0990
 MC0990                          SUPERSEDED SURVEY CONTROL
 MC0990
 MC0990  NGVD 29 (06/03/92)  176.177  (m)          578.01   (f) ADJUSTED    1 2
 MC0990
 MC0990.Superseded values are not recommended for survey control.
 MC0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0990.See file dsdata.txt to determine how the superseded data were derived.
 MC0990
 MC0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG555005(NAD 83)
 MC0990_MARKER: Z = SEE DESCRIPTION
 MC0990_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 MC0990_SP_SET: STEEL SHEET PILE
 MC0990_MARK LOGO: NONE  
 MC0990_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0990
 MC0990  HISTORY     - Date     Condition        Report By
 MC0990  HISTORY     - 1959     MONUMENTED       USE
 MC0990  HISTORY     - 1980     POOR             NGS
 MC0990  HISTORY     - 19940719 GOOD             NOS
 MC0990  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 MC0990
 MC0990                          STATION DESCRIPTION
 MC0990
 MC0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0990'2.12 KM NE FROM LAKESIDE.
 MC0990'1.8 KILOMETERS (1.15 MILES) NORTHEAST ALONG STATE HIGHWAY 163 FROM THE
 MC0990'CROSSING OF THE MARBLEHEAD RAILROAD IN LAKESIDE, THENCE 0.32 KILOMETER
 MC0990'(0.20 MILE) NORTH ALONG FRANCES STREET, ON THE PROPERTY OF THE U.S.
 MC0990'COAST GUARD, SET ON THE STEEL CELL PORTION ON THE EAST SIDE OF THE
 MC0990'BREAKWALL WHICH FORMS THE WEST SIDE OF THE BOAT BASIN ON THE NORTH
 MC0990'SIDE OF THE BOAT HOUSE, 21.8 METERS (71.8 FEET) NORTH OF THE NORTHWEST
 MC0990'CORNER OF THE BOAT HOUSE, 7.1 METERS (23.3 FEET) SOUTH OF THE
 MC0990'CYLINDRICAL PIPE FOR GAGE WELL.
 MC0990'NOTE-MARK IS TWO CHISELED LINES ON TOP OF CELL.
 MC0990'THE MARK IS 1.3 M ABOVE WALKWAY.
 MC0990
 MC0990                          STATION RECOVERY (1994)
 MC0990
 MC0990'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MC0990'RECOVERED IN GOOD CONDITION.
 MC0990
 MC0990                          STATION RECOVERY (2004)
 MC0990
 MC0990'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC0990'BOAT HOUSE HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0989 ***********************************************************************
 MC0989  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0989  DESIGNATION -  906 3079 E
 MC0989  PID         -  MC0989
 MC0989  STATE/COUNTY-  OH/OTTAWA
 MC0989  USGS QUAD   -  KELLEYS ISLAND (1979)
 MC0989
 MC0989                         *CURRENT SURVEY CONTROL
 MC0989  ___________________________________________________________________
 MC0989* NAD 83(1986)-  41 32 35.     (N)    082 43 51.     (W)     SCALED    
 MC0989* NAVD 88     -       176.274  (meters)     578.33   (feet)  ADJUSTED  
 MC0989  ___________________________________________________________________
 MC0989  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC0989  DYNAMIC HT  -         176.203 (meters)     578.09  (feet)  COMP
 MC0989  MODELED GRAV-     980,217.3   (mgal)                       NAVD 88
 MC0989
 MC0989  VERT ORDER  -  FIRST     CLASS II
 MC0989
 MC0989.The horizontal coordinates were scaled from a topographic map and have
 MC0989.an estimated accuracy of +/- 6 seconds.
 MC0989
 MC0989.The orthometric height was determined by differential leveling
 MC0989.and adjusted by the National Geodetic Survey in June 1991..
 MC0989
 MC0989.This Tidal Bench Mark is designated as VM 12830
 MC0989.by the Center for Operational Oceanographic Products and Services.
 MC0989
 MC0989.The geoid height was determined by GEOID03.
 MC0989
 MC0989.The dynamic height is computed by dividing the NAVD 88
 MC0989.geopotential number by the normal gravity value computed on the
 MC0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0989.degrees latitude (g = 980.6199 gals.).
 MC0989
 MC0989.The modeled gravity was interpolated from observed gravity values.
 MC0989
 MC0989;                    North         East    Units  Estimated Accuracy
 MC0989;SPC OH N     -   208,400.      580,740.      MT  (+/- 180 meters Scaled)
 MC0989
 MC0989                          SUPERSEDED SURVEY CONTROL
 MC0989
 MC0989  NGVD 29 (06/03/92)  176.485  (m)          579.02   (f) ADJUSTED    1 2
 MC0989
 MC0989.Superseded values are not recommended for survey control.
 MC0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0989.See file dsdata.txt to determine how the superseded data were derived.
 MC0989
 MC0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG556004(NAD 83)
 MC0989_MARKER: DD = SURVEY DISK
 MC0989_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC0989_SP_SET: RETAINING WALL
 MC0989_STAMPING: 3079 E 1978
 MC0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0989+STABILITY: SURFACE MOTION
 MC0989
 MC0989  HISTORY     - Date     Condition        Report By
 MC0989  HISTORY     - 1978     MONUMENTED       NOS
 MC0989  HISTORY     - 1980     GOOD             NGS
 MC0989  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 MC0989
 MC0989                          STATION DESCRIPTION
 MC0989
 MC0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0989'2.12 KM NE FROM LAKESIDE.
 MC0989'1.8 KILOMETERS (1.15 MILES) NORTHEAST ALONG STATE HIGHWAY 163 FROM THE
 MC0989'CROSSING OF THE MARBLEHEAD RAILROAD IN LAKESIDE, THENCE 0.32 KILOMETER
 MC0989'(0.20 MILE) NORTH ALONG FRANCES STREET, ON THE PROPERTY OF THE US
 MC0989'COAST GUARD, SET IN THE CONCRETE RETAINING WALL AROUND THE FUEL TANKS
 MC0989'ON THE EAST SIDE OF THE BOAT HOUSE, 12.9 METERS (42.3 FEET) EAST-
 MC0989'NORTHEAST OF THE SOUTHEAST CORNER OF THE BOAT HOUSE, 0.6 METERS (2.0
 MC0989'FEET) WEST OF THE SOUTHEAST CORNER OF THE RETAINING WALL.
 MC0989'THE MARK IS 0.3 M ABOVE GROUND.
 MC0989
 MC0989                          STATION RECOVERY (2004)
 MC0989
 MC0989'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC0989'A CONCRETE BLOCK WALL HAS BEEN BUILT ON THIS RETAINING WALL, MARK MAY
 MC0989'BE THERE BUT NOT VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6925 ***********************************************************************
 AB6925  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6925  DESIGNATION -  906 3079 F
 AB6925  PID         -  AB6925
 AB6925  STATE/COUNTY-  OH/OTTAWA
 AB6925  USGS QUAD   -  KELLEYS ISLAND (1979)
 AB6925
 AB6925                         *CURRENT SURVEY CONTROL
 AB6925  ___________________________________________________________________
 AB6925* NAD 83(1986)-  41 32 40.     (N)    082 43 53.     (W)     SCALED    
 AB6925* NAVD 88     -       175.911  (meters)     577.13   (feet)  ADJUSTED  
 AB6925  ___________________________________________________________________
 AB6925  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 AB6925  DYNAMIC HT  -         175.840 (meters)     576.90  (feet)  COMP
 AB6925  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 AB6925
 AB6925  VERT ORDER  -  SECOND    CLASS I
 AB6925
 AB6925.The horizontal coordinates were scaled from a topographic map and have
 AB6925.an estimated accuracy of +/- 6 seconds.
 AB6925
 AB6925.The orthometric height was determined by differential leveling
 AB6925.and adjusted by the National Geodetic Survey in January 1997..
 AB6925
 AB6925.This Tidal Bench Mark is designated as VM 12831
 AB6925.by the Center for Operational Oceanographic Products and Services.
 AB6925
 AB6925.The geoid height was determined by GEOID03.
 AB6925
 AB6925.The dynamic height is computed by dividing the NAVD 88
 AB6925.geopotential number by the normal gravity value computed on the
 AB6925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6925.degrees latitude (g = 980.6199 gals.).
 AB6925
 AB6925.The modeled gravity was interpolated from observed gravity values.
 AB6925
 AB6925;                    North         East    Units  Estimated Accuracy
 AB6925;SPC OH N     -   208,550.      580,690.      MT  (+/- 180 meters Scaled)
 AB6925
 AB6925                          SUPERSEDED SURVEY CONTROL
 AB6925
 AB6925.No superseded survey control is available for this station.
 AB6925
 AB6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG555006(NAD 83)
 AB6925_MARKER: DB = BENCH MARK DISK
 AB6925_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6925_SP_SET: FERRY SLIP ABUTMENT
 AB6925_STAMPING: 3079 F 1982
 AB6925_MARK LOGO: NOS   
 AB6925_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6925+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 AB6925
 AB6925  HISTORY     - Date     Condition        Report By
 AB6925  HISTORY     - 1982     MONUMENTED       NOS
 AB6925  HISTORY     - 19940719 GOOD             NOS
 AB6925  HISTORY     - 20040530 GOOD             USPSQD
 AB6925  HISTORY     - 20050918 GOOD             USPSQD
 AB6925
 AB6925                          STATION DESCRIPTION
 AB6925
 AB6925'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AB6925'IN MARBLEHEAD, AT THE KELLYS ISLAND FERRY DOCK, IN SOUTHEAST CORNER OF
 AB6925'CONCRETE FERRY SLIP ABUTMENT OF THE MOST EASTERLY OF TOW FERRY SLIPS,
 AB6925'43.0 FEET (13.1 M) NORTH-NORTHWEST OF NORTHWEST CORNER OF COVERED
 AB6925'PASSENGER WAITING AREA, 5.3 FEET (1.6 M) NORTHWEST OF A POWER POLE AND
 AB6925'3.6 FEET (1.1 M) SOUTH OF SOUTHEAST LEG OF STEEL RAMP SUPPORT, BEING
 AB6925'THE HIGHEST POINT OF LINE IN CENTER OF A STANDARD NOS DISC SET FLUSH
 AB6925'WITH THE SURFACE, STAMPED 3079 F 1982.
 AB6925
 AB6925                          STATION RECOVERY (2004)
 AB6925
 AB6925'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB6925'RECOVERED IN GOOD CONDITION.
 AB6925
 AB6925                          STATION RECOVERY (2005)
 AB6925
 AB6925'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB6925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0986 ***********************************************************************
 MC0986  DESIGNATION -  906 3079 FLAG
 MC0986  PID         -  MC0986
 MC0986  STATE/COUNTY-  OH/OTTAWA
 MC0986  USGS QUAD   -  KELLEYS ISLAND (1979)
 MC0986
 MC0986                         *CURRENT SURVEY CONTROL
 MC0986  ___________________________________________________________________
 MC0986* NAD 83(1986)-  41 32 33.     (N)    082 43 51.     (W)     SCALED    
 MC0986* NAVD 88     -       178.967  (meters)     587.16   (feet)  ADJUSTED  
 MC0986  ___________________________________________________________________
 MC0986  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC0986  DYNAMIC HT  -         178.895 (meters)     586.92  (feet)  COMP
 MC0986  MODELED GRAV-     980,217.2   (mgal)                       NAVD 88
 MC0986
 MC0986  VERT ORDER  -  FIRST     CLASS II
 MC0986
 MC0986.The horizontal coordinates were scaled from a topographic map and have
 MC0986.an estimated accuracy of +/- 6 seconds.
 MC0986
 MC0986.The orthometric height was determined by differential leveling
 MC0986.and adjusted by the National Geodetic Survey in June 1991..
 MC0986
 MC0986.The geoid height was determined by GEOID03.
 MC0986
 MC0986.The dynamic height is computed by dividing the NAVD 88
 MC0986.geopotential number by the normal gravity value computed on the
 MC0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0986.degrees latitude (g = 980.6199 gals.).
 MC0986
 MC0986.The modeled gravity was interpolated from observed gravity values.
 MC0986
 MC0986;                    North         East    Units  Estimated Accuracy
 MC0986;SPC OH N     -   208,330.      580,740.      MT  (+/- 180 meters Scaled)
 MC0986
 MC0986                          SUPERSEDED SURVEY CONTROL
 MC0986
 MC0986  NGVD 29 (06/03/92)  179.179  (m)          587.86   (f) ADJUSTED    1 2
 MC0986
 MC0986.Superseded values are not recommended for survey control.
 MC0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0986.See file dsdata.txt to determine how the superseded data were derived.
 MC0986
 MC0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG556004(NAD 83)
 MC0986_MARKER: I = METAL ROD
 MC0986_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MC0986_SP_SET: COPPER-CLAD STEEL ROD
 MC0986_MARK LOGO: USLS  
 MC0986_PROJECTION: FLUSH
 MC0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0986+STABILITY: SURFACE MOTION
 MC0986_ROD/PIPE-DEPTH: 2.5  meters
 MC0986
 MC0986  HISTORY     - Date     Condition        Report By
 MC0986  HISTORY     - 1961     MONUMENTED       USLS
 MC0986  HISTORY     - 1980     GOOD             NGS
 MC0986  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 MC0986
 MC0986                          STATION DESCRIPTION
 MC0986
 MC0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0986'2.12 KM NE FROM LAKESIDE.
 MC0986'1.8 KILOMETERS (1.15 MILES) NORTHEAST ALONG STATE HIGHWAY 163 FROM THE
 MC0986'CROSSING OF THE MARBLEHEAD RAILROAD IN LAKESIDE, THENCE 0.32 KILOMETER
 MC0986'(0.20 MILE) NORTH ALONG FRANCIS STREET, ON THE PROPERTY OF THE US
 MC0986'COAST GUARD, SET IN THE LAWN ON THE SOUTH SIDE OF THE MAIN OFFICE
 MC0986'BUILDING, 16.0 METERS (52.6 FEET) SOUTH OF THE SOUTHWEST CORNER OF THE
 MC0986'MAIN OFFICE BUILDING, 15.1 METERS (49.8 FEET) SOUTHWEST OF THE
 MC0986'NORTHWEST CORNER OF A PERMANENTLY SETUP HOUSE TRAILER, 11.6 METERS
 MC0986'(38.0 FEET) NORTHWEST OF THE SOUTHWEST CORNER OF THE TRAILER, 4.6
 MC0986'METERS (5.5 FEET) SOUTHWEST OF AN AIR VENT NOW PAINTED YELLOW.
 MC0986'THE MARK IS ABOVE LEVEL WITH GROUND.
 MC0986
 MC0986                          STATION RECOVERY (2004)
 MC0986
 MC0986'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC0986'THIS MAIN OFFICE WAS REPLACED YEARS AGO.THE PERMANENT HOUSE TRAILER
 MC0986'HAS BEEN REMOVED LONG AGO, HOWEVER THE CONCRETE PAD IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6926 ***********************************************************************
 AB6926  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6926  DESIGNATION -  906 3079 G
 AB6926  PID         -  AB6926
 AB6926  STATE/COUNTY-  OH/OTTAWA
 AB6926  USGS QUAD   -  KELLEYS ISLAND (1979)
 AB6926
 AB6926                         *CURRENT SURVEY CONTROL
 AB6926  ___________________________________________________________________
 AB6926* NAD 83(1986)-  41 32 40.     (N)    082 43 53.     (W)     SCALED    
 AB6926* NAVD 88     -       176.935  (meters)     580.49   (feet)  ADJUSTED  
 AB6926  ___________________________________________________________________
 AB6926  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 AB6926  DYNAMIC HT  -         176.863 (meters)     580.26  (feet)  COMP
 AB6926  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 AB6926
 AB6926  VERT ORDER  -  SECOND    CLASS I
 AB6926
 AB6926.The horizontal coordinates were scaled from a topographic map and have
 AB6926.an estimated accuracy of +/- 6 seconds.
 AB6926
 AB6926.The orthometric height was determined by differential leveling
 AB6926.and adjusted by the National Geodetic Survey in January 1997..
 AB6926
 AB6926.This Tidal Bench Mark is designated as VM 12832
 AB6926.by the Center for Operational Oceanographic Products and Services.
 AB6926
 AB6926.The geoid height was determined by GEOID03.
 AB6926
 AB6926.The dynamic height is computed by dividing the NAVD 88
 AB6926.geopotential number by the normal gravity value computed on the
 AB6926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6926.degrees latitude (g = 980.6199 gals.).
 AB6926
 AB6926.The modeled gravity was interpolated from observed gravity values.
 AB6926
 AB6926;                    North         East    Units  Estimated Accuracy
 AB6926;SPC OH N     -   208,550.      580,690.      MT  (+/- 180 meters Scaled)
 AB6926
 AB6926                          SUPERSEDED SURVEY CONTROL
 AB6926
 AB6926.No superseded survey control is available for this station.
 AB6926
 AB6926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG555006(NAD 83)
 AB6926_MARKER: DB = BENCH MARK DISK
 AB6926_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB6926_SP_SET: SLIDING DOOR FOUNDATION
 AB6926_STAMPING: 3079 G 1982
 AB6926_MARK LOGO: NOS   
 AB6926_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6926+STABILITY: SURFACE MOTION
 AB6926
 AB6926  HISTORY     - Date     Condition        Report By
 AB6926  HISTORY     - 1982     MONUMENTED       NOS
 AB6926  HISTORY     - 19940719 GOOD             NOS
 AB6926  HISTORY     - 20040530 GOOD             USPSQD
 AB6926  HISTORY     - 20050918 GOOD             USPSQD
 AB6926
 AB6926                          STATION DESCRIPTION
 AB6926
 AB6926'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AB6926'IN MARBLEHEAD, AT THE U.S.  COAST GUARD BASE, IN WEST SIDE OF CONCRETE
 AB6926'OF SLIDING DOOR FOUNDATION OF BOATHOUSE GARAGE, 0.6 FEET (18.3 CM)
 AB6926'EAST OF THE MOST WESTLY DOOR JAM, BEING THE HIGHEST POINT OF LINE IN
 AB6926'CENTER OF A STANDARD NOS DISC SET FLUSH IN THE CONCRETE, STAMPED 3079
 AB6926'G 1982.
 AB6926
 AB6926                          STATION RECOVERY (2004)
 AB6926
 AB6926'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB6926'RECOVERED IN GOOD CONDITION.
 AB6926
 AB6926                          STATION RECOVERY (2005)
 AB6926
 AB6926'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB6926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0985 ***********************************************************************
 MC0985  DESIGNATION -  906 3079 GUARD
 MC0985  PID         -  MC0985
 MC0985  STATE/COUNTY-  OH/OTTAWA
 MC0985  USGS QUAD   -  KELLEYS ISLAND (1979)
 MC0985
 MC0985                         *CURRENT SURVEY CONTROL
 MC0985  ___________________________________________________________________
 MC0985* NAD 83(1986)-  41 32 33.     (N)    082 43 51.     (W)     SCALED    
 MC0985* NAVD 88     -       179.334  (meters)     588.37   (feet)  ADJUSTED  
 MC0985  ___________________________________________________________________
 MC0985  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC0985  DYNAMIC HT  -         179.262 (meters)     588.13  (feet)  COMP
 MC0985  MODELED GRAV-     980,217.2   (mgal)                       NAVD 88
 MC0985
 MC0985  VERT ORDER  -  FIRST     CLASS II
 MC0985
 MC0985.The horizontal coordinates were scaled from a topographic map and have
 MC0985.an estimated accuracy of +/- 6 seconds.
 MC0985
 MC0985.The orthometric height was determined by differential leveling
 MC0985.and adjusted by the National Geodetic Survey in June 1991..
 MC0985
 MC0985.The geoid height was determined by GEOID03.
 MC0985
 MC0985.The dynamic height is computed by dividing the NAVD 88
 MC0985.geopotential number by the normal gravity value computed on the
 MC0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0985.degrees latitude (g = 980.6199 gals.).
 MC0985
 MC0985.The modeled gravity was interpolated from observed gravity values.
 MC0985
 MC0985;                    North         East    Units  Estimated Accuracy
 MC0985;SPC OH N     -   208,330.      580,740.      MT  (+/- 180 meters Scaled)
 MC0985
 MC0985                          SUPERSEDED SURVEY CONTROL
 MC0985
 MC0985  NGVD 29 (06/03/92)  179.546  (m)          589.06   (f) ADJUSTED    1 2
 MC0985
 MC0985.Superseded values are not recommended for survey control.
 MC0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0985.See file dsdata.txt to determine how the superseded data were derived.
 MC0985
 MC0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG556004(NAD 83)
 MC0985_MARKER: DD = SURVEY DISK
 MC0985_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0985_SP_SET: WALL
 MC0985_STAMPING: GUARD 1961
 MC0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0985+STABILITY: SURFACE MOTION
 MC0985
 MC0985  HISTORY     - Date     Condition        Report By
 MC0985  HISTORY     - 1961     MONUMENTED       USE
 MC0985  HISTORY     - 1980     GOOD             NGS
 MC0985  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 MC0985
 MC0985                          STATION DESCRIPTION
 MC0985
 MC0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0985'2.12 KM NE FROM LAKESIDE.
 MC0985'1.8 KILOMETERS (1.15 MILES) NORTHEAST ALONG STATE HIGHWAY 163 FROM
 MC0985'THE CROSSING OF THE MARBLEHEAD RAILROAD IN LAKESIDE, THENCE 0.32
 MC0985'KILOMETER (0.20 MILE) NORTH ALONG FRANCES STREET, ON THE PROPERTY OF
 MC0985'THE US COAST GUARD, SET VERTICALLY IN THE WEST FACE OF THE MAIN OFFICE
 MC0985'BUILDING OF THE US COAST GUARD LIFEBOAT STATION, 0.3 METER (1.0 FOOT)
 MC0985'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING.
 MC0985'THE MARK IS 1.0 M ABOVE GROUND.
 MC0985
 MC0985                          STATION RECOVERY (2004)
 MC0985
 MC0985'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC0985'THIS MAIN OFFICE WAS REPLACED YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6927 ***********************************************************************
 AB6927  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6927  DESIGNATION -  906 3079 J
 AB6927  PID         -  AB6927
 AB6927  STATE/COUNTY-  OH/OTTAWA
 AB6927  USGS QUAD   -  KELLEYS ISLAND (1979)
 AB6927
 AB6927                         *CURRENT SURVEY CONTROL
 AB6927  ___________________________________________________________________
 AB6927* NAD 83(1986)-  41 32 40.     (N)    082 43 53.     (W)     SCALED    
 AB6927* NAVD 88     -       175.700  (meters)     576.44   (feet)  ADJUSTED  
 AB6927  ___________________________________________________________________
 AB6927  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 AB6927  DYNAMIC HT  -         175.629 (meters)     576.21  (feet)  COMP
 AB6927  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 AB6927
 AB6927  VERT ORDER  -  SECOND    CLASS I
 AB6927
 AB6927.The horizontal coordinates were scaled from a topographic map and have
 AB6927.an estimated accuracy of +/- 6 seconds.
 AB6927
 AB6927.The orthometric height was determined by differential leveling
 AB6927.and adjusted by the National Geodetic Survey in January 1997..
 AB6927
 AB6927.This Tidal Bench Mark is designated as VM 12834
 AB6927.by the Center for Operational Oceanographic Products and Services.
 AB6927
 AB6927.The geoid height was determined by GEOID03.
 AB6927
 AB6927.The dynamic height is computed by dividing the NAVD 88
 AB6927.geopotential number by the normal gravity value computed on the
 AB6927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6927.degrees latitude (g = 980.6199 gals.).
 AB6927
 AB6927.The modeled gravity was interpolated from observed gravity values.
 AB6927
 AB6927;                    North         East    Units  Estimated Accuracy
 AB6927;SPC OH N     -   208,550.      580,690.      MT  (+/- 180 meters Scaled)
 AB6927
 AB6927                          SUPERSEDED SURVEY CONTROL
 AB6927
 AB6927.No superseded survey control is available for this station.
 AB6927
 AB6927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG555006(NAD 83)
 AB6927_MARKER: DB = BENCH MARK DISK
 AB6927_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB6927_STAMPING: 3079 J 1993
 AB6927_MARK LOGO: NOS   
 AB6927_PROJECTION: FLUSH
 AB6927_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6927+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 AB6927_ROD/PIPE-DEPTH: 3.66 meters
 AB6927
 AB6927  HISTORY     - Date     Condition        Report By
 AB6927  HISTORY     - 1993     MONUMENTED       NOS
 AB6927  HISTORY     - 19940719 GOOD             NOS
 AB6927  HISTORY     - 20040530 GOOD             USPSQD
 AB6927  HISTORY     - 20050918 GOOD             USPSQD
 AB6927
 AB6927                          STATION DESCRIPTION
 AB6927
 AB6927'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AB6927'IN MARBLEHEAD, AT THE MARBLEHEAD COAST GUARD STATION, 71.1 FEET (21.7
 AB6927'M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PARKING AREA
 AB6927'ON THE NORTH SIDE OF THE COAST GUARD FACILITY BUILDING, 81.1 FEET
 AB6927'(24.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE PYROTECHICS SHELTER,
 AB6927'32.0 FEET (9.8 M) EAST OF THE NORTHEAST CORNER OF THE FUEL STORAGE
 AB6927'BUILDING WITH BLOCK FOUNDATION, BEING A STANDARD NOS DISC CRIMPED ATOP
 AB6927'A 1/2-INCH STAINLESS STEEL ROD 12.0 FEET (3.7 M) LONG DRIVEN TO
 AB6927'REFUSAL WITH A 4-INCH PVC SCREW CAP AND CONCRETE KICK PAD FLUSH WITH
 AB6927'THE GROUND.
 AB6927
 AB6927                          STATION RECOVERY (2004)
 AB6927
 AB6927'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB6927'RECOVERED IN GOOD CONDITION.
 AB6927
 AB6927                          STATION RECOVERY (2005)
 AB6927
 AB6927'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB6927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6928 ***********************************************************************
 AB6928  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6928  DESIGNATION -  906 3079 K
 AB6928  PID         -  AB6928
 AB6928  STATE/COUNTY-  OH/OTTAWA
 AB6928  USGS QUAD   -  KELLEYS ISLAND (1979)
 AB6928
 AB6928                         *CURRENT SURVEY CONTROL
 AB6928  ___________________________________________________________________
 AB6928* NAD 83(1986)-  41 32 40.     (N)    082 43 53.     (W)     SCALED    
 AB6928* NAVD 88     -       177.350  (meters)     581.86   (feet)  ADJUSTED  
 AB6928  ___________________________________________________________________
 AB6928  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 AB6928  DYNAMIC HT  -         177.278 (meters)     581.62  (feet)  COMP
 AB6928  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 AB6928
 AB6928  VERT ORDER  -  SECOND    CLASS I
 AB6928
 AB6928.The horizontal coordinates were scaled from a topographic map and have
 AB6928.an estimated accuracy of +/- 6 seconds.
 AB6928
 AB6928.The orthometric height was determined by differential leveling
 AB6928.and adjusted by the National Geodetic Survey in January 1997..
 AB6928
 AB6928.This Tidal Bench Mark is designated as VM 12835
 AB6928.by the Center for Operational Oceanographic Products and Services.
 AB6928
 AB6928.The geoid height was determined by GEOID03.
 AB6928
 AB6928.The dynamic height is computed by dividing the NAVD 88
 AB6928.geopotential number by the normal gravity value computed on the
 AB6928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6928.degrees latitude (g = 980.6199 gals.).
 AB6928
 AB6928.The modeled gravity was interpolated from observed gravity values.
 AB6928
 AB6928;                    North         East    Units  Estimated Accuracy
 AB6928;SPC OH N     -   208,550.      580,690.      MT  (+/- 180 meters Scaled)
 AB6928
 AB6928                          SUPERSEDED SURVEY CONTROL
 AB6928
 AB6928.No superseded survey control is available for this station.
 AB6928
 AB6928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG555006(NAD 83)
 AB6928_MARKER: DB = BENCH MARK DISK
 AB6928_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB6928_SP_SET: RADIO TOWER PAD
 AB6928_STAMPING: 3079 K 1993
 AB6928_MARK LOGO: NOS   
 AB6928_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6928+STABILITY: SURFACE MOTION
 AB6928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6928+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 AB6928
 AB6928  HISTORY     - Date     Condition        Report By
 AB6928  HISTORY     - 1993     MONUMENTED       NOS
 AB6928  HISTORY     - 19940719 GOOD             NOS
 AB6928  HISTORY     - 20040530 GOOD             USPSQD
 AB6928  HISTORY     - 20050918 GOOD             USPSQD
 AB6928
 AB6928                          STATION DESCRIPTION
 AB6928
 AB6928'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AB6928'IN MARBLEHEAD, AT THE MARBLEHEAD COAST GUARD STATION, 52.4 FEET (16.0
 AB6928'M) NORTH OF THE NORTHWEST CORNER OF THE COAST GUARD FACILITY BUILDING,
 AB6928'51.4 FEET (15.7 M) EAST OF THE NORTHEAST CORNER OF A WHITE BLOCK
 AB6928'BUILDING ON THE FERRY TERMINAL PROPERTY, ON A 4' X 4' CONCRETE RADIO
 AB6928'TOWER PAD, 3.5 FEET (1.1 M) SOUTH OF THE NORTHEAST SIDE OF THE
 AB6928'CONCRETE PAD, BEING THE HIGH POINT OF A STANDARD NOS DISC SET FLUSH
 AB6928'WITH THE CONCRETE.
 AB6928
 AB6928                          STATION RECOVERY (2004)
 AB6928
 AB6928'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB6928'RECOVERED IN GOOD CONDITION.
 AB6928
 AB6928                          STATION RECOVERY (2005)
 AB6928
 AB6928'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB6928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9236 ***********************************************************************
 AH9236  CBN         -  This is a Cooperative Base Network Control Station.
 AH9236  TIDAL BM    -  This is a Tidal Bench Mark.
 AH9236  DESIGNATION -  906 3079 L
 AH9236  PID         -  AH9236
 AH9236  STATE/COUNTY-  OH/OTTAWA
 AH9236  USGS QUAD   -  KELLEYS ISLAND (1979)
 AH9236
 AH9236                         *CURRENT SURVEY CONTROL
 AH9236  ___________________________________________________________________
 AH9236* NAD 83(1997)-  41 32 36.55462(N)    082 43 53.05599(W)     ADJUSTED  
 AH9236* NAVD 88     -       176.1    (meters)     578.     (feet)  GPS OBS   
 AH9236  ___________________________________________________________________
 AH9236  X           -     604,881.539 (meters)                     COMP
 AH9236  Y           -  -4,742,462.096 (meters)                     COMP
 AH9236  Z           -   4,207,881.657 (meters)                     COMP
 AH9236  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 AH9236  ELLIP HEIGHT-         140.60  (meters)          (09/23/04) GPS OBS
 AH9236  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 AH9236
 AH9236  HORZ ORDER  -  A
 AH9236  ELLP ORDER  -  FOURTH    CLASS I
 AH9236
 AH9236.The horizontal coordinates were established by GPS observations
 AH9236.and adjusted by the National Geodetic Survey in May 1999..
 AH9236
 AH9236.The orthometric height was determined by GPS observations and a
 AH9236.high-resolution geoid model.
 AH9236
 AH9236.This Tidal Bench Mark is designated as VM 17045
 AH9236.by the Center for Operational Oceanographic Products and Services.
 AH9236
 AH9236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9236
 AH9236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9236
 AH9236.The ellipsoidal height was determined by GPS observations
 AH9236.and is referenced to NAD 83.
 AH9236
 AH9236.The geoid height was determined by GEOID03.
 AH9236
 AH9236;                    North         East     Units Scale Factor Converg.
 AH9236;SPC OH N     -   208,442.894   580,692.080   MT  0.99997357   -0 09 07.3
 AH9236;UTM  17      - 4,600,539.486   355,586.214   MT  0.99985665   -1 08 54.4
 AH9236
 AH9236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9236!SPC OH N     -   0.99997795  x   0.99997357  =   0.99995152
 AH9236!UTM  17      -   0.99997795  x   0.99985665  =   0.99983460
 AH9236
 AH9236|---------------------------------------------------------------------|
 AH9236| PID    Reference Object                     Distance      Geod. Az  |
 AH9236|                                                           dddmmss.s |
 AH9236| MC0984 Z 317                                72.369 METERS 21045     |
 AH9236|---------------------------------------------------------------------|
 AH9236
 AH9236                          SUPERSEDED SURVEY CONTROL
 AH9236
 AH9236  ELLIP H (05/25/99)  140.62   (m)                       GP(       ) 3 1
 AH9236
 AH9236.Superseded values are not recommended for survey control.
 AH9236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9236.See file dsdata.txt to determine how the superseded data were derived.
 AH9236
 AH9236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG5558600539(NAD 83)
 AH9236_MARKER: DB = BENCH MARK DISK
 AH9236_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH9236_SP_SET: RETAINING WALL
 AH9236_STAMPING: 3079 L 1997
 AH9236_MARK LOGO: NOS   
 AH9236_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9236+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 AH9236
 AH9236  HISTORY     - Date     Condition        Report By
 AH9236  HISTORY     - 1997     MONUMENTED       NOS
 AH9236  HISTORY     - 2003     GOOD             NGS
 AH9236  HISTORY     - 20040530 GOOD             USPSQD
 AH9236  HISTORY     - 20050918 GOOD             USPSQD
 AH9236
 AH9236                          STATION DESCRIPTION
 AH9236
 AH9236'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH9236'1.8 KILOMETERS (1.10 MI) NORTHEAST ALONG STATE HIGHWAY 163 FROM THE
 AH9236'CROSSING OF THE MARBLEHEAD RAILROAD IN LAKESIDE, THENCE 0.32 KILOMETER
 AH9236'(0.20 MI) NORTH ALONG FRANCES STREET, ON THE PROPERTY OF THE U.S.
 AH9236'COAST GUARD, SET FLUSH IN CONCRETE RETAINING/HEADWALL NEAR THE WEST
 AH9236'SIDE OF THE BOAT BASIN, 43.O FT WEST OF THE EAST EDGE OF HEADWALL, 5.3
 AH9236'FT (1.6 M) EAST OF THE WEST EDGE OF HEADWALL, 3.7 FT (1.1 M) SOUTH OF
 AH9236'THE NORTH EDGE OF HEADWALL, BEING HIGHEST POINT OF CENTER OF A
 AH9236'STANDARD NOS DISC SET FLUSH WITH THE SURFACE.
 AH9236
 AH9236                          STATION RECOVERY (2003)
 AH9236
 AH9236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DAC)
 AH9236'RECOVERED AS DESCRIBED.  MARBLEHEAD COAST GUARD TELEPHONE NUMBER IS
 AH9236'419-798-4445.
 AH9236
 AH9236                          STATION RECOVERY (2004)
 AH9236
 AH9236'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AH9236'RECOVERED IN GOOD CONDITION.
 AH9236
 AH9236                          STATION RECOVERY (2005)
 AH9236
 AH9236'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AH9236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0987 ***********************************************************************
 MC0987  DESIGNATION -  906 3079 MARBLE
 MC0987  PID         -  MC0987
 MC0987  STATE/COUNTY-  OH/OTTAWA
 MC0987  USGS QUAD   -  KELLEYS ISLAND (1979)
 MC0987
 MC0987                         *CURRENT SURVEY CONTROL
 MC0987  ___________________________________________________________________
 MC0987* NAD 83(1986)-  41 32 33.     (N)    082 43 51.     (W)     SCALED    
 MC0987* NAVD 88     -       177.924  (meters)     583.74   (feet)  ADJUSTED  
 MC0987  ___________________________________________________________________
 MC0987  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC0987  DYNAMIC HT  -         177.853 (meters)     583.51  (feet)  COMP
 MC0987  MODELED GRAV-     980,217.2   (mgal)                       NAVD 88
 MC0987
 MC0987  VERT ORDER  -  FIRST     CLASS II
 MC0987
 MC0987.The horizontal coordinates were scaled from a topographic map and have
 MC0987.an estimated accuracy of +/- 6 seconds.
 MC0987
 MC0987.The orthometric height was determined by differential leveling
 MC0987.and adjusted by the National Geodetic Survey in June 1991..
 MC0987
 MC0987.The geoid height was determined by GEOID03.
 MC0987
 MC0987.The dynamic height is computed by dividing the NAVD 88
 MC0987.geopotential number by the normal gravity value computed on the
 MC0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0987.degrees latitude (g = 980.6199 gals.).
 MC0987
 MC0987.The modeled gravity was interpolated from observed gravity values.
 MC0987
 MC0987;                    North         East    Units  Estimated Accuracy
 MC0987;SPC OH N     -   208,330.      580,740.      MT  (+/- 180 meters Scaled)
 MC0987
 MC0987                          SUPERSEDED SURVEY CONTROL
 MC0987
 MC0987  NGVD 29 (06/03/92)  178.136  (m)          584.43   (f) ADJUSTED    1 2
 MC0987
 MC0987.Superseded values are not recommended for survey control.
 MC0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0987.See file dsdata.txt to determine how the superseded data were derived.
 MC0987
 MC0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG556004(NAD 83)
 MC0987_MARKER: Z = SEE DESCRIPTION
 MC0987_SETTING: 0 = UNSPECIFIED SETTING
 MC0987_MARK LOGO: USE   
 MC0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0987
 MC0987  HISTORY     - Date     Condition        Report By
 MC0987  HISTORY     - UNK      MONUMENTED       USE
 MC0987  HISTORY     - 1980     GOOD             NGS
 MC0987  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 MC0987
 MC0987                          STATION DESCRIPTION
 MC0987
 MC0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0987'2.12 KM NE FROM LAKESIDE.
 MC0987'1.8 KILOMETERS (1.15 MILES) NORTHEAST ALONG STATE HIGHWAY 163 FROM THE
 MC0987'CROSSING OF THE MARBLEHEAD RAILROAD IN LAKESIDE, THENCE 0.32 (0.20
 MC0987'MILE) NORTH ALONG FRANCES STREET, ON THE PROPERTY OF THE US COAST
 MC0987'GUARD, SET IN THE LAWN NORTH OF THE COAST GUARD MAIN OFFICE BUILDING,
 MC0987'SET ON THE METAL RIM OF A MANHOLE, 9.2 METERS (30.5 FEET) NORTHEAST
 MC0987'OF THE NORTHEAST CORNER OF THE MAIN OFFICE BUILDING, 3.5 METERS (11.8
 MC0987'FEET) NORTHWEST OF A 12-INCH MAPLE TREE, 0.4 METER (1.3 FEET)
 MC0987'SOUTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE MANHOLE FOUNDATION.
 MC0987'NOTE-MARK IS BETWEEN TWO CUT LINES ON THE METAL RIM OF THE MANHOLE.
 MC0987'THE MARK IS ABOVE LEVEL WITH GROUND.
 MC0987
 MC0987                          STATION RECOVERY (2004)
 MC0987
 MC0987'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC0987'THIS MAIN OFFICE WAS REPLACED YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1000 ***********************************************************************
 MC1000  DESIGNATION -  906 3083 ISLAND HOUSE
 MC1000  PID         -  MC1000
 MC1000  STATE/COUNTY-  OH/OTTAWA
 MC1000  USGS QUAD   -  PORT CLINTON (1969)
 MC1000
 MC1000                         *CURRENT SURVEY CONTROL
 MC1000  ___________________________________________________________________
 MC1000* NAD 83(1986)-  41 30 47.     (N)    082 56 29.     (W)     SCALED    
 MC1000* NAVD 88     -       176.233  (meters)     578.19   (feet)  ADJUSTED  
 MC1000  ___________________________________________________________________
 MC1000  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC1000  DYNAMIC HT  -         176.161 (meters)     577.95  (feet)  COMP
 MC1000  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 MC1000
 MC1000  VERT ORDER  -  FIRST     CLASS II
 MC1000
 MC1000.The horizontal coordinates were scaled from a topographic map and have
 MC1000.an estimated accuracy of +/- 6 seconds.
 MC1000
 MC1000.The orthometric height was determined by differential leveling
 MC1000.and adjusted by the National Geodetic Survey in June 1991..
 MC1000
 MC1000.The geoid height was determined by GEOID03.
 MC1000
 MC1000.The dynamic height is computed by dividing the NAVD 88
 MC1000.geopotential number by the normal gravity value computed on the
 MC1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1000.degrees latitude (g = 980.6199 gals.).
 MC1000
 MC1000.The modeled gravity was interpolated from observed gravity values.
 MC1000
 MC1000;                    North         East    Units  Estimated Accuracy
 MC1000;SPC OH N     -   205,130.      563,150.      MT  (+/- 180 meters Scaled)
 MC1000
 MC1000                          SUPERSEDED SURVEY CONTROL
 MC1000
 MC1000  NGVD 29 (06/03/92)  176.442  (m)          578.88   (f) ADJUSTED    1 2
 MC1000
 MC1000.Superseded values are not recommended for survey control.
 MC1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1000.See file dsdata.txt to determine how the superseded data were derived.
 MC1000
 MC1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF379975(NAD 83)
 MC1000_MARKER: Z = SEE DESCRIPTION
 MC1000_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC1000_SP_SET: FOUNDATION
 MC1000_MARK LOGO: USE   
 MC1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1000
 MC1000  HISTORY     - Date     Condition        Report By
 MC1000  HISTORY     - UNK      MONUMENTED       USE
 MC1000  HISTORY     - 1980     POOR             NGS
 MC1000  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 MC1000  HISTORY     - 20040729 POOR             OHDT
 MC1000
 MC1000                          STATION DESCRIPTION
 MC1000
 MC1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1000'IN PORT CLINTON.
 MC1000'IN PORT CLINTON, AT THE SOUTHWEST CORNER OF THE JUNCTION OF PERRY
 MC1000'AND MADISON STREETS, IN THE CONCRETE FOUNDATION AT THE NORTHEAST
 MC1000'CORNER OF THE ISLAND HOUSE MOTOR INN, 8.2 METERS (25.9 FEET) SOUTH
 MC1000'OF THE SOUTH CURB OF PERRY STREET, 7.6 METERS (25.0 FEET) WEST OF THE
 MC1000'WEST CURB OF MADISON STREET.
 MC1000'NOTE-THE CHISELED LINES AT THE CORNER ARE HARDLY VISIBLE AT THIS TIME,
 MC1000'BUT THE HIGH POINT WAS PAINTED.
 MC1000'THE MARK IS 0.37 M ABOVE GROUND.
 MC1000
 MC1000                          STATION RECOVERY (2004)
 MC1000
 MC1000'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC1000'SIDEWALK AND CORNER REDONE IN CNCRETE AND BRICKS, PERRY ST AND MADISON
 MC1000'ST. WIDENED.
 MC1000
 MC1000                          STATION RECOVERY (2004)
 MC1000
 MC1000'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1000'CHISEL MARK IS VERY FADED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0999 ***********************************************************************
 MC0999  DESIGNATION -  906 3083 STACK
 MC0999  PID         -  MC0999
 MC0999  STATE/COUNTY-  OH/OTTAWA
 MC0999  USGS QUAD   -  PORT CLINTON (1969)
 MC0999
 MC0999                         *CURRENT SURVEY CONTROL
 MC0999  ___________________________________________________________________
 MC0999* NAD 83(1986)-  41 30 48.     (N)    082 56 19.     (W)     SCALED    
 MC0999* NAVD 88     -       175.594  (meters)     576.09   (feet)  ADJUSTED  
 MC0999  ___________________________________________________________________
 MC0999  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC0999  DYNAMIC HT  -         175.522 (meters)     575.86  (feet)  COMP
 MC0999  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 MC0999
 MC0999  VERT ORDER  -  FIRST     CLASS II
 MC0999
 MC0999.The horizontal coordinates were scaled from a topographic map and have
 MC0999.an estimated accuracy of +/- 6 seconds.
 MC0999
 MC0999.The orthometric height was determined by differential leveling
 MC0999.and adjusted by the National Geodetic Survey in June 1991..
 MC0999
 MC0999.The geoid height was determined by GEOID03.
 MC0999
 MC0999.The dynamic height is computed by dividing the NAVD 88
 MC0999.geopotential number by the normal gravity value computed on the
 MC0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0999.degrees latitude (g = 980.6199 gals.).
 MC0999
 MC0999.The modeled gravity was interpolated from observed gravity values.
 MC0999
 MC0999;                    North         East    Units  Estimated Accuracy
 MC0999;SPC OH N     -   205,160.      563,390.      MT  (+/- 180 meters Scaled)
 MC0999
 MC0999                          SUPERSEDED SURVEY CONTROL
 MC0999
 MC0999  NGVD 29 (06/03/92)  175.803  (m)          576.78   (f) ADJUSTED    1 2
 MC0999
 MC0999.Superseded values are not recommended for survey control.
 MC0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0999.See file dsdata.txt to determine how the superseded data were derived.
 MC0999
 MC0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF382975(NAD 83)
 MC0999_MARKER: DD = SURVEY DISK
 MC0999_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MC0999+WITH SETTING: PAVEMENT
 MC0999_SP_SET: FOUNDATION
 MC0999_STAMPING: STACK 1955
 MC0999_MARK LOGO: USLS  
 MC0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0999
 MC0999  HISTORY     - Date     Condition        Report By
 MC0999  HISTORY     - 1955     MONUMENTED       USLS
 MC0999  HISTORY     - 1980     GOOD             NGS
 MC0999  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 MC0999  HISTORY     - 20040729 MARK NOT FOUND   OHDT
 MC0999
 MC0999                          STATION DESCRIPTION
 MC0999
 MC0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0999'IN PORT CLINTON.
 MC0999'IN PORT CLINTON, AT THE NORTHEAST CORNER OF THE T-JUNCTION OF
 MC0999'JEFFERSON AND PERRY STREETS, SET IN THE CONCRETE FOUNDATION ON THE
 MC0999'WEST SIDE OF A LARGE BRICK SMOKE STACK, 52.4 METERS (172 FEET) NORTH
 MC0999'OF THE NORTH CURB OF PERRY STREET, 5.0 METERS (16.5 FEET) WEST OF THE
 MC0999'WEST FACE OF THE WATER WORKS BUILDING.
 MC0999'THE MARK IS 0.2 M ABOVE PARKING LOT.
 MC0999
 MC0999                          STATION RECOVERY (2004)
 MC0999
 MC0999'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC0999'STACK HAS BEEN DISMANTLED YEARS AGO.
 MC0999
 MC0999                          STATION RECOVERY (2004)
 MC0999
 MC0999'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0999'SMOKESTACK IS NO LONGER EXTANT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1001 ***********************************************************************
 MC1001  DESIGNATION -  906 3083 WL 106
 MC1001  PID         -  MC1001
 MC1001  STATE/COUNTY-  OH/OTTAWA
 MC1001  USGS QUAD   -  PORT CLINTON (1969)
 MC1001
 MC1001                         *CURRENT SURVEY CONTROL
 MC1001  ___________________________________________________________________
 MC1001* NAD 83(1986)-  41 30 47.     (N)    082 56 29.     (W)     SCALED    
 MC1001* NAVD 88     -       176.906  (meters)     580.40   (feet)  ADJUSTED  
 MC1001  ___________________________________________________________________
 MC1001  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC1001  DYNAMIC HT  -         176.833 (meters)     580.16  (feet)  COMP
 MC1001  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 MC1001
 MC1001  VERT ORDER  -  FIRST     CLASS II
 MC1001
 MC1001.The horizontal coordinates were scaled from a topographic map and have
 MC1001.an estimated accuracy of +/- 6 seconds.
 MC1001
 MC1001.The orthometric height was determined by differential leveling
 MC1001.and adjusted by the National Geodetic Survey in June 1991..
 MC1001
 MC1001.The geoid height was determined by GEOID03.
 MC1001
 MC1001.The dynamic height is computed by dividing the NAVD 88
 MC1001.geopotential number by the normal gravity value computed on the
 MC1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1001.degrees latitude (g = 980.6199 gals.).
 MC1001
 MC1001.The modeled gravity was interpolated from observed gravity values.
 MC1001
 MC1001;                    North         East    Units  Estimated Accuracy
 MC1001;SPC OH N     -   205,130.      563,150.      MT  (+/- 180 meters Scaled)
 MC1001
 MC1001                          SUPERSEDED SURVEY CONTROL
 MC1001
 MC1001  NGVD 29 (06/03/92)  177.115  (m)          581.08   (f) ADJUSTED    1 2
 MC1001
 MC1001.Superseded values are not recommended for survey control.
 MC1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1001.See file dsdata.txt to determine how the superseded data were derived.
 MC1001
 MC1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF379975(NAD 83)
 MC1001_MARKER: DD = SURVEY DISK
 MC1001_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC1001_SP_SET: FOUNDATION
 MC1001_STAMPING: WL 106 1935 MCK
 MC1001_MARK LOGO: USLS  
 MC1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1001+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 MC1001
 MC1001  HISTORY     - Date     Condition        Report By
 MC1001  HISTORY     - 1935     MONUMENTED       USLS
 MC1001  HISTORY     - 1980     GOOD             NGS
 MC1001  HISTORY     - 20040531 GOOD             USPSQD
 MC1001  HISTORY     - 20050918 GOOD             USPSQD
 MC1001
 MC1001                          STATION DESCRIPTION
 MC1001
 MC1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1001'IN PORT CLINTON.
 MC1001'IN PORT CLINTON, AT THE SOUTHWEST CORNER OF THE JUNCTION OF PERRY AND
 MC1001'MADISON STREETS, SET VERTICALLY IN THE NORTH FACE OF THE ISLAND HOUSE
 MC1001'MOTOR INN (A 3-STORY BRICK BUILDING), 8.1 METERS (26.6 FEET) SOUTH OF
 MC1001'THE SOUTH CURB OF PERRY STREET, 4.4 METERS (14.7 FEET) WEST OF THE
 MC1001'NORTHWEST EDGE OF THE FRENCH WINDOWS SETTING DIAGONALLY ON THE
 MC1001'NORTHEAST CORNER OF THE BUILDING, 3.35 METERS (11.0 FEET) EAST OF THE
 MC1001'CENTER OF THE ENTRANCE DOORS ON THE NORTH SIDE OF THE BUILDING.
 MC1001'THE MARK IS 1.0 M ABOVE GROUND.
 MC1001
 MC1001                          STATION RECOVERY (2004)
 MC1001
 MC1001'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC1001'CORRECT 26.6 FEET SOUTH OF THE SOUTH CURB OF PERRY ST., TO READ 21
 MC1001'FEET .
 MC1001
 MC1001                          STATION RECOVERY (2005)
 MC1001
 MC1001'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 MC1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1002 ***********************************************************************
 MC1002  DESIGNATION -  906 3083 WL 107
 MC1002  PID         -  MC1002
 MC1002  STATE/COUNTY-  OH/OTTAWA
 MC1002  USGS QUAD   -  PORT CLINTON (1969)
 MC1002
 MC1002                         *CURRENT SURVEY CONTROL
 MC1002  ___________________________________________________________________
 MC1002* NAD 83(1986)-  41 30 52.     (N)    082 56 35.     (W)     SCALED    
 MC1002* NAVD 88     -       176.029  (meters)     577.52   (feet)  ADJUSTED  
 MC1002  ___________________________________________________________________
 MC1002  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC1002  DYNAMIC HT  -         175.956 (meters)     577.28  (feet)  COMP
 MC1002  MODELED GRAV-     980,209.1   (mgal)                       NAVD 88
 MC1002
 MC1002  VERT ORDER  -  FIRST     CLASS II
 MC1002
 MC1002.The horizontal coordinates were scaled from a topographic map and have
 MC1002.an estimated accuracy of +/- 6 seconds.
 MC1002
 MC1002.The orthometric height was determined by differential leveling
 MC1002.and adjusted by the National Geodetic Survey in June 1991..
 MC1002
 MC1002.The geoid height was determined by GEOID03.
 MC1002
 MC1002.The dynamic height is computed by dividing the NAVD 88
 MC1002.geopotential number by the normal gravity value computed on the
 MC1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1002.degrees latitude (g = 980.6199 gals.).
 MC1002
 MC1002.The modeled gravity was interpolated from observed gravity values.
 MC1002
 MC1002;                    North         East    Units  Estimated Accuracy
 MC1002;SPC OH N     -   205,290.      563,020.      MT  (+/- 180 meters Scaled)
 MC1002
 MC1002                          SUPERSEDED SURVEY CONTROL
 MC1002
 MC1002  NGVD 29 (06/03/92)  176.237  (m)          578.20   (f) ADJUSTED    1 2
 MC1002
 MC1002.Superseded values are not recommended for survey control.
 MC1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1002.See file dsdata.txt to determine how the superseded data were derived.
 MC1002
 MC1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF378976(NAD 83)
 MC1002_MARKER: DD = SURVEY DISK
 MC1002_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC1002_SP_SET: PIER
 MC1002_STAMPING: WL 107 1937 MCK
 MC1002_MARK LOGO: USLS  
 MC1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1002+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 MC1002
 MC1002  HISTORY     - Date     Condition        Report By
 MC1002  HISTORY     - 1937     MONUMENTED       USLS
 MC1002  HISTORY     - 1980     GOOD             NGS
 MC1002  HISTORY     - 20040531 GOOD             USPSQD
 MC1002  HISTORY     - 20040729 MARK NOT FOUND   OHDT
 MC1002  HISTORY     - 20050918 GOOD             USPSQD
 MC1002
 MC1002                          STATION DESCRIPTION
 MC1002
 MC1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1002'IN PORT CLINTON.
 MC1002'IN PORT CLINTON, IN THE STATE HIGHWAY 163 BRIDGE OVER PORTAGE RIVER,
 MC1002'SET VERTICALLY IN THE WEST FACE OF THE FIRST CONCRETE PIER ON THE
 MC1002'SOUTH SIDE OF THE RIVER, 3.7 METERS (12 FEET) SOUTH OF THE NORTHWEST
 MC1002'CORNER OF THE PIER.
 MC1002'THE MARK IS 1.2 M ABOVE GROUND.
 MC1002
 MC1002                          STATION RECOVERY (2004)
 MC1002
 MC1002'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC1002'RECOVERED IN GOOD CONDITION.
 MC1002
 MC1002                          STATION RECOVERY (2004)
 MC1002
 MC1002'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1002'MARK NOT FOUND.
 MC1002
 MC1002                          STATION RECOVERY (2005)
 MC1002
 MC1002'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 MC1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0271 ***********************************************************************
 MC0271  DESIGNATION -  906 3085 ARMORY
 MC0271  PID         -  MC0271
 MC0271  STATE/COUNTY-  OH/LUCAS
 MC0271  USGS QUAD   -  OREGON (1995)
 MC0271
 MC0271                         *CURRENT SURVEY CONTROL
 MC0271  ___________________________________________________________________
 MC0271* NAD 83(1986)-  41 41 35.     (N)    083 28 23.     (W)     SCALED    
 MC0271* NAVD 88     -       175.782  (meters)     576.71   (feet)  ADJUSTED  
 MC0271  ___________________________________________________________________
 MC0271  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC0271  DYNAMIC HT  -         175.715 (meters)     576.49  (feet)  COMP
 MC0271  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 MC0271
 MC0271  VERT ORDER  -  FIRST     CLASS I
 MC0271
 MC0271.The horizontal coordinates were scaled from a topographic map and have
 MC0271.an estimated accuracy of +/- 6 seconds.
 MC0271
 MC0271.The orthometric height was determined by differential leveling
 MC0271.and adjusted by the National Geodetic Survey in June 1991..
 MC0271
 MC0271.The geoid height was determined by GEOID03.
 MC0271
 MC0271.The dynamic height is computed by dividing the NAVD 88
 MC0271.geopotential number by the normal gravity value computed on the
 MC0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0271.degrees latitude (g = 980.6199 gals.).
 MC0271
 MC0271.The modeled gravity was interpolated from observed gravity values.
 MC0271
 MC0271;                    North         East    Units  Estimated Accuracy
 MC0271;SPC OH N     -   225,480.      519,000.      MT  (+/- 180 meters Scaled)
 MC0271
 MC0271                          SUPERSEDED SURVEY CONTROL
 MC0271
 MC0271  NGVD 29 (??/??/92)  175.973  (m)          577.34   (f) ADJ UNCH    1 1
 MC0271
 MC0271.Superseded values are not recommended for survey control.
 MC0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0271.See file dsdata.txt to determine how the superseded data were derived.
 MC0271
 MC0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG941186(NAD 83)
 MC0271_MARKER: Z = SEE DESCRIPTION
 MC0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0271_SP_SET: SHEET STEEL PILING
 MC0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0271
 MC0271  HISTORY     - Date     Condition        Report By
 MC0271  HISTORY     - UNK      MONUMENTED       USLS
 MC0271  HISTORY     - 1968     GOOD             NGS
 MC0271  HISTORY     - 1980     GOOD             NGS
 MC0271  HISTORY     - 19930715 MARK NOT FOUND   NGS
 MC0271
 MC0271                          STATION DESCRIPTION
 MC0271
 MC0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0271'AT TOLEDO.
 MC0271'AT TOLEDO, AT THE U.S. NAVAL TRAINING CENTER, ALONG THE NORTHWEST
 MC0271'SIDE AND NEAR THE MOUTH OF THE MAUMEE RIVER, IN THE NORTHEAST
 MC0271'PART OF THE CITY, THE HIGH POINT BETWEEN TWO CHISELED MARKS ON
 MC0271'THE SHEET PILING ALONG THE SOUTHWEST SIDE OF A CANAL LEADING TO
 MC0271'THE TOLEDO YACHT BASIN, 41.7 FEET SOUTHEAST OF THE NORTHWEST
 MC0271'END OF THE PILING, 4.8 FEET EAST OF THE NORTHWEST ONE OF SEVERAL
 MC0271'ANCHORS ALONG THE SOUTHWEST SIDE OF THE CANAL AND ABOUT LEVEL
 MC0271'WITH THE DOCK.  ABOUT 24 YARDS NORTHEAST OF THE NORTHEAST EDGE
 MC0271'OF THE CONCRETE WALK LEADING TO THE REAR ENTRANCE TO ARMORY ON
 MC0271'THE NORTHWEST SIDE OF THE BUILDING.
 MC0271
 MC0271                          STATION RECOVERY (1980)
 MC0271
 MC0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0271'IN TOLEDO, ON THE NORTHWEST SIDE OF THE MAUMEE RIVER, THE MARK IS TWO
 MC0271'CUT LINES ON THE TOP OF THE STEEL PILING ON THE SOUTHWEST SIDE OF THE
 MC0271'CANAL LEADING TO THE YACHT CLUB, AT A POINT WHERE THE PILING MAKES A
 MC0271'BEND AND AT THE MOST NORTHWESTERLY WOODEN POST ON THE SIDE OF THE
 MC0271'PILING, 12.5 METERS (41 FEET) SOUTHEAST OF THE NORTHWEST END OF THE
 MC0271'STEEL PILING, 1.53 METERS (5.0 FEET) EAST-NORTHEAST OF THE CENTER OF A
 MC0271'MOORING POST.
 MC0271
 MC0271                          STATION RECOVERY (1993)
 MC0271
 MC0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0274 ***********************************************************************
 MC0274  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0274  DESIGNATION -  906 3085 CORNER
 MC0274  PID         -  MC0274
 MC0274  STATE/COUNTY-  OH/LUCAS
 MC0274  USGS QUAD   -  OREGON (1995)
 MC0274
 MC0274                         *CURRENT SURVEY CONTROL
 MC0274  ___________________________________________________________________
 MC0274* NAD 83(1986)-  41 41 37.     (N)    083 28 21.     (W)     SCALED    
 MC0274* NAVD 88     -       175.668  (meters)     576.34   (feet)  ADJUSTED  
 MC0274  ___________________________________________________________________
 MC0274  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC0274  DYNAMIC HT  -         175.601 (meters)     576.12  (feet)  COMP
 MC0274  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 MC0274
 MC0274  VERT ORDER  -  FIRST     CLASS I
 MC0274
 MC0274.The horizontal coordinates were scaled from a topographic map and have
 MC0274.an estimated accuracy of +/- 6 seconds.
 MC0274
 MC0274.The orthometric height was determined by differential leveling
 MC0274.and adjusted by the National Geodetic Survey in January 1997..
 MC0274
 MC0274.This Tidal Bench Mark is designated as VM 12840
 MC0274.by the Center for Operational Oceanographic Products and Services.
 MC0274
 MC0274.The geoid height was determined by GEOID03.
 MC0274
 MC0274.The dynamic height is computed by dividing the NAVD 88
 MC0274.geopotential number by the normal gravity value computed on the
 MC0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0274.degrees latitude (g = 980.6199 gals.).
 MC0274
 MC0274.The modeled gravity was interpolated from observed gravity values.
 MC0274
 MC0274;                    North         East    Units  Estimated Accuracy
 MC0274;SPC OH N     -   225,540.      519,040.      MT  (+/- 180 meters Scaled)
 MC0274
 MC0274                          SUPERSEDED SURVEY CONTROL
 MC0274
 MC0274  NAVD 88 (06/15/91)  175.667  (m)          576.33   (f) UNKNOWN     1 1
 MC0274  NGVD 29 (06/03/92)  175.858  (m)          576.96   (f) ADJUSTED    1 1
 MC0274
 MC0274.Superseded values are not recommended for survey control.
 MC0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0274.See file dsdata.txt to determine how the superseded data were derived.
 MC0274
 MC0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG942187(NAD 83)
 MC0274_MARKER: I = METAL ROD
 MC0274_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MC0274_SP_SET: COPPER-CLAD STEEL ROD
 MC0274_MARK LOGO: NONE  
 MC0274_PROJECTION: FLUSH
 MC0274_MAGNETIC: I = MARKER IS A STEEL ROD
 MC0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0274+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0274_ROD/PIPE-DEPTH: 10.4 meters
 MC0274
 MC0274  HISTORY     - Date     Condition        Report By
 MC0274  HISTORY     - UNK      MONUMENTED       USLS
 MC0274  HISTORY     - 1968     GOOD             NGS
 MC0274  HISTORY     - 1980     GOOD             NGS
 MC0274  HISTORY     - 19930715 GOOD             NGS
 MC0274  HISTORY     - 19940718 GOOD             NOS
 MC0274
 MC0274                          STATION DESCRIPTION
 MC0274
 MC0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0274'AT TOLEDO.
 MC0274'AT TOLEDO, ALONG THE NORTHWEST SIDE AND NEAR THE MOUTH OF THE
 MC0274'MAUMEE RIVER, ALONG THE NORTHEAST SIDE OF THE CANAL LEADING TO
 MC0274'THE TOLEDO YACHT BASIN, NEAR THE WEST CORNER OF THE CHAIN LINK
 MC0274'FENCE AROUND THE GROUNDS OF THE CORP OF ENGINEERS, 4.9 FEET
 MC0274'NORTHEAST OF THE NORTHEAST CURB OF A BLACK TOP STREET, 2.4 FEET
 MC0274'EAST OF FENCE CORNER, 1.6 FEET SOUTHEAST OF A FENCE LINE, 1.8
 MC0274'FEET WEST OF THE GROUND END OF A GUY WIRE TO A POWER LINE POLE,
 MC0274'ABOUT LEVEL WITH THE STREET AND IS THE TOP OF A 5/8 INCH COPPER
 MC0274'COATED STEEL ROD 4 INCHES BELOW THE LEVEL OF THE GROUND.  THE ROD
 MC0274'IS REPORTED TO HAVE BEEN DRIVEN 34 FEET DEEP.
 MC0274
 MC0274                          STATION RECOVERY (1980)
 MC0274
 MC0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0274'THE MARK IS ABOVE LEVEL WITH GROUND.
 MC0274'IN TOLEDO, ON THE NORTHWEST SIDE OF THE MAUMEE RIVER, NEAR THE MOUTH
 MC0274'OF THE RIVER, ON THE PROPERTY OF THE US ARMY CORPS OF ENGINEERS,
 MC0274'INSIDE OF AND AT THE WEST CORNER OF A CHAIN LINK FENCE AROUND THE
 MC0274'PROPERTY, 37.5 METERS (123.0 FEET) SOUTHWEST OF THE WEST CORNER OF THE
 MC0274'CORPS OF ENGINEERS OFFICE AND WAREHOUSE BUILDING (A METAL BUILDING),
 MC0274'4.6 METERS (15.5 FEET) NORTHEAST OF THE CENTER OF A PAVED DRIVE
 MC0274'LEADING DOWN TO THE RIVER, 0.45 METER (1.5 FEET) SOUTHEAST OF THE
 MC0274'NORTHEAST-SOUTHWEST FENCE LINE, 0.45 METER (1.5 FEET) NORTHEAST OF THE
 MC0274'NORTHWEST-SOUTHEAST FENCE LINE.
 MC0274
 MC0274                          STATION RECOVERY (1993)
 MC0274
 MC0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0274'5.0 KM (3.10 MI) NORTHEASTERLY ALONG SUMMIT STREET FROM THE JUNCTION
 MC0274'OF INTERSTATE HIGHWAY 280 IN TOLEDO, THENCE 0.2 KM (0.10 MI)
 MC0274'SOUTHERLY ALONG THE TOLEDO YACHT CLUB ENTRANCE ROAD, THENCE 0.3 KM
 MC0274'(0.20 MI) EASTERLY ALONG A PAVED ROAD LEADING TO THE U.S. COAST
 MC0274'GUARD STATION AND THE CORPS OF ENGINEERS OFFICE, 37.5 M (123.0 FT)
 MC0274'WEST OF THE WEST CORNER OF THE OFFICE, 20.3 M (66.6 FT) NORTHWEST OF
 MC0274'THE CENTER OF A PAVED DRIVEWAY, 4.4 M (14.4 FT) NORTHEAST OF THE
 MC0274'CENTER OF THE ROAD, 0.7 M (2.3 FT) EAST OF THE WEST CORNER A
 MC0274'CHAIN-LINK FENCE, 0.4 M (1.3 FT) SOUTHEAST OF THE FENCE, 0.4 M (1.3
 MC0274'FT) NORTHEAST OF THE FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 MC0274'ROAD.
 MC0274
 MC0274                          STATION RECOVERY (1994)
 MC0274
 MC0274'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MC0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH9237 ***********************************************************************
 AH9237  CBN         -  This is a Cooperative Base Network Control Station.
 AH9237  TIDAL BM    -  This is a Tidal Bench Mark.
 AH9237  DESIGNATION -  906 3085 G
 AH9237  PID         -  AH9237
 AH9237  STATE/COUNTY-  OH/LUCAS
 AH9237  USGS QUAD   -  OREGON (1995)
 AH9237
 AH9237                         *CURRENT SURVEY CONTROL
 AH9237  ___________________________________________________________________
 AH9237* NAD 83(1997)-  41 41 34.80305(N)    083 28 19.71274(W)     ADJUSTED  
 AH9237* NAVD 88     -       175.8    (meters)     577.     (feet)  GPS OBS   
 AH9237  ___________________________________________________________________
 AH9237  X           -     542,266.749 (meters)                     COMP
 AH9237  Y           -  -4,738,927.718 (meters)                     COMP
 AH9237  Z           -   4,220,296.061 (meters)                     COMP
 AH9237  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AH9237  ELLIP HEIGHT-         140.34  (meters)          (09/23/04) GPS OBS
 AH9237  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AH9237
 AH9237  HORZ ORDER  -  A
 AH9237  ELLP ORDER  -  FOURTH    CLASS I
 AH9237
 AH9237.The horizontal coordinates were established by GPS observations
 AH9237.and adjusted by the National Geodetic Survey in May 1999..
 AH9237
 AH9237.The orthometric height was determined by GPS observations and a
 AH9237.high-resolution geoid model.
 AH9237
 AH9237.This Tidal Bench Mark is designated as VM 17044
 AH9237.by the Center for Operational Oceanographic Products and Services.
 AH9237
 AH9237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9237
 AH9237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9237
 AH9237.The ellipsoidal height was determined by GPS observations
 AH9237.and is referenced to NAD 83.
 AH9237
 AH9237.The geoid height was determined by GEOID03.
 AH9237
 AH9237;                    North         East     Units Scale Factor Converg.
 AH9237;SPC OH N     -   225,473.914   519,073.071   MT  0.99999866   -0 38 19.1
 AH9237;UTM  17      - 4,618,644.386   294,274.444   MT  1.00012085   -1 38 41.6
 AH9237
 AH9237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9237!SPC OH N     -   0.99997799  x   0.99999866  =   0.99997665
 AH9237!UTM  17      -   0.99997799  x   1.00012085  =   1.00009884
 AH9237
 AH9237                          SUPERSEDED SURVEY CONTROL
 AH9237
 AH9237  ELLIP H (05/25/99)  140.38   (m)                       GP(       ) 3 1
 AH9237
 AH9237.Superseded values are not recommended for survey control.
 AH9237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9237.See file dsdata.txt to determine how the superseded data were derived.
 AH9237
 AH9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9427418644(NAD 83)
 AH9237_MARKER: DB = BENCH MARK DISK
 AH9237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9237_SP_SET: STEEL AND CONCRETE BULKHEAD CAP
 AH9237_STAMPING: 3085 G 1997
 AH9237_MARK LOGO: NOS   
 AH9237_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9237+STABILITY: POSITION/ELEVATION WELL
 AH9237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9237+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AH9237
 AH9237  HISTORY     - Date     Condition        Report By
 AH9237  HISTORY     - 1997     MONUMENTED       NOS
 AH9237  HISTORY     - 2003     GOOD             OHDT
 AH9237
 AH9237                          STATION DESCRIPTION
 AH9237
 AH9237'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH9237'5.0 KM (3.10 MI) NORTHEASTERLY ALONG SUMMIT STREET FROM THE JUNCTION
 AH9237'OF INTERSTATE HIGHWAY 280 IN TOLEDO, THENCE 0.2 KM (0.10 MI) SOUTHERLY
 AH9237'ALONG THE TOLEDO YACHT CLUB ENTRANCE ROAD, THENCE 0.3 KM (0.20 MI)
 AH9237'EASTERLY ALONG A PAVED ROAD LEADING TO THE U.S.  COAST GUARD STATION
 AH9237'AND THE CORPS OF ENGINEERS OFFICE.  ON THE SE CORNER OF COAST GUARD
 AH9237'PROPERTY, 116.0 FT (35.4 M) SE OF SW CORNER OF COAST GUARD HOUSING
 AH9237'BLDG, 6.0 FT (1.8 M) SW OF NE EDGE OF STEEL AND CONCRETE BULKHEAD CAP,
 AH9237'3.4 FT (1.0 M) NW OF THE SE EDGE OF THE BULKHEAD, SET FLUSH IN STEEL
 AH9237'AND CONCRETE BULKHEAD CAP ON THE EAST SIDE OF THE MAUMEE REVER.
 AH9237
 AH9237                          STATION RECOVERY (2003)
 AH9237
 AH9237'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (DRA)
 AH9237'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0273 ***********************************************************************
 MC0273  DESIGNATION -  906 3085 GUARD
 MC0273  PID         -  MC0273
 MC0273  STATE/COUNTY-  OH/LUCAS
 MC0273  USGS QUAD   -  OREGON (1995)
 MC0273
 MC0273                         *CURRENT SURVEY CONTROL
 MC0273  ___________________________________________________________________
 MC0273* NAD 83(1986)-  41 41 37.     (N)    083 28 23.     (W)     SCALED    
 MC0273* NAVD 88     -       175.939  (meters)     577.23   (feet)  ADJUSTED  
 MC0273  ___________________________________________________________________
 MC0273  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC0273  DYNAMIC HT  -         175.871 (meters)     577.00  (feet)  COMP
 MC0273  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 MC0273
 MC0273  VERT ORDER  -  FIRST     CLASS I
 MC0273
 MC0273.The horizontal coordinates were scaled from a topographic map and have
 MC0273.an estimated accuracy of +/- 6 seconds.
 MC0273
 MC0273.The orthometric height was determined by differential leveling
 MC0273.and adjusted by the National Geodetic Survey in June 1991..
 MC0273.WARNING-Repeat measurements at this control monument indicate possible
 MC0273.vertical movement.
 MC0273
 MC0273.The geoid height was determined by GEOID03.
 MC0273
 MC0273.The dynamic height is computed by dividing the NAVD 88
 MC0273.geopotential number by the normal gravity value computed on the
 MC0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0273.degrees latitude (g = 980.6199 gals.).
 MC0273
 MC0273.The modeled gravity was interpolated from observed gravity values.
 MC0273
 MC0273;                    North         East    Units  Estimated Accuracy
 MC0273;SPC OH N     -   225,540.      519,000.      MT  (+/- 180 meters Scaled)
 MC0273
 MC0273                          SUPERSEDED SURVEY CONTROL
 MC0273
 MC0273  NGVD 29 (06/03/92)  176.130  (m)          577.85   (f) ADJUSTED    1 1
 MC0273
 MC0273.Superseded values are not recommended for survey control.
 MC0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0273.See file dsdata.txt to determine how the superseded data were derived.
 MC0273
 MC0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG942187(NAD 83)
 MC0273_MARKER: Z = SEE DESCRIPTION
 MC0273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0273_SP_SET: BUILDING FOUNDATION
 MC0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0273
 MC0273  HISTORY     - Date     Condition        Report By
 MC0273  HISTORY     - UNK      MONUMENTED       USLS
 MC0273  HISTORY     - 1968     GOOD             NGS
 MC0273  HISTORY     - 1980     GOOD             NGS
 MC0273  HISTORY     - 19930715 MARK NOT FOUND   NGS
 MC0273
 MC0273                          STATION DESCRIPTION
 MC0273
 MC0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0273'AT TOLEDO.
 MC0273'AT TOLEDO, NEAR THE MOUTH AND ALONG THE NORTHWEST SIDE OF THE
 MC0273'MAUMEE RIVER, ALONG THE NORTHEAST SIDE OF THE CANAL LEADING TO
 MC0273'THE TOLEDO YACHT BASIN, THE TOP OF A CHISELED POINT ON THE WEST
 MC0273'CORNER OF THE CONCRETE FOUNDATION OF THE ONE STORY BRICK
 MC0273'BUILDING OF THE U.S. COAST GUARD DEPOT (MAIN BUILDING) AND ABOUT
 MC0273'LEVEL WITH THE GROUND.  ALSO 7 FEET SOUTHWEST OF THE NORTHWEST
 MC0273'ENTRANCE TO THE BUILDING.
 MC0273
 MC0273                          STATION RECOVERY (1980)
 MC0273
 MC0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0273'IN TOLEDO, ON THE NORTHWEST SIDE OF THE MAUMEE RIVER, NEAR THE MOUTH
 MC0273'OF THE RIVER, ON THE NORTHEAST SIDE OF THE CANAL LEADING TO THE YACHT
 MC0273'CLUB BASIN, AT THE US COAST GUARD BUILDING (A RED BRICK BUILDING),
 MC0273'THE MARK IS A CHISELED SQUARE ON THE WEST CORNER OF THE EXTREME
 MC0273'FOUNDATION OF THE BUILDING.
 MC0273'THE MARK IS ABOVE LEVEL WITH GROUND.
 MC0273
 MC0273                          STATION RECOVERY (1993)
 MC0273
 MC0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0273'THE CHISELED SQUARE MAY BE UNDER THE PAVEMENT OF A PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0269 ***********************************************************************
 MC0269  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0269  DESIGNATION -  906 3085 NAVAL
 MC0269  PID         -  MC0269
 MC0269  STATE/COUNTY-  OH/LUCAS
 MC0269  USGS QUAD   -  OREGON (1995)
 MC0269
 MC0269                         *CURRENT SURVEY CONTROL
 MC0269  ___________________________________________________________________
 MC0269* NAD 83(1986)-  41 41 35.     (N)    083 28 26.     (W)     SCALED    
 MC0269* NAVD 88     -       175.527  (meters)     575.87   (feet)  ADJUSTED  
 MC0269  ___________________________________________________________________
 MC0269  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC0269  DYNAMIC HT  -         175.459 (meters)     575.65  (feet)  COMP
 MC0269  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 MC0269
 MC0269  VERT ORDER  -  FIRST     CLASS I
 MC0269
 MC0269.The horizontal coordinates were scaled from a topographic map and have
 MC0269.an estimated accuracy of +/- 6 seconds.
 MC0269
 MC0269.The orthometric height was determined by differential leveling
 MC0269.and adjusted by the National Geodetic Survey in June 1991..
 MC0269
 MC0269.This Tidal Bench Mark is designated as VM 12839
 MC0269.by the Center for Operational Oceanographic Products and Services.
 MC0269
 MC0269.The geoid height was determined by GEOID03.
 MC0269
 MC0269.The dynamic height is computed by dividing the NAVD 88
 MC0269.geopotential number by the normal gravity value computed on the
 MC0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0269.degrees latitude (g = 980.6199 gals.).
 MC0269
 MC0269.The modeled gravity was interpolated from observed gravity values.
 MC0269
 MC0269;                    North         East    Units  Estimated Accuracy
 MC0269;SPC OH N     -   225,480.      518,930.      MT  (+/- 180 meters Scaled)
 MC0269
 MC0269                          SUPERSEDED SURVEY CONTROL
 MC0269
 MC0269  NGVD 29 (06/03/92)  175.717  (m)          576.50   (f) ADJUSTED    1 1
 MC0269
 MC0269.Superseded values are not recommended for survey control.
 MC0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0269.See file dsdata.txt to determine how the superseded data were derived.
 MC0269
 MC0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG941186(NAD 83)
 MC0269_MARKER: Z = SEE DESCRIPTION
 MC0269_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 MC0269_SP_SET: GALVANIZED STEEL PIPE
 MC0269_MARK LOGO: NONE  
 MC0269_PROJECTION: RECESSED 15 CENTIMETERS
 MC0269_MAGNETIC: I = MARKER IS A STEEL ROD
 MC0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0269+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0269_ROD/PIPE-DEPTH: 9.45 meters
 MC0269
 MC0269  HISTORY     - Date     Condition        Report By
 MC0269  HISTORY     - 1968     MONUMENTED       USLS
 MC0269  HISTORY     - 1968     GOOD             NGS
 MC0269  HISTORY     - 1980     GOOD             NGS
 MC0269  HISTORY     - 19930715 GOOD             NGS
 MC0269  HISTORY     - 19940718 GOOD             NOS
 MC0269
 MC0269                          STATION DESCRIPTION
 MC0269
 MC0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0269'AT TOLEDO.
 MC0269'AT TOLEDO, ALONG THE NORTHWEST BANK OF THE MAUMEE RIVER AND NEAR
 MC0269'ITS MOUTH, IN THE NORTHEAST PART OF THE CITY OF TOLEDO, ALONG
 MC0269'THE SOUTHEAST SIDE OF A CANAL TO THE TOLEDO YACHT BASIN, NEAR
 MC0269'THE ENTRANCE TO THE U.S. NAVY AND MARINE CORP RESERVE TRAINING
 MC0269'CENTER, 21 FEET NORTHEAST OF THE METAL BULKHEAD, 25 1/2 FEET
 MC0269'SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 18 1/2 FEET
 MC0269'WEST OF THE NORTH CORNER OF A LARGE BRICK GATE POST, 9.6 FEET
 MC0269'NORTH OF THE NORTH CORNER OF A BRICK POST AT AN ANGLE IN THE
 MC0269'BRICK FENCE, 10 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE
 MC0269'BASE SUPPORTING AN ARTILLERY GUN, 0.6 FOOT NORTHEAST OF A METAL
 MC0269'WITNESS POST, ABOUT LEVEL WITH THE DRIVE, AND IS A STAINLESS
 MC0269'STEEL PLUG ON THE TOP OF A 3/8 INCH PIPE 1 1/2 FEET BELOW THE
 MC0269'LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH TILE WITH A COVER
 MC0269'WHICH IS 1 FOOT UNDERGROUND.  IT IS REPORTED THAT THE PIPE IS
 MC0269'31 FEET DEEP.
 MC0269
 MC0269                          STATION RECOVERY (1980)
 MC0269
 MC0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0269'THE MARK IS 0.1 M BELOW GROUND.
 MC0269'IN TOLEDO, ON THE NORTHWEST SIDE OF THE MAUMEE RIVER, NEAR THE MOUTH
 MC0269'OF THE RIVER, AT THE ENTRANCE TO THE US NAVAL ARMORY, 8.2 METERS (27
 MC0269'FEET) SOUTH OF THE CENTER OF THE PAVED DRIVE LEADING THROUGH GATE TO
 MC0269'ARMORY, 12.8 METERS (42 FEET) SOUTHWEST OF THE NORTHERLY GATE POST,
 MC0269'7.0 METERS (23 FEET) WEST OF THE SOUTH GATE POST, 2.9 METERS (9.7
 MC0269'FEET) NORTH-NORTHWEST OF A BRICK PILLAR IN THE WALL, 10.7 METERS (35.3
 MC0269'FEET) EAST OF A POWER POLE.
 MC0269
 MC0269                          STATION RECOVERY (1993)
 MC0269
 MC0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0269'5.0 KM (3.10 MI) NORTHEASTERLY ALONG SUMMIT STREET FROM THE JUNCTION
 MC0269'OF INTERSTATE HIGHWAY 280 IN TOLEDO, THENCE 0.6 KM (0.35 MI)
 MC0269'SOUTHERLY ALONG THE TOLEDO YACHT CLUB ENTRANCE ROAD, THENCE 0.1 KM
 MC0269'(0.05 MI) EASTERLY ALONG A ROAD LEADING TO THE U.S. NAVAL RESERVE
 MC0269'TRAINING CENTER (ABANDONED), 15.5 M (50.9 FT) SOUTHWEST OF A UTILITY
 MC0269'POLE WITH 2 GUY CABLES, 10.7 M (35.1 FT) SOUTHEAST OF A UTILITY POLE
 MC0269'WITH A GUY CABLE, 9.4 M (30.8 FT) WEST OF THE CENTER OF A GATE, 7.9 M
 MC0269'(25.9 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 4.9 M (16.1 FT)
 MC0269'NORTHWEST OF A BRICK WALL, 2.5 M (8.2 FT) NORTH-NORTHWEST OF A
 MC0269'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 MC0269'NOTE--THE MARK IS A SQUARE STEEL PLUG ATTACHED TO THE TOP OF A 5/8
 MC0269'INCH GALVANIZED STEEL PIPE.  THE PLUG IS ENCASED IN A 6-INCH TILE
 MC0269'PIPE AND IS RECESSED 0.4 M (1.3 FT) BELOW THE GROUND SURFACE.
 MC0269
 MC0269                          STATION RECOVERY (1994)
 MC0269
 MC0269'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MC0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0272 ***********************************************************************
 MC0272  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0272  DESIGNATION -  906 3085 STEEL PILE
 MC0272  PID         -  MC0272
 MC0272  STATE/COUNTY-  OH/LUCAS
 MC0272  USGS QUAD   -  OREGON (1995)
 MC0272
 MC0272                         *CURRENT SURVEY CONTROL
 MC0272  ___________________________________________________________________
 MC0272* NAD 83(1986)-  41 41 36.     (N)    083 28 24.     (W)     SCALED    
 MC0272* NAVD 88     -       175.750  (meters)     576.61   (feet)  ADJUSTED  
 MC0272  ___________________________________________________________________
 MC0272  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC0272  DYNAMIC HT  -         175.682 (meters)     576.38  (feet)  COMP
 MC0272  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 MC0272
 MC0272  VERT ORDER  -  FIRST     CLASS I
 MC0272
 MC0272.The horizontal coordinates were scaled from a topographic map and have
 MC0272.an estimated accuracy of +/- 6 seconds.
 MC0272
 MC0272.The orthometric height was determined by differential leveling
 MC0272.and adjusted by the National Geodetic Survey in January 1994..
 MC0272
 MC0272.This Tidal Bench Mark is designated as VM 12845
 MC0272.by the Center for Operational Oceanographic Products and Services.
 MC0272
 MC0272.The geoid height was determined by GEOID03.
 MC0272
 MC0272.The dynamic height is computed by dividing the NAVD 88
 MC0272.geopotential number by the normal gravity value computed on the
 MC0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0272.degrees latitude (g = 980.6199 gals.).
 MC0272
 MC0272.The modeled gravity was interpolated from observed gravity values.
 MC0272
 MC0272;                    North         East    Units  Estimated Accuracy
 MC0272;SPC OH N     -   225,510.      518,970.      MT  (+/- 180 meters Scaled)
 MC0272
 MC0272                          SUPERSEDED SURVEY CONTROL
 MC0272
 MC0272  NAVD 88 (06/15/91)  175.753  (m)          576.62   (f) UNKNOWN     1 1
 MC0272  NGVD 29 (06/03/92)  175.944  (m)          577.24   (f) ADJUSTED    1 1
 MC0272
 MC0272.Superseded values are not recommended for survey control.
 MC0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0272.See file dsdata.txt to determine how the superseded data were derived.
 MC0272
 MC0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG941186(NAD 83)
 MC0272_MARKER: Z = SEE DESCRIPTION
 MC0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0272_SP_SET: BULKHEAD
 MC0272_MARK LOGO: NONE  
 MC0272_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0272+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0272
 MC0272  HISTORY     - Date     Condition        Report By
 MC0272  HISTORY     - UNK      MONUMENTED       USLS
 MC0272  HISTORY     - 1968     GOOD             NGS
 MC0272  HISTORY     - 1980     GOOD             NGS
 MC0272  HISTORY     - 19930715 GOOD             NGS
 MC0272
 MC0272                          STATION DESCRIPTION
 MC0272
 MC0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0272'AT TOLEDO.
 MC0272'AT TOLEDO, ALONG THE NORTHWEST SIDE AND NEAR THE MOUTH OF THE
 MC0272'MAUMEE RIVER, ALONG THE NORTHEAST SIDE OF THE CANAL TO THE
 MC0272'TOLEDO YACHT BASIN, AT THE U.S. COAST GUARD DEPOT, THE HIGH
 MC0272'POINT OF TOP OF SHEET STEEL PILING BETWEEN TWO CHISELED MARKS,
 MC0272'7.5 FEET WEST OF THE WEST CORNER OF THE CONCRETE GASOLINE PIT,
 MC0272'6.3 FEET WEST OF THE NORTHWEST ONE OF SEVERAL ANCHOR BITS, 2 1/2
 MC0272'FEET SOUTHEAST OF A CORNER IN THE PILING AT THE NORTHWEST END
 MC0272'OF THE CANAL AND ABOUT LEVEL WITH THE GROUND.  ABOUT 45 YARDS
 MC0272'WEST OF THE WEST CORNER OF THE U.S. COAST GUARD OFFICE BUILDING.
 MC0272
 MC0272                          STATION RECOVERY (1980)
 MC0272
 MC0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0272'THE MARK IS 0.15 M ABOVE PAVED AREA.
 MC0272'IN TOLEDO, ON THE NORTHWEST SIDE OF THE MAUMEE RIVER, NEAR THE MOUTH
 MC0272'OF THE RIVER, MARK IS THE HIGH POINT BETWEEN TWO CUT LINES ON THE TOP
 MC0272'OF THE STEEL PILING ON THE NORTHEAST SIDE OF THE CANAL LEADING TO THE
 MC0272'YACHT CLUB BASINS, NEAR AN ANGLE IN THE PILING, 40.2 METERS (132 FEET)
 MC0272'WEST-NORTHWEST OF THE WEST CORNER OF THE US COAST GUARD BUILDING (A
 MC0272'RED BRICK BUILDING), 13.3 METERS (43.7 FEET) WEST-SOUTHWEST OF THE
 MC0272'WEST CORNER OF A CONCRETE FOUNDATION FOR A TRAILER, 3.35 METERS (11.0
 MC0272'FEET) WEST-NORTHWEST OF THE WEST CORNER OF THE CONCRETE FOUNDATION FOR
 MC0272'A LAMP POST.
 MC0272
 MC0272                          STATION RECOVERY (1993)
 MC0272
 MC0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0272'5.0 KM (3.10 MI) NORTHEASTERLY ALONG SUMMIT STREET FROM THE JUNCTION
 MC0272'OF INTERSTATE HIGHWAY 280 IN TOLEDO, THENCE 0.2 KM (0.10 MI)
 MC0272'SOUTHERLY ALONG THE TOLEDO YACHT CLUB ENTRANCE ROAD, THENCE 0.3 KM
 MC0272'(0.20 MI) EASTERLY ALONG A PAVED ROAD LEADING TO THE U.S. COAST
 MC0272'GUARD STATION AND THE CORPS OF ENGINEERS OFFICE, 40.2 M (131.9 FT)
 MC0272'WEST-SOUTHWEST OF THE WEST CORNER OF THE OPERATIONS BUILDING, 16.0 M
 MC0272'(52.5 FT) SOUTH OF THE SOUTH CORNER OF A BOAT HOUSE, 12.3 M (40.4 FT)
 MC0272'SOUTHEAST OF THE WEST CORNER OF THE FOUNDATION OF A SMALL BUILDING,
 MC0272'3.4 M (11.2 FT) WEST-SOUTHWEST OF A UTILITY LIGHT POLE, AND 0.1 M
 MC0272'(0.3 FT) WEST OF THE WEST EDGE OF A BOAT DOCK.  NOTE--THE DATUM POINT
 MC0272'IS THE HIGH POINT BETWEEN 2 CUT LINES ON A STEEL BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0276 ***********************************************************************
 MC0276  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0276  DESIGNATION -  906 3085 STEP
 MC0276  PID         -  MC0276
 MC0276  STATE/COUNTY-  OH/LUCAS
 MC0276  USGS QUAD   -  OREGON (1995)
 MC0276
 MC0276                         *CURRENT SURVEY CONTROL
 MC0276  ___________________________________________________________________
 MC0276* NAD 83(1986)-  41 41 37.     (N)    083 28 21.     (W)     SCALED    
 MC0276* NAVD 88     -       176.186  (meters)     578.04   (feet)  ADJUSTED  
 MC0276  ___________________________________________________________________
 MC0276  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC0276  DYNAMIC HT  -         176.118 (meters)     577.81  (feet)  COMP
 MC0276  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 MC0276
 MC0276  VERT ORDER  -  FIRST     CLASS I
 MC0276
 MC0276.The horizontal coordinates were scaled from a topographic map and have
 MC0276.an estimated accuracy of +/- 6 seconds.
 MC0276
 MC0276.The orthometric height was determined by differential leveling
 MC0276.and adjusted by the National Geodetic Survey in January 1994..
 MC0276.WARNING-Repeat measurements at this control monument indicate possible
 MC0276.vertical movement.
 MC0276
 MC0276.This Tidal Bench Mark is designated as VM 12846
 MC0276.by the Center for Operational Oceanographic Products and Services.
 MC0276
 MC0276.The geoid height was determined by GEOID03.
 MC0276
 MC0276.The dynamic height is computed by dividing the NAVD 88
 MC0276.geopotential number by the normal gravity value computed on the
 MC0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0276.degrees latitude (g = 980.6199 gals.).
 MC0276
 MC0276.The modeled gravity was interpolated from observed gravity values.
 MC0276
 MC0276;                    North         East    Units  Estimated Accuracy
 MC0276;SPC OH N     -   225,540.      519,040.      MT  (+/- 180 meters Scaled)
 MC0276
 MC0276                          SUPERSEDED SURVEY CONTROL
 MC0276
 MC0276  NAVD 88 (06/15/91)  176.211  (m)          578.12   (f) UNKNOWN     1 1
 MC0276  NGVD 29 (06/03/92)  176.403  (m)          578.75   (f) ADJUSTED    1 1
 MC0276
 MC0276.Superseded values are not recommended for survey control.
 MC0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0276.See file dsdata.txt to determine how the superseded data were derived.
 MC0276
 MC0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG942187(NAD 83)
 MC0276_MARKER: DD = SURVEY DISK
 MC0276_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0276_SP_SET: FOUNDATION
 MC0276_MARK LOGO: USE   
 MC0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0276+STABILITY: SURFACE MOTION
 MC0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0276+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0276
 MC0276  HISTORY     - Date     Condition        Report By
 MC0276  HISTORY     - UNK      MONUMENTED       DOD
 MC0276  HISTORY     - 1968     GOOD             NGS
 MC0276  HISTORY     - 1980     GOOD             NGS
 MC0276  HISTORY     - 19930715 GOOD             NGS
 MC0276
 MC0276                          STATION DESCRIPTION
 MC0276
 MC0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0276'AT TOLEDO.
 MC0276'AT TOLEDO, ALONG THE NORTHWEST BANK AND NEAR THE MOUTH OF THE
 MC0276'MAUMEE RIVER, ALONG THE NORTHEAST SIDE OF THE CANAL LEADING TO
 MC0276'THE TOLEDO YACHT BASIN, ON THE GROUND OF THE U.S. ARMY CORP OF
 MC0276'ENGINEERS, SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE
 MC0276'BASE TO THE U.S. LAKE SURVEY GAGE HOUSE, 1.7 FEET EAST OF THE
 MC0276'WEST CORNER OF THE BASE AND 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 MC0276
 MC0276                          STATION RECOVERY (1980)
 MC0276
 MC0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0276'THE MARK IS 0.3 M ABOVE GROUND.
 MC0276'IN TOLEDO, ON THE NORTHWEST SIDE OF THE MAUMEE RIVER, NEAR THE MOUTH
 MC0276'OF THE RIVER, ON THE PROPERTY OF THE US CORPS OF ENGINEERS, SET IN THE
 MC0276'CONCRETE FOUNDATION OF THE USLS GAGE HOUSE, 36.6 METERS (120 FEET)
 MC0276'SOUTH OF THE SOUTH CORNER OF THE CORPS OF ENGINEERS OFFICE AND
 MC0276'WAREHOUSE BUILDING (A METAL BUILDING), 32.1 METERS (105 FEET) EAST OF
 MC0276'THE EAST CORNER OF THE US COAST GUARD BUILDING (A RED BRICK BUILDING),
 MC0276'0.15 METER (0.5 FEET) NORTH OF THE WEST CORNER OF THE GAGE HOUSE.
 MC0276
 MC0276                          STATION RECOVERY (1993)
 MC0276
 MC0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0276'5.0 KM (3.10 MI) NORTHEASTERLY ALONG SUMMIT STREET FROM THE JUNCTION
 MC0276'OF INTERSTATE HIGHWAY 280 IN TOLEDO, THENCE 0.2 KM (0.10 MI)
 MC0276'SOUTHERLY ALONG THE TOLEDO YACHT CLUB ENTRANCE ROAD, THENCE 0.3 KM
 MC0276'(0.20 MI) EASTERLY ALONG A PAVED ROAD LEADING TO THE U.S. COAST
 MC0276'GUARD STATION AND THE CORPS OF ENGINEERS OFFICE, IN TOP OF AND NEAR
 MC0276'THE WEST CORNER OF THE CONCRETE FOUNDATION OF A WATER LEVEL GAGE
 MC0276'HOUSE, 41.1 M (134.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 MC0276'OFFICE, 0.9 M (3.0 FT) WEST OF THE CENTER OF THE DOOR OF THE GAGE
 MC0276'HOUSE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE GROUND SURFACE.
 MC0276'NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0277 ***********************************************************************
 MC0277  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0277  DESIGNATION -  906 3085 WHSE
 MC0277  PID         -  MC0277
 MC0277  STATE/COUNTY-  OH/LUCAS
 MC0277  USGS QUAD   -  OREGON (1995)
 MC0277
 MC0277                         *CURRENT SURVEY CONTROL
 MC0277  ___________________________________________________________________
 MC0277* NAD 83(1986)-  41 41 37.     (N)    083 28 21.     (W)     SCALED    
 MC0277* NAVD 88     -       175.570  (meters)     576.02   (feet)  ADJUSTED  
 MC0277  ___________________________________________________________________
 MC0277  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC0277  DYNAMIC HT  -         175.502 (meters)     575.79  (feet)  COMP
 MC0277  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 MC0277
 MC0277  VERT ORDER  -  FIRST     CLASS I
 MC0277
 MC0277.The horizontal coordinates were scaled from a topographic map and have
 MC0277.an estimated accuracy of +/- 6 seconds.
 MC0277
 MC0277.The orthometric height was determined by differential leveling
 MC0277.and adjusted by the National Geodetic Survey in January 1994..
 MC0277.WARNING-Repeat measurements at this control monument indicate possible
 MC0277.vertical movement.
 MC0277
 MC0277.This Tidal Bench Mark is designated as VM 12841
 MC0277.by the Center for Operational Oceanographic Products and Services.
 MC0277
 MC0277.The geoid height was determined by GEOID03.
 MC0277
 MC0277.The dynamic height is computed by dividing the NAVD 88
 MC0277.geopotential number by the normal gravity value computed on the
 MC0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0277.degrees latitude (g = 980.6199 gals.).
 MC0277
 MC0277.The modeled gravity was interpolated from observed gravity values.
 MC0277
 MC0277;                    North         East    Units  Estimated Accuracy
 MC0277;SPC OH N     -   225,540.      519,040.      MT  (+/- 180 meters Scaled)
 MC0277
 MC0277                          SUPERSEDED SURVEY CONTROL
 MC0277
 MC0277  NAVD 88 (06/15/91)  175.593  (m)          576.09   (f) UNKNOWN     1 1
 MC0277  NGVD 29 (06/03/92)  175.784  (m)          576.72   (f) ADJUSTED    1 1
 MC0277
 MC0277.Superseded values are not recommended for survey control.
 MC0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0277.See file dsdata.txt to determine how the superseded data were derived.
 MC0277
 MC0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG942187(NAD 83)
 MC0277_MARKER: Z = SEE DESCRIPTION
 MC0277_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 MC0277_SP_SET: GALVANIZED STEEL PIPE
 MC0277_MARK LOGO: NONE  
 MC0277_PROJECTION: RECESSED 40 CENTIMETERS
 MC0277_MAGNETIC: I = MARKER IS A STEEL ROD
 MC0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0277+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0277_ROD/PIPE-DEPTH: 13.1 meters
 MC0277_SLEEVE-DEPTH  : 0.0 meters
 MC0277
 MC0277  HISTORY     - Date     Condition        Report By
 MC0277  HISTORY     - UNK      MONUMENTED       USLS
 MC0277  HISTORY     - 1968     GOOD             NGS
 MC0277  HISTORY     - 1980     GOOD             NGS
 MC0277  HISTORY     - 19930715 GOOD             NGS
 MC0277  HISTORY     - 19940718 GOOD             NOS
 MC0277
 MC0277                          STATION DESCRIPTION
 MC0277
 MC0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0277'AT TOLEDO.
 MC0277'AT TOLEDO, ALONG THE NORTHWEST BANK AND NEAR THE MOUTH OF THE
 MC0277'MAUMEE RIVER, ABOUT 65 YARDS NORTH OF THE U.S. LAKE SURVEY GAGE
 MC0277'HOUSE, ALONG THE NORTHEAST SIDE OF THE CANAL LEADING TO THE
 MC0277'TOLEDO YACHT BASIN, ON THE GROUNDS OF THE U.S. ARMY CORP OF
 MC0277'ENGRS, 6.8 FEET SOUTHEAST OF THE EAST CORNER OF A LONG METAL
 MC0277'BUILDING WHICH IS THE CORP OF ENGRS OFFICE BUILDING AND TWO
 MC0277'GARAGES, 8 FEET NORTHEAST OF THE CENTER LINE OF A DRIVE, ABOUT
 MC0277'1/2 FOOT NORTHEAST OF THE EXTENDED LINE OF THE NORTHEAST END OF
 MC0277'THE BUILDING AND IS A STAINLESS STEEL PLUG ON TOP OF AN IRON
 MC0277'PIPE 1-FOOT UNDERGROUND AND PROTECTED BY A 6 INCH CONCRETE PIPE
 MC0277'WHICH IS 1/2 FOOT UNDERGROUND.  THE PIPE IS REPORTED TO HAVE
 MC0277'BEEN DRIVEN 43 FEET DEEP.
 MC0277
 MC0277                          STATION RECOVERY (1980)
 MC0277
 MC0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0277'THE MARK IS 0.3 M BELOW GROUND.
 MC0277'IN TOLEDO, ON THE NORTHWEST SIDE OF THE MAUMEE RIVER, NEAR THE MOUTH
 MC0277'OF THE RIVER, ON THE PROPERTY OF THE US ARMY CORPS OF ENGINEERS, AT
 MC0277'THE EAST CORNER OF THE CORPS OF ENGINEERS OFFICE AND WAREHOUSE
 MC0277'BUILDING (A METAL BUILDING), 3.1 METERS (10.3 FEET) SOUTHWEST OF A
 MC0277'14-INCH COTTONWOOD TREE, 2.0 METERS (6.8 FEET) SOUTHEAST AND IN LINE
 MC0277'WITH THE NORTHEAST FACE OF THE EAST CORNER OF THE OFFICE AND WAREHOUSE
 MC0277'BUILDING.
 MC0277
 MC0277                          STATION RECOVERY (1993)
 MC0277
 MC0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0277'5.0 KM (3.10 MI) NORTHEASTERLY ALONG SUMMIT STREET FROM THE JUNCTION
 MC0277'OF INTERSTATE HIGHWAY 280 IN TOLEDO, THENCE 0.2 KM (0.10 MI)
 MC0277'SOUTHERLY ALONG THE TOLEDO YACHT CLUB ENTRANCE ROAD, THENCE 0.3 KM
 MC0277'(0.20 MI) EASTERLY ALONG A PAVED ROAD LEADING TO THE U.S. COAST
 MC0277'GUARD STATION AND THE CORPS OF ENGINEERS OFFICE, 3.7 M (12.1 FT)
 MC0277'SOUTH OF THE SOUTHEAST CORNER OF THE OFFICE, 2.9 M (9.5 FT)
 MC0277'WEST-SOUTHWEST OF AN 18-INCH COTTONWOOD TREE, 2.1 M (6.9 FT)
 MC0277'SOUTHEAST OF THE SOUTHEAST FACE OF THE OFFICE, 1.3 M (4.3 FT)
 MC0277'EAST-NORTHEAST OF THE CORNER OF THE SOUTHEAST ENTRANCE TO THE OFFICE,
 MC0277'0.4 M (1.3 FT) BELOW THE GROUND SURFACE, AND 0.2 M (0.7 FT) SOUTHEAST
 MC0277'OF THE SOUTHEAST EDGE OF A SIDEWALK.  NOTE--THE DATUM POINT IS THE
 MC0277'TOP OF A SQUARE PLUG ATTACHED TO THE TOP OF A 5/8 INCH GALVANIZED
 MC0277'STEEL PIPE.  THE PLUG IS ENCASED IN A 6-INCH CONCRETE PIPE AND IS
 MC0277'RECESSED 0.4 M (1.3 FT) BELOW THE GROUND SURFACE.  ACCESS TO THE
 MC0277'DATUM POINT IS THROUGH AN 8-INCH CONCRETE COVER.
 MC0277
 MC0277                          STATION RECOVERY (1994)
 MC0277
 MC0277'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MC0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0270 ***********************************************************************
 MC0270  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0270  DESIGNATION -  906 3085 WL 104
 MC0270  PID         -  MC0270
 MC0270  STATE/COUNTY-  OH/LUCAS
 MC0270  USGS QUAD   -  OREGON (1995)
 MC0270
 MC0270                         *CURRENT SURVEY CONTROL
 MC0270  ___________________________________________________________________
 MC0270* NAD 83(1986)-  41 41 33.     (N)    083 28 23.     (W)     SCALED    
 MC0270* NAVD 88     -       176.045  (meters)     577.57   (feet)  ADJUSTED  
 MC0270  ___________________________________________________________________
 MC0270  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC0270  DYNAMIC HT  -         175.977 (meters)     577.35  (feet)  COMP
 MC0270  MODELED GRAV-     980,235.0   (mgal)                       NAVD 88
 MC0270
 MC0270  VERT ORDER  -  FIRST     CLASS I
 MC0270
 MC0270.The horizontal coordinates were scaled from a topographic map and have
 MC0270.an estimated accuracy of +/- 6 seconds.
 MC0270
 MC0270.The orthometric height was determined by differential leveling
 MC0270.and adjusted by the National Geodetic Survey in June 1991..
 MC0270
 MC0270.This Tidal Bench Mark is designated as VM 12842
 MC0270.by the Center for Operational Oceanographic Products and Services.
 MC0270
 MC0270.The geoid height was determined by GEOID03.
 MC0270
 MC0270.The dynamic height is computed by dividing the NAVD 88
 MC0270.geopotential number by the normal gravity value computed on the
 MC0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0270.degrees latitude (g = 980.6199 gals.).
 MC0270
 MC0270.The modeled gravity was interpolated from observed gravity values.
 MC0270
 MC0270;                    North         East    Units  Estimated Accuracy
 MC0270;SPC OH N     -   225,420.      519,000.      MT  (+/- 180 meters Scaled)
 MC0270
 MC0270                          SUPERSEDED SURVEY CONTROL
 MC0270
 MC0270  NGVD 29 (06/03/92)  176.236  (m)          578.20   (f) ADJUSTED    1 1
 MC0270
 MC0270.Superseded values are not recommended for survey control.
 MC0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0270.See file dsdata.txt to determine how the superseded data were derived.
 MC0270
 MC0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG941185(NAD 83)
 MC0270_MARKER: DD = SURVEY DISK
 MC0270_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MC0270+WITH SETTING: PAVEMENT
 MC0270_SP_SET: RANGE LIGHT FOUNDATION
 MC0270_STAMPING: WL 104 1935 MCK
 MC0270_MARK LOGO: USLS  
 MC0270_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0270+STABILITY: SURFACE MOTION
 MC0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0270+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0270
 MC0270  HISTORY     - Date     Condition        Report By
 MC0270  HISTORY     - 1935     MONUMENTED       USLS
 MC0270  HISTORY     - 1968     GOOD             NGS
 MC0270  HISTORY     - 1980     GOOD             NGS
 MC0270  HISTORY     - 19930715 GOOD             NGS
 MC0270  HISTORY     - 19940718 GOOD             NOS
 MC0270
 MC0270                          STATION DESCRIPTION
 MC0270
 MC0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0270'AT TOLEDO.
 MC0270'AT TOLEDO, IN THE NORTHEAST PART OF THE CITY, ALONG THE NORTHWEST
 MC0270'BANK AND NEAR THE MOUTH OF THE MAUMEE RIVER, ABOUT 37 YARDS
 MC0270'SOUTHWEST OF THE BULKHEAD ALONG THE SOUTHWEST SIDE OF THE CANAL
 MC0270'LEADING TO THE TOLEDO YACHT BASIN, SET IN THE TOP OF THE WEST
 MC0270'CORNER OF THE CONCRETE BASE TO THE STEEL LEG SUPPORTING THE
 MC0270'MANHATTAN RANGE LIGHT, 90 FEET EAST OF THE EAST CORNER OF THE
 MC0270'SOUTHEAST WING OF A LARGE THREE-STORIED BRICK BUILDING, 2.6 FEET
 MC0270'EAST OF THE WEST CORNER OF THE BASE AND 1 1/2 FEET ABOVE THE
 MC0270'BLACK TOP PARKING AREA.
 MC0270
 MC0270                          STATION RECOVERY (1980)
 MC0270
 MC0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0270'THE MARK IS 0.3 M ABOVE GROUND.
 MC0270'IN TOLEDO, ON THE NORTHWEST SIDE OF THE MAUMEE RIVER, NEAR THE MOUTH
 MC0270'OF THE RIVER, ON THE SOUTHWEST SIDE OF THE CANAL LEADING TO THE YACHT
 MC0270'CLUB, SET IN THE CONCRETE FOUNDATION OF THE MANHATTAN FRONT RANGE
 MC0270'LIGHT (A 4-LEGGED TOWER), 0.9 METER (2.7 FEET) EAST OF THE WEST CORNER
 MC0270'OF THE FOUNDATION.
 MC0270
 MC0270                          STATION RECOVERY (1993)
 MC0270
 MC0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0270'5.0 KM (3.10 MI) NORTHEASTERLY ALONG SUMMIT STREET FROM THE JUNCTION
 MC0270'OF INTERSTATE HIGHWAY 280 IN TOLEDO, THENCE 0.6 KM (0.35 MI)
 MC0270'SOUTHERLY ALONG THE TOLEDO YACHT CLUB ENTRANCE ROAD, THENCE 0.3 KM
 MC0270'(0.20 MI) EASTERLY ALONG A ROAD LEADING TO THE U.S. NAVAL RESERVE
 MC0270'TRAINING CENTER (ABANDONED), IN TOP OF AND 0.8 M (2.6 FT) EAST OF THE
 MC0270'WEST CORNER OF A CONCRETE FOUNDATION, 35.1 M (115.2 FT) SOUTHWEST OF
 MC0270'THE SOUTHWEST EDGE OF A CONCRETE RETAINING WALL ALONG A CANAL, 29.3 M
 MC0270'(96.1 FT) SOUTHEAST OF THE EAST CORNER OF A BUILDING, 8.8 M (28.9 FT)
 MC0270'SOUTHEAST OF THE CENTER OF THE ROAD, AND 0.3 M (1.0 FT) ABOVE THE
 MC0270'LEVEL OF THE ROAD.
 MC0270
 MC0270                          STATION RECOVERY (1994)
 MC0270
 MC0270'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MC0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0267 ***********************************************************************
 MC0267  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0267  DESIGNATION -  906 3085 WL 105
 MC0267  PID         -  MC0267
 MC0267  STATE/COUNTY-  OH/LUCAS
 MC0267  USGS QUAD   -  OREGON (1995)
 MC0267
 MC0267                         *CURRENT SURVEY CONTROL
 MC0267  ___________________________________________________________________
 MC0267* NAD 83(1986)-  41 41 35.     (N)    083 28 32.     (W)     SCALED    
 MC0267* NAVD 88     -       176.325  (meters)     578.49   (feet)  ADJUSTED  
 MC0267  ___________________________________________________________________
 MC0267  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC0267  DYNAMIC HT  -         176.257 (meters)     578.27  (feet)  COMP
 MC0267  MODELED GRAV-     980,235.0   (mgal)                       NAVD 88
 MC0267
 MC0267  VERT ORDER  -  FIRST     CLASS I
 MC0267
 MC0267.The horizontal coordinates were scaled from a topographic map and have
 MC0267.an estimated accuracy of +/- 6 seconds.
 MC0267
 MC0267.The orthometric height was determined by differential leveling
 MC0267.and adjusted by the National Geodetic Survey in June 1991..
 MC0267.WARNING-Repeat measurements at this control monument indicate possible
 MC0267.vertical movement.
 MC0267
 MC0267.This Tidal Bench Mark is designated as VM 12843
 MC0267.by the Center for Operational Oceanographic Products and Services.
 MC0267
 MC0267.The geoid height was determined by GEOID03.
 MC0267
 MC0267.The dynamic height is computed by dividing the NAVD 88
 MC0267.geopotential number by the normal gravity value computed on the
 MC0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0267.degrees latitude (g = 980.6199 gals.).
 MC0267
 MC0267.The modeled gravity was interpolated from observed gravity values.
 MC0267
 MC0267;                    North         East    Units  Estimated Accuracy
 MC0267;SPC OH N     -   225,480.      518,790.      MT  (+/- 180 meters Scaled)
 MC0267
 MC0267                          SUPERSEDED SURVEY CONTROL
 MC0267
 MC0267  NGVD 29 (06/03/92)  176.518  (m)          579.13   (f) ADJUSTED    1 1
 MC0267
 MC0267.Superseded values are not recommended for survey control.
 MC0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0267.See file dsdata.txt to determine how the superseded data were derived.
 MC0267
 MC0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG939186(NAD 83)
 MC0267_MARKER: DD = SURVEY DISK
 MC0267_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MC0267_SP_SET: WINDOW SILL
 MC0267_STAMPING: WL 105 1935 MCK
 MC0267_MARK LOGO: USLS  
 MC0267_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0267+STABILITY: POSITION/ELEVATION WELL
 MC0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0267+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0267
 MC0267  HISTORY     - Date     Condition        Report By
 MC0267  HISTORY     - 1935     MONUMENTED       USLS
 MC0267  HISTORY     - 1968     GOOD             NGS
 MC0267  HISTORY     - 1980     GOOD             NGS
 MC0267  HISTORY     - 19930715 GOOD             NGS
 MC0267  HISTORY     - 19940718 GOOD             NOS
 MC0267
 MC0267                          STATION DESCRIPTION
 MC0267
 MC0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0267'AT TOLEDO.
 MC0267'AT TOLEDO, ALONG THE NORTHWEST SIDE AND NEAR THE MOUTH OF THE
 MC0267'MAUMEE RIVER, IN THE NORTHEAST PART OF THE CITY OF TOLEDO, AT
 MC0267'THE TOLEDO YACHT CLUB, SET VERTICALLY IN THE SOUTHEAST FACE OF
 MC0267'THE NORTHWEST END OF THE STONE WINDOW SILL FOR THE CENTER ONE
 MC0267'OF THREE SMALL WINDOWS NEAR THE EAST CORNER OF A LARGE THREE
 MC0267'STORIED STUCCO BUILDING, 13 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 MC0267'OF THE ENTRANCE TO THE YACHT CLUB MEMBERS CLUBHOUSE, AND 1.6 FEET
 MC0267'ABOVE THE LEVEL OF THE GROUND.
 MC0267
 MC0267                          STATION RECOVERY (1980)
 MC0267
 MC0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0267'THE MARK IS 0.5 M ABOVE GROUND.
 MC0267'IN TOLEDO, ON THE NORTHWEST SIDE OF THE MAUMEE RIVER, NEAR THE MOUTH
 MC0267'OF THE RIVER, SET VERTICALLY IN THE SOUTHEAST FACE OF THE WINDOW SILL
 MC0267'OF THE TOLEDO YACHT CLUB BUILDING, 3.5 METERS (11.5 FEET) SOUTHWEST OF
 MC0267'THE EAST CORNER OF THE BUILDING, 0.1 METER (0.3 FOOT) SOUTHWEST OF THE
 MC0267'NORTHEAST END OF THE WINDOW SILL.
 MC0267
 MC0267                          STATION RECOVERY (1993)
 MC0267
 MC0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0267'5.0 KM (3.10 MI) NORTHEASTERLY ALONG SUMMIT STREET FROM THE JUNCTION
 MC0267'OF INTERSTATE HIGHWAY 280 IN TOLEDO, THENCE 0.5 KM (0.30 MI)
 MC0267'SOUTHERLY ALONG THE TOLEDO YACHT CLUB ENTRANCE ROAD, SET VERTICALLY
 MC0267'IN THE SOUTHEAST FACE OF THE TOLEDO YACHT CLUB, 60.8 M (199.5 FT)
 MC0267'NORTHEAST OF THE CENTER OF THE ROAD, 5.4 M (17.7 FT) SOUTHWEST OF THE
 MC0267'CENTER OF THE SOUTHEAST ENTRANCE DOOR OF THE BUILDING, 0.5 M (1.6 FT)
 MC0267'ABOVE THE GROUND SURFACE, AND 0.4 M (1.3 FT) WEST OF A DRAIN PIPE.
 MC0267
 MC0267                          STATION RECOVERY (1994)
 MC0267
 MC0267'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MC0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1582 ***********************************************************************
 MC1582  DESIGNATION -  906 3097 E
 MC1582  PID         -  MC1582
 MC1582  STATE/COUNTY-  OH/OTTAWA
 MC1582  USGS QUAD   -  PUT-IN-BAY (1969)
 MC1582
 MC1582                         *CURRENT SURVEY CONTROL
 MC1582  ___________________________________________________________________
 MC1582* NAD 83(1995)-  41 39 29.31290(N)    082 49 38.86377(W)     ADJUSTED  
 MC1582* NAVD 88     -       179.7    (meters)     590.     (feet)  VERTCON   
 MC1582  ___________________________________________________________________
 MC1582  X           -     595,874.503 (meters)                     COMP
 MC1582  Y           -  -4,735,083.326 (meters)                     COMP
 MC1582  Z           -   4,217,406.657 (meters)                     COMP
 MC1582  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 MC1582  ELLIP HEIGHT-         144.03  (meters)          (10/07/05) GPS OBS
 MC1582  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 MC1582
 MC1582  HORZ ORDER  -  SECOND
 MC1582  ELLP ORDER  -  FOURTH    CLASS I
 MC1582
 MC1582.The horizontal coordinates were established by GPS observations
 MC1582.and adjusted by the National Geodetic Survey in April 1998..
 MC1582
 MC1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1582
 MC1582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1582
 MC1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1582
 MC1582.The ellipsoidal height was determined by GPS observations
 MC1582.and is referenced to NAD 83.
 MC1582
 MC1582.The geoid height was determined by GEOID03.
 MC1582
 MC1582;                    North         East     Units Scale Factor Converg.
 MC1582;SPC OH N     -   221,202.489   572,725.061   MT  0.99999220   -0 12 54.5
 MC1582;UTM  17      - 4,613,434.480   347,843.530   MT  0.99988491   -1 12 53.7
 MC1582
 MC1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1582!SPC OH N     -   0.99997741  x   0.99999220  =   0.99996961
 MC1582!UTM  17      -   0.99997741  x   0.99988491  =   0.99986232
 MC1582
 MC1582                          SUPERSEDED SURVEY CONTROL
 MC1582
 MC1582  ELLIP H (04/01/98)  144.04   (m)                       GP(       ) 4 1
 MC1582  NAD 83(1995)-  41 39 29.31287(N)    082 49 38.86387(W) AD(       ) 2
 MC1582  NAD 83(1986)-  41 39 29.32117(N)    082 49 38.88275(W) AD(       ) 2
 MC1582  NGVD 29 (08/25/89)  179.9    (m)          590.     (f) GPS OBS        
 MC1582
 MC1582.Superseded values are not recommended for survey control.
 MC1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1582.See file dsdata.txt to determine how the superseded data were derived.
 MC1582
 MC1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4784413434(NAD 83)
 MC1582_MARKER: DB = BENCH MARK DISK
 MC1582_SETTING: 66 = SET IN ROCK OUTCROP
 MC1582_SP_SET: IN A DRILL HOLE IN BEDROCK
 MC1582_STAMPING: 3097-E 1979
 MC1582_MARK LOGO: NOS   
 MC1582_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC1582+STABILITY: POSITION/ELEVATION WELL
 MC1582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1582+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1988
 MC1582
 MC1582  HISTORY     - Date     Condition        Report By
 MC1582  HISTORY     - 1979     MONUMENTED       NOS
 MC1582  HISTORY     - 19881001 GOOD             OHDNR
 MC1582  HISTORY     - 20050625 GOOD             USPSQD
 MC1582
 MC1582                          STATION DESCRIPTION
 MC1582
 MC1582'DESCRIBED BY OHIO DEPARTMENT OF NATURAL RESOURCES 1988
 MC1582'THE STATION IS LOCATED ON SOUTH BASS ISLAND, ON PEACH ORCHARD POINT,
 MC1582'73.2 M (240.2 FT) SOUTHWEST OF THE FISHERIES BUILDING IN A ROCK
 MC1582'OUTCROP LOCATED ON THE WEST CORNER OF THE OHIO STATE UNIVERSITYS LAKE
 MC1582'ERIE RESEARCH CENTER, 12.65 M (41.5 FT) SOUTHEAST OF THE ROAD, 28.96 M
 MC1582'(95.0 FT) SOUTHWEST OF THE WEST CORNER OF THE LAB GARAGE AND 7.92 M
 MC1582'(26.0 FT) NORTHEAST OF THE CENTERLINE OF BAYVIEW AVENUE.
 MC1582
 MC1582                          STATION RECOVERY (2005)
 MC1582
 MC1582'RECOVERY NOTE BY US POWER SQUADRON 2005
 MC1582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0165 ***********************************************************************
 JZ0165  DESIGNATION -  91
 JZ0165  PID         -  JZ0165
 JZ0165  STATE/COUNTY-  OH/MONTGOMERY
 JZ0165  USGS QUAD   -  BROOKVILLE (1987)
 JZ0165
 JZ0165                         *CURRENT SURVEY CONTROL
 JZ0165  ___________________________________________________________________
 JZ0165* NAD 83(1986)-  39 51 35.     (N)    084 29 03.     (W)     SCALED    
 JZ0165* NAVD 88     -       323.724  (meters)    1062.08   (feet)  ADJUSTED  
 JZ0165  ___________________________________________________________________
 JZ0165  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JZ0165  DYNAMIC HT  -         323.543 (meters)    1061.49  (feet)  COMP
 JZ0165  MODELED GRAV-     980,058.5   (mgal)                       NAVD 88
 JZ0165
 JZ0165  VERT ORDER  -  SECOND    CLASS 0
 JZ0165
 JZ0165.The horizontal coordinates were scaled from a topographic map and have
 JZ0165.an estimated accuracy of +/- 6 seconds.
 JZ0165
 JZ0165.The orthometric height was determined by differential leveling
 JZ0165.and adjusted by the National Geodetic Survey in June 1991..
 JZ0165
 JZ0165.The geoid height was determined by GEOID03.
 JZ0165
 JZ0165.The dynamic height is computed by dividing the NAVD 88
 JZ0165.geopotential number by the normal gravity value computed on the
 JZ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0165.degrees latitude (g = 980.6199 gals.).
 JZ0165
 JZ0165.The modeled gravity was interpolated from observed gravity values.
 JZ0165
 JZ0165;                    North         East    Units  Estimated Accuracy
 JZ0165;SPC OH S     -   208,320.      430,240.      MT  (+/- 180 meters Scaled)
 JZ0165
 JZ0165                          SUPERSEDED SURVEY CONTROL
 JZ0165
 JZ0165  NGVD 29 (??/??/92)  323.890  (m)         1062.63   (f) ADJ UNCH    2 0
 JZ0165
 JZ0165.Superseded values are not recommended for survey control.
 JZ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0165.See file dsdata.txt to determine how the superseded data were derived.
 JZ0165
 JZ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK152152(NAD 83)
 JZ0165_MARKER: DD = SURVEY DISK
 JZ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0165_STAMPING: 91
 JZ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0165+STABILITY: SURFACE MOTION
 JZ0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0165+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 JZ0165
 JZ0165  HISTORY     - Date     Condition        Report By
 JZ0165  HISTORY     - UNK      MONUMENTED       OH-113
 JZ0165  HISTORY     - 1947     GOOD             NGS
 JZ0165  HISTORY     - 20041118 GOOD             INDIV
 JZ0165
 JZ0165                          STATION DESCRIPTION
 JZ0165
 JZ0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0165'10.8 MI NE FROM WEST ALEXANDRIA.
 JZ0165'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0165'WEST ALEXANDRIA, THENCE ABOUT 8.1 MILES NORTH ALONG THE
 JZ0165'PREBLE-MONTGOMERY COUNTY LINE ROAD, AT THE INTERSECTION OF U.S.
 JZ0165'HIGHWAY 40, 43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21
 JZ0165'FEET EAST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 1.5 FEET
 JZ0165'WEST OF A WIRE FENCE, 3 FEET SOUTHWEST OF THE FENCE CORNER, 1.5
 JZ0165'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW
 JZ0165'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JZ0165'INCHES.
 JZ0165
 JZ0165                          STATION RECOVERY (2004)
 JZ0165
 JZ0165'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0165'MONUMENT IS LOCATED 16.5'N. OF POWER POLE NUMBER 96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3360 ***********************************************************************
 KY3360  DESIGNATION -  91 001 1 P CO
 KY3360  PID         -  KY3360
 KY3360  STATE/COUNTY-  OH/PORTAGE
 KY3360  USGS QUAD   -  HARTVILLE (1994)
 KY3360
 KY3360                         *CURRENT SURVEY CONTROL
 KY3360  ___________________________________________________________________
 KY3360* NAD 83(1995)-  40 59 54.90603(N)    081 18 25.44840(W)     ADJUSTED  
 KY3360* NAVD 88     -       369.2    (meters)    1211.     (feet)  VERTCON   
 KY3360  ___________________________________________________________________
 KY3360  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 KY3360  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KY3360
 KY3360  HORZ ORDER  -  SECOND
 KY3360
 KY3360.The horizontal coordinates were established by classical geodetic methods
 KY3360.and adjusted by the National Geodetic Survey in April 1998..
 KY3360
 KY3360.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3360
 KY3360.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3360
 KY3360.The geoid height was determined by GEOID03.
 KY3360
 KY3360;                    North         East     Units Scale Factor Converg.
 KY3360;SPC OH N     -   148,590.337   700,360.452   MT  0.99993986   +0 47 01.3
 KY3360;UTM  17      - 4,538,645.385   474,174.457   MT  0.99960821   -0 12 05.2
 KY3360
 KY3360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3360!SPC OH N     -   0.99994732  x   0.99993986  =   0.99988718
 KY3360!UTM  17      -   0.99994732  x   0.99960821  =   0.99955555
 KY3360
 KY3360:                Primary Azimuth Mark                     Grid Az
 KY3360:SPC OH N     -  91 001 2 P CO                            336 40 04.7
 KY3360:UTM  17      -  91 001 2 P CO                            337 39 11.2
 KY3360
 KY3360|---------------------------------------------------------------------|
 KY3360| PID    Reference Object                     Distance      Geod. Az  |
 KY3360|                                                           dddmmss.s |
 KY3360| MB2663 91 001 2 P CO                       APPROX. 0.6 KM 3372706.0 |
 KY3360|---------------------------------------------------------------------|
 KY3360
 KY3360                          SUPERSEDED SURVEY CONTROL
 KY3360
 KY3360  NAD 83(1986)-  40 59 54.91228(N)    081 18 25.45231(W) AD(       ) 2
 KY3360  NAD 27      -  40 59 54.70537(N)    081 18 26.06733(W) AD(       ) 2
 KY3360  NGVD 29 (07/19/86)  369.4    (m)         1212.     (f) VERT ANG       
 KY3360
 KY3360.Superseded values are not recommended for survey control.
 KY3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3360.See file dsdata.txt to determine how the superseded data were derived.
 KY3360
 KY3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7417438645(NAD 83)
 KY3360_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3360+STABILITY: SURFACE MOTION
 KY3360
 KY3360  HISTORY     - Date     Condition        Report By
 KY3360  HISTORY     - 1977     MONUMENTED       OH-133
 KY3360  HISTORY     - 19991030 GOOD             USPSQD
 KY3360
 KY3360                          STATION DESCRIPTION
 KY3360
 KY3360'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3360'THE STATION IS ABOUT 4 MILES SOUTHWEST OF RANDOLPH, 3 MILES
 KY3360'NORTHEAST OF HARTVILLE, 2-1/2 MILES SOUTHEAST OF SUFFIELD, AND
 KY3360'ON COUNTY HIGHWAY 20, GRIGGY ROAD, RIGHT-OF-WAY.
 KY3360'
 KY3360'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3360'AND STATE ROUTE 43 IN SUFFIELD, GO SOUTH ON STATE ROUTE 43
 KY3360'FOR 1.8 MILES TO THE
 KY3360'INTERSECTION OF TOWNSHIP HIGHWAY 16, SWARTZ ROAD.  TURN LEFT AND
 KY3360'GO EAST ON SWARTZ ROAD FOR 2.0 MILES TO AZIMUTH MARK 91 001 2 P
 KY3360'CO ON THE RIGHT.  CONTINUE EAST ON SWARTZ ROAD FOR 0.05 MILE TO
 KY3360'THE INTERSECTION OF GRIGGY ROAD.  TURN RIGHT AND
 KY3360'GO SOUTH FOR 0.4 MILE TO THE TOP OF A HILL AND THE STATION
 KY3360'ON THE LEFT.
 KY3360'
 KY3360'STATION MARKS, STAMPED---91-001-1 1977---, ARE PORTAGE COUNTY
 KY3360'BRASS DISKS .  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 KY3360'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 KY3360'SURFACE.  IT IS 200 FEET NORTH OF POWER POLE NUMBER SU 1047,
 KY3360'135.0 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, NUMBER 360,
 KY3360'82.6 FEET SOUTH OF POWER POLE NUMBER SU 1046, 76.0 FEET
 KY3360'SOUTHWEST OF UTILITY POLE NUMBER SU 119, AND 20.3 FEET EAST
 KY3360'OF THE CENTERLINE OF GRIGGY ROAD.
 KY3360'
 KY3360'AZIMUTH MARK 91 001 2 P CO, STAMPED---91-001-2 1977---, IS A
 KY3360'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 KY3360'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 KY3360'SURFACE.  IT IS ABOUT 385 FEET WEST OF GRIGGY ROAD, 169.0 FEET
 KY3360'EAST OF A POWER POLE, 20.6 FEET WEST OF POWER POLE NUMBER SU 103.
 KY3360'
 KY3360'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3360'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 KY3360'STATION 91 001 3 P CO CAN BE USED AS AN AZIMUTH MARK.
 KY3360'
 KY3360'DESCRIBED BY F.J. PINTER
 KY3360
 KY3360                          STATION RECOVERY (1999)
 KY3360
 KY3360'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY3360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2663 ***********************************************************************
 MB2663  DESIGNATION -  91 001 2 P CO
 MB2663  PID         -  MB2663
 MB2663  STATE/COUNTY-  OH/PORTAGE
 MB2663  USGS QUAD   -  SUFFIELD (1994)
 MB2663
 MB2663                         *CURRENT SURVEY CONTROL
 MB2663  ___________________________________________________________________
 MB2663* NAD 83(1995)-  41 00 13.69844(N)    081 18 35.74814(W)     ADJUSTED  
 MB2663* NAVD 88     -       364.     (meters)    1194.     (feet)  VERTCON   
 MB2663  ___________________________________________________________________
 MB2663  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 MB2663  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MB2663
 MB2663  HORZ ORDER  -  SECOND
 MB2663
 MB2663.The horizontal coordinates were established by classical geodetic methods
 MB2663.and adjusted by the National Geodetic Survey in April 1998..
 MB2663
 MB2663.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2663
 MB2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2663
 MB2663.The geoid height was determined by GEOID03.
 MB2663
 MB2663;                    North         East     Units Scale Factor Converg.
 MB2663;SPC OH N     -   149,166.674   700,111.860   MT  0.99993976   +0 46 54.5
 MB2663;UTM  17      - 4,539,225.719   473,935.890   MT  0.99960836   -0 12 12.1
 MB2663
 MB2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2663!SPC OH N     -   0.99994817  x   0.99993976  =   0.99988793
 MB2663!UTM  17      -   0.99994817  x   0.99960836  =   0.99955655
 MB2663
 MB2663                          SUPERSEDED SURVEY CONTROL
 MB2663
 MB2663  NAD 83(1986)-  41 00 13.70470(N)    081 18 35.75201(W) AD(       ) 2
 MB2663  NAD 27      -  41 00 13.49801(N)    081 18 36.36668(W) AD(       ) 2
 MB2663  NGVD 29 (07/19/86)  364.     (m)         1194.     (f) VERT ANG       
 MB2663
 MB2663.Superseded values are not recommended for survey control.
 MB2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2663.See file dsdata.txt to determine how the superseded data were derived.
 MB2663
 MB2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7393639226(NAD 83)
 MB2663_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2663+STABILITY: SURFACE MOTION
 MB2663
 MB2663  HISTORY     - Date     Condition        Report By
 MB2663  HISTORY     - 1977     MONUMENTED       OH-133
 MB2663
 MB2663                          STATION DESCRIPTION
 MB2663
 MB2663'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2663'THE STATION IS ABOUT 7-3/4 MILES SOUTHWEST OF ROOTSTOWN, 4
 MB2663'MILES SOUTHWEST OF RANDOLPH, 2-1/2 MILES SOUTHEAST OF SUFFIELD
 MB2663'AND ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY 16, SWARTZ ROAD.
 MB2663'
 MB2663'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 43
 MB2663'AND U.S. HIGHWAY 224, IN SUFFIELD, GO SOUTH ON STATE ROUTE 43 FOR
 MB2663'1.8 MILES TO THE INTERSECTION OF SWARTZ ROAD.  TURN
 MB2663'LEFT AND GO EAST ON SWARTZ ROAD FOR 2.0
 MB2663'MILES TO THE STATION ON THE RIGHT.
 MB2663'
 MB2663'STATION MARK, STAMPED---91-001-2 1977---, IS A PORTAGE COUNTY
 MB2663'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2663'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 385
 MB2663'FEET WEST OF GRIGGY ROAD, 169.0 FEET EAST OF A POWER POLE, 20.6
 MB2663'FEET SOUTH OF THE CENTERLINE OF SWARTZ ROAD, AND 129.8 FEET WEST
 MB2663'OF POWER POLE NUMBER SU 103.
 MB2663'
 MB2663'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2663'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2663'STATION 91 001 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2663'
 MB2663'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3359 ***********************************************************************
 KY3359  DESIGNATION -  91 001 3
 KY3359  PID         -  KY3359
 KY3359  STATE/COUNTY-  OH/STARK
 KY3359  USGS QUAD   -  HARTVILLE (1994)
 KY3359
 KY3359                         *CURRENT SURVEY CONTROL
 KY3359  ___________________________________________________________________
 KY3359* NAD 83(1995)-  40 59 18.95226(N)    081 18 23.54124(W)     ADJUSTED  
 KY3359* NAVD 88     -       366.     (meters)    1201.     (feet)  VERTCON   
 KY3359  ___________________________________________________________________
 KY3359  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KY3359  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KY3359
 KY3359  HORZ ORDER  -  SECOND
 KY3359
 KY3359.The horizontal coordinates were established by classical geodetic methods
 KY3359.and adjusted by the National Geodetic Survey in April 1998..
 KY3359
 KY3359.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3359
 KY3359.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3359
 KY3359.The geoid height was determined by GEOID03.
 KY3359
 KY3359;                    North         East     Units Scale Factor Converg.
 KY3359;SPC OH N     -   147,482.006   700,420.194   MT  0.99994009   +0 47 02.6
 KY3359;UTM  17      - 4,537,536.559   474,215.121   MT  0.99960818   -0 12 03.8
 KY3359
 KY3359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3359!SPC OH N     -   0.99994785  x   0.99994009  =   0.99988795
 KY3359!UTM  17      -   0.99994785  x   0.99960818  =   0.99955605
 KY3359
 KY3359|---------------------------------------------------------------------|
 KY3359| PID    Reference Object                     Distance      Geod. Az  |
 KY3359|                                                           dddmmss.s |
 KY3359| KY3358 81 010 1 P CO                       316.496 METERS 09135     |
 KY3359| KY3360 91 001 1 P CO                       APPROX. 1.1 KM 3574155.1 |
 KY3359|---------------------------------------------------------------------|
 KY3359
 KY3359                          SUPERSEDED SURVEY CONTROL
 KY3359
 KY3359  NAD 83(1986)-  40 59 18.95851(N)    081 18 23.54521(W) AD(       ) 2
 KY3359  NAD 27      -  40 59 18.75118(N)    081 18 24.16032(W) AD(       ) 2
 KY3359  NGVD 29 (07/19/86)  366.     (m)         1201.     (f) VERT ANG       
 KY3359
 KY3359.Superseded values are not recommended for survey control.
 KY3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3359.See file dsdata.txt to determine how the superseded data were derived.
 KY3359
 KY3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7421537537(NAD 83)
 KY3359_MARKER: DB = BENCH MARK DISK
 KY3359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3359_MARK LOGO: OH-133
 KY3359_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3359+STABILITY: SURFACE MOTION
 KY3359
 KY3359  HISTORY     - Date     Condition        Report By
 KY3359  HISTORY     - 1977     MONUMENTED       OH-133
 KY3359  HISTORY     - 19930416 POOR             OHDT
 KY3359  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 KY3359
 KY3359                          STATION DESCRIPTION
 KY3359
 KY3359'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3359'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF MOGADORE, 3-1/4
 KY3359'MILES SOUTHEAST OF SUFFIELD, 4-1/2 MILES SOUTHWEST OF RANDOLPH,
 KY3359'AND ON THE RIGHT-OF-WAY OF GRIGGY ROAD, COUNTY HIGHWAY 20.
 KY3359'
 KY3359'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3359'AND STATE ROUTE 43 IN SUFFIELD, GO SOUTH ON STATE ROUTE 43
 KY3359'FOR 1.8 MILES TO THE
 KY3359'INTERSECTION OF SWARTZ ROAD, TOWNSHIP HIGHWAY 16.  TURN LEFT AND
 KY3359'GO EAST ON SWARTZ ROAD FOR 2.05 MILES TO THE INTERSECTION OF
 KY3359'GRIGGY ROAD.  TURN RIGHT AND GO SOUTH ON GRIGGY ROAD
 KY3359'FOR 1.1 MILES TO THE INTERSECTION OF PONTIUS
 KY3359'ROAD, COUNTY HIGHWAY 42, AND THE STATION THE RIGHT.
 KY3359'
 KY3359'STATION MARK 91 001 3 P CO, STAMPED---91-001-3 1977---, IS A
 KY3359'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 KY3359'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 KY3359'SURFACE.  IT IS 104.2 FEET WEST OF POWER POLE NUMBER SU 236,
 KY3359'91.8 FEET EAST OF A POWER POLE, AND 17.6 FEET NORTH OF
 KY3359'THE CENTERLINE OF PONTIUS ROAD.
 KY3359'
 KY3359'AZIMUTH MARK 81 010 1 P CO, IS AN IRON ROD IN A 12 BY 12-INCH
 KY3359'MONUMENT BOX WITH METAL LID THAT IS FLUSH WITH THE ROAD
 KY3359'SURFACE.
 KY3359'IT IS 57.23 FEET NORTHWEST OF A BRIDGE SPIKE IN AN 8-INCH
 KY3359'PINE TREE, 49.64 FEET NORTHEAST OF A BRIDGE SPIKE IN A 12-INCH
 KY3359'CHERRY TREE, 29.6 FEET SOUTH OF A TELEPHONE AND POWER POLE
 KY3359'NUMBER 2365, AND IN THE CENTERLINE OF PONTIUS ROAD.
 KY3359'
 KY3359'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3359'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 KY3359'STATION 91 001 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 KY3359'
 KY3359'DESCRIBED BY F.J. PINTER
 KY3359
 KY3359                          STATION RECOVERY (1993)
 KY3359
 KY3359'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY3359'------REPORT BY ODOT-------YEAR 1993------- CONDITIN - POOR -------
 KY3359' 
 KY3359'NOTE** DISK HAS BEEN HIT BY PLOWS.
 KY3359' 
 KY3359'TO REACH AZIMUTH, GO .2 MILES (0.3 KM) EAST ON PONTIUS FROM ITS TEE
 KY3359'INTERSECTION WITH GRIGGY AT RANGELINE.
 KY3359
 KY3359                          STATION RECOVERY (1999)
 KY3359
 KY3359'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY3359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2661 ***********************************************************************
 MB2661  DESIGNATION -  91 005 1 P CO
 MB2661  PID         -  MB2661
 MB2661  STATE/COUNTY-  OH/PORTAGE
 MB2661  USGS QUAD   -  SUFFIELD (1994)
 MB2661
 MB2661                         *CURRENT SURVEY CONTROL
 MB2661  ___________________________________________________________________
 MB2661* NAD 83(1995)-  41 03 00.39551(N)    081 18 15.63404(W)     ADJUSTED  
 MB2661* NAVD 88     -       335.     (meters)    1099.     (feet)  VERTCON   
 MB2661  ___________________________________________________________________
 MB2661  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 MB2661  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB2661
 MB2661  HORZ ORDER  -  SECOND
 MB2661
 MB2661.The horizontal coordinates were established by classical geodetic methods
 MB2661.and adjusted by the National Geodetic Survey in April 1998..
 MB2661
 MB2661.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2661
 MB2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2661
 MB2661.The geoid height was determined by GEOID03.
 MB2661
 MB2661;                    North         East     Units Scale Factor Converg.
 MB2661;SPC OH N     -   154,314.655   700,511.353   MT  0.99993919   +0 47 07.8
 MB2661;UTM  17      - 4,544,364.366   474,423.684   MT  0.99960805   -0 11 59.5
 MB2661
 MB2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2661!SPC OH N     -   0.99995273  x   0.99993919  =   0.99989192
 MB2661!UTM  17      -   0.99995273  x   0.99960805  =   0.99956079
 MB2661
 MB2661                          SUPERSEDED SURVEY CONTROL
 MB2661
 MB2661  NAD 83(1986)-  41 03 00.40194(N)    081 18 15.63760(W) AD(       ) 2
 MB2661  NAD 27      -  41 03 00.19459(N)    081 18 16.25207(W) AD(       ) 2
 MB2661  NGVD 29 (07/19/86)  335.     (m)         1099.     (f) VERT ANG       
 MB2661
 MB2661.Superseded values are not recommended for survey control.
 MB2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2661.See file dsdata.txt to determine how the superseded data were derived.
 MB2661
 MB2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7442444364(NAD 83)
 MB2661_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2661+STABILITY: SURFACE MOTION
 MB2661
 MB2661  HISTORY     - Date     Condition        Report By
 MB2661  HISTORY     - 1977     MONUMENTED       OH-133
 MB2661
 MB2661                          STATION DESCRIPTION
 MB2661
 MB2661'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2661'THE STATION IS ABOUT 4-3/4 MILES SOUTHWEST OF ROOTSTOWN, 4-1/4
 MB2661'MILES SOUTHEAST OF BRIMFIELD, 3-1/2 MILES NORTHWEST OF RANDOLPH,
 MB2661'AND ON RIGHT-OF-WAY OF RANDOLPH ROAD, COUNTY HIGHWAY 10.
 MB2661'
 MB2661'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 43
 MB2661'AND U.S. HIGHWAY 224 IN SUFFIELD
 MB2661'GO NORTH ON STATE ROUTE 43 FOR 1.2 MILES TO THE
 MB2661'INTERSECTION OF RANDOLPH ROAD.  TURN RIGHT
 MB2661'AND GO EAST ON RANDOLPH ROAD FOR 2.35 MILES
 MB2661'TO THE STATION ON THE LEFT.
 MB2661'
 MB2661'STATION MARK, STAMPED---91-005-1 1977---, IS A PORTAGE COUNTY
 MB2661'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2661'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 60.5 FEET
 MB2661'NORTHWEST OF TELEPHONE AND POWER POLE NUMBER 95/52, 44.2 FEET
 MB2661'NORTH OF AN IRON PIPE PROPERTY PIN, 25.0 FEET NORTH OF THE
 MB2661'CENTERLINE OF RANDOLPH ROAD, 21.0 FEET
 MB2661'SOUTHEAST OF THE CENTER OF A LARGE STUMP, AND 15.0 FEET WEST OF
 MB2661'AN 8-INCH PINE TREE.
 MB2661'
 MB2661'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2661'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2661'STATION 91 006 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2661'
 MB2661'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2667 ***********************************************************************
 MB2667  DESIGNATION -  91 006 1 P CO
 MB2667  PID         -  MB2667
 MB2667  STATE/COUNTY-  OH/PORTAGE
 MB2667  USGS QUAD   -  SUFFIELD (1994)
 MB2667
 MB2667                         *CURRENT SURVEY CONTROL
 MB2667  ___________________________________________________________________
 MB2667* NAD 83(1995)-  41 03 01.44854(N)    081 18 55.60988(W)     ADJUSTED  
 MB2667* NAVD 88     -       347.2    (meters)    1139.     (feet)  VERTCON   
 MB2667  ___________________________________________________________________
 MB2667  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 MB2667  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MB2667
 MB2667  HORZ ORDER  -  SECOND
 MB2667
 MB2667.The horizontal coordinates were established by classical geodetic methods
 MB2667.and adjusted by the National Geodetic Survey in April 1998..
 MB2667
 MB2667.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2667
 MB2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2667
 MB2667.The geoid height was determined by GEOID03.
 MB2667
 MB2667;                    North         East     Units Scale Factor Converg.
 MB2667;SPC OH N     -   154,334.396   699,577.493   MT  0.99993919   +0 46 41.5
 MB2667;UTM  17      - 4,544,400.152   473,490.610   MT  0.99960865   -0 12 25.8
 MB2667
 MB2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2667!SPC OH N     -   0.99995078  x   0.99993919  =   0.99988997
 MB2667!UTM  17      -   0.99995078  x   0.99960865  =   0.99955945
 MB2667
 MB2667:                Primary Azimuth Mark                     Grid Az
 MB2667:SPC OH N     -  91 005 1 P CO                            091 12 39.7
 MB2667:UTM  17      -  91 005 1 P CO                            092 11 47.0
 MB2667
 MB2667|---------------------------------------------------------------------|
 MB2667| PID    Reference Object                     Distance      Geod. Az  |
 MB2667|                                                           dddmmss.s |
 MB2667| MB2661 91 005 1 P CO                       APPROX. 0.9 KM 0915921.2 |
 MB2667|---------------------------------------------------------------------|
 MB2667
 MB2667                          SUPERSEDED SURVEY CONTROL
 MB2667
 MB2667  NAD 83(1986)-  41 03 01.45501(N)    081 18 55.61344(W) AD(       ) 2
 MB2667  NAD 27      -  41 03 01.24729(N)    081 18 56.22665(W) AD(       ) 2
 MB2667  NGVD 29 (07/19/86)  347.4    (m)         1140.     (f) VERT ANG       
 MB2667
 MB2667.Superseded values are not recommended for survey control.
 MB2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2667.See file dsdata.txt to determine how the superseded data were derived.
 MB2667
 MB2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7349144400(NAD 83)
 MB2667_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2667+STABILITY: SURFACE MOTION
 MB2667
 MB2667  HISTORY     - Date     Condition        Report By
 MB2667  HISTORY     - 1977     MONUMENTED       OH-133
 MB2667
 MB2667                          STATION DESCRIPTION
 MB2667
 MB2667'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2667'THE STATION IS ABOUT 5-1/4 MILES SOUTHWEST OF ROOTSTOWN, 3-3/4
 MB2667'MILES SOUTHEAST OF BRIMFIELD, 3-3/4 MILES NORTHWEST OF RANDOLPH,
 MB2667'AND ON RIGHT-OF-WAY OF RANDOLPH ROAD, COUNTY HIGHWAY 10.
 MB2667'
 MB2667'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 43
 MB2667'AND U.S. HIGHWAY 224 IN SUFFIELD,
 MB2667'GO NORTH ON STATE ROUTE 43 FOR 1.2 MILES TO THE
 MB2667'INTERSECTION OF RANDOLPH ROAD.  TURN RIGHT
 MB2667'AND GO EAST ON RANDOLPH ROAD FOR 1.4 MILES TO AZIMUTH MARK
 MB2667'91 014 1 P CO ON THE RIGHT.  CONTINUE EAST ON
 MB2667'RANDOLPH ROAD FOR 0.4 MILE TO STATION ON THE LEFT.  CONTINUE
 MB2667'EAST ON RANDOLPH ROAD FOR 0.55 MILE TO
 MB2667'AZIMUTH MARK 91 005 1 P CO ON THE LEFT.
 MB2667'
 MB2667'STATION MARKS, STAMPED---91-006-1 1977---, ARE PORTAGE COUNTY
 MB2667'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2667'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2667'SURFACE.  IT IS 103.3 FEET NORTHWEST OF TELEPHONE AND POWER
 MB2667'POLE NUMBER 95/39, 75.0 FEET NORTHEAST OF THE NORTHWEST CORNER
 MB2667'OF A TWO STORY FRAME HOUSE, ADDRESS NUMBER 2150, 62.5 FEET
 MB2667'NORTHEAST OF THE NORTHEAST CORNER OF SAME THE HOUSE, AND 18.4
 MB2667'FEET NORTH OF THE CENTERLINE OF RANDOLPH ROAD.
 MB2667'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MB2667'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2667'
 MB2667'AZIMUTH MARK 91 005 1 P CO, STAMPED---91-005-1 1977---, IS A
 MB2667'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2667'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2667'SURFACE.  IT IS 60.5 FEET NORTHWEST OF TELEPHONE AND POWER POLE
 MB2667'NUMBER 95/52, 44.2 FEET NORTH OF AN IRON PIPE PROPERTY PIN,
 MB2667'25.0 FEET NORTH OF THE CENTERLINE OF RANDOLPH ROAD,
 MB2667'21.0 FEET SOUTHEAST OF THE CENTER OF A LARGE STUMP,
 MB2667'AND 15.0 FEET WEST OF AN 8-INCH PINE TREE.
 MB2667'
 MB2667'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2667'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2667'STATION 91 014 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2667'
 MB2667'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2668 ***********************************************************************
 MB2668  DESIGNATION -  91 008 1 P CO
 MB2668  PID         -  MB2668
 MB2668  STATE/COUNTY-  OH/PORTAGE
 MB2668  USGS QUAD   -  SUFFIELD (1994)
 MB2668
 MB2668                         *CURRENT SURVEY CONTROL
 MB2668  ___________________________________________________________________
 MB2668* NAD 83(1995)-  41 01 31.51851(N)    081 19 02.36801(W)     ADJUSTED  
 MB2668* NAVD 88     -       360.     (meters)    1181.     (feet)  VERTCON   
 MB2668  ___________________________________________________________________
 MB2668  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 MB2668  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MB2668
 MB2668  HORZ ORDER  -  SECOND
 MB2668
 MB2668.The horizontal coordinates were established by classical geodetic methods
 MB2668.and adjusted by the National Geodetic Survey in April 1998..
 MB2668
 MB2668.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2668
 MB2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2668
 MB2668.The geoid height was determined by GEOID03.
 MB2668
 MB2668;                    North         East     Units Scale Factor Converg.
 MB2668;SPC OH N     -   151,558.471   699,457.310   MT  0.99993941   +0 46 37.1
 MB2668;UTM  17      - 4,541,627.621   473,322.766   MT  0.99960876   -0 12 29.8
 MB2668
 MB2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2668!SPC OH N     -   0.99994880  x   0.99993941  =   0.99988821
 MB2668!UTM  17      -   0.99994880  x   0.99960876  =   0.99955758
 MB2668
 MB2668                          SUPERSEDED SURVEY CONTROL
 MB2668
 MB2668  NAD 83(1986)-  41 01 31.52479(N)    081 19 02.37176(W) AD(       ) 2
 MB2668  NAD 27      -  41 01 31.31902(N)    081 19 02.98547(W) AD(       ) 2
 MB2668  NGVD 29 (07/19/86)  360.     (m)         1181.     (f) VERT ANG       
 MB2668
 MB2668.Superseded values are not recommended for survey control.
 MB2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2668.See file dsdata.txt to determine how the superseded data were derived.
 MB2668
 MB2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7332341628(NAD 83)
 MB2668_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2668+STABILITY: SURFACE MOTION
 MB2668
 MB2668  HISTORY     - Date     Condition        Report By
 MB2668  HISTORY     - 1977     MONUMENTED       OH-133
 MB2668
 MB2668                          STATION DESCRIPTION
 MB2668
 MB2668'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2668'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF ROOTSTOWN, 3-3/4
 MB2668'MILES WEST OF RANDOLPH, 1-1/2 MILES EAST OF SUFFIELD, AND
 MB2668'ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY 87, WATERLOO ROAD.
 MB2668'
 MB2668'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2668'AND STATE ROUTE 43, GO SOUTH ON STATE ROUTE 43 FOR 0.3 MILE
 MB2668'TO THE INTERSECTION OF COUNTY HIGHWAY 87, WATERLOO ROAD, AT
 MB2668'SUFFIELD.  TURN LEFT AND GO EAST ON
 MB2668'WATERLOO ROAD FOR 1.4 MILES TO THE STATION
 MB2668'ON THE LEFT.
 MB2668'
 MB2668'STATION MARK, STAMPED---91-008-1 1977---, IS A PORTAGE COUNTY
 MB2668'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2668'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 69.7 FEET
 MB2668'NORTH OF POWER POLE NUMBER SU 327, 62.3 FEET SOUTHEAST OF A
 MB2668'12-INCH PINE TREE, 28.2 FEET WEST OF TELEPHONE POLE NUMBER 50/54,
 MB2668'NORTH OF THE CENTERLINE OF WATERLOO ROAD,
 MB2668'AND 15.7 FEET EAST OF A 14-INCH APPLE TREE.
 MB2668'
 MB2668'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2668'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2668'STATION 91 013 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2668'
 MB2668'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2692 ***********************************************************************
 MB2692  DESIGNATION -  91 013 1 P CO
 MB2692  PID         -  MB2692
 MB2692  STATE/COUNTY-  OH/PORTAGE
 MB2692  USGS QUAD   -  SUFFIELD (1994)
 MB2692
 MB2692                         *CURRENT SURVEY CONTROL
 MB2692  ___________________________________________________________________
 MB2692* NAD 83(1995)-  41 01 32.00967(N)    081 19 16.75786(W)     ADJUSTED  
 MB2692* NAVD 88     -       366.8    (meters)    1203.     (feet)  VERTCON   
 MB2692  ___________________________________________________________________
 MB2692  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MB2692  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MB2692
 MB2692  HORZ ORDER  -  SECOND
 MB2692
 MB2692.The horizontal coordinates were established by classical geodetic methods
 MB2692.and adjusted by the National Geodetic Survey in April 1998..
 MB2692
 MB2692.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2692
 MB2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2692
 MB2692.The geoid height was determined by GEOID03.
 MB2692
 MB2692;                    North         East     Units Scale Factor Converg.
 MB2692;SPC OH N     -   151,569.069   699,120.982   MT  0.99993941   +0 46 27.6
 MB2692;UTM  17      - 4,541,643.995   472,986.781   MT  0.99960898   -0 12 39.3
 MB2692
 MB2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2692!SPC OH N     -   0.99994770  x   0.99993941  =   0.99988711
 MB2692!UTM  17      -   0.99994770  x   0.99960898  =   0.99955670
 MB2692
 MB2692|---------------------------------------------------------------------|
 MB2692| PID    Reference Object                     Distance      Geod. Az  |
 MB2692|                                                           dddmmss.s |
 MB2692| MB2668 91 008 1 P CO                       336.515 METERS 09235     |
 MB2692| MB2675 91 018 1 P CO                       APPROX. 0.7 KM 2644510.4 |
 MB2692|---------------------------------------------------------------------|
 MB2692
 MB2692                          SUPERSEDED SURVEY CONTROL
 MB2692
 MB2692  NAD 83(1986)-  41 01 32.01596(N)    081 19 16.76161(W) AD(       ) 2
 MB2692  NAD 27      -  41 01 31.81021(N)    081 19 17.37485(W) AD(       ) 2
 MB2692  NGVD 29 (07/19/86)  367.0    (m)         1204.     (f) VERT ANG       
 MB2692
 MB2692.Superseded values are not recommended for survey control.
 MB2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2692.See file dsdata.txt to determine how the superseded data were derived.
 MB2692
 MB2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7298741644(NAD 83)
 MB2692_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2692+STABILITY: SURFACE MOTION
 MB2692
 MB2692  HISTORY     - Date     Condition        Report By
 MB2692  HISTORY     - 1977     MONUMENTED       OH-133
 MB2692
 MB2692                          STATION DESCRIPTION
 MB2692
 MB2692'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2692'THE STATION IS ABOUT 4-1/4 MILES NORTH OF HARTVILLE, 1-1/4 MILE
 MB2692'EAST OF SUFFIELD, 1-1/4 MILES WEST OF ST. JOSEPH, AND ON THE
 MB2692'RIGHT-OF-WAY OF COUNTY HIGHWAY 87.
 MB2692'
 MB2692'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2692'AND STATE ROUTE 43, GO SOUTH ON STATE ROUTE 43 FOR 0.3 MILE TO THE
 MB2692'INTERSECTION OF COUNTY HIGHWAY 87, WATERLOO ROAD, AT SUFFIELD.
 MB2692'TURN LEFT AND GO EAST ON WATERLOO ROAD FOR 1.0 MILE TO THE
 MB2692'INTERSECTION OF COUNTY HIGHWAY 17, CONGRESS LAKE ROAD, AND
 MB2692'AZIMUTH MARK 91 018 1 P CO ON THE RIGHT.  CONTINUE EAST ON
 MB2692'WATERLOO ROAD FOR 0.4 MILE TO THE TOP OF A HILL AND THE STATION
 MB2692'ON THE LEFT.  CONTINUE EAST ON WATERLOO ROAD FOR 0.3 MILE TO
 MB2692'AZIMUTH MARK 91 008 1 ON THE LEFT.
 MB2692'
 MB2692'STATION MARKS, STAMPED---91-013-1 1977---, ARE PORTAGE COUNTY
 MB2692'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2692'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2692'SURFACE.  IT IS 65.6 FEET EAST OF TELEPHONE POLE NUMBER 50-46,
 MB2692'58.2 FEET NORTHEAST OF POWER POLE NUMBER SU 319, 30.6 FEET
 MB2692'NORTH OF THE CENTERLINE OF WATERLOO ROAD,
 MB2692'30.5 FEET SOUTHEAST OF A 12-INCH APPLE TREE, AND 13.5 FEET
 MB2692'SOUTHWEST OF A 12-INCH LOCUST TREE.  THE UNDERGROUND DISK IS
 MB2692'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 MB2692'THE GROUND SURFACE.
 MB2692'
 MB2692'AZIMUTH MARK 91 008 1 P CO, STAMPED---91-008-1 1977---, IS A
 MB2692'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2692'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2692'SURFACE.  IT IS 69.7 FEET NORTH OF POWER POLE NUMBER SU 327,
 MB2692'62.3 FEET SOUTHEAST OF A 12-INCH PINE TREE, 28.2 FEET WEST OF
 MB2692'TELEPHONE POLE NUMBER 50/54, 27.8 FEET NORTH OF THE CENTERLINE
 MB2692'OF WATERLOO ROAD, AND 15.7 FEET EAST OF A 14-INCH APPLE
 MB2692'TREE.
 MB2692'
 MB2692'AZIMUTH MARK 91 018 1 P CO, STAMPED---91-018-1 1977---, IS A
 MB2692'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2692'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2692'SURFACE.  IT IS 161 FEET EAST OF TELEPHONE AND POWER POLE
 MB2692'NUMBER SU 302, 53.6 FEET NORTHWEST OF TELEPHONE POLE NUMBER
 MB2692'6-1, 39.5 FEET NORTH OF TELEPHONE AND POWER POLE NUMBER SU
 MB2692'730, 32.6 FEET SOUTH OF THE CENTERLINE OF WATERLOO ROAD, AND
 MB2692'23.5 FEET WEST OF THE CENTERLINE OF CONGRESS LAKE ROAD.
 MB2692'
 MB2692'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2692'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2692'
 MB2692'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2670 ***********************************************************************
 MB2670  DESIGNATION -  91 014 1 P CO
 MB2670  PID         -  MB2670
 MB2670  STATE/COUNTY-  OH/PORTAGE
 MB2670  USGS QUAD   -  SUFFIELD (1994)
 MB2670
 MB2670                         *CURRENT SURVEY CONTROL
 MB2670  ___________________________________________________________________
 MB2670* NAD 83(1995)-  41 03 01.42791(N)    081 19 25.50438(W)     ADJUSTED  
 MB2670* NAVD 88     -       342.6    (meters)    1124.     (feet)  VERTCON   
 MB2670  ___________________________________________________________________
 MB2670  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 MB2670  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MB2670
 MB2670  HORZ ORDER  -  SECOND
 MB2670
 MB2670.The horizontal coordinates were established by classical geodetic methods
 MB2670.and adjusted by the National Geodetic Survey in April 1998..
 MB2670
 MB2670.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2670
 MB2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2670
 MB2670.The geoid height was determined by GEOID03.
 MB2670
 MB2670;                    North         East     Units Scale Factor Converg.
 MB2670;SPC OH N     -   154,324.312   698,879.479   MT  0.99993919   +0 46 21.9
 MB2670;UTM  17      - 4,544,402.073   472,792.757   MT  0.99960911   -0 12 45.4
 MB2670
 MB2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2670!SPC OH N     -   0.99995150  x   0.99993919  =   0.99989069
 MB2670!UTM  17      -   0.99995150  x   0.99960911  =   0.99956063
 MB2670
 MB2670:                Primary Azimuth Mark                     Grid Az
 MB2670:SPC OH N     -  91 006 1 P CO                            089 10 20.3
 MB2670:UTM  17      -  91 006 1 P CO                            090 09 27.6
 MB2670
 MB2670|---------------------------------------------------------------------|
 MB2670| PID    Reference Object                     Distance      Geod. Az  |
 MB2670|                                                           dddmmss.s |
 MB2670| MB2667 91 006 1 P CO                       APPROX. 0.7 KM 0895642.2 |
 MB2670|---------------------------------------------------------------------|
 MB2670
 MB2670                          SUPERSEDED SURVEY CONTROL
 MB2670
 MB2670  NAD 83(1986)-  41 03 01.43441(N)    081 19 25.50794(W) AD(       ) 2
 MB2670  NAD 27      -  41 03 01.22661(N)    081 19 26.11983(W) AD(       ) 2
 MB2670  NGVD 29 (07/19/86)  342.8    (m)         1125.     (f) VERT ANG       
 MB2670
 MB2670.Superseded values are not recommended for survey control.
 MB2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2670.See file dsdata.txt to determine how the superseded data were derived.
 MB2670
 MB2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7279344402(NAD 83)
 MB2670_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2670+STABILITY: SURFACE MOTION
 MB2670
 MB2670  HISTORY     - Date     Condition        Report By
 MB2670  HISTORY     - 1977     MONUMENTED       OH-133
 MB2670
 MB2670                          STATION DESCRIPTION
 MB2670
 MB2670'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2670'THE STATION IS ABOUT 5-1/2 MILES SOUTHWEST OF ROOTSTOWN, 4
 MB2670'MILES SOUTHEAST OF BRIMFIELD, 4 MILES NORTHWEST OF RANDOLPH,
 MB2670'AND ON RIGHT-OF-WAY OF RANDOLPH ROAD, COUNTY HIGHWAY 10.
 MB2670'
 MB2670'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 43
 MB2670'AND U.S. HIGHWAY 224 IN SUFFIELD
 MB2670'GO NORTH ON STATE ROUTE 43 FOR 1.2 MILES TO THE
 MB2670'INTERSECTION OF RANDOLPH ROAD.  TURN RIGHT
 MB2670'AND GO EAST ON RANDOLPH ROAD FOR 1.4 MILES TO THE STATION ON
 MB2670'THE RIGHT.
 MB2670'
 MB2670'STATION MARK, STAMPED---91-014-1 1977---, IS A PORTAGE COUNTY
 MB2670'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2670'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS ON THE MOWED
 MB2670'GOLF COURSE WITHIN THE RIGHT-OF-WAY OF RANDOLPH ROAD,
 MB2670'240 FEET EAST OF THE PARADISE LAKES
 MB2670'ENTRANCE DRIVE, 89.2 FEET EAST OF TELEPHONE AND POWER POLE
 MB2670'NUMBER 95/30, 25.5 FEET NORTH OF THE FOURTH PINE TREE EAST OF
 MB2670'THE ENTRANCE, AND 23.7 FEET SOUTH OF THE CENTERLINE OF RANDOLPH
 MB2670'ROAD.
 MB2670'
 MB2670'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2670'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2670'STATIONS 91 015 1 P CO AND 91 006 1 P CO CAN BE USED AS
 MB2670'AZIMUTH MARKS.
 MB2670'
 MB2670'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2671 ***********************************************************************
 MB2671  DESIGNATION -  91 015 1 P CO
 MB2671  PID         -  MB2671
 MB2671  STATE/COUNTY-  OH/PORTAGE
 MB2671  USGS QUAD   -  SUFFIELD (1994)
 MB2671
 MB2671                         *CURRENT SURVEY CONTROL
 MB2671  ___________________________________________________________________
 MB2671* NAD 83(1995)-  41 03 14.97015(N)    081 19 43.78133(W)     ADJUSTED  
 MB2671* NAVD 88     -       343.1    (meters)    1126.     (feet)  VERTCON   
 MB2671  ___________________________________________________________________
 MB2671  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 MB2671  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MB2671
 MB2671  HORZ ORDER  -  SECOND
 MB2671
 MB2671.The horizontal coordinates were established by classical geodetic methods
 MB2671.and adjusted by the National Geodetic Survey in April 1998..
 MB2671
 MB2671.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2671
 MB2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2671
 MB2671.The geoid height was determined by GEOID03.
 MB2671
 MB2671;                    North         East     Units Scale Factor Converg.
 MB2671;SPC OH N     -   154,736.265   698,447.112   MT  0.99993917   +0 46 09.8
 MB2671;UTM  17      - 4,544,821.261   472,367.677   MT  0.99960940   -0 12 57.5
 MB2671
 MB2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2671!SPC OH N     -   0.99995142  x   0.99993917  =   0.99989060
 MB2671!UTM  17      -   0.99995142  x   0.99960940  =   0.99956084
 MB2671
 MB2671:                Primary Azimuth Mark                     Grid Az
 MB2671:SPC OH N     -  91 014 1 P CO                            133 36 53.6
 MB2671:UTM  17      -  91 014 1 P CO                            134 36 00.9
 MB2671
 MB2671|---------------------------------------------------------------------|
 MB2671| PID    Reference Object                     Distance      Geod. Az  |
 MB2671|                                                           dddmmss.s |
 MB2671| MB2670 91 014 1 P CO                       APPROX. 0.6 KM 1342303.4 |
 MB2671| MB2684 SUFFIELD OHIO EDISON MICROWAVE      APPROX. 3.9 KM 2244427.9 |
 MB2671|---------------------------------------------------------------------|
 MB2671
 MB2671                          SUPERSEDED SURVEY CONTROL
 MB2671
 MB2671  NAD 83(1986)-  41 03 14.97667(N)    081 19 43.78489(W) AD(       ) 2
 MB2671  NAD 27      -  41 03 14.76910(N)    081 19 44.39597(W) AD(       ) 2
 MB2671  NGVD 29 (07/19/86)  343.3    (m)         1126.     (f) VERT ANG       
 MB2671
 MB2671.Superseded values are not recommended for survey control.
 MB2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2671.See file dsdata.txt to determine how the superseded data were derived.
 MB2671
 MB2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7236844821(NAD 83)
 MB2671_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2671+STABILITY: SURFACE MOTION
 MB2671
 MB2671  HISTORY     - Date     Condition        Report By
 MB2671  HISTORY     - 1977     MONUMENTED       OH-133
 MB2671
 MB2671                          STATION DESCRIPTION
 MB2671
 MB2671'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2671'THE STATION IS ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF BRIMFIELD,
 MB2671'3 MILES EAST OF MOGADORE, 1-3/4 MILES NORTHEAST OF SUFFIELD,
 MB2671'AND ON THE RIGHT-OF-WAY OF CONGRESS LAKE ROAD, TOWNSHIP
 MB2671'HIGHWAY 17.
 MB2671'
 MB2671'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2671'AND STATE ROUTE 43 IN SUFFIELD,
 MB2671'GO NORTH ON STATE ROUTE 43 FOR 1.2 MILES
 MB2671'TO THE INTERSECTION OF RANDOLPH ROAD, COUNTY HIGHWAY 10.  TURN
 MB2671'RIGHT AND GO EAST ON RANDOLPH ROAD FOR 1.35
 MB2671'MILES TO THE INTERSECTION OF CONGRESS LAKE ROAD.
 MB2671'TURN LEFT AND GO NORTH FOR 0.25 MILE TO THE
 MB2671'STATION ON THE RIGHT.
 MB2671'
 MB2671'STATION MARK, STAMPED---91-015-1 1977---, IS A PORTAGE COUNTY
 MB2671'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2671'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 49.6 FEET
 MB2671'NORTH OF A TELEPHONE AND POWER POLE, 45.8 FEET SOUTH OF A
 MB2671'10-INCH WILD CHERRY TREE, 17.8 FEET WEST OF A TWIN TRUNKED
 MB2671'12-INCH OAK TREE, 14.5 FEET EAST OF THE CENTERLINE OF CONGRESS
 MB2671'LAKE ROAD, AND 11.9 FEET SOUTHWEST OF AN
 MB2671'IRON ROD SET IN A STONE.
 MB2671'
 MB2671'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2671'LIGHT ABOVE STATION MARK WAS 2.3 METERS.
 MB2671'STATIONS 91 017 1 P CO AND 91 014 1 P CO CAN BE USED AS
 MB2671'AZIMUTH MARKS.
 MB2671'
 MB2671'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2694 ***********************************************************************
 MB2694  DESIGNATION -  91 017 1 P CO
 MB2694  PID         -  MB2694
 MB2694  STATE/COUNTY-  OH/PORTAGE
 MB2694  USGS QUAD   -  SUFFIELD (1994)
 MB2694
 MB2694                         *CURRENT SURVEY CONTROL
 MB2694  ___________________________________________________________________
 MB2694* NAD 83(1995)-  41 03 00.12009(N)    081 20 14.55402(W)     ADJUSTED  
 MB2694* NAVD 88     -       360.6    (meters)    1183.     (feet)  VERTCON   
 MB2694  ___________________________________________________________________
 MB2694  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 MB2694  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB2694
 MB2694  HORZ ORDER  -  SECOND
 MB2694
 MB2694.The horizontal coordinates were established by classical geodetic methods
 MB2694.and adjusted by the National Geodetic Survey in April 1998..
 MB2694
 MB2694.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2694
 MB2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2694
 MB2694.The geoid height was determined by GEOID03.
 MB2694
 MB2694;                    North         East     Units Scale Factor Converg.
 MB2694;SPC OH N     -   154,268.616   697,734.730   MT  0.99993919   +0 45 49.6
 MB2694;UTM  17      - 4,544,366.083   471,647.596   MT  0.99960989   -0 13 17.6
 MB2694
 MB2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2694!SPC OH N     -   0.99994868  x   0.99993919  =   0.99988787
 MB2694!UTM  17      -   0.99994868  x   0.99960989  =   0.99955859
 MB2694
 MB2694|---------------------------------------------------------------------|
 MB2694| PID    Reference Object                     Distance      Geod. Az  |
 MB2694|                                                           dddmmss.s |
 MB2694| MB2693 91 017 1 P CO ECC                     6.421 METERS 17001     |
 MB2694| MB2679 91 024 1 P CO                       480.402 METERS 2424713.1 |
 MB2694|---------------------------------------------------------------------|
 MB2694
 MB2694                          SUPERSEDED SURVEY CONTROL
 MB2694
 MB2694  NAD 83(1986)-  41 03 00.12662(N)    081 20 14.55761(W) AD(       ) 2
 MB2694  NAD 27      -  41 02 59.91944(N)    081 20 15.16750(W) AD(       ) 2
 MB2694  NGVD 29 (07/19/86)  360.8    (m)         1184.     (f) VERT ANG       
 MB2694
 MB2694.Superseded values are not recommended for survey control.
 MB2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2694.See file dsdata.txt to determine how the superseded data were derived.
 MB2694
 MB2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7164844366(NAD 83)
 MB2694_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2694+STABILITY: SURFACE MOTION
 MB2694
 MB2694  HISTORY     - Date     Condition        Report By
 MB2694  HISTORY     - 1977     MONUMENTED       OH-133
 MB2694
 MB2694                          STATION DESCRIPTION
 MB2694
 MB2694'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2694'THE STATION IS ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF BRIMFIELD,
 MB2694'3 MILES EAST OF MOGADORE, 1-3/4 MILES NORTHEAST OF SUFFIELD,
 MB2694'AND ON THE RIGHT-OF-WAY OF RANDOLPH ROAD, COUNTY HIGHWAY 10.
 MB2694'
 MB2694'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2694'AND STATE ROUTE 43 IN SUFFIELD,
 MB2694'GO NORTH ON STATE ROUTE 43 FOR 1.2 MILES
 MB2694'TO THE INTERSECTION OF RANDOLPH ROAD.  TURN
 MB2694'RIGHT AND GO EAST ON RANDOLPH ROAD FOR 0.25
 MB2694'MILE TO AZIMUTH MARK 91 024 1 P CO ON THE LEFT.  CONTINUE EAST
 MB2694'ON RANDOLPH ROAD FOR 0.65 MILE TO THE
 MB2694'STATION ON THE RIGHT.
 MB2694'
 MB2694'STATION MARKS, STAMPED---91-017-1 1977---, ARE PORTAGE COUNTY
 MB2694'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2694'CYLINDRICAL CONCRETE POST THAT IS ABOUT 14 INCHES BELOW
 MB2694'THE GROUND SURFACE.  IT IS 179.5 FEET EAST OF TELEPHONE AND
 MB2694'POWER POLE NUMBER SU 896, 109.6 FEET SOUTHWEST OF A GUY POLE,
 MB2694'98.2 FEET WEST OF TELEPHONE AND POWER POLE NUMBER SU 897, AND
 MB2694'22.5 FEET SOUTH OF THE CENTERLINE OF RANDOLPH ROAD.
 MB2694'THE UNDERGROUND STATION IS SET IN AN IRREGULAR
 MB2694'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2694'
 MB2694'AZIMUTH MARK 91 024 1 P CO, STAMPED---91-024-1 1977---, IS A
 MB2694'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2694'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2694'SURFACE.  IT IS 82.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MB2694'A ONE STORY RANCH STYLE HOUSE, 43.7 FEET NORTHEAST OF A
 MB2694'TELEPHONE AND POWER POLE, 22.0 FEET NORTH OF THE CENTERLINE
 MB2694'OF RANDOLPH ROAD, AND 13.4 FEET EAST OF
 MB2694'POWER POLE NUMBER 95/10C.
 MB2694'
 MB2694'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2694'LIGHT ABOVE STATION MARK WAS 3.1 METERS.
 MB2694'STATION 91 015 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2694'
 MB2694'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2675 ***********************************************************************
 MB2675  DESIGNATION -  91 018 1 P CO
 MB2675  PID         -  MB2675
 MB2675  STATE/COUNTY-  OH/PORTAGE
 MB2675  USGS QUAD   -  SUFFIELD (1994)
 MB2675
 MB2675                         *CURRENT SURVEY CONTROL
 MB2675  ___________________________________________________________________
 MB2675* NAD 83(1995)-  41 01 29.99268(N)    081 19 45.74429(W)     ADJUSTED  
 MB2675* NAVD 88     -       361.     (meters)    1184.     (feet)  VERTCON   
 MB2675  ___________________________________________________________________
 MB2675  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 MB2675  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB2675
 MB2675  HORZ ORDER  -  SECOND
 MB2675
 MB2675.The horizontal coordinates were established by classical geodetic methods
 MB2675.and adjusted by the National Geodetic Survey in April 1998..
 MB2675
 MB2675.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2675
 MB2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2675
 MB2675.The geoid height was determined by GEOID03.
 MB2675
 MB2675;                    North         East     Units Scale Factor Converg.
 MB2675;SPC OH N     -   151,497.738   698,444.743   MT  0.99993942   +0 46 08.6
 MB2675;UTM  17      - 4,541,584.322   472,309.639   MT  0.99960944   -0 12 58.3
 MB2675
 MB2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2675!SPC OH N     -   0.99994864  x   0.99993942  =   0.99988806
 MB2675!UTM  17      -   0.99994864  x   0.99960944  =   0.99955810
 MB2675
 MB2675                          SUPERSEDED SURVEY CONTROL
 MB2675
 MB2675  NAD 83(1986)-  41 01 29.99900(N)    081 19 45.74804(W) AD(       ) 2
 MB2675  NAD 27      -  41 01 29.79324(N)    081 19 46.36035(W) AD(       ) 2
 MB2675  NGVD 29 (07/19/86)  361.     (m)         1184.     (f) VERT ANG       
 MB2675
 MB2675.Superseded values are not recommended for survey control.
 MB2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2675.See file dsdata.txt to determine how the superseded data were derived.
 MB2675
 MB2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7231041584(NAD 83)
 MB2675_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2675+STABILITY: SURFACE MOTION
 MB2675
 MB2675  HISTORY     - Date     Condition        Report By
 MB2675  HISTORY     - 1977     MONUMENTED       OH-133
 MB2675
 MB2675                          STATION DESCRIPTION
 MB2675
 MB2675'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2675'THE STATION IS ABOUT 7 MILES SOUTHWEST OF ROOTSTOWN, 4-1/2
 MB2675'MILES WEST OF RANDOLPH, 1 MILE EAST OF SUFFIELD, AND ON THE
 MB2675'RIGHT-OF-WAY OF COUNTY HIGHWAY 87, WATERLOO ROAD.
 MB2675'
 MB2675'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2675'AND STATE ROUTE 43, GO SOUTH ON STATE ROUTE 43 FOR 0.3 MILE
 MB2675'TO THE INTERSECTION OF COUNTY HIGHWAY 87, WATERLOO ROAD, AT
 MB2675'SUFFIELD.  TURN LEFT AND GO EAST ON
 MB2675'WATERLOO ROAD FOR 1.0 MILE TO THE INTERSECTION OF
 MB2675'CONGRESS LAKE ROAD AND THE STATION ON THE RIGHT.
 MB2675'
 MB2675'STATION MARK, STAMPED---91-018-1 1977---, IS A PORTAGE COUNTY
 MB2675'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2675'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 161 FEET
 MB2675'EAST OF TELEPHONE AND POWER POLE NUMBER SU 302, 53.6 FEET
 MB2675'NORTHWEST OF TELEPHONE POLE NUMBER 6-1, 39.5 FEET NORTH OF
 MB2675'TELEPHONE AND POWER POLE NUMBER SU 730, 32.6 FEET SOUTH OF THE
 MB2675'CENTERLINE OF WATERLOO ROAD, AND 23.5 FEET WEST OF THE
 MB2675'CENTERLINE OF CONGRESS LAKE ROAD, COUNTY HIGHWAY 17.
 MB2675'
 MB2675'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2675'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2675'STATION 91 013 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2675'
 MB2675'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2679 ***********************************************************************
 MB2679  DESIGNATION -  91 024 1 P CO
 MB2679  PID         -  MB2679
 MB2679  STATE/COUNTY-  OH/PORTAGE
 MB2679  USGS QUAD   -  SUFFIELD (1994)
 MB2679
 MB2679                         *CURRENT SURVEY CONTROL
 MB2679  ___________________________________________________________________
 MB2679* NAD 83(1995)-  41 02 52.99819(N)    081 20 32.84765(W)     ADJUSTED  
 MB2679* NAVD 88     -       351.     (meters)    1152.     (feet)  VERTCON   
 MB2679  ___________________________________________________________________
 MB2679  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 MB2679  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2679
 MB2679  HORZ ORDER  -  SECOND
 MB2679
 MB2679.The horizontal coordinates were established by classical geodetic methods
 MB2679.and adjusted by the National Geodetic Survey in April 1998..
 MB2679
 MB2679.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2679
 MB2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2679
 MB2679.The geoid height was determined by GEOID03.
 MB2679
 MB2679;                    North         East     Units Scale Factor Converg.
 MB2679;SPC OH N     -   154,043.266   697,310.494   MT  0.99993920   +0 45 37.6
 MB2679;UTM  17      - 4,544,148.133   471,219.689   MT  0.99961019   -0 13 29.6
 MB2679
 MB2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2679!SPC OH N     -   0.99995021  x   0.99993920  =   0.99988941
 MB2679!UTM  17      -   0.99995021  x   0.99961019  =   0.99956042
 MB2679
 MB2679:                Primary Azimuth Mark                     Grid Az
 MB2679:SPC OH N     -  91 017 1 P CO                            062 01 23.5
 MB2679:UTM  17      -  91 017 1 P CO                            063 00 30.7
 MB2679
 MB2679|---------------------------------------------------------------------|
 MB2679| PID    Reference Object                     Distance      Geod. Az  |
 MB2679|                                                           dddmmss.s |
 MB2679| MB2694 91 017 1 P CO                       480.402 METERS 0624701.1 |
 MB2679| MB2684 SUFFIELD OHIO EDISON MICROWAVE      APPROX. 2.6 KM 2172118.0 |
 MB2679|---------------------------------------------------------------------|
 MB2679
 MB2679                          SUPERSEDED SURVEY CONTROL
 MB2679
 MB2679  NAD 83(1986)-  41 02 53.00472(N)    081 20 32.85125(W) AD(       ) 2
 MB2679  NAD 27      -  41 02 52.79776(N)    081 20 33.46075(W) AD(       ) 2
 MB2679  NGVD 29 (07/19/86)  351.     (m)         1152.     (f) VERT ANG       
 MB2679
 MB2679.Superseded values are not recommended for survey control.
 MB2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2679.See file dsdata.txt to determine how the superseded data were derived.
 MB2679
 MB2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7122044148(NAD 83)
 MB2679_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2679+STABILITY: SURFACE MOTION
 MB2679
 MB2679  HISTORY     - Date     Condition        Report By
 MB2679  HISTORY     - 1977     MONUMENTED       OH-133
 MB2679
 MB2679                          STATION DESCRIPTION
 MB2679
 MB2679'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2679'THE STATION IS ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF BRIMFIELD,
 MB2679'3 MILES EAST OF MOGADORE, 1-3/4 MILES NORTHEAST OF SUFFIELD,
 MB2679'AND ON THE RIGHT-OF-WAY OF RANDOLPH ROAD, COUNTY HIGHWAY 10.
 MB2679'
 MB2679'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 MB2679'AND STATE ROUTE 43 IN SUFFIELD
 MB2679'GO NORTH ON STATE ROUTE 43 FOR 1.2 MILES
 MB2679'TO THE INTERSECTION OF RANDOLPH ROAD.  TURN
 MB2679'RIGHT AND GO EAST ON RANDOLPH ROAD FOR 0.25
 MB2679'MILE TO THE STATION ON THE LEFT.
 MB2679'
 MB2679'STATION MARK, STAMPED---91-024-1 1977---, IS A PORTAGE COUNTY
 MB2679'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2679'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 82.0 FEET
 MB2679'SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE STORY RANCH STYLE
 MB2679'HOUSE, 43.7 FEET NORTHEAST OF A TELEPHONE AND POWER POLE, 22.0
 MB2679'FEET NORTH OF THE CENTERLINE OF RANDOLPH ROAD,
 MB2679'AND 13.4 FEET EAST OF POWER POLE NUMBER 95/10C.
 MB2679'
 MB2679'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2679'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2679'
 MB2679'STATION 91 017 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2679'
 MB2679'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3369 ***********************************************************************
 KY3369  DESIGNATION -  91 031 1 P CO
 KY3369  PID         -  KY3369
 KY3369  STATE/COUNTY-  OH/PORTAGE
 KY3369  USGS QUAD   -  HARTVILLE (1994)
 KY3369
 KY3369                         *CURRENT SURVEY CONTROL
 KY3369  ___________________________________________________________________
 KY3369* NAD 83(1995)-  40 59 39.25764(N)    081 21 41.80808(W)     ADJUSTED  
 KY3369* NAVD 88     -       353.3    (meters)    1159.     (feet)  VERTCON   
 KY3369  ___________________________________________________________________
 KY3369  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 KY3369  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KY3369
 KY3369  HORZ ORDER  -  SECOND
 KY3369
 KY3369.The horizontal coordinates were established by classical geodetic methods
 KY3369.and adjusted by the National Geodetic Survey in April 1998..
 KY3369
 KY3369.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3369
 KY3369.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3369
 KY3369.The geoid height was determined by GEOID03.
 KY3369
 KY3369;                    North         East     Units Scale Factor Converg.
 KY3369;SPC OH N     -   148,046.351   695,778.240   MT  0.99993996   +0 44 52.3
 KY3369;UTM  17      - 4,538,180.413   469,585.086   MT  0.99961139   -0 14 14.0
 KY3369
 KY3369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3369!SPC OH N     -   0.99994981  x   0.99993996  =   0.99988977
 KY3369!UTM  17      -   0.99994981  x   0.99961139  =   0.99956122
 KY3369
 KY3369:                Primary Azimuth Mark                     Grid Az
 KY3369:SPC OH N     -  HARTVILLE MONARCH N TANK                 097 32 40.7
 KY3369:UTM  17      -  HARTVILLE MONARCH N TANK                 098 31 47.0
 KY3369
 KY3369|---------------------------------------------------------------------|
 KY3369| PID    Reference Object                     Distance      Geod. Az  |
 KY3369|                                                           dddmmss.s |
 KY3369| KY3365 HARTVILLE MONARCH N TANK            APPROX. 1.0 KM 0981733.0 |
 KY3369| KY3367 91 031 3 P CO                       245.448 METERS 14725     |
 KY3369| KY3370 91 031 2 P CO                       APPROX. 0.6 KM 3595847.9 |
 KY3369|---------------------------------------------------------------------|
 KY3369
 KY3369                          SUPERSEDED SURVEY CONTROL
 KY3369
 KY3369  NAD 83(1986)-  40 59 39.26408(N)    081 21 41.81201(W) AD(       ) 2
 KY3369  NAD 27      -  40 59 39.05713(N)    081 21 42.42065(W) AD(       ) 2
 KY3369  NGVD 29 (07/19/86)  353.5    (m)         1160.     (f) VERT ANG       
 KY3369
 KY3369.Superseded values are not recommended for survey control.
 KY3369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3369.See file dsdata.txt to determine how the superseded data were derived.
 KY3369
 KY3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6958538180(NAD 83)
 KY3369_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3369+STABILITY: SURFACE MOTION
 KY3369
 KY3369  HISTORY     - Date     Condition        Report By
 KY3369  HISTORY     - 1977     MONUMENTED       OH-133
 KY3369  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 KY3369
 KY3369                          STATION DESCRIPTION
 KY3369
 KY3369'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3369'THE STATION IS ABOUT 2-3/4 MILES NORTHEAST OF UNIONTOWN, 2-3/4
 KY3369'MILES NORTHWEST OF HARTVILLE, 2-1/4 MILES SOUTHWEST OF SUFFIELD,
 KY3369'AND ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY 4, MISHLER ROAD.
 KY3369'
 KY3369'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3369'AND STATE ROUTE 43, GO SOUTH ON STATE ROUTE 43 FOR 0.3 MILE
 KY3369'TO THE
 KY3369'INTERSECTION OF COUNTY HIGHWAY 87, WATERLOO ROAD, AT SUFFIELD.
 KY3369'CONTINUE SOUTH ON STATE ROUTE 43 FOR 2.0 MILES TO THE
 KY3369'INTERSECTION OF TOWNSHIP HIGHWAY 2, MANNING ROAD.  TURN RIGHT
 KY3369'AND GO WEST FOR 0.75 MILE TO THE INTERSECTION OF
 KY3369'MISHLER ROAD.  (TURN RIGHT AND GO NORTH ON MISHLER ROAD FOR
 KY3369'0.25 MILE TO THE CURVE OF THE ROAD AND AZIMUTH MARK 91 031 2
 KY3369'ON THE RIGHT).  TURN LEFT AND GO SOUTH ON MISHLER ROAD FOR
 KY3369'0.15 MILE TO THE STATION ON THE RIGHT.  CONTINUE SOUTH FOR
 KY3369'0.15 MILE TO THE TOP OF A HILL AND AZIMUTH MARK 91 031 3 ON THE
 KY3369'LEFT.
 KY3369'
 KY3369'STATION MARKS, STAMPED---91-031-1 1977---, ARE PORTAGE COUNTY
 KY3369'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 KY3369'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 KY3369'SURFACE.  IT IS 229.5 FEET NORTHWEST OF A POWER POLE, 136.5
 KY3369'FEET SOUTHEAST OF A 36-INCH MAPLE TREE, 118.4 FEET SOUTH OF A
 KY3369'GUY POLE NUMBER SU 2356, AND 22.0 FEET WEST OF THE CENTERLINE
 KY3369'OF MISHLER ROAD.  THE UNDERGROUND DISK IS SET
 KY3369'IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 KY3369'GROUND SURFACE.
 KY3369'
 KY3369'AZIMUTH MARK 91 031 2 P CO, STAMPED---91-031-2 1977---, IS A
 KY3369'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 KY3369'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 KY3369'SURFACE.  IT IS 45.9 FEET SOUTHEAST OF A 30-INCH MAPLE TREE,
 KY3369'43.8 FEET NORTH OF A 30-INCH MAPLE TREE, 44.5 FEET NORTHEAST TO
 KY3369'A 36-INCH DIAMETER STONE, 20.6 FEET EAST OF THE CENTERLINE OF
 KY3369'MISHLER ROAD, AND 11.6 FEET SOUTHEAST OF
 KY3369'TELEPHONE POLE NUMBER 7-20.
 KY3369'
 KY3369'AZIMUTH MARK 91 031 3 P CO, STAMPED---91-031-3 1977---, IS A
 KY3369'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 KY3369'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 KY3369'SURFACE.  IT IS 64.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 KY3369'A ONE-STORY FRAME HOUSE, ADDRESS NUMBER 136, 39.0 FEET EAST OF
 KY3369'TELEPHONE POLE NUMBER 35-45, 20.7 FEET EAST OF THE CENTERLINE
 KY3369'OF MISHLER ROAD, 13.0 FEET SOUTH OF A 6-INCH
 KY3369'PINE TREE, AND 3.7 FEET WEST OF A POWER POLE.
 KY3369'
 KY3369'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3369'LIGHT ABOVE STATION MARK WAS 2.7 METERS.
 KY3369'
 KY3369'DESCRIBED BY F.J. PINTER
 KY3369
 KY3369                          STATION RECOVERY (1999)
 KY3369
 KY3369'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY3369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3370 ***********************************************************************
 KY3370  DESIGNATION -  91 031 2 P CO
 KY3370  PID         -  KY3370
 KY3370  STATE/COUNTY-  OH/PORTAGE
 KY3370  USGS QUAD   -  HARTVILLE (1994)
 KY3370
 KY3370                         *CURRENT SURVEY CONTROL
 KY3370  ___________________________________________________________________
 KY3370* NAD 83(1995)-  40 59 59.85129(N)    081 21 41.81758(W)     ADJUSTED  
 KY3370* NAVD 88     -       352.     (meters)    1155.     (feet)  VERTCON   
 KY3370  ___________________________________________________________________
 KY3370  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 KY3370  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KY3370
 KY3370  HORZ ORDER  -  SECOND
 KY3370
 KY3370.The horizontal coordinates were established by classical geodetic methods
 KY3370.and adjusted by the National Geodetic Survey in April 1998..
 KY3370
 KY3370.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3370
 KY3370.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3370
 KY3370.The geoid height was determined by GEOID03.
 KY3370
 KY3370;                    North         East     Units Scale Factor Converg.
 KY3370;SPC OH N     -   148,681.534   695,769.727   MT  0.99993984   +0 44 52.3
 KY3370;UTM  17      - 4,538,815.440   469,587.494   MT  0.99961138   -0 14 14.1
 KY3370
 KY3370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3370!SPC OH N     -   0.99995004  x   0.99993984  =   0.99988989
 KY3370!UTM  17      -   0.99995004  x   0.99961138  =   0.99956144
 KY3370
 KY3370                          SUPERSEDED SURVEY CONTROL
 KY3370
 KY3370  NAD 83(1986)-  40 59 59.85773(N)    081 21 41.82148(W) AD(       ) 2
 KY3370  NAD 27      -  40 59 59.65103(N)    081 21 42.43009(W) AD(       ) 2
 KY3370  NGVD 29 (07/19/86)  352.     (m)         1155.     (f) VERT ANG       
 KY3370
 KY3370.Superseded values are not recommended for survey control.
 KY3370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3370.See file dsdata.txt to determine how the superseded data were derived.
 KY3370
 KY3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6958738815(NAD 83)
 KY3370_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3370+STABILITY: SURFACE MOTION
 KY3370
 KY3370  HISTORY     - Date     Condition        Report By
 KY3370  HISTORY     - 1977     MONUMENTED       OH-133
 KY3370
 KY3370                          STATION DESCRIPTION
 KY3370
 KY3370'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3370'THE STATION IS ABOUT 4-3/4 MILES NORTHEAST OF UNIONTOWN, 2-3/4
 KY3370'MILES NORTHWEST OF HARTVILLE, 1-3/4 MILES SOUTHWEST OF SUFFIELD
 KY3370'AND ON THE RIGHT-OF-WAY OF MISHLER ROAD, COUNTY HIGHWAY 4.
 KY3370'
 KY3370'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3370'AND STATE ROUTE 43, GO SOUTH ON STATE ROUTE 43 FAOR 0.3 MILE TO THE
 KY3370'INTERSECTION OF COUNTY HIGHWAY 87, WATERLOO ROAD, AT SUFFIELD.
 KY3370'CONTINUE SOUTH ON STATE ROUTE 43 FOR 2.0 MILES TO THE INTERSECTION
 KY3370'OF TOWNSHIP HIGHWAY 2, MANNING ROAD.  TURN RIGHT AND GO
 KY3370'WEST FOR 0.75 MILE TO THE INTERSECTION OF MISHLER
 KY3370'ROAD.  TURN RIGHT AND GO NORTH ON MISHLER ROAD FOR 0.25 MILE TO
 KY3370'THE CURVE IN THE ROAD AND THE STATION ON THE RIGHT.
 KY3370'
 KY3370'STATION MARK 91 031 2 P CO, STAMPED---91-031-2 1977, IS A
 KY3370'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 KY3370'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 KY3370'SURFACE.  IT IS 45.9 FEET SOUTHEAST OF A 30-INCH MAPLE TREE,
 KY3370'43.8 FEET NORTH OF A 30-INCH MAPLE TREE, 44.5 FEET NORTHEAST OF
 KY3370'A 36-INCH DIAMETER STONE, 20.6 FEET EAST OF THE CENTERLINE OF
 KY3370'MISHLER ROAD, AND 11.6 FEET SOUTHEAST OF
 KY3370'TELEPHONE POLE NUMBER 7-20.
 KY3370'
 KY3370'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3370'LIGHT ABOVE STATION MARK WAS 2.6 METERS
 KY3370'STATION 91 031 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 KY3370'
 KY3370'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3367 ***********************************************************************
 KY3367  DESIGNATION -  91 031 3 P CO
 KY3367  PID         -  KY3367
 KY3367  STATE/COUNTY-  OH/PORTAGE
 KY3367  USGS QUAD   -  HARTVILLE (1994)
 KY3367
 KY3367                         *CURRENT SURVEY CONTROL
 KY3367  ___________________________________________________________________
 KY3367* NAD 83(1995)-  40 59 32.55273(N)    081 21 36.15413(W)     ADJUSTED  
 KY3367* NAVD 88     -       357.2    (meters)    1172.     (feet)  VERTCON   
 KY3367  ___________________________________________________________________
 KY3367  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 KY3367  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KY3367
 KY3367  HORZ ORDER  -  SECOND
 KY3367
 KY3367.The horizontal coordinates were established by classical geodetic methods
 KY3367.and adjusted by the National Geodetic Survey in April 1998..
 KY3367
 KY3367.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3367
 KY3367.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3367
 KY3367.The geoid height was determined by GEOID03.
 KY3367
 KY3367;                    North         East     Units Scale Factor Converg.
 KY3367;SPC OH N     -   147,841.272   695,913.074   MT  0.99994000   +0 44 56.0
 KY3367;UTM  17      - 4,537,973.114   469,716.331   MT  0.99961129   -0 14 10.2
 KY3367
 KY3367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3367!SPC OH N     -   0.99994920  x   0.99994000  =   0.99988920
 KY3367!UTM  17      -   0.99994920  x   0.99961129  =   0.99956051
 KY3367
 KY3367:                Primary Azimuth Mark                     Grid Az
 KY3367:SPC OH N     -  91 031 4 P CO                            152 22 15.6
 KY3367:UTM  17      -  91 031 4 P CO                            153 21 21.8
 KY3367
 KY3367|---------------------------------------------------------------------|
 KY3367| PID    Reference Object                     Distance      Geod. Az  |
 KY3367|                                                           dddmmss.s |
 KY3367| KY3366 91 031 4 P CO                       461.042 METERS 1530711.6 |
 KY3367| KY3369 91 031 1 P CO                       245.448 METERS 32726     |
 KY3367|---------------------------------------------------------------------|
 KY3367
 KY3367                          SUPERSEDED SURVEY CONTROL
 KY3367
 KY3367  NAD 83(1986)-  40 59 32.55917(N)    081 21 36.15808(W) AD(       ) 2
 KY3367  NAD 27      -  40 59 32.35214(N)    081 21 36.76691(W) AD(       ) 2
 KY3367  NGVD 29 (07/19/86)  357.4    (m)         1173.     (f) VERT ANG       
 KY3367
 KY3367.Superseded values are not recommended for survey control.
 KY3367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3367.See file dsdata.txt to determine how the superseded data were derived.
 KY3367
 KY3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6971637973(NAD 83)
 KY3367_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3367+STABILITY: SURFACE MOTION
 KY3367
 KY3367  HISTORY     - Date     Condition        Report By
 KY3367  HISTORY     - 1977     MONUMENTED       OH-133
 KY3367  HISTORY     - 19991030 GOOD             USPSQD
 KY3367
 KY3367                          STATION DESCRIPTION
 KY3367
 KY3367'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3367'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF SUFFIELD, 2-1/2
 KY3367'MILES NORTHWEST OF HARTVILLE, 2 MILES NORTHEAST OF UNIONTOWN,
 KY3367'AND ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY 4, MISHLER ROAD.
 KY3367'
 KY3367'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3367'AND STATE ROUTE 43, GO SOUTH ON STATE ROUTE 43 FOR 0.3 MILE TO THE
 KY3367'INTERSECTION OF COUNTY HIGHWAY 87, WATERLOO ROAD, AT SUFFIELD.
 KY3367'CONTINUE SOUTH ON STATE ROUTE 43 FOR 2.0 MILES TO THE INTERSECTION
 KY3367'OF TOWNSHIP HIGHWAY 2, MANNING ROAD.  TURN RIGHT AND GO WEST FOR
 KY3367'0.75 MILE TO THE INTERSECTION OF MISHLER
 KY3367'ROAD.  TURN LEFT AND GO SOUTH ON MISHLER ROAD FOR 0.3 MILE TO
 KY3367'THE TOP OF A HILL AND THE STATION ON THE LEFT.
 KY3367'
 KY3367'STATION MARK STAMPED---91-031-3 1977---, IS A PORTAGE COUNTY
 KY3367'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KY3367'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 64.0 FEET
 KY3367'SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE-STORY FRAME HOUSE,
 KY3367'ADDRESS NUMBER 136, 39.0 FEET EAST OF TELEPHONE POLE NUMBER
 KY3367'35-45, 20.7 FEET EAST OF THE CENTERLINE OF MISHLER ROAD,
 KY3367'13.0 FEET SOUTH OF A 6-INCH PINE, AND 3.7 FEET WEST
 KY3367'OF A POWER POLE.
 KY3367'
 KY3367'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3367'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 KY3367'STATION 91-031-1 P CO AND 91-031-4 P CO CAN BE USED AS AZIMUTH
 KY3367'MARKS.
 KY3367'
 KY3367'DESCRIBED BY F.J. PINTER
 KY3367
 KY3367                          STATION RECOVERY (1999)
 KY3367
 KY3367'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY3367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3366 ***********************************************************************
 KY3366  DESIGNATION -  91 031 4 P CO
 KY3366  PID         -  KY3366
 KY3366  STATE/COUNTY-  OH/PORTAGE
 KY3366  USGS QUAD   -  HARTVILLE (1994)
 KY3366
 KY3366                         *CURRENT SURVEY CONTROL
 KY3366  ___________________________________________________________________
 KY3366* NAD 83(1995)-  40 59 19.22195(N)    081 21 27.23650(W)     ADJUSTED  
 KY3366* NAVD 88     -       354.4    (meters)    1163.     (feet)  VERTCON   
 KY3366  ___________________________________________________________________
 KY3366  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 KY3366  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KY3366
 KY3366  HORZ ORDER  -  SECOND
 KY3366
 KY3366.The horizontal coordinates were established by classical geodetic methods
 KY3366.and adjusted by the National Geodetic Survey in April 1998..
 KY3366
 KY3366.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3366
 KY3366.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3366
 KY3366.The geoid height was determined by GEOID03.
 KY3366
 KY3366;                    North         East     Units Scale Factor Converg.
 KY3366;SPC OH N     -   147,432.828   696,126.867   MT  0.99994009   +0 45 01.9
 KY3366;UTM  17      - 4,537,561.190   469,923.002   MT  0.99961113   -0 14 04.3
 KY3366
 KY3366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3366!SPC OH N     -   0.99994964  x   0.99994009  =   0.99988973
 KY3366!UTM  17      -   0.99994964  x   0.99961113  =   0.99956078
 KY3366
 KY3366:                Primary Azimuth Mark                     Grid Az
 KY3366:SPC OH N     -  91 031 3 P CO                            332 22 15.6
 KY3366:UTM  17      -  91 031 3 P CO                            333 21 21.8
 KY3366
 KY3366|---------------------------------------------------------------------|
 KY3366| PID    Reference Object                     Distance      Geod. Az  |
 KY3366|                                                           dddmmss.s |
 KY3366| KY3367 91 031 3 P CO                       461.042 METERS 3330717.5 |
 KY3366|---------------------------------------------------------------------|
 KY3366
 KY3366                          SUPERSEDED SURVEY CONTROL
 KY3366
 KY3366  NAD 83(1986)-  40 59 19.22837(N)    081 21 27.24047(W) AD(       ) 2
 KY3366  NAD 27      -  40 59 19.02119(N)    081 21 27.84960(W) AD(       ) 2
 KY3366  NGVD 29 (07/19/86)  354.6    (m)         1163.     (f) VERT ANG       
 KY3366
 KY3366.Superseded values are not recommended for survey control.
 KY3366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3366.See file dsdata.txt to determine how the superseded data were derived.
 KY3366
 KY3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6992337561(NAD 83)
 KY3366_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3366+STABILITY: SURFACE MOTION
 KY3366
 KY3366  HISTORY     - Date     Condition        Report By
 KY3366  HISTORY     - 1977     MONUMENTED       OH-133
 KY3366  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 KY3366
 KY3366                          STATION DESCRIPTION
 KY3366
 KY3366'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3366'THE STATION IS ABOUT 6-3/4 MILES SOUTHWEST OF RANDOLPH, 4-3/4
 KY3366'MILES SOUTHEAST OF MOGADORE, 2-1/2 MILES SOUTHWEST OF SUFFIELD,
 KY3366'AND ON THE RIGHT-OF-WAY OF PONTIUS ROAD, COUNTY HIGHWAY 1.
 KY3366'
 KY3366'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3366'AND STATE ROUTE 43, GO SOUTH ON STATE ROUTE 43 FOR 0.3 MILE
 KY3366'TO THE INTERSECTION OF COUNTY HIGHWAY 87, WATERLOO ROAD, AT
 KY3366'SUFFIELD.  CONTINUE SOUTH
 KY3366'ON STATE ROUTE 43 FOR 2.0 MILES TO THE INTERSECTION OF MANNING
 KY3366'ROAD, TOWNSHIP HIGHWAY 2.  TURN RIGHT AND GO WEST FOR 0.8 MILE
 KY3366'TO THE INTERSECTION OF MISHLER ROAD, COUNTY HIGHWAY 4.  TURN
 KY3366'LEFT AND GO SOUTH FOR 0.5 MILE TO THE INTERSECTION OF PONTIUS
 KY3366'ROAD AND THE STATION ON THE SOUTHWEST CORNER OF
 KY3366'THE INTERSECTION, IN THE ROAD PAVEMENT.
 KY3366'
 KY3366'STATION MARK 91 031 4 P CO, STAMPED---91-031-4 1977---, IS A
 KY3366'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 KY3366'CYLINDRICAL CONCRETE POST THAT IS BURIED 4 INCHES BELOW THE
 KY3366'GROUND SURFACE.  IT IS 59.7 FEET SOUTHEAST OF TELEPHONE POLE
 KY3366'NUMBER 92/1, 54.6 FEET NORTHWEST OF TELEPHONE AND POWER POLE
 KY3366'NUMBER LA-26-30, 41.6 FEET SOUTHWEST OF A 6-INCH BIRCH TREE,
 KY3366'33.0 FEET SOUTH OF THE CENTERLINE OF PONTIUS ROAD,
 KY3366'18.4 FEET NORTHEAST OF A 3-INCH PLUM TREE, AND 14.8
 KY3366'FEET WEST OF THE CENTERLINE OF MISHLER ROAD.
 KY3366'
 KY3366'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3366'LIGHT ABOVE STATION MARK WAS 3.6 METERS.
 KY3366'STATION 91 031 3 P CO AND 91 040 1 P CO CAN BE USED AS AZIMUTH
 KY3366'MARKS.
 KY3366'
 KY3366'DESCRIBED BY F.J. PINTER
 KY3366
 KY3366                          STATION RECOVERY (1999)
 KY3366
 KY3366'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY3366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3371 ***********************************************************************
 KY3371  DESIGNATION -  91 040 1 P CO
 KY3371  PID         -  KY3371
 KY3371  STATE/COUNTY-  OH/PORTAGE
 KY3371  USGS QUAD   -  HARTVILLE (1994)
 KY3371
 KY3371                         *CURRENT SURVEY CONTROL
 KY3371  ___________________________________________________________________
 KY3371* NAD 83(1995)-  40 59 19.07660(N)    081 22 17.69723(W)     ADJUSTED  
 KY3371* NAVD 88     -       355.0    (meters)    1165.     (feet)  VERTCON   
 KY3371  ___________________________________________________________________
 KY3371  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 KY3371  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KY3371
 KY3371  HORZ ORDER  -  SECOND
 KY3371
 KY3371.The horizontal coordinates were established by classical geodetic methods
 KY3371.and adjusted by the National Geodetic Survey in April 1998..
 KY3371
 KY3371.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3371
 KY3371.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3371
 KY3371.The geoid height was determined by GEOID03.
 KY3371
 KY3371;                    North         East     Units Scale Factor Converg.
 KY3371;SPC OH N     -   147,412.990   694,947.581   MT  0.99994009   +0 44 28.7
 KY3371;UTM  17      - 4,537,561.629   468,743.938   MT  0.99961202   -0 14 37.4
 KY3371
 KY3371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3371!SPC OH N     -   0.99994954  x   0.99994009  =   0.99988963
 KY3371!UTM  17      -   0.99994954  x   0.99961202  =   0.99956158
 KY3371
 KY3371:                Primary Azimuth Mark                     Grid Az
 KY3371:SPC OH N     -  91 031 4 P CO                            089 02 10.7
 KY3371:UTM  17      -  91 031 4 P CO                            090 01 16.8
 KY3371
 KY3371|---------------------------------------------------------------------|
 KY3371| PID    Reference Object                     Distance      Geod. Az  |
 KY3371|                                                           dddmmss.s |
 KY3371| KY3366 91 031 4 P CO                       APPROX. 1.2 KM 0894639.4 |
 KY3371|---------------------------------------------------------------------|
 KY3371
 KY3371                          SUPERSEDED SURVEY CONTROL
 KY3371
 KY3371  NAD 83(1986)-  40 59 19.08307(N)    081 22 17.70120(W) AD(       ) 2
 KY3371  NAD 27      -  40 59 18.87592(N)    081 22 18.30870(W) AD(       ) 2
 KY3371  NGVD 29 (07/19/86)  355.2    (m)         1165.     (f) VERT ANG       
 KY3371
 KY3371.Superseded values are not recommended for survey control.
 KY3371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3371.See file dsdata.txt to determine how the superseded data were derived.
 KY3371
 KY3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6874437562(NAD 83)
 KY3371_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3371+STABILITY: SURFACE MOTION
 KY3371
 KY3371  HISTORY     - Date     Condition        Report By
 KY3371  HISTORY     - 1977     MONUMENTED       OH-133
 KY3371  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 KY3371
 KY3371                          STATION DESCRIPTION
 KY3371
 KY3371'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3371'THE STATION IS ABOUT 7 MILES SOUTHWEST OF RANDOLPH, 4-1/2 MILES
 KY3371'SOUTHEAST OF MOGADORE, 2-3/4 MILES SOUTHWEST OF SUFFIELD, AND
 KY3371'ON THE RIGHT-OF-WAY OF PONTIUS ROAD, COUNTY HIGHWAY 1.
 KY3371'
 KY3371'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3371'AND STATE ROUTE 43, GO SOUTH ON STATE ROUTE 43 FOR 0.3 MILE
 KY3371'TO THE INTERSECTION OF COUNTY HIGHWAY 87, WATERLOO ROAD, AT
 KY3371'SUFFIELD.  CONTINUE SOUTH ON
 KY3371'STATE ROUTE 43 FOR 2.0 MILES TO THE INTERSECTION OF MANNING ROAD,
 KY3371'TOWNSHIP HIGHWAY 2.  TURN RIGHT AND GO WEST FOR 0.8 MILE TO THE
 KY3371'INTERSECTION OF MISHLER ROAD, COUNTY HIGHWAY 4.  TURN LEFT AND
 KY3371'GO SOUTH FOR 0.5 MILE TO THE INTERSECTION OF PONTIUS ROAD.
 KY3371'TURN RIGHT AND GO WEST FOR 0.8 MILE TO THE STATION ON
 KY3371'THE LEFT.
 KY3371'
 KY3371'STATION MARK 91 040 1 P CO, STAMPED---91-040-1 1977---, IS A
 KY3371'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 KY3371'CYLINDRICAL CONCRETE POST THAT IS BURIED 6 INCHES BELOW THE
 KY3371'GROUND SURFACE.  IT IS 54.4 FEET NORTHEAST OF THE NORTHEAST
 KY3371'CORNER OF A 1-1/2 STORY WOOD FRAME FARM HOUSE, 20.0 FEET
 KY3371'NORTHWEST OF TELEPHONE AND POWER POLE NUMBER 4/39-1/2, 13.0
 KY3371'FEET NORTHEAST OF A PINE SHRUB, AND 9.8 FEET SOUTH OF THE
 KY3371'CENTERLINE OF PONTIUS ROAD, SET IN THE PAVED ROADWAY.
 KY3371'
 KY3371'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3371'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 KY3371'STATIONS 91 050 1 P CO AND 91 031 4 P CO CAN BE USED AS AZIMUTH
 KY3371'MARKS.
 KY3371'
 KY3371'DESCRIBED BY F.J. PINTER
 KY3371
 KY3371                          STATION RECOVERY (1999)
 KY3371
 KY3371'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY3371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2734 ***********************************************************************
 MB2734  DESIGNATION -  91 046 1 P CO
 MB2734  PID         -  MB2734
 MB2734  STATE/COUNTY-  OH/PORTAGE
 MB2734  USGS QUAD   -  AKRON EAST (1964)
 MB2734
 MB2734                         *CURRENT SURVEY CONTROL
 MB2734  ___________________________________________________________________
 MB2734* NAD 83(1995)-  41 03 58.20517(N)    081 23 34.55894(W)     ADJUSTED  
 MB2734* NAVD 88     -       342.7    (meters)    1124.     (feet)  VERTCON   
 MB2734  ___________________________________________________________________
 MB2734  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MB2734  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2734
 MB2734  HORZ ORDER  -  SECOND
 MB2734
 MB2734.The horizontal coordinates were established by classical geodetic methods
 MB2734.and adjusted by the National Geodetic Survey in April 1998..
 MB2734
 MB2734.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2734
 MB2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2734
 MB2734.The geoid height was determined by GEOID03.
 MB2734
 MB2734;                    North         East     Units Scale Factor Converg.
 MB2734;SPC OH N     -   155,999.437   693,041.911   MT  0.99993914   +0 43 38.2
 MB2734;UTM  17      - 4,546,176.758   466,986.764   MT  0.99961341   -0 15 29.3
 MB2734
 MB2734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2734!SPC OH N     -   0.99995148  x   0.99993914  =   0.99989063
 MB2734!UTM  17      -   0.99995148  x   0.99961341  =   0.99956491
 MB2734
 MB2734:                Primary Azimuth Mark                     Grid Az
 MB2734:SPC OH N     -  92 072 1 P CO                            089 43 19.6
 MB2734:UTM  17      -  92 072 1 P CO                            090 42 27.1
 MB2734
 MB2734|---------------------------------------------------------------------|
 MB2734| PID    Reference Object                     Distance      Geod. Az  |
 MB2734|                                                           dddmmss.s |
 MB2734| MB2724 92 072 1 P CO                       APPROX. 0.7 KM 0902657.8 |
 MB2734| MB2736 91 046 4 P CO                         3.852 METERS 30119     |
 MB2734| MB2735 91 046 3 P CO                         3.889 METERS 30425     |
 MB2734|---------------------------------------------------------------------|
 MB2734
 MB2734                          SUPERSEDED SURVEY CONTROL
 MB2734
 MB2734  NAD 83(1986)-  41 03 58.21178(N)    081 23 34.56254(W) AD(       ) 2
 MB2734  NAD 27      -  41 03 58.00843(N)    081 23 35.16360(W) AD(       ) 2
 MB2734  NGVD 29 (07/19/86)  342.9    (m)         1125.     (f) VERT ANG       
 MB2734
 MB2734.Superseded values are not recommended for survey control.
 MB2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2734.See file dsdata.txt to determine how the superseded data were derived.
 MB2734
 MB2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6698746177(NAD 83)
 MB2734_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2734+STABILITY: SURFACE MOTION
 MB2734
 MB2734  HISTORY     - Date     Condition        Report By
 MB2734  HISTORY     - 1977     MONUMENTED       OH-133
 MB2734
 MB2734                          STATION DESCRIPTION
 MB2734
 MB2734'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2734'THE STATION IS ABOUT 3-1/2 MILES NORTHWEST OF SUFFIELD, 3-1/4
 MB2734'MILES SOUTHWEST OF BRIMFIELD, 1-1/4 MILES NORTH-NORTHEAST OF
 MB2734'MOGADORE, AND ON THE RIGHT-OF-WAY OF SAXE ROAD, TOWNSHIP
 MB2734'HIGHWAY 79.
 MB2734'
 MB2734'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 532
 MB2734'AND COUNTY HIGHWAY 10, RANDOLPH ROAD, IN MOGADORE,
 MB2734'GO EAST ON RANDOLPH ROAD FOR 0.55 MILE TO
 MB2734'THE INTERSECTION OF MARTIN ROAD, TOWNSHIP HIGHWAY 8.  TURN LEFT
 MB2734'ON MARTIN ROAD AND GO NORTH FOR 1.05 MILES
 MB2734'TO THE T-INTERSECTION OF SAXE ROAD.  TURN
 MB2734'LEFT AND GO WEST ON SAXE ROAD FOR 0.5
 MB2734'MILE TO THE STATION ON THE LEFT.
 MB2734'
 MB2734'STATION MARK, STAMPED---91-046-1 1977---, IS A PORTAGE COUNTY
 MB2734'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2734'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 118.6 FEET
 MB2734'NORTHWEST OF THE NORTHEAST CORNER OF A ONE STORY BRICK BUILDING,
 MB2734'37.4 FEET EAST-SOUTHEAST OF TELEPHONE AND POWER POLE NUMBER
 MB2734'72/2, 36.2 FEET NORTHWEST OF A POLE WITH NUMBER 60 PAINTED ON
 MB2734'THE NORTH SURFACE, AND 17.4 FEET SOUTH OF THE CENTERLINE OF
 MB2734'SAXE ROAD.
 MB2734'
 MB2734'REFERENCE MARK 91 046 3 P CO IS A STONE 8 INCHES
 MB2734'SQUARE, REPAIRED WITH CONCRETE
 MB2734'TO FILL CRACKS AND BROKEN PIECES,
 MB2734'MARKED WITH A 1/2 INCH DEEP DRILL HOLE IN THE TOP CENTER,
 MB2734'AND IS 4 INCHES BELOW THE
 MB2734'GROUND SURFACE.  IT IS 36.6 FEET NORTHEAST OF A POLE WITH
 MB2734'NUMBER 60 PAINTED ON THE NORTH SURFACE, 26.0 FEET EAST-
 MB2734'SOUTHEAST OF TELEPHONE AND POWER POLE NUMBER 72/2, 13.50 FEET
 MB2734'NORTHWEST OF STATION 91 046 1 P CO AND 1.18 FEET DUE NORTH OF
 MB2734'REFERENCE MARK 91 046 4 P CO.
 MB2734'
 MB2734'REFERENCE MARK 91 046 4 P CO, UNSTAMPED, IS A 1-INCH
 MB2734'CYLINDRICAL IRON ROD FLUSH WITH THE ROAD SURFACE.
 MB2734'IT IS 78.11 FEET SOUTHWEST OF A BRIDGE SPIKE IN A
 MB2734'12-INCH APPLE TREE, 26.70 FEET SOUTHEAST OF A P.K. NAIL
 MB2734'IN TELEPHONE AND POWER POLE NUMBER 72/2.
 MB2734'
 MB2734'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2734'STATION 92 072 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2734'
 MB2734'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2721 ***********************************************************************
 MB2721  DESIGNATION -  91 046 2 P CO
 MB2721  PID         -  MB2721
 MB2721  STATE/COUNTY-  OH/PORTAGE
 MB2721  USGS QUAD   -  AKRON EAST (1964)
 MB2721
 MB2721                         *CURRENT SURVEY CONTROL
 MB2721  ___________________________________________________________________
 MB2721* NAD 83(1995)-  41 03 54.12783(N)    081 22 58.21648(W)     ADJUSTED  
 MB2721* NAVD 88     -       354.     (meters)    1161.     (feet)  VERTCON   
 MB2721  ___________________________________________________________________
 MB2721  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 MB2721  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2721
 MB2721  HORZ ORDER  -  SECOND
 MB2721
 MB2721.The horizontal coordinates were established by classical geodetic methods
 MB2721.and adjusted by the National Geodetic Survey in April 1998..
 MB2721
 MB2721.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2721
 MB2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2721
 MB2721.The geoid height was determined by GEOID03.
 MB2721
 MB2721;                    North         East     Units Scale Factor Converg.
 MB2721;SPC OH N     -   155,884.493   693,891.907   MT  0.99993914   +0 44 02.1
 MB2721;UTM  17      - 4,546,047.255   467,834.381   MT  0.99961273   -0 15 05.4
 MB2721
 MB2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2721!SPC OH N     -   0.99994974  x   0.99993914  =   0.99988889
 MB2721!UTM  17      -   0.99994974  x   0.99961273  =   0.99956249
 MB2721
 MB2721                          SUPERSEDED SURVEY CONTROL
 MB2721
 MB2721  NAD 83(1986)-  41 03 54.13442(N)    081 22 58.22008(W) AD(       ) 2
 MB2721  NAD 27      -  41 03 53.93061(N)    081 22 58.82239(W) AD(       ) 2
 MB2721  NGVD 29 (07/19/86)  354.     (m)         1161.     (f) VERT ANG       
 MB2721
 MB2721.Superseded values are not recommended for survey control.
 MB2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2721.See file dsdata.txt to determine how the superseded data were derived.
 MB2721
 MB2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6783446047(NAD 83)
 MB2721_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2721+STABILITY: SURFACE MOTION
 MB2721
 MB2721  HISTORY     - Date     Condition        Report By
 MB2721  HISTORY     - 1977     MONUMENTED       OH-133
 MB2721
 MB2721                          STATION DESCRIPTION
 MB2721
 MB2721'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2721'THE STATION IS ABOUT 3-1/2 MILES NORTHWEST OF SUFFIELD, 3-1/4
 MB2721'MILES SOUTHWEST OF BRIMFIELD, 1-1/4 MILES NORTH-NORTHEAST OF
 MB2721'MOGADORE, AND ON THE RIGHT-OF-WAY OF SAXE ROAD, TOWNSHIP
 MB2721'HIGHWAY 79.
 MB2721'
 MB2721'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 532
 MB2721'AND COUNTY HIGHWAY 10, RANDOLPH ROAD, IN MOGADORE,
 MB2721'GO EAST ON RANDOLPH ROAD FOR 0.55 MILE TO
 MB2721'THE INTERSECTION OF MARTIN ROAD, TOWNSHIP HIGHWAY 8.  TURN LEFT
 MB2721'AND GO NORTH ON MARTIN ROAD FOR 1.0 MILE
 MB2721'TO THE STATION ON THE LEFT.
 MB2721'
 MB2721'STATION MARK, STAMPED---91-046-2 1977---, IS A PORTAGE COUNTY
 MB2721'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2721'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 136.6 FEET
 MB2721'NORTH-NORTHEAST OF A TWO STORY BRICK AND WOOD HOUSE, ADDRESS
 MB2721'NUMBER 2775, 69.6 FEET SOUTH OF TELEPHONE POLE NUMBER 7-25,
 MB2721'22.2 FEET NORTHEAST OF A STEEL MAILBOX POST, 13.4 FEET WEST OF
 MB2721'THE CENTERLINE OF MARTIN ROAD, AND 8.6 FEET
 MB2721'NORTH OF A LARGE ROCK IN THE LAWN.
 MB2721'
 MB2721'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2721'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2721'STATION 92 072 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2721'
 MB2721'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2735 ***********************************************************************
 MB2735  DESIGNATION -  91 046 3 P CO
 MB2735  PID         -  MB2735
 MB2735  STATE/COUNTY-  OH/PORTAGE
 MB2735  USGS QUAD   -  AKRON EAST (1964)
 MB2735
 MB2735                         *CURRENT SURVEY CONTROL
 MB2735  ___________________________________________________________________
 MB2735* NAD 83(1995)-  41 03 58.27642(N)    081 23 34.69635(W)     ADJUSTED  
 MB2735* NAVD 88     -       342.     (meters)    1122.     (feet)  VERTCON   
 MB2735  ___________________________________________________________________
 MB2735  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MB2735  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2735
 MB2735  HORZ ORDER  -  SECOND
 MB2735
 MB2735.The horizontal coordinates were established by classical geodetic methods
 MB2735.and adjusted by the National Geodetic Survey in April 1998..
 MB2735
 MB2735.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2735
 MB2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2735
 MB2735.The geoid height was determined by GEOID03.
 MB2735
 MB2735;                    North         East     Units Scale Factor Converg.
 MB2735;SPC OH N     -   156,001.593   693,038.675   MT  0.99993914   +0 43 38.1
 MB2735;UTM  17      - 4,546,178.969   466,983.567   MT  0.99961342   -0 15 29.4
 MB2735
 MB2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2735!SPC OH N     -   0.99995162  x   0.99993914  =   0.99989077
 MB2735!UTM  17      -   0.99995162  x   0.99961342  =   0.99956506
 MB2735
 MB2735                          SUPERSEDED SURVEY CONTROL
 MB2735
 MB2735  NAD 83(1986)-  41 03 58.28304(N)    081 23 34.69995(W) AD(       ) 2
 MB2735  NAD 27      -  41 03 58.07969(N)    081 23 35.30100(W) AD(       ) 2
 MB2735  NGVD 29 (07/19/86)  342.     (m)         1122.     (f) VERT ANG       
 MB2735
 MB2735.Superseded values are not recommended for survey control.
 MB2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2735.See file dsdata.txt to determine how the superseded data were derived.
 MB2735
 MB2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6698446179(NAD 83)
 MB2735_MARKER: Z = SEE DESCRIPTION
 MB2735_SETTING: 0 = UNSPECIFIED SETTING
 MB2735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2735
 MB2735  HISTORY     - Date     Condition        Report By
 MB2735  HISTORY     - 1977     MONUMENTED       OH-133
 MB2735
 MB2735                          STATION DESCRIPTION
 MB2735
 MB2735'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2735'THE STATION IS ABOUT 3-1/2 MILES NORTHWEST OF SUFFIELD, 3-1/4
 MB2735'MILES SOUTHWEST OF BRIMFIELD, 1-1/4 MILES NORTH-NORTHEAST OF
 MB2735'MOGADORE, AND ON THE RIGHT-OF-WAY OF SAXE ROAD, TOWNSHIP
 MB2735'HIGHWAY 79.
 MB2735'
 MB2735'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 532
 MB2735'AND COUNTY HIGHWAY 10, RANDOLPH ROAD, IN MOGADORE,
 MB2735'GO EAST ON RANDOLPH ROAD FOR 0.55 MILE TO
 MB2735'THE INTERSECTION OF MARTIN ROAD, TOWNSHIP HIGHWAY 8.  TURN LEFT
 MB2735'ON MARTIN ROAD AND GO NORTH FOR 1.05 MILES
 MB2735'TO THE T-INTERSECTION OF SAXE ROAD.  TURN
 MB2735'LEFT AND GO WEST ON SAXE ROAD FOR 0.25
 MB2735'MILE TO THE INTERSECTION OF MOGADORE ROAD
 MB2735'AND THE STATION IN THE CENTER OF THE INTERSECTION OF SAXE
 MB2735'ROAD AND MOGADORE ROAD.
 MB2735'
 MB2735'STATION MARK IS AN 8-INCH SQUARE
 MB2735'STONE, REPAIRED WITH CONCRETE
 MB2735'TO FILL CRACKS AND BROKEN PIECES,
 MB2735'MARKED WITH A 1/2-INCH DEEP DRILL HOLE IN THE TOP CENTER
 MB2735'AND IS 4 INCHES BELOW THE
 MB2735'GROUND SURFACE.  IT IS 36.6 FEET NORTHEAST OF A POLE WITH
 MB2735'NUMBER 60 PAINTED ON THE NORTH SURFACE, 26.0 FEET
 MB2735'EAST-SOUTHEAST OF TELEPHONE AND POWER POLE NUMBER 72/2, 13.50
 MB2735'FEET NORTHWEST OF STATION 91 046 1 P CO, AND 1.18 FEET
 MB2735'NORTH OF REFERENCE MARK 91 046 4 P CO.
 MB2735'
 MB2735'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2735'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2735'
 MB2735'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2736 ***********************************************************************
 MB2736  DESIGNATION -  91 046 4 P CO
 MB2736  PID         -  MB2736
 MB2736  STATE/COUNTY-  OH/PORTAGE
 MB2736  USGS QUAD   -  AKRON EAST (1964)
 MB2736
 MB2736                         *CURRENT SURVEY CONTROL
 MB2736  ___________________________________________________________________
 MB2736* NAD 83(1995)-  41 03 58.27008(N)    081 23 34.69988(W)     ADJUSTED  
 MB2736* NAVD 88     -       342.     (meters)    1122.     (feet)  VERTCON   
 MB2736  ___________________________________________________________________
 MB2736  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MB2736  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2736
 MB2736  HORZ ORDER  -  SECOND
 MB2736
 MB2736.The horizontal coordinates were established by classical geodetic methods
 MB2736.and adjusted by the National Geodetic Survey in April 1998..
 MB2736
 MB2736.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2736
 MB2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2736
 MB2736.The geoid height was determined by GEOID03.
 MB2736
 MB2736;                    North         East     Units Scale Factor Converg.
 MB2736;SPC OH N     -   156,001.397   693,038.596   MT  0.99993914   +0 43 38.1
 MB2736;UTM  17      - 4,546,178.774   466,983.484   MT  0.99961342   -0 15 29.4
 MB2736
 MB2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2736!SPC OH N     -   0.99995162  x   0.99993914  =   0.99989077
 MB2736!UTM  17      -   0.99995162  x   0.99961342  =   0.99956506
 MB2736
 MB2736                          SUPERSEDED SURVEY CONTROL
 MB2736
 MB2736  NAD 83(1986)-  41 03 58.27670(N)    081 23 34.70348(W) AD(       ) 2
 MB2736  NAD 27      -  41 03 58.07335(N)    081 23 35.30453(W) AD(       ) 2
 MB2736  NGVD 29 (07/19/86)  342.     (m)         1122.     (f) VERT ANG       
 MB2736
 MB2736.Superseded values are not recommended for survey control.
 MB2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2736.See file dsdata.txt to determine how the superseded data were derived.
 MB2736
 MB2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6698346179(NAD 83)
 MB2736_MARKER: Z = SEE DESCRIPTION
 MB2736_SETTING: 0 = UNSPECIFIED SETTING
 MB2736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2736
 MB2736  HISTORY     - Date     Condition        Report By
 MB2736  HISTORY     - 1977     MONUMENTED       OH-133
 MB2736
 MB2736                          STATION DESCRIPTION
 MB2736
 MB2736'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2736'THE STATION IS ABOUT 3-1/2 MILES NORTHWEST OF SUFFIELD, 3-1/4
 MB2736'MILES SOUTHWEST OF BRIMFIELD, 1-1/4 MILES NORTH-NORTHEAST OF
 MB2736'MOGADORE, AND ON THE RIGHT-OF-WAY OF SAXE ROAD, TOWNSHIP
 MB2736'HIGHWAY 79.
 MB2736'
 MB2736'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 532
 MB2736'AND COUNTY HIGHWAY 10, RANDOLPH ROAD, IN MOGADORE,
 MB2736'GO EAST ON RANDOLPH ROAD FOR 0.55 MILE TO
 MB2736'THE INTERSECTION OF MARTIN ROAD, TOWNSHIP HIGHWAY 8, TURN LEFT
 MB2736'ON MARTIN ROAD AND GO NORTH FOR 1.05 MILES
 MB2736'TO THE T-INTERSECTION OF SAXE ROAD.  TURN
 MB2736'LEFT AND GO WEST ON SAXE ROAD FOR 0.25
 MB2736'MILE TO THE INTERSECTION OF MOGADORE ROAD, COUNTY HIGHWAY 81,
 MB2736'AND THE STATION 1.18 FEET SOUTH OF REFERENCE MARK 91 046 3 P
 MB2736'CO.
 MB2736'
 MB2736'STATION MARK, UNSTAMPED, IS A 1-INCH CYLINDRICAL
 MB2736'IRON ROD FLUSH WITH THE ROAD SURFACE.  IT IS 78.11
 MB2736'FEET SOUTHWEST OF A BRIDGE SPIKE IN A 12-INCH APPLE
 MB2736'TREE, 26.70 FEET SOUTHEAST OF A P.K. NAIL IN TELEPHONE
 MB2736'AND POWER POLE NUMBER 72/2.
 MB2736'
 MB2736'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2736'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2736'
 MB2736'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2733 ***********************************************************************
 MB2733  DESIGNATION -  91 048 1 P CO
 MB2733  PID         -  MB2733
 MB2733  STATE/COUNTY-  OH/PORTAGE
 MB2733  USGS QUAD   -  AKRON EAST (1964)
 MB2733
 MB2733                         *CURRENT SURVEY CONTROL
 MB2733  ___________________________________________________________________
 MB2733* NAD 83(1995)-  41 01 39.15274(N)    081 23 04.68387(W)     ADJUSTED  
 MB2733* NAVD 88     -       361.4    (meters)    1186.     (feet)  VERTCON   
 MB2733  ___________________________________________________________________
 MB2733  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 MB2733  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MB2733
 MB2733  HORZ ORDER  -  SECOND
 MB2733
 MB2733.The horizontal coordinates were established by classical geodetic methods
 MB2733.and adjusted by the National Geodetic Survey in April 1998..
 MB2733
 MB2733.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2733
 MB2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2733
 MB2733.The geoid height was determined by GEOID03.
 MB2733
 MB2733;                    North         East     Units Scale Factor Converg.
 MB2733;SPC OH N     -   151,719.367   693,794.173   MT  0.99993939   +0 43 57.9
 MB2733;UTM  17      - 4,541,885.785   467,665.093   MT  0.99961287   -0 15 08.9
 MB2733
 MB2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2733!SPC OH N     -   0.99994854  x   0.99993939  =   0.99988794
 MB2733!UTM  17      -   0.99994854  x   0.99961287  =   0.99956143
 MB2733
 MB2733|---------------------------------------------------------------------|
 MB2733| PID    Reference Object                     Distance      Geod. Az  |
 MB2733|                                                           dddmmss.s |
 MB2733| MB2722 91 048 1 P CO PTA                    13.841 METERS 03753     |
 MB2733| MB2685 SUFFIELD LYONS CO RAD MAST          APPROX. 1.8 KM 0390010.7 |
 MB2733| MB2732 91 048 1 P CO ECC                     4.855 METERS 10025     |
 MB2733| MB2725 91 048 2 P CO                       427.225 METERS 2102419.7 |
 MB2733| MB2726 91 048 3 P CO                       APPROX. 0.7 KM 2835531.2 |
 MB2733|---------------------------------------------------------------------|
 MB2733
 MB2733                          SUPERSEDED SURVEY CONTROL
 MB2733
 MB2733  NAD 83(1986)-  41 01 39.15936(N)    081 23 04.68763(W) AD(       ) 2
 MB2733  NAD 27      -  41 01 38.95407(N)    081 23 05.29193(W) AD(       ) 2
 MB2733  NGVD 29 (07/19/86)  361.6    (m)         1186.     (f) VERT ANG       
 MB2733
 MB2733.Superseded values are not recommended for survey control.
 MB2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2733.See file dsdata.txt to determine how the superseded data were derived.
 MB2733
 MB2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6766541886(NAD 83)
 MB2733_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2733+STABILITY: SURFACE MOTION
 MB2733
 MB2733  HISTORY     - Date     Condition        Report By
 MB2733  HISTORY     - 1977     MONUMENTED       OH-133
 MB2733  HISTORY     - 20060630 MARK NOT FOUND   GEOCAC
 MB2733
 MB2733                          STATION DESCRIPTION
 MB2733
 MB2733'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2733'THE STATION IS ABOUT 5-1/2 MILES SOUTH-SOUTHWEST OF BRIMFIELD,
 MB2733'2 MILES WEST OF SUFFIELD, 1-3/4 MILES SOUTHEAST OF MOGADORE,
 MB2733'AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 224.
 MB2733'
 MB2733'TO REACH THE STATION FROM SUFFIELD AT THE INTERSECTION OF U.S.
 MB2733'HIGHWAY 224 AND STATE ROUTE 43,
 MB2733'GO WEST ON U.S. HIGHWAY 224 FOR 1.85
 MB2733'MILES TO THE INTERSECTION OF MARTIN ROAD, TOWNSHIP HIGHWAY 8.
 MB2733'(TURN LEFT AND GO SOUTH ON MARTIN ROAD FOR
 MB2733'0.25 MILE TO THE INTERSECTION OF WATERLOO ROAD, COUNTY HIGHWAY
 MB2733'87.  TURN RIGHT AND GO WEST ON WATERLOO ROAD
 MB2733'FOR 0.1 MILE TO AZIMUTH MARK 91 048 2 P CO ON THE LEFT.)
 MB2733'CONTINUE WEST ON U.S. HIGHWAY 224 FOR 0.1 MILE TO THE STATION
 MB2733'ON THE LEFT.  CONTINUE WEST ON U.S. HIGHWAY 224 FOR 0.45 MILE
 MB2733'TO THE INTERSECTION OF STATE ROUTE 532 AND AZIMUTH MARK 91 048 3
 MB2733'P CO ON THE NORTHEAST CORNER OF THE INTERSECTION.
 MB2733'
 MB2733'STATION MARKS, STAMPED---91-048-1 1977---, ARE PORTAGE COUNTY
 MB2733'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2733'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2733'SURFACE.  IT IS 382.9 FEET WEST-SOUTHWEST OF THE CENTER OF
 MB2733'THE INTERSECTION OF U.S. HIGHWAY 224 AND MARTIN ROAD, 128.8 FEET
 MB2733'NORTHWEST OF A 6-INCH ELM TREE, 107.4 FEET NORTH-NORTHWEST OF A
 MB2733'6-INCH ELM TREE, 31.98 FEET NORTHWEST OF A P.K. NAIL IN THE
 MB2733'TOP OF A GUARDRAIL POST, 30.92 FEET NORTHEAST OF A P.K. NAIL
 MB2733'IN THE TOP OF A GUARDRAIL POST, AND 21.2 FEET SOUTH OF
 MB2733'THE CENTERLINE OF U.S. HIGHWAY 224.  THE UNDERGROUND DISK IS
 MB2733'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2733'GROUND SURFACE.
 MB2733'
 MB2733'AZIMUTH MARK 91 048 2 P CO, STAMPED---91-048-2 1977---, IS A
 MB2733'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2733'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2733'SURFACE.  IT IS 112.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 MB2733'A HOUSE, ADDRESS NUMBER 170, 42.9 FEET NORTHWEST OF AN 8-INCH
 MB2733'MAPLE TREE, 30.2 FEET EAST OF THE EASTERN EDGE OF A
 MB2733'CONCRETE DRIVEWAY, 26.3 FEET SOUTH OF THE CENTERLINE OF
 MB2733'WATERLOO ROAD, AND 3.0 FEET NORTH OF
 MB2733'TELEPHONE POLE NUMBER 31/13.
 MB2733'
 MB2733'AZIMUTH MARK 91 048 3 P CO, STAMPED---91-048-3 1977---, IS A
 MB2733'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2733'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2733'SURFACE.  IT IS 105.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MB2733'A SOHIO GAS STATION, 49.6 FEET NORTHEAST OF THE CENTER OF
 MB2733'THE INTERSECTION OF STATE ROUTE 532 AND U.S. HIGHWAY 224, 45.2
 MB2733'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 224, AND 29.8 FEET
 MB2733'EAST OF THE CENTERLINE OF STATE ROUTE 532.
 MB2733'
 MB2733'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2733'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2733'
 MB2733'DESCRIBED BY F.J. PINTER.
 MB2733
 MB2733                          STATION RECOVERY (2006)
 MB2733
 MB2733'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2733'MEASUREMENTS FALL UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2725 ***********************************************************************
 MB2725  DESIGNATION -  91 048 2 P CO
 MB2725  PID         -  MB2725
 MB2725  STATE/COUNTY-  OH/PORTAGE
 MB2725  USGS QUAD   -  AKRON EAST (1964)
 MB2725
 MB2725                         *CURRENT SURVEY CONTROL
 MB2725  ___________________________________________________________________
 MB2725* NAD 83(1995)-  41 01 27.20822(N)    081 23 13.93917(W)     ADJUSTED  
 MB2725* NAVD 88     -       356.     (meters)    1168.     (feet)  VERTCON   
 MB2725  ___________________________________________________________________
 MB2725  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 MB2725  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MB2725
 MB2725  HORZ ORDER  -  SECOND
 MB2725
 MB2725.The horizontal coordinates were established by classical geodetic methods
 MB2725.and adjusted by the National Geodetic Survey in April 1998..
 MB2725
 MB2725.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2725
 MB2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2725
 MB2725.The geoid height was determined by GEOID03.
 MB2725
 MB2725;                    North         East     Units Scale Factor Converg.
 MB2725;SPC OH N     -   151,348.188   693,582.691   MT  0.99993943   +0 43 51.8
 MB2725;UTM  17      - 4,541,518.417   467,447.330   MT  0.99961304   -0 15 15.0
 MB2725
 MB2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2725!SPC OH N     -   0.99994942  x   0.99993943  =   0.99988885
 MB2725!UTM  17      -   0.99994942  x   0.99961304  =   0.99956248
 MB2725
 MB2725                          SUPERSEDED SURVEY CONTROL
 MB2725
 MB2725  NAD 83(1986)-  41 01 27.21483(N)    081 23 13.94292(W) AD(       ) 2
 MB2725  NAD 27      -  41 01 27.00951(N)    081 23 14.54714(W) AD(       ) 2
 MB2725  NGVD 29 (07/19/86)  356.     (m)         1168.     (f) VERT ANG       
 MB2725
 MB2725.Superseded values are not recommended for survey control.
 MB2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2725.See file dsdata.txt to determine how the superseded data were derived.
 MB2725
 MB2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6744741518(NAD 83)
 MB2725_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2725+STABILITY: SURFACE MOTION
 MB2725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2725+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 MB2725
 MB2725  HISTORY     - Date     Condition        Report By
 MB2725  HISTORY     - 1977     MONUMENTED       OH-133
 MB2725  HISTORY     - 20060630 GOOD             GEOCAC
 MB2725
 MB2725                          STATION DESCRIPTION
 MB2725
 MB2725'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2725'THE STATION IS ABOUT 5-1/2 MILES SOUTH-SOUTHWEST OF BRIMFIELD,
 MB2725'2 MILES WEST OF SUFFIELD, 1-3/4 MILES SOUTHEAST OF MOGADORE,
 MB2725'AND ON THE RIGHT-OF-WAY OF WATERLOO ROAD, COUNTY HIGHWAY 87.
 MB2725'
 MB2725'TO REACH THE STATION FROM SUFFIELD AT THE INTERSECTION OF U.S.
 MB2725'HIGHWAY 224 AND STATE ROUTE 43 IN SUFFIELD,
 MB2725'GO WEST ON U.S. HIGHWAY 224 FOR 1.85
 MB2725'MILES TO THE INTERSECTION OF MARTIN ROAD, TOWNSHIP HIGHWAY 8.
 MB2725'TURN LEFT AND GO SOUTH ON MARTIN ROAD FOR
 MB2725'0.25 MILE TO THE INTERSECTION OF WATERLOO ROAD.
 MB2725'TURN RIGHT AND GO WEST ON WATERLOO ROAD
 MB2725'FOR 0.1 MILE TO THE STATION ON THE LEFT.
 MB2725'
 MB2725'STATION MARK, STAMPED---91-048-2 1977---, IS A PORTAGE COUNTY
 MB2725'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2725'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 112.4 FEET
 MB2725'NORTHWEST OF THE NORTHEAST CORNER OF A HOUSE, ADDRESS NUMBER 170,
 MB2725'42.9 FEET NORTHWEST OF AN 8-INCH MAPLE TREE, 30.2 FEET EAST
 MB2725'OF THE EASTERN EDGE OF A CONCRETE DRIVEWAY, 26.3 FEET SOUTH OF
 MB2725'THE CENTERLINE OF WATERLOO ROAD, AND 3.0
 MB2725'FEET NORTH OF TELEPHONE POLE NUMBER 31/13.
 MB2725'
 MB2725'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2725'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2725'STATION 91 048 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2725'
 MB2725'DESCRIBED BY F.J. PINTER.
 MB2725
 MB2725                          STATION RECOVERY (2006)
 MB2725
 MB2725'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2726 ***********************************************************************
 MB2726  DESIGNATION -  91 048 3 P CO
 MB2726  PID         -  MB2726
 MB2726  STATE/COUNTY-  OH/PORTAGE
 MB2726  USGS QUAD   -  AKRON EAST (1964)
 MB2726
 MB2726                         *CURRENT SURVEY CONTROL
 MB2726  ___________________________________________________________________
 MB2726* NAD 83(1995)-  41 01 44.92792(N)    081 23 35.44819(W)     ADJUSTED  
 MB2726* NAVD 88     -       352.     (meters)    1155.     (feet)  VERTCON   
 MB2726  ___________________________________________________________________
 MB2726  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 MB2726  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MB2726
 MB2726  HORZ ORDER  -  SECOND
 MB2726
 MB2726.The horizontal coordinates were established by classical geodetic methods
 MB2726.and adjusted by the National Geodetic Survey in April 1998..
 MB2726
 MB2726.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2726
 MB2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2726
 MB2726.The geoid height was determined by GEOID03.
 MB2726
 MB2726;                    North         East     Units Scale Factor Converg.
 MB2726;SPC OH N     -   151,888.342   693,073.324   MT  0.99993937   +0 43 37.7
 MB2726;UTM  17      - 4,542,067.070   466,947.490   MT  0.99961345   -0 15 29.2
 MB2726
 MB2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2726!SPC OH N     -   0.99995005  x   0.99993937  =   0.99988942
 MB2726!UTM  17      -   0.99995005  x   0.99961345  =   0.99956352
 MB2726
 MB2726                          SUPERSEDED SURVEY CONTROL
 MB2726
 MB2726  NAD 83(1986)-  41 01 44.93455(N)    081 23 35.45194(W) AD(       ) 2
 MB2726  NAD 27      -  41 01 44.72963(N)    081 23 36.05514(W) AD(       ) 2
 MB2726  NGVD 29 (07/19/86)  352.     (m)         1155.     (f) VERT ANG       
 MB2726
 MB2726.Superseded values are not recommended for survey control.
 MB2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2726.See file dsdata.txt to determine how the superseded data were derived.
 MB2726
 MB2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6694742067(NAD 83)
 MB2726_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2726+STABILITY: SURFACE MOTION
 MB2726
 MB2726  HISTORY     - Date     Condition        Report By
 MB2726  HISTORY     - 1977     MONUMENTED       OH-133
 MB2726
 MB2726                          STATION DESCRIPTION
 MB2726
 MB2726'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2726'THE STATION IS ABOUT 5-1/2 MILES SOUTH-SOUTHWEST OF BRIMFIELD,
 MB2726'2 MILES WEST OF SUFFIELD, 1-3/4 MILES SOUTHEAST OF MOGADORE,
 MB2726'AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 224.
 MB2726'
 MB2726'TO REACH THE STATION FROM SUFFIELD AT THE INTERSECTION OF STATE
 MB2726'ROUTE 43 AND U.S. HIGHWAY 224, GO WEST ON U.S. HIGHWAY 224
 MB2726'FOR 2.4 MILES TO THE INTERSECTION OF STATE ROUTE 532, AND THE
 MB2726'STATION ON THE NORTHEAST CORNER OF THE INTERSECTION.
 MB2726'
 MB2726'STATION MARK, STAMPED---91-048-3 1977---, IS A PORTAGE COUNTY
 MB2726'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2726'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 105.4 FEET
 MB2726'SOUTHWEST OF THE SOUTHWEST CORNER OF A SOHIO GAS STATION,
 MB2726'49.6 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 MB2726'OF STATE ROUTE 532 AND U.S. HIGHWAY 224, 45.2 FEET
 MB2726'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 224, AND 29.8 FEET
 MB2726'EAST OF THE CENTERLINE OF STATE ROUTE 532.
 MB2726'
 MB2726'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2726'LIGHT ABOVE STATION MARK WAS 1.2 METERS.
 MB2726'STATION 91 048 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2726'
 MB2726'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3402 ***********************************************************************
 KY3402  DESIGNATION -  91 050 1 P CO
 KY3402  PID         -  KY3402
 KY3402  STATE/COUNTY-  OH/PORTAGE
 KY3402  USGS QUAD   -  NORTH CANTON (1994)
 KY3402
 KY3402                         *CURRENT SURVEY CONTROL
 KY3402  ___________________________________________________________________
 KY3402* NAD 83(1995)-  40 59 18.83222(N)    081 23 11.57770(W)     ADJUSTED  
 KY3402* NAVD 88     -       354.5    (meters)    1163.     (feet)  VERTCON   
 KY3402  ___________________________________________________________________
 KY3402  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 KY3402  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KY3402
 KY3402  HORZ ORDER  -  SECOND
 KY3402
 KY3402.The horizontal coordinates were established by classical geodetic methods
 KY3402.and adjusted by the National Geodetic Survey in April 1998..
 KY3402
 KY3402.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3402
 KY3402.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3402
 KY3402.The geoid height was determined by GEOID03.
 KY3402
 KY3402;                    North         East     Units Scale Factor Converg.
 KY3402;SPC OH N     -   147,389.267   693,688.407   MT  0.99994009   +0 43 53.3
 KY3402;UTM  17      - 4,537,559.557   467,484.954   MT  0.99961301   -0 15 12.8
 KY3402
 KY3402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3402!SPC OH N     -   0.99994962  x   0.99994009  =   0.99988971
 KY3402!UTM  17      -   0.99994962  x   0.99961301  =   0.99956265
 KY3402
 KY3402:                Primary Azimuth Mark                     Grid Az
 KY3402:SPC OH N     -  91 050 2 P CO                            268 52 26.4
 KY3402:UTM  17      -  91 050 2 P CO                            269 51 32.5
 KY3402
 KY3402|---------------------------------------------------------------------|
 KY3402| PID    Reference Object                     Distance      Geod. Az  |
 KY3402|                                                           dddmmss.s |
 KY3402| KY3404 91 050 2 P CO                       APPROX. 0.6 KM 2693619.7 |
 KY3402|---------------------------------------------------------------------|
 KY3402
 KY3402                          SUPERSEDED SURVEY CONTROL
 KY3402
 KY3402  NAD 83(1986)-  40 59 18.83875(N)    081 23 11.58167(W) AD(       ) 2
 KY3402  NAD 27      -  40 59 18.63163(N)    081 23 12.18743(W) AD(       ) 2
 KY3402  NGVD 29 (07/19/86)  354.7    (m)         1164.     (f) VERT ANG       
 KY3402
 KY3402.Superseded values are not recommended for survey control.
 KY3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3402.See file dsdata.txt to determine how the superseded data were derived.
 KY3402
 KY3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6748537560(NAD 83)
 KY3402_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3402+STABILITY: SURFACE MOTION
 KY3402
 KY3402  HISTORY     - Date     Condition        Report By
 KY3402  HISTORY     - 1977     MONUMENTED       OH-133
 KY3402
 KY3402                          STATION DESCRIPTION
 KY3402
 KY3402'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3402'THE STATION IS ABOUT 7 MILES SOUTHWEST OF RANDOLPH, 4-1/2 MILES
 KY3402'SOUTHEAST OF MOGADORE, 3 MILES SOUTHWEST OF SUFFIELD, AND ON
 KY3402'THE RIGHT-OF-WAY OF PONTIUS ROAD, COUNTY HIGHWAY 1.
 KY3402'
 KY3402'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3402'AND STATE ROUTE 43, GO SOUTH ON STATE ROUTE 43 FOR 0.3 MILE
 KY3402'TO THE INTERSECTION OF COUNTY HIGHWAY 87, WATERLOO ROAD, AT
 KY3402'SUFFIELD.  CONTINUE SOUTH ON
 KY3402'STATE ROUTE 43 FOR 2.0 MILES TO THE INTERSECTION OF MANNING ROAD,
 KY3402'TOWNSHIP HIGHWAY 2.  TURN RIGHT AND GO WEST FOR 0.8 MILE TO THE
 KY3402'INTERSECTION OF MISHLER ROAD, COUNTY HIGHWAY 4.  TURN LEFT AND
 KY3402'GO SOUTH FOR 0.5 MILE TO THE INTERSECTION OF PONTIUS ROAD.
 KY3402'TURN RIGHT AND GO WEST ON PONTIUS ROAD FOR 1.6 MILES
 KY3402'MILES TO THE STATION IN THE CENTER OF PONTIUS ROAD.
 KY3402'
 KY3402'STATION MARK 91 050 1 P CO, STAMPED---91-050-1 1977---, IS A
 KY3402'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 KY3402'CYLINDRICAL CONCRETE POST THAT IS BURIED 6 INCHES BELOW THE
 KY3402'GROUND SURFACE.  IT IS 106.2 FEET SOUTHWEST OF THE SOUTHWEST
 KY3402'CORNER OF A BRICK-FACED HOUSE, ADDRESS NUMBER 203, 94.6 FEET
 KY3402'EAST OF TELEPHONE POLE NUMBER 4/21, 51.6 FEET SOUTHWEST OF A
 KY3402'14-INCH DOUBLE-TRUNKED ASH TREE, 46.8 FEET SOUTH OF AN 8-INCH
 KY3402'ASH TREE, 41.0 FEET SOUTHWEST OF TELEPHONE AND POWER POLE NUMBER
 KY3402'L 56, AND 4 FEET SOUTH OF THE CENTERLINE OF PONTIUS ROAD.
 KY3402'
 KY3402'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3402'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 KY3402'STATIONS 91 040 1 P CO AND 91 050 2 P CO CAN BE USED AS AZIMUTH
 KY3402'MARKS.
 KY3402'
 KY3402'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3404 ***********************************************************************
 KY3404  DESIGNATION -  91 050 2 P CO
 KY3404  PID         -  KY3404
 KY3404  STATE/COUNTY-  OH/PORTAGE
 KY3404  USGS QUAD   -  NORTH CANTON (1994)
 KY3404
 KY3404                         *CURRENT SURVEY CONTROL
 KY3404  ___________________________________________________________________
 KY3404* NAD 83(1995)-  40 59 18.70524(N)    081 23 35.77884(W)     ADJUSTED  
 KY3404* NAVD 88     -       340.     (meters)    1115.     (feet)  VERTCON   
 KY3404  ___________________________________________________________________
 KY3404  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 KY3404  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KY3404
 KY3404  HORZ ORDER  -  SECOND
 KY3404
 KY3404.The horizontal coordinates were established by classical geodetic methods
 KY3404.and adjusted by the National Geodetic Survey in April 1998..
 KY3404
 KY3404.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3404
 KY3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3404
 KY3404.The geoid height was determined by GEOID03.
 KY3404
 KY3404;                    North         East     Units Scale Factor Converg.
 KY3404;SPC OH N     -   147,378.150   693,122.836   MT  0.99994009   +0 43 37.4
 KY3404;UTM  17      - 4,537,558.165   466,919.461   MT  0.99961347   -0 15 28.6
 KY3404
 KY3404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3404!SPC OH N     -   0.99995192  x   0.99994009  =   0.99989202
 KY3404!UTM  17      -   0.99995192  x   0.99961347  =   0.99956541
 KY3404
 KY3404                          SUPERSEDED SURVEY CONTROL
 KY3404
 KY3404  NAD 83(1986)-  40 59 18.71178(N)    081 23 35.78282(W) AD(       ) 2
 KY3404  NAD 27      -  40 59 18.50469(N)    081 23 36.38780(W) AD(       ) 2
 KY3404  NGVD 29 (07/19/86)  340.     (m)         1115.     (f) VERT ANG       
 KY3404
 KY3404.Superseded values are not recommended for survey control.
 KY3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3404.See file dsdata.txt to determine how the superseded data were derived.
 KY3404
 KY3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6691937558(NAD 83)
 KY3404_MARKER: Z = SEE DESCRIPTION
 KY3404_SETTING: 0 = UNSPECIFIED SETTING
 KY3404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3404
 KY3404  HISTORY     - Date     Condition        Report By
 KY3404  HISTORY     - 1977     MONUMENTED       OH-133
 KY3404
 KY3404                          STATION DESCRIPTION
 KY3404
 KY3404'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 KY3404'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF SUFFIELD, 3-1/2
 KY3404'MILES NORTHWEST OF HARTVILLE, 1-1/4 MILES NORTHEAST OF
 KY3404'UNIONTOWN, AND ON THE RIGHT-OF-WAY OF PONTIUS ROAD,
 KY3404'COUNTY HIGHWAY 1.
 KY3404'
 KY3404'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224
 KY3404'AND STATE ROUTE 43, GO SOUTH ON STATE ROUTE 43 FOR 0.3 MILE
 KY3404'TO THE INTERSECTION OF COUNTY HIGHWAY 87, WATERLOO ROAD, AT
 KY3404'SUFFIELD.  CONTINUE SOUTH ON
 KY3404'STATE ROUTE 43 FOR 2.0 MILES TO THE INTERSECTION OF MANNING ROAD,
 KY3404'TOWNSHIP HIGHWAY 2.  TURN RIGHT AND GO WEST FOR 0.8 MILE TO THE
 KY3404'INTERSECTION OF MISHLER ROAD, COUNTY HIGHWAY 4.  TURN LEFT AND
 KY3404'GO SOUTH FOR 0.5 MILE TO THE INTERSECTION OF PONTIUS ROAD.
 KY3404'TURN RIGHT AND GO WEST FOR 2.05 MILES TO THE STATION IN
 KY3404'THE CENTER OF PONTIUS ROAD.
 KY3404'
 KY3404'STATION MARK 91 050 2 P CO, IS A P.K. SPIKE IN A STONE, FLUSH WITH
 KY3404'THE GROUND SURFACE, LOCATED IN THE CENTERLINE OF COUNTY
 KY3404'HIGHWAY 1, PONTIUS ROAD.  IT IS 125.74 FEET SOUTHWEST OF THE
 KY3404'SOUTHEAST CORNER OF BRICK A HOUSE, ADDRESS NUMBER 5, 103.70 FEET
 KY3404'SOUTHWEST OF TELEPHONE AND POWER POLE NUMBER SU 1384, 93.26
 KY3404'FEET SOUTH OF THE SOUTHWEST CORNER OF THE SAME HOUSE, 42.59 FEET
 KY3404'NORTHEAST OF AN IRON PIN, AND 22.44 FEET NORTHEAST OF AN IRON
 KY3404'PIN.
 KY3404'
 KY3404'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 KY3404'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 KY3404'STATION 91 050 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 KY3404'
 KY3404'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1794 ***********************************************************************
 MB1794  DESIGNATION -  911
 MB1794  PID         -  MB1794
 MB1794  STATE/COUNTY-  OH/CUYAHOGA
 MB1794  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1794
 MB1794                         *CURRENT SURVEY CONTROL
 MB1794  ___________________________________________________________________
 MB1794* NAD 83(1986)-  41 28 01.     (N)    081 39 04.     (W)     SCALED    
 MB1794* NAVD 88     -       209.150  (meters)     686.19   (feet)  ADJUSTED  
 MB1794  ___________________________________________________________________
 MB1794  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 MB1794  DYNAMIC HT  -         209.066 (meters)     685.91  (feet)  COMP
 MB1794  MODELED GRAV-     980,217.7   (mgal)                       NAVD 88
 MB1794
 MB1794  VERT ORDER  -  FIRST     CLASS II
 MB1794
 MB1794.The horizontal coordinates were scaled from a topographic map and have
 MB1794.an estimated accuracy of +/- 6 seconds.
 MB1794
 MB1794.The orthometric height was determined by differential leveling
 MB1794.and adjusted by the National Geodetic Survey in June 1991..
 MB1794
 MB1794.The geoid height was determined by GEOID03.
 MB1794
 MB1794.The dynamic height is computed by dividing the NAVD 88
 MB1794.geopotential number by the normal gravity value computed on the
 MB1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1794.degrees latitude (g = 980.6199 gals.).
 MB1794
 MB1794.The modeled gravity was interpolated from observed gravity values.
 MB1794
 MB1794;                    North         East    Units  Estimated Accuracy
 MB1794;SPC OH N     -   200,260.      670,910.      MT  (+/- 180 meters Scaled)
 MB1794
 MB1794                          SUPERSEDED SURVEY CONTROL
 MB1794
 MB1794  NGVD 29 (06/03/92)  209.378  (m)          686.93   (f) ADJUSTED    1 2
 MB1794
 MB1794.Superseded values are not recommended for survey control.
 MB1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1794.See file dsdata.txt to determine how the superseded data were derived.
 MB1794
 MB1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF456907(NAD 83)
 MB1794_MARKER: DD = SURVEY DISK
 MB1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1794_SP_SET: CONCRETE POST
 MB1794_STAMPING: 911
 MB1794_MARK LOGO: CRGS  
 MB1794_PROJECTION: RECESSED 5 CENTIMETERS
 MB1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1794+STABILITY: SURFACE MOTION
 MB1794
 MB1794  HISTORY     - Date     Condition        Report By
 MB1794  HISTORY     - 1939     MONUMENTED       CRGS
 MB1794  HISTORY     - 1983     GOOD             NGS
 MB1794  HISTORY     - 19940605 GOOD             USPSQD
 MB1794
 MB1794                          STATION DESCRIPTION
 MB1794
 MB1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1794'IN CLEVELAND.
 MB1794'IN CLEVELAND, AT THE NORTHWEST CORNER OF THE INTERSECTION OF STATE
 MB1794'HIGHWAY 14 (BROADWAY AVENUE) AND EAST 55TH STREET, IN THE SIDEWALK, IN
 MB1794'THE TOP OF A CONCRETE POST AND PROTECTED BY A 9-INCH CAST IRON BOX
 MB1794'WITH A COVER, 10.24 METERS (33.6 FT) WEST OF THE CENTERLINE OF THE
 MB1794'HIGHWAY, 8.23 METERS (27.0 FT) SOUTH OF THE CENTER OF THE ENTRANCE TO
 MB1794'BUILDING 5484 BROADWAY AVENUE, 5.30 METERS (17.4 FT) SOUTHWEST OF THE
 MB1794'SOUTHWEST FACE OF A TRAFFIC SIGNAL CONTROL BOX ON A METAL POLE.
 MB1794
 MB1794                          STATION RECOVERY (1994)
 MB1794
 MB1794'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0682 ***********************************************************************
 KZ0682  DESIGNATION -  913
 KZ0682  PID         -  KZ0682
 KZ0682  STATE/COUNTY-  OH/KNOX
 KZ0682  USGS QUAD   -  BRINKHAVEN (1982)
 KZ0682
 KZ0682                         *CURRENT SURVEY CONTROL
 KZ0682  ___________________________________________________________________
 KZ0682* NAD 83(1986)-  40 27 04.     (N)    082 13 22.     (W)     SCALED    
 KZ0682* NAVD 88     -       286.866  (meters)     941.16   (feet)  ADJUSTED  
 KZ0682  ___________________________________________________________________
 KZ0682  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KZ0682  DYNAMIC HT  -         286.725 (meters)     940.70  (feet)  COMP
 KZ0682  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 KZ0682
 KZ0682  VERT ORDER  -  SECOND    CLASS 0
 KZ0682
 KZ0682.The horizontal coordinates were scaled from a topographic map and have
 KZ0682.an estimated accuracy of +/- 6 seconds.
 KZ0682
 KZ0682.The orthometric height was determined by differential leveling
 KZ0682.and adjusted by the National Geodetic Survey in June 1991..
 KZ0682
 KZ0682.The geoid height was determined by GEOID03.
 KZ0682
 KZ0682.The dynamic height is computed by dividing the NAVD 88
 KZ0682.geopotential number by the normal gravity value computed on the
 KZ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0682.degrees latitude (g = 980.6199 gals.).
 KZ0682
 KZ0682.The modeled gravity was interpolated from observed gravity values.
 KZ0682
 KZ0682;                    North         East    Units  Estimated Accuracy
 KZ0682;SPC OH N     -    87,150.      623,520.      MT  (+/- 180 meters Scaled)
 KZ0682
 KZ0682                          SUPERSEDED SURVEY CONTROL
 KZ0682
 KZ0682  NGVD 29 (??/??/92)  287.070  (m)          941.83   (f) ADJ UNCH    2 0
 KZ0682
 KZ0682.Superseded values are not recommended for survey control.
 KZ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0682.See file dsdata.txt to determine how the superseded data were derived.
 KZ0682
 KZ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE963785(NAD 83)
 KZ0682_MARKER: Q = CHISELED SQUARE
 KZ0682_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0682_SP_SET: ABUTMENT
 KZ0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0682
 KZ0682  HISTORY     - Date     Condition        Report By
 KZ0682  HISTORY     - UNK      MONUMENTED       USGS
 KZ0682  HISTORY     - 1934     GOOD             NGS
 KZ0682
 KZ0682                          STATION DESCRIPTION
 KZ0682
 KZ0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0682'2.1 MI SW FROM BRINK HAVEN.
 KZ0682'2.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KZ0682'STATION AT BRINK HAVEN, KNOX COUNTY, 100 YARDS SOUTH OF A
 KZ0682'RIGHT-ANGLED CURVE OF U.S. HIGHWAY 36, IN THE TOP OF THE NORTH
 KZ0682'END OF THE WEST STONE ABUTMENT OF A BRIDGE OVER A COUNTY ROAD,
 KZ0682'ONE FOOT FROM THE NORTH AND WEST EDGES OF THE ABUTMENT, 12
 KZ0682'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, AND 3 FEET
 KZ0682'LOWER THAN THE TRACK.  A 2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1364 ***********************************************************************
 JZ1364  DESIGNATION -  914
 JZ1364  PID         -  JZ1364
 JZ1364  STATE/COUNTY-  OH/PREBLE
 JZ1364  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ1364
 JZ1364                         *CURRENT SURVEY CONTROL
 JZ1364  ___________________________________________________________________
 JZ1364* NAD 83(1986)-  39 38 19.     (N)    084 35 18.     (W)     SCALED    
 JZ1364* NAVD 88     -       278.389  (meters)     913.35   (feet)  ADJUSTED  
 JZ1364  ___________________________________________________________________
 JZ1364  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JZ1364  DYNAMIC HT  -         278.229 (meters)     912.82  (feet)  COMP
 JZ1364  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 JZ1364
 JZ1364  VERT ORDER  -  SECOND    CLASS 0
 JZ1364
 JZ1364.The horizontal coordinates were scaled from a topographic map and have
 JZ1364.an estimated accuracy of +/- 6 seconds.
 JZ1364
 JZ1364.The orthometric height was determined by differential leveling
 JZ1364.and adjusted by the National Geodetic Survey in June 1991..
 JZ1364
 JZ1364.The geoid height was determined by GEOID03.
 JZ1364
 JZ1364.The dynamic height is computed by dividing the NAVD 88
 JZ1364.geopotential number by the normal gravity value computed on the
 JZ1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1364.degrees latitude (g = 980.6199 gals.).
 JZ1364
 JZ1364.The modeled gravity was interpolated from observed gravity values.
 JZ1364
 JZ1364;                    North         East    Units  Estimated Accuracy
 JZ1364;SPC OH S     -   183,980.      420,760.      MT  (+/- 180 meters Scaled)
 JZ1364
 JZ1364                          SUPERSEDED SURVEY CONTROL
 JZ1364
 JZ1364  NGVD 29 (??/??/92)  278.557  (m)          913.90   (f) ADJ UNCH    2 0
 JZ1364
 JZ1364.Superseded values are not recommended for survey control.
 JZ1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1364.See file dsdata.txt to determine how the superseded data were derived.
 JZ1364
 JZ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ069904(NAD 83)
 JZ1364_MARKER: DD = SURVEY DISK
 JZ1364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1364_SP_SET: BRIDGE
 JZ1364_STAMPING: 914 OHIO
 JZ1364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1364
 JZ1364  HISTORY     - Date     Condition        Report By
 JZ1364  HISTORY     - UNK      MONUMENTED       USGS
 JZ1364  HISTORY     - 1947     GOOD             NGS
 JZ1364
 JZ1364                          STATION DESCRIPTION
 JZ1364
 JZ1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1364'3.5 MI E FROM CAMDEN.
 JZ1364'3.5 MILES EAST ALONG STATE HIGHWAY 725 FROM THE INTERSECTION
 JZ1364'OF U.S. HIGHWAY 127 AT CAMDEN, ABOUT 0.8 MILE WEST OF A CROSS
 JZ1364'ROAD WITH CHURCH IN THE SOUTHEAST QUARTER, ABOUT 0.55 MILE EAST
 JZ1364'OF A BLACK TOP CROSS ROAD, SET IN THE TOP OF THE SOUTHEAST WING
 JZ1364'WALL OF A 30-FOOT BRIDGE WITH ANGLE IRON RAILING, 3.5 FEET
 JZ1364'NORTHWEST OF THE SOUTHEAST END OF THE WING WALL, 10 FEET SOUTH
 JZ1364'OF THE CENTER LINE OF THE HIGHWAY, 2.4 FEET SOUTHEAST OF THE EAST
 JZ1364'END OF THE IRON RAILING, AND ABOUT 1.5 FEET BELOW THE HIGHWAY.
 JZ1364'MARK IS ABOUT 3.3 MILES WEST OF THE POST OFFICE AT GRATIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1791 ***********************************************************************
 MB1791  DESIGNATION -  915
 MB1791  PID         -  MB1791
 MB1791  STATE/COUNTY-  OH/CUYAHOGA
 MB1791  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1791
 MB1791                         *CURRENT SURVEY CONTROL
 MB1791  ___________________________________________________________________
 MB1791* NAD 83(1986)-  41 28 43.     (N)    081 39 50.     (W)     SCALED    
 MB1791* NAVD 88     -       206.014  (meters)     675.90   (feet)  ADJUSTED  
 MB1791  ___________________________________________________________________
 MB1791  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 MB1791  DYNAMIC HT  -         205.932 (meters)     675.63  (feet)  COMP
 MB1791  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 MB1791
 MB1791  VERT ORDER  -  FIRST     CLASS II
 MB1791
 MB1791.The horizontal coordinates were scaled from a topographic map and have
 MB1791.an estimated accuracy of +/- 6 seconds.
 MB1791
 MB1791.The orthometric height was determined by differential leveling
 MB1791.and adjusted by the National Geodetic Survey in June 1991..
 MB1791
 MB1791.The geoid height was determined by GEOID03.
 MB1791
 MB1791.The dynamic height is computed by dividing the NAVD 88
 MB1791.geopotential number by the normal gravity value computed on the
 MB1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1791.degrees latitude (g = 980.6199 gals.).
 MB1791
 MB1791.The modeled gravity was interpolated from observed gravity values.
 MB1791
 MB1791;                    North         East    Units  Estimated Accuracy
 MB1791;SPC OH N     -   201,550.      669,830.      MT  (+/- 180 meters Scaled)
 MB1791
 MB1791                          SUPERSEDED SURVEY CONTROL
 MB1791
 MB1791  NGVD 29 (06/03/92)  206.243  (m)          676.65   (f) ADJUSTED    1 2
 MB1791
 MB1791.Superseded values are not recommended for survey control.
 MB1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1791.See file dsdata.txt to determine how the superseded data were derived.
 MB1791
 MB1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF445921(NAD 83)
 MB1791_MARKER: DD = SURVEY DISK
 MB1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1791_SP_SET: CONCRETE POST
 MB1791_STAMPING: 915
 MB1791_MARK LOGO: CRGS  
 MB1791_PROJECTION: RECESSED 5 CENTIMETERS
 MB1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1791+STABILITY: SURFACE MOTION
 MB1791
 MB1791  HISTORY     - Date     Condition        Report By
 MB1791  HISTORY     - 1939     MONUMENTED       CRGS
 MB1791  HISTORY     - 1983     GOOD             NGS
 MB1791  HISTORY     - 19940605 MARK NOT FOUND   USPSQD
 MB1791  HISTORY     - 19950611 GOOD             USPSQD
 MB1791
 MB1791                          STATION DESCRIPTION
 MB1791
 MB1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1791'IN CLEVELAND.
 MB1791'IN CLEVELAND, ALONG STATE HIGHWAY 14 (BROADWAY AVENUE) AT THE
 MB1791'INTERSECTION OF EAST 37TH STREET, IN THE SIDEWALK IN TOP OF A CONCRETE
 MB1791'POST AND PROTECTED BY A 9-INCH CAST IRON BOX WITH COVER, 7.56 METERS
 MB1791'(24.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 16.55 METERS
 MB1791'(54.3 FT) SOUTH OF UTILITY POLE 603704, 5.55 METERS (18.2 FT)
 MB1791'NORTHEAST OF THE CORNER OF THE NORTH END OF A CYCLONE FENCE.
 MB1791
 MB1791                          STATION RECOVERY (1994)
 MB1791
 MB1791'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1791'MARK NOT FOUND.
 MB1791
 MB1791                          STATION RECOVERY (1995)
 MB1791
 MB1791'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1916 ***********************************************************************
 HY1916  DESIGNATION -  918
 HY1916  PID         -  HY1916
 HY1916  STATE/COUNTY-  OH/ADAMS
 HY1916  USGS QUAD   -  WEST UNION (1979)
 HY1916
 HY1916                         *CURRENT SURVEY CONTROL
 HY1916  ___________________________________________________________________
 HY1916* NAD 83(1986)-  38 48 43.     (N)    083 37 16.     (W)     SCALED    
 HY1916* NAVD 88     -       279.657  (meters)     917.51   (feet)  ADJUSTED  
 HY1916  ___________________________________________________________________
 HY1916  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HY1916  DYNAMIC HT  -         279.477 (meters)     916.92  (feet)  COMP
 HY1916  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 HY1916
 HY1916  VERT ORDER  -  SECOND    CLASS 0
 HY1916
 HY1916.The horizontal coordinates were scaled from a topographic map and have
 HY1916.an estimated accuracy of +/- 6 seconds.
 HY1916
 HY1916.The orthometric height was determined by differential leveling
 HY1916.and adjusted by the National Geodetic Survey in June 1991..
 HY1916
 HY1916.The geoid height was determined by GEOID03.
 HY1916
 HY1916.The dynamic height is computed by dividing the NAVD 88
 HY1916.geopotential number by the normal gravity value computed on the
 HY1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1916.degrees latitude (g = 980.6199 gals.).
 HY1916
 HY1916.The modeled gravity was interpolated from observed gravity values.
 HY1916
 HY1916;                    North         East    Units  Estimated Accuracy
 HY1916;SPC OH S     -    90,740.      502,630.      MT  (+/- 180 meters Scaled)
 HY1916
 HY1916                          SUPERSEDED SURVEY CONTROL
 HY1916
 HY1916  NGVD 29 (??/??/92)  279.855  (m)          918.16   (f) ADJ UNCH    2 0
 HY1916
 HY1916.Superseded values are not recommended for survey control.
 HY1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1916.See file dsdata.txt to determine how the superseded data were derived.
 HY1916
 HY1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC724991(NAD 83)
 HY1916_MARKER: Z = SEE DESCRIPTION
 HY1916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1916_SP_SET: CULVERT
 HY1916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1916
 HY1916  HISTORY     - Date     Condition        Report By
 HY1916  HISTORY     - UNK      MONUMENTED       OHGS
 HY1916  HISTORY     - 1935     GOOD             NGS
 HY1916  HISTORY     - 1960     MARK NOT FOUND   USGS
 HY1916
 HY1916                          STATION DESCRIPTION
 HY1916
 HY1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1916'4.7 MI W FROM WEST UNION.
 HY1916'4.7 MILES WEST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 HY1916'WEST UNION, ADAMS COUNTY, 0.8 MILE WEST OF THE INTERSECTION OF
 HY1916'STATE HIGHWAY 136, 120 YARDS WEST OF THE CENTER OF THE JUNCTION
 HY1916'OF A GRAVEL ROAD LEADING NORTH, 13 FEET NORTH OF THE CENTERLINE
 HY1916'OF STATE HIGHWAY 135, IN THE TOP OF THE NORTH CONCRETE HEADWALL
 HY1916'OF A CULVERT, AND ABOUT 2 FEET LOWER THAN THE ROAD.  THE POINT
 HY1916'OF A 5-INCH CHISELED ARROW.  NOTE-- A CULVERT WAS FOUND AT THE
 HY1916'DESCRIBED LOCATION, BUT A 5-INCH CHISELED ARROW COULD NOT BE
 HY1916'FOUND.  PROPERTY OWNER STATED THAT THIS MARKER HAD BEEN SEARCHED
 HY1916'FOR BY ANOTHER GROUP OF THE GEOLOGICAL SURVEY AND WAS NOT FOUND.
 HY1916
 HY1916                          STATION RECOVERY (1960)
 HY1916
 HY1916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 HY1916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0854 ***********************************************************************
 JX0854  DESIGNATION -  92
 JX0854  PID         -  JX0854
 JX0854  STATE/COUNTY-  OH/WASHINGTON
 JX0854  USGS QUAD   -  MARIETTA (1994)
 JX0854
 JX0854                         *CURRENT SURVEY CONTROL
 JX0854  ___________________________________________________________________
 JX0854* NAD 83(1986)-  39 24 44.     (N)    081 27 29.     (W)     SCALED    
 JX0854* NAVD 88     -       185.526  (meters)     608.68   (feet)  ADJUSTED  
 JX0854  ___________________________________________________________________
 JX0854  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX0854  DYNAMIC HT  -         185.414 (meters)     608.31  (feet)  COMP
 JX0854  MODELED GRAV-     980,019.9   (mgal)                       NAVD 88
 JX0854
 JX0854  VERT ORDER  -  FIRST     CLASS II
 JX0854
 JX0854.The horizontal coordinates were scaled from a topographic map and have
 JX0854.an estimated accuracy of +/- 6 seconds.
 JX0854
 JX0854.The orthometric height was determined by differential leveling
 JX0854.and adjusted by the National Geodetic Survey in June 1991..
 JX0854.WARNING-Repeat measurements at this control monument indicate possible
 JX0854.vertical movement.
 JX0854
 JX0854.The geoid height was determined by GEOID03.
 JX0854
 JX0854.The dynamic height is computed by dividing the NAVD 88
 JX0854.geopotential number by the normal gravity value computed on the
 JX0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0854.degrees latitude (g = 980.6199 gals.).
 JX0854
 JX0854.The modeled gravity was interpolated from observed gravity values.
 JX0854
 JX0854;                    North         East    Units  Estimated Accuracy
 JX0854;SPC OH S     -   157,290.      689,730.      MT  (+/- 180 meters Scaled)
 JX0854
 JX0854                          SUPERSEDED SURVEY CONTROL
 JX0854
 JX0854  NGVD 29 (??/??/92)  185.700  (m)          609.25   (f) ADJ UNCH    1 2
 JX0854
 JX0854.Superseded values are not recommended for survey control.
 JX0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0854.See file dsdata.txt to determine how the superseded data were derived.
 JX0854
 JX0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD605626(NAD 83)
 JX0854_MARKER: DD = SURVEY DISK
 JX0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0854_STAMPING: 92
 JX0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0854+STABILITY: SURFACE MOTION
 JX0854
 JX0854  HISTORY     - Date     Condition        Report By
 JX0854  HISTORY     - UNK      MONUMENTED       DOD
 JX0854  HISTORY     - 1959     GOOD             NGS
 JX0854  HISTORY     - 1963     GOOD             NGS
 JX0854
 JX0854                          STATION DESCRIPTION
 JX0854
 JX0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX0854'AT MARIETTA.
 JX0854'AT MARIETTA, ABOUT 0.4 MILE SOUTHWEST ALONG THE BALTIMORE AND
 JX0854'OHIO RAILROAD FROM THE STATION, 0.1 MILE SOUTHEAST ALONG FORT
 JX0854'STREET FROM THE SOUTHWEST END OF PUTNAM STREET BRIDGE ACROSS THE
 JX0854'MUSKINGUM RIVER, 118 YARDS NORTHWEST OF THE JUNCTION OF MAPLE AND
 JX0854'FORT STREETS, AT THE OLD ABANDONED LOCK AND DAM NO. 1, BETWEEN
 JX0854'FORT STREET AND THE RIVER, 13 FEET NORTHEAST OF THE CENTER LINE
 JX0854'OF FORT STREET, 37 FEET NORTHWEST OF THE FOURTH POWER LINE POLE
 JX0854'NORTHWEST OF THE TRACK, 2 FEET NORTHEAST OF A STEEL PIPE GUARDRAIL,
 JX0854'3 1/2 FEET SOUTHEAST OF THE EXTENDED LINE OF THE SOUTHEAST SIDE
 JX0854'OF A WALK LEADING TO A HOUSE AT 513 FORT STREET, 29 FEET
 JX0854'NORTH-NORTHEAST OF AND ACROSS THE STREET FROM A 40-INCH MAPLE TREE
 JX0854'THAT IS BETWEEN HOUSES 511 AND 513 FORT STREET, 9.3 FEET
 JX0854'SOUTH-SOUTHEAST OF A STEEL PIPE FORMERLY USED AS A FLAGPOLE, AND
 JX0854'SET IN TOP OF A CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE
 JX0854'GROUND.
 JX0854
 JX0854                          STATION RECOVERY (1963)
 JX0854
 JX0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2749 ***********************************************************************
 MB2749  DESIGNATION -  92 001 1
 MB2749  PID         -  MB2749
 MB2749  STATE/COUNTY-  OH/SUMMIT
 MB2749  USGS QUAD   -  HUDSON (1984)
 MB2749
 MB2749                         *CURRENT SURVEY CONTROL
 MB2749  ___________________________________________________________________
 MB2749* NAD 83(1995)-  41 08 08.12687(N)    081 23 33.18978(W)     ADJUSTED  
 MB2749* NAVD 88     -       326.     (meters)    1070.     (feet)  VERTCON   
 MB2749  ___________________________________________________________________
 MB2749  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 MB2749  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB2749
 MB2749  HORZ ORDER  -  SECOND
 MB2749
 MB2749.The horizontal coordinates were established by classical geodetic methods
 MB2749.and adjusted by the National Geodetic Survey in April 1998..
 MB2749
 MB2749.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2749
 MB2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2749
 MB2749.The geoid height was determined by GEOID03.
 MB2749
 MB2749;                    North         East     Units Scale Factor Converg.
 MB2749;SPC OH N     -   163,708.550   692,975.983   MT  0.99993984   +0 43 39.1
 MB2749;UTM  17      - 4,553,883.352   467,053.429   MT  0.99961336   -0 15 29.7
 MB2749
 MB2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2749!SPC OH N     -   0.99995415  x   0.99993984  =   0.99989399
 MB2749!UTM  17      -   0.99995415  x   0.99961336  =   0.99956753
 MB2749
 MB2749                          SUPERSEDED SURVEY CONTROL
 MB2749
 MB2749  NAD 83(1986)-  41 08 08.13535(N)    081 23 33.19303(W) AD(       ) 2
 MB2749  NAD 27      -  41 08 07.92734(N)    081 23 33.80313(W) AD(       ) 2
 MB2749  NGVD 29 (07/19/86)  326.     (m)         1070.     (f) VERT ANG       
 MB2749
 MB2749.Superseded values are not recommended for survey control.
 MB2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2749.See file dsdata.txt to determine how the superseded data were derived.
 MB2749
 MB2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6705353883(NAD 83)
 MB2749_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2749_MARK LOGO: OH-133
 MB2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2749+STABILITY: SURFACE MOTION
 MB2749
 MB2749  HISTORY     - Date     Condition        Report By
 MB2749  HISTORY     - 1977     MONUMENTED       OH-133
 MB2749
 MB2749                          STATION DESCRIPTION
 MB2749
 MB2749'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2749'THE STATION IS ABOUT 8 MILES SOUTHWEST OF RAVENNA, 3-1/2 MILES
 MB2749'NORTHWEST OF BRIMFIELD, 2-1/4 MILES SOUTHWEST OF KENT, AND ON
 MB2749'THE RIGHT-OF-WAY OF MIDDLEBURY ROAD.
 MB2749'
 MB2749'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
 MB2749'AND 43 SOUTH OF KENT,
 MB2749'GO WEST ON STATE ROUTE 261 FOR 2.0 MILES TO THE
 MB2749'INTERSECTION OF MIDDLEBURY ROAD.  TURN RIGHT ON MIDDLEBURY ROAD
 MB2749'AND GO NORTH FOR 250 FEET TO THE STATION ON THE LEFT.
 MB2749'
 MB2749'STATION MARK 92 001 1 P CO, UNSTAMPED, IS A 1-INCH IRON ROD
 MB2749'PROJECTING 8 INCHES AND ON THE SIDE OF THE BANK NORTHWEST OF
 MB2749'MIDDLEBURY ROAD.  IT IS 250 FEET NORTH OF THE
 MB2749'CENTERLINE OF STATE ROUTE 261, 28.92 FEET SOUTHWEST OF A BRIDGE
 MB2749'SPIKE IN A 30-INCH BUCKEYE TREE, 12.19 FEET SOUTH OF A BRIDGE
 MB2749'SPIKE IN THE EAST SIDE OF A 6-INCH PINE TREE, AND 6 FEET
 MB2749'NORTHWEST OF THE NORTHWEST EDGE OF THE PAVEMENT OF MIDDLEBURY
 MB2749'ROAD.
 MB2749'
 MB2749'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2749'LIGHT ABOVE STATION MARK WAS 1.2 METERS.
 MB2749'STATION 92 002 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2749'
 MB2749'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2741 ***********************************************************************
 MB2741  DESIGNATION -  92 002 1 P CO
 MB2741  PID         -  MB2741
 MB2741  STATE/COUNTY-  OH/PORTAGE
 MB2741  USGS QUAD   -  HUDSON (1984)
 MB2741
 MB2741                         *CURRENT SURVEY CONTROL
 MB2741  ___________________________________________________________________
 MB2741* NAD 83(1995)-  41 08 07.62411(N)    081 23 01.47176(W)     ADJUSTED  
 MB2741* NAVD 88     -       318.2    (meters)    1044.     (feet)  VERTCON   
 MB2741  ___________________________________________________________________
 MB2741  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MB2741  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB2741
 MB2741  HORZ ORDER  -  SECOND
 MB2741
 MB2741.The horizontal coordinates were established by classical geodetic methods
 MB2741.and adjusted by the National Geodetic Survey in April 1998..
 MB2741
 MB2741.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2741
 MB2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2741
 MB2741.The geoid height was determined by GEOID03.
 MB2741
 MB2741;                    North         East     Units Scale Factor Converg.
 MB2741;SPC OH N     -   163,702.473   693,715.834   MT  0.99993984   +0 43 60.0
 MB2741;UTM  17      - 4,553,864.553   467,792.825   MT  0.99961277   -0 15 08.8
 MB2741
 MB2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2741!SPC OH N     -   0.99995534  x   0.99993984  =   0.99989519
 MB2741!UTM  17      -   0.99995534  x   0.99961277  =   0.99956813
 MB2741
 MB2741:                Primary Azimuth Mark                     Grid Az
 MB2741:SPC OH N     -  KENT KSU TANK                            060 49 17.7
 MB2741:UTM  17      -  KENT KSU TANK                            061 48 26.5
 MB2741
 MB2741|---------------------------------------------------------------------|
 MB2741| PID    Reference Object                     Distance      Geod. Az  |
 MB2741|                                                           dddmmss.s |
 MB2741| MB2619 KENT KSU TANK                       APPROX. 3.3 KM 0613317.7 |
 MB2741| MB2610 KENT KSU RAD STA WKSU MAST          APPROX. 4.2 KM 0653446.5 |
 MB2741| MB2623 92 004 4 P CO                       APPROX. 2.5 KM 0922743.7 |
 MB2741| MB2749 92 001 1                            APPROX. 0.7 KM 2711214.3 |
 MB2741|---------------------------------------------------------------------|
 MB2741
 MB2741                          SUPERSEDED SURVEY CONTROL
 MB2741
 MB2741  NAD 83(1986)-  41 08 07.63251(N)    081 23 01.47502(W) AD(       ) 2
 MB2741  NAD 27      -  41 08 07.42464(N)    081 23 02.08613(W) AD(       ) 2
 MB2741  NGVD 29 (07/19/86)  318.4    (m)         1045.     (f) VERT ANG       
 MB2741
 MB2741.Superseded values are not recommended for survey control.
 MB2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2741.See file dsdata.txt to determine how the superseded data were derived.
 MB2741
 MB2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6779353865(NAD 83)
 MB2741_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2741+STABILITY: SURFACE MOTION
 MB2741
 MB2741  HISTORY     - Date     Condition        Report By
 MB2741  HISTORY     - 1977     MONUMENTED       OH-133
 MB2741
 MB2741                          STATION DESCRIPTION
 MB2741
 MB2741'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2741'THE STATION IS ABOUT 7-1/4 MILES SOUTHWEST OF RAVENNA, 3 MILES
 MB2741'NORTHWEST OF BRIMFIELD, 1-3/4 MILES SOUTHWEST OF KENT, AND ON
 MB2741'THE RIGHT-OF-WAY OF STATE ROUTE 261.
 MB2741'
 MB2741'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
 MB2741'AND 43 SOUTH OF KENT, WITH AZIMUTH MARK 92 004 4 P CO IN THE
 MB2741'MEDIAN OF STATE ROUTE 261, JUST WEST OF STATE ROUTE 43, GO
 MB2741'WEST ON STATE ROUTE 261 FOR 1.5 MILES TO THE STATION ON THE
 MB2741'LEFT.  CONTINUE WEST ON STATE ROUTE 261 FOR 0.7 MILE TO THE
 MB2741'INTERSECTION OF MIDDLEBURY ROAD.  TURN RIGHT ON MIDDLEBURY ROAD
 MB2741'AND GO NORTH FOR 250 FEET TO THE AZIMUTH MARK 92 001 1 P CO ON
 MB2741'THE LEFT.
 MB2741'
 MB2741'STATION MARKS, STAMPED---92-002-1 1977---, ARE PORTAGE COUNTY
 MB2741'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2741'CYLINDRICAL CONCRETE POST AND 3 INCHES BELOW THE GROUND SURFACE.
 MB2741'IT IS 34.2 FEET NORTHWEST OF A 15-INCH HICKORY TREE, 49.9
 MB2741'FEET SOUTHEAST OF A MONUMENT BOX IN THE CENTER OF STATE ROUTE
 MB2741'261, 28.9 FEET NORTHEAST OF A 14-INCH HICKORY TREE, AND
 MB2741'26.1 FEET SOUTH
 MB2741'OF THE CENTERLINE OF STATE ROUTE 261.  THE UNDERGROUND DISK IS
 MB2741'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 MB2741'THE GROUND SURFACE.
 MB2741'
 MB2741'AZIMUTH MARK 92 001 1 P CO, UNSTAMPED, IS A 1-INCH IRON ROD
 MB2741'PROJECTING 8 INCHES AND ON THE SIDE OF THE BANK NORTHWEST OF
 MB2741'MIDDLEBURY ROAD.  IT IS 250 FEET NORTH OF THE
 MB2741'CENTERLINE OF STATE ROUTE 261, 28.92 FEET SOUTHWEST OF A BRIDGE
 MB2741'SPIKE IN A 30-INCH BUCKEYE TREE, 12.19 FEET SOUTH OF A BRIDGE
 MB2741'SPIKE IN THE EAST SIDE OF A 6-INCH PINE TREE, AND 6 FEET
 MB2741'NORTHWEST OF THE NORTHWEST EDGE OF THE PAVEMENT OF MIDDLEBURY
 MB2741'ROAD.
 MB2741'
 MB2741'AZIMUTH MARK 92 004 4 P CO, STAMPED---92-004-4 1977---, IS A
 MB2741'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2741'CYLINDRICAL CONCRETE POST AND FLUSH WITH THE GROUND SURFACE.
 MB2741'IT IS 125.9 FEET SOUTHEAST OF THE CORNER POST OF THE NORTH
 MB2741'RIGHT-OF-WAY
 MB2741'FENCE OF STATE ROUTE 261, 112.3 FEET NORTH OF BRACE POLE
 MB2741'FOR TRAFFIC SIGNALS, 67 FEET WEST OF THE CENTERLINE OF STATE
 MB2741'ROUTE 43, 47.4 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND
 MB2741'LANE, 38.7 FEET NORTH OF THE EAST BOUND LANE OF STATE ROUTE
 MB2741'261, AND 12 FEET WEST OF A LIGHT POLE.
 MB2741'
 MB2741'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2741'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2741'
 MB2741'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2626 ***********************************************************************
 MB2626  DESIGNATION -  92 004 1 P CO
 MB2626  PID         -  MB2626
 MB2626  STATE/COUNTY-  OH/PORTAGE
 MB2626  USGS QUAD   -  KENT (1994)
 MB2626
 MB2626                         *CURRENT SURVEY CONTROL
 MB2626  ___________________________________________________________________
 MB2626* NAD 83(1995)-  41 07 49.48613(N)    081 21 24.02938(W)     ADJUSTED  
 MB2626* NAVD 88     -       346.5    (meters)    1137.     (feet)  VERTCON   
 MB2626  ___________________________________________________________________
 MB2626  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 MB2626  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB2626
 MB2626  HORZ ORDER  -  SECOND
 MB2626
 MB2626.The horizontal coordinates were established by classical geodetic methods
 MB2626.and adjusted by the National Geodetic Survey in April 1998..
 MB2626
 MB2626.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2626
 MB2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2626
 MB2626.The geoid height was determined by GEOID03.
 MB2626
 MB2626;                    North         East     Units Scale Factor Converg.
 MB2626;SPC OH N     -   163,172.453   695,995.487   MT  0.99993974   +0 45 04.0
 MB2626;UTM  17      - 4,553,295.580   470,062.278   MT  0.99961103   -0 14 04.6
 MB2626
 MB2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2626!SPC OH N     -   0.99995090  x   0.99993974  =   0.99989065
 MB2626!UTM  17      -   0.99995090  x   0.99961103  =   0.99956195
 MB2626
 MB2626|---------------------------------------------------------------------|
 MB2626| PID    Reference Object                     Distance      Geod. Az  |
 MB2626|                                                           dddmmss.s |
 MB2626| MB2621 92 004 2 P CO                       380.251 METERS 09917     |
 MB2626| MB2627 92 004 3 P CO                       166.972 METERS 27459     |
 MB2626|---------------------------------------------------------------------|
 MB2626
 MB2626                          SUPERSEDED SURVEY CONTROL
 MB2626
 MB2626  NAD 83(1986)-  41 07 49.49386(N)    081 21 24.03283(W) AD(       ) 2
 MB2626  NAD 27      -  41 07 49.28650(N)    081 21 24.64651(W) AD(       ) 2
 MB2626  NGVD 29 (07/19/86)  346.7    (m)         1137.     (f) VERT ANG       
 MB2626
 MB2626.Superseded values are not recommended for survey control.
 MB2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2626.See file dsdata.txt to determine how the superseded data were derived.
 MB2626
 MB2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7006253296(NAD 83)
 MB2626_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2626+STABILITY: SURFACE MOTION
 MB2626
 MB2626  HISTORY     - Date     Condition        Report By
 MB2626  HISTORY     - 1977     MONUMENTED       OH-133
 MB2626
 MB2626                          STATION DESCRIPTION
 MB2626
 MB2626'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2626'THE STATION IS ABOUT 6-1/2 MILES NORTHWEST OF ROOTSTOWN, 2-1/4
 MB2626'MILES NORTHWEST OF BRIMFIELD, 1-1/2 MILES SOUTHEAST OF KENT,
 MB2626'AND ON THE RIGHT-OF-WAY OF
 MB2626'TOWNSHIP HIGHWAY 92, MELOY ROAD.
 MB2626'
 MB2626'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
 MB2626'AND 43 IN KENT, GO SOUTH ON STATE ROUTE 43 FOR 0.35 MILE TO THE
 MB2626'INTERSECTION OF TOWNSHIP HIGHWAY 92, MELOY ROAD.  TURN RIGHT
 MB2626'AND GO WEST ON MELOY ROAD 0.05 MILE TO AZIMUTH MARK 92 004 2 P
 MB2626'CO ON THE LEFT.  CONTINUE WEST ON MELOY ROAD FOR
 MB2626'0.25 MILE TO THE STATION ON THE RIGHT.  CONTINUE WEST ON
 MB2626'MELOY ROAD FOR 0.1 MILE TO AZIMUTH MARK 92 004 3 P CO ON THE
 MB2626'LEFT.
 MB2626'
 MB2626'STATION MARKS, STAMPED---92-004-1 1977---, ARE PORTAGE COUNTY
 MB2626'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2626'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2626'SURFACE.  IT IS 185.0 FEET NORTHWEST OF TELEPHONE AND POWER
 MB2626'POLE NUMBER 79131, 114.0 FEET SOUTHEAST OF AN 8-INCH PINE TREE,
 MB2626'104.5 FEET NORTHEAST OF TELEPHONE AND POWER POLE NUMBER 79132,
 MB2626'49.4 FEET NORTH OF A 24-INCH APPLE TREE, AND 17.5 FEET NORTH OF
 MB2626'THE CENTERLINE OF MELOY ROAD.  THE
 MB2626'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2626'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2626'
 MB2626'AZIMUTH MARK 92 004 2 P CO, STAMPED---92-004-2 1977---, IS A
 MB2626'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2626'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2626'SURFACE.  IT IS 72.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 MB2626'A ONE STORY BRICK HOUSE, ADDRESS NUMBER 1150, 84.4 FEET
 MB2626'SOUTHWEST OF
 MB2626'A 10-INCH DOUGLAS FIR TREE, 34.0 FEET SOUTH OF A 6-INCH OAK
 MB2626'TREE, 15.5 FEET SOUTH OF THE CENTERLINE OF MELOY
 MB2626'ROAD, 8.3 FEET EAST OF A CORNER FENCE POST, AND 7.0 FEET
 MB2626'NORTH OF TELEPHONE AND POWER POLE NUMBER 173/2.
 MB2626'
 MB2626'AZIMUTH MARK 92 004 3 P CO, STAMPED---92-004-3 1977---, IS A
 MB2626'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2626'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2626'SURFACE.  IT IS 77.0 FEET SOUTHEAST OF A 6-INCH WILD CHERRY
 MB2626'TREE, 48.3 FEET SOUTH OF A DOUBLE TRUNKED 10-INCH OAK TREE, 16.5
 MB2626'FEET SOUTH OF THE CENTERLINE OF MELOY ROAD,
 MB2626'AND 8.1 FEET NORTHEAST OF TELEPHONE AND POWER POLE NUMBER
 MB2626'173/9.
 MB2626'
 MB2626'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2626'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2626'
 MB2626'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2621 ***********************************************************************
 MB2621  DESIGNATION -  92 004 2 P CO
 MB2621  PID         -  MB2621
 MB2621  STATE/COUNTY-  OH/PORTAGE
 MB2621  USGS QUAD   -  KENT (1994)
 MB2621
 MB2621                         *CURRENT SURVEY CONTROL
 MB2621  ___________________________________________________________________
 MB2621* NAD 83(1995)-  41 07 47.49572(N)    081 21 07.94092(W)     ADJUSTED  
 MB2621* NAVD 88     -       342.     (meters)    1122.     (feet)  VERTCON   
 MB2621  ___________________________________________________________________
 MB2621  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 MB2621  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB2621
 MB2621  HORZ ORDER  -  SECOND
 MB2621
 MB2621.The horizontal coordinates were established by classical geodetic methods
 MB2621.and adjusted by the National Geodetic Survey in April 1998..
 MB2621
 MB2621.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2621
 MB2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2621
 MB2621.The geoid height was determined by GEOID03.
 MB2621
 MB2621;                    North         East     Units Scale Factor Converg.
 MB2621;SPC OH N     -   163,115.989   696,371.500   MT  0.99993973   +0 45 14.6
 MB2621;UTM  17      - 4,553,232.676   470,437.140   MT  0.99961076   -0 13 54.0
 MB2621
 MB2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2621!SPC OH N     -   0.99995164  x   0.99993973  =   0.99989137
 MB2621!UTM  17      -   0.99995164  x   0.99961076  =   0.99956242
 MB2621
 MB2621                          SUPERSEDED SURVEY CONTROL
 MB2621
 MB2621  NAD 83(1986)-  41 07 47.50340(N)    081 21 07.94438(W) AD(       ) 2
 MB2621  NAD 27      -  41 07 47.29615(N)    081 21 08.55855(W) AD(       ) 2
 MB2621  NGVD 29 (07/19/86)  342.     (m)         1122.     (f) VERT ANG       
 MB2621
 MB2621.Superseded values are not recommended for survey control.
 MB2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2621.See file dsdata.txt to determine how the superseded data were derived.
 MB2621
 MB2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7043753233(NAD 83)
 MB2621_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2621+STABILITY: SURFACE MOTION
 MB2621
 MB2621  HISTORY     - Date     Condition        Report By
 MB2621  HISTORY     - 1977     MONUMENTED       OH-133
 MB2621
 MB2621                          STATION DESCRIPTION
 MB2621
 MB2621'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2621'THE STATION IS ABOUT 6-1/2 MILES NORTHWEST OF ROOTSTOWN, 2-1/4
 MB2621'MILES NORTHWEST OF BRIMFIELD, 1-1/2 MILES SOUTHEAST OF KENT,
 MB2621'AND ON THE
 MB2621'RIGHT-OF-WAY OF TOWNSHIP HIGHWAY 92, MELOY ROAD.
 MB2621'
 MB2621'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
 MB2621'AND 43 IN KENT, GO SOUTH ON STATE ROUTE 43 FOR 0.35 MILE TO THE
 MB2621'INTERSECTION OF MELOY ROAD.  TURN RIGHT
 MB2621'AND GO WEST ON MELOY ROAD FOR 0.05 MILE TO THE STATION ON THE
 MB2621'LEFT.
 MB2621'
 MB2621'STATION MARK, STAMPED---92-004-2 1977---, IS A PORTAGE COUNTY
 MB2621'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2621'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 72.7 FEET
 MB2621'NORTHWEST OF THE NORTHWEST CORNER OF A ONE-STORY BRICK HOUSE,
 MB2621'ADDRESS NUMBER 1150, 84.4 FEET SOUTHEAST OF A 10-INCH
 MB2621'DOUGLAS FIR TREE, 34.0 FEET SOUTH OF A 6-INCH OAK TREE, 15.5
 MB2621'FEET SOUTH OF THE CENTERLINE OF MELOY ROAD, 8.3 FEET EAST OF
 MB2621'A CORNER FENCE POST, AND 7.0 FEET NORTH OF TELEPHONE AND POWER
 MB2621'POLE NUMBER 173/2.
 MB2621'
 MB2621'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2621'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2621'STATION 92 004 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2621'
 MB2621'DESCRIBED BY F. J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2627 ***********************************************************************
 MB2627  DESIGNATION -  92 004 3 P CO
 MB2627  PID         -  MB2627
 MB2627  STATE/COUNTY-  OH/PORTAGE
 MB2627  USGS QUAD   -  KENT (1994)
 MB2627
 MB2627                         *CURRENT SURVEY CONTROL
 MB2627  ___________________________________________________________________
 MB2627* NAD 83(1995)-  41 07 49.95669(N)    081 21 31.16086(W)     ADJUSTED  
 MB2627* NAVD 88     -       354.     (meters)    1161.     (feet)  VERTCON   
 MB2627  ___________________________________________________________________
 MB2627  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MB2627  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB2627
 MB2627  HORZ ORDER  -  SECOND
 MB2627
 MB2627.The horizontal coordinates were established by classical geodetic methods
 MB2627.and adjusted by the National Geodetic Survey in April 1998..
 MB2627
 MB2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2627
 MB2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2627
 MB2627.The geoid height was determined by GEOID03.
 MB2627
 MB2627;                    North         East     Units Scale Factor Converg.
 MB2627;SPC OH N     -   163,184.789   695,828.981   MT  0.99993974   +0 44 59.3
 MB2627;UTM  17      - 4,553,310.773   469,896.064   MT  0.99961115   -0 14 09.3
 MB2627
 MB2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2627!SPC OH N     -   0.99994976  x   0.99993974  =   0.99988950
 MB2627!UTM  17      -   0.99994976  x   0.99961115  =   0.99956093
 MB2627
 MB2627                          SUPERSEDED SURVEY CONTROL
 MB2627
 MB2627  NAD 83(1986)-  41 07 49.96445(N)    081 21 31.16431(W) AD(       ) 2
 MB2627  NAD 27      -  41 07 49.75704(N)    081 21 31.77776(W) AD(       ) 2
 MB2627  NGVD 29 (07/19/86)  354.     (m)         1161.     (f) VERT ANG       
 MB2627
 MB2627.Superseded values are not recommended for survey control.
 MB2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2627.See file dsdata.txt to determine how the superseded data were derived.
 MB2627
 MB2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6989653311(NAD 83)
 MB2627_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2627+STABILITY: SURFACE MOTION
 MB2627
 MB2627  HISTORY     - Date     Condition        Report By
 MB2627  HISTORY     - 1977     MONUMENTED       OH-133
 MB2627
 MB2627                          STATION DESCRIPTION
 MB2627
 MB2627'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2627'THE STATION IS ABOUT 6-1/2 MILES NORTHWEST OF ROOTSTOWN, 2-1/4
 MB2627'MILES NORTHWEST OF BRIMFIELD, 1-1/2 MILES SOUTHEAST OF KENT,
 MB2627'AND ON THE RIGHT-OF-WAY OF TOWNSHIP HIGHWAY 92, MELOY ROAD.
 MB2627'
 MB2627'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
 MB2627'AND 43 IN KENT, GO SOUTH ON STATE ROUTE 43 FOR 0.35 MILE TO THE
 MB2627'INTERSECTION OF MELOY ROAD.  TURN RIGHT
 MB2627'AND GO WEST ON MELOY ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 MB2627'
 MB2627'STATION MARK, STAMPED---92-004-3 1977---, IS A PORTAGE COUNTY
 MB2627'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2627'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 77.0 FEET
 MB2627'SOUTHEAST OF A 6-INCH WILD CHERRY TREE, 48.3 FEET SOUTH OF A
 MB2627'DOUBLE TRUNKED 10-INCH OAK TREE, 16.5 FEET SOUTH OF THE
 MB2627'CENTERLINE OF MELOY ROAD, AND 8.1 FEET
 MB2627'NORTHEAST OF TELEPHONE AND POWER POLE NUMBER 173/9.
 MB2627'
 MB2627'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2627'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2627'STATION 92 004 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2627'
 MB2627'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2623 ***********************************************************************
 MB2623  DESIGNATION -  92 004 4 P CO
 MB2623  PID         -  MB2623
 MB2623  STATE/COUNTY-  OH/PORTAGE
 MB2623  USGS QUAD   -  KENT (1994)
 MB2623
 MB2623                         *CURRENT SURVEY CONTROL
 MB2623  ___________________________________________________________________
 MB2623* NAD 83(1995)-  41 08 04.16463(N)    081 21 15.47337(W)     ADJUSTED  
 MB2623* NAVD 88     -       340.3    (meters)    1116.     (feet)  GPS OBS   
 MB2623  ___________________________________________________________________
 MB2623  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 MB2623  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB2623
 MB2623  HORZ ORDER  -  FIRST
 MB2623
 MB2623.The horizontal coordinates were established by GPS observations
 MB2623.and adjusted by the National Geodetic Survey in April 1998..
 MB2623
 MB2623.The orthometric height was determined by GPS observations and a
 MB2623.high-resolution geoid model.
 MB2623
 MB2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2623
 MB2623.The geoid height was determined by GEOID03.
 MB2623
 MB2623;                    North         East     Units Scale Factor Converg.
 MB2623;SPC OH N     -   163,627.823   696,189.077   MT  0.99993982   +0 45 09.6
 MB2623;UTM  17      - 4,553,747.403   470,263.606   MT  0.99961088   -0 13 59.0
 MB2623
 MB2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2623!SPC OH N     -   0.99995187  x   0.99993982  =   0.99989170
 MB2623!UTM  17      -   0.99995187  x   0.99961088  =   0.99956277
 MB2623
 MB2623:                Primary Azimuth Mark                     Grid Az
 MB2623:SPC OH N     -  FR 06 01                                 343 39 06.4
 MB2623:UTM  17      -  FR 06 01                                 344 38 15.0
 MB2623
 MB2623|---------------------------------------------------------------------|
 MB2623| PID    Reference Object                     Distance      Geod. Az  |
 MB2623|                                                           dddmmss.s |
 MB2623| AA6879 FR 06 01                            419.000 METERS 3442416.0 |
 MB2623|---------------------------------------------------------------------|
 MB2623
 MB2623                          SUPERSEDED SURVEY CONTROL
 MB2623
 MB2623  NAD 83(1986)-  41 08 04.17172(N)    081 21 15.47612(W) AD(       ) 1
 MB2623  NAD 83(1986)-  41 08 04.17299(N)    081 21 15.47657(W) AD(       ) 2
 MB2623  NAD 27      -  41 08 03.96553(N)    081 21 16.09108(W) AD(       ) 2
 MB2623  NGVD 29 (07/19/86)  340.     (m)         1115.     (f) VERT ANG       
 MB2623
 MB2623.Superseded values are not recommended for survey control.
 MB2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2623.See file dsdata.txt to determine how the superseded data were derived.
 MB2623
 MB2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7026453747(NAD 83)
 MB2623_MARKER: DD = SURVEY DISK
 MB2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2623_STAMPING: 92-004-4 1977
 MB2623_MARK LOGO: OH-133
 MB2623_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB2623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2623+STABILITY: SURFACE MOTION
 MB2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2623+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1992
 MB2623
 MB2623  HISTORY     - Date     Condition        Report By
 MB2623  HISTORY     - 1977     MONUMENTED       OH-133
 MB2623  HISTORY     - 19921201 GOOD             OH3880
 MB2623
 MB2623                          STATION DESCRIPTION
 MB2623
 MB2623'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2623'THE STATION IS ABOUT 6-1/4 MILES NORTHWEST OF ROOTSTOWN, 2-1/2
 MB2623'MILES NORTH OF BRIMFIELD, 1-1/4 MILES SOUTH OF KENT, AND ON
 MB2623'THE RIGHT-OF-WAY OF STATE ROUTE 261.
 MB2623'
 MB2623'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2623'AND 43 SOUTH IN KENT, GO SOUTH ON STATE
 MB2623'ROUTE 43, SOUTH WATER STREET, FOR 1.3 MILES TO THE INTERSECTION
 MB2623'OF STATE ROUTE 261 AND THE STATION TO THE RIGHT, IN THE MEDIAN
 MB2623'JUST WEST OF STATE ROUTE 43.
 MB2623'
 MB2623'STATION MARK, STAMPED---92-004-4 1977---, IS A PORTAGE COUNTY
 MB2623'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2623'POST AND FLUSH WITH THE GROUND SURFACE.  IT IS 125.9 FEET
 MB2623'SOUTHEAST OF THE CORNER POST OF THE NORTH RIGHT-OF-WAY FENCE OF
 MB2623'STATE ROUTE 261, 112.3 FEET NORTH OF BRACE POLE FOR TRAFFIC
 MB2623'SIGNALS, 67 FEET WEST OF THE CENTERLINE OF STATE ROUTE 43,
 MB2623'47.4 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND LANE,
 MB2623'38.7 FEET NORTH OF THE EAST BOUND LANE OF STATE ROUTE 261, AND
 MB2623'12 FEET WEST OF A LIGHT POLE.
 MB2623'
 MB2623'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2623'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2623'STATION 92 002 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2623'
 MB2623'DESCRIBED BY F.J. PINTER.
 MB2623
 MB2623                          STATION RECOVERY (1992)
 MB2623
 MB2623'RECOVERY NOTE BY CITY OF KENT OHIO 1992 (BW)
 MB2623'THE STATION MARK IS LOCATED IN THE STATE ROUTE 261 MEDIAN JUST WEST OF
 MB2623'STATE ROUTE 43 (SOUTH WATER STREET) ABOUT 1.1 MI SOUTH OF KENT CITY
 MB2623'HALL. THE STATION MARK IS A STANDARD PORTAGE COUNTY SURVEY MARK BRONZE
 MB2623'DISK STAMPED 92-004-4 SET IN A CONCRETE MASS FLUSH WITH THE SURFACE.
 MB2623'IT IS LOCATED IN THE GRASSY MEDIAN OF STATE ROUTE 261 ABOUT 66.3 FT
 MB2623'WEST OF A MONUMENT BOX ASSEMBLY SITUATED AT THE CENTERLINE
 MB2623'INTERSECTION OF STATE ROUTE 261 AND STATE ROUTE 43 (SOUTH WATER
 MB2623'STREET). A LITE POLE IS ABOUT 12.0 FT NORTHEAST OF THE STATION MARK.
 MB2623'THE NORTH EDGE OF PAVEMENT OF THE EAST BOUND LEFT TURN LANE IS ABOUT
 MB2623'10.2 FT SOUTH OF THE STATION MARK. STATION MARK FR-06-01 ABOUT 0.3 MI
 MB2623'TO THE NORTHEAST ON THE EAST SIDE OF SOUTH WATER STREET (STATE ROUTE
 MB2623'43) MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2607 ***********************************************************************
 MB2607  DESIGNATION -  92 007 1 P CO
 MB2607  PID         -  MB2607
 MB2607  STATE/COUNTY-  OH/PORTAGE
 MB2607  USGS QUAD   -  KENT (1994)
 MB2607
 MB2607                         *CURRENT SURVEY CONTROL
 MB2607  ___________________________________________________________________
 MB2607* NAD 83(1995)-  41 07 49.47396(N)    081 19 48.03073(W)     ADJUSTED  
 MB2607* NAVD 88     -       338.4    (meters)    1110.     (feet)  VERTCON   
 MB2607  ___________________________________________________________________
 MB2607  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 MB2607  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB2607
 MB2607  HORZ ORDER  -  SECOND
 MB2607
 MB2607.The horizontal coordinates were established by classical geodetic methods
 MB2607.and adjusted by the National Geodetic Survey in April 1998..
 MB2607
 MB2607.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2607
 MB2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2607
 MB2607.The geoid height was determined by GEOID03.
 MB2607
 MB2607;                    North         East     Units Scale Factor Converg.
 MB2607;SPC OH N     -   163,201.771   698,234.306   MT  0.99993974   +0 46 07.1
 MB2607;UTM  17      - 4,553,286.382   472,300.532   MT  0.99960944   -0 13 01.5
 MB2607
 MB2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2607!SPC OH N     -   0.99995217  x   0.99993974  =   0.99989192
 MB2607!UTM  17      -   0.99995217  x   0.99960944  =   0.99956163
 MB2607
 MB2607:                Primary Azimuth Mark                     Grid Az
 MB2607:SPC OH N     -  KENT RAD STA WKNT MAST                   032 15 21.7
 MB2607:UTM  17      -  KENT RAD STA WKNT MAST                   033 14 30.3
 MB2607
 MB2607|---------------------------------------------------------------------|
 MB2607| PID    Reference Object                     Distance      Geod. Az  |
 MB2607|                                                           dddmmss.s |
 MB2607| MB2596 KENT RAD STA WKNT MAST              APPROX. 4.0 KM 0330128.8 |
 MB2607| MB2546 RAVENNA FLINTKOTE TANK              APPROX. 7.1 KM 0863350.0 |
 MB2607| MB2601 92 011 1 P CO                       APPROX. 1.2 KM 1133425.3 |
 MB2607| MB2610 KENT KSU RAD STA WKSU MAST          APPROX. 2.4 KM 3424802.8 |
 MB2607|---------------------------------------------------------------------|
 MB2607
 MB2607                          SUPERSEDED SURVEY CONTROL
 MB2607
 MB2607  NAD 83(1986)-  41 07 49.48121(N)    081 19 48.03393(W) AD(       ) 2
 MB2607  NAD 27      -  41 07 49.27418(N)    081 19 48.65123(W) AD(       ) 2
 MB2607  NGVD 29 (07/19/86)  338.6    (m)         1111.     (f) VERT ANG       
 MB2607
 MB2607.Superseded values are not recommended for survey control.
 MB2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2607.See file dsdata.txt to determine how the superseded data were derived.
 MB2607
 MB2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7230153286(NAD 83)
 MB2607_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2607+STABILITY: SURFACE MOTION
 MB2607
 MB2607  HISTORY     - Date     Condition        Report By
 MB2607  HISTORY     - 1977     MONUMENTED       OH-133
 MB2607
 MB2607                          STATION DESCRIPTION
 MB2607
 MB2607'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2607'THE STATION IS ABOUT 5-1/4 MILES NORTHWEST OF ROOTSTOWN, 2-1/2
 MB2607'MILES SOUTHEAST OF KENT, 2-1/4 MILES NORTH OF BRIMFIELD, AND ON
 MB2607'THE RIGHT-OF-WAY OF MELOY ROAD, TOWNSHIP HIGHWAY 92.
 MB2607'
 MB2607'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
 MB2607'AND 43 IN KENT, GO SOUTH ON STATE ROUTE 43 FOR 0.35 MILE TO
 MB2607'THE INTERSECTION OF MELOY ROAD.  TURN LEFT
 MB2607'AND GO EAST ON MELOY ROAD FOR 1.2 MILES TO THE STATION ON THE
 MB2607'LEFT.  CONTINUE EAST ON MELOY ROAD FOR
 MB2607'0.8 MILE TO AZIMUTH MARK 92 011 1 P CO ON THE RIGHT.
 MB2607'
 MB2607'STATION MARKS, STAMPED---92-007-1 1977---, ARE PORTAGE COUNTY
 MB2607'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2607'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2607'SURFACE.  IT IS 60.0 FEET WEST OF A TWIN TRUNKED
 MB2607'12-INCH OAK TREE, 52.6 FEET NORTHEAST OF AN 8-INCH WILD CHERRY
 MB2607'TREE, AND 15.5 FEET NORTH OF THE CENTERLINE OF MELOY ROAD.
 MB2607'THE UNDERGROUND DISK IS SET IN AN
 MB2607'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2607'SURFACE.
 MB2607'
 MB2607'AZIMUTH MARK 92 011 1 P CO, STAMPED---92-011-1 1977---, IS A
 MB2607'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2607'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2607'SURFACE.  IT IS 96.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MB2607'AN OLD WOODEN MILK HOUSE, 71.9 FEET SOUTHEAST OF TELEPHONE AND
 MB2607'POWER POLE NUMBER BR 815, 16.4 FEET SOUTH OF THE CENTERLINE OF
 MB2607'MELOY ROAD, AND 9.5 FEET NORTH OF AN
 MB2607'OLD BARN FOUNDATION.
 MB2607'
 MB2607'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2607'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2607'
 MB2607'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2601 ***********************************************************************
 MB2601  DESIGNATION -  92 011 1 P CO
 MB2601  PID         -  MB2601
 MB2601  STATE/COUNTY-  OH/PORTAGE
 MB2601  USGS QUAD   -  KENT (1994)
 MB2601
 MB2601                         *CURRENT SURVEY CONTROL
 MB2601  ___________________________________________________________________
 MB2601* NAD 83(1995)-  41 07 33.92770(N)    081 19 00.92011(W)     ADJUSTED  
 MB2601* NAVD 88     -       339.     (meters)    1112.     (feet)  VERTCON   
 MB2601  ___________________________________________________________________
 MB2601  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 MB2601  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB2601
 MB2601  HORZ ORDER  -  SECOND
 MB2601
 MB2601.The horizontal coordinates were established by classical geodetic methods
 MB2601.and adjusted by the National Geodetic Survey in April 1998..
 MB2601
 MB2601.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2601
 MB2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2601
 MB2601.The geoid height was determined by GEOID03.
 MB2601
 MB2601;                    North         East     Units Scale Factor Converg.
 MB2601;SPC OH N     -   162,737.080   699,339.489   MT  0.99993966   +0 46 38.0
 MB2601;UTM  17      - 4,552,802.907   473,397.194   MT  0.99960871   -0 12 30.4
 MB2601
 MB2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2601!SPC OH N     -   0.99995211  x   0.99993966  =   0.99989177
 MB2601!UTM  17      -   0.99995211  x   0.99960871  =   0.99956084
 MB2601
 MB2601                          SUPERSEDED SURVEY CONTROL
 MB2601
 MB2601  NAD 83(1986)-  41 07 33.93479(N)    081 19 00.92340(W) AD(       ) 2
 MB2601  NAD 27      -  41 07 33.72779(N)    081 19 01.54210(W) AD(       ) 2
 MB2601  NGVD 29 (07/19/86)  339.     (m)         1112.     (f) VERT ANG       
 MB2601
 MB2601.Superseded values are not recommended for survey control.
 MB2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2601.See file dsdata.txt to determine how the superseded data were derived.
 MB2601
 MB2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7339752803(NAD 83)
 MB2601_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2601+STABILITY: SURFACE MOTION
 MB2601
 MB2601  HISTORY     - Date     Condition        Report By
 MB2601  HISTORY     - 1977     MONUMENTED       OH-133
 MB2601
 MB2601                          STATION DESCRIPTION
 MB2601
 MB2601'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2601'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF ROOTSTOWN, 2-1/2
 MB2601'MILES SOUTHEAST OF KENT, 2-1/4 MILES NORTH OF BRIMFIELD, AND ON
 MB2601'THE RIGHT-OF-WAY OF MELOY ROAD, TOWNSHIP HIGHWAY 92.
 MB2601'
 MB2601'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
 MB2601'AND 43 IN KENT, GO SOUTH ON STATE ROUTE 43 FOR 0.35 MILE TO
 MB2601'THE INTERSECTION OF MELOY ROAD.  TURN LEFT
 MB2601'AND GO EAST ON MELOY ROAD FOR 2.0 MILES TO THE STATION ON THE
 MB2601'RIGHT.
 MB2601'
 MB2601'STATION MARK, STAMPED---92-011-1 1977---, IS A PORTAGE COUNTY
 MB2601'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2601'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 96.8 FEET
 MB2601'SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD WOODEN MILK HOUSE,
 MB2601'71.9 FEET SOUTHEAST OF TELEPHONE AND POWER POLE NUMBER BR 815,
 MB2601'16.4 FEET SOUTH OF THE CENTERLINE OF MELOY ROAD,
 MB2601'AND 9.5 FEET NORTH OF AN OLD BARN FOUNDATION.
 MB2601'
 MB2601'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2601'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2601'STATION 92 007 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2601'
 MB2601'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2717 ***********************************************************************
 MB2717  DESIGNATION -  92 020 1 P CO
 MB2717  PID         -  MB2717
 MB2717  STATE/COUNTY-  OH/PORTAGE
 MB2717  USGS QUAD   -  AKRON EAST (1964)
 MB2717
 MB2717                         *CURRENT SURVEY CONTROL
 MB2717  ___________________________________________________________________
 MB2717* NAD 83(1995)-  41 06 36.16162(N)    081 22 34.83583(W)     ADJUSTED  
 MB2717* NAVD 88     -       339.7    (meters)    1114.     (feet)  GPS OBS   
 MB2717  ___________________________________________________________________
 MB2717  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MB2717  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB2717
 MB2717  HORZ ORDER  -  FIRST
 MB2717
 MB2717.The horizontal coordinates were established by GPS observations
 MB2717.and adjusted by the National Geodetic Survey in April 1998..
 MB2717
 MB2717.The orthometric height was determined by GPS observations and a
 MB2717.high-resolution geoid model.
 MB2717
 MB2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2717
 MB2717.The geoid height was determined by GEOID03.
 MB2717
 MB2717;                    North         East     Units Scale Factor Converg.
 MB2717;SPC OH N     -   160,889.331   694,373.323   MT  0.99993941   +0 44 17.5
 MB2717;UTM  17      - 4,551,041.440   468,401.623   MT  0.99961229   -0 14 50.8
 MB2717
 MB2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2717!SPC OH N     -   0.99995197  x   0.99993941  =   0.99989139
 MB2717!UTM  17      -   0.99995197  x   0.99961229  =   0.99956428
 MB2717
 MB2717:                Primary Azimuth Mark                     Grid Az
 MB2717:SPC OH N     -  92 035 1 P CO                            179 05 29.7
 MB2717:UTM  17      -  92 035 1 P CO                            180 04 38.0
 MB2717
 MB2717|---------------------------------------------------------------------|
 MB2717| PID    Reference Object                     Distance      Geod. Az  |
 MB2717|                                                           dddmmss.s |
 MB2717| MB2716 92 035 1 P CO                       APPROX. 1.0 KM 1794947.2 |
 MB2717| MB2720 92 020 2 P CO                       APPROX. 0.9 KM 3474751.9 |
 MB2717|---------------------------------------------------------------------|
 MB2717
 MB2717                          SUPERSEDED SURVEY CONTROL
 MB2717
 MB2717  NAD 83(1986)-  41 06 36.16849(N)    081 22 34.83889(W) AD(       ) 1
 MB2717  NAD 83(1986)-  41 06 36.17012(N)    081 22 34.84066(W) AD(       ) 2
 MB2717  NAD 27      -  41 06 35.96130(N)    081 22 35.45088(W) AD(       ) 2
 MB2717  NGVD 29 (07/19/86)  339.9    (m)         1115.     (f) VERT ANG       
 MB2717
 MB2717.Superseded values are not recommended for survey control.
 MB2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2717.See file dsdata.txt to determine how the superseded data were derived.
 MB2717
 MB2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6840251041(NAD 83)
 MB2717_MARKER: DD = SURVEY DISK
 MB2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2717_STAMPING: 092-020-1 1977
 MB2717_MARK LOGO: OH-133
 MB2717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB2717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2717+STABILITY: SURFACE MOTION
 MB2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2717+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1992
 MB2717
 MB2717  HISTORY     - Date     Condition        Report By
 MB2717  HISTORY     - 1977     MONUMENTED       OH-133
 MB2717  HISTORY     - 19921201 GOOD             OH3880
 MB2717
 MB2717                          STATION DESCRIPTION
 MB2717
 MB2717'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2717'THE STATION IS ABOUT 4-1/4 MILES NORTHEAST OF MOGADORE, 3-1/4
 MB2717'MILES SOUTHWEST OF KENT, 1-3/4 MILES NORTHWEST OF BRIMFIELD,
 MB2717'AND ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY 81, MOGADORE ROAD.
 MB2717'
 MB2717'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2717'AND 261 IN KENT, GO WEST ON STATE ROUTE 261 FOR 1.05 MILES
 MB2717'TO THE INTERSECTION OF MOGADORE ROAD.  TURN LEFT
 MB2717'ON MOGADORE ROAD AND GO SOUTH FOR 1.2 MILES
 MB2717'TO THE INTERSECTION OF TOWNSHIP HIGHWAY 83, HOWE ROAD, AND
 MB2717'AZIMUTH MARK 92 020 2 P CO ON THE SOUTHWEST CORNER OF THE
 MB2717'INTERSECTION.  CONTINUE SOUTH ON MOGADORE ROAD FOR
 MB2717'0.5 MILE TO THE STATION ON THE LEFT.  CONTINUE SOUTHWEST ON
 MB2717'MOGADORE ROAD FOR 0.65 MILE TO AZIMUTH MARK
 MB2717'92 035 1 P CO ON THE LEFT.
 MB2717'
 MB2717'STATION MARKS, STAMPED---92-020-1 1977---, ARE PORTAGE COUNTY
 MB2717'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2717'CYLINDRICAL CONCRETE POST THAT IS 3 INCHES BELOW THE GROUND
 MB2717'SURFACE.  IT IS ABOUT 370 FEET NORTH OF THE CENTER OF ASPHALT
 MB2717'DRIVE LEADING TO MFX TRUCKING COMPANY, ADDRESS NUMBER 4341,
 MB2717'130.7 FEET SOUTH OF TELEPHONE AND POWER POLE NUMBER BR 90264,
 MB2717'93.0 FEET NORTH OF TELEPHONE AND POWER POLE NUMBER 2057, 17.3
 MB2717'FEET EAST OF A MONUMENT BOX IN MOGADORE ROAD,
 MB2717'16.5 FEET EAST OF THE CENTERLINE OF MOGADORE ROAD, AND 12.7
 MB2717'FEET WEST OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 MB2717'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2717'SURFACE.
 MB2717'
 MB2717'AZIMUTH MARK 92 020 2 P CO, STAMPED---92-020-2 1977---, IS A
 MB2717'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2717'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2717'SURFACE.  IT IS 37.6 FEET SOUTHEAST OF TELEPHONE POLE NUMBER
 MB2717'57/10 3/4, 35.8 FEET SOUTHWEST OF A MONUMENT BOX IN THE
 MB2717'INTERSECTION OF MOGADORE ROAD AND
 MB2717'HOWE ROAD, 30.6 FEET SOUTH OF THE CENTERLINE OF
 MB2717'HOWE ROAD, AND 27.5 FEET WEST OF THE CENTERLINE OF
 MB2717'MOGADORE ROAD.
 MB2717'
 MB2717'AZIMUTH MARK 92 035 1 P CO, STAMPED---92-035-1 1977---, IS A
 MB2717'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2717'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2717'SURFACE.  IT IS 85.0 FEET SOUTHWEST OF THE SOUTHWEST WOOD POST
 MB2717'ON INTERSTATE 76 RIGHT-OF-WAY FENCE, 72.6 FEET EAST OF THE
 MB2717'CENTERLINE OF MOGADORE ROAD, 59.2 FEET SOUTH
 MB2717'OF TELEPHONE AND POWER POLE NUMBER 77/23, AND 17 FEET NORTH OF
 MB2717'THE CENTERLINE OF EXIT RAMP OFF INTERSTATE 76.
 MB2717'
 MB2717'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2717'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2717'
 MB2717'DESCRIBED BY F.J. PINTER
 MB2717
 MB2717                          STATION RECOVERY (1992)
 MB2717
 MB2717'RECOVERY NOTE BY CITY OF KENT OHIO 1992 (BW)
 MB2717'THE STATION IS LOCATED ABOUT 2.9 MI SOUTHWEST OF KENT CITY HALL AND
 MB2717'ABOUT 0.4 MI NORTH OF THE JUNCTION OF I-76 AND MOGADORE ROAD. TO REACH
 MB2717'THE STATION FROM THE JUNCTION OF STATE ROUTES 261 AND 43 ABOUT 1.1 MI
 MB2717'SOUTH OF KENT CITY HALL, TRAVEL WEST ON STATE ROUTE 261 ABOUT 1.0 MI
 MB2717'TO THE INTERSECTION OF MOGADORE ROAD. TURN LEFT ON MOGADORE ROAD AND
 MB2717'TRAVEL SOUTH ABOUT 1.9 MI TO THE STATION ON THE LEFT. THE STATION MARK
 MB2717'IS A STANDARD PORTAGE COUNTY SURVEY MARK BRONZE DISK STAMPED 092-020-1
 MB2717'SET IN A CONCRETE MASS FLUSH WITH THE SURFACE. IT IS OPPOSITE A
 MB2717'MONUMENT BOX ASSEMBLY AT THE PC OF A CURVE IN THE CENTERLINE OF THE
 MB2717'MOGADORE ROAD PAVEMENT. IT IS ABOUT 17.5 FT EAST OF SAID MONUMENT BOX,
 MB2717'ABOUT 93.8 FT NORTH OF UTILITY POLE NO. 61BD/4-7 AND ABOUT 129 FT
 MB2717'SOUTH OF UTILITY POLE NO. 17/12. IT IS ABOUT 4.5 FT EAST OF THE EAST
 MB2717'EDGE OF PAVEMENT. STATION MARK BR-17-01 ABOUT 0.6 MI TO THE NORTHWEST
 MB2717'ALONG MOGADORE ROAD MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2720 ***********************************************************************
 MB2720  DESIGNATION -  92 020 2 P CO
 MB2720  PID         -  MB2720
 MB2720  STATE/COUNTY-  OH/PORTAGE
 MB2720  USGS QUAD   -  AKRON EAST (1964)
 MB2720
 MB2720                         *CURRENT SURVEY CONTROL
 MB2720  ___________________________________________________________________
 MB2720* NAD 83(1995)-  41 07 03.81668(N)    081 22 42.74387(W)     ADJUSTED  
 MB2720* NAVD 88     -       338.     (meters)    1109.     (feet)  VERTCON   
 MB2720  ___________________________________________________________________
 MB2720  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 MB2720  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB2720
 MB2720  HORZ ORDER  -  SECOND
 MB2720
 MB2720.The horizontal coordinates were established by classical geodetic methods
 MB2720.and adjusted by the National Geodetic Survey in April 1998..
 MB2720
 MB2720.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2720
 MB2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2720
 MB2720.The geoid height was determined by GEOID03.
 MB2720
 MB2720;                    North         East     Units Scale Factor Converg.
 MB2720;SPC OH N     -   161,739.963   694,177.870   MT  0.99993952   +0 44 12.3
 MB2720;UTM  17      - 4,551,895.029   468,220.891   MT  0.99961243   -0 14 56.2
 MB2720
 MB2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2720!SPC OH N     -   0.99995226  x   0.99993952  =   0.99989179
 MB2720!UTM  17      -   0.99995226  x   0.99961243  =   0.99956471
 MB2720
 MB2720                          SUPERSEDED SURVEY CONTROL
 MB2720
 MB2720  NAD 83(1986)-  41 07 03.82526(N)    081 22 42.74817(W) AD(       ) 2
 MB2720  NAD 27      -  41 07 03.61670(N)    081 22 43.35849(W) AD(       ) 2
 MB2720  NGVD 29 (07/19/86)  338.     (m)         1109.     (f) VERT ANG       
 MB2720
 MB2720.Superseded values are not recommended for survey control.
 MB2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2720.See file dsdata.txt to determine how the superseded data were derived.
 MB2720
 MB2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6822151895(NAD 83)
 MB2720_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2720+STABILITY: SURFACE MOTION
 MB2720
 MB2720  HISTORY     - Date     Condition        Report By
 MB2720  HISTORY     - 1977     MONUMENTED       OH-133
 MB2720
 MB2720                          STATION DESCRIPTION
 MB2720
 MB2720'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2720'THE STATION IS ABOUT 4-3/4 MILES NORTHEAST OF MOGADORE, 2-3/4
 MB2720'MILES SOUTHWEST OF KENT, 2 MILES NORTHWEST OF BRIMFIELD, AND ON
 MB2720'THE RIGHT-OF-WAY OF COUNTY HIGHWAY 81, MOGADORE ROAD.
 MB2720'
 MB2720'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2720'AND 261 IN KENT, GO WEST ON STATE ROUTE 261 FOR 1.05 MILES
 MB2720'TO THE INTERSECTION OF MOGADORE ROAD.  TURN LEFT
 MB2720'ON MOGADORE ROAD AND GO SOUTH FOR 1.2 MILES
 MB2720'TO THE INTERSECTION OF TOWNSHIP HIGHWAY 83, HOWE ROAD, AND THE
 MB2720'STATION ON THE SOUTHWEST CORNER OF THE INTERSECTION.
 MB2720'
 MB2720'STATION MARK, STAMPED---92-020-2 1977---, IS A PORTAGE COUNTY
 MB2720'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2720'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 37.6 FEET
 MB2720'SOUTHEAST OF TELEPHONE POLE NUMBER 57/10 3/4, 35.8 FEET
 MB2720'SOUTHWEST OF A MONUMENT BOX IN THE INTERSECTION OF
 MB2720'MOGADORE ROAD AND HOWE ROAD,
 MB2720'30.6 FEET SOUTH OF THE CENTERLINE OF HOWE ROAD, AND 27.5
 MB2720'FEET WEST OF THE CENTERLINE OF MOGADORE
 MB2720'ROAD.
 MB2720'
 MB2720'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2720'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2720'STATION 92 020 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2720'
 MB2720'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2665 ***********************************************************************
 MB2665  DESIGNATION -  92 029 1 P CO
 MB2665  PID         -  MB2665
 MB2665  STATE/COUNTY-  OH/PORTAGE
 MB2665  USGS QUAD   -  SUFFIELD (1994)
 MB2665
 MB2665                         *CURRENT SURVEY CONTROL
 MB2665  ___________________________________________________________________
 MB2665* NAD 83(1995)-  41 05 59.06271(N)    081 18 38.45394(W)     ADJUSTED  
 MB2665* NAVD 88     -       336.9    (meters)    1105.     (feet)  VERTCON   
 MB2665  ___________________________________________________________________
 MB2665  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MB2665  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB2665
 MB2665  HORZ ORDER  -  SECOND
 MB2665
 MB2665.The horizontal coordinates were established by classical geodetic methods
 MB2665.and adjusted by the National Geodetic Survey in April 1998..
 MB2665
 MB2665.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2665
 MB2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2665
 MB2665.The geoid height was determined by GEOID03.
 MB2665
 MB2665;                    North         East     Units Scale Factor Converg.
 MB2665;SPC OH N     -   159,818.174   699,903.365   MT  0.99993930   +0 46 52.8
 MB2665;UTM  17      - 4,549,875.703   473,910.608   MT  0.99960838   -0 12 15.2
 MB2665
 MB2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2665!SPC OH N     -   0.99995241  x   0.99993930  =   0.99989171
 MB2665!UTM  17      -   0.99995241  x   0.99960838  =   0.99956080
 MB2665
 MB2665:                Primary Azimuth Mark                     Grid Az
 MB2665:SPC OH N     -  92 045 1 P CO                            091 17 28.4
 MB2665:UTM  17      -  92 045 1 P CO                            092 16 36.4
 MB2665
 MB2665|---------------------------------------------------------------------|
 MB2665| PID    Reference Object                     Distance      Geod. Az  |
 MB2665|                                                           dddmmss.s |
 MB2665| MB2660 92 045 1 P CO                       APPROX. 0.6 KM 0920421.2 |
 MB2665| MB2669 92 044 1 P CO                       APPROX. 0.8 KM 2693845.3 |
 MB2665|---------------------------------------------------------------------|
 MB2665
 MB2665                          SUPERSEDED SURVEY CONTROL
 MB2665
 MB2665  NAD 83(1986)-  41 05 59.06923(N)    081 18 38.45712(W) AD(       ) 2
 MB2665  NAD 27      -  41 05 58.86190(N)    081 18 39.07522(W) AD(       ) 2
 MB2665  NGVD 29 (07/19/86)  337.1    (m)         1106.     (f) VERT ANG       
 MB2665
 MB2665.Superseded values are not recommended for survey control.
 MB2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2665.See file dsdata.txt to determine how the superseded data were derived.
 MB2665
 MB2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7391149876(NAD 83)
 MB2665_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2665+STABILITY: SURFACE MOTION
 MB2665
 MB2665  HISTORY     - Date     Condition        Report By
 MB2665  HISTORY     - 1977     MONUMENTED       OH-133
 MB2665
 MB2665                          STATION DESCRIPTION
 MB2665
 MB2665'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2665'THE STATION IS ABOUT 5-3/4 MILES SOUTHWEST OF RAVENNA, 3-3/4
 MB2665'MILES WEST OF ROOTSTOWN, 1-3/4 MILES EAST OF BRIMFIELD,
 MB2665'AND ON THE RIGHT-OF-WAY OF TALLMADGE ROAD, COUNTY HIGHWAY 18.
 MB2665'
 MB2665'TO REACH THE STATION FROM BRIMFIELD AT THE
 MB2665'INTERSECTION OF STATE ROUTE 43 AND COUNTY HIGHWAY 18, TALLMADGE
 MB2665'ROAD, GO EAST ON COUNTY HIGHWAY 18 FOR 1.4 MILES TO AZIMUTH
 MB2665'MARK 92 044 1 P CO ON THE RIGHT.  CONTINUE EAST ON COUNTY
 MB2665'HIGHWAY 18 FOR 0.5 MILE TO THE STATION ON THE LEFT.  CONTINUE
 MB2665'EAST ON COUNTY HIGHWAY 18 FOR 0.35 MILE TO AZIMUTH MARK
 MB2665'92 045 1 P CO ON THE RIGHT.
 MB2665'
 MB2665'STATION MARKS, STAMPED---92-029-1 1977---, ARE PORTAGE COUNTY
 MB2665'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2665'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2665'SURFACE.  IT IS 68.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MB2665'THE BRICK FOUNDATION OF A HOUSE PORCH, ADDRESS NUMBER
 MB2665'2275, 25.0 FEET NORTH OF THE CENTERLINE OF TALLMADGE ROAD,
 MB2665'21.3 FEET EAST OF TELEPHONE POLE NUMBER 13/40, AND 5.3 FEET
 MB2665'SOUTHEAST OF AN IRON PROPERTY PIN.  THE UNDERGROUND DISK IS
 MB2665'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 MB2665'GROUND SURFACE.
 MB2665'
 MB2665'AZIMUTH MARK 92 044 1 P CO, STAMPED---92-044-1 1977---, IS A
 MB2665'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2665'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2665'SURFACE.  IT IS 76.4 FEET NORTH OF A UTILITY POLE NUMBER BR
 MB2665'2165, 44.7 FEET NORTHEAST OF A 6-INCH MAPLE TREE, 36.6 FEET
 MB2665'EAST OF TELEPHONE AND POWER POLE NUMBER BR 467, 26.8 FEET SOUTH
 MB2665'OF THE CENTERLINE OF TALLMADGE ROAD, AND
 MB2665'3 FEET WEST OF THE GRAVEL DRIVE GOING TO LARGE TWO STORY HOUSE
 MB2665'SET ABOUT 300 FEET BACK FROM THE ROAD.
 MB2665'
 MB2665'AZIMUTH MARK 92 045 1 P CO, STAMPED---92-045-1 1977---, IS A
 MB2665'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2665'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2665'SURFACE.  IT IS 38.5 FEET NORTHEAST OF AN 8-INCH PINE TREE, 24.3
 MB2665'FEET SOUTH OF THE CENTERLINE OF TALLMADGE ROAD,
 MB2665'20.2 FEET NORTHEAST OF AN 8-INCH SHAGGY BARK PINE TREE, AND
 MB2665'19.4 FEET NORTHWEST OF THE THIRD FENCE POST FROM DRIVE, AND 6.9
 MB2665'FEET NORTHEAST OF THE FIFTH FENCE POST.
 MB2665'
 MB2665'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2665'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2665'
 MB2665'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2716 ***********************************************************************
 MB2716  DESIGNATION -  92 035 1 P CO
 MB2716  PID         -  MB2716
 MB2716  STATE/COUNTY-  OH/PORTAGE
 MB2716  USGS QUAD   -  AKRON EAST (1964)
 MB2716
 MB2716                         *CURRENT SURVEY CONTROL
 MB2716  ___________________________________________________________________
 MB2716* NAD 83(1995)-  41 06 05.14066(N)    081 22 34.71400(W)     ADJUSTED  
 MB2716* NAVD 88     -       337.     (meters)    1106.     (feet)  VERTCON   
 MB2716  ___________________________________________________________________
 MB2716  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MB2716  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB2716
 MB2716  HORZ ORDER  -  SECOND
 MB2716
 MB2716.The horizontal coordinates were established by classical geodetic methods
 MB2716.and adjusted by the National Geodetic Survey in April 1998..
 MB2716
 MB2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2716
 MB2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2716
 MB2716.The geoid height was determined by GEOID03.
 MB2716
 MB2716;                    North         East     Units Scale Factor Converg.
 MB2716;SPC OH N     -   159,932.543   694,388.494   MT  0.99993931   +0 44 17.6
 MB2716;UTM  17      - 4,550,084.846   468,400.334   MT  0.99961229   -0 14 50.6
 MB2716
 MB2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2716!SPC OH N     -   0.99995242  x   0.99993931  =   0.99989173
 MB2716!UTM  17      -   0.99995242  x   0.99961229  =   0.99956473
 MB2716
 MB2716                          SUPERSEDED SURVEY CONTROL
 MB2716
 MB2716  NAD 83(1986)-  41 06 05.14916(N)    081 22 34.71944(W) AD(       ) 2
 MB2716  NAD 27      -  41 06 04.93999(N)    081 22 35.32926(W) AD(       ) 2
 MB2716  NGVD 29 (07/19/86)  337.     (m)         1106.     (f) VERT ANG       
 MB2716
 MB2716.Superseded values are not recommended for survey control.
 MB2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2716.See file dsdata.txt to determine how the superseded data were derived.
 MB2716
 MB2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6840050085(NAD 83)
 MB2716_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2716+STABILITY: SURFACE MOTION
 MB2716
 MB2716  HISTORY     - Date     Condition        Report By
 MB2716  HISTORY     - 1977     MONUMENTED       OH-133
 MB2716
 MB2716                          STATION DESCRIPTION
 MB2716
 MB2716'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2716'THE STATION IS ABOUT 3-3/4 MILES NORTHEAST OF MOGADORE, 3-3/4
 MB2716'MILES SOUTHWEST OF KENT, 1-1/2 MILES NORTHWEST OF BRIMFIELD,
 MB2716'AND ON THE RIGHT-OF-WAY OF COUNTY HIGHWAY 81, MOGADORE ROAD.
 MB2716'
 MB2716'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2716'AND 261 IN KENT, GO WEST ON STATE ROUTE 261 FOR 1.05 MILES
 MB2716'TO THE INTERSECTION OF MOGADORE ROAD.  TURN LEFT
 MB2716'AND GO SOUTH ON MOGADORE ROAD FOR 2.35
 MB2716'MILES TO THE STATION ON THE LEFT.
 MB2716'
 MB2716'STATION MARK, STAMPED---92-035-1 1977---, IS A PORTAGE COUNTY
 MB2716'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2716'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 85.0 FEET
 MB2716'SOUTHEAST OF THE SOUTHWEST WOOD POST ON INTERSTATE 76
 MB2716'RIGHT-OF-WAY FENCE, 72.6 FEET EAST OF THE CENTERLINE OF
 MB2716'MOGADORE ROAD, 59.2 FEET SOUTH OF TELEPHONE AND POWER POLE
 MB2716'NUMBER 77/23, AND 17 FEET NORTH OF THE CENTERLINE OF EXIT RAMP
 MB2716'OFF INTERSTATE 76.
 MB2716'
 MB2716'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2716'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2716'STATION 92 020 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2716'
 MB2716'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2669 ***********************************************************************
 MB2669  DESIGNATION -  92 044 1 P CO
 MB2669  PID         -  MB2669
 MB2669  STATE/COUNTY-  OH/PORTAGE
 MB2669  USGS QUAD   -  SUFFIELD (1994)
 MB2669
 MB2669                         *CURRENT SURVEY CONTROL
 MB2669  ___________________________________________________________________
 MB2669* NAD 83(1995)-  41 05 58.90680(N)    081 19 11.52171(W)     ADJUSTED  
 MB2669* NAVD 88     -       345.     (meters)    1132.     (feet)  VERTCON   
 MB2669  ___________________________________________________________________
 MB2669  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 MB2669  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB2669
 MB2669  HORZ ORDER  -  SECOND
 MB2669
 MB2669.The horizontal coordinates were established by classical geodetic methods
 MB2669.and adjusted by the National Geodetic Survey in April 1998..
 MB2669
 MB2669.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2669
 MB2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2669
 MB2669.The geoid height was determined by GEOID03.
 MB2669
 MB2669;                    North         East     Units Scale Factor Converg.
 MB2669;SPC OH N     -   159,802.884   699,131.891   MT  0.99993930   +0 46 31.0
 MB2669;UTM  17      - 4,549,873.685   473,139.240   MT  0.99960888   -0 12 37.0
 MB2669
 MB2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2669!SPC OH N     -   0.99995117  x   0.99993930  =   0.99989047
 MB2669!UTM  17      -   0.99995117  x   0.99960888  =   0.99956006
 MB2669
 MB2669                          SUPERSEDED SURVEY CONTROL
 MB2669
 MB2669  NAD 83(1986)-  41 05 58.91335(N)    081 19 11.52489(W) AD(       ) 2
 MB2669  NAD 27      -  41 05 58.70582(N)    081 19 12.14192(W) AD(       ) 2
 MB2669  NGVD 29 (07/19/86)  345.     (m)         1132.     (f) VERT ANG       
 MB2669
 MB2669.Superseded values are not recommended for survey control.
 MB2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2669.See file dsdata.txt to determine how the superseded data were derived.
 MB2669
 MB2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7313949874(NAD 83)
 MB2669_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2669+STABILITY: SURFACE MOTION
 MB2669
 MB2669  HISTORY     - Date     Condition        Report By
 MB2669  HISTORY     - 1977     MONUMENTED       OH-133
 MB2669
 MB2669                          STATION DESCRIPTION
 MB2669
 MB2669'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2669'THE STATION IS ABOUT 6 MILES SOUTHWEST OF RAVENNA, 4-1/4 MILES
 MB2669'WEST OF ROOTSTOWN, 1-1/4 MILES EAST OF BRIMFIELD, AND
 MB2669'ON THE RIGHT-OF-WAY OF TALLMADGE ROAD, COUNTY HIGHWAY 18.
 MB2669'
 MB2669'TO REACH THE STATION FROM BRIMFIELD AT THE
 MB2669'INTERSECTION OF STATE ROUTE 43 AND TALLMADGE
 MB2669'ROAD, GO EAST ON COUNTY HIGHWAY 18 FOR 1.4 MILES TO THE
 MB2669'STATION ON THE RIGHT.
 MB2669'
 MB2669'STATION MARK, STAMPED---92-044-1 1977---, IS A PORTAGE COUNTY
 MB2669'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2669'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 76.4 FEET
 MB2669'NORTH OF UTILITY POLE NUMBER BR 2165, 44.7 FEET NORTHEAST OF
 MB2669'A 6-INCH MAPLE TREE, 36.6 FEET EAST OF TELEPHONE AND POWER POLE
 MB2669'NUMBER BR 467, 26.8 FEET SOUTH OF THE CENTERLINE OF
 MB2669'TALLMADGE ROAD, AND 3 FEET WEST OF THE GRAVEL DRIVE
 MB2669'GOING TO LARGE TWO STORY HOUSE SET ABOUT 300 FEET BACK FROM
 MB2669'THE ROAD.
 MB2669'
 MB2669'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2669'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2669'STATION 92 029 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2669'
 MB2669'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2660 ***********************************************************************
 MB2660  DESIGNATION -  92 045 1 P CO
 MB2660  PID         -  MB2660
 MB2660  STATE/COUNTY-  OH/PORTAGE
 MB2660  USGS QUAD   -  SUFFIELD (1994)
 MB2660
 MB2660                         *CURRENT SURVEY CONTROL
 MB2660  ___________________________________________________________________
 MB2660* NAD 83(1995)-  41 05 58.37887(N)    081 18 13.50100(W)     ADJUSTED  
 MB2660* NAVD 88     -       337.     (meters)    1106.     (feet)  VERTCON   
 MB2660  ___________________________________________________________________
 MB2660  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MB2660  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB2660
 MB2660  HORZ ORDER  -  SECOND
 MB2660
 MB2660.The horizontal coordinates were established by classical geodetic methods
 MB2660.and adjusted by the National Geodetic Survey in April 1998..
 MB2660
 MB2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2660
 MB2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2660
 MB2660.The geoid height was determined by GEOID03.
 MB2660
 MB2660;                    North         East     Units Scale Factor Converg.
 MB2660;SPC OH N     -   159,805.044   700,485.856   MT  0.99993929   +0 47 09.2
 MB2660;UTM  17      - 4,549,852.564   474,492.595   MT  0.99960801   -0 11 58.8
 MB2660
 MB2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2660!SPC OH N     -   0.99995242  x   0.99993929  =   0.99989171
 MB2660!UTM  17      -   0.99995242  x   0.99960801  =   0.99956045
 MB2660
 MB2660                          SUPERSEDED SURVEY CONTROL
 MB2660
 MB2660  NAD 83(1986)-  41 05 58.38536(N)    081 18 13.50418(W) AD(       ) 2
 MB2660  NAD 27      -  41 05 58.17817(N)    081 18 14.12308(W) AD(       ) 2
 MB2660  NGVD 29 (07/19/86)  337.     (m)         1106.     (f) VERT ANG       
 MB2660
 MB2660.Superseded values are not recommended for survey control.
 MB2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2660.See file dsdata.txt to determine how the superseded data were derived.
 MB2660
 MB2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7449349853(NAD 83)
 MB2660_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2660+STABILITY: SURFACE MOTION
 MB2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2660+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 MB2660
 MB2660  HISTORY     - Date     Condition        Report By
 MB2660  HISTORY     - 1977     MONUMENTED       OH-133
 MB2660  HISTORY     - 20060201 GOOD             GEOCAC
 MB2660
 MB2660                          STATION DESCRIPTION
 MB2660
 MB2660'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2660'THE STATION IS ABOUT 5-1/4 MILES SOUTHWEST OF RAVENNA, 3-1/4
 MB2660'MILES WEST OF ROOTSTOWN, 2-1/4 MILES EAST OF BRIMFIELD,
 MB2660'AND ON THE RIGHT-OF-WAY OF TALLMADGE ROAD, COUNTY HIGHWAY 18.
 MB2660'
 MB2660'TO REACH THE STATION FROM BRIMFIELD AT THE
 MB2660'INTERSECTION OF STATE ROUTE 43 AND TALLMADGE
 MB2660'ROAD, GO EAST ON TALLMADGE ROAD FOR 2.25 MILES TO THE
 MB2660'STATION ON THE RIGHT.
 MB2660'
 MB2660'STATION MARK, STAMPED---92-045-1 1977---, IS A PORTAGE COUNTY
 MB2660'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2660'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 38.5 FEET
 MB2660'NORTHEAST OF AN 8-INCH PINE TREE, 24.3 FEET SOUTH OF THE
 MB2660'CENTERLINE OF TALLMADGE ROAD, 20.2 FEET NORTHEAST OF AN
 MB2660'8-INCH SHAGGY BARK PINE TREE, 19.4 FEET NORTHWEST OF THE THIRD
 MB2660'FENCE POST FROM DRIVE, AND 6.9 FEET NORTHEAST OF THE FIFTH
 MB2660'FENCE POST.
 MB2660'
 MB2660'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2660'LIGHT ABOVE STATION MARK WAS 1.3 METERS.
 MB2660'STATION 92 029 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2660'
 MB2660'DESCRIBED BY F.J. PINTER.
 MB2660
 MB2660                          STATION RECOVERY (2006)
 MB2660
 MB2660'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2666 ***********************************************************************
 MB2666  DESIGNATION -  92 047 1 P CO
 MB2666  PID         -  MB2666
 MB2666  STATE/COUNTY-  OH/PORTAGE
 MB2666  USGS QUAD   -  SUFFIELD (1994)
 MB2666
 MB2666                         *CURRENT SURVEY CONTROL
 MB2666  ___________________________________________________________________
 MB2666* NAD 83(1995)-  41 04 57.35877(N)    081 18 41.61221(W)     ADJUSTED  
 MB2666* NAVD 88     -       346.     (meters)    1135.     (feet)  VERTCON   
 MB2666  ___________________________________________________________________
 MB2666  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 MB2666  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB2666
 MB2666  HORZ ORDER  -  SECOND
 MB2666
 MB2666.The horizontal coordinates were established by classical geodetic methods
 MB2666.and adjusted by the National Geodetic Survey in April 1998..
 MB2666
 MB2666.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2666
 MB2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2666
 MB2666.The geoid height was determined by GEOID03.
 MB2666
 MB2666;                    North         East     Units Scale Factor Converg.
 MB2666;SPC OH N     -   157,913.969   699,855.611   MT  0.99993917   +0 46 50.7
 MB2666;UTM  17      - 4,547,973.231   473,830.136   MT  0.99960843   -0 12 17.1
 MB2666
 MB2666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2666!SPC OH N     -   0.99995101  x   0.99993917  =   0.99989018
 MB2666!UTM  17      -   0.99995101  x   0.99960843  =   0.99955946
 MB2666
 MB2666                          SUPERSEDED SURVEY CONTROL
 MB2666
 MB2666  NAD 83(1986)-  41 04 57.36521(N)    081 18 41.61582(W) AD(       ) 2
 MB2666  NAD 27      -  41 04 57.15724(N)    081 18 42.23290(W) AD(       ) 2
 MB2666  NGVD 29 (07/19/86)  346.     (m)         1135.     (f) VERT ANG       
 MB2666
 MB2666.Superseded values are not recommended for survey control.
 MB2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2666.See file dsdata.txt to determine how the superseded data were derived.
 MB2666
 MB2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7383047973(NAD 83)
 MB2666_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2666+STABILITY: SURFACE MOTION
 MB2666
 MB2666  HISTORY     - Date     Condition        Report By
 MB2666  HISTORY     - 1977     MONUMENTED       OH-133
 MB2666
 MB2666                          STATION DESCRIPTION
 MB2666
 MB2666'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2666'THE STATION IS ABOUT 4 MILES WEST-SOUTHWEST OF ROOTSTOWN,
 MB2666'4-3/4 MILES NORTH-NORTHEAST OF SUFFIELD, 2-1/4 MILES SOUTHEAST OF
 MB2666'BRIMFIELD, AND ON THE RIGHT-OF-WAY OF OLD FORGE ROAD, COUNTY
 MB2666'HIGHWAY 82.
 MB2666'
 MB2666'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 43
 MB2666'AND COUNTY HIGHWAY 18, TALLMADGE ROAD, IN BRIMFIELD, GO SOUTH
 MB2666'ON STATE ROUTE 43 FOR 1.2 MILES TO THE INTERSECTION OF OLD
 MB2666'FORGE ROAD.  TURN LEFT AND GO EAST FOR 1.85
 MB2666'MILES TO THE STATION ON THE NORTHEAST CORNER OF THE
 MB2666'INTERSECTION OF RANFIELD ROAD, COUNTY HIGHWAY 88.
 MB2666'
 MB2666'STATION MARK, STAMPED---92-047-1 1977---, IS A PORTAGE COUNTY
 MB2666'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2666'POST THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2666'153.1 FEET NORTHWEST OF TELEPHONE AND POWER POLE NUMBER 136/2,
 MB2666'62.5 FEET EAST OF TELEPHONE AND POWER POLE NUMBER 137/39, 18.5
 MB2666'FEET EAST OF THE CENTERLINE OF RANFIELD ROAD,
 MB2666'17.8 FEET NORTH OF A MONUMENT BOX IN THE INTERSECTION OF OLD
 MB2666'FORGE ROAD AND RANFIELD ROAD,
 MB2666'AND 12.6 FEET SOUTHWEST OF A 10-INCH TWIN TRUNKED
 MB2666'OAK TREE.
 MB2666'
 MB2666'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2666'LIGHT ABOVE STATION MARK WAS 2.6 METERS.
 MB2666'STATION 92 061 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2666'
 MB2666'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2676 ***********************************************************************
 MB2676  DESIGNATION -  92 049 1 P CO
 MB2676  PID         -  MB2676
 MB2676  STATE/COUNTY-  OH/PORTAGE
 MB2676  USGS QUAD   -  SUFFIELD (1994)
 MB2676
 MB2676                         *CURRENT SURVEY CONTROL
 MB2676  ___________________________________________________________________
 MB2676* NAD 83(1995)-  41 04 58.09849(N)    081 20 13.61809(W)     ADJUSTED  
 MB2676* NAVD 88     -       352.5    (meters)    1156.     (feet)  VERTCON   
 MB2676  ___________________________________________________________________
 MB2676  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MB2676  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB2676
 MB2676  HORZ ORDER  -  SECOND
 MB2676
 MB2676.The horizontal coordinates were established by classical geodetic methods
 MB2676.and adjusted by the National Geodetic Survey in April 1998..
 MB2676
 MB2676.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2676
 MB2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2676
 MB2676.The geoid height was determined by GEOID03.
 MB2676
 MB2676;                    North         East     Units Scale Factor Converg.
 MB2676;SPC OH N     -   157,907.839   697,708.061   MT  0.99993918   +0 45 50.2
 MB2676;UTM  17      - 4,548,004.027   471,683.507   MT  0.99960987   -0 13 17.5
 MB2676
 MB2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2676!SPC OH N     -   0.99994995  x   0.99993918  =   0.99988914
 MB2676!UTM  17      -   0.99994995  x   0.99960987  =   0.99955984
 MB2676
 MB2676:                Primary Azimuth Mark                     Grid Az
 MB2676:SPC OH N     -  92 061 1 P CO                            090 54 48.3
 MB2676:UTM  17      -  92 061 1 P CO                            091 53 56.0
 MB2676
 MB2676|---------------------------------------------------------------------|
 MB2676| PID    Reference Object                     Distance      Geod. Az  |
 MB2676|                                                           dddmmss.s |
 MB2676| MB2673 92 061 1 P CO                       APPROX. 0.7 KM 0914038.5 |
 MB2676|---------------------------------------------------------------------|
 MB2676
 MB2676                          SUPERSEDED SURVEY CONTROL
 MB2676
 MB2676  NAD 83(1986)-  41 04 58.10518(N)    081 20 13.62176(W) AD(       ) 2
 MB2676  NAD 27      -  41 04 57.89659(N)    081 20 14.23581(W) AD(       ) 2
 MB2676  NGVD 29 (07/19/86)  352.7    (m)         1157.     (f) VERT ANG       
 MB2676
 MB2676.Superseded values are not recommended for survey control.
 MB2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2676.See file dsdata.txt to determine how the superseded data were derived.
 MB2676
 MB2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7168448004(NAD 83)
 MB2676_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2676+STABILITY: SURFACE MOTION
 MB2676
 MB2676  HISTORY     - Date     Condition        Report By
 MB2676  HISTORY     - 1977     MONUMENTED       OH-133
 MB2676
 MB2676                          STATION DESCRIPTION
 MB2676
 MB2676'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2676'THE STATION IS ABOUT 4-3/4 MILES WEST-SOUTHWEST OF ROOTSTOWN,
 MB2676'4 MILES NORTH-NORTHEAST OF SUFFIELD, 1-1/2 MILES SOUTHEAST OF
 MB2676'BRIMFIELD, AND ON THE RIGHT-OF-WAY OF OLD FORGE ROAD, COUNTY
 MB2676'HIGHWAY 82.
 MB2676'
 MB2676'TO REACH THE STATION FROM BRIMFIELD AT THE INTERSECTION OF STATE
 MB2676'ROUTE 43 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO SOUTH ON
 MB2676'STATE ROUTE 43 FOR 1.2 MILES TO THE INTERSECTION OF OLD FORGE
 MB2676'ROAD.  TURN LEFT AND GO EAST ON
 MB2676'OLD FORGE ROAD FOR 0.05 MILE TO THE STATION ON THE
 MB2676'LEFT.
 MB2676'
 MB2676'STATION MARK, STAMPED---92-049-1 1977---, IS A PORTAGE COUNTY
 MB2676'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2676'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 56.4 FEET
 MB2676'SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE, ADDRESS NUMBER 1555,
 MB2676'52.2 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SAME HOUSE,
 MB2676'36.4 FEET WEST-SOUTHWEST OF A 10-INCH CHERRY TREE, 23.3 FEET EAST
 MB2676'OF A 5-INCH LOCUST TREE, AND 18.1 FEET NORTH OF THE CENTERLINE
 MB2676'OF OLD FORGE ROAD.
 MB2676'
 MB2676'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2676'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2676'STATION 92 059 1 P CO AND 92 061 1 P CO CAN BE USED AS
 MB2676'AZIMUTH MARKS.
 MB2676'
 MB2676'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2682 ***********************************************************************
 MB2682  DESIGNATION -  92 050 1 P CO
 MB2682  PID         -  MB2682
 MB2682  STATE/COUNTY-  OH/PORTAGE
 MB2682  USGS QUAD   -  SUFFIELD (1994)
 MB2682
 MB2682                         *CURRENT SURVEY CONTROL
 MB2682  ___________________________________________________________________
 MB2682* NAD 83(1995)-  41 05 21.93620(N)    081 20 47.51334(W)     ADJUSTED  
 MB2682* NAVD 88     -       352.     (meters)    1155.     (feet)  VERTCON   
 MB2682  ___________________________________________________________________
 MB2682  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 MB2682  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB2682
 MB2682  HORZ ORDER  -  SECOND
 MB2682
 MB2682.The horizontal coordinates were established by classical geodetic methods
 MB2682.and adjusted by the National Geodetic Survey in April 1998..
 MB2682
 MB2682.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2682
 MB2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2682
 MB2682.The geoid height was determined by GEOID03.
 MB2682
 MB2682;                    North         East     Units Scale Factor Converg.
 MB2682;SPC OH N     -   158,632.588   696,907.284   MT  0.99993921   +0 45 28.0
 MB2682;UTM  17      - 4,548,742.200   470,895.573   MT  0.99961043   -0 13 39.9
 MB2682
 MB2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2682!SPC OH N     -   0.99995006  x   0.99993921  =   0.99988928
 MB2682!UTM  17      -   0.99995006  x   0.99961043  =   0.99956051
 MB2682
 MB2682                          SUPERSEDED SURVEY CONTROL
 MB2682
 MB2682  NAD 83(1986)-  41 05 21.94298(N)    081 20 47.51707(W) AD(       ) 2
 MB2682  NAD 27      -  41 05 21.73445(N)    081 20 48.13015(W) AD(       ) 2
 MB2682  NGVD 29 (07/19/86)  352.     (m)         1155.     (f) VERT ANG       
 MB2682
 MB2682.Superseded values are not recommended for survey control.
 MB2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2682.See file dsdata.txt to determine how the superseded data were derived.
 MB2682
 MB2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7089648742(NAD 83)
 MB2682_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2682+STABILITY: SURFACE MOTION
 MB2682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2682+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2006
 MB2682
 MB2682  HISTORY     - Date     Condition        Report By
 MB2682  HISTORY     - 1977     MONUMENTED       OH-133
 MB2682  HISTORY     - 20060131 GOOD             GEOCAC
 MB2682
 MB2682                          STATION DESCRIPTION
 MB2682
 MB2682'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2682'THE STATION IS ABOUT 5-3/4 MILES SOUTHWEST OF ROOTSTOWN, 4-1/4
 MB2682'MILES NORTH OF SUFFIELD, 3/4 MILE SOUTH OF BRIMFIELD, AND ON
 MB2682'THE RIGHT-OF-WAY OF OLD FORGE ROAD, COUNTY HIGHWAY 82.
 MB2682'
 MB2682'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 43
 MB2682'AND COUNTY HIGHWAY 18, TALLMADGE ROAD IN BRIMFIELD, GO SOUTH
 MB2682'ON STATE ROUTE 43 FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 MB2682'
 MB2682'STATION MARK, STAMPED---92-050-1 1977---, IS A PORTAGE COUNTY
 MB2682'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2682'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 110.8 FEET
 MB2682'NORTHWEST OF THE SOUTHWEST CORNER OF A 1-1/2 STORY BRICK HOUSE,
 MB2682'58.9 FEET NORTHWEST TO THE NORTHWEST CORNER OF THE SAME HOUSE,
 MB2682'49.4 FEET NORTH OF POWER POLE NUMBER BR 270 20-39/1, 35.0 FEET
 MB2682'SOUTHWEST OF A 4-INCH SYCAMORE TREE, 28.8 FEET WEST OF AN
 MB2682'8-INCH MOUNTAIN ASH TREE, AND 23.2 FEET EAST OF THE CENTERLINE
 MB2682'OF STATE ROUTE 43.
 MB2682'
 MB2682'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2682'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2682'STATION 92 059 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2682'
 MB2682'DESCRIBED BY F.J. PINTER
 MB2682
 MB2682                          STATION RECOVERY (2006)
 MB2682
 MB2682'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2683 ***********************************************************************
 MB2683  DESIGNATION -  92 059 1 P CO
 MB2683  PID         -  MB2683
 MB2683  STATE/COUNTY-  OH/PORTAGE
 MB2683  USGS QUAD   -  SUFFIELD (1994)
 MB2683
 MB2683                         *CURRENT SURVEY CONTROL
 MB2683  ___________________________________________________________________
 MB2683* NAD 83(1995)-  41 04 58.01078(N)    081 20 49.67159(W)     ADJUSTED  
 MB2683* NAVD 88     -       349.8    (meters)    1148.     (feet)  VERTCON   
 MB2683  ___________________________________________________________________
 MB2683  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 MB2683  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MB2683
 MB2683  HORZ ORDER  -  SECOND
 MB2683
 MB2683.The horizontal coordinates were established by classical geodetic methods
 MB2683.and adjusted by the National Geodetic Survey in April 1998..
 MB2683
 MB2683.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2683
 MB2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2683
 MB2683.The geoid height was determined by GEOID03.
 MB2683
 MB2683;                    North         East     Units Scale Factor Converg.
 MB2683;SPC OH N     -   157,893.962   696,866.675   MT  0.99993917   +0 45 26.6
 MB2683;UTM  17      - 4,548,004.623   470,842.284   MT  0.99961046   -0 13 41.2
 MB2683
 MB2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2683!SPC OH N     -   0.99995038  x   0.99993917  =   0.99988955
 MB2683!UTM  17      -   0.99995038  x   0.99961046  =   0.99956086
 MB2683
 MB2683:                Primary Azimuth Mark                     Grid Az
 MB2683:SPC OH N     -  92 050 1 P CO                            003 08 48.8
 MB2683:UTM  17      -  92 050 1 P CO                            004 07 56.6
 MB2683
 MB2683|---------------------------------------------------------------------|
 MB2683| PID    Reference Object                     Distance      Geod. Az  |
 MB2683|                                                           dddmmss.s |
 MB2683| MB2682 92 050 1 P CO                       APPROX. 0.7 KM 0035415.4 |
 MB2683|---------------------------------------------------------------------|
 MB2683
 MB2683                          SUPERSEDED SURVEY CONTROL
 MB2683
 MB2683  NAD 83(1986)-  41 04 58.01757(N)    081 20 49.67538(W) AD(       ) 2
 MB2683  NAD 27      -  41 04 57.80875(N)    081 20 50.28816(W) AD(       ) 2
 MB2683  NGVD 29 (07/19/86)  350.0    (m)         1148.     (f) VERT ANG       
 MB2683
 MB2683.Superseded values are not recommended for survey control.
 MB2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2683.See file dsdata.txt to determine how the superseded data were derived.
 MB2683
 MB2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7084248005(NAD 83)
 MB2683_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2683+STABILITY: SURFACE MOTION
 MB2683
 MB2683  HISTORY     - Date     Condition        Report By
 MB2683  HISTORY     - 1977     MONUMENTED       OH-133
 MB2683
 MB2683                          STATION DESCRIPTION
 MB2683
 MB2683'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2683'THE STATION IS ABOUT 6 MILES SOUTHWEST OF ROOTSTOWN, 3-1/4
 MB2683'MILES NORTH OF SUFFIELD, 1-1/4 MILES SOUTH OF BRIMFIELD, AND ON
 MB2683'THE RIGHT-OF-WAY OF OLD FORGE ROAD, COUNTY HIGHWAY 82.
 MB2683'
 MB2683'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 43
 MB2683'AND COUNTY HIGHWAY 18, TALLMADGE ROAD IN BRIMFIELD,
 MB2683'GO SOUTH ON STATE ROUTE 43 FOR 0.7 MILE
 MB2683'TO AZIMUTH MARK 92 050 1 P CO ON THE RIGHT.  GO
 MB2683'SOUTH ON STATE ROUTE 43 FOR 0.45 MILE TO THE INTERSECTION OF
 MB2683'COUNTY HIGHWAY 82, OLD FORGE ROAD, AND THE STATION ON THE
 MB2683'SOUTHWEST CORNER OF THE INTERSECTION.
 MB2683'
 MB2683'STATION MARKS, STAMPED---92-059-1 1977---, ARE PORTAGE COUNTY
 MB2683'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2683'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2683'SURFACE.  IT IS 77.4 FEET SOUTHWEST OF POWER POLE USED FOR
 MB2683'TRAFFIC SIGNAL, 39.0 FEET NORTHEAST OF A 12-INCH CHERRY TREE,
 MB2683'47.4 FEET NORTH OF A 12-INCH ASH TREE, 23.0 FEET SOUTH OF THE
 MB2683'CENTERLINE OF OLD FORGE ROAD, AND 11.0 FEET
 MB2683'WEST OF TELEPHONE AND POWER POLE NUMBER BR 540 61/1.  THE
 MB2683'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2683'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2683'
 MB2683'AZIMUTH MARK 92 050 1 P CO, STAMPED---92-050-1 1977---, IS A
 MB2683'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2683'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2683'SURFACE.  IT IS 110.8 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 MB2683'A 1-1/2 STORY BRICK HOUSE, 58.9 FEET NORTHWEST TO THE NORTHWEST
 MB2683'CORNER OF THE SAME HOUSE, 49.4 FEET NORTH OF POWER POLE NUMBER
 MB2683'BR 270 20-39/1, 35.0 FEET SOUTHWEST OF A 4-INCH SYCAMORE TREE,
 MB2683'28.8 FEET WEST OF AN 8-INCH MOUNTAIN ASH TREE, AND 23.2 FEET
 MB2683'EAST OF THE CENTERLINE OF STATE ROUTE 43.
 MB2683'
 MB2683'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2683'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2683'STATION 92 049 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2683'
 MB2683'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2673 ***********************************************************************
 MB2673  DESIGNATION -  92 061 1 P CO
 MB2673  PID         -  MB2673
 MB2673  STATE/COUNTY-  OH/PORTAGE
 MB2673  USGS QUAD   -  SUFFIELD (1994)
 MB2673
 MB2673                         *CURRENT SURVEY CONTROL
 MB2673  ___________________________________________________________________
 MB2673* NAD 83(1995)-  41 04 57.45166(N)    081 19 44.47194(W)     ADJUSTED  
 MB2673* NAVD 88     -       346.1    (meters)    1135.     (feet)  VERTCON   
 MB2673  ___________________________________________________________________
 MB2673  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 MB2673  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB2673
 MB2673  HORZ ORDER  -  SECOND
 MB2673
 MB2673.The horizontal coordinates were established by classical geodetic methods
 MB2673.and adjusted by the National Geodetic Survey in April 1998..
 MB2673
 MB2673.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2673
 MB2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2673
 MB2673.The geoid height was determined by GEOID03.
 MB2673
 MB2673;                    North         East     Units Scale Factor Converg.
 MB2673;SPC OH N     -   157,896.990   698,388.545   MT  0.99993917   +0 46 09.4
 MB2673;UTM  17      - 4,547,981.483   472,363.479   MT  0.99960940   -0 12 58.4
 MB2673
 MB2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2673!SPC OH N     -   0.99995096  x   0.99993917  =   0.99989013
 MB2673!UTM  17      -   0.99995096  x   0.99960940  =   0.99956038
 MB2673
 MB2673|---------------------------------------------------------------------|
 MB2673| PID    Reference Object                     Distance      Geod. Az  |
 MB2673|                                                           dddmmss.s |
 MB2673| MB2672 92 061 1 P CO PTA                    10.372 METERS 00247     |
 MB2673| MB2666 92 047 1 P CO                       APPROX. 1.5 KM 0900622.2 |
 MB2673| MB2674 92 061 1 P CO ECC                    26.723 METERS 27141     |
 MB2673|---------------------------------------------------------------------|
 MB2673
 MB2673                          SUPERSEDED SURVEY CONTROL
 MB2673
 MB2673  NAD 83(1986)-  41 04 57.45827(N)    081 19 44.47554(W) AD(       ) 2
 MB2673  NAD 27      -  41 04 57.24987(N)    081 19 45.09059(W) AD(       ) 2
 MB2673  NGVD 29 (07/19/86)  346.3    (m)         1136.     (f) VERT ANG       
 MB2673
 MB2673.Superseded values are not recommended for survey control.
 MB2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2673.See file dsdata.txt to determine how the superseded data were derived.
 MB2673
 MB2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7236347981(NAD 83)
 MB2673_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2673+STABILITY: SURFACE MOTION
 MB2673
 MB2673  HISTORY     - Date     Condition        Report By
 MB2673  HISTORY     - 1977     MONUMENTED       OH-133
 MB2673
 MB2673                          STATION DESCRIPTION
 MB2673
 MB2673'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2673'THE STATION IS ABOUT 4-3/4 MILES WEST-SOUTHWEST OF ROOTSTOWN, 4
 MB2673'MILES NORTH-NORTHEAST OF SUFFIELD, 1-1/2 MILES SOUTHEAST OF
 MB2673'BRIMFIELD, AND ON THE RIGHT-OF-WAY OF OLD FORGE ROAD, COUNTY
 MB2673'HIGHWAY 82.
 MB2673'
 MB2673'TO REACH THE STATION FROM BRIMFIELD AT THE INTERSECTION OF STATE
 MB2673'ROUTE 43 AND COUNTY HIGHWAY 18, TALLMADGE ROAD, GO SOUTH ON
 MB2673'STATE ROUTE 43 FOR 1.2 MILES TO THE INTERSECTION OF OLD FORGE
 MB2673'ROAD.  TURN LEFT AND GO EAST ON
 MB2673'OLD FORGE ROAD FOR 0.05 MILE TO STATION
 MB2673'92 049 1 P CO ON THE LEFT.  CONTINUE EAST ON OLD
 MB2673'FORGE ROAD FOR 0.9 MILE TO THE STATION ON THE RIGHT.  CONTINUE
 MB2673'EAST ON OLD FORGE ROAD FOR 0.9 MILE TO AZIMUTH MARK 92 047 1 P
 MB2673'CO ON THE NORTHEAST CORNER OF THE INTERSECTION OF RANFIELD
 MB2673'ROAD, COUNTY HIGHWAY 88.
 MB2673'
 MB2673'STATION MARKS, STAMPED---92-061-1 1977---, ARE PORTAGE COUNTY
 MB2673'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2673'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2673'SURFACE.  IT IS 133.1 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 MB2673'HOUSE ADDRESS NUMBER 1781, 129.0 FEET WEST-SOUTHWEST OF THE
 MB2673'CENTER OF THE INTERSECTION OF CONGRESS LAKE ROAD AND OLD FORGE
 MB2673'ROAD, 75.2 FEET NORTHWEST OF THE NORTHEAST CORNER
 MB2673'POLE OF A CHAIN LINK FENCE AROUND A SWIMMING POOL, 49.6 FEET
 MB2673'EAST OF AN 8-INCH PINE TREE, AND 23.0 FEET SOUTH
 MB2673'OF THE CENTERLINE OF OLD FORGE ROAD.  THE
 MB2673'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2673'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2673'
 MB2673'AZIMUTH MARK 92 047 1 P CO, STAMPED---92-047-1 1977---, IS A
 MB2673'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2673'CYLINDRICAL CONCRETE POST THAT IS 2 INCHES BELOW THE
 MB2673'GROUND SURFACE.  IT IS 153.1 FEET NORTHWEST OF TELEPHONE AND
 MB2673'POWER POLE NUMBER 136/2, 62.5 FEET EAST OF TELEPHONE AND POWER
 MB2673'POLE NUMBER 137/39, 18.5 FEET EAST OF THE CENTERLINE OF
 MB2673'RANFIELD ROAD, 17.8 FEET NORTH OF A MONUMENT
 MB2673'BOX IN THE INTERSECTION OF OLD FORGE ROAD,
 MB2673'AND RANFIELD ROAD, AND 12.6 FEET SOUTHWEST
 MB2673'OF A 10-INCH TWIN TRUNKED OAK TREE.
 MB2673'
 MB2673'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2673'LIGHT ABOVE STATION MARK WAS 2.2 METERS.
 MB2673'STATION 92 049 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2673'
 MB2673'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2724 ***********************************************************************
 MB2724  DESIGNATION -  92 072 1 P CO
 MB2724  PID         -  MB2724
 MB2724  STATE/COUNTY-  OH/PORTAGE
 MB2724  USGS QUAD   -  AKRON EAST (1964)
 MB2724
 MB2724                         *CURRENT SURVEY CONTROL
 MB2724  ___________________________________________________________________
 MB2724* NAD 83(1995)-  41 03 58.03520(N)    081 23 06.09027(W)     ADJUSTED  
 MB2724* NAVD 88     -       349.5    (meters)    1147.     (feet)  VERTCON   
 MB2724  ___________________________________________________________________
 MB2724  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 MB2724  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2724
 MB2724  HORZ ORDER  -  SECOND
 MB2724
 MB2724.The horizontal coordinates were established by classical geodetic methods
 MB2724.and adjusted by the National Geodetic Survey in April 1998..
 MB2724
 MB2724.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2724
 MB2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2724
 MB2724.The geoid height was determined by GEOID03.
 MB2724
 MB2724;                    North         East     Units Scale Factor Converg.
 MB2724;SPC OH N     -   156,002.660   693,706.556   MT  0.99993914   +0 43 56.9
 MB2724;UTM  17      - 4,546,168.553   467,651.149   MT  0.99961288   -0 15 10.6
 MB2724
 MB2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2724!SPC OH N     -   0.99995042  x   0.99993914  =   0.99988956
 MB2724!UTM  17      -   0.99995042  x   0.99961288  =   0.99956332
 MB2724
 MB2724|---------------------------------------------------------------------|
 MB2724| PID    Reference Object                     Distance      Geod. Az  |
 MB2724|                                                           dddmmss.s |
 MB2724| MB2721 91 046 2 P CO                       219.828 METERS 12315     |
 MB2724| MB2685 SUFFIELD LYONS CO RAD MAST          APPROX. 3.1 KM 1580230.9 |
 MB2724| MB2734 91 046 1 P CO                       APPROX. 0.7 KM 2702716.5 |
 MB2724|---------------------------------------------------------------------|
 MB2724
 MB2724                          SUPERSEDED SURVEY CONTROL
 MB2724
 MB2724  NAD 83(1986)-  41 03 58.04179(N)    081 23 06.09388(W) AD(       ) 2
 MB2724  NAD 27      -  41 03 57.83812(N)    081 23 06.69585(W) AD(       ) 2
 MB2724  NGVD 29 (07/19/86)  349.7    (m)         1147.     (f) VERT ANG       
 MB2724
 MB2724.Superseded values are not recommended for survey control.
 MB2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2724.See file dsdata.txt to determine how the superseded data were derived.
 MB2724
 MB2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6765146169(NAD 83)
 MB2724_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2724+STABILITY: SURFACE MOTION
 MB2724
 MB2724  HISTORY     - Date     Condition        Report By
 MB2724  HISTORY     - 1977     MONUMENTED       OH-133
 MB2724
 MB2724                          STATION DESCRIPTION
 MB2724
 MB2724'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2724'THE STATION IS ABOUT 3-1/2 MILES NORTHWEST OF SUFFIELD, 3-1/4
 MB2724'MILES SOUTHWEST OF BRIMFIELD, 1-1/4 MILES NORTH-NORTHEAST OF
 MB2724'MOGADORE, AND ON THE RIGHT-OF-WAY OF SAXE ROAD, TOWNSHIP
 MB2724'HIGHWAY 79.
 MB2724'
 MB2724'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 532
 MB2724'AND COUNTY HIGHWAY 10, RANDOLPH ROAD, IN MOGADORE,
 MB2724'GO EAST ON RANDOLPH ROAD FOR 0.55 MILE TO
 MB2724'THE INTERSECTION OF MARTIN ROAD, TOWNSHIP HIGHWAY 8.  TURN LEFT
 MB2724'AND GO NORTH ON MARTIN ROAD FOR 1.0 MILE
 MB2724'TO AZIMUTH MARK 91 046 2 P CO ON THE LEFT.  CONTINUE NORTH ON
 MB2724'MARTIN ROAD FOR 0.05 MILE TO THE
 MB2724'T-INTERSECTION OF SAXE ROAD.  TURN LEFT AND
 MB2724'GO WEST ON SAXE ROAD FOR 0.1 MILE TO THE
 MB2724'STATION ON THE RIGHT.
 MB2724'
 MB2724'STATION MARKS, STAMPED---92-072-1 1977---, ARE PORTAGE COUNTY
 MB2724'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2724'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2724'SURFACE.  IT IS 187.6 FEET WEST OF A POWER POLE, 159.1 FEET
 MB2724'NORTHEAST OF A TWO STORY WOOD FRAME HOUSE, 140.0 FEET EAST OF A
 MB2724'POWER POLE, 20.3 FEET SOUTHEAST OF THE EASTERN STEEL POST OF A
 MB2724'GATE, AND 20.5 FEET NORTH OF THE CENTERLINE OF
 MB2724'SAXE ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MB2724'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2724'
 MB2724'AZIMUTH MARK 91 046 2 P CO, STAMPED---91-046-2 1977---, IS A
 MB2724'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2724'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2724'SURFACE.  IT IS 136.6 FEET NORTH-NORTHEAST OF A TWO STORY BRICK
 MB2724'AND WOOD HOUSE, ADDRESS NUMBER 2775, 69.6 FEET SOUTH OF
 MB2724'TELEPHONE POLE NUMBER 7-25, 22.2 FEET NORTHEAST OF A STEEL
 MB2724'MAILBOX POST, 13.4 FEET WEST OF THE CENTERLINE OF MARTIN ROAD,
 MB2724'AND 8.6 FEET NORTH OF A LARGE ROCK IN THE
 MB2724'LAWN.
 MB2724'
 MB2724'AZIMUTH MARK 91 046 1 P CO, STAMPED---91-046-1 1977---, IS A
 MB2724'PORTAGE COUNTY
 MB2724'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2724'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 118.6 FEET
 MB2724'NORTHWEST OF THE NORTHEAST CORNER OF A ONE STORY BRICK BUILDING,
 MB2724'37.4 FEET EAST-SOUTHEAST OF TELEPHONE AND POWER POLE NUMBER
 MB2724'72/2, 36.2 FEET NORTHWEST OF A POLE WITH NUMBER 60 PAINTED ON
 MB2724'THE NORTH SURFACE, AND 17.4 FEET SOUTH OF THE CENTERLINE OF
 MB2724'SAXE ROAD.
 MB2724'
 MB2724'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2724'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2724'
 MB2724'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0730 ***********************************************************************
 KY0730  DESIGNATION -  920
 KY0730  PID         -  KY0730
 KY0730  STATE/COUNTY-  OH/BELMONT
 KY0730  USGS QUAD   -  ST CLAIRSVILLE (1985)
 KY0730
 KY0730                         *CURRENT SURVEY CONTROL
 KY0730  ___________________________________________________________________
 KY0730* NAD 83(1986)-  40 07 13.     (N)    080 56 48.     (W)     SCALED    
 KY0730* NAVD 88     -       280.396  (meters)     919.93   (feet)  ADJUSTED  
 KY0730  ___________________________________________________________________
 KY0730  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KY0730  DYNAMIC HT  -         280.241 (meters)     919.42  (feet)  COMP
 KY0730  MODELED GRAV-     980,065.6   (mgal)                       NAVD 88
 KY0730
 KY0730  VERT ORDER  -  FIRST     CLASS II
 KY0730
 KY0730.The horizontal coordinates were scaled from a topographic map and have
 KY0730.an estimated accuracy of +/- 6 seconds.
 KY0730
 KY0730.The orthometric height was determined by differential leveling
 KY0730.and adjusted by the National Geodetic Survey in June 1991..
 KY0730
 KY0730.The geoid height was determined by GEOID03.
 KY0730
 KY0730.The dynamic height is computed by dividing the NAVD 88
 KY0730.geopotential number by the normal gravity value computed on the
 KY0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0730.degrees latitude (g = 980.6199 gals.).
 KY0730
 KY0730.The modeled gravity was interpolated from observed gravity values.
 KY0730
 KY0730;                    North         East    Units  Estimated Accuracy
 KY0730;SPC OH S     -   236,530.      732,410.      MT  (+/- 180 meters Scaled)
 KY0730
 KY0730                          SUPERSEDED SURVEY CONTROL
 KY0730
 KY0730  NGVD 29 (??/??/92)  280.571  (m)          920.51   (f) ADJ UNCH    1 2
 KY0730
 KY0730.Superseded values are not recommended for survey control.
 KY0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0730.See file dsdata.txt to determine how the superseded data were derived.
 KY0730
 KY0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE045411(NAD 83)
 KY0730_MARKER: DD = SURVEY DISK
 KY0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0730_SP_SET: BRIDGE SEAT
 KY0730_STAMPING: 920 STEUBENVILLE
 KY0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0730
 KY0730  HISTORY     - Date     Condition        Report By
 KY0730  HISTORY     - UNK      MONUMENTED       USGS
 KY0730  HISTORY     - 1943     GOOD             NGS
 KY0730  HISTORY     - 1965     POOR             NGS
 KY0730
 KY0730                          STATION DESCRIPTION
 KY0730
 KY0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KY0730'0.6 MI W FROM FAIRPOINT.
 KY0730'0.6 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY0730'STATION AT FAIRPOINT, BELMONT COUNTY, AT BRIDGE 132, IN THE TOP
 KY0730'OF THE BRIDGE SEAT OF THE SOUTHWEST STONE ABUTMENT, 21 FEET
 KY0730'NORTHWEST OF THE SOUTHEAST END, 16.5 FEET SOUTHEAST OF THE
 KY0730'CENTERLINE OF THE SOUTHEAST TRACK, AND ABOUT 6-1/2 FEET LOWER
 KY0730'THAN THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 KY0730'STAMPED 920 STUEBENVILLE.
 KY0730
 KY0730                          STATION RECOVERY (1965)
 KY0730
 KY0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KY0730'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0225 ***********************************************************************
 MC0225  DESIGNATION -  924
 MC0225  PID         -  MC0225
 MC0225  STATE/COUNTY-  OH/HURON
 MC0225  USGS QUAD   -  CENTERTON (1977)
 MC0225
 MC0225                         *CURRENT SURVEY CONTROL
 MC0225  ___________________________________________________________________
 MC0225* NAD 83(1986)-  41 04 32.     (N)    082 48 58.     (W)     SCALED    
 MC0225* NAVD 88     -       281.121  (meters)     922.31   (feet)  ADJUSTED  
 MC0225  ___________________________________________________________________
 MC0225  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 MC0225  DYNAMIC HT  -         280.991 (meters)     921.88  (feet)  COMP
 MC0225  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 MC0225
 MC0225  VERT ORDER  -  FIRST     CLASS I
 MC0225
 MC0225.The horizontal coordinates were scaled from a topographic map and have
 MC0225.an estimated accuracy of +/- 6 seconds.
 MC0225
 MC0225.The orthometric height was determined by differential leveling
 MC0225.and adjusted by the National Geodetic Survey in April 1995..
 MC0225
 MC0225.The geoid height was determined by GEOID03.
 MC0225
 MC0225.The dynamic height is computed by dividing the NAVD 88
 MC0225.geopotential number by the normal gravity value computed on the
 MC0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0225.degrees latitude (g = 980.6199 gals.).
 MC0225
 MC0225.The modeled gravity was interpolated from observed gravity values.
 MC0225
 MC0225;                    North         East    Units  Estimated Accuracy
 MC0225;SPC OH N     -   156,500.      573,440.      MT  (+/- 180 meters Scaled)
 MC0225
 MC0225                          SUPERSEDED SURVEY CONTROL
 MC0225
 MC0225  NAVD 88 (06/15/91)  281.141  (m)          922.38   (f) UNKNOWN     1 1
 MC0225  NGVD 29 (01/19/93)  281.287  (m)          922.86   (f) ADJUSTED    1 1
 MC0225
 MC0225.Superseded values are not recommended for survey control.
 MC0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0225.See file dsdata.txt to determine how the superseded data were derived.
 MC0225
 MC0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF474487(NAD 83)
 MC0225_MARKER: P = PIPE CAP
 MC0225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MC0225_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MC0225_STAMPING: 924 OHIO
 MC0225_MARK LOGO: USGS  
 MC0225_MAGNETIC: P = MARKER IS A STEEL PIPE
 MC0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0225+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0225
 MC0225  HISTORY     - Date     Condition        Report By
 MC0225  HISTORY     - UNK      MONUMENTED       USGS
 MC0225  HISTORY     - 1968     GOOD             NGS
 MC0225  HISTORY     - 1987     GOOD             OHDT
 MC0225  HISTORY     - 19921023 GOOD             NGS
 MC0225
 MC0225                          STATION DESCRIPTION
 MC0225
 MC0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0225'4.8 MI W FROM WILLARD.
 MC0225'ABOUT 4.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0225'FROM THE STATION AT WILLARD, 82 FEET WEST OF MILEPOST 4-48, 51
 MC0225'FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF WURTZ ROAD, 39.1
 MC0225'FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK, 19 FEET
 MC0225'EAST OF THE CENTER LINE OF THE ROAD, 2.7 FEET NORTHWEST OF A
 MC0225'6-FOOT HIGH VERTICAL RAIL SERVING AS A FENCE CORNER POST, 1.2
 MC0225'FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL
 MC0225'OF THE TRACK AND IS A USGS CAP ON A PIPE PROJECTING 4 INCHES ABOVE
 MC0225'THE LEVEL OF THE GROUND.
 MC0225
 MC0225                          STATION RECOVERY (1987)
 MC0225
 MC0225'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0225'RECOVERED IN GOOD CONDITION.
 MC0225
 MC0225                          STATION RECOVERY (1992)
 MC0225
 MC0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0225'8.8 KM (5.45 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0225'JUNCTION OF STATE HIGHWAY 99 IN WILLARD, 12.9 M (42.3 FT) NORTH  OF
 MC0225'THE NEAR RAIL, 5.8 M (19.0 FT) EAST OF THE CENTER OF WURTZ ROAD, 1.0
 MC0225'M (3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.7 M (2.3 FT)
 MC0225'NORTH-NORTHWEST OF A SECTION OF VERTICAL RAIL, AND 0.3 M (1.0 FT)
 MC0225'WEST-NORTHWEST OF A WITNESS POST.  NOTE--THE DISK IS AFFIXED TO A
 MC0225'4-INCH METAL PIPE AND PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 MC0225'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0260 ***********************************************************************
 LA0260  DESIGNATION -  927
 LA0260  PID         -  LA0260
 LA0260  STATE/COUNTY-  OH/MERCER
 LA0260  USGS QUAD   -  COLDWATER (1982)
 LA0260
 LA0260                         *CURRENT SURVEY CONTROL
 LA0260  ___________________________________________________________________
 LA0260* NAD 83(1986)-  40 26 39.     (N)    084 38 35.     (W)     SCALED    
 LA0260* NAVD 88     -       282.470  (meters)     926.74   (feet)  ADJUSTED  
 LA0260  ___________________________________________________________________
 LA0260  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LA0260  DYNAMIC HT  -         282.331 (meters)     926.28  (feet)  COMP
 LA0260  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 LA0260
 LA0260  VERT ORDER  -  SECOND    CLASS 0
 LA0260
 LA0260.The horizontal coordinates were scaled from a topographic map and have
 LA0260.an estimated accuracy of +/- 6 seconds.
 LA0260
 LA0260.The orthometric height was determined by differential leveling
 LA0260.and adjusted by the National Geodetic Survey in June 1991..
 LA0260
 LA0260.The geoid height was determined by GEOID03.
 LA0260
 LA0260.The dynamic height is computed by dividing the NAVD 88
 LA0260.geopotential number by the normal gravity value computed on the
 LA0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0260.degrees latitude (g = 980.6199 gals.).
 LA0260
 LA0260.The modeled gravity was interpolated from observed gravity values.
 LA0260
 LA0260;                    North         East    Units  Estimated Accuracy
 LA0260;SPC OH N     -    88,570.      418,210.      MT  (+/- 180 meters Scaled)
 LA0260
 LA0260                          SUPERSEDED SURVEY CONTROL
 LA0260
 LA0260  NGVD 29 (??/??/92)  282.629  (m)          927.26   (f) ADJ UNCH    2 0
 LA0260
 LA0260.Superseded values are not recommended for survey control.
 LA0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0260.See file dsdata.txt to determine how the superseded data were derived.
 LA0260
 LA0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK998797(NAD 83)
 LA0260_MARKER: DD = SURVEY DISK
 LA0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0260_SP_SET: BRIDGE
 LA0260_STAMPING: 927 ADJ 1905
 LA0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0260
 LA0260  HISTORY     - Date     Condition        Report By
 LA0260  HISTORY     - 1905     MONUMENTED       USGS
 LA0260  HISTORY     - 1934     GOOD             NGS
 LA0260
 LA0260                          STATION DESCRIPTION
 LA0260
 LA0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0260'1.7 MI N FROM ST HENRY.
 LA0260'1.7 MILES NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 LA0260'STATION AT ST. HENRY, MERCER COUNTY, NEAR THE SOUTH LINE OF
 LA0260'BUTLER TOWNSHIP, AT THE NORTH CORNER OF A CONCRETE RAILROAD
 LA0260'BRIDGE, IN THE COPING STONE NEAREST THE TOP, 10 FEET WEST OF THE
 LA0260'WEST RAIL, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A UNITED
 LA0260'STATES GEOLOICAL SURVEY STANDARD DISK, STAMPED 927 ADJ 1905.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0853 ***********************************************************************
 JX0853  DESIGNATION -  93
 JX0853  PID         -  JX0853
 JX0853  STATE/COUNTY-  OH/WASHINGTON
 JX0853  USGS QUAD   -  MARIETTA (1994)
 JX0853
 JX0853                         *CURRENT SURVEY CONTROL
 JX0853  ___________________________________________________________________
 JX0853* NAD 83(1986)-  39 24 48.     (N)    081 27 21.     (W)     SCALED    
 JX0853* NAVD 88     -       181.909  (meters)     596.81   (feet)  ADJUSTED  
 JX0853  ___________________________________________________________________
 JX0853  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX0853  DYNAMIC HT  -         181.799 (meters)     596.45  (feet)  COMP
 JX0853  MODELED GRAV-     980,020.3   (mgal)                       NAVD 88
 JX0853
 JX0853  VERT ORDER  -  FIRST     CLASS II
 JX0853
 JX0853.The horizontal coordinates were scaled from a topographic map and have
 JX0853.an estimated accuracy of +/- 6 seconds.
 JX0853
 JX0853.The orthometric height was determined by differential leveling
 JX0853.and adjusted by the National Geodetic Survey in June 1991..
 JX0853
 JX0853.The geoid height was determined by GEOID03.
 JX0853
 JX0853.The dynamic height is computed by dividing the NAVD 88
 JX0853.geopotential number by the normal gravity value computed on the
 JX0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0853.degrees latitude (g = 980.6199 gals.).
 JX0853
 JX0853.The modeled gravity was interpolated from observed gravity values.
 JX0853
 JX0853;                    North         East    Units  Estimated Accuracy
 JX0853;SPC OH S     -   157,420.      689,920.      MT  (+/- 180 meters Scaled)
 JX0853
 JX0853                          SUPERSEDED SURVEY CONTROL
 JX0853
 JX0853  NGVD 29 (??/??/92)  182.083  (m)          597.38   (f) ADJ UNCH    1 2
 JX0853
 JX0853.Superseded values are not recommended for survey control.
 JX0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0853.See file dsdata.txt to determine how the superseded data were derived.
 JX0853
 JX0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD607627(NAD 83)
 JX0853_MARKER: DD = SURVEY DISK
 JX0853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0853_SP_SET: ROCK WALK
 JX0853_STAMPING: 93
 JX0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX0853+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 JX0853
 JX0853  HISTORY     - Date     Condition        Report By
 JX0853  HISTORY     - UNK      MONUMENTED       DOD
 JX0853  HISTORY     - 1959     GOOD             NGS
 JX0853  HISTORY     - 1963     GOOD             NGS
 JX0853  HISTORY     - 20040708 GOOD             USPSQD
 JX0853  HISTORY     - 20060813 GOOD             USPSQD
 JX0853
 JX0853                          STATION DESCRIPTION
 JX0853
 JX0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX0853'AT MARIETTA.
 JX0853'AT MARIETTA, ABOUT 75 YARDS SOUTH OF THE SOUTH CORNER OF THE
 JX0853'POST OFFICE, AT THE OLD ABANDONED LOCK AND DAM NO. 1, IN TOP OF
 JX0853'THE SOUTH CORNER OF THE FIRST LANDING ABOVE THE LOCK, IN THE
 JX0853'ROCK WALK TO THE OLD LOCK-HOUSE, 65 FEET SOUTHWEST OF THE WEST
 JX0853'CORNER OF LOCK-HOUSE, 15 FEET SOUTH OF THE STEEL FLAGPOLE, 2 1/2
 JX0853'FEET NORTH OF THE SOUTH CORNER OF THE LANDING, BETWEEN THE
 JX0853'PUTNAM STREET BRIDGE AND THE BALTIMORE AND OHIO RAILROAD BRIDGE
 JX0853'ACROSS MUSKINGUM RIVER, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 JX0853'LOCK.
 JX0853
 JX0853                          STATION RECOVERY (1963)
 JX0853
 JX0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0853'RECOVERED IN GOOD CONDITION.
 JX0853
 JX0853                          STATION RECOVERY (2004)
 JX0853
 JX0853'RECOVERY NOTE BY US POWER SQUADRON 2004 (HB)
 JX0853'RECOVERED IN GOOD CONDITION.
 JX0853
 JX0853                          STATION RECOVERY (2006)
 JX0853
 JX0853'RECOVERY NOTE BY US POWER SQUADRON 2006
 JX0853'THE MARK IS LOCATED IN THE SIDEWALK TO THE OLD LOCK-HOUSE UNDER AN
 JX0853'ALUMINUM RAMP LEADING TO PRIVATE DOCKS ON THE RIVER. TO ACCESS THE
 JX0853'MARK, LIFT THE ALUMINUM RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0713 ***********************************************************************
 JZ0713  DESIGNATION -  93
 JZ0713  PID         -  JZ0713
 JZ0713  STATE/COUNTY-  OH/HAMILTON
 JZ0713  USGS QUAD   -  COVINGTON (1987)
 JZ0713
 JZ0713                         *CURRENT SURVEY CONTROL
 JZ0713  ___________________________________________________________________
 JZ0713* NAD 83(1986)-  39 05 48.     (N)    084 30 18.     (W)     SCALED    
 JZ0713* NAVD 88     -       147.357  (meters)     483.45   (feet)  ADJUSTED  
 JZ0713  ___________________________________________________________________
 JZ0713  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ0713  DYNAMIC HT  -         147.263 (meters)     483.15  (feet)  COMP
 JZ0713  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JZ0713
 JZ0713  VERT ORDER  -  FIRST     CLASS II
 JZ0713
 JZ0713.The horizontal coordinates were scaled from a topographic map and have
 JZ0713.an estimated accuracy of +/- 6 seconds.
 JZ0713
 JZ0713.The orthometric height was determined by differential leveling
 JZ0713.and adjusted by the National Geodetic Survey in June 1991..
 JZ0713
 JZ0713.The geoid height was determined by GEOID03.
 JZ0713
 JZ0713.The dynamic height is computed by dividing the NAVD 88
 JZ0713.geopotential number by the normal gravity value computed on the
 JZ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0713.degrees latitude (g = 980.6199 gals.).
 JZ0713
 JZ0713.The modeled gravity was interpolated from observed gravity values.
 JZ0713
 JZ0713;                    North         East    Units  Estimated Accuracy
 JZ0713;SPC OH S     -   123,670.      426,570.      MT  (+/- 180 meters Scaled)
 JZ0713
 JZ0713                          SUPERSEDED SURVEY CONTROL
 JZ0713
 JZ0713  NGVD 29 (??/??/92)  147.526  (m)          484.01   (f) ADJ UNCH    1 2
 JZ0713
 JZ0713.Superseded values are not recommended for survey control.
 JZ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0713.See file dsdata.txt to determine how the superseded data were derived.
 JZ0713
 JZ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ157304(NAD 83)
 JZ0713_MARKER: DD = SURVEY DISK
 JZ0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0713_STAMPING: 93
 JZ0713_MARK LOGO: DOD   
 JZ0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0713+STABILITY: SURFACE MOTION
 JZ0713
 JZ0713  HISTORY     - Date     Condition        Report By
 JZ0713  HISTORY     - UNK      MONUMENTED       DOD
 JZ0713  HISTORY     - 1949     GOOD             NGS
 JZ0713  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ0713
 JZ0713                          STATION DESCRIPTION
 JZ0713
 JZ0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0713'AT CINCINNATI.
 JZ0713'AT CINCINNATI, ABOUT 67 YARDS SOUTH OF THE INTERSECTION OF LUDLOW
 JZ0713'STREET AND FRONT STREET, 163 FEET SOUTHEAST OF THE CENTER LINE
 JZ0713'OF FRONT STREET, 22 FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF
 JZ0713'THE EASTERN MOST CONCRETE FOUNDATION IN TWO ROWS OF FOUNDATIONS,
 JZ0713'ABOUT 3 FEET BELOW THE LEVEL OF FRONT STREET AND SET IN THE TOP
 JZ0713'OF A CONCRETE POST PROJECTING 16 INCHES.  NOTE-- ORIGINAL
 JZ0713'DESCRIPTION STATED THAT MARK WAS A CAP RIVITED ON A PIPE BUT
 JZ0713'MARK IS A USE DISK IN A CONCRETE POST.
 JZ0713
 JZ0713                          STATION RECOVERY (1985)
 JZ0713
 JZ0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0713'NOT RECOVERED.  LUDLOW AND FRONT STREETS NO LONGER EXIST AT THE
 JZ0713'DESCRIBED LOCATION.  MARK IS BELIEVED TO HAVE BEEN DESTROYED WHEN
 JZ0713'THE RIVERFRONT COLOSSEUM WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2594 ***********************************************************************
 MB2594  DESIGNATION -  93 036 1 P CO
 MB2594  PID         -  MB2594
 MB2594  STATE/COUNTY-  OH/PORTAGE
 MB2594  USGS QUAD   -  KENT (1994)
 MB2594
 MB2594                         *CURRENT SURVEY CONTROL
 MB2594  ___________________________________________________________________
 MB2594* NAD 83(1995)-  41 09 27.88068(N)    081 18 05.64389(W)     ADJUSTED  
 MB2594* NAVD 88     -       336.6    (meters)    1104.     (feet)  VERTCON   
 MB2594  ___________________________________________________________________
 MB2594  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MB2594  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB2594
 MB2594  HORZ ORDER  -  SECOND
 MB2594
 MB2594.The horizontal coordinates were established by classical geodetic methods
 MB2594.and adjusted by the National Geodetic Survey in April 1998..
 MB2594
 MB2594.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2594
 MB2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2594
 MB2594.The geoid height was determined by GEOID03.
 MB2594
 MB2594;                    North         East     Units Scale Factor Converg.
 MB2594;SPC OH N     -   166,269.483   700,580.379   MT  0.99994037   +0 47 14.3
 MB2594;UTM  17      - 4,556,312.276   474,698.239   MT  0.99960788   -0 11 54.5
 MB2594
 MB2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2594!SPC OH N     -   0.99995246  x   0.99994037  =   0.99989284
 MB2594!UTM  17      -   0.99995246  x   0.99960788  =   0.99956036
 MB2594
 MB2594|---------------------------------------------------------------------|
 MB2594| PID    Reference Object                     Distance      Geod. Az  |
 MB2594|                                                           dddmmss.s |
 MB2594| MB2586 83 157 1 P CO                       330.866 METERS 08439     |
 MB2594| MB2598 93 036 2 P CO                       APPROX. 0.7 KM 2621614.6 |
 MB2594| MB2596 KENT RAD STA WKNT MAST              364.848 METERS 32109     |
 MB2594|---------------------------------------------------------------------|
 MB2594
 MB2594                          SUPERSEDED SURVEY CONTROL
 MB2594
 MB2594  NAD 83(1986)-  41 09 27.88798(N)    081 18 05.64657(W) AD(       ) 2
 MB2594  NAD 27      -  41 09 27.68246(N)    081 18 06.26868(W) AD(       ) 2
 MB2594  NGVD 29 (07/19/86)  336.8    (m)         1105.     (f) VERT ANG       
 MB2594
 MB2594.Superseded values are not recommended for survey control.
 MB2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2594.See file dsdata.txt to determine how the superseded data were derived.
 MB2594
 MB2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7469856312(NAD 83)
 MB2594_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2594+STABILITY: SURFACE MOTION
 MB2594
 MB2594  HISTORY     - Date     Condition        Report By
 MB2594  HISTORY     - 1977     MONUMENTED       OH-133
 MB2594
 MB2594                          STATION DESCRIPTION
 MB2594
 MB2594'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2594'THE STATION IS ABOUT 5-1/4 MILES NORTHWEST OF ROOTSTOWN, 3
 MB2594'MILES EAST OF KENT, 3 MILES WEST OF RAVENNA, AND ON THE
 MB2594'RIGHT-OF-WAY OF STATE ROUTE 59.
 MB2594'
 MB2594'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
 MB2594'AND 59 EAST OF KENT, GO EAST ON STATE ROUTE 59 FOR 1.1 MILES TO
 MB2594'THE STATION ON THE LEFT.
 MB2594'
 MB2594'STATION MARKS, STAMPED---93-036-1 1977---, ARE PORTAGE COUNTY
 MB2594'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2594'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2594'SURFACE.  IT IS 400 FEET WEST OF THE DRIVE TO ORCHARD ESTATES
 MB2594'MOBILE HOME PARK, 63.3 FEET NORTH OF TELEPHONE POLE NUMBER 129,
 MB2594'52.3 FEET WEST OF TELEPHONE AND POWER POLE NUMBER 398/3, AND
 MB2594'20.5 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 59.  THE
 MB2594'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 MB2594'42 INCHES BELOW THE GROUND SURFACE.
 MB2594'
 MB2594'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2594'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2594'STATIONS 93 036 2 P CO AND 83 157 1 P CO CAN BE USED AS
 MB2594'AZIMUTH MARKS.
 MB2594'
 MB2594'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2598 ***********************************************************************
 MB2598  DESIGNATION -  93 036 2 P CO
 MB2598  PID         -  MB2598
 MB2598  STATE/COUNTY-  OH/PORTAGE
 MB2598  USGS QUAD   -  KENT (1994)
 MB2598
 MB2598                         *CURRENT SURVEY CONTROL
 MB2598  ___________________________________________________________________
 MB2598* NAD 83(1995)-  41 09 24.89506(N)    081 18 34.73937(W)     ADJUSTED  
 MB2598* NAVD 88     -       336.1    (meters)    1103.     (feet)  VERTCON   
 MB2598  ___________________________________________________________________
 MB2598  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MB2598  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB2598
 MB2598  HORZ ORDER  -  SECOND
 MB2598
 MB2598.The horizontal coordinates were established by classical geodetic methods
 MB2598.and adjusted by the National Geodetic Survey in April 1998..
 MB2598
 MB2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2598
 MB2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2598
 MB2598.The geoid height was determined by GEOID03.
 MB2598
 MB2598;                    North         East     Units Scale Factor Converg.
 MB2598;SPC OH N     -   166,168.104   699,903.377   MT  0.99994035   +0 46 55.2
 MB2598;UTM  17      - 4,556,222.589   474,019.818   MT  0.99960831   -0 12 13.6
 MB2598
 MB2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2598!SPC OH N     -   0.99995254  x   0.99994035  =   0.99989289
 MB2598!UTM  17      -   0.99995254  x   0.99960831  =   0.99956087
 MB2598
 MB2598:                Primary Azimuth Mark                     Grid Az
 MB2598:SPC OH N     -  SATROM                                   246 52 25.3
 MB2598:UTM  17      -  SATROM                                   247 51 34.1
 MB2598
 MB2598|---------------------------------------------------------------------|
 MB2598| PID    Reference Object                     Distance      Geod. Az  |
 MB2598|                                                           dddmmss.s |
 MB2598| MB2613 SATROM                              APPROX. 3.0 KM 2473920.5 |
 MB2598| MB2619 KENT KSU TANK                       APPROX. 3.4 KM 2561810.1 |
 MB2598| MB2617 KENT KSU S STACK                    APPROX. 3.3 KM 2581158.6 |
 MB2598| MB2557 KENT STATE UNIVERSITY STACK         APPROX. 3.2 KM 2582533.7 |
 MB2598|---------------------------------------------------------------------|
 MB2598
 MB2598                          SUPERSEDED SURVEY CONTROL
 MB2598
 MB2598  NAD 83(1986)-  41 09 24.90243(N)    081 18 34.74207(W) AD(       ) 2
 MB2598  NAD 27      -  41 09 24.69670(N)    081 18 35.36314(W) AD(       ) 2
 MB2598  NGVD 29 (07/19/86)  336.3    (m)         1103.     (f) VERT ANG       
 MB2598
 MB2598.Superseded values are not recommended for survey control.
 MB2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2598.See file dsdata.txt to determine how the superseded data were derived.
 MB2598
 MB2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7402056223(NAD 83)
 MB2598_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2598+STABILITY: SURFACE MOTION
 MB2598
 MB2598  HISTORY     - Date     Condition        Report By
 MB2598  HISTORY     - 1977     MONUMENTED       OH-133
 MB2598
 MB2598                          STATION DESCRIPTION
 MB2598
 MB2598'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2598'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF ROOTSTOWN,
 MB2598'4-1/2 MILES NORTHEAST OF BRIMFIELD, 2-3/4 MILES EAST OF
 MB2598'KENT AND ON THE RIGHT-OF-WAY OF STATE ROUTE 59.
 MB2598'
 MB2598'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2598'AND 261 JUST EAST OF KENT, GO EAST ON STATE ROUTE 59 FOR
 MB2598'0.7 MILE TO THE INTERSECTION OF POWDER MILL
 MB2598'ROAD, TOWNSHIP HIGHWAY 98, AND THE STATION TO THE LEFT.
 MB2598'
 MB2598'STATION MARKS, STAMPED---93-036-2 1977---, ARE PORTAGE COUNTY
 MB2598'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2598'CYLINDRICAL CONCRETE POST AND FLUSH WITH THE GROUND SURFACE.
 MB2598'IT IS 71.2 FEET SOUTHEAST OF AN 18-INCH MAPLE TREE, 41.0 FEET
 MB2598'EAST OF THE EXTENDED CENTERLINE OF POWDER MILL ROAD,
 MB2598'19.0 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 59,
 MB2598'AND 13.6 FEET SOUTHEAST OF POWER AND TELEPHONE POLE NUMBER
 MB2598'FP 470.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MB2598'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2598'
 MB2598'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2598'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2598'STATION SATROM AND 93 036 1 P CO CAN BE USED AS AZIMUTH MARKS.
 MB2598'
 MB2598'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2740 ***********************************************************************
 MB2740  DESIGNATION -  93 046 1 P CO
 MB2740  PID         -  MB2740
 MB2740  STATE/COUNTY-  OH/PORTAGE
 MB2740  USGS QUAD   -  HUDSON (1984)
 MB2740
 MB2740                         *CURRENT SURVEY CONTROL
 MB2740  ___________________________________________________________________
 MB2740* NAD 83(1995)-  41 10 27.50746(N)    081 22 55.96329(W)     ADJUSTED  
 MB2740* NAVD 88     -       319.3    (meters)    1048.     (feet)  GPS OBS   
 MB2740  ___________________________________________________________________
 MB2740  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 MB2740  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB2740
 MB2740  HORZ ORDER  -  FIRST
 MB2740
 MB2740.The horizontal coordinates were established by GPS observations
 MB2740.and adjusted by the National Geodetic Survey in April 1998..
 MB2740
 MB2740.The orthometric height was determined by GPS observations and a
 MB2740.high-resolution geoid model.
 MB2740
 MB2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2740
 MB2740.The geoid height was determined by GEOID03.
 MB2740
 MB2740;                    North         East     Units Scale Factor Converg.
 MB2740;SPC OH N     -   168,018.787   693,788.988   MT  0.99994087   +0 44 03.6
 MB2740;UTM  17      - 4,558,177.556   467,940.185   MT  0.99961265   -0 15 05.9
 MB2740
 MB2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2740!SPC OH N     -   0.99995518  x   0.99994087  =   0.99989606
 MB2740!UTM  17      -   0.99995518  x   0.99961265  =   0.99956785
 MB2740
 MB2740                          SUPERSEDED SURVEY CONTROL
 MB2740
 MB2740  NAD 83(1986)-  41 10 27.51550(N)    081 22 55.96508(W) AD(       ) 1
 MB2740  NAD 83(1986)-  41 10 27.51513(N)    081 22 55.96827(W) AD(       ) 2
 MB2740  NAD 27      -  41 10 27.30897(N)    081 22 56.58073(W) AD(       ) 2
 MB2740  NGVD 29 (07/19/86)  320.     (m)         1050.     (f) VERT ANG       
 MB2740
 MB2740.Superseded values are not recommended for survey control.
 MB2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2740.See file dsdata.txt to determine how the superseded data were derived.
 MB2740
 MB2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6794058178(NAD 83)
 MB2740_MARKER: DD = SURVEY DISK
 MB2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2740_STAMPING: 093-046-1 1977
 MB2740_MARK LOGO: OH-133
 MB2740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB2740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2740+STABILITY: SURFACE MOTION
 MB2740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2740+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1992
 MB2740
 MB2740  HISTORY     - Date     Condition        Report By
 MB2740  HISTORY     - 1977     MONUMENTED       OH-133
 MB2740  HISTORY     - 19921201 GOOD             OH3880
 MB2740
 MB2740                          STATION DESCRIPTION
 MB2740
 MB2740'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2740'THE STATION IS ABOUT 7-1/2 MILES WEST-NORTHWEST OF RAVENNA,
 MB2740'5 MILES SOUTHWEST OF STREETSBORO, 2 MILES NORTHWEST
 MB2740'OF KENT, AND ON THE RIGHT-OF-WAY OF JOHNSON ROAD, TOWNSHIP HIGHWAY
 MB2740'141.
 MB2740'
 MB2740'TO REACH THE STATION FROM KENT AT THE INTERSECTION OF
 MB2740'STATE ROUTES 59 AND 43 SOUTH,
 MB2740'GO WEST ON STATE ROUTE 59 FOR 0.15 MILE
 MB2740'TO THE INTERSECTION OF STATE ROUTE 43 NORTH, GOUGLER
 MB2740'AVENUE.  TURN RIGHT AND GO NORTH FOR 0.35 MILE TO THE
 MB2740'INTERSECTION OF FAIRCHILD AVENUE TO THE LEFT.  TURN LEFT AND GO
 MB2740'WEST ON FAIRCHILD AVENUE FOR 1.8 MILES TO THE INTERSECTION OF
 MB2740'NEWCOMER ROAD, COUNTY HIGHWAY 85, AT THE WEST PORTAGE
 MB2740'COUNTYLINE.  TURN RIGHT AND GO NORTH FOR 0.65 MILE TO
 MB2740'THE INTERSECTION OF JOHNSON ROAD.  TURN RIGHT ON
 MB2740'JOHNSON ROAD AND GO EAST FOR 0.55 MILE TO A SMALL KNOLL AND
 MB2740'THE STATION ON THE RIGHT.
 MB2740'
 MB2740'STATION MARK, STAMPED---93-046-1 1977---, IS A PORTAGE COUNTY
 MB2740'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2740'POST FLUSH WITH THE GROUND SURFACE.  IT IS 101.7 FEET
 MB2740'NORTHEAST OF A ONE STORY BRICK DUPLEX, NUMBER 312, 51.9 FEET
 MB2740'SOUTH OF A 10-INCH PINE TREE, 73.2 FEET EAST OF POWER POLE
 MB2740'NUMBER FP 568, 50.3 FEET SOUTH OF THE CORNER FENCE POST NORTH
 MB2740'OF JOHNSON ROAD, 48.3 FEET SOUTHEAST OF A 12-INCH PINE TREE,
 MB2740'AND 19.8 FEET SOUTH OF THE CENTERLINE OF JOHNSON ROAD.
 MB2740'
 MB2740'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2740'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2740'STATION 103 050 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2740'
 MB2740'DESCRIBED BY F.J. PINTER.
 MB2740
 MB2740                          STATION RECOVERY (1992)
 MB2740
 MB2740'RECOVERY NOTE BY CITY OF KENT OHIO 1992 (BW)
 MB2740'THE STATION MARK IS ON THE SOUTH SIDE OF JOHNSON ROAD JUST SOUTHEAST
 MB2740'OF HOUSE NO. 315 ACROSS THE STREET IN THE NORTHWEST PART OF THE CITY
 MB2740'OF KENT, OHIO. TO REACH THE STATION FROM THE JUNCTION OF SOUTH WATER
 MB2740'STREET (STATE ROUTE 43) AND HAYMAKER PARKWAY (STATE ROUTE 59) NEAR
 MB2740'KENT CITY HALL, TRAVEL WEST ON HAYMAKER PARKWAY ABOUT 1.5 MI TO THE
 MB2740'INTERSECTION OF SPAULDING DRIVE ON THE RIGHT. NOTE, HAYMAKER PARKWAY
 MB2740'NAME CHANGES TO WEST MAIN STREET NEAR JUNCTION OF LONGMERE AVENUE.
 MB2740'TURN RIGHT AND TRAVEL NORTH ON SPAULDING DRIVE ABOUT 0.2 MI TO
 MB2740'JUNCTION OF SILVER MEADOWS BOULEVARD JUST NORTH OF THE BRIDGE OVER
 MB2740'FISHCREEK. TURN LEFT AND TRAVEL NORTH ON SILVER MEADOWS BOULEVARD
 MB2740'ABOUT 0.7 MI TO THE JUNCTION OF FAIRCHILD AVENUE. TURN LEFT AND TRAVEL
 MB2740'NORTHWEST ABOUT 0.3 MI TO THE JUNCTION OF NEWCOMBER ROAD ON THE RIGHT.
 MB2740'TURN RIGHT ON TO NEWCOMBER ROAD AND TRAVEL NORTH ABOUT 0.6 MI TO THE
 MB2740'JUNCTION OF JOHNSON ROAD ON THE RIGHT. TURN RIGHT ON TO JOHNSON ROAD
 MB2740'AND TRAVEL ABOUT 0.5 MI AND THE STATION ON THE RIGHT. THE STATION MARK
 MB2740'IS A STANDARD PORTAGE COUNTY SURVEY MARK BRONZE DISK STAMPED 093-046-1
 MB2740'SET IN A CONCRETE MASS FLUSH WITH THE SURFACE. THE STATION IS ABOUT
 MB2740'74.1 FT EAST OF UTILITY POLE NO. HP-568. THIS UTILITY POLE IS JUST
 MB2740'WEST OF THE GRAVEL DRIVE TO A BRICK DUPLEX NO. 312 ON THE SOUTH SIDE
 MB2740'OF THE ROAD. THE STATION IS 52.4 FT SOUTHEAST OF A PINE TREE ACROSS
 MB2740'THE STREET AND IS ABOUT 10 FT SOUTH OF THE EXISTING SOUTH EDGE OF
 MB2740'PAVEMENT. STATION MARK FR-46-02 ON THE EAST SIDE OF NEWCOMBER ROAD
 MB2740'ABOUT 0.5 MI TO THE WEST MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2631 ***********************************************************************
 MB2631  DESIGNATION -  93 048 1 P CO
 MB2631  PID         -  MB2631
 MB2631  STATE/COUNTY-  OH/PORTAGE
 MB2631  USGS QUAD   -  KENT (1994)
 MB2631
 MB2631                         *CURRENT SURVEY CONTROL
 MB2631  ___________________________________________________________________
 MB2631* NAD 83(1995)-  41 10 21.05551(N)    081 21 55.94361(W)     ADJUSTED  
 MB2631* NAVD 88     -       324.     (meters)    1063.     (feet)  VERTCON   
 MB2631  ___________________________________________________________________
 MB2631  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 MB2631  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB2631
 MB2631  HORZ ORDER  -  SECOND
 MB2631
 MB2631.The horizontal coordinates were established by classical geodetic methods
 MB2631.and adjusted by the National Geodetic Survey in April 1998..
 MB2631
 MB2631.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2631
 MB2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2631
 MB2631.The geoid height was determined by GEOID03.
 MB2631
 MB2631;                    North         East     Units Scale Factor Converg.
 MB2631;SPC OH N     -   167,837.841   695,190.388   MT  0.99994081   +0 44 43.0
 MB2631;UTM  17      - 4,557,972.589   469,337.805   MT  0.99961157   -0 14 26.3
 MB2631
 MB2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2631!SPC OH N     -   0.99995447  x   0.99994081  =   0.99989529
 MB2631!UTM  17      -   0.99995447  x   0.99961157  =   0.99956606
 MB2631
 MB2631                          SUPERSEDED SURVEY CONTROL
 MB2631
 MB2631  NAD 83(1986)-  41 10 21.06340(N)    081 21 55.94818(W) AD(       ) 2
 MB2631  NAD 27      -  41 10 20.85738(N)    081 21 56.56253(W) AD(       ) 2
 MB2631  NGVD 29 (07/19/86)  324.     (m)         1063.     (f) VERT ANG       
 MB2631
 MB2631.Superseded values are not recommended for survey control.
 MB2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2631.See file dsdata.txt to determine how the superseded data were derived.
 MB2631
 MB2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6933857973(NAD 83)
 MB2631_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2631+STABILITY: SURFACE MOTION
 MB2631
 MB2631  HISTORY     - Date     Condition        Report By
 MB2631  HISTORY     - 1977     MONUMENTED       OH-133
 MB2631
 MB2631                          STATION DESCRIPTION
 MB2631
 MB2631'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2631'THE STATION IS ABOUT 6-3/4 MILES WEST-NORTHWEST OF RAVENNA,
 MB2631'4-3/4 MILES SOUTHWEST OF STREETSBORO, 1-1/4 MILES
 MB2631'NORTHWEST OF KENT, AND ON THE RIGHT-OF-WAY OF HUDSON ROAD,
 MB2631'TOWNSHIP HIGHWAY 146.
 MB2631'
 MB2631'TO REACH THE STATION FROM KENT AT THE INTERSECTION OF
 MB2631'STATE ROUTES 59 AND 43 SOUTH,
 MB2631'GO WEST ON STATE ROUTE 59 FOR 0.15 MILE
 MB2631'TO THE INTERSECTION OF STATE ROUTE 43 NORTH,
 MB2631'GOUGLER AVENUE.  TURN RIGHT AND GO NORTH FOR 0.35 MILE TO THE
 MB2631'INTERSECTION OF FAIRCHILD AVENUE TO THE LEFT.  TURN LEFT AND
 MB2631'GO WEST ON FAIRCHILD AVENUE FOR 1.8 MILES TO THE INTERSECTION
 MB2631'OF NEWCOMER ROAD, COUNTY HIGHWAY 85, AT THE WEST PORTAGE
 MB2631'COUNTYLINE.  TURN RIGHT AND GO NORTH FOR 0.65 MILE TO
 MB2631'THE INTERSECTION OF JOHNSON ROAD.  TURN RIGHT ON
 MB2631'JOHNSON ROAD AND GO EAST FOR 1.4 MILES TO THE
 MB2631'T-INTERSECTION OF HUDSON ROAD.  TURN RIGHT AND GO SOUTH FOR
 MB2631'0.1 MILE TO THE CURVE IN THE ROAD AND THE STATION TO THE
 MB2631'RIGHT.
 MB2631'
 MB2631'STATION MARK, STAMPED---93-048-1 1977---, IS A PORTAGE COUNTY
 MB2631'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2631'POST AND FLUSH WITH THE GROUND SURFACE.  IT IS 74.5 FEET WEST
 MB2631'OF THE SOUTHWEST CORNER OF A TWO STORY HOUSE, NUMBER 1257, 56.4
 MB2631'FEET SOUTH OF A 20-INCH WALNUT TREE, 43.7 FEET NORTH OF A
 MB2631'27-INCH WALNUT TREE, 48.0 FEET WEST OF TELEPHONE POLE NUMBER
 MB2631'1/14, 17.8 FEET NORTHEAST OF POWER POLE NUMBER FR 494, AND
 MB2631'19.1 FEET WEST OF THE CENTERLINE OF HUDSON ROAD.
 MB2631'
 MB2631'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2631'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2631'STATION 103 050 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2631'
 MB2631'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2609 ***********************************************************************
 MB2609  DESIGNATION -  93 058 1 P CO
 MB2609  PID         -  MB2609
 MB2609  STATE/COUNTY-  OH/PORTAGE
 MB2609  USGS QUAD   -  KENT (1994)
 MB2609
 MB2609                         *CURRENT SURVEY CONTROL
 MB2609  ___________________________________________________________________
 MB2609* NAD 83(1995)-  41 10 47.99361(N)    081 20 15.59607(W)     ADJUSTED  
 MB2609* NAVD 88     -       343.9    (meters)    1128.     (feet)  VERTCON   
 MB2609  ___________________________________________________________________
 MB2609  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 MB2609  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MB2609
 MB2609  HORZ ORDER  -  SECOND
 MB2609
 MB2609.The horizontal coordinates were established by classical geodetic methods
 MB2609.and adjusted by the National Geodetic Survey in April 1998..
 MB2609
 MB2609.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2609
 MB2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2609
 MB2609.The geoid height was determined by GEOID03.
 MB2609
 MB2609;                    North         East     Units Scale Factor Converg.
 MB2609;SPC OH N     -   168,699.535   697,518.058   MT  0.99994105   +0 45 48.9
 MB2609;UTM  17      - 4,558,793.833   471,679.183   MT  0.99960987   -0 13 20.4
 MB2609
 MB2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2609!SPC OH N     -   0.99995132  x   0.99994105  =   0.99989238
 MB2609!UTM  17      -   0.99995132  x   0.99960987  =   0.99956121
 MB2609
 MB2609:                Primary Azimuth Mark                     Grid Az
 MB2609:SPC OH N     -  KENT KSU RAD STA WKSU MAST               180 23 17.2
 MB2609:UTM  17      -  KENT KSU RAD STA WKSU MAST               181 22 26.5
 MB2609
 MB2609|---------------------------------------------------------------------|
 MB2609| PID    Reference Object                     Distance      Geod. Az  |
 MB2609|                                                           dddmmss.s |
 MB2609| MB2610 KENT KSU RAD STA WKSU MAST          APPROX. 3.2 KM 1810906.1 |
 MB2609| MB2619 KENT KSU TANK                       APPROX. 3.5 KM 1955011.8 |
 MB2609| MB2630 KENT MUN TANK                       APPROX. 3.1 KM 2241551.7 |
 MB2609| MB2612 93 068 1 P CO                       APPROX. 1.3 KM 3423414.2 |
 MB2609|---------------------------------------------------------------------|
 MB2609
 MB2609                          SUPERSEDED SURVEY CONTROL
 MB2609
 MB2609  NAD 83(1986)-  41 10 48.00222(N)    081 20 15.59809(W) AD(       ) 2
 MB2609  NAD 27      -  41 10 47.79722(N)    081 20 16.21605(W) AD(       ) 2
 MB2609  NGVD 29 (07/19/86)  344.1    (m)         1129.     (f) VERT ANG       
 MB2609
 MB2609.Superseded values are not recommended for survey control.
 MB2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2609.See file dsdata.txt to determine how the superseded data were derived.
 MB2609
 MB2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7167958794(NAD 83)
 MB2609_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2609+STABILITY: SURFACE MOTION
 MB2609
 MB2609  HISTORY     - Date     Condition        Report By
 MB2609  HISTORY     - 1977     MONUMENTED       OH-133
 MB2609
 MB2609                          STATION DESCRIPTION
 MB2609
 MB2609'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2609'THE STATION IS ABOUT 5-1/4 MILES NORTHWEST OF RAVENNA, 4-1/2
 MB2609'MILES SOUTH OF STREETSBORO, 2-1/4 MILES NORTHEAST OF KENT, AND
 MB2609'ON THE RIGHT-OF-WAY OF RAVENNA ROAD.
 MB2609'
 MB2609'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59 AND
 MB2609'43 SOUTH IN KENT, GO WEST ON STATE ROUTE 59
 MB2609'FOR 0.15 MILE TO THE INTERSECTION OF STATE ROUTE 43 NORTH.
 MB2609'TURN RIGHT AND GO NORTH ON GOUGLER AVENUE
 MB2609'FOR 0.3 MILE TO THE INTERSECTION OF MANTUA STREET.  CONTINUE
 MB2609'NORTH ON STATE ROUTE 43 FOR 2.15 MILES TO THE INTERSECTION OF
 MB2609'RAVENNA ROAD.  TURN RIGHT ON RAVENNA ROAD AND GO EAST FOR 0.6
 MB2609'MILE TO THE STATION ON THE RIGHT, ON THE HIGHEST SECTION
 MB2609'OF THE ROOF OF THE AKRON WATER WORKS BUILDING.
 MB2609'
 MB2609'STATION MARK, STAMPED---93-058-1 1977---, IS A PORTAGE COUNTY
 MB2609'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2609'SLAB THAT PROJECTS ABOUT 5 INCHES ABOVE THE ROOF SURFACE.
 MB2609'IT IS 28.45 FEET NORTHWEST OF THE INSIDE EDGE OF THE LEDGE
 MB2609'OF THE SOUTHEAST CORNER OF THE ROOF, 26.31 FEET NORTHEAST
 MB2609'OF THE INSIDE EDGE OF THE LEDGE OF THE SOUTHWEST CORNER,
 MB2609'11.69 FEET SOUTHWEST OF THE INSIDE EDGE OF THE LEDGE OF
 MB2609'THE NORTHEAST CORNER, AND 4.72 FEET SOUTHEAST OF THE INSIDE
 MB2609'EDGE OF THE LEDGE OF THE NORTHWEST CORNER.
 MB2609'
 MB2609'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2609'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2609'STATION 93 068 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2609'
 MB2609'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2739 ***********************************************************************
 MB2739  DESIGNATION -  93 064 1 P CO
 MB2739  PID         -  MB2739
 MB2739  STATE/COUNTY-  OH/PORTAGE
 MB2739  USGS QUAD   -  HUDSON (1984)
 MB2739
 MB2739                         *CURRENT SURVEY CONTROL
 MB2739  ___________________________________________________________________
 MB2739* NAD 83(1995)-  41 11 23.91658(N)    081 22 42.07209(W)     ADJUSTED  
 MB2739* NAVD 88     -       326.     (meters)    1070.     (feet)  VERTCON   
 MB2739  ___________________________________________________________________
 MB2739  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 MB2739  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2739
 MB2739  HORZ ORDER  -  SECOND
 MB2739
 MB2739.The horizontal coordinates were established by classical geodetic methods
 MB2739.and adjusted by the National Geodetic Survey in April 1998..
 MB2739
 MB2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2739
 MB2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2739
 MB2739.The geoid height was determined by GEOID03.
 MB2739
 MB2739;                    North         East     Units Scale Factor Converg.
 MB2739;SPC OH N     -   169,762.879   694,090.357   MT  0.99994141   +0 44 12.7
 MB2739;UTM  17      - 4,559,915.632   468,271.413   MT  0.99961239   -0 14 57.0
 MB2739
 MB2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2739!SPC OH N     -   0.99995416  x   0.99994141  =   0.99989558
 MB2739!UTM  17      -   0.99995416  x   0.99961239  =   0.99956657
 MB2739
 MB2739                          SUPERSEDED SURVEY CONTROL
 MB2739
 MB2739  NAD 83(1986)-  41 11 23.92535(N)    081 22 42.07446(W) AD(       ) 2
 MB2739  NAD 27      -  41 11 23.72013(N)    081 22 42.68763(W) AD(       ) 2
 MB2739  NGVD 29 (07/19/86)  326.     (m)         1070.     (f) VERT ANG       
 MB2739
 MB2739.Superseded values are not recommended for survey control.
 MB2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2739.See file dsdata.txt to determine how the superseded data were derived.
 MB2739
 MB2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6827159916(NAD 83)
 MB2739_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2739+STABILITY: SURFACE MOTION
 MB2739
 MB2739  HISTORY     - Date     Condition        Report By
 MB2739  HISTORY     - 1977     MONUMENTED       OH-133
 MB2739
 MB2739                          STATION DESCRIPTION
 MB2739
 MB2739'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2739'THE STATION IS ABOUT 6-1/4 MILES NORTHWEST OF BRIMFIELD, 3-3/4
 MB2739'MILES SOUTHWEST OF STREETSBORO, 2-3/4 MILES NORTHWEST OF KENT,
 MB2739'AND ON THE RIGHT-OF-WAY OF SPELL ROAD, TOWNSHIP HIGHWAY 142.
 MB2739'
 MB2739'TO REACH THE STATION FROM THE INTERSECTION OF
 MB2739'STATE ROUTES 59 AND 43 SOUTH
 MB2739'IN KENT, GO WEST ON STATE ROUTE 59 FOR 0.15 MILE
 MB2739'TO THE INTERSECTION OF GOUGLER AVENUE, STATE
 MB2739'ROUTE 43, NORTH.  TURN RIGHT AND GO NORTH FOR 0.35 MILE ON
 MB2739'GOUGLER AVENUE TO THE INTERSECTION OF FAIRCHILD AVENUE TO THE
 MB2739'LEFT.  TURN LEFT ON FAIRCHILD AVENUE AND GO WEST FOR 0.1 MILE
 MB2739'TO THE INTERSECTION OF HUDSON ROAD, TOWNSHIP HIGHWAY 146.
 MB2739'TURN RIGHT AND GO NORTH ON HUDSON ROAD FOR 1.8 MILES TO THE
 MB2739'INTERSECTION OF JUDSON ROAD, TOWNSHIP HIGHWAY 143.  TURN
 MB2739'LEFT AND GO WEST ON JUDSON ROAD FOR 0.7 MILE TO THE
 MB2739'INTERSECTION OF SPELL ROAD.  TURN LEFT AND GO
 MB2739'SOUTHWEST AND WEST ON SPELL ROAD FOR 0.15 MILE TO THE
 MB2739'STATION ON THE RIGHT.
 MB2739'
 MB2739'STATION MARK, STAMPED---93-064-1 1977---, IS A PORTAGE COUNTY
 MB2739'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2739'POST AND FLUSH WITH THE GROUND SURFACE.  IT IS 115.1 FEET WEST
 MB2739'OF POWER AND TELEPHONE POLE NUMBER 102/5, 61.0 FEET EAST OF
 MB2739'TELEPHONE AND POWER POLE NUMBER 102/6, 57.2 FEET NORTHWEST
 MB2739'OF A P.K. SPIKE IN A WOODEN FENCE POST,
 MB2739'50.6 FEET NORTHEAST OF A P.K. SPIKE IN A WOODEN FENCE POST,
 MB2739'AND 20.1 FEET NORTH OF THE CENTERLINE OF SPELL ROAD.
 MB2739'
 MB2739'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2739'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2739'STATION 93 065 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2739'
 MB2739'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2636 ***********************************************************************
 MB2636  DESIGNATION -  93 065 1 P CO
 MB2636  PID         -  MB2636
 MB2636  STATE/COUNTY-  OH/PORTAGE
 MB2636  USGS QUAD   -  KENT (1994)
 MB2636
 MB2636                         *CURRENT SURVEY CONTROL
 MB2636  ___________________________________________________________________
 MB2636* NAD 83(1995)-  41 11 20.11424(N)    081 22 24.16952(W)     ADJUSTED  
 MB2636* NAVD 88     -       328.7    (meters)    1078.     (feet)  VERTCON   
 MB2636  ___________________________________________________________________
 MB2636  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 MB2636  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2636
 MB2636  HORZ ORDER  -  SECOND
 MB2636
 MB2636.The horizontal coordinates were established by classical geodetic methods
 MB2636.and adjusted by the National Geodetic Survey in April 1998..
 MB2636
 MB2636.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2636
 MB2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2636
 MB2636.The geoid height was determined by GEOID03.
 MB2636
 MB2636;                    North         East     Units Scale Factor Converg.
 MB2636;SPC OH N     -   169,650.972   694,509.008   MT  0.99994137   +0 44 24.5
 MB2636;UTM  17      - 4,559,796.577   468,687.939   MT  0.99961207   -0 14 45.2
 MB2636
 MB2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2636!SPC OH N     -   0.99995371  x   0.99994137  =   0.99989508
 MB2636!UTM  17      -   0.99995371  x   0.99961207  =   0.99956580
 MB2636
 MB2636|---------------------------------------------------------------------|
 MB2636| PID    Reference Object                     Distance      Geod. Az  |
 MB2636|                                                           dddmmss.s |
 MB2636| MB2633 93 065 2 P CO                       317.093 METERS 14016     |
 MB2636| MB2739 93 064 1 P CO                       433.375 METERS 2854219.8 |
 MB2636|---------------------------------------------------------------------|
 MB2636
 MB2636                          SUPERSEDED SURVEY CONTROL
 MB2636
 MB2636  NAD 83(1986)-  41 11 20.12296(N)    081 22 24.17192(W) AD(       ) 2
 MB2636  NAD 27      -  41 11 19.91774(N)    081 22 24.78565(W) AD(       ) 2
 MB2636  NGVD 29 (07/19/86)  328.9    (m)         1079.     (f) VERT ANG       
 MB2636
 MB2636.Superseded values are not recommended for survey control.
 MB2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2636.See file dsdata.txt to determine how the superseded data were derived.
 MB2636
 MB2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6868859797(NAD 83)
 MB2636_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2636+STABILITY: SURFACE MOTION
 MB2636
 MB2636  HISTORY     - Date     Condition        Report By
 MB2636  HISTORY     - 1977     MONUMENTED       OH-133
 MB2636
 MB2636                          STATION DESCRIPTION
 MB2636
 MB2636'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2636'THE STATION IS ABOUT 7-1/4 MILES NORTHWEST OF
 MB2636'RAVENNA, 3-3/4 MILES SOUTHWEST OF STREETSBORO, AND 2-1/2 MILES
 MB2636'NORTHWEST OF KENT, AND ON THE RIGHT-OF-WAY OF JUDSON ROAD,
 MB2636'TOWNSHIP HIGHWAY 143.
 MB2636'
 MB2636'TO REACH THE STATION FROM THE INTERSECTION OF
 MB2636'STATE ROUTES 59 AND 43 SOUTH
 MB2636'IN KENT, GO WEST ON STATE ROUTE 59 FOR 0.15 MILE
 MB2636'TO THE INTERSECTION OF GOUGLER AVENUE, STATE
 MB2636'ROUTE 43 NORTH.  TURN RIGHT AND GO NORTH FOR 0.35 MILE ON
 MB2636'GOUGLER AVENUE TO THE INTERSECTION OF FAIRCHILD AVENUE.
 MB2636'TURN LEFT ON FAIRCHILD AVENUE AND GO WEST FOR 0.1 MILE
 MB2636'TO THE INTERSECTION OF HUDSON ROAD, TOWNSHIP HIGHWAY 146.
 MB2636'TURN RIGHT AND GO NORTH ON HUDSON ROAD FOR 1.8 MILES TO THE
 MB2636'INTERSECTION OF JUDSON ROAD.  TURN LEFT ON JUDSON ROAD
 MB2636'AND GO NORTHWEST FOR 0.35 MILE TO AZIMUTH
 MB2636'MARK 93 065 2 P CO ON THE LEFT.  CONTINUE
 MB2636'NORTHWEST ON JUDSON ROAD FOR 0.2 MILE TO THE STATION ON THE
 MB2636'RIGHT.  CONTINUE NORTHWEST ON JUDSON ROAD FOR 0.15 MILE
 MB2636'TO THE INTERSECTION OF SPELL ROAD, TOWNSHIP HIGHWAY 142.
 MB2636'TURN LEFT ON SPELL ROAD AND GO SOUTHWEST AND WEST ON
 MB2636'SPELL ROAD TO AZIMUTH MARK 93 064 1 P CO ON THE RIGHT.
 MB2636'
 MB2636'STATION MARKS, STAMPED---93-065-1 1977---, ARE PORTAGE COUNTY
 MB2636'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2636'CYLINDRICAL CONCRETE POST AND FLUSH WITH THE GROUND SURFACE.
 MB2636'IT IS 72.5 FEET NORTHEAST OF TELEPHONE POLE NUMBER 1217,
 MB2636'59.8 FEET NORTH OF A SPIKE IN THE NORTHWEST SIDE OF A STUMP,
 MB2636'32.8 FEET SOUTHEAST OF POWER POLE NUMBER FP 1185, AND 23.0
 MB2636'FEET NORTHEAST OF THE CENTERLINE OF JUDSON ROAD.  THE
 MB2636'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 MB2636'42 INCHES BELOW THE GROUND SURFACE.
 MB2636'
 MB2636'AZIMUTH MARK 93 064 1 P CO,
 MB2636'STAMPED---93-064-1 1977---, IS A PORTAGE COUNTY
 MB2636'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2636'POST AND FLUSH WITH THE GROUND SURFACE.  IT IS 115.1 FEET WEST
 MB2636'OF POWER AND TELEPHONE POLE NUMBER 102/5, 61.0 FEET EAST OF
 MB2636'TELEPHONE AND POWER POLE NUMBER 102/6, 57.2 FEET NORTHWEST
 MB2636'OF A P.K. SPIKE IN A WOODEN POST, 50.6
 MB2636'FEET NORTHEAST OF A P.K. SPIKE IN A WOODEN FENCE POST,
 MB2636'AND
 MB2636'20.1 FEET NORTH OF THE CENTERLINE OF SPELL ROAD.
 MB2636'
 MB2636'AZIMUTH MARK 93 065 2 P CO,
 MB2636'STAMPED---93-065-2 1977---, IS A PORTAGE COUNTY
 MB2636'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2636'POST AND FLUSH WITH THE GROUND SURFACE.  IT IS 78.4 FEET WEST
 MB2636'OF POWER POLE NUMBER MP 1180, 53.4 FEET SOUTH OF A 4-INCH
 MB2636'ASH TREE, 50.4 FEET NORTHWEST OF TELEPHONE POLE NUMBER
 MB2636'12/10, 27.1 FEET NORTH OF A 12-INCH APPLE TREE, AND 17.9 FEET
 MB2636'SOUTHWEST OF THE CENTERLINE OF JUDSON ROAD.
 MB2636'
 MB2636'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2636'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2636'
 MB2636'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2633 ***********************************************************************
 MB2633  DESIGNATION -  93 065 2 P CO
 MB2633  PID         -  MB2633
 MB2633  STATE/COUNTY-  OH/PORTAGE
 MB2633  USGS QUAD   -  KENT (1994)
 MB2633
 MB2633                         *CURRENT SURVEY CONTROL
 MB2633  ___________________________________________________________________
 MB2633* NAD 83(1995)-  41 11 12.20938(N)    081 22 15.47230(W)     ADJUSTED  
 MB2633* NAVD 88     -       325.     (meters)    1066.     (feet)  VERTCON   
 MB2633  ___________________________________________________________________
 MB2633  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 MB2633  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2633
 MB2633  HORZ ORDER  -  SECOND
 MB2633
 MB2633.The horizontal coordinates were established by classical geodetic methods
 MB2633.and adjusted by the National Geodetic Survey in April 1998..
 MB2633
 MB2633.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2633
 MB2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2633
 MB2633.The geoid height was determined by GEOID03.
 MB2633
 MB2633;                    North         East     Units Scale Factor Converg.
 MB2633;SPC OH N     -   169,409.768   694,714.816   MT  0.99994129   +0 44 30.2
 MB2633;UTM  17      - 4,559,551.948   468,889.499   MT  0.99961191   -0 14 39.4
 MB2633
 MB2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2633!SPC OH N     -   0.99995432  x   0.99994129  =   0.99989561
 MB2633!UTM  17      -   0.99995432  x   0.99961191  =   0.99956625
 MB2633
 MB2633                          SUPERSEDED SURVEY CONTROL
 MB2633
 MB2633  NAD 83(1986)-  41 11 12.21807(N)    081 22 15.47475(W) AD(       ) 2
 MB2633  NAD 27      -  41 11 12.01279(N)    081 22 16.08872(W) AD(       ) 2
 MB2633  NGVD 29 (07/19/86)  325.     (m)         1066.     (f) VERT ANG       
 MB2633
 MB2633.Superseded values are not recommended for survey control.
 MB2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2633.See file dsdata.txt to determine how the superseded data were derived.
 MB2633
 MB2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6888959552(NAD 83)
 MB2633_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2633+STABILITY: SURFACE MOTION
 MB2633
 MB2633  HISTORY     - Date     Condition        Report By
 MB2633  HISTORY     - 1977     MONUMENTED       OH-133
 MB2633
 MB2633                          STATION DESCRIPTION
 MB2633
 MB2633'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2633'THE STATION IS ABOUT 5-3/4 MILES NORTHWEST OF BRIMFIELD, 4
 MB2633'MILES SOUTH-SOUTHWEST OF STREETSBORO, 2-1/2 MILES
 MB2633'NORTH-NORTHWEST OF KENT, AND ON THE RIGHT-OF-WAY OF
 MB2633'JUDSON ROAD, TOWNSHIP HIGHWAY 143.
 MB2633'
 MB2633'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2633'AND 43 SOUTH IN KENT, GO WEST ON STATE ROUTE 59 FOR 0.15 MILE
 MB2633'TO THE INTERSECTION OF GOUGLER AVENUE, STATE
 MB2633'ROUTE 43 NORTH.  TURN RIGHT AND GO NORTH FOR 0.35 MILE ON
 MB2633'GOUGLER AVENUE TO THE INTERSECTION OF FAIRCHILD AVENUE TO THE
 MB2633'LEFT.  TURN LEFT ON FAIRCHILD AVENUE AND GO WEST FOR 0.1 MILE
 MB2633'TO THE INTERSECTION OF HUDSON ROAD, TOWNSHIP HIGHWAY 146.
 MB2633'TURN RIGHT AND GO NORTH ON HUDSON ROAD FOR 1.8 MILES TO THE
 MB2633'INTERSECTION OF JUDSON ROAD.  TURN LEFT ON JUDSON ROAD
 MB2633'AND GO NORTHWEST FOR 0.35 MILE TO THE STATION ON THE LEFT.
 MB2633'STATION MARK, STAMPED---93-065-2 1977---, IS A PORTAGE
 MB2633'COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2633'CONCRETE POST AND FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2633'78.4 FEET WEST OF POWER POLE NUMBER MP 1180, 53.4 FEET SOUTH
 MB2633'OF A 4-INCH ASH TREE, 50.4 FEET NORTHWEST OF TELEPHONE
 MB2633'POLE NUMBER 12/10, 27.1 FEET NORTH OF A 12-INCH APPLE
 MB2633'TREE, AND 17.9 FEET SOUTHWEST OF THE CENTERLINE OF JUDSON
 MB2633'ROAD.
 MB2633'
 MB2633'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2633'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2633'STATION 93 065 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2633'
 MB2633'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2612 ***********************************************************************
 MB2612  DESIGNATION -  93 068 1 P CO
 MB2612  PID         -  MB2612
 MB2612  STATE/COUNTY-  OH/PORTAGE
 MB2612  USGS QUAD   -  KENT (1994)
 MB2612
 MB2612                         *CURRENT SURVEY CONTROL
 MB2612  ___________________________________________________________________
 MB2612* NAD 83(1995)-  41 11 29.00594(N)    081 20 32.64126(W)     ADJUSTED  
 MB2612* NAVD 88     -       326.1    (meters)    1070.     (feet)  VERTCON   
 MB2612  ___________________________________________________________________
 MB2612  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 MB2612  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2612
 MB2612  HORZ ORDER  -  SECOND
 MB2612
 MB2612.The horizontal coordinates were established by classical geodetic methods
 MB2612.and adjusted by the National Geodetic Survey in April 1998..
 MB2612
 MB2612.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2612
 MB2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2612
 MB2612.The geoid height was determined by GEOID03.
 MB2612
 MB2612;                    North         East     Units Scale Factor Converg.
 MB2612;SPC OH N     -   169,959.268   697,104.050   MT  0.99994146   +0 45 37.7
 MB2612;UTM  17      - 4,560,060.084   471,287.043   MT  0.99961015   -0 13 31.8
 MB2612
 MB2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2612!SPC OH N     -   0.99995412  x   0.99994146  =   0.99989558
 MB2612!UTM  17      -   0.99995412  x   0.99961015  =   0.99956429
 MB2612
 MB2612:                Primary Azimuth Mark                     Grid Az
 MB2612:SPC OH N     -  93 068 2 P CO                            225 14 25.9
 MB2612:UTM  17      -  93 068 2 P CO                            226 13 35.4
 MB2612
 MB2612|---------------------------------------------------------------------|
 MB2612| PID    Reference Object                     Distance      Geod. Az  |
 MB2612|                                                           dddmmss.s |
 MB2612| MB2616 93 068 2 P CO                       APPROX. 0.6 KM 2260003.6 |
 MB2612|---------------------------------------------------------------------|
 MB2612
 MB2612                          SUPERSEDED SURVEY CONTROL
 MB2612
 MB2612  NAD 83(1986)-  41 11 29.01462(N)    081 20 32.64300(W) AD(       ) 2
 MB2612  NAD 27      -  41 11 28.81001(N)    081 20 33.26068(W) AD(       ) 2
 MB2612  NGVD 29 (07/19/86)  326.3    (m)         1071.     (f) VERT ANG       
 MB2612
 MB2612.Superseded values are not recommended for survey control.
 MB2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2612.See file dsdata.txt to determine how the superseded data were derived.
 MB2612
 MB2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7128760060(NAD 83)
 MB2612_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2612+STABILITY: SURFACE MOTION
 MB2612
 MB2612  HISTORY     - Date     Condition        Report By
 MB2612  HISTORY     - 1977     MONUMENTED       OH-133
 MB2612
 MB2612                          STATION DESCRIPTION
 MB2612
 MB2612'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2612'THE STATION IS ABOUT 5-3/4 MILES NORTHWEST OF RAVENNA, 3-1/2
 MB2612'MILES SOUTH OF STREETSBORO, 2-3/4 MILES NORTH-NORTHEAST OF KENT,
 MB2612'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 43.
 MB2612'
 MB2612'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2612'AND 43 SOUTH IN KENT, GO WEST ON STATE ROUTE 59 FOR 0.15 MILE TO THE
 MB2612'INTERSECTION OF GOUGLER AVENUE, STATE ROUTE 43 NORTH.  TURN
 MB2612'RIGHT AND GO NORTH ON GOUGLER AVENUE FOR 0.3 MILE TO THE
 MB2612'INTERSECTION OF MANTUA STREET.  CONTINUE NORTH ON STATE ROUTE
 MB2612'43 FOR 2.2 MILES TO THE INTERSECTION OF RAVENNA ROAD ON THE
 MB2612'LEFT AND AZIMUTH MARK 93 068 2 P CO ON THE SOUTHWEST CORNER OF
 MB2612'THE INTERSECTION.  CONTINUE NORTH ON STATE ROUTE 43 FOR 0.3
 MB2612'MILE TO THE STATION ON THE RIGHT, 0.1 MILE SOUTH OF THE
 MB2612'INTERSECTION OF OVERLOOK DRIVE, COUNTY HIGHWAY 133A
 MB2612'
 MB2612'STATION MARK, STAMPED---93-068-1 1977---, IS A PORTAGE COUNTY
 MB2612'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2612'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 90.5 FEET
 MB2612'SOUTHWEST OF THE NORTHWEST CORNER OF A HOUSE AND GARAGE,
 MB2612'ADDRESS NUMBER 7374, 63.8 FEET NORTHWEST OF THE SOUTHWEST
 MB2612'CORNER OF THE SAME HOUSE, 42.2 FEET WEST-NORTHWEST OF A 12-INCH
 MB2612'MAPLE TREE, AND 21.0 FEET EAST OF THE CENTERLINE OF STATE ROUTE
 MB2612'43.
 MB2612'
 MB2612'AZIMUTH MARK 93 068 2 P CO, STAMPED---93-068-2 1977---, IS A
 MB2612'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2612'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2612'SURFACE.  IT IS 205.0 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 MB2612'INTERSECTION, 66.9 FEET WEST-NORTHWEST OF TELEPHONE AND POWER
 MB2612'POLE NUMBER 7/1, 56.3 FEET WEST OF THE MOST EASTERN GUARD RAIL
 MB2612'POST, 52.3 FEET EAST-NORTHEAST OF A TELEPHONE POLE, AND 17.0
 MB2612'FEET SOUTH OF THE CENTERLINE OF RAVENNA ROAD.
 MB2612'
 MB2612'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2612'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2612'STATION 93 058 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2612'
 MB2612'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2616 ***********************************************************************
 MB2616  DESIGNATION -  93 068 2 P CO
 MB2616  PID         -  MB2616
 MB2616  STATE/COUNTY-  OH/PORTAGE
 MB2616  USGS QUAD   -  KENT (1994)
 MB2616
 MB2616                         *CURRENT SURVEY CONTROL
 MB2616  ___________________________________________________________________
 MB2616* NAD 83(1995)-  41 11 15.37237(N)    081 20 51.33000(W)     ADJUSTED  
 MB2616* NAVD 88     -       331.     (meters)    1086.     (feet)  VERTCON   
 MB2616  ___________________________________________________________________
 MB2616  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 MB2616  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2616
 MB2616  HORZ ORDER  -  SECOND
 MB2616
 MB2616.The horizontal coordinates were established by classical geodetic methods
 MB2616.and adjusted by the National Geodetic Survey in April 1998..
 MB2616
 MB2616.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2616
 MB2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2616
 MB2616.The geoid height was determined by GEOID03.
 MB2616
 MB2616;                    North         East     Units Scale Factor Converg.
 MB2616;SPC OH N     -   169,532.976   696,674.164   MT  0.99994132   +0 45 25.5
 MB2616;UTM  17      - 4,559,641.391   470,850.030   MT  0.99961046   -0 13 44.0
 MB2616
 MB2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2616!SPC OH N     -   0.99995338  x   0.99994132  =   0.99989470
 MB2616!UTM  17      -   0.99995338  x   0.99961046  =   0.99956386
 MB2616
 MB2616                          SUPERSEDED SURVEY CONTROL
 MB2616
 MB2616  NAD 83(1986)-  41 11 15.38112(N)    081 20 51.33183(W) AD(       ) 2
 MB2616  NAD 27      -  41 11 15.17629(N)    081 20 51.94882(W) AD(       ) 2
 MB2616  NGVD 29 (07/19/86)  331.     (m)         1086.     (f) VERT ANG       
 MB2616
 MB2616.Superseded values are not recommended for survey control.
 MB2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2616.See file dsdata.txt to determine how the superseded data were derived.
 MB2616
 MB2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7085059641(NAD 83)
 MB2616_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2616+STABILITY: SURFACE MOTION
 MB2616
 MB2616  HISTORY     - Date     Condition        Report By
 MB2616  HISTORY     - 1977     MONUMENTED       OH-133
 MB2616
 MB2616                          STATION DESCRIPTION
 MB2616
 MB2616'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2616'THE STATION IS ABOUT 5-3/4 MILES NORTHWEST OF RAVENNA, 3-1/2
 MB2616'MILES SOUTH OF STREETSBORO, 2-3/4 MILES NORTH-NORTHEAST OF KENT,
 MB2616'AND ON THE RIGHT-OF-WAY OF RAVENNA ROAD, COUNTY HIGHWAY 145.
 MB2616'
 MB2616'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 59
 MB2616'AND 43 SOUTH IN KENT, GO WEST ON STATE ROUTE 59 FOR 0.15 MILE TO THE
 MB2616'INTERSECTION OF GOUGLER AVENUE, STATE ROUTE 43.  TURN RIGHT AND
 MB2616'GO NORTH ON GOUGLER AVENUE FOR 0.3 MILE TO THE INTERSECTION OF
 MB2616'MANTUA STREET.  CONTINUE NORTH ON STATE ROUTE 43 FOR 2.2 MILES
 MB2616'TO THE INTERSECTION OF RAVENNA ROAD ON THE LEFT AND THE
 MB2616'STATION ON THE SOUTHWEST CORNER OF THE INTERSECTION.
 MB2616'
 MB2616'STATION MARK, STAMPED---93-068-2 1977---, IS A PORTAGE COUNTY
 MB2616'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2616'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 205.0 FEET
 MB2616'WEST-SOUTHWEST OF THE CENTER OF THE INTERSECTION, 66.9 FEET
 MB2616'WEST-NORTHWEST OF TELEPHONE AND POWER POLE NUMBER 7/1, 56.3
 MB2616'FEET WEST OF THE MOST EASTERN GUARD RAIL POST, 52.3 FEET
 MB2616'EAST-NORTHEAST OF A TELEPHONE POLE, AND 17.0 FEET SOUTH OF THE
 MB2616'CENTERLINE OF RAVENNA ROAD.
 MB2616'
 MB2616'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2616'LIGHT ABOVE STATION MARK WAS 1.1 METERS.
 MB2616'STATION 93 068 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2616'
 MB2616'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2602 ***********************************************************************
 MB2602  DESIGNATION -  93 075 1 P CO
 MB2602  PID         -  MB2602
 MB2602  STATE/COUNTY-  OH/PORTAGE
 MB2602  USGS QUAD   -  KENT (1994)
 MB2602
 MB2602                         *CURRENT SURVEY CONTROL
 MB2602  ___________________________________________________________________
 MB2602* NAD 83(1995)-  41 12 00.12196(N)    081 19 37.78915(W)     ADJUSTED  
 MB2602* NAVD 88     -       336.     (meters)    1102.     (feet)  VERTCON   
 MB2602  ___________________________________________________________________
 MB2602  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 MB2602  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB2602
 MB2602  HORZ ORDER  -  SECOND
 MB2602
 MB2602.The horizontal coordinates were established by classical geodetic methods
 MB2602.and adjusted by the National Geodetic Survey in April 1998..
 MB2602
 MB2602.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2602
 MB2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2602
 MB2602.The geoid height was determined by GEOID03.
 MB2602
 MB2602;                    North         East     Units Scale Factor Converg.
 MB2602;SPC OH N     -   170,936.110   698,369.180   MT  0.99994180   +0 46 13.8
 MB2602;UTM  17      - 4,561,014.694   472,568.370   MT  0.99960926   -0 12 55.8
 MB2602
 MB2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2602!SPC OH N     -   0.99995260  x   0.99994180  =   0.99989440
 MB2602!UTM  17      -   0.99995260  x   0.99960926  =   0.99956188
 MB2602
 MB2602                          SUPERSEDED SURVEY CONTROL
 MB2602
 MB2602  NAD 83(1986)-  41 12 00.13038(N)    081 19 37.79012(W) AD(       ) 2
 MB2602  NAD 27      -  41 11 59.92632(N)    081 19 38.40989(W) AD(       ) 2
 MB2602  NGVD 29 (07/19/86)  336.     (m)         1102.     (f) VERT ANG       
 MB2602
 MB2602.Superseded values are not recommended for survey control.
 MB2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2602.See file dsdata.txt to determine how the superseded data were derived.
 MB2602
 MB2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7256861015(NAD 83)
 MB2602_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2602+STABILITY: SURFACE MOTION
 MB2602
 MB2602  HISTORY     - Date     Condition        Report By
 MB2602  HISTORY     - 1977     MONUMENTED       OH-133
 MB2602
 MB2602                          STATION DESCRIPTION
 MB2602
 MB2602'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2602'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF RAVENNA, 3-1/2
 MB2602'MILES NORTHEAST OF KENT, 3-1/4 MILES SOUTH OF STREETSBORO, AND
 MB2602'ON THE RIGHT-OF-WAY OF DIAGONAL ROAD, COUNTY HIGHWAY 155.
 MB2602'
 MB2602'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2602'AND 43 IN STREETSBORO, GO EAST, THEN SOUTHEAST
 MB2602'ON STATE ROUTE 14 FOR 2.2 MILES TO THE INTERSECTION OF
 MB2602'DIAGONAL ROAD.  TURN RIGHT AND GO SOUTH-SOUTHWEST ON DIAGONAL
 MB2602'ROAD FOR 1.5 MILES TO THE STATION ON THE RIGHT.
 MB2602'
 MB2602'STATION MARK, STAMPED---93-075-1 1977---, IS A PORTAGE COUNTY
 MB2602'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2602'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 94.5 FEET
 MB2602'SOUTH OF TELEPHONE AND POWER POLE NUMBER 930/23, 75.7 FEET
 MB2602'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, ADDRESS NUMBER
 MB2602'7703, 49.6 FEET WEST-SOUTHWEST OF A 24-INCH SUGAR MAPLE TREE,
 MB2602'AND 22 FEET WEST OF THE CENTERLINE OF DIAGONAL ROAD.
 MB2602'
 MB2602'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2602'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2602'STATION 93 076 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2602'
 MB2602'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2605 ***********************************************************************
 MB2605  DESIGNATION -  93 076 1 P CO
 MB2605  PID         -  MB2605
 MB2605  STATE/COUNTY-  OH/PORTAGE
 MB2605  USGS QUAD   -  KENT (1994)
 MB2605
 MB2605                         *CURRENT SURVEY CONTROL
 MB2605  ___________________________________________________________________
 MB2605* NAD 83(1995)-  41 11 50.53783(N)    081 19 43.15239(W)     ADJUSTED  
 MB2605* NAVD 88     -       334.2    (meters)    1096.     (feet)  VERTCON   
 MB2605  ___________________________________________________________________
 MB2605  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 MB2605  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB2605
 MB2605  HORZ ORDER  -  SECOND
 MB2605
 MB2605.The horizontal coordinates were established by classical geodetic methods
 MB2605.and adjusted by the National Geodetic Survey in April 1998..
 MB2605
 MB2605.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2605
 MB2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2605
 MB2605.The geoid height was determined by GEOID03.
 MB2605
 MB2605;                    North         East     Units Scale Factor Converg.
 MB2605;SPC OH N     -   170,638.811   698,248.205   MT  0.99994169   +0 46 10.3
 MB2605;UTM  17      - 4,560,719.618   472,442.339   MT  0.99960935   -0 12 59.3
 MB2605
 MB2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2605!SPC OH N     -   0.99995285  x   0.99994169  =   0.99989454
 MB2605!UTM  17      -   0.99995285  x   0.99960935  =   0.99956222
 MB2605
 MB2605|---------------------------------------------------------------------|
 MB2605| PID    Reference Object                     Distance      Geod. Az  |
 MB2605|                                                           dddmmss.s |
 MB2605| MB2602 93 075 1 P CO                       320.989 METERS 02255     |
 MB2605| MB2606 93 076 2 P CO                       167.248 METERS 19456     |
 MB2605|---------------------------------------------------------------------|
 MB2605
 MB2605                          SUPERSEDED SURVEY CONTROL
 MB2605
 MB2605  NAD 83(1986)-  41 11 50.54627(N)    081 19 43.15342(W) AD(       ) 2
 MB2605  NAD 27      -  41 11 50.34209(N)    081 19 43.77297(W) AD(       ) 2
 MB2605  NGVD 29 (07/19/86)  334.4    (m)         1097.     (f) VERT ANG       
 MB2605
 MB2605.Superseded values are not recommended for survey control.
 MB2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2605.See file dsdata.txt to determine how the superseded data were derived.
 MB2605
 MB2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7244260720(NAD 83)
 MB2605_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2605+STABILITY: SURFACE MOTION
 MB2605
 MB2605  HISTORY     - Date     Condition        Report By
 MB2605  HISTORY     - 1977     MONUMENTED       OH-133
 MB2605
 MB2605                          STATION DESCRIPTION
 MB2605
 MB2605'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2605'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF RAVENNA, 3-1/2
 MB2605'MILES NORTHEAST OF KENT, 3-1/4 MILES SOUTH OF STREETSBORO, AND
 MB2605'ON THE RIGHT-OF-WAY OF DIAGONAL ROAD, COUNTY HIGHWAY 155.
 MB2605'
 MB2605'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2605'AND 43 IN STREETSBORO, GO EAST, THEN SOUTHEAST
 MB2605'ON STATE ROUTE 14 FOR 2.2 MILES TO THE INTERSECTION OF
 MB2605'DIAGONAL ROAD.  TURN RIGHT AND GO SOUTH-SOUTHWEST ON DIAGONAL
 MB2605'ROAD FOR 1.5 MILES TO AZIMUTH MARK 93 075 1 P CO ON THE RIGHT.
 MB2605'CONTINUE SOUTH-SOUTHWEST ON DIAGONAL ROAD FOR 0.2 MILE TO THE
 MB2605'STATION ON THE RIGHT.  CONTINUE SOUTH-SOUTHWEST ON DIAGONAL
 MB2605'ROAD FOR 0.15 MILE TO AZIMUTH MARK 93 076 2 P CO ON THE LEFT.
 MB2605'
 MB2605'STATION MARKS, STAMPED---93-076-1 1977---, ARE PORTAGE COUNTY
 MB2605'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2605'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2605'SURFACE.  IT IS 79.3 FEET NORTHWEST OF A 4-INCH PINE TREE, 47.3
 MB2605'FEET SOUTHEAST OF A 10-INCH MAPLE TREE, 23.4 FEET WEST OF THE
 MB2605'CENTERLINE OF DIAGONAL ROAD, AND 6.5 FEET NORTHEAST OF A
 MB2605'10-INCH MAPLE TREE.  THE UNDERGROUND DISK IS SET IN AN
 MB2605'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2605'SURFACE.
 MB2605'
 MB2605'AZIMUTH MARK 93 075 1 P CO, STAMPED---93-075-1 1977---, IS A
 MB2605'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2605'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2605'SURFACE.  IT IS 94.5 FEET SOUTH OF TELEPHONE AND POWER POLE
 MB2605'NUMBER 930/23, 75.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 MB2605'HOUSE, ADDRESS NUMBER 7703, 49.6 FEET WEST-SOUTHWEST OF A
 MB2605'24-INCH SUGAR MAPLE TREE, AND 22 FEET WEST OF THE
 MB2605'CENTERLINE OF DIAGONAL ROAD.
 MB2605'
 MB2605'AZIMUTH MARK 93 076 2 P CO, STAMPED---93-076-2 1977---, IS A
 MB2605'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2605'CYLINDRICAL CONCRETE POST THAT IS 12 INCHES BELOW THE
 MB2605'GROUND SURFACE.  IT IS 116.8 FEET NORTH OF THE CENTER
 MB2605'OF AN ASPHALT DRIVEWAY, 24.4 FEET WEST OF A 24-INCH MAPLE TREE,
 MB2605'20.5 FEET NORTHWEST OF A 24-INCH MAPLE TREE, AND 12.0 FEET EAST
 MB2605'OF THE CENTERLINE OF DIAGONAL ROAD.
 MB2605'
 MB2605'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2605'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2605'
 MB2605'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2606 ***********************************************************************
 MB2606  DESIGNATION -  93 076 2 P CO
 MB2606  PID         -  MB2606
 MB2606  STATE/COUNTY-  OH/PORTAGE
 MB2606  USGS QUAD   -  KENT (1994)
 MB2606
 MB2606                         *CURRENT SURVEY CONTROL
 MB2606  ___________________________________________________________________
 MB2606* NAD 83(1995)-  41 11 45.29931(N)    081 19 45.00109(W)     ADJUSTED  
 MB2606* NAVD 88     -       328.     (meters)    1076.     (feet)  VERTCON   
 MB2606  ___________________________________________________________________
 MB2606  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 MB2606  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB2606
 MB2606  HORZ ORDER  -  SECOND
 MB2606
 MB2606.The horizontal coordinates were established by classical geodetic methods
 MB2606.and adjusted by the National Geodetic Survey in April 1998..
 MB2606
 MB2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2606
 MB2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2606
 MB2606.The geoid height was determined by GEOID03.
 MB2606
 MB2606;                    North         East     Units Scale Factor Converg.
 MB2606;SPC OH N     -   170,476.651   698,207.304   MT  0.99994164   +0 46 09.0
 MB2606;UTM  17      - 4,560,558.241   472,398.668   MT  0.99960938   -0 13 00.5
 MB2606
 MB2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2606!SPC OH N     -   0.99995385  x   0.99994164  =   0.99989549
 MB2606!UTM  17      -   0.99995385  x   0.99960938  =   0.99956325
 MB2606
 MB2606                          SUPERSEDED SURVEY CONTROL
 MB2606
 MB2606  NAD 83(1986)-  41 11 45.30776(N)    081 19 45.00215(W) AD(       ) 2
 MB2606  NAD 27      -  41 11 45.10352(N)    081 19 45.62163(W) AD(       ) 2
 MB2606  NGVD 29 (07/19/86)  328.     (m)         1076.     (f) VERT ANG       
 MB2606
 MB2606.Superseded values are not recommended for survey control.
 MB2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2606.See file dsdata.txt to determine how the superseded data were derived.
 MB2606
 MB2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7239960558(NAD 83)
 MB2606_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2606+STABILITY: SURFACE MOTION
 MB2606
 MB2606  HISTORY     - Date     Condition        Report By
 MB2606  HISTORY     - 1977     MONUMENTED       OH-133
 MB2606
 MB2606                          STATION DESCRIPTION
 MB2606
 MB2606'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2606'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF RAVENNA, 3-1/2
 MB2606'MILES NORTHEAST OF KENT, 3-1/4 MILES SOUTH OF STREETSBORO, AND
 MB2606'ON THE RIGHT-OF-WAY OF DIAGONAL ROAD, COUNTY HIGHWAY 155.
 MB2606'
 MB2606'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2606'AND 43 IN STREETSBORO, GO EAST, THEN SOUTHEAST
 MB2606'ON STATE ROUTE 14 FOR 2.2 MILES TO THE INTERSECTION OF
 MB2606'DIAGONAL ROAD.  TURN RIGHT AND GO SOUTH-SOUTHWEST ON DIAGONAL
 MB2606'ROAD FOR 1.85 MILES TO THE STATION ON THE LEFT.
 MB2606'
 MB2606'STATION MARK, STAMPED---93-076-2 1977---, IS A PORTAGE COUNTY
 MB2606'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2606'POST THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2606'116.8 FEET NORTH OF THE CENTER OF AN ASPHALT DRIVEWAY,
 MB2606'24.4 FEET WEST OF A 24-INCH MAPLE TREE, 20.5 FEET NORTHWEST OF
 MB2606'A 24-INCH MAPLE TREE, AND 12.0 FEET EAST OF THE CENTERLINE
 MB2606'OF DIAGONAL ROAD.
 MB2606'
 MB2606'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2606'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2606'STATION 93 076 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2606'
 MB2606'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2746 ***********************************************************************
 MB2746  DESIGNATION -  93 081 1 P CO
 MB2746  PID         -  MB2746
 MB2746  STATE/COUNTY-  OH/PORTAGE
 MB2746  USGS QUAD   -  HUDSON (1984)
 MB2746
 MB2746                         *CURRENT SURVEY CONTROL
 MB2746  ___________________________________________________________________
 MB2746* NAD 83(1995)-  41 12 10.28886(N)    081 23 31.78259(W)     ADJUSTED  
 MB2746* NAVD 88     -       334.     (meters)    1096.     (feet)  VERTCON   
 MB2746  ___________________________________________________________________
 MB2746  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 MB2746  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2746
 MB2746  HORZ ORDER  -  SECOND
 MB2746
 MB2746.The horizontal coordinates were established by classical geodetic methods
 MB2746.and adjusted by the National Geodetic Survey in April 1998..
 MB2746
 MB2746.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2746
 MB2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2746
 MB2746.The geoid height was determined by GEOID03.
 MB2746
 MB2746;                    North         East     Units Scale Factor Converg.
 MB2746;SPC OH N     -   171,178.430   692,913.913   MT  0.99994191   +0 43 40.1
 MB2746;UTM  17      - 4,561,350.747   467,119.883   MT  0.99961330   -0 15 30.0
 MB2746
 MB2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2746!SPC OH N     -   0.99995291  x   0.99994191  =   0.99989483
 MB2746!UTM  17      -   0.99995291  x   0.99961330  =   0.99956623
 MB2746
 MB2746                          SUPERSEDED SURVEY CONTROL
 MB2746
 MB2746  NAD 83(1986)-  41 12 10.29833(N)    081 23 31.78434(W) AD(       ) 2
 MB2746  NAD 27      -  41 12 10.09365(N)    081 23 32.39656(W) AD(       ) 2
 MB2746  NGVD 29 (07/19/86)  334.     (m)         1096.     (f) VERT ANG       
 MB2746
 MB2746.Superseded values are not recommended for survey control.
 MB2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2746.See file dsdata.txt to determine how the superseded data were derived.
 MB2746
 MB2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6712061351(NAD 83)
 MB2746_MARKER: Z = SEE DESCRIPTION
 MB2746_SETTING: 0 = UNSPECIFIED SETTING
 MB2746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2746
 MB2746  HISTORY     - Date     Condition        Report By
 MB2746  HISTORY     - 1977     MONUMENTED       OH-133
 MB2746
 MB2746                          STATION DESCRIPTION
 MB2746
 MB2746'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2746'THE STATION IS ABOUT 4 MILES SOUTHEAST OF HUDSON, 3-3/4
 MB2746'MILES NORTHWEST OF KENT, 3-3/4 MILES SOUTHWEST OF
 MB2746'STREETSBORO, AND ON THE RIGHT-OF-WAY OF CACKLER ROAD, TOWNSHIP
 MB2746'HIGHWAY 144.
 MB2746'
 MB2746'TO REACH THE STATION FROM STREETSBORO AT THE INTERSECTION OF
 MB2746'STATE ROUTES 14 AND 43, GO SOUTH ON STATE ROUTE 43 FOR 0.2
 MB2746'MILE TO THE INTERSECTION OF SEASONS ROAD.
 MB2746'TURN RIGHT AND GO SOUTHWEST ON SEASONS ROAD FOR 3.15 MILES TO
 MB2746'THE INTERSECTION OF CACKLER ROAD.  TURN RIGHT AND GO WEST ON
 MB2746'CACKLER ROAD FOR 0.7 MILE TO THE WEST PORTAGE COUNTYLINE
 MB2746'AND THE STATION ABOUT 260 FEET SOUTH OF CACKLER
 MB2746'ROAD.
 MB2746'
 MB2746'STATION MARK IS A 12-INCH SQUARE
 MB2746'STONE WITH A PYRAMID TOP AND PROJECTS 18 INCHES ABOVE
 MB2746'THE GROUND SURFACE.  THE STONE IS ENGRAVED WITH C.L. ON THE
 MB2746'NORTH SIDE AND 1876 ON THE SOUTH SIDE.
 MB2746'IT IS LOCATED ON A TREE LINE 258.55 FEET SOUTH OF THE
 MB2746'CENTERLINE OF CACKLER ROAD, 32.88 FEET SOUTH OF A BRIDGE SPIKE
 MB2746'IN A 10-INCH MAPLE TREE, 31.17 FEET EAST OF A BRIDGE
 MB2746'SPIKE IN A 36-INCH OAK TREE, AND 7.31 FEET NORTH OF A
 MB2746'P.K. NAIL IN A 5-INCH IRONWOOD TREE.
 MB2746'
 MB2746'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2746'LIGHT ABOVE STATION MARK WAS 1.0 METERS.
 MB2746'
 MB2746'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2743 ***********************************************************************
 MB2743  DESIGNATION -  93 081 3 P CO
 MB2743  PID         -  MB2743
 MB2743  STATE/COUNTY-  OH/PORTAGE
 MB2743  USGS QUAD   -  HUDSON (1984)
 MB2743
 MB2743                         *CURRENT SURVEY CONTROL
 MB2743  ___________________________________________________________________
 MB2743* NAD 83(1995)-  41 12 10.19397(N)    081 23 22.66574(W)     ADJUSTED  
 MB2743* NAVD 88     -       334.3    (meters)    1097.     (feet)  VERTCON   
 MB2743  ___________________________________________________________________
 MB2743  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 MB2743  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2743
 MB2743  HORZ ORDER  -  SECOND
 MB2743
 MB2743.The horizontal coordinates were established by classical geodetic methods
 MB2743.and adjusted by the National Geodetic Survey in April 1998..
 MB2743
 MB2743.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2743
 MB2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2743
 MB2743.The geoid height was determined by GEOID03.
 MB2743
 MB2743;                    North         East     Units Scale Factor Converg.
 MB2743;SPC OH N     -   171,178.204   693,126.335   MT  0.99994191   +0 43 46.0
 MB2743;UTM  17      - 4,561,346.867   467,332.200   MT  0.99961313   -0 15 24.0
 MB2743
 MB2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2743!SPC OH N     -   0.99995283  x   0.99994191  =   0.99989475
 MB2743!UTM  17      -   0.99995283  x   0.99961313  =   0.99956598
 MB2743
 MB2743:                Primary Azimuth Mark                     Grid Az
 MB2743:SPC OH N     -  94 091 1 P CO                            088 51 24.7
 MB2743:UTM  17      -  94 091 1 P CO                            089 50 34.7
 MB2743
 MB2743|---------------------------------------------------------------------|
 MB2743| PID    Reference Object                     Distance      Geod. Az  |
 MB2743|                                                           dddmmss.s |
 MB2743| MB2760 94 091 1 P CO                       APPROX. 0.5 KM 0893510.7 |
 MB2743| MB2745 94 091 2 P CO                       210.458 METERS 29217     |
 MB2743|---------------------------------------------------------------------|
 MB2743
 MB2743                          SUPERSEDED SURVEY CONTROL
 MB2743
 MB2743  NAD 83(1986)-  41 12 10.20340(N)    081 23 22.66749(W) AD(       ) 2
 MB2743  NAD 27      -  41 12 09.99876(N)    081 23 23.28001(W) AD(       ) 2
 MB2743  NGVD 29 (07/19/86)  334.5    (m)         1097.     (f) VERT ANG       
 MB2743
 MB2743.Superseded values are not recommended for survey control.
 MB2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2743.See file dsdata.txt to determine how the superseded data were derived.
 MB2743
 MB2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6733261347(NAD 83)
 MB2743_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2743+STABILITY: SURFACE MOTION
 MB2743
 MB2743  HISTORY     - Date     Condition        Report By
 MB2743  HISTORY     - 1977     MONUMENTED       OH-133
 MB2743
 MB2743                          STATION DESCRIPTION
 MB2743
 MB2743'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2743'THE STATION IS ABOUT 4 MILES SOUTHEAST OF HUDSON, 3-3/4
 MB2743'MILES NORTHWEST OF KENT, 3-3/4 MILES SOUTHWEST OF
 MB2743'STREETSBORO, AND ON THE RIGHT-OF-WAY OF CACKLER ROAD, TOWNSHIP
 MB2743'HIGHWAY 144.
 MB2743'
 MB2743'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2743'AND 43 IN STREETSBORO, GO SOUTH ON STATE ROUTE 43 FOR 0.2
 MB2743'MILE TO THE INTERSECTION OF SEASONS ROAD.
 MB2743'TURN RIGHT AND GO SOUTHWEST FOR 3.15 MILES TO THE INTERSECTION
 MB2743'OF CACKLER ROAD.  TURN RIGHT AND GO WEST FOR 0.6 MILE TO THE
 MB2743'STATION ON THE LEFT.
 MB2743'
 MB2743'STATION MARK, STAMPED---93-081-3 1977---, IS A PORTAGE COUNTY
 MB2743'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2743'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 179.4 FEET
 MB2743'SOUTHEAST OF TELEPHONE AND POWER POLE NUMBER 112/15, 133.2
 MB2743'FEET WEST OF A LARGE WOODEN FENCE CORNER POST, 87.0 FEET
 MB2743'SOUTHWEST OF TELEPHONE AND POWER POLE NUMBER 112/14, AND
 MB2743'15.2 FEET SOUTH OF THE CENTERLINE OF CACKLER ROAD.
 MB2743'
 MB2743'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2743'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2743'STATIONS 94 091 1 P CO AND 94 091 2 P CO CAN BE USED AS
 MB2743'AZIMUTH MARKS.
 MB2743'
 MB2743'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7167 ***********************************************************************
 DG7167  CBN         -  This is a Cooperative Base Network Control Station.
 DG7167  DESIGNATION -  93 RESET
 DG7167  PID         -  DG7167
 DG7167  STATE/COUNTY-  OH/CLERMONT
 DG7167  USGS QUAD   -  GOSHEN (1986)
 DG7167
 DG7167                         *CURRENT SURVEY CONTROL
 DG7167  ___________________________________________________________________
 DG7167* NAD 83(1995)-  39 13 28.77547(N)    084 10 54.75476(W)     ADJUSTED  
 DG7167* NAVD 88     -       257.1    (meters)     844.     (feet)  GPS OBS   
 DG7167  ___________________________________________________________________
 DG7167  X           -     501,559.973 (meters)                     COMP
 DG7167  Y           -  -4,922,278.853 (meters)                     COMP
 DG7167  Z           -   4,011,810.331 (meters)                     COMP
 DG7167  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 DG7167  ELLIP HEIGHT-         223.25  (meters)          (09/23/04) GPS OBS
 DG7167  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DG7167
 DG7167  HORZ ORDER  -  A
 DG7167  ELLP ORDER  -  FOURTH    CLASS I
 DG7167
 DG7167.The horizontal coordinates were established by GPS observations
 DG7167.and adjusted by the National Geodetic Survey in September 2004..
 DG7167
 DG7167.The orthometric height was determined by GPS observations and a
 DG7167.high-resolution geoid model.
 DG7167
 DG7167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7167
 DG7167.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7167
 DG7167.The ellipsoidal height was determined by GPS observations
 DG7167.and is referenced to NAD 83.
 DG7167
 DG7167.The geoid height was determined by GEOID03.
 DG7167
 DG7167;                    North         East     Units Scale Factor Converg.
 DG7167;SPC OH S     -   137,305.676   454,784.105   MT  0.99993977   -1 04 01.9
 DG7167;UTM  16      - 4,345,492.768   743,272.545   MT  1.00032875   +1 46 58.6
 DG7167
 DG7167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7167!SPC OH S     -   0.99996498  x   0.99993977  =   0.99990475
 DG7167!UTM  16      -   0.99996498  x   1.00032875  =   1.00029371
 DG7167
 DG7167                          SUPERSEDED SURVEY CONTROL
 DG7167
 DG7167.No superseded survey control is available for this station.
 DG7167
 DG7167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ4327345493(NAD 83)
 DG7167_MARKER: DD = SURVEY DISK
 DG7167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7167_STAMPING: 93 RESET 2001
 DG7167_MARK LOGO: OH-025
 DG7167_PROJECTION: FLUSH
 DG7167_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7167+STABILITY: SURFACE MOTION
 DG7167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7167+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7167
 DG7167  HISTORY     - Date     Condition        Report By
 DG7167  HISTORY     - 2003     MONUMENTED       OH-025
 DG7167
 DG7167                          STATION DESCRIPTION
 DG7167
 DG7167'DESCRIBED BY CLERMONT COUNTY OHIO 2003 (CR)
 DG7167'THE STATION IS LOCATED 11 MI NORTH OF BATAVIA, 1 MI SOUTHWEST OF
 DG7167'GOSHEN, IN GOSHEN  TOWNSHIP, ON THE PUBLIC RIGHT-OF-WAY OF STATE ROUTE
 DG7167'28, NORTHEAST OF THE JUNCTION WITH  STATE ROUTE 48.
 DG7167' 
 DG7167'TO REACH FROM THE JUNCTION OF STATE ROUTES 48 AND 28, ABOUT 10 MI
 DG7167'NORTH OF BATAVIA,  GO  NORTHEAST ON STATE ROUTE 28 FOR 0.1 MI TO THE
 DG7167'STATION ON THE RIGHT, AT A MARATHON GAS  STATION.
 DG7167' 
 DG7167'THE STATION IS A BRASS CAP SET IN A CONCRETE MONUMENT.  LOCATED 158 FT
 DG7167'WEST OF THE  CENTERLINE OF ROSE LANE, 32 FT SOUTH OF THE CENTERLINE OF
 DG7167'STATE ROUTE 28, AND 5 FT EAST  OF THE EAST EDGE OF THE MARATHON
 DG7167'STATION PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0256 ***********************************************************************
 JZ0256  DESIGNATION -  930
 JZ0256  PID         -  JZ0256
 JZ0256  STATE/COUNTY-  OH/CLINTON
 JZ0256  USGS QUAD   -  PLEASANT PLAIN (1968)
 JZ0256
 JZ0256                         *CURRENT SURVEY CONTROL
 JZ0256  ___________________________________________________________________
 JZ0256* NAD 83(1986)-  39 17 17.     (N)    084 00 18.     (W)     SCALED    
 JZ0256* NAVD 88     -       283.337  (meters)     929.58   (feet)  ADJUSTED  
 JZ0256  ___________________________________________________________________
 JZ0256  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ0256  DYNAMIC HT  -         283.163 (meters)     929.01  (feet)  COMP
 JZ0256  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 JZ0256
 JZ0256  VERT ORDER  -  FIRST     CLASS II
 JZ0256
 JZ0256.The horizontal coordinates were scaled from a topographic map and have
 JZ0256.an estimated accuracy of +/- 6 seconds.
 JZ0256
 JZ0256.The orthometric height was determined by differential leveling
 JZ0256.and adjusted by the National Geodetic Survey in June 1991..
 JZ0256.WARNING-Repeat measurements at this control monument indicate possible
 JZ0256.vertical movement.
 JZ0256
 JZ0256.The geoid height was determined by GEOID03.
 JZ0256
 JZ0256.The dynamic height is computed by dividing the NAVD 88
 JZ0256.geopotential number by the normal gravity value computed on the
 JZ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0256.degrees latitude (g = 980.6199 gals.).
 JZ0256
 JZ0256.The modeled gravity was interpolated from observed gravity values.
 JZ0256
 JZ0256;                    North         East    Units  Estimated Accuracy
 JZ0256;SPC OH S     -   144,070.      470,170.      MT  (+/- 180 meters Scaled)
 JZ0256
 JZ0256                          SUPERSEDED SURVEY CONTROL
 JZ0256
 JZ0256  NGVD 29 (06/03/91)  283.498  (m)          930.11   (f) ADJUSTED    1 2
 JZ0256
 JZ0256.Superseded values are not recommended for survey control.
 JZ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0256.See file dsdata.txt to determine how the superseded data were derived.
 JZ0256
 JZ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ583530(NAD 83)
 JZ0256_MARKER: DD = SURVEY DISK
 JZ0256_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ0256_SP_SET: BRIDGE UNDERPASS
 JZ0256_MARK LOGO: OHGS  
 JZ0256_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0256
 JZ0256  HISTORY     - Date     Condition        Report By
 JZ0256  HISTORY     - UNK      MONUMENTED       OHGS
 JZ0256  HISTORY     - 1935     GOOD             NGS
 JZ0256  HISTORY     - 1984     GOOD             NGS
 JZ0256  HISTORY     - 19920819 GOOD             OHDT
 JZ0256
 JZ0256                          STATION DESCRIPTION
 JZ0256
 JZ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JZ0256'AT BLANCHESTER.
 JZ0256'AT BLANCHESTER, CLINTON COUNTY, 1.0 MILE WEST ALONG THE
 JZ0256'BALTIMORE AND OHIO RAILROAD FROM THE STATION, 80 YARDS SOUTH OF
 JZ0256'THE CENTER OF THE INTERSECTION OF STATE HIGHWAYS 28 AND 123, IN
 JZ0256'THE SOUTHWEST CORNER OF THE STATE HIGHWAY 28 UNDERPASS, 0.9
 JZ0256'FOOT NORTH OF THE SOUTHWEST CORNER, 14.4 FEET WEST OF THE
 JZ0256'CENTERLINE OF STATE HIGHWAY 28, AND 3.3 FEET ABOVE THE LEVEL OF
 JZ0256'THE HIGHWAY.  A STATE SURVEY STANDARD DISK, SET VERTICALLY.
 JZ0256
 JZ0256                          STATION RECOVERY (1984)
 JZ0256
 JZ0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0256'RECOVERED IN GOOD CONDITION.
 JZ0256
 JZ0256                          STATION RECOVERY (1992)
 JZ0256
 JZ0256'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992
 JZ0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3692 ***********************************************************************
 JZ3692  DESIGNATION -  930 RESET
 JZ3692  PID         -  JZ3692
 JZ3692  STATE/COUNTY-  OH/CLINTON
 JZ3692  USGS QUAD   -  PLEASANT PLAIN (1968)
 JZ3692
 JZ3692                         *CURRENT SURVEY CONTROL
 JZ3692  ___________________________________________________________________
 JZ3692* NAD 83(1986)-  39 17 17.     (N)    084 00 18.     (W)     SCALED    
 JZ3692* NAVD 88     -       282.63   (meters)     927.3    (feet)  RESET     
 JZ3692  ___________________________________________________________________
 JZ3692  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ3692
 JZ3692  VERT ORDER  -  THIRD
 JZ3692
 JZ3692.The horizontal coordinates were scaled from a topographic map and have
 JZ3692.an estimated accuracy of +/- 6 seconds.
 JZ3692
 JZ3692.The orthometric height was computed from unverified reset data.
 JZ3692.No vertical observational check was made to the station.
 JZ3692
 JZ3692.The geoid height was determined by GEOID03.
 JZ3692
 JZ3692;                    North         East    Units  Estimated Accuracy
 JZ3692;SPC OH S     -   144,070.      470,170.      MT  (+/- 180 meters Scaled)
 JZ3692
 JZ3692                          SUPERSEDED SURVEY CONTROL
 JZ3692
 JZ3692  NGVD 29 (10/13/05)  282.79   (m)          927.8    (f) RESET       3  
 JZ3692
 JZ3692.Superseded values are not recommended for survey control.
 JZ3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3692.See file dsdata.txt to determine how the superseded data were derived.
 JZ3692
 JZ3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ583530(NAD 83)
 JZ3692_MARKER: DV = VERTICAL CONTROL DISK
 JZ3692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3692_SP_SET: CONCRETE POST
 JZ3692_STAMPING: 930 RESET 1992
 JZ3692_MARK LOGO: NGS   
 JZ3692_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JZ3692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3692+STABILITY: SURFACE MOTION
 JZ3692
 JZ3692  HISTORY     - Date     Condition        Report By
 JZ3692  HISTORY     - 1992     MONUMENTED       OHDT
 JZ3692
 JZ3692                          STATION DESCRIPTION
 JZ3692
 JZ3692'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1992
 JZ3692'FROM BLANCHESTER, GO 1.0 MILE (1.6 KM) WEST ALONG THE BALTIMORE AND
 JZ3692'OHIO RAILROAD FROM THE STATION, 98 YARDS SOUTH OF THE CENTER OF THE
 JZ3692'CENTER OF THE INTERSECTION OF STATE HIGHWAY 28 AND 123, FROM THE
 JZ3692'SOUTHEAST CORNER OF THE 28 UNDERPASS WAR-28-05.11, 60 FEET (18.3 M)
 JZ3692'TO THE SOUTH AND 25 FEET (7.6 M) EAST OF THE CENTERLINE OF 28, SET IN
 JZ3692'CONCRETE POST LEVEL WITH CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0699 ***********************************************************************
 KZ0699  DESIGNATION -  934
 KZ0699  PID         -  KZ0699
 KZ0699  STATE/COUNTY-  OH/KNOX
 KZ0699  USGS QUAD   -  DANVILLE (1982)
 KZ0699
 KZ0699                         *CURRENT SURVEY CONTROL
 KZ0699  ___________________________________________________________________
 KZ0699* NAD 83(1986)-  40 23 13.     (N)    082 21 11.     (W)     SCALED    
 KZ0699* NAVD 88     -       284.241  (meters)     932.55   (feet)  ADJUSTED  
 KZ0699  ___________________________________________________________________
 KZ0699  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KZ0699  DYNAMIC HT  -         284.095 (meters)     932.07  (feet)  COMP
 KZ0699  MODELED GRAV-     980,105.1   (mgal)                       NAVD 88
 KZ0699
 KZ0699  VERT ORDER  -  SECOND    CLASS 0
 KZ0699
 KZ0699.The horizontal coordinates were scaled from a topographic map and have
 KZ0699.an estimated accuracy of +/- 6 seconds.
 KZ0699
 KZ0699.The orthometric height was determined by differential leveling
 KZ0699.and adjusted by the National Geodetic Survey in June 1991..
 KZ0699
 KZ0699.The geoid height was determined by GEOID03.
 KZ0699
 KZ0699.The dynamic height is computed by dividing the NAVD 88
 KZ0699.geopotential number by the normal gravity value computed on the
 KZ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0699.degrees latitude (g = 980.6199 gals.).
 KZ0699
 KZ0699.The modeled gravity was interpolated from observed gravity values.
 KZ0699
 KZ0699;                    North         East    Units  Estimated Accuracy
 KZ0699;SPC OH N     -    80,000.      612,480.      MT  (+/- 180 meters Scaled)
 KZ0699
 KZ0699                          SUPERSEDED SURVEY CONTROL
 KZ0699
 KZ0699  NGVD 29 (??/??/92)  284.434  (m)          933.18   (f) ADJ UNCH    2 0
 KZ0699
 KZ0699.Superseded values are not recommended for survey control.
 KZ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0699.See file dsdata.txt to determine how the superseded data were derived.
 KZ0699
 KZ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE851715(NAD 83)
 KZ0699_MARKER: DD = SURVEY DISK
 KZ0699_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0699_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0699_STAMPING: 934 OHIO
 KZ0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0699
 KZ0699  HISTORY     - Date     Condition        Report By
 KZ0699  HISTORY     - UNK      MONUMENTED       USGS
 KZ0699  HISTORY     - 1934     GOOD             NGS
 KZ0699
 KZ0699                          STATION DESCRIPTION
 KZ0699
 KZ0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0699'2 MI SW FROM HOWARD.
 KZ0699'2.0 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KZ0699'STATION AT HOWARD, KNOX COUNTY, 81 FEET NORTHWEST OF POLE E 9,
 KZ0699'44 FEET NORTHWEST OF THE NORTHWEST RAIL, 38 FEET NORTHEAST OF
 KZ0699'AN 18-INCH ELM TREE, 13 FEET EAST OF THE CENTERLINE OF A GRAVELED
 KZ0699'ROAD, 3 FEET SOUTHEAST OF THE FENCE CORNER, AND 5 FEET ABOVE THE
 KZ0699'LEVEL OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KZ0699'CAP, STAMPED 934 OHIO AND RIVETED ON THE TOP OF A 3-1/2-INCH
 KZ0699'IRON PIPE PROJECTING 14 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0825 ***********************************************************************
 KY0825  DESIGNATION -  936
 KY0825  PID         -  KY0825
 KY0825  STATE/COUNTY-  OH/JEFFERSON
 KY0825  USGS QUAD   -  SMITHFIELD (1984)
 KY0825
 KY0825                         *CURRENT SURVEY CONTROL
 KY0825  ___________________________________________________________________
 KY0825* NAD 83(1986)-  40 21 50.     (N)    080 49 41.     (W)     SCALED    
 KY0825* NAVD 88     -       286.480  (meters)     939.89   (feet)  ADJUSTED  
 KY0825  ___________________________________________________________________
 KY0825  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0825  DYNAMIC HT  -         286.325 (meters)     939.38  (feet)  COMP
 KY0825  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 KY0825
 KY0825  VERT ORDER  -  SECOND    CLASS 0
 KY0825
 KY0825.The horizontal coordinates were scaled from a topographic map and have
 KY0825.an estimated accuracy of +/- 6 seconds.
 KY0825
 KY0825.The orthometric height was determined by differential leveling
 KY0825.and adjusted by the National Geodetic Survey in June 1991..
 KY0825
 KY0825.The geoid height was determined by GEOID03.
 KY0825
 KY0825.The dynamic height is computed by dividing the NAVD 88
 KY0825.geopotential number by the normal gravity value computed on the
 KY0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0825.degrees latitude (g = 980.6199 gals.).
 KY0825
 KY0825.The modeled gravity was interpolated from observed gravity values.
 KY0825
 KY0825;                    North         East    Units  Estimated Accuracy
 KY0825;SPC OH N     -    78,790.      742,010.      MT  (+/- 180 meters Scaled)
 KY0825
 KY0825                          SUPERSEDED SURVEY CONTROL
 KY0825
 KY0825  NGVD 29 (??/??/92)  286.662  (m)          940.49   (f) ADJ UNCH    2 0
 KY0825
 KY0825.Superseded values are not recommended for survey control.
 KY0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0825.See file dsdata.txt to determine how the superseded data were derived.
 KY0825
 KY0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE145681(NAD 83)
 KY0825_MARKER: B = BOLT
 KY0825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0825_SP_SET: BRIDGE
 KY0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0825
 KY0825  HISTORY     - Date     Condition        Report By
 KY0825  HISTORY     - UNK      MONUMENTED       PRR
 KY0825  HISTORY     - 1952     GOOD             NGS
 KY0825
 KY0825                          STATION DESCRIPTION
 KY0825
 KY0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KY0825'0.7 MI W FROM FAIRPLAY.
 KY0825'1.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 KY0825'UNIONPORT, JEFFERSON COUNTY, 0.3 MILE WEST OF MILEPOST 60, AT
 KY0825'BRIDGE NO. 60.24, IN THE TOP OF THE EAST END OF THE NORTH COPING,
 KY0825'4.7 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 2.0 FEET
 KY0825'SOUTHWEST OF THE NORTHEAST CORNER OF THE COPING, AND LEVEL
 KY0825'WITH THE TOP OF THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1662 ***********************************************************************
 KY1662  DESIGNATION -  936.79
 KY1662  PID         -  KY1662
 KY1662  STATE/COUNTY-  OH/STARK
 KY1662  USGS QUAD   -  MASSILLON (1994)
 KY1662
 KY1662                         *CURRENT SURVEY CONTROL
 KY1662  ___________________________________________________________________
 KY1662* NAD 83(1986)-  40 48 43.     (N)    081 31 46.     (W)     SCALED    
 KY1662* NAVD 88     -       285.219  (meters)     935.76   (feet)  ADJUSTED  
 KY1662  ___________________________________________________________________
 KY1662  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KY1662  DYNAMIC HT  -         285.090 (meters)     935.33  (feet)  COMP
 KY1662  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 KY1662
 KY1662  VERT ORDER  -  FIRST     CLASS I
 KY1662
 KY1662.The horizontal coordinates were scaled from a topographic map and have
 KY1662.an estimated accuracy of +/- 6 seconds.
 KY1662
 KY1662.The orthometric height was determined by differential leveling
 KY1662.and adjusted by the National Geodetic Survey in June 1991..
 KY1662
 KY1662.The geoid height was determined by GEOID03.
 KY1662
 KY1662.The dynamic height is computed by dividing the NAVD 88
 KY1662.geopotential number by the normal gravity value computed on the
 KY1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1662.degrees latitude (g = 980.6199 gals.).
 KY1662
 KY1662.The modeled gravity was interpolated from observed gravity values.
 KY1662
 KY1662;                    North         East    Units  Estimated Accuracy
 KY1662;SPC OH N     -   127,630.      681,880.      MT  (+/- 180 meters Scaled)
 KY1662
 KY1662                          SUPERSEDED SURVEY CONTROL
 KY1662
 KY1662  NGVD 29 (??/??/92)  285.411  (m)          936.39   (f) ADJ UNCH    1 1
 KY1662
 KY1662.Superseded values are not recommended for survey control.
 KY1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1662.See file dsdata.txt to determine how the superseded data were derived.
 KY1662
 KY1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF553180(NAD 83)
 KY1662_MARKER: DD = SURVEY DISK
 KY1662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1662_SP_SET: BRIDGE
 KY1662_STAMPING: 936.79
 KY1662_MARK LOGO: OH-151
 KY1662_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1662
 KY1662  HISTORY     - Date     Condition        Report By
 KY1662  HISTORY     - 1967     MONUMENTED       OH-151
 KY1662  HISTORY     - 1967     GOOD             CGS
 KY1662  HISTORY     - 19930421 GOOD             OHDT
 KY1662
 KY1662                          STATION DESCRIPTION
 KY1662
 KY1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY1662'1.2 MI N FROM MASSILLON.
 KY1662'ABOUT 1.15 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1662'FROM THE U.S. HIGHWAY 30 OVERPASS AT MASSILLON, THENCE 0.1
 KY1662'MILE EAST ALONG A GRAVELED ROAD AND LAKE AVENUE NW, SET ON THE
 KY1662'TOP OF THE EAST END OF THE CONCRETE WING WALL AT THE NORTHEAST
 KY1662'CORNER OF A 150-FOOT STEEL BRIDGE UNDER LAKE AVENUE AND OVER
 KY1662'THE TUSCARAWAS RIVER, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE
 KY1662'AVENUE, 1.2 FEET WEST OF THE EAST END OF THE WING WALL AND
 KY1662'ABOUT LEVEL WITH THE AVENUE.
 KY1662
 KY1662                          STATION RECOVERY (1993)
 KY1662
 KY1662'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993
 KY1662'--------REPORT BY ODOT --------YEAR 1993-------CONDITION - GOOD---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0121 ***********************************************************************
 JZ0121  DESIGNATION -  937.21
 JZ0121  PID         -  JZ0121
 JZ0121  STATE/COUNTY-  OH/MONTGOMERY
 JZ0121  USGS QUAD   -  FAIRBORN (1992)
 JZ0121
 JZ0121                         *CURRENT SURVEY CONTROL
 JZ0121  ___________________________________________________________________
 JZ0121* NAD 83(1986)-  39 47 19.     (N)    084 05 17.     (W)     SCALED    
 JZ0121* NAVD 88     -       285.360  (meters)     936.22   (feet)  ADJUSTED  
 JZ0121  ___________________________________________________________________
 JZ0121  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JZ0121  DYNAMIC HT  -         285.204 (meters)     935.71  (feet)  COMP
 JZ0121  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 JZ0121
 JZ0121  VERT ORDER  -  SECOND    CLASS 0
 JZ0121
 JZ0121.The horizontal coordinates were scaled from a topographic map and have
 JZ0121.an estimated accuracy of +/- 6 seconds.
 JZ0121
 JZ0121.The orthometric height was determined by differential leveling
 JZ0121.and adjusted by the National Geodetic Survey in June 1991..
 JZ0121
 JZ0121.The geoid height was determined by GEOID03.
 JZ0121
 JZ0121.The dynamic height is computed by dividing the NAVD 88
 JZ0121.geopotential number by the normal gravity value computed on the
 JZ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0121.degrees latitude (g = 980.6199 gals.).
 JZ0121
 JZ0121.The modeled gravity was interpolated from observed gravity values.
 JZ0121
 JZ0121;                    North         East    Units  Estimated Accuracy
 JZ0121;SPC OH S     -   199,760.      463,990.      MT  (+/- 180 meters Scaled)
 JZ0121
 JZ0121                          SUPERSEDED SURVEY CONTROL
 JZ0121
 JZ0121  NGVD 29 (??/??/92)  285.572  (m)          936.91   (f) ADJ UNCH    2 0
 JZ0121
 JZ0121.Superseded values are not recommended for survey control.
 JZ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0121.See file dsdata.txt to determine how the superseded data were derived.
 JZ0121
 JZ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK493083(NAD 83)
 JZ0121_MARKER: DD = SURVEY DISK
 JZ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0121_STAMPING: 0+00 N+S 19+20 E 937.21
 JZ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0121+STABILITY: SURFACE MOTION
 JZ0121
 JZ0121  HISTORY     - Date     Condition        Report By
 JZ0121  HISTORY     - UNK      MONUMENTED       DOD
 JZ0121  HISTORY     - 1947     GOOD             NGS
 JZ0121  HISTORY     - 20011230 MARK NOT FOUND   INDIV
 JZ0121
 JZ0121                          STATION DESCRIPTION
 JZ0121
 JZ0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0121'AT WRIGHT FIELD.
 JZ0121'AT WRIGHT FIELD, ALONG SKY LINE DRIVE (M STREET), 271 FEET SOUTH
 JZ0121'OF THE CENTER LINE OF 5TH STREET, 59 FEET EAST OF THE EAST CURB OF M
 JZ0121'STREET, 170 FEET WEST-NORTHWEST OF A FLAG POLE, 196.8 FEET SOUTH
 JZ0121'OF THE SOUTH END OF A 24-INCH PIPE CULVERT, ABOUT 4 FEET ABOVE
 JZ0121'M STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JZ0121'GROUND.
 JZ0121
 JZ0121                          STATION RECOVERY (2001)
 JZ0121
 JZ0121'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RAA)
 JZ0121'A FIBERGLASS SURVEY MARKER POLE IS IN THIS POSITION.  THE MONUMENT WAS
 JZ0121'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1107 ***********************************************************************
 JY1107  DESIGNATION -  938
 JY1107  PID         -  JY1107
 JY1107  STATE/COUNTY-  OH/GREENE
 JY1107  USGS QUAD   -  XENIA (1994)
 JY1107
 JY1107                         *CURRENT SURVEY CONTROL
 JY1107  ___________________________________________________________________
 JY1107* NAD 83(1986)-  39 41 07.     (N)    083 55 45.     (W)     SCALED    
 JY1107* NAVD 88     -       285.768  (meters)     937.56   (feet)  ADJUSTED  
 JY1107  ___________________________________________________________________
 JY1107  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JY1107  DYNAMIC HT  -         285.608 (meters)     937.03  (feet)  COMP
 JY1107  MODELED GRAV-     980,057.6   (mgal)                       NAVD 88
 JY1107
 JY1107  VERT ORDER  -  SECOND    CLASS 0
 JY1107
 JY1107.The horizontal coordinates were scaled from a topographic map and have
 JY1107.an estimated accuracy of +/- 6 seconds.
 JY1107
 JY1107.The orthometric height was determined by differential leveling
 JY1107.and adjusted by the National Geodetic Survey in June 1991..
 JY1107
 JY1107.The geoid height was determined by GEOID03.
 JY1107
 JY1107.The dynamic height is computed by dividing the NAVD 88
 JY1107.geopotential number by the normal gravity value computed on the
 JY1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1107.degrees latitude (g = 980.6199 gals.).
 JY1107
 JY1107.The modeled gravity was interpolated from observed gravity values.
 JY1107
 JY1107;                    North         East    Units  Estimated Accuracy
 JY1107;SPC OH S     -   188,060.      477,410.      MT  (+/- 180 meters Scaled)
 JY1107
 JY1107                          SUPERSEDED SURVEY CONTROL
 JY1107
 JY1107  NGVD 29 (??/??/92)  285.946  (m)          938.14   (f) ADJ UNCH    2 0
 JY1107
 JY1107.Superseded values are not recommended for survey control.
 JY1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1107.See file dsdata.txt to determine how the superseded data were derived.
 JY1107
 JY1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD488969(NAD 83)
 JY1107_MARKER: DB = BENCH MARK DISK
 JY1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY1107_SP_SET: BUILDING
 JY1107_STAMPING: 938
 JY1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY1107+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2005
 JY1107
 JY1107  HISTORY     - Date     Condition        Report By
 JY1107  HISTORY     - UNK      MONUMENTED       USGS
 JY1107  HISTORY     - 1935     GOOD             NGS
 JY1107  HISTORY     - 19981130 GOOD             USPSQD
 JY1107  HISTORY     - 20011227 GOOD             INDIV
 JY1107  HISTORY     - 20050107 GOOD             INDIV
 JY1107
 JY1107                          STATION DESCRIPTION
 JY1107
 JY1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY1107'AT XENIA.
 JY1107'AT XENIA, GREENE COUNTY, AT THE INTERSECTION OF EAST MAIN STREET
 JY1107'AND NORTH DETROIT STREET, 34 YARDS NORTH OF THE NORTH CURB OF EAST
 JY1107'MAIN STREET, 27 YARDS EAST OF THE EAST CURB OF NORTH DETROIT
 JY1107'STREET, AT THE COUNTY COURTHOUSE, AT THE SOUTH ENTRANCE, 0.6 INCH
 JY1107'WEST OF THE WEST SIDE, AND 0.8 FOOT ABOVE THE PAVEMENT.  A UNITED
 JY1107'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 938.
 JY1107
 JY1107                          STATION RECOVERY (1998)
 JY1107
 JY1107'RECOVERY NOTE BY US POWER SQUADRON 1998
 JY1107'RECOVERED IN GOOD CONDITION.
 JY1107
 JY1107                          STATION RECOVERY (2001)
 JY1107
 JY1107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RAA)
 JY1107'RECOVERED IN GOOD CONDITION.
 JY1107
 JY1107                          STATION RECOVERY (2005)
 JY1107
 JY1107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GJL)
 JY1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0687 ***********************************************************************
 KZ0687  DESIGNATION -  939
 KZ0687  PID         -  KZ0687
 KZ0687  STATE/COUNTY-  OH/KNOX
 KZ0687  USGS QUAD   -  DANVILLE (1982)
 KZ0687
 KZ0687                         *CURRENT SURVEY CONTROL
 KZ0687  ___________________________________________________________________
 KZ0687* NAD 83(1986)-  40 26 11.     (N)    082 17 31.     (W)     SCALED    
 KZ0687* NAVD 88     -       285.783  (meters)     937.61   (feet)  ADJUSTED  
 KZ0687  ___________________________________________________________________
 KZ0687  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KZ0687  DYNAMIC HT  -         285.640 (meters)     937.14  (feet)  COMP
 KZ0687  MODELED GRAV-     980,116.9   (mgal)                       NAVD 88
 KZ0687
 KZ0687  VERT ORDER  -  SECOND    CLASS 0
 KZ0687
 KZ0687.The horizontal coordinates were scaled from a topographic map and have
 KZ0687.an estimated accuracy of +/- 6 seconds.
 KZ0687
 KZ0687.The orthometric height was determined by differential leveling
 KZ0687.and adjusted by the National Geodetic Survey in June 1991..
 KZ0687
 KZ0687.The geoid height was determined by GEOID03.
 KZ0687
 KZ0687.The dynamic height is computed by dividing the NAVD 88
 KZ0687.geopotential number by the normal gravity value computed on the
 KZ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0687.degrees latitude (g = 980.6199 gals.).
 KZ0687
 KZ0687.The modeled gravity was interpolated from observed gravity values.
 KZ0687
 KZ0687;                    North         East    Units  Estimated Accuracy
 KZ0687;SPC OH N     -    85,500.      617,650.      MT  (+/- 180 meters Scaled)
 KZ0687
 KZ0687                          SUPERSEDED SURVEY CONTROL
 KZ0687
 KZ0687  NGVD 29 (??/??/92)  285.98   (m)          938.3    (f) COMPUTED    2 0
 KZ0687
 KZ0687.Superseded values are not recommended for survey control.
 KZ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0687.See file dsdata.txt to determine how the superseded data were derived.
 KZ0687
 KZ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE904769(NAD 83)
 KZ0687_MARKER: DD = SURVEY DISK
 KZ0687_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0687_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0687_STAMPING: 939 OHIO
 KZ0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0687
 KZ0687  HISTORY     - Date     Condition        Report By
 KZ0687  HISTORY     - UNK      MONUMENTED       USGS
 KZ0687  HISTORY     - 1934     GOOD             NGS
 KZ0687  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ0687
 KZ0687                          STATION DESCRIPTION
 KZ0687
 KZ0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0687'1.8 MI S FROM DANVILLE.
 KZ0687'ON THE CLEVELAND TO COLUMBUS BRANCH OF THE PENNSYLVANIA RAILROAD.
 KZ0687'19 FEET SOUTH OF MILEPOST H-87 28 FEET WEST-SOUTHWEST OF THE
 KZ0687'CENTER LINE OF A DIRT ROAD.  38 FEET SOUTHWEST OF THE RAILROAD
 KZ0687'CROSSING THE ROAD.  10 FEET ESAT OF A TELEPHONE POLE.  26 FEET
 KZ0687'SOUTH-SOUTHEAST OF THE SOUTH RAIL OF THE TRACK.  2 FEET ABOVE
 KZ0687'THE TOP OF THE RAIL.  8 INCHES ABOVE THE LEVEL OF THE GROUND.
 KZ0687'SET ON TOP OF AN IRON PIPE.
 KZ0687
 KZ0687                          STATION RECOVERY (1959)
 KZ0687
 KZ0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KZ0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2790 ***********************************************************************
 MB2790  DESIGNATION -  94 009 1 P CO
 MB2790  PID         -  MB2790
 MB2790  STATE/COUNTY-  OH/PORTAGE
 MB2790  USGS QUAD   -  AURORA (1964)
 MB2790
 MB2790                         *CURRENT SURVEY CONTROL
 MB2790  ___________________________________________________________________
 MB2790* NAD 83(1995)-  41 16 11.00153(N)    081 18 35.60426(W)     ADJUSTED  
 MB2790* NAVD 88     -       358.     (meters)    1175.     (feet)  VERTCON   
 MB2790  ___________________________________________________________________
 MB2790  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 MB2790  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2790
 MB2790  HORZ ORDER  -  SECOND
 MB2790
 MB2790.The horizontal coordinates were established by classical geodetic methods
 MB2790.and adjusted by the National Geodetic Survey in April 1998..
 MB2790
 MB2790.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2790
 MB2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2790
 MB2790.The geoid height was determined by GEOID03.
 MB2790
 MB2790;                    North         East     Units Scale Factor Converg.
 MB2790;SPC OH N     -   178,694.105   699,712.274   MT  0.99994534   +0 46 54.6
 MB2790;UTM  17      - 4,568,745.837   474,044.288   MT  0.99960829   -0 12 15.9
 MB2790
 MB2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2790!SPC OH N     -   0.99994916  x   0.99994534  =   0.99989450
 MB2790!UTM  17      -   0.99994916  x   0.99960829  =   0.99955747
 MB2790
 MB2790                          SUPERSEDED SURVEY CONTROL
 MB2790
 MB2790  NAD 83(1986)-  41 16 11.01036(N)    081 18 35.60459(W) AD(       ) 2
 MB2790  NAD 27      -  41 16 10.80895(N)    081 18 36.22722(W) AD(       ) 2
 MB2790  NGVD 29 (07/19/86)  358.     (m)         1175.     (f) VERT ANG       
 MB2790
 MB2790.Superseded values are not recommended for survey control.
 MB2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2790.See file dsdata.txt to determine how the superseded data were derived.
 MB2790
 MB2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7404468746(NAD 83)
 MB2790_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2790+STABILITY: SURFACE MOTION
 MB2790
 MB2790  HISTORY     - Date     Condition        Report By
 MB2790  HISTORY     - 1977     MONUMENTED       OH-133
 MB2790
 MB2790                          STATION DESCRIPTION
 MB2790
 MB2790'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2790'THE STATION IS ABOUT 4-3/4 MILES WEST-SOUTHWEST OF MANTUA,
 MB2790'4 MILES SOUTHEAST OF AURORA, 3 MILES NORTHEAST OF
 MB2790'STREETSBORO, AND ON THE RIGHT-OF-WAY OF ELLIMAN ROAD.
 MB2790'
 MB2790'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2790'AND 43 IN STREETSBORO, GO NORTH ON STATE ROUTE
 MB2790'43 FOR 1.5 MILES TO THE INTERSECTION OF FROST ROAD.  TURN
 MB2790'RIGHT AND GO EAST ON FROST ROAD FOR 2.25 MILES TO THE
 MB2790'INTERSECTION OF ELLIMAN ROAD.  TURN LEFT AND GO NORTHWEST ON
 MB2790'ELLIMAN ROAD FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 MB2790'
 MB2790'STATION MARK, STAMPED---94-009-1 1977---, IS A PORTAGE COUNTY
 MB2790'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2790'POST THAT IS 12 INCHES BELOW THE GROUND
 MB2790'SURFACE.  IT IS 65.6 FEET EAST-SOUTHEAST OF A 12-INCH WALNUT
 MB2790'TREE, 48.8 FEET NORTH-NORTHEAST OF A TWIN TRUNKED 20-INCH ASH
 MB2790'TREE, 36.5 FEET SOUTH-SOUTHEAST OF TELEPHONE AND POWER POLE
 MB2790'NUMBER 65 K9, AND 21.2 FEET EAST OF THE CENTERLINE OF ELLIMAN
 MB2790'ROAD.
 MB2790'
 MB2790'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2790'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2790'STATION 94 019 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2790'
 MB2790'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2835 ***********************************************************************
 MB2835  DESIGNATION -  94 011 1 P CO
 MB2835  PID         -  MB2835
 MB2835  STATE/COUNTY-  OH/PORTAGE
 MB2835  USGS QUAD   -  TWINSBURG (1984)
 MB2835
 MB2835                         *CURRENT SURVEY CONTROL
 MB2835  ___________________________________________________________________
 MB2835* NAD 83(1995)-  41 15 49.71312(N)    081 23 03.40382(W)     ADJUSTED  
 MB2835* NAVD 88     -       315.5    (meters)    1035.     (feet)  VERTCON   
 MB2835  ___________________________________________________________________
 MB2835  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 MB2835  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2835
 MB2835  HORZ ORDER  -  SECOND
 MB2835
 MB2835.The horizontal coordinates were established by classical geodetic methods
 MB2835.and adjusted by the National Geodetic Survey in April 1998..
 MB2835
 MB2835.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2835
 MB2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2835
 MB2835.The geoid height was determined by GEOID03.
 MB2835
 MB2835;                    North         East     Units Scale Factor Converg.
 MB2835;SPC OH N     -   177,955.062   693,488.431   MT  0.99994498   +0 43 58.7
 MB2835;UTM  17      - 4,568,114.252   467,810.733   MT  0.99961275   -0 15 12.4
 MB2835
 MB2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2835!SPC OH N     -   0.99995580  x   0.99994498  =   0.99990078
 MB2835!UTM  17      -   0.99995580  x   0.99961275  =   0.99956856
 MB2835
 MB2835:                Primary Azimuth Mark                     Grid Az
 MB2835:SPC OH N     -  94 013 1 P CO                            099 11 26.7
 MB2835:UTM  17      -  94 013 1 P CO                            100 10 37.8
 MB2835
 MB2835|---------------------------------------------------------------------|
 MB2835| PID    Reference Object                     Distance      Geod. Az  |
 MB2835|                                                           dddmmss.s |
 MB2835| MB2814 94 013 1 P CO                       APPROX. 1.5 KM 0995525.4 |
 MB2835| MB2836 94 011 2 P CO                       306.009 METERS 27408     |
 MB2835|---------------------------------------------------------------------|
 MB2835
 MB2835                          SUPERSEDED SURVEY CONTROL
 MB2835
 MB2835  NAD 83(1986)-  41 15 49.72265(N)    081 23 03.40434(W) AD(       ) 2
 MB2835  NAD 27      -  41 15 49.52057(N)    081 23 04.01827(W) AD(       ) 2
 MB2835  NGVD 29 (07/19/86)  315.7    (m)         1036.     (f) VERT ANG       
 MB2835
 MB2835.Superseded values are not recommended for survey control.
 MB2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2835.See file dsdata.txt to determine how the superseded data were derived.
 MB2835
 MB2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6781168114(NAD 83)
 MB2835_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2835+STABILITY: SURFACE MOTION
 MB2835
 MB2835  HISTORY     - Date     Condition        Report By
 MB2835  HISTORY     - 1977     MONUMENTED       OH-133
 MB2835
 MB2835                          STATION DESCRIPTION
 MB2835
 MB2835'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2835'THE STATION IS ABOUT 8-1/2 MILES WEST OF SHALERSVILLE, 4-1/2
 MB2835'MILES SOUTHWEST OF AURORA, 2-3/4 MILES NORTHWEST OF STREETSBORO,
 MB2835'AND ON THE RIGHT-OF-WAY OF AURORA-HUDSON ROAD.
 MB2835'
 MB2835'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2835'AND 14 IN STREETSBORO, GO NORTHWEST ON STATE ROUTE 14 FOR 2.4
 MB2835'MILES TO EXIT 42, FROST ROAD.  TURN LEFT ON
 MB2835'AURORA-HUDSON ROAD, AND GO WEST FOR 0.2 MILE TO THE
 MB2835'T-INTERSECTION OF ELLSWORTH ROAD.  CONTINUE WEST
 MB2835'ON AURORA-HUDSON ROAD FOR 0.3 MILE TO THE STATION ON THE
 MB2835'RIGHT.  CONTINUE WEST ON AURORA-HUDSON ROAD FOR 0.15 MILE TO
 MB2835'AZIMUTH MARK 94 011 2 P CO ON THE RIGHT.
 MB2835'
 MB2835'STATION MARKS, STAMPED---94-011-1 1977---, ARE PORTAGE COUNTY
 MB2835'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2835'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2835'SURFACE.  IT IS 320.3 FEET EAST OF A TELEPHONE POLE, 247.8
 MB2835'FEET NORTHEAST OF TELEPHONE AND POWER POLE NUMBER SB 1848,
 MB2835'130.8 FEET NORTHWEST OF THE SOUTH POST OF A WELCOME TO
 MB2835'STREETSBORO SIGN, 67.7 FEET NORTH OF TELEPHONE AND POWER
 MB2835'POLE NUMBER SB 1849, 34.9 FEET NORTH OF THE CENTERLINE OF
 MB2835'AURORA-HUDSON ROAD, AND 4.0 FEET SOUTH OF THE RIGHT-OF-WAY
 MB2835'FENCE FOR INTERSTATE 480.  THE UNDERGROUND DISK IS SET IN AN
 MB2835'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2835'SURFACE.
 MB2835'
 MB2835'AZIMUTH MARK 94 011 2 P CO, STAMPED---94-011-2 1977---, IS A
 MB2835'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2835'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2835'SURFACE.  IT IS 110.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MB2835'OF THE AMERICAN LEGION HALL, 70.2 FEET NORTHEAST OF A 24-INCH
 MB2835'MAPLE TREE, 68.7 FEET NORTH-NORTHWEST OF A 24-INCH MAPLE TREE,
 MB2835'AND 26.3 FEET NORTH OF THE CENTERLINE OF AURORA-HUDSON ROAD.
 MB2835'
 MB2835'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2835'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2835'STATION 94 013 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2835'
 MB2835'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2836 ***********************************************************************
 MB2836  DESIGNATION -  94 011 2 P CO
 MB2836  PID         -  MB2836
 MB2836  STATE/COUNTY-  OH/PORTAGE
 MB2836  USGS QUAD   -  TWINSBURG (1984)
 MB2836
 MB2836                         *CURRENT SURVEY CONTROL
 MB2836  ___________________________________________________________________
 MB2836* NAD 83(1995)-  41 15 50.42748(N)    081 23 16.51588(W)     ADJUSTED  
 MB2836* NAVD 88     -       313.     (meters)    1027.     (feet)  VERTCON   
 MB2836  ___________________________________________________________________
 MB2836  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 MB2836  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2836
 MB2836  HORZ ORDER  -  SECOND
 MB2836
 MB2836.The horizontal coordinates were established by classical geodetic methods
 MB2836.and adjusted by the National Geodetic Survey in April 1998..
 MB2836
 MB2836.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2836
 MB2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2836
 MB2836.The geoid height was determined by GEOID03.
 MB2836
 MB2836;                    North         East     Units Scale Factor Converg.
 MB2836;SPC OH N     -   177,973.199   693,182.976   MT  0.99994499   +0 43 50.1
 MB2836;UTM  17      - 4,568,137.637   467,505.737   MT  0.99961299   -0 15 21.1
 MB2836
 MB2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2836!SPC OH N     -   0.99995622  x   0.99994499  =   0.99990121
 MB2836!UTM  17      -   0.99995622  x   0.99961299  =   0.99956923
 MB2836
 MB2836                          SUPERSEDED SURVEY CONTROL
 MB2836
 MB2836  NAD 83(1986)-  41 15 50.43704(N)    081 23 16.51641(W) AD(       ) 2
 MB2836  NAD 27      -  41 15 50.23494(N)    081 23 17.12991(W) AD(       ) 2
 MB2836  NGVD 29 (07/19/86)  313.     (m)         1027.     (f) VERT ANG       
 MB2836
 MB2836.Superseded values are not recommended for survey control.
 MB2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2836.See file dsdata.txt to determine how the superseded data were derived.
 MB2836
 MB2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6750668138(NAD 83)
 MB2836_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2836+STABILITY: SURFACE MOTION
 MB2836
 MB2836  HISTORY     - Date     Condition        Report By
 MB2836  HISTORY     - 1977     MONUMENTED       OH-133
 MB2836
 MB2836                          STATION DESCRIPTION
 MB2836
 MB2836'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2836'THE STATION IS ABOUT 8-1/2 MILES WEST OF SHALERSVILLE, 4-1/2
 MB2836'MILES SOUTHWEST OF AURORA, 2-3/4 MILES NORTHWEST OF STREETSBORO,
 MB2836'AND ON THE RIGHT-OF-WAY OF AURORA-HUDSON ROAD.
 MB2836'
 MB2836'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2836'AND 14 IN STREETSBORO, GO NORTHWEST ON STATE ROUTE 14 FOR 2.4
 MB2836'MILES TO EXIT 42, FROST ROAD.  TURN LEFT
 MB2836'ON AURORA-HUDSON ROAD AND GO WEST FOR 0.2 MILE TO THE
 MB2836'T-INTERSECTION OF ELLSWORTH ROAD.  CONTINUE WEST
 MB2836'ON AURORA-HUDSON ROAD FOR 0.45 MILE TO THE STATION ON THE
 MB2836'RIGHT.
 MB2836'
 MB2836'STATION MARK, STAMPED---94-011-2 1977---, IS A PORTAGE COUNTY
 MB2836'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2836'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 110.4 FEET
 MB2836'SOUTHEAST OF THE SOUTHEAST CORNER OF THE AMERICAN LEGION HALL,
 MB2836'70.2 FEET NORTHEAST OF A 24-INCH MAPLE TREE, 68.7 FEET
 MB2836'NORTH-NORTHWEST
 MB2836'OF A 24-INCH MAPLE TREE, AND 26.3 FEET NORTH OF THE
 MB2836'CENTERLINE OF HUDSON-AURORA ROAD.
 MB2836'
 MB2836'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2836'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2836'STATION 94 011 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2836'
 MB2836'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2814 ***********************************************************************
 MB2814  DESIGNATION -  94 013 1 P CO
 MB2814  PID         -  MB2814
 MB2814  STATE/COUNTY-  OH/PORTAGE
 MB2814  USGS QUAD   -  AURORA (1964)
 MB2814
 MB2814                         *CURRENT SURVEY CONTROL
 MB2814  ___________________________________________________________________
 MB2814* NAD 83(1995)-  41 15 41.30964(N)    081 21 59.78563(W)     ADJUSTED  
 MB2814* NAVD 88     -       333.0    (meters)    1093.     (feet)  VERTCON   
 MB2814  ___________________________________________________________________
 MB2814  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 MB2814  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB2814
 MB2814  HORZ ORDER  -  SECOND
 MB2814
 MB2814.The horizontal coordinates were established by classical geodetic methods
 MB2814.and adjusted by the National Geodetic Survey in April 1998..
 MB2814
 MB2814.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2814
 MB2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2814
 MB2814.The geoid height was determined by GEOID03.
 MB2814
 MB2814;                    North         East     Units Scale Factor Converg.
 MB2814;SPC OH N     -   177,714.947   694,972.465   MT  0.99994484   +0 44 40.5
 MB2814;UTM  17      - 4,567,848.712   469,289.920   MT  0.99961161   -0 14 30.4
 MB2814
 MB2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2814!SPC OH N     -   0.99995305  x   0.99994484  =   0.99989789
 MB2814!UTM  17      -   0.99995305  x   0.99961161  =   0.99956468
 MB2814
 MB2814:                Primary Azimuth Mark                     Grid Az
 MB2814:SPC OH N     -  94 011 1 P CO                            279 11 26.9
 MB2814:UTM  17      -  94 011 1 P CO                            280 10 37.8
 MB2814
 MB2814|---------------------------------------------------------------------|
 MB2814| PID    Reference Object                     Distance      Geod. Az  |
 MB2814|                                                           dddmmss.s |
 MB2814| MB2835 94 011 1 P CO                       APPROX. 1.5 KM 2795607.4 |
 MB2814|---------------------------------------------------------------------|
 MB2814
 MB2814                          SUPERSEDED SURVEY CONTROL
 MB2814
 MB2814  NAD 83(1986)-  41 15 41.31901(N)    081 21 59.78614(W) AD(       ) 2
 MB2814  NAD 27      -  41 15 41.11696(N)    081 22 00.40209(W) AD(       ) 2
 MB2814  NGVD 29 (07/19/86)  333.2    (m)         1093.     (f) VERT ANG       
 MB2814
 MB2814.Superseded values are not recommended for survey control.
 MB2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2814.See file dsdata.txt to determine how the superseded data were derived.
 MB2814
 MB2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6929067849(NAD 83)
 MB2814_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2814+STABILITY: SURFACE MOTION
 MB2814
 MB2814  HISTORY     - Date     Condition        Report By
 MB2814  HISTORY     - 1977     MONUMENTED       OH-133
 MB2814
 MB2814                          STATION DESCRIPTION
 MB2814
 MB2814'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2814'THE STATION IS ABOUT 7-3/4 MILES NORTH OF KENT, 7-1/2
 MB2814'MILES WEST-SOUTHWEST OF MANTUA, 4 MILES SOUTH OF AURORA,
 MB2814'AND ON THE RIGHT-OF-WAY OF FROST ROAD.
 MB2814'
 MB2814'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2814'AND 43 IN STREETSBORO, GO NORTH ON STATE ROUTE
 MB2814'43 FOR 1.5 MILES TO THE INTERSECTION OF FROST ROAD.  TURN LEFT
 MB2814'AND GO WEST ON FROST ROAD FOR 1.1 MILES TO THE STATION ON THE
 MB2814'LEFT.
 MB2814'
 MB2814'STATION MARKS, STAMPED---94-013-1 1977---, ARE PORTAGE COUNTY
 MB2814'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2814'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2814'SURFACE.  IT IS 78.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 MB2814'A ONE STORY WOOD FRAME HOUSE, 68.5 FEET NORTHEAST OF THE
 MB2814'NORTHEAST CORNER OF A HOUSE, ADDRESS NUMBER 758, 28.3 FEET
 MB2814'WEST OF TELEPHONE AND POWER POLE NUMBER 19D21, AND 24.0 FEET
 MB2814'SOUTH OF THE CENTERLINE OF FROST ROAD.  THE UNDERGROUND
 MB2814'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 MB2814'BELOW THE GROUND SURFACE.
 MB2814'
 MB2814'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2814'LIGHT ABOVE STATION MARK WAS 2.0 METERS.
 MB2814'STATIONS 94 011 1 P CO AND 94 015 1 P CO CAN BE USED AS
 MB2814'AZIMUTH MARKS.
 MB2814'
 MB2814'DESCRIBED BY F. J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2804 ***********************************************************************
 MB2804  DESIGNATION -  94 015 1 P CO
 MB2804  PID         -  MB2804
 MB2804  STATE/COUNTY-  OH/PORTAGE
 MB2804  USGS QUAD   -  AURORA (1964)
 MB2804
 MB2804                         *CURRENT SURVEY CONTROL
 MB2804  ___________________________________________________________________
 MB2804* NAD 83(1995)-  41 15 41.14429(N)    081 21 14.83289(W)     ADJUSTED  
 MB2804* NAVD 88     -       343.2    (meters)    1126.     (feet)  VERTCON   
 MB2804  ___________________________________________________________________
 MB2804  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 MB2804  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2804
 MB2804  HORZ ORDER  -  SECOND
 MB2804
 MB2804.The horizontal coordinates were established by classical geodetic methods
 MB2804.and adjusted by the National Geodetic Survey in April 1998..
 MB2804
 MB2804.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2804
 MB2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2804
 MB2804.The geoid height was determined by GEOID03.
 MB2804
 MB2804;                    North         East     Units Scale Factor Converg.
 MB2804;SPC OH N     -   177,723.519   696,018.807   MT  0.99994484   +0 45 10.0
 MB2804;UTM  17      - 4,567,839.275   470,335.906   MT  0.99961083   -0 14 00.8
 MB2804
 MB2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2804!SPC OH N     -   0.99995145  x   0.99994484  =   0.99989629
 MB2804!UTM  17      -   0.99995145  x   0.99961083  =   0.99956230
 MB2804
 MB2804:                Primary Azimuth Mark                     Grid Az
 MB2804:SPC OH N     -  94 026 1 P CO                            091 40 24.4
 MB2804:UTM  17      -  94 026 1 P CO                            092 39 35.2
 MB2804
 MB2804|---------------------------------------------------------------------|
 MB2804| PID    Reference Object                     Distance      Geod. Az  |
 MB2804|                                                           dddmmss.s |
 MB2804| MB2800 94 026 1 P CO                       APPROX. 0.7 KM 0922534.4 |
 MB2804|---------------------------------------------------------------------|
 MB2804
 MB2804                          SUPERSEDED SURVEY CONTROL
 MB2804
 MB2804  NAD 83(1986)-  41 15 41.15355(N)    081 21 14.83339(W) AD(       ) 2
 MB2804  NAD 27      -  41 15 40.95157(N)    081 21 15.45078(W) AD(       ) 2
 MB2804  NGVD 29 (07/19/86)  343.4    (m)         1127.     (f) VERT ANG       
 MB2804
 MB2804.Superseded values are not recommended for survey control.
 MB2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2804.See file dsdata.txt to determine how the superseded data were derived.
 MB2804
 MB2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7033667839(NAD 83)
 MB2804_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2804+STABILITY: SURFACE MOTION
 MB2804
 MB2804  HISTORY     - Date     Condition        Report By
 MB2804  HISTORY     - 1977     MONUMENTED       OH-133
 MB2804
 MB2804                          STATION DESCRIPTION
 MB2804
 MB2804'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2804'THE STATION IS ABOUT 7-1/4 MILES WEST-SOUTHWEST OF MANTUA,
 MB2804'4 MILES SOUTH OF AURORA, 1-3/4 MILES NORTHWEST OF
 MB2804'STREETSBORO, AND ON THE RIGHT-OF-WAY OF FROST ROAD.
 MB2804'
 MB2804'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2804'AND 43 IN STREETSBORO, GO NORTH ON STATE ROUTE
 MB2804'43 FOR 1.5 MILES TO THE INTERSECTION OF FROST ROAD.  TURN LEFT
 MB2804'AND GO WEST FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 MB2804'
 MB2804'STATION MARK, STAMPED---94-015-1 1977---, IS A PORTAGE COUNTY
 MB2804'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2804'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 168.5 FEET
 MB2804'SOUTH OF THE SOUTHERN FACE OF A THREE STORY BRICK APARTMENT
 MB2804'BUILDING, 124.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 MB2804'MOST EASTERN THREE STORY BRICK APARTMENT BUILDING, 99.3 FEET
 MB2804'SOUTHEAST OF THE SOUTHEAST CORNER OF THE MOST WESTERN THREE
 MB2804'STORY APARTMENT BUILDING, 29.8 FEET WEST OF TELEPHONE AND POWER
 MB2804'POLE NUMBER 145/13, AND 24 FEET NORTH OF THE CENTERLINE
 MB2804'OF FROST ROAD.
 MB2804'
 MB2804'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2804'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2804'STATIONS 94 026 1 P CO AND 94 013 1 P CO CAN BE USED AS
 MB2804'AZIMUTH MARKS.
 MB2804'
 MB2804'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2798 ***********************************************************************
 MB2798  DESIGNATION -  94 016 1 P CO
 MB2798  PID         -  MB2798
 MB2798  STATE/COUNTY-  OH/PORTAGE
 MB2798  USGS QUAD   -  AURORA (1964)
 MB2798
 MB2798                         *CURRENT SURVEY CONTROL
 MB2798  ___________________________________________________________________
 MB2798* NAD 83(1995)-  41 15 40.18131(N)    081 20 18.86786(W)     ADJUSTED  
 MB2798* NAVD 88     -       368.1    (meters)    1208.     (feet)  VERTCON   
 MB2798  ___________________________________________________________________
 MB2798  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 MB2798  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2798
 MB2798  HORZ ORDER  -  SECOND
 MB2798
 MB2798.The horizontal coordinates were established by classical geodetic methods
 MB2798.and adjusted by the National Geodetic Survey in April 1998..
 MB2798
 MB2798.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2798
 MB2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2798
 MB2798.The geoid height was determined by GEOID03.
 MB2798
 MB2798;                    North         East     Units Scale Factor Converg.
 MB2798;SPC OH N     -   177,711.047   697,321.787   MT  0.99994482   +0 45 46.8
 MB2798;UTM  17      - 4,567,804.387   471,638.043   MT  0.99960990   -0 13 23.8
 MB2798
 MB2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2798!SPC OH N     -   0.99994754  x   0.99994482  =   0.99989236
 MB2798!UTM  17      -   0.99994754  x   0.99960990  =   0.99955746
 MB2798
 MB2798:                Primary Azimuth Mark                     Grid Az
 MB2798:SPC OH N     -  94 029 1 P CO                            090 45 29.8
 MB2798:UTM  17      -  94 029 1 P CO                            091 44 40.4
 MB2798
 MB2798|---------------------------------------------------------------------|
 MB2798| PID    Reference Object                     Distance      Geod. Az  |
 MB2798|                                                           dddmmss.s |
 MB2798| MB2791 94 029 1 P CO                       APPROX. 1.6 KM 0913116.6 |
 MB2798|---------------------------------------------------------------------|
 MB2798
 MB2798                          SUPERSEDED SURVEY CONTROL
 MB2798
 MB2798  NAD 83(1986)-  41 15 40.19043(N)    081 20 18.86832(W) AD(       ) 2
 MB2798  NAD 27      -  41 15 39.98853(N)    081 20 19.48754(W) AD(       ) 2
 MB2798  NGVD 29 (07/19/86)  368.3    (m)         1208.     (f) VERT ANG       
 MB2798
 MB2798.Superseded values are not recommended for survey control.
 MB2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2798.See file dsdata.txt to determine how the superseded data were derived.
 MB2798
 MB2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7163867804(NAD 83)
 MB2798_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2798+STABILITY: SURFACE MOTION
 MB2798
 MB2798  HISTORY     - Date     Condition        Report By
 MB2798  HISTORY     - 1977     MONUMENTED       OH-133
 MB2798
 MB2798                          STATION DESCRIPTION
 MB2798
 MB2798'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2798'THE STATION IS ABOUT 6-1/2 MILES WEST-SOUTHWEST OF MANTUA,
 MB2798'4 MILES SOUTH-SOUTHEAST OF AURORA, 1-1/2 MILES
 MB2798'NORTH-NORTHEAST OF STREETSBORO, AND ON THE RIGHT-OF-WAY OF
 MB2798'FROST ROAD.
 MB2798'
 MB2798'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2798'AND 43 IN STREETSBORO, GO NORTH ON STATE ROUTE 43
 MB2798'FOR 1.5 MILES TO THE INTERSECTION OF FROST ROAD.  TURN RIGHT
 MB2798'AND GO EAST ON FROST ROAD FOR 0.4 MILE TO THE STATION ON THE
 MB2798'LEFT.
 MB2798'
 MB2798'STATION MARKS, STAMPED---94-016-1 1977---, ARE PORTAGE COUNTY
 MB2798'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2798'CYLINDRICAL CONCRETE POST THAT IS 8 INCHES BELOW THE
 MB2798'GROUND SURFACE.  IT IS 146.4 FEET EAST OF TELEPHONE AND POWER
 MB2798'POLE NUMBER SB 784, 52.8 FEET WEST OF TELEPHONE AND POWER
 MB2798'POLE NUMBER SB 575, 48.5 FEET NORTH OF A 24-INCH WILD CHERRY
 MB2798'TREE, AND 16.4 FEET NORTH OF THE CENTERLINE OF FROST ROAD.
 MB2798'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2798'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2798'
 MB2798'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2798'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2798'STATIONS 94 029 1 P CO AND 94 026 1 P CO CAN BE USED AS
 MB2798'AZIMUTH MARKS.
 MB2798'
 MB2798'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2789 ***********************************************************************
 MB2789  DESIGNATION -  94 019 1 P CO
 MB2789  PID         -  MB2789
 MB2789  STATE/COUNTY-  OH/PORTAGE
 MB2789  USGS QUAD   -  AURORA (1964)
 MB2789
 MB2789                         *CURRENT SURVEY CONTROL
 MB2789  ___________________________________________________________________
 MB2789* NAD 83(1995)-  41 16 03.27228(N)    081 18 31.11750(W)     ADJUSTED  
 MB2789* NAVD 88     -       362.2    (meters)    1188.     (feet)  VERTCON   
 MB2789  ___________________________________________________________________
 MB2789  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 MB2789  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2789
 MB2789  HORZ ORDER  -  SECOND
 MB2789
 MB2789.The horizontal coordinates were established by classical geodetic methods
 MB2789.and adjusted by the National Geodetic Survey in April 1998..
 MB2789
 MB2789.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2789
 MB2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2789
 MB2789.The geoid height was determined by GEOID03.
 MB2789
 MB2789;                    North         East     Units Scale Factor Converg.
 MB2789;SPC OH N     -   178,457.121   699,819.946   MT  0.99994521   +0 46 57.6
 MB2789;UTM  17      - 4,568,507.115   474,147.830   MT  0.99960822   -0 12 12.9
 MB2789
 MB2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2789!SPC OH N     -   0.99994847  x   0.99994521  =   0.99989368
 MB2789!UTM  17      -   0.99994847  x   0.99960822  =   0.99955671
 MB2789
 MB2789:                Primary Azimuth Mark                     Grid Az
 MB2789:SPC OH N     -  94 029 1 P CO                            229 27 13.8
 MB2789:UTM  17      -  94 029 1 P CO                            230 26 24.3
 MB2789
 MB2789|---------------------------------------------------------------------|
 MB2789| PID    Reference Object                     Distance      Geod. Az  |
 MB2789|                                                           dddmmss.s |
 MB2789| MB2791 94 029 1 P CO                       APPROX. 1.2 KM 2301411.4 |
 MB2789| MB2790 94 009 1 P CO                       260.312 METERS 33621     |
 MB2789|---------------------------------------------------------------------|
 MB2789
 MB2789                          SUPERSEDED SURVEY CONTROL
 MB2789
 MB2789  NAD 83(1986)-  41 16 03.28109(N)    081 18 31.11786(W) AD(       ) 2
 MB2789  NAD 27      -  41 16 03.07960(N)    081 18 31.74062(W) AD(       ) 2
 MB2789  NGVD 29 (07/19/86)  362.4    (m)         1189.     (f) VERT ANG       
 MB2789
 MB2789.Superseded values are not recommended for survey control.
 MB2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2789.See file dsdata.txt to determine how the superseded data were derived.
 MB2789
 MB2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7414868507(NAD 83)
 MB2789_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2789+STABILITY: SURFACE MOTION
 MB2789
 MB2789  HISTORY     - Date     Condition        Report By
 MB2789  HISTORY     - 1977     MONUMENTED       OH-133
 MB2789
 MB2789                          STATION DESCRIPTION
 MB2789
 MB2789'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2789'THE STATION IS ABOUT 4-3/4 MILES WEST-SOUTHWEST OF MANTUA,
 MB2789'4 MILES SOUTHEAST OF AURORA, 3 MILES NORTHEAST OF
 MB2789'STREETSBORO, AND ON THE RIGHT-OF-WAY OF ELLIMAN ROAD.
 MB2789'
 MB2789'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2789'AND 43 IN STREETSBORO, GO NORTH ON STATE ROUTE
 MB2789'43 FOR 1.5 MILES TO THE INTERSECTION OF FROST ROAD.  TURN
 MB2789'RIGHT AND GO EAST ON FROST ROAD FOR 2.25 MILES TO THE
 MB2789'INTERSECTION OF ELLIMAN ROAD.  TURN LEFT AND GO NORTHWEST ON
 MB2789'ELLIMAN ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT.
 MB2789'CONTINUE NORTHWEST ON ELLIMAN ROAD FOR 0.15 MILE TO AZIMUTH
 MB2789'MARK 94 009 1 P CO ON THE RIGHT.
 MB2789'
 MB2789'STATION MARKS, STAMPED---94-019-1 1977---, ARE PORTAGE COUNTY
 MB2789'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2789'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2789'SURFACE.  IT IS 129.3 FEET NORTH-NORTHWEST OF TELEPHONE AND
 MB2789'POWER POLE NUMBER 65K 14, 103.7 FEET SOUTHEAST OF TELEPHONE
 MB2789'AND POWER POLE NUMBER 65K 13, 58 FEET SOUTH-SOUTHEAST OF A
 MB2789'6-INCH CHERRY TREE, AND 22.2 FEET WEST OF THE CENTERLINE OF
 MB2789'ELLIMAN ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MB2789'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2789'
 MB2789'AZIMUTH MARK 94 009 1 P CO, STAMPED---94-009-1 1977---, IS A
 MB2789'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2789'CYLINDRICAL CONCRETE POST THAT IS 12 INCHES BELOW
 MB2789'THE GROUND SURFACE.  IT IS 65.6 FEET EAST-SOUTHEAST OF A
 MB2789'12-INCH WALNUT TREE, 48.8 FEET NORTH-NORTHEAST OF A TWIN
 MB2789'TRUNKED 20-INCH ASH TREE, 36.5 FEET SOUTH-SOUTHEAST OF
 MB2789'TELEPHONE AND POWER POLE NUMBER 65K 9, AND 21.2 FEET EAST OF
 MB2789'THE CENTERLINE OF ELLIMAN ROAD.
 MB2789'
 MB2789'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2789'LIGHT ABOVE STATION MARK WAS 2.2 METERS.
 MB2789'STATION 94 029 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2789'
 MB2789'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2800 ***********************************************************************
 MB2800  DESIGNATION -  94 026 1 P CO
 MB2800  PID         -  MB2800
 MB2800  STATE/COUNTY-  OH/PORTAGE
 MB2800  USGS QUAD   -  AURORA (1964)
 MB2800
 MB2800                         *CURRENT SURVEY CONTROL
 MB2800  ___________________________________________________________________
 MB2800* NAD 83(1995)-  41 15 40.12537(N)    081 20 43.00192(W)     ADJUSTED  
 MB2800* NAVD 88     -       358.5    (meters)    1176.     (feet)  VERTCON   
 MB2800  ___________________________________________________________________
 MB2800  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 MB2800  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2800
 MB2800  HORZ ORDER  -  SECOND
 MB2800
 MB2800.The horizontal coordinates were established by classical geodetic methods
 MB2800.and adjusted by the National Geodetic Survey in April 1998..
 MB2800
 MB2800.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2800
 MB2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2800
 MB2800.The geoid height was determined by GEOID03.
 MB2800
 MB2800;                    North         East     Units Scale Factor Converg.
 MB2800;SPC OH N     -   177,701.862   696,760.089   MT  0.99994482   +0 45 30.9
 MB2800;UTM  17      - 4,567,804.872   471,076.458   MT  0.99961030   -0 13 39.8
 MB2800
 MB2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2800!SPC OH N     -   0.99994905  x   0.99994482  =   0.99989387
 MB2800!UTM  17      -   0.99994905  x   0.99961030  =   0.99955937
 MB2800
 MB2800:                Primary Azimuth Mark                     Grid Az
 MB2800:SPC OH N     -  94 016 1 P CO                            089 03 47.5
 MB2800:UTM  17      -  94 016 1 P CO                            090 02 58.2
 MB2800
 MB2800|---------------------------------------------------------------------|
 MB2800| PID    Reference Object                     Distance      Geod. Az  |
 MB2800|                                                           dddmmss.s |
 MB2800| MB2798 94 016 1 P CO                       APPROX. 0.6 KM 0894918.4 |
 MB2800|---------------------------------------------------------------------|
 MB2800
 MB2800                          SUPERSEDED SURVEY CONTROL
 MB2800
 MB2800  NAD 83(1986)-  41 15 40.13455(N)    081 20 43.00240(W) AD(       ) 2
 MB2800  NAD 27      -  41 15 39.93262(N)    081 20 43.62083(W) AD(       ) 2
 MB2800  NGVD 29 (07/19/86)  358.7    (m)         1177.     (f) VERT ANG       
 MB2800
 MB2800.Superseded values are not recommended for survey control.
 MB2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2800.See file dsdata.txt to determine how the superseded data were derived.
 MB2800
 MB2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7107667805(NAD 83)
 MB2800_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2800+STABILITY: SURFACE MOTION
 MB2800
 MB2800  HISTORY     - Date     Condition        Report By
 MB2800  HISTORY     - 1977     MONUMENTED       OH-133
 MB2800
 MB2800                          STATION DESCRIPTION
 MB2800
 MB2800'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2800'THE STATION IS ABOUT 6-3/4 MILES SOUTHWEST OF MANTUA, 4
 MB2800'MILES SOUTH OF AURORA, 1-1/2 MILES NORTH OF STREETSBORO,
 MB2800'AND ON THE RIGHT-OF-WAY OF FROST ROAD.
 MB2800'
 MB2800'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2800'AND 43 IN STREETSBORO, GO NORTH ON STATE ROUTE
 MB2800'43 FOR 1.5 MILES TO THE INTERSECTION OF FROST ROAD AND THE
 MB2800'STATION IS THE SOUTHEAST CORNER OF THE INTERSECTION.
 MB2800'
 MB2800'STATION MARK, STAMPED---94-026-1 1977---, IS A PORTAGE COUNTY
 MB2800'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2800'POST THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2800'80.0 FEET SOUTHWEST OF TELEPHONE AND POWER POLE NUMBER SB 58,
 MB2800'57.8 FEET SOUTH OF AN -X- CHISELED INTO THE NORTH EDGE OF A
 MB2800'SANITARY SEWER METAL RIM OF A MANHOLE COVER, 46.4 FEET NORTH-
 MB2800'NORTHEAST OF A FIRE HYDRANT, AND 44.8 FEET SOUTHEAST OF A
 MB2800'MONUMENT BOX IN THE CENTER OF THE INTERSECTION.
 MB2800'
 MB2800'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2800'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2800'STATIONS 94 016 1 P CO AND 94 015 1 P CO CAN BE USED AS
 MB2800'AZIMUTH MARKS.
 MB2800'
 MB2800'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2791 ***********************************************************************
 MB2791  DESIGNATION -  94 029 1 P CO
 MB2791  PID         -  MB2791
 MB2791  STATE/COUNTY-  OH/PORTAGE
 MB2791  USGS QUAD   -  AURORA (1964)
 MB2791
 MB2791                         *CURRENT SURVEY CONTROL
 MB2791  ___________________________________________________________________
 MB2791* NAD 83(1995)-  41 15 38.79742(N)    081 19 10.09493(W)     ADJUSTED  
 MB2791* NAVD 88     -       361.1    (meters)    1185.     (feet)  VERTCON   
 MB2791  ___________________________________________________________________
 MB2791  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 MB2791  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB2791
 MB2791  HORZ ORDER  -  SECOND
 MB2791
 MB2791.The horizontal coordinates were established by classical geodetic methods
 MB2791.and adjusted by the National Geodetic Survey in April 1998..
 MB2791
 MB2791.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2791
 MB2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2791
 MB2791.The geoid height was determined by GEOID03.
 MB2791
 MB2791;                    North         East     Units Scale Factor Converg.
 MB2791;SPC OH N     -   177,689.853   698,923.056   MT  0.99994480   +0 46 32.0
 MB2791;UTM  17      - 4,567,755.651   473,238.173   MT  0.99960881   -0 12 38.5
 MB2791
 MB2791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2791!SPC OH N     -   0.99994864  x   0.99994480  =   0.99989344
 MB2791!UTM  17      -   0.99994864  x   0.99960881  =   0.99955747
 MB2791
 MB2791:                Primary Azimuth Mark                     Grid Az
 MB2791:SPC OH N     -  94 019 1 P CO                            049 27 13.7
 MB2791:UTM  17      -  94 019 1 P CO                            050 26 24.2
 MB2791
 MB2791|---------------------------------------------------------------------|
 MB2791| PID    Reference Object                     Distance      Geod. Az  |
 MB2791|                                                           dddmmss.s |
 MB2791| MB2789 94 019 1 P CO                       APPROX. 1.2 KM 0501345.7 |
 MB2791|---------------------------------------------------------------------|
 MB2791
 MB2791                          SUPERSEDED SURVEY CONTROL
 MB2791
 MB2791  NAD 83(1986)-  41 15 38.80634(N)    081 19 10.09542(W) AD(       ) 2
 MB2791  NAD 27      -  41 15 38.60454(N)    081 19 10.71685(W) AD(       ) 2
 MB2791  NGVD 29 (07/19/86)  361.3    (m)         1185.     (f) VERT ANG       
 MB2791
 MB2791.Superseded values are not recommended for survey control.
 MB2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2791.See file dsdata.txt to determine how the superseded data were derived.
 MB2791
 MB2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7323867756(NAD 83)
 MB2791_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2791+STABILITY: SURFACE MOTION
 MB2791
 MB2791  HISTORY     - Date     Condition        Report By
 MB2791  HISTORY     - 1977     MONUMENTED       OH-133
 MB2791
 MB2791                          STATION DESCRIPTION
 MB2791
 MB2791'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2791'THE STATION IS ABOUT 5-1/4 MILES SOUTHWEST OF MANTUA, 4-1/2
 MB2791'MILES SOUTHEAST OF AURORA, 2 MILES NORTHEAST OF STREETSBORO,
 MB2791'AND ON THE RIGHT-OF-WAY OF FROST ROAD.
 MB2791'
 MB2791'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2791'AND 43 IN STREETSBORO, GO NORTH ON STATE ROUTE
 MB2791'43 FOR 1.5 MILES TO THE INTERSECTION OF FROST ROAD.  TURN
 MB2791'RIGHT AND GO EAST FOR 1.4 MILES TO THE STATION ON THE RIGHT.
 MB2791'
 MB2791'STATION MARK, STAMPED---94-029-1 1977---, IS A PORTAGE COUNTY
 MB2791'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2791'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 119.4 FEET
 MB2791'SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, ADDRESS NUMBER 2129,
 MB2791'86.4 FEET SOUTHWEST OF A 20-INCH WALNUT TREE, 79.5 FEET
 MB2791'NORTHEAST OF A TWO STORY HOUSE, ADDRESS NUMBER 2062, 44.0 FEET
 MB2791'EAST OF A 24-INCH MAPLE TREE, 21 FEET SOUTH OF THE CENTERLINE
 MB2791'OF FROST ROAD, AND 15.5 FEET NORTHEAST OF AN 8-INCH PEAR TREE.
 MB2791'
 MB2791'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2791'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2791'STATIONS 94 019 1 P CO AND 94 016 1 P CO CAN BE USED AS
 MB2791'AZIMUTH MARKS.
 MB2791'
 MB2791'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2620 ***********************************************************************
 MB2620  DESIGNATION -  94 045 1 P CO
 MB2620  PID         -  MB2620
 MB2620  STATE/COUNTY-  OH/PORTAGE
 MB2620  USGS QUAD   -  KENT (1994)
 MB2620
 MB2620                         *CURRENT SURVEY CONTROL
 MB2620  ___________________________________________________________________
 MB2620* NAD 83(1995)-  41 14 24.64463(N)    081 21 02.19275(W)     ADJUSTED  
 MB2620* NAVD 88     -       342.8    (meters)    1125.     (feet)  VERTCON   
 MB2620  ___________________________________________________________________
 MB2620  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 MB2620  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MB2620
 MB2620  HORZ ORDER  -  SECOND
 MB2620
 MB2620.The horizontal coordinates were established by classical geodetic methods
 MB2620.and adjusted by the National Geodetic Survey in April 1998..
 MB2620
 MB2620.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2620
 MB2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2620
 MB2620.The geoid height was determined by GEOID03.
 MB2620
 MB2620;                    North         East     Units Scale Factor Converg.
 MB2620;SPC OH N     -   175,367.739   696,344.106   MT  0.99994366   +0 45 18.3
 MB2620;UTM  17      - 4,565,479.032   470,620.512   MT  0.99961062   -0 13 52.1
 MB2620
 MB2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2620!SPC OH N     -   0.99995151  x   0.99994366  =   0.99989517
 MB2620!UTM  17      -   0.99995151  x   0.99961062  =   0.99956215
 MB2620
 MB2620|---------------------------------------------------------------------|
 MB2620| PID    Reference Object                     Distance      Geod. Az  |
 MB2620|                                                           dddmmss.s |
 MB2620| MB2622 94 045 2 P CO                       375.645 METERS 31820     |
 MB2620|---------------------------------------------------------------------|
 MB2620
 MB2620                          SUPERSEDED SURVEY CONTROL
 MB2620
 MB2620  NAD 83(1986)-  41 14 24.65366(N)    081 21 02.19351(W) AD(       ) 2
 MB2620  NAD 27      -  41 14 24.45093(N)    081 21 02.81127(W) AD(       ) 2
 MB2620  NGVD 29 (07/19/86)  343.0    (m)         1125.     (f) VERT ANG       
 MB2620
 MB2620.Superseded values are not recommended for survey control.
 MB2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2620.See file dsdata.txt to determine how the superseded data were derived.
 MB2620
 MB2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7062165479(NAD 83)
 MB2620_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2620+STABILITY: SURFACE MOTION
 MB2620
 MB2620  HISTORY     - Date     Condition        Report By
 MB2620  HISTORY     - 1977     MONUMENTED       OH-133
 MB2620
 MB2620                          STATION DESCRIPTION
 MB2620
 MB2620'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2620'THE STATION IS ABOUT 6-1/2 MILES WEST OF SHALERSVILLE, 5-1/2
 MB2620'MILES SOUTH OF AURORA, 1/4 MILE NORTHEAST OF STREETSBORO, AND
 MB2620'ON THE RIGHT-OF-WAY OF STATE ROUTE 14.
 MB2620'
 MB2620'TO REACH THE STATION FROM STREETSBORO AT THE
 MB2620'INTERSECTION OF STATE ROUTES 14 AND 43, GO NORTHWEST ON STATE
 MB2620'ROUTE 14 FOR 0.3 MILE TO THE STATION ON THE LEFT.  CONTINUE
 MB2620'NORTHWEST ON STATE ROUTE 14 FOR 0.25 MILE TO AZIMUTH MARK
 MB2620'94 045 2 P CO ON THE RIGHT.
 MB2620'
 MB2620'STATION MARKS, STAMPED---94-045-1 1977---, ARE PORTAGE COUNTY
 MB2620'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2620'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2620'SURFACE.  IT IS 157.5 FEET NORTHWEST OF TELEPHONE AND POWER
 MB2620'POLE NUMBER 25/2, 100 FEET SOUTHEAST OF TELEPHONE AND POWER
 MB2620'POLE NUMBER 25/3, AND 25.2 FEET SOUTH OF THE CONCRETE CURB.
 MB2620'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2620'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2620'
 MB2620'AZIMUTH MARK 94 045 2 P CO, STAMPED---94-045-2 1977---, IS A
 MB2620'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2620'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2620'SURFACE.  IT IS 137.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MB2620'A LARGE CONCRETE BLOCK BUILDING, 59.5 FEET WEST-SOUTHWEST OF
 MB2620'TELEPHONE AND POWER POLE NUMBER 392, 11.5 FEET NORTHEAST
 MB2620'OF THE CURB, AND ON THE EDGE OF THE PAVEMENT ON STATE ROUTE 14.
 MB2620'
 MB2620'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2620'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2620'STATION 94 055 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2620'
 MB2620'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2622 ***********************************************************************
 MB2622  DESIGNATION -  94 045 2 P CO
 MB2622  PID         -  MB2622
 MB2622  STATE/COUNTY-  OH/PORTAGE
 MB2622  USGS QUAD   -  KENT (1994)
 MB2622
 MB2622                         *CURRENT SURVEY CONTROL
 MB2622  ___________________________________________________________________
 MB2622* NAD 83(1995)-  41 14 33.73962(N)    081 21 12.91931(W)     ADJUSTED  
 MB2622* NAVD 88     -       342.     (meters)    1122.     (feet)  VERTCON   
 MB2622  ___________________________________________________________________
 MB2622  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 MB2622  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MB2622
 MB2622  HORZ ORDER  -  SECOND
 MB2622
 MB2622.The horizontal coordinates were established by classical geodetic methods
 MB2622.and adjusted by the National Geodetic Survey in April 1998..
 MB2622
 MB2622.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2622
 MB2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2622
 MB2622.The geoid height was determined by GEOID03.
 MB2622
 MB2622;                    North         East     Units Scale Factor Converg.
 MB2622;SPC OH N     -   175,644.988   696,090.677   MT  0.99994379   +0 45 11.3
 MB2622;UTM  17      - 4,565,760.509   470,371.975   MT  0.99961080   -0 13 59.2
 MB2622
 MB2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2622!SPC OH N     -   0.99995166  x   0.99994379  =   0.99989546
 MB2622!UTM  17      -   0.99995166  x   0.99961080  =   0.99956248
 MB2622
 MB2622                          SUPERSEDED SURVEY CONTROL
 MB2622
 MB2622  NAD 83(1986)-  41 14 33.74868(N)    081 21 12.92002(W) AD(       ) 2
 MB2622  NAD 27      -  41 14 33.54602(N)    081 21 13.53748(W) AD(       ) 2
 MB2622  NGVD 29 (07/19/86)  342.     (m)         1122.     (f) VERT ANG       
 MB2622
 MB2622.Superseded values are not recommended for survey control.
 MB2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2622.See file dsdata.txt to determine how the superseded data were derived.
 MB2622
 MB2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7037265761(NAD 83)
 MB2622_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2622+STABILITY: SURFACE MOTION
 MB2622
 MB2622  HISTORY     - Date     Condition        Report By
 MB2622  HISTORY     - 1977     MONUMENTED       OH-133
 MB2622
 MB2622                          STATION DESCRIPTION
 MB2622
 MB2622'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2622'THE STATION IS ABOUT 6-1/2 MILES WEST OF SHALERSVILLE, 5-1/2
 MB2622'MILES SOUTH OF AURORA, 1/4 MILE NORTHEAST OF STREETSBORO, AND
 MB2622'ON THE RIGHT-OF-WAY OF STATE ROUTE 14.
 MB2622'
 MB2622'TO REACH THE STATION FROM STREETSBORO AT THE
 MB2622'INTERSECTION OF STATE ROUTES 14 AND 43, GO NORTHWEST ON STATE
 MB2622'ROUTE 14 FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 MB2622'
 MB2622'STATION MARK, STAMPED---94-045-2 1977---, IS A PORTAGE COUNTY
 MB2622'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2622'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 137.4 FEET
 MB2622'SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE CONCRETE BLOCK
 MB2622'BUILDING, 59.5 FEET WEST-SOUTHWEST OF TELEPHONE AND POWER
 MB2622'POLE NUMBER 392, 11.5 FEET NORTHEAST OF THE CURB, AND ON THE
 MB2622'EDGE OF THE PAVEMENT OF STATE ROUTE 14.
 MB2622'
 MB2622'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2622'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2622'STATION 94 045 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2622'
 MB2622'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2608 ***********************************************************************
 MB2608  DESIGNATION -  94 047 1 P CO
 MB2608  PID         -  MB2608
 MB2608  STATE/COUNTY-  OH/PORTAGE
 MB2608  USGS QUAD   -  KENT (1994)
 MB2608
 MB2608                         *CURRENT SURVEY CONTROL
 MB2608  ___________________________________________________________________
 MB2608* NAD 83(1995)-  41 14 20.78283(N)    081 19 53.09622(W)     ADJUSTED  
 MB2608* NAVD 88     -       351.1    (meters)    1152.     (feet)  VERTCON   
 MB2608  ___________________________________________________________________
 MB2608  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 MB2608  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2608
 MB2608  HORZ ORDER  -  SECOND
 MB2608
 MB2608.The horizontal coordinates were established by classical geodetic methods
 MB2608.and adjusted by the National Geodetic Survey in April 1998..
 MB2608
 MB2608.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2608
 MB2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2608
 MB2608.The geoid height was determined by GEOID03.
 MB2608
 MB2608;                    North         East     Units Scale Factor Converg.
 MB2608;SPC OH N     -   175,270.001   697,954.440   MT  0.99994360   +0 46 03.7
 MB2608;UTM  17      - 4,565,353.634   472,228.389   MT  0.99960949   -0 13 06.5
 MB2608
 MB2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2608!SPC OH N     -   0.99995020  x   0.99994360  =   0.99989381
 MB2608!UTM  17      -   0.99995020  x   0.99960949  =   0.99955971
 MB2608
 MB2608:                Primary Azimuth Mark                     Grid Az
 MB2608:SPC OH N     -  94 056 1 P CO                            269 44 49.7
 MB2608:UTM  17      -  94 056 1 P CO                            270 43 59.9
 MB2608
 MB2608|---------------------------------------------------------------------|
 MB2608| PID    Reference Object                     Distance      Geod. Az  |
 MB2608|                                                           dddmmss.s |
 MB2608| MB2611 94 056 1 P CO                       APPROX. 0.8 KM 2703053.4 |
 MB2608|---------------------------------------------------------------------|
 MB2608
 MB2608                          SUPERSEDED SURVEY CONTROL
 MB2608
 MB2608  NAD 83(1986)-  41 14 20.79165(N)    081 19 53.09702(W) AD(       ) 2
 MB2608  NAD 27      -  41 14 20.58906(N)    081 19 53.71696(W) AD(       ) 2
 MB2608  NGVD 29 (07/19/86)  351.3    (m)         1153.     (f) VERT ANG       
 MB2608
 MB2608.Superseded values are not recommended for survey control.
 MB2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2608.See file dsdata.txt to determine how the superseded data were derived.
 MB2608
 MB2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7222865354(NAD 83)
 MB2608_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2608+STABILITY: SURFACE MOTION
 MB2608
 MB2608  HISTORY     - Date     Condition        Report By
 MB2608  HISTORY     - 1977     MONUMENTED       OH-133
 MB2608
 MB2608                          STATION DESCRIPTION
 MB2608
 MB2608'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2608'THE STATION IS ABOUT 5-1/2 MILES WEST OF SHALERSVILLE, 5-1/2
 MB2608'MILES SOUTH OF AURORA, 1/2 MILE EAST OF STREETSBORO, AND ON THE
 MB2608'RIGHT-OF-WAY OF STATE ROUTE 303.
 MB2608'
 MB2608'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2608'AND 43 IN STREETSBORO, GO EAST ON STATE ROUTE 14 FOR 0.3
 MB2608'MILE TO THE INTERSECTION OF STATE ROUTE 303.  TURN LEFT,
 MB2608'THEN RIGHT AND GO EAST ON STATE ROUTE
 MB2608'303 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 MB2608'
 MB2608'STATION MARKS, STAMPED---94-047-1 1977---, ARE PORTAGE COUNTY
 MB2608'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2608'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2608'SURFACE.  IT IS 90.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MB2608'A HOUSE, ADDRESS NUMBER 1733, 44.7 FEET EAST-SOUTHEAST OF A
 MB2608'36-INCH ASH TREE, 33.0 FEET WEST OF A 24-INCH ASH TREE,
 MB2608'24.1 FEET SOUTHWEST OF A CORNER FENCE POST, AND 22.7 FEET
 MB2608'NORTH OF THE CENTERLINE OF STATE ROUTE 303.  THE UNDERGROUND
 MB2608'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 MB2608'BELOW THE GROUND SURFACE.
 MB2608'
 MB2608'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2608'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2608'STATIONS 94 056 1 P CO AND 94 058 1 P CO CAN BE USED AS
 MB2608'AZIMUTH MARKS.
 MB2608'
 MB2608'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2599 ***********************************************************************
 MB2599  DESIGNATION -  94 049 1 P CO
 MB2599  PID         -  MB2599
 MB2599  STATE/COUNTY-  OH/PORTAGE
 MB2599  USGS QUAD   -  KENT (1994)
 MB2599
 MB2599                         *CURRENT SURVEY CONTROL
 MB2599  ___________________________________________________________________
 MB2599* NAD 83(1995)-  41 14 19.47522(N)    081 18 44.40639(W)     ADJUSTED  
 MB2599* NAVD 88     -       341.7    (meters)    1121.     (feet)  VERTCON   
 MB2599  ___________________________________________________________________
 MB2599  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 MB2599  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2599
 MB2599  HORZ ORDER  -  SECOND
 MB2599
 MB2599.The horizontal coordinates were established by classical geodetic methods
 MB2599.and adjusted by the National Geodetic Survey in April 1998..
 MB2599
 MB2599.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2599
 MB2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2599
 MB2599.The geoid height was determined by GEOID03.
 MB2599
 MB2599;                    North         East     Units Scale Factor Converg.
 MB2599;SPC OH N     -   175,251.272   699,554.280   MT  0.99994358   +0 46 48.9
 MB2599;UTM  17      - 4,565,307.389   473,827.134   MT  0.99960843   -0 12 21.2
 MB2599
 MB2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2599!SPC OH N     -   0.99995168  x   0.99994358  =   0.99989526
 MB2599!UTM  17      -   0.99995168  x   0.99960843  =   0.99956013
 MB2599
 MB2599|---------------------------------------------------------------------|
 MB2599| PID    Reference Object                     Distance      Geod. Az  |
 MB2599|                                                           dddmmss.s |
 MB2599| MB2597 94 060 1 P CO                       327.257 METERS 09417     |
 MB2599| MB2600 94 058 1 P CO                       300.710 METERS 26916     |
 MB2599|---------------------------------------------------------------------|
 MB2599
 MB2599                          SUPERSEDED SURVEY CONTROL
 MB2599
 MB2599  NAD 83(1986)-  41 14 19.48383(N)    081 18 44.40720(W) AD(       ) 2
 MB2599  NAD 27      -  41 14 19.28141(N)    081 18 45.02934(W) AD(       ) 2
 MB2599  NGVD 29 (07/19/86)  341.9    (m)         1122.     (f) VERT ANG       
 MB2599
 MB2599.Superseded values are not recommended for survey control.
 MB2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2599.See file dsdata.txt to determine how the superseded data were derived.
 MB2599
 MB2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7382765307(NAD 83)
 MB2599_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2599+STABILITY: SURFACE MOTION
 MB2599
 MB2599  HISTORY     - Date     Condition        Report By
 MB2599  HISTORY     - 1977     MONUMENTED       OH-133
 MB2599
 MB2599                          STATION DESCRIPTION
 MB2599
 MB2599'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2599'THE STATION IS ABOUT 6 MILES SOUTHEAST OF AURORA, 4-1/2
 MB2599'MILES WEST OF SHALERSVILLE, 1-3/4 MILES EAST OF
 MB2599'STREETSBORO, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 303.
 MB2599'
 MB2599'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2599'AND 43 IN STREETSBORO, GO EAST ON STATE ROUTE 14 FOR 0.3 MILE
 MB2599'TO THE INTERSECTION OF STATE ROUTE 303.  TURN LEFT,
 MB2599'THEN RIGHT AND GO EAST ON STATE ROUTE 303 FOR
 MB2599'1.8 MILES TO THE STATION ON THE LEFT.
 MB2599'
 MB2599'STATION MARK, STAMPED---94-049-1 1977---, IS A PORTAGE COUNTY
 MB2599'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2599'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 84.7 FEET
 MB2599'SOUTH-SOUTHWEST OF A 40-INCH CATALPA TREE, 69.7 FEET EAST
 MB2599'OF A 15-INCH MAPLE TREE, 55.0 FEET SOUTHEAST OF THE SOUTHEAST
 MB2599'CORNER OF A HOUSE, ADDRESS NUMBER 2207, 19.6 FEET NORTH OF
 MB2599'THE CENTERLINE OF STATE ROUTE 303, AND 14.4 FEET EAST-SOUTHEAST
 MB2599'OF A 36-INCH MAPLE TREE.
 MB2599'
 MB2599'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2599'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2599'STATIONS 94 058 1 P CO AND 94 060 1 P CO CAN BE USED AS
 MB2599'AZIMUTH MARKS.
 MB2599'
 MB2599'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2618 ***********************************************************************
 MB2618  DESIGNATION -  94 055 1 P CO
 MB2618  PID         -  MB2618
 MB2618  STATE/COUNTY-  OH/PORTAGE
 MB2618  USGS QUAD   -  KENT (1994)
 MB2618
 MB2618                         *CURRENT SURVEY CONTROL
 MB2618  ___________________________________________________________________
 MB2618* NAD 83(1995)-  41 14 07.01803(N)    081 20 51.82743(W)     ADJUSTED  
 MB2618* NAVD 88     -       339.     (meters)    1112.     (feet)  VERTCON   
 MB2618  ___________________________________________________________________
 MB2618  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 MB2618  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2618
 MB2618  HORZ ORDER  -  SECOND
 MB2618
 MB2618.The horizontal coordinates were established by classical geodetic methods
 MB2618.and adjusted by the National Geodetic Survey in April 1998..
 MB2618
 MB2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2618
 MB2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2618
 MB2618.The geoid height was determined by GEOID03.
 MB2618
 MB2618;                    North         East     Units Scale Factor Converg.
 MB2618;SPC OH N     -   174,827.228   696,592.620   MT  0.99994341   +0 45 25.1
 MB2618;UTM  17      - 4,564,934.505   470,859.607   MT  0.99961045   -0 13 45.2
 MB2618
 MB2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2618!SPC OH N     -   0.99995213  x   0.99994341  =   0.99989555
 MB2618!UTM  17      -   0.99995213  x   0.99961045  =   0.99956260
 MB2618
 MB2618                          SUPERSEDED SURVEY CONTROL
 MB2618
 MB2618  NAD 83(1986)-  41 14 07.02703(N)    081 20 51.82843(W) AD(       ) 2
 MB2618  NAD 27      -  41 14 06.82412(N)    081 20 52.44650(W) AD(       ) 2
 MB2618  NGVD 29 (07/19/86)  339.     (m)         1112.     (f) VERT ANG       
 MB2618
 MB2618.Superseded values are not recommended for survey control.
 MB2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2618.See file dsdata.txt to determine how the superseded data were derived.
 MB2618
 MB2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7086064935(NAD 83)
 MB2618_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2618+STABILITY: SURFACE MOTION
 MB2618
 MB2618  HISTORY     - Date     Condition        Report By
 MB2618  HISTORY     - 1977     MONUMENTED       OH-133
 MB2618
 MB2618                          STATION DESCRIPTION
 MB2618
 MB2618'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2618'THE STATION IS ABOUT 6-1/4 MILES WEST OF SHALERSVILLE, 5-3/4
 MB2618'MILES NORTH OF KENT, 1/2 MILE NORTHWEST OF STREETSBORO, AND ON
 MB2618'THE RIGHT-OF-WAY OF SEASONS ROAD, TOWNSHIP HIGHWAY 157.
 MB2618'
 MB2618'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2618'AND 43 IN STREETSBORO, GO SOUTH ON STATE ROUTE 43 FOR 0.2
 MB2618'MILE TO THE INTERSECTION OF SEASONS ROAD.
 MB2618'TURN RIGHT AND GO SOUTHWEST ON SEASONS ROAD FOR 0.15 MILE TO
 MB2618'THE STATION ON THE LEFT.
 MB2618'
 MB2618'STATION MARK, STAMPED---94-055-1 1977---, IS A PORTAGE COUNTY
 MB2618'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2618'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 44.6 FEET
 MB2618'SOUTH-SOUTHWEST OF TELEPHONE POLE NUMBER 5/4, 40.9 FEET
 MB2618'NORTH OF AN 8-INCH MAPLE TREE, 14.0 FEET SOUTH OF THE
 MB2618'CENTERLINE OF SEASONS ROAD, AND 12.6 FEET NORTHEAST OF POWER
 MB2618'POLE NUMBER 5-4/1.
 MB2618'
 MB2618'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2618'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2618'STATION 94 064 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2618'
 MB2618'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2615 ***********************************************************************
 MB2615  DESIGNATION -  94 055 2 P CO
 MB2615  PID         -  MB2615
 MB2615  STATE/COUNTY-  OH/PORTAGE
 MB2615  USGS QUAD   -  KENT (1994)
 MB2615
 MB2615                         *CURRENT SURVEY CONTROL
 MB2615  ___________________________________________________________________
 MB2615* NAD 83(1995)-  41 14 21.00377(N)    081 20 45.78690(W)     ADJUSTED  
 MB2615* NAVD 88     -       344.5    (meters)    1130.     (feet)  VERTCON   
 MB2615  ___________________________________________________________________
 MB2615  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 MB2615  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MB2615
 MB2615  HORZ ORDER  -  SECOND
 MB2615
 MB2615.The horizontal coordinates were established by classical geodetic methods
 MB2615.and adjusted by the National Geodetic Survey in April 1998..
 MB2615
 MB2615.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2615
 MB2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2615
 MB2615.The geoid height was determined by GEOID03.
 MB2615
 MB2615;                    North         East     Units Scale Factor Converg.
 MB2615;SPC OH N     -   175,260.480   696,727.561   MT  0.99994361   +0 45 29.1
 MB2615;UTM  17      - 4,565,365.227   471,001.937   MT  0.99961035   -0 13 41.2
 MB2615
 MB2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2615!SPC OH N     -   0.99995124  x   0.99994361  =   0.99989485
 MB2615!UTM  17      -   0.99995124  x   0.99961035  =   0.99956161
 MB2615
 MB2615:                Primary Azimuth Mark                     Grid Az
 MB2615:SPC OH N     -  94 056 1 P CO                            089 14 47.5
 MB2615:UTM  17      -  94 056 1 P CO                            090 13 57.8
 MB2615
 MB2615|---------------------------------------------------------------------|
 MB2615| PID    Reference Object                     Distance      Geod. Az  |
 MB2615|                                                           dddmmss.s |
 MB2615| MB2611 94 056 1 P CO                       469.958 METERS 0900016.6 |
 MB2615| MB2620 94 045 1 P CO                       398.196 METERS 28623     |
 MB2615|---------------------------------------------------------------------|
 MB2615
 MB2615                          SUPERSEDED SURVEY CONTROL
 MB2615
 MB2615  NAD 83(1986)-  41 14 21.01274(N)    081 20 45.78772(W) AD(       ) 2
 MB2615  NAD 27      -  41 14 20.81002(N)    081 20 46.40595(W) AD(       ) 2
 MB2615  NGVD 29 (07/19/86)  344.7    (m)         1131.     (f) VERT ANG       
 MB2615
 MB2615.Superseded values are not recommended for survey control.
 MB2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2615.See file dsdata.txt to determine how the superseded data were derived.
 MB2615
 MB2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7100265365(NAD 83)
 MB2615_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2615+STABILITY: SURFACE MOTION
 MB2615
 MB2615  HISTORY     - Date     Condition        Report By
 MB2615  HISTORY     - 1977     MONUMENTED       OH-133
 MB2615
 MB2615                          STATION DESCRIPTION
 MB2615
 MB2615'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2615'THE STATION IS ABOUT 6-1/4 MILES NORTH-NORTHEAST OF KENT,
 MB2615'5-1/2 MILES SOUTH OF AURORA, 6-1/4 MILES WEST OF SHALERSVILLE,
 MB2615'WITHIN STREETSBORO, AND ON THE RIGHT-OF-WAY OF
 MB2615'STATE ROUTE 303.
 MB2615'
 MB2615'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2615'AND 43 IN STREETSBORO, GO WEST ON STATE ROUTE 14
 MB2615'FOR 200 FEET TO THE STATION ON THE LEFT.
 MB2615'
 MB2615'STATION MARK, STAMPED---94-055-2 1977---, IS A PORTAGE COUNTY
 MB2615'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2615'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 207.3 FEET
 MB2615'NORTHEAST OF THE NORTHEAST CORNER OF
 MB2615'THE STREETSBORO FIRE STATION, 135.2 FEET NORTHEAST OF
 MB2615'A TEXACO GAS STATION, 125.5
 MB2615'FEET NORTH OF A TWIN TRUNKED 12-INCH BEECH TREE, 41.0 FEET EAST
 MB2615'OF TELEPHONE POLE NUMBER 8/1, AND 6.1 FEET SOUTH OF THE CURB
 MB2615'OF STATE ROUTE 14.
 MB2615'
 MB2615'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2615'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2615'STATIONS 94 045 1 P CO AND 94 056 1 P CO CAN BE USED AS
 MB2615'AZIMUTH MARKS.
 MB2615'
 MB2615'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2611 ***********************************************************************
 MB2611  DESIGNATION -  94 056 1 P CO
 MB2611  PID         -  MB2611
 MB2611  STATE/COUNTY-  OH/PORTAGE
 MB2611  USGS QUAD   -  KENT (1994)
 MB2611
 MB2611                         *CURRENT SURVEY CONTROL
 MB2611  ___________________________________________________________________
 MB2611* NAD 83(1995)-  41 14 21.00205(N)    081 20 25.60508(W)     ADJUSTED  
 MB2611* NAVD 88     -       350.4    (meters)    1150.     (feet)  VERTCON   
 MB2611  ___________________________________________________________________
 MB2611  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 MB2611  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2611
 MB2611  HORZ ORDER  -  SECOND
 MB2611
 MB2611.The horizontal coordinates were established by classical geodetic methods
 MB2611.and adjusted by the National Geodetic Survey in April 1998..
 MB2611
 MB2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2611
 MB2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2611
 MB2611.The geoid height was determined by GEOID03.
 MB2611
 MB2611;                    North         East     Units Scale Factor Converg.
 MB2611;SPC OH N     -   175,266.659   697,197.452   MT  0.99994361   +0 45 42.4
 MB2611;UTM  17      - 4,565,363.319   471,471.708   MT  0.99961002   -0 13 27.9
 MB2611
 MB2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2611!SPC OH N     -   0.99995031  x   0.99994361  =   0.99989393
 MB2611!UTM  17      -   0.99995031  x   0.99961002  =   0.99956035
 MB2611
 MB2611:                Primary Azimuth Mark                     Grid Az
 MB2611:SPC OH N     -  94 047 1 P CO                            089 44 49.5
 MB2611:UTM  17      -  94 047 1 P CO                            090 43 59.8
 MB2611
 MB2611|---------------------------------------------------------------------|
 MB2611| PID    Reference Object                     Distance      Geod. Az  |
 MB2611|                                                           dddmmss.s |
 MB2611| MB2608 94 047 1 P CO                       APPROX. 0.8 KM 0903031.9 |
 MB2611| MB2615 94 055 2 P CO                       469.958 METERS 2700029.9 |
 MB2611|---------------------------------------------------------------------|
 MB2611
 MB2611                          SUPERSEDED SURVEY CONTROL
 MB2611
 MB2611  NAD 83(1986)-  41 14 21.01097(N)    081 20 25.60591(W) AD(       ) 2
 MB2611  NAD 27      -  41 14 20.80830(N)    081 20 26.22478(W) AD(       ) 2
 MB2611  NGVD 29 (07/19/86)  350.6    (m)         1150.     (f) VERT ANG       
 MB2611
 MB2611.Superseded values are not recommended for survey control.
 MB2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2611.See file dsdata.txt to determine how the superseded data were derived.
 MB2611
 MB2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7147265363(NAD 83)
 MB2611_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2611+STABILITY: SURFACE MOTION
 MB2611
 MB2611  HISTORY     - Date     Condition        Report By
 MB2611  HISTORY     - 1977     MONUMENTED       OH-133
 MB2611
 MB2611                          STATION DESCRIPTION
 MB2611
 MB2611'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2611'THE STATION IS ABOUT 5-3/4 MILES WEST OF SHALERSVILLE,
 MB2611'5-1/2 MILES SOUTH-SOUTHEAST OF AURORA, 1/4 MILE EAST OF
 MB2611'STREETSBORO, AND ON THE RIGHT-OF-WAY OF STATE ROUTES 303 AND
 MB2611'14.
 MB2611'
 MB2611'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2611'AND 43 IN STREETSBORO, GO EAST ON STATE ROUTE 14 FOR 0.3
 MB2611'MILE TO THE INTERSECTION OF STATE ROUTE 303 AND THE STATION ON
 MB2611'THE LEFT, IN A TRAFFIC ISLAND.
 MB2611'
 MB2611'STATION MARK, STAMPED---94-056-1 1977---, IS A PORTAGE COUNTY
 MB2611'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2611'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED IN
 MB2611'THE EXTREME EASTERN END OF A TRAFFIC ISLAND, 127.8 FEET
 MB2611'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE STORY BLOCK
 MB2611'BUILDING, PRESENTLY A GAS STATION, 117.8 FEET TO THE SOUTHWEST
 MB2611'CORNER OF THE SAME BUILDING, 93.9 FEET SOUTHEAST OF POWER
 MB2611'POLE NUMBER SB 1940, 88.3 FEET WEST-NORTHWEST OF POWER POLE
 MB2611'NUMBER SB 1942, AND 36.0 FEET SOUTH OF THE CENTERLINE OF
 MB2611'STATE ROUTE 303 WEST.
 MB2611'
 MB2611'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2611'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2611'STATIONS 94 055 2 P CO AND 94 047 1 P CO CAN BE USED AS
 MB2611'AZIMUTH MARKS.
 MB2611'
 MB2611'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2600 ***********************************************************************
 MB2600  DESIGNATION -  94 058 1 P CO
 MB2600  PID         -  MB2600
 MB2600  STATE/COUNTY-  OH/PORTAGE
 MB2600  USGS QUAD   -  KENT (1994)
 MB2600
 MB2600                         *CURRENT SURVEY CONTROL
 MB2600  ___________________________________________________________________
 MB2600* NAD 83(1995)-  41 14 19.35033(N)    081 18 57.31891(W)     ADJUSTED  
 MB2600* NAVD 88     -       355.3    (meters)    1166.     (feet)  VERTCON   
 MB2600  ___________________________________________________________________
 MB2600  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 MB2600  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2600
 MB2600  HORZ ORDER  -  SECOND
 MB2600
 MB2600.The horizontal coordinates were established by classical geodetic methods
 MB2600.and adjusted by the National Geodetic Survey in April 1998..
 MB2600
 MB2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2600
 MB2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2600
 MB2600.The geoid height was determined by GEOID03.
 MB2600
 MB2600;                    North         East     Units Scale Factor Converg.
 MB2600;SPC OH N     -   175,243.332   699,253.691   MT  0.99994358   +0 46 40.4
 MB2600;UTM  17      - 4,565,304.624   473,526.554   MT  0.99960863   -0 12 29.7
 MB2600
 MB2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2600!SPC OH N     -   0.99994954  x   0.99994358  =   0.99989313
 MB2600!UTM  17      -   0.99994954  x   0.99960863  =   0.99955819
 MB2600
 MB2600|---------------------------------------------------------------------|
 MB2600| PID    Reference Object                     Distance      Geod. Az  |
 MB2600|                                                           dddmmss.s |
 MB2600| MB2599 94 049 1 P CO                       300.710 METERS 08916     |
 MB2600| MB2608 94 047 1 P CO                       APPROX. 1.3 KM 2715713.6 |
 MB2600|---------------------------------------------------------------------|
 MB2600
 MB2600                          SUPERSEDED SURVEY CONTROL
 MB2600
 MB2600  NAD 83(1986)-  41 14 19.35899(N)    081 18 57.31969(W) AD(       ) 2
 MB2600  NAD 27      -  41 14 19.15652(N)    081 18 57.94145(W) AD(       ) 2
 MB2600  NGVD 29 (07/19/86)  355.5    (m)         1166.     (f) VERT ANG       
 MB2600
 MB2600.Superseded values are not recommended for survey control.
 MB2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2600.See file dsdata.txt to determine how the superseded data were derived.
 MB2600
 MB2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7352765305(NAD 83)
 MB2600_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2600+STABILITY: SURFACE MOTION
 MB2600
 MB2600  HISTORY     - Date     Condition        Report By
 MB2600  HISTORY     - 1977     MONUMENTED       OH-133
 MB2600
 MB2600                          STATION DESCRIPTION
 MB2600
 MB2600'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2600'THE STATION IS ABOUT 6-1/2 MILES NORTHEAST OF KENT, 4
 MB2600'MILES WEST OF SHALERSVILLE, 1-1/4 MILES SOUTHEAST OF
 MB2600'AURORA, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 303.
 MB2600'
 MB2600'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2600'AND 43 IN STREETSBORO, GO EAST ON STATE ROUTE 14 FOR 0.3 MILE
 MB2600'TO THE INTERSECTION OF STATE ROUTE 303.  TURN LEFT,
 MB2600'THEN RIGHT AND GO EAST ON STATE ROUTE 303 FOR
 MB2600'1.1 MILES TO THE CREST OF A LARGE HILL AND THE STATION ON THE
 MB2600'RIGHT.
 MB2600'
 MB2600'STATION MARK, STAMPED---94-058-1 1977---, IS A PORTAGE COUNTY
 MB2600'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2600'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 131.4 FEET
 MB2600'SOUTHWEST OF THE SOUTH CORNER OF A STEEL TOWER SUPPORTING POWER
 MB2600'LINES, 95.6 FEET SOUTHEAST OF A 30-INCH CATALPA TREE, 55.2 FEET
 MB2600'NORTH OF THE NORTHEAST CORNER OF A TWO STORY HOUSE, ADDRESS
 MB2600'NUMBER 2094, 25.0 FEET NORTHWEST OF A 30-INCH MAPLE TREE, AND
 MB2600'20.0 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 303.
 MB2600'
 MB2600'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2600'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2600'STATIONS 94 047 1 P CO AND 94 049 1 P CO CAN BE USED AS
 MB2600'AZIMUTH MARKS.
 MB2600'
 MB2600'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2597 ***********************************************************************
 MB2597  DESIGNATION -  94 060 1 P CO
 MB2597  PID         -  MB2597
 MB2597  STATE/COUNTY-  OH/PORTAGE
 MB2597  USGS QUAD   -  KENT (1994)
 MB2597
 MB2597                         *CURRENT SURVEY CONTROL
 MB2597  ___________________________________________________________________
 MB2597* NAD 83(1995)-  41 14 18.68353(N)    081 18 30.39199(W)     ADJUSTED  
 MB2597* NAVD 88     -       348.3    (meters)    1143.     (feet)  VERTCON   
 MB2597  ___________________________________________________________________
 MB2597  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 MB2597  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2597
 MB2597  HORZ ORDER  -  SECOND
 MB2597
 MB2597.The horizontal coordinates were established by classical geodetic methods
 MB2597.and adjusted by the National Geodetic Survey in April 1998..
 MB2597
 MB2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2597
 MB2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2597
 MB2597.The geoid height was determined by GEOID03.
 MB2597
 MB2597;                    North         East     Units Scale Factor Converg.
 MB2597;SPC OH N     -   175,231.304   699,880.909   MT  0.99994357   +0 46 58.1
 MB2597;UTM  17      - 4,565,281.811   474,153.262   MT  0.99960822   -0 12 12.0
 MB2597
 MB2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2597!SPC OH N     -   0.99995064  x   0.99994357  =   0.99989421
 MB2597!UTM  17      -   0.99995064  x   0.99960822  =   0.99955888
 MB2597
 MB2597|---------------------------------------------------------------------|
 MB2597| PID    Reference Object                     Distance      Geod. Az  |
 MB2597|                                                           dddmmss.s |
 MB2597| MB2595 94 060 2 P CO                       354.279 METERS 08800     |
 MB2597| MB2599 94 049 1 P CO                       327.257 METERS 27417     |
 MB2597|---------------------------------------------------------------------|
 MB2597
 MB2597                          SUPERSEDED SURVEY CONTROL
 MB2597
 MB2597  NAD 83(1986)-  41 14 18.69211(N)    081 18 30.39283(W) AD(       ) 2
 MB2597  NAD 27      -  41 14 18.48970(N)    081 18 31.01540(W) AD(       ) 2
 MB2597  NGVD 29 (07/19/86)  348.5    (m)         1143.     (f) VERT ANG       
 MB2597
 MB2597.Superseded values are not recommended for survey control.
 MB2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2597.See file dsdata.txt to determine how the superseded data were derived.
 MB2597
 MB2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7415365282(NAD 83)
 MB2597_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2597+STABILITY: SURFACE MOTION
 MB2597
 MB2597  HISTORY     - Date     Condition        Report By
 MB2597  HISTORY     - 1977     MONUMENTED       OH-133
 MB2597
 MB2597                          STATION DESCRIPTION
 MB2597
 MB2597'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2597'THE STATION IS ABOUT 6 MILES SOUTHWEST OF MANTUA, 4
 MB2597'MILES WEST OF SHALERSVILLE, 2 MILES EAST OF STREETSBORO, AND
 MB2597'ON THE RIGHT-OF-WAY OF STATE ROUTE 303.
 MB2597'
 MB2597'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2597'AND 14 IN STREETSBORO, GO EAST ON STATE ROUTE 14 FOR 0.3
 MB2597'MILE TO THE INTERSECTION OF STATE ROUTE 303.  TURN LEFT,
 MB2597'THEN RIGHT AND GO EAST ON STATE ROUTE
 MB2597'303 FOR 2.0 MILES TO THE STATION ON THE RIGHT.  CONTINUE EAST
 MB2597'ON STATE ROUTE 303 FOR 0.25 MILE TO THE INTERSECTION OF
 MB2597'DIAGONAL ROAD AND AZIMUTH MARK 94 060 2 P CO IN THE ISLAND OF
 MB2597'THE INTERSECTION.
 MB2597'
 MB2597'STATION MARKS, STAMPED---94-060-1 1977---, ARE PORTAGE COUNTY
 MB2597'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2597'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2597'SURFACE.  IT IS 123.0 FEET WEST OF THE WESTERN EDGE OF A HEAVY
 MB2597'WOODED AREA, 103.8 FEET WEST-NORTHWEST OF TELEPHONE POLE
 MB2597'NUMBER 4/32, 66.2 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE
 MB2597'NUMBER SB 1854, 37.8 FEET EAST OF TELEPHONE POLE NUMBER
 MB2597'4/31-1/2, 35.6 FEET SOUTH OF THE CENTERLINE OF STATE
 MB2597'ROUTE 303, AND SOUTH OF TWIN LAKES SAND AND GRAVEL
 MB2597'COMPANY, ADDRESS NUMBER 2307.  THE UNDERGROUND DISK IS SET
 MB2597'IN AN IRREGULAR MASS OF CONCTERE ABOUT 42 INCHES BELOW THE
 MB2597'GROUND.
 MB2597'
 MB2597'AZIMUTH MARK 94 060 2 P CO, STAMPED---94-060-2 1977---, IS A
 MB2597'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2597'CYLINDRICAL CONCRETE POST THAT IS 3 INCHES BELOW THE
 MB2597'GROUND SURFACE.  IT IS 126.9 FEET NORTH-NORTHEAST OF A 6-INCH
 MB2597'PINE TREE, 98.0 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 MB2597'A HOUSE, ADDRESS NUMBER 9102, 75.8 FEET WEST-SOUTHWEST OF
 MB2597'TELEPHONE POLE NUMBER SB 234, 74.9 FEET WEST OF A TWIN
 MB2597'TRUNKED 40-INCH LOCUST TREE, AND 19.6 FEET NORTHWEST OF THE
 MB2597'CENTERLINE OF DIAGONAL ROAD.
 MB2597'
 MB2597'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2597'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2597'STATION 94 049 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2597'
 MB2597'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2595 ***********************************************************************
 MB2595  DESIGNATION -  94 060 2 P CO
 MB2595  PID         -  MB2595
 MB2595  STATE/COUNTY-  OH/PORTAGE
 MB2595  USGS QUAD   -  KENT (1994)
 MB2595
 MB2595                         *CURRENT SURVEY CONTROL
 MB2595  ___________________________________________________________________
 MB2595* NAD 83(1995)-  41 14 19.08280(N)    081 18 15.18721(W)     ADJUSTED  
 MB2595* NAVD 88     -       331.     (meters)    1086.     (feet)  VERTCON   
 MB2595  ___________________________________________________________________
 MB2595  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 MB2595  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2595
 MB2595  HORZ ORDER  -  SECOND
 MB2595
 MB2595.The horizontal coordinates were established by classical geodetic methods
 MB2595.and adjusted by the National Geodetic Survey in April 1998..
 MB2595
 MB2595.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2595
 MB2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2595
 MB2595.The geoid height was determined by GEOID03.
 MB2595
 MB2595;                    North         East     Units Scale Factor Converg.
 MB2595;SPC OH N     -   175,248.465   700,234.752   MT  0.99994358   +0 47 08.0
 MB2595;UTM  17      - 4,565,292.876   474,507.229   MT  0.99960800   -0 12 01.9
 MB2595
 MB2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2595!SPC OH N     -   0.99995339  x   0.99994358  =   0.99989697
 MB2595!UTM  17      -   0.99995339  x   0.99960800  =   0.99956140
 MB2595
 MB2595                          SUPERSEDED SURVEY CONTROL
 MB2595
 MB2595  NAD 83(1986)-  41 14 19.09133(N)    081 18 15.18805(W) AD(       ) 2
 MB2595  NAD 27      -  41 14 18.88897(N)    081 18 15.81111(W) AD(       ) 2
 MB2595  NGVD 29 (07/19/86)  331.     (m)         1086.     (f) VERT ANG       
 MB2595
 MB2595.Superseded values are not recommended for survey control.
 MB2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2595.See file dsdata.txt to determine how the superseded data were derived.
 MB2595
 MB2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7450765293(NAD 83)
 MB2595_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2595+STABILITY: SURFACE MOTION
 MB2595
 MB2595  HISTORY     - Date     Condition        Report By
 MB2595  HISTORY     - 1977     MONUMENTED       OH-133
 MB2595
 MB2595                          STATION DESCRIPTION
 MB2595
 MB2595'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2595'THE STATION IS ABOUT 5 MILES SOUTHEAST OF AURORA, 4 MILES
 MB2595'WEST OF SHALERSVILLE, 2-1/4 MILES EAST OF STREETSBORO,
 MB2595'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 303.
 MB2595'
 MB2595'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2595'AND 14 IN STREETSBORO, GO EAST ON STATE ROUTE 14 FOR 0.3
 MB2595'MILE TO THE INTERSECTION OF STATE ROUTE 303.  TURN LEFT,
 MB2595'THEN RIGHT, AND GO EAST ON STATE ROUTE
 MB2595'303 FOR 2.25 MILES TO THE INTERSECTION OF DIAGONAL ROAD AND
 MB2595'THE STATION IN THE ISLAND OF THE INTERSECTION.
 MB2595'
 MB2595'STATION MARK, STAMPED---94-060-2 1977---, IS A PORTAGE COUNTY
 MB2595'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2595'POST THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2595'126.9 FEET NORTH-NORTHEAST OF A 6-INCH PINE TREE, 98.0 FEET
 MB2595'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, ADDRESS
 MB2595'NUMBER 9102, 75.8 FEET WEST-SOUTHWEST OF TELEPHONE POLE
 MB2595'NUMBER SB 234, 74.9 FEET WEST OF A TWIN TRUNKED 40-INCH
 MB2595'LOCUST TREE, AND 19.6 FEET NORTHWEST OF THE CENTERLINE OF
 MB2595'DIAGONAL ROAD.
 MB2595'
 MB2595'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2595'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2595'STATION 94 060 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2595'
 MB2595'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2628 ***********************************************************************
 MB2628  DESIGNATION -  94 064 1 P CO
 MB2628  PID         -  MB2628
 MB2628  STATE/COUNTY-  OH/PORTAGE
 MB2628  USGS QUAD   -  KENT (1994)
 MB2628
 MB2628                         *CURRENT SURVEY CONTROL
 MB2628  ___________________________________________________________________
 MB2628* NAD 83(1995)-  41 13 44.36440(N)    081 21 31.93103(W)     ADJUSTED  
 MB2628* NAVD 88     -       328.2    (meters)    1077.     (feet)  VERTCON   
 MB2628  ___________________________________________________________________
 MB2628  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 MB2628  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2628
 MB2628  HORZ ORDER  -  SECOND
 MB2628
 MB2628.The horizontal coordinates were established by classical geodetic methods
 MB2628.and adjusted by the National Geodetic Survey in April 1998..
 MB2628
 MB2628.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2628
 MB2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2628
 MB2628.The geoid height was determined by GEOID03.
 MB2628
 MB2628;                    North         East     Units Scale Factor Converg.
 MB2628;SPC OH N     -   174,116.195   695,667.981   MT  0.99994309   +0 44 58.8
 MB2628;UTM  17      - 4,564,239.723   469,923.178   MT  0.99961113   -0 14 11.5
 MB2628
 MB2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2628!SPC OH N     -   0.99995380  x   0.99994309  =   0.99989689
 MB2628!UTM  17      -   0.99995380  x   0.99961113  =   0.99956494
 MB2628
 MB2628:                Primary Azimuth Mark                     Grid Az
 MB2628:SPC OH N     -  94 055 1 P CO                            052 26 25.0
 MB2628:UTM  17      -  94 055 1 P CO                            053 25 35.3
 MB2628
 MB2628|---------------------------------------------------------------------|
 MB2628| PID    Reference Object                     Distance      Geod. Az  |
 MB2628|                                                           dddmmss.s |
 MB2628| MB2618 94 055 1 P CO                       APPROX. 1.2 KM 0531123.8 |
 MB2628| MB2629 94 064 2 P CO                       457.276 METERS 2292951.3 |
 MB2628|---------------------------------------------------------------------|
 MB2628
 MB2628                          SUPERSEDED SURVEY CONTROL
 MB2628
 MB2628  NAD 83(1986)-  41 13 44.37352(N)    081 21 31.93215(W) AD(       ) 2
 MB2628  NAD 27      -  41 13 44.17027(N)    081 21 32.54883(W) AD(       ) 2
 MB2628  NGVD 29 (07/19/86)  328.4    (m)         1077.     (f) VERT ANG       
 MB2628
 MB2628.Superseded values are not recommended for survey control.
 MB2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2628.See file dsdata.txt to determine how the superseded data were derived.
 MB2628
 MB2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6992364240(NAD 83)
 MB2628_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2628+STABILITY: SURFACE MOTION
 MB2628
 MB2628  HISTORY     - Date     Condition        Report By
 MB2628  HISTORY     - 1977     MONUMENTED       OH-133
 MB2628
 MB2628                          STATION DESCRIPTION
 MB2628
 MB2628'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2628'THE STATION IS ABOUT 7 MILES WEST OF SHALERSVILLE, 5-1/2 MILES
 MB2628'NORTH OF KENT, 1 MILE SOUTHWEST OF STREETSBORO, AND ON THE
 MB2628'RIGHT-OF-WAY OF SEASONS ROAD.
 MB2628'
 MB2628'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2628'AND 43 IN STREETSBORO, GO SOUTH ON STATE ROUTE
 MB2628'43 FOR 0.2 MILE TO THE INTERSECTION OF SEASONS ROAD.  TURN
 MB2628'RIGHT ON SEASONS ROAD AND GO SOUTHWEST FOR 0.15 MILE TO AZIMUTH
 MB2628'MARK 94 055 1 P CO ON THE LEFT.  CONTINUE SOUTHWEST ON SEASONS
 MB2628'ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 MB2628'
 MB2628'STATION MARKS, STAMPED---94-064-1 1977---, ARE PORTAGE COUNTY
 MB2628'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2628'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2628'SURFACE.  IT IS 79.4 FEET NORTHWEST OF A LARGE ROCK 5 FEET IN
 MB2628'DIAMETER, 78.7 FEET NORTH OF A 20-INCH MAPLE TREE, 56.9 FEET
 MB2628'NORTHEAST OF POWER POLE NUMBER SB 1928, 47.2 FEET SOUTHWEST
 MB2628'OF POWER POLE NUMBER SB 1927, AND 21.5 FEET NORTHWEST OF THE
 MB2628'CENTERLINE OF SEASONS ROAD.  THE UNDERGROUND DISK IS SET IN AN
 MB2628'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2628'SURFACE.
 MB2628'
 MB2628'AZIMUTH MARK 95 055 1 P CO, STAMPED---95-055-1 1977---, IS A
 MB2628'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2628'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2628'SURFACE.  IT IS 44.6 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE
 MB2628'NUMBER 5/4, 40.9 FEET NORTH OF AN 8-INCH MAPLE TREE, 14.0 FEET
 MB2628'SOUTH OF THE CENTERLINE OF SEASONS ROAD, AND 12.6 FEET
 MB2628'NORTHEAST OF POWER POLE NUMBER 5-4/1.
 MB2628'
 MB2628'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2628'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2628'STATION 94 064 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2628'
 MB2628'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2629 ***********************************************************************
 MB2629  DESIGNATION -  94 064 2 P CO
 MB2629  PID         -  MB2629
 MB2629  STATE/COUNTY-  OH/PORTAGE
 MB2629  USGS QUAD   -  KENT (1994)
 MB2629
 MB2629                         *CURRENT SURVEY CONTROL
 MB2629  ___________________________________________________________________
 MB2629* NAD 83(1995)-  41 13 34.73703(N)    081 21 46.85981(W)     ADJUSTED  
 MB2629* NAVD 88     -       325.9    (meters)    1069.     (feet)  VERTCON   
 MB2629  ___________________________________________________________________
 MB2629  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 MB2629  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2629
 MB2629  HORZ ORDER  -  SECOND
 MB2629
 MB2629.The horizontal coordinates were established by classical geodetic methods
 MB2629.and adjusted by the National Geodetic Survey in April 1998..
 MB2629
 MB2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2629
 MB2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2629
 MB2629.The geoid height was determined by GEOID03.
 MB2629
 MB2629;                    North         East     Units Scale Factor Converg.
 MB2629;SPC OH N     -   173,814.697   695,324.213   MT  0.99994296   +0 44 49.0
 MB2629;UTM  17      - 4,563,944.284   469,574.388   MT  0.99961139   -0 14 21.3
 MB2629
 MB2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2629!SPC OH N     -   0.99995416  x   0.99994296  =   0.99989712
 MB2629!UTM  17      -   0.99995416  x   0.99961139  =   0.99956556
 MB2629
 MB2629:                Primary Azimuth Mark                     Grid Az
 MB2629:SPC OH N     -  94 064 1 P CO                            048 44 52.4
 MB2629:UTM  17      -  94 064 1 P CO                            049 44 02.7
 MB2629
 MB2629|---------------------------------------------------------------------|
 MB2629| PID    Reference Object                     Distance      Geod. Az  |
 MB2629|                                                           dddmmss.s |
 MB2629| MB2628 94 064 1 P CO                       457.276 METERS 0492941.4 |
 MB2629| MB2632 94 073 2 P CO                       376.050 METERS 23700     |
 MB2629|---------------------------------------------------------------------|
 MB2629
 MB2629                          SUPERSEDED SURVEY CONTROL
 MB2629
 MB2629  NAD 83(1986)-  41 13 34.74617(N)    081 21 46.86103(W) AD(       ) 2
 MB2629  NAD 27      -  41 13 34.54280(N)    081 21 47.47714(W) AD(       ) 2
 MB2629  NGVD 29 (07/19/86)  326.1    (m)         1070.     (f) VERT ANG       
 MB2629
 MB2629.Superseded values are not recommended for survey control.
 MB2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2629.See file dsdata.txt to determine how the superseded data were derived.
 MB2629
 MB2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6957463944(NAD 83)
 MB2629_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2629+STABILITY: SURFACE MOTION
 MB2629
 MB2629  HISTORY     - Date     Condition        Report By
 MB2629  HISTORY     - 1977     MONUMENTED       OH-133
 MB2629
 MB2629                          STATION DESCRIPTION
 MB2629
 MB2629'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2629'THE STATION IS ABOUT 6-1/2 MILES SOUTH-SOUTHWEST OF AURORA,
 MB2629'5 MILES NORTH OF KENT, 1-1/2 MILES NORTHEAST OF
 MB2629'STREETSBORO, AND ON THE RIGHT-OF-WAY OF SEASONS ROAD.
 MB2629'
 MB2629'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2629'AND 43 IN STREETSBORO, GO SOUTH ON STATE ROUTE
 MB2629'43 FOR 0.2 MILE TO THE INTERSECTION OF SEASONS ROAD.  TURN
 MB2629'RIGHT AND GO SOUTHWEST ON SEASONS ROAD FOR 1.15 MILES TO THE
 MB2629'STATION ON THE LEFT.
 MB2629'
 MB2629'STATION MARK, STAMPED---94-064-2 1977---, IS A PORTAGE COUNTY
 MB2629'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2629'POST THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2629'47.1 FEET SOUTHWEST OF A 36-INCH MAPLE TREE AND 20.7 FEET SOUTH
 MB2629'OF THE CENTERLINE OF SEASONS ROAD.
 MB2629'
 MB2629'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2629'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2629'STATIONS 94 064 1 P CO AND 94 073 2 P CO CAN BE USED AS
 MB2629'AZIMUTH MARKS.
 MB2629'
 MB2629'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2635 ***********************************************************************
 MB2635  DESIGNATION -  94 073 1 P CO
 MB2635  PID         -  MB2635
 MB2635  STATE/COUNTY-  OH/PORTAGE
 MB2635  USGS QUAD   -  KENT (1994)
 MB2635
 MB2635                         *CURRENT SURVEY CONTROL
 MB2635  ___________________________________________________________________
 MB2635* NAD 83(1995)-  41 13 16.92065(N)    081 22 22.09984(W)     ADJUSTED  
 MB2635* NAVD 88     -       321.3    (meters)    1054.     (feet)  VERTCON   
 MB2635  ___________________________________________________________________
 MB2635  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 MB2635  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2635
 MB2635  HORZ ORDER  -  SECOND
 MB2635
 MB2635.The horizontal coordinates were established by classical geodetic methods
 MB2635.and adjusted by the National Geodetic Survey in April 1998..
 MB2635
 MB2635.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2635
 MB2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2635
 MB2635.The geoid height was determined by GEOID03.
 MB2635
 MB2635;                    North         East     Units Scale Factor Converg.
 MB2635;SPC OH N     -   173,254.495   694,510.665   MT  0.99994273   +0 44 25.8
 MB2635;UTM  17      - 4,563,398.348   468,751.591   MT  0.99961202   -0 14 44.4
 MB2635
 MB2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2635!SPC OH N     -   0.99995488  x   0.99994273  =   0.99989761
 MB2635!UTM  17      -   0.99995488  x   0.99961202  =   0.99956691
 MB2635
 MB2635:                Primary Azimuth Mark                     Grid Az
 MB2635:SPC OH N     -  94 083 1 P CO                            174 38 37.3
 MB2635:UTM  17      -  94 083 1 P CO                            175 37 47.5
 MB2635
 MB2635|---------------------------------------------------------------------|
 MB2635| PID    Reference Object                     Distance      Geod. Az  |
 MB2635|                                                           dddmmss.s |
 MB2635| MB2634 94 083 1 P CO                       496.034 METERS 1752303.1 |
 MB2635|---------------------------------------------------------------------|
 MB2635
 MB2635                          SUPERSEDED SURVEY CONTROL
 MB2635
 MB2635  NAD 83(1986)-  41 13 16.92986(N)    081 22 22.10123(W) AD(       ) 2
 MB2635  NAD 27      -  41 13 16.72624(N)    081 22 22.71604(W) AD(       ) 2
 MB2635  NGVD 29 (07/19/86)  321.5    (m)         1055.     (f) VERT ANG       
 MB2635
 MB2635.Superseded values are not recommended for survey control.
 MB2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2635.See file dsdata.txt to determine how the superseded data were derived.
 MB2635
 MB2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6875263398(NAD 83)
 MB2635_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2635+STABILITY: SURFACE MOTION
 MB2635
 MB2635  HISTORY     - Date     Condition        Report By
 MB2635  HISTORY     - 1977     MONUMENTED       OH-133
 MB2635
 MB2635                          STATION DESCRIPTION
 MB2635
 MB2635'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2635'THE STATION IS ABOUT 7 MILES SOUTH OF AURORA, 4-3/4 MILES
 MB2635'NORTH OF KENT, 1-3/4 MILES SOUTHWEST OF STREETSBORO, AND ON THE
 MB2635'RIGHT-OF-WAY OF SEASONS ROAD, TOWNSHIP HIGHWAY 157.
 MB2635'
 MB2635'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2635'AND 43 IN STREETSBORO, GO SOUTH ON STATE ROUTE 43 FOR 0.2 MILE
 MB2635'TO THE INTERSECTION OF SEASONS ROAD.  TURN RIGHT AND GO
 MB2635'SOUTHWEST ON SEASONS ROAD FOR 1.8 MILES TO A SHARP CURVE SOUTH,
 MB2635'THE INTERSECTION OF CLARK ROAD, AND THE STATION IN THE
 MB2635'SOUTHWEST CORNER OF THE INTERSECTION.  CONTINUE SOUTH ON
 MB2635'SEASONS ROAD FOR 0.3 MILE TO AZIMUTH MARK 94 083 1 P CO ON THE
 MB2635'LEFT.
 MB2635'
 MB2635'STATION MARKS, STAMPED---94-073-1 1977---, ARE PORTAGE COUNTY
 MB2635'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2635'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2635'SURFACE.  IT IS 57.1 FEET SOUTHWEST OF A POWER POLE, 30.3 FEET
 MB2635'WEST OF THE CENTERLINE OF SEASONS ROAD, 28.0 FEET SOUTH OF THE
 MB2635'CENTERLINE OF CLARK ROAD, AND 18.3 FEET SOUTHEAST OF POWER
 MB2635'POLE NUMBER 107246.  THE UNDERGROUND DISK IS SET IN AN
 MB2635'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2635'SURFACE.
 MB2635'
 MB2635'AZIMUTH MARK 94 083 1 P CO, STAMPED---94-083-1 1977---, IS A
 MB2635'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2635'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2635'SURFACE.  IT IS 152.6 FEET NORTHEAST OF THE NORTHEAST CORNER
 MB2635'OF A PORCH, 144.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 MB2635'HOUSE, ADDRESS NUMBER 8309, 27.3 FEET EAST OF THE CENTERLINE OF
 MB2635'SEASONS ROAD, AND 22 FEET NORTH OF TELEPHONE AND POWER POLE
 MB2635'NUMBER 5/42 5B405.
 MB2635'
 MB2635'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2635'LIGHT ABOVE STATION MARK WAS 2.1 METERS.
 MB2635'STATION 94 073 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2635'
 MB2635'DESCRIBED BY F.J.PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2632 ***********************************************************************
 MB2632  DESIGNATION -  94 073 2 P CO
 MB2632  PID         -  MB2632
 MB2632  STATE/COUNTY-  OH/PORTAGE
 MB2632  USGS QUAD   -  KENT (1994)
 MB2632
 MB2632                         *CURRENT SURVEY CONTROL
 MB2632  ___________________________________________________________________
 MB2632* NAD 83(1995)-  41 13 28.09770(N)    081 22 00.40048(W)     ADJUSTED  
 MB2632* NAVD 88     -       326.7    (meters)    1072.     (feet)  VERTCON   
 MB2632  ___________________________________________________________________
 MB2632  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 MB2632  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2632
 MB2632  HORZ ORDER  -  SECOND
 MB2632
 MB2632.The horizontal coordinates were established by classical geodetic methods
 MB2632.and adjusted by the National Geodetic Survey in April 1998..
 MB2632
 MB2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2632
 MB2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2632
 MB2632.The geoid height was determined by GEOID03.
 MB2632
 MB2632;                    North         East     Units Scale Factor Converg.
 MB2632;SPC OH N     -   173,605.801   695,011.547   MT  0.99994287   +0 44 40.1
 MB2632;UTM  17      - 4,563,740.869   469,258.277   MT  0.99961163   -0 14 30.2
 MB2632
 MB2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2632!SPC OH N     -   0.99995403  x   0.99994287  =   0.99989690
 MB2632!UTM  17      -   0.99995403  x   0.99961163  =   0.99956568
 MB2632
 MB2632|---------------------------------------------------------------------|
 MB2632| PID    Reference Object                     Distance      Geod. Az  |
 MB2632|                                                           dddmmss.s |
 MB2632| MB2629 94 064 2 P CO                       376.050 METERS 05700     |
 MB2632|---------------------------------------------------------------------|
 MB2632
 MB2632                          SUPERSEDED SURVEY CONTROL
 MB2632
 MB2632  NAD 83(1986)-  41 13 28.10685(N)    081 22 00.40179(W) AD(       ) 2
 MB2632  NAD 27      -  41 13 27.90339(N)    081 22 01.01738(W) AD(       ) 2
 MB2632  NGVD 29 (07/19/86)  326.9    (m)         1073.     (f) VERT ANG       
 MB2632
 MB2632.Superseded values are not recommended for survey control.
 MB2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2632.See file dsdata.txt to determine how the superseded data were derived.
 MB2632
 MB2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6925863741(NAD 83)
 MB2632_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2632+STABILITY: SURFACE MOTION
 MB2632
 MB2632  HISTORY     - Date     Condition        Report By
 MB2632  HISTORY     - 1977     MONUMENTED       OH-133
 MB2632
 MB2632                          STATION DESCRIPTION
 MB2632
 MB2632'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2632'THE STATION IS ABOUT 5 MILES SOUTHEAST OF HUDSON, ABOUT 4-1/2
 MB2632'MILES NORTH OF KENT, ABOUT 1-3/4 MILES SOUTHWEST OF STREETSBORO,
 MB2632'AND ON THE RIGHT-OF-WAY OF SEASONS ROAD, TOWNSHIP HIGHWAY 157.
 MB2632'
 MB2632'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2632'AND 43 IN STREETSBORO, GO SOUTH ON STATE ROUTE 43 FOR 0.2
 MB2632'MILE TO THE INTERSECTION OF SEASONS ROAD.  TURN RIGHT AND GO
 MB2632'SOUTHWEST ON SEASONS ROAD FOR 1.4 MILES TO THE STATION ON THE
 MB2632'LEFT.
 MB2632'
 MB2632'STATION MARK, STAMPED---94-073-2 1977---, IS A PORTAGE COUNTY
 MB2632'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2632'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 87.6 FEET
 MB2632'NORTHEAST OF A CORNER FENCE POST, 76.8 FEET EAST OF A MAILBOX,
 MB2632'NUMBER 8562, 70 FEET NORTHWEST OF TELEPHONE AND POWER POLE
 MB2632'NUMBER SB 1508, AND 21.3 FEET NORTH OF THE CENTERLINE OF
 MB2632'SEASONS ROAD.
 MB2632'
 MB2632'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2632'LIGHT ABOVE STATION MARK WAS 2.3 METERS.
 MB2632'STATIONS 94 073 1 P CO AND 94 064 2 P CO CAN BE USED AS
 MB2632'AZIMUTH MARKS.
 MB2632'
 MB2632'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2634 ***********************************************************************
 MB2634  DESIGNATION -  94 083 1 P CO
 MB2634  PID         -  MB2634
 MB2634  STATE/COUNTY-  OH/PORTAGE
 MB2634  USGS QUAD   -  KENT (1994)
 MB2634
 MB2634                         *CURRENT SURVEY CONTROL
 MB2634  ___________________________________________________________________
 MB2634* NAD 83(1995)-  41 13 00.89364(N)    081 22 20.38620(W)     ADJUSTED  
 MB2634* NAVD 88     -       322.     (meters)    1056.     (feet)  VERTCON   
 MB2634  ___________________________________________________________________
 MB2634  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 MB2634  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2634
 MB2634  HORZ ORDER  -  SECOND
 MB2634
 MB2634.The horizontal coordinates were established by classical geodetic methods
 MB2634.and adjusted by the National Geodetic Survey in April 1998..
 MB2634
 MB2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2634
 MB2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2634
 MB2634.The geoid height was determined by GEOID03.
 MB2634
 MB2634;                    North         East     Units Scale Factor Converg.
 MB2634;SPC OH N     -   172,760.655   694,556.967   MT  0.99994252   +0 44 27.0
 MB2634;UTM  17      - 4,562,903.948   468,789.374   MT  0.99961199   -0 14 43.2
 MB2634
 MB2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2634!SPC OH N     -   0.99995480  x   0.99994252  =   0.99989732
 MB2634!UTM  17      -   0.99995480  x   0.99961199  =   0.99956681
 MB2634
 MB2634                          SUPERSEDED SURVEY CONTROL
 MB2634
 MB2634  NAD 83(1986)-  41 13 00.90285(N)    081 22 20.38768(W) AD(       ) 2
 MB2634  NAD 27      -  41 13 00.69905(N)    081 22 21.00247(W) AD(       ) 2
 MB2634  NGVD 29 (07/19/86)  322.     (m)         1056.     (f) VERT ANG       
 MB2634
 MB2634.Superseded values are not recommended for survey control.
 MB2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2634.See file dsdata.txt to determine how the superseded data were derived.
 MB2634
 MB2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6878962904(NAD 83)
 MB2634_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2634+STABILITY: SURFACE MOTION
 MB2634
 MB2634  HISTORY     - Date     Condition        Report By
 MB2634  HISTORY     - 1977     MONUMENTED       OH-133
 MB2634
 MB2634                          STATION DESCRIPTION
 MB2634
 MB2634'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2634'THE STATION IS ABOUT 5 MILES NORTH OF KENT, ABOUT 4-1/2 MILES
 MB2634'SOUTHEAST OF HUDSON, ABOUT 1-1/2 MILES SOUTHWEST OF STREETSBORO,
 MB2634'AND ON THE RIGHT-OF-WAY OF SEASONS ROAD, TOWNSHIP HIGHWAY 157.
 MB2634'
 MB2634'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2634'AND 43 IN STREETSBORO, GO SOUTH ON STATE ROUTE 43 FOR 0.2 MILE
 MB2634'TO THE INTERSECTION OF SEASONS ROAD.  TURN RIGHT AND GO
 MB2634'SOUTHWEST ON SEASONS ROAD FOR 1.8 MILES TO A SHARP CURVE SOUTH
 MB2634'AND THE INTERSECTION OF CLARK ROAD.  CONTINUE SOUTH ON SEASONS
 MB2634'ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 MB2634'
 MB2634'STATION MARK, STAMPED---94-083-1 1977---, IS A PORTAGE COUNTY
 MB2634'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2634'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 152.6 FEET
 MB2634'NORTHEAST OF THE NORTHEAST CORNER OF A PORCH, 144.5 FEET
 MB2634'SOUTHEAST
 MB2634'OF THE NORTHEAST CORNER OF A HOUSE, ADDRESS NUMBER 8309,
 MB2634'27.3 FEET EAST OF THE CENTERLINE OF SEASONS ROAD, AND 22 FEET
 MB2634'NORTH OF TELEPHONE AND POWER POLE NUMBER 5/42 SB405.
 MB2634'
 MB2634'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2634'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2634'STATION 94 073 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2634'
 MB2634'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2625 ***********************************************************************
 MB2625  DESIGNATION -  94 084 1 P CO
 MB2625  PID         -  MB2625
 MB2625  STATE/COUNTY-  OH/PORTAGE
 MB2625  USGS QUAD   -  KENT (1994)
 MB2625
 MB2625                         *CURRENT SURVEY CONTROL
 MB2625  ___________________________________________________________________
 MB2625* NAD 83(1995)-  41 12 44.26320(N)    081 21 17.31725(W)     ADJUSTED  
 MB2625* NAVD 88     -       336.     (meters)    1102.     (feet)  VERTCON   
 MB2625  ___________________________________________________________________
 MB2625  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 MB2625  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2625
 MB2625  HORZ ORDER  -  SECOND
 MB2625
 MB2625.The horizontal coordinates were established by classical geodetic methods
 MB2625.and adjusted by the National Geodetic Survey in April 1998..
 MB2625
 MB2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2625
 MB2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2625
 MB2625.The geoid height was determined by GEOID03.
 MB2625
 MB2625;                    North         East     Units Scale Factor Converg.
 MB2625;SPC OH N     -   172,266.830   696,032.628   MT  0.99994231   +0 45 08.4
 MB2625;UTM  17      - 4,562,384.972   470,255.832   MT  0.99961089   -0 14 01.6
 MB2625
 MB2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2625!SPC OH N     -   0.99995260  x   0.99994231  =   0.99989491
 MB2625!UTM  17      -   0.99995260  x   0.99961089  =   0.99956351
 MB2625
 MB2625                          SUPERSEDED SURVEY CONTROL
 MB2625
 MB2625  NAD 83(1986)-  41 12 44.27217(N)    081 21 17.31879(W) AD(       ) 2
 MB2625  NAD 27      -  41 12 44.06839(N)    081 21 17.93558(W) AD(       ) 2
 MB2625  NGVD 29 (07/19/86)  336.     (m)         1102.     (f) VERT ANG       
 MB2625
 MB2625.Superseded values are not recommended for survey control.
 MB2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2625.See file dsdata.txt to determine how the superseded data were derived.
 MB2625
 MB2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7025662385(NAD 83)
 MB2625_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2625+STABILITY: SURFACE MOTION
 MB2625
 MB2625  HISTORY     - Date     Condition        Report By
 MB2625  HISTORY     - 1977     MONUMENTED       OH-133
 MB2625
 MB2625                          STATION DESCRIPTION
 MB2625
 MB2625'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2625'THE STATION IS ABOUT 5-1/4 MILES SOUTHEAST OF HUDSON, 4
 MB2625'MILES NORTH OF KENT, 2 MILES SOUTHWEST OF STREETSBORO,
 MB2625'AND ON THE RIGHT-OF-WAY OF FERGUSON ROAD, COUNTY HIGHWAY 156.
 MB2625'
 MB2625'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2625'AND 43 IN STREETSBORO, GO SOUTH ON STATE ROUTE 43 FOR 1.9
 MB2625'MILES TO THE INTERSECTION OF KENNEDY ROAD.  TURN RIGHT ON
 MB2625'KENNEDY ROAD AND GO WEST FOR 0.7 MILE TO THE T-INTERSECTION
 MB2625'OF FERGUSON ROAD.  TURN LEFT ON FERGUSON ROAD AND GO 100 FEET
 MB2625'TO THE STATION ON THE RIGHT.
 MB2625'
 MB2625'STATION MARK, STAMPED---94-084-1 1977---, IS A PORTAGE COUNTY
 MB2625'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2625'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 116.8 FEET
 MB2625'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, ADDRESS NUMBER
 MB2625'8130, 100 FEET SOUTH OF THE CENTERLINE OF KENNEDY ROAD, 57.4
 MB2625'FEET SOUTH OF A 30-INCH OAK TREE, 51.3 FEET NORTHWEST OF A
 MB2625'24-INCH BUCKEYE TREE, 15.2 FEET SOUTH OF THE CENTER OF A
 MB2625'PRIVATE DRIVE, 14.7 FEET WEST OF THE CENTERLINE OF FERGUSON
 MB2625'ROAD, AND 6.5 FEET EAST OF TELEPHONE AND POWER POLE NUMBER
 MB2625'82/31.
 MB2625'
 MB2625'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2625'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2625'STATION 94 086 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2625'
 MB2625'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2638 ***********************************************************************
 MB2638  DESIGNATION -  94 086 1 P CO
 MB2638  PID         -  MB2638
 MB2638  STATE/COUNTY-  OH/PORTAGE
 MB2638  USGS QUAD   -  KENT (1994)
 MB2638
 MB2638                         *CURRENT SURVEY CONTROL
 MB2638  ___________________________________________________________________
 MB2638* NAD 83(1995)-  41 12 44.86704(N)    081 20 45.77878(W)     ADJUSTED  
 MB2638* NAVD 88     -       346.4    (meters)    1136.     (feet)  VERTCON   
 MB2638  ___________________________________________________________________
 MB2638  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 MB2638  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2638
 MB2638  HORZ ORDER  -  SECOND
 MB2638
 MB2638.The horizontal coordinates were established by classical geodetic methods
 MB2638.and adjusted by the National Geodetic Survey in April 1998..
 MB2638
 MB2638.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2638
 MB2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2638
 MB2638.The geoid height was determined by GEOID03.
 MB2638
 MB2638;                    North         East     Units Scale Factor Converg.
 MB2638;SPC OH N     -   172,295.139   696,766.987   MT  0.99994232   +0 45 29.1
 MB2638;UTM  17      - 4,562,400.633   470,990.326   MT  0.99961036   -0 13 40.8
 MB2638
 MB2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2638!SPC OH N     -   0.99995094  x   0.99994232  =   0.99989326
 MB2638!UTM  17      -   0.99995094  x   0.99961036  =   0.99956132
 MB2638
 MB2638|---------------------------------------------------------------------|
 MB2638| PID    Reference Object                     Distance      Geod. Az  |
 MB2638|                                                           dddmmss.s |
 MB2638| MB2614 94 086 2 P CO                       254.981 METERS 09402     |
 MB2638| MB2625 94 084 1 P CO                       APPROX. 0.7 KM 2683301.8 |
 MB2638|---------------------------------------------------------------------|
 MB2638
 MB2638                          SUPERSEDED SURVEY CONTROL
 MB2638
 MB2638  NAD 83(1986)-  41 12 44.87590(N)    081 20 45.78031(W) AD(       ) 2
 MB2638  NAD 27      -  41 12 44.67224(N)    081 20 46.39814(W) AD(       ) 2
 MB2638  NGVD 29 (07/19/86)  346.6    (m)         1137.     (f) VERT ANG       
 MB2638
 MB2638.Superseded values are not recommended for survey control.
 MB2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2638.See file dsdata.txt to determine how the superseded data were derived.
 MB2638
 MB2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7099062401(NAD 83)
 MB2638_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2638+STABILITY: SURFACE MOTION
 MB2638
 MB2638  HISTORY     - Date     Condition        Report By
 MB2638  HISTORY     - 1977     MONUMENTED       OH-133
 MB2638
 MB2638                          STATION DESCRIPTION
 MB2638
 MB2638'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2638'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF SHALERSVILLE,
 MB2638'4-1/4 MILES NORTH OF KENT, 1-3/4 MILES SOUTH OF STREETSBORO,
 MB2638'AND ON THE RIGHT-OF-WAY OF KENNEDY ROAD.
 MB2638'
 MB2638'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2638'AND 43 IN STREETSBORO, GO SOUTH ON STATE ROUTE 43 FOR 1.9
 MB2638'MILES TO THE INTERSECTION OF KENNEDY ROAD.  TURN RIGHT ON
 MB2638'KENNEDY ROAD AND GO WEST FOR 0.1 MILE TO AZIMUTH MARK
 MB2638'94 086 2 P CO ON THE LEFT.  CONTINUE WEST ON KENNEDY ROAD FOR
 MB2638'0.15 MILE TO THE STATION ON THE RIGHT.  CONTINUE WEST ON KENNEDY
 MB2638'ROAD FOR 0.45 MILE TO THE T-INTERSECTION OF FERGUSON ROAD.
 MB2638'TURN LEFT ON FERGUSON ROAD AND GO SOUTH FOR 100 FEET TO
 MB2638'AZIMUTH MARK 94 084 1 P CO ON THE RIGHT.
 MB2638'
 MB2638'STATION MARKS, STAMPED---94-086-1 1977---, ARE PORTAGE COUNTY
 MB2638'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2638'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2638'SURFACE.  IT IS 143 FEET NORTHEAST OF TELEPHONE AND POWER
 MB2638'POLE NUMBER 163/9, 84.1 FEET EAST OF A PROPERTY PIN, 81.0
 MB2638'FEET NORTHWEST OF TELEPHONE AND POWER POLE NUMBER 163/8, AND
 MB2638'16.5 FEET NORTH OF THE CENTERLINE OF KENNEDY ROAD.  THE
 MB2638'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 MB2638'42 INCHES BELOW THE GROUND SURFACE.
 MB2638'
 MB2638'AZIMUTH MARK 94 086 2 P CO, STAMPED---94-086-2 1977---, IS A
 MB2638'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2638'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2638'SURFACE.  IT IS 142.8 FEET NORTHEAST OF AN ATTACHED GARAGE TO
 MB2638'A HOUSE, ADDRESS NUMBER 1418, 72.2 FEET SOUTHWEST OF A 16-INCH
 MB2638'MAPLE TREE, 59.3 FEET WEST OF TELEPHONE AND POWER POLE
 MB2638'NUMBER 163/4, 58.5 FEET SOUTH OF POWER POLE NUMBER 163/4C,
 MB2638'AND 19.2 FEET SOUTH OF THE CENTERLINE OF KENNEDY ROAD.
 MB2638'
 MB2638'AZIMUTH MARK 94 084 1 P CO, STAMPED---94-084-1 1977---, IS A
 MB2638'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2638'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2638'SURFACE.  IT IS 116.8 FEET WEST-NORTHWEST OF THE NORTHWEST
 MB2638'CORNER OF A HOUSE, ADDRESS NUMBER 8130, 100 FEET SOUTH OF THE
 MB2638'CENTERLINE OF KENNEDY ROAD, 57.4 FEET SOUTH OF A 30-INCH
 MB2638'OAK TREE, 51.3 FEET NORTHWEST OF A 24-INCH BUCKEYE TREE, 15.2
 MB2638'FEET SOUTH OF THE CENTER OF A PRIVATE DRIVE, 14.7 FEET WEST
 MB2638'OF THE CENTERLINE OF FERGUSON ROAD, AND 6.5 FEET EAST OF
 MB2638'TELEPHONE AND POWER POLE NUMBER 82/31.
 MB2638'
 MB2638'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2638'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2638'
 MB2638'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2614 ***********************************************************************
 MB2614  DESIGNATION -  94 086 2 P CO
 MB2614  PID         -  MB2614
 MB2614  STATE/COUNTY-  OH/PORTAGE
 MB2614  USGS QUAD   -  KENT (1994)
 MB2614
 MB2614                         *CURRENT SURVEY CONTROL
 MB2614  ___________________________________________________________________
 MB2614* NAD 83(1995)-  41 12 44.28651(N)    081 20 34.86040(W)     ADJUSTED  
 MB2614* NAVD 88     -       348.     (meters)    1142.     (feet)  VERTCON   
 MB2614  ___________________________________________________________________
 MB2614  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 MB2614  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB2614
 MB2614  HORZ ORDER  -  SECOND
 MB2614
 MB2614.The horizontal coordinates were established by classical geodetic methods
 MB2614.and adjusted by the National Geodetic Survey in April 1998..
 MB2614
 MB2614.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2614
 MB2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2614
 MB2614.The geoid height was determined by GEOID03.
 MB2614
 MB2614;                    North         East     Units Scale Factor Converg.
 MB2614;SPC OH N     -   172,280.602   697,021.539   MT  0.99994232   +0 45 36.3
 MB2614;UTM  17      - 4,562,381.724   471,244.505   MT  0.99961018   -0 13 33.6
 MB2614
 MB2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2614!SPC OH N     -   0.99995072  x   0.99994232  =   0.99989304
 MB2614!UTM  17      -   0.99995072  x   0.99961018  =   0.99956092
 MB2614
 MB2614                          SUPERSEDED SURVEY CONTROL
 MB2614
 MB2614  NAD 83(1986)-  41 12 44.29533(N)    081 20 34.86194(W) AD(       ) 2
 MB2614  NAD 27      -  41 12 44.09170(N)    081 20 35.48011(W) AD(       ) 2
 MB2614  NGVD 29 (07/19/86)  348.     (m)         1142.     (f) VERT ANG       
 MB2614
 MB2614.Superseded values are not recommended for survey control.
 MB2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2614.See file dsdata.txt to determine how the superseded data were derived.
 MB2614
 MB2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7124562382(NAD 83)
 MB2614_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2614+STABILITY: SURFACE MOTION
 MB2614
 MB2614  HISTORY     - Date     Condition        Report By
 MB2614  HISTORY     - 1977     MONUMENTED       OH-133
 MB2614
 MB2614                          STATION DESCRIPTION
 MB2614
 MB2614'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2614'THE STATION IS ABOUT 6 MILES SOUTHEAST OF HUDSON, 4 MILES
 MB2614'NORTH OF KENT, 2 MILES SOUTH OF STREETSBORO, AND ON THE
 MB2614'RIGHT-OF-WAY OF KENNEDY ROAD.
 MB2614'
 MB2614'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2614'AND 43 IN STREETSBORO, GO SOUTH ON STATE ROUTE 43 FOR 1.9
 MB2614'MILES TO THE INTERSECTION OF KENNEDY ROAD.  TURN RIGHT ON
 MB2614'KENNEDY ROAD AND GO WEST FOR 0.1 MILE TO THE STATION ON THE
 MB2614'LEFT.
 MB2614'
 MB2614'STATION MARK, STAMPED---94-086-2 1977---, IS A PORTAGE COUNTY
 MB2614'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2614'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 142.8 FEET
 MB2614'NORTHEAST OF AN ATTACHED GARAGE TO A HOUSE, ADDRESS NUMBER 1418,
 MB2614'72.2 FEET SOUTHWEST OF A 16-INCH MAPLE TREE, 59.3 FEET WEST
 MB2614'OF TELEPHONE AND POWER POLE NUMBER 163/4, 58.5 FEET SOUTH OF
 MB2614'POWER POLE NUMBER 163/4C, AND 19.2 FEET SOUTH OF THE
 MB2614'CENTERLINE OF KENNEDY ROAD.
 MB2614'
 MB2614'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2614'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2614'STATION 94 086 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2614'
 MB2614'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2760 ***********************************************************************
 MB2760  DESIGNATION -  94 091 1 P CO
 MB2760  PID         -  MB2760
 MB2760  STATE/COUNTY-  OH/PORTAGE
 MB2760  USGS QUAD   -  HUDSON (1984)
 MB2760
 MB2760                         *CURRENT SURVEY CONTROL
 MB2760  ___________________________________________________________________
 MB2760* NAD 83(1995)-  41 12 10.31585(N)    081 23 00.20437(W)     ADJUSTED  
 MB2760* NAVD 88     -       329.8    (meters)    1082.     (feet)  VERTCON   
 MB2760  ___________________________________________________________________
 MB2760  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 MB2760  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2760
 MB2760  HORZ ORDER  -  SECOND
 MB2760
 MB2760.The horizontal coordinates were established by classical geodetic methods
 MB2760.and adjusted by the National Geodetic Survey in April 1998..
 MB2760
 MB2760.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2760
 MB2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2760
 MB2760.The geoid height was determined by GEOID03.
 MB2760
 MB2760;                    North         East     Units Scale Factor Converg.
 MB2760;SPC OH N     -   171,188.644   693,649.543   MT  0.99994191   +0 44 00.8
 MB2760;UTM  17      - 4,561,348.301   467,855.338   MT  0.99961272   -0 15 09.2
 MB2760
 MB2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2760!SPC OH N     -   0.99995354  x   0.99994191  =   0.99989545
 MB2760!UTM  17      -   0.99995354  x   0.99961272  =   0.99956628
 MB2760
 MB2760:                Primary Azimuth Mark                     Grid Az
 MB2760:SPC OH N     -  KENT KSU RAD STA WKSU MAST               146 02 14.3
 MB2760:UTM  17      -  KENT KSU RAD STA WKSU MAST               147 01 24.3
 MB2760
 MB2760|---------------------------------------------------------------------|
 MB2760| PID    Reference Object                     Distance      Geod. Az  |
 MB2760|                                                           dddmmss.s |
 MB2760| MB2610 KENT KSU RAD STA WKSU MAST          APPROX. 6.9 KM 1464615.1 |
 MB2760| MB2743 93 081 3 P CO                       APPROX. 0.5 KM 2693525.5 |
 MB2760|---------------------------------------------------------------------|
 MB2760
 MB2760                          SUPERSEDED SURVEY CONTROL
 MB2760
 MB2760  NAD 83(1986)-  41 12 10.32519(N)    081 23 00.20611(W) AD(       ) 2
 MB2760  NAD 27      -  41 12 10.12065(N)    081 23 00.81936(W) AD(       ) 2
 MB2760  NGVD 29 (07/19/86)  330.0    (m)         1083.     (f) VERT ANG       
 MB2760
 MB2760.Superseded values are not recommended for survey control.
 MB2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2760.See file dsdata.txt to determine how the superseded data were derived.
 MB2760
 MB2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6785561348(NAD 83)
 MB2760_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2760+STABILITY: SURFACE MOTION
 MB2760
 MB2760  HISTORY     - Date     Condition        Report By
 MB2760  HISTORY     - 1977     MONUMENTED       OH-133
 MB2760
 MB2760                          STATION DESCRIPTION
 MB2760
 MB2760'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2760'THE STATION IS ABOUT 4 MILES SOUTHEAST OF HUDSON, 3-3/4
 MB2760'MILES NORTHWEST OF KENT, 3-3/4 MILES SOUTHWEST OF
 MB2760'STREETSBORO, AND ON THE RIGHT-OF-WAY OF CACKLER ROAD, TOWNSHIP
 MB2760'HIGHWAY 144.
 MB2760'
 MB2760'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2760'AND 43 IN STREETSBORO, GO SOUTH ON STATE ROUTE 43 FOR 0.2 MILE
 MB2760'TO THE INTERSECTION OF SEASONS ROAD.  TURN RIGHT AND GO
 MB2760'SOUTHWEST ON SEASONS ROAD FOR 3.15 MILES TO THE INTERSECTION OF
 MB2760'CACKLER ROAD.  TURN RIGHT AND GO WEST FOR 0.25 MILE TO THE
 MB2760'STATION ON THE RIGHT.
 MB2760'
 MB2760'STATION MARKS, STAMPED---94-091-1 1977---, ARE PORTAGE COUNTY
 MB2760'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2760'CYLINDRICAL CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND
 MB2760'SURFACE.  IT IS 157.0 FEET EAST OF TELEPHONE AND POWER
 MB2760'POLE NUMBER 112/8, 105.3 FEET WEST OF TELEPHONE AND
 MB2760'POWER POLE NUMBER 112/7, 69.8 FEET NORTHEAST OF A 12-INCH
 MB2760'WALNUT TREE, AND 10.6 FEET NORTH OF THE CENTERLINE OF
 MB2760'CACKLER ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MB2760'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2760'
 MB2760'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2760'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2760'STATION 93 081 3 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2760'
 MB2760'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2745 ***********************************************************************
 MB2745  DESIGNATION -  94 091 2 P CO
 MB2745  PID         -  MB2745
 MB2745  STATE/COUNTY-  OH/PORTAGE
 MB2745  USGS QUAD   -  HUDSON (1984)
 MB2745
 MB2745                         *CURRENT SURVEY CONTROL
 MB2745  ___________________________________________________________________
 MB2745* NAD 83(1995)-  41 12 12.78057(N)    081 23 31.02421(W)     ADJUSTED  
 MB2745* NAVD 88     -       334.8    (meters)    1098.     (feet)  VERTCON   
 MB2745  ___________________________________________________________________
 MB2745  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 MB2745  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB2745
 MB2745  HORZ ORDER  -  SECOND
 MB2745
 MB2745.The horizontal coordinates were established by classical geodetic methods
 MB2745.and adjusted by the National Geodetic Survey in April 1998..
 MB2745
 MB2745.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2745
 MB2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2745
 MB2745.The geoid height was determined by GEOID03.
 MB2745
 MB2745;                    North         East     Units Scale Factor Converg.
 MB2745;SPC OH N     -   171,255.511   692,930.604   MT  0.99994194   +0 43 40.6
 MB2745;UTM  17      - 4,561,427.505   467,137.892   MT  0.99961329   -0 15 29.5
 MB2745
 MB2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2745!SPC OH N     -   0.99995276  x   0.99994194  =   0.99989470
 MB2745!UTM  17      -   0.99995276  x   0.99961329  =   0.99956606
 MB2745
 MB2745|---------------------------------------------------------------------|
 MB2745| PID    Reference Object                     Distance      Geod. Az  |
 MB2745|                                                           dddmmss.s |
 MB2745| MB2743 93 081 3 P CO                       210.458 METERS 11217     |
 MB2745| MB2746 93 081 1 P CO                        78.872 METERS 19257     |
 MB2745|---------------------------------------------------------------------|
 MB2745
 MB2745                          SUPERSEDED SURVEY CONTROL
 MB2745
 MB2745  NAD 83(1986)-  41 12 12.79003(N)    081 23 31.02594(W) AD(       ) 2
 MB2745  NAD 27      -  41 12 12.58538(N)    081 23 31.63821(W) AD(       ) 2
 MB2745  NGVD 29 (07/19/86)  335.0    (m)         1099.     (f) VERT ANG       
 MB2745
 MB2745.Superseded values are not recommended for survey control.
 MB2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2745.See file dsdata.txt to determine how the superseded data were derived.
 MB2745
 MB2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6713861428(NAD 83)
 MB2745_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2745+STABILITY: SURFACE MOTION
 MB2745
 MB2745  HISTORY     - Date     Condition        Report By
 MB2745  HISTORY     - 1977     MONUMENTED       OH-133
 MB2745
 MB2745                          STATION DESCRIPTION
 MB2745
 MB2745'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2745'THE STATION IS ABOUT 4 MILES SOUTHEAST OF HUDSON, 3-3/4
 MB2745'MILES NORTHWEST OF KENT, 3-3/4 MILES SOUTHWEST OF
 MB2745'STREETSBORO, AND ON THE RIGHT-OF-WAY OF CACKLER ROAD, TOWNSHIP
 MB2745'HIGHWAY 144.
 MB2745'
 MB2745'TO REACH THE STATION FROM STREETSBORO AT THE INTERSECTION OF
 MB2745'STATE ROUTES 14 AND 43, GO SOUTH ON STATE ROUTE 43 FOR 0.2
 MB2745'MILE TO THE INTERSECTION OF SEASONS ROAD.  TURN RIGHT AND GO
 MB2745'SOUTHWEST ON SEASONS ROAD FOR 3.15 MILES TO THE INTERSECTION OF
 MB2745'CACKLER ROAD.  TURN RIGHT AND GO WEST ON CACKLER ROAD FOR 0.7
 MB2745'MILE TO THE STATION ON THE RIGHT.  CONTINUE WEST ON CACKLER
 MB2745'ROAD FOR 100 FEET TO THE WEST PORTAGE COUNTYLINE
 MB2745'AND AZIMUTH MARK 93 081 1 P CO ABOUT 260 FEET SOUTH OF
 MB2745'CACKLER ROAD.
 MB2745'
 MB2745'STATION MARK, STAMPED---94-091-2 1977---, IS A PORTAGE COUNTY
 MB2745'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2745'POST THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2745'129.0 FEET NORTHWEST OF THE NORTHEAST CORNER OF A HOUSE,
 MB2745'ADDRESS NUMBER 62, 125.1 FEET NORTHEAST OF THE NORTHWEST CORNER
 MB2745'OF THE SAME HOUSE, 34.3 FEET NORTHWEST OF TELEPHONE AND POWER
 MB2745'POLE NUMBER SB 1988, AND 12.6 FEET NORTH OF THE CENTERLINE
 MB2745'OF CACKLER ROAD.
 MB2745'
 MB2745'REFERENCE MARK 93 081 1 P CO IS A 12-INCH SQUARE
 MB2745'STONE WITH A PYRAMID TOP AND PROJECTS 18 INCHES ABOVE
 MB2745'THE GROUND SURFACE.  THE STONE IS ENGRAVED WITH C.L. ON THE
 MB2745'NORTH SIDE AND 1876 ON THE SOUTH SIDE.
 MB2745'IT IS LOCATED ON A TREE LINE 258.55 FEET SOUTH OF THE
 MB2745'CENTERLINE OF CACKLER ROAD, 32.88 FEET SOUTH OF A BRIDGE SPIKE
 MB2745'IN A 10-INCH MAPLE TREE, 31.17 FEET EAST OF A BRIDGE
 MB2745'SPIKE IN A 36-INCH OAK TREE, AND 7.31 FEET NORTH OF A
 MB2745'P.K. NAIL IN A 5-INCH IRONWOOD TREE.
 MB2745'
 MB2745'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2745'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2745'STATION 93 081 3 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2745'
 MB2745'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0238 ***********************************************************************
 MC0238  DESIGNATION -  940
 MC0238  PID         -  MC0238
 MC0238  STATE/COUNTY-  OH/SENECA
 MC0238  USGS QUAD   -  ATTICA (1972)
 MC0238
 MC0238                         *CURRENT SURVEY CONTROL
 MC0238  ___________________________________________________________________
 MC0238* NAD 83(1986)-  41 05 59.     (N)    082 57 27.     (W)     SCALED    
 MC0238* NAVD 88     -       286.164  (meters)     938.86   (feet)  ADJUSTED  
 MC0238  ___________________________________________________________________
 MC0238  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 MC0238  DYNAMIC HT  -         286.032 (meters)     938.42  (feet)  COMP
 MC0238  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 MC0238
 MC0238  VERT ORDER  -  FIRST     CLASS I
 MC0238
 MC0238.The horizontal coordinates were scaled from a topographic map and have
 MC0238.an estimated accuracy of +/- 6 seconds.
 MC0238
 MC0238.The orthometric height was determined by differential leveling
 MC0238.and adjusted by the National Geodetic Survey in June 1991..
 MC0238
 MC0238.The geoid height was determined by GEOID03.
 MC0238
 MC0238.The dynamic height is computed by dividing the NAVD 88
 MC0238.geopotential number by the normal gravity value computed on the
 MC0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0238.degrees latitude (g = 980.6199 gals.).
 MC0238
 MC0238.The modeled gravity was interpolated from observed gravity values.
 MC0238
 MC0238;                    North         East    Units  Estimated Accuracy
 MC0238;SPC OH N     -   159,240.      561,570.      MT  (+/- 180 meters Scaled)
 MC0238
 MC0238                          SUPERSEDED SURVEY CONTROL
 MC0238
 MC0238  NGVD 29 (01/19/93)  286.330  (m)          939.40   (f) ADJUSTED    1 1
 MC0238
 MC0238.Superseded values are not recommended for survey control.
 MC0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0238.See file dsdata.txt to determine how the superseded data were derived.
 MC0238
 MC0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF356516(NAD 83)
 MC0238_MARKER: P = PIPE CAP
 MC0238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MC0238_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MC0238_STAMPING: 940 OHIO
 MC0238_MARK LOGO: USGS  
 MC0238_MAGNETIC: P = MARKER IS A STEEL PIPE
 MC0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0238+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0238
 MC0238  HISTORY     - Date     Condition        Report By
 MC0238  HISTORY     - UNK      MONUMENTED       USGS
 MC0238  HISTORY     - 1968     GOOD             NGS
 MC0238  HISTORY     - 19921023 GOOD             NGS
 MC0238
 MC0238                          STATION DESCRIPTION
 MC0238
 MC0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0238'3.7 MI E FROM REPUBLIC.
 MC0238'ABOUT 3.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0238'THE CROSSING OF STATE HIGHWAY 67 AT REPUBLIC, AT MILEPOLE 12-22,
 MC0238'AT THE ABANDONED SENECA COUNTY SIDING, 50 FEET NORTHEAST OF THE
 MC0238'CENTER OF THE CROSSING OF COUNTY ROAD NO. 23 AND THE WEST BOUND
 MC0238'TRACK, 46.4 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND
 MC0238'TRACK, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 12 1/2 FEET
 MC0238'NORTHEAST OF THE EAST END OF A 12-INCH PIPE CULVERT UNDER THE
 MC0238'ROAD, 9 1/2 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE
 MC0238'LEADING EAST, 0.6 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 MC0238'LEVEL WITH THE TRACK, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 MC0238'AND A CAP ON THE TOP OF A PIPE PROJECTING 2 INCHES ABOVE THE
 MC0238'LEVEL OF THE GROUND.
 MC0238
 MC0238                          STATION RECOVERY (1992)
 MC0238
 MC0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0238'19.7 KM (12.25 MI) EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM
 MC0238'THE JUNCTION OF STATE HIGHWAY 53 IN TIFFIN, 14.0 M (45.9 FT) NORTH OF
 MC0238'THE NEAR RAIL, 6.9 M (22.6 FT) EAST OF THE CENTER OF COUNTY ROAD 23,
 MC0238'2.8 M (9.2 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, AND 0.9 M
 MC0238'(3.0 FT) NORTH OF A WITNESS POST.  NOTE--THE DISK IS AFFIXED TO A
 MC0238'4-INCH METAL PIPE AND PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND
 MC0238'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0002 ***********************************************************************
 LA0002  DESIGNATION -  942
 LA0002  PID         -  LA0002
 LA0002  STATE/COUNTY-  OH/ALLEN
 LA0002  USGS QUAD   -  LIMA (1983)
 LA0002
 LA0002                         *CURRENT SURVEY CONTROL
 LA0002  ___________________________________________________________________
 LA0002* NAD 83(1986)-  40 43 08.     (N)    084 01 39.     (W)     SCALED    
 LA0002* NAVD 88     -       286.693  (meters)     940.59   (feet)  ADJUSTED  
 LA0002  ___________________________________________________________________
 LA0002  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 LA0002  DYNAMIC HT  -         286.550 (meters)     940.12  (feet)  COMP
 LA0002  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 LA0002
 LA0002  VERT ORDER  -  SECOND    CLASS 0
 LA0002
 LA0002.The horizontal coordinates were scaled from a topographic map and have
 LA0002.an estimated accuracy of +/- 6 seconds.
 LA0002
 LA0002.The orthometric height was determined by differential leveling
 LA0002.and adjusted by the National Geodetic Survey in June 1991..
 LA0002.WARNING-Repeat measurements at this control monument indicate possible
 LA0002.vertical movement.
 LA0002
 LA0002.The geoid height was determined by GEOID03.
 LA0002
 LA0002.The dynamic height is computed by dividing the NAVD 88
 LA0002.geopotential number by the normal gravity value computed on the
 LA0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0002.degrees latitude (g = 980.6199 gals.).
 LA0002
 LA0002.The modeled gravity was interpolated from observed gravity values.
 LA0002
 LA0002;                    North         East    Units  Estimated Accuracy
 LA0002;SPC OH N     -   117,980.      470,950.      MT  (+/- 180 meters Scaled)
 LA0002
 LA0002                          SUPERSEDED SURVEY CONTROL
 LA0002
 LA0002  NGVD 29 (??/??/92)  286.865  (m)          941.16   (f) ADJ UNCH    2 0
 LA0002
 LA0002.Superseded values are not recommended for survey control.
 LA0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0002.See file dsdata.txt to determine how the superseded data were derived.
 LA0002
 LA0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL510118(NAD 83)
 LA0002_MARKER: DD = SURVEY DISK
 LA0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0002_SP_SET: ABUTMENT
 LA0002_STAMPING: 942 COL
 LA0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0002
 LA0002  HISTORY     - Date     Condition        Report By
 LA0002  HISTORY     - UNK      MONUMENTED       USGS
 LA0002  HISTORY     - 1960     GOOD             NGS
 LA0002  HISTORY     - 1964     GOOD             NGS
 LA0002  HISTORY     - 1987     POOR             USPSQD
 LA0002
 LA0002                          STATION DESCRIPTION
 LA0002
 LA0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LA0002'4.2 MI E FROM LIMA.
 LA0002'ABOUT 4.25 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION
 LA0002'AT LIMA, AT THE CROSSING OF PERRY CHAPEL ROAD, 0.2 MILE EAST OF
 LA0002'MILEPOST M 48, 10 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 LA0002'TRACK, 49 FEET EAST OF THE CENTER LINE OF ROAD, IN TOP OF STONE
 LA0002'MASONRY PART OF NORTH END OF WEST STONE MASONRY AND CONCRETE
 LA0002'ABUTMENT OF BRIDGE NO. 47+80 UNDER THE NORTH TRACK AND OVER A
 LA0002'CREEK BRANCH (THIS IS THE NORTH ONE OF TWO BRIDGES OVER THE SAME
 LA0002'CREEK BRANCH), 1/2 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF NORTH
 LA0002'END STONE OF TOP LAYER OF STONE MASONRY.
 LA0002
 LA0002                          STATION RECOVERY (1964)
 LA0002
 LA0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LA0002'RECOVERED IN GOOD CONDITION.
 LA0002
 LA0002                          STATION RECOVERY (1987)
 LA0002
 LA0002'RECOVERY NOTE BY US POWER SQUADRON 1987 (PMB)
 LA0002'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1789 ***********************************************************************
 MB1789  DESIGNATION -  943
 MB1789  PID         -  MB1789
 MB1789  STATE/COUNTY-  OH/CUYAHOGA
 MB1789  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1789
 MB1789                         *CURRENT SURVEY CONTROL
 MB1789  ___________________________________________________________________
 MB1789* NAD 83(1986)-  41 29 14.     (N)    081 40 25.     (W)     SCALED    
 MB1789* NAVD 88     -       187.067  (meters)     613.74   (feet)  ADJUSTED  
 MB1789  ___________________________________________________________________
 MB1789  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 MB1789  DYNAMIC HT  -         186.993 (meters)     613.49  (feet)  COMP
 MB1789  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 MB1789
 MB1789  VERT ORDER  -  FIRST     CLASS II
 MB1789
 MB1789.The horizontal coordinates were scaled from a topographic map and have
 MB1789.an estimated accuracy of +/- 6 seconds.
 MB1789
 MB1789.The orthometric height was determined by differential leveling
 MB1789.and adjusted by the National Geodetic Survey in June 1991..
 MB1789
 MB1789.The geoid height was determined by GEOID03.
 MB1789
 MB1789.The dynamic height is computed by dividing the NAVD 88
 MB1789.geopotential number by the normal gravity value computed on the
 MB1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1789.degrees latitude (g = 980.6199 gals.).
 MB1789
 MB1789.The modeled gravity was interpolated from observed gravity values.
 MB1789
 MB1789;                    North         East    Units  Estimated Accuracy
 MB1789;SPC OH N     -   202,500.      669,010.      MT  (+/- 180 meters Scaled)
 MB1789
 MB1789                          SUPERSEDED SURVEY CONTROL
 MB1789
 MB1789  NGVD 29 (06/03/92)  187.297  (m)          614.49   (f) ADJUSTED    1 2
 MB1789
 MB1789.Superseded values are not recommended for survey control.
 MB1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1789.See file dsdata.txt to determine how the superseded data were derived.
 MB1789
 MB1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF437930(NAD 83)
 MB1789_MARKER: DD = SURVEY DISK
 MB1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1789_SP_SET: CONCRETE POST
 MB1789_STAMPING: 943
 MB1789_MARK LOGO: CRGS  
 MB1789_PROJECTION: RECESSED 5 CENTIMETERS
 MB1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1789+STABILITY: SURFACE MOTION
 MB1789
 MB1789  HISTORY     - Date     Condition        Report By
 MB1789  HISTORY     - 1939     MONUMENTED       CRGS
 MB1789  HISTORY     - 1983     GOOD             NGS
 MB1789  HISTORY     - 19940605 MARK NOT FOUND   USPSQD
 MB1789  HISTORY     - 19950611 GOOD             USPSQD
 MB1789
 MB1789                          STATION DESCRIPTION
 MB1789
 MB1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1789'IN CLEVELAND.
 MB1789'IN CLEVELAND, ALONG BROADWAY AVENUE, AT THE ENTRANCE TO U.S. STEEL
 MB1789'CENTRAL FURNACE AT 2650 BROADWAY AVENUE, IN THE SIDEWALK, IN TOP OF A
 MB1789'CONCRETE POST AND PROTECTED BY A 9-INCH CAST IRON BOX WITH COVER,
 MB1789'7.92 METERS (26.0 FT) WEST OF THE CENTERLINE OF BROADWAY AVENUE,
 MB1789'30.17 METERS (99.0 FT) NORTH OF U.S. STEEL ENTRANCE, 7.47 METERS
 MB1789'(24.5 FT) NORTH OF UTILITY POLE 332299.  NOTE--BROADWAY AVENUE IS NOT
 MB1789'STATE HIGHWAY 14 AT THIS LOCATION.
 MB1789
 MB1789                          STATION RECOVERY (1994)
 MB1789
 MB1789'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1789'MARK NOT FOUND.
 MB1789
 MB1789                          STATION RECOVERY (1995)
 MB1789
 MB1789'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1450 ***********************************************************************
 KY1450  DESIGNATION -  943
 KY1450  PID         -  KY1450
 KY1450  STATE/COUNTY-  OH/HARRISON
 KY1450  USGS QUAD   -  BOWERSTON (1994)
 KY1450
 KY1450                         *CURRENT SURVEY CONTROL
 KY1450  ___________________________________________________________________
 KY1450* NAD 83(1986)-  40 25 39.     (N)    081 11 14.     (W)     SCALED    
 KY1450* NAVD 88     -       287.662  (meters)     943.77   (feet)  ADJUSTED  
 KY1450  ___________________________________________________________________
 KY1450  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KY1450  DYNAMIC HT  -         287.513 (meters)     943.28  (feet)  COMP
 KY1450  MODELED GRAV-     980,101.4   (mgal)                       NAVD 88
 KY1450
 KY1450  VERT ORDER  -  SECOND    CLASS 0
 KY1450
 KY1450.The horizontal coordinates were scaled from a topographic map and have
 KY1450.an estimated accuracy of +/- 6 seconds.
 KY1450
 KY1450.The orthometric height was determined by differential leveling
 KY1450.and adjusted by the National Geodetic Survey in June 1991..
 KY1450
 KY1450.The geoid height was determined by GEOID03.
 KY1450
 KY1450.The dynamic height is computed by dividing the NAVD 88
 KY1450.geopotential number by the normal gravity value computed on the
 KY1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1450.degrees latitude (g = 980.6199 gals.).
 KY1450
 KY1450.The modeled gravity was interpolated from observed gravity values.
 KY1450
 KY1450;                    North         East    Units  Estimated Accuracy
 KY1450;SPC OH N     -    85,330.      711,400.      MT  (+/- 180 meters Scaled)
 KY1450
 KY1450                          SUPERSEDED SURVEY CONTROL
 KY1450
 KY1450  NGVD 29 (??/??/92)  287.855  (m)          944.40   (f) ADJ UNCH    2 0
 KY1450
 KY1450.Superseded values are not recommended for survey control.
 KY1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1450.See file dsdata.txt to determine how the superseded data were derived.
 KY1450
 KY1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME841752(NAD 83)
 KY1450_MARKER: DD = SURVEY DISK
 KY1450_SETTING: 0 = UNSPECIFIED SETTING
 KY1450_STAMPING: 943 STEUBENVILLE
 KY1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1450
 KY1450  HISTORY     - Date     Condition        Report By
 KY1450  HISTORY     - UNK      MONUMENTED       USGS
 KY1450  HISTORY     - 1934     GOOD             NGS
 KY1450
 KY1450                          STATION DESCRIPTION
 KY1450
 KY1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1450'AT BOWERSTON.
 KY1450'AT BOWERSTON, HARRISON COUNTY, ON THE PENNSYLVANIA RAILROAD, 200
 KY1450'YARDS WEST OF THE STATION, 37 YARDS SOUTHWEST OF THE CROSSING OF
 KY1450'THE CENTERLINE OF A GRAVEL ROAD, 1 YARD SOUTH OF THE SOUTH RAIL
 KY1450'OF THE SOUTH TRACK, 2 FEET NORTHWEST OF THE SOUTHEAST CORNER OF
 KY1450'THE EAST END OF THE SOUTH COPING, AND ABOUT 1 FOOT BELOW THE
 KY1450'TOP OF THE RAIL.  A UNITED GEOLOGICAL SURVEY STANDARD DISK,
 KY1450'STAMPED 943 STEUBENVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1654 ***********************************************************************
 KY1654  DESIGNATION -  943.39
 KY1654  PID         -  KY1654
 KY1654  STATE/COUNTY-  OH/STARK
 KY1654  USGS QUAD   -  MASSILLON (1994)
 KY1654
 KY1654                         *CURRENT SURVEY CONTROL
 KY1654  ___________________________________________________________________
 KY1654* NAD 83(1986)-  40 51 44.     (N)    081 34 30.     (W)     SCALED    
 KY1654* NAVD 88     -       287.321  (meters)     942.65   (feet)  ADJUSTED  
 KY1654  ___________________________________________________________________
 KY1654  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KY1654  DYNAMIC HT  -         287.193 (meters)     942.23  (feet)  COMP
 KY1654  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 KY1654
 KY1654  VERT ORDER  -  FIRST     CLASS I
 KY1654
 KY1654.The horizontal coordinates were scaled from a topographic map and have
 KY1654.an estimated accuracy of +/- 6 seconds.
 KY1654
 KY1654.The orthometric height was determined by differential leveling
 KY1654.and adjusted by the National Geodetic Survey in June 1991..
 KY1654
 KY1654.The geoid height was determined by GEOID03.
 KY1654
 KY1654.The dynamic height is computed by dividing the NAVD 88
 KY1654.geopotential number by the normal gravity value computed on the
 KY1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1654.degrees latitude (g = 980.6199 gals.).
 KY1654
 KY1654.The modeled gravity was interpolated from observed gravity values.
 KY1654
 KY1654;                    North         East    Units  Estimated Accuracy
 KY1654;SPC OH N     -   133,180.      677,980.      MT  (+/- 180 meters Scaled)
 KY1654
 KY1654                          SUPERSEDED SURVEY CONTROL
 KY1654
 KY1654  NGVD 29 (??/??/92)  287.516  (m)          943.29   (f) ADJ UNCH    1 1
 KY1654
 KY1654.Superseded values are not recommended for survey control.
 KY1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1654.See file dsdata.txt to determine how the superseded data were derived.
 KY1654
 KY1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF515236(NAD 83)
 KY1654_MARKER: DD = SURVEY DISK
 KY1654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1654_SP_SET: CULVERT
 KY1654_STAMPING: 943.39
 KY1654_MARK LOGO: OH-151
 KY1654_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1654
 KY1654  HISTORY     - Date     Condition        Report By
 KY1654  HISTORY     - 1967     MONUMENTED       OH-151
 KY1654  HISTORY     - 1967     GOOD             CGS
 KY1654  HISTORY     - 19930415 GOOD             OHDT
 KY1654
 KY1654                          STATION DESCRIPTION
 KY1654
 KY1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY1654'2.4 MI SE FROM CANAL FULTON.
 KY1654'ABOUT 2.3 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1654'FROM THE CROSSING OF STATE HIGHWAY 93 AT CANAL FULTON, THENCE
 KY1654'0.1 MILE NORTHEAST ALONG BUTTERBRIDGE ROAD, ABOUT 35 YARDS
 KY1654'NORTHEAST OF THE EAST CORNER OF A STEEL BRIDGE OVER THE TUSCARAWAS
 KY1654'RIVER, SET ON THE TOP AND ABOUT IN THE CENTER OF THE SOUTHEAST
 KY1654'HEAD WALL OF A 12-FOOT CONCRETE BOX CULVERT UNDER THE OHIO
 KY1654'CANAL, IN SECTION 23, R 10 W, T 1 N, 18 FEET SOUTHEAST OF
 KY1654'THE CENTER LINE OF THE ROAD AND 1 FOOT BELOW THE LEVEL OF THE
 KY1654'ROAD.
 KY1654
 KY1654                          STATION RECOVERY (1993)
 KY1654
 KY1654'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY1654'---------REPORT BY ODOT---------YEAR 1993--------CONDITION - GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1453 ***********************************************************************
 KY1453  DESIGNATION -  944
 KY1453  PID         -  KY1453
 KY1453  STATE/COUNTY-  OH/HARRISON
 KY1453  USGS QUAD   -  BOWERSTON (1994)
 KY1453
 KY1453                         *CURRENT SURVEY CONTROL
 KY1453  ___________________________________________________________________
 KY1453* NAD 83(1986)-  40 25 07.     (N)    081 08 50.     (W)     SCALED    
 KY1453* NAVD 88     -       289.345  (meters)     949.29   (feet)  ADJUSTED  
 KY1453  ___________________________________________________________________
 KY1453  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY1453  DYNAMIC HT  -         289.194 (meters)     948.80  (feet)  COMP
 KY1453  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 KY1453
 KY1453  VERT ORDER  -  SECOND    CLASS 0
 KY1453
 KY1453.The horizontal coordinates were scaled from a topographic map and have
 KY1453.an estimated accuracy of +/- 6 seconds.
 KY1453
 KY1453.The orthometric height was determined by differential leveling
 KY1453.and adjusted by the National Geodetic Survey in June 1991..
 KY1453
 KY1453.The geoid height was determined by GEOID03.
 KY1453
 KY1453.The dynamic height is computed by dividing the NAVD 88
 KY1453.geopotential number by the normal gravity value computed on the
 KY1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1453.degrees latitude (g = 980.6199 gals.).
 KY1453
 KY1453.The modeled gravity was interpolated from observed gravity values.
 KY1453
 KY1453;                    North         East    Units  Estimated Accuracy
 KY1453;SPC OH N     -    84,390.      714,810.      MT  (+/- 180 meters Scaled)
 KY1453
 KY1453                          SUPERSEDED SURVEY CONTROL
 KY1453
 KY1453  NGVD 29 (??/??/92)  289.536  (m)          949.92   (f) ADJ UNCH    2 0
 KY1453
 KY1453.Superseded values are not recommended for survey control.
 KY1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1453.See file dsdata.txt to determine how the superseded data were derived.
 KY1453
 KY1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME875742(NAD 83)
 KY1453_MARKER: B = BOLT
 KY1453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1453_SP_SET: BRIDGE COPING
 KY1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1453
 KY1453  HISTORY     - Date     Condition        Report By
 KY1453  HISTORY     - UNK      MONUMENTED       PRR
 KY1453  HISTORY     - 1934     GOOD             NGS
 KY1453
 KY1453                          STATION DESCRIPTION
 KY1453
 KY1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1453'AT CONOTTON.
 KY1453'AT CONOTTON, HARRISON COUNTY, ON THE PENNSYLVANIA RAILROAD, 120
 KY1453'YARDS WEST OF THE WEST END OF THE STATION, 17 YARDS EAST OF
 KY1453'SIGNAL 79.1, AT BRIDGE NO. 83, IN THE TOP OF THE NORTH COPING,
 KY1453'5 YARDS NORTH OF THE NORTH RAIL, 3.2 FEET WEST OF THE NORTHEAST
 KY1453'CORNER OF THE COPING, AND ABOUT 6 FEET BELOW THE TOP OF THE RAIL.
 KY1453'AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1456 ***********************************************************************
 KY1456  DESIGNATION -  947
 KY1456  PID         -  KY1456
 KY1456  STATE/COUNTY-  OH/HARRISON
 KY1456  USGS QUAD   -  BOWERSTON (1994)
 KY1456
 KY1456                         *CURRENT SURVEY CONTROL
 KY1456  ___________________________________________________________________
 KY1456* NAD 83(1986)-  40 25 00.     (N)    081 08 38.     (W)     SCALED    
 KY1456* NAVD 88     -       289.632  (meters)     950.23   (feet)  ADJUSTED  
 KY1456  ___________________________________________________________________
 KY1456  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY1456  DYNAMIC HT  -         289.482 (meters)     949.74  (feet)  COMP
 KY1456  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 KY1456
 KY1456  VERT ORDER  -  SECOND    CLASS 0
 KY1456
 KY1456.The horizontal coordinates were scaled from a topographic map and have
 KY1456.an estimated accuracy of +/- 6 seconds.
 KY1456
 KY1456.The orthometric height was determined by differential leveling
 KY1456.and adjusted by the National Geodetic Survey in June 1991..
 KY1456
 KY1456.The geoid height was determined by GEOID03.
 KY1456
 KY1456.The dynamic height is computed by dividing the NAVD 88
 KY1456.geopotential number by the normal gravity value computed on the
 KY1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1456.degrees latitude (g = 980.6199 gals.).
 KY1456
 KY1456.The modeled gravity was interpolated from observed gravity values.
 KY1456
 KY1456;                    North         East    Units  Estimated Accuracy
 KY1456;SPC OH N     -    84,180.      715,090.      MT  (+/- 180 meters Scaled)
 KY1456
 KY1456                          SUPERSEDED SURVEY CONTROL
 KY1456
 KY1456  NGVD 29 (??/??/92)  289.824  (m)          950.86   (f) ADJ UNCH    2 0
 KY1456
 KY1456.Superseded values are not recommended for survey control.
 KY1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1456.See file dsdata.txt to determine how the superseded data were derived.
 KY1456
 KY1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME877740(NAD 83)
 KY1456_MARKER: B = BOLT
 KY1456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1456_SP_SET: ABUTMENT
 KY1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1456
 KY1456  HISTORY     - Date     Condition        Report By
 KY1456  HISTORY     - UNK      MONUMENTED       PRR
 KY1456  HISTORY     - 1934     GOOD             NGS
 KY1456
 KY1456                          STATION DESCRIPTION
 KY1456
 KY1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1456'AT CONOTTON.
 KY1456'AT CONOTTON, HARRISON COUNTY, ON THE PENNSYLVANIA RAILROAD, 248
 KY1456'YARDS EAST OF THE SOUTHEAST CORNER OF THE STATION, IN THE TOP OF
 KY1456'THE NORTH STORM ABUTMENT, 5 YARDS NORTH OF THE NORTH RAIL OF THE
 KY1456'NORTH TRACK, 2 FEET WEST OF THE EAST END OF THE ABUTMENT, AND ABOUT
 KY1456'4 FEET BELOW THE TOP OF THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1126 ***********************************************************************
 JY1126  DESIGNATION -  947
 JY1126  PID         -  JY1126
 JY1126  STATE/COUNTY-  OH/CLARK
 JY1126  USGS QUAD   -  SPRINGFIELD (1981)
 JY1126
 JY1126                         *CURRENT SURVEY CONTROL
 JY1126  ___________________________________________________________________
 JY1126* NAD 83(1986)-  39 55 38.     (N)    083 48 28.     (W)     SCALED    
 JY1126* NAVD 88     -       288.313  (meters)     945.91   (feet)  ADJUSTED  
 JY1126  ___________________________________________________________________
 JY1126  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JY1126  DYNAMIC HT  -         288.152 (meters)     945.38  (feet)  COMP
 JY1126  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 JY1126
 JY1126  VERT ORDER  -  SECOND    CLASS 0
 JY1126
 JY1126.The horizontal coordinates were scaled from a topographic map and have
 JY1126.an estimated accuracy of +/- 6 seconds.
 JY1126
 JY1126.The orthometric height was determined by differential leveling
 JY1126.and adjusted by the National Geodetic Survey in June 1991..
 JY1126
 JY1126.The geoid height was determined by GEOID03.
 JY1126
 JY1126.The dynamic height is computed by dividing the NAVD 88
 JY1126.geopotential number by the normal gravity value computed on the
 JY1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1126.degrees latitude (g = 980.6199 gals.).
 JY1126
 JY1126.The modeled gravity was interpolated from observed gravity values.
 JY1126
 JY1126;                    North         East    Units  Estimated Accuracy
 JY1126;SPC OH S     -   214,760.      488,210.      MT  (+/- 180 meters Scaled)
 JY1126
 JY1126                          SUPERSEDED SURVEY CONTROL
 JY1126
 JY1126  NGVD 29 (??/??/92)  288.495  (m)          946.50   (f) ADJ UNCH    2 0
 JY1126
 JY1126.Superseded values are not recommended for survey control.
 JY1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1126.See file dsdata.txt to determine how the superseded data were derived.
 JY1126
 JY1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE600234(NAD 83)
 JY1126_MARKER: DB = BENCH MARK DISK
 JY1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1126+STABILITY: SURFACE MOTION
 JY1126
 JY1126  HISTORY     - Date     Condition        Report By
 JY1126  HISTORY     - UNK      MONUMENTED       OHGS
 JY1126  HISTORY     - 1959     GOOD             NGS
 JY1126
 JY1126                          STATION DESCRIPTION
 JY1126
 JY1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JY1126'AT SPRINGFIELD.
 JY1126'AT SPRINGFIELD, CLARK COUNTY, 22.2 FEET EAST OF THE EAST CURB OF
 JY1126'LIMESTONE STREET, 4.4 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE
 JY1126'DRIVE TO THE HAROLD M. DRAKE MONUMENT CO. PROPERTY, AT THE NORTHEAST
 JY1126'CORNER OF YARD OF THE SPRINGFIELD NEW-SUN BUILDING, 1.5 FEET WEST
 JY1126'OF THE WEST SIDE OF THE BUILDING, AND ONE FOOT ABOVE THE LEVEL
 JY1126'OF THE STREET.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 JY1126'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2949 ***********************************************************************
 MB2949  DESIGNATION -  947=OHIO
 MB2949  PID         -  MB2949
 MB2949  STATE/COUNTY-  OH/CUYAHOGA
 MB2949  USGS QUAD   -  BEREA (1984)
 MB2949
 MB2949                         *CURRENT SURVEY CONTROL
 MB2949  ___________________________________________________________________
 MB2949* NAD 83(1995)-  41 18 47.73891(N)    081 51 09.43271(W)     ADJUSTED  
 MB2949* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 MB2949  ___________________________________________________________________
 MB2949  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 MB2949  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MB2949
 MB2949  HORZ ORDER  -  FIRST
 MB2949
 MB2949.The horizontal coordinates were established by classical geodetic methods
 MB2949.and adjusted by the National Geodetic Survey in April 1998..
 MB2949
 MB2949.The orthometric height was scaled from a topographic map.
 MB2949
 MB2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2949
 MB2949.The geoid height was determined by GEOID03.
 MB2949
 MB2949;                    North         East     Units Scale Factor Converg.
 MB2949;SPC OH N     -   183,050.021   654,205.421   MT  0.99994830   +0 25 31.1
 MB2949;UTM  17      - 4,573,883.501   428,633.569   MT  0.99966268   -0 33 46.4
 MB2949
 MB2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2949!SPC OH N     -   0.99996144  x   0.99994830  =   0.99990974
 MB2949!UTM  17      -   0.99996144  x   0.99966268  =   0.99962414
 MB2949
 MB2949:                Primary Azimuth Mark                     Grid Az
 MB2949:SPC OH N     -  AIRPORT BN CLEVELAND MUN APT             005 33 34.1
 MB2949:UTM  17      -  AIRPORT BN CLEVELAND MUN APT             006 32 51.6
 MB2949
 MB2949|---------------------------------------------------------------------|
 MB2949| PID    Reference Object                     Distance      Geod. Az  |
 MB2949|                                                           dddmmss.s |
 MB2949| MB2943 AIRPORT BN CLEVELAND MUN APT        APPROX.11.0 KM 0055905.2 |
 MB2949| CD2025 OHIO RM 1                            44.519 METERS 12321     |
 MB2949| CD2026 OHIO RM 2                            76.956 METERS 19326     |
 MB2949| MB2953 AIRWAY BN 31 3 MI W OF BELDEN       APPROX. 8.3 KM 2513125.1 |
 MB2949| MC1053 EATON GRAFTON STATE FARM TANK       APPROX.13.4 KM 2612707.7 |
 MB2949| CD2024 OHIO AZ MK                                         3033644.6 |
 MB2949| MB2950 BEREA MUN WATER AND LT CO TANK      APPROX. 5.9 KM 3571942.2 |
 MB2949|---------------------------------------------------------------------|
 MB2949
 MB2949                          SUPERSEDED SURVEY CONTROL
 MB2949
 MB2949  NAD 83(1995)-  41 18 47.74836(N)    081 51 09.43845(W) AD(       ) 1
 MB2949  NAD 83(1986)-  41 18 47.74817(N)    081 51 09.44217(W) AD(       ) 1
 MB2949  NAD 27      -  41 18 47.56100(N)    081 51 09.95690(W) AD(       ) 1
 MB2949
 MB2949.Superseded values are not recommended for survey control.
 MB2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2949.See file dsdata.txt to determine how the superseded data were derived.
 MB2949
 MB2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2863473884(NAD 83)
 MB2949_MARKER: Z = SEE DESCRIPTION
 MB2949_SETTING: 0 = UNSPECIFIED SETTING
 MB2949
 MB2949  HISTORY     - Date     Condition        Report By
 MB2949  HISTORY     - 1943     MONUMENTED       CRGS
 MB2949  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MB2949  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MB2949  HISTORY     - 1975     GOOD             NGS
 MB2949
 MB2949                          STATION DESCRIPTION
 MB2949
 MB2949'DESCRIBED BY CLEVELAND REGIONAL GEODETIC SURVEY 1943 (APR)
 MB2949'STATION
 MB2949'WAS ESTABLISHED BY
 MB2949'THE CLEVELAND REGIONAL GEODETIC SURVEY, ON LAND
 MB2949'OWNED BY OHIO EXPERIMENT FARM,
 MB2949'LOCATED 0.9 MILE W OF THE VILLAGE
 MB2949'OF STRONGSVILLE, 272 FEET N OF THE APPROXIMATE
 MB2949'CENTER LINE OF U.S.
 MB2949'HIGHWAY 82, 190.5 FEET NW OF NW CORNER OF JULIOUS LUDWICKS HOME.
 MB2949'
 MB2949'THE DISK IS A STANDARD CLEVELAND REGIONAL GEODETIC SURVEY
 MB2949'MARK, STAMPED 947,
 MB2949'AND IS 2 FEET BELOW THE SURFACE OF THE GROUND.
 MB2949'
 MB2949'REFERENCE MARK 1 IS 146.03 FEET SE OF STATION, 15.9 FEET W
 MB2949'OF A 7-INCH CHERRY
 MB2949'TREE, AND 3.4 FEET N OF NW CORNER OF A FARM
 MB2949'SHED.  IT IS A BRONZE REFERENCE DISK
 MB2949'SET IN THE TOP OF A CONCRETE
 MB2949'POST, WITH ARROW POINTING TO STATION, AND IS STAMPED
 MB2949'OHIO NO. 1
 MB2949'1943.
 MB2949'
 MB2949'REFERENCE MARK 2 IS 252.48 FEET SW OF STATION, 28.2 FEET N
 MB2949'OF APPROXIMATE
 MB2949'CENTER LINE OF U.S. HIGHWAY 82, AND 4.9 FEET E OF
 MB2949'POWER-TRANSMISSION LINE POLE
 MB2949'125456.  IT IS A BRONZE REFERENCE
 MB2949'DISK SET IN THE TOP OF A CONCRETE POST, WITH
 MB2949'ARROW POINTING TO
 MB2949'STATION, AND IS STAMPED OHIO NO. 2 1943.
 MB2949'
 MB2949'AZIMUTH MARK IS 0.35 MILE NW OF STATION AND 25.4 FEET E OF
 MB2949'APPROXIMATE CENTER
 MB2949'LINE OF STATE HIGHWAY 237.  IT IS A BRONZE
 MB2949'AZIMUTH DISK SET IN THE TOP OF A
 MB2949'CONCRETE POST, STAMPED OHIO
 MB2949'1943.  IT IS 12.1 FEET SW OF MR. JACKOVICS MAIL BOX
 MB2949'AND 6.3 FEET
 MB2949'NE OF TELEPHONE POLE 17284.
 MB2949'
 MB2949'TO REACH AZIMUTH MARK FROM THE STATION, GO W ON HIGHWAYS 82
 MB2949'AND 237 FOR 0.3
 MB2949'MILE TO WHERE HIGHWAY 237 TURNS RIGHT, TURN RIGHT
 MB2949'AND GO 0.2 MILE TO MR. JACKOVICS
 MB2949'MAIL BOX.
 MB2949'
 MB2949'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 42 AND 82 AND STATE
 MB2949'HIGHWAY 237 IN THE
 MB2949'VILLAGE OF STRONGSVILLE, GO WEST ON HIGHWAY 82
 MB2949'AND HIGHWAY 237 FOR 0.9 MILE TO
 MB2949'JULIOUS LUDWICKS HOUSE ON THE
 MB2949'RIGHT.
 MB2949'
 MB2949'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MB2949
 MB2949                          STATION RECOVERY (1957)
 MB2949
 MB2949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 MB2949'ALL MARKS WERE RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION
 MB2949'IS ADEQUATE AND
 MB2949'CORRECT EXCEPT FOR THE FOLLOWING.  AZIMUTH
 MB2949'MARK AND REFERENCE MARK NO. 2 ARE
 MB2949'NO LONGER VISIBLE FROM
 MB2949'STATION DUE TO NEW HOUSE CONSTRUCTION IN THE AREA,
 MB2949'STATION
 MB2949'IS IN THE REAR YARD OF HOUSE OWNED BY D. KWLECKI, 122.7
 MB2949'FEET NORTHWEST
 MB2949'FROM THE NORTHWEST CORNER OF THE HOUSE EAST
 MB2949'OF THE KWLECKI RESIDENCE,
 MB2949'SOUTHEAST OF POWER POLE NO.
 MB2949'267433, AT THE SOUTH EDGE OF A GARDEN AREA
 MB2949'AND NORTH EDGE
 MB2949'OF GRASS LAWN, AND 8 INCHES BELOW THE SURFACE ENCASED IN A
 MB2949'18 INCH
 MB2949'SQUARE CONCRETE BOX WITH A CONCRETE LID.
 MB2949
 MB2949                          STATION RECOVERY (1971)
 MB2949
 MB2949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RS)
 MB2949'OHIO NO. 1-1943
 MB2949'CANNOT FIND - AREA IS ALL BUILT UP
 MB2949'OHIO NO. 2-1943 POOR
 MB2949'LEANING
 MB2949'AZI. OHIO 1943 GOOD - NOW WITNESS
 MB2949'
 MB2949'REF. NO. 2 IS NO
 MB2949'GOOD AND REF. NO. 1 MAY BE UNDER A HOUSE.  THE
 MB2949'AZIMUTH DESCRIPTION IS ACCURATE.
 MB2949
 MB2949                          STATION RECOVERY (1975)
 MB2949
 MB2949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MB2949'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD
 MB2949'CONDITION.  THE LINE OF SIGHT TO THE AZIMUTH MARK OBSTRUCTED BY
 MB2949'TREES AND HOUSES.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED TO
 MB2949'HAVE BEEN DESTROYED BY NEW HOUSING.  REFERENCE MARK 2 WAS FOUND
 MB2949'DESTROYED AND THE DISK WAS SALVAGED.  THERE IS NO PLACE AVAILABLE
 MB2949'TO SET AN AZIMUTH MARK NOR ANY OBJECT FROM WHICH TO SET ONE
 MB2949'FROM.  REFERENCE MARKS 3 AND 4 WERE SET AND A NEW DESCRIPTION
 MB2949'FOLLOWS--
 MB2949'
 MB2949'THE STATION IS LOCATED IN THE BACK YARD OF MR. PAUL BRUCE, 0.9
 MB2949'MILE WEST ALONG STATE HIGHWAY 82 FROM ITS JUNCTION WITH U.S. HIGHWAY
 MB2949'42, 94 FEET SOUTHEAST OF A POWER POLE, 129 FEET NORTHEAST OF THE
 MB2949'NORTHWEST CORNER OF HOUSE (20558), 118 FEET NORTH OF THE
 MB2949'NORTHEAST CORNER OF THE HOUSE (NOT THE PATIO OR GARAGE), 68 FEET
 MB2949'NORTH OF A 14 INCH POPLAR TREE, 26 FEET SOUTH OF A 14 INCH
 MB2949'WILLOW TREE, 39 FEET SOUTHWEST OF THE NORTH 1 OF A ROW OF BLUE
 MB2949'SPRUCE TREES AND 272 FEET NORTH OF THE CENTERLINE OF THE
 MB2949'HIGHWAY.  A STANDARD CLEV. REG. GEOD. SURVEY MARK AND DISK,
 MB2949'8 INCHES BELOW THE SURFACE OF THE GROUND, STAMPED 947 AND
 MB2949'ENCASED BY AN 8 INCH SQUARE CONCRETE BOX.
 MB2949'
 MB2949'REFERENCE MARK 3 IS A STANDARD PRE CAST ALUMINUM MONUMENT, FLUSH
 MB2949'WITH THE SURFACE OF THE GROUND, 15 FEET SOUTHEAST OF THE WILLOW
 MB2949'TREE, 148 FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE AND 21
 MB2949'FEET SOUTHWEST OF THE NORTH SPRUCE TREE.  THE DISK IS STAMPED
 MB2949'OHIO CRGS 1943 NO 3 1975.
 MB2949'
 MB2949'REFERENCE MARK 4 IS A STANDARD PRE CAST ALUMINUM MONUMENT
 MB2949'STAMPED OHIO CRGS 1943 NO 4 1975, FLUSH WITH THE GROUND, 117 FEET
 MB2949'NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE, 50 FEET SOUTHEAST
 MB2949'OF THE WILLOW TREE AND 45 FEET NORTHEAST OF THE POPLAR TREE.
 MB2949'
 MB2949'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MB2949'
 MB2949'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MB2949'AT STRONGSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0128 ***********************************************************************
 LA0128  DESIGNATION -  949
 LA0128  PID         -  LA0128
 LA0128  STATE/COUNTY-  OH/SHELBY
 LA0128  USGS QUAD   -  FORT LORAMIE (1973)
 LA0128
 LA0128                         *CURRENT SURVEY CONTROL
 LA0128  ___________________________________________________________________
 LA0128* NAD 83(1986)-  40 15 39.     (N)    084 19 11.     (W)     SCALED    
 LA0128* NAVD 88     -       289.082  (meters)     948.43   (feet)  ADJUSTED  
 LA0128  ___________________________________________________________________
 LA0128  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LA0128  DYNAMIC HT  -         288.939 (meters)     947.96  (feet)  COMP
 LA0128  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 LA0128
 LA0128  VERT ORDER  -  SECOND    CLASS 0
 LA0128
 LA0128.The horizontal coordinates were scaled from a topographic map and have
 LA0128.an estimated accuracy of +/- 6 seconds.
 LA0128
 LA0128.The orthometric height was determined by differential leveling
 LA0128.and adjusted by the National Geodetic Survey in June 1991..
 LA0128
 LA0128.The geoid height was determined by GEOID03.
 LA0128
 LA0128.The dynamic height is computed by dividing the NAVD 88
 LA0128.geopotential number by the normal gravity value computed on the
 LA0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0128.degrees latitude (g = 980.6199 gals.).
 LA0128
 LA0128.The modeled gravity was interpolated from observed gravity values.
 LA0128
 LA0128;                    North         East    Units  Estimated Accuracy
 LA0128;SPC OH N     -    67,600.      445,210.      MT  (+/- 180 meters Scaled)
 LA0128
 LA0128                          SUPERSEDED SURVEY CONTROL
 LA0128
 LA0128  NGVD 29 (??/??/92)  289.277  (m)          949.07   (f) ADJ UNCH    2 0
 LA0128
 LA0128.Superseded values are not recommended for survey control.
 LA0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0128.See file dsdata.txt to determine how the superseded data were derived.
 LA0128
 LA0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK279601(NAD 83)
 LA0128_MARKER: DD = SURVEY DISK
 LA0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0128_SP_SET: BRIDGE
 LA0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0128
 LA0128  HISTORY     - Date     Condition        Report By
 LA0128  HISTORY     - UNK      MONUMENTED       USGS
 LA0128  HISTORY     - 1934     GOOD             NGS
 LA0128
 LA0128                          STATION DESCRIPTION
 LA0128
 LA0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0128'1.1 MI E FROM HOUSTON.
 LA0128'1.1 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0128'ST. LOUIS RAILWAY FROM THE STATION AT HOUSTON, SHELBY COUNTY,
 LA0128'4 RAILS EAST OF CULVERT 227, 45 FEET WEST OF SIGNAL TOWER 1721,
 LA0128'IN THE TOP OF THE NORTHEAST WINGWALL OF AN OVERHEAD BRIDGE,
 LA0128'9 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET LOWER THAN THE
 LA0128'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1451 ***********************************************************************
 KY1451  DESIGNATION -  949
 KY1451  PID         -  KY1451
 KY1451  STATE/COUNTY-  OH/HARRISON
 KY1451  USGS QUAD   -  BOWERSTON (1994)
 KY1451
 KY1451                         *CURRENT SURVEY CONTROL
 KY1451  ___________________________________________________________________
 KY1451* NAD 83(1986)-  40 25 24.     (N)    081 10 05.     (W)     SCALED    
 KY1451* NAVD 88     -       289.494  (meters)     949.78   (feet)  ADJUSTED  
 KY1451  ___________________________________________________________________
 KY1451  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KY1451  DYNAMIC HT  -         289.344 (meters)     949.29  (feet)  COMP
 KY1451  MODELED GRAV-     980,100.1   (mgal)                       NAVD 88
 KY1451
 KY1451  VERT ORDER  -  SECOND    CLASS 0
 KY1451
 KY1451.The horizontal coordinates were scaled from a topographic map and have
 KY1451.an estimated accuracy of +/- 6 seconds.
 KY1451
 KY1451.The orthometric height was determined by differential leveling
 KY1451.and adjusted by the National Geodetic Survey in June 1991..
 KY1451
 KY1451.The geoid height was determined by GEOID03.
 KY1451
 KY1451.The dynamic height is computed by dividing the NAVD 88
 KY1451.geopotential number by the normal gravity value computed on the
 KY1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1451.degrees latitude (g = 980.6199 gals.).
 KY1451
 KY1451.The modeled gravity was interpolated from observed gravity values.
 KY1451
 KY1451;                    North         East    Units  Estimated Accuracy
 KY1451;SPC OH N     -    84,890.      713,030.      MT  (+/- 180 meters Scaled)
 KY1451
 KY1451                          SUPERSEDED SURVEY CONTROL
 KY1451
 KY1451  NGVD 29 (??/??/92)  289.686  (m)          950.41   (f) ADJ UNCH    2 0
 KY1451
 KY1451.Superseded values are not recommended for survey control.
 KY1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1451.See file dsdata.txt to determine how the superseded data were derived.
 KY1451
 KY1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME857747(NAD 83)
 KY1451_MARKER: B = BOLT
 KY1451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1451_SP_SET: BRIDGE COPING
 KY1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1451
 KY1451  HISTORY     - Date     Condition        Report By
 KY1451  HISTORY     - UNK      MONUMENTED       PRR
 KY1451  HISTORY     - 1934     GOOD             NGS
 KY1451
 KY1451                          STATION DESCRIPTION
 KY1451
 KY1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1451'1.4 MI W FROM CONOTTON.
 KY1451'1.4 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1451'AT CONOTTON, HARRISON COUNTY, 0.2 MILE WEST OF MILEPOST 80, 30
 KY1451'YARDS EAST OF THE EAST SWITCH OF A SIDING, AT BRIDGE NO. 83,
 KY1451'IN THE TOP OF THE NORTH COPING, 5.6 FEET NORTH OF THE NORTH RAIL
 KY1451'OF THE NORTH TRACK, AND 4.2 FEET WEST OF THE NORTHEAST CORNER OF
 KY1451'THE COPING.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0817 ***********************************************************************
 JZ0817  DESIGNATION -  95
 JZ0817  PID         -  JZ0817
 JZ0817  STATE/COUNTY-  OH/HAMILTON
 JZ0817  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0817
 JZ0817                         *CURRENT SURVEY CONTROL
 JZ0817  ___________________________________________________________________
 JZ0817* NAD 83(1986)-  39 09 35.     (N)    084 32 02.     (W)     SCALED    
 JZ0817* NAVD 88     -       148.026  (meters)     485.65   (feet)  ADJUSTED  
 JZ0817  ___________________________________________________________________
 JZ0817  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0817  DYNAMIC HT  -         147.934 (meters)     485.35  (feet)  COMP
 JZ0817  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 JZ0817
 JZ0817  VERT ORDER  -  FIRST     CLASS II
 JZ0817
 JZ0817.The horizontal coordinates were scaled from a topographic map and have
 JZ0817.an estimated accuracy of +/- 6 seconds.
 JZ0817
 JZ0817.The orthometric height was determined by differential leveling
 JZ0817.and adjusted by the National Geodetic Survey in June 1991..
 JZ0817.WARNING-Repeat measurements at this control monument indicate possible
 JZ0817.vertical movement.
 JZ0817
 JZ0817.The geoid height was determined by GEOID03.
 JZ0817
 JZ0817.The dynamic height is computed by dividing the NAVD 88
 JZ0817.geopotential number by the normal gravity value computed on the
 JZ0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0817.degrees latitude (g = 980.6199 gals.).
 JZ0817
 JZ0817.The modeled gravity was interpolated from observed gravity values.
 JZ0817
 JZ0817;                    North         East    Units  Estimated Accuracy
 JZ0817;SPC OH S     -   130,720.      424,230.      MT  (+/- 180 meters Scaled)
 JZ0817
 JZ0817                          SUPERSEDED SURVEY CONTROL
 JZ0817
 JZ0817  NGVD 29 (??/??/92)  148.201  (m)          486.22   (f) ADJ UNCH    1 2
 JZ0817
 JZ0817.Superseded values are not recommended for survey control.
 JZ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0817.See file dsdata.txt to determine how the superseded data were derived.
 JZ0817
 JZ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ130373(NAD 83)
 JZ0817_MARKER: DD = SURVEY DISK
 JZ0817_SETTING: 0 = UNSPECIFIED SETTING
 JZ0817_STAMPING: 95
 JZ0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0817
 JZ0817  HISTORY     - Date     Condition        Report By
 JZ0817  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0817  HISTORY     - 1949     GOOD             NGS
 JZ0817  HISTORY     - 19930604 MARK NOT FOUND   NGS
 JZ0817
 JZ0817                          STATION DESCRIPTION
 JZ0817
 JZ0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0817'AT CINCINNATI.
 JZ0817'ON THE BALTIMORE AND OHIO RAILROAD, 4.8 MILES NORTH OF THE
 JZ0817'STATION, AT THE INTERSECTION OF CHAMBERS STREET AND SPRING GROVE
 JZ0817'AVENUE, 60 YARDS EAST OF THE NORTHEAST CORNER OF A SINCLAIR
 JZ0817'SERVICE STATION, 26 FEET SOUTH OF THE CENTERLINE OF SPRING GROVE
 JZ0817'AVENUE, 10 YARDS EAST OF THE CENTERLINE OF AN ALLEY, NEAR A STORE
 JZ0817'BUILDING, 12 FEET NORTH OF THE NORTHEAST CORNER, 1 FOOT SOUTH
 JZ0817'OF THE CURB, AND LEVEL WITH THE SIDEWALK.
 JZ0817
 JZ0817                          STATION RECOVERY (1993)
 JZ0817
 JZ0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2838 ***********************************************************************
 MB2838  DESIGNATION -  95 001 1 P CO
 MB2838  PID         -  MB2838
 MB2838  STATE/COUNTY-  OH/PORTAGE
 MB2838  USGS QUAD   -  TWINSBURG (1984)
 MB2838
 MB2838                         *CURRENT SURVEY CONTROL
 MB2838  ___________________________________________________________________
 MB2838* NAD 83(1995)-  41 20 53.75561(N)    081 23 30.06765(W)     ADJUSTED  
 MB2838* NAVD 88     -       310.     (meters)    1017.     (feet)  VERTCON   
 MB2838  ___________________________________________________________________
 MB2838  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 MB2838  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB2838
 MB2838  HORZ ORDER  -  SECOND
 MB2838
 MB2838.The horizontal coordinates were established by classical geodetic methods
 MB2838.and adjusted by the National Geodetic Survey in April 1998..
 MB2838
 MB2838.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2838
 MB2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2838
 MB2838.The geoid height was determined by GEOID03.
 MB2838
 MB2838;                    North         East     Units Scale Factor Converg.
 MB2838;SPC OH N     -   187,325.599   692,748.663   MT  0.99995110   +0 43 41.2
 MB2838;UTM  17      - 4,577,492.996   467,232.622   MT  0.99961321   -0 15 31.5
 MB2838
 MB2838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2838!SPC OH N     -   0.99995671  x   0.99995110  =   0.99990781
 MB2838!UTM  17      -   0.99995671  x   0.99961321  =   0.99956993
 MB2838
 MB2838                          SUPERSEDED SURVEY CONTROL
 MB2838
 MB2838  NAD 83(1986)-  41 20 53.76553(N)    081 23 30.06668(W) AD(       ) 2
 MB2838  NAD 27      -  41 20 53.56650(N)    081 23 30.68006(W) AD(       ) 2
 MB2838  NGVD 29 (07/19/86)  310.     (m)         1017.     (f) VERT ANG       
 MB2838
 MB2838.Superseded values are not recommended for survey control.
 MB2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2838.See file dsdata.txt to determine how the superseded data were derived.
 MB2838
 MB2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6723377493(NAD 83)
 MB2838_MARKER: Z = SEE DESCRIPTION
 MB2838_SETTING: 0 = UNSPECIFIED SETTING
 MB2838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2838
 MB2838  HISTORY     - Date     Condition        Report By
 MB2838  HISTORY     - 1977     MONUMENTED       OH-133
 MB2838
 MB2838                          STATION DESCRIPTION
 MB2838
 MB2838'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2838'THE STATION IS ABOUT 4 MILES SOUTH-SOUTHWEST OF BAINBRIDGE,
 MB2838'4-3/4 MILES NORTHEAST OF TWINSBURG, 3-1/4 MILES NORTHWEST OF
 MB2838'AURORA, AND ON THE RIGHT-OF-WAY OF CALIFORNIA AVENUE.
 MB2838'
 MB2838'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2838'AND 82 IN AURORA, GO NORTHWEST ON STATE ROUTE 43 FOR 2.45 MILES
 MB2838'TO THE T-INTERSECTION OF EAST BOULEVARD AND ORCHARD AVENUE.
 MB2838'TURN LEFT AND GO SOUTHWEST, THEN WEST, N ORCHARD AVENUE FOR
 MB2838'0.8 MILE TO THE INTERSECTION OF CALIFORNIA AVENUE, THE WEST
 MB2838'BOUNDARY LINE OF PORTAGE COUNTY.  TURN RIGHT AND GO NORTH FOR
 MB2838'0.15 MILE TO THE T-INTERSECTION OF LAKE AVENUE, THE
 MB2838'NORTHWEST CORNER OF PORTAGE COUNTY, AND THE STATION IN THE
 MB2838'INTERSECTION.
 MB2838'
 MB2838'STATION MARK IS A DRILL HOLE IN AN 8-INCH SQUARE STONE
 MB2838'4 INCHES BELOW THE ROAD SURFACE AND ENCASED IN A 10-INCH
 MB2838'MONUMENT BOX WITH METAL LID THAT IS FLUSH WITH THE ROAD
 MB2838'SURFACE.  IT
 MB2838'IS 66.21 FEET NORTHWEST OF A BRIDGE SPIKE IN A 12-INCH
 MB2838'OAK TREE, 55.20 FEET NORTHEAST OF A BRIDGE SPIKE IN A
 MB2838'24-INCH OAK TREE, 43.62 FEET SOUTHEAST OF A BRIDGE SPIKE
 MB2838'IN A 14-INCH OAK TREE, AND 29.99 FEET SOUTH OF AN IRON
 MB2838'PIPE.
 MB2838'
 MB2838'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2838'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2838'STATION 95 001 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2838'
 MB2838'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2837 ***********************************************************************
 MB2837  DESIGNATION -  95 001 2
 MB2837  PID         -  MB2837
 MB2837  STATE/COUNTY-  OH/SUMMIT
 MB2837  USGS QUAD   -  TWINSBURG (1984)
 MB2837
 MB2837                         *CURRENT SURVEY CONTROL
 MB2837  ___________________________________________________________________
 MB2837* NAD 83(1995)-  41 20 44.91062(N)    081 23 29.99082(W)     ADJUSTED  
 MB2837* NAVD 88     -       309.5    (meters)    1015.     (feet)  VERTCON   
 MB2837  ___________________________________________________________________
 MB2837  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 MB2837  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB2837
 MB2837  HORZ ORDER  -  SECOND
 MB2837
 MB2837.The horizontal coordinates were established by classical geodetic methods
 MB2837.and adjusted by the National Geodetic Survey in April 1998..
 MB2837
 MB2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2837
 MB2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2837
 MB2837.The geoid height was determined by GEOID03.
 MB2837
 MB2837;                    North         East     Units Scale Factor Converg.
 MB2837;SPC OH N     -   187,052.788   692,753.916   MT  0.99995089   +0 43 41.2
 MB2837;UTM  17      - 4,577,220.227   467,233.176   MT  0.99961321   -0 15 31.5
 MB2837
 MB2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2837!SPC OH N     -   0.99995675  x   0.99995089  =   0.99990765
 MB2837!UTM  17      -   0.99995675  x   0.99961321  =   0.99956998
 MB2837
 MB2837:                Primary Azimuth Mark                     Grid Az
 MB2837:SPC OH N     -  95 008 1 P CO                            089 51 16.5
 MB2837:UTM  17      -  95 008 1 P CO                            090 50 29.2
 MB2837
 MB2837|---------------------------------------------------------------------|
 MB2837| PID    Reference Object                     Distance      Geod. Az  |
 MB2837|                                                           dddmmss.s |
 MB2837| MB2831 95 008 1 P CO                       APPROX. 1.4 KM 0903457.7 |
 MB2837| MB2838 95 001 1 P CO                       272.875 METERS 35937     |
 MB2837|---------------------------------------------------------------------|
 MB2837
 MB2837                          SUPERSEDED SURVEY CONTROL
 MB2837
 MB2837  NAD 83(1986)-  41 20 44.92054(N)    081 23 29.98989(W) AD(       ) 2
 MB2837  NAD 27      -  41 20 44.72141(N)    081 23 30.60326(W) AD(       ) 2
 MB2837  NGVD 29 (07/19/86)  309.7    (m)         1016.     (f) VERT ANG       
 MB2837
 MB2837.Superseded values are not recommended for survey control.
 MB2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2837.See file dsdata.txt to determine how the superseded data were derived.
 MB2837
 MB2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6723377220(NAD 83)
 MB2837_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2837_STAMPING: 95-001-2 1977
 MB2837_MARK LOGO: OH-133
 MB2837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2837+STABILITY: SURFACE MOTION
 MB2837
 MB2837  HISTORY     - Date     Condition        Report By
 MB2837  HISTORY     - 1977     MONUMENTED       OH-133
 MB2837
 MB2837                          STATION DESCRIPTION
 MB2837
 MB2837'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2837'THE STATION IS ABOUT 4-1/4 MILES SOUTHWEST OF BAINBRIDGE, 3-1/4
 MB2837'MILES NORTHEAST OF TWINSBURG, 2-3/4 MILES NORTHWEST OF AURORA,
 MB2837'AND ON THE RIGHT-OF-WAY OF CALIFORNIA AVENUE.
 MB2837'
 MB2837'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2837'AND 82 IN AURORA, GO NORTHWEST ON STATE ROUTE 43 FOR 2.45 MILES
 MB2837'TO THE T-INTERSECTION OF EAST BOULEVARD AND ORCHARD AVENUE.
 MB2837'TURN LEFT AND GO SOUTHWEST, THEN WEST ON ORCHARD AVENUE FOR
 MB2837'0.8 MILE TO THE INTERSECTION OF CALIFORNIA AVENUE, THE PORTAGE
 MB2837'COUNTY WEST BOUNDARY LINE, AND THE STATION IN THE INTERSECTION.
 MB2837'TURN RIGHT ON CALIFORNIA AVENUE AND GO NORTH FOR 0.15 MILE TO
 MB2837'THE T-INTERSECTION OF LAKE AVENUE AND AZIMUTH MARK 95 001 1 P
 MB2837'CO IN THE INTERSECTION.
 MB2837'
 MB2837'STATION MARK, STAMPED---95-001-2 1977---, IS A PORTAGE COUNTY
 MB2837'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2837'POST THAT IS 3 INCHES BELOW THE ROAD SURFACE.  IT IS
 MB2837'66.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, ADDRESS
 MB2837'NUMBER 1260, 62.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MB2837'HOUSE, ADDRESS NUMBER 1261, 47.4 FEET NORTHEAST OF TELEPHONE
 MB2837'POLE NUMBER 102 K-24, 38.8 FEET SOUTHEAST OF TELEPHONE AND
 MB2837'POWER POLE NUMBER 134 K-1, AND 9.10 FEET EAST OF THE CENTER OF
 MB2837'THE INTERSECTION OFORCHARD AVENUE AND CALIFORNIA AVENUE.
 MB2837'
 MB2837'AZIMUTH MARK 95 001 1 P CO IS A DRILL HOLE IN AN 8-INCH
 MB2837'SQUARE STONE 4 INCHES BELOW THE ROAD SURFACE AND ENCASED
 MB2837'IN A 10-INCH SQUARE MONUMENT BOX WITH METAL LID THAT IS
 MB2837'FLUSH WITH THE ROAD SURFACE.
 MB2837'IT IS 66.21 FEET NORTHWEST OF A BRIDGE SPIKE
 MB2837'IN A 12-INCH OAK TREE, 55.20 FEET NORTHEAST OF A BRIDGE
 MB2837'SPIKE IN A 24-INCH OAK TREE, 43.62 FEET SOUTHEAST OF
 MB2837'A BRIDGE SPIKE IN A 14-INCH OAK TREE, AND 29.99 FEET
 MB2837'SOUTH OF AN IRON PIPE.
 MB2837'
 MB2837'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2837'LIGHT ABOVE STATION MARK WAS 2.0 METERS.
 MB2837'STATION 95 008 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2837'
 MB2837'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2834 ***********************************************************************
 MB2834  DESIGNATION -  95 004 1 P CO
 MB2834  PID         -  MB2834
 MB2834  STATE/COUNTY-  OH/PORTAGE
 MB2834  USGS QUAD   -  TWINSBURG (1984)
 MB2834
 MB2834                         *CURRENT SURVEY CONTROL
 MB2834  ___________________________________________________________________
 MB2834* NAD 83(1995)-  41 18 32.56102(N)    081 22 59.09776(W)     ADJUSTED  
 MB2834* NAVD 88     -       310.4    (meters)    1018.     (feet)  VERTCON   
 MB2834  ___________________________________________________________________
 MB2834  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 MB2834  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2834
 MB2834  HORZ ORDER  -  SECOND
 MB2834
 MB2834.The horizontal coordinates were established by classical geodetic methods
 MB2834.and adjusted by the National Geodetic Survey in April 1998..
 MB2834
 MB2834.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2834
 MB2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2834
 MB2834.The geoid height was determined by GEOID03.
 MB2834
 MB2834;                    North         East     Units Scale Factor Converg.
 MB2834;SPC OH N     -   182,979.497   693,524.319   MT  0.99994799   +0 44 01.5
 MB2834;UTM  17      - 4,573,135.647   467,933.082   MT  0.99961265   -0 15 10.4
 MB2834
 MB2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2834!SPC OH N     -   0.99995660  x   0.99994799  =   0.99990460
 MB2834!UTM  17      -   0.99995660  x   0.99961265  =   0.99956927
 MB2834
 MB2834:                Primary Azimuth Mark                     Grid Az
 MB2834:SPC OH N     -  95 011 1 P CO                            072 37 56.5
 MB2834:UTM  17      -  95 011 1 P CO                            073 37 08.4
 MB2834
 MB2834|---------------------------------------------------------------------|
 MB2834| PID    Reference Object                     Distance      Geod. Az  |
 MB2834|                                                           dddmmss.s |
 MB2834| MB2816 95 011 1 P CO                       APPROX. 1.0 KM 0732158.0 |
 MB2834| MB2839 95 005 1                            APPROX. 0.8 KM 2515055.3 |
 MB2834|---------------------------------------------------------------------|
 MB2834
 MB2834                          SUPERSEDED SURVEY CONTROL
 MB2834
 MB2834  NAD 83(1986)-  41 18 32.57080(N)    081 22 59.09737(W) AD(       ) 2
 MB2834  NAD 27      -  41 18 32.37033(N)    081 22 59.71170(W) AD(       ) 2
 MB2834  NGVD 29 (07/19/86)  310.6    (m)         1019.     (f) VERT ANG       
 MB2834
 MB2834.Superseded values are not recommended for survey control.
 MB2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2834.See file dsdata.txt to determine how the superseded data were derived.
 MB2834
 MB2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6793373136(NAD 83)
 MB2834_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2834+STABILITY: SURFACE MOTION
 MB2834
 MB2834  HISTORY     - Date     Condition        Report By
 MB2834  HISTORY     - 1977     MONUMENTED       OH-133
 MB2834
 MB2834                          STATION DESCRIPTION
 MB2834
 MB2834'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2834'THE STATION IS ABOUT 6-3/4 MILES SOUTH-SOUTHWEST OF BAINBRIDGE,
 MB2834'4-1/4 MILES EAST-SOUTHEAST OF TWINSBURG, 1-3/4 MILES SOUTHWEST
 MB2834'OF AURORA, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2834'
 MB2834'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 43
 MB2834'AND 82 IN AURORA, GO WEST ON STATE ROUTE 82 FOR 1.35 MILES TO
 MB2834'THE Y-INTERSECTION OF WEST PIONEER TRAIL AND AZIMUTH MARK 95
 MB2834'95 011 1 P CO ON THE SOUTHEAST CORNER OF THE INTERSECTION.
 MB2834'CONTINUE SOUTHWEST ON STATE ROUTE 82 FOR 0.65 MILE TO THE
 MB2834'STATION ON THE RIGHT.  CONTINUE SOUTHWEST ON STATE ROUTE 82 FOR
 MB2834'0.45 MILE TO THE WESTERN BOUNDARY OF PORTAGE COUNTY AND AZIMUTH
 MB2834'MARK 95 005 1 P CO ON THE LEFT.
 MB2834'
 MB2834'STATION MARKS, STAMPED---95-004-1 1977---, ARE PORTAGE COUNTY
 MB2834'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2834'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2834'SURFACE.  IT IS IN THE LAWN OF A ONE STORY BRICK RANCH HOUSE,
 MB2834'ADDRESS NUMBER 1040, 94.2 FEET WEST-SOUTHWEST OF TELEPHONE POLE
 MB2834'NUMBER 1 K 79, 29.0 FEET EAST NORTHEAST OF TELEPHONE POLE
 MB2834'NUMBER 1 K 80, 28.0 FEET NORTH OF THE CENTERLINE OF STATE ROUTE
 MB2834'82, AND 18.0 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 MB2834'EASTERN DRIVEWAY OF THE HOUSE.  THE UNDERGROUND DISK IS
 MB2834'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW
 MB2834'THE GROUND SURFACE.
 MB2834'
 MB2834'AZIMUTH MARK 95 011 1 P CO, STAMPED---95-011-1 1977---, IS A
 MB2834'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2834'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2834'SURFACE.  IT IS 81.2 FEET SOUTH-SOUTHWEST OF GUY POLE NUMBER
 MB2834'AU 2797, 54.0 FEET SOUTH OF TELEPHONE POLE NUMBER 1 K 52,
 MB2834'34.3 FEET WEST OF POWER POLE NUMBER AU 52, AND
 MB2834'28.7 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 82.
 MB2834'
 MB2834'AZIMUTH MARK 95 005 1 P CO, STAMPED---95-005-1 1977---, IS A
 MB2834'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2834'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2834'SURFACE.  IT IS 84.6 FEET SOUTHWEST OF TELEPHONE POLE NUMBER
 MB2834'1 K 99, 18.1 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 82,
 MB2834'14.2 FEET WEST OF POWER POLE NUMBER AU 1, AND 14.0 FEET
 MB2834'NORTHWEST OF A STATE OF OHIO CONCRETE RIGHT-OF-WAY MARKER.
 MB2834'
 MB2834'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2834'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2834'
 MB2834'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2839 ***********************************************************************
 MB2839  DESIGNATION -  95 005 1
 MB2839  PID         -  MB2839
 MB2839  STATE/COUNTY-  OH/SUMMIT
 MB2839  USGS QUAD   -  TWINSBURG (1984)
 MB2839
 MB2839                         *CURRENT SURVEY CONTROL
 MB2839  ___________________________________________________________________
 MB2839* NAD 83(1995)-  41 18 24.69882(N)    081 23 30.89700(W)     ADJUSTED  
 MB2839* NAVD 88     -       305.     (meters)    1001.     (feet)  VERTCON   
 MB2839  ___________________________________________________________________
 MB2839  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 MB2839  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2839
 MB2839  HORZ ORDER  -  SECOND
 MB2839
 MB2839.The horizontal coordinates were established by classical geodetic methods
 MB2839.and adjusted by the National Geodetic Survey in April 1998..
 MB2839
 MB2839.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2839
 MB2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2839
 MB2839.The geoid height was determined by GEOID03.
 MB2839
 MB2839;                    North         East     Units Scale Factor Converg.
 MB2839;SPC OH N     -   182,727.546   692,787.805   MT  0.99994783   +0 43 40.6
 MB2839;UTM  17      - 4,572,896.496   467,192.587   MT  0.99961325   -0 15 31.3
 MB2839
 MB2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2839!SPC OH N     -   0.99995748  x   0.99994783  =   0.99990532
 MB2839!UTM  17      -   0.99995748  x   0.99961325  =   0.99957075
 MB2839
 MB2839                          SUPERSEDED SURVEY CONTROL
 MB2839
 MB2839  NAD 83(1986)-  41 18 24.70868(N)    081 23 30.89664(W) AD(       ) 2
 MB2839  NAD 27      -  41 18 24.50811(N)    081 23 31.50994(W) AD(       ) 2
 MB2839  NGVD 29 (07/19/86)  305.     (m)         1001.     (f) VERT ANG       
 MB2839
 MB2839.Superseded values are not recommended for survey control.
 MB2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2839.See file dsdata.txt to determine how the superseded data were derived.
 MB2839
 MB2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6719372896(NAD 83)
 MB2839_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2839_STAMPING: 95-005-1 1977
 MB2839_MARK LOGO: OH-133
 MB2839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2839+STABILITY: SURFACE MOTION
 MB2839
 MB2839  HISTORY     - Date     Condition        Report By
 MB2839  HISTORY     - 1977     MONUMENTED       OH-133
 MB2839
 MB2839                          STATION DESCRIPTION
 MB2839
 MB2839'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2839'THE STATION IS ABOUT 6-3/4 MILES SOUTHWEST OF BAINBRIDGE, 3-3/4
 MB2839'MILES EAST-SOUTHEAST OF TWINSBURG, 2-1/4 MILES WEST-SOUTHWEST
 MB2839'OF AURORA, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2839'
 MB2839'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2839'AND 82 IN AURORA, GO WEST ON STATE ROUTE 82 FOR 1.35 MILES TO
 MB2839'THE Y-INTERSECTION OF WEST PIONEER TRAIL.  CONTINUE SOUTHWEST
 MB2839'ON STATE ROUTE 82 FOR 1.1 MILES TO THE WESTERN BOUNDARY OF
 MB2839'PORTAGE COUNTY AND THE STATION ON THE LEFT.
 MB2839'
 MB2839'STATION MARK, STAMPED---95-005-1 1977---, IS A PORTAGE COUNTY
 MB2839'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2839'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 84.6 FEET
 MB2839'SOUTHWEST OF TELEPHONE POLE NUMBER 1 K 99, 18.1 FEET SOUTH OF
 MB2839'THE CENTERLINE OF STATE ROUTE 82, 14.2 FEET WEST OF POWER POLE
 MB2839'NUMBER AU 1, AND 14.0 FEET NORTHWEST OF A STATE OF OHIO
 MB2839'CONCRETE RIGHT-OF-WAY MARKER.
 MB2839'
 MB2839'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2839'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
 MB2839'STATION 95 004 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2839'
 MB2839'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2831 ***********************************************************************
 MB2831  DESIGNATION -  95 008 1 P CO
 MB2831  PID         -  MB2831
 MB2831  STATE/COUNTY-  OH/PORTAGE
 MB2831  USGS QUAD   -  TWINSBURG (1984)
 MB2831
 MB2831                         *CURRENT SURVEY CONTROL
 MB2831  ___________________________________________________________________
 MB2831* NAD 83(1995)-  41 20 44.46145(N)    081 22 31.91648(W)     ADJUSTED  
 MB2831* NAVD 88     -       312.1    (meters)    1024.     (feet)  VERTCON   
 MB2831  ___________________________________________________________________
 MB2831  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 MB2831  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB2831
 MB2831  HORZ ORDER  -  SECOND
 MB2831
 MB2831.The horizontal coordinates were established by classical geodetic methods
 MB2831.and adjusted by the National Geodetic Survey in April 1998..
 MB2831
 MB2831.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2831
 MB2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2831
 MB2831.The geoid height was determined by GEOID03.
 MB2831
 MB2831;                    North         East     Units Scale Factor Converg.
 MB2831;SPC OH N     -   187,056.214   694,104.048   MT  0.99995088   +0 44 19.4
 MB2831;UTM  17      - 4,577,200.406   468,582.710   MT  0.99961215   -0 14 53.1
 MB2831
 MB2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2831!SPC OH N     -   0.99995634  x   0.99995088  =   0.99990723
 MB2831!UTM  17      -   0.99995634  x   0.99961215  =   0.99956851
 MB2831
 MB2831:                Primary Azimuth Mark                     Grid Az
 MB2831:SPC OH N     -  95 001 2                                 269 51 16.7
 MB2831:UTM  17      -  95 001 2                                 270 50 29.2
 MB2831
 MB2831|---------------------------------------------------------------------|
 MB2831| PID    Reference Object                     Distance      Geod. Az  |
 MB2831|                                                           dddmmss.s |
 MB2831| MB2837 95 001 2                            APPROX. 1.4 KM 2703536.1 |
 MB2831|---------------------------------------------------------------------|
 MB2831
 MB2831                          SUPERSEDED SURVEY CONTROL
 MB2831
 MB2831  NAD 83(1986)-  41 20 44.47124(N)    081 22 31.91555(W) AD(       ) 2
 MB2831  NAD 27      -  41 20 44.27212(N)    081 22 32.53082(W) AD(       ) 2
 MB2831  NGVD 29 (07/19/86)  312.3    (m)         1025.     (f) VERT ANG       
 MB2831
 MB2831.Superseded values are not recommended for survey control.
 MB2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2831.See file dsdata.txt to determine how the superseded data were derived.
 MB2831
 MB2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6858377200(NAD 83)
 MB2831_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2831+STABILITY: SURFACE MOTION
 MB2831
 MB2831  HISTORY     - Date     Condition        Report By
 MB2831  HISTORY     - 1977     MONUMENTED       OH-133
 MB2831
 MB2831                          STATION DESCRIPTION
 MB2831
 MB2831'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2831'THE STATION IS ABOUT 4-1/4 MILES NORTHEAST OF TWINSBURG, 3-1/2
 MB2831'MILES SOUTHEAST OF BAINBRIDGE, 2-1/4 MILES NORTHWEST OF AURORA,
 MB2831'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 43.
 MB2831'
 MB2831'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2831'AND 43 IN AURORA, GO NORTHWEST ON STATE ROUTE 43 FOR 2.05 MILES
 MB2831'TO THE INTERSECTION OF SEAWORLD DRIVE.  CONTINUE NORTHWEST ON
 MB2831'STATE ROUTE 43 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 MB2831'
 MB2831'STATION MARK, STAMPED---95-008-1 1977---, IS A PORTAGE COUNTY
 MB2831'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2831'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 133.1 FEET
 MB2831'SOUTHWEST OF AN 8-INCH OAK TREE, 127.4 FEET SOUTH-SOUTHWEST OF
 MB2831'A 10-INCH OAK TREE, 115.2 FEET SOUTHEAST OF TELEPHONE POLE
 MB2831'NUMBER 2K-82, 27.7 FEET EAST OF THE CENTERLINE OF STATE ROUTE
 MB2831'43, AND 25.9 FEET NORTHWEST OF A TELEPHONE POLE.
 MB2831'
 MB2831'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2831'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2831'STATIONS 95 001 2 P CO AND 95 008 2 P CO CAN BE USED AS
 MB2831'AZIMUTH MARKS.
 MB2831'
 MB2831'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2815 ***********************************************************************
 MB2815  DESIGNATION -  95 008 2 P CO
 MB2815  PID         -  MB2815
 MB2815  STATE/COUNTY-  OH/PORTAGE
 MB2815  USGS QUAD   -  AURORA (1964)
 MB2815
 MB2815                         *CURRENT SURVEY CONTROL
 MB2815  ___________________________________________________________________
 MB2815* NAD 83(1995)-  41 20 34.40713(N)    081 22 09.93188(W)     ADJUSTED  
 MB2815* NAVD 88     -       328.1    (meters)    1076.     (feet)  VERTCON   
 MB2815  ___________________________________________________________________
 MB2815  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 MB2815  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB2815
 MB2815  HORZ ORDER  -  SECOND
 MB2815
 MB2815.The horizontal coordinates were established by classical geodetic methods
 MB2815.and adjusted by the National Geodetic Survey in April 1998..
 MB2815
 MB2815.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2815
 MB2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2815
 MB2815.The geoid height was determined by GEOID03.
 MB2815
 MB2815;                    North         East     Units Scale Factor Converg.
 MB2815;SPC OH N     -   186,752.685   694,619.107   MT  0.99995065   +0 44 33.8
 MB2815;UTM  17      - 4,576,888.158   469,092.292   MT  0.99961176   -0 14 38.5
 MB2815
 MB2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2815!SPC OH N     -   0.99995383  x   0.99995065  =   0.99990449
 MB2815!UTM  17      -   0.99995383  x   0.99961176  =   0.99956561
 MB2815
 MB2815:                Primary Azimuth Mark                     Grid Az
 MB2815:SPC OH N     -  95 008 3 P CO                            153 03 07.0
 MB2815:UTM  17      -  95 008 3 P CO                            154 02 19.3
 MB2815
 MB2815|---------------------------------------------------------------------|
 MB2815| PID    Reference Object                     Distance      Geod. Az  |
 MB2815|                                                           dddmmss.s |
 MB2815| MB2813 95 008 3 P CO                       APPROX. 0.5 KM 1534740.8 |
 MB2815| MB2831 95 008 1 P CO                       APPROX. 0.6 KM 3011514.4 |
 MB2815|---------------------------------------------------------------------|
 MB2815
 MB2815                          SUPERSEDED SURVEY CONTROL
 MB2815
 MB2815  NAD 83(1986)-  41 20 34.41686(N)    081 22 09.93098(W) AD(       ) 2
 MB2815  NAD 27      -  41 20 34.21764(N)    081 22 10.54696(W) AD(       ) 2
 MB2815  NGVD 29 (07/19/86)  328.3    (m)         1077.     (f) VERT ANG       
 MB2815
 MB2815.Superseded values are not recommended for survey control.
 MB2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2815.See file dsdata.txt to determine how the superseded data were derived.
 MB2815
 MB2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6909276888(NAD 83)
 MB2815_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2815+STABILITY: SURFACE MOTION
 MB2815
 MB2815  HISTORY     - Date     Condition        Report By
 MB2815  HISTORY     - 1977     MONUMENTED       OH-133
 MB2815
 MB2815                          STATION DESCRIPTION
 MB2815
 MB2815'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2815'THE STATION IS ABOUT 4-1/4 MILES NORTHEAST OF TWINSBURG, 3-1/2
 MB2815'MILES SOUTHEAST OF BAINBRIDGE, 2 MILES NORTHWEST OF AURORA, AND
 MB2815'ON THE RIGHT-OF-WAY OF STATE ROUTE 43.
 MB2815'
 MB2815'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2815'AND 82 IN AURORA, GO NORTHWEST ON STATE ROUTE 43 FOR 2.05 MILES
 MB2815'TO THE INTERSECTION OF SEA WORLD DRIVE AND THE STATION OF THE
 MB2815'NORTH SIDE OF SEA WORLD DRIVE.
 MB2815'
 MB2815'STATION MARK, STAMPED---95-008-2 1977---, IS A PORTAGE COUNTY
 MB2815'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2815'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS ON A BANK IN THE
 MB2815'NORTHERN MOST CORNER OF THE INTERSECTION OF STATE ROUTE 43 AND
 MB2815'SEA WORLD DRIVE, 71.7 FEET NORTH OF A MONUMENT BOX IN
 MB2815'THE CENTER OF STATE ROUTE 43, 34.2 FEET SOUTHWEST OF A 6-INCH
 MB2815'PINE TREE, 33.0 FEET WEST-SOUTHWEST OF TELEPHONE AND POWER POLE
 MB2815'NUMBER 3-45, 18.9 FEET SOUTHEAST OF A TELEPHONE POLE, AND 14.9
 MB2815'FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NUMBER 25/4.
 MB2815'
 MB2815'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2815'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2815'STATIONS 95 008 1 P CO AND 95 008 3 P CO CAN BE USED AS
 MB2815'AZIMUTH MARKS.
 MB2815'
 MB2815'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2813 ***********************************************************************
 MB2813  DESIGNATION -  95 008 3 P CO
 MB2813  PID         -  MB2813
 MB2813  STATE/COUNTY-  OH/PORTAGE
 MB2813  USGS QUAD   -  AURORA (1964)
 MB2813
 MB2813                         *CURRENT SURVEY CONTROL
 MB2813  ___________________________________________________________________
 MB2813* NAD 83(1995)-  41 20 18.46269(N)    081 21 59.51966(W)     ADJUSTED  
 MB2813* NAVD 88     -       323.4    (meters)    1061.     (feet)  VERTCON   
 MB2813  ___________________________________________________________________
 MB2813  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 MB2813  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB2813
 MB2813  HORZ ORDER  -  SECOND
 MB2813
 MB2813.The horizontal coordinates were established by classical geodetic methods
 MB2813.and adjusted by the National Geodetic Survey in April 1998..
 MB2813
 MB2813.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2813
 MB2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2813
 MB2813.The geoid height was determined by GEOID03.
 MB2813
 MB2813;                    North         East     Units Scale Factor Converg.
 MB2813;SPC OH N     -   186,264.005   694,867.544   MT  0.99995028   +0 44 40.7
 MB2813;UTM  17      - 4,576,395.438   469,332.196   MT  0.99961157   -0 14 31.6
 MB2813
 MB2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2813!SPC OH N     -   0.99995457  x   0.99995028  =   0.99990485
 MB2813!UTM  17      -   0.99995457  x   0.99961157  =   0.99956616
 MB2813
 MB2813:                Primary Azimuth Mark                     Grid Az
 MB2813:SPC OH N     -  95 016 1 P CO                            153 04 24.9
 MB2813:UTM  17      -  95 016 1 P CO                            154 03 37.2
 MB2813
 MB2813|---------------------------------------------------------------------|
 MB2813| PID    Reference Object                     Distance      Geod. Az  |
 MB2813|                                                           dddmmss.s |
 MB2813| MB2807 95 016 1 P CO                       APPROX. 1.2 KM 1534905.6 |
 MB2813| MB2815 95 008 2 P CO                       APPROX. 0.5 KM 3334747.7 |
 MB2813|---------------------------------------------------------------------|
 MB2813
 MB2813                          SUPERSEDED SURVEY CONTROL
 MB2813
 MB2813  NAD 83(1986)-  41 20 18.47239(N)    081 21 59.51883(W) AD(       ) 2
 MB2813  NAD 27      -  41 20 18.27301(N)    081 22 00.13514(W) AD(       ) 2
 MB2813  NGVD 29 (07/19/86)  323.6    (m)         1062.     (f) VERT ANG       
 MB2813
 MB2813.Superseded values are not recommended for survey control.
 MB2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2813.See file dsdata.txt to determine how the superseded data were derived.
 MB2813
 MB2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6933276395(NAD 83)
 MB2813_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2813+STABILITY: SURFACE MOTION
 MB2813
 MB2813  HISTORY     - Date     Condition        Report By
 MB2813  HISTORY     - 1977     MONUMENTED       OH-133
 MB2813
 MB2813                          STATION DESCRIPTION
 MB2813
 MB2813'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2813'THE STATION IS ABOUT 4-1/4 MILES NORTHEAST OF TWINSBURG, 3-3/4
 MB2813'MILES SOUTHEAST OF BAINBRIDGE, 1-3/4 MILES NORTHWEST OF AURORA,
 MB2813'AND ON THE RIGHT-OF-WAY OF STATE ROUTE 43.
 MB2813'
 MB2813'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2813'AND 82 IN AURORA, GO NORTHWEST ON STATE ROUTE 43 FOR 1.7 MILES
 MB2813'TO THE T-INTERSECTION OF AURORA LAKE ROAD AND THE STATION ON A
 MB2813'TRAFFIC ISLAND IN THE INTERSECTION.
 MB2813'
 MB2813'STATION MARK, STAMPED---95-008-3 1977---, IS A PORTAGE COUNTY
 MB2813'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2813'POST THAT IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2813'77.8 FEET EAST-SOUTHEAST OF TELEPHONE AND POWER POLE NUMBER
 MB2813'3-40, 55.6 FEET NORTHEAST OF A SPIKE IN A 12-INCH WILD
 MB2813'CHERRY TREE, 54.5 FEET SOUTHEAST OF TELEPHONE AND POWER POLE
 MB2813'NUMBER 70 K 1, 19.4 FEET WEST OF THE CENTER OF THE INTERSECTION
 MB2813'OF STATE ROUTE 43 AND AURORA LAKE ROAD, AND 6.8 FEET EAST OF
 MB2813'POWER POLE NUMBER AU 2349.
 MB2813'
 MB2813'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2813'LIGHT ABOVE STATION MARK WAS 1.7 METERS.
 MB2813'STATIONS 95 016 1 P CO AND 95 008 2 P CO CAN BE USED AS
 MB2813'AZIMUTH MARKS.
 MB2813'
 MB2813'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2810 ***********************************************************************
 MB2810  DESIGNATION -  95 010 1 P CO
 MB2810  PID         -  MB2810
 MB2810  STATE/COUNTY-  OH/PORTAGE
 MB2810  USGS QUAD   -  AURORA (1964)
 MB2810
 MB2810                         *CURRENT SURVEY CONTROL
 MB2810  ___________________________________________________________________
 MB2810* NAD 83(1995)-  41 19 25.11194(N)    081 21 37.69666(W)     ADJUSTED  
 MB2810* NAVD 88     -       344.6    (meters)    1131.     (feet)  VERTCON   
 MB2810  ___________________________________________________________________
 MB2810  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 MB2810  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2810
 MB2810  HORZ ORDER  -  SECOND
 MB2810
 MB2810.The horizontal coordinates were established by classical geodetic methods
 MB2810.and adjusted by the National Geodetic Survey in April 1998..
 MB2810
 MB2810.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2810
 MB2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2810
 MB2810.The geoid height was determined by GEOID03.
 MB2810
 MB2810;                    North         East     Units Scale Factor Converg.
 MB2810;SPC OH N     -   184,624.964   695,396.384   MT  0.99994909   +0 44 55.0
 MB2810;UTM  17      - 4,574,748.092   469,832.563   MT  0.99961120   -0 14 16.9
 MB2810
 MB2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2810!SPC OH N     -   0.99995124  x   0.99994909  =   0.99990033
 MB2810!UTM  17      -   0.99995124  x   0.99961120  =   0.99956246
 MB2810
 MB2810:                Primary Azimuth Mark                     Grid Az
 MB2810:SPC OH N     -  95 016 1 P CO                            000 11 07.9
 MB2810:UTM  17      -  95 016 1 P CO                            001 10 19.8
 MB2810
 MB2810|---------------------------------------------------------------------|
 MB2810| PID    Reference Object                     Distance      Geod. Az  |
 MB2810|                                                           dddmmss.s |
 MB2810| MB2807 95 016 1 P CO                       APPROX. 0.6 KM 0005602.9 |
 MB2810| MB2808 95 017 2 P CO                       401.367 METERS 0011549.9 |
 MB2810| MB2806 95 017 1 P CO                       APPROX. 0.5 KM 1783836.7 |
 MB2810|---------------------------------------------------------------------|
 MB2810
 MB2810                          SUPERSEDED SURVEY CONTROL
 MB2810
 MB2810  NAD 83(1986)-  41 19 25.12154(N)    081 21 37.69605(W) AD(       ) 2
 MB2810  NAD 27      -  41 19 24.92162(N)    081 21 38.31304(W) AD(       ) 2
 MB2810  NGVD 29 (07/19/86)  344.8    (m)         1131.     (f) VERT ANG       
 MB2810
 MB2810.Superseded values are not recommended for survey control.
 MB2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2810.See file dsdata.txt to determine how the superseded data were derived.
 MB2810
 MB2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6983374748(NAD 83)
 MB2810_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2810+STABILITY: SURFACE MOTION
 MB2810
 MB2810  HISTORY     - Date     Condition        Report By
 MB2810  HISTORY     - 1977     MONUMENTED       OH-133
 MB2810
 MB2810                          STATION DESCRIPTION
 MB2810
 MB2810'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2810'THE STATION IS ABOUT 4-1/2 MILES EAST-NORTHEAST OF TWINSBURG,
 MB2810'4-1/2 MILES SOUTH-SOUTHWEST OF BAINBRIDGE, 1/2 MILE NORTHWEST
 MB2810'OF AURORA, AND ON THE RIGHT-OF-WAY OF BISSELL ROAD.
 MB2810'
 MB2810'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2810'AND 43 IN AURORA, GO WEST ON STATE ROUTE 82 FOR 0.55 MILE TO
 MB2810'THE T-INTERSECTION OF BISSELL ROAD.  TURN RIGHT AND GO NORTH ON
 MB2810'BISSELL ROAD FOR 0.1 MILE TO AZIMUTH MARK 95 017 1 P CO ON THE
 MB2810'RIGHT.  CONTINUE NORTH ON BISSELL ROAD FOR 0.35 MILE TO THE
 MB2810'STATION ON THE LEFT.
 MB2810'
 MB2810'STATION MARKS, STAMPED---95-010-1 1977---, ARE PORTAGE COUNTY
 MB2810'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2810'CYLINDRICAL CONCRETE POST THAT IS 12 INCHES BELOW THE
 MB2810'GROUND SURFACE.  IT IS WEST OF A HOUSE, ADDRESS NUMBER
 MB2810'230, 147.2 FEET NORTH-NORTHWEST OF A PINE SAPLING, 55.0 FEET
 MB2810'NORTHWEST OF A 10-INCH LOCUST TREE, 35.1 FEET WEST-SOUTHWEST OF
 MB2810'TELEPHONE AND POWER POLE NUMBER 27 K 16, 13.4 FEET EAST OF A
 MB2810'FENCE LINE, AND 11.7 FEET WEST OF THE CENTERLINE OF BISSELL
 MB2810'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MB2810'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2810'
 MB2810'AZIMUTH MARK 95 017 1 P CO, STAMPED---95-017-1 1977---, IS A
 MB2810'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2810'CYLINDRICAL CONCRETE POST THAT IS 8 INCHES BELOW THE
 MB2810'GROUND SURFACE.  IT IS 103.5 FEET EAST-NORTHEAST OF THE
 MB2810'SOUTHEAST CORNER OF A HOUSE, ADDRESS NUMBER 55, 81.8 FEET SOUTH
 MB2810'OF TELEPHONE AND POWER POLE NUMBER 27 K 5, 36.4 FEET NORTHWEST
 MB2810'OF A PINE TREE, AND 11.8 FEET EAST OF THE CENTERLINE OF BISSELL
 MB2810'ROAD.
 MB2810'
 MB2810'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2810'LIGHT ABOVE STATION MARK WAS 1.8 METERS.
 MB2810'STATION 95 017 2 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2810'
 MB2810'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2816 ***********************************************************************
 MB2816  DESIGNATION -  95 011 1 P CO
 MB2816  PID         -  MB2816
 MB2816  STATE/COUNTY-  OH/PORTAGE
 MB2816  USGS QUAD   -  AURORA (1964)
 MB2816
 MB2816                         *CURRENT SURVEY CONTROL
 MB2816  ___________________________________________________________________
 MB2816* NAD 83(1995)-  41 18 42.28233(N)    081 22 15.93151(W)     ADJUSTED  
 MB2816* NAVD 88     -       321.     (meters)    1053.     (feet)  VERTCON   
 MB2816  ___________________________________________________________________
 MB2816  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 MB2816  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2816
 MB2816  HORZ ORDER  -  SECOND
 MB2816
 MB2816.The horizontal coordinates were established by classical geodetic methods
 MB2816.and adjusted by the National Geodetic Survey in April 1998..
 MB2816
 MB2816.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2816
 MB2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2816
 MB2816.The geoid height was determined by GEOID03.
 MB2816
 MB2816;                    North         East     Units Scale Factor Converg.
 MB2816;SPC OH N     -   183,292.286   694,524.408   MT  0.99994819   +0 44 29.9
 MB2816;UTM  17      - 4,573,431.070   468,938.071   MT  0.99961187   -0 14 41.9
 MB2816
 MB2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2816!SPC OH N     -   0.99995497  x   0.99994819  =   0.99990316
 MB2816!UTM  17      -   0.99995497  x   0.99961187  =   0.99956686
 MB2816
 MB2816                          SUPERSEDED SURVEY CONTROL
 MB2816
 MB2816  NAD 83(1986)-  41 18 42.29202(N)    081 22 15.93107(W) AD(       ) 2
 MB2816  NAD 27      -  41 18 42.09165(N)    081 22 16.54681(W) AD(       ) 2
 MB2816  NGVD 29 (07/19/86)  321.     (m)         1053.     (f) VERT ANG       
 MB2816
 MB2816.Superseded values are not recommended for survey control.
 MB2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2816.See file dsdata.txt to determine how the superseded data were derived.
 MB2816
 MB2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6893873431(NAD 83)
 MB2816_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2816+STABILITY: SURFACE MOTION
 MB2816
 MB2816  HISTORY     - Date     Condition        Report By
 MB2816  HISTORY     - 1977     MONUMENTED       OH-133
 MB2816
 MB2816                          STATION DESCRIPTION
 MB2816
 MB2816'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2816'THE STATION IS ABOUT 10-3/4 MILES SOUTHWEST OF BAINBRIDGE,
 MB2816'6-3/4 MILES EAST OF TWINSBURG, 1-1/4 MILES WEST-SOUTHWEST OF
 MB2816'AURORA, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 82.
 MB2816'
 MB2816'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2816'AND 82 IN AURORA, GO WEST ON STATE ROUTE 82 FOR 1.35 MILES TO
 MB2816'THE Y-INTERSECTION OF WEST PIONEER TRAIL AND THE STATION ON
 MB2816'THE SOUTHEAST CORNER OF THE INTERSECTION.
 MB2816'
 MB2816'STATION MARK, STAMPED---95-011-1 1977---, IS A PORTAGE COUNTY
 MB2816'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2816'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 81.2 FEET
 MB2816'SOUTH-SOUTHWEST OF GUY POLE NUMBER AU 2797, 54.0 FEET SOUTH OF
 MB2816'TELEPHONE POLE NUMBER 1 K 52, 34.3 FEET WEST OF POWER POLE NUMBER
 MB2816'AU 52, AND 28.7 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 82.
 MB2816'
 MB2816'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2816'LIGHT ABOVE STATION MARK WAS 1.2 METERS.
 MB2816'STATION 95 004 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2816'
 MB2816'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2811 ***********************************************************************
 MB2811  DESIGNATION -  95 013 1 P CO
 MB2811  PID         -  MB2811
 MB2811  STATE/COUNTY-  OH/PORTAGE
 MB2811  USGS QUAD   -  AURORA (1964)
 MB2811
 MB2811                         *CURRENT SURVEY CONTROL
 MB2811  ___________________________________________________________________
 MB2811* NAD 83(1995)-  41 17 38.94123(N)    081 21 41.25193(W)     ADJUSTED  
 MB2811* NAVD 88     -       331.     (meters)    1086.     (feet)  VERTCON   
 MB2811  ___________________________________________________________________
 MB2811  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 MB2811  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2811
 MB2811  HORZ ORDER  -  SECOND
 MB2811
 MB2811.The horizontal coordinates were established by classical geodetic methods
 MB2811.and adjusted by the National Geodetic Survey in April 1998..
 MB2811
 MB2811.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2811
 MB2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2811
 MB2811.The geoid height was determined by GEOID03.
 MB2811
 MB2811;                    North         East     Units Scale Factor Converg.
 MB2811;SPC OH N     -   181,348.971   695,356.467   MT  0.99994693   +0 44 52.7
 MB2811;UTM  17      - 4,571,474.374   469,736.279   MT  0.99961127   -0 14 18.7
 MB2811
 MB2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2811!SPC OH N     -   0.99995340  x   0.99994693  =   0.99990033
 MB2811!UTM  17      -   0.99995340  x   0.99961127  =   0.99956469
 MB2811
 MB2811                          SUPERSEDED SURVEY CONTROL
 MB2811
 MB2811  NAD 83(1986)-  41 17 38.95059(N)    081 21 41.25181(W) AD(       ) 2
 MB2811  NAD 27      -  41 17 38.74985(N)    081 21 41.86865(W) AD(       ) 2
 MB2811  NGVD 29 (07/19/86)  331.     (m)         1086.     (f) VERT ANG       
 MB2811
 MB2811.Superseded values are not recommended for survey control.
 MB2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2811.See file dsdata.txt to determine how the superseded data were derived.
 MB2811
 MB2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6973671474(NAD 83)
 MB2811_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2811+STABILITY: SURFACE MOTION
 MB2811
 MB2811  HISTORY     - Date     Condition        Report By
 MB2811  HISTORY     - 1977     MONUMENTED       OH-133
 MB2811
 MB2811                          STATION DESCRIPTION
 MB2811
 MB2811'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2811'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF HUDSON, 4 MILES
 MB2811'NORTHWEST OF STREETSBORO, 1-3/4 MILES SOUTHWEST OF AURORA, AND
 MB2811'ON THE RIGHT-OF-WAY OF BISSELL ROAD.
 MB2811'
 MB2811'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2811'AND 43 IN STREETSBORO, GO NORTH ON STATE ROUTE 43
 MB2811'FOR 3.65 MILES TO THE INTERSECTION OF WEST MENNONITE ROAD.
 MB2811'TURN LEFT AND GO WEST FOR 0.85 MILE TO THE T-INTERSECTION OF
 MB2811'HUDSON-AURORA ROAD.  TURN RIGHT ON HUDSON-AURORA ROAD AND GO
 MB2811'NORTH FOR 0.2 MILE TO THE STATION ON THE LEFT JUST BEFORE THE
 MB2811'Y-INTERSECTION OF BISSELL ROAD.
 MB2811'
 MB2811'STATION MARK, STAMPED---95-013-1 1977---, IS A PORTAGE COUNTY
 MB2811'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2811'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 145.7 FEET
 MB2811'SOUTH-SOUTHWEST OF POWER POLE NUMBER 2-45, 119.3 FEET
 MB2811'NORTH-NORTHWEST OF A POWER POLE, 84.7 FEET WEST OF POWER POLE
 MB2811'NUMBER 21K40, 51.8 FEET SOUTHEAST OF A 3-INCH MAPLE TREE, 41.3
 MB2811'FEET NORTHEAST OF A 4-INCH MAPLE TREE, AND 21.2 FEET WEST OF
 MB2811'THE CENTERLINE OF HUDSON-AURORA ROAD.
 MB2811'
 MB2811'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2811'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2811'STATION 95 020 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2811'
 MB2811'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2807 ***********************************************************************
 MB2807  DESIGNATION -  95 016 1 P CO
 MB2807  PID         -  MB2807
 MB2807  STATE/COUNTY-  OH/PORTAGE
 MB2807  USGS QUAD   -  AURORA (1964)
 MB2807
 MB2807                         *CURRENT SURVEY CONTROL
 MB2807  ___________________________________________________________________
 MB2807* NAD 83(1995)-  41 19 44.36626(N)    081 21 37.28017(W)     ADJUSTED  
 MB2807* NAVD 88     -       347.2    (meters)    1139.     (feet)  VERTCON   
 MB2807  ___________________________________________________________________
 MB2807  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 MB2807  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2807
 MB2807  HORZ ORDER  -  SECOND
 MB2807
 MB2807.The horizontal coordinates were established by classical geodetic methods
 MB2807.and adjusted by the National Geodetic Survey in April 1998..
 MB2807
 MB2807.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2807
 MB2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2807
 MB2807.The geoid height was determined by GEOID03.
 MB2807
 MB2807;                    North         East     Units Scale Factor Converg.
 MB2807;SPC OH N     -   185,219.007   695,398.307   MT  0.99994951   +0 44 55.3
 MB2807;UTM  17      - 4,575,341.813   469,844.711   MT  0.99961119   -0 14 16.7
 MB2807
 MB2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2807!SPC OH N     -   0.99995083  x   0.99994951  =   0.99990035
 MB2807!UTM  17      -   0.99995083  x   0.99961119  =   0.99956204
 MB2807
 MB2807|---------------------------------------------------------------------|
 MB2807| PID    Reference Object                     Distance      Geod. Az  |
 MB2807|                                                           dddmmss.s |
 MB2807| MB2808 95 017 2 P CO                       192.729 METERS 18015     |
 MB2807| MB2810 95 010 1 P CO                       APPROX. 0.6 KM 1805603.2 |
 MB2807|---------------------------------------------------------------------|
 MB2807
 MB2807                          SUPERSEDED SURVEY CONTROL
 MB2807
 MB2807  NAD 83(1986)-  41 19 44.37592(N)    081 21 37.27947(W) AD(       ) 2
 MB2807  NAD 27      -  41 19 44.17617(N)    081 21 37.89649(W) AD(       ) 2
 MB2807  NGVD 29 (07/19/86)  347.4    (m)         1140.     (f) VERT ANG       
 MB2807
 MB2807.Superseded values are not recommended for survey control.
 MB2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2807.See file dsdata.txt to determine how the superseded data were derived.
 MB2807
 MB2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6984575342(NAD 83)
 MB2807_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2807+STABILITY: SURFACE MOTION
 MB2807
 MB2807  HISTORY     - Date     Condition        Report By
 MB2807  HISTORY     - 1977     MONUMENTED       OH-133
 MB2807
 MB2807                          STATION DESCRIPTION
 MB2807
 MB2807'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2807'THE STATION IS ABOUT 4-1/4 MILES NORTHEAST OF TWINSBURG, 2-1/4
 MB2807'MILES SOUTH OF BAINBRIDGE, 1-3/4 MILES NORTHWEST OF AURORA, AND
 MB2807'ON THE RIGHT-OF-WAY OF STATE ROUTE 43.
 MB2807'
 MB2807'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2807'AND 82 IN AURORA, GO NORTHWEST ON STATE ROUTE 43 FOR 0.95 MILE
 MB2807'TO THE T-INTERSECTION OF BISSELL ROAD AND THE STATION IN THE
 MB2807'ROAD SURFACE.
 MB2807'
 MB2807'STATION MARK, STAMPED---95-016-1 1977---, IS A PORTAGE COUNTY
 MB2807'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2807'POST THAT IS 3 INCHES BELOW THE ROAD SURFACE.  IT IS
 MB2807'75.9 FEET EAST-SOUTHEAST OF A NAIL IN TELEPHONE AND
 MB2807'POWER POLE NUMBER AU 502, 53.0 FEET NORTHWEST OF TELEPHONE POLE
 MB2807'NUMBER 1-35, 42.5 FEET SOUTHWEST OF A FIRE HYDRANT, AND 15.4
 MB2807'FEET WEST OF THE CENTERLINE OF STATE ROUTE 43.
 MB2807'
 MB2807'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2807'LIGHT ABOVE STATION MARK WAS 3.6 METERS.
 MB2807'STATIONS 95 017 2 P CO, 95 010 1 P CO, AND 95 008 3 P CO
 MB2807'CAN BE USED AS AZIMUTH MARKS.
 MB2807'
 MB2807'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2806 ***********************************************************************
 MB2806  DESIGNATION -  95 017 1 P CO
 MB2806  PID         -  MB2806
 MB2806  STATE/COUNTY-  OH/PORTAGE
 MB2806  USGS QUAD   -  AURORA (1964)
 MB2806
 MB2806                         *CURRENT SURVEY CONTROL
 MB2806  ___________________________________________________________________
 MB2806* NAD 83(1995)-  41 19 08.29045(N)    081 21 37.16831(W)     ADJUSTED  
 MB2806* NAVD 88     -       338.     (meters)    1109.     (feet)  VERTCON   
 MB2806  ___________________________________________________________________
 MB2806  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 MB2806  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2806
 MB2806  HORZ ORDER  -  SECOND
 MB2806
 MB2806.The horizontal coordinates were established by classical geodetic methods
 MB2806.and adjusted by the National Geodetic Survey in April 1998..
 MB2806
 MB2806.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2806
 MB2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2806
 MB2806.The geoid height was determined by GEOID03.
 MB2806
 MB2806;                    North         East     Units Scale Factor Converg.
 MB2806;SPC OH N     -   184,106.252   695,415.450   MT  0.99994873   +0 44 55.4
 MB2806;UTM  17      - 4,574,229.304   469,842.692   MT  0.99961119   -0 14 16.5
 MB2806
 MB2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2806!SPC OH N     -   0.99995231  x   0.99994873  =   0.99990104
 MB2806!UTM  17      -   0.99995231  x   0.99961119  =   0.99956351
 MB2806
 MB2806                          SUPERSEDED SURVEY CONTROL
 MB2806
 MB2806  NAD 83(1986)-  41 19 08.30006(N)    081 21 37.16777(W) AD(       ) 2
 MB2806  NAD 27      -  41 19 08.09996(N)    081 21 37.78477(W) AD(       ) 2
 MB2806  NGVD 29 (07/19/86)  338.     (m)         1109.     (f) VERT ANG       
 MB2806
 MB2806.Superseded values are not recommended for survey control.
 MB2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2806.See file dsdata.txt to determine how the superseded data were derived.
 MB2806
 MB2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6984374229(NAD 83)
 MB2806_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2806+STABILITY: SURFACE MOTION
 MB2806
 MB2806  HISTORY     - Date     Condition        Report By
 MB2806  HISTORY     - 1977     MONUMENTED       OH-133
 MB2806
 MB2806                          STATION DESCRIPTION
 MB2806
 MB2806'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2806'THE STATION IS ABOUT 4-1/2 MILES EAST-NORTHEAST OF TWINSBURG,
 MB2806'4-1/2 MILES SOUTH-SOUTHWEST OF BAINBRIDGE, 1/2 MILE EAST OF
 MB2806'AURORA, AND ON THE RIGHT-OF-WAY OF BISSELL ROAD.
 MB2806'
 MB2806'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2806'AND 43 IN AURORA, GO WEST ON STATE ROUTE 82 FOR 0.55 MILE TO
 MB2806'THE T-INTERSECTION OF BISSELL ROAD.  TURN RIGHT AND GO NORTH ON
 MB2806'BISSELL ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 MB2806'
 MB2806'STATION MARK, STAMPED---95-017-1 1977---, IS A PORTAGE COUNTY
 MB2806'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2806'POST THAT IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS
 MB2806'103.5 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 MB2806'ADDRESS NUMBER 55, 81.8 FEET SOUTH OF TELEPHONE AND POWER POLE
 MB2806'NUMBER 27 K 5, 36.4 FEET NORTHWEST OF A PINE TREE, AND 11.8
 MB2806'FEET EAST OF THE CENTERLINE OF BISSELL ROAD.
 MB2806'
 MB2806'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2806'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2806'STATION 95 010 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2806'
 MB2806'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2808 ***********************************************************************
 MB2808  DESIGNATION -  95 017 2 P CO
 MB2808  PID         -  MB2808
 MB2808  STATE/COUNTY-  OH/PORTAGE
 MB2808  USGS QUAD   -  AURORA (1964)
 MB2808
 MB2808                         *CURRENT SURVEY CONTROL
 MB2808  ___________________________________________________________________
 MB2808* NAD 83(1995)-  41 19 38.11904(N)    081 21 37.31597(W)     ADJUSTED  
 MB2808* NAVD 88     -       347.1    (meters)    1139.     (feet)  VERTCON   
 MB2808  ___________________________________________________________________
 MB2808  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 MB2808  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2808
 MB2808  HORZ ORDER  -  SECOND
 MB2808
 MB2808.The horizontal coordinates were established by classical geodetic methods
 MB2808.and adjusted by the National Geodetic Survey in April 1998..
 MB2808
 MB2808.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2808
 MB2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2808
 MB2808.The geoid height was determined by GEOID03.
 MB2808
 MB2808;                    North         East     Units Scale Factor Converg.
 MB2808;SPC OH N     -   185,026.295   695,399.993   MT  0.99994938   +0 44 55.3
 MB2808;UTM  17      - 4,575,149.165   469,843.079   MT  0.99961119   -0 14 16.7
 MB2808
 MB2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2808!SPC OH N     -   0.99995085  x   0.99994938  =   0.99990023
 MB2808!UTM  17      -   0.99995085  x   0.99961119  =   0.99956206
 MB2808
 MB2808|---------------------------------------------------------------------|
 MB2808| PID    Reference Object                     Distance      Geod. Az  |
 MB2808|                                                           dddmmss.s |
 MB2808| MB2807 95 016 1 P CO                       192.729 METERS 00015     |
 MB2808| MB2810 95 010 1 P CO                       401.367 METERS 1811550.2 |
 MB2808|---------------------------------------------------------------------|
 MB2808
 MB2808                          SUPERSEDED SURVEY CONTROL
 MB2808
 MB2808  NAD 83(1986)-  41 19 38.12865(N)    081 21 37.31530(W) AD(       ) 2
 MB2808  NAD 27      -  41 19 37.92887(N)    081 21 37.93231(W) AD(       ) 2
 MB2808  NGVD 29 (07/19/86)  347.3    (m)         1139.     (f) VERT ANG       
 MB2808
 MB2808.Superseded values are not recommended for survey control.
 MB2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2808.See file dsdata.txt to determine how the superseded data were derived.
 MB2808
 MB2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6984375149(NAD 83)
 MB2808_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2808+STABILITY: SURFACE MOTION
 MB2808
 MB2808  HISTORY     - Date     Condition        Report By
 MB2808  HISTORY     - 1977     MONUMENTED       OH-133
 MB2808
 MB2808                          STATION DESCRIPTION
 MB2808
 MB2808'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2808'THE STATION IS ABOUT 4-1/2 MILES EAST-NORTHEAST OF TWINSBURG,
 MB2808'4-1/4 MILES SOUTH-SOUTHWEST OF BAINBRIDGE, 3/4 MILE NORTHWEST
 MB2808'OF AURORA, AND ON THE RIGHT-OF-WAY OF BISSELL ROAD.
 MB2808'
 MB2808'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2808'AND 82 IN AURORA, GO WEST ON STATE ROUTE 82 FOR 0.55 MILE TO
 MB2808'THE INTERSECTION OF BISSELL ROAD.  TURN RIGHT AND GO NORTH ON
 MB2808'BISSELL ROAD FOR 0.65 MILE TO THE T-INTERSECTION OF ROBIN HOOD
 MB2808'DRIVE AND THE STATION ON THE RIGHT.
 MB2808'
 MB2808'STATION MARK, STAMPED---95-017-2 1977---, IS A PORTAGE COUNTY
 MB2808'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2808'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 124.7 FEET
 MB2808'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, ADDRESS NUMBER
 MB2808'365, ON THE NORTHWEST CORNER OF THE INTERSECTION, 79.3
 MB2808'FEET SOUTH OF THE CENTER OF AN ASPHALT DRIVEWAY, 34.6 FEET
 MB2808'SOUTH-SOUTHWEST OF A FIRE HYDRANT, 38.5 FEET NORTHWEST OF A
 MB2808'30-INCH DOUBLE TRUNKED MAPLE TREE, AND 13.2 FEET EAST OF THE
 MB2808'CENTERLINE OF BISSELL ROAD.
 MB2808'
 MB2808'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2808'LIGHT ABOVE STATION MARK WAS 2.0 METERS.
 MB2808'STATIONS 95 016 1 P CO AND 95 010 1 P CO CAN BE USED AS
 MB2808'AZIMUTH MARKS.
 MB2808'
 MB2808'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2828 ***********************************************************************
 MB2828  DESIGNATION -  95 020 1 P CO
 MB2828  PID         -  MB2828
 MB2828  STATE/COUNTY-  OH/PORTAGE
 MB2828  USGS QUAD   -  AURORA (1964)
 MB2828
 MB2828                         *CURRENT SURVEY CONTROL
 MB2828  ___________________________________________________________________
 MB2828* NAD 83(1995)-  41 17 24.70762(N)    081 21 41.19077(W)     ADJUSTED  
 MB2828* NAVD 88     -       330.9    (meters)    1086.     (feet)  VERTCON   
 MB2828  ___________________________________________________________________
 MB2828  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 MB2828  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2828
 MB2828  HORZ ORDER  -  SECOND
 MB2828
 MB2828.The horizontal coordinates were established by classical geodetic methods
 MB2828.and adjusted by the National Geodetic Survey in April 1998..
 MB2828
 MB2828.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2828
 MB2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2828
 MB2828.The geoid height was determined by GEOID03.
 MB2828
 MB2828;                    North         East     Units Scale Factor Converg.
 MB2828;SPC OH N     -   180,909.945   695,363.622   MT  0.99994666   +0 44 52.7
 MB2828;UTM  17      - 4,571,035.438   469,735.874   MT  0.99961127   -0 14 18.6
 MB2828
 MB2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2828!SPC OH N     -   0.99995338  x   0.99994666  =   0.99990005
 MB2828!UTM  17      -   0.99995338  x   0.99961127  =   0.99956467
 MB2828
 MB2828|---------------------------------------------------------------------|
 MB2828| PID    Reference Object                     Distance      Geod. Az  |
 MB2828|                                                           dddmmss.s |
 MB2828| MB2812 95 020 2 P CO                       340.796 METERS 18704     |
 MB2828| MB2811 95 013 1 P CO                       439.107 METERS 3594851.6 |
 MB2828|---------------------------------------------------------------------|
 MB2828
 MB2828                          SUPERSEDED SURVEY CONTROL
 MB2828
 MB2828  NAD 83(1986)-  41 17 24.71698(N)    081 21 41.19072(W) AD(       ) 2
 MB2828  NAD 27      -  41 17 24.51608(N)    081 21 41.80753(W) AD(       ) 2
 MB2828  NGVD 29 (07/19/86)  331.1    (m)         1086.     (f) VERT ANG       
 MB2828
 MB2828.Superseded values are not recommended for survey control.
 MB2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2828.See file dsdata.txt to determine how the superseded data were derived.
 MB2828
 MB2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6973671035(NAD 83)
 MB2828_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2828+STABILITY: SURFACE MOTION
 MB2828
 MB2828  HISTORY     - Date     Condition        Report By
 MB2828  HISTORY     - 1977     MONUMENTED       OH-133
 MB2828
 MB2828                          STATION DESCRIPTION
 MB2828
 MB2828'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2828'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF HUDSON, 4 MILES
 MB2828'NORTHWEST OF STREETSBORO, 1-3/4 MILES SOUTHWEST OF AURORA, AND
 MB2828'ON THE RIGHT-OF-WAY OF BISSELL ROAD.
 MB2828'
 MB2828'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2828'AND 43 IN STREETSBORO, GO NORTH ON STATE ROUTE 43
 MB2828'FOR 3.65 MILES TO THE INTERSECTION OF WEST MENNONITE ROAD.
 MB2828'TURN LEFT AND GO WEST FOR 0.85 MILE TO THE T-INTERSECTION OF
 MB2828'HUDSON-AURORA ROAD.  (TURN RIGHT ON HUDSON-AURORA ROAD AND GO
 MB2828'NORTH FOR 0.2 MILE TO AZIMUTH MARK 95 013 1 P CO ON THE LEFT
 MB2828'JUST BEFORE THE Y-INTERSECTION OF BISSELL ROAD.)
 MB2828'TURN
 MB2828'LEFT ON HUDSON-AURORA ROAD AND GO SOUTH FOR 0.1 MILE TO THE
 MB2828'STATION ON THE LEFT.  CONTINUE SOUTH ON HUDSON-AURORA ROAD
 MB2828'FOR 0.2 MILE TO AZIMUTH MARK 95 020 2 P CO ON THE LEFT.
 MB2828'
 MB2828'STATION MARKS, STAMPED---95-020-1 1977---, ARE PORTAGE COUNTY
 MB2828'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2828'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2828'SURFACE.  IT IS 214.6 FEET EAST OF THE SOUTHEAST CORNER OF
 MB2828'A BARN, 196.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 MB2828'ADDRESS NUMBER 990, 57.3 FEET NORTHEAST OF POWER POLE NUMBER
 MB2828'AU 1355, 26.0 FEET EAST OF THE CENTERLINE OF HUDSON-AURORA
 MB2828'ROAD, AND 22.4 FEET SOUTHWEST OF POWER POLE NUMBER 21K48.
 MB2828'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MB2828'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2828'
 MB2828'AZIMUTH MARK 95 013 1 P CO, STAMPED---95-013-1 1977---, IS A
 MB2828'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2828'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2828'SURFACE.  IT IS 145.7 FEET SOUTH-SOUTHWEST OF POWER POLE
 MB2828'NUMBER 2-45, 119.3 FEET NORTH-NORTHWEST OF A POWER POLE, 84.7
 MB2828'FEET WEST OF POWER POLE NUMBER 21K40, 51.8 FEET SOUTHEAST
 MB2828'OF A 3-INCH MAPLE TREE, 41.3 FEET NORTHEAST OF A 4-INCH MAPLE
 MB2828'TREE, AND 21.2 FEET WEST OF THE CENTERLINE OF HUDSON-AURORA
 MB2828'ROAD.
 MB2828'
 MB2828'AZIMUTH MARK 95 020 2 P CO, STAMPED---95-020-2 1977---, IS A
 MB2828'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2828'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2828'SURFACE.  IT IS 117.0 FEET SOUTHEAST OF TELEPHONE AND POWER
 MB2828'POLE NUMBER AU 1358, 114.0 FEET WEST-NORTHWEST OF THE
 MB2828'NORTHWEST CORNER OF A HOUSE, ADDRESS NUMBER 1119, 27.8 FEET
 MB2828'NORTH OF AN 18-INCH MAPLE TREE, 27.2 FEET SOUTH OF POWER POLE
 MB2828'NUMBER 21K54, AND 22.1 FEET EAST OF THE CENTERLINE OF HUDSON-
 MB2828'AURORA ROAD.
 MB2828'
 MB2828'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2828'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2828'
 MB2828'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2812 ***********************************************************************
 MB2812  DESIGNATION -  95 020 2 P CO
 MB2812  PID         -  MB2812
 MB2812  STATE/COUNTY-  OH/PORTAGE
 MB2812  USGS QUAD   -  AURORA (1964)
 MB2812
 MB2812                         *CURRENT SURVEY CONTROL
 MB2812  ___________________________________________________________________
 MB2812* NAD 83(1995)-  41 17 13.74468(N)    081 21 42.99325(W)     ADJUSTED  
 MB2812* NAVD 88     -       330.     (meters)    1083.     (feet)  VERTCON   
 MB2812  ___________________________________________________________________
 MB2812  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 MB2812  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2812
 MB2812  HORZ ORDER  -  SECOND
 MB2812
 MB2812.The horizontal coordinates were established by classical geodetic methods
 MB2812.and adjusted by the National Geodetic Survey in April 1998..
 MB2812
 MB2812.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2812
 MB2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2812
 MB2812.The geoid height was determined by GEOID03.
 MB2812
 MB2812;                    North         East     Units Scale Factor Converg.
 MB2812;SPC OH N     -   180,571.239   695,326.101   MT  0.99994646   +0 44 51.5
 MB2812;UTM  17      - 4,570,697.542   469,692.541   MT  0.99961130   -0 14 19.8
 MB2812
 MB2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2812!SPC OH N     -   0.99995356  x   0.99994646  =   0.99990002
 MB2812!UTM  17      -   0.99995356  x   0.99961130  =   0.99956487
 MB2812
 MB2812                          SUPERSEDED SURVEY CONTROL
 MB2812
 MB2812  NAD 83(1986)-  41 17 13.75405(N)    081 21 42.99326(W) AD(       ) 2
 MB2812  NAD 27      -  41 17 13.55303(N)    081 21 43.60998(W) AD(       ) 2
 MB2812  NGVD 29 (07/19/86)  330.     (m)         1083.     (f) VERT ANG       
 MB2812
 MB2812.Superseded values are not recommended for survey control.
 MB2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2812.See file dsdata.txt to determine how the superseded data were derived.
 MB2812
 MB2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6969370698(NAD 83)
 MB2812_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2812+STABILITY: SURFACE MOTION
 MB2812
 MB2812  HISTORY     - Date     Condition        Report By
 MB2812  HISTORY     - 1977     MONUMENTED       OH-133
 MB2812
 MB2812                          STATION DESCRIPTION
 MB2812
 MB2812'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2812'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF HUDSON, 3-3/4
 MB2812'MILES NORTHWEST OF STREETSBORO, 2 MILES SOUTHWEST OF AURORA,
 MB2812'AND ON THE RIGHT-OF-WAY OF AURORA-HUDSON ROAD.
 MB2812'
 MB2812'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 14
 MB2812'AND 43 IN STREETSBORO, GO NORTH ON STATE ROUTE 43
 MB2812'FOR 3.65 MILES TO THE INTERSECTION OF WEST MENNONITE ROAD.
 MB2812'TURN LEFT AND GO WEST FOR 0.85 MILE TO THE T-INTERSECTION OF
 MB2812'HUDSON-AURORA ROAD.  TURN LEFT ON HUDSON-AURORA ROAD AND GO
 MB2812'SOUTH FOR 0.3 MILE TO THE STATION ON THE LEFT.
 MB2812'
 MB2812'STATION MARK, STAMPED---95-020-2 1977---, IS A PORTAGE COUNTY
 MB2812'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2812'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 117.0 FEET
 MB2812'SOUTHEAST OF TELEPHONE AND POWER POLE NUMBER AU 1358, 114.0
 MB2812'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, ADDRESS
 MB2812'NUMBER 1119, 27.8 FEET NORTH OF AN 18-INCH MAPLE TREE, 27.2
 MB2812'FEET SOUTH OF POWER POLE NUMBER 21K54, AND 22.1 FEET EAST OF
 MB2812'THE CENTERLINE OF HUDSON-AURORA ROAD.
 MB2812'
 MB2812'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2812'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2812'STATION 95 020 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2812'
 MB2812'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2795 ***********************************************************************
 MB2795  DESIGNATION -  95 030 1 P CO
 MB2795  PID         -  MB2795
 MB2795  STATE/COUNTY-  OH/PORTAGE
 MB2795  USGS QUAD   -  AURORA (1964)
 MB2795
 MB2795                         *CURRENT SURVEY CONTROL
 MB2795  ___________________________________________________________________
 MB2795* NAD 83(1995)-  41 19 44.17950(N)    081 19 30.11666(W)     ADJUSTED  
 MB2795* NAVD 88     -       341.     (meters)    1119.     (feet)  VERTCON   
 MB2795  ___________________________________________________________________
 MB2795  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 MB2795  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2795
 MB2795  HORZ ORDER  -  SECOND
 MB2795
 MB2795.The horizontal coordinates were established by classical geodetic methods
 MB2795.and adjusted by the National Geodetic Survey in April 1998..
 MB2795
 MB2795.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2795
 MB2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2795
 MB2795.The geoid height was determined by GEOID03.
 MB2795
 MB2795;                    North         East     Units Scale Factor Converg.
 MB2795;SPC OH N     -   185,252.482   698,355.072   MT  0.99994951   +0 46 18.8
 MB2795;UTM  17      - 4,575,324.378   472,800.611   MT  0.99960910   -0 12 52.7
 MB2795
 MB2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2795!SPC OH N     -   0.99995183  x   0.99994951  =   0.99990135
 MB2795!UTM  17      -   0.99995183  x   0.99960910  =   0.99956095
 MB2795
 MB2795                          SUPERSEDED SURVEY CONTROL
 MB2795
 MB2795  NAD 83(1986)-  41 19 44.18880(N)    081 19 30.11596(W) AD(       ) 2
 MB2795  NAD 27      -  41 19 43.98912(N)    081 19 30.73709(W) AD(       ) 2
 MB2795  NGVD 29 (07/19/86)  341.     (m)         1119.     (f) VERT ANG       
 MB2795
 MB2795.Superseded values are not recommended for survey control.
 MB2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2795.See file dsdata.txt to determine how the superseded data were derived.
 MB2795
 MB2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7280175324(NAD 83)
 MB2795_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2795+STABILITY: SURFACE MOTION
 MB2795
 MB2795  HISTORY     - Date     Condition        Report By
 MB2795  HISTORY     - 1977     MONUMENTED       OH-133
 MB2795
 MB2795                          STATION DESCRIPTION
 MB2795
 MB2795'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2795'THE STATION IS ABOUT 5-3/4 MILES NORTHWEST OF MANTUA CORNERS,
 MB2795'5-1/2 MILES SOUTHEAST OF BAINBRIDGE, 1-1/2 MILES NORTHEAST OF
 MB2795'AURORA, AND ON THE RIGHT-OF-WAY OF EGGLESTON ROAD.
 MB2795'
 MB2795'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2795'AND 306 NORTH IN AURORA, GO EAST ON STATE ROUTE 82 FOR 1.0 MILE
 MB2795'TO THE CREST OF A HILL AND THE T-INTERSECTION OF EGGLESTON
 MB2795'ROAD.  TURN LEFT AND GO NORTH ON EGGLESTON ROAD FOR 0.8 MILE
 MB2795'TO THE STATION ON THE LEFT.
 MB2795'
 MB2795'STATION MARK, STAMPED---95-030-1 1977---, IS A PORTAGE COUNTY
 MB2795'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2795'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 74.6 FEET
 MB2795'SOUTHWEST OF POWER POLE NUMBER AU 739, 46.9 FEET SOUTHEAST OF
 MB2795'TELEPHONE POLE NUMBER 14 K 26, 20.7 FEET EAST-SOUTHEAST OF A
 MB2795'STEEL GAS LAMP POLE, 18.0 FEET SOUTH OF THE CENTER OF A
 MB2795'DRIVEWAY TO A HOUSE, ADDRESS NUMBER 445, AND 10.4 FEET WEST OF
 MB2795'THE CENTERLINE OF EGGLESTON ROAD.
 MB2795'
 MB2795'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2795'LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 MB2795'STATION 95 031 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2795'
 MB2795'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2826 ***********************************************************************
 MB2826  DESIGNATION -  95 031 1 P CO
 MB2826  PID         -  MB2826
 MB2826  STATE/COUNTY-  OH/PORTAGE
 MB2826  USGS QUAD   -  AURORA (1964)
 MB2826
 MB2826                         *CURRENT SURVEY CONTROL
 MB2826  ___________________________________________________________________
 MB2826* NAD 83(1995)-  41 19 31.89816(N)    081 19 31.82996(W)     ADJUSTED  
 MB2826* NAVD 88     -       349.1    (meters)    1145.     (feet)  VERTCON   
 MB2826  ___________________________________________________________________
 MB2826  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 MB2826  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2826
 MB2826  HORZ ORDER  -  SECOND
 MB2826
 MB2826.The horizontal coordinates were established by classical geodetic methods
 MB2826.and adjusted by the National Geodetic Survey in April 1998..
 MB2826
 MB2826.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2826
 MB2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2826
 MB2826.The geoid height was determined by GEOID03.
 MB2826
 MB2826;                    North         East     Units Scale Factor Converg.
 MB2826;SPC OH N     -   184,873.119   698,320.338   MT  0.99994924   +0 46 17.7
 MB2826;UTM  17      - 4,574,945.798   472,759.364   MT  0.99960913   -0 12 53.8
 MB2826
 MB2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2826!SPC OH N     -   0.99995053  x   0.99994924  =   0.99989977
 MB2826!UTM  17      -   0.99995053  x   0.99960913  =   0.99955968
 MB2826
 MB2826|---------------------------------------------------------------------|
 MB2826| PID    Reference Object                     Distance      Geod. Az  |
 MB2826|                                                           dddmmss.s |
 MB2826| MB2795 95 030 1 P CO                       380.969 METERS 00600     |
 MB2826| MB2797 95 031 2 P CO                       419.180 METERS 1822351.9 |
 MB2826| MB2805 AURORA N MUN TANK                   APPROX. 2.8 KM 2754254.9 |
 MB2826|---------------------------------------------------------------------|
 MB2826
 MB2826                          SUPERSEDED SURVEY CONTROL
 MB2826
 MB2826  NAD 83(1986)-  41 19 31.90746(N)    081 19 31.82930(W) AD(       ) 2
 MB2826  NAD 27      -  41 19 31.70765(N)    081 19 32.45038(W) AD(       ) 2
 MB2826  NGVD 29 (07/19/86)  349.3    (m)         1146.     (f) VERT ANG       
 MB2826
 MB2826.Superseded values are not recommended for survey control.
 MB2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2826.See file dsdata.txt to determine how the superseded data were derived.
 MB2826
 MB2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7275974946(NAD 83)
 MB2826_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2826+STABILITY: SURFACE MOTION
 MB2826
 MB2826  HISTORY     - Date     Condition        Report By
 MB2826  HISTORY     - 1977     MONUMENTED       OH-133
 MB2826
 MB2826                          STATION DESCRIPTION
 MB2826
 MB2826'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2826'THE STATION IS ABOUT 5-3/4 MILES NORTHWEST OF MANTUA CORNERS,
 MB2826'5-1/2 MILES SOUTHEAST OF BAINBRIDGE, 1-1/2 MILES NORTHEAST OF
 MB2826'AURORA, AND ON THE RIGHT-OF-WAY OF EGGLESTON ROAD.
 MB2826'
 MB2826'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2826'AND 306 NORTH IN AURORA, GO EAST ON STATE ROUTE 82 FOR 1.0 MILE
 MB2826'TO THE CREST OF A HILL AND THE T-INTERSECTION OF EGGLESTON
 MB2826'ROAD.  TURN LEFT AND GO NORTH ON EGGLESTON ROAD FOR 0.35 MILE
 MB2826'TO AZIMUTH MARK 95 031 2 P CO ON THE RIGHT.  CONTINUE NORTH ON
 MB2826'EGGLESTON ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 MB2826'CONTINUE NORTH ON EGGLESTON ROAD FOR 0.2 MILE TO AZIMUTH MARK
 MB2826'95 030 1 P CO ON THE LEFT.
 MB2826'
 MB2826'STATION MARKS, STAMPED---95-031-1 1977---, ARE PORTAGE COUNTY
 MB2826'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2826'CYLINDRICAL CONCRETE POST THAT IS 4 INCHES BELOW THE
 MB2826'GROUND SURFACE.  IT IS 132.6 FEET NORTHWEST OF THE NORTHWEST
 MB2826'CORNER OF A HOUSE, ADDRESS NUMBER 286, 95.2 FEET NORTH OF
 MB2826'TELEPHONE POLE NUMBER 14 K 18, 50.9 FEET NORTHWEST OF POWER
 MB2826'POLE NUMBER AU 729, 21.4 FEET NORTHEAST OF AN 8-INCH MAPLE
 MB2826'TREE, AND 19.5 FEET WEST OF THE CENTERLINE OF EGGLESTON ROAD.
 MB2826'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MB2826'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2826'
 MB2826'AZIMUTH MARK 95 031 2 P CO, STAMPED---95-031-2 1977---, IS A
 MB2826'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2826'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2826'SURFACE.  IT IS 175.0 FEET SOUTHEAST OF THE NORTHEAST CORNER
 MB2826'OF A ONE STORY WOOD FRAME HOUSE ON THE NORTHWEST CORNER OF THE
 MB2826'T-INTERSECTION OF JACKSON ROAD AND EGGLESTON ROAD, 58.7 FEET
 MB2826'EAST-NORTHEAST OF A TWIN TRUNKED 24-INCH ELM TREE, 42.2 FEET
 MB2826'EAST-SOUTHEAST OF TELEPHONE POLE NUMBER 14 K 11, 21.0 FEET
 MB2826'EAST OF THE CENTERLINE OF EGGLESTON ROAD, 17.7 FEET WEST OF A
 MB2826'30-INCH OAK TREE, AND 16.6 FEET SOUTH OF THE CENTER OF A
 MB2826'LARGE STUMP.
 MB2826'
 MB2826'AZIMUTH MARK 95 030 1 P CO, STAMPED---95-030-1 1977---, IS A
 MB2826'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2826'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2826'SURFACE.  IT IS 74.6 FEET SOUTHWEST OF POWER POLE NUMBER AU 739,
 MB2826'46.9 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 14 K 26, 20.7 FEET
 MB2826'EAST-SOUTHEAST OF A STEEL GAS LAMP POLE, 18.0 FEET SOUTH OF THE
 MB2826'CENTER OF A DRIVEWAY TO A HOUSE, ADDRESS NUMBER 445, AND
 MB2826'10.4 FEET WEST OF THE CENTERLINE OF EGGLESTON ROAD.
 MB2826'
 MB2826'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2826'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2826'
 MB2826'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2797 ***********************************************************************
 MB2797  DESIGNATION -  95 031 2 P CO
 MB2797  PID         -  MB2797
 MB2797  STATE/COUNTY-  OH/PORTAGE
 MB2797  USGS QUAD   -  AURORA (1964)
 MB2797
 MB2797                         *CURRENT SURVEY CONTROL
 MB2797  ___________________________________________________________________
 MB2797* NAD 83(1995)-  41 19 18.32238(N)    081 19 32.58402(W)     ADJUSTED  
 MB2797* NAVD 88     -       352.     (meters)    1155.     (feet)  VERTCON   
 MB2797  ___________________________________________________________________
 MB2797  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 MB2797  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2797
 MB2797  HORZ ORDER  -  SECOND
 MB2797
 MB2797.The horizontal coordinates were established by classical geodetic methods
 MB2797.and adjusted by the National Geodetic Survey in April 1998..
 MB2797
 MB2797.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2797
 MB2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2797
 MB2797.The geoid height was determined by GEOID03.
 MB2797
 MB2797;                    North         East     Units Scale Factor Converg.
 MB2797;SPC OH N     -   184,454.129   698,308.443   MT  0.99994895   +0 46 17.2
 MB2797;UTM  17      - 4,574,527.217   472,740.264   MT  0.99960914   -0 12 54.2
 MB2797
 MB2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2797!SPC OH N     -   0.99995011  x   0.99994895  =   0.99989906
 MB2797!UTM  17      -   0.99995011  x   0.99960914  =   0.99955927
 MB2797
 MB2797                          SUPERSEDED SURVEY CONTROL
 MB2797
 MB2797  NAD 83(1986)-  41 19 18.33169(N)    081 19 32.58342(W) AD(       ) 2
 MB2797  NAD 27      -  41 19 18.13173(N)    081 19 33.20448(W) AD(       ) 2
 MB2797  NGVD 29 (07/19/86)  352.     (m)         1155.     (f) VERT ANG       
 MB2797
 MB2797.Superseded values are not recommended for survey control.
 MB2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2797.See file dsdata.txt to determine how the superseded data were derived.
 MB2797
 MB2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7274074527(NAD 83)
 MB2797_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2797+STABILITY: SURFACE MOTION
 MB2797
 MB2797  HISTORY     - Date     Condition        Report By
 MB2797  HISTORY     - 1977     MONUMENTED       OH-133
 MB2797
 MB2797                          STATION DESCRIPTION
 MB2797
 MB2797'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2797'THE STATION IS ABOUT 5-3/4 MILES NORTHWEST OF MANTUA CORNERS,
 MB2797'5-1/2 MILES SOUTHEAST OF BAINBRIDGE, 1-1/2 MILES NORTHEAST OF
 MB2797'AURORA, AND ON THE RIGHT-OF-WAY OF EGGLESTON ROAD.
 MB2797'
 MB2797'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 82
 MB2797'AND 306 NORTH IN AURORA, GO EAST ON STATE ROUTE 82 FOR 1.0 MILE
 MB2797'TO THE CREST OF A HILL AND THE T-INTERSECTION OF EGGLESTON ROAD.
 MB2797'TURN LEFT AND GO NORTH ON EGGLESTON ROAD FOR 0.35 MILE TO THE
 MB2797'STATION ON THE RIGHT.
 MB2797'
 MB2797'STATION MARK, STAMPED---95-031-2 1977---, IS A PORTAGE COUNTY
 MB2797'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2797'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 175.0 FEET
 MB2797'SOUTHEAST OF THE NORTHEAST CORNER OF A ONE STORY WOOD FRAME
 MB2797'HOUSE ON THE NORTHWEST CORNER OF THE T-INTERSECTION OF JACKSON
 MB2797'AND EGGLESTON ROADS, 58.7 FEET EAST-NORTHEAST OF A TWIN TRUNKED
 MB2797'24-INCH ELM TREE, 42.2 FEET EAST-SOUTHEAST OF TELEPHONE POLE
 MB2797'NUMBER 14 K 11, 21.0 FEET EAST OF THE CENTERLINE OF EGGLESTON
 MB2797'ROAD, 17.7 FEET WEST OF A 30-INCH OAK TREE, AND 16.6 FEET
 MB2797'SOUTH OF THE CENTER OF A LARGE STUMP.
 MB2797'
 MB2797'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2797'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB2797'STATION 95 031 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2797'
 MB2797'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2794 ***********************************************************************
 MB2794  DESIGNATION -  95 034 1 P CO
 MB2794  PID         -  MB2794
 MB2794  STATE/COUNTY-  OH/PORTAGE
 MB2794  USGS QUAD   -  AURORA (1964)
 MB2794
 MB2794                         *CURRENT SURVEY CONTROL
 MB2794  ___________________________________________________________________
 MB2794* NAD 83(1995)-  41 17 36.50689(N)    081 19 24.92520(W)     ADJUSTED  
 MB2794* NAVD 88     -       354.0    (meters)    1161.     (feet)  VERTCON   
 MB2794  ___________________________________________________________________
 MB2794  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 MB2794  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2794
 MB2794  HORZ ORDER  -  SECOND
 MB2794
 MB2794.The horizontal coordinates were established by classical geodetic methods
 MB2794.and adjusted by the National Geodetic Survey in April 1998..
 MB2794
 MB2794.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2794
 MB2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2794
 MB2794.The geoid height was determined by GEOID03.
 MB2794
 MB2794;                    North         East     Units Scale Factor Converg.
 MB2794;SPC OH N     -   181,315.975   698,528.902   MT  0.99994688   +0 46 22.2
 MB2794;UTM  17      - 4,571,386.796   472,906.608   MT  0.99960903   -0 12 48.8
 MB2794
 MB2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2794!SPC OH N     -   0.99994976  x   0.99994688  =   0.99989664
 MB2794!UTM  17      -   0.99994976  x   0.99960903  =   0.99955881
 MB2794
 MB2794|---------------------------------------------------------------------|
 MB2794| PID    Reference Object                     Distance      Geod. Az  |
 MB2794|                                                           dddmmss.s |
 MB2794| MB2792 95 034 2 P CO                       279.126 METERS 03013     |
 MB2794| MB2796 95 034 3 P CO                       328.457 METERS 20612     |
 MB2794|---------------------------------------------------------------------|
 MB2794
 MB2794                          SUPERSEDED SURVEY CONTROL
 MB2794
 MB2794  NAD 83(1986)-  41 17 36.51602(N)    081 19 24.92486(W) AD(       ) 2
 MB2794  NAD 27      -  41 17 36.31530(N)    081 19 25.54659(W) AD(       ) 2
 MB2794  NGVD 29 (07/19/86)  354.2    (m)         1162.     (f) VERT ANG       
 MB2794
 MB2794.Superseded values are not recommended for survey control.
 MB2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2794.See file dsdata.txt to determine how the superseded data were derived.
 MB2794
 MB2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7290771387(NAD 83)
 MB2794_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2794+STABILITY: SURFACE MOTION
 MB2794
 MB2794  HISTORY     - Date     Condition        Report By
 MB2794  HISTORY     - 1977     MONUMENTED       OH-133
 MB2794
 MB2794                          STATION DESCRIPTION
 MB2794
 MB2794'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2794'THE STATION IS ABOUT 5-1/2 MILES WEST-NORTHWEST OF MANTUA,
 MB2794'4 MILES NORTHEAST OF STREETSBORO, 2-1/4 MILES SOUTHEAST OF
 MB2794'AURORA, AND ON RIGHT-OF-WAY OF PAGE ROAD.
 MB2794'
 MB2794'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
 MB2794'AND 14 IN STREETSBORO, GO NORTH ON STATE ROUTE 43 FOR 3.55
 MB2794'MILES TO THE INTERSECTION OF MENNONITE ROAD.  TURN RIGHT AND GO
 MB2794'EAST ON MENNONITE ROAD FOR 1.05 MILES TO THE INTERSECTION OF
 MB2794'PAGE ROAD AND AZIMUTH MARK 95 034 3 P CO SOUTHEAST OF THE
 MB2794'INTERSECTION.  TURN LEFT AND GO NORTH ON PAGE ROAD FOR 0.2 MILE
 MB2794'TO THE STATION ON THE LEFT.  CONTINUE NORTH ON PAGE ROAD FOR
 MB2794'0.2 MILE TO AZIMUTH MARK 95 034 2 P CO ON THE RIGHT.
 MB2794'
 MB2794'STATION MARKS, STAMPED---95-034-1 1977---, ARE PORTAGE COUNTY
 MB2794'BRASS DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 MB2794'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2794'SURFACE.  IT IS 66.9 FEET SOUTHWEST OF A 16-INCH MAPLE TREE,
 MB2794'18.0 FEET WEST OF THE CENTERLINE OF PAGE ROAD, 10.0 FEET
 MB2794'NORTHEAST OF A 10-INCH PIN OAK TREE, AND 4.9 FEET SOUTHEAST
 MB2794'OF A 10-INCH PIN OAK TREE.  THE UNDERGROUND DISK IS SET IN AN
 MB2794'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 MB2794'SURFACE.
 MB2794'
 MB2794'AZIMUTH MARK 95 034 2 P CO, STAMPED---95-034-2 1977---, IS A
 MB2794'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2794'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2794'SURFACE.  IT IS 56.2 FEET NORTH OF AN 8-INCH TWIN-TRUNKED
 MB2794'APPLE TREE, 48.9 FEET NORTHWEST OF A 20-INCH HICKORY TREE,
 MB2794'39.5 FEET SOUTHWEST OF AN 8-INCH MAPLE TREE, 33.1 FEET SOUTH
 MB2794'OF THE SOUTH END OF THE EAST GUARDRAIL, AND 20 FEET EAST OF THE
 MB2794'CENTERLINE OF PAGE ROAD.
 MB2794'
 MB2794'AZIMUTH MARK 95 034 3 P CO, STAMPED---95-034-3 1977---, IS A
 MB2794'PORTAGE COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH
 MB2794'CYLINDRICAL CONCRETE POST THAT IS FLUSH WITH THE GROUND
 MB2794'SURFACE.  IT IS 53.7 FEET SOUTH OF A 24-INCH MAPLE TREE, 36.7
 MB2794'FEET EAST OF THE CENTERLINE OF PAGE ROAD, 25.2 FEET NORTHEAST
 MB2794'OF AN 18-INCH MAPLE TREE, AND 21.0 FEET SOUTH OF THE CENTERLINE
 MB2794'OF MENNONITE ROAD.
 MB2794'
 MB2794'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2794'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2794'
 MB2794'DESCRIBED BY F.J. PINTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2792 ***********************************************************************
 MB2792  DESIGNATION -  95 034 2 P CO
 MB2792  PID         -  MB2792
 MB2792  STATE/COUNTY-  OH/PORTAGE
 MB2792  USGS QUAD   -  AURORA (1964)
 MB2792
 MB2792                         *CURRENT SURVEY CONTROL
 MB2792  ___________________________________________________________________
 MB2792* NAD 83(1995)-  41 17 44.32574(N)    081 19 18.88822(W)     ADJUSTED  
 MB2792* NAVD 88     -       344.     (meters)    1129.     (feet)  VERTCON   
 MB2792  ___________________________________________________________________
 MB2792  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 MB2792  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2792
 MB2792  HORZ ORDER  -  SECOND
 MB2792
 MB2792.The horizontal coordinates were established by classical geodetic methods
 MB2792.and adjusted by the National Geodetic Survey in April 1998..
 MB2792
 MB2792.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2792
 MB2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2792
 MB2792.The geoid height was determined by GEOID03.
 MB2792
 MB2792;                    North         East     Units Scale Factor Converg.
 MB2792;SPC OH N     -   181,559.046   698,666.086   MT  0.99994703   +0 46 26.2
 MB2792;UTM  17      - 4,571,627.389   473,047.908   MT  0.99960894   -0 12 44.8
 MB2792
 MB2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2792!SPC OH N     -   0.99995136  x   0.99994703  =   0.99989839
 MB2792!UTM  17      -   0.99995136  x   0.99960894  =   0.99956032
 MB2792
 MB2792                          SUPERSEDED SURVEY CONTROL
 MB2792
 MB2792  NAD 83(1986)-  41 17 44.33485(N)    081 19 18.88785(W) AD(       ) 2
 MB2792  NAD 27      -  41 17 44.13422(N)    081 19 19.50979(W) AD(       ) 2
 MB2792  NGVD 29 (07/19/86)  344.     (m)         1129.     (f) VERT ANG       
 MB2792
 MB2792.Superseded values are not recommended for survey control.
 MB2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2792.See file dsdata.txt to determine how the superseded data were derived.
 MB2792
 MB2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7304871627(NAD 83)
 MB2792_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2792+STABILITY: SURFACE MOTION
 MB2792
 MB2792  HISTORY     - Date     Condition        Report By
 MB2792  HISTORY     - 1977     MONUMENTED       OH-133
 MB2792
 MB2792                          STATION DESCRIPTION
 MB2792
 MB2792'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2792'THE STATION IS ABOUT 5-1/2 MILES WEST-NORTHWEST OF MANTUA,
 MB2792'4-1/4 NORTHEAST OF STREETSBORO, 2-1/4 MILES SOUTHEAST OF AURORA,
 MB2792'AND ON THE RIGHT-OF-WAY OF PAGE ROAD.
 MB2792'
 MB2792'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303
 MB2792'14, AND 43 IN STREETSBORO, GO NORTH ON STATE
 MB2792'ROUTE 43 FOR 3.55 MILES TO THE INTERSECTION OF MENNONITE ROAD.
 MB2792'TURN RIGHT AND GO EAST ON MENNONITE ROAD FOR 1.05 MILES TO THE
 MB2792'INTERSECTION OF PAGE ROAD.  TURN LEFT AND GO NORTH ON PAGE ROAD
 MB2792'FOR 0.4 MILE TO THE
 MB2792'STATION ON THE RIGHT.
 MB2792'
 MB2792'STATION MARK, STAMPED---95-034-2 1977---, IS A PORTAGE
 MB2792'COUNTY BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2792'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
 MB2792'IT IS 56.2 FEET NORTH OF AN 8-INCH TWIN TRUNKED APPLE TREE, 48.9
 MB2792'FEET NORTHWEST OF A 20-INCH HICKORY TREE, 39.5 FEET SOUTHWEST
 MB2792'OF AN 8-INCH MAPLE TREE, 33.1 FEET SOUTH OF THE SOUTH END OF
 MB2792'THE EAST GUARDRAIL, AND 20 FEET EAST OF THE CENTERLINE OF PAGE
 MB2792'ROAD.
 MB2792'
 MB2792'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2792'LIGHT ABOVE STATION MARK WAS 1.4 METERS.  STATION 95 034 1 P CO
 MB2792'CAN BE USED AS AN AZIMUTH MARK.
 MB2792'
 MB2792'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2796 ***********************************************************************
 MB2796  DESIGNATION -  95 034 3 P CO
 MB2796  PID         -  MB2796
 MB2796  STATE/COUNTY-  OH/PORTAGE
 MB2796  USGS QUAD   -  AURORA (1964)
 MB2796
 MB2796                         *CURRENT SURVEY CONTROL
 MB2796  ___________________________________________________________________
 MB2796* NAD 83(1995)-  41 17 26.95380(N)    081 19 31.15769(W)     ADJUSTED  
 MB2796* NAVD 88     -       357.     (meters)    1171.     (feet)  VERTCON   
 MB2796  ___________________________________________________________________
 MB2796  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 MB2796  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2796
 MB2796  HORZ ORDER  -  SECOND
 MB2796
 MB2796.The horizontal coordinates were established by classical geodetic methods
 MB2796.and adjusted by the National Geodetic Survey in April 1998..
 MB2796
 MB2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2796
 MB2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2796
 MB2796.The geoid height was determined by GEOID03.
 MB2796
 MB2796;                    North         East     Units Scale Factor Converg.
 MB2796;SPC OH N     -   181,019.351   698,387.881   MT  0.99994670   +0 46 18.1
 MB2796;UTM  17      - 4,571,092.744   472,760.551   MT  0.99960913   -0 12 52.8
 MB2796
 MB2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2796!SPC OH N     -   0.99994932  x   0.99994670  =   0.99989602
 MB2796!UTM  17      -   0.99994932  x   0.99960913  =   0.99955847
 MB2796
 MB2796                          SUPERSEDED SURVEY CONTROL
 MB2796
 MB2796  NAD 83(1986)-  41 17 26.96295(N)    081 19 31.15740(W) AD(       ) 2
 MB2796  NAD 27      -  41 17 26.76212(N)    081 19 31.77891(W) AD(       ) 2
 MB2796  NGVD 29 (07/19/86)  357.     (m)         1171.     (f) VERT ANG       
 MB2796
 MB2796.Superseded values are not recommended for survey control.
 MB2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2796.See file dsdata.txt to determine how the superseded data were derived.
 MB2796
 MB2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7276171093(NAD 83)
 MB2796_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2796+STABILITY: SURFACE MOTION
 MB2796
 MB2796  HISTORY     - Date     Condition        Report By
 MB2796  HISTORY     - 1977     MONUMENTED       OH-133
 MB2796
 MB2796                          STATION DESCRIPTION
 MB2796
 MB2796'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB2796'THE STATION IS ABOUT 5-1/2 MILES WEST-NORTHWEST OF MANTUA, 3-3/4
 MB2796'MILES NORTHEAST OF STREETSBORO, 2-1/4 MILES SOUTHEAST OF
 MB2796'AURORA, AND ON THE RIGHT-OF-WAY OF PAGE ROAD.
 MB2796'
 MB2796'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 303,
 MB2796'14, AND 43 IN STREETSBORO, GO NORTH ON STATE
 MB2796'ROUTE 43 FOR 3.55 MILES TO THE INTERSECTION OF MENNONITE ROAD.
 MB2796'TURN RIGHT AND GO EAST ON MENNONITE ROAD FOR 1.05 MILES TO THE
 MB2796'INTERSECTION OF PAGE ROAD AND THE STATION IN THE SOUTHEAST
 MB2796'ANGLE OF THE INTERSECTION.
 MB2796'
 MB2796'STATION MARK, STAMPED---95-034-3 1977---, IS A PORTAGE COUNTY
 MB2796'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2796'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2796'53.7 FEET SOUTH OF A 24-INCH MAPLE TREE, 36.7 FEET EAST OF THE
 MB2796'CENTERLINE OF PAGE ROAD, 25.2 FEET NORTHEAST OF AN 18-INCH
 MB2796'MAPLE TREE, AND 21.0 FEET SOUTH OF THE CENTERLINE OF MENNONITE
 MB2796'ROAD.
 MB2796'
 MB2796'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB2796'LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MB2796'STATION 95 034 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB2796'
 MB2796'DESCRIBED BY F.J. PINTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB2464 ***********************************************************************
 AB2464  DESIGNATION -  95 JVC
 AB2464  PID         -  AB2464
 AB2464  STATE/COUNTY-  OH/ATHENS
 AB2464  USGS QUAD   -  CORNING (1995)
 AB2464
 AB2464                         *CURRENT SURVEY CONTROL
 AB2464  ___________________________________________________________________
 AB2464* NAD 83(1995)-  39 32 27.37082(N)    082 03 24.98413(W)     ADJUSTED  
 AB2464* NAVD 88     -       233.2    (meters)     765.     (feet)  GPS OBS   
 AB2464  ___________________________________________________________________
 AB2464  X           -     680,644.965 (meters)                     COMP
 AB2464  Y           -  -4,878,211.771 (meters)                     COMP
 AB2464  Z           -   4,038,936.279 (meters)                     COMP
 AB2464  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AB2464  ELLIP HEIGHT-         199.14  (meters)          (10/07/05) GPS OBS
 AB2464  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AB2464
 AB2464  HORZ ORDER  -  FIRST
 AB2464  ELLP ORDER  -  FOURTH    CLASS I
 AB2464
 AB2464.The horizontal coordinates were established by GPS observations
 AB2464.and adjusted by the National Geodetic Survey in April 1998..
 AB2464
 AB2464.The orthometric height was determined by GPS observations and a
 AB2464.high-resolution geoid model.
 AB2464
 AB2464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2464
 AB2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2464
 AB2464.The ellipsoidal height was determined by GPS observations
 AB2464.and is referenced to NAD 83.
 AB2464
 AB2464.The geoid height was determined by GEOID03.
 AB2464
 AB2464;                    North         East     Units Scale Factor Converg.
 AB2464;SPC OH S     -   171,158.379   638,084.285   MT  0.99993963   +0 16 52.1
 AB2464;UTM  17      - 4,377,341.005   409,177.682   MT  0.99970156   -0 40 22.5
 AB2464
 AB2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2464!SPC OH S     -   0.99996876  x   0.99993963  =   0.99990839
 AB2464!UTM  17      -   0.99996876  x   0.99970156  =   0.99967033
 AB2464
 AB2464                          SUPERSEDED SURVEY CONTROL
 AB2464
 AB2464  ELLIP H (04/01/98)  199.16   (m)                       GP(       ) 4 1
 AB2464  NAD 83(1986)-  39 32 27.37041(N)    082 03 24.98871(W) AD(       ) 1
 AB2464
 AB2464.Superseded values are not recommended for survey control.
 AB2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2464.See file dsdata.txt to determine how the superseded data were derived.
 AB2464
 AB2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0917877341(NAD 83)
 AB2464_MARKER: DB = BENCH MARK DISK
 AB2464_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB2464_SP_SET: CONCRETE RAIL NEAR STEPS
 AB2464_STAMPING: 95 JVC
 AB2464_MARK LOGO: USGS  
 AB2464_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2464+STABILITY: SURFACE MOTION
 AB2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2464+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1995
 AB2464
 AB2464  HISTORY     - Date     Condition        Report By
 AB2464  HISTORY     - 1959     MONUMENTED       USGS
 AB2464  HISTORY     - 19950901 GOOD             GEOONE
 AB2464
 AB2464                          STATION DESCRIPTION
 AB2464
 AB2464'DESCRIBED BY GEOONE INCORPORATED 1995 (JDW)
 AB2464'IN ATHENS COUNTY, OHIO, TRIMBLE TOWNSHIP, AT THE TOM JENKINS DAM,
 AB2464'STATION IS A USGS BM SET AT THE NORTH END OF THE NORTH CAUSWAY ON THE
 AB2464'SOUTH END OF THE DAM.  ABOUT 3 FT.EAST OF A DOWN STAIRWAY AND ABOUT 68
 AB2464'FT.WEST OF THE CAUSWAY BUILDING STRUCTURE.  A CAR CAN BE DRIVEN ALMOST
 AB2464'TO THE STATION.  A STATION SKETCH CAN BE OBTAINED THROUGH THE ATHENS
 AB2464'CO.  ENG.  OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1506 ***********************************************************************
 KZ1506  DESIGNATION -  950
 KZ1506  PID         -  KZ1506
 KZ1506  STATE/COUNTY-  OH/MARION
 KZ1506  USGS QUAD   -  MARION WEST (1973)
 KZ1506
 KZ1506                         *CURRENT SURVEY CONTROL
 KZ1506  ___________________________________________________________________
 KZ1506* NAD 83(1986)-  40 35 25.     (N)    083 08 28.     (W)     SCALED    
 KZ1506* NAVD 88     -       289.673  (meters)     950.37   (feet)  ADJUSTED  
 KZ1506  ___________________________________________________________________
 KZ1506  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 KZ1506  DYNAMIC HT  -         289.527 (meters)     949.89  (feet)  COMP
 KZ1506  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 KZ1506
 KZ1506  VERT ORDER  -  SECOND    CLASS 0
 KZ1506
 KZ1506.The horizontal coordinates were scaled from a topographic map and have
 KZ1506.an estimated accuracy of +/- 6 seconds.
 KZ1506
 KZ1506.The orthometric height was determined by differential leveling
 KZ1506.and adjusted by the National Geodetic Survey in June 1991..
 KZ1506
 KZ1506.The geoid height was determined by GEOID03.
 KZ1506
 KZ1506.The dynamic height is computed by dividing the NAVD 88
 KZ1506.geopotential number by the normal gravity value computed on the
 KZ1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1506.degrees latitude (g = 980.6199 gals.).
 KZ1506
 KZ1506.The modeled gravity was interpolated from observed gravity values.
 KZ1506
 KZ1506;                    North         East    Units  Estimated Accuracy
 KZ1506;SPC OH N     -   102,760.      545,730.      MT  (+/- 180 meters Scaled)
 KZ1506
 KZ1506                          SUPERSEDED SURVEY CONTROL
 KZ1506
 KZ1506  NGVD 29 (??/??/92)  289.805  (m)          950.80   (f) ADJ UNCH    2 0
 KZ1506
 KZ1506.Superseded values are not recommended for survey control.
 KZ1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1506.See file dsdata.txt to determine how the superseded data were derived.
 KZ1506
 KZ1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE188954(NAD 83)
 KZ1506_MARKER: DD = SURVEY DISK
 KZ1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1506_STAMPING: 950 COLUMBUS
 KZ1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1506+STABILITY: SURFACE MOTION
 KZ1506
 KZ1506  HISTORY     - Date     Condition        Report By
 KZ1506  HISTORY     - UNK      MONUMENTED       USGS
 KZ1506  HISTORY     - 1960     GOOD             NGS
 KZ1506  HISTORY     - 1986     GOOD             USPSQD
 KZ1506
 KZ1506                          STATION DESCRIPTION
 KZ1506
 KZ1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ1506'AT MARION.
 KZ1506'AT MARION, AT THE CROSSING OF THE ERIE RAILROAD LEADING
 KZ1506'EAST-NORTHEAST AND WEST-SOUTHWEST AND THE CHESAPEAKE AND OHIO
 KZ1506'RAILWAY LEADING NORTH-NORTHWEST AND SOUTH, 207 FEET
 KZ1506'NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL OF THE ERIE RAILROAD,
 KZ1506'14 FEET EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL OF
 KZ1506'CHESAPEAKE AND OHIO RAILWAY, 13 FEET SOUTH-SOUTHEAST OF THE
 KZ1506'3RD. METAL LAMPPOST NORTH OF RAILROAD CROSSING, 63 YARDS
 KZ1506'SOUTHEAST OF AND ACROSS THE TRACK FROM A AUTOMATIC SIGNAL,
 KZ1506'0.05 MILE NORTHEAST OF ERIE RAILROAD MILEPOST 305, SET IN TOP OF
 KZ1506'A CONCRETE POST 8 INCHES BELOW THE SURFACE OF BRICK SIDEWALK.
 KZ1506'NOTE-- ACCESS TO MARK IS HAD THRU A 8-BY 5-INCH CONCRETE BOX
 KZ1506'WITH STEEL PLATE COVER.
 KZ1506
 KZ1506                          STATION RECOVERY (1986)
 KZ1506
 KZ1506'RECOVERY NOTE BY US POWER SQUADRON 1986 (TCI)
 KZ1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0824 ***********************************************************************
 KY0824  DESIGNATION -  953
 KY0824  PID         -  KY0824
 KY0824  STATE/COUNTY-  OH/JEFFERSON
 KY0824  USGS QUAD   -  SMITHFIELD (1984)
 KY0824
 KY0824                         *CURRENT SURVEY CONTROL
 KY0824  ___________________________________________________________________
 KY0824* NAD 83(1986)-  40 21 47.     (N)    080 50 05.     (W)     SCALED    
 KY0824* NAVD 88     -       290.715  (meters)     953.79   (feet)  ADJUSTED  
 KY0824  ___________________________________________________________________
 KY0824  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0824  DYNAMIC HT  -         290.558 (meters)     953.27  (feet)  COMP
 KY0824  MODELED GRAV-     980,079.7   (mgal)                       NAVD 88
 KY0824
 KY0824  VERT ORDER  -  SECOND    CLASS 0
 KY0824
 KY0824.The horizontal coordinates were scaled from a topographic map and have
 KY0824.an estimated accuracy of +/- 6 seconds.
 KY0824
 KY0824.The orthometric height was determined by differential leveling
 KY0824.and adjusted by the National Geodetic Survey in June 1991..
 KY0824
 KY0824.The geoid height was determined by GEOID03.
 KY0824
 KY0824.The dynamic height is computed by dividing the NAVD 88
 KY0824.geopotential number by the normal gravity value computed on the
 KY0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0824.degrees latitude (g = 980.6199 gals.).
 KY0824
 KY0824.The modeled gravity was interpolated from observed gravity values.
 KY0824
 KY0824;                    North         East    Units  Estimated Accuracy
 KY0824;SPC OH N     -    78,680.      741,440.      MT  (+/- 180 meters Scaled)
 KY0824
 KY0824                          SUPERSEDED SURVEY CONTROL
 KY0824
 KY0824  NGVD 29 (??/??/92)  290.895  (m)          954.38   (f) ADJ UNCH    2 0
 KY0824
 KY0824.Superseded values are not recommended for survey control.
 KY0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0824.See file dsdata.txt to determine how the superseded data were derived.
 KY0824
 KY0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE140680(NAD 83)
 KY0824_MARKER: B = BOLT
 KY0824_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0824_SP_SET: BRIDGE
 KY0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0824
 KY0824  HISTORY     - Date     Condition        Report By
 KY0824  HISTORY     - UNK      MONUMENTED       PRR
 KY0824  HISTORY     - 1934     GOOD             NGS
 KY0824  HISTORY     - 1936     GOOD             NGS
 KY0824
 KY0824                          STATION DESCRIPTION
 KY0824
 KY0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY0824'0.9 MI E FROM UNIONPORT.
 KY0824'0.9 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0824'AT UNIONPORT, JEFFERSON COUNTY, 0.4 MILE EAST OF MILEPOST 61,
 KY0824'AT BRIDGE NO. 60.60, IN THE TOP OF THE EAST END OF THE NORTH
 KY0824'COPING, 4.6 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 2.5
 KY0824'FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE COPING, AND LEVEL
 KY0824'WITH THE TOP OF THE RAIL.  AN IRON BOLT.
 KY0824
 KY0824                          STATION RECOVERY (1936)
 KY0824
 KY0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 KY0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1457 ***********************************************************************
 KY1457  DESIGNATION -  956
 KY1457  PID         -  KY1457
 KY1457  STATE/COUNTY-  OH/HARRISON
 KY1457  USGS QUAD   -  BOWERSTON (1994)
 KY1457
 KY1457                         *CURRENT SURVEY CONTROL
 KY1457  ___________________________________________________________________
 KY1457* NAD 83(1986)-  40 24 30.     (N)    081 07 52.     (W)     SCALED    
 KY1457* NAVD 88     -       293.760  (meters)     963.78   (feet)  ADJUSTED  
 KY1457  ___________________________________________________________________
 KY1457  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KY1457  DYNAMIC HT  -         293.607 (meters)     963.28  (feet)  COMP
 KY1457  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 KY1457
 KY1457  VERT ORDER  -  SECOND    CLASS 0
 KY1457
 KY1457.The horizontal coordinates were scaled from a topographic map and have
 KY1457.an estimated accuracy of +/- 6 seconds.
 KY1457
 KY1457.The orthometric height was determined by differential leveling
 KY1457.and adjusted by the National Geodetic Survey in June 1991..
 KY1457
 KY1457.The geoid height was determined by GEOID03.
 KY1457
 KY1457.The dynamic height is computed by dividing the NAVD 88
 KY1457.geopotential number by the normal gravity value computed on the
 KY1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1457.degrees latitude (g = 980.6199 gals.).
 KY1457
 KY1457.The modeled gravity was interpolated from observed gravity values.
 KY1457
 KY1457;                    North         East    Units  Estimated Accuracy
 KY1457;SPC OH N     -    83,270.      716,190.      MT  (+/- 180 meters Scaled)
 KY1457
 KY1457                          SUPERSEDED SURVEY CONTROL
 KY1457
 KY1457  NGVD 29 (??/??/92)  293.950  (m)          964.40   (f) ADJ UNCH    2 0
 KY1457
 KY1457.Superseded values are not recommended for survey control.
 KY1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1457.See file dsdata.txt to determine how the superseded data were derived.
 KY1457
 KY1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME888730(NAD 83)
 KY1457_MARKER: B = BOLT
 KY1457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1457_SP_SET: ABUTMENT
 KY1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1457
 KY1457  HISTORY     - Date     Condition        Report By
 KY1457  HISTORY     - UNK      MONUMENTED       PRR
 KY1457  HISTORY     - 1934     GOOD             NGS
 KY1457
 KY1457                          STATION DESCRIPTION
 KY1457
 KY1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1457'1 MI E FROM CONOTTON.
 KY1457'1.0 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 KY1457'CONOTTON, HARRISON COUNTY, 188 YARDS EAST OF MILEPOST 78, AT
 KY1457'BRIDGE NO. 77.85, IN THE TOP OF THE NORTH ABUTMENT, 5 YARDS
 KY1457'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 2 FEET SOUTHWEST
 KY1457'OF THE NORTHEAST CORNER OF THE ABUTMENT, AND ABOUT 1 FOOT BELOW
 KY1457'THE TOP OF THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1909 ***********************************************************************
 HY1909  DESIGNATION -  956
 HY1909  PID         -  HY1909
 HY1909  STATE/COUNTY-  OH/ADAMS
 HY1909  USGS QUAD   -  WEST UNION (1979)
 HY1909
 HY1909                         *CURRENT SURVEY CONTROL
 HY1909  ___________________________________________________________________
 HY1909* NAD 83(1986)-  38 47 40.     (N)    083 32 38.     (W)     SCALED    
 HY1909* NAVD 88     -       291.346  (meters)     955.86   (feet)  ADJUSTED  
 HY1909  ___________________________________________________________________
 HY1909  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HY1909  DYNAMIC HT  -         291.160 (meters)     955.25  (feet)  COMP
 HY1909  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 HY1909
 HY1909  VERT ORDER  -  SECOND    CLASS 0
 HY1909
 HY1909.The horizontal coordinates were scaled from a topographic map and have
 HY1909.an estimated accuracy of +/- 6 seconds.
 HY1909
 HY1909.The orthometric height was determined by differential leveling
 HY1909.and adjusted by the National Geodetic Survey in June 1991..
 HY1909
 HY1909.The geoid height was determined by GEOID03.
 HY1909
 HY1909.The dynamic height is computed by dividing the NAVD 88
 HY1909.geopotential number by the normal gravity value computed on the
 HY1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1909.degrees latitude (g = 980.6199 gals.).
 HY1909
 HY1909.The modeled gravity was interpolated from observed gravity values.
 HY1909
 HY1909;                    North         East    Units  Estimated Accuracy
 HY1909;SPC OH S     -    88,720.      509,310.      MT  (+/- 180 meters Scaled)
 HY1909
 HY1909                          SUPERSEDED SURVEY CONTROL
 HY1909
 HY1909  NGVD 29 (??/??/92)  291.544  (m)          956.51   (f) ADJ UNCH    2 0
 HY1909
 HY1909.Superseded values are not recommended for survey control.
 HY1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1909.See file dsdata.txt to determine how the superseded data were derived.
 HY1909
 HY1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC790970(NAD 83)
 HY1909_MARKER: P = PIPE CAP
 HY1909_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1909_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1909_STAMPING: OHIO 956
 HY1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1909
 HY1909  HISTORY     - Date     Condition        Report By
 HY1909  HISTORY     - UNK      MONUMENTED       USGS
 HY1909  HISTORY     - 1935     GOOD             NGS
 HY1909
 HY1909                          STATION DESCRIPTION
 HY1909
 HY1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1909'AT WEST UNION.
 HY1909'AT WEST UNION, ADAMS COUNTY, ON STATE HIGHWAY 125, 250 YARDS
 HY1909'EAST OF THE SOUTHEAST CORNER OF THE COUNTY COURTHOUSE, 27 FEET
 HY1909'SOUTHEAST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 247,
 HY1909'18 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ROBERT
 HY1909'MC INTROFF HOUSE, ONE FOOT NORTH OF THE SIDEWALK, AND LEVEL WITH
 HY1909'THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 HY1909'STAMPED OHIO 956 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 HY1909'PIPE.  NOTE-- EXCEPT THAT THE PIPE HAD BEEN RUSTED THROUGH ABOUT
 HY1909'3 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1006 ***********************************************************************
 KZ1006  DESIGNATION -  958
 KZ1006  PID         -  KZ1006
 KZ1006  STATE/COUNTY-  OH/CRAWFORD
 KZ1006  USGS QUAD   -  NEW WASHINGTON (1960)
 KZ1006
 KZ1006                         *CURRENT SURVEY CONTROL
 KZ1006  ___________________________________________________________________
 KZ1006* NAD 83(1986)-  40 58 19.     (N)    082 47 27.     (W)     SCALED    
 KZ1006* NAVD 88     -       291.456  (meters)     956.22   (feet)  ADJUSTED  
 KZ1006  ___________________________________________________________________
 KZ1006  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 KZ1006  DYNAMIC HT  -         291.319 (meters)     955.77  (feet)  COMP
 KZ1006  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 KZ1006
 KZ1006  VERT ORDER  -  SECOND    CLASS 0
 KZ1006
 KZ1006.The horizontal coordinates were scaled from a topographic map and have
 KZ1006.an estimated accuracy of +/- 6 seconds.
 KZ1006
 KZ1006.The orthometric height was determined by differential leveling
 KZ1006.and adjusted by the National Geodetic Survey in June 1991..
 KZ1006
 KZ1006.The geoid height was determined by GEOID03.
 KZ1006
 KZ1006.The dynamic height is computed by dividing the NAVD 88
 KZ1006.geopotential number by the normal gravity value computed on the
 KZ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1006.degrees latitude (g = 980.6199 gals.).
 KZ1006
 KZ1006.The modeled gravity was interpolated from observed gravity values.
 KZ1006
 KZ1006;                    North         East    Units  Estimated Accuracy
 KZ1006;SPC OH N     -   144,990.      575,520.      MT  (+/- 180 meters Scaled)
 KZ1006
 KZ1006                          SUPERSEDED SURVEY CONTROL
 KZ1006
 KZ1006  NGVD 29 (??/??/92)  291.599  (m)          956.69   (f) ADJ UNCH    2 0
 KZ1006
 KZ1006.Superseded values are not recommended for survey control.
 KZ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1006.See file dsdata.txt to determine how the superseded data were derived.
 KZ1006
 KZ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF493371(NAD 83)
 KZ1006_MARKER: P = PIPE CAP
 KZ1006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1006_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1006_STAMPING: 958
 KZ1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1006
 KZ1006  HISTORY     - Date     Condition        Report By
 KZ1006  HISTORY     - UNK      MONUMENTED       USGS
 KZ1006  HISTORY     - 1934     GOOD             NGS
 KZ1006  HISTORY     - 1987     GOOD             OHDT
 KZ1006
 KZ1006                          STATION DESCRIPTION
 KZ1006
 KZ1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1006'AT NORTH AUBURN.
 KZ1006'AT NORTH AUBURN, CRAWFORD COUNTY, ON THE OLD NORTHERN OHIO
 KZ1006'RAILWAY, 19 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION,
 KZ1006'AT A TARVIA-HIGHWAY CROSSING, 52.0 FEET SOUTHWEST OF THE INTERSECTION
 KZ1006'OF THE SOUTH RAIL WITH THE CENTERLINE OF THE HIGHWAY, 34.0 FEET
 KZ1006'WEST OF THE CENTERLINE OF THE HIGHWAY, 28.0 FEET SOUTH OF THE SOUTH
 KZ1006'RAIL, 2.0 FEET NORTH OF A FENCE LINE, AND 1.0 FOOT ABOVE THE
 KZ1006'LEVEL OF THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 KZ1006'STANDARD CAP, STAMPED 958 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 KZ1006'IRON PIPE.
 KZ1006
 KZ1006                          STATION RECOVERY (1987)
 KZ1006
 KZ1006'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (GC)
 KZ1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1076 ***********************************************************************
 JY1076  DESIGNATION -  961
 JY1076  PID         -  JY1076
 JY1076  STATE/COUNTY-  OH/BROWN
 JY1076  USGS QUAD   -  SARDINIA (1986)
 JY1076
 JY1076                         *CURRENT SURVEY CONTROL
 JY1076  ___________________________________________________________________
 JY1076* NAD 83(1986)-  39 00 24.     (N)    083 48 32.     (W)     SCALED    
 JY1076* NAVD 88     -       292.995  (meters)     961.27   (feet)  ADJUSTED  
 JY1076  ___________________________________________________________________
 JY1076  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JY1076  DYNAMIC HT  -         292.811 (meters)     960.66  (feet)  COMP
 JY1076  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JY1076
 JY1076  VERT ORDER  -  SECOND    CLASS 0
 JY1076
 JY1076.The horizontal coordinates were scaled from a topographic map and have
 JY1076.an estimated accuracy of +/- 6 seconds.
 JY1076
 JY1076.The orthometric height was determined by differential leveling
 JY1076.and adjusted by the National Geodetic Survey in June 1991..
 JY1076
 JY1076.The geoid height was determined by GEOID03.
 JY1076
 JY1076.The dynamic height is computed by dividing the NAVD 88
 JY1076.geopotential number by the normal gravity value computed on the
 JY1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1076.degrees latitude (g = 980.6199 gals.).
 JY1076
 JY1076.The modeled gravity was interpolated from observed gravity values.
 JY1076
 JY1076;                    North         East    Units  Estimated Accuracy
 JY1076;SPC OH S     -   112,580.      486,640.      MT  (+/- 180 meters Scaled)
 JY1076
 JY1076                          SUPERSEDED SURVEY CONTROL
 JY1076
 JY1076  NGVD 29 (??/??/92)  293.178  (m)          961.87   (f) ADJ UNCH    2 0
 JY1076
 JY1076.Superseded values are not recommended for survey control.
 JY1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1076.See file dsdata.txt to determine how the superseded data were derived.
 JY1076
 JY1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD567212(NAD 83)
 JY1076_MARKER: P = PIPE CAP
 JY1076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JY1076_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JY1076_STAMPING: OHIO 961
 JY1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1076
 JY1076  HISTORY     - Date     Condition        Report By
 JY1076  HISTORY     - UNK      MONUMENTED       USGS
 JY1076  HISTORY     - 1935     GOOD             NGS
 JY1076
 JY1076                          STATION DESCRIPTION
 JY1076
 JY1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY1076'AT SARDINIA.
 JY1076'AT SARDINIA, BROWN COUNTY, 0.2 MILE WEST OF THE NORFOLK AND
 JY1076'WESTERN RAILWAY STATION, 22 FEET SOUTHEAST OF THE CENTER OF THE
 JY1076'CROSSING OF STATE HIGHWAY 134, 26 FEET SOUTH OF THE SOUTH RAIL
 JY1076'OF THE MAIN TRACK, 15 FEET EAST OF THE CENTERLINE OF THE
 JY1076'HIGHWAY, 1.8 FEET EAST OF THE SOUTH POINT OF THE CONCRETE
 JY1076'BASE OF A CROSSING-WARNING SIGN, AND LEVEL WITH THE TRACK.  A
 JY1076'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED OHIO
 JY1076'961 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0823 ***********************************************************************
 KY0823  DESIGNATION -  961
 KY0823  PID         -  KY0823
 KY0823  STATE/COUNTY-  OH/JEFFERSON
 KY0823  USGS QUAD   -  SMITHFIELD (1984)
 KY0823
 KY0823                         *CURRENT SURVEY CONTROL
 KY0823  ___________________________________________________________________
 KY0823* NAD 83(1986)-  40 21 43.     (N)    080 50 22.     (W)     SCALED    
 KY0823* NAVD 88     -       293.232  (meters)     962.05   (feet)  ADJUSTED  
 KY0823  ___________________________________________________________________
 KY0823  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0823  DYNAMIC HT  -         293.075 (meters)     961.53  (feet)  COMP
 KY0823  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 KY0823
 KY0823  VERT ORDER  -  SECOND    CLASS 0
 KY0823
 KY0823.The horizontal coordinates were scaled from a topographic map and have
 KY0823.an estimated accuracy of +/- 6 seconds.
 KY0823
 KY0823.The orthometric height was determined by differential leveling
 KY0823.and adjusted by the National Geodetic Survey in June 1991..
 KY0823
 KY0823.The geoid height was determined by GEOID03.
 KY0823
 KY0823.The dynamic height is computed by dividing the NAVD 88
 KY0823.geopotential number by the normal gravity value computed on the
 KY0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0823.degrees latitude (g = 980.6199 gals.).
 KY0823
 KY0823.The modeled gravity was interpolated from observed gravity values.
 KY0823
 KY0823;                    North         East    Units  Estimated Accuracy
 KY0823;SPC OH N     -    78,550.      741,040.      MT  (+/- 180 meters Scaled)
 KY0823
 KY0823                          SUPERSEDED SURVEY CONTROL
 KY0823
 KY0823  NGVD 29 (??/??/92)  293.416  (m)          962.65   (f) ADJ UNCH    2 0
 KY0823
 KY0823.Superseded values are not recommended for survey control.
 KY0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0823.See file dsdata.txt to determine how the superseded data were derived.
 KY0823
 KY0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE136679(NAD 83)
 KY0823_MARKER: B = BOLT
 KY0823_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0823_SP_SET: BRIDGE
 KY0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0823
 KY0823  HISTORY     - Date     Condition        Report By
 KY0823  HISTORY     - UNK      MONUMENTED       PRR
 KY0823  HISTORY     - 1936     GOOD             NGS
 KY0823
 KY0823                          STATION DESCRIPTION
 KY0823
 KY0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0823'0.6 MI E FROM UNIONPORT.
 KY0823'0.6 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0823'AT UNIONPORT, JEFFERSON COUNTY, 155 YARDS EAST OF MILEPOST 61,
 KY0823'AT BRIDGE NO. 60.86, IN THE TOP OF THE EAST END OF THE NORTH COPING,
 KY0823'4.3 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 2.5 FEET
 KY0823'SOUTHWEST OF THE NORTHEAST CORNER OF THE COPING, AND ABOUT 1
 KY0823'FOOT ABOVE THE TOP OF THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1025 ***********************************************************************
 JY1025  DESIGNATION -  961.6
 JY1025  PID         -  JY1025
 JY1025  STATE/COUNTY-  OH/BROWN
 JY1025  USGS QUAD   -  SARDINIA (1986)
 JY1025
 JY1025                         *CURRENT SURVEY CONTROL
 JY1025  ___________________________________________________________________
 JY1025* NAD 83(1986)-  39 00 52.     (N)    083 47 44.     (W)     SCALED    
 JY1025* NAVD 88     -       292.974  (meters)     961.20   (feet)  ADJUSTED  
 JY1025  ___________________________________________________________________
 JY1025  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JY1025  DYNAMIC HT  -         292.791 (meters)     960.60  (feet)  COMP
 JY1025  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 JY1025
 JY1025  VERT ORDER  -  SECOND    CLASS 0
 JY1025
 JY1025.The horizontal coordinates were scaled from a topographic map and have
 JY1025.an estimated accuracy of +/- 6 seconds.
 JY1025
 JY1025.The orthometric height was determined by differential leveling
 JY1025.and adjusted by the National Geodetic Survey in June 1991..
 JY1025
 JY1025.The geoid height was determined by GEOID03.
 JY1025
 JY1025.The dynamic height is computed by dividing the NAVD 88
 JY1025.geopotential number by the normal gravity value computed on the
 JY1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1025.degrees latitude (g = 980.6199 gals.).
 JY1025
 JY1025.The modeled gravity was interpolated from observed gravity values.
 JY1025
 JY1025;                    North         East    Units  Estimated Accuracy
 JY1025;SPC OH S     -   113,420.      487,800.      MT  (+/- 180 meters Scaled)
 JY1025
 JY1025                          SUPERSEDED SURVEY CONTROL
 JY1025
 JY1025  NGVD 29 (??/??/92)  293.157  (m)          961.80   (f) ADJ UNCH    2 0
 JY1025
 JY1025.Superseded values are not recommended for survey control.
 JY1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1025.See file dsdata.txt to determine how the superseded data were derived.
 JY1025
 JY1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD579220(NAD 83)
 JY1025_MARKER: Z = SEE DESCRIPTION
 JY1025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY1025_SP_SET: CULVERT
 JY1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1025
 JY1025  HISTORY     - Date     Condition        Report By
 JY1025  HISTORY     - UNK      MONUMENTED       USGS
 JY1025  HISTORY     - 1934     GOOD             NGS
 JY1025
 JY1025                          STATION DESCRIPTION
 JY1025
 JY1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY1025'0.4 MI N FROM SARDINIA.
 JY1025'0.4 MILE NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY1025'STATION AT SARDINIA, BROWN COUNTY, 100 FEET NORTH OF THE EAST
 JY1025'RAIL AT THE CROSSING OF THE CENTERLINE OF A COUNTY GRAVEL ROAD,
 JY1025'ON THE TOP OF THE NORTHEAST CORNER OF THE EAST HEADWALL OF A
 JY1025'CULVERT, 9 FEET EAST OF THE EAST RAIL, 3 FEET LOWER THAN THE
 JY1025'TRACK, AND ON THE STONE WALL.  AN OUTLINED TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1125 ***********************************************************************
 JY1125  DESIGNATION -  963
 JY1125  PID         -  JY1125
 JY1125  STATE/COUNTY-  OH/CLARK
 JY1125  USGS QUAD   -  SPRINGFIELD (1981)
 JY1125
 JY1125                         *CURRENT SURVEY CONTROL
 JY1125  ___________________________________________________________________
 JY1125* NAD 83(1986)-  39 55 32.     (N)    083 48 30.     (W)     SCALED    
 JY1125* NAVD 88     -       293.373  (meters)     962.51   (feet)  ADJUSTED  
 JY1125  ___________________________________________________________________
 JY1125  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JY1125  DYNAMIC HT  -         293.209 (meters)     961.97  (feet)  COMP
 JY1125  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 JY1125
 JY1125  VERT ORDER  -  SECOND    CLASS 0
 JY1125
 JY1125.The horizontal coordinates were scaled from a topographic map and have
 JY1125.an estimated accuracy of +/- 6 seconds.
 JY1125
 JY1125.The orthometric height was determined by differential leveling
 JY1125.and adjusted by the National Geodetic Survey in June 1991..
 JY1125
 JY1125.The geoid height was determined by GEOID03.
 JY1125
 JY1125.The dynamic height is computed by dividing the NAVD 88
 JY1125.geopotential number by the normal gravity value computed on the
 JY1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1125.degrees latitude (g = 980.6199 gals.).
 JY1125
 JY1125.The modeled gravity was interpolated from observed gravity values.
 JY1125
 JY1125;                    North         East    Units  Estimated Accuracy
 JY1125;SPC OH S     -   214,580.      488,160.      MT  (+/- 180 meters Scaled)
 JY1125
 JY1125                          SUPERSEDED SURVEY CONTROL
 JY1125
 JY1125  NGVD 29 (??/??/92)  293.554  (m)          963.10   (f) ADJ UNCH    2 0
 JY1125
 JY1125.Superseded values are not recommended for survey control.
 JY1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1125.See file dsdata.txt to determine how the superseded data were derived.
 JY1125
 JY1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE600232(NAD 83)
 JY1125_MARKER: DB = BENCH MARK DISK
 JY1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1125_SP_SET: CONCRETE POST
 JY1125_MARK LOGO: CGS   
 JY1125_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1125+STABILITY: SURFACE MOTION
 JY1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY1125+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1993
 JY1125
 JY1125  HISTORY     - Date     Condition        Report By
 JY1125  HISTORY     - UNK      MONUMENTED       OHGS
 JY1125  HISTORY     - 1959     GOOD             NGS
 JY1125  HISTORY     - 19930601 GOOD             GEOMET
 JY1125
 JY1125                          STATION DESCRIPTION
 JY1125
 JY1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JY1125'AT SPRINGFIELD.
 JY1125'AT SPRINGFIELD, CLARK COUNTY, AT THE COUNTY OFFICE BUILDING, 10
 JY1125'YARDS SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING, 16.3 FEET
 JY1125'WEST OF THE WEST CURB OF LIMESTONE STREET, 4.9 FEET WEST OF THE
 JY1125'WEST CURB OF THE SIDEWALK, AND ABOUT ONE FOOT ABOVE THE LEVEL OF
 JY1125'THE STREET.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 JY1125'CONCRETE POST.
 JY1125
 JY1125                          STATION RECOVERY (1993)
 JY1125
 JY1125'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 JY1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1726 ***********************************************************************
 KY1726  DESIGNATION -  964
 KY1726  PID         -  KY1726
 KY1726  STATE/COUNTY-  OH/WAYNE
 KY1726  USGS QUAD   -  RITTMAN (1994)
 KY1726
 KY1726                         *CURRENT SURVEY CONTROL
 KY1726  ___________________________________________________________________
 KY1726* NAD 83(1986)-  40 57 56.     (N)    081 50 05.     (W)     SCALED    
 KY1726* NAVD 88     -       294.065  (meters)     964.78   (feet)  ADJUSTED  
 KY1726  ___________________________________________________________________
 KY1726  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KY1726  DYNAMIC HT  -         293.935 (meters)     964.35  (feet)  COMP
 KY1726  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 KY1726
 KY1726  VERT ORDER  -  FIRST     CLASS I
 KY1726
 KY1726.The horizontal coordinates were scaled from a topographic map and have
 KY1726.an estimated accuracy of +/- 6 seconds.
 KY1726
 KY1726.The orthometric height was determined by differential leveling
 KY1726.and adjusted by the National Geodetic Survey in June 1991..
 KY1726
 KY1726.The geoid height was determined by GEOID03.
 KY1726
 KY1726.The dynamic height is computed by dividing the NAVD 88
 KY1726.geopotential number by the normal gravity value computed on the
 KY1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1726.degrees latitude (g = 980.6199 gals.).
 KY1726
 KY1726.The modeled gravity was interpolated from observed gravity values.
 KY1726
 KY1726;                    North         East    Units  Estimated Accuracy
 KY1726;SPC OH N     -   144,450.      656,000.      MT  (+/- 180 meters Scaled)
 KY1726
 KY1726                          SUPERSEDED SURVEY CONTROL
 KY1726
 KY1726  NGVD 29 (??/??/92)  294.273  (m)          965.46   (f) ADJ UNCH    1 1
 KY1726
 KY1726.Superseded values are not recommended for survey control.
 KY1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1726.See file dsdata.txt to determine how the superseded data were derived.
 KY1726
 KY1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF297352(NAD 83)
 KY1726_MARKER: DD = SURVEY DISK
 KY1726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1726_SP_SET: BRIDGE
 KY1726_STAMPING: 964
 KY1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1726
 KY1726  HISTORY     - Date     Condition        Report By
 KY1726  HISTORY     - UNK      MONUMENTED       USGS
 KY1726  HISTORY     - 1967     GOOD             NGS
 KY1726  HISTORY     - 1971     GOOD             OHDT
 KY1726  HISTORY     - 1987     GOOD             OHDT
 KY1726
 KY1726                          STATION DESCRIPTION
 KY1726
 KY1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1726'1.1 MI SE FROM STERLING.
 KY1726'ABOUT 1.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1726'FROM THE CROSSING OF COUNTY ROAD NO. 60 AT STERLING, IN SECTION
 KY1726'9, R 12 W, T 18 N, BETWEEN THE BALTIMORE AND OHIO RAILROAD AND
 KY1726'THE ERIE-LACKAWANNA RAILROAD, NEAR B AND O RAILROAD MILEPOLE
 KY1726'154-32, 65 FEET WEST OF THE ERIE-LACKAWANNA RAILROAD MILEPOST
 KY1726'S 223, SET ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL
 KY1726'OF A 36-FOOT CONCRETE BRIDGE UNDER THE ERIE-LACKAWANNA RAILROAD,
 KY1726'46.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE B AND O
 KY1726'RAILROAD, 18 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KY1726'ERIE-LACKAWANNA RAILROAD, 1 FOOT NORTHWEST OF THE SOUTHEAST
 KY1726'END OF THE HEAD WALL AND ABOUT LEVEL WITH THE ERIE-LACKAWANNA
 KY1726'RAILROAD.
 KY1726
 KY1726                          STATION RECOVERY (1971)
 KY1726
 KY1726'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1726'RECOVERED IN GOOD CONDITION.
 KY1726
 KY1726                          STATION RECOVERY (1987)
 KY1726
 KY1726'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0514 ***********************************************************************
 KZ0514  DESIGNATION -  965.22
 KZ0514  PID         -  KZ0514
 KZ0514  STATE/COUNTY-  OH/HOLMES
 KZ0514  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0514
 KZ0514                         *CURRENT SURVEY CONTROL
 KZ0514  ___________________________________________________________________
 KZ0514* NAD 83(1986)-  40 39 04.     (N)    082 08 04.     (W)     SCALED    
 KZ0514* NAVD 88     -       293.797  (meters)     963.90   (feet)  ADJUSTED  
 KZ0514  ___________________________________________________________________
 KZ0514  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KZ0514  DYNAMIC HT  -         293.657 (meters)     963.44  (feet)  COMP
 KZ0514  MODELED GRAV-     980,137.6   (mgal)                       NAVD 88
 KZ0514
 KZ0514  VERT ORDER  -  SECOND    CLASS 0
 KZ0514
 KZ0514.The horizontal coordinates were scaled from a topographic map and have
 KZ0514.an estimated accuracy of +/- 6 seconds.
 KZ0514
 KZ0514.The orthometric height was determined by differential leveling
 KZ0514.and adjusted by the National Geodetic Survey in June 1991..
 KZ0514
 KZ0514.The geoid height was determined by GEOID03.
 KZ0514
 KZ0514.The dynamic height is computed by dividing the NAVD 88
 KZ0514.geopotential number by the normal gravity value computed on the
 KZ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0514.degrees latitude (g = 980.6199 gals.).
 KZ0514
 KZ0514.The modeled gravity was interpolated from observed gravity values.
 KZ0514
 KZ0514;                    North         East    Units  Estimated Accuracy
 KZ0514;SPC OH N     -   109,380.      630,920.      MT  (+/- 180 meters Scaled)
 KZ0514
 KZ0514                          SUPERSEDED SURVEY CONTROL
 KZ0514
 KZ0514  NGVD 29 (??/??/92)  293.995  (m)          964.55   (f) ADJ UNCH    2 0
 KZ0514
 KZ0514.Superseded values are not recommended for survey control.
 KZ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0514.See file dsdata.txt to determine how the superseded data were derived.
 KZ0514
 KZ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF040006(NAD 83)
 KZ0514_MARKER: DD = SURVEY DISK
 KZ0514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0514_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0514_STAMPING: 965.22 FT CONST BM 500.00 FT 1953 HOLMES STA
 KZ0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0514
 KZ0514  HISTORY     - Date     Condition        Report By
 KZ0514  HISTORY     - 1953     MONUMENTED       LOCENG
 KZ0514  HISTORY     - 1959     GOOD             NGS
 KZ0514  HISTORY     - 1971     GOOD             NGS
 KZ0514
 KZ0514                          STATION DESCRIPTION
 KZ0514
 KZ0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0514'0.8 MI S FROM LAKEVILLE.
 KZ0514'ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 226 FROM THE SCHOOL
 KZ0514'AT LAKEVILLE, THENCE ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY
 KZ0514'179, AT THE HOLMES COMPRESSION STATION OF OHIO FUEL GAS CO., ALONG
 KZ0514'THE EAST-WEST FENCE NEAR THE SOUTHWEST CORNER OF THE PLANT LOT,
 KZ0514'181 FEET SOUTH OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING,
 KZ0514'76 1/2 FEET EAST OF THE FENCE CORNER (SOUTHWEST CORNER), AND IS
 KZ0514'DIRECTLY IN THE EAST-WEST FENCE LINE, ABOUT 15 FEET ABOVE THE
 KZ0514'LEVEL OF THE HIGHWAY, AND IS A DISK SET IN CONCRETE FILLED
 KZ0514'6-INCH STEEL PIPE PROJECTING 4 INCHES.
 KZ0514
 KZ0514                          STATION RECOVERY (1971)
 KZ0514
 KZ0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0744 ***********************************************************************
 KZ0744  DESIGNATION -  966
 KZ0744  PID         -  KZ0744
 KZ0744  STATE/COUNTY-  OH/LICKING
 KZ0744  USGS QUAD   -  UTICA (1974)
 KZ0744
 KZ0744                         *CURRENT SURVEY CONTROL
 KZ0744  ___________________________________________________________________
 KZ0744* NAD 83(1986)-  40 14 11.     (N)    082 26 49.     (W)     SCALED    
 KZ0744* NAVD 88     -       294.201  (meters)     965.22   (feet)  ADJUSTED  
 KZ0744  ___________________________________________________________________
 KZ0744  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KZ0744  DYNAMIC HT  -         294.042 (meters)     964.70  (feet)  COMP
 KZ0744  MODELED GRAV-     980,079.0   (mgal)                       NAVD 88
 KZ0744
 KZ0744  VERT ORDER  -  SECOND    CLASS 0
 KZ0744
 KZ0744.The horizontal coordinates were scaled from a topographic map and have
 KZ0744.an estimated accuracy of +/- 6 seconds.
 KZ0744
 KZ0744.The orthometric height was determined by differential leveling
 KZ0744.and adjusted by the National Geodetic Survey in June 1991..
 KZ0744
 KZ0744.The geoid height was determined by GEOID03.
 KZ0744
 KZ0744.The dynamic height is computed by dividing the NAVD 88
 KZ0744.geopotential number by the normal gravity value computed on the
 KZ0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0744.degrees latitude (g = 980.6199 gals.).
 KZ0744
 KZ0744.The modeled gravity was interpolated from observed gravity values.
 KZ0744
 KZ0744;                    North         East    Units  Estimated Accuracy
 KZ0744;SPC OH S     -   248,280.      604,520.      MT  (+/- 180 meters Scaled)
 KZ0744
 KZ0744                          SUPERSEDED SURVEY CONTROL
 KZ0744
 KZ0744  NGVD 29 (??/??/92)  294.377  (m)          965.80   (f) ADJ UNCH    2 0
 KZ0744
 KZ0744.Superseded values are not recommended for survey control.
 KZ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0744.See file dsdata.txt to determine how the superseded data were derived.
 KZ0744
 KZ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE769549(NAD 83)
 KZ0744_MARKER: DD = SURVEY DISK
 KZ0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0744_SP_SET: STEP
 KZ0744_STAMPING: OHIO 966
 KZ0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0744
 KZ0744  HISTORY     - Date     Condition        Report By
 KZ0744  HISTORY     - UNK      MONUMENTED       USGS
 KZ0744  HISTORY     - 1954     MARK NOT FOUND   NGS
 KZ0744
 KZ0744                          STATION DESCRIPTION
 KZ0744
 KZ0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KZ0744'AT UTICA.
 KZ0744'AT UTICA, LICKING COUNTY, AT THE SOUTH ENTRANCE OF THE CITY
 KZ0744'HALL, IN THE TOP OF THE STONE STEP, 10 INCHES EAST OF THE WEST
 KZ0744'DOOR WALL, 8 INCHES NORTH OF THE FRONT OF THE STEP, 35 FEET
 KZ0744'NORTH OF THE CENTERLINE OF SPRING STREET, AND 6 INCHES ABOVE
 KZ0744'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KZ0744'OHIO 966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0700 ***********************************************************************
 KZ0700  DESIGNATION -  967
 KZ0700  PID         -  KZ0700
 KZ0700  STATE/COUNTY-  OH/KNOX
 KZ0700  USGS QUAD   -  HUNT (1984)
 KZ0700
 KZ0700                         *CURRENT SURVEY CONTROL
 KZ0700  ___________________________________________________________________
 KZ0700* NAD 83(1986)-  40 22 08.     (N)    082 23 37.     (W)     SCALED    
 KZ0700* NAVD 88     -       294.279  (meters)     965.48   (feet)  ADJUSTED  
 KZ0700  ___________________________________________________________________
 KZ0700  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KZ0700  DYNAMIC HT  -         294.127 (meters)     964.98  (feet)  COMP
 KZ0700  MODELED GRAV-     980,099.8   (mgal)                       NAVD 88
 KZ0700
 KZ0700  VERT ORDER  -  SECOND    CLASS 0
 KZ0700
 KZ0700.The horizontal coordinates were scaled from a topographic map and have
 KZ0700.an estimated accuracy of +/- 6 seconds.
 KZ0700
 KZ0700.The orthometric height was determined by differential leveling
 KZ0700.and adjusted by the National Geodetic Survey in June 1991..
 KZ0700
 KZ0700.The geoid height was determined by GEOID03.
 KZ0700
 KZ0700.The dynamic height is computed by dividing the NAVD 88
 KZ0700.geopotential number by the normal gravity value computed on the
 KZ0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0700.degrees latitude (g = 980.6199 gals.).
 KZ0700
 KZ0700.The modeled gravity was interpolated from observed gravity values.
 KZ0700
 KZ0700;                    North         East    Units  Estimated Accuracy
 KZ0700;SPC OH N     -    77,990.      609,040.      MT  (+/- 180 meters Scaled)
 KZ0700
 KZ0700                          SUPERSEDED SURVEY CONTROL
 KZ0700
 KZ0700  NGVD 29 (??/??/92)  294.464  (m)          966.09   (f) ADJ UNCH    2 0
 KZ0700
 KZ0700.Superseded values are not recommended for survey control.
 KZ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0700.See file dsdata.txt to determine how the superseded data were derived.
 KZ0700
 KZ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE816696(NAD 83)
 KZ0700_MARKER: DD = SURVEY DISK
 KZ0700_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0700_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0700_STAMPING: 967 OHIO
 KZ0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0700
 KZ0700  HISTORY     - Date     Condition        Report By
 KZ0700  HISTORY     - UNK      MONUMENTED       USGS
 KZ0700  HISTORY     - 1934     GOOD             NGS
 KZ0700
 KZ0700                          STATION DESCRIPTION
 KZ0700
 KZ0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0700'AT GAMBIER.
 KZ0700'AT GAMBIER, KNOX COUNTY, 72 FEET NORTHWEST OF THE NORTHWEST
 KZ0700'CORNER OF THE PENNSYLVANIA RAILROAD STATION, 74 FEET NORTH OF
 KZ0700'THE NORTH RAIL, 33 FEET WEST OF THE CENTERLINE OF A GRAVEL
 KZ0700'ROAD, 21 FEET SOUTHWEST OF A 21-INCH MAPLE TREE, 16 FEET NORTH
 KZ0700'OF THE CENTERLINE OF THE STATION DRIVE, 3.2 FEET WEST OF THE
 KZ0700'SIDEWALK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.  A
 KZ0700'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 967
 KZ0700'OHIO AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 KZ0700'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1794 ***********************************************************************
 KY1794  DESIGNATION -  967.84
 KY1794  PID         -  KY1794
 KY1794  STATE/COUNTY-  OH/STARK
 KY1794  USGS QUAD   -  NAVARRE (1994)
 KY1794
 KY1794                         *CURRENT SURVEY CONTROL
 KY1794  ___________________________________________________________________
 KY1794* NAD 83(1986)-  40 41 15.     (N)    081 35 16.     (W)     SCALED    
 KY1794* NAVD 88     -       294.756  (meters)     967.05   (feet)  ADJUSTED  
 KY1794  ___________________________________________________________________
 KY1794  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KY1794  DYNAMIC HT  -         294.618 (meters)     966.59  (feet)  COMP
 KY1794  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 KY1794
 KY1794  VERT ORDER  -  SECOND    CLASS 0
 KY1794
 KY1794.The horizontal coordinates were scaled from a topographic map and have
 KY1794.an estimated accuracy of +/- 6 seconds.
 KY1794
 KY1794.The orthometric height was determined by differential leveling
 KY1794.and adjusted by the National Geodetic Survey in June 1991..
 KY1794
 KY1794.The geoid height was determined by GEOID03.
 KY1794
 KY1794.The dynamic height is computed by dividing the NAVD 88
 KY1794.geopotential number by the normal gravity value computed on the
 KY1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1794.degrees latitude (g = 980.6199 gals.).
 KY1794
 KY1794.The modeled gravity was interpolated from observed gravity values.
 KY1794
 KY1794;                    North         East    Units  Estimated Accuracy
 KY1794;SPC OH N     -   113,760.      677,110.      MT  (+/- 180 meters Scaled)
 KY1794
 KY1794                          SUPERSEDED SURVEY CONTROL
 KY1794
 KY1794  NGVD 29 (??/??/92)  294.970  (m)          967.75   (f) ADJ UNCH    2 0
 KY1794
 KY1794.Superseded values are not recommended for survey control.
 KY1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1794.See file dsdata.txt to determine how the superseded data were derived.
 KY1794
 KY1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF503042(NAD 83)
 KY1794_MARKER: DD = SURVEY DISK
 KY1794_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1794_SP_SET: ABUTMENT
 KY1794_STAMPING: 967.84
 KY1794_MARK LOGO: OH-151
 KY1794_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1794
 KY1794  HISTORY     - Date     Condition        Report By
 KY1794  HISTORY     - 1959     MONUMENTED       OH-151
 KY1794  HISTORY     - 1959     GOOD             CGS
 KY1794  HISTORY     - 19931211 GOOD             OHDT
 KY1794
 KY1794                          STATION DESCRIPTION
 KY1794
 KY1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1794'3.4 MI NE FROM WILMOT.
 KY1794'ABOUT 2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION
 KY1794'OF U.S. HIGHWAY 250 AT WILMONT, THENCE ABOUT 0.65 MILE EAST-NORTHEAST
 KY1794'ALONG ROAD 303, 0.3 MILE WEST-SOUTHWEST OF THE CROSSING OF
 KY1794'THE BALTIMORE AND OHIO RAILROAD AND THE WHEELING AND LAKE ERIE
 KY1794'RAILROAD, 0.65 MILE EAST-NORTHEAST OF THE SOUTH JUNCTION OF U.S.
 KY1794'HIGHWAY 62 AND STATE HIGHWAY 93, 12 FEET SOUTH OF THE CENTER LINE
 KY1794'OF ROAD 303, IN TOP OF THE EAST END OF THE SOUTH RETAINING WALL
 KY1794'OF EAST CONCRETE ABUTMENT OF 90-FOOT STEEL BRIDGE SU 23.21 OVER
 KY1794'SUGAR CREEK, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 KY1794'NOTE-- THIS MARK CAN BE REACHED BY GOING ABOUT 1.15 MILES SOUTH
 KY1794'ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE CROSSING OF U.S.
 KY1794'HIGHWAY 62 AT JUSTUS, THENCE ABOUT 0.3 MILE WEST-SOUTHWEST ALONG
 KY1794'ROAD 303.
 KY1794
 KY1794                          STATION RECOVERY (1993)
 KY1794
 KY1794'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (JF)
 KY1794'------REPORT BY ODOT -------YEAR 1993------ CONDITION - GOOD-------
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1973 ***********************************************************************
 HY1973  DESIGNATION -  968
 HY1973  PID         -  HY1973
 HY1973  STATE/COUNTY-  OH/BROWN
 HY1973  USGS QUAD   -  HAMERSVILLE (1974)
 HY1973
 HY1973                         *CURRENT SURVEY CONTROL
 HY1973  ___________________________________________________________________
 HY1973* NAD 83(1986)-  38 55 15.     (N)    083 59 15.     (W)     SCALED    
 HY1973* NAVD 88     -       294.766  (meters)     967.08   (feet)  ADJUSTED  
 HY1973  ___________________________________________________________________
 HY1973  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 HY1973  DYNAMIC HT  -         294.573 (meters)     966.44  (feet)  COMP
 HY1973  MODELED GRAV-     979,966.2   (mgal)                       NAVD 88
 HY1973
 HY1973  VERT ORDER  -  SECOND    CLASS 0
 HY1973
 HY1973.The horizontal coordinates were scaled from a topographic map and have
 HY1973.an estimated accuracy of +/- 6 seconds.
 HY1973
 HY1973.The orthometric height was determined by differential leveling
 HY1973.and adjusted by the National Geodetic Survey in June 1991..
 HY1973
 HY1973.The geoid height was determined by GEOID03.
 HY1973
 HY1973.The dynamic height is computed by dividing the NAVD 88
 HY1973.geopotential number by the normal gravity value computed on the
 HY1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1973.degrees latitude (g = 980.6199 gals.).
 HY1973
 HY1973.The modeled gravity was interpolated from observed gravity values.
 HY1973
 HY1973;                    North         East    Units  Estimated Accuracy
 HY1973;SPC OH S     -   103,290.      471,010.      MT  (+/- 180 meters Scaled)
 HY1973
 HY1973                          SUPERSEDED SURVEY CONTROL
 HY1973
 HY1973  NGVD 29 (??/??/92)  294.953  (m)          967.69   (f) ADJ UNCH    2 0
 HY1973
 HY1973.Superseded values are not recommended for survey control.
 HY1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1973.See file dsdata.txt to determine how the superseded data were derived.
 HY1973
 HY1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD409122(NAD 83)
 HY1973_MARKER: P = PIPE CAP
 HY1973_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1973_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1973_STAMPING: 968
 HY1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1973
 HY1973  HISTORY     - Date     Condition        Report By
 HY1973  HISTORY     - UNK      MONUMENTED       USGS
 HY1973  HISTORY     - 1935     GOOD             NGS
 HY1973
 HY1973                          STATION DESCRIPTION
 HY1973
 HY1973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1973'AT HAMERSVILLE.
 HY1973'AT HAMERSVILLE, BROWN COUNTY, AT THE INTERSECTION OF STATE
 HY1973'HIGHWAY 125 AND ORCHARD STREET, 9 YARDS NORTH OF THE CENTERLINE
 HY1973'OF THE HIGHWAY, 4-1/2 YARDS WEST OF THE CENTERLINE OF THE STREET,
 HY1973'2 YARDS NORTHEAST OF A 12-INCH WALNUT TREE, AND ABOUT 1/2 FOOT
 HY1973'LOWER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 HY1973'STANDARD CAP, STAMPED 968 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 HY1973'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1538 ***********************************************************************
 KZ1538  DESIGNATION -  968
 KZ1538  PID         -  KZ1538
 KZ1538  STATE/COUNTY-  OH/UNION
 KZ1538  USGS QUAD   -  MILFORD CENTER (1980)
 KZ1538
 KZ1538                         *CURRENT SURVEY CONTROL
 KZ1538  ___________________________________________________________________
 KZ1538* NAD 83(1986)-  40 09 38.     (N)    083 23 41.     (W)     SCALED    
 KZ1538* NAVD 88     -       294.807  (meters)     967.21   (feet)  ADJUSTED  
 KZ1538  ___________________________________________________________________
 KZ1538  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KZ1538  DYNAMIC HT  -         294.655 (meters)     966.71  (feet)  COMP
 KZ1538  MODELED GRAV-     980,103.5   (mgal)                       NAVD 88
 KZ1538
 KZ1538  VERT ORDER  -  SECOND    CLASS 0
 KZ1538
 KZ1538.The horizontal coordinates were scaled from a topographic map and have
 KZ1538.an estimated accuracy of +/- 6 seconds.
 KZ1538
 KZ1538.The orthometric height was determined by differential leveling
 KZ1538.and adjusted by the National Geodetic Survey in June 1991..
 KZ1538
 KZ1538.The geoid height was determined by GEOID03.
 KZ1538
 KZ1538.The dynamic height is computed by dividing the NAVD 88
 KZ1538.geopotential number by the normal gravity value computed on the
 KZ1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1538.degrees latitude (g = 980.6199 gals.).
 KZ1538
 KZ1538.The modeled gravity was interpolated from observed gravity values.
 KZ1538
 KZ1538;                    North         East    Units  Estimated Accuracy
 KZ1538;SPC OH N     -    55,240.      523,770.      MT  (+/- 180 meters Scaled)
 KZ1538
 KZ1538                          SUPERSEDED SURVEY CONTROL
 KZ1538
 KZ1538  NGVD 29 (??/??/92)  294.992  (m)          967.82   (f) ADJ UNCH    2 0
 KZ1538
 KZ1538.Superseded values are not recommended for survey control.
 KZ1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1538.See file dsdata.txt to determine how the superseded data were derived.
 KZ1538
 KZ1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE960483(NAD 83)
 KZ1538_MARKER: DD = SURVEY DISK
 KZ1538_SETTING: 0 = UNSPECIFIED SETTING
 KZ1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1538
 KZ1538  HISTORY     - Date     Condition        Report By
 KZ1538  HISTORY     - UNK      MONUMENTED       OHHD
 KZ1538  HISTORY     - 1935     GOOD             NGS
 KZ1538
 KZ1538                          STATION DESCRIPTION
 KZ1538
 KZ1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1538'4.7 MI S FROM MARYSVILLE.
 KZ1538'4.7 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE SOUTH CORPORATION
 KZ1538'LIMIT OF MARYSVILLE, UNION COUNTY, 25 YARDS EAST OF THE
 KZ1538'CENTERLINE OF A DIRT ROAD AND TRUSS BRIDGE, 30 FEET SOUTH OF THE
 KZ1538'CENTERLINE OF THE HIGHWAY, AT THE FENCE LINE, AND ABOUT 3 FEET
 KZ1538'LOWER THAN THE ROADWAY.  THE TOP OF AN OHIO STATE HIGHWAY
 KZ1538'DEPARTMENT RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2483 ***********************************************************************
 HY2483  DESIGNATION -  968 OHIO
 HY2483  PID         -  HY2483
 HY2483  STATE/COUNTY-  OH/ADAMS
 HY2483  USGS QUAD   -  MAYSVILLE EAST (1992)
 HY2483
 HY2483                         *CURRENT SURVEY CONTROL
 HY2483  ___________________________________________________________________
 HY2483* NAD 83(1995)-  38 44 38.71184(N)    083 40 35.08522(W)     ADJUSTED  
 HY2483* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 HY2483  ___________________________________________________________________
 HY2483  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 HY2483  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HY2483
 HY2483  HORZ ORDER  -  SECOND
 HY2483
 HY2483.The horizontal coordinates were established by classical geodetic methods
 HY2483.and adjusted by the National Geodetic Survey in April 1998..
 HY2483
 HY2483.The orthometric height was scaled from a topographic map.
 HY2483
 HY2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2483
 HY2483.The geoid height was determined by GEOID03.
 HY2483
 HY2483;                    North         East     Units Scale Factor Converg.
 HY2483;SPC OH S     -    83,270.510   497,728.639   MT  0.99999790   -0 44 47.2
 HY2483;SPC KY1Z     - 1,269,565.747 1,680,261.384   MT  1.00001958   +1 16 23.2
 HY2483;SPC KY1Z     - 4,165,233.62  5,512,657.56   sFT  1.00001958   +1 16 23.2
 HY2483;SPC KY N     -   138,247.331   549,864.675   MT  0.99997372   +0 21 24.5
 HY2483;SPC KY N     -   453,566.45  1,804,014.35   sFT  0.99997372   +0 21 24.5
 HY2483;UTM  17      - 4,291,779.672   267,393.709   MT  1.00026632   -1 40 32.8
 HY2483
 HY2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2483!SPC OH S     -   0.99995909  x   0.99999790  =   0.99995700
 HY2483!SPC KY1Z     -   0.99995909  x   1.00001958  =   0.99997867
 HY2483!SPC KY N     -   0.99995909  x   0.99997372  =   0.99993282
 HY2483!UTM  17      -   0.99995909  x   1.00026632  =   1.00022540
 HY2483
 HY2483                          SUPERSEDED SURVEY CONTROL
 HY2483
 HY2483  NAD 83(1995)-  38 44 38.71346(N)    083 40 35.08162(W) AD(       ) 2
 HY2483  NAD 83(1986)-  38 44 38.72170(N)    083 40 35.08300(W) AD(       ) 2
 HY2483  NAD 27      -  38 44 38.46000(N)    083 40 35.37400(W) AD(       ) 2
 HY2483
 HY2483.Superseded values are not recommended for survey control.
 HY2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2483.See file dsdata.txt to determine how the superseded data were derived.
 HY2483
 HY2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6739491780(NAD 83)
 HY2483_MARKER: DB = BENCH MARK DISK
 HY2483_SETTING: 0 = UNSPECIFIED SETTING
 HY2483_STAMPING: OHIO 968
 HY2483_MARK LOGO: USGS  
 HY2483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2483
 HY2483  HISTORY     - Date     Condition        Report By
 HY2483  HISTORY     - 1953     MONUMENTED       USGS
 HY2483
 HY2483                          STATION DESCRIPTION
 HY2483
 HY2483'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ELJ)
 HY2483'STATION IS LOCATED NEAR THE MAIN CROSSROAD IN THE TOWN OF CLAYTON.
 HY2483'IT IS ON COUNTY ROAD RIGHT OF WAY NEAR THE PROPERTY OF MR. A. GAFFIN.
 HY2483'IT IS ABOUT 100 FEET SOUTH OF THE INTERSECTION, 13 FEET SOUTHWEST OF
 HY2483'THE CENTER OF A PAVED ROAD, 9 FEET SOUTHEAST OF A SMALL MAPLE TREE
 HY2483'AND 6 FEET NORTHEAST OF A FENCE LINE.  THE MARK IS A 4 INCH IRON
 HY2483'PIPE PROJECTING ABOUT 18 INCHES WITH A BRONZE USGS BENCH MARK DISK
 HY2483'RIVETED IN THE TOP AND IS STAMPED OHIO 968 (FEET ABOVE SEA LEVEL).
 HY2483'
 HY2483'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CLAYTON
 HY2483'1953 AND THE DISTANCE IS 53.69 FEET (16.365 METERS).
 HY2483'
 HY2483'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NOS.52, 62, 68
 HY2483'AND STATE HIGHWAY 41 IN ABERDEEN, GO NORTHEAST ON HIGHWAY 41 FOR
 HY2483'10.5 MILES TO A PAVED SIDE ROAD LEFT, TURN LEFT AND GO NORTHWEST ON
 HY2483'PAVED ROAD FOR 3.1 MILES TO CROSSROADS IN CLAYTON AND THE MARK ON
 HY2483'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0132 ***********************************************************************
 LA0132  DESIGNATION -  969
 LA0132  PID         -  LA0132
 LA0132  STATE/COUNTY-  OH/SHELBY
 LA0132  USGS QUAD   -  VERSAILLES (1973)
 LA0132
 LA0132                         *CURRENT SURVEY CONTROL
 LA0132  ___________________________________________________________________
 LA0132* NAD 83(1986)-  40 14 32.     (N)    084 22 35.     (W)     SCALED    
 LA0132* NAVD 88     -       295.261  (meters)     968.70   (feet)  ADJUSTED  
 LA0132  ___________________________________________________________________
 LA0132  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LA0132  DYNAMIC HT  -         295.115 (meters)     968.22  (feet)  COMP
 LA0132  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 LA0132
 LA0132  VERT ORDER  -  SECOND    CLASS 0
 LA0132
 LA0132.The horizontal coordinates were scaled from a topographic map and have
 LA0132.an estimated accuracy of +/- 6 seconds.
 LA0132
 LA0132.The orthometric height was determined by differential leveling
 LA0132.and adjusted by the National Geodetic Survey in June 1991..
 LA0132
 LA0132.The geoid height was determined by GEOID03.
 LA0132
 LA0132.The dynamic height is computed by dividing the NAVD 88
 LA0132.geopotential number by the normal gravity value computed on the
 LA0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0132.degrees latitude (g = 980.6199 gals.).
 LA0132
 LA0132.The modeled gravity was interpolated from observed gravity values.
 LA0132
 LA0132;                    North         East    Units  Estimated Accuracy
 LA0132;SPC OH N     -    65,630.      440,340.      MT  (+/- 180 meters Scaled)
 LA0132
 LA0132                          SUPERSEDED SURVEY CONTROL
 LA0132
 LA0132  NGVD 29 (??/??/92)  295.449  (m)          969.32   (f) ADJ UNCH    2 0
 LA0132
 LA0132.Superseded values are not recommended for survey control.
 LA0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0132.See file dsdata.txt to determine how the superseded data were derived.
 LA0132
 LA0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK231579(NAD 83)
 LA0132_MARKER: DD = SURVEY DISK
 LA0132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0132_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LA0132_STAMPING: 969 OHIO
 LA0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0132
 LA0132  HISTORY     - Date     Condition        Report By
 LA0132  HISTORY     - UNK      MONUMENTED       USGS
 LA0132  HISTORY     - 1934     GOOD             NGS
 LA0132
 LA0132                          STATION DESCRIPTION
 LA0132
 LA0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0132'2.2 MI W FROM HOUSTON.
 LA0132'2.2 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0132'ST. LOUIS RAILWAY FROM THE STATION AT HOUSTON, SHELBY COUNTY,
 LA0132'AT A ROAD CROSSING, IN THE SOUTHWEST CORNER OF THE YARD OF LORAMIE
 LA0132'DISTRICT SCHOOL 1, 30 FEET EAST OF THE CENTER OF A GRAVEL-ROAD
 LA0132'CROSSING, 3 FEET NORTH OF THE FENCE CORNER, AND ABOUT 5 FEET
 LA0132'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LA0132'CAP, STAMPED 969 OHIO AND RIVETED ON THE TOP OF A 3-1/2 INCH
 LA0132'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0989 ***********************************************************************
 JY0989  DESIGNATION -  969
 JY0989  PID         -  JY0989
 JY0989  STATE/COUNTY-  OH/PIKE
 JY0989  USGS QUAD   -  BAINBRIDGE (1979)
 JY0989
 JY0989                         *CURRENT SURVEY CONTROL
 JY0989  ___________________________________________________________________
 JY0989* NAD 83(1986)-  39 10 17.     (N)    083 20 59.     (W)     SCALED    
 JY0989* NAVD 88     -       295.140  (meters)     968.31   (feet)  ADJUSTED  
 JY0989  ___________________________________________________________________
 JY0989  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JY0989  DYNAMIC HT  -         294.963 (meters)     967.72  (feet)  COMP
 JY0989  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 JY0989
 JY0989  VERT ORDER  -  SECOND    CLASS 0
 JY0989
 JY0989.The horizontal coordinates were scaled from a topographic map and have
 JY0989.an estimated accuracy of +/- 6 seconds.
 JY0989
 JY0989.The orthometric height was determined by differential leveling
 JY0989.and adjusted by the National Geodetic Survey in June 1991..
 JY0989
 JY0989.The geoid height was determined by GEOID03.
 JY0989
 JY0989.The dynamic height is computed by dividing the NAVD 88
 JY0989.geopotential number by the normal gravity value computed on the
 JY0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0989.degrees latitude (g = 980.6199 gals.).
 JY0989
 JY0989.The modeled gravity was interpolated from observed gravity values.
 JY0989
 JY0989;                    North         East    Units  Estimated Accuracy
 JY0989;SPC OH S     -   130,390.      526,580.      MT  (+/- 180 meters Scaled)
 JY0989
 JY0989                          SUPERSEDED SURVEY CONTROL
 JY0989
 JY0989  NGVD 29 (??/??/92)  295.326  (m)          968.92   (f) ADJ UNCH    2 0
 JY0989
 JY0989.Superseded values are not recommended for survey control.
 JY0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0989.See file dsdata.txt to determine how the superseded data were derived.
 JY0989
 JY0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD970384(NAD 83)
 JY0989_MARKER: P = PIPE CAP
 JY0989_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JY0989_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JY0989_STAMPING: 969 1935
 JY0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0989
 JY0989  HISTORY     - Date     Condition        Report By
 JY0989  HISTORY     - 1935     MONUMENTED       USGS
 JY0989
 JY0989                          STATION DESCRIPTION
 JY0989
 JY0989'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 JY0989'AT CYNTHIANA.
 JY0989'AT CYNTHIANA, PIKE COUNTY, ON STATE HIGHWAY 41, 0.2 MILE SOUTH OF
 JY0989'THE POST OFFICE, 35 YARDS NORTH OF THE NORTH SIDE OF THE E.L.
 JY0989'BATHER HOUSE, 28.5 FEET WEST OF THE CENTER OF THE JUNCTION OF A
 JY0989'DIRT ROAD, AND 11.4 FEET WEST OF THE SOUTHEAST CORNER OF THE
 JY0989'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 JY0989'969 1935 AND RIVETED ON THE TOP OF A 3-1/2-INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1460 ***********************************************************************
 KY1460  DESIGNATION -  969
 KY1460  PID         -  KY1460
 KY1460  STATE/COUNTY-  OH/HARRISON
 KY1460  USGS QUAD   -  SCIO (1994)
 KY1460
 KY1460                         *CURRENT SURVEY CONTROL
 KY1460  ___________________________________________________________________
 KY1460* NAD 83(1986)-  40 23 21.     (N)    081 04 40.     (W)     SCALED    
 KY1460* NAVD 88     -       295.920  (meters)     970.86   (feet)  ADJUSTED  
 KY1460  ___________________________________________________________________
 KY1460  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KY1460  DYNAMIC HT  -         295.766 (meters)     970.36  (feet)  COMP
 KY1460  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 KY1460
 KY1460  VERT ORDER  -  SECOND    CLASS 0
 KY1460
 KY1460.The horizontal coordinates were scaled from a topographic map and have
 KY1460.an estimated accuracy of +/- 6 seconds.
 KY1460
 KY1460.The orthometric height was determined by differential leveling
 KY1460.and adjusted by the National Geodetic Survey in June 1991..
 KY1460
 KY1460.The geoid height was determined by GEOID03.
 KY1460
 KY1460.The dynamic height is computed by dividing the NAVD 88
 KY1460.geopotential number by the normal gravity value computed on the
 KY1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1460.degrees latitude (g = 980.6199 gals.).
 KY1460
 KY1460.The modeled gravity was interpolated from observed gravity values.
 KY1460
 KY1460;                    North         East    Units  Estimated Accuracy
 KY1460;SPC OH N     -    81,220.      720,750.      MT  (+/- 180 meters Scaled)
 KY1460
 KY1460                          SUPERSEDED SURVEY CONTROL
 KY1460
 KY1460  NGVD 29 (??/??/92)  296.110  (m)          971.49   (f) ADJ UNCH    2 0
 KY1460
 KY1460.Superseded values are not recommended for survey control.
 KY1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1460.See file dsdata.txt to determine how the superseded data were derived.
 KY1460
 KY1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME933709(NAD 83)
 KY1460_MARKER: B = BOLT
 KY1460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1460_SP_SET: BRIDGE
 KY1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1460
 KY1460  HISTORY     - Date     Condition        Report By
 KY1460  HISTORY     - UNK      MONUMENTED       PRR
 KY1460  HISTORY     - 1934     GOOD             NGS
 KY1460
 KY1460                          STATION DESCRIPTION
 KY1460
 KY1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1460'0.5 MI E FROM SCIO.
 KY1460'0.5 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 KY1460'SCIO, HARRISON COUNTY, 0.6 MILE WEST OF MILEPOST 74, AT BRIDGE
 KY1460'NO. 74.57, IN THE TOP OF THE NORTH SIDE OF THE WEST WING WALL,
 KY1460'3 YARDS NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 3 YARDS
 KY1460'SOUTH OF THE NORTH EDGE OF THE WING WALL, AND ABOUT 6 FEET BELOW
 KY1460'THE TOP OF THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0814 ***********************************************************************
 JZ0814  DESIGNATION -  97
 JZ0814  PID         -  JZ0814
 JZ0814  STATE/COUNTY-  OH/HAMILTON
 JZ0814  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0814
 JZ0814                         *CURRENT SURVEY CONTROL
 JZ0814  ___________________________________________________________________
 JZ0814* NAD 83(1986)-  39 09 59.     (N)    084 30 50.     (W)     SCALED    
 JZ0814* NAVD 88     -       152.986  (meters)     501.92   (feet)  ADJUSTED  
 JZ0814  ___________________________________________________________________
 JZ0814  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0814  DYNAMIC HT  -         152.891 (meters)     501.61  (feet)  COMP
 JZ0814  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 JZ0814
 JZ0814  VERT ORDER  -  FIRST     CLASS II
 JZ0814
 JZ0814.The horizontal coordinates were scaled from a topographic map and have
 JZ0814.an estimated accuracy of +/- 6 seconds.
 JZ0814
 JZ0814.The orthometric height was determined by differential leveling
 JZ0814.and adjusted by the National Geodetic Survey in June 1991..
 JZ0814
 JZ0814.The geoid height was determined by GEOID03.
 JZ0814
 JZ0814.The dynamic height is computed by dividing the NAVD 88
 JZ0814.geopotential number by the normal gravity value computed on the
 JZ0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0814.degrees latitude (g = 980.6199 gals.).
 JZ0814
 JZ0814.The modeled gravity was interpolated from observed gravity values.
 JZ0814
 JZ0814;                    North         East    Units  Estimated Accuracy
 JZ0814;SPC OH S     -   131,430.      425,980.      MT  (+/- 180 meters Scaled)
 JZ0814
 JZ0814                          SUPERSEDED SURVEY CONTROL
 JZ0814
 JZ0814  NGVD 29 (??/??/92)  153.16   (m)          502.5    (f) COMPUTED    1 2
 JZ0814
 JZ0814.Superseded values are not recommended for survey control.
 JZ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0814.See file dsdata.txt to determine how the superseded data were derived.
 JZ0814
 JZ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ147381(NAD 83)
 JZ0814_MARKER: DD = SURVEY DISK
 JZ0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0814_SP_SET: STEP
 JZ0814_STAMPING: 97
 JZ0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0814
 JZ0814  HISTORY     - Date     Condition        Report By
 JZ0814  HISTORY     - UNK      MONUMENTED       OH1610
 JZ0814  HISTORY     - 1947     GOOD             NGS
 JZ0814
 JZ0814                          STATION DESCRIPTION
 JZ0814
 JZ0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0814'AT WINTON PLACE.
 JZ0814'ORIGINAL DESCRIPTION-- AT WINTON PLACE, HAMILTON COUNTY, AT THE
 JZ0814'CORNER OF SPRING GROVE AND MITCHELL AVENUES, AT THE SOUTHEAST
 JZ0814'ENTRANCE OF THE CINCINNATI CAR CORP. BUILDING, IN THE TOP OF
 JZ0814'THE SOUTH END OF THE FOURTH STEP, ABOUT 18 YARDS NORTH OF THE
 JZ0814'NORTHEAST CORNER OF THE CHESTER AMUSEMENT PARK, ABOUT 18 YARDS
 JZ0814'WEST OF THE CENTER LINE OF SPRING GROVE AVENUE, AND ABOUT 3
 JZ0814'FEET HIGHER THAN THE SIDEWALK.  NOTE-- THE MARK SHOWS NO EVIDENCE
 JZ0814'OF BEING DAMAGED BUT THE ELEVATION FAILED TO CHECK BY A DECIMETER.
 JZ0814'IT MAY BE THAT THE STEPS HAVE BEEN REBUILT SINCE THE ORIGINAL
 JZ0814'LEVELING.  THE BUILDING IS NOW OCCUPIED BY THE ALBERS STORES
 JZ0814'INC., OUTSIDE OF THAT THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0822 ***********************************************************************
 KZ0822  DESIGNATION -  970
 KZ0822  PID         -  KZ0822
 KZ0822  STATE/COUNTY-  OH/DELAWARE
 KZ0822  USGS QUAD   -  SUNBURY (1981)
 KZ0822
 KZ0822                         *CURRENT SURVEY CONTROL
 KZ0822  ___________________________________________________________________
 KZ0822* NAD 83(1986)-  40 14 33.     (N)    082 51 33.     (W)     SCALED    
 KZ0822* NAVD 88     -       295.702  (meters)     970.15   (feet)  ADJUSTED  
 KZ0822  ___________________________________________________________________
 KZ0822  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0822  DYNAMIC HT  -         295.542 (meters)     969.62  (feet)  COMP
 KZ0822  MODELED GRAV-     980,079.0   (mgal)                       NAVD 88
 KZ0822
 KZ0822  VERT ORDER  -  SECOND    CLASS 0
 KZ0822
 KZ0822.The horizontal coordinates were scaled from a topographic map and have
 KZ0822.an estimated accuracy of +/- 6 seconds.
 KZ0822
 KZ0822.The orthometric height was determined by differential leveling
 KZ0822.and adjusted by the National Geodetic Survey in June 1991..
 KZ0822
 KZ0822.The geoid height was determined by GEOID03.
 KZ0822
 KZ0822.The dynamic height is computed by dividing the NAVD 88
 KZ0822.geopotential number by the normal gravity value computed on the
 KZ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0822.degrees latitude (g = 980.6199 gals.).
 KZ0822
 KZ0822.The modeled gravity was interpolated from observed gravity values.
 KZ0822
 KZ0822;                    North         East    Units  Estimated Accuracy
 KZ0822;SPC OH N     -    64,010.      569,440.      MT  (+/- 180 meters Scaled)
 KZ0822
 KZ0822                          SUPERSEDED SURVEY CONTROL
 KZ0822
 KZ0822  NGVD 29 (??/??/92)  295.85   (m)          970.6    (f) COMPUTED    2 0
 KZ0822
 KZ0822.Superseded values are not recommended for survey control.
 KZ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0822.See file dsdata.txt to determine how the superseded data were derived.
 KZ0822
 KZ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE418563(NAD 83)
 KZ0822_MARKER: DD = SURVEY DISK
 KZ0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0822_SP_SET: BUILDING
 KZ0822_STAMPING: 970 OHIO
 KZ0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0822
 KZ0822  HISTORY     - Date     Condition        Report By
 KZ0822  HISTORY     - UNK      MONUMENTED       USGS
 KZ0822  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ0822
 KZ0822                          STATION DESCRIPTION
 KZ0822
 KZ0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0822'AT SUNBURY.
 KZ0822'AT SUNBURY, DELAWARE COUNTY, ON THE PENNSYLVANIA RAILROAD AT
 KZ0822'THE PUBLIC SQUARE, AT THE NORTHEAST CORNER OF THE RED BRICK CITY
 KZ0822'HALL, 2.2 FEET WEST OF THE NORTHWEST CORNER OF THE BUILDING,
 KZ0822'IN THE MAIN STONE BASE OF THE NORTH SIDE, AND LEVEL WITH THE
 KZ0822'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KZ0822'970 OHIO AND SET VERTICALLY.  NOTE-- THE DESCRIPTION IS CONFUSING
 KZ0822'IN STATING THAT MARK IS AT NORTHEAST CORNER OF BUILDING AND 2.2
 KZ0822'FEET WEST OF NORTHWEST CORNER.  A STAIRWAY LEADS TO BASEMENT AT
 KZ0822'THE NORTHEAST CORNER, HOWEVER, IT APPEARS THAT IT MAY HAVE BEEN
 KZ0822'THERE SINCE THE BUILDING WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0122 ***********************************************************************
 JZ0122  DESIGNATION -  970.24
 JZ0122  PID         -  JZ0122
 JZ0122  STATE/COUNTY-  OH/GREENE
 JZ0122  USGS QUAD   -  FAIRBORN (1992)
 JZ0122
 JZ0122                         *CURRENT SURVEY CONTROL
 JZ0122  ___________________________________________________________________
 JZ0122* NAD 83(1986)-  39 47 12.     (N)    084 05 04.     (W)     SCALED    
 JZ0122* NAVD 88     -       295.421  (meters)     969.23   (feet)  ADJUSTED  
 JZ0122  ___________________________________________________________________
 JZ0122  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JZ0122  DYNAMIC HT  -         295.259 (meters)     968.70  (feet)  COMP
 JZ0122  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 JZ0122
 JZ0122  VERT ORDER  -  SECOND    CLASS 0
 JZ0122
 JZ0122.The horizontal coordinates were scaled from a topographic map and have
 JZ0122.an estimated accuracy of +/- 6 seconds.
 JZ0122
 JZ0122.The orthometric height was determined by differential leveling
 JZ0122.and adjusted by the National Geodetic Survey in June 1991..
 JZ0122
 JZ0122.The geoid height was determined by GEOID03.
 JZ0122
 JZ0122.The dynamic height is computed by dividing the NAVD 88
 JZ0122.geopotential number by the normal gravity value computed on the
 JZ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0122.degrees latitude (g = 980.6199 gals.).
 JZ0122
 JZ0122.The modeled gravity was interpolated from observed gravity values.
 JZ0122
 JZ0122;                    North         East    Units  Estimated Accuracy
 JZ0122;SPC OH S     -   199,540.      464,290.      MT  (+/- 180 meters Scaled)
 JZ0122
 JZ0122                          SUPERSEDED SURVEY CONTROL
 JZ0122
 JZ0122  NGVD 29 (??/??/92)  295.633  (m)          969.92   (f) ADJ UNCH    2 0
 JZ0122
 JZ0122.Superseded values are not recommended for survey control.
 JZ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0122.See file dsdata.txt to determine how the superseded data were derived.
 JZ0122
 JZ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK496081(NAD 83)
 JZ0122_MARKER: DD = SURVEY DISK
 JZ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0122_STAMPING: 8+80 S 28 + 80 E 970.24
 JZ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0122+STABILITY: SURFACE MOTION
 JZ0122
 JZ0122  HISTORY     - Date     Condition        Report By
 JZ0122  HISTORY     - UNK      MONUMENTED       DOD
 JZ0122  HISTORY     - 1947     GOOD             NGS
 JZ0122  HISTORY     - 1954     MARK NOT FOUND   NGS
 JZ0122
 JZ0122                          STATION DESCRIPTION
 JZ0122
 JZ0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0122'AT WRIGHT FIELD.
 JZ0122'AT WRIGHT FIELD, IN THE BLOCK BORDERED EAST AND WEST BY P AND N
 JZ0122'STREETS AND NORTH AND SOUTH BY 7TH AND 8TH STREETS, 66 FEET
 JZ0122'WEST OF THE CENTER LINE OF P STREET, 104 FEET NORTH OF THE CENTER
 JZ0122'LINE OF 8TH STREET, 75 YARDS NORTHWEST OF A ROAD IDENTIFICATION
 JZ0122'SIGN, 143.16 FEET SOUTH OF TRIANGULATION STATION INDIAN 1945,
 JZ0122'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 JZ0122'P STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 JZ0122'INCHES.
 JZ0122
 JZ0122                          STATION RECOVERY (1954)
 JZ0122
 JZ0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JZ0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0363 ***********************************************************************
 LA0363  DESIGNATION -  974
 LA0363  PID         -  LA0363
 LA0363  STATE/COUNTY-  OH/MERCER
 LA0363  USGS QUAD   -  FORT RECOVERY (1994)
 LA0363
 LA0363                         *CURRENT SURVEY CONTROL
 LA0363  ___________________________________________________________________
 LA0363* NAD 83(1986)-  40 25 43.     (N)    084 48 14.     (W)     SCALED    
 LA0363* NAVD 88     -       296.621  (meters)     973.16   (feet)  ADJUSTED  
 LA0363  ___________________________________________________________________
 LA0363  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LA0363  DYNAMIC HT  -         296.476 (meters)     972.69  (feet)  COMP
 LA0363  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 LA0363
 LA0363  VERT ORDER  -  SECOND    CLASS 0
 LA0363
 LA0363.The horizontal coordinates were scaled from a topographic map and have
 LA0363.an estimated accuracy of +/- 6 seconds.
 LA0363
 LA0363.The orthometric height was determined by differential leveling
 LA0363.and adjusted by the National Geodetic Survey in June 1991..
 LA0363
 LA0363.The geoid height was determined by GEOID03.
 LA0363
 LA0363.The dynamic height is computed by dividing the NAVD 88
 LA0363.geopotential number by the normal gravity value computed on the
 LA0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0363.degrees latitude (g = 980.6199 gals.).
 LA0363
 LA0363.The modeled gravity was interpolated from observed gravity values.
 LA0363
 LA0363;                    North         East    Units  Estimated Accuracy
 LA0363;SPC OH N     -    87,190.      404,520.      MT  (+/- 180 meters Scaled)
 LA0363
 LA0363                          SUPERSEDED SURVEY CONTROL
 LA0363
 LA0363  NGVD 29 (??/??/92)  296.777  (m)          973.68   (f) ADJ UNCH    2 0
 LA0363
 LA0363.Superseded values are not recommended for survey control.
 LA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0363.See file dsdata.txt to determine how the superseded data were derived.
 LA0363
 LA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK862776(NAD 83)
 LA0363_MARKER: P = PIPE CAP
 LA0363_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0363_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LA0363_STAMPING: 974 OHIO
 LA0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0363
 LA0363  HISTORY     - Date     Condition        Report By
 LA0363  HISTORY     - UNK      MONUMENTED       USGS
 LA0363  HISTORY     - 1947     GOOD             NGS
 LA0363
 LA0363                          STATION DESCRIPTION
 LA0363
 LA0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0363'2.6 MI NW FROM FORT RECOVERY.
 LA0363'ABOUT 1.35 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE
 LA0363'AT FORT RECOVERY, THENCE ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD,
 LA0363'THENCE ABOUT 0.35 MILE SOUTH ALONG THE INDIANA-OHIO STATE LINE
 LA0363'ROAD, ABOUT 0.15 MILE SOUTH OF THE JUNCTION OF A LANE LEADING
 LA0363'WEST TO A FARM, 19 FEET EAST OF THE CENTER LINE OF THE STATE LINE
 LA0363'ROAD, 34.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A FENCE AROUND
 LA0363'A PASTURE, 45 FEET SOUTHWEST OF A 10-INCH WILD CHERRY TREE
 LA0363'IN THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 LA0363'ABOUT 0.5 FOOT ABOVE THE ROAD AND SET ON A PIPE PROJECTING 12
 LA0363'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1860 ***********************************************************************
 KY1860  DESIGNATION -  974
 KY1860  PID         -  KY1860
 KY1860  STATE/COUNTY-  OH/WAYNE
 KY1860  USGS QUAD   -  FREDERICKSBURG (1994)
 KY1860
 KY1860                         *CURRENT SURVEY CONTROL
 KY1860  ___________________________________________________________________
 KY1860* NAD 83(1986)-  40 40 33.     (N)    081 52 18.     (W)     SCALED    
 KY1860* NAVD 88     -       296.581  (meters)     973.03   (feet)  ADJUSTED  
 KY1860  ___________________________________________________________________
 KY1860  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KY1860  DYNAMIC HT  -         296.442 (meters)     972.58  (feet)  COMP
 KY1860  MODELED GRAV-     980,149.4   (mgal)                       NAVD 88
 KY1860
 KY1860  VERT ORDER  -  SECOND    CLASS 0
 KY1860
 KY1860.The horizontal coordinates were scaled from a topographic map and have
 KY1860.an estimated accuracy of +/- 6 seconds.
 KY1860
 KY1860.The orthometric height was determined by differential leveling
 KY1860.and adjusted by the National Geodetic Survey in June 1991..
 KY1860
 KY1860.The geoid height was determined by GEOID03.
 KY1860
 KY1860.The dynamic height is computed by dividing the NAVD 88
 KY1860.geopotential number by the normal gravity value computed on the
 KY1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1860.degrees latitude (g = 980.6199 gals.).
 KY1860
 KY1860.The modeled gravity was interpolated from observed gravity values.
 KY1860
 KY1860;                    North         East    Units  Estimated Accuracy
 KY1860;SPC OH N     -   112,260.      653,120.      MT  (+/- 180 meters Scaled)
 KY1860
 KY1860                          SUPERSEDED SURVEY CONTROL
 KY1860
 KY1860  NGVD 29 (??/??/92)  296.791  (m)          973.72   (f) ADJ UNCH    2 0
 KY1860
 KY1860.Superseded values are not recommended for survey control.
 KY1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1860.See file dsdata.txt to determine how the superseded data were derived.
 KY1860
 KY1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF263031(NAD 83)
 KY1860_MARKER: P = PIPE CAP
 KY1860_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY1860_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KY1860_STAMPING: 974
 KY1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1860
 KY1860  HISTORY     - Date     Condition        Report By
 KY1860  HISTORY     - UNK      MONUMENTED       USGS
 KY1860  HISTORY     - 1959     GOOD             NGS
 KY1860  HISTORY     - 19870330 GOOD             OHDT
 KY1860
 KY1860                          STATION DESCRIPTION
 KY1860
 KY1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1860'AT FREDERICKSBURG.
 KY1860'AT FREDERICKSBURG, ABOUT 0.1 MILE WEST ALONG COUNTY ROAD 2 FROM
 KY1860'THE JUNCTION OF COUNTY ROAD 10, 83 FEET SOUTH OF THE CENTER LINE
 KY1860'OF THE ROAD, 60 FEET SOUTH OF THE NORTHEAST CORNER OF SCHOOL YARD,
 KY1860'71 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL,
 KY1860'12 1/2 FEET WEST OF THE CENTER LINE OF A BLACK TOP ROAD ALONG
 KY1860'THE EAST SIDE OF THE SCHOOL, 1 FOOT SOUTHWEST OF A 2-INCH STEEL
 KY1860'PIPE FENCE ALONG THE EAST EDGE OF SCHOOL YARD, ABOUT LEVEL WITH
 KY1860'THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 KY1860'10 INCHES.
 KY1860
 KY1860                          STATION RECOVERY (1987)
 KY1860
 KY1860'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1014 ***********************************************************************
 KZ1014  DESIGNATION -  974
 KZ1014  PID         -  KZ1014
 KZ1014  STATE/COUNTY-  OH/RICHLAND
 KZ1014  USGS QUAD   -  SHELBY (1980)
 KZ1014
 KZ1014                         *CURRENT SURVEY CONTROL
 KZ1014  ___________________________________________________________________
 KZ1014* NAD 83(1986)-  40 59 18.     (N)    082 41 46.     (W)     SCALED    
 KZ1014* NAVD 88     -       296.392  (meters)     972.41   (feet)  ADJUSTED  
 KZ1014  ___________________________________________________________________
 KZ1014  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 KZ1014  DYNAMIC HT  -         296.253 (meters)     971.96  (feet)  COMP
 KZ1014  MODELED GRAV-     980,149.2   (mgal)                       NAVD 88
 KZ1014
 KZ1014  VERT ORDER  -  SECOND    CLASS 0
 KZ1014
 KZ1014.The horizontal coordinates were scaled from a topographic map and have
 KZ1014.an estimated accuracy of +/- 6 seconds.
 KZ1014
 KZ1014.The orthometric height was determined by differential leveling
 KZ1014.and adjusted by the National Geodetic Survey in June 1991..
 KZ1014
 KZ1014.The geoid height was determined by GEOID03.
 KZ1014
 KZ1014.The dynamic height is computed by dividing the NAVD 88
 KZ1014.geopotential number by the normal gravity value computed on the
 KZ1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1014.degrees latitude (g = 980.6199 gals.).
 KZ1014
 KZ1014.The modeled gravity was interpolated from observed gravity values.
 KZ1014
 KZ1014;                    North         East    Units  Estimated Accuracy
 KZ1014;SPC OH N     -   146,780.      583,500.      MT  (+/- 180 meters Scaled)
 KZ1014
 KZ1014                          SUPERSEDED SURVEY CONTROL
 KZ1014
 KZ1014  NGVD 29 (??/??/92)  296.541  (m)          972.90   (f) ADJ UNCH    2 0
 KZ1014
 KZ1014.Superseded values are not recommended for survey control.
 KZ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1014.See file dsdata.txt to determine how the superseded data were derived.
 KZ1014
 KZ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF573388(NAD 83)
 KZ1014_MARKER: DD = SURVEY DISK
 KZ1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1014_SP_SET: ABUTMENT
 KZ1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1014
 KZ1014  HISTORY     - Date     Condition        Report By
 KZ1014  HISTORY     - UNK      MONUMENTED       USGS
 KZ1014  HISTORY     - 1944     GOOD             NGS
 KZ1014  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KZ1014
 KZ1014                          STATION DESCRIPTION
 KZ1014
 KZ1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KZ1014'1.4 MI W FROM PLYMOUTH.
 KZ1014'1.4 MILES WEST ALONG THE OLD NORTHERN OHIO RAILWAY FROM THE
 KZ1014'STATION AT PLYMOUTH, RICHLAND COUNTY, AT A GRAVEL-HIGHWAY CROSSING,
 KZ1014'17.8 FEET SOUTHWEST OF THE INTERSECTION OF THE SOUTH RAIL WITH
 KZ1014'THE CENTERLINE OF THE HIGHWAY, 15.8 FEET SOUTH OF THE SOUTH RAIL,
 KZ1014'AT A HIGHWAY BRIDGE, IN THE NORTHWEST CORNER ABUTMENT STONE,
 KZ1014'9.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET LOWER
 KZ1014'THAN THE TOP OF THE RAIL.  THE HIGH POINT IN THE CENTER OF A 1-INCH
 KZ1014'CHISELED SQUARE.
 KZ1014
 KZ1014                          STATION RECOVERY (1987)
 KZ1014
 KZ1014'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1930 ***********************************************************************
 HY1930  DESIGNATION -  975
 HY1930  PID         -  HY1930
 HY1930  STATE/COUNTY-  OH/BROWN
 HY1930  USGS QUAD   -  RUSSELLVILLE (1974)
 HY1930
 HY1930                         *CURRENT SURVEY CONTROL
 HY1930  ___________________________________________________________________
 HY1930* NAD 83(1986)-  38 51 59.     (N)    083 47 14.     (W)     SCALED    
 HY1930* NAVD 88     -       297.150  (meters)     974.90   (feet)  ADJUSTED  
 HY1930  ___________________________________________________________________
 HY1930  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HY1930  DYNAMIC HT  -         296.957 (meters)     974.27  (feet)  COMP
 HY1930  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 HY1930
 HY1930  VERT ORDER  -  SECOND    CLASS 0
 HY1930
 HY1930.The horizontal coordinates were scaled from a topographic map and have
 HY1930.an estimated accuracy of +/- 6 seconds.
 HY1930
 HY1930.The orthometric height was determined by differential leveling
 HY1930.and adjusted by the National Geodetic Survey in June 1991..
 HY1930.WARNING-Repeat measurements at this control monument indicate possible
 HY1930.vertical movement.
 HY1930
 HY1930.The geoid height was determined by GEOID03.
 HY1930
 HY1930.The dynamic height is computed by dividing the NAVD 88
 HY1930.geopotential number by the normal gravity value computed on the
 HY1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1930.degrees latitude (g = 980.6199 gals.).
 HY1930
 HY1930.The modeled gravity was interpolated from observed gravity values.
 HY1930
 HY1930;                    North         East    Units  Estimated Accuracy
 HY1930;SPC OH S     -    96,980.      488,290.      MT  (+/- 180 meters Scaled)
 HY1930
 HY1930                          SUPERSEDED SURVEY CONTROL
 HY1930
 HY1930  NGVD 29 (??/??/92)  297.352  (m)          975.56   (f) ADJ UNCH    2 0
 HY1930
 HY1930.Superseded values are not recommended for survey control.
 HY1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1930.See file dsdata.txt to determine how the superseded data were derived.
 HY1930
 HY1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD581056(NAD 83)
 HY1930_MARKER: P = PIPE CAP
 HY1930_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1930_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1930_STAMPING: OHIO 975
 HY1930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1930
 HY1930  HISTORY     - Date     Condition        Report By
 HY1930  HISTORY     - UNK      MONUMENTED       USGS
 HY1930  HISTORY     - 1936     GOOD             NGS
 HY1930
 HY1930                          STATION DESCRIPTION
 HY1930
 HY1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 HY1930'AT RUSSELLVILLE.
 HY1930'AT RUSSELLVILLE, BROWN COUNTY, AT THE SOUTHEAST CORNER OF A
 HY1930'LOCAL PARK, 76 YARDS SOUTH OF THE CENTER OF THE INTERSECTION OF
 HY1930'U.S. HIGHWAY 62 AND STATE HIGHWAY 125, 42 YARDS WEST OF THE
 HY1930'CENTERLINE OF U.S. HIGHWAY 62, AND 12 FEET WEST OF THE NORTHEAST
 HY1930'CORNER OF THE CITY JAIL.  A UNITED STATES GEOLOGICAL SURVEY
 HY1930'STANDARD CAP, STAMPED OHIO 975 AND RIVETED ON THE TOP OF A
 HY1930'3-1/2-INCH IRON PIPE PROJECTING ABOUT 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0702 ***********************************************************************
 KZ0702  DESIGNATION -  976
 KZ0702  PID         -  KZ0702
 KZ0702  STATE/COUNTY-  OH/KNOX
 KZ0702  USGS QUAD   -  MT VERNON (1982)
 KZ0702
 KZ0702                         *CURRENT SURVEY CONTROL
 KZ0702  ___________________________________________________________________
 KZ0702* NAD 83(1986)-  40 22 31.     (N)    082 27 09.     (W)     SCALED    
 KZ0702* NAVD 88     -       297.251  (meters)     975.23   (feet)  ADJUSTED  
 KZ0702  ___________________________________________________________________
 KZ0702  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KZ0702  DYNAMIC HT  -         297.096 (meters)     974.72  (feet)  COMP
 KZ0702  MODELED GRAV-     980,097.8   (mgal)                       NAVD 88
 KZ0702
 KZ0702  VERT ORDER  -  SECOND    CLASS 0
 KZ0702
 KZ0702.The horizontal coordinates were scaled from a topographic map and have
 KZ0702.an estimated accuracy of +/- 6 seconds.
 KZ0702
 KZ0702.The orthometric height was determined by differential leveling
 KZ0702.and adjusted by the National Geodetic Survey in June 1991..
 KZ0702
 KZ0702.The geoid height was determined by GEOID03.
 KZ0702
 KZ0702.The dynamic height is computed by dividing the NAVD 88
 KZ0702.geopotential number by the normal gravity value computed on the
 KZ0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0702.degrees latitude (g = 980.6199 gals.).
 KZ0702
 KZ0702.The modeled gravity was interpolated from observed gravity values.
 KZ0702
 KZ0702;                    North         East    Units  Estimated Accuracy
 KZ0702;SPC OH N     -    78,690.      604,030.      MT  (+/- 180 meters Scaled)
 KZ0702
 KZ0702                          SUPERSEDED SURVEY CONTROL
 KZ0702
 KZ0702  NGVD 29 (??/??/92)  297.430  (m)          975.82   (f) ADJ UNCH    2 0
 KZ0702
 KZ0702.Superseded values are not recommended for survey control.
 KZ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0702.See file dsdata.txt to determine how the superseded data were derived.
 KZ0702
 KZ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE766704(NAD 83)
 KZ0702_MARKER: DD = SURVEY DISK
 KZ0702_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0702_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0702_STAMPING: 976 OHIO
 KZ0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0702
 KZ0702  HISTORY     - Date     Condition        Report By
 KZ0702  HISTORY     - UNK      MONUMENTED       USGS
 KZ0702  HISTORY     - 1934     GOOD             NGS
 KZ0702
 KZ0702                          STATION DESCRIPTION
 KZ0702
 KZ0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0702'2.4 MI E FROM MOUNT VERNON.
 KZ0702'2.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KZ0702'STATION AT MOUNT VERNON, KNOX COUNTY, 0.2 MILE EAST OF
 KZ0702'MILEPOST H 98, 0.4 MILE WEST OF A BRIDGE OVER THE KOKOSING
 KZ0702'RIVER, 76 FEET NORTHEAST OF THE CENTER OF A PRIVATE-ROAD
 KZ0702'CROSSING, 31 FEET EAST OF A SMALL STONE CABIN, 18 FEET NORTH OF
 KZ0702'THE CENTERLINE OF A DIRT ROAD, 15 FEET WEST OF THE CENTERLINE
 KZ0702'OF A DRIVE, 7 FEET NORTH OF A FENCE CORNER, 1.4 FEET WEST OF THE
 KZ0702'WHITE BOARD FENCE, AND 6 FEET ABOVE THE LEVEL OF THE TRACK.
 KZ0702'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 976 OHIO
 KZ0702'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 KZ0702'16 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1889 ***********************************************************************
 HY1889  DESIGNATION -  976
 HY1889  PID         -  HY1889
 HY1889  STATE/COUNTY-  OH/ADAMS
 HY1889  USGS QUAD   -  WINCHESTER (1986)
 HY1889
 HY1889                         *CURRENT SURVEY CONTROL
 HY1889  ___________________________________________________________________
 HY1889* NAD 83(1986)-  38 56 34.     (N)    083 39 18.     (W)     SCALED    
 HY1889* NAVD 88     -       297.352  (meters)     975.56   (feet)  ADJUSTED  
 HY1889  ___________________________________________________________________
 HY1889  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY1889  DYNAMIC HT  -         297.163 (meters)     974.94  (feet)  COMP
 HY1889  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 HY1889
 HY1889  VERT ORDER  -  SECOND    CLASS 0
 HY1889
 HY1889.The horizontal coordinates were scaled from a topographic map and have
 HY1889.an estimated accuracy of +/- 6 seconds.
 HY1889
 HY1889.The orthometric height was determined by differential leveling
 HY1889.and adjusted by the National Geodetic Survey in June 1991..
 HY1889
 HY1889.The geoid height was determined by GEOID03.
 HY1889
 HY1889.The dynamic height is computed by dividing the NAVD 88
 HY1889.geopotential number by the normal gravity value computed on the
 HY1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1889.degrees latitude (g = 980.6199 gals.).
 HY1889
 HY1889.The modeled gravity was interpolated from observed gravity values.
 HY1889
 HY1889;                    North         East    Units  Estimated Accuracy
 HY1889;SPC OH S     -   105,300.      499,870.      MT  (+/- 180 meters Scaled)
 HY1889
 HY1889                          SUPERSEDED SURVEY CONTROL
 HY1889
 HY1889  NGVD 29 (??/??/92)  297.541  (m)          976.18   (f) ADJ UNCH    2 0
 HY1889
 HY1889.Superseded values are not recommended for survey control.
 HY1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1889.See file dsdata.txt to determine how the superseded data were derived.
 HY1889
 HY1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD698137(NAD 83)
 HY1889_MARKER: P = PIPE CAP
 HY1889_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HY1889_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HY1889_STAMPING: 976 OHIO
 HY1889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1889
 HY1889  HISTORY     - Date     Condition        Report By
 HY1889  HISTORY     - UNK      MONUMENTED       USGS
 HY1889  HISTORY     - 1935     GOOD             NGS
 HY1889
 HY1889                          STATION DESCRIPTION
 HY1889
 HY1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1889'AT WINCHESTER.
 HY1889'AT WINCHESTER, ADAMS COUNTY, 4 RAILS WEST OF THE NORFOLK AND
 HY1889'WESTERN RAILWAY STATION, AT THE INTERSECTION OF STATE HIGHWAY 74,
 HY1889'18 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 5 YARDS SOUTH
 HY1889'OF THE SOUTH RAIL, AND ABOUT 4 YARDS WEST OF THE CONCRETE BASE
 HY1889'OF THE BATTERY WELL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HY1889'CAP, STAMPED 976 OHIO AND RIVETED ON THE TOP OF A 3-1/2-INCH
 HY1889'IRON PIPE PROJECTING ABOUT ONE FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0854 ***********************************************************************
 KZ0854  DESIGNATION -  977
 KZ0854  PID         -  KZ0854
 KZ0854  STATE/COUNTY-  OH/DELAWARE
 KZ0854  USGS QUAD   -  ASHLEY (1995)
 KZ0854
 KZ0854                         *CURRENT SURVEY CONTROL
 KZ0854  ___________________________________________________________________
 KZ0854* NAD 83(1986)-  40 23 44.     (N)    082 57 53.     (W)     SCALED    
 KZ0854* NAVD 88     -       297.462  (meters)     975.92   (feet)  ADJUSTED  
 KZ0854  ___________________________________________________________________
 KZ0854  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KZ0854  DYNAMIC HT  -         297.308 (meters)     975.42  (feet)  COMP
 KZ0854  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 KZ0854
 KZ0854  VERT ORDER  -  FIRST     CLASS I
 KZ0854
 KZ0854.The horizontal coordinates were scaled from a topographic map and have
 KZ0854.an estimated accuracy of +/- 6 seconds.
 KZ0854
 KZ0854.The orthometric height was determined by differential leveling
 KZ0854.and adjusted by the National Geodetic Survey in June 1991..
 KZ0854
 KZ0854.The geoid height was determined by GEOID03.
 KZ0854
 KZ0854.The dynamic height is computed by dividing the NAVD 88
 KZ0854.geopotential number by the normal gravity value computed on the
 KZ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0854.degrees latitude (g = 980.6199 gals.).
 KZ0854
 KZ0854.The modeled gravity was interpolated from observed gravity values.
 KZ0854
 KZ0854;                    North         East    Units  Estimated Accuracy
 KZ0854;SPC OH N     -    81,050.      560,550.      MT  (+/- 180 meters Scaled)
 KZ0854
 KZ0854                          SUPERSEDED SURVEY CONTROL
 KZ0854
 KZ0854  NGVD 29 (??/??/92)  297.624  (m)          976.45   (f) ADJ UNCH    1 1
 KZ0854
 KZ0854.Superseded values are not recommended for survey control.
 KZ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0854.See file dsdata.txt to determine how the superseded data were derived.
 KZ0854
 KZ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE332735(NAD 83)
 KZ0854_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KZ0854_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0854_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0854_STAMPING: 977 OHIO
 KZ0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0854
 KZ0854  HISTORY     - Date     Condition        Report By
 KZ0854  HISTORY     - UNK      MONUMENTED       USGS
 KZ0854  HISTORY     - 1967     GOOD             NGS
 KZ0854
 KZ0854                          STATION DESCRIPTION
 KZ0854
 KZ0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ0854'1 MI SW FROM ASHLEY.
 KZ0854'ABOUT 1.0 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KZ0854'FROM THE CROSSING OF STATE HIGHWAY 229 AT ASHLEY, ABOUT 0.4 MILE
 KZ0854'SOUTHWEST OF MILEPOST 105, NEAR THE INTERSECTION OF U.S. HIGHWAY 42
 KZ0854'AND COUNTY ROAD 224, 104 FEET NORTHWEST OF AND ACROSS THE HIGHWAY
 KZ0854'FROM THE NORTHWEST RAIL, 37 1/2 FEET NORTHWEST OF THE CENTER
 KZ0854'LINE OF THE HIGHWAY, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KZ0854'8 FEET NORTH OF A POWER LINE BRACE POLE, 1 1/2 FEET EAST OF A
 KZ0854'FENCE CORNER, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 KZ0854'WITH THE HIGHWAY AND PROJECTS 6 INCHES ABOVE THE LEVEL OF THE
 KZ0854'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1550 ***********************************************************************
 KZ1550  DESIGNATION -  977
 KZ1550  PID         -  KZ1550
 KZ1550  STATE/COUNTY-  OH/MADISON
 KZ1550  USGS QUAD   -  PLUMWOOD (1961)
 KZ1550
 KZ1550                         *CURRENT SURVEY CONTROL
 KZ1550  ___________________________________________________________________
 KZ1550* NAD 83(1986)-  40 04 25.     (N)    083 24 24.     (W)     SCALED    
 KZ1550* NAVD 88     -       297.698  (meters)     976.70   (feet)  ADJUSTED  
 KZ1550  ___________________________________________________________________
 KZ1550  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KZ1550  DYNAMIC HT  -         297.542 (meters)     976.19  (feet)  COMP
 KZ1550  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 KZ1550
 KZ1550  VERT ORDER  -  SECOND    CLASS 0
 KZ1550
 KZ1550.The horizontal coordinates were scaled from a topographic map and have
 KZ1550.an estimated accuracy of +/- 6 seconds.
 KZ1550
 KZ1550.The orthometric height was determined by differential leveling
 KZ1550.and adjusted by the National Geodetic Survey in June 1991..
 KZ1550
 KZ1550.The geoid height was determined by GEOID03.
 KZ1550
 KZ1550.The dynamic height is computed by dividing the NAVD 88
 KZ1550.geopotential number by the normal gravity value computed on the
 KZ1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1550.degrees latitude (g = 980.6199 gals.).
 KZ1550
 KZ1550.The modeled gravity was interpolated from observed gravity values.
 KZ1550
 KZ1550;                    North         East    Units  Estimated Accuracy
 KZ1550;SPC OH S     -   230,600.      522,660.      MT  (+/- 180 meters Scaled)
 KZ1550
 KZ1550                          SUPERSEDED SURVEY CONTROL
 KZ1550
 KZ1550  NGVD 29 (??/??/92)  297.881  (m)          977.30   (f) ADJ UNCH    2 0
 KZ1550
 KZ1550.Superseded values are not recommended for survey control.
 KZ1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1550.See file dsdata.txt to determine how the superseded data were derived.
 KZ1550
 KZ1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE947387(NAD 83)
 KZ1550_MARKER: DD = SURVEY DISK
 KZ1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1550_STAMPING: 977
 KZ1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1550+STABILITY: SURFACE MOTION
 KZ1550
 KZ1550  HISTORY     - Date     Condition        Report By
 KZ1550  HISTORY     - UNK      MONUMENTED       USGS
 KZ1550  HISTORY     - 1935     GOOD             NGS
 KZ1550  HISTORY     - 20030728 MARK NOT FOUND   USPSQD
 KZ1550
 KZ1550                          STATION DESCRIPTION
 KZ1550
 KZ1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1550'11.8 MI S FROM MARYSVILLE.
 KZ1550'IN MADISON COUNTY, 11.8 MILES SOUTH ALONG STATE HIGHWAY 38 FROM
 KZ1550'THE SOUTH CORPORATION LIMIT OF MARYSVILLE, UNION COUNTY, 150 YARDS
 KZ1550'NORTH OF CULVERT MA 38 273, AT A ROAD CROSSING, 26.9 FEET EAST
 KZ1550'OF THE CENTERLINE OF THE ROAD, 2.4 FEET EAST OF THE FENCE
 KZ1550'CORNER POST, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.  A
 KZ1550'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 977 AND SET
 KZ1550'IN THE TOP OF A CONCRETE POST.
 KZ1550
 KZ1550                          STATION RECOVERY (2003)
 KZ1550
 KZ1550'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ1550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0135 ***********************************************************************
 LA0135  DESIGNATION -  978
 LA0135  PID         -  LA0135
 LA0135  STATE/COUNTY-  OH/DARKE
 LA0135  USGS QUAD   -  VERSAILLES (1973)
 LA0135
 LA0135                         *CURRENT SURVEY CONTROL
 LA0135  ___________________________________________________________________
 LA0135* NAD 83(1986)-  40 13 54.     (N)    084 26 02.     (W)     SCALED    
 LA0135* NAVD 88     -       297.885  (meters)     977.31   (feet)  ADJUSTED  
 LA0135  ___________________________________________________________________
 LA0135  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LA0135  DYNAMIC HT  -         297.737 (meters)     976.83  (feet)  COMP
 LA0135  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 LA0135
 LA0135  VERT ORDER  -  SECOND    CLASS 0
 LA0135
 LA0135.The horizontal coordinates were scaled from a topographic map and have
 LA0135.an estimated accuracy of +/- 6 seconds.
 LA0135
 LA0135.The orthometric height was determined by differential leveling
 LA0135.and adjusted by the National Geodetic Survey in June 1991..
 LA0135
 LA0135.The geoid height was determined by GEOID03.
 LA0135
 LA0135.The dynamic height is computed by dividing the NAVD 88
 LA0135.geopotential number by the normal gravity value computed on the
 LA0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0135.degrees latitude (g = 980.6199 gals.).
 LA0135
 LA0135.The modeled gravity was interpolated from observed gravity values.
 LA0135
 LA0135;                    North         East    Units  Estimated Accuracy
 LA0135;SPC OH S     -   249,520.      435,420.      MT  (+/- 180 meters Scaled)
 LA0135
 LA0135                          SUPERSEDED SURVEY CONTROL
 LA0135
 LA0135  NGVD 29 (??/??/92)  298.067  (m)          977.91   (f) ADJ UNCH    2 0
 LA0135
 LA0135.Superseded values are not recommended for survey control.
 LA0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0135.See file dsdata.txt to determine how the superseded data were derived.
 LA0135
 LA0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK183566(NAD 83)
 LA0135_MARKER: DD = SURVEY DISK
 LA0135_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA0135_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LA0135_STAMPING: 978 OHIO
 LA0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0135
 LA0135  HISTORY     - Date     Condition        Report By
 LA0135  HISTORY     - UNK      MONUMENTED       USGS
 LA0135  HISTORY     - 1934     GOOD             NGS
 LA0135
 LA0135                          STATION DESCRIPTION
 LA0135
 LA0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0135'1.3 MI W FROM RUSSIA.
 LA0135'IN DARKE COUNTY, 1.3 MILES WEST ALONG THE CLEVELAND, CINCINNATI,
 LA0135'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT RUSSIA, SHELBY
 LA0135'COUNTY, 0.2 MILE EAST OF MILEPOST 179, AT THE DARKE-SHELBY
 LA0135'COUNTY LINE, AT A DIRT-ROAD CROSSING, 12 YARDS SOUTH OF THE SOUTH
 LA0135'RAIL, 7 YARDS WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 LA0135'3 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 LA0135'STANDARD CAP, STAMPED 978 OHIO AND RIVETED ON THE TOP OF A
 LA0135'3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0632 ***********************************************************************
 KZ0632  DESIGNATION -  978
 KZ0632  PID         -  KZ0632
 KZ0632  STATE/COUNTY-  OH/HARDIN
 KZ0632  USGS QUAD   -  ALGER (1961)
 KZ0632
 KZ0632                         *CURRENT SURVEY CONTROL
 KZ0632  ___________________________________________________________________
 KZ0632* NAD 83(1986)-  40 42 21.     (N)    083 50 39.     (W)     SCALED    
 KZ0632* NAVD 88     -       297.957  (meters)     977.55   (feet)  ADJUSTED  
 KZ0632  ___________________________________________________________________
 KZ0632  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 KZ0632  DYNAMIC HT  -         297.804 (meters)     977.05  (feet)  COMP
 KZ0632  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 KZ0632
 KZ0632  VERT ORDER  -  SECOND    CLASS 0
 KZ0632
 KZ0632.The horizontal coordinates were scaled from a topographic map and have
 KZ0632.an estimated accuracy of +/- 6 seconds.
 KZ0632
 KZ0632.The orthometric height was determined by differential leveling
 KZ0632.and adjusted by the National Geodetic Survey in June 1991..
 KZ0632
 KZ0632.The geoid height was determined by GEOID03.
 KZ0632
 KZ0632.The dynamic height is computed by dividing the NAVD 88
 KZ0632.geopotential number by the normal gravity value computed on the
 KZ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0632.degrees latitude (g = 980.6199 gals.).
 KZ0632
 KZ0632.The modeled gravity was interpolated from observed gravity values.
 KZ0632
 KZ0632;                    North         East    Units  Estimated Accuracy
 KZ0632;SPC OH N     -   116,270.      486,420.      MT  (+/- 180 meters Scaled)
 KZ0632
 KZ0632                          SUPERSEDED SURVEY CONTROL
 KZ0632
 KZ0632  NGVD 29 (??/??/92)  298.130  (m)          978.11   (f) ADJ UNCH    2 0
 KZ0632
 KZ0632.Superseded values are not recommended for survey control.
 KZ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0632.See file dsdata.txt to determine how the superseded data were derived.
 KZ0632
 KZ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF597099(NAD 83)
 KZ0632_MARKER: P = PIPE CAP
 KZ0632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0632_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0632_STAMPING: 978 OHIO
 KZ0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0632
 KZ0632  HISTORY     - Date     Condition        Report By
 KZ0632  HISTORY     - UNK      MONUMENTED       USGS
 KZ0632  HISTORY     - 1960     GOOD             NGS
 KZ0632
 KZ0632                          STATION DESCRIPTION
 KZ0632
 KZ0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ0632'AT ALGER.
 KZ0632'AT ALGER, ABOUT 70 YARDS NORTH ALONG MAIN STREET FROM THE CROSSING
 KZ0632'OF THE ERIE RAILROAD, ABOUT 100 YARDS NORTHWEST OF THE ERIE
 KZ0632'RAILROAD STATION, 11 FEET EAST OF THE EAST CURB OF MAIN STREET,
 KZ0632'AT THE SOUTHWEST CORNER OF LAWN OF MARION TWP BUILDING, 14 FEET
 KZ0632'SOUTHWEST OF THE SOUTHWEST CORNER OF ONE-STORY TAN BRICK MARION
 KZ0632'TWP BUILDING, 2 1/2 FEET EAST OF THE SOUTHWEST CORNER OF ORNAMENTAL
 KZ0632'IRON FENCE, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 KZ0632'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1120 ***********************************************************************
 JY1120  DESIGNATION -  979
 JY1120  PID         -  JY1120
 JY1120  STATE/COUNTY-  OH/CLARK
 JY1120  USGS QUAD   -  SPRINGFIELD (1981)
 JY1120
 JY1120                         *CURRENT SURVEY CONTROL
 JY1120  ___________________________________________________________________
 JY1120* NAD 83(1986)-  39 55 22.     (N)    083 48 38.     (W)     SCALED    
 JY1120* NAVD 88     -       298.233  (meters)     978.45   (feet)  ADJUSTED  
 JY1120  ___________________________________________________________________
 JY1120  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JY1120  DYNAMIC HT  -         298.067 (meters)     977.91  (feet)  COMP
 JY1120  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 JY1120
 JY1120  VERT ORDER  -  SECOND    CLASS 0
 JY1120
 JY1120.The horizontal coordinates were scaled from a topographic map and have
 JY1120.an estimated accuracy of +/- 6 seconds.
 JY1120
 JY1120.The orthometric height was determined by differential leveling
 JY1120.and adjusted by the National Geodetic Survey in June 1991..
 JY1120
 JY1120.The geoid height was determined by GEOID03.
 JY1120
 JY1120.The dynamic height is computed by dividing the NAVD 88
 JY1120.geopotential number by the normal gravity value computed on the
 JY1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1120.degrees latitude (g = 980.6199 gals.).
 JY1120
 JY1120.The modeled gravity was interpolated from observed gravity values.
 JY1120
 JY1120;                    North         East    Units  Estimated Accuracy
 JY1120;SPC OH S     -   214,270.      487,970.      MT  (+/- 180 meters Scaled)
 JY1120
 JY1120                          SUPERSEDED SURVEY CONTROL
 JY1120
 JY1120  NGVD 29 (??/??/92)  298.415  (m)          979.05   (f) ADJ UNCH    2 0
 JY1120
 JY1120.Superseded values are not recommended for survey control.
 JY1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1120.See file dsdata.txt to determine how the superseded data were derived.
 JY1120
 JY1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE598229(NAD 83)
 JY1120_MARKER: DB = BENCH MARK DISK
 JY1120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY1120_SP_SET: COLUMN BASE OF CITY HALL
 JY1120_STAMPING: 979 FEET DATUM COLUMBUS
 JY1120_MARK LOGO: USGS  
 JY1120_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY1120+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1993
 JY1120
 JY1120  HISTORY     - Date     Condition        Report By
 JY1120  HISTORY     - UNK      MONUMENTED       USGS
 JY1120  HISTORY     - 1935     GOOD             NGS
 JY1120  HISTORY     - 19930601 GOOD             GEOMET
 JY1120
 JY1120                          STATION DESCRIPTION
 JY1120
 JY1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY1120'AT SPRINGFIELD.
 JY1120'AT SPRINGFIELD, CLARK COUNTY, AT THE INTERSECTION OF SOUTH FOUNTAIN
 JY1120'STREET AND NORTH MARKET STREET, AT THE CITY HALL, IN THE EAST
 JY1120'FACE OF A COLUMN BASE, 30.4 FEET SOUTH OF THE SOUTH CURB OF NORTH
 JY1120'MARKET STREET, 13.5 FEET WEST OF THE WEST CURB OF SOUTH FOUNTAIN
 JY1120'STREET, AND 2.6 FEET ABOVE THE PAVEMENT.  A UNITED STATES GEOLOGICAL
 JY1120'SURVEY STANDARD DISK SET VERTICALLY.
 JY1120
 JY1120                          STATION RECOVERY (1993)
 JY1120
 JY1120'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 JY1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1543 ***********************************************************************
 KZ1543  DESIGNATION -  979
 KZ1543  PID         -  KZ1543
 KZ1543  STATE/COUNTY-  OH/UNION
 KZ1543  USGS QUAD   -  PLUMWOOD (1961)
 KZ1543
 KZ1543                         *CURRENT SURVEY CONTROL
 KZ1543  ___________________________________________________________________
 KZ1543* NAD 83(1986)-  40 07 14.     (N)    083 23 40.     (W)     SCALED    
 KZ1543* NAVD 88     -       298.443  (meters)     979.14   (feet)  ADJUSTED  
 KZ1543  ___________________________________________________________________
 KZ1543  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KZ1543  DYNAMIC HT  -         298.289 (meters)     978.64  (feet)  COMP
 KZ1543  MODELED GRAV-     980,099.1   (mgal)                       NAVD 88
 KZ1543
 KZ1543  VERT ORDER  -  SECOND    CLASS 0
 KZ1543
 KZ1543.The horizontal coordinates were scaled from a topographic map and have
 KZ1543.an estimated accuracy of +/- 6 seconds.
 KZ1543
 KZ1543.The orthometric height was determined by differential leveling
 KZ1543.and adjusted by the National Geodetic Survey in June 1991..
 KZ1543
 KZ1543.The geoid height was determined by GEOID03.
 KZ1543
 KZ1543.The dynamic height is computed by dividing the NAVD 88
 KZ1543.geopotential number by the normal gravity value computed on the
 KZ1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1543.degrees latitude (g = 980.6199 gals.).
 KZ1543
 KZ1543.The modeled gravity was interpolated from observed gravity values.
 KZ1543
 KZ1543;                    North         East    Units  Estimated Accuracy
 KZ1543;SPC OH N     -    50,800.      523,750.      MT  (+/- 180 meters Scaled)
 KZ1543
 KZ1543                          SUPERSEDED SURVEY CONTROL
 KZ1543
 KZ1543  NGVD 29 (??/??/92)  298.662  (m)          979.86   (f) ADJ UNCH    2 0
 KZ1543
 KZ1543.Superseded values are not recommended for survey control.
 KZ1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1543.See file dsdata.txt to determine how the superseded data were derived.
 KZ1543
 KZ1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE959438(NAD 83)
 KZ1543_MARKER: DD = SURVEY DISK
 KZ1543_SETTING: 0 = UNSPECIFIED SETTING
 KZ1543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1543
 KZ1543  HISTORY     - Date     Condition        Report By
 KZ1543  HISTORY     - UNK      MONUMENTED       USGS
 KZ1543  HISTORY     - 1935     GOOD             NGS
 KZ1543
 KZ1543                          STATION DESCRIPTION
 KZ1543
 KZ1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1543'6.2 MI S FROM MARYSVILLE.
 KZ1543'6.2 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE SOUTH CORPORATION
 KZ1543'LIMIT OF MARYSVILLE, UNION COUNTY, TOP OF NORTH RAIL OF THE
 KZ1543'PENNSYLVANIA RAILROAD AT THE CROSSING OF THE CENTERLINE OF THE
 KZ1543'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0932 ***********************************************************************
 JY0932  DESIGNATION -  980
 JY0932  PID         -  JY0932
 JY0932  STATE/COUNTY-  OH/FAYETTE
 JY0932  USGS QUAD   -  WASHINGTON COURT HOUSE (1986)
 JY0932
 JY0932                         *CURRENT SURVEY CONTROL
 JY0932  ___________________________________________________________________
 JY0932* NAD 83(1986)-  39 32 12.     (N)    083 26 29.     (W)     SCALED    
 JY0932* NAVD 88     -       298.595  (meters)     979.64   (feet)  ADJUSTED  
 JY0932  ___________________________________________________________________
 JY0932  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JY0932  DYNAMIC HT  -         298.435 (meters)     979.12  (feet)  COMP
 JY0932  MODELED GRAV-     980,082.3   (mgal)                       NAVD 88
 JY0932
 JY0932  VERT ORDER  -  SECOND    CLASS 0
 JY0932
 JY0932.The horizontal coordinates were scaled from a topographic map and have
 JY0932.an estimated accuracy of +/- 6 seconds.
 JY0932
 JY0932.The orthometric height was determined by differential leveling
 JY0932.and adjusted by the National Geodetic Survey in June 1991..
 JY0932
 JY0932.The geoid height was determined by GEOID03.
 JY0932
 JY0932.The dynamic height is computed by dividing the NAVD 88
 JY0932.geopotential number by the normal gravity value computed on the
 JY0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0932.degrees latitude (g = 980.6199 gals.).
 JY0932
 JY0932.The modeled gravity was interpolated from observed gravity values.
 JY0932
 JY0932;                    North         East    Units  Estimated Accuracy
 JY0932;SPC OH S     -   171,010.      519,080.      MT  (+/- 180 meters Scaled)
 JY0932
 JY0932                          SUPERSEDED SURVEY CONTROL
 JY0932
 JY0932  NGVD 29 (??/??/92)  298.778  (m)          980.24   (f) ADJ UNCH    2 0
 JY0932
 JY0932.Superseded values are not recommended for survey control.
 JY0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0932.See file dsdata.txt to determine how the superseded data were derived.
 JY0932
 JY0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD901791(NAD 83)
 JY0932_MARKER: DD = SURVEY DISK
 JY0932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0932_SP_SET: BUILDING
 JY0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0932
 JY0932  HISTORY     - Date     Condition        Report By
 JY0932  HISTORY     - UNK      MONUMENTED       USGS
 JY0932  HISTORY     - 1935     POOR             NGS
 JY0932
 JY0932                          STATION DESCRIPTION
 JY0932
 JY0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY0932'AT WASHINGTON CH.
 JY0932'AT WASHINGTON COURT HOUSE, FAYETTE COUNTY, ON MAIN STREET,
 JY0932'11 YARDS WEST OF THE SOUTH ENTRANCE TO THE COUNTY COURTHOUSE,
 JY0932'IN THE TOP OF THE CENTER OF THE WEST WINDOW SILL AT THE SOUTH
 JY0932'SIDE OF THE BUILDING, 9.7 FEET EAST OF THE SOUTHWEST CORNER,
 JY0932'AND ABOUT ONE FOOT ABOVE GROUND.  A BROKEN UNITED STATES
 JY0932'GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1548 ***********************************************************************
 KZ1548  DESIGNATION -  980
 KZ1548  PID         -  KZ1548
 KZ1548  STATE/COUNTY-  OH/MADISON
 KZ1548  USGS QUAD   -  PLUMWOOD (1961)
 KZ1548
 KZ1548                         *CURRENT SURVEY CONTROL
 KZ1548  ___________________________________________________________________
 KZ1548* NAD 83(1986)-  40 05 56.     (N)    083 24 13.     (W)     SCALED    
 KZ1548* NAVD 88     -       298.712  (meters)     980.02   (feet)  ADJUSTED  
 KZ1548  ___________________________________________________________________
 KZ1548  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KZ1548  DYNAMIC HT  -         298.556 (meters)     979.51  (feet)  COMP
 KZ1548  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 KZ1548
 KZ1548  VERT ORDER  -  SECOND    CLASS 0
 KZ1548
 KZ1548.The horizontal coordinates were scaled from a topographic map and have
 KZ1548.an estimated accuracy of +/- 6 seconds.
 KZ1548
 KZ1548.The orthometric height was determined by differential leveling
 KZ1548.and adjusted by the National Geodetic Survey in June 1991..
 KZ1548
 KZ1548.The geoid height was determined by GEOID03.
 KZ1548
 KZ1548.The dynamic height is computed by dividing the NAVD 88
 KZ1548.geopotential number by the normal gravity value computed on the
 KZ1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1548.degrees latitude (g = 980.6199 gals.).
 KZ1548
 KZ1548.The modeled gravity was interpolated from observed gravity values.
 KZ1548
 KZ1548;                    North         East    Units  Estimated Accuracy
 KZ1548;SPC OH S     -   233,400.      522,950.      MT  (+/- 180 meters Scaled)
 KZ1548
 KZ1548                          SUPERSEDED SURVEY CONTROL
 KZ1548
 KZ1548  NGVD 29 (??/??/92)  298.895  (m)          980.62   (f) ADJ UNCH    2 0
 KZ1548
 KZ1548.Superseded values are not recommended for survey control.
 KZ1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1548.See file dsdata.txt to determine how the superseded data were derived.
 KZ1548
 KZ1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE951415(NAD 83)
 KZ1548_MARKER: DD = SURVEY DISK
 KZ1548_SETTING: 0 = UNSPECIFIED SETTING
 KZ1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1548
 KZ1548  HISTORY     - Date     Condition        Report By
 KZ1548  HISTORY     - UNK      MONUMENTED       OHHD
 KZ1548  HISTORY     - 1935     GOOD             NGS
 KZ1548
 KZ1548                          STATION DESCRIPTION
 KZ1548
 KZ1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1548'10.1 MI S FROM MARYSVILLE.
 KZ1548'IN MADISON COUNTY, 10.1 MILES SOUTH ALONG STATE HIGHWAY 38 FROM
 KZ1548'THE SOUTH CORPORATION LIMIT OF MARYSVILLE, UNION COUNTY, 60 YARDS
 KZ1548'NORTHEAST OF THE HAROLD WALKER HOUSE, 30 FEET EAST OF THE CENTERLINE
 KZ1548'OF THE HIGHWAY, AT THE FENCE LINE, AND ABOUT 1 FOOT LOWER THAN
 KZ1548'THE ROADWAY.  THE TOP OF AN OHIO STATE HIGHWAY DEPARTMENT
 KZ1548'RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0140 ***********************************************************************
 LA0140  DESIGNATION -  981
 LA0140  PID         -  LA0140
 LA0140  STATE/COUNTY-  OH/DARKE
 LA0140  USGS QUAD   -  VERSAILLES (1973)
 LA0140
 LA0140                         *CURRENT SURVEY CONTROL
 LA0140  ___________________________________________________________________
 LA0140* NAD 83(1986)-  40 13 22.     (N)    084 29 26.     (W)     SCALED    
 LA0140* NAVD 88     -       298.782  (meters)     980.25   (feet)  ADJUSTED  
 LA0140  ___________________________________________________________________
 LA0140  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LA0140  DYNAMIC HT  -         298.633 (meters)     979.77  (feet)  COMP
 LA0140  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 LA0140
 LA0140  VERT ORDER  -  SECOND    CLASS 0
 LA0140
 LA0140.The horizontal coordinates were scaled from a topographic map and have
 LA0140.an estimated accuracy of +/- 6 seconds.
 LA0140
 LA0140.The orthometric height was determined by differential leveling
 LA0140.and adjusted by the National Geodetic Survey in June 1991..
 LA0140
 LA0140.The geoid height was determined by GEOID03.
 LA0140
 LA0140.The dynamic height is computed by dividing the NAVD 88
 LA0140.geopotential number by the normal gravity value computed on the
 LA0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0140.degrees latitude (g = 980.6199 gals.).
 LA0140
 LA0140.The modeled gravity was interpolated from observed gravity values.
 LA0140
 LA0140;                    North         East    Units  Estimated Accuracy
 LA0140;SPC OH S     -   248,640.      430,580.      MT  (+/- 180 meters Scaled)
 LA0140
 LA0140                          SUPERSEDED SURVEY CONTROL
 LA0140
 LA0140  NGVD 29 (??/??/92)  298.960  (m)          980.84   (f) ADJ UNCH    2 0
 LA0140
 LA0140.Superseded values are not recommended for survey control.
 LA0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0140.See file dsdata.txt to determine how the superseded data were derived.
 LA0140
 LA0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK135555(NAD 83)
 LA0140_MARKER: DD = SURVEY DISK
 LA0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0140_SP_SET: BRIDGE
 LA0140_STAMPING: 981 OHIO
 LA0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0140
 LA0140  HISTORY     - Date     Condition        Report By
 LA0140  HISTORY     - UNK      MONUMENTED       USGS
 LA0140  HISTORY     - 1934     GOOD             NGS
 LA0140
 LA0140                          STATION DESCRIPTION
 LA0140
 LA0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0140'AT VERSAILLES.
 LA0140'AT VERSAILLES, DARKE COUNTY, ON THE CLEVELAND, CINCINNATI,
 LA0140'CHICAGO AND ST. LOUIS RAILWAY, AT THE WEST CITY LIMITS, IN THE
 LA0140'TOP OF THE NORTHEAST WINGWALL OF CONCRETE BRIDGE 258 OVER A
 LA0140'CREEK, 9.2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2-1/5 FEET
 LA0140'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 LA0140'STANDARD DISK, STAMPED 981 OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1681 ***********************************************************************
 KY1681  DESIGNATION -  982.14
 KY1681  PID         -  KY1681
 KY1681  STATE/COUNTY-  OH/STARK
 KY1681  USGS QUAD   -  NAVARRE (1994)
 KY1681
 KY1681                         *CURRENT SURVEY CONTROL
 KY1681  ___________________________________________________________________
 KY1681* NAD 83(1986)-  40 44 08.     (N)    081 32 52.     (W)     SCALED    
 KY1681* NAVD 88     -       299.090  (meters)     981.26   (feet)  ADJUSTED  
 KY1681  ___________________________________________________________________
 KY1681  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KY1681  DYNAMIC HT  -         298.951 (meters)     980.81  (feet)  COMP
 KY1681  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 KY1681
 KY1681  VERT ORDER  -  SECOND    CLASS 0
 KY1681
 KY1681.The horizontal coordinates were scaled from a topographic map and have
 KY1681.an estimated accuracy of +/- 6 seconds.
 KY1681
 KY1681.The orthometric height was determined by differential leveling
 KY1681.and adjusted by the National Geodetic Survey in June 1991..
 KY1681
 KY1681.The geoid height was determined by GEOID03.
 KY1681
 KY1681.The dynamic height is computed by dividing the NAVD 88
 KY1681.geopotential number by the normal gravity value computed on the
 KY1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1681.degrees latitude (g = 980.6199 gals.).
 KY1681
 KY1681.The modeled gravity was interpolated from observed gravity values.
 KY1681
 KY1681;                    North         East    Units  Estimated Accuracy
 KY1681;SPC OH N     -   119,140.      680,430.      MT  (+/- 180 meters Scaled)
 KY1681
 KY1681                          SUPERSEDED SURVEY CONTROL
 KY1681
 KY1681  NGVD 29 (??/??/92)  299.302  (m)          981.96   (f) ADJ UNCH    2 0
 KY1681
 KY1681.Superseded values are not recommended for survey control.
 KY1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1681.See file dsdata.txt to determine how the superseded data were derived.
 KY1681
 KY1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF537095(NAD 83)
 KY1681_MARKER: DD = SURVEY DISK
 KY1681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1681_SP_SET: BRIDGE
 KY1681_STAMPING: 982.14
 KY1681_MARK LOGO: OH-151
 KY1681_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1681
 KY1681  HISTORY     - Date     Condition        Report By
 KY1681  HISTORY     - 1959     MONUMENTED       OH-151
 KY1681  HISTORY     - 1959     GOOD             CGS
 KY1681  HISTORY     - 19910721 GOOD             OHDT
 KY1681
 KY1681                          STATION DESCRIPTION
 KY1681
 KY1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1681'2.6 MI NE FROM JUSTUS.
 KY1681'ABOUT 2.65 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1681'FROM THE NEW SCHOOL AT JUSTUS, AT THE CROSSING OF BLACK TOP
 KY1681'ROAD, NEAR MILEAGE POLE NO. 90+16, IN THE TOP OF THE WINGWALL
 KY1681'AT THE NORTHEAST CORNER OF A 20-FOOT CONCRETE BRIDGE OVER A SMALL
 KY1681'STREAM, 15 FEET EAST OF CENTER LINE OF ROAD, 93 FEET NORTH OF
 KY1681'CENTER OF CROSSING, 1 FOOT EAST OF NORTHEAST CORNER OF EAST
 KY1681'GUARD RAIL AND ABOUT LEVEL WITH ROAD.
 KY1681
 KY1681                          STATION RECOVERY (1991)
 KY1681
 KY1681'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1681'----- REPORT BY ODOT ---------1991---------- CONDITION - GOOD -------
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1947 ***********************************************************************
 KY1947  DESIGNATION -  982.81
 KY1947  PID         -  KY1947
 KY1947  STATE/COUNTY-  OH/STARK
 KY1947  USGS QUAD   -  WILMOT (1994)
 KY1947
 KY1947                         *CURRENT SURVEY CONTROL
 KY1947  ___________________________________________________________________
 KY1947* NAD 83(1986)-  40 43 47.     (N)    081 38 48.     (W)     SCALED    
 KY1947* NAVD 88     -       299.325  (meters)     982.04   (feet)  ADJUSTED  
 KY1947  ___________________________________________________________________
 KY1947  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KY1947  DYNAMIC HT  -         299.185 (meters)     981.58  (feet)  COMP
 KY1947  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 KY1947
 KY1947  VERT ORDER  -  SECOND    CLASS 0
 KY1947
 KY1947.The horizontal coordinates were scaled from a topographic map and have
 KY1947.an estimated accuracy of +/- 6 seconds.
 KY1947
 KY1947.The orthometric height was determined by differential leveling
 KY1947.and adjusted by the National Geodetic Survey in June 1991..
 KY1947
 KY1947.The geoid height was determined by GEOID03.
 KY1947
 KY1947.The dynamic height is computed by dividing the NAVD 88
 KY1947.geopotential number by the normal gravity value computed on the
 KY1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1947.degrees latitude (g = 980.6199 gals.).
 KY1947
 KY1947.The modeled gravity was interpolated from observed gravity values.
 KY1947
 KY1947;                    North         East    Units  Estimated Accuracy
 KY1947;SPC OH N     -   118,400.      672,080.      MT  (+/- 180 meters Scaled)
 KY1947
 KY1947                          SUPERSEDED SURVEY CONTROL
 KY1947
 KY1947  NGVD 29 (??/??/92)  299.538  (m)          982.73   (f) ADJ UNCH    2 0
 KY1947
 KY1947.Superseded values are not recommended for survey control.
 KY1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1947.See file dsdata.txt to determine how the superseded data were derived.
 KY1947
 KY1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF453089(NAD 83)
 KY1947_MARKER: DD = SURVEY DISK
 KY1947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1947_SP_SET: BRIDGE
 KY1947_STAMPING: 982.81
 KY1947_MARK LOGO: OH-151
 KY1947_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1947
 KY1947  HISTORY     - Date     Condition        Report By
 KY1947  HISTORY     - 1959     MONUMENTED       OH-151
 KY1947  HISTORY     - 1959     GOOD             CGS
 KY1947  HISTORY     - 19910315 GOOD             OHDT
 KY1947
 KY1947                          STATION DESCRIPTION
 KY1947
 KY1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1947'1.6 MI W FROM ELTON.
 KY1947'ABOUT 1.55 MILES WEST ALONG A BLACK TOP ROAD FROM THE BLACK TOP
 KY1947'ROAD CROSSING AT ELTON, ABOUT 0.2 MILE EAST OF THE CROSSING OF THE
 KY1947'WHEELING AND LAKE ERIE RAILROAD (PRESENTLY THE NEW YORK, CHICAGO
 KY1947'AND ST. LOUIS RAILROAD), ABOUT 0.2 MILE EAST OF THE WAYNE-STARK
 KY1947'COUNTY LINE, IN THE TOP OF EAST END OF WING WALL AT SOUTHEAST
 KY1947'CORNER OF A 60-FOOT CONCRETE BRIDGE OVER SUGAR CREEK, 1 FOOT
 KY1947'WEST OF EAST END OF WING WALL AND ABOUT LEVEL WITH ROAD.
 KY1947
 KY1947                          STATION RECOVERY (1991)
 KY1947
 KY1947'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (JF)
 KY1947'------ REPORT BY ODOT --------1991--------- CONDITION - GOOD --------
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1535 ***********************************************************************
 KZ1535  DESIGNATION -  984
 KZ1535  PID         -  KZ1535
 KZ1535  STATE/COUNTY-  OH/UNION
 KZ1535  USGS QUAD   -  MILFORD CENTER (1980)
 KZ1535
 KZ1535                         *CURRENT SURVEY CONTROL
 KZ1535  ___________________________________________________________________
 KZ1535* NAD 83(1986)-  40 10 48.     (N)    083 22 58.     (W)     SCALED    
 KZ1535* NAVD 88     -       299.795  (meters)     983.58   (feet)  ADJUSTED  
 KZ1535  ___________________________________________________________________
 KZ1535  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KZ1535  DYNAMIC HT  -         299.641 (meters)     983.07  (feet)  COMP
 KZ1535  MODELED GRAV-     980,105.6   (mgal)                       NAVD 88
 KZ1535
 KZ1535  VERT ORDER  -  SECOND    CLASS 0
 KZ1535
 KZ1535.The horizontal coordinates were scaled from a topographic map and have
 KZ1535.an estimated accuracy of +/- 6 seconds.
 KZ1535
 KZ1535.The orthometric height was determined by differential leveling
 KZ1535.and adjusted by the National Geodetic Survey in June 1991..
 KZ1535
 KZ1535.The geoid height was determined by GEOID03.
 KZ1535
 KZ1535.The dynamic height is computed by dividing the NAVD 88
 KZ1535.geopotential number by the normal gravity value computed on the
 KZ1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1535.degrees latitude (g = 980.6199 gals.).
 KZ1535
 KZ1535.The modeled gravity was interpolated from observed gravity values.
 KZ1535
 KZ1535;                    North         East    Units  Estimated Accuracy
 KZ1535;SPC OH N     -    57,390.      524,810.      MT  (+/- 180 meters Scaled)
 KZ1535
 KZ1535                          SUPERSEDED SURVEY CONTROL
 KZ1535
 KZ1535  NGVD 29 (??/??/92)  299.981  (m)          984.19   (f) ADJ UNCH    2 0
 KZ1535
 KZ1535.Superseded values are not recommended for survey control.
 KZ1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1535.See file dsdata.txt to determine how the superseded data were derived.
 KZ1535
 KZ1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE971504(NAD 83)
 KZ1535_MARKER: DD = SURVEY DISK
 KZ1535_SETTING: 0 = UNSPECIFIED SETTING
 KZ1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1535
 KZ1535  HISTORY     - Date     Condition        Report By
 KZ1535  HISTORY     - UNK      MONUMENTED       OHHD
 KZ1535  HISTORY     - 1935     GOOD             NGS
 KZ1535
 KZ1535                          STATION DESCRIPTION
 KZ1535
 KZ1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1535'3.2 MI S FROM MARYSVILLE.
 KZ1535'3.2 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE SOUTH
 KZ1535'CORPORATION LIMIT OF MARYSVILLE, UNION COUNTY, 80 YARDS
 KZ1535'SOUTH OF THE MARTIN BUNSOLD BARN, 21 YARDS NORTH OF A
 KZ1535'FENCE-CORNER, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT
 KZ1535'THE FENCE LINE, AND ABOUT LEVEL WITH THE ROADWAY.  THE TOP OF AN
 KZ1535'OHIO STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1393 ***********************************************************************
 JZ1393  DESIGNATION -  984
 JZ1393  PID         -  JZ1393
 JZ1393  STATE/COUNTY-  OH/PREBLE
 JZ1393  USGS QUAD   -  EATON SOUTH (1987)
 JZ1393
 JZ1393                         *CURRENT SURVEY CONTROL
 JZ1393  ___________________________________________________________________
 JZ1393* NAD 83(1986)-  39 42 50.     (N)    084 37 34.     (W)     SCALED    
 JZ1393* NAVD 88     -       299.615  (meters)     982.99   (feet)  ADJUSTED  
 JZ1393  ___________________________________________________________________
 JZ1393  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JZ1393  DYNAMIC HT  -         299.442 (meters)     982.42  (feet)  COMP
 JZ1393  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 JZ1393
 JZ1393  VERT ORDER  -  SECOND    CLASS 0
 JZ1393
 JZ1393.The horizontal coordinates were scaled from a topographic map and have
 JZ1393.an estimated accuracy of +/- 6 seconds.
 JZ1393
 JZ1393.The orthometric height was determined by differential leveling
 JZ1393.and adjusted by the National Geodetic Survey in June 1991..
 JZ1393
 JZ1393.The geoid height was determined by GEOID03.
 JZ1393
 JZ1393.The dynamic height is computed by dividing the NAVD 88
 JZ1393.geopotential number by the normal gravity value computed on the
 JZ1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1393.degrees latitude (g = 980.6199 gals.).
 JZ1393
 JZ1393.The modeled gravity was interpolated from observed gravity values.
 JZ1393
 JZ1393;                    North         East    Units  Estimated Accuracy
 JZ1393;SPC OH S     -   192,410.      417,710.      MT  (+/- 180 meters Scaled)
 JZ1393
 JZ1393                          SUPERSEDED SURVEY CONTROL
 JZ1393
 JZ1393  NGVD 29 (??/??/92)  299.775  (m)          983.51   (f) ADJ UNCH    2 0
 JZ1393
 JZ1393.Superseded values are not recommended for survey control.
 JZ1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1393.See file dsdata.txt to determine how the superseded data were derived.
 JZ1393
 JZ1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ034986(NAD 83)
 JZ1393_MARKER: DD = SURVEY DISK
 JZ1393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1393_SP_SET: BRIDGE
 JZ1393_STAMPING: 984 OHIO
 JZ1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1393
 JZ1393  HISTORY     - Date     Condition        Report By
 JZ1393  HISTORY     - UNK      MONUMENTED       USGS
 JZ1393  HISTORY     - 1947     GOOD             NGS
 JZ1393
 JZ1393                          STATION DESCRIPTION
 JZ1393
 JZ1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1393'2.2 MI S FROM EATON.
 JZ1393'2.25 MILES SOUTH ALONG U.S. HIGHWAY 127 FROM THE COURT HOUSE
 JZ1393'AT EATON, AT A HIGHWAY OVER PASS OVER A PAVED ROAD, 78 FEET EAST
 JZ1393'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 JZ1393'CONCRETE AND STONE MASONRY WING WALL OF PENNSYLVANIA RAILROAD
 JZ1393'OVER PASS BRIDGE NO. 55/73 OVER THE PAVED ROAD, 10 FEET WEST
 JZ1393'OF THE WEST RAIL AND ABOUT 1.5 FEET BELOW THE TRACK.  NOTE-- THE
 JZ1393'STAMPING IS VERY MULIRATED AND IS HARDLY LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1792 ***********************************************************************
 KY1792  DESIGNATION -  984.22
 KY1792  PID         -  KY1792
 KY1792  STATE/COUNTY-  OH/STARK
 KY1792  USGS QUAD   -  NAVARRE (1994)
 KY1792
 KY1792                         *CURRENT SURVEY CONTROL
 KY1792  ___________________________________________________________________
 KY1792* NAD 83(1986)-  40 40 39.     (N)    081 36 42.     (W)     SCALED    
 KY1792* NAVD 88     -       299.808  (meters)     983.62   (feet)  ADJUSTED  
 KY1792  ___________________________________________________________________
 KY1792  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KY1792  DYNAMIC HT  -         299.667 (meters)     983.16  (feet)  COMP
 KY1792  MODELED GRAV-     980,144.1   (mgal)                       NAVD 88
 KY1792
 KY1792  VERT ORDER  -  SECOND    CLASS 0
 KY1792
 KY1792.The horizontal coordinates were scaled from a topographic map and have
 KY1792.an estimated accuracy of +/- 6 seconds.
 KY1792
 KY1792.The orthometric height was determined by differential leveling
 KY1792.and adjusted by the National Geodetic Survey in June 1991..
 KY1792
 KY1792.The geoid height was determined by GEOID03.
 KY1792
 KY1792.The dynamic height is computed by dividing the NAVD 88
 KY1792.geopotential number by the normal gravity value computed on the
 KY1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1792.degrees latitude (g = 980.6199 gals.).
 KY1792
 KY1792.The modeled gravity was interpolated from observed gravity values.
 KY1792
 KY1792;                    North         East    Units  Estimated Accuracy
 KY1792;SPC OH N     -   112,630.      675,100.      MT  (+/- 180 meters Scaled)
 KY1792
 KY1792                          SUPERSEDED SURVEY CONTROL
 KY1792
 KY1792  NGVD 29 (??/??/92)  300.021  (m)          984.32   (f) ADJ UNCH    2 0
 KY1792
 KY1792.Superseded values are not recommended for survey control.
 KY1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1792.See file dsdata.txt to determine how the superseded data were derived.
 KY1792
 KY1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF483031(NAD 83)
 KY1792_MARKER: DD = SURVEY DISK
 KY1792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1792_SP_SET: CULVERT
 KY1792_STAMPING: 984.22
 KY1792_MARK LOGO: OH-151
 KY1792_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1792
 KY1792  HISTORY     - Date     Condition        Report By
 KY1792  HISTORY     - 1959     MONUMENTED       OH-151
 KY1792  HISTORY     - 1959     GOOD             CGS
 KY1792  HISTORY     - 19910721 GOOD             OHDT
 KY1792
 KY1792                          STATION DESCRIPTION
 KY1792
 KY1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1792'2 MI NE FROM WILMOT.
 KY1792'ABOUT 1.95 MILES NORTHEAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION
 KY1792'OF U.S. HIGHWAY 250 AT WILMOT, 0.85 MILE SOUTHWEST OF THE SOUTH
 KY1792'JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY 93, 0.6 MILE SOUTHWEST
 KY1792'OF SUGAR CREEK TWP BUILDING, 24 FEET NORTHWEST OF THE CENTER LINE
 KY1792'OF HIGHWAY, 12 1/2 FEET NORTH OF THE CENTER LINE OF ROAD 315
 KY1792'LEADING WEST, IN TOP OF THE NORTHWEST END OF ANGLE SHAPED CONCRETE
 KY1792'HEAD WALL FOR A PIPE CULVERT UNDER ROAD 315, AND ABOUT LEVEL WITH
 KY1792'THE HIGHWAY.
 KY1792
 KY1792                          STATION RECOVERY (1991)
 KY1792
 KY1792'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1509 ***********************************************************************
 KZ1509  DESIGNATION -  985
 KZ1509  PID         -  KZ1509
 KZ1509  STATE/COUNTY-  OH/MARION
 KZ1509  USGS QUAD   -  MARION WEST (1973)
 KZ1509
 KZ1509                         *CURRENT SURVEY CONTROL
 KZ1509  ___________________________________________________________________
 KZ1509* NAD 83(1986)-  40 35 34.     (N)    083 07 45.     (W)     SCALED    
 KZ1509* NAVD 88     -       300.239  (meters)     985.03   (feet)  ADJUSTED  
 KZ1509  ___________________________________________________________________
 KZ1509  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KZ1509  DYNAMIC HT  -         300.088 (meters)     984.54  (feet)  COMP
 KZ1509  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 KZ1509
 KZ1509  VERT ORDER  -  SECOND    CLASS 0
 KZ1509
 KZ1509.The horizontal coordinates were scaled from a topographic map and have
 KZ1509.an estimated accuracy of +/- 6 seconds.
 KZ1509
 KZ1509.The orthometric height was determined by differential leveling
 KZ1509.and adjusted by the National Geodetic Survey in June 1991..
 KZ1509
 KZ1509.The geoid height was determined by GEOID03.
 KZ1509
 KZ1509.The dynamic height is computed by dividing the NAVD 88
 KZ1509.geopotential number by the normal gravity value computed on the
 KZ1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1509.degrees latitude (g = 980.6199 gals.).
 KZ1509
 KZ1509.The modeled gravity was interpolated from observed gravity values.
 KZ1509
 KZ1509;                    North         East    Units  Estimated Accuracy
 KZ1509;SPC OH N     -   103,030.      546,740.      MT  (+/- 180 meters Scaled)
 KZ1509
 KZ1509                          SUPERSEDED SURVEY CONTROL
 KZ1509
 KZ1509  NGVD 29 (??/??/92)  300.369  (m)          985.46   (f) ADJ UNCH    2 0
 KZ1509
 KZ1509.Superseded values are not recommended for survey control.
 KZ1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1509.See file dsdata.txt to determine how the superseded data were derived.
 KZ1509
 KZ1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE198957(NAD 83)
 KZ1509_MARKER: DD = SURVEY DISK
 KZ1509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1509_SP_SET: BUILDING
 KZ1509_STAMPING: 985 COLUMBUS
 KZ1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1509
 KZ1509  HISTORY     - Date     Condition        Report By
 KZ1509  HISTORY     - UNK      MONUMENTED       USGS
 KZ1509  HISTORY     - 1960     GOOD             NGS
 KZ1509  HISTORY     - 1986     GOOD             USPSQD
 KZ1509
 KZ1509                          STATION DESCRIPTION
 KZ1509
 KZ1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ1509'AT MARION.
 KZ1509'AT MARION, ABOUT 0.7 MILE NORTHEAST ALONG THE ERIE RAILROAD FROM
 KZ1509'THE STATION, THENCE ABOUT 0.1 MILE NORTH ALONG MAIN STREET, AT
 KZ1509'THE INTERSECTION OF CENTER STREET, 39.2 FEET NORTH OF THE
 KZ1509'NORTH CURB OF CENTER STREET, 48 FEET EAST OF THE EAST CURB OF
 KZ1509'MAIN STREET, SET VERTICALLY IN THE WEST FACE OF SANDSTONE
 KZ1509'MASONRY OF THREE-STORY MARION COUNTY COURT HOUSE BUILDING,
 KZ1509'0.2 FOOT NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND
 KZ1509'3.6 FEET ABOVE THE LEVEL OF THE GROUND.
 KZ1509
 KZ1509                          STATION RECOVERY (1986)
 KZ1509
 KZ1509'RECOVERY NOTE BY US POWER SQUADRON 1986 (TCI)
 KZ1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1793 ***********************************************************************
 KY1793  DESIGNATION -  985.76
 KY1793  PID         -  KY1793
 KY1793  STATE/COUNTY-  OH/STARK
 KY1793  USGS QUAD   -  NAVARRE (1994)
 KY1793
 KY1793                         *CURRENT SURVEY CONTROL
 KY1793  ___________________________________________________________________
 KY1793* NAD 83(1986)-  40 41 03.     (N)    081 36 11.     (W)     SCALED    
 KY1793* NAVD 88     -       300.291  (meters)     985.20   (feet)  ADJUSTED  
 KY1793  ___________________________________________________________________
 KY1793  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1793  DYNAMIC HT  -         300.150 (meters)     984.74  (feet)  COMP
 KY1793  MODELED GRAV-     980,145.4   (mgal)                       NAVD 88
 KY1793
 KY1793  VERT ORDER  -  SECOND    CLASS 0
 KY1793
 KY1793.The horizontal coordinates were scaled from a topographic map and have
 KY1793.an estimated accuracy of +/- 6 seconds.
 KY1793
 KY1793.The orthometric height was determined by differential leveling
 KY1793.and adjusted by the National Geodetic Survey in June 1991..
 KY1793
 KY1793.The geoid height was determined by GEOID03.
 KY1793
 KY1793.The dynamic height is computed by dividing the NAVD 88
 KY1793.geopotential number by the normal gravity value computed on the
 KY1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1793.degrees latitude (g = 980.6199 gals.).
 KY1793
 KY1793.The modeled gravity was interpolated from observed gravity values.
 KY1793
 KY1793;                    North         East    Units  Estimated Accuracy
 KY1793;SPC OH N     -   113,380.      675,820.      MT  (+/- 180 meters Scaled)
 KY1793
 KY1793                          SUPERSEDED SURVEY CONTROL
 KY1793
 KY1793  NGVD 29 (??/??/92)  300.505  (m)          985.91   (f) ADJ UNCH    2 0
 KY1793
 KY1793.Superseded values are not recommended for survey control.
 KY1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1793.See file dsdata.txt to determine how the superseded data were derived.
 KY1793
 KY1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF490038(NAD 83)
 KY1793_MARKER: DD = SURVEY DISK
 KY1793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1793_SP_SET: WATER TABLE
 KY1793_STAMPING: 985.76
 KY1793_MARK LOGO: OH-151
 KY1793_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1793
 KY1793  HISTORY     - Date     Condition        Report By
 KY1793  HISTORY     - 1959     MONUMENTED       OH-151
 KY1793  HISTORY     - 1959     GOOD             CGS
 KY1793  HISTORY     - 19910721 GOOD             OHDT
 KY1793
 KY1793                          STATION DESCRIPTION
 KY1793
 KY1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1793'2.6 MI NE FROM WILMOT.
 KY1793'ABOUT 2.55 MILES NORTHEAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION
 KY1793'OF U.S. HIGHWAY 250 AT WILMOT, 0.25 MILE SOUTHWEST OF THE SOUTH
 KY1793'JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY 93, 88 FEET SOUTH
 KY1793'OF THE CENTER OF THE JUNCTION OF ROAD 316 LEADING WEST, 42 1/2
 KY1793'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY
 KY1793'IN THE WEST FACE OF SANDSTONE WATER TABLE OF ONE-STORY BRICK
 KY1793'SUGAR CREEK TWP BUILDING, 1.6 FEET ABOVE THE GROUND, 1 FOOT
 KY1793'SOUTH OF THE NORTHWEST CORNER OF BUILDING, AND ABOUT 2 1/2 FEET
 KY1793'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- ROD WAS HELD ON HORIZONTAL
 KY1793'SURFACE OF FILED OFF PORTION OF KNOB ON CENTER OF DISK.
 KY1793
 KY1793                          STATION RECOVERY (1991)
 KY1793
 KY1793'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1793'------ REPORT BY ODOT --------1991-------- CONDITION - GOOD --------
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1440 ***********************************************************************
 KY1440  DESIGNATION -  987.66
 KY1440  PID         -  KY1440
 KY1440  STATE/COUNTY-  OH/GUERNSEY
 KY1440  USGS QUAD   -  OLD WASHINGTON (1994)
 KY1440
 KY1440                         *CURRENT SURVEY CONTROL
 KY1440  ___________________________________________________________________
 KY1440* NAD 83(1986)-  40 02 11.     (N)    081 25 59.     (W)     SCALED    
 KY1440* NAVD 88     -       300.824  (meters)     986.95   (feet)  POSTED    
 KY1440  ___________________________________________________________________
 KY1440  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY1440  DYNAMIC HT  -         300.660 (meters)     986.42  (feet)  COMP
 KY1440  MODELED GRAV-     980,068.3   (mgal)                       NAVD 88
 KY1440
 KY1440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY1440
 KY1440.The horizontal coordinates were scaled from a topographic map and have
 KY1440.an estimated accuracy of +/- 6 seconds.
 KY1440
 KY1440.The orthometric height was determined by differential leveling
 KY1440.and adjusted by the National Geodetic Survey in 1992..
 KY1440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY1440.rate of 0.0 thru 1.0 mm/km.
 KY1440
 KY1440.The geoid height was determined by GEOID03.
 KY1440
 KY1440.The dynamic height is computed by dividing the NAVD 88
 KY1440.geopotential number by the normal gravity value computed on the
 KY1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1440.degrees latitude (g = 980.6199 gals.).
 KY1440
 KY1440.The modeled gravity was interpolated from observed gravity values.
 KY1440
 KY1440;                    North         East    Units  Estimated Accuracy
 KY1440;SPC OH S     -   226,610.      691,060.      MT  (+/- 180 meters Scaled)
 KY1440
 KY1440                          SUPERSEDED SURVEY CONTROL
 KY1440
 KY1440  NGVD 29 (??/??/92)  301.034  (m)          987.64   (f) ADJ UNCH    2 0
 KY1440
 KY1440.Superseded values are not recommended for survey control.
 KY1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1440.See file dsdata.txt to determine how the superseded data were derived.
 KY1440
 KY1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME630318(NAD 83)
 KY1440_MARKER: Q = CHISELED SQUARE
 KY1440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1440_SP_SET: GAS PUMP BASE
 KY1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1440
 KY1440  HISTORY     - Date     Condition        Report By
 KY1440  HISTORY     - UNK      MONUMENTED       OHDT
 KY1440  HISTORY     - 1934     GOOD             NGS
 KY1440
 KY1440                          STATION DESCRIPTION
 KY1440
 KY1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1440'0.5 MI E FROM OLD WASHINGTON.
 KY1440'0.5 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KY1440'OLD WASHINGTON, GUERNSEY COUNTY, 44 YARDS SOUTHEAST OF THE
 KY1440'MAIN ENTRANCE OF THE GUERNSEY COUNTY FAIRGROUNDS, 10 FEET
 KY1440'NORTHEAST OF THE NORTHEAST CORNER OF THE J.E. DUGAN SERVICE
 KY1440'STATION, ON THE NORTHEAST CORNER OF THE CONCRETE BASE, AT THE
 KY1440'EAST GASOLINE PUMP, 14 YARDS SOUTH OF THE CENTERLINE OF THE
 KY1440'HIGHWAY, 6.7 FEET EAST OF THE EAST SIDE OF THE SERVICE STATION,
 KY1440'AND LEVEL WITH THE HIGHWAY.  A 2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1244 ***********************************************************************
 JZ1244  DESIGNATION -  991
 JZ1244  PID         -  JZ1244
 JZ1244  STATE/COUNTY-  OH/BUTLER
 JZ1244  USGS QUAD   -  COLLEGE CORNER (1992)
 JZ1244
 JZ1244                         *CURRENT SURVEY CONTROL
 JZ1244  ___________________________________________________________________
 JZ1244* NAD 83(1986)-  39 34 18.     (N)    084 48 55.     (W)     SCALED    
 JZ1244* NAVD 88     -       301.910  (meters)     990.52   (feet)  ADJUSTED  
 JZ1244  ___________________________________________________________________
 JZ1244  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JZ1244  DYNAMIC HT  -         301.738 (meters)     989.95  (feet)  COMP
 JZ1244  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 JZ1244
 JZ1244  VERT ORDER  -  SECOND    CLASS 0
 JZ1244
 JZ1244.The horizontal coordinates were scaled from a topographic map and have
 JZ1244.an estimated accuracy of +/- 6 seconds.
 JZ1244
 JZ1244.The orthometric height was determined by differential leveling
 JZ1244.and adjusted by the National Geodetic Survey in June 1991..
 JZ1244
 JZ1244.The geoid height was determined by GEOID03.
 JZ1244
 JZ1244.The dynamic height is computed by dividing the NAVD 88
 JZ1244.geopotential number by the normal gravity value computed on the
 JZ1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1244.degrees latitude (g = 980.6199 gals.).
 JZ1244
 JZ1244.The modeled gravity was interpolated from observed gravity values.
 JZ1244
 JZ1244;                    North         East    Units  Estimated Accuracy
 JZ1244;SPC OH S     -   177,030.      401,090.      MT  (+/- 180 meters Scaled)
 JZ1244
 JZ1244                          SUPERSEDED SURVEY CONTROL
 JZ1244
 JZ1244  NGVD 29 (??/??/92)  302.073  (m)          991.05   (f) ADJ UNCH    2 0
 JZ1244
 JZ1244.Superseded values are not recommended for survey control.
 JZ1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1244.See file dsdata.txt to determine how the superseded data were derived.
 JZ1244
 JZ1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ876824(NAD 83)
 JZ1244_MARKER: DD = SURVEY DISK
 JZ1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1244_STAMPING: 991
 JZ1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1244+STABILITY: SURFACE MOTION
 JZ1244
 JZ1244  HISTORY     - Date     Condition        Report By
 JZ1244  HISTORY     - UNK      MONUMENTED       USGS
 JZ1244  HISTORY     - 1934     GOOD             NGS
 JZ1244  HISTORY     - 20020926 GOOD             BUTCOE
 JZ1244
 JZ1244                          STATION DESCRIPTION
 JZ1244
 JZ1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JZ1244'AT COLLEGE CORNER.
 JZ1244'AT COLLEGE CORNER, BUTLER COUNTY, ON STATE LINE STREET, AT
 JZ1244'INDIANA-OHIO SCHOOL, IN THE SOUTHEAST CORNER OF THE SCHOOL
 JZ1244'LAWN, 49 YARDS SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL
 JZ1244'BUILDING, 26 YARDS EAST OF THE CENTERLINE OF THE STREET,
 JZ1244'ACROSS THE STREET FROM AND IN LINE WITH A FRAME HOUSE, AND
 JZ1244'LEVEL WITH THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JZ1244'DISK, STAMPED 991 AND SET IN THE TOP OF A CONCRETE POST.
 JZ1244
 JZ1244                          STATION RECOVERY (2002)
 JZ1244
 JZ1244'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ1244'COLLEGE CORNER, BUTLER COUNTY, ON RAMSEY STREET 82.5' FROM RR SPIKE AT
 JZ1244'CL INTERSECTION OF STATE LINE STREET AND RAMSEY STREET, 140.5'
 JZ1244'SOUTHEAST CORNER OF OHIO AND INDIANA SCHOOL, 0.3' BELOW SURFACE OF
 JZ1244'PAVEMENT ON RAMSEY STREET AS OF THE DATE OF THIS REPORT, 9-26-2002
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0846 ***********************************************************************
 KZ0846  DESIGNATION -  991 RESET
 KZ0846  PID         -  KZ0846
 KZ0846  STATE/COUNTY-  OH/MORROW
 KZ0846  USGS QUAD   -  ASHLEY (1995)
 KZ0846
 KZ0846                         *CURRENT SURVEY CONTROL
 KZ0846  ___________________________________________________________________
 KZ0846* NAD 83(1986)-  40 27 10.     (N)    082 55 37.     (W)     SCALED    
 KZ0846* NAVD 88     -       301.498  (meters)     989.16   (feet)  ADJUSTED  
 KZ0846  ___________________________________________________________________
 KZ0846  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KZ0846  DYNAMIC HT  -         301.343 (meters)     988.66  (feet)  COMP
 KZ0846  MODELED GRAV-     980,101.2   (mgal)                       NAVD 88
 KZ0846
 KZ0846  VERT ORDER  -  FIRST     CLASS I
 KZ0846
 KZ0846.The horizontal coordinates were scaled from a topographic map and have
 KZ0846.an estimated accuracy of +/- 6 seconds.
 KZ0846
 KZ0846.The orthometric height was determined by differential leveling
 KZ0846.and adjusted by the National Geodetic Survey in June 1991..
 KZ0846
 KZ0846.The geoid height was determined by GEOID03.
 KZ0846
 KZ0846.The dynamic height is computed by dividing the NAVD 88
 KZ0846.geopotential number by the normal gravity value computed on the
 KZ0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0846.degrees latitude (g = 980.6199 gals.).
 KZ0846
 KZ0846.The modeled gravity was interpolated from observed gravity values.
 KZ0846
 KZ0846;                    North         East    Units  Estimated Accuracy
 KZ0846;SPC OH N     -    87,380.      563,780.      MT  (+/- 180 meters Scaled)
 KZ0846
 KZ0846                          SUPERSEDED SURVEY CONTROL
 KZ0846
 KZ0846  NGVD 29 (??/??/92)  301.656  (m)          989.68   (f) ADJ UNCH    1 1
 KZ0846
 KZ0846.Superseded values are not recommended for survey control.
 KZ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0846.See file dsdata.txt to determine how the superseded data were derived.
 KZ0846
 KZ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE366797(NAD 83)
 KZ0846_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KZ0846_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0846_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0846_STAMPING: OHIO 991 RESET 1967
 KZ0846_MARK LOGO: USGS  
 KZ0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0846
 KZ0846  HISTORY     - Date     Condition        Report By
 KZ0846  HISTORY     - 1967     MONUMENTED       USGS
 KZ0846  HISTORY     - 1967     GOOD             CGS
 KZ0846
 KZ0846                          STATION DESCRIPTION
 KZ0846
 KZ0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ0846'3.6 MI SW FROM CARDINGTON.
 KZ0846'ABOUT 3.6 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KZ0846'THE CROSSING OF U.S. HIGHWAY 42 AT CARDINGTON, 70 FEET SOUTH OF
 KZ0846'AND ACROSS THE TRACK FROM MILEPOST 101, 72 FEET NORTHEAST OF THE
 KZ0846'CENTER OF THE CROSSING OF COUNTY ROAD NO. 155, 46.3 FEET SOUTHEAST
 KZ0846'OF THE SOUTHEAST RAIL, 28 1/2 FEET NORTH OF THE CENTER LINE OF
 KZ0846'THE ROAD, 6 1/2 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT NORTHWEST
 KZ0846'OF A FENCE LINE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 KZ0846'LEVEL WITH THE ROAD AND PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE
 KZ0846'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1941 ***********************************************************************
 KY1941  DESIGNATION -  992.92
 KY1941  PID         -  KY1941
 KY1941  STATE/COUNTY-  OH/STARK
 KY1941  USGS QUAD   -  NAVARRE (1994)
 KY1941
 KY1941                         *CURRENT SURVEY CONTROL
 KY1941  ___________________________________________________________________
 KY1941* NAD 83(1986)-  40 43 41.     (N)    081 35 40.     (W)     SCALED    
 KY1941* NAVD 88     -       302.356  (meters)     991.98   (feet)  ADJUSTED  
 KY1941  ___________________________________________________________________
 KY1941  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KY1941  DYNAMIC HT  -         302.216 (meters)     991.52  (feet)  COMP
 KY1941  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 KY1941
 KY1941  VERT ORDER  -  SECOND    CLASS 0
 KY1941
 KY1941.The horizontal coordinates were scaled from a topographic map and have
 KY1941.an estimated accuracy of +/- 6 seconds.
 KY1941
 KY1941.The orthometric height was determined by differential leveling
 KY1941.and adjusted by the National Geodetic Survey in June 1991..
 KY1941
 KY1941.The geoid height was determined by GEOID03.
 KY1941
 KY1941.The dynamic height is computed by dividing the NAVD 88
 KY1941.geopotential number by the normal gravity value computed on the
 KY1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1941.degrees latitude (g = 980.6199 gals.).
 KY1941
 KY1941.The modeled gravity was interpolated from observed gravity values.
 KY1941
 KY1941;                    North         East    Units  Estimated Accuracy
 KY1941;SPC OH N     -   118,260.      676,500.      MT  (+/- 180 meters Scaled)
 KY1941
 KY1941                          SUPERSEDED SURVEY CONTROL
 KY1941
 KY1941  NGVD 29 (??/??/92)  302.569  (m)          992.68   (f) ADJ UNCH    2 0
 KY1941
 KY1941.Superseded values are not recommended for survey control.
 KY1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1941.See file dsdata.txt to determine how the superseded data were derived.
 KY1941
 KY1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF498087(NAD 83)
 KY1941_MARKER: DD = SURVEY DISK
 KY1941_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1941_SP_SET: BRIDGE
 KY1941_STAMPING: 992.92
 KY1941_MARK LOGO: OH-151
 KY1941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1941
 KY1941  HISTORY     - Date     Condition        Report By
 KY1941  HISTORY     - 1959     MONUMENTED       OH-151
 KY1941  HISTORY     - 1959     GOOD             CGS
 KY1941  HISTORY     - 19931211 MARK NOT FOUND   OHDT
 KY1941
 KY1941                          STATION DESCRIPTION
 KY1941
 KY1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1941'1.1 MI E FROM ELTON.
 KY1941'ABOUT 1.1 MILES EAST ALONG A BLACK TOP ROAD FROM THE BLACK TOP
 KY1941'ROAD INTERSECTION AT ELTON, 0.15 MILE EAST OF CROSSING OF
 KY1941'STATE HIGHWAY 93, IN THE TOP OF THE NORTHEAST END OF WING WALL
 KY1941'AT NORTHEAST CORNER OF A 30-FOOT BRIDGE OVER A SMALL CREEK, 15
 KY1941'FEET NORTH OF CENTER LINE OF ROAD, 1/2 FOOT SOUTHWEST OF NORTHEAST
 KY1941'END OF WING WALL AND ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 KY1941
 KY1941                          STATION RECOVERY (1993)
 KY1941
 KY1941'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (JF)
 KY1941'-------REPORT BY ODOT -------YEAR 1993-------- CONDITION - UNKNOWN--
 KY1941' 
 KY1941'NOTE** BRIDGE REMOVED AND A CULVERT HAS BEEN PUT IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1004 ***********************************************************************
 KZ1004  DESIGNATION -  993
 KZ1004  PID         -  KZ1004
 KZ1004  STATE/COUNTY-  OH/CRAWFORD
 KZ1004  USGS QUAD   -  NEW WASHINGTON (1960)
 KZ1004
 KZ1004                         *CURRENT SURVEY CONTROL
 KZ1004  ___________________________________________________________________
 KZ1004* NAD 83(1986)-  40 57 29.     (N)    082 51 13.     (W)     SCALED    
 KZ1004* NAVD 88     -       302.077  (meters)     991.06   (feet)  ADJUSTED  
 KZ1004  ___________________________________________________________________
 KZ1004  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KZ1004  DYNAMIC HT  -         301.934 (meters)     990.60  (feet)  COMP
 KZ1004  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 KZ1004
 KZ1004  VERT ORDER  -  SECOND    CLASS 0
 KZ1004
 KZ1004.The horizontal coordinates were scaled from a topographic map and have
 KZ1004.an estimated accuracy of +/- 6 seconds.
 KZ1004
 KZ1004.The orthometric height was determined by differential leveling
 KZ1004.and adjusted by the National Geodetic Survey in June 1991..
 KZ1004
 KZ1004.The geoid height was determined by GEOID03.
 KZ1004
 KZ1004.The dynamic height is computed by dividing the NAVD 88
 KZ1004.geopotential number by the normal gravity value computed on the
 KZ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1004.degrees latitude (g = 980.6199 gals.).
 KZ1004
 KZ1004.The modeled gravity was interpolated from observed gravity values.
 KZ1004
 KZ1004;                    North         East    Units  Estimated Accuracy
 KZ1004;SPC OH N     -   143,460.      570,230.      MT  (+/- 180 meters Scaled)
 KZ1004
 KZ1004                          SUPERSEDED SURVEY CONTROL
 KZ1004
 KZ1004  NGVD 29 (??/??/92)  302.214  (m)          991.51   (f) ADJ UNCH    2 0
 KZ1004
 KZ1004.Superseded values are not recommended for survey control.
 KZ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1004.See file dsdata.txt to determine how the superseded data were derived.
 KZ1004
 KZ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF440357(NAD 83)
 KZ1004_MARKER: R = RIVET
 KZ1004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1004_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1004_STAMPING: 993
 KZ1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1004
 KZ1004  HISTORY     - Date     Condition        Report By
 KZ1004  HISTORY     - UNK      MONUMENTED       USGS
 KZ1004  HISTORY     - 1934     GOOD             NGS
 KZ1004  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KZ1004
 KZ1004                          STATION DESCRIPTION
 KZ1004
 KZ1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1004'AT NEW WASHINGTON.
 KZ1004'AT NEW WASHINGTON, CRAWFORD COUNTY, ON THE OLD NORTHERN OHIO
 KZ1004'RAILWAY, AT THE CROSSING OF KIBLER STREET, 14.5 FEET WEST OF THE
 KZ1004'STREET, 26.0 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 2.5
 KZ1004'FEET WEST OF THE EAST EDGE OF THE CURB, AND LEVEL WITH THE TOP
 KZ1004'OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 KZ1004'STAMPED 993 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 KZ1004
 KZ1004                          STATION RECOVERY (1987)
 KZ1004
 KZ1004'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ1004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1525 ***********************************************************************
 KZ1525  DESIGNATION -  994
 KZ1525  PID         -  KZ1525
 KZ1525  STATE/COUNTY-  OH/UNION
 KZ1525  USGS QUAD   -  MARYSVILLE (1973)
 KZ1525
 KZ1525                         *CURRENT SURVEY CONTROL
 KZ1525  ___________________________________________________________________
 KZ1525* NAD 83(1986)-  40 14 11.     (N)    083 22 01.     (W)     SCALED    
 KZ1525* NAVD 88     -       302.803  (meters)     993.45   (feet)  ADJUSTED  
 KZ1525  ___________________________________________________________________
 KZ1525  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KZ1525  DYNAMIC HT  -         302.650 (meters)     992.94  (feet)  COMP
 KZ1525  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 KZ1525
 KZ1525  VERT ORDER  -  SECOND    CLASS 0
 KZ1525
 KZ1525.The horizontal coordinates were scaled from a topographic map and have
 KZ1525.an estimated accuracy of +/- 6 seconds.
 KZ1525
 KZ1525.The orthometric height was determined by differential leveling
 KZ1525.and adjusted by the National Geodetic Survey in June 1991..
 KZ1525
 KZ1525.The geoid height was determined by GEOID03.
 KZ1525
 KZ1525.The dynamic height is computed by dividing the NAVD 88
 KZ1525.geopotential number by the normal gravity value computed on the
 KZ1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1525.degrees latitude (g = 980.6199 gals.).
 KZ1525
 KZ1525.The modeled gravity was interpolated from observed gravity values.
 KZ1525
 KZ1525;                    North         East    Units  Estimated Accuracy
 KZ1525;SPC OH N     -    63,630.      526,220.      MT  (+/- 180 meters Scaled)
 KZ1525
 KZ1525                          SUPERSEDED SURVEY CONTROL
 KZ1525
 KZ1525  NGVD 29 (??/??/92)  303.000  (m)          994.09   (f) ADJ UNCH    2 0
 KZ1525
 KZ1525.Superseded values are not recommended for survey control.
 KZ1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1525.See file dsdata.txt to determine how the superseded data were derived.
 KZ1525
 KZ1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE986566(NAD 83)
 KZ1525_MARKER: Q = CHISELED SQUARE
 KZ1525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1525_SP_SET: CURB
 KZ1525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1525
 KZ1525  HISTORY     - Date     Condition        Report By
 KZ1525  HISTORY     - UNK      MONUMENTED       USGS
 KZ1525  HISTORY     - 1934     GOOD             NGS
 KZ1525
 KZ1525                          STATION DESCRIPTION
 KZ1525
 KZ1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1525'AT MARYSVILLE.
 KZ1525'AT MARYSVILLE, UNION COUNTY, AT THE SOUTHWEST CORNER OF THE
 KZ1525'INTERSECTION OF FIFTH AND MAIN STREETS, 20.6 FEET NORTHEAST OF
 KZ1525'NORTHEAST CORNER OF THE WOLGAMOT DRUG STORE, ON THE TOP OF A
 KZ1525'SANDSTONE CURBING, AND ABOUT 0.5 FOOT HIGHER THAN THE STREET.
 KZ1525'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1536 ***********************************************************************
 KZ1536  DESIGNATION -  995
 KZ1536  PID         -  KZ1536
 KZ1536  STATE/COUNTY-  OH/UNION
 KZ1536  USGS QUAD   -  MILFORD CENTER (1980)
 KZ1536
 KZ1536                         *CURRENT SURVEY CONTROL
 KZ1536  ___________________________________________________________________
 KZ1536* NAD 83(1986)-  40 10 22.     (N)    083 23 13.     (W)     SCALED    
 KZ1536* NAVD 88     -       303.216  (meters)     994.80   (feet)  ADJUSTED  
 KZ1536  ___________________________________________________________________
 KZ1536  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KZ1536  DYNAMIC HT  -         303.061 (meters)     994.29  (feet)  COMP
 KZ1536  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 KZ1536
 KZ1536  VERT ORDER  -  SECOND    CLASS 0
 KZ1536
 KZ1536.The horizontal coordinates were scaled from a topographic map and have
 KZ1536.an estimated accuracy of +/- 6 seconds.
 KZ1536
 KZ1536.The orthometric height was determined by differential leveling
 KZ1536.and adjusted by the National Geodetic Survey in June 1991..
 KZ1536
 KZ1536.The geoid height was determined by GEOID03.
 KZ1536
 KZ1536.The dynamic height is computed by dividing the NAVD 88
 KZ1536.geopotential number by the normal gravity value computed on the
 KZ1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1536.degrees latitude (g = 980.6199 gals.).
 KZ1536
 KZ1536.The modeled gravity was interpolated from observed gravity values.
 KZ1536
 KZ1536;                    North         East    Units  Estimated Accuracy
 KZ1536;SPC OH N     -    56,590.      524,450.      MT  (+/- 180 meters Scaled)
 KZ1536
 KZ1536                          SUPERSEDED SURVEY CONTROL
 KZ1536
 KZ1536  NGVD 29 (??/??/92)  303.402  (m)          995.41   (f) ADJ UNCH    2 0
 KZ1536
 KZ1536.Superseded values are not recommended for survey control.
 KZ1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1536.See file dsdata.txt to determine how the superseded data were derived.
 KZ1536
 KZ1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE967496(NAD 83)
 KZ1536_MARKER: DD = SURVEY DISK
 KZ1536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1536_SP_SET: ELM TREE ROOT
 KZ1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1536
 KZ1536  HISTORY     - Date     Condition        Report By
 KZ1536  HISTORY     - UNK      MONUMENTED       OHHD
 KZ1536  HISTORY     - 1935     GOOD             NGS
 KZ1536
 KZ1536                          STATION DESCRIPTION
 KZ1536
 KZ1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1536'3.8 MI S FROM MARYSVILLE.
 KZ1536'3.8 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE SOUTH
 KZ1536'CORPORATION LIMIT OF MARYSVILLE, UNION COUNTY, 25 YARDS
 KZ1536'SOUTH OF A WIRE-FENCE CORNER, 30 FEET EAST OF THE CENTERLINE
 KZ1536'OF THE HIGHWAY, AT THE FOOT OF A 36-INCH ELM TREE, AND ABOUT
 KZ1536'LEVEL WITH THE ROADWAY.  THE TOP OF AN OHIO STATE HIGHWAY
 KZ1536'DEPARTMENT RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0747 ***********************************************************************
 KZ0747  DESIGNATION -  996
 KZ0747  PID         -  KZ0747
 KZ0747  STATE/COUNTY-  OH/KNOX
 KZ0747  USGS QUAD   -  HUNT (1984)
 KZ0747
 KZ0747                         *CURRENT SURVEY CONTROL
 KZ0747  ___________________________________________________________________
 KZ0747* NAD 83(1986)-  40 17 25.     (N)    082 27 01.     (W)     SCALED    
 KZ0747* NAVD 88     -       303.399  (meters)     995.40   (feet)  ADJUSTED  
 KZ0747  ___________________________________________________________________
 KZ0747  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ0747  DYNAMIC HT  -         303.237 (meters)     994.87  (feet)  COMP
 KZ0747  MODELED GRAV-     980,085.5   (mgal)                       NAVD 88
 KZ0747
 KZ0747  VERT ORDER  -  SECOND    CLASS 0
 KZ0747
 KZ0747.The horizontal coordinates were scaled from a topographic map and have
 KZ0747.an estimated accuracy of +/- 6 seconds.
 KZ0747
 KZ0747.The orthometric height was determined by differential leveling
 KZ0747.and adjusted by the National Geodetic Survey in June 1991..
 KZ0747
 KZ0747.The geoid height was determined by GEOID03.
 KZ0747
 KZ0747.The dynamic height is computed by dividing the NAVD 88
 KZ0747.geopotential number by the normal gravity value computed on the
 KZ0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0747.degrees latitude (g = 980.6199 gals.).
 KZ0747
 KZ0747.The modeled gravity was interpolated from observed gravity values.
 KZ0747
 KZ0747;                    North         East    Units  Estimated Accuracy
 KZ0747;SPC OH N     -    69,250.      604,230.      MT  (+/- 180 meters Scaled)
 KZ0747
 KZ0747                          SUPERSEDED SURVEY CONTROL
 KZ0747
 KZ0747  NGVD 29 (??/??/92)  303.570  (m)          995.96   (f) ADJ UNCH    2 0
 KZ0747
 KZ0747.Superseded values are not recommended for survey control.
 KZ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0747.See file dsdata.txt to determine how the superseded data were derived.
 KZ0747
 KZ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE767609(NAD 83)
 KZ0747_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KZ0747_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ0747_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ0747_STAMPING: OHIO 996
 KZ0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0747
 KZ0747  HISTORY     - Date     Condition        Report By
 KZ0747  HISTORY     - UNK      MONUMENTED       USGS
 KZ0747  HISTORY     - 1934     GOOD             NGS
 KZ0747
 KZ0747                          STATION DESCRIPTION
 KZ0747
 KZ0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ0747'AT UTICA.
 KZ0747'IN KNOX COUNTY, 3.7 MILES NORTH ALONG THE BALTIMORE AND OHIO
 KZ0747'RAILROAD FROM THE STATION AT UTICA, LICKING COUNTY, 145 FEET
 KZ0747'SOUTHEAST OF MILEPOST N 17 AND S 99, 115 FEET WEST OF THE
 KZ0747'WEST RAIL, 49 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 13,
 KZ0747'26 FEET NORTHWEST OF A 20-INCH MAPLE TREE, 23 FEET EAST OF THE
 KZ0747'CENTERLINE OF A DIRT ROAD, 18 FEET SOUTH OF THE CENTERLINE OF
 KZ0747'A DIRT ROAD, AND 8 FEET NORTH OF A GASWELL METER.  A UNITED
 KZ0747'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED OHIO 996 AND
 KZ0747'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 10
 KZ0747'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1025 ***********************************************************************
 KZ1025  DESIGNATION -  999
 KZ1025  PID         -  KZ1025
 KZ1025  STATE/COUNTY-  OH/MARION
 KZ1025  USGS QUAD   -  CALEDONIA (1973)
 KZ1025
 KZ1025                         *CURRENT SURVEY CONTROL
 KZ1025  ___________________________________________________________________
 KZ1025* NAD 83(1986)-  40 38 15.     (N)    082 58 03.     (W)     SCALED    
 KZ1025* NAVD 88     -       304.055  (meters)     997.55   (feet)  ADJUSTED  
 KZ1025  ___________________________________________________________________
 KZ1025  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 KZ1025  DYNAMIC HT  -         303.904 (meters)     997.06  (feet)  COMP
 KZ1025  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 KZ1025
 KZ1025  VERT ORDER  -  SECOND    CLASS 0
 KZ1025
 KZ1025.The horizontal coordinates were scaled from a topographic map and have
 KZ1025.an estimated accuracy of +/- 6 seconds.
 KZ1025
 KZ1025.The orthometric height was determined by differential leveling
 KZ1025.and adjusted by the National Geodetic Survey in June 1991..
 KZ1025
 KZ1025.The geoid height was determined by GEOID03.
 KZ1025
 KZ1025.The dynamic height is computed by dividing the NAVD 88
 KZ1025.geopotential number by the normal gravity value computed on the
 KZ1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1025.degrees latitude (g = 980.6199 gals.).
 KZ1025
 KZ1025.The modeled gravity was interpolated from observed gravity values.
 KZ1025
 KZ1025;                    North         East    Units  Estimated Accuracy
 KZ1025;SPC OH N     -   107,910.      560,450.      MT  (+/- 180 meters Scaled)
 KZ1025
 KZ1025                          SUPERSEDED SURVEY CONTROL
 KZ1025
 KZ1025  NGVD 29 (??/??/92)  304.194  (m)          998.01   (f) ADJ UNCH    2 0
 KZ1025
 KZ1025.Superseded values are not recommended for survey control.
 KZ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1025.See file dsdata.txt to determine how the superseded data were derived.
 KZ1025
 KZ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF336003(NAD 83)
 KZ1025_MARKER: R = RIVET
 KZ1025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1025_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1025_STAMPING: 999
 KZ1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1025
 KZ1025  HISTORY     - Date     Condition        Report By
 KZ1025  HISTORY     - UNK      MONUMENTED       USGS
 KZ1025  HISTORY     - 1934     GOOD             NGS
 KZ1025
 KZ1025                          STATION DESCRIPTION
 KZ1025
 KZ1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1025'AT CALEDONIA.
 KZ1025'AT CALEDONIA, MARION COUNTY, ON THE ERIE RAILROAD, 80 YARDS
 KZ1025'NORTHEAST OF THE STATION, 23 YARDS SOUTHEAST OF A CREAMERY OWNED
 KZ1025'BY THE COLUMBIA CHEESE CO., 9.5 FEET EAST OF THE CENTERLINE OF
 KZ1025'WATER STREET, 16.5 FEET NORTH OF THE NORTH RAIL OF THE NEW YORK
 KZ1025'CENTRAL RAILROAD TRACK, 14.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 KZ1025'E.R.R. TRACK, AND 0.3 FOOT ABOVE THE LEVEL OF THE CONCRETE.  A
 KZ1025'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 999 AND
 KZ1025'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1910 ***********************************************************************
 KY1910  DESIGNATION -  999.25
 KY1910  PID         -  KY1910
 KY1910  STATE/COUNTY-  OH/STARK
 KY1910  USGS QUAD   -  DALTON (1994)
 KY1910
 KY1910                         *CURRENT SURVEY CONTROL
 KY1910  ___________________________________________________________________
 KY1910* NAD 83(1986)-  40 50 37.     (N)    081 38 52.     (W)     SCALED    
 KY1910* NAVD 88     -       304.327  (meters)     998.45   (feet)  ADJUSTED  
 KY1910  ___________________________________________________________________
 KY1910  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KY1910  DYNAMIC HT  -         304.191 (meters)     998.00  (feet)  COMP
 KY1910  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 KY1910
 KY1910  VERT ORDER  -  SECOND    CLASS 0
 KY1910
 KY1910.The horizontal coordinates were scaled from a topographic map and have
 KY1910.an estimated accuracy of +/- 6 seconds.
 KY1910
 KY1910.The orthometric height was determined by differential leveling
 KY1910.and adjusted by the National Geodetic Survey in June 1991..
 KY1910
 KY1910.The geoid height was determined by GEOID03.
 KY1910
 KY1910.The dynamic height is computed by dividing the NAVD 88
 KY1910.geopotential number by the normal gravity value computed on the
 KY1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1910.degrees latitude (g = 980.6199 gals.).
 KY1910
 KY1910.The modeled gravity was interpolated from observed gravity values.
 KY1910
 KY1910;                    North         East    Units  Estimated Accuracy
 KY1910;SPC OH N     -   131,050.      671,870.      MT  (+/- 180 meters Scaled)
 KY1910
 KY1910                          SUPERSEDED SURVEY CONTROL
 KY1910
 KY1910  NGVD 29 (??/??/92)  304.555  (m)          999.19   (f) ADJ UNCH    2 0
 KY1910
 KY1910.Superseded values are not recommended for survey control.
 KY1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1910.See file dsdata.txt to determine how the superseded data were derived.
 KY1910
 KY1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF453215(NAD 83)
 KY1910_MARKER: DD = SURVEY DISK
 KY1910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1910_SP_SET: ABUTMENT
 KY1910_STAMPING: 999.25
 KY1910_MARK LOGO: OH-151
 KY1910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1910
 KY1910  HISTORY     - Date     Condition        Report By
 KY1910  HISTORY     - 1959     MONUMENTED       OH-151
 KY1910  HISTORY     - 1959     GOOD             CGS
 KY1910  HISTORY     - 19910528 MARK NOT FOUND   OHDT
 KY1910
 KY1910                          STATION DESCRIPTION
 KY1910
 KY1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1910'5.9 MI S FROM WARWICK.
 KY1910'ABOUT 0.35 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1910'FROM THE CONTROL TOWER AT WARWICK, THENCE ABOUT 5.55 MILES SOUTH
 KY1910'ALONG N. LAWRENCE ROAD AND ROAD 103, 0.5 MILE NORTH OF THE
 KY1910'JUNCTION OF ROAD 119 LEADING WEST, 0.25 MILE NORTH OF THE
 KY1910'JUNCTION OF A BLACK TOP ROAD LEADING EAST, 50 YARDS SOUTH OF THE
 KY1910'CROSSING OF THE PENNSYLVANIA RAILROAD, 17 1/2 FEET EAST OF THE
 KY1910'CENTER LINE OF ROAD, IN TOP OF THE EAST END OF THE SOUTH CONCRETE
 KY1910'ABUTMENT OF A 110-FOOT STEEL BRIDGE OVER NEWMAN CREEK, AND
 KY1910'ABOUT 1/2 FOOT ABOVE THE LEVEL OF ROAD 103.
 KY1910
 KY1910                          STATION RECOVERY (1991)
 KY1910
 KY1910'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1910'----- REPORT BY ODOT --------1991---------- CONDITION - UNKNOWN -----
 KY1910'NOTE*OLD ABUTMENT WAS REMOVED AND REPLACED BY A NEW CONCRETE ABUTMENT,
 KY1910'MARKER ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6778 ***********************************************************************
 AI6778  DESIGNATION -  9A
 AI6778  PID         -  AI6778
 AI6778  STATE/COUNTY-  OH/CLINTON
 AI6778  USGS QUAD   -  MARTINSVILLE (1960)
 AI6778
 AI6778                         *CURRENT SURVEY CONTROL
 AI6778  ___________________________________________________________________
 AI6778* NAD 83(1995)-  39 15 29.07148(N)    083 50 27.45699(W)     ADJUSTED  
 AI6778* NAVD 88     -       307.5    (meters)    1009.     (feet)  GPS OBS   
 AI6778  ___________________________________________________________________
 AI6778  X           -     530,591.473 (meters)                     COMP
 AI6778  Y           -  -4,916,913.512 (meters)                     COMP
 AI6778  Z           -   4,014,716.032 (meters)                     COMP
 AI6778  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 AI6778  ELLIP HEIGHT-         274.46  (meters)          (10/07/05) GPS OBS
 AI6778  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AI6778
 AI6778  HORZ ORDER  -  FIRST
 AI6778  ELLP ORDER  -  THIRD     CLASS II
 AI6778
 AI6778.The horizontal coordinates were established by GPS observations
 AI6778.and adjusted by the National Geodetic Survey in August 2000..
 AI6778
 AI6778.The orthometric height was determined by GPS observations and a
 AI6778.high-resolution geoid model.
 AI6778
 AI6778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6778
 AI6778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6778
 AI6778.The ellipsoidal height was determined by GPS observations
 AI6778.and is referenced to NAD 83.
 AI6778
 AI6778.The geoid height was determined by GEOID03.
 AI6778
 AI6778;                    North         East     Units Scale Factor Converg.
 AI6778;SPC OH S     -   140,522.143   484,271.990   MT  0.99993833   -0 51 03.1
 AI6778;UTM  17      - 4,349,263.625   254,872.218   MT  1.00033991   -1 47 55.3
 AI6778
 AI6778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6778!SPC OH S     -   0.99995694  x   0.99993833  =   0.99989527
 AI6778!UTM  17      -   0.99995694  x   1.00033991  =   1.00029684
 AI6778
 AI6778|---------------------------------------------------------------------|
 AI6778| PID    Reference Object                     Distance      Geod. Az  |
 AI6778|                                                           dddmmss.s |
 AI6778| AI6748 9                                   324.388 METERS 11313     |
 AI6778|---------------------------------------------------------------------|
 AI6778
 AI6778                          SUPERSEDED SURVEY CONTROL
 AI6778
 AI6778  ELLIP H (08/02/00)  274.49   (m)                       GP(       ) 3 2
 AI6778
 AI6778.Superseded values are not recommended for survey control.
 AI6778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6778.See file dsdata.txt to determine how the superseded data were derived.
 AI6778
 AI6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5487249264(NAD 83)
 AI6778_MARKER: DD = SURVEY DISK
 AI6778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6778_STAMPING: GPS 9A 2000
 AI6778_MARK LOGO: OH-027
 AI6778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6778+STABILITY: SURFACE MOTION
 AI6778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6778+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6778
 AI6778  HISTORY     - Date     Condition        Report By
 AI6778  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6778
 AI6778                          STATION DESCRIPTION
 AI6778
 AI6778'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6778'THE STATION IS LOCATED APPROXIMATELY 13.0 MI (20.9 KM) SOUTH OF
 AI6778'WILMINGTON, APPROXIMATELY 0.5 MI (0.8 KM) WEST-NORTHWEST OF HILLSBORO,
 AI6778'AND 8.2 MI (13.2 KM) EAST-SOUTHEAST OF BLANCHESTER.  THE STATION IS
 AI6778'APPROXIMATELY 0.2 MI (0.3 KM) WEST OF THE INTERSECTION OF LYNCHBURG
 AI6778'ROAD AND OAK GROVE ROAD ON THE NORTH SIDE OF LYNCHBURG ROAD AT THE
 AI6778'EDGE OF A CULTIVATED FIELD.
 AI6778'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 68 AND STATE ROUTE
 AI6778'251, PROCEED NORTH ON US 68 APPROXIMATELY 0.4 MI (0.6 KM) TO STEWART
 AI6778'ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED EAST ALONG STEWART ROAD
 AI6778'APPROXIMATEY 1.75 MI (2.82 KM) TO THE T-INTERSECTION WITH CHANEY ROAD.
 AI6778'TURN LEFT AND PROCEED NORTH ON CHANEEY ROAD APPROXIMATELY 0.5 MI (0.8
 AI6778'KM) TO THE INTERSECTION WITH LYNCHBURG ROAD.  TURN RIGHT AND PROCEED
 AI6778'SOUTHEAST ALONG LYNCHBURG ROAD APPROXIMATELY 1.6 MI (2.6 KM) TO THE
 AI6778'STATION ON THE LEFT.
 AI6778'THE STATION IS LOCATED APPROXIMATELY 104.04 M (341.34 FT) NORTHEAST OF
 AI6778'A POWER POLE, 54.99 M (180.41 FT) NORTHWEST OF ANOTHER POWER POLE,
 AI6778'8.83 M (28.97 FT) NORTH OF THE CENTERLINE OF LYNCHBURG ROAD, AND 0.17
 AI6778'M (0.56 FT) WEST OF A WHITE WITNESS POST.  THE STATION IS A STANDARD
 AI6778'CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND
 AI6778'STAMPED--GPS 9A 2000--RECESSED 0.2 FT (6.1 CM) BELOW THE SURFACE OF
 AI6778'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1344 ***********************************************************************
 MB1344  DESIGNATION -  A
 MB1344  PID         -  MB1344
 MB1344  STATE/COUNTY-  OH/SUMMIT
 MB1344  USGS QUAD   -  AKRON WEST (1994)
 MB1344
 MB1344                         *CURRENT SURVEY CONTROL
 MB1344  ___________________________________________________________________
 MB1344* NAD 83(1986)-  41 04 45.     (N)    081 35 18.     (W)     SCALED    
 MB1344* NAVD 88     -       297.921  (meters)     977.43   (feet)  ADJUSTED  
 MB1344  ___________________________________________________________________
 MB1344  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MB1344  DYNAMIC HT  -         297.790 (meters)     977.00  (feet)  COMP
 MB1344  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 MB1344
 MB1344  VERT ORDER  -  FIRST     CLASS II
 MB1344
 MB1344.The horizontal coordinates were scaled from a topographic map and have
 MB1344.an estimated accuracy of +/- 6 seconds.
 MB1344
 MB1344.The orthometric height was determined by differential leveling
 MB1344.and adjusted by the National Geodetic Survey in June 1991..
 MB1344
 MB1344.The geoid height was determined by GEOID03.
 MB1344
 MB1344.The dynamic height is computed by dividing the NAVD 88
 MB1344.geopotential number by the normal gravity value computed on the
 MB1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1344.degrees latitude (g = 980.6199 gals.).
 MB1344
 MB1344.The modeled gravity was interpolated from observed gravity values.
 MB1344
 MB1344;                    North         East    Units  Estimated Accuracy
 MB1344;SPC OH N     -   157,250.      676,610.      MT  (+/- 180 meters Scaled)
 MB1344
 MB1344                          SUPERSEDED SURVEY CONTROL
 MB1344
 MB1344  NGVD 29 (??/??/92)  298.119  (m)          978.08   (f) ADJ UNCH    1 2
 MB1344
 MB1344.Superseded values are not recommended for survey control.
 MB1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1344.See file dsdata.txt to determine how the superseded data were derived.
 MB1344
 MB1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF505477(NAD 83)
 MB1344_MARKER: DD = SURVEY DISK
 MB1344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1344_SP_SET: BRIDGE
 MB1344_STAMPING: A
 MB1344_MARK LOGO: OH-153
 MB1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1344
 MB1344  HISTORY     - Date     Condition        Report By
 MB1344  HISTORY     - UNK      MONUMENTED       OH-153
 MB1344  HISTORY     - 1963     GOOD             CGS
 MB1344
 MB1344                          STATION DESCRIPTION
 MB1344
 MB1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1344'AT AKRON.
 MB1344'AT AKRON, IN THE WEST PART OF THE CITY, ALONG COLLIER ROAD, 0.3
 MB1344'MILE SOUTH OF THE JUNCTION OF COPLEY AND COLLIER ROAD, SET ON THE
 MB1344'TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE COLLIER
 MB1344'ROAD BRIDGE OVER PIGEON CREEK, NEAR THE CROSSING OF THE AKRON AND
 MB1344'BARBERTON BELTWAY, 22.2 FEET NORTH OF THE NORTH RAIL, 19 FEET
 MB1344'EAST OF THE CENTER LINE OF COLLIER ROAD AND 1/2 FOOT ABOVE THE
 MB1344'LEVEL OF COLLIER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1557 ***********************************************************************
 KZ1557  DESIGNATION -  A
 KZ1557  PID         -  KZ1557
 KZ1557  STATE/COUNTY-  OH/DELAWARE
 KZ1557  USGS QUAD   -  DELAWARE (1973)
 KZ1557
 KZ1557                         *CURRENT SURVEY CONTROL
 KZ1557  ___________________________________________________________________
 KZ1557* NAD 83(1986)-  40 19 22.     (N)    083 01 11.     (W)     SCALED    
 KZ1557* NAVD 88     -       286.854  (meters)     941.12   (feet)  ADJUSTED  
 KZ1557  ___________________________________________________________________
 KZ1557  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KZ1557  DYNAMIC HT  -         286.705 (meters)     940.63  (feet)  COMP
 KZ1557  MODELED GRAV-     980,097.7   (mgal)                       NAVD 88
 KZ1557
 KZ1557  VERT ORDER  -  FIRST     CLASS I
 KZ1557
 KZ1557.The horizontal coordinates were scaled from a topographic map and have
 KZ1557.an estimated accuracy of +/- 6 seconds.
 KZ1557
 KZ1557.The orthometric height was determined by differential leveling
 KZ1557.and adjusted by the National Geodetic Survey in June 1991..
 KZ1557
 KZ1557.The geoid height was determined by GEOID03.
 KZ1557
 KZ1557.The dynamic height is computed by dividing the NAVD 88
 KZ1557.geopotential number by the normal gravity value computed on the
 KZ1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1557.degrees latitude (g = 980.6199 gals.).
 KZ1557
 KZ1557.The modeled gravity was interpolated from observed gravity values.
 KZ1557
 KZ1557;                    North         East    Units  Estimated Accuracy
 KZ1557;SPC OH N     -    72,990.      555,830.      MT  (+/- 180 meters Scaled)
 KZ1557
 KZ1557                          SUPERSEDED SURVEY CONTROL
 KZ1557
 KZ1557  NGVD 29 (??/??/92)  287.017  (m)          941.65   (f) ADJ UNCH    1 1
 KZ1557
 KZ1557.Superseded values are not recommended for survey control.
 KZ1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1557.See file dsdata.txt to determine how the superseded data were derived.
 KZ1557
 KZ1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE284655(NAD 83)
 KZ1557_MARKER: DD = SURVEY DISK
 KZ1557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1557_SP_SET: ABUTMENT
 KZ1557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1557
 KZ1557  HISTORY     - Date     Condition        Report By
 KZ1557  HISTORY     - UNK      MONUMENTED       OHGS
 KZ1557  HISTORY     - 1967     GOOD             NGS
 KZ1557  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KZ1557  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 KZ1557  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 KZ1557
 KZ1557                          STATION DESCRIPTION
 KZ1557
 KZ1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1557'2.7 MI NE FROM DELAWARE.
 KZ1557'A
 KZ1557'ABOUT 2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 42 FROM THE NEW YORK
 KZ1557'CENTRAL RAILROAD STATION AT DELAWARE, SET ON THE TOP OF THE
 KZ1557'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A 20-FOOT CONCRETE
 KZ1557'BRIDGE FOR SUGAR RUN, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KZ1557'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 KZ1557
 KZ1557                          STATION RECOVERY (1990)
 KZ1557
 KZ1557'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1557'MARK NOT FOUND.
 KZ1557
 KZ1557                          STATION RECOVERY (2005)
 KZ1557
 KZ1557'RECOVERY NOTE BY US POWER SQUADRON 2005
 KZ1557'MARK NOT FOUND.
 KZ1557
 KZ1557                          STATION RECOVERY (2005)
 KZ1557
 KZ1557'RECOVERY NOTE BY US POWER SQUADRON 2005
 KZ1557'OLD BRIDGE REPLACED WITH A NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD8867 ***********************************************************************
 AD8867  SACS        -  This is a Secondary Airport Control Station.
 AD8867  DESIGNATION -  A 01
 AD8867  PID         -  AD8867
 AD8867  STATE/COUNTY-  OH/CLINTON
 AD8867  USGS QUAD   -  WILMINGTON (1979)
 AD8867
 AD8867                         *CURRENT SURVEY CONTROL
 AD8867  ___________________________________________________________________
 AD8867* NAD 83(1995)-  39 26 22.29863(N)    083 47 10.09006(W)     ADJUSTED  
 AD8867* NAVD 88     -       327.06   (meters)    1073.0    (feet)  GPS OBS   
 AD8867  ___________________________________________________________________
 AD8867  X           -     533,915.099 (meters)                     COMP
 AD8867  Y           -  -4,903,720.395 (meters)                     COMP
 AD8867  Z           -   4,030,307.547 (meters)                     COMP
 AD8867  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 AD8867  ELLIP HEIGHT-         294.24  (meters)          (10/07/05) GPS OBS
 AD8867  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AD8867
 AD8867  HORZ ORDER  -  FIRST
 AD8867  ELLP ORDER  -  FOURTH    CLASS II
 AD8867
 AD8867.This mark is at Airborne Airpark  (ILN)
 AD8867
 AD8867.The horizontal coordinates were established by GPS observations
 AD8867.and adjusted by the National Geodetic Survey in July 1997..
 AD8867
 AD8867.The orthometric height was determined by GPS observations and a
 AD8867.high-resolution geoid model.
 AD8867
 AD8867.GPS derived orthometric heights for airport stations designated as
 AD8867.PACS or SACS are published to 2 decimal places.  This maintains
 AD8867.centimeter relative accuracy between the PACS and SACS.  It does
 AD8867.not indicate centimeter accuracy relative to other marks which are
 AD8867.part of the NAVD 88 network.
 AD8867
 AD8867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8867
 AD8867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8867
 AD8867.The ellipsoidal height was determined by GPS observations
 AD8867.and is referenced to NAD 83.
 AD8867
 AD8867.The geoid height was determined by GEOID03.
 AD8867
 AD8867;                    North         East     Units Scale Factor Converg.
 AD8867;SPC OH S     -   160,595.182   489,290.021   MT  0.99993637   -0 48 57.9
 AD8867;UTM  17      - 4,369,258.329   260,224.888   MT  1.00030791   -1 46 14.8
 AD8867
 AD8867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8867!SPC OH S     -   0.99995384  x   0.99993637  =   0.99989021
 AD8867!UTM  17      -   0.99995384  x   1.00030791  =   1.00026174
 AD8867
 AD8867                          SUPERSEDED SURVEY CONTROL
 AD8867
 AD8867  ELLIP H (07/02/97)  294.30   (m)                       GP(       ) 4 2
 AD8867
 AD8867.Superseded values are not recommended for survey control.
 AD8867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8867.See file dsdata.txt to determine how the superseded data were derived.
 AD8867
 AD8867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6022569258(NAD 83)
 AD8867_MARKER: N = NAIL
 AD8867_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD8867_SP_SET: MANHOLE
 AD8867_STAMPING: NOS-CGS A-01 94
 AD8867_MARK LOGO: NOS   
 AD8867_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8867+STABILITY: SURFACE MOTION
 AD8867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8867+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1995
 AD8867
 AD8867  HISTORY     - Date     Condition        Report By
 AD8867  HISTORY     - 1994     MONUMENTED       NOS
 AD8867  HISTORY     - 19951017 GOOD             NGS
 AD8867
 AD8867                          STATION DESCRIPTION
 AD8867
 AD8867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD8867'THE STATION IS LOCATED ABOUT 72.0 KM (44.75 MI) NORTHEAST OF
 AD8867'CINCINNATI, OH.  AND 3.0 KM (1.85 MI) SOUTHEAST OF WILMINGTON, OH. AT
 AD8867'THE AIRBORNE AIRPARK.  NEAR THE NORTHEAST END OF THE AIRPORT, NEAR THE
 AD8867'CENTER OF THE SOUTHEAST EDGE OF THE LAST GRASS MEDIAN TO THE
 AD8867'NORTHEAST, AND THE NORTHWEST EDGE OF A TAXI, IN TOP OF AND NEAR THE
 AD8867'SOUTHWEST CORNER OF A 3 X 3 FOOT (0.9 M) CONCRETE MANHOLE BASE.
 AD8867'OWNERSHIP--AIRBORNE EXPRESS, 145 HUNTER DRIVE, WILMINGTON, OH. 45159.
 AD8867'AIRPORT MANAGER JIM THUMMA, PHONE 513-382-5591. NOTE--CONTACT 24 HOURS
 AD8867'IN ADVANCE (ESCORT REQUIRED) .  NOTE--THIS STATION WAS SELECTED AS A
 AD8867'(SACS) , AND IS A (P.K.  NAIL AND WASHER) DRILLED INTO THE CONCRETE.
 AD8867'TO REACH THE STATION FROM THE COURTHOUSE IN WILMINGTON, GO EAST, 4.0
 AD8867'KM (2.50 MI) ALONG U.S.  HIGHWAY 22 AND STATE HIGHWAYS 73 AND 3 TO
 AD8867'HIGHWAY 73 RIGHT.  TURN RIGHT, SOUTH, 1.9 KM (1.20 MI) ALONG HIGHWAY
 AD8867'73 TO AIRBORNE ROAD AND AIRPORT ROAD (THE SAME) ON THE RIGHT.  TURN
 AD8867'RIGHT, SOUTH, 1.07 KM (0.65 MI) ALONG AIRPORT ROAD TO RUANE DRIVE ON
 AD8867'THE RIGHT.  TURN RIGHT, NORTHWEST, 0.29 KM (0.20 MI) ALONG RUANE DRIVE
 AD8867'TO A GUARD SHACK ON THE LEFT. (CHECK WITH GUARD ON DUTY FOR ESCORT) .
 AD8867'STATION IS 34.4 M (112.9 FT) SOUTHEAST OF THE 5TH.  TAXI LIGHT, 18.7 M
 AD8867'(61.4 FT) NORTHEAST OF THE 6TH.  TAXI LIGHT, 15.7 M (51.5 FT)
 AD8867'SOUTHEAST OF A 5 SIGN, 1.5 M (4.9 FT) NORTHWEST OF THE NORTHWEST EDGE
 AD8867'OF A TAXI, AND THE STATION IS LEVEL WITH THE TAXI AND FLUSH WITH THE
 AD8867'GROUND SURFACE.  BY R.G. HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1517 ***********************************************************************
 KZ1517  DESIGNATION -  A 10
 KZ1517  PID         -  KZ1517
 KZ1517  STATE/COUNTY-  OH/DELAWARE
 KZ1517  USGS QUAD   -  OSTRANDER (1988)
 KZ1517
 KZ1517                         *CURRENT SURVEY CONTROL
 KZ1517  ___________________________________________________________________
 KZ1517* NAD 83(1995)-  40 15 07.68230(N)    083 09 03.32272(W)     ADJUSTED  
 KZ1517* NAVD 88     -       276.980  (meters)     908.73   (feet)  ADJUSTED  
 KZ1517  ___________________________________________________________________
 KZ1517  X           -     581,347.629 (meters)                     COMP
 KZ1517  Y           -  -4,840,062.140 (meters)                     COMP
 KZ1517  Z           -   4,099,549.357 (meters)                     COMP
 KZ1517  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 KZ1517  ELLIP HEIGHT-         243.14  (meters)          (10/07/05) GPS OBS
 KZ1517  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KZ1517  DYNAMIC HT  -         276.839 (meters)     908.26  (feet)  COMP
 KZ1517  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 KZ1517
 KZ1517  HORZ ORDER  -  FIRST
 KZ1517  VERT ORDER  -  SECOND    CLASS 0
 KZ1517  ELLP ORDER  -  FOURTH    CLASS I
 KZ1517
 KZ1517.The horizontal coordinates were established by GPS observations
 KZ1517.and adjusted by the National Geodetic Survey in April 1998..
 KZ1517
 KZ1517.The orthometric height was determined by differential leveling
 KZ1517.and adjusted by the National Geodetic Survey in June 1991..
 KZ1517
 KZ1517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1517
 KZ1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1517
 KZ1517.The ellipsoidal height was determined by GPS observations
 KZ1517.and is referenced to NAD 83.
 KZ1517
 KZ1517.The geoid height was determined by GEOID03.
 KZ1517
 KZ1517.The dynamic height is computed by dividing the NAVD 88
 KZ1517.geopotential number by the normal gravity value computed on the
 KZ1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1517.degrees latitude (g = 980.6199 gals.).
 KZ1517
 KZ1517.The modeled gravity was interpolated from observed gravity values.
 KZ1517
 KZ1517;                    North         East     Units Scale Factor Converg.
 KZ1517;SPC OH N     -    65,221.730   544,618.474   MT  1.00003964   -0 25 39.4
 KZ1517;UTM  17      - 4,457,961.497   317,067.749   MT  1.00001196   -1 23 24.8
 KZ1517
 KZ1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1517!SPC OH N     -   0.99996186  x   1.00003964  =   1.00000150
 KZ1517!UTM  17      -   0.99996186  x   1.00001196  =   0.99997382
 KZ1517
 KZ1517                          SUPERSEDED SURVEY CONTROL
 KZ1517
 KZ1517  ELLIP H (04/01/98)  243.17   (m)                       GP(       ) 4 1
 KZ1517  NAD 83(1986)-  40 15 07.69017(N)    083 09 03.33059(W) AD(       ) 1
 KZ1517  NAVD 88 (03/27/92)  276.98   (m)          908.7    (f) LEVELING    3  
 KZ1517  NGVD 29 (??/??/92)  277.160  (m)          909.32   (f) ADJ UNCH    2 0
 KZ1517
 KZ1517.Superseded values are not recommended for survey control.
 KZ1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1517.See file dsdata.txt to determine how the superseded data were derived.
 KZ1517
 KZ1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1706857961(NAD 83)
 KZ1517_MARKER: DB = BENCH MARK DISK
 KZ1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1517_SP_SET: CONCRETE POST
 KZ1517_STAMPING: A 10
 KZ1517_MARK LOGO: OHGS  
 KZ1517_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1517+STABILITY: SURFACE MOTION
 KZ1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1517+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 KZ1517
 KZ1517  HISTORY     - Date     Condition        Report By
 KZ1517  HISTORY     - 1934     MONUMENTED       OHGS
 KZ1517  HISTORY     - 1934     GOOD             NGS
 KZ1517  HISTORY     - 19901115 GOOD             WOOLPT
 KZ1517  HISTORY     - 19910223 GOOD
 KZ1517  HISTORY     - 20000705 GOOD             WOOLPT
 KZ1517  HISTORY     - 20041205 MARK NOT FOUND   USPSQD
 KZ1517
 KZ1517                          STATION DESCRIPTION
 KZ1517
 KZ1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1517'0.3 MI N FROM BELLEPOINT.
 KZ1517'0.3 MILE NORTH ALONG STATE HIGHWAY 257 FROM BELLEPOINT, DELAWARE
 KZ1517'COUNTY, 400 YARDS SOUTHEAST OF A FRAME FARMHOUSE, 27.5 FEET
 KZ1517'EAST OF THE CENTERLINE OF THE HIGHWAY, 9.5 FEET EAST OF THE
 KZ1517'FENCE LINE, AND 1-1/2 FEET HIGHER THAN THE ROAD.  A STATE
 KZ1517'SURVEY STANDARD DISK, STAMPED A 10 AND SET IN THE TOP OF A
 KZ1517'CONCRETE POST.
 KZ1517
 KZ1517                          STATION RECOVERY (1990)
 KZ1517
 KZ1517'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 KZ1517'REACHED FROM THE INTERSECTION OF FRY ROAD AND S.R. 257, PROCEED SOUTH
 KZ1517'ALONG S.R. 257 FOR 0.40 MI (0.64 KM) PASS FENCE AND TREES TO THE
 KZ1517'STATION ON THE EAST SIDE OF THE ROAD. THE STATION IS JUST NORTHEAST
 KZ1517'OF TRANSFORMER SITUATED ON THE OPPOSITE SIDE OF THE SAID ROAD.
 KZ1517
 KZ1517                          STATION RECOVERY (1991)
 KZ1517
 KZ1517'RECOVERED 1991
 KZ1517'RECOVERED IN GOOD CONDITION.
 KZ1517
 KZ1517                          STATION RECOVERY (2000)
 KZ1517
 KZ1517'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (TEM)
 KZ1517'RECOVERED AS DECRIBED. NOTE-- THIS STATION IS ONLY SUITABLE FOR GPS
 KZ1517' OBSERVATIONS DURING THE WINTER DUE TO THE LARGE AMOUNT OF
 KZ1517'VEGETATION PRESENT.
 KZ1517'
 KZ1517
 KZ1517                          STATION RECOVERY (2004)
 KZ1517
 KZ1517'RECOVERY NOTE BY US POWER SQUADRON 2004
 KZ1517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0555 ***********************************************************************
 MB0555  DESIGNATION -  A 109
 MB0555  PID         -  MB0555
 MB0555  STATE/COUNTY-  OH/MAHONING
 MB0555  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0555
 MB0555                         *CURRENT SURVEY CONTROL
 MB0555  ___________________________________________________________________
 MB0555* NAD 83(1986)-  41 06 14.     (N)    080 39 15.     (W)     SCALED    
 MB0555* NAVD 88     -       262.862  (meters)     862.41   (feet)  ADJUSTED  
 MB0555  ___________________________________________________________________
 MB0555  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB0555  DYNAMIC HT  -         262.741 (meters)     862.01  (feet)  COMP
 MB0555  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 MB0555
 MB0555  VERT ORDER  -  FIRST     CLASS II
 MB0555
 MB0555.The horizontal coordinates were scaled from a topographic map and have
 MB0555.an estimated accuracy of +/- 6 seconds.
 MB0555
 MB0555.The orthometric height was determined by differential leveling
 MB0555.and adjusted by the National Geodetic Survey in June 1991..
 MB0555
 MB0555.The geoid height was determined by GEOID03.
 MB0555
 MB0555.The dynamic height is computed by dividing the NAVD 88
 MB0555.geopotential number by the normal gravity value computed on the
 MB0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0555.degrees latitude (g = 980.6199 gals.).
 MB0555
 MB0555.The modeled gravity was interpolated from observed gravity values.
 MB0555
 MB0555;                    North         East    Units  Estimated Accuracy
 MB0555;SPC OH N     -   161,240.      755,030.      MT  (+/- 180 meters Scaled)
 MB0555
 MB0555                          SUPERSEDED SURVEY CONTROL
 MB0555
 MB0555  NGVD 29 (??/??/92)  263.040  (m)          862.99   (f) ADJ UNCH    1 2
 MB0555
 MB0555.Superseded values are not recommended for survey control.
 MB0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0555.See file dsdata.txt to determine how the superseded data were derived.
 MB0555
 MB0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF290503(NAD 83)
 MB0555_MARKER: DB = BENCH MARK DISK
 MB0555_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0555_SP_SET: PIER
 MB0555_STAMPING: A 109 1935
 MB0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0555
 MB0555  HISTORY     - Date     Condition        Report By
 MB0555  HISTORY     - 1935     MONUMENTED       CGS
 MB0555  HISTORY     - 1950     GOOD             NGS
 MB0555  HISTORY     - 1963     GOOD             USGS
 MB0555  HISTORY     - 1985     SEE DESCRIPTION  NGS
 MB0555  HISTORY     - 19970920 MARK NOT FOUND   USPSQD
 MB0555  HISTORY     - 20051208 MARK NOT FOUND   GEOCAC
 MB0555
 MB0555                          STATION DESCRIPTION
 MB0555
 MB0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0555'AT YOUNGSTOWN.
 MB0555'ABOUT 0.2 MILE WEST ALONG THE ERIE RAILROAD FROM ITS STATION
 MB0555'AT YOUNGSTOWN, AT THE FIFTH AVENUE BRIDGE.  IT IS IN THE TOP OF
 MB0555'THE WEST END OF THE SOUTH CENTER PIER AND 18 FEET SOUTH OF THE
 MB0555'SOUTH RAIL.  A STANDARD DISK CEMENTED IN A DRILLED HOLE AND IS
 MB0555'4 FEET HIGHER THAN THE TRACK.
 MB0555
 MB0555                          STATION RECOVERY (1963)
 MB0555
 MB0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MB0555'RECOVERED IN GOOD CONDITION.
 MB0555
 MB0555                          STATION RECOVERY (1985)
 MB0555
 MB0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MB0555'THE MARK WAS IN GOOD CONDITION BUT THE RAILROAD HAS BEEN ABANDONED
 MB0555'AND THE BRIDGE IS SCHEDULED FOR DEMOLITION THIS SUMMER. A NEW MARK, A
 MB0555'109 RESET, WAS ESTABLISHED. THE OLD MARK WAS LEFT INTACT.
 MB0555
 MB0555                          STATION RECOVERY (1997)
 MB0555
 MB0555'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB0555'MARK NOT FOUND.
 MB0555
 MB0555                          STATION RECOVERY (2005)
 MB0555
 MB0555'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 MB0555'THIS MARK WAS SET IN THE FIFTH AVENUE BRIDGE OVER THE RAILROAD TRACKS.
 MB0555'THE TRACKS HAVE BEEN REMOVED, THE BRIDGE HAS BEEN DEMOLISHED, AND THE
 MB0555'AREA HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3259 ***********************************************************************
 MB3259  DESIGNATION -  A 109 RESET
 MB3259  PID         -  MB3259
 MB3259  STATE/COUNTY-  OH/MAHONING
 MB3259  USGS QUAD   -  YOUNGSTOWN (1994)
 MB3259
 MB3259                         *CURRENT SURVEY CONTROL
 MB3259  ___________________________________________________________________
 MB3259* NAD 83(1986)-  41 06 14.     (N)    080 39 15.     (W)     SCALED    
 MB3259* NAVD 88     -       263.17   (meters)     863.4    (feet)  RESET     
 MB3259  ___________________________________________________________________
 MB3259  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB3259
 MB3259  VERT ORDER  -  THIRD
 MB3259
 MB3259.The horizontal coordinates were scaled from a topographic map and have
 MB3259.an estimated accuracy of +/- 6 seconds.
 MB3259
 MB3259.The orthometric height was computed from unverified reset data.
 MB3259.No vertical observational check was made to the station.
 MB3259
 MB3259.The geoid height was determined by GEOID03.
 MB3259
 MB3259;                    North         East    Units  Estimated Accuracy
 MB3259;SPC OH N     -   161,240.      755,030.      MT  (+/- 180 meters Scaled)
 MB3259
 MB3259                          SUPERSEDED SURVEY CONTROL
 MB3259
 MB3259  NGVD 29 (10/13/05)  263.35   (m)          864.0    (f) RESET       3  
 MB3259
 MB3259.Superseded values are not recommended for survey control.
 MB3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3259.See file dsdata.txt to determine how the superseded data were derived.
 MB3259
 MB3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF290503(NAD 83)
 MB3259_MARKER: DB = BENCH MARK DISK
 MB3259_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MB3259_SP_SET: BRIDGE WINGWALL
 MB3259_STAMPING: A 109 RESET 1985
 MB3259_MARK LOGO: NGS   
 MB3259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB3259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3259+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2005
 MB3259
 MB3259  HISTORY     - Date     Condition        Report By
 MB3259  HISTORY     - 1985     MONUMENTED       NGS
 MB3259  HISTORY     - 20051210 GOOD             GEOCAC
 MB3259
 MB3259                          STATION DESCRIPTION
 MB3259
 MB3259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MB3259'IN YOUNGSTOWN.
 MB3259'AT THE JUNCTION OF FIFTH AVENUE AND FEDERAL STREET IN DOWNTOWN
 MB3259'YOUNGSTOWN SET IN THE NORTHEAST WINGWALL OF THE SPRING COMMON BRIDGE
 MB3259'OVER THE MAHONING RIVER.
 MB3259'THE MARK IS 0.3 METERS  SW FROM  NORTHEAST END OF WINGWAL
 MB3259'THE MARK IS ABOVE LEVEL WITH ROAD.
 MB3259
 MB3259                          STATION RECOVERY (2005)
 MB3259
 MB3259'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 MB3259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1515 ***********************************************************************
 KZ1515  DESIGNATION -  A 11
 KZ1515  PID         -  KZ1515
 KZ1515  STATE/COUNTY-  OH/DELAWARE
 KZ1515  USGS QUAD   -  OSTRANDER (1988)
 KZ1515
 KZ1515                         *CURRENT SURVEY CONTROL
 KZ1515  ___________________________________________________________________
 KZ1515* NAD 83(1986)-  40 16 37.     (N)    083 09 24.     (W)     SCALED    
 KZ1515* NAVD 88     -       276.220  (meters)     906.23   (feet)  ADJUSTED  
 KZ1515  ___________________________________________________________________
 KZ1515  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ1515  DYNAMIC HT  -         276.079 (meters)     905.77  (feet)  COMP
 KZ1515  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 KZ1515
 KZ1515  VERT ORDER  -  SECOND    CLASS 0
 KZ1515
 KZ1515.The horizontal coordinates were scaled from a topographic map and have
 KZ1515.an estimated accuracy of +/- 6 seconds.
 KZ1515
 KZ1515.The orthometric height was determined by differential leveling
 KZ1515.and adjusted by the National Geodetic Survey in June 1991..
 KZ1515
 KZ1515.The geoid height was determined by GEOID03.
 KZ1515
 KZ1515.The dynamic height is computed by dividing the NAVD 88
 KZ1515.geopotential number by the normal gravity value computed on the
 KZ1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1515.degrees latitude (g = 980.6199 gals.).
 KZ1515
 KZ1515.The modeled gravity was interpolated from observed gravity values.
 KZ1515
 KZ1515;                    North         East    Units  Estimated Accuracy
 KZ1515;SPC OH N     -    67,980.      544,150.      MT  (+/- 180 meters Scaled)
 KZ1515
 KZ1515                          SUPERSEDED SURVEY CONTROL
 KZ1515
 KZ1515  NGVD 29 (??/??/92)  276.399  (m)          906.82   (f) ADJ UNCH    2 0
 KZ1515
 KZ1515.Superseded values are not recommended for survey control.
 KZ1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1515.See file dsdata.txt to determine how the superseded data were derived.
 KZ1515
 KZ1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE166607(NAD 83)
 KZ1515_MARKER: DD = SURVEY DISK
 KZ1515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1515_SP_SET: ABUTMENT
 KZ1515_STAMPING: A 11
 KZ1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1515
 KZ1515  HISTORY     - Date     Condition        Report By
 KZ1515  HISTORY     - UNK      MONUMENTED       OHGS
 KZ1515  HISTORY     - 1934     GOOD             NGS
 KZ1515
 KZ1515                          STATION DESCRIPTION
 KZ1515
 KZ1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1515'AT WHITE SULPHUR.
 KZ1515'AT WHITE SULPHUR, DELAWARE COUNTY, ABOUT 84 YARDS EAST OF THE
 KZ1515'CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY STATION,
 KZ1515'IN THE TOP OF THE SOUTHEAST CORNER OF THE WEST CONCRETE ABUTMENT
 KZ1515'OF A STEEL BRIDGE OVER THE SCIOTO RIVER, 4 FEET SOUTH OF THE
 KZ1515'SOUTH RAIL, AND ABOUT LEVEL WITH THE TRACK.  A STATE SURVEY
 KZ1515'STANDARD DISK, STAMPED A 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6217 ***********************************************************************
 DH6217  DESIGNATION -  A 11 A
 DH6217  PID         -  DH6217
 DH6217  STATE/COUNTY-  OH/ATHENS
 DH6217  USGS QUAD   -  SHADE (1992)
 DH6217
 DH6217                         *CURRENT SURVEY CONTROL
 DH6217  ___________________________________________________________________
 DH6217* NAD 83(1995)-  39 14 21.82015(N)    082 05 37.47149(W)     ADJUSTED  
 DH6217* NAVD 88     -       298.5    (meters)     979.     (feet)  GPS OBS   
 DH6217  ___________________________________________________________________
 DH6217  X           -     680,440.826 (meters)                     COMP
 DH6217  Y           -  -4,899,741.783 (meters)                     COMP
 DH6217  Z           -   4,013,103.485 (meters)                     COMP
 DH6217  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 DH6217  ELLIP HEIGHT-         264.36  (meters)          (11/14/05) GPS OBS
 DH6217  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DH6217
 DH6217  HORZ ORDER  -  FIRST
 DH6217  ELLP ORDER  -  FOURTH    CLASS II
 DH6217
 DH6217.The horizontal coordinates were established by GPS observations
 DH6217.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6217
 DH6217.The orthometric height was determined by GPS observations and a
 DH6217.high-resolution geoid model.
 DH6217
 DH6217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6217
 DH6217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6217
 DH6217.The ellipsoidal height was determined by GPS observations
 DH6217.and is referenced to NAD 83.
 DH6217
 DH6217.The geoid height was determined by GEOID03.
 DH6217
 DH6217;                    North         East     Units Scale Factor Converg.
 DH6217;SPC OH S     -   137,667.885   635,071.510   MT  0.99993909   +0 15 28.0
 DH6217;UTM  17      - 4,343,912.924   405,609.771   MT  0.99970970   -0 41 30.9
 DH6217
 DH6217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6217!SPC OH S     -   0.99995853  x   0.99993909  =   0.99989762
 DH6217!UTM  17      -   0.99995853  x   0.99970970  =   0.99966824
 DH6217
 DH6217                          SUPERSEDED SURVEY CONTROL
 DH6217
 DH6217.No superseded survey control is available for this station.
 DH6217
 DH6217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0561043913(NAD 83)
 DH6217_MARKER: DD = SURVEY DISK
 DH6217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6217_STAMPING: A 11 A
 DH6217_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6217+STABILITY: SURFACE MOTION
 DH6217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6217+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 DH6217
 DH6217  HISTORY     - Date     Condition        Report By
 DH6217  HISTORY     - UNK      MONUMENTED
 DH6217  HISTORY     - 20041111 GOOD             LOCSUR
 DH6217
 DH6217                          STATION DESCRIPTION
 DH6217
 DH6217'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (DN)
 DH6217'DESCRIBED BY CANTER SURVEYING (2004) THE STATION IS LOCATED IN ATHENS
 DH6217'COUNTY, IN ALEXANDER TOWNSHIP, ALONG COUNTY ROAD 21.   TO REACH THE
 DH6217'STATION FROM THE INTERSECTION OF U.S. 50 AND U.S.33 IN THE TOWN OF
 DH6217'ATHENS.   PRECEED SOUTH EAST ALONG U.S. 33 FOR APPROXIMATELY 8.20 KM
 DH6217'(5.4MI) TO THE INTERSECTION OF  COUNTY ROAD 16 ( PLEASENTON RD.) ON
 DH6217'THE RIGHT.  TURN ONTO COUNTY ROAD 16 (PLEASENTON  RD) AND CONTINUE
 DH6217'WESTERNLY FOR APPROXIMATELY4.0 KM ( 2.5 MI) TO THE INTERSECTION OF
 DH6217'COUNTY ROAD 16 AND COUNTY ROAD 21 (PLEASENT HILL RD).  TURN LEFT ON TO
 DH6217'COUNTY ROAD 21  (PLEASENT HILL RD)  AND CONTINUE FOR APPROXIMATELY 137
 DH6217'M (450 FT) TO THE MARK ON THE  RIGHT. THE STATION IS LOCATED  7M (22.9
 DH6217'FT) WEST OF CENTERLINE OF COUNTY ROAD 21 (PLEASENT HILL  RD). THE
 DH6217'STATION IS A BRASS TABLET STAMPED A 11 A SET ATOP A CONCRETE POST, THE
 DH6217'MARK IS FLUSH  WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1076 ***********************************************************************
 KY1076  DESIGNATION -  A 111
 KY1076  PID         -  KY1076
 KY1076  STATE/COUNTY-  OH/COLUMBIANA
 KY1076  USGS QUAD   -  EAST LIVERPOOL NORTH (1994)
 KY1076
 KY1076                         *CURRENT SURVEY CONTROL
 KY1076  ___________________________________________________________________
 KY1076* NAD 83(1986)-  40 37 55.     (N)    080 32 55.     (W)     SCALED    
 KY1076* NAVD 88     -       214.612  (meters)     704.11   (feet)  ADJUSTED  
 KY1076  ___________________________________________________________________
 KY1076  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY1076  DYNAMIC HT  -         214.500 (meters)     703.74  (feet)  COMP
 KY1076  MODELED GRAV-     980,101.6   (mgal)                       NAVD 88
 KY1076
 KY1076  VERT ORDER  -  FIRST     CLASS II
 KY1076
 KY1076.The horizontal coordinates were scaled from a topographic map and have
 KY1076.an estimated accuracy of +/- 6 seconds.
 KY1076
 KY1076.The orthometric height was determined by differential leveling
 KY1076.and adjusted by the National Geodetic Survey in June 1991..
 KY1076
 KY1076.The geoid height was determined by GEOID03.
 KY1076
 KY1076.The dynamic height is computed by dividing the NAVD 88
 KY1076.geopotential number by the normal gravity value computed on the
 KY1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1076.degrees latitude (g = 980.6199 gals.).
 KY1076
 KY1076.The modeled gravity was interpolated from observed gravity values.
 KY1076
 KY1076;                    North         East    Units  Estimated Accuracy
 KY1076;SPC OH N     -   109,040.      765,070.      MT  (+/- 180 meters Scaled)
 KY1076
 KY1076                          SUPERSEDED SURVEY CONTROL
 KY1076
 KY1076  NGVD 29 (??/??/92)  214.744  (m)          704.54   (f) ADJ UNCH    1 2
 KY1076
 KY1076.Superseded values are not recommended for survey control.
 KY1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1076.See file dsdata.txt to determine how the superseded data were derived.
 KY1076
 KY1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE381979(NAD 83)
 KY1076_MARKER: DB = BENCH MARK DISK
 KY1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1076_STAMPING: A 111 1935
 KY1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1076+STABILITY: SURFACE MOTION
 KY1076
 KY1076  HISTORY     - Date     Condition        Report By
 KY1076  HISTORY     - 1935     MONUMENTED       CGS
 KY1076  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY1076
 KY1076                          STATION DESCRIPTION
 KY1076
 KY1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY1076'1.8 MI NE FROM EAST LIVERPOOL.
 KY1076'ABOUT 1.8 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1076'THE C.C. THOMPSON POTTERY COMPANY AT EAST LIVERPOOL, COLUMBIANA
 KY1076'COUNTY, ABOUT 60 FEET NORTH OF THE NORTHWEST CORNER OF THE
 KY1076'STATION AT LAUGHLIN, 55 FEET SOUTH OF THE CENTER OF THE
 KY1076'SOUTHWALL OF THE PATTERSON CEMENT CO. BUILDING, AND 8 FEET
 KY1076'NORTH OF THE NORTH RAIL.  A STANDARD DISK STAMPED A 111 1935
 KY1076'AND SET IN THE TOP OF A CONCRETE POST.
 KY1076
 KY1076                          STATION RECOVERY (1983)
 KY1076
 KY1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY1076'NOT RECOVERED, AN ABANDONED SIDE TRACK NOW COVERS THE MARK LOCATION,
 KY1076'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1178 ***********************************************************************
 JX1178  DESIGNATION -  A 112
 JX1178  PID         -  JX1178
 JX1178  STATE/COUNTY-  OH/ATHENS
 JX1178  USGS QUAD   -  STEWART (1994)
 JX1178
 JX1178                         *CURRENT SURVEY CONTROL
 JX1178  ___________________________________________________________________
 JX1178* NAD 83(1986)-  39 18 44.     (N)    081 58 50.     (W)     SCALED    
 JX1178* NAVD 88     -       192.179  (meters)     630.51   (feet)  ADJUSTED  
 JX1178  ___________________________________________________________________
 JX1178  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JX1178  DYNAMIC HT  -         192.061 (meters)     630.12  (feet)  COMP
 JX1178  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 JX1178
 JX1178  VERT ORDER  -  FIRST     CLASS II
 JX1178
 JX1178.The horizontal coordinates were scaled from a topographic map and have
 JX1178.an estimated accuracy of +/- 6 seconds.
 JX1178
 JX1178.The orthometric height was determined by differential leveling
 JX1178.and adjusted by the National Geodetic Survey in June 1991..
 JX1178
 JX1178.The geoid height was determined by GEOID03.
 JX1178
 JX1178.The dynamic height is computed by dividing the NAVD 88
 JX1178.geopotential number by the normal gravity value computed on the
 JX1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1178.degrees latitude (g = 980.6199 gals.).
 JX1178
 JX1178.The modeled gravity was interpolated from observed gravity values.
 JX1178
 JX1178;                    North         East    Units  Estimated Accuracy
 JX1178;SPC OH S     -   145,800.      644,800.      MT  (+/- 180 meters Scaled)
 JX1178
 JX1178                          SUPERSEDED SURVEY CONTROL
 JX1178
 JX1178  NGVD 29 (??/??/92)  192.355  (m)          631.08   (f) ADJ UNCH    1 2
 JX1178
 JX1178.Superseded values are not recommended for survey control.
 JX1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1178.See file dsdata.txt to determine how the superseded data were derived.
 JX1178
 JX1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD154518(NAD 83)
 JX1178_MARKER: DB = BENCH MARK DISK
 JX1178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1178_SP_SET: SIGNAL BASE
 JX1178_STAMPING: A 112 1943
 JX1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1178
 JX1178  HISTORY     - Date     Condition        Report By
 JX1178  HISTORY     - 1943     MONUMENTED       CGS
 JX1178  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JX1178
 JX1178                          STATION DESCRIPTION
 JX1178
 JX1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX1178'7.7 MI E FROM ATHENS.
 JX1178'7.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1178'STATION AT ATHENS, ATHENS COUNTY, 0.8 MILE SOUTHEAST OF THE SITE
 JX1178'OF THE FORMER STATION AT CANAANVILLE, 225 FEET SOUTHWEST OF
 JX1178'U.S. HIGHWAY 50, 65.4 FEET NORTHWEST OF A PRIVATE-ROAD CROSSING,
 JX1178'55 FEET WEST OF A POWER POLE, IN THE SOUTH CORNER OF THE CONCRETE
 JX1178'BASE OF SIGNAL 1661, 8.2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 JX1178'AND ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK STAMPED A 112
 JX1178'1943.
 JX1178
 JX1178                          STATION RECOVERY (1988)
 JX1178
 JX1178'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0170 ***********************************************************************
 JY0170  DESIGNATION -  A 113
 JY0170  PID         -  JY0170
 JY0170  STATE/COUNTY-  OH/VINTON
 JY0170  USGS QUAD   -  MC ARTHUR (1995)
 JY0170
 JY0170                         *CURRENT SURVEY CONTROL
 JY0170  ___________________________________________________________________
 JY0170* NAD 83(1986)-  39 11 55.     (N)    082 29 23.     (W)     SCALED    
 JY0170* NAVD 88     -       227.310  (meters)     745.77   (feet)  ADJUSTED  
 JY0170  ___________________________________________________________________
 JY0170  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY0170  DYNAMIC HT  -         227.169 (meters)     745.30  (feet)  COMP
 JY0170  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 JY0170
 JY0170  VERT ORDER  -  FIRST     CLASS II
 JY0170
 JY0170.The horizontal coordinates were scaled from a topographic map and have
 JY0170.an estimated accuracy of +/- 6 seconds.
 JY0170
 JY0170.The orthometric height was determined by differential leveling
 JY0170.and adjusted by the National Geodetic Survey in June 1991..
 JY0170
 JY0170.The geoid height was determined by GEOID03.
 JY0170
 JY0170.The dynamic height is computed by dividing the NAVD 88
 JY0170.geopotential number by the normal gravity value computed on the
 JY0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0170.degrees latitude (g = 980.6199 gals.).
 JY0170
 JY0170.The modeled gravity was interpolated from observed gravity values.
 JY0170
 JY0170;                    North         East    Units  Estimated Accuracy
 JY0170;SPC OH S     -   133,060.      600,890.      MT  (+/- 180 meters Scaled)
 JY0170
 JY0170                          SUPERSEDED SURVEY CONTROL
 JY0170
 JY0170  NGVD 29 (??/??/92)  227.478  (m)          746.32   (f) ADJ UNCH    1 2
 JY0170
 JY0170.Superseded values are not recommended for survey control.
 JY0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0170.See file dsdata.txt to determine how the superseded data were derived.
 JY0170
 JY0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD713398(NAD 83)
 JY0170_MARKER: DB = BENCH MARK DISK
 JY0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0170_SP_SET: SIGNAL CONCRETE BASE
 JY0170_STAMPING: A 113 1943
 JY0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0170
 JY0170  HISTORY     - Date     Condition        Report By
 JY0170  HISTORY     - 1943     MONUMENTED       CGS
 JY0170
 JY0170                          STATION DESCRIPTION
 JY0170
 JY0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JY0170'1 MI SW FROM DUNDAS.
 JY0170'1.0 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY0170'THE STATION AT DUNDAS, VINTON COUNTY, 9 RAILS EAST OF MILEPOST
 JY0170'C 131, AT SIGNAL 1310, IN THE TOP OF THE NORTHWEST CORNER OF
 JY0170'THE CONCRETE BASE, 9.2 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 JY0170'1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 113
 JY0170'1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1367 ***********************************************************************
 KY1367  DESIGNATION -  A 114
 KY1367  PID         -  KY1367
 KY1367  STATE/COUNTY-  OH/BELMONT
 KY1367  USGS QUAD   -  FLUSHING (1994)
 KY1367
 KY1367                         *CURRENT SURVEY CONTROL
 KY1367  ___________________________________________________________________
 KY1367* NAD 83(1986)-  40 08 20.     (N)    081 05 12.     (W)     SCALED    
 KY1367* NAVD 88     -       319.526  (meters)    1048.31   (feet)  ADJUSTED  
 KY1367  ___________________________________________________________________
 KY1367  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY1367  DYNAMIC HT  -         319.350 (meters)    1047.73  (feet)  COMP
 KY1367  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 KY1367
 KY1367  VERT ORDER  -  FIRST     CLASS II
 KY1367
 KY1367.The horizontal coordinates were scaled from a topographic map and have
 KY1367.an estimated accuracy of +/- 6 seconds.
 KY1367
 KY1367.The orthometric height was determined by differential leveling
 KY1367.and adjusted by the National Geodetic Survey in June 1991..
 KY1367
 KY1367.The geoid height was determined by GEOID03.
 KY1367
 KY1367.The dynamic height is computed by dividing the NAVD 88
 KY1367.geopotential number by the normal gravity value computed on the
 KY1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1367.degrees latitude (g = 980.6199 gals.).
 KY1367
 KY1367.The modeled gravity was interpolated from observed gravity values.
 KY1367
 KY1367;                    North         East    Units  Estimated Accuracy
 KY1367;SPC OH S     -   238,400.      720,440.      MT  (+/- 180 meters Scaled)
 KY1367
 KY1367                          SUPERSEDED SURVEY CONTROL
 KY1367
 KY1367  NGVD 29 (??/??/92)  319.706  (m)         1048.90   (f) ADJ UNCH    1 2
 KY1367
 KY1367.Superseded values are not recommended for survey control.
 KY1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1367.See file dsdata.txt to determine how the superseded data were derived.
 KY1367
 KY1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME926431(NAD 83)
 KY1367_MARKER: DB = BENCH MARK DISK
 KY1367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1367_SP_SET: ABUTMENT
 KY1367_STAMPING: A 114 1943
 KY1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1367
 KY1367  HISTORY     - Date     Condition        Report By
 KY1367  HISTORY     - 1943     MONUMENTED       CGS
 KY1367
 KY1367                          STATION DESCRIPTION
 KY1367
 KY1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1367'0.9 MI W FROM FLUSHING.
 KY1367'0.9 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1367'STATION AT FLUSHING, BELMONT COUNTY, 0.2 MILE WEST OF THE CROSSING
 KY1367'OF STATE HIGHWAY 331, 60 FEET WEST OF THE FIFTH POLE WEST OF
 KY1367'MILEPOST B 32, AT A BRIDGE, IN THE TOP OF THE SOUTH END OF THE
 KY1367'WEST ABUTMENT, 20 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK,
 KY1367'AND ABOUT 10 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 KY1367'STAMPED A 114 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0736 ***********************************************************************
 KY0736  DESIGNATION -  A 115
 KY0736  PID         -  KY0736
 KY0736  STATE/COUNTY-  OH/BELMONT
 KY0736  USGS QUAD   -  ST CLAIRSVILLE (1985)
 KY0736
 KY0736                         *CURRENT SURVEY CONTROL
 KY0736  ___________________________________________________________________
 KY0736* NAD 83(1995)-  40 07 14.47829(N)    080 53 12.29145(W)     ADJUSTED  
 KY0736* NAVD 88     -       260.276  (meters)     853.92   (feet)  ADJUSTED  
 KY0736  ___________________________________________________________________
 KY0736  X           -     773,599.986 (meters)                     COMP
 KY0736  Y           -  -4,822,603.131 (meters)                     COMP
 KY0736  Z           -   4,088,387.968 (meters)                     COMP
 KY0736  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 KY0736  ELLIP HEIGHT-         226.44  (meters)          (10/07/05) GPS OBS
 KY0736  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY0736  DYNAMIC HT  -         260.132 (meters)     853.45  (feet)  COMP
 KY0736  MODELED GRAV-     980,067.2   (mgal)                       NAVD 88
 KY0736
 KY0736  HORZ ORDER  -  FIRST
 KY0736  VERT ORDER  -  FIRST     CLASS II
 KY0736  ELLP ORDER  -  FOURTH    CLASS II
 KY0736
 KY0736.The horizontal coordinates were established by GPS observations
 KY0736.and adjusted by the National Geodetic Survey in October 2005..
 KY0736
 KY0736.The orthometric height was determined by differential leveling
 KY0736.and adjusted by the National Geodetic Survey in June 1991..
 KY0736
 KY0736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY0736
 KY0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY0736
 KY0736.The ellipsoidal height was determined by GPS observations
 KY0736.and is referenced to NAD 83.
 KY0736
 KY0736.The geoid height was determined by GEOID03.
 KY0736
 KY0736.The dynamic height is computed by dividing the NAVD 88
 KY0736.geopotential number by the normal gravity value computed on the
 KY0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0736.degrees latitude (g = 980.6199 gals.).
 KY0736
 KY0736.The modeled gravity was interpolated from observed gravity values.
 KY0736
 KY0736;                    North         East     Units Scale Factor Converg.
 KY0736;SPC OH S     -   236,662.161   737,514.224   MT  1.00001845   +1 01 25.1
 KY0736;UTM  17      - 4,441,158.738   509,650.149   MT  0.99960115   +0 04 22.7
 KY0736
 KY0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY0736!SPC OH S     -   0.99996448  x   1.00001845  =   0.99998293
 KY0736!UTM  17      -   0.99996448  x   0.99960115  =   0.99956564
 KY0736
 KY0736                          SUPERSEDED SURVEY CONTROL
 KY0736
 KY0736  NAD 83(1995)-  40 07 14.47112(N)    080 53 12.29225(W) AD(       ) 1
 KY0736  NAD 83(1986)-  40 07 14.48214(N)    080 53 12.29719(W) AD(       ) 1
 KY0736  NAVD 88 (03/12/97)  260.28   (m)          853.9    (f) LEVELING    3  
 KY0736  NGVD 29 (??/??/92)  260.449  (m)          854.49   (f) ADJ UNCH    1 2
 KY0736
 KY0736.Superseded values are not recommended for survey control.
 KY0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0736.See file dsdata.txt to determine how the superseded data were derived.
 KY0736
 KY0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0965041159(NAD 83)
 KY0736_MARKER: DB = BENCH MARK DISK
 KY0736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0736_SP_SET: BRIDGE SEAT
 KY0736_STAMPING: A 115 1943
 KY0736_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY0736+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 KY0736
 KY0736  HISTORY     - Date     Condition        Report By
 KY0736  HISTORY     - 1943     MONUMENTED       CGS
 KY0736  HISTORY     - 19960606 GOOD             GEOONE
 KY0736
 KY0736                          STATION DESCRIPTION
 KY0736
 KY0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY0736'AT MAYNARD.
 KY0736'0.6 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY0736'STATION AT MAYNARD, BELMONT COUNTY, AT POLE 17+30, AT BRIDGE 124,
 KY0736'AT THE SOUTH CONCRETE ABUTMENT, IN THE TOP OF THE WEST END OF
 KY0736'THE BRIDGE SEAT, 11.5 FEET WEST OF THE CENTERLINE OF THE TRACK,
 KY0736'AND ABOUT 4-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 KY0736'STAMPED A 115 1943.
 KY0736
 KY0736                          STATION RECOVERY (1996)
 KY0736
 KY0736'RECOVERY NOTE BY GEOONE INCORPORATED 1996
 KY0736'RECOVERED AS DESCRIED.  ID ON TOP OF BM SLIGHTLY DAMAGED HARD TO READ
 KY0736'ID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1371 ***********************************************************************
 KY1371  DESIGNATION -  A 116
 KY1371  PID         -  KY1371
 KY1371  STATE/COUNTY-  OH/BELMONT
 KY1371  USGS QUAD   -  FLUSHING (1994)
 KY1371
 KY1371                         *CURRENT SURVEY CONTROL
 KY1371  ___________________________________________________________________
 KY1371* NAD 83(1986)-  40 08 04.     (N)    081 04 19.     (W)     SCALED    
 KY1371* NAVD 88     -       390.248  (meters)    1280.34   (feet)  ADJUSTED  
 KY1371  ___________________________________________________________________
 KY1371  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY1371  DYNAMIC HT  -         390.033 (meters)    1279.63  (feet)  COMP
 KY1371  MODELED GRAV-     980,062.6   (mgal)                       NAVD 88
 KY1371
 KY1371  VERT ORDER  -  FIRST     CLASS II
 KY1371
 KY1371.The horizontal coordinates were scaled from a topographic map and have
 KY1371.an estimated accuracy of +/- 6 seconds.
 KY1371
 KY1371.The orthometric height was determined by differential leveling
 KY1371.and adjusted by the National Geodetic Survey in June 1991..
 KY1371
 KY1371.The geoid height was determined by GEOID03.
 KY1371
 KY1371.The dynamic height is computed by dividing the NAVD 88
 KY1371.geopotential number by the normal gravity value computed on the
 KY1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1371.degrees latitude (g = 980.6199 gals.).
 KY1371
 KY1371.The modeled gravity was interpolated from observed gravity values.
 KY1371
 KY1371;                    North         East    Units  Estimated Accuracy
 KY1371;SPC OH S     -   237,920.      721,710.      MT  (+/- 180 meters Scaled)
 KY1371
 KY1371                          SUPERSEDED SURVEY CONTROL
 KY1371
 KY1371  NGVD 29 (??/??/92)  390.428  (m)         1280.93   (f) ADJ UNCH    1 2
 KY1371
 KY1371.Superseded values are not recommended for survey control.
 KY1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1371.See file dsdata.txt to determine how the superseded data were derived.
 KY1371
 KY1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME938426(NAD 83)
 KY1371_MARKER: DB = BENCH MARK DISK
 KY1371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1371_SP_SET: CULVERT
 KY1371_STAMPING: A 116 1943
 KY1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1371
 KY1371  HISTORY     - Date     Condition        Report By
 KY1371  HISTORY     - 1943     MONUMENTED       CGS
 KY1371
 KY1371                          STATION DESCRIPTION
 KY1371
 KY1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1371'1 MI SW FROM FLUSHING.
 KY1371'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 149 FROM THE HIGH SCHOOL
 KY1371'AT FLUSHING, BELMONT COUNTY, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 KY1371'SOUTHEAST, 15 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 13.3
 KY1371'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE
 KY1371'CULVERT UNDER THE GRAVEL ROAD, IN THE TOP OF THE NORTHEAST
 KY1371'HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 KY1371'STAMPED A 116 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0644 ***********************************************************************
 MC0644  DESIGNATION -  A 117
 MC0644  PID         -  MC0644
 MC0644  STATE/COUNTY-  OH/HENRY
 MC0644  USGS QUAD   -  MC CLURE (1971)
 MC0644
 MC0644                         *CURRENT SURVEY CONTROL
 MC0644  ___________________________________________________________________
 MC0644* NAD 83(1995)-  41 17 02.45008(N)    083 55 17.60841(W)     ADJUSTED  
 MC0644* NAVD 88     -       210.732  (meters)     691.38   (feet)  ADJUSTED  
 MC0644  ___________________________________________________________________
 MC0644  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 MC0644  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 MC0644  DYNAMIC HT  -         210.636 (meters)     691.06  (feet)  COMP
 MC0644  MODELED GRAV-     980,168.1   (mgal)                       NAVD 88
 MC0644
 MC0644  HORZ ORDER  -  THIRD
 MC0644  VERT ORDER  -  SECOND    CLASS 0
 MC0644
 MC0644.The horizontal coordinates were established by classical geodetic methods
 MC0644.and adjusted by the National Geodetic Survey in April 1998..
 MC0644
 MC0644.The orthometric height was determined by differential leveling
 MC0644.and adjusted by the National Geodetic Survey in June 1991..
 MC0644
 MC0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0644
 MC0644.The geoid height was determined by GEOID03.
 MC0644
 MC0644.The dynamic height is computed by dividing the NAVD 88
 MC0644.geopotential number by the normal gravity value computed on the
 MC0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0644.degrees latitude (g = 980.6199 gals.).
 MC0644
 MC0644.The modeled gravity was interpolated from observed gravity values.
 MC0644
 MC0644;                    North         East     Units Scale Factor Converg.
 MC0644;SPC OH N     -   180,571.327   480,923.515   MT  0.99994625   -0 56 02.0
 MC0644;UTM  17      - 4,574,403.643   255,336.347   MT  1.00033676   -1 55 42.9
 MC0644;UTM  16      - 4,574,857.995   757,803.414   MT  1.00041803   +2 01 56.1
 MC0644
 MC0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0644!SPC OH N     -   0.99997251  x   0.99994625  =   0.99991876
 MC0644!UTM  17      -   0.99997251  x   1.00033676  =   1.00030926
 MC0644!UTM  16      -   0.99997251  x   1.00041803  =   1.00039053
 MC0644
 MC0644                          SUPERSEDED SURVEY CONTROL
 MC0644
 MC0644  NAD 83(1995)-  41 17 02.45862(N)    083 55 17.61353(W) AD(       ) 3
 MC0644  NAD 83(1986)-  41 17 02.46089(N)    083 55 17.61909(W) AD(       ) 3
 MC0644  NAD 27      -  41 17 02.27500(N)    083 55 17.82500(W) AD(       ) 3
 MC0644  NGVD 29 (??/??/92)  210.927  (m)          692.02   (f) ADJ UNCH    2 0
 MC0644
 MC0644.Superseded values are not recommended for survey control.
 MC0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0644.See file dsdata.txt to determine how the superseded data were derived.
 MC0644
 MC0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5533674404(NAD 83)
 MC0644_MARKER: DB = BENCH MARK DISK
 MC0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0644_STAMPING: A 117 1947
 MC0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0644+STABILITY: SURFACE MOTION
 MC0644
 MC0644  HISTORY     - Date     Condition        Report By
 MC0644  HISTORY     - 1947     MONUMENTED       CGS
 MC0644  HISTORY     - 1963     GOOD             CGS
 MC0644  HISTORY     - 1963     GOOD             NGS
 MC0644  HISTORY     - 1965     GOOD             USE
 MC0644  HISTORY     - 1980     GOOD             LOCENG
 MC0644
 MC0644                          STATION DESCRIPTION
 MC0644
 MC0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC0644'THE STATION IS LOCATED 1 MILE SOUTH AND 1 MILE EAST OF WESTHOPE AT
 MC0644'THE SOUTHEAST
 MC0644'CORNER OF THE ERNEST CORDES FARM.  IT IS 15.5 M. NW OF
 MC0644'THE POINT OF INTERSECTION OF THE
 MC0644'SECTION ROADS.
 MC0644'
 MC0644'STATION IS 11.3 METERS N OF THE CENTERLINE OF EW SEC. ROAD AND 10.8
 MC0644'METERS W OF THE CENTERLINE OF NS SEC. ROAD.
 MC0644'STATION IS 15.5 METERS (51 FEET) NW OF THE POINT OF INTERSECTION OF
 MC0644'THE CENTERLINES OF EW AND NS SEC. ROADS, S 42 DEG 41 MIN E.
 MC0644'
 MC0644'A STANDARD BENCH MARK DISK STAMPED A117 1947 SET IN THE TOP OF
 MC0644'A 10-INCH DIAMETER
 MC0644'CONCRETE POST.  THE TOP OF THE POST PROTRUDES 2 INCHES
 MC0644'ABOVE THE GROUND SURFACE.
 MC0644
 MC0644                          STATION RECOVERY (1963)
 MC0644
 MC0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC0644'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC0644'EXCEPTION--THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA
 MC0644'TARGET 8 FEET IN DIAMETER.
 MC0644'
 MC0644'ELEVATION OF DISK 692.00 FEET.
 MC0644
 MC0644                          STATION RECOVERY (1963)
 MC0644
 MC0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MC0644'2 MI S FROM WESTHOPE.
 MC0644'1.0 MILE SOUTH AND 1 MILE EAST OF WESTHOPE, HENRY COUNTY, ON THE
 MC0644'CORDES FARM, IN 1947, AT THE SOUTHEAST CORNER OF SECTION 22,
 MC0644'T 4 N, R 8 E, 36 FEET NORTH OF THE CENTERLINE OF OHIO STATE
 MC0644'HIGHWAY 281, 51 FEET NORTHWEST OF THE CENTERLINE OF THE
 MC0644'INTERSECTION OF THE HIGHWAY AND THE NORTH-SOUTH COUNTY ROAD,
 MC0644'35 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH COUNTY ROAD,
 MC0644'4 FEET FROM THE POWER POLE JUST INSIDE THE PROPERTY LINE, ON
 MC0644'THE NORTH SIDE OF HIGHWAY 281, AND 10.5 FEET NORTHEAST OF A
 MC0644'CONCRETE CATCH BASIN, AND SET IN THE TOP OF A CONCRETE POST.
 MC0644'NOTE-- THE MARK IS SURROUNDED BY AN 8 FOOT ROUND CONCRETE CAMERA
 MC0644'TARGET.
 MC0644
 MC0644                          STATION RECOVERY (1965)
 MC0644
 MC0644'RECOVERY NOTE BY US ENGINEERS 1965 (RWK)
 MC0644'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MCCLURE, TRAVEL
 MC0644'S 6 MI. ON HWY 65 TO THE HWY 281, AND E 1 MI. TO THE JCT OF HWY
 MC0644'281 AND TWP ROAD 3.  THE STA. IS LOCATED ON THE NW CORNER.
 MC0644'
 MC0644'THE STA. IS LOCATED IN A 2 M. DIA. CONC. TARGET, 10 M. N OF THE
 MC0644'CENTERLINE OF THE HWY 281, 9 M. W OF THE CENTERLINE OF TWP ROAD 3,
 MC0644'23 M. N OF A POWER POLE, 1 M. NW OF A POWER POLE FOR GUY WIRE,
 MC0644'3 M. NE OF A CATCH BASIN, AND 8 M. W OF A RD. SIGN.
 MC0644'
 MC0644'THE STA. IS APPROX. 1/4 M. LOWER THAN HWY 281.
 MC0644'
 MC0644'STA. IS MARKED BY A STD. C. AND G.S. BENCH MARKER STAMPED BM A-117
 MC0644'1947.
 MC0644
 MC0644                          STATION RECOVERY (1980)
 MC0644
 MC0644'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC0644'A 117 1947 RECOVERED GOOD.
 MC0644'
 MC0644'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI S. AND 1 MI EAST,
 MC0644'MCCLURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0472 ***********************************************************************
 JY0472  DESIGNATION -  A 119
 JY0472  PID         -  JY0472
 JY0472  STATE/COUNTY-  OH/ROSS
 JY0472  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY0472
 JY0472                         *CURRENT SURVEY CONTROL
 JY0472  ___________________________________________________________________
 JY0472* NAD 83(1986)-  39 17 54.     (N)    082 57 13.     (W)     SCALED    
 JY0472* NAVD 88     -       188.692  (meters)     619.07   (feet)  ADJUSTED  
 JY0472  ___________________________________________________________________
 JY0472  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JY0472  DYNAMIC HT  -         188.577 (meters)     618.69  (feet)  COMP
 JY0472  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 JY0472
 JY0472  VERT ORDER  -  FIRST     CLASS I
 JY0472
 JY0472.The horizontal coordinates were scaled from a topographic map and have
 JY0472.an estimated accuracy of +/- 6 seconds.
 JY0472
 JY0472.The orthometric height was determined by differential leveling
 JY0472.and adjusted by the National Geodetic Survey in June 1991..
 JY0472
 JY0472.The geoid height was determined by GEOID03.
 JY0472
 JY0472.The dynamic height is computed by dividing the NAVD 88
 JY0472.geopotential number by the normal gravity value computed on the
 JY0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0472.degrees latitude (g = 980.6199 gals.).
 JY0472
 JY0472.The modeled gravity was interpolated from observed gravity values.
 JY0472
 JY0472;                    North         East    Units  Estimated Accuracy
 JY0472;SPC OH S     -   144,230.      560,870.      MT  (+/- 180 meters Scaled)
 JY0472
 JY0472                          SUPERSEDED SURVEY CONTROL
 JY0472
 JY0472  NGVD 29 (??/??/92)  188.853  (m)          619.60   (f) ADJ UNCH    1 1
 JY0472
 JY0472.Superseded values are not recommended for survey control.
 JY0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0472.See file dsdata.txt to determine how the superseded data were derived.
 JY0472
 JY0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD315517(NAD 83)
 JY0472_MARKER: DB = BENCH MARK DISK
 JY0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0472_SP_SET: OVERPASS HEADWALL
 JY0472_STAMPING: A 119 1943
 JY0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0472
 JY0472  HISTORY     - Date     Condition        Report By
 JY0472  HISTORY     - 1943     MONUMENTED       CGS
 JY0472  HISTORY     - 1967     GOOD             NGS
 JY0472
 JY0472                          STATION DESCRIPTION
 JY0472
 JY0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0472'2.7 MI SE FROM CHILLICOTHE.
 JY0472'ABOUT 2.7 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0472'FROM THE BALTIMORE AND OHIO RAILROAD STATION AT CHILLICOTHE,
 JY0472'SET ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 JY0472'HEADWALL OF AN OVERPASS OVER A PRIVATE ROAD, 10 FEET SOUTHWEST
 JY0472'OF THE SOUTHWEST RAIL AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0754 ***********************************************************************
 MC0754  DESIGNATION -  A 12
 MC0754  PID         -  MC0754
 MC0754  STATE/COUNTY-  OH/LUCAS
 MC0754  USGS QUAD   -  MAUMEE (1994)
 MC0754
 MC0754                         *CURRENT SURVEY CONTROL
 MC0754  ___________________________________________________________________
 MC0754* NAD 83(1986)-  41 36 55.     (N)    083 43 30.     (W)     SCALED    
 MC0754* NAVD 88     -       195.761  (meters)     642.26   (feet)  ADJUSTED  
 MC0754  ___________________________________________________________________
 MC0754  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC0754  DYNAMIC HT  -         195.684 (meters)     642.01  (feet)  COMP
 MC0754  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 MC0754
 MC0754  VERT ORDER  -  SECOND    CLASS 0
 MC0754
 MC0754.The horizontal coordinates were scaled from a topographic map and have
 MC0754.an estimated accuracy of +/- 6 seconds.
 MC0754
 MC0754.The orthometric height was determined by differential leveling
 MC0754.and adjusted by the National Geodetic Survey in June 1991..
 MC0754
 MC0754.The geoid height was determined by GEOID03.
 MC0754
 MC0754.The dynamic height is computed by dividing the NAVD 88
 MC0754.geopotential number by the normal gravity value computed on the
 MC0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0754.degrees latitude (g = 980.6199 gals.).
 MC0754
 MC0754.The modeled gravity was interpolated from observed gravity values.
 MC0754
 MC0754;                    North         East    Units  Estimated Accuracy
 MC0754;SPC OH N     -   217,110.      497,900.      MT  (+/- 180 meters Scaled)
 MC0754
 MC0754                          SUPERSEDED SURVEY CONTROL
 MC0754
 MC0754  NGVD 29 (??/??/92)  195.954  (m)          642.89   (f) ADJ UNCH    2 0
 MC0754
 MC0754.Superseded values are not recommended for survey control.
 MC0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0754.See file dsdata.txt to determine how the superseded data were derived.
 MC0754
 MC0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG729106(NAD 83)
 MC0754_MARKER: Q = CHISELED SQUARE
 MC0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0754_SP_SET: SIGNAL BASE
 MC0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0754
 MC0754  HISTORY     - Date     Condition        Report By
 MC0754  HISTORY     - UNK      MONUMENTED       CGS
 MC0754  HISTORY     - 1955     GOOD             NGS
 MC0754  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 MC0754
 MC0754                          STATION DESCRIPTION
 MC0754
 MC0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MC0754'0.8 MI W FROM HOLLAND.
 MC0754'ABOUT 0.75 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MC0754'HOLLAND, LUCAS, COUNTY.  ABOUT 7 FEET NORTH OF THE N RAIL.  A
 MC0754'CHISELED SQUARE IN THE SW CORNER OF THE CONCRETE BASE OF SIGNAL
 MC0754'A 12.  NOTE-- PREVIOUSLY DESIGNATED A 12 CH SQ.
 MC0754
 MC0754                          STATION RECOVERY (1980)
 MC0754
 MC0754'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 MC0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1575 ***********************************************************************
 KZ1575  DESIGNATION -  A 12
 KZ1575  PID         -  KZ1575
 KZ1575  STATE/COUNTY-  OH/DELAWARE
 KZ1575  USGS QUAD   -  DELAWARE (1973)
 KZ1575
 KZ1575                         *CURRENT SURVEY CONTROL
 KZ1575  ___________________________________________________________________
 KZ1575* NAD 83(1986)-  40 15 22.     (N)    083 00 50.     (W)     SCALED    
 KZ1575* NAVD 88     -       290.188  (meters)     952.06   (feet)  ADJUSTED  
 KZ1575  ___________________________________________________________________
 KZ1575  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ1575  DYNAMIC HT  -         290.036 (meters)     951.56  (feet)  COMP
 KZ1575  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 KZ1575
 KZ1575  VERT ORDER  -  FIRST     CLASS I
 KZ1575
 KZ1575.The horizontal coordinates were scaled from a topographic map and have
 KZ1575.an estimated accuracy of +/- 6 seconds.
 KZ1575
 KZ1575.The orthometric height was determined by differential leveling
 KZ1575.and adjusted by the National Geodetic Survey in June 1991..
 KZ1575
 KZ1575.The geoid height was determined by GEOID03.
 KZ1575
 KZ1575.The dynamic height is computed by dividing the NAVD 88
 KZ1575.geopotential number by the normal gravity value computed on the
 KZ1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1575.degrees latitude (g = 980.6199 gals.).
 KZ1575
 KZ1575.The modeled gravity was interpolated from observed gravity values.
 KZ1575
 KZ1575;                    North         East    Units  Estimated Accuracy
 KZ1575;SPC OH N     -    65,590.      556,280.      MT  (+/- 180 meters Scaled)
 KZ1575
 KZ1575                          SUPERSEDED SURVEY CONTROL
 KZ1575
 KZ1575  NGVD 29 (??/??/92)  290.346  (m)          952.58   (f) ADJ UNCH    1 1
 KZ1575
 KZ1575.Superseded values are not recommended for survey control.
 KZ1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1575.See file dsdata.txt to determine how the superseded data were derived.
 KZ1575
 KZ1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE287581(NAD 83)
 KZ1575_MARKER: DB = BENCH MARK DISK
 KZ1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1575_STAMPING: A 12 1934
 KZ1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1575+STABILITY: SURFACE MOTION
 KZ1575
 KZ1575  HISTORY     - Date     Condition        Report By
 KZ1575  HISTORY     - 1934     MONUMENTED       CGS
 KZ1575  HISTORY     - 1967     GOOD             NGS
 KZ1575  HISTORY     - 20041205 MARK NOT FOUND   USPSQD
 KZ1575
 KZ1575                          STATION DESCRIPTION
 KZ1575
 KZ1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1575'4.7 MI SE FROM DELAWARE.
 KZ1575'ABOUT 2.6 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE CITY HALL
 KZ1575'AT DELAWARE, THENCE 2.1 MILES SOUTH ALONG THE NEW YORK CENTRAL
 KZ1575'RAILROAD, ABOUT 0.3 MILE SOUTH OF MILEPOST 118, 49 FEET SOUTHWEST
 KZ1575'OF THE CENTER OF THE CROSSING OF COUNTY ROAD NO. 91, 43.7 FEET
 KZ1575'WEST OF THE WEST RAIL, 20 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 KZ1575'ROAD, 7 1/2 FEET EAST OF A TELEPHONE CABLE LINE POLE, 1.1 FEET
 KZ1575'NORTH OF A METAL WITNESS POST, 7 FEET BELOW THE LEVEL OF THE TRACK,
 KZ1575'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 KZ1575'LEVEL OF THE GROUND.
 KZ1575
 KZ1575                          STATION RECOVERY (2004)
 KZ1575
 KZ1575'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLP)
 KZ1575'MAY BE BURRIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6215 ***********************************************************************
 DH6215  DESIGNATION -  A 12 B
 DH6215  PID         -  DH6215
 DH6215  STATE/COUNTY-  OH/ATHENS
 DH6215  USGS QUAD   -  SHADE (1992)
 DH6215
 DH6215                         *CURRENT SURVEY CONTROL
 DH6215  ___________________________________________________________________
 DH6215* NAD 83(1995)-  39 11 32.05746(N)    082 01 03.11225(W)     ADJUSTED  
 DH6215* NAVD 88     -       242.7    (meters)     796.     (feet)  GPS OBS   
 DH6215  ___________________________________________________________________
 DH6215  X           -     687,411.184 (meters)                     COMP
 DH6215  Y           -  -4,902,067.538 (meters)                     COMP
 DH6215  Z           -   4,009,011.891 (meters)                     COMP
 DH6215  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 DH6215  ELLIP HEIGHT-         208.51  (meters)          (11/14/05) GPS OBS
 DH6215  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 DH6215
 DH6215  HORZ ORDER  -  FIRST
 DH6215  ELLP ORDER  -  FOURTH    CLASS II
 DH6215
 DH6215.The horizontal coordinates were established by GPS observations
 DH6215.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6215
 DH6215.The orthometric height was determined by GPS observations and a
 DH6215.high-resolution geoid model.
 DH6215
 DH6215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6215
 DH6215.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6215
 DH6215.The ellipsoidal height was determined by GPS observations
 DH6215.and is referenced to NAD 83.
 DH6215
 DH6215.The geoid height was determined by GEOID03.
 DH6215
 DH6215;                    North         East     Units Scale Factor Converg.
 DH6215;SPC OH S     -   132,465.375   641,678.572   MT  0.99994150   +0 18 22.1
 DH6215;UTM  17      - 4,338,602.914   412,128.169   MT  0.99969507   -0 38 35.0
 DH6215
 DH6215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6215!SPC OH S     -   0.99996729  x   0.99994150  =   0.99990879
 DH6215!UTM  17      -   0.99996729  x   0.99969507  =   0.99966237
 DH6215
 DH6215                          SUPERSEDED SURVEY CONTROL
 DH6215
 DH6215.No superseded survey control is available for this station.
 DH6215
 DH6215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1212838603(NAD 83)
 DH6215_MARKER: DD = SURVEY DISK
 DH6215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6215_STAMPING: A 12 B
 DH6215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6215+STABILITY: SURFACE MOTION
 DH6215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6215+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 DH6215
 DH6215  HISTORY     - Date     Condition        Report By
 DH6215  HISTORY     - UNK      MONUMENTED       LOCSUR
 DH6215  HISTORY     - 20041111 GOOD             LOCSUR
 DH6215
 DH6215                          STATION DESCRIPTION
 DH6215
 DH6215'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (DN)
 DH6215'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN ATHENS
 DH6215'COUNTY, LODI TOWNSHIP ALONG U.S. 33. TO REACH THE MARK FROM THE THE
 DH6215'TOWN OF SHADE PRECEED SOUTH EAST ALONG U.S. 33 FOR  APPROXIMATELY 4.34
 DH6215'KM (2.7 MI) TO THE INTERSECTION OF U.S. 33 AND COUNTY ROAD 45 (KING
 DH6215'RD),  AND THE MARK ON THE LEFT. THE MARK IS LOCATED 17.4M (57 FT)
 DH6215'NORTH EAST OF CENTERLINE U.S. 33 ,11.6M (38 FT) NORTH WEST  OF
 DH6215'CENTERLINE COUNTY ROAD 45 (KING RD), 7.6 M (25 FT) NORTH OF A STOP
 DH6215'SIGN, AND 7.3 M (24 FT)  SOUTH WEST OF A UTILITY POLE. THE MARK IS A
 DH6215'BRASS TABLET STAMPED A 12 B, SET ATOP A CONCRETE POST FLUSH WITH THE
 DH6215'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1193 ***********************************************************************
 JX1193  DESIGNATION -  A 120
 JX1193  PID         -  JX1193
 JX1193  STATE/COUNTY-  OH/ATHENS
 JX1193  USGS QUAD   -  STEWART (1994)
 JX1193
 JX1193                         *CURRENT SURVEY CONTROL
 JX1193  ___________________________________________________________________
 JX1193* NAD 83(1986)-  39 20 16.     (N)    081 59 07.     (W)     SCALED    
 JX1193* NAVD 88     -       215.865  (meters)     708.22   (feet)  ADJUSTED  
 JX1193  ___________________________________________________________________
 JX1193  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1193  DYNAMIC HT  -         215.734 (meters)     707.79  (feet)  COMP
 JX1193  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 JX1193
 JX1193  VERT ORDER  -  FIRST     CLASS II
 JX1193
 JX1193.The horizontal coordinates were scaled from a topographic map and have
 JX1193.an estimated accuracy of +/- 6 seconds.
 JX1193
 JX1193.The orthometric height was determined by differential leveling
 JX1193.and adjusted by the National Geodetic Survey in June 1991..
 JX1193
 JX1193.The geoid height was determined by GEOID03.
 JX1193
 JX1193.The dynamic height is computed by dividing the NAVD 88
 JX1193.geopotential number by the normal gravity value computed on the
 JX1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1193.degrees latitude (g = 980.6199 gals.).
 JX1193
 JX1193.The modeled gravity was interpolated from observed gravity values.
 JX1193
 JX1193;                    North         East    Units  Estimated Accuracy
 JX1193;SPC OH S     -   148,640.      644,370.      MT  (+/- 180 meters Scaled)
 JX1193
 JX1193                          SUPERSEDED SURVEY CONTROL
 JX1193
 JX1193  NGVD 29 (??/??/92)  216.041  (m)          708.79   (f) ADJ UNCH    1 2
 JX1193
 JX1193.Superseded values are not recommended for survey control.
 JX1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1193.See file dsdata.txt to determine how the superseded data were derived.
 JX1193
 JX1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD150547(NAD 83)
 JX1193_MARKER: DB = BENCH MARK DISK
 JX1193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1193_SP_SET: CULVERT
 JX1193_STAMPING: A 120 1943
 JX1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1193
 JX1193  HISTORY     - Date     Condition        Report By
 JX1193  HISTORY     - 1943     MONUMENTED       CGS
 JX1193  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JX1193
 JX1193                          STATION DESCRIPTION
 JX1193
 JX1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX1193'1.2 MI N FROM CANAANVILLE.
 JX1193'1.15 MILES NORTH ALONG STATE HIGHWAY 690 FROM THE METHODIST
 JX1193'CHURCH AT CANAANVILLE, ATHENS COUNTY, AT A 2- BY 4-FEET CONCRETE
 JX1193'BOX CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH RETAINING
 JX1193'WALL, 0.6 FOOT EAST OF THE WEST END, 12.3 FEET WEST OF THE
 JX1193'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 JX1193'STANDARD DISK, STAMPED A 120 1943.
 JX1193
 JX1193                          STATION RECOVERY (1988)
 JX1193
 JX1193'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1232 ***********************************************************************
 KY1232  DESIGNATION -  A 121
 KY1232  PID         -  KY1232
 KY1232  STATE/COUNTY-  OH/TUSCARAWAS
 KY1232  USGS QUAD   -  DOVER (1994)
 KY1232
 KY1232                         *CURRENT SURVEY CONTROL
 KY1232  ___________________________________________________________________
 KY1232* NAD 83(1986)-  40 30 14.     (N)    081 28 24.     (W)     SCALED    
 KY1232* NAVD 88     -       273.838  (meters)     898.42   (feet)  ADJUSTED  
 KY1232  ___________________________________________________________________
 KY1232  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KY1232  DYNAMIC HT  -         273.705 (meters)     897.98  (feet)  COMP
 KY1232  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 KY1232
 KY1232  VERT ORDER  -  FIRST     CLASS II
 KY1232
 KY1232.The horizontal coordinates were scaled from a topographic map and have
 KY1232.an estimated accuracy of +/- 6 seconds.
 KY1232
 KY1232.The orthometric height was determined by differential leveling
 KY1232.and adjusted by the National Geodetic Survey in June 1991..
 KY1232
 KY1232.The geoid height was determined by GEOID03.
 KY1232
 KY1232.The dynamic height is computed by dividing the NAVD 88
 KY1232.geopotential number by the normal gravity value computed on the
 KY1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1232.degrees latitude (g = 980.6199 gals.).
 KY1232
 KY1232.The modeled gravity was interpolated from observed gravity values.
 KY1232
 KY1232;                    North         East    Units  Estimated Accuracy
 KY1232;SPC OH N     -    93,480.      687,020.      MT  (+/- 180 meters Scaled)
 KY1232
 KY1232                          SUPERSEDED SURVEY CONTROL
 KY1232
 KY1232  NGVD 29 (??/??/92)  274.045  (m)          899.10   (f) ADJ UNCH    1 2
 KY1232
 KY1232.Superseded values are not recommended for survey control.
 KY1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1232.See file dsdata.txt to determine how the superseded data were derived.
 KY1232
 KY1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME598837(NAD 83)
 KY1232_MARKER: DB = BENCH MARK DISK
 KY1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1232_STAMPING: A 121 1943
 KY1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1232+STABILITY: SURFACE MOTION
 KY1232
 KY1232  HISTORY     - Date     Condition        Report By
 KY1232  HISTORY     - 1943     MONUMENTED       CGS
 KY1232  HISTORY     - 1959     GOOD             NGS
 KY1232
 KY1232                          STATION DESCRIPTION
 KY1232
 KY1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1232'2 MI NW FROM NEW PHILADELPHIA.
 KY1232'1.0 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1232'PASSENGER STATION AT DOVER, TUSCARAWAS COUNTY, 0.1 MILE NROTH OF
 KY1232'A DIRT-ROAD CROSSING, ABOUT 73 YARDS SOUTH OF A CONCRETE TELEPHONE
 KY1232'BOOTH, 34.7 FEET EAST OF THE CENTERLINE OF THE EAST TRACK, 22.4
 KY1232'FEET EAST OF MILEPOST B 72, 2.2 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 KY1232'AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KY1232'DISK, STAMPED A 121 1943 AND SET IN THE TOP OF A CONCRETE POST
 KY1232'PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0302 ***********************************************************************
 MD0302  DESIGNATION -  A 122
 MD0302  PID         -  MD0302
 MD0302  STATE/COUNTY-  OH/DEFIANCE
 MD0302  USGS QUAD   -  HICKSVILLE (1979)
 MD0302
 MD0302                         *CURRENT SURVEY CONTROL
 MD0302  ___________________________________________________________________
 MD0302* NAD 83(1986)-  41 16 52.     (N)    084 45 52.     (W)     SCALED    
 MD0302* NAVD 88     -       229.282  (meters)     752.24   (feet)  ADJUSTED  
 MD0302  ___________________________________________________________________
 MD0302  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MD0302  DYNAMIC HT  -         229.191 (meters)     751.94  (feet)  COMP
 MD0302  MODELED GRAV-     980,218.2   (mgal)                       NAVD 88
 MD0302
 MD0302  VERT ORDER  -  SECOND    CLASS 0
 MD0302
 MD0302.The horizontal coordinates were scaled from a topographic map and have
 MD0302.an estimated accuracy of +/- 6 seconds.
 MD0302
 MD0302.The orthometric height was determined by differential leveling
 MD0302.and adjusted by the National Geodetic Survey in June 1991..
 MD0302
 MD0302.The geoid height was determined by GEOID03.
 MD0302
 MD0302.The dynamic height is computed by dividing the NAVD 88
 MD0302.geopotential number by the normal gravity value computed on the
 MD0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0302.degrees latitude (g = 980.6199 gals.).
 MD0302
 MD0302.The modeled gravity was interpolated from observed gravity values.
 MD0302
 MD0302;                    North         East    Units  Estimated Accuracy
 MD0302;SPC OH N     -   181,740.      410,320.      MT  (+/- 180 meters Scaled)
 MD0302
 MD0302                          SUPERSEDED SURVEY CONTROL
 MD0302
 MD0302  NGVD 29 (??/??/92)  229.429  (m)          752.72   (f) ADJ UNCH    2 0
 MD0302
 MD0302.Superseded values are not recommended for survey control.
 MD0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0302.See file dsdata.txt to determine how the superseded data were derived.
 MD0302
 MD0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL872723(NAD 83)
 MD0302_MARKER: DB = BENCH MARK DISK
 MD0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0302_STAMPING: A 122 1946
 MD0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0302+STABILITY: SURFACE MOTION
 MD0302
 MD0302  HISTORY     - Date     Condition        Report By
 MD0302  HISTORY     - 1946     MONUMENTED       CGS
 MD0302
 MD0302                          STATION DESCRIPTION
 MD0302
 MD0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0302'1 MI S FROM HICKSVILLE.
 MD0302'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE POST
 MD0302'OFFICE AT HICKSVILLE, 4 FEET EAST OF THE HICKSVILLE CITY LIMITS
 MD0302'SIGN, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 98 FEET
 MD0302'NORTHWEST OF THE PORCH CORNER OF A TWO STORY FRAME HOUSE WITH
 MD0302'A 2 CAR GARAGE AT THE NORTHEAST CORNER, 10.5 FEET SOUTHEAST
 MD0302'OF POWER POLE NO. 258C2 -3, 25 FEET NORTH OF THE CENTER LINE
 MD0302'OF THE DRIVE LEADING TO THE GARAGE, 6.5 FEET SOUTHEAST OF
 MD0302'POWER POLE NO. 258C2-17, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 MD0302'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0428 ***********************************************************************
 MD0428  DESIGNATION -  A 123
 MD0428  PID         -  MD0428
 MD0428  STATE/COUNTY-  OH/DEFIANCE
 MD0428  USGS QUAD   -  EDGERTON (1977)
 MD0428
 MD0428                         *CURRENT SURVEY CONTROL
 MD0428  ___________________________________________________________________
 MD0428* NAD 83(1986)-  41 23 00.     (N)    084 39 51.     (W)     SCALED    
 MD0428* NAVD 88     -       241.173  (meters)     791.25   (feet)  ADJUSTED  
 MD0428  ___________________________________________________________________
 MD0428  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MD0428  DYNAMIC HT  -         241.077 (meters)     790.93  (feet)  COMP
 MD0428  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 MD0428
 MD0428  VERT ORDER  -  SECOND    CLASS 0
 MD0428
 MD0428.The horizontal coordinates were scaled from a topographic map and have
 MD0428.an estimated accuracy of +/- 6 seconds.
 MD0428
 MD0428.The orthometric height was determined by differential leveling
 MD0428.and adjusted by the National Geodetic Survey in June 1991..
 MD0428
 MD0428.The geoid height was determined by GEOID03.
 MD0428
 MD0428.The dynamic height is computed by dividing the NAVD 88
 MD0428.geopotential number by the normal gravity value computed on the
 MD0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0428.degrees latitude (g = 980.6199 gals.).
 MD0428
 MD0428.The modeled gravity was interpolated from observed gravity values.
 MD0428
 MD0428;                    North         East    Units  Estimated Accuracy
 MD0428;SPC OH N     -   192,880.      419,000.      MT  (+/- 180 meters Scaled)
 MD0428
 MD0428                          SUPERSEDED SURVEY CONTROL
 MD0428
 MD0428  NGVD 29 (??/??/92)  241.318  (m)          791.72   (f) ADJ UNCH    2 0
 MD0428
 MD0428.Superseded values are not recommended for survey control.
 MD0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0428.See file dsdata.txt to determine how the superseded data were derived.
 MD0428
 MD0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL953839(NAD 83)
 MD0428_MARKER: DB = BENCH MARK DISK
 MD0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0428_SP_SET: BRIDGE
 MD0428_STAMPING: A 123 1946
 MD0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0428
 MD0428  HISTORY     - Date     Condition        Report By
 MD0428  HISTORY     - 1946     MONUMENTED       CGS
 MD0428  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MD0428
 MD0428                          STATION DESCRIPTION
 MD0428
 MD0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0428'1.7 MI W FROM FARMER.
 MD0428'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 249 FROM ITS JUNCTION
 MD0428'WITH STATE HIGHWAY 2N AT FARMER, ABOUT 0.25 MILE EAST OF THE
 MD0428'JUNCTION OF STATE HIGHWAY 2S, SET IN THE TOP OF THE CENTER OF
 MD0428'THE NORTH SIDE WALL OF AN 8 FOOT CONCRETE BRIDGE, 12 FEET NORTH
 MD0428'OF THE CENTER LINE OF THE HIGHWAY, 0.2 FOOT SOUTH OF THE CONCRETE
 MD0428'BANISTER, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 MD0428
 MD0428                          STATION RECOVERY (1985)
 MD0428
 MD0428'RECOVERY NOTE BY US POWER SQUADRON 1985
 MD0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0475 ***********************************************************************
 MD0475  DESIGNATION -  A 124
 MD0475  PID         -  MD0475
 MD0475  STATE/COUNTY-  OH/PAULDING
 MD0475  USGS QUAD   -  ANTWERP (1973)
 MD0475
 MD0475                         *CURRENT SURVEY CONTROL
 MD0475  ___________________________________________________________________
 MD0475* NAD 83(1986)-  41 11 11.     (N)    084 43 23.     (W)     SCALED    
 MD0475* NAVD 88     -       222.378  (meters)     729.59   (feet)  ADJUSTED  
 MD0475  ___________________________________________________________________
 MD0475  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MD0475  DYNAMIC HT  -         222.287 (meters)     729.29  (feet)  COMP
 MD0475  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 MD0475
 MD0475  VERT ORDER  -  SECOND    CLASS 0
 MD0475
 MD0475.The horizontal coordinates were scaled from a topographic map and have
 MD0475.an estimated accuracy of +/- 6 seconds.
 MD0475
 MD0475.The orthometric height was determined by differential leveling
 MD0475.and adjusted by the National Geodetic Survey in June 1991..
 MD0475
 MD0475.The geoid height was determined by GEOID03.
 MD0475
 MD0475.The dynamic height is computed by dividing the NAVD 88
 MD0475.geopotential number by the normal gravity value computed on the
 MD0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0475.degrees latitude (g = 980.6199 gals.).
 MD0475
 MD0475.The modeled gravity was interpolated from observed gravity values.
 MD0475
 MD0475;                    North         East    Units  Estimated Accuracy
 MD0475;SPC OH N     -   171,140.      413,520.      MT  (+/- 180 meters Scaled)
 MD0475
 MD0475                          SUPERSEDED SURVEY CONTROL
 MD0475
 MD0475  NGVD 29 (??/??/92)  222.525  (m)          730.07   (f) ADJ UNCH    2 0
 MD0475
 MD0475.Superseded values are not recommended for survey control.
 MD0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0475.See file dsdata.txt to determine how the superseded data were derived.
 MD0475
 MD0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL909619(NAD 83)
 MD0475_MARKER: DB = BENCH MARK DISK
 MD0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0475_SP_SET: CULVERT
 MD0475_STAMPING: A 124 1946
 MD0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0475
 MD0475  HISTORY     - Date     Condition        Report By
 MD0475  HISTORY     - 1946     MONUMENTED       CGS
 MD0475
 MD0475                          STATION DESCRIPTION
 MD0475
 MD0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0475'1 MI E FROM ANTWERP.
 MD0475'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE
 MD0475'AT ANTWERP, ABOUT 0.3 MILE NORTHEAST OF A CROSS ROAD, AT THE
 MD0475'APPROXIMATE CENTER OF A LONG CURVE, 0.1 MILE SOUTHWEST OF THE
 MD0475'JUNCTION OF A ROAD LEADING NORTHWEST TO A CEMETERY, SET IN THE
 MD0475'TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A
 MD0475'14 INCH PIPE CULVERT, 24 FEET SOUTHEAST OF THE CENTER LINE OF
 MD0475'THE HIGHWAY, 1.6 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 MD0475'HEAD WALL, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0679 ***********************************************************************
 LA0679  DESIGNATION -  A 125
 LA0679  PID         -  LA0679
 LA0679  STATE/COUNTY-  OH/VAN WERT
 LA0679  USGS QUAD   -  GLENMORE (1980)
 LA0679
 LA0679                         *CURRENT SURVEY CONTROL
 LA0679  ___________________________________________________________________
 LA0679* NAD 83(1986)-  40 51 04.     (N)    084 42 27.     (W)     SCALED    
 LA0679* NAVD 88     -       245.387  (meters)     805.07   (feet)  ADJUSTED  
 LA0679  ___________________________________________________________________
 LA0679  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0679  DYNAMIC HT  -         245.279 (meters)     804.72  (feet)  COMP
 LA0679  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 LA0679
 LA0679  VERT ORDER  -  SECOND    CLASS 0
 LA0679
 LA0679.The horizontal coordinates were scaled from a topographic map and have
 LA0679.an estimated accuracy of +/- 6 seconds.
 LA0679
 LA0679.The orthometric height was determined by differential leveling
 LA0679.and adjusted by the National Geodetic Survey in June 1991..
 LA0679
 LA0679.The geoid height was determined by GEOID03.
 LA0679
 LA0679.The dynamic height is computed by dividing the NAVD 88
 LA0679.geopotential number by the normal gravity value computed on the
 LA0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0679.degrees latitude (g = 980.6199 gals.).
 LA0679
 LA0679.The modeled gravity was interpolated from observed gravity values.
 LA0679
 LA0679;                    North         East    Units  Estimated Accuracy
 LA0679;SPC OH N     -   133,880.      413,880.      MT  (+/- 180 meters Scaled)
 LA0679
 LA0679                          SUPERSEDED SURVEY CONTROL
 LA0679
 LA0679  NGVD 29 (??/??/92)  245.545  (m)          805.59   (f) ADJ UNCH    2 0
 LA0679
 LA0679.Superseded values are not recommended for survey control.
 LA0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0679.See file dsdata.txt to determine how the superseded data were derived.
 LA0679
 LA0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL932247(NAD 83)
 LA0679_MARKER: DB = BENCH MARK DISK
 LA0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0679_STAMPING: A 125 1947
 LA0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0679+STABILITY: SURFACE MOTION
 LA0679
 LA0679  HISTORY     - Date     Condition        Report By
 LA0679  HISTORY     - 1947     MONUMENTED       CGS
 LA0679
 LA0679                          STATION DESCRIPTION
 LA0679
 LA0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0679'7.2 MI W FROM VAN WERT.
 LA0679'ABOUT 7.25 MILES WEST ALONG U.S. HIGHWAY 224 FROM THE COURT
 LA0679'HOUSE AT VAN WERT, ABOUT 2.15 MILES EAST OF THE CROSSROADS AT
 LA0679'MIDDLEBURY, AT THE JUNCTION OF STATE HIGHWAY 49 LEADING NORTH
 LA0679'AND WEST (THE WEST TANGENT FOLLOWING HIGHWAY 224) AND A BLACK
 LA0679'TOP ROAD SOUTH, 71 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LA0679'31.5 FEET WEST OF THE PROLONGED CENTER LINE OF THE NORTH TANGENT
 LA0679'OF HIGHWAY 49 AND THE BLACK TOP ROAD SOUTH, 20 FEET NORTH OF A
 LA0679'HIGHWAY RIGHT-OF-WAY MARKER, 23 FEET NORTHWEST OF POWER POLE NO.
 LA0679'764/148, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0679'1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0679'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0707 ***********************************************************************
 LA0707  DESIGNATION -  A 126
 LA0707  PID         -  LA0707
 LA0707  STATE/COUNTY-  OH/VAN WERT
 LA0707  USGS QUAD   -  CONVOY (1980)
 LA0707
 LA0707                         *CURRENT SURVEY CONTROL
 LA0707  ___________________________________________________________________
 LA0707* NAD 83(1986)-  40 55 53.     (N)    084 42 25.     (W)     SCALED    
 LA0707* NAVD 88     -       237.114  (meters)     777.93   (feet)  ADJUSTED  
 LA0707  ___________________________________________________________________
 LA0707  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA0707  DYNAMIC HT  -         237.012 (meters)     777.60  (feet)  COMP
 LA0707  MODELED GRAV-     980,188.2   (mgal)                       NAVD 88
 LA0707
 LA0707  VERT ORDER  -  SECOND    CLASS 0
 LA0707
 LA0707.The horizontal coordinates were scaled from a topographic map and have
 LA0707.an estimated accuracy of +/- 6 seconds.
 LA0707
 LA0707.The orthometric height was determined by differential leveling
 LA0707.and adjusted by the National Geodetic Survey in June 1991..
 LA0707
 LA0707.The geoid height was determined by GEOID03.
 LA0707
 LA0707.The dynamic height is computed by dividing the NAVD 88
 LA0707.geopotential number by the normal gravity value computed on the
 LA0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0707.degrees latitude (g = 980.6199 gals.).
 LA0707
 LA0707.The modeled gravity was interpolated from observed gravity values.
 LA0707
 LA0707;                    North         East    Units  Estimated Accuracy
 LA0707;SPC OH N     -   142,790.      414,160.      MT  (+/- 180 meters Scaled)
 LA0707
 LA0707                          SUPERSEDED SURVEY CONTROL
 LA0707
 LA0707  NGVD 29 (??/??/92)  237.272  (m)          778.45   (f) ADJ UNCH    2 0
 LA0707
 LA0707.Superseded values are not recommended for survey control.
 LA0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0707.See file dsdata.txt to determine how the superseded data were derived.
 LA0707
 LA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL930336(NAD 83)
 LA0707_MARKER: DB = BENCH MARK DISK
 LA0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0707_STAMPING: A 126 1947
 LA0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0707+STABILITY: SURFACE MOTION
 LA0707
 LA0707  HISTORY     - Date     Condition        Report By
 LA0707  HISTORY     - 1947     MONUMENTED       CGS
 LA0707
 LA0707                          STATION DESCRIPTION
 LA0707
 LA0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0707'1 MI N FROM CONVOY.
 LA0707'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE
 LA0707'AT CONVOY, AT A BLACK TOP ROAD CROSSING, ABOUT 0.8 MILE SOUTH OF
 LA0707'THE JUNCTION OF U.S. HIGHWAY 30, AT THE NORTHWEST CORNER OF A
 LA0707'CULTIVATED FIELD, 71 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LA0707'17 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 2 FEET
 LA0707'EAST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE
 LA0707'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0578 ***********************************************************************
 LA0578  DESIGNATION -  A 127
 LA0578  PID         -  LA0578
 LA0578  STATE/COUNTY-  OH/MERCER
 LA0578  USGS QUAD   -  ROCKFORD (1960)
 LA0578
 LA0578                         *CURRENT SURVEY CONTROL
 LA0578  ___________________________________________________________________
 LA0578* NAD 83(1986)-  40 39 17.     (N)    084 43 40.     (W)     SCALED    
 LA0578* NAVD 88     -       251.968  (meters)     826.66   (feet)  ADJUSTED  
 LA0578  ___________________________________________________________________
 LA0578  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0578  DYNAMIC HT  -         251.852 (meters)     826.28  (feet)  COMP
 LA0578  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 LA0578
 LA0578  VERT ORDER  -  SECOND    CLASS 0
 LA0578
 LA0578.The horizontal coordinates were scaled from a topographic map and have
 LA0578.an estimated accuracy of +/- 6 seconds.
 LA0578
 LA0578.The orthometric height was determined by differential leveling
 LA0578.and adjusted by the National Geodetic Survey in June 1991..
 LA0578
 LA0578.The geoid height was determined by GEOID03.
 LA0578
 LA0578.The dynamic height is computed by dividing the NAVD 88
 LA0578.geopotential number by the normal gravity value computed on the
 LA0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0578.degrees latitude (g = 980.6199 gals.).
 LA0578
 LA0578.The modeled gravity was interpolated from observed gravity values.
 LA0578
 LA0578;                    North         East    Units  Estimated Accuracy
 LA0578;SPC OH N     -   112,130.      411,620.      MT  (+/- 180 meters Scaled)
 LA0578
 LA0578                          SUPERSEDED SURVEY CONTROL
 LA0578
 LA0578  NGVD 29 (??/??/92)  252.127  (m)          827.19   (f) ADJ UNCH    2 0
 LA0578
 LA0578.Superseded values are not recommended for survey control.
 LA0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0578.See file dsdata.txt to determine how the superseded data were derived.
 LA0578
 LA0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL920029(NAD 83)
 LA0578_MARKER: DB = BENCH MARK DISK
 LA0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0578_STAMPING: A 127 1947
 LA0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0578+STABILITY: SURFACE MOTION
 LA0578
 LA0578  HISTORY     - Date     Condition        Report By
 LA0578  HISTORY     - 1947     MONUMENTED       CGS
 LA0578
 LA0578                          STATION DESCRIPTION
 LA0578
 LA0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0578'4 MI NE FROM CHATTANOOGA.
 LA0578'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 49 FROM THE METHODIST
 LA0578'CHURCH AT CHATTANOOGA, THENCE ABOUT 2.95 MILES EAST ALONG STATE
 LA0578'HIGHWAY 707, ABOUT 0.55 MILE EAST OF A CHURCH AND CEMETERY, AT
 LA0578'A CROSS ROAD, 41 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LA0578'21 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 19 FEET
 LA0578'SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A WHITE WOODEN
 LA0578'WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP
 LA0578'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0564 ***********************************************************************
 LA0564  DESIGNATION -  A 128
 LA0564  PID         -  LA0564
 LA0564  STATE/COUNTY-  OH/MERCER
 LA0564  USGS QUAD   -  CELINA (1982)
 LA0564
 LA0564                         *CURRENT SURVEY CONTROL
 LA0564  ___________________________________________________________________
 LA0564* NAD 83(1986)-  40 32 44.     (N)    084 35 25.     (W)     SCALED    
 LA0564* NAVD 88     -       265.437  (meters)     870.85   (feet)  ADJUSTED  
 LA0564  ___________________________________________________________________
 LA0564  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0564  DYNAMIC HT  -         265.309 (meters)     870.43  (feet)  COMP
 LA0564  MODELED GRAV-     980,139.1   (mgal)                       NAVD 88
 LA0564
 LA0564  VERT ORDER  -  SECOND    CLASS 0
 LA0564
 LA0564.The horizontal coordinates were scaled from a topographic map and have
 LA0564.an estimated accuracy of +/- 6 seconds.
 LA0564
 LA0564.The orthometric height was determined by differential leveling
 LA0564.and adjusted by the National Geodetic Survey in June 1991..
 LA0564
 LA0564.The geoid height was determined by GEOID03.
 LA0564
 LA0564.The dynamic height is computed by dividing the NAVD 88
 LA0564.geopotential number by the normal gravity value computed on the
 LA0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0564.degrees latitude (g = 980.6199 gals.).
 LA0564
 LA0564.The modeled gravity was interpolated from observed gravity values.
 LA0564
 LA0564;                    North         East    Units  Estimated Accuracy
 LA0564;SPC OH N     -    99,720.      422,950.      MT  (+/- 180 meters Scaled)
 LA0564
 LA0564                          SUPERSEDED SURVEY CONTROL
 LA0564
 LA0564  NGVD 29 (??/??/92)  265.591  (m)          871.36   (f) ADJ UNCH    2 0
 LA0564
 LA0564.Superseded values are not recommended for survey control.
 LA0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0564.See file dsdata.txt to determine how the superseded data were derived.
 LA0564
 LA0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK040911(NAD 83)
 LA0564_MARKER: DB = BENCH MARK DISK
 LA0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0564_STAMPING: A 128 1947
 LA0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0564+STABILITY: SURFACE MOTION
 LA0564
 LA0564  HISTORY     - Date     Condition        Report By
 LA0564  HISTORY     - 1947     MONUMENTED       CGS
 LA0564
 LA0564                          STATION DESCRIPTION
 LA0564
 LA0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0564'1 MI W FROM CELINA.
 LA0564'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 29 FROM ITS JUNCTION
 LA0564'WITH U.S. HIGHWAY 127 AT CELINA, AT THE JUNCTION OF A BLACK TOP
 LA0564'ROAD LEADING SOUTH, 29 FEET NORTH OF THE CENTER LINE OF THE
 LA0564'HIGHWAY, 5 FEET EAST OF THE PROLONGED CENTER LINE OF THE ROAD
 LA0564'SOUTH, 13.5 FEET WEST OF A TELEPHONE POLE, 5 FEET EAST OF A
 LA0564'FENCE CORNER, 1.2 FEET SOUTH OF THE FENCE LINE, 2 FEET WEST OF
 LA0564'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND
 LA0564'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1181 ***********************************************************************
 JZ1181  DESIGNATION -  A 129
 JZ1181  PID         -  JZ1181
 JZ1181  STATE/COUNTY-  OH/DARKE
 JZ1181  USGS QUAD   -  NEW MADISON (1984)
 JZ1181
 JZ1181                         *CURRENT SURVEY CONTROL
 JZ1181  ___________________________________________________________________
 JZ1181* NAD 83(1986)-  39 59 22.     (N)    084 40 44.     (W)     SCALED    
 JZ1181* NAVD 88     -       337.891  (meters)    1108.56   (feet)  ADJUSTED  
 JZ1181  ___________________________________________________________________
 JZ1181  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JZ1181  DYNAMIC HT  -         337.700 (meters)    1107.94  (feet)  COMP
 JZ1181  MODELED GRAV-     980,051.5   (mgal)                       NAVD 88
 JZ1181
 JZ1181  VERT ORDER  -  SECOND    CLASS 0
 JZ1181
 JZ1181.The horizontal coordinates were scaled from a topographic map and have
 JZ1181.an estimated accuracy of +/- 6 seconds.
 JZ1181
 JZ1181.The orthometric height was determined by differential leveling
 JZ1181.and adjusted by the National Geodetic Survey in June 1991..
 JZ1181
 JZ1181.The geoid height was determined by GEOID03.
 JZ1181
 JZ1181.The dynamic height is computed by dividing the NAVD 88
 JZ1181.geopotential number by the normal gravity value computed on the
 JZ1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1181.degrees latitude (g = 980.6199 gals.).
 JZ1181
 JZ1181.The modeled gravity was interpolated from observed gravity values.
 JZ1181
 JZ1181;                    North         East    Units  Estimated Accuracy
 JZ1181;SPC OH S     -   223,110.      413,930.      MT  (+/- 180 meters Scaled)
 JZ1181
 JZ1181                          SUPERSEDED SURVEY CONTROL
 JZ1181
 JZ1181  NGVD 29 (??/??/92)  338.035  (m)         1109.04   (f) ADJ UNCH    2 0
 JZ1181
 JZ1181.Superseded values are not recommended for survey control.
 JZ1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1181.See file dsdata.txt to determine how the superseded data were derived.
 JZ1181
 JZ1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK981291(NAD 83)
 JZ1181_MARKER: DB = BENCH MARK DISK
 JZ1181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1181_SP_SET: CULVERT
 JZ1181_STAMPING: A 129 1947
 JZ1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1181
 JZ1181  HISTORY     - Date     Condition        Report By
 JZ1181  HISTORY     - 1947     MONUMENTED       CGS
 JZ1181
 JZ1181                          STATION DESCRIPTION
 JZ1181
 JZ1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1181'0.8 MI W FROM SAVONA.
 JZ1181'0.85 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSING OF THE
 JZ1181'CINCINNATI NORTHERN RAILROAD, ABOUT 0.25 MILE EAST OF SWITCH
 JZ1181'TOWER HEWITT AT THE INTERECTION OF THE PENNSYLVANIA RAILROAD AND
 JZ1181'THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY, AT THE
 JZ1181'INTERSECTION OF STATE HIGHWAY 121, 13 FEET NORTH OF THE CENTER
 JZ1181'LINE OF THE BLACK TOP ROAD, 23 FEET SOUTHEAST OF THE CENTER
 JZ1181'LINE OF THE HIGHWAY, IN THE TOP OF THE EAST END OF A WING
 JZ1181'SHAPED CONCRETE HEAD WALL OF A 12-INCH PIPE CULVERT UNDER THE
 JZ1181'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0013 ***********************************************************************
 MC0013  DESIGNATION -  A 13
 MC0013  PID         -  MC0013
 MC0013  STATE/COUNTY-  OH/LORAIN
 MC0013  USGS QUAD   -  VERMILION EAST (1979)
 MC0013
 MC0013                         *CURRENT SURVEY CONTROL
 MC0013  ___________________________________________________________________
 MC0013* NAD 83(1986)-  41 25 55.     (N)    082 15 47.     (W)     SCALED    
 MC0013* NAVD 88     -       182.986  (meters)     600.35   (feet)  ADJUSTED  
 MC0013  ___________________________________________________________________
 MC0013  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 MC0013  DYNAMIC HT  -         182.913 (meters)     600.11  (feet)  COMP
 MC0013  MODELED GRAV-     980,222.0   (mgal)                       NAVD 88
 MC0013
 MC0013  VERT ORDER  -  SECOND    CLASS 0
 MC0013
 MC0013.The horizontal coordinates were scaled from a topographic map and have
 MC0013.an estimated accuracy of +/- 6 seconds.
 MC0013
 MC0013.The orthometric height was determined by differential leveling
 MC0013.and adjusted by the National Geodetic Survey in June 1991..
 MC0013
 MC0013.The geoid height was determined by GEOID03.
 MC0013
 MC0013.The dynamic height is computed by dividing the NAVD 88
 MC0013.geopotential number by the normal gravity value computed on the
 MC0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0013.degrees latitude (g = 980.6199 gals.).
 MC0013
 MC0013.The modeled gravity was interpolated from observed gravity values.
 MC0013
 MC0013;                    North         East    Units  Estimated Accuracy
 MC0013;SPC OH N     -   196,060.      619,800.      MT  (+/- 180 meters Scaled)
 MC0013
 MC0013                          SUPERSEDED SURVEY CONTROL
 MC0013
 MC0013  NGVD 29 (??/??/92)  183.129  (m)          600.82   (f) ADJ UNCH    2 0
 MC0013
 MC0013.Superseded values are not recommended for survey control.
 MC0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0013.See file dsdata.txt to determine how the superseded data were derived.
 MC0013
 MC0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF944874(NAD 83)
 MC0013_MARKER: DB = BENCH MARK DISK
 MC0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0013_STAMPING: A 13 1934
 MC0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0013+STABILITY: SURFACE MOTION
 MC0013
 MC0013  HISTORY     - Date     Condition        Report By
 MC0013  HISTORY     - 1934     MONUMENTED       CGS
 MC0013  HISTORY     - 1957     MARK NOT FOUND   NGS
 MC0013  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0013  HISTORY     - 19970419 MARK NOT FOUND   USPSQD
 MC0013
 MC0013                          STATION DESCRIPTION
 MC0013
 MC0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MC0013'5.2 MI E FROM VERMILION.
 MC0013'IN LORAIN COUNTY, 5.2 MILES EAST ALONG THE NEW YORK, CHICAGO
 MC0013'AND ST. LOUIS RAILROAD FROM THE STATION AT VERMILION, ERIE
 MC0013'COUNTY, 67 YARDS EAST OF SEMAPHORE 2157, 34.8 FEET NORTH OF THE
 MC0013'NORTH EDGE OF THE CONCRETE PAVEMENT OF STATE HIGHWAY 6, AND
 MC0013'ABOUT 2 FEET ABOVE THE HIGHWAY.  A STANDARD DISK, STAMPED A
 MC0013'13 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MC0013
 MC0013                          STATION RECOVERY (1980)
 MC0013
 MC0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0013'NOT RECOVERED, MARK WAS REPORTED NOT RECOVERED IN 1957.
 MC0013
 MC0013                          STATION RECOVERY (1997)
 MC0013
 MC0013'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0752 ***********************************************************************
 MC0752  DESIGNATION -  A 13 BOLT
 MC0752  PID         -  MC0752
 MC0752  STATE/COUNTY-  OH/LUCAS
 MC0752  USGS QUAD   -  WHITEHOUSE (1980)
 MC0752
 MC0752                         *CURRENT SURVEY CONTROL
 MC0752  ___________________________________________________________________
 MC0752* NAD 83(1986)-  41 36 24.     (N)    083 46 36.     (W)     SCALED    
 MC0752* NAVD 88     -       200.949  (meters)     659.28   (feet)  ADJUSTED  
 MC0752  ___________________________________________________________________
 MC0752  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC0752  DYNAMIC HT  -         200.869 (meters)     659.02  (feet)  COMP
 MC0752  MODELED GRAV-     980,220.3   (mgal)                       NAVD 88
 MC0752
 MC0752  VERT ORDER  -  SECOND    CLASS 0
 MC0752
 MC0752.The horizontal coordinates were scaled from a topographic map and have
 MC0752.an estimated accuracy of +/- 6 seconds.
 MC0752
 MC0752.The orthometric height was determined by differential leveling
 MC0752.and adjusted by the National Geodetic Survey in June 1991..
 MC0752
 MC0752.The geoid height was determined by GEOID03.
 MC0752
 MC0752.The dynamic height is computed by dividing the NAVD 88
 MC0752.geopotential number by the normal gravity value computed on the
 MC0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0752.degrees latitude (g = 980.6199 gals.).
 MC0752
 MC0752.The modeled gravity was interpolated from observed gravity values.
 MC0752
 MC0752;                    North         East    Units  Estimated Accuracy
 MC0752;SPC OH N     -   216,210.      493,580.      MT  (+/- 180 meters Scaled)
 MC0752
 MC0752                          SUPERSEDED SURVEY CONTROL
 MC0752
 MC0752  NGVD 29 (??/??/92)  201.140  (m)          659.91   (f) ADJ UNCH    2 0
 MC0752
 MC0752.Superseded values are not recommended for survey control.
 MC0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0752.See file dsdata.txt to determine how the superseded data were derived.
 MC0752
 MC0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG686098(NAD 83)
 MC0752_MARKER: B = BOLT
 MC0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0752_SP_SET: SIGNAL BASE
 MC0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0752
 MC0752  HISTORY     - Date     Condition        Report By
 MC0752  HISTORY     - UNK      MONUMENTED       CGS
 MC0752  HISTORY     - 1955     GOOD             NGS
 MC0752
 MC0752                          STATION DESCRIPTION
 MC0752
 MC0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MC0752'3.2 MI W FROM HOLLAND.
 MC0752'ABOUT 3.2 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MC0752'THE STATION AT HOLLAND, LUCAS COUNTY.  7 FEET SOUTH OF THE SOUTH
 MC0752'RAIL.  TOP OF THE NW BOLT IN THE CONCRETE BASE OF SIGNAL A 13.
 MC0752'NOTE-- PREVIOUSLY DESIGNATED A 13 CH. SQ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1319 ***********************************************************************
 JZ1319  DESIGNATION -  A 130
 JZ1319  PID         -  JZ1319
 JZ1319  STATE/COUNTY-  OH/PREBLE
 JZ1319  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ1319
 JZ1319                         *CURRENT SURVEY CONTROL
 JZ1319  ___________________________________________________________________
 JZ1319* NAD 83(1986)-  39 44 40.     (N)    084 32 52.     (W)     SCALED    
 JZ1319* NAVD 88     -       281.433  (meters)     923.33   (feet)  ADJUSTED  
 JZ1319  ___________________________________________________________________
 JZ1319  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JZ1319  DYNAMIC HT  -         281.271 (meters)     922.80  (feet)  COMP
 JZ1319  MODELED GRAV-     980,043.6   (mgal)                       NAVD 88
 JZ1319
 JZ1319  VERT ORDER  -  SECOND    CLASS 0
 JZ1319
 JZ1319.The horizontal coordinates were scaled from a topographic map and have
 JZ1319.an estimated accuracy of +/- 6 seconds.
 JZ1319
 JZ1319.The orthometric height was determined by differential leveling
 JZ1319.and adjusted by the National Geodetic Survey in June 1991..
 JZ1319
 JZ1319.The geoid height was determined by GEOID03.
 JZ1319
 JZ1319.The dynamic height is computed by dividing the NAVD 88
 JZ1319.geopotential number by the normal gravity value computed on the
 JZ1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1319.degrees latitude (g = 980.6199 gals.).
 JZ1319
 JZ1319.The modeled gravity was interpolated from observed gravity values.
 JZ1319
 JZ1319;                    North         East    Units  Estimated Accuracy
 JZ1319;SPC OH S     -   195,650.      424,510.      MT  (+/- 180 meters Scaled)
 JZ1319
 JZ1319                          SUPERSEDED SURVEY CONTROL
 JZ1319
 JZ1319  NGVD 29 (??/??/92)  281.598  (m)          923.88   (f) ADJ UNCH    2 0
 JZ1319
 JZ1319.Superseded values are not recommended for survey control.
 JZ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1319.See file dsdata.txt to determine how the superseded data were derived.
 JZ1319
 JZ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK101022(NAD 83)
 JZ1319_MARKER: DB = BENCH MARK DISK
 JZ1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1319_STAMPING: A 130 1947
 JZ1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1319+STABILITY: SURFACE MOTION
 JZ1319
 JZ1319  HISTORY     - Date     Condition        Report By
 JZ1319  HISTORY     - 1947     MONUMENTED       CGS
 JZ1319  HISTORY     - 1960     GOOD             NGS
 JZ1319
 JZ1319                          STATION DESCRIPTION
 JZ1319
 JZ1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JZ1319'0.8 MI W FROM WEST ALEXANDRIA.
 JZ1319'0.85 MILE WEST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ1319'WEST ALEXANDRIA, AT THE JUNCTION OF A ROAD LEADING SOUTH, 28.5
 JZ1319'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH THE
 JZ1319'ROAD SOUTH, 2.3 FEET SOUTH OF THE R/W FENCE LINE, 90 FEET WEST
 JZ1319'OF A POWER POLE WITH TRANSFORMER, 110 FEET EAST OF POWER POLE
 JZ1319'NO. 64725, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1319'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JZ1319'PROJECTING 3 INCHES.  NOTE-- A STEEL WITNESS POST WAS SET 1.4
 JZ1319'FEET NE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0310 ***********************************************************************
 LA0310  DESIGNATION -  A 131
 LA0310  PID         -  LA0310
 LA0310  STATE/COUNTY-  OH/DARKE
 LA0310  USGS QUAD   -  COSMOS (1994)
 LA0310
 LA0310                         *CURRENT SURVEY CONTROL
 LA0310  ___________________________________________________________________
 LA0310* NAD 83(1986)-  40 18 34.     (N)    084 48 13.     (W)     SCALED    
 LA0310* NAVD 88     -       324.536  (meters)    1064.75   (feet)  ADJUSTED  
 LA0310  ___________________________________________________________________
 LA0310  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LA0310  DYNAMIC HT  -         324.372 (meters)    1064.21  (feet)  COMP
 LA0310  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 LA0310
 LA0310  VERT ORDER  -  SECOND    CLASS 0
 LA0310
 LA0310.The horizontal coordinates were scaled from a topographic map and have
 LA0310.an estimated accuracy of +/- 6 seconds.
 LA0310
 LA0310.The orthometric height was determined by differential leveling
 LA0310.and adjusted by the National Geodetic Survey in June 1991..
 LA0310
 LA0310.The geoid height was determined by GEOID03.
 LA0310
 LA0310.The dynamic height is computed by dividing the NAVD 88
 LA0310.geopotential number by the normal gravity value computed on the
 LA0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0310.degrees latitude (g = 980.6199 gals.).
 LA0310
 LA0310.The modeled gravity was interpolated from observed gravity values.
 LA0310
 LA0310;                    North         East    Units  Estimated Accuracy
 LA0310;SPC OH S     -   258,890.      404,190.      MT  (+/- 180 meters Scaled)
 LA0310
 LA0310                          SUPERSEDED SURVEY CONTROL
 LA0310
 LA0310  NGVD 29 (??/??/92)  324.687  (m)         1065.24   (f) ADJ UNCH    2 0
 LA0310
 LA0310.Superseded values are not recommended for survey control.
 LA0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0310.See file dsdata.txt to determine how the superseded data were derived.
 LA0310
 LA0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK866644(NAD 83)
 LA0310_MARKER: DB = BENCH MARK DISK
 LA0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0310_STAMPING: A 131 1947
 LA0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0310+STABILITY: SURFACE MOTION
 LA0310
 LA0310  HISTORY     - Date     Condition        Report By
 LA0310  HISTORY     - 1947     MONUMENTED       CGS
 LA0310
 LA0310                          STATION DESCRIPTION
 LA0310
 LA0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0310'1.6 MI W FROM BUCKS CORNER.
 LA0310'ABOUT 1.55 MILES WEST ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 LA0310'AT BUCKS CORNER, AT THE OHIO-INDIANA STATE LINE AND THE JUNCTION
 LA0310'OF A ROAD LEADING WEST OT SALEM, INDIANA, 173 FEET NORTH OF THE
 LA0310'CENTER LINE OF THE ROAD EAST TO BUCKS CORNER, 168 FEET SOUTH
 LA0310'OF THE PROLONGED CENTER LINE OF THE ROAD WEST, 21 FEET EAST OF
 LA0310'THE CENTER LINE OF THE STATE LINE ROAD, 1 FOOT EAST OF THE FENCE
 LA0310'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0310'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0310'4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE CROSSROADS AT
 LA0310'SALEM, INDIANA, JAY COUNTY BY GOING ABOUT 2.0 MILES EAST ALONG
 LA0310'THE JAY-RANDOLPH COUNTY LINE ROAD TO THE STATE LINE ROAD.
 LA0310'NOTE-- THERE IS NO DRAKE IN OHIO.  SEE POSTAL GUIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1396 ***********************************************************************
 JZ1396  DESIGNATION -  A 132
 JZ1396  PID         -  JZ1396
 JZ1396  STATE/COUNTY-  OH/PREBLE
 JZ1396  USGS QUAD   -  EATON SOUTH (1987)
 JZ1396
 JZ1396                         *CURRENT SURVEY CONTROL
 JZ1396  ___________________________________________________________________
 JZ1396* NAD 83(1986)-  39 40 24.     (N)    084 38 05.     (W)     SCALED    
 JZ1396* NAVD 88     -       296.414  (meters)     972.48   (feet)  ADJUSTED  
 JZ1396  ___________________________________________________________________
 JZ1396  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JZ1396  DYNAMIC HT  -         296.243 (meters)     971.92  (feet)  COMP
 JZ1396  MODELED GRAV-     980,043.8   (mgal)                       NAVD 88
 JZ1396
 JZ1396  VERT ORDER  -  SECOND    CLASS 0
 JZ1396
 JZ1396.The horizontal coordinates were scaled from a topographic map and have
 JZ1396.an estimated accuracy of +/- 6 seconds.
 JZ1396
 JZ1396.The orthometric height was determined by differential leveling
 JZ1396.and adjusted by the National Geodetic Survey in June 1991..
 JZ1396
 JZ1396.The geoid height was determined by GEOID03.
 JZ1396
 JZ1396.The dynamic height is computed by dividing the NAVD 88
 JZ1396.geopotential number by the normal gravity value computed on the
 JZ1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1396.degrees latitude (g = 980.6199 gals.).
 JZ1396
 JZ1396.The modeled gravity was interpolated from observed gravity values.
 JZ1396
 JZ1396;                    North         East    Units  Estimated Accuracy
 JZ1396;SPC OH S     -   187,930.      416,870.      MT  (+/- 180 meters Scaled)
 JZ1396
 JZ1396                          SUPERSEDED SURVEY CONTROL
 JZ1396
 JZ1396  NGVD 29 (??/??/92)  296.576  (m)          973.02   (f) ADJ UNCH    2 0
 JZ1396
 JZ1396.Superseded values are not recommended for survey control.
 JZ1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1396.See file dsdata.txt to determine how the superseded data were derived.
 JZ1396
 JZ1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ028941(NAD 83)
 JZ1396_MARKER: DD = SURVEY DISK
 JZ1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1396_STAMPING: A 133 1947
 JZ1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1396+STABILITY: SURFACE MOTION
 JZ1396
 JZ1396  HISTORY     - Date     Condition        Report By
 JZ1396  HISTORY     - 1947     MONUMENTED       OHGS
 JZ1396  HISTORY     - 1947     GOOD             NGS
 JZ1396
 JZ1396                          STATION DESCRIPTION
 JZ1396
 JZ1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1396'3.4 MI N FROM CAMDEN.
 JZ1396'3.35 MILES NORTH ALONG U.S. HIGHWAY 127 FROM ITS INTERSECTION
 JZ1396'WITH STATE HIGHWAY 725 AT CAMDEN, 38 FEET NORTH OF THE CENTER
 JZ1396'LINE OF AN EAST WEST GRAVEL ROAD, 39 FEET EAST OF THE CENTER LINE
 JZ1396'OF THE HIGHWAY, 21.5 FEET NORTH OF A FENCE CORNER POST, 2.2 FEET
 JZ1396'WEST OF THE FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 JZ1396'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 JZ1396'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1327 ***********************************************************************
 JZ1327  DESIGNATION -  A 132
 JZ1327  PID         -  JZ1327
 JZ1327  STATE/COUNTY-  OH/PREBLE
 JZ1327  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1327
 JZ1327                         *CURRENT SURVEY CONTROL
 JZ1327  ___________________________________________________________________
 JZ1327* NAD 83(1986)-  39 41 06.     (N)    084 46 12.     (W)     SCALED    
 JZ1327* NAVD 88     -       321.114  (meters)    1053.52   (feet)  ADJUSTED  
 JZ1327  ___________________________________________________________________
 JZ1327  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JZ1327  DYNAMIC HT  -         320.925 (meters)    1052.90  (feet)  COMP
 JZ1327  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 JZ1327
 JZ1327  VERT ORDER  -  SECOND    CLASS 0
 JZ1327
 JZ1327.The horizontal coordinates were scaled from a topographic map and have
 JZ1327.an estimated accuracy of +/- 6 seconds.
 JZ1327
 JZ1327.The orthometric height was determined by differential leveling
 JZ1327.and adjusted by the National Geodetic Survey in June 1991..
 JZ1327
 JZ1327.The geoid height was determined by GEOID03.
 JZ1327
 JZ1327.The dynamic height is computed by dividing the NAVD 88
 JZ1327.geopotential number by the normal gravity value computed on the
 JZ1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1327.degrees latitude (g = 980.6199 gals.).
 JZ1327
 JZ1327.The modeled gravity was interpolated from observed gravity values.
 JZ1327
 JZ1327;                    North         East    Units  Estimated Accuracy
 JZ1327;SPC OH S     -   189,510.      405,300.      MT  (+/- 180 meters Scaled)
 JZ1327
 JZ1327                          SUPERSEDED SURVEY CONTROL
 JZ1327
 JZ1327  NGVD 29 (??/??/92)  321.266  (m)         1054.02   (f) ADJ UNCH    2 0
 JZ1327
 JZ1327.Superseded values are not recommended for survey control.
 JZ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1327.See file dsdata.txt to determine how the superseded data were derived.
 JZ1327
 JZ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ912951(NAD 83)
 JZ1327_MARKER: DB = BENCH MARK DISK
 JZ1327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1327_SP_SET: BRIDGE
 JZ1327_STAMPING: A 132 1947
 JZ1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1327
 JZ1327  HISTORY     - Date     Condition        Report By
 JZ1327  HISTORY     - 1947     MONUMENTED       CGS
 JZ1327
 JZ1327                          STATION DESCRIPTION
 JZ1327
 JZ1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1327'3.3 MI N FROM FAIRHAVEN.
 JZ1327'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 177 FROM THE PRESBYTERIAN
 JZ1327'CHURCH AT FAIRHAVEN, THENCE ABOUT 2.45 MILE NORTH AND 0.75 MILE
 JZ1327'WEST AND NORTH ALONG A GRAVEL ROAD, ABOUT 2.05 MILES SOUTH OF THE
 JZ1327'CONCORD CHURCH AND CEMETERY, AT A PAVED CROSS ROAD, 42 FEET
 JZ1327'WEST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF THE CENTER
 JZ1327'LINE OF THE CROSS ROAD, SET IN THE TOP OF THE EAST END OF THE
 JZ1327'NORTH HEAD WALL OF A 7-FOOT STONE AND CONCRETE BRIDGE, AND ABOUT
 JZ1327'1.5 FEET ABOVE THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1437 ***********************************************************************
 JZ1437  DESIGNATION -  A 134
 JZ1437  PID         -  JZ1437
 JZ1437  STATE/COUNTY-  OH/BUTLER
 JZ1437  USGS QUAD   -  OXFORD (1988)
 JZ1437
 JZ1437                         *CURRENT SURVEY CONTROL
 JZ1437  ___________________________________________________________________
 JZ1437* NAD 83(1986)-  39 31 05.     (N)    084 40 12.     (W)     SCALED    
 JZ1437* NAVD 88     -       238.290  (meters)     781.79   (feet)  ADJUSTED  
 JZ1437  ___________________________________________________________________
 JZ1437  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JZ1437  DYNAMIC HT  -         238.158 (meters)     781.36  (feet)  COMP
 JZ1437  MODELED GRAV-     980,065.7   (mgal)                       NAVD 88
 JZ1437
 JZ1437  VERT ORDER  -  SECOND    CLASS 0
 JZ1437
 JZ1437.The horizontal coordinates were scaled from a topographic map and have
 JZ1437.an estimated accuracy of +/- 6 seconds.
 JZ1437
 JZ1437.The orthometric height was determined by differential leveling
 JZ1437.and adjusted by the National Geodetic Survey in June 1991..
 JZ1437
 JZ1437.The geoid height was determined by GEOID03.
 JZ1437
 JZ1437.The dynamic height is computed by dividing the NAVD 88
 JZ1437.geopotential number by the normal gravity value computed on the
 JZ1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1437.degrees latitude (g = 980.6199 gals.).
 JZ1437
 JZ1437.The modeled gravity was interpolated from observed gravity values.
 JZ1437
 JZ1437;                    North         East    Units  Estimated Accuracy
 JZ1437;SPC OH S     -   170,770.      413,430.      MT  (+/- 180 meters Scaled)
 JZ1437
 JZ1437                          SUPERSEDED SURVEY CONTROL
 JZ1437
 JZ1437  NGVD 29 (??/??/92)  238.463  (m)          782.36   (f) ADJ UNCH    2 0
 JZ1437
 JZ1437.Superseded values are not recommended for survey control.
 JZ1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1437.See file dsdata.txt to determine how the superseded data were derived.
 JZ1437
 JZ1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ002768(NAD 83)
 JZ1437_MARKER: DB = BENCH MARK DISK
 JZ1437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1437_SP_SET: CULVERT
 JZ1437_STAMPING: A 134 1947
 JZ1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1437
 JZ1437  HISTORY     - Date     Condition        Report By
 JZ1437  HISTORY     - 1947     MONUMENTED       CGS
 JZ1437  HISTORY     - 20011224 GOOD             BUTCOE
 JZ1437
 JZ1437                          STATION DESCRIPTION
 JZ1437
 JZ1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1437'5.4 MI NE FROM OXFORD.
 JZ1437'4.65 MILES EAST ALONG STATE HIGHWAY 73 FROM THE POST OFFICE AT
 JZ1437'OXFORD, THENCE ABOUT 0.75 MILE NORTHWEST ALONG STATE HIGHWAY 177,
 JZ1437'ABOUT 0.35 MILE SOUTH OF THE INTERSECTION OF HARRIS ROAD, ABOUT
 JZ1437'0.15 MILE NORTHWEST OF THE CROSSING OF A POWER TRANSMISSION LINE,
 JZ1437'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL
 JZ1437'OF 4-FOOT CONCRETE CULVERT NO. BU 177-104, 20 FEET NORTHEAST
 JZ1437'OF AND ABOUT 1.5 FEET ABOVE THE CENTER LINE OF THE HIGHWAY.
 JZ1437
 JZ1437                          STATION RECOVERY (2001)
 JZ1437
 JZ1437'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2001 (WCL)
 JZ1437'MARK FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1440 ***********************************************************************
 JZ1440  DESIGNATION -  A 135
 JZ1440  PID         -  JZ1440
 JZ1440  STATE/COUNTY-  OH/BUTLER
 JZ1440  USGS QUAD   -  WEST ELKTON (1987)
 JZ1440
 JZ1440                         *CURRENT SURVEY CONTROL
 JZ1440  ___________________________________________________________________
 JZ1440* NAD 83(1986)-  39 30 39.     (N)    084 36 49.     (W)     SCALED    
 JZ1440* NAVD 88     -       226.124  (meters)     741.88   (feet)  ADJUSTED  
 JZ1440  ___________________________________________________________________
 JZ1440  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JZ1440  DYNAMIC HT  -         225.998 (meters)     741.46  (feet)  COMP
 JZ1440  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 JZ1440
 JZ1440  VERT ORDER  -  SECOND    CLASS 0
 JZ1440
 JZ1440.The horizontal coordinates were scaled from a topographic map and have
 JZ1440.an estimated accuracy of +/- 6 seconds.
 JZ1440
 JZ1440.The orthometric height was determined by differential leveling
 JZ1440.and adjusted by the National Geodetic Survey in June 1991..
 JZ1440
 JZ1440.The geoid height was determined by GEOID03.
 JZ1440
 JZ1440.The dynamic height is computed by dividing the NAVD 88
 JZ1440.geopotential number by the normal gravity value computed on the
 JZ1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1440.degrees latitude (g = 980.6199 gals.).
 JZ1440
 JZ1440.The modeled gravity was interpolated from observed gravity values.
 JZ1440
 JZ1440;                    North         East    Units  Estimated Accuracy
 JZ1440;SPC OH S     -   169,850.      418,260.      MT  (+/- 180 meters Scaled)
 JZ1440
 JZ1440                          SUPERSEDED SURVEY CONTROL
 JZ1440
 JZ1440  NGVD 29 (??/??/92)  226.299  (m)          742.45   (f) ADJ UNCH    2 0
 JZ1440
 JZ1440.Superseded values are not recommended for survey control.
 JZ1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1440.See file dsdata.txt to determine how the superseded data were derived.
 JZ1440
 JZ1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ051761(NAD 83)
 JZ1440_MARKER: DB = BENCH MARK DISK
 JZ1440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1440_SP_SET: BRIDGE
 JZ1440_STAMPING: A 135 1947
 JZ1440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1440
 JZ1440  HISTORY     - Date     Condition        Report By
 JZ1440  HISTORY     - 1947     MONUMENTED       CGS
 JZ1440  HISTORY     - 20020430 GOOD             BUTCOE
 JZ1440
 JZ1440                          STATION DESCRIPTION
 JZ1440
 JZ1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1440'4.4 MI NW FROM SEVEN MILE.
 JZ1440'3.85 MILES NORTHWEST ALONG U.S. HIGHWAY 127 FROM THE SCHOOL
 JZ1440'AT SEVEN MILE, THENCE ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY
 JZ1440'73, ABOUT 40 YARDS WEST OF THE WEST END OF THE COLLINSVILLE
 JZ1440'CEMETERY, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL
 JZ1440'OF AN 8-FOOT CONCRETE BRIDGE, 21 FEET SOUTH OF AND ABOUT 0.5
 JZ1440'FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
 JZ1440
 JZ1440                          STATION RECOVERY (2002)
 JZ1440
 JZ1440'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ1440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1415 ***********************************************************************
 JZ1415  DESIGNATION -  A 136
 JZ1415  PID         -  JZ1415
 JZ1415  STATE/COUNTY-  OH/PREBLE
 JZ1415  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ1415
 JZ1415                         *CURRENT SURVEY CONTROL
 JZ1415  ___________________________________________________________________
 JZ1415* NAD 83(1986)-  39 37 34.     (N)    084 32 46.     (W)     SCALED    
 JZ1415* NAVD 88     -       296.218  (meters)     971.84   (feet)  ADJUSTED  
 JZ1415  ___________________________________________________________________
 JZ1415  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JZ1415  DYNAMIC HT  -         296.047 (meters)     971.28  (feet)  COMP
 JZ1415  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 JZ1415
 JZ1415  VERT ORDER  -  SECOND    CLASS 0
 JZ1415
 JZ1415.The horizontal coordinates were scaled from a topographic map and have
 JZ1415.an estimated accuracy of +/- 6 seconds.
 JZ1415
 JZ1415.The orthometric height was determined by differential leveling
 JZ1415.and adjusted by the National Geodetic Survey in June 1991..
 JZ1415
 JZ1415.The geoid height was determined by GEOID03.
 JZ1415
 JZ1415.The dynamic height is computed by dividing the NAVD 88
 JZ1415.geopotential number by the normal gravity value computed on the
 JZ1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1415.degrees latitude (g = 980.6199 gals.).
 JZ1415
 JZ1415.The modeled gravity was interpolated from observed gravity values.
 JZ1415
 JZ1415;                    North         East    Units  Estimated Accuracy
 JZ1415;SPC OH S     -   182,510.      424,350.      MT  (+/- 180 meters Scaled)
 JZ1415
 JZ1415                          SUPERSEDED SURVEY CONTROL
 JZ1415
 JZ1415  NGVD 29 (??/??/92)  296.389  (m)          972.40   (f) ADJ UNCH    2 0
 JZ1415
 JZ1415.Superseded values are not recommended for survey control.
 JZ1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1415.See file dsdata.txt to determine how the superseded data were derived.
 JZ1415
 JZ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ106891(NAD 83)
 JZ1415_MARKER: DB = BENCH MARK DISK
 JZ1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1415_STAMPING: A 136 1947
 JZ1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1415+STABILITY: SURFACE MOTION
 JZ1415
 JZ1415  HISTORY     - Date     Condition        Report By
 JZ1415  HISTORY     - 1947     MONUMENTED       CGS
 JZ1415
 JZ1415                          STATION DESCRIPTION
 JZ1415
 JZ1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1415'2 MI S FROM GRATIS.
 JZ1415'2.05 MILES SOUTH ALONG STATE HIGHWAY 503 FROM THE POST OFFICE AT
 JZ1415'GRATIS, AT A CROSS ROAD, 88 FEET WEST OF THE CENTER LINE OF THE
 JZ1415'HIGHWAY, 24 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 63
 JZ1415'FEET WEST OF THE WEST END OF A RIGHT-ANGLE SHAPED HEAD WALL OF A
 JZ1415'PIPE CULVERT, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET WEST OF A
 JZ1415'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD LEADING WEST AND
 JZ1415'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0157 ***********************************************************************
 JZ0157  DESIGNATION -  A 137
 JZ0157  PID         -  JZ0157
 JZ0157  STATE/COUNTY-  OH/BUTLER
 JZ0157  USGS QUAD   -  MIDDLETOWN (1981)
 JZ0157
 JZ0157                         *CURRENT SURVEY CONTROL
 JZ0157  ___________________________________________________________________
 JZ0157* NAD 83(1986)-  39 32 14.     (N)    084 23 05.     (W)     SCALED    
 JZ0157* NAVD 88     -       197.664  (meters)     648.50   (feet)  ADJUSTED  
 JZ0157  ___________________________________________________________________
 JZ0157  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JZ0157  DYNAMIC HT  -         197.549 (meters)     648.13  (feet)  COMP
 JZ0157  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 JZ0157
 JZ0157  VERT ORDER  -  SECOND    CLASS 0
 JZ0157
 JZ0157.This mark is at Hook Fld Municipal Airport (MWO)
 JZ0157
 JZ0157.The horizontal coordinates were scaled from a topographic map and have
 JZ0157.an estimated accuracy of +/- 6 seconds.
 JZ0157
 JZ0157.The orthometric height was determined by differential leveling
 JZ0157.and adjusted by the National Geodetic Survey in June 1991..
 JZ0157
 JZ0157.The geoid height was determined by GEOID03.
 JZ0157
 JZ0157.The dynamic height is computed by dividing the NAVD 88
 JZ0157.geopotential number by the normal gravity value computed on the
 JZ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0157.degrees latitude (g = 980.6199 gals.).
 JZ0157
 JZ0157.The modeled gravity was interpolated from observed gravity values.
 JZ0157
 JZ0157;                    North         East    Units  Estimated Accuracy
 JZ0157;SPC OH S     -   172,340.      438,000.      MT  (+/- 180 meters Scaled)
 JZ0157
 JZ0157                          SUPERSEDED SURVEY CONTROL
 JZ0157
 JZ0157  NGVD 29 (??/??/92)  197.841  (m)          649.08   (f) ADJ UNCH    2 0
 JZ0157
 JZ0157.Superseded values are not recommended for survey control.
 JZ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0157.See file dsdata.txt to determine how the superseded data were derived.
 JZ0157
 JZ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ247796(NAD 83)
 JZ0157_MARKER: DB = BENCH MARK DISK
 JZ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0157_STAMPING: A 137 1947
 JZ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0157+STABILITY: SURFACE MOTION
 JZ0157
 JZ0157  HISTORY     - Date     Condition        Report By
 JZ0157  HISTORY     - 1947     MONUMENTED       CGS
 JZ0157  HISTORY     - 1958     MARK NOT FOUND   USGS
 JZ0157
 JZ0157                          STATION DESCRIPTION
 JZ0157
 JZ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0157'0.8 MI S FROM POAST TOWN.
 JZ0157'0.8 MILE SOUTH ALONG STATE HIGHWAY 4 FROM THE INTERSECTION OF
 JZ0157'TRENTON-FRANKLIN ROAD AT POAST TOWN, ABOUT 0.2 MILE SOUTHWEST
 JZ0157'OF THE SOUTH END OF THE STEEL BRIDGE OVER GREAT MIAMI RIVER,
 JZ0157'AT THE NORTHEAST CORNER OF THE MIDDLETOWN MUNICIPAL AIRPORT,
 JZ0157'56 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTHWEST
 JZ0157'OF THE CENTER LINE OF A ROAD LEADING NORTHWEST TO POLICE CLUB,
 JZ0157'1 FOOT NORTH OF THE AIRPORT FENCE, 6 FEET WEST OF THE FENCE
 JZ0157'CORNER, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 JZ0157'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ0157'5 INCHES.  NOTE-- AIRPORT WAS CHANGED BY A NEW ROAD.
 JZ0157
 JZ0157                          STATION RECOVERY (1958)
 JZ0157
 JZ0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JZ0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0035 ***********************************************************************
 JZ0035  DESIGNATION -  A 138
 JZ0035  PID         -  JZ0035
 JZ0035  STATE/COUNTY-  OH/MIAMI
 JZ0035  USGS QUAD   -  TIPP CITY (1992)
 JZ0035
 JZ0035                         *CURRENT SURVEY CONTROL
 JZ0035  ___________________________________________________________________
 JZ0035* NAD 83(1986)-  39 56 42.     (N)    084 10 08.     (W)     SCALED    
 JZ0035* NAVD 88     -       249.278  (meters)     817.84   (feet)  ADJUSTED  
 JZ0035  ___________________________________________________________________
 JZ0035  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JZ0035  DYNAMIC HT  -         249.145 (meters)     817.40  (feet)  COMP
 JZ0035  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 JZ0035
 JZ0035  VERT ORDER  -  FIRST     CLASS II
 JZ0035
 JZ0035.The horizontal coordinates were scaled from a topographic map and have
 JZ0035.an estimated accuracy of +/- 6 seconds.
 JZ0035
 JZ0035.The orthometric height was determined by differential leveling
 JZ0035.and adjusted by the National Geodetic Survey in June 1991..
 JZ0035
 JZ0035.The geoid height was determined by GEOID03.
 JZ0035
 JZ0035.The dynamic height is computed by dividing the NAVD 88
 JZ0035.geopotential number by the normal gravity value computed on the
 JZ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0035.degrees latitude (g = 980.6199 gals.).
 JZ0035
 JZ0035.The modeled gravity was interpolated from observed gravity values.
 JZ0035
 JZ0035;                    North         East    Units  Estimated Accuracy
 JZ0035;SPC OH S     -   217,240.      457,380.      MT  (+/- 180 meters Scaled)
 JZ0035
 JZ0035                          SUPERSEDED SURVEY CONTROL
 JZ0035
 JZ0035  NGVD 29 (??/??/92)  249.474  (m)          818.48   (f) ADJ UNCH    1 2
 JZ0035
 JZ0035.Superseded values are not recommended for survey control.
 JZ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0035.See file dsdata.txt to determine how the superseded data were derived.
 JZ0035
 JZ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK418254(NAD 83)
 JZ0035_MARKER: DB = BENCH MARK DISK
 JZ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0035_SP_SET: CONCRETE POST
 JZ0035_STAMPING: A 138 1947
 JZ0035_MARK LOGO: CGS   
 JZ0035_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0035+STABILITY: SURFACE MOTION
 JZ0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0035+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1993
 JZ0035
 JZ0035  HISTORY     - Date     Condition        Report By
 JZ0035  HISTORY     - 1947     MONUMENTED       CGS
 JZ0035  HISTORY     - 19930621 GOOD             NGS
 JZ0035
 JZ0035                          STATION DESCRIPTION
 JZ0035
 JZ0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0035'1.1 MI S FROM TIPP CITY.
 JZ0035'1.1 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0035'STATION AT TIPP CITY, AT AN EAST-WEST ROAD CROSSING, 44 FEET
 JZ0035'EAST OF THE EAST RAIL, 51 FEET NORTH OF THE CENTER LINE OF THE
 JZ0035'GRAVEL ROAD, 53.5 FEET SOUTHEAST OF SEMAPHORE NO. 72/48, 36 FEET
 JZ0035'NORTH OF A FENCE CORNER, 1 FOOT WEST OF THE FENCE LINE, 2 FEET
 JZ0035'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3.5 FEET BELOW THE
 JZ0035'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JZ0035
 JZ0035                          STATION RECOVERY (1993)
 JZ0035
 JZ0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0035'IN TIPP CITY, AT THE INTERSECTION OF EVANSTON ROAD AND THE CHESSIE
 JZ0035'SYSTEM RAILROAD, 15.2 M (49.9 FT) NORTH OF THE ROAD CENTERLINE, 13.6
 JZ0035'M (44.6 FT) EAST OF THE NEAR RAIL, 10.5 M (34.4 FT) SOUTHEAST OF A
 JZ0035'UTILITY POLE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0
 JZ0035'FT) WEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.3 M (1.0
 JZ0035'FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0075 ***********************************************************************
 JZ0075  DESIGNATION -  A 139
 JZ0075  PID         -  JZ0075
 JZ0075  STATE/COUNTY-  OH/MONTGOMERY
 JZ0075  USGS QUAD   -  DAYTON SOUTH (1991)
 JZ0075
 JZ0075                         *CURRENT SURVEY CONTROL
 JZ0075  ___________________________________________________________________
 JZ0075* NAD 83(1986)-  39 41 37.     (N)    084 12 40.     (W)     SCALED    
 JZ0075* NAVD 88     -       227.130  (meters)     745.18   (feet)  ADJUSTED  
 JZ0075  ___________________________________________________________________
 JZ0075  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JZ0075  DYNAMIC HT  -         227.003 (meters)     744.76  (feet)  COMP
 JZ0075  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 JZ0075
 JZ0075  VERT ORDER  -  FIRST     CLASS II
 JZ0075
 JZ0075.The horizontal coordinates were scaled from a topographic map and have
 JZ0075.an estimated accuracy of +/- 6 seconds.
 JZ0075
 JZ0075.The orthometric height was determined by differential leveling
 JZ0075.and adjusted by the National Geodetic Survey in June 1991..
 JZ0075
 JZ0075.The geoid height was determined by GEOID03.
 JZ0075
 JZ0075.The dynamic height is computed by dividing the NAVD 88
 JZ0075.geopotential number by the normal gravity value computed on the
 JZ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0075.degrees latitude (g = 980.6199 gals.).
 JZ0075
 JZ0075.The modeled gravity was interpolated from observed gravity values.
 JZ0075
 JZ0075;                    North         East    Units  Estimated Accuracy
 JZ0075;SPC OH S     -   189,410.      453,250.      MT  (+/- 180 meters Scaled)
 JZ0075
 JZ0075                          SUPERSEDED SURVEY CONTROL
 JZ0075
 JZ0075  NGVD 29 (??/??/92)  227.33   (m)          745.8    (f) COMPUTED    1 2
 JZ0075
 JZ0075.Superseded values are not recommended for survey control.
 JZ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0075.See file dsdata.txt to determine how the superseded data were derived.
 JZ0075
 JZ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ391974(NAD 83)
 JZ0075_MARKER: DB = BENCH MARK DISK
 JZ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0075_STAMPING: A 139 1947
 JZ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0075+STABILITY: SURFACE MOTION
 JZ0075
 JZ0075  HISTORY     - Date     Condition        Report By
 JZ0075  HISTORY     - 1947     MONUMENTED       CGS
 JZ0075  HISTORY     - 1979     GOOD             LOCENG
 JZ0075  HISTORY     - 19970609 MARK NOT FOUND   USPSQD
 JZ0075
 JZ0075                          STATION DESCRIPTION
 JZ0075
 JZ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0075'AT MORRAINE CITY.
 JZ0075'AT MORRAINE CITY, ABOUT 0.45 MILE SOUTH ALONG STROOP AND LAMME
 JZ0075'ROADS FROM THE ZION CHURCH AT MORRAINE CITY, AT THE MAIN ENTRANCE
 JZ0075'TO THE SOUTH DAYTON AIRPORT, 20 FEET EAST OF THE CENTER LINE OF
 JZ0075'LAMME ROAD, 39 FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE
 JZ0075'ROAD, 1.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH
 JZ0075'GATE POST, 6.5 FEET NORTHEAST OF POWER POLE NO. 144814, 2 FEET
 JZ0075'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ0075'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ0075
 JZ0075                          STATION RECOVERY (1979)
 JZ0075
 JZ0075'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 JZ0075'RECOVERED IN GOOD CONDITION.
 JZ0075
 JZ0075                          STATION RECOVERY (1997)
 JZ0075
 JZ0075'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0076 ***********************************************************************
 JZ0076  DESIGNATION -  A 139 RESET
 JZ0076  PID         -  JZ0076
 JZ0076  STATE/COUNTY-  OH/MONTGOMERY
 JZ0076  USGS QUAD   -  DAYTON SOUTH (1991)
 JZ0076
 JZ0076                         *CURRENT SURVEY CONTROL
 JZ0076  ___________________________________________________________________
 JZ0076* NAD 83(1986)-  39 41 37.     (N)    084 12 40.     (W)     SCALED    
 JZ0076* NAVD 88     -       228.20   (+/-2cm)     748.7    (feet)  VERTCON   
 JZ0076  ___________________________________________________________________
 JZ0076  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JZ0076
 JZ0076  VERT ORDER  -  THIRD (See Below)
 JZ0076
 JZ0076.The horizontal coordinates were scaled from a topographic map and have
 JZ0076.an estimated accuracy of +/- 6 seconds.
 JZ0076
 JZ0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ0076.The vertical order pertains to the NGVD 29 superseded value.
 JZ0076
 JZ0076.The geoid height was determined by GEOID03.
 JZ0076
 JZ0076;                    North         East    Units  Estimated Accuracy
 JZ0076;SPC OH S     -   189,410.      453,250.      MT  (+/- 180 meters Scaled)
 JZ0076
 JZ0076                          SUPERSEDED SURVEY CONTROL
 JZ0076
 JZ0076  NGVD 29 (??/??/??)  228.40   (m)          749.3    (f) RESET       3  
 JZ0076
 JZ0076.Superseded values are not recommended for survey control.
 JZ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0076.See file dsdata.txt to determine how the superseded data were derived.
 JZ0076
 JZ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ391974(NAD 83)
 JZ0076_MARKER: DB = BENCH MARK DISK
 JZ0076_SETTING: 0 = UNSPECIFIED SETTING
 JZ0076_STAMPING: A 139 RESET 1957
 JZ0076_MARK LOGO: CGS   
 JZ0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0076
 JZ0076  HISTORY     - Date     Condition        Report By
 JZ0076  HISTORY     - 1957     MONUMENTED       OH-113
 JZ0076  HISTORY     - 1971     GOOD             OH3895
 JZ0076  HISTORY     - 19970609 GOOD             USPSQD
 JZ0076
 JZ0076                          STATION DESCRIPTION
 JZ0076
 JZ0076'DESCRIBED BY MONTGOMERY COUNTY OHIO 1957
 JZ0076'AT MORRAINE CITY.
 JZ0076'0.04 MILE EAST ALONG STROOP ROAD FROM THE INTERSECTION OF U.S.
 JZ0076'ROUTE 25 (NORTHBOUND) AND STROOP ROAD IN MORRAINE CITY, THENCE
 JZ0076'0.28 MILE SOUTH ALONG LAMME ROAD TO TERRYLYNN AVENUE, THENCE 0.25
 JZ0076'MILE EAST ALONG TERRYLYNN AVENUE TO LYNNPARK AVENUE, 31.7 FEET
 JZ0076'EAST OF THE CENTERLINE OF LYNNPARK AVENUE, 18.7 FEET NORTH OF
 JZ0076'THE CENTERLINE OF TERRYLYNN AVENUE AND 7.1 FEET NORTHWEST OF A
 JZ0076'STEEL LIGHT POLE BETWEEN THE CURB AND SIDEWALK.
 JZ0076
 JZ0076                          STATION RECOVERY (1971)
 JZ0076
 JZ0076'RECOVERY NOTE BY CITY OF KETTERING OHIO 1971
 JZ0076'RECOVERED IN GOOD CONDITION.
 JZ0076
 JZ0076                          STATION RECOVERY (1997)
 JZ0076
 JZ0076'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0033 ***********************************************************************
 MC0033  DESIGNATION -  A 14
 MC0033  PID         -  MC0033
 MC0033  STATE/COUNTY-  OH/LORAIN
 MC0033  USGS QUAD   -  OBERLIN (1979)
 MC0033
 MC0033                         *CURRENT SURVEY CONTROL
 MC0033  ___________________________________________________________________
 MC0033* NAD 83(1986)-  41 17 30.     (N)    082 12 12.     (W)     SCALED    
 MC0033* NAVD 88     -       245.038  (meters)     803.93   (feet)  ADJUSTED  
 MC0033  ___________________________________________________________________
 MC0033  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 MC0033  DYNAMIC HT  -         244.936 (meters)     803.59  (feet)  COMP
 MC0033  MODELED GRAV-     980,202.3   (mgal)                       NAVD 88
 MC0033
 MC0033  VERT ORDER  -  SECOND    CLASS 0
 MC0033
 MC0033.The horizontal coordinates were scaled from a topographic map and have
 MC0033.an estimated accuracy of +/- 6 seconds.
 MC0033
 MC0033.The orthometric height was determined by differential leveling
 MC0033.and adjusted by the National Geodetic Survey in June 1991..
 MC0033
 MC0033.The geoid height was determined by GEOID03.
 MC0033
 MC0033.The dynamic height is computed by dividing the NAVD 88
 MC0033.geopotential number by the normal gravity value computed on the
 MC0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0033.degrees latitude (g = 980.6199 gals.).
 MC0033
 MC0033.The modeled gravity was interpolated from observed gravity values.
 MC0033
 MC0033;                    North         East    Units  Estimated Accuracy
 MC0033;SPC OH N     -   180,490.      624,850.      MT  (+/- 180 meters Scaled)
 MC0033
 MC0033                          SUPERSEDED SURVEY CONTROL
 MC0033
 MC0033  NGVD 29 (??/??/92)  245.208  (m)          804.49   (f) ADJ UNCH    2 0
 MC0033
 MC0033.Superseded values are not recommended for survey control.
 MC0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0033.See file dsdata.txt to determine how the superseded data were derived.
 MC0033
 MC0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF992718(NAD 83)
 MC0033_MARKER: DB = BENCH MARK DISK
 MC0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0033_STAMPING: A 14 1934
 MC0033_MARK LOGO: CGS   
 MC0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0033+STABILITY: SURFACE MOTION
 MC0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0033+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1995
 MC0033
 MC0033  HISTORY     - Date     Condition        Report By
 MC0033  HISTORY     - 1934     MONUMENTED       CGS
 MC0033  HISTORY     - 1961     MARK NOT FOUND   USGS
 MC0033  HISTORY     - 1987     GOOD             OHDT
 MC0033  HISTORY     - 19950330 GOOD             NGS
 MC0033
 MC0033                          STATION DESCRIPTION
 MC0033
 MC0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0033'2 MI NE FROM OBERLIN.
 MC0033'2.0 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MC0033'THE STATION AT OBERLIN, LORAIN COUNTY, 20.5 FEET SOUTHEAST OF
 MC0033'THE SOUTHEAST RAIL, 19.3 FEET NORTHEAST OF THE NORTHEAST CURB
 MC0033'OF EAST COLLEGE STREET 12 FEET NORTH OF A 36-INCH MAPLE
 MC0033'TREE, AND ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 MC0033'STAMPED A 14 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MC0033
 MC0033                          STATION RECOVERY (1961)
 MC0033
 MC0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MC0033'MARK NOT FOUND.
 MC0033
 MC0033                          STATION RECOVERY (1987)
 MC0033
 MC0033'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DD)
 MC0033'RECOVERED IN GOOD CONDITION.
 MC0033
 MC0033                          STATION RECOVERY (1995)
 MC0033
 MC0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 MC0033'IN OBERLIN, AT THE INTERSECTION OF EAST COLLEGE AND ORCHARD STREETS,
 MC0033'57.9 M (190.0 FT) EAST OF THE CENTER OF ORCHARD STREET, 10.6 M (34.8
 MC0033'FT) NORTH OF THE CENTERLINE OF EAST COLLEGE STREET, 9.0 M (29.5 FT)
 MC0033'SOUTHEAST OF THE CENTER OF A RAILROAD GRADE (TRACK REMOVED) , 1.3 M
 MC0033'(4.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A STORM DRAIN, 0.4 M
 MC0033'(1.3 FT) ABOVE THE LEVEL OF EAST COLLEGE STREET, AND THE MONUMENT
 MC0033'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0751 ***********************************************************************
 MC0751  DESIGNATION -  A 14 BOLT
 MC0751  PID         -  MC0751
 MC0751  STATE/COUNTY-  OH/LUCAS
 MC0751  USGS QUAD   -  WHITEHOUSE (1980)
 MC0751
 MC0751                         *CURRENT SURVEY CONTROL
 MC0751  ___________________________________________________________________
 MC0751* NAD 83(1986)-  41 36 10.     (N)    083 48 07.     (W)     SCALED    
 MC0751* NAVD 88     -       206.585  (meters)     677.77   (feet)  ADJUSTED  
 MC0751  ___________________________________________________________________
 MC0751  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC0751  DYNAMIC HT  -         206.503 (meters)     677.50  (feet)  COMP
 MC0751  MODELED GRAV-     980,218.2   (mgal)                       NAVD 88
 MC0751
 MC0751  VERT ORDER  -  SECOND    CLASS 0
 MC0751
 MC0751.The horizontal coordinates were scaled from a topographic map and have
 MC0751.an estimated accuracy of +/- 6 seconds.
 MC0751
 MC0751.The orthometric height was determined by differential leveling
 MC0751.and adjusted by the National Geodetic Survey in June 1991..
 MC0751
 MC0751.The geoid height was determined by GEOID03.
 MC0751
 MC0751.The dynamic height is computed by dividing the NAVD 88
 MC0751.geopotential number by the normal gravity value computed on the
 MC0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0751.degrees latitude (g = 980.6199 gals.).
 MC0751
 MC0751.The modeled gravity was interpolated from observed gravity values.
 MC0751
 MC0751;                    North         East    Units  Estimated Accuracy
 MC0751;SPC OH N     -   215,810.      491,470.      MT  (+/- 180 meters Scaled)
 MC0751
 MC0751                          SUPERSEDED SURVEY CONTROL
 MC0751
 MC0751  NGVD 29 (??/??/92)  206.776  (m)          678.40   (f) ADJ UNCH    2 0
 MC0751
 MC0751.Superseded values are not recommended for survey control.
 MC0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0751.See file dsdata.txt to determine how the superseded data were derived.
 MC0751
 MC0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG665094(NAD 83)
 MC0751_MARKER: B = BOLT
 MC0751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0751_SP_SET: SIGNAL BASE
 MC0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0751
 MC0751  HISTORY     - Date     Condition        Report By
 MC0751  HISTORY     - UNK      MONUMENTED       CGS
 MC0751  HISTORY     - 1955     GOOD             NGS
 MC0751
 MC0751                          STATION DESCRIPTION
 MC0751
 MC0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MC0751'4.4 MI W FROM HOLLAND.
 MC0751'ABOUT 4.4 MILES W ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MC0751'STATION AT HOLLAND, LUCAS COUNTY, ABOUT 400 FEET WEST OF MILE
 MC0751'POST B 302, 8.67 FEET S OF S RAIL, 5.60 FEET NORTH OF TELEPHONE
 MC0751'SHACK NO. 302.1.  TOP OF THE NW BOLT IN THE CONCRETE BASE OF
 MC0751'SIGNAL A 14.  NOTE-- PREVIOUSLY DESIGNATED A 14 CH. SQ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0831 ***********************************************************************
 JZ0831  DESIGNATION -  A 140
 JZ0831  PID         -  JZ0831
 JZ0831  STATE/COUNTY-  OH/BUTLER
 JZ0831  USGS QUAD   -  HAMILTON (1988)
 JZ0831
 JZ0831                         *CURRENT SURVEY CONTROL
 JZ0831  ___________________________________________________________________
 JZ0831* NAD 83(1986)-  39 27 24.     (N)    084 30 20.     (W)     SCALED    
 JZ0831* NAVD 88     -       194.393  (meters)     637.77   (feet)  ADJUSTED  
 JZ0831  ___________________________________________________________________
 JZ0831  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JZ0831  DYNAMIC HT  -         194.283 (meters)     637.41  (feet)  COMP
 JZ0831  MODELED GRAV-     980,055.3   (mgal)                       NAVD 88
 JZ0831
 JZ0831  VERT ORDER  -  FIRST     CLASS II
 JZ0831
 JZ0831.The horizontal coordinates were scaled from a topographic map and have
 JZ0831.an estimated accuracy of +/- 6 seconds.
 JZ0831
 JZ0831.The orthometric height was determined by differential leveling
 JZ0831.and adjusted by the National Geodetic Survey in June 1991..
 JZ0831
 JZ0831.The geoid height was determined by GEOID03.
 JZ0831
 JZ0831.The dynamic height is computed by dividing the NAVD 88
 JZ0831.geopotential number by the normal gravity value computed on the
 JZ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0831.degrees latitude (g = 980.6199 gals.).
 JZ0831
 JZ0831.The modeled gravity was interpolated from observed gravity values.
 JZ0831
 JZ0831;                    North         East    Units  Estimated Accuracy
 JZ0831;SPC OH S     -   163,630.      427,410.      MT  (+/- 180 meters Scaled)
 JZ0831
 JZ0831                          SUPERSEDED SURVEY CONTROL
 JZ0831
 JZ0831  NGVD 29 (??/??/92)  194.575  (m)          638.37   (f) ADJ UNCH    1 2
 JZ0831
 JZ0831.Superseded values are not recommended for survey control.
 JZ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0831.See file dsdata.txt to determine how the superseded data were derived.
 JZ0831
 JZ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ146704(NAD 83)
 JZ0831_MARKER: DB = BENCH MARK DISK
 JZ0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0831_STAMPING: A 140 1947
 JZ0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0831+STABILITY: SURFACE MOTION
 JZ0831
 JZ0831  HISTORY     - Date     Condition        Report By
 JZ0831  HISTORY     - 1947     MONUMENTED       CGS
 JZ0831  HISTORY     - 20020626 GOOD             BUTCOE
 JZ0831
 JZ0831                          STATION DESCRIPTION
 JZ0831
 JZ0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0831'3.2 MI SW FROM TRENTON.
 JZ0831'3.25 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0831'ITS CROSSING WITH STATE HIGHWAY 73 AT TRENTON, ABOUT 0.55 MILE
 JZ0831'NORTHEAST OF OVERPECK, AT THE CROSSING OF WEHR ROAD (NORTH-SOUTH
 JZ0831'ROAD), 19.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 32 FEET WEST
 JZ0831'OF THE CENTER LINE OF WEHR ROAD, 4.5 FEET NORTHWEST OF THE
 JZ0831'RAILROAD R/W FENCE LINE, 13.5 FEET SOUTHWEST OF POWER POLE NO.
 JZ0831'B22042JT, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ0831'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ0831'PROJECTING 4 INCHES.
 JZ0831
 JZ0831                          STATION RECOVERY (2002)
 JZ0831
 JZ0831'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0921 ***********************************************************************
 JZ0921  DESIGNATION -  A 141
 JZ0921  PID         -  JZ0921
 JZ0921  STATE/COUNTY-  OH/HAMILTON
 JZ0921  USGS QUAD   -  HARRISON (1996)
 JZ0921
 JZ0921                         *CURRENT SURVEY CONTROL
 JZ0921  ___________________________________________________________________
 JZ0921* NAD 83(1986)-  39 15 42.     (N)    084 49 06.     (W)     SCALED    
 JZ0921* NAVD 88     -       160.513  (meters)     526.62   (feet)  ADJUSTED  
 JZ0921  ___________________________________________________________________
 JZ0921  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ0921  DYNAMIC HT  -         160.419 (meters)     526.31  (feet)  COMP
 JZ0921  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 JZ0921
 JZ0921  VERT ORDER  -  SECOND    CLASS 0
 JZ0921
 JZ0921.The horizontal coordinates were scaled from a topographic map and have
 JZ0921.an estimated accuracy of +/- 6 seconds.
 JZ0921
 JZ0921.The orthometric height was determined by differential leveling
 JZ0921.and adjusted by the National Geodetic Survey in June 1991..
 JZ0921
 JZ0921.The geoid height was determined by GEOID03.
 JZ0921
 JZ0921.The dynamic height is computed by dividing the NAVD 88
 JZ0921.geopotential number by the normal gravity value computed on the
 JZ0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0921.degrees latitude (g = 980.6199 gals.).
 JZ0921
 JZ0921.The modeled gravity was interpolated from observed gravity values.
 JZ0921
 JZ0921;                    North         East    Units  Estimated Accuracy
 JZ0921;SPC OH S     -   142,630.      399,950.      MT  (+/- 180 meters Scaled)
 JZ0921
 JZ0921                          SUPERSEDED SURVEY CONTROL
 JZ0921
 JZ0921  NGVD 29 (??/??/92)  160.705  (m)          527.25   (f) ADJ UNCH    2 0
 JZ0921
 JZ0921.Superseded values are not recommended for survey control.
 JZ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0921.See file dsdata.txt to determine how the superseded data were derived.
 JZ0921
 JZ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ882480(NAD 83)
 JZ0921_MARKER: DB = BENCH MARK DISK
 JZ0921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0921_SP_SET: BUILDING
 JZ0921_STAMPING: A 141 1947
 JZ0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0921+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 JZ0921
 JZ0921  HISTORY     - Date     Condition        Report By
 JZ0921  HISTORY     - 1947     MONUMENTED       CGS
 JZ0921  HISTORY     - 20050930 GOOD             GEOCAC
 JZ0921
 JZ0921                          STATION DESCRIPTION
 JZ0921
 JZ0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0921'AT HARRISON.
 JZ0921'AT HARRISON, SET VERTICALLY IN THE NORTH FACE OF THE BRICK WALL
 JZ0921'OF THE FIRST NATIONAL BANK BUILDING, 1.4 FEET WEST OF THE
 JZ0921'NORTHEAST CORNER AND 2 FEET ABOVE THE SIDE WALK.
 JZ0921
 JZ0921                          STATION RECOVERY (2005)
 JZ0921
 JZ0921'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ0921'N 39 15.718, W 84 49.176 (CONSUMER-GRADE GPS)
 JZ0921'THIS IS NOW THE HARRISON SHARE SHOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0987 ***********************************************************************
 JZ0987  DESIGNATION -  A 142
 JZ0987  PID         -  JZ0987
 JZ0987  STATE/COUNTY-  OH/HAMILTON
 JZ0987  USGS QUAD   -  ADDYSTON (1987)
 JZ0987
 JZ0987                         *CURRENT SURVEY CONTROL
 JZ0987  ___________________________________________________________________
 JZ0987* NAD 83(1986)-  39 12 37.     (N)    084 40 29.     (W)     SCALED    
 JZ0987* NAVD 88     -       158.332  (meters)     519.46   (feet)  ADJUSTED  
 JZ0987  ___________________________________________________________________
 JZ0987  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ0987  DYNAMIC HT  -         158.234 (meters)     519.14  (feet)  COMP
 JZ0987  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 JZ0987
 JZ0987  VERT ORDER  -  SECOND    CLASS 0
 JZ0987
 JZ0987.The horizontal coordinates were scaled from a topographic map and have
 JZ0987.an estimated accuracy of +/- 6 seconds.
 JZ0987
 JZ0987.The orthometric height was determined by differential leveling
 JZ0987.and adjusted by the National Geodetic Survey in June 1991..
 JZ0987
 JZ0987.The geoid height was determined by GEOID03.
 JZ0987
 JZ0987.The dynamic height is computed by dividing the NAVD 88
 JZ0987.geopotential number by the normal gravity value computed on the
 JZ0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0987.degrees latitude (g = 980.6199 gals.).
 JZ0987
 JZ0987.The modeled gravity was interpolated from observed gravity values.
 JZ0987
 JZ0987;                    North         East    Units  Estimated Accuracy
 JZ0987;SPC OH S     -   136,620.      412,200.      MT  (+/- 180 meters Scaled)
 JZ0987
 JZ0987                          SUPERSEDED SURVEY CONTROL
 JZ0987
 JZ0987  NGVD 29 (??/??/92)  158.431  (m)          519.79   (f) ADJ UNCH    2 0
 JZ0987
 JZ0987.Superseded values are not recommended for survey control.
 JZ0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0987.See file dsdata.txt to determine how the superseded data were derived.
 JZ0987
 JZ0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ007426(NAD 83)
 JZ0987_MARKER: DB = BENCH MARK DISK
 JZ0987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0987_SP_SET: BRIDGE
 JZ0987_STAMPING: A 142 1947
 JZ0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0987
 JZ0987  HISTORY     - Date     Condition        Report By
 JZ0987  HISTORY     - 1947     MONUMENTED       CGS
 JZ0987
 JZ0987                          STATION DESCRIPTION
 JZ0987
 JZ0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0987'2 MI SE FROM MIAMI.
 JZ0987'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE FARMERS STATE
 JZ0987'BANK AT MIAMI, AT THE JUNCTION OF MULLEN ROAD LEADING EAST, SET
 JZ0987'IN THE TOP OF THE NORTHEAST WING WALL OF A 35-FOOT CONCRETE
 JZ0987'BRIDGE OVER A DITCH, 27 FEET EAST OF THE CENTER LINE OF THE
 JZ0987'HIGHWAY, 22 FEET SOUTH OF THE CENTER LINE OF MULLEN ROAD, 1 FOOT
 JZ0987'EAST OF THE CONCRETE BANISTER, AND ABOUT 1 FOOT ABOVE THE
 JZ0987'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0887 ***********************************************************************
 JZ0887  DESIGNATION -  A 143
 JZ0887  PID         -  JZ0887
 JZ0887  STATE/COUNTY-  OH/BUTLER
 JZ0887  USGS QUAD   -  HARRISON (1996)
 JZ0887
 JZ0887                         *CURRENT SURVEY CONTROL
 JZ0887  ___________________________________________________________________
 JZ0887* NAD 83(1986)-  39 19 55.     (N)    084 47 43.     (W)     SCALED    
 JZ0887* NAVD 88     -       229.064  (meters)     751.52   (feet)  ADJUSTED  
 JZ0887  ___________________________________________________________________
 JZ0887  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JZ0887  DYNAMIC HT  -         228.931 (meters)     751.08  (feet)  COMP
 JZ0887  MODELED GRAV-     980,041.2   (mgal)                       NAVD 88
 JZ0887
 JZ0887  VERT ORDER  -  SECOND    CLASS 0
 JZ0887
 JZ0887.The horizontal coordinates were scaled from a topographic map and have
 JZ0887.an estimated accuracy of +/- 6 seconds.
 JZ0887
 JZ0887.The orthometric height was determined by differential leveling
 JZ0887.and adjusted by the National Geodetic Survey in June 1991..
 JZ0887
 JZ0887.The geoid height was determined by GEOID03.
 JZ0887
 JZ0887.The dynamic height is computed by dividing the NAVD 88
 JZ0887.geopotential number by the normal gravity value computed on the
 JZ0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0887.degrees latitude (g = 980.6199 gals.).
 JZ0887
 JZ0887.The modeled gravity was interpolated from observed gravity values.
 JZ0887
 JZ0887;                    North         East    Units  Estimated Accuracy
 JZ0887;SPC OH S     -   150,380.      402,140.      MT  (+/- 180 meters Scaled)
 JZ0887
 JZ0887                          SUPERSEDED SURVEY CONTROL
 JZ0887
 JZ0887  NGVD 29 (??/??/92)  229.25   (m)          752.1    (f) COMPUTED    2 0
 JZ0887
 JZ0887.Superseded values are not recommended for survey control.
 JZ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0887.See file dsdata.txt to determine how the superseded data were derived.
 JZ0887
 JZ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ900559(NAD 83)
 JZ0887_MARKER: DB = BENCH MARK DISK
 JZ0887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0887_SP_SET: CULVERT
 JZ0887_STAMPING: A 143 1947
 JZ0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0887
 JZ0887  HISTORY     - Date     Condition        Report By
 JZ0887  HISTORY     - 1947     MONUMENTED       CGS
 JZ0887
 JZ0887                          STATION DESCRIPTION
 JZ0887
 JZ0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0887'3.2 MI NW FROM OKEANA.
 JZ0887'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 126 FROM THE SCHOOL
 JZ0887'AT OKEANA, THENCE ABOUT 1.75 MILES WEST ALONG THE OKEANA-DREWSBURG
 JZ0887'ROAD, THENCE ABOUT 1.2 MILES SOUTH ALONG CALIFORNIA ROAD, ABOUT
 JZ0887'1.2 MILES SOUTH OF THE MACEDONIA CHRISTIAN CHURCH, AT THE JUNCTION
 JZ0887'OF SCHRADIN ROAD LEADING EAST, SET IN THE TOP OF THE CENTER
 JZ0887'OF THE SOUTH CONCRETE HEAD WALL OF A 30-INCH PIPE CULVERT UNDER
 JZ0887'SCHRADIN ROAD, 45 FEET SOUTH OF THE CENTER LINE OF SCHRADIN ROAD,
 JZ0887'17 FEET EAST OF THE CENTER LINE OF CALIFORNIA ROAD AND ABOUT
 JZ0887'1.5 FEET ABOVE CALIFORNIA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0780 ***********************************************************************
 JZ0780  DESIGNATION -  A 144
 JZ0780  PID         -  JZ0780
 JZ0780  STATE/COUNTY-  OH/HAMILTON
 JZ0780  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0780
 JZ0780                         *CURRENT SURVEY CONTROL
 JZ0780  ___________________________________________________________________
 JZ0780* NAD 83(1986)-  39 13 08.     (N)    084 33 00.     (W)     SCALED    
 JZ0780* NAVD 88     -       252.181  (meters)     827.36   (feet)  ADJUSTED  
 JZ0780  ___________________________________________________________________
 JZ0780  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JZ0780  DYNAMIC HT  -         252.027 (meters)     826.86  (feet)  COMP
 JZ0780  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 JZ0780
 JZ0780  VERT ORDER  -  FIRST     CLASS II
 JZ0780
 JZ0780.The horizontal coordinates were scaled from a topographic map and have
 JZ0780.an estimated accuracy of +/- 6 seconds.
 JZ0780
 JZ0780.The orthometric height was determined by differential leveling
 JZ0780.and adjusted by the National Geodetic Survey in June 1991..
 JZ0780
 JZ0780.The geoid height was determined by GEOID03.
 JZ0780
 JZ0780.The dynamic height is computed by dividing the NAVD 88
 JZ0780.geopotential number by the normal gravity value computed on the
 JZ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0780.degrees latitude (g = 980.6199 gals.).
 JZ0780
 JZ0780.The modeled gravity was interpolated from observed gravity values.
 JZ0780
 JZ0780;                    North         East    Units  Estimated Accuracy
 JZ0780;SPC OH S     -   137,320.      422,990.      MT  (+/- 180 meters Scaled)
 JZ0780
 JZ0780                          SUPERSEDED SURVEY CONTROL
 JZ0780
 JZ0780  NGVD 29 (??/??/92)  252.360  (m)          827.95   (f) ADJ UNCH    1 2
 JZ0780
 JZ0780.Superseded values are not recommended for survey control.
 JZ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0780.See file dsdata.txt to determine how the superseded data were derived.
 JZ0780
 JZ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ115439(NAD 83)
 JZ0780_MARKER: DB = BENCH MARK DISK
 JZ0780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0780_STAMPING: A 144 1947
 JZ0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0780+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2004
 JZ0780
 JZ0780  HISTORY     - Date     Condition        Report By
 JZ0780  HISTORY     - 1947     MONUMENTED       CGS
 JZ0780  HISTORY     - 20041124 GOOD             GEOCAC
 JZ0780
 JZ0780                          STATION DESCRIPTION
 JZ0780
 JZ0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0780'AT NORTH COLLEGE HILL.
 JZ0780'AT NORTH COLLEGE HILL, IN THE 6900 BLOCK OF HAMILTON AVENUE, AT THE
 JZ0780'HIGH SCHOOL, SET VERTICALLY IN THE EAST FACE AT THE NORTHEAST
 JZ0780'CORNER OF THE BUILDING, ABOUT 90 YARDS WEST OF HAMILTON AVENUE,
 JZ0780'3.4 FEET SOUTH OF THE NORTHEAST CORNER AND 2.2 FEET ABOVE THE
 JZ0780'GROUND.
 JZ0780
 JZ0780                          STATION RECOVERY (2004)
 JZ0780
 JZ0780'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0510 ***********************************************************************
 JZ0510  DESIGNATION -  A 145
 JZ0510  PID         -  JZ0510
 JZ0510  STATE/COUNTY-  OH/HAMILTON
 JZ0510  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0510
 JZ0510                         *CURRENT SURVEY CONTROL
 JZ0510  ___________________________________________________________________
 JZ0510* NAD 83(1986)-  39 12 28.     (N)    084 27 57.     (W)     SCALED    
 JZ0510* NAVD 88     -       166.142  (meters)     545.08   (feet)  ADJUSTED  
 JZ0510  ___________________________________________________________________
 JZ0510  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ0510  DYNAMIC HT  -         166.038 (meters)     544.74  (feet)  COMP
 JZ0510  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 JZ0510
 JZ0510  VERT ORDER  -  FIRST     CLASS II
 JZ0510
 JZ0510.The horizontal coordinates were scaled from a topographic map and have
 JZ0510.an estimated accuracy of +/- 6 seconds.
 JZ0510
 JZ0510.The orthometric height was determined by differential leveling
 JZ0510.and adjusted by the National Geodetic Survey in January 1994..
 JZ0510
 JZ0510.The geoid height was determined by GEOID03.
 JZ0510
 JZ0510.The dynamic height is computed by dividing the NAVD 88
 JZ0510.geopotential number by the normal gravity value computed on the
 JZ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0510.degrees latitude (g = 980.6199 gals.).
 JZ0510
 JZ0510.The modeled gravity was interpolated from observed gravity values.
 JZ0510
 JZ0510;                    North         East    Units  Estimated Accuracy
 JZ0510;SPC OH S     -   135,930.      430,230.      MT  (+/- 180 meters Scaled)
 JZ0510
 JZ0510                          SUPERSEDED SURVEY CONTROL
 JZ0510
 JZ0510  NAVD 88 (06/15/91)  166.166  (m)          545.16   (f) UNKNOWN     1 2
 JZ0510  NGVD 29 (??/??/92)  166.340  (m)          545.73   (f) ADJ UNCH    1 2
 JZ0510
 JZ0510.Superseded values are not recommended for survey control.
 JZ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0510.See file dsdata.txt to determine how the superseded data were derived.
 JZ0510
 JZ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ188428(NAD 83)
 JZ0510_MARKER: DB = BENCH MARK DISK
 JZ0510_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0510_SP_SET: RETAINING WALL
 JZ0510_STAMPING: A 145 1947
 JZ0510_MARK LOGO: CGS   
 JZ0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0510+STABILITY: SURFACE MOTION
 JZ0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0510+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2003
 JZ0510
 JZ0510  HISTORY     - Date     Condition        Report By
 JZ0510  HISTORY     - 1947     MONUMENTED       CGS
 JZ0510  HISTORY     - 19930604 GOOD             NGS
 JZ0510  HISTORY     - 20031216 GOOD             GEOCAC
 JZ0510
 JZ0510                          STATION DESCRIPTION
 JZ0510
 JZ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0510'AT HARTWELL.
 JZ0510'AT HARTWELL, A SUBURB OF CINCINNATI, AT THE JUNCTION OF ANTHONY
 JZ0510'WAYNE AVENUE AND PARKWAY AVENUE, SET IN THE TOP OF THE CONCRETE
 JZ0510'RETAINING WALL ALONG THE NEW YORK CENTRAL RAILROAD BETWEEN THE
 JZ0510'TRACKS AND ANTHONY WAYNE AVENUE, 8.8 FEET NORTHWEST OF THE
 JZ0510'NORTHWEST RAIL OF THE TRACK, IN LINE WITH THE PROLONGED CENTER
 JZ0510'LINE OF PARKWAY AVENUE, ABOUT 4.5 FEET ABOVE ANTHONY WAYNE
 JZ0510'AVENUE AND 0.5 FOOT BELOW THE TRACK.
 JZ0510
 JZ0510                          STATION RECOVERY (1993)
 JZ0510
 JZ0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0510'IN HARTWELL, AT THE INTERSECTION OF PARKWAY AND ANTHONY WAYNE
 JZ0510'AVENUES, IN A RETAINING WALL ALONG THE EAST SIDE OF ANTHONY WAYNE
 JZ0510'AVENUE, 6.8 M (22.3 FT) SOUTHEAST OF THE CENTERLINE OF ANTHONY WAYNE
 JZ0510'AVENUE, 1.7 M (5.6 FT) ABOVE THE LEVEL OF THE AVENUES, AND 0.5 M (1.6
 JZ0510'FT) NORTHEAST OF THE EXTENDED CENTER OF PARKWAY AVENUE.
 JZ0510
 JZ0510                          STATION RECOVERY (2003)
 JZ0510
 JZ0510'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 JZ0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0885 ***********************************************************************
 JZ0885  DESIGNATION -  A 146
 JZ0885  PID         -  JZ0885
 JZ0885  STATE/COUNTY-  OH/BUTLER
 JZ0885  USGS QUAD   -  HARRISON (1996)
 JZ0885
 JZ0885                         *CURRENT SURVEY CONTROL
 JZ0885  ___________________________________________________________________
 JZ0885* NAD 83(1986)-  39 21 44.     (N)    084 47 43.     (W)     SCALED    
 JZ0885* NAVD 88     -       235.316  (meters)     772.03   (feet)  ADJUSTED  
 JZ0885  ___________________________________________________________________
 JZ0885  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JZ0885  DYNAMIC HT  -         235.181 (meters)     771.59  (feet)  COMP
 JZ0885  MODELED GRAV-     980,043.6   (mgal)                       NAVD 88
 JZ0885
 JZ0885  VERT ORDER  -  SECOND    CLASS 0
 JZ0885
 JZ0885.The horizontal coordinates were scaled from a topographic map and have
 JZ0885.an estimated accuracy of +/- 6 seconds.
 JZ0885
 JZ0885.The orthometric height was determined by differential leveling
 JZ0885.and adjusted by the National Geodetic Survey in June 1991..
 JZ0885
 JZ0885.The geoid height was determined by GEOID03.
 JZ0885
 JZ0885.The dynamic height is computed by dividing the NAVD 88
 JZ0885.geopotential number by the normal gravity value computed on the
 JZ0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0885.degrees latitude (g = 980.6199 gals.).
 JZ0885
 JZ0885.The modeled gravity was interpolated from observed gravity values.
 JZ0885
 JZ0885;                    North         East    Units  Estimated Accuracy
 JZ0885;SPC OH S     -   153,740.      402,220.      MT  (+/- 180 meters Scaled)
 JZ0885
 JZ0885                          SUPERSEDED SURVEY CONTROL
 JZ0885
 JZ0885  NGVD 29 (??/??/92)  235.499  (m)          772.63   (f) ADJ UNCH    2 0
 JZ0885
 JZ0885.Superseded values are not recommended for survey control.
 JZ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0885.See file dsdata.txt to determine how the superseded data were derived.
 JZ0885
 JZ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ899592(NAD 83)
 JZ0885_MARKER: DB = BENCH MARK DISK
 JZ0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0885_STAMPING: A 146 1947
 JZ0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0885+STABILITY: SURFACE MOTION
 JZ0885
 JZ0885  HISTORY     - Date     Condition        Report By
 JZ0885  HISTORY     - 1947     MONUMENTED       CGS
 JZ0885  HISTORY     - 20011113 GOOD             BUTCOE
 JZ0885
 JZ0885                          STATION DESCRIPTION
 JZ0885
 JZ0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0885'2.6 MI SE FROM SCIPIO.
 JZ0885'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 126 FROM THE STATE LINE
 JZ0885'AT SCIPIO, THENCE ABOUT 0.95 MILE SOUTH ALONG CALIFORNIA ROAD,
 JZ0885'ABOUT 1.0 MILE NORTH OF THE MACEDONIA CHRISTIAN CHURCH, ABOUT 0.35
 JZ0885'MILE SOUTH OF THE STEEL BRIDGE OVER DRY FORK, AT THE INTERSECTION
 JZ0885'OF DWYER ROAD, 15 FEET EAST OF THE CENTER LINE OF CALIFORNIA
 JZ0885'ROAD, 20 FEET NORTHEAST OF THE CENTER LINE OF DWYER ROAD, 8
 JZ0885'FEET NORTH OF A FENCECORNER, 1 FOOT WEST OF THE FENCE LINE, 2
 JZ0885'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ0885'ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JZ0885'NOTE-- MARK MAY BE REACHED FROM THE SCHOOL AT OKEANA BY GOING
 JZ0885'ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 126, THENCE ABOUT
 JZ0885'1.75 MILE WEST ALONG THE OKEANA-DREWSBURG ROAD, THENCE ABOUT
 JZ0885'1.0 MILE NORTH ALONG CALIFORNIA ROAD.
 JZ0885
 JZ0885                          STATION RECOVERY (2001)
 JZ0885
 JZ0885'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2001 (WCL)
 JZ0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0814 ***********************************************************************
 MB0814  DESIGNATION -  A 147
 MB0814  PID         -  MB0814
 MB0814  STATE/COUNTY-  OH/MAHONING
 MB0814  USGS QUAD   -  LAKE MILTON (1979)
 MB0814
 MB0814                         *CURRENT SURVEY CONTROL
 MB0814  ___________________________________________________________________
 MB0814* NAD 83(1986)-  41 01 27.     (N)    080 59 11.     (W)     SCALED    
 MB0814* NAVD 88     -       317.016  (meters)    1040.08   (feet)  ADJUSTED  
 MB0814  ___________________________________________________________________
 MB0814  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB0814  DYNAMIC HT  -         316.870 (meters)    1039.60  (feet)  COMP
 MB0814  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 MB0814
 MB0814  VERT ORDER  -  SECOND    CLASS 0
 MB0814
 MB0814.The horizontal coordinates were scaled from a topographic map and have
 MB0814.an estimated accuracy of +/- 6 seconds.
 MB0814
 MB0814.The orthometric height was determined by differential leveling
 MB0814.and adjusted by the National Geodetic Survey in June 1991..
 MB0814
 MB0814.The geoid height was determined by GEOID03.
 MB0814
 MB0814.The dynamic height is computed by dividing the NAVD 88
 MB0814.geopotential number by the normal gravity value computed on the
 MB0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0814.degrees latitude (g = 980.6199 gals.).
 MB0814
 MB0814.The modeled gravity was interpolated from observed gravity values.
 MB0814
 MB0814;                    North         East    Units  Estimated Accuracy
 MB0814;SPC OH N     -   151,850.      727,290.      MT  (+/- 180 meters Scaled)
 MB0814
 MB0814                          SUPERSEDED SURVEY CONTROL
 MB0814
 MB0814  NGVD 29 (??/??/92)  317.183  (m)         1040.62   (f) ADJ UNCH    2 0
 MB0814
 MB0814.Superseded values are not recommended for survey control.
 MB0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0814.See file dsdata.txt to determine how the superseded data were derived.
 MB0814
 MB0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF011414(NAD 83)
 MB0814_MARKER: DB = BENCH MARK DISK
 MB0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0814_STAMPING: A 147 1949
 MB0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0814+STABILITY: SURFACE MOTION
 MB0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0814+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 MB0814
 MB0814  HISTORY     - Date     Condition        Report By
 MB0814  HISTORY     - 1949     MONUMENTED       CGS
 MB0814  HISTORY     - 1950     GOOD             NGS
 MB0814  HISTORY     - 20060914 GOOD             GEOCAC
 MB0814
 MB0814                          STATION DESCRIPTION
 MB0814
 MB0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0814'2.4 MI S FROM SHILLINGS MILL.
 MB0814'ABOUT 2.4 MILES SOUTH ALONG BEDELL ROAD FROM THE SOUTH END OF
 MB0814'THE BRIDGE OVER MAHONING RIVER AT SHILLINGS MILL, AT THE
 MB0814'INTERSECTION OF BEDELL ROAD AND U.S. HIGHWAY 224.  IT IS 39.5
 MB0814'FEET NORTH OF THE CENTERLINE OF U.S. 224, 47.5 FEET
 MB0814'EAST-SOUTHEAST OF THE CENTERLINE OF BEDELL ROAD, 6 FEET WEST OF
 MB0814'POLE 353-33, 2 FEET EAST OF A WHITE WITNESS POST AND ABOUT 1
 MB0814'FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK SET IN THE TOP
 MB0814'OF A CONCRETE POST PROJECTING 3 INCHES.
 MB0814
 MB0814                          STATION RECOVERY (2006)
 MB0814
 MB0814'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0814'ADD TO DESCRIPTION, IT IS 3.25 FEET SOUTHEAST OF POLE 353-33 AND 1
 MB0814'FOOT SOUTH OF AN ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1154 ***********************************************************************
 KY1154  DESIGNATION -  A 148
 KY1154  PID         -  KY1154
 KY1154  STATE/COUNTY-  OH/MAHONING
 KY1154  USGS QUAD   -  NEW MIDDLETOWN (1988)
 KY1154
 KY1154                         *CURRENT SURVEY CONTROL
 KY1154  ___________________________________________________________________
 KY1154* NAD 83(1986)-  40 59 42.     (N)    080 34 09.     (W)     SCALED    
 KY1154* NAVD 88     -       347.898  (meters)    1141.40   (feet)  ADJUSTED  
 KY1154  ___________________________________________________________________
 KY1154  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KY1154  DYNAMIC HT  -         347.733 (meters)    1140.85  (feet)  COMP
 KY1154  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 KY1154
 KY1154  VERT ORDER  -  SECOND    CLASS 0
 KY1154
 KY1154.The horizontal coordinates were scaled from a topographic map and have
 KY1154.an estimated accuracy of +/- 6 seconds.
 KY1154
 KY1154.The orthometric height was determined by differential leveling
 KY1154.and adjusted by the National Geodetic Survey in June 1991..
 KY1154
 KY1154.The geoid height was determined by GEOID03.
 KY1154
 KY1154.The dynamic height is computed by dividing the NAVD 88
 KY1154.geopotential number by the normal gravity value computed on the
 KY1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1154.degrees latitude (g = 980.6199 gals.).
 KY1154
 KY1154.The modeled gravity was interpolated from observed gravity values.
 KY1154
 KY1154;                    North         East    Units  Estimated Accuracy
 KY1154;SPC OH N     -   149,300.      762,440.      MT  (+/- 180 meters Scaled)
 KY1154
 KY1154                          SUPERSEDED SURVEY CONTROL
 KY1154
 KY1154  NGVD 29 (??/??/92)  348.061  (m)         1141.93   (f) ADJ UNCH    2 0
 KY1154
 KY1154.Superseded values are not recommended for survey control.
 KY1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1154.See file dsdata.txt to determine how the superseded data were derived.
 KY1154
 KY1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF362382(NAD 83)
 KY1154_MARKER: DB = BENCH MARK DISK
 KY1154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1154_SP_SET: CULVERT
 KY1154_STAMPING: A 148 1949
 KY1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1154+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 KY1154
 KY1154  HISTORY     - Date     Condition        Report By
 KY1154  HISTORY     - 1949     MONUMENTED       CGS
 KY1154  HISTORY     - 1950     GOOD             NGS
 KY1154  HISTORY     - 20060219 GOOD             GEOCAC
 KY1154
 KY1154                          STATION DESCRIPTION
 KY1154
 KY1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1154'0.8 MI NE FROM SMITH CORNERS.
 KY1154'ABOUT 0.8 MILE NORTHEAST ALONG ARREL ROAD FROM THE JUNCTION OF
 KY1154'STATE HIGHWAY 90, WESTERN RESERVE ROAD AND ARREL ROAD AT SMITH
 KY1154'CORNERS, IN THE TOP OF THE SOUTH HEADWALL OF A 3 FOOT BOX
 KY1154'CONCRETE CULVERT, 1 FOOT WEST OF THE EAST END OF THE HEADWALL,
 KY1154'19 FEET SOUTH OF THE CENTERLINE OF ARREL ROAD.  A STANDARD DISK
 KY1154'CEMENTED IN A DRILLED HOLE AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 KY1154'THE CENTER OF ARREL ROAD.
 KY1154
 KY1154                          STATION RECOVERY (2006)
 KY1154
 KY1154'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1194 ***********************************************************************
 KY1194  DESIGNATION -  A 149
 KY1194  PID         -  KY1194
 KY1194  STATE/COUNTY-  OH/COLUMBIANA
 KY1194  USGS QUAD   -  COLUMBIANA (1994)
 KY1194
 KY1194                         *CURRENT SURVEY CONTROL
 KY1194  ___________________________________________________________________
 KY1194* NAD 83(1986)-  40 53 32.     (N)    080 39 03.     (W)     SCALED    
 KY1194* NAVD 88     -       333.770  (meters)    1095.04   (feet)  ADJUSTED  
 KY1194  ___________________________________________________________________
 KY1194  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KY1194  DYNAMIC HT  -         333.605 (meters)    1094.50  (feet)  COMP
 KY1194  MODELED GRAV-     980,122.0   (mgal)                       NAVD 88
 KY1194
 KY1194  VERT ORDER  -  SECOND    CLASS 0
 KY1194
 KY1194.The horizontal coordinates were scaled from a topographic map and have
 KY1194.an estimated accuracy of +/- 6 seconds.
 KY1194
 KY1194.The orthometric height was determined by differential leveling
 KY1194.and adjusted by the National Geodetic Survey in June 1991..
 KY1194
 KY1194.The geoid height was determined by GEOID03.
 KY1194
 KY1194.The dynamic height is computed by dividing the NAVD 88
 KY1194.geopotential number by the normal gravity value computed on the
 KY1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1194.degrees latitude (g = 980.6199 gals.).
 KY1194
 KY1194.The modeled gravity was interpolated from observed gravity values.
 KY1194
 KY1194;                    North         East    Units  Estimated Accuracy
 KY1194;SPC OH N     -   137,750.      755,810.      MT  (+/- 180 meters Scaled)
 KY1194
 KY1194                          SUPERSEDED SURVEY CONTROL
 KY1194
 KY1194  NGVD 29 (??/??/92)  333.916  (m)         1095.52   (f) ADJ UNCH    2 0
 KY1194
 KY1194.Superseded values are not recommended for survey control.
 KY1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1194.See file dsdata.txt to determine how the superseded data were derived.
 KY1194
 KY1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF294268(NAD 83)
 KY1194_MARKER: DB = BENCH MARK DISK
 KY1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1194_STAMPING: A 149 1949
 KY1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1194+STABILITY: SURFACE MOTION
 KY1194
 KY1194  HISTORY     - Date     Condition        Report By
 KY1194  HISTORY     - 1949     MONUMENTED       CGS
 KY1194  HISTORY     - 1950     GOOD             NGS
 KY1194
 KY1194                          STATION DESCRIPTION
 KY1194
 KY1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1194'3 MI S FROM NORTH LIMA.
 KY1194'ABOUT 3.6 MILES SOUTH ALONG STATE HIGHWAY 7 FROM ITS INTERSECTION
 KY1194'WITH STATE HIGHWAY 165 AT NORTH LIMA, ABOUT 0.5 MILE NORTH ALONG
 KY1194'STATE HIGHWAY 7 FROM ITS JUNCTION WITH STATE HIGHWAY 14 AT A FARM
 KY1194'HOUSE, 25.4 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 7, 19.0
 KY1194'FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 86.5 FEET EAST OF
 KY1194'THE SOUTHEAST CORNER OF A LARGE 2 STORY FRAME HOUSE, 3 FEET NORTH
 KY1194'OF POLE 594-94.  IT IS 2 FEET SOUTH OF A WHITE WITNESS POST
 KY1194'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE CENTER OF STATE HIGHWAY
 KY1194'7.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTING
 KY1194'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1067 ***********************************************************************
 MB1067  DESIGNATION -  A 15
 MB1067  PID         -  MB1067
 MB1067  STATE/COUNTY-  OH/GEAUGA
 MB1067  USGS QUAD   -  PAINESVILLE (1994)
 MB1067
 MB1067                         *CURRENT SURVEY CONTROL
 MB1067  ___________________________________________________________________
 MB1067* NAD 83(1995)-  41 37 36.18413(N)    081 14 15.28215(W)     ADJUSTED  
 MB1067* NAVD 88     -       338.296  (meters)    1109.89   (feet)  ADJUSTED  
 MB1067  ___________________________________________________________________
 MB1067  X           -     727,392.230 (meters)                     COMP
 MB1067  Y           -  -4,719,138.311 (meters)                     COMP
 MB1067  Z           -   4,214,904.717 (meters)                     COMP
 MB1067  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 MB1067  ELLIP HEIGHT-         304.18  (meters)          (10/07/05) GPS OBS
 MB1067  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 MB1067  DYNAMIC HT  -         338.163 (meters)    1109.46  (feet)  COMP
 MB1067  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 MB1067
 MB1067  HORZ ORDER  -  FIRST
 MB1067  VERT ORDER  -  SECOND    CLASS 0
 MB1067  ELLP ORDER  -  FOURTH    CLASS I
 MB1067
 MB1067.The horizontal coordinates were established by GPS observations
 MB1067.and adjusted by the National Geodetic Survey in April 1998..
 MB1067
 MB1067.The orthometric height was determined by differential leveling
 MB1067.and adjusted by the National Geodetic Survey in June 1991..
 MB1067
 MB1067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1067
 MB1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1067
 MB1067.The ellipsoidal height was determined by GPS observations
 MB1067.and is referenced to NAD 83.
 MB1067
 MB1067.The geoid height was determined by GEOID03.
 MB1067
 MB1067.The dynamic height is computed by dividing the NAVD 88
 MB1067.geopotential number by the normal gravity value computed on the
 MB1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1067.degrees latitude (g = 980.6199 gals.).
 MB1067
 MB1067.The modeled gravity was interpolated from observed gravity values.
 MB1067
 MB1067;                    North         East     Units Scale Factor Converg.
 MB1067;SPC OH N     -   218,422.466   705,196.563   MT  0.99998669   +0 49 45.7
 MB1067;UTM  17      - 4,608,359.738   480,209.746   MT  0.99960482   -0 09 28.1
 MB1067
 MB1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1067!SPC OH N     -   0.99995229  x   0.99998669  =   0.99993898
 MB1067!UTM  17      -   0.99995229  x   0.99960482  =   0.99955713
 MB1067
 MB1067                          SUPERSEDED SURVEY CONTROL
 MB1067
 MB1067  ELLIP H (04/01/98)  304.23   (m)                       GP(       ) 4 1
 MB1067  NAD 83(1986)-  41 37 36.19421(N)    081 14 15.28083(W) AD(       ) 1
 MB1067  NGVD 29 (??/??/92)  338.513  (m)         1110.60   (f) ADJ UNCH    2 0
 MB1067
 MB1067.Superseded values are not recommended for survey control.
 MB1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1067.See file dsdata.txt to determine how the superseded data were derived.
 MB1067
 MB1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8021008360(NAD 83)
 MB1067_MARKER: DB = BENCH MARK DISK
 MB1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1067_STAMPING: A 15 1934
 MB1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1067+STABILITY: SURFACE MOTION
 MB1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1067+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB1067
 MB1067  HISTORY     - Date     Condition        Report By
 MB1067  HISTORY     - 1934     MONUMENTED       CGS
 MB1067  HISTORY     - 1960     GOOD             NGS
 MB1067  HISTORY     - 1961     MARK NOT FOUND   USGS
 MB1067  HISTORY     - 1990     GOOD             WOOLPT
 MB1067
 MB1067                          STATION DESCRIPTION
 MB1067
 MB1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MB1067'3.5 MI N FROM CHARDON.
 MB1067'3.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MB1067'STATION AT CHARDON, GEAUGA COUNTY, 36 YARDS WEST OF THE SOUTHWEST
 MB1067'CORNER OF THE R. SPITALSKY FARMHOUSE, AT A DIRT-ROAD CROSSING,
 MB1067'29 YARDS NORTH OF THE INTERSECTION OF THE CENTERLINE OF THE
 MB1067'ROAD WITH THE EAST RAIL, 21 YARDS NORTH OF THE SOUTH SIDING
 MB1067'SWITCH, 11 YARDS EAST OF THE EAST RAIL OF THE MAIN TRACK, 3.6
 MB1067'FEET NORTH OF A POLE, AND 1 FOOT LOWER THAN THE TOP OF THE
 MB1067'RAIL.  A STANDARD DISK, STAMPED A 15 1934 AND SET IN THE TOP
 MB1067'OF A CONCRETE POST.
 MB1067
 MB1067                          STATION RECOVERY (1961)
 MB1067
 MB1067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MB1067'MARK NOT FOUND.
 MB1067
 MB1067                          STATION RECOVERY (1990)
 MB1067
 MB1067'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990 (DT)
 MB1067'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1211 ***********************************************************************
 KY1211  DESIGNATION -  A 150
 KY1211  PID         -  KY1211
 KY1211  STATE/COUNTY-  OH/MAHONING
 KY1211  USGS QUAD   -  SALEM (1994)
 KY1211
 KY1211                         *CURRENT SURVEY CONTROL
 KY1211  ___________________________________________________________________
 KY1211* NAD 83(1986)-  40 54 49.     (N)    080 47 36.     (W)     SCALED    
 KY1211* NAVD 88     -       389.913  (meters)    1279.24   (feet)  ADJUSTED  
 KY1211  ___________________________________________________________________
 KY1211  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY1211  DYNAMIC HT  -         389.727 (meters)    1278.63  (feet)  COMP
 KY1211  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 KY1211
 KY1211  VERT ORDER  -  SECOND    CLASS 0
 KY1211
 KY1211.The horizontal coordinates were scaled from a topographic map and have
 KY1211.an estimated accuracy of +/- 6 seconds.
 KY1211
 KY1211.The orthometric height was determined by differential leveling
 KY1211.and adjusted by the National Geodetic Survey in June 1991..
 KY1211
 KY1211.The geoid height was determined by GEOID03.
 KY1211
 KY1211.The dynamic height is computed by dividing the NAVD 88
 KY1211.geopotential number by the normal gravity value computed on the
 KY1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1211.degrees latitude (g = 980.6199 gals.).
 KY1211
 KY1211.The modeled gravity was interpolated from observed gravity values.
 KY1211
 KY1211;                    North         East    Units  Estimated Accuracy
 KY1211;SPC OH N     -   139,880.      743,760.      MT  (+/- 180 meters Scaled)
 KY1211
 KY1211                          SUPERSEDED SURVEY CONTROL
 KY1211
 KY1211  NGVD 29 (??/??/92)  390.060  (m)         1279.72   (f) ADJ UNCH    2 0
 KY1211
 KY1211.Superseded values are not recommended for survey control.
 KY1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1211.See file dsdata.txt to determine how the superseded data were derived.
 KY1211
 KY1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF174291(NAD 83)
 KY1211_MARKER: DB = BENCH MARK DISK
 KY1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1211_STAMPING: A 150 1949
 KY1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1211+STABILITY: SURFACE MOTION
 KY1211
 KY1211  HISTORY     - Date     Condition        Report By
 KY1211  HISTORY     - 1949     MONUMENTED       CGS
 KY1211  HISTORY     - 1950     GOOD             NGS
 KY1211
 KY1211                          STATION DESCRIPTION
 KY1211
 KY1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1211'2.3 MI NW FROM WASHINGTONVILLE.
 KY1211'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 14 FROM THE TRINITY
 KY1211'LUTHERAN CHURCH AT WASHINGTONVILLE, THENCE ABOUT 0.7 MILE
 KY1211'NORTH ALONG A GRAVEL ROAD TO THE SALEM AIRPORT, AT THE SALEM
 KY1211'AIRPORT NEAR THE WIND SOCK, 135.5 FEET SOUTHEAST OF THE SOUTHEAST
 KY1211'CORNER OF THE HANGER, 7.4 FEET NORTH OF THE WIND INDICATOR, 75
 KY1211'FEET SOUTH OF THE GASOLINE PUMP.  A STANDARD DISK SET IN THE
 KY1211'TOP OF A CONCRETE POST AND PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0891 ***********************************************************************
 MB0891  DESIGNATION -  A 152
 MB0891  PID         -  MB0891
 MB0891  STATE/COUNTY-  OH/TRUMBULL
 MB0891  USGS QUAD   -  WARREN (1994)
 MB0891
 MB0891                         *CURRENT SURVEY CONTROL
 MB0891  ___________________________________________________________________
 MB0891* NAD 83(1986)-  41 14 15.     (N)    080 45 22.     (W)     SCALED    
 MB0891* NAVD 88     -       265.998  (meters)     872.70   (feet)  ADJUSTED  
 MB0891  ___________________________________________________________________
 MB0891  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0891  DYNAMIC HT  -         265.882 (meters)     872.31  (feet)  COMP
 MB0891  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 MB0891
 MB0891  VERT ORDER  -  SECOND    CLASS 0
 MB0891
 MB0891.The horizontal coordinates were scaled from a topographic map and have
 MB0891.an estimated accuracy of +/- 6 seconds.
 MB0891
 MB0891.The orthometric height was determined by differential leveling
 MB0891.and adjusted by the National Geodetic Survey in June 1991..
 MB0891
 MB0891.The geoid height was determined by GEOID03.
 MB0891
 MB0891.The dynamic height is computed by dividing the NAVD 88
 MB0891.geopotential number by the normal gravity value computed on the
 MB0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0891.degrees latitude (g = 980.6199 gals.).
 MB0891
 MB0891.The modeled gravity was interpolated from observed gravity values.
 MB0891
 MB0891;                    North         East    Units  Estimated Accuracy
 MB0891;SPC OH N     -   175,900.      746,180.      MT  (+/- 180 meters Scaled)
 MB0891
 MB0891                          SUPERSEDED SURVEY CONTROL
 MB0891
 MB0891  NGVD 29 (??/??/92)  266.182  (m)          873.30   (f) ADJ UNCH    2 0
 MB0891
 MB0891.Superseded values are not recommended for survey control.
 MB0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0891.See file dsdata.txt to determine how the superseded data were derived.
 MB0891
 MB0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF204651(NAD 83)
 MB0891_MARKER: DB = BENCH MARK DISK
 MB0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0891_SP_SET: BRIDGE
 MB0891_STAMPING: A 152 1950
 MB0891_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0891
 MB0891  HISTORY     - Date     Condition        Report By
 MB0891  HISTORY     - 1950     MONUMENTED       CGS
 MB0891  HISTORY     - 1954     GOOD             NGS
 MB0891  HISTORY     - 19910530 GOOD             OHDT
 MB0891
 MB0891                          STATION DESCRIPTION
 MB0891
 MB0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0891'3.4 MI E FROM WARREN.
 MB0891'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY 82 (MARKET STREET) FROM
 MB0891'THE TRUMBULL COUNTY COURT HOUSE AT WARREN, IN THE TOP AND SOUTH
 MB0891'END OF THE EAST ABUTMENT OF A 100 FOOT STEEL BRIDGE OVER MOSQUITO
 MB0891'CREEK, 18 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 82.  A STANDARD
 MB0891'DISK CEMENTED IN A DRILLED HOLE.  THIS MARK CAN ALSO BE REACHED
 MB0891'BY GOING ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 82 FROM HOWLAND
 MB0891'SCHOOL AT HOWLAND CORNERS.
 MB0891
 MB0891                          STATION RECOVERY (1954)
 MB0891
 MB0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 MB0891'RECOVERED IN GOOD CONDITION.
 MB0891
 MB0891                          STATION RECOVERY (1991)
 MB0891
 MB0891'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991
 MB0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0782 ***********************************************************************
 MB0782  DESIGNATION -  A 153
 MB0782  PID         -  MB0782
 MB0782  STATE/COUNTY-  OH/MAHONING
 MB0782  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0782
 MB0782                         *CURRENT SURVEY CONTROL
 MB0782  ___________________________________________________________________
 MB0782* NAD 83(1995)-  41 06 50.27882(N)    080 42 40.50640(W)     ADJUSTED  
 MB0782* NAVD 88     -       311.684  (meters)    1022.58   (feet)  ADJUSTED  
 MB0782  ___________________________________________________________________
 MB0782  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 MB0782  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB0782  DYNAMIC HT  -         311.542 (meters)    1022.12  (feet)  COMP
 MB0782  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 MB0782
 MB0782  HORZ ORDER  -  THIRD
 MB0782  VERT ORDER  -  SECOND    CLASS 0
 MB0782
 MB0782.The horizontal coordinates were established by classical geodetic methods
 MB0782.and adjusted by the National Geodetic Survey in April 1998..
 MB0782
 MB0782.The orthometric height was determined by differential leveling
 MB0782.and adjusted by the National Geodetic Survey in June 1991..
 MB0782
 MB0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0782
 MB0782.The geoid height was determined by GEOID03.
 MB0782
 MB0782.The dynamic height is computed by dividing the NAVD 88
 MB0782.geopotential number by the normal gravity value computed on the
 MB0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0782.degrees latitude (g = 980.6199 gals.).
 MB0782
 MB0782.The modeled gravity was interpolated from observed gravity values.
 MB0782
 MB0782;                    North         East     Units Scale Factor Converg.
 MB0782;SPC OH N     -   162,257.365   750,217.510   MT  0.99993947   +1 10 30.4
 MB0782;UTM  17      - 4,551,448.700   524,242.305   MT  0.99960723   +0 11 23.5
 MB0782
 MB0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0782!SPC OH N     -   0.99995643  x   0.99993947  =   0.99989590
 MB0782!UTM  17      -   0.99995643  x   0.99960723  =   0.99956368
 MB0782
 MB0782                          SUPERSEDED SURVEY CONTROL
 MB0782
 MB0782  NAD 83(1986)-  41 06 50.28216(N)    080 42 40.50935(W) AD(       ) 3
 MB0782  NAD 27      -  41 06 50.08000(N)    080 42 41.23000(W) AD(       ) 3
 MB0782  NGVD 29 (??/??/92)  311.864  (m)         1023.17   (f) ADJ UNCH    2 0
 MB0782
 MB0782.Superseded values are not recommended for survey control.
 MB0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0782.See file dsdata.txt to determine how the superseded data were derived.
 MB0782
 MB0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2424251449(NAD 83)
 MB0782_MARKER: DB = BENCH MARK DISK
 MB0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0782_STAMPING: A 153 1950
 MB0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0782+STABILITY: SURFACE MOTION
 MB0782
 MB0782  HISTORY     - Date     Condition        Report By
 MB0782  HISTORY     - 1950     MONUMENTED       CGS
 MB0782  HISTORY     - 1950     GOOD             CGS
 MB0782  HISTORY     - 1953     POOR             NGS
 MB0782  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MB0782  HISTORY     - 20060207 MARK NOT FOUND   GEOCAC
 MB0782
 MB0782                          STATION DESCRIPTION
 MB0782
 MB0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0782'SEE STATION MERIDIAN NORTH BASE
 MB0782
 MB0782                          STATION RECOVERY (1950)
 MB0782
 MB0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MB0782'3.8 MI N FROM CORNERSBURG.
 MB0782'ABOUT 3.8 MILES NORTH ALONG MERIDIAN ROAD FROM THE ZION
 MB0782'LUTHERAN CHURCH AT CORNERSBURG, AT THE ENTRANCE TO THE CITIES
 MB0782'SERVICE BULK STATION, 27.5 FEET WEST OF THE CENTERLINE OF
 MB0782'MERIDIAN ROAD, 77 FEET NORTHWEST OF THE INTERSECTION OF
 MB0782'MERIDIAN ROAD AND THE ERIE RAILROAD TRACKS, 7 FEET NORTH OF
 MB0782'THE NORTH GATE POST OF THE ENTRANCE TO BULK PLANT.  IT IS 2
 MB0782'FEET NORTH OF A WHITE WITNESS POST AND ABOUT LEVEL WITH
 MB0782'MERIDIAN ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0782'POST AND ABOUT FLUSH WITH THE LEVEL OF THE GROUND.
 MB0782
 MB0782                          STATION RECOVERY (1953)
 MB0782
 MB0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 MB0782'MARK RECOVERED IN POOR CONDITION.
 MB0782
 MB0782                          STATION RECOVERY (1988)
 MB0782
 MB0782'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 MB0782'MARK NOT FOUND.
 MB0782
 MB0782                          STATION RECOVERY (2006)
 MB0782
 MB0782'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0782'MEASUREMENTS INDICATE THAT THE MARK HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0867 ***********************************************************************
 MB0867  DESIGNATION -  A 154
 MB0867  PID         -  MB0867
 MB0867  STATE/COUNTY-  OH/MAHONING
 MB0867  USGS QUAD   -  CANFIELD (1979)
 MB0867
 MB0867                         *CURRENT SURVEY CONTROL
 MB0867  ___________________________________________________________________
 MB0867* NAD 83(1986)-  41 07 24.     (N)    080 47 35.     (W)     SCALED    
 MB0867* NAVD 88     -       283.503  (meters)     930.13   (feet)  ADJUSTED  
 MB0867  ___________________________________________________________________
 MB0867  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB0867  DYNAMIC HT  -         283.375 (meters)     929.71  (feet)  COMP
 MB0867  MODELED GRAV-     980,164.9   (mgal)                       NAVD 88
 MB0867
 MB0867  VERT ORDER  -  SECOND    CLASS 0
 MB0867
 MB0867.The horizontal coordinates were scaled from a topographic map and have
 MB0867.an estimated accuracy of +/- 6 seconds.
 MB0867
 MB0867.The orthometric height was determined by differential leveling
 MB0867.and adjusted by the National Geodetic Survey in June 1991..
 MB0867
 MB0867.The geoid height was determined by GEOID03.
 MB0867
 MB0867.The dynamic height is computed by dividing the NAVD 88
 MB0867.geopotential number by the normal gravity value computed on the
 MB0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0867.degrees latitude (g = 980.6199 gals.).
 MB0867
 MB0867.The modeled gravity was interpolated from observed gravity values.
 MB0867
 MB0867;                    North         East    Units  Estimated Accuracy
 MB0867;SPC OH N     -   163,160.      743,330.      MT  (+/- 180 meters Scaled)
 MB0867
 MB0867                          SUPERSEDED SURVEY CONTROL
 MB0867
 MB0867  NGVD 29 (??/??/92)  283.683  (m)          930.72   (f) ADJ UNCH    2 0
 MB0867
 MB0867.Superseded values are not recommended for survey control.
 MB0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0867.See file dsdata.txt to determine how the superseded data were derived.
 MB0867
 MB0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF173524(NAD 83)
 MB0867_MARKER: DB = BENCH MARK DISK
 MB0867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0867_SP_SET: CULVERT
 MB0867_STAMPING: A 154 1950
 MB0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0867+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 MB0867
 MB0867  HISTORY     - Date     Condition        Report By
 MB0867  HISTORY     - 1950     MONUMENTED       CGS
 MB0867  HISTORY     - 20060228 GOOD             GEOCAC
 MB0867
 MB0867                          STATION DESCRIPTION
 MB0867
 MB0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0867'1.7 MI N FROM WEST AUSTINTOWN.
 MB0867'ABOUT 1.7 MILES NORTH ALONG TURNER ROAD FROM THE EVANGELICAL
 MB0867'CHURCH AT WEST AUSTINTOWN, IN THE TOP AND SOUTH END OF A CONCRETE
 MB0867'AND STONE HEADWALL OF A 3 FOOT BOX CULVERT, 17.5 FEET EAST OF
 MB0867'THE CENTERLINE OF A ROAD, 1 FOOT NORTH OF THE SOUTH END OF THE
 MB0867'HEADWALL.  A STANDARD DISK CEMENTED IN A DRILLED HOLE AND ABOUT
 MB0867'1 FOOT BELOW THE LEVEL OF THE ROAD.
 MB0867
 MB0867                          STATION RECOVERY (2006)
 MB0867
 MB0867'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0564 ***********************************************************************
 MB0564  DESIGNATION -  A 155
 MB0564  PID         -  MB0564
 MB0564  STATE/COUNTY-  OH/TRUMBULL
 MB0564  USGS QUAD   -  GIRARD (1994)
 MB0564
 MB0564                         *CURRENT SURVEY CONTROL
 MB0564  ___________________________________________________________________
 MB0564* NAD 83(1986)-  41 08 23.     (N)    080 42 10.     (W)     SCALED    
 MB0564* NAVD 88     -       263.227  (meters)     863.60   (feet)  ADJUSTED  
 MB0564  ___________________________________________________________________
 MB0564  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB0564  DYNAMIC HT  -         263.107 (meters)     863.21  (feet)  COMP
 MB0564  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 MB0564
 MB0564  VERT ORDER  -  FIRST     CLASS II
 MB0564
 MB0564.The horizontal coordinates were scaled from a topographic map and have
 MB0564.an estimated accuracy of +/- 6 seconds.
 MB0564
 MB0564.The orthometric height was determined by differential leveling
 MB0564.and adjusted by the National Geodetic Survey in June 1991..
 MB0564
 MB0564.The geoid height was determined by GEOID03.
 MB0564
 MB0564.The dynamic height is computed by dividing the NAVD 88
 MB0564.geopotential number by the normal gravity value computed on the
 MB0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0564.degrees latitude (g = 980.6199 gals.).
 MB0564
 MB0564.The modeled gravity was interpolated from observed gravity values.
 MB0564
 MB0564;                    North         East    Units  Estimated Accuracy
 MB0564;SPC OH N     -   165,130.      750,870.      MT  (+/- 180 meters Scaled)
 MB0564
 MB0564                          SUPERSEDED SURVEY CONTROL
 MB0564
 MB0564  NGVD 29 (??/??/92)  263.410  (m)          864.20   (f) ADJ UNCH    1 2
 MB0564
 MB0564.Superseded values are not recommended for survey control.
 MB0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0564.See file dsdata.txt to determine how the superseded data were derived.
 MB0564
 MB0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF249543(NAD 83)
 MB0564_MARKER: DB = BENCH MARK DISK
 MB0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0564_SP_SET: TOWER LEG
 MB0564_STAMPING: A 155 1950
 MB0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0564
 MB0564  HISTORY     - Date     Condition        Report By
 MB0564  HISTORY     - 1950     MONUMENTED       CGS
 MB0564  HISTORY     - 19930930 MARK NOT FOUND   OHDT
 MB0564
 MB0564                          STATION DESCRIPTION
 MB0564
 MB0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0564'1.2 MI SE FROM GIRARD.
 MB0564'ABOUT 1.15 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0564'FROM THE LIBERTY STREET BRIDGE AT GIRARD, ABOUT 0.1 MILE SOUTHEAST
 MB0564'OF THE MAIN B. AND O. AND A BRANCH LINE LEADING ACROSS THE
 MB0564'MAHONING RIVER TO GIRARD.  IT IS ACROSS THE TRACKS FROM MILE-POST
 MB0564'80-06 AND IN THE TOP AND SOUTHWEST CORNER OF THE SOUTHWEST
 MB0564'LEG OF A POWER LINE TOWER, 19 FEET NORTHEAST OF THE NORTHEAST
 MB0564'RAIL AND 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK CEMENTED
 MB0564'IN A DRILLED HOLE.
 MB0564
 MB0564                          STATION RECOVERY (1993)
 MB0564
 MB0564'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0564'-----REPORT BY ODOT--------YEAR 1993-------CONDITION NOT FOUND----
 MB0564' 
 MB0564'FOUND BROKEN UP CONCRETE FROM TOWER BUT NO DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1100 ***********************************************************************
 KY1100  DESIGNATION -  A 157
 KY1100  PID         -  KY1100
 KY1100  STATE/COUNTY-  OH/MAHONING
 KY1100  USGS QUAD   -  DAMASCUS (1994)
 KY1100
 KY1100                         *CURRENT SURVEY CONTROL
 KY1100  ___________________________________________________________________
 KY1100* NAD 83(1986)-  40 58 06.     (N)    080 58 54.     (W)     SCALED    
 KY1100* NAVD 88     -       335.834  (meters)    1101.82   (feet)  ADJUSTED  
 KY1100  ___________________________________________________________________
 KY1100  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KY1100  DYNAMIC HT  -         335.677 (meters)    1101.30  (feet)  COMP
 KY1100  MODELED GRAV-     980,147.1   (mgal)                       NAVD 88
 KY1100
 KY1100  VERT ORDER  -  FIRST     CLASS II
 KY1100
 KY1100.The horizontal coordinates were scaled from a topographic map and have
 KY1100.an estimated accuracy of +/- 6 seconds.
 KY1100
 KY1100.The orthometric height was determined by differential leveling
 KY1100.and adjusted by the National Geodetic Survey in June 1991..
 KY1100
 KY1100.The geoid height was determined by GEOID03.
 KY1100
 KY1100.The dynamic height is computed by dividing the NAVD 88
 KY1100.geopotential number by the normal gravity value computed on the
 KY1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1100.degrees latitude (g = 980.6199 gals.).
 KY1100
 KY1100.The modeled gravity was interpolated from observed gravity values.
 KY1100
 KY1100;                    North         East    Units  Estimated Accuracy
 KY1100;SPC OH N     -   145,660.      727,790.      MT  (+/- 180 meters Scaled)
 KY1100
 KY1100                          SUPERSEDED SURVEY CONTROL
 KY1100
 KY1100  NGVD 29 (??/??/92)  335.998  (m)         1102.35   (f) ADJ UNCH    1 2
 KY1100
 KY1100.Superseded values are not recommended for survey control.
 KY1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1100.See file dsdata.txt to determine how the superseded data were derived.
 KY1100
 KY1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF015352(NAD 83)
 KY1100_MARKER: DB = BENCH MARK DISK
 KY1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1100_STAMPING: A 157 1950
 KY1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1100+STABILITY: SURFACE MOTION
 KY1100
 KY1100  HISTORY     - Date     Condition        Report By
 KY1100  HISTORY     - 1950     MONUMENTED       CGS
 KY1100
 KY1100                          STATION DESCRIPTION
 KY1100
 KY1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY1100'0.9 MI NE FROM SNODES.
 KY1100'ABOUT 0.9 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1100'ITS STATION AT SNODES, AT THE CROSSING OF OHIO STATE HIGHWAY 14.
 KY1100'IT IS 28 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 38 FEET NORTHEAST
 KY1100'OF THE CENTERLINE OF THE HIGHWAY, 6.3 FEET SOUTH OF THE SOUTHEAST
 KY1100'CORNER OF A SIGNAL BOX, 50 FEET EAST AND ACROSS THE TRACKS
 KY1100'FROM MILE-POST 95, 2.5 FEET NORTH OF A WHITE WITNESS POST AND 3
 KY1100'FEET HIGHER THAN THE TRACK.  A STANDARD DISK SET IN THE TOP
 KY1100'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0556 ***********************************************************************
 MB0556  DESIGNATION -  A 158
 MB0556  PID         -  MB0556
 MB0556  STATE/COUNTY-  OH/MAHONING
 MB0556  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0556
 MB0556                         *CURRENT SURVEY CONTROL
 MB0556  ___________________________________________________________________
 MB0556* NAD 83(1986)-  41 06 06.     (N)    080 39 26.     (W)     SCALED    
 MB0556* NAVD 88     -       259.926  (meters)     852.77   (feet)  ADJUSTED  
 MB0556  ___________________________________________________________________
 MB0556  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB0556  DYNAMIC HT  -         259.806 (meters)     852.38  (feet)  COMP
 MB0556  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 MB0556
 MB0556  VERT ORDER  -  FIRST     CLASS II
 MB0556
 MB0556.The horizontal coordinates were scaled from a topographic map and have
 MB0556.an estimated accuracy of +/- 6 seconds.
 MB0556
 MB0556.The orthometric height was determined by differential leveling
 MB0556.and adjusted by the National Geodetic Survey in June 1991..
 MB0556
 MB0556.The geoid height was determined by GEOID03.
 MB0556
 MB0556.The dynamic height is computed by dividing the NAVD 88
 MB0556.geopotential number by the normal gravity value computed on the
 MB0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0556.degrees latitude (g = 980.6199 gals.).
 MB0556
 MB0556.The modeled gravity was interpolated from observed gravity values.
 MB0556
 MB0556;                    North         East    Units  Estimated Accuracy
 MB0556;SPC OH N     -   160,990.      754,780.      MT  (+/- 180 meters Scaled)
 MB0556
 MB0556                          SUPERSEDED SURVEY CONTROL
 MB0556
 MB0556  NGVD 29 (??/??/92)  260.104  (m)          853.36   (f) ADJ UNCH    1 2
 MB0556
 MB0556.Superseded values are not recommended for survey control.
 MB0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0556.See file dsdata.txt to determine how the superseded data were derived.
 MB0556
 MB0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF287501(NAD 83)
 MB0556_MARKER: DB = BENCH MARK DISK
 MB0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0556_SP_SET: ABUTMENT
 MB0556_STAMPING: A 158 1950
 MB0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0556+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2005
 MB0556
 MB0556  HISTORY     - Date     Condition        Report By
 MB0556  HISTORY     - 1950     MONUMENTED       CGS
 MB0556  HISTORY     - 1963     GOOD             USGS
 MB0556  HISTORY     - 19970920 GOOD             USPSQD
 MB0556  HISTORY     - 20051231 GOOD             GEOCAC
 MB0556
 MB0556                          STATION DESCRIPTION
 MB0556
 MB0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0556'0.1 MI SE FROM YOUNGSTOWN.
 MB0556'ABOUT 0.1 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0556'FROM ITS STATION AT YOUNGSTOWN.  IT IS IN THE TOP AND EAST END
 MB0556'OF THE SOUTH ABUTMENT OF BRIDGE 19 OVER MAHONING AVENUE, 4 FEET
 MB0556'NORTHEAST OF THE SOUTHEAST END OF THE STEEL SPAN AND IS 4 FEET
 MB0556'LOWER THAN THE TRACK.  A STANDARD DISK CEMENTED IN A DRILLED
 MB0556'HOLE.
 MB0556
 MB0556                          STATION RECOVERY (1963)
 MB0556
 MB0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MB0556'RECOVERED IN GOOD CONDITION.
 MB0556
 MB0556                          STATION RECOVERY (1997)
 MB0556
 MB0556'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB0556'RECOVERED IN GOOD CONDITION.
 MB0556
 MB0556                          STATION RECOVERY (2005)
 MB0556
 MB0556'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 MB0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1322 ***********************************************************************
 KY1322  DESIGNATION -  A 159
 KY1322  PID         -  KY1322
 KY1322  STATE/COUNTY-  OH/MAHONING
 KY1322  USGS QUAD   -  ALLIANCE (1994)
 KY1322
 KY1322                         *CURRENT SURVEY CONTROL
 KY1322  ___________________________________________________________________
 KY1322* NAD 83(1986)-  40 55 16.     (N)    081 01 07.     (W)     SCALED    
 KY1322* NAVD 88     -       336.233  (meters)    1103.12   (feet)  ADJUSTED  
 KY1322  ___________________________________________________________________
 KY1322  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KY1322  DYNAMIC HT  -         336.074 (meters)    1102.60  (feet)  COMP
 KY1322  MODELED GRAV-     980,140.5   (mgal)                       NAVD 88
 KY1322
 KY1322  VERT ORDER  -  FIRST     CLASS I
 KY1322
 KY1322.The horizontal coordinates were scaled from a topographic map and have
 KY1322.an estimated accuracy of +/- 6 seconds.
 KY1322
 KY1322.The orthometric height was determined by differential leveling
 KY1322.and adjusted by the National Geodetic Survey in June 1991..
 KY1322
 KY1322.The geoid height was determined by GEOID03.
 KY1322
 KY1322.The dynamic height is computed by dividing the NAVD 88
 KY1322.geopotential number by the normal gravity value computed on the
 KY1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1322.degrees latitude (g = 980.6199 gals.).
 KY1322
 KY1322.The modeled gravity was interpolated from observed gravity values.
 KY1322
 KY1322;                    North         East    Units  Estimated Accuracy
 KY1322;SPC OH N     -   140,360.      724,770.      MT  (+/- 180 meters Scaled)
 KY1322
 KY1322                          SUPERSEDED SURVEY CONTROL
 KY1322
 KY1322  NGVD 29 (??/??/92)  336.404  (m)         1103.69   (f) ADJ UNCH    1 1
 KY1322
 KY1322.Superseded values are not recommended for survey control.
 KY1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1322.See file dsdata.txt to determine how the superseded data were derived.
 KY1322
 KY1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF984300(NAD 83)
 KY1322_MARKER: DB = BENCH MARK DISK
 KY1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1322_STAMPING: A 159 1950
 KY1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1322+STABILITY: SURFACE MOTION
 KY1322
 KY1322  HISTORY     - Date     Condition        Report By
 KY1322  HISTORY     - 1950     MONUMENTED       CGS
 KY1322  HISTORY     - 1966     GOOD             NGS
 KY1322  HISTORY     - 20021026 MARK NOT FOUND   USPSQD
 KY1322
 KY1322                          STATION DESCRIPTION
 KY1322
 KY1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1322'AT SEBRING.
 KY1322'AT SEBRING, ALONG THE PENNSYLVANIA RAILROAD, IN SECTION 27,
 KY1322'R 5 W, T 18 N, NEAR THE 15 TH STREET CROSSING, ABOUT 0.1 MILE
 KY1322'WEST OF MILEPOST P 79, 45.8 FEET NORTH OF THE NORTH RAIL OF THE
 KY1322'NEAR TRACK, 17.1 FEET EAST OF THE EAST CURB OF 15 TH STREET,
 KY1322'21 1/2 FEET NORTHEAST OF A METAL LIGHT POLE, 2.4 FEET EAST OF
 KY1322'THE EAST EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK, 1 FOOT
 KY1322'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 KY1322'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 KY1322
 KY1322                          STATION RECOVERY (2002)
 KY1322
 KY1322'RECOVERY NOTE BY US POWER SQUADRON 2002
 KY1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0045 ***********************************************************************
 MD0045  DESIGNATION -  A 16
 MD0045  PID         -  MD0045
 MD0045  STATE/COUNTY-  OH/FULTON
 MD0045  USGS QUAD   -  MORENCI (1977)
 MD0045
 MD0045                         *CURRENT SURVEY CONTROL
 MD0045  ___________________________________________________________________
 MD0045* NAD 83(1995)-  41 42 20.08549(N)    084 08 55.19309(W)     ADJUSTED  
 MD0045* NAVD 88     -       242.785  (meters)     796.54   (feet)  ADJUSTED  
 MD0045  ___________________________________________________________________
 MD0045  X           -     486,185.565 (meters)                     COMP
 MD0045  Y           -  -4,744,125.807 (meters)                     COMP
 MD0045  Z           -   4,221,384.226 (meters)                     COMP
 MD0045  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 MD0045  ELLIP HEIGHT-         208.03  (meters)          (10/07/05) GPS OBS
 MD0045  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 MD0045  DYNAMIC HT  -         242.691 (meters)     796.23  (feet)  COMP
 MD0045  MODELED GRAV-     980,233.9   (mgal)                       NAVD 88
 MD0045
 MD0045  HORZ ORDER  -  FIRST
 MD0045  VERT ORDER  -  SECOND    CLASS 0
 MD0045  ELLP ORDER  -  FOURTH    CLASS I
 MD0045
 MD0045.The horizontal coordinates were established by GPS observations
 MD0045.and adjusted by the National Geodetic Survey in April 1998..
 MD0045
 MD0045.The orthometric height was determined by differential leveling
 MD0045.and adjusted by the National Geodetic Survey in June 1991..
 MD0045
 MD0045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0045
 MD0045.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0045
 MD0045.The ellipsoidal height was determined by GPS observations
 MD0045.and is referenced to NAD 83.
 MD0045
 MD0045.The geoid height was determined by GEOID03.
 MD0045
 MD0045.The dynamic height is computed by dividing the NAVD 88
 MD0045.geopotential number by the normal gravity value computed on the
 MD0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0045.degrees latitude (g = 980.6199 gals.).
 MD0045
 MD0045.The modeled gravity was interpolated from observed gravity values.
 MD0045
 MD0045;                    North         East     Units Scale Factor Converg.
 MD0045;SPC OH N     -   227,716.880   462,787.061   MT  1.00000108   -1 04 59.1
 MD0045;UTM  16      - 4,621,016.942   737,237.603   MT  1.00029264   +1 53 52.4
 MD0045
 MD0045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0045!SPC OH N     -   0.99996737  x   1.00000108  =   0.99996845
 MD0045!UTM  16      -   0.99996737  x   1.00029264  =   1.00026000
 MD0045
 MD0045                          SUPERSEDED SURVEY CONTROL
 MD0045
 MD0045  ELLIP H (04/01/98)  208.07   (m)                       GP(       ) 4 1
 MD0045  NAD 83(1995)-  41 42 20.08543(N)    084 08 55.19297(W) AD(       ) 1
 MD0045  NAD 83(1986)-  41 42 20.09290(N)    084 08 55.20894(W) AD(       ) 1
 MD0045  NAVD 88 (07/11/96)  242.78   (m)          796.5    (f) LEVELING    3  
 MD0045  NGVD 29 (??/??/92)  242.950  (m)          797.08   (f) ADJ UNCH    2 0
 MD0045
 MD0045.Superseded values are not recommended for survey control.
 MD0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0045.See file dsdata.txt to determine how the superseded data were derived.
 MD0045
 MD0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3723821017(NAD 83)
 MD0045_MARKER: DB = BENCH MARK DISK
 MD0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0045_SP_SET: SEMAPHORE BASE
 MD0045_STAMPING: A 16 1934
 MD0045_MARK LOGO: CGS   
 MD0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0045+STABILITY: SURFACE MOTION
 MD0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0045+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1996
 MD0045
 MD0045  HISTORY     - Date     Condition        Report By
 MD0045  HISTORY     - 1934     MONUMENTED       CGS
 MD0045  HISTORY     - 1959     GOOD             USGS
 MD0045  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MD0045  HISTORY     - 19960130 GOOD             WOOLPT
 MD0045
 MD0045                          STATION DESCRIPTION
 MD0045
 MD0045'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MD0045'AT DENSON.
 MD0045'AT DENSON, FULTON COUNTY, 18 FEET SOUTH OF THE SOUTHWEST CORNER
 MD0045'OF THE DETROIT, TOLEDO AND IRONTON RAILROAD STATION, 15 FEET
 MD0045'SOUTHEAST OF THE CROSSING OF THE EAST RAIL OF THE DETROIT, TOLEDO
 MD0045'AND IRONTON RAILROAD AND THE SOUTH RAIL OF THE TOLEDO AND WESTERN
 MD0045'RAILWAY, 8 FEET EAST OF THE EAST RAIL OF THE DETROIT, TOLEDO
 MD0045'AND IRONTON RAILROAD, IN THE TOP OF THE NORTHWEST CORNER OF THE
 MD0045'CONCRETE BASE OF A SEMAPHORE TOWER, AND ABOUT 6 INCHES LOWER THAN
 MD0045'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 16 1934.
 MD0045
 MD0045                          STATION RECOVERY (1985)
 MD0045
 MD0045'RECOVERY NOTE BY US POWER SQUADRON 1985
 MD0045'MARK NOT FOUND.
 MD0045
 MD0045                          STATION RECOVERY (1996)
 MD0045
 MD0045'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BS)
 MD0045'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1018 ***********************************************************************
 KY1018  DESIGNATION -  A 160
 KY1018  PID         -  KY1018
 KY1018  STATE/COUNTY-  OH/COLUMBIANA
 KY1018  USGS QUAD   -  EAST PALESTINE (1994)
 KY1018
 KY1018                         *CURRENT SURVEY CONTROL
 KY1018  ___________________________________________________________________
 KY1018* NAD 83(1986)-  40 51 14.     (N)    080 37 02.     (W)     SCALED    
 KY1018* NAVD 88     -       328.286  (meters)    1077.05   (feet)  ADJUSTED  
 KY1018  ___________________________________________________________________
 KY1018  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KY1018  DYNAMIC HT  -         328.122 (meters)    1076.51  (feet)  COMP
 KY1018  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 KY1018
 KY1018  VERT ORDER  -  FIRST     CLASS I
 KY1018
 KY1018.The horizontal coordinates were scaled from a topographic map and have
 KY1018.an estimated accuracy of +/- 6 seconds.
 KY1018
 KY1018.The orthometric height was determined by differential leveling
 KY1018.and adjusted by the National Geodetic Survey in June 1991..
 KY1018
 KY1018.The geoid height was determined by GEOID03.
 KY1018
 KY1018.The dynamic height is computed by dividing the NAVD 88
 KY1018.geopotential number by the normal gravity value computed on the
 KY1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1018.degrees latitude (g = 980.6199 gals.).
 KY1018
 KY1018.The modeled gravity was interpolated from observed gravity values.
 KY1018
 KY1018;                    North         East    Units  Estimated Accuracy
 KY1018;SPC OH N     -   133,550.      758,740.      MT  (+/- 180 meters Scaled)
 KY1018
 KY1018                          SUPERSEDED SURVEY CONTROL
 KY1018
 KY1018  NGVD 29 (??/??/92)  328.426  (m)         1077.51   (f) ADJ UNCH    1 1
 KY1018
 KY1018.Superseded values are not recommended for survey control.
 KY1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1018.See file dsdata.txt to determine how the superseded data were derived.
 KY1018
 KY1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF322226(NAD 83)
 KY1018_MARKER: DB = BENCH MARK DISK
 KY1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1018_STAMPING: A 160 1950
 KY1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1018+STABILITY: SURFACE MOTION
 KY1018
 KY1018  HISTORY     - Date     Condition        Report By
 KY1018  HISTORY     - 1950     MONUMENTED       CGS
 KY1018  HISTORY     - 1966     GOOD             NGS
 KY1018
 KY1018                          STATION DESCRIPTION
 KY1018
 KY1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1018'0.6 MI NW FROM NEW WATERFORD.
 KY1018'ABOUT 0.6 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1018'OVERPASS FOR MAIN STREET AT NEW WATERFORD, ABOUT 0.1 MILE SOUTHEAST
 KY1018'OF MILEPOST P 55, IN SECTION 19, R 1 W, T 8 N, 92 FEET SOUTHEAST
 KY1018'OF THE CENTER LINE OF A NARROW TRACK ROAD WHICH DEAD ENDS AT THE
 KY1018'TRACKS, 21.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 26 1/2 FEET
 KY1018'SOUTH OF SEMAPHORE NO. 550, 1.6 FEET SOUTHEAST OF A METAL WITNESS
 KY1018'POST, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 KY1018'OF A CONCRETE POST 0.2 FOOT BELOW THE LEVEL OF THE GROUND.  THE
 KY1018'ORIGINAL DESCRIPTION REPORTED THIS MARK AS PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0635 ***********************************************************************
 MB0635  DESIGNATION -  A 161
 MB0635  PID         -  MB0635
 MB0635  STATE/COUNTY-  OH/TRUMBULL
 MB0635  USGS QUAD   -  BRISTOLVILLE (1994)
 MB0635
 MB0635                         *CURRENT SURVEY CONTROL
 MB0635  ___________________________________________________________________
 MB0635* NAD 83(1986)-  41 26 52.     (N)    080 52 06.     (W)     SCALED    
 MB0635* NAVD 88     -       272.651  (meters)     894.52   (feet)  ADJUSTED  
 MB0635  ___________________________________________________________________
 MB0635  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 MB0635  DYNAMIC HT  -         272.542 (meters)     894.16  (feet)  COMP
 MB0635  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 MB0635
 MB0635  VERT ORDER  -  SECOND    CLASS 0
 MB0635
 MB0635.The horizontal coordinates were scaled from a topographic map and have
 MB0635.an estimated accuracy of +/- 6 seconds.
 MB0635
 MB0635.The orthometric height was determined by differential leveling
 MB0635.and adjusted by the National Geodetic Survey in June 1991..
 MB0635
 MB0635.The geoid height was determined by GEOID03.
 MB0635
 MB0635.The dynamic height is computed by dividing the NAVD 88
 MB0635.geopotential number by the normal gravity value computed on the
 MB0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0635.degrees latitude (g = 980.6199 gals.).
 MB0635
 MB0635.The modeled gravity was interpolated from observed gravity values.
 MB0635
 MB0635;                    North         East    Units  Estimated Accuracy
 MB0635;SPC OH N     -   199,060.      736,330.      MT  (+/- 180 meters Scaled)
 MB0635
 MB0635                          SUPERSEDED SURVEY CONTROL
 MB0635
 MB0635  NGVD 29 (??/??/92)  272.833  (m)          895.12   (f) ADJ UNCH    2 0
 MB0635
 MB0635.Superseded values are not recommended for survey control.
 MB0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0635.See file dsdata.txt to determine how the superseded data were derived.
 MB0635
 MB0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF109884(NAD 83)
 MB0635_MARKER: DB = BENCH MARK DISK
 MB0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0635_SP_SET: CULVERT
 MB0635_STAMPING: A 161 1950
 MB0635_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0635
 MB0635  HISTORY     - Date     Condition        Report By
 MB0635  HISTORY     - 1950     MONUMENTED       CGS
 MB0635  HISTORY     - 19900706 GOOD             OHDT
 MB0635
 MB0635                          STATION DESCRIPTION
 MB0635
 MB0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0635'1 MI S FROM NORTH BLOOMFIELD.
 MB0635'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 45 FROM THE SOUTH
 MB0635'END OF THE PARK AT NORTH BLOOMFIELD, AT A POWER TRANSFORMER.
 MB0635'IT IS IN THE TOP AND CENTER OF THE SOUTH HEADWALL OF A CULVERT
 MB0635'UNDER THE DRIVEWAY LEADING EAST TO THE TRANSFORMER, 18.8
 MB0635'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 MB0635'THE HIGHWAY.  A STANDARD DISK CEMENTED IN A DRILLED HOLE.
 MB0635
 MB0635                          STATION RECOVERY (1990)
 MB0635
 MB0635'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (JF)
 MB0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0654 ***********************************************************************
 MB0654  DESIGNATION -  A 163 RESET
 MB0654  PID         -  MB0654
 MB0654  STATE/COUNTY-  OH/TRUMBULL
 MB0654  USGS QUAD   -  WEST FARMINGTON (1994)
 MB0654
 MB0654                         *CURRENT SURVEY CONTROL
 MB0654  ___________________________________________________________________
 MB0654* NAD 83(1986)-  41 23 54.     (N)    080 57 17.     (W)     SCALED    
 MB0654* NAVD 88     -       259.16   (+/-2cm)     850.3    (feet)  VERTCON   
 MB0654  ___________________________________________________________________
 MB0654  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB0654
 MB0654  VERT ORDER  -  THIRD (See Below)
 MB0654
 MB0654.The horizontal coordinates were scaled from a topographic map and have
 MB0654.an estimated accuracy of +/- 6 seconds.
 MB0654
 MB0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB0654.The vertical order pertains to the NGVD 29 superseded value.
 MB0654
 MB0654.The geoid height was determined by GEOID03.
 MB0654
 MB0654;                    North         East    Units  Estimated Accuracy
 MB0654;SPC OH N     -   193,440.      729,210.      MT  (+/- 180 meters Scaled)
 MB0654
 MB0654                          SUPERSEDED SURVEY CONTROL
 MB0654
 MB0654  NGVD 29 (??/??/??)  259.34   (m)          850.9    (f) RESET       3  
 MB0654
 MB0654.Superseded values are not recommended for survey control.
 MB0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0654.See file dsdata.txt to determine how the superseded data were derived.
 MB0654
 MB0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF037829(NAD 83)
 MB0654_MARKER: DB = BENCH MARK DISK
 MB0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0654_STAMPING: A 163 RESET 1960
 MB0654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0654+STABILITY: SURFACE MOTION
 MB0654
 MB0654  HISTORY     - Date     Condition        Report By
 MB0654  HISTORY     - 1960     MONUMENTED       OHHD
 MB0654  HISTORY     - 19910530 GOOD             OHDT
 MB0654  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 MB0654  HISTORY     - 20021112 GOOD             USPSQD
 MB0654
 MB0654                          STATION DESCRIPTION
 MB0654
 MB0654'DESCRIBED BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1960
 MB0654'0.6 MI N FROM FARMINGTON.
 MB0654'ABOUT 0.55 MILE N ALONG NO. 534 OHIO HIGHWAY FROM ITS
 MB0654'INTERSECTION WITH NO. 88 OHIO HWY. IN EASTERN PART OF FARMINGTON
 MB0654'OR IN EAST FARMINGTON, 93 FEET N OF PROJECTED PLANE OF N WALL OF
 MB0654'HOUSE THAT IS ON CREST OF RIDGE AND ON W SIDE OF HIGHWAY, 17
 MB0654'FEET S OF PROJECTED PLANE OF S WALL OF HOUSE ON E SIDE OF HYW.,
 MB0654'52 FEET W OF CENTER LINE OF HWY., 1.7 FEET HIGHER THAN SAME, 3
 MB0654'FEET N OF GUYED POWER POLE, 1.8 FEET S OF STEEL WITNESS POST,
 MB0654'AND PROJECTING 0.2 FOOT ABOVE GROUND.
 MB0654
 MB0654                          STATION RECOVERY (1991)
 MB0654
 MB0654'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 MB0654'RECOVERED IN GOOD CONDITION.
 MB0654
 MB0654                          STATION RECOVERY (2002)
 MB0654
 MB0654'RECOVERY NOTE BY US POWER SQUADRON 2002 (NPO)
 MB0654'BRIDGE HAS BEEN UPGRADED AND GIVEN NEW WINGS.  OLD WINGS CRUSHED AND
 MB0654'USED FOR FILL.
 MB0654
 MB0654                          STATION RECOVERY (2002)
 MB0654
 MB0654'RECOVERY NOTE BY US POWER SQUADRON 2002 (NPO)
 MB0654'TREE HAS GROWN AROUND WITNESS POLE (IMBEDDED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0493 ***********************************************************************
 MB0493  DESIGNATION -  A 164
 MB0493  PID         -  MB0493
 MB0493  STATE/COUNTY-  OH/TRUMBULL
 MB0493  USGS QUAD   -  WEST FARMINGTON (1994)
 MB0493
 MB0493                         *CURRENT SURVEY CONTROL
 MB0493  ___________________________________________________________________
 MB0493* NAD 83(1986)-  41 24 10.     (N)    080 59 24.     (W)     SCALED    
 MB0493* NAVD 88     -       281.668  (meters)     924.11   (feet)  ADJUSTED  
 MB0493  ___________________________________________________________________
 MB0493  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB0493  DYNAMIC HT  -         281.550 (meters)     923.72  (feet)  COMP
 MB0493  MODELED GRAV-     980,197.9   (mgal)                       NAVD 88
 MB0493
 MB0493  VERT ORDER  -  SECOND    CLASS 0
 MB0493
 MB0493.The horizontal coordinates were scaled from a topographic map and have
 MB0493.an estimated accuracy of +/- 6 seconds.
 MB0493
 MB0493.The orthometric height was determined by differential leveling
 MB0493.and adjusted by the National Geodetic Survey in June 1991..
 MB0493
 MB0493.The geoid height was determined by GEOID03.
 MB0493
 MB0493.The dynamic height is computed by dividing the NAVD 88
 MB0493.geopotential number by the normal gravity value computed on the
 MB0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0493.degrees latitude (g = 980.6199 gals.).
 MB0493
 MB0493.The modeled gravity was interpolated from observed gravity values.
 MB0493
 MB0493;                    North         East    Units  Estimated Accuracy
 MB0493;SPC OH N     -   193,880.      726,260.      MT  (+/- 180 meters Scaled)
 MB0493
 MB0493                          SUPERSEDED SURVEY CONTROL
 MB0493
 MB0493  NGVD 29 (??/??/92)  281.849  (m)          924.70   (f) ADJ UNCH    2 0
 MB0493
 MB0493.Superseded values are not recommended for survey control.
 MB0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0493.See file dsdata.txt to determine how the superseded data were derived.
 MB0493
 MB0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF008834(NAD 83)
 MB0493_MARKER: DB = BENCH MARK DISK
 MB0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0493_STAMPING: A 164 1950
 MB0493_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0493+STABILITY: SURFACE MOTION
 MB0493
 MB0493  HISTORY     - Date     Condition        Report By
 MB0493  HISTORY     - 1950     MONUMENTED       CGS
 MB0493  HISTORY     - 19910530 GOOD             OHDT
 MB0493
 MB0493                          STATION DESCRIPTION
 MB0493
 MB0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0493'1.4 MI NW FROM WEST FARMINGTON.
 MB0493'ABOUT 1.4 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0493'FROM THE STATION AT WEST FARMINGTON, AT A DIRT ROAD CROSSING
 MB0493'AND MILE-POST 105-28.  IT IS 45 FEET NORTHEAST OF THE NORTHEAST
 MB0493'RAIL, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 25.8 FEET
 MB0493'SOUTHEAST OF MILE-POST 105-28, 4.2 FEET WEST OF THE CORNER RIGHT
 MB0493'OF WAY POST, 2 FEET NORTHWEST OF A WHITE WITNESS POST AND ABOUT
 MB0493'LEVEL WITH THE TRACK.  A STANDARD DISK SET IN THE TOP OF A
 MB0493'CONCRETE POST PROJECTING 2 INCHES.
 MB0493
 MB0493                          STATION RECOVERY (1991)
 MB0493
 MB0493'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 MB0493'------ REPORT BY ODOT --------1991--------- CONDITION - GOOD --------
 MB0493'NOTE*NEW DESCRIPION. FROM WEST FARMINGTON GO 0.8 MILES (1.3 KM) WEST
 MB0493'FROM THE INTERSECTION OF THIRD STREET AND STATE ROUTE 88 TO
 MB0493'CURTIS-MIDDLEFIELD ROAD THEN GO NORTH FOR 0.8 MILES (1.3 KM) TO AN
 MB0493'ABANDONED SET OF RAILROAD TRACKS.THE MARK IS 30 FEET (9.1 M) WEST OF
 MB0493'THE CENTER LINE OF CURTIS-MIDDLEFIELD ROAD. 4.5 FEET (1.4 M)
 MB0493'EAST-SOUTH-EAST OF AN EAST OHIO GAS VENT. 4 FEET (1.2 M) SOUTH WEST OF
 MB0493'R/W I.P FOUND. 7 FEET (2.1 M) NORTH WEST OF TELEPHONE CO BURIED CABLE
 MB0493'MARKER.  MILE POST 105-28 GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0197 ***********************************************************************
 LA0197  DESIGNATION -  A 165
 LA0197  PID         -  LA0197
 LA0197  STATE/COUNTY-  OH/MIAMI
 LA0197  USGS QUAD   -  PIQUA EAST (1984)
 LA0197
 LA0197                         *CURRENT SURVEY CONTROL
 LA0197  ___________________________________________________________________
 LA0197* NAD 83(1986)-  40 08 47.     (N)    084 14 33.     (W)     SCALED    
 LA0197* NAVD 88     -       265.392  (meters)     870.71   (feet)  ADJUSTED  
 LA0197  ___________________________________________________________________
 LA0197  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LA0197  DYNAMIC HT  -         265.260 (meters)     870.27  (feet)  COMP
 LA0197  MODELED GRAV-     980,121.7   (mgal)                       NAVD 88
 LA0197
 LA0197  VERT ORDER  -  FIRST     CLASS II
 LA0197
 LA0197.The horizontal coordinates were scaled from a topographic map and have
 LA0197.an estimated accuracy of +/- 6 seconds.
 LA0197
 LA0197.The orthometric height was determined by differential leveling
 LA0197.and adjusted by the National Geodetic Survey in June 1991..
 LA0197
 LA0197.The geoid height was determined by GEOID03.
 LA0197
 LA0197.The dynamic height is computed by dividing the NAVD 88
 LA0197.geopotential number by the normal gravity value computed on the
 LA0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0197.degrees latitude (g = 980.6199 gals.).
 LA0197
 LA0197.The modeled gravity was interpolated from observed gravity values.
 LA0197
 LA0197;                    North         East    Units  Estimated Accuracy
 LA0197;SPC OH S     -   239,720.      451,530.      MT  (+/- 180 meters Scaled)
 LA0197
 LA0197                          SUPERSEDED SURVEY CONTROL
 LA0197
 LA0197  NGVD 29 (??/??/92)  265.584  (m)          871.34   (f) ADJ UNCH    1 2
 LA0197
 LA0197.Superseded values are not recommended for survey control.
 LA0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0197.See file dsdata.txt to determine how the superseded data were derived.
 LA0197
 LA0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK348476(NAD 83)
 LA0197_MARKER: DB = BENCH MARK DISK
 LA0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0197_SP_SET: ABUTMENT
 LA0197_STAMPING: A 165 1954
 LA0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0197
 LA0197  HISTORY     - Date     Condition        Report By
 LA0197  HISTORY     - 1954     MONUMENTED       CGS
 LA0197  HISTORY     - 1979     GOOD             DOD
 LA0197  HISTORY     - 19930621 MARK NOT FOUND   NGS
 LA0197
 LA0197                          STATION DESCRIPTION
 LA0197
 LA0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0197'AT PIQUA.
 LA0197'AT PIQUA, AT THE OVERPASS OF THE PENNSYLVANIA RAILROAD OVER
 LA0197'WAYNE STREET, NEAR THE P.R.R. RAILROAD STATION, SET VERTICALLY
 LA0197'IN THE EAST FACE OF THE WEST CONCRETE ABUTMENT OF OVERPASS,
 LA0197'27 1/2 FEET WEST OF WEST CURB OF WAYNE STREET, 2 FEET NORTH
 LA0197'OF SOUTHEAST CORNER OF WEST CONCRETE ABUTMENT, AND 2.7 FEET
 LA0197'ABOVE LEVEL OF WAYNE STREET SIDE WALK.
 LA0197
 LA0197                          STATION RECOVERY (1979)
 LA0197
 LA0197'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 LA0197'RECOVERED IN GOOD CONDITION.
 LA0197
 LA0197                          STATION RECOVERY (1993)
 LA0197
 LA0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0197'THE DESCRIBED LOCATION IS NOW A PARKING LOT.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0153 ***********************************************************************
 LA0153  DESIGNATION -  A 166
 LA0153  PID         -  LA0153
 LA0153  STATE/COUNTY-  OH/SHELBY
 LA0153  USGS QUAD   -  BOTKINS (1984)
 LA0153
 LA0153                         *CURRENT SURVEY CONTROL
 LA0153  ___________________________________________________________________
 LA0153* NAD 83(1986)-  40 23 46.     (N)    084 10 25.     (W)     SCALED    
 LA0153* NAVD 88     -       317.349  (meters)    1041.17   (feet)  ADJUSTED  
 LA0153  ___________________________________________________________________
 LA0153  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LA0153  DYNAMIC HT  -         317.193 (meters)    1040.66  (feet)  COMP
 LA0153  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LA0153
 LA0153  VERT ORDER  -  FIRST     CLASS II
 LA0153
 LA0153.The horizontal coordinates were scaled from a topographic map and have
 LA0153.an estimated accuracy of +/- 6 seconds.
 LA0153
 LA0153.The orthometric height was determined by differential leveling
 LA0153.and adjusted by the National Geodetic Survey in June 1991..
 LA0153
 LA0153.The geoid height was determined by GEOID03.
 LA0153
 LA0153.The dynamic height is computed by dividing the NAVD 88
 LA0153.geopotential number by the normal gravity value computed on the
 LA0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0153.degrees latitude (g = 980.6199 gals.).
 LA0153
 LA0153.The modeled gravity was interpolated from observed gravity values.
 LA0153
 LA0153;                    North         East    Units  Estimated Accuracy
 LA0153;SPC OH N     -    82,370.      457,920.      MT  (+/- 180 meters Scaled)
 LA0153
 LA0153                          SUPERSEDED SURVEY CONTROL
 LA0153
 LA0153  NGVD 29 (??/??/92)  317.529  (m)         1041.76   (f) ADJ UNCH    1 2
 LA0153
 LA0153.Superseded values are not recommended for survey control.
 LA0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0153.See file dsdata.txt to determine how the superseded data were derived.
 LA0153
 LA0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK398755(NAD 83)
 LA0153_MARKER: DB = BENCH MARK DISK
 LA0153_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA0153_SP_SET: FOOTING
 LA0153_STAMPING: A 166 1954
 LA0153_MARK LOGO: CGS   
 LA0153_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0153+STABILITY: SURFACE MOTION
 LA0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0153+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 LA0153
 LA0153  HISTORY     - Date     Condition        Report By
 LA0153  HISTORY     - 1954     MONUMENTED       CGS
 LA0153  HISTORY     - 19930629 GOOD             NGS
 LA0153
 LA0153                          STATION DESCRIPTION
 LA0153
 LA0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0153'4.9 MI S FROM BOTKINS.
 LA0153'ABOUT 4.9 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0153'FROM THE STATION AT BOTKINS, AT ANNA, ABOUT 5 1/2 BLOCKS EAST
 LA0153'OF THE RAILROAD, AT THE EAST END OF NORTH STREET, ABOUT 1 BLOCK
 LA0153'EAST OF U.S. HIGHWAY 25, IN THE TOP OF THE WEST CORNER OF
 LA0153'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF THE CITY WATER,
 LA0153'ABOUT 3 FEET ABOVE LEVEL OF NORTH STREET AND ABOUT 1 FOOT ABOVE
 LA0153'GROUND.
 LA0153
 LA0153                          STATION RECOVERY (1993)
 LA0153
 LA0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0153'IN ANNA, AT THE INTERSECTION OF STATE HIGHWAY 29A (WEST PINE STREET)
 LA0153'AND EAST NORTH STREET, NEAR THE WEST CORNER OF A CONCRETE FOOTING FOR
 LA0153'THE NORTHWEST LEG OF THE CITY WATER TANK, 76.1 M (249.7 FT) EAST OF
 LA0153'THE HIGHWAY CENTERLINE, 3.0 M (9.8 FT) NORTH OF THE EXTENDED CENTER
 LA0153'OF THE STREET, AND 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0088 ***********************************************************************
 LA0088  DESIGNATION -  A 167
 LA0088  PID         -  LA0088
 LA0088  STATE/COUNTY-  OH/AUGLAIZE
 LA0088  USGS QUAD   -  CRIDERSVILLE (1983)
 LA0088
 LA0088                         *CURRENT SURVEY CONTROL
 LA0088  ___________________________________________________________________
 LA0088* NAD 83(1986)-  40 37 44.     (N)    084 09 29.     (W)     SCALED    
 LA0088* NAVD 88     -       273.481  (meters)     897.25   (feet)  ADJUSTED  
 LA0088  ___________________________________________________________________
 LA0088  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 LA0088  DYNAMIC HT  -         273.345 (meters)     896.80  (feet)  COMP
 LA0088  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 LA0088
 LA0088  VERT ORDER  -  FIRST     CLASS II
 LA0088
 LA0088.The horizontal coordinates were scaled from a topographic map and have
 LA0088.an estimated accuracy of +/- 6 seconds.
 LA0088
 LA0088.The orthometric height was determined by differential leveling
 LA0088.and adjusted by the National Geodetic Survey in June 1991..
 LA0088
 LA0088.The geoid height was determined by GEOID03.
 LA0088
 LA0088.The dynamic height is computed by dividing the NAVD 88
 LA0088.geopotential number by the normal gravity value computed on the
 LA0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0088.degrees latitude (g = 980.6199 gals.).
 LA0088
 LA0088.The modeled gravity was interpolated from observed gravity values.
 LA0088
 LA0088;                    North         East    Units  Estimated Accuracy
 LA0088;SPC OH N     -   108,180.      459,730.      MT  (+/- 180 meters Scaled)
 LA0088
 LA0088                          SUPERSEDED SURVEY CONTROL
 LA0088
 LA0088  NGVD 29 (??/??/92)  273.654  (m)          897.81   (f) ADJ UNCH    1 2
 LA0088
 LA0088.Superseded values are not recommended for survey control.
 LA0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0088.See file dsdata.txt to determine how the superseded data were derived.
 LA0088
 LA0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL403014(NAD 83)
 LA0088_MARKER: DB = BENCH MARK DISK
 LA0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0088_SP_SET: CONCRETE POST
 LA0088_STAMPING: A 167 1954
 LA0088_MARK LOGO: CGS   
 LA0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0088+STABILITY: SURFACE MOTION
 LA0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0088+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0088
 LA0088  HISTORY     - Date     Condition        Report By
 LA0088  HISTORY     - 1954     MONUMENTED       CGS
 LA0088  HISTORY     - 19930708 GOOD             NGS
 LA0088
 LA0088                          STATION DESCRIPTION
 LA0088
 LA0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0088'4.2 MI N FROM WAPAKONETA.
 LA0088'ABOUT 4.25 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0088'THE STATION AT WAPAKONETA, 52 FEET NORTHEAST OF MILE POST C 122 -
 LA0088'T 80, 47 FEET EAST OF EAST RAIL, 238 1/2 FEET NORTHEAST OF CENTER
 LA0088'OF AN EAST-WEST BLACK TOP ROAD CROSSING, 1 FOOT WEST OF A FENCE
 LA0088'LINE, 37 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 186 1/2 FEET
 LA0088'NORTH OF A FENCE CORNER, 215 FEET NORTHEAST OF CROSSING WARNING
 LA0088'SIGN NO. 7454, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0088'5 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 LA0088'POST PROJECTING 3 INCHES.
 LA0088
 LA0088                          STATION RECOVERY (1993)
 LA0088
 LA0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0088'11.7 KM (7.25 MI) SOUTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM
 LA0088'THE JUNCTION OF STATE HIGHWAY 117 IN LIMA, 65.2 M (213.9 FT) NORTH OF
 LA0088'THE CENTER OF BUCKLAND HOLDEN ROAD, 15.8 M (51.8 FT) NORTHEAST OF
 LA0088'MILEPOST 122, 14.2 M (46.6 FT) SOUTHEAST OF THE NEAR RAIL, 1.6 M (5.2
 LA0088'FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTHWEST OF A
 LA0088'FENCE, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 LA0088'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0041 ***********************************************************************
 LA0041  DESIGNATION -  A 168
 LA0041  PID         -  LA0041
 LA0041  STATE/COUNTY-  OH/ALLEN
 LA0041  USGS QUAD   -  CAIRO (1983)
 LA0041
 LA0041                         *CURRENT SURVEY CONTROL
 LA0041  ___________________________________________________________________
 LA0041* NAD 83(1986)-  40 45 07.     (N)    084 06 05.     (W)     SCALED    
 LA0041* NAVD 88     -       269.177  (meters)     883.12   (feet)  ADJUSTED  
 LA0041  ___________________________________________________________________
 LA0041  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 LA0041  DYNAMIC HT  -         269.046 (meters)     882.70  (feet)  COMP
 LA0041  MODELED GRAV-     980,128.3   (mgal)                       NAVD 88
 LA0041
 LA0041  VERT ORDER  -  FIRST     CLASS II
 LA0041
 LA0041.The horizontal coordinates were scaled from a topographic map and have
 LA0041.an estimated accuracy of +/- 6 seconds.
 LA0041
 LA0041.The orthometric height was determined by differential leveling
 LA0041.and adjusted by the National Geodetic Survey in June 1991..
 LA0041
 LA0041.The geoid height was determined by GEOID03.
 LA0041
 LA0041.The dynamic height is computed by dividing the NAVD 88
 LA0041.geopotential number by the normal gravity value computed on the
 LA0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0041.degrees latitude (g = 980.6199 gals.).
 LA0041
 LA0041.The modeled gravity was interpolated from observed gravity values.
 LA0041
 LA0041;                    North         East    Units  Estimated Accuracy
 LA0041;SPC OH N     -   121,760.      464,780.      MT  (+/- 180 meters Scaled)
 LA0041
 LA0041                          SUPERSEDED SURVEY CONTROL
 LA0041
 LA0041  NGVD 29 (??/??/92)  269.346  (m)          883.68   (f) ADJ UNCH    1 2
 LA0041
 LA0041.Superseded values are not recommended for survey control.
 LA0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0041.See file dsdata.txt to determine how the superseded data were derived.
 LA0041
 LA0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL447152(NAD 83)
 LA0041_MARKER: DB = BENCH MARK DISK
 LA0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0041_STAMPING: A 168 1954
 LA0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0041+STABILITY: SURFACE MOTION
 LA0041
 LA0041  HISTORY     - Date     Condition        Report By
 LA0041  HISTORY     - 1954     MONUMENTED       CGS
 LA0041  HISTORY     - 1961     GOOD             NGS
 LA0041  HISTORY     - 19930629 MARK NOT FOUND   NGS
 LA0041
 LA0041                          STATION DESCRIPTION
 LA0041
 LA0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0041'AT LIMA.
 LA0041'AT LIMA, ABOUT 0.65 MILE NORTH ALONG THE BALTIMORE AND OHIO
 LA0041'RAILROAD FROM THE STATION, AT THE CROSSING OF EAST FLANDERS
 LA0041'AVENUE, ACROSS TRACKS FROM A POINT BETWEEN TELEPHONE POLES 131/12
 LA0041'AND 131/13, 24 FEET WEST OF WEST RAIL OF WEST TRACK, 67 FEET
 LA0041'NORTH OF CENTER LINE OF EAST FLANDERS AVENUE, 87 FEET NORTH AND
 LA0041'ACROSS EAST FLANDERS AVENUE FROM CROSSING WARNING SIGN NO. 7473,
 LA0041'56 FEET WEST OF WEST RAIL OF WEST MAIN TRACK, 5 1/2 FEET NORTH OF
 LA0041'POWER POLE NO. 850 D 2-117, ABOUT LEVEL WITH TRACK AND SET IN
 LA0041'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA0041
 LA0041                          STATION RECOVERY (1961)
 LA0041
 LA0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LA0041'RECOVERED IN GOOD CONDITION.
 LA0041
 LA0041                          STATION RECOVERY (1993)
 LA0041
 LA0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0041'THE STEM OF THE DISK IS ALL THAT REMAINS.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0211 ***********************************************************************
 MD0211  DESIGNATION -  A 169
 MD0211  PID         -  MD0211
 MD0211  STATE/COUNTY-  OH/PUTNAM
 MD0211  USGS QUAD   -  OTTAWA (1977)
 MD0211
 MD0211                         *CURRENT SURVEY CONTROL
 MD0211  ___________________________________________________________________
 MD0211* NAD 83(1986)-  41 01 10.     (N)    084 02 48.     (W)     SCALED    
 MD0211* NAVD 88     -       223.761  (meters)     734.12   (feet)  ADJUSTED  
 MD0211  ___________________________________________________________________
 MD0211  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MD0211  DYNAMIC HT  -         223.654 (meters)     733.77  (feet)  COMP
 MD0211  MODELED GRAV-     980,140.4   (mgal)                       NAVD 88
 MD0211
 MD0211  VERT ORDER  -  FIRST     CLASS II
 MD0211
 MD0211.The horizontal coordinates were scaled from a topographic map and have
 MD0211.an estimated accuracy of +/- 6 seconds.
 MD0211
 MD0211.The orthometric height was determined by differential leveling
 MD0211.and adjusted by the National Geodetic Survey in June 1991..
 MD0211
 MD0211.The geoid height was determined by GEOID03.
 MD0211
 MD0211.The dynamic height is computed by dividing the NAVD 88
 MD0211.geopotential number by the normal gravity value computed on the
 MD0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0211.degrees latitude (g = 980.6199 gals.).
 MD0211
 MD0211.The modeled gravity was interpolated from observed gravity values.
 MD0211
 MD0211;                    North         East    Units  Estimated Accuracy
 MD0211;SPC OH N     -   151,370.      469,920.      MT  (+/- 180 meters Scaled)
 MD0211
 MD0211                          SUPERSEDED SURVEY CONTROL
 MD0211
 MD0211  NGVD 29 (??/??/92)  223.935  (m)          734.69   (f) ADJ UNCH    1 2
 MD0211
 MD0211.Superseded values are not recommended for survey control.
 MD0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0211.See file dsdata.txt to determine how the superseded data were derived.
 MD0211
 MD0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL483451(NAD 83)
 MD0211_MARKER: DB = BENCH MARK DISK
 MD0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0211_SP_SET: WATER TABLE
 MD0211_STAMPING: A 169 1954
 MD0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0211
 MD0211  HISTORY     - Date     Condition        Report By
 MD0211  HISTORY     - 1954     MONUMENTED       CGS
 MD0211
 MD0211                          STATION DESCRIPTION
 MD0211
 MD0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MD0211'AT OTTAWA.
 MD0211'AT OTTAWA, ABOUT 2 BLOCKS EAST ALONG MAIN STREET FROM THE
 MD0211'CROSSING OF THE BALTIMORE AND OHIO RAILROAD, AT THE NORTHEAST
 MD0211'CORNER OF COURT HOUSE, 149 FEET NORTH OF NORTH CURB OF EAST MAIN
 MD0211'STREET, 36 FEET WEST OF WEST CURB OF HICKORY STREET, IN THE TOP
 MD0211'AND 1 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF WATER TABLE AT
 MD0211'NORTHEAST CORNER OF COURT HOUSE AND ABOUT 3 1/2 FEET ABOVE
 MD0211'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0149 ***********************************************************************
 MD0149  DESIGNATION -  A 17
 MD0149  PID         -  MD0149
 MD0149  STATE/COUNTY-  OH/HENRY
 MD0149  USGS QUAD   -  MALINTA (1971)
 MD0149
 MD0149                         *CURRENT SURVEY CONTROL
 MD0149  ___________________________________________________________________
 MD0149* NAD 83(1986)-  41 15 32.     (N)    084 01 55.     (W)     SCALED    
 MD0149* NAVD 88     -       213.175  (meters)     699.39   (feet)  ADJUSTED  
 MD0149  ___________________________________________________________________
 MD0149  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 MD0149  DYNAMIC HT  -         213.078 (meters)     699.07  (feet)  COMP
 MD0149  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 MD0149
 MD0149  VERT ORDER  -  SECOND    CLASS 0
 MD0149
 MD0149.The horizontal coordinates were scaled from a topographic map and have
 MD0149.an estimated accuracy of +/- 6 seconds.
 MD0149
 MD0149.The orthometric height was determined by differential leveling
 MD0149.and adjusted by the National Geodetic Survey in June 1991..
 MD0149
 MD0149.The geoid height was determined by GEOID03.
 MD0149
 MD0149.The dynamic height is computed by dividing the NAVD 88
 MD0149.geopotential number by the normal gravity value computed on the
 MD0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0149.degrees latitude (g = 980.6199 gals.).
 MD0149
 MD0149.The modeled gravity was interpolated from observed gravity values.
 MD0149
 MD0149;                    North         East    Units  Estimated Accuracy
 MD0149;SPC OH N     -   177,940.      471,630.      MT  (+/- 180 meters Scaled)
 MD0149
 MD0149                          SUPERSEDED SURVEY CONTROL
 MD0149
 MD0149  NGVD 29 (??/??/92)  213.374  (m)          700.04   (f) ADJ UNCH    2 0
 MD0149
 MD0149.Superseded values are not recommended for survey control.
 MD0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0149.See file dsdata.txt to determine how the superseded data were derived.
 MD0149
 MD0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL486717(NAD 83)
 MD0149_MARKER: DB = BENCH MARK DISK
 MD0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0149_STAMPING: A 17 1934
 MD0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0149+STABILITY: SURFACE MOTION
 MD0149
 MD0149  HISTORY     - Date     Condition        Report By
 MD0149  HISTORY     - 1934     MONUMENTED       CGS
 MD0149  HISTORY     - 1961     MARK NOT FOUND   DOD
 MD0149
 MD0149                          STATION DESCRIPTION
 MD0149
 MD0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0149'2.1 MI N FROM HAMLER.
 MD0149'2.1 MILES NORTH ALONG THE DETROIT, TOLEDO AND IRONTON RAILROAD
 MD0149'FROM THE STATION AT HAMLER, HENRY COUNTY, 33 YARDS SOUTHWEST
 MD0149'OF POLE 94/30, 5 YARDS NORTHWEST OF THE WEST END OF A TILE
 MD0149'DRAIN PIPE UNDER THE TRACK, 9 YARDS WEST OF THE WEST RAIL,
 MD0149'2-1/2 FEET EAST OF A WIRE FENCE, AND ABOUT 2 FEET LOWER THAN THE
 MD0149'TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 17 1934 AND SET
 MD0149'IN THE TOP OF A CONCRETE POST.
 MD0149
 MD0149                          STATION RECOVERY (1961)
 MD0149
 MD0149'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1961
 MD0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0496 ***********************************************************************
 MC0496  DESIGNATION -  A 170
 MC0496  PID         -  MC0496
 MC0496  STATE/COUNTY-  OH/HENRY
 MC0496  USGS QUAD   -  DESHLER (1977)
 MC0496
 MC0496                         *CURRENT SURVEY CONTROL
 MC0496  ___________________________________________________________________
 MC0496* NAD 83(1986)-  41 12 24.     (N)    083 54 06.     (W)     SCALED    
 MC0496* NAVD 88     -       218.155  (meters)     715.73   (feet)  ADJUSTED  
 MC0496  ___________________________________________________________________
 MC0496  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC0496  DYNAMIC HT  -         218.053 (meters)     715.40  (feet)  COMP
 MC0496  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 MC0496
 MC0496  VERT ORDER  -  FIRST     CLASS I
 MC0496
 MC0496.The horizontal coordinates were scaled from a topographic map and have
 MC0496.an estimated accuracy of +/- 6 seconds.
 MC0496
 MC0496.The orthometric height was determined by differential leveling
 MC0496.and adjusted by the National Geodetic Survey in June 1991..
 MC0496
 MC0496.The geoid height was determined by GEOID03.
 MC0496
 MC0496.The dynamic height is computed by dividing the NAVD 88
 MC0496.geopotential number by the normal gravity value computed on the
 MC0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0496.degrees latitude (g = 980.6199 gals.).
 MC0496
 MC0496.The modeled gravity was interpolated from observed gravity values.
 MC0496
 MC0496;                    North         East    Units  Estimated Accuracy
 MC0496;SPC OH N     -   171,960.      482,450.      MT  (+/- 180 meters Scaled)
 MC0496
 MC0496                          SUPERSEDED SURVEY CONTROL
 MC0496
 MC0496  NGVD 29 (01/19/93)  218.345  (m)          716.35   (f) ADJUSTED    1 1
 MC0496
 MC0496.Superseded values are not recommended for survey control.
 MC0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0496.See file dsdata.txt to determine how the superseded data were derived.
 MC0496
 MC0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF567657(NAD 83)
 MC0496_MARKER: DB = BENCH MARK DISK
 MC0496_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0496_SP_SET: BUILDING
 MC0496_STAMPING: A 170 1954
 MC0496_MARK LOGO: CGS   
 MC0496_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0496+STABILITY: SURFACE MOTION
 MC0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0496+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1992
 MC0496
 MC0496  HISTORY     - Date     Condition        Report By
 MC0496  HISTORY     - 1954     MONUMENTED       CGS
 MC0496  HISTORY     - 1968     GOOD             NGS
 MC0496  HISTORY     - 1984     GOOD             USPSQD
 MC0496  HISTORY     - 1988     GOOD             USPSQD
 MC0496  HISTORY     - 19920930 GOOD             NGS
 MC0496
 MC0496                          STATION DESCRIPTION
 MC0496
 MC0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0496'AT DESHLER.
 MC0496'AT DESHLER, NEAR THE NORTH CORNER OF THE CROSSING OF THE TWO
 MC0496'MAIN LINE TRACKS OF THE BALTIMORE AND OHIO RAILROAD, SET
 MC0496'VERTICALLY IN THE NORTHEAST FACE OF THE NORTH CORNER OF THE
 MC0496'NORTHWEST WING OF THE BRICK RAILROAD STATION, 46.7 FEET NORTHWEST
 MC0496'OF THE NORTHWEST RAIL OF THE TRACK LEADING NORTHEAST, 1.1 FEET
 MC0496'NORTHEAST OF THE NORTH CORNER OF THE BUILDING, 2.3 FEET ABOVE
 MC0496'THE LEVEL OF THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE TRACK.
 MC0496'IN SECT. 23, R 8E, T 3 N.
 MC0496
 MC0496                          STATION RECOVERY (1984)
 MC0496
 MC0496'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0496'RECOVERED IN GOOD CONDITION.
 MC0496
 MC0496                          STATION RECOVERY (1988)
 MC0496
 MC0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (PAS)
 MC0496'RECOVERED IN GOOD CONDITION.
 MC0496
 MC0496                          STATION RECOVERY (1992)
 MC0496
 MC0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0496'IN DESHLER, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 MC0496'STATE HIGHWAY 18 (MAIN STREET), SET VERTICALLY IN THE NORTHEAST FACE
 MC0496'OF THE OLD RAILROAD STATION, 55.3 M (181.4 FT) SOUTHWEST OF THE
 MC0496'HIGHWAY CENTERLINE, 15.1 M (49.5 FT) NORTHWEST OF THE NEAR RAIL, 0.8
 MC0496'M (2.6 FT) ABOVE THE GROUND SURFACE, AND 0.3 M (1.0 FT) SOUTHEAST OF
 MC0496'THE NORTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0597 ***********************************************************************
 MC0597  DESIGNATION -  A 171
 MC0597  PID         -  MC0597
 MC0597  STATE/COUNTY-  OH/HENRY
 MC0597  USGS QUAD   -  DESHLER (1977)
 MC0597
 MC0597                         *CURRENT SURVEY CONTROL
 MC0597  ___________________________________________________________________
 MC0597* NAD 83(1986)-  41 12 23.     (N)    083 53 59.     (W)     SCALED    
 MC0597* NAVD 88     -       217.533  (meters)     713.69   (feet)  ADJUSTED  
 MC0597  ___________________________________________________________________
 MC0597  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC0597  DYNAMIC HT  -         217.432 (meters)     713.36  (feet)  COMP
 MC0597  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 MC0597
 MC0597  VERT ORDER  -  FIRST     CLASS I
 MC0597
 MC0597.The horizontal coordinates were scaled from a topographic map and have
 MC0597.an estimated accuracy of +/- 6 seconds.
 MC0597
 MC0597.The orthometric height was determined by differential leveling
 MC0597.and adjusted by the National Geodetic Survey in June 1991..
 MC0597
 MC0597.The geoid height was determined by GEOID03.
 MC0597
 MC0597.The dynamic height is computed by dividing the NAVD 88
 MC0597.geopotential number by the normal gravity value computed on the
 MC0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0597.degrees latitude (g = 980.6199 gals.).
 MC0597
 MC0597.The modeled gravity was interpolated from observed gravity values.
 MC0597
 MC0597;                    North         East    Units  Estimated Accuracy
 MC0597;SPC OH N     -   171,920.      482,610.      MT  (+/- 180 meters Scaled)
 MC0597
 MC0597                          SUPERSEDED SURVEY CONTROL
 MC0597
 MC0597  NGVD 29 (01/19/93)  217.725  (m)          714.32   (f) ADJUSTED    1 1
 MC0597
 MC0597.Superseded values are not recommended for survey control.
 MC0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0597.See file dsdata.txt to determine how the superseded data were derived.
 MC0597
 MC0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF568657(NAD 83)
 MC0597_MARKER: DB = BENCH MARK DISK
 MC0597_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0597_SP_SET: BUILDING
 MC0597_STAMPING: A 171 1954
 MC0597_MARK LOGO: CGS   
 MC0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0597+STABILITY: SURFACE MOTION
 MC0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0597+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1992
 MC0597
 MC0597  HISTORY     - Date     Condition        Report By
 MC0597  HISTORY     - 1954     MONUMENTED       CGS
 MC0597  HISTORY     - 1968     GOOD             NGS
 MC0597  HISTORY     - 1983     GOOD             LOCSUR
 MC0597  HISTORY     - 19920930 GOOD             NGS
 MC0597
 MC0597                          STATION DESCRIPTION
 MC0597
 MC0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0597'AT DESHLER.
 MC0597'AT DESHLER, ABOUT 0.15 MILE EAST ALONG THE BALTIMORE AND OHIO
 MC0597'RAILROAD FROM THE STATION, AT THE CROSSING OF EAST MAIN STREET,
 MC0597'AT THE NORTHEAST CORNER OF THE CROSSING OF EAST MAIN STREET AND
 MC0597'EAST STREET, SET VERTICALLY IN THE SOUTH FACE OF A CONCRETE
 MC0597'BLOCK BUILDING WITH A BRICK FRONT (REITERS SOHIO SERVICE STATION),
 MC0597'37 FEET NORTH OF THE NORTH CURB LINE OF EAST MAIN STREET, 0.7
 MC0597'FOOT WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 2 FEET ABOVE
 MC0597'THE LEVEL OF THE PARKING AREA AND ABOUT LEVEL WITH THE TRACK.
 MC0597'SEC 24, T3N, R8E.
 MC0597
 MC0597                          STATION RECOVERY (1983)
 MC0597
 MC0597'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0597'RECOVERED IN GOOD CONDITION.
 MC0597
 MC0597                          STATION RECOVERY (1992)
 MC0597
 MC0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0597'IN DECHLER, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 MC0597'STATE HIGHWAY 18 (MAIN STREET), SET VERTICALLY IN THE SOUTHWEST FACE
 MC0597'OF THE RIETORS GOODYEAR STORE, 24.6 M (80.7 FT) NORTH OF THE NEAR
 MC0597'RAIL, 16.6 M (54.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.7 M
 MC0597'(2.3 FT) ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT) NORTHWEST OF
 MC0597'THE SOUTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0495 ***********************************************************************
 MC0495  DESIGNATION -  A 172
 MC0495  PID         -  MC0495
 MC0495  STATE/COUNTY-  OH/HANCOCK
 MC0495  USGS QUAD   -  BLOOMDALE (1972)
 MC0495
 MC0495                         *CURRENT SURVEY CONTROL
 MC0495  ___________________________________________________________________
 MC0495* NAD 83(1995)-  41 09 49.46078(N)    083 30 09.57676(W)     ADJUSTED  
 MC0495* NAVD 88     -       230.796  (meters)     757.20   (feet)  ADJUSTED  
 MC0495  ___________________________________________________________________
 MC0495  X           -     544,148.505 (meters)                     COMP
 MC0495  Y           -  -4,777,902.422 (meters)                     COMP
 MC0495  Z           -   4,176,258.551 (meters)                     COMP
 MC0495  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 MC0495  ELLIP HEIGHT-         195.50  (meters)          (10/07/05) GPS OBS
 MC0495  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 MC0495  DYNAMIC HT  -         230.694 (meters)     756.87  (feet)  COMP
 MC0495  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 MC0495
 MC0495  HORZ ORDER  -  FIRST
 MC0495  VERT ORDER  -  FIRST     CLASS I
 MC0495  ELLP ORDER  -  FOURTH    CLASS I
 MC0495
 MC0495.The horizontal coordinates were established by GPS observations
 MC0495.and adjusted by the National Geodetic Survey in April 1998..
 MC0495
 MC0495.The orthometric height was determined by differential leveling
 MC0495.and adjusted by the National Geodetic Survey in April 1995..
 MC0495
 MC0495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC0495
 MC0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0495
 MC0495.The ellipsoidal height was determined by GPS observations
 MC0495.and is referenced to NAD 83.
 MC0495
 MC0495.The geoid height was determined by GEOID03.
 MC0495
 MC0495.The dynamic height is computed by dividing the NAVD 88
 MC0495.geopotential number by the normal gravity value computed on the
 MC0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0495.degrees latitude (g = 980.6199 gals.).
 MC0495
 MC0495.The modeled gravity was interpolated from observed gravity values.
 MC0495
 MC0495;                    North         East     Units Scale Factor Converg.
 MC0495;SPC OH N     -   166,727.793   515,856.967   MT  0.99994054   -0 39 31.3
 MC0495;UTM  17      - 4,559,953.247   290,035.143   MT  1.00014260   -1 38 52.4
 MC0495
 MC0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0495!SPC OH N     -   0.99996934  x   0.99994054  =   0.99990988
 MC0495!UTM  17      -   0.99996934  x   1.00014260  =   1.00011193
 MC0495
 MC0495                          SUPERSEDED SURVEY CONTROL
 MC0495
 MC0495  ELLIP H (04/01/98)  195.53   (m)                       GP(       ) 4 1
 MC0495  NAD 83(1986)-  41 09 49.47005(N)    083 30 09.58728(W) AD(       ) 1
 MC0495  NAVD 88 (06/15/91)  230.801  (m)          757.22   (f) UNKNOWN     1 1
 MC0495  NGVD 29 (01/19/93)  230.991  (m)          757.84   (f) ADJUSTED    1 1
 MC0495
 MC0495.Superseded values are not recommended for survey control.
 MC0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0495.See file dsdata.txt to determine how the superseded data were derived.
 MC0495
 MC0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF9003559953(NAD 83)
 MC0495_MARKER: DD = SURVEY DISK
 MC0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0495_SP_SET: CONCRETE POST
 MC0495_STAMPING: A 172 1954
 MC0495_MARK LOGO: CGS   
 MC0495_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0495+STABILITY: SURFACE MOTION
 MC0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0495+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 MC0495
 MC0495  HISTORY     - Date     Condition        Report By
 MC0495  HISTORY     - 1954     MONUMENTED       CGS
 MC0495  HISTORY     - 19921022 GOOD             NGS
 MC0495  HISTORY     - 19940922 GOOD             OH-063
 MC0495
 MC0495                          STATION DESCRIPTION
 MC0495
 MC0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MC0495'2.8 MI E FROM BLOOMDALE.
 MC0495'ABOUT 2.75 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0495'FROM THE STATION AT BLOOMDALE, AT THE CROSSING OF TURLEY ROAD,
 MC0495'ACROSS TRACK FROM A POINT ABOUT MIDWAY BETWEEN TELEPHONE POLES
 MC0495'41/18 AND 41/19, 49 FEET NORTH OF NORTH RAIL OF NORTH TRACK,
 MC0495'51 FEET NORTH-NORTHEAST OF CENTER OF CROSSING OF NORTH TRACK
 MC0495'AND TURLEY ROAD, 22 FEET EAST OF CENTER LINE OF TURLEY ROAD,
 MC0495'4 FEET SOUTH-SOUTHEAST OF POWER POLE NO. 162/6, 2 FEET SOUTHEAST
 MC0495'OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL
 MC0495'OF TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MC0495'4 INCHES.
 MC0495
 MC0495                          STATION RECOVERY (1992)
 MC0495
 MC0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0495'7.5 KM (4.65 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0495'JUNCTION OF U.S. HIGHWAY 23 IN FOSTORIA, 14.6 M (47.9 FT) NORTH OF
 MC0495'THE NEAR RAIL, 6.7 M (22.0 FT) EAST OF THE CENTER OF TURLEY ROAD, 1.7
 MC0495'M (5.6 FT) BELOW THE LEVEL OF THE TRACK, 1.2 M (3.9 FT) SOUTH OF A
 MC0495'UTILITY POLE WITH 3 GUY CABLES, 0.2 M (0.7 FT) EAST OF A WITNESS
 MC0495'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 MC0495'SURFACE.
 MC0495
 MC0495                          STATION RECOVERY (1994)
 MC0495
 MC0495'RECOVERY NOTE BY HANCOCK COUNTY OHIO 1994 (TM)
 MC0495'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0469 ***********************************************************************
 MC0469  DESIGNATION -  A 173
 MC0469  PID         -  MC0469
 MC0469  STATE/COUNTY-  OH/SENECA
 MC0469  USGS QUAD   -  BASCOM (1972)
 MC0469
 MC0469                         *CURRENT SURVEY CONTROL
 MC0469  ___________________________________________________________________
 MC0469* NAD 83(1986)-  41 08 05.     (N)    083 17 07.     (W)     SCALED    
 MC0469* NAVD 88     -       234.857  (meters)     770.53   (feet)  ADJUSTED  
 MC0469  ___________________________________________________________________
 MC0469  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 MC0469  DYNAMIC HT  -         234.755 (meters)     770.19  (feet)  COMP
 MC0469  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 MC0469
 MC0469  VERT ORDER  -  FIRST     CLASS I
 MC0469
 MC0469.The horizontal coordinates were scaled from a topographic map and have
 MC0469.an estimated accuracy of +/- 6 seconds.
 MC0469
 MC0469.The orthometric height was determined by differential leveling
 MC0469.and adjusted by the National Geodetic Survey in April 1995..
 MC0469
 MC0469.The geoid height was determined by GEOID03.
 MC0469
 MC0469.The dynamic height is computed by dividing the NAVD 88
 MC0469.geopotential number by the normal gravity value computed on the
 MC0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0469.degrees latitude (g = 980.6199 gals.).
 MC0469
 MC0469.The modeled gravity was interpolated from observed gravity values.
 MC0469
 MC0469;                    North         East    Units  Estimated Accuracy
 MC0469;SPC OH N     -   163,320.      534,070.      MT  (+/- 180 meters Scaled)
 MC0469
 MC0469                          SUPERSEDED SURVEY CONTROL
 MC0469
 MC0469  NAVD 88 (06/15/91)  234.859  (m)          770.53   (f) UNKNOWN     1 1
 MC0469  NGVD 29 (01/19/93)  235.048  (m)          771.15   (f) ADJUSTED    1 1
 MC0469
 MC0469.Superseded values are not recommended for survey control.
 MC0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0469.See file dsdata.txt to determine how the superseded data were derived.
 MC0469
 MC0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF081562(NAD 83)
 MC0469_MARKER: DB = BENCH MARK DISK
 MC0469_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0469_SP_SET: BUILDING
 MC0469_STAMPING: A 173 1954
 MC0469_MARK LOGO: CGS   
 MC0469_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0469+STABILITY: SURFACE MOTION
 MC0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0469+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0469
 MC0469  HISTORY     - Date     Condition        Report By
 MC0469  HISTORY     - 1954     MONUMENTED       CGS
 MC0469  HISTORY     - 1968     GOOD             NGS
 MC0469  HISTORY     - 19921022 GOOD             NGS
 MC0469
 MC0469                          STATION DESCRIPTION
 MC0469
 MC0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0469'AT BASCOM.
 MC0469'AT BASCOM, AT THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD
 MC0469'AND STATE HIGHWAY 635, SET VERTICALLY IN THE SOUTH FACE OF THE
 MC0469'SOUTHEAST CORNER OF THE ONE STORY RED BRICK OFFICE BUILDING OF
 MC0469'J.A. MILLER TILE COMPANY, 181 FEET NORTH OF THE NORTH RAIL OF
 MC0469'THE WESTBOUND TRACK, 54 FEET WEST OF THE CENTER LINE OF THE
 MC0469'HIGHWAY, 1.1 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 MC0469'1.4 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 6 FEET BELOW
 MC0469'THE LEVEL OF THE TRACK.
 MC0469
 MC0469                          STATION RECOVERY (1992)
 MC0469
 MC0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0469'IN BASCOM, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 MC0469'STATE HIGHWAY 635, SET VERTICALLY IN THE SOUTH FACE OF THE J.A.
 MC0469'MILLER TILE COMPANY, 55.2 M (181.1 FT)  NORTH OF THE NEAR RAIL, 16.5
 MC0469'M (54.1 FT)  WEST OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT)  ABOVE
 MC0469'THE GROUND SURFACE, AND 0.3 M (1.0 FT)  WEST OF THE SOUTHEAST CORNER
 MC0469'OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0234 ***********************************************************************
 MC0234  DESIGNATION -  A 174
 MC0234  PID         -  MC0234
 MC0234  STATE/COUNTY-  OH/SENECA
 MC0234  USGS QUAD   -  ATTICA (1972)
 MC0234
 MC0234                         *CURRENT SURVEY CONTROL
 MC0234  ___________________________________________________________________
 MC0234* NAD 83(1986)-  41 05 26.     (N)    082 54 01.     (W)     SCALED    
 MC0234* NAVD 88     -       288.281  (meters)     945.80   (feet)  ADJUSTED  
 MC0234  ___________________________________________________________________
 MC0234  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 MC0234  DYNAMIC HT  -         288.148 (meters)     945.37  (feet)  COMP
 MC0234  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 MC0234
 MC0234  VERT ORDER  -  FIRST     CLASS I
 MC0234
 MC0234.The horizontal coordinates were scaled from a topographic map and have
 MC0234.an estimated accuracy of +/- 6 seconds.
 MC0234
 MC0234.The orthometric height was determined by differential leveling
 MC0234.and adjusted by the National Geodetic Survey in June 1991..
 MC0234
 MC0234.The geoid height was determined by GEOID03.
 MC0234
 MC0234.The dynamic height is computed by dividing the NAVD 88
 MC0234.geopotential number by the normal gravity value computed on the
 MC0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0234.degrees latitude (g = 980.6199 gals.).
 MC0234
 MC0234.The modeled gravity was interpolated from observed gravity values.
 MC0234
 MC0234;                    North         East    Units  Estimated Accuracy
 MC0234;SPC OH N     -   158,190.      566,370.      MT  (+/- 180 meters Scaled)
 MC0234
 MC0234                          SUPERSEDED SURVEY CONTROL
 MC0234
 MC0234  NGVD 29 (01/19/93)  288.445  (m)          946.34   (f) ADJUSTED    1 1
 MC0234
 MC0234.Superseded values are not recommended for survey control.
 MC0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0234.See file dsdata.txt to determine how the superseded data were derived.
 MC0234
 MC0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF403505(NAD 83)
 MC0234_MARKER: DB = BENCH MARK DISK
 MC0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0234_SP_SET: CONCRETE POST
 MC0234_STAMPING: A 174 1954
 MC0234_MARK LOGO: CGS   
 MC0234_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0234+STABILITY: SURFACE MOTION
 MC0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0234+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0234
 MC0234  HISTORY     - Date     Condition        Report By
 MC0234  HISTORY     - 1954     MONUMENTED       CGS
 MC0234  HISTORY     - 1968     GOOD             NGS
 MC0234  HISTORY     - 19921023 GOOD             NGS
 MC0234
 MC0234                          STATION DESCRIPTION
 MC0234
 MC0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0234'6.7 MI E FROM REPUBLIC.
 MC0234'ABOUT 6.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0234'THE CROSSING OF STATE HIGHWAY 67 AT REPUBLIC, 304 1/2 FEET
 MC0234'NORTH OF THE CENTER OF THE CROSSING OF REED TWP ROAD NO. 81
 MC0234'AND THE WEST BOUND TRACK, THE ROAD CROSSES THE TRACK AT MILEPOLE
 MC0234'9-26, AT THE SOUTHWEST CORNER OF A WOODED AREA, 32 1/2 FEET
 MC0234'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A WOODS ROAD LEADING
 MC0234'EAST, 35 1/2 FEET SOUTHWEST OF A 24-INCH HICKORY TREE, 21 FEET
 MC0234'EAST OF THE CENTER LINE OF REED TWP ROAD NO 81, 24 FEET
 MC0234'SOUTH OF THE CENTER LINE OF THE WOODS ROAD, 1.1 FEET NORTH
 MC0234'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 10
 MC0234'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 MC0234'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 MC0234
 MC0234                          STATION RECOVERY (1992)
 MC0234
 MC0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0234'16.3 KM (10.10 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM
 MC0234'THE JUNCTION OF STATE HIGHWAY 99 IN WILLARD, 91.4 M (299.9 FT) NORTH
 MC0234'OF THE NEAR RAIL, 7.1 M (23.3 FT) SOUTH OF THE CENTER OF A TRACK ROAD
 MC0234'LEADING EAST, 6.5 M (21.3 FT) EAST OF THE CENTER OF COUNTY ROAD 81,
 MC0234'0.4 M (1.3 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 MC0234'LEVEL OF THE ROADS, AND THE MONUMENT PROJECTS 0.04 M (0.13 FT) ABOVE
 MC0234'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0177 ***********************************************************************
 MC0177  DESIGNATION -  A 175
 MC0177  PID         -  MC0177
 MC0177  STATE/COUNTY-  OH/HURON
 MC0177  USGS QUAD   -  GREENWICH (1977)
 MC0177
 MC0177                         *CURRENT SURVEY CONTROL
 MC0177  ___________________________________________________________________
 MC0177* NAD 83(1986)-  41 02 05.     (N)    082 30 01.     (W)     SCALED    
 MC0177* NAVD 88     -       317.995  (meters)    1043.29   (feet)  ADJUSTED  
 MC0177  ___________________________________________________________________
 MC0177  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 MC0177  DYNAMIC HT  -         317.850 (meters)    1042.81  (feet)  COMP
 MC0177  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 MC0177
 MC0177  VERT ORDER  -  FIRST     CLASS I
 MC0177
 MC0177.The horizontal coordinates were scaled from a topographic map and have
 MC0177.an estimated accuracy of +/- 6 seconds.
 MC0177
 MC0177.The orthometric height was determined by differential leveling
 MC0177.and adjusted by the National Geodetic Survey in June 1991..
 MC0177.WARNING-Repeat measurements at this control monument indicate possible
 MC0177.vertical movement.
 MC0177
 MC0177.The geoid height was determined by GEOID03.
 MC0177
 MC0177.The dynamic height is computed by dividing the NAVD 88
 MC0177.geopotential number by the normal gravity value computed on the
 MC0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0177.degrees latitude (g = 980.6199 gals.).
 MC0177
 MC0177.The modeled gravity was interpolated from observed gravity values.
 MC0177
 MC0177;                    North         East    Units  Estimated Accuracy
 MC0177;SPC OH N     -   151,920.      599,980.      MT  (+/- 180 meters Scaled)
 MC0177
 MC0177                          SUPERSEDED SURVEY CONTROL
 MC0177
 MC0177  NGVD 29 (??/??/92)  318.161  (m)         1043.83   (f) ADJ UNCH    1 1
 MC0177
 MC0177.Superseded values are not recommended for survey control.
 MC0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0177.See file dsdata.txt to determine how the superseded data were derived.
 MC0177
 MC0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF738436(NAD 83)
 MC0177_MARKER: DB = BENCH MARK DISK
 MC0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0177_STAMPING: A 175 1954
 MC0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0177+STABILITY: SURFACE MOTION
 MC0177
 MC0177  HISTORY     - Date     Condition        Report By
 MC0177  HISTORY     - 1954     MONUMENTED       CGS
 MC0177  HISTORY     - 1967     GOOD             NGS
 MC0177  HISTORY     - 19870401 GOOD             OHDT
 MC0177
 MC0177                          STATION DESCRIPTION
 MC0177
 MC0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0177'0.8 MI E FROM GREENWICH.
 MC0177'ABOUT 0.75 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0177'THE OVERPASS OVER TOWNSEND STREET IN GREENWICH, AT THE OUTSIDE
 MC0177'OF A LONG CURVE IN THE TRACKS, NEAR MILEPOSE 191-40, 86.8 FEET
 MC0177'SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, 5 FEET SOUTHEAST
 MC0177'OF AN APPLE TREE, 10 1/2 FEET WEST OF THE CENTER LINE OF A FARM
 MC0177'ROAD, 2 1/2 FEET SOUTH OF A FENCE CORNER, 1 1/2 FEET WEST OF A
 MC0177'NORTH-SOUTH FENCE LINE, 1.2 FEET NORTH OF A METAL WITNESS POST,
 MC0177'2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 MC0177'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 MC0177
 MC0177                          STATION RECOVERY (1987)
 MC0177
 MC0177'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (SQ)
 MC0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0052 ***********************************************************************
 MC0052  DESIGNATION -  A 176
 MC0052  PID         -  MC0052
 MC0052  STATE/COUNTY-  OH/MEDINA
 MC0052  USGS QUAD   -  LODI (1961)
 MC0052
 MC0052                         *CURRENT SURVEY CONTROL
 MC0052  ___________________________________________________________________
 MC0052* NAD 83(1986)-  41 01 38.     (N)    082 01 51.     (W)     SCALED    
 MC0052* NAVD 88     -       291.808  (meters)     957.37   (feet)  ADJUSTED  
 MC0052  ___________________________________________________________________
 MC0052  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MC0052  DYNAMIC HT  -         291.682 (meters)     956.96  (feet)  COMP
 MC0052  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 MC0052
 MC0052  VERT ORDER  -  FIRST     CLASS I
 MC0052
 MC0052.The horizontal coordinates were scaled from a topographic map and have
 MC0052.an estimated accuracy of +/- 6 seconds.
 MC0052
 MC0052.The orthometric height was determined by differential leveling
 MC0052.and adjusted by the National Geodetic Survey in June 1991..
 MC0052.WARNING-Repeat measurements at this control monument indicate possible
 MC0052.vertical movement.
 MC0052
 MC0052.The geoid height was determined by GEOID03.
 MC0052
 MC0052.The dynamic height is computed by dividing the NAVD 88
 MC0052.geopotential number by the normal gravity value computed on the
 MC0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0052.degrees latitude (g = 980.6199 gals.).
 MC0052
 MC0052.The modeled gravity was interpolated from observed gravity values.
 MC0052
 MC0052;                    North         East    Units  Estimated Accuracy
 MC0052;SPC OH N     -   151,190.      639,460.      MT  (+/- 180 meters Scaled)
 MC0052
 MC0052                          SUPERSEDED SURVEY CONTROL
 MC0052
 MC0052  NGVD 29 (??/??/92)  292.018  (m)          958.06   (f) ADJ UNCH    1 1
 MC0052
 MC0052.Superseded values are not recommended for survey control.
 MC0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0052.See file dsdata.txt to determine how the superseded data were derived.
 MC0052
 MC0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF133422(NAD 83)
 MC0052_MARKER: DB = BENCH MARK DISK
 MC0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0052_SP_SET: ABUTMENT
 MC0052_STAMPING: A 176 1954
 MC0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0052
 MC0052  HISTORY     - Date     Condition        Report By
 MC0052  HISTORY     - 1954     MONUMENTED       CGS
 MC0052  HISTORY     - 1967     GOOD             NGS
 MC0052  HISTORY     - 1987     GOOD             OHDT
 MC0052
 MC0052                          STATION DESCRIPTION
 MC0052
 MC0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0052'1 MI W FROM LODI.
 MC0052'ABOUT 1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0052'THE OVERPASS OVER THE NEW YORK, CHICAGO AND ST LOUIS RAILROAD
 MC0052'AT LODI, SET ON THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF
 MC0052'THE ARCHED STONE OVERPASS OVER STATE HIGHWAY 421, 9.7 FEET SOUTH
 MC0052'OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 1.1 FEET NORTHEAST
 MC0052'OF THE SOUTHWEST CORNER OF THE ABUTMENT AND 3 FEET BELOW THE
 MC0052'LEVEL OF THE TRACK.
 MC0052
 MC0052                          STATION RECOVERY (1987)
 MC0052
 MC0052'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DD)
 MC0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1731 ***********************************************************************
 KY1731  DESIGNATION -  A 177
 KY1731  PID         -  KY1731
 KY1731  STATE/COUNTY-  OH/WAYNE
 KY1731  USGS QUAD   -  CRESTON (1994)
 KY1731
 KY1731                         *CURRENT SURVEY CONTROL
 KY1731  ___________________________________________________________________
 KY1731* NAD 83(1986)-  40 59 05.     (N)    081 53 36.     (W)     SCALED    
 KY1731* NAVD 88     -       300.018  (meters)     984.31   (feet)  ADJUSTED  
 KY1731  ___________________________________________________________________
 KY1731  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KY1731  DYNAMIC HT  -         299.885 (meters)     983.87  (feet)  COMP
 KY1731  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 KY1731
 KY1731  VERT ORDER  -  FIRST     CLASS I
 KY1731
 KY1731.The horizontal coordinates were scaled from a topographic map and have
 KY1731.an estimated accuracy of +/- 6 seconds.
 KY1731
 KY1731.The orthometric height was determined by differential leveling
 KY1731.and adjusted by the National Geodetic Survey in June 1991..
 KY1731.WARNING-Repeat measurements at this control monument indicate possible
 KY1731.vertical movement.
 KY1731
 KY1731.The geoid height was determined by GEOID03.
 KY1731
 KY1731.The dynamic height is computed by dividing the NAVD 88
 KY1731.geopotential number by the normal gravity value computed on the
 KY1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1731.degrees latitude (g = 980.6199 gals.).
 KY1731
 KY1731.The modeled gravity was interpolated from observed gravity values.
 KY1731
 KY1731;                    North         East    Units  Estimated Accuracy
 KY1731;SPC OH N     -   146,540.      651,050.      MT  (+/- 180 meters Scaled)
 KY1731
 KY1731                          SUPERSEDED SURVEY CONTROL
 KY1731
 KY1731  NGVD 29 (??/??/92)  300.226  (m)          984.99   (f) ADJ UNCH    1 1
 KY1731
 KY1731.Superseded values are not recommended for survey control.
 KY1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1731.See file dsdata.txt to determine how the superseded data were derived.
 KY1731
 KY1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF248374(NAD 83)
 KY1731_MARKER: DB = BENCH MARK DISK
 KY1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1731_STAMPING: A 177 1954
 KY1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1731+STABILITY: SURFACE MOTION
 KY1731
 KY1731  HISTORY     - Date     Condition        Report By
 KY1731  HISTORY     - 1954     MONUMENTED       CGS
 KY1731  HISTORY     - 1967     GOOD             NGS
 KY1731  HISTORY     - 1971     GOOD             OHDT
 KY1731  HISTORY     - 1987     GOOD             OHDT
 KY1731
 KY1731                          STATION DESCRIPTION
 KY1731
 KY1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1731'AT CRESTON.
 KY1731'AT CRESTON, 0.1 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO
 KY1731'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 3, IN SECTION 1,
 KY1731'R 13 W, T 18 N, 22 1/2 FEET EAST OF MILEAGE POLE 158-6, 51 FEET
 KY1731'NORTH OF THE CENTER OF THE CROSSING OF BROOKLYN STREET AND THE
 KY1731'WESTBOUND TRACK, 37 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 KY1731'STREET, 28.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KY1731'WESTBOUND TRACK, 6.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 KY1731'SIDEWALK, 4 1/2 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF HAY
 KY1731'STREET, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 KY1731'A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 KY1731'GROUND.
 KY1731
 KY1731                          STATION RECOVERY (1971)
 KY1731
 KY1731'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1731'RECOVERED IN GOOD CONDITION.
 KY1731
 KY1731                          STATION RECOVERY (1987)
 KY1731
 KY1731'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1647 ***********************************************************************
 KY1647  DESIGNATION -  A 178
 KY1647  PID         -  KY1647
 KY1647  STATE/COUNTY-  OH/STARK
 KY1647  USGS QUAD   -  CANAL FULTON (1994)
 KY1647
 KY1647                         *CURRENT SURVEY CONTROL
 KY1647  ___________________________________________________________________
 KY1647* NAD 83(1986)-  40 53 25.     (N)    081 35 55.     (W)     SCALED    
 KY1647* NAVD 88     -       290.846  (meters)     954.22   (feet)  ADJUSTED  
 KY1647  ___________________________________________________________________
 KY1647  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1647  DYNAMIC HT  -         290.716 (meters)     953.79  (feet)  COMP
 KY1647  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 KY1647
 KY1647  VERT ORDER  -  FIRST     CLASS I
 KY1647
 KY1647.The horizontal coordinates were scaled from a topographic map and have
 KY1647.an estimated accuracy of +/- 6 seconds.
 KY1647
 KY1647.The orthometric height was determined by differential leveling
 KY1647.and adjusted by the National Geodetic Survey in June 1991..
 KY1647
 KY1647.The geoid height was determined by GEOID03.
 KY1647
 KY1647.The dynamic height is computed by dividing the NAVD 88
 KY1647.geopotential number by the normal gravity value computed on the
 KY1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1647.degrees latitude (g = 980.6199 gals.).
 KY1647
 KY1647.The modeled gravity was interpolated from observed gravity values.
 KY1647
 KY1647;                    North         East    Units  Estimated Accuracy
 KY1647;SPC OH N     -   136,270.      675,960.      MT  (+/- 180 meters Scaled)
 KY1647
 KY1647                          SUPERSEDED SURVEY CONTROL
 KY1647
 KY1647  NGVD 29 (??/??/92)  291.043  (m)          954.86   (f) ADJ UNCH    1 1
 KY1647
 KY1647.Superseded values are not recommended for survey control.
 KY1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1647.See file dsdata.txt to determine how the superseded data were derived.
 KY1647
 KY1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF495267(NAD 83)
 KY1647_MARKER: DB = BENCH MARK DISK
 KY1647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1647_SP_SET: STONE SILL
 KY1647_STAMPING: A 178 1954
 KY1647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1647
 KY1647  HISTORY     - Date     Condition        Report By
 KY1647  HISTORY     - 1954     MONUMENTED       CGS
 KY1647  HISTORY     - 19900101 GOOD             OHDT
 KY1647  HISTORY     - 20011030 GOOD             USPSQD
 KY1647  HISTORY     - 20051005 GOOD             USPSQD
 KY1647  HISTORY     - 20060122 GOOD             USPSQD
 KY1647
 KY1647                          STATION DESCRIPTION
 KY1647
 KY1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1647'AT CANAL FULTON.
 KY1647'AT CANAL FULTON, ABOUT 0.1 MILE EAST OF THE BALTIMORE AND OHIO
 KY1647'RAILROAD STATION, AT THE INTERSECTION OF MARKET AND NORTH CANAL
 KY1647'STREETS, IN THE TOP OF STONE SILL ON SOUTHEAST FACE OF THE EXCHANGE
 KY1647'BANK BUILDING, 5 FEET SOUTHWEST OF EAST CORNER OF BUILDING AND
 KY1647'1 1/4 FEET ABOVE LEVEL OF SIDE WALK.
 KY1647
 KY1647                          STATION RECOVERY (1990)
 KY1647
 KY1647'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (PT)
 KY1647'------ REPORT BY ODOT --------1990---------- CONDITION - GOOD-------
 KY1647
 KY1647                          STATION RECOVERY (2001)
 KY1647
 KY1647'RECOVERY NOTE BY US POWER SQUADRON 2001 (JH)
 KY1647'RECOVERED IN GOOD CONDITION.
 KY1647
 KY1647                          STATION RECOVERY (2005)
 KY1647
 KY1647'RECOVERY NOTE BY US POWER SQUADRON 2005
 KY1647'RECOVERED IN GOOD CONDITION.
 KY1647
 KY1647                          STATION RECOVERY (2006)
 KY1647
 KY1647'RECOVERY NOTE BY US POWER SQUADRON 2006
 KY1647'EXCHANGE BANK BUILDING NOW HOUSES NORTHWEST LOCAL SCHOOLS
 KY1647'ADMINSTRATIVE OFFICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1296 ***********************************************************************
 MB1296  DESIGNATION -  A 179
 MB1296  PID         -  MB1296
 MB1296  STATE/COUNTY-  OH/SUMMIT
 MB1296  USGS QUAD   -  AKRON WEST (1994)
 MB1296
 MB1296                         *CURRENT SURVEY CONTROL
 MB1296  ___________________________________________________________________
 MB1296* NAD 83(1986)-  41 02 19.     (N)    081 33 41.     (W)     SCALED    
 MB1296* NAVD 88     -       305.499  (meters)    1002.29   (feet)  ADJUSTED  
 MB1296  ___________________________________________________________________
 MB1296  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MB1296  DYNAMIC HT  -         305.364 (meters)    1001.85  (feet)  COMP
 MB1296  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 MB1296
 MB1296  VERT ORDER  -  FIRST     CLASS II
 MB1296
 MB1296.The horizontal coordinates were scaled from a topographic map and have
 MB1296.an estimated accuracy of +/- 6 seconds.
 MB1296
 MB1296.The orthometric height was determined by differential leveling
 MB1296.and adjusted by the National Geodetic Survey in June 1991..
 MB1296.WARNING-Repeat measurements at this control monument indicate possible
 MB1296.vertical movement.
 MB1296
 MB1296.The geoid height was determined by GEOID03.
 MB1296
 MB1296.The dynamic height is computed by dividing the NAVD 88
 MB1296.geopotential number by the normal gravity value computed on the
 MB1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1296.degrees latitude (g = 980.6199 gals.).
 MB1296
 MB1296.The modeled gravity was interpolated from observed gravity values.
 MB1296
 MB1296;                    North         East    Units  Estimated Accuracy
 MB1296;SPC OH N     -   152,770.      678,920.      MT  (+/- 180 meters Scaled)
 MB1296
 MB1296                          SUPERSEDED SURVEY CONTROL
 MB1296
 MB1296  NGVD 29 (??/??/92)  305.697  (m)         1002.94   (f) ADJ UNCH    1 2
 MB1296
 MB1296.Superseded values are not recommended for survey control.
 MB1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1296.See file dsdata.txt to determine how the superseded data were derived.
 MB1296
 MB1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF528431(NAD 83)
 MB1296_MARKER: DB = BENCH MARK DISK
 MB1296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1296_SP_SET: BUILDING
 MB1296_STAMPING: A 179 1954
 MB1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1296
 MB1296  HISTORY     - Date     Condition        Report By
 MB1296  HISTORY     - 1954     MONUMENTED       CGS
 MB1296  HISTORY     - 1963     GOOD             NGS
 MB1296
 MB1296                          STATION DESCRIPTION
 MB1296
 MB1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MB1296'AT AKRON.
 MB1296'AT AKRON, ABOUT 3.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
 MB1296'RAILROAD FROM THE UNION STATION, ABOUT 0.55 MILE NORTHEAST OF
 MB1296'TWENTY-SEVENTH STREET OVERPASS, ABOUT 0.35 MILE SOUTHWEST OF
 MB1296'CROSSING OF WILBETH ROAD, ABOUT 0.1 MILE NORTH OF THE TRACKS,
 MB1296'SET VERTICALLY IN THE EAST BRICK FACE OF MONARCH FINER FOODS
 MB1296'WAREHOUSE, 1 FOOT NORTH OF SOUTHEAST CORNER OF BUILDING, ABOUT 2
 MB1296'FEET ABOVE LEVEL OF TRACKS AND ABOUT 3 1/2 FEET ABOVE GROUND.
 MB1296
 MB1296                          STATION RECOVERY (1963)
 MB1296
 MB1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MB1296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0082 ***********************************************************************
 MD0082  DESIGNATION -  A 18
 MD0082  PID         -  MD0082
 MD0082  STATE/COUNTY-  OH/FULTON
 MD0082  USGS QUAD   -  DELTA (1977)
 MD0082
 MD0082                         *CURRENT SURVEY CONTROL
 MD0082  ___________________________________________________________________
 MD0082* NAD 83(1986)-  41 33 20.     (N)    084 05 38.     (W)     SCALED    
 MD0082* NAVD 88     -       230.148  (meters)     755.08   (feet)  ADJUSTED  
 MD0082  ___________________________________________________________________
 MD0082  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 MD0082  DYNAMIC HT  -         230.053 (meters)     754.77  (feet)  COMP
 MD0082  MODELED GRAV-     980,208.8   (mgal)                       NAVD 88
 MD0082
 MD0082  VERT ORDER  -  SECOND    CLASS 0
 MD0082
 MD0082.The horizontal coordinates were scaled from a topographic map and have
 MD0082.an estimated accuracy of +/- 6 seconds.
 MD0082
 MD0082.The orthometric height was determined by differential leveling
 MD0082.and adjusted by the National Geodetic Survey in June 1991..
 MD0082
 MD0082.The geoid height was determined by GEOID03.
 MD0082
 MD0082.The dynamic height is computed by dividing the NAVD 88
 MD0082.geopotential number by the normal gravity value computed on the
 MD0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0082.degrees latitude (g = 980.6199 gals.).
 MD0082
 MD0082.The modeled gravity was interpolated from observed gravity values.
 MD0082
 MD0082;                    North         East    Units  Estimated Accuracy
 MD0082;SPC OH N     -   210,970.      467,040.      MT  (+/- 180 meters Scaled)
 MD0082
 MD0082                          SUPERSEDED SURVEY CONTROL
 MD0082
 MD0082  NGVD 29 (??/??/92)  230.330  (m)          755.67   (f) ADJ UNCH    2 0
 MD0082
 MD0082.Superseded values are not recommended for survey control.
 MD0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0082.See file dsdata.txt to determine how the superseded data were derived.
 MD0082
 MD0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM423045(NAD 83)
 MD0082_MARKER: DB = BENCH MARK DISK
 MD0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0082_STAMPING: A 18 1934
 MD0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0082+STABILITY: SURFACE MOTION
 MD0082
 MD0082  HISTORY     - Date     Condition        Report By
 MD0082  HISTORY     - 1934     MONUMENTED       CGS
 MD0082  HISTORY     - 1959     GOOD             NGS
 MD0082  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MD0082
 MD0082                          STATION DESCRIPTION
 MD0082
 MD0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MD0082'2.7 MI E FROM WAUSEON.
 MD0082'2.7 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0082'STATION AT WAUSEON, FULTON COUNTY, AT THE CROSSING OF THE WABASH
 MD0082'RAILROAD, 121 FEET EAST OF THE NORTHEAST CORNER OF A SWITCHING
 MD0082'TOWER, 14 FEET SOUTH OF THE SOUTH RAIL OF THE NEW YORK CENTRAL
 MD0082'RAILROAD TRACK, 9.6 FEET NORTH OF THE NORTHEAST RAIL OF THE WABASH
 MD0082'RAILROAD TRACK, AND ABOUT 6 INCHES BELOW THE TOP OF THE RAIL
 MD0082'OF THE WABASH RAILROAD TRACK.  A STANDARD DISK, STAMPED A 18 1934
 MD0082'AND SET IN THE TOP OF A CONCRETE POST.
 MD0082
 MD0082                          STATION RECOVERY (1987)
 MD0082
 MD0082'RECOVERY NOTE BY US POWER SQUADRON 1987 (CS)
 MD0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1407 ***********************************************************************
 KY1407  DESIGNATION -  A 180
 KY1407  PID         -  KY1407
 KY1407  STATE/COUNTY-  OH/TUSCARAWAS
 KY1407  USGS QUAD   -  GNADENHUTTEN (1994)
 KY1407
 KY1407                         *CURRENT SURVEY CONTROL
 KY1407  ___________________________________________________________________
 KY1407* NAD 83(1986)-  40 22 09.     (N)    081 25 26.     (W)     SCALED    
 KY1407* NAVD 88     -       254.153  (meters)     833.83   (feet)  ADJUSTED  
 KY1407  ___________________________________________________________________
 KY1407  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KY1407  DYNAMIC HT  -         254.024 (meters)     833.41  (feet)  COMP
 KY1407  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 KY1407
 KY1407  VERT ORDER  -  FIRST     CLASS II
 KY1407
 KY1407.The horizontal coordinates were scaled from a topographic map and have
 KY1407.an estimated accuracy of +/- 6 seconds.
 KY1407
 KY1407.The orthometric height was determined by differential leveling
 KY1407.and adjusted by the National Geodetic Survey in June 1991..
 KY1407
 KY1407.The geoid height was determined by GEOID03.
 KY1407
 KY1407.The dynamic height is computed by dividing the NAVD 88
 KY1407.geopotential number by the normal gravity value computed on the
 KY1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1407.degrees latitude (g = 980.6199 gals.).
 KY1407
 KY1407.The modeled gravity was interpolated from observed gravity values.
 KY1407
 KY1407;                    North         East    Units  Estimated Accuracy
 KY1407;SPC OH N     -    78,580.      691,400.      MT  (+/- 180 meters Scaled)
 KY1407
 KY1407                          SUPERSEDED SURVEY CONTROL
 KY1407
 KY1407  NGVD 29 (??/??/92)  254.360  (m)          834.51   (f) ADJ UNCH    1 2
 KY1407
 KY1407.Superseded values are not recommended for survey control.
 KY1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1407.See file dsdata.txt to determine how the superseded data were derived.
 KY1407
 KY1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME640688(NAD 83)
 KY1407_MARKER: DB = BENCH MARK DISK
 KY1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1407_STAMPING: A 180 1954
 KY1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1407+STABILITY: SURFACE MOTION
 KY1407
 KY1407  HISTORY     - Date     Condition        Report By
 KY1407  HISTORY     - 1954     MONUMENTED       CGS
 KY1407
 KY1407                          STATION DESCRIPTION
 KY1407
 KY1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1407'1 MI NE FROM GNADENHUTTEN.
 KY1407'ABOUT 0.95 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD
 KY1407'FROM THE STATION GNADENHUTTEN, AT A PRIVATE ROAD CROSSING, 35
 KY1407'FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK, 156 FEET
 KY1407'WEST-SOUTHWEST OF MILE POST 96, 66 FEET SOUTHEAST OF CENTER
 KY1407'LINE OF HIGHWAY 36, 44 FEET NORTH OF CENTER OF CROSSING OF
 KY1407'PRIVATE ROAD AND NORTHWEST TRACK, 24 FEET NORTHEAST OF CENTER
 KY1407'LINE OF PRIVATE ROAD, 5 1/2 FEET SOUTHWEST OF A TELEPHONE
 KY1407'POLE AND IN LINE WITH POLES NORTHEAST, 2 FEET NORTHWEST OF A
 KY1407'WHITE WOODEN WITNESS POST, ABOUT 6 1/2 FEET BELOW LEVEL OF
 KY1407'TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0545 ***********************************************************************
 MC0545  DESIGNATION -  A 181
 MC0545  PID         -  MC0545
 MC0545  STATE/COUNTY-  OH/WOOD
 MC0545  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 MC0545
 MC0545                         *CURRENT SURVEY CONTROL
 MC0545  ___________________________________________________________________
 MC0545* NAD 83(1986)-  41 27 52.     (N)    083 42 17.     (W)     SCALED    
 MC0545* NAVD 88     -       202.030  (meters)     662.83   (feet)  ADJUSTED  
 MC0545  ___________________________________________________________________
 MC0545  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC0545  DYNAMIC HT  -         201.948 (meters)     662.56  (feet)  COMP
 MC0545  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 MC0545
 MC0545  VERT ORDER  -  FIRST     CLASS I
 MC0545
 MC0545.The horizontal coordinates were scaled from a topographic map and have
 MC0545.an estimated accuracy of +/- 6 seconds.
 MC0545
 MC0545.The orthometric height was determined by differential leveling
 MC0545.and adjusted by the National Geodetic Survey in June 1991..
 MC0545
 MC0545.The geoid height was determined by GEOID03.
 MC0545
 MC0545.The dynamic height is computed by dividing the NAVD 88
 MC0545.geopotential number by the normal gravity value computed on the
 MC0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0545.degrees latitude (g = 980.6199 gals.).
 MC0545
 MC0545.The modeled gravity was interpolated from observed gravity values.
 MC0545
 MC0545;                    North         East    Units  Estimated Accuracy
 MC0545;SPC OH N     -   200,330.      499,360.      MT  (+/- 180 meters Scaled)
 MC0545
 MC0545                          SUPERSEDED SURVEY CONTROL
 MC0545
 MC0545  NGVD 29 (??/??/92)  202.227  (m)          663.47   (f) ADJ UNCH    1 1
 MC0545
 MC0545.Superseded values are not recommended for survey control.
 MC0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0545.See file dsdata.txt to determine how the superseded data were derived.
 MC0545
 MC0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF741938(NAD 83)
 MC0545_MARKER: DB = BENCH MARK DISK
 MC0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0545_SP_SET: CONCRETE POST
 MC0545_STAMPING: A 181 1954
 MC0545_MARK LOGO: CGS   
 MC0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0545+STABILITY: SURFACE MOTION
 MC0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0545+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1993
 MC0545
 MC0545  HISTORY     - Date     Condition        Report By
 MC0545  HISTORY     - 1954     MONUMENTED       CGS
 MC0545  HISTORY     - 1968     GOOD             NGS
 MC0545  HISTORY     - 1984     GOOD             USPSQD
 MC0545  HISTORY     - 1987     POOR             USPSQD
 MC0545  HISTORY     - 19930719 POOR             NGS
 MC0545
 MC0545                          STATION DESCRIPTION
 MC0545
 MC0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0545'AT HASKINS.
 MC0545'AT HASKINS, ABOUT 4 RAILS NORTHEAST OF THE CROSSING OF STATE
 MC0545'HIGHWAY 64 AND THE BALTIMORE AND OHIO RAILROAD, 80 1/2 FEET
 MC0545'NORTHEAST OF THE CENTER OF THE CROSSING OF MAIN STREET, 55 1/2
 MC0545'FEET NORTH OF THE CENTER LINE OF MAIN STREET, 21.2 FEET SOUTHEAST
 MC0545'OF THE SOUTHEAST RAIL, 4 FEET NORTHEAST OF MILEPOLE 185-10, ABOUT
 MC0545'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 MC0545'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  SEC 22, T 6N,
 MC0545'R 10E.
 MC0545
 MC0545                          STATION RECOVERY (1984)
 MC0545
 MC0545'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0545'ABOUT 4' NORTHEAST OF MILEPOLE 185-10. IT IS NEAR A POLE BUT POLE IS
 MC0545'NOT MARKED. ABOUT 100 YARDS SOUTH IS A POLE MARKED 185-10.
 MC0545
 MC0545                          STATION RECOVERY (1987)
 MC0545
 MC0545'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0545'MARK RECOVERED IN POOR CONDITION.
 MC0545
 MC0545                          STATION RECOVERY (1993)
 MC0545
 MC0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0545'IN HASKINS, AT THE INTERSECTION OF MAIN STREET AND THE CHESSIE SYSTEM
 MC0545'RAILROAD, 16.8 M (55.1 FT) NORTH OF THE CENTER OF THE STREET, 13.5 M
 MC0545'(44.3 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A BUILDING, 6.5 M
 MC0545'(21.3 FT) SOUTHEAST OF THE NEAR RAIL, 1.6 M (5.2 FT) NORTHEAST OF A
 MC0545'UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE
 MC0545'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 MC0545'LEANING TO THE SOUTHEAST AND MAYBE BROKEN BELOW THE GROUND SURFACE,
 MC0545'BUT IT IS SOLID IN PLACE.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0738 ***********************************************************************
 MC0738  DESIGNATION -  A 182
 MC0738  PID         -  MC0738
 MC0738  STATE/COUNTY-  OH/LUCAS
 MC0738  USGS QUAD   -  TOLEDO (1980)
 MC0738
 MC0738                         *CURRENT SURVEY CONTROL
 MC0738  ___________________________________________________________________
 MC0738* NAD 83(1986)-  41 43 17.     (N)    083 31 42.     (W)     SCALED    
 MC0738* NAVD 88     -       178.192  (meters)     584.62   (feet)  ADJUSTED  
 MC0738  ___________________________________________________________________
 MC0738  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0738  DYNAMIC HT  -         178.124 (meters)     584.40  (feet)  COMP
 MC0738  MODELED GRAV-     980,239.0   (mgal)                       NAVD 88
 MC0738
 MC0738  VERT ORDER  -  FIRST     CLASS I
 MC0738
 MC0738.The horizontal coordinates were scaled from a topographic map and have
 MC0738.an estimated accuracy of +/- 6 seconds.
 MC0738
 MC0738.The orthometric height was determined by differential leveling
 MC0738.and adjusted by the National Geodetic Survey in January 1994..
 MC0738.WARNING-Repeat measurements at this control monument indicate possible
 MC0738.vertical movement.
 MC0738
 MC0738.The geoid height was determined by GEOID03.
 MC0738
 MC0738.The dynamic height is computed by dividing the NAVD 88
 MC0738.geopotential number by the normal gravity value computed on the
 MC0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0738.degrees latitude (g = 980.6199 gals.).
 MC0738
 MC0738.The modeled gravity was interpolated from observed gravity values.
 MC0738
 MC0738;                    North         East    Units  Estimated Accuracy
 MC0738;SPC OH N     -   228,680.      514,430.      MT  (+/- 180 meters Scaled)
 MC0738
 MC0738                          SUPERSEDED SURVEY CONTROL
 MC0738
 MC0738  NAVD 88 (06/15/91)  178.189  (m)          584.61   (f) UNKNOWN     1 1
 MC0738  NGVD 29 (??/??/92)  178.369  (m)          585.20   (f) ADJ UNCH    1 1
 MC0738
 MC0738.Superseded values are not recommended for survey control.
 MC0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0738.See file dsdata.txt to determine how the superseded data were derived.
 MC0738
 MC0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG896219(NAD 83)
 MC0738_MARKER: DB = BENCH MARK DISK
 MC0738_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0738_SP_SET: BRIDGE ABUTMENT
 MC0738_STAMPING: A 182 1954
 MC0738_MARK LOGO: CGS   
 MC0738_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0738+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0738
 MC0738  HISTORY     - Date     Condition        Report By
 MC0738  HISTORY     - 1954     MONUMENTED       CGS
 MC0738  HISTORY     - 1968     GOOD             NGS
 MC0738  HISTORY     - 1983     GOOD             LOCSUR
 MC0738  HISTORY     - 1989     GOOD             USPSQD
 MC0738  HISTORY     - 19930715 GOOD             NGS
 MC0738
 MC0738                          STATION DESCRIPTION
 MC0738
 MC0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0738'AT TOLEDO.
 MC0738'AT TOLEDO, ABOUT 2.35 MILES NORTH ALONG STICKNEY AVENUE FROM
 MC0738'THE INTERSECTION OF MANHATTAN BLVD, ABOUT 0.4 MILE SOUTH OF
 MC0738'THE JUNCTION OF BENORE ROAD, SET ON THE TOP OF THE WEST END OF
 MC0738'THE SOUTH ABUTMENT OF A 25-FOOT BRIDGE OVER SILVER CREEK, 21 1/2
 MC0738'FEET WEST OF THE CENTER LINE OF THE AVENUE, 1.2 FEET EAST OF THE
 MC0738'WEST END OF THE ABUTMENT AND 1 FOOT BELOW THE LEVEL OF THE
 MC0738'AVENUE.
 MC0738
 MC0738                          STATION RECOVERY (1983)
 MC0738
 MC0738'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0738'ADD: SOUTH SIDE OF WEST ABUTMENT.
 MC0738
 MC0738                          STATION RECOVERY (1989)
 MC0738
 MC0738'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 MC0738'RECOVERED IN GOOD CONDITION.
 MC0738
 MC0738                          STATION RECOVERY (1993)
 MC0738
 MC0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0738'3.5 KM (2.15 MI) NORTHERLY ALONG STICKNEY AVENUE FROM THE JUNCTION OF
 MC0738'INTERSTATE HIGHWAY 75 IN TOLEDO, IN TOP OF AND 1.2 M (3.9 FT) EAST OF
 MC0738'THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE AVENUE BRIDGE
 MC0738'SPANNING SILVER CREEK, 6.6 M (21.7 FT) WEST OF THE CENTERLINE OF THE
 MC0738'AVENUE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1496 ***********************************************************************
 KY1496  DESIGNATION -  A 183
 KY1496  PID         -  KY1496
 KY1496  STATE/COUNTY-  OH/GUERNSEY
 KY1496  USGS QUAD   -  BLOOMFIELD (1994)
 KY1496
 KY1496                         *CURRENT SURVEY CONTROL
 KY1496  ___________________________________________________________________
 KY1496* NAD 83(1986)-  40 00 41.     (N)    081 38 25.     (W)     SCALED    
 KY1496* NAVD 88     -       244.693  (meters)     802.80   (feet)  ADJUSTED  
 KY1496  ___________________________________________________________________
 KY1496  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KY1496  DYNAMIC HT  -         244.560 (meters)     802.36  (feet)  COMP
 KY1496  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 KY1496
 KY1496  VERT ORDER  -  FIRST     CLASS II
 KY1496
 KY1496.The horizontal coordinates were scaled from a topographic map and have
 KY1496.an estimated accuracy of +/- 6 seconds.
 KY1496
 KY1496.The orthometric height was determined by differential leveling
 KY1496.and adjusted by the National Geodetic Survey in June 1991..
 KY1496
 KY1496.The geoid height was determined by GEOID03.
 KY1496
 KY1496.The dynamic height is computed by dividing the NAVD 88
 KY1496.geopotential number by the normal gravity value computed on the
 KY1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1496.degrees latitude (g = 980.6199 gals.).
 KY1496
 KY1496.The modeled gravity was interpolated from observed gravity values.
 KY1496
 KY1496;                    North         East    Units  Estimated Accuracy
 KY1496;SPC OH S     -   223,650.      673,400.      MT  (+/- 180 meters Scaled)
 KY1496
 KY1496                          SUPERSEDED SURVEY CONTROL
 KY1496
 KY1496  NGVD 29 (??/??/92)  244.915  (m)          803.53   (f) ADJ UNCH    1 2
 KY1496
 KY1496.Superseded values are not recommended for survey control.
 KY1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1496.See file dsdata.txt to determine how the superseded data were derived.
 KY1496
 KY1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME453292(NAD 83)
 KY1496_MARKER: DB = BENCH MARK DISK
 KY1496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1496_SP_SET: STEP
 KY1496_STAMPING: A 183 1954
 KY1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1496
 KY1496  HISTORY     - Date     Condition        Report By
 KY1496  HISTORY     - 1954     MONUMENTED       CGS
 KY1496
 KY1496                          STATION DESCRIPTION
 KY1496
 KY1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1496'2.6 MI SW FROM CAMBRIDGE.
 KY1496'2.65 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1496'FROM THE STATION AT CAMBRIDGE, ABOUT 90 YARDS NORTH OF THE
 KY1496'TRACK, NEAR THE NORTHWEST CORNER OF GROUNDS OF WILSHIRE MOTEL,
 KY1496'IN THE TOP OF THE FIRST STEP DOWN FROM THE TOP OF THE SOUTH
 KY1496'END OF EAST ABUTMENT OF A 27-FOOT U.S. HIGHWAY 40 CONCRETE
 KY1496'BRIDGE OVER A SMALL CREEK, 38 1/2 FEET SOUTH OF CENTER LINE OF
 KY1496'HIGHWAY, 5 FEET SOUTH OF CONCRETE BANISTER AND ABOUT 1/2 FOOT
 KY1496'BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1430 ***********************************************************************
 JX1430  DESIGNATION -  A 184
 JX1430  PID         -  JX1430
 JX1430  STATE/COUNTY-  OH/MUSKINGUM
 JX1430  USGS QUAD   -  NORWICH (1994)
 JX1430
 JX1430                         *CURRENT SURVEY CONTROL
 JX1430  ___________________________________________________________________
 JX1430* NAD 83(1986)-  39 58 37.     (N)    081 51 17.     (W)     SCALED    
 JX1430* NAVD 88     -       234.590  (meters)     769.65   (feet)  ADJUSTED  
 JX1430  ___________________________________________________________________
 JX1430  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JX1430  DYNAMIC HT  -         234.463 (meters)     769.23  (feet)  COMP
 JX1430  MODELED GRAV-     980,078.4   (mgal)                       NAVD 88
 JX1430
 JX1430  VERT ORDER  -  FIRST     CLASS II
 JX1430
 JX1430.The horizontal coordinates were scaled from a topographic map and have
 JX1430.an estimated accuracy of +/- 6 seconds.
 JX1430
 JX1430.The orthometric height was determined by differential leveling
 JX1430.and adjusted by the National Geodetic Survey in June 1991..
 JX1430
 JX1430.The geoid height was determined by GEOID03.
 JX1430
 JX1430.The dynamic height is computed by dividing the NAVD 88
 JX1430.geopotential number by the normal gravity value computed on the
 JX1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1430.degrees latitude (g = 980.6199 gals.).
 JX1430
 JX1430.The modeled gravity was interpolated from observed gravity values.
 JX1430
 JX1430;                    North         East    Units  Estimated Accuracy
 JX1430;SPC OH S     -   219,670.      655,120.      MT  (+/- 180 meters Scaled)
 JX1430
 JX1430                          SUPERSEDED SURVEY CONTROL
 JX1430
 JX1430  NGVD 29 (??/??/92)  234.814  (m)          770.39   (f) ADJ UNCH    1 2
 JX1430
 JX1430.Superseded values are not recommended for survey control.
 JX1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1430.See file dsdata.txt to determine how the superseded data were derived.
 JX1430
 JX1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME270255(NAD 83)
 JX1430_MARKER: DB = BENCH MARK DISK
 JX1430_SETTING: 66 = SET IN ROCK OUTCROP
 JX1430_SP_SET: ROCK CUT
 JX1430_STAMPING: A 184 1954
 JX1430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1430+STABILITY: POSITION/ELEVATION WELL
 JX1430
 JX1430  HISTORY     - Date     Condition        Report By
 JX1430  HISTORY     - 1954     MONUMENTED       CGS
 JX1430
 JX1430                          STATION DESCRIPTION
 JX1430
 JX1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1430'7.2 MI W FROM NEW CONCORD.
 JX1430'7.15 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1430'STATION AT NEW CONCORD, ABOUT 275 YARD WEST OF OVERPASS OF THE
 JX1430'TRACK OVER A GRAVEL ROAD, IN A ROCK CUT, SET VERTICALLY IN THE
 JX1430'SOUTHEAST FACE OF ROCK IN CUT, ABOUT 80 YARDS EAST OF WEST END
 JX1430'OF CUT, ABOUT 108 YARDS WEST OF EAST END OF CUT, 12 FEET NORTH
 JX1430'OF NORTH RAIL, 56 FEET NORTH-NORTHWEST AND ACROSS TRACK FROM
 JX1430'TELEPHONE POLE NO. 67-32, ABOUT 4 1/2 FEET ABOVE BOTTOM OF DITCH
 JX1430'AND ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1202 ***********************************************************************
 JY1202  DESIGNATION -  A 185
 JY1202  PID         -  JY1202
 JY1202  STATE/COUNTY-  OH/MUSKINGUM
 JY1202  USGS QUAD   -  ZANESVILLE WEST (1992)
 JY1202
 JY1202                         *CURRENT SURVEY CONTROL
 JY1202  ___________________________________________________________________
 JY1202* NAD 83(1986)-  39 56 31.     (N)    082 00 26.     (W)     SCALED    
 JY1202* NAVD 88     -       218.623  (meters)     717.27   (feet)  ADJUSTED  
 JY1202  ___________________________________________________________________
 JY1202  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JY1202  DYNAMIC HT  -         218.504 (meters)     716.88  (feet)  COMP
 JY1202  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 JY1202
 JY1202  VERT ORDER  -  FIRST     CLASS II
 JY1202
 JY1202.The horizontal coordinates were scaled from a topographic map and have
 JY1202.an estimated accuracy of +/- 6 seconds.
 JY1202
 JY1202.The orthometric height was determined by differential leveling
 JY1202.and adjusted by the National Geodetic Survey in June 1991..
 JY1202
 JY1202.The geoid height was determined by GEOID03.
 JY1202
 JY1202.The dynamic height is computed by dividing the NAVD 88
 JY1202.geopotential number by the normal gravity value computed on the
 JY1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1202.degrees latitude (g = 980.6199 gals.).
 JY1202
 JY1202.The modeled gravity was interpolated from observed gravity values.
 JY1202
 JY1202;                    North         East    Units  Estimated Accuracy
 JY1202;SPC OH S     -   215,700.      642,120.      MT  (+/- 180 meters Scaled)
 JY1202
 JY1202                          SUPERSEDED SURVEY CONTROL
 JY1202
 JY1202  NGVD 29 (??/??/92)  218.847  (m)          718.00   (f) ADJ UNCH    1 2
 JY1202
 JY1202.Superseded values are not recommended for survey control.
 JY1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1202.See file dsdata.txt to determine how the superseded data were derived.
 JY1202
 JY1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME139217(NAD 83)
 JY1202_MARKER: DB = BENCH MARK DISK
 JY1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY1202_SP_SET: BUILDING
 JY1202_STAMPING: A 185 1954
 JY1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1202
 JY1202  HISTORY     - Date     Condition        Report By
 JY1202  HISTORY     - 1954     MONUMENTED       CGS
 JY1202
 JY1202                          STATION DESCRIPTION
 JY1202
 JY1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY1202'AT ZANESVILLE.
 JY1202'AT ZANESVILLE, AT THE INTERSECTION OF MARKET AND FOURTH STREET,
 JY1202'ABOUT 1 BLOCK NORTH OF INTERSECTION OF MAIN AND FOURTH STREETS AND
 JY1202'THE COURT HOUSE, SET VERTICALLY ABOUT 2 FEET ABOVE SIDE WALK IN
 JY1202'THE SOUTH FACE OF TWO-STORY CITY HALL BUILDING, 13 1/2 FEET NORTH
 JY1202'OF NORTH CURB OF MARKET STREET, 14 FEET EAST OF EAST CURB OF
 JY1202'FOURTH STREET, 2 1/2 FEET EAST OF SOUTHWEST CORNER OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1519 ***********************************************************************
 KY1519  DESIGNATION -  A 186
 KY1519  PID         -  KY1519
 KY1519  STATE/COUNTY-  OH/GUERNSEY
 KY1519  USGS QUAD   -  CAMBRIDGE (1994)
 KY1519
 KY1519                         *CURRENT SURVEY CONTROL
 KY1519  ___________________________________________________________________
 KY1519* NAD 83(1986)-  40 05 03.     (N)    081 35 43.     (W)     SCALED    
 KY1519* NAVD 88     -       237.195  (meters)     778.20   (feet)  ADJUSTED  
 KY1519  ___________________________________________________________________
 KY1519  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KY1519  DYNAMIC HT  -         237.067 (meters)     777.78  (feet)  COMP
 KY1519  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 KY1519
 KY1519  VERT ORDER  -  FIRST     CLASS II
 KY1519
 KY1519.The horizontal coordinates were scaled from a topographic map and have
 KY1519.an estimated accuracy of +/- 6 seconds.
 KY1519
 KY1519.The orthometric height was determined by differential leveling
 KY1519.and adjusted by the National Geodetic Survey in June 1991..
 KY1519
 KY1519.The geoid height was determined by GEOID03.
 KY1519
 KY1519.The dynamic height is computed by dividing the NAVD 88
 KY1519.geopotential number by the normal gravity value computed on the
 KY1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1519.degrees latitude (g = 980.6199 gals.).
 KY1519
 KY1519.The modeled gravity was interpolated from observed gravity values.
 KY1519
 KY1519;                    North         East    Units  Estimated Accuracy
 KY1519;SPC OH S     -   231,770.      677,160.      MT  (+/- 180 meters Scaled)
 KY1519
 KY1519                          SUPERSEDED SURVEY CONTROL
 KY1519
 KY1519  NGVD 29 (??/??/92)  237.413  (m)          778.91   (f) ADJ UNCH    1 2
 KY1519
 KY1519.Superseded values are not recommended for survey control.
 KY1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1519.See file dsdata.txt to determine how the superseded data were derived.
 KY1519
 KY1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME492372(NAD 83)
 KY1519_MARKER: DB = BENCH MARK DISK
 KY1519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1519_SP_SET: BRIDGE SEAT
 KY1519_STAMPING: A 186 1954
 KY1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1519
 KY1519  HISTORY     - Date     Condition        Report By
 KY1519  HISTORY     - 1954     MONUMENTED       CGS
 KY1519
 KY1519                          STATION DESCRIPTION
 KY1519
 KY1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1519'4.4 MI N FROM CAMBRIDGE.
 KY1519'4.35 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE BALTIMORE
 KY1519'AND OHIO RAILROAD STATION AT CAMBRIDGE, ABOUT 0.2 MILE NORTH OF
 KY1519'MILE POST 62, IN THE TOP OF THE WEST END OF BRIDGE SEAT OF NORTH
 KY1519'CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 62/18 OVER WILLS CREEK,
 KY1519'9 1/2 FEET WEST OF WEST RAIL AND ABOUT 4 1/2 FEET BELOW LEVEL OF
 KY1519'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0525 ***********************************************************************
 JY0525  DESIGNATION -  A 187
 JY0525  PID         -  JY0525
 JY0525  STATE/COUNTY-  OH/ROSS
 JY0525  USGS QUAD   -  KINGSTON (1992)
 JY0525
 JY0525                         *CURRENT SURVEY CONTROL
 JY0525  ___________________________________________________________________
 JY0525* NAD 83(1986)-  39 26 55.     (N)    082 55 41.     (W)     SCALED    
 JY0525* NAVD 88     -       223.868  (meters)     734.47   (feet)  ADJUSTED  
 JY0525  ___________________________________________________________________
 JY0525  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JY0525  DYNAMIC HT  -         223.733 (meters)     734.03  (feet)  COMP
 JY0525  MODELED GRAV-     980,016.6   (mgal)                       NAVD 88
 JY0525
 JY0525  VERT ORDER  -  FIRST     CLASS I
 JY0525
 JY0525.The horizontal coordinates were scaled from a topographic map and have
 JY0525.an estimated accuracy of +/- 6 seconds.
 JY0525
 JY0525.The orthometric height was determined by differential leveling
 JY0525.and adjusted by the National Geodetic Survey in June 1991..
 JY0525
 JY0525.The geoid height was determined by GEOID03.
 JY0525
 JY0525.The dynamic height is computed by dividing the NAVD 88
 JY0525.geopotential number by the normal gravity value computed on the
 JY0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0525.degrees latitude (g = 980.6199 gals.).
 JY0525
 JY0525.The modeled gravity was interpolated from observed gravity values.
 JY0525
 JY0525;                    North         East    Units  Estimated Accuracy
 JY0525;SPC OH S     -   160,900.      563,160.      MT  (+/- 180 meters Scaled)
 JY0525
 JY0525                          SUPERSEDED SURVEY CONTROL
 JY0525
 JY0525  NGVD 29 (??/??/92)  224.026  (m)          734.99   (f) ADJ UNCH    1 1
 JY0525
 JY0525.Superseded values are not recommended for survey control.
 JY0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0525.See file dsdata.txt to determine how the superseded data were derived.
 JY0525
 JY0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD341683(NAD 83)
 JY0525_MARKER: DB = BENCH MARK DISK
 JY0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0525_SP_SET: BRIDGE SEAT
 JY0525_STAMPING: A 187 1954
 JY0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY0525+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 JY0525
 JY0525  HISTORY     - Date     Condition        Report By
 JY0525  HISTORY     - 1954     MONUMENTED       CGS
 JY0525  HISTORY     - 1967     GOOD             NGS
 JY0525  HISTORY     - 20051102 GOOD             GEOCAC
 JY0525
 JY0525                          STATION DESCRIPTION
 JY0525
 JY0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0525'1.9 MI S FROM KINGSTON.
 JY0525'1.9 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY0525'STATION AT KINGSTON, ABOUT 0.3 MILE SOUTH OF MILE POST N 665, IN
 JY0525'THE TOP OF THE WEST END OF THE NORTH BRIDGE SEAT OF ABUTMENT OF
 JY0525'AN ABANDONED ABUTMENT OF OLD TRANSIT LINE OVERPASS OVER A ROAD,
 JY0525'59 FEET EAST OF EAST RAIL OF EAST TRACK AT NORTH END OF RAILWAY
 JY0525'OVERPASS NO. 1128 AND ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK.
 JY0525
 JY0525                          STATION RECOVERY (1967)
 JY0525
 JY0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0525'RECOVERED IN GOOD CONDITION.
 JY0525
 JY0525                          STATION RECOVERY (2005)
 JY0525
 JY0525'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0525'CONCRETE IS STARTING TO DETERIORATE, SETTING IS INTACT.
 JY0525'NAD83 HANDHELD GPS COORDINATES  39 26 54.2 N  82 55 40.5 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0748 ***********************************************************************
 JY0748  DESIGNATION -  A 188
 JY0748  PID         -  JY0748
 JY0748  STATE/COUNTY-  OH/PICKAWAY
 JY0748  USGS QUAD   -  ASHVILLE (1992)
 JY0748
 JY0748                         *CURRENT SURVEY CONTROL
 JY0748  ___________________________________________________________________
 JY0748* NAD 83(1986)-  39 44 38.     (N)    082 57 40.     (W)     SCALED    
 JY0748* NAVD 88     -       216.464  (meters)     710.18   (feet)  ADJUSTED  
 JY0748  ___________________________________________________________________
 JY0748  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY0748  DYNAMIC HT  -         216.338 (meters)     709.77  (feet)  COMP
 JY0748  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 JY0748
 JY0748  VERT ORDER  -  FIRST     CLASS I
 JY0748
 JY0748.The horizontal coordinates were scaled from a topographic map and have
 JY0748.an estimated accuracy of +/- 6 seconds.
 JY0748
 JY0748.The orthometric height was determined by differential leveling
 JY0748.and adjusted by the National Geodetic Survey in June 1991..
 JY0748
 JY0748.The geoid height was determined by GEOID03.
 JY0748
 JY0748.The dynamic height is computed by dividing the NAVD 88
 JY0748.geopotential number by the normal gravity value computed on the
 JY0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0748.degrees latitude (g = 980.6199 gals.).
 JY0748
 JY0748.The modeled gravity was interpolated from observed gravity values.
 JY0748
 JY0748;                    North         East    Units  Estimated Accuracy
 JY0748;SPC OH S     -   193,700.      560,480.      MT  (+/- 180 meters Scaled)
 JY0748
 JY0748                          SUPERSEDED SURVEY CONTROL
 JY0748
 JY0748  NGVD 29 (??/??/92)  216.629  (m)          710.72   (f) ADJ UNCH    1 1
 JY0748
 JY0748.Superseded values are not recommended for survey control.
 JY0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0748.See file dsdata.txt to determine how the superseded data were derived.
 JY0748
 JY0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE319011(NAD 83)
 JY0748_MARKER: DB = BENCH MARK DISK
 JY0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0748_SP_SET: CULVERT
 JY0748_STAMPING: A 188 1954
 JY0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0748
 JY0748  HISTORY     - Date     Condition        Report By
 JY0748  HISTORY     - 1954     MONUMENTED       CGS
 JY0748  HISTORY     - 1967     GOOD             NGS
 JY0748
 JY0748                          STATION DESCRIPTION
 JY0748
 JY0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0748'1.8 MI N FROM ASHVILLE.
 JY0748'1.8 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY0748'STATION AT ASHVILLE, ABOUT 0.1 MILE SOUTHEAST AND ACROSS
 JY0748'CHESAPEAKE AND OHIO RAILWAY FROM C. AND O. RY. MILE POST 81,
 JY0748'ABOUT 14 POLES NORTH OF N. AND W. MILE POST N 686, IN THE TOP
 JY0748'OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF AN 8-FOOT
 JY0748'STONE BOX CULVERT UNDER A DRIVE BETWEEN THE TRACKS, 46 FEET
 JY0748'WEST OF WEST RAIL OF WEST TRACK OF N. AND W. RY., 90 FEET
 JY0748'EAST OF EAST RAIL OF EAST TRACK OF C. AND O. RY., 34 FEET
 JY0748'WEST OF WEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT UNDER N.
 JY0748'AND W. TRACKS, 7 FEET EAST OF CENTER LINE OF DRIVE, 47 FEET
 JY0748'NORTH-NORTHWEST OF THE 14TH TELEPHONE POLE NORTH OF MILE POST
 JY0748'N 686, 1 1/2 FEET SOUTH OF NORTH END OF HEAD WALL AND ABOUT 3 1/2
 JY0748'FEET BELOW LEVEL OF N. AND W. TRACKS.
 JY0748
 JY0748                          STATION RECOVERY (1967)
 JY0748
 JY0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0864 ***********************************************************************
 KZ0864  DESIGNATION -  A 189
 KZ0864  PID         -  KZ0864
 KZ0864  STATE/COUNTY-  OH/FRANKLIN
 KZ0864  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ0864
 KZ0864                         *CURRENT SURVEY CONTROL
 KZ0864  ___________________________________________________________________
 KZ0864* NAD 83(1986)-  40 03 51.     (N)    082 59 58.     (W)     SCALED    
 KZ0864* NAVD 88     -       271.504  (meters)     890.76   (feet)  ADJUSTED  
 KZ0864  ___________________________________________________________________
 KZ0864  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ0864  DYNAMIC HT  -         271.359 (meters)     890.28  (feet)  COMP
 KZ0864  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 KZ0864
 KZ0864  VERT ORDER  -  FIRST     CLASS I
 KZ0864
 KZ0864.The horizontal coordinates were scaled from a topographic map and have
 KZ0864.an estimated accuracy of +/- 6 seconds.
 KZ0864
 KZ0864.The orthometric height was determined by differential leveling
 KZ0864.and adjusted by the National Geodetic Survey in June 1991..
 KZ0864
 KZ0864.The geoid height was determined by GEOID03.
 KZ0864
 KZ0864.The dynamic height is computed by dividing the NAVD 88
 KZ0864.geopotential number by the normal gravity value computed on the
 KZ0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0864.degrees latitude (g = 980.6199 gals.).
 KZ0864
 KZ0864.The modeled gravity was interpolated from observed gravity values.
 KZ0864
 KZ0864;                    North         East    Units  Estimated Accuracy
 KZ0864;SPC OH S     -   229,280.      557,390.      MT  (+/- 180 meters Scaled)
 KZ0864
 KZ0864                          SUPERSEDED SURVEY CONTROL
 KZ0864
 KZ0864  NGVD 29 (??/??/92)  271.675  (m)          891.32   (f) ADJ UNCH    1 1
 KZ0864
 KZ0864.Superseded values are not recommended for survey control.
 KZ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0864.See file dsdata.txt to determine how the superseded data were derived.
 KZ0864
 KZ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE294367(NAD 83)
 KZ0864_MARKER: DB = BENCH MARK DISK
 KZ0864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0864_SP_SET: FOUNDATION
 KZ0864_STAMPING: A 189 1954
 KZ0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0864
 KZ0864  HISTORY     - Date     Condition        Report By
 KZ0864  HISTORY     - 1954     MONUMENTED       CGS
 KZ0864  HISTORY     - 1967     GOOD             NGS
 KZ0864
 KZ0864                          STATION DESCRIPTION
 KZ0864
 KZ0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ0864'1.7 MI S FROM WORTHINGTON.
 KZ0864'ABOUT 1.7 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KZ0864'THE CROSSING OF STATE HIGHWAY 161 AT WORTHINGTON, ABOUT 0.5 MILE
 KZ0864'SOUTH OF MILEPOST 131, ABOUT 0.2 MILE NORTH OF THE MORSE ROAD
 KZ0864'OVERPASS OVER THE TRACKS, 166 FEET EAST OF AND ACROSS THE
 KZ0864'PENNSYLVANIA RAILROAD FROM THE EAST RAIL OF THE NEW YORK CENTRAL
 KZ0864'TRACK, AT THE SINCLAIR OIL COMPANY BULK PLANT, SET VERTICALLY
 KZ0864'IN THE WEST FACE OF THE CONCRETE FOUNDATION OF THE OFFICE AND
 KZ0864'WAREHOUSE BUILDING, (THE SOUTH ONE OF TWO LARGE RED BRICK BUILDINGS),
 KZ0864'1.2 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 2.2 FEET
 KZ0864'ABOVE THE LEVEL OF THE GROUND AND 2 FEET BELOW THE LEVEL OF THE
 KZ0864'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0375 ***********************************************************************
 MC0375  DESIGNATION -  A 19
 MC0375  PID         -  MC0375
 MC0375  STATE/COUNTY-  OH/OTTAWA
 MC0375  USGS QUAD   -  GENOA (1988)
 MC0375
 MC0375                         *CURRENT SURVEY CONTROL
 MC0375  ___________________________________________________________________
 MC0375* NAD 83(1986)-  41 33 45.     (N)    083 21 31.     (W)     SCALED    
 MC0375* NAVD 88     -       185.519  (meters)     608.66   (feet)  ADJUSTED  
 MC0375  ___________________________________________________________________
 MC0375  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC0375  DYNAMIC HT  -         185.445 (meters)     608.41  (feet)  COMP
 MC0375  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 MC0375
 MC0375  VERT ORDER  -  FIRST     CLASS II
 MC0375
 MC0375.The horizontal coordinates were scaled from a topographic map and have
 MC0375.an estimated accuracy of +/- 6 seconds.
 MC0375
 MC0375.The orthometric height was determined by differential leveling
 MC0375.and adjusted by the National Geodetic Survey in June 1991..
 MC0375
 MC0375.The geoid height was determined by GEOID03.
 MC0375
 MC0375.The dynamic height is computed by dividing the NAVD 88
 MC0375.geopotential number by the normal gravity value computed on the
 MC0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0375.degrees latitude (g = 980.6199 gals.).
 MC0375
 MC0375.The modeled gravity was interpolated from observed gravity values.
 MC0375
 MC0375;                    North         East    Units  Estimated Accuracy
 MC0375;SPC OH N     -   210,880.      528,380.      MT  (+/- 180 meters Scaled)
 MC0375
 MC0375                          SUPERSEDED SURVEY CONTROL
 MC0375
 MC0375  NGVD 29 (06/03/92)  185.719  (m)          609.31   (f) ADJUSTED    1 2
 MC0375
 MC0375.Superseded values are not recommended for survey control.
 MC0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0375.See file dsdata.txt to determine how the superseded data were derived.
 MC0375
 MC0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG033038(NAD 83)
 MC0375_MARKER: DB = BENCH MARK DISK
 MC0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0375_STAMPING: A 19 1934
 MC0375_PROJECTION: RECESSED 40 CENTIMETERS
 MC0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0375+STABILITY: SURFACE MOTION
 MC0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0375+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 MC0375
 MC0375  HISTORY     - Date     Condition        Report By
 MC0375  HISTORY     - 1934     MONUMENTED       CGS
 MC0375  HISTORY     - 1980     GOOD             NGS
 MC0375  HISTORY     - 20040728 GOOD             OHDT
 MC0375
 MC0375                          STATION DESCRIPTION
 MC0375
 MC0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0375'AT CLAY CENTER.
 MC0375'AT CLAY CENTER, OTTAWA COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MC0375'AT A ROAD CROSSING, 49 FEET WEST OF THE CENTERLINE OF THE TARVIA
 MC0375'ROAD, 47 FEET NORTH OF THE NORTH RAIL, AND ABOUT 5 FEET BELOW
 MC0375'THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED A 19 1934 AND
 MC0375'SET IN THE TOP OF A CONCRETE POST.
 MC0375
 MC0375                          STATION RECOVERY (1980)
 MC0375
 MC0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0375'IN CLAY CENTER, AT THE JUNCTION OF THE PENN CENTRAL RAILROAD AND CLAY
 MC0375'CENTER ROAD, 19.1 METERS (62.7 FEET) NORTH OF THE NORTH RAIL OF THE
 MC0375'MOST NORTHERLY SET OF TRACKS, 14.8 METERS (48.5 FEET) WEST OF THE
 MC0375'CENTER LINE OF THE ROAD, 7.45 METERS (24.4 FEET) SOUTH-SOUTHEAST OF
 MC0375'THE SOUTHEAST CORNER OF A TWO-STORY FRAME HOUSE.
 MC0375'THE MARK IS 0.3 M ABOVE GROUND.
 MC0375
 MC0375                          STATION RECOVERY (2004)
 MC0375
 MC0375'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0046 ***********************************************************************
 JY0046  DESIGNATION -  A 190
 JY0046  PID         -  JY0046
 JY0046  STATE/COUNTY-  OH/PERRY
 JY0046  USGS QUAD   -  GLENFORD (1992)
 JY0046
 JY0046                         *CURRENT SURVEY CONTROL
 JY0046  ___________________________________________________________________
 JY0046* NAD 83(1986)-  39 54 44.     (N)    082 20 15.     (W)     SCALED    
 JY0046* NAVD 88     -       263.757  (meters)     865.34   (feet)  ADJUSTED  
 JY0046  ___________________________________________________________________
 JY0046  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JY0046  DYNAMIC HT  -         263.606 (meters)     864.85  (feet)  COMP
 JY0046  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 JY0046
 JY0046  VERT ORDER  -  FIRST     CLASS II
 JY0046
 JY0046.The horizontal coordinates were scaled from a topographic map and have
 JY0046.an estimated accuracy of +/- 6 seconds.
 JY0046
 JY0046.The orthometric height was determined by differential leveling
 JY0046.and adjusted by the National Geodetic Survey in June 1991..
 JY0046
 JY0046.The geoid height was determined by GEOID03.
 JY0046
 JY0046.The dynamic height is computed by dividing the NAVD 88
 JY0046.geopotential number by the normal gravity value computed on the
 JY0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0046.degrees latitude (g = 980.6199 gals.).
 JY0046
 JY0046.The modeled gravity was interpolated from observed gravity values.
 JY0046
 JY0046;                    North         East    Units  Estimated Accuracy
 JY0046;SPC OH S     -   212,300.      613,890.      MT  (+/- 180 meters Scaled)
 JY0046
 JY0046                          SUPERSEDED SURVEY CONTROL
 JY0046
 JY0046  NGVD 29 (??/??/92)  263.960  (m)          866.01   (f) ADJ UNCH    1 2
 JY0046
 JY0046.Superseded values are not recommended for survey control.
 JY0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0046.See file dsdata.txt to determine how the superseded data were derived.
 JY0046
 JY0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE856188(NAD 83)
 JY0046_MARKER: DB = BENCH MARK DISK
 JY0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0046_STAMPING: A 190 1954
 JY0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0046+STABILITY: SURFACE MOTION
 JY0046
 JY0046  HISTORY     - Date     Condition        Report By
 JY0046  HISTORY     - 1954     MONUMENTED       CGS
 JY0046
 JY0046                          STATION DESCRIPTION
 JY0046
 JY0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0046'2 MI NW FROM GLENFORD.
 JY0046'2.0 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JY0046'THE CROSSING OF STATE HIGHWAY 204 AT GLENFORD, AT CROSSING
 JY0046'AT A NORTH-SOUTH GRAVEL ROAD, 326 FEET NORTHWEST OF MILE POST
 JY0046'COL 42, 26 FEET NORTH OF NORTH RAIL, 58 FEET EAST OF CENTER
 JY0046'LINE OF GRAVEL ROAD, 62 FEET NORTHEAST OF CENTER OF CROSSING,
 JY0046'265 FEET NORTHWEST OF NORTH CORNER OF A 25-FOOT WOODEN BRIDGE
 JY0046'UNDER TRACK, 1 FOOT SOUTH OF A FENCE LINE, 36 FEET EAST OF
 JY0046'WEST END OF A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 JY0046'POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE
 JY0046'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0827 ***********************************************************************
 JY0827  DESIGNATION -  A 191
 JY0827  PID         -  JY0827
 JY0827  STATE/COUNTY-  OH/FAIRFIELD
 JY0827  USGS QUAD   -  CARROLL (1994)
 JY0827
 JY0827                         *CURRENT SURVEY CONTROL
 JY0827  ___________________________________________________________________
 JY0827* NAD 83(1986)-  39 51 09.     (N)    082 40 25.     (W)     SCALED    
 JY0827* NAVD 88     -       264.762  (meters)     868.64   (feet)  ADJUSTED  
 JY0827  ___________________________________________________________________
 JY0827  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JY0827  DYNAMIC HT  -         264.611 (meters)     868.14  (feet)  COMP
 JY0827  MODELED GRAV-     980,047.2   (mgal)                       NAVD 88
 JY0827
 JY0827  VERT ORDER  -  FIRST     CLASS II
 JY0827
 JY0827.The horizontal coordinates were scaled from a topographic map and have
 JY0827.an estimated accuracy of +/- 6 seconds.
 JY0827
 JY0827.The orthometric height was determined by differential leveling
 JY0827.and adjusted by the National Geodetic Survey in June 1991..
 JY0827
 JY0827.The geoid height was determined by GEOID03.
 JY0827
 JY0827.The dynamic height is computed by dividing the NAVD 88
 JY0827.geopotential number by the normal gravity value computed on the
 JY0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0827.degrees latitude (g = 980.6199 gals.).
 JY0827
 JY0827.The modeled gravity was interpolated from observed gravity values.
 JY0827
 JY0827;                    North         East    Units  Estimated Accuracy
 JY0827;SPC OH S     -   205,670.      585,140.      MT  (+/- 180 meters Scaled)
 JY0827
 JY0827                          SUPERSEDED SURVEY CONTROL
 JY0827
 JY0827  NGVD 29 (??/??/92)  264.958  (m)          869.28   (f) ADJ UNCH    1 2
 JY0827
 JY0827.Superseded values are not recommended for survey control.
 JY0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0827.See file dsdata.txt to determine how the superseded data were derived.
 JY0827
 JY0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE568127(NAD 83)
 JY0827_MARKER: DB = BENCH MARK DISK
 JY0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0827_STAMPING: A 191 1954
 JY0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0827+STABILITY: SURFACE MOTION
 JY0827
 JY0827  HISTORY     - Date     Condition        Report By
 JY0827  HISTORY     - 1954     MONUMENTED       CGS
 JY0827
 JY0827                          STATION DESCRIPTION
 JY0827
 JY0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0827'3.8 MI W FROM BALTIMORE.
 JY0827'3.8 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 JY0827'STATION AT BALTIMORE, ABOUT 0.3 MILE WEST OF A TRESTLE OVER
 JY0827'POPLAR CREEK, ABOUT 102 YARDS WEST OF MILE POST TOL 154, 27 FEET
 JY0827'SOUTH OF SOUTH RAIL, 46 FEET WEST OF TELEPHONE POLE NO. 153/39,
 JY0827'84 FEET EAST OF TELEPHONE POLE NO. 153/38, 1 FOOT NORTH OF A
 JY0827'FENCE LINE, 12 FEET WEST OF A FENCE CORNER, 2 FEET EAST OF A
 JY0827'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF
 JY0827'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1606 ***********************************************************************
 KZ1606  DESIGNATION -  A 192 RESET
 KZ1606  PID         -  KZ1606
 KZ1606  STATE/COUNTY-  OH/FRANKLIN
 KZ1606  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ1606
 KZ1606                         *CURRENT SURVEY CONTROL
 KZ1606  ___________________________________________________________________
 KZ1606* NAD 83(1986)-  40 01 07.     (N)    083 02 19.     (W)     SCALED    
 KZ1606* NAVD 88     -       237.382  (meters)     778.81   (feet)  ADJUSTED  
 KZ1606  ___________________________________________________________________
 KZ1606  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KZ1606  DYNAMIC HT  -         237.255 (meters)     778.39  (feet)  COMP
 KZ1606  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 KZ1606
 KZ1606  VERT ORDER  -  FIRST     CLASS I
 KZ1606
 KZ1606.The horizontal coordinates were scaled from a topographic map and have
 KZ1606.an estimated accuracy of +/- 6 seconds.
 KZ1606
 KZ1606.The orthometric height was determined by differential leveling
 KZ1606.and adjusted by the National Geodetic Survey in June 1991..
 KZ1606
 KZ1606.The geoid height was determined by GEOID03.
 KZ1606
 KZ1606.The dynamic height is computed by dividing the NAVD 88
 KZ1606.geopotential number by the normal gravity value computed on the
 KZ1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1606.degrees latitude (g = 980.6199 gals.).
 KZ1606
 KZ1606.The modeled gravity was interpolated from observed gravity values.
 KZ1606
 KZ1606;                    North         East    Units  Estimated Accuracy
 KZ1606;SPC OH S     -   224,240.      554,020.      MT  (+/- 180 meters Scaled)
 KZ1606
 KZ1606                          SUPERSEDED SURVEY CONTROL
 KZ1606
 KZ1606  NGVD 29 (??/??/92)  237.552  (m)          779.37   (f) ADJ UNCH    1 1
 KZ1606
 KZ1606.Superseded values are not recommended for survey control.
 KZ1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1606.See file dsdata.txt to determine how the superseded data were derived.
 KZ1606
 KZ1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE260318(NAD 83)
 KZ1606_MARKER: DB = BENCH MARK DISK
 KZ1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1606_STAMPING: A 192 RESET 1967
 KZ1606_MARK LOGO: CGS   
 KZ1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1606+STABILITY: SURFACE MOTION
 KZ1606
 KZ1606  HISTORY     - Date     Condition        Report By
 KZ1606  HISTORY     - 1967     MONUMENTED       CGS
 KZ1606
 KZ1606                          STATION DESCRIPTION
 KZ1606
 KZ1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1606'AT COLUMBUS.
 KZ1606'AT COLUMBUS, ABOUT 0.75 MILE WEST ALONG ACKERMAN ROAD FROM
 KZ1606'THE JUNCTION OF OLENTANGY RIVER ROAD AND WEST ENTRANCE DRIVE
 KZ1606'TO THE UNION CEMETERY, NEAR THE JUNCTION OF ACKERMAN ROAD AND
 KZ1606'KENNY ROAD, 36 FEET EAST OF THE CENTER LINE OF KENNY ROAD, 32
 KZ1606'FEET NORTH OF THE CENTER LINE OF THE TWO ROADS, 12 1/2 FEET
 KZ1606'NORTHWEST OF A 2-INCH METAL PIPE SUPPORTING A ROAD SIGN, 14 FEET
 KZ1606'EAST OF A WATER CUT-OFF VALVE IN THE EDGE OF THE ROUNDED CURB,
 KZ1606'1 FOOT ABOVE THE LEVEL OF KENNY ROAD, SET IN THE TOP OF A
 KZ1606'CONCRETE POST 1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1607 ***********************************************************************
 KZ1607  DESIGNATION -  A 192 RESET
 KZ1607  PID         -  KZ1607
 KZ1607  STATE/COUNTY-  OH/FRANKLIN
 KZ1607  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ1607
 KZ1607                         *CURRENT SURVEY CONTROL
 KZ1607  ___________________________________________________________________
 KZ1607* NAD 83(1986)-  40 01 07.     (N)    083 02 19.     (W)     SCALED    
 KZ1607* NAVD 88     -       238.01   (+/-2cm)     780.9    (feet)  VERTCON   
 KZ1607  ___________________________________________________________________
 KZ1607  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KZ1607
 KZ1607  VERT ORDER  -  THIRD (See Below)
 KZ1607
 KZ1607.The horizontal coordinates were scaled from a topographic map and have
 KZ1607.an estimated accuracy of +/- 6 seconds.
 KZ1607
 KZ1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1607.The vertical order pertains to the NGVD 29 superseded value.
 KZ1607
 KZ1607.The geoid height was determined by GEOID03.
 KZ1607
 KZ1607;                    North         East    Units  Estimated Accuracy
 KZ1607;SPC OH S     -   224,240.      554,020.      MT  (+/- 180 meters Scaled)
 KZ1607
 KZ1607                          SUPERSEDED SURVEY CONTROL
 KZ1607
 KZ1607  NGVD 29 (??/??/??)  238.18   (m)          781.4    (f) RESET       3  
 KZ1607
 KZ1607.Superseded values are not recommended for survey control.
 KZ1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1607.See file dsdata.txt to determine how the superseded data were derived.
 KZ1607
 KZ1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE260318(NAD 83)
 KZ1607_MARKER: DB = BENCH MARK DISK
 KZ1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1607_STAMPING: A 192 RESET 1969
 KZ1607_MARK LOGO: CGS   
 KZ1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1607+STABILITY: SURFACE MOTION
 KZ1607
 KZ1607  HISTORY     - Date     Condition        Report By
 KZ1607  HISTORY     - 1969     MONUMENTED       LOCENG
 KZ1607
 KZ1607                          STATION DESCRIPTION
 KZ1607
 KZ1607'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 KZ1607'AT COLUMBUS.
 KZ1607'AT COLUMBUS, ABOUT 0.75 MILE EAST ALONG FISHINGER ROAD FROM THE
 KZ1607'CHRIST MEMORIAL CHURCH AT UPPER ARLINGTON, AT THE JUNCTION OF
 KZ1607'KENNY ROAD AND THE ENTRANCE TO CHATHAM VILLAGE, 60.8 FEET NORTHEAST
 KZ1607'OF THE CENTER LINE OF KENNY ROAD, 34.7 FEET NORTHEAST OF THE
 KZ1607'SOUTHWEST CURB LINE AROUND THE GATE HOUSE AT THE ENTRANCE TO
 KZ1607'CHATHAM VILLAGE, 14.9 FEET NORTHWEST OF THE SOUTHEAST CURB
 KZ1607'LINE AROUND THE GATE HOUSE, 14.2 FEET SOUTHEAST OF THE NORTHWEST
 KZ1607'CURB LINE AROUND THE GATE HOUSE, 3.8 FEET SOUTHWEST OF THE
 KZ1607'SOUTHWEST END OF A BRICK WALL BEARING THE NAME CHATHAM VILLAGE
 KZ1607'AND BELIEVED TO BE SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0206 ***********************************************************************
 JY0206  DESIGNATION -  A 198
 JY0206  PID         -  JY0206
 JY0206  STATE/COUNTY-  OH/VINTON
 JY0206  USGS QUAD   -  MC ARTHUR (1995)
 JY0206
 JY0206                         *CURRENT SURVEY CONTROL
 JY0206  ___________________________________________________________________
 JY0206* NAD 83(1986)-  39 11 59.     (N)    082 28 12.     (W)     SCALED    
 JY0206* NAVD 88     -       231.282  (meters)     758.80   (feet)  ADJUSTED  
 JY0206  ___________________________________________________________________
 JY0206  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY0206  DYNAMIC HT  -         231.139 (meters)     758.33  (feet)  COMP
 JY0206  MODELED GRAV-     980,003.0   (mgal)                       NAVD 88
 JY0206
 JY0206  VERT ORDER  -  SECOND    CLASS 0
 JY0206
 JY0206.The horizontal coordinates were scaled from a topographic map and have
 JY0206.an estimated accuracy of +/- 6 seconds.
 JY0206
 JY0206.The orthometric height was determined by differential leveling
 JY0206.and adjusted by the National Geodetic Survey in June 1991..
 JY0206
 JY0206.The geoid height was determined by GEOID03.
 JY0206
 JY0206.The dynamic height is computed by dividing the NAVD 88
 JY0206.geopotential number by the normal gravity value computed on the
 JY0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0206.degrees latitude (g = 980.6199 gals.).
 JY0206
 JY0206.The modeled gravity was interpolated from observed gravity values.
 JY0206
 JY0206;                    North         East    Units  Estimated Accuracy
 JY0206;SPC OH S     -   133,190.      602,590.      MT  (+/- 180 meters Scaled)
 JY0206
 JY0206                          SUPERSEDED SURVEY CONTROL
 JY0206
 JY0206  NGVD 29 (??/??/92)  231.450  (m)          759.35   (f) ADJ UNCH    2 0
 JY0206
 JY0206.Superseded values are not recommended for survey control.
 JY0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0206.See file dsdata.txt to determine how the superseded data were derived.
 JY0206
 JY0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD730399(NAD 83)
 JY0206_MARKER: DB = BENCH MARK DISK
 JY0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0206_STAMPING: A 198 1958
 JY0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0206+STABILITY: SURFACE MOTION
 JY0206
 JY0206  HISTORY     - Date     Condition        Report By
 JY0206  HISTORY     - 1958     MONUMENTED       CGS
 JY0206
 JY0206                          STATION DESCRIPTION
 JY0206
 JY0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0206'0.8 MI SE FROM DUNDAS.
 JY0206'ABOUT 0.85 MILES SOUTHEAST ALONG THE CHEASPEAKE AND OHIO RAILWAY
 JY0206'FROM THE STATION AT DUNDAS, IN SECTION 3, R 17W, T 10N, ABOUT
 JY0206'273 YARDS WEST OF MILE POST 79, 33.8 FEET SOUTH OF SOUTH RAIL
 JY0206'OF SIDE TRACK, 47 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, 54
 JY0206'FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF A PRIVATE
 JY0206'FIELD ROAD AND THE MAIN TRACK, 107.8 FEET SOUTHWEST AND ACROSS
 JY0206'THE FIELD ROAD AND RAILWAY TRACK FROM A BLOCK SIGNAL, 107
 JY0206'FEET SOUTHWEST OF BENCH MARK X 119, 1 FOOT NORTH OF A WIRE
 JY0206'FENCE, 19 1/2 FEET WEST OF THE CENTER OF A GATE, 2 FEET EAST
 JY0206'OF A CONCRETE WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL
 JY0206'OF THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JY0206'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0364 ***********************************************************************
 HY0364  DESIGNATION -  A 199
 HY0364  PID         -  HY0364
 HY0364  STATE/COUNTY-  OH/GALLIA
 HY0364  USGS QUAD   -  VINTON (1975)
 HY0364
 HY0364                         *CURRENT SURVEY CONTROL
 HY0364  ___________________________________________________________________
 HY0364* NAD 83(1986)-  38 57 49.     (N)    082 19 49.     (W)     SCALED    
 HY0364* NAVD 88     -       203.185  (meters)     666.62   (feet)  ADJUSTED  
 HY0364  ___________________________________________________________________
 HY0364  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HY0364  DYNAMIC HT  -         203.057 (meters)     666.20  (feet)  COMP
 HY0364  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 HY0364
 HY0364  VERT ORDER  -  SECOND    CLASS 0
 HY0364
 HY0364.The horizontal coordinates were scaled from a topographic map and have
 HY0364.an estimated accuracy of +/- 6 seconds.
 HY0364
 HY0364.The orthometric height was determined by differential leveling
 HY0364.and adjusted by the National Geodetic Survey in June 1991..
 HY0364
 HY0364.The geoid height was determined by GEOID03.
 HY0364
 HY0364.The dynamic height is computed by dividing the NAVD 88
 HY0364.geopotential number by the normal gravity value computed on the
 HY0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0364.degrees latitude (g = 980.6199 gals.).
 HY0364
 HY0364.The modeled gravity was interpolated from observed gravity values.
 HY0364
 HY0364;                    North         East    Units  Estimated Accuracy
 HY0364;SPC OH S     -   106,990.      614,710.      MT  (+/- 180 meters Scaled)
 HY0364
 HY0364                          SUPERSEDED SURVEY CONTROL
 HY0364
 HY0364  NGVD 29 (??/??/92)  203.387  (m)          667.28   (f) ADJ UNCH    2 0
 HY0364
 HY0364.Superseded values are not recommended for survey control.
 HY0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0364.See file dsdata.txt to determine how the superseded data were derived.
 HY0364
 HY0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD847135(NAD 83)
 HY0364_MARKER: DB = BENCH MARK DISK
 HY0364_SETTING: 66 = SET IN ROCK OUTCROP
 HY0364_SP_SET: ROCK CUT
 HY0364_STAMPING: A 199 1958
 HY0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0364+STABILITY: POSITION/ELEVATION WELL
 HY0364
 HY0364  HISTORY     - Date     Condition        Report By
 HY0364  HISTORY     - 1958     MONUMENTED       CGS
 HY0364
 HY0364                          STATION DESCRIPTION
 HY0364
 HY0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0364'1.2 MI SE FROM VINTON.
 HY0364'ABOUT 1.15 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0364'FROM THE STATION AT VINTON, IN SECTION 25, R 16W, T 7N, ABOUT
 HY0364'0.35 MILE SOUTHEAST OF MILE POST 101, SET VERTICALLY IN THE
 HY0364'EAST-NORTHEAST FACE OF A 4-FOOT HIGH AND 7-FOOT WIDE EXPOSED
 HY0364'VERTICAL CLIFF OR OLD ROCK CUT, ABOUT 101 YARDS NORTH-NORTHWEST
 HY0364'OF TRESTLE NUMBER 101.4, 18 FEET WEST-SOUTHWEST OF WEST-SOUTHWEST
 HY0364'RAIL, ABOUT 2 FEET ABOVE THE GROUND AND ABOUT 1 FOOT ABOVE THE
 HY0364'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0091 ***********************************************************************
 HY0091  DESIGNATION -  A 200
 HY0091  PID         -  HY0091
 HY0091  STATE/COUNTY-  OH/GALLIA
 HY0091  USGS QUAD   -  GALLIPOLIS (1983)
 HY0091
 HY0091                         *CURRENT SURVEY CONTROL
 HY0091  ___________________________________________________________________
 HY0091* NAD 83(1986)-  38 49 35.     (N)    082 10 31.     (W)     SCALED    
 HY0091* NAVD 88     -       172.567  (meters)     566.16   (feet)  ADJUSTED  
 HY0091  ___________________________________________________________________
 HY0091  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HY0091  DYNAMIC HT  -         172.457 (meters)     565.80  (feet)  COMP
 HY0091  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 HY0091
 HY0091  VERT ORDER  -  SECOND    CLASS 0
 HY0091
 HY0091.The horizontal coordinates were scaled from a topographic map and have
 HY0091.an estimated accuracy of +/- 6 seconds.
 HY0091
 HY0091.The orthometric height was determined by differential leveling
 HY0091.and adjusted by the National Geodetic Survey in June 1991..
 HY0091
 HY0091.The geoid height was determined by GEOID03.
 HY0091
 HY0091.The dynamic height is computed by dividing the NAVD 88
 HY0091.geopotential number by the normal gravity value computed on the
 HY0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0091.degrees latitude (g = 980.6199 gals.).
 HY0091
 HY0091.The modeled gravity was interpolated from observed gravity values.
 HY0091
 HY0091;                    North         East    Units  Estimated Accuracy
 HY0091;SPC OH S     -    91,790.      628,200.      MT  (+/- 180 meters Scaled)
 HY0091
 HY0091                          SUPERSEDED SURVEY CONTROL
 HY0091
 HY0091  NGVD 29 (??/??/92)  172.762  (m)          566.80   (f) ADJ UNCH    2 0
 HY0091
 HY0091.Superseded values are not recommended for survey control.
 HY0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0091.See file dsdata.txt to determine how the superseded data were derived.
 HY0091
 HY0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC979981(NAD 83)
 HY0091_MARKER: DB = BENCH MARK DISK
 HY0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0091_SP_SET: MANHOLE
 HY0091_STAMPING: A 200 1958
 HY0091_MARK LOGO: CGS   
 HY0091_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY0091+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1995
 HY0091
 HY0091  HISTORY     - Date     Condition        Report By
 HY0091  HISTORY     - 1958     MONUMENTED       CGS
 HY0091  HISTORY     - 1976     GOOD             NGS
 HY0091  HISTORY     - 19950808 GOOD             OHDT
 HY0091
 HY0091                          STATION DESCRIPTION
 HY0091
 HY0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0091'1.4 MI NE FROM GALLIPOLIS.
 HY0091'ABOUT 1.4 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0091'FROM THE STATION AT GALLIPOLIS, IN SECTION  , R 14W, T 3N, ABOUT
 HY0091'151 YARDS SOUTHWEST OF MILE POST 116, SET IN THE TOP OF THE
 HY0091'EAST CORNER OF A WOOD COVERED CONCRETE MAN HOLE, 68 1/2 FEET
 HY0091'SOUTHEAST OF SOUTHEAST RAIL OF A SIDING, 69 1/2 FEET SOUTHEAST OF
 HY0091'SOUTHEAST RAIL OF MAIN TRACK, 115 1/2 FEET SOUTH OF THE CENTER
 HY0091'OF A PRIVATE FIELD ROAD CROSSING, 68 FEET SOUTH OF A SWITCHSTAND
 HY0091'LOCATED AT THE NORTHEAST END OF A SIDING, 32 FEET SOUTHEAST
 HY0091'OF THE CENTER LINE OF A GRADED ROAD (CINDER) PARALLEL TO THE
 HY0091'TRACK, 2 FEET NORTHEAST OF NORTHEAST FACE OF A 12-FOOT BY 7-FOOT
 HY0091'CONCRETE PUMP HOUSE, ABOUT 163 YARDS NORTHEAST OF THE CROSSING
 HY0091'OF THE GRADED CINDER ROAD, ABOUT LEVEL WITH THE TOP OF THE
 HY0091'RAIL.
 HY0091
 HY0091                          STATION RECOVERY (1976)
 HY0091
 HY0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0091'RECOVERED IN GOOD CONDITION.
 HY0091
 HY0091                          STATION RECOVERY (1995)
 HY0091
 HY0091'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (JAA)
 HY0091'1.4 MILES (2.3 KM) NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0091'FROM THE STATION AT GALLIPOLIS, IN SECTION ,R14W, T3N, ABOUT 151 YARDS
 HY0091'SOUTHWEST OF MILES POST 116 , SET IN THE TOP THE EAST CORNER OF A WOOD
 HY0091'CONCRETE MANHOLE, 68.5 FEET (20.9 M) SOUTHEAST OF SOUTHEAST RAIL OF A
 HY0091'SIDING, 69.5 FEET (21.2 M) SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK,
 HY0091'115.5 FEET (35.2 M) SOUTH OF THE CENTER OF A PRIVATE FIELD ROAD
 HY0091'CROSSING, 68 FEET (20.7 M) SOUTH OF A SWITCHSTAND LOCATED AT THE
 HY0091'NORTHEAST END OF A SIDING, 32 FEET (9.8 M) SOUTHEAST OF THE CENTER
 HY0091'LINE OF A GRADED ROAD ( CINDER ) PARALLEL TO THE TRACK, 2 FEET (0.6 M)
 HY0091'NORTHEAST OF OF NORTHEAST FACE OF A 12-FOOT BY 7-FOOT CONCRETE PUMP
 HY0091'HOUSE, ABOUT 490 FT (149.4 M) NORTHEAST OF THE CROSSING OG THE GRADED
 HY0091'CINDER ROAD, ABOUT LEVEL WITH THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0058 ***********************************************************************
 HY0058  DESIGNATION -  A 201 RESET
 HY0058  PID         -  HY0058
 HY0058  STATE/COUNTY-  OH/JACKSON
 HY0058  USGS QUAD   -  RIO GRANDE (1975)
 HY0058
 HY0058                         *CURRENT SURVEY CONTROL
 HY0058  ___________________________________________________________________
 HY0058* NAD 83(1986)-  38 53 03.     (N)    082 28 35.     (W)     SCALED    
 HY0058* NAVD 88     -       200.03   (+/-2cm)     656.3    (feet)  VERTCON   
 HY0058  ___________________________________________________________________
 HY0058  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HY0058
 HY0058  VERT ORDER  -  THIRD (See Below)
 HY0058
 HY0058.The horizontal coordinates were scaled from a topographic map and have
 HY0058.an estimated accuracy of +/- 6 seconds.
 HY0058
 HY0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY0058.The vertical order pertains to the NGVD 29 superseded value.
 HY0058
 HY0058.The geoid height was determined by GEOID03.
 HY0058
 HY0058;                    North         East    Units  Estimated Accuracy
 HY0058;SPC OH S     -    98,160.      602,050.      MT  (+/- 180 meters Scaled)
 HY0058
 HY0058                          SUPERSEDED SURVEY CONTROL
 HY0058
 HY0058  NGVD 29 (??/??/??)  200.22   (m)          656.9    (f) RESET       3  
 HY0058
 HY0058.Superseded values are not recommended for survey control.
 HY0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0058.See file dsdata.txt to determine how the superseded data were derived.
 HY0058
 HY0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD719049(NAD 83)
 HY0058_MARKER: DB = BENCH MARK DISK
 HY0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0058_SP_SET: ABUTMENT
 HY0058_STAMPING: A 201 1958
 HY0058_MARK LOGO: CGS   
 HY0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0058
 HY0058  HISTORY     - Date     Condition        Report By
 HY0058  HISTORY     - 1958     MONUMENTED       CGS
 HY0058  HISTORY     - 1964     GOOD             CGS
 HY0058
 HY0058                          STATION DESCRIPTION
 HY0058
 HY0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HY0058'2 MI SW FROM THURMAN.
 HY0058'ABOUT 1.95 MILES SOUTHWEST ALONG STATE HIGHWAY 279 FROM ITS JUNCTION
 HY0058'WITH U.S. HIGHWAY 35 AT THURMAN, ABOUT 0.55 MILE NORTHEAST OF
 HY0058'A SMALL STEEL BRIDGE OVER SYMMES CREEK, SET IN THE TOP OF THE
 HY0058'NORTHWEST WINGWALL OF THE REAR ABUTMENT OF A NEW, THREE-SPAN,
 HY0058'CONCRETE SLAB TOPPED BRIDGE, LOCATED ABOUT 100 FEET DOWNSTREAM
 HY0058'FROM THE ORIGINAL LOCATION, 1 FOOT FROM THE END OF CONCRETE IN THE
 HY0058'BRANCH OF SYMMES CREEK BRIDGE S.R. 279 SEC. 17.31 JACKSON COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0390 ***********************************************************************
 HY0390  DESIGNATION -  A 202
 HY0390  PID         -  HY0390
 HY0390  STATE/COUNTY-  OH/GALLIA
 HY0390  USGS QUAD   -  PATRIOT (1990)
 HY0390
 HY0390                         *CURRENT SURVEY CONTROL
 HY0390  ___________________________________________________________________
 HY0390* NAD 83(1986)-  38 50 17.     (N)    082 26 27.     (W)     SCALED    
 HY0390* NAVD 88     -       215.238  (meters)     706.16   (feet)  ADJUSTED  
 HY0390  ___________________________________________________________________
 HY0390  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY0390  DYNAMIC HT  -         215.100 (meters)     705.71  (feet)  COMP
 HY0390  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 HY0390
 HY0390  VERT ORDER  -  SECOND    CLASS 0
 HY0390
 HY0390.The horizontal coordinates were scaled from a topographic map and have
 HY0390.an estimated accuracy of +/- 6 seconds.
 HY0390
 HY0390.The orthometric height was determined by differential leveling
 HY0390.and adjusted by the National Geodetic Survey in June 1991..
 HY0390
 HY0390.The geoid height was determined by GEOID03.
 HY0390
 HY0390.The dynamic height is computed by dividing the NAVD 88
 HY0390.geopotential number by the normal gravity value computed on the
 HY0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0390.degrees latitude (g = 980.6199 gals.).
 HY0390
 HY0390.The modeled gravity was interpolated from observed gravity values.
 HY0390
 HY0390;                    North         East    Units  Estimated Accuracy
 HY0390;SPC OH S     -    93,040.      605,140.      MT  (+/- 180 meters Scaled)
 HY0390
 HY0390                          SUPERSEDED SURVEY CONTROL
 HY0390
 HY0390  NGVD 29 (??/??/92)  215.426  (m)          706.78   (f) ADJ UNCH    2 0
 HY0390
 HY0390.Superseded values are not recommended for survey control.
 HY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0390.See file dsdata.txt to determine how the superseded data were derived.
 HY0390
 HY0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC749997(NAD 83)
 HY0390_MARKER: DB = BENCH MARK DISK
 HY0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0390_STAMPING: A 202 1958
 HY0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0390+STABILITY: SURFACE MOTION
 HY0390
 HY0390  HISTORY     - Date     Condition        Report By
 HY0390  HISTORY     - 1958     MONUMENTED       CGS
 HY0390  HISTORY     - 1976     GOOD             NGS
 HY0390
 HY0390                          STATION DESCRIPTION
 HY0390
 HY0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0390'4.7 MI S FROM THURMAN.
 HY0390'ABOUT 0.45 MILES SOUTH ALONG STATE HIGHWAY 279 FROM ITS JUNCTION
 HY0390'WITH U.S. HIGHWAY 35 AT THURMAN, THENCE 4.25 MILES SOUTH ALONG
 HY0390'BLACKTOP ROAD, IN SECTION 7, T 5N, R 16W, NEAR THE TOP OF GRADE,
 HY0390'15 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 44 FEET
 HY0390'WEST-SOUTHWEST AND ACROSS ROAD FROM A 36-INCH ELM TREE IN A
 HY0390'FENCE LINE, 3 FEET NORTHEAST OF A FENCE LINE, 2 FEET NORTH OF
 HY0390'A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE
 HY0390'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE MARK MAY
 HY0390'BE REACHED FROM GAGE, GALLIA COUNTY, BY GOING NORTHWEST ALONG
 HY0390'STATE HIGHWAY 325 FOR 0.3 MILE FROM ITS JUNCTION WITH STATE
 HY0390'HIGHWAY 141, THENCE 3.6 MILES NORTHWEST ALONG A GRAVEL ROAD.
 HY0390
 HY0390                          STATION RECOVERY (1976)
 HY0390
 HY0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0139 ***********************************************************************
 HY0139  DESIGNATION -  A 203
 HY0139  PID         -  HY0139
 HY0139  STATE/COUNTY-  OH/GALLIA
 HY0139  USGS QUAD   -  GALLIPOLIS (1983)
 HY0139
 HY0139                         *CURRENT SURVEY CONTROL
 HY0139  ___________________________________________________________________
 HY0139* NAD 83(1986)-  38 48 31.     (N)    082 12 16.     (W)     SCALED    
 HY0139* NAVD 88     -       175.421  (meters)     575.53   (feet)  ADJUSTED  
 HY0139  ___________________________________________________________________
 HY0139  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HY0139  DYNAMIC HT  -         175.309 (meters)     575.16  (feet)  COMP
 HY0139  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 HY0139
 HY0139  VERT ORDER  -  SECOND    CLASS 0
 HY0139
 HY0139.The horizontal coordinates were scaled from a topographic map and have
 HY0139.an estimated accuracy of +/- 6 seconds.
 HY0139
 HY0139.The orthometric height was determined by differential leveling
 HY0139.and adjusted by the National Geodetic Survey in June 1991..
 HY0139
 HY0139.The geoid height was determined by GEOID03.
 HY0139
 HY0139.The dynamic height is computed by dividing the NAVD 88
 HY0139.geopotential number by the normal gravity value computed on the
 HY0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0139.degrees latitude (g = 980.6199 gals.).
 HY0139
 HY0139.The modeled gravity was interpolated from observed gravity values.
 HY0139
 HY0139;                    North         East    Units  Estimated Accuracy
 HY0139;SPC OH S     -    89,810.      625,670.      MT  (+/- 180 meters Scaled)
 HY0139
 HY0139                          SUPERSEDED SURVEY CONTROL
 HY0139
 HY0139  NGVD 29 (??/??/92)  175.610  (m)          576.15   (f) ADJ UNCH    2 0
 HY0139
 HY0139.Superseded values are not recommended for survey control.
 HY0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0139.See file dsdata.txt to determine how the superseded data were derived.
 HY0139
 HY0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC954962(NAD 83)
 HY0139_MARKER: DB = BENCH MARK DISK
 HY0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0139_SP_SET: BUILDING
 HY0139_STAMPING: A 203 1958
 HY0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0139
 HY0139  HISTORY     - Date     Condition        Report By
 HY0139  HISTORY     - 1958     MONUMENTED       CGS
 HY0139  HISTORY     - 1976     GOOD             NGS
 HY0139
 HY0139                          STATION DESCRIPTION
 HY0139
 HY0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0139'AT GALLIPOLIS.
 HY0139'AT GALLIPOLIS, ALONG SECOND AVENUE, SET VERTICALLY IN THE
 HY0139'SOUTHWEST FACE OF THE POST OFFICE BUILDING, 379 FEET NORTHEAST
 HY0139'OF THE NORTHEAST CURB OF STATE STREET, 26 1/2 FEET NORTHWEST
 HY0139'OF THE NORTHWEST CURB OF SECOND AVENUE, 1.4 FEET NORTHWEST OF THE
 HY0139'SOUTH CORNER OF THE BUILDING, ABOUT 2 FEET ABOVE THE GROUND AND
 HY0139'2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 HY0139
 HY0139                          STATION RECOVERY (1976)
 HY0139
 HY0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0118 ***********************************************************************
 HY0118  DESIGNATION -  A 204
 HY0118  PID         -  HY0118
 HY0118  STATE/COUNTY-  OH/GALLIA
 HY0118  USGS QUAD   -  MERCERVILLE (1985)
 HY0118
 HY0118                         *CURRENT SURVEY CONTROL
 HY0118  ___________________________________________________________________
 HY0118* NAD 83(1986)-  38 44 13.     (N)    082 18 37.     (W)     SCALED    
 HY0118* NAVD 88     -       186.555  (meters)     612.06   (feet)  ADJUSTED  
 HY0118  ___________________________________________________________________
 HY0118  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 HY0118  DYNAMIC HT  -         186.434 (meters)     611.66  (feet)  COMP
 HY0118  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 HY0118
 HY0118  VERT ORDER  -  SECOND    CLASS 0
 HY0118
 HY0118.The horizontal coordinates were scaled from a topographic map and have
 HY0118.an estimated accuracy of +/- 6 seconds.
 HY0118
 HY0118.The orthometric height was determined by differential leveling
 HY0118.and adjusted by the National Geodetic Survey in June 1991..
 HY0118
 HY0118.The geoid height was determined by GEOID03.
 HY0118
 HY0118.The dynamic height is computed by dividing the NAVD 88
 HY0118.geopotential number by the normal gravity value computed on the
 HY0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0118.degrees latitude (g = 980.6199 gals.).
 HY0118
 HY0118.The modeled gravity was interpolated from observed gravity values.
 HY0118
 HY0118;                    North         East    Units  Estimated Accuracy
 HY0118;SPC OH S     -    81,830.      616,500.      MT  (+/- 180 meters Scaled)
 HY0118
 HY0118                          SUPERSEDED SURVEY CONTROL
 HY0118
 HY0118  NGVD 29 (??/??/92)  186.742  (m)          612.67   (f) ADJ UNCH    2 0
 HY0118
 HY0118.Superseded values are not recommended for survey control.
 HY0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0118.See file dsdata.txt to determine how the superseded data were derived.
 HY0118
 HY0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC861884(NAD 83)
 HY0118_MARKER: DB = BENCH MARK DISK
 HY0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0118_STAMPING: A 204 1958
 HY0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0118+STABILITY: SURFACE MOTION
 HY0118
 HY0118  HISTORY     - Date     Condition        Report By
 HY0118  HISTORY     - 1958     MONUMENTED       CGS
 HY0118
 HY0118                          STATION DESCRIPTION
 HY0118
 HY0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0118'2.4 MI NE FROM LINCOLN CHAPEL.
 HY0118'ABOUT 2.45 MILES NORTHEAST ALONG LINCOLN PIKE ROAD FROM THE
 HY0118'LINCOLN CHAPEL CHURCH AT LINCOLN CHAPEL, IN SECTION 23, T 4N,
 HY0118'R 15W, ABOUT 0.8 MILE SOUTHEAST OF THE JUNCTION OF JOHNSON ROAD
 HY0118'LEADING EAST, 13 FEET EAST OF THE CENTER LINE OF LINCOLN PIKE
 HY0118'ROAD, 1 FOOT WEST OF A WIRE FENCE, 32 FEET NORTH OF THE CENTER
 HY0118'OF A GAP IN THE FENCE, 150 FEET SOUTH OF THE CENTER OF THE EAST
 HY0118'END OF A 30-INCH PIPE CULVERT WITH ROCK HEADWALLS, 78 1/2 FEET
 HY0118'SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A
 HY0118'BARN, 97 YARDS SOUTH OF A DRIVE TO A TWO-STORY WHITE HOUSE
 HY0118'(WILLIAMS AND ROGERS FARM), 2 FEET SOUTH OF A CONCRETE WITNESS
 HY0118'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 HY0118'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0150 ***********************************************************************
 HY0150  DESIGNATION -  A 205
 HY0150  PID         -  HY0150
 HY0150  STATE/COUNTY-  OH/GALLIA
 HY0150  USGS QUAD   -  ATHALIA (1985)
 HY0150
 HY0150                         *CURRENT SURVEY CONTROL
 HY0150  ___________________________________________________________________
 HY0150* NAD 83(1986)-  38 37 26.     (N)    082 19 59.     (W)     SCALED    
 HY0150* NAVD 88     -       217.591  (meters)     713.88   (feet)  ADJUSTED  
 HY0150  ___________________________________________________________________
 HY0150  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HY0150  DYNAMIC HT  -         217.447 (meters)     713.41  (feet)  COMP
 HY0150  MODELED GRAV-     979,964.0   (mgal)                       NAVD 88
 HY0150
 HY0150  VERT ORDER  -  SECOND    CLASS 0
 HY0150
 HY0150.The horizontal coordinates were scaled from a topographic map and have
 HY0150.an estimated accuracy of +/- 6 seconds.
 HY0150
 HY0150.The orthometric height was determined by differential leveling
 HY0150.and adjusted by the National Geodetic Survey in June 1991..
 HY0150
 HY0150.The geoid height was determined by GEOID03.
 HY0150
 HY0150.The dynamic height is computed by dividing the NAVD 88
 HY0150.geopotential number by the normal gravity value computed on the
 HY0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0150.degrees latitude (g = 980.6199 gals.).
 HY0150
 HY0150.The modeled gravity was interpolated from observed gravity values.
 HY0150
 HY0150;                    North         East    Units  Estimated Accuracy
 HY0150;SPC OH S     -    69,280.      614,540.      MT  (+/- 180 meters Scaled)
 HY0150
 HY0150                          SUPERSEDED SURVEY CONTROL
 HY0150
 HY0150  NGVD 29 (??/??/92)  217.769  (m)          714.46   (f) ADJ UNCH    2 0
 HY0150
 HY0150.Superseded values are not recommended for survey control.
 HY0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0150.See file dsdata.txt to determine how the superseded data were derived.
 HY0150
 HY0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC839758(NAD 83)
 HY0150_MARKER: DB = BENCH MARK DISK
 HY0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0150_SP_SET: ABUTMENT
 HY0150_STAMPING: A 205 1958
 HY0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0150
 HY0150  HISTORY     - Date     Condition        Report By
 HY0150  HISTORY     - 1958     MONUMENTED       CGS
 HY0150  HISTORY     - 1976     GOOD             NGS
 HY0150
 HY0150                          STATION DESCRIPTION
 HY0150
 HY0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0150'3.8 MI NW FROM CROWN CITY.
 HY0150'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 553 FROM ITS
 HY0150'JUNCTION WITH STATE HIGHWAY 7 AT CROWN CITY, THENCE 1.6 MILES
 HY0150'NORTHWEST ALONG GEORGES CREEK ROAD, IN SECTION  , T 3N, R 15W,
 HY0150'ABOUT 1.05 MILES SOUTHEAST OF THE JUNCTION OF HARLAND CREEK ROAD,
 HY0150'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 HY0150'OF AN 18 FOOT CONCRETE BRIDGE ACROSS GEORGES CREEK, ABOUT 0.05
 HY0150'MILE WEST OF A SIMILAR BRIDGE, ABOUT 0.05 MILE WEST OF A TWO-STORY
 HY0150'FARM HOUSE, 9 FEET NORTH OF THE CENTER LINE OF THE BLACKTOP
 HY0150'ROAD, 1/2 FOOT NORTH OF THE GUARD RAIL BANNISTER, ABOUT 1/2 FOOT
 HY0150'BELOW THE LEVEL OF THE ROAD.
 HY0150
 HY0150                          STATION RECOVERY (1976)
 HY0150
 HY0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0344 ***********************************************************************
 HY0344  DESIGNATION -  A 206
 HY0344  PID         -  HY0344
 HY0344  STATE/COUNTY-  OH/GALLIA
 HY0344  USGS QUAD   -  ADDISON (1989)
 HY0344
 HY0344                         *CURRENT SURVEY CONTROL
 HY0344  ___________________________________________________________________
 HY0344* NAD 83(1986)-  38 57 14.     (N)    082 14 47.     (W)     SCALED    
 HY0344* NAVD 88     -       197.816  (meters)     649.00   (feet)  ADJUSTED  
 HY0344  ___________________________________________________________________
 HY0344  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 HY0344  DYNAMIC HT  -         197.691 (meters)     648.59  (feet)  COMP
 HY0344  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 HY0344
 HY0344  VERT ORDER  -  SECOND    CLASS 0
 HY0344
 HY0344.The horizontal coordinates were scaled from a topographic map and have
 HY0344.an estimated accuracy of +/- 6 seconds.
 HY0344
 HY0344.The orthometric height was determined by differential leveling
 HY0344.and adjusted by the National Geodetic Survey in June 1991..
 HY0344
 HY0344.The geoid height was determined by GEOID03.
 HY0344
 HY0344.The dynamic height is computed by dividing the NAVD 88
 HY0344.geopotential number by the normal gravity value computed on the
 HY0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0344.degrees latitude (g = 980.6199 gals.).
 HY0344
 HY0344.The modeled gravity was interpolated from observed gravity values.
 HY0344
 HY0344;                    North         East    Units  Estimated Accuracy
 HY0344;SPC OH S     -   105,930.      621,980.      MT  (+/- 180 meters Scaled)
 HY0344
 HY0344                          SUPERSEDED SURVEY CONTROL
 HY0344
 HY0344  NGVD 29 (??/??/92)  197.990  (m)          649.57   (f) ADJ UNCH    2 0
 HY0344
 HY0344.Superseded values are not recommended for survey control.
 HY0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0344.See file dsdata.txt to determine how the superseded data were derived.
 HY0344
 HY0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD920123(NAD 83)
 HY0344_MARKER: DB = BENCH MARK DISK
 HY0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0344_STAMPING: A 206 1958
 HY0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0344+STABILITY: SURFACE MOTION
 HY0344
 HY0344  HISTORY     - Date     Condition        Report By
 HY0344  HISTORY     - 1958     MONUMENTED       CGS
 HY0344  HISTORY     - 1976     GOOD             NGS
 HY0344
 HY0344                          STATION DESCRIPTION
 HY0344
 HY0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0344'1.4 MI SW FROM ENO.
 HY0344'ABOUT 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 554 FROM THE JUNCTION
 HY0344'OF VINTON-ENO ROAD AT ENO, ABOUT 0.45 MILE SOUTHWEST OF CROSSING
 HY0344'OF AN EAST-WEST POWER TRANSMISSION LINE, 29 FEET NORTHWEST OF
 HY0344'CENTER LINE OF HIGHWAY, 29 FEET NORTHWEST OF CENTER OF JUNCTION
 HY0344'OF HIGHWAY AND WHEATON ROAD LEADING EAST, 51 FEET NORTHEAST OF
 HY0344'NORTHWEST END OF A 12-INCH PIPE CULVERT UNDER HIGHWAY, 26 FEET
 HY0344'SOUTHWEST OF A 10-INCH WHITE OAK TREE, 2 FEET WEST OF A CONCRETE
 HY0344'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 HY0344'CONCRETE POST PROJECTING 3 INCHES.
 HY0344
 HY0344                          STATION RECOVERY (1976)
 HY0344
 HY0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0349 ***********************************************************************
 JY0349  DESIGNATION -  A 207
 JY0349  PID         -  JY0349
 JY0349  STATE/COUNTY-  OH/MEIGS
 JY0349  USGS QUAD   -  RUTLAND (1995)
 JY0349
 JY0349                         *CURRENT SURVEY CONTROL
 JY0349  ___________________________________________________________________
 JY0349* NAD 83(1986)-  39 03 00.     (N)    082 14 02.     (W)     SCALED    
 JY0349* NAVD 88     -       203.093  (meters)     666.31   (feet)  ADJUSTED  
 JY0349  ___________________________________________________________________
 JY0349  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JY0349  DYNAMIC HT  -         202.965 (meters)     665.89  (feet)  COMP
 JY0349  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JY0349
 JY0349  VERT ORDER  -  SECOND    CLASS 0
 JY0349
 JY0349.The horizontal coordinates were scaled from a topographic map and have
 JY0349.an estimated accuracy of +/- 6 seconds.
 JY0349
 JY0349.The orthometric height was determined by differential leveling
 JY0349.and adjusted by the National Geodetic Survey in June 1991..
 JY0349
 JY0349.The geoid height was determined by GEOID03.
 JY0349
 JY0349.The dynamic height is computed by dividing the NAVD 88
 JY0349.geopotential number by the normal gravity value computed on the
 JY0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0349.degrees latitude (g = 980.6199 gals.).
 JY0349
 JY0349.The modeled gravity was interpolated from observed gravity values.
 JY0349
 JY0349;                    North         East    Units  Estimated Accuracy
 JY0349;SPC OH S     -   116,600.      623,040.      MT  (+/- 180 meters Scaled)
 JY0349
 JY0349                          SUPERSEDED SURVEY CONTROL
 JY0349
 JY0349  NGVD 29 (??/??/92)  203.281  (m)          666.93   (f) ADJ UNCH    2 0
 JY0349
 JY0349.Superseded values are not recommended for survey control.
 JY0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0349.See file dsdata.txt to determine how the superseded data were derived.
 JY0349
 JY0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD932230(NAD 83)
 JY0349_MARKER: DB = BENCH MARK DISK
 JY0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0349_SP_SET: CULVERT
 JY0349_STAMPING: A 207 1958
 JY0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0349
 JY0349  HISTORY     - Date     Condition        Report By
 JY0349  HISTORY     - 1958     MONUMENTED       CGS
 JY0349
 JY0349                          STATION DESCRIPTION
 JY0349
 JY0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0349'3.2 MI W FROM LANGSVILLE.
 JY0349'ABOUT 3.25 MILES WEST ALONG STATE HIGHWAY 124 FROM THE BRIDGE
 JY0349'OVER LEADING CREEK AT LANGSVILLE, ABOUT 1.95 MILES EAST OF THE
 JY0349'SCHOOL AT SALEM CENTER, 80 YARDS WEST OF JUNCTION OF A GRAVEL
 JY0349'ROAD NORTH, IN THE TOP OF EAST END OF NORTH HEAD WALL OF AN
 JY0349'8-FOOT SKEW CONCRETE CULVERT, 22 FEET NORTH OF CENTER LINE OF
 JY0349'HIGHWAY AND 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1088 ***********************************************************************
 HY1088  DESIGNATION -  A 208
 HY1088  PID         -  HY1088
 HY1088  STATE/COUNTY-  OH/SCIOTO
 HY1088  USGS QUAD   -  PORTSMOUTH (1975)
 HY1088
 HY1088                         *CURRENT SURVEY CONTROL
 HY1088  ___________________________________________________________________
 HY1088* NAD 83(1986)-  38 44 37.     (N)    082 59 26.     (W)     SCALED    
 HY1088* NAVD 88     -       162.706  (meters)     533.81   (feet)  ADJUSTED  
 HY1088  ___________________________________________________________________
 HY1088  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY1088  DYNAMIC HT  -         162.605 (meters)     533.48  (feet)  COMP
 HY1088  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 HY1088
 HY1088  VERT ORDER  -  FIRST     CLASS I
 HY1088
 HY1088.The horizontal coordinates were scaled from a topographic map and have
 HY1088.an estimated accuracy of +/- 6 seconds.
 HY1088
 HY1088.The orthometric height was determined by differential leveling
 HY1088.and adjusted by the National Geodetic Survey in June 1991..
 HY1088
 HY1088.The geoid height was determined by GEOID03.
 HY1088
 HY1088.The dynamic height is computed by dividing the NAVD 88
 HY1088.geopotential number by the normal gravity value computed on the
 HY1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1088.degrees latitude (g = 980.6199 gals.).
 HY1088
 HY1088.The modeled gravity was interpolated from observed gravity values.
 HY1088
 HY1088;                    North         East    Units  Estimated Accuracy
 HY1088;SPC OH S     -    82,670.      557,350.      MT  (+/- 180 meters Scaled)
 HY1088
 HY1088                          SUPERSEDED SURVEY CONTROL
 HY1088
 HY1088  NGVD 29 (??/??/92)  162.999  (m)          534.77   (f) ADJ UNCH    1 1
 HY1088
 HY1088.Superseded values are not recommended for survey control.
 HY1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1088.See file dsdata.txt to determine how the superseded data were derived.
 HY1088
 HY1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC270902(NAD 83)
 HY1088_MARKER: DB = BENCH MARK DISK
 HY1088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1088_SP_SET: OVERPASS HEAD WALL
 HY1088_STAMPING: A 208 1958
 HY1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1088
 HY1088  HISTORY     - Date     Condition        Report By
 HY1088  HISTORY     - 1958     MONUMENTED       CGS
 HY1088  HISTORY     - 1967     GOOD             NGS
 HY1088
 HY1088                          STATION DESCRIPTION
 HY1088
 HY1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1088'0.1 MI S FROM PORTSMOUTH.
 HY1088'ABOUT 0.1 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HY1088'THE STATION AT PORTSMOUTH, SET IN THE TOP OF THE SOUTH END OF
 HY1088'THE EAST HEADWALL TO A RAILWAY OVERPASS OVER SIXTEENTH STREET,
 HY1088'8 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 0.3 FEET SOUTH
 HY1088'OF THE SOUTH END OF THE EAST GUARD RAIL, ABOUT 1 FOOT ABOVE THE
 HY1088'LEVEL OF THE TRACK.  NOTE-- THE MARK WAS SET TO REPLACE P 72
 HY1088'WHICH WILL BE DESTROYED BY HIGHWAY CONSTRUCTION.
 HY1088
 HY1088                          STATION RECOVERY (1967)
 HY1088
 HY1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HY1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1378 ***********************************************************************
 HY1378  DESIGNATION -  A 209
 HY1378  PID         -  HY1378
 HY1378  STATE/COUNTY-  OH/LAWRENCE
 HY1378  USGS QUAD   -  IRONTON (1987)
 HY1378
 HY1378                         *CURRENT SURVEY CONTROL
 HY1378  ___________________________________________________________________
 HY1378* NAD 83(1986)-  38 32 20.     (N)    082 40 35.     (W)     SCALED    
 HY1378* NAVD 88     -       188.390  (meters)     618.08   (feet)  ADJUSTED  
 HY1378  ___________________________________________________________________
 HY1378  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY1378  DYNAMIC HT  -         188.267 (meters)     617.67  (feet)  COMP
 HY1378  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 HY1378
 HY1378  VERT ORDER  -  SECOND    CLASS 0
 HY1378
 HY1378.The horizontal coordinates were scaled from a topographic map and have
 HY1378.an estimated accuracy of +/- 6 seconds.
 HY1378
 HY1378.The orthometric height was determined by differential leveling
 HY1378.and adjusted by the National Geodetic Survey in June 1991..
 HY1378
 HY1378.The geoid height was determined by GEOID03.
 HY1378
 HY1378.The dynamic height is computed by dividing the NAVD 88
 HY1378.geopotential number by the normal gravity value computed on the
 HY1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1378.degrees latitude (g = 980.6199 gals.).
 HY1378
 HY1378.The modeled gravity was interpolated from observed gravity values.
 HY1378
 HY1378;                    North         East    Units  Estimated Accuracy
 HY1378;SPC OH S     -    59,840.      584,620.      MT  (+/- 180 meters Scaled)
 HY1378
 HY1378                          SUPERSEDED SURVEY CONTROL
 HY1378
 HY1378  NGVD 29 (??/??/92)  188.577  (m)          618.69   (f) ADJ UNCH    2 0
 HY1378
 HY1378.Superseded values are not recommended for survey control.
 HY1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1378.See file dsdata.txt to determine how the superseded data were derived.
 HY1378
 HY1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC538669(NAD 83)
 HY1378_MARKER: DB = BENCH MARK DISK
 HY1378_SETTING: 66 = SET IN ROCK OUTCROP
 HY1378_SP_SET: ROCK CLIFF
 HY1378_STAMPING: A 209 1958
 HY1378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1378+STABILITY: POSITION/ELEVATION WELL
 HY1378
 HY1378  HISTORY     - Date     Condition        Report By
 HY1378  HISTORY     - 1958     MONUMENTED       CGS
 HY1378  HISTORY     - 1972     MARK NOT FOUND   NGS
 HY1378
 HY1378                          STATION DESCRIPTION
 HY1378
 HY1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1378'0.4 MI NE FROM IRONTON.
 HY1378'ABOUT 0.4 MILES NORTHEAST ALONG STATE HIGHWAY 75 FROM THE COURT
 HY1378'HOUSE AT IRONTON, AT THE JUNCTION OF PARK AVENUE (STATE HIGHWAY
 HY1378'75) AND VERNON STREET, AT THE SOUTHWEST END OF THE TUNNEL, SET
 HY1378'VERTICALLY IN THE NORTHWEST FACE OF A ROCK CLIFF, 18 FEET EAST
 HY1378'OF THE CENTER LINE OF THE JUNCTION, 54 FEET SOUTHWEST OF THE
 HY1378'SOUTHWEST END OF THE TUNNEL, IN SECTION 20, T 2N, R 18W, ABOUT
 HY1378'3 1/2 FEET ABOVE THE LEVEL OF THE STREET.
 HY1378
 HY1378                          STATION RECOVERY (1972)
 HY1378
 HY1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HY1378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0423 ***********************************************************************
 MC0423  DESIGNATION -  A 21
 MC0423  PID         -  MC0423
 MC0423  STATE/COUNTY-  OH/SENECA
 MC0423  USGS QUAD   -  ALVADA (1972)
 MC0423
 MC0423                         *CURRENT SURVEY CONTROL
 MC0423  ___________________________________________________________________
 MC0423* NAD 83(1986)-  41 05 39.     (N)    083 24 21.     (W)     SCALED    
 MC0423* NAVD 88     -       245.429  (meters)     805.21   (feet)  POSTED    
 MC0423  ___________________________________________________________________
 MC0423  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC0423  DYNAMIC HT  -         245.320 (meters)     804.85  (feet)  COMP
 MC0423  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 MC0423
 MC0423  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MC0423
 MC0423.The horizontal coordinates were scaled from a topographic map and have
 MC0423.an estimated accuracy of +/- 6 seconds.
 MC0423
 MC0423.The orthometric height was determined by differential leveling
 MC0423.and adjusted by the National Geodetic Survey in 1992..
 MC0423.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MC0423.rate of 3.1 thru 4.0 mm/km.
 MC0423
 MC0423.The geoid height was determined by GEOID03.
 MC0423
 MC0423.The dynamic height is computed by dividing the NAVD 88
 MC0423.geopotential number by the normal gravity value computed on the
 MC0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0423.degrees latitude (g = 980.6199 gals.).
 MC0423
 MC0423.The modeled gravity was interpolated from observed gravity values.
 MC0423
 MC0423;                    North         East    Units  Estimated Accuracy
 MC0423;SPC OH N     -   158,910.      523,900.      MT  (+/- 180 meters Scaled)
 MC0423
 MC0423                          SUPERSEDED SURVEY CONTROL
 MC0423
 MC0423  NGVD 29 (??/??/92)  245.592  (m)          805.75   (f) ADJ UNCH    2 0
 MC0423
 MC0423.Superseded values are not recommended for survey control.
 MC0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0423.See file dsdata.txt to determine how the superseded data were derived.
 MC0423
 MC0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF979520(NAD 83)
 MC0423_MARKER: DB = BENCH MARK DISK
 MC0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0423_STAMPING: A 21 1934
 MC0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0423+STABILITY: SURFACE MOTION
 MC0423
 MC0423  HISTORY     - Date     Condition        Report By
 MC0423  HISTORY     - 1934     MONUMENTED       CGS
 MC0423
 MC0423                          STATION DESCRIPTION
 MC0423
 MC0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0423'5 MI S FROM FOSTORIA.
 MC0423'5.0 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 MC0423'STATION AT FOSTORIA, SENECA COUNTY, 0.3 MILE WEST OF U.S. HIGHWAY
 MC0423'23, 48 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A TARVIA
 MC0423'ROAD, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD, 32 FEET EAST
 MC0423'OF THE EAST RAIL, 2 FEET WEST OF THE FENCE, AND ABOUT 10 FEET
 MC0423'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 21 1934 AND
 MC0423'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0098 ***********************************************************************
 HY0098  DESIGNATION -  A 210
 HY0098  PID         -  HY0098
 HY0098  STATE/COUNTY-  OH/LAWRENCE
 HY0098  USGS QUAD   -  AID (1985)
 HY0098
 HY0098                         *CURRENT SURVEY CONTROL
 HY0098  ___________________________________________________________________
 HY0098* NAD 83(1986)-  38 37 03.     (N)    082 28 17.     (W)     SCALED    
 HY0098* NAVD 88     -       200.749  (meters)     658.62   (feet)  ADJUSTED  
 HY0098  ___________________________________________________________________
 HY0098  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 HY0098  DYNAMIC HT  -         200.617 (meters)     658.19  (feet)  COMP
 HY0098  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 HY0098
 HY0098  VERT ORDER  -  SECOND    CLASS 0
 HY0098
 HY0098.The horizontal coordinates were scaled from a topographic map and have
 HY0098.an estimated accuracy of +/- 6 seconds.
 HY0098
 HY0098.The orthometric height was determined by differential leveling
 HY0098.and adjusted by the National Geodetic Survey in June 1991..
 HY0098
 HY0098.The geoid height was determined by GEOID03.
 HY0098
 HY0098.The dynamic height is computed by dividing the NAVD 88
 HY0098.geopotential number by the normal gravity value computed on the
 HY0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0098.degrees latitude (g = 980.6199 gals.).
 HY0098
 HY0098.The modeled gravity was interpolated from observed gravity values.
 HY0098
 HY0098;                    North         East    Units  Estimated Accuracy
 HY0098;SPC OH S     -    68,550.      602,490.      MT  (+/- 180 meters Scaled)
 HY0098
 HY0098                          SUPERSEDED SURVEY CONTROL
 HY0098
 HY0098  NGVD 29 (??/??/92)  200.932  (m)          659.22   (f) ADJ UNCH    2 0
 HY0098
 HY0098.Superseded values are not recommended for survey control.
 HY0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0098.See file dsdata.txt to determine how the superseded data were derived.
 HY0098
 HY0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC719753(NAD 83)
 HY0098_MARKER: DB = BENCH MARK DISK
 HY0098_SETTING: 66 = SET IN ROCK OUTCROP
 HY0098_SP_SET: ROCK CUT
 HY0098_STAMPING: A 210 1958
 HY0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0098+STABILITY: POSITION/ELEVATION WELL
 HY0098
 HY0098  HISTORY     - Date     Condition        Report By
 HY0098  HISTORY     - 1958     MONUMENTED       CGS
 HY0098  HISTORY     - 1976     GOOD             NGS
 HY0098
 HY0098                          STATION DESCRIPTION
 HY0098
 HY0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0098'2 MI NE FROM AID.
 HY0098'ABOUT 1.95 MILES NORTHEAST ALONG STATE HIGHWAY 141 FROM ITS
 HY0098'JUNCTION WITH STATE HIGHWAY 378 AT AID, IN SECTION 30, T 3N,
 HY0098'R 16W, ON THE INSIDE AND AT THE WEST END OF A CURVE WITH
 HY0098'TANGENTS TO THE WEST AND NORTH, ABOUT 100 YARDS NORTHWEST AND
 HY0098'ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF A TWO-STORY
 HY0098'WHITE HOUSE, SET VERTICALLY IN THE SOUTH FACE OF A ROCK THAT IS
 HY0098'ABOUT 12 FEET HIGH AND 30 FEET LONG IN THE HIGH BANK NORTH OF
 HY0098'THE HIGHWAY, 12 FEET EAST OF THE WEST END OF THE ROCK ABOUT
 HY0098'2 FEET ABOVE THE GROUND AND ABOUT 2 1/2 FEET ABOVE THE LEVEL
 HY0098'OF THE HIGHWAY.  NOTE-- THE MARK MAY BE REACHED FROM WILGUS,
 HY0098'LAWRENCE COUNTY, BY GOING SOUTHWEST FOR 1.1 MILES ALONG STATE
 HY0098'HIGHWAY 141 FROM ITS JUNCTION WITH STATE HIGHWAY 775.
 HY0098
 HY0098                          STATION RECOVERY (1976)
 HY0098
 HY0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1328 ***********************************************************************
 HY1328  DESIGNATION -  A 211
 HY1328  PID         -  HY1328
 HY1328  STATE/COUNTY-  OH/SCIOTO
 HY1328  USGS QUAD   -  PEDRO (1983)
 HY1328
 HY1328                         *CURRENT SURVEY CONTROL
 HY1328  ___________________________________________________________________
 HY1328* NAD 83(1986)-  38 43 03.     (N)    082 43 22.     (W)     SCALED    
 HY1328* NAVD 88     -       198.678  (meters)     651.83   (feet)  ADJUSTED  
 HY1328  ___________________________________________________________________
 HY1328  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HY1328  DYNAMIC HT  -         198.551 (meters)     651.41  (feet)  COMP
 HY1328  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 HY1328
 HY1328  VERT ORDER  -  SECOND    CLASS 0
 HY1328
 HY1328.The horizontal coordinates were scaled from a topographic map and have
 HY1328.an estimated accuracy of +/- 6 seconds.
 HY1328
 HY1328.The orthometric height was determined by differential leveling
 HY1328.and adjusted by the National Geodetic Survey in June 1991..
 HY1328
 HY1328.The geoid height was determined by GEOID03.
 HY1328
 HY1328.The dynamic height is computed by dividing the NAVD 88
 HY1328.geopotential number by the normal gravity value computed on the
 HY1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1328.degrees latitude (g = 980.6199 gals.).
 HY1328
 HY1328.The modeled gravity was interpolated from observed gravity values.
 HY1328
 HY1328;                    North         East    Units  Estimated Accuracy
 HY1328;SPC OH S     -    79,680.      580,630.      MT  (+/- 180 meters Scaled)
 HY1328
 HY1328                          SUPERSEDED SURVEY CONTROL
 HY1328
 HY1328  NGVD 29 (??/??/92)  198.858  (m)          652.42   (f) ADJ UNCH    2 0
 HY1328
 HY1328.Superseded values are not recommended for survey control.
 HY1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1328.See file dsdata.txt to determine how the superseded data were derived.
 HY1328
 HY1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC502868(NAD 83)
 HY1328_MARKER: DB = BENCH MARK DISK
 HY1328_SETTING: 66 = SET IN ROCK OUTCROP
 HY1328_SP_SET: ROCK CUT
 HY1328_STAMPING: A 211 1958
 HY1328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1328+STABILITY: POSITION/ELEVATION WELL
 HY1328
 HY1328  HISTORY     - Date     Condition        Report By
 HY1328  HISTORY     - 1958     MONUMENTED       CGS
 HY1328
 HY1328                          STATION DESCRIPTION
 HY1328
 HY1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1328'2.1 MI SE FROM LYRA.
 HY1328'ABOUT 0.65 MILE EAST ALONG BLACKTOP ROAD FROM THE SCHOOL AT
 HY1328'LYRA, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.45
 HY1328'MILE SOUTHEAST ALONG GRAVEL ROAD, IN SECTION 23, T 3N, R 19W,
 HY1328'ABOUT 150 YARDS SOUTH OF THE MOUNT HOPE BAPTIST CHURCH, AT A
 HY1328'SPUR RAILROAD CROSSING TO THE EASTERN CLAY PRODUCTS DEPARTMENT
 HY1328'OF THE INTERNATIONAL MINERAL AND CHEMICAL CORPORATION PLANT,
 HY1328'SET VERTICALLY IN THE EAST FACE OF A ROCK THAT IS PART OF CUT
 HY1328'WEST OF THE ROAD, 25 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HY1328'66 FEET NORTHWEST OF THE WEST RAIL OF THE WEST ONE OF TWO
 HY1328'TRACKS AND THE CENTER LINE OF THE ROAD, ABOUT 7 FEET ABOVE THE
 HY1328'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1359 ***********************************************************************
 HY1359  DESIGNATION -  A 212
 HY1359  PID         -  HY1359
 HY1359  STATE/COUNTY-  OH/LAWRENCE
 HY1359  USGS QUAD   -  PEDRO (1983)
 HY1359
 HY1359                         *CURRENT SURVEY CONTROL
 HY1359  ___________________________________________________________________
 HY1359* NAD 83(1986)-  38 37 55.     (N)    082 40 21.     (W)     SCALED    
 HY1359* NAVD 88     -       184.059  (meters)     603.87   (feet)  ADJUSTED  
 HY1359  ___________________________________________________________________
 HY1359  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HY1359  DYNAMIC HT  -         183.941 (meters)     603.48  (feet)  COMP
 HY1359  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 HY1359
 HY1359  VERT ORDER  -  SECOND    CLASS 0
 HY1359
 HY1359.The horizontal coordinates were scaled from a topographic map and have
 HY1359.an estimated accuracy of +/- 6 seconds.
 HY1359
 HY1359.The orthometric height was determined by differential leveling
 HY1359.and adjusted by the National Geodetic Survey in June 1991..
 HY1359
 HY1359.The geoid height was determined by GEOID03.
 HY1359
 HY1359.The dynamic height is computed by dividing the NAVD 88
 HY1359.geopotential number by the normal gravity value computed on the
 HY1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1359.degrees latitude (g = 980.6199 gals.).
 HY1359
 HY1359.The modeled gravity was interpolated from observed gravity values.
 HY1359
 HY1359;                    North         East    Units  Estimated Accuracy
 HY1359;SPC OH S     -    70,170.      584,980.      MT  (+/- 180 meters Scaled)
 HY1359
 HY1359                          SUPERSEDED SURVEY CONTROL
 HY1359
 HY1359  NGVD 29 (??/??/92)  184.247  (m)          604.48   (f) ADJ UNCH    2 0
 HY1359
 HY1359.Superseded values are not recommended for survey control.
 HY1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1359.See file dsdata.txt to determine how the superseded data were derived.
 HY1359
 HY1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC544772(NAD 83)
 HY1359_MARKER: DB = BENCH MARK DISK
 HY1359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1359_SP_SET: ABUTMENT
 HY1359_STAMPING: A 212 1958
 HY1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1359
 HY1359  HISTORY     - Date     Condition        Report By
 HY1359  HISTORY     - 1958     MONUMENTED       CGS
 HY1359  HISTORY     - 20040418 GOOD             GEOCAC
 HY1359
 HY1359                          STATION DESCRIPTION
 HY1359
 HY1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1359'0.5 MI NW FROM PEDRO.
 HY1359'ABOUT 0.5 MILES NORTH ALONG STATE HIGHWAY 75 FROM THE WEST DRIVE
 HY1359'TO THE SCHOOL AT PEDRO, IN SECTION 16, T 2N, R 18W, SET IN THE
 HY1359'TOP OF THE NORTH END OF THE EAST ABUTMENT TO A 40-FOOT BRIDGE
 HY1359'OVER CANNON CREEK, 15 FEET NORTH OF THE CENTER LINE OF THE
 HY1359'HIGHWAY, 1 FOOT NORTH OF THE NORTH EDGE OF THE GUARD RAIL ALONG
 HY1359'THE NORTH SIDE OF THE BRIDGE, ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 HY1359'THE HIGHWAY.
 HY1359
 HY1359                          STATION RECOVERY (2004)
 HY1359
 HY1359'RECOVERY NOTE BY GEOCACHING 2004 (GPL)
 HY1359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1210 ***********************************************************************
 HY1210  DESIGNATION -  A 214
 HY1210  PID         -  HY1210
 HY1210  STATE/COUNTY-  OH/LAWRENCE
 HY1210  USGS QUAD   -  SHERRITTS (1975)
 HY1210
 HY1210                         *CURRENT SURVEY CONTROL
 HY1210  ___________________________________________________________________
 HY1210* NAD 83(1986)-  38 39 51.     (N)    082 30 44.     (W)     SCALED    
 HY1210* NAVD 88     -       189.261  (meters)     620.93   (feet)  ADJUSTED  
 HY1210  ___________________________________________________________________
 HY1210  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HY1210  DYNAMIC HT  -         189.139 (meters)     620.53  (feet)  COMP
 HY1210  MODELED GRAV-     979,977.4   (mgal)                       NAVD 88
 HY1210
 HY1210  VERT ORDER  -  SECOND    CLASS 0
 HY1210
 HY1210.The horizontal coordinates were scaled from a topographic map and have
 HY1210.an estimated accuracy of +/- 6 seconds.
 HY1210
 HY1210.The orthometric height was determined by differential leveling
 HY1210.and adjusted by the National Geodetic Survey in June 1991..
 HY1210
 HY1210.The geoid height was determined by GEOID03.
 HY1210
 HY1210.The dynamic height is computed by dividing the NAVD 88
 HY1210.geopotential number by the normal gravity value computed on the
 HY1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1210.degrees latitude (g = 980.6199 gals.).
 HY1210
 HY1210.The modeled gravity was interpolated from observed gravity values.
 HY1210
 HY1210;                    North         East    Units  Estimated Accuracy
 HY1210;SPC OH S     -    73,730.      598,940.      MT  (+/- 180 meters Scaled)
 HY1210
 HY1210                          SUPERSEDED SURVEY CONTROL
 HY1210
 HY1210  NGVD 29 (??/??/92)  189.447  (m)          621.54   (f) ADJ UNCH    2 0
 HY1210
 HY1210.Superseded values are not recommended for survey control.
 HY1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1210.See file dsdata.txt to determine how the superseded data were derived.
 HY1210
 HY1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC684805(NAD 83)
 HY1210_MARKER: DB = BENCH MARK DISK
 HY1210_SETTING: 66 = SET IN ROCK OUTCROP
 HY1210_SP_SET: ROCK OUTCROP
 HY1210_STAMPING: A 214 1958
 HY1210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1210+STABILITY: POSITION/ELEVATION WELL
 HY1210
 HY1210  HISTORY     - Date     Condition        Report By
 HY1210  HISTORY     - 1958     MONUMENTED       CGS
 HY1210
 HY1210                          STATION DESCRIPTION
 HY1210
 HY1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1210'2 MI W FROM ARABIA.
 HY1210'ABOUT 2.0 MILES WEST ALONG A GRAVEL ROAD FROM THE FIRST
 HY1210'MISSIONARY BAPTIST CHURCH AT ARABIA, IN SECTION 10 OR 11, T 3N, R 17W,
 HY1210'ABOUT 124 YARDS SOUTHWEST OF THE WEST CORNER OF A 12-FOOT
 HY1210'CONCRETE BRIDGE, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 HY1210'HUGE MASS OF ROCK NORTHWEST OF THE ROAD, 27 FEET NORTHWEST OF THE
 HY1210'CENTER LINE OF THE ROAD, 108 FEET SOUTHWEST OF THE NORTHEAST
 HY1210'END OF THE ROCK, 2 FEET ABOVE THE GROUND, ABOUT 0.1 MILE SOUTHWEST
 HY1210'OF A SIDE ROAD WEST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0637 ***********************************************************************
 JY0637  DESIGNATION -  A 215
 JY0637  PID         -  JY0637
 JY0637  STATE/COUNTY-  OH/JACKSON
 JY0637  USGS QUAD   -  WELLSTON (1995)
 JY0637
 JY0637                         *CURRENT SURVEY CONTROL
 JY0637  ___________________________________________________________________
 JY0637* NAD 83(1986)-  39 04 19.     (N)    082 34 55.     (W)     SCALED    
 JY0637* NAVD 88     -       233.918  (meters)     767.45   (feet)  ADJUSTED  
 JY0637  ___________________________________________________________________
 JY0637  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JY0637  DYNAMIC HT  -         233.772 (meters)     766.97  (feet)  COMP
 JY0637  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 JY0637
 JY0637  VERT ORDER  -  SECOND    CLASS 0
 JY0637
 JY0637.The horizontal coordinates were scaled from a topographic map and have
 JY0637.an estimated accuracy of +/- 6 seconds.
 JY0637
 JY0637.The orthometric height was determined by differential leveling
 JY0637.and adjusted by the National Geodetic Survey in June 1991..
 JY0637
 JY0637.The geoid height was determined by GEOID03.
 JY0637
 JY0637.The dynamic height is computed by dividing the NAVD 88
 JY0637.geopotential number by the normal gravity value computed on the
 JY0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0637.degrees latitude (g = 980.6199 gals.).
 JY0637
 JY0637.The modeled gravity was interpolated from observed gravity values.
 JY0637
 JY0637;                    North         East    Units  Estimated Accuracy
 JY0637;SPC OH S     -   119,000.      592,910.      MT  (+/- 180 meters Scaled)
 JY0637
 JY0637                          SUPERSEDED SURVEY CONTROL
 JY0637
 JY0637  NGVD 29 (??/??/92)  234.091  (m)          768.01   (f) ADJ UNCH    2 0
 JY0637
 JY0637.Superseded values are not recommended for survey control.
 JY0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0637.See file dsdata.txt to determine how the superseded data were derived.
 JY0637
 JY0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD631259(NAD 83)
 JY0637_MARKER: DB = BENCH MARK DISK
 JY0637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0637_SP_SET: BRIDGE
 JY0637_STAMPING: A 215 1958
 JY0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0637
 JY0637  HISTORY     - Date     Condition        Report By
 JY0637  HISTORY     - 1958     MONUMENTED       CGS
 JY0637  HISTORY     - 1976     GOOD             NGS
 JY0637
 JY0637                          STATION DESCRIPTION
 JY0637
 JY0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0637'4 MI E FROM JACKSON.
 JY0637'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 35 FROM THE COURT
 JY0637'HOUSE AT JACKSON, THENCE ABOUT 3.55 MILES EAST ALONG STATE HIGHWAY
 JY0637'124, ABOUT 1.05 MILES EAST OF THE JUNCTION OF STATE HIGHWAY
 JY0637'788 LEADING NORTHEAST, IN THE TOP OF THE WING WALL AT THE
 JY0637'NORTHWEST CORNER OF A 12-FOOT CONCRETE BRIDGE, 15 FEET NORTH
 JY0637'OF CENTER LINE OF HIGHWAY, 1 FOOT NORTH OF WEST END OF NORTH
 JY0637'GUARD RAIL AND ABOUT LEVEL WITH HIGHWAY.  NOTE-- MARK IS ABOUT
 JY0637'2.45 MILES WEST ALONG STATE HIGHWAY 124 FROM THE INTERSECTION
 JY0637'OF STATE HIGWAY 327 AT ROADS, JACKSON COUNTY.
 JY0637
 JY0637                          STATION RECOVERY (1976)
 JY0637
 JY0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0637'ABOUT 0.5 MILE NORTH ALONG US HWY 35 FROM THE COURT HOUSE IN JACKSON
 JY0637'THENCE ABOUT 3.6 MILE EAST ALONG STATE HWY 788 IN THE TOP OF WING
 JY0637'WALL AT THE NORTHWEST CORNER OF A 12 FT. CONCRETE BRIDGE 15 FT NORTH
 JY0637'OF CENTER LINE OF HWY 1 FOOT NORTH OF WEST END OF NORTH GUARD RAIL
 JY0637'AND ABOUT LEVEL WITH HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1192 ***********************************************************************
 HY1192  DESIGNATION -  A 216 RESET
 HY1192  PID         -  HY1192
 HY1192  STATE/COUNTY-  OH/SCIOTO
 HY1192  USGS QUAD   -  NEW BOSTON (1975)
 HY1192
 HY1192                         *CURRENT SURVEY CONTROL
 HY1192  ___________________________________________________________________
 HY1192* NAD 83(1986)-  38 51 56.     (N)    082 53 02.     (W)     SCALED    
 HY1192* NAVD 88     -       704.96   (+/-2cm)    2312.9    (feet)  VERTCON   
 HY1192  ___________________________________________________________________
 HY1192  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY1192
 HY1192  VERT ORDER  -  ? (See Below)
 HY1192
 HY1192.The horizontal coordinates were scaled from a topographic map and have
 HY1192.an estimated accuracy of +/- 6 seconds.
 HY1192
 HY1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY1192.The vertical order pertains to the NGVD 29 superseded value.
 HY1192
 HY1192.The geoid height was determined by GEOID03.
 HY1192
 HY1192;                    North         East    Units  Estimated Accuracy
 HY1192;SPC OH S     -    96,160.      566,680.      MT  (+/- 180 meters Scaled)
 HY1192
 HY1192                          SUPERSEDED SURVEY CONTROL
 HY1192
 HY1192  NGVD 29 (??/??/92)  705.140  (m)         2313.45   (f) ADJ UNCH    ?  
 HY1192
 HY1192.Superseded values are not recommended for survey control.
 HY1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1192.See file dsdata.txt to determine how the superseded data were derived.
 HY1192
 HY1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD365035(NAD 83)
 HY1192_MARKER: DB = BENCH MARK DISK
 HY1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1192_STAMPING: A 216 RESET 1958
 HY1192_MARK LOGO: CGS   
 HY1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1192+STABILITY: SURFACE MOTION
 HY1192
 HY1192  HISTORY     - Date     Condition        Report By
 HY1192  HISTORY     - 1958     MONUMENTED       CGS
 HY1192  HISTORY     - 1959     GOOD             CGS
 HY1192
 HY1192                          STATION DESCRIPTION
 HY1192
 HY1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HY1192'1.6 MI NW FROM MINFORD.
 HY1192'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 335 FROM ITS
 HY1192'CROSSING OF STATE HIGHWAY 139 AT MINFORD, THENCE 1.05 MILES
 HY1192'WEST ALONG A BLACKTOP ROAD, IN SECTION 32, T 5N, R 20W, ABOUT
 HY1192'1.05 MILES WEST OF THE CROSSING OF THE CHESAPEAKE AND OHIO
 HY1192'RAILWAY, ABOUT 0.85 MILE EAST OF A JUNCTION OF BLACK TOP
 HY1192'ROAD NORTH ALONG THE EAST SIDE OF A CEMETERY, SET AT THE
 HY1192'JUNCTION OF A GRAVEL ROAD SOUTH, 23 1/2 FEET SOUTH OF THE
 HY1192'CENTERLINE OF THE ROAD, 22 FEET EAST OF THE CENTERLINE OF THE
 HY1192'ROAD SOUTH, 11 FEET SOUTHEAST OF THE EAST END OF AN 18-INCH PIPE
 HY1192'CULVERT UNDER THE ROAD SOUTH, 5 1/2 FEET NORTHWEST OF A SMALL
 HY1192'BUSHY CEDAR TREE, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD,
 HY1192'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0962 ***********************************************************************
 JY0962  DESIGNATION -  A 217
 JY0962  PID         -  JY0962
 JY0962  STATE/COUNTY-  OH/PIKE
 JY0962  USGS QUAD   -  PIKETON (1979)
 JY0962
 JY0962                         *CURRENT SURVEY CONTROL
 JY0962  ___________________________________________________________________
 JY0962* NAD 83(1995)-  39 02 42.23104(N)    083 01 30.90373(W)     ADJUSTED  
 JY0962* NAVD 88     -       178.017  (meters)     584.04   (feet)  ADJUSTED  
 JY0962  ___________________________________________________________________
 JY0962  X           -     602,337.426 (meters)                     COMP
 JY0962  Y           -  -4,923,582.459 (meters)                     COMP
 JY0962  Z           -   3,996,294.847 (meters)                     COMP
 JY0962  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 JY0962  ELLIP HEIGHT-         144.66  (meters)          (09/23/04) GPS OBS
 JY0962  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JY0962  DYNAMIC HT  -         177.908 (meters)     583.69  (feet)  COMP
 JY0962  MODELED GRAV-     980,011.5   (mgal)                       NAVD 88
 JY0962
 JY0962  HORZ ORDER  -  B
 JY0962  VERT ORDER  -  FIRST     CLASS I
 JY0962  ELLP ORDER  -  FOURTH    CLASS I
 JY0962
 JY0962.This is a reference station for the PIKETON
 JY0962.National Continuously Operating Reference Station (PKTN).
 JY0962
 JY0962.The horizontal coordinates were established by GPS observations
 JY0962.and adjusted by the National Geodetic Survey in September 2004..
 JY0962
 JY0962.The orthometric height was determined by differential leveling
 JY0962.and adjusted by the National Geodetic Survey in June 1991..
 JY0962
 JY0962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY0962
 JY0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY0962
 JY0962.The ellipsoidal height was determined by GPS observations
 JY0962.and is referenced to NAD 83.
 JY0962
 JY0962.The geoid height was determined by GEOID03.
 JY0962
 JY0962.The dynamic height is computed by dividing the NAVD 88
 JY0962.geopotential number by the normal gravity value computed on the
 JY0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0962.degrees latitude (g = 980.6199 gals.).
 JY0962
 JY0962.The modeled gravity was interpolated from observed gravity values.
 JY0962
 JY0962;                    North         East     Units Scale Factor Converg.
 JY0962;SPC OH S     -   116,148.216   554,530.646   MT  0.99995334   -0 19 59.8
 JY0962;UTM  17      - 4,323,729.148   324,733.643   MT  0.99997826   -1 16 33.9
 JY0962
 JY0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY0962!SPC OH S     -   0.99997730  x   0.99995334  =   0.99993065
 JY0962!UTM  17      -   0.99997730  x   0.99997826  =   0.99995556
 JY0962
 JY0962                          SUPERSEDED SURVEY CONTROL
 JY0962
 JY0962  NAVD 88 (09/23/04)  178.02   (m)          584.1    (f) LEVELING    3  
 JY0962  NGVD 29 (??/??/92)  178.176  (m)          584.57   (f) ADJ UNCH    1 1
 JY0962
 JY0962.Superseded values are not recommended for survey control.
 JY0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0962.See file dsdata.txt to determine how the superseded data were derived.
 JY0962
 JY0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD2473423729(NAD 83)
 JY0962_MARKER: DB = BENCH MARK DISK
 JY0962_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JY0962_SP_SET: OVERPASS ABUTMENT
 JY0962_STAMPING: A 217 1958
 JY0962_MARK LOGO: CGS   
 JY0962_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY0962+SATELLITE: SATELLITE OBSERVATIONS - 2003
 JY0962
 JY0962  HISTORY     - Date     Condition        Report By
 JY0962  HISTORY     - 1958     MONUMENTED       CGS
 JY0962  HISTORY     - 1967     GOOD             NGS
 JY0962  HISTORY     - 19960522 GOOD             OHDT
 JY0962  HISTORY     - 2003     GOOD             OHDT
 JY0962
 JY0962                          STATION DESCRIPTION
 JY0962
 JY0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0962'1.4 MI SW FROM PIKETON.
 JY0962'ABOUT 1.45 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0962'FROM THE STATION AT PIKETON, SET ON THE TOP OF THE WEST END OF
 JY0962'THE SOUTH CONCRETE ABUTMENT OF THE OVERPASS OVER STATE HIGHWAY
 JY0962'124, 9.0 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, AND ABOUT
 JY0962'LEVEL WITH THE TRACK.
 JY0962
 JY0962                          STATION RECOVERY (1996)
 JY0962
 JY0962'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1996 (JAA)
 JY0962'1.45 MILES (2.33 KM) SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0962'FROM THE STATION AT PIKETON, SET ON THE WEST OF THE WEST END OF THE
 JY0962'SOUTH CONCRETE ABUTMENT OF THE OVERPASS STATE HIGHWAY 124, 9.0 FEET
 JY0962'(2.7 M) WEST OF THE WEST RAIL OF THE WEST TRACK, AND ABOUT LEVEL WITH
 JY0962'THE TRACK.
 JY0962
 JY0962                          STATION RECOVERY (2003)
 JY0962
 JY0962'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 JY0962'TO REACH FROM THE INTERSECTION OF STATE ROUTES 32, 124 AND US ROUTE
 JY0962'23, ABOUT 2 MI  SOUTHWEST OF PIKETON, GO WEST ON STATE ROUTE 32  FOR
 JY0962'0.1 MILES (0.1KM) TO OLD ROUTE 124  ON LEFT.  GO SOUTH, THEN EAST ON
 JY0962'OLD ROUTE 124 FOR 0.2 MILE (0.3 KM) TO A RAILROAD OVERPASS.   STATION
 JY0962'IS LOCATED IN THE SOUTH END OF BRIDGE ABOUT LEVEL WITH THE TRACKS.
 JY0962'LOCATED 9.0  FEET WEST OF THE WEST RAIL AND 30 FEET SOUTH OF THE
 JY0962'CENTERLINE OF OLD ROUTE 124.   STATION IS A BENCH MARK DISK SET IN
 JY0962'BRIDGE ABUTMENT, STAMPED ---A 217 1958---.  NOTE--THIS IS A  CORS SITE
 JY0962'REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0557 ***********************************************************************
 JY0557  DESIGNATION -  A 218
 JY0557  PID         -  JY0557
 JY0557  STATE/COUNTY-  OH/ROSS
 JY0557  USGS QUAD   -  RICHMOND DALE (1992)
 JY0557
 JY0557                         *CURRENT SURVEY CONTROL
 JY0557  ___________________________________________________________________
 JY0557* NAD 83(1986)-  39 12 20.     (N)    082 49 31.     (W)     SCALED    
 JY0557* NAVD 88     -       180.870  (meters)     593.40   (feet)  ADJUSTED  
 JY0557  ___________________________________________________________________
 JY0557  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JY0557  DYNAMIC HT  -         180.760 (meters)     593.04  (feet)  COMP
 JY0557  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 JY0557
 JY0557  VERT ORDER  -  SECOND    CLASS 0
 JY0557
 JY0557.The horizontal coordinates were scaled from a topographic map and have
 JY0557.an estimated accuracy of +/- 6 seconds.
 JY0557
 JY0557.The orthometric height was determined by differential leveling
 JY0557.and adjusted by the National Geodetic Survey in June 1991..
 JY0557
 JY0557.The geoid height was determined by GEOID03.
 JY0557
 JY0557.The dynamic height is computed by dividing the NAVD 88
 JY0557.geopotential number by the normal gravity value computed on the
 JY0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0557.degrees latitude (g = 980.6199 gals.).
 JY0557
 JY0557.The modeled gravity was interpolated from observed gravity values.
 JY0557
 JY0557;                    North         East    Units  Estimated Accuracy
 JY0557;SPC OH S     -   133,880.      571,910.      MT  (+/- 180 meters Scaled)
 JY0557
 JY0557                          SUPERSEDED SURVEY CONTROL
 JY0557
 JY0557  NGVD 29 (??/??/92)  181.032  (m)          593.94   (f) ADJ UNCH    2 0
 JY0557
 JY0557.Superseded values are not recommended for survey control.
 JY0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0557.See file dsdata.txt to determine how the superseded data were derived.
 JY0557
 JY0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD423411(NAD 83)
 JY0557_MARKER: DB = BENCH MARK DISK
 JY0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0557_SP_SET: OVERPASS WINGWALL
 JY0557_STAMPING: A 218 1958
 JY0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0557
 JY0557  HISTORY     - Date     Condition        Report By
 JY0557  HISTORY     - 1958     MONUMENTED       CGS
 JY0557  HISTORY     - 20050306 GOOD             GEOCAC
 JY0557
 JY0557                          STATION DESCRIPTION
 JY0557
 JY0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0557'0.4 MI NW FROM RICHMONDALE.
 JY0557'ABOUT 0.45 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM A POINT
 JY0557'OPPOSITE THE SOUTHEASTERN HIGH SCHOOL AT RICHMONDALE, IN THE
 JY0557'TOP OF THE BOTTOM STEP OF THE WING WALL AT THE EAST CORNER OF THE
 JY0557'OVERPASS OF THE BALTIMORE AND OHIO RAILROAD OVER THE HIGHWAY,
 JY0557'24 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND 2 1/2 FEET ABOVE
 JY0557'LEVEL OF HIGHWAY.
 JY0557
 JY0557                          STATION RECOVERY (2005)
 JY0557
 JY0557'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0557'WAAS CORRECTED NAD83 HANDHELD GPS COORDINATES 39 12 20.1 (N) 82 49
 JY0557'30.2 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1377 ***********************************************************************
 HY1377  DESIGNATION -  A 219 X
 HY1377  PID         -  HY1377
 HY1377  STATE/COUNTY-  OH/LAWRENCE
 HY1377  USGS QUAD   -  IRONTON (1987)
 HY1377
 HY1377                         *CURRENT SURVEY CONTROL
 HY1377  ___________________________________________________________________
 HY1377* NAD 83(1986)-  38 32 11.     (N)    082 40 59.     (W)     SCALED    
 HY1377* NAVD 88     -       169.957  (meters)     557.60   (feet)  ADJUSTED  
 HY1377  ___________________________________________________________________
 HY1377  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 HY1377  DYNAMIC HT  -         169.847 (meters)     557.24  (feet)  COMP
 HY1377  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 HY1377
 HY1377  VERT ORDER  -  SECOND    CLASS 0
 HY1377
 HY1377.The horizontal coordinates were scaled from a topographic map and have
 HY1377.an estimated accuracy of +/- 6 seconds.
 HY1377
 HY1377.The orthometric height was determined by differential leveling
 HY1377.and adjusted by the National Geodetic Survey in June 1991..
 HY1377
 HY1377.The geoid height was determined by GEOID03.
 HY1377
 HY1377.The dynamic height is computed by dividing the NAVD 88
 HY1377.geopotential number by the normal gravity value computed on the
 HY1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1377.degrees latitude (g = 980.6199 gals.).
 HY1377
 HY1377.The modeled gravity was interpolated from observed gravity values.
 HY1377
 HY1377;                    North         East    Units  Estimated Accuracy
 HY1377;SPC OH S     -    59,560.      584,040.      MT  (+/- 180 meters Scaled)
 HY1377
 HY1377                          SUPERSEDED SURVEY CONTROL
 HY1377
 HY1377  NGVD 29 (??/??/92)  170.144  (m)          558.21   (f) ADJ UNCH    2 0
 HY1377
 HY1377.Superseded values are not recommended for survey control.
 HY1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1377.See file dsdata.txt to determine how the superseded data were derived.
 HY1377
 HY1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC533666(NAD 83)
 HY1377_MARKER: DB = BENCH MARK DISK
 HY1377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1377_SP_SET: BUILDING
 HY1377_STAMPING: A 219X 1958
 HY1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HY1377+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 HY1377
 HY1377  HISTORY     - Date     Condition        Report By
 HY1377  HISTORY     - 1958     MONUMENTED       CGS
 HY1377  HISTORY     - 20031123 GOOD             GEOCAC
 HY1377
 HY1377                          STATION DESCRIPTION
 HY1377
 HY1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1377'AT IRONTON.
 HY1377'AT IRONTON, ALONG FIFTH STREET AND BETWEEN CENTRAL STREET AND
 HY1377'PARK AVENUE (STATE HIGHWAY 75), SET VERTICALLY IN THE NORTHEAST
 HY1377'FACE OF THE EAST CORNER OF THE POST OFFICE BUILDING, 18 FEET
 HY1377'NORTHWEST OF THE EAST CORNER OF THE BUILDING, 2 FEET ABOVE THE
 HY1377'CONCRETE RAMP.
 HY1377
 HY1377                          STATION RECOVERY (2003)
 HY1377
 HY1377'RECOVERY NOTE BY GEOCACHING 2003
 HY1377'PARTIALLY OBSTRUCTED BY ELECTRICAL CONDUIT.  BUILDING IS NO LONGER A U
 HY1377'S POST OFFICE, BUT HOUSES LOCAL GOVERNMENT AND EDUCATIONAL OFFICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0105 ***********************************************************************
 LA0105  DESIGNATION -  A 22
 LA0105  PID         -  LA0105
 LA0105  STATE/COUNTY-  OH/PUTNAM
 LA0105  USGS QUAD   -  COLUMBUS GROVE (1973)
 LA0105
 LA0105                         *CURRENT SURVEY CONTROL
 LA0105  ___________________________________________________________________
 LA0105* NAD 83(1986)-  40 55 24.     (N)    084 02 37.     (W)     SCALED    
 LA0105* NAVD 88     -       234.790  (meters)     770.31   (feet)  POSTED    
 LA0105  ___________________________________________________________________
 LA0105  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 LA0105  DYNAMIC HT  -         234.680 (meters)     769.95  (feet)  COMP
 LA0105  MODELED GRAV-     980,138.8   (mgal)                       NAVD 88
 LA0105
 LA0105  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LA0105
 LA0105.The horizontal coordinates were scaled from a topographic map and have
 LA0105.an estimated accuracy of +/- 6 seconds.
 LA0105
 LA0105.The orthometric height was determined by differential leveling
 LA0105.and adjusted by the National Geodetic Survey in 1992..
 LA0105.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LA0105.rate of 2.1 thru 3.0 mm/km.
 LA0105
 LA0105.The geoid height was determined by GEOID03.
 LA0105
 LA0105.The dynamic height is computed by dividing the NAVD 88
 LA0105.geopotential number by the normal gravity value computed on the
 LA0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0105.degrees latitude (g = 980.6199 gals.).
 LA0105
 LA0105.The modeled gravity was interpolated from observed gravity values.
 LA0105
 LA0105;                    North         East    Units  Estimated Accuracy
 LA0105;SPC OH N     -   140,700.      469,990.      MT  (+/- 180 meters Scaled)
 LA0105
 LA0105                          SUPERSEDED SURVEY CONTROL
 LA0105
 LA0105  NGVD 29 (??/??/92)  234.952  (m)          770.84   (f) ADJ UNCH    2 0
 LA0105
 LA0105.Superseded values are not recommended for survey control.
 LA0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0105.See file dsdata.txt to determine how the superseded data were derived.
 LA0105
 LA0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL489344(NAD 83)
 LA0105_MARKER: DB = BENCH MARK DISK
 LA0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0105_STAMPING: A 22 1934
 LA0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0105+STABILITY: SURFACE MOTION
 LA0105
 LA0105  HISTORY     - Date     Condition        Report By
 LA0105  HISTORY     - 1934     MONUMENTED       CGS
 LA0105  HISTORY     - 1954     GOOD             NGS
 LA0105
 LA0105                          STATION DESCRIPTION
 LA0105
 LA0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0105'0.7 MI E FROM COLUMBUS GROVE.
 LA0105'ABOUT 0.7 MILE EAST ALONG THE NORTHERN OHIO RAILWAY FROM THE
 LA0105'STATION AT COLUMBUS GROVE, AT THE CROSSING OF A NORTH-SOUTH BLACK
 LA0105'TOP ROAD, 24 FEET SOUTH OF SOUTH RAIL, 37 FEET WEST OF CENTER LINE
 LA0105'OF ROAD, 3 FEET NORTH OF A WIRE FENCE, 13 1/2 FEET SOUTHWEST OF A
 LA0105'TELEPHONE POLE, 23 1/2 FEET WEST-NORTHWEST OF A POWER POLE, 71
 LA0105'FEET SOUTHWEST AND ACROSS CROSSING FROM BM RV 195 (N.O. RY)
 LA0105'WHICH IS SET IN THE SOUTHWEST CORNER OF A CATCH BASIN, ABOUT 3 1/2
 LA0105'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 LA0105'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0621 ***********************************************************************
 JY0621  DESIGNATION -  A 220
 JY0621  PID         -  JY0621
 JY0621  STATE/COUNTY-  OH/JACKSON
 JY0621  USGS QUAD   -  BEAVER (1964)
 JY0621
 JY0621                         *CURRENT SURVEY CONTROL
 JY0621  ___________________________________________________________________
 JY0621* NAD 83(1986)-  39 01 51.     (N)    082 46 35.     (W)     SCALED    
 JY0621* NAVD 88     -       225.192  (meters)     738.82   (feet)  ADJUSTED  
 JY0621  ___________________________________________________________________
 JY0621  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JY0621  DYNAMIC HT  -         225.047 (meters)     738.34  (feet)  COMP
 JY0621  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 JY0621
 JY0621  VERT ORDER  -  SECOND    CLASS 0
 JY0621
 JY0621.The horizontal coordinates were scaled from a topographic map and have
 JY0621.an estimated accuracy of +/- 6 seconds.
 JY0621
 JY0621.The orthometric height was determined by differential leveling
 JY0621.and adjusted by the National Geodetic Survey in June 1991..
 JY0621
 JY0621.The geoid height was determined by GEOID03.
 JY0621
 JY0621.The dynamic height is computed by dividing the NAVD 88
 JY0621.geopotential number by the normal gravity value computed on the
 JY0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0621.degrees latitude (g = 980.6199 gals.).
 JY0621
 JY0621.The modeled gravity was interpolated from observed gravity values.
 JY0621
 JY0621;                    North         East    Units  Estimated Accuracy
 JY0621;SPC OH S     -   114,470.      576,070.      MT  (+/- 180 meters Scaled)
 JY0621
 JY0621                          SUPERSEDED SURVEY CONTROL
 JY0621
 JY0621  NGVD 29 (??/??/92)  225.356  (m)          739.36   (f) ADJ UNCH    2 0
 JY0621
 JY0621.Superseded values are not recommended for survey control.
 JY0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0621.See file dsdata.txt to determine how the superseded data were derived.
 JY0621
 JY0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD462216(NAD 83)
 JY0621_MARKER: DB = BENCH MARK DISK
 JY0621_SETTING: 66 = SET IN ROCK OUTCROP
 JY0621_SP_SET: ROCK CUT
 JY0621_STAMPING: A 220 1958
 JY0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0621+STABILITY: POSITION/ELEVATION WELL
 JY0621
 JY0621  HISTORY     - Date     Condition        Report By
 JY0621  HISTORY     - 1958     MONUMENTED       CGS
 JY0621  HISTORY     - 1976     GOOD             NGS
 JY0621
 JY0621                          STATION DESCRIPTION
 JY0621
 JY0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0621'2.8 MI E FROM BEAVER.
 JY0621'ABOUT 2.8 MILES EAST ALONG STATE HIGHWAY 124 FROM THE HIGH
 JY0621'SCHOOL AT BEAVER, ABOUT 0.7 MILE NORTHEAST OF BRIDGE OVER
 JY0621'LITTLE SCIOTO RIVER, ON THE INSIDE OF A LONG CURVE WITH TANGENTS
 JY0621'EXTENDING WEST AND NORTHEAST, AT THE JUNCTION OF A DRIVE
 JY0621'SOUTH TO A LONG LOW WHITE BUILDING, SET VERTICALLY IN THE SOUTH
 JY0621'FACE OF A LONG LOW ROCK CUT, 26 FEET NORTH OF CENTER LINE OF
 JY0621'HIGHWAY, 23 FEET WEST OF THE EXTENDED CENTER LINE OF DRIVE
 JY0621'AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 JY0621
 JY0621                          STATION RECOVERY (1976)
 JY0621
 JY0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0648 ***********************************************************************
 JY0648  DESIGNATION -  A 221
 JY0648  PID         -  JY0648
 JY0648  STATE/COUNTY-  OH/JACKSON
 JY0648  USGS QUAD   -  HAMDEN (1992)
 JY0648
 JY0648                         *CURRENT SURVEY CONTROL
 JY0648  ___________________________________________________________________
 JY0648* NAD 83(1986)-  39 07 59.     (N)    082 31 48.     (W)     SCALED    
 JY0648* NAVD 88     -       208.984  (meters)     685.64   (feet)  ADJUSTED  
 JY0648  ___________________________________________________________________
 JY0648  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JY0648  DYNAMIC HT  -         208.854 (meters)     685.22  (feet)  COMP
 JY0648  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 JY0648
 JY0648  VERT ORDER  -  SECOND    CLASS 0
 JY0648
 JY0648.The horizontal coordinates were scaled from a topographic map and have
 JY0648.an estimated accuracy of +/- 6 seconds.
 JY0648
 JY0648.The orthometric height was determined by differential leveling
 JY0648.and adjusted by the National Geodetic Survey in June 1991..
 JY0648
 JY0648.The geoid height was determined by GEOID03.
 JY0648
 JY0648.The dynamic height is computed by dividing the NAVD 88
 JY0648.geopotential number by the normal gravity value computed on the
 JY0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0648.degrees latitude (g = 980.6199 gals.).
 JY0648
 JY0648.The modeled gravity was interpolated from observed gravity values.
 JY0648
 JY0648;                    North         East    Units  Estimated Accuracy
 JY0648;SPC OH S     -   125,780.      597,410.      MT  (+/- 180 meters Scaled)
 JY0648
 JY0648                          SUPERSEDED SURVEY CONTROL
 JY0648
 JY0648  NGVD 29 (??/??/92)  209.157  (m)          686.21   (f) ADJ UNCH    2 0
 JY0648
 JY0648.Superseded values are not recommended for survey control.
 JY0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0648.See file dsdata.txt to determine how the superseded data were derived.
 JY0648
 JY0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD677326(NAD 83)
 JY0648_MARKER: DB = BENCH MARK DISK
 JY0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0648_SP_SET: BRIDGE
 JY0648_STAMPING: A 221 1958
 JY0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0648
 JY0648  HISTORY     - Date     Condition        Report By
 JY0648  HISTORY     - 1958     MONUMENTED       CGS
 JY0648  HISTORY     - 1976     GOOD             NGS
 JY0648
 JY0648                          STATION DESCRIPTION
 JY0648
 JY0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0648'1.8 MI S FROM HAMDEN.
 JY0648'ABOUT 1.75 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE CROSSING
 JY0648'OF THE BALTIMORE AND OHIO RAILROAD AT HAMDEN, ABOUT 0.9 MILE
 JY0648'NORTH ALONG HIGHWAY 75 FROM THE FIRST BAPTIST CHURCH AT WELLSTON,
 JY0648'ABOUT 55 YARDS NORTH OF THE JUNCTION OF HIGHWAY 349, IN THE
 JY0648'TOP OF THE WING WALL AT THE SOUTHEAST CORNER OF A 45-FOOT
 JY0648'CONCRETE BRIDGE OVER GLADE RUN, 15 FEET EAST OF CENTER LINE OF
 JY0648'HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 JY0648
 JY0648                          STATION RECOVERY (1976)
 JY0648
 JY0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0648'STATE HIGHWAY 75 IS NOW 93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0381 ***********************************************************************
 HY0381  DESIGNATION -  A 222
 HY0381  PID         -  HY0381
 HY0381  STATE/COUNTY-  OH/GALLIA
 HY0381  USGS QUAD   -  RIO GRANDE (1975)
 HY0381
 HY0381                         *CURRENT SURVEY CONTROL
 HY0381  ___________________________________________________________________
 HY0381* NAD 83(1986)-  38 59 36.     (N)    082 24 39.     (W)     SCALED    
 HY0381* NAVD 88     -       191.543  (meters)     628.42   (feet)  ADJUSTED  
 HY0381  ___________________________________________________________________
 HY0381  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HY0381  DYNAMIC HT  -         191.422 (meters)     628.02  (feet)  COMP
 HY0381  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 HY0381
 HY0381  VERT ORDER  -  SECOND    CLASS 0
 HY0381
 HY0381.The horizontal coordinates were scaled from a topographic map and have
 HY0381.an estimated accuracy of +/- 6 seconds.
 HY0381
 HY0381.The orthometric height was determined by differential leveling
 HY0381.and adjusted by the National Geodetic Survey in June 1991..
 HY0381
 HY0381.The geoid height was determined by GEOID03.
 HY0381
 HY0381.The dynamic height is computed by dividing the NAVD 88
 HY0381.geopotential number by the normal gravity value computed on the
 HY0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0381.degrees latitude (g = 980.6199 gals.).
 HY0381
 HY0381.The modeled gravity was interpolated from observed gravity values.
 HY0381
 HY0381;                    North         East    Units  Estimated Accuracy
 HY0381;SPC OH S     -   110,280.      607,730.      MT  (+/- 180 meters Scaled)
 HY0381
 HY0381                          SUPERSEDED SURVEY CONTROL
 HY0381
 HY0381  NGVD 29 (??/??/92)  191.722  (m)          629.01   (f) ADJ UNCH    2 0
 HY0381
 HY0381.Superseded values are not recommended for survey control.
 HY0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0381.See file dsdata.txt to determine how the superseded data were derived.
 HY0381
 HY0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD778169(NAD 83)
 HY0381_MARKER: DB = BENCH MARK DISK
 HY0381_SETTING: 66 = SET IN ROCK OUTCROP
 HY0381_SP_SET: ROCK CUT
 HY0381_STAMPING: A 222 1958
 HY0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0381+STABILITY: POSITION/ELEVATION WELL
 HY0381
 HY0381  HISTORY     - Date     Condition        Report By
 HY0381  HISTORY     - 1958     MONUMENTED       CGS
 HY0381
 HY0381                          STATION DESCRIPTION
 HY0381
 HY0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0381'7.6 MI E FROM RIDGELAND.
 HY0381'ABOUT 7.65 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HY0381'OF STATE HIGHWAY 327 AT RIDGELAND, ABOUT 0.2 MILE WEST OF JUNCTION
 HY0381'OF A NARROW GRAVEL ROAD CROSSING, ON THE INSIDE AND AT THE
 HY0381'NORTHWEST END OF A CURVE WITH TANGENTS EXTENDING EAST AND
 HY0381'NORTHWEST, SET VERTICALLY IN THE SOUTHWEST FACE OF A LONG ROCK
 HY0381'CUT NORTHEAST OF ROAD, 17 FEET NORTHEAST OF CENTER LINE OF ROAD,
 HY0381'78 FEET NORTHWEST OF SOUTHEAST END OF ROCK PART OF CUT, 1 1/2
 HY0381'FEET ABOVE GROUND AND 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0345 ***********************************************************************
 JY0345  DESIGNATION -  A 223
 JY0345  PID         -  JY0345
 JY0345  STATE/COUNTY-  OH/MEIGS
 JY0345  USGS QUAD   -  RUTLAND (1995)
 JY0345
 JY0345                         *CURRENT SURVEY CONTROL
 JY0345  ___________________________________________________________________
 JY0345* NAD 83(1986)-  39 02 43.     (N)    082 11 11.     (W)     SCALED    
 JY0345* NAVD 88     -       176.976  (meters)     580.63   (feet)  ADJUSTED  
 JY0345  ___________________________________________________________________
 JY0345  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JY0345  DYNAMIC HT  -         176.865 (meters)     580.26  (feet)  COMP
 JY0345  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 JY0345
 JY0345  VERT ORDER  -  SECOND    CLASS 0
 JY0345
 JY0345.The horizontal coordinates were scaled from a topographic map and have
 JY0345.an estimated accuracy of +/- 6 seconds.
 JY0345
 JY0345.The orthometric height was determined by differential leveling
 JY0345.and adjusted by the National Geodetic Survey in June 1991..
 JY0345
 JY0345.The geoid height was determined by GEOID03.
 JY0345
 JY0345.The dynamic height is computed by dividing the NAVD 88
 JY0345.geopotential number by the normal gravity value computed on the
 JY0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0345.degrees latitude (g = 980.6199 gals.).
 JY0345
 JY0345.The modeled gravity was interpolated from observed gravity values.
 JY0345
 JY0345;                    North         East    Units  Estimated Accuracy
 JY0345;SPC OH S     -   116,090.      627,150.      MT  (+/- 180 meters Scaled)
 JY0345
 JY0345                          SUPERSEDED SURVEY CONTROL
 JY0345
 JY0345  NGVD 29 (??/??/92)  177.168  (m)          581.26   (f) ADJ UNCH    2 0
 JY0345
 JY0345.Superseded values are not recommended for survey control.
 JY0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0345.See file dsdata.txt to determine how the superseded data were derived.
 JY0345
 JY0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD973224(NAD 83)
 JY0345_MARKER: DB = BENCH MARK DISK
 JY0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0345_SP_SET: ABUTMENT
 JY0345_STAMPING: A 223 1958
 JY0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0345
 JY0345  HISTORY     - Date     Condition        Report By
 JY0345  HISTORY     - 1958     MONUMENTED       CGS
 JY0345
 JY0345                          STATION DESCRIPTION
 JY0345
 JY0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0345'AT LANGSVILLE.
 JY0345'AT LANGSVILLE, IN THE TOP OF THE CONCRETE BASE OF THE SOUTHEAST
 JY0345'BANISTER OF STEEL HIGHWAY BRIDGE OVER LEADING CREEK, 14 FEET
 JY0345'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, DIRECTLY OVER
 JY0345'SOUTHEAST END OF NORTHEAST ABUTMENT, 1 FOOT NORTHEAST OF THE
 JY0345'NORTHEAST END OF STEEL SPAN, AND ABOUT 1/2 FOOT ABOVE THE
 JY0345'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1906 ***********************************************************************
 JY1906  DESIGNATION -  A 223 RESET
 JY1906  PID         -  JY1906
 JY1906  STATE/COUNTY-  OH/MEIGS
 JY1906  USGS QUAD   -  RUTLAND (1995)
 JY1906
 JY1906                         *CURRENT SURVEY CONTROL
 JY1906  ___________________________________________________________________
 JY1906* NAD 83(1986)-  39 02 43.     (N)    082 11 11.     (W)     SCALED    
 JY1906* NAVD 88     -       176.74   (+/-2cm)     579.9    (feet)  VERTCON   
 JY1906  ___________________________________________________________________
 JY1906  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JY1906
 JY1906  VERT ORDER  -  THIRD (See Below)
 JY1906
 JY1906.The horizontal coordinates were scaled from a topographic map and have
 JY1906.an estimated accuracy of +/- 6 seconds.
 JY1906
 JY1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1906.The vertical order pertains to the NGVD 29 superseded value.
 JY1906
 JY1906.The geoid height was determined by GEOID03.
 JY1906
 JY1906;                    North         East    Units  Estimated Accuracy
 JY1906;SPC OH S     -   116,090.      627,150.      MT  (+/- 180 meters Scaled)
 JY1906
 JY1906                          SUPERSEDED SURVEY CONTROL
 JY1906
 JY1906  NGVD 29 (10/13/05)  176.93   (m)          580.5    (f) RESET       3  
 JY1906
 JY1906.Superseded values are not recommended for survey control.
 JY1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1906.See file dsdata.txt to determine how the superseded data were derived.
 JY1906
 JY1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD973224(NAD 83)
 JY1906_MARKER: DV = VERTICAL CONTROL DISK
 JY1906_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JY1906_SP_SET: BRIDGE WINGWALL
 JY1906_STAMPING: A 223 RESET 1990
 JY1906_MARK LOGO: NGS   
 JY1906_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1906
 JY1906  HISTORY     - Date     Condition        Report By
 JY1906  HISTORY     - 1990     MONUMENTED       OHDT
 JY1906
 JY1906                          STATION DESCRIPTION
 JY1906
 JY1906'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 JY1906'IN LANGSVILLE, IN THE TOP OF THE SOUTH HEADWALL OF EAST ABUTMENT OF
 JY1906'175 FOOT (53.3 M) CONCRETE BRIDGE NO 09.14 OVER LEADING CREEK, 20
 JY1906'FEET (6.1 M) SOUTH OF CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH
 JY1906'HIGHWAY, WITNESS POST SET 2 FEET (0.6 M) EAST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0360 ***********************************************************************
 JY0360  DESIGNATION -  A 224
 JY0360  PID         -  JY0360
 JY0360  STATE/COUNTY-  OH/MEIGS
 JY0360  USGS QUAD   -  RUTLAND (1995)
 JY0360
 JY0360                         *CURRENT SURVEY CONTROL
 JY0360  ___________________________________________________________________
 JY0360* NAD 83(1986)-  39 03 16.     (N)    082 11 05.     (W)     SCALED    
 JY0360* NAVD 88     -       177.548  (meters)     582.51   (feet)  ADJUSTED  
 JY0360  ___________________________________________________________________
 JY0360  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JY0360  DYNAMIC HT  -         177.437 (meters)     582.14  (feet)  COMP
 JY0360  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 JY0360
 JY0360  VERT ORDER  -  SECOND    CLASS 0
 JY0360
 JY0360.The horizontal coordinates were scaled from a topographic map and have
 JY0360.an estimated accuracy of +/- 6 seconds.
 JY0360
 JY0360.The orthometric height was determined by differential leveling
 JY0360.and adjusted by the National Geodetic Survey in June 1991..
 JY0360
 JY0360.The geoid height was determined by GEOID03.
 JY0360
 JY0360.The dynamic height is computed by dividing the NAVD 88
 JY0360.geopotential number by the normal gravity value computed on the
 JY0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0360.degrees latitude (g = 980.6199 gals.).
 JY0360
 JY0360.The modeled gravity was interpolated from observed gravity values.
 JY0360
 JY0360;                    North         East    Units  Estimated Accuracy
 JY0360;SPC OH S     -   117,110.      627,290.      MT  (+/- 180 meters Scaled)
 JY0360
 JY0360                          SUPERSEDED SURVEY CONTROL
 JY0360
 JY0360  NGVD 29 (??/??/92)  177.740  (m)          583.14   (f) ADJ UNCH    2 0
 JY0360
 JY0360.Superseded values are not recommended for survey control.
 JY0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0360.See file dsdata.txt to determine how the superseded data were derived.
 JY0360
 JY0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD974234(NAD 83)
 JY0360_MARKER: DB = BENCH MARK DISK
 JY0360_SETTING: 66 = SET IN ROCK OUTCROP
 JY0360_SP_SET: ROCK CUT
 JY0360_STAMPING: A 224 1958
 JY0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0360+STABILITY: POSITION/ELEVATION WELL
 JY0360
 JY0360  HISTORY     - Date     Condition        Report By
 JY0360  HISTORY     - 1958     MONUMENTED       CGS
 JY0360
 JY0360                          STATION DESCRIPTION
 JY0360
 JY0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0360'0.6 MI N FROM LANGSVILLE.
 JY0360'ABOUT 0.65 MILE NORTH ALONG A GRAVEL ROAD LEADING TO DEXTER
 JY0360'FROM THE JUNCTION OF STATE HIGHWAY 124 AT LANGSVILLE, 86
 JY0360'FEET SOUTH-SOUTHEAST OF CENTER OF JUNCTION OF A NARROW GRADED
 JY0360'ROAD NORTH, AT RIGHT ANGLE ACROSS ROAD FROM A LARGE BOULDER,
 JY0360'SET VERTICALLY IN THE EAST FACE OF THE NORTH 1/2 OF A 12-FOOT
 JY0360'HIGH AND ABOUT 20 YARDS LONG SOLID ROCK IN AN OLD CUT, 19 FEET
 JY0360'EAST OF CENTER LINE OF ROAD AND ABOUT 4 FEET ABOVE LEVEL OF
 JY0360'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0232 ***********************************************************************
 JY0232  DESIGNATION -  A 225
 JY0232  PID         -  JY0232
 JY0232  STATE/COUNTY-  OH/MEIGS
 JY0232  USGS QUAD   -  POMEROY (1992)
 JY0232
 JY0232                         *CURRENT SURVEY CONTROL
 JY0232  ___________________________________________________________________
 JY0232* NAD 83(1986)-  39 02 20.     (N)    082 00 23.     (W)     SCALED    
 JY0232* NAVD 88     -       172.395  (meters)     565.60   (feet)  ADJUSTED  
 JY0232  ___________________________________________________________________
 JY0232  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY0232  DYNAMIC HT  -         172.287 (meters)     565.24  (feet)  COMP
 JY0232  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 JY0232
 JY0232  VERT ORDER  -  SECOND    CLASS 0
 JY0232
 JY0232.The horizontal coordinates were scaled from a topographic map and have
 JY0232.an estimated accuracy of +/- 6 seconds.
 JY0232
 JY0232.The orthometric height was determined by differential leveling
 JY0232.and adjusted by the National Geodetic Survey in June 1991..
 JY0232
 JY0232.The geoid height was determined by GEOID03.
 JY0232
 JY0232.The dynamic height is computed by dividing the NAVD 88
 JY0232.geopotential number by the normal gravity value computed on the
 JY0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0232.degrees latitude (g = 980.6199 gals.).
 JY0232
 JY0232.The modeled gravity was interpolated from observed gravity values.
 JY0232
 JY0232;                    North         East    Units  Estimated Accuracy
 JY0232;SPC OH S     -   115,450.      642,730.      MT  (+/- 180 meters Scaled)
 JY0232
 JY0232                          SUPERSEDED SURVEY CONTROL
 JY0232
 JY0232  NGVD 29 (??/??/92)  172.604  (m)          566.28   (f) ADJ UNCH    2 0
 JY0232
 JY0232.Superseded values are not recommended for survey control.
 JY0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0232.See file dsdata.txt to determine how the superseded data were derived.
 JY0232
 JY0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD129215(NAD 83)
 JY0232_MARKER: DB = BENCH MARK DISK
 JY0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0232_SP_SET: CULVERT
 JY0232_STAMPING: A 225 1958
 JY0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0232
 JY0232  HISTORY     - Date     Condition        Report By
 JY0232  HISTORY     - 1958     MONUMENTED       CGS
 JY0232  HISTORY     - 1976     POOR             NGS
 JY0232
 JY0232                          STATION DESCRIPTION
 JY0232
 JY0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0232'2.3 MI NE FROM POMEROY.
 JY0232'ABOUT 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE COURTHOUSE
 JY0232'AT POMEROY, 0.7 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY
 JY0232'124 LEADING EAST, 1.5 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY
 JY0232'124 LEADING WEST, 1.2 MILES SOUTH OF SALISBURY TOWNSHIP SCHOOL,
 JY0232'19 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ON THE
 JY0232'OUTSIDE OF A CURVE, IN THE NORTH END OF THE EAST CONCRETE HEAD
 JY0232'WALL OF AN 8-FOOT CULVERT UNDER THE HIGHWAY, AND ABOUT 1 1/2
 JY0232'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JY0232
 JY0232                          STATION RECOVERY (1976)
 JY0232
 JY0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0232'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1242 ***********************************************************************
 HY1242  DESIGNATION -  A 226
 HY1242  PID         -  HY1242
 HY1242  STATE/COUNTY-  OH/JACKSON
 HY1242  USGS QUAD   -  PETERSBURG (1983)
 HY1242
 HY1242                         *CURRENT SURVEY CONTROL
 HY1242  ___________________________________________________________________
 HY1242* NAD 83(1986)-  38 53 34.     (N)    082 44 05.     (W)     SCALED    
 HY1242* NAVD 88     -       190.354  (meters)     624.52   (feet)  ADJUSTED  
 HY1242  ___________________________________________________________________
 HY1242  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 HY1242  DYNAMIC HT  -         190.231 (meters)     624.12  (feet)  COMP
 HY1242  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 HY1242
 HY1242  VERT ORDER  -  SECOND    CLASS 0
 HY1242
 HY1242.The horizontal coordinates were scaled from a topographic map and have
 HY1242.an estimated accuracy of +/- 6 seconds.
 HY1242
 HY1242.The orthometric height was determined by differential leveling
 HY1242.and adjusted by the National Geodetic Survey in June 1991..
 HY1242
 HY1242.The geoid height was determined by GEOID03.
 HY1242
 HY1242.The dynamic height is computed by dividing the NAVD 88
 HY1242.geopotential number by the normal gravity value computed on the
 HY1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1242.degrees latitude (g = 980.6199 gals.).
 HY1242
 HY1242.The modeled gravity was interpolated from observed gravity values.
 HY1242
 HY1242;                    North         East    Units  Estimated Accuracy
 HY1242;SPC OH S     -    99,140.      579,640.      MT  (+/- 180 meters Scaled)
 HY1242
 HY1242                          SUPERSEDED SURVEY CONTROL
 HY1242
 HY1242  NGVD 29 (??/??/92)  190.523  (m)          625.07   (f) ADJ UNCH    2 0
 HY1242
 HY1242.Superseded values are not recommended for survey control.
 HY1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1242.See file dsdata.txt to determine how the superseded data were derived.
 HY1242
 HY1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD495063(NAD 83)
 HY1242_MARKER: DB = BENCH MARK DISK
 HY1242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1242_SP_SET: CULVERT
 HY1242_STAMPING: A 226 1958
 HY1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1242
 HY1242  HISTORY     - Date     Condition        Report By
 HY1242  HISTORY     - 1958     MONUMENTED       CGS
 HY1242
 HY1242                          STATION DESCRIPTION
 HY1242
 HY1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1242'6.8 MI N FROM SOUTH WEBSTER.
 HY1242'ABOUT 4.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE
 HY1242'BALTIMORE AND OHIO RAILROAD STATION AT SOUTH WEBSTER, THENCE
 HY1242'ABOUT 1.55 MILES NORTHWEST ALONG STATE HIGHWAY 279, THENCE
 HY1242'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 139, ABOUT 0.7 MILE
 HY1242'NORTHEAST OF A BRIDGE OVER HOLLAND FORK, ON THE OUTISDE OF A
 HY1242'CURVE, IN THE TOP OF THE NORTHEAST CORNER OF A 10-FOOT CONCRETE
 HY1242'BOX CULVERT WHICH IS ALSO USED AS A CATTLE UNDERPASS, 19 FEET
 HY1242'NORTH OF CENTER LINE OF HIGHWAY, 1/2 FOOT SOUTHWEST OF
 HY1242'NORTHEAST CORNER OF CULVERT AND ABOUT 1/2 FOOT BELOW LEVEL OF
 HY1242'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1273 ***********************************************************************
 HY1273  DESIGNATION -  A 227
 HY1273  PID         -  HY1273
 HY1273  STATE/COUNTY-  OH/JACKSON
 HY1273  USGS QUAD   -  STOCKDALE (1983)
 HY1273
 HY1273                         *CURRENT SURVEY CONTROL
 HY1273  ___________________________________________________________________
 HY1273* NAD 83(1986)-  38 57 13.     (N)    082 46 14.     (W)     SCALED    
 HY1273* NAVD 88     -       233.418  (meters)     765.81   (feet)  ADJUSTED  
 HY1273  ___________________________________________________________________
 HY1273  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HY1273  DYNAMIC HT  -         233.270 (meters)     765.32  (feet)  COMP
 HY1273  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 HY1273
 HY1273  VERT ORDER  -  SECOND    CLASS 0
 HY1273
 HY1273.The horizontal coordinates were scaled from a topographic map and have
 HY1273.an estimated accuracy of +/- 6 seconds.
 HY1273
 HY1273.The orthometric height was determined by differential leveling
 HY1273.and adjusted by the National Geodetic Survey in June 1991..
 HY1273
 HY1273.The geoid height was determined by GEOID03.
 HY1273
 HY1273.The dynamic height is computed by dividing the NAVD 88
 HY1273.geopotential number by the normal gravity value computed on the
 HY1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1273.degrees latitude (g = 980.6199 gals.).
 HY1273
 HY1273.The modeled gravity was interpolated from observed gravity values.
 HY1273
 HY1273;                    North         East    Units  Estimated Accuracy
 HY1273;SPC OH S     -   105,900.      576,550.      MT  (+/- 180 meters Scaled)
 HY1273
 HY1273                          SUPERSEDED SURVEY CONTROL
 HY1273
 HY1273  NGVD 29 (??/??/92)  233.588  (m)          766.36   (f) ADJ UNCH    2 0
 HY1273
 HY1273.Superseded values are not recommended for survey control.
 HY1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1273.See file dsdata.txt to determine how the superseded data were derived.
 HY1273
 HY1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD465131(NAD 83)
 HY1273_MARKER: DB = BENCH MARK DISK
 HY1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1273_STAMPING: A 227 1958
 HY1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1273+STABILITY: SURFACE MOTION
 HY1273
 HY1273  HISTORY     - Date     Condition        Report By
 HY1273  HISTORY     - 1958     MONUMENTED       CGS
 HY1273
 HY1273                          STATION DESCRIPTION
 HY1273
 HY1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1273'7.8 MI SE FROM BEAVER.
 HY1273'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 124 FROM THE SCHOOL
 HY1273'AT BEAVER, THENCE ABOUT 5.6 MILES SOUTH ALONG A BLACK-TOP AND
 HY1273'GRAVEL ROAD, ABOUT 0.5 MILE NORTH OF THE JACKSON-SCIOTO
 HY1273'COUNTY LINE, ABOUT 0.25 MILE SOUTH OF JUNCTION OF A ROAD EAST,
 HY1273'ABOUT 0.6 MILE NORTH OF JUNCTION OF A ROAD EAST, AT THE JUNCTION
 HY1273'OF A NARROW GRAVEL ROAD WEST, 25 1/2 FEET WEST OF CENTER LINE
 HY1273'OF ROAD, 12 FEET SOUTH OF CENTER LINE OF ROAD WEST, 27 FEET
 HY1273'SOUTHWEST OF CENTER OF JUNCTION, 10 FEET WEST OF SOUTH END
 HY1273'OF A 14-INCH PIPE CULVERT UNDER ROAD WEST, 7 FEET WEST OF A
 HY1273'FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE LINE, 2 FEET EAST OF
 HY1273'A STEEL WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF JUNCTION AND
 HY1273'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0672 ***********************************************************************
 JY0672  DESIGNATION -  A 228 RESET
 JY0672  PID         -  JY0672
 JY0672  STATE/COUNTY-  OH/JACKSON
 JY0672  USGS QUAD   -  JACKSON (1995)
 JY0672
 JY0672                         *CURRENT SURVEY CONTROL
 JY0672  ___________________________________________________________________
 JY0672* NAD 83(1986)-  39 02 42.     (N)    082 38 21.     (W)     SCALED    
 JY0672* NAVD 88     -       201.09   (meters)     659.7    (feet)  RESET     
 JY0672  ___________________________________________________________________
 JY0672  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JY0672
 JY0672  VERT ORDER  -  THIRD
 JY0672
 JY0672.The horizontal coordinates were scaled from a topographic map and have
 JY0672.an estimated accuracy of +/- 6 seconds.
 JY0672
 JY0672.The orthometric height was computed from unverified reset data.
 JY0672.No vertical observational check was made to the station.
 JY0672
 JY0672.The geoid height was determined by GEOID03.
 JY0672
 JY0672;                    North         East    Units  Estimated Accuracy
 JY0672;SPC OH S     -   116,020.      587,950.      MT  (+/- 180 meters Scaled)
 JY0672
 JY0672                          SUPERSEDED SURVEY CONTROL
 JY0672
 JY0672  NGVD 29 (10/13/05)  201.25   (m)          660.3    (f) RESET       3  
 JY0672
 JY0672.Superseded values are not recommended for survey control.
 JY0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0672.See file dsdata.txt to determine how the superseded data were derived.
 JY0672
 JY0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD581230(NAD 83)
 JY0672_MARKER: DB = BENCH MARK DISK
 JY0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0672_SP_SET: ALUMINUM MONUMENT
 JY0672_STAMPING: A 228 RESET 1975
 JY0672_MARK LOGO: NGS   
 JY0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0672+STABILITY: SURFACE MOTION
 JY0672
 JY0672  HISTORY     - Date     Condition        Report By
 JY0672  HISTORY     - 1975     MONUMENTED       NGS
 JY0672
 JY0672                          STATION DESCRIPTION
 JY0672
 JY0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JY0672'AT JACKSON.
 JY0672'LOCATED IN THE SOUTH EDGE OF JACKSON, 19 FEET EAST OF THE
 JY0672'CENTERLINE OF DICKASON ST., 16 FEET SOUTH OF THE SOUTH RAIL OF
 JY0672'RAILROAD TRACKS, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 2 FEET
 JY0672'SOUTHEAST OF A WOODEN RAILROAD CROSSING SIGN AND 87 FEET NORTH OF
 JY0672'THE CENTERLINE OF HURON ST. IT IS A STANDARD PRE CAST ALUMINUM
 JY0672'PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1356 ***********************************************************************
 JX1356  DESIGNATION -  A 231
 JX1356  PID         -  JX1356
 JX1356  STATE/COUNTY-  OH/ATHENS
 JX1356  USGS QUAD   -  COOLVILLE (1994)
 JX1356
 JX1356                         *CURRENT SURVEY CONTROL
 JX1356  ___________________________________________________________________
 JX1356* NAD 83(1986)-  39 12 44.     (N)    081 49 16.     (W)     SCALED    
 JX1356* NAVD 88     -       183.029  (meters)     600.49   (feet)  ADJUSTED  
 JX1356  ___________________________________________________________________
 JX1356  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1356  DYNAMIC HT  -         182.912 (meters)     600.10  (feet)  COMP
 JX1356  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JX1356
 JX1356  VERT ORDER  -  SECOND    CLASS 0
 JX1356
 JX1356.The horizontal coordinates were scaled from a topographic map and have
 JX1356.an estimated accuracy of +/- 6 seconds.
 JX1356
 JX1356.The orthometric height was determined by differential leveling
 JX1356.and adjusted by the National Geodetic Survey in June 1991..
 JX1356
 JX1356.The geoid height was determined by GEOID03.
 JX1356
 JX1356.The dynamic height is computed by dividing the NAVD 88
 JX1356.geopotential number by the normal gravity value computed on the
 JX1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1356.degrees latitude (g = 980.6199 gals.).
 JX1356
 JX1356.The modeled gravity was interpolated from observed gravity values.
 JX1356
 JX1356;                    North         East    Units  Estimated Accuracy
 JX1356;SPC OH S     -   134,790.      658,630.      MT  (+/- 180 meters Scaled)
 JX1356
 JX1356                          SUPERSEDED SURVEY CONTROL
 JX1356
 JX1356  NGVD 29 (??/??/92)  183.207  (m)          601.07   (f) ADJ UNCH    2 0
 JX1356
 JX1356.Superseded values are not recommended for survey control.
 JX1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1356.See file dsdata.txt to determine how the superseded data were derived.
 JX1356
 JX1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD291406(NAD 83)
 JX1356_MARKER: DB = BENCH MARK DISK
 JX1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1356_SP_SET: CULVERT
 JX1356_STAMPING: A 231 1958
 JX1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1356
 JX1356  HISTORY     - Date     Condition        Report By
 JX1356  HISTORY     - 1958     MONUMENTED       CGS
 JX1356  HISTORY     - 1958     GOOD             NGS
 JX1356  HISTORY     - 1988     GOOD             USPSQD
 JX1356
 JX1356                          STATION DESCRIPTION
 JX1356
 JX1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1356'1.7 MI SW FROM COOLVILLE.
 JX1356'ABOUT 1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE TROY
 JX1356'TOWNSHIP SCHOOL AT COOLVILLE, THENCE 0.4 MILE WEST ALONG U.S.
 JX1356'HIGHWAY 50, 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN
 JX1356'THE TOP OF THE CENTER OF THE SOUTH END OF A 24-FOOT CONCRETE
 JX1356'ARCHED CULVERT UNDER THE HIGHWAY FOR WOLF PEN CREEK, AND ABOUT
 JX1356'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JX1356
 JX1356                          STATION RECOVERY (1958)
 JX1356
 JX1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JX1356'RECOVERED IN GOOD CONDITION.
 JX1356
 JX1356                          STATION RECOVERY (1988)
 JX1356
 JX1356'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1382 ***********************************************************************
 JX1382  DESIGNATION -  A 232
 JX1382  PID         -  JX1382
 JX1382  STATE/COUNTY-  OH/MEIGS
 JX1382  USGS QUAD   -  CHESTER (1994)
 JX1382
 JX1382                         *CURRENT SURVEY CONTROL
 JX1382  ___________________________________________________________________
 JX1382* NAD 83(1986)-  39 05 28.     (N)    081 59 53.     (W)     SCALED    
 JX1382* NAVD 88     -       206.556  (meters)     677.68   (feet)  ADJUSTED  
 JX1382  ___________________________________________________________________
 JX1382  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JX1382  DYNAMIC HT  -         206.427 (meters)     677.25  (feet)  COMP
 JX1382  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 JX1382
 JX1382  VERT ORDER  -  SECOND    CLASS 0
 JX1382
 JX1382.The horizontal coordinates were scaled from a topographic map and have
 JX1382.an estimated accuracy of +/- 6 seconds.
 JX1382
 JX1382.The orthometric height was determined by differential leveling
 JX1382.and adjusted by the National Geodetic Survey in June 1991..
 JX1382
 JX1382.The geoid height was determined by GEOID03.
 JX1382
 JX1382.The dynamic height is computed by dividing the NAVD 88
 JX1382.geopotential number by the normal gravity value computed on the
 JX1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1382.degrees latitude (g = 980.6199 gals.).
 JX1382
 JX1382.The modeled gravity was interpolated from observed gravity values.
 JX1382
 JX1382;                    North         East    Units  Estimated Accuracy
 JX1382;SPC OH S     -   121,250.      643,420.      MT  (+/- 180 meters Scaled)
 JX1382
 JX1382                          SUPERSEDED SURVEY CONTROL
 JX1382
 JX1382  NGVD 29 (??/??/92)  206.751  (m)          678.32   (f) ADJ UNCH    2 0
 JX1382
 JX1382.Superseded values are not recommended for survey control.
 JX1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1382.See file dsdata.txt to determine how the superseded data were derived.
 JX1382
 JX1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD136273(NAD 83)
 JX1382_MARKER: DB = BENCH MARK DISK
 JX1382_SETTING: 66 = SET IN ROCK OUTCROP
 JX1382_SP_SET: ROCK CLIFF
 JX1382_STAMPING: A 232 1958
 JX1382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1382+STABILITY: POSITION/ELEVATION WELL
 JX1382
 JX1382  HISTORY     - Date     Condition        Report By
 JX1382  HISTORY     - 1958     MONUMENTED       CGS
 JX1382  HISTORY     - 1976     GOOD             NGS
 JX1382
 JX1382                          STATION DESCRIPTION
 JX1382
 JX1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1382'4.9 MI SE FROM DARWIN.
 JX1382'ABOUT 4.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE
 JX1382'JUNCTION OF STATE HIGHWAY 680 AT DARWIN, 246 YARDS SOUTHWEST OF
 JX1382'THE T JUNCTION OF A GRAVEL ROAD LEADING EAST TO MT. HERMON
 JX1382'CHURCH, 44 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY
 JX1382'AND ON OUTSIDE OF CURVE, 124 FEET SOUTH-SOUTHWEST OF THE
 JX1382'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF AN 8-FOOT
 JX1382'CULVERT FOR A SMALL STREAM, 66.8 FEET NORTHEAST OF THE NORTH
 JX1382'CORNER OF STONE FOUNDATION OF A BARN, IN THE TOP AND 3 FEET
 JX1382'SOUTHWEST OF THE NORTHEAST EDGE OF THE LOWER PART OF A ROCK
 JX1382'CLIFF, 1 1/2 FEET NORTHWEST OF THE NORTHWEST END OF A LAYOR
 JX1382'OF ROCK TOPPING THE CLIFF AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JX1382'HIGHWAY.
 JX1382
 JX1382                          STATION RECOVERY (1976)
 JX1382
 JX1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1382'US HIGHWAY 33 IS NOW OLD US 33 STATE HIGHWAY 680 IS NOW 681.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0266 ***********************************************************************
 JY0266  DESIGNATION -  A 233
 JY0266  PID         -  JY0266
 JY0266  STATE/COUNTY-  OH/ATHENS
 JY0266  USGS QUAD   -  THE PLAINS (1995)
 JY0266
 JY0266                         *CURRENT SURVEY CONTROL
 JY0266  ___________________________________________________________________
 JY0266* NAD 83(1986)-  39 15 36.     (N)    082 09 58.     (W)     SCALED    
 JY0266* NAVD 88     -       233.783  (meters)     767.00   (feet)  ADJUSTED  
 JY0266  ___________________________________________________________________
 JY0266  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY0266  DYNAMIC HT  -         233.639 (meters)     766.53  (feet)  COMP
 JY0266  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 JY0266
 JY0266  VERT ORDER  -  SECOND    CLASS 0
 JY0266
 JY0266.The horizontal coordinates were scaled from a topographic map and have
 JY0266.an estimated accuracy of +/- 6 seconds.
 JY0266
 JY0266.The orthometric height was determined by differential leveling
 JY0266.and adjusted by the National Geodetic Survey in June 1991..
 JY0266
 JY0266.The geoid height was determined by GEOID03.
 JY0266
 JY0266.The dynamic height is computed by dividing the NAVD 88
 JY0266.geopotential number by the normal gravity value computed on the
 JY0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0266.degrees latitude (g = 980.6199 gals.).
 JY0266
 JY0266.The modeled gravity was interpolated from observed gravity values.
 JY0266
 JY0266;                    North         East    Units  Estimated Accuracy
 JY0266;SPC OH S     -   139,930.      628,820.      MT  (+/- 180 meters Scaled)
 JY0266
 JY0266                          SUPERSEDED SURVEY CONTROL
 JY0266
 JY0266  NGVD 29 (??/??/92)  233.960  (m)          767.58   (f) ADJ UNCH    2 0
 JY0266
 JY0266.Superseded values are not recommended for survey control.
 JY0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0266.See file dsdata.txt to determine how the superseded data were derived.
 JY0266
 JY0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD993462(NAD 83)
 JY0266_MARKER: DB = BENCH MARK DISK
 JY0266_SETTING: 66 = SET IN ROCK OUTCROP
 JY0266_SP_SET: ROCK CUT
 JY0266_STAMPING: A 233 1958
 JY0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0266+STABILITY: POSITION/ELEVATION WELL
 JY0266
 JY0266  HISTORY     - Date     Condition        Report By
 JY0266  HISTORY     - 1958     MONUMENTED       CGS
 JY0266
 JY0266                          STATION DESCRIPTION
 JY0266
 JY0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0266'3.1 MI NE FROM ALBANY.
 JY0266'ABOUT 3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION
 JY0266'OF CLINTON STREET AT ALBANY, SET VERTICALLY IN THE WEST FACE
 JY0266'OF A 1 1/2 FOOT HIGH ROCK WHICH IS PART OF A BROKEN LAYER OF ROCK
 JY0266'IN A 25 FOOT HIGH CUT BANK, 5 1/2 FEET ABOVE THE BOTTOM OF THE
 JY0266'DITCH, 49 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JY0266'358 FEET SOUTHWEST OF THE CENTER LINE OF A BLACK TOP ROAD LEADING
 JY0266'SOUTHEAST TO A CEMETERY AND FROM THE NORTHEAST END OF THE CUT,
 JY0266'AND ABOUT 4 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1371 ***********************************************************************
 JX1371  DESIGNATION -  A 234
 JX1371  PID         -  JX1371
 JX1371  STATE/COUNTY-  OH/MEIGS
 JX1371  USGS QUAD   -  CHESTER (1994)
 JX1371
 JX1371                         *CURRENT SURVEY CONTROL
 JX1371  ___________________________________________________________________
 JX1371* NAD 83(1986)-  39 06 12.     (N)    081 56 09.     (W)     SCALED    
 JX1371* NAVD 88     -       189.307  (meters)     621.08   (feet)  ADJUSTED  
 JX1371  ___________________________________________________________________
 JX1371  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JX1371  DYNAMIC HT  -         189.187 (meters)     620.69  (feet)  COMP
 JX1371  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 JX1371
 JX1371  VERT ORDER  -  SECOND    CLASS 0
 JX1371
 JX1371.The horizontal coordinates were scaled from a topographic map and have
 JX1371.an estimated accuracy of +/- 6 seconds.
 JX1371
 JX1371.The orthometric height was determined by differential leveling
 JX1371.and adjusted by the National Geodetic Survey in June 1991..
 JX1371
 JX1371.The geoid height was determined by GEOID03.
 JX1371
 JX1371.The dynamic height is computed by dividing the NAVD 88
 JX1371.geopotential number by the normal gravity value computed on the
 JX1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1371.degrees latitude (g = 980.6199 gals.).
 JX1371
 JX1371.The modeled gravity was interpolated from observed gravity values.
 JX1371
 JX1371;                    North         East    Units  Estimated Accuracy
 JX1371;SPC OH S     -   122,640.      648,800.      MT  (+/- 180 meters Scaled)
 JX1371
 JX1371                          SUPERSEDED SURVEY CONTROL
 JX1371
 JX1371  NGVD 29 (??/??/92)  189.496  (m)          621.70   (f) ADJ UNCH    2 0
 JX1371
 JX1371.Superseded values are not recommended for survey control.
 JX1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1371.See file dsdata.txt to determine how the superseded data were derived.
 JX1371
 JX1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD190286(NAD 83)
 JX1371_MARKER: DB = BENCH MARK DISK
 JX1371_SETTING: 80 = SET IN A BOULDER
 JX1371_SP_SET: BOULDER
 JX1371_STAMPING: A 234 1958
 JX1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1371+STABILITY: SURFACE MOTION
 JX1371
 JX1371  HISTORY     - Date     Condition        Report By
 JX1371  HISTORY     - 1958     MONUMENTED       CGS
 JX1371  HISTORY     - 1976     GOOD             NGS
 JX1371
 JX1371                          STATION DESCRIPTION
 JX1371
 JX1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1371'2 MI NW FROM CHESTER.
 JX1371'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION
 JX1371'OF STATE HIGHWAY 248 AT CHESTER, THENCE ABOUT 0.9 MILE WEST
 JX1371'ALONG A GRAVEL ROAD FOLLOWING WEST BRANCH OF SHADE RIVER, 248
 JX1371'YARDS NORTH OF JUNCTION OF A ROAD LEADING WEST ACROSS A STEEL
 JX1371'BRIDGE, IN THE TOP OF THE EAST END OF A SLANTING 5 BY 5 BY
 JX1371'2 1/2-FOOT EMBEDDED BOULDER, 24 FEET EAST OF CENTER LINE OF ROAD
 JX1371'AND ABOUT 5 FEET ABOVE LEVEL OF ROAD.
 JX1371
 JX1371                          STATION RECOVERY (1976)
 JX1371
 JX1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1159 ***********************************************************************
 JX1159  DESIGNATION -  A 235
 JX1159  PID         -  JX1159
 JX1159  STATE/COUNTY-  OH/WASHINGTON
 JX1159  USGS QUAD   -  PARKERSBURG (1994)
 JX1159
 JX1159                         *CURRENT SURVEY CONTROL
 JX1159  ___________________________________________________________________
 JX1159* NAD 83(1986)-  39 16 21.     (N)    081 34 08.     (W)     SCALED    
 JX1159* NAVD 88     -       186.615  (meters)     612.25   (feet)  ADJUSTED  
 JX1159  ___________________________________________________________________
 JX1159  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JX1159  DYNAMIC HT  -         186.499 (meters)     611.87  (feet)  COMP
 JX1159  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 JX1159
 JX1159  VERT ORDER  -  FIRST     CLASS II
 JX1159
 JX1159.The horizontal coordinates were scaled from a topographic map and have
 JX1159.an estimated accuracy of +/- 6 seconds.
 JX1159
 JX1159.The orthometric height was determined by differential leveling
 JX1159.and adjusted by the National Geodetic Survey in June 1991..
 JX1159
 JX1159.The geoid height was determined by GEOID03.
 JX1159
 JX1159.The dynamic height is computed by dividing the NAVD 88
 JX1159.geopotential number by the normal gravity value computed on the
 JX1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1159.degrees latitude (g = 980.6199 gals.).
 JX1159
 JX1159.The modeled gravity was interpolated from observed gravity values.
 JX1159
 JX1159;                    North         East    Units  Estimated Accuracy
 JX1159;SPC OH S     -   141,680.      680,340.      MT  (+/- 180 meters Scaled)
 JX1159
 JX1159                          SUPERSEDED SURVEY CONTROL
 JX1159
 JX1159  NGVD 29 (??/??/92)  186.800  (m)          612.86   (f) ADJ UNCH    1 2
 JX1159
 JX1159.Superseded values are not recommended for survey control.
 JX1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1159.See file dsdata.txt to determine how the superseded data were derived.
 JX1159
 JX1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD509471(NAD 83)
 JX1159_MARKER: DB = BENCH MARK DISK
 JX1159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1159_SP_SET: BRIDGE
 JX1159_STAMPING: A 235 1959
 JX1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX1159+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 JX1159
 JX1159  HISTORY     - Date     Condition        Report By
 JX1159  HISTORY     - 1959     MONUMENTED       CGS
 JX1159  HISTORY     - 1963     GOOD             NGS
 JX1159  HISTORY     - 1976     GOOD             NGS
 JX1159  HISTORY     - 20040603 GOOD             GEOCAC
 JX1159
 JX1159                          STATION DESCRIPTION
 JX1159
 JX1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1159'AT BELPRE.
 JX1159'AT BELPRE, 75 YARDS EAST OF THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX1159'STATE HIGHWAY 7 LEADING WEST AND STATE HIGHWAY 7 LEADING NORTH,
 JX1159'IN SECTION 25, T-1-N R-9-W, IN THE DIRECT EXTENDED CENTER LINE
 JX1159'OF HIGHWAYS 50 AND 7 LEADING WEST, SET VERTICALLY IN THE
 JX1159'NORTHWEST FACE OF THE THIRD PIER SOUTHEAST OF THE NORTHWEST END
 JX1159'OF THE BALTIMORE AND OHIO RAILROAD BRIDGE ACROSS THE OHIO RIVER,
 JX1159'ABOUT IN THE CENTER LINE OF A BLACK TOP STREET LEADING EAST FROM
 JX1159'THE HIGHWAY, 6 FEET NORTHEAST OF THE SOUTHWEST END OF THE PIER,
 JX1159'2 FEET ABOVE THE GROUND, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 JX1159'HIGHWAY.
 JX1159
 JX1159                          STATION RECOVERY (1963)
 JX1159
 JX1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1159'RECOVERED IN GOOD CONDITION.
 JX1159
 JX1159                          STATION RECOVERY (1976)
 JX1159
 JX1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1159'RECOVERED IN GOOD CONDITION.
 JX1159
 JX1159                          STATION RECOVERY (2004)
 JX1159
 JX1159'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 JX1159'AT BELPRE, 75 YARDS EAST OF THE JUNCTION OF U.S. HWY 50 (MAIN ST) AND
 JX1159' 
 JX1159'STATE HIGHWAY 618 (WASHINGTON BLVD) LEADING WEST, IN SECTION 25,
 JX1159'T-1-N R-9-W, IN THE DIRECT EXTENDED CENTER LINE OF HIGHWAY 618
 JX1159'LEADING WEST, SET VERTICALLY IN THE NORTHWEST FACE OF THE THIRD PIER
 JX1159'SOUTHEAST OF THE NORTHWEST END OF THE CSX RAILROAD BRIDGE ACROSS THE
 JX1159'OHIO RIVER, ABOUT IN THE CENTER LINE OF A BLACK TOP STREET, 6 FEET
 JX1159'NORTHEAST OF THE SOUTHWEST END OF THE PIER, 2 FEET ABOVE THE GROUND.
 JX1159' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0834 ***********************************************************************
 JX0834  DESIGNATION -  A 236
 JX0834  PID         -  JX0834
 JX0834  STATE/COUNTY-  OH/WASHINGTON
 JX0834  USGS QUAD   -  MARIETTA (1994)
 JX0834
 JX0834                         *CURRENT SURVEY CONTROL
 JX0834  ___________________________________________________________________
 JX0834* NAD 83(1986)-  39 28 03.     (N)    081 29 26.     (W)     SCALED    
 JX0834* NAVD 88     -       188.731  (meters)     619.20   (feet)  ADJUSTED  
 JX0834  ___________________________________________________________________
 JX0834  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX0834  DYNAMIC HT  -         188.618 (meters)     618.82  (feet)  COMP
 JX0834  MODELED GRAV-     980,024.0   (mgal)                       NAVD 88
 JX0834
 JX0834  VERT ORDER  -  FIRST     CLASS II
 JX0834
 JX0834.The horizontal coordinates were scaled from a topographic map and have
 JX0834.an estimated accuracy of +/- 6 seconds.
 JX0834
 JX0834.The orthometric height was determined by differential leveling
 JX0834.and adjusted by the National Geodetic Survey in June 1991..
 JX0834
 JX0834.The geoid height was determined by GEOID03.
 JX0834
 JX0834.The dynamic height is computed by dividing the NAVD 88
 JX0834.geopotential number by the normal gravity value computed on the
 JX0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0834.degrees latitude (g = 980.6199 gals.).
 JX0834
 JX0834.The modeled gravity was interpolated from observed gravity values.
 JX0834
 JX0834;                    North         East    Units  Estimated Accuracy
 JX0834;SPC OH S     -   163,400.      686,860.      MT  (+/- 180 meters Scaled)
 JX0834
 JX0834                          SUPERSEDED SURVEY CONTROL
 JX0834
 JX0834  NGVD 29 (??/??/92)  188.907  (m)          619.77   (f) ADJ UNCH    1 2
 JX0834
 JX0834.Superseded values are not recommended for survey control.
 JX0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0834.See file dsdata.txt to determine how the superseded data were derived.
 JX0834
 JX0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD578687(NAD 83)
 JX0834_MARKER: DB = BENCH MARK DISK
 JX0834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0834_SP_SET: BRIDGE
 JX0834_STAMPING: A 236 1959
 JX0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0834
 JX0834  HISTORY     - Date     Condition        Report By
 JX0834  HISTORY     - 1959     MONUMENTED       CGS
 JX0834  HISTORY     - 1963     GOOD             NGS
 JX0834
 JX0834                          STATION DESCRIPTION
 JX0834
 JX0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX0834'4.6 MI NW FROM MARIETTA.
 JX0834'ABOUT 4.65 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0834'FROM THE CROSSING OF STATE HIGHWAY 7 AT MARIETTA, 0.2 MILE
 JX0834'SOUTHEAST OF THE CROSSING OF COUNTY ROAD NO. 32, AT MILEPOLE
 JX0834'66-19, 7 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN TOP OF
 JX0834'THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT (BRIDGE SEAT) TO A
 JX0834'150-FOOT TRESTLE OVER DEVOL RUN, 1 1/2 FEET NORTHEAST OF THE
 JX0834'SOUTHWEST END OF THE ABUTMENT, AND ABOUT 4 1/2 FEET BELOW THE
 JX0834'LEVEL OF THE TRACK.
 JX0834
 JX0834                          STATION RECOVERY (1963)
 JX0834
 JX0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1541 ***********************************************************************
 JX1541  DESIGNATION -  A 237
 JX1541  PID         -  JX1541
 JX1541  STATE/COUNTY-  OH/WASHINGTON
 JX1541  USGS QUAD   -  BEVERLY (1994)
 JX1541
 JX1541                         *CURRENT SURVEY CONTROL
 JX1541  ___________________________________________________________________
 JX1541* NAD 83(1986)-  39 34 54.     (N)    081 40 34.     (W)     SCALED    
 JX1541* NAVD 88     -       205.204  (meters)     673.24   (feet)  ADJUSTED  
 JX1541  ___________________________________________________________________
 JX1541  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX1541  DYNAMIC HT  -         205.082 (meters)     672.84  (feet)  COMP
 JX1541  MODELED GRAV-     980,027.0   (mgal)                       NAVD 88
 JX1541
 JX1541  VERT ORDER  -  FIRST     CLASS II
 JX1541
 JX1541.The horizontal coordinates were scaled from a topographic map and have
 JX1541.an estimated accuracy of +/- 6 seconds.
 JX1541
 JX1541.The orthometric height was determined by differential leveling
 JX1541.and adjusted by the National Geodetic Survey in June 1991..
 JX1541
 JX1541.The geoid height was determined by GEOID03.
 JX1541
 JX1541.The dynamic height is computed by dividing the NAVD 88
 JX1541.geopotential number by the normal gravity value computed on the
 JX1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1541.degrees latitude (g = 980.6199 gals.).
 JX1541
 JX1541.The modeled gravity was interpolated from observed gravity values.
 JX1541
 JX1541;                    North         East    Units  Estimated Accuracy
 JX1541;SPC OH S     -   175,910.      670,780.      MT  (+/- 180 meters Scaled)
 JX1541
 JX1541                          SUPERSEDED SURVEY CONTROL
 JX1541
 JX1541  NGVD 29 (??/??/92)  205.390  (m)          673.85   (f) ADJ UNCH    1 2
 JX1541
 JX1541.Superseded values are not recommended for survey control.
 JX1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1541.See file dsdata.txt to determine how the superseded data were derived.
 JX1541
 JX1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD419815(NAD 83)
 JX1541_MARKER: DB = BENCH MARK DISK
 JX1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1541_STAMPING: A 237 1959
 JX1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1541+STABILITY: SURFACE MOTION
 JX1541
 JX1541  HISTORY     - Date     Condition        Report By
 JX1541  HISTORY     - 1959     MONUMENTED       CGS
 JX1541
 JX1541                          STATION DESCRIPTION
 JX1541
 JX1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1541'3.6 MI NW FROM WATERFORD.
 JX1541'ABOUT 3.55 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1541'FROM THE STATION AT WATERFORD, AT MILEPOLE 46-07, AT THE
 JX1541'SOUTHWEST CORNER OF THE STEEL FENCE AROUND THE INTERLAKE IRON
 JX1541'COMPANYS BEVERLY PLANT, 34 FEET WEST OF THE WEST RAIL OF A SPUR
 JX1541'TRACK TO PLANT, 67 FEET WEST OF AND ACROSS THE SPUR TRACK FROM
 JX1541'THE WEST RAIL OF THE MAIN TRACK, 6 1/2 FEET EAST OF THE FENCE
 JX1541'CORNER, 2 FEET SOUTH OF THE EAST-WEST FENCE LINE, 110 FEET
 JX1541'NORTHWEST OF AND ACROSS THE TRACKS FROM THE MILEPOLE, 2 FEET
 JX1541'WEST OF A STEEL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL
 JX1541'OF THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 JX1541'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1511 ***********************************************************************
 JX1511  DESIGNATION -  A 238
 JX1511  PID         -  JX1511
 JX1511  STATE/COUNTY-  OH/MORGAN
 JX1511  USGS QUAD   -  STOCKPORT (1994)
 JX1511
 JX1511                         *CURRENT SURVEY CONTROL
 JX1511  ___________________________________________________________________
 JX1511* NAD 83(1986)-  39 36 40.     (N)    081 49 46.     (W)     SCALED    
 JX1511* NAVD 88     -       203.733  (meters)     668.41   (feet)  ADJUSTED  
 JX1511  ___________________________________________________________________
 JX1511  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JX1511  DYNAMIC HT  -         203.612 (meters)     668.02  (feet)  COMP
 JX1511  MODELED GRAV-     980,030.3   (mgal)                       NAVD 88
 JX1511
 JX1511  VERT ORDER  -  FIRST     CLASS II
 JX1511
 JX1511.The horizontal coordinates were scaled from a topographic map and have
 JX1511.an estimated accuracy of +/- 6 seconds.
 JX1511
 JX1511.The orthometric height was determined by differential leveling
 JX1511.and adjusted by the National Geodetic Survey in June 1991..
 JX1511
 JX1511.The geoid height was determined by GEOID03.
 JX1511
 JX1511.The dynamic height is computed by dividing the NAVD 88
 JX1511.geopotential number by the normal gravity value computed on the
 JX1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1511.degrees latitude (g = 980.6199 gals.).
 JX1511
 JX1511.The modeled gravity was interpolated from observed gravity values.
 JX1511
 JX1511;                    North         East    Units  Estimated Accuracy
 JX1511;SPC OH S     -   179,070.      657,580.      MT  (+/- 180 meters Scaled)
 JX1511
 JX1511                          SUPERSEDED SURVEY CONTROL
 JX1511
 JX1511  NGVD 29 (??/??/92)  203.934  (m)          669.07   (f) ADJ UNCH    1 2
 JX1511
 JX1511.Superseded values are not recommended for survey control.
 JX1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1511.See file dsdata.txt to determine how the superseded data were derived.
 JX1511
 JX1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD287849(NAD 83)
 JX1511_MARKER: DB = BENCH MARK DISK
 JX1511_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JX1511+WITH SETTING: INTO GROUND
 JX1511_SP_SET: 15.7 FEET
 JX1511_STAMPING: A 238 1959
 JX1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1511+STABILITY: SURFACE MOTION
 JX1511
 JX1511  HISTORY     - Date     Condition        Report By
 JX1511  HISTORY     - 1959     MONUMENTED       CGS
 JX1511  HISTORY     - 1972     GOOD             OHHD
 JX1511
 JX1511                          STATION DESCRIPTION
 JX1511
 JX1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1511'3.4 MI SE FROM MALTA.
 JX1511'ABOUT 3.4 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1511'FROM THE STATION AT MALTA, 0.2 MILE SOUTHEAST OF THE CROSSING OF
 JX1511'A BLACK TOP ROAD PARALLELING THE TRACK, IN SECTION 25, T-10-N
 JX1511'R-12-W, AT THE CROSSING OF A DRIVE LEADING SOUTHWEST TO A
 JX1511'ONE-STORY WHITE HOUSE ON A HILLSIDE AND ABOVE THE TRACK, 19 FEET
 JX1511'SOUTHWEST OF THE SOUTHWEST RAIL, 23 FEET WEST OF THE CENTER LINE
 JX1511'OF THE CROSSING, 10 FEET NORTHWEST OF THE CENTER OF A BOARD GATE
 JX1511'ACROSS DRIVE, 107 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 JX1511'THE MILEPOLE (NO. 28+04), 25 FEET EAST OF A 10-INCH WALNUT TREE
 JX1511'(THE FIRST TREE NORTHWEST OF THE DRIVE IN A ROW OF TREES ALONG
 JX1511'THE RIGHT-OF-WAY FENCE LINE, 2 FEET NORTHEAST OF THE FENCE LINE,
 JX1511'1 1/2 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 JX1511'THE TRACK, AND IS A DISK ON A COPPER-COATED STEEL ROD PROJECTING
 JX1511'1 INCH AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 3 INCHES.
 JX1511'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 15.7 FEET.
 JX1511'NOTE-- PLACED NEW WITNESS POST AND SIGN 14 FEET N OF MON.
 JX1511
 JX1511                          STATION RECOVERY (1972)
 JX1511
 JX1511'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1972
 JX1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0070 ***********************************************************************
 KZ0070  DESIGNATION -  A 239
 KZ0070  PID         -  KZ0070
 KZ0070  STATE/COUNTY-  OH/WAYNE
 KZ0070  USGS QUAD   -  NEW PITTSBURG (1978)
 KZ0070
 KZ0070                         *CURRENT SURVEY CONTROL
 KZ0070  ___________________________________________________________________
 KZ0070* NAD 83(1986)-  40 48 16.     (N)    082 03 25.     (W)     SCALED    
 KZ0070* NAVD 88     -       355.199  (meters)    1165.35   (feet)  ADJUSTED  
 KZ0070  ___________________________________________________________________
 KZ0070  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KZ0070  DYNAMIC HT  -         355.039 (meters)    1164.82  (feet)  COMP
 KZ0070  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 KZ0070
 KZ0070  VERT ORDER  -  SECOND    CLASS 0
 KZ0070
 KZ0070.The horizontal coordinates were scaled from a topographic map and have
 KZ0070.an estimated accuracy of +/- 6 seconds.
 KZ0070
 KZ0070.The orthometric height was determined by differential leveling
 KZ0070.and adjusted by the National Geodetic Survey in June 1991..
 KZ0070
 KZ0070.The geoid height was determined by GEOID03.
 KZ0070
 KZ0070.The dynamic height is computed by dividing the NAVD 88
 KZ0070.geopotential number by the normal gravity value computed on the
 KZ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0070.degrees latitude (g = 980.6199 gals.).
 KZ0070
 KZ0070.The modeled gravity was interpolated from observed gravity values.
 KZ0070
 KZ0070;                    North         East    Units  Estimated Accuracy
 KZ0070;SPC OH N     -   126,440.      637,380.      MT  (+/- 180 meters Scaled)
 KZ0070
 KZ0070                          SUPERSEDED SURVEY CONTROL
 KZ0070
 KZ0070  NGVD 29 (??/??/92)  355.400  (m)         1166.01   (f) ADJ UNCH    2 0
 KZ0070
 KZ0070.Superseded values are not recommended for survey control.
 KZ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0070.See file dsdata.txt to determine how the superseded data were derived.
 KZ0070
 KZ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF108175(NAD 83)
 KZ0070_MARKER: DB = BENCH MARK DISK
 KZ0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0070_SP_SET: ABUTMENT
 KZ0070_STAMPING: A 239 1959
 KZ0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0070
 KZ0070  HISTORY     - Date     Condition        Report By
 KZ0070  HISTORY     - 1959     MONUMENTED       CGS
 KZ0070  HISTORY     - 1970     GOOD             NGS
 KZ0070  HISTORY     - 1987     GOOD             OHDT
 KZ0070
 KZ0070                          STATION DESCRIPTION
 KZ0070
 KZ0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0070'2.6 MI E FROM REEDSBURG.
 KZ0070'ABOUT 2.55 MILES EAST ALONG U.S. HIGHWAY 30 FROM GRACE CHURCH
 KZ0070'AT REEDSBURG, 0.45 MILE EAST OF CROSSING OF COUNTY ROAD 36,
 KZ0070'ABOUT 1.7 MILES WEST OF JUNCTION OF U.S. HIGHWAY 250 AT JEFFERSON,
 KZ0070'IN THE TOP OF THE SOUTH END OF WEST ABUTMENT OF A 20-FOOT
 KZ0070'CONCRETE BRIDGE OVER A SMALL CREEK, 22 FEET SOUTH OF CENTER LINE
 KZ0070'OF HIGHWAY AND ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
 KZ0070
 KZ0070                          STATION RECOVERY (1970)
 KZ0070
 KZ0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0070'RECOVERED IN GOOD CONDITION.
 KZ0070
 KZ0070                          STATION RECOVERY (1987)
 KZ0070
 KZ0070'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0597 ***********************************************************************
 KZ0597  DESIGNATION -  A 24
 KZ0597  PID         -  KZ0597
 KZ0597  STATE/COUNTY-  OH/HARDIN
 KZ0597  USGS QUAD   -  MT VICTORY (1980)
 KZ0597
 KZ0597                         *CURRENT SURVEY CONTROL
 KZ0597  ___________________________________________________________________
 KZ0597* NAD 83(1986)-  40 37 21.     (N)    083 30 30.     (W)     SCALED    
 KZ0597* NAVD 88     -       290.903  (meters)     954.40   (feet)  ADJUSTED  
 KZ0597  ___________________________________________________________________
 KZ0597  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 KZ0597  DYNAMIC HT  -         290.753 (meters)     953.91  (feet)  COMP
 KZ0597  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 KZ0597
 KZ0597  VERT ORDER  -  SECOND    CLASS 0
 KZ0597
 KZ0597.The horizontal coordinates were scaled from a topographic map and have
 KZ0597.an estimated accuracy of +/- 6 seconds.
 KZ0597
 KZ0597.The orthometric height was determined by differential leveling
 KZ0597.and adjusted by the National Geodetic Survey in June 1991..
 KZ0597.WARNING-Repeat measurements at this control monument indicate possible
 KZ0597.vertical movement.
 KZ0597
 KZ0597.The geoid height was determined by GEOID03.
 KZ0597
 KZ0597.The dynamic height is computed by dividing the NAVD 88
 KZ0597.geopotential number by the normal gravity value computed on the
 KZ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0597.degrees latitude (g = 980.6199 gals.).
 KZ0597
 KZ0597.The modeled gravity was interpolated from observed gravity values.
 KZ0597
 KZ0597;                    North         East    Units  Estimated Accuracy
 KZ0597;SPC OH N     -   106,640.      514,690.      MT  (+/- 180 meters Scaled)
 KZ0597
 KZ0597                          SUPERSEDED SURVEY CONTROL
 KZ0597
 KZ0597  NGVD 29 (??/??/92)  291.064  (m)          954.93   (f) ADJ UNCH    2 0
 KZ0597
 KZ0597.Superseded values are not recommended for survey control.
 KZ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0597.See file dsdata.txt to determine how the superseded data were derived.
 KZ0597
 KZ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE878998(NAD 83)
 KZ0597_MARKER: DB = BENCH MARK DISK
 KZ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0597_STAMPING: A 24 1934 ET
 KZ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0597+STABILITY: SURFACE MOTION
 KZ0597
 KZ0597  HISTORY     - Date     Condition        Report By
 KZ0597  HISTORY     - 1934     MONUMENTED       CGS
 KZ0597  HISTORY     - 1960     GOOD             NGS
 KZ0597
 KZ0597                          STATION DESCRIPTION
 KZ0597
 KZ0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ0597'2 MI W FROM HEPBURN.
 KZ0597'ABOUT 2.0 MILES WEST ALONG THE ERIE RAILROAD FROM THE CROSSING
 KZ0597'OF ROAD 227 AT HEPBURN, 0.45 MILE WEST OF MILEPOST M 19, 0.5
 KZ0597'MILE WEST OF THE CROSSING OF ROAD 265, AT A PRIVATE ROAD CROSSING,
 KZ0597'25 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 45 1/2
 KZ0597'FEET WEST OF THE CENTER LINE OF PRIVATE ROAD, 5 FEET
 KZ0597'EAST-SOUTHEAST OF THE FIRST TELEPHONE POLE WEST OF THE CROSSING
 KZ0597'(MILEAGE POLE 19+18), 172 FEET EAST OF THE NORTHEAST CORNER OF
 KZ0597'CONCRETE BASE OF SEMAPHORE 737-1, 38 FEET SOUTHWEST OF A VERTICAL
 KZ0597'RAIL CORNER GATE POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 KZ0597'TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 KZ0597'NOTE-- MARK IS IN APPARENT GOOD CONDITION AT THIS TIME, HOWEVER,
 KZ0597'LEVELING IN 1960 INDICATES THAT MARK MAY BE UNSTABLE.  USE WITH
 KZ0597'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0093 ***********************************************************************
 KZ0093  DESIGNATION -  A 240
 KZ0093  PID         -  KZ0093
 KZ0093  STATE/COUNTY-  OH/WAYNE
 KZ0093  USGS QUAD   -  WEST SALEM (1981)
 KZ0093
 KZ0093                         *CURRENT SURVEY CONTROL
 KZ0093  ___________________________________________________________________
 KZ0093* NAD 83(1986)-  40 57 55.     (N)    082 07 18.     (W)     SCALED    
 KZ0093* NAVD 88     -       321.030  (meters)    1053.25   (feet)  ADJUSTED  
 KZ0093  ___________________________________________________________________
 KZ0093  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KZ0093  DYNAMIC HT  -         320.889 (meters)    1052.78  (feet)  COMP
 KZ0093  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 KZ0093
 KZ0093  VERT ORDER  -  SECOND    CLASS 0
 KZ0093
 KZ0093.The horizontal coordinates were scaled from a topographic map and have
 KZ0093.an estimated accuracy of +/- 6 seconds.
 KZ0093
 KZ0093.The orthometric height was determined by differential leveling
 KZ0093.and adjusted by the National Geodetic Survey in June 1991..
 KZ0093
 KZ0093.The geoid height was determined by GEOID03.
 KZ0093
 KZ0093.The dynamic height is computed by dividing the NAVD 88
 KZ0093.geopotential number by the normal gravity value computed on the
 KZ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0093.degrees latitude (g = 980.6199 gals.).
 KZ0093
 KZ0093.The modeled gravity was interpolated from observed gravity values.
 KZ0093
 KZ0093;                    North         East    Units  Estimated Accuracy
 KZ0093;SPC OH N     -   144,270.      631,850.      MT  (+/- 180 meters Scaled)
 KZ0093
 KZ0093                          SUPERSEDED SURVEY CONTROL
 KZ0093
 KZ0093  NGVD 29 (??/??/92)  321.223  (m)         1053.88   (f) ADJ UNCH    2 0
 KZ0093
 KZ0093.Superseded values are not recommended for survey control.
 KZ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0093.See file dsdata.txt to determine how the superseded data were derived.
 KZ0093
 KZ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF056355(NAD 83)
 KZ0093_MARKER: DB = BENCH MARK DISK
 KZ0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0093_SP_SET: ABUTMENT
 KZ0093_STAMPING: A 240 1959
 KZ0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0093
 KZ0093  HISTORY     - Date     Condition        Report By
 KZ0093  HISTORY     - 1959     MONUMENTED       CGS
 KZ0093  HISTORY     - 1970     GOOD             NGS
 KZ0093  HISTORY     - 1987     GOOD             OHDT
 KZ0093
 KZ0093                          STATION DESCRIPTION
 KZ0093
 KZ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0093'0.6 MI W FROM WEST SALEM.
 KZ0093'ABOUT 0.6 MILE WEST ALONG THE ERIE RAILROAD FROM THE CROSSING
 KZ0093'OF STATE HIGHWAY 301 AT WEST SALEM, 0.25 MILE WEST OF THE
 KZ0093'CROSSING OF U.S. HIGHWAY 42, SET VERTICALLY IN THE NORTHEAST
 KZ0093'FACE OF THE WING WALL AT THE NORTHWEST CORNER OF RAILROAD
 KZ0093'OVERPASS OVER COUNTY ROAD 53, 8 FEET WEST OF THE CENTER LINE
 KZ0093'OF THE ROAD, 3 FEET NORTHWEST OF THE NORTH END OF THE WEST MAIN
 KZ0093'ABUTMENT, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 KZ0093
 KZ0093                          STATION RECOVERY (1970)
 KZ0093
 KZ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0093'RECOVERED IN GOOD CONDITION.
 KZ0093
 KZ0093                          STATION RECOVERY (1987)
 KZ0093
 KZ0093'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0010 ***********************************************************************
 KZ0010  DESIGNATION -  A 241
 KZ0010  PID         -  KZ0010
 KZ0010  STATE/COUNTY-  OH/WAYNE
 KZ0010  USGS QUAD   -  WEST SALEM (1981)
 KZ0010
 KZ0010                         *CURRENT SURVEY CONTROL
 KZ0010  ___________________________________________________________________
 KZ0010* NAD 83(1986)-  40 58 28.     (N)    082 01 32.     (W)     SCALED    
 KZ0010* NAVD 88     -       279.113  (meters)     915.72   (feet)  ADJUSTED  
 KZ0010  ___________________________________________________________________
 KZ0010  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KZ0010  DYNAMIC HT  -         278.991 (meters)     915.32  (feet)  COMP
 KZ0010  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 KZ0010
 KZ0010  VERT ORDER  -  SECOND    CLASS 0
 KZ0010
 KZ0010.The horizontal coordinates were scaled from a topographic map and have
 KZ0010.an estimated accuracy of +/- 6 seconds.
 KZ0010
 KZ0010.The orthometric height was determined by differential leveling
 KZ0010.and adjusted by the National Geodetic Survey in June 1991..
 KZ0010
 KZ0010.The geoid height was determined by GEOID03.
 KZ0010
 KZ0010.The dynamic height is computed by dividing the NAVD 88
 KZ0010.geopotential number by the normal gravity value computed on the
 KZ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0010.degrees latitude (g = 980.6199 gals.).
 KZ0010
 KZ0010.The modeled gravity was interpolated from observed gravity values.
 KZ0010
 KZ0010;                    North         East    Units  Estimated Accuracy
 KZ0010;SPC OH N     -   145,330.      639,930.      MT  (+/- 180 meters Scaled)
 KZ0010
 KZ0010                          SUPERSEDED SURVEY CONTROL
 KZ0010
 KZ0010  NGVD 29 (??/??/92)  279.314  (m)          916.38   (f) ADJ UNCH    2 0
 KZ0010
 KZ0010.Superseded values are not recommended for survey control.
 KZ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0010.See file dsdata.txt to determine how the superseded data were derived.
 KZ0010
 KZ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF137364(NAD 83)
 KZ0010_MARKER: DB = BENCH MARK DISK
 KZ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0010_STAMPING: A 241 1959
 KZ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0010+STABILITY: SURFACE MOTION
 KZ0010
 KZ0010  HISTORY     - Date     Condition        Report By
 KZ0010  HISTORY     - 1959     MONUMENTED       CGS
 KZ0010  HISTORY     - 1969     GOOD             NGS
 KZ0010  HISTORY     - 1987     GOOD             OHDT
 KZ0010
 KZ0010                          STATION DESCRIPTION
 KZ0010
 KZ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0010'4 MI S FROM LODI.
 KZ0010'ABOUT 3.95 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ0010'THE RAILROAD OVERPASS AT LODI, ABOUT 4.55 MILES NORTH ALONG B.
 KZ0010'AND O. RR FROM THE CROSSING OF COUNTY ROAD NO. 186 AT ARMSTRONG,
 KZ0010'AT THE CROSSING OF COUNTY ROAD NO. 178 AND AT THE JUNCTION OF
 KZ0010'ROAD 178 EAST-WEST AND COUNTY ROAD 186 LEADING SOUTH, 56 1/2
 KZ0010'FEET EAST OF EAST RAIL, 20 FEET NORTH OF CENTER LINE OF ROAD 178,
 KZ0010'12 FEET WEST OF EXTENDED CENTER LINE OF ROAD 186, 66 FEET NORTHEAST
 KZ0010'OF CENTER OF CROSSING, 2 FEET NORTH OF A TELEPHONE POLE, ABOUT
 KZ0010'6 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 KZ0010'PROJECTING 3 INCHES.
 KZ0010
 KZ0010                          STATION RECOVERY (1969)
 KZ0010
 KZ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KZ0010'RECOVERED IN GOOD CONDITION.
 KZ0010
 KZ0010                          STATION RECOVERY (1987)
 KZ0010
 KZ0010'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0128 ***********************************************************************
 MC0128  DESIGNATION -  A 242
 MC0128  PID         -  MC0128
 MC0128  STATE/COUNTY-  OH/ASHLAND
 MC0128  USGS QUAD   -  SULLIVAN (1973)
 MC0128
 MC0128                         *CURRENT SURVEY CONTROL
 MC0128  ___________________________________________________________________
 MC0128* NAD 83(1986)-  41 01 40.     (N)    082 13 20.     (W)     SCALED    
 MC0128* NAVD 88     -       343.078  (meters)    1125.58   (feet)  ADJUSTED  
 MC0128  ___________________________________________________________________
 MC0128  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MC0128  DYNAMIC HT  -         342.925 (meters)    1125.08  (feet)  COMP
 MC0128  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 MC0128
 MC0128  VERT ORDER  -  SECOND    CLASS 0
 MC0128
 MC0128.The horizontal coordinates were scaled from a topographic map and have
 MC0128.an estimated accuracy of +/- 6 seconds.
 MC0128
 MC0128.The orthometric height was determined by differential leveling
 MC0128.and adjusted by the National Geodetic Survey in June 1991..
 MC0128
 MC0128.The geoid height was determined by GEOID03.
 MC0128
 MC0128.The dynamic height is computed by dividing the NAVD 88
 MC0128.geopotential number by the normal gravity value computed on the
 MC0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0128.degrees latitude (g = 980.6199 gals.).
 MC0128
 MC0128.The modeled gravity was interpolated from observed gravity values.
 MC0128
 MC0128;                    North         East    Units  Estimated Accuracy
 MC0128;SPC OH N     -   151,180.      623,360.      MT  (+/- 180 meters Scaled)
 MC0128
 MC0128                          SUPERSEDED SURVEY CONTROL
 MC0128
 MC0128  NGVD 29 (??/??/92)  343.254  (m)         1126.16   (f) ADJ UNCH    2 0
 MC0128
 MC0128.Superseded values are not recommended for survey control.
 MC0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0128.See file dsdata.txt to determine how the superseded data were derived.
 MC0128
 MC0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF972425(NAD 83)
 MC0128_MARKER: DB = BENCH MARK DISK
 MC0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0128_SP_SET: CULVERT
 MC0128_STAMPING: A 242 1959
 MC0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0128
 MC0128  HISTORY     - Date     Condition        Report By
 MC0128  HISTORY     - 1959     MONUMENTED       CGS
 MC0128  HISTORY     - 1987     GOOD             OHDT
 MC0128  HISTORY     - 1991     GOOD             USPSQD
 MC0128
 MC0128                          STATION DESCRIPTION
 MC0128
 MC0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MC0128'AT SULLIVAN.
 MC0128'AT SULLIVAN, AT THE INTERSECTION OF U.S. HIGHWAY 224 AND STATE
 MC0128'HIGHWAY 58, 33 1/2 FEET EAST OF THE CENTER LINE OF HIGHWAY 58,
 MC0128'103 FEET SOUTH OF THE SOUTH CURB LINE OF HIGHWAY 224, IN TOP OF
 MC0128'THE NORTHEAST CORNER OF A 6-FOOT CONCRETE BOX CULVERT UNDER
 MC0128'HIGHWAY 58, 1/2 FOOT WEST OF THE WEST EDGE OF THE SIDEWALK, 1/2
 MC0128'FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE CULVERT, AND ABOUT
 MC0128'2 FEET BELOW THE LEVEL OF HIGHWAY 58.
 MC0128
 MC0128                          STATION RECOVERY (1987)
 MC0128
 MC0128'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0128'RECOVERED IN GOOD CONDITION.
 MC0128
 MC0128                          STATION RECOVERY (1991)
 MC0128
 MC0128'RECOVERY NOTE BY US POWER SQUADRON 1991 (DE)
 MC0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0276 ***********************************************************************
 KZ0276  DESIGNATION -  A 243
 KZ0276  PID         -  KZ0276
 KZ0276  STATE/COUNTY-  OH/ASHLAND
 KZ0276  USGS QUAD   -  POLK (1981)
 KZ0276
 KZ0276                         *CURRENT SURVEY CONTROL
 KZ0276  ___________________________________________________________________
 KZ0276* NAD 83(1995)-  40 53 36.64511(N)    082 12 41.25815(W)     ADJUSTED  
 KZ0276* NAVD 88     -       369.373  (meters)    1211.85   (feet)  ADJUSTED  
 KZ0276  ___________________________________________________________________
 KZ0276  X           -     654,358.634 (meters)                     COMP
 KZ0276  Y           -  -4,784,051.174 (meters)                     COMP
 KZ0276  Z           -   4,153,710.987 (meters)                     COMP
 KZ0276  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 KZ0276  ELLIP HEIGHT-         336.04  (meters)          (04/01/98) GPS OBS
 KZ0276  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KZ0276  DYNAMIC HT  -         369.206 (meters)    1211.30  (feet)  COMP
 KZ0276  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 KZ0276
 KZ0276  HORZ ORDER  -  THIRD
 KZ0276  VERT ORDER  -  SECOND    CLASS 0
 KZ0276  ELLP ORDER  -  FOURTH    CLASS I
 KZ0276
 KZ0276.The horizontal coordinates were established by GPS observations
 KZ0276.and adjusted by the National Geodetic Survey in April 1998..
 KZ0276
 KZ0276.The orthometric height was determined by differential leveling
 KZ0276.and adjusted by the National Geodetic Survey in June 1991..
 KZ0276
 KZ0276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ0276
 KZ0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ0276
 KZ0276.The ellipsoidal height was determined by GPS observations
 KZ0276.and is referenced to NAD 83.
 KZ0276
 KZ0276.The geoid height was determined by GEOID03.
 KZ0276
 KZ0276.The dynamic height is computed by dividing the NAVD 88
 KZ0276.geopotential number by the normal gravity value computed on the
 KZ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0276.degrees latitude (g = 980.6199 gals.).
 KZ0276
 KZ0276.The modeled gravity was interpolated from observed gravity values.
 KZ0276
 KZ0276;                    North         East     Units Scale Factor Converg.
 KZ0276;SPC OH N     -   136,276.260   624,313.933   MT  0.99994374   +0 11 22.4
 KZ0276;UTM  17      - 4,527,642.402   397,949.404   MT  0.99972818   -0 47 35.4
 KZ0276
 KZ0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ0276!SPC OH N     -   0.99994729  x   0.99994374  =   0.99989103
 KZ0276!UTM  17      -   0.99994729  x   0.99972818  =   0.99967549
 KZ0276
 KZ0276                          SUPERSEDED SURVEY CONTROL
 KZ0276
 KZ0276  NAD 83(1986)-  40 53 36.64790(N)    082 12 41.26032(W) AD(       ) 3
 KZ0276  NAD 27      -  40 53 36.44957(N)    082 12 41.72599(W) AD(       ) 3
 KZ0276  NGVD 29 (??/??/92)  369.558  (m)         1212.46   (f) ADJ UNCH    2 0
 KZ0276
 KZ0276.Superseded values are not recommended for survey control.
 KZ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0276.See file dsdata.txt to determine how the superseded data were derived.
 KZ0276
 KZ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9794927642(NAD 83)
 KZ0276_MARKER: DB = BENCH MARK DISK
 KZ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0276_SP_SET: CONCRETE POST
 KZ0276_STAMPING: A 243 1959
 KZ0276_MARK LOGO: CGS   
 KZ0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0276+STABILITY: SURFACE MOTION
 KZ0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0276+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1987
 KZ0276
 KZ0276  HISTORY     - Date     Condition        Report By
 KZ0276  HISTORY     - 1959     MONUMENTED       CGS
 KZ0276  HISTORY     - 1970     GOOD             NGS
 KZ0276  HISTORY     - 1986     GOOD             NGS
 KZ0276  HISTORY     - 19871016 GOOD
 KZ0276  HISTORY     - 1991     GOOD             USPSQD
 KZ0276
 KZ0276                          STATION DESCRIPTION
 KZ0276
 KZ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0276'5.4 MI SE FROM NANKIN.
 KZ0276'ABOUT 3.6 MILES EAST ALONG STATE HIGHWAY 302 FROM THE INTERSECTION
 KZ0276'OF STATE HIGHWAY 58 AT NANKIN, THENCE ABOUT 1.85 MILES SOUTH ALONG
 KZ0276'STATE HIGHWAY 89, ABOUT 6.1 MILES NORTH ALONG STATE HIGHWAY 89 FROM
 KZ0276'THE SCHOOL AT JEROMESVILLE, 0.55 MILE SOUTH OF THE INTERSECTION
 KZ0276'OF U.S. HIGHWAY 42, AT THE JUNCTION OF PERRY TWP ROAD 40 LEADING
 KZ0276'EAST, 25 1/2 FEET EAST OF THE CENTER LINE OF HIGHWAY, 51 1/2
 KZ0276'FEET NORTH OF THE CENTER LINE OF ROAD 40, 55 FEET NORTHEAST OF
 KZ0276'THE CENTER OF THE JUNCTION, 13 FEET NORTH OF A LARGE POST AT THE
 KZ0276'NORTHWEST END OF A BOARD GATE ACROSS ENTRANCE TO FIELD, 2 FEET
 KZ0276'WEST OF A NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF A STEEL
 KZ0276'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF HIGHWAY, AND SET
 KZ0276'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0276
 KZ0276                          STATION RECOVERY (1970)
 KZ0276
 KZ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0276'RECOVERED IN GOOD CONDITION.
 KZ0276
 KZ0276                          STATION RECOVERY (1986)
 KZ0276
 KZ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KZ0276'STATION IS LOCATED ABOUT 6.2 MILES EAST OF ASHLAND, 7.8 MILES SOUTH-
 KZ0276'WEST OF THE ASHLAND-MEDINA-WAYNE COUNTIES JUNCTION CORNER, ALONG EDGE
 KZ0276'OF A CULTIVATED FIELD, AT A ROAD JUNCTION.  OWNERSHIP--OHIO DEPARTMENT
 KZ0276'OF TRANSPORTATION.
 KZ0276'TO REACH FROM THE JUNCTION OF US HIGHWAYS 42 AND 250 (ON THE EAST
 KZ0276'SIDE OF ASHLAND), GO NORTH ON HIGHWAY 42 FOR 2.45 MILES TO TOWNSHIP
 KZ0276'ROAD 573 ON THE LEFT.  CONTINUE AHEAD ON HIGHWAY 42 FOR 3.0 MILES TO
 KZ0276'ITS JUNCTION WITH STATE HIGHWAY 89.  TURN RIGHT, SOUTH, ON HIGHWAY
 KZ0276'89 FOR 0.55 MILE TO TOWNSHIP ROAD 1150 AND THE STATION ON THE RIGHT.
 KZ0276'STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED --A 243 1959--,
 KZ0276'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTION 2 CM, AT THE SOUTH-
 KZ0276'WEST CORNER OF A CULTIVATED FIELD, ON THE EDGE OF A SHALLOW ROAD
 KZ0276'DITCH.  IT IS 15.5 METERS NORTH OF THE CENTER OF THE TOWNSHIP ROAD,
 KZ0276'7.7 METERS EAST OF THE CENTER OF THE HIGHWAY, 33.9 METERS NORTHEAST
 KZ0276'OF UTILITY POLE 76DF-59, AND 0.3 METER SOUTH OF A FIBERGLASS WITNESS
 KZ0276'POST.
 KZ0276'DESCRIBED BY G R HEID.  TYPED BY JAMES MALONEY 9/09/87.
 KZ0276
 KZ0276                          STATION RECOVERY (1987)
 KZ0276
 KZ0276'RECOVERED 1987
 KZ0276'RECOVERED IN GOOD CONDITION.
 KZ0276
 KZ0276                          STATION RECOVERY (1991)
 KZ0276
 KZ0276'RECOVERY NOTE BY US POWER SQUADRON 1991 (ES)
 KZ0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0218 ***********************************************************************
 KZ0218  DESIGNATION -  A 244
 KZ0218  PID         -  KZ0218
 KZ0218  STATE/COUNTY-  OH/ASHLAND
 KZ0218  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ0218
 KZ0218                         *CURRENT SURVEY CONTROL
 KZ0218  ___________________________________________________________________
 KZ0218* NAD 83(1986)-  40 50 47.     (N)    082 17 50.     (W)     SCALED    
 KZ0218* NAVD 88     -       346.068  (meters)    1135.39   (feet)  ADJUSTED  
 KZ0218  ___________________________________________________________________
 KZ0218  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KZ0218  DYNAMIC HT  -         345.909 (meters)    1134.87  (feet)  COMP
 KZ0218  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 KZ0218
 KZ0218  VERT ORDER  -  SECOND    CLASS 0
 KZ0218
 KZ0218.The horizontal coordinates were scaled from a topographic map and have
 KZ0218.an estimated accuracy of +/- 6 seconds.
 KZ0218
 KZ0218.The orthometric height was determined by differential leveling
 KZ0218.and adjusted by the National Geodetic Survey in June 1991..
 KZ0218
 KZ0218.The geoid height was determined by GEOID03.
 KZ0218
 KZ0218.The dynamic height is computed by dividing the NAVD 88
 KZ0218.geopotential number by the normal gravity value computed on the
 KZ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0218.degrees latitude (g = 980.6199 gals.).
 KZ0218
 KZ0218.The modeled gravity was interpolated from observed gravity values.
 KZ0218
 KZ0218;                    North         East    Units  Estimated Accuracy
 KZ0218;SPC OH N     -   131,020.      617,100.      MT  (+/- 180 meters Scaled)
 KZ0218
 KZ0218                          SUPERSEDED SURVEY CONTROL
 KZ0218
 KZ0218  NGVD 29 (??/??/92)  346.246  (m)         1135.98   (f) ADJ UNCH    2 0
 KZ0218
 KZ0218.Superseded values are not recommended for survey control.
 KZ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0218.See file dsdata.txt to determine how the superseded data were derived.
 KZ0218
 KZ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF906225(NAD 83)
 KZ0218_MARKER: DB = BENCH MARK DISK
 KZ0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0218_SP_SET: PIER
 KZ0218_STAMPING: A 244 1959
 KZ0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0218
 KZ0218  HISTORY     - Date     Condition        Report By
 KZ0218  HISTORY     - 1959     MONUMENTED       CGS
 KZ0218  HISTORY     - 1971     GOOD             NGS
 KZ0218  HISTORY     - 1985     GOOD             LOCSUR
 KZ0218  HISTORY     - 1987     GOOD             OHDT
 KZ0218  HISTORY     - 1990     GOOD             USPSQD
 KZ0218
 KZ0218                          STATION DESCRIPTION
 KZ0218
 KZ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0218'2 MI S FROM ASHLAND.
 KZ0218'ABOUT 1.95 MILES SOUTH ALONG STATE HIGHWAY 511 FROM THE POST
 KZ0218'OFFICE AT ASHLAND, AT THE SOUTH JUNCTION OF HIGHWAY 511 AND 60, 24
 KZ0218'FEET NORTHEAST OF THE CENTER LINE OF HIGHWAYS 511 AND 60, SET
 KZ0218'VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTHEAST LEG OF THREE
 KZ0218'TO THE NORTHEAST PIER TO U.S. HIGHWAY 42 OVERPASS OVER HIGHWAY
 KZ0218'511 AND 60, 3 FEET ABOVE THE GROUND, AND ABOUT 2 1/2 FEET ABOVE
 KZ0218'THE LEVEL OF HIGHWAY.
 KZ0218
 KZ0218                          STATION RECOVERY (1971)
 KZ0218
 KZ0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0218'RECOVERED IN GOOD CONDITION.
 KZ0218
 KZ0218                          STATION RECOVERY (1985)
 KZ0218
 KZ0218'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 KZ0218'RECOVERED IN GOOD CONDITION.
 KZ0218
 KZ0218                          STATION RECOVERY (1987)
 KZ0218
 KZ0218'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DMK)
 KZ0218'RECOVERED IN GOOD CONDITION.
 KZ0218
 KZ0218                          STATION RECOVERY (1990)
 KZ0218
 KZ0218'RECOVERY NOTE BY US POWER SQUADRON 1990 (BN)
 KZ0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0724 ***********************************************************************
 KZ0724  DESIGNATION -  A 245
 KZ0724  PID         -  KZ0724
 KZ0724  STATE/COUNTY-  OH/MUSKINGUM
 KZ0724  USGS QUAD   -  DRESDEN (1978)
 KZ0724
 KZ0724                         *CURRENT SURVEY CONTROL
 KZ0724  ___________________________________________________________________
 KZ0724* NAD 83(1986)-  40 06 34.     (N)    082 00 47.     (W)     SCALED    
 KZ0724* NAVD 88     -       229.314  (meters)     752.34   (feet)  ADJUSTED  
 KZ0724  ___________________________________________________________________
 KZ0724  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KZ0724  DYNAMIC HT  -         229.193 (meters)     751.94  (feet)  COMP
 KZ0724  MODELED GRAV-     980,095.8   (mgal)                       NAVD 88
 KZ0724
 KZ0724  VERT ORDER  -  FIRST     CLASS II
 KZ0724
 KZ0724.The horizontal coordinates were scaled from a topographic map and have
 KZ0724.an estimated accuracy of +/- 6 seconds.
 KZ0724
 KZ0724.The orthometric height was determined by differential leveling
 KZ0724.and adjusted by the National Geodetic Survey in June 1991..
 KZ0724
 KZ0724.The geoid height was determined by GEOID03.
 KZ0724
 KZ0724.The dynamic height is computed by dividing the NAVD 88
 KZ0724.geopotential number by the normal gravity value computed on the
 KZ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0724.degrees latitude (g = 980.6199 gals.).
 KZ0724
 KZ0724.The modeled gravity was interpolated from observed gravity values.
 KZ0724
 KZ0724;                    North         East    Units  Estimated Accuracy
 KZ0724;SPC OH S     -   234,300.      641,520.      MT  (+/- 180 meters Scaled)
 KZ0724
 KZ0724                          SUPERSEDED SURVEY CONTROL
 KZ0724
 KZ0724  NGVD 29 (??/??/92)  229.534  (m)          753.06   (f) ADJ UNCH    1 2
 KZ0724
 KZ0724.Superseded values are not recommended for survey control.
 KZ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0724.See file dsdata.txt to determine how the superseded data were derived.
 KZ0724
 KZ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME136403(NAD 83)
 KZ0724_MARKER: DB = BENCH MARK DISK
 KZ0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0724_SP_SET: CATCH BASIN
 KZ0724_STAMPING: A 245 1959
 KZ0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0724
 KZ0724  HISTORY     - Date     Condition        Report By
 KZ0724  HISTORY     - 1959     MONUMENTED       CGS
 KZ0724  HISTORY     - 1969     GOOD             NGS
 KZ0724
 KZ0724                          STATION DESCRIPTION
 KZ0724
 KZ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0724'0.6 MI S FROM DRESDEN.
 KZ0724'ABOUT 0.65 MILE SOUTH ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 KZ0724'RAILROAD FROM THE STATION AT DRESDEN, AT THE CROSSING OF STATE
 KZ0724'HIGHWAY 77, BETWEEN MILEPOLES 130+15 AND 130+16, 58 FEET WEST
 KZ0724'OF THE WEST RAIL, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE
 KZ0724'HIGHWAY, IN TOP AND NEAR THE CENTER OF THE NORTH WALL OF A
 KZ0724'3-BY 4-FOOT CONCRETE CATCH BASIN FOR A 18-INCH PIPE CULVERT
 KZ0724'UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 KZ0724'HIGHWAY.
 KZ0724
 KZ0724                          STATION RECOVERY (1969)
 KZ0724
 KZ0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KZ0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0718 ***********************************************************************
 KZ0718  DESIGNATION -  A 245 X
 KZ0718  PID         -  KZ0718
 KZ0718  STATE/COUNTY-  OH/MUSKINGUM
 KZ0718  USGS QUAD   -  TRINWAY (1981)
 KZ0718
 KZ0718                         *CURRENT SURVEY CONTROL
 KZ0718  ___________________________________________________________________
 KZ0718* NAD 83(1986)-  40 07 57.     (N)    082 01 02.     (W)     SCALED    
 KZ0718* NAVD 88     -       223.721  (meters)     733.99   (feet)  ADJUSTED  
 KZ0718  ___________________________________________________________________
 KZ0718  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KZ0718  DYNAMIC HT  -         223.605 (meters)     733.61  (feet)  COMP
 KZ0718  MODELED GRAV-     980,099.0   (mgal)                       NAVD 88
 KZ0718
 KZ0718  VERT ORDER  -  FIRST     CLASS II
 KZ0718
 KZ0718.The horizontal coordinates were scaled from a topographic map and have
 KZ0718.an estimated accuracy of +/- 6 seconds.
 KZ0718
 KZ0718.The orthometric height was determined by differential leveling
 KZ0718.and adjusted by the National Geodetic Survey in June 1991..
 KZ0718
 KZ0718.The geoid height was determined by GEOID03.
 KZ0718
 KZ0718.The dynamic height is computed by dividing the NAVD 88
 KZ0718.geopotential number by the normal gravity value computed on the
 KZ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0718.degrees latitude (g = 980.6199 gals.).
 KZ0718
 KZ0718.The modeled gravity was interpolated from observed gravity values.
 KZ0718
 KZ0718;                    North         East    Units  Estimated Accuracy
 KZ0718;SPC OH S     -   236,860.      641,150.      MT  (+/- 180 meters Scaled)
 KZ0718
 KZ0718                          SUPERSEDED SURVEY CONTROL
 KZ0718
 KZ0718  NGVD 29 (??/??/92)  223.943  (m)          734.72   (f) ADJ UNCH    1 2
 KZ0718
 KZ0718.Superseded values are not recommended for survey control.
 KZ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0718.See file dsdata.txt to determine how the superseded data were derived.
 KZ0718
 KZ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME133429(NAD 83)
 KZ0718_MARKER: DB = BENCH MARK DISK
 KZ0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0718_SP_SET: BRIDGE
 KZ0718_STAMPING: A 245 X 1959
 KZ0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0718
 KZ0718  HISTORY     - Date     Condition        Report By
 KZ0718  HISTORY     - 1959     MONUMENTED       CGS
 KZ0718  HISTORY     - 1969     GOOD             NGS
 KZ0718
 KZ0718                          STATION DESCRIPTION
 KZ0718
 KZ0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0718'0.8 MI S FROM TRINWAY.
 KZ0718'ABOUT 0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KZ0718'STATION AT TRINWAY, ABOUT 0.9 MILE NORTH ALONG THE PENN. RAILROAD
 KZ0718'FROM THE STATION AT DRESDEN, 11 FEET SOUTHWEST OF THE SOUTHWEST
 KZ0718'RAIL, IN TOP OF THE SOUTH WING WALL OF RAILROAD BRIDGE 1-21
 KZ0718'OVER COUNTY ROAD NO. 58, 8 FEET WEST OF THE SOUTHEAST END OF
 KZ0718'THE SOUTHWEST STEEL GIRDER OF BRIDGE, 1.6 FEET NORTH OF THE
 KZ0718'SOUTH EDGE OF TOP STEP OF WING WALL, AND ABOUT 3 FEET BELOW
 KZ0718'LEVEL OF THE TRACK.
 KZ0718
 KZ0718                          STATION RECOVERY (1969)
 KZ0718
 KZ0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KZ0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1479 ***********************************************************************
 JX1479  DESIGNATION -  A 246
 JX1479  PID         -  JX1479
 JX1479  STATE/COUNTY-  OH/MUSKINGUM
 JX1479  USGS QUAD   -  PHILO (1994)
 JX1479
 JX1479                         *CURRENT SURVEY CONTROL
 JX1479  ___________________________________________________________________
 JX1479* NAD 83(1986)-  39 52 10.     (N)    081 55 17.     (W)     SCALED    
 JX1479* NAVD 88     -       211.129  (meters)     692.68   (feet)  ADJUSTED  
 JX1479  ___________________________________________________________________
 JX1479  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JX1479  DYNAMIC HT  -         211.014 (meters)     692.30  (feet)  COMP
 JX1479  MODELED GRAV-     980,077.0   (mgal)                       NAVD 88
 JX1479
 JX1479  VERT ORDER  -  FIRST     CLASS II
 JX1479
 JX1479.The horizontal coordinates were scaled from a topographic map and have
 JX1479.an estimated accuracy of +/- 6 seconds.
 JX1479
 JX1479.The orthometric height was determined by differential leveling
 JX1479.and adjusted by the National Geodetic Survey in June 1991..
 JX1479
 JX1479.The geoid height was determined by GEOID03.
 JX1479
 JX1479.The dynamic height is computed by dividing the NAVD 88
 JX1479.geopotential number by the normal gravity value computed on the
 JX1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1479.degrees latitude (g = 980.6199 gals.).
 JX1479
 JX1479.The modeled gravity was interpolated from observed gravity values.
 JX1479
 JX1479;                    North         East    Units  Estimated Accuracy
 JX1479;SPC OH S     -   207,700.      649,500.      MT  (+/- 180 meters Scaled)
 JX1479
 JX1479                          SUPERSEDED SURVEY CONTROL
 JX1479
 JX1479  NGVD 29 (??/??/92)  211.349  (m)          693.40   (f) ADJ UNCH    1 2
 JX1479
 JX1479.Superseded values are not recommended for survey control.
 JX1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1479.See file dsdata.txt to determine how the superseded data were derived.
 JX1479
 JX1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME212136(NAD 83)
 JX1479_MARKER: DB = BENCH MARK DISK
 JX1479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1479_SP_SET: BRIDGE
 JX1479_STAMPING: A 246 1959
 JX1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1479
 JX1479  HISTORY     - Date     Condition        Report By
 JX1479  HISTORY     - 1959     MONUMENTED       CGS
 JX1479
 JX1479                          STATION DESCRIPTION
 JX1479
 JX1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1479'0.8 MI NW FROM PHILO.
 JX1479'ABOUT 0.85 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1479'FROM THE STATION AT PHILO, ACROSS THE TRACK FROM POINT BETWEEN
 JX1479'MILEPOLES 6+20 AND 2+21, AT FERRO ALLOYS CORP. PHILO PLANT,
 JX1479'IN SECTION 10, T-11-N R-13-W, 6 1/2 FEET SOUTH OF THE SOUTH
 JX1479'RAIL, 20 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD NO. 6
 JX1479'PARALLEL WITH THE TRACK, IN TOP OF THE SOUTH END OF THE EAST
 JX1479'CONCRETE ABUTMENT OF RAILROAD BRIDGE ACROSS SYCAMORE HOLLOW,
 JX1479'1.4 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, AND ABOUT
 JX1479'1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1490 ***********************************************************************
 JX1490  DESIGNATION -  A 247
 JX1490  PID         -  JX1490
 JX1490  STATE/COUNTY-  OH/MORGAN
 JX1490  USGS QUAD   -  ROKEBY LOCK (1994)
 JX1490
 JX1490                         *CURRENT SURVEY CONTROL
 JX1490  ___________________________________________________________________
 JX1490* NAD 83(1986)-  39 44 59.     (N)    081 54 51.     (W)     SCALED    
 JX1490* NAVD 88     -       207.246  (meters)     679.94   (feet)  ADJUSTED  
 JX1490  ___________________________________________________________________
 JX1490  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JX1490  DYNAMIC HT  -         207.129 (meters)     679.56  (feet)  COMP
 JX1490  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 JX1490
 JX1490  VERT ORDER  -  FIRST     CLASS II
 JX1490
 JX1490.The horizontal coordinates were scaled from a topographic map and have
 JX1490.an estimated accuracy of +/- 6 seconds.
 JX1490
 JX1490.The orthometric height was determined by differential leveling
 JX1490.and adjusted by the National Geodetic Survey in June 1991..
 JX1490
 JX1490.The geoid height was determined by GEOID03.
 JX1490
 JX1490.The dynamic height is computed by dividing the NAVD 88
 JX1490.geopotential number by the normal gravity value computed on the
 JX1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1490.degrees latitude (g = 980.6199 gals.).
 JX1490
 JX1490.The modeled gravity was interpolated from observed gravity values.
 JX1490
 JX1490;                    North         East    Units  Estimated Accuracy
 JX1490;SPC OH S     -   194,410.      650,210.      MT  (+/- 180 meters Scaled)
 JX1490
 JX1490                          SUPERSEDED SURVEY CONTROL
 JX1490
 JX1490  NGVD 29 (??/??/92)  207.456  (m)          680.63   (f) ADJ UNCH    1 2
 JX1490
 JX1490.Superseded values are not recommended for survey control.
 JX1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1490.See file dsdata.txt to determine how the superseded data were derived.
 JX1490
 JX1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME216003(NAD 83)
 JX1490_MARKER: DB = BENCH MARK DISK
 JX1490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1490_SP_SET: BRIDGE
 JX1490_STAMPING: A 247 1959
 JX1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1490
 JX1490  HISTORY     - Date     Condition        Report By
 JX1490  HISTORY     - 1959     MONUMENTED       CGS
 JX1490
 JX1490                          STATION DESCRIPTION
 JX1490
 JX1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1490'9.1 MI S FROM PHILO.
 JX1490'ABOUT 9.1 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1490'THE STATION AT PHILO, ALSO ABOUT 8.65 MILES NORTHWEST ALONG THE
 JX1490'B. AND O. RR. FROM THE STATION AT MALTA, 1.05 MILES NORTH OF
 JX1490'STATION SIGN EAGLEPORT, 0.1 MILE SOUTHWEST OF A BLACK TOP ROAD
 JX1490'CROSSING, IN SECTION 25, T-10-N, R-13-W, BETWEEN MILEPOLES 16+8
 JX1490'AND 16+9, 7 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN TOP OF
 JX1490'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF RAILROAD
 JX1490'BRIDGE OVER BIG BOTTOM RUN, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 JX1490'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1205 ***********************************************************************
 KZ1205  DESIGNATION -  A 248
 KZ1205  PID         -  KZ1205
 KZ1205  STATE/COUNTY-  OH/RICHLAND
 KZ1205  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ1205
 KZ1205                         *CURRENT SURVEY CONTROL
 KZ1205  ___________________________________________________________________
 KZ1205* NAD 83(1986)-  40 51 42.     (N)    082 30 48.     (W)     SCALED    
 KZ1205* NAVD 88     -       330.416  (meters)    1084.04   (feet)  ADJUSTED  
 KZ1205  ___________________________________________________________________
 KZ1205  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KZ1205  DYNAMIC HT  -         330.259 (meters)    1083.52  (feet)  COMP
 KZ1205  MODELED GRAV-     980,139.1   (mgal)                       NAVD 88
 KZ1205
 KZ1205  VERT ORDER  -  SECOND    CLASS 0
 KZ1205
 KZ1205.The horizontal coordinates were scaled from a topographic map and have
 KZ1205.an estimated accuracy of +/- 6 seconds.
 KZ1205
 KZ1205.The orthometric height was determined by differential leveling
 KZ1205.and adjusted by the National Geodetic Survey in June 1991..
 KZ1205
 KZ1205.The geoid height was determined by GEOID03.
 KZ1205
 KZ1205.The dynamic height is computed by dividing the NAVD 88
 KZ1205.geopotential number by the normal gravity value computed on the
 KZ1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1205.degrees latitude (g = 980.6199 gals.).
 KZ1205
 KZ1205.The modeled gravity was interpolated from observed gravity values.
 KZ1205
 KZ1205;                    North         East    Units  Estimated Accuracy
 KZ1205;SPC OH N     -   132,700.      598,880.      MT  (+/- 180 meters Scaled)
 KZ1205
 KZ1205                          SUPERSEDED SURVEY CONTROL
 KZ1205
 KZ1205  NGVD 29 (??/??/92)  330.580  (m)         1084.58   (f) ADJ UNCH    2 0
 KZ1205
 KZ1205.Superseded values are not recommended for survey control.
 KZ1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1205.See file dsdata.txt to determine how the superseded data were derived.
 KZ1205
 KZ1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF724245(NAD 83)
 KZ1205_MARKER: DB = BENCH MARK DISK
 KZ1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1205_SP_SET: CULVERT
 KZ1205_STAMPING: A 248 1959
 KZ1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1205
 KZ1205  HISTORY     - Date     Condition        Report By
 KZ1205  HISTORY     - 1959     MONUMENTED       CGS
 KZ1205  HISTORY     - 1970     GOOD             NGS
 KZ1205  HISTORY     - 20040525 MARK NOT FOUND   USPSQD
 KZ1205
 KZ1205                          STATION DESCRIPTION
 KZ1205
 KZ1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1205'3.6 MI S FROM SHENANDOAH.
 KZ1205'ABOUT 3.65 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE INTERSECTION
 KZ1205'OF STATE HIGHWAY 603 AT SHENANDOAH, ABOUT 0.4 MILE SOUTH OF
 KZ1205'INTERSECTION OF CHESROWN ROAD, 0.85 MILE NORTH OF PLEASANT VALLEY
 KZ1205'CHURCH AND CEMETERY, 17 FEET EAST OF CENTER LINE OF HIGHWAY, IN
 KZ1205'THE TOP OF NORTH END OF HEAD WALL OF A 10-FOOT CONCRETE BOX
 KZ1205'CULVERT AND ABOUT LEVEL WITH HIGHWAY.
 KZ1205
 KZ1205                          STATION RECOVERY (1970)
 KZ1205
 KZ1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1205'RECOVERED IN GOOD CONDITION.
 KZ1205
 KZ1205                          STATION RECOVERY (2004)
 KZ1205
 KZ1205'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1205'HEAD WALLS HAVE BEEN REPLACED. SE CORNER OF HEADWALL ON WEST SIDE OF
 KZ1205'ROUTE 13 HAS A NEW DOT MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1183 ***********************************************************************
 KZ1183  DESIGNATION -  A 249
 KZ1183  PID         -  KZ1183
 KZ1183  STATE/COUNTY-  OH/RICHLAND
 KZ1183  USGS QUAD   -  SHILOH (1981)
 KZ1183
 KZ1183                         *CURRENT SURVEY CONTROL
 KZ1183  ___________________________________________________________________
 KZ1183* NAD 83(1986)-  40 54 47.     (N)    082 34 04.     (W)     SCALED    
 KZ1183* NAVD 88     -       326.470  (meters)    1071.09   (feet)  ADJUSTED  
 KZ1183  ___________________________________________________________________
 KZ1183  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KZ1183  DYNAMIC HT  -         326.315 (meters)    1070.59  (feet)  COMP
 KZ1183  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 KZ1183
 KZ1183  VERT ORDER  -  SECOND    CLASS 0
 KZ1183
 KZ1183.The horizontal coordinates were scaled from a topographic map and have
 KZ1183.an estimated accuracy of +/- 6 seconds.
 KZ1183
 KZ1183.The orthometric height was determined by differential leveling
 KZ1183.and adjusted by the National Geodetic Survey in June 1991..
 KZ1183
 KZ1183.The geoid height was determined by GEOID03.
 KZ1183
 KZ1183.The dynamic height is computed by dividing the NAVD 88
 KZ1183.geopotential number by the normal gravity value computed on the
 KZ1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1183.degrees latitude (g = 980.6199 gals.).
 KZ1183
 KZ1183.The modeled gravity was interpolated from observed gravity values.
 KZ1183
 KZ1183;                    North         East    Units  Estimated Accuracy
 KZ1183;SPC OH N     -   138,410.      594,290.      MT  (+/- 180 meters Scaled)
 KZ1183
 KZ1183                          SUPERSEDED SURVEY CONTROL
 KZ1183
 KZ1183  NGVD 29 (??/??/92)  326.621  (m)         1071.59   (f) ADJ UNCH    2 0
 KZ1183
 KZ1183.Superseded values are not recommended for survey control.
 KZ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1183.See file dsdata.txt to determine how the superseded data were derived.
 KZ1183
 KZ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF679302(NAD 83)
 KZ1183_MARKER: DB = BENCH MARK DISK
 KZ1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1183_STAMPING: A 249 1959
 KZ1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1183+STABILITY: SURFACE MOTION
 KZ1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1183+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 KZ1183
 KZ1183  HISTORY     - Date     Condition        Report By
 KZ1183  HISTORY     - 1959     MONUMENTED       CGS
 KZ1183  HISTORY     - 1970     GOOD             NGS
 KZ1183  HISTORY     - 1988     GOOD             USPSQD
 KZ1183  HISTORY     - 1989     GOOD             USPSQD
 KZ1183  HISTORY     - 20040525 GOOD             USPSQD
 KZ1183  HISTORY     - 20050916 GOOD             USPSQD
 KZ1183
 KZ1183                          STATION DESCRIPTION
 KZ1183
 KZ1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1183'3.4 MI SE FROM PLANKTOWN.
 KZ1183'ABOUT 3.45 MILES SOUTHEAST ALONG STATE HIGHWAY 178 FROM THE
 KZ1183'JUNCTION OF STATE HIGHWAY 603 AT PLANKTOWN, AT THE JUNCTION OF
 KZ1183'SNAKE ROAD LEADING NORTHEAST, 70 FEET NORTHEAST OF CENTER LINE
 KZ1183'OF HIGHWAY, 20 FEET NORTHWEST OF CENTER LINE OF SNAKE ROAD,
 KZ1183'27 FEET NORTHEAST OF A TALL MAPLE TREE, 1 FOOT SOUTHEAST OF A FENCE
 KZ1183'LINE, 3 1/2 FEET NORTHEAST OF A TELEPHONE POLE, ABOUT LEVEL WITH
 KZ1183'SNAKE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ1183
 KZ1183                          STATION RECOVERY (1970)
 KZ1183
 KZ1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1183'RECOVERED IN GOOD CONDITION.
 KZ1183
 KZ1183                          STATION RECOVERY (1988)
 KZ1183
 KZ1183'RECOVERY NOTE BY US POWER SQUADRON 1988 (WN)
 KZ1183'RECOVERED IN GOOD CONDITION.
 KZ1183
 KZ1183                          STATION RECOVERY (1989)
 KZ1183
 KZ1183'RECOVERY NOTE BY US POWER SQUADRON 1989 (BN)
 KZ1183'RECOVERED IN GOOD CONDITION.
 KZ1183
 KZ1183                          STATION RECOVERY (2004)
 KZ1183
 KZ1183'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1183'NEW WITNESS POST AND MARK ONE AND HALF FOOT LOWER THAN SNAKE
 KZ1183'ROAD.DELETE LEVEL WITH SNAKE ROAD.
 KZ1183
 KZ1183                          STATION RECOVERY (2005)
 KZ1183
 KZ1183'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1659 ***********************************************************************
 KZ1659  DESIGNATION -  A 25
 KZ1659  PID         -  KZ1659
 KZ1659  STATE/COUNTY-  OH/LOGAN
 KZ1659  USGS QUAD   -  BELLEFONTAINE (1988)
 KZ1659
 KZ1659                         *CURRENT SURVEY CONTROL
 KZ1659  ___________________________________________________________________
 KZ1659* NAD 83(1986)-  40 21 38.     (N)    083 45 50.     (W)     SCALED    
 KZ1659* NAVD 88     -       371.978  (meters)    1220.40   (feet)  ADJUSTED  
 KZ1659  ___________________________________________________________________
 KZ1659  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KZ1659  DYNAMIC HT  -         371.781 (meters)    1219.75  (feet)  COMP
 KZ1659  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 KZ1659
 KZ1659  VERT ORDER  -  SECOND    CLASS 0
 KZ1659
 KZ1659.The horizontal coordinates were scaled from a topographic map and have
 KZ1659.an estimated accuracy of +/- 6 seconds.
 KZ1659
 KZ1659.The orthometric height was determined by differential leveling
 KZ1659.and adjusted by the National Geodetic Survey in June 1991..
 KZ1659
 KZ1659.The geoid height was determined by GEOID03.
 KZ1659
 KZ1659.The dynamic height is computed by dividing the NAVD 88
 KZ1659.geopotential number by the normal gravity value computed on the
 KZ1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1659.degrees latitude (g = 980.6199 gals.).
 KZ1659
 KZ1659.The modeled gravity was interpolated from observed gravity values.
 KZ1659
 KZ1659;                    North         East    Units  Estimated Accuracy
 KZ1659;SPC OH N     -    77,830.      492,640.      MT  (+/- 180 meters Scaled)
 KZ1659
 KZ1659                          SUPERSEDED SURVEY CONTROL
 KZ1659
 KZ1659  NGVD 29 (??/??/92)  372.184  (m)         1221.07   (f) ADJ UNCH    2 0
 KZ1659
 KZ1659.Superseded values are not recommended for survey control.
 KZ1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1659.See file dsdata.txt to determine how the superseded data were derived.
 KZ1659
 KZ1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE653714(NAD 83)
 KZ1659_MARKER: DB = BENCH MARK DISK
 KZ1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1659_STAMPING: A 25 1934
 KZ1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1659+STABILITY: SURFACE MOTION
 KZ1659
 KZ1659  HISTORY     - Date     Condition        Report By
 KZ1659  HISTORY     - 1934     MONUMENTED       CGS
 KZ1659  HISTORY     - 1944     MARK NOT FOUND   NGS
 KZ1659
 KZ1659                          STATION DESCRIPTION
 KZ1659
 KZ1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KZ1659'AT BELLEFONTAINE.
 KZ1659'AT BELLEFONTAINE, OPPOSITE THE CLEVELAND, CINCINNATI, CHICAGO
 KZ1659'AND ST. LOUIS RAILWAY STATION, BETWEEN ELM STREET AND THE
 KZ1659'TRACK, 6 RAILS NORTH OF THE CENTER OF THE INTERSECTION OF
 KZ1659'CHILLICOTHE AVENUE, 12.9 FEET EAST OF THE EAST RAIL, 11.8 FEET
 KZ1659'WEST OF THE WEST CURB OF ELM STREET, AND ABOUT 1/2 FOOT
 KZ1659'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED A 25 1934
 KZ1659'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1210 ***********************************************************************
 KZ1210  DESIGNATION -  A 250
 KZ1210  PID         -  KZ1210
 KZ1210  STATE/COUNTY-  OH/RICHLAND
 KZ1210  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ1210
 KZ1210                         *CURRENT SURVEY CONTROL
 KZ1210  ___________________________________________________________________
 KZ1210* NAD 83(1995)-  40 48 51.90777(N)    082 30 33.99026(W)     ADJUSTED  
 KZ1210* NAVD 88     -       393.887  (meters)    1292.28   (feet)  ADJUSTED  
 KZ1210  ___________________________________________________________________
 KZ1210  X           -     630,220.649 (meters)                     COMP
 KZ1210  Y           -  -4,793,104.468 (meters)                     COMP
 KZ1210  Z           -   4,147,082.736 (meters)                     COMP
 KZ1210  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 KZ1210  ELLIP HEIGHT-         360.08  (meters)          (10/07/05) GPS OBS
 KZ1210  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ1210  DYNAMIC HT  -         393.699 (meters)    1291.66  (feet)  COMP
 KZ1210  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 KZ1210
 KZ1210  HORZ ORDER  -  THIRD
 KZ1210  VERT ORDER  -  SECOND    CLASS 0
 KZ1210  ELLP ORDER  -  FOURTH    CLASS I
 KZ1210
 KZ1210.This mark is at Mansfield Lahm Municipal Airport (MFD)
 KZ1210
 KZ1210.The horizontal coordinates were established by GPS observations
 KZ1210.and adjusted by the National Geodetic Survey in August 1997..
 KZ1210
 KZ1210.The orthometric height was determined by differential leveling
 KZ1210.and adjusted by the National Geodetic Survey in June 1991..
 KZ1210
 KZ1210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1210
 KZ1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1210
 KZ1210.The ellipsoidal height was determined by GPS observations
 KZ1210.and is referenced to NAD 83.
 KZ1210
 KZ1210.The geoid height was determined by GEOID03.
 KZ1210
 KZ1210.The dynamic height is computed by dividing the NAVD 88
 KZ1210.geopotential number by the normal gravity value computed on the
 KZ1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1210.degrees latitude (g = 980.6199 gals.).
 KZ1210
 KZ1210.The modeled gravity was interpolated from observed gravity values.
 KZ1210
 KZ1210;                    North         East     Units Scale Factor Converg.
 KZ1210;SPC OH N     -   127,453.114   599,203.434   MT  0.99994886   -0 00 22.3
 KZ1210;UTM  17      - 4,519,252.297   372,696.067   MT  0.99979947   -0 59 12.2
 KZ1210
 KZ1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1210!SPC OH N     -   0.99994352  x   0.99994886  =   0.99989238
 KZ1210!UTM  17      -   0.99994352  x   0.99979947  =   0.99974300
 KZ1210
 KZ1210                          SUPERSEDED SURVEY CONTROL
 KZ1210
 KZ1210  NAVD 88 (05/28/98)  393.89   (m)         1292.3    (f) LEVELING    3  
 KZ1210  NGVD 29 (??/??/92)  394.043  (m)         1292.79   (f) ADJ UNCH    2 0
 KZ1210
 KZ1210.Superseded values are not recommended for survey control.
 KZ1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1210.See file dsdata.txt to determine how the superseded data were derived.
 KZ1210
 KZ1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7269619252(NAD 83)
 KZ1210_MARKER: DB = BENCH MARK DISK
 KZ1210_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KZ1210_SP_SET: 8 FT DEEP CATCH BASIN
 KZ1210_STAMPING: A 250 1959
 KZ1210_MARK LOGO: CGS   
 KZ1210_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1210+STABILITY: SURFACE MOTION
 KZ1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1210+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1997
 KZ1210
 KZ1210  HISTORY     - Date     Condition        Report By
 KZ1210  HISTORY     - 1959     MONUMENTED       CGS
 KZ1210  HISTORY     - 1963     GOOD             NGS
 KZ1210  HISTORY     - 19870322 MARK NOT FOUND   USPSQD
 KZ1210  HISTORY     - 19870420 GOOD             OHDT
 KZ1210  HISTORY     - 19950927 GOOD             NGS
 KZ1210  HISTORY     - 19971007 GOOD             NGS
 KZ1210
 KZ1210                          STATION DESCRIPTION
 KZ1210
 KZ1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1210'3.2 MI N FROM MANSFIELD.
 KZ1210'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE OVERPASS
 KZ1210'OF U.S. HIGHWAY 30 AT MANSFIELD, THENCE ABOUT 0.6 MILE WEST ACROSS
 KZ1210'COUNTRY, AT MANSFIELD MUNICIPAL AIRPORT, 68 1/2 FEET NORTHEAST
 KZ1210'OF NORTHEAST CORNER OF 30-FOOT HIGH RED CHIMNEY AT THE NORTHEAST
 KZ1210'CORNER OF THE EAST HANGAR OF A ROW OF HANGARS, 19 1/2 FEET
 KZ1210'SOUTHEAST OF STEEL POLE SUPPORTING AIRPORT LIGHT, 100 FEET SOUTHWEST
 KZ1210'OF CENTER LINE OF TAXI STRIP, IN THE TOP AND CENTER OF THE NORTHEAST
 KZ1210'SIDE OF AN IRON GRILL COVERED CONCRETE CATCH BASIN, AND LEVEL WITH
 KZ1210'GROUND.
 KZ1210
 KZ1210                          STATION RECOVERY (1963)
 KZ1210
 KZ1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KZ1210'RECOVERED IN GOOD CONDITION.
 KZ1210
 KZ1210                          STATION RECOVERY (1987)
 KZ1210
 KZ1210'RECOVERY NOTE BY US POWER SQUADRON 1987 (WN)
 KZ1210'MARK NOT FOUND.
 KZ1210
 KZ1210                          STATION RECOVERY (1987)
 KZ1210
 KZ1210'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1210'RECOVERED IN GOOD CONDITION.
 KZ1210
 KZ1210                          STATION RECOVERY (1995)
 KZ1210
 KZ1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ1210'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTH OF MANSFIELD AT THE
 KZ1210'MANSFIELD LAHM MUNICIPAL AIRPORT, BETWEEN THE PERIMETER FENCE AND THE
 KZ1210'TAXI LEADING TO RUNWAY END 32, AND ON THE EXTENSION OF THE SERVICE
 KZ1210'ROAD IN FRONT OF A ROW OF HANGARS.  OWNERSHIP--CITY OF MANSFIELD, 2000
 KZ1210'HARRINGTON MEMORIAL ROAD, MANSFIELD, OH 44903.  AIRPORT MANAGER IS
 KZ1210'RALPH T.  BLODGETT.  MAINTENANCE SUPERVISOR IS BRUCE BAUMAN. PHONE
 KZ1210'419-522-2191.  CALL ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS
 KZ1210'STATION.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND U.S.
 KZ1210'HIGHWAY 30 (MANSFIELD EXPRESSWAY) ON THE NORTH EDGE OF MANSFIELD, GO
 KZ1210'NORTH ON STATE HIGHWAY 13 FOR 1.61 KM (1.00 MI) TO A FORK IN THE ROAD.
 KZ1210'BEAR LEFT, NORTH, ON AIRPORT ROAD FOR 2.33 KM (1.45 MI) TO THE
 KZ1210'TERMINAL BUILDING ON THE RIGHT.  TURN RIGHT, EAST AND SOUTHEAST,
 KZ1210'ACROSS THE APRON AND ALONG THE TAXI FOR 0.4 KM (0.25 MI) TO THE
 KZ1210'STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP AND CENTER OF THE
 KZ1210'NORTHEAST SIDE OF AN IRON GRILL COVERED CONCRETE CATCH BASIN SET FLUSH
 KZ1210'WITH THE GROUND.  IT IS 20.9 M (68.6 FT) NORTHEAST OF THE NORTHEAST
 KZ1210'CORNER OF A 9 M (29.5 FT) TALL RED CHIMNEY AT THE NORTHEAST CORNER OF
 KZ1210'THE EAST HANGAR OF A ROW OF HANGARS, 5.9 M (19.4 FT) SOUTHEAST OF A
 KZ1210'STEEL POLE SUPPORTING AIRPORT LIGHT, 30.2 M (99.1 FT) SOUTHWEST OF THE
 KZ1210'CENTER OF A TAXI, 18.1 M (59.4 FT) EAST OF A CHAIN LINK FENCE, AND
 KZ1210'13.6 M (44.6 FT) SOUTH-SOUTHEAST OF A FIRE HYDRANT.  DESCRIBED BY
 KZ1210'J.D.D., TYPED BY D.G.A.
 KZ1210
 KZ1210                          STATION RECOVERY (1997)
 KZ1210
 KZ1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 KZ1210'RECOVERED AS DESCRIBED WITH UPDATED DESCRIPTION AS FOLLOWS.  THE
 KZ1210'STATION IS ABOUT 6 KM (3.70 MI) NORTH FROM MANSFIELD AT THE MANSFIELD
 KZ1210'LAHM MUNICIPAL AIRPORT, BETWEEN THE PERIMETER FENCE AND THE PARALLEL
 KZ1210'TAXIWAY LEADING TO APPROACH 32, NORTH FROM THE FIRST TAXIWAY INTO THE
 KZ1210'TEE HANGERS.  OWNERSHIP--CITY OF MANSFIELD, 2000 HARRINGTON MEMORIAL
 KZ1210'ROAD, MANSFIELD OH 44903.  AIRPORT MANAGER IS RICHARD NASIPAK PHONE
 KZ1210'(419) 522-2191.  MAINTENANCE SUPERVISOR IS BRUCE BAUMAN.  CALL AT
 KZ1210'LEAST ONE WORKING DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS
 KZ1210'STATION.  TO REACH THE STATION FROM STATE HIGHWAY 13 AT THE US HIGHWAY
 KZ1210'30 OVERPASS ON THE NORTH SIDE OF MANSFIELD, GO NORTH ON STATE HIGHWAY
 KZ1210'13 FOR 1.5 KM (0.95 MI) TO A FORK IN THE ROAD.  TURN LEFT ONTO
 KZ1210'HARRINGTON MEMORIAL ROAD AND GO NORTH FOR 2.4 KM (1.50 MI) PASSING
 KZ1210'SOUTH AIRPORT ROAD AT 1.4 KM (0.85 MI) TO A GATE AHEAD.  PASS THROUGH
 KZ1210'THE GATE AND CONTINUE NORTH FOR 0.08 KM (0.05 MI) TO A TAXIWAY.  TURN
 KZ1210'RIGHT AND FOLLOW THE CURVING TAXIWAY NORTHEAST THEN SOUTHEAST FOR 0.5
 KZ1210'KM (0.30 MI) TO THE FIRST TAXIWAY AHEAD RIGHT AND THE STATION ON
 KZ1210'RIGHT.  THE MARK IS A CGS BENCHMARK DISK CENTERED IN THE NORTHEAST
 KZ1210'SIDE OF A 2.2 M (7.2 FT) BY 1.9 M (6.2 FT) BY 2.5 M (8.2 FT) DEEP
 KZ1210'DOUBLE INLET CATCHBASIN.  THE STATION IS LOCATED 41.5 M (136.2 FT)
 KZ1210'NORTH-NORTHWEST FROM THE CENTER OF THE MOST NORTHWESTERLY TAXIWAY INTO
 KZ1210'A HANGER AREA, 30.3 M (99.4 FT) SOUTHWEST FROM THE PARALLEL TAXIWAY
 KZ1210'CENTER, 22.4 M (73.5 FT) WEST-NORTHWEST FROM THE NORTHWEST FOUNDATION
 KZ1210'CORNER OF A TAXIWAY SIGN NEAR THE TAXIWAYS JUNCTION, 18.4 M (60.4 FT)
 KZ1210'EAST FROM THE METAL GATE IN THE CHAIN LINK PERIMETER FENCE, 23.0 M
 KZ1210'(75.5 FT) SOUTHEAST FROM A CHAINLINK FENCE CORNER, 20.9 M (68.6 FT)
 KZ1210'SOUTHEAST FROM A FIBERGLASS NGS WITNESS POST AT THE CHAIN LINK FENCE
 KZ1210'END, AND 13.6 M (44.6 FT) SOUTH-SOUTHEAST FROM A FIRE HYDRANT.  THE
 KZ1210'STATION IS SET FLUSH ONTO THE CONCRETE CATCHBASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0313 ***********************************************************************
 KZ0313  DESIGNATION -  A 252
 KZ0313  PID         -  KZ0313
 KZ0313  STATE/COUNTY-  OH/RICHLAND
 KZ0313  USGS QUAD   -  BUTLER (1961)
 KZ0313
 KZ0313                         *CURRENT SURVEY CONTROL
 KZ0313  ___________________________________________________________________
 KZ0313* NAD 83(1986)-  40 37 10.     (N)    082 24 08.     (W)     SCALED    
 KZ0313* NAVD 88     -       393.185  (meters)    1289.97   (feet)  ADJUSTED  
 KZ0313  ___________________________________________________________________
 KZ0313  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KZ0313  DYNAMIC HT  -         392.992 (meters)    1289.34  (feet)  COMP
 KZ0313  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 KZ0313
 KZ0313  VERT ORDER  -  SECOND    CLASS 0
 KZ0313
 KZ0313.The horizontal coordinates were scaled from a topographic map and have
 KZ0313.an estimated accuracy of +/- 6 seconds.
 KZ0313
 KZ0313.The orthometric height was determined by differential leveling
 KZ0313.and adjusted by the National Geodetic Survey in June 1991..
 KZ0313
 KZ0313.The geoid height was determined by GEOID03.
 KZ0313
 KZ0313.The dynamic height is computed by dividing the NAVD 88
 KZ0313.geopotential number by the normal gravity value computed on the
 KZ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0313.degrees latitude (g = 980.6199 gals.).
 KZ0313
 KZ0313.The modeled gravity was interpolated from observed gravity values.
 KZ0313
 KZ0313;                    North         East    Units  Estimated Accuracy
 KZ0313;SPC OH N     -   105,810.      608,270.      MT  (+/- 180 meters Scaled)
 KZ0313
 KZ0313                          SUPERSEDED SURVEY CONTROL
 KZ0313
 KZ0313  NGVD 29 (??/??/92)  393.367  (m)         1290.57   (f) ADJ UNCH    2 0
 KZ0313
 KZ0313.Superseded values are not recommended for survey control.
 KZ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0313.See file dsdata.txt to determine how the superseded data were derived.
 KZ0313
 KZ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE813974(NAD 83)
 KZ0313_MARKER: DB = BENCH MARK DISK
 KZ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0313_STAMPING: A 252 1959
 KZ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0313+STABILITY: SURFACE MOTION
 KZ0313
 KZ0313  HISTORY     - Date     Condition        Report By
 KZ0313  HISTORY     - 1959     MONUMENTED       CGS
 KZ0313  HISTORY     - 1987     GOOD             USPSQD
 KZ0313
 KZ0313                          STATION DESCRIPTION
 KZ0313
 KZ0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0313'1.2 MI SW FROM NEWVILLE.
 KZ0313'ABOUT 1.15 MILES SOUTHWEST ALONG STATE HIGHWAY 95 FROM THE METHODIST
 KZ0313'CHURCH AT NEWVILLE, ABOUT 2.85 MILES NORTHEAST ALONG STATE HIGHWAY
 KZ0313'95 FROM THE JUNCTION OF STATE HIGHWAY 97 AT BUTLER, 0.7 MILE
 KZ0313'NORTHEAST OF THE JUNCTION OF BUTLER-NEWVILLE ROAD LEADING EAST,
 KZ0313'50 YARDS SOUTHWEST OF THE TOP OF GRADES AND AT THE SOUTHWEST END
 KZ0313'OF A CUT, 37 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 1 FOOT
 KZ0313'SOUTHEAST OF A WIRE FENCE, 18 FEET NORTHEAST OF A ORANGE AND SILVER
 KZ0313'PAINTED PIPE LINE MARKER NO. SL 2148 12 IN OF COLUMBIA GAS SYSTEM,
 KZ0313'62 FEET SOUTHWEST OF FENCE CORNER AND GATE FOR DRIVE INTO PASTURE,
 KZ0313'2.3 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 KZ0313'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0313
 KZ0313                          STATION RECOVERY (1987)
 KZ0313
 KZ0313'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0557 ***********************************************************************
 KZ0557  DESIGNATION -  A 253
 KZ0557  PID         -  KZ0557
 KZ0557  STATE/COUNTY-  OH/ASHLAND
 KZ0557  USGS QUAD   -  PERRYSVILLE (1981)
 KZ0557
 KZ0557                         *CURRENT SURVEY CONTROL
 KZ0557  ___________________________________________________________________
 KZ0557* NAD 83(1986)-  40 39 20.     (N)    082 19 11.     (W)     SCALED    
 KZ0557* NAVD 88     -       304.478  (meters)     998.94   (feet)  POSTED    
 KZ0557  ___________________________________________________________________
 KZ0557  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KZ0557  DYNAMIC HT  -         304.330 (meters)     998.46  (feet)  COMP
 KZ0557  MODELED GRAV-     980,131.1   (mgal)                       NAVD 88
 KZ0557
 KZ0557  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KZ0557
 KZ0557.The horizontal coordinates were scaled from a topographic map and have
 KZ0557.an estimated accuracy of +/- 6 seconds.
 KZ0557
 KZ0557.The orthometric height was determined by differential leveling
 KZ0557.and adjusted by the National Geodetic Survey in 1992..
 KZ0557.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KZ0557.rate of 1.1 thru 2.0 mm/km.
 KZ0557
 KZ0557.The geoid height was determined by GEOID03.
 KZ0557
 KZ0557.The dynamic height is computed by dividing the NAVD 88
 KZ0557.geopotential number by the normal gravity value computed on the
 KZ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0557.degrees latitude (g = 980.6199 gals.).
 KZ0557
 KZ0557.The modeled gravity was interpolated from observed gravity values.
 KZ0557
 KZ0557;                    North         East    Units  Estimated Accuracy
 KZ0557;SPC OH N     -   109,830.      615,250.      MT  (+/- 180 meters Scaled)
 KZ0557
 KZ0557                          SUPERSEDED SURVEY CONTROL
 KZ0557
 KZ0557  NGVD 29 (??/??/92)  304.657  (m)          999.53   (f) ADJ UNCH    2 0
 KZ0557
 KZ0557.Superseded values are not recommended for survey control.
 KZ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0557.See file dsdata.txt to determine how the superseded data were derived.
 KZ0557
 KZ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF884013(NAD 83)
 KZ0557_MARKER: DB = BENCH MARK DISK
 KZ0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0557_SP_SET: CULVERT
 KZ0557_STAMPING: A 253 1959
 KZ0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ0557+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 KZ0557
 KZ0557  HISTORY     - Date     Condition        Report By
 KZ0557  HISTORY     - 1959     MONUMENTED       CGS
 KZ0557  HISTORY     - 1971     GOOD             NGS
 KZ0557  HISTORY     - 1987     GOOD             USPSQD
 KZ0557  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 KZ0557  HISTORY     - 20030703 GOOD             GEOCAC
 KZ0557
 KZ0557                          STATION DESCRIPTION
 KZ0557
 KZ0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0557'0.6 MI W FROM PERRYSVILLE.
 KZ0557'ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 KZ0557'STATE HIGHWAY 39 AT PERRYSVILLE, IN THE Y FORMED BY THE JUNCTION
 KZ0557'OF ASHLAND COUNTY ROAD 18, 39 FEET SOUTH OF CENTER LINE OF HIGHWAY
 KZ0557'95, 33 FEET WEST OF CENTER LINE OF COUNTY ROAD 18, IN TOP OF THE
 KZ0557'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A 40-INCH PIPE
 KZ0557'CULVERT UNDER THE HIGHWAY, AND ABOUT 4 1/2 FEET BELOW THE LEVEL
 KZ0557'OF THE HIGHWAY.
 KZ0557
 KZ0557                          STATION RECOVERY (1971)
 KZ0557
 KZ0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0557'RECOVERED IN GOOD CONDITION.
 KZ0557
 KZ0557                          STATION RECOVERY (1987)
 KZ0557
 KZ0557'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0557'RECOVERED IN GOOD CONDITION.
 KZ0557
 KZ0557                          STATION RECOVERY (1991)
 KZ0557
 KZ0557'RECOVERY NOTE BY US POWER SQUADRON 1991 (RDN)
 KZ0557'MARK NOT FOUND.
 KZ0557
 KZ0557                          STATION RECOVERY (2003)
 KZ0557
 KZ0557'RECOVERY NOTE BY GEOCACHING 2003 (JCG)
 KZ0557'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0790 ***********************************************************************
 KZ0790  DESIGNATION -  A 254
 KZ0790  PID         -  KZ0790
 KZ0790  STATE/COUNTY-  OH/KNOX
 KZ0790  USGS QUAD   -  DANVILLE (1982)
 KZ0790
 KZ0790                         *CURRENT SURVEY CONTROL
 KZ0790  ___________________________________________________________________
 KZ0790* NAD 83(1986)-  40 28 44.     (N)    082 22 00.     (W)     SCALED    
 KZ0790* NAVD 88     -       372.506  (meters)    1222.13   (feet)  ADJUSTED  
 KZ0790  ___________________________________________________________________
 KZ0790  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KZ0790  DYNAMIC HT  -         372.318 (meters)    1221.51  (feet)  COMP
 KZ0790  MODELED GRAV-     980,108.0   (mgal)                       NAVD 88
 KZ0790
 KZ0790  VERT ORDER  -  SECOND    CLASS 0
 KZ0790
 KZ0790.The horizontal coordinates were scaled from a topographic map and have
 KZ0790.an estimated accuracy of +/- 6 seconds.
 KZ0790
 KZ0790.The orthometric height was determined by differential leveling
 KZ0790.and adjusted by the National Geodetic Survey in June 1991..
 KZ0790
 KZ0790.The geoid height was determined by GEOID03.
 KZ0790
 KZ0790.The dynamic height is computed by dividing the NAVD 88
 KZ0790.geopotential number by the normal gravity value computed on the
 KZ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0790.degrees latitude (g = 980.6199 gals.).
 KZ0790
 KZ0790.The modeled gravity was interpolated from observed gravity values.
 KZ0790
 KZ0790;                    North         East    Units  Estimated Accuracy
 KZ0790;SPC OH N     -    90,200.      611,310.      MT  (+/- 180 meters Scaled)
 KZ0790
 KZ0790                          SUPERSEDED SURVEY CONTROL
 KZ0790
 KZ0790  NGVD 29 (??/??/92)  372.695  (m)         1222.75   (f) ADJ UNCH    2 0
 KZ0790
 KZ0790.Superseded values are not recommended for survey control.
 KZ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0790.See file dsdata.txt to determine how the superseded data were derived.
 KZ0790
 KZ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE841818(NAD 83)
 KZ0790_MARKER: DB = BENCH MARK DISK
 KZ0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0790_STAMPING: A 254 1959
 KZ0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0790+STABILITY: SURFACE MOTION
 KZ0790
 KZ0790  HISTORY     - Date     Condition        Report By
 KZ0790  HISTORY     - 1959     MONUMENTED       CGS
 KZ0790
 KZ0790                          STATION DESCRIPTION
 KZ0790
 KZ0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0790'0.9 MI NE FROM AMITY.
 KZ0790'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 3 FROM THE
 KZ0790'INTERSECTION OF COUNTY ROAD 14 AT AMITY, AT A STEEL TOWER HIGH
 KZ0790'TENSION POWER LINE CROSSING, 55 FEET SOUTHEAST OF CENTER LINE OF
 KZ0790'HIGHWAY , 5 1/2 FEET NORTHEAST OF THE WEST LEG OF TOWER NO.
 KZ0790'4 T 242, 19 FEET SOUTHWEST OF THE NORTH LEG OF SAME TOWER,
 KZ0790'1 FOOT NORTHWEST OF BEING IN LINE WITH LEGS OF TOWER, ABOUT
 KZ0790'LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST
 KZ0790'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0120 ***********************************************************************
 KZ0120  DESIGNATION -  A 255
 KZ0120  PID         -  KZ0120
 KZ0120  STATE/COUNTY-  OH/ASHLAND
 KZ0120  USGS QUAD   -  PAVONIA (1984)
 KZ0120
 KZ0120                         *CURRENT SURVEY CONTROL
 KZ0120  ___________________________________________________________________
 KZ0120* NAD 83(1986)-  40 48 03.     (N)    082 23 14.     (W)     SCALED    
 KZ0120* NAVD 88     -       311.017  (meters)    1020.39   (feet)  ADJUSTED  
 KZ0120  ___________________________________________________________________
 KZ0120  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KZ0120  DYNAMIC HT  -         310.870 (meters)    1019.91  (feet)  COMP
 KZ0120  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 KZ0120
 KZ0120  VERT ORDER  -  SECOND    CLASS 0
 KZ0120
 KZ0120.The horizontal coordinates were scaled from a topographic map and have
 KZ0120.an estimated accuracy of +/- 6 seconds.
 KZ0120
 KZ0120.The orthometric height was determined by differential leveling
 KZ0120.and adjusted by the National Geodetic Survey in June 1991..
 KZ0120
 KZ0120.The geoid height was determined by GEOID03.
 KZ0120
 KZ0120.The dynamic height is computed by dividing the NAVD 88
 KZ0120.geopotential number by the normal gravity value computed on the
 KZ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0120.degrees latitude (g = 980.6199 gals.).
 KZ0120
 KZ0120.The modeled gravity was interpolated from observed gravity values.
 KZ0120
 KZ0120;                    North         East    Units  Estimated Accuracy
 KZ0120;SPC OH N     -   125,950.      609,520.      MT  (+/- 180 meters Scaled)
 KZ0120
 KZ0120                          SUPERSEDED SURVEY CONTROL
 KZ0120
 KZ0120  NGVD 29 (??/??/92)  311.183  (m)         1020.94   (f) ADJ UNCH    2 0
 KZ0120
 KZ0120.Superseded values are not recommended for survey control.
 KZ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0120.See file dsdata.txt to determine how the superseded data were derived.
 KZ0120
 KZ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF829175(NAD 83)
 KZ0120_MARKER: DB = BENCH MARK DISK
 KZ0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0120_SP_SET: PIER
 KZ0120_STAMPING: A 255 1959
 KZ0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0120
 KZ0120  HISTORY     - Date     Condition        Report By
 KZ0120  HISTORY     - 1959     MONUMENTED       CGS
 KZ0120  HISTORY     - 1970     GOOD             NGS
 KZ0120
 KZ0120                          STATION DESCRIPTION
 KZ0120
 KZ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0120'2.6 MI NW FROM MIFFLIN.
 KZ0120'ABOUT 2.55 MILES NORTHWEST ALONG STATE HIGHWAY 603 FROM THE
 KZ0120'LUTHERAN CHURCH AT MIFFLIN, 30 FEET WEST OF THE CENTER LINE
 KZ0120'OF THE HIGHWAY, SET VERTICALLY IN THE EAST FACE DIRECTLY IN
 KZ0120'THE CENTER OF THE FIRST PIER WEST OF HIGHWAY 603 AND UNDER
 KZ0120'THE SOUTH LANE OF THE INTERSTATE HIGHWAY OVERPASS OVER HIGHWAY
 KZ0120'603 AND MOHICAN RIVER, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 KZ0120'HIGHWAY.
 KZ0120
 KZ0120                          STATION RECOVERY (1970)
 KZ0120
 KZ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0112 ***********************************************************************
 KZ0112  DESIGNATION -  A 256
 KZ0112  PID         -  KZ0112
 KZ0112  STATE/COUNTY-  OH/ASHLAND
 KZ0112  USGS QUAD   -  OLIVESBURG (1981)
 KZ0112
 KZ0112                         *CURRENT SURVEY CONTROL
 KZ0112  ___________________________________________________________________
 KZ0112* NAD 83(1986)-  40 59 34.     (N)    082 24 22.     (W)     SCALED    
 KZ0112* NAVD 88     -       324.162  (meters)    1063.52   (feet)  ADJUSTED  
 KZ0112  ___________________________________________________________________
 KZ0112  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KZ0112  DYNAMIC HT  -         324.013 (meters)    1063.03  (feet)  COMP
 KZ0112  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 KZ0112
 KZ0112  VERT ORDER  -  SECOND    CLASS 0
 KZ0112
 KZ0112.The horizontal coordinates were scaled from a topographic map and have
 KZ0112.an estimated accuracy of +/- 6 seconds.
 KZ0112
 KZ0112.The orthometric height was determined by differential leveling
 KZ0112.and adjusted by the National Geodetic Survey in June 1991..
 KZ0112
 KZ0112.The geoid height was determined by GEOID03.
 KZ0112
 KZ0112.The dynamic height is computed by dividing the NAVD 88
 KZ0112.geopotential number by the normal gravity value computed on the
 KZ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0112.degrees latitude (g = 980.6199 gals.).
 KZ0112
 KZ0112.The modeled gravity was interpolated from observed gravity values.
 KZ0112
 KZ0112;                    North         East    Units  Estimated Accuracy
 KZ0112;SPC OH N     -   147,260.      607,900.      MT  (+/- 180 meters Scaled)
 KZ0112
 KZ0112                          SUPERSEDED SURVEY CONTROL
 KZ0112
 KZ0112  NGVD 29 (??/??/92)  324.329  (m)         1064.07   (f) ADJ UNCH    2 0
 KZ0112
 KZ0112.Superseded values are not recommended for survey control.
 KZ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0112.See file dsdata.txt to determine how the superseded data were derived.
 KZ0112
 KZ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF817389(NAD 83)
 KZ0112_MARKER: DB = BENCH MARK DISK
 KZ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0112_STAMPING: A 256 1959
 KZ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0112+STABILITY: SURFACE MOTION
 KZ0112
 KZ0112  HISTORY     - Date     Condition        Report By
 KZ0112  HISTORY     - 1959     MONUMENTED       CGS
 KZ0112  HISTORY     - 1970     GOOD             NGS
 KZ0112  HISTORY     - 1987     GOOD             OHDT
 KZ0112
 KZ0112                          STATION DESCRIPTION
 KZ0112
 KZ0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0112'3.9 MI NW FROM SAVANNAH.
 KZ0112'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 60 FROM THE
 KZ0112'SCHOOL AT SAVANNAH, THENCE ABOUT 1.65 MILES WEST ALONG COUNTY
 KZ0112'ROAD 11, 1.0 MILE WEST OF THE INTERSECTION OF U.S. HIGHWAY 250,
 KZ0112'0.5 MILE WEST OF A 30-FOOT BRIDGE OVER VERMILION RIVER, AT THE
 KZ0112'TOP OF A LONG HILL ON THE EAST SLOPE AND A SHORT HILL ON THE
 KZ0112'WEST SLOPE, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 1/2
 KZ0112'FEET SOUTHWEST OF POWER LINE POLE 248, 69 FEET NORTHWEST OF AND
 KZ0112'ACROSS THE ROAD FROM A T FENCE CORNER, 2 FEET SOUTHEAST OF A
 KZ0112'STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 KZ0112'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0112
 KZ0112                          STATION RECOVERY (1970)
 KZ0112
 KZ0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0112'RECOVERED IN GOOD CONDITION.
 KZ0112
 KZ0112                          STATION RECOVERY (1987)
 KZ0112
 KZ0112'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0426 ***********************************************************************
 KZ0426  DESIGNATION -  A 257
 KZ0426  PID         -  KZ0426
 KZ0426  STATE/COUNTY-  OH/WAYNE
 KZ0426  USGS QUAD   -  SHREVE (1978)
 KZ0426
 KZ0426                         *CURRENT SURVEY CONTROL
 KZ0426  ___________________________________________________________________
 KZ0426* NAD 83(1986)-  40 43 56.     (N)    082 02 22.     (W)     SCALED    
 KZ0426* NAVD 88     -       308.462  (meters)    1012.01   (feet)  ADJUSTED  
 KZ0426  ___________________________________________________________________
 KZ0426  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KZ0426  DYNAMIC HT  -         308.321 (meters)    1011.55  (feet)  COMP
 KZ0426  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 KZ0426
 KZ0426  VERT ORDER  -  SECOND    CLASS 0
 KZ0426
 KZ0426.The horizontal coordinates were scaled from a topographic map and have
 KZ0426.an estimated accuracy of +/- 6 seconds.
 KZ0426
 KZ0426.The orthometric height was determined by differential leveling
 KZ0426.and adjusted by the National Geodetic Survey in June 1991..
 KZ0426
 KZ0426.The geoid height was determined by GEOID03.
 KZ0426
 KZ0426.The dynamic height is computed by dividing the NAVD 88
 KZ0426.geopotential number by the normal gravity value computed on the
 KZ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0426.degrees latitude (g = 980.6199 gals.).
 KZ0426
 KZ0426.The modeled gravity was interpolated from observed gravity values.
 KZ0426
 KZ0426;                    North         East    Units  Estimated Accuracy
 KZ0426;SPC OH N     -   118,430.      638,900.      MT  (+/- 180 meters Scaled)
 KZ0426
 KZ0426                          SUPERSEDED SURVEY CONTROL
 KZ0426
 KZ0426  NGVD 29 (??/??/92)  308.664  (m)         1012.68   (f) ADJ UNCH    2 0
 KZ0426
 KZ0426.Superseded values are not recommended for survey control.
 KZ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0426.See file dsdata.txt to determine how the superseded data were derived.
 KZ0426
 KZ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF122095(NAD 83)
 KZ0426_MARKER: DB = BENCH MARK DISK
 KZ0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0426_SP_SET: CULVERT
 KZ0426_STAMPING: A 257 1959
 KZ0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0426
 KZ0426  HISTORY     - Date     Condition        Report By
 KZ0426  HISTORY     - 1959     MONUMENTED       CGS
 KZ0426  HISTORY     - 1970     GOOD             NGS
 KZ0426
 KZ0426                          STATION DESCRIPTION
 KZ0426
 KZ0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0426'0.4 MI SW FROM SPRINGVILLE.
 KZ0426'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE
 KZ0426'INTERSECTION OF COUNTY ROAD 34 AT SPRINGVILLE, 23 FEET NORTHWEST
 KZ0426'OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE NORTHEAST
 KZ0426'END OF THE NORTHWEST HEAD WALL TO A 6-FOOT CONCRETE BOX CULVERT,
 KZ0426'1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL, AND
 KZ0426'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  ALSO ABOUT 0.9
 KZ0426'MILE NORTHEAST OF THE INTERSECTION OF COUNTY ROAD 149.
 KZ0426
 KZ0426                          STATION RECOVERY (1970)
 KZ0426
 KZ0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0411 ***********************************************************************
 KZ0411  DESIGNATION -  A 258
 KZ0411  PID         -  KZ0411
 KZ0411  STATE/COUNTY-  OH/HOLMES
 KZ0411  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0411
 KZ0411                         *CURRENT SURVEY CONTROL
 KZ0411  ___________________________________________________________________
 KZ0411* NAD 83(1986)-  40 39 02.     (N)    082 11 41.     (W)     SCALED    
 KZ0411* NAVD 88     -       294.375  (meters)     965.80   (feet)  ADJUSTED  
 KZ0411  ___________________________________________________________________
 KZ0411  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KZ0411  DYNAMIC HT  -         294.233 (meters)     965.33  (feet)  COMP
 KZ0411  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 KZ0411
 KZ0411  VERT ORDER  -  SECOND    CLASS 0
 KZ0411
 KZ0411.The horizontal coordinates were scaled from a topographic map and have
 KZ0411.an estimated accuracy of +/- 6 seconds.
 KZ0411
 KZ0411.The orthometric height was determined by differential leveling
 KZ0411.and adjusted by the National Geodetic Survey in June 1991..
 KZ0411
 KZ0411.The geoid height was determined by GEOID03.
 KZ0411
 KZ0411.The dynamic height is computed by dividing the NAVD 88
 KZ0411.geopotential number by the normal gravity value computed on the
 KZ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0411.degrees latitude (g = 980.6199 gals.).
 KZ0411
 KZ0411.The modeled gravity was interpolated from observed gravity values.
 KZ0411
 KZ0411;                    North         East    Units  Estimated Accuracy
 KZ0411;SPC OH N     -   109,300.      625,820.      MT  (+/- 180 meters Scaled)
 KZ0411
 KZ0411                          SUPERSEDED SURVEY CONTROL
 KZ0411
 KZ0411  NGVD 29 (??/??/92)  294.566  (m)          966.42   (f) ADJ UNCH    2 0
 KZ0411
 KZ0411.Superseded values are not recommended for survey control.
 KZ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0411.See file dsdata.txt to determine how the superseded data were derived.
 KZ0411
 KZ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF989006(NAD 83)
 KZ0411_MARKER: DB = BENCH MARK DISK
 KZ0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0411_SP_SET: BRIDGE
 KZ0411_STAMPING: A 258 1959
 KZ0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0411
 KZ0411  HISTORY     - Date     Condition        Report By
 KZ0411  HISTORY     - 1959     MONUMENTED       CGS
 KZ0411  HISTORY     - 1970     GOOD             NGS
 KZ0411
 KZ0411                          STATION DESCRIPTION
 KZ0411
 KZ0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0411'2.2 MI NE FROM LOUDONVILLE.
 KZ0411'ABOUT 2.15 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 KZ0411'OF STATE HIGHWAY 60 AT LOUDONVILLE, AT THE JUNCTION OF TWP
 KZ0411'ROAD 252, 17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN
 KZ0411'TOP OF THE WING WALL AT THE NORTHWEST CORNER OF A 15-FOOT CONCRETE
 KZ0411'BRIDGE OVER A LARGE DRAINAGE DITCH, 24 FEET EAST OF THE CENTER
 KZ0411'LINE OF ROAD 252, AND ABOUT LEVEL WITH THE HIGHWAY.
 KZ0411
 KZ0411                          STATION RECOVERY (1970)
 KZ0411
 KZ0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA8855 ***********************************************************************
 AA8855  DESIGNATION -  A 259 RESET
 AA8855  PID         -  AA8855
 AA8855  STATE/COUNTY-  OH/HOLMES
 AA8855  USGS QUAD   -  MILLERSBURG (1994)
 AA8855
 AA8855                         *CURRENT SURVEY CONTROL
 AA8855  ___________________________________________________________________
 AA8855* NAD 83(1986)-  40 34 15.     (N)    081 59 40.     (W)     SCALED    
 AA8855* NAVD 88     -       348.99   (+/-2cm)    1145.0    (feet)  VERTCON   
 AA8855  ___________________________________________________________________
 AA8855  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 AA8855
 AA8855  VERT ORDER  -  THIRD (See Below)
 AA8855
 AA8855.The horizontal coordinates were scaled from a topographic map and have
 AA8855.an estimated accuracy of +/- 6 seconds.
 AA8855
 AA8855.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8855.The vertical order pertains to the NGVD 29 superseded value.
 AA8855
 AA8855.The geoid height was determined by GEOID03.
 AA8855
 AA8855;                    North         East    Units  Estimated Accuracy
 AA8855;SPC OH N     -   100,530.      642,810.      MT  (+/- 180 meters Scaled)
 AA8855
 AA8855                          SUPERSEDED SURVEY CONTROL
 AA8855
 AA8855  NGVD 29 (10/13/05)  349.20   (m)         1145.7    (f) RESET       3  
 AA8855
 AA8855.Superseded values are not recommended for survey control.
 AA8855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8855.See file dsdata.txt to determine how the superseded data were derived.
 AA8855
 AA8855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME158915(NAD 83)
 AA8855_MARKER: DB = BENCH MARK DISK
 AA8855_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA8855_SP_SET: HEADWALL
 AA8855_STAMPING: A 259 RESET 1965
 AA8855_MARK LOGO: CGS   
 AA8855_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8855+STABILITY: SURFACE MOTION
 AA8855
 AA8855  HISTORY     - Date     Condition        Report By
 AA8855  HISTORY     - 1966     MONUMENTED       LOCENG
 AA8855
 AA8855                          STATION DESCRIPTION
 AA8855
 AA8855'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (WTB)
 AA8855'ABOUT 4.45 MILES (7.16 KM) NORTHWEST ALONG STATE HIGHWAY 39 FROM THE
 AA8855'COURTHOUSE IN MILLERSBURG, 73 FEET (22.3 M) SOUTH OF HE CENTERLINE OF
 AA8855'STATE PROJECT 612 (1965) , CENTERLINE STATION OF THIS PROJECT 91+33,
 AA8855'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 78 INCH CONCRETE
 AA8855'CATTLEPASS PIPE, ONE HALF FOOT WEST OF THE EAST END OF THE HEADWALL,
 AA8855'ABOUT TWENTY-FOUR FEET BELOW THE CENTERLINE OF THE ROAD AT THE BASE OF
 AA8855'A NEW FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0052 ***********************************************************************
 KZ0052  DESIGNATION -  A 260
 KZ0052  PID         -  KZ0052
 KZ0052  STATE/COUNTY-  OH/ASHLAND
 KZ0052  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0052
 KZ0052                         *CURRENT SURVEY CONTROL
 KZ0052  ___________________________________________________________________
 KZ0052* NAD 83(1986)-  40 47 12.     (N)    082 13 04.     (W)     SCALED    
 KZ0052* NAVD 88     -       309.882  (meters)    1016.67   (feet)  ADJUSTED  
 KZ0052  ___________________________________________________________________
 KZ0052  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KZ0052  DYNAMIC HT  -         309.737 (meters)    1016.20  (feet)  COMP
 KZ0052  MODELED GRAV-     980,149.0   (mgal)                       NAVD 88
 KZ0052
 KZ0052  VERT ORDER  -  SECOND    CLASS 0
 KZ0052
 KZ0052.The horizontal coordinates were scaled from a topographic map and have
 KZ0052.an estimated accuracy of +/- 6 seconds.
 KZ0052
 KZ0052.The orthometric height was determined by differential leveling
 KZ0052.and adjusted by the National Geodetic Survey in June 1991..
 KZ0052
 KZ0052.The geoid height was determined by GEOID03.
 KZ0052
 KZ0052.The dynamic height is computed by dividing the NAVD 88
 KZ0052.geopotential number by the normal gravity value computed on the
 KZ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0052.degrees latitude (g = 980.6199 gals.).
 KZ0052
 KZ0052.The modeled gravity was interpolated from observed gravity values.
 KZ0052
 KZ0052;                    North         East    Units  Estimated Accuracy
 KZ0052;SPC OH N     -   124,410.      623,820.      MT  (+/- 180 meters Scaled)
 KZ0052
 KZ0052                          SUPERSEDED SURVEY CONTROL
 KZ0052
 KZ0052  NGVD 29 (??/??/92)  310.065  (m)         1017.27   (f) ADJ UNCH    2 0
 KZ0052
 KZ0052.Superseded values are not recommended for survey control.
 KZ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0052.See file dsdata.txt to determine how the superseded data were derived.
 KZ0052
 KZ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF972157(NAD 83)
 KZ0052_MARKER: DB = BENCH MARK DISK
 KZ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0052_STAMPING: A 260 1959
 KZ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0052+STABILITY: SURFACE MOTION
 KZ0052
 KZ0052  HISTORY     - Date     Condition        Report By
 KZ0052  HISTORY     - 1959     MONUMENTED       CGS
 KZ0052  HISTORY     - 1970     GOOD             NGS
 KZ0052  HISTORY     - 1987     GOOD             OHDT
 KZ0052
 KZ0052                          STATION DESCRIPTION
 KZ0052
 KZ0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0052'2.6 MI E FROM HAYESVILLE.
 KZ0052'ABOUT 2.65 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION
 KZ0052'OF STATE HIGHWAY 60 AT HAYESVILLE, ABOUT 1.75 MILES SOUTHWEST
 KZ0052'ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF STATE HIGHWAY 89
 KZ0052'AT JEROMESVILLE, 0.45 MILE NORTHEAST OF JUNCTION OF A ROAD
 KZ0052'LEADING EAST, ON THE OUTISDE OF A CURVE IN HIGHWAY WITH TANGENTS
 KZ0052'EXTENDING NORTH AND WEST, 31 FEET EAST OF CENTER LINE OF HIGHWAY,
 KZ0052'15 FEET NORTH OF CENTER LINE OF A DRIVE LEADING EAST ACROSS A
 KZ0052'BOARD GATE (THE FENCE FORMS A U FROM R/W FENCE TO BOARD GATE),
 KZ0052'7 1/2 FEET EAST OF NORTH END OF AN 18-INCH PIPE CULVERT UNDER
 KZ0052'DRIVE, 3 1/2 FEET NORTHWEST OF A FENCE CORNER, 2 FEET WEST OF A
 KZ0052'FENCE LINE, 2 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT 2
 KZ0052'FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KZ0052'POST PROJECTING 3 INCHES.
 KZ0052
 KZ0052                          STATION RECOVERY (1970)
 KZ0052
 KZ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0052'RECOVERED IN GOOD CONDITION.
 KZ0052
 KZ0052                          STATION RECOVERY (1987)
 KZ0052
 KZ0052'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1617 ***********************************************************************
 KY1617  DESIGNATION -  A 261
 KY1617  PID         -  KY1617
 KY1617  STATE/COUNTY-  OH/HOLMES
 KY1617  USGS QUAD   -  MILLERSBURG (1994)
 KY1617
 KY1617                         *CURRENT SURVEY CONTROL
 KY1617  ___________________________________________________________________
 KY1617* NAD 83(1986)-  40 37 11.     (N)    081 55 11.     (W)     SCALED    
 KY1617* NAVD 88     -       269.550  (meters)     884.35   (feet)  ADJUSTED  
 KY1617  ___________________________________________________________________
 KY1617  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1617  DYNAMIC HT  -         269.424 (meters)     883.94  (feet)  COMP
 KY1617  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 KY1617
 KY1617  VERT ORDER  -  SECOND    CLASS 0
 KY1617
 KY1617.The horizontal coordinates were scaled from a topographic map and have
 KY1617.an estimated accuracy of +/- 6 seconds.
 KY1617
 KY1617.The orthometric height was determined by differential leveling
 KY1617.and adjusted by the National Geodetic Survey in June 1991..
 KY1617
 KY1617.The geoid height was determined by GEOID03.
 KY1617
 KY1617.The dynamic height is computed by dividing the NAVD 88
 KY1617.geopotential number by the normal gravity value computed on the
 KY1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1617.degrees latitude (g = 980.6199 gals.).
 KY1617
 KY1617.The modeled gravity was interpolated from observed gravity values.
 KY1617
 KY1617;                    North         East    Units  Estimated Accuracy
 KY1617;SPC OH N     -   106,000.      649,100.      MT  (+/- 180 meters Scaled)
 KY1617
 KY1617                          SUPERSEDED SURVEY CONTROL
 KY1617
 KY1617  NGVD 29 (??/??/92)  269.763  (m)          885.05   (f) ADJ UNCH    2 0
 KY1617
 KY1617.Superseded values are not recommended for survey control.
 KY1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1617.See file dsdata.txt to determine how the superseded data were derived.
 KY1617
 KY1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME222969(NAD 83)
 KY1617_MARKER: DB = BENCH MARK DISK
 KY1617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1617_SP_SET: WALL
 KY1617_STAMPING: A 261 1959
 KY1617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1617
 KY1617  HISTORY     - Date     Condition        Report By
 KY1617  HISTORY     - 1959     MONUMENTED       CGS
 KY1617
 KY1617                          STATION DESCRIPTION
 KY1617
 KY1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1617'0.8 MI S FROM HOLMESVILLE.
 KY1617'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 76 FROM THE CHURCH OF
 KY1617'CHRIST AT HOLMESVILLE, 16 1/2 FEET NORTHEAST OF THE CENTER LINE
 KY1617'OF THE HIGHWAY, IN TOP OF THE WING WALL AT THE EAST CORNER OF
 KY1617'THE HIGHWAY OVERPASS OVER THE PENNSYLVANIA RAILROAD, 1 FOOT
 KY1617'NORTHEAST OF THE NORTHEAST EDGE OF THE NORTHEAST GUARD-RAIL, AND
 KY1617'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0476 ***********************************************************************
 KZ0476  DESIGNATION -  A 262
 KZ0476  PID         -  KZ0476
 KZ0476  STATE/COUNTY-  OH/HOLMES
 KZ0476  USGS QUAD   -  SHREVE (1978)
 KZ0476
 KZ0476                         *CURRENT SURVEY CONTROL
 KZ0476  ___________________________________________________________________
 KZ0476* NAD 83(1986)-  40 40 06.     (N)    082 03 17.     (W)     SCALED    
 KZ0476* NAVD 88     -       309.651  (meters)    1015.91   (feet)  ADJUSTED  
 KZ0476  ___________________________________________________________________
 KZ0476  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KZ0476  DYNAMIC HT  -         309.506 (meters)    1015.44  (feet)  COMP
 KZ0476  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 KZ0476
 KZ0476  VERT ORDER  -  SECOND    CLASS 0
 KZ0476
 KZ0476.The horizontal coordinates were scaled from a topographic map and have
 KZ0476.an estimated accuracy of +/- 6 seconds.
 KZ0476
 KZ0476.The orthometric height was determined by differential leveling
 KZ0476.and adjusted by the National Geodetic Survey in June 1991..
 KZ0476
 KZ0476.The geoid height was determined by GEOID03.
 KZ0476
 KZ0476.The dynamic height is computed by dividing the NAVD 88
 KZ0476.geopotential number by the normal gravity value computed on the
 KZ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0476.degrees latitude (g = 980.6199 gals.).
 KZ0476
 KZ0476.The modeled gravity was interpolated from observed gravity values.
 KZ0476
 KZ0476;                    North         East    Units  Estimated Accuracy
 KZ0476;SPC OH N     -   111,330.      637,650.      MT  (+/- 180 meters Scaled)
 KZ0476
 KZ0476                          SUPERSEDED SURVEY CONTROL
 KZ0476
 KZ0476  NGVD 29 (??/??/92)  309.854  (m)         1016.58   (f) ADJ UNCH    2 0
 KZ0476
 KZ0476.Superseded values are not recommended for survey control.
 KZ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0476.See file dsdata.txt to determine how the superseded data were derived.
 KZ0476
 KZ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF108024(NAD 83)
 KZ0476_MARKER: DB = BENCH MARK DISK
 KZ0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0476_SP_SET: CULVERT
 KZ0476_STAMPING: A 262 1959
 KZ0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0476
 KZ0476  HISTORY     - Date     Condition        Report By
 KZ0476  HISTORY     - 1959     MONUMENTED       CGS
 KZ0476
 KZ0476                          STATION DESCRIPTION
 KZ0476
 KZ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0476'2 MI E FROM BIG PRAIRIE.
 KZ0476'ABOUT 2.05 MILES EAST ALONG STATE HIGHWAY 226 FROM THE POST
 KZ0476'OFFICE AT BIG PRAIRIE, ABOUT 2.05 MILES SOUTHWEST ALONG
 KZ0476'STATE HIGHWAY 226 FROM THE POST OFFICE AT SHREVE, WAYNE
 KZ0476'COUNTY, 0.1 MILE WEST OF THE INTERSECTION OF A BLACK TOP
 KZ0476'ROAD, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH TO
 KZ0476'A ONE-STORY WHITE PAINTED HOME, 22 1/2 FEET SOUTH OF THE
 KZ0476'CENTER LINE OF THE HIGHWAY, IN TOP OF THE EAST END OF THE SOUTH
 KZ0476'HEAD WALL TO A 6-FOOT CONCRETE BOX CULVERT, 1 FOOT WEST OF THE
 KZ0476'EAST END OF THE HEAD WALL, AND ABOUT 4 FEET BELOW THE LEVEL OF
 KZ0476'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0388 ***********************************************************************
 KZ0388  DESIGNATION -  A 263
 KZ0388  PID         -  KZ0388
 KZ0388  STATE/COUNTY-  OH/KNOX
 KZ0388  USGS QUAD   -  JELLOWAY (1982)
 KZ0388
 KZ0388                         *CURRENT SURVEY CONTROL
 KZ0388  ___________________________________________________________________
 KZ0388* NAD 83(1986)-  40 32 13.     (N)    082 17 59.     (W)     SCALED    
 KZ0388* NAVD 88     -       319.065  (meters)    1046.80   (feet)  ADJUSTED  
 KZ0388  ___________________________________________________________________
 KZ0388  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KZ0388  DYNAMIC HT  -         318.906 (meters)    1046.28  (feet)  COMP
 KZ0388  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 KZ0388
 KZ0388  VERT ORDER  -  SECOND    CLASS 0
 KZ0388
 KZ0388.The horizontal coordinates were scaled from a topographic map and have
 KZ0388.an estimated accuracy of +/- 6 seconds.
 KZ0388
 KZ0388.The orthometric height was determined by differential leveling
 KZ0388.and adjusted by the National Geodetic Survey in June 1991..
 KZ0388
 KZ0388.The geoid height was determined by GEOID03.
 KZ0388
 KZ0388.The dynamic height is computed by dividing the NAVD 88
 KZ0388.geopotential number by the normal gravity value computed on the
 KZ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0388.degrees latitude (g = 980.6199 gals.).
 KZ0388
 KZ0388.The modeled gravity was interpolated from observed gravity values.
 KZ0388
 KZ0388;                    North         East    Units  Estimated Accuracy
 KZ0388;SPC OH N     -    96,660.      616,970.      MT  (+/- 180 meters Scaled)
 KZ0388
 KZ0388                          SUPERSEDED SURVEY CONTROL
 KZ0388
 KZ0388  NGVD 29 (??/??/92)  319.251  (m)         1047.41   (f) ADJ UNCH    2 0
 KZ0388
 KZ0388.Superseded values are not recommended for survey control.
 KZ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0388.See file dsdata.txt to determine how the superseded data were derived.
 KZ0388
 KZ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE899881(NAD 83)
 KZ0388_MARKER: DB = BENCH MARK DISK
 KZ0388_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ0388_SP_SET: 30.5 FEET
 KZ0388_STAMPING: A 263 1959
 KZ0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0388
 KZ0388  HISTORY     - Date     Condition        Report By
 KZ0388  HISTORY     - 1959     MONUMENTED       CGS
 KZ0388  HISTORY     - 1970     GOOD             NGS
 KZ0388
 KZ0388                          STATION DESCRIPTION
 KZ0388
 KZ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0388'AT JELLOWAY.
 KZ0388'AT JELLOWAY, AT THE JUNCTION OF STATE HIGHWAYS 3 AND 205, ALONG
 KZ0388'THE EAST SIDE OF A CIRCULAR DRIVE AT THE JELLOWAY METHODIST
 KZ0388'CHURCH, 161 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY 3, AT THE
 KZ0388'JUNCTION OF THE NORTHWEST END OF THE CHURCH DRIVE, 18 1/2 FEET
 KZ0388'NORTHEAST OF THE CENTER LINE OF THE CHURCH DRIVE, 124 FEET NORTH
 KZ0388'OF THE CENTER LINE OF HIGHWAY 205 AT THE SOUTH END OF THE CHURCH
 KZ0388'DRIVE, 43 1/2 FEET EAST OF AND ACROSS THE DRIVE FROM THE NORTHEAST
 KZ0388'CORNER OF THE CHURCH, 1 1/2 FEET SOUTHWEST OF A TELEPHONE POLE,
 KZ0388'3 FEET NORTH OF THE EXTENDED LINE OF THE NORTH SIDE OF THE CHURCH,
 KZ0388'1 1/2 FEET SOUTH OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE
 KZ0388'LEVEL OF HIGHWAY 3, ABOUT LEVEL WITH THE DRIVE, AND IS A DISK
 KZ0388'ON COPPER-COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A
 KZ0388'6-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO
 KZ0388'REFUSAL AT A DEPTH OF 30.5 FEET.
 KZ0388
 KZ0388                          STATION RECOVERY (1970)
 KZ0388
 KZ0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2397 ***********************************************************************
 KZ2397  DESIGNATION -  A 264 RESET
 KZ2397  PID         -  KZ2397
 KZ2397  STATE/COUNTY-  OH/ASHLAND
 KZ2397  USGS QUAD   -  LOUDONVILLE (1978)
 KZ2397
 KZ2397                         *CURRENT SURVEY CONTROL
 KZ2397  ___________________________________________________________________
 KZ2397* NAD 83(1986)-  40 42 47.     (N)    082 14 28.     (W)     SCALED    
 KZ2397* NAVD 88     -       361.89   (meters)    1187.3    (feet)  RESET     
 KZ2397  ___________________________________________________________________
 KZ2397  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KZ2397
 KZ2397  VERT ORDER  -  THIRD
 KZ2397
 KZ2397.The horizontal coordinates were scaled from a topographic map and have
 KZ2397.an estimated accuracy of +/- 6 seconds.
 KZ2397
 KZ2397.The orthometric height was computed from unverified reset data.
 KZ2397.No vertical observational check was made to the station.
 KZ2397
 KZ2397.The geoid height was determined by GEOID03.
 KZ2397
 KZ2397;                    North         East    Units  Estimated Accuracy
 KZ2397;SPC OH N     -   116,230.      621,880.      MT  (+/- 180 meters Scaled)
 KZ2397
 KZ2397                          SUPERSEDED SURVEY CONTROL
 KZ2397
 KZ2397  NGVD 29 (10/13/05)  362.07   (m)         1187.9    (f) RESET       3  
 KZ2397
 KZ2397.Superseded values are not recommended for survey control.
 KZ2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2397.See file dsdata.txt to determine how the superseded data were derived.
 KZ2397
 KZ2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF951076(NAD 83)
 KZ2397_MARKER: DB = BENCH MARK DISK
 KZ2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2397_SP_SET: CONCRETE POST
 KZ2397_STAMPING: A 264 RESET 1986
 KZ2397_MARK LOGO: NGS   
 KZ2397_PROJECTION: FLUSH
 KZ2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2397+STABILITY: SURFACE MOTION
 KZ2397
 KZ2397  HISTORY     - Date     Condition        Report By
 KZ2397  HISTORY     - 1986     MONUMENTED       OHDT
 KZ2397  HISTORY     - 1987     GOOD             OHDT
 KZ2397
 KZ2397                          STATION DESCRIPTION
 KZ2397
 KZ2397'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1986
 KZ2397'0.9 KM (0.55 MI) NORTH FROM MCKAY.
 KZ2397'0.55 MILE NORTH ALONG STATE HIGHWAY 60 FROM THE INTERSECTION OF STATE
 KZ2397'HIGHWAY 95 IN MCKAY, 23.5 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 KZ2397'48.5 FEET SOUTH OF 6 FOOT BOX CULVERT, ONE (1) FOOT EAST OF METAL
 KZ2397'WITNESS POST, AND 2 FEET EAST OF ELECTRIC FENCE.
 KZ2397
 KZ2397                          STATION RECOVERY (1987)
 KZ2397
 KZ2397'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ2397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0763 ***********************************************************************
 KZ0763  DESIGNATION -  A 265
 KZ0763  PID         -  KZ0763
 KZ0763  STATE/COUNTY-  OH/KNOX
 KZ0763  USGS QUAD   -  MT VERNON (1982)
 KZ0763
 KZ0763                         *CURRENT SURVEY CONTROL
 KZ0763  ___________________________________________________________________
 KZ0763* NAD 83(1986)-  40 29 56.     (N)    082 28 08.     (W)     SCALED    
 KZ0763* NAVD 88     -       365.067  (meters)    1197.72   (feet)  ADJUSTED  
 KZ0763  ___________________________________________________________________
 KZ0763  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KZ0763  DYNAMIC HT  -         364.882 (meters)    1197.12  (feet)  COMP
 KZ0763  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 KZ0763
 KZ0763  VERT ORDER  -  SECOND    CLASS 0
 KZ0763
 KZ0763.The horizontal coordinates were scaled from a topographic map and have
 KZ0763.an estimated accuracy of +/- 6 seconds.
 KZ0763
 KZ0763.The orthometric height was determined by differential leveling
 KZ0763.and adjusted by the National Geodetic Survey in June 1991..
 KZ0763
 KZ0763.The geoid height was determined by GEOID03.
 KZ0763
 KZ0763.The dynamic height is computed by dividing the NAVD 88
 KZ0763.geopotential number by the normal gravity value computed on the
 KZ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0763.degrees latitude (g = 980.6199 gals.).
 KZ0763
 KZ0763.The modeled gravity was interpolated from observed gravity values.
 KZ0763
 KZ0763;                    North         East    Units  Estimated Accuracy
 KZ0763;SPC OH N     -    92,420.      602,640.      MT  (+/- 180 meters Scaled)
 KZ0763
 KZ0763                          SUPERSEDED SURVEY CONTROL
 KZ0763
 KZ0763  NGVD 29 (??/??/92)  365.234  (m)         1198.27   (f) ADJ UNCH    2 0
 KZ0763
 KZ0763.Superseded values are not recommended for survey control.
 KZ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0763.See file dsdata.txt to determine how the superseded data were derived.
 KZ0763
 KZ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE755841(NAD 83)
 KZ0763_MARKER: DB = BENCH MARK DISK
 KZ0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0763_SP_SET: CULVERT
 KZ0763_STAMPING: A 265 1959
 KZ0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0763
 KZ0763  HISTORY     - Date     Condition        Report By
 KZ0763  HISTORY     - 1959     MONUMENTED       CGS
 KZ0763
 KZ0763                          STATION DESCRIPTION
 KZ0763
 KZ0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0763'4.2 MI NE FROM FREDERICKTOWN.
 KZ0763'ABOUT 4.2 MILES NORTHEAST ALONG COUNTY ROAD 14 FROM THE BALTIMORE
 KZ0763'AND OHIO RAILROAD STATION AT FREDERICKTOWN, 0.85 MILE EAST OF
 KZ0763'THE CROSSING OF COUNTY ROAD 82, 0.2 MILE EAST OF THE BOTTOM OF
 KZ0763'GRADES AND AN 8-FOOT CONCRETE CULVERT, 0.1 MILE WEST OF THE TOP
 KZ0763'OF GRADES, 55 YARDS WEST OF THE JUNCTION OF A DRIVE LEADING
 KZ0763'SOUTH TO A FARM, 15 1/2 FEET NORTH OF THE CENTER LINE OF ROAD
 KZ0763'14, IN TOP AND 2 1/2 FEET NORTH OF THE SOUTHWEST CORNER OF A
 KZ0763'RIGHT ANGLE SHAPED CONCRETE HEAD WALL FOR A 24-INCH PIPE
 KZ0763'CULVERT UNDER ROAD 14, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 KZ0763'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0441 ***********************************************************************
 KZ0441  DESIGNATION -  A 266
 KZ0441  PID         -  KZ0441
 KZ0441  STATE/COUNTY-  OH/RICHLAND
 KZ0441  USGS QUAD   -  JELLOWAY (1982)
 KZ0441
 KZ0441                         *CURRENT SURVEY CONTROL
 KZ0441  ___________________________________________________________________
 KZ0441* NAD 83(1986)-  40 35 41.     (N)    082 20 36.     (W)     SCALED    
 KZ0441* NAVD 88     -       361.793  (meters)    1186.98   (feet)  ADJUSTED  
 KZ0441  ___________________________________________________________________
 KZ0441  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KZ0441  DYNAMIC HT  -         361.614 (meters)    1186.40  (feet)  COMP
 KZ0441  MODELED GRAV-     980,120.4   (mgal)                       NAVD 88
 KZ0441
 KZ0441  VERT ORDER  -  SECOND    CLASS 0
 KZ0441
 KZ0441.The horizontal coordinates were scaled from a topographic map and have
 KZ0441.an estimated accuracy of +/- 6 seconds.
 KZ0441
 KZ0441.The orthometric height was determined by differential leveling
 KZ0441.and adjusted by the National Geodetic Survey in June 1991..
 KZ0441
 KZ0441.The geoid height was determined by GEOID03.
 KZ0441
 KZ0441.The dynamic height is computed by dividing the NAVD 88
 KZ0441.geopotential number by the normal gravity value computed on the
 KZ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0441.degrees latitude (g = 980.6199 gals.).
 KZ0441
 KZ0441.The modeled gravity was interpolated from observed gravity values.
 KZ0441
 KZ0441;                    North         East    Units  Estimated Accuracy
 KZ0441;SPC OH N     -   103,070.      613,260.      MT  (+/- 180 meters Scaled)
 KZ0441
 KZ0441                          SUPERSEDED SURVEY CONTROL
 KZ0441
 KZ0441  NGVD 29 (??/??/92)  361.962  (m)         1187.54   (f) ADJ UNCH    2 0
 KZ0441
 KZ0441.Superseded values are not recommended for survey control.
 KZ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0441.See file dsdata.txt to determine how the superseded data were derived.
 KZ0441
 KZ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE863946(NAD 83)
 KZ0441_MARKER: DB = BENCH MARK DISK
 KZ0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0441_SP_SET: ABUTMENT
 KZ0441_STAMPING: A 266 1959
 KZ0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0441
 KZ0441  HISTORY     - Date     Condition        Report By
 KZ0441  HISTORY     - 1959     MONUMENTED       CGS
 KZ0441  HISTORY     - 1971     GOOD             NGS
 KZ0441  HISTORY     - 1987     GOOD             OHDT
 KZ0441
 KZ0441                          STATION DESCRIPTION
 KZ0441
 KZ0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0441'5.1 MI E FROM BUTLER.
 KZ0441'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 97 FROM THE POST OFFICE
 KZ0441'AT BUTLER, 0.25 MILE WEST OF THE ASHLAND-RICHLAND COUNTY LINE
 KZ0441'AND COE ROAD LEADING NORTH, 0.2 MILE EAST OF THE INTERSECTION
 KZ0441'OF MC CURDY ROAD LEADING NORTH, 16 FEET SOUTH OF THE CENTER
 KZ0441'LINE OF HIGHWAY, IN TOP OF THE SOUTH END OF THE EAST ABUTMENT
 KZ0441'OF CONCRETE HIGHWAY BRIDGE OVER A BRANCH OF PINE RUN, 0.9 FOOT
 KZ0441'SOUTH OF THE CONCRETE BANISTER, AND ABOUT LEVEL WITH THE
 KZ0441'HIGHWAY.
 KZ0441
 KZ0441                          STATION RECOVERY (1971)
 KZ0441
 KZ0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0441'RECOVERED IN GOOD CONDITION.
 KZ0441
 KZ0441                          STATION RECOVERY (1987)
 KZ0441
 KZ0441'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0776 ***********************************************************************
 KZ0776  DESIGNATION -  A 267
 KZ0776  PID         -  KZ0776
 KZ0776  STATE/COUNTY-  OH/KNOX
 KZ0776  USGS QUAD   -  DANVILLE (1982)
 KZ0776
 KZ0776                         *CURRENT SURVEY CONTROL
 KZ0776  ___________________________________________________________________
 KZ0776* NAD 83(1986)-  40 27 35.     (N)    082 17 39.     (W)     SCALED    
 KZ0776* NAVD 88     -       295.240  (meters)     968.63   (feet)  ADJUSTED  
 KZ0776  ___________________________________________________________________
 KZ0776  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KZ0776  DYNAMIC HT  -         295.092 (meters)     968.15  (feet)  COMP
 KZ0776  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 KZ0776
 KZ0776  VERT ORDER  -  SECOND    CLASS 0
 KZ0776
 KZ0776.The horizontal coordinates were scaled from a topographic map and have
 KZ0776.an estimated accuracy of +/- 6 seconds.
 KZ0776
 KZ0776.The orthometric height was determined by differential leveling
 KZ0776.and adjusted by the National Geodetic Survey in June 1991..
 KZ0776
 KZ0776.The geoid height was determined by GEOID03.
 KZ0776
 KZ0776.The dynamic height is computed by dividing the NAVD 88
 KZ0776.geopotential number by the normal gravity value computed on the
 KZ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0776.degrees latitude (g = 980.6199 gals.).
 KZ0776
 KZ0776.The modeled gravity was interpolated from observed gravity values.
 KZ0776
 KZ0776;                    North         East    Units  Estimated Accuracy
 KZ0776;SPC OH N     -    88,090.      617,460.      MT  (+/- 180 meters Scaled)
 KZ0776
 KZ0776                          SUPERSEDED SURVEY CONTROL
 KZ0776
 KZ0776  NGVD 29 (??/??/92)  295.431  (m)          969.26   (f) ADJ UNCH    2 0
 KZ0776
 KZ0776.Superseded values are not recommended for survey control.
 KZ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0776.See file dsdata.txt to determine how the superseded data were derived.
 KZ0776
 KZ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE902795(NAD 83)
 KZ0776_MARKER: DB = BENCH MARK DISK
 KZ0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0776_STAMPING: A 267 1959
 KZ0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0776+STABILITY: SURFACE MOTION
 KZ0776
 KZ0776  HISTORY     - Date     Condition        Report By
 KZ0776  HISTORY     - 1959     MONUMENTED       CGS
 KZ0776
 KZ0776                          STATION DESCRIPTION
 KZ0776
 KZ0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0776'2 MI W FROM DANVILLE.
 KZ0776'ABOUT 2.0 MILES WEST ALONG KNOX COUNTY ROAD 14 FROM THE JUNCTION
 KZ0776'OF U.S. HIGHWAY 62 AT DANVILLE, 0.5 MILE WEST OF THE INTERSECTION
 KZ0776'OF ROAD 16, 0.35 MILE WEST OF A BRIDGE OVER JELLOWAY CREEK AND
 KZ0776'THE JUNCTION OF ROAD NO. 44 LEADING NORTH, 160 YARDS WEST OF THE
 KZ0776'WEST END OF A CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST,
 KZ0776'21 1/2 FEET NORTH OF THE CENTER LINE OF ROAD 14, 1 FOOT SOUTH
 KZ0776'OF A WIRE FENCE, 259 FEET EAST OF A CROSS FENCE CORNER IN
 KZ0776'RIGHT-OF-WAY FENCE AND EAST END OF PIPE CULVERT UNDER A DRIVE
 KZ0776'LEADING NORTH INTO A FIELD, 74 FEET NORTHEAST OF AND ACROSS THE
 KZ0776'ROAD FROM A CROSS FENCE CORNER IN A RIGHT-OF-WAY FENCE, 4 FEET
 KZ0776'EAST OF THE FOURTH TELEPHONE POLE WEST OF THE WEST END OF CURVE,
 KZ0776'110 FEET EAST-NORTHEAST OF AND ACROSS THE ROAD FROM POWER
 KZ0776'LINE POLE 43, 1 FOOT WEST OF A STEEL WITNESS POST, ABOUT LEVEL
 KZ0776'WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KZ0776'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0461 ***********************************************************************
 KZ0461  DESIGNATION -  A 268
 KZ0461  PID         -  KZ0461
 KZ0461  STATE/COUNTY-  OH/HOLMES
 KZ0461  USGS QUAD   -  GREER (1978)
 KZ0461
 KZ0461                         *CURRENT SURVEY CONTROL
 KZ0461  ___________________________________________________________________
 KZ0461* NAD 83(1986)-  40 32 47.     (N)    082 10 22.     (W)     SCALED    
 KZ0461* NAVD 88     -       333.598  (meters)    1094.48   (feet)  ADJUSTED  
 KZ0461  ___________________________________________________________________
 KZ0461  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KZ0461  DYNAMIC HT  -         333.433 (meters)    1093.94  (feet)  COMP
 KZ0461  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 KZ0461
 KZ0461  VERT ORDER  -  SECOND    CLASS 0
 KZ0461
 KZ0461.The horizontal coordinates were scaled from a topographic map and have
 KZ0461.an estimated accuracy of +/- 6 seconds.
 KZ0461
 KZ0461.The orthometric height was determined by differential leveling
 KZ0461.and adjusted by the National Geodetic Survey in June 1991..
 KZ0461
 KZ0461.The geoid height was determined by GEOID03.
 KZ0461
 KZ0461.The dynamic height is computed by dividing the NAVD 88
 KZ0461.geopotential number by the normal gravity value computed on the
 KZ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0461.degrees latitude (g = 980.6199 gals.).
 KZ0461
 KZ0461.The modeled gravity was interpolated from observed gravity values.
 KZ0461
 KZ0461;                    North         East    Units  Estimated Accuracy
 KZ0461;SPC OH N     -    97,740.      627,720.      MT  (+/- 180 meters Scaled)
 KZ0461
 KZ0461                          SUPERSEDED SURVEY CONTROL
 KZ0461
 KZ0461  NGVD 29 (??/??/92)  333.794  (m)         1095.12   (f) ADJ UNCH    2 0
 KZ0461
 KZ0461.Superseded values are not recommended for survey control.
 KZ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0461.See file dsdata.txt to determine how the superseded data were derived.
 KZ0461
 KZ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME006890(NAD 83)
 KZ0461_MARKER: DB = BENCH MARK DISK
 KZ0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0461_SP_SET: CULVERT
 KZ0461_STAMPING: A 268 1959
 KZ0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0461
 KZ0461  HISTORY     - Date     Condition        Report By
 KZ0461  HISTORY     - 1959     MONUMENTED       CGS
 KZ0461  HISTORY     - 1971     GOOD             NGS
 KZ0461
 KZ0461                          STATION DESCRIPTION
 KZ0461
 KZ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0461'2.2 MI NE FROM GREER.
 KZ0461'ABOUT 2.25 MILES NORTHEAST ALONG STATE HIGHWAY 514 FROM THE
 KZ0461'BRIDGE OVER MOHICAN RIVER A GREER, 0.7 MILE SOUTHWEST OF THE
 KZ0461'JUNCTION OF STATE HIGHWAY 520 LEADING SOUTHEAST TO GLENMONT,
 KZ0461'0.5 MILE SOUTHWEST OF THE ENTRANCE LEADING NORTHWEST TO KAYLOR
 KZ0461'RIDGE CEMETERY, AT THE JUNCTION OF A DRIVE WEST AND UPHILL TO A
 KZ0461'TWO-STORY FARMHOUSE, 17 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 KZ0461'IN TOP AND 8 FEET SOUTH OF THE NORTH END OF THE WEST HEAD
 KZ0461'WALL OF A 4-FOOT SKEW CONCRETE CULVERT, AND ABOUT 1 FOOT ABOVE
 KZ0461'THE LEVEL OF THE HIGHWAY.
 KZ0461
 KZ0461                          STATION RECOVERY (1971)
 KZ0461
 KZ0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1245 ***********************************************************************
 KZ1245  DESIGNATION -  A 269
 KZ1245  PID         -  KZ1245
 KZ1245  STATE/COUNTY-  OH/MORROW
 KZ1245  USGS QUAD   -  BLOOMING GROVE (1987)
 KZ1245
 KZ1245                         *CURRENT SURVEY CONTROL
 KZ1245  ___________________________________________________________________
 KZ1245* NAD 83(1986)-  40 42 00.     (N)    082 41 47.     (W)     SCALED    
 KZ1245* NAVD 88     -       384.785  (meters)    1262.42   (feet)  ADJUSTED  
 KZ1245  ___________________________________________________________________
 KZ1245  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KZ1245  DYNAMIC HT  -         384.591 (meters)    1261.78  (feet)  COMP
 KZ1245  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 KZ1245
 KZ1245  VERT ORDER  -  SECOND    CLASS 0
 KZ1245
 KZ1245.The horizontal coordinates were scaled from a topographic map and have
 KZ1245.an estimated accuracy of +/- 6 seconds.
 KZ1245
 KZ1245.The orthometric height was determined by differential leveling
 KZ1245.and adjusted by the National Geodetic Survey in June 1991..
 KZ1245
 KZ1245.The geoid height was determined by GEOID03.
 KZ1245
 KZ1245.The dynamic height is computed by dividing the NAVD 88
 KZ1245.geopotential number by the normal gravity value computed on the
 KZ1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1245.degrees latitude (g = 980.6199 gals.).
 KZ1245
 KZ1245.The modeled gravity was interpolated from observed gravity values.
 KZ1245
 KZ1245;                    North         East    Units  Estimated Accuracy
 KZ1245;SPC OH N     -   114,770.      583,400.      MT  (+/- 180 meters Scaled)
 KZ1245
 KZ1245                          SUPERSEDED SURVEY CONTROL
 KZ1245
 KZ1245  NGVD 29 (??/??/92)  384.922  (m)         1262.86   (f) ADJ UNCH    2 0
 KZ1245
 KZ1245.Superseded values are not recommended for survey control.
 KZ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1245.See file dsdata.txt to determine how the superseded data were derived.
 KZ1245
 KZ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF566068(NAD 83)
 KZ1245_MARKER: DB = BENCH MARK DISK
 KZ1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1245_STAMPING: A 269 1959
 KZ1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1245+STABILITY: SURFACE MOTION
 KZ1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1245+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 KZ1245
 KZ1245  HISTORY     - Date     Condition        Report By
 KZ1245  HISTORY     - 1959     MONUMENTED       CGS
 KZ1245  HISTORY     - 1973     GOOD             OHDT
 KZ1245  HISTORY     - 1987     GOOD             OHDT
 KZ1245  HISTORY     - 20051026 GOOD             OHDT
 KZ1245
 KZ1245                          STATION DESCRIPTION
 KZ1245
 KZ1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1245'1.2 MI SE FROM BLOOMING GROVE.
 KZ1245'ABOUT 1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 97 FROM THE
 KZ1245'INTERSECTION OF COUNTY ROAD 20 AT BLOOMING GROVE, 196 FEET
 KZ1245'WEST-NORTHWEST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 288
 KZ1245'LEADING SOUTHWEST, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KZ1245'HIGHWAY, 3 FEET NORTHWEST OF POWER LINE POLE 90 EK 28 WITH
 KZ1245'BRACE POLE, 9 1/2 FEET SOUTHEAST OF POWER LINE POLE 90 EK 27
 KZ1245'WITH BRACE POLE, 43 1/2 FEET SOUTHEAST OF A 24-INCH HICKORY
 KZ1245'TREE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 KZ1245'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ1245
 KZ1245                          STATION RECOVERY (1973)
 KZ1245
 KZ1245'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1245'RECOVERED IN GOOD CONDITION.
 KZ1245
 KZ1245                          STATION RECOVERY (1987)
 KZ1245
 KZ1245'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1245'RECOVERED IN GOOD CONDITION.
 KZ1245
 KZ1245                          STATION RECOVERY (2005)
 KZ1245
 KZ1245'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2005 (KA)
 KZ1245'RECOVERED AS DESCRIBED SP OH NO 114801.700M   583394.907M
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0004 ***********************************************************************
 JY0004  DESIGNATION -  A 27
 JY0004  PID         -  JY0004
 JY0004  STATE/COUNTY-  OH/LICKING
 JY0004  USGS QUAD   -  THORNVILLE (1992)
 JY0004
 JY0004                         *CURRENT SURVEY CONTROL
 JY0004  ___________________________________________________________________
 JY0004* NAD 83(1986)-  39 56 34.     (N)    082 26 21.     (W)     SCALED    
 JY0004* NAVD 88     -       282.347  (meters)     926.33   (feet)  ADJUSTED  
 JY0004  ___________________________________________________________________
 JY0004  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY0004  DYNAMIC HT  -         282.186 (meters)     925.81  (feet)  COMP
 JY0004  MODELED GRAV-     980,049.5   (mgal)                       NAVD 88
 JY0004
 JY0004  VERT ORDER  -  FIRST     CLASS II
 JY0004
 JY0004.The horizontal coordinates were scaled from a topographic map and have
 JY0004.an estimated accuracy of +/- 6 seconds.
 JY0004
 JY0004.The orthometric height was determined by differential leveling
 JY0004.and adjusted by the National Geodetic Survey in June 1991..
 JY0004
 JY0004.The geoid height was determined by GEOID03.
 JY0004
 JY0004.The dynamic height is computed by dividing the NAVD 88
 JY0004.geopotential number by the normal gravity value computed on the
 JY0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0004.degrees latitude (g = 980.6199 gals.).
 JY0004
 JY0004.The modeled gravity was interpolated from observed gravity values.
 JY0004
 JY0004;                    North         East    Units  Estimated Accuracy
 JY0004;SPC OH S     -   215,680.      605,200.      MT  (+/- 180 meters Scaled)
 JY0004
 JY0004                          SUPERSEDED SURVEY CONTROL
 JY0004
 JY0004  NGVD 29 (??/??/92)  282.547  (m)          926.99   (f) ADJ UNCH    1 2
 JY0004
 JY0004.Superseded values are not recommended for survey control.
 JY0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0004.See file dsdata.txt to determine how the superseded data were derived.
 JY0004
 JY0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE770223(NAD 83)
 JY0004_MARKER: DB = BENCH MARK DISK
 JY0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0004_STAMPING: A 27 1934
 JY0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0004+STABILITY: SURFACE MOTION
 JY0004
 JY0004  HISTORY     - Date     Condition        Report By
 JY0004  HISTORY     - 1934     MONUMENTED       CGS
 JY0004  HISTORY     - 1954     GOOD             NGS
 JY0004  HISTORY     - 1960     MARK NOT FOUND   USGS
 JY0004
 JY0004                          STATION DESCRIPTION
 JY0004
 JY0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0004'1.1 MI S FROM ATHERTON.
 JY0004'1.1 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY0004'ATHERTON, ABOUT 2.7 MILES NORTHWEST OF THE STATION AND CROSSING
 JY0004'OF STATE HIGHWAY 13 AT THORNVILLE, AT THE CROSSING OF STATE
 JY0004'HIGHWAY 596, 87 1/2 FEET SOUTHWEST OF CENTER OF CROSSING, 78
 JY0004'FEET WEST OF WEST RAIL OF THE TRACK, 60 FEET SOUTH OF CENTER
 JY0004'LINE OF HIGHWAY, ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF A
 JY0004'GRAVEL ROAD LEADING NORTH, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 JY0004'WITNESS POST, ABOUT 6 FEET BELOW LEVEL OF TRACK AND SET IN THE
 JY0004'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JY0004
 JY0004                          STATION RECOVERY (1960)
 JY0004
 JY0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JY0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1359 ***********************************************************************
 KZ1359  DESIGNATION -  A 271
 KZ1359  PID         -  KZ1359
 KZ1359  STATE/COUNTY-  OH/MORROW
 KZ1359  USGS QUAD   -  BLOOMING GROVE (1987)
 KZ1359
 KZ1359                         *CURRENT SURVEY CONTROL
 KZ1359  ___________________________________________________________________
 KZ1359* NAD 83(1986)-  40 39 15.     (N)    082 39 50.     (W)     SCALED    
 KZ1359* NAVD 88     -       431.151  (meters)    1414.53   (feet)  ADJUSTED  
 KZ1359  ___________________________________________________________________
 KZ1359  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KZ1359  DYNAMIC HT  -         430.932 (meters)    1413.82  (feet)  COMP
 KZ1359  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 KZ1359
 KZ1359  VERT ORDER  -  SECOND    CLASS 0
 KZ1359
 KZ1359.The horizontal coordinates were scaled from a topographic map and have
 KZ1359.an estimated accuracy of +/- 6 seconds.
 KZ1359
 KZ1359.The orthometric height was determined by differential leveling
 KZ1359.and adjusted by the National Geodetic Survey in June 1991..
 KZ1359
 KZ1359.The geoid height was determined by GEOID03.
 KZ1359
 KZ1359.The dynamic height is computed by dividing the NAVD 88
 KZ1359.geopotential number by the normal gravity value computed on the
 KZ1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1359.degrees latitude (g = 980.6199 gals.).
 KZ1359
 KZ1359.The modeled gravity was interpolated from observed gravity values.
 KZ1359
 KZ1359;                    North         East    Units  Estimated Accuracy
 KZ1359;SPC OH N     -   109,670.      586,140.      MT  (+/- 180 meters Scaled)
 KZ1359
 KZ1359                          SUPERSEDED SURVEY CONTROL
 KZ1359
 KZ1359  NGVD 29 (??/??/92)  431.292  (m)         1415.00   (f) ADJ UNCH    2 0
 KZ1359
 KZ1359.Superseded values are not recommended for survey control.
 KZ1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1359.See file dsdata.txt to determine how the superseded data were derived.
 KZ1359
 KZ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF593016(NAD 83)
 KZ1359_MARKER: DB = BENCH MARK DISK
 KZ1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1359_STAMPING: A 271 1959
 KZ1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1359+STABILITY: SURFACE MOTION
 KZ1359
 KZ1359  HISTORY     - Date     Condition        Report By
 KZ1359  HISTORY     - 1959     MONUMENTED       CGS
 KZ1359
 KZ1359                          STATION DESCRIPTION
 KZ1359
 KZ1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1359'2 MI N FROM SHAUCK.
 KZ1359'ABOUT 1.95 MILES NORTH ALONG STATE HIGHWAY 314 FROM THE
 KZ1359'INTERSECTION OF U.S. HIGHWAY 42 AT SHAUCK, ABOUT 1.75 MILES
 KZ1359'SOUTH ALONG STATE HIGHWAY 314 FROM THE INTERSECTION OF MORROW
 KZ1359'COUNTY ROAD 37 AT STEAM CORNERS, 0.6 MILE SOUTH OF THE
 KZ1359'INTERSECTION OF BELLVILLE-IBERIA ROAD, 290 YARDS (0.15 MILE)
 KZ1359'NORTH OF THE INTERSECTION OF COUNTY ROAD 57, 38 FEET WEST OF
 KZ1359'THE CENTER LINE OF HIGHWAY 314, 16 FEET SOUTH OF THE
 KZ1359'CENTER LINE OF A DRIVE WEST AND DOWNHILL TO A FARM, 11 FEET
 KZ1359'NORTHWEST OF A 20-INCH MAPLE TREE, 44 1/2 FEET SOUTH-SOUTHWEST
 KZ1359'OF AND ACROSS THE DRIVE FROM A POWER LINE POLE (NO. 2 6 3),
 KZ1359'ABOUT LEVEL WITH THE DRIVE, 3 FEET BELOW THE LEVEL OF THE
 KZ1359'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1300 ***********************************************************************
 KZ1300  DESIGNATION -  A 272
 KZ1300  PID         -  KZ1300
 KZ1300  STATE/COUNTY-  OH/RICHLAND
 KZ1300  USGS QUAD   -  BELLVILLE (1974)
 KZ1300
 KZ1300                         *CURRENT SURVEY CONTROL
 KZ1300  ___________________________________________________________________
 KZ1300* NAD 83(1986)-  40 34 34.     (N)    082 34 19.     (W)     SCALED    
 KZ1300* NAVD 88     -       425.779  (meters)    1396.91   (feet)  ADJUSTED  
 KZ1300  ___________________________________________________________________
 KZ1300  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KZ1300  DYNAMIC HT  -         425.563 (meters)    1396.20  (feet)  COMP
 KZ1300  MODELED GRAV-     980,105.1   (mgal)                       NAVD 88
 KZ1300
 KZ1300  VERT ORDER  -  SECOND    CLASS 0
 KZ1300
 KZ1300.The horizontal coordinates were scaled from a topographic map and have
 KZ1300.an estimated accuracy of +/- 6 seconds.
 KZ1300
 KZ1300.The orthometric height was determined by differential leveling
 KZ1300.and adjusted by the National Geodetic Survey in June 1991..
 KZ1300
 KZ1300.The geoid height was determined by GEOID03.
 KZ1300
 KZ1300.The dynamic height is computed by dividing the NAVD 88
 KZ1300.geopotential number by the normal gravity value computed on the
 KZ1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1300.degrees latitude (g = 980.6199 gals.).
 KZ1300
 KZ1300.The modeled gravity was interpolated from observed gravity values.
 KZ1300
 KZ1300;                    North         East    Units  Estimated Accuracy
 KZ1300;SPC OH N     -   100,990.      593,910.      MT  (+/- 180 meters Scaled)
 KZ1300
 KZ1300                          SUPERSEDED SURVEY CONTROL
 KZ1300
 KZ1300  NGVD 29 (??/??/92)  425.934  (m)         1397.42   (f) ADJ UNCH    2 0
 KZ1300
 KZ1300.Superseded values are not recommended for survey control.
 KZ1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1300.See file dsdata.txt to determine how the superseded data were derived.
 KZ1300
 KZ1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE669928(NAD 83)
 KZ1300_MARKER: DB = BENCH MARK DISK
 KZ1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1300_STAMPING: Z 272 1959
 KZ1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1300+STABILITY: SURFACE MOTION
 KZ1300
 KZ1300  HISTORY     - Date     Condition        Report By
 KZ1300  HISTORY     - 1959     MONUMENTED       CGS
 KZ1300
 KZ1300                          STATION DESCRIPTION
 KZ1300
 KZ1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1300'7.1 MI NW FROM FREDERICKTOWN.
 KZ1300'ABOUT 2.85 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE
 KZ1300'AT FREDERICKTOWN, THENCE ABOUT 4.25 MILES NORTHWEST ALONG STATE
 KZ1300'HIGHWAY 546, 0.35 MILE NORTH OF THE JUNCTION OF READ ROAD LEADING
 KZ1300'WEST, 0.9 MILE NORTH OF THE JUNCTION OF BANGORVILLE E ROAD AT
 KZ1300'BANGORVILLE, 0.55 MILE NORTH-NORTHWEST OF THE JUNCTION OF CLEVER
 KZ1300'ROAD LEADING NORTH, 0.65 MILE SOUTH OF THE JUNCTION OF BLACK ROAD
 KZ1300'LEADING SOUTH-SOUTHWEST, 21 1/2 FEET WEST-SOUTHWEST OF THE CENTER
 KZ1300'LINE OF HIGHWAY 546, 1 FOOT EAST-NORTHEAST OF A WIRE FENCE, 48 1/2
 KZ1300'FEET WEST-SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A PROPERTY
 KZ1300'LINE FENCE CORNER, 58 1/2 FEET SOUTHWEST OF AND ACROSS THE
 KZ1300'HIGHWAY FROM POWER LINE POLE NO. 98 EC 68, 106 YARDS SOUTH-SOUTHEAST
 KZ1300'OF THE JUNCTION OF A DRIVE LEADING EAST TO A FARMHOUSE, 165 YARDS
 KZ1300'SOUTH-SOUTHEAST OF THE TOP OF GRADE AND MILEPOST 2, 2 1/2 FEET
 KZ1300'SOUTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 KZ1300'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0976 ***********************************************************************
 KZ0976  DESIGNATION -  A 273
 KZ0976  PID         -  KZ0976
 KZ0976  STATE/COUNTY-  OH/KNOX
 KZ0976  USGS QUAD   -  HOMER (1984)
 KZ0976
 KZ0976                         *CURRENT SURVEY CONTROL
 KZ0976  ___________________________________________________________________
 KZ0976* NAD 83(1986)-  40 22 27.     (N)    082 36 18.     (W)     SCALED    
 KZ0976* NAVD 88     -       427.380  (meters)    1402.16   (feet)  ADJUSTED  
 KZ0976  ___________________________________________________________________
 KZ0976  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KZ0976  DYNAMIC HT  -         427.154 (meters)    1401.42  (feet)  COMP
 KZ0976  MODELED GRAV-     980,082.9   (mgal)                       NAVD 88
 KZ0976
 KZ0976  VERT ORDER  -  SECOND    CLASS 0
 KZ0976
 KZ0976.The horizontal coordinates were scaled from a topographic map and have
 KZ0976.an estimated accuracy of +/- 6 seconds.
 KZ0976
 KZ0976.The orthometric height was determined by differential leveling
 KZ0976.and adjusted by the National Geodetic Survey in June 1991..
 KZ0976
 KZ0976.The geoid height was determined by GEOID03.
 KZ0976
 KZ0976.The dynamic height is computed by dividing the NAVD 88
 KZ0976.geopotential number by the normal gravity value computed on the
 KZ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0976.degrees latitude (g = 980.6199 gals.).
 KZ0976
 KZ0976.The modeled gravity was interpolated from observed gravity values.
 KZ0976
 KZ0976;                    North         East    Units  Estimated Accuracy
 KZ0976;SPC OH N     -    78,570.      591,080.      MT  (+/- 180 meters Scaled)
 KZ0976
 KZ0976                          SUPERSEDED SURVEY CONTROL
 KZ0976
 KZ0976  NGVD 29 (??/??/92)  427.529  (m)         1402.65   (f) ADJ UNCH    2 0
 KZ0976
 KZ0976.Superseded values are not recommended for survey control.
 KZ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0976.See file dsdata.txt to determine how the superseded data were derived.
 KZ0976
 KZ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE637705(NAD 83)
 KZ0976_MARKER: DB = BENCH MARK DISK
 KZ0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0976_STAMPING: A 273 1959
 KZ0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0976+STABILITY: SURFACE MOTION
 KZ0976
 KZ0976  HISTORY     - Date     Condition        Report By
 KZ0976  HISTORY     - 1959     MONUMENTED       CGS
 KZ0976
 KZ0976                          STATION DESCRIPTION
 KZ0976
 KZ0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0976'2.8 MI NE FROM MT LIBERTY.
 KZ0976'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 36 FROM THE EAST
 KZ0976'JUNCTION OF CO. ROAD 25 AT MT. LIBERTY, THENCE ABOUT 1.45
 KZ0976'MILES NORTH ALONG ROAD 65, AT THE INTERSECTION OF KNOX COUNTY
 KZ0976'ROAD 2, 38 FEET NORTH OF THE CENTER LINE OF ROAD 2, 21 FEET
 KZ0976'EAST OF THE CENTER LINE OF ROAD 65, 16 1/2 FEET WEST-SOUTHWEST
 KZ0976'OF THE SOUTHWEST CORNER OF CONCRETE BLOCK LIBERTY TWP HALL,
 KZ0976'1 FOOT EAST OF A WIRE FENCE, 19 FEET NORTH OF THE SOUTH END
 KZ0976'OF FENCE, 1 1/2 FEET NORTHEAST OF A STEEL WITNESS POST, AND
 KZ0976'LEVEL WITH THE INTERSECTION, 1/2 FOOT ABOVE THE LEVEL OF ROAD
 KZ0976'65, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0927 ***********************************************************************
 KZ0927  DESIGNATION -  A 274
 KZ0927  PID         -  KZ0927
 KZ0927  STATE/COUNTY-  OH/DELAWARE
 KZ0927  USGS QUAD   -  ASHLEY (1995)
 KZ0927
 KZ0927                         *CURRENT SURVEY CONTROL
 KZ0927  ___________________________________________________________________
 KZ0927* NAD 83(1986)-  40 23 40.     (N)    082 56 52.     (W)     SCALED    
 KZ0927* NAVD 88     -       294.019  (meters)     964.63   (feet)  ADJUSTED  
 KZ0927  ___________________________________________________________________
 KZ0927  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KZ0927  DYNAMIC HT  -         293.866 (meters)     964.13  (feet)  COMP
 KZ0927  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 KZ0927
 KZ0927  VERT ORDER  -  SECOND    CLASS 0
 KZ0927
 KZ0927.The horizontal coordinates were scaled from a topographic map and have
 KZ0927.an estimated accuracy of +/- 6 seconds.
 KZ0927
 KZ0927.The orthometric height was determined by differential leveling
 KZ0927.and adjusted by the National Geodetic Survey in June 1991..
 KZ0927
 KZ0927.The geoid height was determined by GEOID03.
 KZ0927
 KZ0927.The dynamic height is computed by dividing the NAVD 88
 KZ0927.geopotential number by the normal gravity value computed on the
 KZ0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0927.degrees latitude (g = 980.6199 gals.).
 KZ0927
 KZ0927.The modeled gravity was interpolated from observed gravity values.
 KZ0927
 KZ0927;                    North         East    Units  Estimated Accuracy
 KZ0927;SPC OH N     -    80,920.      561,980.      MT  (+/- 180 meters Scaled)
 KZ0927
 KZ0927                          SUPERSEDED SURVEY CONTROL
 KZ0927
 KZ0927  NGVD 29 (??/??/92)  294.164  (m)          965.10   (f) ADJ UNCH    2 0
 KZ0927
 KZ0927.Superseded values are not recommended for survey control.
 KZ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0927.See file dsdata.txt to determine how the superseded data were derived.
 KZ0927
 KZ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE346733(NAD 83)
 KZ0927_MARKER: DB = BENCH MARK DISK
 KZ0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0927_STAMPING: A 274 1959
 KZ0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0927+STABILITY: SURFACE MOTION
 KZ0927
 KZ0927  HISTORY     - Date     Condition        Report By
 KZ0927  HISTORY     - 1959     MONUMENTED       CGS
 KZ0927
 KZ0927                          STATION DESCRIPTION
 KZ0927
 KZ0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0927'2 MI S FROM ASHLEY.
 KZ0927'ABOUT 1.1 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KZ0927'FROM THE CROSSING OF STATE HIGHWAY 229 AT ASHLEY, THENCE ABOUT
 KZ0927'0985 MILE EAST ALONG ROAD 224, AT THE INTERSECTION OF ROAD
 KZ0927'243, 98 FEET SOUTH OF THE CENTER LINE OF ROAD 224, 22 1/2 FEET
 KZ0927'EAST OF THE CENTER LINE OF ROAD 243, 1 FOOT WEST OF A WIRE
 KZ0927'FENCE, 76 FEET SOUTH OF A FENCE CORNER, 21 FEET NORTH OF
 KZ0927'THE CENTER OF A WIRE GATE, 2 FEET SOUTH OF A STEEL WITNESS
 KZ0927'POST, ABOUT LEVEL WITH ROAD 243, AND SET IN TOP OF A CONCRETE
 KZ0927'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0918 ***********************************************************************
 KZ0918  DESIGNATION -  A 275
 KZ0918  PID         -  KZ0918
 KZ0918  STATE/COUNTY-  OH/KNOX
 KZ0918  USGS QUAD   -  CHESTERVILLE (1961)
 KZ0918
 KZ0918                         *CURRENT SURVEY CONTROL
 KZ0918  ___________________________________________________________________
 KZ0918* NAD 83(1986)-  40 26 17.     (N)    082 37 45.     (W)     SCALED    
 KZ0918* NAVD 88     -       351.540  (meters)    1153.34   (feet)  ADJUSTED  
 KZ0918  ___________________________________________________________________
 KZ0918  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KZ0918  DYNAMIC HT  -         351.356 (meters)    1152.74  (feet)  COMP
 KZ0918  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 KZ0918
 KZ0918  VERT ORDER  -  SECOND    CLASS 0
 KZ0918
 KZ0918.The horizontal coordinates were scaled from a topographic map and have
 KZ0918.an estimated accuracy of +/- 6 seconds.
 KZ0918
 KZ0918.The orthometric height was determined by differential leveling
 KZ0918.and adjusted by the National Geodetic Survey in June 1991..
 KZ0918
 KZ0918.The geoid height was determined by GEOID03.
 KZ0918
 KZ0918.The dynamic height is computed by dividing the NAVD 88
 KZ0918.geopotential number by the normal gravity value computed on the
 KZ0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0918.degrees latitude (g = 980.6199 gals.).
 KZ0918
 KZ0918.The modeled gravity was interpolated from observed gravity values.
 KZ0918
 KZ0918;                    North         East    Units  Estimated Accuracy
 KZ0918;SPC OH N     -    85,670.      589,040.      MT  (+/- 180 meters Scaled)
 KZ0918
 KZ0918                          SUPERSEDED SURVEY CONTROL
 KZ0918
 KZ0918  NGVD 29 (??/??/92)  351.689  (m)         1153.83   (f) ADJ UNCH    2 0
 KZ0918
 KZ0918.Superseded values are not recommended for survey control.
 KZ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0918.See file dsdata.txt to determine how the superseded data were derived.
 KZ0918
 KZ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE618776(NAD 83)
 KZ0918_MARKER: DB = BENCH MARK DISK
 KZ0918_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ0918_SP_SET: 24 FEET
 KZ0918_STAMPING: A 275 1959
 KZ0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0918
 KZ0918  HISTORY     - Date     Condition        Report By
 KZ0918  HISTORY     - 1959     MONUMENTED       CGS
 KZ0918  HISTORY     - 1967     GOOD             NGS
 KZ0918
 KZ0918                          STATION DESCRIPTION
 KZ0918
 KZ0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0918'5.9 MI SW FROM FREDERICKTOWN.
 KZ0918'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 13 (MAIN STREET)
 KZ0918'FROM THE MUNICIPAL BUILDING AT FREDERICKTOWN, THENCE ABOUT
 KZ0918'5.75 MILES SOUTHWEST ALONG KNOX COUNTY ROAD 11, AT THE
 KZ0918'JUNCTION OF A GRADED ROAD LEADING NORTH, 84 1/2 FEET NORTH OF
 KZ0918'THE CENTER LINE OF ROAD 11, AT THE JUNCTION OF THE EAST LEG OF
 KZ0918'ROAD NORTH, 17 FEET EAST OF THE CENTER LINE OF ROAD NORTH, 2
 KZ0918'FEET SOUTH OF THE FIRST POWER LINE POLE NORTH OF ROAD 11
 KZ0918'AND IS IN LINE WITH THE POLES TO THE NORTH, 1 1/2 FEET NORTH
 KZ0918'OF A STEEL WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF ROAD
 KZ0918'11, ABOUT LEVEL WITH THE ROAD LEADING NORTH, AND IS A DISK ON
 KZ0918'COPPER-COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A
 KZ0918'6-INCH TILE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO A
 KZ0918'DEPTH OF 24 FEET.
 KZ0918
 KZ0918                          STATION RECOVERY (1967)
 KZ0918
 KZ0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1747 ***********************************************************************
 KY1747  DESIGNATION -  A 276
 KY1747  PID         -  KY1747
 KY1747  STATE/COUNTY-  OH/HOLMES
 KY1747  USGS QUAD   -  MILLERSBURG (1994)
 KY1747
 KY1747                         *CURRENT SURVEY CONTROL
 KY1747  ___________________________________________________________________
 KY1747* NAD 83(1986)-  40 33 16.     (N)    081 52 41.     (W)     SCALED    
 KY1747* NAVD 88     -       354.879  (meters)    1164.30   (feet)  ADJUSTED  
 KY1747  ___________________________________________________________________
 KY1747  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KY1747  DYNAMIC HT  -         354.712 (meters)    1163.75  (feet)  COMP
 KY1747  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 KY1747
 KY1747  VERT ORDER  -  SECOND    CLASS 0
 KY1747
 KY1747.The horizontal coordinates were scaled from a topographic map and have
 KY1747.an estimated accuracy of +/- 6 seconds.
 KY1747
 KY1747.The orthometric height was determined by differential leveling
 KY1747.and adjusted by the National Geodetic Survey in June 1991..
 KY1747
 KY1747.The geoid height was determined by GEOID03.
 KY1747
 KY1747.The dynamic height is computed by dividing the NAVD 88
 KY1747.geopotential number by the normal gravity value computed on the
 KY1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1747.degrees latitude (g = 980.6199 gals.).
 KY1747
 KY1747.The modeled gravity was interpolated from observed gravity values.
 KY1747
 KY1747;                    North         East    Units  Estimated Accuracy
 KY1747;SPC OH N     -    98,770.      652,680.      MT  (+/- 180 meters Scaled)
 KY1747
 KY1747                          SUPERSEDED SURVEY CONTROL
 KY1747
 KY1747  NGVD 29 (??/??/92)  355.095  (m)         1165.01   (f) ADJ UNCH    2 0
 KY1747
 KY1747.Superseded values are not recommended for survey control.
 KY1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1747.See file dsdata.txt to determine how the superseded data were derived.
 KY1747
 KY1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME256896(NAD 83)
 KY1747_MARKER: DB = BENCH MARK DISK
 KY1747_SETTING: 80 = SET IN A BOULDER
 KY1747_SP_SET: BOULDER
 KY1747_STAMPING: A 276 1959
 KY1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1747+STABILITY: SURFACE MOTION
 KY1747
 KY1747  HISTORY     - Date     Condition        Report By
 KY1747  HISTORY     - 1959     MONUMENTED       CGS
 KY1747
 KY1747                          STATION DESCRIPTION
 KY1747
 KY1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1747'2.1 MI E FROM MILLERSBURG.
 KY1747'ABOUT 2.1 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE COURTHOUSE
 KY1747'AT MILLERSBURG, 0.2 MILE WEST OF THE JUNCTION OF A BLACK TOP
 KY1747'ROAD LEADING SOUTH TO PINE VALLEY LAKE, IN THE APPROXIMATE
 KY1747'CENTER OF A LONG DEEP CUT, 33 FEET SOUTH OF THE CENTER LINE
 KY1747'OF THE HIGHWAY, 40 FEET EAST OF THE SOUTHEAST CORNER OF A 5-BY
 KY1747'5-FOOT CONCRETE CATCH BASIN, IN TOP OF THE WEST END OF A 6-FOOT-LONG
 KY1747'BY 1 1/2-FOOT HIGH ROCK AT THE BASE OF THE CUT, AND ABOUT LEVEL
 KY1747'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1998 ***********************************************************************
 KY1998  DESIGNATION -  A 277
 KY1998  PID         -  KY1998
 KY1998  STATE/COUNTY-  OH/HOLMES
 KY1998  USGS QUAD   -  SUGARCREEK (1994)
 KY1998
 KY1998                         *CURRENT SURVEY CONTROL
 KY1998  ___________________________________________________________________
 KY1998* NAD 83(1986)-  40 37 13.     (N)    081 44 53.     (W)     SCALED    
 KY1998* NAVD 88     -       331.905  (meters)    1088.92   (feet)  ADJUSTED  
 KY1998  ___________________________________________________________________
 KY1998  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KY1998  DYNAMIC HT  -         331.745 (meters)    1088.40  (feet)  COMP
 KY1998  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 KY1998
 KY1998  VERT ORDER  -  SECOND    CLASS 0
 KY1998
 KY1998.The horizontal coordinates were scaled from a topographic map and have
 KY1998.an estimated accuracy of +/- 6 seconds.
 KY1998
 KY1998.The orthometric height was determined by differential leveling
 KY1998.and adjusted by the National Geodetic Survey in June 1991..
 KY1998
 KY1998.The geoid height was determined by GEOID03.
 KY1998
 KY1998.The dynamic height is computed by dividing the NAVD 88
 KY1998.geopotential number by the normal gravity value computed on the
 KY1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1998.degrees latitude (g = 980.6199 gals.).
 KY1998
 KY1998.The modeled gravity was interpolated from observed gravity values.
 KY1998
 KY1998;                    North         East    Units  Estimated Accuracy
 KY1998;SPC OH N     -   106,170.      663,620.      MT  (+/- 180 meters Scaled)
 KY1998
 KY1998                          SUPERSEDED SURVEY CONTROL
 KY1998
 KY1998  NGVD 29 (??/??/92)  332.113  (m)         1089.61   (f) ADJ UNCH    2 0
 KY1998
 KY1998.Superseded values are not recommended for survey control.
 KY1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1998.See file dsdata.txt to determine how the superseded data were derived.
 KY1998
 KY1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME367968(NAD 83)
 KY1998_MARKER: DB = BENCH MARK DISK
 KY1998_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1998_SP_SET: ABUTMENT
 KY1998_STAMPING: A 277 1959
 KY1998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1998
 KY1998  HISTORY     - Date     Condition        Report By
 KY1998  HISTORY     - 1959     MONUMENTED       CGS
 KY1998
 KY1998                          STATION DESCRIPTION
 KY1998
 KY1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1998'2.2 MI W FROM WINESBURG.
 KY1998'ABOUT 2.15 MILES WEST ALONG COUNTY ROAD 160 FROM THE SCHOOL AT
 KY1998'WINESBURG, 0.6 MILE EAST OF THE INTERSECTION OF COUNTY ROAD 210,
 KY1998'12 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN TOP OF THE
 KY1998'SOUTHWEST END OF THE SOUTHEAST ABUTMENT TO A 25-FOOT BRIDGE OVER
 KY1998'THE MIDDLE FORK OF SUGAR CREEK, 1 FOOT EAST OF THE WEST CORNER
 KY1998'OF THE ABUTMENT, AND ABOUT LEVEL WITH THE ROAD.  ALSO ABOUT 0.1
 KY1998'MILE EAST ALONG STATE HIGHWAY 241 FROM THE LUTHERAN CHURCH AT
 KY1998'MT. HOPE, THENCE ABOUT 1.95 MILES EAST AND SOUTHEAST ALONG
 KY1998'COUNTY ROAD 160.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1953 ***********************************************************************
 KY1953  DESIGNATION -  A 278
 KY1953  PID         -  KY1953
 KY1953  STATE/COUNTY-  OH/WAYNE
 KY1953  USGS QUAD   -  WILMOT (1994)
 KY1953
 KY1953                         *CURRENT SURVEY CONTROL
 KY1953  ___________________________________________________________________
 KY1953* NAD 83(1986)-  40 40 32.     (N)    081 39 50.     (W)     SCALED    
 KY1953* NAVD 88     -       355.061  (meters)    1164.90   (feet)  ADJUSTED  
 KY1953  ___________________________________________________________________
 KY1953  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KY1953  DYNAMIC HT  -         354.893 (meters)    1164.34  (feet)  COMP
 KY1953  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 KY1953
 KY1953  VERT ORDER  -  SECOND    CLASS 0
 KY1953
 KY1953.The horizontal coordinates were scaled from a topographic map and have
 KY1953.an estimated accuracy of +/- 6 seconds.
 KY1953
 KY1953.The orthometric height was determined by differential leveling
 KY1953.and adjusted by the National Geodetic Survey in June 1991..
 KY1953
 KY1953.The geoid height was determined by GEOID03.
 KY1953
 KY1953.The dynamic height is computed by dividing the NAVD 88
 KY1953.geopotential number by the normal gravity value computed on the
 KY1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1953.degrees latitude (g = 980.6199 gals.).
 KY1953
 KY1953.The modeled gravity was interpolated from observed gravity values.
 KY1953
 KY1953;                    North         East    Units  Estimated Accuracy
 KY1953;SPC OH N     -   112,370.      670,690.      MT  (+/- 180 meters Scaled)
 KY1953
 KY1953                          SUPERSEDED SURVEY CONTROL
 KY1953
 KY1953  NGVD 29 (??/??/92)  355.272  (m)         1165.59   (f) ADJ UNCH    2 0
 KY1953
 KY1953.Superseded values are not recommended for survey control.
 KY1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1953.See file dsdata.txt to determine how the superseded data were derived.
 KY1953
 KY1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF438029(NAD 83)
 KY1953_MARKER: DB = BENCH MARK DISK
 KY1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1953_STAMPING: A 278 1959
 KY1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1953+STABILITY: SURFACE MOTION
 KY1953
 KY1953  HISTORY     - Date     Condition        Report By
 KY1953  HISTORY     - 1959     MONUMENTED       CGS
 KY1953  HISTORY     - 19991030 GOOD             USPSQD
 KY1953
 KY1953                          STATION DESCRIPTION
 KY1953
 KY1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1953'2 MI NW FROM WILMOT.
 KY1953'ABOUT 2.05 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE
 KY1953'SCHOOL AT WILMOT, 1.0 MILE NORTHWEST OF THE STARK-WAYNE COUNTY
 KY1953'LINE, AT THE SOUTHEAST END OF A LARGE FILL AND ON THE OUTSIDE
 KY1953'OF A LONG CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST AND
 KY1953'AT THE JUNCTION OF A PRIVATE ROAD LEADING SOUTH, 31 FEET
 KY1953'SOUTHWEST OF CENTER LINE OF HIGHWAY, 43 FEET WEST OF CENTER OF
 KY1953'JUNCTION OF HIGHWAY AND DRIVE, 5 FEET SOUTHEAST OF A TELEPHONE
 KY1953'POLE, 27 FEET NORTHWEST OF A FENCE CORNER, 2 FEET NORTHEAST OF
 KY1953'A FENCE LINE, 2 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT
 KY1953'5 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KY1953'POST PROJECTING 5 INCHES.  NOTE-- MARK IS ABOUT 2.45 MILES
 KY1953'SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE POST OFFICE AT MOUNT
 KY1953'EATON, WAYNE COUNTY.
 KY1953
 KY1953                          STATION RECOVERY (1999)
 KY1953
 KY1953'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY1953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1974 ***********************************************************************
 KY1974  DESIGNATION -  A 279
 KY1974  PID         -  KY1974
 KY1974  STATE/COUNTY-  OH/WAYNE
 KY1974  USGS QUAD   -  WILMOT (1994)
 KY1974
 KY1974                         *CURRENT SURVEY CONTROL
 KY1974  ___________________________________________________________________
 KY1974* NAD 83(1986)-  40 44 01.     (N)    081 41 49.     (W)     SCALED    
 KY1974* NAVD 88     -       337.843  (meters)    1108.41   (feet)  ADJUSTED  
 KY1974  ___________________________________________________________________
 KY1974  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KY1974  DYNAMIC HT  -         337.686 (meters)    1107.89  (feet)  COMP
 KY1974  MODELED GRAV-     980,151.0   (mgal)                       NAVD 88
 KY1974
 KY1974  VERT ORDER  -  SECOND    CLASS 0
 KY1974
 KY1974.The horizontal coordinates were scaled from a topographic map and have
 KY1974.an estimated accuracy of +/- 6 seconds.
 KY1974
 KY1974.The orthometric height was determined by differential leveling
 KY1974.and adjusted by the National Geodetic Survey in June 1991..
 KY1974
 KY1974.The geoid height was determined by GEOID03.
 KY1974
 KY1974.The dynamic height is computed by dividing the NAVD 88
 KY1974.geopotential number by the normal gravity value computed on the
 KY1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1974.degrees latitude (g = 980.6199 gals.).
 KY1974
 KY1974.The modeled gravity was interpolated from observed gravity values.
 KY1974
 KY1974;                    North         East    Units  Estimated Accuracy
 KY1974;SPC OH N     -   118,790.      667,830.      MT  (+/- 180 meters Scaled)
 KY1974
 KY1974                          SUPERSEDED SURVEY CONTROL
 KY1974
 KY1974  NGVD 29 (??/??/92)  338.057  (m)         1109.11   (f) ADJ UNCH    2 0
 KY1974
 KY1974.Superseded values are not recommended for survey control.
 KY1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1974.See file dsdata.txt to determine how the superseded data were derived.
 KY1974
 KY1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF411094(NAD 83)
 KY1974_MARKER: DB = BENCH MARK DISK
 KY1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1974_STAMPING: A 279 1959
 KY1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1974+STABILITY: SURFACE MOTION
 KY1974
 KY1974  HISTORY     - Date     Condition        Report By
 KY1974  HISTORY     - 1959     MONUMENTED       CGS
 KY1974  HISTORY     - 1971     GOOD             OHDT
 KY1974  HISTORY     - 1987     GOOD             OHDT
 KY1974
 KY1974                          STATION DESCRIPTION
 KY1974
 KY1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1974'2.7 MI N FROM MOUNT EATON.
 KY1974'ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY 548 FROM THE CHURCH
 KY1974'OF CHRIST AT MOUNT EATON, AT THE CROSSING OF COUNTY ROAD 80,
 KY1974'39 1/2 FEET EAST OF CENTER LINE OF HIGHWAY, 24 1/2 FEET NORTH
 KY1974'OF CENTER LINE OF ROAD 80, 48 FEET NORTHEAST OF CENTER OF
 KY1974'INTERSECTION, 22 FEET EAST-NORTHEAST OF A POWER POLE, 1 1/2 FEET
 KY1974'SOUTH OF A FENCE LINE, 1 1/2 FEET WEST OF A STEEL WITNESS POST,
 KY1974'ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 KY1974'CONCRETE POST PROJECTING 4 INCHES.
 KY1974
 KY1974                          STATION RECOVERY (1971)
 KY1974
 KY1974'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1974'RECOVERED IN GOOD CONDITION.
 KY1974
 KY1974                          STATION RECOVERY (1987)
 KY1974
 KY1974'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1499 ***********************************************************************
 KZ1499  DESIGNATION -  A 28
 KZ1499  PID         -  KZ1499
 KZ1499  STATE/COUNTY-  OH/MARION
 KZ1499  USGS QUAD   -  MORRAL (1984)
 KZ1499
 KZ1499                         *CURRENT SURVEY CONTROL
 KZ1499  ___________________________________________________________________
 KZ1499* NAD 83(1986)-  40 41 12.     (N)    083 12 45.     (W)     SCALED    
 KZ1499* NAVD 88     -       277.593  (meters)     910.74   (feet)  ADJUSTED  
 KZ1499  ___________________________________________________________________
 KZ1499  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 KZ1499  DYNAMIC HT  -         277.455 (meters)     910.28  (feet)  COMP
 KZ1499  MODELED GRAV-     980,119.8   (mgal)                       NAVD 88
 KZ1499
 KZ1499  VERT ORDER  -  SECOND    CLASS 0
 KZ1499
 KZ1499.The horizontal coordinates were scaled from a topographic map and have
 KZ1499.an estimated accuracy of +/- 6 seconds.
 KZ1499
 KZ1499.The orthometric height was determined by differential leveling
 KZ1499.and adjusted by the National Geodetic Survey in June 1991..
 KZ1499
 KZ1499.The geoid height was determined by GEOID03.
 KZ1499
 KZ1499.The dynamic height is computed by dividing the NAVD 88
 KZ1499.geopotential number by the normal gravity value computed on the
 KZ1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1499.degrees latitude (g = 980.6199 gals.).
 KZ1499
 KZ1499.The modeled gravity was interpolated from observed gravity values.
 KZ1499
 KZ1499;                    North         East    Units  Estimated Accuracy
 KZ1499;SPC OH N     -   113,510.      539,770.      MT  (+/- 180 meters Scaled)
 KZ1499
 KZ1499                          SUPERSEDED SURVEY CONTROL
 KZ1499
 KZ1499  NGVD 29 (??/??/92)  277.729  (m)          911.18   (f) ADJ UNCH    2 0
 KZ1499
 KZ1499.Superseded values are not recommended for survey control.
 KZ1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1499.See file dsdata.txt to determine how the superseded data were derived.
 KZ1499
 KZ1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF130063(NAD 83)
 KZ1499_MARKER: DD = SURVEY DISK
 KZ1499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1499_SP_SET: SIGNAL BASE
 KZ1499_STAMPING: A 28
 KZ1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1499
 KZ1499  HISTORY     - Date     Condition        Report By
 KZ1499  HISTORY     - UNK      MONUMENTED       CGS
 KZ1499  HISTORY     - 1936     GOOD             NGS
 KZ1499
 KZ1499                          STATION DESCRIPTION
 KZ1499
 KZ1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1499'AT MORRAL.
 KZ1499'AT MORRAL, MARION COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY, 62
 KZ1499'YARDS NORTH OF THE STATION, 56 FEET NORTHWEST OF THE CENTER OF
 KZ1499'THE CROSSING OF EAST STREET, AT AN AUTOMATIC SIGNAL, IN THE TOP
 KZ1499'OF THE CONCRETE BASE, 8.6 FEET WEST OF THE WEST RAIL, AND 1/2
 KZ1499'FOOT ABOVE THE LEVEL OF THE TRACK.  A STATE SURVEY STANDARD
 KZ1499'DISK, STAMPED A 28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0075 ***********************************************************************
 KZ0075  DESIGNATION -  A 28
 KZ0075  PID         -  KZ0075
 KZ0075  STATE/COUNTY-  OH/RICHLAND
 KZ0075  USGS QUAD   -  BUTLER (1961)
 KZ0075
 KZ0075                         *CURRENT SURVEY CONTROL
 KZ0075  ___________________________________________________________________
 KZ0075* NAD 83(1986)-  40 33 22.     (N)    082 28 44.     (W)     SCALED    
 KZ0075* NAVD 88     -       344.832  (meters)    1131.34   (feet)  ADJUSTED  
 KZ0075  ___________________________________________________________________
 KZ0075  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KZ0075  DYNAMIC HT  -         344.658 (meters)    1130.77  (feet)  COMP
 KZ0075  MODELED GRAV-     980,111.8   (mgal)                       NAVD 88
 KZ0075
 KZ0075  VERT ORDER  -  SECOND    CLASS 0
 KZ0075
 KZ0075.The horizontal coordinates were scaled from a topographic map and have
 KZ0075.an estimated accuracy of +/- 6 seconds.
 KZ0075
 KZ0075.The orthometric height was determined by differential leveling
 KZ0075.and adjusted by the National Geodetic Survey in June 1991..
 KZ0075
 KZ0075.The geoid height was determined by GEOID03.
 KZ0075
 KZ0075.The dynamic height is computed by dividing the NAVD 88
 KZ0075.geopotential number by the normal gravity value computed on the
 KZ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0075.degrees latitude (g = 980.6199 gals.).
 KZ0075
 KZ0075.The modeled gravity was interpolated from observed gravity values.
 KZ0075
 KZ0075;                    North         East    Units  Estimated Accuracy
 KZ0075;SPC OH N     -    98,770.      601,790.      MT  (+/- 180 meters Scaled)
 KZ0075
 KZ0075                          SUPERSEDED SURVEY CONTROL
 KZ0075
 KZ0075  NGVD 29 (??/??/92)  344.998  (m)         1131.88   (f) ADJ UNCH    2 0
 KZ0075
 KZ0075.Superseded values are not recommended for survey control.
 KZ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0075.See file dsdata.txt to determine how the superseded data were derived.
 KZ0075
 KZ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE747905(NAD 83)
 KZ0075_MARKER: DB = BENCH MARK DISK
 KZ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0075_STAMPING: A 28 1934
 KZ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0075+STABILITY: SURFACE MOTION
 KZ0075
 KZ0075  HISTORY     - Date     Condition        Report By
 KZ0075  HISTORY     - 1934     MONUMENTED       CGS
 KZ0075  HISTORY     - 1971     GOOD             NGS
 KZ0075  HISTORY     - 1987     POOR             USPSQD
 KZ0075
 KZ0075                          STATION DESCRIPTION
 KZ0075
 KZ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ0075'2.2 MI NE FROM ANKENYTOWN.
 KZ0075'IN RICHLAND COUNTY, 2.2 MILES NORTHEAST ALONG THE BALTIMORE AND
 KZ0075'OHIO RAILROAD FROM THE STATION AT ANKENYTOWN, KNOX COUNTY, 0.4
 KZ0075'MILE NORTH OF THE RICHLAND-KNOX COUNTY LINE, 8 RAILS SOUTHWEST
 KZ0075'OF A WARNING WHISTLE, 27 FEET NORTHWEST OF THE CENTERLINE OF
 KZ0075'STATE HIGHWAY 95, 19 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7
 KZ0075'FEET SOUTH OF POLE 38+16, 2 FEET NORTHWEST OF THE FENCE, AND
 KZ0075'ABOUT ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KZ0075'A 28 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 KZ0075'6 INCHES ABOVE GROUND.
 KZ0075
 KZ0075                          STATION RECOVERY (1971)
 KZ0075
 KZ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0075'RECOVERED IN GOOD CONDITION.
 KZ0075
 KZ0075                          STATION RECOVERY (1987)
 KZ0075
 KZ0075'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0075'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1931 ***********************************************************************
 KY1931  DESIGNATION -  A 280
 KY1931  PID         -  KY1931
 KY1931  STATE/COUNTY-  OH/WAYNE
 KY1931  USGS QUAD   -  DALTON (1994)
 KY1931
 KY1931                         *CURRENT SURVEY CONTROL
 KY1931  ___________________________________________________________________
 KY1931* NAD 83(1986)-  40 47 55.     (N)    081 38 54.     (W)     SCALED    
 KY1931* NAVD 88     -       341.522  (meters)    1120.48   (feet)  ADJUSTED  
 KY1931  ___________________________________________________________________
 KY1931  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KY1931  DYNAMIC HT  -         341.367 (meters)    1119.97  (feet)  COMP
 KY1931  MODELED GRAV-     980,162.0   (mgal)                       NAVD 88
 KY1931
 KY1931  VERT ORDER  -  SECOND    CLASS 0
 KY1931
 KY1931.The horizontal coordinates were scaled from a topographic map and have
 KY1931.an estimated accuracy of +/- 6 seconds.
 KY1931
 KY1931.The orthometric height was determined by differential leveling
 KY1931.and adjusted by the National Geodetic Survey in June 1991..
 KY1931
 KY1931.The geoid height was determined by GEOID03.
 KY1931
 KY1931.The dynamic height is computed by dividing the NAVD 88
 KY1931.geopotential number by the normal gravity value computed on the
 KY1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1931.degrees latitude (g = 980.6199 gals.).
 KY1931
 KY1931.The modeled gravity was interpolated from observed gravity values.
 KY1931
 KY1931;                    North         East    Units  Estimated Accuracy
 KY1931;SPC OH N     -   126,050.      671,870.      MT  (+/- 180 meters Scaled)
 KY1931
 KY1931                          SUPERSEDED SURVEY CONTROL
 KY1931
 KY1931  NGVD 29 (??/??/92)  341.745  (m)         1121.21   (f) ADJ UNCH    2 0
 KY1931
 KY1931.Superseded values are not recommended for survey control.
 KY1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1931.See file dsdata.txt to determine how the superseded data were derived.
 KY1931
 KY1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF453166(NAD 83)
 KY1931_MARKER: DB = BENCH MARK DISK
 KY1931_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY1931_SP_SET: 23 1/2 FEET
 KY1931_STAMPING: A 280 1959
 KY1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1931
 KY1931  HISTORY     - Date     Condition        Report By
 KY1931  HISTORY     - 1959     MONUMENTED       CGS
 KY1931  HISTORY     - 1987     GOOD             OHDT
 KY1931
 KY1931                          STATION DESCRIPTION
 KY1931
 KY1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1931'1.1 MI W FROM EAST GREENVILLE.
 KY1931'ABOUT 1.1 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE METHODIST
 KY1931'CHURCH AT EAST GREENVILLE, ABOUT 2.4 MILES EAST ALONG HIGHWAY 30
 KY1931'FROM THE INTERSECTION OF STATE HIGHWAY 548 AT DALTON, AT THE
 KY1931'INTERSECTION OF WAYNE COUNTY ROAD 103 AND AT THE WAYNE-STARK
 KY1931'COUNTY LINE, 48 FEET NORTH OF CENTER LINE OF NORTH LANE OF
 KY1931'HIGHWAY, 64 FEET WEST OF CENTER LINE OF ROAD, 79 FEET NORTHWEST
 KY1931'OF CENTER OF INTERSECTION OF NORTH LANE OF HIGHWAY AND THE ROAD,
 KY1931'49 FEET NORTHWEST OF A POWER POLE, 24 1/2 FEET WEST OF EAST END
 KY1931'OF A FENCE LINE, 1 1/2 FEET SOUTH OF A FENCE LINE, 1 1/2 FEET
 KY1931'EAST OF A STEEL WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY
 KY1931'AND IS A DISK ON COPPER COATED STEEL ROD PROJECTING 1 INCH AND
 KY1931'PROTECTED BY A 6-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS
 KY1931'DRIVEN TO REFUSAL AT A DEPTH OF 23 1/2 FEET.
 KY1931
 KY1931                          STATION RECOVERY (1987)
 KY1931
 KY1931'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1917 ***********************************************************************
 KY1917  DESIGNATION -  A 281
 KY1917  PID         -  KY1917
 KY1917  STATE/COUNTY-  OH/STARK
 KY1917  USGS QUAD   -  MASSILLON (1994)
 KY1917
 KY1917                         *CURRENT SURVEY CONTROL
 KY1917  ___________________________________________________________________
 KY1917* NAD 83(1986)-  40 47 39.     (N)    081 31 50.     (W)     SCALED    
 KY1917* NAVD 88     -       297.368  (meters)     975.61   (feet)  ADJUSTED  
 KY1917  ___________________________________________________________________
 KY1917  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KY1917  DYNAMIC HT  -         297.233 (meters)     975.17  (feet)  COMP
 KY1917  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 KY1917
 KY1917  VERT ORDER  -  FIRST     CLASS I
 KY1917
 KY1917.The horizontal coordinates were scaled from a topographic map and have
 KY1917.an estimated accuracy of +/- 6 seconds.
 KY1917
 KY1917.The orthometric height was determined by differential leveling
 KY1917.and adjusted by the National Geodetic Survey in June 1991..
 KY1917.WARNING-Repeat measurements at this control monument indicate possible
 KY1917.vertical movement.
 KY1917
 KY1917.The geoid height was determined by GEOID03.
 KY1917
 KY1917.The dynamic height is computed by dividing the NAVD 88
 KY1917.geopotential number by the normal gravity value computed on the
 KY1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1917.degrees latitude (g = 980.6199 gals.).
 KY1917
 KY1917.The modeled gravity was interpolated from observed gravity values.
 KY1917
 KY1917;                    North         East    Units  Estimated Accuracy
 KY1917;SPC OH N     -   125,660.      681,810.      MT  (+/- 180 meters Scaled)
 KY1917
 KY1917                          SUPERSEDED SURVEY CONTROL
 KY1917
 KY1917  NGVD 29 (06/03/92)  297.557  (m)          976.23   (f) ADJUSTED    1 1
 KY1917
 KY1917.Superseded values are not recommended for survey control.
 KY1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1917.See file dsdata.txt to determine how the superseded data were derived.
 KY1917
 KY1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF552160(NAD 83)
 KY1917_MARKER: DB = BENCH MARK DISK
 KY1917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1917_SP_SET: WALK
 KY1917_STAMPING: A 281 1959
 KY1917_MARK LOGO: CGS   
 KY1917_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1917
 KY1917  HISTORY     - Date     Condition        Report By
 KY1917  HISTORY     - 1959     MONUMENTED       CGS
 KY1917  HISTORY     - 1967     GOOD             NGS
 KY1917  HISTORY     - 1983     GOOD             NGS
 KY1917  HISTORY     - 19910110 GOOD             OHDT
 KY1917  HISTORY     - 20051105 MARK NOT FOUND   USPSQD
 KY1917
 KY1917                          STATION DESCRIPTION
 KY1917
 KY1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1917'AT MASSILLON.
 KY1917'AT MASSILLON, ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE
 KY1917'INTERSECTION OF U.S. HIGHWAY 21, SET IN THE TOP OF THE WALK
 KY1917'DIRECTLY OVER THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF
 KY1917'HIGHWAY OVERPASS OVER THE BALTIMORE AND OHIO RAILROAD AND THE
 KY1917'PENNSYLVANIA RAILROAD, 5 1/2 FEET SOUTHEAST OF SOUTHEAST CURB OF
 KY1917'HIGHWAY, 1/2 FOOT NORTHWEST OF NORTHWEST FACE OF CONCRETE GUARD
 KY1917'RAIL POST AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 KY1917
 KY1917                          STATION RECOVERY (1967)
 KY1917
 KY1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KY1917'RECOVERED IN GOOD CONDITION.
 KY1917
 KY1917                          STATION RECOVERY (1983)
 KY1917
 KY1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY1917'RECOVERED IN GOOD CONDITION.
 KY1917
 KY1917                          STATION RECOVERY (1991)
 KY1917
 KY1917'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (DT)
 KY1917'------ REPORT BY ODOT ----------1990----------- CONDITION - GOOD ----
 KY1917
 KY1917                          STATION RECOVERY (2005)
 KY1917
 KY1917'RECOVERY NOTE BY US POWER SQUADRON 2005
 KY1917'BRIDGE WAS RECONSTRUCTED IN 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0884 ***********************************************************************
 KZ0884  DESIGNATION -  A 282
 KZ0884  PID         -  KZ0884
 KZ0884  STATE/COUNTY-  OH/MORROW
 KZ0884  USGS QUAD   -  MARENGO (1961)
 KZ0884
 KZ0884                         *CURRENT SURVEY CONTROL
 KZ0884  ___________________________________________________________________
 KZ0884* NAD 83(1986)-  40 27 52.     (N)    082 51 03.     (W)     SCALED    
 KZ0884* NAVD 88     -       323.168  (meters)    1060.26   (feet)  ADJUSTED  
 KZ0884  ___________________________________________________________________
 KZ0884  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ0884  DYNAMIC HT  -         323.001 (meters)    1059.71  (feet)  COMP
 KZ0884  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 KZ0884
 KZ0884  VERT ORDER  -  SECOND    CLASS 0
 KZ0884
 KZ0884.The horizontal coordinates were scaled from a topographic map and have
 KZ0884.an estimated accuracy of +/- 6 seconds.
 KZ0884
 KZ0884.The orthometric height was determined by differential leveling
 KZ0884.and adjusted by the National Geodetic Survey in June 1991..
 KZ0884
 KZ0884.The geoid height was determined by GEOID03.
 KZ0884
 KZ0884.The dynamic height is computed by dividing the NAVD 88
 KZ0884.geopotential number by the normal gravity value computed on the
 KZ0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0884.degrees latitude (g = 980.6199 gals.).
 KZ0884
 KZ0884.The modeled gravity was interpolated from observed gravity values.
 KZ0884
 KZ0884;                    North         East    Units  Estimated Accuracy
 KZ0884;SPC OH N     -    88,650.      570,250.      MT  (+/- 180 meters Scaled)
 KZ0884
 KZ0884                          SUPERSEDED SURVEY CONTROL
 KZ0884
 KZ0884  NGVD 29 (??/??/92)  323.325  (m)         1060.78   (f) ADJ UNCH    2 0
 KZ0884
 KZ0884.Superseded values are not recommended for survey control.
 KZ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0884.See file dsdata.txt to determine how the superseded data were derived.
 KZ0884
 KZ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE430809(NAD 83)
 KZ0884_MARKER: DB = BENCH MARK DISK
 KZ0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0884_STAMPING: A 282 1959
 KZ0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0884+STABILITY: SURFACE MOTION
 KZ0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0884+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 KZ0884
 KZ0884  HISTORY     - Date     Condition        Report By
 KZ0884  HISTORY     - 1959     MONUMENTED       CGS
 KZ0884  HISTORY     - 20030728 GOOD             USPSQD
 KZ0884
 KZ0884                          STATION DESCRIPTION
 KZ0884
 KZ0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0884'1.2 MI W FROM FULTON.
 KZ0884'ABOUT 1.15 MILES WEST ALONG ROAD 25 FROM THE CROSSING OF THE
 KZ0884'NEW YORK CENTRAL RAILROAD AT FULTON, 0.55 MILE WEST OF THE
 KZ0884'INTERSECTION OF ROAD 24, 18 FEET NORTH OF THE CENTER LINE OF ROAD,
 KZ0884'1 1/2 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 23 FEET EAST OF A
 KZ0884'BRUSHY FENCE ROW LEADING NORTH-SOUTH, 13 FEET EAST OF THE CENTER
 KZ0884'LINE OF A DRIVE LEADING NORTH INTO A FIELD, ABOUT LEVEL WITH THE
 KZ0884'ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0884
 KZ0884                          STATION RECOVERY (2003)
 KZ0884
 KZ0884'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1292 ***********************************************************************
 KZ1292  DESIGNATION -  A 283
 KZ1292  PID         -  KZ1292
 KZ1292  STATE/COUNTY-  OH/MORROW
 KZ1292  USGS QUAD   -  SHAUCK (1961)
 KZ1292
 KZ1292                         *CURRENT SURVEY CONTROL
 KZ1292  ___________________________________________________________________
 KZ1292* NAD 83(1986)-  40 36 33.     (N)    082 43 43.     (W)     SCALED    
 KZ1292* NAVD 88     -       421.579  (meters)    1383.13   (feet)  ADJUSTED  
 KZ1292  ___________________________________________________________________
 KZ1292  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KZ1292  DYNAMIC HT  -         421.364 (meters)    1382.43  (feet)  COMP
 KZ1292  MODELED GRAV-     980,102.5   (mgal)                       NAVD 88
 KZ1292
 KZ1292  VERT ORDER  -  SECOND    CLASS 0
 KZ1292
 KZ1292.The horizontal coordinates were scaled from a topographic map and have
 KZ1292.an estimated accuracy of +/- 6 seconds.
 KZ1292
 KZ1292.The orthometric height was determined by differential leveling
 KZ1292.and adjusted by the National Geodetic Survey in June 1991..
 KZ1292
 KZ1292.The geoid height was determined by GEOID03.
 KZ1292
 KZ1292.The dynamic height is computed by dividing the NAVD 88
 KZ1292.geopotential number by the normal gravity value computed on the
 KZ1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1292.degrees latitude (g = 980.6199 gals.).
 KZ1292
 KZ1292.The modeled gravity was interpolated from observed gravity values.
 KZ1292
 KZ1292;                    North         East    Units  Estimated Accuracy
 KZ1292;SPC OH N     -   104,690.      580,650.      MT  (+/- 180 meters Scaled)
 KZ1292
 KZ1292                          SUPERSEDED SURVEY CONTROL
 KZ1292
 KZ1292  NGVD 29 (??/??/92)  421.723  (m)         1383.60   (f) ADJ UNCH    2 0
 KZ1292
 KZ1292.Superseded values are not recommended for survey control.
 KZ1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1292.See file dsdata.txt to determine how the superseded data were derived.
 KZ1292
 KZ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE537968(NAD 83)
 KZ1292_MARKER: DB = BENCH MARK DISK
 KZ1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1292_STAMPING: A 283 1959
 KZ1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1292+STABILITY: SURFACE MOTION
 KZ1292
 KZ1292  HISTORY     - Date     Condition        Report By
 KZ1292  HISTORY     - 1959     MONUMENTED       CGS
 KZ1292
 KZ1292                          STATION DESCRIPTION
 KZ1292
 KZ1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1292'2.1 MI N FROM WILLIAMSPORT.
 KZ1292'ABOUT 0.1 MILE NORTHEAST ALONG U.S. HIGHWAY 42 FROM THE CROSSROAD
 KZ1292'INTERSECTION OF STATE HIGHWAY 19 AND ROAD 22 AT WILLIAMSPORT,
 KZ1292'THENCE ABOUT 2.0 MILES NORTH ALONG ROAD 20, 1.05 MILES SOUTH OF
 KZ1292'THE JUNCTION OF ROAD 59 LEADING EAST-WEST, 0.5 MILE SOUTH OF THE
 KZ1292'T JUNCTION OF ROAD 79 LEADING EAST, 86 YARDS NORTH OF THE CENTER
 KZ1292'OF THE JUNCTION OF A DRIVE LEADING EAST TO A HOUSE, 18 FEET WEST
 KZ1292'OF THE CENTER LINE OF ROAD 20, 1 FOOT EAST OF A WIRE FENCE, 3 1/2
 KZ1292'FEET SOUTHEAST OF A PROPERTY LINE FENCE CORNER, 19 FEET NORTH OF
 KZ1292'POWER LINE POLE NO. 5-1-79, 1 FOOT BELOW THE LEVEL OF ROAD 20,
 KZ1292'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS
 KZ1292'MARK CAN BE REACHED BY GOING ABOUT 3.2 MILES WEST ALONG COUNTY
 KZ1292'ROAD 59 FROM THE JUNCTION OF U.S. HIGHWAY 42 AT SHAUCK, THENCE
 KZ1292'ABOUT 1.05 MILES SOUTH ALONG COUNTY ROAD 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0955 ***********************************************************************
 KZ0955  DESIGNATION -  A 284
 KZ0955  PID         -  KZ0955
 KZ0955  STATE/COUNTY-  OH/MORROW
 KZ0955  USGS QUAD   -  MARENGO (1961)
 KZ0955
 KZ0955                         *CURRENT SURVEY CONTROL
 KZ0955  ___________________________________________________________________
 KZ0955* NAD 83(1986)-  40 27 09.     (N)    082 49 22.     (W)     SCALED    
 KZ0955* NAVD 88     -       337.545  (meters)    1107.43   (feet)  ADJUSTED  
 KZ0955  ___________________________________________________________________
 KZ0955  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ0955  DYNAMIC HT  -         337.369 (meters)    1106.85  (feet)  COMP
 KZ0955  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 KZ0955
 KZ0955  VERT ORDER  -  SECOND    CLASS 0
 KZ0955
 KZ0955.The horizontal coordinates were scaled from a topographic map and have
 KZ0955.an estimated accuracy of +/- 6 seconds.
 KZ0955
 KZ0955.The orthometric height was determined by differential leveling
 KZ0955.and adjusted by the National Geodetic Survey in June 1991..
 KZ0955
 KZ0955.The geoid height was determined by GEOID03.
 KZ0955
 KZ0955.The dynamic height is computed by dividing the NAVD 88
 KZ0955.geopotential number by the normal gravity value computed on the
 KZ0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0955.degrees latitude (g = 980.6199 gals.).
 KZ0955
 KZ0955.The modeled gravity was interpolated from observed gravity values.
 KZ0955
 KZ0955;                    North         East    Units  Estimated Accuracy
 KZ0955;SPC OH N     -    87,320.      572,620.      MT  (+/- 180 meters Scaled)
 KZ0955
 KZ0955                          SUPERSEDED SURVEY CONTROL
 KZ0955
 KZ0955  NGVD 29 (??/??/92)  337.698  (m)         1107.93   (f) ADJ UNCH    2 0
 KZ0955
 KZ0955.Superseded values are not recommended for survey control.
 KZ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0955.See file dsdata.txt to determine how the superseded data were derived.
 KZ0955
 KZ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE454795(NAD 83)
 KZ0955_MARKER: DB = BENCH MARK DISK
 KZ0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0955_SP_SET: BRIDGE
 KZ0955_STAMPING: A 284 1959
 KZ0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0955+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 KZ0955
 KZ0955  HISTORY     - Date     Condition        Report By
 KZ0955  HISTORY     - 1959     MONUMENTED       CGS
 KZ0955  HISTORY     - 20030728 GOOD             USPSQD
 KZ0955
 KZ0955                          STATION DESCRIPTION
 KZ0955
 KZ0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0955'0.8 MI S FROM FULTON.
 KZ0955'ABOUT 0.75 MILE SOUTH ALLONG STATE HIGHWAY 61 FROM THE INTERSECTION
 KZ0955'OF ROAD 25 AT FULTON, 0.15 MILE NORTH OF THE CROSSING OF THE NEW
 KZ0955'YORK CENTRAL RAILROAD, 16 FEET EAST OF THE CENTER LINE OF THE
 KZ0955'HIGHWAY, IN TOP OF THE EAST HEAD WALL OF A 10-FOOT CONCRETE
 KZ0955'BRIDGE, 4.8 FEET SOUTH OF THE NORTH END OF THE HEAD WALL, AND
 KZ0955'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KZ0955
 KZ0955                          STATION RECOVERY (2003)
 KZ0955
 KZ0955'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1734 ***********************************************************************
 KZ1734  DESIGNATION -  A 284 RESET
 KZ1734  PID         -  KZ1734
 KZ1734  STATE/COUNTY-  OH/MORROW
 KZ1734  USGS QUAD   -  MARENGO (1961)
 KZ1734
 KZ1734                         *CURRENT SURVEY CONTROL
 KZ1734  ___________________________________________________________________
 KZ1734* NAD 83(1986)-  40 27 09.     (N)    082 49 22.     (W)     SCALED    
 KZ1734* NAVD 88     -       337.01   (+/-2cm)    1105.7    (feet)  VERTCON   
 KZ1734  ___________________________________________________________________
 KZ1734  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ1734
 KZ1734  VERT ORDER  -  THIRD (See Below)
 KZ1734
 KZ1734.The horizontal coordinates were scaled from a topographic map and have
 KZ1734.an estimated accuracy of +/- 6 seconds.
 KZ1734
 KZ1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1734.The vertical order pertains to the NGVD 29 superseded value.
 KZ1734
 KZ1734.The geoid height was determined by GEOID03.
 KZ1734
 KZ1734;                    North         East    Units  Estimated Accuracy
 KZ1734;SPC OH N     -    87,320.      572,620.      MT  (+/- 180 meters Scaled)
 KZ1734
 KZ1734                          SUPERSEDED SURVEY CONTROL
 KZ1734
 KZ1734  NGVD 29 (10/13/05)  337.17   (m)         1106.2    (f) RESET       3  
 KZ1734
 KZ1734.Superseded values are not recommended for survey control.
 KZ1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1734.See file dsdata.txt to determine how the superseded data were derived.
 KZ1734
 KZ1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE454795(NAD 83)
 KZ1734_MARKER: DB = BENCH MARK DISK
 KZ1734_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KZ1734_SP_SET: CULVERT
 KZ1734_STAMPING: A 284 RESET 1979
 KZ1734_MARK LOGO: CGS   
 KZ1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1734+STABILITY: SURFACE MOTION
 KZ1734
 KZ1734  HISTORY     - Date     Condition        Report By
 KZ1734  HISTORY     - 1979     MONUMENTED       OHHD
 KZ1734
 KZ1734                          STATION DESCRIPTION
 KZ1734
 KZ1734'DESCRIBED BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1979
 KZ1734'0.75 MI SOUTH FROM FULTON.
 KZ1734'0.75 MILE SOUTH ALONG STATE HIGHWAY 61 FROM THE INTERSECTION IN
 KZ1734'FULTON, 0.15 MILE NORTH OF THE CROSSING OF THE NORTH CENTRAL
 KZ1734'RAILROAD, AND ON THE NORTHEAST CORNER OF BRIDGE NUMBER 0680.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0920 ***********************************************************************
 KZ0920  DESIGNATION -  A 285
 KZ0920  PID         -  KZ0920
 KZ0920  STATE/COUNTY-  OH/KNOX
 KZ0920  USGS QUAD   -  FREDERICKTOWN (1984)
 KZ0920
 KZ0920                         *CURRENT SURVEY CONTROL
 KZ0920  ___________________________________________________________________
 KZ0920* NAD 83(1986)-  40 26 29.     (N)    082 36 21.     (W)     SCALED    
 KZ0920* NAVD 88     -       339.853  (meters)    1115.00   (feet)  ADJUSTED  
 KZ0920  ___________________________________________________________________
 KZ0920  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KZ0920  DYNAMIC HT  -         339.675 (meters)    1114.42  (feet)  COMP
 KZ0920  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 KZ0920
 KZ0920  VERT ORDER  -  SECOND    CLASS 0
 KZ0920
 KZ0920.The horizontal coordinates were scaled from a topographic map and have
 KZ0920.an estimated accuracy of +/- 6 seconds.
 KZ0920
 KZ0920.The orthometric height was determined by differential leveling
 KZ0920.and adjusted by the National Geodetic Survey in June 1991..
 KZ0920
 KZ0920.The geoid height was determined by GEOID03.
 KZ0920
 KZ0920.The dynamic height is computed by dividing the NAVD 88
 KZ0920.geopotential number by the normal gravity value computed on the
 KZ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0920.degrees latitude (g = 980.6199 gals.).
 KZ0920
 KZ0920.The modeled gravity was interpolated from observed gravity values.
 KZ0920
 KZ0920;                    North         East    Units  Estimated Accuracy
 KZ0920;SPC OH N     -    86,040.      591,020.      MT  (+/- 180 meters Scaled)
 KZ0920
 KZ0920                          SUPERSEDED SURVEY CONTROL
 KZ0920
 KZ0920  NGVD 29 (??/??/92)  340.005  (m)         1115.50   (f) ADJ UNCH    2 0
 KZ0920
 KZ0920.Superseded values are not recommended for survey control.
 KZ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0920.See file dsdata.txt to determine how the superseded data were derived.
 KZ0920
 KZ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE638779(NAD 83)
 KZ0920_MARKER: DB = BENCH MARK DISK
 KZ0920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0920_SP_SET: ABUTMENT
 KZ0920_STAMPING: A 285 1959
 KZ0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0920
 KZ0920  HISTORY     - Date     Condition        Report By
 KZ0920  HISTORY     - 1959     MONUMENTED       CGS
 KZ0920  HISTORY     - 1967     GOOD             NGS
 KZ0920
 KZ0920                          STATION DESCRIPTION
 KZ0920
 KZ0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0920'4.6 MI SW FROM FREDERICKTOWN.
 KZ0920'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 13 (MAIN STREET)
 KZ0920'FROM THE MUNICIPAL BUILDING AT FREDERICKTOWN, THENCE ABOUT 4.4
 KZ0920'MILES SOUTHWEST ALONG KNOX COUNTY ROAD 11, 0.8 MILE
 KZ0920'WEST-SOUTHWEST OF THE T JUNCTION OF ROAD NO. 1 LEADING
 KZ0920'SOUTH, 13 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KZ0920'IN TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A
 KZ0920'BRIDGE OVER MILL CREEK, AND ABOUT LEVEL WITH BRIDGE FLOOR.
 KZ0920
 KZ0920                          STATION RECOVERY (1967)
 KZ0920
 KZ0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0983 ***********************************************************************
 KZ0983  DESIGNATION -  A 286
 KZ0983  PID         -  KZ0983
 KZ0983  STATE/COUNTY-  OH/MORROW
 KZ0983  USGS QUAD   -  CHESTERVILLE (1961)
 KZ0983
 KZ0983                         *CURRENT SURVEY CONTROL
 KZ0983  ___________________________________________________________________
 KZ0983* NAD 83(1986)-  40 28 55.     (N)    082 40 59.     (W)     SCALED    
 KZ0983* NAVD 88     -       354.440  (meters)    1162.86   (feet)  ADJUSTED  
 KZ0983  ___________________________________________________________________
 KZ0983  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KZ0983  DYNAMIC HT  -         354.256 (meters)    1162.25  (feet)  COMP
 KZ0983  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 KZ0983
 KZ0983  VERT ORDER  -  SECOND    CLASS 0
 KZ0983
 KZ0983.The horizontal coordinates were scaled from a topographic map and have
 KZ0983.an estimated accuracy of +/- 6 seconds.
 KZ0983
 KZ0983.The orthometric height was determined by differential leveling
 KZ0983.and adjusted by the National Geodetic Survey in June 1991..
 KZ0983
 KZ0983.The geoid height was determined by GEOID03.
 KZ0983
 KZ0983.The dynamic height is computed by dividing the NAVD 88
 KZ0983.geopotential number by the normal gravity value computed on the
 KZ0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0983.degrees latitude (g = 980.6199 gals.).
 KZ0983
 KZ0983.The modeled gravity was interpolated from observed gravity values.
 KZ0983
 KZ0983;                    North         East    Units  Estimated Accuracy
 KZ0983;SPC OH N     -    90,550.      584,480.      MT  (+/- 180 meters Scaled)
 KZ0983
 KZ0983                          SUPERSEDED SURVEY CONTROL
 KZ0983
 KZ0983  NGVD 29 (??/??/92)  354.611  (m)         1163.42   (f) ADJ UNCH    2 0
 KZ0983
 KZ0983.Superseded values are not recommended for survey control.
 KZ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0983.See file dsdata.txt to determine how the superseded data were derived.
 KZ0983
 KZ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE573826(NAD 83)
 KZ0983_MARKER: DB = BENCH MARK DISK
 KZ0983_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0983_SP_SET: FOUNDATION
 KZ0983_STAMPING: A 286 1959
 KZ0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ0983+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 KZ0983
 KZ0983  HISTORY     - Date     Condition        Report By
 KZ0983  HISTORY     - 1959     MONUMENTED       CGS
 KZ0983  HISTORY     - 20051126 GOOD             GEOCAC
 KZ0983
 KZ0983                          STATION DESCRIPTION
 KZ0983
 KZ0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0983'AT CHESTERVILLE.
 KZ0983'AT CHESTERVILLE, ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 314
 KZ0983'FROM THE INTERSECTION OF STATE HIGHWAY 95, 70 YARDS EAST OF THE
 KZ0983'CENTER LINE OF HIGHWAY 314, SET VERTICALLY IN THE WEST FACE OF
 KZ0983'CONCRETE FOUNDATION OF TWO-STORY RED BRICK CHESTER TOWNSHIP
 KZ0983'SCHOOL, 1.8 FEET NORTH OF THE SOUTHWEST CORNER OF BUILDING, AND
 KZ0983'0.9 FOOT ABOVE THE LEVEL OF THE GROUND.
 KZ0983
 KZ0983                          STATION RECOVERY (2005)
 KZ0983
 KZ0983'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 KZ0983'N 40 28.930 W 82 40.930 (CONSUMER-GRADE GPS)
 KZ0983'THE SCHOOL IS NOW HIGHLAND NORTH ELEMENTARY SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1761 ***********************************************************************
 KY1761  DESIGNATION -  A 287
 KY1761  PID         -  KY1761
 KY1761  STATE/COUNTY-  OH/HOLMES
 KY1761  USGS QUAD   -  BERLIN (1994)
 KY1761
 KY1761                         *CURRENT SURVEY CONTROL
 KY1761  ___________________________________________________________________
 KY1761* NAD 83(1986)-  40 34 31.     (N)    081 46 43.     (W)     SCALED    
 KY1761* NAVD 88     -       367.829  (meters)    1206.79   (feet)  ADJUSTED  
 KY1761  ___________________________________________________________________
 KY1761  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KY1761  DYNAMIC HT  -         367.650 (meters)    1206.20  (feet)  COMP
 KY1761  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 KY1761
 KY1761  VERT ORDER  -  SECOND    CLASS 0
 KY1761
 KY1761.The horizontal coordinates were scaled from a topographic map and have
 KY1761.an estimated accuracy of +/- 6 seconds.
 KY1761
 KY1761.The orthometric height was determined by differential leveling
 KY1761.and adjusted by the National Geodetic Survey in June 1991..
 KY1761
 KY1761.The geoid height was determined by GEOID03.
 KY1761
 KY1761.The dynamic height is computed by dividing the NAVD 88
 KY1761.geopotential number by the normal gravity value computed on the
 KY1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1761.degrees latitude (g = 980.6199 gals.).
 KY1761
 KY1761.The modeled gravity was interpolated from observed gravity values.
 KY1761
 KY1761;                    North         East    Units  Estimated Accuracy
 KY1761;SPC OH N     -   101,150.      661,080.      MT  (+/- 180 meters Scaled)
 KY1761
 KY1761                          SUPERSEDED SURVEY CONTROL
 KY1761
 KY1761  NGVD 29 (??/??/92)  368.032  (m)         1207.45   (f) ADJ UNCH    2 0
 KY1761
 KY1761.Superseded values are not recommended for survey control.
 KY1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1761.See file dsdata.txt to determine how the superseded data were derived.
 KY1761
 KY1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME340919(NAD 83)
 KY1761_MARKER: DB = BENCH MARK DISK
 KY1761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1761_SP_SET: CULVERT
 KY1761_STAMPING: A 287 1959
 KY1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1761
 KY1761  HISTORY     - Date     Condition        Report By
 KY1761  HISTORY     - 1959     MONUMENTED       CGS
 KY1761
 KY1761                          STATION DESCRIPTION
 KY1761
 KY1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1761'1.3 MI NE FROM BERLIN.
 KY1761'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION
 KY1761'OF STATE HIGHWAY 39 AT BERLIN, 0.2 MILE NORTHEAST OF THE INTERSECTION
 KY1761'OF ROAD 77, 24 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY,
 KY1761'14 YARDS NORTHEAST OF THE CENTER LINE OF A BLACK TOP DRIVE
 KY1761'LEADING SOUTHEAST AND UPHILL TO A FARMHOUSE, IN TOP OF THE NORTHEAST
 KY1761'END OF THE SOUTHEAST HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT
 KY1761'(NO. HOL 62 2890), AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 KY1761'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0961 ***********************************************************************
 KY0961  DESIGNATION -  A 288
 KY0961  PID         -  KY0961
 KY0961  STATE/COUNTY-  OH/WAYNE
 KY0961  USGS QUAD   -  RITTMAN (1994)
 KY0961
 KY0961                         *CURRENT SURVEY CONTROL
 KY0961  ___________________________________________________________________
 KY0961* NAD 83(1986)-  40 54 06.     (N)    081 50 56.     (W)     SCALED    
 KY0961* NAVD 88     -       354.438  (meters)    1162.85   (feet)  ADJUSTED  
 KY0961  ___________________________________________________________________
 KY0961  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KY0961  DYNAMIC HT  -         354.281 (meters)    1162.34  (feet)  COMP
 KY0961  MODELED GRAV-     980,168.9   (mgal)                       NAVD 88
 KY0961
 KY0961  VERT ORDER  -  SECOND    CLASS 0
 KY0961
 KY0961.The horizontal coordinates were scaled from a topographic map and have
 KY0961.an estimated accuracy of +/- 6 seconds.
 KY0961
 KY0961.The orthometric height was determined by differential leveling
 KY0961.and adjusted by the National Geodetic Survey in June 1991..
 KY0961
 KY0961.The geoid height was determined by GEOID03.
 KY0961
 KY0961.The dynamic height is computed by dividing the NAVD 88
 KY0961.geopotential number by the normal gravity value computed on the
 KY0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0961.degrees latitude (g = 980.6199 gals.).
 KY0961
 KY0961.The modeled gravity was interpolated from observed gravity values.
 KY0961
 KY0961;                    North         East    Units  Estimated Accuracy
 KY0961;SPC OH N     -   137,350.      654,860.      MT  (+/- 180 meters Scaled)
 KY0961
 KY0961                          SUPERSEDED SURVEY CONTROL
 KY0961
 KY0961  NGVD 29 (??/??/92)  354.663  (m)         1163.59   (f) ADJ UNCH    2 0
 KY0961
 KY0961.Superseded values are not recommended for survey control.
 KY0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0961.See file dsdata.txt to determine how the superseded data were derived.
 KY0961
 KY0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF285281(NAD 83)
 KY0961_MARKER: DB = BENCH MARK DISK
 KY0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0961_STAMPING: A 288 1959
 KY0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0961+STABILITY: SURFACE MOTION
 KY0961
 KY0961  HISTORY     - Date     Condition        Report By
 KY0961  HISTORY     - 1959     MONUMENTED       CGS
 KY0961
 KY0961                          STATION DESCRIPTION
 KY0961
 KY0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY0961'6.2 MI W FROM MARSHALLVILLE.
 KY0961'ABOUT 6.15 MILES WEST ALONG COUNTY ROAD 27 FROM THE INTERSECTION
 KY0961'OF STATE HIGHWAY 548 AT MARSHALLVILLE, 0.65 MILE EAST OF THE
 KY0961'JUNCTION OF ROAD 73 LEADING SOUTH, 0.55 MILE EAST OF THE JUNCTION
 KY0961'OF ROAD 73 LEADING NORTH, 0.4 MILE WEST OF THE JUNCTION OF
 KY0961'ROAD 44 LEADING SOUTH, 0.45 MILE WEST OF THE JUNCTION OF ROAD 44
 KY0961'LEADING NORTH, 0.15 MILE WEST OF THE TOP OF GRADES, 19 1/2
 KY0961'FEET SOUTH OF THE CENTER LINE OF ROAD 27, 3 1/2 FEET
 KY0961'EAST-NORTHEAST OF A LONE FENCE POST, 2 FEET WEST OF A STEEL
 KY0961'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A
 KY0961'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1795 ***********************************************************************
 KY1795  DESIGNATION -  A 289
 KY1795  PID         -  KY1795
 KY1795  STATE/COUNTY-  OH/WAYNE
 KY1795  USGS QUAD   -  CRESTON (1994)
 KY1795
 KY1795                         *CURRENT SURVEY CONTROL
 KY1795  ___________________________________________________________________
 KY1795* NAD 83(1986)-  40 58 25.     (N)    081 53 59.     (W)     SCALED    
 KY1795* NAVD 88     -       298.504  (meters)     979.34   (feet)  ADJUSTED  
 KY1795  ___________________________________________________________________
 KY1795  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KY1795  DYNAMIC HT  -         298.371 (meters)     978.91  (feet)  COMP
 KY1795  MODELED GRAV-     980,172.0   (mgal)                       NAVD 88
 KY1795
 KY1795  VERT ORDER  -  SECOND    CLASS 0
 KY1795
 KY1795.The horizontal coordinates were scaled from a topographic map and have
 KY1795.an estimated accuracy of +/- 6 seconds.
 KY1795
 KY1795.The orthometric height was determined by differential leveling
 KY1795.and adjusted by the National Geodetic Survey in June 1991..
 KY1795
 KY1795.The geoid height was determined by GEOID03.
 KY1795
 KY1795.The dynamic height is computed by dividing the NAVD 88
 KY1795.geopotential number by the normal gravity value computed on the
 KY1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1795.degrees latitude (g = 980.6199 gals.).
 KY1795
 KY1795.The modeled gravity was interpolated from observed gravity values.
 KY1795
 KY1795;                    North         East    Units  Estimated Accuracy
 KY1795;SPC OH N     -   145,310.      650,520.      MT  (+/- 180 meters Scaled)
 KY1795
 KY1795                          SUPERSEDED SURVEY CONTROL
 KY1795
 KY1795  NGVD 29 (??/??/92)  298.713  (m)          980.03   (f) ADJ UNCH    2 0
 KY1795
 KY1795.Superseded values are not recommended for survey control.
 KY1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1795.See file dsdata.txt to determine how the superseded data were derived.
 KY1795
 KY1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF243362(NAD 83)
 KY1795_MARKER: DB = BENCH MARK DISK
 KY1795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1795_SP_SET: ABUTMENT
 KY1795_STAMPING: A 289 1959
 KY1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1795
 KY1795  HISTORY     - Date     Condition        Report By
 KY1795  HISTORY     - 1959     MONUMENTED       CGS
 KY1795  HISTORY     - 1971     GOOD             OHDT
 KY1795
 KY1795                          STATION DESCRIPTION
 KY1795
 KY1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1795'0.8 MI SW FROM CRESTON.
 KY1795'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE POST
 KY1795'OFFICE AT CRESTON, 0.55 MILE SOUTH OF THE PUBLIC SCHOOL AT CRESTON,
 KY1795'0.95 MILE NORTH OF THE INTERSECTION OF ROAD 504 AT JACKSON, 20 1/2
 KY1795'FEET WEST OF THE CENTER LINE OF HIGHWAY, IN TOP OF THE WEST END
 KY1795'OF THE NORTH ABUTMENT OF A 12-FOOT CONCRETE BRIDGE, 0.9 FOOT
 KY1795'WEST OF THE CONCRETE BANISTER, AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 KY1795'OF THE HIGHWAY.
 KY1795
 KY1795                          STATION RECOVERY (1971)
 KY1795
 KY1795'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1495 ***********************************************************************
 KZ1495  DESIGNATION -  A 29
 KZ1495  PID         -  KZ1495
 KZ1495  STATE/COUNTY-  OH/WYANDOT
 KZ1495  USGS QUAD   -  MEEKER (1984)
 KZ1495
 KZ1495                         *CURRENT SURVEY CONTROL
 KZ1495  ___________________________________________________________________
 KZ1495* NAD 83(1986)-  40 44 50.     (N)    083 15 24.     (W)     SCALED    
 KZ1495* NAVD 88     -       274.880  (meters)     901.84   (feet)  ADJUSTED  
 KZ1495  ___________________________________________________________________
 KZ1495  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 KZ1495  DYNAMIC HT  -         274.745 (meters)     901.39  (feet)  COMP
 KZ1495  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 KZ1495
 KZ1495  VERT ORDER  -  SECOND    CLASS 0
 KZ1495
 KZ1495.The horizontal coordinates were scaled from a topographic map and have
 KZ1495.an estimated accuracy of +/- 6 seconds.
 KZ1495
 KZ1495.The orthometric height was determined by differential leveling
 KZ1495.and adjusted by the National Geodetic Survey in June 1991..
 KZ1495
 KZ1495.The geoid height was determined by GEOID03.
 KZ1495
 KZ1495.The dynamic height is computed by dividing the NAVD 88
 KZ1495.geopotential number by the normal gravity value computed on the
 KZ1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1495.degrees latitude (g = 980.6199 gals.).
 KZ1495
 KZ1495.The modeled gravity was interpolated from observed gravity values.
 KZ1495
 KZ1495;                    North         East    Units  Estimated Accuracy
 KZ1495;SPC OH N     -   120,270.      536,100.      MT  (+/- 180 meters Scaled)
 KZ1495
 KZ1495                          SUPERSEDED SURVEY CONTROL
 KZ1495
 KZ1495  NGVD 29 (??/??/92)  275.014  (m)          902.28   (f) ADJ UNCH    2 0
 KZ1495
 KZ1495.Superseded values are not recommended for survey control.
 KZ1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1495.See file dsdata.txt to determine how the superseded data were derived.
 KZ1495
 KZ1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF094131(NAD 83)
 KZ1495_MARKER: DD = SURVEY DISK
 KZ1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1495_STAMPING: A 29
 KZ1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1495+STABILITY: SURFACE MOTION
 KZ1495
 KZ1495  HISTORY     - Date     Condition        Report By
 KZ1495  HISTORY     - UNK      MONUMENTED       OHGS
 KZ1495  HISTORY     - 1936     GOOD             NGS
 KZ1495
 KZ1495                          STATION DESCRIPTION
 KZ1495
 KZ1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1495'0.6 MI N FROM HARPSTER.
 KZ1495'0.6 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 KZ1495'STATION AT HARPSTER, WYANDOT COUNTY, 83 YARDS NORTHEAST OF THE
 KZ1495'CENTER OF A TARVIA-HIGHWAY CROSSING, 21.3 FEET SOUTHEAST OF THE
 KZ1495'CENTERLINE OF THE HIGHWAY, 1.4 FEET NORTHWEST OF THE FENCE, AND
 KZ1495'ABOUT ONE FOOT ABOVE THE LEVEL OF THE HIGHWAY.  A STATE SURVEY
 KZ1495'STANDARD DISK, STAMPED A 29 AND SET IN THE TOP OF A CONCRETE
 KZ1495'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0812 ***********************************************************************
 KZ0812  DESIGNATION -  A 29
 KZ0812  PID         -  KZ0812
 KZ0812  STATE/COUNTY-  OH/LICKING
 KZ0812  USGS QUAD   -  OLIVE GREEN (1973)
 KZ0812
 KZ0812                         *CURRENT SURVEY CONTROL
 KZ0812  ___________________________________________________________________
 KZ0812* NAD 83(1986)-  40 16 29.     (N)    082 45 03.     (W)     SCALED    
 KZ0812* NAVD 88     -       352.036  (meters)    1154.97   (feet)  ADJUSTED  
 KZ0812  ___________________________________________________________________
 KZ0812  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KZ0812  DYNAMIC HT  -         351.846 (meters)    1154.35  (feet)  COMP
 KZ0812  MODELED GRAV-     980,074.5   (mgal)                       NAVD 88
 KZ0812
 KZ0812  VERT ORDER  -  SECOND    CLASS 0
 KZ0812
 KZ0812.The horizontal coordinates were scaled from a topographic map and have
 KZ0812.an estimated accuracy of +/- 6 seconds.
 KZ0812
 KZ0812.The orthometric height was determined by differential leveling
 KZ0812.and adjusted by the National Geodetic Survey in June 1991..
 KZ0812
 KZ0812.The geoid height was determined by GEOID03.
 KZ0812
 KZ0812.The dynamic height is computed by dividing the NAVD 88
 KZ0812.geopotential number by the normal gravity value computed on the
 KZ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0812.degrees latitude (g = 980.6199 gals.).
 KZ0812
 KZ0812.The modeled gravity was interpolated from observed gravity values.
 KZ0812
 KZ0812;                    North         East    Units  Estimated Accuracy
 KZ0812;SPC OH S     -   252,570.      578,670.      MT  (+/- 180 meters Scaled)
 KZ0812
 KZ0812                          SUPERSEDED SURVEY CONTROL
 KZ0812
 KZ0812  NGVD 29 (??/??/92)  352.174  (m)         1155.42   (f) ADJ UNCH    2 0
 KZ0812
 KZ0812.Superseded values are not recommended for survey control.
 KZ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0812.See file dsdata.txt to determine how the superseded data were derived.
 KZ0812
 KZ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE511597(NAD 83)
 KZ0812_MARKER: DB = BENCH MARK DISK
 KZ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0812_STAMPING: A 29 1934
 KZ0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0812+STABILITY: SURFACE MOTION
 KZ0812
 KZ0812  HISTORY     - Date     Condition        Report By
 KZ0812  HISTORY     - 1934     MONUMENTED       CGS
 KZ0812  HISTORY     - 1959     GOOD             NGS
 KZ0812  HISTORY     - 1960     GOOD             NGS
 KZ0812
 KZ0812                          STATION DESCRIPTION
 KZ0812
 KZ0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0812'2.2 MI NE FROM CONDIT STATION.
 KZ0812'ABOUT 2.25 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KZ0812'THE CROSSING OF ROAD 605 AT CONDIT STATION, 223 YARDS NORTHEAST
 KZ0812'OF MILEPOST 117, 26.7 FEET NORTHWEST OF THE NORTHWEST RAIL,
 KZ0812'7 1/2 FEET NORTHEAST OF A TALL TELEPHONE POLE, 27 1/2 FEET EAST
 KZ0812'OF THE CENTER LINE OF A GRAVEL ROAD NORTH-SOUTH (ROAD NO. 51)
 KZ0812'AND THE LICKING-DELAWARE COUNTY LINE, ABOUT 100 YARDS SOUTH OF
 KZ0812'LICKING-KNOX COUNTY LINE, 3 FEET SOUTHEAST OF A WIRE FENCE, ABOUT
 KZ0812'1/2 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 KZ0812'CONCRETE POST PROJECTING 4 INCHES.
 KZ0812
 KZ0812                          STATION RECOVERY (1960)
 KZ0812
 KZ0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KZ0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0005 ***********************************************************************
 LA0005  CBN         -  This is a Cooperative Base Network Control Station.
 LA0005  PACS        -  This is a Primary Airport Control Station.
 LA0005  DESIGNATION -  A 290
 LA0005  PID         -  LA0005
 LA0005  STATE/COUNTY-  OH/ALLEN
 LA0005  USGS QUAD   -  LIMA (1983)
 LA0005
 LA0005                         *CURRENT SURVEY CONTROL
 LA0005  ___________________________________________________________________
 LA0005* NAD 83(1995)-  40 42 16.17199(N)    084 01 36.30285(W)     ADJUSTED  
 LA0005* NAVD 88     -       294.730  (meters)     966.96   (feet)  ADJUSTED  
 LA0005  ___________________________________________________________________
 LA0005  X           -     503,904.881 (meters)                     COMP
 LA0005  Y           -  -4,815,963.216 (meters)                     COMP
 LA0005  Z           -   4,137,770.560 (meters)                     COMP
 LA0005  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 LA0005  ELLIP HEIGHT-         260.15  (meters)          (03/08/05) GPS OBS
 LA0005  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 LA0005  DYNAMIC HT  -         294.582 (meters)     966.47  (feet)  COMP
 LA0005  MODELED GRAV-     980,116.8   (mgal)                       NAVD 88
 LA0005
 LA0005  HORZ ORDER  -  B
 LA0005  VERT ORDER  -  SECOND    CLASS 0
 LA0005  ELLP ORDER  -  FOURTH    CLASS II
 LA0005
 LA0005.This mark is at Lima Allen County Airport (AOH)
 LA0005
 LA0005.The horizontal coordinates were established by GPS observations
 LA0005.and adjusted by the National Geodetic Survey in August 1996..
 LA0005
 LA0005.The orthometric height was determined by differential leveling
 LA0005.and adjusted by the National Geodetic Survey in June 1991..
 LA0005
 LA0005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0005
 LA0005.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0005
 LA0005.The ellipsoidal height was determined by GPS observations
 LA0005.and is referenced to NAD 83.
 LA0005
 LA0005.The geoid height was determined by GEOID03.
 LA0005
 LA0005.The dynamic height is computed by dividing the NAVD 88
 LA0005.geopotential number by the normal gravity value computed on the
 LA0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0005.degrees latitude (g = 980.6199 gals.).
 LA0005
 LA0005.The modeled gravity was interpolated from observed gravity values.
 LA0005
 LA0005;                    North         East     Units Scale Factor Converg.
 LA0005;SPC OH N     -   116,375.630   470,986.415   MT  0.99995912   -1 00 10.8
 LA0005;UTM  16      - 4,510,206.164   751,185.328   MT  1.00037667   +1 56 24.1
 LA0005;UTM  17      - 4,510,360.668   244,294.135   MT  1.00040488   -1 58 30.0
 LA0005
 LA0005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0005!SPC OH N     -   0.99995919  x   0.99995912  =   0.99991831
 LA0005!UTM  16      -   0.99995919  x   1.00037667  =   1.00033585
 LA0005!UTM  17      -   0.99995919  x   1.00040488  =   1.00036406
 LA0005
 LA0005|---------------------------------------------------------------------|
 LA0005| PID    Reference Object                     Distance      Geod. Az  |
 LA0005|                                                           dddmmss.s |
 LA0005| LA0004 AOH ARP                             310.194 METERS 00205     |
 LA0005|---------------------------------------------------------------------|
 LA0005
 LA0005                          SUPERSEDED SURVEY CONTROL
 LA0005
 LA0005  ELLIP H (08/20/96)  260.18   (m)                       GP(       ) 4 2
 LA0005  NAVD 88 (08/20/96)  294.73   (m)          967.0    (f) LEVELING    3  
 LA0005  NGVD 29 (??/??/92)  294.900  (m)          967.52   (f) ADJ UNCH    2 0
 LA0005
 LA0005.Superseded values are not recommended for survey control.
 LA0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0005.See file dsdata.txt to determine how the superseded data were derived.
 LA0005
 LA0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL5118510206(NAD 83)
 LA0005_MARKER: DB = BENCH MARK DISK
 LA0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0005_STAMPING: A 290 1934
 LA0005_MARK LOGO: CGS   
 LA0005_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0005+STABILITY: SURFACE MOTION
 LA0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0005+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1999
 LA0005
 LA0005  HISTORY     - Date     Condition        Report By
 LA0005  HISTORY     - 1964     MONUMENTED       CGS
 LA0005  HISTORY     - 1987     GOOD             USPSQD
 LA0005  HISTORY     - 19951109 GOOD             NGS
 LA0005  HISTORY     - 19991201 GOOD             NGS
 LA0005
 LA0005                          STATION DESCRIPTION
 LA0005
 LA0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LA0005'4.3 MI E FROM LIMA.
 LA0005'THE STATION IS LOCATED AT THE ALLEN COUNTY AIRPORT, IN THE CIRCLING
 LA0005'AREA SOUTH OF THE PASSENGER TERMINAL BUILDING, 150.8 FEET WEST
 LA0005'OF THE CENTER OF THE AIRPORT BEACON, 92.3 FEET SOUTH OF THE MAIN
 LA0005'ENTRANCE TO THE PASSENGER TERMINAL, 10.0 FEET SOUTH OF THE FLAG
 LA0005'POLE.  THE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST FLUSH
 LA0005'WITH THE GROUND.
 LA0005
 LA0005                          STATION RECOVERY (1987)
 LA0005
 LA0005'RECOVERY NOTE BY US POWER SQUADRON 1987 (PMB)
 LA0005'RECOVERED IN GOOD CONDITION.
 LA0005
 LA0005                          STATION RECOVERY (1995)
 LA0005
 LA0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 LA0005'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 4 KM
 LA0005'(2.50 MI) SOUTHEAST OF LIMA AT THE ALLEN COUNTY AIRPORT, ALONG THE
 LA0005'NORTH SIDE OF RUNWAY 9-27, IN THE GRASS ISLAND CREATED BY THE CIRCLE
 LA0005'DRIVE ON THE SOUTH SIDE OF THE TERMINAL.  OWNERSHIP--ALLEN COUNTY,
 LA0005'ALLEN COUNTY AIRPORT, 700 AIRPORT DRIVE, LIMA, OH.  45804.  PHONE
 LA0005'419-227-3225.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 LA0005'INTERSTATE HIGHWAY 7 AND FOURTH STREET (EXIT 124) ON THE SOUTH SIDE OF
 LA0005'LIMA, GO EAST ON FOURTH STREET FOR 1.37 KM (0.85 MI) TO THE T-JUNCTION
 LA0005'OF BOWMAN ROAD.  TURN RIGHT, SOUTH, ON BOWMAN ROAD FOR 1.61 KM (1.00
 LA0005'MI) TO A PAVED CROSSROAD (HANTHORNE ROAD) .  TURN LEFT, EAST, ON
 LA0005'HANTHORNE ROAD FOR 1.93 KM (1.20 MI) TO THE AIRPORT ENTRANCE ROAD ON
 LA0005'THE LEFT.  TURN LEFT, NORTH, ON AIRPORT DRIVE FOR 0.16 KM (0.10 MI) TO
 LA0005'A PAVED Y-JUNCTION RIGHT.  TURN RIGHT, NORTHEAST, ON THE DRIVE FOR
 LA0005'0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET IN
 LA0005'THE TOP OF A 30 CM SQUARE CONCRETE POST SET FLUSH WITH THE GROUND.  IT
 LA0005'IS 28.2 M (92.5 FT) SOUTH OF THE SOUTH ENTRANCE OF THE TERMINAL, 27.2
 LA0005'M (89.2 FT) NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST AT A POWER
 LA0005'POLE WITH A LIGHT, AND 3.1 M (10.2 FT) SOUTH OF THE FLAGPOLE.
 LA0005'DESCRIBED BY D.G.  AUG
 LA0005
 LA0005                          STATION RECOVERY (1999)
 LA0005
 LA0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 LA0005'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0007 ***********************************************************************
 LA0007  DESIGNATION -  A 293
 LA0007  PID         -  LA0007
 LA0007  STATE/COUNTY-  OH/ALLEN
 LA0007  USGS QUAD   -  LIMA (1983)
 LA0007
 LA0007                         *CURRENT SURVEY CONTROL
 LA0007  ___________________________________________________________________
 LA0007* NAD 83(1986)-  40 43 15.     (N)    084 03 07.     (W)     SCALED    
 LA0007* NAVD 88     -       281.781  (meters)     924.48   (feet)  ADJUSTED  
 LA0007  ___________________________________________________________________
 LA0007  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 LA0007  DYNAMIC HT  -         281.641 (meters)     924.02  (feet)  COMP
 LA0007  MODELED GRAV-     980,120.8   (mgal)                       NAVD 88
 LA0007
 LA0007  VERT ORDER  -  SECOND    CLASS 0
 LA0007
 LA0007.The horizontal coordinates were scaled from a topographic map and have
 LA0007.an estimated accuracy of +/- 6 seconds.
 LA0007
 LA0007.The orthometric height was determined by differential leveling
 LA0007.and adjusted by the National Geodetic Survey in June 1991..
 LA0007
 LA0007.The geoid height was determined by GEOID03.
 LA0007
 LA0007.The dynamic height is computed by dividing the NAVD 88
 LA0007.geopotential number by the normal gravity value computed on the
 LA0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0007.degrees latitude (g = 980.6199 gals.).
 LA0007
 LA0007.The modeled gravity was interpolated from observed gravity values.
 LA0007
 LA0007;                    North         East    Units  Estimated Accuracy
 LA0007;SPC OH N     -   118,230.      468,890.      MT  (+/- 180 meters Scaled)
 LA0007
 LA0007                          SUPERSEDED SURVEY CONTROL
 LA0007
 LA0007  NGVD 29 (??/??/92)  281.955  (m)          925.05   (f) ADJ UNCH    2 0
 LA0007
 LA0007.Superseded values are not recommended for survey control.
 LA0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0007.See file dsdata.txt to determine how the superseded data were derived.
 LA0007
 LA0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL489119(NAD 83)
 LA0007_MARKER: DB = BENCH MARK DISK
 LA0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0007_STAMPING: A 293 1960
 LA0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0007+STABILITY: SURFACE MOTION
 LA0007
 LA0007  HISTORY     - Date     Condition        Report By
 LA0007  HISTORY     - 1960     MONUMENTED       CGS
 LA0007  HISTORY     - 1987     GOOD             USPSQD
 LA0007
 LA0007                          STATION DESCRIPTION
 LA0007
 LA0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LA0007'2.9 MI E FROM LIMA.
 LA0007'ABOUT 2.9 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0007'LIMA, 0.15 MILE WEST OF MILEPOST M 49, AT THE CROSSING OF BOWMAN
 LA0007'ROAD, 75 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 96 1/2
 LA0007'FEET SOUTH OF THE SOUTH RAIL OF NORTH TRACK, 26 FEET EAST OF THE
 LA0007'CENTER LINE OF ROAD, 1 FOOT NORTH OF A WIRE FENCE, 4 1/2 FEET
 LA0007'EAST OF FENCE CORNER (VERTICAL RAIL USED AS CORNER POST), 6 FEET
 LA0007'WEST-NORTHWEST OF A 15-INCH OAK TREE, ABOUT LEVEL WITH THE ROAD,
 LA0007'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA0007
 LA0007                          STATION RECOVERY (1987)
 LA0007
 LA0007'RECOVERY NOTE BY US POWER SQUADRON 1987 (PMB)
 LA0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0613 ***********************************************************************
 KZ0613  DESIGNATION -  A 294
 KZ0613  PID         -  KZ0613
 KZ0613  STATE/COUNTY-  OH/HARDIN
 KZ0613  USGS QUAD   -  FORAKER (1984)
 KZ0613
 KZ0613                         *CURRENT SURVEY CONTROL
 KZ0613  ___________________________________________________________________
 KZ0613* NAD 83(1986)-  40 38 53.     (N)    083 37 46.     (W)     SCALED    
 KZ0613* NAVD 88     -       293.709  (meters)     963.61   (feet)  ADJUSTED  
 KZ0613  ___________________________________________________________________
 KZ0613  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 KZ0613  DYNAMIC HT  -         293.556 (meters)     963.11  (feet)  COMP
 KZ0613  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 KZ0613
 KZ0613  VERT ORDER  -  SECOND    CLASS 0
 KZ0613
 KZ0613.This mark is at Hardin County Airport (I95)
 KZ0613
 KZ0613.The horizontal coordinates were scaled from a topographic map and have
 KZ0613.an estimated accuracy of +/- 6 seconds.
 KZ0613
 KZ0613.The orthometric height was determined by differential leveling
 KZ0613.and adjusted by the National Geodetic Survey in June 1991..
 KZ0613
 KZ0613.The geoid height was determined by GEOID03.
 KZ0613
 KZ0613.The dynamic height is computed by dividing the NAVD 88
 KZ0613.geopotential number by the normal gravity value computed on the
 KZ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0613.degrees latitude (g = 980.6199 gals.).
 KZ0613
 KZ0613.The modeled gravity was interpolated from observed gravity values.
 KZ0613
 KZ0613;                    North         East    Units  Estimated Accuracy
 KZ0613;SPC OH N     -   109,600.      504,480.      MT  (+/- 180 meters Scaled)
 KZ0613
 KZ0613                          SUPERSEDED SURVEY CONTROL
 KZ0613
 KZ0613  NGVD 29 (??/??/92)  293.880  (m)          964.17   (f) ADJ UNCH    2 0
 KZ0613
 KZ0613.Superseded values are not recommended for survey control.
 KZ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0613.See file dsdata.txt to determine how the superseded data were derived.
 KZ0613
 KZ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF776030(NAD 83)
 KZ0613_MARKER: DB = BENCH MARK DISK
 KZ0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0613_STAMPING: A 294 1960
 KZ0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0613+STABILITY: SURFACE MOTION
 KZ0613
 KZ0613  HISTORY     - Date     Condition        Report By
 KZ0613  HISTORY     - 1960     MONUMENTED       CGS
 KZ0613
 KZ0613                          STATION DESCRIPTION
 KZ0613
 KZ0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0613'2.2 MI NW FROM KENTON.
 KZ0613'ABOUT 1.7 MILES NORHWEST ALONG THE ERIE RAILROAD FROM THE STATION
 KZ0613'AT KENTON, THENCE ABOUT 0.45 MILE EAST-NORTHEAST AND EAST ALONG
 KZ0613'ROAD 130, AT HARDIN AIRPORT, 267 FEET NORTH OF THE CENTER LINE
 KZ0613'OF ROAD 130, 52 FEET WEST OF THE CENTER LINE OF DRIVE TO AIRPORT,
 KZ0613'2.7 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF CONCRETE
 KZ0613'BLOCK HANGAR BUILDING, 27 1/2 FEET NORTHWEST OF THE NORTHWEST
 KZ0613'CORNER OF CONCRETE BASE FOR GASOLINE PUMP, 178 FEET SOUTH OF THE
 KZ0613'CENTER LINE OF EAST-WEST RUNWAY, AND SET IN TOP OF A CONCRETE
 KZ0613'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1442 ***********************************************************************
 KZ1442  DESIGNATION -  A 295
 KZ1442  PID         -  KZ1442
 KZ1442  STATE/COUNTY-  OH/MARION
 KZ1442  USGS QUAD   -  MARION EAST (1982)
 KZ1442
 KZ1442                         *CURRENT SURVEY CONTROL
 KZ1442  ___________________________________________________________________
 KZ1442* NAD 83(1986)-  40 35 27.     (N)    083 07 19.     (W)     SCALED    
 KZ1442* NAVD 88     -       300.757  (meters)     986.73   (feet)  ADJUSTED  
 KZ1442  ___________________________________________________________________
 KZ1442  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 KZ1442  DYNAMIC HT  -         300.605 (meters)     986.23  (feet)  COMP
 KZ1442  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 KZ1442
 KZ1442  VERT ORDER  -  SECOND    CLASS 0
 KZ1442
 KZ1442.The horizontal coordinates were scaled from a topographic map and have
 KZ1442.an estimated accuracy of +/- 6 seconds.
 KZ1442
 KZ1442.The orthometric height was determined by differential leveling
 KZ1442.and adjusted by the National Geodetic Survey in June 1991..
 KZ1442
 KZ1442.The geoid height was determined by GEOID03.
 KZ1442
 KZ1442.The dynamic height is computed by dividing the NAVD 88
 KZ1442.geopotential number by the normal gravity value computed on the
 KZ1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1442.degrees latitude (g = 980.6199 gals.).
 KZ1442
 KZ1442.The modeled gravity was interpolated from observed gravity values.
 KZ1442
 KZ1442;                    North         East    Units  Estimated Accuracy
 KZ1442;SPC OH N     -   102,810.      547,350.      MT  (+/- 180 meters Scaled)
 KZ1442
 KZ1442                          SUPERSEDED SURVEY CONTROL
 KZ1442
 KZ1442  NGVD 29 (??/??/92)  300.888  (m)          987.16   (f) ADJ UNCH    2 0
 KZ1442
 KZ1442.Superseded values are not recommended for survey control.
 KZ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1442.See file dsdata.txt to determine how the superseded data were derived.
 KZ1442
 KZ1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE204955(NAD 83)
 KZ1442_MARKER: DB = BENCH MARK DISK
 KZ1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1442_STAMPING: A 295 1960
 KZ1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1442+STABILITY: SURFACE MOTION
 KZ1442
 KZ1442  HISTORY     - Date     Condition        Report By
 KZ1442  HISTORY     - 1960     MONUMENTED       CGS
 KZ1442
 KZ1442                          STATION DESCRIPTION
 KZ1442
 KZ1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ1442'AT MARION.
 KZ1442'AT MARION, ABOUT 1.0 MILE NORTHEAST ALONG THE ERIE RAILROAD
 KZ1442'FROM THE STATION, 95 YARDS WEST OF THE CENTER OF CROSSING OF
 KZ1442'GREENWOOD STREET, 58 YARDS WEST OF MILEPOST 304, 39 1/2 FEET
 KZ1442'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 6 1/2 FEET NORTH
 KZ1442'OF THE NORTH RAIL OF SIDING LEADING INTO A COAL YARD, 1 1/2
 KZ1442'FEET SOUTH OF FENCE CORNER BETWEEN LUMBER YARD AND COAL YARD,
 KZ1442'32 FEET EAST OF THE SOUTHEAST CORNER OF LUMBER SHED, 65 1/2
 KZ1442'FEET EAST OF THE SECOND POLE WEST OF THE MILEPOST, 1 1/2
 KZ1442'FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 KZ1442'TOP OF RAIL OF MAIN TRACK, AND SET IN TOP OF A CONCRETE POST
 KZ1442'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0703 ***********************************************************************
 KZ0703  DESIGNATION -  A 30
 KZ0703  PID         -  KZ0703
 KZ0703  STATE/COUNTY-  OH/KNOX
 KZ0703  USGS QUAD   -  MT VERNON (1982)
 KZ0703
 KZ0703                         *CURRENT SURVEY CONTROL
 KZ0703  ___________________________________________________________________
 KZ0703* NAD 83(1986)-  40 22 47.     (N)    082 28 00.     (W)     SCALED    
 KZ0703* NAVD 88     -       296.285  (meters)     972.06   (feet)  ADJUSTED  
 KZ0703  ___________________________________________________________________
 KZ0703  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KZ0703  DYNAMIC HT  -         296.131 (meters)     971.56  (feet)  COMP
 KZ0703  MODELED GRAV-     980,097.9   (mgal)                       NAVD 88
 KZ0703
 KZ0703  VERT ORDER  -  SECOND    CLASS 0
 KZ0703
 KZ0703.The horizontal coordinates were scaled from a topographic map and have
 KZ0703.an estimated accuracy of +/- 6 seconds.
 KZ0703
 KZ0703.The orthometric height was determined by differential leveling
 KZ0703.and adjusted by the National Geodetic Survey in June 1991..
 KZ0703
 KZ0703.The geoid height was determined by GEOID03.
 KZ0703
 KZ0703.The dynamic height is computed by dividing the NAVD 88
 KZ0703.geopotential number by the normal gravity value computed on the
 KZ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0703.degrees latitude (g = 980.6199 gals.).
 KZ0703
 KZ0703.The modeled gravity was interpolated from observed gravity values.
 KZ0703
 KZ0703;                    North         East    Units  Estimated Accuracy
 KZ0703;SPC OH N     -    79,180.      602,830.      MT  (+/- 180 meters Scaled)
 KZ0703
 KZ0703                          SUPERSEDED SURVEY CONTROL
 KZ0703
 KZ0703  NGVD 29 (??/??/92)  296.462  (m)          972.64   (f) ADJ UNCH    2 0
 KZ0703
 KZ0703.Superseded values are not recommended for survey control.
 KZ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0703.See file dsdata.txt to determine how the superseded data were derived.
 KZ0703
 KZ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE755709(NAD 83)
 KZ0703_MARKER: DB = BENCH MARK DISK
 KZ0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0703_STAMPING: A 30 1934
 KZ0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0703+STABILITY: SURFACE MOTION
 KZ0703
 KZ0703  HISTORY     - Date     Condition        Report By
 KZ0703  HISTORY     - 1934     MONUMENTED       CGS
 KZ0703
 KZ0703                          STATION DESCRIPTION
 KZ0703
 KZ0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ0703'1.5 MI E FROM MOUNT VERNON.
 KZ0703'1.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KZ0703'STATION AT MOUNT VERNON, KNOX COUNTY, 91 YARDS NORTHWEST
 KZ0703'OF THE CENTER OF A DIRT-ROAD CROSSING, 17 RAILS NORTHWEST OF A
 KZ0703'YARD-LIMIT SIGN, 47 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT
 KZ0703'ROAD, 26 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 24 FEET
 KZ0703'NORTHWEST OF A POLE, 9 FEET NORTHEAST OF THE FENCE, AND 4 FEET
 KZ0703'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 30 1934 AND
 KZ0703'SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE
 KZ0703'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1492 ***********************************************************************
 KZ1492  DESIGNATION -  A 30
 KZ1492  PID         -  KZ1492
 KZ1492  STATE/COUNTY-  OH/WYANDOT
 KZ1492  USGS QUAD   -  UPPER SANDUSKY (1971)
 KZ1492
 KZ1492                         *CURRENT SURVEY CONTROL
 KZ1492  ___________________________________________________________________
 KZ1492* NAD 83(1986)-  40 48 00.     (N)    083 17 02.     (W)     SCALED    
 KZ1492* NAVD 88     -       265.728  (meters)     871.81   (feet)  ADJUSTED  
 KZ1492  ___________________________________________________________________
 KZ1492  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 KZ1492  DYNAMIC HT  -         265.600 (meters)     871.39  (feet)  COMP
 KZ1492  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 KZ1492
 KZ1492  VERT ORDER  -  SECOND    CLASS 0
 KZ1492
 KZ1492.The horizontal coordinates were scaled from a topographic map and have
 KZ1492.an estimated accuracy of +/- 6 seconds.
 KZ1492
 KZ1492.The orthometric height was determined by differential leveling
 KZ1492.and adjusted by the National Geodetic Survey in June 1991..
 KZ1492
 KZ1492.The geoid height was determined by GEOID03.
 KZ1492
 KZ1492.The dynamic height is computed by dividing the NAVD 88
 KZ1492.geopotential number by the normal gravity value computed on the
 KZ1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1492.degrees latitude (g = 980.6199 gals.).
 KZ1492
 KZ1492.The modeled gravity was interpolated from observed gravity values.
 KZ1492
 KZ1492;                    North         East    Units  Estimated Accuracy
 KZ1492;SPC OH N     -   126,150.      533,850.      MT  (+/- 180 meters Scaled)
 KZ1492
 KZ1492                          SUPERSEDED SURVEY CONTROL
 KZ1492
 KZ1492  NGVD 29 (??/??/92)  265.862  (m)          872.25   (f) ADJ UNCH    2 0
 KZ1492
 KZ1492.Superseded values are not recommended for survey control.
 KZ1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1492.See file dsdata.txt to determine how the superseded data were derived.
 KZ1492
 KZ1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF073190(NAD 83)
 KZ1492_MARKER: DD = SURVEY DISK
 KZ1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1492_STAMPING: A 20
 KZ1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1492+STABILITY: SURFACE MOTION
 KZ1492
 KZ1492  HISTORY     - Date     Condition        Report By
 KZ1492  HISTORY     - UNK      MONUMENTED       OHGS
 KZ1492  HISTORY     - 1959     POOR             NGS
 KZ1492
 KZ1492                          STATION DESCRIPTION
 KZ1492
 KZ1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1492'2.7 MI S FROM UPPER SANDUSKY.
 KZ1492'2.7 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE COUNTY COURTHOUSE,
 KZ1492'AT UPPER SANDUSKY, WYANDOT COUNTY, AT A ROAD INTERSECTION, 37
 KZ1492'FEET NORTH OF THE CENTERLINE OF THE TARVIA ROAD, 22.3 FEET EAST
 KZ1492'OF THE CENTERLINE OF THE HIGHWAY, 21.2 FEET NORTH OF A CONCRETE
 KZ1492'ROAD CULVERT, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KZ1492'A STATE SURVEY STANDARD DISK, STAMPED A 20 AND SET IN THE TOP
 KZ1492'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0159 ***********************************************************************
 MD0159  DESIGNATION -  A 300
 MD0159  PID         -  MD0159
 MD0159  STATE/COUNTY-  OH/HENRY
 MD0159  USGS QUAD   -  FLORIDA (1977)
 MD0159
 MD0159                         *CURRENT SURVEY CONTROL
 MD0159  ___________________________________________________________________
 MD0159* NAD 83(1986)-  41 21 32.     (N)    084 12 30.     (W)     SCALED    
 MD0159* NAVD 88     -       212.702  (meters)     697.84   (feet)  POSTED    
 MD0159  ___________________________________________________________________
 MD0159  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 MD0159  DYNAMIC HT  -         212.610 (meters)     697.54  (feet)  COMP
 MD0159  MODELED GRAV-     980,191.1   (mgal)                       NAVD 88
 MD0159
 MD0159  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0159
 MD0159.The horizontal coordinates were scaled from a topographic map and have
 MD0159.an estimated accuracy of +/- 6 seconds.
 MD0159
 MD0159.The orthometric height was determined by differential leveling
 MD0159.and adjusted by the National Geodetic Survey in 1992..
 MD0159.No vertical observational check was made to the station.
 MD0159.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0159.was located on a no-check spur therefore a value was not computed.
 MD0159
 MD0159.The geoid height was determined by GEOID03.
 MD0159
 MD0159.The dynamic height is computed by dividing the NAVD 88
 MD0159.geopotential number by the normal gravity value computed on the
 MD0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0159.degrees latitude (g = 980.6199 gals.).
 MD0159
 MD0159.The modeled gravity was interpolated from observed gravity values.
 MD0159
 MD0159;                    North         East    Units  Estimated Accuracy
 MD0159;SPC OH N     -   189,320.      457,070.      MT  (+/- 180 meters Scaled)
 MD0159
 MD0159                          SUPERSEDED SURVEY CONTROL
 MD0159
 MD0159  NGVD 29 (??/??/92)  212.900  (m)          698.49   (f) ADJ UNCH    2 0
 MD0159
 MD0159.Superseded values are not recommended for survey control.
 MD0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0159.See file dsdata.txt to determine how the superseded data were derived.
 MD0159
 MD0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL335823(NAD 83)
 MD0159_MARKER: DB = BENCH MARK DISK
 MD0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0159_STAMPING: A 300 1963
 MD0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0159+STABILITY: SURFACE MOTION
 MD0159
 MD0159  HISTORY     - Date     Condition        Report By
 MD0159  HISTORY     - 1963     MONUMENTED       CGS
 MD0159
 MD0159                          STATION DESCRIPTION
 MD0159
 MD0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0159'0.6 MI NE FROM OKOLONA.
 MD0159'LOCATED 0.6 MILE NORTHEAST ALONG THE WABASH RAILWAY FROM THE
 MD0159'STATION AT OKOLONA, ABOUT 350 FEET NORTHWEST OF A LARGE DOUBLE
 MD0159'BARN, 54.7 FEET SOUTHWEST OF MILEPOST 41, 41.3 FEET SOUTH OF
 MD0159'SOUTH RAIL, 23.0 FEET NORTH OF THE CENTERLINE OF A BLACKTOP
 MD0159'ROAD, 4.9 FEET EAST OF A TELEPHONE POLE AND 1.3 FEET EAST OF A
 MD0159'WITNESS POST.  A STANDARD DISK STAMPED A 300 1963, SET IN THE TOP
 MD0159'OF A 10 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 MD0159'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1405 ***********************************************************************
 MB1405  DESIGNATION -  A 301
 MB1405  PID         -  MB1405
 MB1405  STATE/COUNTY-  OH/SUMMIT
 MB1405  USGS QUAD   -  AKRON WEST (1994)
 MB1405
 MB1405                         *CURRENT SURVEY CONTROL
 MB1405  ___________________________________________________________________
 MB1405* NAD 83(1986)-  41 02 08.     (N)    081 34 39.     (W)     SCALED    
 MB1405* NAVD 88     -       296.051  (meters)     971.29   (feet)  ADJUSTED  
 MB1405  ___________________________________________________________________
 MB1405  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MB1405  DYNAMIC HT  -         295.920 (meters)     970.86  (feet)  COMP
 MB1405  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 MB1405
 MB1405  VERT ORDER  -  FIRST     CLASS II
 MB1405
 MB1405.The horizontal coordinates were scaled from a topographic map and have
 MB1405.an estimated accuracy of +/- 6 seconds.
 MB1405
 MB1405.The orthometric height was determined by differential leveling
 MB1405.and adjusted by the National Geodetic Survey in June 1991..
 MB1405
 MB1405.The geoid height was determined by GEOID03.
 MB1405
 MB1405.The dynamic height is computed by dividing the NAVD 88
 MB1405.geopotential number by the normal gravity value computed on the
 MB1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1405.degrees latitude (g = 980.6199 gals.).
 MB1405
 MB1405.The modeled gravity was interpolated from observed gravity values.
 MB1405
 MB1405;                    North         East    Units  Estimated Accuracy
 MB1405;SPC OH N     -   152,420.      677,570.      MT  (+/- 180 meters Scaled)
 MB1405
 MB1405                          SUPERSEDED SURVEY CONTROL
 MB1405
 MB1405  NGVD 29 (??/??/92)  296.249  (m)          971.94   (f) ADJ UNCH    1 2
 MB1405
 MB1405.Superseded values are not recommended for survey control.
 MB1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1405.See file dsdata.txt to determine how the superseded data were derived.
 MB1405
 MB1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF514428(NAD 83)
 MB1405_MARKER: DB = BENCH MARK DISK
 MB1405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1405_SP_SET: CON PILLAR
 MB1405_STAMPING: A 301 1963
 MB1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1405+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 MB1405
 MB1405  HISTORY     - Date     Condition        Report By
 MB1405  HISTORY     - 1963     MONUMENTED       CGS
 MB1405  HISTORY     - 20060227 GOOD             GEOCAC
 MB1405
 MB1405                          STATION DESCRIPTION
 MB1405
 MB1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1405'AT AKRON.
 MB1405'AT AKRON, IN THE SOUTHWEST PART OF CITY, ALONG EAST AVENUE, AT
 MB1405'THE OVERPASS OF U.S. HIGHWAY 224, NEAR THE JUNCTION OF KENMORE
 MB1405'BLVD, SET VERTICALLY IN THE NORTH FACE OF A ROUND CONCRETE PILLAR
 MB1405'SUPPORTING U.S. HIGHWAY 224 OVER EAST AVENUE, 19 1/2 FEET SOUTHWEST
 MB1405'OF A POWER LINE POLE, 131.0 FEET SOUTHWEST OF THE CENTER LINE OF
 MB1405'KENMORE BLVD, 8 FEET EAST OF THE EAST CURB OF EAST AVENUE AND 2 1/2
 MB1405'FEET ABOVE SIDEWALK.
 MB1405
 MB1405                          STATION RECOVERY (2006)
 MB1405
 MB1405'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1085 ***********************************************************************
 MB1085  DESIGNATION -  A 302
 MB1085  PID         -  MB1085
 MB1085  STATE/COUNTY-  OH/SUMMIT
 MB1085  USGS QUAD   -  HUDSON (1984)
 MB1085
 MB1085                         *CURRENT SURVEY CONTROL
 MB1085  ___________________________________________________________________
 MB1085* NAD 83(1986)-  41 11 52.     (N)    081 27 51.     (W)     SCALED    
 MB1085* NAVD 88     -       315.113  (meters)    1033.83   (feet)  ADJUSTED  
 MB1085  ___________________________________________________________________
 MB1085  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB1085  DYNAMIC HT  -         314.977 (meters)    1033.39  (feet)  COMP
 MB1085  MODELED GRAV-     980,182.7   (mgal)                       NAVD 88
 MB1085
 MB1085  VERT ORDER  -  FIRST     CLASS II
 MB1085
 MB1085.The horizontal coordinates were scaled from a topographic map and have
 MB1085.an estimated accuracy of +/- 6 seconds.
 MB1085
 MB1085.The orthometric height was determined by differential leveling
 MB1085.and adjusted by the National Geodetic Survey in June 1991..
 MB1085.WARNING-Repeat measurements at this control monument indicate possible
 MB1085.vertical movement.
 MB1085
 MB1085.The geoid height was determined by GEOID03.
 MB1085
 MB1085.The dynamic height is computed by dividing the NAVD 88
 MB1085.geopotential number by the normal gravity value computed on the
 MB1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1085.degrees latitude (g = 980.6199 gals.).
 MB1085
 MB1085.The modeled gravity was interpolated from observed gravity values.
 MB1085
 MB1085;                    North         East    Units  Estimated Accuracy
 MB1085;SPC OH N     -   170,540.      686,880.      MT  (+/- 180 meters Scaled)
 MB1085
 MB1085                          SUPERSEDED SURVEY CONTROL
 MB1085
 MB1085  NGVD 29 (06/03/92)  315.320  (m)         1034.51   (f) ADJUSTED    1 2
 MB1085
 MB1085.Superseded values are not recommended for survey control.
 MB1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1085.See file dsdata.txt to determine how the superseded data were derived.
 MB1085
 MB1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF610608(NAD 83)
 MB1085_MARKER: DB = BENCH MARK DISK
 MB1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1085_STAMPING: A 302 1964
 MB1085_MARK LOGO: CGS   
 MB1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1085+STABILITY: SURFACE MOTION
 MB1085
 MB1085  HISTORY     - Date     Condition        Report By
 MB1085  HISTORY     - 1964     MONUMENTED       CGS
 MB1085  HISTORY     - 1983     GOOD             NGS
 MB1085
 MB1085                          STATION DESCRIPTION
 MB1085
 MB1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1085'3.3 MI S FROM HUDSON.
 MB1085'ABOUT 3.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MB1085'STATION AT HUDSON, NEAR THE CROSSING OF MC CAULEY ROAD, 78 FEET
 MB1085'EAST OF THE APPROXIMATE CENTER OF THE CROSSING OF THE ROAD AND
 MB1085'MAIN TRACK, 77 FEET NORTHEAST OF THE CENTER LINE OF MC CAULEY
 MB1085'ROAD, 21 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 69 FEET NORTH
 MB1085'OF THE FIRST CABLE POLE SOUTHEAST OF THE CROSSING, 2 FEET
 MB1085'SOUTHWEST OF A TELEPHONE POLE, 1 FOOT ABOVE THE TOP OF RAIL AND
 MB1085'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 MB1085'THE LEVEL OF THE GROUND.
 MB1085
 MB1085                          STATION RECOVERY (1983)
 MB1085
 MB1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1085'RECOVERED IN GOOD CONDITION.  ADD--0.30 METER (1.0 FT) NORTHEAST OF A
 MB1085'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1168 ***********************************************************************
 MB1168  DESIGNATION -  A 303
 MB1168  PID         -  MB1168
 MB1168  STATE/COUNTY-  OH/SUMMIT
 MB1168  USGS QUAD   -  AKRON EAST (1964)
 MB1168
 MB1168                         *CURRENT SURVEY CONTROL
 MB1168  ___________________________________________________________________
 MB1168* NAD 83(1986)-  41 05 08.     (N)    081 29 22.     (W)     SCALED    
 MB1168* NAVD 88     -       293.253  (meters)     962.11   (feet)  ADJUSTED  
 MB1168  ___________________________________________________________________
 MB1168  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB1168  DYNAMIC HT  -         293.124 (meters)     961.69  (feet)  COMP
 MB1168  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 MB1168
 MB1168  VERT ORDER  -  FIRST     CLASS II
 MB1168
 MB1168.The horizontal coordinates were scaled from a topographic map and have
 MB1168.an estimated accuracy of +/- 6 seconds.
 MB1168
 MB1168.The orthometric height was determined by differential leveling
 MB1168.and adjusted by the National Geodetic Survey in June 1991..
 MB1168
 MB1168.The geoid height was determined by GEOID03.
 MB1168
 MB1168.The dynamic height is computed by dividing the NAVD 88
 MB1168.geopotential number by the normal gravity value computed on the
 MB1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1168.degrees latitude (g = 980.6199 gals.).
 MB1168
 MB1168.The modeled gravity was interpolated from observed gravity values.
 MB1168
 MB1168;                    North         East    Units  Estimated Accuracy
 MB1168;SPC OH N     -   158,050.      684,910.      MT  (+/- 180 meters Scaled)
 MB1168
 MB1168                          SUPERSEDED SURVEY CONTROL
 MB1168
 MB1168  NGVD 29 (??/??/92)  293.451  (m)          962.76   (f) ADJ UNCH    1 2
 MB1168
 MB1168.Superseded values are not recommended for survey control.
 MB1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1168.See file dsdata.txt to determine how the superseded data were derived.
 MB1168
 MB1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF588483(NAD 83)
 MB1168_MARKER: DB = BENCH MARK DISK
 MB1168_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MB1168_SP_SET: 40 FEET
 MB1168_STAMPING: A 303 1964
 MB1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1168
 MB1168  HISTORY     - Date     Condition        Report By
 MB1168  HISTORY     - 1964     MONUMENTED       CGS
 MB1168  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1168
 MB1168                          STATION DESCRIPTION
 MB1168
 MB1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1168'AT AKRON.
 MB1168'AT AKRON, NEAR THE ARLINGTON TOWER, NEAR THE JUNCTION OF FORGE
 MB1168'STREET AND NORTH ARLINGTON STREET, 87 FEET NORTHWEST OF AND
 MB1168'ACROSS THE PENNSYLVANIA RAILROAD AND THE BALTIMORE AND OHIO
 MB1168'RAILROAD FROM THE WEST CORNER OF THE CONTROL TOWER, 62.5 FEET
 MB1168'NORTHWEST OF THE NORTHWEST RAIL OF THE PENNSYLVANIA RAILROAD, 45
 MB1168'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF
 MB1168'FORGE STREET, 18 FEET SOUTH OF THE SOUTH CURB OF FORGE STREET,
 MB1168'7.5 FEET WEST OF THE WEST CURB OF NORTH ARLINGTON STREET, 2 FEET
 MB1168'SOUTH OF A POWER LINE POLE, 1 FOOT ABOVE THE LEVEL OF THE
 MB1168'STREETS, AND IS A DISK SET ON THE TOP OF A COPPER COATED STEEL
 MB1168'ROD PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 MB1168'BY A 6 INCH TILE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE
 MB1168'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 MB1168
 MB1168                          STATION RECOVERY (1983)
 MB1168
 MB1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1005 ***********************************************************************
 KY1005  DESIGNATION -  A 304
 KY1005  PID         -  KY1005
 KY1005  STATE/COUNTY-  OH/COLUMBIANA
 KY1005  USGS QUAD   -  EAST PALESTINE (1994)
 KY1005
 KY1005                         *CURRENT SURVEY CONTROL
 KY1005  ___________________________________________________________________
 KY1005* NAD 83(1986)-  40 50 05.     (N)    080 31 30.     (W)     SCALED    
 KY1005* NAVD 88     -       317.310  (meters)    1041.04   (feet)  ADJUSTED  
 KY1005  ___________________________________________________________________
 KY1005  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KY1005  DYNAMIC HT  -         317.152 (meters)    1040.52  (feet)  COMP
 KY1005  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 KY1005
 KY1005  VERT ORDER  -  FIRST     CLASS I
 KY1005
 KY1005.The horizontal coordinates were scaled from a topographic map and have
 KY1005.an estimated accuracy of +/- 6 seconds.
 KY1005
 KY1005.The orthometric height was determined by differential leveling
 KY1005.and adjusted by the National Geodetic Survey in June 1991..
 KY1005
 KY1005.The geoid height was determined by GEOID03.
 KY1005
 KY1005.The dynamic height is computed by dividing the NAVD 88
 KY1005.geopotential number by the normal gravity value computed on the
 KY1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1005.degrees latitude (g = 980.6199 gals.).
 KY1005
 KY1005.The modeled gravity was interpolated from observed gravity values.
 KY1005
 KY1005;                    North         East    Units  Estimated Accuracy
 KY1005;SPC OH N     -   131,590.      766,560.      MT  (+/- 180 meters Scaled)
 KY1005
 KY1005                          SUPERSEDED SURVEY CONTROL
 KY1005
 KY1005  NGVD 29 (??/??/92)  317.446  (m)         1041.49   (f) ADJ UNCH    1 1
 KY1005
 KY1005.Superseded values are not recommended for survey control.
 KY1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1005.See file dsdata.txt to determine how the superseded data were derived.
 KY1005
 KY1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF400205(NAD 83)
 KY1005_MARKER: DB = BENCH MARK DISK
 KY1005_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY1005_SP_SET: 40 FEET
 KY1005_STAMPING: A 304 1966
 KY1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1005
 KY1005  HISTORY     - Date     Condition        Report By
 KY1005  HISTORY     - 1966     MONUMENTED       CGS
 KY1005
 KY1005                          STATION DESCRIPTION
 KY1005
 KY1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1005'AT EAST PALESTINE.
 KY1005'AT EAST PALESTINE, ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 165 FROM
 KY1005'THE PENNSYLVANIA RAILROAD STATION, ABOUT 0.3 MILE WEST OF THE
 KY1005'PENNSYLVANIA-OHIO STATE LINE, NEAR THE SOUTHEAST CORNER OF A
 KY1005'FENCE AROUND A SMALL POWER SUB-STATION, IN SECTION 25, R 1 W,
 KY1005'T 8 N, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.3 FEET
 KY1005'WEST OF THE FENCE CORNER, 0.5 FOOT SOUTH OF THE EAST-WEST FENCE
 KY1005'LINE, 1.7 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 KY1005'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 KY1005'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 KY1005'BY A 6 INCH TILE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 KY1005'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1243 ***********************************************************************
 KY1243  DESIGNATION -  A 305
 KY1243  PID         -  KY1243
 KY1243  STATE/COUNTY-  OH/STARK
 KY1243  USGS QUAD   -  ROBERTSVILLE (1994)
 KY1243
 KY1243                         *CURRENT SURVEY CONTROL
 KY1243  ___________________________________________________________________
 KY1243* NAD 83(1986)-  40 51 58.     (N)    081 10 58.     (W)     SCALED    
 KY1243* NAVD 88     -       361.542  (meters)    1186.16   (feet)  ADJUSTED  
 KY1243  ___________________________________________________________________
 KY1243  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KY1243  DYNAMIC HT  -         361.370 (meters)    1185.59  (feet)  COMP
 KY1243  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 KY1243
 KY1243  VERT ORDER  -  FIRST     CLASS I
 KY1243
 KY1243.The horizontal coordinates were scaled from a topographic map and have
 KY1243.an estimated accuracy of +/- 6 seconds.
 KY1243
 KY1243.The orthometric height was determined by differential leveling
 KY1243.and adjusted by the National Geodetic Survey in June 1991..
 KY1243
 KY1243.The geoid height was determined by GEOID03.
 KY1243
 KY1243.The dynamic height is computed by dividing the NAVD 88
 KY1243.geopotential number by the normal gravity value computed on the
 KY1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1243.degrees latitude (g = 980.6199 gals.).
 KY1243
 KY1243.The modeled gravity was interpolated from observed gravity values.
 KY1243
 KY1243;                    North         East    Units  Estimated Accuracy
 KY1243;SPC OH N     -   134,030.      711,040.      MT  (+/- 180 meters Scaled)
 KY1243
 KY1243                          SUPERSEDED SURVEY CONTROL
 KY1243
 KY1243  NGVD 29 (??/??/92)  361.720  (m)         1186.74   (f) ADJ UNCH    1 1
 KY1243
 KY1243.Superseded values are not recommended for survey control.
 KY1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1243.See file dsdata.txt to determine how the superseded data were derived.
 KY1243
 KY1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF845239(NAD 83)
 KY1243_MARKER: DB = BENCH MARK DISK
 KY1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1243_STAMPING: A 305 1966
 KY1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1243+STABILITY: SURFACE MOTION
 KY1243
 KY1243  HISTORY     - Date     Condition        Report By
 KY1243  HISTORY     - 1966     MONUMENTED       CGS
 KY1243  HISTORY     - 19930420 MARK NOT FOUND   OHDT
 KY1243
 KY1243                          STATION DESCRIPTION
 KY1243
 KY1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1243'4.6 MI NE FROM LOUISVILLE.
 KY1243'ABOUT 4.6 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1243'CROSSING OF STATE HIGHWAY 44 AT LOUISVILLE, ABOUT 0.8 MILE
 KY1243'SOUTHWEST OF THE CROSSING OF EASTON STREET AT MAXIMO, ABOUT 0.1
 KY1243'MILE SOUTHWEST OF MILEPOST 90, 46 FEET EAST OF THE CENTER OF A
 KY1243'FARM ROAD CROSSING THE EASTBOUND TRACK, 34.5 FEET SOUTHEAST OF THE
 KY1243'SOUTHEAST RAIL OF THE NEAR TRACK, 28 FEET NORTHEAST OF THE CENTER
 KY1243'LINE OF A FARM ROAD, 1.6 FEET NORTHWEST OF A METAL WITNESS POST, 2
 KY1243'FEET BELOW THE LEVEL OF THE TRACK, IN SECTION 18, R 6 W, T 18 N, SET
 KY1243'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL
 KY1243'OF THE GROUND.
 KY1243
 KY1243                          STATION RECOVERY (1993)
 KY1243
 KY1243'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY1243'-------REPORT BY ODOT-------YEAR 1993-------CONDITION - UNKNOWN---
 KY1243' 
 KY1243'NOTE* WAS UNABLE TO LOCATE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1661 ***********************************************************************
 KY1661  DESIGNATION -  A 306
 KY1661  PID         -  KY1661
 KY1661  STATE/COUNTY-  OH/STARK
 KY1661  USGS QUAD   -  MASSILLON (1994)
 KY1661
 KY1661                         *CURRENT SURVEY CONTROL
 KY1661  ___________________________________________________________________
 KY1661* NAD 83(1986)-  40 49 47.     (N)    081 31 36.     (W)     SCALED    
 KY1661* NAVD 88     -       286.986  (meters)     941.55   (feet)  ADJUSTED  
 KY1661  ___________________________________________________________________
 KY1661  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1661  DYNAMIC HT  -         286.857 (meters)     941.13  (feet)  COMP
 KY1661  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 KY1661
 KY1661  VERT ORDER  -  FIRST     CLASS I
 KY1661
 KY1661.The horizontal coordinates were scaled from a topographic map and have
 KY1661.an estimated accuracy of +/- 6 seconds.
 KY1661
 KY1661.The orthometric height was determined by differential leveling
 KY1661.and adjusted by the National Geodetic Survey in June 1991..
 KY1661
 KY1661.The geoid height was determined by GEOID03.
 KY1661
 KY1661.The dynamic height is computed by dividing the NAVD 88
 KY1661.geopotential number by the normal gravity value computed on the
 KY1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1661.degrees latitude (g = 980.6199 gals.).
 KY1661
 KY1661.The modeled gravity was interpolated from observed gravity values.
 KY1661
 KY1661;                    North         East    Units  Estimated Accuracy
 KY1661;SPC OH N     -   129,610.      682,100.      MT  (+/- 180 meters Scaled)
 KY1661
 KY1661                          SUPERSEDED SURVEY CONTROL
 KY1661
 KY1661  NGVD 29 (??/??/92)  287.178  (m)          942.18   (f) ADJ UNCH    1 1
 KY1661
 KY1661.Superseded values are not recommended for survey control.
 KY1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1661.See file dsdata.txt to determine how the superseded data were derived.
 KY1661
 KY1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF555199(NAD 83)
 KY1661_MARKER: DB = BENCH MARK DISK
 KY1661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY1661_SP_SET: 9 FEET
 KY1661_STAMPING: A 306 1967
 KY1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1661
 KY1661  HISTORY     - Date     Condition        Report By
 KY1661  HISTORY     - 1967     MONUMENTED       CGS
 KY1661  HISTORY     - 19930421 MARK NOT FOUND   OHDT
 KY1661
 KY1661                          STATION DESCRIPTION
 KY1661
 KY1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY1661'2.4 MI N FROM MASSILLON.
 KY1661'ABOUT 2.45 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1661'FROM THE U.S. HIGHWAY 30 OVERPASS AT MASSILLON, IN SECTION
 KY1661'31, R 9 W, T 11 N, ABOUT 120 YARDS SOUTH OF THE SOUTH END OF A
 KY1661'CURVE IN THE TRACKS, 30.2 FEET WEST OF THE WEST RAIL OF THE
 KY1661'WEST TRACK, 2 FEET SOUTH OF MILEPOLE 98-20, IN LINE WITH ROW OF
 KY1661'POLES, 0.6 FOOT EAST OF A METAL WITNESS POST, 2 FEET BELOW THE
 KY1661'LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED
 KY1661'STEEL ROD PROJECTING 0.3 FOOT ABOVE THE LEVEL OF THE GROUND
 KY1661'AND PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS 0.5 FOOT ABOVE
 KY1661'THE LEVEL OF THE GROUND.  THE ROD WAS HAND DRIVEN TO A DEPTH
 KY1661'OF 9 FEET.
 KY1661
 KY1661                          STATION RECOVERY (1993)
 KY1661
 KY1661'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY1661'--------REPORT BY ODOT--------YEAR 1993------CONDITION - UNKNOWN
 KY1661' 
 KY1661'NOTE** ROW OF POLES GONE, WITNESS POST, MILEPOST GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0247 ***********************************************************************
 MC0247  DESIGNATION -  A 307
 MC0247  PID         -  MC0247
 MC0247  STATE/COUNTY-  OH/HURON
 MC0247  USGS QUAD   -  WILLARD (1972)
 MC0247
 MC0247                         *CURRENT SURVEY CONTROL
 MC0247  ___________________________________________________________________
 MC0247* NAD 83(1986)-  41 01 49.     (N)    082 41 39.     (W)     SCALED    
 MC0247* NAVD 88     -       281.616  (meters)     923.94   (feet)  ADJUSTED  
 MC0247  ___________________________________________________________________
 MC0247  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MC0247  DYNAMIC HT  -         281.485 (meters)     923.51  (feet)  COMP
 MC0247  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 MC0247
 MC0247  VERT ORDER  -  FIRST     CLASS I
 MC0247
 MC0247.The horizontal coordinates were scaled from a topographic map and have
 MC0247.an estimated accuracy of +/- 6 seconds.
 MC0247
 MC0247.The orthometric height was determined by differential leveling
 MC0247.and adjusted by the National Geodetic Survey in June 1991..
 MC0247
 MC0247.The geoid height was determined by GEOID03.
 MC0247
 MC0247.The dynamic height is computed by dividing the NAVD 88
 MC0247.geopotential number by the normal gravity value computed on the
 MC0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0247.degrees latitude (g = 980.6199 gals.).
 MC0247
 MC0247.The modeled gravity was interpolated from observed gravity values.
 MC0247
 MC0247;                    North         East    Units  Estimated Accuracy
 MC0247;SPC OH N     -   151,440.      583,670.      MT  (+/- 180 meters Scaled)
 MC0247
 MC0247                          SUPERSEDED SURVEY CONTROL
 MC0247
 MC0247  NGVD 29 (??/??/92)  281.779  (m)          924.47   (f) ADJ UNCH    1 1
 MC0247
 MC0247.Superseded values are not recommended for survey control.
 MC0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0247.See file dsdata.txt to determine how the superseded data were derived.
 MC0247
 MC0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF575435(NAD 83)
 MC0247_MARKER: DB = BENCH MARK DISK
 MC0247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0247_SP_SET: BRIDGE SEAT
 MC0247_STAMPING: A 307 1967
 MC0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0247
 MC0247  HISTORY     - Date     Condition        Report By
 MC0247  HISTORY     - 1967     MONUMENTED       CGS
 MC0247  HISTORY     - 1987     GOOD             OHDT
 MC0247
 MC0247                          STATION DESCRIPTION
 MC0247
 MC0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MC0247'2.8 MI SE FROM WILLARD.
 MC0247'ABOUT 2.75 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0247'FROM THE STATION AT WILLARD, ABOUT 0.15 MILE SOUTH OF THE
 MC0247'CROSSING OF U.S. HIGHWAY 224, SET ON THE TOP OF THE NORTHEAST
 MC0247'END OF THE SOUTHEAST BRIDGE SEAT OF THE BRIDGE OVER MARSH RUN,
 MC0247'5.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.2 FEET SOUTH OF THE
 MC0247'NORTH CORNER OF THE BRIDGE SEAT AND 4 FEET BELOW THE LEVEL OF
 MC0247'THE TRACK.
 MC0247
 MC0247                          STATION RECOVERY (1987)
 MC0247
 MC0247'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1567 ***********************************************************************
 KZ1567  DESIGNATION -  A 308
 KZ1567  PID         -  KZ1567
 KZ1567  STATE/COUNTY-  OH/DELAWARE
 KZ1567  USGS QUAD   -  DELAWARE (1973)
 KZ1567
 KZ1567                         *CURRENT SURVEY CONTROL
 KZ1567  ___________________________________________________________________
 KZ1567* NAD 83(1986)-  40 17 52.     (N)    083 02 43.     (W)     SCALED    
 KZ1567* NAVD 88     -       284.875  (meters)     934.63   (feet)  ADJUSTED  
 KZ1567  ___________________________________________________________________
 KZ1567  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KZ1567  DYNAMIC HT  -         284.727 (meters)     934.14  (feet)  COMP
 KZ1567  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 KZ1567
 KZ1567  VERT ORDER  -  FIRST     CLASS I
 KZ1567
 KZ1567.The horizontal coordinates were scaled from a topographic map and have
 KZ1567.an estimated accuracy of +/- 6 seconds.
 KZ1567
 KZ1567.The orthometric height was determined by differential leveling
 KZ1567.and adjusted by the National Geodetic Survey in June 1991..
 KZ1567
 KZ1567.The geoid height was determined by GEOID03.
 KZ1567
 KZ1567.The dynamic height is computed by dividing the NAVD 88
 KZ1567.geopotential number by the normal gravity value computed on the
 KZ1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1567.degrees latitude (g = 980.6199 gals.).
 KZ1567
 KZ1567.The modeled gravity was interpolated from observed gravity values.
 KZ1567
 KZ1567;                    North         East    Units  Estimated Accuracy
 KZ1567;SPC OH N     -    70,230.      553,640.      MT  (+/- 180 meters Scaled)
 KZ1567
 KZ1567                          SUPERSEDED SURVEY CONTROL
 KZ1567
 KZ1567  NGVD 29 (??/??/92)  285.038  (m)          935.16   (f) ADJ UNCH    1 1
 KZ1567
 KZ1567.Superseded values are not recommended for survey control.
 KZ1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1567.See file dsdata.txt to determine how the superseded data were derived.
 KZ1567
 KZ1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE261628(NAD 83)
 KZ1567_MARKER: DB = BENCH MARK DISK
 KZ1567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1567_SP_SET: CATCH BASIN
 KZ1567_STAMPING: A 308 1967
 KZ1567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1567
 KZ1567  HISTORY     - Date     Condition        Report By
 KZ1567  HISTORY     - 1967     MONUMENTED       CGS
 KZ1567  HISTORY     - 1990     GOOD             USPSQD
 KZ1567
 KZ1567                          STATION DESCRIPTION
 KZ1567
 KZ1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1567'AT DELAWARE.
 KZ1567'AT DELAWARE, ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 36 FROM THE
 KZ1567'DELAWARE CITY HALL, ABOUT 90 YARDS EAST OF THE EAST EDGE OF
 KZ1567'THE PENNSYLVANIA RAILROAD OVERPASS OVER THE HIGHWAY, IN FRONT OF
 KZ1567'THE WDLR RADIO STATION, SET ON THE TOP OF THE SOUTHWEST CORNER
 KZ1567'OF A 3-FOOT SQUARE AND 6 FOOT DEEP CATCH BASIN, 21 FEET NORTH
 KZ1567'OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL
 KZ1567'OF THE HIGHWAY.
 KZ1567
 KZ1567                          STATION RECOVERY (1990)
 KZ1567
 KZ1567'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0723 ***********************************************************************
 JY0723  DESIGNATION -  A 309
 JY0723  PID         -  JY0723
 JY0723  STATE/COUNTY-  OH/FRANKLIN
 JY0723  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0723
 JY0723                         *CURRENT SURVEY CONTROL
 JY0723  ___________________________________________________________________
 JY0723* NAD 83(1986)-  39 52 30.     (N)    082 57 02.     (W)     SCALED    
 JY0723* NAVD 88     -       227.106  (meters)     745.10   (feet)  ADJUSTED  
 JY0723  ___________________________________________________________________
 JY0723  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JY0723  DYNAMIC HT  -         226.977 (meters)     744.67  (feet)  COMP
 JY0723  MODELED GRAV-     980,053.5   (mgal)                       NAVD 88
 JY0723
 JY0723  VERT ORDER  -  FIRST     CLASS I
 JY0723
 JY0723.The horizontal coordinates were scaled from a topographic map and have
 JY0723.an estimated accuracy of +/- 6 seconds.
 JY0723
 JY0723.The orthometric height was determined by differential leveling
 JY0723.and adjusted by the National Geodetic Survey in June 1991..
 JY0723
 JY0723.The geoid height was determined by GEOID03.
 JY0723
 JY0723.The dynamic height is computed by dividing the NAVD 88
 JY0723.geopotential number by the normal gravity value computed on the
 JY0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0723.degrees latitude (g = 980.6199 gals.).
 JY0723
 JY0723.The modeled gravity was interpolated from observed gravity values.
 JY0723
 JY0723;                    North         East    Units  Estimated Accuracy
 JY0723;SPC OH S     -   208,250.      561,460.      MT  (+/- 180 meters Scaled)
 JY0723
 JY0723                          SUPERSEDED SURVEY CONTROL
 JY0723
 JY0723  NGVD 29 (??/??/92)  227.285  (m)          745.68   (f) ADJ UNCH    1 1
 JY0723
 JY0723.Superseded values are not recommended for survey control.
 JY0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0723.See file dsdata.txt to determine how the superseded data were derived.
 JY0723
 JY0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE331157(NAD 83)
 JY0723_MARKER: DB = BENCH MARK DISK
 JY0723_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JY0723_SP_SET: 20.5 FEET
 JY0723_STAMPING: A 309 1967
 JY0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0723
 JY0723  HISTORY     - Date     Condition        Report By
 JY0723  HISTORY     - 1967     MONUMENTED       CGS
 JY0723
 JY0723                          STATION DESCRIPTION
 JY0723
 JY0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0723'AT OBETZ.
 JY0723'AT OBETZ, ABOUT 0.25 MILE SOUTH ALONG THE NORFOLK AND WESTERN
 JY0723'RAILWAY FROM THE OVERPASS OVER GROVEPORT ROAD AT OBETZ, NEAR
 JY0723'THE INTERSECTION OF REESE-OBETZ ROAD AND LANCASTER AVENUE, 95
 JY0723'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 53 FEET WEST
 JY0723'OF THE WEST RAIL OF THE WEST TRACK, 2 1/2 FEET NORTH OF POWER
 JY0723'LINE POLE NO. 04208, 252 FEET NORTHWEST OF BENCH MARK S 31 NORFOLK
 JY0723'DESCRIBED, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 JY0723'WITH THE INTERSECTION AND 6 FEET BELOW THE LEVEL OF THE TRACK,
 JY0723'A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 JY0723'GROUND AND PROTECTED BY A 6 INCH METAL PIPE WHICH PROJECTS
 JY0723'1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 JY0723'REFUSAL AT A DEPTH OF 20.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1781 ***********************************************************************
 KY1781  DESIGNATION -  A 31
 KY1781  PID         -  KY1781
 KY1781  STATE/COUNTY-  OH/STARK
 KY1781  USGS QUAD   -  WILMOT (1994)
 KY1781
 KY1781                         *CURRENT SURVEY CONTROL
 KY1781  ___________________________________________________________________
 KY1781* NAD 83(1986)-  40 39 20.     (N)    081 37 53.     (W)     SCALED    
 KY1781* NAVD 88     -       316.405  (meters)    1038.07   (feet)  ADJUSTED  
 KY1781  ___________________________________________________________________
 KY1781  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KY1781  DYNAMIC HT  -         316.254 (meters)    1037.58  (feet)  COMP
 KY1781  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 KY1781
 KY1781  VERT ORDER  -  SECOND    CLASS 0
 KY1781
 KY1781.The horizontal coordinates were scaled from a topographic map and have
 KY1781.an estimated accuracy of +/- 6 seconds.
 KY1781
 KY1781.The orthometric height was determined by differential leveling
 KY1781.and adjusted by the National Geodetic Survey in June 1991..
 KY1781
 KY1781.The geoid height was determined by GEOID03.
 KY1781
 KY1781.The dynamic height is computed by dividing the NAVD 88
 KY1781.geopotential number by the normal gravity value computed on the
 KY1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1781.degrees latitude (g = 980.6199 gals.).
 KY1781
 KY1781.The modeled gravity was interpolated from observed gravity values.
 KY1781
 KY1781;                    North         East    Units  Estimated Accuracy
 KY1781;SPC OH N     -   110,180.      673,460.      MT  (+/- 180 meters Scaled)
 KY1781
 KY1781                          SUPERSEDED SURVEY CONTROL
 KY1781
 KY1781  NGVD 29 (??/??/92)  316.616  (m)         1038.76   (f) ADJ UNCH    2 0
 KY1781
 KY1781.Superseded values are not recommended for survey control.
 KY1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1781.See file dsdata.txt to determine how the superseded data were derived.
 KY1781
 KY1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF466007(NAD 83)
 KY1781_MARKER: DB = BENCH MARK DISK
 KY1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1781_STAMPING: A 31 1934
 KY1781_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KY1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1781+STABILITY: SURFACE MOTION
 KY1781
 KY1781  HISTORY     - Date     Condition        Report By
 KY1781  HISTORY     - 1934     MONUMENTED       CGS
 KY1781  HISTORY     - 1959     GOOD             NGS
 KY1781  HISTORY     - 19921120 GOOD             OHDT
 KY1781  HISTORY     - 19981031 GOOD             USPSQD
 KY1781
 KY1781                          STATION DESCRIPTION
 KY1781
 KY1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1781'AT WILMOT.
 KY1781'AT WILMOT, ALONG U.S. HIGHWAY 250, ABOUT 80 YARDS SOUTHEAST OF THE
 KY1781'SOUTHEAST JUNCTION OF U.S. HIGHWAY 62, 6 1/2 FEET SOUTHWEST OF
 KY1781'SOUTHWEST CURB LINE OF HIGWHAY, 3 FEET NORTHWEST OF THE SECOND
 KY1781'POWER POLE SOUTHEAST OF HIGHWAY JUNCTION, 2 1/2 FEET NORTHEAST
 KY1781'OF NORTHEAST EDGE OF A SIDE WALK, 14 1/2 FEET NORTHWEST OF THE
 KY1781'CENTER LINE OF THE SECOND PRIVATE DRIVE SOUTHEAST OF THE
 KY1781'HIGHWAY JUNCTION, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF
 KY1781'A CONCRETE POST PROJECTING 2 INCHES.
 KY1781
 KY1781                          STATION RECOVERY (1992)
 KY1781
 KY1781'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992 (SJ)
 KY1781'----- REPORT BY ODOT ---- YEAR - 1992------- CONDITION - GOOD ----
 KY1781
 KY1781                          STATION RECOVERY (1998)
 KY1781
 KY1781'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0243 ***********************************************************************
 MC0243  DESIGNATION -  A 310
 MC0243  PID         -  MC0243
 MC0243  STATE/COUNTY-  OH/HURON
 MC0243  USGS QUAD   -  WILLARD (1972)
 MC0243
 MC0243                         *CURRENT SURVEY CONTROL
 MC0243  ___________________________________________________________________
 MC0243* NAD 83(1986)-  41 03 03.     (N)    082 43 00.     (W)     SCALED    
 MC0243* NAVD 88     -       287.965  (meters)     944.77   (feet)  ADJUSTED  
 MC0243  ___________________________________________________________________
 MC0243  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 MC0243  DYNAMIC HT  -         287.832 (meters)     944.33  (feet)  COMP
 MC0243  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 MC0243
 MC0243  VERT ORDER  -  FIRST     CLASS I
 MC0243
 MC0243.The horizontal coordinates were scaled from a topographic map and have
 MC0243.an estimated accuracy of +/- 6 seconds.
 MC0243
 MC0243.The orthometric height was determined by differential leveling
 MC0243.and adjusted by the National Geodetic Survey in June 1991..
 MC0243
 MC0243.The geoid height was determined by GEOID03.
 MC0243
 MC0243.The dynamic height is computed by dividing the NAVD 88
 MC0243.geopotential number by the normal gravity value computed on the
 MC0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0243.degrees latitude (g = 980.6199 gals.).
 MC0243
 MC0243.The modeled gravity was interpolated from observed gravity values.
 MC0243
 MC0243;                    North         East    Units  Estimated Accuracy
 MC0243;SPC OH N     -   153,730.      581,790.      MT  (+/- 180 meters Scaled)
 MC0243
 MC0243                          SUPERSEDED SURVEY CONTROL
 MC0243
 MC0243  NGVD 29 (01/19/93)  288.127  (m)          945.30   (f) ADJUSTED    1 1
 MC0243
 MC0243.Superseded values are not recommended for survey control.
 MC0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0243.See file dsdata.txt to determine how the superseded data were derived.
 MC0243
 MC0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF557458(NAD 83)
 MC0243_MARKER: DB = BENCH MARK DISK
 MC0243_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MC0243_SP_SET: COPPER-CLAD STEEL ROD
 MC0243_STAMPING: A 310 1967
 MC0243_MARK LOGO: CGS   
 MC0243_PROJECTION: PROJECTING 20 CENTIMETERS
 MC0243_MAGNETIC: I = MARKER IS A STEEL ROD
 MC0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0243+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0243_ROD/PIPE-DEPTH: 4.7  meters
 MC0243
 MC0243  HISTORY     - Date     Condition        Report By
 MC0243  HISTORY     - 1967     MONUMENTED       CGS
 MC0243  HISTORY     - 1968     GOOD             NGS
 MC0243  HISTORY     - 1987     GOOD             OHDT
 MC0243  HISTORY     - 19921023 GOOD             NGS
 MC0243
 MC0243                          STATION DESCRIPTION
 MC0243
 MC0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0243'AT WILLARD.
 MC0243'AT WILLARD, ABOUT 0.8 MILE SOUTHEAST ALONG THE BALTIMORE AND
 MC0243'OHIO RAILROAD FROM THE STATION, 147 1/2 FEET WEST-NORTHWEST OF
 MC0243'THE CENTER OF THE CROSSING OF STATE HIGHWAY 99 AND THE MAIN
 MC0243'TRACK, 102 1/2 FEET WEST OF AND ACROSS THE TRACK FROM A METAL
 MC0243'POST SUPPORTING A FLASHING CROSSING SIGN, 42.3 FEET SOUTHWEST OF
 MC0243'THE SOUTHWEST RAIL OF THE MAIN TRACK, 14 FEET SOUTHEAST OF A
 MC0243'POWER POLE AND IS IN LINE WITH THE POLES, 1.2 FEET NORTHWEST OF
 MC0243'A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IS A DISK
 MC0243'ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES
 MC0243'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH METAL
 MC0243'PIPE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 MC0243'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 15 1/2 FEET.  SEC, T 1 N,
 MC0243'R 23 W.
 MC0243
 MC0243                          STATION RECOVERY (1987)
 MC0243
 MC0243'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0243'RECOVERED IN GOOD CONDITION.
 MC0243
 MC0243                          STATION RECOVERY (1992)
 MC0243
 MC0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0243'IN WILLARD, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 MC0243'STATE HIGHWAY 99, 46.3 M (151.9 FT) WEST OF THE HIGHWAY CENTERLINE,
 MC0243'13.0 M (42.7 FT) WEST OF THE NEAR RAIL, 4.3 M (14.1 FT) SOUTHEAST OF
 MC0243'UTILITY POLE NUMBER 52303 11, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 MC0243'TRACK, AND 0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST.  NOTE--THE
 MC0243'DISK IS ENCASED IN A 6-INCH STEEL PIPE NAD PROJECTS 0.15 M (0.49 FT)
 MC0243'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0488 ***********************************************************************
 JY0488  DESIGNATION -  A 311
 JY0488  PID         -  JY0488
 JY0488  STATE/COUNTY-  OH/ROSS
 JY0488  USGS QUAD   -  RICHMOND DALE (1992)
 JY0488
 JY0488                         *CURRENT SURVEY CONTROL
 JY0488  ___________________________________________________________________
 JY0488* NAD 83(1986)-  39 13 02.     (N)    082 52 23.     (W)     SCALED    
 JY0488* NAVD 88     -       184.902  (meters)     606.63   (feet)  ADJUSTED  
 JY0488  ___________________________________________________________________
 JY0488  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JY0488  DYNAMIC HT  -         184.790 (meters)     606.27  (feet)  COMP
 JY0488  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 JY0488
 JY0488  VERT ORDER  -  FIRST     CLASS I
 JY0488
 JY0488.The horizontal coordinates were scaled from a topographic map and have
 JY0488.an estimated accuracy of +/- 6 seconds.
 JY0488
 JY0488.The orthometric height was determined by differential leveling
 JY0488.and adjusted by the National Geodetic Survey in June 1991..
 JY0488
 JY0488.The geoid height was determined by GEOID03.
 JY0488
 JY0488.The dynamic height is computed by dividing the NAVD 88
 JY0488.geopotential number by the normal gravity value computed on the
 JY0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0488.degrees latitude (g = 980.6199 gals.).
 JY0488
 JY0488.The modeled gravity was interpolated from observed gravity values.
 JY0488
 JY0488;                    North         East    Units  Estimated Accuracy
 JY0488;SPC OH S     -   135,190.      567,790.      MT  (+/- 180 meters Scaled)
 JY0488
 JY0488                          SUPERSEDED SURVEY CONTROL
 JY0488
 JY0488  NGVD 29 (??/??/92)  185.064  (m)          607.16   (f) ADJ UNCH    1 1
 JY0488
 JY0488.Superseded values are not recommended for survey control.
 JY0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0488.See file dsdata.txt to determine how the superseded data were derived.
 JY0488
 JY0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD383425(NAD 83)
 JY0488_MARKER: DB = BENCH MARK DISK
 JY0488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JY0488_SP_SET: 32.0 FEET
 JY0488_STAMPING: A 311 1967
 JY0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0488
 JY0488  HISTORY     - Date     Condition        Report By
 JY0488  HISTORY     - 1967     MONUMENTED       CGS
 JY0488  HISTORY     - 20050306 GOOD             GEOCAC
 JY0488
 JY0488                          STATION DESCRIPTION
 JY0488
 JY0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0488'9.9 MI SE FROM CHILLICOTHE.
 JY0488'ABOUT 9.9 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0488'FROM THE BALTIMORE AND OHIO RAILROAD STATION AT CHILLICOTHE,
 JY0488'AT THE EAST CORNER OF A FENCE AROUND A SUB-STATION, 259 FEET
 JY0488'NORTHWEST OF AND ACROSS THE TRACK FROM MILEPOST N 646, 49 FEET
 JY0488'SOUTHWEST OF THE SOUTHWEST RAIL, 69 FEET NORTHEAST OF THE CENTER
 JY0488'LINE OF THE THREE LOCKS ROAD, 2 FEET SOUTH OF THE EAST CORNER
 JY0488'OF CONCRETE FLOOR OF THE POER SUB-STATION, 2 FEET NORTHEAST OF A
 JY0488'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND IS A
 JY0488'DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND
 JY0488'AND PROTECTED BY A 6 INCH METAL PIPE PROJECTING 2 INCHES ABOVE
 JY0488'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 JY0488'OF 32.0 FEET.
 JY0488
 JY0488                          STATION RECOVERY (2005)
 JY0488
 JY0488'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0488'WAAS CORRECTED NAD83 HANDHELD GPS COORDINATES 39 13 02.2 (N) 82 52
 JY0488'23.9 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0733 ***********************************************************************
 MC0733  DESIGNATION -  A 313
 MC0733  PID         -  MC0733
 MC0733  STATE/COUNTY-  OH/LUCAS
 MC0733  USGS QUAD   -  TOLEDO (1980)
 MC0733
 MC0733                         *CURRENT SURVEY CONTROL
 MC0733  ___________________________________________________________________
 MC0733* NAD 83(1986)-  41 41 23.     (N)    083 31 37.     (W)     SCALED    
 MC0733* NAVD 88     -       181.938  (meters)     596.91   (feet)  ADJUSTED  
 MC0733  ___________________________________________________________________
 MC0733  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0733  DYNAMIC HT  -         181.868 (meters)     596.68  (feet)  COMP
 MC0733  MODELED GRAV-     980,235.9   (mgal)                       NAVD 88
 MC0733
 MC0733  VERT ORDER  -  FIRST     CLASS I
 MC0733
 MC0733.The horizontal coordinates were scaled from a topographic map and have
 MC0733.an estimated accuracy of +/- 6 seconds.
 MC0733
 MC0733.The orthometric height was determined by differential leveling
 MC0733.and adjusted by the National Geodetic Survey in June 1991..
 MC0733
 MC0733.The geoid height was determined by GEOID03.
 MC0733
 MC0733.The dynamic height is computed by dividing the NAVD 88
 MC0733.geopotential number by the normal gravity value computed on the
 MC0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0733.degrees latitude (g = 980.6199 gals.).
 MC0733
 MC0733.The modeled gravity was interpolated from observed gravity values.
 MC0733
 MC0733;                    North         East    Units  Estimated Accuracy
 MC0733;SPC OH N     -   225,160.      514,510.      MT  (+/- 180 meters Scaled)
 MC0733
 MC0733                          SUPERSEDED SURVEY CONTROL
 MC0733
 MC0733  NGVD 29 (??/??/92)  182.124  (m)          597.52   (f) ADJ UNCH    1 1
 MC0733
 MC0733.Superseded values are not recommended for survey control.
 MC0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0733.See file dsdata.txt to determine how the superseded data were derived.
 MC0733
 MC0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG897184(NAD 83)
 MC0733_MARKER: DB = BENCH MARK DISK
 MC0733_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0733_SP_SET: PIER COLUMN
 MC0733_STAMPING: A 313 1968
 MC0733_MARK LOGO: CGS   
 MC0733_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0733+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0733
 MC0733  HISTORY     - Date     Condition        Report By
 MC0733  HISTORY     - 1968     MONUMENTED       CGS
 MC0733  HISTORY     - 1983     GOOD             LOCSUR
 MC0733  HISTORY     - 1985     GOOD             USPSQD
 MC0733  HISTORY     - 1987     SEE DESCRIPTION  USPSQD
 MC0733  HISTORY     - 19930715 GOOD             NGS
 MC0733
 MC0733                          STATION DESCRIPTION
 MC0733
 MC0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0733'AT TOLEDO.
 MC0733'AT TOLEDO, ABOUT 0.2 MILE NORTH ALONG STICKNEY AVENUE FROM
 MC0733'THE INTERSECTION OF MANHATTAN BLVD, SET VERTICALLY IN THE
 MC0733'SOUTH FACE OF THE SOUTH LEG OF THE WEST PIER SUPPORTING THE
 MC0733'EXPRESSWAY OVER THE AVENUE, 7.7 WEST OF THE WEST CURB OF THE
 MC0733'AVENUE, 3 1/2 FEET ABOVE THE SIDEWALK AND THE AVENUE.
 MC0733
 MC0733                          STATION RECOVERY (1983)
 MC0733
 MC0733'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0733'RECOVERED IN GOOD CONDITION.
 MC0733
 MC0733                          STATION RECOVERY (1985)
 MC0733
 MC0733'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0733'RECOVERED IN GOOD CONDITION.
 MC0733
 MC0733                          STATION RECOVERY (1987)
 MC0733
 MC0733'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0733'RECOVERED AS DESCRIBED.
 MC0733
 MC0733                          STATION RECOVERY (1993)
 MC0733
 MC0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0733'IN TOLEDO, AT THE INTERSECTION OF STICKNEY AVENUE AND INTERSTATE
 MC0733'HIGHWAY 75, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY OF
 MC0733'6 COLUMNS OF THE FIRST PIER EAST OF THE WEST ABUTMENT OF THE HIGHWAY
 MC0733'OVERPASS OF THE AVENUE, 25.4 M (83.3 FT) NORTH OF THE CENTER OF
 MC0733'EXPRESSWAY DRIVE SOUTH, 6.6 M (21.7 FT) WEST OF THE CENTERLINE OF THE
 MC0733'SOUTHBOUND LANES OF THE AVENUE, 6.6 M (21.7 FT) SOUTH OF THE CENTER
 MC0733'OF THE EASTBOUND OVERPASS, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE
 MC0733'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0088 ***********************************************************************
 MD0088  DESIGNATION -  A 314
 MD0088  PID         -  MD0088
 MD0088  STATE/COUNTY-  OH/PUTNAM
 MD0088  USGS QUAD   -  OTTAWA (1977)
 MD0088
 MD0088                         *CURRENT SURVEY CONTROL
 MD0088  ___________________________________________________________________
 MD0088* NAD 83(1986)-  41 06 05.     (N)    084 00 31.     (W)     SCALED    
 MD0088* NAVD 88     -       234.850  (meters)     770.50   (feet)  ADJUSTED  
 MD0088  ___________________________________________________________________
 MD0088  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 MD0088  DYNAMIC HT  -         234.739 (meters)     770.14  (feet)  COMP
 MD0088  MODELED GRAV-     980,146.0   (mgal)                       NAVD 88
 MD0088
 MD0088  VERT ORDER  -  FIRST     CLASS I
 MD0088
 MD0088.The horizontal coordinates were scaled from a topographic map and have
 MD0088.an estimated accuracy of +/- 6 seconds.
 MD0088
 MD0088.The orthometric height was determined by differential leveling
 MD0088.and adjusted by the National Geodetic Survey in April 1995..
 MD0088
 MD0088.The geoid height was determined by GEOID03.
 MD0088
 MD0088.The dynamic height is computed by dividing the NAVD 88
 MD0088.geopotential number by the normal gravity value computed on the
 MD0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0088.degrees latitude (g = 980.6199 gals.).
 MD0088
 MD0088.The modeled gravity was interpolated from observed gravity values.
 MD0088
 MD0088;                    North         East    Units  Estimated Accuracy
 MD0088;SPC OH N     -   160,420.      473,280.      MT  (+/- 180 meters Scaled)
 MD0088
 MD0088                          SUPERSEDED SURVEY CONTROL
 MD0088
 MD0088  NAVD 88 (06/15/91)  234.848  (m)          770.50   (f) UNKNOWN     1 1
 MD0088  NGVD 29 (01/19/93)  235.030  (m)          771.09   (f) ADJUSTED    1 1
 MD0088
 MD0088.Superseded values are not recommended for survey control.
 MD0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0088.See file dsdata.txt to determine how the superseded data were derived.
 MD0088
 MD0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL512543(NAD 83)
 MD0088_MARKER: DB = BENCH MARK DISK
 MD0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0088_SP_SET: CONCRETE POST
 MD0088_STAMPING: A 314 1968
 MD0088_MARK LOGO: CGS   
 MD0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0088+STABILITY: SURFACE MOTION
 MD0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0088+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MD0088
 MD0088  HISTORY     - Date     Condition        Report By
 MD0088  HISTORY     - 1968     MONUMENTED       CGS
 MD0088  HISTORY     - 19921022 GOOD             NGS
 MD0088
 MD0088                          STATION DESCRIPTION
 MD0088
 MD0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0088'0.8 MI W FROM LEIPSIC.
 MD0088'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY 113 FROM THE CROSSING
 MD0088'OF THE DETROIT, TOLEDO AND IRONTON RAILROAD AT LEIPSIC, NEAR
 MD0088'THE INTERSECTION OF COUNTY ROAD NO. 7 D, 81 FEET SOUTHWEST OF
 MD0088'THE CENTER OF THE INTERSECTION, 71 FEET WEST OF THE CENTER LINE
 MD0088'OF THE COUNTY ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE
 MD0088'HIGHWAY, 1.3 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET EAST
 MD0088'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 MD0088'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 MD0088'THE LEVEL OF THE GROUND.  IN SECTION 25, R 7 E, T 2 N.
 MD0088
 MD0088                          STATION RECOVERY (1992)
 MD0088
 MD0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0088'2.1 KM (1.30 MI) WESTERLY ALONG STATE HIGHWAY 613 FROM THE JUNCTION
 MD0088'OF STATE HIGHWAY 65 IN LEIPSIC, 23.0 M (75.5 FT) WEST OF THE CENTER
 MD0088'OF COUNTY ROAD 7 D, 8.6 M (28.2 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MD0088'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH
 MD0088'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE
 MD0088'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0225 ***********************************************************************
 MD0225  DESIGNATION -  A 315
 MD0225  PID         -  MD0225
 MD0225  STATE/COUNTY-  OH/PAULDING
 MD0225  USGS QUAD   -  LATTY (1973)
 MD0225
 MD0225                         *CURRENT SURVEY CONTROL
 MD0225  ___________________________________________________________________
 MD0225* NAD 83(1986)-  41 05 29.     (N)    084 33 14.     (W)     SCALED    
 MD0225* NAVD 88     -       221.394  (meters)     726.36   (feet)  ADJUSTED  
 MD0225  ___________________________________________________________________
 MD0225  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 MD0225  DYNAMIC HT  -         221.301 (meters)     726.05  (feet)  COMP
 MD0225  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 MD0225
 MD0225  VERT ORDER  -  FIRST     CLASS I
 MD0225
 MD0225.The horizontal coordinates were scaled from a topographic map and have
 MD0225.an estimated accuracy of +/- 6 seconds.
 MD0225
 MD0225.The orthometric height was determined by differential leveling
 MD0225.and adjusted by the National Geodetic Survey in June 1991..
 MD0225
 MD0225.The geoid height was determined by GEOID03.
 MD0225
 MD0225.The dynamic height is computed by dividing the NAVD 88
 MD0225.geopotential number by the normal gravity value computed on the
 MD0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0225.degrees latitude (g = 980.6199 gals.).
 MD0225
 MD0225.The modeled gravity was interpolated from observed gravity values.
 MD0225
 MD0225;                    North         East    Units  Estimated Accuracy
 MD0225;SPC OH N     -   160,240.      427,460.      MT  (+/- 180 meters Scaled)
 MD0225
 MD0225                          SUPERSEDED SURVEY CONTROL
 MD0225
 MD0225  NGVD 29 (??/??/92)  221.555  (m)          726.88   (f) ADJ UNCH    1 1
 MD0225
 MD0225.Superseded values are not recommended for survey control.
 MD0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0225.See file dsdata.txt to determine how the superseded data were derived.
 MD0225
 MD0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL054517(NAD 83)
 MD0225_MARKER: DB = BENCH MARK DISK
 MD0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0225_STAMPING: A 315 1968
 MD0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0225+STABILITY: SURFACE MOTION
 MD0225
 MD0225  HISTORY     - Date     Condition        Report By
 MD0225  HISTORY     - 1968     MONUMENTED       CGS
 MD0225  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0225
 MD0225                          STATION DESCRIPTION
 MD0225
 MD0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0225'1.5 MI E FROM LATTY.
 MD0225'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 113 FROM THE CROSSING
 MD0225'OF THE PENN CENTRAL RAILROAD AT LATTY, AT THE INTERSECTION OF
 MD0225'JACKSON TOWNSHIP ROAD NO. 117, 80 FEET SOUTHWEST OF THE CENTER
 MD0225'OF THE INTERSECTION, 67 FEET SOUTH OF THE CENTER LINE OF THE
 MD0225'HIGHWAY, 42 FEET WEST OF THE CENTER LINE OF THE TOWNSHIP ROAD,
 MD0225'8 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET EAST OF A METAL
 MD0225'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 MD0225'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 MD0225'OF THE GROUND.  IN SECTION 31, R3E, T2N.
 MD0225
 MD0225                          STATION RECOVERY (1992)
 MD0225
 MD0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0225'THE POST WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1033 ***********************************************************************
 MC1033  DESIGNATION -  A 316
 MC1033  PID         -  MC1033
 MC1033  STATE/COUNTY-  OH/LUCAS
 MC1033  USGS QUAD   -  TOLEDO (1980)
 MC1033
 MC1033                         *CURRENT SURVEY CONTROL
 MC1033  ___________________________________________________________________
 MC1033* NAD 83(1986)-  41 38 31.     (N)    083 32 40.     (W)     SCALED    
 MC1033* NAVD 88     -       184.972  (meters)     606.86   (feet)  ADJUSTED  
 MC1033  ___________________________________________________________________
 MC1033  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 MC1033  DYNAMIC HT  -         184.901 (meters)     606.63  (feet)  COMP
 MC1033  MODELED GRAV-     980,231.4   (mgal)                       NAVD 88
 MC1033
 MC1033  VERT ORDER  -  FIRST     CLASS II
 MC1033
 MC1033.The horizontal coordinates were scaled from a topographic map and have
 MC1033.an estimated accuracy of +/- 6 seconds.
 MC1033
 MC1033.The orthometric height was determined by differential leveling
 MC1033.and adjusted by the National Geodetic Survey in June 1991..
 MC1033
 MC1033.The geoid height was determined by GEOID03.
 MC1033
 MC1033.The dynamic height is computed by dividing the NAVD 88
 MC1033.geopotential number by the normal gravity value computed on the
 MC1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1033.degrees latitude (g = 980.6199 gals.).
 MC1033
 MC1033.The modeled gravity was interpolated from observed gravity values.
 MC1033
 MC1033;                    North         East    Units  Estimated Accuracy
 MC1033;SPC OH N     -   219,870.      512,990.      MT  (+/- 180 meters Scaled)
 MC1033
 MC1033                          SUPERSEDED SURVEY CONTROL
 MC1033
 MC1033  NGVD 29 (06/03/92)  185.170  (m)          607.51   (f) ADJUSTED    1 2
 MC1033
 MC1033.Superseded values are not recommended for survey control.
 MC1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1033.See file dsdata.txt to determine how the superseded data were derived.
 MC1033
 MC1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG880131(NAD 83)
 MC1033_MARKER: I = METAL ROD
 MC1033_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1033_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1033_STAMPING: A 316 1980
 MC1033_MARK LOGO: NGS   
 MC1033_PROJECTION: FLUSH
 MC1033_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC1033+STABILITY: POSITION/ELEVATION WELL
 MC1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1033+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC1033_ROD/PIPE-DEPTH: 13.7 meters
 MC1033_SLEEVE-DEPTH  : 6.1 meters
 MC1033
 MC1033  HISTORY     - Date     Condition        Report By
 MC1033  HISTORY     - 1980     MONUMENTED       NGS
 MC1033  HISTORY     - 19930715 GOOD             NGS
 MC1033
 MC1033                          STATION DESCRIPTION
 MC1033
 MC1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1033'IN TOLEDO.
 MC1033'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 MC1033'IN TOLEDO, 0.08 KILOMETER (0.05 MILE) SOUTHWEST OF THE JUNCTION OF
 MC1033'ST. CLAIR AND WILLIAMS STREET, SET IN THE LAWN ON THE NORTHWEST SIDE
 MC1033'OF THE US POST OFFICE (MAIN OFFICE), 19.0 METERS (62.3 FEET) NORTHEAST
 MC1033'OF THE NORTHEAST EDGE OF A CONCRETE SIDEWALK LEADING TO THE MAIN
 MC1033'ENTRANCE TO THE POST OFFICE, 18.3 METERS (60.0 FEET) SOUTHWEST OF THE
 MC1033'SOUTHWEST CURB OF A U SHAPED PARKING LOT AND DRIVE, 15.7 METERS (51.5
 MC1033'FEET) SOUTHEAST OF THE SOUTHEAST CURB OF ST. CLAIR STREET, 14.8 METERS
 MC1033'(48.5 FEET) WEST-SOUTHWEST OF THE NORTH CORNER OF THE MOST
 MC1033'NORTHWESTERLY WING ON THE POST OFFICE, 3.1 METERS (10.2 FEET)
 MC1033'NORTHEAST OF THE CENTER OF A METAL FLAG POLE.
 MC1033
 MC1033                          STATION RECOVERY (1993)
 MC1033
 MC1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC1033'IN TOLEDO, AT THE INTERSECTION OF SAINT CLAIRE AND WILLIAMS STREETS,
 MC1033'163.7 M (537.1 FT) SOUTHWEST OF THE CENTER OF WILLIAMS STREET, 22.0 M
 MC1033'(72.2 FT) SOUTHEAST OF THE CENTERLINE OF SAINT CLAIR STREET, 6.0 M
 MC1033'(19.7 FT) NORTHWEST OF THE NORTHWEST FACE OF THE POST OFFICE, 3.0 M
 MC1033'(9.8 FT) NORTHEAST OF A FLAG POLE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 MC1033'OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MC1033'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1009 ***********************************************************************
 MC1009  DESIGNATION -  A 317
 MC1009  PID         -  MC1009
 MC1009  STATE/COUNTY-  OH/OTTAWA
 MC1009  USGS QUAD   -  LACARNE (1980)
 MC1009
 MC1009                         *CURRENT SURVEY CONTROL
 MC1009  ___________________________________________________________________
 MC1009* NAD 83(1986)-  41 31 13.     (N)    083 05 15.     (W)     SCALED    
 MC1009* NAVD 88     -       177.140  (meters)     581.17   (feet)  ADJUSTED  
 MC1009  ___________________________________________________________________
 MC1009  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC1009  DYNAMIC HT  -         177.068 (meters)     580.93  (feet)  COMP
 MC1009  MODELED GRAV-     980,211.9   (mgal)                       NAVD 88
 MC1009
 MC1009  VERT ORDER  -  FIRST     CLASS II
 MC1009
 MC1009.The horizontal coordinates were scaled from a topographic map and have
 MC1009.an estimated accuracy of +/- 6 seconds.
 MC1009
 MC1009.The orthometric height was determined by differential leveling
 MC1009.and adjusted by the National Geodetic Survey in June 1991..
 MC1009
 MC1009.The geoid height was determined by GEOID03.
 MC1009
 MC1009.The dynamic height is computed by dividing the NAVD 88
 MC1009.geopotential number by the normal gravity value computed on the
 MC1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1009.degrees latitude (g = 980.6199 gals.).
 MC1009
 MC1009.The modeled gravity was interpolated from observed gravity values.
 MC1009
 MC1009;                    North         East    Units  Estimated Accuracy
 MC1009;SPC OH N     -   206,010.      550,960.      MT  (+/- 180 meters Scaled)
 MC1009
 MC1009                          SUPERSEDED SURVEY CONTROL
 MC1009
 MC1009  NGVD 29 (06/03/92)  177.345  (m)          581.84   (f) ADJUSTED    1 2
 MC1009
 MC1009.Superseded values are not recommended for survey control.
 MC1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1009.See file dsdata.txt to determine how the superseded data were derived.
 MC1009
 MC1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF258986(NAD 83)
 MC1009_MARKER: I = METAL ROD
 MC1009_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC1009_SP_SET: STAINLESS STEEL ROD
 MC1009_STAMPING: A 317 1980
 MC1009_PROJECTION: FLUSH
 MC1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1009+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 MC1009_ROD/PIPE-DEPTH: 6.1  meters
 MC1009
 MC1009  HISTORY     - Date     Condition        Report By
 MC1009  HISTORY     - 1980     MONUMENTED       NGS
 MC1009  HISTORY     - 20040729 GOOD             OHDT
 MC1009
 MC1009                          STATION DESCRIPTION
 MC1009
 MC1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1009'5.0 KM EAST FROM OAK HARBOR.
 MC1009'4.8 KILOMETERS (3.0 MILES) EAST ALONG THE PENN CENTRAL RAILROAD FROM
 MC1009'THE CROSSING OF STATE HIGHWAY 19 AT OAK HARBOR, THENCE 0.16 KM (0.1
 MC1009'MILE) NORTH ALONG TOUISSAINT SOUTH ROAD, SET AT THE EAST END OF A
 MC1009'GROVE OF TREES, 25.55 METERS (83.8 FEET) SOUTHEAST OF THE SOUTHEAST
 MC1009'CORNER OF A WHITE WOODEN FRAME HOUSE, 14.85 METERS (48.7 FEET) SOUTH-
 MC1009'SOUTHWEST OF A 15-INCH WALNUT TREE, 12.5 METERS (41.0 FEET) WEST OF
 MC1009'THE CENTER LINE OF TOUISSIANT SOUTH RAOD, 12.35 METERS (40.5 FEET)
 MC1009'SOUTH-SOUTHEAST OF A 12-INCH WALNUT TREE, 4.75 METERS (15.6 FEET) WEST
 MC1009'OF THE THIRD POWER POLE NORTH OF THE TRACKS.
 MC1009'THE MARK IS ABOVE LEVEL WITH ROAD.
 MC1009
 MC1009                          STATION RECOVERY (2004)
 MC1009
 MC1009'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0968 ***********************************************************************
 MC0968  DESIGNATION -  A 318
 MC0968  PID         -  MC0968
 MC0968  STATE/COUNTY-  OH/ERIE
 MC0968  USGS QUAD   -  CASTALIA (1969)
 MC0968
 MC0968                         *CURRENT SURVEY CONTROL
 MC0968  ___________________________________________________________________
 MC0968* NAD 83(1986)-  41 27 46.     (N)    082 48 00.     (W)     SCALED    
 MC0968* NAVD 88     -       175.784  (meters)     576.72   (feet)  ADJUSTED  
 MC0968  ___________________________________________________________________
 MC0968  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC0968  DYNAMIC HT  -         175.711 (meters)     576.48  (feet)  COMP
 MC0968  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 MC0968
 MC0968  VERT ORDER  -  FIRST     CLASS II
 MC0968
 MC0968.The horizontal coordinates were scaled from a topographic map and have
 MC0968.an estimated accuracy of +/- 6 seconds.
 MC0968
 MC0968.The orthometric height was determined by differential leveling
 MC0968.and adjusted by the National Geodetic Survey in June 1991..
 MC0968
 MC0968.The geoid height was determined by GEOID03.
 MC0968
 MC0968.The dynamic height is computed by dividing the NAVD 88
 MC0968.geopotential number by the normal gravity value computed on the
 MC0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0968.degrees latitude (g = 980.6199 gals.).
 MC0968
 MC0968.The modeled gravity was interpolated from observed gravity values.
 MC0968
 MC0968;                    North         East    Units  Estimated Accuracy
 MC0968;SPC OH N     -   199,500.      574,940.      MT  (+/- 180 meters Scaled)
 MC0968
 MC0968                          SUPERSEDED SURVEY CONTROL
 MC0968
 MC0968  NGVD 29 (06/03/92)  175.998  (m)          577.42   (f) ADJUSTED    1 2
 MC0968
 MC0968.Superseded values are not recommended for survey control.
 MC0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0968.See file dsdata.txt to determine how the superseded data were derived.
 MC0968
 MC0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF496916(NAD 83)
 MC0968_MARKER: I = METAL ROD
 MC0968_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0968_SP_SET: STAINLESS STEEL ROD
 MC0968_STAMPING: A 318 1980
 MC0968_PROJECTION: FLUSH
 MC0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0968+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 MC0968_ROD/PIPE-DEPTH: 2.7  meters
 MC0968
 MC0968  HISTORY     - Date     Condition        Report By
 MC0968  HISTORY     - 1980     MONUMENTED       NGS
 MC0968  HISTORY     - 20040802 GOOD             OHDT
 MC0968
 MC0968                          STATION DESCRIPTION
 MC0968
 MC0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0968'6.05 KM NW FROM SANDUSKY.
 MC0968'3.1 KILOMETERS (1.95 MILES) WEST-NORTHWEST ALONG U.S. HIGHWAY 6 FROM
 MC0968'THE JUNCTION OF STATE HIGHWAY 101 AND 412 ON THE WEST SIDE OF
 MC0968'SANDUSKY, THENCE 2.95 KILOMETERS (1.85 MILES) NORTHWEST ALONG VENICE
 MC0968'ROAD, AT THE JUNCTION OF A DIM DIRT ROAD LEADING SOUTH AND PARALLELING
 MC0968'A WATERWAY, AT THE NORTHWEST END OF AN OPENING IN THE GUARD RAIL ON
 MC0968'THE SOUTHWEST SIDE OF THE HIGHWAY, 7.3 METERS (24.0 FEET) SOUTHWEST
 MC0968'OF THE CENTER LINE OF THE HIGHWAY, 4.3 METERS (14.0 FEET) SOUTHEAST
 MC0968'OF THE CENTER OF THE DIM ROAD, 0.85 METER (2.8 FEET) OF THE NORTHWEST
 MC0968'END OF THE GUARD RAIL, AND 0.55 METER (1.8 FEET) SOUTHWEST OF THE
 MC0968'FACE OF THE GUARD RAIL.
 MC0968'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 MC0968'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MC0968
 MC0968                          STATION RECOVERY (2004)
 MC0968
 MC0968'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0927 ***********************************************************************
 MC0927  CBN         -  This is a Cooperative Base Network Control Station.
 MC0927  DESIGNATION -  A 319
 MC0927  PID         -  MC0927
 MC0927  STATE/COUNTY-  OH/ERIE
 MC0927  USGS QUAD   -  VERMILION WEST (1979)
 MC0927
 MC0927                         *CURRENT SURVEY CONTROL
 MC0927  ___________________________________________________________________
 MC0927* NAD 83(1995)-  41 24 50.07271(N)    082 23 27.65256(W)     ADJUSTED  
 MC0927* NAVD 88     -       181.327  (meters)     594.90   (feet)  ADJUSTED  
 MC0927  ___________________________________________________________________
 MC0927  X           -     634,308.053 (meters)                     COMP
 MC0927  Y           -  -4,748,237.436 (meters)                     COMP
 MC0927  Z           -   4,197,103.182 (meters)                     COMP
 MC0927  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 MC0927  ELLIP HEIGHT-         146.36  (meters)          (09/23/04) GPS OBS
 MC0927  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 MC0927  DYNAMIC HT  -         181.254 (meters)     594.66  (feet)  COMP
 MC0927  MODELED GRAV-     980,217.1   (mgal)                       NAVD 88
 MC0927
 MC0927  HORZ ORDER  -  B
 MC0927  VERT ORDER  -  FIRST     CLASS II
 MC0927  ELLP ORDER  -  FOURTH    CLASS I
 MC0927
 MC0927.The horizontal coordinates were established by GPS observations
 MC0927.and adjusted by the National Geodetic Survey in April 2004..
 MC0927
 MC0927.The orthometric height was determined by differential leveling
 MC0927.and adjusted by the National Geodetic Survey in June 1991..
 MC0927
 MC0927.Photographs are available for this station.
 MC0927
 MC0927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC0927
 MC0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0927
 MC0927.The ellipsoidal height was determined by GPS observations
 MC0927.and is referenced to NAD 83.
 MC0927
 MC0927.The geoid height was determined by GEOID03.
 MC0927
 MC0927.The dynamic height is computed by dividing the NAVD 88
 MC0927.geopotential number by the normal gravity value computed on the
 MC0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0927.degrees latitude (g = 980.6199 gals.).
 MC0927
 MC0927.The modeled gravity was interpolated from observed gravity values.
 MC0927
 MC0927;                    North         East     Units Scale Factor Converg.
 MC0927;SPC OH N     -   194,032.097   609,111.514   MT  0.99995736   +0 04 17.8
 MC0927;UTM  17      - 4,585,640.140   383,746.996   MT  0.99976632   -0 55 12.9
 MC0927
 MC0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0927!SPC OH N     -   0.99997704  x   0.99995736  =   0.99993440
 MC0927!UTM  17      -   0.99997704  x   0.99976632  =   0.99974337
 MC0927
 MC0927                          SUPERSEDED SURVEY CONTROL
 MC0927
 MC0927  ELLIP H (04/12/04)  146.34   (m)                       GP(       ) 3 1
 MC0927  NAVD 88 (04/12/04)  181.33   (m)          594.9    (f) LEVELING    3  
 MC0927  NGVD 29 (06/03/92)  181.562  (m)          595.67   (f) ADJUSTED    1 2
 MC0927
 MC0927.Superseded values are not recommended for survey control.
 MC0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0927.See file dsdata.txt to determine how the superseded data were derived.
 MC0927
 MC0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF8374785640(NAD 83)
 MC0927_MARKER: F = FLANGE-ENCASED ROD
 MC0927_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0927_SP_SET: STAINLESS STEEL ROD
 MC0927_STAMPING: A 319 1980
 MC0927_MARK LOGO: NGS   
 MC0927_PROJECTION: FLUSH
 MC0927_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0927+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 MC0927_ROD/PIPE-DEPTH: 3.3  meters
 MC0927
 MC0927  HISTORY     - Date     Condition        Report By
 MC0927  HISTORY     - 1980     MONUMENTED       NGS
 MC0927  HISTORY     - 20030606 GOOD             WOOLPT
 MC0927  HISTORY     - 20031028 GOOD             NGS+SS
 MC0927  HISTORY     - 20040819 POOR             OHDT
 MC0927
 MC0927                          STATION DESCRIPTION
 MC0927
 MC0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0927'2.9 KM SW FROM VERMILION.
 MC0927'2.9 KILOMETERS (1.8 MILES) SOUTHWEST ALONG US HIGHWAY 6 FROM THE EAST
 MC0927'END OF THE BRIDGE OVER THE VERMILION RIVER IN VERMILION, AT THE
 MC0927'SOUTHWEST CORNER OF THE JUNCTION OF COEN ROAD, ON THE PROPERTY OF THE
 MC0927'GRACE UNITED METHODIST CHURCH, 28.6 METERS (94.0 FEET) WEST OF THE
 MC0927'CENTER OF COEN ROAD, 17.7 METERS (58 FEET) SOUTHEAST OF THE CENTER
 MC0927'LINE OF THE HIGHWAY, 0.95 METER (3.1 FEET) NORTHWEST OF THE NORTHWEST
 MC0927'FACE OF THE MOST NORTHWESTERLY OF 2-BRICK PILLARS SUPPORTING A SIGN
 MC0927'FOR THE CHURCH.
 MC0927'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MC0927
 MC0927                          STATION RECOVERY (2003)
 MC0927
 MC0927'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (GTF)
 MC0927'RECOVERED AS DESCRIBED.
 MC0927
 MC0927                          STATION RECOVERY (2003)
 MC0927
 MC0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DAC)
 MC0927'RECOVERED IN GOOD CONDITION.
 MC0927
 MC0927                          STATION RECOVERY (2004)
 MC0927
 MC0927'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0927'CONCRETE COLLAR HAS BEEN DISTURBED, BUT STAINLESS STEEL ROD APPEARS
 MC0927'UNAFFECTED.
 MC0927' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1466 ***********************************************************************
 KY1466  DESIGNATION -  A 32
 KY1466  PID         -  KY1466
 KY1466  STATE/COUNTY-  OH/COSHOCTON
 KY1466  USGS QUAD   -  KILLBUCK (1994)
 KY1466
 KY1466                         *CURRENT SURVEY CONTROL
 KY1466  ___________________________________________________________________
 KY1466* NAD 83(1986)-  40 25 53.     (N)    081 58 01.     (W)     SCALED    
 KY1466* NAVD 88     -       243.421  (meters)     798.62   (feet)  ADJUSTED  
 KY1466  ___________________________________________________________________
 KY1466  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KY1466  DYNAMIC HT  -         243.300 (meters)     798.23  (feet)  COMP
 KY1466  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 KY1466
 KY1466  VERT ORDER  -  SECOND    CLASS 0
 KY1466
 KY1466.The horizontal coordinates were scaled from a topographic map and have
 KY1466.an estimated accuracy of +/- 6 seconds.
 KY1466
 KY1466.The orthometric height was determined by differential leveling
 KY1466.and adjusted by the National Geodetic Survey in June 1991..
 KY1466
 KY1466.The geoid height was determined by GEOID03.
 KY1466
 KY1466.The dynamic height is computed by dividing the NAVD 88
 KY1466.geopotential number by the normal gravity value computed on the
 KY1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1466.degrees latitude (g = 980.6199 gals.).
 KY1466
 KY1466.The modeled gravity was interpolated from observed gravity values.
 KY1466
 KY1466;                    North         East    Units  Estimated Accuracy
 KY1466;SPC OH N     -    85,060.      645,230.      MT  (+/- 180 meters Scaled)
 KY1466
 KY1466                          SUPERSEDED SURVEY CONTROL
 KY1466
 KY1466  NGVD 29 (??/??/92)  243.630  (m)          799.31   (f) ADJ UNCH    2 0
 KY1466
 KY1466.Superseded values are not recommended for survey control.
 KY1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1466.See file dsdata.txt to determine how the superseded data were derived.
 KY1466
 KY1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME179760(NAD 83)
 KY1466_MARKER: DB = BENCH MARK DISK
 KY1466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1466_SP_SET: SANDSTONE BLOCK
 KY1466_STAMPING: A 32 1934
 KY1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1466
 KY1466  HISTORY     - Date     Condition        Report By
 KY1466  HISTORY     - 1934     MONUMENTED       CGS
 KY1466
 KY1466                          STATION DESCRIPTION
 KY1466
 KY1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1466'0.3 MI S FROM LAYLAND.
 KY1466'0.3 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1466'AT LAYLAND, COSHOCTON COUNTY, AT THE SOUTHWEST CORNER OF A BRIDGE
 KY1466'OVER A CREEK, AT THE SECOND STONE FROM THE TOP OF THE SOUTH
 KY1466'HEADWALL, IN THE TOP OF THE CENTER OF A SANDSTONE BLOCK, 6
 KY1466'FEET WEST OF THE WEST RAIL, AND ABOUT 3 FEET LOWER THAN THE
 KY1466'TRACK.  A STANDARD DISK, STAMPED A 32 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0891 ***********************************************************************
 MC0891  DESIGNATION -  A 320
 MC0891  PID         -  MC0891
 MC0891  STATE/COUNTY-  OH/LORAIN
 MC0891  USGS QUAD   -  GRAFTON (1979)
 MC0891
 MC0891                         *CURRENT SURVEY CONTROL
 MC0891  ___________________________________________________________________
 MC0891* NAD 83(1995)-  41 30 46.58563(N)    082 01 07.35381(W)     ADJUSTED  
 MC0891* NAVD 88     -       180.363  (meters)     591.74   (feet)  ADJUSTED  
 MC0891  ___________________________________________________________________
 MC0891  X           -     664,136.973 (meters)                     COMP
 MC0891  Y           -  -4,736,802.734 (meters)                     COMP
 MC0891  Z           -   4,205,345.156 (meters)                     COMP
 MC0891  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 MC0891  ELLIP HEIGHT-         145.74  (meters)          (10/07/05) GPS OBS
 MC0891  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 MC0891  DYNAMIC HT  -         180.294 (meters)     591.51  (feet)  COMP
 MC0891  MODELED GRAV-     980,236.4   (mgal)                       NAVD 88
 MC0891
 MC0891  HORZ ORDER  -  FIRST
 MC0891  VERT ORDER  -  FIRST     CLASS II
 MC0891  ELLP ORDER  -  FOURTH    CLASS I
 MC0891
 MC0891.The horizontal coordinates were established by GPS observations
 MC0891.and adjusted by the National Geodetic Survey in April 1998..
 MC0891
 MC0891.The orthometric height was determined by differential leveling
 MC0891.and adjusted by the National Geodetic Survey in June 1991..
 MC0891
 MC0891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC0891
 MC0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0891
 MC0891.The ellipsoidal height was determined by GPS observations
 MC0891.and is referenced to NAD 83.
 MC0891
 MC0891.The geoid height was determined by GEOID03.
 MC0891
 MC0891.The dynamic height is computed by dividing the NAVD 88
 MC0891.geopotential number by the normal gravity value computed on the
 MC0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0891.degrees latitude (g = 980.6199 gals.).
 MC0891
 MC0891.The modeled gravity was interpolated from observed gravity values.
 MC0891
 MC0891;                    North         East     Units Scale Factor Converg.
 MC0891;SPC OH N     -   205,135.563   640,176.483   MT  0.99996929   +0 18 58.3
 MC0891;UTM  17      - 4,596,201.769   414,992.067   MT  0.99968893   -0 40 30.8
 MC0891
 MC0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0891!SPC OH N     -   0.99997714  x   0.99996929  =   0.99994643
 MC0891!UTM  17      -   0.99997714  x   0.99968893  =   0.99966608
 MC0891
 MC0891                          SUPERSEDED SURVEY CONTROL
 MC0891
 MC0891  ELLIP H (04/01/98)  145.79   (m)                       GP(       ) 4 1
 MC0891  NAD 83(1995)-  41 30 46.58685(N)    082 01 07.35434(W) AD(       ) 1
 MC0891  NAD 83(1986)-  41 30 46.59586(N)    082 01 07.35821(W) AD(       ) 1
 MC0891  NAD 83(1986)-  41 30 46.59406(N)    082 01 07.37102(W) AD(       ) 3
 MC0891  NAD 27      -  41 30 46.39658(N)    082 01 07.82359(W) AD(       ) 3
 MC0891  NGVD 29 (06/03/92)  180.609  (m)          592.55   (f) ADJUSTED    1 2
 MC0891
 MC0891.Superseded values are not recommended for survey control.
 MC0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0891.See file dsdata.txt to determine how the superseded data were derived.
 MC0891
 MC0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF1499296202(NAD 83)
 MC0891_MARKER: I = METAL ROD
 MC0891_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC0891+WITH SETTING: INFORMATION.
 MC0891_SP_SET: SHALLOW SET METAL ROD
 MC0891_STAMPING: A 320 1980
 MC0891_MARK LOGO: NGS   
 MC0891_PROJECTION: FLUSH
 MC0891_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0891+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MC0891_ROD/PIPE-DEPTH: 2.2  meters
 MC0891
 MC0891  HISTORY     - Date     Condition        Report By
 MC0891  HISTORY     - 1980     MONUMENTED       NGS
 MC0891  HISTORY     - 1986     GOOD             NGS
 MC0891  HISTORY     - 19871020 GOOD
 MC0891  HISTORY     - 19900325 GOOD             AEROS
 MC0891  HISTORY     - 20040830 GOOD             OHDT
 MC0891
 MC0891                          STATION DESCRIPTION
 MC0891
 MC0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0891'14.45 KM EAST FROM LORAIN.
 MC0891'14.45 KILOMETERS (9.05 MILES) EAST ALONG US HIGHWAY 6 FROM THE
 MC0891'SOUTHWEST END OF THE BRIDGE OVER BLACK RIVER IN LORAIN, AT THE
 MC0891'SOUTHWEST CORNER OF THE T-JUNCTION OF STATE HIGHWAY 83 (AVON BELDEN
 MC0891'ROAD), SET IN THE LAWN NORTHEAST OF THE OLD FIREHOUSE (THE AVON LAKE
 MC0891'CIVIC CENTER), 8.55 METERS (28.0 FEET) SOUTH OF THE SOUTH CURB OF
 MC0891'US HIGHWAY 6, 14.8 METERS (48.5 FEET) WEST OF THE CENTER LINE OF
 MC0891'STATE HIGHWAY 83, 11.6 METERS (38.0 FEET) NORTHEAST OF THE NORTHEAST
 MC0891'CORNER OF THE CIVIC CENTER, 2.35 METERS (7.7 FEET) NORTH-NORTHEAST OF
 MC0891'THE NORTHEAST LEG OF A TWO-LEGGED SIGN FOR THE OLD FIREHOUSE.
 MC0891'ROD DRIVEN TO REFUSAL AT 2.2 METERS.
 MC0891'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MC0891
 MC0891                          STATION RECOVERY (1986)
 MC0891
 MC0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MC0891'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF LORAIN IN THE TOWN
 MC0891'OF AVON LAKE.  IT IS IN THE SOUTHWEST ANGLE OF THE JUNCTION OF US
 MC0891'HIGHWAY 6 AND STATE HIGHWAY 83 SET THE LAWN OF THE OLD FIREHOUSE
 MC0891'(THE AVON LAKE CIVIC CENTER).  OWNERSHIP TOWN OF AVON LAKE.
 MC0891'THE STATION IS A NGS FLANGE-ENCASED ROD WITH THE METAL FLANGE STAMPED
 MC0891'--A 320 1980-- SET FLUSH WITH GROUND.  IT IS 14.8 METERS WEST OF
 MC0891'THE CENTERLINE OF STATE HIGHWAY 83, 11.6 METERS NORTHEAST OF THE
 MC0891'NORTHEAST CORNER OF THE OLD FIREHOUSE, 8.5 METERS SOUTH OF THE SOUTH
 MC0891'CURB OF US HIGHWAY 6 AND 2.4 METERS NORTH-NORTHEAST OF THE NORTHEAST
 MC0891'LEG OF A TWO LEGGED SIGN FOR THE OLD FIREHOUSE.
 MC0891'DESCRIBED BY B.L. LAMBERT. TYPED BY JAMES MALONEY 9/09/87.
 MC0891
 MC0891                          STATION RECOVERY (1987)
 MC0891
 MC0891'RECOVERED 1987
 MC0891'RECOVERED IN GOOD CONDITION.
 MC0891
 MC0891                          STATION RECOVERY (1990)
 MC0891
 MC0891'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 MC0891'RECOVERED IN GOOD CONDITION.
 MC0891
 MC0891                          STATION RECOVERY (2004)
 MC0891
 MC0891'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1500 ***********************************************************************
 MB1500  DESIGNATION -  A 321
 MB1500  PID         -  MB1500
 MB1500  STATE/COUNTY-  OH/CUYAHOGA
 MB1500  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1500
 MB1500                         *CURRENT SURVEY CONTROL
 MB1500  ___________________________________________________________________
 MB1500* NAD 83(1986)-  41 30 10.     (N)    081 41 50.     (W)     SCALED    
 MB1500* NAVD 88     -       196.788  (meters)     645.63   (feet)  ADJUSTED  
 MB1500  ___________________________________________________________________
 MB1500  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 MB1500  DYNAMIC HT  -         196.711 (meters)     645.38  (feet)  COMP
 MB1500  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 MB1500
 MB1500  VERT ORDER  -  FIRST     CLASS II
 MB1500
 MB1500.The horizontal coordinates were scaled from a topographic map and have
 MB1500.an estimated accuracy of +/- 6 seconds.
 MB1500
 MB1500.The orthometric height was determined by differential leveling
 MB1500.and adjusted by the National Geodetic Survey in June 1991..
 MB1500
 MB1500.The geoid height was determined by GEOID03.
 MB1500
 MB1500.The dynamic height is computed by dividing the NAVD 88
 MB1500.geopotential number by the normal gravity value computed on the
 MB1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1500.degrees latitude (g = 980.6199 gals.).
 MB1500
 MB1500.The modeled gravity was interpolated from observed gravity values.
 MB1500
 MB1500;                    North         East    Units  Estimated Accuracy
 MB1500;SPC OH N     -   204,200.      667,020.      MT  (+/- 180 meters Scaled)
 MB1500
 MB1500                          SUPERSEDED SURVEY CONTROL
 MB1500
 MB1500  NGVD 29 (06/03/92)  197.020  (m)          646.39   (f) ADJUSTED    1 2
 MB1500
 MB1500.Superseded values are not recommended for survey control.
 MB1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1500.See file dsdata.txt to determine how the superseded data were derived.
 MB1500
 MB1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF418948(NAD 83)
 MB1500_MARKER: I = METAL ROD
 MB1500_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MB1500_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MB1500_STAMPING: A 321 1980
 MB1500_MARK LOGO: NGS   
 MB1500_PROJECTION: FLUSH
 MB1500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB1500+STABILITY: POSITION/ELEVATION WELL
 MB1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1500+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1500_ROD/PIPE-DEPTH: 23.2 meters
 MB1500_SLEEVE-DEPTH  : 3.0 meters
 MB1500
 MB1500  HISTORY     - Date     Condition        Report By
 MB1500  HISTORY     - 1980     MONUMENTED       NGS
 MB1500  HISTORY     - 1981     GOOD             NGS
 MB1500  HISTORY     - 1983     GOOD             NGS
 MB1500  HISTORY     - 19891005 GOOD             NGS
 MB1500  HISTORY     - 20040920 GOOD             OHDT
 MB1500
 MB1500                          STATION DESCRIPTION
 MB1500
 MB1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1500'IN CLEVELAND.
 MB1500'THE MARK IS ABOVE LEVEL WITH GROUND.
 MB1500'IN CLEVELAND, IN THE HEART OF THE CITY, AT THE COUNTY COURT HOUSE
 MB1500'BUILDING, AT THE JUNCTION OF LAKESIDE AND ONTARIO AVENUES, SET EAST
 MB1500'OF THE SOUTH CORNER OF THE GRANITE STONE RAILING AROUND THE BUILDING,
 MB1500'21.5 METERS (70.5 FEET) NORTHWEST OF THE CENTER LINE OF LAKESIDE
 MB1500'AVENUE, 14.94 METERS (49.0 FEET) NORTHEAST OF THE CENTER LINE OF THE
 MB1500'CONCRETE ENTRANCE ROAD TO THE PUBLIC PARKING AREA OF THE COURTHOUSE,
 MB1500'4 METERS (13.1 FEET) WEST OF A 3-FOOT HIGH 6-INCH BRASS PIPE FIRE
 MB1500'HOSE CONNECTION, 1.84 METERS (6.0 FEET) WEST OF A 6-INCH CRAB APPLE
 MB1500'TREE, 1.0 METER (3.3 FEET) SOUTHEAST OF THE SOUTHEAST FACE OF THE
 MB1500'GRANITE RAILING.
 MB1500
 MB1500                          STATION RECOVERY (1981)
 MB1500
 MB1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1500'RECOVERED IN GOOD CONDITION.
 MB1500
 MB1500                          STATION RECOVERY (1983)
 MB1500
 MB1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1500'RECOVERED IN GOOD CONDITION.
 MB1500
 MB1500                          STATION RECOVERY (1989)
 MB1500
 MB1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1500'IN CLEVELAND, IN THE HEART OF THE CITY, AT THE SOUTHWEST CORNER OF
 MB1500'THE COUNTY COURT HOUSE BUILDING, AT THE JUNCTION OF LAKESIDE AND
 MB1500'ONTARIO AVENUES, SET 2.80 M (9.2 FT) EAST OF THE SOUTHWEST CORNER OF
 MB1500'THE GRANITE STONE RAILING AROUND THE BUILDING, 21.5 METERS (70.5
 MB1500'FEET) NORTHWEST OF THE CENTER LINE OF LAKESIDE AVENUE, 14.94 METERS
 MB1500'(49.0 FEET) NORTHEAST OF THE CENTER LINE OF THE CONCRETE ENTRANCE
 MB1500'ROAD TO THE PUBLIC PARKING AREA AT THE SOUTHWEST SIDE OF THE
 MB1500'COURTHOUSE, 4 METERS (13.1 FEET) WEST OF A 3-FOOT HIGH 6-INCH BRASS
 MB1500'PIPE FIRE HOSE CONNECTION, 3.96 M (13.0 FT) EAST OF A 4-INCH CRAB
 MB1500'APPLE TREE, 1.0 METER (3.3 FEET) SOUTHEAST OF THE SOUTHEAST FACE OF
 MB1500'THE GRANITE RAILING.
 MB1500
 MB1500                          STATION RECOVERY (2004)
 MB1500
 MB1500'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1555 ***********************************************************************
 MB1555  DESIGNATION -  A 322
 MB1555  PID         -  MB1555
 MB1555  STATE/COUNTY-  OH/CUYAHOGA
 MB1555  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1555
 MB1555                         *CURRENT SURVEY CONTROL
 MB1555  ___________________________________________________________________
 MB1555* NAD 83(1986)-  41 30 31.     (N)    081 40 50.     (W)     SCALED    
 MB1555* NAVD 88     -       193.667  (meters)     635.39   (feet)  ADJUSTED  
 MB1555  ___________________________________________________________________
 MB1555  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 MB1555  DYNAMIC HT  -         193.591 (meters)     635.14  (feet)  COMP
 MB1555  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 MB1555
 MB1555  VERT ORDER  -  FIRST     CLASS II
 MB1555
 MB1555.The horizontal coordinates were scaled from a topographic map and have
 MB1555.an estimated accuracy of +/- 6 seconds.
 MB1555
 MB1555.The orthometric height was determined by differential leveling
 MB1555.and adjusted by the National Geodetic Survey in June 1991..
 MB1555
 MB1555.The geoid height was determined by GEOID03.
 MB1555
 MB1555.The dynamic height is computed by dividing the NAVD 88
 MB1555.geopotential number by the normal gravity value computed on the
 MB1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1555.degrees latitude (g = 980.6199 gals.).
 MB1555
 MB1555.The modeled gravity was interpolated from observed gravity values.
 MB1555
 MB1555;                    North         East    Units  Estimated Accuracy
 MB1555;SPC OH N     -   204,870.      668,410.      MT  (+/- 180 meters Scaled)
 MB1555
 MB1555                          SUPERSEDED SURVEY CONTROL
 MB1555
 MB1555  NGVD 29 (06/03/92)  193.899  (m)          636.15   (f) ADJUSTED    1 2
 MB1555
 MB1555.Superseded values are not recommended for survey control.
 MB1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1555.See file dsdata.txt to determine how the superseded data were derived.
 MB1555
 MB1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF432954(NAD 83)
 MB1555_MARKER: I = METAL ROD
 MB1555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1555_SP_SET: STAINLESS STEEL ROD
 MB1555_STAMPING: A 322 1981
 MB1555_MARK LOGO: NGS   
 MB1555_PROJECTION: FLUSH
 MB1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1555+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1555_ROD/PIPE-DEPTH: 18.3 meters
 MB1555
 MB1555  HISTORY     - Date     Condition        Report By
 MB1555  HISTORY     - 1981     MONUMENTED       NGS
 MB1555  HISTORY     - 19891005 GOOD             NGS
 MB1555  HISTORY     - 20040920 GOOD             OHDT
 MB1555  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 MB1555
 MB1555                          STATION DESCRIPTION
 MB1555
 MB1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1555'IN CLEVELAND.
 MB1555'THE MARK IS ABOVE LEVEL WITH AVENUE.
 MB1555'IN CLEVELAND, AT THE WEST ANGLE OF THE JUNCTION OF ST. CLAIR AVENUE
 MB1555'AND EAST 20TH STREET, 1.28 METERS (4.2 FEET) NORTHWEST OF THE
 MB1555'NORTHWEST CURB OF ST. CLAIR AVENUE, 9.45 METERS (31.0 FEET) SOUTHWEST
 MB1555'OF THE CENTER OF EAST 20TH STREET, 4.73 METERS (15.5 FEET) SOUTHEAST
 MB1555'OF THE EAST CORNER OF THE J AND H HOTEL, 0.58 METER (1.9 FEET)
 MB1555'WEST-NORTHWEST OF A LARGE UTILITY POLE.
 MB1555
 MB1555                          STATION RECOVERY (1989)
 MB1555
 MB1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1555'IN CLEVELAND, AT THE NORTHWEST ANGLE OF THE JUNCTION OF ST. CLAIR
 MB1555'AVENUE AND EAST 20TH STREET, 1.28 METERS (4.2 FEET) NORTH OF THE
 MB1555'NORTH CURB OF ST. CLAIR AVENUE, 9.45 METERS (31.0 FEET) WEST OF THE
 MB1555'CENTER OF EAST 20TH STREET, 4.73 METERS (15.5 FEET) SOUTH OF THE
 MB1555'SOUTHEAST CORNER OF A THREE STORY BRICK BUILDING (THE BUSH PALACE),
 MB1555'AND 0.58 METER (1.9 FEET) WEST-NORTHWEST OF UTILITY POLE NUMBER
 MB1555'340318.
 MB1555
 MB1555                          STATION RECOVERY (2004)
 MB1555
 MB1555'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1555'RECOVERED IN GOOD CONDITION.
 MB1555
 MB1555                          STATION RECOVERY (2006)
 MB1555
 MB1555'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1594 ***********************************************************************
 MB1594  DESIGNATION -  A 323
 MB1594  PID         -  MB1594
 MB1594  STATE/COUNTY-  OH/LAKE
 MB1594  USGS QUAD   -  EASTLAKE (1994)
 MB1594
 MB1594                         *CURRENT SURVEY CONTROL
 MB1594  ___________________________________________________________________
 MB1594* NAD 83(1986)-  41 39 55.     (N)    081 25 41.     (W)     SCALED    
 MB1594* NAVD 88     -       176.385  (meters)     578.69   (feet)  ADJUSTED  
 MB1594  ___________________________________________________________________
 MB1594  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 MB1594  DYNAMIC HT  -         176.320 (meters)     578.48  (feet)  COMP
 MB1594  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 MB1594
 MB1594  VERT ORDER  -  FIRST     CLASS II
 MB1594
 MB1594.The horizontal coordinates were scaled from a topographic map and have
 MB1594.an estimated accuracy of +/- 6 seconds.
 MB1594
 MB1594.The orthometric height was determined by differential leveling
 MB1594.and adjusted by the National Geodetic Survey in June 1991..
 MB1594
 MB1594.The geoid height was determined by GEOID03.
 MB1594
 MB1594.The dynamic height is computed by dividing the NAVD 88
 MB1594.geopotential number by the normal gravity value computed on the
 MB1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1594.degrees latitude (g = 980.6199 gals.).
 MB1594
 MB1594.The modeled gravity was interpolated from observed gravity values.
 MB1594
 MB1594;                    North         East    Units  Estimated Accuracy
 MB1594;SPC OH N     -   222,490.      689,270.      MT  (+/- 180 meters Scaled)
 MB1594
 MB1594                          SUPERSEDED SURVEY CONTROL
 MB1594
 MB1594  NGVD 29 (06/03/92)  176.614  (m)          579.44   (f) ADJUSTED    1 2
 MB1594
 MB1594.Superseded values are not recommended for survey control.
 MB1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1594.See file dsdata.txt to determine how the superseded data were derived.
 MB1594
 MB1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG643127(NAD 83)
 MB1594_MARKER: I = METAL ROD
 MB1594_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1594_SP_SET: STAINLESS STEEL ROD
 MB1594_STAMPING: A 323 1981
 MB1594_MARK LOGO: NGS   
 MB1594_PROJECTION: FLUSH
 MB1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1594+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1989
 MB1594_ROD/PIPE-DEPTH: 5.9  meters
 MB1594
 MB1594  HISTORY     - Date     Condition        Report By
 MB1594  HISTORY     - 1981     MONUMENTED       NGS
 MB1594  HISTORY     - 19891012 GOOD             NGS
 MB1594  HISTORY     - 20001114 GOOD             USPSQD
 MB1594  HISTORY     - 20040920 MARK NOT FOUND   OHDT
 MB1594
 MB1594                          STATION DESCRIPTION
 MB1594
 MB1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1594'0.8 KM (0.5 MI) NE FROM EASTLAKE.
 MB1594'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 MB1594'0.8 KILOMETER (0.5 MILE) EAST ALONG LAKE SHORE BOULEVARD FROM THE
 MB1594'JUNCTION OF STATE HIGHWAY 91 IN EASTLAKE, TO A HIGH TENSION POWER LINE
 MB1594'CROSSING AND THE MARK ON THE RIGHT, 31.4 METERS (103.0 FEET) SOUTHEAST
 MB1594'OF THE CENTER LINE OF THE BOULEVARD, 1.89 METERS (6.2 FEET) NORTHWEST
 MB1594'OF THE WEST LEG OF THE SOUTHWEST ONE OF SIX POWER LINE TOWERS.
 MB1594'THE MARK IS 1.95 METERS  WNW FROM A WITNESS POST.
 MB1594
 MB1594                          STATION RECOVERY (1989)
 MB1594
 MB1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1594'0.8 KILOMETER (0.5 MILE) EAST ALONG LAKE SHORE BOULEVARD FROM THE
 MB1594'JUNCTION OF STATE HIGHWAY 91 IN EASTLAKE, TO A HIGH TENSION POWER
 MB1594'LINE CROSSING AND THE MARK ON THE RIGHT, 31.4 METERS (103.0 FEET)
 MB1594'SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, 1.89 METERS (6.2 FEET)
 MB1594'NORTHWEST OF A WITNESS POST SET AT THE WEST LEG OF THE SOUTHWEST ONE
 MB1594'OF SIX POWER LINE TOWERS.
 MB1594
 MB1594                          STATION RECOVERY (2000)
 MB1594
 MB1594'RECOVERY NOTE BY US POWER SQUADRON 2000 (LAE)
 MB1594'RECOVERED IN GOOD CONDITION.
 MB1594
 MB1594                          STATION RECOVERY (2004)
 MB1594
 MB1594'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1594'WITNESS POST FOUND
 MB1594'MARK NOT FOUND.  SPENT CONSIDERABLE TIME PROBING AND DIGGING FOR IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1628 ***********************************************************************
 MB1628  DESIGNATION -  A 324
 MB1628  PID         -  MB1628
 MB1628  STATE/COUNTY-  OH/LAKE
 MB1628  USGS QUAD   -  MENTOR (1992)
 MB1628
 MB1628                         *CURRENT SURVEY CONTROL
 MB1628  ___________________________________________________________________
 MB1628* NAD 83(1986)-  41 44 06.     (N)    081 15 59.     (W)     SCALED    
 MB1628* NAVD 88     -       179.249  (meters)     588.09   (feet)  ADJUSTED  
 MB1628  ___________________________________________________________________
 MB1628  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 MB1628  DYNAMIC HT  -         179.185 (meters)     587.88  (feet)  COMP
 MB1628  MODELED GRAV-     980,258.1   (mgal)                       NAVD 88
 MB1628
 MB1628  VERT ORDER  -  FIRST     CLASS II
 MB1628
 MB1628.The horizontal coordinates were scaled from a topographic map and have
 MB1628.an estimated accuracy of +/- 6 seconds.
 MB1628
 MB1628.The orthometric height was determined by differential leveling
 MB1628.and adjusted by the National Geodetic Survey in June 1991..
 MB1628
 MB1628.The geoid height was determined by GEOID03.
 MB1628
 MB1628.The dynamic height is computed by dividing the NAVD 88
 MB1628.geopotential number by the normal gravity value computed on the
 MB1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1628.degrees latitude (g = 980.6199 gals.).
 MB1628
 MB1628.The modeled gravity was interpolated from observed gravity values.
 MB1628
 MB1628;                    North         East    Units  Estimated Accuracy
 MB1628;SPC OH N     -   230,410.      702,630.      MT  (+/- 180 meters Scaled)
 MB1628
 MB1628                          SUPERSEDED SURVEY CONTROL
 MB1628
 MB1628  NGVD 29 (06/03/92)  179.476  (m)          588.83   (f) ADJUSTED    1 2
 MB1628
 MB1628.Superseded values are not recommended for survey control.
 MB1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1628.See file dsdata.txt to determine how the superseded data were derived.
 MB1628
 MB1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG778203(NAD 83)
 MB1628_MARKER: DB = BENCH MARK DISK
 MB1628_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MB1628_SP_SET: ABUTMENT
 MB1628_STAMPING: A 324 1981
 MB1628_MARK LOGO: NGS   
 MB1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1628+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 MB1628
 MB1628  HISTORY     - Date     Condition        Report By
 MB1628  HISTORY     - 1981     MONUMENTED       NGS
 MB1628  HISTORY     - 19891011 GOOD             NGS
 MB1628  HISTORY     - 20040921 GOOD             OHDT
 MB1628
 MB1628                          STATION DESCRIPTION
 MB1628
 MB1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1628'IN PAINESVILLE.
 MB1628'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MB1628'IN PAINESVILLE, IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF
 MB1628'STATE HIGHWAY 535 BRIDGE OVER THE GRAND RIVER, 5.18 METERS (17.0 FEET)
 MB1628'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.12 METER (0.4 FOOT)
 MB1628'NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT.
 MB1628'THE MARK IS 0.75 METERS  NW FROM A WITNESS POST.
 MB1628
 MB1628                          STATION RECOVERY (1989)
 MB1628
 MB1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1628'IN PAINESVILLE, 0.8 KM (0.50 MI) NORTHWEST OF THE JUNCTION OF STATE
 MB1628'ROUTES 2 AND 283, IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF
 MB1628'STATE HIGHWAY 535 BRIDGE OVER THE GRAND RIVER, 5.18 METERS (17.0
 MB1628'FEET) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 0.12 METER
 MB1628'(0.4 FOOT) NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT.
 MB1628
 MB1628                          STATION RECOVERY (2004)
 MB1628
 MB1628'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1657 ***********************************************************************
 MB1657  DESIGNATION -  A 325
 MB1657  PID         -  MB1657
 MB1657  STATE/COUNTY-  OH/ASHTABULA
 MB1657  USGS QUAD   -  GENEVA (1994)
 MB1657
 MB1657                         *CURRENT SURVEY CONTROL
 MB1657  ___________________________________________________________________
 MB1657* NAD 83(1986)-  41 48 03.     (N)    080 58 59.     (W)     SCALED    
 MB1657* NAVD 88     -       205.301  (meters)     673.56   (feet)  ADJUSTED  
 MB1657  ___________________________________________________________________
 MB1657  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 MB1657  DYNAMIC HT  -         205.225 (meters)     673.31  (feet)  COMP
 MB1657  MODELED GRAV-     980,248.0   (mgal)                       NAVD 88
 MB1657
 MB1657  VERT ORDER  -  FIRST     CLASS II
 MB1657
 MB1657.The horizontal coordinates were scaled from a topographic map and have
 MB1657.an estimated accuracy of +/- 6 seconds.
 MB1657
 MB1657.The orthometric height was determined by differential leveling
 MB1657.and adjusted by the National Geodetic Survey in June 1991..
 MB1657
 MB1657.The geoid height was determined by GEOID03.
 MB1657
 MB1657.The dynamic height is computed by dividing the NAVD 88
 MB1657.geopotential number by the normal gravity value computed on the
 MB1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1657.degrees latitude (g = 980.6199 gals.).
 MB1657
 MB1657.The modeled gravity was interpolated from observed gravity values.
 MB1657
 MB1657;                    North         East    Units  Estimated Accuracy
 MB1657;SPC OH N     -   238,100.      726,070.      MT  (+/- 180 meters Scaled)
 MB1657
 MB1657                          SUPERSEDED SURVEY CONTROL
 MB1657
 MB1657  NGVD 29 (06/03/92)  205.515  (m)          674.26   (f) ADJUSTED    1 2
 MB1657
 MB1657.Superseded values are not recommended for survey control.
 MB1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1657.See file dsdata.txt to determine how the superseded data were derived.
 MB1657
 MB1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG014276(NAD 83)
 MB1657_MARKER: I = METAL ROD
 MB1657_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1657_SP_SET: STAINLESS STEEL ROD
 MB1657_STAMPING: A 325 1981
 MB1657_MARK LOGO: NGS   
 MB1657_PROJECTION: FLUSH
 MB1657_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1657_ROD/PIPE-DEPTH: 7.9  meters
 MB1657
 MB1657  HISTORY     - Date     Condition        Report By
 MB1657  HISTORY     - 1981     MONUMENTED       NGS
 MB1657  HISTORY     - 19920411 GOOD             USPSQD
 MB1657  HISTORY     - 19931104 GOOD             OHDT
 MB1657
 MB1657                          STATION DESCRIPTION
 MB1657
 MB1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1657'3.0 KM (1.9 MI) WEST FROM GENEVA.
 MB1657'3.0 KILOMETERS (1.9 MILES) WEST ALONG US HIGHWAY 20 FROM THE JUNCTION
 MB1657'OF STATE HIGHWAY 534 IN GENEVA, TO THE SCHMIOT WELDING INC. AND THE
 MB1657'MARK ON THE RIGHT, ALSO 5.55 KILOMETERS (3.45 MILES) EAST ALONG U.S.
 MB1657'HIGHWAY 20 FROM THE JUNCTION OF STATE HIGHWAY 528 IN NORTH MADISON,
 MB1657'14.33 METERS (47.0 FEET) NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MB1657'15.89 METERS (52.1 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 MB1657'THE WELDING SHOP, 0.73 METER (2.4 FEET) EAST OF THE NORTH POST
 MB1657'SUPPORTING THE WELDING SHOP SIGN.
 MB1657'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MB1657
 MB1657                          STATION RECOVERY (1992)
 MB1657
 MB1657'RECOVERY NOTE BY US POWER SQUADRON 1992 (PO)
 MB1657'RECOVERED IN GOOD CONDITION.
 MB1657
 MB1657                          STATION RECOVERY (1993)
 MB1657
 MB1657'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1657'-------REPORT BY OHDT--------YEAR 1993---------CONDITION --GOOD
 MB1657' 
 MB1657'DESCRIPTION GOOD HOWEVER, THERE IS A NEW SIGN "SCHMIDT EQUIPMENT
 MB1657'FABRICATING AND STEEL SALES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1671 ***********************************************************************
 MB1671  DESIGNATION -  A 326
 MB1671  PID         -  MB1671
 MB1671  STATE/COUNTY-  OH/ASHTABULA
 MB1671  USGS QUAD   -  ASHTABULA SOUTH (1970)
 MB1671
 MB1671                         *CURRENT SURVEY CONTROL
 MB1671  ___________________________________________________________________
 MB1671* NAD 83(1986)-  41 51 33.     (N)    080 48 20.     (W)     SCALED    
 MB1671* NAVD 88     -       206.759  (meters)     678.34   (feet)  ADJUSTED  
 MB1671  ___________________________________________________________________
 MB1671  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 MB1671  DYNAMIC HT  -         206.684 (meters)     678.10  (feet)  COMP
 MB1671  MODELED GRAV-     980,254.8   (mgal)                       NAVD 88
 MB1671
 MB1671  VERT ORDER  -  FIRST     CLASS II
 MB1671
 MB1671.The horizontal coordinates were scaled from a topographic map and have
 MB1671.an estimated accuracy of +/- 6 seconds.
 MB1671
 MB1671.The orthometric height was determined by differential leveling
 MB1671.and adjusted by the National Geodetic Survey in June 1991..
 MB1671
 MB1671.The geoid height was determined by GEOID03.
 MB1671
 MB1671.The dynamic height is computed by dividing the NAVD 88
 MB1671.geopotential number by the normal gravity value computed on the
 MB1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1671.degrees latitude (g = 980.6199 gals.).
 MB1671
 MB1671.The modeled gravity was interpolated from observed gravity values.
 MB1671
 MB1671;                    North         East    Units  Estimated Accuracy
 MB1671;SPC OH N     -   244,850.      740,690.      MT  (+/- 180 meters Scaled)
 MB1671
 MB1671                          SUPERSEDED SURVEY CONTROL
 MB1671
 MB1671  NGVD 29 (06/03/92)  206.968  (m)          679.03   (f) ADJUSTED    1 2
 MB1671
 MB1671.Superseded values are not recommended for survey control.
 MB1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1671.See file dsdata.txt to determine how the superseded data were derived.
 MB1671
 MB1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG161341(NAD 83)
 MB1671_MARKER: I = METAL ROD
 MB1671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1671_SP_SET: STAINLESS STEEL ROD
 MB1671_STAMPING: A 326 1981
 MB1671_MARK LOGO: NGS   
 MB1671_PROJECTION: FLUSH
 MB1671_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1671_ROD/PIPE-DEPTH: 4.0  meters
 MB1671
 MB1671  HISTORY     - Date     Condition        Report By
 MB1671  HISTORY     - 1981     MONUMENTED       NGS
 MB1671  HISTORY     - 1988     GOOD             USPSQD
 MB1671  HISTORY     - 19920809 GOOD             USPSQD
 MB1671  HISTORY     - 19931013 GOOD             OHDT
 MB1671
 MB1671                          STATION DESCRIPTION
 MB1671
 MB1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1671'IN ASHTABULA.
 MB1671'IN ASHTABULA, ALONG U.S. HIGHWAY 20 ON THE WEST SIDE OF TOWN ON THE
 MB1671'PROPERTY OF SAMBOS RESTAURANT, 18.3 METERS (60.0 FEET) SOUTH-SOUTHEAST
 MB1671'OF THE CENTER LINE OF THE HIGHWAY, 23.08 METERS (75.7 FEET) SOUTHWEST
 MB1671'OF THE WEST CORNER OF THE RESTAURANT, 0.85 METER (2.8 FEET) NORTHWEST
 MB1671'OF THE MOST NORTHERLY POINT OF THE BASE OF THE LARGE SIGN FOR THE
 MB1671'RESTAURANT, 0.55 METERS (1.8 FEET) WEST OF AN ABOVE GROUND ELECTRICAL
 MB1671'JUNCTION BOX.  NOTE--DUE TO THE LOCATION, THE ROD WAS DRIVEN TO
 MB1671'REFUSAL AND EMBEDDED IN ROCK AT 4.0 METERS.
 MB1671'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MB1671
 MB1671                          STATION RECOVERY (1988)
 MB1671
 MB1671'RECOVERY NOTE BY US POWER SQUADRON 1988 (KB)
 MB1671'RECOVERED IN GOOD CONDITION.
 MB1671
 MB1671                          STATION RECOVERY (1992)
 MB1671
 MB1671'RECOVERY NOTE BY US POWER SQUADRON 1992 (PO)
 MB1671'RECOVERED IN GOOD CONDITION.
 MB1671
 MB1671                          STATION RECOVERY (1993)
 MB1671
 MB1671'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1671'
 MB1671' 
 MB1671' -------REPORT BY OHDT-------YEAR 1993---------CONDITION --GOOD
 MB1671' 
 MB1671'RESTAURANT IS NOW KARDOHELY'S FAMILY RESTAURANT, ROD IS IN PLANTER
 MB1671'BETWEEN KARDOHELY'S AND MR. CHICKEN.  6.7' SOUTHWEST OF 12" OAK TREE,
 MB1671'2' NORTH OF CURB, 7.5' NORTHEAST OF THE MOST NORTHWESTERLY POINT OF
 MB1671'KARDOHELY'S PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1486 ***********************************************************************
 KY1486  DESIGNATION -  A 33
 KY1486  PID         -  KY1486
 KY1486  STATE/COUNTY-  OH/COSHOCTON
 KY1486  USGS QUAD   -  COSHOCTON (1994)
 KY1486
 KY1486                         *CURRENT SURVEY CONTROL
 KY1486  ___________________________________________________________________
 KY1486* NAD 83(1986)-  40 16 43.     (N)    081 51 39.     (W)     SCALED    
 KY1486* NAVD 88     -       235.697  (meters)     773.28   (feet)  ADJUSTED  
 KY1486  ___________________________________________________________________
 KY1486  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KY1486  DYNAMIC HT  -         235.577 (meters)     772.89  (feet)  COMP
 KY1486  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 KY1486
 KY1486  VERT ORDER  -  SECOND    CLASS 0
 KY1486
 KY1486.The horizontal coordinates were scaled from a topographic map and have
 KY1486.an estimated accuracy of +/- 6 seconds.
 KY1486
 KY1486.The orthometric height was determined by differential leveling
 KY1486.and adjusted by the National Geodetic Survey in June 1991..
 KY1486
 KY1486.The geoid height was determined by GEOID03.
 KY1486
 KY1486.The dynamic height is computed by dividing the NAVD 88
 KY1486.geopotential number by the normal gravity value computed on the
 KY1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1486.degrees latitude (g = 980.6199 gals.).
 KY1486
 KY1486.The modeled gravity was interpolated from observed gravity values.
 KY1486
 KY1486;                    North         East    Units  Estimated Accuracy
 KY1486;SPC OH N     -    68,150.      654,360.      MT  (+/- 180 meters Scaled)
 KY1486
 KY1486                          SUPERSEDED SURVEY CONTROL
 KY1486
 KY1486  NGVD 29 (??/??/92)  235.907  (m)          773.97   (f) ADJ UNCH    2 0
 KY1486
 KY1486.Superseded values are not recommended for survey control.
 KY1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1486.See file dsdata.txt to determine how the superseded data were derived.
 KY1486
 KY1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME268590(NAD 83)
 KY1486_MARKER: DB = BENCH MARK DISK
 KY1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1486_STAMPING: A 33 1934
 KY1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1486+STABILITY: SURFACE MOTION
 KY1486
 KY1486  HISTORY     - Date     Condition        Report By
 KY1486  HISTORY     - 1934     MONUMENTED       CGS
 KY1486
 KY1486                          STATION DESCRIPTION
 KY1486
 KY1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1486'AT COSHOCTON.
 KY1486'AT COSHOCTON, COSHOCTON COUNTY, 0.4 MILE NORTHEAST OF THE
 KY1486'PENNSYLVANIA RAILROAD STATION, AT THE JUNCTION OF THE PITTSBURG
 KY1486'AND COLUMBUS BRANCH AND THE COSHOCTON AND BRINK HAVEN BRANCH OF
 KY1486'THE PENNSYLVANIA RAILROAD, 71 FEET NORTHEAST OF THE NORTHWEST
 KY1486'CORNER OF THE OAK RIDGE CEMETERY, 39 FEET SOUTHEAST OF THE
 KY1486'SOUTHEAST RAIL OF THE MAIN TRACK, 2.6 FEET NORTHWEST OF THE
 KY1486'NORTHWEST CEMETERY FENCE, AND ABOUT 3 FEET ABOVE THE LEVEL
 KY1486'OF THE TRACK.  A STANDARD DISK, STAMPED A 33 1934 AND SET IN
 KY1486'THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 KY1486'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1796 ***********************************************************************
 MB1796  DESIGNATION -  A 337
 MB1796  PID         -  MB1796
 MB1796  STATE/COUNTY-  OH/CUYAHOGA
 MB1796  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1796
 MB1796                         *CURRENT SURVEY CONTROL
 MB1796  ___________________________________________________________________
 MB1796* NAD 83(1986)-  41 27 21.     (N)    081 38 06.     (W)     SCALED    
 MB1796* NAVD 88     -       223.594  (meters)     733.57   (feet)  ADJUSTED  
 MB1796  ___________________________________________________________________
 MB1796  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 MB1796  DYNAMIC HT  -         223.503 (meters)     733.28  (feet)  COMP
 MB1796  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 MB1796
 MB1796  VERT ORDER  -  FIRST     CLASS II
 MB1796
 MB1796.The horizontal coordinates were scaled from a topographic map and have
 MB1796.an estimated accuracy of +/- 6 seconds.
 MB1796
 MB1796.The orthometric height was determined by differential leveling
 MB1796.and adjusted by the National Geodetic Survey in June 1991..
 MB1796
 MB1796.The geoid height was determined by GEOID03.
 MB1796
 MB1796.The dynamic height is computed by dividing the NAVD 88
 MB1796.geopotential number by the normal gravity value computed on the
 MB1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1796.degrees latitude (g = 980.6199 gals.).
 MB1796
 MB1796.The modeled gravity was interpolated from observed gravity values.
 MB1796
 MB1796;                    North         East    Units  Estimated Accuracy
 MB1796;SPC OH N     -   199,040.      672,270.      MT  (+/- 180 meters Scaled)
 MB1796
 MB1796                          SUPERSEDED SURVEY CONTROL
 MB1796
 MB1796  NGVD 29 (06/03/92)  223.821  (m)          734.32   (f) ADJUSTED    1 2
 MB1796
 MB1796.Superseded values are not recommended for survey control.
 MB1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1796.See file dsdata.txt to determine how the superseded data were derived.
 MB1796
 MB1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF469895(NAD 83)
 MB1796_MARKER: I = METAL ROD
 MB1796_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MB1796+WITH SETTING: INFORMATION.
 MB1796_SP_SET: SHALLOW SET METAL ROD
 MB1796_STAMPING: A 337 1983
 MB1796_MARK LOGO: NGS   
 MB1796_PROJECTION: FLUSH
 MB1796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1796_ROD/PIPE-DEPTH: 1.8  meters
 MB1796
 MB1796  HISTORY     - Date     Condition        Report By
 MB1796  HISTORY     - 1983     MONUMENTED       NGS
 MB1796  HISTORY     - 19940605 MARK NOT FOUND   USPSQD
 MB1796
 MB1796                          STATION DESCRIPTION
 MB1796
 MB1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1796'IN CLEVELAND.
 MB1796'IN CLEVELAND, AT THE NORTHEAST CORNER OF THE INTERSECTION OF MARBLE
 MB1796'AVENUE AND STATE HIGHWAY 14 (BROADWAY AVENUE) AND AT THE SOUTHWEST
 MB1796'CORNER OF SOUTH HIGH SCHOOL PROPERTY, 11.40 METERS (37.40 FT) EAST OF
 MB1796'THE CENTERLINE OF THE HIGHWAY, 7.30 METERS (23.9 FT) NORTH OF THE
 MB1796'CENTER OF MARBLE AVENUE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE
 MB1796'THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 1.8 METERS.
 MB1796'THE MARK IS 0.18 M ABOVE HIGHWAY.
 MB1796
 MB1796                          STATION RECOVERY (1994)
 MB1796
 MB1796'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2950 ***********************************************************************
 KY2950  DESIGNATION -  A 338
 KY2950  PID         -  KY2950
 KY2950  STATE/COUNTY-  OH/COLUMBIANA
 KY2950  USGS QUAD   -  EAST LIVERPOOL NORTH (1994)
 KY2950
 KY2950                         *CURRENT SURVEY CONTROL
 KY2950  ___________________________________________________________________
 KY2950* NAD 83(1986)-  40 38 17.     (N)    080 32 02.     (W)     SCALED    
 KY2950* NAVD 88     -       223.473  (meters)     733.18   (feet)  ADJUSTED  
 KY2950  ___________________________________________________________________
 KY2950  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY2950  DYNAMIC HT  -         223.356 (meters)     732.79  (feet)  COMP
 KY2950  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 KY2950
 KY2950  VERT ORDER  -  FIRST     CLASS II
 KY2950
 KY2950.The horizontal coordinates were scaled from a topographic map and have
 KY2950.an estimated accuracy of +/- 6 seconds.
 KY2950
 KY2950.The orthometric height was determined by differential leveling
 KY2950.and adjusted by the National Geodetic Survey in June 1991..
 KY2950
 KY2950.The geoid height was determined by GEOID03.
 KY2950
 KY2950.The dynamic height is computed by dividing the NAVD 88
 KY2950.geopotential number by the normal gravity value computed on the
 KY2950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2950.degrees latitude (g = 980.6199 gals.).
 KY2950
 KY2950.The modeled gravity was interpolated from observed gravity values.
 KY2950
 KY2950;                    North         East    Units  Estimated Accuracy
 KY2950;SPC OH N     -   109,740.      766,300.      MT  (+/- 180 meters Scaled)
 KY2950
 KY2950                          SUPERSEDED SURVEY CONTROL
 KY2950
 KY2950.No superseded survey control is available for this station.
 KY2950
 KY2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE394986(NAD 83)
 KY2950_MARKER: I = METAL ROD
 KY2950_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KY2950+WITH SETTING: INFORMATION.
 KY2950_SP_SET: SHALLOW SET METAL ROD
 KY2950_STAMPING: A 338 1983
 KY2950_MARK LOGO: NGS   
 KY2950_PROJECTION: FLUSH
 KY2950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2950_ROD/PIPE-DEPTH: 1.1  meters
 KY2950
 KY2950  HISTORY     - Date     Condition        Report By
 KY2950  HISTORY     - 1983     MONUMENTED       NGS
 KY2950
 KY2950                          STATION DESCRIPTION
 KY2950
 KY2950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2950'1.7 KM (1.05 MI) EAST FROM EAST LIVERPOOL.
 KY2950'1.7 KM (1.05 MI) EAST ALONG STATE HIGHWAY 39 FROM THE STATION A POST
 KY2950'OFFICE IN THE EAST END OF EAST LIVERPOOL TO THE MARK ON THE LEFT, ON
 KY2950'THE PROPERTY OF THE HALL CHINA COMPANY, 44.50 METERS (146.0 FT)
 KY2950'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 20.79 METERS (68.2 FT)
 KY2950'NORTHWEST OF A FLAGPOLE, 0.61 METER (2.0 FT) SOUTH-SOUTHEAST OF THE
 KY2950'SOUTHWEST CORNER OF THE BUILDING.  NOTE--SEVERAL ATTEMPTS WERE MADE TO
 KY2950'DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 KY2950'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1251 ***********************************************************************
 JY1251  DESIGNATION -  A 339
 JY1251  PID         -  JY1251
 JY1251  STATE/COUNTY-  OH/ROSS
 JY1251  USGS QUAD   -  SOUTH SALEM (1985)
 JY1251
 JY1251                         *CURRENT SURVEY CONTROL
 JY1251  ___________________________________________________________________
 JY1251* NAD 83(1986)-  39 21 20.     (N)    083 16 40.     (W)     SCALED    
 JY1251* NAVD 88     -       283.425  (meters)     929.87   (feet)  ADJUSTED  
 JY1251  ___________________________________________________________________
 JY1251  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JY1251  DYNAMIC HT  -         283.258 (meters)     929.32  (feet)  COMP
 JY1251  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 JY1251
 JY1251  VERT ORDER  -  FIRST     CLASS II
 JY1251
 JY1251.The horizontal coordinates were scaled from a topographic map and have
 JY1251.an estimated accuracy of +/- 6 seconds.
 JY1251
 JY1251.The orthometric height was determined by differential leveling
 JY1251.and adjusted by the National Geodetic Survey in June 1991..
 JY1251
 JY1251.The geoid height was determined by GEOID03.
 JY1251
 JY1251.The dynamic height is computed by dividing the NAVD 88
 JY1251.geopotential number by the normal gravity value computed on the
 JY1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1251.degrees latitude (g = 980.6199 gals.).
 JY1251
 JY1251.The modeled gravity was interpolated from observed gravity values.
 JY1251
 JY1251;                    North         East    Units  Estimated Accuracy
 JY1251;SPC OH S     -   150,770.      532,970.      MT  (+/- 180 meters Scaled)
 JY1251
 JY1251                          SUPERSEDED SURVEY CONTROL
 JY1251
 JY1251  NGVD 29 (06/03/91)  283.590  (m)          930.41   (f) ADJUSTED    1 2
 JY1251
 JY1251.Superseded values are not recommended for survey control.
 JY1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1251.See file dsdata.txt to determine how the superseded data were derived.
 JY1251
 JY1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD037587(NAD 83)
 JY1251_MARKER: DB = BENCH MARK DISK
 JY1251_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JY1251_SP_SET: ABUTMENT
 JY1251_STAMPING: A 339 1984
 JY1251_MARK LOGO: NGS   
 JY1251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1251
 JY1251  HISTORY     - Date     Condition        Report By
 JY1251  HISTORY     - 1984     MONUMENTED       NGS
 JY1251
 JY1251                          STATION DESCRIPTION
 JY1251
 JY1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1251'2.8 KM (1.75 MI) EAST FROM LYNDON.
 JY1251'2.8 KM (1.75 MI) EAST ALONG STATE HIGHWAY 28 FROM THE BUCKSKIN
 JY1251'TOWNSHIP HALL IN LYNDON TO THE MARK ON THE LEFT, IN TOP OF THE WEST
 JY1251'END OF THE NORTH ABUTMENT OF A HIGHWAY BRIDGE OVER BUCKSKIN CREEK
 JY1251'NUMBER 28 0540, 6.40 METERS (21.0 FT) NORTH-NORTHWEST OF THE
 JY1251'CENTERLINE OF THE HIGHWAY.
 JY1251'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0889 ***********************************************************************
 JY0889  DESIGNATION -  A 34
 JY0889  PID         -  JY0889
 JY0889  STATE/COUNTY-  OH/FRANKLIN
 JY0889  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 JY0889
 JY0889                         *CURRENT SURVEY CONTROL
 JY0889  ___________________________________________________________________
 JY0889* NAD 83(1986)-  39 57 54.     (N)    083 03 14.     (W)     SCALED    
 JY0889* NAVD 88     -       226.679  (meters)     743.70   (feet)  ADJUSTED  
 JY0889  ___________________________________________________________________
 JY0889  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JY0889  DYNAMIC HT  -         226.556 (meters)     743.29  (feet)  COMP
 JY0889  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 JY0889
 JY0889  VERT ORDER  -  SECOND    CLASS 0
 JY0889
 JY0889.The horizontal coordinates were scaled from a topographic map and have
 JY0889.an estimated accuracy of +/- 6 seconds.
 JY0889
 JY0889.The orthometric height was determined by differential leveling
 JY0889.and adjusted by the National Geodetic Survey in June 1991..
 JY0889
 JY0889.The geoid height was determined by GEOID03.
 JY0889
 JY0889.The dynamic height is computed by dividing the NAVD 88
 JY0889.geopotential number by the normal gravity value computed on the
 JY0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0889.degrees latitude (g = 980.6199 gals.).
 JY0889
 JY0889.The modeled gravity was interpolated from observed gravity values.
 JY0889
 JY0889;                    North         East    Units  Estimated Accuracy
 JY0889;SPC OH S     -   218,290.      552,680.      MT  (+/- 180 meters Scaled)
 JY0889
 JY0889                          SUPERSEDED SURVEY CONTROL
 JY0889
 JY0889  NGVD 29 (??/??/92)  226.862  (m)          744.30   (f) ADJ UNCH    2 0
 JY0889
 JY0889.Superseded values are not recommended for survey control.
 JY0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0889.See file dsdata.txt to determine how the superseded data were derived.
 JY0889
 JY0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE245258(NAD 83)
 JY0889_MARKER: DB = BENCH MARK DISK
 JY0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0889_SP_SET: BRIDGE
 JY0889_STAMPING: A 34 1935
 JY0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0889
 JY0889  HISTORY     - Date     Condition        Report By
 JY0889  HISTORY     - 1935     MONUMENTED       CGS
 JY0889  HISTORY     - 1945     GOOD             NGS
 JY0889  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 JY0889
 JY0889                          STATION DESCRIPTION
 JY0889
 JY0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JY0889'3.2 MI SW FROM COLUMBUS.
 JY0889'3.2 MILES SOUTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 JY0889'AND ST. LOUIS RAILWAY FROM THE STATION AT COLUMBUS, FRANKLIN
 JY0889'COUNTY, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF
 JY0889'CONCRETE BRIDGE 405, OPPOSITE POLE 141+07, 7.3 FEET NORTH OF
 JY0889'THE NORTH RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 JY0889'STAMPED A 34 1935.
 JY0889
 JY0889                          STATION RECOVERY (1982)
 JY0889
 JY0889'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 JY0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1275 ***********************************************************************
 JY1275  DESIGNATION -  A 340
 JY1275  PID         -  JY1275
 JY1275  STATE/COUNTY-  OH/HIGHLAND
 JY1275  USGS QUAD   -  NEW VIENNA (1960)
 JY1275
 JY1275                         *CURRENT SURVEY CONTROL
 JY1275  ___________________________________________________________________
 JY1275* NAD 83(1986)-  39 19 59.     (N)    083 38 54.     (W)     SCALED    
 JY1275* NAVD 88     -       339.678  (meters)    1114.43   (feet)  ADJUSTED  
 JY1275  ___________________________________________________________________
 JY1275  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JY1275  DYNAMIC HT  -         339.479 (meters)    1113.77  (feet)  COMP
 JY1275  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 JY1275
 JY1275  VERT ORDER  -  FIRST     CLASS II
 JY1275
 JY1275.The horizontal coordinates were scaled from a topographic map and have
 JY1275.an estimated accuracy of +/- 6 seconds.
 JY1275
 JY1275.The orthometric height was determined by differential leveling
 JY1275.and adjusted by the National Geodetic Survey in June 1991..
 JY1275
 JY1275.The geoid height was determined by GEOID03.
 JY1275
 JY1275.The dynamic height is computed by dividing the NAVD 88
 JY1275.geopotential number by the normal gravity value computed on the
 JY1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1275.degrees latitude (g = 980.6199 gals.).
 JY1275
 JY1275.The modeled gravity was interpolated from observed gravity values.
 JY1275
 JY1275;                    North         East    Units  Estimated Accuracy
 JY1275;SPC OH S     -   148,620.      501,000.      MT  (+/- 180 meters Scaled)
 JY1275
 JY1275                          SUPERSEDED SURVEY CONTROL
 JY1275
 JY1275  NGVD 29 (06/03/91)  339.837  (m)         1114.95   (f) ADJUSTED    1 2
 JY1275
 JY1275.Superseded values are not recommended for survey control.
 JY1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1275.See file dsdata.txt to determine how the superseded data were derived.
 JY1275
 JY1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD717570(NAD 83)
 JY1275_MARKER: DB = BENCH MARK DISK
 JY1275_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JY1275_SP_SET: HEADWALL
 JY1275_STAMPING: A 340 1984
 JY1275_MARK LOGO: NGS   
 JY1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1275+STABILITY: SURFACE MOTION
 JY1275
 JY1275  HISTORY     - Date     Condition        Report By
 JY1275  HISTORY     - 1984     MONUMENTED       NGS
 JY1275
 JY1275                          STATION DESCRIPTION
 JY1275
 JY1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1275'4.7 KM (2.9 MI) SW FROM HIGHLAND.
 JY1275'4.7 KM (2.9 MI) SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 JY1275'STATE HIGHWAY 72 IN HIGHLAND TO THE MARK ON THE RIGHT, IN TOP OF THE
 JY1275'NORTHEAST END OF A CONCRETE HEADWALL FOR A BOX CULVERT UNDER THE
 JY1275'HIGHWAY, ALSO 4.3 KM (2.65 MI) EAST-NORTHEAST ALONG STATE HIGHWAY 28
 JY1275'FROM THE JUNCTION OF STATE HIGHWAY 73 IN NEW VIENNA, 4.81 METERS
 JY1275'(15.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.44 METERS (31.0
 JY1275'FT) WEST OF THE EXTENDED CENTER OF A PRIVATE DIRVE LEADING TO A TWO
 JY1275'STORY BRICK FARM HOUSE.
 JY1275'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2769 ***********************************************************************
 JZ2769  DESIGNATION -  A 341
 JZ2769  PID         -  JZ2769
 JZ2769  STATE/COUNTY-  OH/CLERMONT
 JZ2769  USGS QUAD   -  GOSHEN (1986)
 JZ2769
 JZ2769                         *CURRENT SURVEY CONTROL
 JZ2769  ___________________________________________________________________
 JZ2769* NAD 83(1986)-  39 13 25.     (N)    084 11 02.     (W)     SCALED    
 JZ2769* NAVD 88     -       254.766  (meters)     835.84   (feet)  ADJUSTED  
 JZ2769  ___________________________________________________________________
 JZ2769  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ2769  DYNAMIC HT  -         254.606 (meters)     835.32  (feet)  COMP
 JZ2769  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JZ2769
 JZ2769  VERT ORDER  -  FIRST     CLASS II
 JZ2769
 JZ2769.The horizontal coordinates were scaled from a topographic map and have
 JZ2769.an estimated accuracy of +/- 6 seconds.
 JZ2769
 JZ2769.The orthometric height was determined by differential leveling
 JZ2769.and adjusted by the National Geodetic Survey in June 1991..
 JZ2769
 JZ2769.The geoid height was determined by GEOID03.
 JZ2769
 JZ2769.The dynamic height is computed by dividing the NAVD 88
 JZ2769.geopotential number by the normal gravity value computed on the
 JZ2769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2769.degrees latitude (g = 980.6199 gals.).
 JZ2769
 JZ2769.The modeled gravity was interpolated from observed gravity values.
 JZ2769
 JZ2769;                    North         East    Units  Estimated Accuracy
 JZ2769;SPC OH S     -   137,190.      454,610.      MT  (+/- 180 meters Scaled)
 JZ2769
 JZ2769                          SUPERSEDED SURVEY CONTROL
 JZ2769
 JZ2769  NGVD 29 (06/03/91)  254.936  (m)          836.40   (f) ADJUSTED    1 2
 JZ2769
 JZ2769.Superseded values are not recommended for survey control.
 JZ2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2769.See file dsdata.txt to determine how the superseded data were derived.
 JZ2769
 JZ2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ431453(NAD 83)
 JZ2769_MARKER: I = METAL ROD
 JZ2769_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2769_SP_SET: STAINLESS STEEL ROD
 JZ2769_STAMPING: A 341 1984
 JZ2769_MARK LOGO: NGS   
 JZ2769_PROJECTION: FLUSH
 JZ2769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2769_ROD/PIPE-DEPTH: 5.2  meters
 JZ2769
 JZ2769  HISTORY     - Date     Condition        Report By
 JZ2769  HISTORY     - 1984     MONUMENTED       NGS
 JZ2769
 JZ2769                          STATION DESCRIPTION
 JZ2769
 JZ2769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JZ2769'1.9 KM (1.2 MI) SW FROM GOSHEN.
 JZ2769'1.9 KM (1.2 MI) SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 JZ2769'STATE HIGHWAY 132 IN GOSHEN TO THE MARK ON THE LEFT, AT THE JUNCTION
 JZ2769'OF STATE HIGHWAY 48, AT THE FIRST ENTRANCE DRIVE TO A CEMETERY ON THE
 JZ2769'WEST SIDE OF AN ENTRANCE COLUMN POST, 28.65 METERS (94.0 FT) SOUTHEAST
 JZ2769'OF THE CENTERLINE OF THE HIGHWAY, 13.26 METERS (43.5 FT) WEST OF THE
 JZ2769'CENTERLINE OF HIGHWAY 48, 3.05 METERS (10.0 FT) NORTH OF THE CENTER OF
 JZ2769'THE DRIVE, 0.24 METER (0.8 FT) WEST OF A ROCK COLUMN POST.
 JZ2769'THE MARK IS 0.30 M BELOW HIGHWAY 48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2864 ***********************************************************************
 JZ2864  DESIGNATION -  A 342
 JZ2864  PID         -  JZ2864
 JZ2864  STATE/COUNTY-  OH/HAMILTON
 JZ2864  USGS QUAD   -  HOOVEN (1992)
 JZ2864
 JZ2864                         *CURRENT SURVEY CONTROL
 JZ2864  ___________________________________________________________________
 JZ2864* NAD 83(1986)-  39 09 00.     (N)    084 49 02.     (W)     SCALED    
 JZ2864* NAVD 88     -       150.860  (meters)     494.95   (feet)  ADJUSTED  
 JZ2864  ___________________________________________________________________
 JZ2864  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2864  DYNAMIC HT  -         150.767 (meters)     494.64  (feet)  COMP
 JZ2864  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 JZ2864
 JZ2864  VERT ORDER  -  FIRST     CLASS II
 JZ2864
 JZ2864.The horizontal coordinates were scaled from a topographic map and have
 JZ2864.an estimated accuracy of +/- 6 seconds.
 JZ2864
 JZ2864.The orthometric height was determined by differential leveling
 JZ2864.and adjusted by the National Geodetic Survey in June 1991..
 JZ2864
 JZ2864.The geoid height was determined by GEOID03.
 JZ2864
 JZ2864.The dynamic height is computed by dividing the NAVD 88
 JZ2864.geopotential number by the normal gravity value computed on the
 JZ2864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2864.degrees latitude (g = 980.6199 gals.).
 JZ2864
 JZ2864.The modeled gravity was interpolated from observed gravity values.
 JZ2864
 JZ2864;                    North         East    Units  Estimated Accuracy
 JZ2864;SPC OH S     -   130,240.      399,730.      MT  (+/- 180 meters Scaled)
 JZ2864
 JZ2864                          SUPERSEDED SURVEY CONTROL
 JZ2864
 JZ2864  NGVD 29 (06/03/91)  151.060  (m)          495.60   (f) ADJUSTED    1 2
 JZ2864
 JZ2864.Superseded values are not recommended for survey control.
 JZ2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2864.See file dsdata.txt to determine how the superseded data were derived.
 JZ2864
 JZ2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ886356(NAD 83)
 JZ2864_MARKER: DB = BENCH MARK DISK
 JZ2864_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2864_SP_SET: PIER
 JZ2864_STAMPING: A 342 1986
 JZ2864_MARK LOGO: NGS   
 JZ2864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2864+STABILITY: POSITION/ELEVATION WELL
 JZ2864
 JZ2864  HISTORY     - Date     Condition        Report By
 JZ2864  HISTORY     - 1986     MONUMENTED       NGS
 JZ2864
 JZ2864                          STATION DESCRIPTION
 JZ2864
 JZ2864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2864'7.7 KM (4.8 MI) EAST FROM LAWRENCEBURG IN.
 JZ2864'7.7 KM (4.8 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JZ2864'STATE HIGHWAY 1 IN LAWRENCEBURG IN, SET VERTICALLY IN THE SOUTHWEST
 JZ2864'FACE OF THE MOST SOUTHWESTERLY 1 OF 3 COLUMNS OF THE FIRST PIER SOUTH
 JZ2864'OF THE NORTH ABUTMENT OF THE SOUTH BOUND INTERSTATE HIGHWAY 275
 JZ2864'OVERPASS OF THE HIGHWAY, AND 11.7 M (38.4 FT) NORTHWEST OF THE
 JZ2864'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY.
 JZ2864'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2887 ***********************************************************************
 JZ2887  DESIGNATION -  A 343
 JZ2887  PID         -  JZ2887
 JZ2887  STATE/COUNTY-  OH/HAMILTON
 JZ2887  USGS QUAD   -  COVINGTON (1987)
 JZ2887
 JZ2887                         *CURRENT SURVEY CONTROL
 JZ2887  ___________________________________________________________________
 JZ2887* NAD 83(1986)-  39 05 52.     (N)    084 31 56.     (W)     SCALED    
 JZ2887* NAVD 88     -       149.989  (meters)     492.09   (feet)  ADJUSTED  
 JZ2887  ___________________________________________________________________
 JZ2887  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2887  DYNAMIC HT  -         149.894 (meters)     491.78  (feet)  COMP
 JZ2887  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JZ2887
 JZ2887  VERT ORDER  -  FIRST     CLASS II
 JZ2887
 JZ2887.The horizontal coordinates were scaled from a topographic map and have
 JZ2887.an estimated accuracy of +/- 6 seconds.
 JZ2887
 JZ2887.The orthometric height was determined by differential leveling
 JZ2887.and adjusted by the National Geodetic Survey in June 1991..
 JZ2887
 JZ2887.The geoid height was determined by GEOID03.
 JZ2887
 JZ2887.The dynamic height is computed by dividing the NAVD 88
 JZ2887.geopotential number by the normal gravity value computed on the
 JZ2887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2887.degrees latitude (g = 980.6199 gals.).
 JZ2887
 JZ2887.The modeled gravity was interpolated from observed gravity values.
 JZ2887
 JZ2887;                    North         East    Units  Estimated Accuracy
 JZ2887;SPC OH S     -   123,850.      424,220.      MT  (+/- 180 meters Scaled)
 JZ2887
 JZ2887                          SUPERSEDED SURVEY CONTROL
 JZ2887
 JZ2887  NGVD 29 (06/03/91)  150.157  (m)          492.64   (f) ADJUSTED    1 2
 JZ2887
 JZ2887.Superseded values are not recommended for survey control.
 JZ2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2887.See file dsdata.txt to determine how the superseded data were derived.
 JZ2887
 JZ2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ134305(NAD 83)
 JZ2887_MARKER: DB = BENCH MARK DISK
 JZ2887_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2887_SP_SET: PIER
 JZ2887_STAMPING: A 343 1986
 JZ2887_MARK LOGO: NGS   
 JZ2887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2887
 JZ2887  HISTORY     - Date     Condition        Report By
 JZ2887  HISTORY     - 1986     MONUMENTED       NGS
 JZ2887
 JZ2887                          STATION DESCRIPTION
 JZ2887
 JZ2887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2887'IN CINCINNATI.
 JZ2887'IN CINCINNATI, AT THE INTERSECTION OF MEHRING WAY AND FIFTH STREET,
 JZ2887'SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF 4 COLUMNS OF
 JZ2887'A RAILROAD OVERPASS, 88.1 M (289.0 FT) SOUTHEAST OF THE CENTERLINE OF
 JZ2887'THE STREET, AND 6.1 M (20.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 JZ2887'EAST BOUND LANES OF THE WAY.
 JZ2887'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1975 ***********************************************************************
 MD1975  DESIGNATION -  A 344
 MD1975  PID         -  MD1975
 MD1975  STATE/COUNTY-  OH/PAULDING
 MD1975  USGS QUAD   -  PAYNE (1973)
 MD1975
 MD1975                         *CURRENT SURVEY CONTROL
 MD1975  ___________________________________________________________________
 MD1975* NAD 83(1986)-  41 04 41.     (N)    084 44 46.     (W)     SCALED    
 MD1975* NAVD 88     -       228.391  (meters)     749.31   (feet)  ADJUSTED  
 MD1975  ___________________________________________________________________
 MD1975  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MD1975  DYNAMIC HT  -         228.296 (meters)     749.00  (feet)  COMP
 MD1975  MODELED GRAV-     980,203.4   (mgal)                       NAVD 88
 MD1975
 MD1975  VERT ORDER  -  FIRST     CLASS II
 MD1975
 MD1975.The horizontal coordinates were scaled from a topographic map and have
 MD1975.an estimated accuracy of +/- 6 seconds.
 MD1975
 MD1975.The orthometric height was determined by differential leveling
 MD1975.and adjusted by the National Geodetic Survey in April 1995..
 MD1975
 MD1975.The geoid height was determined by GEOID03.
 MD1975
 MD1975.The dynamic height is computed by dividing the NAVD 88
 MD1975.geopotential number by the normal gravity value computed on the
 MD1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1975.degrees latitude (g = 980.6199 gals.).
 MD1975
 MD1975.The modeled gravity was interpolated from observed gravity values.
 MD1975
 MD1975;                    North         East    Units  Estimated Accuracy
 MD1975;SPC OH N     -   159,160.      411,280.      MT  (+/- 180 meters Scaled)
 MD1975
 MD1975                          SUPERSEDED SURVEY CONTROL
 MD1975
 MD1975  NGVD 29 (01/19/93)  228.544  (m)          749.81   (f) ADJUSTED    1 2
 MD1975
 MD1975.Superseded values are not recommended for survey control.
 MD1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1975.See file dsdata.txt to determine how the superseded data were derived.
 MD1975
 MD1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL893498(NAD 83)
 MD1975_MARKER: I = METAL ROD
 MD1975_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1975_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MD1975_STAMPING: A 344 1992
 MD1975_MARK LOGO: NGS   
 MD1975_PROJECTION: FLUSH
 MD1975_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1975+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1975_ROD/PIPE-DEPTH: 3.4  meters
 MD1975_SLEEVE-DEPTH  : 0.9 meters
 MD1975
 MD1975  HISTORY     - Date     Condition        Report By
 MD1975  HISTORY     - 1992     MONUMENTED       NGS
 MD1975
 MD1975                          STATION DESCRIPTION
 MD1975
 MD1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1975'1.9 KM (1.20 MI) WESTERLY ALONG STATE HIGHWAY 631 FROM THE POST
 MD1975'OFFICE IN PAYNE, 12.5 M (41.0 FT) WEST OF THE CENTER OF COUNTY ROAD
 MD1975'33, 12.8 M (42.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 5.8 M (19.0 FT)
 MD1975'SOUTHWEST OF UTILITY POLE NUMBER 499 9, 1.0 M (3.3 FT) SOUTHEAST OF A
 MD1975'WITNESS POST, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 MD1975'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 MD1975'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3660 ***********************************************************************
 JZ3660  DESIGNATION -  A 345
 JZ3660  PID         -  JZ3660
 JZ3660  STATE/COUNTY-  OH/MONTGOMERY
 JZ3660  USGS QUAD   -  DAYTON SOUTH (1991)
 JZ3660
 JZ3660                         *CURRENT SURVEY CONTROL
 JZ3660  ___________________________________________________________________
 JZ3660* NAD 83(1986)-  39 43 58.     (N)    084 13 00.     (W)     SCALED    
 JZ3660* NAVD 88     -       223.349  (meters)     732.77   (feet)  ADJUSTED  
 JZ3660  ___________________________________________________________________
 JZ3660  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JZ3660  DYNAMIC HT  -         223.227 (meters)     732.37  (feet)  COMP
 JZ3660  MODELED GRAV-     980,070.9   (mgal)                       NAVD 88
 JZ3660
 JZ3660  VERT ORDER  -  FIRST     CLASS II
 JZ3660
 JZ3660.The horizontal coordinates were scaled from a topographic map and have
 JZ3660.an estimated accuracy of +/- 6 seconds.
 JZ3660
 JZ3660.The orthometric height was determined by differential leveling
 JZ3660.and adjusted by the National Geodetic Survey in January 1994..
 JZ3660
 JZ3660.The geoid height was determined by GEOID03.
 JZ3660
 JZ3660.The dynamic height is computed by dividing the NAVD 88
 JZ3660.geopotential number by the normal gravity value computed on the
 JZ3660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3660.degrees latitude (g = 980.6199 gals.).
 JZ3660
 JZ3660.The modeled gravity was interpolated from observed gravity values.
 JZ3660
 JZ3660;                    North         East    Units  Estimated Accuracy
 JZ3660;SPC OH S     -   193,760.      452,850.      MT  (+/- 180 meters Scaled)
 JZ3660
 JZ3660                          SUPERSEDED SURVEY CONTROL
 JZ3660
 JZ3660.No superseded survey control is available for this station.
 JZ3660
 JZ3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK385018(NAD 83)
 JZ3660_MARKER: I = METAL ROD
 JZ3660_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3660_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3660_STAMPING: A 345 1993
 JZ3660_MARK LOGO: NGS   
 JZ3660_PROJECTION: FLUSH
 JZ3660_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3660+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ3660_ROD/PIPE-DEPTH: 5.5  meters
 JZ3660_SLEEVE-DEPTH  : 0.9 meters
 JZ3660
 JZ3660  HISTORY     - Date     Condition        Report By
 JZ3660  HISTORY     - 1993     MONUMENTED       NGS
 JZ3660  HISTORY     - 20041015 GOOD             INDIV
 JZ3660
 JZ3660                          STATION DESCRIPTION
 JZ3660
 JZ3660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3660'IN DAYTON, AT THE INTERSECTION OF BROADWAY STREET AND NICHOLAS ROAD,
 JZ3660'100.5 M (329.7 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 JZ3660'THE STREET, 39.8 M (130.6 FT) EAST OF THE CENTER OF A DRIVEWAY
 JZ3660'LEADING TO MAYO WAREHOUSE, 33.4 M (109.6 FT) SOUTHWEST OF THE
 JZ3660'SOUTHWEST CORNER OF THE MOST WESTERLY OF 2 PUMP STATIONS, 27.9 M
 JZ3660'(91.5 FT) WEST OF THE CENTER OF A DRIVEWAY, 14.8 M (48.6 FT) NORTH OF
 JZ3660'THE CENTER OF THE WESTBOUND LANES OF THE ROAD, 8.7 M (28.5 FT) NORTH
 JZ3660'OF A UTILITY POLE, 0.9 M (3.0 FT) WEST OF A CHAIN-LINK FENCE, AND 0.3
 JZ3660'M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 JZ3660'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 JZ3660'THE SPECIFICATIONS FOR A CLASS A MARK.
 JZ3660
 JZ3660                          STATION RECOVERY (2004)
 JZ3660
 JZ3660'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3663 ***********************************************************************
 JZ3663  DESIGNATION -  A 346
 JZ3663  PID         -  JZ3663
 JZ3663  STATE/COUNTY-  OH/MONTGOMERY
 JZ3663  USGS QUAD   -  DAYTON NORTH (1996)
 JZ3663
 JZ3663                         *CURRENT SURVEY CONTROL
 JZ3663  ___________________________________________________________________
 JZ3663* NAD 83(1986)-  39 46 01.     (N)    084 12 00.     (W)     SCALED    
 JZ3663* NAVD 88     -       228.255  (meters)     748.87   (feet)  ADJUSTED  
 JZ3663  ___________________________________________________________________
 JZ3663  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JZ3663  DYNAMIC HT  -         228.130 (meters)     748.46  (feet)  COMP
 JZ3663  MODELED GRAV-     980,074.0   (mgal)                       NAVD 88
 JZ3663
 JZ3663  VERT ORDER  -  FIRST     CLASS II
 JZ3663
 JZ3663.The horizontal coordinates were scaled from a topographic map and have
 JZ3663.an estimated accuracy of +/- 6 seconds.
 JZ3663
 JZ3663.The orthometric height was determined by differential leveling
 JZ3663.and adjusted by the National Geodetic Survey in January 1994..
 JZ3663
 JZ3663.The geoid height was determined by GEOID03.
 JZ3663
 JZ3663.The dynamic height is computed by dividing the NAVD 88
 JZ3663.geopotential number by the normal gravity value computed on the
 JZ3663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3663.degrees latitude (g = 980.6199 gals.).
 JZ3663
 JZ3663.The modeled gravity was interpolated from observed gravity values.
 JZ3663
 JZ3663;                    North         East    Units  Estimated Accuracy
 JZ3663;SPC OH S     -   197,530.      454,350.      MT  (+/- 180 meters Scaled)
 JZ3663
 JZ3663                          SUPERSEDED SURVEY CONTROL
 JZ3663
 JZ3663.No superseded survey control is available for this station.
 JZ3663
 JZ3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK398056(NAD 83)
 JZ3663_MARKER: I = METAL ROD
 JZ3663_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ3663_SP_SET: STAINLESS STEEL ROD
 JZ3663_STAMPING: A 346 1993
 JZ3663_MARK LOGO: NGS   
 JZ3663_PROJECTION: FLUSH
 JZ3663_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3663+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ3663_ROD/PIPE-DEPTH: 4.5  meters
 JZ3663
 JZ3663  HISTORY     - Date     Condition        Report By
 JZ3663  HISTORY     - 1993     MONUMENTED       NGS
 JZ3663  HISTORY     - 20041015 GOOD             INDIV
 JZ3663
 JZ3663                          STATION DESCRIPTION
 JZ3663
 JZ3663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3663'IN DAYTON, AT THE INTERSECTION OF STODDARD AND FOREST AVENUES, 25.0 M
 JZ3663'(82.0 FT) SOUTH OF THE EXTENDED CENTER OF STODDARD AVENUE, 14.9 M
 JZ3663'(48.9 FT) EAST OF THE CENTERLINE OF FOREST AVENUE, 10.7 M (35.1 FT)
 JZ3663'NORTHEAST OF A UTILITY POLE, 4.1 M (13.5 FT) SOUTH-SOUTHWEST OF A
 JZ3663'SIDEWALK, 1.6 M (5.2 FT) EAST OF THE EAST LEG OF A SIGN (MCKINLEY
 JZ3663'PARK), 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUES, AND 0.2 M (0.7
 JZ3663'FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 JZ3663'THROUGH A 5-INCH LOGO CAP.
 JZ3663
 JZ3663                          STATION RECOVERY (2004)
 JZ3663
 JZ3663'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3614 ***********************************************************************
 JZ3614  DESIGNATION -  A 347
 JZ3614  PID         -  JZ3614
 JZ3614  STATE/COUNTY-  OH/HAMILTON
 JZ3614  USGS QUAD   -  GLENDALE (1987)
 JZ3614
 JZ3614                         *CURRENT SURVEY CONTROL
 JZ3614  ___________________________________________________________________
 JZ3614* NAD 83(1986)-  39 16 33.     (N)    084 26 25.     (W)     SCALED    
 JZ3614* NAVD 88     -       177.417  (meters)     582.08   (feet)  ADJUSTED  
 JZ3614  ___________________________________________________________________
 JZ3614  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ3614  DYNAMIC HT  -         177.308 (meters)     581.72  (feet)  COMP
 JZ3614  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 JZ3614
 JZ3614  VERT ORDER  -  FIRST     CLASS II
 JZ3614
 JZ3614.The horizontal coordinates were scaled from a topographic map and have
 JZ3614.an estimated accuracy of +/- 6 seconds.
 JZ3614
 JZ3614.The orthometric height was determined by differential leveling
 JZ3614.and adjusted by the National Geodetic Survey in January 1994..
 JZ3614
 JZ3614.The geoid height was determined by GEOID03.
 JZ3614
 JZ3614.The dynamic height is computed by dividing the NAVD 88
 JZ3614.geopotential number by the normal gravity value computed on the
 JZ3614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3614.degrees latitude (g = 980.6199 gals.).
 JZ3614
 JZ3614.The modeled gravity was interpolated from observed gravity values.
 JZ3614
 JZ3614;                    North         East    Units  Estimated Accuracy
 JZ3614;SPC OH S     -   143,430.      432,600.      MT  (+/- 180 meters Scaled)
 JZ3614
 JZ3614                          SUPERSEDED SURVEY CONTROL
 JZ3614
 JZ3614.No superseded survey control is available for this station.
 JZ3614
 JZ3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ208505(NAD 83)
 JZ3614_MARKER: I = METAL ROD
 JZ3614_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3614_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3614_STAMPING: A 347 1993
 JZ3614_MARK LOGO: NGS   
 JZ3614_PROJECTION: FLUSH
 JZ3614_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3614+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3614_ROD/PIPE-DEPTH: 6.7  meters
 JZ3614_SLEEVE-DEPTH  : 0.9 meters
 JZ3614
 JZ3614  HISTORY     - Date     Condition        Report By
 JZ3614  HISTORY     - 1993     MONUMENTED       NGS
 JZ3614  HISTORY     - 20031206 GOOD             GEOCAC
 JZ3614
 JZ3614                          STATION DESCRIPTION
 JZ3614
 JZ3614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3614'1.6 KM (1.00 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 JZ3614'JUNCTION OF INTERSTATE HIGHWAY 275 IN SHARONVILLE (EXIT 16), 40.9 M
 JZ3614'(134.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE FAIRFIELD INN,
 JZ3614'27.9 M (91.5 FT) SOUTH-SOUTHWEST OF A SIGN (FAIRFIELD INN), 24.1 M
 JZ3614'(79.1 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY,
 JZ3614'15.4 M (50.5 FT) NORTHEAST OF A UTILITY LIGHT POLE, 2.0 M (6.6 FT)
 JZ3614'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 JZ3614'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 JZ3614'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 JZ3614'CLASS A MARK.
 JZ3614
 JZ3614                          STATION RECOVERY (2003)
 JZ3614
 JZ3614'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 JZ3614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3675 ***********************************************************************
 JZ3675  DESIGNATION -  A 348
 JZ3675  PID         -  JZ3675
 JZ3675  STATE/COUNTY-  OH/MONTGOMERY
 JZ3675  USGS QUAD   -  TIPP CITY (1992)
 JZ3675
 JZ3675                         *CURRENT SURVEY CONTROL
 JZ3675  ___________________________________________________________________
 JZ3675* NAD 83(1986)-  39 53 30.     (N)    084 11 27.     (W)     SCALED    
 JZ3675* NAVD 88     -       297.421  (meters)     975.79   (feet)  ADJUSTED  
 JZ3675  ___________________________________________________________________
 JZ3675  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JZ3675  DYNAMIC HT  -         297.262 (meters)     975.27  (feet)  COMP
 JZ3675  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 JZ3675
 JZ3675  VERT ORDER  -  FIRST     CLASS II
 JZ3675
 JZ3675.The horizontal coordinates were scaled from a topographic map and have
 JZ3675.an estimated accuracy of +/- 6 seconds.
 JZ3675
 JZ3675.The orthometric height was determined by differential leveling
 JZ3675.and adjusted by the National Geodetic Survey in January 1994..
 JZ3675
 JZ3675.The geoid height was determined by GEOID03.
 JZ3675
 JZ3675.The dynamic height is computed by dividing the NAVD 88
 JZ3675.geopotential number by the normal gravity value computed on the
 JZ3675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3675.degrees latitude (g = 980.6199 gals.).
 JZ3675
 JZ3675.The modeled gravity was interpolated from observed gravity values.
 JZ3675
 JZ3675;                    North         East    Units  Estimated Accuracy
 JZ3675;SPC OH S     -   211,360.      455,400.      MT  (+/- 180 meters Scaled)
 JZ3675
 JZ3675                          SUPERSEDED SURVEY CONTROL
 JZ3675
 JZ3675.No superseded survey control is available for this station.
 JZ3675
 JZ3675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK401195(NAD 83)
 JZ3675_MARKER: I = METAL ROD
 JZ3675_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3675_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3675_STAMPING: A 348 1993
 JZ3675_MARK LOGO: NGS   
 JZ3675_PROJECTION: FLUSH
 JZ3675_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ3675+STABILITY: POSITION/ELEVATION WELL
 JZ3675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3675+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 JZ3675_ROD/PIPE-DEPTH: 9.7  meters
 JZ3675_SLEEVE-DEPTH  : 3.1 meters
 JZ3675
 JZ3675  HISTORY     - Date     Condition        Report By
 JZ3675  HISTORY     - 1993     MONUMENTED       NGS
 JZ3675  HISTORY     - 19950222 GOOD             NGS
 JZ3675  HISTORY     - 20041015 GOOD             INDIV
 JZ3675  HISTORY     - 20051010 GOOD             INDIV
 JZ3675
 JZ3675                          STATION DESCRIPTION
 JZ3675
 JZ3675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3675'IN VANDALIA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND U.S.
 JZ3675'HIGHWAY 40, 281.0 M (921.9 FT) WEST OF THE CENTERLINE OF THE
 JZ3675'SOUTHBOUND LANES OF THE INTERSTATE HIGHWAY 75, 26.1 M (85.6 FT) NORTH
 JZ3675'OF THE CENTERLINE OF THE WESTBOUND LANES OF U.S. HIGHWAY 40, 22.6 M
 JZ3675'(74.1 FT) NORTHEAST OF A UTILITY POLE, 18.7 M (61.4 FT) EAST OF THE
 JZ3675'EXTENDED CENTERLINE OF RANCHVIEW DRIVE, 1.3 M (4.3 FT) WEST OF A
 JZ3675'WITNESS POST, 1.1 M (3.6 FT) WEST OF THE WEST END OF A CHAIN-LINK
 JZ3675'FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 JZ3675'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JZ3675
 JZ3675                          STATION RECOVERY (1995)
 JZ3675
 JZ3675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 JZ3675'IN VANDALIA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND U.S.
 JZ3675'HIGHWAY 40 (EXIT 63) , 281.0 M (921.9 FT) WEST OF THE CENTERLINE OF
 JZ3675'THE SOUTHBOUND LANES OF THE INTERSTATE HIGHWAY 75, 26.1 M (85.6 FT)
 JZ3675'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF HIGHWAY 40, 22.6 M
 JZ3675'(74.1 FT) NORTHEAST OF A UTILITY POLE, 18.7 M (61.4 FT) EAST OF THE
 JZ3675'EXTENDED CENTERLINE OF RANCHVIEW DRIVE, 1.3 M (4.3 FT) WEST OF A
 JZ3675'WITNESS POST, 1.1 M (3.6 FT) WEST OF THE WEST END OF A CHAIN-LINK
 JZ3675'FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS
 JZ3675'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JZ3675
 JZ3675                          STATION RECOVERY (2004)
 JZ3675
 JZ3675'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3675'RECOVERED IN GOOD CONDITION.
 JZ3675
 JZ3675                          STATION RECOVERY (2005)
 JZ3675
 JZ3675'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 JZ3675'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 JZ3675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2487 ***********************************************************************
 LA2487  DESIGNATION -  A 349
 LA2487  PID         -  LA2487
 LA2487  STATE/COUNTY-  OH/MIAMI
 LA2487  USGS QUAD   -  TROY (1984)
 LA2487
 LA2487                         *CURRENT SURVEY CONTROL
 LA2487  ___________________________________________________________________
 LA2487* NAD 83(1986)-  40 01 22.     (N)    084 13 48.     (W)     SCALED    
 LA2487* NAVD 88     -       266.094  (meters)     873.01   (feet)  ADJUSTED  
 LA2487  ___________________________________________________________________
 LA2487  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LA2487  DYNAMIC HT  -         265.956 (meters)     872.56  (feet)  COMP
 LA2487  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 LA2487
 LA2487  VERT ORDER  -  FIRST     CLASS II
 LA2487
 LA2487.The horizontal coordinates were scaled from a topographic map and have
 LA2487.an estimated accuracy of +/- 6 seconds.
 LA2487
 LA2487.The orthometric height was determined by differential leveling
 LA2487.and adjusted by the National Geodetic Survey in January 1994..
 LA2487
 LA2487.The geoid height was determined by GEOID03.
 LA2487
 LA2487.The dynamic height is computed by dividing the NAVD 88
 LA2487.geopotential number by the normal gravity value computed on the
 LA2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2487.degrees latitude (g = 980.6199 gals.).
 LA2487
 LA2487.The modeled gravity was interpolated from observed gravity values.
 LA2487
 LA2487;                    North         East    Units  Estimated Accuracy
 LA2487;SPC OH S     -   225,980.      452,330.      MT  (+/- 180 meters Scaled)
 LA2487
 LA2487                          SUPERSEDED SURVEY CONTROL
 LA2487
 LA2487.No superseded survey control is available for this station.
 LA2487
 LA2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK363339(NAD 83)
 LA2487_MARKER: I = METAL ROD
 LA2487_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2487_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2487_STAMPING: A 349 1993
 LA2487_MARK LOGO: NGS   
 LA2487_PROJECTION: FLUSH
 LA2487_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2487+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2487_ROD/PIPE-DEPTH: 2.8  meters
 LA2487_SLEEVE-DEPTH  : 0.9 meters
 LA2487
 LA2487  HISTORY     - Date     Condition        Report By
 LA2487  HISTORY     - 1993     MONUMENTED       NGS
 LA2487
 LA2487                          STATION DESCRIPTION
 LA2487
 LA2487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2487'18.9 KM (11.75 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2487'JUNCTION OF INTERSTATE HIGHWAY 70 IN VANDALIA (EXIT 61), 280.0 M
 LA2487'(918.6 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 55, 50.1 M (164.4 FT)
 LA2487'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 44.0 M
 LA2487'(144.4 FT) SOUTH OF A HIGHWAY INFORMATION SIGN (FOOD) , 28.2 M (92.5
 LA2487'FT) SOUTHEAST OF AND LEVEL WITH THE CENTER OF A NORTHBOUND OFF RAMP
 LA2487'(EXIT 73), 24.3 M (79.7 FT) EAST OF THE MOST NORTHERLY SECURITY
 LA2487'LIGHT, AND 0.9 M (3.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 LA2487'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 LA2487'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN
 LA2487'TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1129 ***********************************************************************
 JY1129  DESIGNATION -  A 35
 JY1129  PID         -  JY1129
 JY1129  STATE/COUNTY-  OH/CLARK
 JY1129  USGS QUAD   -  SPRINGFIELD (1981)
 JY1129
 JY1129                         *CURRENT SURVEY CONTROL
 JY1129  ___________________________________________________________________
 JY1129* NAD 83(1986)-  39 58 25.     (N)    083 48 17.     (W)     SCALED    
 JY1129* NAVD 88     -       297.146  (meters)     974.89   (feet)  ADJUSTED  
 JY1129  ___________________________________________________________________
 JY1129  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JY1129  DYNAMIC HT  -         296.980 (meters)     974.34  (feet)  COMP
 JY1129  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 JY1129
 JY1129  VERT ORDER  -  SECOND    CLASS 0
 JY1129
 JY1129.The horizontal coordinates were scaled from a topographic map and have
 JY1129.an estimated accuracy of +/- 6 seconds.
 JY1129
 JY1129.The orthometric height was determined by differential leveling
 JY1129.and adjusted by the National Geodetic Survey in June 1991..
 JY1129
 JY1129.The geoid height was determined by GEOID03.
 JY1129
 JY1129.The dynamic height is computed by dividing the NAVD 88
 JY1129.geopotential number by the normal gravity value computed on the
 JY1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1129.degrees latitude (g = 980.6199 gals.).
 JY1129
 JY1129.The modeled gravity was interpolated from observed gravity values.
 JY1129
 JY1129;                    North         East    Units  Estimated Accuracy
 JY1129;SPC OH S     -   219,910.      488,550.      MT  (+/- 180 meters Scaled)
 JY1129
 JY1129                          SUPERSEDED SURVEY CONTROL
 JY1129
 JY1129  NGVD 29 (??/??/92)  297.330  (m)          975.49   (f) ADJ UNCH    2 0
 JY1129
 JY1129.Superseded values are not recommended for survey control.
 JY1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1129.See file dsdata.txt to determine how the superseded data were derived.
 JY1129
 JY1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE604285(NAD 83)
 JY1129_MARKER: DB = BENCH MARK DISK
 JY1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1129_STAMPING: A 35 1934
 JY1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1129+STABILITY: SURFACE MOTION
 JY1129
 JY1129  HISTORY     - Date     Condition        Report By
 JY1129  HISTORY     - 1934     MONUMENTED       CGS
 JY1129  HISTORY     - 1959     GOOD             NGS
 JY1129
 JY1129                          STATION DESCRIPTION
 JY1129
 JY1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JY1129'4.7 MI N FROM SPRINGFIELD.
 JY1129'4.7 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JY1129'ST. LOUIS RAILWAY FROM THE STATION AT SPRINGFIELD, CLARK COUNTY,
 JY1129'125 YARDS NORTH OF MILEPOST 126, AT A DIRT-ROAD CROSSING, 32.4
 JY1129'FEET EAST OF THE EAST RAIL, 16.5 FEET SOUTH OF THE CENTERLINE OF
 JY1129'THE ROAD, 3.4 FEET SOUTHWEST OF A CONCRETE POST AT A FENCE CORNER,
 JY1129'1.6 FEET WEST OF THE FENCE, AND ABOUT 3 FEET LOWER THAN THE
 JY1129'TRACK.  A STANDARD DISK, STAMPED A 35 1934 AND SET IN THE TOP
 JY1129'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2490 ***********************************************************************
 LA2490  DESIGNATION -  A 350
 LA2490  PID         -  LA2490
 LA2490  STATE/COUNTY-  OH/MIAMI
 LA2490  USGS QUAD   -  TROY (1984)
 LA2490
 LA2490                         *CURRENT SURVEY CONTROL
 LA2490  ___________________________________________________________________
 LA2490* NAD 83(1986)-  40 03 22.     (N)    084 13 59.     (W)     SCALED    
 LA2490* NAVD 88     -       271.531  (meters)     890.85   (feet)  ADJUSTED  
 LA2490  ___________________________________________________________________
 LA2490  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LA2490  DYNAMIC HT  -         271.391 (meters)     890.39  (feet)  COMP
 LA2490  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 LA2490
 LA2490  VERT ORDER  -  FIRST     CLASS II
 LA2490
 LA2490.The horizontal coordinates were scaled from a topographic map and have
 LA2490.an estimated accuracy of +/- 6 seconds.
 LA2490
 LA2490.The orthometric height was determined by differential leveling
 LA2490.and adjusted by the National Geodetic Survey in January 1994..
 LA2490
 LA2490.The geoid height was determined by GEOID03.
 LA2490
 LA2490.The dynamic height is computed by dividing the NAVD 88
 LA2490.geopotential number by the normal gravity value computed on the
 LA2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2490.degrees latitude (g = 980.6199 gals.).
 LA2490
 LA2490.The modeled gravity was interpolated from observed gravity values.
 LA2490
 LA2490;                    North         East    Units  Estimated Accuracy
 LA2490;SPC OH S     -   229,680.      452,140.      MT  (+/- 180 meters Scaled)
 LA2490
 LA2490                          SUPERSEDED SURVEY CONTROL
 LA2490
 LA2490.No superseded survey control is available for this station.
 LA2490
 LA2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK360376(NAD 83)
 LA2490_MARKER: I = METAL ROD
 LA2490_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2490_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2490_STAMPING: A 350 1993
 LA2490_MARK LOGO: NGS   
 LA2490_PROJECTION: FLUSH
 LA2490_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2490+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2490_ROD/PIPE-DEPTH: 3.4  meters
 LA2490_SLEEVE-DEPTH  : 0.9 meters
 LA2490
 LA2490  HISTORY     - Date     Condition        Report By
 LA2490  HISTORY     - 1993     MONUMENTED       NGS
 LA2490
 LA2490                          STATION DESCRIPTION
 LA2490
 LA2490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2490'22.4 KM (13.90 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2490'JUNCTION OF INTERSTATE HIGHWAY 70 IN VANDALIA (EXIT 61), 488.0 M
 LA2490'(1601.0 FT) NORTH OF THE INTERSECTION OF STATE HIGHWAY 41 (EXIT 74),
 LA2490'98.5 M (323.2 FT) NORTH OF THE EAST LEG OF A HIGHWAY INFORMATION SIGN
 LA2490'(TROY TOWN CENTER), 24.7 M (81.0 FT) WEST OF THE CENTERLINE OF THE
 LA2490'SOUTHBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) ABOVE THE LEVEL OF
 LA2490'THE HIGHWAY, AND 1.0 M (3.3 FT) EAST OF A WITNESS POST AND FENCE.
 LA2490'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 LA2490'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2415 ***********************************************************************
 KZ2415  DESIGNATION -  A 351
 KZ2415  PID         -  KZ2415
 KZ2415  STATE/COUNTY-  OH/ALLEN
 KZ2415  USGS QUAD   -  BEAVERDAM (1988)
 KZ2415
 KZ2415                         *CURRENT SURVEY CONTROL
 KZ2415  ___________________________________________________________________
 KZ2415* NAD 83(1986)-  40 50 01.     (N)    083 57 10.     (W)     SCALED    
 KZ2415* NAVD 88     -       266.045  (meters)     872.85   (feet)  ADJUSTED  
 KZ2415  ___________________________________________________________________
 KZ2415  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 KZ2415  DYNAMIC HT  -         265.913 (meters)     872.42  (feet)  COMP
 KZ2415  MODELED GRAV-     980,123.3   (mgal)                       NAVD 88
 KZ2415
 KZ2415  VERT ORDER  -  FIRST     CLASS II
 KZ2415
 KZ2415.The horizontal coordinates were scaled from a topographic map and have
 KZ2415.an estimated accuracy of +/- 6 seconds.
 KZ2415
 KZ2415.The orthometric height was determined by differential leveling
 KZ2415.and adjusted by the National Geodetic Survey in January 1994..
 KZ2415
 KZ2415.The geoid height was determined by GEOID03.
 KZ2415
 KZ2415.The dynamic height is computed by dividing the NAVD 88
 KZ2415.geopotential number by the normal gravity value computed on the
 KZ2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ2415.degrees latitude (g = 980.6199 gals.).
 KZ2415
 KZ2415.The modeled gravity was interpolated from observed gravity values.
 KZ2415
 KZ2415;                    North         East    Units  Estimated Accuracy
 KZ2415;SPC OH N     -   130,610.      477,480.      MT  (+/- 180 meters Scaled)
 KZ2415
 KZ2415                          SUPERSEDED SURVEY CONTROL
 KZ2415
 KZ2415.No superseded survey control is available for this station.
 KZ2415
 KZ2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF510244(NAD 83)
 KZ2415_MARKER: I = METAL ROD
 KZ2415_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KZ2415_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KZ2415_STAMPING: A 351 1993
 KZ2415_MARK LOGO: NGS   
 KZ2415_PROJECTION: FLUSH
 KZ2415_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KZ2415+STABILITY: POSITION/ELEVATION WELL
 KZ2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2415+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KZ2415_ROD/PIPE-DEPTH: 9.7  meters
 KZ2415_SLEEVE-DEPTH  : 3.1 meters
 KZ2415
 KZ2415  HISTORY     - Date     Condition        Report By
 KZ2415  HISTORY     - 1993     MONUMENTED       NGS
 KZ2415
 KZ2415                          STATION DESCRIPTION
 KZ2415
 KZ2415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 KZ2415'16.5 KM (10.25 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 KZ2415'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), THENCE 0.75 KM
 KZ2415'(0.45 MI) EASTERLY ALONG U.S. HIGHWAY 30, INSIDE THE CHAIN LINK
 KZ2415'FENCE SURROUNDING THE OHIO DEPARTMENT OF TRANSPORTATION HIGHWAY
 KZ2415'SUPPLY YARD, 44.5 M (146.0 FT) NORTH OF THE CENTERLINE OF U.S.
 KZ2415'HIGHWAY 30N, 9.9 M (32.5 FT) WEST-SOUTHWEST OF A UTILITY POLE, 9.1 M
 KZ2415'(29.9 FT) WEST OF THE WESTERN EDGE OF THE PAVEMENT, 5.8 M (19.0 FT)
 KZ2415'SOUTHEAST OF A UTILITY POLE, 2.1 M (6.9 FT) EAST-NORTHEAST OF A
 KZ2415'WITNESS POST AND FENCE, AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 KZ2415'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 KZ2415'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1662 ***********************************************************************
 MC1662  DESIGNATION -  A 352
 MC1662  PID         -  MC1662
 MC1662  STATE/COUNTY-  OH/WOOD
 MC1662  USGS QUAD   -  NORTH BALTIMORE (1977)
 MC1662
 MC1662                         *CURRENT SURVEY CONTROL
 MC1662  ___________________________________________________________________
 MC1662* NAD 83(1986)-  41 11 29.     (N)    083 39 00.     (W)     SCALED    
 MC1662* NAVD 88     -       218.313  (meters)     716.25   (feet)  ADJUSTED  
 MC1662  ___________________________________________________________________
 MC1662  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC1662  DYNAMIC HT  -         218.215 (meters)     715.93  (feet)  COMP
 MC1662  MODELED GRAV-     980,169.6   (mgal)                       NAVD 88
 MC1662
 MC1662  VERT ORDER  -  FIRST     CLASS II
 MC1662
 MC1662.The horizontal coordinates were scaled from a topographic map and have
 MC1662.an estimated accuracy of +/- 6 seconds.
 MC1662
 MC1662.The orthometric height was determined by differential leveling
 MC1662.and adjusted by the National Geodetic Survey in January 1994..
 MC1662
 MC1662.The geoid height was determined by GEOID03.
 MC1662
 MC1662.The dynamic height is computed by dividing the NAVD 88
 MC1662.geopotential number by the normal gravity value computed on the
 MC1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1662.degrees latitude (g = 980.6199 gals.).
 MC1662
 MC1662.The modeled gravity was interpolated from observed gravity values.
 MC1662
 MC1662;                    North         East    Units  Estimated Accuracy
 MC1662;SPC OH N     -   169,950.      503,530.      MT  (+/- 180 meters Scaled)
 MC1662
 MC1662                          SUPERSEDED SURVEY CONTROL
 MC1662
 MC1662.No superseded survey control is available for this station.
 MC1662
 MC1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF777633(NAD 83)
 MC1662_MARKER: I = METAL ROD
 MC1662_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1662_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1662_STAMPING: A 352 1993
 MC1662_MARK LOGO: NGS   
 MC1662_PROJECTION: FLUSH
 MC1662_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1662+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1662_ROD/PIPE-DEPTH: 6.6  meters
 MC1662_SLEEVE-DEPTH  : 0.9 meters
 MC1662
 MC1662  HISTORY     - Date     Condition        Report By
 MC1662  HISTORY     - 1993     MONUMENTED       NGS
 MC1662
 MC1662                          STATION DESCRIPTION
 MC1662
 MC1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1662'14.9 KM (9.25 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 MC1662'JUNCTION OF U.S. HIGHWAY 224 IN FINDLAY (EXIT 159), 54.0 M (177.2
 MC1662'FT) NORTH OF THE CENTER OF THE ENTRANCE ROAD LEADING TO HUSING MEATS,
 MC1662'24.5 M (80.4 FT) NORTH OF A BRACED FENCE POST, 22.7 M (74.5 FT) WEST
 MC1662'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 6.0 M (19.7
 MC1662'FT) EAST OF THE CENTER OF INSLEY ROAD, 0.5 M (1.6 FT) WEST OF A
 MC1662'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 MC1662'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MC1662'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0859 ***********************************************************************
 JY0859  DESIGNATION -  A 36
 JY0859  PID         -  JY0859
 JY0859  STATE/COUNTY-  OH/PICKAWAY
 JY0859  USGS QUAD   -  WILLIAMSPORT (1961)
 JY0859
 JY0859                         *CURRENT SURVEY CONTROL
 JY0859  ___________________________________________________________________
 JY0859* NAD 83(1986)-  39 34 26.     (N)    083 04 42.     (W)     SCALED    
 JY0859* NAVD 88     -       221.849  (meters)     727.85   (feet)  ADJUSTED  
 JY0859  ___________________________________________________________________
 JY0859  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JY0859  DYNAMIC HT  -         221.719 (meters)     727.42  (feet)  COMP
 JY0859  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 JY0859
 JY0859  VERT ORDER  -  SECOND    CLASS 0
 JY0859
 JY0859.The horizontal coordinates were scaled from a topographic map and have
 JY0859.an estimated accuracy of +/- 6 seconds.
 JY0859
 JY0859.The orthometric height was determined by differential leveling
 JY0859.and adjusted by the National Geodetic Survey in June 1991..
 JY0859
 JY0859.The geoid height was determined by GEOID03.
 JY0859
 JY0859.The dynamic height is computed by dividing the NAVD 88
 JY0859.geopotential number by the normal gravity value computed on the
 JY0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0859.degrees latitude (g = 980.6199 gals.).
 JY0859
 JY0859.The modeled gravity was interpolated from observed gravity values.
 JY0859
 JY0859;                    North         East    Units  Estimated Accuracy
 JY0859;SPC OH S     -   174,880.      550,310.      MT  (+/- 180 meters Scaled)
 JY0859
 JY0859                          SUPERSEDED SURVEY CONTROL
 JY0859
 JY0859  NGVD 29 (??/??/92)  222.016  (m)          728.40   (f) ADJ UNCH    2 0
 JY0859
 JY0859.Superseded values are not recommended for survey control.
 JY0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0859.See file dsdata.txt to determine how the superseded data were derived.
 JY0859
 JY0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD214825(NAD 83)
 JY0859_MARKER: DB = BENCH MARK DISK
 JY0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0859_STAMPING: A 36 1934
 JY0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0859+STABILITY: SURFACE MOTION
 JY0859
 JY0859  HISTORY     - Date     Condition        Report By
 JY0859  HISTORY     - 1934     MONUMENTED       CGS
 JY0859  HISTORY     - 1934     MARK NOT FOUND   USGS
 JY0859
 JY0859                          STATION DESCRIPTION
 JY0859
 JY0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0859'1.7 MI NE FROM WILLIAMSPORT.
 JY0859'1.7 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JY0859'AT WILLIAMSPORT, PICKAWAY COUNTY, 0.3 MILE WEST OF MILEPOST T 88,
 JY0859'0.5 MILE EAST OF BRIDGE 88/87, 7.6 FEET SOUTH OF THE SOUTH RAIL,
 JY0859'6 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND ONE FOOT LOWER THAN THE
 JY0859'TRACK.  A STANDARD DISK, STAMPED A 36 1934 AND SET IN THE TOP OF A
 JY0859'CONCRETE POST.
 JY0859
 JY0859                          STATION RECOVERY (1934)
 JY0859
 JY0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 JY0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1138 ***********************************************************************
 JY1138  DESIGNATION -  A 37
 JY1138  PID         -  JY1138
 JY1138  STATE/COUNTY-  OH/GREENE
 JY1138  USGS QUAD   -  JAMESTOWN (1974)
 JY1138
 JY1138                         *CURRENT SURVEY CONTROL
 JY1138  ___________________________________________________________________
 JY1138* NAD 83(1986)-  39 39 21.     (N)    083 43 59.     (W)     SCALED    
 JY1138* NAVD 88     -       321.936  (meters)    1056.22   (feet)  ADJUSTED  
 JY1138  ___________________________________________________________________
 JY1138  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JY1138  DYNAMIC HT  -         321.749 (meters)    1055.60  (feet)  COMP
 JY1138  MODELED GRAV-     980,037.2   (mgal)                       NAVD 88
 JY1138
 JY1138  VERT ORDER  -  SECOND    CLASS 0
 JY1138
 JY1138.The horizontal coordinates were scaled from a topographic map and have
 JY1138.an estimated accuracy of +/- 6 seconds.
 JY1138
 JY1138.The orthometric height was determined by differential leveling
 JY1138.and adjusted by the National Geodetic Survey in June 1991..
 JY1138
 JY1138.The geoid height was determined by GEOID03.
 JY1138
 JY1138.The dynamic height is computed by dividing the NAVD 88
 JY1138.geopotential number by the normal gravity value computed on the
 JY1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1138.degrees latitude (g = 980.6199 gals.).
 JY1138
 JY1138.The modeled gravity was interpolated from observed gravity values.
 JY1138
 JY1138;                    North         East    Units  Estimated Accuracy
 JY1138;SPC OH S     -   184,540.      494,190.      MT  (+/- 180 meters Scaled)
 JY1138
 JY1138                          SUPERSEDED SURVEY CONTROL
 JY1138
 JY1138  NGVD 29 (??/??/92)  322.102  (m)         1056.76   (f) ADJ UNCH    2 0
 JY1138
 JY1138.Superseded values are not recommended for survey control.
 JY1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1138.See file dsdata.txt to determine how the superseded data were derived.
 JY1138
 JY1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD655931(NAD 83)
 JY1138_MARKER: DB = BENCH MARK DISK
 JY1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1138_STAMPING: A 37 1934
 JY1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1138+STABILITY: SURFACE MOTION
 JY1138
 JY1138  HISTORY     - Date     Condition        Report By
 JY1138  HISTORY     - 1934     MONUMENTED       CGS
 JY1138  HISTORY     - 20051023 MARK NOT FOUND   GEOCAC
 JY1138
 JY1138                          STATION DESCRIPTION
 JY1138
 JY1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY1138'AT JAMESTOWN.
 JY1138'AT JAMESTOWN, GREENE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JY1138'AT THE SOUTHWEST CORNER OF THE EAST STATION LOT, AT THE SYCAMORE
 JY1138'STREET CROSSING, 41 YARDS WEST OF THE CENTERLINE OF THE STREET,
 JY1138'11.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE LOADING PLATFORM,
 JY1138'12.2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1/2-FOOT ABOVE THE
 JY1138'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED A 37 1934 AND SET IN
 JY1138'THE TOP OF A CONCRETE POST.
 JY1138
 JY1138                          STATION RECOVERY (2005)
 JY1138
 JY1138'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JY1138'FOUND WHAT MIGHT BE THE REMAINS OF THE BENCHMARK.  IT WAS THE CORRECT
 JY1138'DISTANCE FROM THE SYCAMORE STREET CENTERLINE.  THE OTHER LANDMARKS ON
 JY1138'THE DATA SHEET ARE MISSING.  THE RAILS HAVE BEEN REMOVED (APPEARS TO
 JY1138'BEEN SEVERAL YEARS) AND THE LOADING DOCK HAS BEEN RAZED (APPEARS TO
 JY1138'HAVE BEEN RAZED WITHIN THE LAST WEEK).  UNABLE TO COMFIRM THE
 JY1138'BENCHMARK HAS BEEN DESTROYED SINCE THE OTHER LANDMARKS ARE MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1546 ***********************************************************************
 KZ1546  DESIGNATION -  A 38 RESET
 KZ1546  PID         -  KZ1546
 KZ1546  STATE/COUNTY-  OH/UNION
 KZ1546  USGS QUAD   -  PLUMWOOD (1961)
 KZ1546
 KZ1546                         *CURRENT SURVEY CONTROL
 KZ1546  ___________________________________________________________________
 KZ1546* NAD 83(1995)-  40 06 43.26527(N)    083 23 30.59276(W)     ADJUSTED  
 KZ1546* NAVD 88     -       299.7    (meters)     983.     (feet)  GPS OBS   
 KZ1546  ___________________________________________________________________
 KZ1546  X           -     562,149.118 (meters)                     COMP
 KZ1546  Y           -  -4,852,453.525 (meters)                     COMP
 KZ1546  Z           -   4,087,677.471 (meters)                     COMP
 KZ1546  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 KZ1546  ELLIP HEIGHT-         266.42  (meters)          (10/07/05) GPS OBS
 KZ1546  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KZ1546
 KZ1546  HORZ ORDER  -  FIRST
 KZ1546  VERT ORDER  -  THIRD (See Below)
 KZ1546  ELLP ORDER  -  THIRD     CLASS I
 KZ1546
 KZ1546.The horizontal coordinates were established by GPS observations
 KZ1546.and adjusted by the National Geodetic Survey in October 1997..
 KZ1546
 KZ1546.The orthometric height was determined by GPS observations and a
 KZ1546.high-resolution geoid model.
 KZ1546.The vertical order pertains to the NGVD 29 superseded value.
 KZ1546
 KZ1546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1546
 KZ1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1546
 KZ1546.The ellipsoidal height was determined by GPS observations
 KZ1546.and is referenced to NAD 83.
 KZ1546
 KZ1546.The geoid height was determined by GEOID03.
 KZ1546
 KZ1546;                    North         East     Units Scale Factor Converg.
 KZ1546;SPC OH N     -    49,844.727   523,963.141   MT  1.00007705   -0 35 09.2
 KZ1546;SPC OH S     -   234,846.455   523,967.654   MT  1.00001652   -0 33 57.2
 KZ1546;UTM  17      - 4,442,932.381   296,157.830   MT  1.00011154   -1 32 29.6
 KZ1546
 KZ1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1546!SPC OH N     -   0.99995821  x   1.00007705  =   1.00003525
 KZ1546!SPC OH S     -   0.99995821  x   1.00001652  =   0.99997473
 KZ1546!UTM  17      -   0.99995821  x   1.00011154  =   1.00006974
 KZ1546
 KZ1546                          SUPERSEDED SURVEY CONTROL
 KZ1546
 KZ1546  ELLIP H (10/02/97)  266.45   (m)                       GP(       ) 3 1
 KZ1546  NAD 83(1986)-  40 06 43.27342(N)    083 23 30.60145(W) AD(       ) 1
 KZ1546  NGVD 29 (??/??/??)  299.87   (m)          983.8    (f) RESET       3  
 KZ1546
 KZ1546.Superseded values are not recommended for survey control.
 KZ1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1546.See file dsdata.txt to determine how the superseded data were derived.
 KZ1546
 KZ1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9615842932(NAD 83)
 KZ1546_MARKER: DB = BENCH MARK DISK
 KZ1546_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KZ1546_SP_SET: SET IN THE ABUTMENT OF BRIDGE
 KZ1546_STAMPING: A 38 RESET 1967
 KZ1546_MARK LOGO: CGS   
 KZ1546_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ1546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1546+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1997
 KZ1546
 KZ1546  HISTORY     - Date     Condition        Report By
 KZ1546  HISTORY     - 1967     MONUMENTED       OHDT
 KZ1546  HISTORY     - 1969     GOOD             CGS
 KZ1546  HISTORY     - 19930601 GOOD             GEOMET
 KZ1546  HISTORY     - 19970728 GOOD             WOOLPT
 KZ1546
 KZ1546                          STATION DESCRIPTION
 KZ1546
 KZ1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KZ1546'8.7 MI S FROM MARYSVILLE.
 KZ1546'THE MARK IS 8.7 MILES SOUTH ALONG STATE ROUTE 38 FROM THE SOUTH
 KZ1546'CORPORATE LIMITS OF MARYSVILLE, AT THE SMALL SETTLEMENT OF
 KZ1546'CHUCKERY NEAR THE JUNCTION OF STATE ROUTES 38 AND 161.  IT IS
 KZ1546'SET IN THE TOP OF THE SOUTHEAST WING WALL OF THE EAST ABUTMENT
 KZ1546'OF CONCRETE BRIDGE STRUCTURE NO. UNI 380021, 339 FEET WEST OF THE
 KZ1546'T INTERSECTION OF UNION COUNTY ROAD 59, 24 FEET SOUTH OF THE
 KZ1546'APPROXIMATE CENTER OF STATE ROUTES 38 AND 161, 1.5 FEET NORTH
 KZ1546'OF THE POINT OF DOWNWARD SLOPE OF THE WING, 1.3 FEET WEST OF THE
 KZ1546'EAST EDGE OF THE WING, 1.2 FEET EAST OF THE WEST EDGE OF THE WING,
 KZ1546'AND 1.0 FOOT SOUTH OF A METAL GUARD RAIL.  THE DISK IS STAMPED
 KZ1546'A 38 RESET 1967.
 KZ1546
 KZ1546                          STATION RECOVERY (1993)
 KZ1546
 KZ1546'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 KZ1546'RECOVERED IN GOOD CONDITION.
 KZ1546
 KZ1546                          STATION RECOVERY (1997)
 KZ1546
 KZ1546'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (BBS)
 KZ1546'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0921 ***********************************************************************
 JY0921  DESIGNATION -  A 39
 JY0921  PID         -  JY0921
 JY0921  STATE/COUNTY-  OH/FAYETTE
 JY0921  USGS QUAD   -  MIDWAY (1974)
 JY0921
 JY0921                         *CURRENT SURVEY CONTROL
 JY0921  ___________________________________________________________________
 JY0921* NAD 83(1986)-  39 42 07.     (N)    083 27 35.     (W)     SCALED    
 JY0921* NAVD 88     -       315.367  (meters)    1034.67   (feet)  ADJUSTED  
 JY0921  ___________________________________________________________________
 JY0921  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 JY0921  DYNAMIC HT  -         315.198 (meters)    1034.11  (feet)  COMP
 JY0921  MODELED GRAV-     980,082.4   (mgal)                       NAVD 88
 JY0921
 JY0921  VERT ORDER  -  SECOND    CLASS 0
 JY0921
 JY0921.The horizontal coordinates were scaled from a topographic map and have
 JY0921.an estimated accuracy of +/- 6 seconds.
 JY0921
 JY0921.The orthometric height was determined by differential leveling
 JY0921.and adjusted by the National Geodetic Survey in June 1991..
 JY0921
 JY0921.The geoid height was determined by GEOID03.
 JY0921
 JY0921.The dynamic height is computed by dividing the NAVD 88
 JY0921.geopotential number by the normal gravity value computed on the
 JY0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0921.degrees latitude (g = 980.6199 gals.).
 JY0921
 JY0921.The modeled gravity was interpolated from observed gravity values.
 JY0921
 JY0921;                    North         East    Units  Estimated Accuracy
 JY0921;SPC OH S     -   189,380.      517,700.      MT  (+/- 180 meters Scaled)
 JY0921
 JY0921                          SUPERSEDED SURVEY CONTROL
 JY0921
 JY0921  NGVD 29 (??/??/92)  315.554  (m)         1035.28   (f) ADJ UNCH    2 0
 JY0921
 JY0921.Superseded values are not recommended for survey control.
 JY0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0921.See file dsdata.txt to determine how the superseded data were derived.
 JY0921
 JY0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD891975(NAD 83)
 JY0921_MARKER: DB = BENCH MARK DISK
 JY0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0921_STAMPING: A 39 1934
 JY0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0921+STABILITY: SURFACE MOTION
 JY0921
 JY0921  HISTORY     - Date     Condition        Report By
 JY0921  HISTORY     - 1934     MONUMENTED       CGS
 JY0921  HISTORY     - 1960     MARK NOT FOUND   USGS
 JY0921
 JY0921                          STATION DESCRIPTION
 JY0921
 JY0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0921'2.2 MI S FROM SEDALIA.
 JY0921'IN FAYETTE COUNTY, 2.2 MILES SOUTH ALONG STATE HIGHWAY 38
 JY0921'FROM THE MIDWAY PUBLIC SCHOOL AT SEDALIA, MADISON COUNTY, 28.4
 JY0921'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4.1 FEET SOUTHWEST
 JY0921'OF A POLE, 1.6 FEET EAST OF THE FENCE LINE, AND ABOUT 2 FEET
 JY0921'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED A 39 1934 AND
 JY0921'SET IN THE TOP OF A CONCRETE POST.
 JY0921
 JY0921                          STATION RECOVERY (1960)
 JY0921
 JY0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JY0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0058 ***********************************************************************
 JZ0058  DESIGNATION -  A 4 X
 JZ0058  PID         -  JZ0058
 JZ0058  STATE/COUNTY-  OH/MONTGOMERY
 JZ0058  USGS QUAD   -  DAYTON NORTH (1996)
 JZ0058
 JZ0058                         *CURRENT SURVEY CONTROL
 JZ0058  ___________________________________________________________________
 JZ0058* NAD 83(1986)-  39 46 25.     (N)    084 10 42.     (W)     SCALED    
 JZ0058* NAVD 88     -       226.808  (meters)     744.12   (feet)  ADJUSTED  
 JZ0058  ___________________________________________________________________
 JZ0058  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JZ0058  DYNAMIC HT  -         226.684 (meters)     743.71  (feet)  COMP
 JZ0058  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 JZ0058
 JZ0058  VERT ORDER  -  FIRST     CLASS II
 JZ0058
 JZ0058.The horizontal coordinates were scaled from a topographic map and have
 JZ0058.an estimated accuracy of +/- 6 seconds.
 JZ0058
 JZ0058.The orthometric height was determined by differential leveling
 JZ0058.and adjusted by the National Geodetic Survey in June 1991..
 JZ0058
 JZ0058.The geoid height was determined by GEOID03.
 JZ0058
 JZ0058.The dynamic height is computed by dividing the NAVD 88
 JZ0058.geopotential number by the normal gravity value computed on the
 JZ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0058.degrees latitude (g = 980.6199 gals.).
 JZ0058
 JZ0058.The modeled gravity was interpolated from observed gravity values.
 JZ0058
 JZ0058;                    North         East    Units  Estimated Accuracy
 JZ0058;SPC OH S     -   198,230.      456,220.      MT  (+/- 180 meters Scaled)
 JZ0058
 JZ0058                          SUPERSEDED SURVEY CONTROL
 JZ0058
 JZ0058  NGVD 29 (??/??/92)  227.010  (m)          744.78   (f) ADJ UNCH    1 2
 JZ0058
 JZ0058.Superseded values are not recommended for survey control.
 JZ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0058.See file dsdata.txt to determine how the superseded data were derived.
 JZ0058
 JZ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK416064(NAD 83)
 JZ0058_MARKER: DB = BENCH MARK DISK
 JZ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0058_STAMPING: A 4 X 1935
 JZ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0058+STABILITY: SURFACE MOTION
 JZ0058
 JZ0058  HISTORY     - Date     Condition        Report By
 JZ0058  HISTORY     - 1935     MONUMENTED       CGS
 JZ0058  HISTORY     - 1947     GOOD             NGS
 JZ0058  HISTORY     - 1954     MARK NOT FOUND   OH2090
 JZ0058
 JZ0058                          STATION DESCRIPTION
 JZ0058
 JZ0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0058'AT DAYTON.
 JZ0058'AT DAYTON, ABOUT 1.7 MILES NORTHEAST ALONG THE BALTIMORE AND
 JZ0058'OHIO RAILROAD FROM THE UNION STATION, IN THE NORTH PART OF THE
 JZ0058'CITY OF DAYTON, AT THE CROSSING OF KEIFER STREET, 7.3 FEET EAST
 JZ0058'OF THE EAST RAIL OF A SPUR TRACK, 32.8 FEET EAST OF THE EAST
 JZ0058'RAIL OF THE NORTH BOUND MAIN TRACK, 27.8 FEET NORTH OF THE NORTH
 JZ0058'CURB LINE OF KEIFER STREET, 3.5 FEET NORTHWEST OF THE NORTHWEST
 JZ0058'CORNER OF A CONCRETE SIGNAL BATTERY BOX, 6.5 FEET NORTH OF POLE
 JZ0058'NO. 60/37, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ0058'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ0058'PROJECTING 1 INCH.
 JZ0058
 JZ0058                          STATION RECOVERY (1954)
 JZ0058
 JZ0058'RECOVERY NOTE BY CITY OF DAYTON OHIO 1954
 JZ0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0156 ***********************************************************************
 MD0156  DESIGNATION -  A 40
 MD0156  PID         -  MD0156
 MD0156  STATE/COUNTY-  OH/HENRY
 MD0156  USGS QUAD   -  NAPOLEON WEST (1971)
 MD0156
 MD0156                         *CURRENT SURVEY CONTROL
 MD0156  ___________________________________________________________________
 MD0156* NAD 83(1986)-  41 22 51.     (N)    084 09 29.     (W)     SCALED    
 MD0156* NAVD 88     -       208.516  (meters)     684.11   (feet)  POSTED    
 MD0156  ___________________________________________________________________
 MD0156  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 MD0156  DYNAMIC HT  -         208.430 (meters)     683.82  (feet)  COMP
 MD0156  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 MD0156
 MD0156  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MD0156
 MD0156.The horizontal coordinates were scaled from a topographic map and have
 MD0156.an estimated accuracy of +/- 6 seconds.
 MD0156
 MD0156.The orthometric height was determined by differential leveling
 MD0156.and adjusted by the National Geodetic Survey in 1992..
 MD0156.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MD0156.rate of 1.1 thru 2.0 mm/km.
 MD0156
 MD0156.The geoid height was determined by GEOID03.
 MD0156
 MD0156.The dynamic height is computed by dividing the NAVD 88
 MD0156.geopotential number by the normal gravity value computed on the
 MD0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0156.degrees latitude (g = 980.6199 gals.).
 MD0156
 MD0156.The modeled gravity was interpolated from observed gravity values.
 MD0156
 MD0156;                    North         East    Units  Estimated Accuracy
 MD0156;SPC OH N     -   191,670.      461,320.      MT  (+/- 180 meters Scaled)
 MD0156
 MD0156                          SUPERSEDED SURVEY CONTROL
 MD0156
 MD0156  NGVD 29 (??/??/92)  208.718  (m)          684.77   (f) ADJ UNCH    2 0
 MD0156
 MD0156.Superseded values are not recommended for survey control.
 MD0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0156.See file dsdata.txt to determine how the superseded data were derived.
 MD0156
 MD0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL376849(NAD 83)
 MD0156_MARKER: DB = BENCH MARK DISK
 MD0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0156_STAMPING: A 40 1934
 MD0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0156+STABILITY: SURFACE MOTION
 MD0156
 MD0156  HISTORY     - Date     Condition        Report By
 MD0156  HISTORY     - 1934     MONUMENTED       CGS
 MD0156  HISTORY     - 1963     GOOD             NGS
 MD0156
 MD0156                          STATION DESCRIPTION
 MD0156
 MD0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MD0156'2 MI W FROM NAPOLEON.
 MD0156'2.0 MILES WEST ALONG THE WABASH RAILWAY FROM THE STATION AT
 MD0156'NAPOLEON, HENRY COUNTY, 4.9 FEET SOUTHEAST OF MILEPOST T 38 - ST.
 MD0156'L. 398, 24 YARDS WEST OF A PRIVATE DIRT-ROAD CROSSING, 13.1
 MD0156'FEET SOUTH OF THE SOUTH RAIL, AND 8 INCHES LOWER THAN THE
 MD0156'TOP OF THE RAIL.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MD0156'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0028 ***********************************************************************
 MD0028  DESIGNATION -  A 41
 MD0028  PID         -  MD0028
 MD0028  STATE/COUNTY-  OH/WILLIAMS
 MD0028  USGS QUAD   -  WEST UNITY (1973)
 MD0028
 MD0028                         *CURRENT SURVEY CONTROL
 MD0028  ___________________________________________________________________
 MD0028* NAD 83(1986)-  41 33 27.     (N)    084 27 31.     (W)     SCALED    
 MD0028* NAVD 88     -       235.190  (meters)     771.62   (feet)  ADJUSTED  
 MD0028  ___________________________________________________________________
 MD0028  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 MD0028  DYNAMIC HT  -         235.100 (meters)     771.32  (feet)  COMP
 MD0028  MODELED GRAV-     980,234.5   (mgal)                       NAVD 88
 MD0028
 MD0028  VERT ORDER  -  SECOND    CLASS 0
 MD0028
 MD0028.The horizontal coordinates were scaled from a topographic map and have
 MD0028.an estimated accuracy of +/- 6 seconds.
 MD0028
 MD0028.The orthometric height was determined by differential leveling
 MD0028.and adjusted by the National Geodetic Survey in June 1991..
 MD0028
 MD0028.The geoid height was determined by GEOID03.
 MD0028
 MD0028.The dynamic height is computed by dividing the NAVD 88
 MD0028.geopotential number by the normal gravity value computed on the
 MD0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0028.degrees latitude (g = 980.6199 gals.).
 MD0028
 MD0028.The modeled gravity was interpolated from observed gravity values.
 MD0028
 MD0028;                    North         East    Units  Estimated Accuracy
 MD0028;SPC OH N     -   211,810.      436,630.      MT  (+/- 180 meters Scaled)
 MD0028
 MD0028                          SUPERSEDED SURVEY CONTROL
 MD0028
 MD0028  NGVD 29 (??/??/92)  235.340  (m)          772.11   (f) ADJ UNCH    2 0
 MD0028
 MD0028.Superseded values are not recommended for survey control.
 MD0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0028.See file dsdata.txt to determine how the superseded data were derived.
 MD0028
 MD0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM119037(NAD 83)
 MD0028_MARKER: DB = BENCH MARK DISK
 MD0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0028_STAMPING: A 41 1934
 MD0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0028+STABILITY: SURFACE MOTION
 MD0028
 MD0028  HISTORY     - Date     Condition        Report By
 MD0028  HISTORY     - 1934     MONUMENTED       CGS
 MD0028  HISTORY     - 1961     MARK NOT FOUND   USGS
 MD0028
 MD0028                          STATION DESCRIPTION
 MD0028
 MD0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0028'2.1 MI S FROM WEST UNITY.
 MD0028'2.1 MILES SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 MD0028'STATION AT WEST UNITY, WILLIAMS COUNTY, 21 YARDS WEST OF POLE
 MD0028'51+25, IN A GROVE OF MAPLE TREES, 7 YARDS NORTHWEST OF THE
 MD0028'NORTHWEST RAIL, 7 FEET SOUTHEAST OF A WIRE FENCE, AND ABOUT 1
 MD0028'FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED A 41 1934
 MD0028'AND SET IN THE TOP OF A CONCRETE POST.
 MD0028
 MD0028                          STATION RECOVERY (1961)
 MD0028
 MD0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MD0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0408 ***********************************************************************
 MD0408  DESIGNATION -  A 42
 MD0408  PID         -  MD0408
 MD0408  STATE/COUNTY-  OH/PAULDING
 MD0408  USGS QUAD   -  LATTY (1973)
 MD0408
 MD0408                         *CURRENT SURVEY CONTROL
 MD0408  ___________________________________________________________________
 MD0408* NAD 83(1986)-  41 05 11.     (N)    084 35 00.     (W)     SCALED    
 MD0408* NAVD 88     -       223.219  (meters)     732.34   (feet)  ADJUSTED  
 MD0408  ___________________________________________________________________
 MD0408  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MD0408  DYNAMIC HT  -         223.125 (meters)     732.04  (feet)  COMP
 MD0408  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 MD0408
 MD0408  VERT ORDER  -  FIRST     CLASS I
 MD0408
 MD0408.The horizontal coordinates were scaled from a topographic map and have
 MD0408.an estimated accuracy of +/- 6 seconds.
 MD0408
 MD0408.The orthometric height was determined by differential leveling
 MD0408.and adjusted by the National Geodetic Survey in April 1995..
 MD0408.WARNING-Repeat measurements at this control monument indicate possible
 MD0408.vertical movement.
 MD0408
 MD0408.The geoid height was determined by GEOID03.
 MD0408
 MD0408.The dynamic height is computed by dividing the NAVD 88
 MD0408.geopotential number by the normal gravity value computed on the
 MD0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0408.degrees latitude (g = 980.6199 gals.).
 MD0408
 MD0408.The modeled gravity was interpolated from observed gravity values.
 MD0408
 MD0408;                    North         East    Units  Estimated Accuracy
 MD0408;SPC OH N     -   159,750.      424,980.      MT  (+/- 180 meters Scaled)
 MD0408
 MD0408                          SUPERSEDED SURVEY CONTROL
 MD0408
 MD0408  NAVD 88 (06/15/91)  223.241  (m)          732.42   (f) UNKNOWN     1 1
 MD0408  NGVD 29 (01/19/93)  223.377  (m)          732.86   (f) ADJUSTED    1 1
 MD0408
 MD0408.Superseded values are not recommended for survey control.
 MD0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0408.See file dsdata.txt to determine how the superseded data were derived.
 MD0408
 MD0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL029511(NAD 83)
 MD0408_MARKER: DB = BENCH MARK DISK
 MD0408_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MD0408_SP_SET: FOOTING
 MD0408_STAMPING: A 42 1934
 MD0408_MARK LOGO: CGS   
 MD0408_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0408+STABILITY: SURFACE MOTION
 MD0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0408+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0408
 MD0408  HISTORY     - Date     Condition        Report By
 MD0408  HISTORY     - 1934     MONUMENTED       CGS
 MD0408  HISTORY     - 1968     GOOD             NGS
 MD0408  HISTORY     - 19921020 GOOD             NGS
 MD0408
 MD0408                          STATION DESCRIPTION
 MD0408
 MD0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MD0408'AT LATTY.
 MD0408'AT LATTY, ALONG THE PENN CENTRAL RAILROAD, SET ON THE TOP OF THE
 MD0408'SOUTHEAST CORNER OF AN ABANDONED CONCRETE BASE FOR A SWITCH
 MD0408'STAND, 222 FEET NORTH OF THE CENTER OF THE PENN CENTRAL RAILROAD
 MD0408'CROSSING THE NORFOLK AND WESTERN RAILWAY, 6.0 FEET WEST OF THE
 MD0408'WEST RAIL OF THE PENN CENTRAL TRACK AND 1/2 FOOT ABOVE THE LEVEL
 MD0408'OF THE TRACK.  SEC 36, T 2N, R 2E.
 MD0408
 MD0408                          STATION RECOVERY (1992)
 MD0408
 MD0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0408'IN LATTY, AT THE INTERSECTION OF RAILROAD AND FIRST STREETS, NEAR THE
 MD0408'SOUTHEAST END OF THE CONCRETE FOOTING FOR A RAILROAD SWITCH STAND
 MD0408'(SWITCH REMOVED), 22.0 M (72.2 FT) WEST OF THE CENTER OF RAILROAD
 MD0408'STREET, 0.3 M (1.0 FT) SOUTH OF THE EXTENDED CENTER OD FIRST STREET,
 MD0408'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREETS, 0.3 M (1.0 FT) NORTH
 MD0408'OF A WITNESS POST, 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST CORNER
 MD0408'OF THE FOOTING, AND FLUSH WITH THE GROUND SURFACE.  NOTE--THE DISK
 MD0408'HAS BEEN MUTILATED AND ALL THAT REMAINS OF THE ORIGINAL STAMPING IS A
 MD0408'4 193.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0522 ***********************************************************************
 LA0522  DESIGNATION -  A 43
 LA0522  PID         -  LA0522
 LA0522  STATE/COUNTY-  OH/MERCER
 LA0522  USGS QUAD   -  CELINA (1982)
 LA0522
 LA0522                         *CURRENT SURVEY CONTROL
 LA0522  ___________________________________________________________________
 LA0522* NAD 83(1986)-  40 34 44.     (N)    084 35 19.     (W)     SCALED    
 LA0522* NAVD 88     -       263.198  (meters)     863.51   (feet)  ADJUSTED  
 LA0522  ___________________________________________________________________
 LA0522  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LA0522  DYNAMIC HT  -         263.073 (meters)     863.10  (feet)  COMP
 LA0522  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 LA0522
 LA0522  VERT ORDER  -  SECOND    CLASS 0
 LA0522
 LA0522.The horizontal coordinates were scaled from a topographic map and have
 LA0522.an estimated accuracy of +/- 6 seconds.
 LA0522
 LA0522.The orthometric height was determined by differential leveling
 LA0522.and adjusted by the National Geodetic Survey in June 1991..
 LA0522
 LA0522.The geoid height was determined by GEOID03.
 LA0522
 LA0522.The dynamic height is computed by dividing the NAVD 88
 LA0522.geopotential number by the normal gravity value computed on the
 LA0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0522.degrees latitude (g = 980.6199 gals.).
 LA0522
 LA0522.The modeled gravity was interpolated from observed gravity values.
 LA0522
 LA0522;                    North         East    Units  Estimated Accuracy
 LA0522;SPC OH N     -   103,420.      423,180.      MT  (+/- 180 meters Scaled)
 LA0522
 LA0522                          SUPERSEDED SURVEY CONTROL
 LA0522
 LA0522  NGVD 29 (??/??/92)  263.358  (m)          864.03   (f) ADJ UNCH    2 0
 LA0522
 LA0522.Superseded values are not recommended for survey control.
 LA0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0522.See file dsdata.txt to determine how the superseded data were derived.
 LA0522
 LA0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK040948(NAD 83)
 LA0522_MARKER: DB = BENCH MARK DISK
 LA0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0522_STAMPING: A 43 1934
 LA0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0522+STABILITY: SURFACE MOTION
 LA0522
 LA0522  HISTORY     - Date     Condition        Report By
 LA0522  HISTORY     - 1934     MONUMENTED       CGS
 LA0522
 LA0522                          STATION DESCRIPTION
 LA0522
 LA0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0522'2 MI N FROM CELINA.
 LA0522'2.0 MILES NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 LA0522'STATION AT CELINA, MERCER COUNTY, 5.1 FEET NORTHEAST OF TELEPHONE
 LA0522'POLE 124/18, 18.5 FEET WEST OF THE WEST RAIL, 11.5 FEET EAST OF A
 LA0522'WIRE FENCE, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD
 LA0522'DISK, STAMPED A 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0472 ***********************************************************************
 LA0472  DESIGNATION -  A 44
 LA0472  PID         -  LA0472
 LA0472  STATE/COUNTY-  OH/VAN WERT
 LA0472  USGS QUAD   -  GLENMORE (1980)
 LA0472
 LA0472                         *CURRENT SURVEY CONTROL
 LA0472  ___________________________________________________________________
 LA0472* NAD 83(1986)-  40 46 33.     (N)    084 38 45.     (W)     SCALED    
 LA0472* NAVD 88     -       250.465  (meters)     821.73   (feet)  ADJUSTED  
 LA0472  ___________________________________________________________________
 LA0472  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 LA0472  DYNAMIC HT  -         250.352 (meters)     821.36  (feet)  COMP
 LA0472  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 LA0472
 LA0472  VERT ORDER  -  SECOND    CLASS 0
 LA0472
 LA0472.The horizontal coordinates were scaled from a topographic map and have
 LA0472.an estimated accuracy of +/- 6 seconds.
 LA0472
 LA0472.The orthometric height was determined by differential leveling
 LA0472.and adjusted by the National Geodetic Survey in June 1991..
 LA0472
 LA0472.The geoid height was determined by GEOID03.
 LA0472
 LA0472.The dynamic height is computed by dividing the NAVD 88
 LA0472.geopotential number by the normal gravity value computed on the
 LA0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0472.degrees latitude (g = 980.6199 gals.).
 LA0472
 LA0472.The modeled gravity was interpolated from observed gravity values.
 LA0472
 LA0472;                    North         East    Units  Estimated Accuracy
 LA0472;SPC OH N     -   125,400.      418,880.      MT  (+/- 180 meters Scaled)
 LA0472
 LA0472                          SUPERSEDED SURVEY CONTROL
 LA0472
 LA0472  NGVD 29 (??/??/92)  250.627  (m)          822.27   (f) ADJ UNCH    2 0
 LA0472
 LA0472.Superseded values are not recommended for survey control.
 LA0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0472.See file dsdata.txt to determine how the superseded data were derived.
 LA0472
 LA0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL986165(NAD 83)
 LA0472_MARKER: DB = BENCH MARK DISK
 LA0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0472_STAMPING: A 44 1934
 LA0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0472+STABILITY: SURFACE MOTION
 LA0472
 LA0472  HISTORY     - Date     Condition        Report By
 LA0472  HISTORY     - 1934     MONUMENTED       CGS
 LA0472
 LA0472                          STATION DESCRIPTION
 LA0472
 LA0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0472'1.7 MI W FROM OHIO CITY.
 LA0472'1.7 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0472'OHIO CITY, VAN WERT COUNTY, 0.1 MILE EAST OF THE CENTER OF A
 LA0472'GRAVEL-ROAD CROSSING, 2 YARDS NORTH OF MILEPOST M 81, 7 YARDS
 LA0472'NORTH OF THE NORTH RAIL, AND ABOUT 3-1/2 FEET LOWER THAN THE
 LA0472'TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 44 1934 AND SET
 LA0472'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0121 ***********************************************************************
 LA0121  DESIGNATION -  A 45
 LA0121  PID         -  LA0121
 LA0121  STATE/COUNTY-  OH/SHELBY
 LA0121  USGS QUAD   -  SIDNEY (1982)
 LA0121
 LA0121                         *CURRENT SURVEY CONTROL
 LA0121  ___________________________________________________________________
 LA0121* NAD 83(1986)-  40 16 24.     (N)    084 11 17.     (W)     SCALED    
 LA0121* NAVD 88     -       310.866  (meters)    1019.90   (feet)  ADJUSTED  
 LA0121  ___________________________________________________________________
 LA0121  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LA0121  DYNAMIC HT  -         310.710 (meters)    1019.39  (feet)  COMP
 LA0121  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 LA0121
 LA0121  VERT ORDER  -  SECOND    CLASS 0
 LA0121
 LA0121.The horizontal coordinates were scaled from a topographic map and have
 LA0121.an estimated accuracy of +/- 6 seconds.
 LA0121
 LA0121.The orthometric height was determined by differential leveling
 LA0121.and adjusted by the National Geodetic Survey in June 1991..
 LA0121
 LA0121.The geoid height was determined by GEOID03.
 LA0121
 LA0121.The dynamic height is computed by dividing the NAVD 88
 LA0121.geopotential number by the normal gravity value computed on the
 LA0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0121.degrees latitude (g = 980.6199 gals.).
 LA0121
 LA0121.The modeled gravity was interpolated from observed gravity values.
 LA0121
 LA0121;                    North         East    Units  Estimated Accuracy
 LA0121;SPC OH N     -    68,760.      456,430.      MT  (+/- 180 meters Scaled)
 LA0121
 LA0121                          SUPERSEDED SURVEY CONTROL
 LA0121
 LA0121  NGVD 29 (??/??/92)  311.062  (m)         1020.54   (f) ADJ UNCH    2 0
 LA0121
 LA0121.Superseded values are not recommended for survey control.
 LA0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0121.See file dsdata.txt to determine how the superseded data were derived.
 LA0121
 LA0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK390618(NAD 83)
 LA0121_MARKER: DB = BENCH MARK DISK
 LA0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0121_STAMPING: A 45 1934
 LA0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0121+STABILITY: SURFACE MOTION
 LA0121
 LA0121  HISTORY     - Date     Condition        Report By
 LA0121  HISTORY     - 1934     MONUMENTED       CGS
 LA0121
 LA0121                          STATION DESCRIPTION
 LA0121
 LA0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0121'1.5 MI W FROM SIDNEY.
 LA0121'1.5 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0121'ST. LOUIS RAILWAY FROM THE STATION AT SIDNEY, SHELBY COUNTY,
 LA0121'AT POLE 165+08, AT A DIRT-ROAD CROSSING, 21 FEET WEST OF THE
 LA0121'CENTER LINE OF THE ROAD, 20.3 FEET NORTH OF THE NORTH RAIL, AND
 LA0121'ABOUT 1-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LA0121'A 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0275 ***********************************************************************
 LA0275  DESIGNATION -  A 45X
 LA0275  PID         -  LA0275
 LA0275  STATE/COUNTY-  OH/DARKE
 LA0275  USGS QUAD   -  ANSONIA (1982)
 LA0275
 LA0275                         *CURRENT SURVEY CONTROL
 LA0275  ___________________________________________________________________
 LA0275* NAD 83(1986)-  40 12 39.     (N)    084 38 26.     (W)     SCALED    
 LA0275* NAVD 88     -       307.066  (meters)    1007.43   (feet)  ADJUSTED  
 LA0275  ___________________________________________________________________
 LA0275  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LA0275  DYNAMIC HT  -         306.906 (meters)    1006.91  (feet)  COMP
 LA0275  MODELED GRAV-     980,095.3   (mgal)                       NAVD 88
 LA0275
 LA0275  VERT ORDER  -  SECOND    CLASS 0
 LA0275
 LA0275.The horizontal coordinates were scaled from a topographic map and have
 LA0275.an estimated accuracy of +/- 6 seconds.
 LA0275
 LA0275.The orthometric height was determined by differential leveling
 LA0275.and adjusted by the National Geodetic Survey in June 1991..
 LA0275
 LA0275.The geoid height was determined by GEOID03.
 LA0275
 LA0275.The dynamic height is computed by dividing the NAVD 88
 LA0275.geopotential number by the normal gravity value computed on the
 LA0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0275.degrees latitude (g = 980.6199 gals.).
 LA0275
 LA0275.The modeled gravity was interpolated from observed gravity values.
 LA0275
 LA0275;                    North         East    Units  Estimated Accuracy
 LA0275;SPC OH S     -   247,600.      417,780.      MT  (+/- 180 meters Scaled)
 LA0275
 LA0275                          SUPERSEDED SURVEY CONTROL
 LA0275
 LA0275  NGVD 29 (??/??/92)  307.224  (m)         1007.95   (f) ADJ UNCH    2 0
 LA0275
 LA0275.Superseded values are not recommended for survey control.
 LA0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0275.See file dsdata.txt to determine how the superseded data were derived.
 LA0275
 LA0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK007538(NAD 83)
 LA0275_MARKER: DB = BENCH MARK DISK
 LA0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0275_SP_SET: SWITCH CONCRETE BASE
 LA0275_STAMPING: A 45 X 1934
 LA0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0275
 LA0275  HISTORY     - Date     Condition        Report By
 LA0275  HISTORY     - 1934     MONUMENTED       CGS
 LA0275  HISTORY     - 1947     GOOD             NGS
 LA0275
 LA0275                          STATION DESCRIPTION
 LA0275
 LA0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0275'AT ANSONIA.
 LA0275'AT ANSONIA, DARKE COUNTY, ON THE CINCINNATI NORTHERN RAILROAD,
 LA0275'9-1/2 RAILS SOUTH OF THE CROSSING OF THE CLEVELAND, CINCINNATI,
 LA0275'CHICAGO AND ST. LOUIS RAILWAY, 21 FEET EAST OF TELEPHONE POLE
 LA0275'151/07, 5.4 FEET EAST OF THE EAST RAIL, IN THE TOP OF A CONCRETE
 LA0275'SWITCH BASE, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD
 LA0275'DISK, STAMPED A 45 X 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0279 ***********************************************************************
 LA0279  DESIGNATION -  A 46
 LA0279  PID         -  LA0279
 LA0279  STATE/COUNTY-  OH/DARKE
 LA0279  USGS QUAD   -  ANSONIA (1982)
 LA0279
 LA0279                         *CURRENT SURVEY CONTROL
 LA0279  ___________________________________________________________________
 LA0279* NAD 83(1986)-  40 10 13.     (N)    084 38 48.     (W)     SCALED    
 LA0279* NAVD 88     -       314.169  (meters)    1030.74   (feet)  ADJUSTED  
 LA0279  ___________________________________________________________________
 LA0279  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LA0279  DYNAMIC HT  -         314.002 (meters)    1030.19  (feet)  COMP
 LA0279  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 LA0279
 LA0279  VERT ORDER  -  SECOND    CLASS 0
 LA0279
 LA0279.The horizontal coordinates were scaled from a topographic map and have
 LA0279.an estimated accuracy of +/- 6 seconds.
 LA0279
 LA0279.The orthometric height was determined by differential leveling
 LA0279.and adjusted by the National Geodetic Survey in June 1991..
 LA0279
 LA0279.The geoid height was determined by GEOID03.
 LA0279
 LA0279.The dynamic height is computed by dividing the NAVD 88
 LA0279.geopotential number by the normal gravity value computed on the
 LA0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0279.degrees latitude (g = 980.6199 gals.).
 LA0279
 LA0279.The modeled gravity was interpolated from observed gravity values.
 LA0279
 LA0279;                    North         East    Units  Estimated Accuracy
 LA0279;SPC OH S     -   243,110.      417,160.      MT  (+/- 180 meters Scaled)
 LA0279
 LA0279                          SUPERSEDED SURVEY CONTROL
 LA0279
 LA0279  NGVD 29 (??/??/92)  314.325  (m)         1031.25   (f) ADJ UNCH    2 0
 LA0279
 LA0279.Superseded values are not recommended for survey control.
 LA0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0279.See file dsdata.txt to determine how the superseded data were derived.
 LA0279
 LA0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK003493(NAD 83)
 LA0279_MARKER: DB = BENCH MARK DISK
 LA0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0279_SP_SET: SWITCH CONCRETE BASE
 LA0279_STAMPING: A 46 1934
 LA0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0279
 LA0279  HISTORY     - Date     Condition        Report By
 LA0279  HISTORY     - 1934     MONUMENTED       CGS
 LA0279
 LA0279                          STATION DESCRIPTION
 LA0279
 LA0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0279'2.7 MI S FROM ANSONIA.
 LA0279'2.7 MILES SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 LA0279'STATION AT ANSONIA, DARKE COUNTY, BETWEEN POLES 153/39 AND
 LA0279'153/40, 7-1/2 RAILS SOUTH OF THE CROSSING OF THE PENNSYLVANIA
 LA0279'RAILROAD AT MEEKER, 6.1 FEET WEST OF THE WEST RAIL, IN THE TOP
 LA0279'OF A CONCRETE SWITCH-PIPE BASE, AND ABOUT 1/2 FOOT LOWER THAN
 LA0279'THE TRACK.  A STANDARD DISK, STAMPED A 46 1934.  NOTE-- CONSTRUCTION,
 LA0279'SW REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0009 ***********************************************************************
 JZ0009  DESIGNATION -  A 47
 JZ0009  PID         -  JZ0009
 JZ0009  STATE/COUNTY-  OH/MONTGOMERY
 JZ0009  USGS QUAD   -  TROTWOOD (1992)
 JZ0009
 JZ0009                         *CURRENT SURVEY CONTROL
 JZ0009  ___________________________________________________________________
 JZ0009* NAD 83(1986)-  39 46 49.     (N)    084 16 12.     (W)     SCALED    
 JZ0009* NAVD 88     -       240.337  (meters)     788.51   (feet)  ADJUSTED  
 JZ0009  ___________________________________________________________________
 JZ0009  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JZ0009  DYNAMIC HT  -         240.206 (meters)     788.08  (feet)  COMP
 JZ0009  MODELED GRAV-     980,075.4   (mgal)                       NAVD 88
 JZ0009
 JZ0009  VERT ORDER  -  SECOND    CLASS 0
 JZ0009
 JZ0009.The horizontal coordinates were scaled from a topographic map and have
 JZ0009.an estimated accuracy of +/- 6 seconds.
 JZ0009
 JZ0009.The orthometric height was determined by differential leveling
 JZ0009.and adjusted by the National Geodetic Survey in June 1991..
 JZ0009
 JZ0009.The geoid height was determined by GEOID03.
 JZ0009
 JZ0009.The dynamic height is computed by dividing the NAVD 88
 JZ0009.geopotential number by the normal gravity value computed on the
 JZ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0009.degrees latitude (g = 980.6199 gals.).
 JZ0009
 JZ0009.The modeled gravity was interpolated from observed gravity values.
 JZ0009
 JZ0009;                    North         East    Units  Estimated Accuracy
 JZ0009;SPC OH S     -   199,120.      448,390.      MT  (+/- 180 meters Scaled)
 JZ0009
 JZ0009                          SUPERSEDED SURVEY CONTROL
 JZ0009
 JZ0009  NGVD 29 (??/??/92)  240.535  (m)          789.16   (f) ADJ UNCH    2 0
 JZ0009
 JZ0009.Superseded values are not recommended for survey control.
 JZ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0009.See file dsdata.txt to determine how the superseded data were derived.
 JZ0009
 JZ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK337069(NAD 83)
 JZ0009_MARKER: DB = BENCH MARK DISK
 JZ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0009_STAMPING: A 47 1934
 JZ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0009+STABILITY: SURFACE MOTION
 JZ0009
 JZ0009  HISTORY     - Date     Condition        Report By
 JZ0009  HISTORY     - 1934     MONUMENTED       CGS
 JZ0009  HISTORY     - 1967     GOOD             OH2090
 JZ0009
 JZ0009                          STATION DESCRIPTION
 JZ0009
 JZ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ0009'2.5 MI SE FROM TROTWOOD.
 JZ0009'2.5 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ0009'STATION AT TROTWOOD, MONTGOMERY COUNTY, ACROSS THE TRACK FROM
 JZ0009'BRIDGE 20/75, AT A DIRT-ROAD CROSSING, 36 FEET EAST OF THE
 JZ0009'CENTERLINE OF THE ROAD, 24.8 FEET SOUTH OF THE SOUTH RAIL, 2.8
 JZ0009'FEET NORTH OF A WIRE FENCE, AND ABOUT 4-1/2 FEET LOWER THAN
 JZ0009'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 47 1934 AND
 JZ0009'SET IN THE TOP OF A CONCRETE POST.  NOTE-- NW OF WOLF CREEK
 JZ0009'PIKE CROSSING - 8.2 FT NE OF POWER POLE 857/22 - NEW COUNTY
 JZ0009'SEWER LINE 18 FT PLUS OR MINUS SOUTH OF BM-BENCH MARK APPEARS
 JZ0009'UNDISTURBED.  DISK IS AN NGS DISK.
 JZ0009
 JZ0009                          STATION RECOVERY (1967)
 JZ0009
 JZ0009'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967
 JZ0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0843 ***********************************************************************
 JZ0843  DESIGNATION -  A 48
 JZ0843  PID         -  JZ0843
 JZ0843  STATE/COUNTY-  OH/BUTLER
 JZ0843  USGS QUAD   -  HAMILTON (1988)
 JZ0843
 JZ0843                         *CURRENT SURVEY CONTROL
 JZ0843  ___________________________________________________________________
 JZ0843* NAD 83(1986)-  39 23 38.     (N)    084 33 31.     (W)     SCALED    
 JZ0843* NAVD 88     -       181.419  (meters)     595.21   (feet)  ADJUSTED  
 JZ0843  ___________________________________________________________________
 JZ0843  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JZ0843  DYNAMIC HT  -         181.317 (meters)     594.87  (feet)  COMP
 JZ0843  MODELED GRAV-     980,058.3   (mgal)                       NAVD 88
 JZ0843
 JZ0843  VERT ORDER  -  FIRST     CLASS II
 JZ0843
 JZ0843.The horizontal coordinates were scaled from a topographic map and have
 JZ0843.an estimated accuracy of +/- 6 seconds.
 JZ0843
 JZ0843.The orthometric height was determined by differential leveling
 JZ0843.and adjusted by the National Geodetic Survey in June 1991..
 JZ0843
 JZ0843.The geoid height was determined by GEOID03.
 JZ0843
 JZ0843.The dynamic height is computed by dividing the NAVD 88
 JZ0843.geopotential number by the normal gravity value computed on the
 JZ0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0843.degrees latitude (g = 980.6199 gals.).
 JZ0843
 JZ0843.The modeled gravity was interpolated from observed gravity values.
 JZ0843
 JZ0843;                    North         East    Units  Estimated Accuracy
 JZ0843;SPC OH S     -   156,760.      422,690.      MT  (+/- 180 meters Scaled)
 JZ0843
 JZ0843                          SUPERSEDED SURVEY CONTROL
 JZ0843
 JZ0843  NGVD 29 (??/??/92)  181.602  (m)          595.81   (f) ADJ UNCH    1 2
 JZ0843
 JZ0843.Superseded values are not recommended for survey control.
 JZ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0843.See file dsdata.txt to determine how the superseded data were derived.
 JZ0843
 JZ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ102633(NAD 83)
 JZ0843_MARKER: DB = BENCH MARK DISK
 JZ0843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0843_SP_SET: SIGNAL BASE
 JZ0843_STAMPING: A 48 1934
 JZ0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0843
 JZ0843  HISTORY     - Date     Condition        Report By
 JZ0843  HISTORY     - 1934     MONUMENTED       CGS
 JZ0843  HISTORY     - 1947     GOOD             NGS
 JZ0843  HISTORY     - 1965     GOOD             NGS
 JZ0843
 JZ0843                          STATION DESCRIPTION
 JZ0843
 JZ0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0843'AT HAMILTON.
 JZ0843'AT HAMILTON, BUTLER COUNTY, ABOUT 86 YDS S OF THE BALTIMORE AND
 JZ0843'OHIO RR STATION, 6.5 FT W OF THE W RAIL OF THE MAIN TRACK, 4.7
 JZ0843'FT E OF THE E RAIL OF THE CINCINNATI, INDIANAPOLIS AND CHICAGO
 JZ0843'BRANCH, IN THE TOP OF A CONCRETE SIGNAL BASE, AND ABOUT 1/2
 JZ0843'FT HIGHER THAN THE RACK.
 JZ0843
 JZ0843                          STATION RECOVERY (1965)
 JZ0843
 JZ0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JZ0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0252 ***********************************************************************
 JZ0252  DESIGNATION -  A 49
 JZ0252  PID         -  JZ0252
 JZ0252  STATE/COUNTY-  OH/CLERMONT
 JZ0252  USGS QUAD   -  NEWTONSVILLE (1968)
 JZ0252
 JZ0252                         *CURRENT SURVEY CONTROL
 JZ0252  ___________________________________________________________________
 JZ0252* NAD 83(1986)-  39 10 53.     (N)    084 03 29.     (W)     SCALED    
 JZ0252* NAVD 88     -       279.784  (meters)     917.92   (feet)  ADJUSTED  
 JZ0252  ___________________________________________________________________
 JZ0252  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ0252  DYNAMIC HT  -         279.607 (meters)     917.34  (feet)  COMP
 JZ0252  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 JZ0252
 JZ0252  VERT ORDER  -  SECOND    CLASS 0
 JZ0252
 JZ0252.The horizontal coordinates were scaled from a topographic map and have
 JZ0252.an estimated accuracy of +/- 6 seconds.
 JZ0252
 JZ0252.The orthometric height was determined by differential leveling
 JZ0252.and adjusted by the National Geodetic Survey in June 1991..
 JZ0252
 JZ0252.The geoid height was determined by GEOID03.
 JZ0252
 JZ0252.The dynamic height is computed by dividing the NAVD 88
 JZ0252.geopotential number by the normal gravity value computed on the
 JZ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0252.degrees latitude (g = 980.6199 gals.).
 JZ0252
 JZ0252.The modeled gravity was interpolated from observed gravity values.
 JZ0252
 JZ0252;                    North         East    Units  Estimated Accuracy
 JZ0252;SPC OH S     -   132,310.      465,390.      MT  (+/- 180 meters Scaled)
 JZ0252
 JZ0252                          SUPERSEDED SURVEY CONTROL
 JZ0252
 JZ0252  NGVD 29 (??/??/92)  279.953  (m)          918.48   (f) ADJ UNCH    2 0
 JZ0252
 JZ0252.Superseded values are not recommended for survey control.
 JZ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0252.See file dsdata.txt to determine how the superseded data were derived.
 JZ0252
 JZ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ541410(NAD 83)
 JZ0252_MARKER: DB = BENCH MARK DISK
 JZ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0252_STAMPING: A 49 1934
 JZ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0252+STABILITY: SURFACE MOTION
 JZ0252
 JZ0252  HISTORY     - Date     Condition        Report By
 JZ0252  HISTORY     - 1934     MONUMENTED       CGS
 JZ0252
 JZ0252                          STATION DESCRIPTION
 JZ0252
 JZ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ0252'3.2 MI S FROM EDENTON.
 JZ0252'3.2 MILES SOUTH ALONG STATE HIGHWAY 133 FROM EDENTON, CLERMONT
 JZ0252'COUNTY, AT THE INTERSECTION OF STATE HIGHWAY 131, 95 YARDS NORTH
 JZ0252'OF THE CENTERLINE OF STATE HIGHWAY 131, 65 FEET NORTHWEST OF THE
 JZ0252'NORTH WEST CORNER OF A WHITE HOUSE, IN LINE WITH THE SOUTHWEST
 JZ0252'PROPERTY LINE OF A COUNTY ROAD LEADING NORTHWEST, 28 FEET EAST
 JZ0252'OF THE CENTERLINE OF STATE HIGHWAY 133, 35 FEET NORTH OF A FENCE
 JZ0252'CORNER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 JZ0252'A 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HZ0010 ***********************************************************************
 HZ0010  DESIGNATION -  A 49 X RESET
 HZ0010  PID         -  HZ0010
 HZ0010  STATE/COUNTY-  OH/CLERMONT
 HZ0010  USGS QUAD   -  LAUREL (1992)
 HZ0010
 HZ0010                         *CURRENT SURVEY CONTROL
 HZ0010  ___________________________________________________________________
 HZ0010* NAD 83(1986)-  38 59 23.     (N)    084 07 43.     (W)     SCALED    
 HZ0010* NAVD 88     -       266.42   (+/-2cm)     874.1    (feet)  VERTCON   
 HZ0010  ___________________________________________________________________
 HZ0010  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HZ0010
 HZ0010  VERT ORDER  -  THIRD (See Below)
 HZ0010
 HZ0010.The horizontal coordinates were scaled from a topographic map and have
 HZ0010.an estimated accuracy of +/- 6 seconds.
 HZ0010
 HZ0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0010.The vertical order pertains to the NGVD 29 superseded value.
 HZ0010
 HZ0010.The geoid height was determined by GEOID03.
 HZ0010
 HZ0010;                    North         East    Units  Estimated Accuracy
 HZ0010;SPC OH S     -   111,150.      458,910.      MT  (+/- 180 meters Scaled)
 HZ0010
 HZ0010                          SUPERSEDED SURVEY CONTROL
 HZ0010
 HZ0010  NGVD 29 (10/13/05)  266.61   (m)          874.7    (f) RESET       3  
 HZ0010
 HZ0010.Superseded values are not recommended for survey control.
 HZ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0010.See file dsdata.txt to determine how the superseded data were derived.
 HZ0010
 HZ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ486195(NAD 83)
 HZ0010_MARKER: DB = BENCH MARK DISK
 HZ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0010_STAMPING: A 49 X OGS RESET 1966
 HZ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0010+STABILITY: SURFACE MOTION
 HZ0010
 HZ0010  HISTORY     - Date     Condition        Report By
 HZ0010  HISTORY     - 1966     MONUMENTED       CGS
 HZ0010  HISTORY     - 1966     GOOD             NGS
 HZ0010
 HZ0010                          STATION DESCRIPTION
 HZ0010
 HZ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HZ0010'1 MI E FROM BANTAM.
 HZ0010'THE MARK IS 1.5 MILES EAST OF THE JUNCTION OF STATE ROUTE 125 AND
 HZ0010'STATE ROUTE 222 SOUTH, 1.0 MILE EAST OF THE CENTER OF BANTAM,
 HZ0010'0.2 MILE WEST OF SUGARTREE ROAD (CO. RD. 118).  IT IS 75 FEET
 HZ0010'SOUTH OF A 24-INCH OAK TREE, 55 FEET NORTH OF THE APPROXIMATE
 HZ0010'CENTER OF STATE ROUTE 125 AND 0.8 FOOT SOUTH OF A METAL WITNESS
 HZ0010'POST AND SIGN.  A STANDARD DISK SET IN THE TOP OF A ROUND,
 HZ0010'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS
 HZ0010'STAMPED A 49 X OGS RESET 1966.
 HZ0010
 HZ0010                          STATION RECOVERY (1966)
 HZ0010
 HZ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HZ0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0314 ***********************************************************************
 JZ0314  DESIGNATION -  A 50
 JZ0314  PID         -  JZ0314
 JZ0314  STATE/COUNTY-  OH/HAMILTON
 JZ0314  USGS QUAD   -  MADEIRA (1988)
 JZ0314
 JZ0314                         *CURRENT SURVEY CONTROL
 JZ0314  ___________________________________________________________________
 JZ0314* NAD 83(1986)-  39 14 42.     (N)    084 17 50.     (W)     SCALED    
 JZ0314* NAVD 88     -       178.505  (meters)     585.65   (feet)  ADJUSTED  
 JZ0314  ___________________________________________________________________
 JZ0314  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ0314  DYNAMIC HT  -         178.394 (meters)     585.28  (feet)  COMP
 JZ0314  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 JZ0314
 JZ0314  VERT ORDER  -  SECOND    CLASS 0
 JZ0314
 JZ0314.The horizontal coordinates were scaled from a topographic map and have
 JZ0314.an estimated accuracy of +/- 6 seconds.
 JZ0314
 JZ0314.The orthometric height was determined by differential leveling
 JZ0314.and adjusted by the National Geodetic Survey in June 1991..
 JZ0314
 JZ0314.The geoid height was determined by GEOID03.
 JZ0314
 JZ0314.The dynamic height is computed by dividing the NAVD 88
 JZ0314.geopotential number by the normal gravity value computed on the
 JZ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0314.degrees latitude (g = 980.6199 gals.).
 JZ0314
 JZ0314.The modeled gravity was interpolated from observed gravity values.
 JZ0314
 JZ0314;                    North         East    Units  Estimated Accuracy
 JZ0314;SPC OH S     -   139,760.      444,870.      MT  (+/- 180 meters Scaled)
 JZ0314
 JZ0314                          SUPERSEDED SURVEY CONTROL
 JZ0314
 JZ0314  NGVD 29 (??/??/92)  178.682  (m)          586.23   (f) ADJ UNCH    2 0
 JZ0314
 JZ0314.Superseded values are not recommended for survey control.
 JZ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0314.See file dsdata.txt to determine how the superseded data were derived.
 JZ0314
 JZ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ332474(NAD 83)
 JZ0314_MARKER: DB = BENCH MARK DISK
 JZ0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0314_STAMPING: A 50 1935
 JZ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0314+STABILITY: SURFACE MOTION
 JZ0314
 JZ0314  HISTORY     - Date     Condition        Report By
 JZ0314  HISTORY     - 1935     MONUMENTED       CGS
 JZ0314  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0314
 JZ0314                          STATION DESCRIPTION
 JZ0314
 JZ0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JZ0314'0.2 MI SW FROM SYMMES.
 JZ0314'0.2 MILE SOUTHWEST ALONG THE MADEIRA-LOVELAND ROAD FROM THE
 JZ0314'TOWNSHIP HOUSE AT SYMMES, HAMILTON COUNTY, 11-1/4 YARDS SOUTH
 JZ0314'OF POLE L 2, 14 YARDS NORTHWEST OF THE CENTER OF A CONCRETE CATCH
 JZ0314'BASIN, 6 YARDS NORTHWEST OF THE CENTERLINE OF THE ROAD, AND ABOUT
 JZ0314'1-1/2-FEET ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED
 JZ0314'A 50 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JZ0314
 JZ0314                          STATION RECOVERY (1984)
 JZ0314
 JZ0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0314'NOT RECOVERED, LOVELAND - MADEIRA ROAD HAS BEEN FOUR-LANED AT THIS
 JZ0314'LOCATION FOR THE APPROACH RAMP TO INTERSTATE 275 WEST AND IT IS
 JZ0314'BELIEVED TO HAVE BEEN DESTROYED DURING HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1942 ***********************************************************************
 HY1942  DESIGNATION -  A 50 X
 HY1942  PID         -  HY1942
 HY1942  STATE/COUNTY-  OH/BROWN
 HY1942  USGS QUAD   -  MAYSVILLE WEST (1993)
 HY1942
 HY1942                         *CURRENT SURVEY CONTROL
 HY1942  ___________________________________________________________________
 HY1942* NAD 83(1986)-  38 42 43.     (N)    083 49 17.     (W)     SCALED    
 HY1942* NAVD 88     -       160.940  (meters)     528.02   (feet)  ADJUSTED  
 HY1942  ___________________________________________________________________
 HY1942  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY1942  DYNAMIC HT  -         160.837 (meters)     527.68  (feet)  COMP
 HY1942  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 HY1942
 HY1942  VERT ORDER  -  SECOND    CLASS 0
 HY1942
 HY1942.The horizontal coordinates were scaled from a topographic map and have
 HY1942.an estimated accuracy of +/- 6 seconds.
 HY1942
 HY1942.The orthometric height was determined by differential leveling
 HY1942.and adjusted by the National Geodetic Survey in June 1991..
 HY1942
 HY1942.The geoid height was determined by GEOID03.
 HY1942
 HY1942.The dynamic height is computed by dividing the NAVD 88
 HY1942.geopotential number by the normal gravity value computed on the
 HY1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1942.degrees latitude (g = 980.6199 gals.).
 HY1942
 HY1942.The modeled gravity was interpolated from observed gravity values.
 HY1942
 HY1942;                    North         East    Units  Estimated Accuracy
 HY1942;SPC OH S     -    79,880.      485,070.      MT  (+/- 180 meters Scaled)
 HY1942
 HY1942                          SUPERSEDED SURVEY CONTROL
 HY1942
 HY1942  NGVD 29 (??/??/92)  161.185  (m)          528.82   (f) ADJ UNCH    2 0
 HY1942
 HY1942.Superseded values are not recommended for survey control.
 HY1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1942.See file dsdata.txt to determine how the superseded data were derived.
 HY1942
 HY1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC546885(NAD 83)
 HY1942_MARKER: DD = SURVEY DISK
 HY1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1942_STAMPING: A 50 X 1935
 HY1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1942+STABILITY: SURFACE MOTION
 HY1942
 HY1942  HISTORY     - Date     Condition        Report By
 HY1942  HISTORY     - 1935     MONUMENTED       OHGS
 HY1942  HISTORY     - 1936     GOOD             NGS
 HY1942
 HY1942                          STATION DESCRIPTION
 HY1942
 HY1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 HY1942'2.8 MI SE FROM RIPLEY.
 HY1942'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF
 HY1942'U.S. HIGHWAY 62 AT RIPLEY, BROWN COUNTY, 106 YARDS WEST OF THE
 HY1942'NORTHWEST CORNER OF THE J. DONAL RIVER VIEW FARM BARN, 51 YARDS
 HY1942'SOUTHEAST OF THE NORTH HEADWALL OF A CONCRETE CULVERT, 35 FEET
 HY1942'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET ABOVE
 HY1942'THE LEVEL OF THE ROADWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 HY1942'A 50 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0175 ***********************************************************************
 MC0175  DESIGNATION -  A 60
 MC0175  PID         -  MC0175
 MC0175  STATE/COUNTY-  OH/ERIE
 MC0175  USGS QUAD   -  SANDUSKY (1969)
 MC0175
 MC0175                         *CURRENT SURVEY CONTROL
 MC0175  ___________________________________________________________________
 MC0175* NAD 83(1986)-  41 25 00.     (N)    082 42 04.     (W)     SCALED    
 MC0175* NAVD 88     -       185.515  (meters)     608.64   (feet)  ADJUSTED  
 MC0175  ___________________________________________________________________
 MC0175  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC0175  DYNAMIC HT  -         185.438 (meters)     608.39  (feet)  COMP
 MC0175  MODELED GRAV-     980,204.9   (mgal)                       NAVD 88
 MC0175
 MC0175  VERT ORDER  -  FIRST     CLASS II
 MC0175
 MC0175.The horizontal coordinates were scaled from a topographic map and have
 MC0175.an estimated accuracy of +/- 6 seconds.
 MC0175
 MC0175.The orthometric height was determined by differential leveling
 MC0175.and adjusted by the National Geodetic Survey in June 1991..
 MC0175
 MC0175.The geoid height was determined by GEOID03.
 MC0175
 MC0175.The dynamic height is computed by dividing the NAVD 88
 MC0175.geopotential number by the normal gravity value computed on the
 MC0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0175.degrees latitude (g = 980.6199 gals.).
 MC0175
 MC0175.The modeled gravity was interpolated from observed gravity values.
 MC0175
 MC0175;                    North         East    Units  Estimated Accuracy
 MC0175;SPC OH N     -   194,350.      583,190.      MT  (+/- 180 meters Scaled)
 MC0175
 MC0175                          SUPERSEDED SURVEY CONTROL
 MC0175
 MC0175  NGVD 29 (06/03/92)  185.735  (m)          609.37   (f) ADJUSTED    1 2
 MC0175
 MC0175.Superseded values are not recommended for survey control.
 MC0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0175.See file dsdata.txt to determine how the superseded data were derived.
 MC0175
 MC0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF578864(NAD 83)
 MC0175_MARKER: DB = BENCH MARK DISK
 MC0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0175_STAMPING: A 60 1934
 MC0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0175+STABILITY: SURFACE MOTION
 MC0175
 MC0175  HISTORY     - Date     Condition        Report By
 MC0175  HISTORY     - 1934     MONUMENTED       CGS
 MC0175  HISTORY     - 1970     GOOD             OHHD
 MC0175  HISTORY     - 1980     GOOD             NGS
 MC0175  HISTORY     - 1987     GOOD             OHDT
 MC0175
 MC0175                          STATION DESCRIPTION
 MC0175
 MC0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0175'2.6 MI S FROM SANDUSKY.
 MC0175'2.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MC0175'STATION AT SANDUSKY, ERIE COUNTY, 200 FEET NORTH OF THE CROSSING
 MC0175'OF A POWER LINE, 26 FEET SOUTH OF THE CENTERLINE OF MARSHALL
 MC0175'AVENUE, 15.5 FEET EAST OF THE EAST RAIL, AND ONE FOOT LOWER
 MC0175'THAN THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED A 60 1934
 MC0175'AND SET IN THE TOP OF A CONCRETE POST.
 MC0175
 MC0175                          STATION RECOVERY (1970)
 MC0175
 MC0175'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970
 MC0175'RECOVERED IN GOOD CONDITION.
 MC0175
 MC0175                          STATION RECOVERY (1980)
 MC0175
 MC0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0175'THE MARK IS 0.0  N FROM A WITNESS POST.
 MC0175
 MC0175                          STATION RECOVERY (1987)
 MC0175
 MC0175'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0470 ***********************************************************************
 JY0470  DESIGNATION -  A 617 RESET
 JY0470  PID         -  JY0470
 JY0470  STATE/COUNTY-  OH/ROSS
 JY0470  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY0470
 JY0470                         *CURRENT SURVEY CONTROL
 JY0470  ___________________________________________________________________
 JY0470* NAD 83(1986)-  39 18 29.     (N)    082 57 35.     (W)     SCALED    
 JY0470* NAVD 88     -       188.224  (meters)     617.53   (feet)  ADJUSTED  
 JY0470  ___________________________________________________________________
 JY0470  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JY0470  DYNAMIC HT  -         188.109 (meters)     617.15  (feet)  COMP
 JY0470  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 JY0470
 JY0470  VERT ORDER  -  FIRST     CLASS I
 JY0470
 JY0470.The horizontal coordinates were scaled from a topographic map and have
 JY0470.an estimated accuracy of +/- 6 seconds.
 JY0470
 JY0470.The orthometric height was determined by differential leveling
 JY0470.and adjusted by the National Geodetic Survey in June 1991..
 JY0470
 JY0470.The geoid height was determined by GEOID03.
 JY0470
 JY0470.The dynamic height is computed by dividing the NAVD 88
 JY0470.geopotential number by the normal gravity value computed on the
 JY0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0470.degrees latitude (g = 980.6199 gals.).
 JY0470
 JY0470.The modeled gravity was interpolated from observed gravity values.
 JY0470
 JY0470;                    North         East    Units  Estimated Accuracy
 JY0470;SPC OH S     -   145,310.      560,350.      MT  (+/- 180 meters Scaled)
 JY0470
 JY0470                          SUPERSEDED SURVEY CONTROL
 JY0470
 JY0470  NGVD 29 (??/??/92)  188.388  (m)          618.07   (f) ADJ UNCH    1 1
 JY0470
 JY0470.Superseded values are not recommended for survey control.
 JY0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0470.See file dsdata.txt to determine how the superseded data were derived.
 JY0470
 JY0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD310527(NAD 83)
 JY0470_MARKER: Z = SEE DESCRIPTION
 JY0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0470_SP_SET: BRIDGE PARAPET
 JY0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0470
 JY0470  HISTORY     - Date     Condition        Report By
 JY0470  HISTORY     - UNK      MONUMENTED       USGS
 JY0470  HISTORY     - 1967     GOOD             NGS
 JY0470
 JY0470                          STATION DESCRIPTION
 JY0470
 JY0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0470'2 MI S FROM CHILLICOTHE.
 JY0470'ABOUT 2.0 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0470'FROM THE BALTIMORE AND OHIO RAILROAD STATION AT CHILLICOTHE,
 JY0470'SET ON THE TOP AND 3 FEET EAST OF THE WEST END OF THE NORTHWEST
 JY0470'CONCRETE PARAPET OF THE BRIDGE OVER PAINT CREEK, 5.8 FEET SOUTHWEST
 JY0470'OF THE SOUTHWEST RAIL AND 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
 JY0470'NOTE-- ONLY THE SHANK REMAINS OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1293 ***********************************************************************
 KY1293  DESIGNATION -  A 62
 KY1293  PID         -  KY1293
 KY1293  STATE/COUNTY-  OH/STARK
 KY1293  USGS QUAD   -  ROBERTSVILLE (1994)
 KY1293
 KY1293                         *CURRENT SURVEY CONTROL
 KY1293  ___________________________________________________________________
 KY1293* NAD 83(1986)-  40 49 53.     (N)    081 09 48.     (W)     SCALED    
 KY1293* NAVD 88     -       366.229  (meters)    1201.54   (feet)  ADJUSTED  
 KY1293  ___________________________________________________________________
 KY1293  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KY1293  DYNAMIC HT  -         366.054 (meters)    1200.96  (feet)  COMP
 KY1293  MODELED GRAV-     980,135.3   (mgal)                       NAVD 88
 KY1293
 KY1293  VERT ORDER  -  SECOND    CLASS 0
 KY1293
 KY1293.The horizontal coordinates were scaled from a topographic map and have
 KY1293.an estimated accuracy of +/- 6 seconds.
 KY1293
 KY1293.The orthometric height was determined by differential leveling
 KY1293.and adjusted by the National Geodetic Survey in June 1991..
 KY1293
 KY1293.The geoid height was determined by GEOID03.
 KY1293
 KY1293.The dynamic height is computed by dividing the NAVD 88
 KY1293.geopotential number by the normal gravity value computed on the
 KY1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1293.degrees latitude (g = 980.6199 gals.).
 KY1293
 KY1293.The modeled gravity was interpolated from observed gravity values.
 KY1293
 KY1293;                    North         East    Units  Estimated Accuracy
 KY1293;SPC OH N     -   130,200.      712,740.      MT  (+/- 180 meters Scaled)
 KY1293
 KY1293                          SUPERSEDED SURVEY CONTROL
 KY1293
 KY1293  NGVD 29 (??/??/92)  366.394  (m)         1202.08   (f) ADJ UNCH    2 0
 KY1293
 KY1293.Superseded values are not recommended for survey control.
 KY1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1293.See file dsdata.txt to determine how the superseded data were derived.
 KY1293
 KY1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF862200(NAD 83)
 KY1293_MARKER: DB = BENCH MARK DISK
 KY1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1293_STAMPING: A 62 1934
 KY1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1293+STABILITY: SURFACE MOTION
 KY1293
 KY1293  HISTORY     - Date     Condition        Report By
 KY1293  HISTORY     - 1934     MONUMENTED       CGS
 KY1293  HISTORY     - 19910620 MARK NOT FOUND   OHDT
 KY1293
 KY1293                          STATION DESCRIPTION
 KY1293
 KY1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1293'AT FREEBURG.
 KY1293'AT FREEBURG, STARK COUNTY, ON THE ALLIANCE BRANCH OF THE NEW
 KY1293'YORK CENTRAL RAILROAD, ABOUT 25 YARDS NORTH OF THE NORTHWEST
 KY1293'CORNER OF THE STATION, AT A BRICK-HIGHWAY CROSSING, ABOUT 11
 KY1293'YARDS NORTHEAST OF THE INTERSECTION OF THE EAST RAIL AND THE
 KY1293'CENTERLINE OF THE HIGHWAY, ABOUT 4 YARDS EAST OF THE EAST RAIL
 KY1293'OF THE EAST TRACK, 5.7 FEET EAST OF A SWITCH STAND, 2.0 FEET
 KY1293'NORTH OF A CROSSING SIGN, AND ABOUT LEVEL WITH THE TOP OF THE
 KY1293'RAIL.  A STANDARD DISK, STAMPED A 62 1934 AND SET IN THE TOP OF
 KY1293'A CONCRETE POST.
 KY1293
 KY1293                          STATION RECOVERY (1991)
 KY1293
 KY1293'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 KY1293'------ REPORT BY ODOT --------1991--------- CONDITION - UNKNOWN -----
 KY1293'NOTE*ALL REFERENCE POINTS INCLUDING THE RAILROAD TRACKS HAVE BEEN
 KY1293'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1417 ***********************************************************************
 KY1417  DESIGNATION -  A 64
 KY1417  PID         -  KY1417
 KY1417  STATE/COUNTY-  OH/BELMONT
 KY1417  USGS QUAD   -  BETHESDA (1978)
 KY1417
 KY1417                         *CURRENT SURVEY CONTROL
 KY1417  ___________________________________________________________________
 KY1417* NAD 83(1986)-  40 07 26.     (N)    081 04 57.     (W)     SCALED    
 KY1417* NAVD 88     -       390.538  (meters)    1281.29   (feet)  ADJUSTED  
 KY1417  ___________________________________________________________________
 KY1417  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY1417  DYNAMIC HT  -         390.321 (meters)    1280.58  (feet)  COMP
 KY1417  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 KY1417
 KY1417  VERT ORDER  -  FIRST     CLASS II
 KY1417
 KY1417.The horizontal coordinates were scaled from a topographic map and have
 KY1417.an estimated accuracy of +/- 6 seconds.
 KY1417
 KY1417.The orthometric height was determined by differential leveling
 KY1417.and adjusted by the National Geodetic Survey in June 1991..
 KY1417
 KY1417.The geoid height was determined by GEOID03.
 KY1417
 KY1417.The dynamic height is computed by dividing the NAVD 88
 KY1417.geopotential number by the normal gravity value computed on the
 KY1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1417.degrees latitude (g = 980.6199 gals.).
 KY1417
 KY1417.The modeled gravity was interpolated from observed gravity values.
 KY1417
 KY1417;                    North         East    Units  Estimated Accuracy
 KY1417;SPC OH S     -   236,740.      720,820.      MT  (+/- 180 meters Scaled)
 KY1417
 KY1417                          SUPERSEDED SURVEY CONTROL
 KY1417
 KY1417  NGVD 29 (??/??/92)  390.717  (m)         1281.88   (f) ADJ UNCH    1 2
 KY1417
 KY1417.Superseded values are not recommended for survey control.
 KY1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1417.See file dsdata.txt to determine how the superseded data were derived.
 KY1417
 KY1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME929415(NAD 83)
 KY1417_MARKER: DB = BENCH MARK DISK
 KY1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1417_STAMPING: A 64 1934
 KY1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1417+STABILITY: SURFACE MOTION
 KY1417
 KY1417  HISTORY     - Date     Condition        Report By
 KY1417  HISTORY     - 1934     MONUMENTED       CGS
 KY1417  HISTORY     - 1943     GOOD             NGS
 KY1417
 KY1417                          STATION DESCRIPTION
 KY1417
 KY1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KY1417'2.8 MI S FROM FLUSHING.
 KY1417'2.8 MILES SOUTH ALONG STATE HIGHWAY 149 FROM THE BALTIMORE
 KY1417'AND OHIO RAILROAD STATION AT FLUSHING, BELMONT COUNTY, 2.0
 KY1417'MILES SOUTHWEST OF THE HIGH SCHOOL, 120 FEET SOUTHEAST OF THE
 KY1417'SOUTHEAST CORNER OF A TWO-STORY FRAMEHOUSE, AT A RIGHT-ANGLE
 KY1417'TURN IN THE HIGHWAY, AT THE INTERSECTION OF A GRAVEL ROAD
 KY1417'LEADING NORTH TO ROCK HILL, 80 FEET EAST OF THE CENTER OF THE
 KY1417'INTERSECTION, 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 KY1417'3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 KY1417'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 64 1934
 KY1417'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 KY1417'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0463 ***********************************************************************
 JY0463  DESIGNATION -  A 643.67
 JY0463  PID         -  JY0463
 JY0463  STATE/COUNTY-  OH/ROSS
 JY0463  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY0463
 JY0463                         *CURRENT SURVEY CONTROL
 JY0463  ___________________________________________________________________
 JY0463* NAD 83(1986)-  39 20 00.     (N)    082 58 56.     (W)     SCALED    
 JY0463* NAVD 88     -       195.895  (meters)     642.70   (feet)  ADJUSTED  
 JY0463  ___________________________________________________________________
 JY0463  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JY0463  DYNAMIC HT  -         195.776 (meters)     642.31  (feet)  COMP
 JY0463  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 JY0463
 JY0463  VERT ORDER  -  FIRST     CLASS I
 JY0463
 JY0463.The horizontal coordinates were scaled from a topographic map and have
 JY0463.an estimated accuracy of +/- 6 seconds.
 JY0463
 JY0463.The orthometric height was determined by differential leveling
 JY0463.and adjusted by the National Geodetic Survey in June 1991..
 JY0463
 JY0463.The geoid height was determined by GEOID03.
 JY0463
 JY0463.The dynamic height is computed by dividing the NAVD 88
 JY0463.geopotential number by the normal gravity value computed on the
 JY0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0463.degrees latitude (g = 980.6199 gals.).
 JY0463
 JY0463.The modeled gravity was interpolated from observed gravity values.
 JY0463
 JY0463;                    North         East    Units  Estimated Accuracy
 JY0463;SPC OH S     -   148,130.      558,430.      MT  (+/- 180 meters Scaled)
 JY0463
 JY0463                          SUPERSEDED SURVEY CONTROL
 JY0463
 JY0463  NGVD 29 (06/03/91)  196.064  (m)          643.25   (f) ADJUSTED    1 1
 JY0463
 JY0463.Superseded values are not recommended for survey control.
 JY0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0463.See file dsdata.txt to determine how the superseded data were derived.
 JY0463
 JY0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD291556(NAD 83)
 JY0463_MARKER: DD = SURVEY DISK
 JY0463_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JY0463_STAMPING: C 643.67
 JY0463_MARK LOGO: USGS  
 JY0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0463+STABILITY: SURFACE MOTION
 JY0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY0463+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 JY0463
 JY0463  HISTORY     - Date     Condition        Report By
 JY0463  HISTORY     - 1967     MONUMENTED       USGS
 JY0463  HISTORY     - 1967     GOOD             NGS
 JY0463  HISTORY     - 1984     GOOD             NGS
 JY0463  HISTORY     - 20050410 GOOD             GEOCAC
 JY0463
 JY0463                          STATION DESCRIPTION
 JY0463
 JY0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0463'AT CHILLICOTHE.
 JY0463'AT CHILLICOTHE, AT THE COUNTY COURTHOUSE, NEAR THE INTERSECTION
 JY0463'OF NORTH PAINT AND MAIN STREET, SET VERTICALLY IN THE EAST
 JY0463'FACE OF THE COURTHOUSE, 128 FEET NORTH OF THE NORTH CURB OF
 JY0463'MAIN STREET, 40 FEET WEST OF THE WEST CURB OF NORTH PAINT
 JY0463'STREET, 25 FEET SOUTHWEST OF BENCH MARK Q DESCRIBED, 4.6 FEET
 JY0463'NORTH OF THE NORTH EDGE OF THE MAIN ENTRANCE TO THE COURTHOUSE
 JY0463'AND 5 FEET ABOVE THE LEVEL OF THE PORCH.
 JY0463
 JY0463                          STATION RECOVERY (1984)
 JY0463
 JY0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY0463'RECOVERED IN GOOD CONDITION.
 JY0463
 JY0463                          STATION RECOVERY (2005)
 JY0463
 JY0463'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1454 ***********************************************************************
 JX1454  DESIGNATION -  A 65
 JX1454  PID         -  JX1454
 JX1454  STATE/COUNTY-  OH/GUERNSEY
 JX1454  USGS QUAD   -  BYESVILLE (1994)
 JX1454
 JX1454                         *CURRENT SURVEY CONTROL
 JX1454  ___________________________________________________________________
 JX1454* NAD 83(1986)-  39 54 12.     (N)    081 32 55.     (W)     SCALED    
 JX1454* NAVD 88     -       245.269  (meters)     804.69   (feet)  ADJUSTED  
 JX1454  ___________________________________________________________________
 JX1454  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JX1454  DYNAMIC HT  -         245.133 (meters)     804.24  (feet)  COMP
 JX1454  MODELED GRAV-     980,063.6   (mgal)                       NAVD 88
 JX1454
 JX1454  VERT ORDER  -  SECOND    CLASS 0
 JX1454
 JX1454.The horizontal coordinates were scaled from a topographic map and have
 JX1454.an estimated accuracy of +/- 6 seconds.
 JX1454
 JX1454.The orthometric height was determined by differential leveling
 JX1454.and adjusted by the National Geodetic Survey in June 1991..
 JX1454
 JX1454.The geoid height was determined by GEOID03.
 JX1454
 JX1454.The dynamic height is computed by dividing the NAVD 88
 JX1454.geopotential number by the normal gravity value computed on the
 JX1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1454.degrees latitude (g = 980.6199 gals.).
 JX1454
 JX1454.The modeled gravity was interpolated from observed gravity values.
 JX1454
 JX1454;                    North         East    Units  Estimated Accuracy
 JX1454;SPC OH S     -   211,730.      681,350.      MT  (+/- 180 meters Scaled)
 JX1454
 JX1454                          SUPERSEDED SURVEY CONTROL
 JX1454
 JX1454  NGVD 29 (??/??/92)  245.472  (m)          805.35   (f) ADJ UNCH    2 0
 JX1454
 JX1454.Superseded values are not recommended for survey control.
 JX1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1454.See file dsdata.txt to determine how the superseded data were derived.
 JX1454
 JX1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME531171(NAD 83)
 JX1454_MARKER: DB = BENCH MARK DISK
 JX1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1454_STAMPING: A 65 1934
 JX1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1454+STABILITY: SURFACE MOTION
 JX1454
 JX1454  HISTORY     - Date     Condition        Report By
 JX1454  HISTORY     - 1934     MONUMENTED       CGS
 JX1454
 JX1454                          STATION DESCRIPTION
 JX1454
 JX1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX1454'AT PLEASANT CITY.
 JX1454'AT PLEASANT CITY, GUERNSEY COUNTY, ON THE PENNSYLVANIA RAILROAD,
 JX1454'27 YARDS NORTH OF THE NORTHEAST CORNER OF THE STATION, 13 YARDS
 JX1454'NORTHWEST OF THE CROSSING OF STATE HIGHWAY 146, 4 YARDS EAST
 JX1454'OF THE SOUTHEAST CORNER OF A ONE-STORY FRAME STORE, 4 FEET
 JX1454'EAST OF A POLE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 JX1454'STAMPED A 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1434 ***********************************************************************
 JX1434  DESIGNATION -  A 65 X
 JX1434  PID         -  JX1434
 JX1434  STATE/COUNTY-  OH/MUSKINGUM
 JX1434  USGS QUAD   -  NORWICH (1994)
 JX1434
 JX1434                         *CURRENT SURVEY CONTROL
 JX1434  ___________________________________________________________________
 JX1434* NAD 83(1986)-  39 58 54.     (N)    081 49 41.     (W)     SCALED    
 JX1434* NAVD 88     -       233.236  (meters)     765.21   (feet)  ADJUSTED  
 JX1434  ___________________________________________________________________
 JX1434  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JX1434  DYNAMIC HT  -         233.108 (meters)     764.79  (feet)  COMP
 JX1434  MODELED GRAV-     980,072.5   (mgal)                       NAVD 88
 JX1434
 JX1434  VERT ORDER  -  FIRST     CLASS II
 JX1434
 JX1434.The horizontal coordinates were scaled from a topographic map and have
 JX1434.an estimated accuracy of +/- 6 seconds.
 JX1434
 JX1434.The orthometric height was determined by differential leveling
 JX1434.and adjusted by the National Geodetic Survey in June 1991..
 JX1434
 JX1434.The geoid height was determined by GEOID03.
 JX1434
 JX1434.The dynamic height is computed by dividing the NAVD 88
 JX1434.geopotential number by the normal gravity value computed on the
 JX1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1434.degrees latitude (g = 980.6199 gals.).
 JX1434
 JX1434.The modeled gravity was interpolated from observed gravity values.
 JX1434
 JX1434;                    North         East    Units  Estimated Accuracy
 JX1434;SPC OH S     -   220,210.      657,390.      MT  (+/- 180 meters Scaled)
 JX1434
 JX1434                          SUPERSEDED SURVEY CONTROL
 JX1434
 JX1434  NGVD 29 (??/??/92)  233.459  (m)          765.94   (f) ADJ UNCH    1 2
 JX1434
 JX1434.Superseded values are not recommended for survey control.
 JX1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1434.See file dsdata.txt to determine how the superseded data were derived.
 JX1434
 JX1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME292260(NAD 83)
 JX1434_MARKER: DB = BENCH MARK DISK
 JX1434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1434_SP_SET: CULVERT
 JX1434_STAMPING: A 65 X 1934
 JX1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1434
 JX1434  HISTORY     - Date     Condition        Report By
 JX1434  HISTORY     - 1934     MONUMENTED       CGS
 JX1434  HISTORY     - 1954     GOOD             NGS
 JX1434
 JX1434                          STATION DESCRIPTION
 JX1434
 JX1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JX1434'5.6 MI W FROM NEW CONCORD.
 JX1434'5.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1434'STATION AT NEW CONCORD, ABOUT 1.0 MILE WEST OF THE OVERPASS
 JX1434'OF U.S. HIGHWAY 40 OVER THE TRACKS, BETWEEN TELEPHONE POLES
 JX1434'66/08 AND 66/09, ABOUT 70 YARDS NORTHEAST OF A SWITCH STAND
 JX1434'WHICH IS AT NORTHEAST END OF A SIDING, IN THE TOP AND 4 FEET
 JX1434'SOUTHWEST OF THE NORTHEAST END OF SOUTHEAST HEAD WALL OF A
 JX1434'6-FOOT CONCRETE CULVERT UNDER TRACKS, 20 FEET SOUTHEAST OF
 JX1434'SOUTHEAST RAIL AND ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1388 ***********************************************************************
 JX1388  DESIGNATION -  A 67
 JX1388  PID         -  JX1388
 JX1388  STATE/COUNTY-  OH/MORGAN
 JX1388  USGS QUAD   -  MC CONNELSVILLE (1994)
 JX1388
 JX1388                         *CURRENT SURVEY CONTROL
 JX1388  ___________________________________________________________________
 JX1388* NAD 83(1986)-  39 38 54.     (N)    081 51 37.     (W)     SCALED    
 JX1388* NAVD 88     -       203.617  (meters)     668.03   (feet)  ADJUSTED  
 JX1388  ___________________________________________________________________
 JX1388  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JX1388  DYNAMIC HT  -         203.498 (meters)     667.64  (feet)  COMP
 JX1388  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 JX1388
 JX1388  VERT ORDER  -  FIRST     CLASS II
 JX1388
 JX1388.The horizontal coordinates were scaled from a topographic map and have
 JX1388.an estimated accuracy of +/- 6 seconds.
 JX1388
 JX1388.The orthometric height was determined by differential leveling
 JX1388.and adjusted by the National Geodetic Survey in June 1991..
 JX1388
 JX1388.The geoid height was determined by GEOID03.
 JX1388
 JX1388.The dynamic height is computed by dividing the NAVD 88
 JX1388.geopotential number by the normal gravity value computed on the
 JX1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1388.degrees latitude (g = 980.6199 gals.).
 JX1388
 JX1388.The modeled gravity was interpolated from observed gravity values.
 JX1388
 JX1388;                    North         East    Units  Estimated Accuracy
 JX1388;SPC OH S     -   183,180.      654,900.      MT  (+/- 180 meters Scaled)
 JX1388
 JX1388                          SUPERSEDED SURVEY CONTROL
 JX1388
 JX1388  NGVD 29 (??/??/92)  203.820  (m)          668.70   (f) ADJ UNCH    1 2
 JX1388
 JX1388.Superseded values are not recommended for survey control.
 JX1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1388.See file dsdata.txt to determine how the superseded data were derived.
 JX1388
 JX1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD261890(NAD 83)
 JX1388_MARKER: DB = BENCH MARK DISK
 JX1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1388_STAMPING: A 67 1934
 JX1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1388+STABILITY: SURFACE MOTION
 JX1388
 JX1388  HISTORY     - Date     Condition        Report By
 JX1388  HISTORY     - 1934     MONUMENTED       CGS
 JX1388  HISTORY     - 1959     GOOD             NGS
 JX1388  HISTORY     - 1972     GOOD             OHHD
 JX1388
 JX1388                          STATION DESCRIPTION
 JX1388
 JX1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX1388'AT MALTA.
 JX1388'AT MALTA, ALONG THE BALTIMORE AND OHIO RAILROAD, BETWEEN MILEPOLES
 JX1388'24+19 AND 24+20, NEAR SECTIONS 10 AND 11, T-10-N R-12-W, 60 1/2
 JX1388'FEET SOUTHWEST OF THE SOUTH CORNER OF RED PAINTED TWO-STORY RAILROAD
 JX1388'STATION BUILDING, 8.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 JX1388'MAIN TRACK, 8.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE
 JX1388'TRACK, 169 FEET NORTHWEST OF THE NORTHWEST CURB OF THIRD STREET,
 JX1388'193 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF THIRD
 JX1388'STREET AND THE B. AND O. RR. TRACK, ABOUT LEVEL WITH THE TRACK,
 JX1388'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 JX1388'THE GROUND.  NOTE-- 8.6 FEET FROM WEST RAIL IN NW DIRECTION.
 JX1388'40.7 FEET FROM SW CORNER OF STATION.  31.6 FEET FROM NW CORNER
 JX1388'OF STATION.
 JX1388
 JX1388                          STATION RECOVERY (1972)
 JX1388
 JX1388'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1972
 JX1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0687 ***********************************************************************
 JY0687  DESIGNATION -  A 68
 JY0687  PID         -  JY0687
 JY0687  STATE/COUNTY-  OH/FAIRFIELD
 JY0687  USGS QUAD   -  BALTIMORE (1987)
 JY0687
 JY0687                         *CURRENT SURVEY CONTROL
 JY0687  ___________________________________________________________________
 JY0687* NAD 83(1986)-  39 50 31.     (N)    082 32 44.     (W)     SCALED    
 JY0687* NAVD 88     -       268.992  (meters)     882.52   (feet)  ADJUSTED  
 JY0687  ___________________________________________________________________
 JY0687  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JY0687  DYNAMIC HT  -         268.836 (meters)     882.01  (feet)  COMP
 JY0687  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 JY0687
 JY0687  VERT ORDER  -  FIRST     CLASS II
 JY0687
 JY0687.The horizontal coordinates were scaled from a topographic map and have
 JY0687.an estimated accuracy of +/- 6 seconds.
 JY0687
 JY0687.The orthometric height was determined by differential leveling
 JY0687.and adjusted by the National Geodetic Survey in June 1991..
 JY0687.WARNING-Repeat measurements at this control monument indicate possible
 JY0687.vertical movement.
 JY0687
 JY0687.The geoid height was determined by GEOID03.
 JY0687
 JY0687.The dynamic height is computed by dividing the NAVD 88
 JY0687.geopotential number by the normal gravity value computed on the
 JY0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0687.degrees latitude (g = 980.6199 gals.).
 JY0687
 JY0687.The modeled gravity was interpolated from observed gravity values.
 JY0687
 JY0687;                    North         East    Units  Estimated Accuracy
 JY0687;SPC OH S     -   204,490.      596,100.      MT  (+/- 180 meters Scaled)
 JY0687
 JY0687                          SUPERSEDED SURVEY CONTROL
 JY0687
 JY0687  NGVD 29 (??/??/92)  269.193  (m)          883.18   (f) ADJ UNCH    1 2
 JY0687
 JY0687.Superseded values are not recommended for survey control.
 JY0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0687.See file dsdata.txt to determine how the superseded data were derived.
 JY0687
 JY0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE677113(NAD 83)
 JY0687_MARKER: DB = BENCH MARK DISK
 JY0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0687_STAMPING: A 68 1934
 JY0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0687+STABILITY: SURFACE MOTION
 JY0687
 JY0687  HISTORY     - Date     Condition        Report By
 JY0687  HISTORY     - 1934     MONUMENTED       CGS
 JY0687  HISTORY     - 1954     GOOD             NGS
 JY0687
 JY0687                          STATION DESCRIPTION
 JY0687
 JY0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0687'AT THURSTON.
 JY0687'AT THURSTON, ALONG THE NEW YORK CENTRAL TRACK ON THE SOUTHWEST
 JY0687'SIDE OF RAILROAD TRIANGLE, ABOUT 0.25 MILE NORTHEAST OF CROSSING
 JY0687'OF STATE HIGHWAY 256 ABOUT 0.25 MILE SOUTH-SOUTHWEST OF ELEVATOR
 JY0687'BUILDING, AT A STREET CROSSING WHICH LEADS INTO THE RAILROAD TRIANGLE,
 JY0687'BETWEEN TELEPHONE POLES NO. 160/35 AND 160/36, 11 1/2 FEET SOUTHWEST
 JY0687'OF SOUTHWEST RAIL OF SIDING, 24 1/2 FEET SOUTHWEST OF SOUTHWEST
 JY0687'RAIL OF MAIN TRACK, 52 1/2 FEET SOUTH OF CENTER OF CROSSING OF
 JY0687'STREET AND MAIN TRACK, 13 1/2 FEET NORTH OF NORTH CORNER OF A TAR
 JY0687'PAPER COVERED WAREHOUSE, 16 1/2 FEET SOUTHEAST OF CROSSING SIGN,
 JY0687'52 1/2 FEET SOUTHEAST OF POLE NO. 160/35 MARKED U.S., 1 1/2 FEET
 JY0687'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK
 JY0687'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0214 ***********************************************************************
 JY0214  DESIGNATION -  A 69
 JY0214  PID         -  JY0214
 JY0214  STATE/COUNTY-  OH/VINTON
 JY0214  USGS QUAD   -  ZALESKI (1995)
 JY0214
 JY0214                         *CURRENT SURVEY CONTROL
 JY0214  ___________________________________________________________________
 JY0214* NAD 83(1986)-  39 21 14.     (N)    082 26 47.     (W)     SCALED    
 JY0214* NAVD 88     -       232.794  (meters)     763.76   (feet)  ADJUSTED  
 JY0214  ___________________________________________________________________
 JY0214  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JY0214  DYNAMIC HT  -         232.652 (meters)     763.29  (feet)  COMP
 JY0214  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 JY0214
 JY0214  VERT ORDER  -  SECOND    CLASS 0
 JY0214
 JY0214.The horizontal coordinates were scaled from a topographic map and have
 JY0214.an estimated accuracy of +/- 6 seconds.
 JY0214
 JY0214.The orthometric height was determined by differential leveling
 JY0214.and adjusted by the National Geodetic Survey in June 1991..
 JY0214
 JY0214.The geoid height was determined by GEOID03.
 JY0214
 JY0214.The dynamic height is computed by dividing the NAVD 88
 JY0214.geopotential number by the normal gravity value computed on the
 JY0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0214.degrees latitude (g = 980.6199 gals.).
 JY0214
 JY0214.The modeled gravity was interpolated from observed gravity values.
 JY0214
 JY0214;                    North         East    Units  Estimated Accuracy
 JY0214;SPC OH S     -   150,300.      604,620.      MT  (+/- 180 meters Scaled)
 JY0214
 JY0214                          SUPERSEDED SURVEY CONTROL
 JY0214
 JY0214  NGVD 29 (??/??/92)  232.945  (m)          764.25   (f) ADJ UNCH    2 0
 JY0214
 JY0214.Superseded values are not recommended for survey control.
 JY0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0214.See file dsdata.txt to determine how the superseded data were derived.
 JY0214
 JY0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD753570(NAD 83)
 JY0214_MARKER: DB = BENCH MARK DISK
 JY0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0214_STAMPING: A 69 1934
 JY0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0214+STABILITY: SURFACE MOTION
 JY0214
 JY0214  HISTORY     - Date     Condition        Report By
 JY0214  HISTORY     - 1934     MONUMENTED       CGS
 JY0214
 JY0214                          STATION DESCRIPTION
 JY0214
 JY0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0214'2.5 MI S FROM ORLAND.
 JY0214'2.5 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 JY0214'STATION AT ORLAND, VINTON COUNTY, ABOUT 270 YARDS NORTH OF
 JY0214'BRIDGE 67.8, ABOUT 365 FEET NORTH OF THE CENTER OF A DIRT-ROAD
 JY0214'CROSSING, 33 FEET EAST OF A GRAVEL ROAD, 21 FEET WEST OF THE
 JY0214'WEST RAIL, 15 FEET WEST OF A WHISTLE POST, AND ABOUT 4 FEET
 JY0214'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 69 1934 AND
 JY0214'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1179 ***********************************************************************
 JX1179  DESIGNATION -  A 70
 JX1179  PID         -  JX1179
 JX1179  STATE/COUNTY-  OH/ATHENS
 JX1179  USGS QUAD   -  STEWART (1994)
 JX1179
 JX1179                         *CURRENT SURVEY CONTROL
 JX1179  ___________________________________________________________________
 JX1179* NAD 83(1986)-  39 19 31.     (N)    081 59 44.     (W)     SCALED    
 JX1179* NAVD 88     -       206.371  (meters)     677.07   (feet)  ADJUSTED  
 JX1179  ___________________________________________________________________
 JX1179  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1179  DYNAMIC HT  -         206.245 (meters)     676.66  (feet)  COMP
 JX1179  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 JX1179
 JX1179  VERT ORDER  -  FIRST     CLASS II
 JX1179
 JX1179.The horizontal coordinates were scaled from a topographic map and have
 JX1179.an estimated accuracy of +/- 6 seconds.
 JX1179
 JX1179.The orthometric height was determined by differential leveling
 JX1179.and adjusted by the National Geodetic Survey in June 1991..
 JX1179.WARNING-Repeat measurements at this control monument indicate possible
 JX1179.vertical movement.
 JX1179
 JX1179.The geoid height was determined by GEOID03.
 JX1179
 JX1179.The dynamic height is computed by dividing the NAVD 88
 JX1179.geopotential number by the normal gravity value computed on the
 JX1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1179.degrees latitude (g = 980.6199 gals.).
 JX1179
 JX1179.The modeled gravity was interpolated from observed gravity values.
 JX1179
 JX1179;                    North         East    Units  Estimated Accuracy
 JX1179;SPC OH S     -   147,250.      643,490.      MT  (+/- 180 meters Scaled)
 JX1179
 JX1179                          SUPERSEDED SURVEY CONTROL
 JX1179
 JX1179  NGVD 29 (??/??/92)  206.548  (m)          677.65   (f) ADJ UNCH    1 2
 JX1179
 JX1179.Superseded values are not recommended for survey control.
 JX1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1179.See file dsdata.txt to determine how the superseded data were derived.
 JX1179
 JX1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD141533(NAD 83)
 JX1179_MARKER: DB = BENCH MARK DISK
 JX1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1179_STAMPING: A 70 1943
 JX1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1179+STABILITY: SURFACE MOTION
 JX1179
 JX1179  HISTORY     - Date     Condition        Report By
 JX1179  HISTORY     - 1934     MONUMENTED       CGS
 JX1179  HISTORY     - 1943     GOOD             NGS
 JX1179
 JX1179                          STATION DESCRIPTION
 JX1179
 JX1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1179'6.2 MI E FROM ATHENS.
 JX1179'6.2 MILES EAST ALONG U.S. HIGHWAY 50 FROM ATHENS, ATHENS COUNTY,
 JX1179'THENCE 0.3 MILE ALONG STATE HIGHWAY 690, AT CANAANVILLE, 38 YARDS
 JX1179'EAST OF THE SOUTHEAST CORNER OF A SOHIO SERVICE STATION, 25
 JX1179'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET
 JX1179'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HARRY BARNES HOUSE, 8
 JX1179'FEET NORTH OF AN EAST-AND-WEST FENCE, 2 FEET WEST OF A WHITE
 JX1179'WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 JX1179'DISK, STAMPED A 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0362 ***********************************************************************
 HY0362  DESIGNATION -  A 71
 HY0362  PID         -  HY0362
 HY0362  STATE/COUNTY-  OH/GALLIA
 HY0362  USGS QUAD   -  VINTON (1975)
 HY0362
 HY0362                         *CURRENT SURVEY CONTROL
 HY0362  ___________________________________________________________________
 HY0362* NAD 83(1986)-  38 56 50.     (N)    082 19 34.     (W)     SCALED    
 HY0362* NAVD 88     -       222.857  (meters)     731.16   (feet)  ADJUSTED  
 HY0362  ___________________________________________________________________
 HY0362  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HY0362  DYNAMIC HT  -         222.716 (meters)     730.69  (feet)  COMP
 HY0362  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 HY0362
 HY0362  VERT ORDER  -  SECOND    CLASS 0
 HY0362
 HY0362.The horizontal coordinates were scaled from a topographic map and have
 HY0362.an estimated accuracy of +/- 6 seconds.
 HY0362
 HY0362.The orthometric height was determined by differential leveling
 HY0362.and adjusted by the National Geodetic Survey in June 1991..
 HY0362
 HY0362.The geoid height was determined by GEOID03.
 HY0362
 HY0362.The dynamic height is computed by dividing the NAVD 88
 HY0362.geopotential number by the normal gravity value computed on the
 HY0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0362.degrees latitude (g = 980.6199 gals.).
 HY0362
 HY0362.The modeled gravity was interpolated from observed gravity values.
 HY0362
 HY0362;                    North         East    Units  Estimated Accuracy
 HY0362;SPC OH S     -   105,170.      615,070.      MT  (+/- 180 meters Scaled)
 HY0362
 HY0362                          SUPERSEDED SURVEY CONTROL
 HY0362
 HY0362  NGVD 29 (??/??/92)  223.06   (m)          731.8    (f) COMPUTED    2 0
 HY0362
 HY0362.Superseded values are not recommended for survey control.
 HY0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0362.See file dsdata.txt to determine how the superseded data were derived.
 HY0362
 HY0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD850117(NAD 83)
 HY0362_MARKER: DB = BENCH MARK DISK
 HY0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0362_STAMPING: A 71 1934
 HY0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0362+STABILITY: SURFACE MOTION
 HY0362
 HY0362  HISTORY     - Date     Condition        Report By
 HY0362  HISTORY     - 1934     MONUMENTED       CGS
 HY0362  HISTORY     - 1958     GOOD             NGS
 HY0362  HISTORY     - 1976     GOOD             NGS
 HY0362
 HY0362                          STATION DESCRIPTION
 HY0362
 HY0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0362'2.2 MI SE FROM VINTON.
 HY0362'ABOUT 2.25 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0362'FROM THE STATION AT VINTON, IN SECTION 31, R 15W, T 7N, ABOUT
 HY0362'0.45 MILE SOUTH-SOUTHEAST OF MILE POST 102, AT GLENN, 45 FEET
 HY0362'WEST-SOUTHWEST OF WEST-SOUTHWEST RAIL, 59 FEET WEST OF THE
 HY0362'CENTER OF CROSSING OF EAST-WEST GRAVEL ROAD, 2 1/2 FEET
 HY0362'EAST-NORTHEAST OF A WIRE FENCE, 7 FEET NORTH OF SOUTH END OF WIRE
 HY0362'FENCE, 71 FEET EAST-NORTHEAST OF POWER POLE NUMBER 3, 28 FEET
 HY0362'NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 106 FEET WEST OF THE
 HY0362'SOUTHWEST CONCRETE PORCH CORNER OF A TWO STORY STORE BUILDING,
 HY0362'1 FOOT NORTH OF A CONCRETE WITNESS POST, SET IN THE TOP OF A
 HY0362'CONCRETE POST PROJECTING 6 INCHES.
 HY0362
 HY0362                          STATION RECOVERY (1976)
 HY0362
 HY0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1126 ***********************************************************************
 HY1126  DESIGNATION -  A 72
 HY1126  PID         -  HY1126
 HY1126  STATE/COUNTY-  OH/LAWRENCE
 HY1126  USGS QUAD   -  SOUTH WEBSTER (1975)
 HY1126
 HY1126                         *CURRENT SURVEY CONTROL
 HY1126  ___________________________________________________________________
 HY1126* NAD 83(1986)-  38 50 21.     (N)    082 38 44.     (W)     SCALED    
 HY1126* NAVD 88     -       204.630  (meters)     671.36   (feet)  ADJUSTED  
 HY1126  ___________________________________________________________________
 HY1126  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 HY1126  DYNAMIC HT  -         204.499 (meters)     670.93  (feet)  COMP
 HY1126  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 HY1126
 HY1126  VERT ORDER  -  SECOND    CLASS 0
 HY1126
 HY1126.The horizontal coordinates were scaled from a topographic map and have
 HY1126.an estimated accuracy of +/- 6 seconds.
 HY1126
 HY1126.The orthometric height was determined by differential leveling
 HY1126.and adjusted by the National Geodetic Survey in June 1991..
 HY1126.WARNING-Repeat measurements at this control monument indicate possible
 HY1126.vertical movement.
 HY1126
 HY1126.The geoid height was determined by GEOID03.
 HY1126
 HY1126.The dynamic height is computed by dividing the NAVD 88
 HY1126.geopotential number by the normal gravity value computed on the
 HY1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1126.degrees latitude (g = 980.6199 gals.).
 HY1126
 HY1126.The modeled gravity was interpolated from observed gravity values.
 HY1126
 HY1126;                    North         East    Units  Estimated Accuracy
 HY1126;SPC OH S     -    93,170.      587,360.      MT  (+/- 180 meters Scaled)
 HY1126
 HY1126                          SUPERSEDED SURVEY CONTROL
 HY1126
 HY1126  NGVD 29 (??/??/92)  204.807  (m)          671.94   (f) ADJ UNCH    2 0
 HY1126
 HY1126.Superseded values are not recommended for survey control.
 HY1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1126.See file dsdata.txt to determine how the superseded data were derived.
 HY1126
 HY1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD571002(NAD 83)
 HY1126_MARKER: DB = BENCH MARK DISK
 HY1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1126_STAMPING: A 72 1934 671.938
 HY1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1126+STABILITY: SURFACE MOTION
 HY1126
 HY1126  HISTORY     - Date     Condition        Report By
 HY1126  HISTORY     - 1934     MONUMENTED       CGS
 HY1126  HISTORY     - 1958     GOOD             NGS
 HY1126
 HY1126                          STATION DESCRIPTION
 HY1126
 HY1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1126'6 MI E FROM SOUTH WEBSTER.
 HY1126'ABOUT 5.95 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1126'FROM THE STATION AT SOUTH WEBSTER, IN SECTION 4, T 4N, R 18W,
 HY1126'AT FIRE BRICK, AT THE CROSSING OF STATE HIGHWAY 140, NEAR
 HY1126'MILEAGE POLE 31-22, IN  FORK BETWEEN THE MAIN TRACK AND A
 HY1126'SPUR TRACK TO THE SOUTHEAST, 29 1/2 FEET SOUTHEAST OF SOUTHEAST
 HY1126'RAIL OF THE MAIN TRACK, 6 1/2 FEET NORTH OF NORTH RAIL OF THE
 HY1126'SPUR TRACK, 59 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HY1126'CROSSING OF HIGHWAY 140 AND THE MAIN TRACK, 7 1/2 FEET
 HY1126'WEST-SOUTHWEST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE MAIN
 HY1126'TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1430 ***********************************************************************
 HY1430  DESIGNATION -  A 73
 HY1430  PID         -  HY1430
 HY1430  STATE/COUNTY-  OH/SCIOTO
 HY1430  USGS QUAD   -  RARDEN (1984)
 HY1430
 HY1430                         *CURRENT SURVEY CONTROL
 HY1430  ___________________________________________________________________
 HY1430* NAD 83(1986)-  38 54 03.     (N)    083 12 31.     (W)     SCALED    
 HY1430* NAVD 88     -       183.926  (meters)     603.43   (feet)  ADJUSTED  
 HY1430  ___________________________________________________________________
 HY1430  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY1430  DYNAMIC HT  -         183.812 (meters)     603.06  (feet)  COMP
 HY1430  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 HY1430
 HY1430  VERT ORDER  -  SECOND    CLASS 0
 HY1430
 HY1430.The horizontal coordinates were scaled from a topographic map and have
 HY1430.an estimated accuracy of +/- 6 seconds.
 HY1430
 HY1430.The orthometric height was determined by differential leveling
 HY1430.and adjusted by the National Geodetic Survey in June 1991..
 HY1430
 HY1430.The geoid height was determined by GEOID03.
 HY1430
 HY1430.The dynamic height is computed by dividing the NAVD 88
 HY1430.geopotential number by the normal gravity value computed on the
 HY1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1430.degrees latitude (g = 980.6199 gals.).
 HY1430
 HY1430.The modeled gravity was interpolated from observed gravity values.
 HY1430
 HY1430;                    North         East    Units  Estimated Accuracy
 HY1430;SPC OH S     -   100,250.      538,530.      MT  (+/- 180 meters Scaled)
 HY1430
 HY1430                          SUPERSEDED SURVEY CONTROL
 HY1430
 HY1430  NGVD 29 (??/??/92)  184.123  (m)          604.08   (f) ADJ UNCH    2 0
 HY1430
 HY1430.Superseded values are not recommended for survey control.
 HY1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1430.See file dsdata.txt to determine how the superseded data were derived.
 HY1430
 HY1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD084080(NAD 83)
 HY1430_MARKER: DB = BENCH MARK DISK
 HY1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1430_STAMPING: A 73 1934
 HY1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1430+STABILITY: SURFACE MOTION
 HY1430
 HY1430  HISTORY     - Date     Condition        Report By
 HY1430  HISTORY     - 1934     MONUMENTED       CGS
 HY1430
 HY1430                          STATION DESCRIPTION
 HY1430
 HY1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HY1430'NEAR YOUNG.
 HY1430'ABOUT 150 YARDS WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HY1430'THE STATION AT YOUNG, SCIOTO COUNTY, 0.4 MILE WEST OF MILEPOST
 HY1430'C 85, 17 YARDS SOUTH OF THE CENTERLINE OF STATE HIGHWAY 73, 27
 HY1430'FEET NORTH OF THE NORTH RAIL, 15 FEET EAST OF A POLE, AND LEVEL
 HY1430'WITH THE TRACK.  A STANDARD DISK, STAMPED A 73 1934 AND SET IN
 HY1430'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0496 ***********************************************************************
 JZ0496  DESIGNATION -  A 74
 JZ0496  PID         -  JZ0496
 JZ0496  STATE/COUNTY-  OH/CLERMONT
 JZ0496  USGS QUAD   -  WILLIAMSBURG (1986)
 JZ0496
 JZ0496                         *CURRENT SURVEY CONTROL
 JZ0496  ___________________________________________________________________
 JZ0496* NAD 83(1986)-  39 03 43.     (N)    084 06 02.     (W)     SCALED    
 JZ0496* NAVD 88     -       271.252  (meters)     889.93   (feet)  ADJUSTED  
 JZ0496  ___________________________________________________________________
 JZ0496  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JZ0496  DYNAMIC HT  -         271.078 (meters)     889.36  (feet)  COMP
 JZ0496  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 JZ0496
 JZ0496  VERT ORDER  -  SECOND    CLASS 0
 JZ0496
 JZ0496.The horizontal coordinates were scaled from a topographic map and have
 JZ0496.an estimated accuracy of +/- 6 seconds.
 JZ0496
 JZ0496.The orthometric height was determined by differential leveling
 JZ0496.and adjusted by the National Geodetic Survey in June 1991..
 JZ0496
 JZ0496.The geoid height was determined by GEOID03.
 JZ0496
 JZ0496.The dynamic height is computed by dividing the NAVD 88
 JZ0496.geopotential number by the normal gravity value computed on the
 JZ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0496.degrees latitude (g = 980.6199 gals.).
 JZ0496
 JZ0496.The modeled gravity was interpolated from observed gravity values.
 JZ0496
 JZ0496;                    North         East    Units  Estimated Accuracy
 JZ0496;SPC OH S     -   119,120.      461,490.      MT  (+/- 180 meters Scaled)
 JZ0496
 JZ0496                          SUPERSEDED SURVEY CONTROL
 JZ0496
 JZ0496  NGVD 29 (??/??/92)  271.434  (m)          890.53   (f) ADJ UNCH    2 0
 JZ0496
 JZ0496.Superseded values are not recommended for survey control.
 JZ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0496.See file dsdata.txt to determine how the superseded data were derived.
 JZ0496
 JZ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ508276(NAD 83)
 JZ0496_MARKER: DB = BENCH MARK DISK
 JZ0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0496_STAMPING: A 74 1934
 JZ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0496+STABILITY: SURFACE MOTION
 JZ0496
 JZ0496  HISTORY     - Date     Condition        Report By
 JZ0496  HISTORY     - 1934     MONUMENTED       CGS
 JZ0496
 JZ0496                          STATION DESCRIPTION
 JZ0496
 JZ0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ0496'2.7 MI W FROM WILLIAMSBURG.
 JZ0496'2.7 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JZ0496'STATION AT WILLIAMSBURG, CLERMONT COUNTY, 30 YARDS WEST OF THE
 JZ0496'SEMAPHORE SIGNAL TOWER FACING THE AFTON STATION, AT THE SOUTHWEST
 JZ0496'CORNER OF A ROAD CROSSING, 13 YARDS SOUTH OF THE SOUTH RAIL,
 JZ0496'10 YARDS WEST OF THE CENTERLINE OF THE ROAD, 9 YARDS NORTH OF
 JZ0496'A LARGE 2-STORY YELLOW HOUSE.  A STANDARD DISK, STAMPED A 74
 JZ0496'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 JZ0496'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0992 ***********************************************************************
 JY0992  DESIGNATION -  A 75
 JY0992  PID         -  JY0992
 JY0992  STATE/COUNTY-  OH/HIGHLAND
 JY0992  USGS QUAD   -  SINKING SPRING (1988)
 JY0992
 JY0992                         *CURRENT SURVEY CONTROL
 JY0992  ___________________________________________________________________
 JY0992* NAD 83(1986)-  39 06 45.     (N)    083 22 36.     (W)     SCALED    
 JY0992* NAVD 88     -       246.604  (meters)     809.07   (feet)  ADJUSTED  
 JY0992  ___________________________________________________________________
 JY0992  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JY0992  DYNAMIC HT  -         246.456 (meters)     808.58  (feet)  COMP
 JY0992  MODELED GRAV-     980,021.3   (mgal)                       NAVD 88
 JY0992
 JY0992  VERT ORDER  -  SECOND    CLASS 0
 JY0992
 JY0992.The horizontal coordinates were scaled from a topographic map and have
 JY0992.an estimated accuracy of +/- 6 seconds.
 JY0992
 JY0992.The orthometric height was determined by differential leveling
 JY0992.and adjusted by the National Geodetic Survey in June 1991..
 JY0992
 JY0992.The geoid height was determined by GEOID03.
 JY0992
 JY0992.The dynamic height is computed by dividing the NAVD 88
 JY0992.geopotential number by the normal gravity value computed on the
 JY0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0992.degrees latitude (g = 980.6199 gals.).
 JY0992
 JY0992.The modeled gravity was interpolated from observed gravity values.
 JY0992
 JY0992;                    North         East    Units  Estimated Accuracy
 JY0992;SPC OH S     -   123,870.      524,180.      MT  (+/- 180 meters Scaled)
 JY0992
 JY0992                          SUPERSEDED SURVEY CONTROL
 JY0992
 JY0992  NGVD 29 (??/??/92)  246.793  (m)          809.69   (f) ADJ UNCH    2 0
 JY0992
 JY0992.Superseded values are not recommended for survey control.
 JY0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0992.See file dsdata.txt to determine how the superseded data were derived.
 JY0992
 JY0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD945319(NAD 83)
 JY0992_MARKER: DB = BENCH MARK DISK
 JY0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0992_STAMPING: A 75 1934
 JY0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0992+STABILITY: SURFACE MOTION
 JY0992
 JY0992  HISTORY     - Date     Condition        Report By
 JY0992  HISTORY     - 1934     MONUMENTED       CGS
 JY0992  HISTORY     - 1961     MARK NOT FOUND   USGS
 JY0992
 JY0992                          STATION DESCRIPTION
 JY0992
 JY0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0992'3.2 MI N FROM SINKING SPRING.
 JY0992'3.2 MILES NORTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT
 JY0992'SINKING SPRING, HIGHLAND COUNTY, 225 YARDS SOUTHEAST OF THE
 JY0992'CENTERLINE OF A ROAD LEADING TO THE BUTLER SPRINGS HOTEL, 98 YARDS
 JY0992'NORTHWEST OF THE CENTERLINE OF A WOODEN BRIDGE, 11 YARDS SOUTHWEST
 JY0992'OF THE CENTERLINE OF THE HIGHWAY, ABOUT ONE YARD NORTHWEST OF THE
 JY0992'CENTER OF A SPLIT-RAIL FENCE, AND ABOUT ONE FOOT LOWER THAN THE
 JY0992'ROAD.  A STANDARD DISK, STAMPED A 75 1934 AND SET IN THE TOP
 JY0992'OF A CONCRETE POST.
 JY0992
 JY0992                          STATION RECOVERY (1961)
 JY0992
 JY0992'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JY0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0126 ***********************************************************************
 JY0126  DESIGNATION -  A 76 RESET 1962
 JY0126  PID         -  JY0126
 JY0126  STATE/COUNTY-  OH/ATHENS
 JY0126  USGS QUAD   -  ATHENS (1995)
 JY0126
 JY0126                         *CURRENT SURVEY CONTROL
 JY0126  ___________________________________________________________________
 JY0126* NAD 83(1986)-  39 20 02.     (N)    082 02 31.     (W)     SCALED    
 JY0126* NAVD 88     -       194.81   (+/-2cm)     639.1    (feet)  VERTCON   
 JY0126  ___________________________________________________________________
 JY0126  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JY0126
 JY0126  VERT ORDER  -  THIRD (See Below)
 JY0126
 JY0126.The horizontal coordinates were scaled from a topographic map and have
 JY0126.an estimated accuracy of +/- 6 seconds.
 JY0126
 JY0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY0126.The vertical order pertains to the NGVD 29 superseded value.
 JY0126
 JY0126.The geoid height was determined by GEOID03.
 JY0126
 JY0126;                    North         East    Units  Estimated Accuracy
 JY0126;SPC OH S     -   148,180.      639,490.      MT  (+/- 180 meters Scaled)
 JY0126
 JY0126                          SUPERSEDED SURVEY CONTROL
 JY0126
 JY0126  NGVD 29 (10/13/05)  194.98   (m)          639.7    (f) RESET       3  
 JY0126
 JY0126.Superseded values are not recommended for survey control.
 JY0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0126.See file dsdata.txt to determine how the superseded data were derived.
 JY0126
 JY0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD102543(NAD 83)
 JY0126_MARKER: DB = BENCH MARK DISK
 JY0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0126_STAMPING: A 76 RESET 1962
 JY0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0126+STABILITY: SURFACE MOTION
 JY0126
 JY0126  HISTORY     - Date     Condition        Report By
 JY0126  HISTORY     - 1962     MONUMENTED       CGS
 JY0126  HISTORY     - 1976     GOOD             NGS
 JY0126  HISTORY     - 1988     GOOD             USPSQD
 JY0126
 JY0126                          STATION DESCRIPTION
 JY0126
 JY0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JY0126'4 MI E FROM ATHENS.
 JY0126'ABOUT 4.0 MILES E ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY0126'STATION AT ATHENS, AN ESTIMATED 200 YARDS E OF THE LOCAL SUMMIT
 JY0126'OF THE RAILROAD GRADES, 109 FEET E OF THE PROJECTED PLANE OF E WALL
 JY0126'OF LARGE ONE-STORY BRICK BUILDING OF OHIO FUEL GAS COMPANY, 77 FEET
 JY0126'W OF CENTER LINE OF PAVED DRIVEWAY, 90-1/2 FEET S OF CENTER LINE
 JY0126'OF NO. 50 U.S. HIGHWAY (ALTERNATE SOUTHERLY ROUTE), 47.6 FEET N
 JY0126'OF N RAIL OF THE RAILROAD, 0.8 FOOT HIGHER THAN TOP OF SAME, AND
 JY0126'FLUSH WITH THE GROUND SURFACE.
 JY0126
 JY0126                          STATION RECOVERY (1976)
 JY0126
 JY0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0126'RECOVERED IN GOOD CONDITION.
 JY0126
 JY0126                          STATION RECOVERY (1988)
 JY0126
 JY0126'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JY0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0444 ***********************************************************************
 JY0444  DESIGNATION -  A 77
 JY0444  PID         -  JY0444
 JY0444  STATE/COUNTY-  OH/ROSS
 JY0444  USGS QUAD   -  LONDONDERRY (1992)
 JY0444
 JY0444                         *CURRENT SURVEY CONTROL
 JY0444  ___________________________________________________________________
 JY0444* NAD 83(1986)-  39 15 11.     (N)    082 48 59.     (W)     SCALED    
 JY0444* NAVD 88     -       204.623  (meters)     671.33   (feet)  ADJUSTED  
 JY0444  ___________________________________________________________________
 JY0444  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JY0444  DYNAMIC HT  -         204.499 (meters)     670.93  (feet)  COMP
 JY0444  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JY0444
 JY0444  VERT ORDER  -  FIRST     CLASS II
 JY0444
 JY0444.The horizontal coordinates were scaled from a topographic map and have
 JY0444.an estimated accuracy of +/- 6 seconds.
 JY0444
 JY0444.The orthometric height was determined by differential leveling
 JY0444.and adjusted by the National Geodetic Survey in June 1991..
 JY0444
 JY0444.The geoid height was determined by GEOID03.
 JY0444
 JY0444.The dynamic height is computed by dividing the NAVD 88
 JY0444.geopotential number by the normal gravity value computed on the
 JY0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0444.degrees latitude (g = 980.6199 gals.).
 JY0444
 JY0444.The modeled gravity was interpolated from observed gravity values.
 JY0444
 JY0444;                    North         East    Units  Estimated Accuracy
 JY0444;SPC OH S     -   139,150.      572,690.      MT  (+/- 180 meters Scaled)
 JY0444
 JY0444                          SUPERSEDED SURVEY CONTROL
 JY0444
 JY0444  NGVD 29 (??/??/92)  204.80   (m)          671.9    (f) COMPUTED    1 2
 JY0444
 JY0444.Superseded values are not recommended for survey control.
 JY0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0444.See file dsdata.txt to determine how the superseded data were derived.
 JY0444
 JY0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD432464(NAD 83)
 JY0444_MARKER: DB = BENCH MARK DISK
 JY0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0444_STAMPING: A 77 1935
 JY0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0444+STABILITY: SURFACE MOTION
 JY0444
 JY0444  HISTORY     - Date     Condition        Report By
 JY0444  HISTORY     - 1935     MONUMENTED       CGS
 JY0444
 JY0444                          STATION DESCRIPTION
 JY0444
 JY0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JY0444'1.4 MI W FROM VIGO.
 JY0444'ON THE PARKERSBURG, ATHENS AND CINCINNATI DIVISION OF THE B
 JY0444'AND O RR.  ABOUT 50 YDS NW OF A ONE STORY HOUSE.  20 YDS NW
 JY0444'OF TELEPHONE POLE 108/20.  12 FT N OF N RAIL.  9 FT S OF CENTERLINE
 JY0444'OF A ROAD CROSSING.  LEVEL WITH BASE OF RAIL.  ON TOP OF CONCRETE
 JY0444'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0445 ***********************************************************************
 JY0445  DESIGNATION -  A 77 RESET
 JY0445  PID         -  JY0445
 JY0445  STATE/COUNTY-  OH/ROSS
 JY0445  USGS QUAD   -  LONDONDERRY (1992)
 JY0445
 JY0445                         *CURRENT SURVEY CONTROL
 JY0445  ___________________________________________________________________
 JY0445* NAD 83(1986)-  39 15 11.     (N)    082 48 59.     (W)     SCALED    
 JY0445* NAVD 88     -       204.640  (meters)     671.39   (feet)  ADJUSTED  
 JY0445  ___________________________________________________________________
 JY0445  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JY0445  DYNAMIC HT  -         204.516 (meters)     670.98  (feet)  COMP
 JY0445  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JY0445
 JY0445  VERT ORDER  -  FIRST     CLASS II
 JY0445
 JY0445.The horizontal coordinates were scaled from a topographic map and have
 JY0445.an estimated accuracy of +/- 6 seconds.
 JY0445
 JY0445.The orthometric height was determined by differential leveling
 JY0445.and adjusted by the National Geodetic Survey in June 1991..
 JY0445
 JY0445.The geoid height was determined by GEOID03.
 JY0445
 JY0445.The dynamic height is computed by dividing the NAVD 88
 JY0445.geopotential number by the normal gravity value computed on the
 JY0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0445.degrees latitude (g = 980.6199 gals.).
 JY0445
 JY0445.The modeled gravity was interpolated from observed gravity values.
 JY0445
 JY0445;                    North         East    Units  Estimated Accuracy
 JY0445;SPC OH S     -   139,150.      572,690.      MT  (+/- 180 meters Scaled)
 JY0445
 JY0445                          SUPERSEDED SURVEY CONTROL
 JY0445
 JY0445  NGVD 29 (??/??/92)  204.812  (m)          671.95   (f) ADJ UNCH    1 2
 JY0445
 JY0445.Superseded values are not recommended for survey control.
 JY0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0445.See file dsdata.txt to determine how the superseded data were derived.
 JY0445
 JY0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD432464(NAD 83)
 JY0445_MARKER: DB = BENCH MARK DISK
 JY0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0445_STAMPING: A 77 1935 RESET 1943
 JY0445_MARK LOGO: CGS   
 JY0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0445+STABILITY: SURFACE MOTION
 JY0445
 JY0445  HISTORY     - Date     Condition        Report By
 JY0445  HISTORY     - 1943     MONUMENTED       CGS
 JY0445
 JY0445                          STATION DESCRIPTION
 JY0445
 JY0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JY0445'1.4 MI NW FROM VIGO.
 JY0445'1.4 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY0445'THE STATION AT VIGO, ROSS COUNTY, 50 YARDS NORTH OF A FRAME
 JY0445'HOUSE, 60 FEET NORTHWEST OF POLE 108+20, AT A ROAD CROSSING,
 JY0445'9 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 14.5 FEET NORTHEAST
 JY0445'OF THE CENTERLINE OF THE NORTHEAST TRACK, AND ABOUT ONE FOOT
 JY0445'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1480 ***********************************************************************
 HY1480  DESIGNATION -  A 79
 HY1480  PID         -  HY1480
 HY1480  STATE/COUNTY-  OH/SCIOTO
 HY1480  USGS QUAD   -  FRIENDSHIP (1995)
 HY1480
 HY1480                         *CURRENT SURVEY CONTROL
 HY1480  ___________________________________________________________________
 HY1480* NAD 83(1986)-  38 42 42.     (N)    083 03 49.     (W)     SCALED    
 HY1480* NAVD 88     -       164.076  (meters)     538.31   (feet)  ADJUSTED  
 HY1480  ___________________________________________________________________
 HY1480  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 HY1480  DYNAMIC HT  -         163.973 (meters)     537.97  (feet)  COMP
 HY1480  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 HY1480
 HY1480  VERT ORDER  -  SECOND    CLASS 0
 HY1480
 HY1480.The horizontal coordinates were scaled from a topographic map and have
 HY1480.an estimated accuracy of +/- 6 seconds.
 HY1480
 HY1480.The orthometric height was determined by differential leveling
 HY1480.and adjusted by the National Geodetic Survey in June 1991..
 HY1480
 HY1480.The geoid height was determined by GEOID03.
 HY1480
 HY1480.The dynamic height is computed by dividing the NAVD 88
 HY1480.geopotential number by the normal gravity value computed on the
 HY1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1480.degrees latitude (g = 980.6199 gals.).
 HY1480
 HY1480.The modeled gravity was interpolated from observed gravity values.
 HY1480
 HY1480;                    North         East    Units  Estimated Accuracy
 HY1480;SPC OH S     -    79,160.      550,980.      MT  (+/- 180 meters Scaled)
 HY1480
 HY1480                          SUPERSEDED SURVEY CONTROL
 HY1480
 HY1480  NGVD 29 (??/??/92)  164.267  (m)          538.93   (f) ADJ UNCH    2 0
 HY1480
 HY1480.Superseded values are not recommended for survey control.
 HY1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1480.See file dsdata.txt to determine how the superseded data were derived.
 HY1480
 HY1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC205868(NAD 83)
 HY1480_MARKER: DB = BENCH MARK DISK
 HY1480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1480_SP_SET: BRIDGE
 HY1480_STAMPING: A 79 1935
 HY1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1480
 HY1480  HISTORY     - Date     Condition        Report By
 HY1480  HISTORY     - 1935     MONUMENTED       CGS
 HY1480  HISTORY     - 1948     GOOD             NGS
 HY1480
 HY1480                          STATION DESCRIPTION
 HY1480
 HY1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HY1480'2.2 MI E FROM FRIENDSHIP.
 HY1480'2.2 MILES EAST ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE AT
 HY1480'FRIENDSHIP, SCIOTO COUNTY, 1.0 MILE WEST OF THE SCIOTO CITY FARM,
 HY1480'50 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE DALTOW HOUSE,
 HY1480'23 YARDS WEST OF THE CENTER OF THE JUNCTION OF A PAVED ROAD,
 HY1480'IN THE TOP OF THE NORTHEAST CONCRETE WING WALL OF A BRIDGE,
 HY1480'AND LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED A 79
 HY1480'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0097 ***********************************************************************
 MD0097  DESIGNATION -  A 8
 MD0097  PID         -  MD0097
 MD0097  STATE/COUNTY-  OH/PUTNAM
 MD0097  USGS QUAD   -  MILLER CITY (1973)
 MD0097
 MD0097                         *CURRENT SURVEY CONTROL
 MD0097  ___________________________________________________________________
 MD0097* NAD 83(1986)-  41 06 05.     (N)    084 07 56.     (W)     SCALED    
 MD0097* NAVD 88     -       222.903  (meters)     731.31   (feet)  ADJUSTED  
 MD0097  ___________________________________________________________________
 MD0097  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 MD0097  DYNAMIC HT  -         222.800 (meters)     730.97  (feet)  COMP
 MD0097  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 MD0097
 MD0097  VERT ORDER  -  FIRST     CLASS I
 MD0097
 MD0097.The horizontal coordinates were scaled from a topographic map and have
 MD0097.an estimated accuracy of +/- 6 seconds.
 MD0097
 MD0097.The orthometric height was determined by differential leveling
 MD0097.and adjusted by the National Geodetic Survey in June 1991..
 MD0097
 MD0097.The geoid height was determined by GEOID03.
 MD0097
 MD0097.The dynamic height is computed by dividing the NAVD 88
 MD0097.geopotential number by the normal gravity value computed on the
 MD0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0097.degrees latitude (g = 980.6199 gals.).
 MD0097
 MD0097.The modeled gravity was interpolated from observed gravity values.
 MD0097
 MD0097;                    North         East    Units  Estimated Accuracy
 MD0097;SPC OH N     -   160,600.      462,900.      MT  (+/- 180 meters Scaled)
 MD0097
 MD0097                          SUPERSEDED SURVEY CONTROL
 MD0097
 MD0097  NGVD 29 (01/19/93)  223.088  (m)          731.91   (f) ADJUSTED    1 1
 MD0097
 MD0097.Superseded values are not recommended for survey control.
 MD0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0097.See file dsdata.txt to determine how the superseded data were derived.
 MD0097
 MD0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL408539(NAD 83)
 MD0097_MARKER: DB = BENCH MARK DISK
 MD0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0097_SP_SET: CONCRETE POST
 MD0097_STAMPING: A 8 1930 731.915
 MD0097_MARK LOGO: CGS   
 MD0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0097+STABILITY: SURFACE MOTION
 MD0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0097+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0097
 MD0097  HISTORY     - Date     Condition        Report By
 MD0097  HISTORY     - 1930     MONUMENTED       CGS
 MD0097  HISTORY     - 1968     GOOD             NGS
 MD0097  HISTORY     - 19921020 GOOD             NGS
 MD0097
 MD0097                          STATION DESCRIPTION
 MD0097
 MD0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MD0097'AT MILLER CITY.
 MD0097'AT MILLER CITY, ALONG THE NORFOLK AND WESTERN RAILWAY, NEAR
 MD0097'THE CROSSING OF STATE HIGHWAY 108, 29 FEET SOUTH OF THE SOUTH
 MD0097'RAIL OF THE MAIN TRACK, 290 FEET WEST OF THE CENTER OF THE
 MD0097'CROSSING OF THE HIGHWAY AND THE MAIN TRACK, 80 FEET SOUTHWEST
 MD0097'OF AND ACROSS TRACKS FROM THE SOUTHEAST CORNER OF A LARGE METAL
 MD0097'BUILDING, 2 FEET EAST OF A METAL WITNESS POST, 2 FEET BELOW THE
 MD0097'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH
 MD0097'WITH THE GROUND.  SEC, 26, T2N, R6E.  NOTE-- MARK MAY BE REACHED
 MD0097'BY GOING 7.55 MILES WEST ALONG STATE HIGHWAY 113 FROM THE CROSSING
 MD0097'OF THE DETROIT, TOLEDO AND IRONTON RAILROAD AT LEIPSIC, THENCE
 MD0097'0.55 MILE NORTH ALONG STATE HIGHWAY 108 TO MILLER CITY AND THE
 MD0097'CROSSING OF THE NORFOLK AND WESTERN RAILWAY AND BENCH MARK ON
 MD0097'LEFT 290 FEET.
 MD0097
 MD0097                          STATION RECOVERY (1992)
 MD0097
 MD0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0097'IN MILLER CITY, AT THE INTERSECTION OF STATE HIGHWAY 108 AND THE
 MD0097'NORFOLK SOUTHERN RAILROAD, 88.4 M (290.0 FT) WEST OF THE HIGHWAY
 MD0097'CENTERLINE, 24.5 M (80.4 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A
 MD0097'LARGE METAL SHED, 8.8 M (28.9 FT) SOUTH OF THE NEAR RAIL OF THE MAIN
 MD0097'TRACK, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 MD0097'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1519 ***********************************************************************
 KZ1519  DESIGNATION -  A 8
 KZ1519  PID         -  KZ1519
 KZ1519  STATE/COUNTY-  OH/DELAWARE
 KZ1519  USGS QUAD   -  SHAWNEE HILLS (1980)
 KZ1519
 KZ1519                         *CURRENT SURVEY CONTROL
 KZ1519  ___________________________________________________________________
 KZ1519* NAD 83(1986)-  40 11 50.     (N)    083 08 16.     (W)     SCALED    
 KZ1519* NAVD 88     -       262.576  (meters)     861.47   (feet)  ADJUSTED  
 KZ1519  ___________________________________________________________________
 KZ1519  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KZ1519  DYNAMIC HT  -         262.440 (meters)     861.02  (feet)  COMP
 KZ1519  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 KZ1519
 KZ1519  VERT ORDER  -  SECOND    CLASS 0
 KZ1519
 KZ1519.The horizontal coordinates were scaled from a topographic map and have
 KZ1519.an estimated accuracy of +/- 6 seconds.
 KZ1519
 KZ1519.The orthometric height was determined by differential leveling
 KZ1519.and adjusted by the National Geodetic Survey in June 1991..
 KZ1519
 KZ1519.The geoid height was determined by GEOID03.
 KZ1519
 KZ1519.The dynamic height is computed by dividing the NAVD 88
 KZ1519.geopotential number by the normal gravity value computed on the
 KZ1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1519.degrees latitude (g = 980.6199 gals.).
 KZ1519
 KZ1519.The modeled gravity was interpolated from observed gravity values.
 KZ1519
 KZ1519;                    North         East    Units  Estimated Accuracy
 KZ1519;SPC OH N     -    59,120.      545,690.      MT  (+/- 180 meters Scaled)
 KZ1519
 KZ1519                          SUPERSEDED SURVEY CONTROL
 KZ1519
 KZ1519  NGVD 29 (??/??/92)  262.758  (m)          862.07   (f) ADJ UNCH    2 0
 KZ1519
 KZ1519.Superseded values are not recommended for survey control.
 KZ1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1519.See file dsdata.txt to determine how the superseded data were derived.
 KZ1519
 KZ1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE180518(NAD 83)
 KZ1519_MARKER: DD = SURVEY DISK
 KZ1519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1519_SP_SET: ABUTMENT
 KZ1519_STAMPING: A 8
 KZ1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1519
 KZ1519  HISTORY     - Date     Condition        Report By
 KZ1519  HISTORY     - UNK      MONUMENTED       OHGS
 KZ1519  HISTORY     - 1934     GOOD             NGS
 KZ1519
 KZ1519                          STATION DESCRIPTION
 KZ1519
 KZ1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1519'0.3 MI W FROM RATHBONE.
 KZ1519'0.3 MILE WEST ALONG A HIGHWAY FROM RATHBONE, DELAWARE COUNTY,
 KZ1519'172 YARDS EAST OF THE CENTER OF THE INTERSECTION OF STATE
 KZ1519'HIGHWAY 257, IN THE TOP OF THE NORTHEAST CONCRETE ABUTMENT OF A
 KZ1519'FOUR-SPAN STEEL BRIDGE OVER THE SCIOTO RIVER, 11.7 FEET NORTH
 KZ1519'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN
 KZ1519'THE ROADWAY.  A STATE SURVEY STANDARD DISK, STAMPED A 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1913 ***********************************************************************
 HY1913  DESIGNATION -  A 80
 HY1913  PID         -  HY1913
 HY1913  STATE/COUNTY-  OH/ADAMS
 HY1913  USGS QUAD   -  WEST UNION (1979)
 HY1913
 HY1913                         *CURRENT SURVEY CONTROL
 HY1913  ___________________________________________________________________
 HY1913* NAD 83(1986)-  38 48 39.     (N)    083 35 46.     (W)     SCALED    
 HY1913* NAVD 88     -       274.035  (meters)     899.06   (feet)  ADJUSTED  
 HY1913  ___________________________________________________________________
 HY1913  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HY1913  DYNAMIC HT  -         273.859 (meters)     898.49  (feet)  COMP
 HY1913  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 HY1913
 HY1913  VERT ORDER  -  SECOND    CLASS 0
 HY1913
 HY1913.The horizontal coordinates were scaled from a topographic map and have
 HY1913.an estimated accuracy of +/- 6 seconds.
 HY1913
 HY1913.The orthometric height was determined by differential leveling
 HY1913.and adjusted by the National Geodetic Survey in June 1991..
 HY1913
 HY1913.The geoid height was determined by GEOID03.
 HY1913
 HY1913.The dynamic height is computed by dividing the NAVD 88
 HY1913.geopotential number by the normal gravity value computed on the
 HY1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1913.degrees latitude (g = 980.6199 gals.).
 HY1913
 HY1913.The modeled gravity was interpolated from observed gravity values.
 HY1913
 HY1913;                    North         East    Units  Estimated Accuracy
 HY1913;SPC OH S     -    90,590.      504,800.      MT  (+/- 180 meters Scaled)
 HY1913
 HY1913                          SUPERSEDED SURVEY CONTROL
 HY1913
 HY1913  NGVD 29 (??/??/92)  274.233  (m)          899.71   (f) ADJ UNCH    2 0
 HY1913
 HY1913.Superseded values are not recommended for survey control.
 HY1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1913.See file dsdata.txt to determine how the superseded data were derived.
 HY1913
 HY1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC745989(NAD 83)
 HY1913_MARKER: DD = SURVEY DISK
 HY1913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1913_SP_SET: CULVERT
 HY1913_STAMPING: A 80 1935
 HY1913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1913
 HY1913  HISTORY     - Date     Condition        Report By
 HY1913  HISTORY     - 1935     MONUMENTED       OHGS
 HY1913  HISTORY     - 1935     GOOD             NGS
 HY1913
 HY1913                          STATION DESCRIPTION
 HY1913
 HY1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1913'3.3 MI W FROM WEST UNION.
 HY1913'3.3 MILES WEST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 HY1913'WEST UNION, ADAMS COUNTY, 92 YARDS EAST OF THE CENTER OF THE
 HY1913'JUNCTION OF A GRAVEL ROAD LEADING NORTH, 74 YARDS NORTHWEST OF
 HY1913'THE NORTHWEST CORNER OF THE C.E. CATRONS HOUSE, IN THE TOP OF
 HY1913'THE EAST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT, 16
 HY1913'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND LEVEL WITH THE
 HY1913'ROAD.  A STATE SURVEY STANDARD DISK, STAMPED A 80 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1054 ***********************************************************************
 MB1054  DESIGNATION -  A 9
 MB1054  PID         -  MB1054
 MB1054  STATE/COUNTY-  OH/LAKE
 MB1054  USGS QUAD   -  MENTOR (1992)
 MB1054
 MB1054                         *CURRENT SURVEY CONTROL
 MB1054  ___________________________________________________________________
 MB1054* NAD 83(1986)-  41 43 36.     (N)    081 15 18.     (W)     SCALED    
 MB1054* NAVD 88     -       195.819  (meters)     642.45   (feet)  ADJUSTED  
 MB1054  ___________________________________________________________________
 MB1054  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 MB1054  DYNAMIC HT  -         195.748 (meters)     642.22  (feet)  COMP
 MB1054  MODELED GRAV-     980,256.5   (mgal)                       NAVD 88
 MB1054
 MB1054  VERT ORDER  -  FIRST     CLASS II
 MB1054
 MB1054.The horizontal coordinates were scaled from a topographic map and have
 MB1054.an estimated accuracy of +/- 6 seconds.
 MB1054
 MB1054.The orthometric height was determined by differential leveling
 MB1054.and adjusted by the National Geodetic Survey in June 1991..
 MB1054
 MB1054.The geoid height was determined by GEOID03.
 MB1054
 MB1054.The dynamic height is computed by dividing the NAVD 88
 MB1054.geopotential number by the normal gravity value computed on the
 MB1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1054.degrees latitude (g = 980.6199 gals.).
 MB1054
 MB1054.The modeled gravity was interpolated from observed gravity values.
 MB1054
 MB1054;                    North         East    Units  Estimated Accuracy
 MB1054;SPC OH N     -   229,500.      703,590.      MT  (+/- 180 meters Scaled)
 MB1054
 MB1054                          SUPERSEDED SURVEY CONTROL
 MB1054
 MB1054  NGVD 29 (??/??/92)  196.070  (m)          643.27   (f) ADJ UNCH    1 2
 MB1054
 MB1054.Superseded values are not recommended for survey control.
 MB1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1054.See file dsdata.txt to determine how the superseded data were derived.
 MB1054
 MB1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG787194(NAD 83)
 MB1054_MARKER: DB = BENCH MARK DISK
 MB1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1054_STAMPING: A 9 1934
 MB1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1054+STABILITY: SURFACE MOTION
 MB1054
 MB1054  HISTORY     - Date     Condition        Report By
 MB1054  HISTORY     - 1934     MONUMENTED       CGS
 MB1054  HISTORY     - 1934     GOOD             NGS
 MB1054  HISTORY     - 1981     MARK NOT FOUND   NGS
 MB1054  HISTORY     - 19940807 MARK NOT FOUND   USPSQD
 MB1054  HISTORY     - 20041117 MARK NOT FOUND   OHDT
 MB1054
 MB1054                          STATION DESCRIPTION
 MB1054
 MB1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MB1054'AT PAINESVILLE.
 MB1054'AT PAINESVILLE, LAKE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MB1054'AT A STREET CROSSING, 47 YARDS WEST OF THE CENTERLINE OF RICHMOND
 MB1054'STREET, 34.4 FEET SOUTH OF THE SOUTH RAIL OF THE N.Y.C. TRACK,
 MB1054'27.7 FEET NORTH OF THE NORTH RAIL OF THE BALTIMORE AND OHIO
 MB1054'RAILROAD, AND LEVEL WITH THE TRACKS.  A STANDARD DISK, STAMPED
 MB1054'A 9 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MB1054
 MB1054                          STATION RECOVERY (1981)
 MB1054
 MB1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1054'NOT RECOVERED, ASSUMED DESTROYED BY ADDITION OF NEW TRACKS.
 MB1054
 MB1054                          STATION RECOVERY (1994)
 MB1054
 MB1054'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1054'MARK NOT FOUND.
 MB1054
 MB1054                          STATION RECOVERY (2004)
 MB1054
 MB1054'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1518 ***********************************************************************
 KZ1518  DESIGNATION -  A 9
 KZ1518  PID         -  KZ1518
 KZ1518  STATE/COUNTY-  OH/DELAWARE
 KZ1518  USGS QUAD   -  SHAWNEE HILLS (1980)
 KZ1518
 KZ1518                         *CURRENT SURVEY CONTROL
 KZ1518  ___________________________________________________________________
 KZ1518* NAD 83(1986)-  40 14 00.     (N)    083 08 36.     (W)     SCALED    
 KZ1518* NAVD 88     -       259.754  (meters)     852.21   (feet)  ADJUSTED  
 KZ1518  ___________________________________________________________________
 KZ1518  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KZ1518  DYNAMIC HT  -         259.621 (meters)     851.77  (feet)  COMP
 KZ1518  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 KZ1518
 KZ1518  VERT ORDER  -  SECOND    CLASS 0
 KZ1518
 KZ1518.The horizontal coordinates were scaled from a topographic map and have
 KZ1518.an estimated accuracy of +/- 6 seconds.
 KZ1518
 KZ1518.The orthometric height was determined by differential leveling
 KZ1518.and adjusted by the National Geodetic Survey in June 1991..
 KZ1518
 KZ1518.The geoid height was determined by GEOID03.
 KZ1518
 KZ1518.The dynamic height is computed by dividing the NAVD 88
 KZ1518.geopotential number by the normal gravity value computed on the
 KZ1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1518.degrees latitude (g = 980.6199 gals.).
 KZ1518
 KZ1518.The modeled gravity was interpolated from observed gravity values.
 KZ1518
 KZ1518;                    North         East    Units  Estimated Accuracy
 KZ1518;SPC OH N     -    63,130.      545,250.      MT  (+/- 180 meters Scaled)
 KZ1518
 KZ1518                          SUPERSEDED SURVEY CONTROL
 KZ1518
 KZ1518  NGVD 29 (??/??/92)  259.935  (m)          852.80   (f) ADJ UNCH    2 0
 KZ1518
 KZ1518.Superseded values are not recommended for survey control.
 KZ1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1518.See file dsdata.txt to determine how the superseded data were derived.
 KZ1518
 KZ1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE176558(NAD 83)
 KZ1518_MARKER: DD = SURVEY DISK
 KZ1518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1518_SP_SET: CULVERT
 KZ1518_STAMPING: A 9
 KZ1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1518
 KZ1518  HISTORY     - Date     Condition        Report By
 KZ1518  HISTORY     - UNK      MONUMENTED       OHGS
 KZ1518  HISTORY     - 1934     GOOD             NGS
 KZ1518
 KZ1518                          STATION DESCRIPTION
 KZ1518
 KZ1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1518'1.2 MI SE FROM BELLEPOINT.
 KZ1518'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 257 FROM BELLEPOINT,
 KZ1518'DELAWARE COUNTY, 30 YARDS NORTHWEST OF THE CENTER OF THE
 KZ1518'ENTRANCE TO OLLER CEMETERY, 29 YARDS SOUTHWEST OF THE SOUTHWEST
 KZ1518'CORNER OF A RED BRICK CHURCH, IN THE TOP OF THE WEST HEADWALL
 KZ1518'OF A CONCRETE CULVERT, 13 FEET WEST OF THE CENTERLINE OF THE
 KZ1518'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE ROADWAY.  A STATE
 KZ1518'SURVEY STANDARD DISK, STAMPED A 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1509 ***********************************************************************
 KY1509  DESIGNATION -  A=886
 KY1509  PID         -  KY1509
 KY1509  STATE/COUNTY-  OH/GUERNSEY
 KY1509  USGS QUAD   -  CAMBRIDGE (1994)
 KY1509
 KY1509                         *CURRENT SURVEY CONTROL
 KY1509  ___________________________________________________________________
 KY1509* NAD 83(1986)-  40 01 30.     (N)    081 35 24.     (W)     SCALED    
 KY1509* NAVD 88     -       269.798  (meters)     885.16   (feet)  ADJUSTED  
 KY1509  ___________________________________________________________________
 KY1509  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY1509  DYNAMIC HT  -         269.652 (meters)     884.68  (feet)  COMP
 KY1509  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 KY1509
 KY1509  VERT ORDER  -  FIRST     CLASS II
 KY1509
 KY1509.The horizontal coordinates were scaled from a topographic map and have
 KY1509.an estimated accuracy of +/- 6 seconds.
 KY1509
 KY1509.The orthometric height was determined by differential leveling
 KY1509.and adjusted by the National Geodetic Survey in June 1991..
 KY1509
 KY1509.The geoid height was determined by GEOID03.
 KY1509
 KY1509.The dynamic height is computed by dividing the NAVD 88
 KY1509.geopotential number by the normal gravity value computed on the
 KY1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1509.degrees latitude (g = 980.6199 gals.).
 KY1509
 KY1509.The modeled gravity was interpolated from observed gravity values.
 KY1509
 KY1509;                    North         East    Units  Estimated Accuracy
 KY1509;SPC OH S     -   225,200.      677,680.      MT  (+/- 180 meters Scaled)
 KY1509
 KY1509                          SUPERSEDED SURVEY CONTROL
 KY1509
 KY1509  NGVD 29 (??/??/92)  270.015  (m)          885.87   (f) ADJ UNCH    1 2
 KY1509
 KY1509.Superseded values are not recommended for survey control.
 KY1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1509.See file dsdata.txt to determine how the superseded data were derived.
 KY1509
 KY1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME496306(NAD 83)
 KY1509_MARKER: DD = SURVEY DISK
 KY1509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1509_SP_SET: CONC SILL
 KY1509_STAMPING: 886
 KY1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1509
 KY1509  HISTORY     - Date     Condition        Report By
 KY1509  HISTORY     - UNK      MONUMENTED       USGS
 KY1509  HISTORY     - 1954     GOOD             NGS
 KY1509
 KY1509                          STATION DESCRIPTION
 KY1509
 KY1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1509'AT CAMBRIDGE.
 KY1509'AT CAMBRIDGE, LOCATED AT THE JUNCTION OF WHEELING AVENUE AND
 KY1509'EIGHTH STREET, IN THE TOP OF THE CONCRETE SILL OF THE MAIN
 KY1509'SOUTH ENTRANCE TO THE COURT HOUSE BUILDING, 1.8 FEET EAST OF
 KY1509'WEST END OF DOOR WILL AND ABOUT 8 FEET ABOVE LEVEL OF SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1995 ***********************************************************************
 HY1995  DESIGNATION -  AA
 HY1995  PID         -  HY1995
 HY1995  STATE/COUNTY-  OH/GALLIA
 HY1995  USGS QUAD   -  RODNEY (1983)
 HY1995
 HY1995                         *CURRENT SURVEY CONTROL
 HY1995  ___________________________________________________________________
 HY1995* NAD 83(1986)-  38 51 42.     (N)    082 15 09.     (W)     SCALED    
 HY1995* NAVD 88     -       175.782  (meters)     576.71   (feet)  ADJUSTED  
 HY1995  ___________________________________________________________________
 HY1995  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HY1995  DYNAMIC HT  -         175.671 (meters)     576.35  (feet)  COMP
 HY1995  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 HY1995
 HY1995  VERT ORDER  -  SECOND    CLASS 0
 HY1995
 HY1995.The horizontal coordinates were scaled from a topographic map and have
 HY1995.an estimated accuracy of +/- 6 seconds.
 HY1995
 HY1995.The orthometric height was determined by differential leveling
 HY1995.and adjusted by the National Geodetic Survey in June 1991..
 HY1995
 HY1995.The geoid height was determined by GEOID03.
 HY1995
 HY1995.The dynamic height is computed by dividing the NAVD 88
 HY1995.geopotential number by the normal gravity value computed on the
 HY1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1995.degrees latitude (g = 980.6199 gals.).
 HY1995
 HY1995.The modeled gravity was interpolated from observed gravity values.
 HY1995
 HY1995;                    North         East    Units  Estimated Accuracy
 HY1995;SPC OH S     -    95,690.      621,480.      MT  (+/- 180 meters Scaled)
 HY1995
 HY1995                          SUPERSEDED SURVEY CONTROL
 HY1995
 HY1995  NGVD 29 (??/??/92)  175.97   (m)          577.3    (f) COMPUTED    2 0
 HY1995
 HY1995.Superseded values are not recommended for survey control.
 HY1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1995.See file dsdata.txt to determine how the superseded data were derived.
 HY1995
 HY1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD913021(NAD 83)
 HY1995_MARKER: N = NAIL
 HY1995_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1995_SP_SET: TREE ROOT
 HY1995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1995
 HY1995  HISTORY     - Date     Condition        Report By
 HY1995  HISTORY     - UNK      MONUMENTED       CGS
 HY1995  HISTORY     - 1958     GOOD             NGS
 HY1995
 HY1995                          STATION DESCRIPTION
 HY1995
 HY1995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1995'1 MI SE FROM KERRS.
 HY1995'A NAIL AND WASHER SET IN THE TOP OF THE WEST ROOT OF A 30-INCH BLACK
 HY1995'WALNUT TREE, 252.8 FEET NORTH-NORTHEAST OF T 199.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1519 ***********************************************************************
 JX1519  DESIGNATION -  AA
 JX1519  PID         -  JX1519
 JX1519  STATE/COUNTY-  OH/MORGAN
 JX1519  USGS QUAD   -  STOCKPORT (1994)
 JX1519
 JX1519                         *CURRENT SURVEY CONTROL
 JX1519  ___________________________________________________________________
 JX1519* NAD 83(1986)-  39 33 30.     (N)    081 46 41.     (W)     SCALED    
 JX1519* NAVD 88     -       201.270  (meters)     660.33   (feet)  ADJUSTED  
 JX1519  ___________________________________________________________________
 JX1519  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1519  DYNAMIC HT  -         201.148 (meters)     659.93  (feet)  COMP
 JX1519  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 JX1519
 JX1519  VERT ORDER  -  FIRST     CLASS II
 JX1519
 JX1519.The horizontal coordinates were scaled from a topographic map and have
 JX1519.an estimated accuracy of +/- 6 seconds.
 JX1519
 JX1519.The orthometric height was determined by differential leveling
 JX1519.and adjusted by the National Geodetic Survey in June 1991..
 JX1519
 JX1519.The geoid height was determined by GEOID03.
 JX1519
 JX1519.The dynamic height is computed by dividing the NAVD 88
 JX1519.geopotential number by the normal gravity value computed on the
 JX1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1519.degrees latitude (g = 980.6199 gals.).
 JX1519
 JX1519.The modeled gravity was interpolated from observed gravity values.
 JX1519
 JX1519;                    North         East    Units  Estimated Accuracy
 JX1519;SPC OH S     -   173,240.      662,040.      MT  (+/- 180 meters Scaled)
 JX1519
 JX1519                          SUPERSEDED SURVEY CONTROL
 JX1519
 JX1519  NGVD 29 (??/??/92)  201.469  (m)          660.99   (f) ADJ UNCH    1 2
 JX1519
 JX1519.Superseded values are not recommended for survey control.
 JX1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1519.See file dsdata.txt to determine how the superseded data were derived.
 JX1519
 JX1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD331790(NAD 83)
 JX1519_MARKER: N = NAIL
 JX1519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1519_SP_SET: TREE
 JX1519_STAMPING: AA
 JX1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1519
 JX1519  HISTORY     - Date     Condition        Report By
 JX1519  HISTORY     - UNK      MONUMENTED       CGS
 JX1519  HISTORY     - 1959     GOOD             NGS
 JX1519
 JX1519                          STATION DESCRIPTION
 JX1519
 JX1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX1519'0.9 MI NE FROM STOCKPORT.
 JX1519'AA IS A COPPER NAIL AND WASHER IN THE NORTHEAST ROOT OF A 45-INCH
 JX1519'ELM TREE, 183 FEET EAST-SOUTHEAST OF BENCH MARK C 246, AND IS
 JX1519'STAMPED AA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1324 ***********************************************************************
 KY1324  DESIGNATION -  AA 159
 KY1324  PID         -  KY1324
 KY1324  STATE/COUNTY-  OH/MAHONING
 KY1324  USGS QUAD   -  ALLIANCE (1994)
 KY1324
 KY1324                         *CURRENT SURVEY CONTROL
 KY1324  ___________________________________________________________________
 KY1324* NAD 83(1986)-  40 55 16.     (N)    081 01 54.     (W)     SCALED    
 KY1324* NAVD 88     -       339.922  (meters)    1115.23   (feet)  ADJUSTED  
 KY1324  ___________________________________________________________________
 KY1324  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KY1324  DYNAMIC HT  -         339.761 (meters)    1114.70  (feet)  COMP
 KY1324  MODELED GRAV-     980,140.6   (mgal)                       NAVD 88
 KY1324
 KY1324  VERT ORDER  -  FIRST     CLASS I
 KY1324
 KY1324.The horizontal coordinates were scaled from a topographic map and have
 KY1324.an estimated accuracy of +/- 6 seconds.
 KY1324
 KY1324.The orthometric height was determined by differential leveling
 KY1324.and adjusted by the National Geodetic Survey in June 1991..
 KY1324
 KY1324.The geoid height was determined by GEOID03.
 KY1324
 KY1324.The dynamic height is computed by dividing the NAVD 88
 KY1324.geopotential number by the normal gravity value computed on the
 KY1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1324.degrees latitude (g = 980.6199 gals.).
 KY1324
 KY1324.The modeled gravity was interpolated from observed gravity values.
 KY1324
 KY1324;                    North         East    Units  Estimated Accuracy
 KY1324;SPC OH N     -   140,340.      723,670.      MT  (+/- 180 meters Scaled)
 KY1324
 KY1324                          SUPERSEDED SURVEY CONTROL
 KY1324
 KY1324  NGVD 29 (??/??/92)  340.093  (m)         1115.79   (f) ADJ UNCH    1 1
 KY1324
 KY1324.Superseded values are not recommended for survey control.
 KY1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1324.See file dsdata.txt to determine how the superseded data were derived.
 KY1324
 KY1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF973300(NAD 83)
 KY1324_MARKER: DB = BENCH MARK DISK
 KY1324_SETTING: 0 = UNSPECIFIED SETTING
 KY1324_STAMPING: AA 159 1950
 KY1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1324
 KY1324  HISTORY     - Date     Condition        Report By
 KY1324  HISTORY     - 1950     MONUMENTED       CGS
 KY1324  HISTORY     - 1966     GOOD             NGS
 KY1324  HISTORY     - 20021026 GOOD             USPSQD
 KY1324
 KY1324                          STATION DESCRIPTION
 KY1324
 KY1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1324'AT SEBRING.
 KY1324'AT SEBRING, ABOUT 0.65 MILE WEST ALONG THE PENNSYLVANIA RAILROAD
 KY1324'FROM THE 15 TH STREET CROSSING, ABOUT 0.15 MILE EAST OF
 KY1324'MILEPOST P 80, NEAR THE 20 TH STREET CROSSING, 32.7 FEET EAST OF
 KY1324'THE CENTER LINE OF 20 TH STREET, 47.0 FEET SOUTH OF THE SOUTH
 KY1324'RAIL OF THE NEAR TRACK, 32 FEET EAST-SOUTHEAST OF A METAL POST
 KY1324'SUPPORTING A FLASHING SIGNAL, 9 1/2 FEET SOUTHEAST OF THE
 KY1324'NORTHEAST END OF A 24-INCH PIPE CULVERT UNDER THE STREET, ABOUT
 KY1324'LEVEL WITH THE TRACK AND STREET, IN SECTION 27, R 5 W, T 18 N,
 KY1324'AND ABOUT 0.4 FOOT UNDERGROUND.
 KY1324
 KY1324                          STATION RECOVERY (2002)
 KY1324
 KY1324'RECOVERY NOTE BY US POWER SQUADRON 2002
 KY1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0984 ***********************************************************************
 MB0984  DESIGNATION -  AAA
 MB0984  PID         -  MB0984
 MB0984  STATE/COUNTY-  OH/TRUMBULL
 MB0984  USGS QUAD   -  SHARON WEST (1994)
 MB0984
 MB0984                         *CURRENT SURVEY CONTROL
 MB0984  ___________________________________________________________________
 MB0984* NAD 83(1986)-  41 09 50.     (N)    080 32 31.     (W)     SCALED    
 MB0984* NAVD 88     -       281.222  (meters)     922.64   (feet)  ADJUSTED  
 MB0984  ___________________________________________________________________
 MB0984  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB0984  DYNAMIC HT  -         281.094 (meters)     922.22  (feet)  COMP
 MB0984  MODELED GRAV-     980,161.4   (mgal)                       NAVD 88
 MB0984
 MB0984  VERT ORDER  -  SECOND    CLASS 0
 MB0984
 MB0984.The horizontal coordinates were scaled from a topographic map and have
 MB0984.an estimated accuracy of +/- 6 seconds.
 MB0984
 MB0984.The orthometric height was determined by differential leveling
 MB0984.and adjusted by the National Geodetic Survey in June 1991..
 MB0984
 MB0984.The geoid height was determined by GEOID03.
 MB0984
 MB0984.The dynamic height is computed by dividing the NAVD 88
 MB0984.geopotential number by the normal gravity value computed on the
 MB0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0984.degrees latitude (g = 980.6199 gals.).
 MB0984
 MB0984.The modeled gravity was interpolated from observed gravity values.
 MB0984
 MB0984;                    North         East    Units  Estimated Accuracy
 MB0984;SPC OH N     -   168,110.      764,310.      MT  (+/- 180 meters Scaled)
 MB0984
 MB0984                          SUPERSEDED SURVEY CONTROL
 MB0984
 MB0984  NGVD 29 (??/??/92)  281.392  (m)          923.20   (f) ADJ UNCH    2 0
 MB0984
 MB0984.Superseded values are not recommended for survey control.
 MB0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0984.See file dsdata.txt to determine how the superseded data were derived.
 MB0984
 MB0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF384570(NAD 83)
 MB0984_MARKER: DB = BENCH MARK DISK
 MB0984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0984_SP_SET: ABUTMENT
 MB0984_STAMPING: AAA 1958
 MB0984_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0984
 MB0984  HISTORY     - Date     Condition        Report By
 MB0984  HISTORY     - 1958     MONUMENTED       CGS
 MB0984  HISTORY     - 19911119 GOOD             OHDT
 MB0984
 MB0984                          STATION DESCRIPTION
 MB0984
 MB0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0984'1.4 MI E FROM HUBBARD.
 MB0984'ABOUT 1.4 MILES EASTERLY ALONG STATE HIGHWAY 304 FROM THE POST
 MB0984'OFFICE AT HUBBARD.  ON HIGHEST PART OF THE WEST ABUTMENT OF A
 MB0984'CONCRETE BRIDGE, 8-INCHES NORTH OF SOUTH END AND 24.0 FEET SOUTH
 MB0984'OF CENTER LINE OF THE ROAD.
 MB0984
 MB0984                          STATION RECOVERY (1991)
 MB0984
 MB0984'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (JF)
 MB0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1495 ***********************************************************************
 JX1495  DESIGNATION -  AB
 JX1495  PID         -  JX1495
 JX1495  STATE/COUNTY-  OH/MORGAN
 JX1495  USGS QUAD   -  ROKEBY LOCK (1994)
 JX1495
 JX1495                         *CURRENT SURVEY CONTROL
 JX1495  ___________________________________________________________________
 JX1495* NAD 83(1986)-  39 43 26.     (N)    081 53 38.     (W)     SCALED    
 JX1495* NAVD 88     -       210.683  (meters)     691.22   (feet)  ADJUSTED  
 JX1495  ___________________________________________________________________
 JX1495  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JX1495  DYNAMIC HT  -         210.562 (meters)     690.82  (feet)  COMP
 JX1495  MODELED GRAV-     980,048.7   (mgal)                       NAVD 88
 JX1495
 JX1495  VERT ORDER  -  FIRST     CLASS II
 JX1495
 JX1495.The horizontal coordinates were scaled from a topographic map and have
 JX1495.an estimated accuracy of +/- 6 seconds.
 JX1495
 JX1495.The orthometric height was determined by differential leveling
 JX1495.and adjusted by the National Geodetic Survey in June 1991..
 JX1495
 JX1495.The geoid height was determined by GEOID03.
 JX1495
 JX1495.The dynamic height is computed by dividing the NAVD 88
 JX1495.geopotential number by the normal gravity value computed on the
 JX1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1495.degrees latitude (g = 980.6199 gals.).
 JX1495
 JX1495.The modeled gravity was interpolated from observed gravity values.
 JX1495
 JX1495;                    North         East    Units  Estimated Accuracy
 JX1495;SPC OH S     -   191,550.      651,960.      MT  (+/- 180 meters Scaled)
 JX1495
 JX1495                          SUPERSEDED SURVEY CONTROL
 JX1495
 JX1495  NGVD 29 (??/??/92)  210.890  (m)          691.89   (f) ADJ UNCH    1 2
 JX1495
 JX1495.Superseded values are not recommended for survey control.
 JX1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1495.See file dsdata.txt to determine how the superseded data were derived.
 JX1495
 JX1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD233974(NAD 83)
 JX1495_MARKER: N = NAIL
 JX1495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1495_SP_SET: CULVERT
 JX1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1495
 JX1495  HISTORY     - Date     Condition        Report By
 JX1495  HISTORY     - UNK      MONUMENTED       CGS
 JX1495  HISTORY     - 1959     GOOD             NGS
 JX1495
 JX1495                          STATION DESCRIPTION
 JX1495
 JX1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX1495'6 MI NW FROM MALTA.
 JX1495'AB IS A COPPER NAIL AND WASHER IN THE NORTH ROOT OF A 36-INCH
 JX1495'ELM TREE, 22.6 FEET NORTHWEST OF BENCH MARK Y 246, 19 FEET
 JX1495'NORTHWEST OF THE NORTHWEST RAIL, AND 16 FEET SOUTHEAST OF THE
 JX1495'SOUTHWEST END OF A 18-INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2937 ***********************************************************************
 MB2937  DESIGNATION -  ABBOTT
 MB2937  PID         -  MB2937
 MB2937  STATE/COUNTY-  OH/MEDINA
 MB2937  USGS QUAD   -  SEVILLE (1994)
 MB2937
 MB2937                         *CURRENT SURVEY CONTROL
 MB2937  ___________________________________________________________________
 MB2937* NAD 83(1995)-  41 04 48.21731(N)    081 51 50.40388(W)     ADJUSTED  
 MB2937* NAVD 88     -       374.5    (meters)    1229.     (feet)  GPS OBS   
 MB2937  ___________________________________________________________________
 MB2937  X           -     681,435.849 (meters)                     COMP
 MB2937  Y           -  -4,766,546.986 (meters)                     COMP
 MB2937  Z           -   4,169,353.453 (meters)                     COMP
 MB2937  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 MB2937  ELLIP HEIGHT-         341.11  (meters)          (10/07/05) GPS OBS
 MB2937  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB2937
 MB2937  HORZ ORDER  -  FIRST
 MB2937  ELLP ORDER  -  FOURTH    CLASS II
 MB2937
 MB2937.The horizontal coordinates were established by GPS observations
 MB2937.and adjusted by the TERRASURV in August 2003..
 MB2937
 MB2937.The orthometric height was determined by GPS observations and a
 MB2937.high-resolution geoid model.
 MB2937
 MB2937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB2937
 MB2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2937
 MB2937.The ellipsoidal height was determined by GPS observations
 MB2937.and is referenced to NAD 83.
 MB2937
 MB2937.The geoid height was determined by GEOID03.
 MB2937
 MB2937;                    North         East     Units Scale Factor Converg.
 MB2937;SPC OH N     -   157,146.484   653,441.361   MT  0.99993916   +0 25 04.2
 MB2937;UTM  17      - 4,548,004.179   427,423.802   MT  0.99966483   -0 34 04.0
 MB2937
 MB2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2937!SPC OH N     -   0.99994650  x   0.99993916  =   0.99988566
 MB2937!UTM  17      -   0.99994650  x   0.99966483  =   0.99961134
 MB2937
 MB2937|---------------------------------------------------------------------|
 MB2937| PID    Reference Object                     Distance      Geod. Az  |
 MB2937|                                                           dddmmss.s |
 MB2937| CC9688 ABBOTT RM 1                          55.556 METERS 07006     |
 MB2937| CC9689 ABBOTT RM 2                          46.598 METERS 19910     |
 MB2937| CC9687 ABBOTT AZ MK                                       2231600.5 |
 MB2937| MB2936 MEDINA A I ROOT AND BEE CO TK       APPROX. 6.5 KM 3523626.7 |
 MB2937|---------------------------------------------------------------------|
 MB2937
 MB2937                          SUPERSEDED SURVEY CONTROL
 MB2937
 MB2937  ELLIP H (08/20/03)  341.13   (m)                       GP(       ) 4 2
 MB2937  NAD 83(1995)-  41 04 48.21833(N)    081 51 50.40197(W) AD(       ) 1
 MB2937  NAD 83(1986)-  41 04 48.22575(N)    081 51 50.40896(W) AD(       ) 1
 MB2937  NAD 27      -  41 04 48.03530(N)    081 51 50.92820(W) AD(       ) 1
 MB2937
 MB2937.Superseded values are not recommended for survey control.
 MB2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2937.See file dsdata.txt to determine how the superseded data were derived.
 MB2937
 MB2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2742448004(NAD 83)
 MB2937_MARKER: Z = SEE DESCRIPTION
 MB2937_SETTING: 0 = UNSPECIFIED SETTING
 MB2937_SP_SET: UNSPECIFIED
 MB2937_STAMPING: ABBOTT 1943
 MB2937_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB2937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2937+SATELLITE: SATELLITE OBSERVATIONS - 2000
 MB2937
 MB2937  HISTORY     - Date     Condition        Report By
 MB2937  HISTORY     - 1943     MONUMENTED       CGS
 MB2937  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MB2937  HISTORY     - 1968     GOOD             OHDT
 MB2937  HISTORY     - 1970     SEE DESCRIPTION  OHHD
 MB2937  HISTORY     - 2000     GOOD             OH-103
 MB2937
 MB2937                          STATION DESCRIPTION
 MB2937
 MB2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2937'ABOUT 4.0 MILES S
 MB2937'OF MEDINA, ON THE
 MB2937'E SIDE OF STATE HIGHWAY 3, ON THE PROPERTY OF
 MB2937'G.F. ABBOTT.  THE STATION IS SET ON
 MB2937'A KNOLL S OF THE FARM RESIDENCE,
 MB2937'IT IS 96.86 FEET S OF THE SW CORNER OF STONE PORCH
 MB2937'FOUNDATION,
 MB2937'AND 73.9 FEET E OF THE APPROXIMATE CENTER LINE OF HIGHWAY 3.
 MB2937'THE DISK IS 18
 MB2937'INCHES BELOW THE SURFACE OF THE GROUND AND IS
 MB2937'STAMPED ABBOTT 1943.
 MB2937'
 MB2937'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 MB2937'DISKS SET IN
 MB2937'CONCRETE.
 MB2937'
 MB2937'REFERENCE MARK 1 IS 182.27 FEET (SLOPE) ENE OF THE STATION,
 MB2937'33 FEET W OF FENCE
 MB2937'CORNER, AND 1.0 FOOT S OF GARDEN FENCE.  THE
 MB2937'DISK IS STAMPED ABBOTT NO. 1 1943,
 MB2937'WITH ARROW POINTING TO STATION.
 MB2937'
 MB2937'REFERENCE MARK 2 IS 152.88 FEET (SLOPE) S OF STATION, 23 FEET
 MB2937'E OF APPROXIMATE
 MB2937'CENTER LINE OF HIGHWAY 3, AND 3.6 FEET NE OF
 MB2937'POWER-TRANSMISSION LINE POLE 1375.
 MB2937'THE DISK IS STAMPED ABBOTT
 MB2937'NO 2 1943, WITH ARROW POINTING TO STATION.
 MB2937'
 MB2937'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SW OF STATION, 23.5
 MB2937'FEET N OF
 MB2937'APPROXIMATE CENTER LINE OF E-W ROAD, 2.2 FEET E OF
 MB2937'POWER-TRANSMISSION LINE POLE
 MB2937'689, AND 1.0 FOOT S OF N RIGHT-OF-WAY
 MB2937'FENCE LINE.  THE DISK IS STAMPED ABBOTT 1943.
 MB2937'
 MB2937'TO REACH AZIMUTH MARK FROM THE STATION, GO S ON HIGHWAY 3 FOR
 MB2937'0.3 MILE TO
 MB2937'TRAFFIC CAUTION LIGHT AT T-INTERSECTION, GO W 0.2
 MB2937'MILE TO MARK ON THE RIGHT SIDE
 MB2937'OF HIGHWAY.
 MB2937'
 MB2937'TO REACH STATION FROM MEDINA, GO S ON HIGHWAY 3 FOR 4.0
 MB2937'MILES TO THE
 MB2937'RESIDENCE OF G.F. ABBOTT ON THE LEFT AND STATION.
 MB2937'
 MB2937'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MB2937
 MB2937                          STATION RECOVERY (1958)
 MB2937
 MB2937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RGW)
 MB2937'TRIANGULATION STATION, REFERENCE MARKS AND AZIMUTH MARK ALL
 MB2937'RECOVERED IN GOOD
 MB2937'CONDITION AS DESCRIBED.  ORIGINAL DESCRIPTION
 MB2937'IS GOOD, NO CHANGES OR REVISIONS
 MB2937'NECESSARY.
 MB2937
 MB2937                          STATION RECOVERY (1968)
 MB2937
 MB2937'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1968 (SLC)
 MB2937'ABBOTT RECOVERED GOOD.
 MB2937
 MB2937                          STATION RECOVERY (1970)
 MB2937
 MB2937'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (AEF)
 MB2937'MARKED STAMPED - ABBOTT 1943 CONDITION - GOOD
 MB2937'R.M. NO. 1
 MB2937'GOOD
 MB2937'R.M. NO. 2 GOOD
 MB2937'AZIMUTH MARK GOOD
 MB2937
 MB2937                          STATION RECOVERY (2000)
 MB2937
 MB2937'RECOVERY NOTE BY MEDINA COUNTY OHIO 2000
 MB2937'RECOVERY NOTE BY MEDINA COUNTY SANITARY ENGINEER 2001
 MB2937'STATION, REFERENCE MARKS, AND AZIMUTH MARK ALL FOUND IN GOOD
 MB2937'CONDITION.  SET ORANGE CARSONITE WITNESS POSTS 1.0 FT NORTH OF
 MB2937'REFERENCE MARK 2 AND 54.0 FT WEST OF ABBOTT, NEAR S.R. 3.
 MB2937' 
 MB2937'STATION IS IN A FIELD BETWEEN 7097 WOOSTER PIKE AND BOYERT'S
 MB2937'GREENHOUSE, 7171 WOOSTER PIKE, ABOUT 0.25 MI NORTH OF COUNTY
 MB2937'ROAD 50 (CHIPPEWA ROAD), ABOUT 0.15 MI NORTH OF COUNTY ROAD 121
 MB2937'(PARADISE ROAD), AND 54.4 FT EAST OF A POLE MARKED --1600-117--, ABOUT
 MB2937'6
 MB2937'INCHES BELOW THE GROUND SURFACE.
 MB2937' 
 MB2937' 
 MB2937' 
 MB2937' 
 MB2937' 
 MB2937'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1146 ***********************************************************************
 HY1146  DESIGNATION -  AB=NAIL
 HY1146  PID         -  HY1146
 HY1146  STATE/COUNTY-  OH/JACKSON
 HY1146  USGS QUAD   -  OAK HILL (1985)
 HY1146
 HY1146                         *CURRENT SURVEY CONTROL
 HY1146  ___________________________________________________________________
 HY1146* NAD 83(1986)-  38 53 06.     (N)    082 31 35.     (W)     SCALED    
 HY1146* NAVD 88     -       215.049  (meters)     705.54   (feet)  ADJUSTED  
 HY1146  ___________________________________________________________________
 HY1146  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY1146  DYNAMIC HT  -         214.913 (meters)     705.09  (feet)  COMP
 HY1146  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 HY1146
 HY1146  VERT ORDER  -  SECOND    CLASS 0
 HY1146
 HY1146.The horizontal coordinates were scaled from a topographic map and have
 HY1146.an estimated accuracy of +/- 6 seconds.
 HY1146
 HY1146.The orthometric height was determined by differential leveling
 HY1146.and adjusted by the National Geodetic Survey in June 1991..
 HY1146
 HY1146.The geoid height was determined by GEOID03.
 HY1146
 HY1146.The dynamic height is computed by dividing the NAVD 88
 HY1146.geopotential number by the normal gravity value computed on the
 HY1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1146.degrees latitude (g = 980.6199 gals.).
 HY1146
 HY1146.The modeled gravity was interpolated from observed gravity values.
 HY1146
 HY1146;                    North         East    Units  Estimated Accuracy
 HY1146;SPC OH S     -    98,250.      597,710.      MT  (+/- 180 meters Scaled)
 HY1146
 HY1146                          SUPERSEDED SURVEY CONTROL
 HY1146
 HY1146  NGVD 29 (??/??/92)  215.236  (m)          706.15   (f) ADJ UNCH    2 0
 HY1146
 HY1146.Superseded values are not recommended for survey control.
 HY1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1146.See file dsdata.txt to determine how the superseded data were derived.
 HY1146
 HY1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD676051(NAD 83)
 HY1146_MARKER: N = NAIL
 HY1146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1146_SP_SET: OAK TREE ROOT
 HY1146_STAMPING: AB
 HY1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1146
 HY1146  HISTORY     - Date     Condition        Report By
 HY1146  HISTORY     - UNK      MONUMENTED       CGS
 HY1146  HISTORY     - 1958     GOOD             NGS
 HY1146
 HY1146                          STATION DESCRIPTION
 HY1146
 HY1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1146'2.8 MI E FROM OAK HILL.
 HY1146'2.75 MILES EAST AONG STATE HIGHWAY 279 FROM THE BALTIMORE AND
 HY1146'OHIO RAILROAD FROM THE STATION AT OAK HILL, IN SECTION 28, R 17W,
 HY1146'T 7N, 1.05 MILES EAST OF THE CROSSING OF A NORTH-SOUTH BLACKTOP
 HY1146'ROAD, AND SET IN THE TOP OF THE SOUTH ROOT OF A 50-INCH OAK
 HY1146'TREE SERVING AS A GATE POST, AND 172.5 FEET EAST OF BENCH
 HY1146'MARK X 200.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3189 ***********************************************************************
 KY3189  DESIGNATION -  ABSALOM
 KY3189  PID         -  KY3189
 KY3189  STATE/COUNTY-  OH/BELMONT
 KY3189  USGS QUAD   -  WHEELING (1994)
 KY3189
 KY3189                         *CURRENT SURVEY CONTROL
 KY3189  ___________________________________________________________________
 KY3189* NAD 83(1995)-  40 05 34.09854(N)    080 44 38.80855(W)     ADJUSTED  
 KY3189* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 KY3189  ___________________________________________________________________
 KY3189  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 KY3189  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY3189
 KY3189  HORZ ORDER  -  THIRD
 KY3189
 KY3189.The horizontal coordinates were established by classical geodetic methods
 KY3189.and adjusted by the National Geodetic Survey in April 1998..
 KY3189
 KY3189.The orthometric height was scaled from a topographic map.
 KY3189
 KY3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3189
 KY3189.The geoid height was determined by GEOID03.
 KY3189
 KY3189;                    North         East     Units Scale Factor Converg.
 KY3189;SPC OH S     -   233,793.452   749,731.142   MT  1.00001231   +1 06 50.9
 KY3189;SPC WV N     -   177,567.750   493,910.479   MT  0.99997388   -0 47 36.5
 KY3189;UTM  17      - 4,438,089.135   521,812.810   MT  0.99960586   +0 09 53.3
 KY3189
 KY3189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3189!SPC OH S     -   0.99994433  x   1.00001231  =   0.99995664
 KY3189!SPC WV N     -   0.99994433  x   0.99997388  =   0.99991821
 KY3189!UTM  17      -   0.99994433  x   0.99960586  =   0.99955021
 KY3189
 KY3189|---------------------------------------------------------------------|
 KY3189| PID    Reference Object                     Distance      Geod. Az  |
 KY3189|                                                           dddmmss.s |
 KY3189| CX3109 ABSALOM RM 1                         17.352 METERS 05720     |
 KY3189| KY3195 WHEELING ST JOSEPHS CATH DOME       APPROX. 3.6 KM 1441358.0 |
 KY3189| KY3215 BRIDGEPORT TV STA WTRF OLD TWR      APPROX. 3.6 KM 1910140.0 |
 KY3189| CX3108 ABSALOM AZ MK                                      2315351.2 |
 KY3189| CX3110 ABSALOM RM 2                         18.106 METERS 32653     |
 KY3189|---------------------------------------------------------------------|
 KY3189
 KY3189                          SUPERSEDED SURVEY CONTROL
 KY3189
 KY3189  NAD 83(1986)-  40 05 34.10538(N)    080 44 38.81598(W) AD(       ) 3
 KY3189  NAD 27      -  40 05 33.85240(N)    080 44 39.52520(W) AD(       ) 3
 KY3189
 KY3189.Superseded values are not recommended for survey control.
 KY3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3189.See file dsdata.txt to determine how the superseded data were derived.
 KY3189
 KY3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2181338089(NAD 83)
 KY3189_MARKER: DS = TRIANGULATION STATION DISK
 KY3189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3189_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3189
 KY3189  HISTORY     - Date     Condition        Report By
 KY3189  HISTORY     - 1963     MONUMENTED       CGS
 KY3189
 KY3189                          STATION DESCRIPTION
 KY3189
 KY3189'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3189'NO MEASUREMENT FROM R.M. 1 TO R.M. 2 BECAUSE OF TREES ON LINE.
 KY3189'
 KY3189'THE STATION IS LOCATED ON THE EAST SLOPE OF A HILL THAT OVERLOOKS
 KY3189'MARTINS FERRY, OHIO, AND WHEELING, WEST VIRGINIA.  IT IS ABOUT 3/4
 KY3189'MILE NORTHWEST OF WHEELING ISLAND IN THE OHIO RIVER AND 2
 KY3189'MILES NORTH OF BRIDGEPORT.  IT IS 9 FEET NORTH OF A FENCE AND
 KY3189'WITNESS POST, 10 FEET EAST OF A WILD CHERRY TREE, 42 FEET WEST OF
 KY3189'A TELEPHONE POLE AND IS ON THE PROPERTY OF MR. CHARLES ABSALOM.  THE
 KY3189'MONUMENT IS FLUSH AND THE DISK IS STAMPED ABSALOM 1963.
 KY3189'
 KY3189'TO REACH THE STATION FROM THE JUNCTION OF US 40 AND 250 AND STATE
 KY3189'HIGHWAY 7 AT THE WEST END OF THE BRIDGE OVER THE OHIO RIVER IN
 KY3189'BRIDGEPORT, OHIO.  GO NORTH ON STATE HIGHWAY 7 FOR 1.6 MILES
 KY3189'TO A SCHOOL ON THE LEFT AND HIGHWAY CURVES TO THE RIGHT. CONTINUE
 KY3189'ON HIGHWAY 7 FOR 0.5 MILE TO A ROAD LEFT, STATE HIGHWAY 647.  TURN
 KY3189'LEFT AND GO 0.2 MILE TO A STOP SIGN AND ROAD FORK.  TAKE RIGHT
 KY3189'FORK AND GO 0.15 MILE TO A SIDE ROAD LEFT.
 KY3189'TURN LEFT AND GO 0.55 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN
 KY3189'LEFT AND GO 0.1 MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.05 MILE
 KY3189'TO THE STATION ON RIGHT.
 KY3189'
 KY3189'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON
 KY3189'GRAVELED ROAD FOR 0.05 MILE TO A REVERSE FORK.  CONTINUE AHEAD FOR
 KY3189'0.1 MILE TO A T INTERSECTION.  TURN LEFT ON A PAVED ROAD AND GO 0.85
 KY3189'MILE TO US HIGHWAY 250.  TURN LEFT AND GO 0.2 MILE TO A GRAVELED
 KY3189'ROAD RIGHT.  TURN RIGHT AND GO 0.2 MILE TO A SHARP CURVE TO THE LEFT.
 KY3189'CONTINUE AHEAD ON GRAVELED ROAD FOR 0.3 MILE TO A T INTERSECTION
 KY3189'JUST EAST OF A CEMETERY. TURN LEFT AND GO EASTERLY FOR 0.45 MILE
 KY3189'TO AZIMUTH MARK ON THE RIGHT.
 KY3189'
 KY3189'REFERENCE MARK 1 IS 47 FEET NORTH OF A TELEPHONE POLE, 75 FEET
 KY3189'SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD AND 2 FEET
 KY3189'NORTHEAST OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 KY3189'IS STAMPED ABSALOM NO 1 1963.
 KY3189'
 KY3189'REFERENCE MARK 2 IS 55 FEET NORTHEAST OF A FENCE, 67 FEET NORTH OF
 KY3189'A WITNESS POST 9 FEET WEST OF A 10 INCH ELM TREE.  THE MONUMENT IS
 KY3189'FLUSH AND THE DISK IS STAMPED ABSALOM NO 2 1963.
 KY3189'
 KY3189'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A POWERLINE POLE AND
 KY3189'WITNESS POST, 14 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED
 KY3189'ROAD AND 44 FEET SOUTHEAST OF A 6 INCH PINE TREE.  THE MONUMENT
 KY3189'PROJECTS 2 INCHES AND THE DISK IS STAMPED ABSALOM 1963.
 KY3189'
 KY3189'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2103 ***********************************************************************
 MB2103  DESIGNATION -  ABYSS
 MB2103  PID         -  MB2103
 MB2103  STATE/COUNTY-  OH/ASHTABULA
 MB2103  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2103
 MB2103                         *CURRENT SURVEY CONTROL
 MB2103  ___________________________________________________________________
 MB2103* NAD 83(1995)-  41 54 41.37130(N)    080 48 04.00509(W)     ADJUSTED  
 MB2103* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 MB2103  ___________________________________________________________________
 MB2103  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 MB2103  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 MB2103
 MB2103  HORZ ORDER  -  SECOND
 MB2103
 MB2103.The horizontal coordinates were established by classical geodetic methods
 MB2103.and adjusted by the National Geodetic Survey in April 1998..
 MB2103
 MB2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2103
 MB2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2103
 MB2103.The geoid height was determined by GEOID03.
 MB2103
 MB2103;                    North         East     Units Scale Factor Converg.
 MB2103;SPC OH N     -   250,663.928   740,946.803   MT  1.00004765   +1 06 57.9
 MB2103;UTM  17      - 4,639,968.485   516,494.197   MT  0.99960335   +0 07 58.3
 MB2103
 MB2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2103!SPC OH N     -   0.99997786  x   1.00004765  =   1.00002551
 MB2103!UTM  17      -   0.99997786  x   0.99960335  =   0.99958122
 MB2103
 MB2103:                Primary Azimuth Mark                     Grid Az
 MB2103:SPC OH N     -  ASHTABULA HBR INN BRKWTR LT              077 45 45.4
 MB2103:UTM  17      -  ASHTABULA HBR INN BRKWTR LT              078 44 45.0
 MB2103
 MB2103|---------------------------------------------------------------------|
 MB2103| PID    Reference Object                     Distance      Geod. Az  |
 MB2103|                                                           dddmmss.s |
 MB2103| MB2100 ASHTABULA HBR INN BRKWTR LT         APPROX. 0.6 KM 0785243.3 |
 MB2103| MB2093 ASHTABULA CEI PLANT C STACK         APPROX. 3.4 KM 0893005.3 |
 MB2103| MB2095 ASHTABULA CEI PLANT AB STACK        APPROX. 2.6 KM 0953212.1 |
 MB2103| MB2102 ASHTABULA HBR WEST PIER LT          315.855 METERS 14344     |
 MB2103|---------------------------------------------------------------------|
 MB2103
 MB2103                          SUPERSEDED SURVEY CONTROL
 MB2103
 MB2103  NAD 83(1986)-  41 54 41.37471(N)    080 48 04.00716(W) AD(       ) 2
 MB2103  NAD 27      -  41 54 41.19435(N)    080 48 04.69152(W) AD(       ) 2
 MB2103  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 MB2103
 MB2103.Superseded values are not recommended for survey control.
 MB2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2103.See file dsdata.txt to determine how the superseded data were derived.
 MB2103
 MB2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1649439968(NAD 83)
 MB2103_MARKER: DD = SURVEY DISK
 MB2103_SETTING: 0 = UNSPECIFIED SETTING
 MB2103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2103
 MB2103  HISTORY     - Date     Condition        Report By
 MB2103  HISTORY     - 1974     MONUMENTED       USLS
 MB2103  HISTORY     - 19931029 MARK NOT FOUND   OHDT
 MB2103  HISTORY     - 19960707 MARK NOT FOUND   USPSQD
 MB2103  HISTORY     - 20060917 MARK NOT FOUND   GEOCAC
 MB2103
 MB2103                          STATION DESCRIPTION
 MB2103
 MB2103'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2103'THIRD ORDER, CLASS II EODM TRAVERSE STATION - POSITIONED DIRECT
 MB2103'BY RANGE/AZIMUTH OBSERVED FROM ASHTABULA LSC 1974
 MB2103'
 MB2103'THE STATION IS LOCATED ON THE SOUTHERN SHORE OF LAKE ERIE, IN
 MB2103'ASHTABULA HARBOR, ATOP THE WESTERN RIP RAP BREAKWALL.
 MB2103'
 MB2103'TO REACH THE STATION FROM THE INTERSECTION OF LAKE AVENUE
 MB2103'AND WEST FIFTH STREET (BOTH STATE HIGHWAY 531) PROCEED NORTH ON
 MB2103'LAKE AVENUE TO WALNUT BEACH PARK AND THE WESTERN BREAKWALL.  ON
 MB2103'FOOT, PROCEED OUT THE RIP RAP BREAKWALL TO THE STATION WHICH
 MB2103'IS LOCATED APPROXIMATELY 2000 FEET SOUTH OF THE WEST BREAKWATER
 MB2103'LIGHT.
 MB2103'
 MB2103'STATION MARK IS A STANDARD BLANK BRONZE DISC EPOXIED FLUSH
 MB2103'ATOP A BLOCK IN THE RIP RAP BREAKWALL.
 MB2103'
 MB2103'NO REFERENCE MARKS WERE SET.  AZIMUTH REFERENCE MAY BE
 MB2103'OBTAINED FROM KNOWN VISIBLE OBJECTS IN ASHTABULA HARBOR.  EXCELLENT
 MB2103'VISIBILITY IS AFFORDED TO ALL POINTS SEAWARD AND ALONG THE COAST.
 MB2103
 MB2103                          STATION RECOVERY (1993)
 MB2103
 MB2103'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2103'MARK NOT FOUND.
 MB2103
 MB2103                          STATION RECOVERY (1996)
 MB2103
 MB2103'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2103'MARK NOT FOUND.
 MB2103
 MB2103                          STATION RECOVERY (2006)
 MB2103
 MB2103'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1996 ***********************************************************************
 HY1996  DESIGNATION -  AC
 HY1996  PID         -  HY1996
 HY1996  STATE/COUNTY-  OH/GALLIA
 HY1996  USGS QUAD   -  PATRIOT (1990)
 HY1996
 HY1996                         *CURRENT SURVEY CONTROL
 HY1996  ___________________________________________________________________
 HY1996* NAD 83(1986)-  38 50 17.     (N)    082 26 27.     (W)     SCALED    
 HY1996* NAVD 88     -       213.731  (meters)     701.22   (feet)  ADJUSTED  
 HY1996  ___________________________________________________________________
 HY1996  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY1996  DYNAMIC HT  -         213.594 (meters)     700.77  (feet)  COMP
 HY1996  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 HY1996
 HY1996  VERT ORDER  -  SECOND    CLASS 0
 HY1996
 HY1996.The horizontal coordinates were scaled from a topographic map and have
 HY1996.an estimated accuracy of +/- 6 seconds.
 HY1996
 HY1996.The orthometric height was determined by differential leveling
 HY1996.and adjusted by the National Geodetic Survey in June 1991..
 HY1996
 HY1996.The geoid height was determined by GEOID03.
 HY1996
 HY1996.The dynamic height is computed by dividing the NAVD 88
 HY1996.geopotential number by the normal gravity value computed on the
 HY1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1996.degrees latitude (g = 980.6199 gals.).
 HY1996
 HY1996.The modeled gravity was interpolated from observed gravity values.
 HY1996
 HY1996;                    North         East    Units  Estimated Accuracy
 HY1996;SPC OH S     -    93,040.      605,140.      MT  (+/- 180 meters Scaled)
 HY1996
 HY1996                          SUPERSEDED SURVEY CONTROL
 HY1996
 HY1996  NGVD 29 (??/??/92)  213.92   (m)          701.8    (f) COMPUTED    2 0
 HY1996
 HY1996.Superseded values are not recommended for survey control.
 HY1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1996.See file dsdata.txt to determine how the superseded data were derived.
 HY1996
 HY1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC749997(NAD 83)
 HY1996_MARKER: N = NAIL
 HY1996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1996_SP_SET: TREE ROOT
 HY1996_STAMPING: AC
 HY1996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1996
 HY1996  HISTORY     - Date     Condition        Report By
 HY1996  HISTORY     - UNK      MONUMENTED       CGS
 HY1996  HISTORY     - 1958     GOOD             NGS
 HY1996
 HY1996                          STATION DESCRIPTION
 HY1996
 HY1996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1996'4.7 MI S FROM THURMAN.
 HY1996'A NAIL AND WASHER STAMPED AC AND SET IN THE WEST ROOT OF AN
 HY1996'18-INCH OAK TREE, 105.1 FEET NORTH-NORTHWEST OF BENCH MARK A 202.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0254 ***********************************************************************
 MC0254  DESIGNATION -  AC=NAIL
 MC0254  PID         -  MC0254
 MC0254  STATE/COUNTY-  OH/HURON
 MC0254  USGS QUAD   -  GREENWICH (1977)
 MC0254
 MC0254                         *CURRENT SURVEY CONTROL
 MC0254  ___________________________________________________________________
 MC0254* NAD 83(1986)-  41 01 20.     (N)    082 35 02.     (W)     SCALED    
 MC0254* NAVD 88     -       317.582  (meters)    1041.93   (feet)  ADJUSTED  
 MC0254  ___________________________________________________________________
 MC0254  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 MC0254  DYNAMIC HT  -         317.436 (meters)    1041.45  (feet)  COMP
 MC0254  MODELED GRAV-     980,153.6   (mgal)                       NAVD 88
 MC0254
 MC0254  VERT ORDER  -  SECOND    CLASS 0
 MC0254
 MC0254.The horizontal coordinates were scaled from a topographic map and have
 MC0254.an estimated accuracy of +/- 6 seconds.
 MC0254
 MC0254.The orthometric height was determined by differential leveling
 MC0254.and adjusted by the National Geodetic Survey in June 1991..
 MC0254
 MC0254.The geoid height was determined by GEOID03.
 MC0254
 MC0254.The dynamic height is computed by dividing the NAVD 88
 MC0254.geopotential number by the normal gravity value computed on the
 MC0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0254.degrees latitude (g = 980.6199 gals.).
 MC0254
 MC0254.The modeled gravity was interpolated from observed gravity values.
 MC0254
 MC0254;                    North         East    Units  Estimated Accuracy
 MC0254;SPC OH N     -   150,530.      592,950.      MT  (+/- 180 meters Scaled)
 MC0254
 MC0254                          SUPERSEDED SURVEY CONTROL
 MC0254
 MC0254  NGVD 29 (??/??/92)  317.739  (m)         1042.45   (f) ADJ UNCH    2 0
 MC0254
 MC0254.Superseded values are not recommended for survey control.
 MC0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0254.See file dsdata.txt to determine how the superseded data were derived.
 MC0254
 MC0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF668424(NAD 83)
 MC0254_MARKER: N = NAIL
 MC0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0254_SP_SET: MAPLE TREE ROOT
 MC0254_STAMPING: AC
 MC0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0254
 MC0254  HISTORY     - Date     Condition        Report By
 MC0254  HISTORY     - UNK      MONUMENTED       CGS
 MC0254  HISTORY     - 1959     GOOD             NGS
 MC0254
 MC0254                          STATION DESCRIPTION
 MC0254
 MC0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MC0254'1.9 MI SE FROM DELPHI.
 MC0254'1.25 MILES EAST ALONG U.S. HIGHWAY 224 FROM THE INTERSECTION OF
 MC0254'NEW STATE ROAD AT DELPHI, THENCE ABOUT 0.65 MILE SOUTH ALONG OLD
 MC0254'STATE ROAD, AT CROSSING OF THE AKRON, CANTON AND YOUNGSTOWN
 MC0254'RAILWAY, SET IN THE WEST ROOT OF A LONE 30-INCH MAPLE TREE, 135
 MC0254'FEET SOUTH-SOUTHEAST AND ACROSS TRACK FROM BM L 248, 51 FEET EAST
 MC0254'OF CENTER LINE OF OLD STATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1867 ***********************************************************************
 HY1867  DESIGNATION -  AD
 HY1867  PID         -  HY1867
 HY1867  STATE/COUNTY-  OH/GALLIA
 HY1867  USGS QUAD   -  PATRIOT (1990)
 HY1867
 HY1867                         *CURRENT SURVEY CONTROL
 HY1867  ___________________________________________________________________
 HY1867* NAD 83(1986)-  38 49 11.     (N)    082 25 08.     (W)     SCALED    
 HY1867* NAVD 88     -       252.382  (meters)     828.02   (feet)  ADJUSTED  
 HY1867  ___________________________________________________________________
 HY1867  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY1867  DYNAMIC HT  -         252.220 (meters)     827.49  (feet)  COMP
 HY1867  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 HY1867
 HY1867  VERT ORDER  -  SECOND    CLASS 0
 HY1867
 HY1867.The horizontal coordinates were scaled from a topographic map and have
 HY1867.an estimated accuracy of +/- 6 seconds.
 HY1867
 HY1867.The orthometric height was determined by differential leveling
 HY1867.and adjusted by the National Geodetic Survey in June 1991..
 HY1867
 HY1867.The geoid height was determined by GEOID03.
 HY1867
 HY1867.The dynamic height is computed by dividing the NAVD 88
 HY1867.geopotential number by the normal gravity value computed on the
 HY1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1867.degrees latitude (g = 980.6199 gals.).
 HY1867
 HY1867.The modeled gravity was interpolated from observed gravity values.
 HY1867
 HY1867;                    North         East    Units  Estimated Accuracy
 HY1867;SPC OH S     -    91,000.      607,040.      MT  (+/- 180 meters Scaled)
 HY1867
 HY1867                          SUPERSEDED SURVEY CONTROL
 HY1867
 HY1867  NGVD 29 (??/??/92)  252.57   (m)          828.6    (f) COMPUTED    2 0
 HY1867
 HY1867.Superseded values are not recommended for survey control.
 HY1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1867.See file dsdata.txt to determine how the superseded data were derived.
 HY1867
 HY1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC768977(NAD 83)
 HY1867_MARKER: N = NAIL
 HY1867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1867_SP_SET: TREE ROOT
 HY1867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1867
 HY1867  HISTORY     - Date     Condition        Report By
 HY1867  HISTORY     - UNK      MONUMENTED       CGS
 HY1867  HISTORY     - 1958     GOOD             NGS
 HY1867
 HY1867                          STATION DESCRIPTION
 HY1867
 HY1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1867'AT GAGE.
 HY1867'A NAIL AND WASHER STAMPED AD AND SET IN THE TOP OF THE NORTHEAST
 HY1867'ROOT OF A 30-INCH OAK TREE, 91 1/2 FEET SOUTH OF BENCH MARK C
 HY1867'202.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6016 ***********************************************************************
 AB6016  CBN         -  This is a Cooperative Base Network Control Station.
 AB6016  DESIGNATION -  ADA
 AB6016  PID         -  AB6016
 AB6016  STATE/COUNTY-  OH/ADAMS
 AB6016  USGS QUAD   -  WEST UNION (1979)
 AB6016
 AB6016                         *CURRENT SURVEY CONTROL
 AB6016  ___________________________________________________________________
 AB6016* NAD 83(1995)-  38 47 10.81898(N)    083 33 24.47965(W)     ADJUSTED  
 AB6016* NAVD 88     -       266.9    (meters)     876.     (feet)  GPS OBS   
 AB6016  ___________________________________________________________________
 AB6016  X           -     558,667.259 (meters)                     COMP
 AB6016  Y           -  -4,946,956.554 (meters)                     COMP
 AB6016  Z           -   3,974,002.317 (meters)                     COMP
 AB6016  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AB6016  ELLIP HEIGHT-         233.76  (meters)          (03/08/05) GPS OBS
 AB6016  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AB6016
 AB6016  HORZ ORDER  -  B
 AB6016  ELLP ORDER  -  FOURTH    CLASS II
 AB6016
 AB6016.The horizontal coordinates were established by GPS observations
 AB6016.and adjusted by the National Geodetic Survey in August 1996..
 AB6016
 AB6016.The orthometric height was determined by GPS observations and a
 AB6016.high-resolution geoid model.
 AB6016
 AB6016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6016
 AB6016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6016
 AB6016.The ellipsoidal height was determined by GPS observations
 AB6016.and is referenced to NAD 83.
 AB6016
 AB6016.The geoid height was determined by GEOID03.
 AB6016
 AB6016;                    North         East     Units Scale Factor Converg.
 AB6016;SPC OH S     -    87,832.009   508,181.550   MT  0.99999000   -0 40 14.0
 AB6016;UTM  17      - 4,296,171.880   277,921.875   MT  1.00020735   -1 36 08.2
 AB6016
 AB6016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6016!SPC OH S     -   0.99996332  x   0.99999000  =   0.99995332
 AB6016!UTM  17      -   0.99996332  x   1.00020735  =   1.00017067
 AB6016
 AB6016                          SUPERSEDED SURVEY CONTROL
 AB6016
 AB6016  ELLIP H (08/20/96)  233.77   (m)                       GP(       ) 4 2
 AB6016
 AB6016.Superseded values are not recommended for survey control.
 AB6016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6016.See file dsdata.txt to determine how the superseded data were derived.
 AB6016
 AB6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC7792296172(NAD 83)
 AB6016_MARKER: DD = SURVEY DISK
 AB6016_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6016_STAMPING: ADA 95
 AB6016_MARK LOGO: OHDT  
 AB6016_PROJECTION: FLUSH
 AB6016_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB6016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6016+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6016_ROD/PIPE-DEPTH: 2.9  meters
 AB6016_SLEEVE-DEPTH  : 1.2 meters
 AB6016
 AB6016  HISTORY     - Date     Condition        Report By
 AB6016  HISTORY     - 1995     MONUMENTED       OHDT
 AB6016
 AB6016                          STATION DESCRIPTION
 AB6016
 AB6016'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995
 AB6016'LOCATED IN ADAMS COUNTY AT THE WEST UNION ODOT COUNTY GARAGE FACILITY,
 AB6016'1.0 KM (0.60 MI) SOUTH OF SR 125 AND SR 41 INTERSECTION.  51 MM
 AB6016'DIAMETER ODOT SURVEY DISK ATOP AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 AB6016'2.9 M (9.5 FT) .  RR SPIKES WERE PLACED IN THE CONCRETE FOR DETECTION.
 AB6016'STAMPED --ADA 95--.  23.8 M (78.1 FT) SOUTHEAST FROM CENTERLINE OF SR
 AB6016'41 AND 0.7 M (2.3 FT) HIGHER THAN CENTERLINE, 9.9 M (32.5 FT)
 AB6016'NORTHEAST FROM NORTHEAST END OF CONCRETE ODOT SIGN, 60.9 M (199.8 FT)
 AB6016'NORTH-NORTHWEST FROM FLAG POLE, 43.9 M (144.0 FT) NORTH-NORTHEAST FROM
 AB6016'A CATCH BASIN AT THE WEST SIDE OF PARKING LOT, 58.1 M (190.6 FT)
 AB6016'NORTH-NORTHWEST FROM NORTHWEST CORNER OF ODOT GARAGE, AND 14.4 M (47.2
 AB6016'FT) SOUTHEAST FROM WITNESS POST SET IN CHAIN LINK FENCE.
 AB6016'OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION, DISTRICT 9
 AB6016'DEPUTY DIRECTOR, 650 EASTERN AVENUE, CHILLICOTHE, OHIO 45601.  THE
 AB6016'MARK IS ACCESSIBLE ONLY BY ARRANGEMENT.  CONTACT THE ODOT ADAMS COUNTY
 AB6016'SUPERINTENDENT, (513) 544-3131, FOR ACCESS TO MARK. NOTE--SLEEVE DEPTH
 AB6016'DOES NOT MEET CLASS A REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2110 ***********************************************************************
 KZ2110  DESIGNATION -  ADA MUNICIPAL TANK
 KZ2110  PID         -  KZ2110
 KZ2110  STATE/COUNTY-  OH/HARDIN
 KZ2110  USGS QUAD   -  ADA (1987)
 KZ2110
 KZ2110                         *CURRENT SURVEY CONTROL
 KZ2110  ___________________________________________________________________
 KZ2110* NAD 83(1995)-  40 46 13.77871(N)    083 49 10.52253(W)     ADJUSTED  
 KZ2110* NAVD 88     -                                                        
 KZ2110  ___________________________________________________________________
 KZ2110  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 KZ2110  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 KZ2110
 KZ2110  HORZ ORDER  -  THIRD
 KZ2110
 KZ2110.The horizontal coordinates were established by classical geodetic methods
 KZ2110.and adjusted by the National Geodetic Survey in April 1998..
 KZ2110
 KZ2110
 KZ2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2110
 KZ2110.The geoid height was determined by GEOID03.
 KZ2110
 KZ2110;                    North         East     Units Scale Factor Converg.
 KZ2110;SPC OH N     -   123,418.240   488,601.410   MT  0.99995252   -0 52 00.9
 KZ2110;UTM  17      - 4,517,105.600   262,033.256   MT  1.00029706   -1 50 31.7
 KZ2110
 KZ2110                          SUPERSEDED SURVEY CONTROL
 KZ2110
 KZ2110  NAD 83(1986)-  40 46 13.78896(N)    083 49 10.53522(W) AD(       ) 4
 KZ2110  NAD 27      -  40 46 13.60000(N)    083 49 10.76600(W) AD(       ) 3
 KZ2110
 KZ2110.Superseded values are not recommended for survey control.
 KZ2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2110.See file dsdata.txt to determine how the superseded data were derived.
 KZ2110
 KZ2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6203317106(NAD 83)
 KZ2110
 KZ2110  HISTORY     - Date     Condition        Report By
 KZ2110  HISTORY     - 1943     MONUMENTED       CGS
 KZ2110
 KZ2110                          STATION DESCRIPTION
 KZ2110
 KZ2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2110'STATION IS LOCATED ON E SIDE OF THE WATER WORKS BUILDING ON THE E
 KZ2110'EDGE OF THE CITY
 KZ2110'OF ADA.  IT IS A 4-LEGGED STEEL STRUCTURE, PAINTED
 KZ2110'SILVER AND ABOUT 150 FEET HIGH.
 KZ2110'THE POINT OBSERVED ON WAS THE SMALL
 KZ2110'BALL ON TOP OF THE TANK.
 KZ2110'
 KZ2110'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET AND E
 KZ2110'LINCOLN AVENUE IN
 KZ2110'ADA GO E 0.15 MILE ON E LINCOLN AVENUE TO AN ALLEY, TURN
 KZ2110'N INTO ALLEY AND GO 0.1 MILE TO TANK
 KZ2110'ON THE RIGHT.
 KZ2110'
 KZ2110'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3002 ***********************************************************************
 JZ3002  DESIGNATION -  ADAM
 JZ3002  PID         -  JZ3002
 JZ3002  STATE/COUNTY-  OH/MONTGOMERY
 JZ3002  USGS QUAD   -  TROTWOOD (1992)
 JZ3002
 JZ3002                         *CURRENT SURVEY CONTROL
 JZ3002  ___________________________________________________________________
 JZ3002* NAD 83(1995)-  39 50 00.05159(N)    084 22 01.89680(W)     ADJUSTED  
 JZ3002* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 JZ3002  ___________________________________________________________________
 JZ3002  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 JZ3002  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JZ3002
 JZ3002  HORZ ORDER  -  FIRST
 JZ3002
 JZ3002.The horizontal coordinates were established by classical geodetic methods
 JZ3002.and adjusted by the National Geodetic Survey in May 1999..
 JZ3002
 JZ3002.The orthometric height was scaled from a topographic map.
 JZ3002
 JZ3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3002
 JZ3002.The geoid height was determined by GEOID03.
 JZ3002
 JZ3002;                    North         East     Units Scale Factor Converg.
 JZ3002;SPC OH S     -   205,181.800   440,182.936   MT  0.99996655   -1 11 05.2
 JZ3002;UTM  16      - 4,412,577.694   725,295.333   MT  1.00022493   +1 41 13.8
 JZ3002
 JZ3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3002!SPC OH S     -   0.99995770  x   0.99996655  =   0.99992425
 JZ3002!UTM  16      -   0.99995770  x   1.00022493  =   1.00018262
 JZ3002
 JZ3002:                Primary Azimuth Mark                     Grid Az
 JZ3002:SPC OH S     -  EVE                                      000 23 33.9
 JZ3002:UTM  16      -  EVE                                      357 31 14.9
 JZ3002
 JZ3002|---------------------------------------------------------------------|
 JZ3002| PID    Reference Object                     Distance      Geod. Az  |
 JZ3002|                                                           dddmmss.s |
 JZ3002| JZ3006 EVE                                 APPROX. 1.1 KM 3591228.7 |
 JZ3002|---------------------------------------------------------------------|
 JZ3002
 JZ3002                          SUPERSEDED SURVEY CONTROL
 JZ3002
 JZ3002  NAD 83(1995)-  39 50 00.05215(N)    084 22 01.90007(W) AD(       ) 1
 JZ3002  NAD 83(1986)-  39 50 00.06415(N)    084 22 01.90483(W) AD(       ) 1
 JZ3002  NAD 27      -  39 49 59.86200(N)    084 22 02.09600(W) AD(       ) 1
 JZ3002
 JZ3002.Superseded values are not recommended for survey control.
 JZ3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3002.See file dsdata.txt to determine how the superseded data were derived.
 JZ3002
 JZ3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2529512578(NAD 83)
 JZ3002_MARKER: DS = TRIANGULATION STATION DISK
 JZ3002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3002_MARK LOGO: CGS   
 JZ3002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3002+STABILITY: SURFACE MOTION
 JZ3002
 JZ3002  HISTORY     - Date     Condition        Report By
 JZ3002  HISTORY     - 1927     MONUMENTED       CGS
 JZ3002  HISTORY     - 1946     MARK NOT FOUND   CGS
 JZ3002
 JZ3002                          STATION DESCRIPTION
 JZ3002
 JZ3002'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3002'STATION IS ABOUT 1-3/4 MILES S AND 1/2 MILE W OF THE TOWN OF SALEM
 JZ3002'(CLAYTON POST OFFICE). IT IS 3.3 METERS (11.1 FEET) W OF THE
 JZ3002'CENTER LINE OF THE DIAMOND MILL RANGE ROAD, 110.9 METERS (363.9 FEET)
 JZ3002'N OF THE CENTER LINE OF THE E AND W SECTION LINE ROAD, AND
 JZ3002'2.3 METERS (7.7 FEET) E OF A FENCE ON THE W SIDE OF THE ROAD.
 JZ3002'
 JZ3002'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3002'
 JZ3002'HEIGHT OF SIGNAL ABOVE STATION MARK-2.0 METERS.
 JZ3002
 JZ3002                          STATION RECOVERY (1946)
 JZ3002
 JZ3002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (GBG)
 JZ3002'THIS STATION, JUST N OF THE INTERSECTION OF THE TOWNSHIP LINE ROAD
 JZ3002'AND DIAMOND MILL ROAD, WAS NOT FOUND AFTER A SEARCH OF ABOUT
 JZ3002'HALF AN HOUR. AN AREA OF ABOUT 4 OR 5 SQUARE FEET IN THE AREA
 JZ3002'INDICATED BY THE DESCRIPTION WAS DUG TO A DEPTH OF ABOUT 15
 JZ3002'INCHES WITH NO TRACE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3449 ***********************************************************************
 KY3449  DESIGNATION -  ADAMS
 KY3449  PID         -  KY3449
 KY3449  STATE/COUNTY-  OH/MUSKINGUM
 KY3449  USGS QUAD   -  OTSEGO (1994)
 KY3449
 KY3449                         *CURRENT SURVEY CONTROL
 KY3449  ___________________________________________________________________
 KY3449* NAD 83(1995)-  40 05 53.16373(N)    081 50 58.57108(W)     ADJUSTED  
 KY3449* NAVD 88     -       344.0    (meters)    1129.     (feet)  GPS OBS   
 KY3449  ___________________________________________________________________
 KY3449  X           -     692,688.919 (meters)                     COMP
 KY3449  Y           -  -4,836,585.010 (meters)                     COMP
 KY3449  Z           -   4,086,523.792 (meters)                     COMP
 KY3449  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 KY3449  ELLIP HEIGHT-         310.39  (meters)          (10/07/05) GPS OBS
 KY3449  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KY3449
 KY3449  HORZ ORDER  -  FIRST
 KY3449  ELLP ORDER  -  FOURTH    CLASS I
 KY3449
 KY3449.The horizontal coordinates were established by GPS observations
 KY3449.and adjusted by the National Geodetic Survey in April 1998..
 KY3449
 KY3449.The orthometric height was determined by GPS observations and a
 KY3449.high-resolution geoid model.
 KY3449
 KY3449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3449
 KY3449.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3449
 KY3449.The ellipsoidal height was determined by GPS observations
 KY3449.and is referenced to NAD 83.
 KY3449
 KY3449.The geoid height was determined by GEOID03.
 KY3449
 KY3449;                    North         East     Units Scale Factor Converg.
 KY3449;SPC OH S     -   233,125.389   655,460.607   MT  1.00001346   +0 24 45.7
 KY3449;SPC OH N     -    48,117.340   655,464.323   MT  1.00008109   +0 25 38.2
 KY3449;UTM  17      - 4,438,991.412   427,581.567   MT  0.99966456   -0 32 50.1
 KY3449
 KY3449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3449!SPC OH S     -   0.99995131  x   1.00001346  =   0.99996477
 KY3449!SPC OH N     -   0.99995131  x   1.00008109  =   1.00003240
 KY3449!UTM  17      -   0.99995131  x   0.99966456  =   0.99961589
 KY3449
 KY3449:                Primary Azimuth Mark                     Grid Az
 KY3449:SPC OH S     -  ADAMS AZ MK                              137 38 41.3
 KY3449:SPC OH N     -  ADAMS AZ MK                              137 37 48.8
 KY3449:UTM  17      -  ADAMS AZ MK                              138 36 17.1
 KY3449
 KY3449|---------------------------------------------------------------------|
 KY3449| PID    Reference Object                     Distance      Geod. Az  |
 KY3449|                                                           dddmmss.s |
 KY3449| CC9690 ADAMS AZ MK                                        1380327.0 |
 KY3449| CC9691 ADAMS RM 1                           32.324 METERS 16156     |
 KY3449| KZ1836 COLUMBUS PHILADELPH AWY BN 3        APPROX.35.0 KM 2562242.4 |
 KY3449| CC9692 ADAMS RM 2                           97.554 METERS 27304     |
 KY3449|---------------------------------------------------------------------|
 KY3449
 KY3449                          SUPERSEDED SURVEY CONTROL
 KY3449
 KY3449  ELLIP H (04/01/98)  310.45   (m)                       GP(       ) 4 1
 KY3449  NAD 83(1986)-  40 05 53.17038(N)    081 50 58.57901(W) AD(       ) 1
 KY3449  NAD 83(1986)-  40 05 53.17088(N)    081 50 58.58728(W) AD(       ) 1
 KY3449  NAD 27      -  40 05 52.90600(N)    081 50 59.12100(W) AD(       ) 1
 KY3449
 KY3449.Superseded values are not recommended for survey control.
 KY3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3449.See file dsdata.txt to determine how the superseded data were derived.
 KY3449
 KY3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2758238991(NAD 83)
 KY3449_MARKER: DS = TRIANGULATION STATION DISK
 KY3449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3449_SP_SET: CONCRETE POST
 KY3449_STAMPING: ADAMS 1933
 KY3449_MARK LOGO: CGS   
 KY3449_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 KY3449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3449+STABILITY: SURFACE MOTION
 KY3449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3449+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1992
 KY3449
 KY3449  HISTORY     - Date     Condition        Report By
 KY3449  HISTORY     - 1933     MONUMENTED       CGS
 KY3449  HISTORY     - 1933     GOOD             CGS
 KY3449  HISTORY     - 1957     GOOD             CGS
 KY3449  HISTORY     - 1972     GOOD             NGS
 KY3449  HISTORY     - 19920909 GOOD             AEP
 KY3449  HISTORY     - 19921216 GOOD             OH-119
 KY3449
 KY3449                          STATION DESCRIPTION
 KY3449
 KY3449'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KY3449'STATION IS ABOUT
 KY3449'2.5 MILES
 KY3449'NORTHWEST OF ADAMSVILLE, 2.6 MILES NORTH OF STATE HIGHWAY
 KY3449'75 AND 9 MILES BY ROAD
 KY3449'SOUTHWEST OF OTSEGO, 2.6 MILES NORTH
 KY3449'OF THE NEWHOPE CHURCH AND ABOUT 250 PACES
 KY3449'WEST OF THE FAIRVIEW
 KY3449'CHURCH.  MARK IS ON THE HIGHEST POINT OF A SMALL, ROUND
 KY3449'TOPPED HILL
 KY3449'ON THE PROPERTY OF O.F. WOHLHETER WHO LIVES AT THE BASE OF
 KY3449'THE HILL ABOUT 250
 KY3449'PACES NORTH OF THE STATION, AND IS 8 INCHES
 KY3449'BELOW THE SURFACE OF THE GROUND.
 KY3449'
 KY3449'TO REACH STATION, FOLLOW STATE HIGHWAY 75 TO THE NEWHOPE
 KY3449'CHURCH 1.4 MILES
 KY3449'EAST OF ADAMSVILLE, TURN WEST AND CONTINUE 0.2
 KY3449'MILE TO A T-ROAD NORTH, TURN NORTH
 KY3449'AND GO 2.2 MILES TO THE
 KY3449'FAIRVIEW CHURCH, THEN TURN WEST AT CROSSROADS AND
 KY3449'CONTINUE 0.15
 KY3449'MILE TO A GATE AND FARM ROAD LEADING NORTH TO THE WOHLHETER FARM,
 KY3449'PASS THROUGH GATE
 KY3449'AND TURN SHARP RIGHT AND GO TO TOP OF HILL AND STATION.
 KY3449'
 KY3449'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KY3449'BRONZE DISKS SET IN CONCRETE.
 KY3449'
 KY3449'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION ON THE TOP OF A
 KY3449'BANK ABOVE THE
 KY3449'ROAD, 3 FEET NORTH OF A FENCE LINE PARALLELING THE
 KY3449'ROAD, 36 FEET EAST OF A 12-FOOT
 KY3449'STUMP USED AS A FENCE POST, AND
 KY3449'PROJECTS 10 INCHES.  REFERENCE MARK NO. 2 IS WEST
 KY3449'OF THE STATION,
 KY3449'93 FEET NORTH OF A GATE AT THE MAIN ROAD, 12 FEET EAST OF FARM
 KY3449'ROAD LEADING TO
 KY3449'THE WOHLHETER FARM, 25 FEET NORTHEAST OF A LARGE
 KY3449'TREE ON THE FENCE LINE ALONG FARM
 KY3449'ROAD, AND PROJECTS 8 INCHES.
 KY3449'
 KY3449'AZIMUTH MARK IS ABOUT 0.7 MILE SOUTH BY EAST OF THE STATION,
 KY3449'1.7 MILES NORTH OF
 KY3449'THE NEWHOPE CHURCH, ON THE SUMMIT OF A SMALL
 KY3449'HILL, ABOUT 200 YARDS SOUTHWEST OF A
 KY3449'WHITE FARMHOUSE OCCUPIED BY
 KY3449'A.B. SLATER, 90 FEET NORTH OF A LARGE PROMINENT TREE,
 KY3449'20 FEET
 KY3449'WEST OF THE CENTER LINE OF THE ROAD, AND PROJECTS 8 INCHES.
 KY3449'ROAD SWINGS
 KY3449'NORTHWEST ABOUT 150 FEET NORTH OF THE MARK.
 KY3449'
 KY3449'A 77-FOOT TOWER WAS ERECTED.
 KY3449
 KY3449                          STATION RECOVERY (1933)
 KY3449
 KY3449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KY3449'RECOVERED IN GOOD CONDITION.
 KY3449
 KY3449                          STATION RECOVERY (1957)
 KY3449
 KY3449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KY3449'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 KY3449'CONDITION.  THE
 KY3449'OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS-
 KY3449'*
 KY3449'THE TREE 25 FEET SOUTHWEST OF R.M. 2 IS GONE AND THE
 KY3449'STUMP 36 FEET
 KY3449'WEST OF R.M. 1 IS GONE.
 KY3449'
 KY3449'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND 208
 KY3449'IN ADAMSVILLE, GO
 KY3449'EAST ON HIGHWAY 75 FOR 1.3 MILES TO A CROSSROAD.  TURN
 KY3449'LEFT AND GO NORTH FOR 2.2 MILES TO
 KY3449'THE FAIRVIEW CHURCH AND CEMETERY ON
 KY3449'THE LEFT.  TURN LEFT AND GO WEST FOR 0.15 MILE TO THE
 KY3449'STATION IN A FIELD ON
 KY3449'THE NORTH SIDE OF THE ROAD.
 KY3449
 KY3449                          STATION RECOVERY (1972)
 KY3449
 KY3449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KY3449'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT GOOD
 KY3449'CONDITION.  THE CONCRETE MONUMENT FOR REFERENCE MARK NO. 2 HAD BEEN
 KY3449'STRUCK, BUT WAS FIRM IN THE GROUND AND WAS NOT ALTERED.  THE
 KY3449'STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED ON ALL
 KY3449'OBJECTS USING THE AZIMUTH MARK AS THE INITIAL.  THE HORIZONTAL
 KY3449'ANGLE OBSERVED THIS DATE CHECKED THE ANGLE OBSERVED FORMERLY ON
 KY3449'REFERENCE MARK NO. 1 WELL WITHIN THE REQUIRED LIMITS.  HOWEVER, THE
 KY3449'ANGLE OBSERVED THIS DATE ON REFERENCE MARK NO. 2 SHOWED A
 KY3449'DISCREPANCY OF -01 FEET 41.5 INCHES AGAINST THE 1933 OBSERVATIONS,
 KY3449'AND -01 FEET 58.5 INCHES AGAINST THE 1957 OBSERVATIONS.  THE ANGLE
 KY3449'OBSERVED THIS DATE BETWEEN THE AZIMUTH MARK AND CUPOLA, FAIRVIEW
 KY3449'CHURCH SHOWED A DISCREPANCY OF +22.0 INCHES AS COMPARED WITH THE
 KY3449'1933 OBSERVATIONS.  LOCAL RESIDENTS SAY THAT THIS CUPOLA HAS BEEN
 KY3449'REPAIRED SEVERAL TIMES DURING THE LAST 40 YEARS, AND THIS MAY
 KY3449'ACCOUNT FOR THE DISCREPANCY.  VERTICAL ANGLES WERE OBSERVED AND
 KY3449'SLOPE MEASUREMENTS MADE TO THE REFERENCE MARKS AND THE DISTANCES
 KY3449'REDUCED TO THE HORIZONTAL.  ALL PREVIOUS MEASUREMENTS TO THE MARKS
 KY3449'WERE MADE SLOPE AND NO COMPARISONS COULD BE MADE.
 KY3449'
 KY3449'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KY3449'
 KY3449'THE STATION IS LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF OTSEGO, ABOUT
 KY3449'2.5 MILES NORTHEAST OF ADAMSVILLE, ABOUT 0.15 OF A MILE
 KY3449'WEST-NORTHWEST OF THE FAIRVIEW COMMUNITY CHURCH AND CEMETERY, AND ON
 KY3449'A SMALL, ROUND, HILL IN OPEN PASTURE LAND OF PROPERTY NOW OWNED BY
 KY3449'MR. DALE LANE, WHO GAVE PERMISSION FOR THE STATION TO REMAIN AND
 KY3449'BE OCCUPIED.
 KY3449'
 KY3449'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 208 AND 93
 KY3449'JUST SOUTH OF THE POST OFFICE IN THE SMALL COMMUNITY OF ADAMSVILLE,
 KY3449'GO EASTERLY ON STATE ROUTE 93 FOR 1.45 MILES TO MUSKINGUM COUNTY
 KY3449'ROAD 18.  HERE TURN LEFT ON MUSKINGUM COUNTY ROAD 18 AND GO
 KY3449'NORTHERLY FOR 0.95 OF A MILE TO A GRAVELED ROAD LEFT, KEEP RIGHT AND
 KY3449'CONTINUE NORTHERLY ON MUSKINGUM COUNTY ROAD 18 FOR 0.45 OF A MILE
 KY3449'TO ADAMS TOWNSHIP ROAD 338 ON THE RIGHT.  HERE KEEP LEFT AND
 KY3449'CONTINUE ON MUSKINGUM COUNTY ROAD 18 IN A GENERAL
 KY3449'NORTH-NORTHEASTERLY DIRECTION FOR 0.5 OF A MILE TO THE AZIMUTH
 KY3449'MARK ON THE LEFT ATOP A BANK AS DESCRIBED.  CONTINUE NORTHERLY
 KY3449'ON MUSKINGUM COUNTY ROAD 18 FOR 0.45 OF A MILE TO A FORK,
 KY3449'KEEP LEFT FORK AND CONTINUE NORTHERLY FOR 0.05 OF A MILE TO AN
 KY3449'EAST-WEST GRAVELED ROAD (ADAMS TOWNSHIP ROAD 336) AND THE FAIRVIEW
 KY3449'COMMUNITY CHURCH AND CEMETERY ON THE LEFT.  HERE TURN LEFT ON
 KY3449'GRAVELED ADAMS TOWNSHIP ROAD 336 AND GO
 KY3449'WEST-NORTHWESTERLY FOR 0.15 OF A MILE TO THE STATION HILL ON THE
 KY3449'RIGHT ABOUT 40 YARDS NORTH.  NOTE--BY PICKING WAY INTO PASTURE JUST
 KY3449'AFTER TURNING LEFT AT THE FAIRVIEW CHURCH, THE STATION HILLTOP CAN
 KY3449'BE DRIVEN TO IN DRY WEATHER.
 KY3449'
 KY3449'THE STATION IS 312 FEET EAST-SOUTHEAST OF POWERLINE POLE NO. 3221,
 KY3449'333 FEET EAST OF THE APPROXIMATE CENTER OF A FARM LANE, 288 FEET
 KY3449'EAST-NORTHEAST OF THE EAST SIDE OF THE EAST ONE OF TWO CRUDE OIL
 KY3449'STORAGE TANKS, 164 FEET WEST-SOUTHWEST OF A TELEPHONE POLE IN THE
 KY3449'PASTURE, 120 FEET NORTH OF THE APPROXIMATE CENTER OF ADAMS
 KY3449'TOWNSHIP ROAD 336, 99 FEET NORTH OF A TELEPHONE POLE, AND ON THE
 KY3449'HIGHEST POINT OF THE HILL.  IT IS A STANDARD DISK SET IN THE TOP OF
 KY3449'A 14-INCH, SQUARE, CONCRETE MONUMENT ABOUT 14 INCHES BELOW THE
 KY3449'SURFACE OF THE GROUND AND THE DISK IS STAMPED ADAMS 1933.  NO
 KY3449'WITNESS POST SET AT OWNERS REQUEST.
 KY3449'
 KY3449'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL ABOUT 12 FEET
 KY3449'BELOW THE GROUND ELEVATION AT THE STATION, 182 FEET SOUTH-SOUTHWEST
 KY3449'OF THE TELEPHONE POLE IN THE PASTURE, 39 FEET EAST OF A TELEPHONE
 KY3449'POLE, 22 FEET NORTH OF THE APPROXIMATE CENTER OF ADAMS TOWNSHIP
 KY3449'ROAD 336, AND ON A BANK ABOUT 12 FEET ABOVE THE LEVEL OF THE ROAD.
 KY3449'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 KY3449'MONUMENT THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED ADAMS NO 1
 KY3449'1933.
 KY3449'
 KY3449'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL ABOUT 30 FEET
 KY3449'BELOW THE GROUND ELEVATION AT THE STATION, 128 FEET NORTH OF THE
 KY3449'APPROXIMATE CENTER OF ADAMS TOWNSHIP ROAD 336, 53 FEET
 KY3449'NORTH-NORTHWEST OF THE NORTH EDGE OF THE WEST ONE OF TWO CRUDE OIL
 KY3449'STORAGE TANKS, 49 FEET SOUTH-SOUTHEAST OF POWERLINE POLE NO. 3221,
 KY3449'11 FEET EAST OF THE APPROXIMATE CENTER OF THE FARM LANE, AND ON A
 KY3449'BANK ABOUT 4 FEET ABOVE THE LEVEL OF THE LANE.  IT IS A STANDARD
 KY3449'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 KY3449'PROJECTS 12 INCHES AND THE DISK IS STAMPED ADAMS NO 2 1933.
 KY3449'
 KY3449'THE COMPUTED HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 KY3449'REFERENCE MARK NO. 2 IS 371.64 FEET - (113.276) METERS.
 KY3449'
 KY3449'THE AZIMUTH MARK IS ABOUT 0.6 OF A MILE SOUTHEAST OF THE STATION, 114
 KY3449'FEET NORTH OF A TELEPHONE POLE AND FENCE CORNER, 71 FEET NORTHWEST
 KY3449'AND ACROSS MUSKINGUM COUNTY ROAD 18 FROM A POWERLINE POLE, 51 FEET
 KY3449'SOUTH OF A TELEPHONE POLE, 22 FEET WEST OF THE APPROXIMATE CENTER
 KY3449'OF MUSKINGUM COUNTY ROAD 18, 0.9 OF A FOOT SOUTH OF A METAL
 KY3449'WITNESS POST AND SIGN, AND ON A BANK ABOUT 5 FEET ABOVE THE LEVEL OF
 KY3449'THE ROAD AND DIRECTLY UNDER A TELEPHONE LINE.  IT IS A STANDARD
 KY3449'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE
 KY3449'MONUMENT THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED ADAMS
 KY3449'AZIMUTH 1933.
 KY3449'
 KY3449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MILES
 KY3449'NE. OF ADAMSVILLE.
 KY3449
 KY3449                          STATION RECOVERY (1992)
 KY3449
 KY3449'RECOVERY NOTE BY AMERICAN ELECTRIC POWER 1992
 KY3449'RECOVERED IN GOOD CONDITION.
 KY3449
 KY3449                          STATION RECOVERY (1992)
 KY3449
 KY3449'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 KY3449'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 1 WAS
 KY3449'NOT RECOVERED.  REFERENCE MARK NO 2 AND THE AZIMUTH MARK WAS RECOVERED
 KY3449'BUT APPEARED TO BE DISTURBED.  THE AZIMUTH MARK IS VISIBLE FROM THE
 KY3449'STATION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 KY3449' 
 KY3449'THE STATION IS IN THE SW 1/4 OF SECTION 19, TOWNSHIP 3, RANGE 6, ADAMS
 KY3449'TOWNSHIP, ABOUT 14 MI (22.5 KM) NE OF ZANESVILLE, 9 MI (14.5 KM) NW OF
 KY3449'NEW CONCORD, AND 3 MI (4.8 KM) NE OF ZANESVILLE.
 KY3449' 
 KY3449'TO REACH FROM ADAMSVILLE AT THE INTERSECTION OF STATE ROUTES 93 AND
 KY3449'208, GO 1.45 MI (2.33 KM) E ON STATE ROUTE 93 TO THE JUNCTION OF YOUNG
 KY3449'AMERICA ROAD (COUNTY ROAD 18), TURN LEFT ONTO YOUNG AMERICA ROAD N FOR
 KY3449'2.32 MI (3.73 KM) TO THE JUNCTION OF FAIRVIEW CHURCH ROAD (TOWNSHIP
 KY3449'ROAD 18), TURN LEFT ONTO FAIRVIEW CHURCH ROAD N IN FRONT OF THE
 KY3449'FAIRVIEW CHURCH AND CEMETERY FOR 0.06 MI (0.10 KM) TO THE JUNCTION OF
 KY3449'THE E TO W FAIRVIEW CHURCH ROAD (TOWNSHIP ROAD 336), TURN LEFT ONTO
 KY3449'FAIRVIEW CHURCH ROAD W FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 KY3449'RIGHT AT THE HIGHEST POINT ON A HILL.
 KY3449' 
 KY3449'THE DISK IS SET IN A SQUARE CONCRETE MONUMENT 1.3 FT (0.4 M) BELOW
 KY3449'GOUND SURFACE.  IT IS 120 FT (36.6 M) N OF THE CENTERLINE OF FAIRVIEW
 KY3449'CHURCH ROAD, 130 FT (39.6 M) N OF A POWER POLE MARKED (3), AND 333 FT
 KY3449'(101.5 M) E OF THE CENTERLINE OF A FARM LANE, A RAILROAD SPIKE WAS
 KY3449'PLACED ON TOP OF THE MONUMENT FOR METAL DETECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1876 ***********************************************************************
 DI1876  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1876  DESIGNATION -  ADAMS COUNTY CORS ARP
 DI1876  CORS_ID     -  OHAD
 DI1876  PID         -  DI1876
 DI1876  STATE/COUNTY-  OH/ADAMS
 DI1876  USGS QUAD   -  WEST UNION (1979)
 DI1876
 DI1876                         *CURRENT SURVEY CONTROL
 DI1876  ___________________________________________________________________
 DI1876* NAD 83(CORS)-  38 47 09.34722(N)    083 33 22.64758(W)     ADJUSTED  
 DI1876* NAVD 88     -                                                        
 DI1876  ___________________________________________________________________
 DI1876  EPOCH DATE  -        2002.00
 DI1876  X           -     558,715.152 (meters)                     COMP
 DI1876  Y           -  -4,946,986.596 (meters)                     COMP
 DI1876  Z           -   3,973,972.401 (meters)                     COMP
 DI1876  ELLIP HEIGHT-         242.48  (meters)          (10/??/06) GPS OBS
 DI1876  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DI1876
 DI1876  HORZ ORDER  -  SPECIAL (CORS)
 DI1876  ELLP ORDER  -  SPECIAL (CORS)
 DI1876
 DI1876.ITRF positions are available for this station.
 DI1876.The coordinates were established by GPS observations
 DI1876.and adjusted by the National Geodetic Survey in October 2006..
 DI1876.The coordinates are valid at the epoch date displayed above.
 DI1876.The epoch date for horizontal control is a decimal equivalence
 DI1876.of Year/Month/Day.
 DI1876
 DI1876
 DI1876.The PID for the CORS L1 Phase Center is DI1877.
 DI1876
 DI1876.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1876
 DI1876.The ellipsoidal height was determined by GPS observations
 DI1876.and is referenced to NAD 83.
 DI1876
 DI1876.The geoid height was determined by GEOID03.
 DI1876
 DI1876;                    North         East     Units Scale Factor Converg.
 DI1876;SPC OH S     -    87,786.111   508,225.233   MT  0.99999008   -0 40 12.9
 DI1876
 DI1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1876!SPC OH S     -   0.99996196  x   0.99999008  =   0.99995204
 DI1876
 DI1876                          SUPERSEDED SURVEY CONTROL
 DI1876
 DI1876.No superseded survey control is available for this station.
 DI1876
 DI1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC7796596125(NAD 83)
 DI1876_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1876
 DI1876                          STATION DESCRIPTION
 DI1876
 DI1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1876'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1876'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1876'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1876'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1876'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1877 ***********************************************************************
 DI1877  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1877  DESIGNATION -  ADAMS COUNTY CORS L1 PHASE CENTER
 DI1877  CORS_ID     -  OHAD
 DI1877  PID         -  DI1877
 DI1877  STATE/COUNTY-  OH/ADAMS
 DI1877  USGS QUAD   -  WEST UNION (1979)
 DI1877
 DI1877                         *CURRENT SURVEY CONTROL
 DI1877  ___________________________________________________________________
 DI1877* NAD 83(CORS)-  38 47 09.34723(N)    083 33 22.64756(W)     ADJUSTED  
 DI1877* NAVD 88     -                                                        
 DI1877  ___________________________________________________________________
 DI1877  EPOCH DATE  -        2002.00
 DI1877  X           -     558,715.159 (meters)                     COMP
 DI1877  Y           -  -4,946,986.650 (meters)                     COMP
 DI1877  Z           -   3,973,972.445 (meters)                     COMP
 DI1877  ELLIP HEIGHT-         242.55  (meters)          (10/??/06) GPS OBS
 DI1877  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DI1877
 DI1877  HORZ ORDER  -  SPECIAL (CORS)
 DI1877  ELLP ORDER  -  SPECIAL (CORS)
 DI1877
 DI1877.ITRF positions are available for this station.
 DI1877.The coordinates were established by GPS observations
 DI1877.and adjusted by the National Geodetic Survey in October 2006..
 DI1877.The coordinates are valid at the epoch date displayed above.
 DI1877.The epoch date for horizontal control is a decimal equivalence
 DI1877.of Year/Month/Day.
 DI1877
 DI1877
 DI1877.The PID for the CORS ARP is DI1876.
 DI1877
 DI1877.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1877
 DI1877.The ellipsoidal height was determined by GPS observations
 DI1877.and is referenced to NAD 83.
 DI1877
 DI1877.The geoid height was determined by GEOID03.
 DI1877
 DI1877;                    North         East     Units Scale Factor Converg.
 DI1877;SPC OH S     -    87,786.111   508,225.233   MT  0.99999008   -0 40 12.9
 DI1877
 DI1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1877!SPC OH S     -   0.99996195  x   0.99999008  =   0.99995203
 DI1877
 DI1877                          SUPERSEDED SURVEY CONTROL
 DI1877
 DI1877.No superseded survey control is available for this station.
 DI1877
 DI1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC7796596125(NAD 83)
 DI1877_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1877
 DI1877                          STATION DESCRIPTION
 DI1877
 DI1877'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1877'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1877'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1877'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1877'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1877'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1808 ***********************************************************************
 KZ1808  DESIGNATION -  ADARIO
 KZ1808  PID         -  KZ1808
 KZ1808  STATE/COUNTY-  OH/RICHLAND
 KZ1808  USGS QUAD   -  OLIVESBURG (1981)
 KZ1808
 KZ1808                         *CURRENT SURVEY CONTROL
 KZ1808  ___________________________________________________________________
 KZ1808* NAD 83(1995)-  40 59 34.04154(N)    082 28 19.84174(W)     ADJUSTED  
 KZ1808* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 KZ1808  ___________________________________________________________________
 KZ1808  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 KZ1808  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KZ1808
 KZ1808  HORZ ORDER  -  FIRST
 KZ1808
 KZ1808.The horizontal coordinates were established by classical geodetic methods
 KZ1808.and adjusted by the National Geodetic Survey in April 1998..
 KZ1808
 KZ1808.The orthometric height was scaled from a topographic map.
 KZ1808
 KZ1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1808
 KZ1808.The geoid height was determined by GEOID03.
 KZ1808
 KZ1808;                    North         East     Units Scale Factor Converg.
 KZ1808;SPC OH N     -   147,260.736   602,340.902   MT  0.99993999   +0 01 05.8
 KZ1808;UTM  17      - 4,539,000.265   376,172.134   MT  0.99978872   -0 57 56.9
 KZ1808
 KZ1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1808!SPC OH N     -   0.99994796  x   0.99993999  =   0.99988795
 KZ1808!UTM  17      -   0.99994796  x   0.99978872  =   0.99973669
 KZ1808
 KZ1808|---------------------------------------------------------------------|
 KZ1808| PID    Reference Object                     Distance      Geod. Az  |
 KZ1808|                                                           dddmmss.s |
 KZ1808| CE6114 ADARIO RM 1                          26.922 METERS 07718     |
 KZ1808| CE6113 ADARIO AZ MK                                       0802222.9 |
 KZ1808| KZ1786 ORANGE                              APPROX.11.8 KM 0895716.9 |
 KZ1808| CE6115 ADARIO RM 2                          19.980 METERS 18832     |
 KZ1808| KZ1909 SHILOH MUNICIPAL TANK               APPROX.11.2 KM 2560937.1 |
 KZ1808|---------------------------------------------------------------------|
 KZ1808
 KZ1808                          SUPERSEDED SURVEY CONTROL
 KZ1808
 KZ1808  NAD 83(1986)-  40 59 34.04757(N)    082 28 19.85228(W) AD(       ) 1
 KZ1808  NAD 27      -  40 59 33.84922(N)    082 28 20.24562(W) AD(       ) 1
 KZ1808
 KZ1808.Superseded values are not recommended for survey control.
 KZ1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1808.See file dsdata.txt to determine how the superseded data were derived.
 KZ1808
 KZ1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7617239000(NAD 83)
 KZ1808_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1808
 KZ1808  HISTORY     - Date     Condition        Report By
 KZ1808  HISTORY     - 1959     MONUMENTED       CGS
 KZ1808  HISTORY     - 1971     GOOD             OHHD
 KZ1808  HISTORY     - 1973     GOOD             NGS
 KZ1808
 KZ1808                          STATION DESCRIPTION
 KZ1808
 KZ1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1808'THE STATION IS ABOUT 4 MILES NORTH OF ADARIO, 6 MILES WEST OF
 KZ1808'SAVANNAH, 3.5 MILES SOUTHEAST
 KZ1808'OF GREENWICH, NEAR THE HURON-RICHLAND COUNTY LINE, IN THE NORTHWEST
 KZ1808'1/4 OF SECTION 1, T-23-N, R-18-W,
 KZ1808'ON PROPERTY OWNED BY MR. CARL A. WATSON.
 KZ1808'
 KZ1808'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 96,
 KZ1808'ABOUT 8 MILES EAST OF SHELBY,
 KZ1808'GO NORTH ON HIGHWAY 13 FOR 1.3 MILES TO THE JUNCTION OF STATE HIGHWAY
 KZ1808'603 IN THE VILLAGE OF SHENANDOAH.
 KZ1808'CONTINUE NORTH ON HIGHWAY 13 FOR 5.4 MILES TO A
 KZ1808'CROSSROAD AT THE HURON-RICHLAND COUNTY LINE.  TURN
 KZ1808'RIGHT AND GO EAST ON BASE LINE RD.
 KZ1808'0.4 MILE TO A CROSSROAD. (01 GREENWICH ROAD.) CONTINUE EAST ON BASE
 KZ1808'LINE RD. 0.4 MILE TO A LARGE BARN ON
 KZ1808'THE LEFT AND THE STATION ON THE RIGHT IN THE NORTHWEST CORNER OF A
 KZ1808'GARDEN.
 KZ1808'
 KZ1808'STATION MARKS ARE STANDARD DISKS STAMPED ADARIO 1959.  THE SURFACE
 KZ1808'DISK IS SET N A SQUARE
 KZ1808'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 15 FEET EAST OF AN
 KZ1808'8-INCH LOCUST TREE, 24 FEET
 KZ1808'SOUTHEAST OF A FENCE POST IN THE NORTHWEST CORNER OF A FENCELINE, 185
 KZ1808'FEET WEST OF THE NORTHWEST
 KZ1808'CORNER OF MR. WATSONS HOUSE AND 45 FEET SOUTH OF THE CENTERLINE
 KZ1808'OF BASE LINE RD.  A STANDARD METAL WITNESS
 KZ1808'POST WAS SET 3 FEET NORTHWEST OF THE
 KZ1808'MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KZ1808'CONCRETE 30 INCHES BELOW THE SURFACE
 KZ1808'OF THE GROUND.
 KZ1808'
 KZ1808'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ADARIO NO 1 1959, IS
 KZ1808'SET IN A SQUARE CONCRETE POST
 KZ1808'WHICH PROJECTS 3 INCHES.  IT IS 101 FEET WEST OF THE NORTHWEST CORNER
 KZ1808'OF THE HOUSE, 26 FEET SOUTH OF THE
 KZ1808'CENTERLINE OF BASE LINE RD., 4 FEET WEST OF A TELEPHONE
 KZ1808'POLE AND 1 FOOT SOUTH OF AN EAST-WEST FENCELINE.
 KZ1808'
 KZ1808'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ADARIO NO 2 1959, IS
 KZ1808'SET IN A SQUARE CONCRETE POST
 KZ1808'WHICH PROJECTS 3 INCHES.  IT IS 60 FEET SOUTH OF THE 8-INCH TREE, 24
 KZ1808'FEET NORTH OF AN 18-INCH LOCUST TREE
 KZ1808'AND 1 FOOT EAST OF A NORTH-SOUTH FENCELINE.
 KZ1808'
 KZ1808'AZIMUTH MARK IS A STANDARD DISK STAMPED ADARIO 1959, SET IN A SQUARE
 KZ1808'CONCRETE POST WHICH PROJECTS 5
 KZ1808'INCHES.  IT IS 18 FEET WEST OF THE CENTERLINE OF NINEVEH RD., 45 FEET
 KZ1808'SOUTH OF A TELEPHONE POLE AND 1
 KZ1808'FOOT EAST OF A NORTH-SOUTH FENCELINE.  A STANDARD METAL
 KZ1808'WITNESS POST WAS SET 1.5 FEET NORTH OF THE MARK.
 KZ1808'
 KZ1808'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON BASE LINE RD.
 KZ1808'0.7 MILE TO A SIDE ROAD ON
 KZ1808'THE LEFT.  TURN LEFT AND GO NORTH ON NINEVEH RD. 0.15 MILE TO THE
 KZ1808'AZIMUTH MARK ON THE LEFT.
 KZ1808'
 KZ1808'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KZ1808
 KZ1808                          STATION RECOVERY (1971)
 KZ1808
 KZ1808'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1808'ADARIO 1959 RECOVERED GOOD - HAS WITNESS.
 KZ1808'
 KZ1808'ADARIO NO. 1-1959 RECOVERED GOOD - SET WITNESS 1.5 FEET E. OF MARK.
 KZ1808'
 KZ1808'ADARIO NO. 2-1959 RECOVERED GOOD - NO WITNESS.
 KZ1808'
 KZ1808'AZI. ADARIO 1959 RECOVERED POOR - HAS WITNESS POST, NO SIGN.
 KZ1808'
 KZ1808'DESCRIPTION ADEQUATE.
 KZ1808'
 KZ1808'THE PLATE ON AZIMUTH IS BROKEN OFF.  THE STEM IS GOOD.
 KZ1808'
 KZ1808'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES N. OF ADARIO.
 KZ1808
 KZ1808                          STATION RECOVERY (1973)
 KZ1808
 KZ1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KZ1808'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 KZ1808'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND WITH THE CAP PRIED OFF
 KZ1808'AND WITNESS SIGN STOLEN.  A NEW DISK R.M. NO. 3 1973 WAS SET IN THE
 KZ1808'MONUMENT HOLDING THE CENTER OF THE STEM OF OLD DISK.  THE STATION
 KZ1808'COULD NOT BE OCCUPIED DUE TO VERY HEAVY BRUSH, TREES AND POSION
 KZ1808'IVY.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING.
 KZ1808'
 KZ1808'THE STATION MARK IS 2 FEET EAST OF A METAL WITNESS POST AND ON THE
 KZ1808'PROPERTY OF MR. PAUL LVENSER.
 KZ1808'
 KZ1808'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST.
 KZ1808'
 KZ1808'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 KZ1808'NORTH OF ADARIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0404 ***********************************************************************
 HY0404  DESIGNATION -  AE
 HY0404  PID         -  HY0404
 HY0404  STATE/COUNTY-  OH/GALLIA
 HY0404  USGS QUAD   -  RODNEY (1983)
 HY0404
 HY0404                         *CURRENT SURVEY CONTROL
 HY0404  ___________________________________________________________________
 HY0404* NAD 83(1986)-  38 45 27.     (N)    082 19 12.     (W)     SCALED    
 HY0404* NAVD 88     -       173.142  (meters)     568.05   (feet)  ADJUSTED  
 HY0404  ___________________________________________________________________
 HY0404  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HY0404  DYNAMIC HT  -         173.030 (meters)     567.68  (feet)  COMP
 HY0404  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 HY0404
 HY0404  VERT ORDER  -  SECOND    CLASS 0
 HY0404
 HY0404.The horizontal coordinates were scaled from a topographic map and have
 HY0404.an estimated accuracy of +/- 6 seconds.
 HY0404
 HY0404.The orthometric height was determined by differential leveling
 HY0404.and adjusted by the National Geodetic Survey in June 1991..
 HY0404
 HY0404.The geoid height was determined by GEOID03.
 HY0404
 HY0404.The dynamic height is computed by dividing the NAVD 88
 HY0404.geopotential number by the normal gravity value computed on the
 HY0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0404.degrees latitude (g = 980.6199 gals.).
 HY0404
 HY0404.The modeled gravity was interpolated from observed gravity values.
 HY0404
 HY0404;                    North         East    Units  Estimated Accuracy
 HY0404;SPC OH S     -    84,110.      615,650.      MT  (+/- 180 meters Scaled)
 HY0404
 HY0404                          SUPERSEDED SURVEY CONTROL
 HY0404
 HY0404  NGVD 29 (??/??/92)  173.33   (m)          568.7    (f) COMPUTED    2 0
 HY0404
 HY0404.Superseded values are not recommended for survey control.
 HY0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0404.See file dsdata.txt to determine how the superseded data were derived.
 HY0404
 HY0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC853906(NAD 83)
 HY0404_MARKER: N = NAIL
 HY0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0404_SP_SET: TREE ROOT
 HY0404_STAMPING: AE
 HY0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0404
 HY0404  HISTORY     - Date     Condition        Report By
 HY0404  HISTORY     - UNK      MONUMENTED       CGS
 HY0404  HISTORY     - 1958     GOOD             NGS
 HY0404
 HY0404                          STATION DESCRIPTION
 HY0404
 HY0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0404'5.2 MI SE FROM PATRIOT.
 HY0404'1.5 MILES EAST ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HY0404'PATRIOT, THENCE 1.25 MILES SOUTH ALONG STATE HIGHWAY 775, THENCE
 HY0404'2.3 MILES EAST ALONG A NARROW GRAVEL ROAD, THENCE 0.2 MILE SOUTH
 HY0404'ALONG A GRAVEL ROAD, IN SECTION 30, T 4N, R 15W, 162 FEET
 HY0404'SOUTHWEST OF THE CENTER OF THE JUNCTION OF WHITE CEMETERY ROAD
 HY0404'LEADING SOUTHWEST AND UPHILL, 24.2 FEET NORTH-NORTHEAST OF
 HY0404'BENCH MARK N 203, AND SET IN THE TOP OF THE SOUTH ROOT OF A
 HY0404'32-INCH BEECH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7168 ***********************************************************************
 DG7168  DESIGNATION -  AE 104
 DG7168  PID         -  DG7168
 DG7168  STATE/COUNTY-  OH/FRANKLIN
 DG7168  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 DG7168
 DG7168                         *CURRENT SURVEY CONTROL
 DG7168  ___________________________________________________________________
 DG7168* NAD 83(1995)-  39 57 37.58108(N)    083 02 39.55383(W)     ADJUSTED  
 DG7168* NAVD 88     -       217.8    (meters)     715.     (feet)  GPS OBS   
 DG7168  ___________________________________________________________________
 DG7168  X           -     592,873.275 (meters)                     COMP
 DG7168  Y           -  -4,859,639.528 (meters)                     COMP
 DG7168  Z           -   4,074,737.900 (meters)                     COMP
 DG7168  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 DG7168  ELLIP HEIGHT-         184.09  (meters)          (09/23/04) GPS OBS
 DG7168  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DG7168
 DG7168  HORZ ORDER  -  A
 DG7168  ELLP ORDER  -  FOURTH    CLASS I
 DG7168
 DG7168.This is a reference station for the COLUMBUS
 DG7168.National Continuously Operating Reference Station (COLB).
 DG7168
 DG7168.The horizontal coordinates were established by GPS observations
 DG7168.and adjusted by the National Geodetic Survey in September 2004..
 DG7168
 DG7168.The orthometric height was determined by GPS observations and a
 DG7168.high-resolution geoid model.
 DG7168
 DG7168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7168
 DG7168.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7168
 DG7168.The ellipsoidal height was determined by GPS observations
 DG7168.and is referenced to NAD 83.
 DG7168
 DG7168.The geoid height was determined by GEOID03.
 DG7168
 DG7168;                    North         East     Units Scale Factor Converg.
 DG7168;SPC OH S     -   217,780.527   553,492.474   MT  0.99998639   -0 20 43.4
 DG7168;UTM  17      - 4,425,367.503   325,390.191   MT  0.99997535   -1 18 47.9
 DG7168
 DG7168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7168!SPC OH S     -   0.99997112  x   0.99998639  =   0.99995751
 DG7168!UTM  17      -   0.99997112  x   0.99997535  =   0.99994647
 DG7168
 DG7168                          SUPERSEDED SURVEY CONTROL
 DG7168
 DG7168.No superseded survey control is available for this station.
 DG7168
 DG7168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2539025368(NAD 83)
 DG7168_MARKER: I = METAL ROD
 DG7168_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG7168_STAMPING: AE 104
 DG7168_MARK LOGO: OHDT  
 DG7168_PROJECTION: RECESSED 5 CENTIMETERS
 DG7168_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7168+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7168_ROD/PIPE-DEPTH:  3.0 meters
 DG7168_SLEEVE-DEPTH  :  0.9 meters
 DG7168
 DG7168  HISTORY     - Date     Condition        Report By
 DG7168  HISTORY     - 2003     MONUMENTED       OHDT
 DG7168
 DG7168                          STATION DESCRIPTION
 DG7168
 DG7168'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 DG7168'STATION IS LOCATED IN COLUMBUS, AT THE OHIO DEPARTMENT OF
 DG7168'TRANSPORTATION CENTRAL  GARAGE.
 DG7168' 
 DG7168'TO REACH FROM STATE HOUSE (CORNER OF BROAD ST. AND HIGH ST.) IN
 DG7168'COLUMBUS, GO WEST ON  BROAD STREET FOR 2.3 MILES (3.75 KM) TO
 DG7168'INTERCHANGE WITH INTERSTATE HIGHWAY 70.  TURN  RIGHT AS IF ENTERING
 DG7168'WESTBOUND I-70.  MIDWAY UP RAMP, BEAR RIGHT TO THE ENTRANCE TO  ODOT
 DG7168'CENTRAL GARAGE.  CONTINUE NORTH ON ACCESS ROAD FOR 0.2 MILES (0.3 KM)
 DG7168'TO A PARKING  AREA ON RIGHT.
 DG7168' 
 DG7168'STATION IS LOCATED IN THE GRASSY AREA BETWEEN MAIN ACCESS DRIVE AND
 DG7168'THE PARKING AREA,   67 FEET NORTH-NORTHEAST OF NORTHWEST CORNER OF
 DG7168'AERIAL ENGINEERING BUILDING, 74.5 FEET  EAST OF CENTERLINE OF ACCESS
 DG7168'DRIVE, AND 41.5 FEET EAST OF UTILITY POLE.
 DG7168' 
 DG7168'STATION IS A STAINLESS STEEL ROD IN GREASED SLEEVE.  ACCESS TO POINT
 DG7168'IS THROUGH A FIVE  INCH LOGO CAP STAMPED ---AE 104---.  NOTE--THIS IS
 DG7168'A CORS SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3585 ***********************************************************************
 KY3585  DESIGNATION -  AEP 9201
 KY3585  PID         -  KY3585
 KY3585  STATE/COUNTY-  OH/COSHOCTON
 KY3585  USGS QUAD   -  PLAINFIELD (1994)
 KY3585
 KY3585                         *CURRENT SURVEY CONTROL
 KY3585  ___________________________________________________________________
 KY3585* NAD 83(1995)-  40 12 27.77033(N)    081 42 21.14600(W)     ADJUSTED  
 KY3585* NAVD 88     -       318.1    (meters)    1044.     (feet)  GPS OBS   
 KY3585  ___________________________________________________________________
 KY3585  X           -     703,684.461 (meters)                     COMP
 KY3585  Y           -  -4,827,045.944 (meters)                     COMP
 KY3585  Z           -   4,095,810.239 (meters)                     COMP
 KY3585  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 KY3585  ELLIP HEIGHT-         284.46  (meters)          (10/07/05) GPS OBS
 KY3585  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KY3585
 KY3585  HORZ ORDER  -  FIRST
 KY3585  ELLP ORDER  -  FOURTH    CLASS I
 KY3585
 KY3585.The horizontal coordinates were established by GPS observations
 KY3585.and adjusted by the National Geodetic Survey in April 1998..
 KY3585
 KY3585.The orthometric height was determined by GPS observations and a
 KY3585.high-resolution geoid model.
 KY3585
 KY3585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3585
 KY3585.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3585
 KY3585.The ellipsoidal height was determined by GPS observations
 KY3585.and is referenced to NAD 83.
 KY3585
 KY3585.The geoid height was determined by GEOID03.
 KY3585
 KY3585;                    North         East     Units Scale Factor Converg.
 KY3585;SPC OH N     -    60,390.294   667,610.074   MT  1.00005087   +0 31 18.1
 KY3585;UTM  17      - 4,451,050.736   439,929.525   MT  0.99964442   -0 27 20.5
 KY3585
 KY3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3585!SPC OH N     -   0.99995538  x   1.00005087  =   1.00000625
 KY3585!UTM  17      -   0.99995538  x   0.99964442  =   0.99959981
 KY3585
 KY3585                          SUPERSEDED SURVEY CONTROL
 KY3585
 KY3585  ELLIP H (04/01/98)  284.52   (m)                       GP(       ) 4 1
 KY3585  NAD 83(1986)-  40 12 27.77697(N)    081 42 21.15329(W) AD(       ) 1
 KY3585
 KY3585.Superseded values are not recommended for survey control.
 KY3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3585.See file dsdata.txt to determine how the superseded data were derived.
 KY3585
 KY3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3993051051(NAD 83)
 KY3585_MARKER: DD = SURVEY DISK
 KY3585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3585_SP_SET: CONCRETE POST
 KY3585_STAMPING: AEP 9201
 KY3585_MARK LOGO: AEP   
 KY3585_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KY3585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3585+STABILITY: SURFACE MOTION
 KY3585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3585+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KY3585
 KY3585  HISTORY     - Date     Condition        Report By
 KY3585  HISTORY     - 1992     MONUMENTED       AEP
 KY3585
 KY3585                          STATION DESCRIPTION
 KY3585
 KY3585'DESCRIBED BY AMERICAN ELECTRIC POWER 1992
 KY3585'THE STATION IS LOCATED IN COSHOCTON COUNTY ABOUT 0.5 MILESEAST OF
 KY3585'PLAINFIELD, OHIO.
 KY3585'TO REACH THE STATION FROM THE INTERSECTION OF OHIO ROUTE 541 AND OHIO
 KY3585'ROUTE 93 SOUTH OF PLAINFIELD, PROCEED EAST 0.35 MILESALONG ROUTE 541
 KY3585'TO A STRIP MINE HAUL ROAD.  TURN LEFT AND PROCEED NORTHEAST 0.45
 KY3585'MILESALONG HAUL ROAD TO A Y INTERSECTION.  CONTINUE LEFT AT
 KY3585'INTERSECTION 0.25 MILESALONG HAUL ROAD TO A DIM TWO TRACK ROAD ON THE
 KY3585'LEFT.  TURN LEFT PROCEED NORTHWEST TO RIDGE 0.65 MILESALONG DIM TRACK
 KY3585'ROAD TO THE STATION ON THE LEFT.
 KY3585'THE STATION IS AN AEPSC ALUMINUM DISK SET IN THE TOP OF A SIX INCH
 KY3585'ROUND CONCRETE MONUMENT AND PROJECTS APPROXIMATELY THREE INCHES ABOVE
 KY3585'GROUND.  MONUMENT CAN BE LOCATED WITH A MAGNETIC LOCATOR. NOTHING IN
 KY3585'AREA TO REFERENCE TO.  LOCATED IN RECLAIMED STRIP MINE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3586 ***********************************************************************
 KY3586  DESIGNATION -  AEP 9202
 KY3586  PID         -  KY3586
 KY3586  STATE/COUNTY-  OH/COSHOCTON
 KY3586  USGS QUAD   -  WILLS CREEK (1994)
 KY3586
 KY3586                         *CURRENT SURVEY CONTROL
 KY3586  ___________________________________________________________________
 KY3586* NAD 83(1995)-  40 09 20.39055(N)    081 46 08.17786(W)     ADJUSTED  
 KY3586* NAVD 88     -       325.0    (meters)    1066.     (feet)  GPS OBS   
 KY3586  ___________________________________________________________________
 KY3586  X           -     698,905.642 (meters)                     COMP
 KY3586  Y           -  -4,831,513.545 (meters)                     COMP
 KY3586  Z           -   4,091,398.912 (meters)                     COMP
 KY3586  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 KY3586  ELLIP HEIGHT-         291.35  (meters)          (10/07/05) GPS OBS
 KY3586  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KY3586
 KY3586  HORZ ORDER  -  FIRST
 KY3586  ELLP ORDER  -  FOURTH    CLASS I
 KY3586
 KY3586.The horizontal coordinates were established by GPS observations
 KY3586.and adjusted by the National Geodetic Survey in April 1998..
 KY3586
 KY3586.The orthometric height was determined by GPS observations and a
 KY3586.high-resolution geoid model.
 KY3586
 KY3586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3586
 KY3586.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3586
 KY3586.The ellipsoidal height was determined by GPS observations
 KY3586.and is referenced to NAD 83.
 KY3586
 KY3586.The geoid height was determined by GEOID03.
 KY3586
 KY3586;                    North         East     Units Scale Factor Converg.
 KY3586;SPC OH N     -    54,563.689   662,289.495   MT  1.00006477   +0 28 49.0
 KY3586;SPC OH S     -   239,569.551   662,287.160   MT  1.00002650   +0 27 49.9
 KY3586;UTM  17      - 4,445,318.025   434,512.608   MT  0.99965279   -0 29 45.2
 KY3586
 KY3586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3586!SPC OH N     -   0.99995430  x   1.00006477  =   1.00001906
 KY3586!SPC OH S     -   0.99995430  x   1.00002650  =   0.99998080
 KY3586!UTM  17      -   0.99995430  x   0.99965279  =   0.99960710
 KY3586
 KY3586                          SUPERSEDED SURVEY CONTROL
 KY3586
 KY3586  ELLIP H (04/01/98)  291.40   (m)                       GP(       ) 4 1
 KY3586  NAD 83(1986)-  40 09 20.39723(N)    081 46 08.18530(W) AD(       ) 1
 KY3586
 KY3586.Superseded values are not recommended for survey control.
 KY3586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3586.See file dsdata.txt to determine how the superseded data were derived.
 KY3586
 KY3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3451345318(NAD 83)
 KY3586_MARKER: DD = SURVEY DISK
 KY3586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3586_SP_SET: CONCRETE POST
 KY3586_STAMPING: AEP 9202
 KY3586_MARK LOGO: AEP   
 KY3586_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KY3586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3586+STABILITY: SURFACE MOTION
 KY3586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3586+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KY3586
 KY3586  HISTORY     - Date     Condition        Report By
 KY3586  HISTORY     - 1992     MONUMENTED       AEP
 KY3586
 KY3586                          STATION DESCRIPTION
 KY3586
 KY3586'DESCRIBED BY AMERICAN ELECTRIC POWER 1992
 KY3586'THE STATION IS LOCATED IN SOUTHERN COSHOCTON COUNTY NEAR WILLS CREEK
 KY3586'LAKE.
 KY3586'TO REACH THE STATION FROM THE HIGHWAY 83 BRIDGE OVER WILLS CREEK LAKE
 KY3586'PROCEED SOUTH 0.1 MILETO A GRAVEL ROAD ON LEFT.  TURN LEFT AND
 KY3586'PROCEED NORTHEAST 2.2 MILESALONG GRAVEL ROAD TO AN INTERSECTION. TURN
 KY3586'RIGHT AND PROCEED SOUTH 0.8 MILESAND UP HILL TO TOP OF HILL AND AN
 KY3586'INTERSECTION.  TURN LEFT AND PROCEED EAST 0.25 MILESTO AN OIL TANK ON
 KY3586'THE LEFT.  TURN LEFT TO THE STATION ON THE LEFT APPROXIMATE 300 FEET
 KY3586'NORTHWEST OF OIL TANK.
 KY3586'THE STATION IS AN AEPSC ALUMINUM DISK SET IN THE TOP OF A SIX INCH
 KY3586'ROUND CONCRETE MONUMENT AND PROJECTS APPROXIMATELY THREE INCHES ABOVE
 KY3586'THE GORUND.  CAN BE LOCATED WITH A MAGNETIC LOCATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3587 ***********************************************************************
 KY3587  DESIGNATION -  AEP 9203
 KY3587  PID         -  KY3587
 KY3587  STATE/COUNTY-  OH/COSHOCTON
 KY3587  USGS QUAD   -  WILLS CREEK (1994)
 KY3587
 KY3587                         *CURRENT SURVEY CONTROL
 KY3587  ___________________________________________________________________
 KY3587* NAD 83(1995)-  40 11 31.96988(N)    081 50 19.95978(W)     ADJUSTED  
 KY3587* NAVD 88     -       297.2    (meters)     975.     (feet)  GPS OBS   
 KY3587  ___________________________________________________________________
 KY3587  X           -     692,632.745 (meters)                     COMP
 KY3587  Y           -  -4,829,750.435 (meters)                     COMP
 KY3587  Z           -   4,094,482.198 (meters)                     COMP
 KY3587  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 KY3587  ELLIP HEIGHT-         263.69  (meters)          (10/07/05) GPS OBS
 KY3587  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KY3587
 KY3587  HORZ ORDER  -  FIRST
 KY3587  ELLP ORDER  -  FOURTH    CLASS I
 KY3587
 KY3587.The horizontal coordinates were established by GPS observations
 KY3587.and adjusted by the National Geodetic Survey in April 1998..
 KY3587
 KY3587.The orthometric height was determined by GPS observations and a
 KY3587.high-resolution geoid model.
 KY3587
 KY3587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3587
 KY3587.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3587
 KY3587.The ellipsoidal height was determined by GPS observations
 KY3587.and is referenced to NAD 83.
 KY3587
 KY3587.The geoid height was determined by GEOID03.
 KY3587
 KY3587;                    North         East     Units Scale Factor Converg.
 KY3587;SPC OH N     -    58,574.670   656,299.720   MT  1.00005492   +0 26 03.6
 KY3587;UTM  17      - 4,449,428.791   428,594.399   MT  0.99966276   -0 32 29.0
 KY3587
 KY3587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3587!SPC OH N     -   0.99995864  x   1.00005492  =   1.00001355
 KY3587!UTM  17      -   0.99995864  x   0.99966276  =   0.99962141
 KY3587
 KY3587:                Primary Azimuth Mark                     Grid Az
 KY3587:SPC OH N     -  AEP 9204                                 333 42 36.5
 KY3587:UTM  17      -  AEP 9204                                 334 41 09.1
 KY3587
 KY3587|---------------------------------------------------------------------|
 KY3587| PID    Reference Object                     Distance      Geod. Az  |
 KY3587|                                                           dddmmss.s |
 KY3587| KY3588 AEP 9204                            APPROX. 1.4 KM 3340840.1 |
 KY3587|---------------------------------------------------------------------|
 KY3587
 KY3587                          SUPERSEDED SURVEY CONTROL
 KY3587
 KY3587  ELLIP H (04/01/98)  263.75   (m)                       GP(       ) 4 1
 KY3587  NAD 83(1986)-  40 11 31.97666(N)    081 50 19.96740(W) AD(       ) 1
 KY3587
 KY3587.Superseded values are not recommended for survey control.
 KY3587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3587.See file dsdata.txt to determine how the superseded data were derived.
 KY3587
 KY3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2859449429(NAD 83)
 KY3587_MARKER: DD = SURVEY DISK
 KY3587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3587_SP_SET: CONCRETE POST
 KY3587_STAMPING: AEP 9203
 KY3587_MARK LOGO: AEP   
 KY3587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KY3587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3587+STABILITY: SURFACE MOTION
 KY3587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3587+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KY3587
 KY3587  HISTORY     - Date     Condition        Report By
 KY3587  HISTORY     - 1992     MONUMENTED       AEP
 KY3587
 KY3587                          STATION DESCRIPTION
 KY3587
 KY3587'DESCRIBED BY AMERICAN ELECTRIC POWER 1992
 KY3587'THE STATION LOCATED AT THE COLUMBUS SOUTHERN POWER COMPANY LANDFILL
 KY3587'NEAR CONESVILLE, OHIO.
 KY3587'TO REACH THE STATION FROM THE CAUTION LIGHT ON HIGHWAY 83 AT THE
 KY3587'ENTRANCE TO THE CONESVILLE PLANT PROCEED EAST INTO THE LANDFILL ALONG
 KY3587'THE MAIN ROAD A DISTANCE OF APPROXIMATELY 0.3 MILETO A HAUL ROAD.
 KY3587'TURN LEFT AND PROCEED UP THE HAUL ROAD APPROXIMATELY 0.1 MILETO THE
 KY3587'TOP OF THE RIDGE AND THE STATION.
 KY3587'THE STATION IS LOCATED ON TOP OF A RIDGE AT THE AMERICAN ELECTRIC
 KY3587'POWER COMPANY LANDFILL NORTH OF WILLS CREEK DAM.
 KY3587'THE STATION IS AN AEPSC DISK SET IN CONCRETE FLUSH WITH THE GROUND.
 KY3587'THE STATION IS 84.8 FEETSOUTHEAST OF A 36 INCH OAK TREE, 84.5 FEET
 KY3587'WEST OF A ONE HALF INCH SQUARE ROD SET IN CONCRETE IN A SIX INCH PVC
 KY3587'PIPE, AND 3.0 FEETSOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3588 ***********************************************************************
 KY3588  DESIGNATION -  AEP 9204
 KY3588  PID         -  KY3588
 KY3588  STATE/COUNTY-  OH/COSHOCTON
 KY3588  USGS QUAD   -  WILLS CREEK (1994)
 KY3588
 KY3588                         *CURRENT SURVEY CONTROL
 KY3588  ___________________________________________________________________
 KY3588* NAD 83(1995)-  40 12 11.81840(N)    081 50 45.14564(W)     ADJUSTED  
 KY3588* NAVD 88     -       293.7    (meters)     964.     (feet)  GPS OBS   
 KY3588  ___________________________________________________________________
 KY3588  X           -     691,930.100 (meters)                     COMP
 KY3588  Y           -  -4,829,046.996 (meters)                     COMP
 KY3588  Z           -   4,095,418.756 (meters)                     COMP
 KY3588  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 KY3588  ELLIP HEIGHT-         260.15  (meters)          (10/07/05) GPS OBS
 KY3588  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KY3588
 KY3588  HORZ ORDER  -  FIRST
 KY3588  ELLP ORDER  -  FOURTH    CLASS I
 KY3588
 KY3588.The horizontal coordinates were established by GPS observations
 KY3588.and adjusted by the National Geodetic Survey in April 1998..
 KY3588
 KY3588.The orthometric height was determined by GPS observations and a
 KY3588.high-resolution geoid model.
 KY3588
 KY3588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3588
 KY3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3588
 KY3588.The ellipsoidal height was determined by GPS observations
 KY3588.and is referenced to NAD 83.
 KY3588
 KY3588.The geoid height was determined by GEOID03.
 KY3588
 KY3588;                    North         East     Units Scale Factor Converg.
 KY3588;SPC OH N     -    59,799.297   655,694.742   MT  1.00005202   +0 25 47.0
 KY3588;UTM  17      - 4,450,663.061   428,010.591   MT  0.99966380   -0 32 45.7
 KY3588
 KY3588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3588!SPC OH N     -   0.99995919  x   1.00005202  =   1.00001121
 KY3588!UTM  17      -   0.99995919  x   0.99966380  =   0.99962300
 KY3588
 KY3588:                Primary Azimuth Mark                     Grid Az
 KY3588:SPC OH N     -  AEP 9203                                 153 42 36.8
 KY3588:UTM  17      -  AEP 9203                                 154 41 09.5
 KY3588
 KY3588|---------------------------------------------------------------------|
 KY3588| PID    Reference Object                     Distance      Geod. Az  |
 KY3588|                                                           dddmmss.s |
 KY3588| KY3587 AEP 9203                            APPROX. 1.4 KM 1540823.8 |
 KY3588| KY3584 113 FPV ECC                         365.148 METERS 15813     |
 KY3588|---------------------------------------------------------------------|
 KY3588
 KY3588                          SUPERSEDED SURVEY CONTROL
 KY3588
 KY3588  ELLIP H (04/01/98)  260.21   (m)                       GP(       ) 4 1
 KY3588  NAD 83(1986)-  40 12 11.82518(N)    081 50 45.15326(W) AD(       ) 1
 KY3588
 KY3588.Superseded values are not recommended for survey control.
 KY3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3588.See file dsdata.txt to determine how the superseded data were derived.
 KY3588
 KY3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2801150663(NAD 83)
 KY3588_MARKER: DD = SURVEY DISK
 KY3588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3588_SP_SET: CONCRETE POST
 KY3588_STAMPING: AEP 9204
 KY3588_MARK LOGO: AEP   
 KY3588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KY3588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3588+STABILITY: SURFACE MOTION
 KY3588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3588+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KY3588
 KY3588  HISTORY     - Date     Condition        Report By
 KY3588  HISTORY     - 1992     MONUMENTED       AEP
 KY3588
 KY3588                          STATION DESCRIPTION
 KY3588
 KY3588'DESCRIBED BY AMERICAN ELECTRIC POWER 1992
 KY3588'THE STATION IS LOCATED IN COSHOCTON COUNTY, OHIO NORTH OF THE COLUMBUS
 KY3588'SOUTHERN POWER COMPANY LANDFILL NEAR CONESVILLE, OHIO.
 KY3588'TO REACH THE STATION FROM THE INTERSECTION OF FRANKLIN TOWNSHIP 278
 KY3588'AND ROUTE 83 PROCEED 0.4 MILESALONG FRANKLIN TOWNSHIP 278 TO AN
 KY3588'ACCESS GATE ON THE RIGHT WITH A SIGN SLOW CHILDREN AT PLAY. TURN
 KY3588'RIGHT AND PROCEED UPHILL AND ALONG RIDGE 0.25 MILESTO THE STATION.
 KY3588'THE STATION IS AN AEPSC DISK SET IN CONCRETE FLUSH WITH THE GROUND.
 KY3588'THE STATION IS 247.6 FEETEAST OF POWER POLE NUMBER REA COOP 1163 AND
 KY3588'170.5 FEETNORTHEAST OF POWER POLE NUMBER REA COOP 1162.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3589 ***********************************************************************
 KY3589  DESIGNATION -  AEP 9205
 KY3589  PID         -  KY3589
 KY3589  STATE/COUNTY-  OH/COSHOCTON
 KY3589  USGS QUAD   -  CONESVILLE (1994)
 KY3589
 KY3589                         *CURRENT SURVEY CONTROL
 KY3589  ___________________________________________________________________
 KY3589* NAD 83(1995)-  40 11 04.74398(N)    081 52 40.68709(W)     ADJUSTED  
 KY3589* NAVD 88     -       226.1    (meters)     742.     (feet)  GPS OBS   
 KY3589  ___________________________________________________________________
 KY3589  X           -     689,406.294 (meters)                     COMP
 KY3589  Y           -  -4,830,704.527 (meters)                     COMP
 KY3589  Z           -   4,093,794.738 (meters)                     COMP
 KY3589  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 KY3589  ELLIP HEIGHT-         192.52  (meters)          (10/07/05) GPS OBS
 KY3589  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KY3589
 KY3589  HORZ ORDER  -  FIRST
 KY3589  ELLP ORDER  -  FOURTH    CLASS I
 KY3589
 KY3589.The horizontal coordinates were established by GPS observations
 KY3589.and adjusted by the National Geodetic Survey in April 1998..
 KY3589
 KY3589.The orthometric height was determined by GPS observations and a
 KY3589.high-resolution geoid model.
 KY3589
 KY3589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3589
 KY3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3589
 KY3589.The ellipsoidal height was determined by GPS observations
 KY3589.and is referenced to NAD 83.
 KY3589
 KY3589.The geoid height was determined by GEOID03.
 KY3589
 KY3589;                    North         East     Units Scale Factor Converg.
 KY3589;SPC OH N     -    57,710.402   652,976.871   MT  1.00005693   +0 24 31.1
 KY3589;UTM  17      - 4,448,621.531   425,258.620   MT  0.99966877   -0 33 59.5
 KY3589
 KY3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3589!SPC OH N     -   0.99996980  x   1.00005693  =   1.00002673
 KY3589!UTM  17      -   0.99996980  x   0.99966877  =   0.99963858
 KY3589
 KY3589|---------------------------------------------------------------------|
 KY3589| PID    Reference Object                     Distance      Geod. Az  |
 KY3589|                                                           dddmmss.s |
 KY3589| KY3590 AEP 9206                            296.335 METERS 23615     |
 KY3589|---------------------------------------------------------------------|
 KY3589
 KY3589                          SUPERSEDED SURVEY CONTROL
 KY3589
 KY3589  ELLIP H (04/01/98)  192.58   (m)                       GP(       ) 4 1
 KY3589  NAD 83(1986)-  40 11 04.75075(N)    081 52 40.69473(W) AD(       ) 1
 KY3589
 KY3589.Superseded values are not recommended for survey control.
 KY3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3589.See file dsdata.txt to determine how the superseded data were derived.
 KY3589
 KY3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2525948622(NAD 83)
 KY3589_MARKER: DD = SURVEY DISK
 KY3589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3589_SP_SET: CONCRETE POST
 KY3589_STAMPING: MON1 STA N 0.00 E 0.00 ELEV 743.10 9205
 KY3589_MARK LOGO: OHPCO 
 KY3589_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY3589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3589+STABILITY: SURFACE MOTION
 KY3589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3589+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1992
 KY3589
 KY3589  HISTORY     - Date     Condition        Report By
 KY3589  HISTORY     - 1985     MONUMENTED       OHPCO
 KY3589  HISTORY     - 19920910 GOOD
 KY3589
 KY3589                          STATION DESCRIPTION
 KY3589
 KY3589'DESCRIBED BY OHIO POWER COMPANY 1985
 KY3589'THE STATION IS LOCATED AT COLUMBUS SOUTHERN POWER COMPANYS CONESVILLE
 KY3589'POWER PLANT 4 MILESSOUTH OF COSHOCTON OHIO.
 KY3589'THE STATION IS A BRASS DISK SET IN THE TOP OF A SQUARE CONCRETE
 KY3589'MONUMENT STAMPED MON1 STA N 0.00 E 0.00 ELEV 743.10 9205.  THE
 KY3589'STATION IS ON THE LEFT SIDE OF THE ROAD APPROXIMATELY 900 FEETNORTH
 KY3589'OF THE GUARD HOUSE.  INQUIRE AT GUARD HOUSE.
 KY3589
 KY3589                          STATION RECOVERY (1992)
 KY3589
 KY3589'RECOVERED 1992
 KY3589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3590 ***********************************************************************
 KY3590  DESIGNATION -  AEP 9206
 KY3590  PID         -  KY3590
 KY3590  STATE/COUNTY-  OH/COSHOCTON
 KY3590  USGS QUAD   -  CONESVILLE (1994)
 KY3590
 KY3590                         *CURRENT SURVEY CONTROL
 KY3590  ___________________________________________________________________
 KY3590* NAD 83(1995)-  40 10 59.40686(N)    081 52 51.10292(W)     ADJUSTED  
 KY3590* NAVD 88     -       226.0    (meters)     741.     (feet)  GPS OBS   
 KY3590  ___________________________________________________________________
 KY3590  X           -     689,177.349 (meters)                     COMP
 KY3590  Y           -  -4,830,844.430 (meters)                     COMP
 KY3590  Z           -   4,093,668.918 (meters)                     COMP
 KY3590  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 KY3590  ELLIP HEIGHT-         192.44  (meters)          (10/07/05) GPS OBS
 KY3590  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KY3590
 KY3590  HORZ ORDER  -  FIRST
 KY3590  ELLP ORDER  -  FOURTH    CLASS I
 KY3590
 KY3590.The horizontal coordinates were established by GPS observations
 KY3590.and adjusted by the National Geodetic Survey in April 1998..
 KY3590
 KY3590.The orthometric height was determined by GPS observations and a
 KY3590.high-resolution geoid model.
 KY3590
 KY3590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3590
 KY3590.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3590
 KY3590.The ellipsoidal height was determined by GPS observations
 KY3590.and is referenced to NAD 83.
 KY3590
 KY3590.The geoid height was determined by GEOID03.
 KY3590
 KY3590;                    North         East     Units Scale Factor Converg.
 KY3590;SPC OH N     -    57,544.026   652,731.630   MT  1.00005732   +0 24 24.3
 KY3590;UTM  17      - 4,448,459.416   425,010.680   MT  0.99966922   -0 34 06.2
 KY3590
 KY3590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3590!SPC OH N     -   0.99996981  x   1.00005732  =   1.00002713
 KY3590!UTM  17      -   0.99996981  x   0.99966922  =   0.99963904
 KY3590
 KY3590|---------------------------------------------------------------------|
 KY3590| PID    Reference Object                     Distance      Geod. Az  |
 KY3590|                                                           dddmmss.s |
 KY3590| KY3589 AEP 9205                            296.335 METERS 05615     |
 KY3590|---------------------------------------------------------------------|
 KY3590
 KY3590                          SUPERSEDED SURVEY CONTROL
 KY3590
 KY3590  ELLIP H (04/01/98)  192.50   (m)                       GP(       ) 4 1
 KY3590  NAD 83(1986)-  40 10 59.41364(N)    081 52 51.11055(W) AD(       ) 1
 KY3590
 KY3590.Superseded values are not recommended for survey control.
 KY3590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3590.See file dsdata.txt to determine how the superseded data were derived.
 KY3590
 KY3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2501148459(NAD 83)
 KY3590_MARKER: DD = SURVEY DISK
 KY3590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3590_SP_SET: CONCRETE POST
 KY3590_STAMPING: MON.5 EL.742.78 N 0.00 W 972.25
 KY3590_MARK LOGO: OHPCO 
 KY3590_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY3590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3590+STABILITY: SURFACE MOTION
 KY3590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3590+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1992
 KY3590
 KY3590  HISTORY     - Date     Condition        Report By
 KY3590  HISTORY     - 1985     MONUMENTED       OHPCO
 KY3590  HISTORY     - 19920910 GOOD
 KY3590
 KY3590                          STATION DESCRIPTION
 KY3590
 KY3590'DESCRIBED BY OHIO POWER COMPANY 1985
 KY3590'TO STATION IS LOCATED 4 MILESSOUTH OF COSHOCTON OHIO AT THE COLUMBUS
 KY3590'SOUTHERN POWER COMPANY, CONESVILLE POWER PLANT.
 KY3590'THE STATION IS A BRASS DISK IN CONCRETE STAMPED MON.5 EL.742.78 N 0.00
 KY3590'W 972.25. THE STATION IS 30.0 FEETSOUTHWEST OF THE GUARD SHACK AND
 KY3590'20.0 FEETNORTH OF AND ACROSS ROAD FROM THE EMPLOYEE PARKING AREA AND
 KY3590'SURROUNDED BY THREE SIX INCH YELLOW CONCRETE FILLED PIPES.
 KY3590
 KY3590                          STATION RECOVERY (1992)
 KY3590
 KY3590'RECOVERED 1992
 KY3590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1268 ***********************************************************************
 MB1268  DESIGNATION -  AEW
 MB1268  PID         -  MB1268
 MB1268  STATE/COUNTY-  OH/CUYAHOGA
 MB1268  USGS QUAD   -  NORTHFIELD (1994)
 MB1268
 MB1268                         *CURRENT SURVEY CONTROL
 MB1268  ___________________________________________________________________
 MB1268* NAD 83(1986)-  41 22 13.     (N)    081 31 37.     (W)     SCALED    
 MB1268* NAVD 88     -       301.500  (meters)     989.17   (feet)  POSTED    
 MB1268  ___________________________________________________________________
 MB1268  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 MB1268  DYNAMIC HT  -         301.370 (meters)     988.74  (feet)  COMP
 MB1268  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 MB1268
 MB1268  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MB1268
 MB1268.The horizontal coordinates were scaled from a topographic map and have
 MB1268.an estimated accuracy of +/- 6 seconds.
 MB1268
 MB1268.The orthometric height was determined by differential leveling
 MB1268.and adjusted by the National Geodetic Survey in 1992..
 MB1268.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MB1268.rate of 2.1 thru 3.0 mm/km.
 MB1268
 MB1268.The geoid height was determined by GEOID03.
 MB1268
 MB1268.The dynamic height is computed by dividing the NAVD 88
 MB1268.geopotential number by the normal gravity value computed on the
 MB1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1268.degrees latitude (g = 980.6199 gals.).
 MB1268
 MB1268.The modeled gravity was interpolated from observed gravity values.
 MB1268
 MB1268;                    North         East    Units  Estimated Accuracy
 MB1268;SPC OH N     -   189,640.      681,400.      MT  (+/- 180 meters Scaled)
 MB1268
 MB1268                          SUPERSEDED SURVEY CONTROL
 MB1268
 MB1268  NGVD 29 (??/??/92)  301.67   (m)          989.7    (f) COMPUTED    1 2
 MB1268
 MB1268.Superseded values are not recommended for survey control.
 MB1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1268.See file dsdata.txt to determine how the superseded data were derived.
 MB1268
 MB1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF559799(NAD 83)
 MB1268_MARKER: DB = BENCH MARK DISK
 MB1268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1268_SP_SET: CON FOUNDATION
 MB1268_STAMPING: AEW 1934
 MB1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1268
 MB1268  HISTORY     - Date     Condition        Report By
 MB1268  HISTORY     - 1934     MONUMENTED       CGS
 MB1268  HISTORY     - 19940628 MARK NOT FOUND   USPSQD
 MB1268
 MB1268                          STATION DESCRIPTION
 MB1268
 MB1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1268'1.6 MI S FROM BEDFORD.
 MB1268'ALONG THE CANTON TO CLEVELAND LINE OF THE PENNSYLVANIA RAILROAD,
 MB1268'ON TOP OF OLD CONCRETE FOUNDATION BETWEEN TRACKS, 10 FEET NORTH
 MB1268'OF NORTH EDGE OF PAVEMENT OF OHIO HIGHWAY NO. 14, LEVEL WITH TOP
 MB1268'OF RAIL.
 MB1268
 MB1268                          STATION RECOVERY (1994)
 MB1268
 MB1268'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1269 ***********************************************************************
 MB1269  DESIGNATION -  AEW RESET
 MB1269  PID         -  MB1269
 MB1269  STATE/COUNTY-  OH/CUYAHOGA
 MB1269  USGS QUAD   -  NORTHFIELD (1994)
 MB1269
 MB1269                         *CURRENT SURVEY CONTROL
 MB1269  ___________________________________________________________________
 MB1269* NAD 83(1986)-  41 22 12.     (N)    081 31 36.     (W)     SCALED    
 MB1269* NAVD 88     -       302.802  (meters)     993.44   (feet)  ADJUSTED  
 MB1269  ___________________________________________________________________
 MB1269  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 MB1269  DYNAMIC HT  -         302.675 (meters)     993.03  (feet)  COMP
 MB1269  MODELED GRAV-     980,194.8   (mgal)                       NAVD 88
 MB1269
 MB1269  VERT ORDER  -  FIRST     CLASS II
 MB1269
 MB1269.The horizontal coordinates were scaled from a topographic map and have
 MB1269.an estimated accuracy of +/- 6 seconds.
 MB1269
 MB1269.The orthometric height was determined by differential leveling
 MB1269.and adjusted by the National Geodetic Survey in June 1991..
 MB1269
 MB1269.The geoid height was determined by GEOID03.
 MB1269
 MB1269.The dynamic height is computed by dividing the NAVD 88
 MB1269.geopotential number by the normal gravity value computed on the
 MB1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1269.degrees latitude (g = 980.6199 gals.).
 MB1269
 MB1269.The modeled gravity was interpolated from observed gravity values.
 MB1269
 MB1269;                    North         East    Units  Estimated Accuracy
 MB1269;SPC OH N     -   189,600.      681,430.      MT  (+/- 180 meters Scaled)
 MB1269
 MB1269                          SUPERSEDED SURVEY CONTROL
 MB1269
 MB1269  NGVD 29 (06/03/92)  303.018  (m)          994.15   (f) ADJUSTED    1 2
 MB1269
 MB1269.Superseded values are not recommended for survey control.
 MB1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1269.See file dsdata.txt to determine how the superseded data were derived.
 MB1269
 MB1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF559799(NAD 83)
 MB1269_MARKER: DB = BENCH MARK DISK
 MB1269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1269_SP_SET: PIER
 MB1269_STAMPING: AEW RESET 1938
 MB1269_MARK LOGO: CGS   
 MB1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1269
 MB1269  HISTORY     - Date     Condition        Report By
 MB1269  HISTORY     - 1938     MONUMENTED       CGS
 MB1269  HISTORY     - 1983     GOOD             NGS
 MB1269  HISTORY     - 19880827 POOR             USPSQD
 MB1269  HISTORY     - 19940628 GOOD             USPSQD
 MB1269
 MB1269                          STATION DESCRIPTION
 MB1269
 MB1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 MB1269'1.5 MI S FROM BEDFORD.
 MB1269'1.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MB1269'AT BEDFORD, CUYAHOGA COUNTY, AT THE OVERHEAD CROSSING OF STATE
 MB1269'HIGHWAY 8, 20 FEET NORTHWEST OF THE CENTERLINE OF THE OVERPASS,
 MB1269'IN THE EAST FACE OF THE FOOTING OF THE NORTHERNMOST CONCRETE
 MB1269'PIER, 7 FEET WEST OF THE WEST RAIL, AND ABOUT 5-1/2 FEET HIGHER
 MB1269'THAN THE TRACK.  A STANDARD DISK, STAMPED A.E.W. RESET 1938 AND
 MB1269'SET VERTICALLY.
 MB1269
 MB1269                          STATION RECOVERY (1983)
 MB1269
 MB1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1269'RECOVERED IN GOOD CONDITION.  NOTE--THE DISK HAS BEEN STRUCK WITH A
 MB1269'HEAVY INSTRUMENT AND IS BARELY DISCERNIBLE AND SHOULD BE USED WITH
 MB1269'CAUTION.  THE PENNSYLVANIA RAILROAD IS NOW CONRAIL RAILROAD.
 MB1269
 MB1269                          STATION RECOVERY (1988)
 MB1269
 MB1269'RECOVERY NOTE BY US POWER SQUADRON 1988 (GHB)
 MB1269'MARK RECOVERED IN POOR CONDITION.
 MB1269
 MB1269                          STATION RECOVERY (1994)
 MB1269
 MB1269'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0372 ***********************************************************************
 JY0372  DESIGNATION -  AH
 JY0372  PID         -  JY0372
 JY0372  STATE/COUNTY-  OH/MEIGS
 JY0372  USGS QUAD   -  VALES MILLS (1992)
 JY0372
 JY0372                         *CURRENT SURVEY CONTROL
 JY0372  ___________________________________________________________________
 JY0372* NAD 83(1986)-  39 08 26.     (N)    082 15 24.     (W)     SCALED    
 JY0372* NAVD 88     -       244.154  (meters)     801.03   (feet)  ADJUSTED  
 JY0372  ___________________________________________________________________
 JY0372  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JY0372  DYNAMIC HT  -         244.001 (meters)     800.53  (feet)  COMP
 JY0372  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JY0372
 JY0372  VERT ORDER  -  SECOND    CLASS 0
 JY0372
 JY0372.The horizontal coordinates were scaled from a topographic map and have
 JY0372.an estimated accuracy of +/- 6 seconds.
 JY0372
 JY0372.The orthometric height was determined by differential leveling
 JY0372.and adjusted by the National Geodetic Survey in June 1991..
 JY0372
 JY0372.The geoid height was determined by GEOID03.
 JY0372
 JY0372.The dynamic height is computed by dividing the NAVD 88
 JY0372.geopotential number by the normal gravity value computed on the
 JY0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0372.degrees latitude (g = 980.6199 gals.).
 JY0372
 JY0372.The modeled gravity was interpolated from observed gravity values.
 JY0372
 JY0372;                    North         East    Units  Estimated Accuracy
 JY0372;SPC OH S     -   126,650.      621,040.      MT  (+/- 180 meters Scaled)
 JY0372
 JY0372                          SUPERSEDED SURVEY CONTROL
 JY0372
 JY0372  NGVD 29 (??/??/92)  244.34   (m)          801.6    (f) COMPUTED    2 0
 JY0372
 JY0372.Superseded values are not recommended for survey control.
 JY0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0372.See file dsdata.txt to determine how the superseded data were derived.
 JY0372
 JY0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD913331(NAD 83)
 JY0372_MARKER: N = NAIL
 JY0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0372_SP_SET: OAK TREE ROOT
 JY0372_STAMPING: AH
 JY0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0372
 JY0372  HISTORY     - Date     Condition        Report By
 JY0372  HISTORY     - UNK      MONUMENTED       CGS
 JY0372  HISTORY     - 1958     GOOD             NGS
 JY0372
 JY0372                          STATION DESCRIPTION
 JY0372
 JY0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0372'7.6 MI SE FROM VALES MILLS.
 JY0372'3.35 MILES NORTHEAST ALONG STATE HIGHWAY 346 FROM THE BRIDGE
 JY0372'OVER RACCOON CREEK AT VALES MILLES, THENCE 1.65 MILES
 JY0372'SOUTHEAST ALONG STATE HIGHWAY 143 TO A CROSSROAD AND COLUMBIA
 JY0372'TOWNSHIP ELEMENTARY SCHOOL, THENCE 2.25 MILES SOUTHWEST ALONG
 JY0372'A GRAVEL ROAD, ABOUT 85 YARDS NORTH OF THE BOTTOM OF A GRADE,
 JY0372'182.5 FEET NORTHWEST OF AND ACROSS THE ROAD FROM BM K 228,
 JY0372'40 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH OF
 JY0372'GOD PROPHECY CHURCH, AND SET IN THE WEST ROOT OF A 36-INCH RED
 JY0372'OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2987 ***********************************************************************
 KY2987  DESIGNATION -  AIR
 KY2987  PID         -  KY2987
 KY2987  STATE/COUNTY-  OH/SUMMIT
 KY2987  USGS QUAD   -  NORTH CANTON (1994)
 KY2987
 KY2987                         *CURRENT SURVEY CONTROL
 KY2987  ___________________________________________________________________
 KY2987* NAD 83(1995)-  40 55 58.69939(N)    081 26 20.86753(W)     ADJUSTED  
 KY2987* NAVD 88     -       369.2    (meters)    1211.     (feet)  GPS OBS   
 KY2987  ___________________________________________________________________
 KY2987  X           -     718,357.628 (meters)                     COMP
 KY2987  Y           -  -4,771,958.102 (meters)                     COMP
 KY2987  Z           -   4,157,022.628 (meters)                     COMP
 KY2987  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 KY2987  ELLIP HEIGHT-         335.93  (meters)          (10/07/05) GPS OBS
 KY2987  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KY2987
 KY2987  HORZ ORDER  -  FIRST
 KY2987  ELLP ORDER  -  FOURTH    CLASS I
 KY2987
 KY2987.This mark is at Canton Regional Airport (CAK)
 KY2987
 KY2987.The horizontal coordinates were established by GPS observations
 KY2987.and adjusted by the National Geodetic Survey in April 1998..
 KY2987
 KY2987.The orthometric height was determined by GPS observations and a
 KY2987.high-resolution geoid model.
 KY2987
 KY2987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY2987
 KY2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2987
 KY2987.The ellipsoidal height was determined by GPS observations
 KY2987.and is referenced to NAD 83.
 KY2987
 KY2987.The geoid height was determined by GEOID03.
 KY2987
 KY2987;                    North         East     Units Scale Factor Converg.
 KY2987;SPC OH N     -   141,161.221   689,339.470   MT  0.99994189   +0 41 49.0
 KY2987;UTM  17      - 4,531,409.187   463,031.065   MT  0.99961682   -0 17 15.8
 KY2987
 KY2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2987!SPC OH N     -   0.99994731  x   0.99994189  =   0.99988920
 KY2987!UTM  17      -   0.99994731  x   0.99961682  =   0.99956415
 KY2987
 KY2987                          SUPERSEDED SURVEY CONTROL
 KY2987
 KY2987  ELLIP H (05/15/97)  335.92   (m)                       GP(       ) 4 1
 KY2987  NAD 83(1986)-  40 55 58.70541(N)    081 26 20.87168(W) AD(       ) 1
 KY2987  NGVD 29 (07/20/87)  369.4    (m)         1212.     (f) GPS OBS        
 KY2987
 KY2987.Superseded values are not recommended for survey control.
 KY2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2987.See file dsdata.txt to determine how the superseded data were derived.
 KY2987
 KY2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6303131409(NAD 83)
 KY2987_MARKER: DH = HORIZONTAL CONTROL DISK
 KY2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2987_STAMPING: AIR 1983
 KY2987_MARK LOGO: NGS   
 KY2987_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2987+STABILITY: SURFACE MOTION
 KY2987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY2987+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1995
 KY2987
 KY2987  HISTORY     - Date     Condition        Report By
 KY2987  HISTORY     - 1983     MONUMENTED       NGS
 KY2987  HISTORY     - 19950808 GOOD             NGS
 KY2987
 KY2987                          STATION DESCRIPTION
 KY2987
 KY2987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY2987'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 KY2987'
 KY2987'THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) SOUTH-SOUTHWEST FROM
 KY2987'UNIONTOWN, 3.25 KM (2 MI) WEST FROM GREENTOWN, 2 KM (1.25 MI) EAST
 KY2987'FROM GREENSBURG AND AT THE NORTH APPROACH FOR THE NORTH RUNWAY FOR
 KY2987'THE AKRON-CANTON AIRPORT.  OWNERSHIP--AIRPORT PROPERTY.
 KY2987'
 KY2987'TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO SOUTH ON
 KY2987'STATE HIGHWAY 241 (MASSILLON ROAD) FOR 0.1 KM (0.05 MI) TO A
 KY2987'CROSSROADS.  TURN LEFT AND GO EAST ON GREENSBURG ROAD FOR 2.35 KM
 KY2987'(1.45 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED
 KY2987'ROAD FOR 0.35 KM (0.2 MI) TO A SMALL RED AND WHITE FAA BUILDING AND
 KY2987'THE STATION ON THE LEFT TO THE NORTHWEST.
 KY2987'
 KY2987'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 KY2987'---AIR 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 KY2987'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 58.2 METERS
 KY2987'(191.0 FEET) NW FROM THE NORTHWEST CORNER OF THE RED AND WHITE
 KY2987'BUILDING, 67.1 METERS (220.0 FEET) NE FROM THE TENTH APPROACH LIGHT
 KY2987'FROM THE RUNWAY NORTH END, 35.7 METERS (117.0 FEET) N FROM THE CENTER
 KY2987'OF A TRACK ROAD, AND 1.3 METERS (4.4 FEET) S FROM A CARSONITE WITNESS
 KY2987'POST.
 KY2987'
 KY2987'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 KY2987'---AIR 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 KY2987'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 91.5 METERS
 KY2987'(300.0 FEET) E FROM A DEEP NORTH-SOUTH PITCH, 40.5 METERS (133.0
 KY2987'FEET) W FROM THE TOP OF THE NORTHWEST END OF A BANK AT THE RUNWAY,
 KY2987'AND 1.1 METERS (3.5 FEET) N FROM A CARSONITE WITNESS POST.
 KY2987'
 KY2987'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 KY2987'ROAD FOR 0.35 KM (0.2 MI) TO GREENSBURG ROAD.  TURN RIGHT AND GO WEST
 KY2987'ON GREENSBURG ROAD FOR 0.5 KM (0.3 MI) TO A SIDE ROAD LEFT.  TURN
 KY2987'LEFT AND GO SOUTH ON MERCURY ROAD FOR 0.1 KM (0.05 MI) TO A GATE.
 KY2987'(IF GATE IS LOCKED A KEY MAY BE OBTAINED FROM AIRPORT ENGINEERING)
 KY2987'TURN LEFT AND GO SOUTHEAST ACROSS COUNTRY FOR 0.1 KM (0.05 MI) TO THE
 KY2987'DITCH AND THE MARK ON THE NORTHWEST SLOPE OF A HILL LEADING UP TO THE
 KY2987'NORTH RUNWAY FOR THE AIRPORT.
 KY2987
 KY2987                          STATION RECOVERY (1995)
 KY2987
 KY2987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY2987'THE STATION IS LOCATED ABOUT 14 KM (8.70 MI) SOUTH OF AKRON, 3 KM
 KY2987'(1.85 MI) NORTHWEST OF CANTON AT THE AKRON-CANTON REGIONAL AIRPORT, IN
 KY2987'GRASS BETWEEN AN FAA BUILDING AND A LINE OF APPROACH LIGHTS, AND
 KY2987'ACROSS GREENSBURG ROAD FROM RUNWAY END 19.  OWNERSHIP--CONTROLLED BY
 KY2987'SUMMIT AND STAR COUNTIES, 5400 LAUBY ROAD, NORTH CANTON, OH.  44720.
 KY2987'AIRPORT MANAGER IS FRED KRUM.  AIRPORT OPERATIONS IS JIM MYERS. PHONE
 KY2987'216-499-4059.  CONTACT ONE OF THEM FOR AN ESCORT TO THIS STATION.  TO
 KY2987'REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 77 AND
 KY2987'THE AIRPORT ENTRANCE ROAD (EXIT 113) ABOUT 3 KM (1.85 MI) NORTHWEST OF
 KY2987'NORTH CANTON, GO WEST ON THE ENTRANCE ROAD FOR 0.29 KM (0.20 MI) TO A
 KY2987'PAVED CROSSROAD.  TURN RIGHT, NORTHEAST, THEN NORTH, ON THE ROAD FOR
 KY2987'1.85 KM (1.15 MI) TO THE T-JUNCTION OF GREENSBURG ROAD.  TURN LEFT,
 KY2987'WEST, ON GREENSBURG ROAD FOR 0.08 KM (0.05 MI) TO A LOCKED GATE ON THE
 KY2987'RIGHT.  TURN RIGHT, NORTH, ON THE MACADAM ROAD FOR 0.29 KM (0.20 MI)
 KY2987'TO THE FAA BUILDING AND THE STATION ON THE LEFT.  THE STATION IS SET
 KY2987'IN THE TOP OF A 30 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.
 KY2987'IT IS 66.8 M (219.2 FT) EAST-NORTHEAST OF THE TENTH APPROACH LIGHT,
 KY2987'58.2 M (190.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE FAA
 KY2987'BUILDING, 37.5 M (123.0 FT) NORTH OF THE CENTER OF A TRACK ROAD, AND
 KY2987'0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2988 ***********************************************************************
 KY2988  DESIGNATION -  AIR AZ MK
 KY2988  PID         -  KY2988
 KY2988  STATE/COUNTY-  OH/SUMMIT
 KY2988  USGS QUAD   -  NORTH CANTON (1994)
 KY2988
 KY2988                         *CURRENT SURVEY CONTROL
 KY2988  ___________________________________________________________________
 KY2988* NAD 83(1995)-  40 55 41.79133(N)    081 26 29.75828(W)     ADJUSTED  
 KY2988* NAVD 88     -       366.3    (meters)    1202.     (feet)  VERTCON   
 KY2988  ___________________________________________________________________
 KY2988  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 KY2988  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KY2988
 KY2988  HORZ ORDER  -  SECOND
 KY2988
 KY2988.This mark is at Canton Regional Airport (CAK)
 KY2988
 KY2988.The horizontal coordinates were established by classical geodetic methods
 KY2988.and adjusted by the National Geodetic Survey in April 1998..
 KY2988.No horizontal observational check was made to the station.
 KY2988
 KY2988.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY2988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY2988
 KY2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2988
 KY2988.The geoid height was determined by GEOID03.
 KY2988
 KY2988;                    North         East     Units Scale Factor Converg.
 KY2988;SPC OH N     -   140,637.184   689,137.832   MT  0.99994209   +0 41 43.1
 KY2988;UTM  17      - 4,530,888.861   462,820.520   MT  0.99961701   -0 17 21.5
 KY2988
 KY2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2988!SPC OH N     -   0.99994775  x   0.99994209  =   0.99988985
 KY2988!UTM  17      -   0.99994775  x   0.99961701  =   0.99956478
 KY2988
 KY2988                          SUPERSEDED SURVEY CONTROL
 KY2988
 KY2988  NAD 83(1986)-  40 55 41.79744(N)    081 26 29.76268(W) AD(       ) 2
 KY2988  NGVD 29 (07/20/87)  366.5    (m)         1202.     (f) VERT ANG       
 KY2988
 KY2988.Superseded values are not recommended for survey control.
 KY2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2988.See file dsdata.txt to determine how the superseded data were derived.
 KY2988
 KY2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6282130889(NAD 83)
 KY2988_MARKER: DS = TRIANGULATION STATION DISK
 KY2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2988_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2988+STABILITY: SURFACE MOTION
 KY2988
 KY2988  HISTORY     - Date     Condition        Report By
 KY2988  HISTORY     - 1983     MONUMENTED       NGS
 KY2988
 KY2988                          STATION DESCRIPTION
 KY2988
 KY2988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY2988'THE STATION IS LOCATED 6 KM (3.75 MI) SOUTH-SOUTHWEST FROM UNIONTOWN,
 KY2988'3.5 KM (2.25 MI) WEST FROM GREENTOWN AND 1.5 KM (1 MI) EAST FROM
 KY2988'GREENSBURG.  OWNERSHIP--AKRON-CANTON AIRPORT PROPERTY.
 KY2988'
 KY2988'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO SOUTH ON STATE
 KY2988'HIGHWAY 241 (MASSILLON ROAD) FOR 0.1 KM (0.05 MI) TO A CROSSROADS.
 KY2988'TURN LEFT AND GO EAST ON GREENSBORO ROAD FOR 1.85 KM (1.15 MI) TO A
 KY2988'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON MERCURY ROAD FOR 0.1 KM
 KY2988'(0.1 MI) TO A GATE.  (IF GATE IS LOCKED, ACCESS MAY BE OBTAINED FROM
 KY2988'THE AIRPORT ENGINEERING DEPARTMENT).  PASS THROUGH THE GATE, TURN
 KY2988'LEFT AND GO SOUTHEAST ACROSS COUNTRY FOR 0.2 KM (0.1 MI) TO A DEEP
 KY2988'DITCH.  CROSS THE DITCH AND CONTINUE SOUTHEAST ACROSS COUNTRY FOR 0.1
 KY2988'KM (0.05 MI) TO THE STATION ON THE NORTHWEST SLOPE LEADING UP TO THE
 KY2988'AIRPORT NORTH RUNWAY.
 KY2988'
 KY2988'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---AIR
 KY2988'1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE MONUMENT
 KY2988'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 100 YARDS EAST
 KY2988'FROM THE DITCH, 40.5 METERS (133 FEET) WEST FROM THE TOP OF THE HILL
 KY2988'AT THE AIRPORT APPROACH AND 1.1 METERS (3.5 FEET) NORTH FROM A
 KY2988'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2906 ***********************************************************************
 JZ2906  DESIGNATION -  AIR CORPS GRID MON
 JZ2906  PID         -  JZ2906
 JZ2906  STATE/COUNTY-  OH/GREENE
 JZ2906  USGS QUAD   -  FAIRBORN (1992)
 JZ2906
 JZ2906                         *CURRENT SURVEY CONTROL
 JZ2906  ___________________________________________________________________
 JZ2906* NAD 83(1995)-  39 47 10.32920(N)    084 05 02.96913(W)     ADJUSTED  
 JZ2906* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 JZ2906  ___________________________________________________________________
 JZ2906  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 JZ2906  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JZ2906
 JZ2906  HORZ ORDER  -  SECOND
 JZ2906
 JZ2906.This mark is at Wright Patterson Afb Airport (FFO)
 JZ2906
 JZ2906.The horizontal coordinates were established by classical geodetic methods
 JZ2906.and adjusted by the National Geodetic Survey in April 1998..
 JZ2906
 JZ2906.The orthometric height was scaled from a topographic map.
 JZ2906
 JZ2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2906
 JZ2906.The geoid height was determined by GEOID03.
 JZ2906
 JZ2906;                    North         East     Units Scale Factor Converg.
 JZ2906;SPC OH S     -   199,485.251   464,314.010   MT  0.99996045   -1 00 18.6
 JZ2906;UTM  16      - 4,408,095.912   749,689.611   MT  1.00036761   +1 52 00.8
 JZ2906
 JZ2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2906!SPC OH S     -   0.99995878  x   0.99996045  =   0.99991923
 JZ2906!UTM  16      -   0.99995878  x   1.00036761  =   1.00032638
 JZ2906
 JZ2906                          SUPERSEDED SURVEY CONTROL
 JZ2906
 JZ2906  NAD 83(1986)-  39 47 10.33763(N)    084 05 02.97566(W) AD(       ) 2
 JZ2906  NAD 27      -  39 47 10.13100(N)    084 05 03.20300(W) AD(       ) 2
 JZ2906
 JZ2906.Superseded values are not recommended for survey control.
 JZ2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2906.See file dsdata.txt to determine how the superseded data were derived.
 JZ2906
 JZ2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4969008096(NAD 83)
 JZ2906_MARKER: DD = SURVEY DISK
 JZ2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2906_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ2906_STAMPING: 8-80S28-80E
 JZ2906_MARK LOGO: USA   
 JZ2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2906+STABILITY: SURFACE MOTION
 JZ2906
 JZ2906  HISTORY     - Date     Condition        Report By
 JZ2906  HISTORY     - 1945     MONUMENTED       USA
 JZ2906  HISTORY     - 20011230 MARK NOT FOUND   INDIV
 JZ2906
 JZ2906                          STATION DESCRIPTION
 JZ2906
 JZ2906'DESCRIBED BY US ARMY 1945 (WJC)
 JZ2906'THIS IS A STATION OF THE U.S. ARMY AIR CORPS ESTABLISHED BY THE
 JZ2906'ENGINEERING DIVISION OF WRIGHT FIELD.  IT IS A BRONZE STATION DISK
 JZ2906'SET IN A 6- BY 6-INCH CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 JZ2906'ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED 8 - 80 S 28
 JZ2906'- 80 E AND IT IS 970.24 FEET ABOVE SEA LEVEL.  THE TRAVERSE DISTANCE
 JZ2906'IS 43.636 METERS S OF TRIANGULATION STATION INDIAN.
 JZ2906'
 JZ2906'THIS IS A TRAVERSE STATION.
 JZ2906
 JZ2906                          STATION RECOVERY (2001)
 JZ2906
 JZ2906'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RAA)
 JZ2906'AREA DESCRIBED IS NOW OCCUPIED BY A BUILDING, THE FLY WRIGHT CLUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1548 ***********************************************************************
 JY1548  CBN         -  This is a Cooperative Base Network Control Station.
 JY1548  PACS        -  This is a Primary Airport Control Station.
 JY1548  DESIGNATION -  AIRBORNE
 JY1548  PID         -  JY1548
 JY1548  STATE/COUNTY-  OH/CLINTON
 JY1548  USGS QUAD   -  WILMINGTON (1979)
 JY1548
 JY1548                         *CURRENT SURVEY CONTROL
 JY1548  ___________________________________________________________________
 JY1548* NAD 83(1995)-  39 25 40.09642(N)    083 47 51.98156(W)     ADJUSTED  
 JY1548* NAVD 88     -       320.98   (meters)    1053.1    (feet)  GPS OBS   
 JY1548  ___________________________________________________________________
 JY1548  X           -     533,007.981 (meters)                     COMP
 JY1548  Y           -  -4,904,646.022 (meters)                     COMP
 JY1548  Z           -   4,029,298.452 (meters)                     COMP
 JY1548  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 JY1548  ELLIP HEIGHT-         288.24  (meters)          (03/08/05) GPS OBS
 JY1548  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JY1548
 JY1548  HORZ ORDER  -  B
 JY1548  ELLP ORDER  -  FOURTH    CLASS II
 JY1548
 JY1548.This mark is at Airborne Airpark  (ILN)
 JY1548
 JY1548.The horizontal coordinates were established by GPS observations
 JY1548.and adjusted by the National Geodetic Survey in August 1996..
 JY1548
 JY1548.The orthometric height was determined by GPS observations and a
 JY1548.high-resolution geoid model.
 JY1548
 JY1548.GPS derived orthometric heights for airport stations designated as
 JY1548.PACS or SACS are published to 2 decimal places.  This maintains
 JY1548.centimeter relative accuracy between the PACS and SACS.  It does
 JY1548.not indicate centimeter accuracy relative to other marks which are
 JY1548.part of the NAVD 88 network.
 JY1548
 JY1548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1548
 JY1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1548
 JY1548.The ellipsoidal height was determined by GPS observations
 JY1548.and is referenced to NAD 83.
 JY1548
 JY1548.The geoid height was determined by GEOID03.
 JY1548
 JY1548;                    North         East     Units Scale Factor Converg.
 JY1548;SPC OH S     -   159,308.218   488,269.719   MT  0.99993619   -0 49 24.5
 JY1548;UTM  17      - 4,367,988.063   259,182.899   MT  1.00031408   -1 46 39.8
 JY1548
 JY1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1548!SPC OH S     -   0.99995478  x   0.99993619  =   0.99989097
 JY1548!UTM  17      -   0.99995478  x   1.00031408  =   1.00026885
 JY1548
 JY1548:                Primary Azimuth Mark                     Grid Az
 JY1548:SPC OH S     -  AIRBORNE AZ MK                           218 19 41.5
 JY1548:UTM  17      -  AIRBORNE AZ MK                           219 16 56.8
 JY1548
 JY1548|---------------------------------------------------------------------|
 JY1548| PID    Reference Object                     Distance      Geod. Az  |
 JY1548|                                                           dddmmss.s |
 JY1548| JY1551 AIRBORNE AZ MK                      APPROX. 1.2 KM 2173017.0 |
 JY1548|---------------------------------------------------------------------|
 JY1548
 JY1548                          SUPERSEDED SURVEY CONTROL
 JY1548
 JY1548  ELLIP H (08/20/96)  288.29   (m)                       GP(       ) 4 2
 JY1548  NAD 83(1995)-  39 25 40.10267(N)    083 47 51.98835(W) AD(       ) 3
 JY1548  NAD 83(1986)-  39 25 40.10329(N)    083 47 51.98777(W) AD(       ) 3
 JY1548  NAD 27      -  39 25 39.88855(N)    083 47 52.26443(W) AD(       ) 3
 JY1548  NGVD 29 (02/23/89)  321.4    (m)         1054.     (f) GPS OBS        
 JY1548
 JY1548.Superseded values are not recommended for survey control.
 JY1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1548.See file dsdata.txt to determine how the superseded data were derived.
 JY1548
 JY1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5918367988(NAD 83)
 JY1548_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1548_SP_SET: CONCRETE POST
 JY1548_STAMPING: AIRBORNE 1986
 JY1548_MARK LOGO: NGS   
 JY1548_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1548+STABILITY: SURFACE MOTION
 JY1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1548+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 JY1548
 JY1548  HISTORY     - Date     Condition        Report By
 JY1548  HISTORY     - 1986     MONUMENTED       NGS
 JY1548  HISTORY     - 19860615 GOOD             NGS
 JY1548  HISTORY     - 19870729 GOOD
 JY1548  HISTORY     - 19951017 GOOD             NGS
 JY1548  HISTORY     - 20000420 GOOD             WOOLPT
 JY1548
 JY1548                          STATION DESCRIPTION
 JY1548
 JY1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JY1548'THE STATION IS LOCATED 72 KM (45 MILES) NORTHEAST OF CINCINNATI AND 3
 JY1548'KM(2 MI) SOUTHEAST OF WILMINGTON AT THE WILMINGTON/AIRBORNE AIR PARK.
 JY1548'IT IS 1.1 KM (0.7 MI) WEST-NORTHWEST OF THE NEW ADMINISTRATION BUILD-
 JY1548'ING AND IN THE WEST ANGLE OF THE MAIN TAXIWAY AND AN INACTIVE RUNWAY.
 JY1548'THE AIRPORT IS OPERATED BY AIRBORNE EXPRESS, JIM THUMMA, AIRPORT MAN-
 JY1548'AGER, TELEPHONE (513) 382-5591. ACCESS TO THE MARKS WILL PROBABLY BE
 JY1548'DENIED AT NIGHT DURING THE WEEK DUE TO HEAVY AIR TRAFFIC.
 JY1548'TO REACH FROM THE COURTHOUSE IN WILMINGTON GO EAST 4.0 KM (2.5 MILES)
 JY1548'ON STATE ROUTE 73 AND U.S. HIGHWAY 22, THEN TURN RIGHT (SOUTH) CON-
 JY1548'TINUING ON ROUTE 73 FOR 1.9 KM (1.2 MILES), THEN TURN RIGHT AND GO
 JY1548'1.6 KM (1.O MILE) SOUTHWEST ON AIRPORT ROAD TO THE NEW ADMINISTRATION
 JY1548'BUILDING ON THE RIGHT.
 JY1548'THE STATION MARKS ARE STANDARD NGS DISKS STAMPED ---AIRBORNE 1986---.
 JY1548'THE SURFACE MARK IS SET IN A ROUND 30 CM (12 INCHES) FLUSH CONCRETE
 JY1548'MONUMENT 11.9 METERS (39 FEET) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 JY1548'INACTIVE RUNWAY, (39.5 FEET) NORTHWEST OF THE NORTHWEST EDGE
 JY1548'OF THE TAXIWAY AND 0.50 METERS (1.6 FEET) EAST OF A FIBERGLASS WITNESS
 JY1548'POST.  THE UNDERGROUND MARK IS RECESS 102 CM (40 INCHES).
 JY1548'TYPED BY JIM MALONEY 9/03/87.
 JY1548
 JY1548                          STATION RECOVERY (1986)
 JY1548
 JY1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JY1548'THE STATION IS LOCATED ABOUT MIDFIELD S OF RUNWAY 4-22, W OF THE
 JY1548'CLOSED N-S RUNWAY, AND N OF THE PARALLEL TAXIWAY.  IT IS LOCATED 39.5
 JY1548'FT (12.0 M) NW OF THE NW EDGE OF THE TAXIWAY, AND 39.0 FT (11.9 M) SW
 JY1548'OF THE SW EDGE OF THE CLOSED N-S RUNWAY.  THE STATION IS A STANDARD
 JY1548'NGS DISK STAMPED AIRBORNE 1986, SET IN THE TOP OF A 12 INCH DIAMENTER
 JY1548'ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 JY1548
 JY1548                          STATION RECOVERY (1987)
 JY1548
 JY1548'RECOVERED 1987
 JY1548'RECOVERED IN GOOD CONDITION.
 JY1548
 JY1548                          STATION RECOVERY (1995)
 JY1548
 JY1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JY1548'THE STATION IS LOCATED ABOUT 72.0 KM (44.75 MI) NORTHEAST OF
 JY1548'CINCINNATI, OH.  AND 3.0 KM (1.85 MI) SOUTHEAST OF WILMINGTON, OH. AT
 JY1548'THE AIRBORNE AIRPARK.  IN THE GRASS, NEAR AND SOUTHWEST OF THE
 JY1548'JUNCTION OF A CLOSED RUNWAY AND THE MAIN TAXI.  OWNERSHIP--AIRBORNE
 JY1548'EXPRESS, 145 HUNTER DRIVE, WILMINGTON, OH.  45159.  AIRPORT MANAGER
 JY1548'JIM THUMMA, PHONE 513-382-5591.  NOTE--CONTACT 24 HOURS IN ADVANCE
 JY1548'(ESCORT REQUIRED) .  NOTE--THIS STATION WAS SELECTED AS A (PACS) . TO
 JY1548'REACH THE STATION FROM THE COURTHOUSE IN WILMINGTON, GO EAST, 4.0 KM
 JY1548'(2.50 MI) ALONG U.S.  HIGHWAY 22 AND STATE HIGHWAYS 73 AND 3 TO
 JY1548'HIGHWAY 73 RIGHT.  TURN RIGHT, SOUTH, 1.9 KM (1.20 MI) ALONG HIGHWAY
 JY1548'73 TO AIRBORNE ROAD AND AIRPORT ROAD (THE SAME) ON THE RIGHT.  TURN
 JY1548'RIGHT, SOUTH, 1.07 KM (0.65 MI) ALONG AIRPORT ROAD TO RUANE DRIVE ON
 JY1548'THE RIGHT.  TURN RIGHT, NORTHWEST, 0.29 KM (0.20 MI) ALONG RUANE DRIVE
 JY1548'TO A GUARD SHACK ON THE LEFT.  (CHECK WITH GUARD ON DUTY FOR ESCORT) .
 JY1548'STATION IS 17.2 M (56.4 FT) SOUTHWEST OF A TAXI LIGHT AT THE JUNCTION
 JY1548'OF THE CLOSED RUNWAY AND THE MAIN TAXI, 9.3 M (30.5 FT) NORTHWEST OF
 JY1548'THE MAIN TAXIS NORTHWEST EDGE, 0.7 M (2.3 FT) NORTHEAST OF A WITNESS
 JY1548'POST, AND THE MONUMENT IS 0.2 M (0.7 FT) BELOW THE LEVEL OF THE TAXI
 JY1548'AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
 JY1548
 JY1548                          STATION RECOVERY (2000)
 JY1548
 JY1548'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 JY1548'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1551 ***********************************************************************
 JY1551  SACS        -  This is a Secondary Airport Control Station.
 JY1551  DESIGNATION -  AIRBORNE AZ MK
 JY1551  PID         -  JY1551
 JY1551  STATE/COUNTY-  OH/CLINTON
 JY1551  USGS QUAD   -  WILMINGTON (1979)
 JY1551
 JY1551                         *CURRENT SURVEY CONTROL
 JY1551  ___________________________________________________________________
 JY1551* NAD 83(1995)-  39 25 08.05264(N)    083 48 23.68650(W)     ADJUSTED  
 JY1551* NAVD 88     -       319.75   (meters)    1049.0    (feet)  GPS OBS   
 JY1551  ___________________________________________________________________
 JY1551  X           -     532,321.679 (meters)                     COMP
 JY1551  Y           -  -4,905,350.790 (meters)                     COMP
 JY1551  Z           -   4,028,534.180 (meters)                     COMP
 JY1551  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 JY1551  ELLIP HEIGHT-         286.89  (meters)          (10/07/05) GPS OBS
 JY1551  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JY1551
 JY1551  HORZ ORDER  -  FIRST
 JY1551  ELLP ORDER  -  FOURTH    CLASS II
 JY1551
 JY1551.This mark is at Airborne Airpark  (ILN)
 JY1551
 JY1551.The horizontal coordinates were established by GPS observations
 JY1551.and adjusted by the National Geodetic Survey in July 1997..
 JY1551
 JY1551.The orthometric height was determined by GPS observations and a
 JY1551.high-resolution geoid model.
 JY1551
 JY1551.GPS derived orthometric heights for airport stations designated as
 JY1551.PACS or SACS are published to 2 decimal places.  This maintains
 JY1551.centimeter relative accuracy between the PACS and SACS.  It does
 JY1551.not indicate centimeter accuracy relative to other marks which are
 JY1551.part of the NAVD 88 network.
 JY1551
 JY1551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1551
 JY1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1551
 JY1551.The ellipsoidal height was determined by GPS observations
 JY1551.and is referenced to NAD 83.
 JY1551
 JY1551.The geoid height was determined by GEOID03.
 JY1551
 JY1551;                    North         East     Units Scale Factor Converg.
 JY1551;SPC OH S     -   158,331.092   487,497.252   MT  0.99993609   -0 49 44.6
 JY1551;UTM  17      - 4,367,023.569   258,393.968   MT  1.00031877   -1 46 58.8
 JY1551
 JY1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1551!SPC OH S     -   0.99995499  x   0.99993609  =   0.99989109
 JY1551!UTM  17      -   0.99995499  x   1.00031877  =   1.00027375
 JY1551
 JY1551:                Primary Azimuth Mark                     Grid Az
 JY1551:SPC OH S     -  AIRBORNE                                 038 19 41.4
 JY1551:UTM  17      -  AIRBORNE                                 039 16 55.6
 JY1551
 JY1551|---------------------------------------------------------------------|
 JY1551| PID    Reference Object                     Distance      Geod. Az  |
 JY1551|                                                           dddmmss.s |
 JY1551| JY1548 AIRBORNE                            APPROX. 1.2 KM 0372956.8 |
 JY1551|---------------------------------------------------------------------|
 JY1551
 JY1551                          SUPERSEDED SURVEY CONTROL
 JY1551
 JY1551  ELLIP H (07/02/97)  286.94   (m)                       GP(       ) 4 2
 JY1551  NAD 83(1995)-  39 25 08.05915(N)    083 48 23.69308(W) AD(       ) 3
 JY1551  NAD 83(1986)-  39 25 08.05979(N)    083 48 23.69249(W) AD(       ) 3
 JY1551  NAD 27      -  39 25 07.84497(N)    083 48 23.96818(W) AD(       ) 3
 JY1551  NGVD 29 (02/23/89)  320.0    (m)         1050.     (f) GPS OBS        
 JY1551
 JY1551.Superseded values are not recommended for survey control.
 JY1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1551.See file dsdata.txt to determine how the superseded data were derived.
 JY1551
 JY1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5839467024(NAD 83)
 JY1551_MARKER: DZ = AZIMUTH MARK DISK
 JY1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1551_SP_SET: CONCRETE POST
 JY1551_STAMPING: AIRBORNE 1986
 JY1551_MARK LOGO: NGS   
 JY1551_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1551+STABILITY: SURFACE MOTION
 JY1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1551+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1995
 JY1551
 JY1551  HISTORY     - Date     Condition        Report By
 JY1551  HISTORY     - 1986     MONUMENTED       NGS
 JY1551  HISTORY     - 19860615 GOOD             NGS
 JY1551  HISTORY     - 19870804 GOOD
 JY1551  HISTORY     - 19951017 GOOD             NGS
 JY1551
 JY1551                          STATION DESCRIPTION
 JY1551
 JY1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JY1551'THE STATION IS LOCATED 72 KM (45 MILES) NORTHEAST OF CINCINNATI AND 3
 JY1551'KM (2 MILES) SOUTHEAST OF WILMINGTON AT THE WILMINGTON/ AIRBORNE AIR-
 JY1551'PARK.  IT IS 2.2 KM (1.4 MILES) SOUTHWEST OF THE NEW ADMINISTRATION
 JY1551'BUILDING AND AT THE SOUTHWEST END OF THE MAIN TAXIWAY NEAR THE
 JY1551'THRESHOLD.  THE AIRPORT IS OPERATED BY AIRBORNE EXPRESS, JIM THUMMA,
 JY1551'AIRPORT MANAGER, TELEPHONE (513 382-5591.  ACCESS TO THE STATION WILL
 JY1551'PROBABLY BE DENIED AT NIGHT DURING THE WEEK DUE TO HEAVY AIR TRAFFIC.
 JY1551'TO REACH FROM THE COURTHOUSE IN WILMINGTON GO EAST 4.0 KM (2.5 MILES)
 JY1551'ON STATE ROUTE 73 AND U.S. HIGHWAY 22, THEN TURN RIGHT (SOUTH)
 JY1551'CONTINUING ON ROUTE 73 FOR 1.9 KM (1.2 MILES), THEN TURN RIGHT AND GO
 JY1551'1.6 KM (1.0 MILES) SOUTHWEST ON AIRPORT ROAD TO THE NEW ADMINISTRA-
 JY1551'TION BUILDING ON THE RIGHT.
 JY1551'THE STATION MARKS ARE STANDARD NGS AZIMUTH MARK DISKS STAMPED
 JY1551'----AIRBORNE 1986----.  THE SURFACE MARK IS SET IN A 30 CM (12 INCH)
 JY1551'DIAMETER FLUSH CONCRETE MONUMENT ABOUT 90 METERS (294 FEET) NORTHEAST
 JY1551'OF THE SOUTHWEST END OF THE TAXIWAY, 13.53 M (44.44 FT) NORTHWEST
 JY1551'OF THE NORTHWEST EDGE OF THE TAXIWAY, 10.82 METERS (35.5 FEET) WEST-
 JY1551'SOUTHWEST OF THE BLUE TAXIWAY LIGHT NEAREST THE NORTHWEST EDGE OF THE
 JY1551'THRESHOLD AND MARKED BY A CHISELED CROSS ON ITS CONCRETE BASE AND
 JY1551'0.36 METERS (1.2) FEET EAST OF A FIBERGLASS WITNESS POST.
 JY1551'TYPED BY JIM MALONEY 9/03/87.
 JY1551
 JY1551                          STATION RECOVERY (1986)
 JY1551
 JY1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JY1551'THE STATION IS LOCATED AT THE SW END OF THE AIRPORT IN A GRASSY AREA
 JY1551'BETWEEN RUNWAY 4-22 AND THE PARALLEL TAXIWAY.  IT IS LOCATED 44.44 FT
 JY1551'(13.55 M) NW OF THE NW EDGE OF THE TAXIWAY, 35.5 FT (10.8 M) WSW OF
 JY1551'THE TAXIWAY LIGHT NEAREST THE THRESHOLD BAR, AND ON LINE WITH A ROW OF
 JY1551'RED LIGHTS.  THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED
 JY1551'AIRBORNE 1986, SET IN THE TOP OF A 12 INCH DIAMETER MONUMENT SET FLUSH
 JY1551'WITH THE GROUND.
 JY1551
 JY1551                          STATION RECOVERY (1987)
 JY1551
 JY1551'RECOVERED 1987
 JY1551'RECOVERED IN GOOD CONDITION.
 JY1551
 JY1551                          STATION RECOVERY (1995)
 JY1551
 JY1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JY1551'THE STATION IS LOCATED ABOUT 72.0 KM (44.75 MI) NORTHEAST OF
 JY1551'CINCINNATI, OH.  AND 3.0 KM (1.85 MI) SOUTHEAST OF WILMINGTON, OH. AT
 JY1551'THE AIRBORNE AIRPARK IN THE GRASS, NEAR THE SOUTHWEST END OF THE MAIN
 JY1551'TAXI, JUST BEFORE IT CURVES TO THE RUNWAY, AND IN LINE WITH AND
 JY1551'NORTHWEST OF THE HOLD BAR LIGHTS ON THE NORTHWEST SIDE OF THE TAXI.
 JY1551'OWNERSHIP--AIRBORNE EXPRESS, 145 HUNTER DRIVE, WILMINGTON, OH. 45159.
 JY1551'AIRPORT MANAGER JIM THUMMA, PHONE 513-382-5591. NOTE--CONTACT 24 HOURS
 JY1551'IN ADVANCE (ESCORT REQUIRED) .  NOTE--THIS STATION WAS SELECTED AS A
 JY1551'SECONDARY AIRPORT CONTROL STATION (SACS) . TO REACH THE STATION FROM
 JY1551'THE COURTHOUSE IN WILMINGTON, GO EAST, 4.0 KM (2.50 MI) ALONG U.S.
 JY1551'HIGHWAY 22 AND STATE HIGHWAYS 73 AND 3 TO HIGHWAY 73 RIGHT.  TURN
 JY1551'RIGHT, SOUTH, 1.9 KM (1.20 MI) ALONG HIGHWAY 73 TO AIRBORNE ROAD AND
 JY1551'AIRPORT ROAD (THE SAME) ON THE RIGHT.  TURN RIGHT, SOUTH, 1.07 KM
 JY1551'(0.65 MI) ALONG AIRPORT ROAD TO RUANE DRIVE ON THE RIGHT.  TURN RIGHT,
 JY1551'NORTHWEST, 0.29 KM (0.20 MI) ALONG RUANE DRIVE TO A GUARD SHACK ON THE
 JY1551'LEFT.  (CHECK WITH GUARD ON DUTY FOR ESCORT) .  STATION IS 35.0 M
 JY1551'(114.8 FT) SOUTHWEST OF THE FIRST TAXI LIGHT NORTHEAST OF THE HOLD BAR
 JY1551'LIGHTS, 24.9 M (81.7 FT) NORTHWEST OF THE MAIN TAXI CENTERLINE, 14.4 M
 JY1551'(47.2 FT) NORTH OF THE FIRST TAXI LIGHT SOUTHWEST OF THE HOLD BAR
 JY1551'LIGHTS, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS 0.4
 JY1551'M (1.3 FT) BELOW THE LEVEL OF THE MAIN TAXI AND FLUSH WITH THE GROUND
 JY1551'SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1123 ***********************************************************************
 MC1123  DESIGNATION -  AIRPARK
 MC1123  PID         -  MC1123
 MC1123  STATE/COUNTY-  OH/HURON
 MC1123  USGS QUAD   -  MILAN (1969)
 MC1123
 MC1123                         *CURRENT SURVEY CONTROL
 MC1123  ___________________________________________________________________
 MC1123* NAD 83(1995)-  41 15 58.55777(N)    082 36 34.66844(W)     ADJUSTED  
 MC1123* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 MC1123  ___________________________________________________________________
 MC1123  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 MC1123  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 MC1123
 MC1123  HORZ ORDER  -  THIRD
 MC1123
 MC1123.This mark is at Norwalk-Huron County Airport (OH21)
 MC1123
 MC1123.The horizontal coordinates were established by classical geodetic methods
 MC1123.and adjusted by the National Geodetic Survey in April 1998..
 MC1123
 MC1123.The orthometric height was scaled from a topographic map.
 MC1123
 MC1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1123
 MC1123.The geoid height was determined by GEOID03.
 MC1123
 MC1123;                    North         East     Units Scale Factor Converg.
 MC1123;SPC OH N     -   177,635.679   590,813.975   MT  0.99994513   -0 04 19.3
 MC1123;UTM  17      - 4,569,565.114   365,171.549   MT  0.99982373   -1 03 42.5
 MC1123
 MC1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1123!SPC OH N     -   0.99997241  x   0.99994513  =   0.99991754
 MC1123!UTM  17      -   0.99997241  x   0.99982373  =   0.99979615
 MC1123
 MC1123:                Primary Azimuth Mark                     Grid Az
 MC1123:SPC OH N     -  MILAN CLEVITE HARRIS PROD TANK           007 04 52.9
 MC1123:UTM  17      -  MILAN CLEVITE HARRIS PROD TANK           008 04 16.1
 MC1123
 MC1123|---------------------------------------------------------------------|
 MC1123| PID    Reference Object                     Distance      Geod. Az  |
 MC1123|                                                           dddmmss.s |
 MC1123| MC1125 MILAN CLEVITE HARRIS PROD TANK      APPROX. 2.7 KM 0070033.6 |
 MC1123| MC1126 MILAN MUNICIPAL TANK                APPROX. 2.8 KM 0132939.5 |
 MC1123| CE6118 AIRPARK RM 1                         21.808 METERS 02040     |
 MC1123| CE6120 AIRPARK RM 3                         28.880 METERS 08652     |
 MC1123| MC1165 NORWALK MUN WATER PLANT STACK       APPROX. 3.3 KM 1513006.3 |
 MC1123| MC1171 NORWALK CO CTHSE CLOCK TOWER        APPROX. 2.7 KM 1894556.8 |
 MC1123| MC1169 NORWALK FIRST PRESB CH SPIRE        APPROX. 2.9 KM 1932012.2 |
 MC1123| CE6117 AIRPARK AZ MK                                      2013831.2 |
 MC1123| MC1168 NORWALK ST MARYS CATH CH SPIRE      APPROX. 2.5 KM 2054933.4 |
 MC1123| CE6119 AIRPARK RM 2                         28.807 METERS 26358     |
 MC1123|---------------------------------------------------------------------|
 MC1123
 MC1123                          SUPERSEDED SURVEY CONTROL
 MC1123
 MC1123  NAD 83(1995)-  41 15 58.56449(N)    082 36 34.68173(W) AD(       ) 3
 MC1123  NAD 83(1986)-  41 15 58.56482(N)    082 36 34.68189(W) AD(       ) 3
 MC1123  NAD 27      -  41 15 58.37535(N)    082 36 35.03263(W) AD(       ) 3
 MC1123
 MC1123.Superseded values are not recommended for survey control.
 MC1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1123.See file dsdata.txt to determine how the superseded data were derived.
 MC1123
 MC1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF6517269565(NAD 83)
 MC1123_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1123
 MC1123  HISTORY     - Date     Condition        Report By
 MC1123  HISTORY     - 1956     MONUMENTED       CGS
 MC1123  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1123  HISTORY     - 1975     GOOD             NGS
 MC1123
 MC1123                          STATION DESCRIPTION
 MC1123
 MC1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1123'STATION IS LOCATED JUST NORTHEAST OF NORWALK, JUST WEST OF AN
 MC1123'ABANDONED AIRPORT AND IN A
 MC1123'GRASSY ISLAND FORMED BY A CIRCULAR DRIVEWAY.  STATION IS 61 FEET
 MC1123'SOUTH SOUTHEAST OF THE SOUTHEAST
 MC1123'CORNER OF GARAGE, 43 FEET WEST OF THE APPROXIMATE CENTER OF DRIVEWAY,
 MC1123'30 FEET SOUTH OF THE APPROXIMATE
 MC1123'CENTER OF DRIVEWAY AND 28 FEET NORTH OF THE APPROXIMATE
 MC1123'CENTER OF DRIVEWAY.  THE MARK PROJECTS ABOUT 2
 MC1123'INCHES AND THE DISK IS STAMPED AIRPARK
 MC1123'1956.
 MC1123'
 MC1123'REFERENCE MARK NO. 1 IS 41 FEET NORTH OF THE APPROXIMATE CENTER OF
 MC1123'DRIVEWAY AND 10 FEET NORTH
 MC1123'NORTHEAST OF THE NORTHEAST CORNER OF A SHED.  THE MARK IS FLUSH WITH
 MC1123'THE GROUND AND THE DISK IS
 MC1123'STAMPED AIRPARK NO 1 1956.
 MC1123'
 MC1123'REFERENCE MARK NO. 2 IS 10 FEET NORTH OF THE APPROXIMATE CENTER OF
 MC1123'DRIVEWAY.  THE MARK IS FLUSH
 MC1123'WITH THE GROUND AND THE DISK IS STAMPED AIRPARK NO 2 1956.
 MC1123'
 MC1123'AZIMUTH MARK IS 29 FEET NORTH OF THE APPROXIMATE CENTER OF DRIVEWAY,
 MC1123'24 FEET WEST OF THE CENTERLINE
 MC1123'OF U.S. HIGHWAY 250, 11 FEET SOUTH OF A TELEPHONE POLE AND 4 FEET
 MC1123'NORTH OF WITNESS POST.  THE MARK IS
 MC1123'FLUSH WITH THE GROUND AND THE DISK IS STAMPED AIRPARK 1956.
 MC1123'
 MC1123'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND 250 AT THE
 MC1123'COURTHOUSE IN NORWALK GO
 MC1123'NORTHERLY ON U.S. HIGHWAY 250 FOR 1.7 MILES TO DRIVEWAY TO BAKERY AND
 MC1123'AZIMUTH MARK ON THE LEFT OR WEST SIDE
 MC1123'OF HIGHWAY AS DESCRIBED.  CONTINUE NORTH FOR 0.2 MILE TO DRIVEWAY
 MC1123'ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 MC1123'DRIVEWAY FOR 0.05 MILE TO STATION ON THE LEFT
 MC1123'AS DESCRIBED.
 MC1123'
 MC1123'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 MC1123
 MC1123                          STATION RECOVERY (1971)
 MC1123
 MC1123'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (JW)
 MC1123'MARK STAMPED- AIRPARK AND AZIMUTH CONDITION- GOOD
 MC1123'REF. NO. 1
 MC1123'GOOD
 MC1123'REF. NO. 2
 MC1123'GOOD
 MC1123'
 MC1123'REF. NO. 1 CANNOT BE USED BECAUSE A NEW GARAGE HAS BEEN BUILT ON
 MC1123'LINE.
 MC1123'
 MC1123'DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.7 MI. N. FROM US 250 AND
 MC1123'20 IN NORWALK
 MC1123
 MC1123                          STATION RECOVERY (1975)
 MC1123
 MC1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MC1123'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 MC1123'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND
 MC1123'ASSUMED TO HAVE BEEN DESTROYED BY GRADING FOR A NEW GARAGE.  THE
 MC1123'DIRECTION TO REFERENCE MARK 2 CHECKED BUT THE DISTANCE WAS FOUND
 MC1123'TO BE SHORTER BY 0.04 OF A FOOT.  REFERENCE MARK 3 WAS SET AND
 MC1123'A NEW DESCRIPTION FOLLOWS--
 MC1123'
 MC1123'THE STATION IS LOCATED AT THE WEST EDGE OF AN OLD AIRPORT, ON
 MC1123'THE PROPERTY OF MR. PAUL BEILEE, 100 FEET SOUTHWEST OF THE
 MC1123'NORTHWEST CORNER OF A CONCRETE BLOCK OFFICE BUILDING, 96 FEET
 MC1123'WEST OF THE SOUTH WEST CORNER OF THE BUILDING, 30 FEET SOUTH OF
 MC1123'THE CENTERLINE OF GRAVELED CIRCULAR DRIVEWAY, 28 FEET NORTH OF
 MC1123'THE CENTERLINE OF THE DRIVEWAY AND 43 FEET WEST OF THE
 MC1123'CENTERLINE OF THE DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK
 MC1123'IS STAMPED AIRPARK 1956.
 MC1123'
 MC1123'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND
 MC1123'250 AT THE COURTHOUSE AT NORWALK, GO NORTHERLY ON HIGHWAY 250
 MC1123'FOR 1.7 MILES TO A DRIVEWAY AND CERAMIC SHOP AND THE AZIMUTH MARK
 MC1123'ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.2 MILE TO A
 MC1123'DRIVEWAY RIGHT.  TURN RIGHT AND GO EAST ON THE DRIVEWAY FOR 0.05
 MC1123'MILE TO THE STATION.
 MC1123'
 MC1123'REFERENCE MARK 2 IS 52 FEET SOUTHWEST OF A POWER POLE, 45 FEET
 MC1123'SOUTH OF THE CENTERLINE OF DRIVEWAY AND 17 FEET NORTH OF THE
 MC1123'CENTERLINE OF DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 MC1123'STAMPED AIRPARK NO 2 1956.
 MC1123'
 MC1123'REFERENCE MARK 3 IS A STANDARD PRE CAST ALUMINUM MONUMENT,
 MC1123'STAMPED AIRPARK 1956 NO 3 1975, FLUSH WITH THE GROUND, 1 FOOT WEST
 MC1123'OF THE WEST WALL OF THE CONCRETE BLOCK BUILDING, 10 FEET NORTH
 MC1123'OF THE SOUTHWEST CORNER OF THE BUILDING AND 22 FEET SOUTH OF THE
 MC1123'NORTHWEST CORNER OF THE BUILDING.
 MC1123'
 MC1123'THE AZIMUTH MARK IS 29 FEET NORTH OF THE CENTERLINE OF THE
 MC1123'DRIVEWAY, 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 11 FEET
 MC1123'SOUTH OF A TELEPHONE POLE AD 4 FEET NORTH OF A WITNESS POST.  THE
 MC1123'MONUMENT IS FLUSH AND THE DISK IS STAMPED AIRPARK 1956.
 MC1123'
 MC1123'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MC1123'
 MC1123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MC1123'AT NORTHEAST EDGE OF NORWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1222 ***********************************************************************
 MB1222  FBN         -  This is a Federal Base Network Control Station.
 MB1222  PACS        -  This is a Primary Airport Control Station.
 MB1222  DESIGNATION -  AIRPORT
 MB1222  PID         -  MB1222
 MB1222  STATE/COUNTY-  OH/SUMMIT
 MB1222  USGS QUAD   -  AKRON EAST (1964)
 MB1222
 MB1222                         *CURRENT SURVEY CONTROL
 MB1222  ___________________________________________________________________
 MB1222* NAD 83(1995)-  41 02 00.49620(N)    081 28 21.11103(W)     ADJUSTED  
 MB1222* NAVD 88     -       318.297  (meters)    1044.28   (feet)  ADJUSTED  
 MB1222  ___________________________________________________________________
 MB1222  X           -     714,484.516 (meters)                     COMP
 MB1222  Y           -  -4,765,098.911 (meters)                     COMP
 MB1222  Z           -   4,165,414.906 (meters)                     COMP
 MB1222  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 MB1222  ELLIP HEIGHT-         284.96  (meters)          (09/23/04) GPS OBS
 MB1222  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MB1222  DYNAMIC HT  -         318.155 (meters)    1043.81  (feet)  COMP
 MB1222  MODELED GRAV-     980,170.0   (mgal)                       NAVD 88
 MB1222
 MB1222  HORZ ORDER  -  B
 MB1222  VERT ORDER  -  FIRST     CLASS II
 MB1222  ELLP ORDER  -  FOURTH    CLASS I
 MB1222
 MB1222.This mark is at Fulton Intl Airport (AKR)
 MB1222
 MB1222.The horizontal coordinates were established by GPS observations
 MB1222.and adjusted by the National Geodetic Survey in August 1996..
 MB1222
 MB1222.The orthometric height was determined by differential leveling
 MB1222.and adjusted by the National Geodetic Survey in June 1991..
 MB1222
 MB1222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1222
 MB1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1222
 MB1222.The ellipsoidal height was determined by GPS observations
 MB1222.and is referenced to NAD 83.
 MB1222
 MB1222.The geoid height was determined by GEOID03.
 MB1222
 MB1222.The dynamic height is computed by dividing the NAVD 88
 MB1222.geopotential number by the normal gravity value computed on the
 MB1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1222.degrees latitude (g = 980.6199 gals.).
 MB1222
 MB1222.The modeled gravity was interpolated from observed gravity values.
 MB1222
 MB1222;                    North         East     Units Scale Factor Converg.
 MB1222;SPC OH N     -   152,286.892   686,395.320   MT  0.99993932   +0 40 30.0
 MB1222;UTM  17      - 4,542,580.220   460,279.480   MT  0.99961942   -0 18 36.8
 MB1222
 MB1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1222!SPC OH N     -   0.99995530  x   0.99993932  =   0.99989463
 MB1222!UTM  17      -   0.99995530  x   0.99961942  =   0.99957474
 MB1222
 MB1222|---------------------------------------------------------------------|
 MB1222| PID    Reference Object                     Distance      Geod. Az  |
 MB1222|                                                           dddmmss.s |
 MB1222| MB2704 AKRON MUN APT GOODYEAR HGR BCN      237.060 METERS 10612     |
 MB1222| AC8517 AKR A                               457.991 METERS 2753511.8 |
 MB1222| MB2706 AKRON GOODYEAR PLT 2 FP             APPROX. 2.9 KM 3532242.5 |
 MB1222|---------------------------------------------------------------------|
 MB1222
 MB1222                          SUPERSEDED SURVEY CONTROL
 MB1222
 MB1222  ELLIP H (08/20/96)  284.96   (m)                       GP(       ) 4 2
 MB1222  NAD 83(1986)-  41 02 00.50224(N)    081 28 21.11578(W) AD(       ) 1
 MB1222  NAD 27      -  41 02 00.29974(N)    081 28 21.69997(W) AD(       ) 1
 MB1222  NAVD 88 (08/20/96)  318.30   (m)         1044.3    (f) LEVELING    3  
 MB1222  NGVD 29 (??/??/92)  318.491  (m)         1044.92   (f) ADJ UNCH    1 2
 MB1222
 MB1222.Superseded values are not recommended for survey control.
 MB1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1222.See file dsdata.txt to determine how the superseded data were derived.
 MB1222
 MB1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6027942580(NAD 83)
 MB1222_MARKER: DE = TRAVERSE STATION DISK
 MB1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1222_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB1222_STAMPING: AIRPORT
 MB1222_MARK LOGO: OH0070
 MB1222_PROJECTION: RECESSED 10 CENTIMETERS
 MB1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1222+STABILITY: SURFACE MOTION
 MB1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1222+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 MB1222
 MB1222  HISTORY     - Date     Condition        Report By
 MB1222  HISTORY     - 1963     MONUMENTED       OH0070
 MB1222  HISTORY     - 1964     GOOD             CGS
 MB1222  HISTORY     - 1967     GOOD             CGS
 MB1222  HISTORY     - 1967     GOOD             CGS
 MB1222  HISTORY     - 1976     GOOD             NGS
 MB1222  HISTORY     - 1980     GOOD             NGS
 MB1222  HISTORY     - 1983     GOOD             NGS
 MB1222  HISTORY     - 19950731 GOOD             NGS
 MB1222  HISTORY     - 19980323 GOOD             GCS
 MB1222  HISTORY     - 20030710 GOOD             NGS
 MB1222
 MB1222                          STATION DESCRIPTION
 MB1222
 MB1222'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1222'THE STATION IS ABOUT 4 MILES SOUTHEAST OF DOWNTOWN AKRON, NEAR THE
 MB1222'NORTHWEST CORNER OF A CONCRETE
 MB1222'PARKING AREA AT THE AKRON MUNICIPAL AIRPORT AND AT THE NORTHWEST SIDE
 MB1222'OF THE GOODYEAR AIRCRAFT HANGAR.
 MB1222'IT IS 175 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 MB1222'GENERAL TIRE CO. HANGAR, 5 FEET SOUTH-SOUTHEAST
 MB1222'OF THE NORTH EDGE OF THE CONCRETE
 MB1222'PARKING AREA AND 54 FEET SOUTHWEST OF THE MOST NORTHERLY CORNER OF
 MB1222'THE PARKING AREA.  THE MARK IS A CITY
 MB1222'OF AKRON DISK STAMPED AIRPORT SET IN THE TOP OF A 6 INCH SQUARE
 MB1222'CONCRETE MONUMENT 4 INCHES BELOW THE
 MB1222'SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9
 MB1222'INCH IRON COVER.
 MB1222
 MB1222                          STATION RECOVERY (1964)
 MB1222
 MB1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1222'AT AKRON.
 MB1222'AT AKRON, IN THE SOUTHEAST PART OF THE CITY, AT THE AKRON AIRPORT,
 MB1222'0.45 MILE NORTHEAST ALONG ROAD AND AIRPORT RAMP FROM THE
 MB1222'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AND EXETER ROAD,
 MB1222'ABOUT 210 YARDS NORTHWEST OF THE NORTHWEST SIDE OF THE LARGE
 MB1222'GOODYEAR DIRIGIBLE HANGAR, 156 FEET NORTHWEST OF THE NORTH
 MB1222'CORNER OF A HANGAR (MOST WESTERLY BUILDING OF A GROUP AT THE SOUTH
 MB1222'EDGE OF THE AIRPORT), 52 FEET WEST-SOUTHWEST OF THE NORTHWEST
 MB1222'CORNER OF CONCRETE RAMP, 4 FEET SOUTHEAST OF THE NORTH EDGE OF
 MB1222'A RAMP, IN A PARKING RAMP, 4 INCHES BELOW THE SURFACE OF RAMP,
 MB1222'SET IN THE TOP OF A CONCRETE POST ACCESS TO WHICH IS HAD THROUGH A
 MB1222'9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
 MB1222
 MB1222                          STATION RECOVERY (1967)
 MB1222
 MB1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 MB1222'STATION RECOVERED IN GOOD CONDITION.  THE 1963 DESCRIPTION IS GOOD.
 MB1222
 MB1222                          STATION RECOVERY (1967)
 MB1222
 MB1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MB1222'RECOVERED IN GOOD CONDITION.
 MB1222
 MB1222                          STATION RECOVERY (1976)
 MB1222
 MB1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
 MB1222'RECOVERED AS DESCRIBED.
 MB1222'
 MB1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON MUNICIPAL
 MB1222'AIRPORT.
 MB1222
 MB1222                          STATION RECOVERY (1980)
 MB1222
 MB1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
 MB1222'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MB1222'
 MB1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON MUNICIPAL
 MB1222'AIRPORT.
 MB1222
 MB1222                          STATION RECOVERY (1983)
 MB1222
 MB1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MB1222'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 MB1222'THE MOST RECENT INFORMATION AVAILABLE.
 MB1222'
 MB1222'THIS STATION WAS USED FOR THE GPS AT THIS DATE.
 MB1222
 MB1222                          STATION RECOVERY (1995)
 MB1222
 MB1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MB1222'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 5 KM
 MB1222'(3.10 MI) SOUTHEAST OF DOWNTOWN AKRON AT THE AKRON FULTON
 MB1222'INTERNATIONAL AIRPORT, ABOUT 0.24 KM (0.15 MI) WEST OF THE NORTHEAST
 MB1222'END OF THE ZEPPLIN HANGAR, ALONG THE NORTHWEST SIDE OF THE APRON FOR
 MB1222'THE HANGARS.  OWNERSHIP--CITY OF AKRON, 1436 TRIPLETT BOULEVARD,
 MB1222'AKRON, OHIO 44306.  AIRPORT SUPERVISOR IS PATRICK T ANTONINO, SR.
 MB1222'OFFICE PHONE IS 330-375-2888.  HOME PHONE IS 330-699-0711.  CONTACT
 MB1222'HIM ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT TO THIS STATION.  TO
 MB1222'REACH FROM THE JUNCTION OF INTERSTATE HIGHWAYS 77 AND 277, AND STATE
 MB1222'HIGHWAY 224 (I-77 EXIT 122A) , GO EAST ON HIGHWAY 224 FOR 1.5 KM (0.95
 MB1222'MI) TO THE KELLY AVENUE EXIT ON THE RIGHT.  BEAR RIGHT, EAST, ON THE
 MB1222'EXIT FOR 0.1 KM (0.05 MI) TO KELLY AVENUE.  TURN LEFT, NORTH, ON KELLY
 MB1222'AVENUE FOR 1.77 KM (1.10 MI) TO TRIPLETT BOULEVARD (STATE HIGHWAY 764)
 MB1222'.  TURN RIGHT, EAST-SOUTHEAST, ON TRIPLETT BOULEVARD FOR 1.9 KM (1.20
 MB1222'MI) TO SEIBERLING ROAD.  TURN RIGHT, SOUTHERLY, ON THE ROAD FOR 0.5 KM
 MB1222'(0.30 MI) FOLLOWING SIGNS TO A GATE AT ASPECT AIR INC.  AN ESCORT WILL
 MB1222'TAKE YOU FROM HERE.  THE STATION IS SET IN THE TOP OF A 20 CM SQUARE
 MB1222'CONCRETE POST RECESSED 10 CM IN AN IRON MONUMENT BOX WITH A 230 MM
 MB1222'STEEL COVER MARKED --AKRON SURVEY 1963--. IT IS 67.9 M (222.8 FT)
 MB1222'SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXI LEADING FROM THE APRON TO
 MB1222'THE RUNWAY, 47.7 M (156.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 MB1222'BRICK AND METAL HANGAR BUILDING, 17.0 M (55.8 FT) SOUTHWEST OF THE
 MB1222'CENTER OF A 0.9 M (3.0 FT) SQUARE DRAIN GRATE IN THE APRON, AND 2.4 M
 MB1222'(7.9 FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST AT THE NORTH
 MB1222'EDGE OF THE APRON.
 MB1222
 MB1222                          STATION RECOVERY (1998)
 MB1222
 MB1222'RECOVERY NOTE BY GEODETIC CONSULTING SERVICES 1998 (KDZ)
 MB1222'RECOVERED AS DESCRIBED.
 MB1222
 MB1222                          STATION RECOVERY (2003)
 MB1222
 MB1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 MB1222'RECOVERED AS DESCRIBED IN THE 1995 RECOVERY DESCRIPTION WITH THE
 MB1222'FOLLOWING CHANGES. JAMES MALLEY IS NOW THE AIRPORT SUPERVISOR, PHONE
 MB1222'330-733-3950.  THE FIBERGLASS WITNESS  POST AT STATION HAS BEEN
 MB1222'DESTROYED.  ALTERNATE TO REACH, REQUIRING NO ESCORT, FOLLOWS.
 MB1222' 
 MB1222'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 77 AND
 MB1222'277 AND US  HIGHWAY 224 (I-77 EXIT 122A) IN THE SOUTH PART OF AKRON,
 MB1222'GO EAST ON HIGHWAY 224 FOR 0.95  MILE TO THE KELLY AVENUE EXIT ON THE
 MB1222'RIGHT.  BEAR RIGHT, EAST ON THE EXIT FOR 0.05 MILE TO  KELLY AVENUE.
 MB1222'TURN LEFT AND GO NORTH ON KELLY AVENUE FOR 0.3 MILE TO THE JUNCTION OF
 MB1222'EXETER ROAD AT A TRAFFIC LIGHT.  TURN RIGHT AND GO EAST ON EXETER ROAD
 MB1222'FOR 0.4 MILE TO A  YELLOW GUARDRAIL AND AN ORANGE SIGN (ALL TRUCKS
 MB1222'WITH ARROW POINTING LEFT) ON THE LEFT.   TURN LEFT AND GO NORTHEAST
 MB1222'FOR 0.1 MILE TO A TRUCK CHECKIN SHACK ON THE LEFT (NO NEED  TO
 MB1222'CHECKIN).  CONTINUE NORTHEAST BETWEEN RED BRICK AND METAL HANGAR AND
 MB1222'THE LARGE  BLACK ZEPPELIN HANGAR FOR 0.2 MILE TO THE NORTHEAST END OF
 MB1222'THE BRICK AND METAL HANGAR.   TURN LEFT AND GO NORTHWEST FOR 0.1 MILE
 MB1222'ALONG THE NORTHEAST END OF THE BRICK AND  METAL HANGAR AND ONTO THE
 MB1222'APRON (NOW  A TRAILER STORAGE AREA) TO THE NORTH EDGE OF  THE APRON
 MB1222'AND THE STATION ON THE LEFT, UNDER A STEEL COVER WITH AN ORANGE
 MB1222'PAINTED  CIRCLE AROUND THE STEEL COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1924 ***********************************************************************
 KZ1924  DESIGNATION -  AIRPORT BCN MANSFIELD MUN APT
 KZ1924  PID         -  KZ1924
 KZ1924  STATE/COUNTY-  OH/RICHLAND
 KZ1924  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ1924
 KZ1924                         *CURRENT SURVEY CONTROL
 KZ1924  ___________________________________________________________________
 KZ1924* NAD 83(1995)-  40 48 52.45319(N)    082 30 46.06094(W)     ADJUSTED  
 KZ1924* NAVD 88     -                                                        
 KZ1924  ___________________________________________________________________
 KZ1924  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 KZ1924  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KZ1924
 KZ1924  HORZ ORDER  -  THIRD
 KZ1924
 KZ1924.This mark is at Mansfield Lahm Municipal Airport (MFD)
 KZ1924
 KZ1924.The horizontal coordinates were established by classical geodetic methods
 KZ1924.and adjusted by the National Geodetic Survey in April 1998..
 KZ1924
 KZ1924
 KZ1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1924
 KZ1924.The geoid height was determined by GEOID03.
 KZ1924
 KZ1924;                    North         East     Units Scale Factor Converg.
 KZ1924;SPC OH N     -   127,469.974   598,920.559   MT  0.99994885   -0 00 30.3
 KZ1924;UTM  17      - 4,519,273.992   372,413.564   MT  0.99980036   -0 59 20.1
 KZ1924
 KZ1924                          SUPERSEDED SURVEY CONTROL
 KZ1924
 KZ1924  NAD 83(1986)-  40 48 52.45554(N)    082 30 46.07133(W) AD(       ) 4
 KZ1924  NAD 27      -  40 48 52.25160(N)    082 30 46.46186(W) AD(       ) 3
 KZ1924
 KZ1924.Superseded values are not recommended for survey control.
 KZ1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1924.See file dsdata.txt to determine how the superseded data were derived.
 KZ1924
 KZ1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7241419274(NAD 83)
 KZ1924
 KZ1924  HISTORY     - Date     Condition        Report By
 KZ1924  HISTORY     - UNK      MONUMENTED
 KZ1924  HISTORY     - 1963     SEE DESCRIPTION  CGS
 KZ1924  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KZ1924
 KZ1924                          STATION DESCRIPTION
 KZ1924
 KZ1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (FBM)
 KZ1924'A NEW DESCRIPTION FOLLOWS- THIS STATION IS
 KZ1924'AT THE MANSFIELD
 KZ1924'MUNICIPAL AIRPORT.  IT IS ABOUT 450 FT. SOUTH OF THE
 KZ1924'TERMINAL BUILDING, ON TOP OF THE
 KZ1924'SOUTHEASTERLY OF TWO COMMUNICATION TOWERS.
 KZ1924'IT IS A STANDARD DOUBLE ROTATING BEACON.
 KZ1924
 KZ1924                          STATION RECOVERY (1967)
 KZ1924
 KZ1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 KZ1924'STATION RECOVERED IN GOOD CONDITION.
 KZ1924'
 KZ1924'STATION IS LOCATED ABOUT 3 MILES NORTH OF MANSFIELD, AT THE MUNICIPAL
 KZ1924'AIRPORT.
 KZ1924'
 KZ1924'THE STATION IS IN THE GRASS AREA ABOUT 500 FEET SOUTH OF THE TERMINAL
 KZ1924'BUILDING.
 KZ1924'
 KZ1924'THE BEACON IS ATOP A SKELETON STEEL TOWER ABOUT 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1773 ***********************************************************************
 MD1773  DESIGNATION -  AIRPORT BEACON DEFIANCE APT
 MD1773  PID         -  MD1773
 MD1773  STATE/COUNTY-  OH/DEFIANCE
 MD1773  USGS QUAD   -  DEFIANCE WEST (1977)
 MD1773
 MD1773                         *CURRENT SURVEY CONTROL
 MD1773  ___________________________________________________________________
 MD1773* NAD 83(1995)-  41 20 03.74042(N)    084 25 38.81156(W)     ADJUSTED  
 MD1773* NAVD 88     -                                                        
 MD1773  ___________________________________________________________________
 MD1773  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 MD1773  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 MD1773
 MD1773  HORZ ORDER  -  THIRD
 MD1773
 MD1773.This mark is at Defiance Mem Airport (DFI)
 MD1773
 MD1773.The horizontal coordinates were established by classical geodetic methods
 MD1773.and adjusted by the National Geodetic Survey in April 1998..
 MD1773
 MD1773
 MD1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1773
 MD1773.The geoid height was determined by GEOID03.
 MD1773
 MD1773;                    North         East     Units Scale Factor Converg.
 MD1773;SPC OH N     -   186,976.062   438,677.348   MT  0.99994994   -1 15 58.5
 MD1773;UTM  16      - 4,579,069.568   715,267.870   MT  1.00017034   +1 41 58.9
 MD1773
 MD1773                          SUPERSEDED SURVEY CONTROL
 MD1773
 MD1773  NAD 83(1995)-  41 20 03.74576(N)    084 25 38.82887(W) AD(       ) 4
 MD1773  NAD 83(1986)-  41 20 03.74340(N)    084 25 38.82756(W) AD(       ) 4
 MD1773  NAD 27      -  41 20 03.55900(N)    084 25 39.00800(W) AD(       ) 3
 MD1773
 MD1773.Superseded values are not recommended for survey control.
 MD1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1773.See file dsdata.txt to determine how the superseded data were derived.
 MD1773
 MD1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1526879070(NAD 83)
 MD1773_MARKER: 21 = AIRPORT BEACON
 MD1773
 MD1773  HISTORY     - Date     Condition        Report By
 MD1773  HISTORY     - UNK      FIRST OBSERVED
 MD1773  HISTORY     - 1985     GOOD             USPSQD
 MD1773
 MD1773                          STATION DESCRIPTION
 MD1773
 MD1773'DESCRIBED BY US POWER SQUADRON 1985 (MS)
 MD1773'DEFIANCE BEACON FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3230 ***********************************************************************
 KY3230  DESIGNATION -  AIRPORT BN ALDERMAN AIRPORT
 KY3230  PID         -  KY3230
 KY3230  STATE/COUNTY-  OH/BELMONT
 KY3230  USGS QUAD   -  ST CLAIRSVILLE (1985)
 KY3230
 KY3230                         *CURRENT SURVEY CONTROL
 KY3230  ___________________________________________________________________
 KY3230* NAD 83(1995)-  40 03 39.61381(N)    080 57 51.98154(W)     ADJUSTED  
 KY3230* NAVD 88     -                                                        
 KY3230  ___________________________________________________________________
 KY3230  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 KY3230  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY3230
 KY3230  HORZ ORDER  -  THIRD
 KY3230
 KY3230.This mark is at Alderman Airport (OI03)
 KY3230
 KY3230.The horizontal coordinates were established by classical geodetic methods
 KY3230.and adjusted by the National Geodetic Survey in April 1998..
 KY3230
 KY3230
 KY3230.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3230
 KY3230.The geoid height was determined by GEOID03.
 KY3230
 KY3230;                    North         East     Units Scale Factor Converg.
 KY3230;SPC OH S     -   229,920.413   731,005.105   MT  1.00000559   +0 58 27.6
 KY3230;SPC OH N     -    44,944.448   731,015.987   MT  1.00009213   +1 00 31.6
 KY3230;UTM  17      - 4,434,528.689   503,032.746   MT  0.99960011   +0 01 22.4
 KY3230
 KY3230                          SUPERSEDED SURVEY CONTROL
 KY3230
 KY3230  NAD 83(1986)-  40 03 39.61951(N)    080 57 51.98920(W) AD(       ) 4
 KY3230  NAD 27      -  40 03 39.38100(N)    080 57 52.64900(W) AD(       ) 3
 KY3230
 KY3230.Superseded values are not recommended for survey control.
 KY3230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3230.See file dsdata.txt to determine how the superseded data were derived.
 KY3230
 KY3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0303334529(NAD 83)
 KY3230_MARKER: 53 = ELEVATED TANK
 KY3230
 KY3230  HISTORY     - Date     Condition        Report By
 KY3230  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3230
 KY3230                          STATION DESCRIPTION
 KY3230
 KY3230'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3230'THE STATION IS THE CENTER OF A FLASHING BEACON ON THE TOP OF A 4
 KY3230'LEGGED STEEL STRUCTURE THAT IS PAINTED IN ALTERNATE SECTIONS OF
 KY3230'INTERNATIONAL ORANGE AND WHITE.  THE OVERALL HEIGHT
 KY3230'OF THE STRUCTURE IS APPROXIMATELY 50 FEET.  IT IS LOCATED JUST
 KY3230'WEST OF THE MAIN OFFICE BUILDING OF THE ALDERMAN AIRPORT.
 KY3230'
 KY3230'A TRAVERSE CONNECTION WAS MADE TO STATION ALDERMAN, THE DISTANCE
 KY3230'BEING 447.15 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2943 ***********************************************************************
 MB2943  DESIGNATION -  AIRPORT BN CLEVELAND MUN APT
 MB2943  PID         -  MB2943
 MB2943  STATE/COUNTY-  OH/CUYAHOGA
 MB2943  USGS QUAD   -  LAKEWOOD (1985)
 MB2943
 MB2943                         *CURRENT SURVEY CONTROL
 MB2943  ___________________________________________________________________
 MB2943* NAD 83(1995)-  41 24 41.87001(N)    081 50 20.11746(W)     ADJUSTED  
 MB2943* NAVD 88     -                                                        
 MB2943  ___________________________________________________________________
 MB2943  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 MB2943  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 MB2943
 MB2943  HORZ ORDER  -  THIRD
 MB2943
 MB2943.This mark is at Cleveland-Hopkins Intl Airport (CLE)
 MB2943
 MB2943.The horizontal coordinates were established by classical geodetic methods
 MB2943.and adjusted by the National Geodetic Survey in April 1998..
 MB2943
 MB2943
 MB2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2943
 MB2943.The geoid height was determined by GEOID03.
 MB2943
 MB2943;                    North         East     Units Scale Factor Converg.
 MB2943;SPC OH N     -   193,982.827   655,269.591   MT  0.99995712   +0 26 03.5
 MB2943;UTM  17      - 4,584,793.142   429,885.868   MT  0.99966050   -0 33 17.8
 MB2943
 MB2943                          SUPERSEDED SURVEY CONTROL
 MB2943
 MB2943  NAD 83(1995)-  41 24 41.88103(N)    081 50 20.12013(W) AD(       ) 4
 MB2943  NAD 83(1986)-  41 24 41.87995(N)    081 50 20.12681(W) AD(       ) 4
 MB2943  NAD 27      -  41 24 41.69100(N)    081 50 20.63600(W) AD(       ) 3
 MB2943
 MB2943.Superseded values are not recommended for survey control.
 MB2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2943.See file dsdata.txt to determine how the superseded data were derived.
 MB2943
 MB2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2988684793(NAD 83)
 MB2943_MARKER: 21 = AIRPORT BEACON
 MB2943_SETTING: 0 = UNSPECIFIED SETTING
 MB2943_MARK LOGO: CGS   
 MB2943
 MB2943  HISTORY     - Date     Condition        Report By
 MB2943  HISTORY     - 1943     FIRST OBSERVED   CGS
 MB2943  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MB2943  HISTORY     - 19840815 GOOD             NGS
 MB2943  HISTORY     - 19970703 MARK NOT FOUND   USPSQD
 MB2943
 MB2943                          STATION DESCRIPTION
 MB2943
 MB2943'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2943'STATION IS LOCATED AT THE CLEVELAND MUNICIPAL
 MB2943'AIRPORT WHICH IS
 MB2943'BETWEEN THE CITY OF CLEVELAND AND BEREA.  THE
 MB2943'BEACON IS LOCATED ON THE ROOF OF
 MB2943'THE CONTROL TOWER.  IT IS A
 MB2943'STANDARD REVOLVING TYPE LIGHT AND THE COLORED LIGHT
 MB2943'FLASHES THE
 MB2943'IDENTIFYING LETTER (K) IN CODE.
 MB2943'
 MB2943'THE POINT CENTERED WAS THE WHITE LIGHT OF THE BEACON.
 MB2943'
 MB2943'THE STATION WAS LOCATED BY INTERSECTION FROM TRIANGULATION
 MB2943'STATIONS ROYALTON,
 MB2943'OHIO, AND OLMSTEAD.
 MB2943
 MB2943                          STATION RECOVERY (1946)
 MB2943
 MB2943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (LSB)
 MB2943'ORIGINAL DESCRIPTION IS WRONG.  SHOULD READ AS FOLLOWS-
 MB2943'
 MB2943'STATION IS LOCATED AT THE CLEVELAND MUNICIPAL AIRPORT WHICH
 MB2943'IS BETWEEN THE
 MB2943'CITY OF CLEVELAND AND BEREA.  THE BEACON IS LOCATED
 MB2943'ON THE ROOF OF THE UNITED
 MB2943'AIRLINES HANGER.  IT IS A STANDARD REVOLVING-
 MB2943'TYPE LIGHT AND THE COLORED LIGHT DOES NOT
 MB2943'FLASH.
 MB2943
 MB2943                          STATION RECOVERY (1984)
 MB2943
 MB2943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (GFS)
 MB2943'THE BEACON IS LOCATED AT THE PASSENGER TERMINAL BUILDING, ON THE TOP
 MB2943'AND CENTER OF THE CONTROL TOWER.  THE MARK IS THE SPINDLE ON THE
 MB2943'STANDARD AIRPORT BEACON.
 MB2943
 MB2943                          STATION RECOVERY (1997)
 MB2943
 MB2943'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3275 ***********************************************************************
 KY3275  DESIGNATION -  AIRWAY
 KY3275  PID         -  KY3275
 KY3275  STATE/COUNTY-  OH/COLUMBIANA
 KY3275  USGS QUAD   -  LISBON (1984)
 KY3275
 KY3275                         *CURRENT SURVEY CONTROL
 KY3275  ___________________________________________________________________
 KY3275* NAD 83(1995)-  40 46 17.43333(N)    080 51 18.35279(W)     ADJUSTED  
 KY3275* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 KY3275  ___________________________________________________________________
 KY3275  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 KY3275  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY3275
 KY3275  HORZ ORDER  -  SECOND
 KY3275
 KY3275.The horizontal coordinates were established by classical geodetic methods
 KY3275.and adjusted by the National Geodetic Survey in April 1998..
 KY3275
 KY3275.The orthometric height was scaled from a topographic map.
 KY3275
 KY3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3275
 KY3275.The geoid height was determined by GEOID03.
 KY3275
 KY3275;                    North         East     Units Scale Factor Converg.
 KY3275;SPC OH N     -   123,997.680   738,856.117   MT  0.99995243   +1 04 50.2
 KY3275;UTM  17      - 4,513,403.024   512,228.469   MT  0.99960184   +0 05 40.7
 KY3275
 KY3275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3275!SPC OH N     -   0.99994229  x   0.99995243  =   0.99989472
 KY3275!UTM  17      -   0.99994229  x   0.99960184  =   0.99954415
 KY3275
 KY3275|---------------------------------------------------------------------|
 KY3275| PID    Reference Object                     Distance      Geod. Az  |
 KY3275|                                                           dddmmss.s |
 KY3275| CX3118 AIRWAY RM 1                          19.332 METERS 02555     |
 KY3275| CX3119 AIRWAY RM 2                          19.436 METERS 15201     |
 KY3275| CX3117 AIRWAY AZ MK                                       2175634.8 |
 KY3275| KY3274 WASHINGTON CLEVELAND AWY BN 23       21.719 METERS 29019     |
 KY3275|---------------------------------------------------------------------|
 KY3275
 KY3275                          SUPERSEDED SURVEY CONTROL
 KY3275
 KY3275  NAD 83(1986)-  40 46 17.43893(N)    080 51 18.35777(W) AD(       ) 2
 KY3275  NAD 27      -  40 46 17.22500(N)    080 51 19.06000(W) AD(       ) 2
 KY3275
 KY3275.Superseded values are not recommended for survey control.
 KY3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3275.See file dsdata.txt to determine how the superseded data were derived.
 KY3275
 KY3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1222813403(NAD 83)
 KY3275_MARKER: DS = TRIANGULATION STATION DISK
 KY3275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3275
 KY3275  HISTORY     - Date     Condition        Report By
 KY3275  HISTORY     - 1950     MONUMENTED       CGS
 KY3275
 KY3275                          STATION DESCRIPTION
 KY3275
 KY3275'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3275'THE STATION IS LOCATED ABOUT 5 MILES WEST OF LISBON, 4-1/2 MILES
 KY3275'NORTH NORTHEAST OF HANOVERTON, 0.1 MILE NORTH OF U.S. HIGHWAY NO.
 KY3275'30 AND ON A HILL NEAR THE SITE OF AIRWAY BEACON NO. 23.  IT IS 44 FEET
 KY3275'WEST OF THE CENTERLINE OF A GRAVELED ROAD, 29.5 FEET WEST OF A
 KY3275'NORTH-SOUTH FENCELINE AND 7 FEET NORTHEAST OF A WITNESS POST.  THE
 KY3275'MARK IS FLUSH AND IS STAMPED AIRWAY 1950.
 KY3275'
 KY3275'REFERENCE MARK NO. 1 IS 14 FEET WEST OF THE CENTERLINE OF A
 KY3275'GRAVELED ROAD AND 1.5 FEET NORTHWEST OF A FENCE GATE POST.  IS
 KY3275'FLUSH WITH THE SURFACE AND IS STAMPED AIRWAY NO 1 1950.
 KY3275'
 KY3275'REFERENCE MARK NO. 2 IS 25 FEET NORTHEAST OF TELEPHONE POLE NO. 65
 KY3275'OVER 2, 15 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 2
 KY3275'FEET WEST OF A NORTH-SOUTH FENCELINE.  IT IS FLUSH AND IS STAMPED
 KY3275'AIRWAY NO 2 1950.
 KY3275'
 KY3275'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 KY3275'FLUSH WITH THE SURFACE, 29 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 KY3275'TOOL SHED, 25 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 KY3275'NO. 30, 23 FEET WEST OF A FENCE CORNER, 6 FEET SOUTHEAST OF POWER
 KY3275'POLE NO. 1040-N-19 AND 3 FEET NORTHEAST OF A WITNESS POST.  THE
 KY3275'MARK IS STAMPED AIRWAY 1950.
 KY3275'
 KY3275'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE COURTHOUSE IN
 KY3275'LISBON, GO WEST ON U.S. HIGHWAY NO. 30 FOR 5.2 MILES TO A GRAVELED
 KY3275'ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO A GATE ON THE LEFT AND
 KY3275'THE STATION SITE NEAR THE BEACON.
 KY3275'
 KY3275'TO REACH THE AZIMUTH MARK FROM THE TRAFFIC LIGHT AT THE
 KY3275'COURTHOUSE IN LISBON, GO WEST ON U.S. HIGHWAY NO. 30 FOR 6.6
 KY3275'MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1843 ***********************************************************************
 MD1843  DESIGNATION -  AIRWAY BEACON 15
 MD1843  PID         -  MD1843
 MD1843  STATE/COUNTY-  OH/WILLIAMS
 MD1843  USGS QUAD   -  EDON (1994)
 MD1843
 MD1843                         *CURRENT SURVEY CONTROL
 MD1843  ___________________________________________________________________
 MD1843* NAD 83(1995)-  41 33 57.44776(N)    084 46 07.72379(W)     ADJUSTED  
 MD1843* NAVD 88     -                                                        
 MD1843  ___________________________________________________________________
 MD1843  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 MD1843  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MD1843
 MD1843  HORZ ORDER  -  THIRD
 MD1843
 MD1843.The horizontal coordinates were established by classical geodetic methods
 MD1843.and adjusted by the National Geodetic Survey in April 1998..
 MD1843
 MD1843
 MD1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1843
 MD1843.The geoid height was determined by GEOID03.
 MD1843
 MD1843;                    North         East     Units Scale Factor Converg.
 MD1843;SPC OH N     -   213,374.194   410,780.928   MT  0.99997690   -1 29 25.8
 MD1843;SPC IN E     -   701,800.347   174,889.173   MT  1.00003566   +0 35 44.7
 MD1843;SPC IN E     - 2,302,489.97    573,782.23   sFT  1.00003566   +0 35 44.7
 MD1843;UTM  16      - 4,603,990.814   686,037.758   MT  1.00002593   +1 28 50.8
 MD1843
 MD1843                          SUPERSEDED SURVEY CONTROL
 MD1843
 MD1843  NAD 83(1995)-  41 33 57.44781(N)    084 46 07.72124(W) AD(       ) 4
 MD1843  NAD 83(1986)-  41 33 57.44830(N)    084 46 07.74011(W) AD(       ) 4
 MD1843  NAD 27      -  41 33 57.26400(N)    084 46 07.89400(W) AD(       ) 3
 MD1843
 MD1843.Superseded values are not recommended for survey control.
 MD1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1843.See file dsdata.txt to determine how the superseded data were derived.
 MD1843
 MD1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8603803991(NAD 83)
 MD1843
 MD1843  HISTORY     - Date     Condition        Report By
 MD1843  HISTORY     - 1932     MONUMENTED       CGS
 MD1843
 MD1843                          STATION DESCRIPTION
 MD1843
 MD1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 MD1843'A 24-INCH ROTATING BEACON ON 75-FOOT TOWER, 1/2 MILE NORTH OF EDON,
 MD1843'IN SEC. 16, T. 7
 MD1843'N., R. 1 E.  IN SPRING OF 1932 THE NUMBER OF THIS
 MD1843'BEACON WAS CHANGED FROM NO. 16 TO
 MD1843'NO. 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1838 ***********************************************************************
 MD1838  DESIGNATION -  AIRWAY BEACON 17
 MD1838  PID         -  MD1838
 MD1838  STATE/COUNTY-  OH/WILLIAMS
 MD1838  USGS QUAD   -  MONTPELIER (1973)
 MD1838
 MD1838                         *CURRENT SURVEY CONTROL
 MD1838  ___________________________________________________________________
 MD1838* NAD 83(1995)-  41 33 53.46299(N)    084 33 19.19144(W)     ADJUSTED  
 MD1838* NAVD 88     -                                                        
 MD1838  ___________________________________________________________________
 MD1838  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 MD1838  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MD1838
 MD1838  HORZ ORDER  -  THIRD
 MD1838
 MD1838.The horizontal coordinates were established by classical geodetic methods
 MD1838.and adjusted by the National Geodetic Survey in April 1998..
 MD1838
 MD1838
 MD1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1838
 MD1838.The geoid height was determined by GEOID03.
 MD1838
 MD1838;                    North         East     Units Scale Factor Converg.
 MD1838;SPC OH N     -   212,809.917   428,578.909   MT  0.99997674   -1 21 00.9
 MD1838;UTM  16      - 4,604,350.123   703,842.681   MT  1.00011137   +1 37 21.1
 MD1838
 MD1838                          SUPERSEDED SURVEY CONTROL
 MD1838
 MD1838  NAD 83(1995)-  41 33 53.45962(N)    084 33 19.19115(W) AD(       ) 4
 MD1838  NAD 83(1986)-  41 33 53.46265(N)    084 33 19.20949(W) AD(       ) 4
 MD1838  NAD 27      -  41 33 53.28000(N)    084 33 19.39000(W) AD(       ) 3
 MD1838
 MD1838.Superseded values are not recommended for survey control.
 MD1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1838.See file dsdata.txt to determine how the superseded data were derived.
 MD1838
 MD1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM0384304350(NAD 83)
 MD1838
 MD1838  HISTORY     - Date     Condition        Report By
 MD1838  HISTORY     - 1932     MONUMENTED       CGS
 MD1838
 MD1838                          STATION DESCRIPTION
 MD1838
 MD1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 MD1838'A 24-INCH ROTATING BEACON ON 51-FOOT TOWER, ABOUT 2-1/2 MILES
 MD1838'EAST-SOUTHEAST OF
 MD1838'MONTPELIER, IN SEC. 17, T. 7 N., R. 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3268 ***********************************************************************
 JZ3268  DESIGNATION -  AIRWAY BEACON SITE 8
 JZ3268  PID         -  JZ3268
 JZ3268  STATE/COUNTY-  OH/PREBLE
 JZ3268  USGS QUAD   -  LEWISBURG (1974)
 JZ3268
 JZ3268                         *CURRENT SURVEY CONTROL
 JZ3268  ___________________________________________________________________
 JZ3268* NAD 83(1995)-  39 51 05.08935(N)    084 35 33.30744(W)     ADJUSTED  
 JZ3268* NAVD 88     -                                                        
 JZ3268  ___________________________________________________________________
 JZ3268  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 JZ3268  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JZ3268
 JZ3268  HORZ ORDER  -  THIRD
 JZ3268
 JZ3268.The horizontal coordinates were established by classical geodetic methods
 JZ3268.and adjusted by the National Geodetic Survey in April 1998..
 JZ3268
 JZ3268
 JZ3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3268
 JZ3268.The geoid height was determined by GEOID03.
 JZ3268
 JZ3268;                    North         East     Units Scale Factor Converg.
 JZ3268;SPC OH S     -   207,610.090   420,940.916   MT  0.99996907   -1 19 40.0
 JZ3268;UTM  16      - 4,414,039.292   705,951.862   MT  1.00012222   +1 32 35.6
 JZ3268
 JZ3268                          SUPERSEDED SURVEY CONTROL
 JZ3268
 JZ3268  NAD 83(1986)-  39 51 05.09477(N)    084 35 33.32099(W) AD(       ) 4
 JZ3268  NAD 27      -  39 51 04.90900(N)    084 35 33.49100(W) AD(       ) 3
 JZ3268
 JZ3268.Superseded values are not recommended for survey control.
 JZ3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3268.See file dsdata.txt to determine how the superseded data were derived.
 JZ3268
 JZ3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK0595214039(NAD 83)
 JZ3268_MARKER: 21 = AIRPORT BEACON
 JZ3268
 JZ3268  HISTORY     - Date     Condition        Report By
 JZ3268  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3268  HISTORY     - 20030809 MARK NOT FOUND   GEOCAC
 JZ3268
 JZ3268                          STATION DESCRIPTION
 JZ3268
 JZ3268'DESCRIBED BY GEOCACHING 2003 (WJR)
 JZ3268'THIS LOCATION IS NOW A CORN FIELD, NO AIRWAY BEACON TO BE SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3233 ***********************************************************************
 KY3233  DESIGNATION -  AIRWAY BN 10 N ST CLAIRSVILLE
 KY3233  PID         -  KY3233
 KY3233  STATE/COUNTY-  OH/BELMONT
 KY3233  USGS QUAD   -  ST CLAIRSVILLE (1985)
 KY3233
 KY3233                         *CURRENT SURVEY CONTROL
 KY3233  ___________________________________________________________________
 KY3233* NAD 83(1995)-  40 06 07.78695(N)    080 55 34.08866(W)     ADJUSTED  
 KY3233* NAVD 88     -                                                        
 KY3233  ___________________________________________________________________
 KY3233  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 KY3233  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KY3233
 KY3233  HORZ ORDER  -  THIRD
 KY3233
 KY3233.The horizontal coordinates were established by classical geodetic methods
 KY3233.and adjusted by the National Geodetic Survey in April 1998..
 KY3233
 KY3233
 KY3233.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3233
 KY3233.The geoid height was determined by GEOID03.
 KY3233
 KY3233;                    North         East     Units Scale Factor Converg.
 KY3233;SPC OH S     -   234,546.191   734,192.963   MT  1.00001434   +0 59 55.1
 KY3233;UTM  17      - 4,439,099.031   506,295.625   MT  0.99960049   +0 02 51.3
 KY3233
 KY3233                          SUPERSEDED SURVEY CONTROL
 KY3233
 KY3233  NAD 83(1986)-  40 06 07.79134(N)    080 55 34.09369(W) AD(       ) 4
 KY3233  NAD 27      -  40 06 07.55300(N)    080 55 34.75100(W) AD(       ) 3
 KY3233
 KY3233.Superseded values are not recommended for survey control.
 KY3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3233.See file dsdata.txt to determine how the superseded data were derived.
 KY3233
 KY3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0629639099(NAD 83)
 KY3233_MARKER: 22 = AIRWAY BEACON
 KY3233
 KY3233  HISTORY     - Date     Condition        Report By
 KY3233  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3233
 KY3233                          STATION DESCRIPTION
 KY3233
 KY3233'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3233'THE STATION IS THE CENTER OF A FLASHING BEACON ON THE TOP OF A 4
 KY3233'LEGGED STEEL STRUCTURE, PAINTED SILVER WITH THE TOP SECTION OF THE
 KY3233'TOWER BEING PAINTED INTERNATIONAL ORANGE.  THE
 KY3233'OVERALL HEIGHT OF THE STRUCTURE IS APPROXIMATELY 50 FEET.
 KY3233'
 KY3233'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 440 AND STATE HIGHWAY
 KY3233'9 IN ST. CLAIRSVILLE, GO NORTHERLY ON STATE HIGHWAY 9 FOR 2.5
 KY3233'MILES TO A ROAD TO THE RIGHT (MAYNARD ROAD), CONTINUE ON STATE
 KY3233'HIGHWAY 9 FOR 0.15 MILE TO A DRIVEWAY LEFT LEADING TO A FARM
 KY3233'HOUSE, TURN LEFT AND GO ON THE RIGHT SIDE OF BUILDINGS INTO THE
 KY3233'PASTURE FOR 0.25 MILE TO HIGH POINT OF PASTURE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2953 ***********************************************************************
 MB2953  DESIGNATION -  AIRWAY BN 31 3 MI W OF BELDEN
 MB2953  PID         -  MB2953
 MB2953  STATE/COUNTY-  OH/LORAIN
 MB2953  USGS QUAD   -  WEST VIEW (1994)
 MB2953
 MB2953                         *CURRENT SURVEY CONTROL
 MB2953  ___________________________________________________________________
 MB2953* NAD 83(1995)-  41 17 22.02251(N)    081 56 48.99785(W)     ADJUSTED  
 MB2953* NAVD 88     -                                                        
 MB2953  ___________________________________________________________________
 MB2953  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 MB2953  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 MB2953
 MB2953  HORZ ORDER  -  THIRD
 MB2953
 MB2953.The horizontal coordinates were established by classical geodetic methods
 MB2953.and adjusted by the National Geodetic Survey in April 1998..
 MB2953
 MB2953
 MB2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2953
 MB2953.The geoid height was determined by GEOID03.
 MB2953
 MB2953;                    North         East     Units Scale Factor Converg.
 MB2953;SPC OH N     -   180,351.516   646,324.540   MT  0.99994661   +0 21 48.0
 MB2953;UTM  17      - 4,571,322.027   420,709.519   MT  0.99967737   -0 37 29.6
 MB2953
 MB2953                          SUPERSEDED SURVEY CONTROL
 MB2953
 MB2953  NAD 83(1995)-  41 17 22.03282(N)    081 56 49.00624(W) AD(       ) 4
 MB2953  NAD 83(1986)-  41 17 22.03187(N)    081 56 49.00827(W) AD(       ) 4
 MB2953  NAD 27      -  41 17 21.85000(N)    081 56 49.50500(W) AD(       ) 3
 MB2953
 MB2953.Superseded values are not recommended for survey control.
 MB2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2953.See file dsdata.txt to determine how the superseded data were derived.
 MB2953
 MB2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2071071322(NAD 83)
 MB2953
 MB2953  HISTORY     - Date     Condition        Report By
 MB2953  HISTORY     - 1943     MONUMENTED       CGS
 MB2953  HISTORY     - 19951125 GOOD             USPSQD
 MB2953
 MB2953                          STATION DESCRIPTION
 MB2953
 MB2953'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2953'STATION IS LOCATED ABOUT 3.0 MILES W OF THE VILLAGE OF BELDEN.  IT IS
 MB2953'A STANDARD AIRWAY BEACON WITH
 MB2953'A REVOLVING LIGHT AND A COLORED LIGHT WHICH
 MB2953'FLASHES THE IDENTIFYING LETTER W IN
 MB2953'CODE.
 MB2953'
 MB2953'THE POINT CENTERED WAS THE WHITE LIGHT OF THE BEACON.
 MB2953'
 MB2953'THE STATION WAS LOCATED BY INTERSECTION FROM TRIANGULATION
 MB2953'STATIONS OLMSTEAD,
 MB2953'OHIO, ROYALTON, AND GRAFTON.
 MB2953'
 MB2953'THIS STATION WAS NOT VISITED.
 MB2953
 MB2953                          STATION RECOVERY (1995)
 MB2953
 MB2953'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB2953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2851 ***********************************************************************
 MB2851  DESIGNATION -  AIRWAY BN 32 S GARFIELD HTS
 MB2851  PID         -  MB2851
 MB2851  STATE/COUNTY-  OH/CUYAHOGA
 MB2851  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB2851
 MB2851                         *CURRENT SURVEY CONTROL
 MB2851  ___________________________________________________________________
 MB2851* NAD 83(1995)-  41 23 35.89304(N)    081 33 54.61315(W)     ADJUSTED  
 MB2851* NAVD 88     -                                                        
 MB2851  ___________________________________________________________________
 MB2851  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 MB2851  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MB2851
 MB2851  HORZ ORDER  -  THIRD
 MB2851
 MB2851.The horizontal coordinates were established by classical geodetic methods
 MB2851.and adjusted by the National Geodetic Survey in April 1998..
 MB2851
 MB2851
 MB2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2851
 MB2851.The geoid height was determined by GEOID03.
 MB2851
 MB2851;                    North         East     Units Scale Factor Converg.
 MB2851;SPC OH N     -   192,157.012   678,177.679   MT  0.99995525   +0 36 50.9
 MB2851;UTM  17      - 4,582,573.078   452,751.881   MT  0.99962747   -0 22 25.4
 MB2851
 MB2851                          SUPERSEDED SURVEY CONTROL
 MB2851
 MB2851  NAD 83(1995)-  41 23 35.90178(N)    081 33 54.61436(W) AD(       ) 4
 MB2851  NAD 83(1986)-  41 23 35.90052(N)    081 33 54.61838(W) AD(       ) 4
 MB2851  NAD 27      -  41 23 35.70900(N)    081 33 55.17000(W) AD(       ) 3
 MB2851
 MB2851.Superseded values are not recommended for survey control.
 MB2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2851.See file dsdata.txt to determine how the superseded data were derived.
 MB2851
 MB2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5275282573(NAD 83)
 MB2851
 MB2851  HISTORY     - Date     Condition        Report By
 MB2851  HISTORY     - 1943     MONUMENTED       CGS
 MB2851  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 MB2851
 MB2851                          STATION DESCRIPTION
 MB2851
 MB2851'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2851'THE AIRWAY BEACON IS LOCATED ABOUT 2.85 MILES SOUTH OF GARFIELD
 MB2851'HEIGHTS, ABOUT 12.8
 MB2851'MILES EAST OF THE CLEVELAND AIRPORT AND ALONG THE EAST SIDE OF THE
 MB2851'HIGHWAY.  IT IS A FOUR LEGGED STEEL
 MB2851'STRUCTURE 90 FEET HIGH, PAINTED RED AND WHITE AND HAS
 MB2851'A REVOLVING WHITE LIGHT AND 2 RED LIGHTS ON
 MB2851'TOP.
 MB2851'
 MB2851'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 17 AND TURNY ROAD IN
 MB2851'GARFIELD HEIGHTS, GO SOUTH ON TURNY
 MB2851'ROAD FOR 2.85 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 MB2851
 MB2851                          STATION RECOVERY (1994)
 MB2851
 MB2851'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2935 ***********************************************************************
 MB2935  DESIGNATION -  AIRWAY BN 4 MI NW RICHFIELD
 MB2935  PID         -  MB2935
 MB2935  STATE/COUNTY-  OH/SUMMIT
 MB2935  USGS QUAD   -  WEST RICHFIELD (1994)
 MB2935
 MB2935                         *CURRENT SURVEY CONTROL
 MB2935  ___________________________________________________________________
 MB2935* NAD 83(1995)-  41 14 58.47027(N)    081 39 43.09771(W)     ADJUSTED  
 MB2935* NAVD 88     -                                                        
 MB2935  ___________________________________________________________________
 MB2935  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 MB2935  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB2935
 MB2935  HORZ ORDER  -  THIRD
 MB2935
 MB2935.The horizontal coordinates were established by classical geodetic methods
 MB2935.and adjusted by the National Geodetic Survey in April 1998..
 MB2935
 MB2935
 MB2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2935
 MB2935.The geoid height was determined by GEOID03.
 MB2935
 MB2935;                    North         East     Units Scale Factor Converg.
 MB2935;SPC OH N     -   176,113.771   670,236.043   MT  0.99994416   +0 33 02.0
 MB2935;UTM  17      - 4,566,674.119   444,537.543   MT  0.99963786   -0 26 11.3
 MB2935
 MB2935                          SUPERSEDED SURVEY CONTROL
 MB2935
 MB2935  NAD 83(1986)-  41 14 58.47972(N)    081 39 43.10476(W) AD(       ) 4
 MB2935  NAD 27      -  41 14 58.28800(N)    081 39 43.64700(W) AD(       ) 3
 MB2935
 MB2935.Superseded values are not recommended for survey control.
 MB2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2935.See file dsdata.txt to determine how the superseded data were derived.
 MB2935
 MB2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4453866674(NAD 83)
 MB2935
 MB2935  HISTORY     - Date     Condition        Report By
 MB2935  HISTORY     - 1943     MONUMENTED       CGS
 MB2935
 MB2935                          STATION DESCRIPTION
 MB2935
 MB2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2935'THE AIRWAY BEACON IS LOCATED ABOUT 1 MILE N OF THE VILLAGE OF WEST
 MB2935'RICHFIELD AND IS ON THE
 MB2935'HIGHEST POINT IN SUMMIT COUNTY.  IT IS ABOUT 200
 MB2935'FEET N OF M. TIMKO FARMHOUSE,
 MB2935'AND 75.6 FEET E OF THE CENTER LINE
 MB2935'OF U.S. HIGHWAY 21.  IT IS A FOUR-LEGGED STEEL
 MB2935'STRUCTURE AND IS 50 FEET HIGH.
 MB2935'
 MB2935'TO REACH FROM THE WEST RICHFIELD POST OFFICE, GO N ON U.S.
 MB2935'HIGHWAY 21 FOR
 MB2935'ABOUT 1 MILE TO THE SUMMIT OF THE HILL AND THE
 MB2935'BEACON ON THE RIGHT.
 MB2935'
 MB2935'THIS IS AN INTERSECTION SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8517 ***********************************************************************
 AC8517  SACS        -  This is a Secondary Airport Control Station.
 AC8517  DESIGNATION -  AKR A
 AC8517  PID         -  AC8517
 AC8517  STATE/COUNTY-  OH/SUMMIT
 AC8517  USGS QUAD   -  AKRON EAST (1964)
 AC8517
 AC8517                         *CURRENT SURVEY CONTROL
 AC8517  ___________________________________________________________________
 AC8517* NAD 83(1995)-  41 02 01.94105(N)    081 28 40.62457(W)     ADJUSTED  
 AC8517* NAVD 88     -       325.19   (meters)    1066.9    (feet)  GPS OBS   
 AC8517  ___________________________________________________________________
 AC8517  X           -     714,030.148 (meters)                     COMP
 AC8517  Y           -  -4,765,142.691 (meters)                     COMP
 AC8517  Z           -   4,165,453.059 (meters)                     COMP
 AC8517  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AC8517  ELLIP HEIGHT-         291.86  (meters)          (10/07/05) GPS OBS
 AC8517  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 AC8517
 AC8517  HORZ ORDER  -  FIRST
 AC8517  ELLP ORDER  -  FOURTH    CLASS II
 AC8517
 AC8517.This mark is at Fulton Intl Airport (AKR)
 AC8517
 AC8517.The horizontal coordinates were established by GPS observations
 AC8517.and adjusted by the National Geodetic Survey in May 1997..
 AC8517
 AC8517.The orthometric height was determined by GPS observations and a
 AC8517.high-resolution geoid model.
 AC8517
 AC8517.GPS derived orthometric heights for airport stations designated as
 AC8517.PACS or SACS are published to 2 decimal places.  This maintains
 AC8517.centimeter relative accuracy between the PACS and SACS.  It does
 AC8517.not indicate centimeter accuracy relative to other marks which are
 AC8517.part of the NAVD 88 network.
 AC8517
 AC8517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8517
 AC8517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8517
 AC8517.The ellipsoidal height was determined by GPS observations
 AC8517.and is referenced to NAD 83.
 AC8517
 AC8517.The geoid height was determined by GEOID03.
 AC8517
 AC8517;                    North         East     Units Scale Factor Converg.
 AC8517;SPC OH N     -   152,326.102   685,939.039   MT  0.99993931   +0 40 17.2
 AC8517;UTM  17      - 4,542,627.255   459,824.087   MT  0.99961987   -0 18 49.6
 AC8517
 AC8517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8517!SPC OH N     -   0.99995422  x   0.99993931  =   0.99989353
 AC8517!UTM  17      -   0.99995422  x   0.99961987  =   0.99957411
 AC8517
 AC8517:                Primary Azimuth Mark                     Grid Az
 AC8517:SPC OH N     -  AIRPORT                                  094 54 41.8
 AC8517:UTM  17      -  AIRPORT                                  095 53 48.6
 AC8517
 AC8517|---------------------------------------------------------------------|
 AC8517| PID    Reference Object                     Distance      Geod. Az  |
 AC8517|                                                           dddmmss.s |
 AC8517| MB1222 AIRPORT                             457.991 METERS 0953459.0 |
 AC8517|---------------------------------------------------------------------|
 AC8517
 AC8517                          SUPERSEDED SURVEY CONTROL
 AC8517
 AC8517.No superseded survey control is available for this station.
 AC8517
 AC8517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5982442627(NAD 83)
 AC8517_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8517_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC8517_SP_SET: CONCRETE MANHOLE FOUNDATION
 AC8517_STAMPING: AKR A 1995
 AC8517_MARK LOGO: NGS   
 AC8517_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8517+STABILITY: SURFACE MOTION
 AC8517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8517+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8517
 AC8517  HISTORY     - Date     Condition        Report By
 AC8517  HISTORY     - 1995     MONUMENTED       NGS
 AC8517
 AC8517                          STATION DESCRIPTION
 AC8517
 AC8517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC8517'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTHEAST OF DOWNTOWN
 AC8517'AKRON AT THE AKRON FULTON INTERNATIONAL AIRPORT, BETWEEN A RAILROAD
 AC8517'TRACK AND THE CONNECTOR TAXI TO RUNWAY END 7, AND ADJACENT TO THE
 AC8517'DISPLACED THRESHOLD.  OWNERSHIP--CITY OF AKRON, 1436 TRIPLETT
 AC8517'BOULEVARD, AKRON, OH.  44306.  AIRPORT SUPERVISOR IS PATRICK T.
 AC8517'ANTONINO, SR.  OFFICE PHONE IS 216-375-2888.  HOME PHONE IS
 AC8517'216-699-0711.  CONTACT HIM ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT
 AC8517'TO THIS STATION.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAYS 77
 AC8517'AND 277, AND STATE HIGHWAY 224 (I-77 EXIT 122A) , GO EAST ON HIGHWAY
 AC8517'224 FOR 1.5 KM (0.95 MI) TO THE KELLY AVENUE EXIT ON THE RIGHT.  BEAR
 AC8517'RIGHT, EAST, ON THE EXIT FOR 0.1 KM (0.05 MI) TO KELLY AVENUE.  TURN
 AC8517'LEFT, NORTH, ON KELLY AVENUE FOR 1.77 KM (1.10 MI) TO TRIPLETT
 AC8517'BOULEVARD (STATE HIGHWAY 74) .  TURN RIGHT, EAST-SOUTHEAST, ON
 AC8517'TRIPLETT BOULEVARD FOR 1.9 KM (1.20 MI) TO SEIBERLING ROAD.  TURN
 AC8517'RIGHT, SOUTHERLY, ON THE ROAD FOR 0.5 KM (0.30 MI) FOLLOWING SIGNS TO
 AC8517'A GATE AT ASPECT AIR INC.  AN ESCORT WILL TAKE YOU FROM HERE.  THE
 AC8517'STATION IS SET IN THE TOP OF THE NORTH SIDE OF AN ABANDONED MANHOLE
 AC8517'COVER FOUNDATION SET FLUSH WITH THE GROUND.  IT IS 39.7 M (130.2 FT)
 AC8517'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE DISPLACED THRESHOLD,
 AC8517'35.0 M (114.8 FT) NORTH-NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY,
 AC8517'34.5 M (113.2 FT) WEST-NORTHWEST OF THE CENTER OF THE TAXI, 9.6 M
 AC8517'(31.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, AND 0.3
 AC8517'M (1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST. NOTE--STATION
 AC8517'SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2731 ***********************************************************************
 MB2731  DESIGNATION -  AKR AIRPORT BCN AKRON APT
 MB2731  PID         -  MB2731
 MB2731  STATE/COUNTY-  OH/SUMMIT
 MB2731  USGS QUAD   -  AKRON EAST (1964)
 MB2731
 MB2731                         *CURRENT SURVEY CONTROL
 MB2731  ___________________________________________________________________
 MB2731* NAD 83(1995)-  41 02 11.56664(N)    081 27 25.37884(W)     ADJUSTED  
 MB2731* NAVD 88     -                                                        
 MB2731  ___________________________________________________________________
 MB2731  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 MB2731  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MB2731
 MB2731  HORZ ORDER  -  THIRD
 MB2731
 MB2731.This mark is at Fulton Intl Airport (AKR)
 MB2731
 MB2731.The horizontal coordinates were established by classical geodetic methods
 MB2731.and adjusted by the National Geodetic Survey in April 1998..
 MB2731
 MB2731
 MB2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2731
 MB2731.The geoid height was determined by GEOID03.
 MB2731
 MB2731;                    North         East     Units Scale Factor Converg.
 MB2731;SPC OH N     -   152,643.804   687,692.917   MT  0.99993929   +0 41 06.6
 MB2731;UTM  17      - 4,542,914.661   461,582.605   MT  0.99961816   -0 18 00.3
 MB2731
 MB2731                          SUPERSEDED SURVEY CONTROL
 MB2731
 MB2731  NAD 83(1986)-  41 02 11.57345(N)    081 27 25.38310(W) AD(       ) 4
 MB2731  NAD 27      -  41 02 11.37061(N)    081 27 25.96685(W) AD(       ) 3
 MB2731
 MB2731.Superseded values are not recommended for survey control.
 MB2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2731.See file dsdata.txt to determine how the superseded data were derived.
 MB2731
 MB2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6158342915(NAD 83)
 MB2731_MARKER: Z = SEE DESCRIPTION
 MB2731_SETTING: 0 = UNSPECIFIED SETTING
 MB2731_MARK LOGO: NGS   
 MB2731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2731
 MB2731  HISTORY     - Date     Condition        Report By
 MB2731  HISTORY     - 1977     MONUMENTED       NGS
 MB2731
 MB2731                          STATION DESCRIPTION
 MB2731
 MB2731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2731'THE STATION IS THE AIRPORT BEACON ATOP AND NOT CENTERED OF THE
 MB2731'AKRON MUNICIPAL AIRPORT CONTROL TOWER.  IT IS A OCTAGON SHAPED
 MB2731'TOWER, WHITE AND BLACK IN COLOR AND APPROXIMATELY 70 FEET HIGH.
 MB2731'
 MB2731'IT IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF AKRON, ALONG EAST
 MB2731'SIDE OF THE AIRPORT, 53 FEET WEST-NORTHWEST OF THE WEST CURB OF
 MB2731'STATE HIGHWAY 241, AND AT THE SITE OF TRIANGULATION STATION
 MB2731'SPORTS 1943.
 MB2731'
 MB2731'DESCRIBED BY D.C FRAZIER, TYPED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3384 ***********************************************************************
 AB3384  SACS        -  This is a Secondary Airport Control Station.
 AB3384  DESIGNATION -  AKR ARP
 AB3384  PID         -  AB3384
 AB3384  STATE/COUNTY-  OH/SUMMIT
 AB3384  USGS QUAD   -  AKRON EAST (1964)
 AB3384
 AB3384                         *CURRENT SURVEY CONTROL
 AB3384  ___________________________________________________________________
 AB3384* NAD 83(1995)-  41 02 18.45203(N)    081 28 00.41952(W)     ADJUSTED  
 AB3384* NAVD 88     -       317.57   (meters)    1041.9    (feet)  GPS OBS   
 AB3384  ___________________________________________________________________
 AB3384  X           -     714,908.479 (meters)                     COMP
 AB3384  Y           -  -4,764,667.018 (meters)                     COMP
 AB3384  Z           -   4,165,832.259 (meters)                     COMP
 AB3384  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AB3384  ELLIP HEIGHT-         284.23  (meters)          (10/07/05) GPS OBS
 AB3384  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 AB3384
 AB3384  HORZ ORDER  -  FIRST
 AB3384  ELLP ORDER  -  FOURTH    CLASS II
 AB3384
 AB3384.This mark is at Fulton Intl Airport (AKR)
 AB3384
 AB3384.The horizontal coordinates were established by GPS observations
 AB3384.and adjusted by the National Geodetic Survey in May 1997..
 AB3384
 AB3384.The orthometric height was determined by GPS observations and a
 AB3384.high-resolution geoid model.
 AB3384
 AB3384.GPS derived orthometric heights for airport stations designated as
 AB3384.PACS or SACS are published to 2 decimal places.  This maintains
 AB3384.centimeter relative accuracy between the PACS and SACS.  It does
 AB3384.not indicate centimeter accuracy relative to other marks which are
 AB3384.part of the NAVD 88 network.
 AB3384
 AB3384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3384
 AB3384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3384
 AB3384.The ellipsoidal height was determined by GPS observations
 AB3384.and is referenced to NAD 83.
 AB3384
 AB3384.The geoid height was determined by GEOID03.
 AB3384
 AB3384;                    North         East     Units Scale Factor Converg.
 AB3384;SPC OH N     -   152,846.439   686,872.030   MT  0.99993927   +0 40 43.6
 AB3384;UTM  17      - 4,543,131.312   460,765.585   MT  0.99961895   -0 18 23.3
 AB3384
 AB3384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3384!SPC OH N     -   0.99995542  x   0.99993927  =   0.99989469
 AB3384!UTM  17      -   0.99995542  x   0.99961895  =   0.99957438
 AB3384
 AB3384                          SUPERSEDED SURVEY CONTROL
 AB3384
 AB3384.No superseded survey control is available for this station.
 AB3384
 AB3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6076643131(NAD 83)
 AB3384_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3384_STAMPING: ARP 1967
 AB3384_MARK LOGO: CGS   
 AB3384_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3384+STABILITY: SURFACE MOTION
 AB3384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3384+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1995
 AB3384
 AB3384  HISTORY     - Date     Condition        Report By
 AB3384  HISTORY     - 1967     MONUMENTED       CGS
 AB3384  HISTORY     - 19910615 GOOD             NGS
 AB3384  HISTORY     - 19950731 GOOD             NGS
 AB3384
 AB3384                          STATION DESCRIPTION
 AB3384
 AB3384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB3384'LOCATED AT AKRON FULTON INTL AIRPORT ON THE NORTHWEST SIDE OF RUNWAY
 AB3384'7-25, 185.2 FT (56.4 M) WEST OF THE 2ND RUNWAY LIGHT NORTHEAST OF THE
 AB3384'CONNECTING TAXIWAY, 144.6 FT (44.1 M) NORTH OF THE FIRST RUNWAY LIGHT
 AB3384'FROM THE TAXIWAY, AND 141.1 FT (43.0 M) NORTH OF THE NORTH EDGE OF THE
 AB3384'RUNWAY 7-25.  A TOPOGRAPHIC DISK STAMPED ARP 1967 SET IN A CONCRETE
 AB3384'MONUMENT ABOUT FLUSH WITH THE GROUND.  NOTE, IN 1971 THE DISK WAS
 AB3384'SHEARED OFF AND REPLACED IN THE EXACT SAME LOCATION.  A NEW ELEVATION
 AB3384'WAS DETERMINED AT THAT TIME.
 AB3384
 AB3384                          STATION RECOVERY (1995)
 AB3384
 AB3384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3384'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTHEAST OF DOWNTOWN
 AB3384'AKRON AT THE AKRON FULTON INTERNATIONAL AIRPORT, IN GRASS IN THE NORTH
 AB3384'QUADRANT OF THE JUNCTION OF RUNWAY 7-25 AND TAXI D, AND AT THE CENTER
 AB3384'OF THE AIRFIELD.  OWNERSHIP--CITY OF AKRON, 1436 TRIPLETT BOULEVARD,
 AB3384'AKRON, OH.  44306.  AIRPORT SUPERVISOR IS PATRICK T. ANTONINO, SR.
 AB3384'OFFICE PHONE IS 216-375-2888.  HOME PHONE IS 216-699-0711.  CONTACT
 AB3384'HIM ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT TO THIS STATION.  TO
 AB3384'REACH FROM THE JUNCTION OF INTERSTATE HIGHWAYS 77 AND 277, AND STATE
 AB3384'HIGHWAY 224 (I-77 EXIT 122A) , GO EAST ON HIGHWAY 224 FOR 1.5 KM (0.95
 AB3384'MI) TO THE KELLY AVENUE EXIT ON THE RIGHT.  BEAR RIGHT, EAST, ON THE
 AB3384'EXIT FOR 0.1 KM (0.05 MI) TO KELLY AVENUE.  TURN LEFT, NORTH, ON KELLY
 AB3384'AVENUE FOR 1.77 KM (1.10 MI) TO TRIPLETT BOULEVARD (STATE HIGHWAY 74)
 AB3384'.  TURN RIGHT, EAST-SOUTHEAST, ON TRIPLETT BOULEVARD FOR 1.9 KM (1.20
 AB3384'MI) TO SEIBERLING ROAD.  TURN RIGHT, SOUTHERLY, ON THE ROAD FOR 0.5 KM
 AB3384'(0.30 MI) FOLLOWING SIGNS TO A GATE AT ASPECT AIR INC.  AN ESCORT WILL
 AB3384'TAKE YOU FROM HERE.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND
 AB3384'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 60.6 M (198.8 FT)
 AB3384'EAST-NORTHEAST OF THE NORTHEAST EDGE OF TAXI D, 48.4 M (158.8 FT)
 AB3384'SOUTH-SOUTHEAST OF THE SOUTHEAST EDGE OF THE PARALLEL TAXI, 43.0 M
 AB3384'(141.1 FT) NORTH-NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY, AND
 AB3384'0.3 M (1.0 FT) SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST.
 AB3384'NOTE--THIS STATION SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1378 ***********************************************************************
 MB1378  DESIGNATION -  AKRON
 MB1378  PID         -  MB1378
 MB1378  STATE/COUNTY-  OH/SUMMIT
 MB1378  USGS QUAD   -  AKRON WEST (1994)
 MB1378
 MB1378                         *CURRENT SURVEY CONTROL
 MB1378  ___________________________________________________________________
 MB1378* NAD 83(1995)-  41 06 58.44172(N)    081 32 55.35289(W)     ADJUSTED  
 MB1378* NAVD 88     -       330.702  (meters)    1084.98   (feet)  ADJUSTED  
 MB1378  ___________________________________________________________________
 MB1378  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 MB1378  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB1378  DYNAMIC HT  -         330.559 (meters)    1084.51  (feet)  COMP
 MB1378  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 MB1378
 MB1378  HORZ ORDER  -  FIRST
 MB1378  VERT ORDER  -  FIRST     CLASS II
 MB1378
 MB1378.The horizontal coordinates were established by classical geodetic methods
 MB1378.and adjusted by the National Geodetic Survey in April 1998..
 MB1378
 MB1378.The orthometric height was determined by differential leveling
 MB1378.and adjusted by the National Geodetic Survey in June 1991..
 MB1378
 MB1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1378
 MB1378.The geoid height was determined by GEOID03.
 MB1378
 MB1378.The dynamic height is computed by dividing the NAVD 88
 MB1378.geopotential number by the normal gravity value computed on the
 MB1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1378.degrees latitude (g = 980.6199 gals.).
 MB1378
 MB1378.The modeled gravity was interpolated from observed gravity values.
 MB1378
 MB1378;                    North         East     Units Scale Factor Converg.
 MB1378;SPC OH N     -   161,404.356   679,889.845   MT  0.99993950   +0 37 29.8
 MB1378;UTM  17      - 4,551,805.303   453,933.789   MT  0.99962612   -0 21 39.0
 MB1378
 MB1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1378!SPC OH N     -   0.99995338  x   0.99993950  =   0.99989288
 MB1378!UTM  17      -   0.99995338  x   0.99962612  =   0.99957952
 MB1378
 MB1378:                Primary Azimuth Mark                     Grid Az
 MB1378:SPC OH N     -  AKRON RADIO STA WADC W TOWER             027 42 49.4
 MB1378:UTM  17      -  AKRON RADIO STA WADC W TOWER             028 41 58.2
 MB1378
 MB1378|---------------------------------------------------------------------|
 MB1378| PID    Reference Object                     Distance      Geod. Az  |
 MB1378|                                                           dddmmss.s |
 MB1378| MB2875 AKRON RADIO STA WADC W TOWER        APPROX. 6.5 KM 0282019.2 |
 MB1378| MB2869 AKRON RADIO STA WADC E TOWER        APPROX. 6.6 KM 0290857.0 |
 MB1378| MB2737 CUYAHOGA FALLS MUNICIPAL TANK       APPROX. 4.9 KM 0595943.3 |
 MB1378| MB2872 AKRON RADIO STA WCUE W MAST         APPROX. 2.5 KM 0643012.2 |
 MB1378| MB2871 AKRON RADIO STA WCUE E MAST         APPROX. 2.6 KM 0652407.2 |
 MB1378| MB1097 HOME                                APPROX. 5.1 KM 0950238.4 |
 MB1378| MB2707 TALLMADGE RADIO STA WADC MAST       APPROX. 8.6 KM 0985931.5 |
 MB1378| MB2878 AKRON OHIO EDISON ELEC CO TWR       APPROX. 4.7 KM 1213014.0 |
 MB1378| MB2699 AKRON BRITTAIN RD MUN TANK          APPROX. 8.2 KM 1230730.8 |
 MB1378| MB2896 AKRON POLICE RADIO MAST             APPROX. 5.6 KM 1431153.6 |
 MB1378| MB2704 AKRON MUN APT GOODYEAR HGR BCN      APPROX.11.4 KM 1442158.2 |
 MB1378| MB2713 AKRON ELBON AVE MUNICIPAL TANK      APPROX. 7.7 KM 1450536.1 |
 MB1378| MB2920 AKRON TV STATION WAKR MAST          APPROX. 4.5 KM 1454949.5 |
 MB1378| MB2895 AKRON FIRST NATL BANK BLDG LT       APPROX. 6.7 KM 1455234.3 |
 MB1378| MB1376 AKRON RM 1                           43.513 METERS 14734     |
 MB1378| MB2922 AKRON ST BERNARDS CH N SPIRE        APPROX. 4.9 KM 1484222.1 |
 MB1378| MB2916 AKRON ST BERNARDS CH S SPIRE        APPROX. 5.0 KM 1485253.8 |
 MB1378| MB2907 AKRON FIRST UNITE C OF C SPIRE      APPROX. 3.0 KM 1711303.8 |
 MB1378| MB2884 AKRON WOOSTER AVE MUN TANK          APPROX. 5.1 KM 1830642.2 |
 MB1378| MB2880 AKRON WOOSTER AVE MUN SPIPE         APPROX. 5.1 KM 1832931.3 |
 MB1378| MB2917 AKRON DOVER AVE S MUN SPIPE         APPROX. 4.8 KM 1940236.7 |
 MB1378| MB2921 AKRON DOVER AVE N MUN SPIPE         APPROX. 4.7 KM 1940845.8 |
 MB1378| MB2886 AKRON WESTMINSTER PRESB SPIRE       APPROX. 2.0 KM 1980243.5 |
 MB1378| MB2882 AKRON CHRIST METH CHURCH SPIRE      APPROX. 2.7 KM 2072421.0 |
 MB1378| MB2925 BARBERTON RESERVE STANDPIPE         APPROX. 9.2 KM 2164210.9 |
 MB1378| MB2919 AKRON ST PAULS EPIS CH SPIRE        APPROX. 1.5 KM 2175237.9 |
 MB1378| MB2879 AKRON ST SEBASTIANS CH SPIRE        APPROX. 2.4 KM 2180043.1 |
 MB1378| MB1377 AKRON RM 2                           42.920 METERS 29907     |
 MB1378| MB2855 758=WTAM                                           34115     |
 MB1378|---------------------------------------------------------------------|
 MB1378
 MB1378                          SUPERSEDED SURVEY CONTROL
 MB1378
 MB1378  NAD 83(1986)-  41 06 58.44891(N)    081 32 55.35635(W) AD(       ) 1
 MB1378  NAD 27      -  41 06 58.25300(N)    081 32 55.91920(W) AD(       ) 1
 MB1378  NGVD 29 (??/??/92)  330.900  (m)         1085.63   (f) ADJ UNCH    1 2
 MB1378
 MB1378.Superseded values are not recommended for survey control.
 MB1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1378.See file dsdata.txt to determine how the superseded data were derived.
 MB1378
 MB1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5393451805(NAD 83)
 MB1378_MARKER: DS = TRIANGULATION STATION DISK
 MB1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1378_STAMPING: AKRON 1943
 MB1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1378+STABILITY: SURFACE MOTION
 MB1378
 MB1378  HISTORY     - Date     Condition        Report By
 MB1378  HISTORY     - 1943     MONUMENTED       CGS
 MB1378  HISTORY     - 1950     SEE DESCRIPTION  CGS
 MB1378  HISTORY     - 1950     SEE DESCRIPTION  CGS
 MB1378  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MB1378  HISTORY     - 1963     GOOD             NGS
 MB1378
 MB1378                          STATION DESCRIPTION
 MB1378
 MB1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB1378'STATION IS IN THE N
 MB1378'SECTION OF THE
 MB1378'CITY OF AKRON, NEAR SW CORNER OF NORTH PORTAGE PATH
 MB1378'AND GARMAN ROAD, ON THE PROPERTY
 MB1378'OF F.A. SEIBERLING, AND APPROXIMATELY
 MB1378'100 FEET S OF THE ENTRANCE OF THE GATE TO THE
 MB1378'SIEBERLING
 MB1378'ESTATE RESIDENCE.  THE STATION IS SET 49 FEET W OF THE
 MB1378'APPROXIMATE
 MB1378'CENTER LINE OF NORTH PORTAGE PATH, 42 FEET S OF THE APPROXIMATE
 MB1378'CENTER LINE OF
 MB1378'GARMAN ROAD, AND 26.1 FEET S OF THE S EDGE OF A
 MB1378'TRAFFIC-STOP SIGN ON THE S SIDE
 MB1378'OF GARMAN ROAD.  THE DISK IS 14
 MB1378'INCHES BELOW THE SURFACE OF THE GROUND AND IS
 MB1378'STAMPED AKRON 1943.
 MB1378'
 MB1378'STATION AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN THE
 MB1378'TOP OF CONCRETE
 MB1378'POSTS, SIMILARLY FOR REFERENCE MARKS.
 MB1378'
 MB1378'REFERENCE MARK 1 IS 142.80 FEET SE OF THE STATION, 25 FEET E
 MB1378'OF THE APPROXIMATE
 MB1378'CENTER LINE OF NORTH PORTAGE PATH, AND 1.5 FEET
 MB1378'NW OF AN OHIO BELL TELEPHONE POLE.
 MB1378'IT IS A BRONZE REFERENCE DISK,
 MB1378'WITH ARROW POINTING TO STATION, AND IS STAMPED AKRON
 MB1378'NO 1 1943.
 MB1378'
 MB1378'REFERENCE MARK 2 IS 140.96 FEET NW OF THE STATION, 76 FEET W
 MB1378'OF STONE FENCE
 MB1378'CORNER, 26 FEET N OF APPROXIMATE CENTER LINE OF
 MB1378'GARMAN ROAD, AND 1.0 FOOT S OF
 MB1378'THE STONE FENCE SURROUNDING THE
 MB1378'RESIDENCE PROPERTY OF THE SIEBERLING ESTATE.  IT
 MB1378'IS A BRONZE REFERENCE
 MB1378'DISK, WITH ARROW POINTING TO STATION, AND IS STAMPED
 MB1378'AKRON NO 2 1943.
 MB1378'
 MB1378'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 MB1378'
 MB1378'TO REACH STATION FROM THE JUNCTION OF ROUTE 18 (TALLMADGE
 MB1378'AVENUE) AND NORTH
 MB1378'PORTAGE PATH, IN THE CITY OF AKRON, GO N ON
 MB1378'NORTH PORTAGE PATH FOR 0.75 MILE TO
 MB1378'THE INTERSECTION OF GARMAN
 MB1378'ROAD.
 MB1378'
 MB1378'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MB1378
 MB1378                          STATION RECOVERY (1950)
 MB1378
 MB1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB1378'OBS MADE FROM A 90 FOOT STEEL TOWER.
 MB1378'
 MB1378'THE STATION, NOTES 1A AND 7A AND REFERENCE MARKS NOS 1 AND 2, NOTES
 MB1378'11A, RECOVERED AND FOUND IN
 MB1378'GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 MB1378'
 MB1378'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH-NORTHWEST OF THE
 MB1378'CENTER OF AKRON IN THE
 MB1378'SOUTHWEST ANGLE OF NORTH PORTAGE PATH AND GARMAN ROAD AND ON PROPERTY
 MB1378'OWNED BY MR.  F.A. SEIBERLING.  IT
 MB1378'IS 49 FEET WEST OF THE CENTER OF NORTH PORTAGE PATH, 42 FEET SOUTH
 MB1378'OF THE CENTER OF GARMAN ROAD AND ABOUT
 MB1378'100 FEET SOUTH OF THE ENTRANCE TO THE SEIBERLING
 MB1378'ESTATE.  IT IS STAMPED AKRON 1943 AND SET 14 INCHES BELOW
 MB1378'THE GROUND SURFACE.
 MB1378'
 MB1378'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 25 FEET EAST OF THE
 MB1378'CENTER OF NORTH PORTAGE
 MB1378'PATH AND 1-1/2 FEET NORTHEAST OF POWER LINE POLE.  IT IS STAMPED
 MB1378'AKRON NO 1 1943 AND PROJECTS 6
 MB1378'INCHES.
 MB1378'
 MB1378'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 76 FEET WEST OF
 MB1378'STONE FENCE CORNER, 26 FEET NORTH
 MB1378'OF THE CENTER OF GARMAN ROAD AND 2 FEET SOUTH OF STONE FENCE LINE.
 MB1378'IT IS IT IS A REFERENCE MARK DISK,
 MB1378'STAMPED LEVEL NO 1 1943 PROJECTING 4 INCHES.  (NOTE 11A)
 MB1378'STAMPED AKRON NO 2 1943 AND PROJECTS 6 INCHES.
 MB1378'
 MB1378'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 MB1378'
 MB1378'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO 18
 MB1378'(TALLMADGE AVENUE) AND NORTH
 MB1378'PORTAGE PATH IN THE NORTHWEST SECTION OF AKRON, GO NORTH ON NORTH
 MB1378'PORTAGE PATH FOR 0.75 MILE TO
 MB1378'INTERSECTION WITH GARMAN ROAD AND STATION IN SOUTHWEST ANGLE AS
 MB1378'DESCRIBED.
 MB1378
 MB1378                          STATION RECOVERY (1950)
 MB1378
 MB1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (LWS)
 MB1378'STATION WAS RECOVERED AS DESCRIBED IN THE 1950 DESCRIPTION AND ALL
 MB1378'MARKS WERE FOUND IN GOOD
 MB1378'CONDITION.  THE 1950 DESCRIPTION IS ADEQUATE.
 MB1378'
 MB1378'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
 MB1378'
 MB1378'DISTANCE AND DIRECTION TO OBJECTS VISIBLE FROM THE GROUND
 MB1378
 MB1378                          STATION RECOVERY (1963)
 MB1378
 MB1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB1378'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MB1378'CONDITION.  THE DISTANCE TO
 MB1378'REFERENCE MARK 1 WAS FOUND TO BE .04 FOOT SHORTER THAN PREVIOUSLY
 MB1378'MEASURED.  THE DISTANCE TO
 MB1378'REFERENCE MARK 2 WAS FOUND TO BE .15 FOOT SHORTER THAN PREVIOUSLY
 MB1378'MEASURED.  THE DIRECTION TO REFERENCE
 MB1378'MARK 1 CHECKED.  THE DIRECTION TO REFERENCE MARK 2
 MB1378'DID NOT CHECK BY 1 MINUTE AND 9 SECONDS.  THE
 MB1378'DESCRIPTIONS ARE ADEQUATE.
 MB1378'THE STATION IS NOW ON THE PROPERTY OF MR. J.A. HAUSER.
 MB1378'
 MB1378'HEIGHT OF LIGHT ABOVE STATION MARK 30.52 METERS.
 MB1378
 MB1378                          STATION RECOVERY (1963)
 MB1378
 MB1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MB1378'AT AKRON.
 MB1378'AT AKRON, IN THE NORTHWEST PART OF THE CITY, NEAR THE JUNCTION
 MB1378'OF NORTH PORTAGE PATH AND GARMAN ROAD, 34 FEET SOUTH OF THE
 MB1378'CENTER LINE OF GARMAN ROAD, 49 FEET WEST OF THE CENTER LINE
 MB1378'OF NORTH PORTAGE PATH, 25.6 FEET WEST OF A FIRE HYDRANT, 22 FEET
 MB1378'SOUTH OF THE CENTER OF THE EAST END OF A CONCRETE SIDEWALK, 16
 MB1378'FEET SOUTH OF A 12-INCH ELM TREE, IN A LAWN AND SET IN THE TOP
 MB1378'OF A CONCRETE POST 1 FOOT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2904 ***********************************************************************
 MB2904  DESIGNATION -  AKRON BF GOODRICH WATER TANK
 MB2904  PID         -  MB2904
 MB2904  STATE/COUNTY-  OH/SUMMIT
 MB2904  USGS QUAD   -  AKRON WEST (1994)
 MB2904
 MB2904                         *CURRENT SURVEY CONTROL
 MB2904  ___________________________________________________________________
 MB2904* NAD 83(1995)-  41 02 37.04988(N)    081 32 31.72094(W)     ADJUSTED  
 MB2904* NAVD 88     -                                                        
 MB2904  ___________________________________________________________________
 MB2904  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 MB2904  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MB2904
 MB2904  HORZ ORDER  -  THIRD
 MB2904
 MB2904.The horizontal coordinates were established by classical geodetic methods
 MB2904.and adjusted by the National Geodetic Survey in April 1998..
 MB2904
 MB2904
 MB2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2904
 MB2904.The geoid height was determined by GEOID03.
 MB2904
 MB2904;                    North         East     Units Scale Factor Converg.
 MB2904;SPC OH N     -   153,347.758   680,529.660   MT  0.99993923   +0 37 45.3
 MB2904;UTM  17      - 4,543,741.421   454,434.781   MT  0.99962555   -0 21 21.6
 MB2904
 MB2904                          SUPERSEDED SURVEY CONTROL
 MB2904
 MB2904  NAD 83(1986)-  41 02 37.05742(N)    081 32 31.72410(W) AD(       ) 4
 MB2904  NAD 27      -  41 02 36.85946(N)    081 32 32.29709(W) AD(       ) 3
 MB2904
 MB2904.Superseded values are not recommended for survey control.
 MB2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2904.See file dsdata.txt to determine how the superseded data were derived.
 MB2904
 MB2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5443543741(NAD 83)
 MB2904
 MB2904  HISTORY     - Date     Condition        Report By
 MB2904  HISTORY     - 1963     MONUMENTED       CGS
 MB2904  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MB2904
 MB2904                          STATION DESCRIPTION
 MB2904
 MB2904'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2904'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 MB2904'ABOUT 3.0 MILES
 MB2904'SOUTHWEST OF THE CENTER OF DOWNTOWN AKRON, NORTHEAST OF THE CORNER
 MB2904'OF EDWIN AND E. WILBETH ROAD.  IT
 MB2904'IS A FOUR LEGGED, SILVER WATER TANK, WITH A SIGN
 MB2904'ON THE SIDE WITH THE LETTERING, B.F. GOODRICH.  IT
 MB2904'IS APPROXIMATELY 120 FEET HIGH.
 MB2904
 MB2904                          STATION RECOVERY (1989)
 MB2904
 MB2904'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRP)
 MB2904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2697 ***********************************************************************
 MB2697  DESIGNATION -  AKRON BLACKSTONE AVE MUN SPIPE
 MB2697  PID         -  MB2697
 MB2697  STATE/COUNTY-  OH/SUMMIT
 MB2697  USGS QUAD   -  AKRON EAST (1964)
 MB2697
 MB2697                         *CURRENT SURVEY CONTROL
 MB2697  ___________________________________________________________________
 MB2697* NAD 83(1995)-  41 06 00.82142(N)    081 28 13.37106(W)     ADJUSTED  
 MB2697* NAVD 88     -                                                        
 MB2697  ___________________________________________________________________
 MB2697  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 MB2697  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MB2697
 MB2697  HORZ ORDER  -  THIRD
 MB2697
 MB2697.The horizontal coordinates were established by classical geodetic methods
 MB2697.and adjusted by the National Geodetic Survey in April 1998..
 MB2697
 MB2697
 MB2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2697
 MB2697.The geoid height was determined by GEOID03.
 MB2697
 MB2697;                    North         East     Units Scale Factor Converg.
 MB2697;SPC OH N     -   159,701.769   686,488.579   MT  0.99993930   +0 40 35.1
 MB2697;UTM  17      - 4,549,990.026   460,500.177   MT  0.99961920   -0 18 33.2
 MB2697
 MB2697                          SUPERSEDED SURVEY CONTROL
 MB2697
 MB2697  NAD 83(1986)-  41 06 00.82836(N)    081 28 13.37462(W) AD(       ) 4
 MB2697  NAD 27      -  41 06 00.62643(N)    081 28 13.95086(W) AD(       ) 3
 MB2697
 MB2697.Superseded values are not recommended for survey control.
 MB2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2697.See file dsdata.txt to determine how the superseded data were derived.
 MB2697
 MB2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6050049990(NAD 83)
 MB2697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2697+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 MB2697
 MB2697  HISTORY     - Date     Condition        Report By
 MB2697  HISTORY     - 1963     MONUMENTED       CGS
 MB2697  HISTORY     - 20060221 GOOD             GEOCAC
 MB2697
 MB2697                          STATION DESCRIPTION
 MB2697
 MB2697'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2697'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
 MB2697'ABOUT 2-3/4 MILES
 MB2697'NORTHEAST OF DOWNTOWN AKRON, 0.2 MILE WEST OF BRITTAIN ROAD, 0.1 MILE
 MB2697'SOUTH OF TALLMADGE AVENUE AND ABOUT
 MB2697'70 FEET SOUTHWEST OF THE INTERSECTION OF BLACKSTONE
 MB2697'AVENUE AND LONGSTONS AVENUE.  IT IS A STANDARD METAL
 MB2697'STANDPIPE PAINTED DARK BLUE AND HAS A
 MB2697'FLASHING RED LIGHT AT THE CENTER OF THE TOP.  ITS OVERALL HEIGHT IS
 MB2697'ABOUT 120 FEET.
 MB2697'
 MB2697'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BLACK THE
 MB2697'DISTANCE BEING 88.4 FEET
 MB2697'AND 26.94 METERS.
 MB2697
 MB2697                          STATION RECOVERY (2006)
 MB2697
 MB2697'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2699 ***********************************************************************
 MB2699  DESIGNATION -  AKRON BRITTAIN RD MUN TANK
 MB2699  PID         -  MB2699
 MB2699  STATE/COUNTY-  OH/SUMMIT
 MB2699  USGS QUAD   -  AKRON EAST (1964)
 MB2699
 MB2699                         *CURRENT SURVEY CONTROL
 MB2699  ___________________________________________________________________
 MB2699* NAD 83(1995)-  41 04 32.52652(N)    081 28 00.05864(W)     ADJUSTED  
 MB2699* NAVD 88     -                                                        
 MB2699  ___________________________________________________________________
 MB2699  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 MB2699  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2699
 MB2699  HORZ ORDER  -  THIRD
 MB2699
 MB2699.The horizontal coordinates were established by classical geodetic methods
 MB2699.and adjusted by the National Geodetic Survey in April 1998..
 MB2699
 MB2699
 MB2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2699
 MB2699.The geoid height was determined by GEOID03.
 MB2699
 MB2699;                    North         East     Units Scale Factor Converg.
 MB2699;SPC OH N     -   156,982.010   686,831.459   MT  0.99993915   +0 40 43.8
 MB2699;UTM  17      - 4,547,265.644   460,796.130   MT  0.99961892   -0 18 23.9
 MB2699
 MB2699                          SUPERSEDED SURVEY CONTROL
 MB2699
 MB2699  NAD 83(1986)-  41 04 32.53353(N)    081 28 00.06213(W) AD(       ) 4
 MB2699  NAD 27      -  41 04 32.33090(N)    081 28 00.64294(W) AD(       ) 3
 MB2699
 MB2699.Superseded values are not recommended for survey control.
 MB2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2699.See file dsdata.txt to determine how the superseded data were derived.
 MB2699
 MB2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6079647266(NAD 83)
 MB2699_MARKER: 51 = TANK
 MB2699
 MB2699  HISTORY     - Date     Condition        Report By
 MB2699  HISTORY     - 1963     FIRST OBSERVED   CGS
 MB2699  HISTORY     - 1984     GOOD             USPSQD
 MB2699
 MB2699                          STATION DESCRIPTION
 MB2699
 MB2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2699'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ON
 MB2699'THE EAST SIDE OF
 MB2699'BRITTAIN ROAD, ABOUT 100 YARDS SOUTHEAST OF THE INTERSECTION OF
 MB2699'BRITTAIN ROAD AND OTTAWA AVENUE.  IT
 MB2699'IS A 6 LEGGED STEEL STRUCTURE, PAINTED GREY WITH A RED AND
 MB2699'WHITE TOP.  THE OVERALL HEIGHT IS 100 FEET.
 MB2699
 MB2699                          STATION RECOVERY (1984)
 MB2699
 MB2699'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MB2699'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2882 ***********************************************************************
 MB2882  DESIGNATION -  AKRON CHRIST METH CHURCH SPIRE
 MB2882  PID         -  MB2882
 MB2882  STATE/COUNTY-  OH/SUMMIT
 MB2882  USGS QUAD   -  AKRON WEST (1994)
 MB2882
 MB2882                         *CURRENT SURVEY CONTROL
 MB2882  ___________________________________________________________________
 MB2882* NAD 83(1995)-  41 05 39.88755(N)    081 33 49.18815(W)     ADJUSTED  
 MB2882* NAVD 88     -                                                        
 MB2882  ___________________________________________________________________
 MB2882  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 MB2882  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MB2882
 MB2882  HORZ ORDER  -  THIRD
 MB2882
 MB2882.The horizontal coordinates were established by classical geodetic methods
 MB2882.and adjusted by the National Geodetic Survey in April 1998..
 MB2882
 MB2882
 MB2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2882
 MB2882.The geoid height was determined by GEOID03.
 MB2882
 MB2882;                    North         East     Units Scale Factor Converg.
 MB2882;SPC OH N     -   158,967.745   678,660.044   MT  0.99993925   +0 36 54.5
 MB2882;UTM  17      - 4,549,390.963   452,662.651   MT  0.99962758   -0 22 13.8
 MB2882
 MB2882                          SUPERSEDED SURVEY CONTROL
 MB2882
 MB2882  NAD 83(1986)-  41 05 39.89542(N)    081 33 49.19133(W) AD(       ) 4
 MB2882  NAD 27      -  41 05 39.69963(N)    081 33 49.75497(W) AD(       ) 3
 MB2882
 MB2882.Superseded values are not recommended for survey control.
 MB2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2882.See file dsdata.txt to determine how the superseded data were derived.
 MB2882
 MB2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5266349391(NAD 83)
 MB2882
 MB2882  HISTORY     - Date     Condition        Report By
 MB2882  HISTORY     - 1963     MONUMENTED       CGS
 MB2882
 MB2882                          STATION DESCRIPTION
 MB2882
 MB2882'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2882'THE STATION IS THE CENTER OF THE CROSS ON THE TOP, LOCATED
 MB2882'ABOUT 2.2 MILES
 MB2882'NORTHWEST OF THE CENTER OF DOWNTOWN AKRON, NORTH OF THE INTERSECTION
 MB2882'OF MINEOLA RD. AND DELA RD., AND
 MB2882'SOUTH OF SCHNEIDER PARK.  IT IS A WHITE SPIRE WITH
 MB2882'A GOLD CROSS ON THE TOP.  IT IS APPROXIMATELY 65
 MB2882'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2709 ***********************************************************************
 MB2709  DESIGNATION -  AKRON COLUMBINE AVE MUN SPIPE
 MB2709  PID         -  MB2709
 MB2709  STATE/COUNTY-  OH/SUMMIT
 MB2709  USGS QUAD   -  AKRON EAST (1964)
 MB2709
 MB2709                         *CURRENT SURVEY CONTROL
 MB2709  ___________________________________________________________________
 MB2709* NAD 83(1995)-  41 02 41.94190(N)    081 25 16.83624(W)     ADJUSTED  
 MB2709* NAVD 88     -                                                        
 MB2709  ___________________________________________________________________
 MB2709  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 MB2709  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MB2709
 MB2709  HORZ ORDER  -  THIRD
 MB2709
 MB2709.The horizontal coordinates were established by classical geodetic methods
 MB2709.and adjusted by the National Geodetic Survey in April 1998..
 MB2709
 MB2709
 MB2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2709
 MB2709.The geoid height was determined by GEOID03.
 MB2709
 MB2709;                    North         East     Units Scale Factor Converg.
 MB2709;SPC OH N     -   153,617.224   690,683.419   MT  0.99993922   +0 42 31.0
 MB2709;UTM  17      - 4,543,836.217   464,588.433   MT  0.99961543   -0 16 36.0
 MB2709
 MB2709                          SUPERSEDED SURVEY CONTROL
 MB2709
 MB2709  NAD 83(1986)-  41 02 41.94818(N)    081 25 16.84078(W) AD(       ) 4
 MB2709  NAD 27      -  41 02 41.74246(N)    081 25 17.43039(W) AD(       ) 3
 MB2709
 MB2709.Superseded values are not recommended for survey control.
 MB2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2709.See file dsdata.txt to determine how the superseded data were derived.
 MB2709
 MB2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6458843836(NAD 83)
 MB2709
 MB2709  HISTORY     - Date     Condition        Report By
 MB2709  HISTORY     - 1963     MONUMENTED       CGS
 MB2709
 MB2709                          STATION DESCRIPTION
 MB2709
 MB2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VMB)
 MB2709'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
 MB2709'ABOUT 5-1/2 MILES
 MB2709'SOUTHEAST OF DOWNTOWN AKRON AND ABOUT 350 FEET WEST-NORTHWEST OF THE
 MB2709'INTERSECTION OF GALE DRIVE AND
 MB2709'COLUMBINE AVENUE.  IT IS A STANDARD METAL STANDPIPE ITS
 MB2709'SIDES ARE PAINTED GREY AND THE TOP IS RED AND
 MB2709'WHITE WITH A RED LIGHT AT THE CENTER OF THE
 MB2709'TOP.  ITS HEIGHT IS ABOUT 100 FEET.
 MB2709'
 MB2709'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GALE THE
 MB2709'DISTANCE IS 65.7 FEET AND
 MB2709'20.03 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2921 ***********************************************************************
 MB2921  DESIGNATION -  AKRON DOVER AVE N MUN SPIPE
 MB2921  PID         -  MB2921
 MB2921  STATE/COUNTY-  OH/SUMMIT
 MB2921  USGS QUAD   -  AKRON WEST (1994)
 MB2921
 MB2921                         *CURRENT SURVEY CONTROL
 MB2921  ___________________________________________________________________
 MB2921* NAD 83(1995)-  41 04 30.18753(N)    081 33 44.72934(W)     ADJUSTED  
 MB2921* NAVD 88     -                                                        
 MB2921  ___________________________________________________________________
 MB2921  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 MB2921  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB2921
 MB2921  HORZ ORDER  -  THIRD
 MB2921
 MB2921.The horizontal coordinates were established by classical geodetic methods
 MB2921.and adjusted by the National Geodetic Survey in April 1998..
 MB2921
 MB2921
 MB2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2921
 MB2921.The geoid height was determined by GEOID03.
 MB2921
 MB2921;                    North         East     Units Scale Factor Converg.
 MB2921;SPC OH N     -   156,818.958   678,787.202   MT  0.99993915   +0 36 57.4
 MB2921;UTM  17      - 4,547,240.978   452,752.802   MT  0.99962747   -0 22 10.4
 MB2921
 MB2921                          SUPERSEDED SURVEY CONTROL
 MB2921
 MB2921  NAD 83(1986)-  41 04 30.19466(N)    081 33 44.73257(W) AD(       ) 4
 MB2921  NAD 27      -  41 04 29.99881(N)    081 33 45.29923(W) AD(       ) 3
 MB2921
 MB2921.Superseded values are not recommended for survey control.
 MB2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2921.See file dsdata.txt to determine how the superseded data were derived.
 MB2921
 MB2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5275347241(NAD 83)
 MB2921
 MB2921  HISTORY     - Date     Condition        Report By
 MB2921  HISTORY     - 1963     MONUMENTED       CGS
 MB2921
 MB2921                          STATION DESCRIPTION
 MB2921
 MB2921'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2921'THE STATION IS THE CENTER OF THE LIGHT ON TOP OF THE STANDPIPE.
 MB2921'IT IS A ROUND,
 MB2921'GREY STANDPIPE WITH A RED AND GREY TOP LOCATED NORTH OF THE
 MB2921'INTERSECTION OF DOVER STREET AND
 MB2921'BELLEVUE STREET ON LOT NO. 1128
 MB2921'IT IS APPROXIMATELY 80 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2917 ***********************************************************************
 MB2917  DESIGNATION -  AKRON DOVER AVE S MUN SPIPE
 MB2917  PID         -  MB2917
 MB2917  STATE/COUNTY-  OH/SUMMIT
 MB2917  USGS QUAD   -  AKRON WEST (1994)
 MB2917
 MB2917                         *CURRENT SURVEY CONTROL
 MB2917  ___________________________________________________________________
 MB2917* NAD 83(1995)-  41 04 28.97629(N)    081 33 44.75680(W)     ADJUSTED  
 MB2917* NAVD 88     -                                                        
 MB2917  ___________________________________________________________________
 MB2917  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 MB2917  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB2917
 MB2917  HORZ ORDER  -  THIRD
 MB2917
 MB2917.The horizontal coordinates were established by classical geodetic methods
 MB2917.and adjusted by the National Geodetic Survey in April 1998..
 MB2917
 MB2917
 MB2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2917
 MB2917.The geoid height was determined by GEOID03.
 MB2917
 MB2917;                    North         East     Units Scale Factor Converg.
 MB2917;SPC OH N     -   156,781.590   678,786.963   MT  0.99993915   +0 36 57.4
 MB2917;UTM  17      - 4,547,203.631   452,751.920   MT  0.99962747   -0 22 10.4
 MB2917
 MB2917                          SUPERSEDED SURVEY CONTROL
 MB2917
 MB2917  NAD 83(1986)-  41 04 28.98342(N)    081 33 44.76002(W) AD(       ) 4
 MB2917  NAD 27      -  41 04 28.78780(N)    081 33 45.32646(W) AD(       ) 3
 MB2917
 MB2917.Superseded values are not recommended for survey control.
 MB2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2917.See file dsdata.txt to determine how the superseded data were derived.
 MB2917
 MB2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5275247204(NAD 83)
 MB2917
 MB2917  HISTORY     - Date     Condition        Report By
 MB2917  HISTORY     - 1963     MONUMENTED       CGS
 MB2917
 MB2917                          STATION DESCRIPTION
 MB2917
 MB2917'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2917'THE STATION IS THE CENTER OF THE LIGHT ON TOP OF THE STANDPIPE.
 MB2917'IT IS A ROUND,
 MB2917'GREY STANDPIPE WITH A RED AND WHITE CHECKERED TOP, LOCATED
 MB2917'NORTH OF THE INTERSECTION OF
 MB2917'DOVER STREET AND BELLEVUE STREET ON LOT NO. 1128.
 MB2917'IT IS APPROXIMATELY 80 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2881 ***********************************************************************
 MB2881  DESIGNATION -  AKRON EDISON BLDG MAST
 MB2881  PID         -  MB2881
 MB2881  STATE/COUNTY-  OH/SUMMIT
 MB2881  USGS QUAD   -  AKRON WEST (1994)
 MB2881
 MB2881                         *CURRENT SURVEY CONTROL
 MB2881  ___________________________________________________________________
 MB2881* NAD 83(1995)-  41 05 11.33523(N)    081 30 57.10691(W)     ADJUSTED  
 MB2881* NAVD 88     -                                                        
 MB2881  ___________________________________________________________________
 MB2881  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 MB2881  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB2881
 MB2881  HORZ ORDER  -  THIRD
 MB2881
 MB2881.The horizontal coordinates were established by classical geodetic methods
 MB2881.and adjusted by the National Geodetic Survey in April 1998..
 MB2881
 MB2881
 MB2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2881
 MB2881.The geoid height was determined by GEOID03.
 MB2881
 MB2881;                    North         East     Units Scale Factor Converg.
 MB2881;SPC OH N     -   158,131.262   682,685.441   MT  0.99993919   +0 38 47.5
 MB2881;UTM  17      - 4,548,485.648   456,671.805   MT  0.99962310   -0 20 20.5
 MB2881
 MB2881                          SUPERSEDED SURVEY CONTROL
 MB2881
 MB2881  NAD 83(1986)-  41 05 11.34238(N)    081 30 57.11030(W) AD(       ) 4
 MB2881  NAD 27      -  41 05 11.14349(N)    081 30 57.68180(W) AD(       ) 3
 MB2881
 MB2881.Superseded values are not recommended for survey control.
 MB2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2881.See file dsdata.txt to determine how the superseded data were derived.
 MB2881
 MB2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5667248486(NAD 83)
 MB2881
 MB2881  HISTORY     - Date     Condition        Report By
 MB2881  HISTORY     - UNK      MONUMENTED
 MB2881  HISTORY     - 1984     GOOD             USPSQD
 MB2881
 MB2881                          STATION DESCRIPTION
 MB2881
 MB2881'DESCRIBED BY US POWER SQUADRON 1984 (RS)
 MB2881'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2713 ***********************************************************************
 MB2713  DESIGNATION -  AKRON ELBON AVE MUNICIPAL TANK
 MB2713  PID         -  MB2713
 MB2713  STATE/COUNTY-  OH/SUMMIT
 MB2713  USGS QUAD   -  AKRON EAST (1964)
 MB2713
 MB2713                         *CURRENT SURVEY CONTROL
 MB2713  ___________________________________________________________________
 MB2713* NAD 83(1995)-  41 03 33.51067(N)    081 29 46.47165(W)     ADJUSTED  
 MB2713* NAVD 88     -                                                        
 MB2713  ___________________________________________________________________
 MB2713  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 MB2713  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MB2713
 MB2713  HORZ ORDER  -  THIRD
 MB2713
 MB2713.The horizontal coordinates were established by classical geodetic methods
 MB2713.and adjusted by the National Geodetic Survey in April 1998..
 MB2713
 MB2713
 MB2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2713
 MB2713.The geoid height was determined by GEOID03.
 MB2713
 MB2713;                    North         East     Units Scale Factor Converg.
 MB2713;SPC OH N     -   155,132.672   684,368.612   MT  0.99993915   +0 39 33.9
 MB2713;UTM  17      - 4,545,459.512   458,302.638   MT  0.99962140   -0 19 33.4
 MB2713
 MB2713                          SUPERSEDED SURVEY CONTROL
 MB2713
 MB2713  NAD 83(1986)-  41 03 33.51779(N)    081 29 46.47520(W) AD(       ) 4
 MB2713  NAD 27      -  41 03 33.31708(N)    081 29 47.05330(W) AD(       ) 3
 MB2713
 MB2713.Superseded values are not recommended for survey control.
 MB2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2713.See file dsdata.txt to determine how the superseded data were derived.
 MB2713
 MB2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5830345460(NAD 83)
 MB2713_MARKER: 51 = TANK
 MB2713
 MB2713  HISTORY     - Date     Condition        Report By
 MB2713  HISTORY     - 1943     FIRST OBSERVED   CGS
 MB2713  HISTORY     - 1963     GOOD             CGS
 MB2713  HISTORY     - 1967     GOOD             CGS
 MB2713  HISTORY     - 1984     GOOD             USPSQD
 MB2713
 MB2713                          STATION DESCRIPTION
 MB2713
 MB2713'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2713'STATION IS LOCATED ON SIXTH AVENUE BETWEEN HUDSON AND ELBON AVENUES,
 MB2713'IN THE CITY OF AKRON.  IT IS A LARGE GREEN WATER
 MB2713'TANK OF STEEL CONSTRUCTION WITH A BALL ON TOP OF
 MB2713'THE ROOF.  THE POINT OBSERVED ON WAS
 MB2713'THE BALL ON TOP OF THE ROOF.
 MB2713'
 MB2713'THIS IS AN INTERSECTION STATION.
 MB2713'
 MB2713'NOTE- THE BALL ON TOP OF THE ROOF OF THIS TANK IS
 MB2713'STATION TANK OF
 MB2713'THE AKRON CITY SURVEY.
 MB2713
 MB2713                          STATION RECOVERY (1963)
 MB2713
 MB2713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2713'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 MB2713
 MB2713                          STATION RECOVERY (1967)
 MB2713
 MB2713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 MB2713'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 MB2713'WITH THE FOLLOWING
 MB2713'CORRECTION.  THE TANK IS NOW PAINTED IN ORANGE AND
 MB2713'WHITE CHECKS.
 MB2713
 MB2713                          STATION RECOVERY (1984)
 MB2713
 MB2713'RECOVERY NOTE BY US POWER SQUADRON 1984 (RS)
 MB2713'AKRON WATER TANK RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2877 ***********************************************************************
 MB2877  DESIGNATION -  AKRON FIRESTONE CC WATER TANK
 MB2877  PID         -  MB2877
 MB2877  STATE/COUNTY-  OH/SUMMIT
 MB2877  USGS QUAD   -  AKRON WEST (1994)
 MB2877
 MB2877                         *CURRENT SURVEY CONTROL
 MB2877  ___________________________________________________________________
 MB2877* NAD 83(1995)-  41 00 29.34150(N)    081 30 31.75414(W)     ADJUSTED  
 MB2877* NAVD 88     -                                                        
 MB2877  ___________________________________________________________________
 MB2877  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 MB2877  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MB2877
 MB2877  HORZ ORDER  -  THIRD
 MB2877
 MB2877.The horizontal coordinates were established by classical geodetic methods
 MB2877.and adjusted by the National Geodetic Survey in April 1998..
 MB2877
 MB2877
 MB2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2877
 MB2877.The geoid height was determined by GEOID03.
 MB2877
 MB2877;                    North         East     Units Scale Factor Converg.
 MB2877;SPC OH N     -   149,439.951   683,375.965   MT  0.99993968   +0 39 04.2
 MB2877;UTM  17      - 4,539,786.502   457,212.601   MT  0.99962253   -0 20 02.0
 MB2877
 MB2877                          SUPERSEDED SURVEY CONTROL
 MB2877
 MB2877  NAD 83(1986)-  41 00 29.34944(N)    081 30 31.75783(W) AD(       ) 4
 MB2877  NAD 27      -  41 00 29.14879(N)    081 30 32.33948(W) AD(       ) 3
 MB2877
 MB2877.Superseded values are not recommended for survey control.
 MB2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2877.See file dsdata.txt to determine how the superseded data were derived.
 MB2877
 MB2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5721339787(NAD 83)
 MB2877
 MB2877  HISTORY     - Date     Condition        Report By
 MB2877  HISTORY     - 1963     MONUMENTED       CGS
 MB2877  HISTORY     - 1989     GOOD             USPSQD
 MB2877
 MB2877                          STATION DESCRIPTION
 MB2877
 MB2877'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2877'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 MB2877'ABOUT 4.5 MILES
 MB2877'SOUTH OF THE CENTER OF DOWNTOWN AKRON, ON WARNER RD., AT THE
 MB2877'FIRESTONE COUNTRY CLUB, GOLF
 MB2877'COURSE.  IT IS A SPHERICAL SHAPED WATER TANK, PAINTED
 MB2877'RED WITH A WHITE TOP AND THE LETTERING,
 MB2877'FIRESTONE C.C., PAINTED ON THE SIDE
 MB2877'IT IS APPROXIMATELY 140 FEET HIGH.
 MB2877
 MB2877                          STATION RECOVERY (1989)
 MB2877
 MB2877'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRP)
 MB2877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2908 ***********************************************************************
 MB2908  DESIGNATION -  AKRON FIRESTONE LATEX DIV TANK
 MB2908  PID         -  MB2908
 MB2908  STATE/COUNTY-  OH/SUMMIT
 MB2908  USGS QUAD   -  AKRON WEST (1994)
 MB2908
 MB2908                         *CURRENT SURVEY CONTROL
 MB2908  ___________________________________________________________________
 MB2908* NAD 83(1995)-  41 02 31.35864(N)    081 32 32.94771(W)     ADJUSTED  
 MB2908* NAVD 88     -                                                        
 MB2908  ___________________________________________________________________
 MB2908  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 MB2908  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MB2908
 MB2908  HORZ ORDER  -  THIRD
 MB2908
 MB2908.The horizontal coordinates were established by classical geodetic methods
 MB2908.and adjusted by the National Geodetic Survey in April 1998..
 MB2908
 MB2908
 MB2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2908
 MB2908.The geoid height was determined by GEOID03.
 MB2908
 MB2908;                    North         East     Units Scale Factor Converg.
 MB2908;SPC OH N     -   153,171.898   680,502.939   MT  0.99993924   +0 37 44.5
 MB2908;UTM  17      - 4,543,566.101   454,405.050   MT  0.99962559   -0 21 22.4
 MB2908
 MB2908                          SUPERSEDED SURVEY CONTROL
 MB2908
 MB2908  NAD 83(1986)-  41 02 31.36625(N)    081 32 32.95071(W) AD(       ) 4
 MB2908  NAD 27      -  41 02 31.16867(N)    081 32 33.52376(W) AD(       ) 3
 MB2908
 MB2908.Superseded values are not recommended for survey control.
 MB2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2908.See file dsdata.txt to determine how the superseded data were derived.
 MB2908
 MB2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5440543566(NAD 83)
 MB2908
 MB2908  HISTORY     - Date     Condition        Report By
 MB2908  HISTORY     - 1963     MONUMENTED       CGS
 MB2908  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MB2908
 MB2908                          STATION DESCRIPTION
 MB2908
 MB2908'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2908'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 MB2908'ABOUT 3.2 MILES
 MB2908'SOUTHWEST OF THE CENTER OF DOWNTOWN AKRON, NORTHEAST OF THE CORNER
 MB2908'OF EDWIN AND E. WILBETH ROAD.  IT
 MB2908'IS A FOUR LEGGED, SILVER WATER TANK WITH A SILVER
 MB2908'BALL ON THE TOP, AND IT IS APPROXIMATELY 90 FEET
 MB2908'HIGH.
 MB2908
 MB2908                          STATION RECOVERY (1989)
 MB2908
 MB2908'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRP)
 MB2908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2909 ***********************************************************************
 MB2909  DESIGNATION -  AKRON FIRESTONE PLT 2 TANK
 MB2909  PID         -  MB2909
 MB2909  STATE/COUNTY-  OH/SUMMIT
 MB2909  USGS QUAD   -  AKRON WEST (1994)
 MB2909
 MB2909                         *CURRENT SURVEY CONTROL
 MB2909  ___________________________________________________________________
 MB2909* NAD 83(1995)-  41 02 42.08925(N)    081 31 53.20281(W)     ADJUSTED  
 MB2909* NAVD 88     -                                                        
 MB2909  ___________________________________________________________________
 MB2909  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 MB2909  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MB2909
 MB2909  HORZ ORDER  -  THIRD
 MB2909
 MB2909.The horizontal coordinates were established by classical geodetic methods
 MB2909.and adjusted by the National Geodetic Survey in April 1998..
 MB2909
 MB2909
 MB2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2909
 MB2909.The geoid height was determined by GEOID03.
 MB2909
 MB2909;                    North         East     Units Scale Factor Converg.
 MB2909;SPC OH N     -   153,513.131   681,427.433   MT  0.99993922   +0 38 10.7
 MB2909;UTM  17      - 4,543,891.284   455,334.982   MT  0.99962455   -0 20 56.3
 MB2909
 MB2909                          SUPERSEDED SURVEY CONTROL
 MB2909
 MB2909  NAD 83(1986)-  41 02 42.09645(N)    081 31 53.20624(W) AD(       ) 4
 MB2909  NAD 27      -  41 02 41.89796(N)    081 31 53.78108(W) AD(       ) 3
 MB2909
 MB2909.Superseded values are not recommended for survey control.
 MB2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2909.See file dsdata.txt to determine how the superseded data were derived.
 MB2909
 MB2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5533543891(NAD 83)
 MB2909
 MB2909  HISTORY     - Date     Condition        Report By
 MB2909  HISTORY     - 1963     MONUMENTED       CGS
 MB2909  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MB2909
 MB2909                          STATION DESCRIPTION
 MB2909
 MB2909'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2909'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHWEST OF
 MB2909'DOWNTOWN AKRON,
 MB2909'NEAR THE WEST SIDE, ON THE ROOF OF THE FIRESTONE RUBBER CO., PLANT
 MB2909'NO. 2, AT 1200 FIRESTONE PARKWAY.  IT
 MB2909'IS A 4 LEGGED STEEL STRUCTURE PAINTED SILVER, WITH THE
 MB2909'LEGEND FIRESTONE WRITTEN IN LARGE BLACK LETTERS
 MB2909'ON THE NORTH SIDE.  THE OVERALL HEIGHT
 MB2909'ABOVE THE BUILDING IS ABOUT 50 FEET.  THE OVERALL HEIGHT ABOVE THE
 MB2909'GROUND IS ABOUT 170 FEET.
 MB2909
 MB2909                          STATION RECOVERY (1989)
 MB2909
 MB2909'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRP)
 MB2909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2895 ***********************************************************************
 MB2895  DESIGNATION -  AKRON FIRST NATL BANK BLDG LT
 MB2895  PID         -  MB2895
 MB2895  STATE/COUNTY-  OH/SUMMIT
 MB2895  USGS QUAD   -  AKRON WEST (1994)
 MB2895
 MB2895                         *CURRENT SURVEY CONTROL
 MB2895  ___________________________________________________________________
 MB2895* NAD 83(1995)-  41 03 57.76958(N)    081 30 13.61112(W)     ADJUSTED  
 MB2895* NAVD 88     -                                                        
 MB2895  ___________________________________________________________________
 MB2895  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 MB2895  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB2895
 MB2895  HORZ ORDER  -  THIRD
 MB2895
 MB2895.The horizontal coordinates were established by classical geodetic methods
 MB2895.and adjusted by the National Geodetic Survey in April 1998..
 MB2895
 MB2895
 MB2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2895
 MB2895.The geoid height was determined by GEOID03.
 MB2895
 MB2895;                    North         East     Units Scale Factor Converg.
 MB2895;SPC OH N     -   155,873.667   683,726.440   MT  0.99993914   +0 39 16.1
 MB2895;UTM  17      - 4,546,211.203   457,673.504   MT  0.99962205   -0 19 51.4
 MB2895
 MB2895                          SUPERSEDED SURVEY CONTROL
 MB2895
 MB2895  NAD 83(1986)-  41 03 57.77494(N)    081 30 13.61313(W) AD(       ) 4
 MB2895  NAD 27      -  41 03 57.61064(N)    081 30 14.21089(W) AD(       ) 3
 MB2895
 MB2895.Superseded values are not recommended for survey control.
 MB2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2895.See file dsdata.txt to determine how the superseded data were derived.
 MB2895
 MB2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5767446211(NAD 83)
 MB2895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2895+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 MB2895
 MB2895  HISTORY     - Date     Condition        Report By
 MB2895  HISTORY     - 1950     MONUMENTED       CGS
 MB2895  HISTORY     - 1989     GOOD             USPSQD
 MB2895  HISTORY     - 20060202 GOOD             GEOCAC
 MB2895
 MB2895                          STATION DESCRIPTION
 MB2895
 MB2895'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2895'THE STATION IS THE RED FLASHING LIGHT ON THE TOP OF THE FLAG
 MB2895'POLE ON THE TOP OF
 MB2895'THE FIRST NATIONAL BANK BUILDING IN DOWN TOWN AKRON.  THIS IS THE
 MB2895'LARGEST AND MOST PROMINENT BUILDING
 MB2895'IN THE CITY.  POINT OBSERVED UPON, FLASHING RED
 MB2895'LIGHT ON THE TOP OF THE FLAG POLE.
 MB2895
 MB2895                          STATION RECOVERY (1989)
 MB2895
 MB2895'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRP)
 MB2895'RECOVERED IN GOOD CONDITION.
 MB2895
 MB2895                          STATION RECOVERY (2006)
 MB2895
 MB2895'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2895'THE FIRST NATIONAL BANK BUILDING IS NOW OCCUPIED BY THE FIRST MERIT
 MB2895'BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2907 ***********************************************************************
 MB2907  DESIGNATION -  AKRON FIRST UNITE C OF C SPIRE
 MB2907  PID         -  MB2907
 MB2907  STATE/COUNTY-  OH/SUMMIT
 MB2907  USGS QUAD   -  AKRON WEST (1994)
 MB2907
 MB2907                         *CURRENT SURVEY CONTROL
 MB2907  ___________________________________________________________________
 MB2907* NAD 83(1995)-  41 05 22.83816(N)    081 32 35.83061(W)     ADJUSTED  
 MB2907* NAVD 88     -                                                        
 MB2907  ___________________________________________________________________
 MB2907  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 MB2907  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB2907
 MB2907  HORZ ORDER  -  THIRD
 MB2907
 MB2907.The horizontal coordinates were established by classical geodetic methods
 MB2907.and adjusted by the National Geodetic Survey in April 1998..
 MB2907
 MB2907
 MB2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2907
 MB2907.The geoid height was determined by GEOID03.
 MB2907
 MB2907;                    North         East     Units Scale Factor Converg.
 MB2907;SPC OH N     -   158,460.433   680,377.590   MT  0.99993921   +0 37 42.6
 MB2907;UTM  17      - 4,548,854.351   454,370.682   MT  0.99962562   -0 21 25.5
 MB2907
 MB2907                          SUPERSEDED SURVEY CONTROL
 MB2907
 MB2907  NAD 83(1986)-  41 05 22.84525(N)    081 32 35.83393(W) AD(       ) 4
 MB2907  NAD 27      -  41 05 22.64884(N)    081 32 36.40120(W) AD(       ) 3
 MB2907
 MB2907.Superseded values are not recommended for survey control.
 MB2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2907.See file dsdata.txt to determine how the superseded data were derived.
 MB2907
 MB2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5437148854(NAD 83)
 MB2907
 MB2907  HISTORY     - Date     Condition        Report By
 MB2907  HISTORY     - 1963     MONUMENTED       CGS
 MB2907
 MB2907                          STATION DESCRIPTION
 MB2907
 MB2907'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2907'THE STATION IS THE CENTER OF THE GOLD CROSS ON THE
 MB2907'TOP, LOCATED ABOUT
 MB2907'1.3 MILES WEST-NORTHWEST OF DOWNTOWN AKRON, WEST
 MB2907'OF THE INTERSECTION OF WORK STREET
 MB2907'AND SOUTH PORTAGE PATH.
 MB2907'IT IS A WHITE SPIRE WITH A GREY TOP AND A GOLD CROSS
 MB2907'ON THE TOP.  IT
 MB2907'IS APPROXIMATELY 130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2708 ***********************************************************************
 MB2708  DESIGNATION -  AKRON GENERAL TIRE CO TANK
 MB2708  PID         -  MB2708
 MB2708  STATE/COUNTY-  OH/SUMMIT
 MB2708  USGS QUAD   -  AKRON EAST (1964)
 MB2708
 MB2708                         *CURRENT SURVEY CONTROL
 MB2708  ___________________________________________________________________
 MB2708* NAD 83(1995)-  41 03 33.45451(N)    081 25 01.64367(W)     ADJUSTED  
 MB2708* NAVD 88     -                                                        
 MB2708  ___________________________________________________________________
 MB2708  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 MB2708  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB2708
 MB2708  HORZ ORDER  -  THIRD
 MB2708
 MB2708.The horizontal coordinates were established by classical geodetic methods
 MB2708.and adjusted by the National Geodetic Survey in April 1998..
 MB2708
 MB2708
 MB2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2708
 MB2708.The geoid height was determined by GEOID03.
 MB2708
 MB2708;                    North         East     Units Scale Factor Converg.
 MB2708;SPC OH N     -   155,210.493   691,018.464   MT  0.99993915   +0 42 41.0
 MB2708;UTM  17      - 4,545,422.974   464,950.710   MT  0.99961512   -0 16 26.3
 MB2708
 MB2708                          SUPERSEDED SURVEY CONTROL
 MB2708
 MB2708  NAD 83(1986)-  41 03 33.46117(N)    081 25 01.64691(W) AD(       ) 4
 MB2708  NAD 27      -  41 03 33.25522(N)    081 25 02.23688(W) AD(       ) 3
 MB2708
 MB2708.Superseded values are not recommended for survey control.
 MB2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2708.See file dsdata.txt to determine how the superseded data were derived.
 MB2708
 MB2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6495145423(NAD 83)
 MB2708
 MB2708  HISTORY     - Date     Condition        Report By
 MB2708  HISTORY     - 1963     MONUMENTED       CGS
 MB2708  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MB2708  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MB2708
 MB2708                          STATION DESCRIPTION
 MB2708
 MB2708'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2708'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 MB2708'ABOUT 5.2 MILE
 MB2708'SOUTHEAST OF THE CENTER OF DOWNTOWN AKRON, AT THE CORNER OF MUNROE
 MB2708'FALLS RD. AND GILCHRIST RD.  IT
 MB2708'IS A FOUR LEGGED, SILVER WATER TANK, WITH A ROUND
 MB2708'PIPE UP THE MIDDLE.  IT IS APPROXIMATELY 150 FEET
 MB2708'HIGH, AND IS OWNED BY THE GENERAL
 MB2708'TIRE COMPANY OF AKRON.
 MB2708
 MB2708                          STATION RECOVERY (1977)
 MB2708
 MB2708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2708'THE STATION WAS RECOVERED, WITH PREVIOUS DESCRIPTION IN QUAD
 MB2708'410812-1054.
 MB2708'
 MB2708'THE STATION IS THE APEX OF VENT ATOP THE AKRON GENERAL TIRE
 MB2708'COMPANY WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A
 MB2708'DOME SHAPED TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR
 MB2708'TUBULAR LEGS.  IT IS CHECKERED RED AND WHITE IN COLOR AND
 MB2708'APPROXIMATELY 150 FEET HIGH.
 MB2708'
 MB2708'IT IS LOCATED ABOUT 5.2 MILES SOUTHEAST OF THE CENTER OF
 MB2708'AKRON AT THE PLANT COMPLEX, 200 FEET NORTH OF GILCHRIST ROAD
 MB2708'AND 100 FEET WEST OF MONROE FALLS ROAD.
 MB2708'
 MB2708'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 MB2708
 MB2708                          STATION RECOVERY (1984)
 MB2708
 MB2708'RECOVERY NOTE BY US POWER SQUADRON 1984 (CZ)
 MB2708'GENERAL TIRE CO. REPORTED TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2701 ***********************************************************************
 MB2701  DESIGNATION -  AKRON GEORGIA AVE MUN SPIPE
 MB2701  PID         -  MB2701
 MB2701  STATE/COUNTY-  OH/SUMMIT
 MB2701  USGS QUAD   -  AKRON EAST (1964)
 MB2701
 MB2701                         *CURRENT SURVEY CONTROL
 MB2701  ___________________________________________________________________
 MB2701* NAD 83(1995)-  41 02 38.54308(N)    081 29 32.76475(W)     ADJUSTED  
 MB2701* NAVD 88     -                                                        
 MB2701  ___________________________________________________________________
 MB2701  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MB2701  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MB2701
 MB2701  HORZ ORDER  -  THIRD
 MB2701
 MB2701.The horizontal coordinates were established by classical geodetic methods
 MB2701.and adjusted by the National Geodetic Survey in April 1998..
 MB2701
 MB2701
 MB2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2701
 MB2701.The geoid height was determined by GEOID03.
 MB2701
 MB2701;                    North         East     Units Scale Factor Converg.
 MB2701;SPC OH N     -   153,440.906   684,708.214   MT  0.99993923   +0 39 42.9
 MB2701;UTM  17      - 4,543,762.696   458,612.999   MT  0.99962108   -0 19 24.1
 MB2701
 MB2701                          SUPERSEDED SURVEY CONTROL
 MB2701
 MB2701  NAD 83(1986)-  41 02 38.55010(N)    081 29 32.76820(W) AD(       ) 4
 MB2701  NAD 27      -  41 02 38.34854(N)    081 29 33.34839(W) AD(       ) 3
 MB2701
 MB2701.Superseded values are not recommended for survey control.
 MB2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2701.See file dsdata.txt to determine how the superseded data were derived.
 MB2701
 MB2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5861343763(NAD 83)
 MB2701
 MB2701  HISTORY     - Date     Condition        Report By
 MB2701  HISTORY     - 1951     MONUMENTED       CGS
 MB2701  HISTORY     - 1962     SEE DESCRIPTION  CGS
 MB2701  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MB2701  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MB2701
 MB2701                          STATION DESCRIPTION
 MB2701
 MB2701'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2701'STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF AKRON,
 MB2701'ABOUT 100 YARDS
 MB2701'WEST OF ARLINGTON STREET AND 75 FEET SOUTH OF FIRESTONE BOULEVARD.
 MB2701'IT IS A STEEL STANDPIPE, ABOUT 125
 MB2701'FEET HIGH AND 75 FEET IN DIAMETER AND IS PAINTED BLACK.
 MB2701'THE POINT OF INTERSECTION WAS A METAL BALL AT THE
 MB2701'APEX OF THE ROOF OF THE STANDPIPE.
 MB2701
 MB2701                          STATION RECOVERY (1962)
 MB2701
 MB2701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
 MB2701'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MB2701
 MB2701                          STATION RECOVERY (1963)
 MB2701
 MB2701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2701'THE STATION THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
 MB2701'ABOUT 2-3/4 MILES
 MB2701'SOUTHEAST OF DOWNTOWN AKRON, 300 FEET WEST OF THE INTERSECTION OF
 MB2701'SOUTH ARLINGTON STREET AND GEORGIA
 MB2701'AVENUE AND 109 FEET NORTH OF THE CENTERLINE OF
 MB2701'GEORGIA AVENUE.  IT IS A STANDARD METAL STANDPIPE
 MB2701'PAINTED IN ALTERNATE SQUARE SECTIONS
 MB2701'OF ORNAGE AND WHITE AND HAS A RED LIGHT AT THE CENTER OF THE TOP.
 MB2701'THE OVERALL HEIGHT IS ABOUT 120 FEET.
 MB2701'
 MB2701'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SOMOGY THE
 MB2701'DISTANCE IS 82.3 FEET AND
 MB2701'25.08 METERS.
 MB2701'
 MB2701'NOTE- THE SAME AS AKRON, FIRESTONE BLVD MUNICIPAL STANDPIPE, 1943.
 MB2701
 MB2701                          STATION RECOVERY (1967)
 MB2701
 MB2701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 MB2701'STATION RECOVERED IN GOOD CONDITION.  THE 1963 RECOVERY NOTE IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2706 ***********************************************************************
 MB2706  DESIGNATION -  AKRON GOODYEAR PLT 2 FP
 MB2706  PID         -  MB2706
 MB2706  STATE/COUNTY-  OH/SUMMIT
 MB2706  USGS QUAD   -  AKRON EAST (1964)
 MB2706
 MB2706                         *CURRENT SURVEY CONTROL
 MB2706  ___________________________________________________________________
 MB2706* NAD 83(1995)-  41 03 33.31513(N)    081 28 35.34617(W)     ADJUSTED  
 MB2706* NAVD 88     -                                                        
 MB2706  ___________________________________________________________________
 MB2706  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 MB2706  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MB2706
 MB2706  HORZ ORDER  -  THIRD
 MB2706
 MB2706.The horizontal coordinates were established by classical geodetic methods
 MB2706.and adjusted by the National Geodetic Survey in April 1998..
 MB2706
 MB2706
 MB2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2706
 MB2706.The geoid height was determined by GEOID03.
 MB2706
 MB2706;                    North         East     Units Scale Factor Converg.
 MB2706;SPC OH N     -   155,145.941   686,029.244   MT  0.99993915   +0 40 20.6
 MB2706;UTM  17      - 4,545,444.226   459,962.723   MT  0.99961973   -0 18 46.7
 MB2706
 MB2706                          SUPERSEDED SURVEY CONTROL
 MB2706
 MB2706  NAD 83(1986)-  41 03 33.32231(N)    081 28 35.35006(W) AD(       ) 4
 MB2706  NAD 27      -  41 03 33.12063(N)    081 28 35.93038(W) AD(       ) 3
 MB2706
 MB2706.Superseded values are not recommended for survey control.
 MB2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2706.See file dsdata.txt to determine how the superseded data were derived.
 MB2706
 MB2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5996345444(NAD 83)
 MB2706_MARKER: 62 = FLAGPOLE
 MB2706_MARK LOGO: CGS   
 MB2706
 MB2706  HISTORY     - Date     Condition        Report By
 MB2706  HISTORY     - 1963     FIRST OBSERVED   CGS
 MB2706  HISTORY     - 1967     GOOD             CGS
 MB2706  HISTORY     - 1976     GOOD             NGS
 MB2706
 MB2706                          STATION DESCRIPTION
 MB2706
 MB2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2706'THE STATION IS THE CENTER OF THE BASE OF THE FLAGPOLE, LOCATED
 MB2706'ON THE ROOF OF THE
 MB2706'CLOCKTOWER AT 200 MARTHA AVENUE, ABOUT 2-1/2 MILES SOUTHEAST OF
 MB2706'DOWNTOWN AKRON.  IT IS A METAL
 MB2706'FLAGPOLE PAINTED SILVER.  THE OVERALL HEIGHT ABOVE THE
 MB2706'GROUND IS 240 FEET.
 MB2706'
 MB2706'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CLOCK, THE
 MB2706'DISTANCE BEING 3.545
 MB2706'METERS AND 11.63 FEET.
 MB2706
 MB2706                          STATION RECOVERY (1967)
 MB2706
 MB2706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 MB2706'STATION RECOVERED IN GOOD CONDITION.  THE 1963 DESCRIPTION IS GOOD.
 MB2706
 MB2706                          STATION RECOVERY (1976)
 MB2706
 MB2706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
 MB2706'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MB2706'
 MB2706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2695 ***********************************************************************
 MB2695  DESIGNATION -  AKRON HOME AVE MUN STANDPIPE
 MB2695  PID         -  MB2695
 MB2695  STATE/COUNTY-  OH/SUMMIT
 MB2695  USGS QUAD   -  AKRON EAST (1964)
 MB2695
 MB2695                         *CURRENT SURVEY CONTROL
 MB2695  ___________________________________________________________________
 MB2695* NAD 83(1995)-  41 06 44.03975(N)    081 29 14.95624(W)     ADJUSTED  
 MB2695* NAVD 88     -                                                        
 MB2695  ___________________________________________________________________
 MB2695  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 MB2695  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB2695
 MB2695  HORZ ORDER  -  THIRD
 MB2695
 MB2695.The horizontal coordinates were established by classical geodetic methods
 MB2695.and adjusted by the National Geodetic Survey in April 1998..
 MB2695
 MB2695
 MB2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2695
 MB2695.The geoid height was determined by GEOID03.
 MB2695
 MB2695;                    North         East     Units Scale Factor Converg.
 MB2695;SPC OH N     -   161,018.012   685,036.171   MT  0.99993944   +0 39 54.6
 MB2695;UTM  17      - 4,551,330.630   459,071.082   MT  0.99962062   -0 19 14.0
 MB2695
 MB2695                          SUPERSEDED SURVEY CONTROL
 MB2695
 MB2695  NAD 83(1986)-  41 06 44.04643(N)    081 29 14.95948(W) AD(       ) 4
 MB2695  NAD 27      -  41 06 43.84602(N)    081 29 15.53183(W) AD(       ) 3
 MB2695
 MB2695.Superseded values are not recommended for survey control.
 MB2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2695.See file dsdata.txt to determine how the superseded data were derived.
 MB2695
 MB2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5907151331(NAD 83)
 MB2695
 MB2695  HISTORY     - Date     Condition        Report By
 MB2695  HISTORY     - 1963     MONUMENTED       CGS
 MB2695
 MB2695                          STATION DESCRIPTION
 MB2695
 MB2695'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2695'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
 MB2695'ABOUT 2-1/2 MILES
 MB2695'NORTHEAST OF DOWNTOWN AKRON, 0.65 MILE NORTH OF TALLMADGE AVENUE AND
 MB2695'0.15 MILE WEST OF HOME AVENUE.  IT
 MB2695'IS A STANDARD METAL STANDPIPE PAINTED BLACK AND IS
 MB2695'ABOUT 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2704 ***********************************************************************
 MB2704  DESIGNATION -  AKRON MUN APT GOODYEAR HGR BCN
 MB2704  PID         -  MB2704
 MB2704  STATE/COUNTY-  OH/SUMMIT
 MB2704  USGS QUAD   -  AKRON EAST (1964)
 MB2704
 MB2704                         *CURRENT SURVEY CONTROL
 MB2704  ___________________________________________________________________
 MB2704* NAD 83(1995)-  41 01 58.35261(N)    081 28 11.36537(W)     ADJUSTED  
 MB2704* NAVD 88     -                                                        
 MB2704  ___________________________________________________________________
 MB2704  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 MB2704  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MB2704
 MB2704  HORZ ORDER  -  THIRD
 MB2704
 MB2704.This mark is at Fulton Intl Airport (AKR)
 MB2704
 MB2704.The horizontal coordinates were established by classical geodetic methods
 MB2704.and adjusted by the National Geodetic Survey in April 1998..
 MB2704
 MB2704
 MB2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2704
 MB2704.The geoid height was determined by GEOID03.
 MB2704
 MB2704;                    North         East     Units Scale Factor Converg.
 MB2704;SPC OH N     -   152,223.459   686,623.721   MT  0.99993932   +0 40 36.4
 MB2704;UTM  17      - 4,542,512.891   460,506.684   MT  0.99961920   -0 18 30.4
 MB2704
 MB2704                          SUPERSEDED SURVEY CONTROL
 MB2704
 MB2704  NAD 83(1986)-  41 01 58.35922(N)    081 28 11.36926(W) AD(       ) 4
 MB2704  NAD 27      -  41 01 58.15650(N)    081 28 11.95398(W) AD(       ) 3
 MB2704
 MB2704.Superseded values are not recommended for survey control.
 MB2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2704.See file dsdata.txt to determine how the superseded data were derived.
 MB2704
 MB2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6050742513(NAD 83)
 MB2704_MARKER: 21 = AIRPORT BEACON
 MB2704
 MB2704  HISTORY     - Date     Condition        Report By
 MB2704  HISTORY     - 1943     FIRST OBSERVED   CGS
 MB2704  HISTORY     - 1950     GOOD             CGS
 MB2704  HISTORY     - 1962     GOOD             CGS
 MB2704  HISTORY     - 1963     GOOD             CGS
 MB2704  HISTORY     - 1967     GOOD             CGS
 MB2704  HISTORY     - 1971     GOOD             NGS
 MB2704  HISTORY     - 1976     GOOD             NGS
 MB2704  HISTORY     - 1980     GOOD             NGS
 MB2704
 MB2704                          STATION DESCRIPTION
 MB2704
 MB2704'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2704'BEACON IS LOCATED ON THE N END OF GOODYEAR HANGAR ON
 MB2704'THE AKRON
 MB2704'MUNICIPAL AIRPORT, IN THE SE SECTION OF AKRON.  IT IS A
 MB2704'STANDARD AIRWAY BEACON.  THE
 MB2704'POINT OBSERVED ON WAS THE REVOLVING
 MB2704'LIGHT.
 MB2704'
 MB2704'THIS IS AN INTERSECTION STATION.
 MB2704
 MB2704                          STATION RECOVERY (1950)
 MB2704
 MB2704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2704'THE BEACON IS LOCATED ON THE NORTH END OF THE GOODYEAR HANGAR
 MB2704'ON THE AKRON
 MB2704'MUNICIPAL AIRPORT IN THE SOUTHEAST SECTION OF AKRON.  IT IS A
 MB2704'STANDARD AIRWAY BEACON.  POINT
 MB2704'OBSERVED UPON, OSCILLATING LIGHT ON THE TOP OF THE STRUCTURE.
 MB2704'
 MB2704'TO REACH THE BEACON AS DESCRIBED.
 MB2704
 MB2704                          STATION RECOVERY (1962)
 MB2704
 MB2704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
 MB2704'STATION RECOVERED AS DESCRIBED.
 MB2704
 MB2704                          STATION RECOVERY (1963)
 MB2704
 MB2704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2704'STATION WAS FOUND IN GOOD CONDITION.
 MB2704
 MB2704                          STATION RECOVERY (1967)
 MB2704
 MB2704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 MB2704'STATION RECOVERED IN GOOD CONDITION.  THE 1950 RECOVERY NOTE IS GOOD.
 MB2704
 MB2704                          STATION RECOVERY (1971)
 MB2704
 MB2704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
 MB2704'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS GOOD.
 MB2704'
 MB2704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT AKRON MUNICIPAL
 MB2704'AIRPORT
 MB2704
 MB2704                          STATION RECOVERY (1976)
 MB2704
 MB2704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
 MB2704'RECOVERED AS DESCRIBED.
 MB2704'
 MB2704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON.
 MB2704
 MB2704                          STATION RECOVERY (1980)
 MB2704
 MB2704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
 MB2704'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MB2704'
 MB2704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON MUNICIPAL
 MB2704'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2878 ***********************************************************************
 MB2878  DESIGNATION -  AKRON OHIO EDISON ELEC CO TWR
 MB2878  PID         -  MB2878
 MB2878  STATE/COUNTY-  OH/SUMMIT
 MB2878  USGS QUAD   -  AKRON WEST (1994)
 MB2878
 MB2878                         *CURRENT SURVEY CONTROL
 MB2878  ___________________________________________________________________
 MB2878* NAD 83(1995)-  41 05 38.93058(N)    081 30 03.94447(W)     ADJUSTED  
 MB2878* NAVD 88     -                                                        
 MB2878  ___________________________________________________________________
 MB2878  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 MB2878  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB2878
 MB2878  HORZ ORDER  -  THIRD
 MB2878
 MB2878.The horizontal coordinates were established by classical geodetic methods
 MB2878.and adjusted by the National Geodetic Survey in April 1998..
 MB2878
 MB2878
 MB2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2878
 MB2878.The geoid height was determined by GEOID03.
 MB2878
 MB2878;                    North         East     Units Scale Factor Converg.
 MB2878;SPC OH N     -   158,996.543   683,916.364   MT  0.99993925   +0 39 22.4
 MB2878;UTM  17      - 4,549,329.360   457,917.035   MT  0.99962180   -0 19 45.7
 MB2878
 MB2878                          SUPERSEDED SURVEY CONTROL
 MB2878
 MB2878  NAD 83(1986)-  41 05 38.93773(N)    081 30 03.94787(W) AD(       ) 4
 MB2878  NAD 27      -  41 05 38.73725(N)    081 30 04.52138(W) AD(       ) 3
 MB2878
 MB2878.Superseded values are not recommended for survey control.
 MB2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2878.See file dsdata.txt to determine how the superseded data were derived.
 MB2878
 MB2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5791749329(NAD 83)
 MB2878
 MB2878  HISTORY     - Date     Condition        Report By
 MB2878  HISTORY     - 1963     MONUMENTED       CGS
 MB2878
 MB2878                          STATION DESCRIPTION
 MB2878
 MB2878'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2878'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED
 MB2878'ABOUT 1.3 MILES
 MB2878'NORTHEAST OF THE CENTER OF DOWNTOWN AKRON, NORTH OF THE INTERSECTION
 MB2878'OF LOOKOUT AVE. AND OXFORD AVE.
 MB2878'IT IS A FOUR LEGGED, STEEL STRUCTURE, PAINTED IN
 MB2878'ALTERNATE SECTIONS OF INTERNATIONAL COLORS OF RED
 MB2878'AND WHITE, WITH TWO SMALL MICROWAVE
 MB2878'DISKS ABOUT HALF OF THE WAY UP, AND A FLASHING RED LIGHT ON THE TOP.
 MB2878'THE TOWER IS
 MB2878'OWNED BY THE OHIO EDISON ELECTRIC CO., OF AKRON, AND IT IS
 MB2878'APPROXIMATELY 210 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2730 ***********************************************************************
 MB2730  DESIGNATION -  AKRON OHIO GAS CO MICROWAVE
 MB2730  PID         -  MB2730
 MB2730  STATE/COUNTY-  OH/SUMMIT
 MB2730  USGS QUAD   -  AKRON EAST (1964)
 MB2730
 MB2730                         *CURRENT SURVEY CONTROL
 MB2730  ___________________________________________________________________
 MB2730* NAD 83(1995)-  41 05 01.49736(N)    081 26 30.73706(W)     ADJUSTED  
 MB2730* NAVD 88     -                                                        
 MB2730  ___________________________________________________________________
 MB2730  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 MB2730  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB2730
 MB2730  HORZ ORDER  -  THIRD
 MB2730
 MB2730.The horizontal coordinates were established by classical geodetic methods
 MB2730.and adjusted by the National Geodetic Survey in April 1998..
 MB2730
 MB2730
 MB2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2730
 MB2730.The geoid height was determined by GEOID03.
 MB2730
 MB2730;                    North         East     Units Scale Factor Converg.
 MB2730;SPC OH N     -   157,900.602   688,905.474   MT  0.99993918   +0 41 42.5
 MB2730;UTM  17      - 4,548,148.145   462,884.966   MT  0.99961695   -0 17 25.4
 MB2730
 MB2730                          SUPERSEDED SURVEY CONTROL
 MB2730
 MB2730  NAD 83(1986)-  41 05 01.50432(N)    081 26 30.74083(W) AD(       ) 4
 MB2730  NAD 27      -  41 05 01.29537(N)    081 26 31.32810(W) AD(       ) 3
 MB2730
 MB2730.Superseded values are not recommended for survey control.
 MB2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2730.See file dsdata.txt to determine how the superseded data were derived.
 MB2730
 MB2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6288548148(NAD 83)
 MB2730_MARKER: Z = SEE DESCRIPTION
 MB2730_SETTING: 0 = UNSPECIFIED SETTING
 MB2730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2730
 MB2730  HISTORY     - Date     Condition        Report By
 MB2730  HISTORY     - 1977     MONUMENTED       NGS
 MB2730
 MB2730                          STATION DESCRIPTION
 MB2730
 MB2730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2730'THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE AKRON
 MB2730'EAST OHIO GAS COMPANY MICROWAVE TOWER WAY 506.  IT IS A THREE
 MB2730'LEGGED SKELETON STEEL TOWER WITH ONE DISK SHAPED ANTENNA NEAR
 MB2730'THE TOP AND TWO IN THE APPROXIMATE CENTER, PAINTED ALTERNATELY
 MB2730'RED AND WHITE AND APPROXIMATELY 250 HIGH.
 MB2730'
 MB2730'IT IS LOCATED ABOUT 3.7 MILES EAST-NORTHEAST OF THE CENTER OF
 MB2730'AKRON AT 2100 EASTWOOD AVENUE, 130 FEET SOUTH OF THE CENTERLINE
 MB2730'OF EASTWOOD AVENUE AND 70 FEET WEST OF THE CENTERLINE OF DARROW
 MB2730'ROAD.
 MB2730'
 MB2730'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2896 ***********************************************************************
 MB2896  DESIGNATION -  AKRON POLICE RADIO MAST
 MB2896  PID         -  MB2896
 MB2896  STATE/COUNTY-  OH/SUMMIT
 MB2896  USGS QUAD   -  AKRON WEST (1994)
 MB2896
 MB2896                         *CURRENT SURVEY CONTROL
 MB2896  ___________________________________________________________________
 MB2896* NAD 83(1995)-  41 04 33.68131(N)    081 30 32.25810(W)     ADJUSTED  
 MB2896* NAVD 88     -                                                        
 MB2896  ___________________________________________________________________
 MB2896  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 MB2896  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2896
 MB2896  HORZ ORDER  -  THIRD
 MB2896
 MB2896.The horizontal coordinates were established by classical geodetic methods
 MB2896.and adjusted by the National Geodetic Survey in April 1998..
 MB2896
 MB2896
 MB2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2896
 MB2896.The geoid height was determined by GEOID03.
 MB2896
 MB2896;                    North         East     Units Scale Factor Converg.
 MB2896;SPC OH N     -   156,976.398   683,278.546   MT  0.99993915   +0 39 03.8
 MB2896;UTM  17      - 4,547,321.122   457,244.778   MT  0.99962250   -0 20 03.9
 MB2896
 MB2896                          SUPERSEDED SURVEY CONTROL
 MB2896
 MB2896  NAD 83(1986)-  41 04 33.68843(N)    081 30 32.26152(W) AD(       ) 4
 MB2896  NAD 27      -  41 04 33.48926(N)    081 30 32.83507(W) AD(       ) 3
 MB2896
 MB2896.Superseded values are not recommended for survey control.
 MB2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2896.See file dsdata.txt to determine how the superseded data were derived.
 MB2896
 MB2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5724547321(NAD 83)
 MB2896
 MB2896  HISTORY     - Date     Condition        Report By
 MB2896  HISTORY     - 1943     MONUMENTED       CGS
 MB2896  HISTORY     - 1945     SEE DESCRIPTION  LOCSUR
 MB2896  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MB2896  HISTORY     - 1984     GOOD             USPSQD
 MB2896
 MB2896                          STATION DESCRIPTION
 MB2896
 MB2896'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2896'STATION IS LOCATED ON THE SOUTH SIDE OF BUCHTAL AVE. BETWEEN UUREKEA
 MB2896'TERRACE AND ELLWOOD AVE. IN
 MB2896'THE CITY OF AKRON.  IT IS A TALL PENCIL TYPE RADIO MAST, 250 FEET
 MB2896'HIGH, PAINTED SILVER WITH A RED
 MB2896'LIGHT ON THE TOP.  THE STATION CALL LETTER IS WPDO.  THE POINT
 MB2896'OBSERVED ON IS THE RED LIGHT ON TOP OF THE
 MB2896'MAST.
 MB2896
 MB2896                          STATION RECOVERY (1945)
 MB2896
 MB2896'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
 MB2896'LETTER OF GEHRES AND KINGSLEY, AKRON, OHIO, DATED JANUARY 26, 1945.
 MB2896'
 MB2896'THE TALL PENCIL-TYPE RADIO MAST MENTIONED IN DESCRIPTION IS
 MB2896'INCORRECT.  IT IS
 MB2896'A FOUR-LEGGED TOWER LOCATED BEHIND FIRE STATION
 MB2896'5 AND E OF AKRON UNIVERSITY.
 MB2896'
 MB2896'NO POSITION IS AVAILABLE SINCE ONLY ONE DIRECTION WAS OBSERVED
 MB2896'TO THIS MAST.
 MB2896
 MB2896                          STATION RECOVERY (1963)
 MB2896
 MB2896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2896'THE STATION WAS RECOVERED IN GOOD CONDITION.
 MB2896
 MB2896                          STATION RECOVERY (1984)
 MB2896
 MB2896'RECOVERY NOTE BY US POWER SQUADRON 1984 (CZ)
 MB2896'POLICE RADIO MAST FOUND OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2883 ***********************************************************************
 MB2883  DESIGNATION -  AKRON RADIO STA KQA 400 MAST
 MB2883  PID         -  MB2883
 MB2883  STATE/COUNTY-  OH/SUMMIT
 MB2883  USGS QUAD   -  AKRON WEST (1994)
 MB2883
 MB2883                         *CURRENT SURVEY CONTROL
 MB2883  ___________________________________________________________________
 MB2883* NAD 83(1995)-  41 02 19.20973(N)    081 33 48.67749(W)     ADJUSTED  
 MB2883* NAVD 88     -                                                        
 MB2883  ___________________________________________________________________
 MB2883  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 MB2883  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MB2883
 MB2883  HORZ ORDER  -  THIRD
 MB2883
 MB2883.The horizontal coordinates were established by classical geodetic methods
 MB2883.and adjusted by the National Geodetic Survey in April 1998..
 MB2883
 MB2883
 MB2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2883
 MB2883.The geoid height was determined by GEOID03.
 MB2883
 MB2883;                    North         East     Units Scale Factor Converg.
 MB2883;SPC OH N     -   152,777.963   678,738.428   MT  0.99993927   +0 36 54.8
 MB2883;UTM  17      - 4,543,202.678   452,634.580   MT  0.99962761   -0 22 12.0
 MB2883
 MB2883                          SUPERSEDED SURVEY CONTROL
 MB2883
 MB2883  NAD 83(1986)-  41 02 19.21753(N)    081 33 48.67987(W) AD(       ) 4
 MB2883  NAD 27      -  41 02 19.01962(N)    081 33 49.25026(W) AD(       ) 3
 MB2883
 MB2883.Superseded values are not recommended for survey control.
 MB2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2883.See file dsdata.txt to determine how the superseded data were derived.
 MB2883
 MB2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5263543203(NAD 83)
 MB2883
 MB2883  HISTORY     - Date     Condition        Report By
 MB2883  HISTORY     - 1963     MONUMENTED       CGS
 MB2883
 MB2883                          STATION DESCRIPTION
 MB2883
 MB2883'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2883'THE STATION IS THE CENTER OF THE TOP OF THE MAST,
 MB2883'LOCATED ABOUT FOUR
 MB2883'MILES SOUTHWEST OF DOWNTOWN AKRON, SOUTH OF THE
 MB2883'INTERSECTION OF W. WILBETH RD. AND
 MB2883'19TH STREET.  IT IS A SELF SUPPORTING,
 MB2883'SLINDER, POLE, RADIO MAST, PAINTED SILVER WITH A
 MB2883'FLASHING RED LIGHT
 MB2883'NEAR THE TOP.  THE OVERALL HEIGHT ABOVE THE GROUND IS 120 FEET.
 MB2883'THE MAST IS
 MB2883'OWNED AND OPERATED BY THE EAST OHIO GAS COMPANY OF AKRON,
 MB2883'OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2912 ***********************************************************************
 MB2912  DESIGNATION -  AKRON RADIO STA KQC 969 MAST
 MB2912  PID         -  MB2912
 MB2912  STATE/COUNTY-  OH/SUMMIT
 MB2912  USGS QUAD   -  AKRON WEST (1994)
 MB2912
 MB2912                         *CURRENT SURVEY CONTROL
 MB2912  ___________________________________________________________________
 MB2912* NAD 83(1995)-  41 00 04.18958(N)    081 32 56.64887(W)     ADJUSTED  
 MB2912* NAVD 88     -                                                        
 MB2912  ___________________________________________________________________
 MB2912  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 MB2912  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MB2912
 MB2912  HORZ ORDER  -  THIRD
 MB2912
 MB2912.The horizontal coordinates were established by classical geodetic methods
 MB2912.and adjusted by the National Geodetic Survey in April 1998..
 MB2912
 MB2912
 MB2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2912
 MB2912.The geoid height was determined by GEOID03.
 MB2912
 MB2912;                    North         East     Units Scale Factor Converg.
 MB2912;SPC OH N     -   148,626.453   679,998.937   MT  0.99993981   +0 37 29.0
 MB2912;UTM  17      - 4,539,031.416   453,823.158   MT  0.99962624   -0 21 36.9
 MB2912
 MB2912                          SUPERSEDED SURVEY CONTROL
 MB2912
 MB2912  NAD 83(1986)-  41 00 04.19815(N)    081 32 56.65220(W) AD(       ) 4
 MB2912  NAD 27      -  41 00 03.99986(N)    081 32 57.22931(W) AD(       ) 3
 MB2912
 MB2912.Superseded values are not recommended for survey control.
 MB2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2912.See file dsdata.txt to determine how the superseded data were derived.
 MB2912
 MB2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5382339031(NAD 83)
 MB2912
 MB2912  HISTORY     - Date     Condition        Report By
 MB2912  HISTORY     - 1963     MONUMENTED       CGS
 MB2912  HISTORY     - 1989     GOOD             USPSQD
 MB2912
 MB2912                          STATION DESCRIPTION
 MB2912
 MB2912'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2912'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
 MB2912'ABOUT 5.5 MILES
 MB2912'SOUTH-SOUTHWEST OF THE CENTER OF DOWNTOWN AKRON, ON AN ISLAND IN
 MB2912'PORTAGE LAKE, SOUTH OF THE CORNER
 MB2912'OF PORTAGE LAKES DR. AND PEACH DR.  IT IS A THREE
 MB2912'LEGGED, STEEL STRUCTURE, PAINTED IN ALTERNATE
 MB2912'SECTIONS OF INTERNATIONAL COLORS OF
 MB2912'RED AND WHITE, WITH A FLASHING RED LIGHT ON TOP, AND IT IS GUY
 MB2912'WIRED.  THE MAST IS OWNED AND
 MB2912'OPERATED BY THE DEPARTMENT OF NATURAL RESOURCES, DISTRICT 3
 MB2912'HEADQUARTERS, STATE OF OHIO.
 MB2912'THE OVERALL HEIGHT OF THE MAST ABOVE THE GROUND IS 360 FEET.
 MB2912
 MB2912                          STATION RECOVERY (1989)
 MB2912
 MB2912'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRP)
 MB2912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2702 ***********************************************************************
 MB2702  DESIGNATION -  AKRON RADIO STA KQG 810 MAST
 MB2702  PID         -  MB2702
 MB2702  STATE/COUNTY-  OH/SUMMIT
 MB2702  USGS QUAD   -  AKRON EAST (1964)
 MB2702
 MB2702                         *CURRENT SURVEY CONTROL
 MB2702  ___________________________________________________________________
 MB2702* NAD 83(1995)-  41 05 01.81164(N)    081 26 30.84459(W)     ADJUSTED  
 MB2702* NAVD 88     -                                                        
 MB2702  ___________________________________________________________________
 MB2702  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 MB2702  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB2702
 MB2702  HORZ ORDER  -  THIRD
 MB2702
 MB2702.The horizontal coordinates were established by classical geodetic methods
 MB2702.and adjusted by the National Geodetic Survey in April 1998..
 MB2702
 MB2702
 MB2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2702
 MB2702.The geoid height was determined by GEOID03.
 MB2702
 MB2702;                    North         East     Units Scale Factor Converg.
 MB2702;SPC OH N     -   157,910.266   688,902.847   MT  0.99993918   +0 41 42.4
 MB2702;UTM  17      - 4,548,157.849   462,882.506   MT  0.99961696   -0 17 25.5
 MB2702
 MB2702                          SUPERSEDED SURVEY CONTROL
 MB2702
 MB2702  NAD 83(1986)-  41 05 01.81854(N)    081 26 30.84791(W) AD(       ) 4
 MB2702  NAD 27      -  41 05 01.61323(N)    081 26 31.43663(W) AD(       ) 3
 MB2702
 MB2702.Superseded values are not recommended for survey control.
 MB2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2702.See file dsdata.txt to determine how the superseded data were derived.
 MB2702
 MB2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6288348158(NAD 83)
 MB2702
 MB2702  HISTORY     - Date     Condition        Report By
 MB2702  HISTORY     - 1963     MONUMENTED       CGS
 MB2702  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MB2702
 MB2702                          STATION DESCRIPTION
 MB2702
 MB2702'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2702'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
 MB2702'ABOUT 3.7 MILES
 MB2702'EAST OF THE CENTER OF DOWNTOWN AKRON, AT 2100 EASTWOOD AVE.
 MB2702'IT IS A SLINDER POLE MAST, PAINTED
 MB2702'SILVER WITH RED LIGHTS ON THE WEST SIDE OF
 MB2702'THE MAST, AND TWO RED LIGHTS ON TOP.  THE OVERALL
 MB2702'HEIGHT ABOVE THE GROUND IS
 MB2702'100 FEET.  THE MAST IS OWNED AND OPERATED BY THE EAST OHIO GAS CO.,
 MB2702'OF AKRON, OHIO.
 MB2702
 MB2702                          STATION RECOVERY (1977)
 MB2702
 MB2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2702'THE STATION WAS NOT RECOVERED, WITH DESCRIPTION IN QUAD
 MB2702'410812-1032.
 MB2702'
 MB2702'THE MAST HAS BEEN DESTROYED AND A NEW MICROWAVE TOWER WAS
 MB2702'BUILT AT THE APPROXIMATE SAME LOCATION.
 MB2702'
 MB2702'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2869 ***********************************************************************
 MB2869  DESIGNATION -  AKRON RADIO STA WADC E TOWER
 MB2869  PID         -  MB2869
 MB2869  STATE/COUNTY-  OH/SUMMIT
 MB2869  USGS QUAD   -  PENINSULA (1994)
 MB2869
 MB2869                         *CURRENT SURVEY CONTROL
 MB2869  ___________________________________________________________________
 MB2869* NAD 83(1995)-  41 10 04.11693(N)    081 30 38.29866(W)     ADJUSTED  
 MB2869* NAVD 88     -                                                        
 MB2869  ___________________________________________________________________
 MB2869  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 MB2869  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB2869
 MB2869  HORZ ORDER  -  THIRD
 MB2869
 MB2869.The horizontal coordinates were established by classical geodetic methods
 MB2869.and adjusted by the National Geodetic Survey in April 1998..
 MB2869
 MB2869
 MB2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2869
 MB2869.The geoid height was determined by GEOID03.
 MB2869
 MB2869;                    North         East     Units Scale Factor Converg.
 MB2869;SPC OH N     -   167,167.123   683,021.927   MT  0.99994066   +0 38 59.9
 MB2869;UTM  17      - 4,557,511.520   457,163.548   MT  0.99962258   -0 20 10.1
 MB2869
 MB2869                          SUPERSEDED SURVEY CONTROL
 MB2869
 MB2869  NAD 83(1986)-  41 10 04.12338(N)    081 30 38.30217(W) AD(       ) 4
 MB2869  NAD 27      -  41 10 03.92542(N)    081 30 38.86323(W) AD(       ) 3
 MB2869
 MB2869.Superseded values are not recommended for survey control.
 MB2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2869.See file dsdata.txt to determine how the superseded data were derived.
 MB2869
 MB2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5716457512(NAD 83)
 MB2869
 MB2869  HISTORY     - Date     Condition        Report By
 MB2869  HISTORY     - 1963     MONUMENTED       CGS
 MB2869
 MB2869                          STATION DESCRIPTION
 MB2869
 MB2869'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2869'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED
 MB2869'ABOUT 5.0 MILES
 MB2869'NORTH OF THE CENTER OF DOWNTOWN AKRON, AT 3474 AKRON, CLEVELAND
 MB2869'ROAD (RT. 8).  IT IS A SELF
 MB2869'SUPPORTING, THREE LEGGED STEEL STRUCTURE, PAINTED IN
 MB2869'ALTERNATE SECTIONS OF INTERNATIONAL COLORS OF
 MB2869'RED AND WHITE, WITH A FLASHING RED LIGHT
 MB2869'ON THE TOP.  THE OVERALL HEIGHT ABOVE THE GROUND IS 355 FEET.
 MB2869'THE TOWER IS
 MB2869'OWNED BY ALLEN T. SIMMONS CORP. AND IS OPERATED BY THE WADC RADIO
 MB2869'STATION OF AKRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2875 ***********************************************************************
 MB2875  DESIGNATION -  AKRON RADIO STA WADC W TOWER
 MB2875  PID         -  MB2875
 MB2875  STATE/COUNTY-  OH/SUMMIT
 MB2875  USGS QUAD   -  PENINSULA (1994)
 MB2875
 MB2875                         *CURRENT SURVEY CONTROL
 MB2875  ___________________________________________________________________
 MB2875* NAD 83(1995)-  41 10 02.76169(N)    081 30 43.79002(W)     ADJUSTED  
 MB2875* NAVD 88     -                                                        
 MB2875  ___________________________________________________________________
 MB2875  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 MB2875  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB2875
 MB2875  HORZ ORDER  -  THIRD
 MB2875
 MB2875.The horizontal coordinates were established by classical geodetic methods
 MB2875.and adjusted by the National Geodetic Survey in April 1998..
 MB2875
 MB2875
 MB2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2875
 MB2875.The geoid height was determined by GEOID03.
 MB2875
 MB2875;                    North         East     Units Scale Factor Converg.
 MB2875;SPC OH N     -   167,123.869   682,894.404   MT  0.99994065   +0 38 56.3
 MB2875;UTM  17      - 4,557,470.481   457,035.341   MT  0.99962272   -0 20 13.7
 MB2875
 MB2875                          SUPERSEDED SURVEY CONTROL
 MB2875
 MB2875  NAD 83(1986)-  41 10 02.76864(N)    081 30 43.79344(W) AD(       ) 4
 MB2875  NAD 27      -  41 10 02.57103(N)    081 30 44.35432(W) AD(       ) 3
 MB2875
 MB2875.Superseded values are not recommended for survey control.
 MB2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2875.See file dsdata.txt to determine how the superseded data were derived.
 MB2875
 MB2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5703557470(NAD 83)
 MB2875
 MB2875  HISTORY     - Date     Condition        Report By
 MB2875  HISTORY     - 1963     MONUMENTED       CGS
 MB2875
 MB2875                          STATION DESCRIPTION
 MB2875
 MB2875'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2875'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED
 MB2875'ABOUT 5.0 MILES
 MB2875'NORTH OF THE CENTER OF DOWNTOWN AKRON, AT 3474 AKRON, CLEVELAND
 MB2875'ROAD (RT. 8).  IT IS A SELF
 MB2875'SUPPORTING, THREE LEGGED STEEL STRUCTURE, PAINTED IN
 MB2875'ALTERNATE SECTIONS OF INTERNATIONAL COLORS OF
 MB2875'RED AND WHITE, WITH A FLASHING RED LIGHT
 MB2875'ON THE TOP.  THE OVERALL HEIGHT ABOVE THE GROUND IS 355 FEET.
 MB2875'
 MB2875'THE TOWER IS OWNED BY ALLEN T. SIMMONS CORP. AND IS OPERATED BY THE
 MB2875'WADC RADIO STATION OF
 MB2875'AKRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2894 ***********************************************************************
 MB2894  DESIGNATION -  AKRON RADIO STA WAKR NW MAST
 MB2894  PID         -  MB2894
 MB2894  STATE/COUNTY-  OH/SUMMIT
 MB2894  USGS QUAD   -  AKRON WEST (1994)
 MB2894
 MB2894                         *CURRENT SURVEY CONTROL
 MB2894  ___________________________________________________________________
 MB2894* NAD 83(1995)-  41 01 19.58116(N)    081 30 14.38003(W)     ADJUSTED  
 MB2894* NAVD 88     -                                                        
 MB2894  ___________________________________________________________________
 MB2894  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MB2894  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MB2894
 MB2894  HORZ ORDER  -  THIRD
 MB2894
 MB2894.The horizontal coordinates were established by classical geodetic methods
 MB2894.and adjusted by the National Geodetic Survey in April 1998..
 MB2894
 MB2894
 MB2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2894
 MB2894.The geoid height was determined by GEOID03.
 MB2894
 MB2894;                    North         East     Units Scale Factor Converg.
 MB2894;SPC OH N     -   150,994.194   683,764.214   MT  0.99993946   +0 39 15.6
 MB2894;UTM  17      - 4,541,333.349   457,627.383   MT  0.99962210   -0 19 50.9
 MB2894
 MB2894                          SUPERSEDED SURVEY CONTROL
 MB2894
 MB2894  NAD 83(1986)-  41 01 19.58845(N)    081 30 14.38367(W) AD(       ) 4
 MB2894  NAD 27      -  41 01 19.38734(N)    081 30 14.96390(W) AD(       ) 3
 MB2894
 MB2894.Superseded values are not recommended for survey control.
 MB2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2894.See file dsdata.txt to determine how the superseded data were derived.
 MB2894
 MB2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5762741333(NAD 83)
 MB2894_MARKER: 42 = RADIO/TV MAST
 MB2894
 MB2894  HISTORY     - Date     Condition        Report By
 MB2894  HISTORY     - 1951     FIRST OBSERVED   CGS
 MB2894  HISTORY     - 1963     GOOD             CGS
 MB2894  HISTORY     - 1971     GOOD             NGS
 MB2894  HISTORY     - 1976     GOOD             NGS
 MB2894
 MB2894                          STATION DESCRIPTION
 MB2894
 MB2894'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2894'STATION IS LOCATED ABOUT 3/4 MILE SOUTH OF THE SOUTH CORPORATION
 MB2894'LIMITS OF AKRON,
 MB2894'0.5 MILE WEST OF ARLINGTON STREET AND 0.3 MILE NORTH OF SWARTZ ROAD.
 MB2894'IT IS A 4 LEGGED STEEL MAST, PAINTED
 MB2894'ALTERNATE RED AND WHITE AND IS 300 FEET HIGH.  THE POINT
 MB2894'OF INTERSECTION WAS THE FLASHING RED LIGHT AT THE
 MB2894'TOP OF THE MAST.
 MB2894'
 MB2894'THIS MAST IS IN THE MOST NORTHWESTERLY OF 4 MASTS (2 TALL AND 2
 MB2894'SHORT).
 MB2894
 MB2894                          STATION RECOVERY (1963)
 MB2894
 MB2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2894'THE STATION WAS RECOVERED IN GOOD CONDITION.
 MB2894
 MB2894                          STATION RECOVERY (1971)
 MB2894
 MB2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
 MB2894'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS GOOD.
 MB2894
 MB2894                          STATION RECOVERY (1976)
 MB2894
 MB2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
 MB2894'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MB2894'
 MB2894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MB2894'AT AKRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2897 ***********************************************************************
 MB2897  DESIGNATION -  AKRON RADIO STA WAKR SW MAST
 MB2897  PID         -  MB2897
 MB2897  STATE/COUNTY-  OH/SUMMIT
 MB2897  USGS QUAD   -  AKRON WEST (1994)
 MB2897
 MB2897                         *CURRENT SURVEY CONTROL
 MB2897  ___________________________________________________________________
 MB2897* NAD 83(1995)-  41 01 17.85811(N)    081 30 12.38894(W)     ADJUSTED  
 MB2897* NAVD 88     -                                                        
 MB2897  ___________________________________________________________________
 MB2897  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 MB2897  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MB2897
 MB2897  HORZ ORDER  -  THIRD
 MB2897
 MB2897.The horizontal coordinates were established by classical geodetic methods
 MB2897.and adjusted by the National Geodetic Survey in April 1998..
 MB2897
 MB2897
 MB2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2897
 MB2897.The geoid height was determined by GEOID03.
 MB2897
 MB2897;                    North         East     Units Scale Factor Converg.
 MB2897;SPC OH N     -   150,941.579   683,811.334   MT  0.99993946   +0 39 16.9
 MB2897;UTM  17      - 4,541,279.949   457,673.576   MT  0.99962205   -0 19 49.6
 MB2897
 MB2897                          SUPERSEDED SURVEY CONTROL
 MB2897
 MB2897  NAD 83(1986)-  41 01 17.86537(N)    081 30 12.39263(W) AD(       ) 4
 MB2897  NAD 27      -  41 01 17.66438(N)    081 30 12.97331(W) AD(       ) 3
 MB2897
 MB2897.Superseded values are not recommended for survey control.
 MB2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2897.See file dsdata.txt to determine how the superseded data were derived.
 MB2897
 MB2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5767441280(NAD 83)
 MB2897_MARKER: 42 = RADIO/TV MAST
 MB2897
 MB2897  HISTORY     - Date     Condition        Report By
 MB2897  HISTORY     - 1951     FIRST OBSERVED   CGS
 MB2897  HISTORY     - 1963     GOOD             CGS
 MB2897  HISTORY     - 1971     GOOD             NGS
 MB2897
 MB2897                          STATION DESCRIPTION
 MB2897
 MB2897'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MB2897'STATION IS LOCATED ABOUT 3/4 MILE SOUTH OF THE SOUTH CORPORATION
 MB2897'LIMITS OF AKRON,
 MB2897'0.5 MILE WEST OF ARLINGTON STREET AND 0.3 MILE NORTH OF SWARTZ
 MB2897'ROAD.  IT IS A 4 LEGGED STEEL MAST,
 MB2897'PAINTED ALTERNATE RED AND WHITE AND IS 305 FEET HIGH.
 MB2897'THE POINT OF INTERSECTION WAS THE FLASHING RED LIGHT
 MB2897'AT THE TOP OF THE MAST.
 MB2897'
 MB2897'THIS MAST IS THE MOST SOUTHWESTERLY OF 4 MASTS (2 TALL AND 2 SHORT).
 MB2897
 MB2897                          STATION RECOVERY (1963)
 MB2897
 MB2897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2897'THE STATION WAS RECOVERED IN GOOD CONDITION.
 MB2897
 MB2897                          STATION RECOVERY (1971)
 MB2897
 MB2897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
 MB2897'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2871 ***********************************************************************
 MB2871  DESIGNATION -  AKRON RADIO STA WCUE E MAST
 MB2871  PID         -  MB2871
 MB2871  STATE/COUNTY-  OH/SUMMIT
 MB2871  USGS QUAD   -  PENINSULA (1994)
 MB2871
 MB2871                         *CURRENT SURVEY CONTROL
 MB2871  ___________________________________________________________________
 MB2871* NAD 83(1995)-  41 07 33.65451(N)    081 31 13.59248(W)     ADJUSTED  
 MB2871* NAVD 88     -                                                        
 MB2871  ___________________________________________________________________
 MB2871  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 MB2871  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB2871
 MB2871  HORZ ORDER  -  THIRD
 MB2871
 MB2871.The horizontal coordinates were established by classical geodetic methods
 MB2871.and adjusted by the National Geodetic Survey in April 1998..
 MB2871
 MB2871
 MB2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2871
 MB2871.The geoid height was determined by GEOID03.
 MB2871
 MB2871;                    North         East     Units Scale Factor Converg.
 MB2871;SPC OH N     -   162,516.777   682,251.404   MT  0.99993966   +0 38 36.7
 MB2871;UTM  17      - 4,552,876.592   456,313.389   MT  0.99962349   -0 20 32.3
 MB2871
 MB2871                          SUPERSEDED SURVEY CONTROL
 MB2871
 MB2871  NAD 83(1986)-  41 07 33.66176(N)    081 31 13.59588(W) AD(       ) 4
 MB2871  NAD 27      -  41 07 33.46386(N)    081 31 14.16115(W) AD(       ) 3
 MB2871
 MB2871.Superseded values are not recommended for survey control.
 MB2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2871.See file dsdata.txt to determine how the superseded data were derived.
 MB2871
 MB2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5631352877(NAD 83)
 MB2871
 MB2871  HISTORY     - Date     Condition        Report By
 MB2871  HISTORY     - 1963     MONUMENTED       CGS
 MB2871
 MB2871                          STATION DESCRIPTION
 MB2871
 MB2871'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2871'THE STATION IS THE CENTER OF THE TOP OF THE MAST,
 MB2871'LOCATED ABOUT 2.8
 MB2871'MILES NORTH OF DOWNTOWN AKRON, SOUTHWEST OF THE
 MB2871'INTERSECTION OF CUYAHOGA STREET AND
 MB2871'SACKET AVENUE.
 MB2871'IT IS A GUYED, THREE LEGGED, STEEL STRUCTURE PAINTED
 MB2871'IN ALTERNATE
 MB2871'COLORS OF INTERNATIONAL RED AND WHITE, WITH A FLASHING RED LIGHT ON
 MB2871'THE TOP.  THE
 MB2871'OVERALL HEIGHT ABOVE THE GROUND IS 255 FEET.
 MB2871'THE MAST IS OWNED AND OPERATED
 MB2871'BY THE WCUE RADIO STATION OF AKRON,
 MB2871'OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2872 ***********************************************************************
 MB2872  DESIGNATION -  AKRON RADIO STA WCUE W MAST
 MB2872  PID         -  MB2872
 MB2872  STATE/COUNTY-  OH/SUMMIT
 MB2872  USGS QUAD   -  PENINSULA (1994)
 MB2872
 MB2872                         *CURRENT SURVEY CONTROL
 MB2872  ___________________________________________________________________
 MB2872* NAD 83(1995)-  41 07 32.97883(N)    081 31 19.54783(W)     ADJUSTED  
 MB2872* NAVD 88     -                                                        
 MB2872  ___________________________________________________________________
 MB2872  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 MB2872  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB2872
 MB2872  HORZ ORDER  -  THIRD
 MB2872
 MB2872.The horizontal coordinates were established by classical geodetic methods
 MB2872.and adjusted by the National Geodetic Survey in April 1998..
 MB2872
 MB2872
 MB2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2872
 MB2872.The geoid height was determined by GEOID03.
 MB2872
 MB2872;                    North         East     Units Scale Factor Converg.
 MB2872;SPC OH N     -   162,494.377   682,112.738   MT  0.99993965   +0 38 32.8
 MB2872;UTM  17      - 4,552,856.588   456,174.402   MT  0.99962364   -0 20 36.2
 MB2872
 MB2872                          SUPERSEDED SURVEY CONTROL
 MB2872
 MB2872  NAD 83(1986)-  41 07 32.98609(N)    081 31 19.55123(W) AD(       ) 4
 MB2872  NAD 27      -  41 07 32.78843(N)    081 31 20.11618(W) AD(       ) 3
 MB2872
 MB2872.Superseded values are not recommended for survey control.
 MB2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2872.See file dsdata.txt to determine how the superseded data were derived.
 MB2872
 MB2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5617452857(NAD 83)
 MB2872
 MB2872  HISTORY     - Date     Condition        Report By
 MB2872  HISTORY     - 1963     MONUMENTED       CGS
 MB2872
 MB2872                          STATION DESCRIPTION
 MB2872
 MB2872'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2872'THE STATION IS THE CENTER OF THE TOP OF THE MAST,
 MB2872'LOCATED ABOUT 2.8
 MB2872'MILES NORTH OF DOWNTOWN AKRON, SOUTHWEST OF THE
 MB2872'INTERSECTION OF CUYAHOGA STREET AND
 MB2872'SACKET AVENUE.
 MB2872'IT IS A GUYED, THREE LEGGED, STEEL STRUCTURE PAINTED
 MB2872'IN ALTERNATE
 MB2872'COLORS OF INTERNATIONAL RED AND WHITE, WITH A FLASHING RED LIGHT ON
 MB2872'THE TOP.  THE
 MB2872'OVERALL HEIGHT ABOVE THE GROUND IS 255 FEET.
 MB2872'THE MAST IS OWNED AND OPERATED
 MB2872'BY THE WCUE RADIO STATION OF AKRON,
 MB2872'OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1376 ***********************************************************************
 MB1376  DESIGNATION -  AKRON RM 1
 MB1376  PID         -  MB1376
 MB1376  STATE/COUNTY-  OH/SUMMIT
 MB1376  USGS QUAD   -  AKRON WEST (1994)
 MB1376
 MB1376                         *CURRENT SURVEY CONTROL
 MB1376  ___________________________________________________________________
 MB1376* NAD 83(1995)-  41 06 57.25131(N)    081 32 54.35237(W)     ADJUSTED  
 MB1376* NAVD 88     -       330.647  (meters)    1084.80   (feet)  ADJUSTED  
 MB1376  ___________________________________________________________________
 MB1376  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 MB1376  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB1376  DYNAMIC HT  -         330.504 (meters)    1084.33  (feet)  COMP
 MB1376  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 MB1376
 MB1376  HORZ ORDER  -  SECOND
 MB1376  VERT ORDER  -  FIRST     CLASS II
 MB1376
 MB1376.The horizontal coordinates were established by classical geodetic methods
 MB1376.and adjusted by the National Geodetic Survey in April 1998..
 MB1376
 MB1376.The orthometric height was determined by differential leveling
 MB1376.and adjusted by the National Geodetic Survey in June 1991..
 MB1376.WARNING-Repeat measurements at this control monument indicate possible
 MB1376.vertical movement.
 MB1376
 MB1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1376
 MB1376.The geoid height was determined by GEOID03.
 MB1376
 MB1376.The dynamic height is computed by dividing the NAVD 88
 MB1376.geopotential number by the normal gravity value computed on the
 MB1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1376.degrees latitude (g = 980.6199 gals.).
 MB1376
 MB1376.The modeled gravity was interpolated from observed gravity values.
 MB1376
 MB1376;                    North         East     Units Scale Factor Converg.
 MB1376;SPC OH N     -   161,367.892   679,913.585   MT  0.99993949   +0 37 30.5
 MB1376;UTM  17      - 4,551,768.448   453,956.891   MT  0.99962609   -0 21 38.3
 MB1376
 MB1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1376!SPC OH N     -   0.99995339  x   0.99993949  =   0.99989288
 MB1376!UTM  17      -   0.99995339  x   0.99962609  =   0.99957949
 MB1376
 MB1376                          SUPERSEDED SURVEY CONTROL
 MB1376
 MB1376  NAD 83(1986)-  41 06 57.25834(N)    081 32 54.35569(W) AD(       ) 2
 MB1376  NAD 27      -  41 06 57.06260(N)    081 32 54.91870(W) AD(       ) 2
 MB1376  NGVD 29 (??/??/92)  330.840  (m)         1085.43   (f) ADJ UNCH    1 2
 MB1376
 MB1376.Superseded values are not recommended for survey control.
 MB1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1376.See file dsdata.txt to determine how the superseded data were derived.
 MB1376
 MB1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5395751768(NAD 83)
 MB1376_MARKER: DR = REFERENCE MARK DISK
 MB1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1376_STAMPING: AKRON NO 1 1943
 MB1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1376+STABILITY: SURFACE MOTION
 MB1376
 MB1376  HISTORY     - Date     Condition        Report By
 MB1376  HISTORY     - 1943     MONUMENTED       CGS
 MB1376  HISTORY     - 1963     GOOD             NGS
 MB1376
 MB1376                          STATION DESCRIPTION
 MB1376
 MB1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MB1376'AT AKRON.
 MB1376'AT AKRON, IN THE NORTHWEST PART OF THE CITY, NEAR THE JUNCTION
 MB1376'OF NORTH PORTAGE PATH AND GARMAN ROAD, 142.8 FEET SOUTHEAST
 MB1376'OF AND ACROSS NORTH PORTAGE PATH FROM THE STATION, 24 FEET
 MB1376'EAST OF THE CENTER LINE OF NORTH PORTAGE PATH, 3 FEET WEST OF
 MB1376'A POWER LINE POLE, 21 FEET SOUTHWEST OF A 16 INCH OAK TREE, SET
 MB1376'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 MB1376'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1377 ***********************************************************************
 MB1377  DESIGNATION -  AKRON RM 2
 MB1377  PID         -  MB1377
 MB1377  STATE/COUNTY-  OH/SUMMIT
 MB1377  USGS QUAD   -  AKRON WEST (1994)
 MB1377
 MB1377                         *CURRENT SURVEY CONTROL
 MB1377  ___________________________________________________________________
 MB1377* NAD 83(1995)-  41 06 59.11870(N)    081 32 56.96012(W)     ADJUSTED  
 MB1377* NAVD 88     -       331.531  (meters)    1087.70   (feet)  ADJUSTED  
 MB1377  ___________________________________________________________________
 MB1377  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MB1377  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB1377  DYNAMIC HT  -         331.388 (meters)    1087.23  (feet)  COMP
 MB1377  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 MB1377
 MB1377  HORZ ORDER  -  SECOND
 MB1377  VERT ORDER  -  FIRST     CLASS II
 MB1377
 MB1377.The horizontal coordinates were established by classical geodetic methods
 MB1377.and adjusted by the National Geodetic Survey in April 1998..
 MB1377
 MB1377.The orthometric height was determined by differential leveling
 MB1377.and adjusted by the National Geodetic Survey in June 1991..
 MB1377
 MB1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1377
 MB1377.The geoid height was determined by GEOID03.
 MB1377
 MB1377.The dynamic height is computed by dividing the NAVD 88
 MB1377.geopotential number by the normal gravity value computed on the
 MB1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1377.degrees latitude (g = 980.6199 gals.).
 MB1377
 MB1377.The modeled gravity was interpolated from observed gravity values.
 MB1377
 MB1377;                    North         East     Units Scale Factor Converg.
 MB1377;SPC OH N     -   161,424.829   679,852.125   MT  0.99993950   +0 37 28.8
 MB1377;UTM  17      - 4,551,826.415   453,896.439   MT  0.99962616   -0 21 40.1
 MB1377
 MB1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1377!SPC OH N     -   0.99995325  x   0.99993950  =   0.99989275
 MB1377!UTM  17      -   0.99995325  x   0.99962616  =   0.99957943
 MB1377
 MB1377                          SUPERSEDED SURVEY CONTROL
 MB1377
 MB1377  NAD 83(1986)-  41 06 59.12617(N)    081 32 56.96423(W) AD(       ) 2
 MB1377  NAD 27      -  41 06 58.92990(N)    081 32 57.52640(W) AD(       ) 2
 MB1377  NGVD 29 (??/??/92)  331.730  (m)         1088.35   (f) ADJ UNCH    1 2
 MB1377
 MB1377.Superseded values are not recommended for survey control.
 MB1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1377.See file dsdata.txt to determine how the superseded data were derived.
 MB1377
 MB1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5389651826(NAD 83)
 MB1377_MARKER: DR = REFERENCE MARK DISK
 MB1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1377_STAMPING: AKRON NO 2 1943
 MB1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1377+STABILITY: SURFACE MOTION
 MB1377
 MB1377  HISTORY     - Date     Condition        Report By
 MB1377  HISTORY     - 1943     MONUMENTED       CGS
 MB1377  HISTORY     - 1963     GOOD             NGS
 MB1377
 MB1377                          STATION DESCRIPTION
 MB1377
 MB1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MB1377'AT AKRON.
 MB1377'AT AKRON, IN THE NORTHWEST PART OF THE CITY, 140.8 FEET NORTHWEST
 MB1377'OF AND ACROSS GARMAN ROAD FROM THE STATION, NEAR THE JUNCTION
 MB1377'OF GARMAN ROAD AND NORTH PORTAGE PATH, 24 FEET NORTH OF THE
 MB1377'CENTER LINE OF GARMAN ROAD, 57 FEET WEST OF A POWER LINE POLE,
 MB1377'1 FOOT SOUTH OF A MAN MADE ROCK WALL, SET IN THE TOP OF A
 MB1377'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND
 MB1377'AND 2 FEET ABOVE THE LEVEL OF GARMAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2902 ***********************************************************************
 MB2902  DESIGNATION -  AKRON SAALFIELD PUB CO SW TANK
 MB2902  PID         -  MB2902
 MB2902  STATE/COUNTY-  OH/SUMMIT
 MB2902  USGS QUAD   -  AKRON WEST (1994)
 MB2902
 MB2902                         *CURRENT SURVEY CONTROL
 MB2902  ___________________________________________________________________
 MB2902* NAD 83(1995)-  41 03 19.44643(N)    081 31 39.71579(W)     ADJUSTED  
 MB2902* NAVD 88     -                                                        
 MB2902  ___________________________________________________________________
 MB2902  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 MB2902  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MB2902
 MB2902  HORZ ORDER  -  THIRD
 MB2902
 MB2902.The horizontal coordinates were established by classical geodetic methods
 MB2902.and adjusted by the National Geodetic Survey in April 1998..
 MB2902
 MB2902
 MB2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2902
 MB2902.The geoid height was determined by GEOID03.
 MB2902
 MB2902;                    North         East     Units Scale Factor Converg.
 MB2902;SPC OH N     -   154,668.910   681,729.537   MT  0.99993916   +0 38 19.5
 MB2902;UTM  17      - 4,545,041.335   455,656.815   MT  0.99962420   -0 20 47.7
 MB2902
 MB2902                          SUPERSEDED SURVEY CONTROL
 MB2902
 MB2902  NAD 83(1986)-  41 03 19.45371(N)    081 31 39.71905(W) AD(       ) 4
 MB2902  NAD 27      -  41 03 19.25517(N)    081 31 40.29273(W) AD(       ) 3
 MB2902
 MB2902.Superseded values are not recommended for survey control.
 MB2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2902.See file dsdata.txt to determine how the superseded data were derived.
 MB2902
 MB2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5565745041(NAD 83)
 MB2902
 MB2902  HISTORY     - Date     Condition        Report By
 MB2902  HISTORY     - 1963     MONUMENTED       CGS
 MB2902  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MB2902
 MB2902                          STATION DESCRIPTION
 MB2902
 MB2902'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2902'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 MB2902'ABOUT 2.0 MILES
 MB2902'SOUTH-SOUTHWEST OF THE CENTER OF DOWNTOWN AKRON, AT 1145 SOUTH
 MB2902'HIGH STREET, ON TOP OF THE
 MB2902'SAALFIELD PUBLISHING CO. BUILDING.  IT IS A FOUR LEGGED
 MB2902'BLACK WATER TANK, WITH A BLACK BALL ON THE
 MB2902'TOP, AND IT IS APPROXIMATELY 140 FEET
 MB2902'ABOVE THE GROUND.
 MB2902
 MB2902                          STATION RECOVERY (1989)
 MB2902
 MB2902'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRP)
 MB2902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2906 ***********************************************************************
 MB2906  DESIGNATION -  AKRON SAALFIELD PUB CO NE TANK
 MB2906  PID         -  MB2906
 MB2906  STATE/COUNTY-  OH/SUMMIT
 MB2906  USGS QUAD   -  AKRON WEST (1994)
 MB2906
 MB2906                         *CURRENT SURVEY CONTROL
 MB2906  ___________________________________________________________________
 MB2906* NAD 83(1995)-  41 03 21.78596(N)    081 31 37.12400(W)     ADJUSTED  
 MB2906* NAVD 88     -                                                        
 MB2906  ___________________________________________________________________
 MB2906  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 MB2906  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MB2906
 MB2906  HORZ ORDER  -  THIRD
 MB2906
 MB2906.The horizontal coordinates were established by classical geodetic methods
 MB2906.and adjusted by the National Geodetic Survey in April 1998..
 MB2906
 MB2906
 MB2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2906
 MB2906.The geoid height was determined by GEOID03.
 MB2906
 MB2906;                    North         East     Units Scale Factor Converg.
 MB2906;SPC OH N     -   154,741.747   681,789.246   MT  0.99993916   +0 38 21.2
 MB2906;UTM  17      - 4,545,113.112   455,717.749   MT  0.99962413   -0 20 46.0
 MB2906
 MB2906                          SUPERSEDED SURVEY CONTROL
 MB2906
 MB2906  NAD 83(1986)-  41 03 21.79330(N)    081 31 37.12721(W) AD(       ) 4
 MB2906  NAD 27      -  41 03 21.59447(N)    081 31 37.70100(W) AD(       ) 3
 MB2906
 MB2906.Superseded values are not recommended for survey control.
 MB2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2906.See file dsdata.txt to determine how the superseded data were derived.
 MB2906
 MB2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5571845113(NAD 83)
 MB2906
 MB2906  HISTORY     - Date     Condition        Report By
 MB2906  HISTORY     - 1963     MONUMENTED       CGS
 MB2906  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MB2906
 MB2906                          STATION DESCRIPTION
 MB2906
 MB2906'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2906'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 MB2906'ABOUT 2.0 MILES
 MB2906'SOUTH-SOUTHWEST OF THE CENTER OF DOWNTOWN AKRON, AT 1145 SOUTH
 MB2906'HIGH STREET, ON TOP OF THE
 MB2906'SAALFIELD PUBLISHING CO. BUILDING.  IT IS A FOUR LEGGED
 MB2906'BLACK WATER TANK, WITH A RED LIGHT ON TOP,
 MB2906'AND IT IS APPROXIMATELY 170 FEET ABOVE
 MB2906'THE GROUND.
 MB2906
 MB2906                          STATION RECOVERY (1989)
 MB2906
 MB2906'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRP)
 MB2906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2890 ***********************************************************************
 MB2890  DESIGNATION -  AKRON SACKS ELECTRIC CO TANK
 MB2890  PID         -  MB2890
 MB2890  STATE/COUNTY-  OH/SUMMIT
 MB2890  USGS QUAD   -  AKRON WEST (1994)
 MB2890
 MB2890                         *CURRENT SURVEY CONTROL
 MB2890  ___________________________________________________________________
 MB2890* NAD 83(1995)-  41 03 55.91425(N)    081 30 11.53368(W)     ADJUSTED  
 MB2890* NAVD 88     -                                                        
 MB2890  ___________________________________________________________________
 MB2890  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 MB2890  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB2890
 MB2890  HORZ ORDER  -  THIRD
 MB2890
 MB2890.The horizontal coordinates were established by classical geodetic methods
 MB2890.and adjusted by the National Geodetic Survey in April 1998..
 MB2890
 MB2890
 MB2890.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2890
 MB2890.The geoid height was determined by GEOID03.
 MB2890
 MB2890;                    North         East     Units Scale Factor Converg.
 MB2890;SPC OH N     -   155,816.994   683,775.591   MT  0.99993914   +0 39 17.4
 MB2890;UTM  17      - 4,546,153.711   457,721.658   MT  0.99962200   -0 19 50.1
 MB2890
 MB2890                          SUPERSEDED SURVEY CONTROL
 MB2890
 MB2890  NAD 83(1986)-  41 03 55.92129(N)    081 30 11.53730(W) AD(       ) 4
 MB2890  NAD 27      -  41 03 55.72123(N)    081 30 12.11294(W) AD(       ) 3
 MB2890
 MB2890.Superseded values are not recommended for survey control.
 MB2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2890.See file dsdata.txt to determine how the superseded data were derived.
 MB2890
 MB2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5772246154(NAD 83)
 MB2890
 MB2890  HISTORY     - Date     Condition        Report By
 MB2890  HISTORY     - 1963     MONUMENTED       OH0070
 MB2890
 MB2890                          STATION DESCRIPTION
 MB2890
 MB2890'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB2890'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ON
 MB2890'THE ROOF OF THE
 MB2890'SACKS ELECTRIC COMPANY AT 711 JOHNSON STREET, ABOUT 1-1/4 MILES
 MB2890'SOUTH- SOUTHEAST OF DOWNTOWN AKRON.
 MB2890'THE TANK IS LOCATED NEAR THE CENTER OF THE ROOF OF THE
 MB2890'BUILDING, ON THE TOP OF A 4 LEGGED CONCRETE
 MB2890'STRUCTURE.  IT IS A WOODEN TANK PAINTED
 MB2890'BLACK.  THE OVERALL HEIGHT ABOVE THE GROUND IS 170 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2916 ***********************************************************************
 MB2916  DESIGNATION -  AKRON ST BERNARDS CH S SPIRE
 MB2916  PID         -  MB2916
 MB2916  STATE/COUNTY-  OH/SUMMIT
 MB2916  USGS QUAD   -  AKRON WEST (1994)
 MB2916
 MB2916                         *CURRENT SURVEY CONTROL
 MB2916  ___________________________________________________________________
 MB2916* NAD 83(1995)-  41 04 40.94099(N)    081 31 05.66978(W)     ADJUSTED  
 MB2916* NAVD 88     -                                                        
 MB2916  ___________________________________________________________________
 MB2916  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 MB2916  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2916
 MB2916  HORZ ORDER  -  THIRD
 MB2916
 MB2916.The horizontal coordinates were established by classical geodetic methods
 MB2916.and adjusted by the National Geodetic Survey in April 1998..
 MB2916
 MB2916
 MB2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2916
 MB2916.The geoid height was determined by GEOID03.
 MB2916
 MB2916;                    North         East     Units Scale Factor Converg.
 MB2916;SPC OH N     -   157,191.501   682,496.160   MT  0.99993916   +0 38 41.9
 MB2916;UTM  17      - 4,547,549.578   456,466.453   MT  0.99962332   -0 20 25.9
 MB2916
 MB2916                          SUPERSEDED SURVEY CONTROL
 MB2916
 MB2916  NAD 83(1986)-  41 04 40.94810(N)    081 31 05.67319(W) AD(       ) 4
 MB2916  NAD 27      -  41 04 40.74926(N)    081 31 06.24619(W) AD(       ) 3
 MB2916
 MB2916.Superseded values are not recommended for survey control.
 MB2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2916.See file dsdata.txt to determine how the superseded data were derived.
 MB2916
 MB2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5646647550(NAD 83)
 MB2916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2916+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 MB2916
 MB2916  HISTORY     - Date     Condition        Report By
 MB2916  HISTORY     - 1963     MONUMENTED       CGS
 MB2916  HISTORY     - 20060223 GOOD             GEOCAC
 MB2916
 MB2916                          STATION DESCRIPTION
 MB2916
 MB2916'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2916'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED
 MB2916'AT THE NORTHWEST
 MB2916'ANGLE OF THE INTERSECTION OF STATE STREET AND BROADWAY.  IT IS A
 MB2916'BLACK SHINGLED ROOF SPIRE WITH A
 MB2916'LARGE GOLD COLORED CROSS AT THE TOP, AND IS LOCATED ON THE
 MB2916'SOUTHEAST CORNER OF THE CHURCH.  THE OVERALL
 MB2916'HEIGHT IS 130 FEET.
 MB2916
 MB2916                          STATION RECOVERY (2006)
 MB2916
 MB2916'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2922 ***********************************************************************
 MB2922  DESIGNATION -  AKRON ST BERNARDS CH N SPIRE
 MB2922  PID         -  MB2922
 MB2922  STATE/COUNTY-  OH/SUMMIT
 MB2922  USGS QUAD   -  AKRON WEST (1994)
 MB2922
 MB2922                         *CURRENT SURVEY CONTROL
 MB2922  ___________________________________________________________________
 MB2922* NAD 83(1995)-  41 04 41.45248(N)    081 31 05.31986(W)     ADJUSTED  
 MB2922* NAVD 88     -                                                        
 MB2922  ___________________________________________________________________
 MB2922  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 MB2922  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2922
 MB2922  HORZ ORDER  -  THIRD
 MB2922
 MB2922.The horizontal coordinates were established by classical geodetic methods
 MB2922.and adjusted by the National Geodetic Survey in April 1998..
 MB2922
 MB2922
 MB2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2922
 MB2922.The geoid height was determined by GEOID03.
 MB2922
 MB2922;                    North         East     Units Scale Factor Converg.
 MB2922;SPC OH N     -   157,207.370   682,504.150   MT  0.99993916   +0 38 42.1
 MB2922;UTM  17      - 4,547,565.302   456,474.712   MT  0.99962332   -0 20 25.7
 MB2922
 MB2922                          SUPERSEDED SURVEY CONTROL
 MB2922
 MB2922  NAD 83(1986)-  41 04 41.45961(N)    081 31 05.32326(W) AD(       ) 4
 MB2922  NAD 27      -  41 04 41.26076(N)    081 31 05.89536(W) AD(       ) 3
 MB2922
 MB2922.Superseded values are not recommended for survey control.
 MB2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2922.See file dsdata.txt to determine how the superseded data were derived.
 MB2922
 MB2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5647547565(NAD 83)
 MB2922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2922+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 MB2922
 MB2922  HISTORY     - Date     Condition        Report By
 MB2922  HISTORY     - 1963     MONUMENTED       CGS
 MB2922  HISTORY     - 20060223 GOOD             GEOCAC
 MB2922
 MB2922                          STATION DESCRIPTION
 MB2922
 MB2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2922'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED
 MB2922'AT THE NORTHWEST
 MB2922'ANGLE OF THE INTERSECTION OF STATE STREET AND BROADWAY.  IT IS A
 MB2922'BLACK SHINGLED ROOF SPIRE WITH A
 MB2922'LARGE GOLD COLORED CROSS AT THE TOP, AND IS LOCATED ON THE
 MB2922'NORTHEAST CORNER OF THE CHURCH.  THE OVERALL
 MB2922'HEIGHT IS 130 FEET.
 MB2922
 MB2922                          STATION RECOVERY (2006)
 MB2922
 MB2922'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2905 ***********************************************************************
 MB2905  DESIGNATION -  AKRON ST MARYS CHURCH SPIRE
 MB2905  PID         -  MB2905
 MB2905  STATE/COUNTY-  OH/SUMMIT
 MB2905  USGS QUAD   -  AKRON WEST (1994)
 MB2905
 MB2905                         *CURRENT SURVEY CONTROL
 MB2905  ___________________________________________________________________
 MB2905* NAD 83(1995)-  41 03 58.04484(N)    081 31 38.05447(W)     ADJUSTED  
 MB2905* NAVD 88     -                                                        
 MB2905  ___________________________________________________________________
 MB2905  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 MB2905  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB2905
 MB2905  HORZ ORDER  -  THIRD
 MB2905
 MB2905.The horizontal coordinates were established by classical geodetic methods
 MB2905.and adjusted by the National Geodetic Survey in April 1998..
 MB2905
 MB2905
 MB2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2905
 MB2905.The geoid height was determined by GEOID03.
 MB2905
 MB2905;                    North         East     Units Scale Factor Converg.
 MB2905;SPC OH N     -   155,859.904   681,755.046   MT  0.99993914   +0 38 20.6
 MB2905;UTM  17      - 4,546,231.339   455,702.788   MT  0.99962415   -0 20 46.9
 MB2905
 MB2905                          SUPERSEDED SURVEY CONTROL
 MB2905
 MB2905  NAD 83(1986)-  41 03 58.05202(N)    081 31 38.05791(W) AD(       ) 4
 MB2905  NAD 27      -  41 03 57.85363(N)    081 31 38.63050(W) AD(       ) 3
 MB2905
 MB2905.Superseded values are not recommended for survey control.
 MB2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2905.See file dsdata.txt to determine how the superseded data were derived.
 MB2905
 MB2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5570346231(NAD 83)
 MB2905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2905+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 MB2905
 MB2905  HISTORY     - Date     Condition        Report By
 MB2905  HISTORY     - 1963     MONUMENTED       CGS
 MB2905  HISTORY     - 20060223 GOOD             GEOCAC
 MB2905
 MB2905                          STATION DESCRIPTION
 MB2905
 MB2905'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2905'THE STATION IS THE CENTER OF THE CROSS ON THE TOP, LOCATED
 MB2905'ABOUT 1.2 MILES
 MB2905'SOUTH-SOUTHWEST OF THE CENTER OF DOWNTOWN AKRON, AT THE CORNER
 MB2905'OF WEST THORNTON STREET AND PRINCE
 MB2905'STREET.  IT IS A WHITE CEMENT BLOCK, CHURCH SPIRE
 MB2905'WITH A BLACK CROSS ON TOP.  IT IS APPROXIMATELY 120
 MB2905'FEET HIGH.
 MB2905
 MB2905                          STATION RECOVERY (2006)
 MB2905
 MB2905'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2919 ***********************************************************************
 MB2919  DESIGNATION -  AKRON ST PAULS EPIS CH SPIRE
 MB2919  PID         -  MB2919
 MB2919  STATE/COUNTY-  OH/SUMMIT
 MB2919  USGS QUAD   -  AKRON WEST (1994)
 MB2919
 MB2919                         *CURRENT SURVEY CONTROL
 MB2919  ___________________________________________________________________
 MB2919* NAD 83(1995)-  41 06 21.19877(N)    081 33 33.65075(W)     ADJUSTED  
 MB2919* NAVD 88     -                                                        
 MB2919  ___________________________________________________________________
 MB2919  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 MB2919  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MB2919
 MB2919  HORZ ORDER  -  THIRD
 MB2919
 MB2919.The horizontal coordinates were established by classical geodetic methods
 MB2919.and adjusted by the National Geodetic Survey in April 1998..
 MB2919
 MB2919
 MB2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2919
 MB2919.The geoid height was determined by GEOID03.
 MB2919
 MB2919;                    North         East     Units Scale Factor Converg.
 MB2919;SPC OH N     -   160,245.898   679,008.861   MT  0.99993936   +0 37 04.7
 MB2919;UTM  17      - 4,550,662.530   453,033.288   MT  0.99962715   -0 22 03.9
 MB2919
 MB2919                          SUPERSEDED SURVEY CONTROL
 MB2919
 MB2919  NAD 83(1986)-  41 06 21.20623(N)    081 33 33.65389(W) AD(       ) 4
 MB2919  NAD 27      -  41 06 21.01088(N)    081 33 34.21686(W) AD(       ) 3
 MB2919
 MB2919.Superseded values are not recommended for survey control.
 MB2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2919.See file dsdata.txt to determine how the superseded data were derived.
 MB2919
 MB2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5303350663(NAD 83)
 MB2919
 MB2919  HISTORY     - Date     Condition        Report By
 MB2919  HISTORY     - 1963     MONUMENTED       CGS
 MB2919
 MB2919                          STATION DESCRIPTION
 MB2919
 MB2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2919'THE STATION IS THE CENTER OF THE GOLD CROSS ON THE TOP.
 MB2919'IT IS A WHITE
 MB2919'SPIRE WITH A BLACK TOP AND A GOLD CROSS ON THE TOP.  IT IS
 MB2919'APPROXIMATELY 120 FEET HIGH.  IT IS
 MB2919'LOCATED NORTH OF WEST MARKET STREET, AT THE CORNER OF KENILWORTH
 MB2919'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2879 ***********************************************************************
 MB2879  DESIGNATION -  AKRON ST SEBASTIANS CH SPIRE
 MB2879  PID         -  MB2879
 MB2879  STATE/COUNTY-  OH/SUMMIT
 MB2879  USGS QUAD   -  AKRON WEST (1994)
 MB2879
 MB2879                         *CURRENT SURVEY CONTROL
 MB2879  ___________________________________________________________________
 MB2879* NAD 83(1995)-  41 05 57.04259(N)    081 33 58.78967(W)     ADJUSTED  
 MB2879* NAVD 88     -                                                        
 MB2879  ___________________________________________________________________
 MB2879  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 MB2879  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB2879
 MB2879  HORZ ORDER  -  THIRD
 MB2879
 MB2879.The horizontal coordinates were established by classical geodetic methods
 MB2879.and adjusted by the National Geodetic Survey in April 1998..
 MB2879
 MB2879
 MB2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2879
 MB2879.The geoid height was determined by GEOID03.
 MB2879
 MB2879;                    North         East     Units Scale Factor Converg.
 MB2879;SPC OH N     -   159,494.493   678,430.330   MT  0.99993929   +0 36 48.1
 MB2879;UTM  17      - 4,549,921.420   452,442.101   MT  0.99962784   -0 22 20.3
 MB2879
 MB2879                          SUPERSEDED SURVEY CONTROL
 MB2879
 MB2879  NAD 83(1986)-  41 05 57.05050(N)    081 33 58.79252(W) AD(       ) 4
 MB2879  NAD 27      -  41 05 56.85526(N)    081 33 59.35554(W) AD(       ) 3
 MB2879
 MB2879.Superseded values are not recommended for survey control.
 MB2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2879.See file dsdata.txt to determine how the superseded data were derived.
 MB2879
 MB2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5244249921(NAD 83)
 MB2879
 MB2879  HISTORY     - Date     Condition        Report By
 MB2879  HISTORY     - 1963     MONUMENTED       CGS
 MB2879
 MB2879                          STATION DESCRIPTION
 MB2879
 MB2879'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2879'THE STATION IS THE CENTER OF THE GOLD CROSS ON THE TOP.  IT IS A FOUR
 MB2879'SIDED YELLOW BRICK SPIRE WITH WHITE CEMENT BLOCKS ON TOP AND
 MB2879'A GOLD CROSS ON THE TOP.  IT IS APPROXIMATELY 120 FEET HIGH.  IT IS
 MB2879'LOCATED WEST OF THE INTERSECTION OF GREENWOOD AVENUE
 MB2879'AND MULL AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2928 ***********************************************************************
 MB2928  DESIGNATION -  AKRON STOCKBRIDGE RD MUN SPIPE
 MB2928  PID         -  MB2928
 MB2928  STATE/COUNTY-  OH/SUMMIT
 MB2928  USGS QUAD   -  AKRON WEST (1994)
 MB2928
 MB2928                         *CURRENT SURVEY CONTROL
 MB2928  ___________________________________________________________________
 MB2928* NAD 83(1995)-  41 06 33.00793(N)    081 35 24.88105(W)     ADJUSTED  
 MB2928* NAVD 88     -                                                        
 MB2928  ___________________________________________________________________
 MB2928  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 MB2928  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB2928
 MB2928  HORZ ORDER  -  THIRD
 MB2928
 MB2928.The horizontal coordinates were established by classical geodetic methods
 MB2928.and adjusted by the National Geodetic Survey in April 1998..
 MB2928
 MB2928
 MB2928.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2928
 MB2928.The geoid height was determined by GEOID03.
 MB2928
 MB2928;                    North         East     Units Scale Factor Converg.
 MB2928;SPC OH N     -   160,582.625   676,409.979   MT  0.99993940   +0 35 51.6
 MB2928;UTM  17      - 4,551,043.799   450,441.389   MT  0.99963023   -0 23 17.1
 MB2928
 MB2928                          SUPERSEDED SURVEY CONTROL
 MB2928
 MB2928  NAD 83(1986)-  41 06 33.01520(N)    081 35 24.88530(W) AD(       ) 4
 MB2928  NAD 27      -  41 06 32.82187(N)    081 35 25.44193(W) AD(       ) 3
 MB2928
 MB2928.Superseded values are not recommended for survey control.
 MB2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2928.See file dsdata.txt to determine how the superseded data were derived.
 MB2928
 MB2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5044151044(NAD 83)
 MB2928
 MB2928  HISTORY     - Date     Condition        Report By
 MB2928  HISTORY     - 1963     MONUMENTED       CGS
 MB2928
 MB2928                          STATION DESCRIPTION
 MB2928
 MB2928'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2928'THE STATION IS THE CENTER OF THE TOP OF STANDPIPE, LOCATED
 MB2928'ABOUT 4-1/4 MILES
 MB2928'NORTHWEST OF DOWNTOWN AKRON, ABOUT 1/2 MILE SOUTHWEST OF WEST MARKET
 MB2928'STREET, 0.1 MILE NORTHWEST OF THE
 MB2928'AKRON, CANTON AND YOUNGSTOWN RAILROAD.  IT IS A STEEL
 MB2928'STRUCTURE PAINTED SILVER.  THE OVERALL HEIGHT IS 100
 MB2928'FEET.
 MB2928'
 MB2928'TO REACH FROM THE INTERSECTION OF WEST MARKET STREET AND HALIFAX
 MB2928'ROAD, GO SOUTHWEST ON HALIFAX
 MB2928'ROAD 0.35 MILE TO THE INTERSECTION WITH FAIRLAWN BOULEVARD.  TURN
 MB2928'LEFT AND GO EAST AND SOUTH ON
 MB2928'FAIRLAWN BOULEVARD FOR 0.35 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2920 ***********************************************************************
 MB2920  DESIGNATION -  AKRON TV STATION WAKR MAST
 MB2920  PID         -  MB2920
 MB2920  STATE/COUNTY-  OH/SUMMIT
 MB2920  USGS QUAD   -  AKRON WEST (1994)
 MB2920
 MB2920                         *CURRENT SURVEY CONTROL
 MB2920  ___________________________________________________________________
 MB2920* NAD 83(1995)-  41 04 56.59224(N)    081 31 06.04925(W)     ADJUSTED  
 MB2920* NAVD 88     -                                                        
 MB2920  ___________________________________________________________________
 MB2920  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 MB2920  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB2920
 MB2920  HORZ ORDER  -  THIRD
 MB2920
 MB2920.The horizontal coordinates were established by classical geodetic methods
 MB2920.and adjusted by the National Geodetic Survey in April 1998..
 MB2920
 MB2920
 MB2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2920
 MB2920.The geoid height was determined by GEOID03.
 MB2920
 MB2920;                    North         East     Units Scale Factor Converg.
 MB2920;SPC OH N     -   157,674.163   682,481.869   MT  0.99993917   +0 38 41.6
 MB2920;UTM  17      - 4,548,032.261   456,460.468   MT  0.99962333   -0 20 26.3
 MB2920
 MB2920                          SUPERSEDED SURVEY CONTROL
 MB2920
 MB2920  NAD 83(1986)-  41 04 56.59946(N)    081 31 06.05256(W) AD(       ) 4
 MB2920  NAD 27      -  41 04 56.40043(N)    081 31 06.62405(W) AD(       ) 3
 MB2920
 MB2920.Superseded values are not recommended for survey control.
 MB2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2920.See file dsdata.txt to determine how the superseded data were derived.
 MB2920
 MB2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5646048032(NAD 83)
 MB2920
 MB2920  HISTORY     - Date     Condition        Report By
 MB2920  HISTORY     - 1963     MONUMENTED       CGS
 MB2920
 MB2920                          STATION DESCRIPTION
 MB2920
 MB2920'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2920'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ON
 MB2920'THE ROOF OF THE
 MB2920'FIRST NATIONAL BANK BUILDING AT THE INTERSECTION OF EAST MILL AND
 MB2920'SOUTH MAIN STREETS.  IT IS A 3
 MB2920'LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
 MB2920'ORANGE AND WHITE.  THE OVERALL HEIGHT ABOVE
 MB2920'THE GROUND IS 488 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2886 ***********************************************************************
 MB2886  DESIGNATION -  AKRON WESTMINSTER PRESB SPIRE
 MB2886  PID         -  MB2886
 MB2886  STATE/COUNTY-  OH/SUMMIT
 MB2886  USGS QUAD   -  AKRON WEST (1994)
 MB2886
 MB2886                         *CURRENT SURVEY CONTROL
 MB2886  ___________________________________________________________________
 MB2886* NAD 83(1995)-  41 05 56.89344(N)    081 33 21.86062(W)     ADJUSTED  
 MB2886* NAVD 88     -                                                        
 MB2886  ___________________________________________________________________
 MB2886  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 MB2886  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB2886
 MB2886  HORZ ORDER  -  THIRD
 MB2886
 MB2886.The horizontal coordinates were established by classical geodetic methods
 MB2886.and adjusted by the National Geodetic Survey in April 1998..
 MB2886
 MB2886
 MB2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2886
 MB2886.The geoid height was determined by GEOID03.
 MB2886
 MB2886;                    North         East     Units Scale Factor Converg.
 MB2886;SPC OH N     -   159,499.168   679,292.047   MT  0.99993929   +0 37 12.4
 MB2886;UTM  17      - 4,549,911.274   453,303.502   MT  0.99962684   -0 21 56.0
 MB2886
 MB2886                          SUPERSEDED SURVEY CONTROL
 MB2886
 MB2886  NAD 83(1986)-  41 05 56.90082(N)    081 33 21.86369(W) AD(       ) 4
 MB2886  NAD 27      -  41 05 56.70538(N)    081 33 22.42782(W) AD(       ) 3
 MB2886
 MB2886.Superseded values are not recommended for survey control.
 MB2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2886.See file dsdata.txt to determine how the superseded data were derived.
 MB2886
 MB2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5330449911(NAD 83)
 MB2886
 MB2886  HISTORY     - Date     Condition        Report By
 MB2886  HISTORY     - 1963     MONUMENTED       CGS
 MB2886
 MB2886                          STATION DESCRIPTION
 MB2886
 MB2886'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2886'THE STATION IS THE CENTER OF THE GOLD CROSS ON THE TOP.
 MB2886'IT IS A WHITE
 MB2886'SPIRE WITH A GOLD CROSS ON THE TOP, AND IS APPROXIMATELY 120 FEET
 MB2886'HIGH.  IT IS LOCATED SOUTH OF
 MB2886'THE INTERSECTION OF WEST EXCHANGE AND MULL STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2880 ***********************************************************************
 MB2880  DESIGNATION -  AKRON WOOSTER AVE MUN SPIPE
 MB2880  PID         -  MB2880
 MB2880  STATE/COUNTY-  OH/SUMMIT
 MB2880  USGS QUAD   -  AKRON WEST (1994)
 MB2880
 MB2880                         *CURRENT SURVEY CONTROL
 MB2880  ___________________________________________________________________
 MB2880* NAD 83(1995)-  41 04 13.85562(N)    081 33 08.62417(W)     ADJUSTED  
 MB2880* NAVD 88     -                                                        
 MB2880  ___________________________________________________________________
 MB2880  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MB2880  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB2880
 MB2880  HORZ ORDER  -  THIRD
 MB2880
 MB2880.The horizontal coordinates were established by classical geodetic methods
 MB2880.and adjusted by the National Geodetic Survey in April 1998..
 MB2880
 MB2880
 MB2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2880
 MB2880.The geoid height was determined by GEOID03.
 MB2880
 MB2880;                    North         East     Units Scale Factor Converg.
 MB2880;SPC OH N     -   156,324.309   679,635.427   MT  0.99993914   +0 37 21.1
 MB2880;UTM  17      - 4,546,731.972   453,592.132   MT  0.99962651   -0 21 46.5
 MB2880
 MB2880                          SUPERSEDED SURVEY CONTROL
 MB2880
 MB2880  NAD 83(1986)-  41 04 13.86284(N)    081 33 08.62739(W) AD(       ) 4
 MB2880  NAD 27      -  41 04 13.66635(N)    081 33 09.19610(W) AD(       ) 3
 MB2880
 MB2880.Superseded values are not recommended for survey control.
 MB2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2880.See file dsdata.txt to determine how the superseded data were derived.
 MB2880
 MB2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5359246732(NAD 83)
 MB2880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2880+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 MB2880
 MB2880  HISTORY     - Date     Condition        Report By
 MB2880  HISTORY     - 1963     MONUMENTED       CGS
 MB2880  HISTORY     - 20060227 GOOD             GEOCAC
 MB2880
 MB2880                          STATION DESCRIPTION
 MB2880
 MB2880'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2880'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, ON A HIGH
 MB2880'HILL 0.05 MILE
 MB2880'NORTH OF WOOSTER AVENUE, 0.25 MILE WEST OF THE INTERSECTION OF
 MB2880'WOOSTER AVENUE AND EAST AVENUE,
 MB2880'AND AT THE WEST EDGE OF A SMALL BALL PARK.  IT IS A STEEL STRUCTURE
 MB2880'PAINTED GRAY.  THE OVERALL HEIGHT IS 100
 MB2880'FEET.
 MB2880
 MB2880                          STATION RECOVERY (2006)
 MB2880
 MB2880'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2884 ***********************************************************************
 MB2884  DESIGNATION -  AKRON WOOSTER AVE MUN TANK
 MB2884  PID         -  MB2884
 MB2884  STATE/COUNTY-  OH/SUMMIT
 MB2884  USGS QUAD   -  AKRON WEST (1994)
 MB2884
 MB2884                         *CURRENT SURVEY CONTROL
 MB2884  ___________________________________________________________________
 MB2884* NAD 83(1995)-  41 04 14.08915(N)    081 33 07.15904(W)     ADJUSTED  
 MB2884* NAVD 88     -                                                        
 MB2884  ___________________________________________________________________
 MB2884  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MB2884  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB2884
 MB2884  HORZ ORDER  -  THIRD
 MB2884
 MB2884.The horizontal coordinates were established by classical geodetic methods
 MB2884.and adjusted by the National Geodetic Survey in April 1998..
 MB2884
 MB2884
 MB2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2884
 MB2884.The geoid height was determined by GEOID03.
 MB2884
 MB2884;                    North         East     Units Scale Factor Converg.
 MB2884;SPC OH N     -   156,331.884   679,669.549   MT  0.99993914   +0 37 22.1
 MB2884;UTM  17      - 4,546,738.957   453,626.369   MT  0.99962647   -0 21 45.6
 MB2884
 MB2884                          SUPERSEDED SURVEY CONTROL
 MB2884
 MB2884  NAD 83(1986)-  41 04 14.09643(N)    081 33 07.16254(W) AD(       ) 4
 MB2884  NAD 27      -  41 04 13.89957(N)    081 33 07.73114(W) AD(       ) 3
 MB2884
 MB2884.Superseded values are not recommended for survey control.
 MB2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2884.See file dsdata.txt to determine how the superseded data were derived.
 MB2884
 MB2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5362646739(NAD 83)
 MB2884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2884+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 MB2884
 MB2884  HISTORY     - Date     Condition        Report By
 MB2884  HISTORY     - 1943     MONUMENTED       CGS
 MB2884  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MB2884  HISTORY     - 20060227 GOOD             GEOCAC
 MB2884
 MB2884                          STATION DESCRIPTION
 MB2884
 MB2884'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2884'STATION IS LOCATED ON A HIGH HILL IN
 MB2884'THE W EDGE OF THE
 MB2884'CITY OF AKRON.  IT IS AN EIGHT-LEGGED STEEL
 MB2884'WATER TANK ABOUT 150 FEET HIGH AND
 MB2884'PAINTED DARK GREEN.  IT IS
 MB2884'ABOUT 100 FEET E OF A LARGE STANDPIPE.  THE POINT
 MB2884'OBSERVED ON WAS
 MB2884'THE SMALL BALL ON TOP OF THE TANK.
 MB2884'
 MB2884'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 21 AND STATE HIGHWAY
 MB2884'261, GO E ON
 MB2884'HIGHWAY 261 (WOOSTER AVENUE) FOR 4.75 MILES TO
 MB2884'WOOSTER AVENUE TANK ON THE
 MB2884'LEFT.
 MB2884'
 MB2884'THIS IS AN INTERSECTION STATION.
 MB2884
 MB2884                          STATION RECOVERY (1963)
 MB2884
 MB2884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2884'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE TANK IS NOW PAINTED
 MB2884'BLACK.  THE DESCRIPTIONS ARE
 MB2884'ADEQUATE.
 MB2884
 MB2884                          STATION RECOVERY (2006)
 MB2884
 MB2884'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2929 ***********************************************************************
 MB2929  DESIGNATION -  AKRON WYANT RD MUN SPIPE
 MB2929  PID         -  MB2929
 MB2929  STATE/COUNTY-  OH/SUMMIT
 MB2929  USGS QUAD   -  AKRON WEST (1994)
 MB2929
 MB2929                         *CURRENT SURVEY CONTROL
 MB2929  ___________________________________________________________________
 MB2929* NAD 83(1995)-  41 07 15.58962(N)    081 36 23.72729(W)     ADJUSTED  
 MB2929* NAVD 88     -                                                        
 MB2929  ___________________________________________________________________
 MB2929  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 MB2929  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB2929
 MB2929  HORZ ORDER  -  THIRD
 MB2929
 MB2929.The horizontal coordinates were established by classical geodetic methods
 MB2929.and adjusted by the National Geodetic Survey in April 1998..
 MB2929
 MB2929
 MB2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2929
 MB2929.The geoid height was determined by GEOID03.
 MB2929
 MB2929;                    North         East     Units Scale Factor Converg.
 MB2929;SPC OH N     -   161,881.884   675,023.663   MT  0.99993957   +0 35 12.9
 MB2929;UTM  17      - 4,552,366.308   449,078.053   MT  0.99963191   -0 23 56.2
 MB2929
 MB2929                          SUPERSEDED SURVEY CONTROL
 MB2929
 MB2929  NAD 83(1986)-  41 07 15.59851(N)    081 36 23.72853(W) AD(       ) 4
 MB2929  NAD 27      -  41 07 15.40805(N)    081 36 24.28326(W) AD(       ) 3
 MB2929
 MB2929.Superseded values are not recommended for survey control.
 MB2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2929.See file dsdata.txt to determine how the superseded data were derived.
 MB2929
 MB2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4907852366(NAD 83)
 MB2929
 MB2929  HISTORY     - Date     Condition        Report By
 MB2929  HISTORY     - 1963     MONUMENTED       CGS
 MB2929
 MB2929                          STATION DESCRIPTION
 MB2929
 MB2929'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2929'THE STATION IS THE CENTER OF THE RED LIGHT AT THE CENTER OF THE
 MB2929'TOP OF THE
 MB2929'STANDPIPE LOCATED ABOUT 5-1/2 MILES NORTHWEST OF DOWNTOWN AKRON, 0.15
 MB2929'MILE EAST OF MILLER ROAD AND 0.35 MILE
 MB2929'SOUTHWEST OF WEST MARKET STREET.  IT IS A STANDARD METAL
 MB2929'STANDPIPE PAINTED GRAY WITH A RED AND WHITE
 MB2929'CHECKERED TOP.  IT HAS A BLINKING RED LIGHT AT
 MB2929'THE TOP AND IS APPROXIMATELY 130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2918 ***********************************************************************
 MB2918  DESIGNATION -  AKRON ZION LUTH CHURCH SPIRE
 MB2918  PID         -  MB2918
 MB2918  STATE/COUNTY-  OH/SUMMIT
 MB2918  USGS QUAD   -  AKRON WEST (1994)
 MB2918
 MB2918                         *CURRENT SURVEY CONTROL
 MB2918  ___________________________________________________________________
 MB2918* NAD 83(1995)-  41 04 51.44868(N)    081 31 01.96923(W)     ADJUSTED  
 MB2918* NAVD 88     -                                                        
 MB2918  ___________________________________________________________________
 MB2918  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 MB2918  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2918
 MB2918  HORZ ORDER  -  THIRD
 MB2918
 MB2918.The horizontal coordinates were established by classical geodetic methods
 MB2918.and adjusted by the National Geodetic Survey in April 1998..
 MB2918
 MB2918
 MB2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2918
 MB2918.The geoid height was determined by GEOID03.
 MB2918
 MB2918;                    North         East     Units Scale Factor Converg.
 MB2918;SPC OH N     -   157,516.583   682,578.880   MT  0.99993917   +0 38 44.3
 MB2918;UTM  17      - 4,547,873.086   456,554.724   MT  0.99962323   -0 20 23.6
 MB2918
 MB2918                          SUPERSEDED SURVEY CONTROL
 MB2918
 MB2918  NAD 83(1986)-  41 04 51.45588(N)    081 31 01.97263(W) AD(       ) 4
 MB2918  NAD 27      -  41 04 51.25657(N)    081 31 02.54409(W) AD(       ) 3
 MB2918
 MB2918.Superseded values are not recommended for survey control.
 MB2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2918.See file dsdata.txt to determine how the superseded data were derived.
 MB2918
 MB2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5655547873(NAD 83)
 MB2918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2918+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 MB2918
 MB2918  HISTORY     - Date     Condition        Report By
 MB2918  HISTORY     - 1963     MONUMENTED       CGS
 MB2918  HISTORY     - 20060202 GOOD             GEOCAC
 MB2918
 MB2918                          STATION DESCRIPTION
 MB2918
 MB2918'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2918'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED AT
 MB2918'THE NORTHEAST
 MB2918'ANGLE OF THE INTERSECTION OF SOUTH HIGH STREET AND EAST BOWERY
 MB2918'STREET.  IT IS A BLACK SHINGLED
 MB2918'SPIRE WITH GREEN STRIPES, AND A LARGE GOLD COLORED CROSS AT THE
 MB2918'TOP.  THE OVERALL HEIGHT IS 120 FEET.
 MB2918
 MB2918                          STATION RECOVERY (2006)
 MB2918
 MB2918'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3271 ***********************************************************************
 KY3271  DESIGNATION -  ALBANY
 KY3271  PID         -  KY3271
 KY3271  STATE/COUNTY-  OH/MAHONING
 KY3271  USGS QUAD   -  SALEM (1994)
 KY3271
 KY3271                         *CURRENT SURVEY CONTROL
 KY3271  ___________________________________________________________________
 KY3271* NAD 83(1995)-  40 55 58.50799(N)    080 50 43.95217(W)     ADJUSTED  
 KY3271* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 KY3271  ___________________________________________________________________
 KY3271  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 KY3271  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY3271
 KY3271  HORZ ORDER  -  SECOND
 KY3271
 KY3271.The horizontal coordinates were established by classical geodetic methods
 KY3271.and adjusted by the National Geodetic Survey in April 1998..
 KY3271
 KY3271.The orthometric height was scaled from a topographic map.
 KY3271
 KY3271.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3271
 KY3271.The geoid height was determined by GEOID03.
 KY3271
 KY3271;                    North         East     Units Scale Factor Converg.
 KY3271;SPC OH N     -   141,933.463   739,322.686   MT  0.99994189   +1 05 12.8
 KY3271;UTM  17      - 4,531,321.949   513,003.295   MT  0.99960208   +0 06 04.3
 KY3271
 KY3271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3271!SPC OH N     -   0.99994479  x   0.99994189  =   0.99988668
 KY3271!UTM  17      -   0.99994479  x   0.99960208  =   0.99954689
 KY3271
 KY3271|---------------------------------------------------------------------|
 KY3271| PID    Reference Object                     Distance      Geod. Az  |
 KY3271|                                                           dddmmss.s |
 KY3271| CX3121 ALBANY RM 1                          25.230 METERS 01018     |
 KY3271| CX3122 ALBANY RM 2                          26.384 METERS 08930     |
 KY3271| CX3120 ALBANY AZ MK                                       2644421.9 |
 KY3271|---------------------------------------------------------------------|
 KY3271
 KY3271                          SUPERSEDED SURVEY CONTROL
 KY3271
 KY3271  NAD 83(1986)-  40 55 58.51319(N)    080 50 43.95599(W) AD(       ) 2
 KY3271  NAD 27      -  40 55 58.29900(N)    080 50 44.65800(W) AD(       ) 2
 KY3271
 KY3271.Superseded values are not recommended for survey control.
 KY3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3271.See file dsdata.txt to determine how the superseded data were derived.
 KY3271
 KY3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1300331322(NAD 83)
 KY3271_MARKER: DS = TRIANGULATION STATION DISK
 KY3271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3271_STAMPING: ALBANY 1949
 KY3271_MARK LOGO: CGS   
 KY3271
 KY3271  HISTORY     - Date     Condition        Report By
 KY3271  HISTORY     - 1950     MONUMENTED       CGS
 KY3271
 KY3271                          STATION DESCRIPTION
 KY3271
 KY3271'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3271'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF SALEM AND 1 MILE
 KY3271'SOUTHWEST OF NEW ALBANY, ON A SMALL KNOLL AT THE NORTH EDGE OF A
 KY3271'CULTIVATED FIELD.  IT IS A SUB-SURFACE MARK 22 FEET SOUTHWEST OF A
 KY3271'WITNESS POST AND 25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 KY3271'DENSE WOODED AREA.  THE MARK IS 1 FOOT BELOW THE SURFACE AND IS
 KY3271'STAMPED ALBANY 1949.
 KY3271'
 KY3271'REFERENCE MARK NO. 1 IS 3 FEET WEST OF THE WEST EDGE OF A WOODED
 KY3271'AREA AND PROJECTS 2 INCHES ABOVE THE SURFACE.  IT IS STAMPED
 KY3271'ALBANY NO 1 1949.
 KY3271'
 KY3271'REFERENCE MARK NO. 2 IS 4 FEET SOUTH OF THE SOUTH EDGE OF A WOODED
 KY3271'AREA AND IS FLUSH WITH THE SURFACE.  IT IS STAMPED ALBANY NO 2 1949.
 KY3271'
 KY3271'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 KY3271'PROJECTING 2 INCHES ABOVE THE SURFACE, 28 FEET EAST OF THE
 KY3271'CENTERLINE OF STATE ROUTE NO. 45, 69 FEET SOUTH OF POWER POLE NO.
 KY3271'1 OVER 22, 2-1/2 FEET SOUTH OF A WITNESS POST AND ON THE WEST
 KY3271'EDGE OF A CULTIVATED FIELD.  THE MARK IS STAMPED
 KY3271'ALBANY 1949.
 KY3271'
 KY3271'TO REACH THE STATION FROM THE POST OFFICE IN SALEM, GO NORTH ON
 KY3271'U.S. HIGHWAY NO. 62 FOR 2.3 MILES TO THE DRIVEWAY OF MR. MEADS
 KY3271'RESIDENCE ON THE LEFT, IT IS OPPOSITE THE FOURTH TELEPHONE POLE
 KY3271'NORTH OF THE MAHONING COUNTY LINE, HERE TURN LEFT INTO THE
 KY3271'DRIVEWAY AND FOLLOW IT INTO A LANE, PASSING TO THE SOUTH SIDE OF A
 KY3271'BARN THENCE WEST ON LANE TO A GATE ABOUT 0.1 MILE PAST THE BARN,
 KY3271'TURN RIGHT THROUGH THE GATE AND GO NORTH ACROSS OPEN FIELD TO A
 KY3271'WOODED AREA AND THE STATION SITE.
 KY3271'
 KY3271'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 KY3271'NO. 62 AND THE MAHONING-COLUMBIANA COUNTY LINE ROAD, GO WEST FOR
 KY3271'0.8 MILE TO STATE ROUTE NO. 45 THENCE RIGHT FOR 0.2 MILE TO THE
 KY3271'MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1552 ***********************************************************************
 JY1552  FBN         -  This is a Federal Base Network Control Station.
 JY1552  PACS        -  This is a Primary Airport Control Station.
 JY1552  DESIGNATION -  ALBANY
 JY1552  PID         -  JY1552
 JY1552  STATE/COUNTY-  OH/ATHENS
 JY1552  USGS QUAD   -  ALBANY (1995)
 JY1552
 JY1552                         *CURRENT SURVEY CONTROL
 JY1552  ___________________________________________________________________
 JY1552* NAD 83(1995)-  39 12 41.66587(N)    082 13 33.44134(W)     ADJUSTED  
 JY1552* NAVD 88     -       234.415  (meters)     769.08   (feet)  ADJUSTED  
 JY1552  ___________________________________________________________________
 JY1552  X           -     669,390.041 (meters)                     COMP
 JY1552  Y           -  -4,903,185.041 (meters)                     COMP
 JY1552  Z           -   4,010,670.244 (meters)                     COMP
 JY1552  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 JY1552  ELLIP HEIGHT-         200.32  (meters)          (09/23/04) GPS OBS
 JY1552  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JY1552  DYNAMIC HT  -         234.268 (meters)     768.59  (feet)  COMP
 JY1552  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 JY1552
 JY1552  HORZ ORDER  -  B
 JY1552  VERT ORDER  -  SECOND    CLASS II
 JY1552  ELLP ORDER  -  FOURTH    CLASS I
 JY1552
 JY1552.This mark is at Ohio Univ Airport (UNI)
 JY1552
 JY1552.The horizontal coordinates were established by GPS observations
 JY1552.and adjusted by the National Geodetic Survey in August 1996..
 JY1552
 JY1552.The orthometric height was determined by differential leveling
 JY1552.and adjusted by the National Geodetic Survey in August 1996..
 JY1552
 JY1552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1552
 JY1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1552
 JY1552.The ellipsoidal height was determined by GPS observations
 JY1552.and is referenced to NAD 83.
 JY1552
 JY1552.The geoid height was determined by GEOID03.
 JY1552
 JY1552.The dynamic height is computed by dividing the NAVD 88
 JY1552.geopotential number by the normal gravity value computed on the
 JY1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1552.degrees latitude (g = 980.6199 gals.).
 JY1552
 JY1552.The modeled gravity was interpolated from observed gravity values.
 JY1552
 JY1552;                    North         East     Units Scale Factor Converg.
 JY1552;SPC OH S     -   134,536.449   623,667.145   MT  0.99994043   +0 10 26.0
 JY1552;UTM  17      - 4,340,971.507   394,157.565   MT  0.99973794   -0 46 30.4
 JY1552
 JY1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1552!SPC OH S     -   0.99996857  x   0.99994043  =   0.99990900
 JY1552!UTM  17      -   0.99996857  x   0.99973794  =   0.99970652
 JY1552
 JY1552:                Primary Azimuth Mark                     Grid Az
 JY1552:SPC OH S     -  ALBANY AZ MK                             259 18 25.7
 JY1552:UTM  17      -  ALBANY AZ MK                             260 15 22.1
 JY1552
 JY1552|---------------------------------------------------------------------|
 JY1552| PID    Reference Object                     Distance      Geod. Az  |
 JY1552|                                                           dddmmss.s |
 JY1552| JY1555 ALBANY AZ MK                        455.975 METERS 2592851.7 |
 JY1552|---------------------------------------------------------------------|
 JY1552
 JY1552                          SUPERSEDED SURVEY CONTROL
 JY1552
 JY1552  ELLIP H (08/20/96)  200.32   (m)                       GP(       ) 4 2
 JY1552  NAD 83(1986)-  39 12 41.66846(N)    082 13 33.44461(W) AD(       ) 1
 JY1552  NAD 83(1995)-  39 12 41.67098(N)    082 13 33.44625(W) AD(       ) 3
 JY1552  NAD 83(1986)-  39 12 41.67368(N)    082 13 33.44583(W) AD(       ) 3
 JY1552  NAD 27      -  39 12 41.40829(N)    082 13 33.92130(W) AD(       ) 3
 JY1552  NAVD 88 (08/20/96)  234.41   (m)          769.1    (f) LEVELING    3  
 JY1552  NGVD 29 (02/23/89)  234.7    (m)          770.     (f) GPS OBS        
 JY1552
 JY1552.Superseded values are not recommended for survey control.
 JY1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1552.See file dsdata.txt to determine how the superseded data were derived.
 JY1552
 JY1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9415840972(NAD 83)
 JY1552_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1552_SP_SET: CONCRETE POST
 JY1552_STAMPING: ALBANY 1986
 JY1552_MARK LOGO: NGS   
 JY1552_PROJECTION: FLUSH
 JY1552_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1552+STABILITY: SURFACE MOTION
 JY1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1552+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 JY1552
 JY1552  HISTORY     - Date     Condition        Report By
 JY1552  HISTORY     - 1986     MONUMENTED       NGS
 JY1552  HISTORY     - 19870721 GOOD
 JY1552  HISTORY     - 19890615 GOOD             NGS
 JY1552  HISTORY     - 19950913 GOOD             NGS
 JY1552  HISTORY     - 19950920 GOOD             GEOONE
 JY1552  HISTORY     - 20030710 GOOD             NGS
 JY1552  HISTORY     - 20041111 GOOD             LOCSUR
 JY1552
 JY1552                          STATION DESCRIPTION
 JY1552
 JY1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JY1552'THE STATION IS LOCATED ON THE ANTHES-ALBANY/OHIO UNIVERSITY AIRPORT
 JY1552'ABOUT 19 KM 12 MILES SOUTHEAST OF ATHENS AND 3 KM (2 MILES) SOUTHWEST
 JY1552'OF ALBANY.  IT IS 0.2 KM (0.1 MILE) WEST OF THE ADMINISTRATION BUILD-
 JY1552'ING ON A LOW HILL BETWEEN THE TAXIWAY AND AN AIRCRAFT PARING AREA. TO
 JY1552'THE STATION MARK IS A STANDARD DISK STAMPED ---ALBANY 1986--- SET IN
 JY1552'A 28 CM (11 INCH) DIAMETER CONCRETE MONUMENT PROJECTING 3 CM (1 INCH)
 JY1552'ABOVE THE GROUND.  IT IS 73.8 METERS (242 FEET) SOUTHWEST OF A WIND-
 JY1552'SOCK WITH RED LIGHT ON TOP, 40.8 METERS (134 FEET) SOUTHEAST OF THE
 JY1552'SOUTHEAST EDGE OF THE TAXIWAY, 38.0 METERS (92 FEET) NORTHWEST OF THE
 JY1552'NORTHWEST EDGE OF THE PAVED PARING AREA, 22.56 METERS (74.0 FEET)
 JY1552'SOUTH-SOUTHEAST OF A POLE WITH WIND INDICATORS ON TOP, 12.8 METERS
 JY1552'(42 FEET) SOUTH OF A CEILOMETER AND 1.2 METERS (4 FEET) ABOVE THE
 JY1552'TAXIWAY.  THE UNDERGROUND MARK IS 91 CM (36 INCHES) BELOW GROUND
 JY1552'LEVEL.
 JY1552'TYPED BY JAMES MALONEY 9/03/87.
 JY1552
 JY1552                          STATION RECOVERY (1987)
 JY1552
 JY1552'RECOVERED 1987
 JY1552'RECOVERED IN GOOD CONDITION.
 JY1552
 JY1552                          STATION RECOVERY (1989)
 JY1552
 JY1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JY1552'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF AIRPORT ON HIGH GROUND
 JY1552'BETWEEN TAXIWAY AND RAMP/HANGER AREA, 242 FT (73.8 M) SOUTHWEST OF OL
 JY1552'WINDSOCK, 134 FT (40.8 M) NORTHEAST OF THE CL OF TAXIWAY TO RAMP, 134
 JY1552'FT (40.8 M) SOUTHEAST OF THE SOUTHEAST EDGE OF PARALLEL TAXIWAY, 92 FT
 JY1552'(28.0 M) NORTHWEST OF THE NORTHWEST EDGE OF RAMP, 74 FT (22.6 M)
 JY1552'SOUTH-SOUTHEAST OF ANEMOMETER POLE AND 42 FT (12.8 M) SOUTH OF
 JY1552'CEILOMETER.  THE STATION IS NGS DISK STAMPED ALBANY 1986 SET IN TOP OF
 JY1552'ROUND CONCRETE MONUMENT PROJECTING 1 INCH ABOVE THE GROUND.  THERE IS
 JY1552'A SUBSURFACE MARK 36 INCH BELOW THE GROUND.
 JY1552
 JY1552                          STATION RECOVERY (1995)
 JY1552
 JY1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JY1552'THE STATION IS LOCATED ABOUT 19.0 KM (11.80 MI) SOUTHWEST OF ATHENS
 JY1552'AND 3.0 KM (1.85 MI) SOUTHWEST OF ALBANY, AT THE OHIO UNIVERSITY
 JY1552'AIRPORT.  IN THE GRASS, ON TOP OF A LOW HILL, NEAR THE WEST CORNER OF
 JY1552'THE APRON, JUST NORTHWEST OF A GRAVEL ROAD LEADING TO THE CEILOMETER.
 JY1552'OWNERSHIP--OHIO UNIVERSITY, AIRPORT OPERATIONS ATHENS, OH.
 JY1552'45701-2979.  AIRPORT ASSISTANT DIRECTOR ROGER A.  HUNTINGTON, PHONE
 JY1552'614-698-4114.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 JY1552'50 WEST AND STATE HIGHWAY 32 ABOUT 3.37 KM (2.10 MI) SOUTHWEST OF
 JY1552'ALBANY, GO NORTHEAST 1.72 KM (1.05 MI) ALONG HIGHWAY 32 TO A PAVED
 JY1552'ROAD RIGHT (ATHENS COUNTY ROAD 71) .  TURN RIGHT, SOUTHERLY, 0.68 KM
 JY1552'(0.40 MI) ALONG COUNTY ROAD 71 TO THE AIRPORT ENTRANCE ROAD ON THE
 JY1552'RIGHT.  TURN RIGHT, WEST-SOUTHWEST, 0.30 KM (0.20 MI) TO A CATTLE
 JY1552'GUARD.  CROSS CATTLE GUARD AND TURN RIGHT, NORTHWEST, 0.06 KM (0.05
 JY1552'MI) TO THE AIRPORT OFFICE ON THE LEFT. CONTINUE NORTHWEST, THEN WEST,
 JY1552'0.03 KM (0.00 MI) AROUND OFFICE TO THE APRON.  CONTINUE WEST 0.27 KM
 JY1552'(0.15 MI) ACROSS APRON TO A RAMP AND GRAVEL ROAD.  TURN RIGHT,
 JY1552'NORTHEAST, 0.033 KM (0.00 MI) ALONG GRAVEL ROAD (UP HILL) TO THE
 JY1552'STATION ON THE LEFT.  STATION IS 73.8 M (242.1 FT) SOUTHWEST OF A
 JY1552'WINDSOCK WITH RED LIGHT ON TOP, 40.8 M (133.9 FT) SOUTHEAST OF THE
 JY1552'SOUTHEAST EDGE OF THE MAIN TAXI, 38.0 M (124.7 FT) NORTHWEST OF THE
 JY1552'NORTHWEST EDGE OF THE APRON, 22.5 M (73.8 FT) SOUTH-SOUTHEAST OF A
 JY1552'POLE WITH WIND INDICATORS ON TOP, 12.8 M (42.0 FT) SOUTH OF A
 JY1552'CEILOMETER, 12.3 M (40.4 FT) SOUTHWEST OF A WITNESS POST AND 18-INCH
 JY1552'ROUND CONCRETE COLUMN, 3.3 M (10.8 FT) NORTHWEST OF THE GRAVEL ROAD
 JY1552'CENTER, AND THE MONUMENT IS 0.3 M (1.0 FT) ABOVE THE GRAVEL ROAD
 JY1552'CENTER AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
 JY1552
 JY1552                          STATION RECOVERY (1995)
 JY1552
 JY1552'RECOVERY NOTE BY GEOONE INCORPORATED 1995 (JDW)
 JY1552'RECOVERED AS DESCRIBED.  THE WITNESS POST WAS MOVED APPROXIMATELY 10
 JY1552'METERSNORTH OF THE MONUMENT.  A GRAVEL DRIVE CAN BE USED TO ACCESS THE
 JY1552'STATION WITH AIRPORT AUTHORITIES PERMISSION.
 JY1552
 JY1552                          STATION RECOVERY (2003)
 JY1552
 JY1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 JY1552'THE STATION IS LOCATED ABOUT 11.8 MILES SOUTHWEST OF ATHENS AND 1.85
 JY1552'MILES SOUTHWEST  OF ALBANY, AT THE OHIO UNIVERSITY AIRPORT, IN THE
 JY1552'GRASS ON TOP OF A LOW HILL NEAR THE  WEST CORNER OF THE APRON, JUST
 JY1552'NORTHWEST OF A GRAVEL ROAD LEADING TO THE CEILOMETER.  OWNERSHIP--OHIO
 JY1552'UNIVERSITY, AIRPORT OPERATIONS, ATHENS, OH 45701-2979, AIRPORT
 JY1552'DIRECTOR  LINDA STROM, PHONE 740-597-2600.  AIRPORT OFFICE IS NOW
 JY1552'LOCATED IN THE C. DAVID SNYDER  TERMINAL BUILDING.
 JY1552' 
 JY1552'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 50 WEST AND STATE
 JY1552'HIGHWAY 32,  ABOUT 2.1 MILES SOUTHWEST OF ALBANY, GO NORTHEAST FOR
 JY1552'1.05 MILES ALONG HIGHWAY 32 TO A  PAVED ROAD RIGHT, COUNTY ROAD 71.
 JY1552'TURN RIGHT AND GO SOUTH ON COUNTY ROAD 71  FOR 0.4 MILE TO THE AIRPORT
 JY1552'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO  WEST-SOUTHWEST ON THE
 JY1552'ENTRANCE ROAD FOR 0.2 MILE TO A CATTLE GUARD.  CROSS CATTLE  GUARD,
 JY1552'TURN RIGHT AND GO NORTHWEST FOR 0.05 MILE TO A ONE STORY BUILDING
 JY1552'(FORMER  AIRPORT OFFICE) ON THE LEFT.  CONTINUE NORTHWEST, THEN WEST
 JY1552'AROUND THE BUILDING TO THE  APRON.  CONTINUE WEST FOR 0.15 MILE ACROSS
 JY1552'APRON TO A RAMP AND GRAVEL ROAD.  TURN RIGHT  AND GO NORTHEAST AND
 JY1552'UPHILL ON THE GRAVEL ROAD TO THE STATION ON THE LEFT.
 JY1552' 
 JY1552'STATION IS 242.1 FEET SOUTHWEST OF A WINDSOCK WITH RED LIGHT ON TOP,
 JY1552'133.9 FEET  SOUTHEAST OF THE SOUTHEAST EDGE OF THE MAIN TAXI, 124.7
 JY1552'FEET NORTHWEST OF THE  NORTHWEST EDGE OF THE APRON, 73.8 FEET
 JY1552'SOUTH-SOUTHEAST OF A POLE WITH WIND INDICATORS  ON TOP, 42.0 FEET
 JY1552'SOUTH OF A CEILOMETER, 40.4 FEET SOUTHWEST OF A WITNESS POST AND 18
 JY1552'INCH ROUND CONCRETE COLUMN AND 10.8 FEET NORTHWEST OF THE GRAVEL ROAD
 JY1552'CENTER.  THE  MONUMENT IS 1 FOOT ABOVE THE GRAVEL ROAD AND FLUSH WITH
 JY1552'GROUND.
 JY1552
 JY1552                          STATION RECOVERY (2004)
 JY1552
 JY1552'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (WWN)
 JY1552'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1163 ***********************************************************************
 KY1163  DESIGNATION -  ALBANY AZ MK
 KY1163  PID         -  KY1163
 KY1163  STATE/COUNTY-  OH/MAHONING
 KY1163  USGS QUAD   -  SALEM (1994)
 KY1163
 KY1163                         *CURRENT SURVEY CONTROL
 KY1163  ___________________________________________________________________
 KY1163* NAD 83(1986)-  40 55 55.     (N)    080 51 23.     (W)     SCALED    
 KY1163* NAVD 88     -       374.953  (meters)    1230.16   (feet)  ADJUSTED  
 KY1163  ___________________________________________________________________
 KY1163  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY1163  DYNAMIC HT  -         374.775 (meters)    1229.57  (feet)  COMP
 KY1163  MODELED GRAV-     980,139.6   (mgal)                       NAVD 88
 KY1163
 KY1163  VERT ORDER  -  SECOND    CLASS 0
 KY1163
 KY1163.The horizontal coordinates were scaled from a topographic map and have
 KY1163.an estimated accuracy of +/- 6 seconds.
 KY1163
 KY1163.The orthometric height was determined by differential leveling
 KY1163.and adjusted by the National Geodetic Survey in June 1991..
 KY1163
 KY1163.The geoid height was determined by GEOID03.
 KY1163
 KY1163.The dynamic height is computed by dividing the NAVD 88
 KY1163.geopotential number by the normal gravity value computed on the
 KY1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1163.degrees latitude (g = 980.6199 gals.).
 KY1163
 KY1163.The modeled gravity was interpolated from observed gravity values.
 KY1163
 KY1163;                    North         East    Units  Estimated Accuracy
 KY1163;SPC OH N     -   141,810.      738,410.      MT  (+/- 180 meters Scaled)
 KY1163
 KY1163                          SUPERSEDED SURVEY CONTROL
 KY1163
 KY1163  NGVD 29 (??/??/92)  375.104  (m)         1230.65   (f) ADJ UNCH    2 0
 KY1163
 KY1163.Superseded values are not recommended for survey control.
 KY1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1163.See file dsdata.txt to determine how the superseded data were derived.
 KY1163
 KY1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF120312(NAD 83)
 KY1163_MARKER: DZ = AZIMUTH MARK DISK
 KY1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1163_STAMPING: ALBANY 1949
 KY1163_MARK LOGO: CGS   
 KY1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1163+STABILITY: SURFACE MOTION
 KY1163
 KY1163  HISTORY     - Date     Condition        Report By
 KY1163  HISTORY     - 1949     MONUMENTED       CGS
 KY1163  HISTORY     - 1950     GOOD             CGS
 KY1163  HISTORY     - 20060718 MARK NOT FOUND   GEOCAC
 KY1163
 KY1163                          STATION DESCRIPTION
 KY1163
 KY1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY1163'2.5 MI NW FROM SALEM.
 KY1163'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 KY1163'IN THE CITY OF SALEM, THENCE ABOUT 2.3 MILES NORTH ALONG STATE
 KY1163'HIGHWAY 45, ABOUT 0.15 MILE NORTH OF SEBRING PINE LAKE ROAD WHICH
 KY1163'IS THE MAHONING-COLUMBIANA COUNTY LINE, 28 FEET EAST OF THE
 KY1163'CENTERLINE OF STATE HIGHWAY 45, 289 FEET SOUTH OF THE CENTERLINE
 KY1163'OF A DRIVEWAY LEADING EAST TO FARM PLACE, 68 FEET SOUTH OF POLE
 KY1163'24889.  IT IS 2 FEET SOUTHWEST OF A WHITE WITNESS POST, AND ABOUT
 KY1163'LEVEL WITH THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK SET
 KY1163'IN TOP OF A CONCRETE POST AND PROJECTING 4 INCHES.
 KY1163
 KY1163                          STATION RECOVERY (2006)
 KY1163
 KY1163'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1555 ***********************************************************************
 JY1555  SACS        -  This is a Secondary Airport Control Station.
 JY1555  DESIGNATION -  ALBANY AZ MK
 JY1555  PID         -  JY1555
 JY1555  STATE/COUNTY-  OH/ATHENS
 JY1555  USGS QUAD   -  ALBANY (1995)
 JY1555
 JY1555                         *CURRENT SURVEY CONTROL
 JY1555  ___________________________________________________________________
 JY1555* NAD 83(1995)-  39 12 38.96614(N)    082 13 52.12779(W)     ADJUSTED  
 JY1555* NAVD 88     -       231.13   (meters)     758.3    (feet)  GPS OBS   
 JY1555  ___________________________________________________________________
 JY1555  X           -     668,952.608 (meters)                     COMP
 JY1555  Y           -  -4,903,295.298 (meters)                     COMP
 JY1555  Z           -   4,010,603.660 (meters)                     COMP
 JY1555  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 JY1555  ELLIP HEIGHT-         197.04  (meters)          (10/07/05) GPS OBS
 JY1555  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JY1555
 JY1555  HORZ ORDER  -  FIRST
 JY1555  ELLP ORDER  -  FOURTH    CLASS II
 JY1555
 JY1555.This mark is at Ohio Univ Airport (UNI)
 JY1555
 JY1555.The horizontal coordinates were established by GPS observations
 JY1555.and adjusted by the National Geodetic Survey in July 1997..
 JY1555
 JY1555.The orthometric height was determined by GPS observations and a
 JY1555.high-resolution geoid model.
 JY1555
 JY1555.GPS derived orthometric heights for airport stations designated as
 JY1555.PACS or SACS are published to 2 decimal places.  This maintains
 JY1555.centimeter relative accuracy between the PACS and SACS.  It does
 JY1555.not indicate centimeter accuracy relative to other marks which are
 JY1555.part of the NAVD 88 network.
 JY1555
 JY1555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1555
 JY1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1555
 JY1555.The ellipsoidal height was determined by GPS observations
 JY1555.and is referenced to NAD 83.
 JY1555
 JY1555.The geoid height was determined by GEOID03.
 JY1555
 JY1555;                    North         East     Units Scale Factor Converg.
 JY1555;SPC OH S     -   134,451.851   623,219.113   MT  0.99994047   +0 10 14.1
 JY1555;UTM  17      - 4,340,894.356   393,708.284   MT  0.99973911   -0 46 42.1
 JY1555
 JY1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1555!SPC OH S     -   0.99996909  x   0.99994047  =   0.99990956
 JY1555!UTM  17      -   0.99996909  x   0.99973911  =   0.99970820
 JY1555
 JY1555:                Primary Azimuth Mark                     Grid Az
 JY1555:SPC OH S     -  ALBANY                                   079 18 25.7
 JY1555:UTM  17      -  ALBANY                                   080 15 21.9
 JY1555
 JY1555|---------------------------------------------------------------------|
 JY1555| PID    Reference Object                     Distance      Geod. Az  |
 JY1555|                                                           dddmmss.s |
 JY1555| JY1552 ALBANY                              455.975 METERS 0792839.8 |
 JY1555|---------------------------------------------------------------------|
 JY1555
 JY1555                          SUPERSEDED SURVEY CONTROL
 JY1555
 JY1555  NAD 83(1986)-  39 12 38.96881(N)    082 13 52.13137(W) AD(       ) 3
 JY1555  NAD 83(1995)-  39 12 38.97133(N)    082 13 52.13314(W) AD(       ) 3
 JY1555  NAD 83(1986)-  39 12 38.97404(N)    082 13 52.13270(W) AD(       ) 3
 JY1555  NAD 27      -  39 12 38.70869(N)    082 13 52.60746(W) AD(       ) 3
 JY1555  NGVD 29 (02/23/89)  231.4    (m)          759.     (f) GPS OBS        
 JY1555
 JY1555.Superseded values are not recommended for survey control.
 JY1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1555.See file dsdata.txt to determine how the superseded data were derived.
 JY1555
 JY1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9370840894(NAD 83)
 JY1555_MARKER: DZ = AZIMUTH MARK DISK
 JY1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1555_SP_SET: CONCRETE POST
 JY1555_STAMPING: ALBANY 1986
 JY1555_MARK LOGO: NGS   
 JY1555_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1555+STABILITY: SURFACE MOTION
 JY1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1555+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1995
 JY1555
 JY1555  HISTORY     - Date     Condition        Report By
 JY1555  HISTORY     - 1986     MONUMENTED       NGS
 JY1555  HISTORY     - 19860615 GOOD             NGS
 JY1555  HISTORY     - 19870722 GOOD
 JY1555  HISTORY     - 19950913 GOOD             NGS
 JY1555
 JY1555                          STATION DESCRIPTION
 JY1555
 JY1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JY1555'THE AZIMUTH MARK IS LOCATED ON THE ATHENS-ALBANY/OHIO UNIVERSITY AIR-
 JY1555'PORT ABOUT 19 KM (12 MILES) SOUTHWEST OF ATHENS AND 3 KM (2 MILES)
 JY1555'SOUTHWEST OF ALBANY. TO REACH THE AZ MK FROM THE STATION GO SOUTHWEST
 JY1555'ON THE TAXIWAY 0.5 KM (0.35 MILE) TO THE MARK JUST SOUTH OF THE JUNC-
 JY1555'TION OF TAXIWAY AND RUNWAY.
 JY1555'THE AZ MK IS A STANDARD DISK STAMPED ---ALBANY 1986--- SET IN A 28 CM
 JY1555'(11 INCH) DIAMETER CONCRETE MONUMENT PROJECTION 3 CM (1 INCH). IT IS
 JY1555'26.8 METERS (88 FEET) SOUTH OF THE CENTER OF THE JUNCTION OF THE
 JY1555'TAXIWAY AND RUNWAY, 8.47 METERS(37.8 FEET) SOUTHEAST OF THE SOUTHEAST
 JY1555'EDGE OF THE RUNWAY,  11.22 METERS (36.8 FEET) SOUTH OF A RUNWAY LIGHT
 JY1555'AT THE JUNCTION OF THE RUNWAY AND TAXIWAY ENTRANCE AND 0.3 METERS (1
 JY1555'FOOT) BELOW THE RUNWAY.
 JY1555'TYPED BY JAMES MALONEY 9/03/87.
 JY1555
 JY1555                          STATION RECOVERY (1986)
 JY1555
 JY1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JY1555'THE STATION IS LOCATED ABOUT MID-FIELD JUST SOUTHWEST OF INTERSECTION
 JY1555'OF TAXIWAY WITH RUNWAY 7-25, 58 FT (17.7 M) SOUTHWEST OF SOUTHWEST
 JY1555'EDGE OF TAXIWAY, 37.8 FT (11.5 M) SOUTHEAST OF SOUTHEAST EDGE OF
 JY1555'RUNWAY, 36.8 FT (11.2 M) SOUTH OF THE FIRST RUNWAY LIGHT SOUTHWEST OF
 JY1555'INTERSECTION.  THE STATION IS A NGS AZ MK DISK STAMPED ALBANY 1986 SET
 JY1555'IN THE TOP OF ROUND CONCRETE MONUMENT PROJECTING 1 INCH ABOVE THE
 JY1555'GROUND.
 JY1555
 JY1555                          STATION RECOVERY (1987)
 JY1555
 JY1555'RECOVERED 1987
 JY1555'RECOVERED IN GOOD CONDITION.
 JY1555
 JY1555                          STATION RECOVERY (1995)
 JY1555
 JY1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JY1555'THE STATION IS LOCATED ABOUT 19.0 KM (11.80 MI) SOUTHWEST OF ATHENS
 JY1555'AND 3.0 KM (1.85 MI) SOUTHWEST OF ALBANY, AT THE OHIO UNIVERSITY
 JY1555'AIRPORT.  MARK IS IN THE GRASS, NEAR THE CENTER OF THE AIRPORT, NEAR
 JY1555'THE NORTHEAST CORNER OF THE SECOND GRASS MEDIAN SOUTHWEST OF THE
 JY1555'OFFICE, NEAR THE JUNCTION OF THE RUNWAY AND TAXI B (RAMP) .
 JY1555'OWNERSHIP--OHIO UNIVERSITY, AIRPORT OPERATIONS ATHENS, OH. 45701-2979.
 JY1555'AIRPORT ASSISTANT DIRECTOR ROGER A.  HUNTINGTON, PHONE 614-698-4114.
 JY1555'NOTE--THIS MARK WAS SELECTED AS A SECONDARY AIRPORT CONTROL STATION
 JY1555'(SACS) .  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 50
 JY1555'WEST AND STATE HIGHWAY 32 ABOUT 3.37 KM (2.10 MI) SOUTHWEST OF ALBANY,
 JY1555'GO NORTHEAST 1.72 KM (1.05 MI) ALONG HIGHWAY 32 TO A PAVED ROAD RIGHT
 JY1555'(ATHENS COUNTY ROAD 71) .  TURN RIGHT, SOUTHERLY, 0.68 KM (0.40 MI)
 JY1555'ALONG COUNTY ROAD 71 TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 JY1555'RIGHT, WEST-SOUTHWEST, 0.30 KM (0.20 MI) TO A CATTLE GUARD.  CROSS
 JY1555'CATTLE GUARD AND TURN RIGHT, NORTHWEST, 0.06 KM (0.05 MI) TO THE
 JY1555'AIRPORT OFFICE ON THE LEFT. CONTINUE NORTHWEST, THEN WEST, 0.03 KM
 JY1555'(0.00 MI) AROUND OFFICE TO THE APRON.  CONTINUE WEST 0.27 KM (0.15 MI)
 JY1555'ACROSS APRON TO A RAMP AND GRAVEL ROAD.  BEAR RIGHT, NORTHWEST, 0.07
 JY1555'KM (0.05 MI) TO THE MAIN TAXI.  TURN LEFT, SOUTHWEST, 0.36 KM (0.20
 JY1555'MI) ALONG MAIN TAXI TO TAXI B .  TURN RIGHT, NORTHWEST, 0.09 KM (0.05
 JY1555'MI) ALONG TAXI B TO THE RUNWAY AND STATION ON THE LEFT.  STATION IS
 JY1555'25.3 M (83.0 FT) SOUTHWEST OF THE EXTENDED TAXI B CENTERLINE, 23.7 M
 JY1555'(77.8 FT) SOUTHEAST OF THE RUNWAY CENTERLINE, 5.4 M (17.7 FT) SOUTH OF
 JY1555'A WITNESS POST AND TAXI B INDICATOR SIGN, AND THE MONUMENT IS 0.6 M
 JY1555'(2.0 FT) BELOW THE LEVEL OF THE RUNWAY AND FLUSH WITH THE GROUND
 JY1555'SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1391 ***********************************************************************
 JY1391  DESIGNATION -  ALBANY MUN SPIPE
 JY1391  PID         -  JY1391
 JY1391  STATE/COUNTY-  OH/ATHENS
 JY1391  USGS QUAD   -  ALBANY (1995)
 JY1391
 JY1391                         *CURRENT SURVEY CONTROL
 JY1391  ___________________________________________________________________
 JY1391* NAD 83(1995)-  39 13 44.51932(N)    082 12 47.15631(W)     ADJUSTED  
 JY1391* NAVD 88     -                                                        
 JY1391  ___________________________________________________________________
 JY1391  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 JY1391  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY1391
 JY1391  HORZ ORDER  -  THIRD
 JY1391
 JY1391.The horizontal coordinates were established by classical geodetic methods
 JY1391.and adjusted by the National Geodetic Survey in April 1998..
 JY1391
 JY1391
 JY1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1391
 JY1391.The geoid height was determined by GEOID03.
 JY1391
 JY1391;                    North         East     Units Scale Factor Converg.
 JY1391;SPC OH S     -   136,478.097   624,771.342   MT  0.99993956   +0 10 55.4
 JY1391;UTM  17      - 4,342,894.206   395,293.543   MT  0.99973499   -0 46 02.1
 JY1391
 JY1391                          SUPERSEDED SURVEY CONTROL
 JY1391
 JY1391  NAD 83(1995)-  39 13 44.52297(N)    082 12 47.16580(W) AD(       ) 4
 JY1391  NAD 83(1986)-  39 13 44.52195(N)    082 12 47.16504(W) AD(       ) 4
 JY1391  NAD 27      -  39 13 44.25889(N)    082 12 47.64508(W) AD(       ) 3
 JY1391
 JY1391.Superseded values are not recommended for survey control.
 JY1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1391.See file dsdata.txt to determine how the superseded data were derived.
 JY1391
 JY1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9529442894(NAD 83)
 JY1391_MARKER: 52 = STANDPIPE TANK
 JY1391
 JY1391  HISTORY     - Date     Condition        Report By
 JY1391  HISTORY     - 1976     FIRST OBSERVED   NGS
 JY1391
 JY1391                          STATION DESCRIPTION
 JY1391
 JY1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1391'THE STATION, ALBANY MUNICIPAL STANDPIPE, IS THE CENTER OF THE
 JY1391'TOP OF A 90 FOOT TALL STANDPIPE THAT IS PRESENTLY PAINTED
 JY1391'SILVER.  IT IS 0.35 MILE WEST OF THE JUNCTION OF ALTON AND
 JY1391'WASHINGTON STREETS AND ON THE NORTH SIDE OF ALTON STREET IN
 JY1391'ALBANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0601 ***********************************************************************
 MC0601  DESIGNATION -  ALBERT
 MC0601  PID         -  MC0601
 MC0601  STATE/COUNTY-  OH/HENRY
 MC0601  USGS QUAD   -  MC CLURE (1971)
 MC0601
 MC0601                         *CURRENT SURVEY CONTROL
 MC0601  ___________________________________________________________________
 MC0601* NAD 83(1995)-  41 18 45.57416(N)    083 58 30.48461(W)     ADJUSTED  
 MC0601* NAVD 88     -       208.680  (meters)     684.64   (feet)  ADJUSTED  
 MC0601  ___________________________________________________________________
 MC0601  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 MC0601  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 MC0601  DYNAMIC HT  -         208.587 (meters)     684.34  (feet)  COMP
 MC0601  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 MC0601
 MC0601  HORZ ORDER  -  THIRD
 MC0601  VERT ORDER  -  SECOND    CLASS 0
 MC0601
 MC0601.The horizontal coordinates were established by classical geodetic methods
 MC0601.and adjusted by the National Geodetic Survey in April 1998..
 MC0601
 MC0601.The orthometric height was determined by differential leveling
 MC0601.and adjusted by the National Geodetic Survey in June 1991..
 MC0601
 MC0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0601
 MC0601.The geoid height was determined by GEOID03.
 MC0601
 MC0601.The dynamic height is computed by dividing the NAVD 88
 MC0601.geopotential number by the normal gravity value computed on the
 MC0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0601.degrees latitude (g = 980.6199 gals.).
 MC0601
 MC0601.The modeled gravity was interpolated from observed gravity values.
 MC0601
 MC0601;                    North         East     Units Scale Factor Converg.
 MC0601;SPC OH N     -   183,826.601   476,489.896   MT  0.99994826   -0 58 08.7
 MC0601;UTM  17      - 4,577,736.784   250,958.182   MT  1.00036336   -1 57 54.3
 MC0601;UTM  16      - 4,577,880.828   753,205.167   MT  1.00038910   +1 59 52.7
 MC0601
 MC0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0601!SPC OH N     -   0.99997282  x   0.99994826  =   0.99992108
 MC0601!UTM  17      -   0.99997282  x   1.00036336  =   1.00033617
 MC0601!UTM  16      -   0.99997282  x   1.00038910  =   1.00036191
 MC0601
 MC0601                          SUPERSEDED SURVEY CONTROL
 MC0601
 MC0601  NAD 83(1995)-  41 18 45.58264(N)    083 58 30.48899(W) AD(       ) 3
 MC0601  NAD 83(1986)-  41 18 45.58467(N)    083 58 30.49444(W) AD(       ) 3
 MC0601  NAD 27      -  41 18 45.39900(N)    083 58 30.69100(W) AD(       ) 3
 MC0601  NGVD 29 (??/??/92)  208.867  (m)          685.26   (f) ADJ UNCH    2 0
 MC0601
 MC0601.Superseded values are not recommended for survey control.
 MC0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0601.See file dsdata.txt to determine how the superseded data were derived.
 MC0601
 MC0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5095877737(NAD 83)
 MC0601_MARKER: DE = TRAVERSE STATION DISK
 MC0601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0601_SP_SET: CONCRETE MONUMENT
 MC0601_STAMPING: ALBERT 1947
 MC0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0601
 MC0601  HISTORY     - Date     Condition        Report By
 MC0601  HISTORY     - 1947     MONUMENTED       CGS
 MC0601  HISTORY     - 1963     GOOD             CGS
 MC0601  HISTORY     - 1963     GOOD             NGS
 MC0601  HISTORY     - 1965     GOOD             USE
 MC0601  HISTORY     - 1980     GOOD             LOCENG
 MC0601
 MC0601                          STATION DESCRIPTION
 MC0601
 MC0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC0601'THE STATION IS 1 MILE NORTH AND 1-3/4 MILES WEST OF WESTHOPE IN SEC.
 MC0601'8, RICHFIELD
 MC0601'TOWNSHIP, AT THE SOUTHEAST FENCE CORNER ON THE ALBERT E. SPANGLER
 MC0601'FARM.  IT IS ON THE
 MC0601'NORTH-SOUTH FENCE LINE THAT SEPARATES THE ALBERT
 MC0601'SPANGLER AND THE JENNIE SCOTT
 MC0601'PROPERTIES, AND IS 2.9 M. NORTH OF THE
 MC0601'EW FENCE.
 MC0601'
 MC0601'STATION IS 7.3 METERS N OF THE CENTERLINE OF EW SEC. RD. AND 10.0
 MC0601'METERS N OF THE POINT OF INTERSECTION
 MC0601'OF THE CENTERLINE OF FIELD ROAD AND THE EDGE OF EW SEC. RD.
 MC0601'
 MC0601'A STANDARD DISK STAMPED ALBERT 1947 AND SET IN THE TOP OF A 12- BY
 MC0601'12-INCH CONCRETE
 MC0601'MONUMENT THAT IS EMBEDDED SO THAT THE TOP IS FLUSH WITH
 MC0601'THE GROUND SURFACE.
 MC0601
 MC0601                          STATION RECOVERY (1963)
 MC0601
 MC0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC0601'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC0601'EXCEPTIONS--THE NORTH-SOUTH AND EAST-WEST FENCES ARE GONE AND THE
 MC0601'CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA TARGET 6 FEET
 MC0601'IN DIAMETER.
 MC0601'
 MC0601'ELEVATION OF DISK 685.29 FEET.
 MC0601
 MC0601                          STATION RECOVERY (1963)
 MC0601
 MC0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MC0601'2.8 MI NW FROM WESTHOPE.
 MC0601'STATION IS LOCATED 2.75 MILES NORTHWEST OF WESTHOPE.  TO REACH
 MC0601'FROM WESTHOPE, GO 1.0 MILE NORTH ON STATE HIGHWAY 65, THEN 1.75
 MC0601'MILES WEST ON A PAVED ROAD.  THE MARK IS 32.8 FEET NORTH OF THE
 MC0601'SOUTH EDGE OF EAST-WEST ROAD AND A FIELD ROAD LEADING SOUTH AND
 MC0601'24.0 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  MARK
 MC0601'IS A STANDARD DISK STAMPED ALBERT 1947 SET IN TOP OF A 10 INCH
 MC0601'ROUND CONCRETE MONUMENT THAT IS IN THE CENTER OF A CONCRETE
 MC0601'CAMERA TARGET 6 FEET IN DIAMETER.
 MC0601
 MC0601                          STATION RECOVERY (1965)
 MC0601
 MC0601'RECOVERY NOTE BY US ENGINEERS 1965 (GAL)
 MC0601'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MCCLURE, TRAVEL S
 MC0601'4 MI. ON HWY 65 TO TWP. ROAD K AND W 1.8 MI.
 MC0601'
 MC0601'THE STA. IS LOCATED IN A 2 M DIA. CONC. TARGET, 8 M N OF CENTERLINE
 MC0601'OF ROAD AND 16 M W OF POWER POLE.  THE STA. IS APPROX. 0.2 M LOWER
 MC0601'THAN THE ROAD.
 MC0601'
 MC0601'THE STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER
 MC0601'STAMPED ALBERT 1947.
 MC0601
 MC0601                          STATION RECOVERY (1980)
 MC0601
 MC0601'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC0601'ALBERT 1947 RECOVERED GOOD CONC. TARGET BROKEN AND HEAVED 4 INCHES
 MC0601'ABOVE STA.
 MC0601'
 MC0601'70 FEET NNW TO SE COR CONC GARAGE FD. 95 FEET NW TO SE COR CONC
 MC0601'HOUSE FD. 6 FEET S TO POWER POLE CULVERT PIPE IS GONE.
 MC0601'
 MC0601'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI S. AND 1.75 MI
 MC0601'W, MCCLURE, OH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3073 ***********************************************************************
 JZ3073  DESIGNATION -  ALBERT
 JZ3073  PID         -  JZ3073
 JZ3073  STATE/COUNTY-  OH/PREBLE
 JZ3073  USGS QUAD   -  BROOKVILLE (1987)
 JZ3073
 JZ3073                         *CURRENT SURVEY CONTROL
 JZ3073  ___________________________________________________________________
 JZ3073* NAD 83(1995)-  39 49 04.97466(N)    084 29 00.02418(W)     ADJUSTED  
 JZ3073* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 JZ3073  ___________________________________________________________________
 JZ3073  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 JZ3073  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JZ3073
 JZ3073  HORZ ORDER  -  FIRST
 JZ3073
 JZ3073.The horizontal coordinates were established by classical geodetic methods
 JZ3073.and adjusted by the National Geodetic Survey in May 1999..
 JZ3073
 JZ3073.The orthometric height was scaled from a topographic map.
 JZ3073
 JZ3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3073
 JZ3073.The geoid height was determined by GEOID03.
 JZ3073
 JZ3073;                    North         East     Units Scale Factor Converg.
 JZ3073;SPC OH S     -   203,695.543   430,205.956   MT  0.99996450   -1 15 30.5
 JZ3073;UTM  16      - 4,410,593.072   715,403.031   MT  1.00017125   +1 36 43.8
 JZ3073
 JZ3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3073!SPC OH S     -   0.99995411  x   0.99996450  =   0.99991861
 JZ3073!UTM  16      -   0.99995411  x   1.00017125  =   1.00012535
 JZ3073
 JZ3073:                Primary Azimuth Mark                     Grid Az
 JZ3073:SPC OH S     -  PYRMONT                                  145 06 00.1
 JZ3073:UTM  16      -  PYRMONT                                  142 13 45.8
 JZ3073
 JZ3073|---------------------------------------------------------------------|
 JZ3073| PID    Reference Object                     Distance      Geod. Az  |
 JZ3073|                                                           dddmmss.s |
 JZ3073| JZ3075 PYRMONT                             APPROX. 1.1 KM 1435029.6 |
 JZ3073|---------------------------------------------------------------------|
 JZ3073
 JZ3073                          SUPERSEDED SURVEY CONTROL
 JZ3073
 JZ3073  NAD 83(1995)-  39 49 04.97490(N)    084 29 00.02373(W) AD(       ) 1
 JZ3073  NAD 83(1986)-  39 49 04.97742(N)    084 29 00.02949(W) AD(       ) 1
 JZ3073  NAD 27      -  39 49 04.77700(N)    084 29 00.21200(W) AD(       ) 1
 JZ3073
 JZ3073.Superseded values are not recommended for survey control.
 JZ3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3073.See file dsdata.txt to determine how the superseded data were derived.
 JZ3073
 JZ3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK1540310593(NAD 83)
 JZ3073_MARKER: DS = TRIANGULATION STATION DISK
 JZ3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3073
 JZ3073  HISTORY     - Date     Condition        Report By
 JZ3073  HISTORY     - 1927     MONUMENTED       CGS
 JZ3073
 JZ3073                          STATION DESCRIPTION
 JZ3073
 JZ3073'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3073'STATION IS 1 MILE W AND 1/2 MILE N OF PYRMONT.  IT IS 2.13 METERS (7
 JZ3073'FEET) W OF CENTER OF ROAD ALONG COUNTY LINE AND 0.6 METER (2 FEET) N
 JZ3073'OF CENTER OF DRIVEWAY TO HOUSE OF L.B. ALBERT.  IT IS 43.6 METERS
 JZ3073'(143 FEET) N OF SECTION LINE ROAD WHICH LEADS W AND 82.2 METERS
 JZ3073'(269.6 FEET) N OF SECTION LINE ROAD WHICH LEADS E.
 JZ3073'
 JZ3073'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3073'
 JZ3073'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1717 ***********************************************************************
 MC1717  DESIGNATION -  ALBON
 MC1717  PID         -  MC1717
 MC1717  STATE/COUNTY-  OH/LUCAS
 MC1717  USGS QUAD   -  MAUMEE (1994)
 MC1717
 MC1717                         *CURRENT SURVEY CONTROL
 MC1717  ___________________________________________________________________
 MC1717* NAD 83(1995)-  41 34 25.99505(N)    083 44 15.20324(W)     ADJUSTED  
 MC1717* NAVD 88     -       196.3    (meters)     644.     (feet)  GPS OBS   
 MC1717  ___________________________________________________________________
 MC1717  X           -     521,269.100 (meters)                     COMP
 MC1717  Y           -  -4,750,141.129 (meters)                     COMP
 MC1717  Z           -   4,210,421.743 (meters)                     COMP
 MC1717  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 MC1717  ELLIP HEIGHT-         161.04  (meters)          (10/07/05) GPS OBS
 MC1717  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1717
 MC1717  HORZ ORDER  -  FIRST
 MC1717  ELLP ORDER  -  FOURTH    CLASS I
 MC1717
 MC1717.The horizontal coordinates were established by GPS observations
 MC1717.and adjusted by the National Geodetic Survey in April 1998..
 MC1717
 MC1717.The orthometric height was determined by GPS observations and a
 MC1717.high-resolution geoid model.
 MC1717
 MC1717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1717
 MC1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1717
 MC1717.The ellipsoidal height was determined by GPS observations
 MC1717.and is referenced to NAD 83.
 MC1717
 MC1717.The geoid height was determined by GEOID03.
 MC1717
 MC1717;                    North         East     Units Scale Factor Converg.
 MC1717;SPC OH N     -   212,525.838   496,792.035   MT  0.99997812   -0 48 46.8
 MC1717;UTM  17      - 4,606,086.843   271,765.330   MT  1.00024109   -1 49 02.6
 MC1717
 MC1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1717!SPC OH N     -   0.99997474  x   0.99997812  =   0.99995286
 MC1717!UTM  17      -   0.99997474  x   1.00024109  =   1.00021583
 MC1717
 MC1717                          SUPERSEDED SURVEY CONTROL
 MC1717
 MC1717  ELLIP H (04/01/98)  161.09   (m)                       GP(       ) 4 1
 MC1717  NAD 83(1995)-  41 34 25.99498(N)    083 44 15.20314(W) AD(       ) 1
 MC1717  NAD 83(1986)-  41 34 26.00547(N)    083 44 15.21676(W) AD(       ) 1
 MC1717
 MC1717.Superseded values are not recommended for survey control.
 MC1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1717.See file dsdata.txt to determine how the superseded data were derived.
 MC1717
 MC1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7176506087(NAD 83)
 MC1717_MARKER: DD = SURVEY DISK
 MC1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1717_SP_SET: CONCRETE POST
 MC1717_STAMPING: ALBON 1993
 MC1717_MARK LOGO: OH-095
 MC1717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1717+STABILITY: SURFACE MOTION
 MC1717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1717+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1717
 MC1717  HISTORY     - Date     Condition        Report By
 MC1717  HISTORY     - 1993     MONUMENTED       OH-095
 MC1717
 MC1717                          STATION DESCRIPTION
 MC1717
 MC1717'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1717'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 4.0 MILES WEST OF
 MC1717'THE CITY OF MAUMEE.
 MC1717'TO REACH THE STATION FROM THE INTERSECTION OF CONANT STREET (U.S. 20)
 MC1717'AND ILLINOIS AVENUE (U.S. 20A) PROCEED WEST ALONG ILLINOIS AVENUE 2.75
 MC1717'MILES TO ITS ANGLE POINT WITH MAUMEE WESTERN ROAD (U.S. 20A).
 MC1717'CONTINUE WEST ALONG MAUMEE WESTERN ROAD 1.75 MILES TO ITS
 MC1717'INTERSECTION WITH ALBON ROAD AND THE STATION ON THE RIGHT IN THE
 MC1717'NORTHWEST CORNER OF THE INTERSECTION.
 MC1717'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1717'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND
 MC1717'SURFACE AND IS STAMPED--ALBON 1993--.
 MC1717'THE STATION IS 56.5 FEET SOUTHWEST FROM A POWER POLE LOCATED NORTHEAST
 MC1717'OF THE INTERSECTION, 26.5 FEET WEST FROM THE CENTERLINE OF PAVEMENT
 MC1717'OF ALBON ROAD, AND 96.0 FEET NORTH FROM THE CENTERLINE OF PAVEMENT OF
 MC1717'MAUMEE WESTERN ROAD (U.S. 20A).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3231 ***********************************************************************
 KY3231  DESIGNATION -  ALDERMAN
 KY3231  PID         -  KY3231
 KY3231  STATE/COUNTY-  OH/BELMONT
 KY3231  USGS QUAD   -  ST CLAIRSVILLE (1985)
 KY3231
 KY3231                         *CURRENT SURVEY CONTROL
 KY3231  ___________________________________________________________________
 KY3231* NAD 83(1995)-  40 03 35.81796(N)    080 57 49.05329(W)     ADJUSTED  
 KY3231* NAVD 88     -       361.2    (meters)    1185.     (feet)  VERTCON   
 KY3231  ___________________________________________________________________
 KY3231  X           -     767,822.742 (meters)                     COMP
 KY3231  Y           -  -4,828,002.608 (meters)                     COMP
 KY3231  Z           -   4,083,293.223 (meters)                     COMP
 KY3231  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 KY3231  ELLIP HEIGHT-         327.41  (meters)          (04/01/98) GPS OBS
 KY3231  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY3231
 KY3231  HORZ ORDER  -  THIRD
 KY3231  ELLP ORDER  -  FOURTH    CLASS I
 KY3231
 KY3231.This mark is at Alderman Airport (OI03)
 KY3231
 KY3231.The horizontal coordinates were established by classical geodetic methods
 KY3231.and adjusted by the National Geodetic Survey in April 1998..
 KY3231
 KY3231.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3231
 KY3231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3231
 KY3231.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3231
 KY3231.The ellipsoidal height was determined by GPS observations
 KY3231.and is referenced to NAD 83.
 KY3231
 KY3231.The geoid height was determined by GEOID03.
 KY3231
 KY3231;                    North         East     Units Scale Factor Converg.
 KY3231;SPC OH S     -   229,804.534   731,076.485   MT  1.00000537   +0 58 29.5
 KY3231;UTM  17      - 4,434,411.688   503,102.164   MT  0.99960012   +0 01 24.3
 KY3231
 KY3231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3231!SPC OH S     -   0.99994864  x   1.00000537  =   0.99995401
 KY3231!UTM  17      -   0.99994864  x   0.99960012  =   0.99954878
 KY3231
 KY3231:                Primary Azimuth Mark                     Grid Az
 KY3231:SPC OH S     -  ST CLAIRSVILLE KQC 437 MAST              038 24 08.4
 KY3231:UTM  17      -  ST CLAIRSVILLE KQC 437 MAST              039 21 13.6
 KY3231
 KY3231|---------------------------------------------------------------------|
 KY3231| PID    Reference Object                     Distance      Geod. Az  |
 KY3231|                                                           dddmmss.s |
 KY3231| KY3224 ST CLAIRSVILLE KQC 437 MAST         APPROX. 3.2 KM 0392237.9 |
 KY3231| KY3223 ST CLAIRSVILLE BERRY STANDPIPE      APPROX. 2.2 KM 0422222.5 |
 KY3231| AC8372 ALDERMAN RM 1                         8.290 METERS 12939     |
 KY3231| KY3514 ALDERMAN AZ MK 2                    APPROX. 0.6 KM 1831137.0 |
 KY3231| CX3123 ALDERMAN RM 2                         9.352 METERS 21612     |
 KY3231| KY3227 GRADY                               APPROX. 2.2 KM 2972451.7 |
 KY3231| KY3230 AIRPORT BN ALDERMAN AIRPORT         136.099 METERS 32921     |
 KY3231|---------------------------------------------------------------------|
 KY3231
 KY3231                          SUPERSEDED SURVEY CONTROL
 KY3231
 KY3231  NAD 83(1986)-  40 03 35.82314(N)    080 57 49.06066(W) AD(       ) 3
 KY3231  NAD 27      -  40 03 35.57870(N)    080 57 49.71660(W) AD(       ) 3
 KY3231  NGVD 29 (02/23/89)  361.4    (m)         1186.     (f) GPS OBS        
 KY3231
 KY3231.Superseded values are not recommended for survey control.
 KY3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3231.See file dsdata.txt to determine how the superseded data were derived.
 KY3231
 KY3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0310234412(NAD 83)
 KY3231_MARKER: DH = HORIZONTAL CONTROL DISK
 KY3231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3231_SP_SET: CONCRETE POST
 KY3231_STAMPING: ALDERMAN 1963
 KY3231_MARK LOGO: CGS   
 KY3231_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3231+STABILITY: SURFACE MOTION
 KY3231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3231+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1987
 KY3231
 KY3231  HISTORY     - Date     Condition        Report By
 KY3231  HISTORY     - 1963     MONUMENTED       CGS
 KY3231  HISTORY     - 1963     GOOD             CGS
 KY3231  HISTORY     - 1986     GOOD             NGS
 KY3231  HISTORY     - 19871008 GOOD
 KY3231
 KY3231                          STATION DESCRIPTION
 KY3231
 KY3231'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3231'THE STATION IS LOCATED ON THE ALDERMAN AIRPORT, WHICH IS ABOUT
 KY3231'3-1/2 MILES SOUTHWEST OF THE CENTER OF ST. CLAIRSVILLE AND ABOUT
 KY3231'0.85 MILE SOUTH OF U.S. HIGHWAY 40. IT IS 22 FEET NORTHEAST OF THE
 KY3231'NORTHEAST CORNER OF A HANGAR BUILDING WITH B.B.R. DRILLING CO.
 KY3231'PAINTED ON THE NORTH SIDE, 33 FEET NORTHEAST OF A WITNESS POST
 KY3231'AND 31 FEET SOUTHEAST OF THE CENTER OF A HANGAR RUNWAY.  THE
 KY3231'MONUMENT IS FLUSH AND THE DISK IS STAMPED
 KY3231'ALDERMAN 1963.
 KY3231'
 KY3231'REFERENCE MARK 1 IS 37 FEET EAST OF THE NORTHEAST CORNER OF THE
 KY3231'BUILDING, 42 FEET NORTHEAST OF THE WITNESS POST AND 54 FEET EAST
 KY3231'OF THE CENTERLINE OF THE HANGAR DRIVEWAY.  THE MONUMENT IS FLUSH AND
 KY3231'THE DISK IS STAMPED ALDERMAN NO 1 1963.
 KY3231'
 KY3231'REFERENCE MARK 2 IS 3 FEET EAST OF THE HANGAR WALL, 3 FEET
 KY3231'NORTHEAST OF THE WITNESS POST AND 10 FEET SOUTH OF THE NORTHEAST
 KY3231'CORNER OF THE HANGAR BUILDING.  THE MONUMENT IS FLUSH AND THE
 KY3231'DISK IS STAMPED ALDERMAN NO 2 1963.
 KY3231'
 KY3231'NOTE- STATION GRADY WAS USED AS THE AZIMUTH POINT.
 KY3231'
 KY3231'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 KY3231
 KY3231                          STATION RECOVERY (1963)
 KY3231
 KY3231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KY3231'RECOVERED IN GOOD CONDITION.
 KY3231
 KY3231                          STATION RECOVERY (1986)
 KY3231
 KY3231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KY3231'THE STATION IS AT THE ST. CLAIRSVILLE/ALDERMAN AIRPORT LOCATED ABOUT
 KY3231'6 KM (4 MILES) SOUTHWEST OF ST. CLAIRSVILLE.
 KY3231'TO REACH THE AIRPORT FROM THE JUNCTION OF INTERSTATE 70 AND U.S.
 KY3231'HIGHWAY 40 (EXIT 213).  GO EAST ON HIGHWAY 40 FOR 0.1 KM (0.05 MILES)
 KY3231'TO THE JUNCTION WITH STATE HIGHWAY 331 AND BELMONT COUNTY ROUTE 82.
 KY3231'TURN RIGHT ON COUNTY ROUTE 82 AND GO SOUTH FOR 1.2 KM (0.75 MILE)
 KY3231'TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO 0.3 KM (0.2 MILE) TO THE
 KY3231'AIRPORT ADMINISTRATION BUILDING ON THE LEFT.
 KY3231'THE MARK IS A STANDARD DISK STAMPED ----ALDERMAN 1963---- SET IN THE
 KY3231'TOP OF 30-CM ROUND CONCRETE MONUMENT RECESSED 8 CM ( 3 INCHES).  IT
 KY3231'IS 9.4 METERS ( 31.0 FEET ) EAST-SOUTHEAST OF CENTER OF A CONCRETE
 KY3231'PAD, 7.6 METERS (25.0 FEET) WEST OF THE PAVED GRAVEL TAXIWAY AND
 KY3231'6.1 METERS (20.0 FEET) NORTHEAST OF NORTHEAST CORNER OF THE CONTROL
 KY3231'BUILDING.
 KY3231'DESCRIBED B.L. LAMBERT TYPED BY JAMES MALONEY 9/03/87.
 KY3231
 KY3231                          STATION RECOVERY (1987)
 KY3231
 KY3231'RECOVERED 1987
 KY3231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3514 ***********************************************************************
 KY3514  CBN         -  This is a Cooperative Base Network Control Station.
 KY3514  PACS        -  This is a Primary Airport Control Station.
 KY3514  DESIGNATION -  ALDERMAN AZ MK 2
 KY3514  PID         -  KY3514
 KY3514  STATE/COUNTY-  OH/BELMONT
 KY3514  USGS QUAD   -  ST CLAIRSVILLE (1985)
 KY3514
 KY3514                         *CURRENT SURVEY CONTROL
 KY3514  ___________________________________________________________________
 KY3514* NAD 83(1995)-  40 03 14.91211(N)    080 57 50.57124(W)     ADJUSTED  
 KY3514* NAVD 88     -       354.79   (meters)    1164.0    (feet)  GPS OBS   
 KY3514  ___________________________________________________________________
 KY3514  X           -     767,851.611 (meters)                     COMP
 KY3514  Y           -  -4,828,413.218 (meters)                     COMP
 KY3514  Z           -   4,082,795.511 (meters)                     COMP
 KY3514  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 KY3514  ELLIP HEIGHT-         320.96  (meters)          (03/08/05) GPS OBS
 KY3514  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY3514
 KY3514  HORZ ORDER  -  B
 KY3514  ELLP ORDER  -  FOURTH    CLASS II
 KY3514
 KY3514.This mark is at Alderman Airport (OI03)
 KY3514
 KY3514.The horizontal coordinates were established by GPS observations
 KY3514.and adjusted by the National Geodetic Survey in August 1996..
 KY3514
 KY3514.The orthometric height was determined by GPS observations and a
 KY3514.high-resolution geoid model.
 KY3514
 KY3514.GPS derived orthometric heights for airport stations designated as
 KY3514.PACS or SACS are published to 2 decimal places.  This maintains
 KY3514.centimeter relative accuracy between the PACS and SACS.  It does
 KY3514.not indicate centimeter accuracy relative to other marks which are
 KY3514.part of the NAVD 88 network.
 KY3514
 KY3514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3514
 KY3514.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3514
 KY3514.The ellipsoidal height was determined by GPS observations
 KY3514.and is referenced to NAD 83.
 KY3514
 KY3514.The geoid height was determined by GEOID03.
 KY3514
 KY3514;                    North         East     Units Scale Factor Converg.
 KY3514;SPC OH S     -   229,159.207   731,051.482   MT  1.00000418   +0 58 28.5
 KY3514;UTM  17      - 4,433,767.126   503,066.464   MT  0.99960012   +0 01 23.3
 KY3514
 KY3514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3514!SPC OH S     -   0.99994965  x   1.00000418  =   0.99995383
 KY3514!UTM  17      -   0.99994965  x   0.99960012  =   0.99954979
 KY3514
 KY3514:                Primary Azimuth Mark                     Grid Az
 KY3514:SPC OH S     -  ALDERMAN RM 1                            002 48 53.5
 KY3514:UTM  17      -  ALDERMAN RM 1                            003 45 58.7
 KY3514
 KY3514|---------------------------------------------------------------------|
 KY3514| PID    Reference Object                     Distance      Geod. Az  |
 KY3514|                                                           dddmmss.s |
 KY3514| AC8372 ALDERMAN RM 1                       APPROX. 0.6 KM 0034722.0 |
 KY3514|---------------------------------------------------------------------|
 KY3514
 KY3514                          SUPERSEDED SURVEY CONTROL
 KY3514
 KY3514  ELLIP H (08/20/96)  320.99   (m)                       GP(       ) 4 2
 KY3514  NAD 83(1986)-  40 03 14.91752(N)    080 57 50.57791(W) AD(       ) 3
 KY3514  NAD 27      -  40 03 14.67288(N)    080 57 51.23360(W) AD(       ) 3
 KY3514  NGVD 29 (02/23/89)  354.9    (m)         1164.     (f) GPS OBS        
 KY3514
 KY3514.Superseded values are not recommended for survey control.
 KY3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3514.See file dsdata.txt to determine how the superseded data were derived.
 KY3514
 KY3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0306633767(NAD 83)
 KY3514_MARKER: DZ = AZIMUTH MARK DISK
 KY3514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3514_SP_SET: CONCRETE POST
 KY3514_STAMPING: ALDERMAN 1963 NO 2 1986
 KY3514_MARK LOGO: NGS   
 KY3514_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY3514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3514+STABILITY: SURFACE MOTION
 KY3514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3514+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 KY3514
 KY3514  HISTORY     - Date     Condition        Report By
 KY3514  HISTORY     - 1986     MONUMENTED       NGS
 KY3514  HISTORY     - 19871008 GOOD
 KY3514  HISTORY     - 19950905 GOOD             NGS
 KY3514  HISTORY     - 19960606 GOOD             GEOONE
 KY3514
 KY3514                          STATION DESCRIPTION
 KY3514
 KY3514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KY3514'STATION IS LOCATED ABOUT 6.5 KM (4 MILES) SOUTHWEST OF ST CLAIRSVILLE
 KY3514'AT THE ST CLAIRSVILLE/ALDERMAN AIRPORT, AT THE JUNCTION OF TAXI AND
 KY3514'THE SINGLE RUNWAY.
 KY3514'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND US HIGHWAY 40
 KY3514'(EXIT 213), GO EAST ON HIGHWAY 40 FOR 0.1 KM (0.05 MILE) TO ITS JUNC-
 KY3514'TION WITH STATE HIGHWAY 331 AND COUNTY ROUTE 82.  TURN RIGHT, SOUTH,
 KY3514'ON ROUTE 82 FOR 1.2 KM (0.75 MILE) TO A PAVED ROAD RIGHT.  TURN
 KY3514'RIGHT FOR 0.3 KM (0.2 MILE) TO THE AIRPORT ADMINISTRATION BUILDING
 KY3514'ON THE LEFT.
 KY3514'AZIMUTH MARKS ARE STANDARD NGS AZIMUTH DISKS STAMPED ---ALDERMAN
 KY3514'1963 NO 2 1986 ----.  THE SURFACE DISK IS SET IN THE TOP OF A 30 CM
 KY3514'ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 37.6 METERS WEST OF
 KY3514'THE WEST EDGE OF THE RUNWAY,  10.7 METERS NORTH OF THE TAXI CENTER.
 KY3514'DESCRIBED BY D. A. CONNER,  TYPED BY JAMES MALONEY 9/03/87.
 KY3514
 KY3514                          STATION RECOVERY (1987)
 KY3514
 KY3514'RECOVERED 1987
 KY3514'RECOVERED IN GOOD CONDITION.
 KY3514
 KY3514                          STATION RECOVERY (1995)
 KY3514
 KY3514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3514'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTHWEST OF ST
 KY3514'CLAIRSVILLE, AT THE ST CLAIRSVILLE/ALDERMAN AIRPORT.  IN THE GRASS,
 KY3514'ALONG THE WEST SIDE OF A GRAVEL TRACK ROAD PARALLELING THE RUNWAY,
 KY3514'NEAR RUNWAY END 1, ABOUT 1.0 M (3.3 FT) WEST OF THE TRACK ROAD, ABOUT
 KY3514'9.0 M (29.5 FT) NORTH OF THE EXTENDED CENTER OF THE TRACK ROAD WHERE
 KY3514'IT TURNS TO THE EAST TO MEET THE RUNWAY.  OWNERSHIP--VIRGINIA
 KY3514'ALDERMAN, 67160 AIRPORT ROAD, ST CLAIRSVILLE, OHIO, 43950.  AIRPORT
 KY3514'MANAGER VIRGINIA ALDERMAN, PHONE 614-695-0908.  NOTE--THIS STATION WAS
 KY3514'SELECTED AS A (PACS) .  THE DESIGNATION WAS CHANGED FROM ALDERMAN AZ 2
 KY3514'TO ALDERMAN AZ MK 2, TO COINCIDE WITH THE STAMPING.  TO REACH THE
 KY3514'STATION FROM THE JUNCTION OF INTERSTATE 70 AND US HIGHWAY 40 (EXIT
 KY3514'213) , ABOUT 6.5 KM (4.05 MI) SOUTHWEST OF ST CLAIRSVILLE, GO EAST 0.1
 KY3514'KM (0.05 MI) ALONG HIGHWAY 40 TO THE JUNCTION WITH STATE HIGHWAY 331
 KY3514'AND BELMONT COUNTY ROUTE 82.  TURN RIGHT, SOUTH, 1.2 KM (0.75 MI)
 KY3514'ALONG ROUTE 82 TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST, 0.32 KM (0.20
 KY3514'MI) TO A TEE ROAD.  TURN LEFT, SOUTH, THEN EAST, 0.20 KM (0.10 MI)
 KY3514'AROUND HANGAR AND ALONG TAXI, TO THE AIRPORT OFFICE ON THE LEFT.
 KY3514'CONTINUE EAST 0.06 KM (0.05 MI) TO THE RUNWAY.  TURN RIGHT, SOUTH,
 KY3514'0.71 KM (0.45 MI) ALONG RUNWAY TO THE STATION ON THE RIGHT, ON THE
 KY3514'WEST SIDE OF THE TRACK ROAD.  STATION IS 45.4 M (148.9 FT) WEST OF THE
 KY3514'RUNWAY CENTER, 8.9 M (29.2 FT) NORTH OF THE EXTENDED GRAVEL TRACK ROAD
 KY3514'CENTER, 3.2 M (10.5 FT) WEST OF THE TRACK ROAD CENTER, 0.3 M (1.0 FT)
 KY3514'EAST OF A WITNESS POST, AND THE MONUMENT IS LEVEL WITH THE GRAVEL ROAD
 KY3514'AND FLUSH WITH THE GROUND SURFACE.
 KY3514
 KY3514                          STATION RECOVERY (1996)
 KY3514
 KY3514'RECOVERY NOTE BY GEOONE INCORPORATED 1996
 KY3514'RECOVERED AS DESCRIBED, STATION RECOVERED IN GOOD CONDITION, WITNESS
 KY3514'POST STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8372 ***********************************************************************
 AC8372  SACS        -  This is a Secondary Airport Control Station.
 AC8372  DESIGNATION -  ALDERMAN RM 1
 AC8372  PID         -  AC8372
 AC8372  STATE/COUNTY-  OH/BELMONT
 AC8372  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AC8372
 AC8372                         *CURRENT SURVEY CONTROL
 AC8372  ___________________________________________________________________
 AC8372* NAD 83(1995)-  40 03 35.64646(N)    080 57 48.78395(W)     ADJUSTED  
 AC8372* NAVD 88     -       361.29   (meters)    1185.3    (feet)  GPS OBS   
 AC8372  ___________________________________________________________________
 AC8372  X           -     767,829.588 (meters)                     COMP
 AC8372  Y           -  -4,828,005.013 (meters)                     COMP
 AC8372  Z           -   4,083,289.213 (meters)                     COMP
 AC8372  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AC8372  ELLIP HEIGHT-         327.47  (meters)          (10/07/05) GPS OBS
 AC8372  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AC8372
 AC8372  HORZ ORDER  -  FIRST
 AC8372  ELLP ORDER  -  FIFTH     CLASS I
 AC8372
 AC8372.This mark is at Alderman Airport (OI03)
 AC8372
 AC8372.The horizontal coordinates were established by GPS observations
 AC8372.and adjusted by the National Geodetic Survey in May 1997..
 AC8372
 AC8372.The orthometric height was determined by GPS observations and a
 AC8372.high-resolution geoid model.
 AC8372
 AC8372.GPS derived orthometric heights for airport stations designated as
 AC8372.PACS or SACS are published to 2 decimal places.  This maintains
 AC8372.centimeter relative accuracy between the PACS and SACS.  It does
 AC8372.not indicate centimeter accuracy relative to other marks which are
 AC8372.part of the NAVD 88 network.
 AC8372
 AC8372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8372
 AC8372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8372
 AC8372.The ellipsoidal height was determined by GPS observations
 AC8372.and is referenced to NAD 83.
 AC8372
 AC8372.The geoid height was determined by GEOID03.
 AC8372
 AC8372;                    North         East     Units Scale Factor Converg.
 AC8372;SPC OH S     -   229,799.353   731,082.957   MT  1.00000536   +0 58 29.7
 AC8372;UTM  17      - 4,434,406.403   503,108.547   MT  0.99960012   +0 01 24.4
 AC8372
 AC8372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8372!SPC OH S     -   0.99994863  x   1.00000536  =   0.99995399
 AC8372!UTM  17      -   0.99994863  x   0.99960012  =   0.99954877
 AC8372
 AC8372:                Primary Azimuth Mark                     Grid Az
 AC8372:SPC OH S     -  ALDERMAN AZ MK 2                         182 48 53.5
 AC8372:UTM  17      -  ALDERMAN AZ MK 2                         183 45 58.8
 AC8372
 AC8372|---------------------------------------------------------------------|
 AC8372| PID    Reference Object                     Distance      Geod. Az  |
 AC8372|                                                           dddmmss.s |
 AC8372| KY3514 ALDERMAN AZ MK 2                    APPROX. 0.6 KM 1834723.2 |
 AC8372|---------------------------------------------------------------------|
 AC8372
 AC8372                          SUPERSEDED SURVEY CONTROL
 AC8372
 AC8372  ELLIP H (05/15/97)  327.50   (m)                       GP(       ) 5 1
 AC8372
 AC8372.Superseded values are not recommended for survey control.
 AC8372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8372.See file dsdata.txt to determine how the superseded data were derived.
 AC8372
 AC8372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0310934406(NAD 83)
 AC8372_MARKER: DR = REFERENCE MARK DISK
 AC8372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8372_STAMPING: ALDERMAN NO 1 1963
 AC8372_MARK LOGO: NGS   
 AC8372_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8372+STABILITY: SURFACE MOTION
 AC8372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8372+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1995
 AC8372
 AC8372  HISTORY     - Date     Condition        Report By
 AC8372  HISTORY     - 1963     MONUMENTED       CGS
 AC8372  HISTORY     - 19950905 GOOD             NGS
 AC8372
 AC8372                          STATION DESCRIPTION
 AC8372
 AC8372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC8372'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTHWEST OF ST.
 AC8372'CLAIRSVILLE, AT THE ST.  CLAIRSVILLE / ALDERMAN AIRPORT.  IN THE
 AC8372'GRASS, NEAR THE NORTHEAST CORNER OF THE CONTROL TOWER BUILDING, NEAR
 AC8372'THE WEST EDGE OF AN ABANDONED TAXI.  OWNERSHIP--VIRGINIA ALDERMAN,
 AC8372'67160 AIRPORT ROAD, ST.  CLAIRSVILLE, OH.  43950.  AIRPORT MANAGER
 AC8372'VIRGINIA ALDERMAN, PHONE 614-695-0908.  NOTE--THIS STATION WAS
 AC8372'SELECTED AS A (SACS) .  TO REACH THE STATION FROM THE JUNCTION OF
 AC8372'INTERSTATE 70 AND U.S.  HIGHWAY 40 (EXIT 213) , ABOUT 6.5 KM (4.05 MI)
 AC8372'SOUTHWEST OF ST.  CLAIRSVILLE, GO EAST 0.1 KM (0.05 MI) ALONG HIGHWAY
 AC8372'40 TO THE JUNCTION WITH STATE HIGHWAY 331 AND BELMONT COUNTY ROUTE 82.
 AC8372'TURN RIGHT, SOUTH, 1.2 KM (0.75 MI) ALONG ROUTE 82 TO A PAVED ROAD
 AC8372'RIGHT.  TURN RIGHT, WEST, 0.32 KM (0.20 MI) TO A TEE ROAD.  TURN LEFT,
 AC8372'SOUTH, THEN EAST, 0.20 KM (0.10 MI) AROUND HANGAR AND ALONG TAXI, TO
 AC8372'THE AIRPORT OFFICE ON THE LEFT.  TURN RIGHT, SOUTH, 0.06 KM (0.05 MI)
 AC8372'TO THE CONTROL TOWER, AND THE STATION ON THE LEFT.  STATION IS 8.3 M
 AC8372'(27.2 FT) SOUTHEAST OF THE STATION MARK STAMPED (ALDERMAN 1963) , 8.1
 AC8372'M (26.6 FT) EAST OF THE NORTHEAST CORNER OF THE CONTROL TOWER BUILDING
 AC8372'AND WITNESS POST, 2.0 M (6.6 FT) WEST OF AN ABANDONED TAXI CENTER, AND
 AC8372'THE MONUMENT IS LEVEL WITH THE ABANDONED TAXI AND FLUSH WITH THE
 AC8372'GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3288 ***********************************************************************
 KY3288  DESIGNATION -  ALEXANDRIA
 KY3288  PID         -  KY3288
 KY3288  STATE/COUNTY-  OH/COLUMBIANA
 KY3288  USGS QUAD   -  HANOVERTON (1994)
 KY3288
 KY3288                         *CURRENT SURVEY CONTROL
 KY3288  ___________________________________________________________________
 KY3288* NAD 83(1995)-  40 47 13.39117(N)    080 59 38.72538(W)     ADJUSTED  
 KY3288* NAVD 88     -       403.45   (+/-2cm)    1323.7    (feet)  VERTCON   
 KY3288  ___________________________________________________________________
 KY3288  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 KY3288  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY3288
 KY3288  HORZ ORDER  -  SECOND
 KY3288  VERT ORDER  -  THIRD ? (See Below)
 KY3288
 KY3288.The horizontal coordinates were established by classical geodetic methods
 KY3288.and adjusted by the National Geodetic Survey in April 1998..
 KY3288
 KY3288.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3288.The vertical order pertains to the NGVD 29 superseded value.
 KY3288
 KY3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3288
 KY3288.The geoid height was determined by GEOID03.
 KY3288
 KY3288;                    North         East     Units Scale Factor Converg.
 KY3288;SPC OH N     -   125,511.534   727,094.348   MT  0.99995107   +0 59 21.5
 KY3288;UTM  17      - 4,515,118.391   500,498.604   MT  0.99960000   +0 00 13.9
 KY3288
 KY3288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3288!SPC OH N     -   0.99994200  x   0.99995107  =   0.99989307
 KY3288!UTM  17      -   0.99994200  x   0.99960000  =   0.99954202
 KY3288
 KY3288|---------------------------------------------------------------------|
 KY3288| PID    Reference Object                     Distance      Geod. Az  |
 KY3288|                                                           dddmmss.s |
 KY3288| CX3125 ALEXANDRIA RM 1                      31.394 METERS 04239     |
 KY3288| CX3124 ALEXANDRIA AZ MK                                   0813925.3 |
 KY3288| CX3126 ALEXANDRIA RM 2                      31.860 METERS 13924     |
 KY3288|---------------------------------------------------------------------|
 KY3288
 KY3288                          SUPERSEDED SURVEY CONTROL
 KY3288
 KY3288  NAD 83(1986)-  40 47 13.39638(N)    080 59 38.72933(W) AD(       ) 2
 KY3288  NAD 27      -  40 47 13.18600(N)    080 59 39.40500(W) AD(       ) 2
 KY3288  NGVD 29 (07/19/86)  403.61   (m)         1324.2    (f) LEVELING    3  
 KY3288
 KY3288.Superseded values are not recommended for survey control.
 KY3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3288.See file dsdata.txt to determine how the superseded data were derived.
 KY3288
 KY3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0049915118(NAD 83)
 KY3288_MARKER: DS = TRIANGULATION STATION DISK
 KY3288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3288
 KY3288  HISTORY     - Date     Condition        Report By
 KY3288  HISTORY     - 1950     MONUMENTED       CGS
 KY3288
 KY3288                          STATION DESCRIPTION
 KY3288
 KY3288'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3288'THE STATION IS LOCATED ABOUT 0.15 MILE SOUTH OF THE SMALL
 KY3288'SETTLEMENT OF NEW ALEXANDRIA ON THE WEST SIDE OF A NORTH-SOUTH
 KY3288'SURFACED ROAD AND IN THE SOUTHEAST CORNER OF THE CEMETERY.  IT IS 44
 KY3288'FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD AND 2-1/2 FEET
 KY3288'SOUTHWEST OF WITNESS POST.  IT IS STAMPED ALEXANDRIA 1950 AND
 KY3288'PROJECTS 4 INCHES.
 KY3288'
 KY3288'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN THE WEST
 KY3288'EDGE OF WHEAT FIELD AND 25 FEET EAST OF THE CENTER OF NORTH-SOUTH
 KY3288'ROAD.  IT IS STAMPED ALEXANDRIA NO 2 1950 AND PROJECTS 2 INCHES.
 KY3288'
 KY3288'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST-NORTHEAST OF THE STATION,
 KY3288'30 FEET NORTH OF THE CENTER OF STATE ROUTE 172 AND 2 FEET
 KY3288'SOUTHWEST OF WITNESS POST, SET IN THE SOUTHEAST CORNER OF CULTIVATED
 KY3288'FIELD.  IT IS STAMPED ALEXANDRIA 1950 AND PROJECTS 3 INCHES.
 KY3288'
 KY3288'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 80 AND 172
 KY3288'IN NEW FRANKLIN (ABOUT 8 1/2 MILES SOUTH OF ALLIANCE), GO EAST ON
 KY3288'STATE ROUTE 172 FOR 5.1 MILES TO CROSSROAD IN NEW
 KY3288'ALEXANDRIA, (CONTINUE EAST ON STATE ROUTE 172 FOR 0.4 MILE TO THE
 KY3288'AZIMUTH MARK ON THE NORTH SIDE AS DESCRIBED), TURN RIGHT AND GO
 KY3288'SOUTH ON SURFACED ROAD FOR 0.15 MILE TO THE SOUTHEAST CORNER OF
 KY3288'CEMETERY ON THE WEST SIDE AND STATION AS DESCRIBED.
 KY3288'
 KY3288'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2099 ***********************************************************************
 KZ2099  DESIGNATION -  ALGER MUNICIPAL TANK
 KZ2099  PID         -  KZ2099
 KZ2099  STATE/COUNTY-  OH/HARDIN
 KZ2099  USGS QUAD   -  ALGER (1961)
 KZ2099
 KZ2099                         *CURRENT SURVEY CONTROL
 KZ2099  ___________________________________________________________________
 KZ2099* NAD 83(1995)-  40 42 47.17977(N)    083 50 46.49685(W)     ADJUSTED  
 KZ2099* NAVD 88     -                                                        
 KZ2099  ___________________________________________________________________
 KZ2099  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 KZ2099  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 KZ2099
 KZ2099  HORZ ORDER  -  THIRD
 KZ2099
 KZ2099.The horizontal coordinates were established by classical geodetic methods
 KZ2099.and adjusted by the National Geodetic Survey in April 1998..
 KZ2099
 KZ2099
 KZ2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2099
 KZ2099.The geoid height was determined by GEOID03.
 KZ2099
 KZ2099;                    North         East     Units Scale Factor Converg.
 KZ2099;SPC OH N     -   117,080.738   486,252.648   MT  0.99995818   -0 53 03.9
 KZ2099;UTM  17      - 4,510,806.748   259,576.233   MT  1.00031154   -1 51 26.7
 KZ2099
 KZ2099                          SUPERSEDED SURVEY CONTROL
 KZ2099
 KZ2099  NAD 83(1986)-  40 42 47.18895(N)    083 50 46.51026(W) AD(       ) 4
 KZ2099  NAD 27      -  40 42 47.00000(N)    083 50 46.74000(W) AD(       ) 3
 KZ2099
 KZ2099.Superseded values are not recommended for survey control.
 KZ2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2099.See file dsdata.txt to determine how the superseded data were derived.
 KZ2099
 KZ2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5957610807(NAD 83)
 KZ2099
 KZ2099  HISTORY     - Date     Condition        Report By
 KZ2099  HISTORY     - 1943     MONUMENTED       CGS
 KZ2099  HISTORY     - 1964     GOOD             CGS
 KZ2099
 KZ2099                          STATION DESCRIPTION
 KZ2099
 KZ2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2099'STATION IS LOCATED IN THE N PART OF ALGER ON THE N SIDE
 KZ2099'OF NORTH STREET,
 KZ2099'0.15 MILE W OF STATE HIGHWAY 69.  IT IS A 4-LEGGED
 KZ2099'STEEL STRUCTURE ABOUT 125 FEET
 KZ2099'HIGH, PAINTED SILVER WITH THE LEGEND
 KZ2099'ALGER PAINTED IN LARGE BLACK LETTERS ON THE E AND
 KZ2099'W SIDES OF THE
 KZ2099'TANK.  THE POINT OBSERVED ON WAS THE SMALL BALL ON TOP OF THE TANK.
 KZ2099'
 KZ2099'THIS IS AN INTERSECTION STATION.
 KZ2099
 KZ2099                          STATION RECOVERY (1964)
 KZ2099
 KZ2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 KZ2099'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2262 ***********************************************************************
 KZ2262  DESIGNATION -  ALL 30 00.07
 KZ2262  PID         -  KZ2262
 KZ2262  STATE/COUNTY-  OH/ALLEN
 KZ2262  USGS QUAD   -  BEAVERDAM (1988)
 KZ2262
 KZ2262                         *CURRENT SURVEY CONTROL
 KZ2262  ___________________________________________________________________
 KZ2262* NAD 83(1995)-  40 49 59.76663(N)    083 57 40.09464(W)     ADJUSTED  
 KZ2262* NAVD 88     -       267.128  (meters)     876.40   (feet)  ADJUSTED  
 KZ2262  ___________________________________________________________________
 KZ2262  X           -     508,434.943 (meters)                     COMP
 KZ2262  Y           -  -4,806,074.934 (meters)                     COMP
 KZ2262  Z           -   4,148,583.148 (meters)                     COMP
 KZ2262  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 KZ2262  ELLIP HEIGHT-         232.07  (meters)          (10/07/05) GPS OBS
 KZ2262  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 KZ2262  DYNAMIC HT  -         266.996 (meters)     875.97  (feet)  COMP
 KZ2262  MODELED GRAV-     980,124.0   (mgal)                       NAVD 88
 KZ2262
 KZ2262  HORZ ORDER  -  FIRST
 KZ2262  VERT ORDER  -  FIRST     CLASS II
 KZ2262  ELLP ORDER  -  FOURTH    CLASS I
 KZ2262
 KZ2262.The horizontal coordinates were established by GPS observations
 KZ2262.and adjusted by the National Geodetic Survey in April 1998..
 KZ2262
 KZ2262.The orthometric height was determined by differential leveling
 KZ2262.and adjusted by the National Geodetic Survey in January 1994..
 KZ2262
 KZ2262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2262
 KZ2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2262
 KZ2262.The ellipsoidal height was determined by GPS observations
 KZ2262.and is referenced to NAD 83.
 KZ2262
 KZ2262.The geoid height was determined by GEOID03.
 KZ2262
 KZ2262.The dynamic height is computed by dividing the NAVD 88
 KZ2262.geopotential number by the normal gravity value computed on the
 KZ2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ2262.degrees latitude (g = 980.6199 gals.).
 KZ2262
 KZ2262.The modeled gravity was interpolated from observed gravity values.
 KZ2262
 KZ2262;                    North         East     Units Scale Factor Converg.
 KZ2262;SPC OH N     -   130,578.510   476,769.910   MT  0.99994747   -0 57 35.6
 KZ2262;UTM  17      - 4,524,469.226   250,320.995   MT  1.00036736   -1 56 13.8
 KZ2262;UTM  16      - 4,524,693.835   756,233.575   MT  1.00040819   +1 59 17.1
 KZ2262
 KZ2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2262!SPC OH N     -   0.99996360  x   0.99994747  =   0.99991107
 KZ2262!UTM  17      -   0.99996360  x   1.00036736  =   1.00033094
 KZ2262!UTM  16      -   0.99996360  x   1.00040819  =   1.00037177
 KZ2262
 KZ2262                          SUPERSEDED SURVEY CONTROL
 KZ2262
 KZ2262  ELLIP H (04/01/98)  232.09   (m)                       GP(       ) 4 1
 KZ2262  NAD 83(1986)-  40 49 59.77625(N)    083 57 40.10941(W) AD(       ) 1
 KZ2262  NGVD 29 (07/23/91)  267.3    (m)          877.     (f) GPS OBS        
 KZ2262
 KZ2262.Superseded values are not recommended for survey control.
 KZ2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2262.See file dsdata.txt to determine how the superseded data were derived.
 KZ2262
 KZ2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5032124469(NAD 83)
 KZ2262_MARKER: DD = SURVEY DISK
 KZ2262_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KZ2262_SP_SET: OVERPASS ABUTMENT
 KZ2262_STAMPING: ALL. 30 00.07
 KZ2262_MARK LOGO: OHDT  
 KZ2262_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2262+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1993
 KZ2262
 KZ2262  HISTORY     - Date     Condition        Report By
 KZ2262  HISTORY     - 1990     MONUMENTED       OHDT
 KZ2262  HISTORY     - 19930712 GOOD             NGS
 KZ2262
 KZ2262                          STATION DESCRIPTION
 KZ2262
 KZ2262'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 KZ2262'STATION IS LOCATED NEAR BEAVERDAM AT INTERSTATE 75 AND US 30
 KZ2262'CONNECTOR, IN THE SOUTHEAST QUARTER OF SECTION 29, T 2 S, R 8 E,
 KZ2262'RICHLAND TWP., IN THE US 30 CONNECTOR BRIDGE OVER I-75.
 KZ2262'MARK IS SET IN THE NORTHEAST ABUTMENT OF BRIDGE (LINCOLN HWY.), 31 FT
 KZ2262'(9.4 M) NORTH OF CENTERLINE, AND 1.0 FT (0.3 M) SOUTH OF AN ORANGE
 KZ2262'FIBERGLASS WITNESS POST.
 KZ2262
 KZ2262                          STATION RECOVERY (1993)
 KZ2262
 KZ2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 KZ2262'16.5 KM (10.25 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 KZ2262'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), IN TOP OF AND 0.3 M
 KZ2262'(1.0 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF U.S.
 KZ2262'HIGHWAY 30 OVERPASS OF THE INTERSTATE HIGHWAY, 18.3 M (60.0 FT) EAST
 KZ2262'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE INTERSTATE HIGHWAY,
 KZ2262'AND 5.8 M (19.0 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF U.S.
 KZ2262'HIGHWAY 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2471 ***********************************************************************
 LA2471  DESIGNATION -  ALL 30 1280
 LA2471  PID         -  LA2471
 LA2471  STATE/COUNTY-  OH/ALLEN
 LA2471  USGS QUAD   -  CAIRO (1983)
 LA2471
 LA2471                         *CURRENT SURVEY CONTROL
 LA2471  ___________________________________________________________________
 LA2471* NAD 83(1995)-  40 49 28.48057(N)    084 05 31.84302(W)     ADJUSTED  
 LA2471* NAVD 88     -       248.1    (meters)     814.     (feet)  VERTCON   
 LA2471  ___________________________________________________________________
 LA2471  X           -     497,505.132 (meters)                     COMP
 LA2471  Y           -  -4,807,838.729 (meters)                     COMP
 LA2471  Z           -   4,147,840.599 (meters)                     COMP
 LA2471  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 LA2471  ELLIP HEIGHT-         213.30  (meters)          (10/07/05) GPS OBS
 LA2471  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 LA2471
 LA2471  HORZ ORDER  -  FIRST
 LA2471  ELLP ORDER  -  FOURTH    CLASS I
 LA2471
 LA2471.The horizontal coordinates were established by GPS observations
 LA2471.and adjusted by the National Geodetic Survey in April 1998..
 LA2471
 LA2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2471
 LA2471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2471
 LA2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2471
 LA2471.The ellipsoidal height was determined by GPS observations
 LA2471.and is referenced to NAD 83.
 LA2471
 LA2471.The geoid height was determined by GEOID03.
 LA2471
 LA2471;                    North         East     Units Scale Factor Converg.
 LA2471;SPC OH N     -   129,807.085   465,701.655   MT  0.99994810   -1 02 45.5
 LA2471;UTM  16      - 4,523,353.636   745,214.946   MT  1.00034017   +1 54 06.9
 LA2471
 LA2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2471!SPC OH N     -   0.99996654  x   0.99994810  =   0.99991464
 LA2471!UTM  16      -   0.99996654  x   1.00034017  =   1.00030670
 LA2471
 LA2471:                Primary Azimuth Mark                     Grid Az
 LA2471:SPC OH N     -  ALL 30 1328                              090 49 25.9
 LA2471:UTM  16      -  ALL 30 1328                              087 52 33.5
 LA2471
 LA2471|---------------------------------------------------------------------|
 LA2471| PID    Reference Object                     Distance      Geod. Az  |
 LA2471|                                                           dddmmss.s |
 LA2471| LA2472 ALL 30 1328                         APPROX. 0.8 KM 0894640.4 |
 LA2471|---------------------------------------------------------------------|
 LA2471
 LA2471                          SUPERSEDED SURVEY CONTROL
 LA2471
 LA2471  ELLIP H (04/01/98)  213.31   (m)                       GP(       ) 4 1
 LA2471  NAD 83(1986)-  40 49 28.49043(N)    084 05 31.85876(W) AD(       ) 1
 LA2471  NGVD 29 (07/23/91)  248.3    (m)          815.     (f) GPS OBS        
 LA2471
 LA2471.Superseded values are not recommended for survey control.
 LA2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2471.See file dsdata.txt to determine how the superseded data were derived.
 LA2471
 LA2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4521523354(NAD 83)
 LA2471_MARKER: DH = HORIZONTAL CONTROL DISK
 LA2471_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2471_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2471_STAMPING: ALL 30 1280
 LA2471_MARK LOGO: OHDT  
 LA2471_PROJECTION: FLUSH
 LA2471_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LA2471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2471+SATELLITE: SATELLITE OBSERVATIONS - 1990
 LA2471_ROD/PIPE-DEPTH: 7.7  meters
 LA2471_SLEEVE-DEPTH  : 1.0 meters
 LA2471
 LA2471  HISTORY     - Date     Condition        Report By
 LA2471  HISTORY     - 1990     MONUMENTED       OHDT
 LA2471
 LA2471                          STATION DESCRIPTION
 LA2471
 LA2471'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 LA2471'STATION IS LOCATED 4.5 MI (7.2 KM) NORTH OF LIMA, 0.5 MI (0.8 KM)
 LA2471'SOUTH OF CAIRO, IN THE NORTHWEST QUARTER OF SECTION 32, T 2 S, R 7 E,
 LA2471'MONROE TWP., AND AT THE JUNCTION OF US 30 AND STATE ROUTE 65.
 LA2471'TO REACH FROM CAIRO GO 0.5 MI (0.8 KM) SOUTH ON STATE ROUTE 65 TO US
 LA2471'30 AND THE STATION IN THE NORTHEAST INFIELD OF CLOVERLEAF.
 LA2471'MARK IS 79 FT (24.1 M) NORTH OF US 30 WESTBOUND CENTERLINE, 177 FT
 LA2471'(53.9 M) SOUTHWEST OF RAMP EDGE OF PAVEMENT, 312.5 FT (95.3 M) EAST
 LA2471'OF A TELEPHONE POLE, 482.5 FT (147.1 M) EAST OF NORTHEAST BRIDGE
 LA2471'PIER, 670 FT (204.2 M) WEST OF POINT WHERE US 30 AND EXIT RAMP
 LA2471'SEPARATE, AND 1.0 FT (0.3 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS
 LA2471'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2472 ***********************************************************************
 LA2472  DESIGNATION -  ALL 30 1328
 LA2472  PID         -  LA2472
 LA2472  STATE/COUNTY-  OH/ALLEN
 LA2472  USGS QUAD   -  CAIRO (1983)
 LA2472
 LA2472                         *CURRENT SURVEY CONTROL
 LA2472  ___________________________________________________________________
 LA2472* NAD 83(1995)-  40 49 28.57881(N)    084 04 58.01287(W)     ADJUSTED  
 LA2472* NAVD 88     -       252.4    (meters)     828.     (feet)  VERTCON   
 LA2472  ___________________________________________________________________
 LA2472  X           -     498,293.803 (meters)                     COMP
 LA2472  Y           -  -4,807,758.310 (meters)                     COMP
 LA2472  Z           -   4,147,845.683 (meters)                     COMP
 LA2472  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 LA2472  ELLIP HEIGHT-         217.57  (meters)          (10/07/05) GPS OBS
 LA2472  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 LA2472
 LA2472  HORZ ORDER  -  FIRST
 LA2472  ELLP ORDER  -  FOURTH    CLASS I
 LA2472
 LA2472.The horizontal coordinates were established by GPS observations
 LA2472.and adjusted by the National Geodetic Survey in April 1998..
 LA2472
 LA2472.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2472
 LA2472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2472
 LA2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2472
 LA2472.The ellipsoidal height was determined by GPS observations
 LA2472.and is referenced to NAD 83.
 LA2472
 LA2472.The geoid height was determined by GEOID03.
 LA2472
 LA2472;                    North         East     Units Scale Factor Converg.
 LA2472;SPC OH N     -   129,795.687   466,494.271   MT  0.99994810   -1 02 23.3
 LA2472;UTM  16      - 4,523,383.028   746,007.411   MT  1.00034496   +1 54 29.1
 LA2472;UTM  17      - 4,523,861.447   240,028.855   MT  1.00043194   -2 00 59.3
 LA2472
 LA2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2472!SPC OH N     -   0.99996587  x   0.99994810  =   0.99991397
 LA2472!UTM  16      -   0.99996587  x   1.00034496  =   1.00031082
 LA2472!UTM  17      -   0.99996587  x   1.00043194  =   1.00039780
 LA2472
 LA2472:                Primary Azimuth Mark                     Grid Az
 LA2472:SPC OH N     -  ALL 30 1280                              270 49 25.9
 LA2472:UTM  16      -  ALL 30 1280                              267 52 33.5
 LA2472:UTM  17      -  ALL 30 1280                              271 48 01.9
 LA2472
 LA2472|---------------------------------------------------------------------|
 LA2472| PID    Reference Object                     Distance      Geod. Az  |
 LA2472|                                                           dddmmss.s |
 LA2472| LA2471 ALL 30 1280                         APPROX. 0.8 KM 2694702.6 |
 LA2472|---------------------------------------------------------------------|
 LA2472
 LA2472                          SUPERSEDED SURVEY CONTROL
 LA2472
 LA2472  ELLIP H (04/01/98)  217.59   (m)                       GP(       ) 4 1
 LA2472  NAD 83(1986)-  40 49 28.58868(N)    084 04 58.02847(W) AD(       ) 1
 LA2472  NGVD 29 (07/23/91)  252.6    (m)          829.     (f) GPS OBS        
 LA2472
 LA2472.Superseded values are not recommended for survey control.
 LA2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2472.See file dsdata.txt to determine how the superseded data were derived.
 LA2472
 LA2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4600723383(NAD 83)
 LA2472_MARKER: DH = HORIZONTAL CONTROL DISK
 LA2472_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2472_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2472_STAMPING: ALL 30 1328
 LA2472_MARK LOGO: OHDT  
 LA2472_PROJECTION: FLUSH
 LA2472_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LA2472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2472+SATELLITE: SATELLITE OBSERVATIONS - 1990
 LA2472_ROD/PIPE-DEPTH: 12.6 meters
 LA2472_SLEEVE-DEPTH  : 1.0 meters
 LA2472
 LA2472  HISTORY     - Date     Condition        Report By
 LA2472  HISTORY     - 1990     MONUMENTED       OHDT
 LA2472
 LA2472                          STATION DESCRIPTION
 LA2472
 LA2472'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 LA2472'STATION IS LOCATED 4.5 MI (7.2 KM) NORTH OF LIMA, 0.5 MI (0.8 KM)
 LA2472'SOUTH OF CAIRO, IN NORTHWEST QUARTER OF SECTION 32, T 2 S, R 7 E,
 LA2472'MONROE TWP., ON FOUR LANE US 30 HIGHWAY R/W.
 LA2472'TO REACH FROM THE JUNCTION OF US 30 AND STATE ROUTE 65 JUST SOUTH OF
 LA2472'CAIRO, GO EAST ON US 30 0.5 MI (0.8 KM) TO MARK ON LEFT.
 LA2472'MARK IS 113 FT (34.4 M) NORTH OF US 30 MEDIAN CENTERLINE, 59 FT
 LA2472'(18.0 M) EAST OF EAST RAIL OF MAIN TRACK, 3 FT (0.9 M) EAST OF R/W
 LA2472'FENCE, 42 FT (12.8 M) SOUTH OF NORTH R/W FENCE, AND 1.0 FT (0.3 M)
 LA2472'NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2412 ***********************************************************************
 KZ2412  DESIGNATION -  ALL 30 18.92
 KZ2412  PID         -  KZ2412
 KZ2412  STATE/COUNTY-  OH/ALLEN
 KZ2412  USGS QUAD   -  BEAVERDAM (1988)
 KZ2412
 KZ2412                         *CURRENT SURVEY CONTROL
 KZ2412  ___________________________________________________________________
 KZ2412* NAD 83(1986)-  40 49 30.     (N)    083 58 32.     (W)     SCALED    
 KZ2412* NAVD 88     -       269.291  (meters)     883.50   (feet)  ADJUSTED  
 KZ2412  ___________________________________________________________________
 KZ2412  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 KZ2412  DYNAMIC HT  -         269.158 (meters)     883.06  (feet)  COMP
 KZ2412  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 KZ2412
 KZ2412  VERT ORDER  -  FIRST     CLASS II
 KZ2412
 KZ2412.The horizontal coordinates were scaled from a topographic map and have
 KZ2412.an estimated accuracy of +/- 6 seconds.
 KZ2412
 KZ2412.The orthometric height was determined by differential leveling
 KZ2412.and adjusted by the National Geodetic Survey in January 1994..
 KZ2412
 KZ2412.The geoid height was determined by GEOID03.
 KZ2412
 KZ2412.The dynamic height is computed by dividing the NAVD 88
 KZ2412.geopotential number by the normal gravity value computed on the
 KZ2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ2412.degrees latitude (g = 980.6199 gals.).
 KZ2412
 KZ2412.The modeled gravity was interpolated from observed gravity values.
 KZ2412
 KZ2412;                    North         East    Units  Estimated Accuracy
 KZ2412;SPC OH N     -   129,680.      475,540.      MT  (+/- 180 meters Scaled)
 KZ2412
 KZ2412                          SUPERSEDED SURVEY CONTROL
 KZ2412
 KZ2412.No superseded survey control is available for this station.
 KZ2412
 KZ2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF490235(NAD 83)
 KZ2412_MARKER: DD = SURVEY DISK
 KZ2412_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KZ2412_SP_SET: ABUTMENT
 KZ2412_STAMPING: ALL. 30 18.92
 KZ2412_MARK LOGO: OHDT  
 KZ2412_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ2412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ2412+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1993
 KZ2412
 KZ2412  HISTORY     - Date     Condition        Report By
 KZ2412  HISTORY     - UNK      MONUMENTED       OHDT
 KZ2412  HISTORY     - 19930712 GOOD             NGS
 KZ2412
 KZ2412                          STATION DESCRIPTION
 KZ2412
 KZ2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 KZ2412'13.7 KM (8.50 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 KZ2412'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), THENCE 1.1 KM (0.70
 KZ2412'MI) EASTERLY ALONG U.S. HIGHWAY 30, IN TOP OF AND 0.1 M (0.3 FT)
 KZ2412'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE WESTBOUND
 KZ2412'HIGHWAY OVERPASS OF NAPOLEON ROAD, 17.1 M (56.1 FT) EAST OF THE
 KZ2412'CENTERLINE OF THE ROAD, 6.5 M (21.3 FT) NORTH OF THE CENTERLINE OF
 KZ2412'THE WESTBOUND LANES OF THE HIGHWAY, AND 1.3 M (4.3 FT) BELOW THE
 KZ2412'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2413 ***********************************************************************
 KZ2413  DESIGNATION -  ALL 30 19.68
 KZ2413  PID         -  KZ2413
 KZ2413  STATE/COUNTY-  OH/ALLEN
 KZ2413  USGS QUAD   -  BEAVERDAM (1988)
 KZ2413
 KZ2413                         *CURRENT SURVEY CONTROL
 KZ2413  ___________________________________________________________________
 KZ2413* NAD 83(1986)-  40 49 34.     (N)    083 57 41.     (W)     SCALED    
 KZ2413* NAVD 88     -       268.438  (meters)     880.70   (feet)  ADJUSTED  
 KZ2413  ___________________________________________________________________
 KZ2413  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 KZ2413  DYNAMIC HT  -         268.305 (meters)     880.26  (feet)  COMP
 KZ2413  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 KZ2413
 KZ2413  VERT ORDER  -  FIRST     CLASS II
 KZ2413
 KZ2413.The horizontal coordinates were scaled from a topographic map and have
 KZ2413.an estimated accuracy of +/- 6 seconds.
 KZ2413
 KZ2413.The orthometric height was determined by differential leveling
 KZ2413.and adjusted by the National Geodetic Survey in January 1994..
 KZ2413
 KZ2413.The geoid height was determined by GEOID03.
 KZ2413
 KZ2413.The dynamic height is computed by dividing the NAVD 88
 KZ2413.geopotential number by the normal gravity value computed on the
 KZ2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ2413.degrees latitude (g = 980.6199 gals.).
 KZ2413
 KZ2413.The modeled gravity was interpolated from observed gravity values.
 KZ2413
 KZ2413;                    North         East    Units  Estimated Accuracy
 KZ2413;SPC OH N     -   129,780.      476,740.      MT  (+/- 180 meters Scaled)
 KZ2413
 KZ2413                          SUPERSEDED SURVEY CONTROL
 KZ2413
 KZ2413.No superseded survey control is available for this station.
 KZ2413
 KZ2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF502236(NAD 83)
 KZ2413_MARKER: I = METAL ROD
 KZ2413_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 KZ2413_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 KZ2413_STAMPING: ALL. 30 19.68
 KZ2413_MARK LOGO: OHDT  
 KZ2413_PROJECTION: PROJECTING 3 CENTIMETERS
 KZ2413_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ2413+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1993
 KZ2413_ROD/PIPE-DEPTH: 6.1  meters
 KZ2413_SLEEVE-DEPTH  : 0.9 meters
 KZ2413
 KZ2413  HISTORY     - Date     Condition        Report By
 KZ2413  HISTORY     - UNK      MONUMENTED       OHDT
 KZ2413  HISTORY     - 19930712 GOOD             NGS
 KZ2413
 KZ2413                          STATION DESCRIPTION
 KZ2413
 KZ2413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 KZ2413'13.7 KM (8.50 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 KZ2413'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), THENCE 2.3 KM (1.40
 KZ2413'MI) EASTERLY ALONG U.S. HIGHWAY 30, 13.5 M (44.3 FT) NORTHWEST OF
 KZ2413'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 11.9 M (39.0
 KZ2413'FT) SOUTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 KZ2413'HIGHWAY, 1.9 M (6.2 FT) WEST OF THE EAST COLUMN OF THE CENTER PIER OF
 KZ2413'THE RUPERT ROAD OVERPASS OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF
 KZ2413'A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 KZ2413'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 KZ2413'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2414 ***********************************************************************
 KZ2414  DESIGNATION -  ALL 30 20.30
 KZ2414  PID         -  KZ2414
 KZ2414  STATE/COUNTY-  OH/ALLEN
 KZ2414  USGS QUAD   -  BEAVERDAM (1988)
 KZ2414
 KZ2414                         *CURRENT SURVEY CONTROL
 KZ2414  ___________________________________________________________________
 KZ2414* NAD 83(1986)-  40 50 00.     (N)    083 57 15.     (W)     SCALED    
 KZ2414* NAVD 88     -       262.867  (meters)     862.42   (feet)  ADJUSTED  
 KZ2414  ___________________________________________________________________
 KZ2414  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 KZ2414  DYNAMIC HT  -         262.737 (meters)     862.00  (feet)  COMP
 KZ2414  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 KZ2414
 KZ2414  VERT ORDER  -  FIRST     CLASS II
 KZ2414
 KZ2414.The horizontal coordinates were scaled from a topographic map and have
 KZ2414.an estimated accuracy of +/- 6 seconds.
 KZ2414
 KZ2414.The orthometric height was determined by differential leveling
 KZ2414.and adjusted by the National Geodetic Survey in January 1994..
 KZ2414
 KZ2414.The geoid height was determined by GEOID03.
 KZ2414
 KZ2414.The dynamic height is computed by dividing the NAVD 88
 KZ2414.geopotential number by the normal gravity value computed on the
 KZ2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ2414.degrees latitude (g = 980.6199 gals.).
 KZ2414
 KZ2414.The modeled gravity was interpolated from observed gravity values.
 KZ2414
 KZ2414;                    North         East    Units  Estimated Accuracy
 KZ2414;SPC OH N     -   130,580.      477,360.      MT  (+/- 180 meters Scaled)
 KZ2414
 KZ2414                          SUPERSEDED SURVEY CONTROL
 KZ2414
 KZ2414.No superseded survey control is available for this station.
 KZ2414
 KZ2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF509244(NAD 83)
 KZ2414_MARKER: I = METAL ROD
 KZ2414_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 KZ2414_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 KZ2414_STAMPING: ALL. 30 20.30
 KZ2414_MARK LOGO: OHDT  
 KZ2414_PROJECTION: FLUSH
 KZ2414_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ2414+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1993
 KZ2414_ROD/PIPE-DEPTH: 6.1  meters
 KZ2414_SLEEVE-DEPTH  : 0.9 meters
 KZ2414
 KZ2414  HISTORY     - Date     Condition        Report By
 KZ2414  HISTORY     - UNK      MONUMENTED       OHDT
 KZ2414  HISTORY     - 19930712 GOOD             NGS
 KZ2414
 KZ2414                          STATION DESCRIPTION
 KZ2414
 KZ2414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 KZ2414'13.7 KM (8.50 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 KZ2414'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), THENCE 3.3 KM (2.05
 KZ2414'MI) EASTERLY ALONG U.S. HIGHWAY 30, 8.1 M (26.6 FT) SOUTH OF THE
 KZ2414'CENTER OF U.S. HIGHWAY 30, 5.0 M (16.4 FT) BELOW THE LEVEL OF THE
 KZ2414'HIGHWAY, 2.5 M (8.2 FT) NORTHEAST OF THE MOST SOUTHERLY COLUMN OF THE
 KZ2414'CENTER PIER OF A BRIDGE, 1.7 M (5.6 FT) SOUTH-SOUTHEAST OF A COLUMN,
 KZ2414'AND 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE
 KZ2414'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 KZ2414'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2473 ***********************************************************************
 LA2473  DESIGNATION -  ALL 75 00.40
 LA2473  PID         -  LA2473
 LA2473  STATE/COUNTY-  OH/ALLEN
 LA2473  USGS QUAD   -  CRIDERSVILLE (1983)
 LA2473
 LA2473                         *CURRENT SURVEY CONTROL
 LA2473  ___________________________________________________________________
 LA2473* NAD 83(1995)-  40 39 48.53325(N)    084 07 54.11766(W)     ADJUSTED  
 LA2473* NAVD 88     -       272.589  (meters)     894.32   (feet)  ADJUSTED  
 LA2473  ___________________________________________________________________
 LA2473  X           -     495,384.503 (meters)                     COMP
 LA2473  Y           -  -4,819,814.990 (meters)                     COMP
 LA2473  Z           -   4,134,302.677 (meters)                     COMP
 LA2473  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 LA2473  ELLIP HEIGHT-         238.28  (meters)          (10/07/05) GPS OBS
 LA2473  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 LA2473  DYNAMIC HT  -         272.453 (meters)     893.87  (feet)  COMP
 LA2473  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 LA2473
 LA2473  HORZ ORDER  -  FIRST
 LA2473  VERT ORDER  -  FIRST     CLASS II
 LA2473  ELLP ORDER  -  FOURTH    CLASS I
 LA2473
 LA2473.The horizontal coordinates were established by GPS observations
 LA2473.and adjusted by the National Geodetic Survey in April 1998..
 LA2473
 LA2473.The orthometric height was determined by differential leveling
 LA2473.and adjusted by the National Geodetic Survey in January 1994..
 LA2473
 LA2473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2473
 LA2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2473
 LA2473.The ellipsoidal height was determined by GPS observations
 LA2473.and is referenced to NAD 83.
 LA2473
 LA2473.The geoid height was determined by GEOID03.
 LA2473
 LA2473.The dynamic height is computed by dividing the NAVD 88
 LA2473.geopotential number by the normal gravity value computed on the
 LA2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2473.degrees latitude (g = 980.6199 gals.).
 LA2473
 LA2473.The modeled gravity was interpolated from observed gravity values.
 LA2473
 LA2473;                    North         East     Units Scale Factor Converg.
 LA2473;SPC OH N     -   111,983.029   462,033.852   MT  0.99996388   -1 04 19.0
 LA2473;UTM  16      - 4,505,357.910   742,466.666   MT  1.00032369   +1 52 11.8
 LA2473
 LA2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2473!SPC OH N     -   0.99996262  x   0.99996388  =   0.99992650
 LA2473!UTM  16      -   0.99996262  x   1.00032369  =   1.00028630
 LA2473
 LA2473                          SUPERSEDED SURVEY CONTROL
 LA2473
 LA2473  ELLIP H (04/01/98)  238.27   (m)                       GP(       ) 4 1
 LA2473  NAD 83(1986)-  40 39 48.54280(N)    084 07 54.13573(W) AD(       ) 1
 LA2473  NGVD 29 (07/23/91)  272.8    (m)          895.     (f) GPS OBS        
 LA2473
 LA2473.Superseded values are not recommended for survey control.
 LA2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2473.See file dsdata.txt to determine how the superseded data were derived.
 LA2473
 LA2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4246705358(NAD 83)
 LA2473_MARKER: I = METAL ROD
 LA2473_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2473_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2473_STAMPING: ALL. 75 00.40
 LA2473_MARK LOGO: OHDT  
 LA2473_PROJECTION: FLUSH
 LA2473_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2473+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA2473_ROD/PIPE-DEPTH: 9.8  meters
 LA2473_SLEEVE-DEPTH  : 1.0 meters
 LA2473
 LA2473  HISTORY     - Date     Condition        Report By
 LA2473  HISTORY     - 1990     MONUMENTED       OHDT
 LA2473  HISTORY     - 19930630 GOOD             NGS
 LA2473
 LA2473                          STATION DESCRIPTION
 LA2473
 LA2473'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 LA2473'STATION IS LOCATED 3.5 MI (5.6 KM) SOUTH OF LIMA, 0.5 MI (0.8 KM)
 LA2473'NORTH-NORTHEAST OF CRIDERSVILLE, ON INTERSTATE 75 R/W IN SOUTHEAST
 LA2473'QUARTER OF SECTION 26, T 4 S, R 6 E, SHAWNEE TWP.
 LA2473'TO REACH MARK FROM CRIDERSVILLE NATIONAL ROAD/I-75 INTERCHANGE, GO
 LA2473'NORTH ON I-75 FOR 0.5 MI (0.8 KM) TO MARK ON LEFT.
 LA2473'THE MARK IS THE ROUNDED TOP OF A STAINLESS STEEL ROD UNDER A
 LA2473'PROTECTIVE LID, 226 FT (68.9 M) NORTH OF EMERGENCY TURN AROUND ON
 LA2473'WEST SIDE OF SOUTHBOUND LANE, 13.5 FT (4.1 M) WEST OF I-75 SOUTHBOUND
 LA2473'EDGE OF PAVEMENT, 32 FT (9.8 M) EAST OF R/W FENCE, AND 31.5 FT
 LA2473'(9.6 M) EAST OF A ORANGE FIBERGLASS WITNESS POST.
 LA2473
 LA2473                          STATION RECOVERY (1993)
 LA2473
 LA2473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA2473'10.7 KM (6.65 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2473'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 117), 1.0 KM (0.60 MI)
 LA2473'NORTH OF THE INTERSECTION OF AMHERST ROAD (EXIT 118), 67.0 M (219.8
 LA2473'FT) NORTH OF THE CENTER OF A CROSSOVER, 12.3 M (40.4 FT) WEST OF THE
 LA2473'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 9.8 M (32.2 FT)
 LA2473'EAST OF A WITNESS POST AND FENCE, AND 0.4 M (1.3 FT) BELOW THE LEVEL
 LA2473'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LA2473'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 LA2473'CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2535 ***********************************************************************
 LA2535  DESIGNATION -  ALL 75 01.10
 LA2535  PID         -  LA2535
 LA2535  STATE/COUNTY-  OH/ALLEN
 LA2535  USGS QUAD   -  CRIDERSVILLE (1983)
 LA2535
 LA2535                         *CURRENT SURVEY CONTROL
 LA2535  ___________________________________________________________________
 LA2535* NAD 83(1986)-  40 40 32.     (N)    084 07 53.     (W)     SCALED    
 LA2535* NAVD 88     -       268.834  (meters)     882.00   (feet)  ADJUSTED  
 LA2535  ___________________________________________________________________
 LA2535  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 LA2535  DYNAMIC HT  -         268.700 (meters)     881.56  (feet)  COMP
 LA2535  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 LA2535
 LA2535  VERT ORDER  -  FIRST     CLASS II
 LA2535
 LA2535.The horizontal coordinates were scaled from a topographic map and have
 LA2535.an estimated accuracy of +/- 6 seconds.
 LA2535
 LA2535.The orthometric height was determined by differential leveling
 LA2535.and adjusted by the National Geodetic Survey in January 1994..
 LA2535
 LA2535.The geoid height was determined by GEOID03.
 LA2535
 LA2535.The dynamic height is computed by dividing the NAVD 88
 LA2535.geopotential number by the normal gravity value computed on the
 LA2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2535.degrees latitude (g = 980.6199 gals.).
 LA2535
 LA2535.The modeled gravity was interpolated from observed gravity values.
 LA2535
 LA2535;                    North         East    Units  Estimated Accuracy
 LA2535;SPC OH N     -   113,320.      462,090.      MT  (+/- 180 meters Scaled)
 LA2535
 LA2535                          SUPERSEDED SURVEY CONTROL
 LA2535
 LA2535.No superseded survey control is available for this station.
 LA2535
 LA2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL424066(NAD 83)
 LA2535_MARKER: I = METAL ROD
 LA2535_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2535_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2535_STAMPING: ALL. 75 01.10
 LA2535_MARK LOGO: OHDT  
 LA2535_PROJECTION: FLUSH
 LA2535_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2535+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA2535_ROD/PIPE-DEPTH: 16.8 meters
 LA2535_SLEEVE-DEPTH  : 0.9 meters
 LA2535
 LA2535  HISTORY     - Date     Condition        Report By
 LA2535  HISTORY     - UNK      MONUMENTED       OHDT
 LA2535  HISTORY     - 19930630 GOOD             NGS
 LA2535
 LA2535                          STATION DESCRIPTION
 LA2535
 LA2535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2535'9.3 KM (5.75 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2535'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 117), 392.0 M (1286.1 FT)
 LA2535'NORTH OF THE NORTH END OF THE HIGHWAY BRIDGE SPANNING THE LITTLE
 LA2535'OTTAWA RIVER, 20.1 M (65.9 FT) WEST OF THE CENTERLINE OF THE
 LA2535'SOUTHBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT) NORTHEAST OF A
 LA2535'WITNESS POST AND FENCE CORNER, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 LA2535'THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LA2535'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 LA2535'CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2536 ***********************************************************************
 LA2536  DESIGNATION -  ALL 75 01.77
 LA2536  PID         -  LA2536
 LA2536  STATE/COUNTY-  OH/ALLEN
 LA2536  USGS QUAD   -  CRIDERSVILLE (1983)
 LA2536
 LA2536                         *CURRENT SURVEY CONTROL
 LA2536  ___________________________________________________________________
 LA2536* NAD 83(1986)-  40 40 59.     (N)    084 07 38.     (W)     SCALED    
 LA2536* NAVD 88     -       265.922  (meters)     872.45   (feet)  ADJUSTED  
 LA2536  ___________________________________________________________________
 LA2536  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 LA2536  DYNAMIC HT  -         265.790 (meters)     872.01  (feet)  COMP
 LA2536  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 LA2536
 LA2536  VERT ORDER  -  FIRST     CLASS II
 LA2536
 LA2536.The horizontal coordinates were scaled from a topographic map and have
 LA2536.an estimated accuracy of +/- 6 seconds.
 LA2536
 LA2536.The orthometric height was determined by differential leveling
 LA2536.and adjusted by the National Geodetic Survey in January 1994..
 LA2536
 LA2536.The geoid height was determined by GEOID03.
 LA2536
 LA2536.The dynamic height is computed by dividing the NAVD 88
 LA2536.geopotential number by the normal gravity value computed on the
 LA2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2536.degrees latitude (g = 980.6199 gals.).
 LA2536
 LA2536.The modeled gravity was interpolated from observed gravity values.
 LA2536
 LA2536;                    North         East    Units  Estimated Accuracy
 LA2536;SPC OH N     -   114,150.      462,450.      MT  (+/- 180 meters Scaled)
 LA2536
 LA2536                          SUPERSEDED SURVEY CONTROL
 LA2536
 LA2536.No superseded survey control is available for this station.
 LA2536
 LA2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL427075(NAD 83)
 LA2536_MARKER: I = METAL ROD
 LA2536_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2536_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2536_STAMPING: ALLEN 75 01.77
 LA2536_MARK LOGO: OHDT  
 LA2536_PROJECTION: FLUSH
 LA2536_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2536+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA2536_ROD/PIPE-DEPTH: 11.0 meters
 LA2536_SLEEVE-DEPTH  : 0.9 meters
 LA2536
 LA2536  HISTORY     - Date     Condition        Report By
 LA2536  HISTORY     - UNK      MONUMENTED       OHDT
 LA2536  HISTORY     - 19930630 GOOD             NGS
 LA2536
 LA2536                          STATION DESCRIPTION
 LA2536
 LA2536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2536'8.4 KM (5.20 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2536'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 117), 495.0 M (1624.0 FT)
 LA2536'SOUTHWEST OF THE CENTER OF BREESE ROAD (EXIT 120), 34.6 M (113.5 FT)
 LA2536'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 LA2536'22.9 M (75.1 FT) WEST OF A UTILITY LIGHT POLE, 16.8 M (55.1 FT)
 LA2536'SOUTHEAST OF THE NEAR RAIL OF THE CHESSIE SYSTEM RAILROAD, 1.8 M (5.9
 LA2536'FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND 0.8 M (2.6 FT) BELOW
 LA2536'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 LA2536'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 LA2536'FOR A CLASS A MARK.  THE LOGO CAP IS STAMPED AS ABOVE, BUT THE ROD
 LA2536'CAP IS STAMPED ALL.  75 01.77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2537 ***********************************************************************
 LA2537  DESIGNATION -  ALL 75 02.27
 LA2537  PID         -  LA2537
 LA2537  STATE/COUNTY-  OH/ALLEN
 LA2537  USGS QUAD   -  LIMA (1983)
 LA2537
 LA2537                         *CURRENT SURVEY CONTROL
 LA2537  ___________________________________________________________________
 LA2537* NAD 83(1986)-  40 41 19.     (N)    084 07 18.     (W)     SCALED    
 LA2537* NAVD 88     -       269.992  (meters)     885.80   (feet)  ADJUSTED  
 LA2537  ___________________________________________________________________
 LA2537  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 LA2537  DYNAMIC HT  -         269.858 (meters)     885.36  (feet)  COMP
 LA2537  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 LA2537
 LA2537  VERT ORDER  -  FIRST     CLASS II
 LA2537
 LA2537.The horizontal coordinates were scaled from a topographic map and have
 LA2537.an estimated accuracy of +/- 6 seconds.
 LA2537
 LA2537.The orthometric height was determined by differential leveling
 LA2537.and adjusted by the National Geodetic Survey in January 1994..
 LA2537
 LA2537.The geoid height was determined by GEOID03.
 LA2537
 LA2537.The dynamic height is computed by dividing the NAVD 88
 LA2537.geopotential number by the normal gravity value computed on the
 LA2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2537.degrees latitude (g = 980.6199 gals.).
 LA2537
 LA2537.The modeled gravity was interpolated from observed gravity values.
 LA2537
 LA2537;                    North         East    Units  Estimated Accuracy
 LA2537;SPC OH N     -   114,760.      462,930.      MT  (+/- 180 meters Scaled)
 LA2537
 LA2537                          SUPERSEDED SURVEY CONTROL
 LA2537
 LA2537.No superseded survey control is available for this station.
 LA2537
 LA2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL432081(NAD 83)
 LA2537_MARKER: I = METAL ROD
 LA2537_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2537_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2537_STAMPING: ALL. 75 02.27
 LA2537_MARK LOGO: OHDT  
 LA2537_PROJECTION: FLUSH
 LA2537_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2537+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA2537_ROD/PIPE-DEPTH: 11.9 meters
 LA2537_SLEEVE-DEPTH  : 0.9 meters
 LA2537
 LA2537  HISTORY     - Date     Condition        Report By
 LA2537  HISTORY     - UNK      MONUMENTED       OHDT
 LA2537  HISTORY     - 19930630 GOOD             NGS
 LA2537
 LA2537                          STATION DESCRIPTION
 LA2537
 LA2537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2537'7.6 KM (4.70 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2537'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), 287.0 M (941.6 FT)
 LA2537'NORTHEAST OF THE CENTER OF BREESE ROAD (EXIT 120), 79.6 M (261.2 FT)
 LA2537'SOUTHWEST OF A UTILITY LIGHT POLE, 18.1 M (59.4 FT) NORTHWEST OF THE
 LA2537'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT)
 LA2537'SOUTHEAST OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE
 LA2537'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LA2537'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 LA2537'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2538 ***********************************************************************
 LA2538  DESIGNATION -  ALL 75 03.20
 LA2538  PID         -  LA2538
 LA2538  STATE/COUNTY-  OH/ALLEN
 LA2538  USGS QUAD   -  LIMA (1983)
 LA2538
 LA2538                         *CURRENT SURVEY CONTROL
 LA2538  ___________________________________________________________________
 LA2538* NAD 83(1986)-  40 41 54.     (N)    084 06 37.     (W)     SCALED    
 LA2538* NAVD 88     -       269.540  (meters)     884.32   (feet)  ADJUSTED  
 LA2538  ___________________________________________________________________
 LA2538  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 LA2538  DYNAMIC HT  -         269.407 (meters)     883.88  (feet)  COMP
 LA2538  MODELED GRAV-     980,123.2   (mgal)                       NAVD 88
 LA2538
 LA2538  VERT ORDER  -  FIRST     CLASS II
 LA2538
 LA2538.The horizontal coordinates were scaled from a topographic map and have
 LA2538.an estimated accuracy of +/- 6 seconds.
 LA2538
 LA2538.The orthometric height was determined by differential leveling
 LA2538.and adjusted by the National Geodetic Survey in January 1994..
 LA2538
 LA2538.The geoid height was determined by GEOID03.
 LA2538
 LA2538.The dynamic height is computed by dividing the NAVD 88
 LA2538.geopotential number by the normal gravity value computed on the
 LA2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2538.degrees latitude (g = 980.6199 gals.).
 LA2538
 LA2538.The modeled gravity was interpolated from observed gravity values.
 LA2538
 LA2538;                    North         East    Units  Estimated Accuracy
 LA2538;SPC OH N     -   115,820.      463,920.      MT  (+/- 180 meters Scaled)
 LA2538
 LA2538                          SUPERSEDED SURVEY CONTROL
 LA2538
 LA2538.No superseded survey control is available for this station.
 LA2538
 LA2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL441092(NAD 83)
 LA2538_MARKER: I = METAL ROD
 LA2538_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2538_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2538_STAMPING: ALL. 75 03.20
 LA2538_MARK LOGO: OHDT  
 LA2538_PROJECTION: FLUSH
 LA2538_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2538+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA2538_ROD/PIPE-DEPTH: 9.1  meters
 LA2538_SLEEVE-DEPTH  : 0.9 meters
 LA2538
 LA2538  HISTORY     - Date     Condition        Report By
 LA2538  HISTORY     - UNK      MONUMENTED       OHDT
 LA2538  HISTORY     - 19930630 GOOD             NGS
 LA2538
 LA2538                          STATION DESCRIPTION
 LA2538
 LA2538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2538'6.2 KM (3.85 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2538'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), 171.0 M (561.0 FT)
 LA2538'WEST OF THE CENTER OF MCCLAIN ROAD, 26.9 M (88.3 FT) NORTH OF THE
 LA2538'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT)
 LA2538'EAST OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 LA2538'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LA2538'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 LA2538'CLASS A MARK.  THE LOGO CAP IS STAMPED AS ABOVE, BUT THE ROD CAP IS
 LA2538'STAMPED AL 75 03.20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2539 ***********************************************************************
 LA2539  DESIGNATION -  ALL 75 03.40
 LA2539  PID         -  LA2539
 LA2539  STATE/COUNTY-  OH/ALLEN
 LA2539  USGS QUAD   -  LIMA (1983)
 LA2539
 LA2539                         *CURRENT SURVEY CONTROL
 LA2539  ___________________________________________________________________
 LA2539* NAD 83(1986)-  40 41 57.     (N)    084 06 17.     (W)     SCALED    
 LA2539* NAVD 88     -       269.443  (meters)     884.00   (feet)  ADJUSTED  
 LA2539  ___________________________________________________________________
 LA2539  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 LA2539  DYNAMIC HT  -         269.310 (meters)     883.56  (feet)  COMP
 LA2539  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 LA2539
 LA2539  VERT ORDER  -  FIRST     CLASS II
 LA2539
 LA2539.The horizontal coordinates were scaled from a topographic map and have
 LA2539.an estimated accuracy of +/- 6 seconds.
 LA2539
 LA2539.The orthometric height was determined by differential leveling
 LA2539.and adjusted by the National Geodetic Survey in January 1994..
 LA2539
 LA2539.The geoid height was determined by GEOID03.
 LA2539
 LA2539.The dynamic height is computed by dividing the NAVD 88
 LA2539.geopotential number by the normal gravity value computed on the
 LA2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2539.degrees latitude (g = 980.6199 gals.).
 LA2539
 LA2539.The modeled gravity was interpolated from observed gravity values.
 LA2539
 LA2539;                    North         East    Units  Estimated Accuracy
 LA2539;SPC OH N     -   115,900.      464,390.      MT  (+/- 180 meters Scaled)
 LA2539
 LA2539                          SUPERSEDED SURVEY CONTROL
 LA2539
 LA2539.No superseded survey control is available for this station.
 LA2539
 LA2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL446093(NAD 83)
 LA2539_MARKER: I = METAL ROD
 LA2539_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2539_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2539_STAMPING: ALL 75 03.40
 LA2539_MARK LOGO: OHDT  
 LA2539_PROJECTION: FLUSH
 LA2539_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2539+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA2539_ROD/PIPE-DEPTH: 11.9 meters
 LA2539_SLEEVE-DEPTH  : 0.9 meters
 LA2539
 LA2539  HISTORY     - Date     Condition        Report By
 LA2539  HISTORY     - UNK      MONUMENTED       OHDT
 LA2539  HISTORY     - 19930630 GOOD             NGS
 LA2539
 LA2539                          STATION DESCRIPTION
 LA2539
 LA2539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2539'5.7 KM (3.55 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2539'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), 291.0 M (954.7 FT)
 LA2539'EAST OF THE CENTER OF MCCLAIN ROAD, 29.1 M (95.5 FT) NORTHEAST OF THE
 LA2539'NORTH LEG OF A HIGHWAY INFORMATION SIGN, 22.6 M (74.1 FT) NORTH OF
 LA2539'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 1.6 M (5.2 FT)
 LA2539'SOUTH OF A WITNESS POST AND FENCE, AND 1.0 M (3.3 FT) BELOW THE LEVEL
 LA2539'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LA2539'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 LA2539'CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2474 ***********************************************************************
 LA2474  DESIGNATION -  ALL 75 03.98
 LA2474  PID         -  LA2474
 LA2474  STATE/COUNTY-  OH/ALLEN
 LA2474  USGS QUAD   -  LIMA (1983)
 LA2474
 LA2474                         *CURRENT SURVEY CONTROL
 LA2474  ___________________________________________________________________
 LA2474* NAD 83(1995)-  40 41 54.97106(N)    084 05 42.21020(W)     ADJUSTED  
 LA2474* NAVD 88     -       273.903  (meters)     898.63   (feet)  ADJUSTED  
 LA2474  ___________________________________________________________________
 LA2474  X           -     498,205.229 (meters)                     COMP
 LA2474  Y           -  -4,816,969.146 (meters)                     COMP
 LA2474  Z           -   4,137,261.237 (meters)                     COMP
 LA2474  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 LA2474  ELLIP HEIGHT-         239.43  (meters)          (10/07/05) GPS OBS
 LA2474  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 LA2474  DYNAMIC HT  -         273.767 (meters)     898.18  (feet)  COMP
 LA2474  MODELED GRAV-     980,122.0   (mgal)                       NAVD 88
 LA2474
 LA2474  HORZ ORDER  -  FIRST
 LA2474  VERT ORDER  -  FIRST     CLASS II
 LA2474  ELLP ORDER  -  FOURTH    CLASS I
 LA2474
 LA2474.The horizontal coordinates were established by GPS observations
 LA2474.and adjusted by the National Geodetic Survey in April 1998..
 LA2474
 LA2474.The orthometric height was determined by differential leveling
 LA2474.and adjusted by the National Geodetic Survey in January 1994..
 LA2474
 LA2474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2474
 LA2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2474
 LA2474.The ellipsoidal height was determined by GPS observations
 LA2474.and is referenced to NAD 83.
 LA2474
 LA2474.The geoid height was determined by GEOID03.
 LA2474
 LA2474.The dynamic height is computed by dividing the NAVD 88
 LA2474.geopotential number by the normal gravity value computed on the
 LA2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2474.degrees latitude (g = 980.6199 gals.).
 LA2474
 LA2474.The modeled gravity was interpolated from observed gravity values.
 LA2474
 LA2474;                    North         East     Units Scale Factor Converg.
 LA2474;SPC OH N     -   115,825.092   465,202.952   MT  0.99995977   -1 02 52.3
 LA2474;UTM  16      - 4,509,359.071   745,435.464   MT  1.00034152   +1 53 42.7
 LA2474
 LA2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2474!SPC OH N     -   0.99996244  x   0.99995977  =   0.99992221
 LA2474!UTM  16      -   0.99996244  x   1.00034152  =   1.00030395
 LA2474
 LA2474:                Primary Azimuth Mark                     Grid Az
 LA2474:SPC OH N     -  ALL 75 04.48                             087 56 45.8
 LA2474:UTM  16      -  ALL 75 04.48                             085 00 10.8
 LA2474
 LA2474|---------------------------------------------------------------------|
 LA2474| PID    Reference Object                     Distance      Geod. Az  |
 LA2474|                                                           dddmmss.s |
 LA2474| LA2475 ALL 75 04.48                        APPROX. 0.8 KM 0865353.5 |
 LA2474|---------------------------------------------------------------------|
 LA2474
 LA2474                          SUPERSEDED SURVEY CONTROL
 LA2474
 LA2474  ELLIP H (04/01/98)  239.42   (m)                       GP(       ) 4 1
 LA2474  NAD 83(1986)-  40 41 54.98058(N)    084 05 42.22814(W) AD(       ) 1
 LA2474  NGVD 29 (07/23/91)  274.1    (m)          899.     (f) GPS OBS        
 LA2474
 LA2474.Superseded values are not recommended for survey control.
 LA2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2474.See file dsdata.txt to determine how the superseded data were derived.
 LA2474
 LA2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4543509359(NAD 83)
 LA2474_MARKER: I = METAL ROD
 LA2474_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2474_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2474_STAMPING: ALL 75 03.98
 LA2474_MARK LOGO: OHDT  
 LA2474_PROJECTION: FLUSH
 LA2474_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2474+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA2474_ROD/PIPE-DEPTH: 12.0 meters
 LA2474_SLEEVE-DEPTH  : 1.0 meters
 LA2474
 LA2474  HISTORY     - Date     Condition        Report By
 LA2474  HISTORY     - 1990     MONUMENTED       OHDT
 LA2474  HISTORY     - 19930630 GOOD             NGS
 LA2474
 LA2474                          STATION DESCRIPTION
 LA2474
 LA2474'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 LA2474'STATION IS LOCATED 1.5 MI (2.4 KM) SOUTH OF LIMA NEAR THE INTERSTATE
 LA2474'75 AND STATE ROUTE 65 INTERCHANGE IN THE NORTHEAST QUARTER OF SECTION
 LA2474'18, T 4 S, R 7 E, PERRY TWP.
 LA2474'TO REACH FROM THE JUNCTION OF I-75 AND STATE ROUTE 65, GO SOUTH 0.2 MI
 LA2474'(0.3 KM) ON I-75 (ACTUALLY WEST IN THIS LOCATION) TO THE STATION ON
 LA2474'THE LEFT NEAR THE SOUTH R/W FENCE.
 LA2474'THE MARK IS 54.5 FT (16.6 M) SOUTH OF NORTH BOUND I-75 EDGE OF
 LA2474'PAVEMENT, 4 FT (1.2 M) NORTH OF R/W FENCE, 123.5 FT (37.6 M)
 LA2474'WEST-SOUTHWEST OF SIGN BASE (SIGN--LIMA OTTAWA,STATE ROUTE 65), AND 4
 LA2474'FT (1.2 M) NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 LA2474
 LA2474                          STATION RECOVERY (1993)
 LA2474
 LA2474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA2474'4.9 KM (3.05 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2474'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), 420.0 M (1377.9 FT)
 LA2474'WEST OF THE CENTER OF STATE HIGHWAY 65 (EXIT 122), 37.4 M (122.7 FT)
 LA2474'WEST-SOUTHWEST OF THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN (EXIT
 LA2474'122 LIMA OTTAWA), 24.0 M (78.7 FT) SOUTH OF THE CENTERLINE OF THE
 LA2474'NORTHBOUND LANES OF THE HIGHWAY, 1.2 M (3.9 FT) NORTH OF A WITNESS
 LA2474'POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LA2474'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 LA2474'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2475 ***********************************************************************
 LA2475  DESIGNATION -  ALL 75 04.48
 LA2475  PID         -  LA2475
 LA2475  STATE/COUNTY-  OH/ALLEN
 LA2475  USGS QUAD   -  LIMA (1983)
 LA2475
 LA2475                         *CURRENT SURVEY CONTROL
 LA2475  ___________________________________________________________________
 LA2475* NAD 83(1995)-  40 41 56.39870(N)    084 05 07.55966(W)     ADJUSTED  
 LA2475* NAVD 88     -       284.477  (meters)     933.32   (feet)  ADJUSTED  
 LA2475  ___________________________________________________________________
 LA2475  X           -     499,012.294 (meters)                     COMP
 LA2475  Y           -  -4,816,864.783 (meters)                     COMP
 LA2475  Z           -   4,137,301.511 (meters)                     COMP
 LA2475  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 LA2475  ELLIP HEIGHT-         249.99  (meters)          (10/07/05) GPS OBS
 LA2475  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 LA2475  DYNAMIC HT  -         284.336 (meters)     932.86  (feet)  COMP
 LA2475  MODELED GRAV-     980,121.3   (mgal)                       NAVD 88
 LA2475
 LA2475  HORZ ORDER  -  FIRST
 LA2475  VERT ORDER  -  FIRST     CLASS II
 LA2475  ELLP ORDER  -  FOURTH    CLASS I
 LA2475
 LA2475.The horizontal coordinates were established by GPS observations
 LA2475.and adjusted by the National Geodetic Survey in April 1998..
 LA2475
 LA2475.The orthometric height was determined by differential leveling
 LA2475.and adjusted by the National Geodetic Survey in January 1994..
 LA2475
 LA2475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2475
 LA2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2475
 LA2475.The ellipsoidal height was determined by GPS observations
 LA2475.and is referenced to NAD 83.
 LA2475
 LA2475.The geoid height was determined by GEOID03.
 LA2475
 LA2475.The dynamic height is computed by dividing the NAVD 88
 LA2475.geopotential number by the normal gravity value computed on the
 LA2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2475.degrees latitude (g = 980.6199 gals.).
 LA2475
 LA2475.The modeled gravity was interpolated from observed gravity values.
 LA2475
 LA2475;                    North         East     Units Scale Factor Converg.
 LA2475;SPC OH N     -   115,854.289   466,017.076   MT  0.99995973   -1 02 29.6
 LA2475;UTM  16      - 4,509,430.057   746,247.327   MT  1.00034643   +1 54 05.4
 LA2475
 LA2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2475!SPC OH N     -   0.99996079  x   0.99995973  =   0.99992052
 LA2475!UTM  16      -   0.99996079  x   1.00034643  =   1.00030720
 LA2475
 LA2475:                Primary Azimuth Mark                     Grid Az
 LA2475:SPC OH N     -  ALL 75 03.98                             267 56 45.7
 LA2475:UTM  16      -  ALL 75 03.98                             265 00 10.7
 LA2475
 LA2475|---------------------------------------------------------------------|
 LA2475| PID    Reference Object                     Distance      Geod. Az  |
 LA2475|                                                           dddmmss.s |
 LA2475| LA2474 ALL 75 03.98                        APPROX. 0.8 KM 2665416.1 |
 LA2475|---------------------------------------------------------------------|
 LA2475
 LA2475                          SUPERSEDED SURVEY CONTROL
 LA2475
 LA2475  ELLIP H (04/01/98)  249.98   (m)                       GP(       ) 4 1
 LA2475  NAD 83(1986)-  40 41 56.40821(N)    084 05 07.57755(W) AD(       ) 1
 LA2475  NGVD 29 (07/23/91)  284.6    (m)          934.     (f) GPS OBS        
 LA2475
 LA2475.Superseded values are not recommended for survey control.
 LA2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2475.See file dsdata.txt to determine how the superseded data were derived.
 LA2475
 LA2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4624709430(NAD 83)
 LA2475_MARKER: I = METAL ROD
 LA2475_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2475_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2475_STAMPING: ALL 75 04.48
 LA2475_MARK LOGO: OHDT  
 LA2475_PROJECTION: FLUSH
 LA2475_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2475+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA2475_ROD/PIPE-DEPTH: 8.3  meters
 LA2475_SLEEVE-DEPTH  : 1.0 meters
 LA2475
 LA2475  HISTORY     - Date     Condition        Report By
 LA2475  HISTORY     - 1990     MONUMENTED       OHDT
 LA2475  HISTORY     - 19930630 GOOD             NGS
 LA2475
 LA2475                          STATION DESCRIPTION
 LA2475
 LA2475'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 LA2475'STATION IS LOCATED 1.5 MI (2.4 KM) SOUTH OF LIMA NEAR INTERSTATE 75
 LA2475'AND STATE ROUTE 65 INTERCHANGE IN THE NORTHWEST QUARTER OF SECTION OF
 LA2475'17, T 4 S, R 7 E, ON INTERSTATE 75 R/W.
 LA2475'TO REACH FROM THE JUNCTION I-75 AND STATE ROUTE 65 GO NORTH ON I-75
 LA2475'(ACTUALLY EAST IN THIS AREA) 0.3 MI (0.5 KM) TO THE STATION ON THE
 LA2475'LEFT.
 LA2475'THE MARK IS 24 FT (7.3 M) SOUTHWEST OF SOUTHWEST CORNER OF SOUTHWEST
 LA2475'ABUTMENT OF I-75 SOUTH BOUND BRIDGE, 24 FT (7.3 M) NORTHWEST OF
 LA2475'NORTHWEST CORNER OF NORTHWEST ABUTMENT OF I-75 NORTH BOUND BRIDGE, 19
 LA2475'FT (5.8 M) WEST OF FENCE, AND 24 FT (7.3 M) WEST OF AN ORANGE
 LA2475'FIBERGLASS WITNESS POST SET APPROXIMATELY ON THE MEDIAN CENTERLINE.
 LA2475
 LA2475                          STATION RECOVERY (1993)
 LA2475
 LA2475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA2475'4.1 KM (2.55 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2475'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), 389.0 M (1276.2 FT)
 LA2475'EAST OF THE CENTER OF STATE HIGHWAY 65 (EXIT 122), 11.5 M (37.7 FT)
 LA2475'NORTH OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 11.3
 LA2475'M (37.1 FT) SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LA2475'HIGHWAY, 8.2 M (26.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 LA2475'NORTHBOUND HIGHWAY OVERPASS OF A RAILROAD, 6.0 M (19.7 FT) WEST OF A
 LA2475'WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 LA2475'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LA2475'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 LA2475'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2540 ***********************************************************************
 LA2540  DESIGNATION -  ALL 75 0560
 LA2540  PID         -  LA2540
 LA2540  STATE/COUNTY-  OH/ALLEN
 LA2540  USGS QUAD   -  LIMA (1983)
 LA2540
 LA2540                         *CURRENT SURVEY CONTROL
 LA2540  ___________________________________________________________________
 LA2540* NAD 83(1986)-  40 42 33.     (N)    084 04 29.     (W)     SCALED    
 LA2540* NAVD 88     -       275.783  (meters)     904.80   (feet)  ADJUSTED  
 LA2540  ___________________________________________________________________
 LA2540  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 LA2540  DYNAMIC HT  -         275.646 (meters)     904.35  (feet)  COMP
 LA2540  MODELED GRAV-     980,121.5   (mgal)                       NAVD 88
 LA2540
 LA2540  VERT ORDER  -  FIRST     CLASS II
 LA2540
 LA2540.The horizontal coordinates were scaled from a topographic map and have
 LA2540.an estimated accuracy of +/- 6 seconds.
 LA2540
 LA2540.The orthometric height was determined by differential leveling
 LA2540.and adjusted by the National Geodetic Survey in January 1994..
 LA2540
 LA2540.The geoid height was determined by GEOID03.
 LA2540
 LA2540.The dynamic height is computed by dividing the NAVD 88
 LA2540.geopotential number by the normal gravity value computed on the
 LA2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2540.degrees latitude (g = 980.6199 gals.).
 LA2540
 LA2540.The modeled gravity was interpolated from observed gravity values.
 LA2540
 LA2540;                    North         East    Units  Estimated Accuracy
 LA2540;SPC OH N     -   116,970.      466,940.      MT  (+/- 180 meters Scaled)
 LA2540
 LA2540                          SUPERSEDED SURVEY CONTROL
 LA2540
 LA2540.No superseded survey control is available for this station.
 LA2540
 LA2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL471105(NAD 83)
 LA2540_MARKER: I = METAL ROD
 LA2540_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2540_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2540_STAMPING: ALL. 75 05.60
 LA2540_MARK LOGO: OHDT  
 LA2540_PROJECTION: FLUSH
 LA2540_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2540+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA2540_ROD/PIPE-DEPTH: 12.8 meters
 LA2540_SLEEVE-DEPTH  : 0.9 meters
 LA2540
 LA2540  HISTORY     - Date     Condition        Report By
 LA2540  HISTORY     - UNK      MONUMENTED       OHDT
 LA2540  HISTORY     - 19930630 GOOD             NGS
 LA2540
 LA2540                          STATION DESCRIPTION
 LA2540
 LA2540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2540'2.4 KM (1.50 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2540'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), 768.0 M (2519.7 FT)
 LA2540'NORTH OF THE CENTER OF HANTHORN ROAD, 21.2 M (69.6 FT) SOUTH OF A
 LA2540'PIPELINE VENT PIPE, 17.9 M (58.7 FT) EAST OF THE CENTERLINE OF THE
 LA2540'NORTHBOUND LANES OF THE HIGHWAY, 0.7 M (2.3 FT) WEST OF A WITNESS
 LA2540'POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LA2540'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 LA2540'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2541 ***********************************************************************
 LA2541  DESIGNATION -  ALL 75 06.10
 LA2541  PID         -  LA2541
 LA2541  STATE/COUNTY-  OH/ALLEN
 LA2541  USGS QUAD   -  LIMA (1983)
 LA2541
 LA2541                         *CURRENT SURVEY CONTROL
 LA2541  ___________________________________________________________________
 LA2541* NAD 83(1986)-  40 42 59.     (N)    084 04 32.     (W)     SCALED    
 LA2541* NAVD 88     -       273.168  (meters)     896.22   (feet)  ADJUSTED  
 LA2541  ___________________________________________________________________
 LA2541  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 LA2541  DYNAMIC HT  -         273.033 (meters)     895.78  (feet)  COMP
 LA2541  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 LA2541
 LA2541  VERT ORDER  -  FIRST     CLASS II
 LA2541
 LA2541.The horizontal coordinates were scaled from a topographic map and have
 LA2541.an estimated accuracy of +/- 6 seconds.
 LA2541
 LA2541.The orthometric height was determined by differential leveling
 LA2541.and adjusted by the National Geodetic Survey in January 1994..
 LA2541
 LA2541.The geoid height was determined by GEOID03.
 LA2541
 LA2541.The dynamic height is computed by dividing the NAVD 88
 LA2541.geopotential number by the normal gravity value computed on the
 LA2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2541.degrees latitude (g = 980.6199 gals.).
 LA2541
 LA2541.The modeled gravity was interpolated from observed gravity values.
 LA2541
 LA2541;                    North         East    Units  Estimated Accuracy
 LA2541;SPC OH N     -   117,770.      466,890.      MT  (+/- 180 meters Scaled)
 LA2541
 LA2541                          SUPERSEDED SURVEY CONTROL
 LA2541
 LA2541.No superseded survey control is available for this station.
 LA2541
 LA2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL470113(NAD 83)
 LA2541_MARKER: I = METAL ROD
 LA2541_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2541_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2541_STAMPING: ALL. 75 06.10
 LA2541_MARK LOGO: OHDT  
 LA2541_PROJECTION: FLUSH
 LA2541_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2541+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA2541_ROD/PIPE-DEPTH: 11.0 meters
 LA2541_SLEEVE-DEPTH  : 0.9 meters
 LA2541
 LA2541  HISTORY     - Date     Condition        Report By
 LA2541  HISTORY     - UNK      MONUMENTED       OHDT
 LA2541  HISTORY     - 19930630 GOOD             NGS
 LA2541
 LA2541                          STATION DESCRIPTION
 LA2541
 LA2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2541'1.6 KM (1.00 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2541'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), 59.5 M (195.2 FT)
 LA2541'SOUTH OF THE CENTER OF 4TH STREET, 19.3 M (63.3 FT) WEST OF THE
 LA2541'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT)
 LA2541'EAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 LA2541'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LA2541'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 LA2541'CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2542 ***********************************************************************
 LA2542  DESIGNATION -  ALL 75 07.00
 LA2542  PID         -  LA2542
 LA2542  STATE/COUNTY-  OH/ALLEN
 LA2542  USGS QUAD   -  LIMA (1983)
 LA2542
 LA2542                         *CURRENT SURVEY CONTROL
 LA2542  ___________________________________________________________________
 LA2542* NAD 83(1986)-  40 43 48.     (N)    084 04 31.     (W)     SCALED    
 LA2542* NAVD 88     -       269.785  (meters)     885.12   (feet)  ADJUSTED  
 LA2542  ___________________________________________________________________
 LA2542  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 LA2542  DYNAMIC HT  -         269.652 (meters)     884.68  (feet)  COMP
 LA2542  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LA2542
 LA2542  VERT ORDER  -  FIRST     CLASS II
 LA2542
 LA2542.The horizontal coordinates were scaled from a topographic map and have
 LA2542.an estimated accuracy of +/- 6 seconds.
 LA2542
 LA2542.The orthometric height was determined by differential leveling
 LA2542.and adjusted by the National Geodetic Survey in January 1994..
 LA2542
 LA2542.The geoid height was determined by GEOID03.
 LA2542
 LA2542.The dynamic height is computed by dividing the NAVD 88
 LA2542.geopotential number by the normal gravity value computed on the
 LA2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2542.degrees latitude (g = 980.6199 gals.).
 LA2542
 LA2542.The modeled gravity was interpolated from observed gravity values.
 LA2542
 LA2542;                    North         East    Units  Estimated Accuracy
 LA2542;SPC OH N     -   119,280.      466,940.      MT  (+/- 180 meters Scaled)
 LA2542
 LA2542                          SUPERSEDED SURVEY CONTROL
 LA2542
 LA2542.No superseded survey control is available for this station.
 LA2542
 LA2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL469129(NAD 83)
 LA2542_MARKER: I = METAL ROD
 LA2542_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2542_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2542_STAMPING: ALL. 75 0700
 LA2542_MARK LOGO: OHDT  
 LA2542_PROJECTION: FLUSH
 LA2542_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2542+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA2542_ROD/PIPE-DEPTH: 11.3 meters
 LA2542_SLEEVE-DEPTH  : 0.9 meters
 LA2542
 LA2542  HISTORY     - Date     Condition        Report By
 LA2542  HISTORY     - UNK      MONUMENTED       OHDT
 LA2542  HISTORY     - 19930630 GOOD             NGS
 LA2542
 LA2542                          STATION DESCRIPTION
 LA2542
 LA2542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2542'IN LIMA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND STATE
 LA2542'HIGHWAY 117 IN LIMA (EXIT 125), 65.1 M (213.6 FT) SOUTH OF THE
 LA2542'CENTERLINE OF THE EASTBOUND LANES OF STATE HIGHWAY 117, 25.1 M (82.3
 LA2542'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE INTERSTATE
 LA2542'HIGHWAY, 11.5 M (37.7 FT) EAST OF A WITNESS POST AND UTILITY POLE,
 LA2542'AND 2.8 M (9.2 FT) BELOW THE LEVEL OF THE INTERSTATE HIGHWAY.
 LA2542'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 LA2542'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2476 ***********************************************************************
 LA2476  DESIGNATION -  ALL 75 09.51
 LA2476  PID         -  LA2476
 LA2476  STATE/COUNTY-  OH/ALLEN
 LA2476  USGS QUAD   -  CAIRO (1983)
 LA2476
 LA2476                         *CURRENT SURVEY CONTROL
 LA2476  ___________________________________________________________________
 LA2476* NAD 83(1995)-  40 46 07.23266(N)    084 04 27.46832(W)     ADJUSTED  
 LA2476* NAVD 88     -       267.281  (meters)     876.90   (feet)  ADJUSTED  
 LA2476  ___________________________________________________________________
 LA2476  X           -     499,425.894 (meters)                     COMP
 LA2476  Y           -  -4,811,732.350 (meters)                     COMP
 LA2476  Z           -   4,143,153.434 (meters)                     COMP
 LA2476  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 LA2476  ELLIP HEIGHT-         232.61  (meters)          (10/07/05) GPS OBS
 LA2476  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 LA2476  DYNAMIC HT  -         267.150 (meters)     876.47  (feet)  COMP
 LA2476  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 LA2476
 LA2476  HORZ ORDER  -  FIRST
 LA2476  VERT ORDER  -  FIRST     CLASS II
 LA2476  ELLP ORDER  -  FOURTH    CLASS I
 LA2476
 LA2476.The horizontal coordinates were established by GPS observations
 LA2476.and adjusted by the National Geodetic Survey in April 1998..
 LA2476
 LA2476.The orthometric height was determined by differential leveling
 LA2476.and adjusted by the National Geodetic Survey in January 1994..
 LA2476
 LA2476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2476
 LA2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2476
 LA2476.The ellipsoidal height was determined by GPS observations
 LA2476.and is referenced to NAD 83.
 LA2476
 LA2476.The geoid height was determined by GEOID03.
 LA2476
 LA2476.The dynamic height is computed by dividing the NAVD 88
 LA2476.geopotential number by the normal gravity value computed on the
 LA2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2476.degrees latitude (g = 980.6199 gals.).
 LA2476
 LA2476.The modeled gravity was interpolated from observed gravity values.
 LA2476
 LA2476;                    North         East     Units Scale Factor Converg.
 LA2476;SPC OH N     -   123,573.086   467,097.757   MT  0.99995269   -1 02 03.2
 LA2476;UTM  16      - 4,517,197.221   746,930.362   MT  1.00035057   +1 54 41.3
 LA2476;UTM  17      - 4,517,626.482   240,526.549   MT  1.00042877   -2 00 31.2
 LA2476
 LA2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2476!SPC OH N     -   0.99996351  x   0.99995269  =   0.99991620
 LA2476!UTM  16      -   0.99996351  x   1.00035057  =   1.00031407
 LA2476!UTM  17      -   0.99996351  x   1.00042877  =   1.00039227
 LA2476
 LA2476|---------------------------------------------------------------------|
 LA2476| PID    Reference Object                     Distance      Geod. Az  |
 LA2476|                                                           dddmmss.s |
 LA2476| LA2477 ALL 75 0990                         373.956 METERS 05850     |
 LA2476|---------------------------------------------------------------------|
 LA2476
 LA2476                          SUPERSEDED SURVEY CONTROL
 LA2476
 LA2476  ELLIP H (04/01/98)  232.60   (m)                       GP(       ) 4 1
 LA2476  NAD 83(1986)-  40 46 07.24217(N)    084 04 27.48597(W) AD(       ) 1
 LA2476  NGVD 29 (07/23/91)  267.4    (m)          877.     (f) GPS OBS        
 LA2476
 LA2476.Superseded values are not recommended for survey control.
 LA2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2476.See file dsdata.txt to determine how the superseded data were derived.
 LA2476
 LA2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4693017197(NAD 83)
 LA2476_MARKER: I = METAL ROD
 LA2476_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2476_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2476_STAMPING: ALL. 75 09.51
 LA2476_MARK LOGO: OHDT  
 LA2476_PROJECTION: FLUSH
 LA2476_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2476+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1993
 LA2476_ROD/PIPE-DEPTH: 8.6  meters
 LA2476_SLEEVE-DEPTH  : 1.0 meters
 LA2476
 LA2476  HISTORY     - Date     Condition        Report By
 LA2476  HISTORY     - 1990     MONUMENTED       OHDT
 LA2476  HISTORY     - 19930707 GOOD             NGS
 LA2476
 LA2476                          STATION DESCRIPTION
 LA2476
 LA2476'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 LA2476'STATION IS LOCATED AT LIMA IN THE NORTHEAST QUARTER OF SECTION 20, T 3
 LA2476'S, R 7 E, BATH TWP. AND ON INTERSTATE 75 R/W.
 LA2476'TO REACH FROM THE JUNCTION OF I-75 AND STATE ROUTE 81, GO NORTH
 LA2476'APPROXIMATELY 1.0 MI (1.6 KM) ON I-75 TO THE STATION ON THE LEFT,
 LA2476'SOUTHWEST OF OVERPASS BRIDGE NUMBERED 0990, AND ALONG THE WEST R/W
 LA2476'FENCE OF I-75.
 LA2476'STATION MARK IS 136 FT (41.5 M) WEST OF I-75 SOUTH BOUND LANE EDGE OF
 LA2476'PAVEMENT, 12 FT (3.7 M) EAST OF A RAILROAD UTILITY POLE, AND 5 FT
 LA2476'(1.5 M) EAST OF A FENCE LINE AND WITNESS POST.
 LA2476
 LA2476                          STATION RECOVERY (1993)
 LA2476
 LA2476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA2476'4.2 KM (2.60 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2476'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), 402.0 M (1318.9 FT)
 LA2476'SOUTHWEST OF THE CENTER OF STEWART ROAD, 48.7 M (159.8 FT) NORTHWEST
 LA2476'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 1.6 M (5.2
 LA2476'FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND 0.8 M (2.6 FT) BELOW
 LA2476'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 LA2476'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 LA2476'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2477 ***********************************************************************
 LA2477  DESIGNATION -  ALL 75 0990
 LA2477  PID         -  LA2477
 LA2477  STATE/COUNTY-  OH/ALLEN
 LA2477  USGS QUAD   -  CAIRO (1983)
 LA2477
 LA2477                         *CURRENT SURVEY CONTROL
 LA2477  ___________________________________________________________________
 LA2477* NAD 83(1995)-  40 46 13.50748(N)    084 04 13.82495(W)     ADJUSTED  
 LA2477* NAVD 88     -       275.8    (meters)     905.     (feet)  VERTCON   
 LA2477  ___________________________________________________________________
 LA2477  X           -     499,731.774 (meters)                     COMP
 LA2477  Y           -  -4,811,580.004 (meters)                     COMP
 LA2477  Z           -   4,143,305.600 (meters)                     COMP
 LA2477  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 LA2477  ELLIP HEIGHT-         241.14  (meters)          (10/07/05) GPS OBS
 LA2477  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 LA2477
 LA2477  HORZ ORDER  -  FIRST
 LA2477  ELLP ORDER  -  FOURTH    CLASS I
 LA2477
 LA2477.The horizontal coordinates were established by GPS observations
 LA2477.and adjusted by the National Geodetic Survey in April 1998..
 LA2477
 LA2477.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2477
 LA2477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2477
 LA2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2477
 LA2477.The ellipsoidal height was determined by GPS observations
 LA2477.and is referenced to NAD 83.
 LA2477
 LA2477.The geoid height was determined by GEOID03.
 LA2477
 LA2477;                    North         East     Units Scale Factor Converg.
 LA2477;SPC OH N     -   123,760.837   467,421.145   MT  0.99995253   -1 01 54.3
 LA2477;UTM  16      - 4,517,401.425   747,243.799   MT  1.00035248   +1 54 50.4
 LA2477;UTM  17      - 4,517,808.792   240,853.238   MT  1.00042668   -2 00 22.5
 LA2477
 LA2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2477!SPC OH N     -   0.99996218  x   0.99995253  =   0.99991471
 LA2477!UTM  16      -   0.99996218  x   1.00035248  =   1.00031464
 LA2477!UTM  17      -   0.99996218  x   1.00042668  =   1.00038884
 LA2477
 LA2477|---------------------------------------------------------------------|
 LA2477| PID    Reference Object                     Distance      Geod. Az  |
 LA2477|                                                           dddmmss.s |
 LA2477| LA2476 ALL 75 09.51                        373.956 METERS 23850     |
 LA2477|---------------------------------------------------------------------|
 LA2477
 LA2477                          SUPERSEDED SURVEY CONTROL
 LA2477
 LA2477  ELLIP H (04/01/98)  241.13   (m)                       GP(       ) 4 1
 LA2477  NAD 83(1986)-  40 46 13.51700(N)    084 04 13.84254(W) AD(       ) 1
 LA2477  NGVD 29 (07/23/91)  276.0    (m)          906.     (f) GPS OBS        
 LA2477
 LA2477.Superseded values are not recommended for survey control.
 LA2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2477.See file dsdata.txt to determine how the superseded data were derived.
 LA2477
 LA2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4724417401(NAD 83)
 LA2477_MARKER: DH = HORIZONTAL CONTROL DISK
 LA2477_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA2477_SP_SET: CONCRETE APROACH SLAB FOR BRID
 LA2477_STAMPING: ALL 75 0990
 LA2477_MARK LOGO: OHDT  
 LA2477_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 LA2477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2477+SATELLITE: SATELLITE OBSERVATIONS - 1990
 LA2477
 LA2477  HISTORY     - Date     Condition        Report By
 LA2477  HISTORY     - 1990     MONUMENTED       OHDT
 LA2477
 LA2477                          STATION DESCRIPTION
 LA2477
 LA2477'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 LA2477'STATION IS LOCATED 2.5 MI (4.0 KM) NORTHEAST OF LIMA IN THE STEWART
 LA2477'ROAD BRIDGE OVER INTERSTATE 75 IN THE NORTHWEST QUARTER OF SECTION
 LA2477'21, T 3 S, R 7 E, BATH TWP.
 LA2477'TO REACH FROM LIMA AT THE JUNCTION OF INTERSTATE 75 AND STATE ROUTE 81
 LA2477'GO EAST 0.25 MI (0.40 KM) TO STEWART RD. THEN GO NORTH 1 MI (1.6 KM)
 LA2477'TO MARK ON RIGHT IN BRIDGE OVER I-75 .
 LA2477'THE MARK IS SET IN THE SOUTH CONCRETE APPROACH SLAB OF THE BRIDGE,
 LA2477'13.0 FT (4.0 M) EAST OF STEWART ROAD CENTERLINE, 5.4 FT (1.6 M) SOUTH
 LA2477'OF AN EXPANSION JOINT (MEASURING ALONG EAST CURB), 0.5 FT (0.2 M)
 LA2477'WEST OF EAST CURB, 7.0 FT (2.1 M) NORTH OF SOUTH END OF EAST CURB, AND
 LA2477'0.10 FT (0.03 M) BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2411 ***********************************************************************
 KZ2411  DESIGNATION -  ALL 75 15.61
 KZ2411  PID         -  KZ2411
 KZ2411  STATE/COUNTY-  OH/ALLEN
 KZ2411  USGS QUAD   -  BEAVERDAM (1988)
 KZ2411
 KZ2411                         *CURRENT SURVEY CONTROL
 KZ2411  ___________________________________________________________________
 KZ2411* NAD 83(1986)-  40 49 29.     (N)    083 59 19.     (W)     SCALED    
 KZ2411* NAVD 88     -       262.427  (meters)     860.98   (feet)  ADJUSTED  
 KZ2411  ___________________________________________________________________
 KZ2411  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 KZ2411  DYNAMIC HT  -         262.298 (meters)     860.56  (feet)  COMP
 KZ2411  MODELED GRAV-     980,125.7   (mgal)                       NAVD 88
 KZ2411
 KZ2411  VERT ORDER  -  FIRST     CLASS II
 KZ2411
 KZ2411.The horizontal coordinates were scaled from a topographic map and have
 KZ2411.an estimated accuracy of +/- 6 seconds.
 KZ2411
 KZ2411.The orthometric height was determined by differential leveling
 KZ2411.and adjusted by the National Geodetic Survey in January 1994..
 KZ2411
 KZ2411.The geoid height was determined by GEOID03.
 KZ2411
 KZ2411.The dynamic height is computed by dividing the NAVD 88
 KZ2411.geopotential number by the normal gravity value computed on the
 KZ2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ2411.degrees latitude (g = 980.6199 gals.).
 KZ2411
 KZ2411.The modeled gravity was interpolated from observed gravity values.
 KZ2411
 KZ2411;                    North         East    Units  Estimated Accuracy
 KZ2411;SPC OH N     -   129,670.      474,440.      MT  (+/- 180 meters Scaled)
 KZ2411
 KZ2411                          SUPERSEDED SURVEY CONTROL
 KZ2411
 KZ2411.No superseded survey control is available for this station.
 KZ2411
 KZ2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF479235(NAD 83)
 KZ2411_MARKER: I = METAL ROD
 KZ2411_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 KZ2411_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 KZ2411_STAMPING: ALL. 75 15.61
 KZ2411_MARK LOGO: OHDT  
 KZ2411_PROJECTION: FLUSH
 KZ2411_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ2411+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1993
 KZ2411_ROD/PIPE-DEPTH: 6.1  meters
 KZ2411_SLEEVE-DEPTH  : 0.9 meters
 KZ2411
 KZ2411  HISTORY     - Date     Condition        Report By
 KZ2411  HISTORY     - UNK      MONUMENTED       OHDT
 KZ2411  HISTORY     - 19930712 GOOD             NGS
 KZ2411
 KZ2411                          STATION DESCRIPTION
 KZ2411
 KZ2411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 KZ2411'13.7 KM (8.50 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 KZ2411'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), 11.9 M (39.0 FT)
 KZ2411'SOUTHWEST OF THE CENTER OF A SQUARE MANHOLE COVER, 11.3 M (37.1 FT)
 KZ2411'SOUTHEAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 11.2
 KZ2411'M (36.7 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 KZ2411'THE HIGHWAY, 7.2 M (23.6 FT) NORTHEAST OF THE NORTHEAST END OF THE
 KZ2411'CENTER PIER OF THE EASTBOUND U.S. HIGHWAY 30 OVERPASS OF THE
 KZ2411'INTERSTATE HIGHWAY, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 KZ2411'AND 0.1 M (0.3 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE
 KZ2411'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 KZ2411'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2263 ***********************************************************************
 KZ2263  DESIGNATION -  ALL 75 18.27
 KZ2263  PID         -  KZ2263
 KZ2263  STATE/COUNTY-  OH/ALLEN
 KZ2263  USGS QUAD   -  BEAVERDAM (1988)
 KZ2263
 KZ2263                         *CURRENT SURVEY CONTROL
 KZ2263  ___________________________________________________________________
 KZ2263* NAD 83(1995)-  40 50 44.86146(N)    083 57 17.30259(W)     ADJUSTED  
 KZ2263* NAVD 88     -       259.961  (meters)     852.89   (feet)  ADJUSTED  
 KZ2263  ___________________________________________________________________
 KZ2263  X           -     508,869.628 (meters)                     COMP
 KZ2263  Y           -  -4,805,108.643 (meters)                     COMP
 KZ2263  Z           -   4,149,630.863 (meters)                     COMP
 KZ2263  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 KZ2263  ELLIP HEIGHT-         224.85  (meters)          (10/07/05) GPS OBS
 KZ2263  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 KZ2263  DYNAMIC HT  -         259.833 (meters)     852.47  (feet)  COMP
 KZ2263  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 KZ2263
 KZ2263  HORZ ORDER  -  FIRST
 KZ2263  VERT ORDER  -  FIRST     CLASS II
 KZ2263  ELLP ORDER  -  FOURTH    CLASS I
 KZ2263
 KZ2263.The horizontal coordinates were established by GPS observations
 KZ2263.and adjusted by the National Geodetic Survey in April 1998..
 KZ2263
 KZ2263.The orthometric height was determined by differential leveling
 KZ2263.and adjusted by the National Geodetic Survey in January 1994..
 KZ2263
 KZ2263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2263
 KZ2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2263
 KZ2263.The ellipsoidal height was determined by GPS observations
 KZ2263.and is referenced to NAD 83.
 KZ2263
 KZ2263.The geoid height was determined by GEOID03.
 KZ2263
 KZ2263.The dynamic height is computed by dividing the NAVD 88
 KZ2263.geopotential number by the normal gravity value computed on the
 KZ2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ2263.degrees latitude (g = 980.6199 gals.).
 KZ2263
 KZ2263.The modeled gravity was interpolated from observed gravity values.
 KZ2263
 KZ2263;                    North         East     Units Scale Factor Converg.
 KZ2263;SPC OH N     -   131,960.377   477,327.019   MT  0.99994660   -0 57 20.6
 KZ2263;UTM  17      - 4,525,841.961   250,901.841   MT  1.00036379   -1 56 00.6
 KZ2263;UTM  16      - 4,526,103.178   756,719.097   MT  1.00041125   +1 59 33.8
 KZ2263
 KZ2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2263!SPC OH N     -   0.99996473  x   0.99994660  =   0.99991133
 KZ2263!UTM  17      -   0.99996473  x   1.00036379  =   1.00032851
 KZ2263!UTM  16      -   0.99996473  x   1.00041125  =   1.00037597
 KZ2263
 KZ2263                          SUPERSEDED SURVEY CONTROL
 KZ2263
 KZ2263  ELLIP H (04/01/98)  224.88   (m)                       GP(       ) 4 1
 KZ2263  NAD 83(1986)-  40 50 44.87117(N)    083 57 17.31719(W) AD(       ) 1
 KZ2263  NGVD 29 (07/23/91)  260.1    (m)          853.     (f) GPS OBS        
 KZ2263
 KZ2263.Superseded values are not recommended for survey control.
 KZ2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2263.See file dsdata.txt to determine how the superseded data were derived.
 KZ2263
 KZ2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5090225842(NAD 83)
 KZ2263_MARKER: DD = SURVEY DISK
 KZ2263_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KZ2263_SP_SET: BRIDGE ABUTMENT
 KZ2263_STAMPING: ALL. 75 18.27
 KZ2263_MARK LOGO: OHDT  
 KZ2263_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ2263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2263+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1993
 KZ2263
 KZ2263  HISTORY     - Date     Condition        Report By
 KZ2263  HISTORY     - 1990     MONUMENTED       OHDT
 KZ2263  HISTORY     - 19930712 GOOD             NGS
 KZ2263
 KZ2263                          STATION DESCRIPTION
 KZ2263
 KZ2263'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 KZ2263'STATION IS LOCATED 1.0 MI (1.6 KM) NORTH OF BEAVERDAM ON INTERSTATE 75
 KZ2263'R/W, IN T 2 S, R 8 E, NORTHWEST QUARTER OF SECTION 28, RICHLAND TWP.
 KZ2263'TO REACH FROM I-75 AND US 30 GO 1.0 MI (1.6 KM) NORTH ON I-75 TO THE
 KZ2263'STATION ON THE LEFT, AT A SMALL BRIDGE JUST BEFORE A COUNTY ROAD
 KZ2263'(SWANEY ROAD) OVERPASS.
 KZ2263'MARK IS SET IN THE NORTHEAST CONCRETE ABUTMENT OF THE SOUTH BOUND
 KZ2263'BRIDGES, 428.5 FT (130.6 M) SOUTH OF THE SWANEY ROAD BRIDGE OVER
 KZ2263'I-75, 38 FT (11.6 M) SOUTHWEST OF CATCH BASIN IN MEDIAN, AND 1.0 FT
 KZ2263'(0.3 M) WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 KZ2263
 KZ2263                          STATION RECOVERY (1993)
 KZ2263
 KZ2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 KZ2263'18.0 KM (11.20 MI) NORTHERLY ALONG THE INTERSTATE HIGHWAY 75 FROM THE
 KZ2263'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), IN TOP OF AND 0.4 M
 KZ2263'(1.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 KZ2263'ABUTMENT OF THE SOUTHBOUND BRIDGE SPANNING LITTLE RILEY CREEK, 126.0
 KZ2263'M (413.4 FT) SOUTHWEST OF THE CENTER OF SWANEY ROAD, AND 7.3 M (24.0
 KZ2263'FT) SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND
 KZ2263'LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2264 ***********************************************************************
 KZ2264  DESIGNATION -  ALL 75 21.40
 KZ2264  PID         -  KZ2264
 KZ2264  STATE/COUNTY-  OH/ALLEN
 KZ2264  USGS QUAD   -  BLUFFTON (1988)
 KZ2264
 KZ2264                         *CURRENT SURVEY CONTROL
 KZ2264  ___________________________________________________________________
 KZ2264* NAD 83(1995)-  40 52 35.02470(N)    083 54 36.09482(W)     ADJUSTED  
 KZ2264* NAVD 88     -       256.591  (meters)     841.83   (feet)  ADJUSTED  
 KZ2264  ___________________________________________________________________
 KZ2264  X           -     512,388.786 (meters)                     COMP
 KZ2264  Y           -  -4,802,496.055 (meters)                     COMP
 KZ2264  Z           -   4,152,198.759 (meters)                     COMP
 KZ2264  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 KZ2264  ELLIP HEIGHT-         221.34  (meters)          (10/07/05) GPS OBS
 KZ2264  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 KZ2264  DYNAMIC HT  -         256.464 (meters)     841.42  (feet)  COMP
 KZ2264  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 KZ2264
 KZ2264  HORZ ORDER  -  FIRST
 KZ2264  VERT ORDER  -  FIRST     CLASS II
 KZ2264  ELLP ORDER  -  FOURTH    CLASS I
 KZ2264
 KZ2264.The horizontal coordinates were established by GPS observations
 KZ2264.and adjusted by the National Geodetic Survey in April 1998..
 KZ2264
 KZ2264.The orthometric height was determined by differential leveling
 KZ2264.and adjusted by the National Geodetic Survey in January 1994..
 KZ2264
 KZ2264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2264
 KZ2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2264
 KZ2264.The ellipsoidal height was determined by GPS observations
 KZ2264.and is referenced to NAD 83.
 KZ2264
 KZ2264.The geoid height was determined by GEOID03.
 KZ2264
 KZ2264.The dynamic height is computed by dividing the NAVD 88
 KZ2264.geopotential number by the normal gravity value computed on the
 KZ2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ2264.degrees latitude (g = 980.6199 gals.).
 KZ2264
 KZ2264.The modeled gravity was interpolated from observed gravity values.
 KZ2264
 KZ2264;                    North         East     Units Scale Factor Converg.
 KZ2264;SPC OH N     -   135,295.999   481,157.579   MT  0.99994469   -0 55 34.7
 KZ2264;UTM  17      - 4,529,113.016   254,790.380   MT  1.00034013   -1 54 19.3
 KZ2264
 KZ2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2264!SPC OH N     -   0.99996528  x   0.99994469  =   0.99990997
 KZ2264!UTM  17      -   0.99996528  x   1.00034013  =   1.00030540
 KZ2264
 KZ2264                          SUPERSEDED SURVEY CONTROL
 KZ2264
 KZ2264  ELLIP H (04/01/98)  221.37   (m)                       GP(       ) 4 1
 KZ2264  NAD 83(1986)-  40 52 35.03444(N)    083 54 36.10938(W) AD(       ) 1
 KZ2264  NGVD 29 (07/23/91)  256.7    (m)          842.     (f) GPS OBS        
 KZ2264
 KZ2264.Superseded values are not recommended for survey control.
 KZ2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2264.See file dsdata.txt to determine how the superseded data were derived.
 KZ2264
 KZ2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5479029113(NAD 83)
 KZ2264_MARKER: I = METAL ROD
 KZ2264_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 KZ2264_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 KZ2264_STAMPING: ALL. 75 21.40
 KZ2264_MARK LOGO: OHDT  
 KZ2264_PROJECTION: FLUSH
 KZ2264_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ2264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2264+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1993
 KZ2264_ROD/PIPE-DEPTH: 6.4  meters
 KZ2264_SLEEVE-DEPTH  : 1 meters
 KZ2264
 KZ2264  HISTORY     - Date     Condition        Report By
 KZ2264  HISTORY     - 1990     MONUMENTED       OHDT
 KZ2264  HISTORY     - 19930712 GOOD             NGS
 KZ2264
 KZ2264                          STATION DESCRIPTION
 KZ2264
 KZ2264'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 KZ2264'STATION IS LOCATED 0.5 MI (0.8 KM) SOUTH OF BLUFFTON ON INTERSTATE 75
 KZ2264'IN THE NORTHEAST QUARTER OF SECTION 14, T 2 S, R 8 E,  ON INTERSTATE
 KZ2264'75 R/W NEAR AN EMERGENCY TURN AROUND.
 KZ2264'TO REACH STATION FROM BLUFFTON I-75 AND BENTLY ROAD GO SOUTH 0.65 MI
 KZ2264'(1.05 KM) ON I-75 TO MARK ON RIGHT.  MARK IS 4 FT (1.2 M) EAST OF
 KZ2264'WEST R/W FENCE ACROSS FROM TURN  AROUND, 467 FT (142.3 M) NORTH OF A
 KZ2264'48 IN CULVERT, 680 FT (207.3 M) SOUTH OF PETROLEUM PIPELINE VALVES
 KZ2264'AND 1.0 FT (0.3 M) EAST OF A ORANGE FIBERGLASS WITNESS POST.
 KZ2264
 KZ2264                          STATION RECOVERY (1993)
 KZ2264
 KZ2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 KZ2264'23.1 KM (14.35 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 KZ2264'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), 1.1 KM (0.70 MI)
 KZ2264'SOUTHWEST OF THE INTERSECTION OF BENTLEY ROAD, 21.0 M (68.9 FT)
 KZ2264'SOUTHWEST OF A BRACED FENCE POST, 18.2 M (59.7 FT) NORTHWEST OF THE
 KZ2264'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 3.1 M (10.2 FT)
 KZ2264'SOUTHWEST OF THE EXTENDED CENTER OF A HIGHWAY CROSSOVER, 1.2 M (3.9
 KZ2264'FT) SOUTHEAST OF A FENCE, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 KZ2264'HIGHWAY, AND 0.1 M (0.3 FT) SOUTHEAST OF A WITNESS POST.
 KZ2264'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 KZ2264'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2265 ***********************************************************************
 KZ2265  DESIGNATION -  ALL 75 2268
 KZ2265  PID         -  KZ2265
 KZ2265  STATE/COUNTY-  OH/ALLEN
 KZ2265  USGS QUAD   -  BLUFFTON (1988)
 KZ2265
 KZ2265                         *CURRENT SURVEY CONTROL
 KZ2265  ___________________________________________________________________
 KZ2265* NAD 83(1995)-  40 53 03.66397(N)    083 53 21.00128(W)     ADJUSTED  
 KZ2265* NAVD 88     -       254.050  (meters)     833.50   (feet)  ADJUSTED  
 KZ2265  ___________________________________________________________________
 KZ2265  X           -     514,075.406 (meters)                     COMP
 KZ2265  Y           -  -4,801,732.315 (meters)                     COMP
 KZ2265  Z           -   4,152,865.054 (meters)                     COMP
 KZ2265  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 KZ2265  ELLIP HEIGHT-         218.76  (meters)          (10/07/05) GPS OBS
 KZ2265  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 KZ2265  DYNAMIC HT  -         253.924 (meters)     833.08  (feet)  COMP
 KZ2265  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 KZ2265
 KZ2265  HORZ ORDER  -  FIRST
 KZ2265  VERT ORDER  -  FIRST     CLASS II
 KZ2265  ELLP ORDER  -  FOURTH    CLASS I
 KZ2265
 KZ2265.The horizontal coordinates were established by GPS observations
 KZ2265.and adjusted by the National Geodetic Survey in April 1998..
 KZ2265
 KZ2265.The orthometric height was determined by differential leveling
 KZ2265.and adjusted by the National Geodetic Survey in January 1994..
 KZ2265
 KZ2265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2265
 KZ2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2265
 KZ2265.The ellipsoidal height was determined by GPS observations
 KZ2265.and is referenced to NAD 83.
 KZ2265
 KZ2265.The geoid height was determined by GEOID03.
 KZ2265
 KZ2265.The dynamic height is computed by dividing the NAVD 88
 KZ2265.geopotential number by the normal gravity value computed on the
 KZ2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ2265.degrees latitude (g = 980.6199 gals.).
 KZ2265
 KZ2265.The modeled gravity was interpolated from observed gravity values.
 KZ2265
 KZ2265;                    North         East     Units Scale Factor Converg.
 KZ2265;SPC OH N     -   136,151.079   482,929.603   MT  0.99994424   -0 54 45.4
 KZ2265;UTM  17      - 4,529,938.010   256,577.455   MT  1.00032937   -1 53 31.2
 KZ2265
 KZ2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2265!SPC OH N     -   0.99996569  x   0.99994424  =   0.99990993
 KZ2265!UTM  17      -   0.99996569  x   1.00032937  =   1.00029504
 KZ2265
 KZ2265                          SUPERSEDED SURVEY CONTROL
 KZ2265
 KZ2265  ELLIP H (04/01/98)  218.79   (m)                       GP(       ) 4 1
 KZ2265  NAD 83(1986)-  40 53 03.67377(N)    083 53 21.01565(W) AD(       ) 1
 KZ2265  NGVD 29 (07/23/91)  254.2    (m)          834.     (f) GPS OBS        
 KZ2265
 KZ2265.Superseded values are not recommended for survey control.
 KZ2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2265.See file dsdata.txt to determine how the superseded data were derived.
 KZ2265
 KZ2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5657729938(NAD 83)
 KZ2265_MARKER: DD = SURVEY DISK
 KZ2265_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KZ2265_SP_SET: BRIDGE ABUTMENT
 KZ2265_STAMPING: ALL. 75 22.68
 KZ2265_MARK LOGO: OHDT  
 KZ2265_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ2265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2265+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1993
 KZ2265
 KZ2265  HISTORY     - Date     Condition        Report By
 KZ2265  HISTORY     - 1990     MONUMENTED       OHDT
 KZ2265  HISTORY     - 19930712 GOOD             NGS
 KZ2265
 KZ2265                          STATION DESCRIPTION
 KZ2265
 KZ2265'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 KZ2265'STATION IS LOCATED AT BLUFFTON ON INTERSTATE 75 R/W AT THE FLAT ROCK
 KZ2265'CREEK BRIDGE IN THE SOUTHEAST QUARTER OF SECTION 12, T 2 S, R 8 E,
 KZ2265'RICHLAND TWP.
 KZ2265'TO REACH FROM THE BENTLY ROAD I-75 EXIT RAMPS (BLUFFTONS SOUTHERN
 KZ2265'ON-OFF RAMPS) GO NORTH 0.5 MI (0.8 KM) ON I-75 TO THE FLAT ROCK CREEK
 KZ2265'BRIDGES AND THE STATION ON THE LEFT.
 KZ2265'MARK IS IN THE SOUTHEAST ABUTMENT OF THE SOUTH BOUND LANE BRIDGE, 0.5
 KZ2265'FT (0.2 M) ABOVE I-75 CENTERLINE, 46 FT (14.0 M) EAST OF CONCRETE
 KZ2265'BIKE PATH (UNDER BRIDGES), 45 FT (13.7 M) NORTHWEST OF A CATCH BASIN
 KZ2265'IN THE MEDIAN, AND 1.0 FT (0.3 M) NORTH OF AN ORANGE FIBERGLASS
 KZ2265'WITNESS POST.
 KZ2265
 KZ2265                          STATION RECOVERY (1993)
 KZ2265
 KZ2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 KZ2265'25.2 KM (15.65 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 KZ2265'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), IN TOP OF AND 0.4 M
 KZ2265'(1.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 KZ2265'SOUTHBOUND HIGHWAY BRIDGE SPANNING FLAT ROCK CREEK AND A BIKE PATH,
 KZ2265'6.1 M (20.0 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 KZ2265'SOUTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 KZ2265'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1905 ***********************************************************************
 KZ1905  DESIGNATION -  ALLEN
 KZ1905  PID         -  KZ1905
 KZ1905  STATE/COUNTY-  OH/DELAWARE
 KZ1905  USGS QUAD   -  OLIVE GREEN (1973)
 KZ1905
 KZ1905                         *CURRENT SURVEY CONTROL
 KZ1905  ___________________________________________________________________
 KZ1905* NAD 83(1995)-  40 15 50.31893(N)    082 50 38.59000(W)     ADJUSTED  
 KZ1905* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 KZ1905  ___________________________________________________________________
 KZ1905  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 KZ1905  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ1905
 KZ1905  HORZ ORDER  -  FIRST
 KZ1905
 KZ1905.The horizontal coordinates were established by classical geodetic methods
 KZ1905.and adjusted by the National Geodetic Survey in April 1998..
 KZ1905
 KZ1905.The orthometric height was scaled from a topographic map.
 KZ1905
 KZ1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1905
 KZ1905.The geoid height was determined by GEOID03.
 KZ1905
 KZ1905;                    North         East     Units Scale Factor Converg.
 KZ1905;SPC OH N     -    66,387.938   570,732.454   MT  1.00003675   -0 13 33.7
 KZ1905;UTM  17      - 4,458,687.987   343,195.507   MT  0.99990268   -1 11 31.5
 KZ1905
 KZ1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1905!SPC OH N     -   0.99995595  x   1.00003675  =   0.99999269
 KZ1905!UTM  17      -   0.99995595  x   0.99990268  =   0.99985863
 KZ1905
 KZ1905:                Primary Azimuth Mark                     Grid Az
 KZ1905:SPC OH N     -  CENTERBURG MUNICIPAL TANK                068 34 27.0
 KZ1905:UTM  17      -  CENTERBURG MUNICIPAL TANK                069 32 24.8
 KZ1905
 KZ1905|---------------------------------------------------------------------|
 KZ1905| PID    Reference Object                     Distance      Geod. Az  |
 KZ1905|                                                           dddmmss.s |
 KZ1905| KZ1887 CENTERBURG MUNICIPAL TANK           APPROX.13.9 KM 0682053.3 |
 KZ1905| CE6123 ALLEN RM 1                           90.200 METERS 07303     |
 KZ1905| KZ1897 SUNBURY MUNICIPAL TANK              APPROX. 2.1 KM 2084020.6 |
 KZ1905| CE6122 ALLEN AZ MK                                        3172314.9 |
 KZ1905| CE6124 ALLEN RM 2                          266.900 METERS 34015     |
 KZ1905|---------------------------------------------------------------------|
 KZ1905
 KZ1905                          SUPERSEDED SURVEY CONTROL
 KZ1905
 KZ1905  NAD 83(1986)-  40 15 50.32575(N)    082 50 38.59660(W) AD(       ) 1
 KZ1905  NAD 27      -  40 15 50.10218(N)    082 50 38.95389(W) AD(       ) 1
 KZ1905
 KZ1905.Superseded values are not recommended for survey control.
 KZ1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1905.See file dsdata.txt to determine how the superseded data were derived.
 KZ1905
 KZ1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4319658688(NAD 83)
 KZ1905_MARKER: DS = TRIANGULATION STATION DISK
 KZ1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1905
 KZ1905  HISTORY     - Date     Condition        Report By
 KZ1905  HISTORY     - 1928     MONUMENTED       CGS
 KZ1905  HISTORY     - 1933     GOOD             CGS
 KZ1905  HISTORY     - 1933     GOOD             CGS
 KZ1905
 KZ1905                          STATION DESCRIPTION
 KZ1905
 KZ1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 KZ1905'ABOUT 7/8 MILE EAST
 KZ1905'AND 1-1/2 MILES
 KZ1905'NORTH OF SUNBURY ON LAND OWNED BY C. E. ALLEN.
 KZ1905'STATION IS 1 FOOT UNDERGROUND ON
 KZ1905'SMALL KNOLL IN NORTHWEST CORNER
 KZ1905'OF ORCHARD NORTHWEST OF HOUSE.
 KZ1905'
 KZ1905'REFERENCE MARK NO. 1, EAST-NORTHEAST, NEAR NORTHEAST CORNER
 KZ1905'OF PASTURE EAST OF
 KZ1905'HOUSE.
 KZ1905'
 KZ1905'REFERENCE MARK NO. 2, NORTH-NORTHWEST, ON FENCE LINE ABOUT
 KZ1905'100 YARDS
 KZ1905'NORTH-NORTHWEST OF HOUSE.
 KZ1905'
 KZ1905'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KZ1905'DISKS SET IN CONCRETE.
 KZ1905'
 KZ1905'A 115-FOOT STEEL TOWER USED.
 KZ1905
 KZ1905                          STATION RECOVERY (1933)
 KZ1905
 KZ1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JSB)
 KZ1905'SITUATED 2.2 MILES BY ROAD NORTHEAST OF SUNBURY.  ON PROPERTY
 KZ1905'BELONGING TO MR. C.
 KZ1905'E. ALLEN.  THE STATION IS ABOUT 100 PACES NORTHWEST
 KZ1905'OF MR. ALLENS HOUSE.  JUST
 KZ1905'WEST OF A TOOL SHED AND IN THE
 KZ1905'NORTHWEST CORNER OF AN APPLE ORCHARD.  THE
 KZ1905'STATION IS MARKED WITH
 KZ1905'A TABLET SET IN TOP OF A CONCRETE BLOCK 12 INCHES SQUARE AND
 KZ1905'PROJECTING 4 INCHES
 KZ1905'ABOVE THE SURFACE.  THE STATION IS ON LOW GROUND,
 KZ1905'ABOUT 18 FEET LOWER THAN
 KZ1905'THE GROUND 200 YARDS NORTH AND 50 FEET
 KZ1905'LOWER THAN THE GROUND 1/2 MILE EAST.
 KZ1905'
 KZ1905'TO REACH, GO TO SUNBURY.  START FROM JUNCTION OF HIGHWAYS 37
 KZ1905'AND 36 AND FOLLOW
 KZ1905'36 NORTHEAST 1.6 MILES TO GRAVEL ROAD LEADING
 KZ1905'NORTH.  THEN NORTH ON THE GRAVEL
 KZ1905'ROAD 0.6 MILE TO MR. ALLENS
 KZ1905'HOUSE AND THE STATION.  THE HOUSE IS ON LEFT SIDE
 KZ1905'OF ROAD AND
 KZ1905'BARN ON EAST SIDE.
 KZ1905'
 KZ1905'MARKS FOUND IN GOOD CONDITION.
 KZ1905'
 KZ1905'REFERENCE MARK NO. 1, 90.2 METERS DISTANT, BEARING 99 DEG 23 MIN.
 KZ1905'
 KZ1905'REFERENCE MARK NO. 2, 266.9 METERS DISTANT, BEARING 06 DEG 35 MIN.
 KZ1905
 KZ1905                          STATION RECOVERY (1933)
 KZ1905
 KZ1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ1905'STATION
 KZ1905'RECOVERED AS
 KZ1905'DESCRIBED AND AS BELOW- IT IS ABOUT 7/8 MILE EAST
 KZ1905'AND 1-1/2 MILES NORTH OF
 KZ1905'SUNBURY, ON LAND OWNED BY MR. C. T. ALLEN.
 KZ1905'THE MARK IS IN THE NORTHWEST CORNER OF THE
 KZ1905'ORCHARD NORTHWEST OF
 KZ1905'THE HOUSE, 33 FEET WEST OF AN OLD TOOL SHED AND PROJECTS 2
 KZ1905'INCHES.
 KZ1905'
 KZ1905'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE
 KZ1905'STATION, 25 FEET
 KZ1905'WEST OF THE CENTERLINE OF THE HIGHWAY, 55 FEET
 KZ1905'NORTH OF THE FARM ROAD AND PROJECTS
 KZ1905'4 INCHES.
 KZ1905'
 KZ1905'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE
 KZ1905'STATION, IN FENCE
 KZ1905'LINE ACROSS FIELDS TO THE WEST OF THE STATION,
 KZ1905'13 FEET EAST OF A 12-INCH WALNUT
 KZ1905'TREE AND PROJECTS 4 INCHES.  THIS
 KZ1905'WAS EVIDENTLY AZIMUTH MARK 1928.
 KZ1905'
 KZ1905'THE AZIMUTH MARK (1933) IS ON ROUTE 61 ACROSS
 KZ1905'THE FIELDS TO THE
 KZ1905'NORTHWEST OF THE STATION, 300 FEET NORTH OF S.
 KZ1905'BOYDS RESIDENCE, 22 FEET NORTH OF A
 KZ1905'TELEPHONE POLE, 30 FEET EAST
 KZ1905'OF THE CENTERLINE OF ROUTE 61 AND 1.65 MILES NORTH OF
 KZ1905'THE JUNCTION OF
 KZ1905'ROUTE 61 AND U. S. HIGHWAY 36.  THE MARK PROJECTS 5 INCHES.
 KZ1905'
 KZ1905'A 90-FOOT TOWER WAS ERECTED WHICH WOULD SEE ALL STATIONS
 KZ1905'EXCEPT STANFORTH
 KZ1905'1928, SO A 10-FOOT EXTENSION WAS ADDED.
 KZ1905'
 KZ1905'TO REACH FROM SUNBURY, GO NORTH ON U. S. HIGHWAY 36 FOR 1.5
 KZ1905'MILES, TURN LEFT
 KZ1905'ON A GRAVEL ROAD JUST BEFORE REACHING A BRIDGE
 KZ1905'AND GO 0.4 MILE TO MR. ALLENS HOUSE
 KZ1905'AND THE STATION.
 KZ1905'
 KZ1905'NO OTHER OBJECTS VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2118 ***********************************************************************
 MB2118  DESIGNATION -  ALLEN
 MB2118  PID         -  MB2118
 MB2118  STATE/COUNTY-  OH/LAKE
 MB2118  USGS QUAD   -  MADISON (1994)
 MB2118
 MB2118                         *CURRENT SURVEY CONTROL
 MB2118  ___________________________________________________________________
 MB2118* NAD 83(1995)-  41 49 52.42169(N)    081 04 12.35161(W)     ADJUSTED  
 MB2118* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 MB2118  ___________________________________________________________________
 MB2118  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 MB2118  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 MB2118
 MB2118  HORZ ORDER  -  SECOND
 MB2118
 MB2118.The horizontal coordinates were established by classical geodetic methods
 MB2118.and adjusted by the National Geodetic Survey in April 1998..
 MB2118
 MB2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2118
 MB2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2118
 MB2118.The geoid height was determined by GEOID03.
 MB2118
 MB2118;                    North         East     Units Scale Factor Converg.
 MB2118;SPC OH N     -   241,349.535   718,779.021   MT  1.00002795   +0 56 21.7
 MB2118;UTM  17      - 4,631,040.341   494,179.363   MT  0.99960042   -0 02 48.3
 MB2118
 MB2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2118!SPC OH N     -   0.99997785  x   1.00002795  =   1.00000580
 MB2118!UTM  17      -   0.99997785  x   0.99960042  =   0.99957828
 MB2118
 MB2118:                Primary Azimuth Mark                     Grid Az
 MB2118:SPC OH N     -  HUBBARD                                  065 15 28.6
 MB2118:UTM  17      -  HUBBARD                                  066 14 38.6
 MB2118
 MB2118|---------------------------------------------------------------------|
 MB2118| PID    Reference Object                     Distance      Geod. Az  |
 MB2118|                                                           dddmmss.s |
 MB2118| MB2117 HUBBARD                             APPROX. 2.1 KM 0661150.3 |
 MB2118|---------------------------------------------------------------------|
 MB2118
 MB2118                          SUPERSEDED SURVEY CONTROL
 MB2118
 MB2118  NAD 83(1986)-  41 49 52.42787(N)    081 04 12.35516(W) AD(       ) 2
 MB2118  NAD 27      -  41 49 52.27000(N)    081 04 13.01561(W) AD(       ) 2
 MB2118  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 MB2118
 MB2118.Superseded values are not recommended for survey control.
 MB2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2118.See file dsdata.txt to determine how the superseded data were derived.
 MB2118
 MB2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9417931040(NAD 83)
 MB2118_MARKER: DD = SURVEY DISK
 MB2118_SETTING: 0 = UNSPECIFIED SETTING
 MB2118_STAMPING: ALLEN LSC HYDRO 1974
 MB2118_MARK LOGO: USLS  
 MB2118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2118
 MB2118  HISTORY     - Date     Condition        Report By
 MB2118  HISTORY     - 1974     MONUMENTED       USLS
 MB2118
 MB2118                          STATION DESCRIPTION
 MB2118
 MB2118'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2118'THIRD ORDER EODM TRAVERSE STATION--POSITIONED BY OPEN-ENDED TRAVERSE
 MB2118'FROM CHADWICK LSC, 1974.
 MB2118'
 MB2118'THE STATION IS LOCATED ABOUT 12 MILES EAST OF PAINESVILLE,
 MB2118'ABOUT 16 MILES WEST OF ASHTABULA, IN REDBROOK, ATOP A MECHANICAL
 MB2118'CONCRETE AND STEEL BOAT LAUNCHING DEVICE EXTENDING INTO LAKE ERIE,
 MB2118'OWNED BY THE ALLEN FAMILY.
 MB2118'
 MB2118'TO REACH THE STATION FROM PAINESVILLE, PROCEED EAST ON STATE
 MB2118'HIGHWAY 20 FOR APPROXIMATELY 11 MILES TO GREEN ROAD.  TURN
 MB2118'LEFT, NORTH, AND PROCEED 1.9 MILES TO AN UNNAMED
 MB2118'INTERSECTION.  THERE IS THE OHIO WATER SERVICE COMPANY--LAKE
 MB2118'ERIE EAST PLANT ON THE RIGHT, EAST, JUST BEFORE THE
 MB2118'INTERSECTION.  TURN LEFT AND PROCEED 0.1 MILES ON THE
 MB2118'UNNAMED ROAD TO ITS END AT MEADOWS LANE.  TURN LEFT, NORTH AND
 MB2118'PROCEED 0.2 MILES TO 6121 SHORE DRIVE, BETWEEN THESE TWO
 MB2118'POINTS.  ON FOOT, PROCEED NORTH, THROUGH THE ALLEN PROPERTY
 MB2118'TO THE SHORE, AND THE STATION ATOP THE BOAT LAUNCHING
 MB2118'APARATUS.
 MB2118'
 MB2118'THE STATION MARK IS A STANDARD BLANK BRONZE DISC EPOXIED
 MB2118'FLUSH ATOP THE CONCRETE DECK OF THE BOAT LAUNCHING APARATUS,
 MB2118'STAMPED ALLEN LSC HYDRO 1974, AND LOCATED 1.22 FEET FROM THE
 MB2118'MOST NEARLY NORTHERN EDGE, 6.43 FEET FROM THE MOST EASTERLY
 MB2118'EDGE, 8.79 FEET FROM THE MOST SOUTHERLY EDGE, AND 5.81 FEET
 MB2118'FROM THE EDGE WHICH IS MOST NEARLY WESTERN.
 MB2118'
 MB2118'NO REFERENCE MARKS.  EXCELLENT VISIBILITY IS AFFORDED TO ALL
 MB2118'POINTS SEAWARD AND ALONG THE COAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1846 ***********************************************************************
 DI1846  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1846  DESIGNATION -  ALLEN COUNTY CORS ARP
 DI1846  CORS_ID     -  OHAL
 DI1846  PID         -  DI1846
 DI1846  STATE/COUNTY-  OH/ALLEN
 DI1846  USGS QUAD   -  CAIRO (1983)
 DI1846
 DI1846                         *CURRENT SURVEY CONTROL
 DI1846  ___________________________________________________________________
 DI1846* NAD 83(CORS)-  40 46 09.73941(N)    084 06 25.04598(W)     ADJUSTED  
 DI1846* NAVD 88     -                                                        
 DI1846  ___________________________________________________________________
 DI1846  EPOCH DATE  -        2002.00
 DI1846  X           -     496,677.975 (meters)                     COMP
 DI1846  Y           -  -4,811,967.873 (meters)                     COMP
 DI1846  Z           -   4,143,213.598 (meters)                     COMP
 DI1846  ELLIP HEIGHT-         235.06  (meters)          (10/??/06) GPS OBS
 DI1846  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DI1846
 DI1846  HORZ ORDER  -  SPECIAL (CORS)
 DI1846  ELLP ORDER  -  SPECIAL (CORS)
 DI1846
 DI1846.ITRF positions are available for this station.
 DI1846.The coordinates were established by GPS observations
 DI1846.and adjusted by the National Geodetic Survey in October 2006..
 DI1846.The coordinates are valid at the epoch date displayed above.
 DI1846.The epoch date for horizontal control is a decimal equivalence
 DI1846.of Year/Month/Day.
 DI1846
 DI1846
 DI1846.The PID for the CORS L1 Phase Center is DI1847.
 DI1846
 DI1846.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1846
 DI1846.The ellipsoidal height was determined by GPS observations
 DI1846.and is referenced to NAD 83.
 DI1846
 DI1846.The geoid height was determined by GEOID03.
 DI1846
 DI1846;                    North         East     Units Scale Factor Converg.
 DI1846;SPC OH N     -   123,700.681   464,342.292   MT  0.99995262   -1 03 20.5
 DI1846
 DI1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1846!SPC OH N     -   0.99996313  x   0.99995262  =   0.99991575
 DI1846
 DI1846                          SUPERSEDED SURVEY CONTROL
 DI1846
 DI1846.No superseded survey control is available for this station.
 DI1846
 DI1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4417117183(NAD 83)
 DI1846_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1846
 DI1846                          STATION DESCRIPTION
 DI1846
 DI1846'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1846'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1846'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1846'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1846'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1846'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1847 ***********************************************************************
 DI1847  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1847  DESIGNATION -  ALLEN COUNTY CORS L1 PHASE CENTER
 DI1847  CORS_ID     -  OHAL
 DI1847  PID         -  DI1847
 DI1847  STATE/COUNTY-  OH/ALLEN
 DI1847  USGS QUAD   -  CAIRO (1983)
 DI1847
 DI1847                         *CURRENT SURVEY CONTROL
 DI1847  ___________________________________________________________________
 DI1847* NAD 83(CORS)-  40 46 09.73942(N)    084 06 25.04596(W)     ADJUSTED  
 DI1847* NAVD 88     -                                                        
 DI1847  ___________________________________________________________________
 DI1847  EPOCH DATE  -        2002.00
 DI1847  X           -     496,677.981 (meters)                     COMP
 DI1847  Y           -  -4,811,967.926 (meters)                     COMP
 DI1847  Z           -   4,143,213.644 (meters)                     COMP
 DI1847  ELLIP HEIGHT-         235.13  (meters)          (10/??/06) GPS OBS
 DI1847  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 DI1847
 DI1847  HORZ ORDER  -  SPECIAL (CORS)
 DI1847  ELLP ORDER  -  SPECIAL (CORS)
 DI1847
 DI1847.ITRF positions are available for this station.
 DI1847.The coordinates were established by GPS observations
 DI1847.and adjusted by the National Geodetic Survey in October 2006..
 DI1847.The coordinates are valid at the epoch date displayed above.
 DI1847.The epoch date for horizontal control is a decimal equivalence
 DI1847.of Year/Month/Day.
 DI1847
 DI1847
 DI1847.The PID for the CORS ARP is DI1846.
 DI1847
 DI1847.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1847
 DI1847.The ellipsoidal height was determined by GPS observations
 DI1847.and is referenced to NAD 83.
 DI1847
 DI1847.The geoid height was determined by GEOID03.
 DI1847
 DI1847;                    North         East     Units Scale Factor Converg.
 DI1847;SPC OH N     -   123,700.681   464,342.293   MT  0.99995262   -1 03 20.5
 DI1847
 DI1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1847!SPC OH N     -   0.99996312  x   0.99995262  =   0.99991574
 DI1847
 DI1847                          SUPERSEDED SURVEY CONTROL
 DI1847
 DI1847.No superseded survey control is available for this station.
 DI1847
 DI1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4417117183(NAD 83)
 DI1847_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1847
 DI1847                          STATION DESCRIPTION
 DI1847
 DI1847'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1847'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1847'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1847'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1847'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1847'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2546 ***********************************************************************
 LA2546  DESIGNATION -  ALLEN FORD 1
 LA2546  PID         -  LA2546
 LA2546  STATE/COUNTY-  OH/ALLEN
 LA2546  USGS QUAD   -  CAIRO (1983)
 LA2546
 LA2546                         *CURRENT SURVEY CONTROL
 LA2546  ___________________________________________________________________
 LA2546* NAD 83(1986)-  40 46 27.     (N)    084 04 53.     (W)     SCALED    
 LA2546* NAVD 88     -       263.979  (meters)     866.07   (feet)  ADJUSTED  
 LA2546  ___________________________________________________________________
 LA2546  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 LA2546  DYNAMIC HT  -         263.850 (meters)     865.65  (feet)  COMP
 LA2546  MODELED GRAV-     980,129.4   (mgal)                       NAVD 88
 LA2546
 LA2546  VERT ORDER  -  FIRST     CLASS II
 LA2546
 LA2546.The horizontal coordinates were scaled from a topographic map and have
 LA2546.an estimated accuracy of +/- 6 seconds.
 LA2546
 LA2546.The orthometric height was determined by differential leveling
 LA2546.and adjusted by the National Geodetic Survey in January 1994..
 LA2546
 LA2546.The geoid height was determined by GEOID03.
 LA2546
 LA2546.The dynamic height is computed by dividing the NAVD 88
 LA2546.geopotential number by the normal gravity value computed on the
 LA2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2546.degrees latitude (g = 980.6199 gals.).
 LA2546
 LA2546.The modeled gravity was interpolated from observed gravity values.
 LA2546
 LA2546;                    North         East    Units  Estimated Accuracy
 LA2546;SPC OH N     -   124,190.      466,510.      MT  (+/- 180 meters Scaled)
 LA2546
 LA2546                          SUPERSEDED SURVEY CONTROL
 LA2546
 LA2546.No superseded survey control is available for this station.
 LA2546
 LA2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL463177(NAD 83)
 LA2546_MARKER: I = METAL ROD
 LA2546_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2546_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2546_STAMPING: ALLEN FORD NO 1
 LA2546_MARK LOGO: OHDT  
 LA2546_PROJECTION: FLUSH
 LA2546_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2546+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1993
 LA2546_ROD/PIPE-DEPTH: 11.0 meters
 LA2546_SLEEVE-DEPTH  : 0.9 meters
 LA2546
 LA2546  HISTORY     - Date     Condition        Report By
 LA2546  HISTORY     - UNK      MONUMENTED       OHDT
 LA2546  HISTORY     - 19930707 GOOD             NGS
 LA2546
 LA2546                          STATION DESCRIPTION
 LA2546
 LA2546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2546'5.2 KM (3.25 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2546'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), THENCE 1.4 KM (0.85
 LA2546'MI) WESTERLY ALONG BIBLE ROAD, 88.0 M (288.7 FT) WEST OF THE
 LA2546'CENTERLINE OF NEUBRECT ROAD, 10.4 M (34.1 FT) NORTH OF THE CENTER OF
 LA2546'BIBLE ROAD, 0.8 M (2.6 FT) SOUTH OF A WITNESS POST AND THE SOUTHEAST
 LA2546'CORNER OF A CHAIN-LINK FENCE ENCLOSING THE FORD MOTOR COMPANY, AND
 LA2546'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROADS.  NOTE--ACCESS TO THE
 LA2546'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 LA2546'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE LOGO CAP IS STAMPED
 LA2546'AS ABOVE, BUT THE ROD CAP IS STAMPED AELEN FORD NO 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1300 ***********************************************************************
 KY1300  DESIGNATION -  ALLIANCE
 KY1300  PID         -  KY1300
 KY1300  STATE/COUNTY-  OH/STARK
 KY1300  USGS QUAD   -  ALLIANCE (1994)
 KY1300
 KY1300                         *CURRENT SURVEY CONTROL
 KY1300  ___________________________________________________________________
 KY1300* NAD 83(1986)-  40 54 06.     (N)    081 06 21.     (W)     SCALED    
 KY1300* NAVD 88     -       374.831  (meters)    1229.76   (feet)  ADJUSTED  
 KY1300  ___________________________________________________________________
 KY1300  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KY1300  DYNAMIC HT  -         374.654 (meters)    1229.18  (feet)  COMP
 KY1300  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 KY1300
 KY1300  VERT ORDER  -  FIRST     CLASS II
 KY1300
 KY1300.The horizontal coordinates were scaled from a topographic map and have
 KY1300.an estimated accuracy of +/- 6 seconds.
 KY1300
 KY1300.The orthometric height was determined by differential leveling
 KY1300.and adjusted by the National Geodetic Survey in June 1991..
 KY1300
 KY1300.The geoid height was determined by GEOID03.
 KY1300
 KY1300.The dynamic height is computed by dividing the NAVD 88
 KY1300.geopotential number by the normal gravity value computed on the
 KY1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1300.degrees latitude (g = 980.6199 gals.).
 KY1300
 KY1300.The modeled gravity was interpolated from observed gravity values.
 KY1300
 KY1300;                    North         East    Units  Estimated Accuracy
 KY1300;SPC OH N     -   138,080.      717,460.      MT  (+/- 180 meters Scaled)
 KY1300
 KY1300                          SUPERSEDED SURVEY CONTROL
 KY1300
 KY1300  NGVD 29 (??/??/92)  374.988  (m)         1230.27   (f) ADJ UNCH    1 2
 KY1300
 KY1300.Superseded values are not recommended for survey control.
 KY1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1300.See file dsdata.txt to determine how the superseded data were derived.
 KY1300
 KY1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF910278(NAD 83)
 KY1300_MARKER: DB = BENCH MARK DISK
 KY1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1300_SP_SET: BUILDING
 KY1300_STAMPING: ALLIANCE 1934
 KY1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1300
 KY1300  HISTORY     - Date     Condition        Report By
 KY1300  HISTORY     - 1934     MONUMENTED       CGS
 KY1300  HISTORY     - 1950     GOOD             NGS
 KY1300  HISTORY     - 19910808 MARK NOT FOUND   OHDT
 KY1300  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 KY1300
 KY1300                          STATION DESCRIPTION
 KY1300
 KY1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1300'AT ALLIANCE.
 KY1300'AT THE INTERSECTION OF SOUTH UNION AND WET STATE STREETS IN THE
 KY1300'PART OF ALLIANCE CALLED MOUNT UNION.  IT IS IN THE EAST FACE
 KY1300'OF THE MOUNT UNION BANK, 17 FEET SOUTH OF THE NORTHEAST CORNER
 KY1300'OF THE BANK, 15.2 FEET WEST OF THE WEST CURB OF UNION STREET
 KY1300'AND 2.8 FEET ABOVE THE SIDEWALK.  A STANDARD DISK SET VERTICALLY.
 KY1300
 KY1300                          STATION RECOVERY (1991)
 KY1300
 KY1300'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (MS)
 KY1300'------ REPORT BY ODOT ---------1991---------- CONDITION - UNKNOWN ---
 KY1300'THE BRICK FACE IN WHICH THE MONUMENT HAD BEEN SET HAS BEEN REFACED AND
 KY1300'THE MONUMENT IS BELIEVED TO BE COVERED OVER.
 KY1300
 KY1300                          STATION RECOVERY (1998)
 KY1300
 KY1300'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3303 ***********************************************************************
 KY3303  DESIGNATION -  ALLIANCE
 KY3303  PID         -  KY3303
 KY3303  STATE/COUNTY-  OH/COLUMBIANA
 KY3303  USGS QUAD   -  ALLIANCE (1994)
 KY3303
 KY3303                         *CURRENT SURVEY CONTROL
 KY3303  ___________________________________________________________________
 KY3303* NAD 83(1995)-  40 54 02.92788(N)    081 05 11.04182(W)     ADJUSTED  
 KY3303* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 KY3303  ___________________________________________________________________
 KY3303  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 KY3303  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KY3303
 KY3303  HORZ ORDER  -  SECOND
 KY3303
 KY3303.The horizontal coordinates were established by classical geodetic methods
 KY3303.and adjusted by the National Geodetic Survey in April 1998..
 KY3303
 KY3303.The orthometric height was scaled from a topographic map.
 KY3303
 KY3303.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3303
 KY3303.The geoid height was determined by GEOID03.
 KY3303
 KY3303;                    North         East     Units Scale Factor Converg.
 KY3303;SPC OH N     -   138,011.978   719,099.608   MT  0.99994336   +0 55 43.2
 KY3303;UTM  17      - 4,527,750.085   492,722.703   MT  0.99960065   -0 03 23.7
 KY3303
 KY3303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3303!SPC OH N     -   0.99995102  x   0.99994336  =   0.99989438
 KY3303!UTM  17      -   0.99995102  x   0.99960065  =   0.99955169
 KY3303
 KY3303:                Primary Azimuth Mark                     Grid Az
 KY3303:SPC OH N     -  ALLIANCE OHIO EDISON COMPANY MAST        017 31 42.1
 KY3303:UTM  17      -  ALLIANCE OHIO EDISON COMPANY MAST        018 30 49.0
 KY3303
 KY3303|---------------------------------------------------------------------|
 KY3303| PID    Reference Object                     Distance      Geod. Az  |
 KY3303|                                                           dddmmss.s |
 KY3303| KY3304 ALLIANCE OHIO EDISON COMPANY MAST   APPROX. 2.2 KM 0182725.3 |
 KY3303| CC9694 ALLIANCE RM 1                        33.353 METERS 04132     |
 KY3303| KY3307 SEBRING STANDPIPE                   APPROX. 5.0 KM 0695305.4 |
 KY3303| KY3299 DAMASCUS W BASE RESET               APPROX. 6.3 KM 0924707.1 |
 KY3303| CC9693 ALLIANCE AZ MK                                     2455857.1 |
 KY3303| KY3301 MOUNT UNION RADIO WFAH TOWER        APPROX. 1.7 KM 2473640.9 |
 KY3303| KY3300 MOUNT UNION STANDPIPE               APPROX. 1.8 KM 2612848.3 |
 KY3303| CC9695 ALLIANCE RM 2                        39.243 METERS 31250     |
 KY3303| KY3302 ALLIANCE ARMOUR CO WATER TANK       APPROX. 5.0 KM 3565852.5 |
 KY3303|---------------------------------------------------------------------|
 KY3303
 KY3303                          SUPERSEDED SURVEY CONTROL
 KY3303
 KY3303  NAD 83(1986)-  40 54 02.93352(N)    081 05 11.04453(W) AD(       ) 2
 KY3303  NAD 27      -  40 54 02.71900(N)    081 05 11.70300(W) AD(       ) 2
 KY3303
 KY3303.Superseded values are not recommended for survey control.
 KY3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3303.See file dsdata.txt to determine how the superseded data were derived.
 KY3303
 KY3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9272327750(NAD 83)
 KY3303_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3303
 KY3303  HISTORY     - Date     Condition        Report By
 KY3303  HISTORY     - 1950     MONUMENTED       CGS
 KY3303  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 KY3303
 KY3303                          STATION DESCRIPTION
 KY3303
 KY3303'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3303'THE STATION IS LOCATED ABOUT SOUTHEAST OF THE CENTER OF ALLIANCE, 500
 KY3303'FEET SOUTHEAST OF THE
 KY3303'INTERSECTION OF U.S. HIGHWAY NO 62 AND THE MAHONING-STARK COUNTY LINE
 KY3303'ROAD AND IN THE EXTREME
 KY3303'NORTHWEST CORNER OF COLUMBIANA COUNTY.  IT IS ON THE NORTH EDGE OF AN
 KY3303'APPLE ORCHARD AND IN THE REAR OF THE
 KY3303'INTERNATIONAL TRUCK AGENCY BUILDING, 64 FEET SOUTHEAST
 KY3303'OF THE SOUTHWEST CORNER OF THE BUILDING, 56 FEET
 KY3303'SOUTHWEST OF THE SOUTHEAST CORNER
 KY3303'OF THE BUILDING, 72 FEET EAST OF THE CENTERLINE OF THE COUNTYLINE
 KY3303'ROAD, 16 FEET SOUTHEAST OF A WITNESS
 KY3303'POST AND BETWEEN THE FIRST AND SECOND ROW OF APPLE TREES FROM THE
 KY3303'NORTH.  IT IS FLUSH WITH THE SURFACE
 KY3303'AND IS STAMPED ALLIANCE 1950.
 KY3303'
 KY3303'REFERENCE MARK NO. 1 IS 57 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 KY3303'THE BUILDING AND 12 FEET SOUTH
 KY3303'OF A CHERRY TREE.  IT IS FLUSH WITH THE SURFACE AND IS STAMPED
 KY3303'ALLIANCE NO 1 1950.
 KY3303'
 KY3303'REFERENCE MARK NO. 2 IS IN STARK COUNTY, 65 FEET NORTHWEST OF THE
 KY3303'SOUTHWEST CORNER OF THE
 KY3303'BUILDING, 39 FEET NORTH OF A 36 INCH ELM TREE, 20 FEET WEST OF THE
 KY3303'CENTERLINE OF THE COUNTYLINE ROAD
 KY3303'AND 1 FOOT SOUTH OF A GUY POLE NO P5634-01.  IT IS STAMPED ALLIANCE
 KY3303'NO 2 1950.
 KY3303'
 KY3303'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 KY3303'PROJECTING 2 INCHES ABOVE THE
 KY3303'SURFACE IN THE EXTREME SOUTHEAST CORNER OF A CEMETERY IN STARK
 KY3303'COUNTY.  IT IS 6.5 FEET SOUTHEAST
 KY3303'OF AN 18 INCH TREE, 5.6 FEET SOUTH OF A WITNESS POST, 2.8 FEET
 KY3303'NORTHEAST OF A FENCE CORNER POST AND 1.7
 KY3303'FEET NORTH OF AN EAST-WEST FENCELINE.  THE MARK
 KY3303'IS STAMPED ALLIANCE 1950.
 KY3303'
 KY3303'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO 62 AND
 KY3303'THE MAHONING- STARK COUNTYLINE
 KY3303'ROAD, GO SOUTH FOR 500 FEET TO THE REAR OF THE INTERNATIONAL TRUCK
 KY3303'AGENCY BUILDING AND THE STATION
 KY3303'SITE.  TO REACH THE AZIMUTH MARK FROM THE STATION, WALK
 KY3303'0.1 MILE WEST TO THE SOUTHEAST CORNER OF A
 KY3303'CEMETERY AND THE MARK.
 KY3303
 KY3303                          STATION RECOVERY (2004)
 KY3303
 KY3303'RECOVERY NOTE BY US POWER SQUADRON 2004
 KY3303'APPLE ORCHARD HAS BEEN REMOVED, BUILDING AND PARKING LOT HAVE BEEN
 KY3303'BUILT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3302 ***********************************************************************
 KY3302  DESIGNATION -  ALLIANCE ARMOUR CO WATER TANK
 KY3302  PID         -  KY3302
 KY3302  STATE/COUNTY-  OH/STARK
 KY3302  USGS QUAD   -  ALLIANCE (1994)
 KY3302
 KY3302                         *CURRENT SURVEY CONTROL
 KY3302  ___________________________________________________________________
 KY3302* NAD 83(1995)-  40 56 43.58789(N)    081 05 22.21583(W)     ADJUSTED  
 KY3302* NAVD 88     -                                                        
 KY3302  ___________________________________________________________________
 KY3302  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 KY3302  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KY3302
 KY3302  HORZ ORDER  -  THIRD
 KY3302
 KY3302.The horizontal coordinates were established by classical geodetic methods
 KY3302.and adjusted by the National Geodetic Survey in April 1998..
 KY3302
 KY3302
 KY3302.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3302
 KY3302.The geoid height was determined by GEOID03.
 KY3302
 KY3302;                    North         East     Units Scale Factor Converg.
 KY3302;SPC OH N     -   142,962.834   718,757.975   MT  0.99994141   +0 55 35.9
 KY3302;UTM  17      - 4,532,704.389   492,466.339   MT  0.99960070   -0 03 31.2
 KY3302
 KY3302                          SUPERSEDED SURVEY CONTROL
 KY3302
 KY3302  NAD 83(1986)-  40 56 43.59338(N)    081 05 22.21838(W) AD(       ) 4
 KY3302  NAD 27      -  40 56 43.38300(N)    081 05 22.87500(W) AD(       ) 3
 KY3302
 KY3302.Superseded values are not recommended for survey control.
 KY3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3302.See file dsdata.txt to determine how the superseded data were derived.
 KY3302
 KY3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9246632704(NAD 83)
 KY3302_MARKER: 51 = TANK
 KY3302_SETTING: 0 = UNSPECIFIED SETTING
 KY3302
 KY3302  HISTORY     - Date     Condition        Report By
 KY3302  HISTORY     - 1950     FIRST OBSERVED   CGS
 KY3302  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KY3302  HISTORY     - 19930707 GOOD             OHDT
 KY3302  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 KY3302
 KY3302                          STATION DESCRIPTION
 KY3302
 KY3302'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3302'STATION IS LOCATED ABOUT 1 MILE NORTH OF THE CITY LIMITS OF
 KY3302'ALLIANCE, AND JUST
 KY3302'NORTH OF BENTON ROAD.  IT IS A WOODEN TANK MOUNTED ON A FOUR LEGGED
 KY3302'STEEL STRUCTURE AND OWNED BY ARMOUR
 KY3302'AND CO.  THE TANK IS 125 FEET HIGH, 25 FEET IN DIAMETER,
 KY3302'AND HAS A CAPACITY OF 100,000 GALLONS.
 KY3302'
 KY3302'POINT OBSERVED ON WAS THE RED LIGHT ON TOP OF THE TANK.
 KY3302
 KY3302                          STATION RECOVERY (1977)
 KY3302
 KY3302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3302'THE STATION WAS RECOVERED, WITH PREVIOUS DESCRIPTION IN QUAD
 KY3302'400811-1038.
 KY3302'
 KY3302'THE STATION IS THE LIGHT TOP CENTER OF THE ALLIANCE ARMOUR
 KY3302'COMPANY WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A
 KY3302'CONICAL TOP AND A FLAT BOTTOM SUPPORTED BY FOUR I-BEAM LEGS.
 KY3302'IT IS GRAY IN COLOR AND APPROXIMATELY 125 FEET HIGH.
 KY3302'
 KY3302'IT IS LOCATED ABOUT 1.8 MILES NORTHEAST OF THE CENTER OF
 KY3302'ALLIANCE, 200 FEET NORTH OF THE CENTERLINE OF ARMOUR AVENUE AND
 KY3302'AT THE PLANT COMPLEX.
 KY3302'
 KY3302'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 KY3302
 KY3302                          STATION RECOVERY (1993)
 KY3302
 KY3302'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY3302'---------REPORT BY ODOT---------YEAR 1993---------CONDITION -GOOD
 KY3302
 KY3302                          STATION RECOVERY (1998)
 KY3302
 KY3302'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY3302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3304 ***********************************************************************
 KY3304  DESIGNATION -  ALLIANCE OHIO EDISON COMPANY MAST
 KY3304  PID         -  KY3304
 KY3304  STATE/COUNTY-  OH/MAHONING
 KY3304  USGS QUAD   -  ALLIANCE (1994)
 KY3304
 KY3304                         *CURRENT SURVEY CONTROL
 KY3304  ___________________________________________________________________
 KY3304* NAD 83(1995)-  40 55 11.62142(N)    081 04 40.81564(W)     ADJUSTED  
 KY3304* NAVD 88     -                                                        
 KY3304  ___________________________________________________________________
 KY3304  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 KY3304  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KY3304
 KY3304  HORZ ORDER  -  THIRD
 KY3304
 KY3304.The horizontal coordinates were established by classical geodetic methods
 KY3304.and adjusted by the National Geodetic Survey in April 1998..
 KY3304
 KY3304
 KY3304.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3304
 KY3304.The geoid height was determined by GEOID03.
 KY3304
 KY3304;                    North         East     Units Scale Factor Converg.
 KY3304;SPC OH N     -   140,142.122   719,772.398   MT  0.99994245   +0 56 03.0
 KY3304;UTM  17      - 4,529,867.620   493,431.779   MT  0.99960053   -0 03 03.9
 KY3304
 KY3304                          SUPERSEDED SURVEY CONTROL
 KY3304
 KY3304  NAD 83(1986)-  40 55 11.62672(N)    081 04 40.81810(W) AD(       ) 4
 KY3304  NAD 27      -  40 55 11.41200(N)    081 04 41.47800(W) AD(       ) 3
 KY3304
 KY3304.Superseded values are not recommended for survey control.
 KY3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3304.See file dsdata.txt to determine how the superseded data were derived.
 KY3304
 KY3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9343229868(NAD 83)
 KY3304_MARKER: 44 = MICROWAVE MAST
 KY3304
 KY3304  HISTORY     - Date     Condition        Report By
 KY3304  HISTORY     - 1950     FIRST OBSERVED   CGS
 KY3304  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 KY3304
 KY3304                          STATION DESCRIPTION
 KY3304
 KY3304'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3304'THE STATION INTERSECTED WAS THE RED LIGHT ON THE OHIO EDISON
 KY3304'MAST.  THE MAST IS
 KY3304'A THREE LEGGED STEEL STRUCTURE 175 FEET HIGH WITH A 15 FOOT ROD ON
 KY3304'TOP, PAINTED ORANGE AND WHITE AND BUILT
 KY3304'IN 1949.  THE MAST IS LOCATED IN THE EASTERN PART OF
 KY3304'ALLIANCE, ABOUT 0.3 MILE NORTH ALONG OYSTER ROAD FROM
 KY3304'THE INTERSECTION WITH LAKE PARK
 KY3304'ROAD.
 KY3304
 KY3304                          STATION RECOVERY (1999)
 KY3304
 KY3304'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY3304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3312 ***********************************************************************
 KY3312  DESIGNATION -  ALLIANCE OHIO EDISON CO MICROWAVE MST
 KY3312  PID         -  KY3312
 KY3312  STATE/COUNTY-  OH/MAHONING
 KY3312  USGS QUAD   -  ALLIANCE (1994)
 KY3312
 KY3312                         *CURRENT SURVEY CONTROL
 KY3312  ___________________________________________________________________
 KY3312* NAD 83(1995)-  40 55 16.45967(N)    081 04 37.92312(W)     ADJUSTED  
 KY3312* NAVD 88     -                                                        
 KY3312  ___________________________________________________________________
 KY3312  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 KY3312  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KY3312
 KY3312  HORZ ORDER  -  THIRD
 KY3312
 KY3312.The horizontal coordinates were established by classical geodetic methods
 KY3312.and adjusted by the National Geodetic Survey in April 1998..
 KY3312
 KY3312
 KY3312.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3312
 KY3312.The geoid height was determined by GEOID03.
 KY3312
 KY3312;                    North         East     Units Scale Factor Converg.
 KY3312;SPC OH N     -   140,292.447   719,837.633   MT  0.99994239   +0 56 05.0
 KY3312;UTM  17      - 4,530,016.750   493,499.566   MT  0.99960052   -0 03 02.0
 KY3312
 KY3312                          SUPERSEDED SURVEY CONTROL
 KY3312
 KY3312  NAD 83(1986)-  40 55 16.46476(N)    081 04 37.92674(W) AD(       ) 4
 KY3312  NAD 27      -  40 55 16.25192(N)    081 04 38.58347(W) AD(       ) 3
 KY3312
 KY3312.Superseded values are not recommended for survey control.
 KY3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3312.See file dsdata.txt to determine how the superseded data were derived.
 KY3312
 KY3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9350030017(NAD 83)
 KY3312_MARKER: 44 = MICROWAVE MAST
 KY3312
 KY3312  HISTORY     - Date     Condition        Report By
 KY3312  HISTORY     - 1977     FIRST OBSERVED   NGS
 KY3312  HISTORY     - 19991030 GOOD             USPSQD
 KY3312
 KY3312                          STATION DESCRIPTION
 KY3312
 KY3312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3312'THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE
 KY3312'ALLIANCE OHIO EDISON COMPANY MICROWAVE MAST WAH 703.  IT IS
 KY3312'A GUYED MAST, PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE
 KY3312'AND APPROXIMATELY 357 FEET HIGH.
 KY3312'
 KY3312'IT IS LOCATED IN THE EAST SECTION OF ALLIANCE, ABOUT 1.5 MILES
 KY3312'EAST OF THE CENTER OF TOWN, 300 FEET EAST OF OYSTER ROAD, AND
 KY3312'300 FEET NORTHEAST OF A POWER SUB-STATION.
 KY3312'
 KY3312'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 KY3312
 KY3312                          STATION RECOVERY (1999)
 KY3312
 KY3312'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY3312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3331 ***********************************************************************
 KY3331  DESIGNATION -  ALLIANCE ROSEMONT ST MUN SPIPE
 KY3331  PID         -  KY3331
 KY3331  STATE/COUNTY-  OH/STARK
 KY3331  USGS QUAD   -  LIMAVILLE (1994)
 KY3331
 KY3331                         *CURRENT SURVEY CONTROL
 KY3331  ___________________________________________________________________
 KY3331* NAD 83(1995)-  40 54 00.85359(N)    081 07 50.47190(W)     ADJUSTED  
 KY3331* NAVD 88     -                                                        
 KY3331  ___________________________________________________________________
 KY3331  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 KY3331  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KY3331
 KY3331  HORZ ORDER  -  THIRD
 KY3331
 KY3331.The horizontal coordinates were established by classical geodetic methods
 KY3331.and adjusted by the National Geodetic Survey in April 1998..
 KY3331
 KY3331
 KY3331.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3331
 KY3331.The geoid height was determined by GEOID03.
 KY3331
 KY3331;                    North         East     Units Scale Factor Converg.
 KY3331;SPC OH N     -   137,888.473   715,369.696   MT  0.99994339   +0 53 58.5
 KY3331;UTM  17      - 4,527,690.750   488,992.497   MT  0.99960149   -0 05 08.0
 KY3331
 KY3331                          SUPERSEDED SURVEY CONTROL
 KY3331
 KY3331  NAD 83(1986)-  40 54 00.85855(N)    081 07 50.47664(W) AD(       ) 4
 KY3331  NAD 27      -  40 54 00.64191(N)    081 07 51.12564(W) AD(       ) 3
 KY3331
 KY3331.Superseded values are not recommended for survey control.
 KY3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3331.See file dsdata.txt to determine how the superseded data were derived.
 KY3331
 KY3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8899227691(NAD 83)
 KY3331_MARKER: 52 = STANDPIPE TANK
 KY3331_SETTING: 0 = UNSPECIFIED SETTING
 KY3331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3331
 KY3331  HISTORY     - Date     Condition        Report By
 KY3331  HISTORY     - 1977     FIRST OBSERVED   NGS
 KY3331  HISTORY     - 19930427 GOOD             OHDT
 KY3331  HISTORY     - 19981031 GOOD             USPSQD
 KY3331
 KY3331                          STATION DESCRIPTION
 KY3331
 KY3331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3331'THE STATION IS THE APEX OF VENT ATOP THE ALLIANCE ROSEMONT
 KY3331'STREET MUNICIPAL WATER STANDPIPE.  THE STANDPIPE HAS A
 KY3331'CYLINDRICAL BODY WITH A DOME TOP AND IS APPROXIMATELY 100
 KY3331'FEET HIGH.
 KY3331'
 KY3331'IT IS LOCATED IN THE SOUTHWEST SECTION OF ALLIANCE, ABOUT
 KY3331'2 MILES SOUTHWEST OF THE CENTER OF TOWN, 0.1 MILE SOUTH OF
 KY3331'U.S. HIGHWAY 62 AND 100 FEET NORTH OF THE CENTERLINE OF
 KY3331'ROSEMONT STREET.
 KY3331'
 KY3331'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 KY3331
 KY3331                          STATION RECOVERY (1993)
 KY3331
 KY3331'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (SJ)
 KY3331'---------REPORT BY ODOT------YEAR 1993-------CONDITION - GOOD------
 KY3331
 KY3331                          STATION RECOVERY (1998)
 KY3331
 KY3331'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY3331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3515 ***********************************************************************
 KY3515  SACS        -  This is a Secondary Airport Control Station.
 KY3515  DESIGNATION -  ALLPORT
 KY3515  PID         -  KY3515
 KY3515  STATE/COUNTY-  OH/MAHONING
 KY3515  USGS QUAD   -  ALLIANCE (1994)
 KY3515
 KY3515                         *CURRENT SURVEY CONTROL
 KY3515  ___________________________________________________________________
 KY3515* NAD 83(1995)-  40 58 53.65293(N)    081 02 19.33467(W)     ADJUSTED  
 KY3515* NAVD 88     -       324.76   (meters)    1065.5    (feet)  RESET     
 KY3515  ___________________________________________________________________
 KY3515  X           -     751,133.475 (meters)                     COMP
 KY3515  Y           -  -4,763,293.084 (meters)                     COMP
 KY3515  Z           -   4,161,069.261 (meters)                     COMP
 KY3515  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 KY3515  ELLIP HEIGHT-         291.14  (meters)          (10/07/05) GPS OBS
 KY3515  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KY3515
 KY3515  HORZ ORDER  -  FIRST
 KY3515  VERT ORDER  -  THIRD
 KY3515  ELLP ORDER  -  FOURTH    CLASS II
 KY3515
 KY3515.This mark is at Miller Airport (4G3)
 KY3515
 KY3515.The horizontal coordinates were established by GPS observations
 KY3515.and adjusted by the National Geodetic Survey in July 1997..
 KY3515
 KY3515.The orthometric height was computed from unverified reset data.
 KY3515.No vertical observational check was made to the station.
 KY3515
 KY3515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3515
 KY3515.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3515
 KY3515.The ellipsoidal height was determined by GPS observations
 KY3515.and is referenced to NAD 83.
 KY3515
 KY3515.The geoid height was determined by GEOID03.
 KY3515
 KY3515;                    North         East     Units Scale Factor Converg.
 KY3515;SPC OH N     -   147,044.713   722,967.543   MT  0.99994027   +0 57 36.0
 KY3515;UTM  17      - 4,536,711.910   496,744.021   MT  0.99960013   -0 01 31.4
 KY3515
 KY3515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3515!SPC OH N     -   0.99995433  x   0.99994027  =   0.99989461
 KY3515!UTM  17      -   0.99995433  x   0.99960013  =   0.99955448
 KY3515
 KY3515:                Primary Azimuth Mark                     Grid Az
 KY3515:SPC OH N     -  ALLPORT AZ MK                            270 23 29.7
 KY3515:UTM  17      -  ALLPORT AZ MK                            271 22 37.1
 KY3515
 KY3515|---------------------------------------------------------------------|
 KY3515| PID    Reference Object                     Distance      Geod. Az  |
 KY3515|                                                           dddmmss.s |
 KY3515| KY3518 ALLPORT AZ MK                       496.535 METERS 2712105.7 |
 KY3515|---------------------------------------------------------------------|
 KY3515
 KY3515                          SUPERSEDED SURVEY CONTROL
 KY3515
 KY3515  NAD 83(1986)-  40 58 53.65859(N)    081 02 19.34160(W) AD(       ) 3
 KY3515  NAD 27      -  40 58 53.44030(N)    081 02 19.99029(W) AD(       ) 3
 KY3515  NGVD 29 (10/13/05)  324.93   (m)         1066.0    (f) RESET       3  
 KY3515
 KY3515.Superseded values are not recommended for survey control.
 KY3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3515.See file dsdata.txt to determine how the superseded data were derived.
 KY3515
 KY3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9674436712(NAD 83)
 KY3515_MARKER: DH = HORIZONTAL CONTROL DISK
 KY3515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3515_SP_SET: CONCRETE POST
 KY3515_STAMPING: ALLPORT 1986
 KY3515_MARK LOGO: NGS   
 KY3515_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3515+STABILITY: SURFACE MOTION
 KY3515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3515+SATELLITE: SATELLITE OBSERVATIONS - November 27, 1995
 KY3515
 KY3515  HISTORY     - Date     Condition        Report By
 KY3515  HISTORY     - 1986     MONUMENTED       NGS
 KY3515  HISTORY     - 19871028 GOOD
 KY3515  HISTORY     - 19951127 GOOD             NGS
 KY3515
 KY3515                          STATION DESCRIPTION
 KY3515
 KY3515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KY3515'STATION IS LOCATED ABOUT 6.5 KM (4 MI) NORTH-NORTHWEST OF SEBRING,
 KY3515'2.4 (1.5) MI WEST OF NORTH BENTON, 0.6 KM (0.4 MI ) SOUTH OF THE
 KY3515'PORTAGE COUNTY LINE, AT THE BERLIN AIR PARK, IN AN OPEN ARE BETWEEN
 KY3515'THE HANGER AND THE ADMINISTRATION BUILDING, ADJACENT TO THE RUNWAY,
 KY3515'IN T 18 N, R 6 W, CENTRAL SECTION 4.  OWNERSHIP--BERLIN AIR PARK,
 KY3515'C/O AIRPORT MANAGER MARIO J. CORI, 20340 NORTH BENTON ROAD WEST,
 KY3515'NORTH BENTON OH 44449, PHONE 216-584-2112.
 KY3515'TO REACH FROM THE NORTH BENTON POST OFFICE, GO SOUTH ON 12TH STREET
 KY3515'FOR 0.34 KM (0.2 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST, ON
 KY3515'NORTH BENTON WEST FOR 1.65 KM (1.0 MILE) TO A CROSSROAD (JOHNSON
 KY3515'ROAD).  CONTINUE AHEAD FOR 0.59 KM (0.4 MI) TO A DRIVE ON RIGHT
 KY3515'LEADING TO THE PIPER SERVICE CENTER HANGER.  TURN RIGHT, NORTH FOR
 KY3515'0.08 KM (0.05 MI) TO THE RUNWAY AND STATION ON THE LEFT.
 KY3515'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED -ALLPORT 1986-
 KY3515'THE SURFACE DISK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST
 KY3515'FLUSH WITH THE GROUND.  IT IS 11.8 METERS SOUTH OF THE RUNWAY CENTER,
 KY3515'3.6 METERS WEST OF EAST EDGE OF LAWN, 28.8 METERS NORTHWEST OF
 KY3515'NORTHWEST CORNER OF THE HANGER, AND 70.1 METERS NORTHEAST OF THE
 KY3515'NORTHWEST CORNER OF THE ADMINISTRATION BUILDING.  THE SUBSURFACE DISK
 KY3515'IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS ABOUT 1.2 METERS BELOW
 KY3515'GROUND.
 KY3515'DESCRIBED BY G.R. HEID,  TYPED BY JAMES MALONEY 9/03/87.
 KY3515
 KY3515                          STATION RECOVERY (1987)
 KY3515
 KY3515'RECOVERED 1987
 KY3515'RECOVERED IN GOOD CONDITION.
 KY3515
 KY3515                          STATION RECOVERY (1995)
 KY3515
 KY3515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3515'THE STATION IS LOCATED ABOUT 36 KM (22.35 MI) EAST-SOUTHEAST OF AKRON,
 KY3515'25 KM (15.55 MI) WEST-SOUTHWEST OF YOUNGSTOWN, 7 KM (4.35 MI)
 KY3515'NORTHEAST OF ALLIANCE, 2.4 KM (1.50 MI) WEST OF NORTH BENTON AT THE
 KY3515'MILLER AIRFIELD, IN AN OPEN AREA BETWEEN A HANGAR AND THE
 KY3515'ADMINISTRATION BUILDING, IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 KY3515'THE RUNWAY AND A TAXI, AND NEAR THE EAST END OF THE AIRFIELD.
 KY3515'OWNERSHIP--FBO BERLIN AIRPARK, INC., 20340 NORTH BENTON ROAD WEST,
 KY3515'NORTH BENTON, OH.  44449.  BERLIN AIRPARK, INC.  PRESIDENT IS JOE
 KY3515'GILL.  PHONE 216-584-3375.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 KY3515'224 AND STATE HIGHWAY 14 ON THE SOUTH SIDE OF THE TRAFFIC CIRCLE IN
 KY3515'DEERFIELD, GO SOUTH-SOUTHWEST, THEN SOUTHEAST ON HIGHWAY 14 FOR 3.46
 KY3515'KM (2.15 MI) TO JOHNSON ROAD ON THE RIGHT.  TURN RIGHT, SOUTHWEST, ON
 KY3515'JOHNSON ROAD FOR 2.09 KM (1.30 MI) TO THE JUNCTION OF NORTH BENTON
 KY3515'ROAD WEST.  TURN RIGHT, WEST, ON NORTH BENTON ROAD WEST FOR 0.61 KM
 KY3515'(0.35 MI) TO A DRIVE ON THE RIGHT LEADING TO THE PIPER SERVICE CENTER
 KY3515'HANGAR.  TURN RIGHT, NORTH, PASSING THE HANGAR FOR 0.08 KM (0.05 MI)
 KY3515'TO THE RUNWAY AND THE STATION ON THE LEFT.  THE STATION IS SET IN THE
 KY3515'TOP OF A 25 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS
 KY3515'70.2 M (230.3 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE
 KY3515'ADMINISTRATION BUILDING, 28.8 M (94.5 FT) NORTHWEST OF THE NORTHWEST
 KY3515'CORNER OF THE HANGAR, 12.1 M (39.7 FT) SOUTH OF THE CENTER OF THE
 KY3515'RUNWAY, 2.6 M (8.5 FT) WEST OF THE WEST EDGE OF THE TAXI, AND 0.2 M
 KY3515'(0.7 FT) NORTH OF A FIBERGLASS WITNESS POST. DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3518 ***********************************************************************
 KY3518  SACS        -  This is a Secondary Airport Control Station.
 KY3518  DESIGNATION -  ALLPORT AZ MK
 KY3518  PID         -  KY3518
 KY3518  STATE/COUNTY-  OH/MAHONING
 KY3518  USGS QUAD   -  ALLIANCE (1994)
 KY3518
 KY3518                         *CURRENT SURVEY CONTROL
 KY3518  ___________________________________________________________________
 KY3518* NAD 83(1995)-  40 58 54.03205(N)    081 02 40.56875(W)     ADJUSTED  
 KY3518* NAVD 88     -       321.75   (meters)    1055.6    (feet)  GPS OBS   
 KY3518  ___________________________________________________________________
 KY3518  X           -     750,641.562 (meters)                     COMP
 KY3518  Y           -  -4,763,360.556 (meters)                     COMP
 KY3518  Z           -   4,161,076.110 (meters)                     COMP
 KY3518  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 KY3518  ELLIP HEIGHT-         288.12  (meters)          (10/07/05) GPS OBS
 KY3518  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KY3518
 KY3518  HORZ ORDER  -  FIRST
 KY3518  ELLP ORDER  -  FOURTH    CLASS II
 KY3518
 KY3518.This mark is at Miller Airport (4G3)
 KY3518
 KY3518.The horizontal coordinates were established by GPS observations
 KY3518.and adjusted by the National Geodetic Survey in July 1997..
 KY3518
 KY3518.The orthometric height was determined by GPS observations and a
 KY3518.high-resolution geoid model.
 KY3518
 KY3518.GPS derived orthometric heights for airport stations designated as
 KY3518.PACS or SACS are published to 2 decimal places.  This maintains
 KY3518.centimeter relative accuracy between the PACS and SACS.  It does
 KY3518.not indicate centimeter accuracy relative to other marks which are
 KY3518.part of the NAVD 88 network.
 KY3518
 KY3518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3518
 KY3518.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3518
 KY3518.The ellipsoidal height was determined by GPS observations
 KY3518.and is referenced to NAD 83.
 KY3518
 KY3518.The geoid height was determined by GEOID03.
 KY3518
 KY3518;                    North         East     Units Scale Factor Converg.
 KY3518;SPC OH N     -   147,048.106   722,471.049   MT  0.99994026   +0 57 22.0
 KY3518;UTM  17      - 4,536,723.837   496,247.829   MT  0.99960017   -0 01 45.3
 KY3518
 KY3518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3518!SPC OH N     -   0.99995481  x   0.99994026  =   0.99989507
 KY3518!UTM  17      -   0.99995481  x   0.99960017  =   0.99955500
 KY3518
 KY3518:                Primary Azimuth Mark                     Grid Az
 KY3518:SPC OH N     -  ALLPORT                                  090 23 29.8
 KY3518:UTM  17      -  ALLPORT                                  091 22 37.1
 KY3518
 KY3518|---------------------------------------------------------------------|
 KY3518| PID    Reference Object                     Distance      Geod. Az  |
 KY3518|                                                           dddmmss.s |
 KY3518| KY3515 ALLPORT                             496.535 METERS 0912051.8 |
 KY3518|---------------------------------------------------------------------|
 KY3518
 KY3518                          SUPERSEDED SURVEY CONTROL
 KY3518
 KY3518  ELLIP H (07/01/97)  288.11   (m)                       GP(       ) 4 2
 KY3518  NAD 83(1986)-  40 58 54.03810(N)    081 02 40.57559(W) AD(       ) 3
 KY3518  NAD 27      -  40 58 53.81989(N)    081 02 41.22346(W) AD(       ) 3
 KY3518  NGVD 29 (02/23/89)  321.8    (m)         1056.     (f) GPS OBS        
 KY3518
 KY3518.Superseded values are not recommended for survey control.
 KY3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3518.See file dsdata.txt to determine how the superseded data were derived.
 KY3518
 KY3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9624836724(NAD 83)
 KY3518_MARKER: DZ = AZIMUTH MARK DISK
 KY3518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3518_SP_SET: CONCRETE POST
 KY3518_STAMPING: ALLPORT 1986
 KY3518_MARK LOGO: NGS   
 KY3518_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3518+STABILITY: SURFACE MOTION
 KY3518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3518+SATELLITE: SATELLITE OBSERVATIONS - November 27, 1995
 KY3518
 KY3518  HISTORY     - Date     Condition        Report By
 KY3518  HISTORY     - 1986     MONUMENTED       NGS
 KY3518  HISTORY     - 19871028 GOOD
 KY3518  HISTORY     - 19951127 GOOD             NGS
 KY3518
 KY3518                          STATION DESCRIPTION
 KY3518
 KY3518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KY3518'STATION IS LOCATED ABOUT 6.5 KM (4 MILES) NORTH NORTHWEST OF SEBRING,
 KY3518'2.9 KM (1.8 MI) WEST OF NORTH BENTON, 0.6 KM (0.4 MI) SOUTH OF THE
 KY3518'PORTAGE COUNTY LINE, AT THE BERLIN AIR PARK, ALONG THE RUNWAY, AT A
 KY3518'CREEK CROSSING UNDER THE RUNWAY, IN T 18 N, R 6 W, NORTHWEST 1/4 OF
 KY3518'SECTION 4.  OWNERSHIP BERLIN AIR PARK, C/O AIRPORT MANAGER MARIO J.
 KY3518'CORBI, 20340 NORTH BENTON ROAD WEST, NORTH BENTON OH 44449, PHONE
 KY3518'216-584-2112.
 KY3518'TO REACH FROM THE NORTH BENTON POST OFFICE, GO SOUTH ON 12TH STREET
 KY3518'FOR 0.34 KM (0.2 MILE) TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST, ON
 KY3518'NORTH BENTON ROAD WEST FOR 1.65 KM (1.0 MILE) TO A CROSSROAD (JOHNSON
 KY3518'ROAD).  CONTINUE AHEAD FOR 0.59 KM (0.4 MI) TO A DRIVE RIGHT LEADING
 KY3518'TO THE PIPER SERVICE CENTER HANGER.  TURN RIGHT, NORTH, FOR 0.08 KM
 KY3518'(0.05 MILE) TO THE RUNWAY.  TURN LEFT, WEST ALONG SOUTH SIDE OF
 KY3518'RUNWAY FOR 0.5 KM (0.3 MILE) TO A CREEK AND THE STATION.
 KY3518'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED --ALLPORT 1986--
 KY3518'THE SURFACE DISK IS SET IN THE TOP OF ROUND CONCRETE POST FLUSH WITH
 KY3518'GROUND. IT IS 188 METERS WEST OF THE WEST EDGE OF CONCRETE RAMP TO A
 KY3518'QUONSET HANGER, 12.0 METERS SOUTH OF THE RUNWAY CENTER, 0.4 METERS
 KY3518'NORTH OF A FIBERGLASS WITNESS POST, AND 28.7 METERS EAST SOUTHEAST OF
 KY3518'CENTER OF RUNWAY SECTION BUILT OVER A CREEK (MEASURED AT SOUTH EDGE).
 KY3518'THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE
 KY3518'MASS ABOUT 1.2 METERS BELOW GROUND.
 KY3518'DESCRIBED BY G. R. HEID,  TYPED BY JAMES MALONEY 9/03/87.
 KY3518
 KY3518                          STATION RECOVERY (1987)
 KY3518
 KY3518'RECOVERED 1987
 KY3518'RECOVERED IN GOOD CONDITION.
 KY3518
 KY3518                          STATION RECOVERY (1995)
 KY3518
 KY3518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3518'THE STATION IS LOCATED ABOUT 36 KM (22.35 MI) EAST-SOUTHEAST OF AKRON,
 KY3518'25 KM (15.55 MI) WEST-SOUTHWEST OF YOUNGSTOWN, 7 KM (4.35 MI)
 KY3518'NORTHEAST FROM ALLIANCE, 2.4 KM (1.50 MI) WEST OF NORTH BENTON AT THE
 KY3518'MILLER AIRFIELD, SOUTH OF THE RUNWAY RUNWAY, EAST OF A CREEK CROSSING
 KY3518'UNDER THE RUNWAY.  OWNERSHIP--FBO BERLIN AIRPARK, INC., 20340 NORTH
 KY3518'BENTON ROAD WEST, NORTH BENTON, OH.  44449.  BERLIN AIRPARK, INC.
 KY3518'PRESIDENT IS JOE GILL.  PHONE 216-584-3375.  TO REACH FROM THE
 KY3518'JUNCTION OF U.S.  HIGHWAY 224 AND STATE HIGHWAY 14 ON THE SOUTH SIDE
 KY3518'OF THE TRAFFIC CIRCLE IN DEERFIELD, GO SOUTH-SOUTHWEST, THEN SOUTHEAST
 KY3518'ON HIGHWAY 14 FOR 3.46 KM (2.15 MI) TO JOHNSON ROAD ON THE RIGHT.
 KY3518'TURN RIGHT, SOUTHWEST, ON JOHNSON ROAD FOR 2.09 KM (1.30 MI) TO THE
 KY3518'JUNCTION OF NORTH BENTON ROAD WEST.  TURN RIGHT, WEST, ON NORTH BENTON
 KY3518'ROAD WEST FOR 0.61 KM (0.35 MI) TO A DRIVE ON THE RIGHT LEADING TO THE
 KY3518'PIPER SERVICE CENTER HANGAR.  TURN RIGHT, NORTH, PASSING THE HANGAR
 KY3518'FOR 0.08 KM (0.05 MI) TO THE RUNWAY.  TURN LEFT, WEST, ALONG THE SOUTH
 KY3518'SIDE OF THE RUNWAY FOR 0.5 KM (0.30 MI) TO STATION ON THE LEFT JUST
 KY3518'BEFORE A CREEK.  THE STATION IS SET IN THE TOP OF A 25 CM ROUND
 KY3518'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 25.2 M (82.7 FT)
 KY3518'EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF A CONCRETE BRIDGE IN THE
 KY3518'RUNWAY, 12.0 M (39.4 FT) SOUTH FROM THE CENTER OF THE RUNWAY, AND 0.2
 KY3518'M (0.7 FT) NORTH FROM A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.
 KY3518'AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3103 ***********************************************************************
 JZ3103  DESIGNATION -  ALMS PARK
 JZ3103  PID         -  JZ3103
 JZ3103  STATE/COUNTY-  OH/HAMILTON
 JZ3103  USGS QUAD   -  NEWPORT (1987)
 JZ3103
 JZ3103                         *CURRENT SURVEY CONTROL
 JZ3103  ___________________________________________________________________
 JZ3103* NAD 83(1995)-  39 06 42.82186(N)    084 25 46.26888(W)     ADJUSTED  
 JZ3103* NAVD 88     -       252.5    (meters)     828.     (feet)  VERTCON   
 JZ3103  ___________________________________________________________________
 JZ3103  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 JZ3103  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3103
 JZ3103  HORZ ORDER  -  SECOND
 JZ3103
 JZ3103.The horizontal coordinates were established by classical geodetic methods
 JZ3103.and adjusted by the National Geodetic Survey in April 1998..
 JZ3103
 JZ3103.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3103
 JZ3103.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3103
 JZ3103.The geoid height was determined by GEOID03.
 JZ3103
 JZ3103;                    North         East     Units Scale Factor Converg.
 JZ3103;SPC OH S     -   125,217.807   433,137.799   MT  0.99994715   -1 13 27.5
 JZ3103;SPC KY1Z     - 1,309,206.073 1,614,220.049   MT  1.00013780   +0 48 38.6
 JZ3103;SPC KY1Z     - 4,295,286.92  5,295,986.94   sFT  1.00013780   +0 48 38.6
 JZ3103;SPC KY N     -   178,938.950   484,473.043   MT  1.00002531   -0 06 42.0
 JZ3103;SPC KY N     -   587,068.87  1,589,475.31   sFT  1.00002531   -0 06 42.0
 JZ3103;UTM  16      - 4,332,339.934   722,246.821   MT  1.00020823   +1 37 20.0
 JZ3103
 JZ3103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3103!SPC OH S     -   0.99996573  x   0.99994715  =   0.99991288
 JZ3103!SPC KY1Z     -   0.99996573  x   1.00013780  =   1.00010352
 JZ3103!SPC KY N     -   0.99996573  x   1.00002531  =   0.99999104
 JZ3103!UTM  16      -   0.99996573  x   1.00020823  =   1.00017395
 JZ3103
 JZ3103:                Primary Azimuth Mark                     Grid Az
 JZ3103:SPC OH S     -  FORT THOMAS MUNICIPAL TANK               205 43 30.7
 JZ3103:SPC KY1Z     -  FORT THOMAS MUNICIPAL TANK               203 41 24.6
 JZ3103:SPC KY N     -  FORT THOMAS MUNICIPAL TANK               204 36 45.2
 JZ3103:UTM  16      -  FORT THOMAS MUNICIPAL TANK               202 52 43.2
 JZ3103
 JZ3103|---------------------------------------------------------------------|
 JZ3103| PID    Reference Object                     Distance      Geod. Az  |
 JZ3103|                                                           dddmmss.s |
 JZ3103| JZ3111 FORT THOMAS MUNICIPAL TANK          APPROX. 3.7 KM 2043003.2 |
 JZ3103| JZ3128 CINCINNATI EDEN PARK WATER TOWER    APPROX. 5.3 KM 2763108.9 |
 JZ3103| JZ3135 ST FRANCIS DE SALES CATH CH         APPROX. 4.5 KM 2960033.3 |
 JZ3103|---------------------------------------------------------------------|
 JZ3103
 JZ3103                          SUPERSEDED SURVEY CONTROL
 JZ3103
 JZ3103  NAD 83(1995)-  39 06 42.82810(N)    084 25 46.27620(W) AD(       ) 2
 JZ3103  NAD 83(1986)-  39 06 42.82570(N)    084 25 46.27964(W) AD(       ) 2
 JZ3103  NAD 27      -  39 06 42.60800(N)    084 25 46.49300(W) AD(       ) 2
 JZ3103  NGVD 29 (07/19/86)  252.7    (m)          829.     (f) VERT ANG       
 JZ3103
 JZ3103.Superseded values are not recommended for survey control.
 JZ3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3103.See file dsdata.txt to determine how the superseded data were derived.
 JZ3103
 JZ3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2224732340(NAD 83)
 JZ3103_MARKER: DD = SURVEY DISK
 JZ3103_SETTING: 0 = UNSPECIFIED SETTING
 JZ3103_MARK LOGO: USE   
 JZ3103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3103
 JZ3103  HISTORY     - Date     Condition        Report By
 JZ3103  HISTORY     - 1947     MONUMENTED       USE
 JZ3103  HISTORY     - 1959     GOOD             LOCSUR
 JZ3103  HISTORY     - 1960     GOOD             CGS
 JZ3103  HISTORY     - 1961     GOOD             CGS
 JZ3103  HISTORY     - 1965     GOOD             CGS
 JZ3103  HISTORY     - 1966     GOOD             CGS
 JZ3103  HISTORY     - 1984     GOOD             USPSQD
 JZ3103  HISTORY     - 19941008 MARK NOT FOUND   USPSQD
 JZ3103
 JZ3103                          STATION DESCRIPTION
 JZ3103
 JZ3103'DESCRIBED BY US ENGINEERS 1947 (CTH)
 JZ3103'STATION IS LOCATED IN THE NORTHWEST CORNER OF THE OBSERVATION
 JZ3103'PLATFORM OR THE SECOND DECK OF THE SHELTER HOUSE IN ALMS PARK
 JZ3103'WHICH IS IN THE EAST PART OF THE CITY OF CINCINNATI ON THE HIGH
 JZ3103'SUMMIT OF THE BLUFF WHICH IS JUST NORTHWEST OF LUNKEN AIRPORT AND
 JZ3103'JUST OFF COLUMBIA PARKWAY WHICH IS U.S. HIGHWAY 52.  THE MARK IS SET
 JZ3103'IN A DRILL HOLE AND CEMENTED IN THE CONCRETE PLATFORM, 3.35 FEET
 JZ3103'EAST OF THE WEST WALL AND 1.75 FEET SOUTH OF THE NORTH WALL.  THE
 JZ3103'DISC IS A STANDARD U.S.E.D. CINCINNATI DISTRICT DISC AND IS
 JZ3103'STAMPED ALMS PARK.
 JZ3103'
 JZ3103'THERE ARE NO REFERENCE MARKS AT THIS STATION.  THE CITY AUTHORITIES,
 JZ3103'ENGINEERING DEPT. AND THE PARK DEPT., WILL PRESERVE THE MARK
 JZ3103'AND NATURALLY MOVE IT IF EVER THE OCCASION ARISES WHEN THE SHELTER
 JZ3103'HOUSE SHOULD EVER BE REMOVED OR ALTERED.
 JZ3103'
 JZ3103'AZIMUTH MARK - TRIANGULATION STATIONS CAREW OR EDEN OR ANY OF THE
 JZ3103'CUTS LISTED ABOVE MAY BE USED AS THE AZIMUTH MARK.
 JZ3103'
 JZ3103'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER
 JZ3103
 JZ3103                          STATION RECOVERY (1959)
 JZ3103
 JZ3103'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959 (LEW)
 JZ3103'RECOVERED BY A GRADUATE STUDENT AT OHIO STATE UNIVERSITY.
 JZ3103'
 JZ3103'CONDITION - UNDISTURBED.
 JZ3103
 JZ3103                          STATION RECOVERY (1960)
 JZ3103
 JZ3103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VES)
 JZ3103'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JZ3103
 JZ3103                          STATION RECOVERY (1961)
 JZ3103
 JZ3103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CWM)
 JZ3103'STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 JZ3103
 JZ3103                          STATION RECOVERY (1965)
 JZ3103
 JZ3103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 JZ3103'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JZ3103
 JZ3103                          STATION RECOVERY (1966)
 JZ3103
 JZ3103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EB)
 JZ3103'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE OLD
 JZ3103'DESCRIPTION IS ADEQUATE.
 JZ3103'
 JZ3103'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
 JZ3103
 JZ3103                          STATION RECOVERY (1984)
 JZ3103
 JZ3103'RECOVERY NOTE BY US POWER SQUADRON 1984 (LCN)
 JZ3103'STATION MARK ALMS PARK (USE) RECOVERED OK.
 JZ3103
 JZ3103                          STATION RECOVERY (1994)
 JZ3103
 JZ3103'RECOVERY NOTE BY US POWER SQUADRON 1994
 JZ3103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1436 ***********************************************************************
 MC1436  DESIGNATION -  ALTA
 MC1436  PID         -  MC1436
 MC1436  STATE/COUNTY-  OH/HENRY
 MC1436  USGS QUAD   -  MC CLURE (1971)
 MC1436
 MC1436                         *CURRENT SURVEY CONTROL
 MC1436  ___________________________________________________________________
 MC1436* NAD 83(1995)-  41 20 58.37232(N)    083 56 28.59796(W)     ADJUSTED  
 MC1436* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1436  ___________________________________________________________________
 MC1436  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 MC1436  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 MC1436
 MC1436  HORZ ORDER  -  THIRD
 MC1436
 MC1436.The horizontal coordinates were established by classical geodetic methods
 MC1436.and adjusted by the National Geodetic Survey in April 1998..
 MC1436
 MC1436.The orthometric height was scaled from a topographic map.
 MC1436
 MC1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1436
 MC1436.The geoid height was determined by GEOID03.
 MC1436
 MC1436;                    North         East     Units Scale Factor Converg.
 MC1436;SPC OH N     -   187,875.273   479,392.145   MT  0.99995121   -0 56 48.7
 MC1436;UTM  17      - 4,581,735.980   253,931.616   MT  1.00034524   -1 56 38.9
 MC1436;UTM  16      - 4,582,076.215   755,895.102   MT  1.00040596   +2 01 18.6
 MC1436
 MC1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1436!SPC OH N     -   0.99997296  x   0.99995121  =   0.99992417
 MC1436!UTM  17      -   0.99997296  x   1.00034524  =   1.00031819
 MC1436!UTM  16      -   0.99997296  x   1.00040596  =   1.00037891
 MC1436
 MC1436                          SUPERSEDED SURVEY CONTROL
 MC1436
 MC1436  NAD 83(1995)-  41 20 58.38031(N)    083 56 28.60243(W) AD(       ) 3
 MC1436  NAD 83(1986)-  41 20 58.38224(N)    083 56 28.60807(W) AD(       ) 3
 MC1436  NAD 27      -  41 20 58.19600(N)    083 56 28.81200(W) AD(       ) 3
 MC1436
 MC1436.Superseded values are not recommended for survey control.
 MC1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1436.See file dsdata.txt to determine how the superseded data were derived.
 MC1436
 MC1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5393281736(NAD 83)
 MC1436_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1436_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MC1436_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MC1436_STAMPING: ALTA 1950
 MC1436_MARK LOGO: CGS   
 MC1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1436
 MC1436  HISTORY     - Date     Condition        Report By
 MC1436  HISTORY     - 1950     MONUMENTED       CGS
 MC1436  HISTORY     - 1963     GOOD             CGS
 MC1436  HISTORY     - 1965     GOOD             USE
 MC1436  HISTORY     - 1980     GOOD             LOCENG
 MC1436
 MC1436                          STATION DESCRIPTION
 MC1436
 MC1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JMN)
 MC1436'STATION IS IN THE PHOTOGRAMMETRIC TEST AREA, NEAR MCCLURE, OHIO.  ON
 MC1436'THE EAST SIDE OF STATE
 MC1436'HIGHWAY 65, 1-1/2 MILES SOUTH OF MCCLURE, IN THE EXTREME SOUTHWEST
 MC1436'CORNER OF THE NORTHWEST QUARTER
 MC1436'OF SECTION 34, DAMASCUS TOWNSHIP, ON PROPERTY
 MC1436'OWNED BY FRANK E. WHITNEY.  THE STATION IS
 MC1436'SURROUNDED BY A PHOTOGRAMMETRIC
 MC1436'TARGET OF CRUSHED LIMESTONE.  THE TARGET IS 6 FEET IN
 MC1436'DIAMETER.
 MC1436
 MC1436                          STATION RECOVERY (1963)
 MC1436
 MC1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1436'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1436'EXCEPTIONS.  THE STATION IS 14.4 FEET NORTHEAST OF THE NORTHEAST
 MC1436'HEADWALL OF A CULVERY, THE TREE 65 FEET FROM THE STATION IS GONE,
 MC1436'THERE IS A LAYER OF ASPHALT BELOW THE CRUSHED LIMESTONE AROUND THE
 MC1436'TARGET AND THE DISK IS STAMPED ALTA 1950.
 MC1436
 MC1436                          STATION RECOVERY (1965)
 MC1436
 MC1436'RECOVERY NOTE BY US ENGINEERS 1965 (RWK)
 MC1436'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MCCLURE, TRAVEL
 MC1436'S 1-1/2 MI. ON HWY 65, AND IS ON THE E SIDE OF HWY 65.
 MC1436'
 MC1436'THE STA. IS LOCATED IN A 2 M. DIA. CRUSHED LIMESTONE TARGET, 9-1/2
 MC1436'M. E OF THE CENTERLINE OF THE HWY, 5 M. N OF THE CENTERLINE OF THE
 MC1436'DRAIN DITCH, 2-1/2 M. E OF THE CENTERLINE OF THE DRAIN DITCH, 8 M.
 MC1436'NE OF THE E HEADWALL OF THE CULVERT, 13 M. N OF THE TREE.
 MC1436'
 MC1436'THE STA. IS APPROX. 1/4 M. LOWER THAN THE HWY 65.
 MC1436'
 MC1436'STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MC1436'ALTA 1950.  ELEV--680.5 FEET.
 MC1436'
 MC1436'NOTE--THE STA. IS 21 M. N OF A POWER POLE.
 MC1436
 MC1436                          STATION RECOVERY (1980)
 MC1436
 MC1436'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1436'ALTA 1950 RECOVERED GOOD.
 MC1436'
 MC1436'HEADWALL AND CULVERT REPLACED W/96 INCHES R.C.P. 79 FEET S. TO POWER
 MC1436'POLE STA. MARK IS 4 INCHES LOWER THAN CAMARA TARGET 78 FEET N. TO
 MC1436'POWER POLE.  7 FEET W TO BURIED TELEPHONE CABLE MARKER POST.
 MC1436'
 MC1436'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MI SOUTH OF
 MC1436'MCCLURE, OH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2068 ***********************************************************************
 JX2068  DESIGNATION -  ALTITUDE
 JX2068  PID         -  JX2068
 JX2068  STATE/COUNTY-  OH/MONROE
 JX2068  USGS QUAD   -  WOODSFIELD (1994)
 JX2068
 JX2068                         *CURRENT SURVEY CONTROL
 JX2068  ___________________________________________________________________
 JX2068* NAD 83(1995)-  39 45 07.38661(N)    081 01 27.78805(W)     ADJUSTED  
 JX2068* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 JX2068  ___________________________________________________________________
 JX2068  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 JX2068  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JX2068
 JX2068  HORZ ORDER  -  SECOND
 JX2068
 JX2068.The horizontal coordinates were established by classical geodetic methods
 JX2068.and adjusted by the National Geodetic Survey in April 1998..
 JX2068
 JX2068.The orthometric height was scaled from a topographic map.
 JX2068
 JX2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2068
 JX2068.The geoid height was determined by GEOID03.
 JX2068
 JX2068;                    North         East     Units Scale Factor Converg.
 JX2068;SPC OH S     -   195,536.638   726,451.847   MT  0.99995645   +0 56 10.7
 JX2068;UTM  17      - 4,400,238.272   497,910.946   MT  0.99960005   -0 00 56.1
 JX2068
 JX2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2068!SPC OH S     -   0.99994006  x   0.99995645  =   0.99989651
 JX2068!UTM  17      -   0.99994006  x   0.99960005  =   0.99954013
 JX2068
 JX2068:                Primary Azimuth Mark                     Grid Az
 JX2068:SPC OH S     -  SWITZER RADIO STA KQC 369 MAST           052 42 55.7
 JX2068:UTM  17      -  SWITZER RADIO STA KQC 369 MAST           053 40 02.5
 JX2068
 JX2068|---------------------------------------------------------------------|
 JX2068| PID    Reference Object                     Distance      Geod. Az  |
 JX2068|                                                           dddmmss.s |
 JX2068| JX2057 SWITZER RADIO STA KQC 369 MAST      APPROX.15.9 KM 0533906.4 |
 JX2068| JX2033 CHAPEL HILL METH CH BELFRY          APPROX. 5.7 KM 1061943.4 |
 JX2068| CC9696 ALTITUDE RM 1                        16.748 METERS 20851     |
 JX2068| JX2073 LEWISVILLE USAF RADAR P43E          APPROX.17.4 KM 2713831.3 |
 JX2068| JX2075 MILTONSBURG ST JOHNS CATH CH        APPROX.16.1 KM 3061725.0 |
 JX2068| CC9697 ALTITUDE RM 2                        16.059 METERS 34108     |
 JX2068|---------------------------------------------------------------------|
 JX2068
 JX2068                          SUPERSEDED SURVEY CONTROL
 JX2068
 JX2068  NAD 83(1986)-  39 45 07.39380(N)    081 01 27.79574(W) AD(       ) 2
 JX2068  NAD 27      -  39 45 07.12950(N)    081 01 28.42900(W) AD(       ) 2
 JX2068
 JX2068.Superseded values are not recommended for survey control.
 JX2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2068.See file dsdata.txt to determine how the superseded data were derived.
 JX2068
 JX2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME9791100238(NAD 83)
 JX2068_MARKER: DS = TRIANGULATION STATION DISK
 JX2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2068_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2068
 JX2068  HISTORY     - Date     Condition        Report By
 JX2068  HISTORY     - 1963     MONUMENTED       CGS
 JX2068
 JX2068                          STATION DESCRIPTION
 JX2068
 JX2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2068'LOCATED ON A SPARSELY WOODED HILL, ABOUT 5 MILES EAST OF WOODS FIELD,
 JX2068'4-1/2 MILES WEST-SOUTHWEST OF
 JX2068'CAMERON, 1/2 MILE WEST OF THE COMMUNITY OF ALTITUDE, IN THE NORTHWEST
 JX2068'1/4 OF SECTION 35, R 4 W, T 3 N.,
 JX2068'AND ON THE PROPERTY OF MR. HUBERT E. FULTON.  IT IS 2
 JX2068'FEET WEST OF A WITNESS POST, 55 FEET NORTHEAST OF A
 JX2068'POWER POLE AND 56 FEET WEST OF A
 JX2068'POWER POLE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 JX2068'ALTITUDE 1963.
 JX2068'
 JX2068'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 8, 26 AND 78 IN
 JX2068'WOODSFIELD, GO EAST ON STATE
 JX2068'HIGHWAY 78 FOR 5.35 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 JX2068'A GRAVELED ROAD FOR 0.1 MILE TO WHERE
 JX2068'A POWER LINE CROSSES THE ROAD.  TURN SHARP RIGHT AND GO NORTHWEST
 JX2068'UP A STEEP HILL ON A DIM TRACK ROAD FOR 0.1
 JX2068'MILE TO THE TOP OF THE HILL AND THE
 JX2068'STATION.
 JX2068'
 JX2068'REFERENCE MARK 1 IS 15 FEET NORTHWEST OF A POWER POLE AND 56 FEET
 JX2068'SOUTHWEST OF THE WITNESS POST.
 JX2068'THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED ALTITUDE NO 1
 JX2068'1963.
 JX2068'
 JX2068'REFERENCE MARK 2 IS 7 FEET EAST OF AN 8 INCH LOCUST TREE AND 55 FEET
 JX2068'NORTH OF THE WITNESS POST.
 JX2068'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED ALTITUDE NO 2
 JX2068'1963.
 JX2068'
 JX2068'STATIONS MILTONS, CHAPEL HILL AND GOODWIN CAN BE USED AS AN AZIMUTH.
 JX2068'
 JX2068'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1426 ***********************************************************************
 MC1426  DESIGNATION -  ALVAH
 MC1426  PID         -  MC1426
 MC1426  STATE/COUNTY-  OH/HENRY
 MC1426  USGS QUAD   -  MC CLURE (1971)
 MC1426
 MC1426                         *CURRENT SURVEY CONTROL
 MC1426  ___________________________________________________________________
 MC1426* NAD 83(1995)-  41 17 54.07157(N)    083 57 02.55146(W)     ADJUSTED  
 MC1426* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 MC1426  ___________________________________________________________________
 MC1426  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 MC1426  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 MC1426
 MC1426  HORZ ORDER  -  THIRD
 MC1426
 MC1426.The horizontal coordinates were established by classical geodetic methods
 MC1426.and adjusted by the National Geodetic Survey in April 1998..
 MC1426
 MC1426.The orthometric height was scaled from a topographic map.
 MC1426
 MC1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1426
 MC1426.The geoid height was determined by GEOID03.
 MC1426
 MC1426;                    North         East     Units Scale Factor Converg.
 MC1426;SPC OH N     -   182,203.747   478,508.410   MT  0.99994722   -0 57 11.0
 MC1426;UTM  17      - 4,576,078.420   252,949.006   MT  1.00035121   -1 56 54.2
 MC1426;UTM  16      - 4,576,363.944   755,305.911   MT  1.00040226   +2 00 48.8
 MC1426
 MC1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1426!SPC OH N     -   0.99997250  x   0.99994722  =   0.99991972
 MC1426!UTM  17      -   0.99997250  x   1.00035121  =   1.00032370
 MC1426!UTM  16      -   0.99997250  x   1.00040226  =   1.00037475
 MC1426
 MC1426:                Primary Azimuth Mark                     Grid Az
 MC1426:SPC OH N     -  AUSTIN                                   292 59 26.8
 MC1426:UTM  17      -  AUSTIN                                   293 59 10.0
 MC1426:UTM  16      -  AUSTIN                                   290 01 27.0
 MC1426
 MC1426|---------------------------------------------------------------------|
 MC1426| PID    Reference Object                     Distance      Geod. Az  |
 MC1426|                                                           dddmmss.s |
 MC1426| MC1416 AUSTIN                              APPROX. 0.9 KM 2920215.8 |
 MC1426|---------------------------------------------------------------------|
 MC1426
 MC1426                          SUPERSEDED SURVEY CONTROL
 MC1426
 MC1426  NAD 83(1995)-  41 17 54.08002(N)    083 57 02.55627(W) AD(       ) 3
 MC1426  NAD 83(1986)-  41 17 54.08218(N)    083 57 02.56163(W) AD(       ) 3
 MC1426  NAD 27      -  41 17 53.89600(N)    083 57 02.76500(W) AD(       ) 3
 MC1426
 MC1426.Superseded values are not recommended for survey control.
 MC1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1426.See file dsdata.txt to determine how the superseded data were derived.
 MC1426
 MC1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5294976078(NAD 83)
 MC1426_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1426_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1426_STAMPING: ALVAN 1947
 MC1426_MARK LOGO: CGS   
 MC1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1426+STABILITY: SURFACE MOTION
 MC1426
 MC1426  HISTORY     - Date     Condition        Report By
 MC1426  HISTORY     - 1947     MONUMENTED       CGS
 MC1426  HISTORY     - 1963     GOOD             CGS
 MC1426  HISTORY     - 1965     GOOD             USE
 MC1426  HISTORY     - 1980     GOOD             LOCENG
 MC1426
 MC1426                          STATION DESCRIPTION
 MC1426
 MC1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1426'THE STATION IS 1/2 MILE WEST OF WESTHOPE IN SEC. 16, RICHFIELD
 MC1426'TOWNSHIP, AT THE
 MC1426'SOUTHEAST FENCE CORNER OF THE ALVAH EICKMEIER FARM.  IT
 MC1426'IS 9.0 M. NORTH OF THE
 MC1426'CENTERLINE OF THE EW SECTION ROAD, 1.0 M. NORTH
 MC1426'OF THE EW FENCE, AND 1.0 M. WEST OF THE
 MC1426'NS FENCE.
 MC1426'
 MC1426'STATION IS 58.8 METERS NW OF THE POINT OF INTERSECTION OF THE
 MC1426'CENTERLINE OF S DRIVEWAY AND CENTERLINE OF EW SEC.
 MC1426'RD. AND 11.6 METERS N OF THE POINT OF INTERSECTION OF THE CENTERLINE
 MC1426'OF DITCH AND S EDGE OF EW RD.
 MC1426'
 MC1426'A STANDARD DISK STAMPED ALVAH 1947 SET IN THE TOP OF A CONCRETE
 MC1426'MONUMENT ABOUT 10
 MC1426'INCHES IN DIAMETER.  THIS IS EMBEDDED SO THAT THE TOP IS FLUSH WITH
 MC1426'THE GROUND.
 MC1426
 MC1426                          STATION RECOVERY (1963)
 MC1426
 MC1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1426'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1426'EXCEPTION--THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA
 MC1426'TARGET 6 FEET IN DIAMETER.
 MC1426
 MC1426                          STATION RECOVERY (1965)
 MC1426
 MC1426'RECOVERY NOTE BY US ENGINEERS 1965 (GAL)
 MC1426'TO REACH STA. FROM JCT. OF HWYS. 6 AND 65 AT MCCLURE, TRAVEL
 MC1426'S 5 MI. ON HWY 65 TO CO. ROAD J AT WEST HOPE AND W 0.5 MI.
 MC1426'
 MC1426'THE STA. IS LOCATED IN A 2 M DIA. CONC. TARGET, 8 M N OF CENTERLINE
 MC1426'OF ROAD, 1.0 M W OF E FENCE, 1.0 M N OF S FENCE, AND 45 M W OF POWER
 MC1426'POLE.  THE STA. IS APPROX. 0.3 M LOWER THAN THE ROAD. (ELEV--691.82
 MC1426'FEET).
 MC1426'
 MC1426'THE STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER
 MC1426'STAMPED ALVAH 1947.
 MC1426
 MC1426                          STATION RECOVERY (1980)
 MC1426
 MC1426'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1426'ALVAH 1947 RECOVERED GOOD.
 MC1426'
 MC1426'ALL FENCES ARE GONE 4 FEET S.E. TO WOOD ANCHOR POST.
 MC1426'
 MC1426'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI S. AND 0.5 MI W,
 MC1426'MCCLURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3232 ***********************************************************************
 JZ3232  DESIGNATION -  ALVERNO
 JZ3232  PID         -  JZ3232
 JZ3232  STATE/COUNTY-  OH/HAMILTON
 JZ3232  USGS QUAD   -  COVINGTON (1987)
 JZ3232
 JZ3232                         *CURRENT SURVEY CONTROL
 JZ3232  ___________________________________________________________________
 JZ3232* NAD 83(1995)-  39 05 16.17767(N)    084 36 30.06747(W)     ADJUSTED  
 JZ3232* NAVD 88     -       277.46   (+/-2cm)     910.3    (feet)  VERTCON   
 JZ3232  ___________________________________________________________________
 JZ3232  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JZ3232  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3232
 JZ3232  HORZ ORDER  -  FIRST
 JZ3232  VERT ORDER  -  THIRD ? (See Below)
 JZ3232
 JZ3232.The horizontal coordinates were established by classical geodetic methods
 JZ3232.and adjusted by the National Geodetic Survey in April 1998..
 JZ3232
 JZ3232.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3232.The vertical order pertains to the NGVD 29 superseded value.
 JZ3232
 JZ3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3232
 JZ3232.The geoid height was determined by GEOID03.
 JZ3232
 JZ3232;                    North         East     Units Scale Factor Converg.
 JZ3232;SPC OH S     -   122,892.505   417,612.882   MT  0.99994923   -1 20 16.0
 JZ3232;SPC KY1Z     - 1,306,329.909 1,598,784.732   MT  1.00012879   +0 42 03.3
 JZ3232;SPC KY1Z     - 4,285,850.71  5,245,346.24   sFT  1.00012879   +0 42 03.3
 JZ3232;SPC KY N     -   176,312.124   468,995.100   MT  1.00002067   -0 13 22.5
 JZ3232;SPC KY N     -   578,450.69  1,538,694.76   sFT  1.00002067   -0 13 22.5
 JZ3232;UTM  16      - 4,329,245.877   706,853.159   MT  1.00012689   +1 30 30.6
 JZ3232
 JZ3232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3232!SPC OH S     -   0.99996181  x   0.99994923  =   0.99991104
 JZ3232!SPC KY1Z     -   0.99996181  x   1.00012879  =   1.00009060
 JZ3232!SPC KY N     -   0.99996181  x   1.00002067  =   0.99998248
 JZ3232!UTM  16      -   0.99996181  x   1.00012689  =   1.00008870
 JZ3232
 JZ3232|---------------------------------------------------------------------|
 JZ3232| PID    Reference Object                     Distance      Geod. Az  |
 JZ3232|                                                           dddmmss.s |
 JZ3232| CC7720 ALVERNO RM 1                         42.056 METERS 03243     |
 JZ3232| CC7719 ALVERNO AZ MK                                      1044820.7 |
 JZ3232| CC7721 ALVERNO RM 2                         37.841 METERS 28814     |
 JZ3232|---------------------------------------------------------------------|
 JZ3232
 JZ3232                          SUPERSEDED SURVEY CONTROL
 JZ3232
 JZ3232  NAD 83(1995)-  39 05 16.18354(N)    084 36 30.07465(W) AD(       ) 1
 JZ3232  NAD 83(1986)-  39 05 16.18157(N)    084 36 30.07805(W) AD(       ) 1
 JZ3232  NAD 27      -  39 05 15.96400(N)    084 36 30.27600(W) AD(       ) 1
 JZ3232  NGVD 29 (07/19/86)  277.65   (m)          910.9    (f) LEVELING    3  
 JZ3232
 JZ3232.Superseded values are not recommended for survey control.
 JZ3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3232.See file dsdata.txt to determine how the superseded data were derived.
 JZ3232
 JZ3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0685329246(NAD 83)
 JZ3232_MARKER: DS = TRIANGULATION STATION DISK
 JZ3232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3232
 JZ3232  HISTORY     - Date     Condition        Report By
 JZ3232  HISTORY     - 1947     MONUMENTED       CGS
 JZ3232  HISTORY     - 1961     GOOD             CGS
 JZ3232  HISTORY     - 1976     MARK NOT FOUND   NGS
 JZ3232
 JZ3232                          STATION DESCRIPTION
 JZ3232
 JZ3232'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3232'THE STATION IS LOCATED IN THE CITY OF CINCINNATI IN THE W. PRICE HILL
 JZ3232'DISTRICT ON THE GROUNDS OF THE MT. ALVERNO BOYS PROTECTORY
 JZ3232'SCHOOL UNDER THE SUPERVISION OF THE BROTHERS OF ST. FRANCIS. IT IS
 JZ3232'132 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE MAIN
 JZ3232'BUILDING AND 46 FEET EAST OF THE CENTERLINE OF ASPHALT DRIVEWAY IN
 JZ3232'FRONT OF THE MAIN BUILDING. THE MARK PROJECTS 1 INCH AND THE
 JZ3232'DISK IS STAMPED ALVERNO 1947.
 JZ3232'
 JZ3232'REFERENCE MARK NO. 1 IS 137.98 FEET NORTHEAST OF THE STATION, 13 FEET
 JZ3232'NORTHWEST OF THE CENTERLINE OF ASPHALT DRIVEWAY AND 2 FEET
 JZ3232'NORTHEAST OF A SMALL TREE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JZ3232'STAMPED ALVERNO NO 1 1947.
 JZ3232'
 JZ3232'REFERENCE MARK NO. 2 IS 124.15 FEET WEST-NORTHWEST OF THE STATION,
 JZ3232'14 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF MAIN BUILDING
 JZ3232'AND 3 FEET EAST OF THE SAME BUILDING. THE MARK PROJECTS 2 INCHES AND
 JZ3232'THE DISK IS STAMPED ALVERNO NO 2 1947.
 JZ3232'
 JZ3232'THE AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION 0.5 MILE, 90 FEET
 JZ3232'SOUTHWEST OF POWER POLE NO. 930 AND 29 FEET WEST OF THE
 JZ3232'CENTERLINE OF PEDRETTI ROAD, ASPHALT SURFACE. THE MARK PROJECTS 4
 JZ3232'INCHES AND THE DISK IS STAMPED ALVERNO 1947.
 JZ3232'
 JZ3232'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST FOR 0.2 MILE
 JZ3232'TO CROSSROADS. TURN RIGHT AND GO EAST ON MT.  ALVERNO ROAD FOR
 JZ3232'0.3 MILE TO PEDRETTI ROAD RIGHT. TURN RIGHT AND GO SOUTH ON PEDRETTI
 JZ3232'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JZ3232'
 JZ3232'A DIRECTION OF 147 DEGREES, 12 MINUTES USING THOMAS AS INITIAL WAS
 JZ3232'OBSERVED FROM THE STATION TO THE MAIN STEEPLE OR CROSS ON THE
 JZ3232'MT. ALVERNO SCHOOL. THE APPROXIMATE DISTANCE IS 200 FEET.  THIS
 JZ3232'DISTANCE WAS NOT TAPED.
 JZ3232'
 JZ3232'A LA PLACE AZIMUTH WAS OBSERVED AT THIS STATION.
 JZ3232'
 JZ3232'NOTE-LOCAL DIRECTIONS TO REACH MT. ALVERNO MAY BE OBTAINED WITHOUT
 JZ3232'DIFFICULTY.
 JZ3232'
 JZ3232'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JZ3232
 JZ3232                          STATION RECOVERY (1961)
 JZ3232
 JZ3232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 JZ3232'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 JZ3232'TO BE IN GOOD CONDITION.
 JZ3232'
 JZ3232'THE ORIGINAL DESCRIPTION PROVED TO BE ADEQUATE FOR FUTURE RECOVERY.
 JZ3232
 JZ3232                          STATION RECOVERY (1976)
 JZ3232
 JZ3232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JZ3232'THE AZIMUTH MARK WAS THE ONLY MARK FOUND.  THE ENTIRE STATION SITE
 JZ3232'HAS BEEN GRADED AND TURNED INTO A SUB-DIVISION.  A SEARCH WAS MADE
 JZ3232'AT THE SITE BUT IT IS ASSUMED THAT THE STATION AND REFERENCE MARKS
 JZ3232'WERE DESTROYED BY THE GRADING.
 JZ3232'
 JZ3232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CINCINNATI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1687 ***********************************************************************
 JY1687  DESIGNATION -  AM 41
 JY1687  PID         -  JY1687
 JY1687  STATE/COUNTY-  OH/FAIRFIELD
 JY1687  USGS QUAD   -  EAST RINGGOLD (1992)
 JY1687
 JY1687                         *CURRENT SURVEY CONTROL
 JY1687  ___________________________________________________________________
 JY1687* NAD 83(1995)-  39 39 09.13422(N)    082 45 10.89920(W)     ADJUSTED  
 JY1687* NAVD 88     -       277.5    (meters)     910.     (feet)  VERTCON   
 JY1687  ___________________________________________________________________
 JY1687  X           -     620,338.697 (meters)                     COMP
 JY1687  Y           -  -4,878,319.624 (meters)                     COMP
 JY1687  Z           -   4,048,512.333 (meters)                     COMP
 JY1687  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JY1687  ELLIP HEIGHT-         243.18  (meters)          (10/07/05) GPS OBS
 JY1687  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JY1687
 JY1687  HORZ ORDER  -  FIRST
 JY1687  ELLP ORDER  -  FOURTH    CLASS I
 JY1687
 JY1687.The horizontal coordinates were established by GPS observations
 JY1687.and adjusted by the National Geodetic Survey in April 1998..
 JY1687
 JY1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1687
 JY1687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1687
 JY1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1687
 JY1687.The ellipsoidal height was determined by GPS observations
 JY1687.and is referenced to NAD 83.
 JY1687
 JY1687.The geoid height was determined by GEOID03.
 JY1687
 JY1687;                    North         East     Units Scale Factor Converg.
 JY1687;SPC OH S     -   183,485.369   578,285.067   MT  0.99994683   -0 09 38.0
 JY1687;UTM  17      - 4,390,661.874   349,602.006   MT  0.99987849   -1 07 07.9
 JY1687
 JY1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1687!SPC OH S     -   0.99996185  x   0.99994683  =   0.99990868
 JY1687!UTM  17      -   0.99996185  x   0.99987849  =   0.99984034
 JY1687
 JY1687                          SUPERSEDED SURVEY CONTROL
 JY1687
 JY1687  ELLIP H (04/01/98)  243.21   (m)                       GP(       ) 4 1
 JY1687  NAD 83(1986)-  39 39 09.14012(N)    082 45 10.90199(W) AD(       ) 1
 JY1687  NGVD 29 (08/31/92)  277.6    (m)          911.     (f) GPS OBS        
 JY1687
 JY1687.Superseded values are not recommended for survey control.
 JY1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1687.See file dsdata.txt to determine how the superseded data were derived.
 JY1687
 JY1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD4960290662(NAD 83)
 JY1687_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1687_SP_SET: CONCRETE POST
 JY1687_STAMPING: AM 41 1991
 JY1687_MARK LOGO: FCA   
 JY1687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1687+STABILITY: SURFACE MOTION
 JY1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1687+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1687
 JY1687  HISTORY     - Date     Condition        Report By
 JY1687  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1687
 JY1687                          STATION DESCRIPTION
 JY1687
 JY1687'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1687'STATION AM 41 IS LOCATED ON THE SOUTH SIDE OF AMANDA TOWNSHIP OF
 JY1687'FAIRFIELD COUNTY, OHIO AT THE EAST CORNER OF THE INTERSECTION OF
 JY1687'CINCINNATI-ZANESVILLE ROAD (U.S. HWY. 22) AND AMANDA-NORTHERN ROAD.
 JY1687'STATION IS 40.8 FT (12.4 M) SOUTHEAST OF CENTERLINE OF U.S. HWY. 22,
 JY1687'32.3 FT (9.8 M) NORTHEAST OF CENTERLINE OF AMANDA-NORTHERN ROAD AND
 JY1687'8.5 FT (2.6 M) EAST OF A STOP SIGN LOCATED AT THE EAST CORNER OF THE
 JY1687'INTERSECTION OF U.S. HWY.22 AND AMANDA-NORTHERN ROAD. MARK IS A
 JY1687'CONCRETE MONUMENT WITH ALUMINUM DISK SET FLUSH WITH THE GROUND AND
 JY1687'STAMPED FAIRFIELD COUNTY AUDITOR AM 41 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1688 ***********************************************************************
 JY1688  DESIGNATION -  AM 42
 JY1688  PID         -  JY1688
 JY1688  STATE/COUNTY-  OH/FAIRFIELD
 JY1688  USGS QUAD   -  EAST RINGGOLD (1992)
 JY1688
 JY1688                         *CURRENT SURVEY CONTROL
 JY1688  ___________________________________________________________________
 JY1688* NAD 83(1995)-  39 41 40.21745(N)    082 50 00.62120(W)     ADJUSTED  
 JY1688* NAVD 88     -       263.6    (meters)     865.     (feet)  VERTCON   
 JY1688  ___________________________________________________________________
 JY1688  X           -     613,113.495 (meters)                     COMP
 JY1688  Y           -  -4,876,223.998 (meters)                     COMP
 JY1688  Z           -   4,052,090.117 (meters)                     COMP
 JY1688  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 JY1688  ELLIP HEIGHT-         229.38  (meters)          (10/07/05) GPS OBS
 JY1688  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JY1688
 JY1688  HORZ ORDER  -  FIRST
 JY1688  ELLP ORDER  -  FOURTH    CLASS I
 JY1688
 JY1688.The horizontal coordinates were established by GPS observations
 JY1688.and adjusted by the National Geodetic Survey in April 1998..
 JY1688
 JY1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1688
 JY1688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1688
 JY1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1688
 JY1688.The ellipsoidal height was determined by GPS observations
 JY1688.and is referenced to NAD 83.
 JY1688
 JY1688.The geoid height was determined by GEOID03.
 JY1688
 JY1688;                    North         East     Units Scale Factor Converg.
 JY1688;SPC OH S     -   188,167.119   571,395.619   MT  0.99995052   -0 12 41.8
 JY1688;UTM  17      - 4,395,458.000   342,792.270   MT  0.99990428   -1 10 16.6
 JY1688
 JY1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1688!SPC OH S     -   0.99996402  x   0.99995052  =   0.99991454
 JY1688!UTM  17      -   0.99996402  x   0.99990428  =   0.99986830
 JY1688
 JY1688                          SUPERSEDED SURVEY CONTROL
 JY1688
 JY1688  ELLIP H (04/01/98)  229.41   (m)                       GP(       ) 4 1
 JY1688  NAD 83(1986)-  39 41 40.22358(N)    082 50 00.62404(W) AD(       ) 1
 JY1688  NGVD 29 (08/31/92)  263.8    (m)          865.     (f) GPS OBS        
 JY1688
 JY1688.Superseded values are not recommended for survey control.
 JY1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1688.See file dsdata.txt to determine how the superseded data were derived.
 JY1688
 JY1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD4279295458(NAD 83)
 JY1688_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1688_SP_SET: CONCRETE POST
 JY1688_STAMPING: AM 42 1991
 JY1688_MARK LOGO: FCA   
 JY1688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1688+STABILITY: SURFACE MOTION
 JY1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1688+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1688
 JY1688  HISTORY     - Date     Condition        Report By
 JY1688  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1688
 JY1688                          STATION DESCRIPTION
 JY1688
 JY1688'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1688'STATION AM 42 IS LOCATED ON THE WEST SIDE OF AMANDA TOWNSHIP IN
 JY1688'FAIRFIELD COUNTY, OHIO ALONG THE EAST SIDE OF WINCHESTER-NORTHERN
 JY1688'ROAD (S.R. 674). TO REACH FROM THE INTERSECTION OF S.R. 674 AND
 JY1688'LANCASTER-CIRCLEVILLE ROAD (S.R. 188), GO NORTH ALONG S.R. 674 FOR
 JY1688'1.20 MI (1.93 KM) TO THE STATION. STATION IS 12.4 FT (3.8 M) EAST OF
 JY1688'EAST EDGE OF PAVEMENT OF S.R. 674, 22.4 FT (6.8 M) SOUTHWEST OF THE
 JY1688'SOUTHERMOST GATE POST ENTRANCE TO CORN FIELD ON THE EAST SIDE OF THE
 JY1688'SAID S.R. 674 AND 2.5 FT (0.8 M) WEST OF FENCE LOCATED ON THE EAST
 JY1688'SIDE OF THE SAID S.R. 674. MARK IS A CONCRETE MONUMENT WITH ALUMINUM
 JY1688'DISK AND STAMPED FAIRFIELD COUNTY AUDITOR AM 42 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1689 ***********************************************************************
 JY1689  DESIGNATION -  AM 43
 JY1689  PID         -  JY1689
 JY1689  STATE/COUNTY-  OH/FAIRFIELD
 JY1689  USGS QUAD   -  EAST RINGGOLD (1992)
 JY1689
 JY1689                         *CURRENT SURVEY CONTROL
 JY1689  ___________________________________________________________________
 JY1689* NAD 83(1995)-  39 38 57.71726(N)    082 50 03.26579(W)     ADJUSTED  
 JY1689* NAVD 88     -       328.3    (meters)    1077.     (feet)  VERTCON   
 JY1689  ___________________________________________________________________
 JY1689  X           -     613,456.301 (meters)                     COMP
 JY1689  Y           -  -4,879,455.836 (meters)                     COMP
 JY1689  Z           -   4,048,273.694 (meters)                     COMP
 JY1689  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 JY1689  ELLIP HEIGHT-         294.08  (meters)          (10/07/05) GPS OBS
 JY1689  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JY1689
 JY1689  HORZ ORDER  -  FIRST
 JY1689  ELLP ORDER  -  FOURTH    CLASS I
 JY1689
 JY1689.The horizontal coordinates were established by GPS observations
 JY1689.and adjusted by the National Geodetic Survey in April 1998..
 JY1689
 JY1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1689
 JY1689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1689
 JY1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1689
 JY1689.The ellipsoidal height was determined by GPS observations
 JY1689.and is referenced to NAD 83.
 JY1689
 JY1689.The geoid height was determined by GEOID03.
 JY1689
 JY1689;                    North         East     Units Scale Factor Converg.
 JY1689;SPC OH S     -   183,155.943   571,314.063   MT  0.99994657   -0 12 43.5
 JY1689;UTM  17      - 4,390,449.112   342,626.851   MT  0.99990492   -1 10 14.3
 JY1689
 JY1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1689!SPC OH S     -   0.99995387  x   0.99994657  =   0.99990044
 JY1689!UTM  17      -   0.99995387  x   0.99990492  =   0.99985879
 JY1689
 JY1689                          SUPERSEDED SURVEY CONTROL
 JY1689
 JY1689  ELLIP H (04/01/98)  294.10   (m)                       GP(       ) 4 1
 JY1689  NAD 83(1986)-  39 38 57.72343(N)    082 50 03.26882(W) AD(       ) 1
 JY1689  NGVD 29 (08/31/92)  328.5    (m)         1078.     (f) GPS OBS        
 JY1689
 JY1689.Superseded values are not recommended for survey control.
 JY1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1689.See file dsdata.txt to determine how the superseded data were derived.
 JY1689
 JY1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD4262790449(NAD 83)
 JY1689_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1689_SP_SET: CONCRETE POST
 JY1689_STAMPING: AM 43 1991
 JY1689_MARK LOGO: FCA   
 JY1689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1689+STABILITY: SURFACE MOTION
 JY1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1689+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1689
 JY1689  HISTORY     - Date     Condition        Report By
 JY1689  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1689
 JY1689                          STATION DESCRIPTION
 JY1689
 JY1689'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1689'STATION AM 43 IS LOCATED ON THE SOUTHWEST CORNER OF AMANDA TOWNSHIP IN
 JY1689'FAIRFIELD COUNTY, OHIO AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 JY1689'WINCHESTER-NORTHERN ROAD (S.R. 674) AND PETERS ROAD. TO REACH FROM
 JY1689'THE INTERSECTION OF S.R. 674 AND CINCINNATI-ZANESVILE ROAD (U.S. HWY.
 JY1689'22)GO NORTH ALONG S.R. 674 FOR 1.20 MI (1.93 KM) TO PETERS ROAD TO
 JY1689'THE STATION. STATION IS 26.0 FT (7.9 M) SOUTH OF CENTERLINE OF PETERS
 JY1689'ROAD AND 40.8 FT (12.4 M) EAST OF CENTERLINE OF S.R. 674. MARK IS A
 JY1689'CONCRETE MONUMENT WITH ALUMINUM DISK SET 2 INCHES BELOW GROUND AND
 JY1689'STAMPED FAIRFIELD COUNTY AUDITOR AM 43 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1690 ***********************************************************************
 JY1690  DESIGNATION -  AM 60
 JY1690  PID         -  JY1690
 JY1690  STATE/COUNTY-  OH/FAIRFIELD
 JY1690  USGS QUAD   -  AMANDA (1985)
 JY1690
 JY1690                         *CURRENT SURVEY CONTROL
 JY1690  ___________________________________________________________________
 JY1690* NAD 83(1995)-  39 43 49.84960(N)    082 44 02.04555(W)     ADJUSTED  
 JY1690* NAVD 88     -       350.1    (meters)    1149.     (feet)  VERTCON   
 JY1690  ___________________________________________________________________
 JY1690  X           -     621,274.834 (meters)                     COMP
 JY1690  Y           -  -4,872,682.785 (meters)                     COMP
 JY1690  Z           -   4,055,221.120 (meters)                     COMP
 JY1690  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 JY1690  ELLIP HEIGHT-         315.99  (meters)          (10/07/05) GPS OBS
 JY1690  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY1690
 JY1690  HORZ ORDER  -  FIRST
 JY1690  ELLP ORDER  -  FOURTH    CLASS I
 JY1690
 JY1690.The horizontal coordinates were established by GPS observations
 JY1690.and adjusted by the National Geodetic Survey in April 1998..
 JY1690
 JY1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1690
 JY1690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1690
 JY1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1690
 JY1690.The ellipsoidal height was determined by GPS observations
 JY1690.and is referenced to NAD 83.
 JY1690
 JY1690.The geoid height was determined by GEOID03.
 JY1690
 JY1690;                    North         East     Units Scale Factor Converg.
 JY1690;SPC OH S     -   192,138.113   579,948.891   MT  0.99995411   -0 08 54.3
 JY1690;UTM  17      - 4,399,284.906   351,410.310   MT  0.99987183   -1 06 30.5
 JY1690
 JY1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1690!SPC OH S     -   0.99995043  x   0.99995411  =   0.99990454
 JY1690!UTM  17      -   0.99995043  x   0.99987183  =   0.99982227
 JY1690
 JY1690|---------------------------------------------------------------------|
 JY1690| PID    Reference Object                     Distance      Geod. Az  |
 JY1690|                                                           dddmmss.s |
 JY1690| JY1428 BATES                               277.563 METERS 27035     |
 JY1690|---------------------------------------------------------------------|
 JY1690
 JY1690                          SUPERSEDED SURVEY CONTROL
 JY1690
 JY1690  ELLIP H (04/01/98)  316.01   (m)                       GP(       ) 4 1
 JY1690  NAD 83(1986)-  39 43 49.85586(N)    082 44 02.04759(W) AD(       ) 1
 JY1690  NGVD 29 (08/31/92)  350.2    (m)         1149.     (f) GPS OBS        
 JY1690
 JY1690.Superseded values are not recommended for survey control.
 JY1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1690.See file dsdata.txt to determine how the superseded data were derived.
 JY1690
 JY1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD5141099285(NAD 83)
 JY1690_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1690_SP_SET: CONCRETE POST
 JY1690_STAMPING: AM 60 1991
 JY1690_MARK LOGO: FCA   
 JY1690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1690+STABILITY: SURFACE MOTION
 JY1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1690+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1690
 JY1690  HISTORY     - Date     Condition        Report By
 JY1690  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1690
 JY1690                          STATION DESCRIPTION
 JY1690
 JY1690'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1690'STATION AM 60 IS LOCATED ON THE NORTH SIDE OF AMANDA TOWNSHIP IN
 JY1690'FAIRFIELD COUNTY, OHIO AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 JY1690'ROYALTON ROAD AND ROCK MILL ROAD. STATION IS 31.0 FT (9.4 M) SOUTH OF
 JY1690'CENTERLINE OF ROYALTON ROAD, 27.5 FT (8.4 M) WEST OF CENTERLINE OF
 JY1690'ROCK MILL ROAD AND 11.4 FT (3.5 M) SOUTHWEST OF A POLE LOCATED AT THE
 JY1690'SOUTHWEST CORNER OF THE INTERSECTION OF ROYALTON ROAD AND ROCK MILL
 JY1690'ROAD. MARK IS A CONCRETE MONUMENT WITH ALUMINUM DISK AND STAMPED
 JY1690'FAIRFIELD COUNTY AUDITOR AM 60 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1053 ***********************************************************************
 KZ1053  SACS        -  This is a Secondary Airport Control Station.
 KZ1053  DESIGNATION -  AMERITE
 KZ1053  PID         -  KZ1053
 KZ1053  STATE/COUNTY-  OH/RICHLAND
 KZ1053  USGS QUAD   -  SHELBY (1980)
 KZ1053
 KZ1053                         *CURRENT SURVEY CONTROL
 KZ1053  ___________________________________________________________________
 KZ1053* NAD 83(1995)-  40 52 37.85751(N)    082 41 50.58095(W)     ADJUSTED  
 KZ1053* NAVD 88     -       342.250  (meters)    1122.87   (feet)  ADJUSTED  
 KZ1053  ___________________________________________________________________
 KZ1053  X           -     613,910.444 (meters)                     COMP
 KZ1053  Y           -  -4,790,584.994 (meters)                     COMP
 KZ1053  Z           -   4,152,321.503 (meters)                     COMP
 KZ1053  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KZ1053  ELLIP HEIGHT-         307.93  (meters)          (10/07/05) GPS OBS
 KZ1053  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KZ1053  DYNAMIC HT  -         342.085 (meters)    1122.32  (feet)  COMP
 KZ1053  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 KZ1053
 KZ1053  HORZ ORDER  -  FIRST
 KZ1053  VERT ORDER  -  FIRST     CLASS I
 KZ1053  ELLP ORDER  -  FOURTH    CLASS II
 KZ1053
 KZ1053.This mark is at Shelby Community Airport (12G)
 KZ1053
 KZ1053.The horizontal coordinates were established by GPS observations
 KZ1053.and adjusted by the National Geodetic Survey in May 1997..
 KZ1053
 KZ1053.The orthometric height was determined by differential leveling
 KZ1053.and adjusted by the National Geodetic Survey in June 1991..
 KZ1053
 KZ1053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1053
 KZ1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1053
 KZ1053.The ellipsoidal height was determined by GPS observations
 KZ1053.and is referenced to NAD 83.
 KZ1053
 KZ1053.The geoid height was determined by GEOID03.
 KZ1053
 KZ1053.The dynamic height is computed by dividing the NAVD 88
 KZ1053.geopotential number by the normal gravity value computed on the
 KZ1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1053.degrees latitude (g = 980.6199 gals.).
 KZ1053
 KZ1053.The modeled gravity was interpolated from observed gravity values.
 KZ1053
 KZ1053;                    North         East     Units Scale Factor Converg.
 KZ1053;SPC OH N     -   134,441.506   583,363.242   MT  0.99994464   -0 07 46.8
 KZ1053;UTM  17      - 4,526,509.954   356,979.742   MT  0.99985176   -1 06 39.7
 KZ1053
 KZ1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1053!SPC OH N     -   0.99995170  x   0.99994464  =   0.99989634
 KZ1053!UTM  17      -   0.99995170  x   0.99985176  =   0.99980347
 KZ1053
 KZ1053|---------------------------------------------------------------------|
 KZ1053| PID    Reference Object                     Distance      Geod. Az  |
 KZ1053|                                                           dddmmss.s |
 KZ1053| KZ1049 G 249                               119.656 METERS 07339     |
 KZ1053| KZ1052 AMERITE RM 1                         21.531 METERS 08156     |
 KZ1053| KZ1050 F 249                               144.403 METERS 11115     |
 KZ1053| KZ1051 AMERITE AZ MK                       APPROX. 0.6 KM 1662714.9 |
 KZ1053| KZ1054 AMERITE RM 2                         19.057 METERS 19041     |
 KZ1053| KZ1055 H 249                                55.431 METERS 25244     |
 KZ1053|---------------------------------------------------------------------|
 KZ1053
 KZ1053                          SUPERSEDED SURVEY CONTROL
 KZ1053
 KZ1053  ELLIP H (05/15/97)  307.95   (m)                       GP(       ) 4 2
 KZ1053  NAD 83(1986)-  40 52 37.86422(N)    082 41 50.59449(W) AD(       ) 3
 KZ1053  NAD 27      -  40 52 37.66155(N)    082 41 50.95489(W) AD(       ) 3
 KZ1053  NAVD 88 (05/15/97)  342.19   (m)         1122.7    (f) LEVELING    3  
 KZ1053  NGVD 29 (??/??/92)  342.395  (m)         1123.34   (f) ADJ UNCH    1 1
 KZ1053
 KZ1053.Superseded values are not recommended for survey control.
 KZ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1053.See file dsdata.txt to determine how the superseded data were derived.
 KZ1053
 KZ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5698026510(NAD 83)
 KZ1053_MARKER: DS = TRIANGULATION STATION DISK
 KZ1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1053_SP_SET: CONCRETE POST
 KZ1053_STAMPING: AMERITE 1959
 KZ1053_MARK LOGO: CGS   
 KZ1053_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1053+STABILITY: SURFACE MOTION
 KZ1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1053+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1995
 KZ1053
 KZ1053  HISTORY     - Date     Condition        Report By
 KZ1053  HISTORY     - 1959     MONUMENTED       CGS
 KZ1053  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KZ1053  HISTORY     - 1967     GOOD             NGS
 KZ1053  HISTORY     - 1986     GOOD             NGS
 KZ1053  HISTORY     - 19870922 GOOD
 KZ1053  HISTORY     - 19950828 GOOD             NGS
 KZ1053
 KZ1053                          STATION DESCRIPTION
 KZ1053
 KZ1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1053'THE STATION IS ABOUT 2 MILES WEST OF SHELBY, 4-1/2 MILES SOUTHEAST OF
 KZ1053'TIRO, ALONG THE SOUTH SIDE OF
 KZ1053'STATE ROUTES 39 AND 96, AT THE NORTHWEST CORNER OF THE SHELBY SKY
 KZ1053'HAVEN AIRPORT AND ON THE PROPERTY OF
 KZ1053'THE AMERICAN TOWER COMPANY, OWNED AND OPERATED BY
 KZ1053'MR. C.J. WINGART.
 KZ1053'
 KZ1053'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 61, 39 AND 96
 KZ1053'IN DOWNTOWN SHELBY, GO WEST
 KZ1053'ON COMBINED HIGHWAYS 39 AND 96 FOR 1.9 MILES TO THE AMERICAN TOWER
 KZ1053'COMPANY BUILDING ON THE LEFT AND THE
 KZ1053'STATION.
 KZ1053'
 KZ1053'STATION MARKS ARE STANDARD DISKS STAMPED AMERITE 1959.  THE SURFACE
 KZ1053'DISK IS SET IN A SQUARE
 KZ1053'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 124 FEET
 KZ1053'EAST OF THE NORTHEAST CORNER OF
 KZ1053'THE AMERICAN TOWER COMPANY OFFICE BUILDING, 13 FEET EAST OF THE
 KZ1053'NORTH END OF A PARKING LOT GUARD RAIL, 30
 KZ1053'FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER
 KZ1053'AND 41 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 39.  THE
 KZ1053'UNDERGROUND DISK IS SET IN
 KZ1053'AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE
 KZ1053'GROUND.
 KZ1053'
 KZ1053'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AMERITE NO 1 1959, IS
 KZ1053'SET IN A SQUARE CONCRETE POST
 KZ1053'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 99 FEET EAST OF THE
 KZ1053'POWER POLE WITH A TRANSFORMER, 48
 KZ1053'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 39 AND 54 FEET
 KZ1053'SOUTHWEST OF A SHORT SUPPORT FOR TELEPHONE
 KZ1053'CABLE.
 KZ1053'
 KZ1053'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AMERITE NO 2 1959, IS
 KZ1053'SET IN A SQUARE CONCRETE POST
 KZ1053'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 101 FEET EAST OF THE
 KZ1053'NORTHEAST CORNER OF THE OFFICE
 KZ1053'BUILDING, 101 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 39, 72
 KZ1053'FEET SOUTH OF THE POWER POLE WITH A
 KZ1053'TRANSFORMER AND 1 FOOT EAST OF THE PARKING LOT
 KZ1053'GUARD RAIL.
 KZ1053'
 KZ1053'AZIMUTH MARK IS A STANDARD DISK STAMPED AMERITE 1959, SET IN A SQUARE
 KZ1053'CONCRETE POST WHICH PROJECTS 3
 KZ1053'INCHES.  IT IS 43 FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD
 KZ1053'(FUNK ROAD), 18 FEET WEST OF A
 KZ1053'FENCE POST IN THE NORTHEAST CORNER OF A FENCE, 1 FOOT
 KZ1053'NORTH OF AN EAST-WEST FENCELINE.  A STANDARD
 KZ1053'METAL WITNESS POST WAS SET 2 FEET WEST OF
 KZ1053'THE MARK.
 KZ1053'
 KZ1053'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 39 FOR
 KZ1053'0.1 MILE TO A CROSSROAD.  TURN
 KZ1053'RIGHT AND GO SOUTH ON A BLACKTOP ROAD (FUNK ROAD) 0.35 MILE TO THE
 KZ1053'AZIMUTH MARK ON THE RIGHT AT THE
 KZ1053'SOUTH END OF THE AIRFIELD.
 KZ1053'
 KZ1053'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KZ1053
 KZ1053                          STATION RECOVERY (1967)
 KZ1053
 KZ1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 KZ1053'THE STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE
 KZ1053'ALL FOUND AND IN
 KZ1053'GOOD CONDITION.  THE TO REACH DESCRIPTION
 KZ1053'IS ADEQUATE.
 KZ1053
 KZ1053                          STATION RECOVERY (1967)
 KZ1053
 KZ1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ1053'1.7 MI W FROM SHELBY.
 KZ1053'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 96 AND 39 FROM THE
 KZ1053'CROSSING OF THE NEW YORK CENTRAL RAILROAD AT SHELBY, NEAR THE
 KZ1053'NORTHWEST CORNER OF THE AMERICAN LANDING STRIP, 103 FEET NORTHEAST
 KZ1053'OF THE NORTHEAST CORNER OF A TWO-STORY BRICK HOUSE, 41 FEET SOUTH
 KZ1053'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTHEAST OF A
 KZ1053'COMBINATION POWER AND CABLE LINE POLE, 2.4 FEET NORTHEAST OF THE
 KZ1053'NORTH END OF A CHAIN LINK FENCE, ABOUT LEVEL WITH THE HIGHWAY
 KZ1053'AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL OF
 KZ1053'THE GROUND.
 KZ1053
 KZ1053                          STATION RECOVERY (1986)
 KZ1053
 KZ1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KZ1053'STATION MARK AND AZIMUTH MARK RECOVERED IN GOOD CONDITION, REFERENCE
 KZ1053'MARKS 1 AND 2, BENCH MARKS G 249 AND H 249 ALSO RECOVERED IN GOOD
 KZ1053'CONDITION BUT NOT DESCRIBED.  MARKS ARE LOCATED AT THE SHELBY COMMUN-
 KZ1053'ITY AIRPORT.  OWNERSHIP SHELBY COMMUNITY AIRPORT, C/O AIRPORT MANAGER
 KZ1053'CLELAND WINGART, PO BOX 29 SHELBY OH 44875 PHONE 419 342 2481
 KZ1053'TO REACH FROM JUNCTION OF STATE HIGHWAYS 39, 61 AND 96 IN SHELBY (JUST
 KZ1053'SOUTH OF THE POST OFFICE) GO WEST ON HIGHWAYS 39 AND 96 FOR 2.95 KM
 KZ1053'(1.85 MILES) TO A CROSSROAD(FUNK ROAD).  CONTINUE WEST ON THE HIGHWAY
 KZ1053'FOR 0.14 KM (0.1 MILE) TO AIRPORT ENTRANCE AND STATION ON THE LEFT, AT
 KZ1053'HIGH GROUND.
 KZ1053'STATION MARK IS A STAND CGS STATION DISK STAMPED ----AMERITE 1959---,
 KZ1053'SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST 10 CM BLOW GROUND, IN
 KZ1053'AN OPEN GRASSY AREA JUST EAST OF PARKING AREA FOR AIRPORT BUILDINGS.
 KZ1053'IT IS 12.3 METERS SOUTH OF THE HIGHWAY CENTER, 7.8 METERS
 KZ1053'EAST-SOUTHEAST OF UTILITY POLE 3A21, 6.4 METERS EAST OF NORTH END OF
 KZ1053'CYCLONE FENCE 5.0 METERS NORTH OF NORTH EDGE OF CONCRETE PAD, AND 1.4
 KZ1053'METERS EAST OF THE NORTHEAST CORNER OF TARMAC.
 KZ1053'DESCRIBED BY G R HEID  TYPED BY JAMES MALONEY 9/03/87.
 KZ1053
 KZ1053                          STATION RECOVERY (1987)
 KZ1053
 KZ1053'RECOVERED 1987
 KZ1053'RECOVERED IN GOOD CONDITION.
 KZ1053
 KZ1053                          STATION RECOVERY (1995)
 KZ1053
 KZ1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ1053'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) NORTHWEST OF MANSFIELD, 1
 KZ1053'KM (0.60 MI) WEST OF SHELBY AT THE SHELBY COMMUNITY AIRPORT, IN AN
 KZ1053'OPEN GRASSY AREA JUST EAST OF PARKING AREA FOR AIRPORT BUILDINGS.
 KZ1053'OWNERSHIP--SHELBY COMMUNITY AIRPORT, P.O.  BOX 29, SHELBY, OH. 44875.
 KZ1053'AIRPORT MANAGER IS CLELAND WINGART.  PHONE 419-347-1185.  TO REACH
 KZ1053'FROM THE JUNCTION OF STATE HIGHWAYS 61, 39, AND 96 IN SHELBY, GO WEST
 KZ1053'ON COMBINED HIGHWAYS 39 AND 96 FOR 2.95 KM (1.85 MI) TO A CROSSROAD
 KZ1053'(FUNK ROAD) .  CONTINUE WEST ON HIGHWAY 39 AND 96 FOR 0.14 KM (0.10
 KZ1053'MI) TO THE AIRPORT ENTRANCE AND THE STATION ON THE LEFT AT HIGH
 KZ1053'GROUND.  THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST
 KZ1053'RECESSED 10 CM BELOW GROUND.  IT IS 31.5 M (103.3 FT) EAST OF THE
 KZ1053'NORTHEAST CORNER OF THE AMERICAN TOWER COMPANY OFFICE BUILDING, 12.2 M
 KZ1053'(40.0 FT) SOUTH OF THE HIGHWAY CENTER, 7.6 M (24.9 FT) SOUTHEAST OF A
 KZ1053'POWER POLE WITH A TRANSFORMER, 5.6 M (18.4 FT) EAST OF THE NORTH END
 KZ1053'OF PARKING LOT GUARD RAIL, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1051 ***********************************************************************
 KZ1051  SACS        -  This is a Secondary Airport Control Station.
 KZ1051  DESIGNATION -  AMERITE AZ MK
 KZ1051  PID         -  KZ1051
 KZ1051  STATE/COUNTY-  OH/RICHLAND
 KZ1051  USGS QUAD   -  CRESTLINE (1982)
 KZ1051
 KZ1051                         *CURRENT SURVEY CONTROL
 KZ1051  ___________________________________________________________________
 KZ1051* NAD 83(1995)-  40 52 19.50596(N)    082 41 44.75638(W)     ADJUSTED  
 KZ1051* NAVD 88     -       340.027  (meters)    1115.57   (feet)  ADJUSTED  
 KZ1051  ___________________________________________________________________
 KZ1051  X           -     614,092.616 (meters)                     COMP
 KZ1051  Y           -  -4,790,933.509 (meters)                     COMP
 KZ1051  Z           -   4,151,892.015 (meters)                     COMP
 KZ1051  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 KZ1051  ELLIP HEIGHT-         305.77  (meters)          (10/07/05) GPS OBS
 KZ1051  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KZ1051  DYNAMIC HT  -         339.863 (meters)    1115.03  (feet)  COMP
 KZ1051  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 KZ1051
 KZ1051  HORZ ORDER  -  FIRST
 KZ1051  VERT ORDER  -  FIRST     CLASS I
 KZ1051  ELLP ORDER  -  FOURTH    CLASS II
 KZ1051
 KZ1051.This mark is at Shelby Community Airport (12G)
 KZ1051
 KZ1051.The horizontal coordinates were established by GPS observations
 KZ1051.and adjusted by the National Geodetic Survey in May 1997..
 KZ1051
 KZ1051.The orthometric height was determined by differential leveling
 KZ1051.and adjusted by the National Geodetic Survey in June 1991..
 KZ1051
 KZ1051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1051
 KZ1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1051
 KZ1051.The ellipsoidal height was determined by GPS observations
 KZ1051.and is referenced to NAD 83.
 KZ1051
 KZ1051.The geoid height was determined by GEOID03.
 KZ1051
 KZ1051.The dynamic height is computed by dividing the NAVD 88
 KZ1051.geopotential number by the normal gravity value computed on the
 KZ1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1051.degrees latitude (g = 980.6199 gals.).
 KZ1051
 KZ1051.The modeled gravity was interpolated from observed gravity values.
 KZ1051
 KZ1051;                    North         East     Units Scale Factor Converg.
 KZ1051;SPC OH N     -   133,875.129   583,498.341   MT  0.99994494   -0 07 43.0
 KZ1051;UTM  17      - 4,525,941.400   357,105.110   MT  0.99985132   -1 06 35.5
 KZ1051
 KZ1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1051!SPC OH N     -   0.99995204  x   0.99994494  =   0.99989698
 KZ1051!UTM  17      -   0.99995204  x   0.99985132  =   0.99980337
 KZ1051
 KZ1051:                Primary Azimuth Mark                     Grid Az
 KZ1051:SPC OH N     -  12G A                                    301 14 23.9
 KZ1051:UTM  17      -  12G A                                    302 13 16.4
 KZ1051
 KZ1051|---------------------------------------------------------------------|
 KZ1051| PID    Reference Object                     Distance      Geod. Az  |
 KZ1051|                                                           dddmmss.s |
 KZ1051| AB6036 12G A                               443.443 METERS 3010640.9 |
 KZ1051| KZ1053 AMERITE                             APPROX. 0.6 KM 3462718.7 |
 KZ1051|---------------------------------------------------------------------|
 KZ1051
 KZ1051                          SUPERSEDED SURVEY CONTROL
 KZ1051
 KZ1051  ELLIP H (05/15/97)  305.79   (m)                       GP(       ) 4 2
 KZ1051  NAD 83(1986)-  40 52 19.51282(N)    082 41 44.77133(W) AD(       ) 3
 KZ1051  NAD 27      -  40 52 19.31025(N)    082 41 45.13507(W) AD(       ) 3
 KZ1051  NAVD 88 (05/15/97)  340.02   (m)         1115.5    (f) LEVELING    3  
 KZ1051  NGVD 29 (??/??/92)  340.170  (m)         1116.04   (f) ADJ UNCH    1 1
 KZ1051
 KZ1051.Superseded values are not recommended for survey control.
 KZ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1051.See file dsdata.txt to determine how the superseded data were derived.
 KZ1051
 KZ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5710525941(NAD 83)
 KZ1051_MARKER: DZ = AZIMUTH MARK DISK
 KZ1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1051_SP_SET: SQUARE CONCRETE MONUMENT
 KZ1051_STAMPING: AMERITE 1959
 KZ1051_MARK LOGO: CGS   
 KZ1051_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1051+STABILITY: SURFACE MOTION
 KZ1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1051+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1995
 KZ1051
 KZ1051  HISTORY     - Date     Condition        Report By
 KZ1051  HISTORY     - 1959     MONUMENTED       CGS
 KZ1051  HISTORY     - 1967     GOOD             NGS
 KZ1051  HISTORY     - 1986     GOOD             NGS
 KZ1051  HISTORY     - 19870922 GOOD
 KZ1051  HISTORY     - 19950828 GOOD             NGS
 KZ1051
 KZ1051                          STATION DESCRIPTION
 KZ1051
 KZ1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1051'2 MI W FROM SHELBY.
 KZ1051'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 96 AND 39 FROM THE
 KZ1051'CROSSING OF THE NEW YORK CENTRAL RAILROAD AT SHELBY, THENCE 0.35
 KZ1051'MILE SOUTH ALONG FUNK ROAD, NEAR THE SOUTHEAST CORNER OF THE
 KZ1051'AMERICAN TOWER LANDING STRIP, 148 FEET SOUTHWEST OF THE CENTER OF
 KZ1051'THE JUNCTION OF A DRIVEWAY LEADING EAST TO A ONE-STORY BRICK HOUSE,
 KZ1051'41 FEET WEST OF THE CENTER LINE OF FUNK ROAD, ABOUT 8 FEET SOUTH OF
 KZ1051'THE EXTENDED LINE OF 4 RUNWAY LIGHTS WHICH IS NEAR THE SOUTH END
 KZ1051'OF THE RUNWAY, 2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 KZ1051'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KZ1051'1 INCH ABOVE THE LEVEL OF THE GROUND.
 KZ1051
 KZ1051                          STATION RECOVERY (1986)
 KZ1051
 KZ1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KZ1051'STATION IS LOCATED ABOUT 3 KM (1.9 MILE) WEST OF SHELBY, AT THE
 KZ1051'SHELBY COMMUNITY AIRPORT, IN T 21 N, R 20 W, SOUTHEAST 1/4 SECTION
 KZ1051'12.  OWNERSHIP  SHELBY COMMUNITY AIRPORT, C/O AIRPORT MANAGER
 KZ1051'CLELAND WINGART, PO BOX 29, SHELBY OH 44875 PHONE 419 342 2481
 KZ1051'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 39, 61 AND 96 IN SHELBY
 KZ1051'(JUST SOUTH OF THE POST OFFICE), GO WEST ON HIGHWAYS 39 AND 96 FOR
 KZ1051'2.95 KM (1.85 MILE) TO A CROSS ROAD ( FUNK ROAD).  TURN LEFT, SOUTH, F
 KZ1051'FOR 0.57 KM  (0.35 MILE) TO A CONCRETE DRIVEWAY ON THE LEFT LEADING
 KZ1051'TO A BRICK HOUSE.  CONTINUE AHEAD FOR 43 METERS (ABOUT 150 FEET) TO
 KZ1051'THE STATION ON THE RIGHT IN LARGE GRASS AREA.
 KZ1051'STATION MARK IS A STANDARD AZIMUTH DISK STAMPED ---AMERITE 1959---,
 KZ1051'SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST PROJECTING 1 CM.  IT IS
 KZ1051'12.4 METERS WEST OF THE ROAD CENTER, 30.0 METERS SOUTHEAST OF UTILITY
 KZ1051'POLE 3A46, 19.0 METERS WEST-NORTHWEST OF A TELEPHONE PEDESTAL,
 KZ1051'AND 18.9 METERS NORTH-NORTHWEST OF A DRAIN TAIL AT ROAD EDGE.
 KZ1051'DESCRIBED BY G.R. HEID  TYPED BY JAMES MALONEY 9/03/87.
 KZ1051
 KZ1051                          STATION RECOVERY (1987)
 KZ1051
 KZ1051'RECOVERED 1987
 KZ1051'RECOVERED IN GOOD CONDITION.
 KZ1051
 KZ1051                          STATION RECOVERY (1995)
 KZ1051
 KZ1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ1051'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) NORTHWEST OF MANSFIELD, 1
 KZ1051'KM (0.60 MI) WEST OF SHELBY AT THE SHELBY COMMUNITY AIRPORT, IN AN
 KZ1051'OPEN GRASSY AREA.  OWNERSHIP--SHELBY COMMUNITY AIRPORT, P.O.  BOX 29,
 KZ1051'SHELBY, OH.  44875.  AIRPORT MANAGER IS CLELAND WINGART.  PHONE
 KZ1051'419-347-1185.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 61, 39,
 KZ1051'AND 96 IN SHELBY, GO WEST ON COMBINED HIGHWAYS 39 AND 96 FOR 2.95 KM
 KZ1051'(1.85 MI) TO A CROSSROAD (FUNK ROAD) .  TURN LEFT, SOUTH, FOR 0.57 KM
 KZ1051'(0.35 MI) TO A CONCRETE DRIVE ON THE LEFT LEADING TO A BRICK HOUSE.
 KZ1051'CONTINUE AHEAD FOR 43 M (141.1 FT) TO THE STATION ON THE RIGHT.  THE
 KZ1051'STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST SET 10 CM
 KZ1051'BELOW GROUND.  IT IS 13.0 M (42.7 FT) WEST OF THE ROAD CENTER, 30.0 M
 KZ1051'(98.4 FT) SOUTHEAST OF UTILITY POLE NUMBER 3A46, 19.0 M (62.3 FT)
 KZ1051'WEST-SOUTHWEST OF A TELEPHONE PEDESTAL, AND NORTH-NORTHWEST OF A DRAIN
 KZ1051'TAIL AT ROAD EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1052 ***********************************************************************
 KZ1052  DESIGNATION -  AMERITE RM 1
 KZ1052  PID         -  KZ1052
 KZ1052  STATE/COUNTY-  OH/RICHLAND
 KZ1052  USGS QUAD   -  SHELBY (1980)
 KZ1052
 KZ1052                         *CURRENT SURVEY CONTROL
 KZ1052  ___________________________________________________________________
 KZ1052* NAD 83(1995)-  40 52 37.95547(N)    082 41 49.67048(W)     ADJUSTED  
 KZ1052* NAVD 88     -       341.971  (meters)    1121.95   (feet)  ADJUSTED  
 KZ1052  ___________________________________________________________________
 KZ1052  X           -     613,931.318 (meters)                     COMP
 KZ1052  Y           -  -4,790,580.165 (meters)                     COMP
 KZ1052  Z           -   4,152,323.651 (meters)                     COMP
 KZ1052  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KZ1052  ELLIP HEIGHT-         307.72  (meters)          (10/07/05) GPS OBS
 KZ1052  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KZ1052  DYNAMIC HT  -         341.807 (meters)    1121.41  (feet)  COMP
 KZ1052  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 KZ1052
 KZ1052  HORZ ORDER  -  THIRD
 KZ1052  VERT ORDER  -  FIRST     CLASS I
 KZ1052  ELLP ORDER  -  FOURTH    CLASS II
 KZ1052
 KZ1052.This mark is at Shelby Community Airport (12G)
 KZ1052
 KZ1052.The horizontal coordinates were established by GPS observations
 KZ1052.and adjusted by the National Geodetic Survey in May 1997..
 KZ1052
 KZ1052.The orthometric height was determined by differential leveling
 KZ1052.and adjusted by the National Geodetic Survey in June 1991..
 KZ1052
 KZ1052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1052
 KZ1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1052
 KZ1052.The ellipsoidal height was determined by GPS observations
 KZ1052.and is referenced to NAD 83.
 KZ1052
 KZ1052.The geoid height was determined by GEOID03.
 KZ1052
 KZ1052.The dynamic height is computed by dividing the NAVD 88
 KZ1052.geopotential number by the normal gravity value computed on the
 KZ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1052.degrees latitude (g = 980.6199 gals.).
 KZ1052
 KZ1052.The modeled gravity was interpolated from observed gravity values.
 KZ1052
 KZ1052;                    North         East     Units Scale Factor Converg.
 KZ1052;SPC OH N     -   134,444.479   583,384.565   MT  0.99994464   -0 07 46.2
 KZ1052;UTM  17      - 4,526,512.561   357,001.112   MT  0.99985169   -1 06 39.1
 KZ1052
 KZ1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1052!SPC OH N     -   0.99995173  x   0.99994464  =   0.99989638
 KZ1052!UTM  17      -   0.99995173  x   0.99985169  =   0.99980343
 KZ1052
 KZ1052:                Primary Azimuth Mark                     Grid Az
 KZ1052:SPC OH N     -  12G A                                    218 01 12.9
 KZ1052:UTM  17      -  12G A                                    219 00 05.8
 KZ1052
 KZ1052|---------------------------------------------------------------------|
 KZ1052| PID    Reference Object                     Distance      Geod. Az  |
 KZ1052|                                                           dddmmss.s |
 KZ1052| AB6036 12G A                               430.826 METERS 2175326.7 |
 KZ1052|---------------------------------------------------------------------|
 KZ1052
 KZ1052                          SUPERSEDED SURVEY CONTROL
 KZ1052
 KZ1052  ELLIP H (05/15/97)  307.73   (m)                       GP(       ) 4 2
 KZ1052  NAVD 88 (05/15/97)  341.97   (m)         1121.9    (f) LEVELING    3  
 KZ1052  NGVD 29 (??/??/92)  342.117  (m)         1122.43   (f) ADJ UNCH    1 1
 KZ1052
 KZ1052.Superseded values are not recommended for survey control.
 KZ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1052.See file dsdata.txt to determine how the superseded data were derived.
 KZ1052
 KZ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5700126513(NAD 83)
 KZ1052_MARKER: DR = REFERENCE MARK DISK
 KZ1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1052_STAMPING: AMERITE NO 1 1959
 KZ1052_MARK LOGO: CGS   
 KZ1052_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1052+STABILITY: SURFACE MOTION
 KZ1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1052+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1995
 KZ1052
 KZ1052  HISTORY     - Date     Condition        Report By
 KZ1052  HISTORY     - 1959     MONUMENTED       CGS
 KZ1052  HISTORY     - 1967     GOOD             NGS
 KZ1052  HISTORY     - 1991     GOOD             USPSQD
 KZ1052  HISTORY     - 19950828 GOOD             NGS
 KZ1052
 KZ1052                          STATION DESCRIPTION
 KZ1052
 KZ1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1052'1.7 MI W FROM SHELBY.
 KZ1052'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 96 AND 39 FROM THE
 KZ1052'CROSSING OF THE NEW YORK CENTRAL RAILROAD AT SHELBY, 70.6 FEET
 KZ1052'EAST OF THE STATION MARK DESCRIBED, 62 1/2 FEET WEST OF THE CENTER
 KZ1052'LINE OF THE RUNWAY OF THE AMERICAN TOWER LANDING STRIP, 48 FEET
 KZ1052'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7 1/2 FEET SOUTH OF THE
 KZ1052'CENTER ONE OF A ROW OF THREE RUNWAY LIGHTS, ABOUT LEVEL WITH THE
 KZ1052'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 1 INCH ABOVE THE
 KZ1052'LEVEL OF THE GROUND.
 KZ1052
 KZ1052                          STATION RECOVERY (1991)
 KZ1052
 KZ1052'RECOVERY NOTE BY US POWER SQUADRON 1991 (TF)
 KZ1052'RECOVERED IN GOOD CONDITION.
 KZ1052
 KZ1052                          STATION RECOVERY (1995)
 KZ1052
 KZ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ1052'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) NORTHWEST OF MANSFIELD, 1
 KZ1052'KM (0.60 MI) WEST OF SHELBY AT THE SHELBY COMMUNITY AIRPORT.
 KZ1052'OWNERSHIP--SHELBY COMMUNITY AIRPORT, P.O.  BOX 29, SHELBY, OH. 44875.
 KZ1052'AIRPORT MANAGER IS CLELAND WINGART.  PHONE 419-347-1185.  TO REACH
 KZ1052'FROM THE JUNCTION OF STATE HIGHWAYS 61, 39, AND 96 IN SHELBY, GO WEST
 KZ1052'ON COMBINED HIGHWAYS 39 AND 96 FOR 2.95 KM (1.85 MI) TO A CROSSROAD
 KZ1052'(FUNK ROAD) .  CONTINUE WEST ON HIGHWAY 39 AND 96 FOR 0.14 KM (0.10
 KZ1052'MI) TO THE AIRPORT ENTRANCE AND THE STATION ON THE LEFT AT HIGH
 KZ1052'GROUND.  THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST
 KZ1052'SET 10 CM BELOW GROUND.  IT IS 21.5 M (70.5 FT) EAST OF THE STATION
 KZ1052'MARK, 29.0 M (95.1 FT) EAST OF A POWER POLE, AND 14.5 M (47.6 FT)
 KZ1052'SOUTH OF THE CENTER OF THE HIGHWAY.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1054 ***********************************************************************
 KZ1054  DESIGNATION -  AMERITE RM 2
 KZ1054  PID         -  KZ1054
 KZ1054  STATE/COUNTY-  OH/RICHLAND
 KZ1054  USGS QUAD   -  SHELBY (1980)
 KZ1054
 KZ1054                         *CURRENT SURVEY CONTROL
 KZ1054  ___________________________________________________________________
 KZ1054* NAD 83(1986)-  40 52 37.     (N)    082 41 50.     (W)     SCALED    
 KZ1054* NAVD 88     -       341.628  (meters)    1120.82   (feet)  ADJUSTED  
 KZ1054  ___________________________________________________________________
 KZ1054  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KZ1054  DYNAMIC HT  -         341.464 (meters)    1120.29  (feet)  COMP
 KZ1054  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 KZ1054
 KZ1054  VERT ORDER  -  FIRST     CLASS I
 KZ1054
 KZ1054.The horizontal coordinates were scaled from a topographic map and have
 KZ1054.an estimated accuracy of +/- 6 seconds.
 KZ1054
 KZ1054.The orthometric height was determined by differential leveling
 KZ1054.and adjusted by the National Geodetic Survey in June 1991..
 KZ1054
 KZ1054.The geoid height was determined by GEOID03.
 KZ1054
 KZ1054.The dynamic height is computed by dividing the NAVD 88
 KZ1054.geopotential number by the normal gravity value computed on the
 KZ1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1054.degrees latitude (g = 980.6199 gals.).
 KZ1054
 KZ1054.The modeled gravity was interpolated from observed gravity values.
 KZ1054
 KZ1054;                    North         East    Units  Estimated Accuracy
 KZ1054;SPC OH N     -   134,420.      583,380.      MT  (+/- 180 meters Scaled)
 KZ1054
 KZ1054                          SUPERSEDED SURVEY CONTROL
 KZ1054
 KZ1054  NGVD 29 (??/??/92)  341.774  (m)         1121.30   (f) ADJ UNCH    1 1
 KZ1054
 KZ1054.Superseded values are not recommended for survey control.
 KZ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1054.See file dsdata.txt to determine how the superseded data were derived.
 KZ1054
 KZ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF569264(NAD 83)
 KZ1054_MARKER: DR = REFERENCE MARK DISK
 KZ1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1054_STAMPING: AMERITE NO 2 1959
 KZ1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1054+STABILITY: SURFACE MOTION
 KZ1054
 KZ1054  HISTORY     - Date     Condition        Report By
 KZ1054  HISTORY     - 1959     MONUMENTED       CGS
 KZ1054  HISTORY     - 1967     GOOD             NGS
 KZ1054
 KZ1054                          STATION DESCRIPTION
 KZ1054
 KZ1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1054'1.7 MI W FROM SHELBY.
 KZ1054'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 96 AND 39 FROM THE
 KZ1054'CROSSING OF THE NEW YORK CENTRAL RAILROAD AT SHELBY, 62.5 FEET
 KZ1054'SOUTH-SOUTHWEST OF THE STATION MARK DESCRIBED, 77.2 FEET EAST OF
 KZ1054'THE NORTHEAST CORNER OF A BRICK GARAGE WHICH IS AT THE EAST END
 KZ1054'OF AN OFFICE BUILDING, 108.3 FEET SOUTHWEST OF RM 1 DESCRIBED, 100
 KZ1054'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10.3 FEET WEST
 KZ1054'OF THE NORTH GATE POST FOR A 3 FOOT WIDE GATE IN CHAIN LINK FENCE,
 KZ1054'2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 KZ1054'OF A CONCRETE POST 3 INCHES BELOW THE LEVEL OF THE GROUND.  NOTE--
 KZ1054'MARK IS AT THE EAST EDGE OF A PARKING AREA WHICH WILL SOON BE
 KZ1054'COVERED WITH BLACK TOP.  THE OWNER OF THE PROPERTY SAID THAT
 KZ1054'HE WOULD PROTECT THE MARK WITH AN IRON LID AND THE MARK WOULD BE
 KZ1054'SAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2228 ***********************************************************************
 JX2228  DESIGNATION -  AMES
 JX2228  PID         -  JX2228
 JX2228  STATE/COUNTY-  OH/ATHENS
 JX2228  USGS QUAD   -  AMESVILLE (1994)
 JX2228
 JX2228                         *CURRENT SURVEY CONTROL
 JX2228  ___________________________________________________________________
 JX2228* NAD 83(1995)-  39 23 29.34215(N)    081 56 03.40505(W)     ADJUSTED  
 JX2228* NAVD 88     -       279.4    (meters)     917.     (feet)  GPS OBS   
 JX2228  ___________________________________________________________________
 JX2228  X           -     692,571.697 (meters)                     COMP
 JX2228  Y           -  -4,887,221.480 (meters)                     COMP
 JX2228  Z           -   4,026,155.423 (meters)                     COMP
 JX2228  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JX2228  ELLIP HEIGHT-         245.19  (meters)          (10/07/05) GPS OBS
 JX2228  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JX2228
 JX2228  HORZ ORDER  -  FIRST
 JX2228  ELLP ORDER  -  FOURTH    CLASS I
 JX2228
 JX2228.The horizontal coordinates were established by GPS observations
 JX2228.and adjusted by the National Geodetic Survey in April 1998..
 JX2228
 JX2228.The orthometric height was determined by GPS observations and a
 JX2228.high-resolution geoid model.
 JX2228
 JX2228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX2228
 JX2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2228
 JX2228.The ellipsoidal height was determined by GPS observations
 JX2228.and is referenced to NAD 83.
 JX2228
 JX2228.The geoid height was determined by GEOID03.
 JX2228
 JX2228;                    North         East     Units Scale Factor Converg.
 JX2228;SPC OH S     -   154,625.778   648,731.719   MT  0.99993592   +0 21 32.3
 JX2228;UTM  17      - 4,360,637.736   419,546.128   MT  0.99967969   -0 35 34.6
 JX2228
 JX2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2228!SPC OH S     -   0.99996153  x   0.99993592  =   0.99989746
 JX2228!UTM  17      -   0.99996153  x   0.99967969  =   0.99964124
 JX2228
 JX2228|---------------------------------------------------------------------|
 JX2228| PID    Reference Object                     Distance      Geod. Az  |
 JX2228|                                                           dddmmss.s |
 JX2228| CC9698 AMES RM 1                            22.182 METERS 13014     |
 JX2228| CC9699 AMES RM 2                            23.613 METERS 26842     |
 JX2228| JX2227 AMESVILLE                           APPROX. 1.2 KM 3242854.6 |
 JX2228|---------------------------------------------------------------------|
 JX2228
 JX2228                          SUPERSEDED SURVEY CONTROL
 JX2228
 JX2228  ELLIP H (04/01/98)  245.21   (m)                       GP(       ) 4 1
 JX2228  NAD 83(1986)-  39 23 29.34319(N)    081 56 03.41189(W) AD(       ) 1
 JX2228  NAD 83(1986)-  39 23 29.34319(N)    081 56 03.41189(W) AD(       ) 2
 JX2228  NAD 27      -  39 23 29.07800(N)    081 56 03.90900(W) AD(       ) 2
 JX2228
 JX2228.Superseded values are not recommended for survey control.
 JX2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2228.See file dsdata.txt to determine how the superseded data were derived.
 JX2228
 JX2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1954660638(NAD 83)
 JX2228_MARKER: DS = TRIANGULATION STATION DISK
 JX2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2228_STAMPING: AMES 1944
 JX2228_MARK LOGO: CGS   
 JX2228_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2228+STABILITY: SURFACE MOTION
 JX2228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2228+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 JX2228
 JX2228  HISTORY     - Date     Condition        Report By
 JX2228  HISTORY     - 1944     MONUMENTED       CGS
 JX2228  HISTORY     - 1988     GOOD             USPSQD
 JX2228  HISTORY     - 1988     GOOD             OHDT
 JX2228  HISTORY     - 19950920 GOOD             GEOONE
 JX2228
 JX2228                          STATION DESCRIPTION
 JX2228
 JX2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2228'STATION IS LOCATED ON THE
 JX2228'N SIDE OF
 JX2228'TEMPORARY STATE HIGHWAY 329, ABOUT 1-1/2 MILES ESE OF
 JX2228'AMESVILLE, ON LAND OWNED BY
 JX2228'MR. W.D. FLEMING.  IT IS 12 FEET N OF
 JX2228'A FENCE, 25 FEET N OF THE CENTER LINE OF THE
 JX2228'ROAD, AND 11.5
 JX2228'FEET N OF A WITNESS POST.  THE DISK IS STAMPED AMES 1944.
 JX2228'
 JX2228'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 JX2228'SET IN CONCRETE.
 JX2228'
 JX2228'REFERENCE MARK 1 IS 16 FEET N OF THE CENTER LINE OF THE ROAD
 JX2228'AND IS 1 FOOT N OF
 JX2228'THE N ROAD FENCE.  IT IS STAMPED AMES NO 1
 JX2228'1944.
 JX2228'
 JX2228'REFERENCE MARK 2 IS 1 FOOT N OF S FENCE AND 17 FEET S OF THE
 JX2228'CENTER LINE OF THE
 JX2228'ROAD.  IT IS STAMPED AMES NO 2 1944.
 JX2228'
 JX2228'STATION AMESVILLE WAS USED AS AN AZIMUTH MARK.
 JX2228'
 JX2228'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50N AND
 JX2228'STATE HIGHWAY 280
 JX2228'IN AMESVILLE, GO E ON U.S. HIGHWAY 50N FOR 0.6
 JX2228'MILE TO TEMPORARY STATE HIGHWAY
 JX2228'329,* TURN RIGHT ON HIGHWAY 329
 JX2228'AND GO 1.2 MILES TO LANE RIGHT LEADING TO THE
 JX2228'FLEMING HOUSE AND THE
 JX2228'STATION ON THE LEFT.
 JX2228'
 JX2228'*TO REACH STATION AMESVILLE, CONTINUE ON HIGHWAY 50N FOR 0.2
 JX2228'MILE TO THE TOP OF
 JX2228'THE HILL AND HOUSE ON THE RIGHT AND STATION.
 JX2228'
 JX2228'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JX2228
 JX2228                          STATION RECOVERY (1988)
 JX2228
 JX2228'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX2228'RECOVERED IN GOOD CONDITION.
 JX2228
 JX2228                          STATION RECOVERY (1988)
 JX2228
 JX2228'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1988 (RCC)
 JX2228'RECOVERED IN GOOD CONDITION.
 JX2228
 JX2228                          STATION RECOVERY (1995)
 JX2228
 JX2228'RECOVERY NOTE BY GEOONE INCORPORATED 1995 (JDW)
 JX2228'TO REACH STATION AMES, FROM JUNCTION OF S.R.  550 AND C.R.  38 TAKE
 JX2228'C.R.  38 APPROXIMATELY 1.1 MI.TO STATION ON THE LEFT.  LOCATED ABOUT
 JX2228'12 FT.NORTH OF A FENCE AND 65 FT.WEST OF INTERSECTION OF C.R.  38 AND
 JX2228'T-628.  RM NO.  2 RECOVERED IN GOOD CONDITION.  RM NO.  1 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1189 ***********************************************************************
 JX1189  DESIGNATION -  AMESVILLE
 JX1189  PID         -  JX1189
 JX1189  STATE/COUNTY-  OH/ATHENS
 JX1189  USGS QUAD   -  AMESVILLE (1994)
 JX1189
 JX1189                         *CURRENT SURVEY CONTROL
 JX1189  ___________________________________________________________________
 JX1189* NAD 83(1986)-  39 24 00.     (N)    081 57 27.     (W)     SCALED    
 JX1189* NAVD 88     -       191.939  (meters)     629.72   (feet)  ADJUSTED  
 JX1189  ___________________________________________________________________
 JX1189  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1189  DYNAMIC HT  -         191.824 (meters)     629.34  (feet)  COMP
 JX1189  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 JX1189
 JX1189  VERT ORDER  -  SECOND    CLASS 0
 JX1189
 JX1189.The horizontal coordinates were scaled from a topographic map and have
 JX1189.an estimated accuracy of +/- 6 seconds.
 JX1189
 JX1189.The orthometric height was determined by differential leveling
 JX1189.and adjusted by the National Geodetic Survey in June 1991..
 JX1189
 JX1189.The geoid height was determined by GEOID03.
 JX1189
 JX1189.The dynamic height is computed by dividing the NAVD 88
 JX1189.geopotential number by the normal gravity value computed on the
 JX1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1189.degrees latitude (g = 980.6199 gals.).
 JX1189
 JX1189.The modeled gravity was interpolated from observed gravity values.
 JX1189
 JX1189;                    North         East    Units  Estimated Accuracy
 JX1189;SPC OH S     -   155,560.      646,730.      MT  (+/- 180 meters Scaled)
 JX1189
 JX1189                          SUPERSEDED SURVEY CONTROL
 JX1189
 JX1189  NGVD 29 (??/??/92)  192.118  (m)          630.31   (f) ADJ UNCH    2 0
 JX1189
 JX1189.Superseded values are not recommended for survey control.
 JX1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1189.See file dsdata.txt to determine how the superseded data were derived.
 JX1189
 JX1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD175616(NAD 83)
 JX1189_MARKER: DD = SURVEY DISK
 JX1189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1189_SP_SET: BRIDGE
 JX1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1189
 JX1189  HISTORY     - Date     Condition        Report By
 JX1189  HISTORY     - UNK      MONUMENTED       OHHD
 JX1189  HISTORY     - 1934     GOOD             NGS
 JX1189
 JX1189                          STATION DESCRIPTION
 JX1189
 JX1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JX1189'AT AMESVILLE.
 JX1189'AT AMESVILLE, ATHENS COUNTY, ON U.S. HIGHWAY 50 ALT, 80 YARDS
 JX1189'SOUTH OF THE CROSSING OF THE CENTERLINE OF THE HIGHWAY AND THE
 JX1189'SOUTH RAIL OF THE NEW YORK CENTRAL RAILROAD, 39 FEET NORTHWEST
 JX1189'OF THE SOUTH CORPORATION SIGNBOARD, AT A CONCRETE BRIDGE, IN
 JX1189'THE TOP OF THE SOUTHWEST ABUTMENT, ONE FOOT WEST OF THE
 JX1189'SOUTHWEST POST, 18 FEET EAST OF A POLE, 13 FEET WEST OF THE
 JX1189'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE ROADWAY.  AN OHIO
 JX1189'STATE HIGHWAY DEPARTMENT STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2227 ***********************************************************************
 JX2227  DESIGNATION -  AMESVILLE
 JX2227  PID         -  JX2227
 JX2227  STATE/COUNTY-  OH/ATHENS
 JX2227  USGS QUAD   -  AMESVILLE (1994)
 JX2227
 JX2227                         *CURRENT SURVEY CONTROL
 JX2227  ___________________________________________________________________
 JX2227* NAD 83(1995)-  39 24 01.47574(N)    081 56 32.96890(W)     ADJUSTED  
 JX2227* NAVD 88     -       209.47   (+/-2cm)     687.2    (feet)  VERTCON   
 JX2227  ___________________________________________________________________
 JX2227  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 JX2227  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX2227
 JX2227  HORZ ORDER  -  SECOND
 JX2227  VERT ORDER  -  THIRD ? (See Below)
 JX2227
 JX2227.The horizontal coordinates were established by classical geodetic methods
 JX2227.and adjusted by the National Geodetic Survey in April 1998..
 JX2227
 JX2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2227.The vertical order pertains to the NGVD 29 superseded value.
 JX2227
 JX2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2227
 JX2227.The geoid height was determined by GEOID03.
 JX2227
 JX2227;                    North         East     Units Scale Factor Converg.
 JX2227;SPC OH S     -   155,612.288   648,018.205   MT  0.99993595   +0 21 13.5
 JX2227;UTM  17      - 4,361,635.708   418,849.280   MT  0.99968108   -0 35 53.8
 JX2227
 JX2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2227!SPC OH S     -   0.99997250  x   0.99993595  =   0.99990846
 JX2227!UTM  17      -   0.99997250  x   0.99968108  =   0.99965359
 JX2227
 JX2227|---------------------------------------------------------------------|
 JX2227| PID    Reference Object                     Distance      Geod. Az  |
 JX2227|                                                           dddmmss.s |
 JX2227| CC9700 AMESVILLE RM 1                       28.849 METERS 03407     |
 JX2227| JX2228 AMES                                APPROX. 1.2 KM 1442835.8 |
 JX2227| JX2226 AMESVILLE 1944 AZ MK                307.604 METERS 24421     |
 JX2227| CC9701 AMESVILLE RM 2                       25.368 METERS 27400     |
 JX2227|---------------------------------------------------------------------|
 JX2227
 JX2227                          SUPERSEDED SURVEY CONTROL
 JX2227
 JX2227  NAD 83(1986)-  39 24 01.47658(N)    081 56 32.97552(W) AD(       ) 2
 JX2227  NAD 27      -  39 24 01.21200(N)    081 56 33.47100(W) AD(       ) 2
 JX2227  NGVD 29 (07/19/86)  209.65   (m)          687.8    (f) LEVELING    3  
 JX2227
 JX2227.Superseded values are not recommended for survey control.
 JX2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2227.See file dsdata.txt to determine how the superseded data were derived.
 JX2227
 JX2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1884961636(NAD 83)
 JX2227_MARKER: DS = TRIANGULATION STATION DISK
 JX2227_SETTING: 0 = UNSPECIFIED SETTING
 JX2227
 JX2227  HISTORY     - Date     Condition        Report By
 JX2227  HISTORY     - 1944     MONUMENTED       CGS
 JX2227  HISTORY     - 1988     POOR             OHDT
 JX2227
 JX2227                          STATION DESCRIPTION
 JX2227
 JX2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2227'STATION IS LOCATED
 JX2227'ABOUT 1 MILE E OF
 JX2227'AMESVILLE, 18 FEET S OF U.S. HIGHWAY 50N, 15.5
 JX2227'FEET W OF A POLE, AND 3.5 FEET N OF
 JX2227'THE S RIGHT-OF-WAY FENCE.
 JX2227'THE DISK IS STAMPED AMESVILLE 1944.
 JX2227'
 JX2227'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX2227'DISKS SET IN
 JX2227'CONCRETE.
 JX2227'
 JX2227'REFERENCE MARK 1 IS ON THE N SIDE OF THE HIGHWAY AND 1 FOOT
 JX2227'S OF THE N
 JX2227'RIGHT-OF-WAY FENCE.  IT IS STAMPED AMESVILLE NO 1
 JX2227'1944.
 JX2227'
 JX2227'REFERENCE MARK 2 IS ON THE N SIDE OF THE HIGHWAY AND 1 FOOT
 JX2227'S OF THE N
 JX2227'RIGHT-OF-WAY FENCE.  IT IS STAMPED AMESVILLE NO 2
 JX2227'1944.
 JX2227'
 JX2227'AZIMUTH MARK IS ON THE SE CORNER OF THE JUNCTION OF U.S.
 JX2227'HIGHWAY 50N AND
 JX2227'TEMPORARY STATE HIGHWAY 329, 25 FEET S OF THE
 JX2227'CENTER LINE OF U.S. HIGHWAY 50N,
 JX2227'49 FEET E OF HIGHWAY 329, AND 40
 JX2227'FEET N OF THE N RAIL OF THE RAILROAD.  IT IS
 JX2227'STAMPED AMESVILLE
 JX2227'1944.
 JX2227'
 JX2227'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50N
 JX2227'AND STATE HIGHWAY
 JX2227'280 IN AMESVILLE, GO E ON HIGHWAY 50N FOR 0.6
 JX2227'MILE TO TEMPORARY STATE HIGHWAY 329
 JX2227'RIGHT AND THE AZIMUTH MARK,
 JX2227'CONTINUE ON HIGHWAY 50N FOR 0.2 MILE TO THE STATION ON
 JX2227'THE RIGHT.
 JX2227'
 JX2227'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JX2227
 JX2227                          STATION RECOVERY (1988)
 JX2227
 JX2227'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1988 (RCC)
 JX2227'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2226 ***********************************************************************
 JX2226  DESIGNATION -  AMESVILLE 1944 AZ MK
 JX2226  PID         -  JX2226
 JX2226  STATE/COUNTY-  OH/ATHENS
 JX2226  USGS QUAD   -  AMESVILLE (1994)
 JX2226
 JX2226                         *CURRENT SURVEY CONTROL
 JX2226  ___________________________________________________________________
 JX2226* NAD 83(1995)-  39 23 57.15818(N)    081 56 44.55801(W)     ADJUSTED  
 JX2226* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 JX2226  ___________________________________________________________________
 JX2226  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 JX2226  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX2226
 JX2226  HORZ ORDER  -  SECOND
 JX2226
 JX2226.The horizontal coordinates were established by classical geodetic methods
 JX2226.and adjusted by the National Geodetic Survey in April 1998..
 JX2226
 JX2226.The orthometric height was scaled from a topographic map.
 JX2226
 JX2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2226
 JX2226.The geoid height was determined by GEOID03.
 JX2226
 JX2226;                    North         East     Units Scale Factor Converg.
 JX2226;SPC OH S     -   155,477.439   647,741.757   MT  0.99993594   +0 21 06.1
 JX2226;UTM  17      - 4,361,505.504   418,570.700   MT  0.99968164   -0 36 01.1
 JX2226
 JX2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2226!SPC OH S     -   0.99997496  x   0.99993594  =   0.99991090
 JX2226!UTM  17      -   0.99997496  x   0.99968164  =   0.99965661
 JX2226
 JX2226|---------------------------------------------------------------------|
 JX2226| PID    Reference Object                     Distance      Geod. Az  |
 JX2226|                                                           dddmmss.s |
 JX2226| JX2227 AMESVILLE                           307.604 METERS 06421     |
 JX2226| JX2228 AMES                                APPROX. 1.3 KM 1310325.2 |
 JX2226|---------------------------------------------------------------------|
 JX2226
 JX2226                          SUPERSEDED SURVEY CONTROL
 JX2226
 JX2226  NAD 83(1986)-  39 23 57.15905(N)    081 56 44.56457(W) AD(       ) 2
 JX2226  NAD 27      -  39 23 56.89400(N)    081 56 45.06000(W) AD(       ) 2
 JX2226
 JX2226.Superseded values are not recommended for survey control.
 JX2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2226.See file dsdata.txt to determine how the superseded data were derived.
 JX2226
 JX2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1857161506(NAD 83)
 JX2226_MARKER: DZ = AZIMUTH MARK DISK
 JX2226_SETTING: 0 = UNSPECIFIED SETTING
 JX2226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2226
 JX2226  HISTORY     - Date     Condition        Report By
 JX2226  HISTORY     - 1944     MONUMENTED       CGS
 JX2226
 JX2226                          STATION DESCRIPTION
 JX2226
 JX2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2226'STATION
 JX2226'IS LOCATED ABOUT
 JX2226'0.6 MILE E OF AMESVILLE, ON THE SE CORNER
 JX2226'OF THE JUNCTION OF U.S. HIGHWAY 50N
 JX2226'AND TEMPORARY STATE HIGHWAY
 JX2226'329, 25 FEET S OF C/L OF HWY. 50N, 49 FEET E OF STATE
 JX2226'HIGHWAY
 JX2226'329 (TEMPORARY), AND 40 FEET N OF THE N RAIL OF A RAILROAD.
 JX2226'THE MARK IS A
 JX2226'BRONZE AZIMUTH DISK STAMPED AMESVILLE 1944.
 JX2226'
 JX2226'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50N AND STATE
 JX2226'HIGHWAY 280 IN
 JX2226'AMESVILLE, GO E ON U.S. HIGHWAY 50N FOR 0.6 MILE
 JX2226'TO TEMPORARY STATE HIGHWAY 329 ON
 JX2226'THE RIGHT AND STATION SITE IN
 JX2226'THE SE CORNER OF THE JUNCTION.
 JX2226'
 JX2226'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1060 ***********************************************************************
 MC1060  DESIGNATION -  AMHERST OH TPIKE PATROL TOWER
 MC1060  PID         -  MC1060
 MC1060  STATE/COUNTY-  OH/LORAIN
 MC1060  USGS QUAD   -  LORAIN (1979)
 MC1060
 MC1060                         *CURRENT SURVEY CONTROL
 MC1060  ___________________________________________________________________
 MC1060* NAD 83(1995)-  41 22 57.35904(N)    082 11 38.80732(W)     ADJUSTED  
 MC1060* NAVD 88     -                                                        
 MC1060  ___________________________________________________________________
 MC1060  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 MC1060  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 MC1060
 MC1060  HORZ ORDER  -  THIRD
 MC1060
 MC1060.The horizontal coordinates were established by classical geodetic methods
 MC1060.and adjusted by the National Geodetic Survey in April 1998..
 MC1060
 MC1060
 MC1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1060
 MC1060.The geoid height was determined by GEOID03.
 MC1060
 MC1060;                    North         East     Units Scale Factor Converg.
 MC1060;SPC OH N     -   190,594.158   625,585.228   MT  0.99995421   +0 12 03.4
 MC1060;UTM  17      - 4,581,918.550   400,155.302   MT  0.99972268   -0 47 22.1
 MC1060
 MC1060                          SUPERSEDED SURVEY CONTROL
 MC1060
 MC1060  NAD 83(1995)-  41 22 57.36720(N)    082 11 38.81287(W) AD(       ) 4
 MC1060  NAD 83(1986)-  41 22 57.36888(N)    082 11 38.81715(W) AD(       ) 4
 MC1060  NAD 27      -  41 22 57.17786(N)    082 11 39.25385(W) AD(       ) 3
 MC1060
 MC1060.Superseded values are not recommended for survey control.
 MC1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1060.See file dsdata.txt to determine how the superseded data were derived.
 MC1060
 MC1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0015581919(NAD 83)
 MC1060_MARKER: 55 = TOWER
 MC1060
 MC1060  HISTORY     - Date     Condition        Report By
 MC1060  HISTORY     - 1959     FIRST OBSERVED   CGS
 MC1060  HISTORY     - 1985     GOOD             USPSQD
 MC1060
 MC1060                          STATION DESCRIPTION
 MC1060
 MC1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1060'THE STATION IS THE LIGHT AT THE TOP OF THE TOWER, ABOUT 5 MILES
 MC1060'WEST OF ELYRIA AND
 MC1060'1-1/2 MILES SOUTHEAST OF NORTH AMHERST, AT THE OHIO TURNPIKE.
 MC1060'
 MC1060'THE TOWER IS A TRIANGULAR SHAPED STEEL STRUCTURE ABOUT 225 FEET
 MC1060'HIGH PAINTED IN
 MC1060'ALTERNATE SECTIONS OF RED AND WHITE WITH TWO SETS OF LIGHTS AT
 MC1060'INTERVALS ON EACH SIDE OF THE
 MC1060'STRUCTURE AND A RED LIGHT ON TOP.  THIS STATION WAS NOT VISITED BY
 MC1060'THIS PARTY.
 MC1060
 MC1060                          STATION RECOVERY (1985)
 MC1060
 MC1060'RECOVERY NOTE BY US POWER SQUADRON 1985 (MS)
 MC1060'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3041 ***********************************************************************
 JZ3041  DESIGNATION -  AMITY
 JZ3041  PID         -  JZ3041
 JZ3041  STATE/COUNTY-  OH/MONTGOMERY
 JZ3041  USGS QUAD   -  TROTWOOD (1992)
 JZ3041
 JZ3041                         *CURRENT SURVEY CONTROL
 JZ3041  ___________________________________________________________________
 JZ3041* NAD 83(1995)-  39 47 25.84406(N)    084 22 00.70849(W)     ADJUSTED  
 JZ3041* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 JZ3041  ___________________________________________________________________
 JZ3041  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 JZ3041  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JZ3041
 JZ3041  HORZ ORDER  -  FIRST
 JZ3041
 JZ3041.The horizontal coordinates were established by classical geodetic methods
 JZ3041.and adjusted by the National Geodetic Survey in May 1999..
 JZ3041
 JZ3041.The orthometric height was scaled from a topographic map.
 JZ3041
 JZ3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3041
 JZ3041.The geoid height was determined by GEOID03.
 JZ3041
 JZ3041;                    North         East     Units Scale Factor Converg.
 JZ3041;SPC OH S     -   200,426.343   440,112.866   MT  0.99996098   -1 11 04.4
 JZ3041;UTM  16      - 4,407,823.454   725,463.599   MT  1.00022587   +1 41 09.1
 JZ3041
 JZ3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3041!SPC OH S     -   0.99995786  x   0.99996098  =   0.99991884
 JZ3041!UTM  16      -   0.99995786  x   1.00022587  =   1.00018372
 JZ3041
 JZ3041|---------------------------------------------------------------------|
 JZ3041| PID    Reference Object                     Distance      Geod. Az  |
 JZ3041|                                                           dddmmss.s |
 JZ3041| JZ3043 ARMY TRAVERSE STA 20                  8.313 METERS 17821     |
 JZ3041| JZ3004 JONES                               APPROX. 1.5 KM 1793839.9 |
 JZ3041|---------------------------------------------------------------------|
 JZ3041
 JZ3041                          SUPERSEDED SURVEY CONTROL
 JZ3041
 JZ3041  NAD 83(1995)-  39 47 25.84450(N)    084 22 00.70924(W) AD(       ) 1
 JZ3041  NAD 83(1986)-  39 47 25.85790(N)    084 22 00.70261(W) AD(       ) 1
 JZ3041  NAD 27      -  39 47 25.65300(N)    084 22 00.89000(W) AD(       ) 1
 JZ3041
 JZ3041.Superseded values are not recommended for survey control.
 JZ3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3041.See file dsdata.txt to determine how the superseded data were derived.
 JZ3041
 JZ3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2546407823(NAD 83)
 JZ3041_MARKER: DS = TRIANGULATION STATION DISK
 JZ3041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3041_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3041_MARK LOGO: CGS   
 JZ3041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3041+STABILITY: SURFACE MOTION
 JZ3041
 JZ3041  HISTORY     - Date     Condition        Report By
 JZ3041  HISTORY     - 1927     MONUMENTED       CGS
 JZ3041  HISTORY     - 1946     SEE DESCRIPTION  CGS
 JZ3041
 JZ3041                          STATION DESCRIPTION
 JZ3041
 JZ3041'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3041'STATION IS ABOUT 1/8 MILE N OF THE CROSSROADS AT AMITY, ABOUT 1/4
 JZ3041'MILE S OF THE WOLF CREEK PIKE, 2.4 METERS (7.9 FEET) E OF CENTER
 JZ3041'LINE OF DIAMOND MILL ROAD AND 2.7 METERS (8.9 FEET) W OF FENCE ON THE
 JZ3041'E SIDE OF THE ROAD.  IT IS OPPOSITE A LOT WITH CLIFF-LIKE OUTCROP OF
 JZ3041'SANDSTONE AND AT THE HIGHEST PART OF THE HILL WHICH THE ROAD PASSES
 JZ3041'OVER.
 JZ3041'
 JZ3041'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3041'
 JZ3041'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
 JZ3041
 JZ3041                          STATION RECOVERY (1946)
 JZ3041
 JZ3041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (GBG)
 JZ3041'THE PRESENT SURFACE OF DIAMOND MILL ROAD COVERS THE LOCATION OF THE
 JZ3041'MARK AS MEASURED FROM THE CENTER LINE.  AS THIS IS AN IMPROVED TYPE
 JZ3041'OF HARD SURFACE, AND THE DESCRIPTION IS TOO MEAGER TO SPOT THE POINT
 JZ3041'CLOSELY, IT WAS CONSIDERED INADVISABLE TO DIG FOR THIS
 JZ3041'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1339 ***********************************************************************
 JY1339  DESIGNATION -  AMSTERDAM TV ST WHIZ MICROWAVE
 JY1339  PID         -  JY1339
 JY1339  STATE/COUNTY-  OH/LICKING
 JY1339  USGS QUAD   -  THORNVILLE (1992)
 JY1339
 JY1339                         *CURRENT SURVEY CONTROL
 JY1339  ___________________________________________________________________
 JY1339* NAD 83(1995)-  39 56 42.70062(N)    082 23 17.07827(W)     ADJUSTED  
 JY1339* NAVD 88     -                                                        
 JY1339  ___________________________________________________________________
 JY1339  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 JY1339  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JY1339
 JY1339  HORZ ORDER  -  THIRD
 JY1339
 JY1339.The horizontal coordinates were established by classical geodetic methods
 JY1339.and adjusted by the National Geodetic Survey in April 1998..
 JY1339
 JY1339
 JY1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1339
 JY1339.The geoid height was determined by GEOID03.
 JY1339
 JY1339;                    North         East     Units Scale Factor Converg.
 JY1339;SPC OH S     -   215,953.643   609,564.990   MT  0.99998375   +0 04 15.7
 JY1339;UTM  17      - 4,422,596.746   381,417.406   MT  0.99977311   -0 53 28.8
 JY1339
 JY1339                          SUPERSEDED SURVEY CONTROL
 JY1339
 JY1339  NAD 83(1986)-  39 56 42.70541(N)    082 23 17.09058(W) AD(       ) 4
 JY1339  NAD 27      -  39 56 42.46500(N)    082 23 17.55700(W) AD(       ) 3
 JY1339
 JY1339.Superseded values are not recommended for survey control.
 JY1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1339.See file dsdata.txt to determine how the superseded data were derived.
 JY1339
 JY1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE8141722597(NAD 83)
 JY1339_MARKER: 45 = MICROWAVE TOWER
 JY1339
 JY1339  HISTORY     - Date     Condition        Report By
 JY1339  HISTORY     - 1959     FIRST OBSERVED   CGS
 JY1339
 JY1339                          STATION DESCRIPTION
 JY1339
 JY1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JY1339'THE MICROWAVE TOWER IS ABOUT 20 MILES WEST OF ZANESVILLE, 1-1/2 MILES
 JY1339'SOUTHWEST OF THE VILLAGE OF AMSTERDAM, AND 1 MILE SOUTH OF
 JY1339'U.S. HIGHWAY 40, ON LAND OWNED BY MR. VERNON PRINCE. THE TOWER IS A
 JY1339'TWIN STEEL STRUCTURE ABOUT 200 FEET HIGH, SUPPORTED BY GUY
 JY1339'WIRES. THERE ARE TWO REFLECTORS AT THE TOP OF THE TOWERS. THE LIGHT
 JY1339'AT THE TOP CENTER OF SOUTH TOWER WAS POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6073 ***********************************************************************
 AB6073  CBN         -  This is a Cooperative Base Network Control Station.
 AB6073  PACS        -  This is a Primary Airport Control Station.
 AB6073  DESIGNATION -  AMT
 AB6073  PID         -  AB6073
 AB6073  STATE/COUNTY-  OH/ADAMS
 AB6073  USGS QUAD   -  WEST UNION (1979)
 AB6073
 AB6073                         *CURRENT SURVEY CONTROL
 AB6073  ___________________________________________________________________
 AB6073* NAD 83(1995)-  38 51 16.28694(N)    083 33 48.84366(W)     ADJUSTED  
 AB6073* NAVD 88     -       271.89   (meters)     892.0    (feet)  GPS OBS   
 AB6073  ___________________________________________________________________
 AB6073  X           -     557,551.407 (meters)                     COMP
 AB6073  Y           -  -4,942,311.008 (meters)                     COMP
 AB6073  Z           -   3,979,903.131 (meters)                     COMP
 AB6073  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AB6073  ELLIP HEIGHT-         238.79  (meters)          (03/08/05) GPS OBS
 AB6073  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AB6073
 AB6073  HORZ ORDER  -  B
 AB6073  ELLP ORDER  -  FOURTH    CLASS II
 AB6073
 AB6073.This mark is at Alexander Salamon Airport (AMT)
 AB6073
 AB6073.The horizontal coordinates were established by GPS observations
 AB6073.and adjusted by the National Geodetic Survey in August 1996..
 AB6073
 AB6073.The orthometric height was determined by GPS observations and a
 AB6073.high-resolution geoid model.
 AB6073
 AB6073.GPS derived orthometric heights for airport stations designated as
 AB6073.PACS or SACS are published to 2 decimal places.  This maintains
 AB6073.centimeter relative accuracy between the PACS and SACS.  It does
 AB6073.not indicate centimeter accuracy relative to other marks which are
 AB6073.part of the NAVD 88 network.
 AB6073
 AB6073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6073
 AB6073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6073
 AB6073.The ellipsoidal height was determined by GPS observations
 AB6073.and is referenced to NAD 83.
 AB6073
 AB6073.The geoid height was determined by GEOID03.
 AB6073
 AB6073;                    North         East     Units Scale Factor Converg.
 AB6073;SPC OH S     -    95,407.684   507,682.721   MT  0.99997838   -0 40 29.5
 AB6073;UTM  17      - 4,303,756.374   277,546.369   MT  1.00020940   -1 36 32.0
 AB6073
 AB6073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6073!SPC OH S     -   0.99996254  x   0.99997838  =   0.99994092
 AB6073!UTM  17      -   0.99996254  x   1.00020940  =   1.00017193
 AB6073
 AB6073|---------------------------------------------------------------------|
 AB6073| PID    Reference Object                     Distance      Geod. Az  |
 AB6073|                                                           dddmmss.s |
 AB6073| HY2524 SALAMON                             203.284 METERS 05316     |
 AB6073| AD9279 AMT A                               APPROX. 0.5 KM 2251846.0 |
 AB6073|---------------------------------------------------------------------|
 AB6073
 AB6073                          SUPERSEDED SURVEY CONTROL
 AB6073
 AB6073.No superseded survey control is available for this station.
 AB6073
 AB6073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7754603756(NAD 83)
 AB6073_MARKER: DD = SURVEY DISK
 AB6073_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6073_STAMPING: AMT 95
 AB6073_MARK LOGO: OHDT  
 AB6073_PROJECTION: FLUSH
 AB6073_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6073+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6073_ROD/PIPE-DEPTH: 3.0  meters
 AB6073_SLEEVE-DEPTH  : 0.9 meters
 AB6073
 AB6073  HISTORY     - Date     Condition        Report By
 AB6073  HISTORY     - 1995     MONUMENTED       OHDT
 AB6073
 AB6073                          STATION DESCRIPTION
 AB6073
 AB6073'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995
 AB6073'THE STATION IS LOCATED ABOUT 7.5 KM (4.65 MI) NORTH-NORTHWEST OF WEST
 AB6073'UNION, OH.  AT THE ALEXANDER SALAMON AIRPORT.  IN THE GRASS, PAST THE
 AB6073'END OF THE ENTRANCE ROAD, NEAR THE SOUTHEAST SIDE OF THE APRON, IN
 AB6073'LINE WITH THE ENTRANCE ROAD.  OWNERSHIP--ALEXANDER SALAMON AIRPORT,
 AB6073'3399 CROSS ROAD, WINCHESTER, OH.  45697.  AIRPORT MANAGER ANDREW
 AB6073'CULBERTSON, PHONE 513-544-5771.  NOTE--THIS STATION WAS SELECTED AS A
 AB6073'PACS.  TO REACH THE STATION FROM THE COURTHOUSE IN WEST UNION, AT THE
 AB6073'JUNCTION OF STATE HIGHWAYS 247 AND 41, GO NORTH 7.5 KM (4.65 MI) ALONG
 AB6073'HIGHWAY 247 TO A PAVED ROAD LEFT, (CROSS ROAD) .  TURN LEFT,
 AB6073'SOUTHWESTERLY, 0.84 KM (0.50 MI) TO THE AIRPORT ENTRANCE ROAD (CHARLES
 AB6073'MATHIAS WAY) ON THE LEFT.  TURN LEFT, SOUTHEAST, 0.10 KM (0.05 MI)
 AB6073'ALONG ENTRANCE ROAD TO THE AIRPORT OFFICE ON THE RIGHT. CONTINUE
 AB6073'SOUTHEAST 0.08 KM (0.05 MI) ACROSS APRON TO THE SOUTHEAST SIDE OF THE
 AB6073'APRON AND THE STATION IN THE GRASS.  STATION IS 25.5 M (83.7 FT) SOUTH
 AB6073'OF THE SOUTH CORNER OF A METAL OFFICE/HANGAR BUILDING, 15.7 M (51.5
 AB6073'FT) NORTHWEST OF THE NORTHWEST EDGE OF THE TAXI, 14.3 M (46.9 FT)
 AB6073'NORTH OF A TAXI LIGHT, 1.8 M (5.9 FT) SOUTHEAST OF THE SOUTHEAST EDGE
 AB6073'OF THE APRON.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB6073'LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  ACTUAL
 AB6073'ROD AND SLEEVE DEPTH NOT KNOWN.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9279 ***********************************************************************
 AD9279  SACS        -  This is a Secondary Airport Control Station.
 AD9279  DESIGNATION -  AMT A
 AD9279  PID         -  AD9279
 AD9279  STATE/COUNTY-  OH/ADAMS
 AD9279  USGS QUAD   -  WEST UNION (1979)
 AD9279
 AD9279                         *CURRENT SURVEY CONTROL
 AD9279  ___________________________________________________________________
 AD9279* NAD 83(1995)-  38 51 04.06721(N)    083 34 04.64185(W)     ADJUSTED  
 AD9279* NAVD 88     -       270.86   (meters)     888.6    (feet)  GPS OBS   
 AD9279  ___________________________________________________________________
 AD9279  X           -     557,199.257 (meters)                     COMP
 AD9279  Y           -  -4,942,587.808 (meters)                     COMP
 AD9279  Z           -   3,979,609.023 (meters)                     COMP
 AD9279  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AD9279  ELLIP HEIGHT-         237.76  (meters)          (10/07/05) GPS OBS
 AD9279  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AD9279
 AD9279  HORZ ORDER  -  FIRST
 AD9279  ELLP ORDER  -  FOURTH    CLASS II
 AD9279
 AD9279.This mark is at Alexander Salamon Airport (AMT)
 AD9279
 AD9279.The horizontal coordinates were established by GPS observations
 AD9279.and adjusted by the National Geodetic Survey in July 1997..
 AD9279
 AD9279.The orthometric height was determined by GPS observations and a
 AD9279.high-resolution geoid model.
 AD9279
 AD9279.GPS derived orthometric heights for airport stations designated as
 AD9279.PACS or SACS are published to 2 decimal places.  This maintains
 AD9279.centimeter relative accuracy between the PACS and SACS.  It does
 AD9279.not indicate centimeter accuracy relative to other marks which are
 AD9279.part of the NAVD 88 network.
 AD9279
 AD9279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9279
 AD9279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9279
 AD9279.The ellipsoidal height was determined by GPS observations
 AD9279.and is referenced to NAD 83.
 AD9279
 AD9279.The geoid height was determined by GEOID03.
 AD9279
 AD9279;                    North         East     Units Scale Factor Converg.
 AD9279;SPC OH S     -    95,035.397   507,297.372   MT  0.99997893   -0 40 39.5
 AD9279;UTM  17      - 4,303,390.332   277,154.912   MT  1.00021155   -1 36 41.5
 AD9279
 AD9279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9279!SPC OH S     -   0.99996270  x   0.99997893  =   0.99994163
 AD9279!UTM  17      -   0.99996270  x   1.00021155  =   1.00017424
 AD9279
 AD9279:                Primary Azimuth Mark                     Grid Az
 AD9279:SPC OH S     -  AMT                                      045 59 15.6
 AD9279:UTM  17      -  AMT                                      046 55 17.6
 AD9279
 AD9279|---------------------------------------------------------------------|
 AD9279| PID    Reference Object                     Distance      Geod. Az  |
 AD9279|                                                           dddmmss.s |
 AD9279| AB6073 AMT                                 APPROX. 0.5 KM 0451836.1 |
 AD9279|---------------------------------------------------------------------|
 AD9279
 AD9279                          SUPERSEDED SURVEY CONTROL
 AD9279
 AD9279.No superseded survey control is available for this station.
 AD9279
 AD9279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7715503390(NAD 83)
 AD9279_MARKER: DD = SURVEY DISK
 AD9279_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9279_STAMPING: AMT A 1995
 AD9279_MARK LOGO: NGS   
 AD9279_PROJECTION: FLUSH
 AD9279_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9279+STABILITY: SURFACE MOTION
 AD9279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9279+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9279_ROD/PIPE-DEPTH: 1.0  meters
 AD9279
 AD9279  HISTORY     - Date     Condition        Report By
 AD9279  HISTORY     - 1995     MONUMENTED       NGS
 AD9279
 AD9279                          STATION DESCRIPTION
 AD9279
 AD9279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9279'THE STATION IS LOCATED ABOUT 7.5 KM (4.65 MI) NORTH-NORTHWEST OF WEST
 AD9279'UNION, OH., AT THE ALEXANDER SALAMON AIRPORT, IN THE GRASS ALONG THE
 AD9279'SOUTHEAST SIDE OF THE NORTHWEST BOUNDRY FENCE, NEAR THE TOP OF THE
 AD9279'FIRST 1 OF 2 KNOLLS TO THE SOUTHWEST.  OWNERSHIP--ALEXANDER SALAMON
 AD9279'AIRPORT, 3399 CROSS ROAD, WINCHESTER, OH.  45697.  AIRPORT MANAGER
 AD9279'ANDREW CULBERTSON, PHONE 513-544-5771.  NOTE--MARK IS A SECONDARY
 AD9279'AIRPORT CONTROL STATION (SACS) .  TO REACH THE STATION FROM THE
 AD9279'COURTHOUSE IN WEST UNION, AT THE JUNCTION OF STATE HIGHWAYS 247 AND
 AD9279'41, GO NORTH 7.5 KM (4.65 MI) ALONG HIGHWAY 247 TO A PAVED ROAD LEFT,
 AD9279'(CROSS ROAD) .  TURN LEFT, SOUTHWESTERLY, 0.84 KM (0.50 MI) TO THE
 AD9279'AIRPORT ENTRANCE ROAD (CHARLES MATHIAS WAY) ON THE LEFT.  TURN LEFT,
 AD9279'SOUTHEAST, 0.10 KM (0.05 MI) ALONG ENTRANCE ROAD TO THE AIRPORT OFFICE
 AD9279'ON THE RIGHT.  CONTINUE 0.07 KM (0.05 MI) ALONG ENTRANCE ROAD TO THE
 AD9279'APRON.  TURN RIGHT, SOUTHWEST, 0.36 KM (0.20 MI) ALONG APRON AND THEN
 AD9279'TAXI TO THE RUNWAY.  BEAR RIGHT, SOUTHWEST, 0.19 KM (0.10 MI) ALONG
 AD9279'RUNWAY TO THE STATION ON THE RIGHT AT THE BOUNDRY FENCE.  STATION IS
 AD9279'190.0 M (623.4 FT) SOUTHWEST OF THE JUNCTION OF THE RUNWAY AND TAXI,
 AD9279'80.0 M (262.5 FT) NORTHWEST OF THE RUNWAY CENTERLINE, 0.6 M (2.0 FT)
 AD9279'SOUTH-SOUTHEAST OF THE NORTHWEST WIRE BOUNDRY FENCE AND WITNESS POST.
 AD9279'THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A
 AD9279'1 METER (3.3 FT) LONG FENO PIPE, RECESSED 6 CM BELOW GROUND LEVEL AND
 AD9279'ENCASED IN A 13 CM DIAMETER PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AD9279'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AD9279'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1848 ***********************************************************************
 KZ1848  DESIGNATION -  ANDERSON
 KZ1848  PID         -  KZ1848
 KZ1848  STATE/COUNTY-  OH/LICKING
 KZ1848  USGS QUAD   -  NEWARK (1982)
 KZ1848
 KZ1848                         *CURRENT SURVEY CONTROL
 KZ1848  ___________________________________________________________________
 KZ1848* NAD 83(1995)-  40 04 56.32251(N)    082 27 12.86224(W)     ADJUSTED  
 KZ1848* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 KZ1848  ___________________________________________________________________
 KZ1848  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 KZ1848  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ1848
 KZ1848  HORZ ORDER  -  SECOND
 KZ1848
 KZ1848.The horizontal coordinates were established by classical geodetic methods
 KZ1848.and adjusted by the National Geodetic Survey in April 1998..
 KZ1848
 KZ1848.The orthometric height was scaled from a topographic map.
 KZ1848
 KZ1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1848
 KZ1848.The geoid height was determined by GEOID03.
 KZ1848
 KZ1848;                    North         East     Units Scale Factor Converg.
 KZ1848;SPC OH S     -   231,173.472   603,959.869   MT  1.00001006   +0 01 46.1
 KZ1848;UTM  17      - 4,437,905.416   376,070.267   MT  0.99978907   -0 56 09.8
 KZ1848
 KZ1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1848!SPC OH S     -   0.99995297  x   1.00001006  =   0.99996303
 KZ1848!UTM  17      -   0.99995297  x   0.99978907  =   0.99974205
 KZ1848
 KZ1848|---------------------------------------------------------------------|
 KZ1848| PID    Reference Object                     Distance      Geod. Az  |
 KZ1848|                                                           dddmmss.s |
 KZ1848| CE6133 ANDERSON RM 1                        29.151 METERS 00810     |
 KZ1848| KZ1853 NEWARK OWENS ILL GLASS CO TANK      APPROX. 4.9 KM 1105959.5 |
 KZ1848| KZ1851 NEWARK SECOND PRESB CH SPIRE        APPROX. 5.1 KM 1193744.9 |
 KZ1848| CE6134 ANDERSON RM 2                        30.709 METERS 23930     |
 KZ1848|---------------------------------------------------------------------|
 KZ1848
 KZ1848                          SUPERSEDED SURVEY CONTROL
 KZ1848
 KZ1848  NAD 83(1986)-  40 04 56.32949(N)    082 27 12.87287(W) AD(       ) 2
 KZ1848  NAD 27      -  40 04 56.09900(N)    082 27 13.31100(W) AD(       ) 2
 KZ1848
 KZ1848.Superseded values are not recommended for survey control.
 KZ1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1848.See file dsdata.txt to determine how the superseded data were derived.
 KZ1848
 KZ1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7607037905(NAD 83)
 KZ1848_MARKER: DS = TRIANGULATION STATION DISK
 KZ1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1848
 KZ1848  HISTORY     - Date     Condition        Report By
 KZ1848  HISTORY     - 1933     MONUMENTED       CGS
 KZ1848  HISTORY     - 1962     GOOD             CGS
 KZ1848
 KZ1848                          STATION DESCRIPTION
 KZ1848
 KZ1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ1848'STATION IS ABOUT 3 MILES NORTHWEST OF NEWARK, ON THE HIGHEST POINT OF
 KZ1848'A HIGH BARE TOPPED HILL WHICH
 KZ1848'IS ABOUT 1/2 MILE NORTH OF SHARON CREEK, AND
 KZ1848'ABOUT 250 YARDS BEHIND (NORTH OF)
 KZ1848'JESSE S. ANDERSONS RESIDENCE,
 KZ1848'ON LAND OWNED BY JESSE S. ANDERSON, AND MARK
 KZ1848'PROJECTS 3 INCHES.
 KZ1848'
 KZ1848'TO REACH FROM THE COURT HOUSE IN NEWARK, GO WEST 2 BLOCKS TO
 KZ1848'STATE HIGHWAY 16
 KZ1848'AND FOLLOW IT NORTH AND WEST 1.5 MILE, TURN
 KZ1848'RIGHT ON A NARROW MACADAM ROAD AND
 KZ1848'FOLLOW IT 1.65 MILE, TURN
 KZ1848'RIGHT INTO A NARROW LANE, FOLLOW IT TO THE ANDERSON
 KZ1848'HOUSE, THEN
 KZ1848'OUT THROUGH THE PASTURE TO THE STATION, ON THE TOP OF THE HILL.
 KZ1848'TRUCK TO STATION.
 KZ1848'
 KZ1848'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 KZ1848'BRONZE DISKS SET
 KZ1848'IN CONCRETE.
 KZ1848'
 KZ1848'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, AT THE CREST
 KZ1848'OF THE HILL AND
 KZ1848'PROJECTS 3 INCHES.  REFERENCE MARK NO. 2 IS
 KZ1848'SOUTHWEST OF THE STATION, AT THE
 KZ1848'CREST OF THE HILL AND PROJECTS
 KZ1848'3 INCHES.
 KZ1848'
 KZ1848'AZIMUTH MARK IS STATION DEERING.
 KZ1848
 KZ1848                          STATION RECOVERY (1962)
 KZ1848
 KZ1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KZ1848'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE TO A
 KZ1848'PLANTED GROWTH OF PINE TREES THE
 KZ1848'DISTANCE AND DIRECTION WAS NOT OBTAINED TO THE REFERENCE MARKS AT
 KZ1848'THIS TIME.  FOLLOWING IS A NEW TO
 KZ1848'REACH.
 KZ1848'
 KZ1848'TO REACH THE STATION FROM THE COURTHOUSE IN NEWARK, GO WEST ONE BLOCK
 KZ1848'AND NORTH FOR ONE BLOCK TO THE
 KZ1848'JUNCTION OF STATE HIGHWAY 79 AND TEMPORY STATE HIGHWAY 16.  FOLLOW
 KZ1848'TEMPORAY HIGHWAY 16 NORTH AND WEST
 KZ1848'FOR 1.3 MILES TO A SIDE ROAD ON THE RIGHT, SHARON VALLEY
 KZ1848'ROAD, TURN RIGHT AND GO NORTH AND NORTHWEST ON SHARON
 KZ1848'VALLEY ROAD FOR 1.6 MILES TO A FARM
 KZ1848'LANE ON THE RIGHT, TURN RIGHT AND PASS BETWEEN TO LARGE STUMPS AND GO
 KZ1848'0.15 MILES TO THE RESIDENCE OF MR.
 KZ1848'J. ANDERSON.  HERE PACK NORTHERLY TO THE TOP OF HILL AND THE STATION,
 KZ1848'ABOUT 0.15 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2089 ***********************************************************************
 MB2089  DESIGNATION -  ANDOVER
 MB2089  PID         -  MB2089
 MB2089  STATE/COUNTY-  OH/ASHTABULA
 MB2089  USGS QUAD   -  ANDOVER (1994)
 MB2089
 MB2089                         *CURRENT SURVEY CONTROL
 MB2089  ___________________________________________________________________
 MB2089* NAD 83(1995)-  41 37 05.79904(N)    080 36 29.19322(W)     ADJUSTED  
 MB2089* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 MB2089  ___________________________________________________________________
 MB2089  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 MB2089  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB2089
 MB2089  HORZ ORDER  -  FIRST
 MB2089
 MB2089.The horizontal coordinates were established by classical geodetic methods
 MB2089.and adjusted by the National Geodetic Survey in April 1998..
 MB2089
 MB2089.The orthometric height was scaled from a topographic map.
 MB2089
 MB2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2089
 MB2089.The geoid height was determined by GEOID03.
 MB2089
 MB2089;                    North         East     Units Scale Factor Converg.
 MB2089;SPC OH N     -   218,433.790   757,663.187   MT  0.99998526   +1 14 34.4
 MB2089;SPC PA N     -   165,137.966   361,845.597   MT  0.99996297   -1 53 26.7
 MB2089;SPC PA N     -   541,790.14  1,187,155.10   sFT  0.99996297   -1 53 26.7
 MB2089;UTM  17      - 4,607,469.586   532,648.738   MT  0.99961312   +0 15 37.0
 MB2089
 MB2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2089!SPC OH N     -   0.99994841  x   0.99998526  =   0.99993367
 MB2089!SPC PA N     -   0.99994841  x   0.99996297  =   0.99991139
 MB2089!UTM  17      -   0.99994841  x   0.99961312  =   0.99956155
 MB2089
 MB2089|---------------------------------------------------------------------|
 MB2089| PID    Reference Object                     Distance      Geod. Az  |
 MB2089|                                                           dddmmss.s |
 MB2089| CX3141 ANDOVER RM 2                         33.679 METERS 01300     |
 MB2089| CX3142 ANDOVER RM E                         34.440 METERS 10602     |
 MB2089| MB1972 HARTMAN                             APPROX.24.5 KM 1610432.2 |
 MB2089| CX3143 ANDOVER RM W                         39.196 METERS 25515     |
 MB2089| CX3140 ANDOVER RM 1                         40.103 METERS 32827     |
 MB2089|---------------------------------------------------------------------|
 MB2089
 MB2089                          SUPERSEDED SURVEY CONTROL
 MB2089
 MB2089  NAD 83(1986)-  41 37 05.80511(N)    080 36 29.18974(W) AD(       ) 1
 MB2089  NAD 27      -  41 37 05.60300(N)    080 36 29.92000(W) AD(       ) 1
 MB2089
 MB2089.Superseded values are not recommended for survey control.
 MB2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2089.See file dsdata.txt to determine how the superseded data were derived.
 MB2089
 MB2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3264907470(NAD 83)
 MB2089_MARKER: DS = TRIANGULATION STATION DISK
 MB2089_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB2089_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB2089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2089
 MB2089  HISTORY     - Date     Condition        Report By
 MB2089  HISTORY     - 1876     MONUMENTED       USLS
 MB2089  HISTORY     - 1928     SEE DESCRIPTION  USLS
 MB2089  HISTORY     - 1948     SEE DESCRIPTION  USLS
 MB2089  HISTORY     - 19931209 GOOD             OHDT
 MB2089  HISTORY     - 19960625 GOOD             USPSQD
 MB2089
 MB2089                          STATION DESCRIPTION
 MB2089
 MB2089'DESCRIBED BY US LAKE SURVEY 1876
 MB2089'THIS STATION IS SITUATED ON THE HIGHEST POINT OF OWENS MOUND, IN
 MB2089'ANDOVER TOWNSHIP,
 MB2089'ASHTABULA COUNTY, OHIO, ABOUT 1 MILE NORTH OF
 MB2089'THE VILLAGE OF WEST ANDOVER, AND
 MB2089'ABOUT 2-1/2 MILES WEST OF
 MB2089'ANDOVER RAILWAY STATION ON THE FRANKLIN DIVISION OF
 MB2089'THE LAKE
 MB2089'SHORE AND MICHIGAN SOUTHERN RAILWAY.  THE HEIGHT OF STATION USED
 MB2089'WAS 113 FEET.  THE
 MB2089'GEODETIC POINT IS MARKED BY A STONE POST OF
 MB2089'THE USUAL FORM, SET 2-1/2 FEET BELOW
 MB2089'THE SURFACE, WITH A STONE
 MB2089'POST SET DIRECTLY OVER IT AS A SURFACE MARK.  THREE
 MB2089'STONE REFERENCE
 MB2089'POSTS ARE SET ALONG THE FENCE SOUTH OF THE STATION, AS
 MB2089'FOLLOWS- ONE
 MB2089'BEARING SOUTH 73 DEG. 59 MIN. EAST, DISTANT 32.38 METERS,
 MB2089'ONE BEARING SOUTH 4 DEG. 04 MIN.
 MB2089'EAST, DISTANT 10.56 METERS, AND ONE BEARING
 MB2089'SOUTH 75 DEG. 07 MIN. WEST, DISTANT 39.0 METERS
 MB2089'FROM THE GEODETIC
 MB2089'POINT.  THE HEIGHT OF GROUND AT THE STATION ABOVE MEAN LEVEL OF
 MB2089'LAKE ERIE IS
 MB2089'617.8 FEET.
 MB2089
 MB2089                          STATION RECOVERY (1928)
 MB2089
 MB2089'RECOVERY NOTE BY US LAKE SURVEY 1928 (WM)
 MB2089'A STATION OF THE U.S. LAKE SURVEY ON OWENS MOUND,
 MB2089'ABOUT 2 MILES WEST
 MB2089'AND 0.8 MILE NORTH OF ANDOVER ON LAND OWNED
 MB2089'BY H. H. FRITZ.
 MB2089'
 MB2089'STATION REMARKED BY STANDARD TABLET SET IN CONCRETE.  TWO
 MB2089'OLD U. S. LAKE
 MB2089'SURVEY REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 MB2089'TWO STANDARD REFERENCE MARKS WERE
 MB2089'ESTABLISHED SET IN ROCK.
 MB2089'
 MB2089'A 90-FOOT STEEL TOWER USED.
 MB2089
 MB2089                          STATION RECOVERY (1948)
 MB2089
 MB2089'RECOVERY NOTE BY US LAKE SURVEY 1948 (FWR)
 MB2089'STATION AND REFERENCE MARK 3 WERE FOUND, OTHERS WERE NOT SEARCHED
 MB2089'FOR.  STATION IS NOW
 MB2089'A STANDARD USC AND GS TRIANGULATION DISK.
 MB2089
 MB2089                          STATION RECOVERY (1993)
 MB2089
 MB2089'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2089'--------REPORT BY OHDT----------YEAR 1993--------CONDITION---GOOD
 MB2089' 
 MB2089'STATION FOUND IN GOOD CONDITION.
 MB2089' 
 MB2089'ALL 3 U.S.L.S. REFERENCE MARKS WERE FOUND.
 MB2089' 
 MB2089'REFERENCE MARK NO. 2 WAS FOUND.
 MB2089' 
 MB2089'REFERENCE MARK NO. 1 BELIEVED DESTROYED, A STONE WAS FOUND WITH A
 MB2089'DRILL HOLE AT THE PROPER DISTANCE AND ANGLE BUT NO DISK LOCATED.
 MB2089
 MB2089                          STATION RECOVERY (1996)
 MB2089
 MB2089'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2086 ***********************************************************************
 MB2086  DESIGNATION -  ANDOVER MUNICIPAL TOWER
 MB2086  PID         -  MB2086
 MB2086  STATE/COUNTY-  OH/ASHTABULA
 MB2086  USGS QUAD   -  ANDOVER (1994)
 MB2086
 MB2086                         *CURRENT SURVEY CONTROL
 MB2086  ___________________________________________________________________
 MB2086* NAD 83(1995)-  41 36 42.66328(N)    080 34 25.66922(W)     ADJUSTED  
 MB2086* NAVD 88     -                                                        
 MB2086  ___________________________________________________________________
 MB2086  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 MB2086  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB2086
 MB2086  HORZ ORDER  -  THIRD
 MB2086
 MB2086.The horizontal coordinates were established by classical geodetic methods
 MB2086.and adjusted by the National Geodetic Survey in April 1998..
 MB2086
 MB2086
 MB2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2086
 MB2086.The geoid height was determined by GEOID03.
 MB2086
 MB2086;                    North         East     Units Scale Factor Converg.
 MB2086;SPC OH N     -   217,782.790   760,537.943   MT  0.99998419   +1 15 55.5
 MB2086;SPC PA N     -   164,330.813   364,680.406   MT  0.99996258   -1 52 05.0
 MB2086;SPC PA N     -   539,142.01  1,196,455.63   sFT  0.99996258   -1 52 05.0
 MB2086;UTM  17      - 4,606,769.648   535,510.848   MT  0.99961552   +0 16 58.9
 MB2086
 MB2086                          SUPERSEDED SURVEY CONTROL
 MB2086
 MB2086  NAD 83(1986)-  41 36 42.66898(N)    080 34 25.66559(W) AD(       ) 4
 MB2086  NAD 27      -  41 36 42.46900(N)    080 34 26.40700(W) AD(       ) 3
 MB2086
 MB2086.Superseded values are not recommended for survey control.
 MB2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2086.See file dsdata.txt to determine how the superseded data were derived.
 MB2086
 MB2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3551106770(NAD 83)
 MB2086_MARKER: 54 = WATER TOWER
 MB2086_SETTING: 0 = UNSPECIFIED SETTING
 MB2086
 MB2086  HISTORY     - Date     Condition        Report By
 MB2086  HISTORY     - 1941     FIRST OBSERVED   PADFW
 MB2086  HISTORY     - 19931209 GOOD             OHDT
 MB2086  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 MB2086  HISTORY     - 19960825 GOOD             USPSQD
 MB2086
 MB2086                          STATION DESCRIPTION
 MB2086
 MB2086'DESCRIBED BY PA DEPT FORESTS WTRS 1941
 MB2086'THE STATION IS
 MB2086'THE CENTER OF BALL
 MB2086'(FINIAL) ON TOP OF THE ONLY HIGH, ALUMINUM-COLORED
 MB2086'WATER TANK IN THE NW PORTION OF
 MB2086'ANDOVER, OHIO.  THIS IS
 MB2086'AN INTERSECTION STATION.
 MB2086
 MB2086                          STATION RECOVERY (1993)
 MB2086
 MB2086'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2086'-------REPORT BY OHDT-------YEAR 1993---------CONDITION --GOOD-----
 MB2086' 
 MB2086'TANK IS NOW PAINTED BLUE.
 MB2086
 MB2086                          STATION RECOVERY (1996)
 MB2086
 MB2086'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2086'MARK NOT FOUND.
 MB2086
 MB2086                          STATION RECOVERY (1996)
 MB2086
 MB2086'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2992 ***********************************************************************
 JZ2992  DESIGNATION -  ANKENYS
 JZ2992  PID         -  JZ2992
 JZ2992  STATE/COUNTY-  OH/MONTGOMERY
 JZ2992  USGS QUAD   -  TROTWOOD (1992)
 JZ2992
 JZ2992                         *CURRENT SURVEY CONTROL
 JZ2992  ___________________________________________________________________
 JZ2992* NAD 83(1995)-  39 51 12.28006(N)    084 20 18.97302(W)     ADJUSTED  
 JZ2992* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 JZ2992  ___________________________________________________________________
 JZ2992  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 JZ2992  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JZ2992
 JZ2992  HORZ ORDER  -  FIRST
 JZ2992
 JZ2992.The horizontal coordinates were established by classical geodetic methods
 JZ2992.and adjusted by the National Geodetic Survey in April 1998..
 JZ2992
 JZ2992.The orthometric height was scaled from a topographic map.
 JZ2992
 JZ2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2992
 JZ2992.The geoid height was determined by GEOID03.
 JZ2992
 JZ2992;                    North         East     Units Scale Factor Converg.
 JZ2992;SPC OH S     -   207,358.732   442,675.023   MT  0.99996936   -1 09 59.9
 JZ2992;UTM  16      - 4,414,877.381   727,675.827   MT  1.00023820   +1 42 22.4
 JZ2992
 JZ2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2992!SPC OH S     -   0.99995879  x   0.99996936  =   0.99992815
 JZ2992!UTM  16      -   0.99995879  x   1.00023820  =   1.00019698
 JZ2992
 JZ2992:                Primary Azimuth Mark                     Grid Az
 JZ2992:SPC OH S     -  KOOKEN                                   120 08 00.0
 JZ2992:UTM  16      -  KOOKEN                                   117 15 37.7
 JZ2992
 JZ2992|---------------------------------------------------------------------|
 JZ2992| PID    Reference Object                     Distance      Geod. Az  |
 JZ2992|                                                           dddmmss.s |
 JZ2992| JZ3014 KOOKEN                              APPROX. 1.1 KM 1185800.1 |
 JZ2992| JZ2995 SYCMORE                             451.898 METERS 2950549.0 |
 JZ2992|---------------------------------------------------------------------|
 JZ2992
 JZ2992                          SUPERSEDED SURVEY CONTROL
 JZ2992
 JZ2992  NAD 83(1986)-  39 51 12.29262(N)    084 20 18.98403(W) AD(       ) 1
 JZ2992  NAD 27      -  39 51 12.08900(N)    084 20 19.17500(W) AD(       ) 1
 JZ2992
 JZ2992.Superseded values are not recommended for survey control.
 JZ2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2992.See file dsdata.txt to determine how the superseded data were derived.
 JZ2992
 JZ2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2767614877(NAD 83)
 JZ2992_MARKER: Z = SEE DESCRIPTION
 JZ2992_SETTING: 0 = UNSPECIFIED SETTING
 JZ2992_MARK LOGO: CGS   
 JZ2992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2992
 JZ2992  HISTORY     - Date     Condition        Report By
 JZ2992  HISTORY     - 1927     MONUMENTED       CGS
 JZ2992  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ2992
 JZ2992                          STATION DESCRIPTION
 JZ2992
 JZ2992'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ2992'STATION IS A MARK SET IN THE CONCRETE PAVEMENT OF THE SALEM PIKE
 JZ2992'ABOUT 2-1/2 MILES NW OF THE TOWN OF TAYLORSBURG OPPOSITE
 JZ2992'ANKNEYS LUNCH ROOM, 0.3 METER (0.9 FOOT) NE OF THE SW EDGE OF THE
 JZ2992'PAVEMENT, AND 2.3 METERS (7.5 FEET) SW OF THE CENTER LINE OF THE
 JZ2992'PIKE.
 JZ2992'
 JZ2992'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 JZ2992
 JZ2992                          STATION RECOVERY (1967)
 JZ2992
 JZ2992'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ2992'STA LOST OR INACCESSABLE DUE TO NEW HIGHWAY CONSTRUCTION DESCRIPTION
 JZ2992'NO LONGER ACCURATE SEARCH NOT EXTENSIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1094 ***********************************************************************
 MB1094  DESIGNATION -  ANN
 MB1094  PID         -  MB1094
 MB1094  STATE/COUNTY-  OH/SUMMIT
 MB1094  USGS QUAD   -  AKRON EAST (1964)
 MB1094
 MB1094                         *CURRENT SURVEY CONTROL
 MB1094  ___________________________________________________________________
 MB1094* NAD 83(1986)-  41 07 10.     (N)    081 29 21.     (W)     SCALED    
 MB1094* NAVD 88     -       306.594  (meters)    1005.88   (feet)  ADJUSTED  
 MB1094  ___________________________________________________________________
 MB1094  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB1094  DYNAMIC HT  -         306.461 (meters)    1005.45  (feet)  COMP
 MB1094  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 MB1094
 MB1094  VERT ORDER  -  FIRST     CLASS II
 MB1094
 MB1094.The horizontal coordinates were scaled from a topographic map and have
 MB1094.an estimated accuracy of +/- 6 seconds.
 MB1094
 MB1094.The orthometric height was determined by differential leveling
 MB1094.and adjusted by the National Geodetic Survey in June 1991..
 MB1094.WARNING-Repeat measurements at this control monument indicate possible
 MB1094.vertical movement.
 MB1094
 MB1094.The geoid height was determined by GEOID03.
 MB1094
 MB1094.The dynamic height is computed by dividing the NAVD 88
 MB1094.geopotential number by the normal gravity value computed on the
 MB1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1094.degrees latitude (g = 980.6199 gals.).
 MB1094
 MB1094.The modeled gravity was interpolated from observed gravity values.
 MB1094
 MB1094;                    North         East    Units  Estimated Accuracy
 MB1094;SPC OH N     -   161,820.      684,890.      MT  (+/- 180 meters Scaled)
 MB1094
 MB1094                          SUPERSEDED SURVEY CONTROL
 MB1094
 MB1094  NGVD 29 (??/??/92)  306.790  (m)         1006.53   (f) ADJ UNCH    1 2
 MB1094
 MB1094.Superseded values are not recommended for survey control.
 MB1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1094.See file dsdata.txt to determine how the superseded data were derived.
 MB1094
 MB1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF589521(NAD 83)
 MB1094_MARKER: DB = BENCH MARK DISK
 MB1094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1094_SP_SET: CONCRETE BASE
 MB1094_STAMPING: ANN 1934
 MB1094_MARK LOGO: CGS   
 MB1094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1094
 MB1094  HISTORY     - Date     Condition        Report By
 MB1094  HISTORY     - 1934     MONUMENTED       CGS
 MB1094  HISTORY     - 1937     GOOD             CGS
 MB1094  HISTORY     - 1963     GOOD             CGS
 MB1094  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1094
 MB1094                          STATION DESCRIPTION
 MB1094
 MB1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MB1094'1.2 MI S FROM CUYAHOGA FALLS.
 MB1094'1.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MB1094'AT CUYAHOGA FALLS, SUMMIT COUNTY 146 YARDS SOUTH OF MILEPOST
 MB1094'H 9, 150 YARDS NORTHEAST OF THE TWIN CHIMNEYS OF A POWER PLANT,
 MB1094'103 YARDS NORTHEAST OF AN AKRON CORPORATION-LIMIT SIGN, 31 YARDS
 MB1094'NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING TO THE O CONNER
 MB1094'LUMBER CO., IN THE CENTER OF THE TOP OF AN ABANDONED CONCRETE
 MB1094'TRANSMISSION POLE BASE, 24.6 FEET WEST OF THE WEST RAIL OF THE
 MB1094'MAIN TRACK, 7.5 FEET WEST OF THE WEST RAIL OF A SIDING, AND ABOUT
 MB1094'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED ANN 1934.
 MB1094
 MB1094                          STATION RECOVERY (1963)
 MB1094
 MB1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MB1094'RECOVERED IN GOOD CONDITION.
 MB1094
 MB1094                          STATION RECOVERY (1983)
 MB1094
 MB1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1255 ***********************************************************************
 MB1255  DESIGNATION -  ANN C CO
 MB1255  PID         -  MB1255
 MB1255  STATE/COUNTY-  OH/CUYAHOGA
 MB1255  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1255
 MB1255                         *CURRENT SURVEY CONTROL
 MB1255  ___________________________________________________________________
 MB1255* NAD 83(1986)-  41 28 08.     (N)    081 38 31.     (W)     SCALED    
 MB1255* NAVD 88     -       213.743  (meters)     701.26   (feet)  ADJUSTED  
 MB1255  ___________________________________________________________________
 MB1255  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 MB1255  DYNAMIC HT  -         213.657 (meters)     700.97  (feet)  COMP
 MB1255  MODELED GRAV-     980,217.3   (mgal)                       NAVD 88
 MB1255
 MB1255  VERT ORDER  -  FIRST     CLASS II
 MB1255
 MB1255.The horizontal coordinates were scaled from a topographic map and have
 MB1255.an estimated accuracy of +/- 6 seconds.
 MB1255
 MB1255.The orthometric height was determined by differential leveling
 MB1255.and adjusted by the National Geodetic Survey in June 1991..
 MB1255
 MB1255.The geoid height was determined by GEOID03.
 MB1255
 MB1255.The dynamic height is computed by dividing the NAVD 88
 MB1255.geopotential number by the normal gravity value computed on the
 MB1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1255.degrees latitude (g = 980.6199 gals.).
 MB1255
 MB1255.The modeled gravity was interpolated from observed gravity values.
 MB1255
 MB1255;                    North         East    Units  Estimated Accuracy
 MB1255;SPC OH N     -   200,490.      671,680.      MT  (+/- 180 meters Scaled)
 MB1255
 MB1255                          SUPERSEDED SURVEY CONTROL
 MB1255
 MB1255  NGVD 29 (??/??/92)  213.947  (m)          701.92   (f) ADJ UNCH    1 2
 MB1255
 MB1255.Superseded values are not recommended for survey control.
 MB1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1255.See file dsdata.txt to determine how the superseded data were derived.
 MB1255
 MB1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF463910(NAD 83)
 MB1255_MARKER: DB = BENCH MARK DISK
 MB1255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1255_SP_SET: BUILDING
 MB1255_STAMPING: ANN 1934
 MB1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1255
 MB1255  HISTORY     - Date     Condition        Report By
 MB1255  HISTORY     - 1934     MONUMENTED       CGS
 MB1255  HISTORY     - 1938     GOOD             NGS
 MB1255  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1255  HISTORY     - 19940619 MARK NOT FOUND   USPSQD
 MB1255
 MB1255                          STATION DESCRIPTION
 MB1255
 MB1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MB1255'AT CLEVELAND.
 MB1255'AT CLEVELAND, CUYAHOGA COUNTY, ON THE EAST NINETY-THIRD STREET
 MB1255'SPUR OF THE WHEELING AND LAKE ERIE RAILWAY, ABOUT 345 YARDS
 MB1255'SOUTHEAST OF THE CENTERLINE OF BROADWAY, IN THE NORTH FACE OF A
 MB1255'BRICK BUILDING, 9.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE
 MB1255'TRACK, AND ABOUT 3 FEET HIGHER THAN THE GROUND.  A STANDARD DISK,
 MB1255'STAMPED ANN 1934 AND SET VERTICALLY.
 MB1255
 MB1255                          STATION RECOVERY (1983)
 MB1255
 MB1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1255'NOT RECOVERED, DESCRIPTION IS INADEQUATE TO RECOVER MARK.
 MB1255
 MB1255                          STATION RECOVERY (1994)
 MB1255
 MB1255'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2326 ***********************************************************************
 LA2326  DESIGNATION -  ANSONIA MUNICIPAL TANK
 LA2326  PID         -  LA2326
 LA2326  STATE/COUNTY-  OH/DARKE
 LA2326  USGS QUAD   -  ANSONIA (1982)
 LA2326
 LA2326                         *CURRENT SURVEY CONTROL
 LA2326  ___________________________________________________________________
 LA2326* NAD 83(1995)-  40 12 46.42352(N)    084 37 56.71027(W)     ADJUSTED  
 LA2326* NAVD 88     -                                                        
 LA2326  ___________________________________________________________________
 LA2326  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LA2326  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LA2326
 LA2326  HORZ ORDER  -  THIRD
 LA2326
 LA2326.The horizontal coordinates were established by classical geodetic methods
 LA2326.and adjusted by the National Geodetic Survey in April 1998..
 LA2326
 LA2326
 LA2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2326
 LA2326.The geoid height was determined by GEOID03.
 LA2326
 LA2326;                    North         East     Units Scale Factor Converg.
 LA2326;SPC OH S     -   247,815.911   418,480.773   MT  1.00004047   -1 21 11.0
 LA2326;SPC IN E     -   551,669.109   188,041.333   MT  1.00006205   +0 40 04.0
 LA2326;SPC IN E     - 1,809,934.40    616,932.27   sFT  1.00006205   +0 40 04.0
 LA2326;UTM  16      - 4,454,075.371   701,476.588   MT  1.00009972   +1 31 44.7
 LA2326
 LA2326                          SUPERSEDED SURVEY CONTROL
 LA2326
 LA2326  NAD 83(1986)-  40 12 46.42848(N)    084 37 56.72007(W) AD(       ) 4
 LA2326  NAD 27      -  40 12 46.26100(N)    084 37 56.87600(W) AD(       ) 3
 LA2326
 LA2326.Superseded values are not recommended for survey control.
 LA2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2326.See file dsdata.txt to determine how the superseded data were derived.
 LA2326
 LA2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0147754075(NAD 83)
 LA2326_MARKER: 51 = TANK
 LA2326
 LA2326  HISTORY     - Date     Condition        Report By
 LA2326  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2326
 LA2326                          STATION DESCRIPTION
 LA2326
 LA2326'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3324 ***********************************************************************
 KY3324  DESIGNATION -  ANTHONY
 KY3324  PID         -  KY3324
 KY3324  STATE/COUNTY-  OH/STARK
 KY3324  USGS QUAD   -  ROBERTSVILLE (1994)
 KY3324
 KY3324                         *CURRENT SURVEY CONTROL
 KY3324  ___________________________________________________________________
 KY3324* NAD 83(1995)-  40 47 29.69452(N)    081 13 21.45454(W)     ADJUSTED  
 KY3324* NAVD 88     -       397.1    (meters)    1303.     (feet)  GPS OBS   
 KY3324  ___________________________________________________________________
 KY3324  X           -     737,955.119 (meters)                     COMP
 KY3324  Y           -  -4,779,383.293 (meters)                     COMP
 KY3324  Z           -   4,145,165.359 (meters)                     COMP
 KY3324  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 KY3324  ELLIP HEIGHT-         363.79  (meters)          (10/07/05) GPS OBS
 KY3324  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KY3324
 KY3324  HORZ ORDER  -  FIRST
 KY3324  ELLP ORDER  -  FOURTH    CLASS I
 KY3324
 KY3324.The horizontal coordinates were established by classical geodetic methods
 KY3324.and adjusted by the National Geodetic Survey in April 1998..
 KY3324
 KY3324.The orthometric height was determined by GPS observations and a
 KY3324.high-resolution geoid model.
 KY3324
 KY3324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3324
 KY3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3324
 KY3324.The ellipsoidal height was determined by GPS observations
 KY3324.and is referenced to NAD 83.
 KY3324
 KY3324.The geoid height was determined by GEOID03.
 KY3324
 KY3324;                    North         East     Units Scale Factor Converg.
 KY3324;SPC OH N     -   125,706.601   707,800.729   MT  0.99995069   +0 50 21.0
 KY3324;UTM  17      - 4,515,644.924   481,217.930   MT  0.99960434   -0 08 43.6
 KY3324
 KY3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3324!SPC OH N     -   0.99994294  x   0.99995069  =   0.99989363
 KY3324!UTM  17      -   0.99994294  x   0.99960434  =   0.99954730
 KY3324
 KY3324|---------------------------------------------------------------------|
 KY3324| PID    Reference Object                     Distance      Geod. Az  |
 KY3324|                                                           dddmmss.s |
 KY3324| CC9702 ANTHONY RM 1                         18.249 METERS 05322     |
 KY3324| KY3325 SANDY                               APPROX. 3.0 KM 0704130.2 |
 KY3324| KY3378 EAST CANTON STARK BRICK TANK        APPROX. 6.0 KM 2644626.4 |
 KY3324| KY3377 CANTON OH BELL POLICE RAD TWR       APPROX. 6.8 KM 2702550.4 |
 KY3324| CC9703 ANTHONY RM 2                         15.685 METERS 31726     |
 KY3324|---------------------------------------------------------------------|
 KY3324
 KY3324                          SUPERSEDED SURVEY CONTROL
 KY3324
 KY3324  ELLIP H (04/01/98)  363.76   (m)                       GP(       ) 4 1
 KY3324  NAD 83(1986)-  40 47 29.70147(N)    081 13 21.46180(W) AD(       ) 1
 KY3324  NAD 27      -  40 47 29.48800(N)    081 13 22.07600(W) AD(       ) 1
 KY3324
 KY3324.Superseded values are not recommended for survey control.
 KY3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3324.See file dsdata.txt to determine how the superseded data were derived.
 KY3324
 KY3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8121815645(NAD 83)
 KY3324_MARKER: DD = SURVEY DISK
 KY3324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3324_SP_SET: CONCRETE POST
 KY3324_STAMPING: ANTHONY 1950
 KY3324_MARK LOGO: CGS   
 KY3324_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3324+STABILITY: SURFACE MOTION
 KY3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3324+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1993
 KY3324
 KY3324  HISTORY     - Date     Condition        Report By
 KY3324  HISTORY     - 1950     MONUMENTED       CGS
 KY3324  HISTORY     - 1950     GOOD             CGS
 KY3324  HISTORY     - 1983     GOOD             NGS
 KY3324  HISTORY     - 19930420 MARK NOT FOUND   OHDT
 KY3324  HISTORY     - 19931217 GOOD             GEOMET
 KY3324
 KY3324                          STATION DESCRIPTION
 KY3324
 KY3324'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3324'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF EAST CANTON, 3
 KY3324'MILES WEST OF PARIS, 2.7 MILE
 KY3324'NORTHWEST OF ROBERTSVILLE, 1/4 MILE SOUTH OF STATE ROUTE NO 172 AND
 KY3324'ON THE NORTH EDGE OF A PASTURE ON A
 KY3324'RIDGE ON THE FARM OF MR. S.L. ANTHONY.  IT IS 37 FEET
 KY3324'SOUTH OF AN EAST-WEST FENCELINE AND 4.8 FEET
 KY3324'NORTHEAST OF A WITNESS POST.  THE MARK IS
 KY3324'STAMPED ANTHONY 1950.
 KY3324'
 KY3324'REFERENCE MARK NO. 1 IS ON THE NORTH EDGE OF A PASTURE AND 9 INCHES
 KY3324'SOUTH OF AN EAST-WEST
 KY3324'FENCELINE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED ANTHONY NO 1
 KY3324'1950.
 KY3324'
 KY3324'REFERENCE MARK NO. 2 IS 6 INCHES SOUTH OF AN EAST-WEST FENCELINE ON
 KY3324'THE NORTH EDGE OF THE PASTURE.
 KY3324'THE MARK PROJECTS 6 INCHES AND IS STAMPED ANTHONY NO 2 1950.
 KY3324'
 KY3324'TO REACH THE STATION FROM THE MAIN INTERSECTION IN PARIS, GO WEST ON
 KY3324'STATE ROUTE NO 172 FOR 1.5
 KY3324'MILES TO STATION SANDY ON THE LEFT, CONTINUE STATE ROUTE NO 172 FOR
 KY3324'1.9 MILES TO THE RESIDENCE OF MR.
 KY3324'ANTHONY AND A DRIVEWAY ON THE LEFT, GO LEFT FOLLOWING
 KY3324'DRIVEWAY AROUND THE BARN AND TO A GATE, TURN
 KY3324'SHARP RIGHT AFTER GOING THROUGH GATE THENCE
 KY3324'SOUTH ON A TRACK ROAD BETWEEN TWO FENCES.  THE STATION IS
 KY3324'APPROXIMATELY 300 FEET WEST OF THE
 KY3324'END OF THE TWO FENCES AND UPGRADE ON THE SUMMIT OF THE RIDGE.
 KY3324
 KY3324                          STATION RECOVERY (1950)
 KY3324
 KY3324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KY3324'RECOVERED IN GOOD CONDITION.
 KY3324
 KY3324                          STATION RECOVERY (1983)
 KY3324
 KY3324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY3324'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KY3324'AS DESCRIBED IN THE MOST RECENT INFORMATION AVAILABLE.
 KY3324
 KY3324                          STATION RECOVERY (1993)
 KY3324
 KY3324'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY3324'-------REPORT BY ODOT -------YEAR 1993------CONDITION UNKNOWN----
 KY3324' 
 KY3324'NOTE ** NEEDED PERMISSION TO LOOK FOR DISKS BUT, WAS UNABLE TO FIND
 KY3324'OWNER OF PROPERTY.
 KY3324
 KY3324                          STATION RECOVERY (1993)
 KY3324
 KY3324'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 KY3324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2084 ***********************************************************************
 JX2084  DESIGNATION -  ANTIOCH
 JX2084  PID         -  JX2084
 JX2084  STATE/COUNTY-  OH/MONROE
 JX2084  USGS QUAD   -  ANTIOCH (1994)
 JX2084
 JX2084                         *CURRENT SURVEY CONTROL
 JX2084  ___________________________________________________________________
 JX2084* NAD 83(1995)-  39 39 10.73946(N)    081 03 49.67721(W)     ADJUSTED  
 JX2084* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 JX2084  ___________________________________________________________________
 JX2084  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 JX2084  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JX2084
 JX2084  HORZ ORDER  -  THIRD
 JX2084
 JX2084.The horizontal coordinates were established by classical geodetic methods
 JX2084.and adjusted by the National Geodetic Survey in April 1998..
 JX2084
 JX2084.The orthometric height was scaled from a topographic map.
 JX2084
 JX2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2084
 JX2084.The geoid height was determined by GEOID03.
 JX2084
 JX2084;                    North         East     Units Scale Factor Converg.
 JX2084;SPC OH S     -   184,484.620   723,249.540   MT  0.99994687   +0 54 40.7
 JX2084;UTM  17      - 4,389,244.847   494,526.650   MT  0.99960037   -0 02 26.6
 JX2084
 JX2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2084!SPC OH S     -   0.99995434  x   0.99994687  =   0.99990121
 JX2084!UTM  17      -   0.99995434  x   0.99960037  =   0.99955473
 JX2084
 JX2084|---------------------------------------------------------------------|
 JX2084| PID    Reference Object                     Distance      Geod. Az  |
 JX2084|                                                           dddmmss.s |
 JX2084| CC9704 ANTIOCH RM 1                         18.141 METERS 05951     |
 JX2084| JX2085 MULBERRY                            APPROX. 6.1 KM 3173138.8 |
 JX2084| CC9705 ANTIOCH RM 2                          9.558 METERS 33228     |
 JX2084|---------------------------------------------------------------------|
 JX2084
 JX2084                          SUPERSEDED SURVEY CONTROL
 JX2084
 JX2084  NAD 83(1986)-  39 39 10.74591(N)    081 03 49.68471(W) AD(       ) 3
 JX2084  NAD 27      -  39 39 10.48020(N)    081 03 50.29680(W) AD(       ) 3
 JX2084
 JX2084.Superseded values are not recommended for survey control.
 JX2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2084.See file dsdata.txt to determine how the superseded data were derived.
 JX2084
 JX2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9452789245(NAD 83)
 JX2084_MARKER: DS = TRIANGULATION STATION DISK
 JX2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2084
 JX2084  HISTORY     - Date     Condition        Report By
 JX2084  HISTORY     - 1963     MONUMENTED       CGS
 JX2084
 JX2084                          STATION DESCRIPTION
 JX2084
 JX2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2084'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TRAFFIC ON LINE.
 JX2084'
 JX2084'THE STATION IS LOCATED ABOUT 11 MILES WEST OF NEW MARTINSVILLE, WEST
 JX2084'VIRGINIA, 9 MILES NORTH OF
 JX2084'NEW MATAMORAS, OHIO, AND 1/2 MILE SOUTH OF ANTIOCH, OHIO, IN SECTION
 JX2084'10, R. 5W, T. 3N.  IT IS 28 FEET
 JX2084'WEST OF THE CENTER LINE OF STATE HWY. 8, 79 FEET NORTHWEST
 JX2084'OF THE CENTER LINE OF A GRAVEL ROAD, AND 4 FEET
 JX2084'WEST OF A WITNESS POST.  THE STATION IS
 JX2084'ON THE PROPERTY OF MR. C.E. HAWKINS WHO LIVES IN ANTIOCH.  THE
 JX2084'MONUMENT IS FLUSH AND THE DISK IS
 JX2084'STAMPED ANTIOCH 1963.
 JX2084'
 JX2084'TO REACH THE STATION FROM THE POST OFFICE IN ANTIOCH, GO
 JX2084'SOUTHEASTERLY ON STATE HWY.
 JX2084'8 FOR 0.6 MILE TO A SIDE ROAD RIGHT AND THE STATION ON THE RIGHT.
 JX2084'
 JX2084'REFERENCE MARK 1 IS 32 FEET NORTHEAST OF THE CENTER LINE OF STATE
 JX2084'HWY. 8, 7 FEET WEST OF A 6
 JX2084'INCH PEACH TREE, AND 1 FOOT SOUTH OF A FENCE CORNER.  THE MONUMENT
 JX2084'PROJECTS 5 INCHES AND THE DISK IS
 JX2084'STAMPED ANTIOCH NO 1 1963.
 JX2084'
 JX2084'REFERENCE MARK 2 IS 26 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 JX2084'HWY. 8, 33 FEET NORTH OF A
 JX2084'WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH
 JX2084'AND THE DISK IS STAMPED ANTIOCH
 JX2084'NO 2 1963.
 JX2084'
 JX2084'STATION MULBERRY CAN BE USED AS THE AZIMUTH.
 JX2084'
 JX2084'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1114 ***********************************************************************
 JY1114  DESIGNATION -  ANTIOCH COLLEGE
 JY1114  PID         -  JY1114
 JY1114  STATE/COUNTY-  OH/GREENE
 JY1114  USGS QUAD   -  YELLOW SPRINGS (1992)
 JY1114
 JY1114                         *CURRENT SURVEY CONTROL
 JY1114  ___________________________________________________________________
 JY1114* NAD 83(1986)-  39 47 54.     (N)    083 53 11.     (W)     SCALED    
 JY1114* NAVD 88     -       305.021  (meters)    1000.72   (feet)  ADJUSTED  
 JY1114  ___________________________________________________________________
 JY1114  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JY1114  DYNAMIC HT  -         304.851 (meters)    1000.17  (feet)  COMP
 JY1114  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 JY1114
 JY1114  VERT ORDER  -  SECOND    CLASS 0
 JY1114
 JY1114.The horizontal coordinates were scaled from a topographic map and have
 JY1114.an estimated accuracy of +/- 6 seconds.
 JY1114
 JY1114.The orthometric height was determined by differential leveling
 JY1114.and adjusted by the National Geodetic Survey in June 1991..
 JY1114
 JY1114.The geoid height was determined by GEOID03.
 JY1114
 JY1114.The dynamic height is computed by dividing the NAVD 88
 JY1114.geopotential number by the normal gravity value computed on the
 JY1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1114.degrees latitude (g = 980.6199 gals.).
 JY1114
 JY1114.The modeled gravity was interpolated from observed gravity values.
 JY1114
 JY1114;                    North         East    Units  Estimated Accuracy
 JY1114;SPC OH S     -   200,550.      481,270.      MT  (+/- 180 meters Scaled)
 JY1114
 JY1114                          SUPERSEDED SURVEY CONTROL
 JY1114
 JY1114  NGVD 29 (??/??/92)  305.201  (m)         1001.31   (f) ADJ UNCH    2 0
 JY1114
 JY1114.Superseded values are not recommended for survey control.
 JY1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1114.See file dsdata.txt to determine how the superseded data were derived.
 JY1114
 JY1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE528093(NAD 83)
 JY1114_MARKER: DB = BENCH MARK DISK
 JY1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1114_SP_SET: CONCRETE POST
 JY1114_STAMPING: ANTIOCH COLLEGE 1934
 JY1114_MARK LOGO: CGS   
 JY1114_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1114+STABILITY: SURFACE MOTION
 JY1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY1114+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1993
 JY1114
 JY1114  HISTORY     - Date     Condition        Report By
 JY1114  HISTORY     - 1934     MONUMENTED       CGS
 JY1114  HISTORY     - 1972     GOOD             NGS
 JY1114  HISTORY     - 19920914 GOOD             GRWAS
 JY1114  HISTORY     - 19930601 GOOD             GEOMET
 JY1114  HISTORY     - 19981130 GOOD             USPSQD
 JY1114
 JY1114                          STATION DESCRIPTION
 JY1114
 JY1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JY1114'AT YELLOW SPRINGS.
 JY1114'THE MARK IS 68.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JY1114'CONCRETE PEBBLED WALL OF THE WINDOW WELLS OF THE SCIENCE BUILDING,
 JY1114'57 FEET NORTH-NORTHWEST OF AN 18-INCH BLACK CHERRY TREE, 47.5
 JY1114'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE VISUAL ARTS
 JY1114'BUILDING, 38 FEET SOUTH-SOUTHEAST OF AN 8-INCH TULIP POPLAR TREE,
 JY1114'27 FEET WEST OF AN 8-INCH BLACK MAPLE TREE, 12 FEET EAST OF A
 JY1114'20-INCH BLACK OAK TREE, 10 FEET EAST OF THE SOUTHEAST CORNER
 JY1114'OF A PARKING AREA, AND 5 FEET SOUTH OF THE SOUTH EDGE OF THE
 JY1114'PARKING AREA.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 JY1114'CONCRETE MONUMENT PROJECTING 8 INCHES AND THE DISK IS STAMPED
 JY1114'ANTIOCH COLLEGE 1934.  NOTE-- DURING THE CONSTRUCTION OF A NEW
 JY1114'BUILDING ON THE COLLEGE CAMPUS, THE MARK WAS COVERED BY TOP SOIL,
 JY1114'AND DURING ITS REMOVAL THERE IS EVIDENCE THAT THE DISK WAS VERY
 JY1114'LIGHTLY MARKED BY SOME TYPE OF EARTH MOVING EQUIPMENT, AND ALTHOUGH
 JY1114'IT IS BELIEVED THAT THE MARK HAS BEEN HURT AS A VERTICAL CONTROL
 JY1114'POINT, IT MIGHT BE WELL TO TREAT THE ELEVATION WITH CAUTION.
 JY1114
 JY1114                          STATION RECOVERY (1992)
 JY1114
 JY1114'RECOVERY NOTE BY GRW AERIAL SURVEY 1992
 JY1114'FROM THE JUNCTION OF U.S. ROUTE 35 AND U.S. ROUTE 68 IN XENIA GO NORTH
 JY1114'ON ROUTE 68 ABOUT 9.1 MI (14.64 KM) TO THE INTERSECTION OF CORRY
 JY1114'STREET AT THE NORTH EDGE OF YELLOW SPRINGS, GO RIGHT(SOUTHEAST) ON
 JY1114'CORRY STREET ABOUT 0.6 MI (0.97 KM) TO ACCESS ROAD ON RIGHT AND
 JY1114'STATION ON RIGHT.
 JY1114'STATION IS LOCATED IN YELLOW SPRINGS VILLAGE ABOUT 400 FT (121.92 M)
 JY1114'WEST OF CORRY STREET AT THE END OF ACCESS ROAD ON THE NORTH SIDE OF
 JY1114'THE ANTIOCH COLLEGE ARTS AND SCIENCE BUILDINGS AND 15 FT (4.57 M)
 JY1114'SOUTH OF THE SOUTH EDGE OF THE ACCESS ROAD. STATION IS ABOUT 725 FT
 JY1114'(220.98 M) NORTHWEST OF GREENE COUNTY GPS STATION YELLOW SPRINGS
 JY1114'AND ABOUT 1800 FT (548.64 M) NORTHEAST OF GREENE COUNTY GPS STATION
 JY1114'YELLOW SPRINGS AZ.
 JY1114
 JY1114                          STATION RECOVERY (1993)
 JY1114
 JY1114'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 JY1114'RECOVERED IN GOOD CONDITION.
 JY1114
 JY1114                          STATION RECOVERY (1998)
 JY1114
 JY1114'RECOVERY NOTE BY US POWER SQUADRON 1998
 JY1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0521 ***********************************************************************
 MD0521  DESIGNATION -  ANTWERP
 MD0521  PID         -  MD0521
 MD0521  STATE/COUNTY-  OH/PAULDING
 MD0521  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0521
 MD0521                         *CURRENT SURVEY CONTROL
 MD0521  ___________________________________________________________________
 MD0521* NAD 83(1995)-  41 13 20.59240(N)    084 46 32.04950(W)     ADJUSTED  
 MD0521* NAVD 88     -       225.336  (meters)     739.29   (feet)  ADJUSTED  
 MD0521  ___________________________________________________________________
 MD0521  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 MD0521  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MD0521  DYNAMIC HT  -         225.245 (meters)     738.99  (feet)  COMP
 MD0521  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 MD0521
 MD0521  HORZ ORDER  -  FIRST
 MD0521  VERT ORDER  -  SECOND    CLASS 0
 MD0521
 MD0521.The horizontal coordinates were established by classical geodetic methods
 MD0521.and adjusted by the National Geodetic Survey in April 1998..
 MD0521
 MD0521.The orthometric height was determined by differential leveling
 MD0521.and adjusted by the National Geodetic Survey in June 1991..
 MD0521.WARNING-Repeat measurements at this control monument indicate possible
 MD0521.vertical movement.
 MD0521
 MD0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0521
 MD0521.The geoid height was determined by GEOID03.
 MD0521
 MD0521.The dynamic height is computed by dividing the NAVD 88
 MD0521.geopotential number by the normal gravity value computed on the
 MD0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0521.degrees latitude (g = 980.6199 gals.).
 MD0521
 MD0521.The modeled gravity was interpolated from observed gravity values.
 MD0521
 MD0521;                    North         East     Units Scale Factor Converg.
 MD0521;SPC OH N     -   175,245.994   409,222.077   MT  0.99994277   -1 29 41.8
 MD0521;SPC IN E     -   663,637.677   174,717.994   MT  1.00003535   +0 35 14.1
 MD0521;SPC IN E     - 2,177,284.61    573,220.62   sFT  1.00003535   +0 35 14.1
 MD0521;UTM  16      - 4,565,830.358   686,454.069   MT  1.00002788   +1 27 58.6
 MD0521
 MD0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0521!SPC OH N     -   0.99996991  x   0.99994277  =   0.99991268
 MD0521!SPC IN E     -   0.99996991  x   1.00003535  =   1.00000526
 MD0521!UTM  16      -   0.99996991  x   1.00002788  =   0.99999779
 MD0521
 MD0521:                Primary Azimuth Mark                     Grid Az
 MD0521:SPC OH N     -  HICKSVILLE MUNICIPAL TANK                008 33 18.4
 MD0521:SPC IN E     -  HICKSVILLE MUNICIPAL TANK                006 28 22.5
 MD0521:UTM  16      -  HICKSVILLE MUNICIPAL TANK                005 35 38.0
 MD0521
 MD0521|---------------------------------------------------------------------|
 MD0521| PID    Reference Object                     Distance      Geod. Az  |
 MD0521|                                                           dddmmss.s |
 MD0521| MD1817 HICKSVILLE MUNICIPAL TANK           APPROX. 7.9 KM 0070336.6 |
 MD0521| MD1822 HICKSVILLE OHIO PWR RAD MAST        APPROX. 8.5 KM 0073539.9 |
 MD0521| MD0522 ANTWERP RM 1                         36.104 METERS 05421     |
 MD0521| MD0523 ANTWERP AZ MK                                      0881239.3 |
 MD0521| MD1784 PAULDING MUNICIPAL TANK             APPROX.18.5 KM 1193904.8 |
 MD0521| MD1783 PAULDING COLUMBIA BEET STACK        APPROX.18.6 KM 1223559.7 |
 MD0521| MD1781 PAULDING COLUMBIA BEET TANK         APPROX.18.6 KM 1224531.3 |
 MD0521| MD1788 ANTWERP MUNICIPAL TANK              APPROX. 5.6 KM 1460933.8 |
 MD0521| MD1790 ANTWERP GENERAL TEL MICROWAVE       APPROX. 5.0 KM 1515653.1 |
 MD0521| MD1787 PAYNE MUNICIPAL TANK                APPROX.16.2 KM 1644723.8 |
 MD0521| MD1563 FORT WAYNE LINCOLN BLDG BCN         APPROX.34.4 KM 2423453.2 |
 MD0521| MD0520 ANTWERP RM 2                         62.752 METERS 28930     |
 MD0521| MD1408 COTTRELL                             18.268 METERS 34746     |
 MD0521|---------------------------------------------------------------------|
 MD0521
 MD0521                          SUPERSEDED SURVEY CONTROL
 MD0521
 MD0521  NAD 83(1986)-  41 13 20.59384(N)    084 46 32.06614(W) AD(       ) 1
 MD0521  NAD 27      -  41 13 20.41300(N)    084 46 32.20900(W) AD(       ) 1
 MD0521  NGVD 29 (??/??/92)  225.482  (m)          739.77   (f) ADJ UNCH    2 0
 MD0521
 MD0521.Superseded values are not recommended for survey control.
 MD0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0521.See file dsdata.txt to determine how the superseded data were derived.
 MD0521
 MD0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8645465830(NAD 83)
 MD0521_MARKER: DS = TRIANGULATION STATION DISK
 MD0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0521_STAMPING: ANTWERP 1932
 MD0521_MARK LOGO: CGS   
 MD0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0521+STABILITY: SURFACE MOTION
 MD0521
 MD0521  HISTORY     - Date     Condition        Report By
 MD0521  HISTORY     - 1932     MONUMENTED       CGS
 MD0521  HISTORY     - 1946     GOOD             CGS
 MD0521  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MD0521  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0521  HISTORY     - 1970     SEE DESCRIPTION  CGS
 MD0521  HISTORY     - 1970     GOOD             CGS
 MD0521
 MD0521                          STATION DESCRIPTION
 MD0521
 MD0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 MD0521'THIS STATION IS ABOUT 2.8 MILES NORTH AND 1.3 MILES WEST OF ANTWERP,
 MD0521'OHIO, 1.5 MILES EAST OF THE
 MD0521'INDIANA-OHIO STATE LINE IN THE NORTHWEST CORNER
 MD0521'OF THE NORTHWEST QUARTER OF SEC. 17,
 MD0521'T. 3 N., R 1 E., IN THE
 MD0521'SOUTHWEST CORNER OF A VACANT LOT WHICH IS NOW OWNED BY
 MD0521'IDA PATRELL AND
 MD0521'IS LOCATED IN THE SOUTHEAST CORNER OF A ROAD INTERSECTION.
 MD0521'THE FOUNDATION AND
 MD0521'CONCRETE STEPS OF A CHURCH REMAIN ON THE LOT.
 MD0521'THE MARK IS 35 FEET EAST OF THE
 MD0521'CENTER LINE OF THE NORTH-SOUTH
 MD0521'ROAD, 88 FEET SOUTH OF THE CENTER LINE OF THE
 MD0521'EAST-WEST ROAD, 94.5
 MD0521'FEET SOUTHEAST OF THE CENTER OF THE ROAD INTERSECTION, 28 FEET
 MD0521'SOUTH OF THE
 MD0521'SOUTH EDGE OF THE CONCRETE STEPS AT RUINS.  THE MARK
 MD0521'IS ABOUT 14 INCHES BELOW THE
 MD0521'SURFACE OF THE GROUND.
 MD0521'
 MD0521'THE AZIMUTH MARK IS ON THE SOUTH SIDE OF THE EAST-WEST ROAD
 MD0521'OPPOSITE A WIDE
 MD0521'LANE LEADING NORTH, ABOUT 700 FEET WEST OF A LARGE
 MD0521'FARMHOUSE ON THE SOUTH SIDE OF THE
 MD0521'ROAD, IN THE NORTHEAST CORNER
 MD0521'OF A FIELD, 2.5 FEET SOUTH OF THE EAST-WEST FENCE
 MD0521'LINE, 2.0 FEET
 MD0521'WEST OF THE FENCE LINE PARALLELLING THE ROAD, 21 FEET SOUTH OF THE
 MD0521'CENTER LINE OF
 MD0521'THE ROAD AND PROJECTS ABOUT 8 INCHES ABOVE THE
 MD0521'GROUND.
 MD0521'
 MD0521'REFERENCE MARK NO. 1 IS ON THE SOUTH SIDE OF THE EAST-WEST ROAD,
 MD0521'ABOUT 133 FEET
 MD0521'EAST OF THE CENTER LINE OF THE ROAD INTERSECTION,
 MD0521'20.5 FEET EAST OF THE CENTER LINE
 MD0521'OF THE EAST-WEST ROAD AND PROJECTS
 MD0521'4 INCHES ABOVE THE GROUND.
 MD0521'
 MD0521'REFERENCE MARK NO. 2 IS ON THE SOUTH SIDE OF THE EAST-WEST ROAD,
 MD0521'159 FEET WEST OF
 MD0521'THE CENTER OF THE ROAD INTERSECTION, 17 FEET SOUTH
 MD0521'OF THE CENTER LINE OF THE EAST-WEST
 MD0521'ROAD, 45.3 FEET SOUTH OF A
 MD0521'LARGE OAK TREE, 3 FEET EAST OF A TELEPHONE POLE AND
 MD0521'PROJECTS 4
 MD0521'INCHES ABOVE THE GROUND.
 MD0521'
 MD0521'TO REACH FROM ANTWERP, OHIO, GO NORTH FROM TOWN 2.8 MILES ON
 MD0521'STATE HIGHWAY 49,
 MD0521'THEN TURN WEST ON GRAVEL ROAD AND GO 1.3 MILES
 MD0521'TO THE STATION.
 MD0521'
 MD0521'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 MD0521'DESCRIBED IN NOTES
 MD0521'1A, 7A, 11A, RESPECTIVELY.
 MD0521
 MD0521                          STATION RECOVERY (1946)
 MD0521
 MD0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 MD0521'4.3 MI NW FROM ANTWERP.
 MD0521'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE
 MD0521'AT ANTWERP, THENCE ABOUT 1.25 MILES WEST ALONG A GRAVEL ROAD, AT A
 MD0521'CROSSROAD, 94.5 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION,
 MD0521'88 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 35 FEET
 MD0521'EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 206 FEET
 MD0521'SOUTHEAST OF R.M. 2, 118.5 FEET SOUTHWEST OF R.M. 1, ABOUT LEVEL
 MD0521'WITH THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST
 MD0521'ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND.
 MD0521
 MD0521                          STATION RECOVERY (1947)
 MD0521
 MD0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD0521'THE STATION AND REFERENCE MARKS WERE RECOVERED
 MD0521'AS DESCRIBED.  A
 MD0521'DIFFERENCE IN DIRECTION TO REFERENCE MARK NO. 1 AND REFERENCE MARK
 MD0521'NO. 2 WAS NOTED.  THE FOUNDATION AND
 MD0521'THE CONCRETE STEPS NOTED IN THE ORIGINAL DESCRIPTION HAVE
 MD0521'BEEN REMOVED.  FOLLOWING IS A COMPLETE NEW
 MD0521'DESCRIPTION.
 MD0521'
 MD0521'THE STATION IS LOCATED 3 MILES NORTHWEST OF ANTWERP AND 1-1/2 MILES
 MD0521'EAST OF THE OHIO-INDIANA STATE LINE.  IT
 MD0521'IS 96 FEET SOUTHEAST OF THE INTERSECTION OF A GRAVEL CROSSROAD,
 MD0521'35 FEET EAST OF THE CENTER OF A
 MD0521'GRAVEL ROAD AND 88 FEET SOUTH OF THE CENTER OF A GRAVEL
 MD0521'ROAD.  THE MARK IS 10 INCHES BELOW THE SURFACE AND
 MD0521'THE DISK IS STAMPED ANTWERP 1932.
 MD0521'(NOTE 1A, 7A.)
 MD0521'
 MD0521'REFERENCE MARK NO. 1 IS 118.36 FEET NORTHEAST OF THE STATION, 20.5
 MD0521'FEET SOUTH OF THE CENTER OF A
 MD0521'GRAVEL ROAD AND 133 FEET SOUTHEAST OF THE INTERSECTION OF A GRAVEL
 MD0521'CROSSROAD.  THE MARK IS FLUSH AND THE
 MD0521'DISK IS STAMPED ANTWERP NO 1 1932. (NOTE 11A)
 MD0521'
 MD0521'REFERENCE MARK NO. 2 IS 205.75 FEET NORTHWEST OF THE STATION, 45 FEET
 MD0521'SOUTH OF AN OAK TREE, 17 FEET
 MD0521'SOUTH OF A GRAVEL ROAD AND 3 FEET WEST OF A WHITE WITNESS POST.  THE
 MD0521'MARK PROJECTS 4 INCHES AND THE DISK
 MD0521'IS STAMPED ANTWERP NO 2 1932. (NOTE 11A)
 MD0521'
 MD0521'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION, 21 FEET SOUTH OF A
 MD0521'GRAVEL ROAD AND 2 FEET SOUTH OF A
 MD0521'WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS A
 MD0521'STANDARD REFERENCE MARK DISK STAMPED
 MD0521'ANTWERP 1932 AZIMUTH.
 MD0521'
 MD0521'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 MD0521'HIGHWAY 49, GO NORTH ON HIGHWAY
 MD0521'49 FOR 3 MILES, TURN LEFT, WEST, AND GO 1.3 MILES TO THE STATION ON
 MD0521'THE LEFT AS DESCRIBED.
 MD0521
 MD0521                          STATION RECOVERY (1963)
 MD0521
 MD0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0521'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 MD0521'RECOVERED IN GOOD
 MD0521'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE
 MD0521'VERIFIED.  THE RECOVERY NOTE BY
 MD0521'R.C.B. IN 1947 IS ADEQUATE.
 MD0521
 MD0521                          STATION RECOVERY (1970)
 MD0521
 MD0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (JLC)
 MD0521'THE STATION MARK, REFERENCE MARKS 1 AND 2, AZIMUTH MARK, AND TRAVERSE
 MD0521'STATION COTTRELL
 MD0521'1963 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MD0521'THE DIRECTION TO THE AZIMUTH MARK
 MD0521'CHECKED.  THE DIRECTION TO
 MD0521'REFERENCE MARK 1 CHECKED THE 1932 DIRECTION, HOWEVER
 MD0521'THE DISTANCE WAS
 MD0521'FOUND TO BE 0.10 FEET LONGER AND CONFIRMED IN THE FIELD.  THE
 MD0521'DISTANCE TO
 MD0521'REFERENCE MARK 2 WAS FOUND TO BE 0.13 FEET LONGER AND CONFIRMED, AND
 MD0521'A DIFFERENCE OF 1
 MD0521'MINUTE AND 23 SECONDS SMALLER WAS FOUND IN THE DIRECTION.
 MD0521'BOTH REFERENCE MARKS APPEAR TO HAVE
 MD0521'BEEN HIT BY ROAD GRADING EQUIPMENT
 MD0521'BUT ARE STILL SOLID.  A COMPLETE NEW DESCRIPTION
 MD0521'FOLLOWS-
 MD0521'
 MD0521'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF ANTWERP AND 1-1/2
 MD0521'MILES EAST OF THE
 MD0521'OHIO-INDIANA STATE LINE ON PROPERTY OWNED BY MRS ORLA
 MD0521'COTTRELL.
 MD0521'
 MD0521'TO REACH THE STATION FROM THE POST OFFICE IN ANTWERP, GO NORTH ON
 MD0521'STATE HIGHWAY 49
 MD0521'FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 24.  CONTINUE
 MD0521'NORTH ON STATE HIGHWAY 49 FOR 3.05
 MD0521'MILES TO A CROSSROAD.  TURN
 MD0521'LEFT AND GO WEST ON CARRYALL TOWNSHIP ROAD 220 FOR
 MD0521'0.8 MILE TO A SIDE
 MD0521'ROAD RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD WEST FOR
 MD0521'0.45 MILE TO A
 MD0521'CROSSROAD AND THE STATION ON THE LEFT IN THE SOUTHEAST
 MD0521'ANGLE OF THE CROSSROAD.
 MD0521'
 MD0521'STATION MARKS ARE STANDARD DISKS STAMPED ANTWERP 1932.  THE SURFACE
 MD0521'DISK IS SET IN THE
 MD0521'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT 14 INCHES
 MD0521'BELOW THE GROUND SURFACE.  IT IS 96
 MD0521'FEET SOUTH-SOUTHEAST OF THE INTERSECTION
 MD0521'OF CARRYALL TOWNSHIP ROADS 220 AND 19, 88 FEET SOUTH
 MD0521'OF THE CENTER
 MD0521'OF ROAD 220 AND 35 FEET EAST OF THE CENTER OF ROAD 19.  THE
 MD0521'UNDERGROUND DISK IS
 MD0521'SET IN AN IRREGULAR MASS OF CONCRETE. (NOTES- 1A, 7A.)
 MD0521'
 MD0521'REFERENCE MARK 1, A STANDARD DISK STAMPED ANTWERP NO 1 1932, IS
 MD0521'SET IN THE TOP OF
 MD0521'A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 MD0521'THE GROUND SURFACE.  IT IS 69.5 FEET
 MD0521'EAST OF A GUY-POLE FOR A POWER LINE,
 MD0521'132 FEET EAST-SOUTHEAST OF THE CENTER OF THE ROAD
 MD0521'INTERSECTION AND 21
 MD0521'FEET SOUTH OF THE CENTER OF CARRYALL ROAD 220. (NOTE 11A.)
 MD0521'
 MD0521'REFERENCE MARK 2, A STANDARD DISK STAMPED ANTWERP NO 2 1932, IS
 MD0521'SET IN THE TOP OF
 MD0521'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 MD0521'INCHES ABOVE THE GROUND SURFACE.  IT
 MD0521'IS 45.0 FEET SOUTH-SOUTHEAST OF A
 MD0521'36-INCH OAK TREE AND 17 FEET SOUTH OF THE CENTER OF
 MD0521'ROAD 220. (NOTE- 11A.)
 MD0521'
 MD0521'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED ANTWERP AZIMUTH
 MD0521'1932, IS SET IN
 MD0521'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 MD0521'THAT PROJECTS 2 INCHES ABOVE THE
 MD0521'GROUND SURFACE.  IT IS 45.0 FEET SOUTH-SOUTHWEST
 MD0521'OF A TELEPHONE POLE NUMBERED 2009-1, 24 FEET SOUTH
 MD0521'OF THE
 MD0521'CENTER OF THE INTERSECTION OF CARRYALL TOWNSHIP ROADS 220 AND 25, AND
 MD0521'3.3 FEET SOUTH OF
 MD0521'A CONCRETE TOWNSHIP ROAD MARKER WHICH PROJECTS 6 FEET
 MD0521'AND IS 6 INCHES SQUARE. (NOTE- 11A.)
 MD0521'
 MD0521'COTTRELL 1963, A STANDARD TRAVERSE STATION DISK STAMPED COTTRELL
 MD0521'1963, IS SET IN
 MD0521'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MD0521'WHICH PROJECTS 2 INCHES ABOVE AN
 MD0521'8-FOOT ROUND CONCRETE CAMERA TARGET
 MD0521'THAT IS ABOUT FLUSH WITH THE GROUND SURFACE.  IT IS
 MD0521'37 FEET SOUTHEAST
 MD0521'OF THE CENTER OF THE ROAD INTERSECTION, 30 FEET SOUTH OF THE CENTER
 MD0521'OF CARRYALL
 MD0521'TOWNSHIP ROAD 220 AND 22 FEET EAST OF THE CENTER OF CARRYALL
 MD0521'TOWNSHIP ROAD 19.
 MD0521'
 MD0521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES NW
 MD0521'OF ANTWERP.
 MD0521'
 MD0521'HEIGHT OF LIGHT ABOVE STATION MARK - 114.3 FEET.
 MD0521
 MD0521                          STATION RECOVERY (1970)
 MD0521
 MD0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 MD0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0523 ***********************************************************************
 MD0523  DESIGNATION -  ANTWERP AZ MK
 MD0523  PID         -  MD0523
 MD0523  STATE/COUNTY-  OH/PAULDING
 MD0523  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0523
 MD0523                         *CURRENT SURVEY CONTROL
 MD0523  ___________________________________________________________________
 MD0523* NAD 83(1986)-  41 13 20.     (N)    084 45 58.     (W)     SCALED    
 MD0523* NAVD 88     -       224.763  (meters)     737.41   (feet)  ADJUSTED  
 MD0523  ___________________________________________________________________
 MD0523  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD0523  DYNAMIC HT  -         224.672 (meters)     737.11  (feet)  COMP
 MD0523  MODELED GRAV-     980,215.0   (mgal)                       NAVD 88
 MD0523
 MD0523  VERT ORDER  -  SECOND    CLASS 0
 MD0523
 MD0523.The horizontal coordinates were scaled from a topographic map and have
 MD0523.an estimated accuracy of +/- 6 seconds.
 MD0523
 MD0523.The orthometric height was determined by differential leveling
 MD0523.and adjusted by the National Geodetic Survey in June 1991..
 MD0523
 MD0523.The geoid height was determined by GEOID03.
 MD0523
 MD0523.The dynamic height is computed by dividing the NAVD 88
 MD0523.geopotential number by the normal gravity value computed on the
 MD0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0523.degrees latitude (g = 980.6199 gals.).
 MD0523
 MD0523.The modeled gravity was interpolated from observed gravity values.
 MD0523
 MD0523;                    North         East    Units  Estimated Accuracy
 MD0523;SPC OH N     -   175,210.      410,010.      MT  (+/- 180 meters Scaled)
 MD0523
 MD0523                          SUPERSEDED SURVEY CONTROL
 MD0523
 MD0523  NGVD 29 (??/??/92)  224.911  (m)          737.90   (f) ADJ UNCH    2 0
 MD0523
 MD0523.Superseded values are not recommended for survey control.
 MD0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0523.See file dsdata.txt to determine how the superseded data were derived.
 MD0523
 MD0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL872658(NAD 83)
 MD0523_MARKER: DR = REFERENCE MARK DISK
 MD0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0523_STAMPING: ANTWERP AZIMUTH 1932
 MD0523_MARK LOGO: CGS   
 MD0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0523+STABILITY: SURFACE MOTION
 MD0523
 MD0523  HISTORY     - Date     Condition        Report By
 MD0523  HISTORY     - 1932     MONUMENTED       CGS
 MD0523  HISTORY     - 1946     GOOD             CGS
 MD0523  HISTORY     - 1970     GOOD             CGS
 MD0523
 MD0523                          STATION DESCRIPTION
 MD0523
 MD0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0523'3.8 MI NW FROM ANTWERP.
 MD0523'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST
 MD0523'OFFICE AT ANTWERP, THENCE ABOUT 0.75 MILE WEST ALONG A GRAVEL
 MD0523'ROAD, ABOUT 0.15 MILE WEST OF A LARGE FARM HOUSE ON THE SOUTH
 MD0523'SIDE OF THE ROAD, ACROSS THE ROAD FROM THE JUNCTION OF A LANE
 MD0523'LEADING NORTH, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD,
 MD0523'45 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A POWER POLE AND
 MD0523'FENCE CORNER, 23 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 MD0523'ROAD, 8 FEET WEST OF THE PROLONGED CENTER LINE OF THE LANE, ABOUT
 MD0523'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD0523'6 INCHES.
 MD0523
 MD0523                          STATION RECOVERY (1970)
 MD0523
 MD0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 MD0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1790 ***********************************************************************
 MD1790  DESIGNATION -  ANTWERP GENERAL TEL MICROWAVE
 MD1790  PID         -  MD1790
 MD1790  STATE/COUNTY-  OH/PAULDING
 MD1790  USGS QUAD   -  ANTWERP (1973)
 MD1790
 MD1790                         *CURRENT SURVEY CONTROL
 MD1790  ___________________________________________________________________
 MD1790* NAD 83(1995)-  41 10 58.75007(N)    084 44 52.01066(W)     ADJUSTED  
 MD1790* NAVD 88     -                                                        
 MD1790  ___________________________________________________________________
 MD1790  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 MD1790  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MD1790
 MD1790  HORZ ORDER  -  THIRD
 MD1790
 MD1790.The horizontal coordinates were established by classical geodetic methods
 MD1790.and adjusted by the National Geodetic Survey in April 1998..
 MD1790
 MD1790
 MD1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1790
 MD1790.The geoid height was determined by GEOID03.
 MD1790
 MD1790;                    North         East     Units Scale Factor Converg.
 MD1790;SPC OH N     -   170,811.536   411,438.523   MT  0.99994116   -1 28 36.0
 MD1790;SPC IN E     -   659,286.252   177,094.305   MT  1.00003979   +0 36 18.3
 MD1790;SPC IN E     - 2,163,008.31    581,016.90   sFT  1.00003979   +0 36 18.3
 MD1790;UTM  16      - 4,561,515.905   688,896.823   MT  1.00003917   +1 29 00.4
 MD1790
 MD1790                          SUPERSEDED SURVEY CONTROL
 MD1790
 MD1790  NAD 83(1986)-  41 10 58.75169(N)    084 44 52.02707(W) AD(       ) 4
 MD1790  NAD 27      -  41 10 58.57273(N)    084 44 52.17520(W) AD(       ) 3
 MD1790
 MD1790.Superseded values are not recommended for survey control.
 MD1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1790.See file dsdata.txt to determine how the superseded data were derived.
 MD1790
 MD1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8889761516(NAD 83)
 MD1790_MARKER: 44 = MICROWAVE MAST
 MD1790
 MD1790  HISTORY     - Date     Condition        Report By
 MD1790  HISTORY     - 1970     FIRST OBSERVED   NGS
 MD1790
 MD1790                          STATION DESCRIPTION
 MD1790
 MD1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1790'THE GENERAL TELEPHONE COMPANY MICROWAVE RELAY MAST KQG 60 IS
 MD1790'LOCATED IN THE
 MD1790'NORTHWEST SECTION OF ANTWERP, AT THE WEST END OF THE
 MD1790'OAK STREET EXTENSION.
 MD1790'
 MD1790'THE STATION IS THE LIGHT AT THE APEX OF THE METAL POLE-TYPE
 MD1790'MAST, PAINTED
 MD1790'ALTERNATE RED AND WHITE, GUYED, AND 300 FEET HIGH.
 MD1790'
 MD1790'THIS MAST WAS ERECTED IN 1968, REPLACING A 175 FOOT MAST LOCATED
 MD1790'ON THE SAME
 MD1790'PREMISES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0522 ***********************************************************************
 MD0522  DESIGNATION -  ANTWERP RM 1
 MD0522  PID         -  MD0522
 MD0522  STATE/COUNTY-  OH/PAULDING
 MD0522  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0522
 MD0522                         *CURRENT SURVEY CONTROL
 MD0522  ___________________________________________________________________
 MD0522* NAD 83(1986)-  41 13 24.     (N)    084 46 31.     (W)     SCALED    
 MD0522* NAVD 88     -       225.598  (meters)     740.15   (feet)  ADJUSTED  
 MD0522  ___________________________________________________________________
 MD0522  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MD0522  DYNAMIC HT  -         225.507 (meters)     739.85  (feet)  COMP
 MD0522  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 MD0522
 MD0522  VERT ORDER  -  SECOND    CLASS 0
 MD0522
 MD0522.The horizontal coordinates were scaled from a topographic map and have
 MD0522.an estimated accuracy of +/- 6 seconds.
 MD0522
 MD0522.The orthometric height was determined by differential leveling
 MD0522.and adjusted by the National Geodetic Survey in June 1991..
 MD0522.WARNING-Repeat measurements at this control monument indicate possible
 MD0522.vertical movement.
 MD0522
 MD0522.The geoid height was determined by GEOID03.
 MD0522
 MD0522.The dynamic height is computed by dividing the NAVD 88
 MD0522.geopotential number by the normal gravity value computed on the
 MD0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0522.degrees latitude (g = 980.6199 gals.).
 MD0522
 MD0522.The modeled gravity was interpolated from observed gravity values.
 MD0522
 MD0522;                    North         East    Units  Estimated Accuracy
 MD0522;SPC OH N     -   175,350.      409,250.      MT  (+/- 180 meters Scaled)
 MD0522
 MD0522                          SUPERSEDED SURVEY CONTROL
 MD0522
 MD0522  NGVD 29 (??/??/92)  225.747  (m)          740.64   (f) ADJ UNCH    2 0
 MD0522
 MD0522.Superseded values are not recommended for survey control.
 MD0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0522.See file dsdata.txt to determine how the superseded data were derived.
 MD0522
 MD0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL864659(NAD 83)
 MD0522_MARKER: DR = REFERENCE MARK DISK
 MD0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0522_STAMPING: ANTWERP NO 1 1932
 MD0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0522+STABILITY: SURFACE MOTION
 MD0522
 MD0522  HISTORY     - Date     Condition        Report By
 MD0522  HISTORY     - 1932     MONUMENTED       CGS
 MD0522  HISTORY     - 1946     GOOD             NGS
 MD0522  HISTORY     - 1970     GOOD             NGS
 MD0522
 MD0522                          STATION DESCRIPTION
 MD0522
 MD0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 MD0522'4.3 MI NW FROM ANTWERP.
 MD0522'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST
 MD0522'OFFICE AT ANTWERP, THENCE ABOUT 1.25 MILES WEST ALONG A GRAVEL
 MD0522'ROAD, AT A CROSS ROAD, 118.5 FEET NORTHEAST OF STATION ANTWERP,
 MD0522'130 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 21
 MD0522'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, JUST
 MD0522'SOUTH OF THREE LARGE GRANITE BOULDERS LYING ON TOP OF THE GROUND,
 MD0522'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MD0522'PROJECTING 4 INCHES.
 MD0522
 MD0522                          STATION RECOVERY (1970)
 MD0522
 MD0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MD0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0520 ***********************************************************************
 MD0520  DESIGNATION -  ANTWERP RM 2
 MD0520  PID         -  MD0520
 MD0520  STATE/COUNTY-  OH/PAULDING
 MD0520  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0520
 MD0520                         *CURRENT SURVEY CONTROL
 MD0520  ___________________________________________________________________
 MD0520* NAD 83(1986)-  41 13 22.     (N)    084 46 34.     (W)     SCALED    
 MD0520* NAVD 88     -       225.641  (meters)     740.29   (feet)  ADJUSTED  
 MD0520  ___________________________________________________________________
 MD0520  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MD0520  DYNAMIC HT  -         225.550 (meters)     739.99  (feet)  COMP
 MD0520  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 MD0520
 MD0520  VERT ORDER  -  SECOND    CLASS 0
 MD0520
 MD0520.The horizontal coordinates were scaled from a topographic map and have
 MD0520.an estimated accuracy of +/- 6 seconds.
 MD0520
 MD0520.The orthometric height was determined by differential leveling
 MD0520.and adjusted by the National Geodetic Survey in June 1991..
 MD0520
 MD0520.The geoid height was determined by GEOID03.
 MD0520
 MD0520.The dynamic height is computed by dividing the NAVD 88
 MD0520.geopotential number by the normal gravity value computed on the
 MD0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0520.degrees latitude (g = 980.6199 gals.).
 MD0520
 MD0520.The modeled gravity was interpolated from observed gravity values.
 MD0520
 MD0520;                    North         East    Units  Estimated Accuracy
 MD0520;SPC OH N     -   175,290.      409,180.      MT  (+/- 180 meters Scaled)
 MD0520
 MD0520                          SUPERSEDED SURVEY CONTROL
 MD0520
 MD0520  NGVD 29 (??/??/92)  225.789  (m)          740.78   (f) ADJ UNCH    2 0
 MD0520
 MD0520.Superseded values are not recommended for survey control.
 MD0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0520.See file dsdata.txt to determine how the superseded data were derived.
 MD0520
 MD0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL864658(NAD 83)
 MD0520_MARKER: DR = REFERENCE MARK DISK
 MD0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0520_STAMPING: ANTWERP NO 2 1932
 MD0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0520+STABILITY: SURFACE MOTION
 MD0520
 MD0520  HISTORY     - Date     Condition        Report By
 MD0520  HISTORY     - 1932     MONUMENTED       CGS
 MD0520  HISTORY     - 1946     GOOD             NGS
 MD0520  HISTORY     - 1970     GOOD             NGS
 MD0520
 MD0520                          STATION DESCRIPTION
 MD0520
 MD0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 MD0520'4.3 MI NW FROM ANTWERP.
 MD0520'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE
 MD0520'AT ANTWERP, THENCE ABOUT 1.25 MILES WEST ALONG A GRAVEL ROAD,
 MD0520'AT A CROSS ROAD, 206 FEET NORTHWEST OF ANTWERP STATION, 160 FEET
 MD0520'WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 45.5 FEET
 MD0520'SOUTHEAST AND ACROSS THE ROAD FROM A 28 INCH OAK TREE, 44.5 FEET
 MD0520'SOUTH OF AND ACROSS THE ROAD FROM A 12 INCH HICKORY TREE, 15
 MD0520'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, AT THE
 MD0520'NORTH EDGE OF A CULTIVATED FIELD, AND SET IN THE TOP OF A
 MD0520'CONCRETE POST PROJECTING 3 INCHES.
 MD0520
 MD0520                          STATION RECOVERY (1970)
 MD0520
 MD0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MD0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8811 ***********************************************************************
 AC8811  SACS        -  This is a Secondary Airport Control Station.
 AC8811  DESIGNATION -  AOH AP STA A
 AC8811  PID         -  AC8811
 AC8811  STATE/COUNTY-  OH/ALLEN
 AC8811  USGS QUAD   -  LIMA (1983)
 AC8811
 AC8811                         *CURRENT SURVEY CONTROL
 AC8811  ___________________________________________________________________
 AC8811* NAD 83(1995)-  40 42 26.21268(N)    084 01 02.54781(W)     ADJUSTED  
 AC8811* NAVD 88     -       296.43   (meters)     972.5    (feet)  GPS OBS   
 AC8811  ___________________________________________________________________
 AC8811  X           -     504,672.078 (meters)                     COMP
 AC8811  Y           -  -4,815,681.030 (meters)                     COMP
 AC8811  Z           -   4,138,006.436 (meters)                     COMP
 AC8811  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 AC8811  ELLIP HEIGHT-         261.80  (meters)          (10/07/05) GPS OBS
 AC8811  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 AC8811
 AC8811  HORZ ORDER  -  FIRST
 AC8811  ELLP ORDER  -  FIFTH     CLASS I
 AC8811
 AC8811.This mark is at Lima Allen County Airport (AOH)
 AC8811
 AC8811.The horizontal coordinates were established by GPS observations
 AC8811.and adjusted by the National Geodetic Survey in May 1997..
 AC8811
 AC8811.The orthometric height was determined by GPS observations and a
 AC8811.high-resolution geoid model.
 AC8811
 AC8811.GPS derived orthometric heights for airport stations designated as
 AC8811.PACS or SACS are published to 2 decimal places.  This maintains
 AC8811.centimeter relative accuracy between the PACS and SACS.  It does
 AC8811.not indicate centimeter accuracy relative to other marks which are
 AC8811.part of the NAVD 88 network.
 AC8811
 AC8811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8811
 AC8811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8811
 AC8811.The ellipsoidal height was determined by GPS observations
 AC8811.and is referenced to NAD 83.
 AC8811
 AC8811.The geoid height was determined by GEOID03.
 AC8811
 AC8811;                    North         East     Units Scale Factor Converg.
 AC8811;SPC OH N     -   116,671.465   471,784.048   MT  0.99995881   -0 59 48.6
 AC8811;UTM  16      - 4,510,542.704   751,967.048   MT  1.00038152   +1 56 46.6
 AC8811;UTM  17      - 4,510,643.054   245,097.028   MT  1.00039984   -1 58 08.3
 AC8811
 AC8811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8811!SPC OH N     -   0.99995893  x   0.99995881  =   0.99991775
 AC8811!UTM  16      -   0.99995893  x   1.00038152  =   1.00034044
 AC8811!UTM  17      -   0.99995893  x   1.00039984  =   1.00035876
 AC8811
 AC8811                          SUPERSEDED SURVEY CONTROL
 AC8811
 AC8811  ELLIP H (05/30/97)  261.85   (m)                       GP(       ) 5 1
 AC8811
 AC8811.Superseded values are not recommended for survey control.
 AC8811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8811.See file dsdata.txt to determine how the superseded data were derived.
 AC8811
 AC8811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL5196710543(NAD 83)
 AC8811_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC8811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8811_STAMPING: AP 1964 STA A
 AC8811_MARK LOGO: CGS   
 AC8811_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8811+STABILITY: SURFACE MOTION
 AC8811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8811+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1999
 AC8811
 AC8811  HISTORY     - Date     Condition        Report By
 AC8811  HISTORY     - 1964     MONUMENTED       CGS
 AC8811  HISTORY     - 19951109 GOOD             NGS
 AC8811  HISTORY     - 19991201 GOOD             NGS
 AC8811
 AC8811                          STATION DESCRIPTION
 AC8811
 AC8811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC8811'NOTE--THIS IS THE SAC STATION.  THE STATION IS LOCATED ABOUT 4 KM
 AC8811'(2.50 MI) SOUTHEAST OF LIMA AT THE ALLEN COUNTY AIRPORT, ALONG THE
 AC8811'NORTH SIDE OF RUNWAY END 27, AND IN LINE WITH THE RUNWAY END.
 AC8811'OWNERSHIP--ALLEN COUNTY, ALLEN COUNTY AIRPORT, 700 AIRPORT DRIVE,
 AC8811'LIMA, OH.  45804.  LINE MANAGER IS TOM RENNER.  CONTACT HIM FOR
 AC8811'PERMISSION TO OCCUPY THIS STATION.  PHONE 419-227-3225.  TO REACH FROM
 AC8811'THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 7 AND FOURTH STREET
 AC8811'(EXIT 124) ON THE SOUTH SIDE OF LIMA, GO EAST ON FOURTH STREET FOR
 AC8811'1.37 KM (0.85 MI) TO THE T-JUNCTION OF BOWMAN ROAD.  TURN RIGHT,
 AC8811'SOUTH, ON BOWMAN ROAD FOR 1.61 KM (1.00 MI) TO A PAVED CROSSROAD
 AC8811'(HANTHORNE ROAD) .  TURN LEFT, EAST, ON HANTHORNE ROAD FOR 1.93 KM
 AC8811'(1.20 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH,
 AC8811'ON AIRPORT DRIVE FOR 0.24 KM (0.15 MI) TO A GATE AT THE APRON.  PASS
 AC8811'THROUGH THE GATE, NORTH, ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO THE
 AC8811'TAXI.  TURN RIGHT, EAST, ALONG THE TAXI FOR 0.88 KM (0.55 MI) TO THE
 AC8811'JUNCTION OF THE RUNWAY AND THE STATION.  THE STATION IS SET IN THE TOP
 AC8811'OF A 30 CM SQUARE CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 38.1
 AC8811'M (125.0 FT) NORTH OF A PK NAIL AT THE CENTER OF THE RUNWAY END, 15.4
 AC8811'M (50.5 FT) NORTH OF THE NORTH EDGE OF THE RUNWAY, AND 12.4 M (40.7
 AC8811'FT) NORTH-NORTHWEST OF THE NORTH THRESHOLD LIGHT.  DESCRIBED BY D.G.
 AC8811'AUG
 AC8811
 AC8811                          STATION RECOVERY (1999)
 AC8811
 AC8811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AC8811'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3436 ***********************************************************************
 AB3436  SACS        -  This is a Secondary Airport Control Station.
 AB3436  DESIGNATION -  AOH AP STA B
 AB3436  PID         -  AB3436
 AB3436  STATE/COUNTY-  OH/ALLEN
 AB3436  USGS QUAD   -  LIMA (1983)
 AB3436
 AB3436                         *CURRENT SURVEY CONTROL
 AB3436  ___________________________________________________________________
 AB3436* NAD 83(1995)-  40 42 26.23106(N)    084 02 09.40029(W)     ADJUSTED  
 AB3436* NAVD 88     -       288.59   (meters)     946.8    (feet)  GPS OBS   
 AB3436  ___________________________________________________________________
 AB3436  X           -     503,110.586 (meters)                     COMP
 AB3436  Y           -  -4,815,838.075 (meters)                     COMP
 AB3436  Z           -   4,138,001.760 (meters)                     COMP
 AB3436  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 AB3436  ELLIP HEIGHT-         253.97  (meters)          (10/07/05) GPS OBS
 AB3436  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 AB3436
 AB3436  HORZ ORDER  -  FIRST
 AB3436  ELLP ORDER  -  FIFTH     CLASS I
 AB3436
 AB3436.This mark is at Lima Allen County Airport (AOH)
 AB3436
 AB3436.The horizontal coordinates were established by GPS observations
 AB3436.and adjusted by the National Geodetic Survey in May 1997..
 AB3436
 AB3436.The orthometric height was determined by GPS observations and a
 AB3436.high-resolution geoid model.
 AB3436
 AB3436.GPS derived orthometric heights for airport stations designated as
 AB3436.PACS or SACS are published to 2 decimal places.  This maintains
 AB3436.centimeter relative accuracy between the PACS and SACS.  It does
 AB3436.not indicate centimeter accuracy relative to other marks which are
 AB3436.part of the NAVD 88 network.
 AB3436
 AB3436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3436
 AB3436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3436
 AB3436.The ellipsoidal height was determined by GPS observations
 AB3436.and is referenced to NAD 83.
 AB3436
 AB3436.The geoid height was determined by GEOID03.
 AB3436
 AB3436;                    North         East     Units Scale Factor Converg.
 AB3436;SPC OH N     -   116,699.499   470,215.069   MT  0.99995881   -1 00 32.5
 AB3436;UTM  16      - 4,510,490.120   750,398.044   MT  1.00037181   +1 56 02.9
 AB3436;UTM  17      - 4,510,697.727   243,528.052   MT  1.00040971   -1 58 52.0
 AB3436
 AB3436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3436!SPC OH N     -   0.99996016  x   0.99995881  =   0.99991897
 AB3436!UTM  16      -   0.99996016  x   1.00037181  =   1.00033196
 AB3436!UTM  17      -   0.99996016  x   1.00040971  =   1.00036986
 AB3436
 AB3436                          SUPERSEDED SURVEY CONTROL
 AB3436
 AB3436  ELLIP H (05/30/97)  254.04   (m)                       GP(       ) 5 1
 AB3436
 AB3436.Superseded values are not recommended for survey control.
 AB3436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3436.See file dsdata.txt to determine how the superseded data were derived.
 AB3436
 AB3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL5039810490(NAD 83)
 AB3436_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3436_STAMPING: AP 1964 STA B
 AB3436_MARK LOGO: CGS   
 AB3436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3436+STABILITY: SURFACE MOTION
 AB3436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3436+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1999
 AB3436
 AB3436  HISTORY     - Date     Condition        Report By
 AB3436  HISTORY     - 1964     MONUMENTED       CGS
 AB3436  HISTORY     - 19900615 GOOD             NGS
 AB3436  HISTORY     - 19951109 GOOD             NGS
 AB3436  HISTORY     - 19991201 GOOD             NGS
 AB3436
 AB3436                          STATION DESCRIPTION
 AB3436
 AB3436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AB3436'THE STATION IS LOCATED AT THE W END OF RUNWAY 9-27, ON LINE WITH THE
 AB3436'END OF THE RUNWAY, 125.0 FT. (38.1 M) N OF THE CENTERLINE, 42.7 FT,
 AB3436'(13.0 M) NNE OF THE N ONE OF EIGHT THRESHOLD LIGHTS.  THE MARK IS A
 AB3436'STANDARD TOPO DISK STAMPED AP 1964 STA B, SET ON A 10-INCH SQUARE
 AB3436'CONCRETE POST FLUSH WITH THE GROUND.
 AB3436
 AB3436                          STATION RECOVERY (1995)
 AB3436
 AB3436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3436'NOTE--THIS IS THE SAC STATION.  THE STATION IS LOCATED ABOUT 4 KM
 AB3436'(2.50 MI) SOUTHEAST OF LIMA AT THE ALLEN COUNTY AIRPORT, ALONG THE
 AB3436'NORTH SIDE OF RUNWAY END 9, AND IN LINE WITH THE RUNWAY END.
 AB3436'OWNERSHIP--ALLEN COUNTY, ALLEN COUNTY AIRPORT, 700 AIRPORT DRIVE,
 AB3436'LIMA, OH.  45804.  LINE MANAGER IS TOM RENNER.  CONTACT HIM FOR
 AB3436'PERMISSION TO OCCUPY THIS STATION.  PHONE 419-227-3225.  TO REACH FROM
 AB3436'THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 7 AND FOURTH STREET
 AB3436'(EXIT 124) ON THE SOUTH SIDE OF LIMA, GO EAST ON FOURTH STREET FOR
 AB3436'1.37 KM (0.85 MI) TO THE T-JUNCTION OF BOWMAN ROAD.  TURN RIGHT,
 AB3436'SOUTH, ON BOWMAN ROAD FOR 1.61 KM (1.00 MI) TO A PAVED CROSSROAD
 AB3436'(HANTHORNE ROAD) .  TURN LEFT, EAST, ON HANTHORNE ROAD FOR 1.93 KM
 AB3436'(1.20 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH,
 AB3436'ON AIRPORT DRIVE FOR 0.24 KM (0.15 MI) TO A GATE AT THE APRON.  PASS
 AB3436'THROUGH THE GATE, NORTH, ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO THE
 AB3436'TAXI.  TURN LEFT, WEST, ALONG THE TAXI FOR 0.72 KM (0.45 MI) TO THE
 AB3436'JUNCTION OF THE RUNWAY AND THE STATION.  THE STATION IS SET IN THE TOP
 AB3436'OF A 30 CM SQUARE CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 38.3
 AB3436'M (125.7 FT) NORTH OF A PK NAIL AT THE CENTER OF THE RUNWAY END, 15.6
 AB3436'M (51.2 FT) NORTH OF THE NORTH EDGE OF THE RUNWAY, AND 13.0 M (42.7
 AB3436'FT) NORTH-NORTHEAST OF THE NORTH THRESHOLD LIGHT.  DESCRIBED BY D.G.
 AB3436'AUG
 AB3436
 AB3436                          STATION RECOVERY (1999)
 AB3436
 AB3436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AB3436'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0004 ***********************************************************************
 LA0004  DESIGNATION -  AOH ARP
 LA0004  PID         -  LA0004
 LA0004  STATE/COUNTY-  OH/ALLEN
 LA0004  USGS QUAD   -  LIMA (1983)
 LA0004
 LA0004                         *CURRENT SURVEY CONTROL
 LA0004  ___________________________________________________________________
 LA0004* NAD 83(1995)-  40 42 26.22136(N)    084 01 35.82416(W)     ADJUSTED  
 LA0004* NAVD 88     -       291.849  (meters)     957.51   (feet)  ADJUSTED  
 LA0004  ___________________________________________________________________
 LA0004  X           -     503,894.795 (meters)                     COMP
 LA0004  Y           -  -4,815,758.834 (meters)                     COMP
 LA0004  Z           -   4,138,003.718 (meters)                     COMP
 LA0004  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 LA0004  ELLIP HEIGHT-         257.32  (meters)          (10/07/05) GPS OBS
 LA0004  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 LA0004  DYNAMIC HT  -         291.703 (meters)     957.03  (feet)  COMP
 LA0004  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 LA0004
 LA0004  HORZ ORDER  -  THIRD
 LA0004  VERT ORDER  -  SECOND    CLASS 0
 LA0004  ELLP ORDER  -  FIFTH     CLASS I
 LA0004
 LA0004.This mark is at Lima Allen County Airport (AOH)
 LA0004
 LA0004.The horizontal coordinates were established by GPS observations
 LA0004.and adjusted by the National Geodetic Survey in May 1997..
 LA0004
 LA0004.The orthometric height was determined by differential leveling
 LA0004.and adjusted by the National Geodetic Survey in June 1991..
 LA0004
 LA0004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0004
 LA0004.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0004
 LA0004.The ellipsoidal height was determined by GPS observations
 LA0004.and is referenced to NAD 83.
 LA0004
 LA0004.The geoid height was determined by GEOID03.
 LA0004
 LA0004.The dynamic height is computed by dividing the NAVD 88
 LA0004.geopotential number by the normal gravity value computed on the
 LA0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0004.degrees latitude (g = 980.6199 gals.).
 LA0004
 LA0004.The modeled gravity was interpolated from observed gravity values.
 LA0004
 LA0004;                    North         East     Units Scale Factor Converg.
 LA0004;SPC OH N     -   116,685.363   471,003.075   MT  0.99995881   -1 00 10.5
 LA0004;UTM  16      - 4,510,516.473   751,186.064   MT  1.00037668   +1 56 24.9
 LA0004;UTM  17      - 4,510,670.212   244,316.058   MT  1.00040475   -1 58 30.0
 LA0004
 LA0004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0004!SPC OH N     -   0.99995964  x   0.99995881  =   0.99991845
 LA0004!UTM  16      -   0.99995964  x   1.00037668  =   1.00033630
 LA0004!UTM  17      -   0.99995964  x   1.00040475  =   1.00036437
 LA0004
 LA0004|---------------------------------------------------------------------|
 LA0004| PID    Reference Object                     Distance      Geod. Az  |
 LA0004|                                                           dddmmss.s |
 LA0004| LA0005 A 290                               310.194 METERS 18205     |
 LA0004|---------------------------------------------------------------------|
 LA0004
 LA0004                          SUPERSEDED SURVEY CONTROL
 LA0004
 LA0004  ELLIP H (05/30/97)  257.34   (m)                       GP(       ) 5 1
 LA0004  NGVD 29 (??/??/92)  292.019  (m)          958.07   (f) ADJ UNCH    2 0
 LA0004
 LA0004.Superseded values are not recommended for survey control.
 LA0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0004.See file dsdata.txt to determine how the superseded data were derived.
 LA0004
 LA0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL5118610516(NAD 83)
 LA0004_MARKER: DT = TOPOGRAPHIC STATION DISK
 LA0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0004_STAMPING: ARP 1964
 LA0004_MARK LOGO: CGS   
 LA0004_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0004+STABILITY: SURFACE MOTION
 LA0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0004+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1995
 LA0004
 LA0004  HISTORY     - Date     Condition        Report By
 LA0004  HISTORY     - 1964     MONUMENTED       CGS
 LA0004  HISTORY     - 1972     GOOD             NGS
 LA0004  HISTORY     - 1987     GOOD             USPSQD
 LA0004  HISTORY     - 19900615 GOOD             NGS
 LA0004  HISTORY     - 19951109 GOOD             NGS
 LA0004
 LA0004                          STATION DESCRIPTION
 LA0004
 LA0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LA0004'4.3 MI E FROM LIMA.
 LA0004'THE STATION IS LOCATED AT THE ALLEN COUNTY AIRPORT, ABOUT 900
 LA0004'FEET NORTH OF THE PASSENGER TERMINAL BUILDING, ON LINE WITH THE
 LA0004'EAST EDGE OF THE TAXIWAY ORIGINATING AT THE PARKING RAMP, 50 FT.
 LA0004'NORTH OF THE NORTH EDGE OF THE EAST-WEST RUNWAY.  THE MARK IS
 LA0004'SET IN A 10-INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 LA0004'THE GROUND.
 LA0004
 LA0004                          STATION RECOVERY (1972)
 LA0004
 LA0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LA0004'RECOVERED IN GOOD CONDITION.
 LA0004
 LA0004                          STATION RECOVERY (1987)
 LA0004
 LA0004'RECOVERY NOTE BY US POWER SQUADRON 1987 (PMB)
 LA0004'RECOVERED IN GOOD CONDITION.
 LA0004
 LA0004                          STATION RECOVERY (1990)
 LA0004
 LA0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LA0004'THE STATION IS LOCATED ABOUT 900 FT. (274.3 M) N OF THE PASSENGER
 LA0004'TERMINAL BUILDING, ON LINE WITH THE E EDGE OF THE TAXIWAY ORIGINATING
 LA0004'AT THE PARKING RAMP, 50 FT. (15.2 M) N OF THE N EDGE OF THE RUNWAY.
 LA0004'THE MARK IS A STANDARD TOPO DISK STAMPED, ARP 1964, SET IN A 10-INCH
 LA0004'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 LA0004
 LA0004                          STATION RECOVERY (1995)
 LA0004
 LA0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 LA0004'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHEAST OF LIMA AT THE
 LA0004'ALLEN COUNTY AIRPORT, ALONG THE NORTH SIDE OF RUNWAY 9-27, ABOUT IN
 LA0004'LINE WITH THE EAST SIDE OF THE CONNECTOR TAXI FROM THE APRON, AND NEAR
 LA0004'MIDFIELD.  OWNERSHIP--ALLEN COUNTY, ALLEN COUNTY AIRPORT, 700 AIRPORT
 LA0004'DRIVE, LIMA, OH.  45804.  LINE MANAGER IS TOM RENNER. CONTACT HIM FOR
 LA0004'PERMISSION TO OCCUPY THIS STATION.  PHONE 419-227-3225.  TO REACH FROM
 LA0004'THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 7 AND FOURTH STREET
 LA0004'(EXIT 124) ON THE SOUTH SIDE OF LIMA, GO EAST ON FOURTH STREET FOR
 LA0004'1.37 KM (0.85 MI) TO THE T-JUNCTION OF BOWMAN ROAD.  TURN RIGHT,
 LA0004'SOUTH, ON BOWMAN ROAD FOR 1.61 KM (1.00 MI) TO A PAVED CROSSROAD
 LA0004'(HANTHORNE ROAD) .  TURN LEFT, EAST, ON HANTHORNE ROAD FOR 1.93 KM
 LA0004'(1.20 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH,
 LA0004'ON AIRPORT DRIVE FOR 0.24 KM (0.15 MI) TO A GATE AT THE APRON.  PASS
 LA0004'THROUGH THE GATE, THEN BEAR RIGHT, NORTHEAST, ACROSS THE APRON AND
 LA0004'ALONG THE MIDFIELD CONNECTOR TAXI FOR 0.21 KM (0.15 MI) TO THE RUNWAY.
 LA0004'CONTINUE NORTH, CROSSING THE RUNWAY FOR 0.08 KM (0.05 MI) TO THE
 LA0004'STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 30 CM SQUARE
 LA0004'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 15.5 M (50.9 FT) NORTH
 LA0004'OF THE NORTH EDGE OF THE RUNWAY, 37.6 M (123.4 FT) NORTHEAST OF RUNWAY
 LA0004'LIGHT NUMBER R133, AND 26.1 M (85.6 FT) NORTHWEST OF RUNWAY LIGHT
 LA0004'NUMBER R132.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1803 ***********************************************************************
 KY1803  DESIGNATION -  APPLE
 KY1803  PID         -  KY1803
 KY1803  STATE/COUNTY-  OH/WAYNE
 KY1803  USGS QUAD   -  CRESTON (1994)
 KY1803
 KY1803                         *CURRENT SURVEY CONTROL
 KY1803  ___________________________________________________________________
 KY1803* NAD 83(1995)-  40 53 11.35571(N)    081 55 04.51958(W)     ADJUSTED  
 KY1803* NAVD 88     -       359.731  (meters)    1180.22   (feet)  ADJUSTED  
 KY1803  ___________________________________________________________________
 KY1803  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 KY1803  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1803  DYNAMIC HT  -         359.569 (meters)    1179.69  (feet)  COMP
 KY1803  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 KY1803
 KY1803  HORZ ORDER  -  SECOND
 KY1803  VERT ORDER  -  SECOND    CLASS 0
 KY1803
 KY1803.The horizontal coordinates were established by classical geodetic methods
 KY1803.and adjusted by the National Geodetic Survey in April 1998..
 KY1803
 KY1803.The orthometric height was determined by differential leveling
 KY1803.and adjusted by the National Geodetic Survey in June 1991..
 KY1803
 KY1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1803
 KY1803.The geoid height was determined by GEOID03.
 KY1803
 KY1803.The dynamic height is computed by dividing the NAVD 88
 KY1803.geopotential number by the normal gravity value computed on the
 KY1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1803.degrees latitude (g = 980.6199 gals.).
 KY1803
 KY1803.The modeled gravity was interpolated from observed gravity values.
 KY1803
 KY1803;                    North         East     Units Scale Factor Converg.
 KY1803;SPC OH N     -   135,619.659   649,054.048   MT  0.99994412   +0 22 56.6
 KY1803;UTM  17      - 4,526,561.734   422,668.574   MT  0.99967360   -0 36 03.1
 KY1803
 KY1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1803!SPC OH N     -   0.99994877  x   0.99994412  =   0.99989289
 KY1803!UTM  17      -   0.99994877  x   0.99967360  =   0.99962238
 KY1803
 KY1803:                Primary Azimuth Mark                     Grid Az
 KY1803:SPC OH N     -  SMITHVILLE MUNICIPAL TANK                116 53 11.5
 KY1803:UTM  17      -  SMITHVILLE MUNICIPAL TANK                117 52 11.2
 KY1803
 KY1803|---------------------------------------------------------------------|
 KY1803| PID    Reference Object                     Distance      Geod. Az  |
 KY1803|                                                           dddmmss.s |
 KY1803| KY3497 SMITHVILLE MUNICIPAL TANK           APPROX. 5.6 KM 1171608.1 |
 KY1803| KY1805 APPLE RM 1                           40.511 METERS 20959     |
 KY1803| KY1804 APPLE 2                              26.125 METERS 22513     |
 KY1803| KY1802 APPLE RM 2                           14.725 METERS 29510     |
 KY1803| CC9706 APPLE AZ MK                                        3384312.1 |
 KY1803|---------------------------------------------------------------------|
 KY1803
 KY1803                          SUPERSEDED SURVEY CONTROL
 KY1803
 KY1803  NAD 83(1986)-  40 53 11.36407(N)    081 55 04.52642(W) AD(       ) 2
 KY1803  NAD 27      -  40 53 11.15592(N)    081 55 05.00992(W) AD(       ) 2
 KY1803  NGVD 29 (??/??/92)  359.946  (m)         1180.92   (f) ADJ UNCH    2 0
 KY1803
 KY1803.Superseded values are not recommended for survey control.
 KY1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1803.See file dsdata.txt to determine how the superseded data were derived.
 KY1803
 KY1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2266926562(NAD 83)
 KY1803_MARKER: DS = TRIANGULATION STATION DISK
 KY1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1803_STAMPING: APPLE 1959
 KY1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1803+STABILITY: SURFACE MOTION
 KY1803
 KY1803  HISTORY     - Date     Condition        Report By
 KY1803  HISTORY     - 1959     MONUMENTED       CGS
 KY1803  HISTORY     - 1959     GOOD             CGS
 KY1803  HISTORY     - 1971     SEE DESCRIPTION  NGS
 KY1803  HISTORY     - 1971     GOOD             NGS
 KY1803
 KY1803                          STATION DESCRIPTION
 KY1803
 KY1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY1803'THE STATION IS ABOUT 6 MILES NORTH OF WOOSTER, 3-1/2 MILES NORTHWEST
 KY1803'OF SMITHVILLE, 2 MILES NORTH OF
 KY1803'MADISONBURG, IN THE NORTHEAST QUARTER OF SECTION 10, T 16 N, R 13 W,
 KY1803'ON PROPERTY OWNED BY MR. VICTOR
 KY1803'BRINKER.
 KY1803'
 KY1803'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN MADISONBURG, GO
 KY1803'NORTHERLY ON STATE HIGHWAY 3
 KY1803'FOR 1.45 MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 3
 KY1803'FOR 0.45 MILE TO THE TOP OF THE
 KY1803'RIDGE AND THE STATION ON THE RIGHT.
 KY1803'
 KY1803'STATION MARKS ARE STANDARD DISKS STAMPED APPLE 1959.  THE SURFACE
 KY1803'DISK IS SET IN A SQUARE
 KY1803'CONCRETE POST FLUSH WITH THE SURFACE OF A TRIANGLE BLAZE ON A LONE
 KY1803'18-INCH DICIDUOUS TREE AND
 KY1803'31.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE.  THE UNDERGROUND
 KY1803'DISK IS SET IN AN IRREGULAR MASS OF
 KY1803'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 KY1803'
 KY1803'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED APPLE N 1 1959, IS SET
 KY1803'IN A SQUARE CONCRETE POST
 KY1803'WHICH PROJECTS 4 INCHES.  IT IS 47 FEET SOUTH OF A POWERLINE POLE,
 KY1803'36.5 FEET EAST OF THE PAINTED
 KY1803'CENTER LINE OF HIGHWAY 3 AND 36 FEET NORTH OF THE CENTERLINE
 KY1803'OF A DRIVEWAY.
 KY1803'
 KY1803'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED APPLE NO 2 1959, IS SET
 KY1803'IN A SQUARE CONCRETE POST
 KY1803'WHICH PROJECTS 4 INCHES.  IT IS 48 FEET NORTHWEST OF THE TRIANGLE
 KY1803'BLAZE ON THE LONE 18-INCH DECIDUOUS
 KY1803'TREE, 46 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE AND
 KY1803'38.5 FEET EAST OF THE PAINTED CENTER LINE OF
 KY1803'HIGHWAY 3.  A STANDARD METAL WITNESS POST
 KY1803'WAS SET 1.8 FEET SOUTH OF THE MARK.
 KY1803'
 KY1803'AZIMUTH MARK A STANDARD DISK STAMPED APPLE 1959, IS SET IN A SQUARE
 KY1803'CONCRETE POST FLUSH WITH THE
 KY1803'SURFACE OF THE GROUND.  IT IS 66 FEET SOUTH OF THE SOUTHEAST CORNER
 KY1803'OF A BARN, 15 FEET SOUTH OF THE
 KY1803'CENTERLINE OF THE GRAVEL ROAD, 11 FEET WEST OF THE CENTERLINE
 KY1803'OF A TRACK ROAD AND 1.5 FEET EAST OF A
 KY1803'POWERLINE POLE WITH A TRANSFORMER.
 KY1803'
 KY1803'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 3 FOR
 KY1803'0.2 MILE TO A GRAVEL SIDE ROAD
 KY1803'ON THE LEFT.  TURN LEFT AND GO WEST ON THE GRAVEL ROAD 0.1 MILE TO
 KY1803'THE AZIMUTH MARK ON THE LEFT.
 KY1803
 KY1803                          STATION RECOVERY (1959)
 KY1803
 KY1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KY1803'2 MI NE FROM MADISONBURG.
 KY1803'ABOUT 2.05 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE
 KY1803'INTERSECTION OF ROAD 86 AT MADISONBURG, 1.0 MILE NORTH OF THE
 KY1803'HIGHWAY BRIDGE OVER LITTLE APPLE CREEK, 45 YARDS NORTH OF THE TOP
 KY1803'OF GRADE, 84 FEET EAST OF THE CENTER LINE OF HIGHWAY 3, 48.3
 KY1803'FEET EAST-SOUTHEAST OF RM 2, 132.6 FEET NORTH-NORTHEAST OF RM 1,
 KY1803'32 1/2 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF CONCRETE
 KY1803'BLOCK FOUNDATION OF OLD HOUSE, 31 1/2 FEET SOUTH OF THE SOUTHWEST
 KY1803'CORNER OF SAME HOUSE, 45 FEET NORTHEAST OF A 24-INCH CHERRY
 KY1803'TREE, 91 FEET NORTHEAST OF POWER LINE POLE 77 CL 2 12, AND SET
 KY1803'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KY1803
 KY1803                          STATION RECOVERY (1971)
 KY1803
 KY1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KY1803'THE STATION MARK, REFERENCE MARKS AND THE AZIUTH MARK WERE FOUND IN
 KY1803'GOOD CONDITION.  A
 KY1803'CONCRETE BLOCK FOUNDATION HAS BEEN PUT AT THE STATION
 KY1803'SITE AND A VERY OLD HOUSE MOVED ON
 KY1803'IT.  IT IS THOUGHT THAT ANY ADDITIONAL
 KY1803'WORK OR REPAIRS ON THE HOUSE MAY DISTURB OR EVEN
 KY1803'DESTROYED THE STATION
 KY1803'MARK AND A NEW STATION APPLE 2 1971 WAS ESTABLISHED.  THE DISTANCE
 KY1803'AND DIRECTION TO
 KY1803'THE REFERENCE MARKS CHECKED.  THE MARKS WERE LEFT INTACT.
 KY1803'A NEW DESCRIPTION FOLLOWS-
 KY1803'
 KY1803'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF WOOSTER, IN THE NE 1/4
 KY1803'OF SEC. 10,
 KY1803'T-16-N, R-13-W, 85 FEET EAST OF THE CENTERLINE OF STATE
 KY1803'HIGHWAY 3, 4 FEET WEST OF THE
 KY1803'NORTHWEST CORNER OF THE HOUSE, AND 31
 KY1803'FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE.
 KY1803'THE MONUMENT IS 10
 KY1803'INCHES UNDERGROUND AND THE DISK IS STAMPED APPLE 1959.  (NOTE 1A
 KY1803'7A)
 KY1803'
 KY1803'TO REACH THE STATION FROM THE TRAFFIC LIGHT (CLEVELAND DR. AND
 KY1803'SMITHVILLE WESTERN
 KY1803'RD.) IN MADISONBURG, GO NORTH ON HIGHWAY 3 FOR 2.1
 KY1803'MILES TO THE STATION ON THE RIGHT.
 KY1803'CONTINUE NORTH ON THE HIGHWAY FOR
 KY1803'0.2 MILE TO A DRIVEWAY LEFT.  TURN LEFT ON THE LANE
 KY1803'AND GO WEST FOR 0.1
 KY1803'MILE TO THE AZIMUTH MARK ON THE LEFT.
 KY1803'
 KY1803'REFERENCE MARK 1 IS 37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 KY1803'11 FEET NORTH OF
 KY1803'THE CENTERLINE OF A DRIVEWAY AND 47 FEET SOUTH OF A
 KY1803'POWER POLE.  THE MONUMENT IS FLUSH
 KY1803'AND THE DISK IS STAMPED APPLE NO 1
 KY1803'1959.
 KY1803'
 KY1803'REFERENCE MARK 2 IS 47 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY,
 KY1803'38 FEET EAST OF
 KY1803'THE CENTERLINE OF THE HIGHWAY, 40 FEET SOUTHWEST OF THE
 KY1803'SOUTHWEST CORNER OF HOUSE AND 1
 KY1803'FOOT NORTH OF A METAL WITNESS POST.  THE
 KY1803'MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS
 KY1803'STAMPED APPLE NO 2 1959.
 KY1803'
 KY1803'THE AZIMUTH MARK IS 66 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 KY1803'BARN, 11 FEET WEST
 KY1803'OF THE CENTERLINE OF FIELD ROAD, 15 FEET SOUTH OF THE
 KY1803'CENTERLINE OF THE LANE AND 1.5 FEET
 KY1803'EAST OF A POWER POLE.  THE MONUMENT
 KY1803'IS FLUSH AND THE DISK IS STAMPED APPLE 1959.
 KY1803'
 KY1803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES NORTH OF
 KY1803'MADISONBURG
 KY1803'
 KY1803'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KY1803
 KY1803                          STATION RECOVERY (1971)
 KY1803
 KY1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KY1803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3065 ***********************************************************************
 JZ3065  DESIGNATION -  APPLE
 JZ3065  PID         -  JZ3065
 JZ3065  STATE/COUNTY-  OH/MONTGOMERY
 JZ3065  USGS QUAD   -  BROOKVILLE (1987)
 JZ3065
 JZ3065                         *CURRENT SURVEY CONTROL
 JZ3065  ___________________________________________________________________
 JZ3065* NAD 83(1995)-  39 47 20.55207(N)    084 24 21.66801(W)     ADJUSTED  
 JZ3065* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 JZ3065  ___________________________________________________________________
 JZ3065  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 JZ3065  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JZ3065
 JZ3065  HORZ ORDER  -  FIRST
 JZ3065
 JZ3065.The horizontal coordinates were established by classical geodetic methods
 JZ3065.and adjusted by the National Geodetic Survey in May 1999..
 JZ3065
 JZ3065.The orthometric height was scaled from a topographic map.
 JZ3065
 JZ3065.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3065
 JZ3065.The geoid height was determined by GEOID03.
 JZ3065
 JZ3065;                    North         East     Units Scale Factor Converg.
 JZ3065;SPC OH S     -   200,333.230   436,756.456   MT  0.99996080   -1 12 33.9
 JZ3065;UTM  16      - 4,407,562.318   722,115.207   MT  1.00020742   +1 39 38.6
 JZ3065
 JZ3065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3065!SPC OH S     -   0.99995834  x   0.99996080  =   0.99991914
 JZ3065!UTM  16      -   0.99995834  x   1.00020742  =   1.00016575
 JZ3065
 JZ3065:                Primary Azimuth Mark                     Grid Az
 JZ3065:SPC OH S     -  CULVERT                                  091 19 35.8
 JZ3065:UTM  16      -  CULVERT                                  088 27 23.3
 JZ3065
 JZ3065|---------------------------------------------------------------------|
 JZ3065| PID    Reference Object                     Distance      Geod. Az  |
 JZ3065|                                                           dddmmss.s |
 JZ3065| JZ3066 CULVERT                             APPROX. 0.9 KM 0900701.9 |
 JZ3065|---------------------------------------------------------------------|
 JZ3065
 JZ3065                          SUPERSEDED SURVEY CONTROL
 JZ3065
 JZ3065  NAD 83(1995)-  39 47 20.55198(N)    084 24 21.66814(W) AD(       ) 1
 JZ3065  NAD 83(1986)-  39 47 20.56449(N)    084 24 21.66562(W) AD(       ) 1
 JZ3065  NAD 27      -  39 47 20.36000(N)    084 24 21.84900(W) AD(       ) 1
 JZ3065
 JZ3065.Superseded values are not recommended for survey control.
 JZ3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3065.See file dsdata.txt to determine how the superseded data were derived.
 JZ3065
 JZ3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2211507562(NAD 83)
 JZ3065_MARKER: DS = TRIANGULATION STATION DISK
 JZ3065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3065_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3065_MARK LOGO: CGS   
 JZ3065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3065+STABILITY: SURFACE MOTION
 JZ3065
 JZ3065  HISTORY     - Date     Condition        Report By
 JZ3065  HISTORY     - 1927     MONUMENTED       CGS
 JZ3065
 JZ3065                          STATION DESCRIPTION
 JZ3065
 JZ3065'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3065'STATION IS 3-1/2 MILES DUE S OF BROOKVILLE.  IT IS ON THE AMITY ROAD
 JZ3065'1505.7 METERS (4939.9 FEET) E OF THE JOHNSVILLE- BROOKVILLE ROAD.
 JZ3065'IT IS 3.35 METERS (11.0 FEET) N OF FENCE ON THE S SIDE OF THE ROAD,
 JZ3065'2.65 METERS (8.70 FEET) S OF CENTER OF ROAD AND 61.60 METERS
 JZ3065'(202.1 FEET) E OF CENTER LINE OF DRIVEWAY TO HOUSE OF JOHN STONER.
 JZ3065'
 JZ3065'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3065'
 JZ3065'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1804 ***********************************************************************
 KY1804  DESIGNATION -  APPLE 2
 KY1804  PID         -  KY1804
 KY1804  STATE/COUNTY-  OH/WAYNE
 KY1804  USGS QUAD   -  CRESTON (1994)
 KY1804
 KY1804                         *CURRENT SURVEY CONTROL
 KY1804  ___________________________________________________________________
 KY1804* NAD 83(1995)-  40 53 10.75907(N)    081 55 05.31158(W)     ADJUSTED  
 KY1804* NAVD 88     -       359.50   (+/-2cm)    1179.5    (feet)  VERTCON   
 KY1804  ___________________________________________________________________
 KY1804  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 KY1804  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1804
 KY1804  HORZ ORDER  -  THIRD
 KY1804  VERT ORDER  -  THIRD (See Below)
 KY1804
 KY1804.The horizontal coordinates were established by classical geodetic methods
 KY1804.and adjusted by the National Geodetic Survey in April 1998..
 KY1804.No horizontal observational check was made to the station.
 KY1804
 KY1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY1804.The vertical order pertains to the NGVD 29 superseded value.
 KY1804
 KY1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1804
 KY1804.The geoid height was determined by GEOID03.
 KY1804
 KY1804;                    North         East     Units Scale Factor Converg.
 KY1804;SPC OH N     -   135,601.132   649,035.631   MT  0.99994413   +0 22 56.1
 KY1804;UTM  17      - 4,526,543.531   422,649.847   MT  0.99967364   -0 36 03.6
 KY1804
 KY1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1804!SPC OH N     -   0.99994880  x   0.99994413  =   0.99989293
 KY1804!UTM  17      -   0.99994880  x   0.99967364  =   0.99962246
 KY1804
 KY1804|---------------------------------------------------------------------|
 KY1804| PID    Reference Object                     Distance      Geod. Az  |
 KY1804|                                                           dddmmss.s |
 KY1804| KY1802 APPLE RM 2                           25.219 METERS 01157     |
 KY1804| KY1803 APPLE                                26.125 METERS 04513     |
 KY1804| KY1805 APPLE RM 1                           16.772 METERS 18548     |
 KY1804| CC9706 APPLE AZ MK                                        3430311.4 |
 KY1804|---------------------------------------------------------------------|
 KY1804
 KY1804                          SUPERSEDED SURVEY CONTROL
 KY1804
 KY1804  NAD 83(1986)-  40 53 10.76743(N)    081 55 05.31841(W) AD(       ) 3
 KY1804  NAD 27      -  40 53 10.55927(N)    081 55 05.80188(W) AD(       ) 3
 KY1804  NGVD 29 (10/13/05)  359.72   (m)         1180.2    (f) RESET       3  
 KY1804
 KY1804.Superseded values are not recommended for survey control.
 KY1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1804.See file dsdata.txt to determine how the superseded data were derived.
 KY1804
 KY1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2265026544(NAD 83)
 KY1804_MARKER: DB = BENCH MARK DISK
 KY1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1804_STAMPING: APPLE 2 1971
 KY1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1804+STABILITY: SURFACE MOTION
 KY1804
 KY1804  HISTORY     - Date     Condition        Report By
 KY1804  HISTORY     - 1971     MONUMENTED       NGS
 KY1804  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 KY1804  HISTORY     - 1971     GOOD             NGS
 KY1804
 KY1804                          STATION DESCRIPTION
 KY1804
 KY1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KY1804'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF WOOSTER, 2 MILES
 KY1804'NORTH OF
 KY1804'MADISONBURG, IN THE NE 1/4 OF SEC. 10, T-16-N, R-13-W, ON ROAD
 KY1804'RIGHT-OF-WAY, 33 FEET EAST
 KY1804'OF THE CENTERLINE OF STATE HIGHWAY 3, 7 FEET
 KY1804'NORTH OF A POWER POLE, 34 FEET SOUTH OF THE
 KY1804'CENTERLINE OF A DRIVEWAY
 KY1804'AND 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 KY1804'BLOCK FOUNDATION
 KY1804'OF A 2 STORY FRAME HOUSE.  THE MONUMENT IS FLUSH AND THE DISK
 KY1804'IS STAMPED APPLE 2 1971.
 KY1804'
 KY1804'TO REACH THE STATION FROM THE TRAFFIC LIGHT (INTERSECTION OF
 KY1804'CLEVELAND DR. AND
 KY1804'SMITHVILLE WESTERN RD.) AT MADISONBURG, GO NORTH ON STATE
 KY1804'HIGHWAY 3 FOR 2.1 MILES TO
 KY1804'THE STATION ON THE RIGHT.  CONTINUE NORTH ON
 KY1804'THE HIGHWAY FOR 0.2 MILE TO A FARM LANE ON
 KY1804'THE LEFT.  TURN LEFT AND GO
 KY1804'WEST ON THE LANE FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 KY1804'LEFT.
 KY1804'
 KY1804'REFERENCE MARK 1 IS 37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 KY1804'11 FEET NORTH OF
 KY1804'THE CENTERLINE OF A DRIVEWAY AND 47 FEET SOUTH OF A
 KY1804'POWER POLE.  THE MONUMENT IS FLUSH
 KY1804'AND THE DISK IS STAMPED APPLE NO 1
 KY1804'1959.
 KY1804'
 KY1804'REFERENCE MARK 2 IS 47 FEET NORTH OF THE CENTERLINE OF DRIVEWAY,
 KY1804'38 FEET EAST OF
 KY1804'THE CENTERLINE OF HIGHWAY, 40 FEET SOUTHWEST OF THE
 KY1804'SOUTHWEST CORNER OF A HOUSE AND 1
 KY1804'FOOT NORTH OF A METAL WITNESS POST.
 KY1804'THE MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS
 KY1804'STAMPED APPLE NO 2
 KY1804'1959.
 KY1804'
 KY1804'THE AZIMUTH MARK IS 66 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN,
 KY1804'11 FEET WEST OF THE CENTERLINE OF
 KY1804'A FIELD ROAD, 15 FEET SOUTH OF THE CENTERLINE OF THE LANE AND 1.5
 KY1804'FEET EAST OF A POWER POLE.  THE
 KY1804'MONUMENT IS FLUSH AND THE DISK IS STAMPED APPLE 1959.
 KY1804'
 KY1804'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KY1804
 KY1804                          STATION RECOVERY (1971)
 KY1804
 KY1804'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KY1804'APPLE 2 1971 GOOD - NEW
 KY1804'AZI APPLE 1959
 KY1804'GOOD-NO WITNESS
 KY1804'
 KY1804'DESCRIPTION IS ACCURATE.
 KY1804
 KY1804                          STATION RECOVERY (1971)
 KY1804
 KY1804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KY1804'2.1 MI N FROM MADISONBURG.
 KY1804'2.1 MILES NORTH ALONG STATE HIGHWAY 3 FROM THE TRAFFIC LIGHT
 KY1804'AT MADISONBURG, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 KY1804'7 FEET NORTH OF A POWER POLE, 34 FEET SOUTH OF THE CENTERLINE
 KY1804'OF A DRIVEWAY, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KY1804'CONCRETE BLOCK FOUNDATION OF A 2 STORY FRAME HOUSE, SET IN THE
 KY1804'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3489 ***********************************************************************
 KY3489  DESIGNATION -  APPLE CREEK STATE HOSP STACK
 KY3489  PID         -  KY3489
 KY3489  STATE/COUNTY-  OH/WAYNE
 KY3489  USGS QUAD   -  ORRVILLE (1994)
 KY3489
 KY3489                         *CURRENT SURVEY CONTROL
 KY3489  ___________________________________________________________________
 KY3489* NAD 83(1995)-  40 46 06.55570(N)    081 49 57.91320(W)     ADJUSTED  
 KY3489* NAVD 88     -                                                        
 KY3489  ___________________________________________________________________
 KY3489  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 KY3489  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KY3489
 KY3489  HORZ ORDER  -  THIRD
 KY3489
 KY3489.The horizontal coordinates were established by classical geodetic methods
 KY3489.and adjusted by the National Geodetic Survey in April 1998..
 KY3489
 KY3489
 KY3489.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3489
 KY3489.The geoid height was determined by GEOID03.
 KY3489
 KY3489;                    North         East     Units Scale Factor Converg.
 KY3489;SPC OH N     -   122,568.163   656,331.652   MT  0.99995270   +0 26 18.1
 KY3489;UTM  17      - 4,513,391.045   429,719.288   MT  0.99966079   -0 32 37.7
 KY3489
 KY3489                          SUPERSEDED SURVEY CONTROL
 KY3489
 KY3489  NAD 83(1986)-  40 46 06.56458(N)    081 49 57.91818(W) AD(       ) 4
 KY3489  NAD 27      -  40 46 06.36395(N)    081 49 58.41895(W) AD(       ) 3
 KY3489
 KY3489.Superseded values are not recommended for survey control.
 KY3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3489.See file dsdata.txt to determine how the superseded data were derived.
 KY3489
 KY3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2971913391(NAD 83)
 KY3489
 KY3489  HISTORY     - Date     Condition        Report By
 KY3489  HISTORY     - 1959     MONUMENTED       CGS
 KY3489
 KY3489                          STATION DESCRIPTION
 KY3489
 KY3489'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3489'THE STATION IS THE TOP CENTER OF THE STACK WHICH IS ABOUT
 KY3489'5 MILES EAST OF
 KY3489'WOOSTER, 2.5 MILES NORTH OF APPLE CREEK, 1.5 MILES SOUTH OF U.S.
 KY3489'HIGHWAY 30 AND ON LAND OWNED BY THE
 KY3489'APPLE CREEK, STATE HOSPITAL.
 KY3489'
 KY3489'IT IS A LARGE RED BRICK STRUCTURE AND IS ABOUT 200 FEET HIGH.
 KY3489'
 KY3489'NOTE.  THE STATION WAS NOT VISITED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3490 ***********************************************************************
 KY3490  DESIGNATION -  APPLE CREEK STATE HOSP TANK
 KY3490  PID         -  KY3490
 KY3490  STATE/COUNTY-  OH/WAYNE
 KY3490  USGS QUAD   -  ORRVILLE (1994)
 KY3490
 KY3490                         *CURRENT SURVEY CONTROL
 KY3490  ___________________________________________________________________
 KY3490* NAD 83(1995)-  40 46 06.61295(N)    081 49 56.73786(W)     ADJUSTED  
 KY3490* NAVD 88     -                                                        
 KY3490  ___________________________________________________________________
 KY3490  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 KY3490  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KY3490
 KY3490  HORZ ORDER  -  THIRD
 KY3490
 KY3490.The horizontal coordinates were established by classical geodetic methods
 KY3490.and adjusted by the National Geodetic Survey in April 1998..
 KY3490
 KY3490
 KY3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3490
 KY3490.The geoid height was determined by GEOID03.
 KY3490
 KY3490;                    North         East     Units Scale Factor Converg.
 KY3490;SPC OH N     -   122,570.140   656,359.201   MT  0.99995270   +0 26 18.8
 KY3490;UTM  17      - 4,513,392.549   429,746.859   MT  0.99966075   -0 32 37.0
 KY3490
 KY3490                          SUPERSEDED SURVEY CONTROL
 KY3490
 KY3490  NAD 83(1986)-  40 46 06.62176(N)    081 49 56.74282(W) AD(       ) 4
 KY3490  NAD 27      -  40 46 06.42147(N)    081 49 57.24377(W) AD(       ) 3
 KY3490
 KY3490.Superseded values are not recommended for survey control.
 KY3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3490.See file dsdata.txt to determine how the superseded data were derived.
 KY3490
 KY3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2974713393(NAD 83)
 KY3490
 KY3490  HISTORY     - Date     Condition        Report By
 KY3490  HISTORY     - 1959     MONUMENTED       CGS
 KY3490
 KY3490                          STATION DESCRIPTION
 KY3490
 KY3490'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3490'THE STATION IS THE BALL ATOP THE WATER TANK WHICH IS ABOUT
 KY3490'2.5 MILES NORTH OF
 KY3490'APPLE CREEK, 1.5 MILES SOUTH OF U.S. HIGHWAY 30, 5 MILES EAST OF
 KY3490'WOOSTER, AND ON LAND OWNED BY THE
 KY3490'APPLE CREEK, STATE HOSPITAL.
 KY3490'
 KY3490'IT IS A FOUR-LEGGED STEEL STRUCTURE WHICH SUPPORTS THE TANK
 KY3490'AND IS ABOUT 90
 KY3490'FEET HIGH.  THE TANK IS PAINTED SILVER.
 KY3490'
 KY3490'NOTE- THE STATION WAS NOT VISITED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1805 ***********************************************************************
 KY1805  DESIGNATION -  APPLE RM 1
 KY1805  PID         -  KY1805
 KY1805  STATE/COUNTY-  OH/WAYNE
 KY1805  USGS QUAD   -  CRESTON (1994)
 KY1805
 KY1805                         *CURRENT SURVEY CONTROL
 KY1805  ___________________________________________________________________
 KY1805* NAD 83(1986)-  40 53 11.     (N)    081 55 05.     (W)     SCALED    
 KY1805* NAVD 88     -       359.533  (meters)    1179.57   (feet)  ADJUSTED  
 KY1805  ___________________________________________________________________
 KY1805  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1805  DYNAMIC HT  -         359.371 (meters)    1179.04  (feet)  COMP
 KY1805  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 KY1805
 KY1805  VERT ORDER  -  SECOND    CLASS 0
 KY1805
 KY1805.The horizontal coordinates were scaled from a topographic map and have
 KY1805.an estimated accuracy of +/- 6 seconds.
 KY1805
 KY1805.The orthometric height was determined by differential leveling
 KY1805.and adjusted by the National Geodetic Survey in June 1991..
 KY1805
 KY1805.The geoid height was determined by GEOID03.
 KY1805
 KY1805.The dynamic height is computed by dividing the NAVD 88
 KY1805.geopotential number by the normal gravity value computed on the
 KY1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1805.degrees latitude (g = 980.6199 gals.).
 KY1805
 KY1805.The modeled gravity was interpolated from observed gravity values.
 KY1805
 KY1805;                    North         East    Units  Estimated Accuracy
 KY1805;SPC OH N     -   135,610.      649,040.      MT  (+/- 180 meters Scaled)
 KY1805
 KY1805                          SUPERSEDED SURVEY CONTROL
 KY1805
 KY1805  NGVD 29 (??/??/92)  359.747  (m)         1180.27   (f) ADJ UNCH    2 0
 KY1805
 KY1805.Superseded values are not recommended for survey control.
 KY1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1805.See file dsdata.txt to determine how the superseded data were derived.
 KY1805
 KY1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF226265(NAD 83)
 KY1805_MARKER: DR = REFERENCE MARK DISK
 KY1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1805_STAMPING: APPLE NO 1 1959
 KY1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1805+STABILITY: SURFACE MOTION
 KY1805
 KY1805  HISTORY     - Date     Condition        Report By
 KY1805  HISTORY     - 1959     MONUMENTED       CGS
 KY1805  HISTORY     - 1971     GOOD             NGS
 KY1805
 KY1805                          STATION DESCRIPTION
 KY1805
 KY1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1805'2 MI NE FROM MADISONBURG.
 KY1805'ABOUT 2.05 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE
 KY1805'INTERSECTION OF ROAD 86 AT MADISONBURG, 36 1/2 FEET EAST OF THE
 KY1805'CENTER LINE OF THE HIGHWAY AND AT TOP OF GRADES, 47 1/2 FEET
 KY1805'SOUTH OF POWER LINE POLE 77 CL 2 12, 137.6 FEET SOUTH OF RM 2,
 KY1805'132.6 FEET SOUTH-SOUTHWEST OF STATION APPLE, 35 FEET NORTH OF THE
 KY1805'CENTER LINE OF A DRIVE LEADING EAST TO A TWO-STORY HOUSE, ABOUT
 KY1805'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A
 KY1805'CONCRETE POST PROJECTING 3 INCHES.
 KY1805
 KY1805                          STATION RECOVERY (1971)
 KY1805
 KY1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KY1805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1802 ***********************************************************************
 KY1802  DESIGNATION -  APPLE RM 2
 KY1802  PID         -  KY1802
 KY1802  STATE/COUNTY-  OH/WAYNE
 KY1802  USGS QUAD   -  CRESTON (1994)
 KY1802
 KY1802                         *CURRENT SURVEY CONTROL
 KY1802  ___________________________________________________________________
 KY1802* NAD 83(1986)-  40 53 11.     (N)    081 55 05.     (W)     SCALED    
 KY1802* NAVD 88     -       358.981  (meters)    1177.76   (feet)  ADJUSTED  
 KY1802  ___________________________________________________________________
 KY1802  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1802  DYNAMIC HT  -         358.819 (meters)    1177.23  (feet)  COMP
 KY1802  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 KY1802
 KY1802  VERT ORDER  -  SECOND    CLASS 0
 KY1802
 KY1802.The horizontal coordinates were scaled from a topographic map and have
 KY1802.an estimated accuracy of +/- 6 seconds.
 KY1802
 KY1802.The orthometric height was determined by differential leveling
 KY1802.and adjusted by the National Geodetic Survey in June 1991..
 KY1802
 KY1802.The geoid height was determined by GEOID03.
 KY1802
 KY1802.The dynamic height is computed by dividing the NAVD 88
 KY1802.geopotential number by the normal gravity value computed on the
 KY1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1802.degrees latitude (g = 980.6199 gals.).
 KY1802
 KY1802.The modeled gravity was interpolated from observed gravity values.
 KY1802
 KY1802;                    North         East    Units  Estimated Accuracy
 KY1802;SPC OH N     -   135,610.      649,040.      MT  (+/- 180 meters Scaled)
 KY1802
 KY1802                          SUPERSEDED SURVEY CONTROL
 KY1802
 KY1802  NGVD 29 (??/??/92)  359.195  (m)         1178.46   (f) ADJ UNCH    2 0
 KY1802
 KY1802.Superseded values are not recommended for survey control.
 KY1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1802.See file dsdata.txt to determine how the superseded data were derived.
 KY1802
 KY1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF226265(NAD 83)
 KY1802_MARKER: DR = REFERENCE MARK DISK
 KY1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1802_STAMPING: APPLE NO 2 1959
 KY1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1802+STABILITY: SURFACE MOTION
 KY1802
 KY1802  HISTORY     - Date     Condition        Report By
 KY1802  HISTORY     - 1959     MONUMENTED       CGS
 KY1802
 KY1802                          STATION DESCRIPTION
 KY1802
 KY1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1802'2 MI NE FROM MADISONBURG.
 KY1802'ABOUT 2.05 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE
 KY1802'INTERSECTION OF ROAD 86 AT MADISONBURG, 38 FEET EAST OF THE
 KY1802'CENTER LINE OF THE HIGHWAY, 48.3 FEET WEST-NORTHWEST OF STATION
 KY1802'APPLE, 137.6 FEET NORTH OF RM 1, 90 1/2 FEET NORTH OF POWER
 KY1802'LINE POLE 77 CL 2 12, 63 1/2 FEET SOUTH OF THE CENTER LINE OF A
 KY1802'DRIVE LEADING EAST TO AN OLD HOUSE, 1 1/2 FEET NORTH OF A STEEL
 KY1802'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 KY1802'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1920 ***********************************************************************
 KZ1920  DESIGNATION -  APRON
 KZ1920  PID         -  KZ1920
 KZ1920  STATE/COUNTY-  OH/RICHLAND
 KZ1920  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ1920
 KZ1920                         *CURRENT SURVEY CONTROL
 KZ1920  ___________________________________________________________________
 KZ1920* NAD 83(1995)-  40 48 57.67065(N)    082 30 48.41967(W)     ADJUSTED  
 KZ1920* NAVD 88     -       394.9    (meters)    1296.     (feet)  GPS OBS   
 KZ1920  ___________________________________________________________________
 KZ1920  X           -     629,870.302 (meters)                     COMP
 KZ1920  Y           -  -4,793,034.099 (meters)                     COMP
 KZ1920  Z           -   4,147,217.950 (meters)                     COMP
 KZ1920  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 KZ1920  ELLIP HEIGHT-         361.10  (meters)          (10/07/05) GPS OBS
 KZ1920  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KZ1920
 KZ1920  HORZ ORDER  -  THIRD
 KZ1920  ELLP ORDER  -  FOURTH    CLASS I
 KZ1920
 KZ1920.This mark is at Mansfield Lahm Municipal Airport (MFD)
 KZ1920
 KZ1920.The horizontal coordinates were established by GPS observations
 KZ1920.and adjusted by the National Geodetic Survey in August 1997..
 KZ1920
 KZ1920.The orthometric height was determined by GPS observations and a
 KZ1920.high-resolution geoid model.
 KZ1920
 KZ1920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1920
 KZ1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1920
 KZ1920.The ellipsoidal height was determined by GPS observations
 KZ1920.and is referenced to NAD 83.
 KZ1920
 KZ1920.The geoid height was determined by GEOID03.
 KZ1920
 KZ1920;                    North         East     Units Scale Factor Converg.
 KZ1920;SPC OH N     -   127,630.919   598,865.307   MT  0.99994874   -0 00 31.8
 KZ1920;UTM  17      - 4,519,435.834   372,361.082   MT  0.99980052   -0 59 21.7
 KZ1920
 KZ1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1920!SPC OH N     -   0.99994336  x   0.99994874  =   0.99989210
 KZ1920!UTM  17      -   0.99994336  x   0.99980052  =   0.99974389
 KZ1920
 KZ1920|---------------------------------------------------------------------|
 KZ1920| PID    Reference Object                     Distance      Geod. Az  |
 KZ1920|                                                           dddmmss.s |
 KZ1920| CE6143 APRON RM 1                           21.945 METERS 06709     |
 KZ1920| AF7817 APRON RM 3                           21.942 METERS 06717     |
 KZ1920| KZ1924 AIRPORT BCN MANSFIELD MUN APT       170.173 METERS 16103     |
 KZ1920| AF7816 APRON RM 2                           23.113 METERS 18239     |
 KZ1920| KZ1929 MANSFIELD WEST MUNICIPAL TANK       APPROX. 8.5 KM 2302626.6 |
 KZ1920| KZ1928 MANSFIELD SINCLAIR PLINE MAST       APPROX. 8.6 KM 2341715.2 |
 KZ1920| KZ1931 MANSFIELD FISHER BODY WATER TK      APPROX. 8.8 KM 2362213.2 |
 KZ1920| AB3474 MFD ARP                             386.140 METERS 34349     |
 KZ1920| KZ1919 PORT                                APPROX. 1.3 KM 3562739.8 |
 KZ1920|---------------------------------------------------------------------|
 KZ1920
 KZ1920                          SUPERSEDED SURVEY CONTROL
 KZ1920
 KZ1920  ELLIP H (08/11/97)  361.13   (m)                       GP(       ) 4 1
 KZ1920  NAD 83(1986)-  40 48 57.67294(N)    082 30 48.42997(W) AD(       ) 2
 KZ1920  NAD 27      -  40 48 57.46914(N)    082 30 48.82010(W) AD(       ) 2
 KZ1920
 KZ1920.Superseded values are not recommended for survey control.
 KZ1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1920.See file dsdata.txt to determine how the superseded data were derived.
 KZ1920
 KZ1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7236119436(NAD 83)
 KZ1920_MARKER: DS = TRIANGULATION STATION DISK
 KZ1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1920_STAMPING: APRON 1959
 KZ1920_MARK LOGO: CGS   
 KZ1920_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1920+STABILITY: SURFACE MOTION
 KZ1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1920+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1997
 KZ1920
 KZ1920  HISTORY     - Date     Condition        Report By
 KZ1920  HISTORY     - 1959     MONUMENTED       CGS
 KZ1920  HISTORY     - 1963     SEE DESCRIPTION  CGS
 KZ1920  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KZ1920  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KZ1920  HISTORY     - 1971     GOOD             OHHD
 KZ1920  HISTORY     - 1975     GOOD             NGS
 KZ1920  HISTORY     - 1978     GOOD             LOCENG
 KZ1920  HISTORY     - 1979     GOOD             NGS
 KZ1920  HISTORY     - 19950927 GOOD             NGS
 KZ1920  HISTORY     - 19970930 GOOD             NGS
 KZ1920
 KZ1920                          STATION DESCRIPTION
 KZ1920
 KZ1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1920'THE STATION IS ON THE MANSFIELD MUN. AIRPORT, ABOUT 4.0 MILES NORTH
 KZ1920'OF MANSFIELD.
 KZ1920'
 KZ1920'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND U.S.
 KZ1920'HIGHWAY 30 (MANSFIELD
 KZ1920'EXPRESSWAY) ON THE NORTH EDGE OF MANSFIELD, GO NORTH ON STATE HIGHWAY
 KZ1920'13 FOR 1.0 MILE TO A FORK IN THE
 KZ1920'ROAD.  BEAR LEFT AND CONTINUE NORTHERLY ON AIRPORT RD.
 KZ1920'FOR 1.45 MILE TO THE NEW AIRLINE TERMINAL
 KZ1920'BUILDING ON THE RIGHT (NOW UNDER CONSTRUCTION)
 KZ1920'AND THE STATION ON THE LEFT.
 KZ1920'
 KZ1920'STATION MARKS ARE STANDARD DISKS STAMPED APRON 1959.  THE SURFACE
 KZ1920'DISK IS SET IN A SQUARE
 KZ1920'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 183 FEET
 KZ1920'WEST OF THE SOUTHWEST CORNER OF
 KZ1920'THE ADMINISTRATION BUILDING, 160.5 FEET NORTHWEST OF THE
 KZ1920'NORTHWEST CORNER OF THE NEW AIRLINE
 KZ1920'TERMINAL BUILDING, 170 FEET SOUTH OF THE SOUTH
 KZ1920'EDGE OF AN EAST-WEST TAXI STRIP AND 102 FEET NORTHEAST
 KZ1920'OF THE NORTHWEST CORNER OF A
 KZ1920'PARKING AREA.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KZ1920'CONCRETE 30 INCHES BELOW THE
 KZ1920'SURFACE OF THE GROUND.
 KZ1920'
 KZ1920'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED APRON NO 1 1959, IS SET
 KZ1920'IN A SQUARE CONCRETE
 KZ1920'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 110.5 FEET WEST OF
 KZ1920'THE SOUTHWEST CORNER OF THE
 KZ1920'ADMINISTRATION BUILDING AND 118.5 FEET NORTHWEST OF THE
 KZ1920'NORTHWEST CORNER OF THE NEW AIRLINE TERMINAL
 KZ1920'BUILDING.
 KZ1920'
 KZ1920'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED APRON NO 2 1959, IS SET
 KZ1920'IN A SQUARE CONCRETE
 KZ1920'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 27.5 FEET NORTHEAST
 KZ1920'OF THE NORTHWEST CORNER OF THE
 KZ1920'PARKING AREA AND 145.5 FEET WEST OF THE NORTHWEST
 KZ1920'CORNER OF THE NEW AIRLINE TERMINAL BUILDING.
 KZ1920'
 KZ1920'NOTE- AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KZ1920'TRIANGULATION STATION
 KZ1920'PORT MAY BE USED AS AN AZIMUTH MARK.
 KZ1920
 KZ1920                          STATION RECOVERY (1963)
 KZ1920
 KZ1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FBM)
 KZ1920'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH ALL MARKS AS
 KZ1920'DESCRIBED
 KZ1920
 KZ1920                          STATION RECOVERY (1967)
 KZ1920
 KZ1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 KZ1920'ALL MARKS RECOVERED.  RM 1 HAS THE DISK SHEARED OFF BY SNOW REMOVAL
 KZ1920'EQUIPMENT.  THE OTHER MARKS ARE IN
 KZ1920'GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS OTHERWISE GOOD.
 KZ1920
 KZ1920                          STATION RECOVERY (1969)
 KZ1920
 KZ1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KZ1920'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 KZ1920'FOUND IN GOOD
 KZ1920'CONDITION.  THE DISK FOR REFERENCE MARK NO. 1 HAD BEEN
 KZ1920'POPPED FROM THE SHANK BY A
 KZ1920'SNOWPLOW, HOWEVER, THE CONCRETE MONUMENT
 KZ1920'WAS COMPLETELY SOLID.  A BELL SHAPED
 KZ1920'EXCAVATION WAS CHISELED INTO THE
 KZ1920'TOP OF THE MONUMENT AND THE OLD SHANK REMOVED, AFTER
 KZ1920'WHICH A NEW DISK
 KZ1920'STAMPED APRON 1959 NO 3 1969 WAS CEMENTED INTO THE BELL SHAPED HOLE.
 KZ1920'THE STATION WAS
 KZ1920'OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED.  A DISCREPANCY
 KZ1920'OF - 0.03 OF A FOOT WAS NOTED IN
 KZ1920'THE HORIZONTAL MEASURED DISTANCE
 KZ1920'BETWEEN THE STATION AND REFERENCE MARK NO. 2.
 KZ1920'
 KZ1920'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KZ1920'
 KZ1920'THE STATION IS AT THE MANSFIELD MUNICIPAL AIRPORT (LAHN FIELD)
 KZ1920'ABOUT 4 MILES
 KZ1920'NORTH OF MANSFIELD, AND IN A MOWED AREA NORTHWEST OF
 KZ1920'THE AIRPORT TERMINAL BUILDING.
 KZ1920'
 KZ1920'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 30
 KZ1920'(MANSFIELD
 KZ1920'EXPRESSWAY) AND STATE ROUTE 13 AT THE NORTH EDGE OF MANSFIELD,
 KZ1920'GO NORTH ON STATE ROUTE 13
 KZ1920'FOR 1.0 MILE TO AIRPORT ROAD ON THE LEFT AND
 KZ1920'SIGN LAHN FIELD.  HERE BEAR LEFT AND CONTINUE
 KZ1920'NORTHERLY ON AIRPORT
 KZ1920'ROAD FOR 1.45 MILES TO THE TERMINAL BUILDING ON THE RIGHT AT A
 KZ1920'CUL-DE-SAC
 KZ1920'DRIVE AND THE STATION ON THE LEFT IN A GRASSY PLOT NORTH OF
 KZ1920'THE PARKING LOT.
 KZ1920'
 KZ1920'THE STATION IS 160.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 KZ1920'OF THE TERMINAL
 KZ1920'BUILDING, 160 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 KZ1920'THE PARKING LOT FENCE, 102 FEET
 KZ1920'WEST OF THE NORTHWEST CORNER OF FENCE
 KZ1920'AT GATE INTO APRON DRIVEWAY, 101 FEET NORTH OF THE
 KZ1920'PARKING LOT FENCE,
 KZ1920'AND 87 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PAVED
 KZ1920'APRON.  IT IS A
 KZ1920'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH,
 KZ1920'CONCRETE MONUMENT AND THE
 KZ1920'DISK IS STAMPED APRON 1959.  NOTES 1A AND 7A.
 KZ1920'
 KZ1920'REFERENCE MARK NO. 2 IS 154 FEET WEST OF THE SOUTHWEST CORNER OF
 KZ1920'THE TERMINAL
 KZ1920'BUILDING, 100 FEET WEST OF THE NORTHEAST CORNER OF THE
 KZ1920'PARKING LOT FENCE, 93 FEET
 KZ1920'EAST-NORTHEAST OF THE NORTHWEST CORNER OF
 KZ1920'THE PARKING LOT FENCE, AND 24 FEET NORTH OF
 KZ1920'THE PARKING LOT FENCE.
 KZ1920'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 KZ1920'FLUSH,
 KZ1920'CONCRETE MONUMENT AND THE DISK IS STAMPED APRON NO 2 1959.  NOTE 11A.
 KZ1920'
 KZ1920'REFERENCE MARK NO. 3 IS 118 FEET NORTHWEST OF THE NORTHWEST CORNER
 KZ1920'OF THE TERMINAL
 KZ1920'BUILDING, 63 FEET NORTH-NORTHWEST OF THE NORTHWEST
 KZ1920'CORNER OF FENCE AT GATE INTO APRON
 KZ1920'DRIVEWAY, 25 FEET WEST-NORTHWEST
 KZ1920'OF THE SOUTHWEST CORNER OF THE PAVED APRON, AND 20
 KZ1920'FEET WEST OF THE
 KZ1920'WEST EDGE OF THE APRON PAVEMENT.  IT IS A STANDARD DISK SET IN THE
 KZ1920'TOP OF A 10-INCH,
 KZ1920'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 KZ1920'STAMPED APRON 1959 NO 3 1969.  NOTE
 KZ1920'11A.
 KZ1920'
 KZ1920'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2
 KZ1920'AND REFERENCE MARK
 KZ1920'NO. 3 IS 124.95-FEET - (38.085) METERS.
 KZ1920'
 KZ1920'TRAVERSE STATION PORT 1959 WILL SERVE AS THE AZIMUTH MARK FOR
 KZ1920'THIS STATION.  SEE
 KZ1920'DESCRIPTION THEREOF.
 KZ1920'
 KZ1920'DUE TO ALL MARKS BEING IN A LAWN AND TENDED AREA, NO WITNESS
 KZ1920'POST WERE SET.
 KZ1920'
 KZ1920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 4.0 MILES
 KZ1920'NORTH OF MANSFIELD.
 KZ1920
 KZ1920                          STATION RECOVERY (1971)
 KZ1920
 KZ1920'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1920'APRON 1959 RECOVERED GOOD - NO WITNESS IN LAWN.
 KZ1920'
 KZ1920'APRON NO. 3 1959 AND 1969 RECOVERED GOOD - NO WITNESS IN LAWN.
 KZ1920'
 KZ1920'ARPON NO. 2 1959 RECOVERED GOOD - NO WITNESS IN LAWN.
 KZ1920'
 KZ1920'REF. NO. 3 APPEARS TO BE SET IN SOME PLACE AS REF. NO. 1.  ALL
 KZ1920'REFERENCES TO THE NEW TERMINAL ARE ACCURATE.  THERE IS NO
 KZ1920'ADMINISTRATION BUILDING IN THIS AREA.
 KZ1920'
 KZ1920'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES + OR - N. OF
 KZ1920'MANSFIELD.
 KZ1920
 KZ1920                          STATION RECOVERY (1975)
 KZ1920
 KZ1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DAH)
 KZ1920'THE STATION MARK, REFERENCE MARK 2 AND 3 WERE RECOVERED AS DESCRIBED
 KZ1920'IN GOOD CONDITION.
 KZ1920'
 KZ1920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.0 MILES
 KZ1920'NORTH OF MANSFIELD.
 KZ1920
 KZ1920                          STATION RECOVERY (1978)
 KZ1920
 KZ1920'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (REF)
 KZ1920'APRON 1959 RECOVERED GOOD.
 KZ1920'
 KZ1920'APRON NO. 1 1959 RECOVERED GOOD.
 KZ1920'
 KZ1920'APRON NO. 2 1959 RECOVERED GOOD.
 KZ1920'
 KZ1920'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES NORTH OF
 KZ1920'MANSFIELD.
 KZ1920
 KZ1920                          STATION RECOVERY (1979)
 KZ1920
 KZ1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (MWJ)
 KZ1920'THIS STATION WAS RECOVERED AS DESCRIBED AS WERE REFERENCE MARKS
 KZ1920'2 AND 3.
 KZ1920'
 KZ1920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE MANSFIELD
 KZ1920'LAHM MUNICIPAL AIRPORT.
 KZ1920
 KZ1920                          STATION RECOVERY (1995)
 KZ1920
 KZ1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ1920'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTH OF MANSFIELD AT THE
 KZ1920'MANSFIELD LAHM MUNICIPAL AIRPORT, JUST WEST OF THE ADMINISTRATION
 KZ1920'BUILDING.  OWNERSHIP--CITY OF MANSFIELD, 2000 HARRINGTON MEMORIAL
 KZ1920'ROAD, MANSFIELD, OH 44903.  AIRPORT MANAGER IS RALPH T.  BLODGETT.
 KZ1920'MAINTENANCE SUPERVISOR IS BRUCE BAUMAN.  PHONE 419-522-2191.  CALL ONE
 KZ1920'DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM
 KZ1920'THE JUNCTION OF STATE HIGHWAY 13 AND U.S.  HIGHWAY 30 (MANSFIELD
 KZ1920'EXPRESSWAY) ON THE NORTH EDGE OF MANSFIELD, GO NORTH ON STATE HIGHWAY
 KZ1920'13 FOR 1.61 KM (1.00 MI) TO A FORK IN THE ROAD.  BEAR LEFT, NORTH, ON
 KZ1920'AIRPORT ROAD FOR 2.33 KM (1.45 MI) TO THE TERMINAL BUILDING ON THE
 KZ1920'RIGHT AND THE STATION ON THE LEFT.  THE STATION IS SET IN THE TOP OF A
 KZ1920'SQUARE CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 55.8 M (183.1
 KZ1920'FT) WEST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 48.9
 KZ1920'M (160.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE NEW AIRLINE
 KZ1920'TERMINAL BUILDING, 51.8 M (169.9 FT) SOUTH OF THE SOUTH EDGE OF AN
 KZ1920'EAST-WEST TAXI, AND 31.1 M (102.0 FT) NORTHEAST OF THE NORTHWEST
 KZ1920'CORNER OF A PARKING AREA.  THE UNDERGROUND MARK IS SET O.92 M BELOW
 KZ1920'THE GROUND SURFACE.  DESCRIBED BY J.D.D., TYPED BY D.G.A.
 KZ1920
 KZ1920                          STATION RECOVERY (1997)
 KZ1920
 KZ1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 KZ1920'RECOVERED AS DESCRIBED WITH NOTES.  AIRPORT MANAGER IS RICHARD
 KZ1920'NASIPAK.  AIRPORT ROAD IS NOW CALLED HARRINGTON MEMORIAL ROAD.  THE
 KZ1920'STATION IS A CGS TOPOGRAPHIC STATION DISK IN A 25 CM (10 IN) SQUARED
 KZ1920'CONCRETE POST.  THE FORMER ADMINISTRATION BUILDING IS NOW A
 KZ1920'RESTAURANT.  THE STATION IS LOCATED 23.0 M (75.5 FT) NORTH FROM APRON
 KZ1920'RM 2 AND 21.9 M (71.9 FT) SOUTHWEST FROM APRON RM 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF7816 ***********************************************************************
 AF7816  DESIGNATION -  APRON RM 2
 AF7816  PID         -  AF7816
 AF7816  STATE/COUNTY-  OH/RICHLAND
 AF7816  USGS QUAD   -  MANSFIELD NORTH (1982)
 AF7816
 AF7816                         *CURRENT SURVEY CONTROL
 AF7816  ___________________________________________________________________
 AF7816* NAD 83(1995)-  40 48 56.92219(N)    082 30 48.46514(W)     ADJUSTED  
 AF7816* NAVD 88     -       395.0    (meters)    1296.     (feet)  GPS OBS   
 AF7816  ___________________________________________________________________
 AF7816  X           -     629,871.220 (meters)                     COMP
 AF7816  Y           -  -4,793,049.261 (meters)                     COMP
 AF7816  Z           -   4,147,200.528 (meters)                     COMP
 AF7816  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 AF7816  ELLIP HEIGHT-         361.18  (meters)          (10/07/05) GPS OBS
 AF7816  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 AF7816
 AF7816  HORZ ORDER  -  THIRD
 AF7816  ELLP ORDER  -  FOURTH    CLASS I
 AF7816
 AF7816.The horizontal coordinates were established by GPS observations
 AF7816.and adjusted by the National Geodetic Survey in May 1998..
 AF7816
 AF7816.The orthometric height was determined by GPS observations and a
 AF7816.high-resolution geoid model.
 AF7816
 AF7816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7816
 AF7816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7816
 AF7816.The ellipsoidal height was determined by GPS observations
 AF7816.and is referenced to NAD 83.
 AF7816
 AF7816.The geoid height was determined by GEOID03.
 AF7816
 AF7816;                    North         East     Units Scale Factor Converg.
 AF7816;SPC OH N     -   127,607.832   598,864.238   MT  0.99994875   -0 00 31.8
 AF7816;UTM  17      - 4,519,412.773   372,359.618   MT  0.99980053   -0 59 21.8
 AF7816
 AF7816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7816!SPC OH N     -   0.99994335  x   0.99994875  =   0.99989210
 AF7816!UTM  17      -   0.99994335  x   0.99980053  =   0.99974389
 AF7816
 AF7816:                Primary Azimuth Mark                     Grid Az
 AF7816:SPC OH N     -  MFD ARP                                  344 52 07.1
 AF7816:UTM  17      -  MFD ARP                                  345 50 57.1
 AF7816
 AF7816|---------------------------------------------------------------------|
 AF7816| PID    Reference Object                     Distance      Geod. Az  |
 AF7816|                                                           dddmmss.s |
 AF7816| AB3474 MFD ARP                             408.084 METERS 3445135.3 |
 AF7816|---------------------------------------------------------------------|
 AF7816
 AF7816                          SUPERSEDED SURVEY CONTROL
 AF7816
 AF7816  ELLIP H (05/28/98)  361.19   (m)                       GP(       ) 4 1
 AF7816
 AF7816.Superseded values are not recommended for survey control.
 AF7816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7816.See file dsdata.txt to determine how the superseded data were derived.
 AF7816
 AF7816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7236019413(NAD 83)
 AF7816_MARKER: DR = REFERENCE MARK DISK
 AF7816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7816_STAMPING: APRON NO 2 1959
 AF7816_MARK LOGO: CGS   
 AF7816_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7816+STABILITY: SURFACE MOTION
 AF7816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7816+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1997
 AF7816
 AF7816  HISTORY     - Date     Condition        Report By
 AF7816  HISTORY     - 1959     MONUMENTED       CGS
 AF7816  HISTORY     - 19970930 GOOD             NGS
 AF7816
 AF7816                          STATION DESCRIPTION
 AF7816
 AF7816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AF7816'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTH FROM MANSFIELD AT
 AF7816'THE MANSFIELD LAHM MUNICIPAL AIRPORT, EAST FROM THE TOWER AND WEST
 AF7816'FROM THE TERMINUS OF HARRINGTON MEMORIAL ROAD.  OWNERSHIP--CITY OF
 AF7816'MANSFIELD, 2000 HARRINGTON MEMORIAL ROAD, MANSFIELD OH 44903. AIRPORT
 AF7816'MANAGER IS RICHARD NASIPAK, PHONE (419) 522-2191. MAINTAINANCE
 AF7816'SUPERVISOR IS BRUCE BAUMAN.  CALL AT LEAST ONE WORKING DAY IN ADVANCE
 AF7816'FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH THE STATION FROM
 AF7816'STATE HIGHWAY 13 AT THE US HIGHWAY 30 OVERPASS ON THE NORTH SIDE OF
 AF7816'MANSFIELD, GO NORTH ON STATE HIGHWAY 13 FOR 1.5 KM (0.95 MI) TO A FORK
 AF7816'IN THE ROAD.  BEAR LEFT AND GO NORTH ON HARRINGTON MEMORIAL ROAD FOR
 AF7816'2.4 KM (1.50 MI) TO A GATE AHEAD, A YELLOW BRICK AND GLASS BUILDING ON
 AF7816'RIGHT, AND THE STATION ON LEFT PAST THE PERIMETER FENCE.  THE MARK IS
 AF7816'A CGS REFERENCE DISK SET IN A 25 CM (10 IN) SQUARED CONCRETE POST.
 AF7816'THE STATION IS LOCATED 38.1 M (125.0 FT) SOUTHWEST FROM APRON RM 3,
 AF7816'23.1 M (75.8 FT) SOUTH FROM STATION APRON, 2.1 M (6.9 FT)
 AF7816'WEST-NORTHWEST FROM A 6 FT (1.8 M) TALL PIPE IN CONCRETE IN THE
 AF7816'PERIMETER FENCE, 1.3 M (4.3 FT) NORTH-NORTHWEST FROM A FIBERGLASS NGS
 AF7816'WITNESS POST SET ALONG THE FOUR FT TALL CHAIN LINK PERIMETER FENCE.
 AF7816'THE MARK IS RECESSED 10 CM (4 IN) BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF7817 ***********************************************************************
 AF7817  DESIGNATION -  APRON RM 3
 AF7817  PID         -  AF7817
 AF7817  STATE/COUNTY-  OH/RICHLAND
 AF7817  USGS QUAD   -  MANSFIELD NORTH (1982)
 AF7817
 AF7817                         *CURRENT SURVEY CONTROL
 AF7817  ___________________________________________________________________
 AF7817* NAD 83(1995)-  40 48 57.94542(N)    082 30 47.55608(W)     ADJUSTED  
 AF7817* NAVD 88     -       395.0    (meters)    1296.     (feet)  GPS OBS   
 AF7817  ___________________________________________________________________
 AF7817  X           -     629,889.655 (meters)                     COMP
 AF7817  Y           -  -4,793,026.021 (meters)                     COMP
 AF7817  Z           -   4,147,224.411 (meters)                     COMP
 AF7817  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 AF7817  ELLIP HEIGHT-         361.17  (meters)          (10/07/05) GPS OBS
 AF7817  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 AF7817
 AF7817  HORZ ORDER  -  THIRD
 AF7817  ELLP ORDER  -  FOURTH    CLASS II
 AF7817
 AF7817.The horizontal coordinates were established by GPS observations
 AF7817.and adjusted by the National Geodetic Survey in May 1998..
 AF7817
 AF7817.The orthometric height was determined by GPS observations and a
 AF7817.high-resolution geoid model.
 AF7817
 AF7817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7817
 AF7817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7817
 AF7817.The ellipsoidal height was determined by GPS observations
 AF7817.and is referenced to NAD 83.
 AF7817
 AF7817.The geoid height was determined by GEOID03.
 AF7817
 AF7817;                    North         East     Units Scale Factor Converg.
 AF7817;SPC OH N     -   127,639.391   598,885.546   MT  0.99994873   -0 00 31.2
 AF7817;UTM  17      - 4,519,443.958   372,381.460   MT  0.99980046   -0 59 21.2
 AF7817
 AF7817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7817!SPC OH N     -   0.99994335  x   0.99994873  =   0.99989208
 AF7817!UTM  17      -   0.99994335  x   0.99980046  =   0.99974382
 AF7817
 AF7817|---------------------------------------------------------------------|
 AF7817| PID    Reference Object                     Distance      Geod. Az  |
 AF7817|                                                           dddmmss.s |
 AF7817| AB3474 MFD ARP                             384.261 METERS 34034     |
 AF7817|---------------------------------------------------------------------|
 AF7817
 AF7817                          SUPERSEDED SURVEY CONTROL
 AF7817
 AF7817  ELLIP H (05/28/98)  361.19   (m)                       GP(       ) 4 2
 AF7817
 AF7817.Superseded values are not recommended for survey control.
 AF7817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7817.See file dsdata.txt to determine how the superseded data were derived.
 AF7817
 AF7817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7238119444(NAD 83)
 AF7817_MARKER: DR = REFERENCE MARK DISK
 AF7817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7817_STAMPING: APRON NO 3 1959
 AF7817_MARK LOGO: CGS   
 AF7817_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7817+STABILITY: SURFACE MOTION
 AF7817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7817+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1997
 AF7817
 AF7817  HISTORY     - Date     Condition        Report By
 AF7817  HISTORY     - 1959     MONUMENTED       CGS
 AF7817  HISTORY     - 19970930 GOOD             NGS
 AF7817
 AF7817                          STATION DESCRIPTION
 AF7817
 AF7817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AF7817'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTH FROM MANSFIELD AT
 AF7817'THE MANSFIELD LAHM MUNICIPAL AIRPORT, EAST FROM THE TOWER AND WEST
 AF7817'FROM THE TERMINUS OF HARRINGTON MEMORIAL ROAD.  OWNERSHIP--CITY OF
 AF7817'MANSFIELD, 2000 HARRINGTON MEMORIAL ROAD, MANSFIELD OH 44903. AIRPORT
 AF7817'MANAGER IS RICHARD NASIPAK, PHONE (419) 522-2191. MAINTAINANCE
 AF7817'SUPERVISOR IS BRUCE BAUMAN.  CALL AT LEAST ONE WORKING DAY IN ADVANCE
 AF7817'FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH THE STATION FROM
 AF7817'STATE HIGHWAY 13 AT THE US HIGHWAY 30 OVERPASS ON THE NORTH SIDE OF
 AF7817'MANSFIELD, GO NORTH ON STATE HIGHWAY 13 FOR 1.5 KM (0.95 MI) TO A FORK
 AF7817'IN THE ROAD.  BEAR LEFT AND GO NORTH ON HARRINGTON MEMORIAL ROAD FOR
 AF7817'2.4 KM (1.50 MI) TO A GATE AHEAD, A YELLOW BRICK AND GLASS BUILDING ON
 AF7817'RIGHT, AND THE STATION ON LEFT PAST THE PERIMETER FENCE.  THE MARK IS
 AF7817'A CGS REFERENCE DISK SET IN A 25 CM (10 IN) SQUARED CONCRETE POST.
 AF7817'THE STATION IS LOCATED 38.1 M (125.0 FT) NORTHEAST FROM APRON RM 2,
 AF7817'72.0 FT (21.9 M) NORTHEAST FROM STATION APRON, 58.2 FT (17.7 M)
 AF7817'NORTHWEST FROM THE WESTERLY GATE POST ALONG THE PERIMETER FENCE, 3.3 M
 AF7817'(10.8 FT) NORTHWEST FROM THE TAXI LIGHT AT THE RAMP CORNER, 19.5 FT
 AF7817'(5.9 M) WEST FROM THE WEST EDGE OF ASPHALT RAMP AND 0.6 M (2.0 FT)
 AF7817'WEST FROM A FIBERGLASS NGS WITNESS POST.  THE STATION IS ABOUT FLUSH
 AF7817'WITH GRADE AND ABOUT 0.2 M (0.7 FT) ABOVE THE EDGE OF RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2080 ***********************************************************************
 MB2080  DESIGNATION -  ARAM
 MB2080  PID         -  MB2080
 MB2080  STATE/COUNTY-  OH/ASHTABULA
 MB2080  USGS QUAD   -  LEON (1994)
 MB2080
 MB2080                         *CURRENT SURVEY CONTROL
 MB2080  ___________________________________________________________________
 MB2080* NAD 83(1995)-  41 38 37.70401(N)    080 31 47.68422(W)     ADJUSTED  
 MB2080* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 MB2080  ___________________________________________________________________
 MB2080  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 MB2080  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 MB2080
 MB2080  HORZ ORDER  -  THIRD
 MB2080
 MB2080.The horizontal coordinates were established by classical geodetic methods
 MB2080.and adjusted by the National Geodetic Survey in April 1998..
 MB2080
 MB2080.The orthometric height was scaled from a topographic map.
 MB2080
 MB2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2080
 MB2080.The geoid height was determined by GEOID03.
 MB2080
 MB2080;                    North         East     Units Scale Factor Converg.
 MB2080;SPC OH N     -   221,412.737   764,114.702   MT  0.99998965   +1 17 39.3
 MB2080;SPC PA N     -   167,759.747   368,450.145   MT  0.99996463   -1 50 20.5
 MB2080;SPC PA N     -   550,391.77  1,208,823.52   sFT  0.99996463   -1 50 20.5
 MB2080;UTM  17      - 4,610,336.435   539,147.956   MT  0.99961886   +0 18 44.6
 MB2080
 MB2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2080!SPC OH N     -   0.99995735  x   0.99998965  =   0.99994701
 MB2080!SPC PA N     -   0.99995735  x   0.99996463  =   0.99992199
 MB2080!UTM  17      -   0.99995735  x   0.99961886  =   0.99957623
 MB2080
 MB2080:                Primary Azimuth Mark                     Grid Az
 MB2080:SPC OH N     -  PADAN                                    053 52 23.7
 MB2080:SPC PA N     -  PADAN                                    057 00 23.5
 MB2080:UTM  17      -  PADAN                                    054 51 18.4
 MB2080
 MB2080|---------------------------------------------------------------------|
 MB2080| PID    Reference Object                     Distance      Geod. Az  |
 MB2080|                                                           dddmmss.s |
 MB2080| MB2079 PADAN                               APPROX. 1.9 KM 0551003.0 |
 MB2080|---------------------------------------------------------------------|
 MB2080
 MB2080                          SUPERSEDED SURVEY CONTROL
 MB2080
 MB2080  NAD 83(1986)-  41 38 37.70940(N)    080 31 47.67936(W) AD(       ) 3
 MB2080  NAD 27      -  41 38 37.50800(N)    080 31 48.42500(W) AD(       ) 3
 MB2080
 MB2080.Superseded values are not recommended for survey control.
 MB2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2080.See file dsdata.txt to determine how the superseded data were derived.
 MB2080
 MB2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3914810336(NAD 83)
 MB2080
 MB2080  HISTORY     - Date     Condition        Report By
 MB2080  HISTORY     - 1941     MONUMENTED       PADFW
 MB2080  HISTORY     - 19931209 MARK NOT FOUND   OHDT
 MB2080  HISTORY     - 19960811 MARK NOT FOUND   USPSQD
 MB2080
 MB2080                          STATION DESCRIPTION
 MB2080
 MB2080'DESCRIBED BY PA DEPT FORESTS WTRS 1941
 MB2080'REACHED FROM PADANARAM, OHIO BY GOING S ON ROUTE
 MB2080'524 FOR 0.5 MILE,
 MB2080'THENCE E ON OLD FARM ROAD FOR 0.5 MILE ON ROAD
 MB2080'AND CROSS COUNTRY AND THRU BRUSH TO
 MB2080'THE STATION SITE.
 MB2080'
 MB2080'STATION IS ABOUT 300 FEET NW OF THE EXTREMITY OF A POINT OF
 MB2080'LAND AND NEAR THE
 MB2080'SOUTHEASTERLY EDGE OF THE HEAVY BRUSH.
 MB2080'
 MB2080'STATION IS MARKED WITH A PA. COORDINATE SYSTEM BRONZE TABLET,
 MB2080'SET IN THE TOP OF
 MB2080'A 6- BY 6- BY 42-INCH CONCRETE MONUMENT PROTRUDING
 MB2080'6 INCHES ABOVE GROUND LEVEL.
 MB2080'
 MB2080'SUBSURFACE MARK IS A CONCRETE SLAB 8 BY 8 BY 3 INCHES WITH
 MB2080'1/4-INCH COPPER
 MB2080'PLUG FOR CENTER.
 MB2080
 MB2080                          STATION RECOVERY (1993)
 MB2080
 MB2080'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2080'-------REPORT BY OHDT-------YEAR 1993----------CONDITION -NOT FOUND
 MB2080' 
 MB2080'DESCRIPTION VAGUE.  LOOKED FOR BUT COULD NOT FIND.
 MB2080
 MB2080                          STATION RECOVERY (1996)
 MB2080
 MB2080'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0075 ***********************************************************************
 MD0075  DESIGNATION -  ARCHBOLD
 MD0075  PID         -  MD0075
 MD0075  STATE/COUNTY-  OH/FULTON
 MD0075  USGS QUAD   -  ARCHBOLD (1971)
 MD0075
 MD0075                         *CURRENT SURVEY CONTROL
 MD0075  ___________________________________________________________________
 MD0075* NAD 83(1986)-  41 31 15.     (N)    084 18 15.     (W)     SCALED    
 MD0075* NAVD 88     -       223.647  (meters)     733.75   (feet)  ADJUSTED  
 MD0075  ___________________________________________________________________
 MD0075  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 MD0075  DYNAMIC HT  -         223.559 (meters)     733.46  (feet)  COMP
 MD0075  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 MD0075
 MD0075  VERT ORDER  -  SECOND    CLASS 0
 MD0075
 MD0075.The horizontal coordinates were scaled from a topographic map and have
 MD0075.an estimated accuracy of +/- 6 seconds.
 MD0075
 MD0075.The orthometric height was determined by differential leveling
 MD0075.and adjusted by the National Geodetic Survey in June 1991..
 MD0075
 MD0075.The geoid height was determined by GEOID03.
 MD0075
 MD0075.The dynamic height is computed by dividing the NAVD 88
 MD0075.geopotential number by the normal gravity value computed on the
 MD0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0075.degrees latitude (g = 980.6199 gals.).
 MD0075
 MD0075.The modeled gravity was interpolated from observed gravity values.
 MD0075
 MD0075;                    North         East    Units  Estimated Accuracy
 MD0075;SPC OH N     -   207,460.      449,420.      MT  (+/- 180 meters Scaled)
 MD0075
 MD0075                          SUPERSEDED SURVEY CONTROL
 MD0075
 MD0075  NGVD 29 (??/??/92)  223.821  (m)          734.32   (f) ADJ UNCH    2 0
 MD0075
 MD0075.Superseded values are not recommended for survey control.
 MD0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0075.See file dsdata.txt to determine how the superseded data were derived.
 MD0075
 MD0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM249000(NAD 83)
 MD0075_MARKER: DB = BENCH MARK DISK
 MD0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0075_STAMPING: ARCHBOLD 1934
 MD0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0075+STABILITY: SURFACE MOTION
 MD0075
 MD0075  HISTORY     - Date     Condition        Report By
 MD0075  HISTORY     - 1934     MONUMENTED       CGS
 MD0075  HISTORY     - 1982     MARK NOT FOUND   BRADY
 MD0075
 MD0075                          STATION DESCRIPTION
 MD0075
 MD0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0075'AT ARCHBOLD.
 MD0075'AT ARCHBOLD, FULTON COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 19
 MD0075'YARDS WEST OF THE NORTHWEST CORNER OF THE STATION, 14.9 FEET
 MD0075'SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A
 MD0075'STANDARD DISK, STAMPED ARCHBOLD 1934 AND SET IN THE TOP OF A
 MD0075'CONCRETE POST.
 MD0075
 MD0075                          STATION RECOVERY (1982)
 MD0075
 MD0075'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1982
 MD0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2225 ***********************************************************************
 JX2225  DESIGNATION -  ARCHER
 JX2225  PID         -  JX2225
 JX2225  STATE/COUNTY-  OH/MORGAN
 JX2225  USGS QUAD   -  AMESVILLE (1994)
 JX2225
 JX2225                         *CURRENT SURVEY CONTROL
 JX2225  ___________________________________________________________________
 JX2225* NAD 83(1995)-  39 28 09.64904(N)    081 58 24.33598(W)     ADJUSTED  
 JX2225* NAVD 88     -       322.4    (meters)    1058.     (feet)  GPS OBS   
 JX2225  ___________________________________________________________________
 JX2225  X           -     688,470.277 (meters)                     COMP
 JX2225  Y           -  -4,882,289.441 (meters)                     COMP
 JX2225  Z           -   4,032,860.117 (meters)                     COMP
 JX2225  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 JX2225  ELLIP HEIGHT-         288.21  (meters)          (10/07/05) GPS OBS
 JX2225  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JX2225
 JX2225  HORZ ORDER  -  FIRST
 JX2225  ELLP ORDER  -  FOURTH    CLASS I
 JX2225
 JX2225.The horizontal coordinates were established by classical geodetic methods
 JX2225.and adjusted by the National Geodetic Survey in April 1998..
 JX2225
 JX2225.The orthometric height was determined by GPS observations and a
 JX2225.high-resolution geoid model.
 JX2225
 JX2225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX2225
 JX2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2225
 JX2225.The ellipsoidal height was determined by GPS observations
 JX2225.and is referenced to NAD 83.
 JX2225
 JX2225.The geoid height was determined by GEOID03.
 JX2225
 JX2225;                    North         East     Units Scale Factor Converg.
 JX2225;SPC OH S     -   163,249.326   645,309.150   MT  0.99993700   +0 20 02.8
 JX2225;UTM  17      - 4,369,314.783   416,268.202   MT  0.99968632   -0 37 07.7
 JX2225
 JX2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2225!SPC OH S     -   0.99995479  x   0.99993700  =   0.99989179
 JX2225!UTM  17      -   0.99995479  x   0.99968632  =   0.99964112
 JX2225
 JX2225|---------------------------------------------------------------------|
 JX2225| PID    Reference Object                     Distance      Geod. Az  |
 JX2225|                                                           dddmmss.s |
 JX2225| CC9708 ARCHER RM 1                          73.021 METERS 06927     |
 JX2225| CC9707 ARCHER AZ MK                                       1431025.2 |
 JX2225| CC9709 ARCHER RM 2                          41.300 METERS 16907     |
 JX2225| CC9710 ARCHER RM 3                          41.861 METERS 16919     |
 JX2225|---------------------------------------------------------------------|
 JX2225
 JX2225                          SUPERSEDED SURVEY CONTROL
 JX2225
 JX2225  ELLIP H (04/01/98)  288.23   (m)                       GP(       ) 4 1
 JX2225  NAD 83(1986)-  39 28 09.65055(N)    081 58 24.34191(W) AD(       ) 1
 JX2225  NAD 27      -  39 28 09.39300(N)    081 58 24.83100(W) AD(       ) 1
 JX2225
 JX2225.Superseded values are not recommended for survey control.
 JX2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2225.See file dsdata.txt to determine how the superseded data were derived.
 JX2225
 JX2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1626869315(NAD 83)
 JX2225_MARKER: DS = TRIANGULATION STATION DISK
 JX2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2225_STAMPING: ARCHER 1944
 JX2225_MARK LOGO: CGS   
 JX2225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2225+STABILITY: SURFACE MOTION
 JX2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2225+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 JX2225
 JX2225  HISTORY     - Date     Condition        Report By
 JX2225  HISTORY     - 1944     MONUMENTED       CGS
 JX2225  HISTORY     - 1959     GOOD             CGS
 JX2225  HISTORY     - 1973     GOOD             NGS
 JX2225  HISTORY     - 19950920 GOOD             GEOONE
 JX2225
 JX2225                          STATION DESCRIPTION
 JX2225
 JX2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2225'STATION IS LOCATED
 JX2225'ABOUT 4.5 MILES V
 JX2225'BY W OF AMESVILLE, ON A CLEARED KNOB OWNED BY
 JX2225'J.H. ARCHER WHO LIVES IN GLOUSTER.
 JX2225'THE MARK IS ON THE HIGHEST
 JX2225'POINT OF THE KNOLL, 44 YARDS N OF A LONE TREE, AND
 JX2225'ABOUT 100 YARDS
 JX2225'W OF A GRAVEL ROAD.  THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE
 JX2225'OF THE GROUND AND
 JX2225'IS STAMPED ARCHER 1944.
 JX2225'
 JX2225'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX2225'DISKS SET IN
 JX2225'CONCRETE.
 JX2225'
 JX2225'REFERENCE MARK 1 IS AT THE E EDGE OF CULTIVATED FIELD AND 24
 JX2225'FEET W OF THE
 JX2225'APPROXIMATE CENTER LINE OF THE ROAD.  IT IS STAMPED
 JX2225'ARCHER NO 1 1944.
 JX2225'
 JX2225'REFERENCE MARK 2 IS 6 FEET NE OF LONE TREE.  IT IS STAMPED
 JX2225'ARCHER NO 2 1944.
 JX2225'
 JX2225'AZIMUTH MARK IS 14 FEET W OF THE APPROXIMATE CENTER LINE OF
 JX2225'A ROAD, 2 FEET N
 JX2225'OF A WITNESS POST, AND 1 FOOT E OF THE W RIGHT-OF-WAY
 JX2225'FENCE.  IT IS STAMPED ARCHER 1944.
 JX2225'
 JX2225'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50N AND
 JX2225'STATE HIGHWAY 280
 JX2225'IN THE VILLAGE OF AMESVILLE, GO N ON STATE HIGHWAY
 JX2225'280 FOR 1.9 MILES, TURN RIGHT ON A
 JX2225'NARROW GRAVELED ROAD UP A
 JX2225'RIDGE FOR 3.25 MILES TO THE AZIMUTH MARK ON THE LEFT.
 JX2225'CONTINUE
 JX2225'AHEAD FOR 0.4 MILE TO AN OPENING THROUGH THE FENCE ON THE LEFT.
 JX2225'TURN LEFT INTO THE
 JX2225'FIELD AND GO ABOUT 0.05 MILE, THEN BEAR RIGHT
 JX2225'AROUND TO A DIM ROAD RUNNING N ALONG
 JX2225'THE W SLOPE OF THE HILL AND
 JX2225'FOLLOW ABOUT 0.1 MILE TO THE TOP OF THE HILL AND
 JX2225'STATION.
 JX2225'
 JX2225'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JX2225
 JX2225                          STATION RECOVERY (1959)
 JX2225
 JX2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 JX2225'STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 JX2225'DESCRIBED AND IN GOOD
 JX2225'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND IN A TIPPED CONDITION AND
 JX2225'WAS DESTROYED BY THIS PARTY.
 JX2225'
 JX2225'THE DIRECTION TO REFERENCE MARK NO. 1 AND AZIMUTH MARK WAS VERIFIED.
 JX2225'THE DISTANCE GIVEN IN THE 1944
 JX2225'DESCRIPTION FOR REFERENCE MARK NO. 1 IS ABOUT 0.5 FEET SHORTER THAN
 JX2225'THE SLOPE DISTANCE OBTAINED THIS
 JX2225'YEAR.  HOWEVER, THE STATION MARK IS BELOW GROUND AND
 JX2225'THE MEASUREMENT THIS YEAR WAS MADE TO THE
 JX2225'INSTRUMENT AND A HORIZONTAL DISTANCE COMPUTED.
 JX2225'
 JX2225'REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 JX2225'
 JX2225'A NEW TO REACH AND A DESCRIPTION FOR REFERENCE MARK NO. 3 FOLLOWS.
 JX2225'
 JX2225'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 280
 JX2225'IN TRIMBLE, GO EASTERLY ON
 JX2225'STATE HIGHWAY 280, TOWARD AMESVILLE, 5.8 MILES TO A GRAVEL CROSSROAD.
 JX2225'TURN LEFT AND FOLLOW THE GRAVEL
 JX2225'ROAD (CARPENTER ROAD) 2.1 MILES TO A T-INTERSECTION.
 JX2225'TURN RIGHT AND FOLLOW THE GRAVEL ROAD 0.5 MILE TO
 JX2225'A SIDE ROAD ON THE LEFT LEADING TO
 JX2225'A SMALL CEMETERY AND THE STATION ON THE HIGH KNOLL TO THE RIGHT.
 JX2225'(CONTINUE ON THE GRAVEL ROAD
 JX2225'0.5 MILE TO MR. RALPH BALLS RESIDENCE ON THE LEFT.  CONTINUE ON THE
 JX2225'GRAVEL ROAD 0.1 MILE TO THE
 JX2225'AZIMUTH MARK ON THE RIGHT.)
 JX2225'
 JX2225'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ARCHER NO 3 1944, IS
 JX2225'SET IN A SQUARE CONCRETE
 JX2225'POST WHICH PROJECTS 4 INCHES.  IT IS ON THE WEST SLOPE OF THE RIDGE
 JX2225'4 FEET NORTH OF A TREE STUMP, ON
 JX2225'THE EAST SIDE OF A SMALL GROUP OF SMALL TREES AND
 JX2225'ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION.
 JX2225'A STANDARD METAL WITNESS POST
 JX2225'WAS SET 2.6 FEET EAST OF THE MARK.
 JX2225
 JX2225                          STATION RECOVERY (1973)
 JX2225
 JX2225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (VDN)
 JX2225'THE STATION, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK WERE RECOVERED
 JX2225'AND FOUND TO BE GOOD CONDITION AS DESCRIBED IN 1959.
 JX2225'
 JX2225'THE STATION IS ON PROPERTY OWNED BY MR. RONALD BALL.  RT. 1.
 JX2225'AMESVILLE, OHIO.  PHONE NO. 448-2647 WHO GAVE PERMISSION.
 JX2225'
 JX2225'TO REACH THE STATION FROM THE POST OFFICE IN TRIMBLE, GO EASTERLY
 JX2225'FOLLOWING STATE HIGHWAY 329 FOR 5.5 MILES TO A CROSSROAD (CARPENTER
 JX2225'ROAD).  TURN LEFT, FOLLOW CARPENTER ROAD FOR 2.05 MILES TO A
 JX2225'T-ROAD.  TURN RIGHT FOLLOW PAVED ROAD FOR 0.45 MILE TO A SIDE ROAD
 JX2225'LEFT LEADING TO A CEMETERY.  CONTINUE STRAIGHT AHEAD FOR 0.05
 JX2225'MILE TO REFERENCE MARK 1 ON THE RIGHT AND THE STATION ON THE KNOB IT
 JX2225'IS 18 INCHES BELOW THE SURFACE OF THE GROUND.  (CONTINUE
 JX2225'STRAIGHT AHEAD FOR 0.45 MILE TO A FORK AND THE AZIMUTH MARK ON THE
 JX2225'RIGHT.).
 JX2225'
 JX2225'NOTE--DO NOT TEAR UP THE PASTURE WITH A VEHICLE.
 JX2225
 JX2225                          STATION RECOVERY (1995)
 JX2225
 JX2225'RECOVERY NOTE BY GEOONE INCORPORATED 1995 (JDW)
 JX2225'RECOVERED AS DESCRIBED.  RM NO.  3 RECOVERED IN GOOD CONDITION.  RM
 JX2225'NO.  1 NOT LOOKED FOR.  OBTAINED PERMISSION FROM MR.  BALL AND DROVE A
 JX2225'4X4 UP A STEEP GRASSY HILL TO THE STATION.  NO WITNESS POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3048 ***********************************************************************
 JZ3048  DESIGNATION -  ARMY TRAVERSE STA 24
 JZ3048  PID         -  JZ3048
 JZ3048  STATE/COUNTY-  OH/MONTGOMERY
 JZ3048  USGS QUAD   -  BROOKVILLE (1987)
 JZ3048
 JZ3048                         *CURRENT SURVEY CONTROL
 JZ3048  ___________________________________________________________________
 JZ3048* NAD 83(1995)-  39 46 28.77734(N)    084 23 42.04896(W)     ADJUSTED  
 JZ3048* NAVD 88     -       292.     (meters)     958.     (feet)  SCALED    
 JZ3048  ___________________________________________________________________
 JZ3048  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 JZ3048  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JZ3048
 JZ3048  HORZ ORDER  -  THIRD
 JZ3048
 JZ3048.The horizontal coordinates were established by classical geodetic methods
 JZ3048.and adjusted by the National Geodetic Survey in April 1998..
 JZ3048
 JZ3048.The orthometric height was scaled from a topographic map.
 JZ3048
 JZ3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3048
 JZ3048.The geoid height was determined by GEOID03.
 JZ3048
 JZ3048;                    North         East     Units Scale Factor Converg.
 JZ3048;SPC OH S     -   198,716.982   437,665.373   MT  0.99995906   -1 12 08.7
 JZ3048;UTM  16      - 4,405,993.213   723,104.154   MT  1.00021284   +1 40 02.2
 JZ3048
 JZ3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3048!SPC OH S     -   0.99995944  x   0.99995906  =   0.99991850
 JZ3048!UTM  16      -   0.99995944  x   1.00021284  =   1.00017227
 JZ3048
 JZ3048                          SUPERSEDED SURVEY CONTROL
 JZ3048
 JZ3048  NAD 83(1986)-  39 46 28.79088(N)    084 23 42.04422(W) AD(       ) 4
 JZ3048  NAD 27      -  39 46 28.58400(N)    084 23 42.22800(W) AD(       ) 3
 JZ3048
 JZ3048.Superseded values are not recommended for survey control.
 JZ3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3048.See file dsdata.txt to determine how the superseded data were derived.
 JZ3048
 JZ3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2310405993(NAD 83)
 JZ3048_MARKER: Z = SEE DESCRIPTION
 JZ3048_SETTING: 0 = UNSPECIFIED SETTING
 JZ3048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3048
 JZ3048  HISTORY     - Date     Condition        Report By
 JZ3048  HISTORY     - 1927     MONUMENTED       CGS
 JZ3048
 JZ3048                          STATION DESCRIPTION
 JZ3048
 JZ3048'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 JZ3048'STATION IS 2 MILES N AND 1/2 MILE W OF NEW LEBANON.  STATION IS
 JZ3048'LOCATED 16.90 FEET FROM KRETZER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3038 ***********************************************************************
 JZ3038  DESIGNATION -  ARMY TRAVERSE STA 304
 JZ3038  PID         -  JZ3038
 JZ3038  STATE/COUNTY-  OH/MONTGOMERY
 JZ3038  USGS QUAD   -  TROTWOOD (1992)
 JZ3038
 JZ3038                         *CURRENT SURVEY CONTROL
 JZ3038  ___________________________________________________________________
 JZ3038* NAD 83(1995)-  39 46 26.24305(N)    084 15 12.96833(W)     ADJUSTED  
 JZ3038* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 JZ3038  ___________________________________________________________________
 JZ3038  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 JZ3038  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JZ3038
 JZ3038  HORZ ORDER  -  THIRD
 JZ3038
 JZ3038.The horizontal coordinates were established by classical geodetic methods
 JZ3038.and adjusted by the National Geodetic Survey in April 1998..
 JZ3038
 JZ3038.The orthometric height was scaled from a topographic map.
 JZ3038
 JZ3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3038
 JZ3038.The geoid height was determined by GEOID03.
 JZ3038
 JZ3038;                    North         East     Units Scale Factor Converg.
 JZ3038;SPC OH S     -   198,394.097   449,776.141   MT  0.99995898   -1 06 45.7
 JZ3038;UTM  16      - 4,406,277.227   735,219.383   MT  1.00028121   +1 45 28.2
 JZ3038
 JZ3038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3038!SPC OH S     -   0.99996820  x   0.99995898  =   0.99992719
 JZ3038!UTM  16      -   0.99996820  x   1.00028121  =   1.00024941
 JZ3038
 JZ3038                          SUPERSEDED SURVEY CONTROL
 JZ3038
 JZ3038  NAD 83(1986)-  39 46 26.25630(N)    084 15 12.97513(W) AD(       ) 4
 JZ3038  NAD 27      -  39 46 26.04600(N)    084 15 13.17300(W) AD(       ) 3
 JZ3038
 JZ3038.Superseded values are not recommended for survey control.
 JZ3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3038.See file dsdata.txt to determine how the superseded data were derived.
 JZ3038
 JZ3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3521906277(NAD 83)
 JZ3038_MARKER: Z = SEE DESCRIPTION
 JZ3038_SETTING: 0 = UNSPECIFIED SETTING
 JZ3038_MARK LOGO: USA   
 JZ3038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3038
 JZ3038  HISTORY     - Date     Condition        Report By
 JZ3038  HISTORY     - 1927     MONUMENTED       CGS
 JZ3038
 JZ3038                          STATION DESCRIPTION
 JZ3038
 JZ3038'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3038'TRAVERSE STATION NO 304 IS RAIL JOINT AT CROSSING.  IT IS LOCATED
 JZ3038'14.54 FEET FROM STATION SCOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1718 ***********************************************************************
 MC1718  DESIGNATION -  ARROW
 MC1718  PID         -  MC1718
 MC1718  STATE/COUNTY-  OH/LUCAS
 MC1718  USGS QUAD   -  MAUMEE (1994)
 MC1718
 MC1718                         *CURRENT SURVEY CONTROL
 MC1718  ___________________________________________________________________
 MC1718* NAD 83(1995)-  41 34 52.09902(N)    083 41 12.56908(W)     ADJUSTED  
 MC1718* NAVD 88     -       192.7    (meters)     632.     (feet)  GPS OBS   
 MC1718  ___________________________________________________________________
 MC1718  X           -     525,415.771 (meters)                     COMP
 MC1718  Y           -  -4,749,143.822 (meters)                     COMP
 MC1718  Z           -   4,211,021.821 (meters)                     COMP
 MC1718  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 MC1718  ELLIP HEIGHT-         157.45  (meters)          (10/07/05) GPS OBS
 MC1718  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1718
 MC1718  HORZ ORDER  -  FIRST
 MC1718  ELLP ORDER  -  FOURTH    CLASS I
 MC1718
 MC1718.The horizontal coordinates were established by GPS observations
 MC1718.and adjusted by the National Geodetic Survey in April 1998..
 MC1718
 MC1718.The orthometric height was determined by GPS observations and a
 MC1718.high-resolution geoid model.
 MC1718
 MC1718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1718
 MC1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1718
 MC1718.The ellipsoidal height was determined by GPS observations
 MC1718.and is referenced to NAD 83.
 MC1718
 MC1718.The geoid height was determined by GEOID03.
 MC1718
 MC1718;                    North         East     Units Scale Factor Converg.
 MC1718;SPC OH N     -   213,272.287   501,033.578   MT  0.99997924   -0 46 46.9
 MC1718;UTM  17      - 4,606,759.001   276,020.371   MT  1.00021740   -1 47 02.2
 MC1718
 MC1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1718!SPC OH N     -   0.99997530  x   0.99997924  =   0.99995455
 MC1718!UTM  17      -   0.99997530  x   1.00021740  =   1.00019270
 MC1718
 MC1718                          SUPERSEDED SURVEY CONTROL
 MC1718
 MC1718  ELLIP H (04/01/98)  157.51   (m)                       GP(       ) 4 1
 MC1718  NAD 83(1995)-  41 34 52.09895(N)    083 41 12.56897(W) AD(       ) 1
 MC1718  NAD 83(1986)-  41 34 52.10956(N)    083 41 12.58271(W) AD(       ) 1
 MC1718
 MC1718.Superseded values are not recommended for survey control.
 MC1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1718.See file dsdata.txt to determine how the superseded data were derived.
 MC1718
 MC1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7602006759(NAD 83)
 MC1718_MARKER: DD = SURVEY DISK
 MC1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1718_SP_SET: CONCRETE POST
 MC1718_STAMPING: ARROW 1993
 MC1718_MARK LOGO: OH-095
 MC1718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1718+STABILITY: SURFACE MOTION
 MC1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1718+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1718
 MC1718  HISTORY     - Date     Condition        Report By
 MC1718  HISTORY     - 1993     MONUMENTED       OH-095
 MC1718
 MC1718                          STATION DESCRIPTION
 MC1718
 MC1718'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1718'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO IN THE CITY OF MAUMEE.
 MC1718'TO REACH THE STATION FROM THE INTERSECTION OF CONANT STREET (U.S. 20)
 MC1718'AND ANTHONY WAYNE TRAIL (U.S. 24) PROCEED SOUTHWEST ALONG ANTHONY
 MC1718'WAYNE TRAIL (U.S. 24) 0.6 MILES TO ITS INTERSECTION WITH FORD STREET.
 MC1718'TURN RIGHT AND PROCEED NORTHWEST ALONG FORD STREET 1.5 MILES TO ITS
 MC1718'INTERSECTION WITH DUSSELL DRIVE.  TURN LEFT AND PROCEED WEST ALONG
 MC1718'DUSSELL DRIVE 0.35 MILES TO AN--ROWHEAD--SIGN AND THE STATION ON
 MC1718'THE RIGHT.
 MC1718'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1718'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND
 MC1718'SURFACE AND IS STAMPED--ARROW 1993--.
 MC1718'THE STATION IS APPROXIMATELY 300.0 FEET WEST FROM THE CENTERLINE OF
 MC1718'ARROWHEAD ROAD, 20.0 FEET NORTH FROM THE CENTERLINE OF WESTBOUND
 MC1718'DUSSELL ROAD, AND 36.0 FEET EAST FROM AN --ARROWHEAD-- PARK SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0077 ***********************************************************************
 LA0077  DESIGNATION -  ASH
 LA0077  PID         -  LA0077
 LA0077  STATE/COUNTY-  OH/ALLEN
 LA0077  USGS QUAD   -  LIMA (1983)
 LA0077
 LA0077                         *CURRENT SURVEY CONTROL
 LA0077  ___________________________________________________________________
 LA0077* NAD 83(1995)-  40 42 24.31194(N)    084 06 19.68690(W)     ADJUSTED  
 LA0077* NAVD 88     -       272.686  (meters)     894.64   (feet)  ADJUSTED  
 LA0077  ___________________________________________________________________
 LA0077  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 LA0077  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 LA0077  DYNAMIC HT  -         272.551 (meters)     894.19  (feet)  COMP
 LA0077  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 LA0077
 LA0077  HORZ ORDER  -  FIRST
 LA0077  VERT ORDER  -  FIRST     CLASS II
 LA0077
 LA0077.The horizontal coordinates were established by classical geodetic methods
 LA0077.and adjusted by the National Geodetic Survey in April 1998..
 LA0077
 LA0077.The orthometric height was determined by differential leveling
 LA0077.and adjusted by the National Geodetic Survey in June 1991..
 LA0077
 LA0077.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0077
 LA0077.The geoid height was determined by GEOID03.
 LA0077
 LA0077.The dynamic height is computed by dividing the NAVD 88
 LA0077.geopotential number by the normal gravity value computed on the
 LA0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0077.degrees latitude (g = 980.6199 gals.).
 LA0077
 LA0077.The modeled gravity was interpolated from observed gravity values.
 LA0077
 LA0077;                    North         East     Units Scale Factor Converg.
 LA0077;SPC OH N     -   116,746.114   464,339.954   MT  0.99995887   -1 03 17.0
 LA0077;UTM  16      - 4,510,234.898   744,525.967   MT  1.00033603   +1 53 19.4
 LA0077
 LA0077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0077!SPC OH N     -   0.99996263  x   0.99995887  =   0.99992150
 LA0077!UTM  16      -   0.99996263  x   1.00033603  =   1.00029865
 LA0077
 LA0077:                Primary Azimuth Mark                     Grid Az
 LA0077:SPC OH N     -  ASH AZ MK                                003 02 21.7
 LA0077:UTM  16      -  ASH AZ MK                                000 05 45.3
 LA0077
 LA0077|---------------------------------------------------------------------|
 LA0077| PID    Reference Object                     Distance      Geod. Az  |
 LA0077|                                                           dddmmss.s |
 LA0077| LA0076 ASH AZ MK                                          0015904.7 |
 LA0077| LA0078 ASH RM 1                             36.560 METERS 17039     |
 LA0077| LA0079 ASH RM 2                             28.946 METERS 28420     |
 LA0077|---------------------------------------------------------------------|
 LA0077
 LA0077                          SUPERSEDED SURVEY CONTROL
 LA0077
 LA0077  NAD 83(1986)-  40 42 24.32125(N)    084 06 19.70693(W) AD(       ) 1
 LA0077  NAD 27      -  40 42 24.13700(N)    084 06 19.88700(W) AD(       ) 1
 LA0077  NGVD 29 (??/??/92)  272.857  (m)          895.20   (f) ADJ UNCH    1 2
 LA0077
 LA0077.Superseded values are not recommended for survey control.
 LA0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0077.See file dsdata.txt to determine how the superseded data were derived.
 LA0077
 LA0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4452610235(NAD 83)
 LA0077_MARKER: DS = TRIANGULATION STATION DISK
 LA0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0077_SP_SET: CONCRETE POST
 LA0077_STAMPING: ASH 1943
 LA0077_MARK LOGO: CGS   
 LA0077_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0077+STABILITY: SURFACE MOTION
 LA0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0077+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0077
 LA0077  HISTORY     - Date     Condition        Report By
 LA0077  HISTORY     - 1943     MONUMENTED       CGS
 LA0077  HISTORY     - 1952     SEE DESCRIPTION  USE
 LA0077  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LA0077  HISTORY     - 1954     GOOD             NGS
 LA0077  HISTORY     - 1961     GOOD             THOMAS
 LA0077  HISTORY     - 1961     GOOD             LOCENG
 LA0077  HISTORY     - 1964     GOOD             CGS
 LA0077  HISTORY     - 1976     GOOD             NGS
 LA0077  HISTORY     - 19930708 GOOD             NGS
 LA0077
 LA0077                          STATION DESCRIPTION
 LA0077
 LA0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 LA0077'STATION IS LOCATED ON THE
 LA0077'W SIDE OF MAIN
 LA0077'STREET ON THE N EDGE OF LIMA.  IT IS 54.0 FEET SW OF
 LA0077'THE INTERSECTION OF TWO ROADS AND
 LA0077'45.5 FEET NW OF A POLE.  THE DISK
 LA0077'IS STAMPED ASH 1943.
 LA0077'
 LA0077'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 LA0077'DISKS SET IN
 LA0077'CONCRETE.
 LA0077'
 LA0077'REFERENCE MARK 1 IS 119.95 FEET S OF THE STATION, 22.0 FEET W
 LA0077'OF THE CENTER LINE
 LA0077'OF THE ROAD, 36.0 FEET N OF A POLE.  THE DISK IS
 LA0077'STAMPED ASH NO 1 1943.
 LA0077'
 LA0077'REFERENCE MARK 2 IS 94.97 FEET W OF THE STATION, 2.0 FEET S OF
 LA0077'POWER-TRANSMISSION
 LA0077'LINE POLE 922A3, 14 FEET S OF THE CENTER LINE OF
 LA0077'THE ROAD.  THE DISK IS STAMPED ASH NO
 LA0077'2 1943.
 LA0077'
 LA0077'AZIMUTH MARK IS ABOUT 0.25 MILE N OF THE STATION ON THE SE CORNER
 LA0077'OF TWO ROADS.  IT
 LA0077'IS 28.0 FEET SE OF THE TWO ROADS AND 3.5 FEET
 LA0077'S OF POWER-TRANSMISSION LINE POLE
 LA0077'898B4.  THE DISK IS STAMPED ASH
 LA0077'1943.
 LA0077'
 LA0077'TO REACH THE STATION FROM THE COURTHOUSE IN LIMA, GO S 1.85
 LA0077'MILES TO TRAFFIC
 LA0077'LIGHT WHERE MAIN ST. JOGS RIGHT, THEN LEFT, CONTINUE
 LA0077'STRAIGHT AHEAD 0.45 MILE TO AZIMUTH
 LA0077'MARK ON THE LEFT, CONTINUE
 LA0077'STRAIGHT AHEAD 0.25 MILE TO STATION ON THE SW CORNER
 LA0077'OF TWO ROADS.
 LA0077'
 LA0077'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 LA0077
 LA0077                          STATION RECOVERY (1952)
 LA0077
 LA0077'RECOVERY NOTE BY US ENGINEERS 1952
 LA0077'STATION WAS RECOVERED IN EXCELLENT CONDITION.
 LA0077'IT IS LOCATED 2.65
 LA0077'MI. S OF THE COURTHOUSE AT LIMA, AND
 LA0077'IS STAMPED ASH 1943.
 LA0077'
 LA0077'STATION IS ON THE S EDGE OF LIMA INSTEAD OF N EDGE, DISTANCE
 LA0077'OF 45.5 FT. NW OF
 LA0077'POLE IS NOW 43.8 (NEW POLE), AND 0.30 MI. S OF
 LA0077'THE AZIMUTH MARK.
 LA0077'
 LA0077'POLE 922 A3 FOR REFERENCE MARK 2 IS A LINE NUMBER AND NOT A
 LA0077'POLE NUMBER.  ALL
 LA0077'POLES ON THIS LINE ARE NUMBERED 922 A3.
 LA0077'
 LA0077'OTHER REFERENCE DISTANCES ARE CORRECT.
 LA0077
 LA0077                          STATION RECOVERY (1954)
 LA0077
 LA0077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CS)
 LA0077'THE STATION IS LOCATED ON THE W SIDE
 LA0077'OF MAIN STREET IN
 LA0077'THE S PART OF LIMA, ABOUT 2.6 MI. S ALONG SOUTH
 LA0077'MAIN STREET FROM THE COURTHOUSE, AT
 LA0077'THE INTERSECTION OF THIRTEENTH
 LA0077'STREET, 44 FT. W OF THE CENTERLINE OF SOUTH MAIN
 LA0077'STREET, 36 FT. S
 LA0077'OF THE CENTERLINE OF THIRTEENTH STREET, 43-1/2 FT. NW OF A
 LA0077'TELEPHONE POLE,
 LA0077'ABOUT LEVEL WITH THE STREETS, FLUSH WITH THE GROUND,
 LA0077'AND STAMPED ASH 1943.
 LA0077'
 LA0077'REFERENCE MARK 1 IS 119.930 FT. (36.559 M.) S-SE OF THE STATION,
 LA0077'24 FT. W OF THE
 LA0077'CENTERLINE OF SOUTH MAIN STREET, 154 FT. S
 LA0077'OF THE CENTERLINE OF THIRTEENTH
 LA0077'STREET, 44-1/2 FT. W-NW ACROSS
 LA0077'MAIN STREET FROM POWER POLE NO. 922 A 3-53, 28-1/2
 LA0077'FT. E-SE OF
 LA0077'THE SE CORNER OF HOUSE NO. 2204 SOUTH MAIN STREET, ABOUT LEVEL
 LA0077'WITH THE STREET,
 LA0077'PROJECTS 5 IN., AND STAMPED ASH NO 1 1943.
 LA0077'
 LA0077'REFERENCE MARK 2 IS 94.893 FT. (28.924 M.) W OF THE STATION,
 LA0077'135 FT. W OF THE
 LA0077'CENTERLINE OF MAIN STREET, 14 FT. S OF THE CENTERLINE
 LA0077'OF THIRTEENTH STREET, 2 FT. S OF
 LA0077'POWER POLE NO. 922 A 3-32,
 LA0077'ABOUT LEVEL WITH THIRTEENTH STREET, PROJECTING 1
 LA0077'IN., AND STAMPED
 LA0077'ASH NO 2 1943.
 LA0077'
 LA0077'AZIMUTH MARK IS ABOUT 0.25 MI. N OF THE STATION MARK, AT THE
 LA0077'INTERSECTION OF
 LA0077'MAIN STREET AND NINTH STREET, 17-1/2 FT. E OF THE
 LA0077'CENTERLINE OF MAIN STREET, 19 FT.
 LA0077'S OF THE CENTERLINE OF NINTH
 LA0077'STREET, 3.3 FT. S-SW OF POWER POLE NO. 898 B 4-44, 1
 LA0077'FT. SW OF A
 LA0077'WHITE WOODEN WITNESS POST, 3 IN. BELOW THE SURFACE OF THE GROUND.
 LA0077'AND STAMPED ASH
 LA0077'1943.
 LA0077'
 LA0077'ABOVE DISTANCES WERE CHECKED AND FOUND AS STATED.
 LA0077
 LA0077                          STATION RECOVERY (1954)
 LA0077
 LA0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 LA0077'AT LIMA.
 LA0077'AT LIMA, ABOUT 2.5 MILES SOUTH ALONG THE BALTIMORE AND OHIO
 LA0077'RAILROAD FROM THE STATION AT LIMA, THENCE ABOUT 0.45 MILE EAST
 LA0077'ALONG BUCKEYE ROAD AND ELEVENTH STREET, THENCE ABOUT 0.15 MILE
 LA0077'SOUTH ALONG SOUTH MAIN STREET, AT THE INTERSECTION OF SOUTH
 LA0077'MAIN STREET AND THIRTEENTH STREET, IN NORTHEAST CORNER OF YARD OF
 LA0077'HOUSE NO. 2204 SOUTH MAIN STREET, 44 FEET WEST OF CENTER LINE OF
 LA0077'SOUTH MAIN STREET, 36 FEET SOUTH OF CENTER LINE OF THIRTEENTH
 LA0077'STREET, 95 FEET EAST OF RM NO. 2, 119.9 FEET NORTH-NORTHWEST OF
 LA0077'RM NO. 1, 43 1/2 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT LEVEL
 LA0077'WITH SOUTH MAIN STREET AND SET IN THE TOP OF A CONCRETE POST
 LA0077'ABOUT FLUSH WITH GROUND.
 LA0077
 LA0077                          STATION RECOVERY (1961)
 LA0077
 LA0077'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (MA)
 LA0077'STATION MARK ASH - UNDISTURBED.
 LA0077'
 LA0077'RM-1 - UNDISTURBED.
 LA0077'
 LA0077'RM-2 - UNDISTURBED.
 LA0077'
 LA0077'AZ. MK. - UNDISTURBED.
 LA0077'
 LA0077'NOTE--AZ. MK. NO LONGER VISABLE FROM GROUND AT STATION MARK STATION
 LA0077'DUE AT LEAST ONE HOUSE ON LINE.
 LA0077
 LA0077                          STATION RECOVERY (1961)
 LA0077
 LA0077'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JDS)
 LA0077'STATION MARK WAS FOUND IN EXCELLENT CONDITION.
 LA0077'
 LA0077'DESCRIPTION CALLS FOR THIS STATION ON THE NORTH EDGE OF LIMA.  IT
 LA0077'IS ON THE SOUTH EDGE OF LIMA.  ALL OTHER DESCRIPTIONS ARE CORRECT.
 LA0077'
 LA0077'REFERENCE MARK NO. 1 FOUND IN EXCELLENT CONDITION.  DISK HAS BEEN
 LA0077'MARRED AS THOUGH IT HAS BEEN STRUCK WITH A HAMMER.
 LA0077'
 LA0077'REFERENCE MARK NO. 2 FOUND IN EXCELLENT CONDITION.
 LA0077
 LA0077                          STATION RECOVERY (1964)
 LA0077
 LA0077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 LA0077'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LA0077'NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 LA0077
 LA0077                          STATION RECOVERY (1976)
 LA0077
 LA0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVT)
 LA0077'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LA0077'CONDITION.  REFERENCE MARK 1 HAS BEEN HIT AND IS IN A TILTED
 LA0077'POSITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 LA0077
 LA0077                          STATION RECOVERY (1993)
 LA0077
 LA0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0077'3.5 KM (2.15 MI) SOUTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 LA0077'JUNCTION OF STATE HIGHWAY 117 IN LIMA, THENCE 0.7 KM (0.45 MI)
 LA0077'EASTERLY ALONG BUCKEYE ROAD AND 11TH STREET, THENCE 0.2 KM (0.10 MI)
 LA0077'SOUTHERLY ALONG SOUTH MAIN STREET, IN THE LAWN OF A HOUSE AT 3202
 LA0077'SOUTH MAIN STREET, 36.3 M (119.1 FT) NORTH OF REFERENCE MARK 1, 28.9
 LA0077'M (94.8 FT) EAST OF REFERENCE MARK 2, 13.4 M (44.0 FT) WEST OF THE
 LA0077'STREET CENTER, 11.1 M (36.4 FT) SOUTH OF THE CENTER OF 13TH STREET,
 LA0077'7.8 M (25.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE CORNER, 1.3 M
 LA0077'(4.3 FT) NORTH OF AN OAK TREE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 LA0077'STREETS, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE GROUND
 LA0077'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3072 ***********************************************************************
 JZ3072  DESIGNATION -  ASH
 JZ3072  PID         -  JZ3072
 JZ3072  STATE/COUNTY-  OH/MONTGOMERY
 JZ3072  USGS QUAD   -  BROOKVILLE (1987)
 JZ3072
 JZ3072                         *CURRENT SURVEY CONTROL
 JZ3072  ___________________________________________________________________
 JZ3072* NAD 83(1995)-  39 49 52.76396(N)    084 29 00.93048(W)     ADJUSTED  
 JZ3072* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 JZ3072  ___________________________________________________________________
 JZ3072  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 JZ3072  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JZ3072
 JZ3072  HORZ ORDER  -  FIRST
 JZ3072
 JZ3072.The horizontal coordinates were established by classical geodetic methods
 JZ3072.and adjusted by the National Geodetic Survey in May 1999..
 JZ3072
 JZ3072.The orthometric height was scaled from a topographic map.
 JZ3072
 JZ3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3072
 JZ3072.The geoid height was determined by GEOID03.
 JZ3072
 JZ3072;                    North         East     Units Scale Factor Converg.
 JZ3072;SPC OH S     -   205,169.528   430,216.782   MT  0.99996628   -1 15 31.1
 JZ3072;UTM  16      - 4,412,066.052   715,340.005   MT  1.00017092   +1 36 44.8
 JZ3072
 JZ3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3072!SPC OH S     -   0.99995505  x   0.99996628  =   0.99992133
 JZ3072!UTM  16      -   0.99995505  x   1.00017092  =   1.00012596
 JZ3072
 JZ3072:                Primary Azimuth Mark                     Grid Az
 JZ3072:SPC OH S     -  ALBERT                                   180 25 14.9
 JZ3072:UTM  16      -  ALBERT                                   177 32 59.0
 JZ3072
 JZ3072|---------------------------------------------------------------------|
 JZ3072| PID    Reference Object                     Distance      Geod. Az  |
 JZ3072|                                                           dddmmss.s |
 JZ3072| JZ3073 ALBERT                              APPROX. 1.5 KM 1790943.8 |
 JZ3072|---------------------------------------------------------------------|
 JZ3072
 JZ3072                          SUPERSEDED SURVEY CONTROL
 JZ3072
 JZ3072  NAD 83(1995)-  39 49 52.76457(N)    084 29 00.92883(W) AD(       ) 1
 JZ3072  NAD 83(1986)-  39 49 52.76703(N)    084 29 00.93777(W) AD(       ) 1
 JZ3072  NAD 27      -  39 49 52.56800(N)    084 29 01.11900(W) AD(       ) 1
 JZ3072
 JZ3072.Superseded values are not recommended for survey control.
 JZ3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3072.See file dsdata.txt to determine how the superseded data were derived.
 JZ3072
 JZ3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK1534012066(NAD 83)
 JZ3072_MARKER: DS = TRIANGULATION STATION DISK
 JZ3072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3072
 JZ3072  HISTORY     - Date     Condition        Report By
 JZ3072  HISTORY     - 1927     MONUMENTED       CGS
 JZ3072  HISTORY     - 19951102 MARK NOT FOUND   USPSQD
 JZ3072
 JZ3072                          STATION DESCRIPTION
 JZ3072
 JZ3072'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3072'STATION IS ABOUT 3-1/2 MILES W OF BROOKVILLE.  IT IS 1.0 METER (3.3
 JZ3072'FEET) E OF THE CENTER OF THE ROAD ALONG THE
 JZ3072'MONTGOMERY-PREBLE COUNTY LINE, 4.3 METERS (14.1 FEET) W OF THE FENCE
 JZ3072'ON THE E SIDE OF THE ROAD AND 102.11 METERS (335.00 FEET) N OF THE
 JZ3072'CENTER OF THE INTERSECTION OF THE ABOVE-MENTIONED ROAD AND THE
 JZ3072'SECTION LINE ROAD KNOWN AS THE TOWNSHIP LINE ROAD.
 JZ3072'
 JZ3072'STATION MARK IS STANDARD BRONZE DISK SET IN
 JZ3072'CONCRETE.
 JZ3072'
 JZ3072'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
 JZ3072
 JZ3072                          STATION RECOVERY (1995)
 JZ3072
 JZ3072'RECOVERY NOTE BY US POWER SQUADRON 1995
 JZ3072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0076 ***********************************************************************
 LA0076  DESIGNATION -  ASH AZ MK
 LA0076  PID         -  LA0076
 LA0076  STATE/COUNTY-  OH/ALLEN
 LA0076  USGS QUAD   -  LIMA (1983)
 LA0076
 LA0076                         *CURRENT SURVEY CONTROL
 LA0076  ___________________________________________________________________
 LA0076* NAD 83(1986)-  40 42 36.     (N)    084 06 18.     (W)     SCALED    
 LA0076* NAVD 88     -       272.012  (meters)     892.43   (feet)  ADJUSTED  
 LA0076  ___________________________________________________________________
 LA0076  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 LA0076  DYNAMIC HT  -         271.877 (meters)     891.98  (feet)  COMP
 LA0076  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 LA0076
 LA0076  VERT ORDER  -  FIRST     CLASS II
 LA0076
 LA0076.The horizontal coordinates were scaled from a topographic map and have
 LA0076.an estimated accuracy of +/- 6 seconds.
 LA0076
 LA0076.The orthometric height was determined by differential leveling
 LA0076.and adjusted by the National Geodetic Survey in June 1991..
 LA0076
 LA0076.The geoid height was determined by GEOID03.
 LA0076
 LA0076.The dynamic height is computed by dividing the NAVD 88
 LA0076.geopotential number by the normal gravity value computed on the
 LA0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0076.degrees latitude (g = 980.6199 gals.).
 LA0076
 LA0076.The modeled gravity was interpolated from observed gravity values.
 LA0076
 LA0076;                    North         East    Units  Estimated Accuracy
 LA0076;SPC OH N     -   117,110.      464,390.      MT  (+/- 180 meters Scaled)
 LA0076
 LA0076                          SUPERSEDED SURVEY CONTROL
 LA0076
 LA0076  NGVD 29 (??/??/92)  272.183  (m)          892.99   (f) ADJ UNCH    1 2
 LA0076
 LA0076.Superseded values are not recommended for survey control.
 LA0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0076.See file dsdata.txt to determine how the superseded data were derived.
 LA0076
 LA0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL445105(NAD 83)
 LA0076_MARKER: DZ = AZIMUTH MARK DISK
 LA0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0076_SP_SET: CONCRETE POST
 LA0076_STAMPING: ASH 1943
 LA0076_MARK LOGO: CGS   
 LA0076_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0076+STABILITY: SURFACE MOTION
 LA0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0076+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0076
 LA0076  HISTORY     - Date     Condition        Report By
 LA0076  HISTORY     - 1943     MONUMENTED       CGS
 LA0076  HISTORY     - 1954     GOOD             NGS
 LA0076  HISTORY     - 19930708 GOOD             NGS
 LA0076
 LA0076                          STATION DESCRIPTION
 LA0076
 LA0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0076'AT LIMA.
 LA0076'AT LIMA, ABOUT 2.5 MILES SOUTH ALONG THE BALTIMORE AND OHIO
 LA0076'RAILROAD FROM THE STATION AT LIMA, THENCE ABOUT 0.45 MILE EAST
 LA0076'ALONG BUCKEYE ROAD AND ELEVENTH STREET, THENCE ABOUT 0.1 MILE
 LA0076'NORTH ALONG SOUTH MAIN STREET, AT THE INTERSECTION OF SOUTH
 LA0076'MAIN AND NINTH STREET, 17 1/2 FEET EAST OF CENTER LINE OF SOUTH
 LA0076'MAIN STREET, 19 FEET SOUTH OF CENTER LINE OF NINTH STREET, 3.3
 LA0076'FEET SOUTH-SOUTHWEST OF POWER POLE NO. 898 B 4 - 44, 70 FEET
 LA0076'NORTHWEST OF NORTHWEST CORNER OF HOUSE NO. 1805 SOUTH MAIN
 LA0076'STREET, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0076'LEVEL WITH SOUTH MAIN STREET AND SET IN THE TOP OF A CONCRETE
 LA0076'POST ABOUT 2 INCHES BELOW GROUND.
 LA0076
 LA0076                          STATION RECOVERY (1993)
 LA0076
 LA0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0076'3.5 KM (2.15 MI) SOUTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 LA0076'JUNCTION OF STATE HIGHWAY 117 IN LIMA, THENCE 0.7 KM (0.45 MI)
 LA0076'EASTERLY ALONG BUCKEYE ROAD AND 11TH STREET, THENCE 0.2 KM (0.10 MI)
 LA0076'NORTHERLY ALONG SOUTH MAIN STREET, 6.4 M (21.0 FT) SOUTH OF THE
 LA0076'CENTER OF 9TH STREET, 4.6 M (15.1 FT) EAST OF AND LEVEL WITH THE
 LA0076'CENTER OF MAIN STREET, 2.9 M (9.5 FT) NORTHWEST OF A CHAIN-LINK FENCE
 LA0076'CORNER, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND UTILITY POLE
 LA0076'NUMBER 898B4-44, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW
 LA0076'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2509 ***********************************************************************
 HY2509  DESIGNATION -  ASH RIDGE RESET
 HY2509  PID         -  HY2509
 HY2509  STATE/COUNTY-  OH/BROWN
 HY2509  USGS QUAD   -  ASH RIDGE (1986)
 HY2509
 HY2509                         *CURRENT SURVEY CONTROL
 HY2509  ___________________________________________________________________
 HY2509* NAD 83(1995)-  38 55 13.46198(N)    083 45 21.98682(W)     ADJUSTED  
 HY2509* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 HY2509  ___________________________________________________________________
 HY2509  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 HY2509  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HY2509
 HY2509  HORZ ORDER  -  FIRST
 HY2509
 HY2509.The horizontal coordinates were established by classical geodetic methods
 HY2509.and adjusted by the National Geodetic Survey in April 1998..
 HY2509
 HY2509.The orthometric height was scaled from a topographic map.
 HY2509
 HY2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2509
 HY2509.The geoid height was determined by GEOID03.
 HY2509
 HY2509;                    North         East     Units Scale Factor Converg.
 HY2509;SPC OH S     -   102,935.220   491,073.070   MT  0.99996849   -0 47 49.3
 HY2509;SPC KY1Z     - 1,288,984.797 1,672,916.218   MT  1.00007105   +1 13 27.0
 HY2509;SPC KY1Z     - 4,228,944.29  5,488,559.29   sFT  1.00007105   +1 13 27.0
 HY2509;SPC KY N     -   157,780.191   542,831.536   MT  0.99999329   +0 18 26.0
 HY2509;SPC KY N     -   517,650.51  1,780,939.80   sFT  0.99999329   +0 18 26.0
 HY2509;UTM  17      - 4,311,556.043   261,057.061   MT  1.00030309   -1 43 56.3
 HY2509
 HY2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2509!SPC OH S     -   0.99995281  x   0.99996849  =   0.99992131
 HY2509!SPC KY1Z     -   0.99995281  x   1.00007105  =   1.00002386
 HY2509!SPC KY N     -   0.99995281  x   0.99999329  =   0.99994610
 HY2509!UTM  17      -   0.99995281  x   1.00030309  =   1.00025589
 HY2509
 HY2509|---------------------------------------------------------------------|
 HY2509| PID    Reference Object                     Distance      Geod. Az  |
 HY2509|                                                           dddmmss.s |
 HY2509| DB8655 ASH RIDGE RM E                       90.900 METERS 09118     |
 HY2509| DB8654 ASH RIDGE AZ MK                                    1044910.4 |
 HY2509| DB8656 ASH RIDGE RM S                      104.821 METERS 18110     |
 HY2509| HZ2361 BETHEL MUNICIPAL TANK               APPROX.28.4 KM 2793353.9 |
 HY2509|---------------------------------------------------------------------|
 HY2509
 HY2509                          SUPERSEDED SURVEY CONTROL
 HY2509
 HY2509  NAD 83(1995)-  38 55 13.46489(N)    083 45 21.98830(W) AD(       ) 1
 HY2509  NAD 83(1986)-  38 55 13.47083(N)    083 45 22.00039(W) AD(       ) 1
 HY2509  NAD 27      -  38 55 13.22200(N)    083 45 22.27000(W) AD(       ) 1
 HY2509
 HY2509.Superseded values are not recommended for survey control.
 HY2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2509.See file dsdata.txt to determine how the superseded data were derived.
 HY2509
 HY2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6105711556(NAD 83)
 HY2509_MARKER: N = NAIL
 HY2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2509_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2509
 HY2509  HISTORY     - Date     Condition        Report By
 HY2509  HISTORY     - 1887     MONUMENTED       CGS
 HY2509  HISTORY     - 1933     SEE DESCRIPTION  CGS
 HY2509  HISTORY     - 1935     GOOD             CGS
 HY2509  HISTORY     - 1935     SEE DESCRIPTION  CGS
 HY2509  HISTORY     - 1939     GOOD             CGS
 HY2509  HISTORY     - 1960     GOOD             THOMAS
 HY2509  HISTORY     - 1968     GOOD             LOCENG
 HY2509  HISTORY     - 1970     POOR             LOCENG
 HY2509  HISTORY     - 1970     GOOD             NGS
 HY2509
 HY2509                          STATION DESCRIPTION
 HY2509
 HY2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (ATM)
 HY2509'ON A RISE OF GROUND 3 MILES SOUTH OF SOUTH FINCASTLE, ABOUT 1 MILE
 HY2509'NORTH OF THE VILLAGE OF CARLISLE AND ONE FOURTH MILE NORTHWEST OF A
 HY2509'CHURCH, ON LAND BELONGING TO DR. EVANS OF GEORGETOWN.  THE STATION
 HY2509'IS MARKED BY A NAIL SET IN CONCRETE AT THE CENTER OF THE TOP OF A
 HY2509'TILE 6 INCHES IN DIAMETER AND 2 FEET LONG.  THE TILE IS FILLED WITH
 HY2509'CONCRETE AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 HY2509'UNDERGROUND MARK IS A BOTTLE FILLED WITH CEMENT SET ABOUT 3 FEET
 HY2509'BELOW THE SURFACE. THERE ARE FOUR REFERENCE MARKS SIMILAR TO THE
 HY2509'SURFACE MARK AT THE STATION, EXCEPT THE TILES ARE ONLY 4 INCHES IN
 HY2509'DIAMETER.  THE REFERENCE MARKS ARE AT THE FOLLOWING DISTANCES AND
 HY2509'DIRECTIONS FROM THE STATION--1.84 METERS NORTH, 1.89 METERS EAST,
 HY2509'1.83 METERS SOUTH, AND 1.81 METERS WEST.  THE FOLLOWING BEARINGS
 HY2509'ARE FROM THE STATION--RUSSELLVILLE SPIRE, S 25 DEG 42 MIN W,
 HY2509'JAMES M. PARKERS HOUSE, N 27 DEG W, JOHN SCHWALLIES HOUSE,
 HY2509'N 46 DEG 06 MIN E, SCHOOLHOUSE, S 50 DEG 27 MIN E, AND CHURCH
 HY2509'MENTIONED ABOVE, S 32 DEG 50 MIN E.
 HY2509
 HY2509                          STATION RECOVERY (1933)
 HY2509
 HY2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (LGS)
 HY2509'STATION RECOVERED AND REDESCRIBED BY RECONNAISSANCE PARTY OF L.G.S.,
 HY2509'1933 AS FOLLOW--THIS IS AN OLD U.S.C. AND G.S. STATION LOCATED ON
 HY2509'THE HIGHEST PART OF A FIELD BELONGING TO MR. W.A. PINDALL.  THE
 HY2509'STATION IS ABOUT 1/4 MILE DISTANT AND IN MAGNETIC AZIMUTH 295 DEG
 HY2509'FROM THE NORTHWEST CORNER OF THE BARN NEXT TO THE SILO NEAR MR.
 HY2509'PINDALLS HOUSE. IT IS ALSO 3 MILES SOUTH OF SOUTH FINCASTLE AND 1
 HY2509'MILE NORTH OF ASH RIDGE.  THE UNDERGROUND MARK, A BOTTLE FILLED
 HY2509'WITH CEMENT WAS FOUND.  THE NECK OF THE BOTTLE WAS BROKEN OFF
 HY2509'SEVERAL YEARS AGO WHEN THE U.S.G.S. RECOVERED THE STATION, BUT THE
 HY2509'REMAINDER OF THE BOTTLE AND THE MASS OF MORTAR,SURMOUNTED BY A 12
 HY2509'INCH SECTION OF 4 INCH TILE, WAS APPARENTLY IN THEIR ORGINIAL
 HY2509'POSITION.  THE TOP OF THE TILE IS ABOUT 20 INCHES BELOW THE SURFACE
 HY2509'OF THE GROUND.  THE U.S.G.S. SET REFERENCE MARKS OF ROUGH STONE WITH
 HY2509'A CROSS ON TOP OF THEM, ONE ON THE EAST AND WEST FENCE LINE TO THE
 HY2509'SOUTH OF THE STATION AND ONE ON THE NORTH AND SOUTH FENCE LINE EAST
 HY2509'OF THE STATION.  THE FOLLOWING MEASUREMENTS, WHICH DO NOT CHECK THOSE
 HY2509'FURNISHED BY THE U.S.G.S. WERE MADE--ANGLE AT STATION BETWEEN
 HY2509'REFERENCE MARKS 89 DEG 52 MIN 05 SEC, DISTANCE FROM STATION TO
 HY2509'SOUTH REFERENCE MARK, 343.93 FEET, DISTANCE FROM STATION TO EAST
 HY2509'REFERENCE MARK, 298.06 FEET, DISTANCE BETWEEN REFERENCE MARKS,
 HY2509'454.75 FEET, DISTANCE FROM SOUTHEAST FENCE CORNER TO SOUTH REFERENCE
 HY2509'MARK, 292 FEET, DISTANCE FROM SOUTHEAST FENCE CORNER TO EAST
 HY2509'REFERENCE MARK, 334 FEET.
 HY2509'
 HY2509'TO REACH FROM JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY 125 IN
 HY2509'RUSSELLVILLE, OHIO, GO NORTH ON U.S. HIGHWAY 62 (ARROWS HILSBORO,
 HY2509'LONDON, ETC) 4.5 MILES OR 0.9 MILE PAST CROSSROADS AT ASH RIDGE, AND
 HY2509'TURN LEFT INTO DRIVE ON NORTH SIDE OF MR. PINDALLS HOUSE, CONTINUE
 HY2509'ON THROUGH BARNYARD AND UP LANE LEADING TO EDGE OF FIELD.
 HY2509
 HY2509                          STATION RECOVERY (1935)
 HY2509
 HY2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 HY2509'STATION MARK RECOVERED AS DESCRIBED BY SIMMONS 1933.  THIS STATION
 HY2509'WILL PROBABLY BE REMARKED BY THE PARTY OF M.A. HECHT.  TOWER WAS
 HY2509'ERECTED A FEW DAYS AFTER THIS NOTE WAS WRITTEN.
 HY2509
 HY2509                          STATION RECOVERY (1935)
 HY2509
 HY2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (MAH)
 HY2509'THE ORIGINAL UNDERGROUND MARK, A BOTTLE FILLED WITH CONCRETE, WAS
 HY2509'RECOVERED BUT THE TOP HAD BEEN BROKEN OFF.  IT WAS APPARENTLY IN ITS
 HY2509'ORIGINAL POSITION AND WAS REPLACED BY STANDARD UNDERGROUND AND
 HY2509'SURFACE MARKS.  THE ORIGINAL REFERENCE MARKS HAD BEEN DESTROYED BUT
 HY2509'IN RECOVERING THE STATION SEVERAL YEARS AGO THE U.S.G.S. ESTABLISHED
 HY2509'TWO NEW REFERENCE MARKS CONSISTING OF STONE SLABS WITH A CROSS ON
 HY2509'TOP OF EACH.
 HY2509'
 HY2509'THIS STATION IS LOCATED ON THE HIGHEST PART OF THE FIELD BELONGING TO
 HY2509'MR. W.A. PINDALL, 3 MILES SOUTH OF SOUTH FINCASTLE, AND 1 MILE NORTH
 HY2509'OF ASH RIDGE.
 HY2509'
 HY2509'TO REACH FROM JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY 125 IN
 HY2509'RUSSELLVILLE, GO NORTH ON U.S. HIGHWAY 62 FOR 4.5 MILES OR 0.9 MILE
 HY2509'PAST CROSSROADS AT ASH RIDGE, AND TURN LEFT INTO DRIVE ON THE NORTH
 HY2509'SIDE OF MR. PINDALLS HOUSE, CONTINUE ON THROUGH BARNYARD AND UP
 HY2509'LAND LEADING TO THE EDGE OF THE FIELD.  FROM HERE THE STATION IS
 HY2509'ABOUT 150 YARDS NORTHWEST OF THIS POINT ON THE HIGHEST POINT OF A
 HY2509'CULTIVATED FIELD.  SET 20 INCHES BELOW THE GROUND SURFACE.
 HY2509'
 HY2509'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 HY2509'CONCRETE.
 HY2509'
 HY2509'THE SOUTH REFERENCE MARK IS LOCATED ON THE EAST FENCE LINE TO THE
 HY2509'SOUTH OF THE STATION, AND 291 FEET WEST OF THE SOUTHEAST CORNER OF
 HY2509'THE FIELD.
 HY2509'
 HY2509'THE EAST REFERENCE MARK IS LOCATED ON THE NORTH SOUTH FENCE LINE AND
 HY2509'334 FEET NORTH OF THE SOUTH CORNER OF THE FIELD.
 HY2509'
 HY2509'ANGLE AT STATION BETWEEN REFERENCE MARKS IS 89 DEG 52 MIN 05 SEC.
 HY2509'
 HY2509'THE FOLLOWING DISTANCES WERE MEASURED BY M.A.H. IN 1935--DISTANCE
 HY2509'FROM STATION TO SOUTH REFERENCE MARK, 343.88 FEET, DISTANCE FROM
 HY2509'STATION TO EAST REFERENCE MARK, 298.12 FEET, DISTANCE BETWEEN
 HY2509'REFERENCE MARKS 454.55 FEET.
 HY2509'
 HY2509'THIS STATION WAS NOT OCCUPIED BY AN OBSERVATION PARTY.
 HY2509'
 HY2509'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HY2509
 HY2509                          STATION RECOVERY (1939)
 HY2509
 HY2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 HY2509'THIS STATION WAS RECOVERED AS DESCRIBED BY SIMMONS IN 1933 AND
 HY2509'REMARKED BY M.A.H. IN 1935.  THE MARKS WERE FOUND IN GOOD CONDITION.
 HY2509'THE DISTANCES TO THE REFERENCE MARKS CHECKED.
 HY2509'
 HY2509'A NEW AZIMUTH MARK WAS SET APPROXIMATELY 0.3 MILE EAST
 HY2509'SOUTHEAST OF THE STATION, ON THE NORTH SIDE OF THE DRIVEWAY BETWEEN
 HY2509'THE HOUSE AND THE BARN BELONGING TO MR. W.A. PINDALL, 8 FEET NORTH
 HY2509'OF THE CENTER LINE, AT THE SOUTHWEST CORNER OF A GARDEN LOT.  THE
 HY2509'MARK IS STAMPED ASH RIDGE 1939 AND IT PROJECTS 8 INCHES.
 HY2509
 HY2509                          STATION RECOVERY (1960)
 HY2509
 HY2509'RECOVERY NOTE BY THOMAS ENG AND SURV 1960 (HBW)
 HY2509'STATION WAS FOUND UNDISTURBED.  THE STATION IS UNDER A STEEL TOWER
 HY2509'SUPPORTED HIGH TENSION POWER TRANSMISSION LINE.  A 20 FOOT TOWER IS
 HY2509'PROBABLY THE HIGHEST TOWER WHICH COULD BE USED AT THIS STATION.
 HY2509'
 HY2509'THE AZIMUTH MARK WAS FOUND UNDISTURBED.
 HY2509
 HY2509                          STATION RECOVERY (1968)
 HY2509
 HY2509'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (WEQ)
 HY2509'STATION ASH RIDGE AND ITS AZIMUTH MARK WERE FOUND IN GOOD
 HY2509'CONDITION.
 HY2509'
 HY2509'THE REFERENCE MARKS WERE FOUND.  HOWEVER THE CROSSS CUT IN TOP OF
 HY2509'THEM ARE BECOMING INDISTINCT.
 HY2509'
 HY2509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH 343.88.
 HY2509
 HY2509                          STATION RECOVERY (1970)
 HY2509
 HY2509'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (L)
 HY2509'ASH RIDGE SURFACE MONUMENT IS GONE.  UNDERGROUND MARK FOUND IN
 HY2509'GOOD CONDITION.
 HY2509
 HY2509                          STATION RECOVERY (1970)
 HY2509
 HY2509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HY2509'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HY2509'CONDITION.  DUE TO THE HEIGHT OF CROP AND THE DIFFERENCE OF
 HY2509'ELEVATION BETWEEN THE STATION AND THE REFERENCE MARK STONES, NO
 HY2509'EFFORT WAS MADE TO GET ACCURATE MEASUREMENTS TO THE STONES, OR
 HY2509'BETWEEN THEM.  ALL DISTANCES SHOWN IN THE BOX ARE THE 1939
 HY2509'MEASUREMENTS.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE
 HY2509'BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARK STONES
 HY2509'OBSERVED, AND THE ANGLES CHECKED THE 1939 OBSERVATIONS WITHIN
 HY2509'THE REQUIRED LIMITS.
 HY2509'
 HY2509'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HY2509'
 HY2509'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH-NORTHEAST OF
 HY2509'RUSSELLVILLE, 3 MILES SOUTH OF SOUTH FINCASTLE, 1 MILE NORTH OF THE
 HY2509'SMALL COMMUNITY OF ASH RIDGE, ATOP A LOW RISE IN A CULTIVATED FIELD
 HY2509'ON THE PROPERTY OF MR. JOHN H. PINDELL.
 HY2509'
 HY2509'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 62 AND STATE
 HY2509'ROUTE 125 IN RUSSELLVILLE, GO NORTHERLY AND NORTHEASTERLY ON U. S.
 HY2509'HIGHWAY 62 FOR 3.6 MILES TO A CROSSROAD IN ASH RIDGE.  HERE
 HY2509'CONTINUE NORTHEASTERLY ON U. S. HIGHWAY 62 FOR 0.9 OF A MILE TO THE
 HY2509'FARM HOME OF MR. JOHN H. PINDELL ON THE LEFT AND THE AZIMUTH ABOUT
 HY2509'55 YARDS WEST ALONG THE NORTH SIDE OF A LANE AS DESCRIBED.  HERE
 HY2509'CONTINUE NORTHERLY ON U. S. HIGHWAY 62 FOR 0.3 OF A MILE TO
 HY2509'SCHWALLIE ROAD ON THE LEFT.  HERE TURN LEFT ON SCHWALLIE ROAD
 HY2509'AND GO WESTERLY FOR 0.35 OF A MILE TO MARTIN-ALEXANDER ROAD ON
 HY2509'THE RIGHT, CONTINUE WESTERLY ON SCHWALLIE ROAD FOR 0.05 OF A
 HY2509'MILE TO A METAL GATE ON THE LEFT NEAR EAST EDGE OF WOODS.  HERE
 HY2509'TURN LEFT, PASSING THROUGH THIS GATE, AND FOLLOW A FIELD ROAD IN A
 HY2509'GENERALLY SOUTHERLY DIRECTION FOR 0.2 OF A MILE TO WHERE THE
 HY2509'FIELD ROAD BEARS RIGHT.  HERE LEAVE THE FIELD ROAD AND GO
 HY2509'SOUTHERLY ACROSS A CULTIVATED FIELD FOR ABOUT 0.05 OF A MILE TO
 HY2509'THE HIGHEST POINT DIRECTLY UNDER A HIGH TENSION POWER
 HY2509'TRANSMISSION LINE AND THE STATION.
 HY2509'
 HY2509'THE STATION IS 344 FEET NORTH OF A METAL WITNESS POST AND SIGN IN
 HY2509'OLD EAST-WEST FENCE, 296 FEET WEST OF A METAL WITNESS POST AND SIGN
 HY2509'IN A NORTH-SOUTH FENCE, 215 FEET WEST OF THE NORTHWEST LEG OF A
 HY2509'LARGE, TRANSMISSION LINE TOWER, 213 FEET WEST OF THE SOUTHWEST LEG
 HY2509'OF THE TRANSMISSION LINE TOWER, AND DIRECTLY UNDER THE OVERHEAD
 HY2509'TRANSMISSION LINES.  IT IS A STANDARD DISK SET IN THE TOP OF
 HY2509'16-INCH, ROUND, CONCRETE MONUMENT ABOUT 20 INCHES BELOW THE
 HY2509'SURFACE OF THE FIELD AND THE DISK IS STAMPED ASH RIDGE 1887 1935.
 HY2509'
 HY2509'REFERENCE MARK EAST IS 334 FEET NORTH OF A SOUTHEAST FENCE CORNER
 HY2509'POST, 57 FEET EAST-SOUTHEAST OF THE NORTHEAST LEG OF THE
 HY2509'TRANSMISSION LINE TOWER, 47 FEET EAST OF THE SOUTHEAST LEG OF THE
 HY2509'TRANSMISSION LINE TOWER, 2.5 FEET NORTHEAST OF A METAL WITNESS POST
 HY2509'AND SIGN, 2.0 FEET EAST OF A WOVEN WIRE FENCE, AND ABOUT 12 FEET
 HY2509'BELOW THE GROUND ELEVATION AT THE STATION.  IT IS AN 8-INCH
 HY2509'BY 3-INCH STONE BURIED IN THE GROUND AN UNKNOWN DEPTH AND
 HY2509'PROJECTING 3 INCHES ABOVE THE SURROUNDING SURFACE, AND HAS A
 HY2509'CHISELED CROSS ON TOP MARKING THE POINT.
 HY2509'
 HY2509'REFERENCE MARK SOUTH IS 291 FEET WEST OF THE SOUTHEAST FENCE CORNER
 HY2509'POST, 1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN, AND 0.3 OF A
 HY2509'FOOT SOUTH OF AN EAST-WEST WOVEN WIRE FENCE.  IT IS AN 8-INCH BY
 HY2509'3-INCH STONE BURIED IN THE GROUND AN UNKNOWN DEPTH AND PROJECTING
 HY2509'6 INCHES ABOVE THE SURROUNDING SURFACE, AND HAS A CHISELED CROSS
 HY2509'ON TOP MARKING THE POINT.
 HY2509'
 HY2509'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK EAST AND
 HY2509'REFERENCE MARK SOUTH AS MEASURED IN 1939 IS 454.55 FEET - (138.547)
 HY2509'METERS.
 HY2509'
 HY2509'THE AZIMUTH MARK IS IN A FENCED LOT AT THE PINDELL FARM HOME SITE,
 HY2509'ABOUT 55 YARDS WEST OF THE APPROXIMATE CENTER OF U. S. HIGHWAY 62,
 HY2509'80.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A BARN, 69.5 FEET
 HY2509'EAST OF THE NORTHEAST CORNER OF THE BARN, 66 FEET WEST OF THE
 HY2509'APPROXIMATE CENTER OF THE BARN LOT GATE, 21 FEET WEST OF A
 HY2509'16-INCH BLACK WALNUT TREE, 12 FEET NORTH OF THE APPROXIMATE
 HY2509'CENTER OF A GRAVELED LANE DRIVE, AND 1.3 FEET SOUTH OF THE
 HY2509'SOUTH EDGE OF THE CONCRETE FOOTING FOR A STEEL GRANARY.  IT IS
 HY2509'A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 HY2509'MONUMENT THAT PROJECTS 10 INCHES AND THE DISK IS STAMPED ASH
 HY2509'RIDGE 1939.
 HY2509'
 HY2509'C AND GS FORM 685 REPORTING THE SURFACE STATION MARK DESTROYED
 HY2509'SHOULD BE IGNORED.
 HY2509'
 HY2509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.0 MILE
 HY2509'NORTH OF ASH RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0078 ***********************************************************************
 LA0078  DESIGNATION -  ASH RM 1
 LA0078  PID         -  LA0078
 LA0078  STATE/COUNTY-  OH/ALLEN
 LA0078  USGS QUAD   -  LIMA (1983)
 LA0078
 LA0078                         *CURRENT SURVEY CONTROL
 LA0078  ___________________________________________________________________
 LA0078* NAD 83(1986)-  40 42 24.     (N)    084 06 19.     (W)     SCALED    
 LA0078* NAVD 88     -       272.103  (meters)     892.72   (feet)  ADJUSTED  
 LA0078  ___________________________________________________________________
 LA0078  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 LA0078  DYNAMIC HT  -         271.969 (meters)     892.28  (feet)  COMP
 LA0078  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 LA0078
 LA0078  VERT ORDER  -  FIRST     CLASS II
 LA0078
 LA0078.The horizontal coordinates were scaled from a topographic map and have
 LA0078.an estimated accuracy of +/- 6 seconds.
 LA0078
 LA0078.The orthometric height was determined by differential leveling
 LA0078.and adjusted by the National Geodetic Survey in June 1991..
 LA0078
 LA0078.The geoid height was determined by GEOID03.
 LA0078
 LA0078.The dynamic height is computed by dividing the NAVD 88
 LA0078.geopotential number by the normal gravity value computed on the
 LA0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0078.degrees latitude (g = 980.6199 gals.).
 LA0078
 LA0078.The modeled gravity was interpolated from observed gravity values.
 LA0078
 LA0078;                    North         East    Units  Estimated Accuracy
 LA0078;SPC OH N     -   116,740.      464,360.      MT  (+/- 180 meters Scaled)
 LA0078
 LA0078                          SUPERSEDED SURVEY CONTROL
 LA0078
 LA0078  NGVD 29 (??/??/92)  272.275  (m)          893.29   (f) ADJ UNCH    1 2
 LA0078
 LA0078.Superseded values are not recommended for survey control.
 LA0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0078.See file dsdata.txt to determine how the superseded data were derived.
 LA0078
 LA0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL445102(NAD 83)
 LA0078_MARKER: DR = REFERENCE MARK DISK
 LA0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0078_SP_SET: CONCRETE POST
 LA0078_STAMPING: ASH NO 1 1943
 LA0078_MARK LOGO: CGS   
 LA0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0078+STABILITY: SURFACE MOTION
 LA0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0078+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0078
 LA0078  HISTORY     - Date     Condition        Report By
 LA0078  HISTORY     - 1943     MONUMENTED       CGS
 LA0078  HISTORY     - 1954     GOOD             NGS
 LA0078  HISTORY     - 19930708 GOOD             NGS
 LA0078
 LA0078                          STATION DESCRIPTION
 LA0078
 LA0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0078'AT LIMA.
 LA0078'AT LIMA, ABOUT 2.5 MILES SOUTH ALONG THE BALTIMORE AND OHIO
 LA0078'RAILROAD FROM THE STATION AT LIMA, THENCE ABOUT 0.45 MILE EAST
 LA0078'ALONG BUCKEYE ROAD AND ELEVENTH STREET, THENCE ABOUT 0.15 MILE
 LA0078'SOUTH ALONG SOUTH MAIN STREET, AT THE INTERSECTION OF SOUTH MAIN
 LA0078'AND THIRTEENTH STREET, 24 FEET WEST OF CENTER LINE OF SOUTH MAIN
 LA0078'STREET, 154 FEET SOUTH OF CENTER LINE OF THIRTEENTH STREET,
 LA0078'119.9 FEET SOUTH-SOUTHEAST OF STATION MARK, 44 1/2 FEET
 LA0078'WEST-NORTHWEST AND ACROSS SOUTH MAIN FROM POWER POLE NO. 922
 LA0078'A3 - 53, 33 FEET NORTH OF A TELEPHONE POLE, 28 1/2 FEET
 LA0078'EAST-SOUTHEAST OF SOUTHEAST CORNER OF HOUSE NO. 2204 SOUTH MAIN
 LA0078'STREET, ABOUT LEVEL WITH STREET AND SET IN THE TOP OF A CONCRETE
 LA0078'POST PROJECTING 5 INCHES.
 LA0078
 LA0078                          STATION RECOVERY (1993)
 LA0078
 LA0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0078'3.5 KM (2.15 MI) SOUTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 LA0078'JUNCTION OF STATE HIGHWAY 117 IN LIMA, THENCE 0.7 KM (0.45 MI)
 LA0078'EASTERLY ALONG BUCKEYE ROAD AND 11TH STREET, THENCE 0.2 KM (0.10 MI)
 LA0078'SOUTHERLY ALONG SOUTH MAIN STREET, 47.6 M (156.2 FT) SOUTH OF THE
 LA0078'CENTER OF 13TH STREET, 36.3 M (119.1 FT) SOUTH OF TRIANGULATION
 LA0078'STATION ASH, 7.5 M (24.6 FT) WEST OF THE CENTER OF MAIN STREET, 0.3 M
 LA0078'(1.0 FT) ABOVE THE LEVEL OF MAIN STREET, AND THE MONUMENT PROJECTS
 LA0078'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0079 ***********************************************************************
 LA0079  DESIGNATION -  ASH RM 2
 LA0079  PID         -  LA0079
 LA0079  STATE/COUNTY-  OH/ALLEN
 LA0079  USGS QUAD   -  LIMA (1983)
 LA0079
 LA0079                         *CURRENT SURVEY CONTROL
 LA0079  ___________________________________________________________________
 LA0079* NAD 83(1986)-  40 42 24.     (N)    084 06 19.     (W)     SCALED    
 LA0079* NAVD 88     -       273.356  (meters)     896.84   (feet)  ADJUSTED  
 LA0079  ___________________________________________________________________
 LA0079  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 LA0079  DYNAMIC HT  -         273.221 (meters)     896.39  (feet)  COMP
 LA0079  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 LA0079
 LA0079  VERT ORDER  -  FIRST     CLASS II
 LA0079
 LA0079.The horizontal coordinates were scaled from a topographic map and have
 LA0079.an estimated accuracy of +/- 6 seconds.
 LA0079
 LA0079.The orthometric height was determined by differential leveling
 LA0079.and adjusted by the National Geodetic Survey in June 1991..
 LA0079
 LA0079.The geoid height was determined by GEOID03.
 LA0079
 LA0079.The dynamic height is computed by dividing the NAVD 88
 LA0079.geopotential number by the normal gravity value computed on the
 LA0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0079.degrees latitude (g = 980.6199 gals.).
 LA0079
 LA0079.The modeled gravity was interpolated from observed gravity values.
 LA0079
 LA0079;                    North         East    Units  Estimated Accuracy
 LA0079;SPC OH N     -   116,740.      464,360.      MT  (+/- 180 meters Scaled)
 LA0079
 LA0079                          SUPERSEDED SURVEY CONTROL
 LA0079
 LA0079  NGVD 29 (??/??/92)  273.528  (m)          897.40   (f) ADJ UNCH    1 2
 LA0079
 LA0079.Superseded values are not recommended for survey control.
 LA0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0079.See file dsdata.txt to determine how the superseded data were derived.
 LA0079
 LA0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL445102(NAD 83)
 LA0079_MARKER: DR = REFERENCE MARK DISK
 LA0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0079_SP_SET: CONCRETE POST
 LA0079_STAMPING: ASH NO 2 1943
 LA0079_MARK LOGO: CGS   
 LA0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0079+STABILITY: SURFACE MOTION
 LA0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0079+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0079
 LA0079  HISTORY     - Date     Condition        Report By
 LA0079  HISTORY     - 1943     MONUMENTED       CGS
 LA0079  HISTORY     - 1954     GOOD             NGS
 LA0079  HISTORY     - 19930708 GOOD             NGS
 LA0079
 LA0079                          STATION DESCRIPTION
 LA0079
 LA0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0079'AT LIMA.
 LA0079'AT LIMA, ABOUT 2.5 MILES SOUTH ALONG THE BALTIMORE AND OHIO
 LA0079'RAILROAD FROM THE STATION AT LIMA, THENCE ABOUT 0.45 MILE EAST
 LA0079'ALONG BUCKEYE ROAD AND ELEVENTH STREET, THENCE ABOUT 0.15 MILE
 LA0079'SOUTH ALONG SOUTH MAIN STREET, AT THE INTERSECTION OF SOUTH MAIN
 LA0079'STREET AND THIRTEENTH STREET, 135 FEET WEST OF CENTER LINE OF
 LA0079'SOUTH MAIN STREET, 14 FEET SOUTH OF CENTER LINE OF THIRTEENTH
 LA0079'STREET, 2 FEET SOUTH OF POWER POLE NO. 922 A 3- 32, 95 FEET WEST
 LA0079'OF THE STATION MARK, ABOUT LEVEL WITH THIRTEENTH STREET AND SET
 LA0079'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 LA0079
 LA0079                          STATION RECOVERY (1993)
 LA0079
 LA0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0079'3.5 KM (2.15 MI) SOUTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 LA0079'JUNCTION OF STATE HIGHWAY 117 IN LIMA, THENCE 0.7 KM (0.45 MI)
 LA0079'EASTERLY ALONG BUCKEYE ROAD AND 11TH STREET, THENCE 0.2 KM (0.10 MI)
 LA0079'SOUTHERLY ALONG SOUTH MAIN STREET, 41.4 M (135.8 FT) WEST OF THE
 LA0079'STREET CENTER, 28.9 M (94.8 FT) WEST OF TRIANGULATION STATION ASH,
 LA0079'4.2 M (13.8 FT) SOUTH OF AND LEVEL WITH THE CENTER OF 13TH STREET,
 LA0079'0.6 M (2.0 FT) EAST OF A UTILITY POLE NUMBER 922A3-32, 0.3 M (1.0 FT)
 LA0079'EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 LA0079'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1896 ***********************************************************************
 KZ1896  DESIGNATION -  ASHBROOK
 KZ1896  PID         -  KZ1896
 KZ1896  STATE/COUNTY-  OH/DELAWARE
 KZ1896  USGS QUAD   -  SUNBURY (1981)
 KZ1896
 KZ1896                         *CURRENT SURVEY CONTROL
 KZ1896  ___________________________________________________________________
 KZ1896* NAD 83(1995)-  40 09 15.01422(N)    082 45 52.95939(W)     ADJUSTED  
 KZ1896* NAVD 88     -       344.9    (meters)    1132.     (feet)  GPS OBS   
 KZ1896  ___________________________________________________________________
 KZ1896  X           -     614,850.332 (meters)                     COMP
 KZ1896  Y           -  -4,843,050.874 (meters)                     COMP
 KZ1896  Z           -   4,091,284.810 (meters)                     COMP
 KZ1896  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 KZ1896  ELLIP HEIGHT-         310.96  (meters)          (10/07/05) GPS OBS
 KZ1896  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ1896
 KZ1896  HORZ ORDER  -  FIRST
 KZ1896  ELLP ORDER  -  FOURTH    CLASS I
 KZ1896
 KZ1896.The horizontal coordinates were established by classical geodetic methods
 KZ1896.and adjusted by the National Geodetic Survey in April 1998..
 KZ1896
 KZ1896.The orthometric height was determined by GPS observations and a
 KZ1896.high-resolution geoid model.
 KZ1896
 KZ1896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1896
 KZ1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1896
 KZ1896.The ellipsoidal height was determined by GPS observations
 KZ1896.and is referenced to NAD 83.
 KZ1896
 KZ1896.The geoid height was determined by GEOID03.
 KZ1896
 KZ1896;                    North         East     Units Scale Factor Converg.
 KZ1896;SPC OH N     -    54,171.015   577,444.795   MT  1.00006518   -0 10 26.0
 KZ1896;SPC OH S     -   239,184.636   577,445.673   MT  1.00002615   -0 10 04.7
 KZ1896;UTM  17      - 4,446,361.710   349,700.069   MT  0.99987809   -1 08 17.4
 KZ1896
 KZ1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1896!SPC OH N     -   0.99995122  x   1.00006518  =   1.00001640
 KZ1896!SPC OH S     -   0.99995122  x   1.00002615  =   0.99997737
 KZ1896!UTM  17      -   0.99995122  x   0.99987809  =   0.99982932
 KZ1896
 KZ1896:                Primary Azimuth Mark                     Grid Az
 KZ1896:SPC OH N     -  ASHBROOK AZ MK                           036 31 01.3
 KZ1896:SPC OH S     -  ASHBROOK AZ MK                           036 30 40.0
 KZ1896:UTM  17      -  ASHBROOK AZ MK                           037 28 52.7
 KZ1896
 KZ1896|---------------------------------------------------------------------|
 KZ1896| PID    Reference Object                     Distance      Geod. Az  |
 KZ1896|                                                           dddmmss.s |
 KZ1896| CE6149 ASHBROOK AZ MK                                     0362035.3 |
 KZ1896| CE6150 ASHBROOK AZ MK RESET                               0362733.4 |
 KZ1896| CE6151 ASHBROOK RM 1                        62.639 METERS 04312     |
 KZ1896| KZ1891 JOHNSTOWN ATT MICROWAVE             APPROX.12.9 KM 0891030.5 |
 KZ1896| KZ1895 JOHNSTOWN MUNICIPAL TANK            APPROX. 7.2 KM 0912753.7 |
 KZ1896| KZ1899 ASHBROOK RM A                        27.523 METERS 19439     |
 KZ1896| KZ1897 SUNBURY MUNICIPAL TANK              APPROX.12.9 KM 3231024.2 |
 KZ1896| CE6152 ASHBROOK RM 2                        48.137 METERS 32822     |
 KZ1896|---------------------------------------------------------------------|
 KZ1896
 KZ1896                          SUPERSEDED SURVEY CONTROL
 KZ1896
 KZ1896  ELLIP H (04/01/98)  310.90   (m)                       GP(       ) 4 1
 KZ1896  NAD 83(1986)-  40 09 15.02003(N)    082 45 52.96581(W) AD(       ) 1
 KZ1896  NAD 27      -  40 09 14.79500(N)    082 45 53.33600(W) AD(       ) 1
 KZ1896  NGVD 29 (07/19/86)  345.8    (m)         1135.     (f) VERT ANG       
 KZ1896
 KZ1896.Superseded values are not recommended for survey control.
 KZ1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1896.See file dsdata.txt to determine how the superseded data were derived.
 KZ1896
 KZ1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4970046362(NAD 83)
 KZ1896_MARKER: DS = TRIANGULATION STATION DISK
 KZ1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1896_SP_SET: CONCRETE POST
 KZ1896_MARK LOGO: CGS   
 KZ1896_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1896+STABILITY: SURFACE MOTION
 KZ1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1896+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1991
 KZ1896
 KZ1896  HISTORY     - Date     Condition        Report By
 KZ1896  HISTORY     - 1933     MONUMENTED       CGS
 KZ1896  HISTORY     - 1933     GOOD             CGS
 KZ1896  HISTORY     - 1969     GOOD             CGS
 KZ1896  HISTORY     - 1987     GOOD             AEROS
 KZ1896  HISTORY     - 19901115 GOOD             WOOLPT
 KZ1896  HISTORY     - 19910222 GOOD
 KZ1896
 KZ1896                          STATION DESCRIPTION
 KZ1896
 KZ1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ1896'STATION IS ON
 KZ1896'LAND OWNED BY
 KZ1896'WILLIAM A. ASHBROOK OF JOHNSTOWN, RUSSELL GREEN IS
 KZ1896'TENANT ON THE FARM, WHICH IS
 KZ1896'ABOUT 4-1/2 MILES WEST OF JOHNSTOWN,
 KZ1896'IN HARLEM TOWNSHIP, ABOUT 2 MILES NORTH AND 1/4
 KZ1896'MILE WEST
 KZ1896'OF THE SOUTHEAST CORNER OF DELAWARE COUNTY.  STATION IS IN A
 KZ1896'PASTURE AT THE
 KZ1896'EAST END OF A LOCUST GROVE ABOUT 200 YARDS SOUTHWEST
 KZ1896'OF THE FARM RESIDENCE, 165 FEET
 KZ1896'SOUTH OF A FENCE, 265 FEET
 KZ1896'WEST OF A FENCE, AND 35 FEET NORTH-NORTHEAST OF A
 KZ1896'30-INCH APPLE
 KZ1896'TREE, AND THE MARK PROJECTS 3 INCHES ABOVE THE GROUND.
 KZ1896'
 KZ1896'TO REACH THE STATION FROM JOHNSTOWN, GO SOUTHWEST 2.0 MILES
 KZ1896'ON U. S. HIGHWAY
 KZ1896'62 FROM THE JUNCTION OF STATE HIGHWAY 37 AND
 KZ1896'U. S. HIGHWAY 62 AT THE NORTH
 KZ1896'CORNER OF THE TOWN HALL SQUARE TO A
 KZ1896'GRAVEL CROSS ROAD, TURN RIGHT ON GRAVEL ROAD AND
 KZ1896'PROCEED NORTHWEST
 KZ1896'2.3 MILES TO INTERSECTION OF FIVE ROADS AT THE LICKING-
 KZ1896'DELAWARE COUNTY
 KZ1896'LINE, CONTINUE NORTHWEST 0.2 MILE TO LANE LEADING
 KZ1896'SOUTH TO THE ASHBROOK FARM
 KZ1896'BUILDINGS, TURN LEFT INTO LANE
 KZ1896'AND PROCEED 0.15 MILE, PASS HOUSE AND BARN,
 KZ1896'AND PROCEED SOUTHWEST
 KZ1896'0.05 MILE TO THE STATION.
 KZ1896'
 KZ1896'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 KZ1896'STANDARD BRONZE
 KZ1896'DISKS SET IN CONCRETE.
 KZ1896'
 KZ1896'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 1 FOOT
 KZ1896'SOUTH OF FENCE AND
 KZ1896'140 FEET WEST OF FENCE CORNER, AND PROJECTS
 KZ1896'8 INCHES.  REFERENCE MARK NO. 2 IS
 KZ1896'NORTH-NORTHWEST OF THE STATION,
 KZ1896'1 FOOT SOUTHEAST OF FENCE AND 50 FEET SOUTHWEST OF
 KZ1896'FENCE
 KZ1896'CORNER, AND PROJECTS 8 INCHES.
 KZ1896'
 KZ1896'AZIMUTH MARK IS ABOUT 0.4 MILE NORTHEAST OF THE STATION, 18
 KZ1896'FEET EAST OF THE
 KZ1896'CENTER LINE OF THE COUNTY LINE ROAD, 45 FEET
 KZ1896'SOUTH OF A LONE, DOUBLE, 12-INCH
 KZ1896'OAK TREE, 0.3 MILE NORTH OF THE
 KZ1896'INTERSECTION OF FIVE ROADS, AND PROJECTS 10 INCHES.
 KZ1896'
 KZ1896'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KZ1896
 KZ1896                          STATION RECOVERY (1933)
 KZ1896
 KZ1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KZ1896'RECOVERED IN GOOD CONDITION.
 KZ1896
 KZ1896                          STATION RECOVERY (1969)
 KZ1896
 KZ1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WOK)
 KZ1896'STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 KZ1896'CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE LOOSE IN THE GROUND
 KZ1896'AND WAS REINFORCED.
 KZ1896'
 KZ1896'THE HORIZONTAL ANGLE TO THE REFERENCE MARKS CHECKED THE PREVIOUS DATA
 KZ1896'ADEQUATELY, BUT A SLIGHT DIFFERENCE IN DISTANCE WAS NOTED TO
 KZ1896'REFERENCE MARK 2.
 KZ1896'
 KZ1896'THE STATION IS ON THE PROPERTY OWNED BY MR. JOHN BACHMAN.
 KZ1896'
 KZ1896'TO REACH THE STATION FROM THE NORTH CORNER OF THE COURT HOUSE SQUARE
 KZ1896'IN JOHNSTOWN, GO SOUTHWEST ON U.S. HIGHWAY 62 FOR 2.1 MILES TO THE
 KZ1896'JUNCTION OF COUNTY ROAD 33.  TURN RIGHT ON COUNTY ROAD 33 AND GO
 KZ1896'NORTHWEST FOR 2.4 MILES TO THE JUNCTION OF COUNTY ROAD 51.
 KZ1896'CONTINUE NORTHWEST FOR 0.2 MILE TO A FARM LANE ON THE LEFT.  TURN
 KZ1896'LEFT (SOUTH) ON FARM LANE AND GO 0.15 MILE TO A METAL GATE
 KZ1896'AND BARN.  PASS THROUGH GATE AND GO SOUTH AND WEST FOR APPROXIMATELY
 KZ1896'250 FEET TO A SECOND METAL GATE AND CATTLE LANE WEST.  CONTINUE
 KZ1896'WEST, PASSING THROUGH GATE, FOR APPROXIMATELY 150 FEET TO A
 KZ1896'THIRD GATE.  PASS THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE
 KZ1896'FOR 0.05 MILE TO THE STATION.
 KZ1896'
 KZ1896'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF COUNTY ROADS 33 AND
 KZ1896'51 GO NORTH ON COUNTY ROAD 51 FOR 0.25 MILE TO AZIMUTH MARK ON THE
 KZ1896'RIGHT.
 KZ1896'
 KZ1896'THE STATION MARK IS STAMPED ASHBROOK 1933 AND IS FLUSH WITH THE
 KZ1896'SURFACE OF THE GROUND.  IT IS 165.0 FEET SOUTH OF AN EAST-WEST
 KZ1896'FENCELINE, 196.5 FEET NORTH-NORTHEAST OF A 36 INCH LOCUST TREE,
 KZ1896'161.0 FEET NORTHWEST OF A 24 INCH WALNUT TREE AND APPROXIMATELY
 KZ1896'250 FEET SOUTHWEST OF A WOODEN GATE.
 KZ1896'
 KZ1896'REFERENCE MARK 1 IS STAMPED ASHBROOK NO 1 1933 AND PROJECTS 12 INCHES
 KZ1896'ABOVE THE GROUND.  IT IS 16.2 FEET SOUTH OF AN EAST-WEST FENCELINE
 KZ1896'AND 106.0 FEET WEST OF THE SOUTH GATE POST OF A WOODEN GATE.
 KZ1896'
 KZ1896'REFERENCE MARK 2 IS STAMPED ASHBROOK NO 2 1933 AND PROJECTS 12 INCHES
 KZ1896'ABOVE THE GROUND.  IT IS 54.2 FEET SOUTH OF AN EAST-WEST FENCELINE.
 KZ1896'
 KZ1896'THE AZIMUTH MARK IS STAMPED ASHBROOK 1933 AZIMUTH AND PROJECTS 12
 KZ1896'INCHES ABOVE THE GROUND.  IT IS 29 FEET EAST OF THE CENTERLINE OF A
 KZ1896'NORTH-SOUTH SURFACED ROAD, 1.2 FEET WEST OF A NORTH-SOUTH
 KZ1896'FENCELINE, 1.9 FEET SOUTHWEST OF A METAL WITNESS POST AND 55.5
 KZ1896'FEET SOUTH OF A POWERLINE POLE NO. 145/U.
 KZ1896'
 KZ1896'A FIRST ORDER TRAVERSE CONNECTION WAS MADE TO STATION ASHBROOK RM
 KZ1896'A TPC 1969.
 KZ1896'
 KZ1896'THE RM A IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED ASHBROOK
 KZ1896'RM A 1969 USATOPOCOM AND IS SET IN THE TOP OF A SQUARE CONCRETE
 KZ1896'MONUMENT WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  A SUB-SURFACE
 KZ1896'DISK WAS SET ABOUT 3 FEET BELOW THE SURFACE MARK IN A BLOCK OF
 KZ1896'CONCRETE AND IS STAMPED THE SAME AS THE SURFACE DISK.  IT IS 120
 KZ1896'FEET NORTHEAST OF A 36 INCH LOCUST TREE AND 138 FEET WEST OF A 24
 KZ1896'INCH WALNUT TREE.
 KZ1896'
 KZ1896'THE AZIMUTH TO THE AZIMUTH FAILED TO CHECK THE 1933 AZIMUTH BY 07
 KZ1896'FEET.
 KZ1896'
 KZ1896'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES WEST OF
 KZ1896'JOHNSTOWN.
 KZ1896'
 KZ1896'HEIGHT OF LIGHT ABOVE STATION MARK 72.5 FEET.
 KZ1896
 KZ1896                          STATION RECOVERY (1987)
 KZ1896
 KZ1896'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (TJA)
 KZ1896'THE STATION WAS RECOVERED AT THIS DATE.
 KZ1896'A NEW DESCRIPTION FOLLOWS.
 KZ1896'
 KZ1896'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 KZ1896'EAST-SOUTHEAST OF CENTER VILLAGE,
 KZ1896'7.2 KM (4.5 MI) WEST OF JOHNSTOWN,
 KZ1896'4.8 KM (3.0 MI) NORTH OF THE JUNCTION OF THE DELAWARE
 KZ1896'COUNTY-FRANKLIN COUNTY-LICKING COUNTY LINES.
 KZ1896'OWNERSHIP--H. CHARLES BACHMANN, 16062 CENTER VILLAGE ROAD,
 KZ1896'JOHNSTOWN, OHIO, PHONE NUMBER (614)965-1123.
 KZ1896'
 KZ1896'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 37 AND U.S.
 KZ1896'ROUTE 62 IN JOHNSTOWN, GO SOUTHWEST FOR 3.4 KM (2.1 MI) ON U.S.
 KZ1896'ROUTE 62 TO THE JUNCTION OF COUNTY ROUTE 33.
 KZ1896'TURN RIGHT AND GO NORTHWEST FOR 3.9 KM (2.4 MI) ON COUNTY ROUTE 33
 KZ1896'TO THE JUNCTION OF COUNTY ROAD 51.
 KZ1896'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 KZ1896'0.3 KM (0.2 MI) ON COUNTY ROUTE 33 TO A FARM LANE ON THE LEFT.
 KZ1896'TURN LEFT AND GO SOUTH FOR 0.2 KM (0.15 MI) ON THE FARM LANE TO A
 KZ1896'METAL GATE AND A BARN.  PASS THROUGH GATE AND GO SOUTH AND WEST FOR
 KZ1896'ABOUT 76 METERS (250 FT) TO A SECOND METAL GATE AND A CATTLE LANE
 KZ1896'WEST.  PASS THROUGH GATE AND GO WEST FOR 46 METERS (150 FT) TO A
 KZ1896'THIRD GATE.  PASS THROUGH GATE AND GO SOUTHWEST FOR 0.1 KM (0.05
 KZ1896'MI) ACROSS A PASTURE TO THE STATION.
 KZ1896'
 KZ1896'THE STATION IS A STANDARD USC+GS DISK
 KZ1896'STAMPED---ASHBROOK 1933---,
 KZ1896'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KZ1896'31 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KZ1896'62.639 METERS (205.51 FT) SOUTHWEST FROM A CONCRETE MONUMENT WITH A
 KZ1896'STANDARD USC+GS DISK STAMPED---ASHBROOK RM-1 1933---,
 KZ1896'48.137 METERS (157.93 FT) SOUTH-SOUTHEAST FROM A CONCRETE MONUMENT
 KZ1896'WITH A STANDARD USC+GS DISK STAMPED---ASHBROOK RM-2 1933---,
 KZ1896'27.525 METERS (90.30 FT) NORTH-NORTHEAST FROM A CONCRETE MONUMENT
 KZ1896'WITH A STANDARD USC+GS DISK STAMPED---ASHBROOK RM-A TPC 1969---.
 KZ1896'THE UNDERGROUND MARK IS A STANDARD USC+GS DISK
 KZ1896'STAMPED---ASHBROOK 1933---,
 KZ1896'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METERS BELOW THE
 KZ1896'SURFACE.
 KZ1896
 KZ1896                          STATION RECOVERY (1990)
 KZ1896
 KZ1896'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 KZ1896'RECOVERED IN GOOD CONDITION.
 KZ1896
 KZ1896                          STATION RECOVERY (1991)
 KZ1896
 KZ1896'RECOVERED 1991
 KZ1896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1899 ***********************************************************************
 KZ1899  DESIGNATION -  ASHBROOK RM A
 KZ1899  PID         -  KZ1899
 KZ1899  STATE/COUNTY-  OH/DELAWARE
 KZ1899  USGS QUAD   -  SUNBURY (1981)
 KZ1899
 KZ1899                         *CURRENT SURVEY CONTROL
 KZ1899  ___________________________________________________________________
 KZ1899* NAD 83(1995)-  40 09 14.15088(N)    082 45 53.25349(W)     ADJUSTED  
 KZ1899* NAVD 88     -       345.1    (meters)    1132.     (feet)  VERTCON   
 KZ1899  ___________________________________________________________________
 KZ1899  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 KZ1899  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ1899
 KZ1899  HORZ ORDER  -  FIRST
 KZ1899
 KZ1899.The horizontal coordinates were established by classical geodetic methods
 KZ1899.and adjusted by the National Geodetic Survey in April 1998..
 KZ1899
 KZ1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1899
 KZ1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1899
 KZ1899.The geoid height was determined by GEOID03.
 KZ1899
 KZ1899;                    North         East     Units Scale Factor Converg.
 KZ1899;SPC OH N     -    54,144.405   577,437.753   MT  1.00006524   -0 10 26.2
 KZ1899;SPC OH S     -   239,158.027   577,438.634   MT  1.00002609   -0 10 04.9
 KZ1899;UTM  17      - 4,446,335.228   349,692.582   MT  0.99987812   -1 08 17.6
 KZ1899
 KZ1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1899!SPC OH N     -   0.99995119  x   1.00006524  =   1.00001643
 KZ1899!SPC OH S     -   0.99995119  x   1.00002609  =   0.99997728
 KZ1899!UTM  17      -   0.99995119  x   0.99987812  =   0.99982932
 KZ1899
 KZ1899|---------------------------------------------------------------------|
 KZ1899| PID    Reference Object                     Distance      Geod. Az  |
 KZ1899|                                                           dddmmss.s |
 KZ1899| KZ1896 ASHBROOK                             27.523 METERS 01439     |
 KZ1899| KZ1891 JOHNSTOWN ATT MICROWAVE             APPROX.12.9 KM 0890324.8 |
 KZ1899|---------------------------------------------------------------------|
 KZ1899
 KZ1899                          SUPERSEDED SURVEY CONTROL
 KZ1899
 KZ1899  NAD 83(1986)-  40 09 14.15657(N)    082 45 53.25997(W) AD(       ) 1
 KZ1899  NAD 27      -  40 09 13.93165(N)    082 45 53.63014(W) AD(       ) 1
 KZ1899  NGVD 29 (07/19/86)  345.3    (m)         1133.     (f) VERT ANG       
 KZ1899
 KZ1899.Superseded values are not recommended for survey control.
 KZ1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1899.See file dsdata.txt to determine how the superseded data were derived.
 KZ1899
 KZ1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4969346335(NAD 83)
 KZ1899_MARKER: DD = SURVEY DISK
 KZ1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1899_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1899_STAMPING: ASHBROOK RMA 1969 USATOPOCOM
 KZ1899_MARK LOGO: DMA   
 KZ1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1899+STABILITY: SURFACE MOTION
 KZ1899
 KZ1899  HISTORY     - Date     Condition        Report By
 KZ1899  HISTORY     - 1969     MONUMENTED       USE
 KZ1899
 KZ1899                          STATION DESCRIPTION
 KZ1899
 KZ1899'DESCRIBED BY US ENGINEERS 1969 (WOK)
 KZ1899'THE RM A IS LOCATED AT THE SAME SITE AND ON THE SAME PROPERTY AS
 KZ1899'TRIANGULATION STATION ASHBROOK 1933.
 KZ1899'
 KZ1899'A U.S. ARMY, CORPS OF ENGINEERS DISK, STAMPED ASHBROOK RMA 1969
 KZ1899'USATOPOCOM, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 KZ1899'PROJECTS 0.2 FEET.  THE MARK IS 120 FEET NORTHEAST OF A 36 INCH
 KZ1899'LOCUST TREE, 138 FEET WEST OF A 24 INCH WALNUT TREE.
 KZ1899'
 KZ1899'A FIRST ORDER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 KZ1899'ASHBROOK 1933.
 KZ1899'
 KZ1899'NOTE--A SUB-SURFACE MARK WAS SET ABOUT 3 FEET BELOW SURFACE MARK AND
 KZ1899'STAMPED THE SAME AS SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2962 ***********************************************************************
 MB2962  FBN         -  This is a Federal Base Network Control Station.
 MB2962  PACS        -  This is a Primary Airport Control Station.
 MB2962  DESIGNATION -  ASHCOPORT
 MB2962  PID         -  MB2962
 MB2962  STATE/COUNTY-  OH/ASHTABULA
 MB2962  USGS QUAD   -  GAGEVILLE (1994)
 MB2962
 MB2962                         *CURRENT SURVEY CONTROL
 MB2962  ___________________________________________________________________
 MB2962* NAD 83(1995)-  41 46 47.89399(N)    080 42 02.07831(W)     ADJUSTED  
 MB2962* NAVD 88     -       276.77   (meters)     908.0    (feet)  GPS OBS   
 MB2962  ___________________________________________________________________
 MB2962  X           -     769,752.071 (meters)                     COMP
 MB2962  Y           -  -4,700,892.735 (meters)                     COMP
 MB2962  Z           -   4,227,572.413 (meters)                     COMP
 MB2962  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 MB2962  ELLIP HEIGHT-         242.53  (meters)          (09/23/04) GPS OBS
 MB2962  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 MB2962
 MB2962  HORZ ORDER  -  A
 MB2962  ELLP ORDER  -  FOURTH    CLASS I
 MB2962
 MB2962.This mark is at Ashtabula Airport (7G2)
 MB2962
 MB2962.The horizontal coordinates were established by GPS observations
 MB2962.and adjusted by the National Geodetic Survey in July 1992..
 MB2962
 MB2962.The orthometric height was determined by GPS observations and a
 MB2962.high-resolution geoid model.
 MB2962
 MB2962.GPS derived orthometric heights for airport stations designated as
 MB2962.PACS or SACS are published to 2 decimal places.  This maintains
 MB2962.centimeter relative accuracy between the PACS and SACS.  It does
 MB2962.not indicate centimeter accuracy relative to other marks which are
 MB2962.part of the NAVD 88 network.
 MB2962
 MB2962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB2962
 MB2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2962
 MB2962.The ellipsoidal height was determined by GPS observations
 MB2962.and is referenced to NAD 83.
 MB2962
 MB2962.The geoid height was determined by GEOID03.
 MB2962
 MB2962;                    North         East     Units Scale Factor Converg.
 MB2962;SPC OH N     -   236,225.728   749,587.859   MT  1.00001640   +1 10 55.7
 MB2962;UTM  17      - 4,625,390.397   524,882.730   MT  0.99960762   +0 11 58.2
 MB2962
 MB2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2962!SPC OH N     -   0.99996196  x   1.00001640  =   0.99997836
 MB2962!UTM  17      -   0.99996196  x   0.99960762  =   0.99956960
 MB2962
 MB2962|---------------------------------------------------------------------|
 MB2962| PID    Reference Object                     Distance      Geod. Az  |
 MB2962|                                                           dddmmss.s |
 MB2962| AD9680 ASHTABULA CBL 1000                  205.464 METERS 12838     |
 MB2962| MB2965 ASHCOPORT AZ MK                     455.397 METERS 2303736.4 |
 MB2962|---------------------------------------------------------------------|
 MB2962
 MB2962                          SUPERSEDED SURVEY CONTROL
 MB2962
 MB2962  ELLIP H (07/24/97)  242.53   (m)                       GP(       ) 2 1
 MB2962  ELLIP H (07/31/92)  242.48   (m)                       GP(       ) 1 1
 MB2962  NAD 83(1986)-  41 46 47.90821(N)    080 42 02.09770(W) AD(       ) 3
 MB2962  NAD 27      -  41 46 47.70784(N)    080 42 02.75611(W) AD(       ) 3
 MB2962  NGVD 29 (02/23/89)  276.9    (m)          908.     (f) GPS OBS        
 MB2962
 MB2962.Superseded values are not recommended for survey control.
 MB2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2962.See file dsdata.txt to determine how the superseded data were derived.
 MB2962
 MB2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG2488325390(NAD 83)
 MB2962_MARKER: DH = HORIZONTAL CONTROL DISK
 MB2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2962_SP_SET: CONCRETE POST
 MB2962_STAMPING: ASHCOPORT 1986
 MB2962_MARK LOGO: NGS   
 MB2962_PROJECTION: FLUSH
 MB2962_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB2962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2962+STABILITY: SURFACE MOTION
 MB2962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2962+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 MB2962
 MB2962  HISTORY     - Date     Condition        Report By
 MB2962  HISTORY     - 1986     MONUMENTED       NGS
 MB2962  HISTORY     - 1987     GOOD             NGS
 MB2962  HISTORY     - 19900503 GOOD             NGS
 MB2962  HISTORY     - 19921014 GOOD             NGS
 MB2962  HISTORY     - 19931008 GOOD             OHDT
 MB2962  HISTORY     - 19940810 GOOD             NGS
 MB2962  HISTORY     - 19950726 GOOD             NGS
 MB2962  HISTORY     - 19960507 GOOD             OHDT
 MB2962  HISTORY     - 20030710 GOOD             OHDT
 MB2962
 MB2962                          STATION DESCRIPTION
 MB2962
 MB2962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MB2962'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 167, GO EAST
 MB2962'ON HIGHWAY 167 FOR 2.22 KM (1.4 MILE) TO A CROSSROAD.  TURN LEFT,
 MB2962'NORTH, ON BROWN ROAD FOR 4.15 KM (2.6 MILES) TO THE AIRPORT ON THE
 MB2962'RIGHT.
 MB2962'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED---ASHCOPORT 1986
 MB2962'---.THE SURFACE DISK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST
 MB2962'FLUSH WITH THE GROUND. IT IS 49.7 METERS EAST OF THE SOUTHEAST CORNER
 MB2962'OF THE ADMINISTRATION BUILDING, 8.8 METERS WEST OF THE ROAD CENTER,
 MB2962'5.5 METERS SOUTH OF 20 CM METAL WELL HEAD, AND 2.0 METERS NORTH OF
 MB2962'A FIBERGLASS WITNESS POST SET IN THE FENCE LINE.  THE SUBSURFACE DISK
 MB2962'IS SET N THE TOP OF AN IRREGULAR CONCRETE MASS 0.4 METERS BELOW
 MB2962'GROUND.
 MB2962'DESCRIBED BY G.R. HEID, TYPED BY JAMES MALONEY 9/03/87.
 MB2962
 MB2962                          STATION RECOVERY (1987)
 MB2962
 MB2962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 MB2962'THE STATION WAS RECOVERED ON THIS DATE.
 MB2962'THE STATION IS LOCATED ABOUT 13.0 KM (8.0 MI.) SOUTHEAST
 MB2962'OF ASHTABULA, 3.2 KM (2.0 MI.) NORTH-NORTHEAST OF THE JUNCTION
 MB2962'OF STATE HIGHWAYS 11 AND 167 AND AT THE ASHTABULA COUNTY
 MB2962'AIRPORT.  IT IS IN T 11 N, R 2 W.
 MB2962'OWNERSHIP --- COUNTY OF ASHTABULA, W.J. KISS, AIRPORT
 MB2962'MANAGER, 1968 BROWN ROAD, JEFFERSON, OH 44047, PHONE
 MB2962'216-275-3821.
 MB2962'
 MB2962'TO REACH THE STATION FROM THE JUNCTION OR STATE HIGHWAYS 11
 MB2962'AND 167, ABOUT 16.1 KM. (10.0 MI.) SOUTH OF ASHTABULA
 MB2962'GO EAST ON STATE HIGHWAY 167 FOR 2.2 KM (1.4 MI) TO A
 MB2962'CROSSROAD.  TURN LEFT AND GO NORTH ON BROWN ROAD
 MB2962'FOR 4.2 KM (2.6 MI) TO THE AIRPORT ROAD ON THE RIGHT.  TURN RIGHT
 MB2962'AND GO EAST FOR 1.1 KM (0.7 MI) TO THE AIRPORT AND THE STATION
 MB2962'ON THE RIGHT NEAR A FENCE LINE.
 MB2962'
 MB2962'THE STATION MARK IS A STANDARD NGS STATION MARK DISK
 MB2962'STAMPED --- ASHCOPORT 1986 --- SET IN THE TOP OF A
 MB2962'CONCRETE POST 25 CM IN DIAMETER AND FLUSH WITH THE GROUND.
 MB2962'IT IS LOCATED 49.7 METERS (163.1 FT) EAST OF THE SOUTHEAST
 MB2962'CORNER OF THE ADMINISTRATION BUILDING, 21.9 METERS
 MB2962'(72.0 FT.) WEST OF THE SOUTHWEST CORNER OF A HANGAR,
 MB2962'8.8 METERS (28.9 FT.) WEST OF THE ROAD CENTER, 5.5 METERS
 MB2962'(18.0 FT) SOUTH OF A 20-INCH METAL WELL HEAD AND 2.0 METERS
 MB2962'(6.6 FT) NORTH OF A FIBERGLASS WITNESS POST IN A FENCELINE,
 MB2962'THE 1986 DESCRIPTION SAYS THAT THERE IS AN UNDERGROUND
 MB2962'MARK IN CONCRETE.
 MB2962'
 MB2962'T14100 GPS SURVEY FOR EASTERN UNITED STATES STRAIN NETWORK.
 MB2962'
 MB2962'THE STATION IS SUITABLE FOR GPS SURVEYS.
 MB2962'
 MB2962'DESCRIBED BY D.A. BOWLING.
 MB2962
 MB2962                          STATION RECOVERY (1990)
 MB2962
 MB2962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 MB2962'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI) SOUTHEAST OF ASHTABULA,
 MB2962'AT THE ASHTABULA COUNTY AIRPORT, IN A LAWN AREA EAST OF THE AIRPORT
 MB2962'OFFICE.  OWNERSHIP--COUNTY OF ASHTABULA, C/O AIRPORT MANAGER W.J.
 MB2962'KISS, 2382 AIRPORT ROAD, JEFFERSON OH 44047, PHONE 216-275-3821.
 MB2962'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 167,
 MB2962'ABOUT 16.1 KM (10.0 MI) SOUTH OF ASHTABULA, GO EAST ON HIGHWAY 167
 MB2962'FOR 2.2 KM (1.4 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTHERLY ON
 MB2962'BROWN ROAD FOR 4.2 KM (2.6 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND
 MB2962'GO EAST, THEN SOUTH, ON AIRPORT ROAD FOR 1.1 KM (0.7 MI) TO A GATE
 MB2962'AND THE STATION ON THE RIGHT.
 MB2962'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 25 CM ROUND
 MB2962'CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 49.7 M (163.1 FT) EAST
 MB2962'FROM THE SOUTHEAST CORNER OF THE AIRPORT OFFICE, 21.9 M (71.9 FT)
 MB2962'WEST FROM THE SOUTHWEST CORNER OF A HANGER, 8.8 M (28.9 FT) WEST FROM
 MB2962'THE CENTER OF THE ROAD, 5.5 M (18.0 FT) SOUTH FROM A 20 INCH METAL
 MB2962'WELL HEAD AND 2.0 M (6.6 FT) NORTH FROM A CARSONITE WITNESS POST, IN
 MB2962'A FENCE LINE.
 MB2962'DESCRIBED BY K.L. FANCHER, TYPED BY HJS.
 MB2962
 MB2962                          STATION RECOVERY (1992)
 MB2962
 MB2962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MB2962'THE STATION IS LOCATED ABOUT 10.2 KM (6.35 MI) NORTHEAST OF JEFFERSON,
 MB2962'OHIO AND ABOUT 21.7 KM (13.50 MI) SOUTHEAST OF ASHTABULA, OHIO.
 MB2962'OWNERSHIP--ASHTABULA COUNTY.  CONTACT JOHN SLANINKA, AIRPORT MANAGER,
 MB2962'ASHTABULA COUNTY AIRPORT, JEFFERSON, OHIO.  PHONE 216-576-9271.
 MB2962'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 167,
 MB2962'GO EAST ON HIGHWAY FOR 2.22 KM (1.35 MI) TO A CROSSROADS.  TURN LEFT
 MB2962'AND GO NORTH ON BROWN ROAD FOR 4.15 KM (2.55 MI) TO THE AIRPORT ON
 MB2962'THE RIGHT.  TURN RIGHT ON AIRPORT ROAD AND GO 0.8 KM (0.50 MI) TO A
 MB2962'PARKING LOT ON THE RIGHT, BY THE ADMINISTRATIVE BUILDING.  MARK IS
 MB2962'NEAR THE EASTERN END OF PARKING LOT.
 MB2962'THE SURFACE MARK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST
 MB2962'FLUSH WITH THE GROUND.  LOCATED 49.7 M (163.1 FT) EAST OF THE
 MB2962'SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING, 8.8 M (28.9 FT) WEST
 MB2962'OF THE ROAD CENTER, 5.5 M (18.0 FT) SOUTH OF A 20 CM METAL WELL HEAD
 MB2962'AND 2.0 M (6.6 FT) NORTH OF A FIBERGLASS WITNESS POST SET IN THE
 MB2962'FENCE LINE.  NOTE, THE 1987 DESCRIPTION STATES A SUBSURFACE DISK 0.4
 MB2962'M (1.3 FT) BELOW GROUND.
 MB2962
 MB2962                          STATION RECOVERY (1993)
 MB2962
 MB2962'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2962'RECOVERED IN GOOD CONDITION.
 MB2962
 MB2962                          STATION RECOVERY (1994)
 MB2962
 MB2962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 MB2962'THE STATION IS LOCATED ABOUT 10.2 KM (6.35 MI) NORTHEAST OF JEFFERSON,
 MB2962'AND ABOUT 21.7 KM (13.50 MI) SOUTHEAST OF ASHTABULA.
 MB2962'OWNERSHIP--ASHTABULA COUNTY.  CONTACT JOHN SLANINKA, AIRPORT MANAGER,
 MB2962'ASHTABULA COUNTY AIRPORT, JEFFERSON OH, PHONE 216-576-9271.
 MB2962' 
 MB2962'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 167,
 MB2962'ABOUT 16 KM (9.95 MI) SOUTH OF ASHTABULA, GO EAST ON HIGHWAY 167 FOR
 MB2962'2.22 KM (1.35 MI) TO A CROSSROAD. TURN LEFT AND GO NORTH ON BROWN ROAD
 MB2962'FOR 4.15 KM (2.55 MI) TO THE AIRPORT ON THE RIGHT.  TURN RIGHT ON
 MB2962'AIRPORT ROAD AND GO 0.8 KM (0.50 MI) TO A PARKING LOT ON THE RIGHT, BY
 MB2962'THE ADMINISTRATIVE BUILDING.  MARK IS NEAR THE EASTERN END OF PARKING
 MB2962'LOT.
 MB2962' 
 MB2962'THE SURFACE MARK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST
 MB2962'FLUSH WITH THE GROUND.  LOCATED 49.7 M (163.1 FT) EAST OF THE
 MB2962'SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING, 8.8 M (28.9 FT) WEST
 MB2962'OF THE ROAD CENTER, 5.5 M (18.0 FT) SOUTH OF A 20 CM METAL WELL HEAD
 MB2962'AND 2.0 M (6.6 FT) NORTH OF A FIBERGLASS WITNESS POST SET IN THE FENCE
 MB2962'LINE.  NOTE, THE 1987 DESCRIPTION STATES A SUBSURFACE DISK 0.4 M (1.3
 MB2962'FT) BELOW GROUND.
 MB2962
 MB2962                          STATION RECOVERY (1995)
 MB2962
 MB2962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MB2962'THE STATION IS LOCATED ABOUT 13.0 KM (8.05 MI) SOUTHEAST OF ASHTABULA,
 MB2962'AT THE ASHTABULA COUNTY AIRPORT.  IN THE GRASS EAST OF THE OFFICE,
 MB2962'BETWEEN A WELL HEAD AND A CHAINLINK FENCE, NORTHWEST OF THE ENTRANCE
 MB2962'GATE.  OWNERSHIP--COUNTY OF ASHTABULA, 2382 AIRPORT ROAD, JEFFERSON,
 MB2962'OH.  44047.  AIRPORT MANAGER STEPHEN B.  VIBBARD, PHONE 216-275-3821.
 MB2962'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 167,
 MB2962'ABOUT 16.1 KM (10.00 MI) SOUTH OF ASHTABULA, GO EAST ON HIGHWAY 167,
 MB2962'2.2 KM (1.35 MI) TO A CROSSROAD.  TURN LEFT, NORTHERLY, ON BROWN ROAD
 MB2962'4.2 KM (2.60 MI) TO AIRPORT ROAD.  TURN RIGHT, EAST, THEN SOUTH, 1.1
 MB2962'KM (0.70 MI) ALONG AIRPORT ROAD TO THE ENTRANCE GATE AND THE STATION
 MB2962'ON THE RIGHT.  STATION IS 49.7 M (163.1 FT) EAST OF THE SOUTHEAST
 MB2962'CORNER OF THE AIRPORT OFFICE, 21.9 M (71.9 FT) WEST OF THE SOUTHWEST
 MB2962'CORNER OF A HANGAR, 8.5 M (27.9 FT) WEST OF THE ROAD CENTER, 5.5 M
 MB2962'(18.0 FT) SOUTH OF A 20-INCH METAL WELL HEAD, 2.0 M (6.6 FT) NORTH OF
 MB2962'A WITNESS POST AND FENCE, AND THE MONUMENT IS LEVEL WITH THE ROAD
 MB2962'CENTER AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
 MB2962
 MB2962                          STATION RECOVERY (1996)
 MB2962
 MB2962'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1996 (CFS)
 MB2962'THE STATION IS LOCATED ABOUT 13.0 KM (8.05 MI) SOUTHEAST OF ASHTABULA,
 MB2962'AT THE ASHTABULA COUNTY AIRPORT.  IN THE GRASS EAST OF THE OFFICE,
 MB2962'BETWEEN A WELL HEAD AND A CHAINLINK FENCE, NORTHWEST OF THE ENTRANCE
 MB2962'GATE.  OWNERSHIP--COUNTY OF ASHTABULA, 2382 AIRPORT ROAD, JEFFERSON,
 MB2962'OH.  44047.  AIRPORT MANAGER STEPHEN B.  VIBBARD, PHONE 216-275-3821.
 MB2962'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 167,
 MB2962'ABOUT 16.1 KM (10.00 MI) SOUTH OF ASHTABULA, GO EAST ON HIGHWAY 167,
 MB2962'2.2 KM (1.35 MI) TO A CROSSROAD.  TURN LEFT, NORTHERLY, ON BROWN ROAD
 MB2962'4.2 KM (2.60 MI) TO AIRPORT ROAD.  TURN RIGHT, EAST, THEN SOUTH, 1.1
 MB2962'KM (0.70 MI) ALONG AIRPORT ROAD TO THE ENTRANCE GATE AND THE STATION
 MB2962'ON THE RIGHT.  STATION IS 49.7 M (163.1 FT) EAST OF THE SOUTHEAST
 MB2962'CORNER OF THE AIRPORT OFFICE, 21.9 M (71.9 FT) WEST OF THE SOUTHWEST
 MB2962'CORNER OF A HANGAR, 8.5 M (27.9 FT) WEST OF THE ROAD CENTER, 5.5 M
 MB2962'(18.0 FT) SOUTH OF A 20-INCH METAL WELL HEAD, 2.0 M (6.6 FT) NORTH OF
 MB2962'A WITNESS POST AND FENCE, AND THE MONUMENT IS LEVEL WITH THE ROAD
 MB2962'CENTER AND FLUSH WITH THE GROUND SURFACE.  RECOVERED AS DESCRIBED BY
 MB2962'R.G.  HAYES
 MB2962
 MB2962                          STATION RECOVERY (2003)
 MB2962
 MB2962'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 MB2962'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2965 ***********************************************************************
 MB2965  SACS        -  This is a Secondary Airport Control Station.
 MB2965  DESIGNATION -  ASHCOPORT AZ MK
 MB2965  PID         -  MB2965
 MB2965  STATE/COUNTY-  OH/ASHTABULA
 MB2965  USGS QUAD   -  GAGEVILLE (1994)
 MB2965
 MB2965                         *CURRENT SURVEY CONTROL
 MB2965  ___________________________________________________________________
 MB2965* NAD 83(1995)-  41 46 38.53013(N)    080 42 17.32181(W)     ADJUSTED  
 MB2965* NAVD 88     -       275.95   (meters)     905.3    (feet)  GPS OBS   
 MB2965  ___________________________________________________________________
 MB2965  X           -     769,435.654 (meters)                     COMP
 MB2965  Y           -  -4,701,138.973 (meters)                     COMP
 MB2965  Z           -   4,227,356.427 (meters)                     COMP
 MB2965  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 MB2965  ELLIP HEIGHT-         241.72  (meters)          (10/07/05) GPS OBS
 MB2965  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 MB2965
 MB2965  HORZ ORDER  -  FIRST
 MB2965  ELLP ORDER  -  FIFTH     CLASS I
 MB2965
 MB2965.This mark is at Ashtabula Airport (7G2)
 MB2965
 MB2965.The horizontal coordinates were established by GPS observations
 MB2965.and adjusted by the National Geodetic Survey in June 1997..
 MB2965
 MB2965.The orthometric height was determined by GPS observations and a
 MB2965.high-resolution geoid model.
 MB2965
 MB2965.GPS derived orthometric heights for airport stations designated as
 MB2965.PACS or SACS are published to 2 decimal places.  This maintains
 MB2965.centimeter relative accuracy between the PACS and SACS.  It does
 MB2965.not indicate centimeter accuracy relative to other marks which are
 MB2965.part of the NAVD 88 network.
 MB2965
 MB2965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB2965
 MB2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2965
 MB2965.The ellipsoidal height was determined by GPS observations
 MB2965.and is referenced to NAD 83.
 MB2965
 MB2965.The geoid height was determined by GEOID03.
 MB2965
 MB2965;                    North         East     Units Scale Factor Converg.
 MB2965;SPC OH N     -   235,929.632   749,241.853   MT  1.00001584   +1 10 45.7
 MB2965;UTM  17      - 4,625,100.397   524,531.840   MT  0.99960741   +0 11 48.0
 MB2965
 MB2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2965!SPC OH N     -   0.99996209  x   1.00001584  =   0.99997793
 MB2965!UTM  17      -   0.99996209  x   0.99960741  =   0.99956951
 MB2965
 MB2965:                Primary Azimuth Mark                     Grid Az
 MB2965:SPC OH N     -  ASHCOPORT                                049 26 40.6
 MB2965:UTM  17      -  ASHCOPORT                                050 25 38.3
 MB2965
 MB2965|---------------------------------------------------------------------|
 MB2965| PID    Reference Object                     Distance      Geod. Az  |
 MB2965|                                                           dddmmss.s |
 MB2965| MB2962 ASHCOPORT                           455.397 METERS 0503726.3 |
 MB2965|---------------------------------------------------------------------|
 MB2965
 MB2965                          SUPERSEDED SURVEY CONTROL
 MB2965
 MB2965  ELLIP H (06/20/97)  241.66   (m)                       GP(       ) 5 1
 MB2965  NAD 83(1986)-  41 46 38.54451(N)    080 42 17.34196(W) AD(       ) 3
 MB2965  NAD 27      -  41 46 38.34415(N)    080 42 17.99989(W) AD(       ) 3
 MB2965  NGVD 29 (02/23/89)  276.1    (m)          906.     (f) GPS OBS        
 MB2965
 MB2965.Superseded values are not recommended for survey control.
 MB2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2965.See file dsdata.txt to determine how the superseded data were derived.
 MB2965
 MB2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG2453225100(NAD 83)
 MB2965_MARKER: DZ = AZIMUTH MARK DISK
 MB2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2965_SP_SET: CONCRETE POST
 MB2965_STAMPING: ASHCOPORT 1986
 MB2965_MARK LOGO: NGS   
 MB2965_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB2965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2965+STABILITY: SURFACE MOTION
 MB2965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2965+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1995
 MB2965
 MB2965  HISTORY     - Date     Condition        Report By
 MB2965  HISTORY     - 1986     MONUMENTED       NGS
 MB2965  HISTORY     - 19871023 GOOD
 MB2965  HISTORY     - 19931008 GOOD             OHDT
 MB2965  HISTORY     - 19950726 GOOD             NGS
 MB2965  HISTORY     - 19960811 GOOD             USPSQD
 MB2965
 MB2965                          STATION DESCRIPTION
 MB2965
 MB2965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MB2965'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 167, GO EAST ON
 MB2965'HIGHWAY 167 FOR 2.22 KM (1.4 MILE) TO A CROSSROAD.  TURN LEFT, NORTH
 MB2965'ON BROWN ROAD FOR 4.15 KM (2.6 MI) TO THE AIRPORT ORAD ON THE RIGHT.
 MB2965'TURN RIGHT, EAST FOR 1.10 KM (0.7 MILE) TO THE ROAD END AT GATE ON
 MB2965'EAST SIDE OF THE ADMINISTRATION BUILDING. PASS THROUGH GATE AND GO
 MB2965'SOUTH ACROSS TARMAC AND RAMP FOR 0.18 KM (0.1 MILE) TO THE TAXI STRIP.
 MB2965'TURN RIGHT, WEST, ON TAXI STRIP FOR 0.43 KM (0.25 MILE) TO THE
 MB2965'STATION ON THE LEFT JUST PAST SHARP CURVE LEFT.
 MB2965'STATION MARKS ARE STANDARD NGS AZIMUTH DISKS STAMPED---ASHCOPORT 1986
 MB2965'---. THE SURFACE DISK IS SET IN TOP OF A 25 CM ROUND CONCRETE POST
 MB2965'PROJECTING 1 CM.  IT IS 14.7 METERS EAST OF NORTH EDGE OF THE
 MB2965'CIRCULAR RAMP, 12.6 METERS NORTHEAST OF GRASS VEE FORMED BY TAXI
 MB2965'STRIP AND RAMP, 17.0 METERS SOUTH-SOUTHWEST OF THE EAST END OF THE
 MB2965'CONCRETE DRAIN PIPE, AND 0.4 METERS OF AN IRREGULAR CONCRETE MASS
 MB2965'ABOUT 1.5 METERS BELOW GROUND.
 MB2965'DESCRIBED BY G.R. HEID, TYPED BY JAMES MALONEY 9/03/87.
 MB2965
 MB2965                          STATION RECOVERY (1987)
 MB2965
 MB2965'RECOVERED 1987
 MB2965'RECOVERED IN GOOD CONDITION.
 MB2965
 MB2965                          STATION RECOVERY (1993)
 MB2965
 MB2965'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2965'------REPORT BY OHDT----------YEAR 1993----------CONDITION - GOOD--
 MB2965' 
 MB2965'LOCATED IN THE PORTION OF OLD PAVEMENT OF TURN AROUND.  47' EAST OF
 MB2965'CENTERLINE OF NEW TAXI STRIP,  29' NW OF THE NW CORNER OF PAVEMENT OF
 MB2965'OLD TURN AROUND THAT WAS NOT TAKEN OUT.
 MB2965
 MB2965                          STATION RECOVERY (1995)
 MB2965
 MB2965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MB2965'THE STATION IS LOCATED ABOUT 13.0 KM (8.05 MI) SOUTHEAST OF ASHTABULA,
 MB2965'AT THE ASHTABULA COUNTY AIRPORT.  IN THE GRASS, NEAR THE NORTHWEST END
 MB2965'OF RUNWAY END 8, SOUTH OF THE MAIN TAXI, EAST OF THE MOST WEST RAMP,
 MB2965'AND NORTHWEST OF AN ABANDONED TAXI.  OWNERSHIP--COUNTY OF ASHTABULA,
 MB2965'2382 AIRPORT ROAD, JEFFERSON, OH.  44047.  AIRPORT MANAGER STEPHEN B.
 MB2965'VIBBARD, PHONE 216-275-3821.  NOTE--THIS STATION WAS SELECTED AS A
 MB2965'(SACS) .  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 MB2965'AND 167, ABOUT 16.1 KM (10.00 MI) SOUTH OF ASHTABULA, GO EAST ON
 MB2965'HIGHWAY 167, 2.2 KM (1.35 MI) TO A CROSSROAD. TURN LEFT, NORTHERLY, ON
 MB2965'BROWN ROAD 4.2 KM (2.60 MI) TO AIRPORT ROAD.  TURN RIGHT, EAST, THEN
 MB2965'SOUTH, 1.1 KM (0.70 MI) ALONG AIRPORT ROAD TO THE ENTRANCE GATE.  PASS
 MB2965'THROUGH GATE, SOUTH, 0.18 KM (0.10 MI) ACROSS APRON AND RAMP TO THE
 MB2965'TAXI.  TURN RIGHT, WEST, 0.43 KM (0.25 MI) ALONG TAXI TO THE STATION
 MB2965'ON THE LEFT JUST PAST CURVE TO LEFT.  STATION IS 34.3 M (112.5 FT)
 MB2965'SOUTH OF THE EXTENDED TAXI CENTERLINE, 14.4 M (47.2 FT) EAST OF THE
 MB2965'RAMP CENTERLINE, 9.1 M (29.9 FT) WEST-NORTHWEST OF THE NORTHWEST
 MB2965'CORNER OF AN ABANDONED CURVED TAXI, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 MB2965'POST, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE RAMP AND FLUSH WITH
 MB2965'THE GROUND SURFACE.  BY R.G.  HAYES THIS IS A SECONDARY AIRPORT
 MB2965'CONTROL STATION.
 MB2965
 MB2965                          STATION RECOVERY (1996)
 MB2965
 MB2965'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1840 ***********************************************************************
 KZ1840  DESIGNATION -  ASHCRAFT
 KZ1840  PID         -  KZ1840
 KZ1840  STATE/COUNTY-  OH/COSHOCTON
 KZ1840  USGS QUAD   -  PERRYTON (1978)
 KZ1840
 KZ1840                         *CURRENT SURVEY CONTROL
 KZ1840  ___________________________________________________________________
 KZ1840* NAD 83(1995)-  40 11 38.45712(N)    082 10 04.15560(W)     ADJUSTED  
 KZ1840* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 KZ1840  ___________________________________________________________________
 KZ1840  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 KZ1840  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KZ1840
 KZ1840  HORZ ORDER  -  SECOND
 KZ1840
 KZ1840.The horizontal coordinates were established by classical geodetic methods
 KZ1840.and adjusted by the National Geodetic Survey in April 1998..
 KZ1840
 KZ1840.The orthometric height was scaled from a topographic map.
 KZ1840
 KZ1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1840
 KZ1840.The geoid height was determined by GEOID03.
 KZ1840
 KZ1840;                    North         East     Units Scale Factor Converg.
 KZ1840;SPC OH N     -    58,615.255   628,287.073   MT  1.00005445   +0 13 05.6
 KZ1840;SPC OH S     -   243,628.079   628,286.549   MT  1.00003575   +0 12 38.8
 KZ1840;UTM  17      - 4,449,945.284   400,596.685   MT  0.99972163   -0 45 13.5
 KZ1840
 KZ1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1840!SPC OH N     -   0.99995291  x   1.00005445  =   1.00000736
 KZ1840!SPC OH S     -   0.99995291  x   1.00003575  =   0.99998866
 KZ1840!UTM  17      -   0.99995291  x   0.99972163  =   0.99967455
 KZ1840
 KZ1840|---------------------------------------------------------------------|
 KZ1840| PID    Reference Object                     Distance      Geod. Az  |
 KZ1840|                                                           dddmmss.s |
 KZ1840| CE6155 ASHCRAFT RM 2                         8.417 METERS 00944     |
 KZ1840| CE6154 ASHCRAFT RM 1                         9.895 METERS 10247     |
 KZ1840| CE6153 ASHCRAFT AZ MK                                     2234036.0 |
 KZ1840|---------------------------------------------------------------------|
 KZ1840
 KZ1840                          SUPERSEDED SURVEY CONTROL
 KZ1840
 KZ1840  NAD 83(1986)-  40 11 38.46404(N)    082 10 04.16430(W) AD(       ) 2
 KZ1840  NAD 27      -  40 11 38.21480(N)    082 10 04.65020(W) AD(       ) 2
 KZ1840
 KZ1840.Superseded values are not recommended for survey control.
 KZ1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1840.See file dsdata.txt to determine how the superseded data were derived.
 KZ1840
 KZ1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0059749945(NAD 83)
 KZ1840_MARKER: DS = TRIANGULATION STATION DISK
 KZ1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1840
 KZ1840  HISTORY     - Date     Condition        Report By
 KZ1840  HISTORY     - 1959     MONUMENTED       CGS
 KZ1840
 KZ1840                          STATION DESCRIPTION
 KZ1840
 KZ1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1840'THE STATION IS ABOUT 4.5 MILES EAST OF FALLSBURG, 3.5 MILES NORTHEAST
 KZ1840'OF PERRY, IN THE NORTHEAST
 KZ1840'CORNER OF SECTION 17, T 4N, R 9 W, ON PROPERTY OWNED BY MR. H.A.
 KZ1840'ASHCRAFT.
 KZ1840'
 KZ1840'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 586 AND 79
 KZ1840'IN FALLSBURG, GO EAST ON
 KZ1840'HIGHWAY 79 FOR 2.5 MILES TO THE JUNCTION OF STATE HIGHWAYS 668 AND
 KZ1840'79.  BEAR LEFT AND CONTINUE EASTERLY
 KZ1840'ON HIGHWAY 79 FOR 0.2 MILE TO TOWNSHIP ROUTE 12 ON THE RIGHT.
 KZ1840'TURN RIGHT ON ROUTE 12 AND GO SOUTHERLY FOR
 KZ1840'0.15 MILE TO A FORK IN THE ROAD.  BEAR RIGHT
 KZ1840'AND GO SOUTHERLY, PASSING MOUNT PLEASANT CHURCH ON THE LEFT
 KZ1840'AND GO 0.25 MILE TO A FORK IN THE
 KZ1840'ROAD.  BEAR LEFT ON GRAVEL ROAD AND GO 1.4 MILES TO THE STATION ON
 KZ1840'THE RIGHT, IN A TRIANGULAR PLOT OF
 KZ1840'LAND FORMED BY ROADS.
 KZ1840'
 KZ1840'STATION MARKS ARE STANDARD DISKS STAMPED ASHCRAFT 1959.  THE SURFACE
 KZ1840'DISK IS SET IN A SQUARE
 KZ1840'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 39.6 FEET
 KZ1840'SOUTH OF A TRIANGLE BLAZE ON A 4-FOOT
 KZ1840'OAK TREE, 38 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 KZ1840'GRAVEL ROAD, 18 FEET WEST OF THE NORTH-SOUTH
 KZ1840'GRAVEL ROAD AND 34 FEET WEST OF A POWERLINE
 KZ1840'POLE.  THE UNDERGROUND DISK IS SET 30 INCHES BELOW THE SURFACE
 KZ1840'OF THE GROUND.
 KZ1840'
 KZ1840'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ASHCRAFT NO 1 1959, IS
 KZ1840'SET IN A SQUARE CONCRETE
 KZ1840'POST WHICH PROJECTS 4 INCHES.  IT IS 51 FEET SOUTHEAST OF THE
 KZ1840'TRIANGLE BLAZE ON THE 4-FOOT OAK
 KZ1840'TREE, 28.6 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST GRAVEL
 KZ1840'ROAD, 13 FEET EAST OF THE CENTERLINE OF
 KZ1840'THE NORTH-SOUTH GRAVEL ROAD AND 1 FOOT NORTHWEST
 KZ1840'OF THE POWERLINE POLE.  A STANDARD METAL WITNESS POST WAS
 KZ1840'SET 1 FOOT NORTHWEST OF THE MARK.
 KZ1840'
 KZ1840'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ASHCRAFT NO 2 1959, IS
 KZ1840'SET IN A SQUARE CONCRETE
 KZ1840'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 14 FEET
 KZ1840'WEST OF THE CENTERLINE OF THE
 KZ1840'NORTH-SOUTH GRAVEL ROAD AND 12.6 FEET SOUTH OF THE TRIANGLE
 KZ1840'BLAZE ON THE 4-FOOT OAK TREE.
 KZ1840'
 KZ1840'AZIMUTH MARK, A STANDARD DISK STAMPED ASHCRAFT 1959, IS SET IN A
 KZ1840'SQUARE CONCRETE POST FLUSH
 KZ1840'WITH THE SURFACE OF THE GROUND.  IT IS 37 FEET SOUTH OF THE
 KZ1840'CENTERLINE OF THE GRAVEL ROAD, 31
 KZ1840'FEET SOUTHWEST OF A 16-INCH DECIDUOUS TREE AND 14 FEET NORTH OF THE
 KZ1840'NORTH CORNER OF A LARGE BARN.
 KZ1840'
 KZ1840'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ON THE
 KZ1840'GRAVEL ROAD FOR 0.3 MILE TO
 KZ1840'THE HOME OF MR. ASHCRAFT AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1796 ***********************************************************************
 KZ1796  DESIGNATION -  ASHLAND
 KZ1796  PID         -  KZ1796
 KZ1796  STATE/COUNTY-  OH/ASHLAND
 KZ1796  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ1796
 KZ1796                         *CURRENT SURVEY CONTROL
 KZ1796  ___________________________________________________________________
 KZ1796* NAD 83(1995)-  40 51 39.90007(N)    082 19 10.85681(W)     ADJUSTED  
 KZ1796* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 KZ1796  ___________________________________________________________________
 KZ1796  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 KZ1796  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KZ1796
 KZ1796  HORZ ORDER  -  SECOND
 KZ1796
 KZ1796.The horizontal coordinates were established by classical geodetic methods
 KZ1796.and adjusted by the National Geodetic Survey in April 1998..
 KZ1796
 KZ1796.The orthometric height was scaled from a topographic map.
 KZ1796
 KZ1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1796
 KZ1796.The geoid height was determined by GEOID03.
 KZ1796
 KZ1796;                    North         East     Units Scale Factor Converg.
 KZ1796;SPC OH N     -   132,650.645   615,202.021   MT  0.99994561   +0 07 06.5
 KZ1796;UTM  17      - 4,524,174.243   388,778.551   MT  0.99975225   -0 51 48.5
 KZ1796
 KZ1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1796!SPC OH N     -   0.99994976  x   0.99994561  =   0.99989537
 KZ1796!UTM  17      -   0.99994976  x   0.99975225  =   0.99970202
 KZ1796
 KZ1796:                Primary Azimuth Mark                     Grid Az
 KZ1796:SPC OH N     -  ASHLAND EAGLE RUBBER CO TANK             008 45 02.6
 KZ1796:UTM  17      -  ASHLAND EAGLE RUBBER CO TANK             009 43 57.6
 KZ1796
 KZ1796|---------------------------------------------------------------------|
 KZ1796| PID    Reference Object                     Distance      Geod. Az  |
 KZ1796|                                                           dddmmss.s |
 KZ1796| KZ1792 ASHLAND EAGLE RUBBER CO TANK        APPROX. 1.5 KM 0085209.1 |
 KZ1796| KZ1793 ASHLAND FAULTLESS RUBBER CO TK      APPROX. 1.5 KM 0364121.7 |
 KZ1796| KZ1789 ASHLAND ST HWY DEPT RADIO MAST      APPROX. 2.6 KM 0460323.4 |
 KZ1796| KZ1791 ASHLAND OH EDISON BRKSIDE TW        APPROX. 2.6 KM 0614946.4 |
 KZ1796| CE6156 ASHLAND RM 1                         21.349 METERS 15524     |
 KZ1796| CE6157 ASHLAND RM 2                         24.308 METERS 25042     |
 KZ1796| KZ1783 LANG                                APPROX. 3.5 KM 3473226.1 |
 KZ1796|---------------------------------------------------------------------|
 KZ1796
 KZ1796                          SUPERSEDED SURVEY CONTROL
 KZ1796
 KZ1796  NAD 83(1986)-  40 51 39.90526(N)    082 19 10.86477(W) AD(       ) 2
 KZ1796  NAD 27      -  40 51 39.70165(N)    082 19 11.28196(W) AD(       ) 2
 KZ1796
 KZ1796.Superseded values are not recommended for survey control.
 KZ1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1796.See file dsdata.txt to determine how the superseded data were derived.
 KZ1796
 KZ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF8877924174(NAD 83)
 KZ1796_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1796
 KZ1796  HISTORY     - Date     Condition        Report By
 KZ1796  HISTORY     - 1959     MONUMENTED       CGS
 KZ1796  HISTORY     - 1970     SEE DESCRIPTION  OHHD
 KZ1796
 KZ1796                          STATION DESCRIPTION
 KZ1796
 KZ1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1796'THE STATION IS LOCATED IN THE SOUTH EDGE OF ASHLAND, ON THE GROUNDS
 KZ1796'OF ASHLAND COLLEGE.
 KZ1796'
 KZ1796'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 KZ1796'CLAREMONT AVENUE, JUST
 KZ1796'SOUTHEAST OF THE POST OFFICE IN ASHLAND, GO SOUTHWEST ON CLAREMONT
 KZ1796'AVENUE 0.5 MILE TO A TRAFFIC
 KZ1796'LIGHT AND A TEXACO SERVICE STATION IN THE NORTHEAST ANGLE.  TURN
 KZ1796'SHARP LEFT AND GO EAST ON COLLEGE
 KZ1796'AVENUE 0.15 MILE TO GRANT STREET.  TURN RIGHT AND GO SOUTH
 KZ1796'ON GRANT STREET 0.1 MILE TO A BLACKTOP SIDE
 KZ1796'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST
 KZ1796'ON THE BLACKTOP ROAD 0.05 MILE TO THE STATION ON THE LEFT.
 KZ1796'
 KZ1796'STATION MARKS ARE STANDARD DISKS STAMPED ASHLAND 1959.  THE SURFACE
 KZ1796'DISK IS SET IN A SQUARE
 KZ1796'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 94 FEET
 KZ1796'NORTHWEST OF THE SOUTHWEST CORNER
 KZ1796'OF THE STUDENT UNION BUILDING, 65 FEET SOUTH OF THE CENTERLINE
 KZ1796'OF THE BLACKTOP ROAD AND 41.5 FEET WEST OF
 KZ1796'THE NORTHWEST CORNER OF THE STUDENT UNION
 KZ1796'BUILDING.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 KZ1796'OF CONCRETE 32 INCHES BELOW THE
 KZ1796'SURFACE OF THE GROUND.
 KZ1796'
 KZ1796'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ASHLAND NO 1 1959, IS
 KZ1796'CEMENTED IN A DRILL HOLE IN
 KZ1796'THE SIDEWALK NEAR THE SOUTHWEST CORNER OF THE STEPS LEADING TO THE
 KZ1796'WEST ENTRANCE OF THE STUDENT UNION
 KZ1796'BUILDING.
 KZ1796'
 KZ1796'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ASHLAND NO 2 1959, IS
 KZ1796'SET IN A SQUARE CONCRETE POST
 KZ1796'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 127 FEET NORTHWEST OF
 KZ1796'THE SOUTHWEST CORNER OF THE
 KZ1796'STUDENT UNION BUILDING, 121 FEET SOUTHWEST OF THE SOUTHWEST OF THE
 KZ1796'NORTHWEST CORNER OF THE STUDENT UNION BUILDING AND 90
 KZ1796'FEET SOUTH OF THE CENTERLINE OF THE
 KZ1796'BLACKTOP ROAD.
 KZ1796'
 KZ1796'NOTE- NO AZIMUTH MARK WAS SET.
 KZ1796'
 KZ1796'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KZ1796
 KZ1796                          STATION RECOVERY (1970)
 KZ1796
 KZ1796'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (AEF)
 KZ1796'ASHLAND 1959 GOOD
 KZ1796'
 KZ1796'R.M. NO 1 GOOD
 KZ1796'
 KZ1796'R.M. NO 2 GOOD
 KZ1796'
 KZ1796'DUE TO EXPANSION OF ASHLAND COLLEGE, THIS MARK IS OF LITTLE
 KZ1796'USE.  HOWEVER, FOR
 KZ1796'THE CONVENIENCE OF STATE AND LOCAL FORCES, WE HAVE ESTABLISHED
 KZ1796'COORDINATES ATOP THE NINE STORY
 KZ1796'DORMATORY WITH AN AZIMUTH FROM ASHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1792 ***********************************************************************
 KZ1792  DESIGNATION -  ASHLAND EAGLE RUBBER CO TANK
 KZ1792  PID         -  KZ1792
 KZ1792  STATE/COUNTY-  OH/ASHLAND
 KZ1792  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ1792
 KZ1792                         *CURRENT SURVEY CONTROL
 KZ1792  ___________________________________________________________________
 KZ1792* NAD 83(1995)-  40 52 27.04502(N)    082 19 01.16492(W)     ADJUSTED  
 KZ1792* NAVD 88     -                                                        
 KZ1792  ___________________________________________________________________
 KZ1792  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 KZ1792  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KZ1792
 KZ1792  HORZ ORDER  -  THIRD
 KZ1792
 KZ1792.The horizontal coordinates were established by classical geodetic methods
 KZ1792.and adjusted by the National Geodetic Survey in April 1998..
 KZ1792
 KZ1792
 KZ1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1792
 KZ1792.The geoid height was determined by GEOID03.
 KZ1792
 KZ1792;                    North         East     Units Scale Factor Converg.
 KZ1792;SPC OH N     -   134,105.343   615,425.939   MT  0.99994482   +0 07 12.8
 KZ1792;UTM  17      - 4,525,624.610   389,027.321   MT  0.99975157   -0 51 42.9
 KZ1792
 KZ1792                          SUPERSEDED SURVEY CONTROL
 KZ1792
 KZ1792  NAD 83(1986)-  40 52 27.05049(N)    082 19 01.17323(W) AD(       ) 4
 KZ1792  NAD 27      -  40 52 26.84724(N)    082 19 01.59040(W) AD(       ) 3
 KZ1792
 KZ1792.Superseded values are not recommended for survey control.
 KZ1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1792.See file dsdata.txt to determine how the superseded data were derived.
 KZ1792
 KZ1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF8902725625(NAD 83)
 KZ1792
 KZ1792  HISTORY     - Date     Condition        Report By
 KZ1792  HISTORY     - 1959     MONUMENTED       CGS
 KZ1792
 KZ1792                          STATION DESCRIPTION
 KZ1792
 KZ1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1792'THE STATION IS THE BALL ATOP THE TANK AT THE EAGLE RUBBER
 KZ1792'COMPANY PLANT
 KZ1792'WHICH IS LOCATED IN THE NORTH CENTRAL PART OF ASHLAND ABOUT 1/2 MILE
 KZ1792'NORTH OF THE MAIN BUSINESS DISTRICT.
 KZ1792'THE TANK IS A 4-LEGGED STEEL STRUCTURE ABOUT 100 FEET
 KZ1792'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1793 ***********************************************************************
 KZ1793  DESIGNATION -  ASHLAND FAULTLESS RUBBER CO TK
 KZ1793  PID         -  KZ1793
 KZ1793  STATE/COUNTY-  OH/ASHLAND
 KZ1793  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ1793
 KZ1793                         *CURRENT SURVEY CONTROL
 KZ1793  ___________________________________________________________________
 KZ1793* NAD 83(1995)-  40 52 18.62329(N)    082 18 32.84614(W)     ADJUSTED  
 KZ1793* NAVD 88     -                                                        
 KZ1793  ___________________________________________________________________
 KZ1793  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 KZ1793  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KZ1793
 KZ1793  HORZ ORDER  -  THIRD
 KZ1793
 KZ1793.The horizontal coordinates were established by classical geodetic methods
 KZ1793.and adjusted by the National Geodetic Survey in April 1998..
 KZ1793
 KZ1793
 KZ1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1793
 KZ1793.The geoid height was determined by GEOID03.
 KZ1793
 KZ1793;                    North         East     Units Scale Factor Converg.
 KZ1793;SPC OH N     -   133,846.989   616,089.562   MT  0.99994495   +0 07 31.4
 KZ1793;UTM  17      - 4,525,354.971   389,686.289   MT  0.99974978   -0 51 24.3
 KZ1793
 KZ1793                          SUPERSEDED SURVEY CONTROL
 KZ1793
 KZ1793  NAD 83(1986)-  40 52 18.62877(N)    082 18 32.85435(W) AD(       ) 4
 KZ1793  NAD 27      -  40 52 18.42535(N)    082 18 33.27282(W) AD(       ) 3
 KZ1793
 KZ1793.Superseded values are not recommended for survey control.
 KZ1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1793.See file dsdata.txt to determine how the superseded data were derived.
 KZ1793
 KZ1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF8968625355(NAD 83)
 KZ1793
 KZ1793  HISTORY     - Date     Condition        Report By
 KZ1793  HISTORY     - 1959     MONUMENTED       CGS
 KZ1793
 KZ1793                          STATION DESCRIPTION
 KZ1793
 KZ1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1793'THE STATION IS THE BALL ATOP THE TANK AT THE FAULTLESS RUBBER
 KZ1793'COMPANY PLANT
 KZ1793'WHICH IS LOCATED AT THE NORTHEAST PART OF ASHLAND.
 KZ1793'
 KZ1793'THE TANK IS A STEEL STRUCTURE SUPPORTED BY 4 LEGS AND IS ABOUT 120
 KZ1793'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1795 ***********************************************************************
 KZ1795  DESIGNATION -  ASHLAND MUNICIPAL TANK
 KZ1795  PID         -  KZ1795
 KZ1795  STATE/COUNTY-  OH/ASHLAND
 KZ1795  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ1795
 KZ1795                         *CURRENT SURVEY CONTROL
 KZ1795  ___________________________________________________________________
 KZ1795* NAD 83(1995)-  40 51 08.94387(N)    082 20 55.28456(W)     ADJUSTED  
 KZ1795* NAVD 88     -                                                        
 KZ1795  ___________________________________________________________________
 KZ1795  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 KZ1795  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KZ1795
 KZ1795  HORZ ORDER  -  THIRD
 KZ1795
 KZ1795.The horizontal coordinates were established by classical geodetic methods
 KZ1795.and adjusted by the National Geodetic Survey in April 1998..
 KZ1795
 KZ1795
 KZ1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1795
 KZ1795.The geoid height was determined by GEOID03.
 KZ1795
 KZ1795;                    North         East     Units Scale Factor Converg.
 KZ1795;SPC OH N     -   131,691.126   612,758.129   MT  0.99994616   +0 05 57.9
 KZ1795;UTM  17      - 4,523,256.916   386,319.045   MT  0.99975906   -0 52 56.2
 KZ1795
 KZ1795                          SUPERSEDED SURVEY CONTROL
 KZ1795
 KZ1795  NAD 83(1986)-  40 51 08.94884(N)    082 20 55.29299(W) AD(       ) 4
 KZ1795  NAD 27      -  40 51 08.74462(N)    082 20 55.70605(W) AD(       ) 3
 KZ1795
 KZ1795.Superseded values are not recommended for survey control.
 KZ1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1795.See file dsdata.txt to determine how the superseded data were derived.
 KZ1795
 KZ1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF8631923257(NAD 83)
 KZ1795
 KZ1795  HISTORY     - Date     Condition        Report By
 KZ1795  HISTORY     - 1959     MONUMENTED       CGS
 KZ1795
 KZ1795                          STATION DESCRIPTION
 KZ1795
 KZ1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1795'THE STATION IS THE ROD SUPPORTING THE ANTENNAS TOP CENTER OF THE TANK
 KZ1795'WHICH IS ABOUT 1.0 MILE
 KZ1795'SOUTHWEST OF ASHLAND, 0.3 MILE NORTH OF U.S. HIGHWAY 42 AND ON THE
 KZ1795'EAST SIDE OF THE FAIRGROUNDS.
 KZ1795'
 KZ1795'THE TANK IS STEEL STRUCTURE, PAINTED SILVER, SUPPORTED BY 5 LEGS AND
 KZ1795'IS ABOUT 120 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1791 ***********************************************************************
 KZ1791  DESIGNATION -  ASHLAND OH EDISON BRKSIDE TW
 KZ1791  PID         -  KZ1791
 KZ1791  STATE/COUNTY-  OH/ASHLAND
 KZ1791  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ1791
 KZ1791                         *CURRENT SURVEY CONTROL
 KZ1791  ___________________________________________________________________
 KZ1791* NAD 83(1995)-  40 52 19.97333(N)    082 17 32.25025(W)     ADJUSTED  
 KZ1791* NAVD 88     -                                                        
 KZ1791  ___________________________________________________________________
 KZ1791  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 KZ1791  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KZ1791
 KZ1791  HORZ ORDER  -  THIRD
 KZ1791
 KZ1791.The horizontal coordinates were established by classical geodetic methods
 KZ1791.and adjusted by the National Geodetic Survey in April 1998..
 KZ1791
 KZ1791
 KZ1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1791
 KZ1791.The geoid height was determined by GEOID03.
 KZ1791
 KZ1791;                    North         East     Units Scale Factor Converg.
 KZ1791;SPC OH N     -   133,891.874   617,508.300   MT  0.99994493   +0 08 11.2
 KZ1791;UTM  17      - 4,525,375.527   391,105.308   MT  0.99974595   -0 50 44.6
 KZ1791
 KZ1791                          SUPERSEDED SURVEY CONTROL
 KZ1791
 KZ1791  NAD 83(1986)-  40 52 19.97888(N)    082 17 32.25844(W) AD(       ) 4
 KZ1791  NAD 27      -  40 52 19.77519(N)    082 17 32.67958(W) AD(       ) 3
 KZ1791
 KZ1791.Superseded values are not recommended for survey control.
 KZ1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1791.See file dsdata.txt to determine how the superseded data were derived.
 KZ1791
 KZ1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9110525376(NAD 83)
 KZ1791
 KZ1791  HISTORY     - Date     Condition        Report By
 KZ1791  HISTORY     - 1959     MONUMENTED       CGS
 KZ1791
 KZ1791                          STATION DESCRIPTION
 KZ1791
 KZ1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1791'THE STATION IS THE LIGHT AT THE TOP OF THE TOWER, ABOUT 1.0
 KZ1791'MILE NORTHEAST OF
 KZ1791'THE CENTER OF ASHLAND AT THE OHIO EDISON BROOKSIDE SUB STATION.
 KZ1791'
 KZ1791'THE TOWER IS A 3-LEGGED STEEL STRUCTURE, SELF SUPPORTING,
 KZ1791'ABOUT 175 FEET
 KZ1791'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1797 ***********************************************************************
 KZ1797  DESIGNATION -  ASHLAND RADIO WNCO AM FM TWR
 KZ1797  PID         -  KZ1797
 KZ1797  STATE/COUNTY-  OH/ASHLAND
 KZ1797  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ1797
 KZ1797                         *CURRENT SURVEY CONTROL
 KZ1797  ___________________________________________________________________
 KZ1797* NAD 83(1995)-  40 50 26.90085(N)    082 21 26.86024(W)     ADJUSTED  
 KZ1797* NAVD 88     -                                                        
 KZ1797  ___________________________________________________________________
 KZ1797  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 KZ1797  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KZ1797
 KZ1797  HORZ ORDER  -  THIRD
 KZ1797
 KZ1797.The horizontal coordinates were established by classical geodetic methods
 KZ1797.and adjusted by the National Geodetic Survey in April 1998..
 KZ1797
 KZ1797
 KZ1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1797
 KZ1797.The geoid height was determined by GEOID03.
 KZ1797
 KZ1797;                    North         East     Units Scale Factor Converg.
 KZ1797;SPC OH N     -   130,393.029   612,020.695   MT  0.99994694   +0 05 37.1
 KZ1797;UTM  17      - 4,521,971.882   385,559.623   MT  0.99976120   -0 53 16.2
 KZ1797
 KZ1797                          SUPERSEDED SURVEY CONTROL
 KZ1797
 KZ1797  NAD 83(1986)-  40 50 26.90575(N)    082 21 26.86877(W) AD(       ) 4
 KZ1797  NAD 27      -  40 50 26.70198(N)    082 21 27.28233(W) AD(       ) 3
 KZ1797
 KZ1797.Superseded values are not recommended for survey control.
 KZ1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1797.See file dsdata.txt to determine how the superseded data were derived.
 KZ1797
 KZ1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF8556021972(NAD 83)
 KZ1797
 KZ1797  HISTORY     - Date     Condition        Report By
 KZ1797  HISTORY     - 1959     MONUMENTED       CGS
 KZ1797  HISTORY     - 1989     GOOD             USPSQD
 KZ1797
 KZ1797                          STATION DESCRIPTION
 KZ1797
 KZ1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1797'THE STATION IS THE LIGHT ATOP THE ANTENNA WHICH IS SUPPORTED BY A
 KZ1797'THREE-LEGGED TOWER WHICH IS
 KZ1797'ABOUT 1.5 MILES SOUTHWEST OF ASHLAND AND ON THE SOUTHEAST SIDE OF
 KZ1797'U.S. HIGHWAY 42.
 KZ1797'
 KZ1797'THE TOWER IS A RED AND WHITE STEEL STRUCTURE AND ITS HEIGHT INCLUDING
 KZ1797'THE ANTENNA IS 285 FEET HIGH.
 KZ1797
 KZ1797                          STATION RECOVERY (1989)
 KZ1797
 KZ1797'RECOVERY NOTE BY US POWER SQUADRON 1989 (RN)
 KZ1797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1789 ***********************************************************************
 KZ1789  DESIGNATION -  ASHLAND ST HWY DEPT RADIO MAST
 KZ1789  PID         -  KZ1789
 KZ1789  STATE/COUNTY-  OH/ASHLAND
 KZ1789  USGS QUAD   -  ASHLAND NORTH (1972)
 KZ1789
 KZ1789                         *CURRENT SURVEY CONTROL
 KZ1789  ___________________________________________________________________
 KZ1789* NAD 83(1995)-  40 52 38.25295(N)    082 17 51.07903(W)     ADJUSTED  
 KZ1789* NAVD 88     -                                                        
 KZ1789  ___________________________________________________________________
 KZ1789  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 KZ1789  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KZ1789
 KZ1789  HORZ ORDER  -  THIRD
 KZ1789
 KZ1789.The horizontal coordinates were established by classical geodetic methods
 KZ1789.and adjusted by the National Geodetic Survey in April 1998..
 KZ1789
 KZ1789
 KZ1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1789
 KZ1789.The geoid height was determined by GEOID03.
 KZ1789
 KZ1789;                    North         East     Units Scale Factor Converg.
 KZ1789;SPC OH N     -   134,454.688   617,066.122   MT  0.99994464   +0 07 58.9
 KZ1789;UTM  17      - 4,525,945.725   390,672.929   MT  0.99974711   -0 50 57.2
 KZ1789
 KZ1789                          SUPERSEDED SURVEY CONTROL
 KZ1789
 KZ1789  NAD 83(1986)-  40 52 38.25852(N)    082 17 51.08726(W) AD(       ) 4
 KZ1789  NAD 27      -  40 52 38.05499(N)    082 17 51.50786(W) AD(       ) 3
 KZ1789
 KZ1789.Superseded values are not recommended for survey control.
 KZ1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1789.See file dsdata.txt to determine how the superseded data were derived.
 KZ1789
 KZ1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9067325946(NAD 83)
 KZ1789
 KZ1789  HISTORY     - Date     Condition        Report By
 KZ1789  HISTORY     - 1959     MONUMENTED       CGS
 KZ1789
 KZ1789                          STATION DESCRIPTION
 KZ1789
 KZ1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1789'THE STATION IS THE LIGHT AT THE TOP OF THE RADIO MAST LOCATED
 KZ1789'AT THE EAST CITY
 KZ1789'LIMITS OF ASHLAND, AT EAST NINTH STREET AND CLARK STREET.
 KZ1789'
 KZ1789'THE MAST IS A SLENDER STEEL STRUCTURE, SUPPORTED BY GUY WIRES,
 KZ1789'AND HAS A WHIP
 KZ1789'ANTENNA AT THE TOP.  IT IS 260 FEET IN HEIGHT OVERALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2127 ***********************************************************************
 KZ2127  SACS        -  This is a Secondary Airport Control Station.
 KZ2127  DESIGNATION -  ASHPORT
 KZ2127  PID         -  KZ2127
 KZ2127  STATE/COUNTY-  OH/ASHLAND
 KZ2127  USGS QUAD   -  ASHLAND NORTH (1972)
 KZ2127
 KZ2127                         *CURRENT SURVEY CONTROL
 KZ2127  ___________________________________________________________________
 KZ2127* NAD 83(1995)-  40 54 07.74898(N)    082 15 21.21158(W)     ADJUSTED  
 KZ2127* NAVD 88     -       365.78   (meters)    1200.1    (feet)  GPS OBS   
 KZ2127  ___________________________________________________________________
 KZ2127  X           -     650,563.486 (meters)                     COMP
 KZ2127  Y           -  -4,783,931.877 (meters)                     COMP
 KZ2127  Z           -   4,154,433.824 (meters)                     COMP
 KZ2127  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 KZ2127  ELLIP HEIGHT-         332.29  (meters)          (10/07/05) GPS OBS
 KZ2127  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KZ2127
 KZ2127  HORZ ORDER  -  FIRST
 KZ2127  ELLP ORDER  -  FOURTH    CLASS II
 KZ2127
 KZ2127.This mark is at Ashland Airport (3G4)
 KZ2127
 KZ2127.The horizontal coordinates were established by GPS observations
 KZ2127.and adjusted by the National Geodetic Survey in July 1997..
 KZ2127
 KZ2127.The orthometric height was determined by GPS observations and a
 KZ2127.high-resolution geoid model.
 KZ2127
 KZ2127.GPS derived orthometric heights for airport stations designated as
 KZ2127.PACS or SACS are published to 2 decimal places.  This maintains
 KZ2127.centimeter relative accuracy between the PACS and SACS.  It does
 KZ2127.not indicate centimeter accuracy relative to other marks which are
 KZ2127.part of the NAVD 88 network.
 KZ2127
 KZ2127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2127
 KZ2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2127
 KZ2127.The ellipsoidal height was determined by GPS observations
 KZ2127.and is referenced to NAD 83.
 KZ2127
 KZ2127.The geoid height was determined by GEOID03.
 KZ2127
 KZ2127;                    North         East     Units Scale Factor Converg.
 KZ2127;SPC OH N     -   137,224.254   620,567.212   MT  0.99994329   +0 09 37.3
 KZ2127;UTM  17      - 4,528,654.303   394,220.280   MT  0.99973772   -0 49 20.6
 KZ2127
 KZ2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2127!SPC OH N     -   0.99994788  x   0.99994329  =   0.99989117
 KZ2127!UTM  17      -   0.99994788  x   0.99973772  =   0.99968561
 KZ2127
 KZ2127:                Primary Azimuth Mark                     Grid Az
 KZ2127:SPC OH N     -  ASHPORT AZ MK                            000 19 41.3
 KZ2127:UTM  17      -  ASHPORT AZ MK                            001 18 39.2
 KZ2127
 KZ2127|---------------------------------------------------------------------|
 KZ2127| PID    Reference Object                     Distance      Geod. Az  |
 KZ2127|                                                           dddmmss.s |
 KZ2127| KZ2130 ASHPORT AZ MK                       APPROX. 0.5 KM 0002918.6 |
 KZ2127|---------------------------------------------------------------------|
 KZ2127
 KZ2127                          SUPERSEDED SURVEY CONTROL
 KZ2127
 KZ2127  NAD 83(1986)-  40 54 07.75118(N)    082 15 21.21381(W) AD(       ) 3
 KZ2127  NAD 27      -  40 54 07.55462(N)    082 15 21.67100(W) AD(       ) 3
 KZ2127  NGVD 29 (02/23/89)  365.7    (m)         1200.     (f) GPS OBS        
 KZ2127
 KZ2127.Superseded values are not recommended for survey control.
 KZ2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2127.See file dsdata.txt to determine how the superseded data were derived.
 KZ2127
 KZ2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9422028654(NAD 83)
 KZ2127_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2127_SP_SET: CONCRETE POST
 KZ2127_STAMPING: ASHPORT 1986
 KZ2127_MARK LOGO: NGS   
 KZ2127_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2127+STABILITY: SURFACE MOTION
 KZ2127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2127+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1995
 KZ2127
 KZ2127  HISTORY     - Date     Condition        Report By
 KZ2127  HISTORY     - 1986     MONUMENTED       NGS
 KZ2127  HISTORY     - 19871005 GOOD
 KZ2127  HISTORY     - 19950828 GOOD             NGS
 KZ2127
 KZ2127                          STATION DESCRIPTION
 KZ2127
 KZ2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2127'TO REACH FROM THE JUNCTION OF US HIGHWAYS 42 AND 250 (ABOUT 3 KM (0.5
 KZ2127'MILE) EAST OF ASHLAND), GO NORTH ON HIGHWAY 42 FOR 3.96 KM (2.5 MI)
 KZ2127'TO A PAVED ROAD.  TURN LEFT, NORTH, ON TOWNSHIP ROAD 753 FOR 1.07 KM
 KZ2127'(0.3 MILE) TO A ROAD LEFT.  CONTINUE AHEAD ON TOWNSHIP ROAD 1102 FOR
 KZ2127'0.53 KM ( 0.3 MILE)TO THE ADMINISTRATION BUILDING ON THE RIGHT.
 KZ2127'CONTINUE AHEAD, NORTH FOR 0.11 KM (0.05 MI) TO A ROAD RIGHT BETWEEN
 KZ2127'HANGERS.  TURN RIGHT, EAST FOR 30 METERS (100 FEET) THEN
 KZ2127'TURN RIGHT, SOUTH, ON TAXI STRIP FOR 0.11 KM (0.05 MI) TO THE RAMP ON
 KZ2127'THE LEFT.  TURN LEFT, EAST, ON RAMP FOR 50 METERS (ABOUT 175 FEET) TO
 KZ2127'THE RUNWAY AND STATION ON THE RIGHT.
 KZ2127'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED ---ASHPORT 1986--
 KZ2127'SET IN THE TOP OF A 25 CM ROUND CONCRETE POST PROJECTION 1 CM.  IT IS
 KZ2127'20.2 METERS WEST OF THE RUNWAY CENTER,  13.3 METERS SOUTH OF THE RAMP
 KZ2127'CENTER, 2.8 METERS SOUTHWEST OF THE CENTER ONE OF THREE RAMP LIGHTS,
 KZ2127'AND 0.4 METER NORTH OF A FIBERGLASS WITNESS POST. THE SUBSURFACE DISK
 KZ2127'IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS ABOUT 1.2 METER
 KZ2127'BELOW GROUND.
 KZ2127'DESCRIBED BY G.R. HEID,  TYPED BY JAMES MALONEY 9/03/87.
 KZ2127
 KZ2127                          STATION RECOVERY (1987)
 KZ2127
 KZ2127'RECOVERED 1987
 KZ2127'RECOVERED IN GOOD CONDITION.
 KZ2127
 KZ2127                          STATION RECOVERY (1995)
 KZ2127
 KZ2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ2127'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHEAST OF ASHLAND,
 KZ2127'0.8 KM (0.50 MI) NORTH OF U.S.  HIGHWAY 42 AT THE ASHLAND COUNTY
 KZ2127'AIRPORT, ABOUT 100 M (328.1 FT) SOUTHEAST OF THE ADMINISTRATION
 KZ2127'BUILDING, AT THE JUNCTION OF THE MIDFIELD CONNECTOR AND THE RUNWAY.
 KZ2127'OWNERSHIP--ASHLAND COUNTY, 700 TOWNSHIP ROAD, ASHLAND, OH.  44805.
 KZ2127'AIRPORT MANAGER IS BOB JOHNSTON.  PHONE 800-421-1359 OR 419-281-3966.
 KZ2127'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 42 AND 250 EAST OF
 KZ2127'ASHLAND) , GO NORTH ON HIGHWAY 42 FOR 3.96 KM (2.45 MI) TO A PAVED
 KZ2127'ROAD LEFT.  TURN LEFT, NORTH, ON TOWNSHIP ROAD 753 FOR 1.07 KM (0.65
 KZ2127'MI) TO A T-ROAD.  TURN RIGHT, EAST, ON ROAD 753 FRO 0.53 KM (0.30 MI)
 KZ2127'TO A ROAD LEFT.  CONTINUE AHEAD ON TOWNSHIP ROAD 1102 FOR 0.53 KM
 KZ2127'(0.30 MI) TO THE ADMINISTRATION BUILDING ON THE RIGHT.  CONTINUE
 KZ2127'AHEAD, NORTH, FOR 0.11 KM (0.05 MI) TO A ROAD RIGHT BETWEEN HANGARS.
 KZ2127'TURN RIGHT, EAST, FOR 30 M (98.4 FT) TO THE TAXI. TURN RIGHT, SOUTH,
 KZ2127'ALONG THE TAXI FOR 0.11 KM (0.05 MI) TO THE CONNECTOR TAXI ON THE
 KZ2127'LEFT.  TURN LEFT, EAST, ALONG THE CONNECTOR FOR 50 M (164.0 FT) TO THE
 KZ2127'STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 25 CM ROUND
 KZ2127'CONCRETE POST PROJECTING 1 CM.  IT IS 20.2 M (66.3 FT) WEST OF THE
 KZ2127'RUNWAY CENTER, 13.3 M (43.6 FT) SOUTH OF THE CONNECTOR CENTER, AND 2.8
 KZ2127'M (9.2 FT) SOUTHWEST OF THE CENTER ONE OF THREE TAXI LIGHTS.  THE
 KZ2127'SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE SET
 KZ2127'1.2 M (3.9 FT) BELOW THE GROUND.  THIS STATION IS DESIGNATED AS A
 KZ2127'SECONDARY AIPORT CONTROL STATION. DESCRIBED BY J.D.D.  TYPED BY D.G.A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2130 ***********************************************************************
 KZ2130  SACS        -  This is a Secondary Airport Control Station.
 KZ2130  DESIGNATION -  ASHPORT AZ MK
 KZ2130  PID         -  KZ2130
 KZ2130  STATE/COUNTY-  OH/ASHLAND
 KZ2130  USGS QUAD   -  ASHLAND NORTH (1972)
 KZ2130
 KZ2130                         *CURRENT SURVEY CONTROL
 KZ2130  ___________________________________________________________________
 KZ2130* NAD 83(1995)-  40 54 25.26802(N)    082 15 21.01470(W)     ADJUSTED  
 KZ2130* NAVD 88     -       361.62   (meters)    1186.4    (feet)  GPS OBS   
 KZ2130  ___________________________________________________________________
 KZ2130  X           -     650,519.942 (meters)                     COMP
 KZ2130  Y           -  -4,783,577.479 (meters)                     COMP
 KZ2130  Z           -   4,154,839.574 (meters)                     COMP
 KZ2130  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KZ2130  ELLIP HEIGHT-         328.13  (meters)          (10/07/05) GPS OBS
 KZ2130  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KZ2130
 KZ2130  HORZ ORDER  -  FIRST
 KZ2130  ELLP ORDER  -  FOURTH    CLASS II
 KZ2130
 KZ2130.This mark is at Ashland Airport (3G4)
 KZ2130
 KZ2130.The horizontal coordinates were established by GPS observations
 KZ2130.and adjusted by the National Geodetic Survey in July 1997..
 KZ2130
 KZ2130.The orthometric height was determined by GPS observations and a
 KZ2130.high-resolution geoid model.
 KZ2130
 KZ2130.GPS derived orthometric heights for airport stations designated as
 KZ2130.PACS or SACS are published to 2 decimal places.  This maintains
 KZ2130.centimeter relative accuracy between the PACS and SACS.  It does
 KZ2130.not indicate centimeter accuracy relative to other marks which are
 KZ2130.part of the NAVD 88 network.
 KZ2130
 KZ2130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2130
 KZ2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2130
 KZ2130.The ellipsoidal height was determined by GPS observations
 KZ2130.and is referenced to NAD 83.
 KZ2130
 KZ2130.The geoid height was determined by GEOID03.
 KZ2130
 KZ2130;                    North         East     Units Scale Factor Converg.
 KZ2130;SPC OH N     -   137,764.658   620,570.307   MT  0.99994305   +0 09 37.4
 KZ2130;UTM  17      - 4,529,194.464   394,232.641   MT  0.99973769   -0 49 20.8
 KZ2130
 KZ2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2130!SPC OH N     -   0.99994853  x   0.99994305  =   0.99989158
 KZ2130!UTM  17      -   0.99994853  x   0.99973769  =   0.99968624
 KZ2130
 KZ2130:                Primary Azimuth Mark                     Grid Az
 KZ2130:SPC OH N     -  ASHPORT                                  180 19 41.3
 KZ2130:UTM  17      -  ASHPORT                                  181 18 39.5
 KZ2130
 KZ2130|---------------------------------------------------------------------|
 KZ2130| PID    Reference Object                     Distance      Geod. Az  |
 KZ2130|                                                           dddmmss.s |
 KZ2130| KZ2127 ASHPORT                             APPROX. 0.5 KM 1802918.7 |
 KZ2130|---------------------------------------------------------------------|
 KZ2130
 KZ2130                          SUPERSEDED SURVEY CONTROL
 KZ2130
 KZ2130  NAD 83(1986)-  40 54 25.26990(N)    082 15 21.01807(W) AD(       ) 3
 KZ2130  NAD 27      -  40 54 25.07322(N)    082 15 21.47528(W) AD(       ) 3
 KZ2130  NGVD 29 (02/23/89)  361.8    (m)         1187.     (f) GPS OBS        
 KZ2130
 KZ2130.Superseded values are not recommended for survey control.
 KZ2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2130.See file dsdata.txt to determine how the superseded data were derived.
 KZ2130
 KZ2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9423329194(NAD 83)
 KZ2130_MARKER: DZ = AZIMUTH MARK DISK
 KZ2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2130_SP_SET: CONCRETE POST
 KZ2130_STAMPING: ASHPORT 1986
 KZ2130_MARK LOGO: NGS   
 KZ2130_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2130+STABILITY: SURFACE MOTION
 KZ2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2130+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1995
 KZ2130
 KZ2130  HISTORY     - Date     Condition        Report By
 KZ2130  HISTORY     - 1986     MONUMENTED       NGS
 KZ2130  HISTORY     - 19871016 GOOD
 KZ2130  HISTORY     - 19950828 GOOD             NGS
 KZ2130
 KZ2130                          STATION DESCRIPTION
 KZ2130
 KZ2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2130'TO REACH FROM THE JUNCTION OF US HIGHWAYS 42 AND 250 ( ABOUT 3 KM (2
 KZ2130'MILES) EAST OF ASHLAND), GO NORTH ON HIGHWAY 42 FOR 3.96 KM (2.5 MILE)
 KZ2130'TO A PAVED ROAD LEFT. TURN LEFT, NORTH, ON TOWNSHIP ROAD 753 FOR 1.07
 KZ2130'KM (0.7 MILE) TO A T-ROAD.  TURN RIGHT, EAST, ON ROAD 753 FOR 0.53 KM
 KZ2130'(0.3 MILE) TO A ROAD LEFT.  CONTINUE AHEAD, EAST, ON TOWNSHIP ROAD
 KZ2130'1102 FOR 0.53 KM (0.3 MILES) TO THE ADMINISTRATION BUILDING ON THE
 KZ2130'RIGHT.  CONTINUE AHEAD, NORTH, FOR 0.11 KM (0.05 MILE) TO A ROAD
 KZ2130'RIGHT BETWEEN HANGERS.  TURN RIGHT, EAST, FOR 30 METERS (100 FEET)
 KZ2130'TO THE TAXI STRIP. TURN LEFT, NORTH, FOR 0.44 KM (0.3 MILE) TO ITS
 KZ2130'JUNCTION WITH THE RUNWAY AND STATION ON THE LEFT.
 KZ2130'STATION MARKS ARE STANDARD NGS AZIMUTH DISKS STAMPED ---ASHPORT 1986--
 KZ2130'SET IN THE TOP OF A 25 CM ROUND CONCRETE POST PROJECTING 1 CM.  IT IS
 KZ2130'22.8 METERS WEST OF THE RUNWAY CENTER, 14.3 METERS NORTH OF THE RAMP
 KZ2130'CENTER, 1.3 METERS SOUTH OF A FIBERGLASS WITNESS POST, 9.1 METERS
 KZ2130'WEST-SOUTHWEST OF A RAM LIGHT, AND 2.3 METERS NORTHEAST OF A RAMP
 KZ2130'LIGHT.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE
 KZ2130'MASS ABOUT 1.2 METERS BELOW GROUND.
 KZ2130'DESCRIBED B G R HEID, TYPED BY JAMES MALONEY 9/03/87.
 KZ2130
 KZ2130                          STATION RECOVERY (1987)
 KZ2130
 KZ2130'RECOVERED 1987
 KZ2130'RECOVERED IN GOOD CONDITION.
 KZ2130
 KZ2130                          STATION RECOVERY (1995)
 KZ2130
 KZ2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ2130'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHEAST OF ASHLAND,
 KZ2130'0.8 KM (0.50 MI) NORTH OF U.S.  HIGHWAY 42 AT THE ASHLAND COUNTY
 KZ2130'AIRPORT, IN THE NORTHWEST QUADRANT OF THE JUNCTION OF THE CONNECTOR
 KZ2130'AND THE RUNWAY END 18.  OWNERSHIP--ASHLAND COUNTY, 700 TOWNSHIP ROAD,
 KZ2130'ASHLAND, OH.  44805.  AIRPORT MANAGER IS BOB JOHNSTON.  PHONE
 KZ2130'800-421-1359 OR 419-281-3966.  TO REACH FROM THE JUNCTION OF U.S.
 KZ2130'HIGHWAYS 42 AND 250 (ABOUT 3 KM (1.85 MI) EAST OF ASHLAND) , GO NORTH
 KZ2130'ON HIGHWAY 42 FOR 3.96 KM (2.45 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 KZ2130'NORTH, ON TOWNSHIP ROAD 753 FOR 1.07 KM (0.65 MI) TO A T-ROAD.  TURN
 KZ2130'RIGHT, EAST, ON ROAD 753 FRO 0.53 KM (0.30 MI) TO A ROAD LEFT.
 KZ2130'CONTINUE AHEAD ON TOWNSHIP ROAD 1102 FOR 0.53 KM (0.30 MI) TO THE
 KZ2130'ADMINISTRATION BUILDING ON THE RIGHT.  CONTINUE AHEAD, NORTH, FOR 0.11
 KZ2130'KM (0.05 MI) TO A ROAD RIGHT BETWEEN HANGARS.  TURN RIGHT, EAST, FOR
 KZ2130'30 M (98.4 FT) TO THE TAXI.  TURN LEFT, NORTH, ALONG THE TAXI FOR 0.44
 KZ2130'KM (0.25 MI) TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE
 KZ2130'LEFT.  THE STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST
 KZ2130'PROJECTING 1 CM.  IT IS 22.8 M (74.8 FT) WEST OF THE RUNWAY CENTER,
 KZ2130'14.3 M (46.9 FT) NORTH OF THE CONNECTOR CENTER, 9.1 M (29.9 FT)
 KZ2130'WEST-SOUTHWEST OF A TAXI LIGHT, AND 5.1 M (16.7 FT) NORTHEAST OF A
 KZ2130'TAXI LIGHT.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR
 KZ2130'MASS OF CONCRETE SET 1.2 M (3.9 FT) BELOW THE GROUND.THIS STATION IS
 KZ2130'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.  DESCRIBED BY
 KZ2130'J.D.D.  TYPED BY D.G.A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1008 ***********************************************************************
 MB1008  DESIGNATION -  ASHTABULA
 MB1008  PID         -  MB1008
 MB1008  STATE/COUNTY-  OH/ASHTABULA
 MB1008  USGS QUAD   -  ASHTABULA SOUTH (1970)
 MB1008
 MB1008                         *CURRENT SURVEY CONTROL
 MB1008  ___________________________________________________________________
 MB1008* NAD 83(1986)-  41 52 02.     (N)    080 46 54.     (W)     SCALED    
 MB1008* NAVD 88     -       211.422  (meters)     693.64   (feet)  POSTED    
 MB1008  ___________________________________________________________________
 MB1008  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 MB1008  DYNAMIC HT  -         211.350 (meters)     693.40  (feet)  COMP
 MB1008  MODELED GRAV-     980,257.4   (mgal)                       NAVD 88
 MB1008
 MB1008  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MB1008
 MB1008.The horizontal coordinates were scaled from a topographic map and have
 MB1008.an estimated accuracy of +/- 6 seconds.
 MB1008
 MB1008.The orthometric height was determined by differential leveling
 MB1008.and adjusted by the National Geodetic Survey in 1992..
 MB1008.No vertical observational check was made to the station.
 MB1008.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MB1008.was located on a no-check spur therefore a value was not computed.
 MB1008
 MB1008.The geoid height was determined by GEOID03.
 MB1008
 MB1008.The dynamic height is computed by dividing the NAVD 88
 MB1008.geopotential number by the normal gravity value computed on the
 MB1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1008.degrees latitude (g = 980.6199 gals.).
 MB1008
 MB1008.The modeled gravity was interpolated from observed gravity values.
 MB1008
 MB1008;                    North         East    Units  Estimated Accuracy
 MB1008;SPC OH N     -   245,780.      742,660.      MT  (+/- 180 meters Scaled)
 MB1008
 MB1008                          SUPERSEDED SURVEY CONTROL
 MB1008
 MB1008  NGVD 29 (??/??/92)  211.684  (m)          694.50   (f) ADJ UNCH    1 2
 MB1008
 MB1008.Superseded values are not recommended for survey control.
 MB1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1008.See file dsdata.txt to determine how the superseded data were derived.
 MB1008
 MB1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG181350(NAD 83)
 MB1008_MARKER: DB = BENCH MARK DISK
 MB1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1008_STAMPING: ASHTABULA 1934
 MB1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1008+STABILITY: SURFACE MOTION
 MB1008
 MB1008  HISTORY     - Date     Condition        Report By
 MB1008  HISTORY     - 1934     MONUMENTED
 MB1008  HISTORY     - 1934     GOOD             NGS
 MB1008  HISTORY     - 1981     MARK NOT FOUND   NGS
 MB1008  HISTORY     - 19931013 MARK NOT FOUND   OHDT
 MB1008  HISTORY     - 19960707 MARK NOT FOUND   USPSQD
 MB1008  HISTORY     - 19970706 MARK NOT FOUND   USPSQD
 MB1008
 MB1008                          STATION DESCRIPTION
 MB1008
 MB1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MB1008'AT ASHTABULA.
 MB1008'AT ASHTABULA, ASHTABULA COUNTY, AT THE NORTH CORNER OF THE
 MB1008'INTERSECTION OF MAIN AVENUE AND FORTY-FOURTH STREET, IN THE SOUTH
 MB1008'CORNER OF A PARK, 35.8 FEET NORTHEAST OF THE NORTHEAST CURB
 MB1008'OF FORTY-FOURTH STREET, 14 FEET NORTHWEST OF THE NORTHWEST CURB
 MB1008'OF MAIN AVENUE, AND ABOUT 18 INCHES UNDERGROUND.  A STANDARD
 MB1008'DISK, STAMPED ASHTABULA 1934 AND SET IN THE TOP OF A CONCRETE
 MB1008'POST.
 MB1008
 MB1008                          STATION RECOVERY (1981)
 MB1008
 MB1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1008'SEARCHED FOR AND NOT RECOVERED.
 MB1008
 MB1008                          STATION RECOVERY (1993)
 MB1008
 MB1008'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1008'MARK NOT FOUND.
 MB1008
 MB1008                          STATION RECOVERY (1996)
 MB1008
 MB1008'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1008'MARK NOT FOUND.
 MB1008
 MB1008                          STATION RECOVERY (1997)
 MB1008
 MB1008'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2110 ***********************************************************************
 MB2110  DESIGNATION -  ASHTABULA
 MB2110  PID         -  MB2110
 MB2110  STATE/COUNTY-  OH/ASHTABULA
 MB2110  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2110
 MB2110                         *CURRENT SURVEY CONTROL
 MB2110  ___________________________________________________________________
 MB2110* NAD 83(1995)-  41 55 06.74023(N)    080 47 44.51863(W)     ADJUSTED  
 MB2110* NAVD 88     -       188.     (meters)     617.     (feet)  VERTCON   
 MB2110  ___________________________________________________________________
 MB2110  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 MB2110  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 MB2110
 MB2110  HORZ ORDER  -  SECOND
 MB2110
 MB2110.The horizontal coordinates were established by classical geodetic methods
 MB2110.and adjusted by the National Geodetic Survey in April 1998..
 MB2110
 MB2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2110
 MB2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2110
 MB2110.The geoid height was determined by GEOID03.
 MB2110
 MB2110;                    North         East     Units Scale Factor Converg.
 MB2110;SPC OH N     -   251,455.291   741,380.528   MT  1.00004947   +1 07 10.7
 MB2110;UTM  17      - 4,640,751.941   516,941.238   MT  0.99960353   +0 08 11.4
 MB2110
 MB2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2110!SPC OH N     -   0.99997598  x   1.00004947  =   1.00002545
 MB2110!UTM  17      -   0.99997598  x   0.99960353  =   0.99957952
 MB2110
 MB2110|---------------------------------------------------------------------|
 MB2110| PID    Reference Object                     Distance      Geod. Az  |
 MB2110|                                                           dddmmss.s |
 MB2110| CX3162 ASHTABULA RM 1                        1.768 METERS 01252     |
 MB2110| MB2108 ASHTABULA HBR WEST PIERHEAD LT      177.706 METERS 02802     |
 MB2110| MB2109 ASHTABULA 11                        170.902 METERS 02844     |
 MB2110| MB2099 ASHTABULA HBR EAST BRKWTR LT        326.651 METERS 06218     |
 MB2110| MB2098 ASHTABULA 208                       332.813 METERS 06352     |
 MB2110| MB2097 ASHTABULA 210                       426.249 METERS 0900913.2 |
 MB2110| MB2093 ASHTABULA CEI PLANT C STACK         APPROX. 3.0 KM 1042136.8 |
 MB2110| MB2095 ASHTABULA CEI PLANT AB STACK        APPROX. 2.4 KM 1154021.5 |
 MB2110| CX3163 ASHTABULA RM 2                        1.981 METERS 26245     |
 MB2110| MB2111 ASHTABULA HARBOR LIGHT                1.576 METERS 31605     |
 MB2110|---------------------------------------------------------------------|
 MB2110
 MB2110                          SUPERSEDED SURVEY CONTROL
 MB2110
 MB2110  NAD 83(1986)-  41 55 06.74362(N)    080 47 44.52061(W) AD(       ) 2
 MB2110  NAD 27      -  41 55 06.56251(N)    080 47 45.20372(W) AD(       ) 2
 MB2110  NGVD 29 (07/19/86)  188.     (m)          617.     (f) VERT ANG       
 MB2110
 MB2110.Superseded values are not recommended for survey control.
 MB2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2110.See file dsdata.txt to determine how the superseded data were derived.
 MB2110
 MB2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1694140752(NAD 83)
 MB2110_MARKER: DD = SURVEY DISK
 MB2110_SETTING: 0 = UNSPECIFIED SETTING
 MB2110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2110+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 MB2110
 MB2110  HISTORY     - Date     Condition        Report By
 MB2110  HISTORY     - 1974     MONUMENTED       USLS
 MB2110  HISTORY     - 19931028 MARK NOT FOUND   OHDT
 MB2110  HISTORY     - 19960707 MARK NOT FOUND   USPSQD
 MB2110  HISTORY     - 20050604 GOOD             USPSQD
 MB2110
 MB2110                          STATION DESCRIPTION
 MB2110
 MB2110'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2110'SECOND ORDER EODM TRAVERSE STATION--CLEVELAND-BUFFALO SCHEME
 MB2110'
 MB2110'STATION IS LOCATED ON THE SOUTHERN SHORE OF LAKE ERIE, IN
 MB2110'ASHTABULA HARBOR ATOP THE ASHTABULA LIGHT.
 MB2110'
 MB2110'TO REACH THE STATION FROM THE MAINLAND, A BOAT IS
 MB2110'RECOMMENDED.  ONCE AT THE LIGHT, PROCEED UP TO THE BEACON AND
 MB2110'THE STATION LOCATED DIRECTLY THROUGH THE ONLY ACCESS DOOR TO
 MB2110'THE OUTSIDE CATWALK.
 MB2110'
 MB2110'STATION MARK IS A STANDARD BRONZE DISK EPOXIED FLUSH ATOP THE
 MB2110'STEEL CATWALK, AND STAMPED ASHTABULA LSC 1974.
 MB2110'
 MB2110'REFERENCE MARK 1 IS A STANDARD BRONZE DISK EPOXIED FLUSH ATOP THE
 MB2110'SAME STEEL CATWALK, AND STAMPED ASHTABULA NO. 1, AND LOCATED 5.80
 MB2110'FEET NORTH OF THE STATION MARK.
 MB2110'
 MB2110'REFERENCE MARK 2 IS A STANDARD BRONZE DISK EPOXIED FLUSH ATOP THE
 MB2110'SAME STEEL CATWALK, STAMPED ASHTABULA NO. 2, AND LOCATED 6.50 FEET
 MB2110'WEST OF THE STATION MARK.
 MB2110'
 MB2110'THE STATION AFFORDS EXCELLENT VISIBILITY TO ALL POINTS WITHIN
 MB2110'THE HARBOR AND ALONG THE COAST.  THE BEACON BLOCK VISIBILITY
 MB2110'TO THE NORTHWEST.  THE KEY TO THE LIGHTHOUSE MUST BE OBTAINED
 MB2110'FROM THE COAST GUARD STATION.
 MB2110'
 MB2110'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MB2110
 MB2110                          STATION RECOVERY (1993)
 MB2110
 MB2110'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2110'
 MB2110' 
 MB2110'
 MB2110
 MB2110                          STATION RECOVERY (1996)
 MB2110
 MB2110'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2110'MARK NOT FOUND.
 MB2110
 MB2110                          STATION RECOVERY (2005)
 MB2110
 MB2110'RECOVERY NOTE BY US POWER SQUADRON 2005 (LVB)
 MB2110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2109 ***********************************************************************
 MB2109  DESIGNATION -  ASHTABULA 11
 MB2109  PID         -  MB2109
 MB2109  STATE/COUNTY-  OH/ASHTABULA
 MB2109  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2109
 MB2109                         *CURRENT SURVEY CONTROL
 MB2109  ___________________________________________________________________
 MB2109* NAD 83(1995)-  41 55 11.59705(N)    080 47 40.95243(W)     ADJUSTED  
 MB2109* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 MB2109  ___________________________________________________________________
 MB2109  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 MB2109  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 MB2109
 MB2109  HORZ ORDER  -  SECOND
 MB2109
 MB2109.The horizontal coordinates were established by classical geodetic methods
 MB2109.and adjusted by the National Geodetic Survey in April 1998..
 MB2109
 MB2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2109
 MB2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2109
 MB2109.The geoid height was determined by GEOID03.
 MB2109
 MB2109;                    North         East     Units Scale Factor Converg.
 MB2109;SPC OH N     -   251,606.725   741,459.764   MT  1.00004982   +1 07 13.0
 MB2109;UTM  17      - 4,640,901.926   517,023.024   MT  0.99960357   +0 08 13.8
 MB2109
 MB2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2109!SPC OH N     -   0.99997802  x   1.00004982  =   1.00002784
 MB2109!UTM  17      -   0.99997802  x   0.99960357  =   0.99958160
 MB2109
 MB2109                          SUPERSEDED SURVEY CONTROL
 MB2109
 MB2109  NAD 83(1986)-  41 55 11.60043(N)    080 47 40.95439(W) AD(       ) 2
 MB2109  NAD 27      -  41 55 11.41920(N)    080 47 41.63724(W) AD(       ) 2
 MB2109  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 MB2109
 MB2109.Superseded values are not recommended for survey control.
 MB2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2109.See file dsdata.txt to determine how the superseded data were derived.
 MB2109
 MB2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1702340902(NAD 83)
 MB2109_MARKER: Z = SEE DESCRIPTION
 MB2109_SETTING: 0 = UNSPECIFIED SETTING
 MB2109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2109
 MB2109  HISTORY     - Date     Condition        Report By
 MB2109  HISTORY     - 1974     MONUMENTED       USE
 MB2109  HISTORY     - 1974     GOOD             USLS
 MB2109  HISTORY     - 19960707 MARK NOT FOUND   USPSQD
 MB2109
 MB2109                          STATION DESCRIPTION
 MB2109
 MB2109'DESCRIBED BY US LAKE SURVEY 1974
 MB2109'BUFFALO DISTRICT, CORPS OF ENGINEERS HARBOR PROJECT CONTROL.
 MB2109'
 MB2109'DESCRIPTION ON FILE WITH THE DISTRICT OFFICE - STATION
 MB2109'RECOVERED THIS SEASON.
 MB2109
 MB2109                          STATION RECOVERY (1996)
 MB2109
 MB2109'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2098 ***********************************************************************
 MB2098  DESIGNATION -  ASHTABULA 208
 MB2098  PID         -  MB2098
 MB2098  STATE/COUNTY-  OH/ASHTABULA
 MB2098  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2098
 MB2098                         *CURRENT SURVEY CONTROL
 MB2098  ___________________________________________________________________
 MB2098* NAD 83(1995)-  41 55 11.49170(N)    080 47 31.55225(W)     ADJUSTED  
 MB2098* NAVD 88     -       174.     (meters)     571.     (feet)  VERTCON   
 MB2098  ___________________________________________________________________
 MB2098  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 MB2098  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 MB2098
 MB2098  HORZ ORDER  -  SECOND
 MB2098
 MB2098.The horizontal coordinates were established by classical geodetic methods
 MB2098.and adjusted by the National Geodetic Survey in April 1998..
 MB2098
 MB2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2098
 MB2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2098
 MB2098.The geoid height was determined by GEOID03.
 MB2098
 MB2098;                    North         East     Units Scale Factor Converg.
 MB2098;SPC OH N     -   251,607.714   741,676.405   MT  1.00004981   +1 07 19.2
 MB2098;UTM  17      - 4,640,899.198   517,239.553   MT  0.99960366   +0 08 20.0
 MB2098
 MB2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2098!SPC OH N     -   0.99997817  x   1.00004981  =   1.00002798
 MB2098!UTM  17      -   0.99997817  x   0.99960366  =   0.99958184
 MB2098
 MB2098                          SUPERSEDED SURVEY CONTROL
 MB2098
 MB2098  NAD 83(1986)-  41 55 11.49506(N)    080 47 31.55422(W) AD(       ) 2
 MB2098  NAD 27      -  41 55 11.31342(N)    080 47 32.23739(W) AD(       ) 2
 MB2098  NGVD 29 (07/19/86)  174.     (m)          571.     (f) VERT ANG       
 MB2098
 MB2098.Superseded values are not recommended for survey control.
 MB2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2098.See file dsdata.txt to determine how the superseded data were derived.
 MB2098
 MB2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1724040899(NAD 83)
 MB2098_MARKER: Z = SEE DESCRIPTION
 MB2098_SETTING: 0 = UNSPECIFIED SETTING
 MB2098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2098
 MB2098  HISTORY     - Date     Condition        Report By
 MB2098  HISTORY     - 1974     MONUMENTED       USE
 MB2098  HISTORY     - 1974     GOOD             USLS
 MB2098  HISTORY     - 19960707 MARK NOT FOUND   USPSQD
 MB2098
 MB2098                          STATION DESCRIPTION
 MB2098
 MB2098'DESCRIBED BY US LAKE SURVEY 1974
 MB2098'BUFFALO DISTRICT, CORPS OF ENGINEERS HARBOR PROJECT CONTROL.
 MB2098'
 MB2098'DESCRIPTION ON FILE WITH THE DISTRICT OFFICE - STATION
 MB2098'RECOVERED THIS SEASON.
 MB2098
 MB2098                          STATION RECOVERY (1996)
 MB2098
 MB2098'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2097 ***********************************************************************
 MB2097  DESIGNATION -  ASHTABULA 210
 MB2097  PID         -  MB2097
 MB2097  STATE/COUNTY-  OH/ASHTABULA
 MB2097  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2097
 MB2097                         *CURRENT SURVEY CONTROL
 MB2097  ___________________________________________________________________
 MB2097* NAD 83(1995)-  41 55 06.70276(N)    080 47 26.02105(W)     ADJUSTED  
 MB2097* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 MB2097  ___________________________________________________________________
 MB2097  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 MB2097  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 MB2097
 MB2097  HORZ ORDER  -  SECOND
 MB2097
 MB2097.The horizontal coordinates were established by classical geodetic methods
 MB2097.and adjusted by the National Geodetic Survey in April 1998..
 MB2097
 MB2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2097
 MB2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2097
 MB2097.The geoid height was determined by GEOID03.
 MB2097
 MB2097;                    North         East     Units Scale Factor Converg.
 MB2097;SPC OH N     -   251,462.477   741,806.738   MT  1.00004947   +1 07 22.9
 MB2097;UTM  17      - 4,640,751.813   517,367.318   MT  0.99960371   +0 08 23.7
 MB2097
 MB2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2097!SPC OH N     -   0.99997786  x   1.00004947  =   1.00002733
 MB2097!UTM  17      -   0.99997786  x   0.99960371  =   0.99958158
 MB2097
 MB2097:                Primary Azimuth Mark                     Grid Az
 MB2097:SPC OH N     -  ASHTABULA CEI PLANT C STACK              105 31 23.5
 MB2097:UTM  17      -  ASHTABULA CEI PLANT C STACK              106 30 22.7
 MB2097
 MB2097|---------------------------------------------------------------------|
 MB2097| PID    Reference Object                     Distance      Geod. Az  |
 MB2097|                                                           dddmmss.s |
 MB2097| MB2093 ASHTABULA CEI PLANT C STACK         APPROX. 2.6 KM 1063846.4 |
 MB2097| MB2095 ASHTABULA CEI PLANT AB STACK        APPROX. 2.0 KM 1205435.2 |
 MB2097| MB2110 ASHTABULA                           426.249 METERS 2700925.6 |
 MB2097|---------------------------------------------------------------------|
 MB2097
 MB2097                          SUPERSEDED SURVEY CONTROL
 MB2097
 MB2097  NAD 83(1986)-  41 55 06.70611(N)    080 47 26.02302(W) AD(       ) 2
 MB2097  NAD 27      -  41 55 06.52416(N)    080 47 26.70672(W) AD(       ) 2
 MB2097  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 MB2097
 MB2097.Superseded values are not recommended for survey control.
 MB2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2097.See file dsdata.txt to determine how the superseded data were derived.
 MB2097
 MB2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1736740752(NAD 83)
 MB2097_MARKER: Z = SEE DESCRIPTION
 MB2097_SETTING: 0 = UNSPECIFIED SETTING
 MB2097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2097
 MB2097  HISTORY     - Date     Condition        Report By
 MB2097  HISTORY     - 1974     MONUMENTED       USE
 MB2097  HISTORY     - 1974     GOOD             USLS
 MB2097  HISTORY     - 19960707 MARK NOT FOUND   USPSQD
 MB2097
 MB2097                          STATION DESCRIPTION
 MB2097
 MB2097'DESCRIBED BY US LAKE SURVEY 1974
 MB2097'BUFFALO DISTRICT, CORPS OF ENGINEERS HARBOR PROJECT CONTROL.
 MB2097'
 MB2097'DESCRIPTION ON FILE WITH THE DISTRICT OFFICE - STATION
 MB2097'RECOVERED THIS SEASON.
 MB2097
 MB2097                          STATION RECOVERY (1996)
 MB2097
 MB2097'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9676 ***********************************************************************
 AD9676  SACS        -  This is a Secondary Airport Control Station.
 AD9676  DESIGNATION -  ASHTABULA CBL 0
 AD9676  PID         -  AD9676
 AD9676  STATE/COUNTY-  OH/ASHTABULA
 AD9676  USGS QUAD   -  GAGEVILLE (1994)
 AD9676
 AD9676                         *CURRENT SURVEY CONTROL
 AD9676  ___________________________________________________________________
 AD9676* NAD 83(1995)-  41 46 50.14475(N)    080 41 12.68078(W)     ADJUSTED  
 AD9676* NAVD 88     -       280.63   (meters)     920.7    (feet)  GPS OBS   
 AD9676  ___________________________________________________________________
 AD9676  X           -     770,870.827 (meters)                     COMP
 AD9676  Y           -  -4,700,665.444 (meters)                     COMP
 AD9676  Z           -   4,227,626.776 (meters)                     COMP
 AD9676  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AD9676  ELLIP HEIGHT-         246.40  (meters)          (10/07/05) GPS OBS
 AD9676  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 AD9676
 AD9676  HORZ ORDER  -  FIRST
 AD9676  ELLP ORDER  -  FIFTH     CLASS I
 AD9676
 AD9676.This mark is at Ashtabula Airport (7G2)
 AD9676
 AD9676.The horizontal coordinates were established by GPS observations
 AD9676.and adjusted by the National Geodetic Survey in June 1997..
 AD9676
 AD9676.The orthometric height was determined by GPS observations and a
 AD9676.high-resolution geoid model.
 AD9676
 AD9676.GPS derived orthometric heights for airport stations designated as
 AD9676.PACS or SACS are published to 2 decimal places.  This maintains
 AD9676.centimeter relative accuracy between the PACS and SACS.  It does
 AD9676.not indicate centimeter accuracy relative to other marks which are
 AD9676.part of the NAVD 88 network.
 AD9676
 AD9676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9676
 AD9676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9676
 AD9676.The ellipsoidal height was determined by GPS observations
 AD9676.and is referenced to NAD 83.
 AD9676
 AD9676.The geoid height was determined by GEOID03.
 AD9676
 AD9676;                    North         East     Units Scale Factor Converg.
 AD9676;SPC OH N     -   236,318.780   750,726.937   MT  1.00001654   +1 11 28.1
 AD9676;UTM  17      - 4,625,463.872   526,022.770   MT  0.99960833   +0 12 31.1
 AD9676
 AD9676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9676!SPC OH N     -   0.99996135  x   1.00001654  =   0.99997789
 AD9676!UTM  17      -   0.99996135  x   0.99960833  =   0.99956970
 AD9676
 AD9676                          SUPERSEDED SURVEY CONTROL
 AD9676
 AD9676  ELLIP H (06/20/97)  246.34   (m)                       GP(       ) 5 1
 AD9676
 AD9676.Superseded values are not recommended for survey control.
 AD9676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9676.See file dsdata.txt to determine how the superseded data were derived.
 AD9676
 AD9676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG2602325464(NAD 83)
 AD9676_MARKER: DQ = CALIBRATION BASE LINE DISK
 AD9676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9676_STAMPING: 0 M 1989
 AD9676_MARK LOGO: NGS   
 AD9676_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9676+STABILITY: SURFACE MOTION
 AD9676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9676+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1995
 AD9676
 AD9676  HISTORY     - Date     Condition        Report By
 AD9676  HISTORY     - 1989     MONUMENTED       NGS
 AD9676  HISTORY     - 19950801 GOOD             NGS
 AD9676
 AD9676                          STATION DESCRIPTION
 AD9676
 AD9676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AD9676'THE BASELINE IS LOCATED AT THE ASHTABULA COUNTY AIRPORT, ABOUT 20.9 KM
 AD9676'(13.0 MI) EAST OF GENEVA, 13.3 KM (8.25 MI) SOUTHEAST OF ASHTABULA,
 AD9676'AND 7.2 KM (4.5 MI) NORTHEAST OF JEFFERSON.  IT LIES ALONG THE NORTH
 AD9676'SIDE OF THE TAXIWAY AT THE AIRPORT.
 AD9676' 
 AD9676'THE BASELINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST
 AD9676'END. IT CONSISTS OF THE 0, 150, 430, AND 1000-METER POINTS WITH A
 AD9676'100-FOOT TAPE  CALIBRATION STATION LOCATED BETWEEN AND IN LINE WITH
 AD9676'THE 0 AND 150 METER POINTS. TO REACH THE 0-METER POINT FROM THE
 AD9676'INTERSECTION OF STATE HIGHWAY 11 AND 46 AND INTERSTATE HIGHWAY 90,
 AD9676'SOUTH OF ASHTABULA, GO SOUTH ON STATE HIGHWAY 11 AND 46 FOR 2.2 KM
 AD9676'(1.4 MI) TO THE INTERSECTION OF STATE HIGHWAY 46 (EXIT JEFFERSON).
 AD9676'TAKE THE JEFFERSON EXIT, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 46
 AD9676'FOR 2.5 KM (1.6 MI) TO THE INTERSECTION OF GRIGGS ROAD ON THE LEFT.
 AD9676'TURN LEFT AND GO EAST ON GRIGGS ROAD FOR 4.3 KM (2.7 MI) TO THE
 AD9676'INTERSECTION OF BROWN ROAD AT GRIGGS CORNERS.  TURN RIGHT AND GO SOUTH
 AD9676'ON BROWN ROAD FOR 1.15 KM (0.7 MI) TO AIRPORT ROAD ON THE LEFT.  TURN
 AD9676'LEFT AND GO EAST ON AIRPORT ROAD FOR 0.85 KM (0.5 MI) TO THE AIRPORT
 AD9676'OFFICE ON THE RIGHT.  CONTINUE EAST ON AIRPORT ROAD 0.04 KM (0.02 MI)
 AD9676'TO THE END OF THE AIRPORTS PARKING LOT ON THE RIGHT.  TURN RIGHT AND
 AD9676'GO SOUTH ACROSS THE PARKING LOT 0.06 KM (0.04 MI) AND PASS THROUGH A
 AD9676'CHAIN LINK FENCE GATE.  CONTINUE SOUTH ON THE PAVEMENT FOR 0.2 KM
 AD9676'(0.1 MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND GO EAST ON THE
 AD9676'TAXIWAY FOR 0.1 KM (0.06 MI) TO THE 1000-METER POINT ON THE LEFT.
 AD9676'CONTINUE EAST ON THE TAXIWAY FOR 0.57 KM (0.4 MI) TO THE 430-METER
 AD9676'POINT ON THE LEFT.  CONINUE EAST ON THE TAXIWAY FOR 0.28 KM
 AD9676'(0.2 MI) TO THE 150-METER POINT ON THE LEFT.  CONTINUE EAST ON THE
 AD9676'TAXIWAY FOR 0.15 KM (0.09 MI) TO THE 0-METER POINT ON THE LEFT.
 AD9676' 
 AD9676'THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK
 AD9676'STAMPED--0 M 1989--, SET IN THE TOP OF A 30 CM (12 IN) ROUND CONCRETE
 AD9676'POST RECESSED 8 CM (3 IN) BELOW THE SURFACE OF THE GROUND.  IT IS 15.4
 AD9676'M (50.5) NORTH OF THE NORTH EDGE OF THE TAXIWAY AND 1.0 M (3.3 FT)
 AD9676'SOUTH OF A FIBERGLASS WITNESS POST
 AD9676' 
 AD9676'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AD9676'ELEVATIONS ARE FOR CBL USE ONLY.  BASELINE INFORMATION IS ALSO
 AD9676'AVAILABLE AT THE AIRPORT OFFICE.
 AD9676' 
 AD9676'THIS CALIBRATION BASELINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 AD9676'ASHTABULA COUNTY COMMISSIONERS AND THE PROFESSIONAL LAND SURVEYORS OF
 AD9676'OHIO. FOR MORE INFORMATION CONTACT THE ASHTABULA COUNTY ENGINEERS
 AD9676'OFFICE, 25 WEST JEFFERSON STREET, JEFFERSON, OH 44047. TELEPHONE
 AD9676'216-576-9090 EXT. 273..
 AD9676
 AD9676                          STATION RECOVERY (1995)
 AD9676
 AD9676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9676'THE STATION IS LOCATED ABOUT 13.0 KM (8.05 MI) SOUTHEAST OF ASHTABULA,
 AD9676'AT THE ASHTABULA COUNTY AIRPORT.  IN THE GRASS, NEAR THE NORTHEAST END
 AD9676'OF RUNWAY END 26, NORTH OF THE MAIN TAXI.  OWNERSHIP--COUNTY OF
 AD9676'ASHTABULA, 2382 AIRPORT ROAD, JEFFERSON, OH.  44047.  AIRPORT MANAGER
 AD9676'STEPHEN B.  VIBBARD, PHONE 216-275-3821.  THIS STATION WAS SELECTED AS
 AD9676'A (SACS) .  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AD9676'11 AND 167, ABOUT 16.1 KM (10.00 MI) SOUTH OF ASHTABULA, GO EAST ON
 AD9676'HIGHWAY 167, 2.2 KM (1.35 MI) TO A CROSSROAD.  TURN LEFT, NORTHERLY,
 AD9676'ON BROWN ROAD 4.2 KM (2.60 MI) TO AIRPORT ROAD.  TURN RIGHT, EAST,
 AD9676'THEN SOUTH, 1.1 KM (0.70 MI) ALONG AIRPORT ROAD TO THE ENTRANCE GATE.
 AD9676'PASS THROUGH GATE, SOUTH, 0.18 KM (0.10 MI) ACROSS APRON AND RAMP TO
 AD9676'THE TAXI.  TURN LEFT, EAST, 1.12 KM (0.70 MI) TO THE STATION ON THE
 AD9676'LEFT.  STATION IS 30.5 M (100.1 FT) EAST OF N.G.S.  CBL DISK STAMPED
 AD9676'100 FT, (30.5 M) 1989, 21.4 M (70.2 FT) NORTH OF THE TAXI CENTERLINE,
 AD9676'1.0 M (3.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS 0.2 M (0.7
 AD9676'FT) ABOVE THE LEVEL OF THE TAXI AND FLUSH WITH THE GROUND SURFACE.  BY
 AD9676'R.G.  HAYES THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9677 ***********************************************************************
 AD9677  DESIGNATION -  ASHTABULA CBL 100
 AD9677  PID         -  AD9677
 AD9677  STATE/COUNTY-  OH/ASHTABULA
 AD9677  USGS QUAD   -  GAGEVILLE (1994)
 AD9677
 AD9677                         *CURRENT SURVEY CONTROL
 AD9677  ___________________________________________________________________
 AD9677* NAD 83(1995)-  41 46 49.94929(N)    080 41 13.97494(W)     ADJUSTED  
 AD9677* NAVD 88     -       280.5    (meters)     920.     (feet)  GPS OBS   
 AD9677  ___________________________________________________________________
 AD9677  X           -     770,841.967 (meters)                     COMP
 AD9677  Y           -  -4,700,674.143 (meters)                     COMP
 AD9677  Z           -   4,227,622.186 (meters)                     COMP
 AD9677  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AD9677  ELLIP HEIGHT-         246.26  (meters)          (10/07/05) GPS OBS
 AD9677  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 AD9677
 AD9677  HORZ ORDER  -  THIRD
 AD9677  ELLP ORDER  -  FIFTH     CLASS I
 AD9677
 AD9677.The horizontal coordinates were established by GPS observations
 AD9677.and adjusted by the National Geodetic Survey in June 1997..
 AD9677
 AD9677.The orthometric height was determined by GPS observations and a
 AD9677.high-resolution geoid model.
 AD9677
 AD9677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9677
 AD9677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9677
 AD9677.The ellipsoidal height was determined by GPS observations
 AD9677.and is referenced to NAD 83.
 AD9677
 AD9677.The geoid height was determined by GEOID03.
 AD9677
 AD9677;                    North         East     Units Scale Factor Converg.
 AD9677;SPC OH N     -   236,312.130   750,697.182   MT  1.00001653   +1 11 27.3
 AD9677;UTM  17      - 4,625,457.735   525,992.918   MT  0.99960831   +0 12 30.3
 AD9677
 AD9677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9677!SPC OH N     -   0.99996138  x   1.00001653  =   0.99997791
 AD9677!UTM  17      -   0.99996138  x   0.99960831  =   0.99956970
 AD9677
 AD9677                          SUPERSEDED SURVEY CONTROL
 AD9677
 AD9677  ELLIP H (06/20/97)  246.20   (m)                       GP(       ) 5 1
 AD9677
 AD9677.Superseded values are not recommended for survey control.
 AD9677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9677.See file dsdata.txt to determine how the superseded data were derived.
 AD9677
 AD9677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG2599325458(NAD 83)
 AD9677_MARKER: DQ = CALIBRATION BASE LINE DISK
 AD9677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9677_STAMPING: 100 FT 1989
 AD9677_MARK LOGO: NGS   
 AD9677_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9677+STABILITY: SURFACE MOTION
 AD9677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9677+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1995
 AD9677
 AD9677  HISTORY     - Date     Condition        Report By
 AD9677  HISTORY     - 1989     MONUMENTED       NGS
 AD9677  HISTORY     - 19950801 GOOD             NGS
 AD9677
 AD9677                          STATION DESCRIPTION
 AD9677
 AD9677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9677'THE STATION IS LOCATED ABOUT 13.0 KM (8.05 MI) SOUTHEAST OF ASHTABULA,
 AD9677'AT THE ASHTABULA COUNTY AIRPORT.  IN THE GRASS, NEAR THE NORTHEAST END
 AD9677'OF RUNWAY END 26, NORTH OF THE MAIN TAXI.  OWNERSHIP--COUNTY OF
 AD9677'ASHTABULA, 2382 AIRPORT ROAD, JEFFERSON, OH.  44047.  AIRPORT MANAGER
 AD9677'STEPHEN B.  VIBBARD, PHONE 216-275-3821.  TO REACH THE STATION FROM
 AD9677'THE JUNCTION OF STATE HIGHWAYS 11 AND 167, ABOUT 16.1 KM (10.00 MI)
 AD9677'SOUTH OF ASHTABULA, GO EAST ON HIGHWAY 167, 2.2 KM (1.35 MI) TO A
 AD9677'CROSSROAD.  TURN LEFT, NORTHERLY, ON BROWN ROAD 4.2 KM (2.60 MI) TO
 AD9677'AIRPORT ROAD.  TURN RIGHT, EAST, THEN SOUTH, 1.1 KM (0.70 MI) ALONG
 AD9677'AIRPORT ROAD TO THE ENTRANCE GATE.  PASS THROUGH GATE, SOUTH, 0.18 KM
 AD9677'(0.10 MI) ACROSS APRON AND RAMP TO THE TAXI.  TURN LEFT, EAST, 1.09 KM
 AD9677'(0.65 MI) TO THE STATION ON THE LEFT.  STATION IS 30.5 M (100.1 FT)
 AD9677'WEST OF N.G.S.  CBL DISK STAMPED 0 M, (0.0 FT) 21.6 M (70.9 FT) NORTH
 AD9677'OF THE TAXI CENTERLINE, 1.0 M (3.3 FT) SOUTH OF A WITNESS POST, AND
 AD9677'THE MONUMENT IS LEVEL WITH THE TAXI AND FLUSH WITH THE GROUND SURFACE.
 AD9677'BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9680 ***********************************************************************
 AD9680  DESIGNATION -  ASHTABULA CBL 1000
 AD9680  PID         -  AD9680
 AD9680  STATE/COUNTY-  OH/ASHTABULA
 AD9680  USGS QUAD   -  GAGEVILLE (1994)
 AD9680
 AD9680                         *CURRENT SURVEY CONTROL
 AD9680  ___________________________________________________________________
 AD9680* NAD 83(1995)-  41 46 43.73688(N)    080 41 55.12756(W)     ADJUSTED  
 AD9680* NAVD 88     -       278.1    (meters)     912.     (feet)  GPS OBS   
 AD9680  ___________________________________________________________________
 AD9680  X           -     769,924.455 (meters)                     COMP
 AD9680  Y           -  -4,700,952.105 (meters)                     COMP
 AD9680  Z           -   4,227,477.652 (meters)                     COMP
 AD9680  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AD9680  ELLIP HEIGHT-         243.86  (meters)          (10/07/05) GPS OBS
 AD9680  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 AD9680
 AD9680  HORZ ORDER  -  THIRD
 AD9680  ELLP ORDER  -  FIFTH     CLASS I
 AD9680
 AD9680.The horizontal coordinates were established by GPS observations
 AD9680.and adjusted by the National Geodetic Survey in June 1997..
 AD9680
 AD9680.The orthometric height was determined by GPS observations and a
 AD9680.high-resolution geoid model.
 AD9680
 AD9680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9680
 AD9680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9680
 AD9680.The ellipsoidal height was determined by GPS observations
 AD9680.and is referenced to NAD 83.
 AD9680
 AD9680.The geoid height was determined by GEOID03.
 AD9680
 AD9680;                    North         East     Units Scale Factor Converg.
 AD9680;SPC OH N     -   236,100.809   749,750.991   MT  1.00001615   +1 11 00.2
 AD9680;UTM  17      - 4,625,262.751   525,043.630   MT  0.99960772   +0 12 02.8
 AD9680
 AD9680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9680!SPC OH N     -   0.99996175  x   1.00001615  =   0.99997790
 AD9680!UTM  17      -   0.99996175  x   0.99960772  =   0.99956949
 AD9680
 AD9680|---------------------------------------------------------------------|
 AD9680| PID    Reference Object                     Distance      Geod. Az  |
 AD9680|                                                           dddmmss.s |
 AD9680| MB2962 ASHCOPORT                           205.464 METERS 30838     |
 AD9680|---------------------------------------------------------------------|
 AD9680
 AD9680                          SUPERSEDED SURVEY CONTROL
 AD9680
 AD9680  ELLIP H (06/20/97)  243.81   (m)                       GP(       ) 5 1
 AD9680
 AD9680.Superseded values are not recommended for survey control.
 AD9680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9680.See file dsdata.txt to determine how the superseded data were derived.
 AD9680
 AD9680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG2504425263(NAD 83)
 AD9680_MARKER: DQ = CALIBRATION BASE LINE DISK
 AD9680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9680_STAMPING: 1000 M 1989
 AD9680_MARK LOGO: NGS   
 AD9680_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9680+STABILITY: SURFACE MOTION
 AD9680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9680+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1995
 AD9680
 AD9680  HISTORY     - Date     Condition        Report By
 AD9680  HISTORY     - 1989     MONUMENTED       NGS
 AD9680  HISTORY     - 19950801 GOOD             NGS
 AD9680
 AD9680                          STATION DESCRIPTION
 AD9680
 AD9680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AD9680'THE BASELINE IS LOCATED AT THE ASHTABULA COUNTY AIRPORT, ABOUT 20.9 KM
 AD9680'(13.0 MI) EAST OF GENEVA, 13.3 KM (8.25 MI) SOUTHEAST OF ASHTABULA,
 AD9680'AND 7.2 KM (4.5 MI) NORTHEAST OF JEFFERSON.  IT LIES ALONG THE NORTH
 AD9680'SIDE OF THE TAXIWAY AT THE AIRPORT.
 AD9680' 
 AD9680'THE BASELINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST
 AD9680'END. IT CONSISTS OF THE 0, 150, 430, AND 1000-METER POINTS WITH A
 AD9680'100-FOOT TAPE  CALIBRATION STATION LOCATED BETWEEN AND IN LINE WITH
 AD9680'THE 0 AND 150 METER POINTS. TO REACH THE 0-METER POINT FROM THE
 AD9680'INTERSECTION OF STATE HIGHWAY 11 AND 46 AND INTERSTATE HIGHWAY 90,
 AD9680'SOUTH OF ASHTABULA, GO SOUTH ON STATE HIGHWAY 11 AND 46 FOR 2.2 KM
 AD9680'(1.4 MI) TO THE INTERSECTION OF STATE HIGHWAY 46 (EXIT JEFFERSON).
 AD9680'TAKE THE JEFFERSON EXIT, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 46
 AD9680'FOR 2.5 KM (1.6 MI) TO THE INTERSECTION OF GRIGGS ROAD ON THE LEFT.
 AD9680'TURN LEFT AND GO EAST ON GRIGGS ROAD FOR 4.3 KM (2.7 MI) TO THE
 AD9680'INTERSECTION OF BROWN ROAD AT GRIGGS CORNERS.  TURN RIGHT AND GO SOUTH
 AD9680'ON BROWN ROAD FOR 1.15 KM (0.7 MI) TO AIRPORT ROAD ON THE LEFT.  TURN
 AD9680'LEFT AND GO EAST ON AIRPORT ROAD FOR 0.85 KM (0.5 MI) TO THE AIRPORT
 AD9680'OFFICE ON THE RIGHT.  CONTINUE EAST ON AIRPORT ROAD 0.04 KM (0.02 MI)
 AD9680'TO THE END OF THE AIRPORTS PARKING LOT ON THE RIGHT.  TURN RIGHT AND
 AD9680'GO SOUTH ACROSS THE PARKING LOT 0.06 KM (0.04 MI) AND PASS THROUGH A
 AD9680'CHAIN LINK FENCE GATE.  CONTINUE SOUTH ON THE PAVEMENT FOR 0.2 KM (0.1
 AD9680'MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND GO EAST ON THE TAXIWAY
 AD9680'FOR 0.1 KM (0.06 MI) TO THE 1000-METER POINT ON THE LEFT.  CONTINUE
 AD9680'EAST ON THE TAXIWAY FOR 0.57 KM (0.4 MI) TO THE 430-METER POINT ON THE
 AD9680'LEFT.  CONINUE EAST ON THE TAXIWAY FOR 0.28 KM (0.2 MI) TO THE
 AD9680'150-METER POINT ON THE LEFT.  CONTINUE EAST ON THE TAXIWAY FOR 0.15 KM
 AD9680'(0.09 MI) TO THE 0-METER POINT ON THE LEFT. THE 1000-METER POINT IS A
 AD9680'STANDARD NGS CALIBRATION BASELINE DISK STAMPED--1000 M 1989--, SET IN
 AD9680'THE TOP OF A 30 CM (12 IN) ROUND CONCRETE POST FLUSH WITH THE SURFACE
 AD9680'OF THE GROUND.  IT IS 15.4 M (50.5 FT) NORTH OF THE NORTH EDGE OF THE
 AD9680'TAXIWAY AND 1.0 M (3.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 AD9680' 
 AD9680'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AD9680'ELEVATIONS ARE FOR CBL USE ONLY.  BASELINE INFORMATION IS ALSO
 AD9680'AVAILABLE AT THE AIRPORT OFFICE.
 AD9680' 
 AD9680'THIS CALIBRATION BASELINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 AD9680'ASHTABULA COUNTY COMMISSIONERS AND THE PROFESSIONAL LAND SURVEYORS OF
 AD9680'OHIO. FOR MORE INFORMATION CONTACT THE ASHTABULA COUNTY ENGINEERS
 AD9680'OFFICE, 25 WEST JEFFERSON STREET, JEFFERSON, OH 44047. TELEPHONE
 AD9680'216-576-9090 EXT. 273.
 AD9680
 AD9680                          STATION RECOVERY (1995)
 AD9680
 AD9680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9680'THE STATION IS LOCATED ABOUT 13.0 KM (8.05 MI) SOUTHEAST OF ASHTABULA,
 AD9680'AT THE ASHTABULA COUNTY AIRPORT.  IN THE GRASS, ALONG THE NORTH SIDE
 AD9680'OF THE MAIN TAXI PARALLELING RUNWAY.  OWNERSHIP--COUNTY OF ASHTABULA,
 AD9680'2382 AIRPORT ROAD, JEFFERSON, OH.  44047.  AIRPORT MANAGER STEPHEN B.
 AD9680'VIBBARD, PHONE 216-275-3821.  TO REACH THE STATION FROM THE JUNCTION
 AD9680'OF STATE HIGHWAYS 11 AND 167, ABOUT 16.1 KM (10.00 MI) SOUTH OF
 AD9680'ASHTABULA, GO EAST ON HIGHWAY 167, 2.2 KM (1.35 MI) TO A CROSSROAD.
 AD9680'TURN LEFT, NORTHERLY, ON BROWN ROAD 4.2 KM (2.60 MI) TO AIRPORT ROAD.
 AD9680'TURN RIGHT, EAST, THEN SOUTH, 1.1 KM (0.70 MI) ALONG AIRPORT ROAD TO
 AD9680'THE ENTRANCE GATE.  PASS THROUGH GATE, SOUTH, 0.18 KM (0.10 MI) ACROSS
 AD9680'APRON AND RAMP TO THE TAXI.  TURN LEFT, EAST, 0.12 KM (0.05 MI) TO THE
 AD9680'STATION ON THE LEFT.  STATION IS 570 M (1870.1 FT) WEST OF N.G.S.  CBL
 AD9680'DISK STAMPED 430 M, (1410.8 FT) 21.6 M (70.9 FT) NORTH OF THE TAXI
 AD9680'CENTERLINE, 1.0 M (3.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 AD9680'IS 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE TAXI AND FLUSH WITH THE
 AD9680'GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9678 ***********************************************************************
 AD9678  DESIGNATION -  ASHTABULA CBL 150
 AD9678  PID         -  AD9678
 AD9678  STATE/COUNTY-  OH/ASHTABULA
 AD9678  USGS QUAD   -  GAGEVILLE (1994)
 AD9678
 AD9678                         *CURRENT SURVEY CONTROL
 AD9678  ___________________________________________________________________
 AD9678* NAD 83(1995)-  41 46 49.18347(N)    080 41 19.04776(W)     ADJUSTED  
 AD9678* NAVD 88     -       280.1    (meters)     919.     (feet)  GPS OBS   
 AD9678  ___________________________________________________________________
 AD9678  X           -     770,728.853 (meters)                     COMP
 AD9678  Y           -  -4,700,708.311 (meters)                     COMP
 AD9678  Z           -   4,227,604.273 (meters)                     COMP
 AD9678  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AD9678  ELLIP HEIGHT-         245.82  (meters)          (10/07/05) GPS OBS
 AD9678  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 AD9678
 AD9678  HORZ ORDER  -  THIRD
 AD9678  ELLP ORDER  -  FIFTH     CLASS I
 AD9678
 AD9678.The horizontal coordinates were established by GPS observations
 AD9678.and adjusted by the National Geodetic Survey in June 1997..
 AD9678
 AD9678.The orthometric height was determined by GPS observations and a
 AD9678.high-resolution geoid model.
 AD9678
 AD9678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9678
 AD9678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9678
 AD9678.The ellipsoidal height was determined by GPS observations
 AD9678.and is referenced to NAD 83.
 AD9678
 AD9678.The geoid height was determined by GEOID03.
 AD9678
 AD9678;                    North         East     Units Scale Factor Converg.
 AD9678;SPC OH N     -   236,286.073   750,580.550   MT  1.00001648   +1 11 23.9
 AD9678;UTM  17      - 4,625,433.692   525,875.904   MT  0.99960824   +0 12 26.9
 AD9678
 AD9678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9678!SPC OH N     -   0.99996145  x   1.00001648  =   0.99997793
 AD9678!UTM  17      -   0.99996145  x   0.99960824  =   0.99956970
 AD9678
 AD9678                          SUPERSEDED SURVEY CONTROL
 AD9678
 AD9678  ELLIP H (06/20/97)  245.76   (m)                       GP(       ) 5 1
 AD9678
 AD9678.Superseded values are not recommended for survey control.
 AD9678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9678.See file dsdata.txt to determine how the superseded data were derived.
 AD9678
 AD9678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG2587625434(NAD 83)
 AD9678_MARKER: DQ = CALIBRATION BASE LINE DISK
 AD9678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9678_STAMPING: 150 M 1989
 AD9678_MARK LOGO: NGS   
 AD9678_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9678+STABILITY: SURFACE MOTION
 AD9678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9678+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1995
 AD9678
 AD9678  HISTORY     - Date     Condition        Report By
 AD9678  HISTORY     - 1989     MONUMENTED       NGS
 AD9678  HISTORY     - 19950801 GOOD             NGS
 AD9678
 AD9678                          STATION DESCRIPTION
 AD9678
 AD9678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AD9678'THE BASELINE IS LOCATED AT THE ASHTABULA COUNTY AIRPORT, ABOUT 20.9 KM
 AD9678'(13.0 MI) EAST OF GENEVA, 13.3 KM (8.25 MI) SOUTHEAST OF ASHTABULA,
 AD9678'AND 7.2 KM (4.5 MI) NORTHEAST OF JEFFERSON.  IT LIES ALONG THE NORTH
 AD9678'SIDE OF THE TAXIWAY AT THE AIRPORT.
 AD9678' 
 AD9678'THE BASELINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST
 AD9678'END. IT CONSISTS OF THE 0, 150, 430, AND 1000-METER POINTS WITH A
 AD9678'100-FOOT TAPE CALIBRATION STATION LOCATED BETWEEN AND IN LINE WITH THE
 AD9678'0 AND 150 METER POINTS. TO REACH THE 0-METER POINT FROM THE
 AD9678'INTERSECTION OF STATE HIGHWAY 11 AND 46 AND INTERSTATE HIGHWAY 90,
 AD9678'SOUTH OF ASHTABULA, GO SOUTH ON STATE HIGHWAY 11 AND 46 FOR 2.2 KM
 AD9678'(1.4 MI) TO THE INTERSECTION OF STATE HIGHWAY 46 (EXIT JEFFERSON).
 AD9678'TAKE THE JEFFERSON EXIT, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 46
 AD9678'FOR 2.5 KM (1.6 MI) TO THE INTERSECTION OF GRIGGS ROAD ON THE LEFT.
 AD9678'TURN LEFT AND GO EAST ON GRIGGS ROAD FOR 4.3 KM (2.7 MI) TO THE
 AD9678'INTERSECTION OF BROWN ROAD AT GRIGGS CORNERS.  TURN RIGHT AND GO SOUTH
 AD9678'ON BROWN ROAD FOR 1.15 KM (0.7 MI) TO AIRPORT ROAD ON THE LEFT.  TURN
 AD9678'LEFT AND GO EAST ON AIRPORT ROAD FOR 0.85 KM (0.5 MI) TO THE AIRPORT
 AD9678'OFFICE ON THE RIGHT.  CONTINUE EAST ON AIRPORT ROAD 0.04 KM (0.02 MI)
 AD9678'TO THE END OF THE AIRPORTS PARKING LOT ON THE RIGHT.  TURN RIGHT AND
 AD9678'GO SOUTH ACROSS THE PARKING LOT 0.06 KM (0.04 MI) AND PASS THROUGH A
 AD9678'CHAIN LINK FENCE GATE.  CONTINUE SOUTH ON THE PAVEMENT FOR 0.2 KM (0.1
 AD9678'MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND GO EAST ON THE TAXIWAY
 AD9678'FOR 0.1 KM (0.06 MI) TO THE 1000-METER POINT ON THE LEFT.  CONTINUE
 AD9678'EAST ON THE TAXIWAY FOR 0.57 KM (0.4 MI) TO THE 430-METER POINT ON THE
 AD9678'LEFT.  CONINUE EAST ON THE TAXIWAY FOR 0.28 KM (0.2 MI) TO THE
 AD9678'150-METER POINT ON THE LEFT.  CONTINUE EAST ON THE TAXIWAY FOR 0.15 KM
 AD9678'(0.09 MI) TO THE 0-METER POINT ON THE LEFT.
 AD9678' 
 AD9678'THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK
 AD9678'STAMPED--150 M 1989--, SET IN THE TOP OF A 30 CM (12 IN) ROUND
 AD9678'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 15.6 M
 AD9678'(51.2 FT) NORTH OF THE NORTH EDGE OF THE TAXIWAY AND 1.0 M (3.3 FT)
 AD9678'SOUTH OF A FIBERGLASS WITNESS POST.
 AD9678' 
 AD9678'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AD9678'ELEVATIONS ARE FOR CBL USE ONLY.  BASELINE INFORMATION IS ALSO
 AD9678'AVAILABLE AT THE AIRPORT OFFICE.
 AD9678' 
 AD9678'THIS CALIBRATION BASELINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 AD9678'ASHTABULA COUNTY COMMISSIONERS AND THE PROFESSIONAL LAND SURVEYORS OF
 AD9678'OHIO. FOR MORE INFORMATION CONTACT THE ASHTABULA COUNTY ENGINEERS
 AD9678'OFFICE, 25 WEST JEFFERSON STREET, JEFFERSON, OH 44047. TELEPHONE
 AD9678'216-576-9090 EXT. 273.
 AD9678
 AD9678                          STATION RECOVERY (1995)
 AD9678
 AD9678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9678'THE STATION IS LOCATED ABOUT 13.0 KM (8.05 MI) SOUTHEAST OF ASHTABULA,
 AD9678'AT THE ASHTABULA COUNTY AIRPORT.  IN THE GRASS, ALONG THE NORTHEAST
 AD9678'SIDE OF THE MAIN TAXI PARALLELING RUNWAY END 26.  OWNERSHIP--COUNTY OF
 AD9678'ASHTABULA, 2382 AIRPORT ROAD, JEFFERSON, OH.  44047.  AIRPORT MANAGER
 AD9678'STEPHEN B.  VIBBARD, PHONE 216-275-3821.  TO REACH THE STATION FROM
 AD9678'THE JUNCTION OF STATE HIGHWAYS 11 AND 167, ABOUT 16.1 KM (10.00 MI)
 AD9678'SOUTH OF ASHTABULA, GO EAST ON HIGHWAY 167, 2.2 KM (1.35 MI) TO A
 AD9678'CROSSROAD.  TURN LEFT, NORTHERLY, ON BROWN ROAD 4.2 KM (2.60 MI) TO
 AD9678'AIRPORT ROAD.  TURN RIGHT, EAST, THEN SOUTH, 1.1 KM (0.70 MI) ALONG
 AD9678'AIRPORT ROAD TO THE ENTRANCE GATE.  PASS THROUGH GATE, SOUTH, 0.18 KM
 AD9678'(0.10 MI) ACROSS APRON AND RAMP TO THE TAXI. TURN LEFT, EAST, 0.976 KM
 AD9678'(0.60 MI) TO THE STATION ON THE LEFT. STATION IS 148 M (485.6 FT) WEST
 AD9678'OF N.G.S.  CBL DISK STAMPED 100 FT, (30.5 M) 21.6 M (70.9 FT) NORTH OF
 AD9678'THE TAXI CENTERLINE, 1.1 M (3.6 FT) SOUTH OF A WITNESS POST, AND THE
 AD9678'MONUMENT IS 0.1 M (0.3 FT) BELOW THE LEVEL OF THE TAXI AND FLUSH WITH
 AD9678'THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9679 ***********************************************************************
 AD9679  DESIGNATION -  ASHTABULA CBL 430
 AD9679  PID         -  AD9679
 AD9679  STATE/COUNTY-  OH/ASHTABULA
 AD9679  USGS QUAD   -  GAGEVILLE (1994)
 AD9679
 AD9679                         *CURRENT SURVEY CONTROL
 AD9679  ___________________________________________________________________
 AD9679* NAD 83(1995)-  41 46 47.39019(N)    080 41 30.93250(W)     ADJUSTED  
 AD9679* NAVD 88     -       279.4    (meters)     917.     (feet)  GPS OBS   
 AD9679  ___________________________________________________________________
 AD9679  X           -     770,463.892 (meters)                     COMP
 AD9679  Y           -  -4,700,788.642 (meters)                     COMP
 AD9679  Z           -   4,227,562.607 (meters)                     COMP
 AD9679  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AD9679  ELLIP HEIGHT-         245.21  (meters)          (10/07/05) GPS OBS
 AD9679  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 AD9679
 AD9679  HORZ ORDER  -  THIRD
 AD9679  ELLP ORDER  -  FIFTH     CLASS I
 AD9679
 AD9679.The horizontal coordinates were established by GPS observations
 AD9679.and adjusted by the National Geodetic Survey in June 1997..
 AD9679
 AD9679.The orthometric height was determined by GPS observations and a
 AD9679.high-resolution geoid model.
 AD9679
 AD9679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9679
 AD9679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9679
 AD9679.The ellipsoidal height was determined by GPS observations
 AD9679.and is referenced to NAD 83.
 AD9679
 AD9679.The geoid height was determined by GEOID03.
 AD9679
 AD9679;                    North         East     Units Scale Factor Converg.
 AD9679;SPC OH N     -   236,225.062   750,307.296   MT  1.00001637   +1 11 16.1
 AD9679;UTM  17      - 4,625,377.399   525,601.756   MT  0.99960807   +0 12 18.9
 AD9679
 AD9679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9679!SPC OH N     -   0.99996154  x   1.00001637  =   0.99997791
 AD9679!UTM  17      -   0.99996154  x   0.99960807  =   0.99956963
 AD9679
 AD9679                          SUPERSEDED SURVEY CONTROL
 AD9679
 AD9679  ELLIP H (06/20/97)  245.15   (m)                       GP(       ) 5 1
 AD9679
 AD9679.Superseded values are not recommended for survey control.
 AD9679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9679.See file dsdata.txt to determine how the superseded data were derived.
 AD9679
 AD9679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG2560225377(NAD 83)
 AD9679_MARKER: DQ = CALIBRATION BASE LINE DISK
 AD9679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9679_STAMPING: 430 M 1989
 AD9679_MARK LOGO: NGS   
 AD9679_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9679+STABILITY: SURFACE MOTION
 AD9679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9679+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1995
 AD9679
 AD9679  HISTORY     - Date     Condition        Report By
 AD9679  HISTORY     - 1989     MONUMENTED       NGS
 AD9679  HISTORY     - 19950801 GOOD             NGS
 AD9679
 AD9679                          STATION DESCRIPTION
 AD9679
 AD9679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AD9679'THE BASELINE IS LOCATED AT THE ASHTABULA COUNTY AIRPORT, ABOUT 20.9 KM
 AD9679'(13.0 MI) EAST OF GENEVA, 13.3 KM (8.25 MI) SOUTHEAST OF ASHTABULA,
 AD9679'AND 7.2 KM (4.5 MI) NORTHEAST OF JEFFERSON.  IT LIES ALONG THE NORTH
 AD9679'SIDE OF THE TAXIWAY AT THE AIRPORT.
 AD9679' 
 AD9679'THE BASELINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE EAST
 AD9679'END. IT CONSISTS OF THE 0, 150, 430, AND 1000-METER POINTS WITH A
 AD9679'100-FOOT TAPE CALIBRATION STATION LOCATED BETWEEN AND IN LINE WITH THE
 AD9679'0 AND 150 METER POINTS. TO REACH THE 0-METER POINT FROM THE
 AD9679'INTERSECTION OF STATE HIGHWAY 11 AND 46 AND INTERSTATE HIGHWAY 90,
 AD9679'SOUTH OF ASHTABULA, GO SOUTH ON STATE HIGHWAY 11 AND 46 FOR 2.2 KM
 AD9679'(1.4 MI) TO THE INTERSECTION OF STATE HIGHWAY 46 (EXIT JEFFERSON).
 AD9679'TAKE THE JEFFERSON EXIT, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 46
 AD9679'FOR 2.5 KM (1.6 MI) TO THE INTERSECTION OF GRIGGS ROAD ON THE LEFT.
 AD9679'TURN LEFT AND GO EAST ON GRIGGS ROAD FOR 4.3 KM (2.7 MI) TO THE
 AD9679'INTERSECTION OF BROWN ROAD AT GRIGGS CORNERS.  TURN RIGHT AND GO SOUTH
 AD9679'ON BROWN ROAD FOR 1.15 KM (0.7 MI) TO AIRPORT ROAD ON THE LEFT.  TURN
 AD9679'LEFT AND GO EAST ON AIRPORT ROAD FOR 0.85 KM (0.5 MI) TO THE AIRPORT
 AD9679'OFFICE ON THE RIGHT.  CONTINUE EAST ON AIRPORT ROAD 0.04 KM (0.02 MI)
 AD9679'TO THE END OF THE AIRPORTS PARKING LOT ON THE RIGHT.  TURN RIGHT AND
 AD9679'GO SOUTH ACROSS THE PARKING LOT 0.06 KM (0.04 MI) AND PASS THROUGH A
 AD9679'CHAIN LINK FENCE GATE.  CONTINUE SOUTH ON THE PAVEMENT FOR 0.2 KM (0.1
 AD9679'MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT AND GO EAST ON THE TAXIWAY
 AD9679'FOR 0.1 KM (0.06 MI) TO THE 1000-METER POINT ON THE LEFT.  CONTINUE
 AD9679'EAST ON THE TAXIWAY FOR 0.57 KM (0.4 MI) TO THE 430-METER POINT ON THE
 AD9679'LEFT.  CONINUE EAST ON THE TAXIWAY FOR 0.28 KM (0.2 MI) TO THE
 AD9679'150-METER POINT ON THE LEFT.  CONTINUE EAST ON THE TAXIWAY FOR 0.15 KM
 AD9679'(0.09 MI) TO THE 0-METER POINT ON THE LEFT.
 AD9679' 
 AD9679'THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASELINE DISK
 AD9679'STAMPED--430 M 1989--, SET IN THE TOP OF A 30 CM (12 IN) ROUND
 AD9679'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 15.6 M
 AD9679'(51.2 FT) NORTH OF THE NORTH EDGE OF THE TAXIWAY AND 1.0 M (3.3 FT)
 AD9679'SOUTH OF A FIBERGLASS WITNESS POST.
 AD9679' 
 AD9679'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AD9679'ELEVATIONS ARE FOR CBL USE ONLY.  BASELINE INFORMATION IS ALSO
 AD9679'AVAILABLE AT THE AIRPORT OFFICE.
 AD9679' 
 AD9679'THIS CALIBRATION BASELINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 AD9679'ASHTABULA COUNTY COMMISSIONERS AND THE PROFESSIONAL LAND SURVEYORS OF
 AD9679'OHIO. FOR MORE INFORMATION CONTACT THE ASHTABULA COUNTY ENGINEERS
 AD9679'OFFICE, 25 WEST JEFFERSON STREET, JEFFERSON, OH 44047. TELEPHONE
 AD9679'216-576-9090 EXT. 273.
 AD9679
 AD9679                          STATION RECOVERY (1995)
 AD9679
 AD9679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9679'THE STATION IS LOCATED ABOUT 13.0 KM (8.05 MI) SOUTHEAST OF ASHTABULA,
 AD9679'AT THE ASHTABULA COUNTY AIRPORT.  IN THE GRASS, ALONG THE NORTHEAST
 AD9679'SIDE OF THE MAIN TAXI PARALLELING RUNWAY.  OWNERSHIP--COUNTY OF
 AD9679'ASHTABULA, 2382 AIRPORT ROAD, JEFFERSON, OH.  44047.  AIRPORT MANAGER
 AD9679'STEPHEN B.  VIBBARD, PHONE 216-275-3821.  TO REACH THE STATION FROM
 AD9679'THE JUNCTION OF STATE HIGHWAYS 11 AND 167, ABOUT 16.1 KM (10.00 MI)
 AD9679'SOUTH OF ASHTABULA, GO EAST ON HIGHWAY 167, 2.2 KM (1.35 MI) TO A
 AD9679'CROSSROAD.  TURN LEFT, NORTHERLY, ON BROWN ROAD 4.2 KM (2.60 MI) TO
 AD9679'AIRPORT ROAD.  TURN RIGHT, EAST, THEN SOUTH, 1.1 KM (0.70 MI) ALONG
 AD9679'AIRPORT ROAD TO THE ENTRANCE GATE.  PASS THROUGH GATE, SOUTH, 0.18 KM
 AD9679'(0.10 MI) ACROSS APRON AND RAMP TO THE TAXI.  TURN LEFT, EAST, 0.696
 AD9679'KM (0.45 MI) TO THE STATION ON THE LEFT.  STATION IS 281 M (921.9 FT)
 AD9679'WEST OF N.G.S.  CBL DISK STAMPED 150 M, (492.1 FT) 21.7 M (71.2 FT)
 AD9679'NORTH OF THE TAXI CENTERLINE, 1.0 M (3.3 FT) SOUTH OF A WITNESS POST,
 AD9679'AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE LEVEL OF THE TAXI AND
 AD9679'FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2093 ***********************************************************************
 MB2093  DESIGNATION -  ASHTABULA CEI PLANT C STACK
 MB2093  PID         -  MB2093
 MB2093  STATE/COUNTY-  OH/ASHTABULA
 MB2093  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2093
 MB2093                         *CURRENT SURVEY CONTROL
 MB2093  ___________________________________________________________________
 MB2093* NAD 83(1995)-  41 54 42.30167(N)    080 45 36.82641(W)     ADJUSTED  
 MB2093* NAVD 88     -                                                        
 MB2093  ___________________________________________________________________
 MB2093  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 MB2093  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 MB2093
 MB2093  HORZ ORDER  -  THIRD
 MB2093
 MB2093.The horizontal coordinates were established by classical geodetic methods
 MB2093.and adjusted by the National Geodetic Survey in April 1998..
 MB2093
 MB2093
 MB2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2093
 MB2093.The geoid height was determined by GEOID03.
 MB2093
 MB2093;                    North         East     Units Scale Factor Converg.
 MB2093;SPC OH N     -   250,759.494   744,337.608   MT  1.00004771   +1 08 34.6
 MB2093;UTM  17      - 4,640,005.848   519,884.637   MT  0.99960487   +0 09 36.6
 MB2093
 MB2093                          SUPERSEDED SURVEY CONTROL
 MB2093
 MB2093  NAD 83(1986)-  41 54 42.30489(N)    080 45 36.82853(W) AD(       ) 4
 MB2093  NAD 27      -  41 54 42.11771(N)    080 45 37.52530(W) AD(       ) 3
 MB2093
 MB2093.Superseded values are not recommended for survey control.
 MB2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2093.See file dsdata.txt to determine how the superseded data were derived.
 MB2093
 MB2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1988540006(NAD 83)
 MB2093_MARKER: 63 = STACK
 MB2093
 MB2093  HISTORY     - Date     Condition        Report By
 MB2093  HISTORY     - 1975     FIRST OBSERVED   USLS
 MB2093  HISTORY     - 19931028 GOOD             OHDT
 MB2093  HISTORY     - 19960707 GOOD             USPSQD
 MB2093  HISTORY     - 19970706 GOOD             USPSQD
 MB2093
 MB2093                          STATION DESCRIPTION
 MB2093
 MB2093'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MB2093'THE OBJECT IS HIGHEST STACK AT THE CLEVELAND ELECTRIC
 MB2093'ILLUMINATING PLANT C, EAST OF THE CITY OF ASHTABULA.  THE
 MB2093'STACK IS APPROXIMATELY 250 FEET HIGH.  THE POINT OF INTERSECTION
 MB2093'IS THE CENTERLINE OF THE STACK.
 MB2093
 MB2093                          STATION RECOVERY (1993)
 MB2093
 MB2093'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2093'RECOVERED IN GOOD CONDITION.
 MB2093
 MB2093                          STATION RECOVERY (1996)
 MB2093
 MB2093'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2093'RECOVERED IN GOOD CONDITION.
 MB2093
 MB2093                          STATION RECOVERY (1997)
 MB2093
 MB2093'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2095 ***********************************************************************
 MB2095  DESIGNATION -  ASHTABULA CEI PLANT AB STACK
 MB2095  PID         -  MB2095
 MB2095  STATE/COUNTY-  OH/ASHTABULA
 MB2095  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2095
 MB2095                         *CURRENT SURVEY CONTROL
 MB2095  ___________________________________________________________________
 MB2095* NAD 83(1995)-  41 54 33.17892(N)    080 46 11.07780(W)     ADJUSTED  
 MB2095* NAVD 88     -                                                        
 MB2095  ___________________________________________________________________
 MB2095  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 MB2095  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 MB2095
 MB2095  HORZ ORDER  -  THIRD
 MB2095
 MB2095.The horizontal coordinates were established by classical geodetic methods
 MB2095.and adjusted by the National Geodetic Survey in April 1998..
 MB2095
 MB2095
 MB2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2095
 MB2095.The geoid height was determined by GEOID03.
 MB2095
 MB2095;                    North         East     Units Scale Factor Converg.
 MB2095;SPC OH N     -   250,462.367   743,553.957   MT  1.00004706   +1 08 12.1
 MB2095;UTM  17      - 4,639,722.332   519,096.354   MT  0.99960449   +0 09 13.7
 MB2095
 MB2095                          SUPERSEDED SURVEY CONTROL
 MB2095
 MB2095  NAD 83(1986)-  41 54 33.18220(N)    080 46 11.07990(W) AD(       ) 4
 MB2095  NAD 27      -  41 54 32.99693(N)    080 46 11.77204(W) AD(       ) 3
 MB2095
 MB2095.Superseded values are not recommended for survey control.
 MB2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2095.See file dsdata.txt to determine how the superseded data were derived.
 MB2095
 MB2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1909639722(NAD 83)
 MB2095_MARKER: 63 = STACK
 MB2095
 MB2095  HISTORY     - Date     Condition        Report By
 MB2095  HISTORY     - 1975     FIRST OBSERVED   USLS
 MB2095  HISTORY     - 19931028 GOOD             OHDT
 MB2095  HISTORY     - 19960707 GOOD             USPSQD
 MB2095  HISTORY     - 19970706 GOOD             USPSQD
 MB2095
 MB2095                          STATION DESCRIPTION
 MB2095
 MB2095'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MB2095'THE OBJECT IS THE HIGHEST STACK OF A GROUP OF FOUR STACKS AT
 MB2095'THE CLEVELAND ELECTRIC ILLUMINATING PLANT A.B., EAST OF
 MB2095'ASHTABULA.  THE STACK IS APPROXIMATELY 250 FEET HIGH.  THE
 MB2095'POINT OF INTERSECTION IS THE CENTERLINE OF THE STACK.
 MB2095
 MB2095                          STATION RECOVERY (1993)
 MB2095
 MB2095'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2095'RECOVERED IN GOOD CONDITION.
 MB2095
 MB2095                          STATION RECOVERY (1996)
 MB2095
 MB2095'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2095'RECOVERED IN GOOD CONDITION.
 MB2095
 MB2095                          STATION RECOVERY (1997)
 MB2095
 MB2095'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2101 ***********************************************************************
 MB2101  DESIGNATION -  ASHTABULA CEI POWER TOWER
 MB2101  PID         -  MB2101
 MB2101  STATE/COUNTY-  OH/ASHTABULA
 MB2101  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2101
 MB2101                         *CURRENT SURVEY CONTROL
 MB2101  ___________________________________________________________________
 MB2101* NAD 83(1995)-  41 54 14.40919(N)    080 47 50.25572(W)     ADJUSTED  
 MB2101* NAVD 88     -                                                        
 MB2101  ___________________________________________________________________
 MB2101  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 MB2101  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 MB2101
 MB2101  HORZ ORDER  -  THIRD
 MB2101
 MB2101.The horizontal coordinates were established by classical geodetic methods
 MB2101.and adjusted by the National Geodetic Survey in April 1998..
 MB2101
 MB2101
 MB2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2101
 MB2101.The geoid height was determined by GEOID03.
 MB2101
 MB2101;                    North         East     Units Scale Factor Converg.
 MB2101;SPC OH N     -   249,838.360   741,279.866   MT  1.00004572   +1 07 06.9
 MB2101;UTM  17      - 4,639,137.691   516,812.903   MT  0.99960348   +0 08 07.4
 MB2101
 MB2101                          SUPERSEDED SURVEY CONTROL
 MB2101
 MB2101  NAD 83(1986)-  41 54 14.41135(N)    080 47 50.25820(W) AD(       ) 4
 MB2101  NAD 27      -  41 54 14.23208(N)    080 47 50.94488(W) AD(       ) 3
 MB2101
 MB2101.Superseded values are not recommended for survey control.
 MB2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2101.See file dsdata.txt to determine how the superseded data were derived.
 MB2101
 MB2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1681339138(NAD 83)
 MB2101_MARKER: 55 = TOWER
 MB2101
 MB2101  HISTORY     - Date     Condition        Report By
 MB2101  HISTORY     - 1975     FIRST OBSERVED   USLS
 MB2101  HISTORY     - 19931028 GOOD             OHDT
 MB2101  HISTORY     - 19960707 MARK NOT FOUND   USPSQD
 MB2101  HISTORY     - 19960802 GOOD             USPSQD
 MB2101
 MB2101                          STATION DESCRIPTION
 MB2101
 MB2101'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MB2101'THE OBJECT IS A STEEL TOWER SHAPED LIKE A PYRAMID.  IT IS 107
 MB2101'FEET HIGH AND IS LOCATED ON THE PROPERTY OF PENN CENTRAL
 MB2101'RAILROAD.  IT IS ALSO 50 FEET EAST OF ASHTABULA RIVER.  THE
 MB2101'POINT OF INTERSECTION IS CENTERLINE OF THE TOWER.
 MB2101
 MB2101                          STATION RECOVERY (1993)
 MB2101
 MB2101'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2101'RECOVERED IN GOOD CONDITION.
 MB2101
 MB2101                          STATION RECOVERY (1996)
 MB2101
 MB2101'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2101'MARK NOT FOUND.
 MB2101
 MB2101                          STATION RECOVERY (1996)
 MB2101
 MB2101'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1848 ***********************************************************************
 DI1848  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1848  DESIGNATION -  ASHTABULA COUNTY CORS ARP
 DI1848  CORS_ID     -  OHAS
 DI1848  PID         -  DI1848
 DI1848  STATE/COUNTY-  OH/ASHTABULA
 DI1848  USGS QUAD   -  CONNEAUT (1996)
 DI1848
 DI1848                         *CURRENT SURVEY CONTROL
 DI1848  ___________________________________________________________________
 DI1848* NAD 83(CORS)-  41 55 30.22156(N)    080 33 03.84480(W)     ADJUSTED  
 DI1848* NAVD 88     -                                                        
 DI1848  ___________________________________________________________________
 DI1848  EPOCH DATE  -        2002.00
 DI1848  X           -     780,243.372 (meters)                     COMP
 DI1848  Y           -  -4,688,216.488 (meters)                     COMP
 DI1848  Z           -   4,239,535.882 (meters)                     COMP
 DI1848  ELLIP HEIGHT-         181.59  (meters)          (10/??/06) GPS OBS
 DI1848  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DI1848
 DI1848  HORZ ORDER  -  SPECIAL (CORS)
 DI1848  ELLP ORDER  -  SPECIAL (CORS)
 DI1848
 DI1848.ITRF positions are available for this station.
 DI1848.The coordinates were established by GPS observations
 DI1848.and adjusted by the National Geodetic Survey in October 2006..
 DI1848.The coordinates are valid at the epoch date displayed above.
 DI1848.The epoch date for horizontal control is a decimal equivalence
 DI1848.of Year/Month/Day.
 DI1848
 DI1848
 DI1848.The PID for the CORS L1 Phase Center is DI1849.
 DI1848
 DI1848.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1848
 DI1848.The ellipsoidal height was determined by GPS observations
 DI1848.and is referenced to NAD 83.
 DI1848
 DI1848.The geoid height was determined by GEOID03.
 DI1848
 DI1848;                    North         East     Units Scale Factor Converg.
 DI1848;SPC OH N     -   252,604.642   761,654.631   MT  1.00005117   +1 16 49.3
 DI1848
 DI1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1848!SPC OH N     -   0.99997152  x   1.00005117  =   1.00002269
 DI1848
 DI1848                          SUPERSEDED SURVEY CONTROL
 DI1848
 DI1848.No superseded survey control is available for this station.
 DI1848
 DI1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3722341553(NAD 83)
 DI1848_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1848
 DI1848                          STATION DESCRIPTION
 DI1848
 DI1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1848'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1848'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1848'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1848'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1848'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1849 ***********************************************************************
 DI1849  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1849  DESIGNATION -  ASHTABULA COUNTY CORS L1 PHASE CENTER
 DI1849  CORS_ID     -  OHAS
 DI1849  PID         -  DI1849
 DI1849  STATE/COUNTY-  OH/ASHTABULA
 DI1849  USGS QUAD   -  CONNEAUT (1996)
 DI1849
 DI1849                         *CURRENT SURVEY CONTROL
 DI1849  ___________________________________________________________________
 DI1849* NAD 83(CORS)-  41 55 30.22157(N)    080 33 03.84478(W)     ADJUSTED  
 DI1849* NAVD 88     -                                                        
 DI1849  ___________________________________________________________________
 DI1849  EPOCH DATE  -        2002.00
 DI1849  X           -     780,243.381 (meters)                     COMP
 DI1849  Y           -  -4,688,216.539 (meters)                     COMP
 DI1849  Z           -   4,239,535.929 (meters)                     COMP
 DI1849  ELLIP HEIGHT-         181.66  (meters)          (10/??/06) GPS OBS
 DI1849  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DI1849
 DI1849  HORZ ORDER  -  SPECIAL (CORS)
 DI1849  ELLP ORDER  -  SPECIAL (CORS)
 DI1849
 DI1849.ITRF positions are available for this station.
 DI1849.The coordinates were established by GPS observations
 DI1849.and adjusted by the National Geodetic Survey in October 2006..
 DI1849.The coordinates are valid at the epoch date displayed above.
 DI1849.The epoch date for horizontal control is a decimal equivalence
 DI1849.of Year/Month/Day.
 DI1849
 DI1849
 DI1849.The PID for the CORS ARP is DI1848.
 DI1849
 DI1849.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1849
 DI1849.The ellipsoidal height was determined by GPS observations
 DI1849.and is referenced to NAD 83.
 DI1849
 DI1849.The geoid height was determined by GEOID03.
 DI1849
 DI1849;                    North         East     Units Scale Factor Converg.
 DI1849;SPC OH N     -   252,604.643   761,654.632   MT  1.00005117   +1 16 49.3
 DI1849
 DI1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1849!SPC OH N     -   0.99997151  x   1.00005117  =   1.00002268
 DI1849
 DI1849                          SUPERSEDED SURVEY CONTROL
 DI1849
 DI1849.No superseded survey control is available for this station.
 DI1849
 DI1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3722341553(NAD 83)
 DI1849_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1849
 DI1849                          STATION DESCRIPTION
 DI1849
 DI1849'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1849'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1849'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1849'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1849'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1849'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2111 ***********************************************************************
 MB2111  DESIGNATION -  ASHTABULA HARBOR LIGHT
 MB2111  PID         -  MB2111
 MB2111  STATE/COUNTY-  OH/ASHTABULA
 MB2111  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2111
 MB2111                         *CURRENT SURVEY CONTROL
 MB2111  ___________________________________________________________________
 MB2111* NAD 83(1995)-  41 55 06.77701(N)    080 47 44.56606(W)     ADJUSTED  
 MB2111* NAVD 88     -                                                        
 MB2111  ___________________________________________________________________
 MB2111  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 MB2111  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 MB2111
 MB2111  HORZ ORDER  -  THIRD
 MB2111
 MB2111.The horizontal coordinates were established by classical geodetic methods
 MB2111.and adjusted by the National Geodetic Survey in April 1998..
 MB2111
 MB2111
 MB2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2111
 MB2111.The geoid height was determined by GEOID03.
 MB2111
 MB2111;                    North         East     Units Scale Factor Converg.
 MB2111;SPC OH N     -   251,456.405   741,379.413   MT  1.00004947   +1 07 10.7
 MB2111;UTM  17      - 4,640,753.073   516,940.143   MT  0.99960353   +0 08 11.3
 MB2111
 MB2111                          SUPERSEDED SURVEY CONTROL
 MB2111
 MB2111  NAD 83(1986)-  41 55 06.78039(N)    080 47 44.56804(W) AD(       ) 4
 MB2111  NAD 27      -  41 55 06.59986(N)    080 47 45.25187(W) AD(       ) 3
 MB2111
 MB2111.Superseded values are not recommended for survey control.
 MB2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2111.See file dsdata.txt to determine how the superseded data were derived.
 MB2111
 MB2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1694040753(NAD 83)
 MB2111_MARKER: 14 = NAVIGATION LIGHT
 MB2111
 MB2111  HISTORY     - Date     Condition        Report By
 MB2111  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2111  HISTORY     - 19931028 GOOD             OHDT
 MB2111  HISTORY     - 19960707 GOOD             USPSQD
 MB2111  HISTORY     - 19970706 GOOD             USPSQD
 MB2111
 MB2111                          STATION DESCRIPTION
 MB2111
 MB2111'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2111'STATION IS THE MAIN HARBOR ENTRANCE LIGHT AT ASHTABULA HARBOR
 MB2111'ON THE SOUTH SHORE OF LAKE ERIE.
 MB2111'
 MB2111'STATION WAS TIED IN BY TAPED TRAVERSE FROM ASHTABULA LSC, 1974
 MB2111'WHICH IS LOCATED ON THE UPPER CATWALK 1.573 METERS FROM THE
 MB2111'LIGHTS CENTER.
 MB2111'
 MB2111'THE LIGHT IS ABOUT 50 FEET ABOVE THE SURFACE OF LAKE ERIE.
 MB2111
 MB2111                          STATION RECOVERY (1993)
 MB2111
 MB2111'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2111'RECOVERED IN GOOD CONDITION.
 MB2111
 MB2111                          STATION RECOVERY (1996)
 MB2111
 MB2111'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2111'RECOVERED IN GOOD CONDITION.
 MB2111
 MB2111                          STATION RECOVERY (1997)
 MB2111
 MB2111'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2107 ***********************************************************************
 MB2107  DESIGNATION -  ASHTABULA HBR E BKWTR S ENT LT
 MB2107  PID         -  MB2107
 MB2107  STATE/COUNTY-  OH/ASHTABULA
 MB2107  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2107
 MB2107                         *CURRENT SURVEY CONTROL
 MB2107  ___________________________________________________________________
 MB2107* NAD 83(1995)-  41 54 48.00851(N)    080 46 47.17363(W)     ADJUSTED  
 MB2107* NAVD 88     -                                                        
 MB2107  ___________________________________________________________________
 MB2107  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 MB2107  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 MB2107
 MB2107  HORZ ORDER  -  THIRD
 MB2107
 MB2107.The horizontal coordinates were established by classical geodetic methods
 MB2107.and adjusted by the National Geodetic Survey in April 1998..
 MB2107
 MB2107
 MB2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2107
 MB2107.The geoid height was determined by GEOID03.
 MB2107
 MB2107;                    North         East     Units Scale Factor Converg.
 MB2107;SPC OH N     -   250,903.384   742,713.164   MT  1.00004812   +1 07 48.4
 MB2107;UTM  17      - 4,640,177.507   518,263.619   MT  0.99960410   +0 08 49.6
 MB2107
 MB2107                          SUPERSEDED SURVEY CONTROL
 MB2107
 MB2107  NAD 83(1986)-  41 54 48.01159(N)    080 46 47.17423(W) AD(       ) 4
 MB2107  NAD 27      -  41 54 47.82808(N)    080 46 47.86264(W) AD(       ) 3
 MB2107
 MB2107.Superseded values are not recommended for survey control.
 MB2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2107.See file dsdata.txt to determine how the superseded data were derived.
 MB2107
 MB2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1826440178(NAD 83)
 MB2107_MARKER: 14 = NAVIGATION LIGHT
 MB2107
 MB2107  HISTORY     - Date     Condition        Report By
 MB2107  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2107  HISTORY     - 19931028 GOOD             OHDT
 MB2107  HISTORY     - 19960707 GOOD             USPSQD
 MB2107  HISTORY     - 19970706 GOOD             USPSQD
 MB2107
 MB2107                          STATION DESCRIPTION
 MB2107
 MB2107'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2107'THE OBJECT IS THE EAST BREAKWATER SOUTH ENTRANCE LIGHT ON THE
 MB2107'SOUTH END OF THE EAST BREAKWATER IN ASHTABULA HARBOR.  IT IS
 MB2107'A FLASHING WHITE LIGHT 15 FEET ABOVE THE WATER SURFACE.  IT IS
 MB2107'SUPPORTED BY A SINGLE METAL POLE IMBEDDED IN ROCK.  THE
 MB2107'POINT OF INTERSECTION IS THE CENTER OF THE LIGHT.
 MB2107'
 MB2107'STATION POSITIONED DIRECT BY RANGE/AZIMUTH OBSERVATIONS FROM
 MB2107'ASHTABULA LSC 1974.
 MB2107
 MB2107                          STATION RECOVERY (1993)
 MB2107
 MB2107'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2107'RECOVERED IN GOOD CONDITION.
 MB2107
 MB2107                          STATION RECOVERY (1996)
 MB2107
 MB2107'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2107'RECOVERED IN GOOD CONDITION.
 MB2107
 MB2107                          STATION RECOVERY (1997)
 MB2107
 MB2107'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2099 ***********************************************************************
 MB2099  DESIGNATION -  ASHTABULA HBR EAST BRKWTR LT
 MB2099  PID         -  MB2099
 MB2099  STATE/COUNTY-  OH/ASHTABULA
 MB2099  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2099
 MB2099                         *CURRENT SURVEY CONTROL
 MB2099  ___________________________________________________________________
 MB2099* NAD 83(1995)-  41 55 11.66130(N)    080 47 31.96742(W)     ADJUSTED  
 MB2099* NAVD 88     -                                                        
 MB2099  ___________________________________________________________________
 MB2099  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 MB2099  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 MB2099
 MB2099  HORZ ORDER  -  THIRD
 MB2099
 MB2099.The horizontal coordinates were established by classical geodetic methods
 MB2099.and adjusted by the National Geodetic Survey in April 1998..
 MB2099
 MB2099
 MB2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2099
 MB2099.The geoid height was determined by GEOID03.
 MB2099
 MB2099;                    North         East     Units Scale Factor Converg.
 MB2099;SPC OH N     -   251,612.758   741,666.737   MT  1.00004983   +1 07 19.0
 MB2099;UTM  17      - 4,640,904.406   517,229.978   MT  0.99960365   +0 08 19.8
 MB2099
 MB2099                          SUPERSEDED SURVEY CONTROL
 MB2099
 MB2099  NAD 83(1986)-  41 55 11.66475(N)    080 47 31.96917(W) AD(       ) 4
 MB2099  NAD 27      -  41 55 11.48279(N)    080 47 32.64845(W) AD(       ) 3
 MB2099
 MB2099.Superseded values are not recommended for survey control.
 MB2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2099.See file dsdata.txt to determine how the superseded data were derived.
 MB2099
 MB2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1723040904(NAD 83)
 MB2099_MARKER: 14 = NAVIGATION LIGHT
 MB2099
 MB2099  HISTORY     - Date     Condition        Report By
 MB2099  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2099  HISTORY     - 19931028 GOOD             OHDT
 MB2099  HISTORY     - 19960707 GOOD             USPSQD
 MB2099  HISTORY     - 19970706 GOOD             USPSQD
 MB2099
 MB2099                          STATION DESCRIPTION
 MB2099
 MB2099'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2099'THE OBJECT IS THE EAST BREAKWATER LIGHT LOCATED AT THE NORTH
 MB2099'END OF THE EAST BREAKWATER IN ASHTABULA HARBOR.  IT IS A
 MB2099'FLASHING GREEN LIGHT 30 FEET ABOVE THE WATER, ATOP A STEEL TOWER
 MB2099'WHICH SITS ON A SQUARE CONCRETE BASE.  THE POINT OF INTERSECTION
 MB2099'IS THE CENTER OF THE LIGHT.
 MB2099'
 MB2099'STATION POSITIONED DIRECT BY RANGE/AZIMUTH FROM ASHTABULA LSC 1974
 MB2099
 MB2099                          STATION RECOVERY (1993)
 MB2099
 MB2099'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2099'RECOVERED IN GOOD CONDITION.
 MB2099
 MB2099                          STATION RECOVERY (1996)
 MB2099
 MB2099'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2099'RECOVERED IN GOOD CONDITION.
 MB2099
 MB2099                          STATION RECOVERY (1997)
 MB2099
 MB2099'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2100 ***********************************************************************
 MB2100  DESIGNATION -  ASHTABULA HBR INN BRKWTR LT
 MB2100  PID         -  MB2100
 MB2100  STATE/COUNTY-  OH/ASHTABULA
 MB2100  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2100
 MB2100                         *CURRENT SURVEY CONTROL
 MB2100  ___________________________________________________________________
 MB2100* NAD 83(1995)-  41 54 44.83793(N)    080 47 40.39118(W)     ADJUSTED  
 MB2100* NAVD 88     -                                                        
 MB2100  ___________________________________________________________________
 MB2100  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 MB2100  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 MB2100
 MB2100  HORZ ORDER  -  THIRD
 MB2100
 MB2100.The horizontal coordinates were established by classical geodetic methods
 MB2100.and adjusted by the National Geodetic Survey in April 1998..
 MB2100
 MB2100
 MB2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2100
 MB2100.The geoid height was determined by GEOID03.
 MB2100
 MB2100;                    North         East     Units Scale Factor Converg.
 MB2100;SPC OH N     -   250,781.490   741,488.839   MT  1.00004789   +1 07 13.4
 MB2100;UTM  17      - 4,640,076.681   517,037.929   MT  0.99960357   +0 08 14.1
 MB2100
 MB2100                          SUPERSEDED SURVEY CONTROL
 MB2100
 MB2100  NAD 83(1986)-  41 54 44.84102(N)    080 47 40.39317(W) AD(       ) 4
 MB2100  NAD 27      -  41 54 44.65798(N)    080 47 41.07799(W) AD(       ) 3
 MB2100
 MB2100.Superseded values are not recommended for survey control.
 MB2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2100.See file dsdata.txt to determine how the superseded data were derived.
 MB2100
 MB2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1703840077(NAD 83)
 MB2100_MARKER: 14 = NAVIGATION LIGHT
 MB2100
 MB2100  HISTORY     - Date     Condition        Report By
 MB2100  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2100  HISTORY     - 19931028 GOOD             OHDT
 MB2100  HISTORY     - 19960707 GOOD             USPSQD
 MB2100
 MB2100                          STATION DESCRIPTION
 MB2100
 MB2100'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2100'THE OBJECT IS THE INNER BREAKWATER LIGHT ON THE NORTHWEST END
 MB2100'OF THE INNER BREAKWATER IN ASHTABULA HARBOR.  IT IS A FIXED GREEN
 MB2100'LIGHT 20 FEET ABOVE THE WATER SURFACE, ATOP A BRACED METAL POLE
 MB2100'EMBEDDED IN A CONCRETE BLOCK OF THE RIP RAP BREAKWATER.  THE POINT
 MB2100'OF INTERSECTION IS THE CENTERLINE OF THE LIGHT.
 MB2100'
 MB2100'STATION POSITIONED DIRECT BY RANGE/AZIMUTH FROM ASHTABULA LSC 1974)
 MB2100
 MB2100                          STATION RECOVERY (1993)
 MB2100
 MB2100'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2100'RECOVERED IN GOOD CONDITION.
 MB2100
 MB2100                          STATION RECOVERY (1996)
 MB2100
 MB2100'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2102 ***********************************************************************
 MB2102  DESIGNATION -  ASHTABULA HBR WEST PIER LT
 MB2102  PID         -  MB2102
 MB2102  STATE/COUNTY-  OH/ASHTABULA
 MB2102  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2102
 MB2102                         *CURRENT SURVEY CONTROL
 MB2102  ___________________________________________________________________
 MB2102* NAD 83(1995)-  41 54 33.11724(N)    080 47 55.89784(W)     ADJUSTED  
 MB2102* NAVD 88     -                                                        
 MB2102  ___________________________________________________________________
 MB2102  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 MB2102  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 MB2102
 MB2102  HORZ ORDER  -  THIRD
 MB2102
 MB2102.The horizontal coordinates were established by classical geodetic methods
 MB2102.and adjusted by the National Geodetic Survey in April 1998..
 MB2102
 MB2102
 MB2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2102
 MB2102.The geoid height was determined by GEOID03.
 MB2102
 MB2102;                    North         East     Units Scale Factor Converg.
 MB2102;SPC OH N     -   250,412.942   741,138.583   MT  1.00004706   +1 07 03.2
 MB2102;UTM  17      - 4,639,714.358   516,681.558   MT  0.99960342   +0 08 03.7
 MB2102
 MB2102                          SUPERSEDED SURVEY CONTROL
 MB2102
 MB2102  NAD 83(1986)-  41 54 33.11990(N)    080 47 55.89982(W) AD(       ) 4
 MB2102  NAD 27      -  41 54 32.93369(N)    080 47 56.58491(W) AD(       ) 3
 MB2102
 MB2102.Superseded values are not recommended for survey control.
 MB2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2102.See file dsdata.txt to determine how the superseded data were derived.
 MB2102
 MB2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1668239714(NAD 83)
 MB2102_MARKER: 14 = NAVIGATION LIGHT
 MB2102
 MB2102  HISTORY     - Date     Condition        Report By
 MB2102  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2102  HISTORY     - 19931028 GOOD             OHDT
 MB2102  HISTORY     - 19960707 GOOD             USPSQD
 MB2102  HISTORY     - 19970706 GOOD             USPSQD
 MB2102
 MB2102                          STATION DESCRIPTION
 MB2102
 MB2102'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2102'THE OBJECT IS THE WEST PIER LIGHT ON THE NORTH END OF THE WEST
 MB2102'PIER IN ASHTABULA HARBOR.  IT IS A FIXED RED LIGHT 25 FEET ABOVE
 MB2102'THE WATER SURFACE, ATOP A STEEL TOWER.  THE POINT OF INTERSECTION
 MB2102'IS THE CENTERLINE OF THE LIGHT.
 MB2102'
 MB2102'STATION POSITIONED BY DIRECT RANGE/AZIMUTH OBSERVATIONS FROM
 MB2102'ASHTABULA LSC 1974.
 MB2102
 MB2102                          STATION RECOVERY (1993)
 MB2102
 MB2102'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2102'RECOVERED IN GOOD CONDITION.
 MB2102
 MB2102                          STATION RECOVERY (1996)
 MB2102
 MB2102'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2102'RECOVERED IN GOOD CONDITION.
 MB2102
 MB2102                          STATION RECOVERY (1997)
 MB2102
 MB2102'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2108 ***********************************************************************
 MB2108  DESIGNATION -  ASHTABULA HBR WEST PIERHEAD LT
 MB2108  PID         -  MB2108
 MB2108  STATE/COUNTY-  OH/ASHTABULA
 MB2108  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2108
 MB2108                         *CURRENT SURVEY CONTROL
 MB2108  ___________________________________________________________________
 MB2108* NAD 83(1995)-  41 55 11.82378(N)    080 47 40.89318(W)     ADJUSTED  
 MB2108* NAVD 88     -                                                        
 MB2108  ___________________________________________________________________
 MB2108  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 MB2108  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 MB2108
 MB2108  HORZ ORDER  -  THIRD
 MB2108
 MB2108.The horizontal coordinates were established by classical geodetic methods
 MB2108.and adjusted by the National Geodetic Survey in April 1998..
 MB2108
 MB2108
 MB2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2108
 MB2108.The geoid height was determined by GEOID03.
 MB2108
 MB2108;                    North         East     Units Scale Factor Converg.
 MB2108;SPC OH N     -   251,613.746   741,460.993   MT  1.00004984   +1 07 13.1
 MB2108;UTM  17      - 4,640,908.922   517,024.372   MT  0.99960357   +0 08 13.8
 MB2108
 MB2108                          SUPERSEDED SURVEY CONTROL
 MB2108
 MB2108  NAD 83(1986)-  41 55 11.82724(N)    080 47 40.89508(W) AD(       ) 4
 MB2108  NAD 27      -  41 55 11.64548(N)    080 47 41.57823(W) AD(       ) 3
 MB2108
 MB2108.Superseded values are not recommended for survey control.
 MB2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2108.See file dsdata.txt to determine how the superseded data were derived.
 MB2108
 MB2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1702440909(NAD 83)
 MB2108_MARKER: 14 = NAVIGATION LIGHT
 MB2108
 MB2108  HISTORY     - Date     Condition        Report By
 MB2108  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2108  HISTORY     - 19931028 GOOD             OHDT
 MB2108  HISTORY     - 19960707 GOOD             USPSQD
 MB2108  HISTORY     - 19970706 GOOD             USPSQD
 MB2108
 MB2108                          STATION DESCRIPTION
 MB2108
 MB2108'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2108'THE OBJECT IS THE WEST PIERHEAD LIGHT LOCATED ON THE NORTHEAST END
 MB2108'OF THE WEST BREAKWATER IN ASHTABULA HARBOR.  IT IS A FIXED RED
 MB2108'LIGHT 30 FEET ABOVE THE WATER SURFACE, ATOP A STEEL TOWER WHICH
 MB2108'RESTS ON A TWO TIERED CONCRETE BASE.  THE POINT OF INTERSECTION IS
 MB2108'THE CENTERLINE OF THE LIGHT.
 MB2108'
 MB2108'STATION POSITIONED DIRECT BY RANGE/AZIMUTH FROM ASHTABULA LSC 1974.
 MB2108
 MB2108                          STATION RECOVERY (1993)
 MB2108
 MB2108'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2108'RECOVERED IN GOOD CONDITION.
 MB2108
 MB2108                          STATION RECOVERY (1996)
 MB2108
 MB2108'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2108'RECOVERED IN GOOD CONDITION.
 MB2108
 MB2108                          STATION RECOVERY (1997)
 MB2108
 MB2108'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2096 ***********************************************************************
 MB2096  DESIGNATION -  ASHTABULA PINNEY DOCK WHSE A
 MB2096  PID         -  MB2096
 MB2096  STATE/COUNTY-  OH/ASHTABULA
 MB2096  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2096
 MB2096                         *CURRENT SURVEY CONTROL
 MB2096  ___________________________________________________________________
 MB2096* NAD 83(1995)-  41 54 41.26932(N)    080 47 03.35436(W)     ADJUSTED  
 MB2096* NAVD 88     -                                                        
 MB2096  ___________________________________________________________________
 MB2096  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 MB2096  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 MB2096
 MB2096  HORZ ORDER  -  THIRD
 MB2096
 MB2096.The horizontal coordinates were established by classical geodetic methods
 MB2096.and adjusted by the National Geodetic Survey in April 1998..
 MB2096
 MB2096
 MB2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2096
 MB2096.The geoid height was determined by GEOID03.
 MB2096
 MB2096;                    North         East     Units Scale Factor Converg.
 MB2096;SPC OH N     -   250,688.144   742,344.419   MT  1.00004764   +1 07 37.7
 MB2096;UTM  17      - 4,639,968.717   517,891.401   MT  0.99960394   +0 08 38.8
 MB2096
 MB2096                          SUPERSEDED SURVEY CONTROL
 MB2096
 MB2096  NAD 83(1986)-  41 54 41.27213(N)    080 47 03.35582(W) AD(       ) 4
 MB2096  NAD 27      -  41 54 41.08927(N)    080 47 04.04291(W) AD(       ) 3
 MB2096
 MB2096.Superseded values are not recommended for survey control.
 MB2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2096.See file dsdata.txt to determine how the superseded data were derived.
 MB2096
 MB2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1789139969(NAD 83)
 MB2096
 MB2096  HISTORY     - Date     Condition        Report By
 MB2096  HISTORY     - 1975     FIRST OBSERVED   USLS
 MB2096  HISTORY     - 19931028 GOOD             OHDT
 MB2096  HISTORY     - 19960707 GOOD             USPSQD
 MB2096
 MB2096                          STATION DESCRIPTION
 MB2096
 MB2096'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MB2096'THE OBJECT IS THE NORTHWEST CORNER OF WAREHOUSE A, OWNED BY
 MB2096'PINNEY DOCK.  THE LOCAL IS THE EASTERN AREA OF ASHTABULA
 MB2096'HARBOR.  THE BUILDING IS MADE OF STEEL AND IS PAINTED BLUE.  IT
 MB2096'IS THE NORTHERNMOST OF A GROUP OF WAREHOUSES.
 MB2096
 MB2096                          STATION RECOVERY (1993)
 MB2096
 MB2096'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2096'RECOVERED IN GOOD CONDITION.
 MB2096
 MB2096                          STATION RECOVERY (1996)
 MB2096
 MB2096'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0753 ***********************************************************************
 JY0753  DESIGNATION -  ASHVILLE 1
 JY0753  PID         -  JY0753
 JY0753  STATE/COUNTY-  OH/PICKAWAY
 JY0753  USGS QUAD   -  ASHVILLE (1992)
 JY0753
 JY0753                         *CURRENT SURVEY CONTROL
 JY0753  ___________________________________________________________________
 JY0753* NAD 83(1986)-  39 42 40.     (N)    082 57 15.     (W)     SCALED    
 JY0753* NAVD 88     -       214.156  (meters)     702.61   (feet)  ADJUSTED  
 JY0753  ___________________________________________________________________
 JY0753  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY0753  DYNAMIC HT  -         214.031 (meters)     702.20  (feet)  COMP
 JY0753  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 JY0753
 JY0753  VERT ORDER  -  FIRST     CLASS I
 JY0753
 JY0753.The horizontal coordinates were scaled from a topographic map and have
 JY0753.an estimated accuracy of +/- 6 seconds.
 JY0753
 JY0753.The orthometric height was determined by differential leveling
 JY0753.and adjusted by the National Geodetic Survey in June 1991..
 JY0753.WARNING-Repeat measurements at this control monument indicate possible
 JY0753.vertical movement.
 JY0753
 JY0753.The geoid height was determined by GEOID03.
 JY0753
 JY0753.The dynamic height is computed by dividing the NAVD 88
 JY0753.geopotential number by the normal gravity value computed on the
 JY0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0753.degrees latitude (g = 980.6199 gals.).
 JY0753
 JY0753.The modeled gravity was interpolated from observed gravity values.
 JY0753
 JY0753;                    North         East    Units  Estimated Accuracy
 JY0753;SPC OH S     -   190,060.      561,060.      MT  (+/- 180 meters Scaled)
 JY0753
 JY0753                          SUPERSEDED SURVEY CONTROL
 JY0753
 JY0753  NGVD 29 (??/??/92)  214.315  (m)          703.13   (f) ADJ UNCH    1 1
 JY0753
 JY0753.Superseded values are not recommended for survey control.
 JY0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0753.See file dsdata.txt to determine how the superseded data were derived.
 JY0753
 JY0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD324975(NAD 83)
 JY0753_MARKER: DB = BENCH MARK DISK
 JY0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0753_SP_SET: BRIDGE SEAT
 JY0753_STAMPING: ASHVILLE 1 1954
 JY0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0753
 JY0753  HISTORY     - Date     Condition        Report By
 JY0753  HISTORY     - 1954     MONUMENTED       CGS
 JY0753  HISTORY     - 1967     GOOD             NGS
 JY0753
 JY0753                          STATION DESCRIPTION
 JY0753
 JY0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0753'0.4 MI S FROM ASHVILLE.
 JY0753'ABOUT 0.45 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 JY0753'THE STATION AT ASHVILLE, 0.1 MILE SOUTH OF THE CROSSING OF
 JY0753'MAIN STREET, SET ON THE TOP OF THE EAST END OF THE NORTH BRIDGE
 JY0753'SEAT OF THE BRIDGE OVER WALNUT CREEK, 80 FEET SOUTH OF MILEPOST
 JY0753'684, 13.5 FEET EAST OF THE EAST RAIL AND 4 FEET BELOW THE LEVEL
 JY0753'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0752 ***********************************************************************
 JY0752  DESIGNATION -  ASHVILLE 2
 JY0752  PID         -  JY0752
 JY0752  STATE/COUNTY-  OH/PICKAWAY
 JY0752  USGS QUAD   -  ASHVILLE (1992)
 JY0752
 JY0752                         *CURRENT SURVEY CONTROL
 JY0752  ___________________________________________________________________
 JY0752* NAD 83(1986)-  39 42 47.     (N)    082 57 18.     (W)     SCALED    
 JY0752* NAVD 88     -       215.951  (meters)     708.50   (feet)  ADJUSTED  
 JY0752  ___________________________________________________________________
 JY0752  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY0752  DYNAMIC HT  -         215.824 (meters)     708.08  (feet)  COMP
 JY0752  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 JY0752
 JY0752  VERT ORDER  -  FIRST     CLASS I
 JY0752
 JY0752.The horizontal coordinates were scaled from a topographic map and have
 JY0752.an estimated accuracy of +/- 6 seconds.
 JY0752
 JY0752.The orthometric height was determined by differential leveling
 JY0752.and adjusted by the National Geodetic Survey in June 1991..
 JY0752
 JY0752.The geoid height was determined by GEOID03.
 JY0752
 JY0752.The dynamic height is computed by dividing the NAVD 88
 JY0752.geopotential number by the normal gravity value computed on the
 JY0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0752.degrees latitude (g = 980.6199 gals.).
 JY0752
 JY0752.The modeled gravity was interpolated from observed gravity values.
 JY0752
 JY0752;                    North         East    Units  Estimated Accuracy
 JY0752;SPC OH S     -   190,270.      560,990.      MT  (+/- 180 meters Scaled)
 JY0752
 JY0752                          SUPERSEDED SURVEY CONTROL
 JY0752
 JY0752  NGVD 29 (??/??/92)  216.113  (m)          709.03   (f) ADJ UNCH    1 1
 JY0752
 JY0752.Superseded values are not recommended for survey control.
 JY0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0752.See file dsdata.txt to determine how the superseded data were derived.
 JY0752
 JY0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD324977(NAD 83)
 JY0752_MARKER: DB = BENCH MARK DISK
 JY0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0752_SP_SET: ELEVATOR
 JY0752_STAMPING: ASHVILLE 2 1954
 JY0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0752
 JY0752  HISTORY     - Date     Condition        Report By
 JY0752  HISTORY     - 1954     MONUMENTED       CGS
 JY0752  HISTORY     - 1967     GOOD             NGS
 JY0752
 JY0752                          STATION DESCRIPTION
 JY0752
 JY0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0752'AT ASHVILLE.
 JY0752'AT ASHVILLE, ABOUT 0.35 MILE SOUTH ALONG THE NORFOLK AND WESTERN
 JY0752'RAILWAY FROM THE STATION, AT THE CROSSING OF MAIN STREET, SET
 JY0752'VERTICALLY IN THE EAST FACE OF THE ASHVILLE GRAIN COMPANY ELEVATOR,
 JY0752'100.0 FEET SOUTH OF THE CENTER LINE OF MAIN STREET, 60 FEET
 JY0752'WEST OF THE WEST RAIL, 14 FEET SOUTH OF THE SOUTHEAST CORNER
 JY0752'OF A BUILDING NORTH OF THE ELEVATOR, 2 1/2 FEET ABOVE THE LOADING
 JY0752'RAMP AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0751 ***********************************************************************
 JY0751  DESIGNATION -  ASHVILLE 3
 JY0751  PID         -  JY0751
 JY0751  STATE/COUNTY-  OH/PICKAWAY
 JY0751  USGS QUAD   -  ASHVILLE (1992)
 JY0751
 JY0751                         *CURRENT SURVEY CONTROL
 JY0751  ___________________________________________________________________
 JY0751* NAD 83(1986)-  39 43 06.     (N)    082 57 21.     (W)     SCALED    
 JY0751* NAVD 88     -       217.075  (meters)     712.19   (feet)  ADJUSTED  
 JY0751  ___________________________________________________________________
 JY0751  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY0751  DYNAMIC HT  -         216.948 (meters)     711.77  (feet)  COMP
 JY0751  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 JY0751
 JY0751  VERT ORDER  -  FIRST     CLASS I
 JY0751
 JY0751.The horizontal coordinates were scaled from a topographic map and have
 JY0751.an estimated accuracy of +/- 6 seconds.
 JY0751
 JY0751.The orthometric height was determined by differential leveling
 JY0751.and adjusted by the National Geodetic Survey in June 1991..
 JY0751
 JY0751.The geoid height was determined by GEOID03.
 JY0751
 JY0751.The dynamic height is computed by dividing the NAVD 88
 JY0751.geopotential number by the normal gravity value computed on the
 JY0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0751.degrees latitude (g = 980.6199 gals.).
 JY0751
 JY0751.The modeled gravity was interpolated from observed gravity values.
 JY0751
 JY0751;                    North         East    Units  Estimated Accuracy
 JY0751;SPC OH S     -   190,860.      560,920.      MT  (+/- 180 meters Scaled)
 JY0751
 JY0751                          SUPERSEDED SURVEY CONTROL
 JY0751
 JY0751  NGVD 29 (??/??/92)  217.238  (m)          712.72   (f) ADJ UNCH    1 1
 JY0751
 JY0751.Superseded values are not recommended for survey control.
 JY0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0751.See file dsdata.txt to determine how the superseded data were derived.
 JY0751
 JY0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD323983(NAD 83)
 JY0751_MARKER: DB = BENCH MARK DISK
 JY0751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0751_SP_SET: TOWER BASE
 JY0751_STAMPING: ASHVILLE 3 1954
 JY0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0751
 JY0751  HISTORY     - Date     Condition        Report By
 JY0751  HISTORY     - 1954     MONUMENTED       CGS
 JY0751  HISTORY     - 1967     GOOD             NGS
 JY0751
 JY0751                          STATION DESCRIPTION
 JY0751
 JY0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0751'AT ASHVILLE.
 JY0751'AT ASHVILLE, AT THE CITY WATER TANK, 0.35 MILE NORTH OF THE
 JY0751'CROSSING OF MAIN STREET AND NORFOLK AND WESTERN RAILWAY, ON
 JY0751'TOP OF THE EAST CORNER OF THE CONCRETE BASE FOR THE NORTHEAST
 JY0751'LEG OF THE TOWER, ABOUT 60 YARDS NORTHWEST OF AND ACROSS THE
 JY0751'TRACKS FROM THE STATION, 117.5 FEET WEST OF THE WEST RAIL OF
 JY0751'THE NEAR TRACK, 99 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 JY0751'STREET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1446 ***********************************************************************
 JY1446  DESIGNATION -  ASYLUM CITY OF COLUMBUS
 JY1446  PID         -  JY1446
 JY1446  STATE/COUNTY-  OH/FRANKLIN
 JY1446  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 JY1446
 JY1446                         *CURRENT SURVEY CONTROL
 JY1446  ___________________________________________________________________
 JY1446* NAD 83(1995)-  39 57 29.24673(N)    083 03 15.69056(W)     ADJUSTED  
 JY1446* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 JY1446  ___________________________________________________________________
 JY1446  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 JY1446  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JY1446
 JY1446  HORZ ORDER  -  FIRST
 JY1446
 JY1446.The horizontal coordinates were established by classical geodetic methods
 JY1446.and adjusted by the National Geodetic Survey in April 1998..
 JY1446
 JY1446.The orthometric height was scaled from a topographic map.
 JY1446
 JY1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1446
 JY1446.The geoid height was determined by GEOID03.
 JY1446
 JY1446;                    North         East     Units Scale Factor Converg.
 JY1446;SPC OH S     -   217,528.699   552,633.247   MT  0.99998599   -0 21 06.3
 JY1446;UTM  17      - 4,425,130.228   324,526.840   MT  0.99997907   -1 19 10.9
 JY1446
 JY1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1446!SPC OH S     -   0.99996798  x   0.99998599  =   0.99995397
 JY1446!UTM  17      -   0.99996798  x   0.99997907  =   0.99994705
 JY1446
 JY1446:                Primary Azimuth Mark                     Grid Az
 JY1446:SPC OH S     -  UNION RESET                              084 23 44.5
 JY1446:UTM  17      -  UNION RESET                              085 21 49.1
 JY1446
 JY1446|---------------------------------------------------------------------|
 JY1446| PID    Reference Object                     Distance      Geod. Az  |
 JY1446|                                                           dddmmss.s |
 JY1446| JY1445 UNION RESET                         APPROX. 4.5 KM 0840238.2 |
 JY1446|---------------------------------------------------------------------|
 JY1446
 JY1446                          SUPERSEDED SURVEY CONTROL
 JY1446
 JY1446  NAD 83(1986)-  39 57 29.25385(N)    083 03 15.69369(W) AD(       ) 1
 JY1446  NAD 27      -  39 57 29.02800(N)    083 03 16.02500(W) AD(       ) 1
 JY1446
 JY1446.Superseded values are not recommended for survey control.
 JY1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1446.See file dsdata.txt to determine how the superseded data were derived.
 JY1446
 JY1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2452725130(NAD 83)
 JY1446_MARKER: B = BOLT
 JY1446_SETTING: 0 = UNSPECIFIED SETTING
 JY1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1446
 JY1446  HISTORY     - Date     Condition        Report By
 JY1446  HISTORY     - 1928     MONUMENTED       CGS
 JY1446
 JY1446                          STATION DESCRIPTION
 JY1446
 JY1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 JY1446'ON THE SOUTHWESTERLY TOWER (SOUTHEAST MAIN TOWER IN CITY OF COLUMBUS
 JY1446'DESCRIPTION BELOW), ON THE FRONT OF THE STATE IMBECILE ASYLUM
 JY1446'WHICH STANDS ON THE NORTH SIDE OF WEST BROAD STREET, COLUMBUS. THE
 JY1446'STATION IS IDENTICAL WITH THE CITY OF COLUMBUS STATION, ASYLUM, IS
 JY1446'MARKED BY A SMALL COPPER PLUG IN A SMALL MASS OF CONCRETE ON THE
 JY1446'SHEET METAL ROOF OF THE TOWER, AND DESCRIBED AS FOLLOWS-
 JY1446'
 JY1446'OHIO STATE HOSPITAL FOR THE INSANE. LOCATED ON NORTH SIDE OF WEST
 JY1446'BROAD STREET. POINT IS A COPPER BOLT SET IN CONCRETE ON THE
 JY1446'SOUTHEAST MAIN TOWER. SEE MR. DECKER (CHIEF ENGINEER). POINT IS NEAR
 JY1446'THE CENTER OF ROOF OF TOWER ON SOUTH SIDE OF MAIN ENTRANCE, EAST SIDE
 JY1446'OF BUILDING, 7.28 FEET NORTHWEST OF NORTHWEST CORNER OF IRON POST ON
 JY1446'SOUTHEAST CORNER, 5.64 FEET NORTHEAST OF NORTHEAST CORNER OF IRON
 JY1446'POST ON SOUTHWEST CORNER, 4.96 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 JY1446'IRON POST ON NORTHWEST CORNER, AND 6.52 FEET SOUTHWEST OF
 JY1446'SOUTHWEST CORNER OF IRON POST ON NORTHEAST CORNER. NOTE-FORMER
 JY1446'U.S. COAST AND GEODETIC SURVEY STATION ASYLUM HAS BEEN TRANSFERRED TO
 JY1446'THE ROOF FROM THE STUB OF THE ORIGINAL FLAGPOLE, AND IS MARKED BY
 JY1446'A TACK NEAR THE CENTER OF PATCH ON ROOF, 1.945 FEET SOUTHEAST OF
 JY1446'TRIANGULATION STATION ASYLUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3445 ***********************************************************************
 KY3445  DESIGNATION -  ATCHISON
 KY3445  PID         -  KY3445
 KY3445  STATE/COUNTY-  OH/MUSKINGUM
 KY3445  USGS QUAD   -  BLOOMFIELD (1994)
 KY3445
 KY3445                         *CURRENT SURVEY CONTROL
 KY3445  ___________________________________________________________________
 KY3445* NAD 83(1995)-  40 05 10.69231(N)    081 44 19.94407(W)     ADJUSTED  
 KY3445* NAVD 88     -       362.0    (meters)    1188.     (feet)  GPS OBS   
 KY3445  ___________________________________________________________________
 KY3445  X           -     702,157.991 (meters)                     COMP
 KY3445  Y           -  -4,836,085.795 (meters)                     COMP
 KY3445  Z           -   4,085,533.154 (meters)                     COMP
 KY3445  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 KY3445  ELLIP HEIGHT-         328.32  (meters)          (10/07/05) GPS OBS
 KY3445  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KY3445
 KY3445  HORZ ORDER  -  FIRST
 KY3445  ELLP ORDER  -  FOURTH    CLASS I
 KY3445
 KY3445.The horizontal coordinates were established by classical geodetic methods
 KY3445.and adjusted by the National Geodetic Survey in April 1998..
 KY3445
 KY3445.The orthometric height was determined by GPS observations and a
 KY3445.high-resolution geoid model.
 KY3445
 KY3445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3445
 KY3445.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3445
 KY3445.The ellipsoidal height was determined by GPS observations
 KY3445.and is referenced to NAD 83.
 KY3445
 KY3445.The geoid height was determined by GEOID03.
 KY3445
 KY3445;                    North         East     Units Scale Factor Converg.
 KY3445;SPC OH S     -   231,889.254   664,913.580   MT  1.00001091   +0 28 58.6
 KY3445;UTM  17      - 4,437,597.675   437,009.164   MT  0.99964884   -0 28 32.9
 KY3445
 KY3445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3445!SPC OH S     -   0.99994850  x   1.00001091  =   0.99995941
 KY3445!UTM  17      -   0.99994850  x   0.99964884  =   0.99959735
 KY3445
 KY3445|---------------------------------------------------------------------|
 KY3445| PID    Reference Object                     Distance      Geod. Az  |
 KY3445|                                                           dddmmss.s |
 KY3445| CC9713 ATCHISON RM 1                        42.605 METERS 01117     |
 KY3445| CC9714 ATCHISON RM 2                        38.682 METERS 25740     |
 KY3445| KZ1831 COLUMBUS PHILADELPH AWY BN 4B       APPROX.24.8 KM 2584240.5 |
 KY3445| CC9712 ATCHISON AZ MK 2                                   2744010.7 |
 KY3445| CC9711 ATCHISON AZ MK                                     2751234.3 |
 KY3445|---------------------------------------------------------------------|
 KY3445
 KY3445                          SUPERSEDED SURVEY CONTROL
 KY3445
 KY3445  ELLIP H (04/01/98)  328.38   (m)                       GP(       ) 4 1
 KY3445  NAD 83(1986)-  40 05 10.69869(N)    081 44 19.95096(W) AD(       ) 1
 KY3445  NAD 27      -  40 05 10.43300(N)    081 44 20.49100(W) AD(       ) 1
 KY3445  NGVD 29 (02/23/89)  362.2    (m)         1188.     (f) VERT ANG       
 KY3445
 KY3445.Superseded values are not recommended for survey control.
 KY3445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3445.See file dsdata.txt to determine how the superseded data were derived.
 KY3445
 KY3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3700937598(NAD 83)
 KY3445_MARKER: Z = SEE DESCRIPTION
 KY3445_SETTING: 0 = UNSPECIFIED SETTING
 KY3445_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3445_STAMPING: ATCHISON 1933
 KY3445_MARK LOGO: CGS   
 KY3445_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3445+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1992
 KY3445
 KY3445  HISTORY     - Date     Condition        Report By
 KY3445  HISTORY     - 1933     MONUMENTED       CGS
 KY3445  HISTORY     - 1933     GOOD             CGS
 KY3445  HISTORY     - 1957     GOOD             CGS
 KY3445  HISTORY     - 1969     GOOD             CGS
 KY3445  HISTORY     - 1976     GOOD             NGS
 KY3445  HISTORY     - 1986     GOOD             NGS
 KY3445  HISTORY     - 19870910 GOOD
 KY3445  HISTORY     - 19920909 SEE DESCRIPTION  AEP
 KY3445  HISTORY     - 19921216 SEE DESCRIPTION  OH-119
 KY3445
 KY3445                          STATION DESCRIPTION
 KY3445
 KY3445'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KY3445'STATION IS
 KY3445'ABOUT 4 MILES
 KY3445'SOUTHEAST OF OTSEGO AND 4 MILES NORTH OF BLOOMFIELD,
 KY3445'AT THE TOP OF THE HIGHEST HILL
 KY3445'IN THE VICINITY, ON PROPERTY
 KY3445'OWNED BY B.C. ATCHISON WHO LIVES AT THE BASE OF
 KY3445'THE HILL ON THE
 KY3445'SOUTHWEST SIDE.
 KY3445'
 KY3445'TO REACH, TAKE U.S. HIGHWAY 40 TO STATE HIGHWAY 76 IN THE
 KY3445'WEST EDGE OF NEW
 KY3445'CONCORD.  THIS JUNCTION IS ABOUT 0.4 MILE WEST
 KY3445'OF THE POST OFFICE.  TURN NORTH ON
 KY3445'STATE HIGHWAY 76 AND PROCEED
 KY3445'3.25 MILES TO T-ROAD, TURN RIGHT AND CONTINUE ON
 KY3445'STATE HIGHWAY
 KY3445'76 FOR 1.25 MILES TO THE JUNCTION OF STATE HIGHWAYS 76 AND 333
 KY3445'IN BLOOMFIELD,
 KY3445'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 76 FOR
 KY3445'2.95 MILES TO ROAD LEADING OUT TO
 KY3445'RIGHT AT THE BOTTOM OF A LONG
 KY3445'HILL, TURN RIGHT AND PROCEED 1.0 MILE TO CROSSROADS,
 KY3445'(AZIMUTH
 KY3445'MARK IS IN THE SOUTHEAST CORNER OF THIS INTERSECTION), CONTINUE
 KY3445'STRAIGHT AHEAD
 KY3445'(EAST) 0.35 MILE, TURN RIGHT ON PRIVATE LANE AND
 KY3445'GO SOUTH 0.3 MILE TO THE ATCHISON
 KY3445'HOUSE, TURN LEFT BETWEEN HOUSE
 KY3445'AND BARN AND PROCEED EAST AND NORTHEAST UP HILL
 KY3445'ABOUT 0.3 MILE
 KY3445'TO THE STATION AT THE TOP.  STATION IS 140 FEET SOUTH OF A FENCE
 KY3445'AND MARK
 KY3445'PROJECTS 8 INCHES ABOVE THE GROUND.
 KY3445'
 KY3445'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KY3445'BRONZE DISKS IN CONCRETE.
 KY3445'
 KY3445'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 1 FOOT SOUTH
 KY3445'OF FENCE AT THE
 KY3445'HIGHEST POINT ON THE FENCE LINE AND 5 FEET WEST
 KY3445'OF FENCE CORNER, IS ABOUT 6 FEET
 KY3445'LOWER THAN THE TOP OF THE HILL
 KY3445'AND PROJECTS 8 INCHES ABOVE THE GROUND.  REFERENCE
 KY3445'MARK NO. 2 IS
 KY3445'WEST OF THE STATION ON THE WEST SLOPE OF THE HILL, IS ABOUT 15
 KY3445'FEET LOWER THAN
 KY3445'THE TOP OF THE HILL, AND PROJECTS 10 INCHES ABOVE
 KY3445'THE GROUND.
 KY3445'
 KY3445'AZIMUTH MARK IS ABOUT 0.5 MILE WEST AT THE SOUTHEAST CORNER
 KY3445'OF A ROAD
 KY3445'INTERSECTION, IS 20 FEET SOUTH OF THE CENTER LINE OF
 KY3445'THE EAST-WEST ROAD, 20 FEET
 KY3445'EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 KY3445'ROAD, 3 FEET SOUTHEAST OF FENCE CORNER, 12
 KY3445'FEET NORTHEAST
 KY3445'OF A 12-INCH WALNUT TREE ON THE FENCE LINE, AND PROJECTS 6
 KY3445'INCHES ABOVE THE GROUND.
 KY3445'
 KY3445'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KY3445
 KY3445                          STATION RECOVERY (1933)
 KY3445
 KY3445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KY3445'RECOVERED IN GOOD CONDITION.
 KY3445
 KY3445                          STATION RECOVERY (1957)
 KY3445
 KY3445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KY3445'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN
 KY3445'GOOD CONDITION.
 KY3445'CONSIDERABLE CLEARING WOULD BE REQUIRED TO SEE THE
 KY3445'AZIMUTH MARK.  THE OLD DESCRIPTION
 KY3445'IS ADEQUATE WITH THE FOLLOWING
 KY3445'ADDITIONS-
 KY3445'
 KY3445'THE STATION MARK IS NOW 27 FEET SOUTH OF THE CENTER OF THE BLOOMFIELD
 KY3445'LOOKOUT TOWER.
 KY3445'
 KY3445'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND 76
 KY3445'AT OTSEGO, GO
 KY3445'SOUTH ON HIGHWAY 76 FOR 2.4 MILES TO A CROSSROAD.  TURN
 KY3445'LEFT AND GO EAST FOR 1.1 MILES
 KY3445'TO THE AZIMUTH MARK ON THE RIGHT AT A
 KY3445'CROSSROAD.  CONTINUE EAST FOR 0.35 MILE TO A
 KY3445'DRIVEWAY RIGHT.  TURN RIGHT
 KY3445'AND FOLLOW WINDING GRAVELED DRIVEWAY SOUTH AND EAST FOR 0.6
 KY3445'MILE TO THE TOP OF HILL AND STATION.
 KY3445
 KY3445                          STATION RECOVERY (1969)
 KY3445
 KY3445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WOK)
 KY3445'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO
 KY3445'BE IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED VISABLE
 KY3445'FROM THE GROUND TO AID FUTURE SURVEYS.  NEW MEASUREMENTS WERE MADE TO
 KY3445'THE REFERENCE MARKS TO OBTAIN HORIZONTAL DISTANCES.  A NEW
 KY3445'DESCRIPTION IS AS FOLLOWS--
 KY3445'
 KY3445'STATION IS ABOUT 4 MILES NORTH OF BLOOMFIELD AND 4 MILES SOUTHEAST OF
 KY3445'OTSEGO ON THE HIGHEST HILL IN THE VICINITY.  THE PROPERTY IS OWNED
 KY3445'BY MR. B. D. ATCHISON.  IF TOWER IS REQUIRED FOR FUTURE SURVEYS,
 KY3445'PERMISSION TO BUILD SHOULD BE OBTAINED FROM THE OHIO STATE
 KY3445'FORESTRY, NEW PHILADELPHIA.
 KY3445'
 KY3445'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 76 AND 209 IN BLOOMFIELD,
 KY3445'OHIO, GO NORTHWESTERLY ON STATE HIGHWAY 76 FOR 3.15 MILES TO A SIDE
 KY3445'ROAD RIGHT.  TURN RIGHT EASTERLY ON COUNTY ROAD 101 FOR 1.0 MILES
 KY3445'TO AZIMUTH MARK ON RIGHT.  CONTINUE EASTERLY FOR 0.5 MILE TO A SIDE
 KY3445'ROAD RIGHT, (GRAVEL ROAD).  TAKE SIDE ROAD SOUTH FOR 450 FEET TO A
 KY3445'GATE.  FROM GATE GO SOUTHERLY 0.15 MILE TO A ROAD FORK.  TAKE LEFT
 KY3445'FORK MEANDERING EASTERLY AND NORTHERLY ALONG HILLSIDE AND RIDGE
 KY3445'FOR 0.35 MILE TO THE BLOOMFIELD LOOKOUT TOWER AND STATION SITE.
 KY3445'
 KY3445'STATION MARK IS STAMPED ATCHISON 1933 AND PROJECTS 1.0 FEET ABOVE
 KY3445'GROUND SURFACE.  IT IS 20.0 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 KY3445'FOOT OF THE LOOKOUT TOWER, 30.0 FEET SOUTH OF CENTER OF THE LOOKOUT
 KY3445'TOWER AND 43.2 FEET EAST OF POLE NO. 266/65.
 KY3445'
 KY3445'REFERENCE MARK 1 IS STAMPED ATCHISON NO 1 1933 AND PROJECTS 0.8 FEET
 KY3445'ABOVE GROUND SURFACE.  IT IS 1.3 FEET SOUTH OF A EAST-WEST
 KY3445'FENCELINE, 6.2 FEET WEST-SOUTHWEST OF INTERSECTION OF FENCELINE,
 KY3445'23.9 FEET NORTHEAST OF AMS ASTRO AND 39.8 FEET WEST-NORTHWEST
 KY3445'OF NORTHWEST CORNER OF OUTHOUSE.
 KY3445'
 KY3445'REFERENCE MARK 2 IS STAMPED ATCHISON NO 2 1933 AND PROJECTS 0.7 FEET
 KY3445'ABOVE GROUND SURFACE.  IT IS 87 FEET WEST-SOUTHWEST OF POLE NO.
 KY3445'266/65 AND 11 FEET EAST OF A SMALL BUSH (WILD ROSE).
 KY3445'
 KY3445'ATCHISON ASTRO ECC. IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED
 KY3445'ATCHISON ASTRO ECC 1968 AMS SET IN TOP OF A SQUARE CONCRETE PIER
 KY3445'(1.2 X 1.2) WHICH PROJECTS 2.3 FEET ABOVE GROUND SURFACE.  IT IS
 KY3445'22.5 FEET SOUTH OF A EAST-WEST FENCELINE, 23.9 FEET SOUTHWEST OF
 KY3445'ATCHISON NO 1 AND 28.0 FEET SOUTHWEST OF INTERSECTION OF
 KY3445'FENCELINES.
 KY3445'
 KY3445'AZIMUTH MARK IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED
 KY3445'ATCHISON AZ 2 1933 1969 USATOPOCOM SET IN TOP OF A SQUARE CONCRETE
 KY3445'MONUMENT FLUSH WITH GROUND SURFACE.
 KY3445'
 KY3445'AZIMUTH MARK - CONTINUED, IT IS 2.2 FEET EAST OF A METAL WITNESS POST
 KY3445'AND TELEPHONE POLE, 19.5 FEET EAST OF CENTERLINE OF DRIVEWAY SOUTH
 KY3445'AND 22.3 FEET SOUTH OF CENTERLINE OF COUNTY ROAD 101.
 KY3445'
 KY3445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 KY3445'BLOOMFIELD, OHIO.
 KY3445'
 KY3445'HEIGHT OF LIGHT ABOVE STATION MARK 58.6 FEET.
 KY3445
 KY3445                          STATION RECOVERY (1976)
 KY3445
 KY3445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JD)
 KY3445'STATION DESCRIPTION (1969) IS ADEQUATE TO REACH THE STATION.  ALL
 KY3445'STATION MARKERS WERE FOUND IN GOOD CONDITION.  THE STATION MARK WAS
 KY3445'USED AS THE ANTENNA SITE FOR DOPPLER STATION 51176.
 KY3445'
 KY3445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 KY3445'BLOOMFIELD, OHIO.
 KY3445
 KY3445                          STATION RECOVERY (1986)
 KY3445
 KY3445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KY3445'STATION IS ABOUT 4 MILES NORTH OF BLOOMFIELD AND 4 MILES SOUTHEAST OF
 KY3445'OTSEGO ON THE HIGHEST HILL IN THE VICINITY.  THE PROPERTY IS OWNED
 KY3445'BY MR B D ATCHISON. IF TOWER IS REQUIRED FOR FUTURE SURVEYS,
 KY3445'PERMISSION TO BUILD SHOULD BE OBTAINED FROM THE OHIO STATE
 KY3445'FORESTRY, NEW PHILADELPHIA.
 KY3445'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 76 AND 209 IN BLOOMFIELD,
 KY3445'OHIO, GO NORTHWESTERLY ON STATE HIGHWAY 76 FOR 3.15 MILES TO A SIDE
 KY3445'ROAD RIGHT.  TURN RIGHT EASTERLY ON COUNTY ROAD 101 FOR 1.0 MILES
 KY3445'TO AZIMUTH MARK ON RIGHT.  CONTINUE EASTERLY FOR 0.5 MILE TO A SIDE
 KY3445'ROAD RIGHT, (GRAVEL ROAD).  TAKE SIDE ROAD SOUTH FOR 450 FEET TO A
 KY3445'GATE.  FROM GATE GO SOUTHERLY 0.15 MILE TO A ROAD FORK.  TAKE LEFT
 KY3445'FORK MEANDERING EASTERLY AND NORTHERLY ALONG HILLSIDE AND RIDGE FOR
 KY3445'0.35 MILE TO THE BLOOMFIELD LOOKOUT TOWER AND STATION SITE.
 KY3445'STATION MARK IS STAMPED ATCHISON 1933 AND PROJECTS 1.0 FEET ABOVE
 KY3445'GROUND SURFACE. IT IS 20.0 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 KY3445'FOOT OF THE LOOKOUT TOWER, 30.0 FEET SOUTH OF CENTER OF THE LOOKOUT
 KY3445'TOWER AND 43.2 FEET EAST OF POLE NO 266/65.
 KY3445'TYPED BY JAMES MALONEY 9/09/87.
 KY3445'STATION MARK DISK ANOMALY
 KY3445
 KY3445                          STATION RECOVERY (1987)
 KY3445
 KY3445'RECOVERED 1987
 KY3445'RECOVERED IN GOOD CONDITION.
 KY3445
 KY3445                          STATION RECOVERY (1992)
 KY3445
 KY3445'RECOVERY NOTE BY AMERICAN ELECTRIC POWER 1992
 KY3445'THE STATION WAS RECOVERED.  THE LOOKOUT TOWER IS NO LONGER THERE. THE
 KY3445'SURFACE MARK HAS BEEN DESTROYED.  THE UNDERGROUND MARK WAS OCCUPIED.
 KY3445'A NEW TO REACH DESCRIPTION IS AS FOLLOWS.
 KY3445'TO THE REACH THE STATION FROM THE INTERSECTION OF ROUTE 208 AND ROUTE
 KY3445'83 IN BLOOMFIELD PROCEED NORTH ALONG ROUTE 83 3.1 MILESTO ITS
 KY3445'INTERSECTION WITH LOOKOUT ROAD.  TURN RIGHT AND PROCEED EAST ALONG
 KY3445'LOOKOUT ROAD 1.5 MILESTO A DRIVEWAY.  TURN RIGHT AND PROCEED SOUTH
 KY3445'ALONG DRIVEWAY 0.2 MILETO AN ACCESS GATE. CONTINUE SOUTH THROUGH THE
 KY3445'ACCESS GATE 0.3 MILETO THE TOP OF THE HILL AND THE STATION.
 KY3445'THE STATION IS A BRONZE DISK SET IN CONCRETE ABOUT 5 FEETBELOW THE
 KY3445'GROUND.  THE STATION IS 57.5 FEETSOUTH FROM THE SOUTHWEST CORNER OF A
 KY3445'SHED, 37.0 FEETSOUTHEAST FROM THE SOUTHWEST CORNER OF THE NORTHWEST
 KY3445'CONCRETE FOUNDATION OF THE OLD TOWER, 19.2 FEETSOUTHEAST FROM THE
 KY3445'SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE FOUNDATION, 19.8 FEET
 KY3445'SOUTHWEST FROM THE SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE
 KY3445'FOUNDATION, 30.6 FEETNORTHEAST FROM A 6 INCH LOCUST TREE, AND 43.3
 KY3445'FEETEAST OF POWER POLE NUMBER 266 6 5.
 KY3445
 KY3445                          STATION RECOVERY (1992)
 KY3445
 KY3445'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 KY3445'THE SURFACE MARK COULD NOT BE FOUND.  THE UNDERGROUND MARK WAS
 KY3445'RECOVERED IN APPARENT GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 KY3445'FOLLOWS.
 KY3445' 
 KY3445'THE STATION IS NEAR THE E LINE OF SECTION 22, TOWNSHIP 3, RANGE 5,
 KY3445'MONROE TOWNSHIP, ABOUT 17 MI (27.4 KM) NE OF ZANESVILLE, 8 MI (12.9
 KY3445'KM) E OF ADAMSVILLE, AND 6 MI (9.7 KM) N OF NEW CONCORD, AT THE TOP OF
 KY3445'THE HIGHEST HILL IN THE VICINITY, ON PROPERTY OWNED BY PAUL AND
 KY3445'SHIRLEY MCCULLEY.  PHONE 614/796-5284.  THE BLOOMFIELD LOOKOUT TOWER
 KY3445'THAT WAS MENTIONED IN PREVIOUS DESCRIPTIONS HAS BEEN REMOVED.
 KY3445' 
 KY3445'TO REACH FROM NEW CONCORD AT THE INTERSECTION OF US 40 AND STATE ROUTE
 KY3445'83, GO 4.55 MI (7.32 KM) N ON STATE ROUTE 83 TO THE JUNCTION OF STATE
 KY3445'ROUTE 209 IN THE VILLAGE OF BLOOMFIELD, CONTINUE N ON STATE ROUTE 83
 KY3445'FOR 3.10 MI (4.99 KM) TO THE JUNCTION OF LOOKOUT ROAD (COUNTY ROAD
 KY3445'101), TURN RIGHT ONTO LOOKOUT ROAD E FOR 1.09 MI (1.75 KM) TO THE
 KY3445'JUNCTION OF HANSEL ROAD (TOWNSHIP ROAD 176) AND THE AZIMUTH MARK IN
 KY3445'THE SE CORNER OF THE INTERSECTION, CONTINUE E ON LOOKOUT ROAD FOR 0.35
 KY3445'MI (0.56 KM) TO THE JUNCTION OF A PRIVATE DRIVE ON THE RIGHT, TURN
 KY3445'RIGHT ONTO DRIVE S FOR 0.22 MI (0.35 KM) TO A GATE IN A FENCE AND A
 KY3445'FIELD DRIVE TO THE LEFT, TURN LEFT ONTO FIELD DRIVE AND UP A HILL E
 KY3445'FOR 0.21 MI (0.34 KM) TO A SHARP LEFT TURN, TURN LEFT AND CONTINUE UP
 KY3445'HILL N FOR 0.11 MI (0.18 KM) TO THE END OF THE DRIVE AND THE STATION
 KY3445'LOCATION.
 KY3445' 
 KY3445'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 2.0 FT
 KY3445'(0.6 M) BELOW THE SURFACE OF THE GROUND.  THE DISK IS STAMPED ATCHISON
 KY3445'1933. IT IS 117.5 FT (35.8 M) S OF A LARGE CONCRETE MONUMENT
 KY3445'PROJECTING 2.5 FT (0.8 M) ABOVE THE GROUND, 1.2 FT (0.4 M) SQUARE AT
 KY3445'THE TOP, WITH A DISK IN THE TOP STAMPED ATCHISON ASTRO ECC 1968 AMS,
 KY3445'28.3 FT (8.6 M) S OF A 3.0 FT (0.9 M) SQUARE SLAB OF CONCRETE (CENTER
 KY3445'OF OLD LOOKOUT TOWER), 57.2 FT (17.4 M) S OF A METAL SHED, 43.8 FT
 KY3445'(13.4 M) E OF A POWER POLE MARKED (266-65), AND 4.0 FT (1.2 M) SW OF A
 KY3445'WITNESS POST.
 KY3445' 
 KY3445'BOTH REFERENCE MONUMENTS WERE RECOVERED IN GOOD CONDITION.
 KY3445' 
 KY3445'AZIMUTH MARK WAS RECOVERED BUT HAS BEEN DISTURBED, THE ENTIRE LENGTH
 KY3445'OF THE MONUMENT IS EXPOSED AND SETTING ON TOP OF THE GROUND.
 KY3445'CONSIDERABLE CLEARING WOULD BE REQUIRED TO SEE THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6052 ***********************************************************************
 AB6052  CBN         -  This is a Cooperative Base Network Control Station.
 AB6052  DESIGNATION -  ATH GAR
 AB6052  PID         -  AB6052
 AB6052  STATE/COUNTY-  OH/ATHENS
 AB6052  USGS QUAD   -  THE PLAINS (1995)
 AB6052
 AB6052                         *CURRENT SURVEY CONTROL
 AB6052  ___________________________________________________________________
 AB6052* NAD 83(1995)-  39 19 48.68410(N)    082 07 42.36610(W)     ADJUSTED  
 AB6052* NAVD 88     -       197.0    (meters)     646.     (feet)  GPS OBS   
 AB6052  ___________________________________________________________________
 AB6052  X           -     676,588.973 (meters)                     COMP
 AB6052  Y           -  -4,893,752.402 (meters)                     COMP
 AB6052  Z           -   4,020,841.591 (meters)                     COMP
 AB6052  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AB6052  ELLIP HEIGHT-         162.78  (meters)          (03/08/05) GPS OBS
 AB6052  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 AB6052
 AB6052  HORZ ORDER  -  B
 AB6052  ELLP ORDER  -  FOURTH    CLASS II
 AB6052
 AB6052.The horizontal coordinates were established by GPS observations
 AB6052.and adjusted by the National Geodetic Survey in August 1996..
 AB6052
 AB6052.The orthometric height was determined by GPS observations and a
 AB6052.high-resolution geoid model.
 AB6052
 AB6052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6052
 AB6052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6052
 AB6052.The ellipsoidal height was determined by GPS observations
 AB6052.and is referenced to NAD 83.
 AB6052
 AB6052.The geoid height was determined by GEOID03.
 AB6052
 AB6052;                    North         East     Units Scale Factor Converg.
 AB6052;SPC OH S     -   147,734.475   632,035.072   MT  0.99993635   +0 14 08.8
 AB6052;UTM  17      - 4,354,026.220   402,741.358   MT  0.99971647   -0 42 54.9
 AB6052
 AB6052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6052!SPC OH S     -   0.99997446  x   0.99993635  =   0.99991081
 AB6052!UTM  17      -   0.99997446  x   0.99971647  =   0.99969094
 AB6052
 AB6052                          SUPERSEDED SURVEY CONTROL
 AB6052
 AB6052  ELLIP H (08/20/96)  162.80   (m)                       GP(       ) 4 2
 AB6052
 AB6052.Superseded values are not recommended for survey control.
 AB6052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6052.See file dsdata.txt to determine how the superseded data were derived.
 AB6052
 AB6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0274154026(NAD 83)
 AB6052_MARKER: I = METAL ROD
 AB6052_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6052_STAMPING: ATH GAR 1995
 AB6052_MARK LOGO: OHDT  
 AB6052_PROJECTION: FLUSH
 AB6052_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6052+SATELLITE: SATELLITE OBSERVATIONS - 2004
 AB6052_ROD/PIPE-DEPTH: 13.4 meters
 AB6052_SLEEVE-DEPTH  : 0.91 meters
 AB6052
 AB6052  HISTORY     - Date     Condition        Report By
 AB6052  HISTORY     - 1995     MONUMENTED       OHDT
 AB6052  HISTORY     - 2004     GOOD             LOCSUR
 AB6052
 AB6052                          STATION DESCRIPTION
 AB6052
 AB6052'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CWP)
 AB6052'THE MARK IS LOCATED AT THE ATHENS COUNTY, OHIO DEPARTMENT OF
 AB6052'TRANSPORTATION GARAGE, AT THE JUNCTION OF STATE ROUTES 56 AND 682,
 AB6052'ATHENS, OHIO.  TO REACH THE STATION FROM US HIGHWAY 33 AROUND ATHENS
 AB6052'TAKE STATE ROUTE 682 EXIT, CONTINUE APPROXIMATELY 4 KM (2.50 MI) TO
 AB6052'JUNCTION OF STATE ROUTE 56 AT A TRAFFIC SIGNAL.  CONTINUE ON STATE
 AB6052'ROUTE 682 FOR ABOUT 0.2 KM (0.10 MI) TO ENTRANCE ON LEFT TO THE ATHENS
 AB6052'COUNTY GARAGE.  THE MARK IS LOCATED INSIDE FENCED IN GARAGE LOT.  THE
 AB6052'MARK IS ON THE LEFT IN THE YARD ACROSS FROM THE PAINT SHOP ON THE
 AB6052'RIGHT.  THE MARK IS 17.20 METERS (56.43 FT) NORTHEAST FROM CENTER OF
 AB6052'PAVED ENTRANCE DRIVE, 32.80 METERS (107.61 FT) EAST OF CORNER POST FOR
 AB6052'ENTRANCE GATE, 24.90 METERS (81.69 FT) SOUTHEAST OF CHAIN LINK FENCE
 AB6052'ALONG STATE ROUTE 682 BETWEEN THE 7TH AND 8TH POST FROM ENTRANCE,
 AB6052'30.00 METERS (98.42 FT) WEST OF CHAIN LINK FENCE ALONG STATE ROUTE 56
 AB6052'AT 8TH POST SOUTHEAST OF CORNER.  THE MARK IS A STAINLESS STEEL ROD
 AB6052'CLASS B MONUMENT FLUSH WITH THE GROUND AND DRIVEN TO A DEPTH OF 13.41
 AB6052'METERS (44.00 FT) WITH THE COVER IS STAMPED --ATH GAR 1995--,
 AB6052'FIBERGLASS WITNESS POST SET JUST EAST OF MARK. OWNERSHIP--STATE OF
 AB6052'OHIO, DEPARTMENT OF TRANSPORTATION, DISTRICT 10 DEPUTY DIRECTOR,
 AB6052'MUSKINGUM DRIVE, MARIETTA, OHIO 45750.  THE MARK IS ACCESSIBLE ONLY BY
 AB6052'ARRANGEMENT.  CONTACT THE ODOT ATHENS COUNTY SUPERINTENDENT, (614)
 AB6052'593-7933, FOR ACCESS TO MARK.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS
 AB6052'A REQUIREMENTS.
 AB6052
 AB6052                          STATION RECOVERY (2004)
 AB6052
 AB6052'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (WDN)
 AB6052'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1345 ***********************************************************************
 JY1345  DESIGNATION -  ATHENS AZ MK 1
 JY1345  PID         -  JY1345
 JY1345  STATE/COUNTY-  OH/ATHENS
 JY1345  USGS QUAD   -  ATHENS (1995)
 JY1345
 JY1345                         *CURRENT SURVEY CONTROL
 JY1345  ___________________________________________________________________
 JY1345* NAD 83(1995)-  39 19 09.20574(N)    082 06 00.87319(W)     ADJUSTED  
 JY1345* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 JY1345  ___________________________________________________________________
 JY1345  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JY1345  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY1345
 JY1345  HORZ ORDER  -  SECOND
 JY1345
 JY1345.The horizontal coordinates were established by classical geodetic methods
 JY1345.and adjusted by the National Geodetic Survey in April 1998..
 JY1345
 JY1345.The orthometric height was scaled from a topographic map.
 JY1345
 JY1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1345
 JY1345.The geoid height was determined by GEOID03.
 JY1345
 JY1345;                    North         East     Units Scale Factor Converg.
 JY1345;SPC OH S     -   146,527.459   634,471.106   MT  0.99993655   +0 15 13.2
 JY1345;UTM  17      - 4,352,779.219   405,156.486   MT  0.99971075   -0 41 50.0
 JY1345
 JY1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1345!SPC OH S     -   0.99997495  x   0.99993655  =   0.99991150
 JY1345!UTM  17      -   0.99997495  x   0.99971075  =   0.99968571
 JY1345
 JY1345|---------------------------------------------------------------------|
 JY1345| PID    Reference Object                     Distance      Geod. Az  |
 JY1345|                                                           dddmmss.s |
 JY1345| JY1354 ATHENS AZ MK 2                      316.256 METERS 27458     |
 JY1345| JY1347 ATHENS RESET                        APPROX. 0.7 KM 3380124.8 |
 JY1345|---------------------------------------------------------------------|
 JY1345
 JY1345                          SUPERSEDED SURVEY CONTROL
 JY1345
 JY1345  NAD 83(1986)-  39 19 09.20745(N)    082 06 00.87910(W) AD(       ) 2
 JY1345  NAD 27      -  39 19 08.94500(N)    082 06 01.36100(W) AD(       ) 2
 JY1345
 JY1345.Superseded values are not recommended for survey control.
 JY1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1345.See file dsdata.txt to determine how the superseded data were derived.
 JY1345
 JY1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0515652779(NAD 83)
 JY1345_MARKER: DD = SURVEY DISK
 JY1345_SETTING: 0 = UNSPECIFIED SETTING
 JY1345
 JY1345  HISTORY     - Date     Condition        Report By
 JY1345  HISTORY     - 1944     MONUMENTED       CGS
 JY1345
 JY1345                          STATION DESCRIPTION
 JY1345
 JY1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JY1345'AZIMUTH MARK 1 IS ON THE E SIDE OF A PLAYGROUND NEAR HOCKING RIVER.
 JY1345'IT IS 41 FEET W OF THE W RIVER BANK AND 4.5 FEET SE OF A 6-FOOT
 JY1345'WHITE POST.  IT IS STAMPED ATHENS NO 1 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1354 ***********************************************************************
 JY1354  DESIGNATION -  ATHENS AZ MK 2
 JY1354  PID         -  JY1354
 JY1354  STATE/COUNTY-  OH/ATHENS
 JY1354  USGS QUAD   -  ATHENS (1995)
 JY1354
 JY1354                         *CURRENT SURVEY CONTROL
 JY1354  ___________________________________________________________________
 JY1354* NAD 83(1995)-  39 19 10.09398(N)    082 06 14.02600(W)     ADJUSTED  
 JY1354* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 JY1354  ___________________________________________________________________
 JY1354  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 JY1354  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY1354
 JY1354  HORZ ORDER  -  SECOND
 JY1354
 JY1354.The horizontal coordinates were established by classical geodetic methods
 JY1354.and adjusted by the National Geodetic Survey in April 1998..
 JY1354
 JY1354.The orthometric height was scaled from a topographic map.
 JY1354
 JY1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1354
 JY1354.The geoid height was determined by GEOID03.
 JY1354
 JY1354;                    North         East     Units Scale Factor Converg.
 JY1354;SPC OH S     -   146,553.461   634,155.941   MT  0.99993655   +0 15 04.8
 JY1354;UTM  17      - 4,352,810.441   404,841.867   MT  0.99971149   -0 41 58.3
 JY1354
 JY1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1354!SPC OH S     -   0.99997479  x   0.99993655  =   0.99991134
 JY1354!UTM  17      -   0.99997479  x   0.99971149  =   0.99968629
 JY1354
 JY1354:                Primary Azimuth Mark                     Grid Az
 JY1354:SPC OH S     -  ATHENS RESET                             003 10 53.3
 JY1354:UTM  17      -  ATHENS RESET                             004 07 56.4
 JY1354
 JY1354|---------------------------------------------------------------------|
 JY1354| PID    Reference Object                     Distance      Geod. Az  |
 JY1354|                                                           dddmmss.s |
 JY1354| JY1347 ATHENS RESET                        APPROX. 0.7 KM 0032558.1 |
 JY1354| JY1345 ATHENS AZ MK 1                      316.256 METERS 09458     |
 JY1354|---------------------------------------------------------------------|
 JY1354
 JY1354                          SUPERSEDED SURVEY CONTROL
 JY1354
 JY1354  NAD 83(1986)-  39 19 10.09570(N)    082 06 14.03184(W) AD(       ) 2
 JY1354  NAD 27      -  39 19 09.83300(N)    082 06 14.51300(W) AD(       ) 2
 JY1354
 JY1354.Superseded values are not recommended for survey control.
 JY1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1354.See file dsdata.txt to determine how the superseded data were derived.
 JY1354
 JY1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0484252810(NAD 83)
 JY1354_MARKER: DD = SURVEY DISK
 JY1354_SETTING: 0 = UNSPECIFIED SETTING
 JY1354
 JY1354  HISTORY     - Date     Condition        Report By
 JY1354  HISTORY     - 1944     MONUMENTED       CGS
 JY1354
 JY1354                          STATION DESCRIPTION
 JY1354
 JY1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JY1354'AZIMUTH MARK 2 IS ON THE W SIDE OF A PLAYGROUND NEAR HOCKING RIVER.
 JY1354'IT IS 3 FEET SW OF A WITNESS POST, AND ABOUT 500 FEET E OF U.S.
 JY1354'HIGHWAY 33.  IT IS STAMPED ATHENS NO 2 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1081 ***********************************************************************
 DI1081  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1081  DESIGNATION -  ATHENS COUNTY CORS ARP
 DI1081  CORS_ID     -  OHAT
 DI1081  PID         -  DI1081
 DI1081  STATE/COUNTY-  OH/ATHENS
 DI1081  USGS QUAD   -  THE PLAINS (1995)
 DI1081
 DI1081                         *CURRENT SURVEY CONTROL
 DI1081  ___________________________________________________________________
 DI1081* NAD 83(CORS)-  39 19 42.35796(N)    082 07 47.35654(W)     ADJUSTED  
 DI1081* NAVD 88     -                                                        
 DI1081  ___________________________________________________________________
 DI1081  EPOCH DATE  -        2002.00
 DI1081  X           -     676,488.872 (meters)                     COMP
 DI1081  Y           -  -4,893,901.163 (meters)                     COMP
 DI1081  Z           -   4,020,698.873 (meters)                     COMP
 DI1081  ELLIP HEIGHT-         175.71  (meters)          (08/??/06) GPS OBS
 DI1081  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DI1081
 DI1081  HORZ ORDER  -  SPECIAL (CORS)
 DI1081  ELLP ORDER  -  SPECIAL (CORS)
 DI1081
 DI1081.ITRF positions are available for this station.
 DI1081.The coordinates were established by GPS observations
 DI1081.and adjusted by the National Geodetic Survey in August 2006..
 DI1081.The coordinates are valid at the epoch date displayed above.
 DI1081.The epoch date for horizontal control is a decimal equivalence
 DI1081.of Year/Month/Day.
 DI1081
 DI1081
 DI1081.The PID for the CORS L1 Phase Center is DI1082.
 DI1081
 DI1081.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1081
 DI1081.The ellipsoidal height was determined by GPS observations
 DI1081.and is referenced to NAD 83.
 DI1081
 DI1081.The geoid height was determined by GEOID03.
 DI1081
 DI1081;                    North         East     Units Scale Factor Converg.
 DI1081;SPC OH S     -   147,538.904   631,916.356   MT  0.99993638   +0 14 05.6
 DI1081
 DI1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1081!SPC OH S     -   0.99997243  x   0.99993638  =   0.99990882
 DI1081
 DI1081                          SUPERSEDED SURVEY CONTROL
 DI1081
 DI1081.No superseded survey control is available for this station.
 DI1081
 DI1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0261953833(NAD 83)
 DI1081_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1081
 DI1081                          STATION DESCRIPTION
 DI1081
 DI1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1081'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1081'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1081'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1081'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1081'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1082 ***********************************************************************
 DI1082  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1082  DESIGNATION -  ATHENS COUNTY CORS L1 PHASE CENTER
 DI1082  CORS_ID     -  OHAT
 DI1082  PID         -  DI1082
 DI1082  STATE/COUNTY-  OH/ATHENS
 DI1082  USGS QUAD   -  THE PLAINS (1995)
 DI1082
 DI1082                         *CURRENT SURVEY CONTROL
 DI1082  ___________________________________________________________________
 DI1082* NAD 83(CORS)-  39 19 42.35797(N)    082 07 47.35652(W)     ADJUSTED  
 DI1082* NAVD 88     -                                                        
 DI1082  ___________________________________________________________________
 DI1082  EPOCH DATE  -        2002.00
 DI1082  X           -     676,488.881 (meters)                     COMP
 DI1082  Y           -  -4,893,901.224 (meters)                     COMP
 DI1082  Z           -   4,020,698.924 (meters)                     COMP
 DI1082  ELLIP HEIGHT-         175.79  (meters)          (08/??/06) GPS OBS
 DI1082  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DI1082
 DI1082  HORZ ORDER  -  SPECIAL (CORS)
 DI1082  ELLP ORDER  -  SPECIAL (CORS)
 DI1082
 DI1082.ITRF positions are available for this station.
 DI1082.The coordinates were established by GPS observations
 DI1082.and adjusted by the National Geodetic Survey in August 2006..
 DI1082.The coordinates are valid at the epoch date displayed above.
 DI1082.The epoch date for horizontal control is a decimal equivalence
 DI1082.of Year/Month/Day.
 DI1082
 DI1082
 DI1082.The PID for the CORS ARP is DI1081.
 DI1082
 DI1082.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1082
 DI1082.The ellipsoidal height was determined by GPS observations
 DI1082.and is referenced to NAD 83.
 DI1082
 DI1082.The geoid height was determined by GEOID03.
 DI1082
 DI1082;                    North         East     Units Scale Factor Converg.
 DI1082;SPC OH S     -   147,538.905   631,916.357   MT  0.99993638   +0 14 05.6
 DI1082
 DI1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1082!SPC OH S     -   0.99997242  x   0.99993638  =   0.99990880
 DI1082
 DI1082                          SUPERSEDED SURVEY CONTROL
 DI1082
 DI1082.No superseded survey control is available for this station.
 DI1082
 DI1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0261953833(NAD 83)
 DI1082_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1082
 DI1082                          STATION DESCRIPTION
 DI1082
 DI1082'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1082'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1082'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1082'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1082'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1082'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1348 ***********************************************************************
 JY1348  DESIGNATION -  ATHENS COUNTY COURTHOUSE TWR
 JY1348  PID         -  JY1348
 JY1348  STATE/COUNTY-  OH/ATHENS
 JY1348  USGS QUAD   -  ATHENS (1995)
 JY1348
 JY1348                         *CURRENT SURVEY CONTROL
 JY1348  ___________________________________________________________________
 JY1348* NAD 83(1995)-  39 19 44.11426(N)    082 06 05.42657(W)     ADJUSTED  
 JY1348* NAVD 88     -                                                        
 JY1348  ___________________________________________________________________
 JY1348  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 JY1348  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY1348
 JY1348  HORZ ORDER  -  THIRD
 JY1348
 JY1348.The horizontal coordinates were established by classical geodetic methods
 JY1348.and adjusted by the National Geodetic Survey in April 1998..
 JY1348
 JY1348
 JY1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1348
 JY1348.The geoid height was determined by GEOID03.
 JY1348
 JY1348;                    North         East     Units Scale Factor Converg.
 JY1348;SPC OH S     -   147,603.454   634,357.290   MT  0.99993637   +0 15 10.3
 JY1348;UTM  17      - 4,353,856.712   405,060.565   MT  0.99971098   -0 41 53.4
 JY1348
 JY1348                          SUPERSEDED SURVEY CONTROL
 JY1348
 JY1348  NAD 83(1986)-  39 19 44.11587(N)    082 06 05.43234(W) AD(       ) 4
 JY1348  NAD 27      -  39 19 43.85400(N)    082 06 05.91400(W) AD(       ) 3
 JY1348
 JY1348.Superseded values are not recommended for survey control.
 JY1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1348.See file dsdata.txt to determine how the superseded data were derived.
 JY1348
 JY1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0506153857(NAD 83)
 JY1348_MARKER: 55 = TOWER
 JY1348
 JY1348  HISTORY     - Date     Condition        Report By
 JY1348  HISTORY     - 1944     FIRST OBSERVED   CGS
 JY1348  HISTORY     - 1973     GOOD             THOMAS
 JY1348
 JY1348                          STATION DESCRIPTION
 JY1348
 JY1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JY1348'STATION IS THE FOUR-FACED CLOCK TOWER OF THE ATHENS COUNTY
 JY1348'COURTHOUSE.  IT PROJECTS 35 FEET ABOVE ROOF ELEVATION AND 170
 JY1348'FEET ABOVE GROUND LEVEL.  THE BUILDING WAS ERECTED IN 1880 AND IS
 JY1348'LOCATED IN THE CITY OF ATHENS AT THE CORNER OF COURT AND
 JY1348'WASHINGTON STREETS.
 JY1348'
 JY1348'THE POINT OBSERVED WAS THE SMALL STONE BALL ON THE PYRAMID-SHAPED
 JY1348'ROOF OF TOWER.
 JY1348
 JY1348                          STATION RECOVERY (1973)
 JY1348
 JY1348'RECOVERY NOTE BY THOMAS ENG AND SURV 1973 (NCM)
 JY1348'USED AS AZIMUTH MARK FROM STATIONS ATHENS DIAS HOSPITAL.
 JY1348'
 JY1348'STILL VISIBLE FROM HOSPITAL.
 JY1348'
 JY1348'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ATHENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1394 ***********************************************************************
 JY1394  DESIGNATION -  ATHENS POWER CO MAST
 JY1394  PID         -  JY1394
 JY1394  STATE/COUNTY-  OH/VINTON
 JY1394  USGS QUAD   -  UNION FURNACE (1995)
 JY1394
 JY1394                         *CURRENT SURVEY CONTROL
 JY1394  ___________________________________________________________________
 JY1394* NAD 83(1995)-  39 23 05.23746(N)    082 18 44.63393(W)     ADJUSTED  
 JY1394* NAVD 88     -                                                        
 JY1394  ___________________________________________________________________
 JY1394  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 JY1394  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JY1394
 JY1394  HORZ ORDER  -  THIRD
 JY1394
 JY1394.The horizontal coordinates were established by classical geodetic methods
 JY1394.and adjusted by the National Geodetic Survey in April 1998..
 JY1394
 JY1394
 JY1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1394
 JY1394.The geoid height was determined by GEOID03.
 JY1394
 JY1394;                    North         East     Units Scale Factor Converg.
 JY1394;SPC OH S     -   153,746.580   616,161.823   MT  0.99993591   +0 07 08.5
 JY1394;UTM  17      - 4,360,299.812   386,973.275   MT  0.99975729   -0 49 58.2
 JY1394
 JY1394                          SUPERSEDED SURVEY CONTROL
 JY1394
 JY1394  NAD 83(1986)-  39 23 05.24029(N)    082 18 44.64052(W) AD(       ) 4
 JY1394  NAD 27      -  39 23 05.00940(N)    082 18 45.16092(W) AD(       ) 3
 JY1394
 JY1394.Superseded values are not recommended for survey control.
 JY1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1394.See file dsdata.txt to determine how the superseded data were derived.
 JY1394
 JY1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD8697360300(NAD 83)
 JY1394
 JY1394  HISTORY     - Date     Condition        Report By
 JY1394  HISTORY     - 1976     FIRST OBSERVED   NGS
 JY1394  HISTORY     - 20060415 GOOD             GEOCAC
 JY1394
 JY1394                          STATION DESCRIPTION
 JY1394
 JY1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1394'THE STATION, ATHENS COLUMBUS AND SOUTHERN OHIO POWER COMPANY
 JY1394'MAST, IS THE LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST THAT
 JY1394'IS PAINTED ORANGE AND WHITE.  THE STRUCTURE HAS AN OVERALL
 JY1394'HEIGHT OF 250 FEET AND IS LOCATED 12 MILES NORTHWEST OF ATHENS,
 JY1394'9 MILES NORTHEAST OF ZALESKI AND IS OWNED BY THE COLUMBUS AND
 JY1394'SOUTHERN OHIO ELECTRIC COMPANY OF 215 NORTH FRONT STREET,
 JY1394'COLUMBUS OHIO.
 JY1394'
 JY1394'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 278
 JY1394'AND 56 ABOUT 14 MILES WEST OF ATHENS, GO SOUTH ON HIGHWAY 278
 JY1394'FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST
 JY1394'FOR 0.35 MILE TO THE MAST ON THE RIGHT.
 JY1394
 JY1394                          STATION RECOVERY (2006)
 JY1394
 JY1394'RECOVERY NOTE BY GEOCACHING 2006 (SC)
 JY1394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1347 ***********************************************************************
 JY1347  DESIGNATION -  ATHENS RESET
 JY1347  PID         -  JY1347
 JY1347  STATE/COUNTY-  OH/ATHENS
 JY1347  USGS QUAD   -  ATHENS (1995)
 JY1347
 JY1347                         *CURRENT SURVEY CONTROL
 JY1347  ___________________________________________________________________
 JY1347* NAD 83(1995)-  39 19 31.35890(N)    082 06 12.38364(W)     ADJUSTED  
 JY1347* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 JY1347  ___________________________________________________________________
 JY1347  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 JY1347  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY1347
 JY1347  HORZ ORDER  -  SECOND
 JY1347
 JY1347.The horizontal coordinates were established by classical geodetic methods
 JY1347.and adjusted by the National Geodetic Survey in April 1998..
 JY1347
 JY1347.The orthometric height was scaled from a topographic map.
 JY1347
 JY1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1347
 JY1347.The geoid height was determined by GEOID03.
 JY1347
 JY1347;                    North         East     Units Scale Factor Converg.
 JY1347;SPC OH S     -   147,209.382   634,192.400   MT  0.99993644   +0 15 05.9
 JY1347;UTM  17      - 4,353,465.519   404,889.196   MT  0.99971138   -0 41 57.6
 JY1347
 JY1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1347!SPC OH S     -   0.99997369  x   0.99993644  =   0.99991014
 JY1347!UTM  17      -   0.99997369  x   0.99971138  =   0.99968508
 JY1347
 JY1347:                Primary Azimuth Mark                     Grid Az
 JY1347:SPC OH S     -  ATHENS COUNTY COURTHOUSE TWR             022 42 20.4
 JY1347:UTM  17      -  ATHENS COUNTY COURTHOUSE TWR             023 39 23.9
 JY1347
 JY1347|---------------------------------------------------------------------|
 JY1347| PID    Reference Object                     Distance      Geod. Az  |
 JY1347|                                                           dddmmss.s |
 JY1347| JY1348 ATHENS COUNTY COURTHOUSE TWR        427.206 METERS 0225726.3 |
 JY1347| AJ1632 ATHENS RM 3                          23.451 METERS 15035     |
 JY1347| JY1345 ATHENS AZ MK 1                      APPROX. 0.7 KM 1580117.5 |
 JY1347| JY1354 ATHENS AZ MK 2                      APPROX. 0.7 KM 1832559.1 |
 JY1347| AJ1630 ATHENS RM 1                          26.924 METERS 19149     |
 JY1347| AJ1631 ATHENS RM 2                          32.272 METERS 24500     |
 JY1347| JY1353 ATHENS STATE HOSPITAL SPIPE         APPROX. 0.9 KM 2531528.3 |
 JY1347| JY0260 D 76 X                               30.510 METERS 33259     |
 JY1347| AJ1633 ATHENS RM 4                           8.808 METERS 33621     |
 JY1347|---------------------------------------------------------------------|
 JY1347
 JY1347                          SUPERSEDED SURVEY CONTROL
 JY1347
 JY1347  NAD 83(1986)-  39 19 31.36050(N)    082 06 12.38946(W) AD(       ) 2
 JY1347  NAD 27      -  39 19 31.09800(N)    082 06 12.87100(W) AD(       ) 2
 JY1347
 JY1347.Superseded values are not recommended for survey control.
 JY1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1347.See file dsdata.txt to determine how the superseded data were derived.
 JY1347
 JY1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0488953466(NAD 83)
 JY1347_MARKER: DS = TRIANGULATION STATION DISK
 JY1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1347_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JY1347_MARK LOGO: NGS   
 JY1347_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1347
 JY1347  HISTORY     - Date     Condition        Report By
 JY1347  HISTORY     - 1974     MONUMENTED       NGS
 JY1347  HISTORY     - 19740615 GOOD             NGS
 JY1347
 JY1347                          STATION DESCRIPTION
 JY1347
 JY1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JY1347'THE UNDERGROUND STATION MARK, D 76 X (OHIO GEOD. S.) AND REFERENCE
 JY1347'MARK 2 WERE FOUND IN GOOD CONDITION.  IT SHOULD BE NOTED THAT THE
 JY1347'CONCRETE THAT REFERENCE MARK 2 IS SET IN APPEARS TO HAVE SETTLED.
 JY1347'THE DISTANCE TO THE REFERENCE MARKS CHECKED.  THE DIRECTION
 JY1347'BETWEEN REFERENCE MARK 2 AND D 76 X WAS FOUND TO BE IN ERROR BY
 JY1347'6 MINUTES AND 34 SECONDS.  REFERENCE MARK 1 WAS NOT FOUND AND
 JY1347'ASSUMED TO HAVE BEEN DESTROYED BY CONSTRUCTION OF NEW
 JY1347'BUILDINGS.  NEITHER OF THE AZIMUTH MARKS WERE FOUND WITH
 JY1347'EXISTING DATA AND THE LINE OF SIGHT FROM THE STATION WAS
 JY1347'OBSTRUCTED BY NEW BUILDINGS.  REFERENCE MARKS 3 AND 4 WERE SET
 JY1347'ON THE SAME SIDE OF THE ROAD AS THE STATION TO HELP IN FUTURE
 JY1347'RECOVERY OF THE STATION.  NO OBJECT VISIBLE FROM WHICH A NEW
 JY1347'AZIMUTH MARK COULD BE SET.  A NEW DESCRIPTION FOLLOWS--
 JY1347'
 JY1347'THE STATION IS 50 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS
 JY1347'33 AND 50, 40 FEET SOUTH OF THE SOUTHEAST END OF BRIDGE (OLD
 JY1347'BRIDGE OVER HOCKING RIVER 0.25 MILE NORTH OF NEW BRIDGE AND CHANNEL
 JY1347'OF RE-ROUTED RIVER), 61 FEET NORTH OF THE NORTH CORNER OF ADDITION
 JY1347'TO PORTER BUILDING, 16 FEET NORTHWEST OF A 12 INCH LOCUST TREE,
 JY1347'8 FEET SOUTHEAST OF A 6 INCH OAK TREE, AT THE SOUTH EDGE OF
 JY1347'ATHENS BUSINESS DISTRICT AND ON THE CAMPUS OF OHIO UNIVERSITY.
 JY1347'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ATHENS 1944 1974.
 JY1347'
 JY1347'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ATHENS NO 2 1944 SET
 JY1347'IN A DRILL HOLE IN A CONCRETE SIDEWALK SECTION, 21 FEET NORTHWEST
 JY1347'OF THE CENTERLINE OF THE HIGHWAY, 23 FEET SOUTHWEST OF A CONCRETE
 JY1347'LIGHT POLE, 143 FEET SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGE
 JY1347'AND 38 FEET NORTHEAST OF A METAL UTILITY COVER.
 JY1347'
 JY1347'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ATHENS 1944 NO 3 1974
 JY1347'SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A METAL GRATING
 JY1347'UTILITY WELL AT THE NORTH END OF THE PORTER BUILDING ADDITION AND 45
 JY1347'FEET SOUTHEAST OF THE NORTH CORNER OF THE BUILDING.
 JY1347'
 JY1347'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ATHENS 1944 NO 4 1974
 JY1347'SET IN A DRILL HOLE IN THE TOP OF A 4 X 7 FOOT CONCRETE SLAB, 30
 JY1347'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET SOUTH OF
 JY1347'THE SOUTHEAST END OF THE BRIDGE AND 1.5 FEET NORTHWEST OF THE
 JY1347'SOUTHEAST CORNER OF THE SLAB.
 JY1347'
 JY1347'D 76 X (OHIO GEOD. S.) IS A STANDARD USC AND GS AND STATE SURVEY
 JY1347'DISK SET IN A DRILL HOLE IN THE SOUTHEAST ABUTTMENT OF THE BRIDGE
 JY1347'ABOUT 4 FEET ABOVE SIDEWALK, 28 FEET NORTHWEST OF THE CENTERLINE OF
 JY1347'HIGHWAY 5 FEET NORTHEAST OF CENTER OF SIDEWALK AND STEPS TO DORM.
 JY1347'
 JY1347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ATHENS.
 JY1347'
 JY1347'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JY1347
 JY1347                          STATION RECOVERY (1974)
 JY1347
 JY1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JY1347'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION, IN THE 1974
 JY1347'RECOVERY NOTE.  REFERENCE MARK 4 WAS FOUND IN WAY OF CONSTRUCTION AND
 JY1347'WAS DESTROYED.  THE MEASUREMENT TO ALL MARKS CHECKED AS DID THE
 JY1347'DIRECTION TO REFERENCE MARK 2.  THE DIRECTION TO REFERENCE MARK 3 WAS
 JY1347'FOUND TO BE IN ERROR BY 6 MINUTES AND 14 SECONDS AND TO REFERENCE MARK
 JY1347'4 BY 3 MINUTES AND 20 SECONDS.  THE 1974 DESCRIPTION IS GOOD WITH THE
 JY1347'DELETION OF REFERENCE MARK 4 AND ADDITION OF REFERENCE MARK 5.
 JY1347'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---ATHENS 1944 NO 5
 JY1347'1982---, SET IN TOP OF CONCRETE TUNNEL COVER, 5 INCHES SOUTH OF THE
 JY1347'NORTH EDGE, 5 INCHES WEST OF THE CORNER, 6 FT (1.8 M) NORTH OF THE
 JY1347'NORTHWEST CORNER OF ADDITION TO RED BRICK BUILDING AND 33 FT (10.1 M)
 JY1347'EAST OF EAST CURB OF STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1353 ***********************************************************************
 JY1353  DESIGNATION -  ATHENS STATE HOSPITAL SPIPE
 JY1353  PID         -  JY1353
 JY1353  STATE/COUNTY-  OH/ATHENS
 JY1353  USGS QUAD   -  ATHENS (1995)
 JY1353
 JY1353                         *CURRENT SURVEY CONTROL
 JY1353  ___________________________________________________________________
 JY1353* NAD 83(1995)-  39 19 23.01495(N)    082 06 48.08912(W)     ADJUSTED  
 JY1353* NAVD 88     -                                                        
 JY1353  ___________________________________________________________________
 JY1353  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JY1353  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY1353
 JY1353  HORZ ORDER  -  THIRD
 JY1353
 JY1353.The horizontal coordinates were established by classical geodetic methods
 JY1353.and adjusted by the National Geodetic Survey in April 1998..
 JY1353
 JY1353
 JY1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1353
 JY1353.The geoid height was determined by GEOID03.
 JY1353
 JY1353;                    North         East     Units Scale Factor Converg.
 JY1353;SPC OH S     -   146,948.370   633,338.336   MT  0.99993648   +0 14 43.2
 JY1353;UTM  17      - 4,353,218.772   404,031.110   MT  0.99971340   -0 42 20.1
 JY1353
 JY1353                          SUPERSEDED SURVEY CONTROL
 JY1353
 JY1353  NAD 83(1986)-  39 19 23.01658(N)    082 06 48.09492(W) AD(       ) 4
 JY1353  NAD 27      -  39 19 22.75000(N)    082 06 48.58000(W) AD(       ) 3
 JY1353
 JY1353.Superseded values are not recommended for survey control.
 JY1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1353.See file dsdata.txt to determine how the superseded data were derived.
 JY1353
 JY1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0403153219(NAD 83)
 JY1353_MARKER: 52 = STANDPIPE TANK
 JY1353
 JY1353  HISTORY     - Date     Condition        Report By
 JY1353  HISTORY     - 1944     FIRST OBSERVED   CGS
 JY1353  HISTORY     - 1973     GOOD             THOMAS
 JY1353
 JY1353                          STATION DESCRIPTION
 JY1353
 JY1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JY1353'STATION IS THE FLAT-TOPPED STANDPIPE, SILVER IN COLOR, AND ABOUT 90
 JY1353'FEET IN HEIGHT.  IT IS ABOUT 0.8 MILE SW OF THE COURTHOUSE IN
 JY1353'THE CITY OF ATHENS.
 JY1353'
 JY1353'TO REACH FROM THE ATHENS COUNTY COURTHOUSE AT WASHINGTON AND COURT
 JY1353'STREETS, CONTINUE S ON U.S. HIGHWAY 33 FOR 0.6 MILE TO MAIN
 JY1353'GATE OF THE ATHENS STATE HOSPITAL.  FOLLOW MAIN THOROUGHFARE THROUGH
 JY1353'HOSPITAL GROUNDS TO FORK, APPROXIMATELY 0.5 MILE, TURN
 JY1353'RIGHT UP HILL FOR 0.5 MILE TO BASAL METABOLISM BUILDING.  STANDPIPE
 JY1353'IS ABOUT 50 PACES IN REAR OF THIS BUILDING.
 JY1353
 JY1353                          STATION RECOVERY (1973)
 JY1353
 JY1353'RECOVERY NOTE BY THOMAS ENG AND SURV 1973 (NCM)
 JY1353'STILL STANDING, VISIBLE FROM HOSPITAL, USED AS CHECK ON AZIMUTH AT
 JY1353'HOSPITAL.
 JY1353'
 JY1353'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MENTAL HOSPITAL IN
 JY1353'ATHENS, OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1361 ***********************************************************************
 JY1361  DESIGNATION -  ATHENS TV STA MAST WOUB
 JY1361  PID         -  JY1361
 JY1361  STATE/COUNTY-  OH/ATHENS
 JY1361  USGS QUAD   -  THE PLAINS (1995)
 JY1361
 JY1361                         *CURRENT SURVEY CONTROL
 JY1361  ___________________________________________________________________
 JY1361* NAD 83(1995)-  39 18 52.55407(N)    082 08 56.35175(W)     ADJUSTED  
 JY1361* NAVD 88     -                                                        
 JY1361  ___________________________________________________________________
 JY1361  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 JY1361  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY1361
 JY1361  HORZ ORDER  -  THIRD
 JY1361
 JY1361.The horizontal coordinates were established by classical geodetic methods
 JY1361.and adjusted by the National Geodetic Survey in April 1998..
 JY1361
 JY1361
 JY1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1361
 JY1361.The geoid height was determined by GEOID03.
 JY1361
 JY1361;                    North         East     Units Scale Factor Converg.
 JY1361;SPC OH S     -   145,996.496   630,269.923   MT  0.99993665   +0 13 21.8
 JY1361;UTM  17      - 4,352,318.145   400,948.001   MT  0.99972080   -0 43 40.9
 JY1361
 JY1361                          SUPERSEDED SURVEY CONTROL
 JY1361
 JY1361  NAD 83(1986)-  39 18 52.55574(N)    082 08 56.35769(W) AD(       ) 4
 JY1361  NAD 27      -  39 18 52.30060(N)    082 08 56.85304(W) AD(       ) 3
 JY1361
 JY1361.Superseded values are not recommended for survey control.
 JY1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1361.See file dsdata.txt to determine how the superseded data were derived.
 JY1361
 JY1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0094852318(NAD 83)
 JY1361_MARKER: 42 = RADIO/TV MAST
 JY1361
 JY1361  HISTORY     - Date     Condition        Report By
 JY1361  HISTORY     - 1976     FIRST OBSERVED   NGS
 JY1361
 JY1361                          STATION DESCRIPTION
 JY1361
 JY1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1361'THE STATION, ATHENS TELEVISION STATION MAST WOUB, IS THE LIGHT
 JY1361'ATOP A TRIANGULAR STEEL, GUYED MAST MAST, THAT HAS AN OVERALL
 JY1361'HEIGHT OF 871 FEET.  IT IS LOCATED 7 MILES NORTHEAST OF ALBANY.
 JY1361'3 MILES SOUTHWEST OF ATHENS AND IS OWNED BY THE OHIO STATE
 JY1361'UNIVERSITY IN ATHENS.
 JY1361'
 JY1361'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 682 AT THE
 JY1361'WEST EDGE OF ATHENS, GO WESTERLY ON HIGHWAY 56 FOR 1.75 MILES
 JY1361'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 MILE TO A
 JY1361'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON BITTERSWEET LANE FOR
 JY1361'0.3 MILE TO THE STATION AT THE TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3098 ***********************************************************************
 JZ3098  DESIGNATION -  ATKINS
 JZ3098  PID         -  JZ3098
 JZ3098  STATE/COUNTY-  OH/HAMILTON
 JZ3098  USGS QUAD   -  MADEIRA (1988)
 JZ3098
 JZ3098                         *CURRENT SURVEY CONTROL
 JZ3098  ___________________________________________________________________
 JZ3098* NAD 83(1995)-  39 11 44.84326(N)    084 19 15.25428(W)     ADJUSTED  
 JZ3098* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 JZ3098  ___________________________________________________________________
 JZ3098  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 JZ3098  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ3098
 JZ3098  HORZ ORDER  -  FIRST
 JZ3098
 JZ3098.The horizontal coordinates were established by classical geodetic methods
 JZ3098.and adjusted by the National Geodetic Survey in April 1998..
 JZ3098
 JZ3098.The orthometric height was scaled from a topographic map.
 JZ3098
 JZ3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3098
 JZ3098.The geoid height was determined by GEOID03.
 JZ3098
 JZ3098;                    North         East     Units Scale Factor Converg.
 JZ3098;SPC OH S     -   134,334.202   442,717.176   MT  0.99994130   -1 09 19.4
 JZ3098;UTM  16      - 4,341,923.788   731,364.063   MT  1.00025915   +1 41 37.9
 JZ3098
 JZ3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3098!SPC OH S     -   0.99996425  x   0.99994130  =   0.99990556
 JZ3098!UTM  16      -   0.99996425  x   1.00025915  =   1.00022339
 JZ3098
 JZ3098|---------------------------------------------------------------------|
 JZ3098| PID    Reference Object                     Distance      Geod. Az  |
 JZ3098|                                                           dddmmss.s |
 JZ3098| AJ1655 ATKINS RM 1                          26.158 METERS 10258     |
 JZ3098| JZ3095 RANGER STA WQST TRANSM TOWER        APPROX. 4.5 KM 2041550.3 |
 JZ3098| JZ3093 INDIAN HILL MUNICIPAL TANK          APPROX. 5.3 KM 2290657.6 |
 JZ3098| AJ1656 ATKINS RM 2                          27.277 METERS 26623     |
 JZ3098| AJ1657 ATKINS AZ MK                                       2743621.7 |
 JZ3098|---------------------------------------------------------------------|
 JZ3098
 JZ3098                          SUPERSEDED SURVEY CONTROL
 JZ3098
 JZ3098  NAD 83(1995)-  39 11 44.84972(N)    084 19 15.26149(W) AD(       ) 1
 JZ3098  NAD 83(1986)-  39 11 44.84637(N)    084 19 15.26463(W) AD(       ) 1
 JZ3098  NAD 27      -  39 11 44.63300(N)    084 19 15.48700(W) AD(       ) 1
 JZ3098
 JZ3098.Superseded values are not recommended for survey control.
 JZ3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3098.See file dsdata.txt to determine how the superseded data were derived.
 JZ3098
 JZ3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3136441924(NAD 83)
 JZ3098_MARKER: DS = TRIANGULATION STATION DISK
 JZ3098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3098_STAMPING: ATKINS 1947
 JZ3098_MARK LOGO: CGS   
 JZ3098_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3098+STABILITY: SURFACE MOTION
 JZ3098
 JZ3098  HISTORY     - Date     Condition        Report By
 JZ3098  HISTORY     - 1947     MONUMENTED       CGS
 JZ3098  HISTORY     - 19850528 GOOD             NGS
 JZ3098
 JZ3098                          STATION DESCRIPTION
 JZ3098
 JZ3098'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3098'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF MILFORD, OHIO IN THE
 JZ3098'INDIAN HILL SECTION OF CINCINNATI ON THE PROPERTY OF MR. WARNER
 JZ3098'ATKINS, 76 FEET WEST OF THE EAST GATE POST OF SMALL GATE IN A RAIL
 JZ3098'FENCE, 40 FEET NORTH OF THE CENTERLINE OF KUGLER MILL ROAD, 20 FEET
 JZ3098'SOUTH OF THE SOUTH END OF A STONE JUMPING FENCE AND 14 FEET NORTH OF
 JZ3098'RAIL FENCE.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE
 JZ3098'GROUND AND THE DISC IS STAMPED ATKINS 1947.
 JZ3098'
 JZ3098'REFERENCE MARK NO. 1 IS 85.82 FEET EAST OF THE STATION, 27 FEET NORTH
 JZ3098'OF THE CENTERLINE OF KUGLER MILL ROAD, 11 FEET EAST OF THE EAST
 JZ3098'GATE POST AND 1 FOOT NORTH OF RAIL FENCE.  THE MARK IS SET IN A
 JZ3098'PRECAST CONCRETE BLOCK, 7 INCHES SQUARE AT THE TOP AND FLUSH
 JZ3098'WITH THE GROUND, AND THE DISC IS STAMPED ATKINS NO 1 1947.
 JZ3098'
 JZ3098'REFERENCE MARK NO. 2 IS 89.49 FEET WEST OF THE STATION, 27 FEET NORTH
 JZ3098'OF THE CENTERLINE OF KUGLER MILL ROAD AND 1 FOOT NORTH OF RAIL
 JZ3098'FENCE.  THE MARK IS SET IN A PRECAST CONCRETE BLOCK, 7 INCHES SQUARE
 JZ3098'AT THE TOP AND PROJECTING 2 INCHES, AND THE DISC IS STAMPED
 JZ3098'ATKINS NO 2 1947.
 JZ3098'
 JZ3098'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 42 FEET NORTH OF
 JZ3098'THE CENTERLINE OF KUGLER MILL ROAD, 27 FEET EAST OF THE
 JZ3098'CENTERLINE OF GIVEN ROAD AND 15 FEET NORTH OF FENCE CORNER.  THE MARK
 JZ3098'PROJECTS 2 INCHES AND THE DISC IS STAMPED ATKINS 1947.
 JZ3098'
 JZ3098'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND U.S.
 JZ3098'HIGHWAY 50 BYPASS (STATE HIGHWAY 126) AT THE WEST END OF BRIDGE
 JZ3098'OVER THE LITTLE MIAMI RIVER IN MILFORD, GO NORTH ON U.S. HIGHWAY 50
 JZ3098'BYPASS (STATE HIGHWAY 126) FOR 0.3 MILE TO THE SHAWNEE RUN
 JZ3098'ROAD LEFT.  TURN LEFT THROUGH UNDERPASS AND GO WEST ON SHAWNEE RUN
 JZ3098'ROAD FOR 1.6 MILES TO GIVEN ROAD RIGHT.  TURN RIGHT AND GO NORTH
 JZ3098'ON GIVEN ROAD FOR 1.0 MILE TO CROSSROAD (KUGLER MILL ROAD) AND THE
 JZ3098'AZIMUTH MARK IN THE NORTHEAST ANGLE OF THIS INTERSECTION.  TURN
 JZ3098'RIGHT AND GO EAST ON KUGLER MILL ROAD FOR 0.25 MILE TO THE
 JZ3098'STATION ON THE LEFT.
 JZ3098'
 JZ3098'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JZ3098
 JZ3098                          STATION RECOVERY (1985)
 JZ3098
 JZ3098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 JZ3098'THE STATION MARK, RM 1, RM 2 AND AZ WERE ALL RECOVERED IN GOOD
 JZ3098'CONDITION BUT THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.  DUE TO
 JZ3098'HEAVY VEGETATION ONLY RM 1 COULD BE SEEN FROM THE STATION AND THERE
 JZ3098'WAS NO SUITABLE LOCATION FOR A NEW AZ MK.  THE DISTANCE TO RM 1 DID
 JZ3098'NOT CHECK AND WAS LONGER BY 0.018 METERS.  (0.059 FT) NO DIRECTION
 JZ3098'CHECK COULD BE MADE.  RM 3 WAS ESTABLISHED AT THIS TIME.  A NEW
 JZ3098'DESCRIPTION FOLLOWS.
 JZ3098'THE STATION IS A STANDARD CGS DISK STAMPED,---ATKINS 1947---, SET INTO
 JZ3098'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER.
 JZ3098'THE MARK IS IN AN AREA OF FILL AND IS RECESSED 1.5 METERS (4.9 FT)
 JZ3098'INSIDE A 36 INCH DIAMETER CORRUGATED STEEL PIPE WHICH PROJECTS 8 CM
 JZ3098'AND HAS A FLAT STEEL COVER.  THE STATION IS LOCATED 11.9 METERS (39.0
 JZ3098'FT) NORTH FROM THE CENTERLINE OF KUGLER MILL ROAD, 43.3 METERS (142.1
 JZ3098'FT) EAST FROM THE JUNCTION OF THE ROAD AND A DRIVEWAY, 21.3 METERS
 JZ3098'(69.9 FT) NORTH NORTHWEST FROM AND ACROSS THE ROAD FROM POWER POLE
 JZ3098'NUMBER H 136811 RE, 4.7 METERS (15.4 FT) NORTH FROM A FIBERGLASS
 JZ3098'WITNESS POST.
 JZ3098'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED---ATKINS NO 1
 JZ3098'1947---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 JZ3098'CM) IN DIAMETER, RECESSED 4 INCHES (10 CM) BELOW THE GROUND.  THE
 JZ3098'STATION IS LOCATED 7.9 METERS (25.9 FT) NORTH FROM THE CENTERLINE OF
 JZ3098'KUGLER MILL ROAD, 25.3 METERS (83.0 FT) NORTHEAST FROM AND ACROSS ROAD
 JZ3098'FROM A 90 CM (36 INCH) ASH TREE, 5.8 METERS (19.0 FT) WEST FROM A
 JZ3098'POWER POLE NUMBER H 116996 RT.
 JZ3098'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---ATKINS NO 2
 JZ3098'1947---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 JZ3098'CM) IN DIAMTER, FLUSH WITH GROUND.  THE STATION IS LOCATED 17.4 METERS
 JZ3098'(57.1 FT) EAST NORTHEAST FROM THE JUNCTION OF THE ROAD AND A DRIVEWAY,
 JZ3098'8.4 METERS (27.6 FT) NORTH FROM THE CENTERLINE OF KUGLER MILL ROAD,
 JZ3098'8.5 METERS (27.9 FT) EAST FROM A METAL LIGHT POLE.
 JZ3098'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED---ATKINS 1947 NO 3
 JZ3098'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25
 JZ3098'CM) IN DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  THE
 JZ3098'STATION IS LOCATED 42.7 METERS (140.1 FT) EAST FROM THE JUNCTION OF
 JZ3098'THE ROAD AND A DRIVEWAY, 13.7 METERS (44.9 FT) NORTH NORTHWEST FROM A
 JZ3098'90 CM (36 INCH) ASH TREE, 5.3 METERS (17.4 FT) NORTH FROM THE
 JZ3098'CENTERLINE OF KUGLER MILL ROAD, 1.8 METERS (5.9 FT) SOUTH FROM A
 JZ3098'FIBERGLASS WITNESS POST.
 JZ3098'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED---ATKINS 1947---, SET
 JZ3098'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 JZ3098'DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  THE STATION IS
 JZ3098'LOCATED 12.8 METERS (42.0 FT) NORTH FROM THE CENTERLINE OF KUGLER MILL
 JZ3098'ROAD, 8.2 METERS (26.9 FT) EAST FROM THE CENTERLINE OF GIVEN ROAD, 4.6
 JZ3098'METERS (15.1 FT) NORTH FROM A FENCE CORNER.  TO REACH THE AZIMUTH MARK
 JZ3098'FROM THE STATION GO WEST 0.2 KM (0.10 MI) ON KUGLER MILL ROAD TO THE
 JZ3098'JUNCTION WITH GIVEN ROAD AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1113 ***********************************************************************
 MC1113  DESIGNATION -  ATT RELAY TOWER KQA 71
 MC1113  PID         -  MC1113
 MC1113  STATE/COUNTY-  OH/ERIE
 MC1113  USGS QUAD   -  BERLIN HEIGHTS (1979)
 MC1113
 MC1113                         *CURRENT SURVEY CONTROL
 MC1113  ___________________________________________________________________
 MC1113* NAD 83(1995)-  41 20 20.36975(N)    082 22 33.36978(W)     ADJUSTED  
 MC1113* NAVD 88     -                                                        
 MC1113  ___________________________________________________________________
 MC1113  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 MC1113  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 MC1113
 MC1113  HORZ ORDER  -  THIRD
 MC1113
 MC1113.The horizontal coordinates were established by classical geodetic methods
 MC1113.and adjusted by the National Geodetic Survey in April 1998..
 MC1113
 MC1113
 MC1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1113
 MC1113.The geoid height was determined by GEOID03.
 MC1113
 MC1113;                    North         East     Units Scale Factor Converg.
 MC1113;SPC OH N     -   185,713.750   610,383.961   MT  0.99995032   +0 04 53.4
 MC1113;UTM  17      - 4,577,302.603   384,875.151   MT  0.99976311   -0 54 32.1
 MC1113
 MC1113                          SUPERSEDED SURVEY CONTROL
 MC1113
 MC1113  NAD 83(1995)-  41 20 20.37777(N)    082 22 33.38060(W) AD(       ) 4
 MC1113  NAD 83(1986)-  41 20 20.37863(N)    082 22 33.38128(W) AD(       ) 4
 MC1113  NAD 27      -  41 20 20.19075(N)    082 22 33.78142(W) AD(       ) 3
 MC1113
 MC1113.Superseded values are not recommended for survey control.
 MC1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1113.See file dsdata.txt to determine how the superseded data were derived.
 MC1113
 MC1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF8487577303(NAD 83)
 MC1113
 MC1113  HISTORY     - Date     Condition        Report By
 MC1113  HISTORY     - 1956     MONUMENTED       CGS
 MC1113  HISTORY     - 20020824 POOR             INDIV
 MC1113
 MC1113                          STATION DESCRIPTION
 MC1113
 MC1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1113'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH-SOUTHEAST OF
 MC1113'VERMILION, AND
 MC1113'ABOUT 6 MILES NORTHEAST OF BERLINE HEIGHTS AND .85 MILE NORTHERLY
 MC1113'FROM STATE HIGHWAY NO. 113 ON
 MC1113'HARRISON ROAD.  STATION IS A SQUARE CONCRETE STRUCTURE
 MC1113'ABOUT 26 FEET SQUARE AND 120 FEET HIGH.
 MC1113'
 MC1113'THE TOWER CENTER WAS LOCATED BY TRAVERSING TO THE TANGENT CORNERS
 MC1113'FROM TRIANGULATION STATION RELAY
 MC1113'1956, THEN BY COMPUTATIONS.
 MC1113
 MC1113                          STATION RECOVERY (2002)
 MC1113
 MC1113'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TRD)
 MC1113'APPEARS TO HAVE BEEN STRUCK BY VEHICLE AND CONCRETE BASE IS PARTIALLY
 MC1113'UPROOTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1229 ***********************************************************************
 MC1229  DESIGNATION -  ATT RELAY TOWER KQA 72
 MC1229  PID         -  MC1229
 MC1229  STATE/COUNTY-  OH/ERIE
 MC1229  USGS QUAD   -  BELLEVUE (1979)
 MC1229
 MC1229                         *CURRENT SURVEY CONTROL
 MC1229  ___________________________________________________________________
 MC1229* NAD 83(1995)-  41 20 32.83357(N)    082 50 32.10179(W)     ADJUSTED  
 MC1229* NAVD 88     -                                                        
 MC1229  ___________________________________________________________________
 MC1229  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 MC1229  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC1229
 MC1229  HORZ ORDER  -  THIRD
 MC1229
 MC1229.The horizontal coordinates were established by classical geodetic methods
 MC1229.and adjusted by the National Geodetic Survey in April 1998..
 MC1229
 MC1229
 MC1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1229
 MC1229.The geoid height was determined by GEOID03.
 MC1229
 MC1229;                    North         East     Units Scale Factor Converg.
 MC1229;SPC OH N     -   186,147.059   571,355.734   MT  0.99995061   -0 13 29.4
 MC1229;UTM  17      - 4,578,410.961   345,865.174   MT  0.99989238   -1 13 01.7
 MC1229
 MC1229                          SUPERSEDED SURVEY CONTROL
 MC1229
 MC1229  NAD 83(1995)-  41 20 32.83924(N)    082 50 32.11022(W) AD(       ) 4
 MC1229  NAD 83(1986)-  41 20 32.83967(N)    082 50 32.11812(W) AD(       ) 4
 MC1229  NAD 27      -  41 20 32.64554(N)    082 50 32.44051(W) AD(       ) 3
 MC1229
 MC1229.Superseded values are not recommended for survey control.
 MC1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1229.See file dsdata.txt to determine how the superseded data were derived.
 MC1229
 MC1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4586578411(NAD 83)
 MC1229
 MC1229  HISTORY     - Date     Condition        Report By
 MC1229  HISTORY     - 1956     MONUMENTED       CGS
 MC1229
 MC1229                          STATION DESCRIPTION
 MC1229
 MC1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1229'STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF BELLEVUE, AND
 MC1229'ABOUT 4.0 MILES
 MC1229'SOUTH-SOUTHWEST OF CASTALIA.  STATION IS OF CONCRETE CONSTRUCTION, 26
 MC1229'FEET SQUARE AND ABOUT 120 FEET
 MC1229'HIGH.  THE POINT INTERSECTED WAS THE CENTER OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1319 ***********************************************************************
 MC1319  DESIGNATION -  ATT RELAY TOWER KQF 56
 MC1319  PID         -  MC1319
 MC1319  STATE/COUNTY-  OH/SANDUSKY
 MC1319  USGS QUAD   -  WIGHTMANS GROVE (1979)
 MC1319
 MC1319                         *CURRENT SURVEY CONTROL
 MC1319  ___________________________________________________________________
 MC1319* NAD 83(1995)-  41 26 19.16942(N)    083 04 05.86399(W)     ADJUSTED  
 MC1319* NAVD 88     -                                                        
 MC1319  ___________________________________________________________________
 MC1319  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 MC1319  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1319
 MC1319  HORZ ORDER  -  THIRD
 MC1319
 MC1319.The horizontal coordinates were established by classical geodetic methods
 MC1319.and adjusted by the National Geodetic Survey in April 1998..
 MC1319
 MC1319
 MC1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1319
 MC1319.The geoid height was determined by GEOID03.
 MC1319
 MC1319;                    North         East     Units Scale Factor Converg.
 MC1319;SPC OH N     -   196,929.712   552,506.983   MT  0.99996006   -0 22 24.0
 MC1319;UTM  17      - 4,589,518.693   327,206.801   MT  0.99996745   -1 22 09.0
 MC1319
 MC1319                          SUPERSEDED SURVEY CONTROL
 MC1319
 MC1319  NAD 83(1995)-  41 26 19.17500(N)    083 04 05.86996(W) AD(       ) 4
 MC1319  NAD 83(1986)-  41 26 19.17359(N)    083 04 05.87946(W) AD(       ) 4
 MC1319  NAD 27      -  41 26 18.99001(N)    083 04 06.17436(W) AD(       ) 3
 MC1319
 MC1319.Superseded values are not recommended for survey control.
 MC1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1319.See file dsdata.txt to determine how the superseded data were derived.
 MC1319
 MC1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2720789519(NAD 83)
 MC1319
 MC1319  HISTORY     - Date     Condition        Report By
 MC1319  HISTORY     - 1956     MONUMENTED       CGS
 MC1319
 MC1319                          STATION DESCRIPTION
 MC1319
 MC1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1319'STATION IS LOCATED ABOUT 7.0 MILES NORTHEAST OF FREMONT, AND
 MC1319'ABOUT 9.0 MILES
 MC1319'SOUTHWEST OF PORT CLINTON.  STATION IS AN AT AND T MICROWAVE RELAY
 MC1319'TOWER, ABOUT 100 FEET HIGH, OF STEEL
 MC1319'CONSTRUCTION AND PAINTED RED AND WHITE.
 MC1319'
 MC1319'THE POINT INTERSECTED WAS THE LIGHT ATOP TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1201 ***********************************************************************
 MC1201  DESIGNATION -  ATTICA
 MC1201  PID         -  MC1201
 MC1201  STATE/COUNTY-  OH/SENECA
 MC1201  USGS QUAD   -  ATTICA (1972)
 MC1201
 MC1201                         *CURRENT SURVEY CONTROL
 MC1201  ___________________________________________________________________
 MC1201* NAD 83(1995)-  41 04 43.89825(N)    082 52 50.19035(W)     ADJUSTED  
 MC1201* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 MC1201  ___________________________________________________________________
 MC1201  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 MC1201  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 MC1201
 MC1201  HORZ ORDER  -  SECOND
 MC1201
 MC1201.The horizontal coordinates were established by classical geodetic methods
 MC1201.and adjusted by the National Geodetic Survey in April 1998..
 MC1201
 MC1201.The orthometric height was scaled from a topographic map.
 MC1201
 MC1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1201
 MC1201.The geoid height was determined by GEOID03.
 MC1201
 MC1201;                    North         East     Units Scale Factor Converg.
 MC1201;SPC OH N     -   156,888.184   568,017.685   MT  0.99993916   -0 15 00.1
 MC1201;UTM  17      - 4,549,215.338   342,022.686   MT  0.99990716   -1 14 09.6
 MC1201
 MC1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1201!SPC OH N     -   0.99995938  x   0.99993916  =   0.99989854
 MC1201!UTM  17      -   0.99995938  x   0.99990716  =   0.99986655
 MC1201
 MC1201|---------------------------------------------------------------------|
 MC1201| PID    Reference Object                     Distance      Geod. Az  |
 MC1201|                                                           dddmmss.s |
 MC1201| CE6159 ATTICA RM 1                          27.913 METERS 05920     |
 MC1201| MC1197 ATTICA PIONEER RUBBER CO TANK       APPROX. 1.4 KM 1822008.6 |
 MC1201| MC1200 ATTICA MUNICIPAL TANK               APPROX. 1.6 KM 1850900.7 |
 MC1201| CE6158 ATTICA AZ MK                                       1953901.9 |
 MC1201| MC1199 ATTICA N CENTRAL ELEC RAD MAST      APPROX. 1.9 KM 2234150.2 |
 MC1201| MC1207 W LODI ATT MICROWAVE RELAY TWR      APPROX. 7.5 KM 3185929.6 |
 MC1201| CE6160 ATTICA RM 2                          23.529 METERS 34621     |
 MC1201|---------------------------------------------------------------------|
 MC1201
 MC1201                          SUPERSEDED SURVEY CONTROL
 MC1201
 MC1201  NAD 83(1986)-  41 04 43.90361(N)    082 52 50.20403(W) AD(       ) 2
 MC1201  NAD 27      -  41 04 43.70101(N)    082 52 50.52715(W) AD(       ) 2
 MC1201
 MC1201.Superseded values are not recommended for survey control.
 MC1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1201.See file dsdata.txt to determine how the superseded data were derived.
 MC1201
 MC1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4202349215(NAD 83)
 MC1201_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1201
 MC1201  HISTORY     - Date     Condition        Report By
 MC1201  HISTORY     - 1959     MONUMENTED       CGS
 MC1201  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1201
 MC1201                          STATION DESCRIPTION
 MC1201
 MC1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1201'THE STATION IS 8 MILES NORTHWEST OF WILLARD AND 1 MILE NORTH OF
 MC1201'ATTICA, ON THE EAST SIDE OF
 MC1201'STATE HIGHWAY 4, IN THE NORTHWEST QUARTER OF SECTION 2 IN VENICE
 MC1201'TOWNSHIP, ON PROPERTY OWNED BY MR.
 MC1201'P.A. MARTIN.
 MC1201'
 MC1201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
 MC1201'HIGHWAY 4 IN ATTICA, GO NORTH
 MC1201'ON HIGHWAY 4 FOR 1.05 MILE TO A GRAVEL DRIVEWAY ON THE RIGHT LEADING
 MC1201'TO MR. MARTINS FARM.  TURN RIGHT AND
 MC1201'THE STATION ON THE RIGHT AS DESCRIBED.
 MC1201'
 MC1201'STATION MARKS ARE STANDARD DISKS STAMPED ATTICA 1959.  THE SURFACE
 MC1201'DISK IS SET IN A SQUARE
 MC1201'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 MC1201'81 FEET SOUTHWEST OF THE
 MC1201'NORTHWEST CORNER OF A BARN, 69 FEET WEST OF THE SOUTHWEST CORNER OF
 MC1201'THE BARN, 66 FEET EAST OF THE
 MC1201'CENTERLINE OF HIGHWAY 4, 31 FEET SOUTH OF THE CENTERLINE OF
 MC1201'THE GRAVEL DRIVEWAY AND 17 FEET NORTH OF AN
 MC1201'EAST-WEST FENCE.  A STANDARD METAL WITNESS
 MC1201'POST WAS SET 16 FEET SOUTH OF THE MARK.  THE UNDERGROUND DISK
 MC1201'IS SET IN AN IRREGULAR MASS OF
 MC1201'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 MC1201'
 MC1201'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ATTICA NO 1 1959, IS
 MC1201'SET IN A SQUARE CONCRETE POST
 MC1201'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 62 FEET WEST OF
 MC1201'THE SOUTHWEST CORNER OF A GRANARY,
 MC1201'24 FEET NORTH OF THE NORTHWEST CORNER OF THE BARN, 13
 MC1201'FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 MC1201'DRIVEWAY AND 1 FOOT SOUTH OF AN EAST-WEST
 MC1201'FENCE.
 MC1201'
 MC1201'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ATTICA NO 2 1959, IS
 MC1201'SET IN A SQUARE CONCRETE POST
 MC1201'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 109 FEET
 MC1201'NORTHWEST OF THE NORTHWEST CORNER OF
 MC1201'THE BARN, 42 FEET NORTH OF THE CENTERLINE OF THE GRAVEL DRIVEWAY,
 MC1201'29 FEET EAST OF THE CENTERLINE OF HIGHWAY
 MC1201'4 AND 1 FOOT SOUTH OF THE EAST-WEST FENCE.
 MC1201'
 MC1201'AZIMUTH MARK, A STANDARD ATTICA 1959, IS SET IN A SQUARE CONCRETE
 MC1201'POST WHICH
 MC1201'PROJECTS 4 INCHES.  IT IS 68.5 FEET NORTHEAST OF THE NORTHWEST CORNER
 MC1201'OF A CHICKEN BARN, 25 FEET WEST OF
 MC1201'THE CENTER OF A GATE AND 1 FOOT NORTH OF AN EAST-WEST
 MC1201'FENCELINE.  A STANDARD METAL WITNESS POST WAS
 MC1201'SET 1.5 FEET WEST OF THE MARK.
 MC1201'
 MC1201'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 4 FOR
 MC1201'0.4 MILE TO THE FIRST FARM ON
 MC1201'THE LEFT.  TURN LEFT INTO FARM YARD.  THEN PACK EAST BETWEEN TWO
 MC1201'BARNS, THEN BEAR LEFT THROUGH A WIRE
 MC1201'GATE, THEN TURN RIGHT AND GO 25 FEET TO THE AZIMUTH MARK
 MC1201'AT FENCELINE.
 MC1201
 MC1201                          STATION RECOVERY (1971)
 MC1201
 MC1201'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971
 MC1201'RM 1 AND 2 GOOD
 MC1201'GOOD
 MC1201'STATION GOOD
 MC1201'AZIMUTH GOOD
 MC1201'
 MC1201'DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE NORTH OF ATTICA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1199 ***********************************************************************
 MC1199  DESIGNATION -  ATTICA N CENTRAL ELEC RAD MAST
 MC1199  PID         -  MC1199
 MC1199  STATE/COUNTY-  OH/SENECA
 MC1199  USGS QUAD   -  ATTICA (1972)
 MC1199
 MC1199                         *CURRENT SURVEY CONTROL
 MC1199  ___________________________________________________________________
 MC1199* NAD 83(1995)-  41 03 59.93339(N)    082 53 45.69292(W)     ADJUSTED  
 MC1199* NAVD 88     -                                                        
 MC1199  ___________________________________________________________________
 MC1199  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 MC1199  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 MC1199
 MC1199  HORZ ORDER  -  THIRD
 MC1199
 MC1199.The horizontal coordinates were established by classical geodetic methods
 MC1199.and adjusted by the National Geodetic Survey in April 1998..
 MC1199
 MC1199
 MC1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1199
 MC1199.The geoid height was determined by GEOID03.
 MC1199
 MC1199;                    North         East     Units Scale Factor Converg.
 MC1199;SPC OH N     -   155,537.790   566,716.021   MT  0.99993914   -0 15 36.6
 MC1199;UTM  17      - 4,547,887.578   340,698.021   MT  0.99991234   -1 14 45.0
 MC1199
 MC1199                          SUPERSEDED SURVEY CONTROL
 MC1199
 MC1199  NAD 83(1986)-  41 03 59.93923(N)    082 53 45.70645(W) AD(       ) 4
 MC1199  NAD 27      -  41 03 59.73357(N)    082 53 46.03084(W) AD(       ) 3
 MC1199
 MC1199.Superseded values are not recommended for survey control.
 MC1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1199.See file dsdata.txt to determine how the superseded data were derived.
 MC1199
 MC1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4069847888(NAD 83)
 MC1199
 MC1199  HISTORY     - Date     Condition        Report By
 MC1199  HISTORY     - 1959     MONUMENTED       CGS
 MC1199
 MC1199                          STATION DESCRIPTION
 MC1199
 MC1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1199'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS ABOUT 0.5 MILE WEST
 MC1199'OF ATTICA AND ON THE SOUTH
 MC1199'SIDE OF U.S. HIGHWAY 224.
 MC1199'THE MAST IS A THREE LEGGED STEEL STRUCTURE 195 FEET HIGH.
 MC1199'
 MC1199'NOTE- THERE IS A ANTENNA ATOP THE MAST BUT ALL OBSERVATIONS WERE MADE
 MC1199'ON THE TOP LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1197 ***********************************************************************
 MC1197  DESIGNATION -  ATTICA PIONEER RUBBER CO TANK
 MC1197  PID         -  MC1197
 MC1197  STATE/COUNTY-  OH/SENECA
 MC1197  USGS QUAD   -  ATTICA (1972)
 MC1197
 MC1197                         *CURRENT SURVEY CONTROL
 MC1197  ___________________________________________________________________
 MC1197* NAD 83(1995)-  41 03 57.18789(N)    082 52 52.70771(W)     ADJUSTED  
 MC1197* NAVD 88     -                                                        
 MC1197  ___________________________________________________________________
 MC1197  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 MC1197  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 MC1197
 MC1197  HORZ ORDER  -  THIRD
 MC1197
 MC1197.The horizontal coordinates were established by classical geodetic methods
 MC1197.and adjusted by the National Geodetic Survey in April 1998..
 MC1197
 MC1197
 MC1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1197
 MC1197.The geoid height was determined by GEOID03.
 MC1197
 MC1197;                    North         East     Units Scale Factor Converg.
 MC1197;SPC OH N     -   155,447.588   567,952.626   MT  0.99993914   -0 15 01.8
 MC1197;UTM  17      - 4,547,776.121   341,932.856   MT  0.99990751   -1 14 10.1
 MC1197
 MC1197                          SUPERSEDED SURVEY CONTROL
 MC1197
 MC1197  NAD 83(1986)-  41 03 57.19349(N)    082 52 52.72154(W) AD(       ) 4
 MC1197  NAD 27      -  41 03 56.99171(N)    082 52 53.04445(W) AD(       ) 3
 MC1197
 MC1197.Superseded values are not recommended for survey control.
 MC1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1197.See file dsdata.txt to determine how the superseded data were derived.
 MC1197
 MC1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4193347776(NAD 83)
 MC1197
 MC1197  HISTORY     - Date     Condition        Report By
 MC1197  HISTORY     - 1959     MONUMENTED       CGS
 MC1197
 MC1197                          STATION DESCRIPTION
 MC1197
 MC1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1197'THE STATION IS THE SPIRE AT THE TOP OF THE TANK, LOCATED 2
 MC1197'BLOCKS NORTH OF
 MC1197'U.S. HIGHWAY 224, ON THE EAST SIDE OF VENICE STREET, IN THE EAST PART
 MC1197'OF ATTICA.  THE TANK IS 4-LEGGED
 MC1197'STEEL STRUCTURE SUPPORTING A WOODEN TANK AND IS 95
 MC1197'FEET HIGH.  IT HAS LETTERS THE PIONEER RUBBER CO ON
 MC1197'THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2427 ***********************************************************************
 MB2427  DESIGNATION -  ATWATER CONG CH CUPOLA
 MB2427  PID         -  MB2427
 MB2427  STATE/COUNTY-  OH/PORTAGE
 MB2427  USGS QUAD   -  ATWATER (1994)
 MB2427
 MB2427                         *CURRENT SURVEY CONTROL
 MB2427  ___________________________________________________________________
 MB2427* NAD 83(1995)-  41 01 20.51712(N)    081 08 54.81828(W)     ADJUSTED  
 MB2427* NAVD 88     -                                                        
 MB2427  ___________________________________________________________________
 MB2427  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 MB2427  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB2427
 MB2427  HORZ ORDER  -  THIRD
 MB2427
 MB2427.The horizontal coordinates were established by classical geodetic methods
 MB2427.and adjusted by the National Geodetic Survey in April 1998..
 MB2427
 MB2427
 MB2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2427
 MB2427.The geoid height was determined by GEOID03.
 MB2427
 MB2427;                    North         East     Units Scale Factor Converg.
 MB2427;SPC OH N     -   151,425.340   713,653.726   MT  0.99993945   +0 53 16.2
 MB2427;UTM  17      - 4,541,250.518   487,510.046   MT  0.99960192   -0 05 51.0
 MB2427
 MB2427                          SUPERSEDED SURVEY CONTROL
 MB2427
 MB2427  NAD 83(1986)-  41 01 20.52271(N)    081 08 54.82113(W) AD(       ) 4
 MB2427  NAD 27      -  41 01 20.31571(N)    081 08 55.46706(W) AD(       ) 3
 MB2427
 MB2427.Superseded values are not recommended for survey control.
 MB2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2427.See file dsdata.txt to determine how the superseded data were derived.
 MB2427
 MB2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8751041251(NAD 83)
 MB2427_MARKER: Z = SEE DESCRIPTION
 MB2427_SETTING: 0 = UNSPECIFIED SETTING
 MB2427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2427+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 MB2427
 MB2427  HISTORY     - Date     Condition        Report By
 MB2427  HISTORY     - 1977     MONUMENTED       NGS
 MB2427  HISTORY     - 20060418 GOOD             GEOCAC
 MB2427
 MB2427                          STATION DESCRIPTION
 MB2427
 MB2427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2427'THE STATION IS THE BALL TOP CENTER OF THE ATWATER
 MB2427'CONGREGATIONAL CHURCH CUPOLA.  THE CUPOLA IS ATOP THE BELFRY,
 MB2427'WHICH IS ATTACHED TO THE TOP OF THE EAST GABLE OF THE BUILDING.
 MB2427'
 MB2427'IT IS LOCATED IN THE SOUTHWEST SECTION OF ATWATER, 0.1 MILE
 MB2427'SOUTH OF U.S. HIGHWAY 224 AND 125 FEET WEST OF THE CENTERLINE
 MB2427'OF STATE HIGHWAY 183.
 MB2427'
 MB2427'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 MB2427
 MB2427                          STATION RECOVERY (2006)
 MB2427
 MB2427'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0714 ***********************************************************************
 MB0714  DESIGNATION -  AU 1
 MB0714  PID         -  MB0714
 MB0714  STATE/COUNTY-  OH/MAHONING
 MB0714  USGS QUAD   -  CANFIELD (1979)
 MB0714
 MB0714                         *CURRENT SURVEY CONTROL
 MB0714  ___________________________________________________________________
 MB0714* NAD 83(1986)-  41 04 09.     (N)    080 47 28.     (W)     SCALED    
 MB0714* NAVD 88     -       308.799  (meters)    1013.12   (feet)  ADJUSTED  
 MB0714  ___________________________________________________________________
 MB0714  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB0714  DYNAMIC HT  -         308.657 (meters)    1012.65  (feet)  COMP
 MB0714  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 MB0714
 MB0714  VERT ORDER  -  SECOND    CLASS 0
 MB0714
 MB0714.The horizontal coordinates were scaled from a topographic map and have
 MB0714.an estimated accuracy of +/- 6 seconds.
 MB0714
 MB0714.The orthometric height was determined by differential leveling
 MB0714.and adjusted by the National Geodetic Survey in June 1991..
 MB0714
 MB0714.The geoid height was determined by GEOID03.
 MB0714
 MB0714.The dynamic height is computed by dividing the NAVD 88
 MB0714.geopotential number by the normal gravity value computed on the
 MB0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0714.degrees latitude (g = 980.6199 gals.).
 MB0714
 MB0714.The modeled gravity was interpolated from observed gravity values.
 MB0714
 MB0714;                    North         East    Units  Estimated Accuracy
 MB0714;SPC OH N     -   157,150.      743,610.      MT  (+/- 180 meters Scaled)
 MB0714
 MB0714                          SUPERSEDED SURVEY CONTROL
 MB0714
 MB0714  NGVD 29 (??/??/92)  308.974  (m)         1013.69   (f) ADJ UNCH    2 0
 MB0714
 MB0714.Superseded values are not recommended for survey control.
 MB0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0714.See file dsdata.txt to determine how the superseded data were derived.
 MB0714
 MB0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF175464(NAD 83)
 MB0714_MARKER: DD = SURVEY DISK
 MB0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0714_STAMPING: AU 1
 MB0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0714+STABILITY: SURFACE MOTION
 MB0714
 MB0714  HISTORY     - Date     Condition        Report By
 MB0714  HISTORY     - UNK      MONUMENTED       OH-099
 MB0714  HISTORY     - 1950     GOOD             NGS
 MB0714
 MB0714                          STATION DESCRIPTION
 MB0714
 MB0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0714'0.1 MI W FROM CAMP PARK.
 MB0714'ABOUT 0.1 MILE WEST ALONG KIRK ROAD FROM THE MAHONING COUNTY
 MB0714'GARAGE AT CAMP PARK.  THE MARK IS AT THE INTERSECTION OF THE
 MB0714'CENTERLINES OF KIRK ROAD AND TURNER ROAD.  A MAHONING COUNTY
 MB0714'DISK SET IN THE TOP OF A PRECAST POST, WHICH IS SET IN A CAST
 MB0714'IRON WELL COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE
 MB0714'M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0717 ***********************************************************************
 MB0717  DESIGNATION -  AU 11
 MB0717  PID         -  MB0717
 MB0717  STATE/COUNTY-  OH/MAHONING
 MB0717  USGS QUAD   -  CANFIELD (1979)
 MB0717
 MB0717                         *CURRENT SURVEY CONTROL
 MB0717  ___________________________________________________________________
 MB0717* NAD 83(1986)-  41 04 08.     (N)    080 45 41.     (W)     SCALED    
 MB0717* NAVD 88     -       350.437  (meters)    1149.73   (feet)  ADJUSTED  
 MB0717  ___________________________________________________________________
 MB0717  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0717  DYNAMIC HT  -         350.276 (meters)    1149.20  (feet)  COMP
 MB0717  MODELED GRAV-     980,155.1   (mgal)                       NAVD 88
 MB0717
 MB0717  VERT ORDER  -  SECOND    CLASS 0
 MB0717
 MB0717.The horizontal coordinates were scaled from a topographic map and have
 MB0717.an estimated accuracy of +/- 6 seconds.
 MB0717
 MB0717.The orthometric height was determined by differential leveling
 MB0717.and adjusted by the National Geodetic Survey in June 1991..
 MB0717
 MB0717.The geoid height was determined by GEOID03.
 MB0717
 MB0717.The dynamic height is computed by dividing the NAVD 88
 MB0717.geopotential number by the normal gravity value computed on the
 MB0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0717.degrees latitude (g = 980.6199 gals.).
 MB0717
 MB0717.The modeled gravity was interpolated from observed gravity values.
 MB0717
 MB0717;                    North         East    Units  Estimated Accuracy
 MB0717;SPC OH N     -   157,170.      746,110.      MT  (+/- 180 meters Scaled)
 MB0717
 MB0717                          SUPERSEDED SURVEY CONTROL
 MB0717
 MB0717  NGVD 29 (??/??/92)  350.611  (m)         1150.30   (f) ADJ UNCH    2 0
 MB0717
 MB0717.Superseded values are not recommended for survey control.
 MB0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0717.See file dsdata.txt to determine how the superseded data were derived.
 MB0717
 MB0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF200464(NAD 83)
 MB0717_MARKER: DD = SURVEY DISK
 MB0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0717_STAMPING: AU 11
 MB0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0717+STABILITY: SURFACE MOTION
 MB0717
 MB0717  HISTORY     - Date     Condition        Report By
 MB0717  HISTORY     - UNK      MONUMENTED       OH-099
 MB0717  HISTORY     - 1950     GOOD             NGS
 MB0717
 MB0717                          STATION DESCRIPTION
 MB0717
 MB0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0717'1.4 MI E FROM CAMP PARK.
 MB0717'ABOUT 1.4 MILES EAST ALONG KIRK ROAD FROM THE MAHONING COUNTY
 MB0717'GARAGE AT CAMP PARK.  THE MARK IS AT INTERSECTION OF THE CENTERLINES
 MB0717'OF KIRK ROAD AND STATE HIGHWAY 46.  A MAHONING COUNTY DISK SET
 MB0717'IN THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST
 MB0717'IRON WELL COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE
 MB0717'M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0875 ***********************************************************************
 MB0875  DESIGNATION -  AU 2
 MB0875  PID         -  MB0875
 MB0875  STATE/COUNTY-  OH/MAHONING
 MB0875  USGS QUAD   -  CANFIELD (1979)
 MB0875
 MB0875                         *CURRENT SURVEY CONTROL
 MB0875  ___________________________________________________________________
 MB0875* NAD 83(1986)-  41 05 02.     (N)    080 47 23.     (W)     SCALED    
 MB0875* NAVD 88     -       327.520  (meters)    1074.54   (feet)  ADJUSTED  
 MB0875  ___________________________________________________________________
 MB0875  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB0875  DYNAMIC HT  -         327.370 (meters)    1074.05  (feet)  COMP
 MB0875  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 MB0875
 MB0875  VERT ORDER  -  SECOND    CLASS 0
 MB0875
 MB0875.The horizontal coordinates were scaled from a topographic map and have
 MB0875.an estimated accuracy of +/- 6 seconds.
 MB0875
 MB0875.The orthometric height was determined by differential leveling
 MB0875.and adjusted by the National Geodetic Survey in June 1991..
 MB0875
 MB0875.The geoid height was determined by GEOID03.
 MB0875
 MB0875.The dynamic height is computed by dividing the NAVD 88
 MB0875.geopotential number by the normal gravity value computed on the
 MB0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0875.degrees latitude (g = 980.6199 gals.).
 MB0875
 MB0875.The modeled gravity was interpolated from observed gravity values.
 MB0875
 MB0875;                    North         East    Units  Estimated Accuracy
 MB0875;SPC OH N     -   158,790.      743,690.      MT  (+/- 180 meters Scaled)
 MB0875
 MB0875                          SUPERSEDED SURVEY CONTROL
 MB0875
 MB0875  NGVD 29 (??/??/92)  327.695  (m)         1075.11   (f) ADJ UNCH    2 0
 MB0875
 MB0875.Superseded values are not recommended for survey control.
 MB0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0875.See file dsdata.txt to determine how the superseded data were derived.
 MB0875
 MB0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF176480(NAD 83)
 MB0875_MARKER: DD = SURVEY DISK
 MB0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0875_STAMPING: AU 2
 MB0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0875+STABILITY: SURFACE MOTION
 MB0875
 MB0875  HISTORY     - Date     Condition        Report By
 MB0875  HISTORY     - UNK      MONUMENTED       OH-099
 MB0875  HISTORY     - 1950     GOOD             NGS
 MB0875
 MB0875                          STATION DESCRIPTION
 MB0875
 MB0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0875'1.2 MI S FROM WEST AUSTINTOWN.
 MB0875'ABOUT 1.2 MILES SOUTH ALONG TURNER ROAD FROM THE EVANGELICAL
 MB0875'CHURCH AT WEST AUSTINTOWN, AT THE INTERSECTION OF THE CENTERLINE OF
 MB0875'THE TURNER ROAD AND THE CENTERLINE NEW ROAD.  A MAHONING COUNTY
 MB0875'DISK SET IN THE TOP OF A PRECAST POST, WHICH IS SET IN A CAST
 MB0875'IRON WELL AND COVERED WITH A CAST IRON COVER STAMPED WITH A
 MB0875'LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE
 MB0875'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2022 ***********************************************************************
 MB2022  DESIGNATION -  AU 2A
 MB2022  PID         -  MB2022
 MB2022  STATE/COUNTY-  OH/MAHONING
 MB2022  USGS QUAD   -  CANFIELD (1979)
 MB2022
 MB2022                         *CURRENT SURVEY CONTROL
 MB2022  ___________________________________________________________________
 MB2022* NAD 83(1995)-  41 04 47.78260(N)    080 47 21.19721(W)     ADJUSTED  
 MB2022* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 MB2022  ___________________________________________________________________
 MB2022  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MB2022  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB2022
 MB2022  HORZ ORDER  -  THIRD
 MB2022
 MB2022.The horizontal coordinates were established by classical geodetic methods
 MB2022.and adjusted by the National Geodetic Survey in April 1998..
 MB2022
 MB2022.The orthometric height was scaled from a topographic map.
 MB2022
 MB2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2022
 MB2022.The geoid height was determined by GEOID03.
 MB2022
 MB2022;                    North         East     Units Scale Factor Converg.
 MB2022;SPC OH N     -   158,348.089   743,744.661   MT  0.99993916   +1 07 26.0
 MB2022;UTM  17      - 4,547,652.579   517,705.370   MT  0.99960386   +0 08 18.6
 MB2022
 MB2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2022!SPC OH N     -   0.99995577  x   0.99993916  =   0.99989494
 MB2022!UTM  17      -   0.99995577  x   0.99960386  =   0.99955965
 MB2022
 MB2022:                Primary Azimuth Mark                     Grid Az
 MB2022:SPC OH N     -  GEEBURG                                  246 20 58.7
 MB2022:UTM  17      -  GEEBURG                                  247 20 06.1
 MB2022
 MB2022|---------------------------------------------------------------------|
 MB2022| PID    Reference Object                     Distance      Geod. Az  |
 MB2022|                                                           dddmmss.s |
 MB2022| MB0706 GEEBURG                             APPROX. 5.2 KM 2472824.7 |
 MB2022|---------------------------------------------------------------------|
 MB2022
 MB2022                          SUPERSEDED SURVEY CONTROL
 MB2022
 MB2022  NAD 83(1986)-  41 04 47.78739(N)    080 47 21.19905(W) AD(       ) 3
 MB2022  NAD 27      -  41 04 47.57800(N)    080 47 21.89300(W) AD(       ) 3
 MB2022
 MB2022.Superseded values are not recommended for survey control.
 MB2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2022.See file dsdata.txt to determine how the superseded data were derived.
 MB2022
 MB2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1770547653(NAD 83)
 MB2022_MARKER: Z = SEE DESCRIPTION
 MB2022_SETTING: 0 = UNSPECIFIED SETTING
 MB2022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2022
 MB2022  HISTORY     - Date     Condition        Report By
 MB2022  HISTORY     - 1950     MONUMENTED       OH-099
 MB2022  HISTORY     - 20060310 MARK NOT FOUND   GEOCAC
 MB2022
 MB2022                          STATION DESCRIPTION
 MB2022
 MB2022'DESCRIBED BY MAHONING COUNTY OHIO 1950
 MB2022'MAHOMING COUNTY ENGINEER RESPONSIBLE FOR DATA
 MB2022'
 MB2022'LOCATED IN AUSTINTOWN TOWNSHIP ABOUT 7 MILES WEST OF THE CITY OF
 MB2022'YOUNGSTOWN, AND ABOUT 6
 MB2022'MILES NORTH-NORTHWEST OF THE VILLAGE OF CANFIELD.  IT IS LOCATED
 MB2022'ON THE CENTERLINE OF TURNER
 MB2022'ROAD 1465.0 FEET SOUTH OF THE INTERSECTION OF
 MB2022'THE CENTERLINE OF NEW ROAD AND THE CENTERLINE
 MB2022'OF TURNER ROAD.
 MB2022'STATION MARK IS A STANDARD MAHONING COUNTY ALUMINUM DISK SET IN
 MB2022'THE TOP OF A PRECAST
 MB2022'CONCRETE MONUMENT, WHICH IS SET IN A CAST IRON WELL, AND COVERED WITH
 MB2022'A CAST IRON COVER STAMPED
 MB2022'WITH A LARGE M.
 MB2022'STATION MARK IS ONE (1) FOOT BELOW THE
 MB2022'SURFACE OF THE HIGHWAY AND IS STAMPED
 MB2022'AU 2A.
 MB2022'
 MB2022'THE TOP AND SOUTH CORNER OF THE TALLEST OF TWO SMOKE STACKS ON THE
 MB2022'TOP OF THE NORTH
 MB2022'JACKSON HIGH SCHOOL WAS USED AS AN AZIMUTH.  IT IS WNW FROM THE
 MB2022'STATION MARK AND DISTANT
 MB2022'ABOUT 4 MILES.
 MB2022
 MB2022                          STATION RECOVERY (2006)
 MB2022
 MB2022'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0723 ***********************************************************************
 MB0723  DESIGNATION -  AU 33
 MB0723  PID         -  MB0723
 MB0723  STATE/COUNTY-  OH/MAHONING
 MB0723  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0723
 MB0723                         *CURRENT SURVEY CONTROL
 MB0723  ___________________________________________________________________
 MB0723* NAD 83(1986)-  41 04 08.     (N)    080 43 57.     (W)     SCALED    
 MB0723* NAVD 88     -       335.118  (meters)    1099.47   (feet)  ADJUSTED  
 MB0723  ___________________________________________________________________
 MB0723  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB0723  DYNAMIC HT  -         334.964 (meters)    1098.96  (feet)  COMP
 MB0723  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 MB0723
 MB0723  VERT ORDER  -  SECOND    CLASS 0
 MB0723
 MB0723.The horizontal coordinates were scaled from a topographic map and have
 MB0723.an estimated accuracy of +/- 6 seconds.
 MB0723
 MB0723.The orthometric height was determined by differential leveling
 MB0723.and adjusted by the National Geodetic Survey in June 1991..
 MB0723
 MB0723.The geoid height was determined by GEOID03.
 MB0723
 MB0723.The dynamic height is computed by dividing the NAVD 88
 MB0723.geopotential number by the normal gravity value computed on the
 MB0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0723.degrees latitude (g = 980.6199 gals.).
 MB0723
 MB0723.The modeled gravity was interpolated from observed gravity values.
 MB0723
 MB0723;                    North         East    Units  Estimated Accuracy
 MB0723;SPC OH N     -   157,220.      748,540.      MT  (+/- 180 meters Scaled)
 MB0723
 MB0723                          SUPERSEDED SURVEY CONTROL
 MB0723
 MB0723  NGVD 29 (??/??/92)  335.292  (m)         1100.04   (f) ADJ UNCH    2 0
 MB0723
 MB0723.Superseded values are not recommended for survey control.
 MB0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0723.See file dsdata.txt to determine how the superseded data were derived.
 MB0723
 MB0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF224464(NAD 83)
 MB0723_MARKER: DD = SURVEY DISK
 MB0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0723_STAMPING: AU 33
 MB0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0723+STABILITY: SURFACE MOTION
 MB0723
 MB0723  HISTORY     - Date     Condition        Report By
 MB0723  HISTORY     - UNK      MONUMENTED       OH-099
 MB0723  HISTORY     - 1950     GOOD             NGS
 MB0723
 MB0723                          STATION DESCRIPTION
 MB0723
 MB0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0723'1.6 MI NW FROM CORNERSBURG.
 MB0723'ABOUT 0.5 MILE NORTH ALONG MERIDIAN ROAD FROM THE ZION LUTHERAN
 MB0723'CHURCH AT CORNERSBURG, THENCE ABOUT 1.1 MILE WEST ALONG KIRK
 MB0723'ROAD.  THE MARK IS AT THE INTERSECTION OF THE CENTERLINES OF
 MB0723'KIRK ROAD AND RACCOON ROAD.  A MAHONING COUNTY DISK SET IN THE
 MB0723'TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST IRON WELL
 MB0723'COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.  THE MARK
 MB0723'IS ABOUT 8 INCHES BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0776 ***********************************************************************
 MB0776  DESIGNATION -  AU 47
 MB0776  PID         -  MB0776
 MB0776  STATE/COUNTY-  OH/MAHONING
 MB0776  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0776
 MB0776                         *CURRENT SURVEY CONTROL
 MB0776  ___________________________________________________________________
 MB0776* NAD 83(1986)-  41 05 16.     (N)    080 42 40.     (W)     SCALED    
 MB0776* NAVD 88     -       326.445  (meters)    1071.01   (feet)  ADJUSTED  
 MB0776  ___________________________________________________________________
 MB0776  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 MB0776  DYNAMIC HT  -         326.295 (meters)    1070.52  (feet)  COMP
 MB0776  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 MB0776
 MB0776  VERT ORDER  -  SECOND    CLASS 0
 MB0776
 MB0776.The horizontal coordinates were scaled from a topographic map and have
 MB0776.an estimated accuracy of +/- 6 seconds.
 MB0776
 MB0776.The orthometric height was determined by differential leveling
 MB0776.and adjusted by the National Geodetic Survey in June 1991..
 MB0776
 MB0776.The geoid height was determined by GEOID03.
 MB0776
 MB0776.The dynamic height is computed by dividing the NAVD 88
 MB0776.geopotential number by the normal gravity value computed on the
 MB0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0776.degrees latitude (g = 980.6199 gals.).
 MB0776
 MB0776.The modeled gravity was interpolated from observed gravity values.
 MB0776
 MB0776;                    North         East    Units  Estimated Accuracy
 MB0776;SPC OH N     -   159,350.      750,290.      MT  (+/- 180 meters Scaled)
 MB0776
 MB0776                          SUPERSEDED SURVEY CONTROL
 MB0776
 MB0776  NGVD 29 (??/??/92)  326.622  (m)         1071.59   (f) ADJ UNCH    2 0
 MB0776
 MB0776.Superseded values are not recommended for survey control.
 MB0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0776.See file dsdata.txt to determine how the superseded data were derived.
 MB0776
 MB0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF242485(NAD 83)
 MB0776_MARKER: DD = SURVEY DISK
 MB0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0776_STAMPING: AU 47
 MB0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0776+STABILITY: SURFACE MOTION
 MB0776
 MB0776  HISTORY     - Date     Condition        Report By
 MB0776  HISTORY     - UNK      MONUMENTED       OH-099
 MB0776  HISTORY     - 1950     GOOD             NGS
 MB0776  HISTORY     - 20060820 POOR             GEOCAC
 MB0776
 MB0776                          STATION DESCRIPTION
 MB0776
 MB0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0776'1.8 MI N FROM CORNERSBURG.
 MB0776'ABOUT 1.8 MILES NORTH ALONG MERIDIAN ROAD FROM THE ZION
 MB0776'LUTHERN CHURCH AT CORNERSBURG, AT THE JUNCTION OF THE
 MB0776'CENTERLINE OF MERIDIAN ROAD AND THE CENTERLINE OF BURKEY ROAD.
 MB0776'A MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST CONCRETE POST,
 MB0776'WHICH IS SET IN A CAST IRON WELL AND COVERED WITH A CAST IRON
 MB0776'COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES
 MB0776'BELOW THE SURFACE OF THE HIGHWAY.
 MB0776
 MB0776                          STATION RECOVERY (2006)
 MB0776
 MB0776'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0776'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0773 ***********************************************************************
 MB0773  DESIGNATION -  AU 48
 MB0773  PID         -  MB0773
 MB0773  STATE/COUNTY-  OH/MAHONING
 MB0773  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0773
 MB0773                         *CURRENT SURVEY CONTROL
 MB0773  ___________________________________________________________________
 MB0773* NAD 83(1986)-  41 04 07.     (N)    080 42 39.     (W)     SCALED    
 MB0773* NAVD 88     -       326.386  (meters)    1070.82   (feet)  ADJUSTED  
 MB0773  ___________________________________________________________________
 MB0773  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 MB0773  DYNAMIC HT  -         326.235 (meters)    1070.32  (feet)  COMP
 MB0773  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 MB0773
 MB0773  VERT ORDER  -  SECOND    CLASS 0
 MB0773
 MB0773.The horizontal coordinates were scaled from a topographic map and have
 MB0773.an estimated accuracy of +/- 6 seconds.
 MB0773
 MB0773.The orthometric height was determined by differential leveling
 MB0773.and adjusted by the National Geodetic Survey in June 1991..
 MB0773
 MB0773.The geoid height was determined by GEOID03.
 MB0773
 MB0773.The dynamic height is computed by dividing the NAVD 88
 MB0773.geopotential number by the normal gravity value computed on the
 MB0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0773.degrees latitude (g = 980.6199 gals.).
 MB0773
 MB0773.The modeled gravity was interpolated from observed gravity values.
 MB0773
 MB0773;                    North         East    Units  Estimated Accuracy
 MB0773;SPC OH N     -   157,220.      750,360.      MT  (+/- 180 meters Scaled)
 MB0773
 MB0773                          SUPERSEDED SURVEY CONTROL
 MB0773
 MB0773  NGVD 29 (??/??/92)  326.559  (m)         1071.39   (f) ADJ UNCH    2 0
 MB0773
 MB0773.Superseded values are not recommended for survey control.
 MB0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0773.See file dsdata.txt to determine how the superseded data were derived.
 MB0773
 MB0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF242464(NAD 83)
 MB0773_MARKER: DD = SURVEY DISK
 MB0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0773_STAMPING: AU 48
 MB0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0773+STABILITY: SURFACE MOTION
 MB0773
 MB0773  HISTORY     - Date     Condition        Report By
 MB0773  HISTORY     - UNK      MONUMENTED       OH-099
 MB0773  HISTORY     - 1950     GOOD             NGS
 MB0773
 MB0773                          STATION DESCRIPTION
 MB0773
 MB0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0773'0.4 MI N FROM CORNERSBURG.
 MB0773'ABOUT 0.45 MILES NORTH ALONG MERIDIAN ROAD FROM THE ZION
 MB0773'LUTHERAN CHURCH AT CORNERSBURG, AT THE INTERSECTION OF THE
 MB0773'CENTERLINE OF MERIDIAN AND THE CENTERLINE OF KIRK ROAD.  A
 MB0773'MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST CONCRETE POST,
 MB0773'WHICH IS SET IN A CAST IRON WELL AND COVERED WITH A CAST IRON
 MB0773'COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW
 MB0773'THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0868 ***********************************************************************
 MB0868  DESIGNATION -  AU 6
 MB0868  PID         -  MB0868
 MB0868  STATE/COUNTY-  OH/MAHONING
 MB0868  USGS QUAD   -  CANFIELD (1979)
 MB0868
 MB0868                         *CURRENT SURVEY CONTROL
 MB0868  ___________________________________________________________________
 MB0868* NAD 83(1986)-  41 07 00.     (N)    080 47 33.     (W)     SCALED    
 MB0868* NAVD 88     -       300.110  (meters)     984.61   (feet)  ADJUSTED  
 MB0868  ___________________________________________________________________
 MB0868  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB0868  DYNAMIC HT  -         299.974 (meters)     984.16  (feet)  COMP
 MB0868  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 MB0868
 MB0868  VERT ORDER  -  SECOND    CLASS 0
 MB0868
 MB0868.The horizontal coordinates were scaled from a topographic map and have
 MB0868.an estimated accuracy of +/- 6 seconds.
 MB0868
 MB0868.The orthometric height was determined by differential leveling
 MB0868.and adjusted by the National Geodetic Survey in June 1991..
 MB0868
 MB0868.The geoid height was determined by GEOID03.
 MB0868
 MB0868.The dynamic height is computed by dividing the NAVD 88
 MB0868.geopotential number by the normal gravity value computed on the
 MB0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0868.degrees latitude (g = 980.6199 gals.).
 MB0868
 MB0868.The modeled gravity was interpolated from observed gravity values.
 MB0868
 MB0868;                    North         East    Units  Estimated Accuracy
 MB0868;SPC OH N     -   162,420.      743,390.      MT  (+/- 180 meters Scaled)
 MB0868
 MB0868                          SUPERSEDED SURVEY CONTROL
 MB0868
 MB0868  NGVD 29 (??/??/92)  300.289  (m)          985.20   (f) ADJ UNCH    2 0
 MB0868
 MB0868.Superseded values are not recommended for survey control.
 MB0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0868.See file dsdata.txt to determine how the superseded data were derived.
 MB0868
 MB0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF174517(NAD 83)
 MB0868_MARKER: DD = SURVEY DISK
 MB0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0868_STAMPING: AU 6
 MB0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0868+STABILITY: SURFACE MOTION
 MB0868
 MB0868  HISTORY     - Date     Condition        Report By
 MB0868  HISTORY     - UNK      MONUMENTED       OH-099
 MB0868  HISTORY     - 1950     GOOD             NGS
 MB0868
 MB0868                          STATION DESCRIPTION
 MB0868
 MB0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0868'1.2 MI N FROM WEST AUSTINTOWN.
 MB0868'ABOUT 1.2 MILES NORTH ALONG TURNER ROAD FROM THE EVANGELICAL
 MB0868'CHURCH AT WEST AUSTINTOWN, AT THE INTERSECTION OF THE CENTERLINE
 MB0868'OF THE TURNER ROAD AND THE CENTERLINE OF THE ORRS CORNERS AND
 MB0868'SILICA QUARRY ROAD.  A MAHONING COUNTY DISK SET IN THE TOP
 MB0868'OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST IRON WELL AND
 MB0868'COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.  THE
 MB0868'MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0866 ***********************************************************************
 MB0866  DESIGNATION -  AU 7
 MB0866  PID         -  MB0866
 MB0866  STATE/COUNTY-  OH/MAHONING
 MB0866  USGS QUAD   -  WARREN (1994)
 MB0866
 MB0866                         *CURRENT SURVEY CONTROL
 MB0866  ___________________________________________________________________
 MB0866* NAD 83(1986)-  41 08 01.     (N)    080 47 22.     (W)     SCALED    
 MB0866* NAVD 88     -       281.536  (meters)     923.67   (feet)  ADJUSTED  
 MB0866  ___________________________________________________________________
 MB0866  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB0866  DYNAMIC HT  -         281.409 (meters)     923.26  (feet)  COMP
 MB0866  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 MB0866
 MB0866  VERT ORDER  -  SECOND    CLASS 0
 MB0866
 MB0866.The horizontal coordinates were scaled from a topographic map and have
 MB0866.an estimated accuracy of +/- 6 seconds.
 MB0866
 MB0866.The orthometric height was determined by differential leveling
 MB0866.and adjusted by the National Geodetic Survey in June 1991..
 MB0866
 MB0866.The geoid height was determined by GEOID03.
 MB0866
 MB0866.The dynamic height is computed by dividing the NAVD 88
 MB0866.geopotential number by the normal gravity value computed on the
 MB0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0866.degrees latitude (g = 980.6199 gals.).
 MB0866
 MB0866.The modeled gravity was interpolated from observed gravity values.
 MB0866
 MB0866;                    North         East    Units  Estimated Accuracy
 MB0866;SPC OH N     -   164,310.      743,610.      MT  (+/- 180 meters Scaled)
 MB0866
 MB0866                          SUPERSEDED SURVEY CONTROL
 MB0866
 MB0866  NGVD 29 (??/??/92)  281.717  (m)          924.27   (f) ADJ UNCH    2 0
 MB0866
 MB0866.Superseded values are not recommended for survey control.
 MB0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0866.See file dsdata.txt to determine how the superseded data were derived.
 MB0866
 MB0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF176536(NAD 83)
 MB0866_MARKER: DD = SURVEY DISK
 MB0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0866_STAMPING: AU 7
 MB0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0866+STABILITY: SURFACE MOTION
 MB0866
 MB0866  HISTORY     - Date     Condition        Report By
 MB0866  HISTORY     - UNK      MONUMENTED       OH-099
 MB0866  HISTORY     - 1950     GOOD             NGS
 MB0866
 MB0866                          STATION DESCRIPTION
 MB0866
 MB0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0866'2.4 MI N FROM WEST AUSTINTOWN.
 MB0866'ABOUT 2.4 MILES NORTH ALONG TURNER ROAD FROM THE EVANGELICAL
 MB0866'CHURCH AT THE INTERSECTION OF THE CENTERLINE OF TURNER ROAD AND
 MB0866'THE CENTERLINE OF THE AUSTINTOWN-OHLTOWN ROAD.  A MAHONING COUNTY
 MB0866'DISK SET IN THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET
 MB0866'IN A CAST IRON WELL AND COVERED WITH A CAST IRON COVER STAMPED
 MB0866'WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE
 MB0866'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1941 ***********************************************************************
 KZ1941  DESIGNATION -  AUBURN
 KZ1941  PID         -  KZ1941
 KZ1941  STATE/COUNTY-  OH/CRAWFORD
 KZ1941  USGS QUAD   -  SHELBY (1980)
 KZ1941
 KZ1941                         *CURRENT SURVEY CONTROL
 KZ1941  ___________________________________________________________________
 KZ1941* NAD 83(1995)-  40 55 55.98528(N)    082 44 10.87774(W)     ADJUSTED  
 KZ1941* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 KZ1941  ___________________________________________________________________
 KZ1941  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 KZ1941  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 KZ1941
 KZ1941  HORZ ORDER  -  THIRD
 KZ1941
 KZ1941.The horizontal coordinates were established by classical geodetic methods
 KZ1941.and adjusted by the National Geodetic Survey in April 1998..
 KZ1941
 KZ1941.The orthometric height was scaled from a topographic map.
 KZ1941
 KZ1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1941
 KZ1941.The geoid height was determined by GEOID03.
 KZ1941
 KZ1941;                    North         East     Units Scale Factor Converg.
 KZ1941;SPC OH N     -   140,561.109   580,095.057   MT  0.99994192   -0 09 19.0
 KZ1941;UTM  17      - 4,532,684.136   353,817.182   MT  0.99986302   -1 08 16.1
 KZ1941
 KZ1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1941!SPC OH N     -   0.99995351  x   0.99994192  =   0.99989543
 KZ1941!UTM  17      -   0.99995351  x   0.99986302  =   0.99981653
 KZ1941
 KZ1941|---------------------------------------------------------------------|
 KZ1941| PID    Reference Object                     Distance      Geod. Az  |
 KZ1941|                                                           dddmmss.s |
 KZ1941| CE6161 AUBURN RM 1                          16.609 METERS 04511     |
 KZ1941| CE6162 AUBURN RM 2                          26.828 METERS 15050     |
 KZ1941| CE6163 AUBURN RM 3                          67.931 METERS 19459     |
 KZ1941| KZ1972 WASHINGTON                          APPROX. 8.0 KM 2835305.5 |
 KZ1941|---------------------------------------------------------------------|
 KZ1941
 KZ1941                          SUPERSEDED SURVEY CONTROL
 KZ1941
 KZ1941  NAD 83(1986)-  40 55 55.99102(N)    082 44 10.89075(W) AD(       ) 3
 KZ1941  NAD 27      -  40 55 55.78889(N)    082 44 11.24738(W) AD(       ) 3
 KZ1941
 KZ1941.Superseded values are not recommended for survey control.
 KZ1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1941.See file dsdata.txt to determine how the superseded data were derived.
 KZ1941
 KZ1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5381732684(NAD 83)
 KZ1941_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1941
 KZ1941  HISTORY     - Date     Condition        Report By
 KZ1941  HISTORY     - 1959     MONUMENTED       CGS
 KZ1941  HISTORY     - 1971     SEE DESCRIPTION  NGS
 KZ1941  HISTORY     - 1975     GOOD             NGS
 KZ1941
 KZ1941                          STATION DESCRIPTION
 KZ1941
 KZ1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1941'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF SHELBY, 5-1/2 MILES
 KZ1941'SOUTHWEST OF PLYMOUTH, 0.1
 KZ1941'MILE NORTH OF STATE HIGHWAY 98, IN THE SOUTHWEST 1/4 OF SECTION 22,
 KZ1941'T-22-N, R-20-W, AUBURN TOWNSHIP, ON
 KZ1941'PROPERTY OWNED BY MR. RAY VANSDALE.
 KZ1941'
 KZ1941'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 98 AND 61 ON
 KZ1941'THE SOUTH SIDE OF PLYMOUTH,
 KZ1941'GO SOUTHWEST ON STATE HIGHWAY 98 FOR 4.6 MILES TO THE JUNCTION OF
 KZ1941'STATE HIGHWAY 598.  CONTINUE
 KZ1941'SOUTHWESTERLY ON HIGHWAY 98 FOR 0.6 MILE TO THE HOME OF
 KZ1941'MR. VANSDALE ON THE RIGHT AND THE STATION IN A
 KZ1941'CULTIVATED FIELD 210 FEET NORTH OF THE
 KZ1941'NORTH CORNER OF THE HOUSE.
 KZ1941'
 KZ1941'STATION MARKS ARE STANDARD DISKS STAMPED AUBUN 1959.  THE SURFACE
 KZ1941'DISK IS SET IN A SQUARE
 KZ1941'CONCRETE POST 14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 210
 KZ1941'FEET NORTH OF THE NORTH CORNER OF
 KZ1941'THE HOUSE, 38 FEET WEST OF A NORTH-SOUTH FENCELINE, 70 FEET WEST
 KZ1941'OF THE NORTHWEST CORNER OF A RED SHED AND
 KZ1941'136 FEET NORTHWEST OF THE NORTHWEST CORNER
 KZ1941'OF A SHED.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 KZ1941'OF CONCRETE 36 INCHES BELOW THE
 KZ1941'SURFACE OF THE GROUND.
 KZ1941'
 KZ1941'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AUBURN NO 1 1959, IS
 KZ1941'SET IN A SQUARE CONCRETE POST
 KZ1941'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1 FOOT EAST OF THE
 KZ1941'NORTH-SOUTH FENCELINE AND 75 FEET
 KZ1941'NORTHWEST OF THE NORTHWEST CORNER OF THE RED SHED.
 KZ1941'
 KZ1941'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AUBURN NO 2 1959, IS A
 KZ1941'SQUARE CONCRETE POST
 KZ1941'WHICH PROJECTS 6 INCHES.  IT IS 2 FEET EAST OF THE NORTH-SOUTH
 KZ1941'FENCELINE 25 FEET SOUTHWEST OF THE
 KZ1941'SOUTHWEST CORNER OF THE RED SHED AND 83 FEET WEST OF THE
 KZ1941'SOUTHWEST CORNER OF A LARGE BARN.
 KZ1941'
 KZ1941'NO AZIMUTH MARK WAS ESTABLISHED.
 KZ1941
 KZ1941                          STATION RECOVERY (1971)
 KZ1941
 KZ1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RS)
 KZ1941'RECOVERED BY R. SCHNELDER STATE HIGHWAY DEPARTMENT.
 KZ1941'
 KZ1941'AUBURN 1959 PROBABLY IN, DID NOT DIG.
 KZ1941'AUBURN NO 1-1959
 KZ1941'NOT FOUND.  SEARCHED FOR 2 HOURS
 KZ1941'AUBURN NO 2-1959 GOOD - SET WITNESS
 KZ1941'POST
 KZ1941'
 KZ1941'DESCRIPTION ACCURATE EXCEPT THERE IS NO N-S FENCE AND THE RED SHED
 KZ1941'IS TORN DOWN.
 KZ1941'
 KZ1941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.5 MILES - N.W. OF
 KZ1941'SHELBY
 KZ1941
 KZ1941                          STATION RECOVERY (1975)
 KZ1941
 KZ1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KZ1941'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 KZ1941'REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED.
 KZ1941'REFERENCE MARK 3 WAS SET.  THE DISTANCE TO REFERENCE MARK 2
 KZ1941'CHECKED.  A NEW DESCRIPTION FOLLOWS--
 KZ1941'
 KZ1941'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF SHELBY, IN THE
 KZ1941'SOUTHWEST 1/4 OF SEC. 22, T-22-N, R-20-W, ON THE PROPERTY OF
 KZ1941'MR. VANSDALE, 138 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE
 KZ1941'BARN, 210 FEET NORTHEAST OF THE NORTHEAST CORNER OF GARAGE
 KZ1941'ATTACHED TO THE NORTH SIDE OF HOUSE, 89 FEET NORTHWEST OF A METAL
 KZ1941'WITNESS POST, IN A CULTIVATED FIELD.  THE MONUMENT IS 14 INCHES
 KZ1941'UNDERGROUND AND THE DISK IS STAMPED AUBURN 1959.
 KZ1941'
 KZ1941'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 98 AND 61,
 KZ1941'AT THE SOUTH SIDE OF PLYMOUTH, GO SOUTHWEST ON HIGHWAY 98 FOR 4.6
 KZ1941'MILES TO THE JUNCTION OF STATE HIGHWAY 598.  CONTINUE SOUTHERLY ON
 KZ1941'HIGHWAY 98 FOR 0.6 MILE TO A HOUSE, BARN AND THE STATION ON THE
 KZ1941'RIGHT.
 KZ1941'
 KZ1941'REFERENCE MARK 2 IS 143 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KZ1941'THE GARAGE, 72 FEET WEST OF THE NORTHWEST CORNER OF THE BARN, 1 FOOT
 KZ1941'SOUTH OF A METAL WITNESS POST AND 83 FEET NORTHWEST OF THE
 KZ1941'SOUTHWEST CORNER OF THE BARN.  THE MONUMENT PROJECTS 6 INCHES AND
 KZ1941'THE DISK IS STAMPED AUBURN NO 2 1959.
 KZ1941'
 KZ1941'REFERENCE MARK 3 IS A STANDARD PRE CAST ALUMINUM MONUMENT, PROJECTING
 KZ1941'1 INCH, 49 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE GARAGE, 28
 KZ1941'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, 42 FEET NORTH
 KZ1941'OF A 36 INCH MAPLE TREE AND 1 FOOT NORTHWEST OF A METAL CLOTHES
 KZ1941'LINE POST.
 KZ1941'
 KZ1941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2 MILES
 KZ1941'SOUTHWEST OF PLYMOUTH.
 KZ1941'
 KZ1941'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2764 ***********************************************************************
 MB2764  DESIGNATION -  AUBURN
 MB2764  PID         -  MB2764
 MB2764  STATE/COUNTY-  OH/GEAUGA
 MB2764  USGS QUAD   -  SOUTH RUSSELL (1984)
 MB2764
 MB2764                         *CURRENT SURVEY CONTROL
 MB2764  ___________________________________________________________________
 MB2764* NAD 83(1995)-  41 24 17.17479(N)    081 18 07.45985(W)     ADJUSTED  
 MB2764* NAVD 88     -       400.6    (meters)    1314.     (feet)  VERTCON   
 MB2764  ___________________________________________________________________
 MB2764  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 MB2764  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB2764
 MB2764  HORZ ORDER  -  FIRST
 MB2764
 MB2764.The horizontal coordinates were established by classical geodetic methods
 MB2764.and adjusted by the National Geodetic Survey in April 1998..
 MB2764
 MB2764.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2764
 MB2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2764
 MB2764.The geoid height was determined by GEOID03.
 MB2764
 MB2764;                    North         East     Units Scale Factor Converg.
 MB2764;SPC OH N     -   193,699.418   700,161.254   MT  0.99995641   +0 47 13.1
 MB2764;UTM  17      - 4,583,736.061   474,751.306   MT  0.99960785   -0 11 59.2
 MB2764
 MB2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2764!SPC OH N     -   0.99994246  x   0.99995641  =   0.99989888
 MB2764!UTM  17      -   0.99994246  x   0.99960785  =   0.99955034
 MB2764
 MB2764|---------------------------------------------------------------------|
 MB2764| PID    Reference Object                     Distance      Geod. Az  |
 MB2764|                                                           dddmmss.s |
 MB2764| CC9718 AUBURN RM 1                          37.109 METERS 17707     |
 MB2764| CC9717 AUBURN AZ MK                                       2571459.8 |
 MB2764| CC9719 AUBURN RM 2                          59.573 METERS 26226     |
 MB2764|---------------------------------------------------------------------|
 MB2764
 MB2764                          SUPERSEDED SURVEY CONTROL
 MB2764
 MB2764  NAD 83(1986)-  41 24 17.18410(N)    081 18 07.45829(W) AD(       ) 1
 MB2764  NAD 27      -  41 24 16.98994(N)    081 18 08.07964(W) AD(       ) 1
 MB2764  NGVD 29 (07/19/86)  400.8    (m)         1315.     (f) VERT ANG       
 MB2764
 MB2764.Superseded values are not recommended for survey control.
 MB2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2764.See file dsdata.txt to determine how the superseded data were derived.
 MB2764
 MB2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7475183736(NAD 83)
 MB2764_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2764
 MB2764  HISTORY     - Date     Condition        Report By
 MB2764  HISTORY     - 1950     MONUMENTED       CGS
 MB2764  HISTORY     - 1951     SEE DESCRIPTION  CGS
 MB2764  HISTORY     - 1968     GOOD             LOCENG
 MB2764  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MB2764
 MB2764                          STATION DESCRIPTION
 MB2764
 MB2764'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2764'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF AUBURN CORNERS, 4.5
 MB2764'MILES SOUTHEAST OF CHAGRIN FALLS
 MB2764'ON A LOW KNOLL ON THE PROPERTY OF MR. JOHN M. PHILLIPS AND ABOUT
 MB2764'0.2 MILE WEST OF HIS RESIDENCE.  IT
 MB2764'IS 24 FEET NORTHWEST OF THE MOST SOUTHWESTERLY APPLE
 MB2764'TREE IN THE ORCHARD, 25 FEET SOUTHWEST OF THE MOST
 MB2764'WESTERLY APPLE TREE IN THE SECOND
 MB2764'ROW OF TREES FROM THE SOUTH, 9 FEET EAST OF THE MOST EASTERLY ROW OF
 MB2764'SMALL PEACH TREES, 14.5 FEET
 MB2764'SOUTHEAST OF A WITNESS POST AND SET FLUSH WITH THE SURFACE.  THE MARK
 MB2764'IS STAMPED AUBURN 1950.
 MB2764'
 MB2764'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF AN EAST-WEST FENCELINE AND
 MB2764'PROJECTS 2 INCHES ABOVE THE
 MB2764'SURFACE.  THE MARK IS STAMPED AUBURN NO 1 1950.
 MB2764'
 MB2764'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF THE TRACK ROAD LEADING TO
 MB2764'THE STATION AND JUST EAST OF A
 MB2764'NORTH SOUTH FENCELINE.  THE MARK PROJECTS 8 INCHES ABOVE THE GROUND
 MB2764'AND IS STAMPED AUBURN NO 2 1950.
 MB2764'
 MB2764'THE AZIMUTH IS A STANDARD DISK SET IN A 1 FOOT SQUARE CONCRETE POST
 MB2764'FLUSH WITH THE
 MB2764'SURFACE, 16 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 9 FEET
 MB2764'NORTHEAST OF THE NORTHEAST CORNER OF
 MB2764'A CONCRETE BLOCK MILK SHED, 28 FEET EAST OF THE SOUTHEAST CORNER
 MB2764'OF A BARN, 2.5 FEET SOUTH OF A WITNESS
 MB2764'POST AND 2 FEET SOUTH OF A FENCE CORNER.  THE
 MB2764'MARK IS STAMPED AUBURN 1950.
 MB2764'
 MB2764'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 422
 MB2764'AND STATE ROUTE NO. 44 IN
 MB2764'AUBURN CORNERS, GO WEST ON HIGHWAY NO. 422 FOR 5.6 MILES TO A CROSS
 MB2764'ROAD, TURN RIGHT AND GO 0.3 MILE TO
 MB2764'THE DRIVEWAY OF MR. PHILLIPS, THENCE RIGHT, FOLLOWING DRIVEWAY
 MB2764'AROUND THE SOUTH SIDE OF A BARN TO THE
 MB2764'CONCRETE MILKSHED AND THE AZIMUTH MARK, GO NORTH,
 MB2764'FROM THE AZIMUTH MARK, ON A TRACK ROAD AND ALONG THE
 MB2764'NORTH SIDE OF A CULTIVATED FIELD,
 MB2764'PASS THROUGH TWO GATES AND FOLLOW TRACK ROAD TO THE SUMMIT OF THE
 MB2764'ONLY VISIBLE KNOLL AND THE
 MB2764'STATION MARK AS DESCRIBED.
 MB2764
 MB2764                          STATION RECOVERY (1951)
 MB2764
 MB2764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2764'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 MB2764'CONDITION.  THE OLD DESCRIPTION
 MB2764'IS ADEQUATE.
 MB2764'
 MB2764'HEIGHT OF LIGHT ABOVE THE STATION MARK 30 METERS
 MB2764
 MB2764                          STATION RECOVERY (1968)
 MB2764
 MB2764'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (GGB)
 MB2764'AUBURN 1950 RECOVERED GOOD.
 MB2764'
 MB2764'REF. NO. 1--AUBURN NO 1 1950 RECOVERED GOOD.
 MB2764'
 MB2764'REF. NO. 2--AUBURN NO 2 1950 RECOVERED GOOD.
 MB2764'
 MB2764'AZIMUTH--AUBURN 1950 RECOVERED GOOD.
 MB2764'
 MB2764'THE WITNESS POST FOR THE STATION ITSELF COULD NOT BE LOCATED.  THE
 MB2764'PROPERTY ON WHICH THE MARK LIES IS NOT JOHN M, BUT IS NOW RAY
 MB2764'PHILLIPS.  THE MARK IS TO BE FOUND 0.2 MILES EAST OF HIS HOUSE
 MB2764'(ON CONTROL DATA YOU HAVE WEST).
 MB2764
 MB2764                          STATION RECOVERY (1977)
 MB2764
 MB2764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2764'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 MB2764'WERE RECOVERED IN GOOD CONDITION.  THE G-MAST WAS USED AT THIS
 MB2764'STATION.  PERMISSION COULD NOT OBTAINED TO CLEAR TALL GRASS AND
 MB2764'DENSE BRUSH TO THE REFERENCE MARKS OR TO MAKE THE AZIMUTH MARK
 MB2764'VISIBLE, THEREFORE, NO MARKS WERE MEASURED OR OBSERVED.
 MB2764'
 MB2764'THE STATION IS LOCATED ABOUT 4-3/4 MILES WEST-NORTHWEST OF
 MB2764'AUBURN CORNERS, 4-1/2 MILES EAST-SMUTHEAST OF CHAGRIN FALLS,
 MB2764'AND ON PROPERTY OWNED BY MR. EDWARD WISNIEWSKI, TELEPHONE
 MB2764'543-4512.
 MB2764'
 MB2764'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 422 AND STATE
 MB2764'HIGHWAY 44 IN THE SMALL COMMUNITY OF AUBURN CORNERS, GO WEST ON
 MB2764'U.S. HIGHWAY 422 FOR 4.95 MILES TO A PAVED CROSSROAD, SNYDER
 MB2764'ROAD.  TURN RIGHT AND GO NORTH ON SNYDER ROAD FOR 0.35 MILE TO A
 MB2764'GRAVEL DRIVEWAY ON THE RIGHT AT THE RESIDENCE OF MR. EDWARD
 MB2764'WISNIEWSKI.  TURN RIGHT AND GO EASTERLY ON A DIM LANE AFTER
 MB2764'PASSING HOUSE FOR ABOUT 150 FEET TO THE AZIMUTH MARK ON THE
 MB2764'RIGHT.  CONTINUE EASTERLY ON DIM LANE FOR 0.25 MILE TO THE
 MB2764'STATION ON THE RIGHT AT THE END OF THE LANE.
 MB2764'
 MB2764'STATION MARK, STAMPED---AUBURN 1950---, IS A STANDARD DISK
 MB2764'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH
 MB2764'WITH THE GROUND.  IT IS 14.5 FEET SOUTHEAST OF A WITNESS POST.
 MB2764'
 MB2764'REFERENCE MARK 1, STAMPED---AUBURN NO 1 1950---, IS A STANDARD
 MB2764'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MB2764'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF
 MB2764'THE OLD EAST-WEST LANE FENCE.
 MB2764'
 MB2764'REFERENCE MARK 2, STAMPED---AUBURN NO 2 1950---, IS A STANDARD
 MB2764'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MB2764'PROJECTING 8 INCHES ABOVE THE GROUND.  IT IS JUST EAST OF AN
 MB2764'OLD NORTH-SOUTH FENCELINE.
 MB2764'
 MB2764'AZIMUTH MARK, STAMPED---AUBURN 1950---, IS A STANDARD DISK SET
 MB2764'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 MB2764'GROUND.  IT IS 2.5 FEET SOUTH OF A WITNESS POST AND 2 FEET
 MB2764'SOUTH OF A FENCE CORNER.
 MB2764'
 MB2764'HEIGHT OF LIGHT ABOVE STATION MARK WAS 23.0 METERS.
 MB2764'
 MB2764'DESCRIBED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1719 ***********************************************************************
 MC1719  DESIGNATION -  AUBURN
 MC1719  PID         -  MC1719
 MC1719  STATE/COUNTY-  OH/LUCAS
 MC1719  USGS QUAD   -  TOLEDO (1980)
 MC1719
 MC1719                         *CURRENT SURVEY CONTROL
 MC1719  ___________________________________________________________________
 MC1719* NAD 83(1995)-  41 40 33.75930(N)    083 34 43.17000(W)     ADJUSTED  
 MC1719* NAVD 88     -       178.6    (meters)     586.     (feet)  GPS OBS   
 MC1719  ___________________________________________________________________
 MC1719  X           -     533,596.227 (meters)                     COMP
 MC1719  Y           -  -4,741,174.498 (meters)                     COMP
 MC1719  Z           -   4,218,891.534 (meters)                     COMP
 MC1719  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 MC1719  ELLIP HEIGHT-         143.35  (meters)          (10/07/05) GPS OBS
 MC1719  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 MC1719
 MC1719  HORZ ORDER  -  FIRST
 MC1719  ELLP ORDER  -  FOURTH    CLASS I
 MC1719
 MC1719.The horizontal coordinates were established by GPS observations
 MC1719.and adjusted by the National Geodetic Survey in April 1998..
 MC1719
 MC1719.The orthometric height was determined by GPS observations and a
 MC1719.high-resolution geoid model.
 MC1719
 MC1719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1719
 MC1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1719
 MC1719.The ellipsoidal height was determined by GPS observations
 MC1719.and is referenced to NAD 83.
 MC1719
 MC1719.The geoid height was determined by GEOID03.
 MC1719
 MC1719;                    North         East     Units Scale Factor Converg.
 MC1719;SPC OH N     -   223,694.993   510,183.190   MT  0.99999547   -0 42 31.0
 MC1719;SPC MI S     -    19,862.660 4,065,624.574   MT  1.00012726   +0 32 10.5
 MC1719;SPC MI S     -    65,166.21 13,338,663.30   iFT  1.00012726   +0 32 10.5
 MC1719;UTM  17      - 4,617,021.651   285,353.380   MT  1.00016700   -1 42 54.9
 MC1719
 MC1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1719!SPC OH N     -   0.99997752  x   0.99999547  =   0.99997299
 MC1719!SPC MI S     -   0.99997752  x   1.00012726  =   1.00010477
 MC1719!UTM  17      -   0.99997752  x   1.00016700  =   1.00014451
 MC1719
 MC1719|---------------------------------------------------------------------|
 MC1719| PID    Reference Object                     Distance      Geod. Az  |
 MC1719|                                                           dddmmss.s |
 MC1719| MC1759 JERMAIN                             319.903 METERS 06546     |
 MC1719|---------------------------------------------------------------------|
 MC1719
 MC1719                          SUPERSEDED SURVEY CONTROL
 MC1719
 MC1719  ELLIP H (04/01/98)  143.40   (m)                       GP(       ) 4 1
 MC1719  NAD 83(1995)-  41 40 33.75928(N)    083 34 43.16996(W) AD(       ) 1
 MC1719  NAD 83(1986)-  41 40 33.77172(N)    083 34 43.18557(W) AD(       ) 1
 MC1719
 MC1719.Superseded values are not recommended for survey control.
 MC1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1719.See file dsdata.txt to determine how the superseded data were derived.
 MC1719
 MC1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8535317022(NAD 83)
 MC1719_MARKER: DD = SURVEY DISK
 MC1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1719_SP_SET: CONCRETE POST
 MC1719_STAMPING: AUBURN 1993
 MC1719_MARK LOGO: OH-095
 MC1719_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1719+STABILITY: SURFACE MOTION
 MC1719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1719+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1719
 MC1719  HISTORY     - Date     Condition        Report By
 MC1719  HISTORY     - 1993     MONUMENTED       OH-095
 MC1719
 MC1719                          STATION DESCRIPTION
 MC1719
 MC1719'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1719'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO IN THE CITY OF TOLEDO.
 MC1719'TO REACH THE STATION FROM MCKINLEY ELEMENTARY SCHOOL AT THE
 MC1719'INTERSECTION OF CENTRAL AVENUE (STATE ROUTE 120) AND UPTON AVENUE
 MC1719'PROCEED EAST ALONG CENTRAL AVENUE 0.5 MILES TO ITS INTERSECTION WITH
 MC1719'AUBURN AVENUE.  TURN RIGHT AND PROCEED SOUTH ALONG AUBURN AVENUE 0.15
 MC1719'MILES TO ITS INTERSECTION WITH NORTH COVE BOULEVARD.  TURN LEFT AND
 MC1719'PROCEED WEST ALONG NORTH COVE BOULEVARD APPROXIMATELY 200 FEET TO THE
 MC1719'STATION ON THE RIGHT.
 MC1719'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1719'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 0.2 FEET BELOW GROUND
 MC1719'SURFACE AND IS STAMPED --AUBURN 1993--.
 MC1719'THE STATION IS 4.4 FEET NORTH FROM A CHAIN LINK FENCE TO I-475,
 MC1719'APPROXIMATELY 200 FEET EAST FROM THE AUBURN AVENUE OVERPASS OVER
 MC1719'I-475, 28.7 FEET SOUTHEAST FROM A + IN THE SOUTH SIDE OF A SANITARY
 MC1719'MANHOLE RIM, AND 23.3 FEET NORTHWEST FROM A + IN THE FACE OF A FOUR
 MC1719'INCH DIAMETER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2478 ***********************************************************************
 LA2478  DESIGNATION -  AUG 75 12.45
 LA2478  PID         -  LA2478
 LA2478  STATE/COUNTY-  OH/AUGLAIZE
 LA2478  USGS QUAD   -  CRIDERSVILLE (1983)
 LA2478
 LA2478                         *CURRENT SURVEY CONTROL
 LA2478  ___________________________________________________________________
 LA2478* NAD 83(1995)-  40 39 22.96910(N)    084 07 51.71903(W)     ADJUSTED  
 LA2478* NAVD 88     -       273.682  (meters)     897.90   (feet)  ADJUSTED  
 LA2478  ___________________________________________________________________
 LA2478  X           -     495,493.178 (meters)                     COMP
 LA2478  Y           -  -4,820,321.196 (meters)                     COMP
 LA2478  Z           -   4,133,705.181 (meters)                     COMP
 LA2478  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 LA2478  ELLIP HEIGHT-         239.39  (meters)          (10/07/05) GPS OBS
 LA2478  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA2478  DYNAMIC HT  -         273.546 (meters)     897.46  (feet)  COMP
 LA2478  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 LA2478
 LA2478  HORZ ORDER  -  FIRST
 LA2478  VERT ORDER  -  FIRST     CLASS II
 LA2478  ELLP ORDER  -  FOURTH    CLASS I
 LA2478
 LA2478.The horizontal coordinates were established by GPS observations
 LA2478.and adjusted by the National Geodetic Survey in April 1998..
 LA2478
 LA2478.The orthometric height was determined by differential leveling
 LA2478.and adjusted by the National Geodetic Survey in January 1994..
 LA2478
 LA2478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2478
 LA2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2478
 LA2478.The ellipsoidal height was determined by GPS observations
 LA2478.and is referenced to NAD 83.
 LA2478
 LA2478.The geoid height was determined by GEOID03.
 LA2478
 LA2478.The dynamic height is computed by dividing the NAVD 88
 LA2478.geopotential number by the normal gravity value computed on the
 LA2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2478.degrees latitude (g = 980.6199 gals.).
 LA2478
 LA2478.The modeled gravity was interpolated from observed gravity values.
 LA2478
 LA2478;                    North         East     Units Scale Factor Converg.
 LA2478;SPC OH N     -   111,193.577   462,075.436   MT  0.99996476   -1 04 17.4
 LA2478;UTM  16      - 4,504,571.350   742,548.741   MT  1.00032418   +1 52 12.4
 LA2478
 LA2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2478!SPC OH N     -   0.99996245  x   0.99996476  =   0.99992721
 LA2478!UTM  16      -   0.99996245  x   1.00032418  =   1.00028662
 LA2478
 LA2478                          SUPERSEDED SURVEY CONTROL
 LA2478
 LA2478  ELLIP H (04/01/98)  239.38   (m)                       GP(       ) 4 1
 LA2478  NAD 83(1986)-  40 39 22.97865(N)    084 07 51.73712(W) AD(       ) 1
 LA2478  NGVD 29 (07/23/91)  273.8    (m)          898.     (f) GPS OBS        
 LA2478
 LA2478.Superseded values are not recommended for survey control.
 LA2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2478.See file dsdata.txt to determine how the superseded data were derived.
 LA2478
 LA2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4254904571(NAD 83)
 LA2478_MARKER: I = METAL ROD
 LA2478_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2478_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 LA2478_STAMPING: AUG. 75 12.45
 LA2478_MARK LOGO: OHDT  
 LA2478_PROJECTION: FLUSH
 LA2478_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2478+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA2478_ROD/PIPE-DEPTH: 8.7  meters
 LA2478_SLEEVE-DEPTH  : 1.0 meters
 LA2478
 LA2478  HISTORY     - Date     Condition        Report By
 LA2478  HISTORY     - 1990     MONUMENTED       OHDT
 LA2478  HISTORY     - 19930630 GOOD             NGS
 LA2478
 LA2478                          STATION DESCRIPTION
 LA2478
 LA2478'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 LA2478'STATION IS LOCATED 4 MI (6.4 KM) SOUTH OF LIMA, 0.1 MI (0.2 KM) EAST
 LA2478'OF CRIDERSVILLE, IN THE NORTHWEST QUARTER OF SECTION 35, T 4 S, R 6
 LA2478'E, DUCHOUQUET TWP., ON INTERSTATE 75 R/W.
 LA2478'TO REACH FROM CRIDERSVILLE I-75 INTERCHANGE, GO NORTH ON THE NORTH
 LA2478'BOUND RAMP TO MARK ON LEFT NEAR JUNCTION OF WEST EDGE OF PAVEMENT OF
 LA2478'RAMP AND EAST EDGE OF PAVEMENT OF I-75.
 LA2478'MARK IS 0.1 MI (0.2 KM) SOUTH OF ALLEN COUNTY LINE, 30.5 FT (9.3 M)
 LA2478'EAST OF NORTH BOUND I-75 EDGE OF PAVEMENT, 22.5 FT (6.9 M)
 LA2478'SOUTH-SOUTHWEST OF RAMP EDGE OF PAVEMENT, AND 0.5 FT (0.2 M) WEST OF
 LA2478'AN ORANGE FIBERGLASS WITNESS POST.
 LA2478
 LA2478                          STATION RECOVERY (1993)
 LA2478
 LA2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA2478'11.4 KM (7.10 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2478'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 117), 207.0 M (679.1 FT)
 LA2478'NORTH OF THE CENTER OF AMHERST ROAD (EXIT 118), 16.6 M (54.5 FT) EAST
 LA2478'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 11.5 M
 LA2478'(37.7 FT) SOUTHWEST OF THE CENTER OF A NORTHBOUND ON RAMP, 0.3 M (1.0
 LA2478'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) WEST OF A
 LA2478'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LA2478'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 LA2478'CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6054 ***********************************************************************
 AB6054  CBN         -  This is a Cooperative Base Network Control Station.
 AB6054  DESIGNATION -  AUG GAR
 AB6054  PID         -  AB6054
 AB6054  STATE/COUNTY-  OH/AUGLAIZE
 AB6054  USGS QUAD   -  WAPAKONETA (1982)
 AB6054
 AB6054                         *CURRENT SURVEY CONTROL
 AB6054  ___________________________________________________________________
 AB6054* NAD 83(1995)-  40 33 41.02693(N)    084 11 41.34062(W)     ADJUSTED  
 AB6054* NAVD 88     -       274.0    (meters)     899.     (feet)  GPS OBS   
 AB6054  ___________________________________________________________________
 AB6054  X           -     490,821.202 (meters)                     COMP
 AB6054  Y           -  -4,827,700.779 (meters)                     COMP
 AB6054  Z           -   4,125,697.921 (meters)                     COMP
 AB6054  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AB6054  ELLIP HEIGHT-         240.13  (meters)          (03/08/05) GPS OBS
 AB6054  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AB6054
 AB6054  HORZ ORDER  -  B
 AB6054  ELLP ORDER  -  FOURTH    CLASS II
 AB6054
 AB6054.The horizontal coordinates were established by GPS observations
 AB6054.and adjusted by the National Geodetic Survey in August 1996..
 AB6054
 AB6054.The orthometric height was determined by GPS observations and a
 AB6054.high-resolution geoid model.
 AB6054
 AB6054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6054
 AB6054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6054
 AB6054.The ellipsoidal height was determined by GPS observations
 AB6054.and is referenced to NAD 83.
 AB6054
 AB6054.The geoid height was determined by GEOID03.
 AB6054
 AB6054;                    North         East     Units Scale Factor Converg.
 AB6054;SPC OH N     -   100,751.095   456,477.424   MT  0.99997793   -1 06 48.3
 AB6054;UTM  16      - 4,493,851.869   737,491.980   MT  1.00029432   +1 49 29.8
 AB6054
 AB6054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6054!SPC OH N     -   0.99996233  x   0.99997793  =   0.99994026
 AB6054!UTM  16      -   0.99996233  x   1.00029432  =   1.00025664
 AB6054
 AB6054                          SUPERSEDED SURVEY CONTROL
 AB6054
 AB6054  ELLIP H (08/20/96)  240.16   (m)                       GP(       ) 4 2
 AB6054
 AB6054.Superseded values are not recommended for survey control.
 AB6054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6054.See file dsdata.txt to determine how the superseded data were derived.
 AB6054
 AB6054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK3749293852(NAD 83)
 AB6054_MARKER: I = METAL ROD
 AB6054_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6054_STAMPING: AUG GAR 1995
 AB6054_MARK LOGO: OHDT  
 AB6054_PROJECTION: FLUSH
 AB6054_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6054+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6054_ROD/PIPE-DEPTH: 15.5 meters
 AB6054_SLEEVE-DEPTH  : 0.9 meters
 AB6054
 AB6054  HISTORY     - Date     Condition        Report By
 AB6054  HISTORY     - 1995     MONUMENTED       OHDT
 AB6054
 AB6054                          STATION DESCRIPTION
 AB6054
 AB6054'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CMS)
 AB6054'IN WAPAKONETA, AT 906 SOUTH BLACKHOOF STREET,IN THE NORTHEAST CORNER
 AB6054'OF THE OHIO DEPARTMENT OF TRANSPORTATION, AUGLAIZE COUNTY GARAGE
 AB6054'PROPERTY.  THE GARAGE IS LOCATED 2.4 KM (1.50 MI) WEST OF I-75 AND US
 AB6054'33 INTERSECTION AND 0.3 KM (0.20 MI) NORTH OF US 33.  THE MARK IS 22.9
 AB6054'M (75.1 FT) SOUTHWEST OF THE FENCE CORNER POST AT THE NORTHEAST CORNER
 AB6054'OF THE PROPERTY, 17.6 M (57.7 FT) SOUTH OF AN EAST-WEST CHAIN LINK
 AB6054'FENCE, 16.1 M (52.8 FT) WEST OF A NORTH-SOUTH FENCE ON THE EAST
 AB6054'PROPERTY, AND 64.6 M (211.9 FT) NORTHEAST OF THE ODOT GARAGE.
 AB6054'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.  THE ROD
 AB6054'IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 15.5 M (50.9 FT) .
 AB6054'OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION, DISTRICT 7
 AB6054'DEPUTY DIRECTOR, 1001 ST MARYS PIKE, SIDNEY, OHIO 45365. THE MARK IS
 AB6054'ACCESSIBLE ONLY BY ARRANGEMENT.  CONTACT THE ODOT AUGLAIZE COUNTY
 AB6054'SUPERINTENDENT, (419) 738-4214, FOR ACCESS TO MARK. NOTE--SLEEVE DEPTH
 AB6054'DOES NOT MEET CLASS A REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1281 ***********************************************************************
 KY1281  DESIGNATION -  AUGUSTA
 KY1281  PID         -  KY1281
 KY1281  STATE/COUNTY-  OH/CARROLL
 KY1281  USGS QUAD   -  MINERVA (1994)
 KY1281
 KY1281                         *CURRENT SURVEY CONTROL
 KY1281  ___________________________________________________________________
 KY1281* NAD 83(1986)-  40 40 28.     (N)    081 02 53.     (W)     SCALED    
 KY1281* NAVD 88     -       318.322  (meters)    1044.36   (feet)  ADJUSTED  
 KY1281  ___________________________________________________________________
 KY1281  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KY1281  DYNAMIC HT  -         318.165 (meters)    1043.85  (feet)  COMP
 KY1281  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 KY1281
 KY1281  VERT ORDER  -  SECOND    CLASS 0
 KY1281
 KY1281.The horizontal coordinates were scaled from a topographic map and have
 KY1281.an estimated accuracy of +/- 6 seconds.
 KY1281
 KY1281.The orthometric height was determined by differential leveling
 KY1281.and adjusted by the National Geodetic Survey in June 1991..
 KY1281
 KY1281.The geoid height was determined by GEOID03.
 KY1281
 KY1281.The dynamic height is computed by dividing the NAVD 88
 KY1281.geopotential number by the normal gravity value computed on the
 KY1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1281.degrees latitude (g = 980.6199 gals.).
 KY1281
 KY1281.The modeled gravity was interpolated from observed gravity values.
 KY1281
 KY1281;                    North         East    Units  Estimated Accuracy
 KY1281;SPC OH N     -   112,930.      722,750.      MT  (+/- 180 meters Scaled)
 KY1281
 KY1281                          SUPERSEDED SURVEY CONTROL
 KY1281
 KY1281  NGVD 29 (??/??/92)  318.496  (m)         1044.93   (f) ADJ UNCH    2 0
 KY1281
 KY1281.Superseded values are not recommended for survey control.
 KY1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1281.See file dsdata.txt to determine how the superseded data were derived.
 KY1281
 KY1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF959026(NAD 83)
 KY1281_MARKER: DB = BENCH MARK DISK
 KY1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1281+STABILITY: SURFACE MOTION
 KY1281
 KY1281  HISTORY     - Date     Condition        Report By
 KY1281  HISTORY     - UNK      MONUMENTED       CGS
 KY1281  HISTORY     - 1934     GOOD             NGS
 KY1281
 KY1281                          STATION DESCRIPTION
 KY1281
 KY1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KY1281'AT AUGUSTA.
 KY1281'AT AUGUSTA, CARROLL COUNTY, ON THE ALLIANCE BRANCH OF THE NEW
 KY1281'YORK CENTRAL RAILROAD, 14 YARDS EAST OF THE SOUTHEAST CORNER OF
 KY1281'THE STATION, AT A GRAVEL-ROAD CROSSING, 30 YARDS NORTHEAST OF THE
 KY1281'INTERSECTION OF THE EAST RAIL AND THE CENTERLINE OF THE ROAD,
 KY1281'24 YARDS EAST OF THE EAST RAIL, 12 YARDS NORTH OF THE CENTERLINE
 KY1281'OF THE GRAVEL ROAD, 2 YARDS NORTH OF A SOUTHWEST FENCE CORNER,
 KY1281'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 KY1281'DISK, SET IN THE TOP O A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3267 ***********************************************************************
 KY3267  DESIGNATION -  AUGUSTA
 KY3267  PID         -  KY3267
 KY3267  STATE/COUNTY-  OH/CARROLL
 KY3267  USGS QUAD   -  KENSINGTON (1994)
 KY3267
 KY3267                         *CURRENT SURVEY CONTROL
 KY3267  ___________________________________________________________________
 KY3267* NAD 83(1995)-  40 41 27.52308(N)    080 59 10.03797(W)     ADJUSTED  
 KY3267* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 KY3267  ___________________________________________________________________
 KY3267  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 KY3267  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KY3267
 KY3267  HORZ ORDER  -  FIRST
 KY3267
 KY3267.The horizontal coordinates were established by classical geodetic methods
 KY3267.and adjusted by the National Geodetic Survey in April 1998..
 KY3267
 KY3267.The orthometric height was scaled from a topographic map.
 KY3267
 KY3267.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3267
 KY3267.The geoid height was determined by GEOID03.
 KY3267
 KY3267;                    North         East     Units Scale Factor Converg.
 KY3267;SPC OH N     -   114,856.297   727,951.993   MT  0.99996063   +0 59 40.4
 KY3267;UTM  17      - 4,504,453.773   501,172.624   MT  0.99960002   +0 00 32.6
 KY3267
 KY3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3267!SPC OH N     -   0.99994179  x   0.99996063  =   0.99990243
 KY3267!UTM  17      -   0.99994179  x   0.99960002  =   0.99954184
 KY3267
 KY3267|---------------------------------------------------------------------|
 KY3267| PID    Reference Object                     Distance      Geod. Az  |
 KY3267|                                                           dddmmss.s |
 KY3267| CX3168 AUGUSTA RM 1                         24.995 METERS 02412     |
 KY3267| CX3167 AUGUSTA AZ MK                                      1720136.9 |
 KY3267| CX3169 AUGUSTA RM 2                         27.116 METERS 23424     |
 KY3267|---------------------------------------------------------------------|
 KY3267
 KY3267                          SUPERSEDED SURVEY CONTROL
 KY3267
 KY3267  NAD 83(1986)-  40 41 27.52709(N)    080 59 10.04156(W) AD(       ) 1
 KY3267  NAD 27      -  40 41 27.32100(N)    080 59 10.72100(W) AD(       ) 1
 KY3267
 KY3267.Superseded values are not recommended for survey control.
 KY3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3267.See file dsdata.txt to determine how the superseded data were derived.
 KY3267
 KY3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0117304454(NAD 83)
 KY3267_MARKER: DS = TRIANGULATION STATION DISK
 KY3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3267
 KY3267  HISTORY     - Date     Condition        Report By
 KY3267  HISTORY     - 1950     MONUMENTED       CGS
 KY3267
 KY3267                          STATION DESCRIPTION
 KY3267
 KY3267'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3267'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF KENSINGTON,
 KY3267'7 MILES SOUTHEAST OF MINERVA AND 2 MILES EAST NORTHEAST OF
 KY3267'AUGUSTA ON A GRASSY KNOLL WHICH IS CULTIVATED ON THE NORTH SIDE.
 KY3267'THE MARK IS 33 FEET EAST OF A NORTH-SOUTH FENCELINE AND A ROW OF
 KY3267'APPLE TREES AND 2.5 FEET SOUTH OF A WITNESS POST. THE MARK IS
 KY3267'FLUSH AND IS STAMPED AUGUST 1950.
 KY3267'
 KY3267'REFERENCE MARK NO. 1 IS 15 FEET EAST OF A ROW OF APPLE TREES AND
 KY3267'NEAR THE BRUSH LINE.  IT IS FLUSH WITH THE SURFACE AND IS STAMPED
 KY3267'AUGUSTA NO 1 1950.
 KY3267'
 KY3267'REFERENCE MARK NO. 2 IS 22 FEET SOUTHWEST OF AN OLD FENCE CORNER
 KY3267'POST AND ON THE EAST EDGE OF A THICK BRUSH LINE.  IT IS FLUSH WITH
 KY3267'THE SURFACE AND IS STAMPED AUGUSTA NO 2 1950.
 KY3267'
 KY3267'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 KY3267'FLUSH WITH THE SURFACE, 66 FEET WEST OF THE SOUTHWEST CORNER OF A
 KY3267'HOUSE, 80 FEET SOUTH OF A 24 INCH WALNUT TREE, 44 FEET NORTH
 KY3267'OF A SMALL CHICKEN HOUSE, 16 FEET EAST OF THE EAST EDGE OF A
 KY3267'GARDEN, 2 FEET SOUTHWEST OF A WITNESS POST AND BY SMALL TREES.
 KY3267'THE MARK IS STAMPED AUGUST 1950.
 KY3267'
 KY3267'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 30 AND
 KY3267'STATE ROUTE NO. 9 IN KENSINGTON, GO SOUTH ON STATE ROUTE NO. 9 FOR
 KY3267'3.9 MILES TO A GRAVELED SIDE ROAD LEFT, TURN LEFT ON GRAVELED ROAD
 KY3267'AND GO 1.6 MILES TO A T-ROAD, HERE TURN RIGHT, UPGRADE, FOR 0.3
 KY3267'MILE TO THE TOP OF THE GRADE AND A DIM TRACK LANE ALONG THE SOUTH
 KY3267'EDGE OF A CORN FIELD, TURN RIGHT AND FOLLOW TRACKS TO HIGHEST
 KY3267'POINT OF THE KNOLL AND THE STATION SITE.
 KY3267'
 KY3267'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE DIM TRACK LANE
 KY3267'AT THE TOP OF THE ABOVE MENTIONED GRADE, GO SOUTH, STRAIGHT AHEAD,
 KY3267'FOR 0.3 MILE TO A DRIVEWAY RIGHT LEADING TO A HOUSE COVERED WITH TAN
 KY3267'BRICK SIDING, TURN INTO DRIVEWAY AND GO APPROXIMATELY 500 FEET TO
 KY3267'THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1218 ***********************************************************************
 KY1218  DESIGNATION -  AULTMAN
 KY1218  PID         -  KY1218
 KY1218  STATE/COUNTY-  OH/SUMMIT
 KY1218  USGS QUAD   -  NORTH CANTON (1994)
 KY1218
 KY1218                         *CURRENT SURVEY CONTROL
 KY1218  ___________________________________________________________________
 KY1218* NAD 83(1986)-  40 55 43.     (N)    081 25 10.     (W)     SCALED    
 KY1218* NAVD 88     -       339.237  (meters)    1112.98   (feet)  ADJUSTED  
 KY1218  ___________________________________________________________________
 KY1218  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KY1218  DYNAMIC HT  -         339.081 (meters)    1112.47  (feet)  COMP
 KY1218  MODELED GRAV-     980,155.1   (mgal)                       NAVD 88
 KY1218
 KY1218  VERT ORDER  -  FIRST     CLASS II
 KY1218
 KY1218.The horizontal coordinates were scaled from a topographic map and have
 KY1218.an estimated accuracy of +/- 6 seconds.
 KY1218
 KY1218.The orthometric height was determined by differential leveling
 KY1218.and adjusted by the National Geodetic Survey in June 1991..
 KY1218
 KY1218.The geoid height was determined by GEOID03.
 KY1218
 KY1218.The dynamic height is computed by dividing the NAVD 88
 KY1218.geopotential number by the normal gravity value computed on the
 KY1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1218.degrees latitude (g = 980.6199 gals.).
 KY1218
 KY1218.The modeled gravity was interpolated from observed gravity values.
 KY1218
 KY1218;                    North         East    Units  Estimated Accuracy
 KY1218;SPC OH N     -   140,700.      691,000.      MT  (+/- 180 meters Scaled)
 KY1218
 KY1218                          SUPERSEDED SURVEY CONTROL
 KY1218
 KY1218  NGVD 29 (??/??/92)  339.432  (m)         1113.62   (f) ADJ UNCH    1 2
 KY1218
 KY1218.Superseded values are not recommended for survey control.
 KY1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1218.See file dsdata.txt to determine how the superseded data were derived.
 KY1218
 KY1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF646309(NAD 83)
 KY1218_MARKER: DB = BENCH MARK DISK
 KY1218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1218_SP_SET: BUILDING
 KY1218_STAMPING: AULTMAN 1934
 KY1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1218+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2002
 KY1218
 KY1218  HISTORY     - Date     Condition        Report By
 KY1218  HISTORY     - 1934     MONUMENTED       CGS
 KY1218  HISTORY     - 1953     GOOD             NGS
 KY1218  HISTORY     - 1962     GOOD             NGS
 KY1218  HISTORY     - 19991030 POOR             USPSQD
 KY1218  HISTORY     - 20020925 GOOD             USPSQD
 KY1218
 KY1218                          STATION DESCRIPTION
 KY1218
 KY1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KY1218'AT AULTMAN.
 KY1218'AT AULTMAN, SUMMIT COUNTY, ABOUT 72 YARDS NORTH OF THE NORTH END OF
 KY1218'THE BALTIMORE AND OHIO RAILROAD STATION, ABOUT 12 YARDS NORTHWEST
 KY1218'OF A ROAD CROSSING, IN THE EAST FACE OF A BRICK STORE BUILDING,
 KY1218'0.7 FOOT NORTH OF THE SOUTHEAST CORNER, 29.5 FEET WEST OF THE
 KY1218'WEST RAIL, AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A STANDARD
 KY1218'DISK, STAMPED AULTMAN 1934 AND SET VERTICALLY.
 KY1218
 KY1218                          STATION RECOVERY (1962)
 KY1218
 KY1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 KY1218'RECOVERED IN GOOD CONDITION.
 KY1218
 KY1218                          STATION RECOVERY (1999)
 KY1218
 KY1218'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY1218'MARK RECOVERED IN POOR CONDITION.
 KY1218
 KY1218                          STATION RECOVERY (2002)
 KY1218
 KY1218'RECOVERY NOTE BY US POWER SQUADRON 2002 (JEN)
 KY1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7364 ***********************************************************************
 AA7364  DESIGNATION -  AURAND
 AA7364  PID         -  AA7364
 AA7364  STATE/COUNTY-  OH/HANCOCK
 AA7364  USGS QUAD   -  ARLINGTON (1972)
 AA7364
 AA7364                         *CURRENT SURVEY CONTROL
 AA7364  ___________________________________________________________________
 AA7364* NAD 83(1995)-  40 59 36.93922(N)    083 42 51.18129(W)     ADJUSTED  
 AA7364* NAVD 88     -       246.2    (meters)     808.     (feet)  GPS OBS   
 AA7364  ___________________________________________________________________
 AA7364  X           -     527,863.805 (meters)                     COMP
 AA7364  Y           -  -4,792,232.383 (meters)                     COMP
 AA7364  Z           -   4,162,024.558 (meters)                     COMP
 AA7364  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AA7364  ELLIP HEIGHT-         210.79  (meters)          (10/07/05) GPS OBS
 AA7364  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 AA7364
 AA7364  HORZ ORDER  -  FIRST
 AA7364  ELLP ORDER  -  FOURTH    CLASS I
 AA7364
 AA7364.The horizontal coordinates were established by GPS observations
 AA7364.and adjusted by the National Geodetic Survey in April 1998..
 AA7364
 AA7364.The orthometric height was determined by GPS observations and a
 AA7364.high-resolution geoid model.
 AA7364
 AA7364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7364
 AA7364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7364
 AA7364.The ellipsoidal height was determined by GPS observations
 AA7364.and is referenced to NAD 83.
 AA7364
 AA7364.The geoid height was determined by GEOID03.
 AA7364
 AA7364;                    North         East     Units Scale Factor Converg.
 AA7364;SPC OH N     -   148,060.892   497,841.169   MT  0.99993997   -0 47 51.6
 AA7364;UTM  17      - 4,541,594.646   271,696.030   MT  1.00024156   -1 46 52.4
 AA7364
 AA7364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7364!SPC OH N     -   0.99996694  x   0.99993997  =   0.99990691
 AA7364!UTM  17      -   0.99996694  x   1.00024156  =   1.00020849
 AA7364
 AA7364                          SUPERSEDED SURVEY CONTROL
 AA7364
 AA7364  ELLIP H (04/01/98)  210.82   (m)                       GP(       ) 4 1
 AA7364  NAD 83(1986)-  40 59 36.94905(N)    083 42 51.19262(W) AD(       ) 1
 AA7364
 AA7364.Superseded values are not recommended for survey control.
 AA7364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7364.See file dsdata.txt to determine how the superseded data were derived.
 AA7364
 AA7364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7169641595(NAD 83)
 AA7364_MARKER: DD = SURVEY DISK
 AA7364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7364_STAMPING: AURAND
 AA7364_MARK LOGO: NONE  
 AA7364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7364+STABILITY: SURFACE MOTION
 AA7364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7364+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7364
 AA7364  HISTORY     - Date     Condition        Report By
 AA7364  HISTORY     - 1994     MONUMENTED       OH-063
 AA7364
 AA7364                          STATION DESCRIPTION
 AA7364
 AA7364'DESCRIBED BY HANCOCK COUNTY OHIO 1994 (TF)
 AA7364'DESCRIBED BY THE HANCOCK COUNTY ENGINEER IN OCTOBER 1994. STATION IS
 AA7364'LOCATED 4.2 MI (6.8 KM) EAST OF BENTON RIDGE, IN THE SOUTHEAST QUARTER
 AA7364'OF SECTION 33, T 1 N, R 10 E, LIBERTY TWP., ON SOUTHEAST R/W OF COUNTY
 AA7364'ROAD 313. TO REACH FROM THE INTERSECTION OF INTERSTATE 75 AND US 68,
 AA7364'GO SOUTHEAST 0.2 MI (0.3 KM) ON US 68 TO THE INTERSECTION WITH LIMA
 AA7364'AVENUE, GO SOUTHWEST 3 MI (4.8 KM) ON LIMA AVENUE (COUNTY ROAD 313) TO
 AA7364'THE INTERSECTION WITH TOWNSHIP ROAD 79 AND POINT ON NORTHEAST SIDE OF
 AA7364'INTERSECTION. STATION IS A 3.5 IN DIAMETER BRASS DISK SET ON A 4 FT
 AA7364'(1.2 M) LONG REBAR IMBEDDED IN A 4 FT (1.2 M) DEEP, 10 IN DIAMETER
 AA7364'CONCRETE MONUMENT POURED IN-PLACE. DISK IS 3 IN BELOW THE SURFACE OF
 AA7364'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2767 ***********************************************************************
 MB2767  DESIGNATION -  AURORA
 MB2767  PID         -  MB2767
 MB2767  STATE/COUNTY-  OH/PORTAGE
 MB2767  USGS QUAD   -  AURORA (1964)
 MB2767
 MB2767                         *CURRENT SURVEY CONTROL
 MB2767  ___________________________________________________________________
 MB2767* NAD 83(1995)-  41 19 00.17907(N)    081 20 55.17288(W)     ADJUSTED  
 MB2767* NAVD 88     -       352.87   (+/-2cm)    1157.7    (feet)  VERTCON   
 MB2767  ___________________________________________________________________
 MB2767  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 MB2767  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2767
 MB2767  HORZ ORDER  -  SECOND
 MB2767  VERT ORDER  -  THIRD ? (See Below)
 MB2767
 MB2767.The horizontal coordinates were established by classical geodetic methods
 MB2767.and adjusted by the National Geodetic Survey in April 1998..
 MB2767
 MB2767.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2767.The vertical order pertains to the NGVD 29 superseded value.
 MB2767
 MB2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2767
 MB2767.The geoid height was determined by GEOID03.
 MB2767
 MB2767;                    North         East     Units Scale Factor Converg.
 MB2767;SPC OH N     -   183,868.878   696,395.342   MT  0.99994856   +0 45 22.9
 MB2767;UTM  17      - 4,573,975.178   470,818.022   MT  0.99961048   -0 13 48.7
 MB2767
 MB2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2767!SPC OH N     -   0.99994994  x   0.99994856  =   0.99989850
 MB2767!UTM  17      -   0.99994994  x   0.99961048  =   0.99956044
 MB2767
 MB2767|---------------------------------------------------------------------|
 MB2767| PID    Reference Object                     Distance      Geod. Az  |
 MB2767|                                                           dddmmss.s |
 MB2767| CC9724 AURORA RM 4                          13.156 METERS 08028     |
 MB2767| MB2802 AURORA TEMP POINT                   108.861 METERS 19139     |
 MB2767| MB2801 AURORA 2                             31.539 METERS 20135     |
 MB2767| MB2755 HUDSON NE MUN TANK                  APPROX.10.6 KM 2233851.9 |
 MB2767| CC9722 AURORA RM 2                          12.495 METERS 27528     |
 MB2767| CC9720 AURORA AZ MK                                       2791005.4 |
 MB2767| MB2766 AURORA MUNICIPAL TANK                 9.748 METERS 31039     |
 MB2767| CC9721 AURORA RM 1                          11.726 METERS 34653     |
 MB2767| CC9723 AURORA RM 3                           5.222 METERS 35102     |
 MB2767|---------------------------------------------------------------------|
 MB2767
 MB2767                          SUPERSEDED SURVEY CONTROL
 MB2767
 MB2767  NAD 83(1986)-  41 19 00.18854(N)    081 20 55.17237(W) AD(       ) 2
 MB2767  NAD 27      -  41 18 59.98840(N)    081 20 55.79074(W) AD(       ) 2
 MB2767  NGVD 29 (07/19/86)  353.06   (m)         1158.3    (f) LEVELING    3  
 MB2767
 MB2767.Superseded values are not recommended for survey control.
 MB2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2767.See file dsdata.txt to determine how the superseded data were derived.
 MB2767
 MB2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7081873975(NAD 83)
 MB2767_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2767
 MB2767  HISTORY     - Date     Condition        Report By
 MB2767  HISTORY     - 1951     MONUMENTED       CGS
 MB2767  HISTORY     - 1972     SEE DESCRIPTION  NGS
 MB2767  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MB2767
 MB2767                          STATION DESCRIPTION
 MB2767
 MB2767'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2767'STATION IS LOCATED JUST WEST OF THE TOWN OF AURORA, ABOUT 400 FEET
 MB2767'SOUTHEAST OF THE INTERSECTION OF
 MB2767'STATE HIGHWAY 43 AND 82 AND ABOUT 160 FEET NORTH OF MAPLE LANE.  IT
 MB2767'IS 136 FEET EAST OF THE CENTER OF
 MB2767'STATE HIGHWAY 43, 11 FEET SOUTHEAST OF THE SOUTHEAST LEG
 MB2767'OF THE AURORA MUNICIPAL WATER TANK AND 9 FEET
 MB2767'SOUTHEAST OF A WHITE WITNESS POST.  THE
 MB2767'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED AURORA
 MB2767'1951.
 MB2767'
 MB2767'REFERENCE MARK NO. 1 IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE
 MB2767'CONCRETE FOOTING OF THE NORTHEAST
 MB2767'LEG OF THE WATER TANK.  THE DISK IS STAMPED AURORA NO 1 1951.
 MB2767'
 MB2767'REFERENCE MARK NO. 2 IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE
 MB2767'CONCRETE FOOTING OF THE SOUTHWEST
 MB2767'LEG OF THE WATER TANK.  THE DISK IS STAMPED AURORA NO 2 1951.
 MB2767'
 MB2767'AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 82, 2
 MB2767'FEET SOUTH OF A WHITE WITNESS
 MB2767'POST AND 1 FOOT SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4
 MB2767'INCHES AND THE DISK IS STAMPED
 MB2767'AURORA 1951.
 MB2767'
 MB2767'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAYS 82
 MB2767'AND 43 WHICH IS ABOUT 400 FEET
 MB2767'NORTHWEST OF THE STATION, GO WEST ON HIGHWAY 82 FOR 0.15 MILE TO THE
 MB2767'MARK ON THE LEFT, SOUTH SIDE OF THE
 MB2767'ROAD AS DESCRIBED.
 MB2767'
 MB2767'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MB2767
 MB2767                          STATION RECOVERY (1972)
 MB2767
 MB2767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MB2767'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN APPARENT
 MB2767'GOOD CONDITION.
 MB2767'HOWEVER, THE AZIMUTH MARK IS NOW OBSTRUCTED BY A NEW
 MB2767'BUILDING IN A SHOPPING CENTER.  THE
 MB2767'CITY OF AURORA IS CONSIDERING REMOVING
 MB2767'THE OLD WATER TANK AT THE STATION SITE AND THE CITY
 MB2767'ENGINEER DID
 MB2767'NOT KNOW WHETHER OR NOT THE OLD CONCRETE FOOTINGS IN WHICH THE
 MB2767'REFERENCE MARKS NO. 1
 MB2767'AND NO. 2 ARE SET WOULD BE DESTROYED.  THE STATION IS
 MB2767'IN A SAFE LOCATION AND WILL
 MB2767'NOT BE DISTURBED IF THE TANK IS DISMANTLED.
 MB2767'THE NEW REFERENCE MARKS NO. 3 AND NO. 4 WERE
 MB2767'ESTABLISHED THIS DATE.
 MB2767'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED
 MB2767'BETWEEN
 MB2767'REFERENCE MARK NO. 2 AND THE OTHER REFERENCE MARKS.  IN CHECKING THE
 MB2767'HORIZONTAL ANGLE
 MB2767'OBSERVED THIS DATE BETWEEN REFERENCE MARK NO. 1 AND
 MB2767'REFERENCE MARK NO. 2 AGAINST THE
 MB2767'1951 VALUE, A DISCREPANCY OF PLUS 01 MIN.
 MB2767'07.3 SEC. WAS NOTED.  IN CHECKING THE HORIZONTAL
 MB2767'MEASURED DISTANCES BETWEEN
 MB2767'THE STATION AND THE REFERENCE MARKS A DISCREPANCY OF PLUS 0.01 OF A
 MB2767'FOOT WAS NOTED FOR
 MB2767'REFERENCE MARK NO. 2
 MB2767'
 MB2767'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 MB2767'
 MB2767'THE STATION IS LOCATED NEAR THE WEST SIDE OF AURORA AT THE SITE OF
 MB2767'THE OLD CITY WATER
 MB2767'TANK, AND IS ON CITY OWNED PROPERTY.
 MB2767'
 MB2767'TO REACH THE STATION FROM THE VILLAGE HALL IN AURORA, GO NORTHERLY
 MB2767'ON CHILLICOTHE
 MB2767'ROAD FOR ABOUT 0.25 OF A MILE TO THE STATION ON THE
 MB2767'RIGHT AS DESCRIBED.
 MB2767'
 MB2767'THE STATION IS ABOUT 400 FEET SOUTHEAST OF THE INTERSECTION OF
 MB2767'STATE HIGHWAYS 82
 MB2767'AND 43, 152 FEET NORTH OF THE APPROXIMATE CENTER OF
 MB2767'STATE ROUTE 43 (CHILLICOTHE ROAD),
 MB2767'114 FEET SOUTHWEST OF THE SOUTHEAST
 MB2767'CORNER OF A CONCRETE BLOCK BUILDING, 98 FEET
 MB2767'SOUTHEAST OF THE SOUTHWEST
 MB2767'CORNER OF THE CONCRETE BLOCK BUILDING, 14 FEET NORTHWEST OF A
 MB2767'10-INCH APPLE
 MB2767'TREE, AND 1.0 FOOT NORTHEAST OF A METAL WITNESS POST AND SIGN.
 MB2767'IT IS A STANDARD DISK
 MB2767'SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE
 MB2767'MONUMENT AND THE DISK IS STAMPED AURORA
 MB2767'1951.  NOTE 1A AND 7A.
 MB2767'
 MB2767'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MB2767'IN TOP OF THE
 MB2767'CONCRETE FOOTING OF THE NORTHWEST LEG OF THE WATER TANK,
 MB2767'AND THE DISK IS STAMPED AURORA
 MB2767'NO 1 1951.  NO NOTE.
 MB2767'
 MB2767'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MB2767'IN THE TOP OF THE
 MB2767'CONCRETE FOOTING OF THE SOUTHWEST LEG OF THE WATER
 MB2767'TANK, AND THE DISK IS STAMPED SURORA
 MB2767'NO 2 1951.  NO NOTE.
 MB2767'
 MB2767'REFERENCE MARK NO. 3 IS 168 FEET NORTH OF THE APPROXIMATE CENTER OF
 MB2767'MAPLE STREET, 102
 MB2767'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE
 MB2767'BLOCK BUILDING, 81 FEET SOUTHEAST OF
 MB2767'THE SOUTHWEST CORNER OF THE CONCRETE
 MB2767'BLOCK BUILDING, 31 FEET NORTH OF THE 10-INCH APPLE
 MB2767'TREE, AND 1.0 FOOT
 MB2767'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 MB2767'THE TOP OF AN
 MB2767'11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 MB2767'STAMPED AURORA 1951 NO 3
 MB2767'1972.  NOTE 11B.
 MB2767'
 MB2767'REFERENCE MARK NO. 4 IS 159 FEET WEST OF THE APPROXIMATE CENTER OF
 MB2767'MAPLE STREET, 110
 MB2767'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE
 MB2767'BLOCK BUILDING, 90 FEET SOUTHWEST OF
 MB2767'THE SOUTHEAST CORNER OF THE CONCRETE
 MB2767'BLOCK BUILDING, 39 FEET EAST-NORTHEAST OF THE 10-INCH
 MB2767'APPLE TREE, AND
 MB2767'1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 MB2767'DISK SET IN THE TOP
 MB2767'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2
 MB2767'INCHES AND THE DISK IS STAMPED
 MB2767'AURORA 1951 NO 4 1972. NOTE 11B.
 MB2767'
 MB2767'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 MB2767'REFERENCE MARK NO.
 MB2767'4 IS 46.25 FEET - 14.097 METERS.
 MB2767'
 MB2767'THE AZIMUTH MARK IS 29 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 MB2767'ROUTE 82, 1 FOOT
 MB2767'SOUTH OF A TELEPHONE POLE, AND 1.0 FOOT NORTH OF A METAL
 MB2767'WITNESS POST AND SIGN.  IT IS A
 MB2767'STANDARD DISK SET IN THE TOP OF A 10-INCH,
 MB2767'SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 MB2767'AND THE DISK IS
 MB2767'STAMPED AURORA 1951.  NOTE 16A
 MB2767'
 MB2767'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTES 82
 MB2767'AND 43 ABOUT 400
 MB2767'FEET NORTHWEST OF THE STATION, GO WEST ON STATE ROUTE
 MB2767'82 FOR 0.15 OF A MILE TO THE MARK
 MB2767'ON THE LEFT, ALONG SOUTH RIGHT-OF-WAY
 MB2767'AS DESCRIBED.
 MB2767'
 MB2767'NOTE- THE REFERENCE MARKS NO. 1 AND NO. 2 WERE LEFT INTACT AS THEY
 MB2767'MAY NEVER BE
 MB2767'DESTROYED.
 MB2767'
 MB2767'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED IN WEST
 MB2767'SECTION OF AURORA.
 MB2767
 MB2767                          STATION RECOVERY (1977)
 MB2767
 MB2767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2767'THE STATION MARK, REFERENCE MARKS 1, 2, 3, AND 4, AND THE
 MB2767'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  DIFFERENCES OF
 MB2767'0.004 METER SHORTER TO REFERENCE MARK 2 AND 1 MINUTE 7 SECONDS
 MB2767'BETWEEN REFERENCE MARKS 1 AND 2 WERE NOTED AND VERIFIED AT THIS
 MB2767'TIME.  NO DATA AVAILABLE FOR COMPARISONS TO REFERENCE MARKS 3
 MB2767'AND 4.
 MB2767'
 MB2767'THE STATION MARK, REFERENCE MARKS 1, 2, 3, AND 4 WERE TO BE
 MB2767'DESTROYED SHORTLY AFTER THIS OCCUPATION, BY CONSTRUCTION OF A
 MB2767'PAVED PARKING AREA.  AURORA 2 WITH REFERENCE MARKS 5 AND 6 WERE
 MB2767'ESTABLISHED AT THIS TIME.
 MB2767'
 MB2767'DESCRIBED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2801 ***********************************************************************
 MB2801  DESIGNATION -  AURORA 2
 MB2801  PID         -  MB2801
 MB2801  STATE/COUNTY-  OH/PORTAGE
 MB2801  USGS QUAD   -  AURORA (1964)
 MB2801
 MB2801                         *CURRENT SURVEY CONTROL
 MB2801  ___________________________________________________________________
 MB2801* NAD 83(1995)-  41 18 59.22839(N)    081 20 55.67154(W)     ADJUSTED  
 MB2801* NAVD 88     -       353.40   (+/-2cm)    1159.4    (feet)  VERTCON   
 MB2801  ___________________________________________________________________
 MB2801  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 MB2801  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2801
 MB2801  HORZ ORDER  -  FIRST
 MB2801  VERT ORDER  -  THIRD ? (See Below)
 MB2801
 MB2801.The horizontal coordinates were established by classical geodetic methods
 MB2801.and adjusted by the National Geodetic Survey in April 1998..
 MB2801
 MB2801.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2801.The vertical order pertains to the NGVD 29 superseded value.
 MB2801
 MB2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2801
 MB2801.The geoid height was determined by GEOID03.
 MB2801
 MB2801;                    North         East     Units Scale Factor Converg.
 MB2801;SPC OH N     -   183,839.400   696,384.133   MT  0.99994854   +0 45 22.6
 MB2801;UTM  17      - 4,573,945.908   470,806.310   MT  0.99961049   -0 13 49.0
 MB2801
 MB2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2801!SPC OH N     -   0.99994986  x   0.99994854  =   0.99989840
 MB2801!UTM  17      -   0.99994986  x   0.99961049  =   0.99956037
 MB2801
 MB2801|---------------------------------------------------------------------|
 MB2801| PID    Reference Object                     Distance      Geod. Az  |
 MB2801|                                                           dddmmss.s |
 MB2801| CC9725 AURORA 2 RM 5                        29.043 METERS 11003     |
 MB2801| CC9726 AURORA 2 RM 6                        25.165 METERS 15429     |
 MB2801| CC9720 AURORA AZ MK                                       2834035.4 |
 MB2801| MB2805 AURORA N MUN TANK                   APPROX. 1.5 KM 3270118.8 |
 MB2801|---------------------------------------------------------------------|
 MB2801
 MB2801                          SUPERSEDED SURVEY CONTROL
 MB2801
 MB2801  NAD 83(1986)-  41 18 59.23789(N)    081 20 55.67102(W) AD(       ) 1
 MB2801  NAD 27      -  41 18 59.03771(N)    081 20 56.28938(W) AD(       ) 1
 MB2801  NGVD 29 (07/19/86)  353.59   (m)         1160.1    (f) LEVELING    3  
 MB2801
 MB2801.Superseded values are not recommended for survey control.
 MB2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2801.See file dsdata.txt to determine how the superseded data were derived.
 MB2801
 MB2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7080673946(NAD 83)
 MB2801_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2801_STAMPING: AURORA 2 1977
 MB2801_MARK LOGO: NGS   
 MB2801
 MB2801  HISTORY     - Date     Condition        Report By
 MB2801  HISTORY     - 1978     MONUMENTED       NGS
 MB2801
 MB2801                          STATION DESCRIPTION
 MB2801
 MB2801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 MB2801'STATION IS LOCATED IN THE TOWN OF AURORA. PERMISSION TO BUILD
 MB2801'THE STATION WAS GIVEN BY AURORA MAYOR, MR. GORDON H. WALKER,
 MB2801'POST OFFICE BOX 217, 130 SOUTH CHILLICOTHE ROAD, AURORA, OHIO
 MB2801'44202.
 MB2801'
 MB2801'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AND
 MB2801'82 IN AURORA, GO SOUTHERLY ON STATE HIGHWAY 43 FOR 0.1 MILE
 MB2801'JUST BEFORE REACHING MAPLE LANE ROAD AND STATION ON THE LEFT.
 MB2801'
 MB2801'STATION MARKS, STAMPED---AURORA 2 1977---, ARE STANDARD DISKS.
 MB2801'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 MB2801'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 60.9 FEET NORTH
 MB2801'OF THE CENTER OF MAPLE LANE ROAD, 46 FEET EAST OF THE CENTER OF
 MB2801'STATE HIGHWAY 43 AND 43 FEET SOUTH-SOUTHWEST OF THE CORNER
 MB2801'OF A BUILDING. THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MB2801'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MB2801'
 MB2801'REFERENCE MARK 5, STAMPED---AURORA 2 NO 5 1977---, IS A
 MB2801'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 MB2801'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 29.3 FEET NORTH
 MB2801'OF THE CENTER OF MAPLE LANE ROAD, 19 FEET NORTHWEST OF A LARGE
 MB2801'MAPLE TREE, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 MB2801'
 MB2801'REFERENCE MARK 6, STAMPED---AURORA 2 NO 6 1977---, IS A
 MB2801'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 MB2801'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND. IT IS 26 FEET
 MB2801'EAST OF THE CENTER OF STATE HIGHWAY 43, 23 FEET SOUTH OF THE
 MB2801'CENTER OF MAPLE LANE ROAD AND 2 FEET NORTH OF A METAL WITNESS
 MB2801'POST AND SIGN.
 MB2801'
 MB2801'AZIMUTH MARK, STAMPED---AURORA 1951---, IS A STANDARD DISK SET
 MB2801'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 MB2801'INCHES ABOVE THE GROUND. IT IS 30.5 FEET SOUTH OF THE CENTER
 MB2801'OF STATE HIGHWAY 82, 1 FOOT SOUTHEAST OF A TELEPHONE POLE AND
 MB2801'1 FOOT NORTH OF A METAL WITNESS POST.
 MB2801'
 MB2801'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 MB2801'43 AND 82, GO WEST ON STATE HIGHWAY 82 FOR 0.15 MILE TO THE
 MB2801'AZIMUTH MARK ON THE LEFT.
 MB2801'
 MB2801'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 MB2801'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 34.4 METERS.
 MB2801'
 MB2801'DESCRIBED BY K.R. WALLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2781 ***********************************************************************
 MB2781  DESIGNATION -  AURORA CARLON CO TANK
 MB2781  PID         -  MB2781
 MB2781  STATE/COUNTY-  OH/PORTAGE
 MB2781  USGS QUAD   -  AURORA (1964)
 MB2781
 MB2781                         *CURRENT SURVEY CONTROL
 MB2781  ___________________________________________________________________
 MB2781* NAD 83(1995)-  41 18 06.02720(N)    081 17 01.93282(W)     ADJUSTED  
 MB2781* NAVD 88     -                                                        
 MB2781  ___________________________________________________________________
 MB2781  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 MB2781  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2781
 MB2781  HORZ ORDER  -  THIRD
 MB2781
 MB2781.The horizontal coordinates were established by classical geodetic methods
 MB2781.and adjusted by the National Geodetic Survey in April 1998..
 MB2781
 MB2781
 MB2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2781
 MB2781.The geoid height was determined by GEOID03.
 MB2781
 MB2781;                    North         East     Units Scale Factor Converg.
 MB2781;SPC OH N     -   182,272.167   701,842.706   MT  0.99994746   +0 47 56.2
 MB2781;UTM  17      - 4,572,285.498   476,235.251   MT  0.99960695   -0 11 14.5
 MB2781
 MB2781                          SUPERSEDED SURVEY CONTROL
 MB2781
 MB2781  NAD 83(1986)-  41 18 06.03617(N)    081 17 01.93235(W) AD(       ) 4
 MB2781  NAD 27      -  41 18 05.83590(N)    081 17 02.55927(W) AD(       ) 3
 MB2781
 MB2781.Superseded values are not recommended for survey control.
 MB2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2781.See file dsdata.txt to determine how the superseded data were derived.
 MB2781
 MB2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7623572285(NAD 83)
 MB2781_MARKER: Z = SEE DESCRIPTION
 MB2781_SETTING: 0 = UNSPECIFIED SETTING
 MB2781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2781
 MB2781  HISTORY     - Date     Condition        Report By
 MB2781  HISTORY     - 1977     MONUMENTED       NGS
 MB2781
 MB2781                          STATION DESCRIPTION
 MB2781
 MB2781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2781'THE STATION IS THE APEX OF VENT ATOP THE AURORA CARLON COMPANY
 MB2781'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP
 MB2781'AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR TUBULAR LEGS.  IT
 MB2781'IS GREEN IN COLOR AND APPROXIMATELY 130 FEET HIGH.
 MB2781'
 MB2781'IT IS LOCATED ABOUT 3.3 MILES EAST-SOUTHEAST OF AURORA, 0.45
 MB2781'MILE SOUTH OF STATE HIGHWAY 82, 200 FEET EAST OF CHAMBERLAIN
 MB2781'ROAD AND AT THE PLANT COMPLEX.
 MB2781'
 MB2781'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2766 ***********************************************************************
 MB2766  DESIGNATION -  AURORA MUNICIPAL TANK
 MB2766  PID         -  MB2766
 MB2766  STATE/COUNTY-  OH/PORTAGE
 MB2766  USGS QUAD   -  AURORA (1964)
 MB2766
 MB2766                         *CURRENT SURVEY CONTROL
 MB2766  ___________________________________________________________________
 MB2766* NAD 83(1995)-  41 19 00.38489(N)    081 20 55.49088(W)     ADJUSTED  
 MB2766* NAVD 88     -                                                        
 MB2766  ___________________________________________________________________
 MB2766  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 MB2766  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2766
 MB2766  HORZ ORDER  -  THIRD
 MB2766
 MB2766.The horizontal coordinates were established by classical geodetic methods
 MB2766.and adjusted by the National Geodetic Survey in April 1998..
 MB2766
 MB2766
 MB2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2766
 MB2766.The geoid height was determined by GEOID03.
 MB2766
 MB2766;                    North         East     Units Scale Factor Converg.
 MB2766;SPC OH N     -   183,875.129   696,387.863   MT  0.99994856   +0 45 22.7
 MB2766;UTM  17      - 4,573,981.555   470,810.654   MT  0.99961049   -0 13 48.9
 MB2766
 MB2766                          SUPERSEDED SURVEY CONTROL
 MB2766
 MB2766  NAD 83(1986)-  41 19 00.39468(N)    081 20 55.49001(W) AD(       ) 4
 MB2766  NAD 27      -  41 19 00.19421(N)    081 20 56.10871(W) AD(       ) 3
 MB2766
 MB2766.Superseded values are not recommended for survey control.
 MB2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2766.See file dsdata.txt to determine how the superseded data were derived.
 MB2766
 MB2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7081173982(NAD 83)
 MB2766
 MB2766  HISTORY     - Date     Condition        Report By
 MB2766  HISTORY     - 1950     MONUMENTED       CGS
 MB2766  HISTORY     - 1951     SEE DESCRIPTION  CGS
 MB2766  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MB2766
 MB2766                          STATION DESCRIPTION
 MB2766
 MB2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2766'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF AURORA AND IN
 MB2766'THE SOUTHEAST
 MB2766'ANGLE OF U.S. HIGHWAY NO 82 AND STATE ROUTE NO 43.  IT IS A FOUR
 MB2766'LEGGED STEEL STRUCTURE ABOUT 75 FEET
 MB2766'HIGH PAINTED BLACK.  THE POINT OBSERVED UPON, FINIAL IN THE APEX
 MB2766'OF THE TANK ROOF.
 MB2766
 MB2766                          STATION RECOVERY (1951)
 MB2766
 MB2766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2766'STATION IS LOCATED JUST WEST OF THE TOWN OF AURORA, ABOUT 400
 MB2766'FEET SOUTHEAST OF
 MB2766'THE INTERSECTION OF STATE HIGHWAYS 43 AND 82 AND ABOUT 160 FEET NORTH
 MB2766'OF MAPLE LANE.  IT IS A STEEL
 MB2766'ELEVATED TANK, PAINTED BLACK AND IS ABOUT 115 FEET HIGH.
 MB2766'
 MB2766'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION AURORA AND
 MB2766'THE DISTANCE FOUND TO BE 32.0
 MB2766'FEET, 9.75 METERS.
 MB2766
 MB2766                          STATION RECOVERY (1977)
 MB2766
 MB2766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2766'THE STATION WAS NOT RECOVERED, WITH DESCRIPTION IN QUAD
 MB2766'410812-1002.
 MB2766'
 MB2766'THE WATER TANK HAS BEEN TORN DOWN AND DESTROYED.
 MB2766'
 MB2766'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2805 ***********************************************************************
 MB2805  DESIGNATION -  AURORA N MUN TANK
 MB2805  PID         -  MB2805
 MB2805  STATE/COUNTY-  OH/PORTAGE
 MB2805  USGS QUAD   -  AURORA (1964)
 MB2805
 MB2805                         *CURRENT SURVEY CONTROL
 MB2805  ___________________________________________________________________
 MB2805* NAD 83(1995)-  41 19 40.91310(N)    081 21 31.55490(W)     ADJUSTED  
 MB2805* NAVD 88     -                                                        
 MB2805  ___________________________________________________________________
 MB2805  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 MB2805  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2805
 MB2805  HORZ ORDER  -  THIRD
 MB2805
 MB2805.The horizontal coordinates were established by classical geodetic methods
 MB2805.and adjusted by the National Geodetic Survey in April 1998..
 MB2805
 MB2805
 MB2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2805
 MB2805.The geoid height was determined by GEOID03.
 MB2805
 MB2805;                    North         East     Units Scale Factor Converg.
 MB2805;SPC OH N     -   185,114.232   695,532.820   MT  0.99994944   +0 44 59.0
 MB2805;UTM  17      - 4,575,234.773   469,977.355   MT  0.99961109   -0 14 12.9
 MB2805
 MB2805                          SUPERSEDED SURVEY CONTROL
 MB2805
 MB2805  NAD 83(1986)-  41 19 40.92276(N)    081 21 31.55425(W) AD(       ) 4
 MB2805  NAD 27      -  41 19 40.72259(N)    081 21 32.17119(W) AD(       ) 3
 MB2805
 MB2805.Superseded values are not recommended for survey control.
 MB2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2805.See file dsdata.txt to determine how the superseded data were derived.
 MB2805
 MB2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6997775235(NAD 83)
 MB2805_MARKER: Z = SEE DESCRIPTION
 MB2805_SETTING: 0 = UNSPECIFIED SETTING
 MB2805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2805
 MB2805  HISTORY     - Date     Condition        Report By
 MB2805  HISTORY     - 1977     MONUMENTED       NGS
 MB2805
 MB2805                          STATION DESCRIPTION
 MB2805
 MB2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2805'THE STATION IS THE APEX OF VENT ATOP THE AURORA NORTH MUNICIPAL
 MB2805'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP
 MB2805'AND CONCAVE BOTTOM, SUPPORTED BY SIX TUBULAR LEGS.  IT IS BLUE
 MB2805'IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 MB2805'
 MB2805'IT IS LOCATED ABOUT 1.0 MILE NORTHWEST OF THE CENTER OF AURORA
 MB2805'AND 125 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 43.
 MB2805'
 MB2805'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2799 ***********************************************************************
 MB2799  DESIGNATION -  AURORA S MUN TANK
 MB2799  PID         -  MB2799
 MB2799  STATE/COUNTY-  OH/PORTAGE
 MB2799  USGS QUAD   -  AURORA (1964)
 MB2799
 MB2799                         *CURRENT SURVEY CONTROL
 MB2799  ___________________________________________________________________
 MB2799* NAD 83(1995)-  41 17 11.89046(N)    081 20 30.62876(W)     ADJUSTED  
 MB2799* NAVD 88     -                                                        
 MB2799  ___________________________________________________________________
 MB2799  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 MB2799  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2799
 MB2799  HORZ ORDER  -  THIRD
 MB2799
 MB2799.The horizontal coordinates were established by classical geodetic methods
 MB2799.and adjusted by the National Geodetic Survey in April 1998..
 MB2799
 MB2799
 MB2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2799
 MB2799.The geoid height was determined by GEOID03.
 MB2799
 MB2799;                    North         East     Units Scale Factor Converg.
 MB2799;SPC OH N     -   180,536.210   697,010.485   MT  0.99994642   +0 45 39.1
 MB2799;UTM  17      - 4,570,633.541   471,375.508   MT  0.99961008   -0 13 32.0
 MB2799
 MB2799                          SUPERSEDED SURVEY CONTROL
 MB2799
 MB2799  NAD 83(1986)-  41 17 11.89985(N)    081 20 30.62872(W) AD(       ) 4
 MB2799  NAD 27      -  41 17 11.69886(N)    081 20 31.24809(W) AD(       ) 3
 MB2799
 MB2799.Superseded values are not recommended for survey control.
 MB2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2799.See file dsdata.txt to determine how the superseded data were derived.
 MB2799
 MB2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7137670634(NAD 83)
 MB2799_MARKER: Z = SEE DESCRIPTION
 MB2799_SETTING: 0 = UNSPECIFIED SETTING
 MB2799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2799
 MB2799  HISTORY     - Date     Condition        Report By
 MB2799  HISTORY     - 1977     MONUMENTED       NGS
 MB2799
 MB2799                          STATION DESCRIPTION
 MB2799
 MB2799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2799'THE STATION IS THE APEX OF VENT ATOP THE AURORA SOUTH MUNICIPAL
 MB2799'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP
 MB2799'AND CONCAVE BOTTOM, SUPPORTED BY FIVE TUBULAR LEGS.  IT IS
 MB2799'GREEN IN COLOR AND APPROXIMATELY 60 FEET HIGH.
 MB2799'
 MB2799'IT IS LOCATED ABOUT 2.0 MILES SOUTH OF THE CENTER OF AURORA AND
 MB2799'0.15 MILE EAST OF THE CENTERLINE OF STATE HIGHWAY 43.
 MB2799'
 MB2799'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1455 ***********************************************************************
 MC1455  DESIGNATION -  AUSTERMILLER
 MC1455  PID         -  MC1455
 MC1455  STATE/COUNTY-  OH/HENRY
 MC1455  USGS QUAD   -  MC CLURE (1971)
 MC1455
 MC1455                         *CURRENT SURVEY CONTROL
 MC1455  ___________________________________________________________________
 MC1455* NAD 83(1995)-  41 19 37.48859(N)    083 58 13.80900(W)     ADJUSTED  
 MC1455* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1455  ___________________________________________________________________
 MC1455  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 MC1455  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC1455
 MC1455  HORZ ORDER  -  THIRD
 MC1455
 MC1455.The horizontal coordinates were established by classical geodetic methods
 MC1455.and adjusted by the National Geodetic Survey in April 1998..
 MC1455
 MC1455.The orthometric height was scaled from a topographic map.
 MC1455
 MC1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1455
 MC1455.The geoid height was determined by GEOID03.
 MC1455
 MC1455;                    North         East     Units Scale Factor Converg.
 MC1455;SPC OH N     -   185,421.304   476,904.698   MT  0.99994936   -0 57 57.8
 MC1455;UTM  17      - 4,579,324.689   251,400.831   MT  1.00036065   -1 57 45.3
 MC1455;UTM  16      - 4,579,495.578   753,537.006   MT  1.00039117   +2 00 05.8
 MC1455
 MC1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1455!SPC OH N     -   0.99997296  x   0.99994936  =   0.99992232
 MC1455!UTM  17      -   0.99997296  x   1.00036065  =   1.00033360
 MC1455!UTM  16      -   0.99997296  x   1.00039117  =   1.00036412
 MC1455
 MC1455:                Primary Azimuth Mark                     Grid Az
 MC1455:SPC OH N     -  JAMES                                    063 48 55.3
 MC1455:UTM  17      -  JAMES                                    064 48 42.8
 MC1455:UTM  16      -  JAMES                                    060 50 51.7
 MC1455
 MC1455|---------------------------------------------------------------------|
 MC1455| PID    Reference Object                     Distance      Geod. Az  |
 MC1455|                                                           dddmmss.s |
 MC1455| MC1463 JAMES                               APPROX. 0.9 KM 0625057.5 |
 MC1455|---------------------------------------------------------------------|
 MC1455
 MC1455                          SUPERSEDED SURVEY CONTROL
 MC1455
 MC1455  NAD 83(1995)-  41 19 37.49688(N)    083 58 13.81334(W) AD(       ) 3
 MC1455  NAD 83(1986)-  41 19 37.49880(N)    083 58 13.81891(W) AD(       ) 3
 MC1455  NAD 27      -  41 19 37.31100(N)    083 58 14.01600(W) AD(       ) 3
 MC1455
 MC1455.Superseded values are not recommended for survey control.
 MC1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1455.See file dsdata.txt to determine how the superseded data were derived.
 MC1455
 MC1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5140179325(NAD 83)
 MC1455_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1455_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1455_STAMPING: AUSTERMILLER 1947
 MC1455_MARK LOGO: CGS   
 MC1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1455+STABILITY: SURFACE MOTION
 MC1455
 MC1455  HISTORY     - Date     Condition        Report By
 MC1455  HISTORY     - 1947     MONUMENTED       CGS
 MC1455  HISTORY     - 1963     GOOD             CGS
 MC1455  HISTORY     - 1965     GOOD             USE
 MC1455  HISTORY     - 1980     GOOD             LOCENG
 MC1455  HISTORY     - 1984     GOOD             USPSQD
 MC1455
 MC1455                          STATION DESCRIPTION
 MC1455
 MC1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1455'THE STATION IS 2 MILES NORTH AND 1-1/2 MILES WEST OF WESTHOPE IN SEC.
 MC1455'8, RICHFIELD
 MC1455'TOWNSHIP, ON THE CHAS. F. AUSTERMILLER FARM, AT THE NORTHEAST
 MC1455'FENCE CORNER.  IT IS 1.0 M.
 MC1455'SOUTH OF EW FENCE AND 0.6 M. WEST OF NS FENCE.
 MC1455'
 MC1455'STATION IS 10.9 METERS FROM THE POINT OF INTERSECTION OF THE
 MC1455'CENTERLINE OF EW ROAD AND CENTERLINE OF NS DITCH,
 MC1455'9.8 METERS S OF THE CENTERLINE OF EW ROAD, 5.3 METERS W OF THE
 MC1455'CENTERLINE OF NS DITCH, AND 3.7 METERS S OF THE
 MC1455'CENTERLINE OF EW DITCH.
 MC1455'
 MC1455'A STANDARD DISK STAMPED AUSTERMILLER 1947 AND SET IN THE TOP OF
 MC1455'A CONCRETE
 MC1455'MONUMENT ABOUT 12 BY 12 INCHES AND EMBEDDED SO THAT THE TOP
 MC1455'IS FLUSH WITH THE GROUND
 MC1455'SURFACE.
 MC1455
 MC1455                          STATION RECOVERY (1963)
 MC1455
 MC1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1455'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1455'EXCEPTIONS--THE STATION IS 12.5 METERS SOUTHWEST OF P.I. OF
 MC1455'CENTERLINE OF EAST-WEST ROAD AND 3.7 METERS SOUTH OF THE CENTER
 MC1455'OF A 4 FOOT SQUARE CONCRETE CATCH BASIN.  THE CONCRETE MONUMENT
 MC1455'IS SURROUNDED BY A CONCRETE CAMERA TARGET 8 FEET IN DIAMETER.
 MC1455
 MC1455                          STATION RECOVERY (1965)
 MC1455
 MC1455'RECOVERY NOTE BY US ENGINEERS 1965 (GAL)
 MC1455'TO REACH STA. FROM JCT. OF HWYS. 6 AND 65 AT MCCLURE, TRAVEL
 MC1455'S 3 MI. ON HWY 65 TO CO. ROAD L AND W 1.5 MI.
 MC1455'
 MC1455'THE STA. IS LOCATED IN A 2 M DIA. CONC. TARGET, 11 M S OF
 MC1455'CENTERLINE OF ROAD, 21 M S OF POWER POLE, 3 M S OF CATCH BASIN, AND
 MC1455'2.3 M SE OF TELEPHONE POLE.  THE STA. IS THE SAME ELEVATION AS THE
 MC1455'ROAD.
 MC1455'
 MC1455'THE STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER
 MC1455'STAMPED AUSTERMILLER 1950.  (ELEV--682.91 FEET).
 MC1455
 MC1455                          STATION RECOVERY (1980)
 MC1455
 MC1455'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1455'AUSTERMILLER 1947 RECOVERED GOOD - CONC TARGET IS BROKEN UP.
 MC1455'
 MC1455'MARK IS IN A FIELD DRIVE 1 FOOT BELOW ROAD BRIDGE HAS BEEN REPLACED
 MC1455'WITH A R.C.P.
 MC1455'
 MC1455'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI S. AND 1-1/2 MI
 MC1455'WEST, MCCLURE.
 MC1455
 MC1455                          STATION RECOVERY (1984)
 MC1455
 MC1455'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1455'AUSTERMILLER 1950 FOUND OK.
 MC1455'
 MC1455'DESCRIPTION TELLS OF TEL. POLE THIS IS GONE NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1416 ***********************************************************************
 MC1416  DESIGNATION -  AUSTIN
 MC1416  PID         -  MC1416
 MC1416  STATE/COUNTY-  OH/HENRY
 MC1416  USGS QUAD   -  MC CLURE (1971)
 MC1416
 MC1416                         *CURRENT SURVEY CONTROL
 MC1416  ___________________________________________________________________
 MC1416* NAD 83(1995)-  41 18 04.89639(N)    083 57 38.01783(W)     ADJUSTED  
 MC1416* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 MC1416  ___________________________________________________________________
 MC1416  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 MC1416  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1416
 MC1416  HORZ ORDER  -  THIRD
 MC1416
 MC1416.The horizontal coordinates were established by classical geodetic methods
 MC1416.and adjusted by the National Geodetic Survey in April 1998..
 MC1416
 MC1416.The orthometric height was scaled from a topographic map.
 MC1416
 MC1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1416
 MC1416.The geoid height was determined by GEOID03.
 MC1416
 MC1416;                    North         East     Units Scale Factor Converg.
 MC1416;SPC OH N     -   182,551.398   477,689.029   MT  0.99994743   -0 57 34.3
 MC1416;UTM  17      - 4,576,440.401   252,135.458   MT  1.00035617   -1 57 18.1
 MC1416;UTM  16      - 4,576,668.860   754,469.258   MT  1.00039701   +2 00 25.8
 MC1416
 MC1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1416!SPC OH N     -   0.99997265  x   0.99994743  =   0.99992008
 MC1416!UTM  17      -   0.99997265  x   1.00035617  =   1.00032881
 MC1416!UTM  16      -   0.99997265  x   1.00039701  =   1.00036965
 MC1416
 MC1416:                Primary Azimuth Mark                     Grid Az
 MC1416:SPC OH N     -  RICH ECC                                 002 03 30.1
 MC1416:UTM  17      -  RICH ECC                                 003 03 13.9
 MC1416:UTM  16      -  RICH ECC                                 359 05 30.0
 MC1416
 MC1416|---------------------------------------------------------------------|
 MC1416| PID    Reference Object                     Distance      Geod. Az  |
 MC1416|                                                           dddmmss.s |
 MC1416| MC1483 RICH ECC                            445.132 METERS 0010555.8 |
 MC1416| MC1426 ALVAH                               APPROX. 0.9 KM 1120152.4 |
 MC1416| MC1458 FREASE                              APPROX. 0.5 KM 2273932.8 |
 MC1416|---------------------------------------------------------------------|
 MC1416
 MC1416                          SUPERSEDED SURVEY CONTROL
 MC1416
 MC1416  NAD 83(1995)-  41 18 04.90484(N)    083 57 38.02250(W) AD(       ) 3
 MC1416  NAD 83(1986)-  41 18 04.90697(N)    083 57 38.02785(W) AD(       ) 3
 MC1416  NAD 27      -  41 18 04.72100(N)    083 57 38.22900(W) AD(       ) 3
 MC1416
 MC1416.Superseded values are not recommended for survey control.
 MC1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1416.See file dsdata.txt to determine how the superseded data were derived.
 MC1416
 MC1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5213576440(NAD 83)
 MC1416_MARKER: DS = TRIANGULATION STATION DISK
 MC1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1416_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1416_STAMPING: AUSTIN 1947
 MC1416_MARK LOGO: CGS   
 MC1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1416+STABILITY: SURFACE MOTION
 MC1416
 MC1416  HISTORY     - Date     Condition        Report By
 MC1416  HISTORY     - 1947     MONUMENTED       CGS
 MC1416  HISTORY     - 1963     GOOD             CGS
 MC1416  HISTORY     - 1980     GOOD             LOCENG
 MC1416  HISTORY     - 1984     GOOD             USPSQD
 MC1416
 MC1416                          STATION DESCRIPTION
 MC1416
 MC1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1416'THE STATION IS LOCATED ON THE AUSTIN C. FREASE FARM, 1 MILE WEST AND
 MC1416'0.22 MILE NORTH OF
 MC1416'WESTHOPE IN SEC. 17, RICHFIELD TOWNSHIP.  IT IS 18.8 M.
 MC1416'NORTHWEST OF THE POINT OF
 MC1416'INTERSECTION OF THE CENTERLINE OF THE NS
 MC1416'SECTION ROAD AND THE CENTERLINE OF THE WEST
 MC1416'RIDGE ROAD.
 MC1416'
 MC1416'STATION IS 9.9 METERS NW OF THE POINT OF INTERSECTION OF THE
 MC1416'CENTERLINE OF W RIDGE ROAD AND CENTERLINE OF NS DITCH,
 MC1416'12.6 METERS W OF THE CENTERLINE OF NS SEC ROAD, AND 5.6 METERS N OF
 MC1416'THE CENTERLINE OF W RIDGE ROAD.  STATION IS
 MC1416'8.8 METERS (62 FEET) FROM THE POINT OF INTERSECTION OF THE
 MC1416'CENTERLINES OF NS ROAD AND ROAD NW, S 41 DEG 29 MIN E.
 MC1416'
 MC1416'A STANDARD DISK STAMPED AUSTIN 1947 SET IN THE TOP OF A CONCRETE
 MC1416'MONUMENT ABOUT 10
 MC1416'INCHES IN DIAMETER AND EMBEDDED SO THAT THE TOP IS
 MC1416'2 INCHES ABOVE THE GROUND SURFACE.
 MC1416
 MC1416                          STATION RECOVERY (1963)
 MC1416
 MC1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1416'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1416'EXCEPTIONS--THE STATION IS 6.1 METERS NORTH OF THE CENTERLINE OF A
 MC1416'WEST ROAD AND THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE
 MC1416'CAMERA TARGET 6 FEET IN DIAMETER.
 MC1416
 MC1416                          STATION RECOVERY (1980)
 MC1416
 MC1416'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1416'AUSTIN 1947 RECOVERED GOOD.
 MC1416'
 MC1416'5 FEET S.W. TO POWER POLE.
 MC1416'
 MC1416'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.78 MI S. AND 1 MI W.,
 MC1416'MCCLURE.
 MC1416
 MC1416                          STATION RECOVERY (1984)
 MC1416
 MC1416'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1416'AUSTIN 1947 RECOVERED GOOD.
 MC1416'
 MC1416'ADD W/P TO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2101 ***********************************************************************
 KZ2101  DESIGNATION -  AUSTINE
 KZ2101  PID         -  KZ2101
 KZ2101  STATE/COUNTY-  OH/HARDIN
 KZ2101  USGS QUAD   -  ROUNDHEAD (1982)
 KZ2101
 KZ2101                         *CURRENT SURVEY CONTROL
 KZ2101  ___________________________________________________________________
 KZ2101* NAD 83(1995)-  40 35 12.29105(N)    083 50 11.37480(W)     ADJUSTED  
 KZ2101* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 KZ2101  ___________________________________________________________________
 KZ2101  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 KZ2101  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 KZ2101
 KZ2101  HORZ ORDER  -  FIRST
 KZ2101
 KZ2101.The horizontal coordinates were established by classical geodetic methods
 KZ2101.and adjusted by the National Geodetic Survey in April 1998..
 KZ2101
 KZ2101.The orthometric height was scaled from a topographic map.
 KZ2101
 KZ2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2101
 KZ2101.The geoid height was determined by GEOID03.
 KZ2101
 KZ2101;                    North         East     Units Scale Factor Converg.
 KZ2101;SPC OH N     -   103,038.495   486,861.890   MT  0.99997415   -0 52 40.8
 KZ2101;UTM  17      - 4,496,751.356   259,947.640   MT  1.00030936   -1 50 46.7
 KZ2101
 KZ2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2101!SPC OH N     -   0.99995305  x   0.99997415  =   0.99992720
 KZ2101!UTM  17      -   0.99995305  x   1.00030936  =   1.00026240
 KZ2101
 KZ2101|---------------------------------------------------------------------|
 KZ2101| PID    Reference Object                     Distance      Geod. Az  |
 KZ2101|                                                           dddmmss.s |
 KZ2101| CE6165 AUSTINE RM 1                         33.126 METERS 04001     |
 KZ2101| CE6164 AUSTINE AZ MK                                      0742635.6 |
 KZ2101| KZ2088 FITTRO                              APPROX.19.9 KM 1784956.2 |
 KZ2101| CE6166 AUSTINE RM 2                         35.869 METERS 31607     |
 KZ2101|---------------------------------------------------------------------|
 KZ2101
 KZ2101                          SUPERSEDED SURVEY CONTROL
 KZ2101
 KZ2101  NAD 83(1986)-  40 35 12.30040(N)    083 50 11.38803(W) AD(       ) 1
 KZ2101  NAD 27      -  40 35 12.11900(N)    083 50 11.61900(W) AD(       ) 1
 KZ2101
 KZ2101.Superseded values are not recommended for survey control.
 KZ2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2101.See file dsdata.txt to determine how the superseded data were derived.
 KZ2101
 KZ2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE5994896751(NAD 83)
 KZ2101_MARKER: Z = SEE DESCRIPTION
 KZ2101_SETTING: 0 = UNSPECIFIED SETTING
 KZ2101
 KZ2101  HISTORY     - Date     Condition        Report By
 KZ2101  HISTORY     - 1943     MONUMENTED       CGS
 KZ2101  HISTORY     - 1981     GOOD             OHDT
 KZ2101
 KZ2101                          STATION DESCRIPTION
 KZ2101
 KZ2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2101'THE STATION IS LOCATED ABOUT 2.5 MILES N OF THE SMALL VILLAGE OF
 KZ2101'ROUND HEAD, 0.25 MILE E OF THE
 KZ2101'JUNCTION OF STATE HIGHWAYS 67 AND 69, 96.5 FEET NW
 KZ2101'OF THE NW CORNER OF AN OLD RED
 KZ2101'BRICK FARMHOUSE, 56 FEET S OF THE
 KZ2101'CENTER LINE OF HIGHWAY 67.  THE DISK IS STAMPED
 KZ2101'AUSTINE 1943.
 KZ2101'
 KZ2101'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 KZ2101'DISKS SET IN
 KZ2101'CONCRETE.
 KZ2101'
 KZ2101'REFERENCE MARK 1 IS 108.68 FEET NNE OF THE STATION, 83.7 FEET
 KZ2101'W OF JASON
 KZ2101'CANFIELDS MAILBOX, 29.7 FEET N OF THE CENTER LINE OF
 KZ2101'STATE HIGHWAY 67.  THE MARK
 KZ2101'IS ABOUT 4 FEET LOWER IN ELEVATION
 KZ2101'THAN THE STATION MARK.  THE DISK IS STAMPED
 KZ2101'AUSTINE NO 1 1943.
 KZ2101'
 KZ2101'REFERENCE MARK 2 IS 117.68 FEET NW OF THE STATION, 30.4 FEET
 KZ2101'N OF THE CENTER
 KZ2101'LINE OF HIGHWAY 67.  THE MARK IS LOCATED ON THE
 KZ2101'N EDGE OF A CULTIVATED FIELD AND
 KZ2101'IT IS ABOUT 5 FEET LOWER IN ELEVATION
 KZ2101'THAN THE STATION MARK.  THE DISK IS STAMPED AUSTINE
 KZ2101'NO 2
 KZ2101'1943.
 KZ2101'
 KZ2101'THE AZIMUTH MARK IS 1.2 MILES ENE OF THE STATION, ON THE W
 KZ2101'EDGE OF A
 KZ2101'CULTIVATED FIELD, 16.7 FEET E OF THE CENTER LINE OF A
 KZ2101'GRAVELED ROAD.  THE AZIMUTH
 KZ2101'MARK IS 1 FOOT W OF A N-S FENCELINE.
 KZ2101'THE DISK IS STAMPED AUSTINE 1943.
 KZ2101'
 KZ2101'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE SMALL
 KZ2101'VILLAGE OF ALGER,
 KZ2101'GO W AND S ON HIGHWAY 69 FOR 8.75 MILES TO THE
 KZ2101'JUNCTION OF HIGHWAY 67, HERE TURN
 KZ2101'LEFT ON HIGHWAY 67 AND GO 0.25
 KZ2101'MILE TO THE SUMMIT OF THE HILL AND STATION AS
 KZ2101'DESCRIBED.
 KZ2101'
 KZ2101'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON HIGHWAY
 KZ2101'67 FOR 1.2 MILES
 KZ2101'TO A GRAVELED T-ROAD LEFT, HERE TURN LEFT AND GO
 KZ2101'0.3 MILE TO THE MARK ON THE RIGHT
 KZ2101'AS DESCRIBED.
 KZ2101'
 KZ2101'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION
 KZ2101'AND A 20-FOOT
 KZ2101'STAND IS NEEDED.
 KZ2101'
 KZ2101'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 KZ2101
 KZ2101                          STATION RECOVERY (1981)
 KZ2101
 KZ2101'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1981 (RRH)
 KZ2101'AUSTINE RECOVERED GOOD.
 KZ2101'
 KZ2101'R.M. 1 AND R.M. 2 RECOVERED GOOD.
 KZ2101'
 KZ2101'AZIMUTH MARK AUSTINE DESTROYED.
 KZ2101'
 KZ2101'CONTACTED A FORMER PROPERTY OWNER.  REMOVED BY A BULLDOZER.
 KZ2101'DESCRIPTIONS ARE SUFFICIENT.
 KZ2101'
 KZ2101'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES NORTH OF
 KZ2101'ROUNDHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1132 ***********************************************************************
 MC1132  DESIGNATION -  AVERY
 MC1132  PID         -  MC1132
 MC1132  STATE/COUNTY-  OH/ERIE
 MC1132  USGS QUAD   -  KIMBALL (1969)
 MC1132
 MC1132                         *CURRENT SURVEY CONTROL
 MC1132  ___________________________________________________________________
 MC1132* NAD 83(1995)-  41 22 13.07405(N)    082 38 25.43651(W)     ADJUSTED  
 MC1132* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 MC1132  ___________________________________________________________________
 MC1132  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 MC1132  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 MC1132
 MC1132  HORZ ORDER  -  THIRD
 MC1132
 MC1132.The horizontal coordinates were established by classical geodetic methods
 MC1132.and adjusted by the National Geodetic Survey in April 1998..
 MC1132
 MC1132.The orthometric height was scaled from a topographic map.
 MC1132
 MC1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1132
 MC1132.The geoid height was determined by GEOID03.
 MC1132
 MC1132;                    North         East     Units Scale Factor Converg.
 MC1132;SPC OH N     -   189,192.602   588,254.416   MT  0.99995305   -0 05 32.0
 MC1132;UTM  17      - 4,581,163.169   362,812.528   MT  0.99983162   -1 05 03.6
 MC1132
 MC1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1132!SPC OH N     -   0.99997496  x   0.99995305  =   0.99992801
 MC1132!UTM  17      -   0.99997496  x   0.99983162  =   0.99980658
 MC1132
 MC1132:                Primary Azimuth Mark                     Grid Az
 MC1132:SPC OH N     -  AVERY AZ MK                              182 57 19.3
 MC1132:UTM  17      -  AVERY AZ MK                              183 56 50.9
 MC1132
 MC1132|---------------------------------------------------------------------|
 MC1132| PID    Reference Object                     Distance      Geod. Az  |
 MC1132|                                                           dddmmss.s |
 MC1132| CE6167 AVERY AZ MK                                        1825147.3 |
 MC1132| CE6168 AVERY RM 1                           33.656 METERS 23245     |
 MC1132| CE6169 AVERY RM 2                           34.918 METERS 27735     |
 MC1132| MC1129 PLUM BROOK ORD WORKS TANK 188       APPROX. 1.4 KM 2813926.9 |
 MC1132|---------------------------------------------------------------------|
 MC1132
 MC1132                          SUPERSEDED SURVEY CONTROL
 MC1132
 MC1132  NAD 83(1995)-  41 22 13.07812(N)    082 38 25.44665(W) AD(       ) 3
 MC1132  NAD 83(1986)-  41 22 13.08185(N)    082 38 25.45135(W) AD(       ) 3
 MC1132  NAD 27      -  41 22 12.89075(N)    082 38 25.80525(W) AD(       ) 3
 MC1132
 MC1132.Superseded values are not recommended for survey control.
 MC1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1132.See file dsdata.txt to determine how the superseded data were derived.
 MC1132
 MC1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF6281381163(NAD 83)
 MC1132_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1132
 MC1132  HISTORY     - Date     Condition        Report By
 MC1132  HISTORY     - 1956     MONUMENTED       CGS
 MC1132
 MC1132                          STATION DESCRIPTION
 MC1132
 MC1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1132'THE STATION IS LOCATED ALONG U.S. HIGHWAY 250 AND STATE HIGHWAY 13,
 MC1132'ABOUT 6 MILES SOUTHEAST OF
 MC1132'SANDUSKY, 5-1/2 MILES NORTH NORTHWEST OF MILAN AND ABOUT 4-1/2 MILES
 MC1132'WEST SOUTHWEST OF HURON.  IT IS 71 FEET EAST
 MC1132'OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 250
 MC1132'AND STATE HIGHWAY 13, 51 FEET SOUTHWEST OF THE
 MC1132'SOUTHWEST CORNER OF HOUSE AND 27 FEET
 MC1132'SOUTH OF DRIVEWAY.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 MC1132'GROUND AND THE DISK IS STAMPED
 MC1132'AVERY 1956.
 MC1132'
 MC1132'REFERENCE MARK NO. 1 IS 34 FEET WEST OF THE APPROXIMATE CENTER LINE
 MC1132'OF U.S. HIGHWAY 250 AND STATE
 MC1132'HIGHWAY 13 AND 27 FEET NORTH OF POWER LINE POLE.  THE MARK PROJECTS
 MC1132'ABOUT 2 INCHES AND THE DISK IS
 MC1132'STAMPED AVERY NO 1 1956.
 MC1132'
 MC1132'REFERENCE MARK NO. 2 IS 93 FEET SOUTH OF A POWER LINE POLE AND 34
 MC1132'FEET WEST OF THE APPROXIMATE
 MC1132'CENTER LINE OF U.S. HIGHWAY 250 AND STATE HIGHWAY 13.  THE MARK
 MC1132'PROJECTS ABOUT 2 INCHES AND THE
 MC1132'DISK IS STAMPED AVERY NO 2 1956.
 MC1132'
 MC1132'AZIMUTH MARK IS 18 FEET NORTH OF THE APPROXIMATE CENTER LINE OF ROAD
 MC1132'AND 1-1/2 FEET EAST OF WITNESS
 MC1132'POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED AVERY
 MC1132'1956.
 MC1132'
 MC1132'TO REACH FROM TRAFFIC LIGHT IN MILAN, GO WEST AND NORTHWEST ON U.S.
 MC1132'HIGHWAY 250 AND STATE
 MC1132'HIGHWAY 13 FOR 5.2 MILES TO FARM YARD AND STATION ON RIGHT AS
 MC1132'DESCRIBED.  TO REACH AZIMUTH MARK
 MC1132'FROM STATION, GO SOUTH SOUTHEAST ON U.S. HIGHWAY 250 AND STATE
 MC1132'HIGHWAY 13 FOR 0.75 MILE TO CROSS
 MC1132'ROADS, TURN RIGHT AND GO 0.2 MILE TO MARK ON THE RIGHT
 MC1132'AS DESCRIBED.
 MC1132'
 MC1132'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3133 ***********************************************************************
 JZ3133  DESIGNATION -  AVONDALE
 JZ3133  PID         -  JZ3133
 JZ3133  STATE/COUNTY-  OH/HAMILTON
 JZ3133  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3133
 JZ3133                         *CURRENT SURVEY CONTROL
 JZ3133  ___________________________________________________________________
 JZ3133* NAD 83(1995)-  39 08 38.16941(N)    084 29 31.33877(W)     ADJUSTED  
 JZ3133* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 JZ3133  ___________________________________________________________________
 JZ3133  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 JZ3133  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3133
 JZ3133  HORZ ORDER  -  SECOND
 JZ3133
 JZ3133.The horizontal coordinates were established by classical geodetic methods
 JZ3133.and adjusted by the National Geodetic Survey in April 1998..
 JZ3133
 JZ3133.The orthometric height was scaled from a topographic map.
 JZ3133
 JZ3133.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3133
 JZ3133.The geoid height was determined by GEOID03.
 JZ3133
 JZ3133;                    North         East     Units Scale Factor Converg.
 JZ3133;SPC OH S     -   128,891.274   427,810.530   MT  0.99994467   -1 15 50.4
 JZ3133;UTM  16      - 4,335,745.092   716,742.298   MT  1.00017847   +1 35 01.7
 JZ3133
 JZ3133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3133!SPC OH S     -   0.99996866  x   0.99994467  =   0.99991333
 JZ3133!UTM  16      -   0.99996866  x   1.00017847  =   1.00014712
 JZ3133
 JZ3133|---------------------------------------------------------------------|
 JZ3133| PID    Reference Object                     Distance      Geod. Az  |
 JZ3133|                                                           dddmmss.s |
 JZ3133| CC7765 AVONDALE RM 1                         1.902 METERS 07659     |
 JZ3133| JZ3135 ST FRANCIS DE SALES CATH CH         APPROX. 2.1 KM 1393636.8 |
 JZ3133| CC7766 AVONDALE RM 2                         1.975 METERS 20554     |
 JZ3133| JZ3224 CINCINNATI CHRIST HOSP DOME         APPROX. 3.0 KM 2121644.9 |
 JZ3133| CC7767 AVONDALE RM 3                         1.795 METERS 29253     |
 JZ3133|---------------------------------------------------------------------|
 JZ3133
 JZ3133                          SUPERSEDED SURVEY CONTROL
 JZ3133
 JZ3133  NAD 83(1995)-  39 08 38.17556(N)    084 29 31.34615(W) AD(       ) 2
 JZ3133  NAD 83(1986)-  39 08 38.17313(N)    084 29 31.34916(W) AD(       ) 2
 JZ3133  NAD 27      -  39 08 37.95800(N)    084 29 31.55500(W) AD(       ) 2
 JZ3133
 JZ3133.Superseded values are not recommended for survey control.
 JZ3133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3133.See file dsdata.txt to determine how the superseded data were derived.
 JZ3133
 JZ3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1674235745(NAD 83)
 JZ3133_MARKER: X = CHISELED CROSS
 JZ3133_SETTING: 0 = UNSPECIFIED SETTING
 JZ3133
 JZ3133  HISTORY     - Date     Condition        Report By
 JZ3133  HISTORY     - 1947     MONUMENTED       CGS
 JZ3133  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 JZ3133
 JZ3133                          STATION DESCRIPTION
 JZ3133
 JZ3133'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3133'STATION IS LOCATED IN THE SUBURB OF AVONDALE IN NORTH CINCINNATI IN
 JZ3133'THE SOUTHWEST ANGLE OF THE INTERSECTION OF READING ROAD AND
 JZ3133'ROCKDALE AVENUE IN THE CENTER OF THE SUPERSTRUCTURE IN THE NORTHWEST
 JZ3133'CORNER OF THE ROOF OF THE AVONDALE PUBLIC SCHOOL.  THE MARK
 JZ3133'IS A SQUARE-HEADED LAG SCREW SET IN THE CENTER OF THE SUPERSTRUCTURE
 JZ3133'WITH A CROSS CHISELED IN THE TOP OF THE SCREW.
 JZ3133'
 JZ3133'REFERENCE MARK NO. 1 IS 6.24 FEET EAST-NORTHEAST OF THE STATION IN
 JZ3133'THE PARAPET WALL OF THE SUPERSTRUCTURE.  THE MARK IS A CROSS
 JZ3133'CHISELED ON AN IRON BAR BETWEEN THE ANGLE CORNERS OF THE PARAPET
 JZ3133'WALL.
 JZ3133'
 JZ3133'REFERENCE MARK NO. 2 IS 6.48 FEET SOUTH-SOUTHWEST OF THE STATION IN
 JZ3133'THE PARAPET WALL OF THE SUPERSTRUCTURE.  THE MARK IS A CROSS
 JZ3133'CHISELED ON AN IRON BAR BETWEEN THE ANGLE CORNERS OF THE PARAPET
 JZ3133'WALL.
 JZ3133'
 JZ3133'REFERENCE MARK NO. 3 IS 5.89 FEET WEST-NORTHWEST OF THE STATION IN
 JZ3133'THE PARAPET WALL OF THE SUPERSTRUCTURE.  THE MARK IS A CROSS
 JZ3133'CHISELED ON AN IRON BAR BETWEEN THE ANGLE CORNERS OF THE PARAPET
 JZ3133'WALL.
 JZ3133'
 JZ3133'AZIMUTH MARK - THERE IS NO AZIMUTH MARK AT THIS STATION, BUT ANY ONE
 JZ3133'OF THE CUTS LISTED ABOVE MAY BE USED AS AN AZIMUTH MARK.
 JZ3133'
 JZ3133'TO REACH THE STATION FROM THE INTERSECTION OF READING ROAD AND
 JZ3133'ROCKDALE AVENUE IN THE SUBURB OF AVONDALE, GO WEST ON ROCKDALE
 JZ3133'AVENUE FOR 0.05 MILE TO THE ENTRANCE TO THE REAR OF THE AVONDALE
 JZ3133'PUBLIC SCHOOL ON THE LEFT.  TURN LEFT INTO THE REAR OF THE SCHOOL
 JZ3133'GROUNDS.  BY STAIRWAY ON THE INSIDE OF THE BUILDING, PROCEED TO THE
 JZ3133'TOP OF THE BUILDING AND THE STATION.
 JZ3133'
 JZ3133'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JZ3133
 JZ3133                          STATION RECOVERY (1997)
 JZ3133
 JZ3133'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ3133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6053 ***********************************************************************
 AB6053  CBN         -  This is a Cooperative Base Network Control Station.
 AB6053  PACS        -  This is a Primary Airport Control Station.
 AB6053  DESIGNATION -  AXV A
 AB6053  PID         -  AB6053
 AB6053  STATE/COUNTY-  OH/AUGLAIZE
 AB6053  USGS QUAD   -  NEW KNOXVILLE (1984)
 AB6053
 AB6053                         *CURRENT SURVEY CONTROL
 AB6053  ___________________________________________________________________
 AB6053* NAD 83(1995)-  40 29 45.09795(N)    084 17 17.83254(W)     ADJUSTED  
 AB6053* NAVD 88     -       277.62   (meters)     910.8    (feet)  GPS OBS   
 AB6053  ___________________________________________________________________
 AB6053  X           -     483,415.801 (meters)                     COMP
 AB6053  Y           -  -4,833,203.746 (meters)                     COMP
 AB6053  Z           -   4,120,168.793 (meters)                     COMP
 AB6053  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AB6053  ELLIP HEIGHT-         243.99  (meters)          (03/08/05) GPS OBS
 AB6053  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 AB6053
 AB6053  HORZ ORDER  -  B
 AB6053  ELLP ORDER  -  FOURTH    CLASS II
 AB6053
 AB6053.This mark is at Neil Armstrong Airport (AXV)
 AB6053
 AB6053.The horizontal coordinates were established by GPS observations
 AB6053.and adjusted by the National Geodetic Survey in August 1996..
 AB6053
 AB6053.The orthometric height was determined by GPS observations and a
 AB6053.high-resolution geoid model.
 AB6053
 AB6053.GPS derived orthometric heights for airport stations designated as
 AB6053.PACS or SACS are published to 2 decimal places.  This maintains
 AB6053.centimeter relative accuracy between the PACS and SACS.  It does
 AB6053.not indicate centimeter accuracy relative to other marks which are
 AB6053.part of the NAVD 88 network.
 AB6053
 AB6053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6053
 AB6053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6053
 AB6053.The ellipsoidal height was determined by GPS observations
 AB6053.and is referenced to NAD 83.
 AB6053
 AB6053.The geoid height was determined by GEOID03.
 AB6053
 AB6053;                    North         East     Units Scale Factor Converg.
 AB6053;SPC OH N     -    93,633.391   448,413.958   MT  0.99998861   -1 10 29.3
 AB6053;UTM  16      - 4,486,328.126   729,801.639   MT  1.00025008   +1 45 42.3
 AB6053
 AB6053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6053!SPC OH N     -   0.99996173  x   0.99998861  =   0.99995034
 AB6053!UTM  16      -   0.99996173  x   1.00025008  =   1.00021180
 AB6053
 AB6053|---------------------------------------------------------------------|
 AB6053| PID    Reference Object                     Distance      Geod. Az  |
 AB6053|                                                           dddmmss.s |
 AB6053| LA2421 KNOXPORT AZ MK                      399.166 METERS 25704     |
 AB6053|---------------------------------------------------------------------|
 AB6053
 AB6053                          SUPERSEDED SURVEY CONTROL
 AB6053
 AB6053  ELLIP H (08/20/96)  244.02   (m)                       GP(       ) 4 2
 AB6053
 AB6053.Superseded values are not recommended for survey control.
 AB6053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6053.See file dsdata.txt to determine how the superseded data were derived.
 AB6053
 AB6053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK2980286328(NAD 83)
 AB6053_MARKER: I = METAL ROD
 AB6053_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6053_STAMPING: AXV A 1995
 AB6053_MARK LOGO: OHDT  
 AB6053_PROJECTION: FLUSH
 AB6053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6053+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AB6053_ROD/PIPE-DEPTH: 8.5  meters
 AB6053_SLEEVE-DEPTH  : 0.9 meters
 AB6053
 AB6053  HISTORY     - Date     Condition        Report By
 AB6053  HISTORY     - 1995     MONUMENTED       OHDT
 AB6053  HISTORY     - 20051009 GOOD             ROWEIN
 AB6053
 AB6053                          STATION DESCRIPTION
 AB6053
 AB6053'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CMS)
 AB6053'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) EAST OF NEW KNOXVILLE,
 AB6053'1.4 KM (0.85 MI) NORTH OF THE AUGLAIZE-SHELBY COUNTY LINE, AT THE NEIL
 AB6053'ARMSTRONG AIRPORT, AT THE EAST END OF THE AIRPORT PROPERTY.
 AB6053'OWNERSHIP--AUGLAIZE COUNTY C/O MANAGER GARY L.  KATTERHIENRICH, PO BOX
 AB6053'400 NEW KNOXVILLE OH 45871 PHONE 419-753-2180.  TO REACH FROM THE
 AB6053'JUNCTION OF STATE HIGHWAYS 29 AND 219 IN NEW KNOXVILLE, GO EAST ON
 AB6053'HIGHWAY 219 FOR 2.4 KM (1.50 MI) TO LUTTERBECK-AIRPORT ROAD (CO RD 95)
 AB6053'.  THE STATION IS 38.1 M (125.0 FT) SOUTH OF THE SOUTH EDGE OF HIGHWAY
 AB6053'219 AND 11.6 M (38.1 FT) WEST OF THE WEST EDGE OF THE ROAD.
 AB6053'NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.
 AB6053
 AB6053                          STATION RECOVERY (2005)
 AB6053
 AB6053'RECOVERY NOTE BY ROWE INCORPORATED 2005 (RAF)
 AB6053'STATION IS 215.5 FEET NORTHWEST OF AN UNSTAMPED BRASS DISK SET IN
 AB6053'CONCRETE WHICH IS 49 FEET EAST OF THE EAST EDGE OF THE RUNWAY, AND
 AB6053'196.1 FEET NORTH NORTHWEST OF A PK NAIL SET IN THE CENTERLINE AT THE
 AB6053'EAST END OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1343 ***********************************************************************
 MB1343  DESIGNATION -  B
 MB1343  PID         -  MB1343
 MB1343  STATE/COUNTY-  OH/SUMMIT
 MB1343  USGS QUAD   -  AKRON WEST (1994)
 MB1343
 MB1343                         *CURRENT SURVEY CONTROL
 MB1343  ___________________________________________________________________
 MB1343* NAD 83(1986)-  41 04 30.     (N)    081 35 18.     (W)     SCALED    
 MB1343* NAVD 88     -       296.538  (meters)     972.89   (feet)  ADJUSTED  
 MB1343  ___________________________________________________________________
 MB1343  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB1343  DYNAMIC HT  -         296.407 (meters)     972.46  (feet)  COMP
 MB1343  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 MB1343
 MB1343  VERT ORDER  -  FIRST     CLASS II
 MB1343
 MB1343.The horizontal coordinates were scaled from a topographic map and have
 MB1343.an estimated accuracy of +/- 6 seconds.
 MB1343
 MB1343.The orthometric height was determined by differential leveling
 MB1343.and adjusted by the National Geodetic Survey in June 1991..
 MB1343
 MB1343.The geoid height was determined by GEOID03.
 MB1343
 MB1343.The dynamic height is computed by dividing the NAVD 88
 MB1343.geopotential number by the normal gravity value computed on the
 MB1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1343.degrees latitude (g = 980.6199 gals.).
 MB1343
 MB1343.The modeled gravity was interpolated from observed gravity values.
 MB1343
 MB1343;                    North         East    Units  Estimated Accuracy
 MB1343;SPC OH N     -   156,790.      676,610.      MT  (+/- 180 meters Scaled)
 MB1343
 MB1343                          SUPERSEDED SURVEY CONTROL
 MB1343
 MB1343  NGVD 29 (??/??/92)  296.736  (m)          973.54   (f) ADJ UNCH    1 2
 MB1343
 MB1343.Superseded values are not recommended for survey control.
 MB1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1343.See file dsdata.txt to determine how the superseded data were derived.
 MB1343
 MB1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF505472(NAD 83)
 MB1343_MARKER: DD = SURVEY DISK
 MB1343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1343_SP_SET: BRIDGE
 MB1343_STAMPING: B
 MB1343_MARK LOGO: OH-153
 MB1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1343
 MB1343  HISTORY     - Date     Condition        Report By
 MB1343  HISTORY     - UNK      MONUMENTED       OH-153
 MB1343  HISTORY     - 1963     GOOD             CGS
 MB1343
 MB1343                          STATION DESCRIPTION
 MB1343
 MB1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1343'AT AKRON.
 MB1343'AT AKRON, ALONG COLLIER ROAD, IN THE WEST PART OF THE CITY,
 MB1343'ABOUT 0.6 MILE SOUTH OF THE JUNCTION OF COPLEY AND COLLIER
 MB1343'ROAD, 0.1 MILE NORTH OF THE T JUNCTION OF COLLIER AND WRIGHT ROAD,
 MB1343'SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 MB1343'A 21-FOOT LONG BRIDGE OVER A SMALL CREEK, 16 FEET EAST OF THE
 MB1343'CENTER LINE OF COLLIER ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 MB1343'COLLIER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0544 ***********************************************************************
 MC0544  DESIGNATION -  B 1
 MC0544  PID         -  MC0544
 MC0544  STATE/COUNTY-  OH/WOOD
 MC0544  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 MC0544
 MC0544                         *CURRENT SURVEY CONTROL
 MC0544  ___________________________________________________________________
 MC0544* NAD 83(1986)-  41 27 48.     (N)    083 42 32.     (W)     SCALED    
 MC0544* NAVD 88     -       203.127  (meters)     666.43   (feet)  ADJUSTED  
 MC0544  ___________________________________________________________________
 MC0544  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC0544  DYNAMIC HT  -         203.044 (meters)     666.15  (feet)  COMP
 MC0544  MODELED GRAV-     980,212.0   (mgal)                       NAVD 88
 MC0544
 MC0544  VERT ORDER  -  FIRST     CLASS I
 MC0544
 MC0544.The horizontal coordinates were scaled from a topographic map and have
 MC0544.an estimated accuracy of +/- 6 seconds.
 MC0544
 MC0544.The orthometric height was determined by differential leveling
 MC0544.and adjusted by the National Geodetic Survey in June 1991..
 MC0544
 MC0544.The geoid height was determined by GEOID03.
 MC0544
 MC0544.The dynamic height is computed by dividing the NAVD 88
 MC0544.geopotential number by the normal gravity value computed on the
 MC0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0544.degrees latitude (g = 980.6199 gals.).
 MC0544
 MC0544.The modeled gravity was interpolated from observed gravity values.
 MC0544
 MC0544;                    North         East    Units  Estimated Accuracy
 MC0544;SPC OH N     -   200,220.      499,010.      MT  (+/- 180 meters Scaled)
 MC0544
 MC0544                          SUPERSEDED SURVEY CONTROL
 MC0544
 MC0544  NGVD 29 (??/??/92)  203.323  (m)          667.07   (f) ADJ UNCH    1 1
 MC0544
 MC0544.Superseded values are not recommended for survey control.
 MC0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0544.See file dsdata.txt to determine how the superseded data were derived.
 MC0544
 MC0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF737937(NAD 83)
 MC0544_MARKER: B = BOLT
 MC0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0544_SP_SET: BUILDING
 MC0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0544
 MC0544  HISTORY     - Date     Condition        Report By
 MC0544  HISTORY     - UNK      MONUMENTED       USGS
 MC0544  HISTORY     - 1968     GOOD             NGS
 MC0544  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC0544
 MC0544                          STATION DESCRIPTION
 MC0544
 MC0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0544'AT HASKINS.
 MC0544'AT HASKINS, ABOUT 0.1 MILE SOUTHWEST ALONG THE BALTIMORE AND
 MC0544'OHIO RAILROAD FROM THE CROSSING OF STATE HIGHWAY 64, THENCE 0.2
 MC0544'MILE WEST ALONG SUGAR STREET, AT THE JUNCTION OF SUGAR STREET
 MC0544'AND LIBERTY HIGH ROAD, A 1/4 INCH BRASS BOLT SET VERTICALLY IN
 MC0544'THE SOUTH FACE OF THE WATER TABLE AT THE SOUTHWEST CORNER OF AN
 MC0544'OLD TWO-STORIED BRICK SCHOOL BUILDING, 53 FEET NORTH OF THE
 MC0544'CENTER LINE OF SUGAR STREET, 1.8 FEET EAST OF THE SOUTHWEST
 MC0544'CORNER OF THE BUILDING, 4.8 FEET ABOVE THE LEVEL OF THE GROUND
 MC0544'AND 6 FEET ABOVE THE LEVEL OF SUGAR STREET.  THE BOLT IS
 MC0544'SURROUNDED BY THE LETTERING USC AND GS.  POINT HELD IN LINE ON
 MC0544'THE END OF A BRASS BOLT.  SEC 22, T 6N, R 10E.
 MC0544
 MC0544                          STATION RECOVERY (1984)
 MC0544
 MC0544'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1253 ***********************************************************************
 KY1253  CBN         -  This is a Cooperative Base Network Control Station.
 KY1253  DESIGNATION -  B 10
 KY1253  PID         -  KY1253
 KY1253  STATE/COUNTY-  OH/STARK
 KY1253  USGS QUAD   -  CANTON EAST (1985)
 KY1253
 KY1253                         *CURRENT SURVEY CONTROL
 KY1253  ___________________________________________________________________
 KY1253* NAD 83(1995)-  40 50 14.04549(N)    081 15 50.85303(W)     ADJUSTED  
 KY1253* NAVD 88     -       335.389  (meters)    1100.36   (feet)  ADJUSTED  
 KY1253  ___________________________________________________________________
 KY1253  X           -     733,982.795 (meters)                     COMP
 KY1253  Y           -  -4,776,594.955 (meters)                     COMP
 KY1253  Z           -   4,148,962.168 (meters)                     COMP
 KY1253  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 KY1253  ELLIP HEIGHT-         302.04  (meters)          (03/08/05) GPS OBS
 KY1253  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KY1253  DYNAMIC HT  -         335.231 (meters)    1099.84  (feet)  COMP
 KY1253  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 KY1253
 KY1253  HORZ ORDER  -  B
 KY1253  VERT ORDER  -  FIRST     CLASS I
 KY1253  ELLP ORDER  -  FOURTH    CLASS II
 KY1253
 KY1253.The horizontal coordinates were established by GPS observations
 KY1253.and adjusted by the National Geodetic Survey in August 1996..
 KY1253
 KY1253.The orthometric height was determined by differential leveling
 KY1253.and adjusted by the National Geodetic Survey in June 1991..
 KY1253
 KY1253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY1253
 KY1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1253
 KY1253.The ellipsoidal height was determined by GPS observations
 KY1253.and is referenced to NAD 83.
 KY1253
 KY1253.The geoid height was determined by GEOID03.
 KY1253
 KY1253.The dynamic height is computed by dividing the NAVD 88
 KY1253.geopotential number by the normal gravity value computed on the
 KY1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1253.degrees latitude (g = 980.6199 gals.).
 KY1253
 KY1253.The modeled gravity was interpolated from observed gravity values.
 KY1253
 KY1253;                    North         East     Units Scale Factor Converg.
 KY1253;SPC OH N     -   130,725.156   704,226.880   MT  0.99994719   +0 48 42.9
 KY1253;UTM  17      - 4,520,722.406   477,732.046   MT  0.99960610   -0 10 21.8
 KY1253
 KY1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1253!SPC OH N     -   0.99995262  x   0.99994719  =   0.99989982
 KY1253!UTM  17      -   0.99995262  x   0.99960610  =   0.99955874
 KY1253
 KY1253                          SUPERSEDED SURVEY CONTROL
 KY1253
 KY1253  NAD 83(1986)-  40 50 14.05484(N)    081 15 50.85911(W) AD(       ) 1
 KY1253  NAVD 88 (09/20/94)  335.39   (m)         1100.4    (f) LEVELING    3  
 KY1253  NGVD 29 (??/??/92)  335.572  (m)         1100.96   (f) ADJ UNCH    1 1
 KY1253
 KY1253.Superseded values are not recommended for survey control.
 KY1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1253.See file dsdata.txt to determine how the superseded data were derived.
 KY1253
 KY1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7773220722(NAD 83)
 KY1253_MARKER: DB = BENCH MARK DISK
 KY1253_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KY1253_SP_SET: BRIDGE
 KY1253_STAMPING: B 10 1934
 KY1253_MARK LOGO: CGS   
 KY1253_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1253+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1995
 KY1253
 KY1253  HISTORY     - Date     Condition        Report By
 KY1253  HISTORY     - 1934     MONUMENTED       CGS
 KY1253  HISTORY     - 1966     GOOD             NGS
 KY1253  HISTORY     - 19831027 GOOD
 KY1253  HISTORY     - 19911122 GOOD             OHDT
 KY1253  HISTORY     - 19931218 GOOD             GEOMET
 KY1253  HISTORY     - 19950718 GOOD             NGS
 KY1253  HISTORY     - 19981031 GOOD             USPSQD
 KY1253
 KY1253                          STATION DESCRIPTION
 KY1253
 KY1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1253'AT LOUISVILLE.
 KY1253'AT LOUISVILLE, ALONG THE PENNSYLVANIA RAILROAD, IN SECTION 28,
 KY1253'R 7 W, T 19 N, ABOUT 0.1 MILE SOUTHWEST OF MILEPOST 95, ABOUT 3 1/2
 KY1253'RAILS NORTHEAST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY
 KY1253'153, SET ON THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 KY1253'HEAD WALL FOR A CONCRETE RAIL ROAD BRIDGE OVER NIMISHILLEN CREEK,
 KY1253'22.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NEAR TRACK, AND
 KY1253'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- MARK IS SOLID
 KY1253'BUT CONCRETE IS CRACKING ON BRIDGE.
 KY1253
 KY1253                          STATION RECOVERY (1983)
 KY1253
 KY1253'RECOVERED 1983
 KY1253'RECOVERED IN GOOD CONDITION.
 KY1253
 KY1253                          STATION RECOVERY (1991)
 KY1253
 KY1253'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 KY1253'------ REPORT BY ODOT ----------1991---------- CONDITION - GOOD -----
 KY1253
 KY1253                          STATION RECOVERY (1993)
 KY1253
 KY1253'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 KY1253'RECOVERED IN GOOD CONDITION.
 KY1253
 KY1253                          STATION RECOVERY (1995)
 KY1253
 KY1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY1253'AT LOUISVILLE, AT THE JUNCTION OF STATE ROUTE 153, A RAILROAD, AND
 KY1253'NIMISHILLEN CREEK, SET ON TOP OF THE NORTHEAST END OF THE SOUTHEAST
 KY1253'CONCRETE HEADWALL FOR A CONCRETE RAILROAD BRIDGE OVER THE CREEK, AND
 KY1253'JUST NORTH OF THE HIGHWAY.
 KY1253
 KY1253                          STATION RECOVERY (1998)
 KY1253
 KY1253'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0548 ***********************************************************************
 MB0548  DESIGNATION -  B 109
 MB0548  PID         -  MB0548
 MB0548  STATE/COUNTY-  OH/MAHONING
 MB0548  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0548
 MB0548                         *CURRENT SURVEY CONTROL
 MB0548  ___________________________________________________________________
 MB0548* NAD 83(1986)-  41 06 07.     (N)    080 39 02.     (W)     SCALED    
 MB0548* NAVD 88     -       263.291  (meters)     863.81   (feet)  ADJUSTED  
 MB0548  ___________________________________________________________________
 MB0548  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB0548  DYNAMIC HT  -         263.169 (meters)     863.41  (feet)  COMP
 MB0548  MODELED GRAV-     980,155.3   (mgal)                       NAVD 88
 MB0548
 MB0548  VERT ORDER  -  FIRST     CLASS II
 MB0548
 MB0548.The horizontal coordinates were scaled from a topographic map and have
 MB0548.an estimated accuracy of +/- 6 seconds.
 MB0548
 MB0548.The orthometric height was determined by differential leveling
 MB0548.and adjusted by the National Geodetic Survey in June 1991..
 MB0548
 MB0548.The geoid height was determined by GEOID03.
 MB0548
 MB0548.The dynamic height is computed by dividing the NAVD 88
 MB0548.geopotential number by the normal gravity value computed on the
 MB0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0548.degrees latitude (g = 980.6199 gals.).
 MB0548
 MB0548.The modeled gravity was interpolated from observed gravity values.
 MB0548
 MB0548;                    North         East    Units  Estimated Accuracy
 MB0548;SPC OH N     -   161,030.      755,340.      MT  (+/- 180 meters Scaled)
 MB0548
 MB0548                          SUPERSEDED SURVEY CONTROL
 MB0548
 MB0548  NGVD 29 (??/??/92)  263.469  (m)          864.40   (f) ADJ UNCH    1 2
 MB0548
 MB0548.Superseded values are not recommended for survey control.
 MB0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0548.See file dsdata.txt to determine how the superseded data were derived.
 MB0548
 MB0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF293501(NAD 83)
 MB0548_MARKER: DB = BENCH MARK DISK
 MB0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0548_SP_SET: BUILDING
 MB0548_STAMPING: B 109 1935
 MB0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0548+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2005
 MB0548
 MB0548  HISTORY     - Date     Condition        Report By
 MB0548  HISTORY     - 1935     MONUMENTED       CGS
 MB0548  HISTORY     - 1950     GOOD             NGS
 MB0548  HISTORY     - 19970920 GOOD             USPSQD
 MB0548  HISTORY     - 20051210 GOOD             GEOCAC
 MB0548
 MB0548                          STATION DESCRIPTION
 MB0548
 MB0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0548'AT YOUNGSTOWN.
 MB0548'IN THE ERIE RAILROAD STATION AT YOUNGSTOWN.  IT IS IN THE WEST
 MB0548'FACE OF THE STATION, 1 FOOT SOUTH OF THE NORTHWEST CORNER AND
 MB0548'21 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK SET VERTICALLY
 MB0548'AND ABOUT 6 FEET HIGHER THAN THE TRACK.
 MB0548
 MB0548                          STATION RECOVERY (1997)
 MB0548
 MB0548'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB0548'RECOVERED IN GOOD CONDITION.
 MB0548
 MB0548                          STATION RECOVERY (2005)
 MB0548
 MB0548'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 MB0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1044 ***********************************************************************
 KZ1044  DESIGNATION -  B 11
 KZ1044  PID         -  KZ1044
 KZ1044  STATE/COUNTY-  OH/RICHLAND
 KZ1044  USGS QUAD   -  SHELBY (1980)
 KZ1044
 KZ1044                         *CURRENT SURVEY CONTROL
 KZ1044  ___________________________________________________________________
 KZ1044* NAD 83(1986)-  40 53 19.     (N)    082 39 33.     (W)     SCALED    
 KZ1044* NAVD 88     -       331.616  (meters)    1087.98   (feet)  ADJUSTED  
 KZ1044  ___________________________________________________________________
 KZ1044  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KZ1044  DYNAMIC HT  -         331.457 (meters)    1087.46  (feet)  COMP
 KZ1044  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 KZ1044
 KZ1044  VERT ORDER  -  FIRST     CLASS I
 KZ1044
 KZ1044.The horizontal coordinates were scaled from a topographic map and have
 KZ1044.an estimated accuracy of +/- 6 seconds.
 KZ1044
 KZ1044.The orthometric height was determined by differential leveling
 KZ1044.and adjusted by the National Geodetic Survey in June 1991..
 KZ1044.WARNING-Repeat measurements at this control monument indicate possible
 KZ1044.vertical movement.
 KZ1044
 KZ1044.The geoid height was determined by GEOID03.
 KZ1044
 KZ1044.The dynamic height is computed by dividing the NAVD 88
 KZ1044.geopotential number by the normal gravity value computed on the
 KZ1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1044.degrees latitude (g = 980.6199 gals.).
 KZ1044
 KZ1044.The modeled gravity was interpolated from observed gravity values.
 KZ1044
 KZ1044;                    North         East    Units  Estimated Accuracy
 KZ1044;SPC OH N     -   135,700.      586,590.      MT  (+/- 180 meters Scaled)
 KZ1044
 KZ1044                          SUPERSEDED SURVEY CONTROL
 KZ1044
 KZ1044  NGVD 29 (??/??/92)  331.760  (m)         1088.45   (f) ADJ UNCH    1 1
 KZ1044
 KZ1044.Superseded values are not recommended for survey control.
 KZ1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1044.See file dsdata.txt to determine how the superseded data were derived.
 KZ1044
 KZ1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF602277(NAD 83)
 KZ1044_MARKER: DB = BENCH MARK DISK
 KZ1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1044_SP_SET: ABUTMENT
 KZ1044_STAMPING: 1088.433 B 11 1934
 KZ1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ1044+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 KZ1044
 KZ1044  HISTORY     - Date     Condition        Report By
 KZ1044  HISTORY     - 1934     MONUMENTED       CGS
 KZ1044  HISTORY     - 1967     GOOD             NGS
 KZ1044  HISTORY     - 1973     GOOD             OHDT
 KZ1044  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KZ1044  HISTORY     - 1991     GOOD             USPSQD
 KZ1044  HISTORY     - 20040528 GOOD             USPSQD
 KZ1044  HISTORY     - 20050915 GOOD             USPSQD
 KZ1044
 KZ1044                          STATION DESCRIPTION
 KZ1044
 KZ1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1044'AT SHELBY.
 KZ1044'AT SHELBY, ABOUT 0.1 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL
 KZ1044'RAILROAD FROM THE STATION, SET ON THE TOP OF THE SOUTHEAST END
 KZ1044'OF THE NORTHEAST ABUTMENT OF THE RAILROAD BRIDGE OVER THE BLACK
 KZ1044'FORK OF THE MOHICAN RIVER, 5.4 FEET SOUTHEAST OF THE NEAR RAIL
 KZ1044'AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- THE TABLET IS 80
 KZ1044'PERCENT COVERED WITH A WOOD WALKWAY ON BRIDGE.  A ROD COULD BE PUT
 KZ1044'ON THE EDGE.  THERE IS NO STATION AT SHELBY.
 KZ1044
 KZ1044                          STATION RECOVERY (1973)
 KZ1044
 KZ1044'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1044'RECOVERED IN GOOD CONDITION.
 KZ1044
 KZ1044                          STATION RECOVERY (1987)
 KZ1044
 KZ1044'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1044'MARK NOT FOUND.
 KZ1044
 KZ1044                          STATION RECOVERY (1991)
 KZ1044
 KZ1044'RECOVERY NOTE BY US POWER SQUADRON 1991 (TF)
 KZ1044'RECOVERED IN GOOD CONDITION.
 KZ1044
 KZ1044                          STATION RECOVERY (2004)
 KZ1044
 KZ1044'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1044'RECOVERED IN GOOD CONDITION.
 KZ1044
 KZ1044                          STATION RECOVERY (2005)
 KZ1044
 KZ1044'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0123 ***********************************************************************
 JY0123  DESIGNATION -  B 112
 JY0123  PID         -  JY0123
 JY0123  STATE/COUNTY-  OH/ATHENS
 JY0123  USGS QUAD   -  ATHENS (1995)
 JY0123
 JY0123                         *CURRENT SURVEY CONTROL
 JY0123  ___________________________________________________________________
 JY0123* NAD 83(1986)-  39 20 01.     (N)    082 00 31.     (W)     SCALED    
 JY0123* NAVD 88     -       191.141  (meters)     627.10   (feet)  ADJUSTED  
 JY0123  ___________________________________________________________________
 JY0123  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JY0123  DYNAMIC HT  -         191.024 (meters)     626.72  (feet)  COMP
 JY0123  MODELED GRAV-     980,015.9   (mgal)                       NAVD 88
 JY0123
 JY0123  VERT ORDER  -  FIRST     CLASS II
 JY0123
 JY0123.The horizontal coordinates were scaled from a topographic map and have
 JY0123.an estimated accuracy of +/- 6 seconds.
 JY0123
 JY0123.The orthometric height was determined by differential leveling
 JY0123.and adjusted by the National Geodetic Survey in June 1991..
 JY0123
 JY0123.The geoid height was determined by GEOID03.
 JY0123
 JY0123.The dynamic height is computed by dividing the NAVD 88
 JY0123.geopotential number by the normal gravity value computed on the
 JY0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0123.degrees latitude (g = 980.6199 gals.).
 JY0123
 JY0123.The modeled gravity was interpolated from observed gravity values.
 JY0123
 JY0123;                    North         East    Units  Estimated Accuracy
 JY0123;SPC OH S     -   148,160.      642,360.      MT  (+/- 180 meters Scaled)
 JY0123
 JY0123                          SUPERSEDED SURVEY CONTROL
 JY0123
 JY0123  NGVD 29 (??/??/92)  191.316  (m)          627.68   (f) ADJ UNCH    1 2
 JY0123
 JY0123.Superseded values are not recommended for survey control.
 JY0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0123.See file dsdata.txt to determine how the superseded data were derived.
 JY0123
 JY0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD130542(NAD 83)
 JY0123_MARKER: DB = BENCH MARK DISK
 JY0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0123_SP_SET: ABUTMENT
 JY0123_STAMPING: B 112 1943
 JY0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0123
 JY0123  HISTORY     - Date     Condition        Report By
 JY0123  HISTORY     - 1943     MONUMENTED       CGS
 JY0123  HISTORY     - 1976     GOOD             NGS
 JY0123  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JY0123
 JY0123                          STATION DESCRIPTION
 JY0123
 JY0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JY0123'5.6 MI E FROM ATHENS.
 JY0123'5.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY0123'STATION AT ATHENS, ATHENS COUNTY, 1.4 MILES NORTHWEST OF THE SITE
 JY0123'OF THE FORMER STATION AT CANAANVILLE, 84.4 FEET NORTHEAST OF THE
 JY0123'NORTHEAST RAIL, AT A BRIDGE ON U.S. HIGHWAY 50, IN THE TOP OF THE
 JY0123'SOUTHWEST END OF THE SOUTHEAST ABUTMENT, 21 FEET SOUTHWEST OF THE
 JY0123'CENTERLINE OF THE HIGHWAY, AND ONE FOOT LOWER THAN THE HIGHWAY.
 JY0123'A STANDARD DISK, STAMPED B 112 1943.
 JY0123
 JY0123                          STATION RECOVERY (1976)
 JY0123
 JY0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0123'RECOVERED IN GOOD CONDITION.
 JY0123
 JY0123                          STATION RECOVERY (1988)
 JY0123
 JY0123'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JY0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0409 ***********************************************************************
 JY0409  DESIGNATION -  B 113
 JY0409  PID         -  JY0409
 JY0409  STATE/COUNTY-  OH/VINTON
 JY0409  USGS QUAD   -  HAMDEN (1992)
 JY0409
 JY0409                         *CURRENT SURVEY CONTROL
 JY0409  ___________________________________________________________________
 JY0409* NAD 83(1986)-  39 11 02.     (N)    082 30 33.     (W)     SCALED    
 JY0409* NAVD 88     -       222.095  (meters)     728.66   (feet)  ADJUSTED  
 JY0409  ___________________________________________________________________
 JY0409  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JY0409  DYNAMIC HT  -         221.958 (meters)     728.21  (feet)  COMP
 JY0409  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 JY0409
 JY0409  VERT ORDER  -  FIRST     CLASS II
 JY0409
 JY0409.The horizontal coordinates were scaled from a topographic map and have
 JY0409.an estimated accuracy of +/- 6 seconds.
 JY0409
 JY0409.The orthometric height was determined by differential leveling
 JY0409.and adjusted by the National Geodetic Survey in June 1991..
 JY0409
 JY0409.The geoid height was determined by GEOID03.
 JY0409
 JY0409.The dynamic height is computed by dividing the NAVD 88
 JY0409.geopotential number by the normal gravity value computed on the
 JY0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0409.degrees latitude (g = 980.6199 gals.).
 JY0409
 JY0409.The modeled gravity was interpolated from observed gravity values.
 JY0409
 JY0409;                    North         East    Units  Estimated Accuracy
 JY0409;SPC OH S     -   131,430.      599,210.      MT  (+/- 180 meters Scaled)
 JY0409
 JY0409                          SUPERSEDED SURVEY CONTROL
 JY0409
 JY0409  NGVD 29 (??/??/92)  222.267  (m)          729.22   (f) ADJ UNCH    1 2
 JY0409
 JY0409.Superseded values are not recommended for survey control.
 JY0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0409.See file dsdata.txt to determine how the superseded data were derived.
 JY0409
 JY0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD696382(NAD 83)
 JY0409_MARKER: DB = BENCH MARK DISK
 JY0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0409_SP_SET: SIGNAL BASE
 JY0409_STAMPING: B 113 1943
 JY0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0409
 JY0409  HISTORY     - Date     Condition        Report By
 JY0409  HISTORY     - 1943     MONUMENTED       CGS
 JY0409  HISTORY     - 1976     GOOD             NGS
 JY0409
 JY0409                          STATION DESCRIPTION
 JY0409
 JY0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JY0409'2 MI NE FROM HAMDEN.
 JY0409'2.0 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY0409'THE STATION AT HAMDEN, VINTON COUNTY, AT SIGNAL 1295, IN THE TOP
 JY0409'OF THE EAST CORNER OF THE CONCRETE BASE, 13.1 FEET NORTHWEST OF
 JY0409'THE NORTHWEST RAIL, 34 FEET SOUTHEAST OF A FENCE LINE, AND ABOUT
 JY0409'1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 113
 JY0409'1943.
 JY0409
 JY0409                          STATION RECOVERY (1976)
 JY0409
 JY0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1366 ***********************************************************************
 KY1366  DESIGNATION -  B 114
 KY1366  PID         -  KY1366
 KY1366  STATE/COUNTY-  OH/BELMONT
 KY1366  USGS QUAD   -  FLUSHING (1994)
 KY1366
 KY1366                         *CURRENT SURVEY CONTROL
 KY1366  ___________________________________________________________________
 KY1366* NAD 83(1995)-  40 08 40.89752(N)    081 05 53.42815(W)     ADJUSTED  
 KY1366* NAVD 88     -       296.271  (meters)     972.02   (feet)  ADJUSTED  
 KY1366  ___________________________________________________________________
 KY1366  X           -     755,537.307 (meters)                     COMP
 KY1366  Y           -  -4,823,754.825 (meters)                     COMP
 KY1366  Z           -   4,090,449.260 (meters)                     COMP
 KY1366  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 KY1366  ELLIP HEIGHT-         262.60  (meters)          (10/07/05) GPS OBS
 KY1366  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY1366  DYNAMIC HT  -         296.108 (meters)     971.48  (feet)  COMP
 KY1366  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 KY1366
 KY1366  HORZ ORDER  -  FIRST
 KY1366  VERT ORDER  -  FIRST     CLASS II
 KY1366  ELLP ORDER  -  FOURTH    CLASS II
 KY1366
 KY1366.The horizontal coordinates were established by GPS observations
 KY1366.and adjusted by the National Geodetic Survey in October 2005..
 KY1366
 KY1366.The orthometric height was determined by differential leveling
 KY1366.and adjusted by the National Geodetic Survey in June 1991..
 KY1366
 KY1366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY1366
 KY1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1366
 KY1366.The ellipsoidal height was determined by GPS observations
 KY1366.and is referenced to NAD 83.
 KY1366
 KY1366.The geoid height was determined by GEOID03.
 KY1366
 KY1366.The dynamic height is computed by dividing the NAVD 88
 KY1366.geopotential number by the normal gravity value computed on the
 KY1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1366.degrees latitude (g = 980.6199 gals.).
 KY1366
 KY1366.The modeled gravity was interpolated from observed gravity values.
 KY1366
 KY1366;                    North         East     Units Scale Factor Converg.
 KY1366;SPC OH S     -   239,026.498   719,452.299   MT  1.00002393   +0 53 22.1
 KY1366;UTM  17      - 4,443,821.630   491,637.569   MT  0.99960086   -0 03 47.9
 KY1366
 KY1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1366!SPC OH S     -   0.99995881  x   1.00002393  =   0.99998274
 KY1366!UTM  17      -   0.99995881  x   0.99960086  =   0.99955968
 KY1366
 KY1366                          SUPERSEDED SURVEY CONTROL
 KY1366
 KY1366  NAD 83(1995)-  40 08 40.88756(N)    081 05 53.42874(W) AD(       ) 1
 KY1366  NAD 83(1986)-  40 08 40.90185(N)    081 05 53.43592(W) AD(       ) 1
 KY1366  NAVD 88 (03/12/97)  296.27   (m)          972.0    (f) LEVELING    3  
 KY1366  NGVD 29 (??/??/92)  296.451  (m)          972.61   (f) ADJ UNCH    1 2
 KY1366
 KY1366.Superseded values are not recommended for survey control.
 KY1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1366.See file dsdata.txt to determine how the superseded data were derived.
 KY1366
 KY1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME9163843822(NAD 83)
 KY1366_MARKER: DB = BENCH MARK DISK
 KY1366_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY1366_SP_SET: TOP OF CONCRETE CULVERT
 KY1366_STAMPING: B 114 1943
 KY1366_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1366+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 KY1366
 KY1366  HISTORY     - Date     Condition        Report By
 KY1366  HISTORY     - 1943     MONUMENTED       CGS
 KY1366  HISTORY     - 19960606 GOOD             GEOONE
 KY1366
 KY1366                          STATION DESCRIPTION
 KY1366
 KY1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1366'1.9 MI W FROM FLUSHING.
 KY1366'1.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1366'STATION AT FLUSHING, BELMONT COUNTY, AT A COMBINATION UNDERPASS
 KY1366'AND CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 KY1366'CONCRETE HEADWALL, 25 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KY1366'SOUTHWEST TRACK, AND ABOUT 20 FEET LOWER THAN THE TRACK.  A
 KY1366'STANDARD DISK, STAMPED B 114 1943.
 KY1366
 KY1366                          STATION RECOVERY (1996)
 KY1366
 KY1366'RECOVERY NOTE BY GEOONE INCORPORATED 1996
 KY1366'RECOVERED AS DESCRIBED.  BM RECOVERED IN GOOD CONDITION, SMALL TREES
 KY1366'ARE BEGINING TO GROW AROUND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0737 ***********************************************************************
 KY0737  DESIGNATION -  B 115
 KY0737  PID         -  KY0737
 KY0737  STATE/COUNTY-  OH/BELMONT
 KY0737  USGS QUAD   -  ST CLAIRSVILLE (1985)
 KY0737
 KY0737                         *CURRENT SURVEY CONTROL
 KY0737  ___________________________________________________________________
 KY0737* NAD 83(1986)-  40 07 29.     (N)    080 52 39.     (W)     SCALED    
 KY0737* NAVD 88     -       259.614  (meters)     851.75   (feet)  ADJUSTED  
 KY0737  ___________________________________________________________________
 KY0737  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0737  DYNAMIC HT  -         259.471 (meters)     851.28  (feet)  COMP
 KY0737  MODELED GRAV-     980,068.6   (mgal)                       NAVD 88
 KY0737
 KY0737  VERT ORDER  -  FIRST     CLASS II
 KY0737
 KY0737.The horizontal coordinates were scaled from a topographic map and have
 KY0737.an estimated accuracy of +/- 6 seconds.
 KY0737
 KY0737.The orthometric height was determined by differential leveling
 KY0737.and adjusted by the National Geodetic Survey in June 1991..
 KY0737
 KY0737.The geoid height was determined by GEOID03.
 KY0737
 KY0737.The dynamic height is computed by dividing the NAVD 88
 KY0737.geopotential number by the normal gravity value computed on the
 KY0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0737.degrees latitude (g = 980.6199 gals.).
 KY0737
 KY0737.The modeled gravity was interpolated from observed gravity values.
 KY0737
 KY0737;                    North         East    Units  Estimated Accuracy
 KY0737;SPC OH S     -   237,120.      738,290.      MT  (+/- 180 meters Scaled)
 KY0737
 KY0737                          SUPERSEDED SURVEY CONTROL
 KY0737
 KY0737  NGVD 29 (??/??/92)  259.787  (m)          852.32   (f) ADJ UNCH    1 2
 KY0737
 KY0737.Superseded values are not recommended for survey control.
 KY0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0737.See file dsdata.txt to determine how the superseded data were derived.
 KY0737
 KY0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE104416(NAD 83)
 KY0737_MARKER: DB = BENCH MARK DISK
 KY0737_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0737_SP_SET: BRIDGE
 KY0737_STAMPING: B 115 1943
 KY0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0737
 KY0737  HISTORY     - Date     Condition        Report By
 KY0737  HISTORY     - 1943     MONUMENTED       CGS
 KY0737
 KY0737                          STATION DESCRIPTION
 KY0737
 KY0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY0737'AT MAYNARD.
 KY0737'AT MAYNARD, BELMONT COUNTY, 0.1 MILE EAST ALONG THE BALTIMORE AND
 KY0737'OHIO RAILROAD FROM THE STATION, 75 FEET EAST OF THE CENTER OF A
 KY0737'PAVED-ROAD CROSSING, AT BRIDGE 123, IN THE TOP OF THE SOUTH END
 KY0737'OF THE WEST ABUTMENT, 8 FEET SOUTH OF THE CENTERLINE OF THE
 KY0737'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 KY0737'STAMPED B 115 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0217 ***********************************************************************
 MD0217  DESIGNATION -  B 116
 MD0217  PID         -  MD0217
 MD0217  STATE/COUNTY-  OH/HENRY
 MD0217  USGS QUAD   -  MALINTA (1971)
 MD0217
 MD0217                         *CURRENT SURVEY CONTROL
 MD0217  ___________________________________________________________________
 MD0217* NAD 83(1986)-  41 19 20.     (N)    084 01 57.     (W)     SCALED    
 MD0217* NAVD 88     -       209.420  (meters)     687.07   (feet)  ADJUSTED  
 MD0217  ___________________________________________________________________
 MD0217  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MD0217  DYNAMIC HT  -         209.328 (meters)     686.77  (feet)  COMP
 MD0217  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 MD0217
 MD0217  VERT ORDER  -  SECOND    CLASS 0
 MD0217
 MD0217.The horizontal coordinates were scaled from a topographic map and have
 MD0217.an estimated accuracy of +/- 6 seconds.
 MD0217
 MD0217.The orthometric height was determined by differential leveling
 MD0217.and adjusted by the National Geodetic Survey in June 1991..
 MD0217
 MD0217.The geoid height was determined by GEOID03.
 MD0217
 MD0217.The dynamic height is computed by dividing the NAVD 88
 MD0217.geopotential number by the normal gravity value computed on the
 MD0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0217.degrees latitude (g = 980.6199 gals.).
 MD0217
 MD0217.The modeled gravity was interpolated from observed gravity values.
 MD0217
 MD0217;                    North         East    Units  Estimated Accuracy
 MD0217;SPC OH N     -   184,970.      471,710.      MT  (+/- 180 meters Scaled)
 MD0217
 MD0217                          SUPERSEDED SURVEY CONTROL
 MD0217
 MD0217  NGVD 29 (??/??/92)  209.628  (m)          687.75   (f) ADJ UNCH    2 0
 MD0217
 MD0217.Superseded values are not recommended for survey control.
 MD0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0217.See file dsdata.txt to determine how the superseded data were derived.
 MD0217
 MD0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL483787(NAD 83)
 MD0217_MARKER: DB = BENCH MARK DISK
 MD0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0217_SP_SET: CONTROL BOX BASE
 MD0217_STAMPING: B 116 1947
 MD0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0217
 MD0217  HISTORY     - Date     Condition        Report By
 MD0217  HISTORY     - 1947     MONUMENTED       CGS
 MD0217
 MD0217                          STATION DESCRIPTION
 MD0217
 MD0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MD0217'0.2 MI E FROM MALINTA.
 MD0217'ABOUT 1/4 MILE EAST OF MALINTA, HENRY COUNTY, 365 FEET SOUTH OF
 MD0217'THE INTERSECTION OF THE DETROIT, TOLEDO AND IRONTON RAILROAD AND
 MD0217'THE NEW YORK, CHICAGO AND ST. LOUIS (NICKLE PLATE) RAILROAD,
 MD0217'EMBEDDED IN THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR A
 MD0217'SIGNAL BLOCK CONTROL BOX, LOCATED ON THE EAST SIDE OF THE DT AND
 MD0217'I RR, AND 23 FEET EAST OF THE EAST RAIL OF THE RAILROAD.  A
 MD0217'STANDARD DISK, STAMPED B 116 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0643 ***********************************************************************
 MC0643  DESIGNATION -  B 117
 MC0643  PID         -  MC0643
 MC0643  STATE/COUNTY-  OH/HENRY
 MC0643  USGS QUAD   -  MC CLURE (1971)
 MC0643
 MC0643                         *CURRENT SURVEY CONTROL
 MC0643  ___________________________________________________________________
 MC0643* NAD 83(1995)-  41 17 02.08648(N)    083 56 26.28373(W)     ADJUSTED  
 MC0643* NAVD 88     -       212.004  (meters)     695.55   (feet)  ADJUSTED  
 MC0643  ___________________________________________________________________
 MC0643  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 MC0643  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 MC0643  DYNAMIC HT  -         211.908 (meters)     695.23  (feet)  COMP
 MC0643  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 MC0643
 MC0643  HORZ ORDER  -  THIRD
 MC0643  VERT ORDER  -  SECOND    CLASS 0
 MC0643
 MC0643.The horizontal coordinates were established by classical geodetic methods
 MC0643.and adjusted by the National Geodetic Survey in April 1998..
 MC0643
 MC0643.The orthometric height was determined by differential leveling
 MC0643.and adjusted by the National Geodetic Survey in June 1991..
 MC0643.WARNING-Repeat measurements at this control monument indicate possible
 MC0643.vertical movement.
 MC0643
 MC0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0643
 MC0643.The geoid height was determined by GEOID03.
 MC0643
 MC0643.The dynamic height is computed by dividing the NAVD 88
 MC0643.geopotential number by the normal gravity value computed on the
 MC0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0643.degrees latitude (g = 980.6199 gals.).
 MC0643
 MC0643.The modeled gravity was interpolated from observed gravity values.
 MC0643
 MC0643;                    North         East     Units Scale Factor Converg.
 MC0643;SPC OH N     -   180,586.333   479,325.537   MT  0.99994624   -0 56 47.1
 MC0643;UTM  17      - 4,574,446.404   253,738.239   MT  1.00034642   -1 56 28.2
 MC0643;UTM  16      - 4,574,790.262   756,206.055   MT  1.00040793   +2 01 10.7
 MC0643
 MC0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0643!SPC OH N     -   0.99997231  x   0.99994624  =   0.99991855
 MC0643!UTM  17      -   0.99997231  x   1.00034642  =   1.00031872
 MC0643!UTM  16      -   0.99997231  x   1.00040793  =   1.00038023
 MC0643
 MC0643                          SUPERSEDED SURVEY CONTROL
 MC0643
 MC0643  NAD 83(1995)-  41 17 02.09510(N)    083 56 26.28869(W) AD(       ) 3
 MC0643  NAD 83(1986)-  41 17 02.09730(N)    083 56 26.29413(W) AD(       ) 3
 MC0643  NAD 27      -  41 17 01.91000(N)    083 56 26.49600(W) AD(       ) 3
 MC0643  NGVD 29 (??/??/92)  212.203  (m)          696.20   (f) ADJ UNCH    2 0
 MC0643
 MC0643.Superseded values are not recommended for survey control.
 MC0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0643.See file dsdata.txt to determine how the superseded data were derived.
 MC0643
 MC0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5373874446(NAD 83)
 MC0643_MARKER: DB = BENCH MARK DISK
 MC0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0643_STAMPING: B 117 1947
 MC0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0643+STABILITY: SURFACE MOTION
 MC0643
 MC0643  HISTORY     - Date     Condition        Report By
 MC0643  HISTORY     - 1947     MONUMENTED       CGS
 MC0643  HISTORY     - 1963     GOOD             CGS
 MC0643  HISTORY     - 1963     GOOD             NGS
 MC0643  HISTORY     - 1980     GOOD             LOCENG
 MC0643  HISTORY     - 1988     GOOD             USPSQD
 MC0643
 MC0643                          STATION DESCRIPTION
 MC0643
 MC0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC0643'THE STATION IS LOCATED 1 MILE SOUTH OF WESTHOPE ON THE WALTER H.
 MC0643'BADEN FARM AT THE
 MC0643'SOUTHWEST PROPERTY CORNER WHICH IS THE SOUTHWEST CORNER OF
 MC0643'SECTION 22, RICHFIELD
 MC0643'TOWNSHIP.
 MC0643'
 MC0643'STATION IS 11.0 METERS N OF THE CENTERLINE OF EW SEC. ROAD AND 10.1
 MC0643'METERS E OF THE CENTERLINE OF NS SEC. ROAD.
 MC0643'STATION IS 14.6 METERS (48 FEET) NE OF THE POINT OF INTERSECTION OF
 MC0643'THE CENTERLINES OF NS AND EW SEC ROADS, S 40 DEG 28 MIN W.
 MC0643'
 MC0643'A STANDARD BENCH MARK DISK STAMPED B 117 1947 IS SET IN THE TOP OF
 MC0643'A 10-INCH CONCRETE
 MC0643'POST.  THE TOP OF THE POST PROTRUDES 2 INCHES ABOVE
 MC0643'THE GROUND SURFACE.
 MC0643
 MC0643                          STATION RECOVERY (1963)
 MC0643
 MC0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC0643'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC0643'EXCEPTION--
 MC0643'
 MC0643'THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA TARGET 8
 MC0643'FEET IN DIAMETER.
 MC0643'
 MC0643'ELEVATION OF DISK 696.17 FEET.
 MC0643
 MC0643                          STATION RECOVERY (1963)
 MC0643
 MC0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MC0643'1 MI S FROM WESTHOPE.
 MC0643'1.0 MILE SOUTH OF WESTHOPE, HENRY COUNTY, ON THE BADEN FARM, IN
 MC0643'1947, AT THE SOUTHWEST CORNER OF SECTION 22, T 4 N, R 8 E, 36
 MC0643'FEET NORTH OF THE CENTERLINE OF OHIO STATE HIGHWAY 281, 48 FEET
 MC0643'NORTHEAST OF THE INTERSECTION OF THE CENTERLINE OF THE HIGHWAY
 MC0643'AND HIGHWAY 65, 33 FEET EAST OF THE CENTERLINE OF HIGHWAY 65, AND
 MC0643'5.6 FEET FROM A POWER POLE, AND SET IN THE TOP OF A CONCRETE
 MC0643'POST.  NOTE-- THE MARK IS SURROUNDED BY AN 8 FOOT ROUND CONCRETE
 MC0643'CAMERA TARGET.
 MC0643
 MC0643                          STATION RECOVERY (1980)
 MC0643
 MC0643'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC0643'B 117 1947 RECOVERED GOOD.
 MC0643'
 MC0643'5 FEET W. TO TELEPHONE POLE 33 FEET W TO CENTERLINE S.R. 65 34 FT S TO
 MC0643'CENTERLINE S.R. 281.
 MC0643'
 MC0643'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MI S, MCCLURE.
 MC0643
 MC0643                          STATION RECOVERY (1988)
 MC0643
 MC0643'RECOVERY NOTE BY US POWER SQUADRON 1988 (HRS)
 MC0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0473 ***********************************************************************
 JY0473  DESIGNATION -  B 119
 JY0473  PID         -  JY0473
 JY0473  STATE/COUNTY-  OH/ROSS
 JY0473  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY0473
 JY0473                         *CURRENT SURVEY CONTROL
 JY0473  ___________________________________________________________________
 JY0473* NAD 83(1986)-  39 17 12.     (N)    082 56 25.     (W)     SCALED    
 JY0473* NAVD 88     -       185.463  (meters)     608.47   (feet)  ADJUSTED  
 JY0473  ___________________________________________________________________
 JY0473  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JY0473  DYNAMIC HT  -         185.350 (meters)     608.10  (feet)  COMP
 JY0473  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 JY0473
 JY0473  VERT ORDER  -  FIRST     CLASS I
 JY0473
 JY0473.The horizontal coordinates were scaled from a topographic map and have
 JY0473.an estimated accuracy of +/- 6 seconds.
 JY0473
 JY0473.The orthometric height was determined by differential leveling
 JY0473.and adjusted by the National Geodetic Survey in June 1991..
 JY0473.WARNING-Repeat measurements at this control monument indicate possible
 JY0473.vertical movement.
 JY0473
 JY0473.The geoid height was determined by GEOID03.
 JY0473
 JY0473.The dynamic height is computed by dividing the NAVD 88
 JY0473.geopotential number by the normal gravity value computed on the
 JY0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0473.degrees latitude (g = 980.6199 gals.).
 JY0473
 JY0473.The modeled gravity was interpolated from observed gravity values.
 JY0473
 JY0473;                    North         East    Units  Estimated Accuracy
 JY0473;SPC OH S     -   142,930.      562,020.      MT  (+/- 180 meters Scaled)
 JY0473
 JY0473                          SUPERSEDED SURVEY CONTROL
 JY0473
 JY0473  NGVD 29 (??/??/92)  185.625  (m)          609.00   (f) ADJ UNCH    1 1
 JY0473
 JY0473.Superseded values are not recommended for survey control.
 JY0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0473.See file dsdata.txt to determine how the superseded data were derived.
 JY0473
 JY0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD326503(NAD 83)
 JY0473_MARKER: DB = BENCH MARK DISK
 JY0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0473_SP_SET: SIGNAL BLOCK BASE
 JY0473_STAMPING: B 119 1943
 JY0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0473
 JY0473  HISTORY     - Date     Condition        Report By
 JY0473  HISTORY     - 1943     MONUMENTED       CGS
 JY0473  HISTORY     - 1967     GOOD             NGS
 JY0473  HISTORY     - 20050416 GOOD             GEOCAC
 JY0473
 JY0473                          STATION DESCRIPTION
 JY0473
 JY0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0473'3.8 MI SE FROM CHILLICOTHE.
 JY0473'ABOUT 3.8 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0473'FROM THE BALTIMORE AND OHIO RAILROAD STATION AT CHILLICOTHE,
 JY0473'0.1 MILE NORTHWEST OF MILEPOST N 652, SET ON THE TOP OF THE
 JY0473'EAST CORNER OF THE LOWER PART OF THE CONCRETE BASE OF SIGNAL
 JY0473'BLOCK NO. 24 RA S, 8.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JY0473'1/2 FOOT ABOVE THE LEVEL OF THE GROUND AND 1 FOOT BELOW THE
 JY0473'LEVEL OF THE TRACK.
 JY0473
 JY0473                          STATION RECOVERY (2005)
 JY0473
 JY0473'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0473'WAAS CORRECTED NAD83 HANDHELD GPS COORDINATES  39 17 12.6 (N)  82 56
 JY0473'24.5 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1579 ***********************************************************************
 KZ1579  DESIGNATION -  B 12
 KZ1579  PID         -  KZ1579
 KZ1579  STATE/COUNTY-  OH/DELAWARE
 KZ1579  USGS QUAD   -  POWELL (1988)
 KZ1579
 KZ1579                         *CURRENT SURVEY CONTROL
 KZ1579  ___________________________________________________________________
 KZ1579* NAD 83(1986)-  40 13 36.     (N)    083 00 42.     (W)     SCALED    
 KZ1579* NAVD 88     -       290.344  (meters)     952.57   (feet)  ADJUSTED  
 KZ1579  ___________________________________________________________________
 KZ1579  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KZ1579  DYNAMIC HT  -         290.192 (meters)     952.07  (feet)  COMP
 KZ1579  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 KZ1579
 KZ1579  VERT ORDER  -  FIRST     CLASS I
 KZ1579
 KZ1579.The horizontal coordinates were scaled from a topographic map and have
 KZ1579.an estimated accuracy of +/- 6 seconds.
 KZ1579
 KZ1579.The orthometric height was determined by differential leveling
 KZ1579.and adjusted by the National Geodetic Survey in June 1991..
 KZ1579
 KZ1579.The geoid height was determined by GEOID03.
 KZ1579
 KZ1579.The dynamic height is computed by dividing the NAVD 88
 KZ1579.geopotential number by the normal gravity value computed on the
 KZ1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1579.degrees latitude (g = 980.6199 gals.).
 KZ1579
 KZ1579.The modeled gravity was interpolated from observed gravity values.
 KZ1579
 KZ1579;                    North         East    Units  Estimated Accuracy
 KZ1579;SPC OH N     -    62,320.      556,450.      MT  (+/- 180 meters Scaled)
 KZ1579
 KZ1579                          SUPERSEDED SURVEY CONTROL
 KZ1579
 KZ1579  NGVD 29 (??/??/92)  290.500  (m)          953.08   (f) ADJ UNCH    1 1
 KZ1579
 KZ1579.Superseded values are not recommended for survey control.
 KZ1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1579.See file dsdata.txt to determine how the superseded data were derived.
 KZ1579
 KZ1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE288548(NAD 83)
 KZ1579_MARKER: DB = BENCH MARK DISK
 KZ1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1579_STAMPING: B 12 1934
 KZ1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1579+STABILITY: SURFACE MOTION
 KZ1579
 KZ1579  HISTORY     - Date     Condition        Report By
 KZ1579  HISTORY     - 1934     MONUMENTED       CGS
 KZ1579  HISTORY     - 1967     GOOD             NGS
 KZ1579
 KZ1579                          STATION DESCRIPTION
 KZ1579
 KZ1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1579'6.7 MI SE FROM DELAWARE.
 KZ1579'ABOUT 2.6 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE CITY HALL
 KZ1579'AT DELAWARE, THENCE 4.1 MILES SOUTH ALONG THE NEW YORK CENTRAL
 KZ1579'RAILROAD, ABOUT 0.3 MILE SOUTH OF MILEPOST 120, 49 FEET NORTHEAST
 KZ1579'OF THE CENTER OF THE CROSSING OF COUNTY ROAD NO. 98, 43.3 FEET
 KZ1579'EAST OF THE EAST RAIL, 25 FEET NORTH OF THE CENTER LINE OF THE
 KZ1579'ROAD, 4 FEET NORTHWEST OF A FENCE CORNER, 1.1 FEET SOUTH OF A METAL
 KZ1579'WITNESS POST, 7 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 KZ1579'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 KZ1579'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1192 ***********************************************************************
 JX1192  DESIGNATION -  B 120
 JX1192  PID         -  JX1192
 JX1192  STATE/COUNTY-  OH/ATHENS
 JX1192  USGS QUAD   -  STEWART (1994)
 JX1192
 JX1192                         *CURRENT SURVEY CONTROL
 JX1192  ___________________________________________________________________
 JX1192* NAD 83(1986)-  39 20 59.     (N)    081 58 48.     (W)     SCALED    
 JX1192* NAVD 88     -       227.949  (meters)     747.86   (feet)  ADJUSTED  
 JX1192  ___________________________________________________________________
 JX1192  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1192  DYNAMIC HT  -         227.812 (meters)     747.41  (feet)  COMP
 JX1192  MODELED GRAV-     980,017.7   (mgal)                       NAVD 88
 JX1192
 JX1192  VERT ORDER  -  FIRST     CLASS II
 JX1192
 JX1192.The horizontal coordinates were scaled from a topographic map and have
 JX1192.an estimated accuracy of +/- 6 seconds.
 JX1192
 JX1192.The orthometric height was determined by differential leveling
 JX1192.and adjusted by the National Geodetic Survey in June 1991..
 JX1192
 JX1192.The geoid height was determined by GEOID03.
 JX1192
 JX1192.The dynamic height is computed by dividing the NAVD 88
 JX1192.geopotential number by the normal gravity value computed on the
 JX1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1192.degrees latitude (g = 980.6199 gals.).
 JX1192
 JX1192.The modeled gravity was interpolated from observed gravity values.
 JX1192
 JX1192;                    North         East    Units  Estimated Accuracy
 JX1192;SPC OH S     -   149,970.      644,820.      MT  (+/- 180 meters Scaled)
 JX1192
 JX1192                          SUPERSEDED SURVEY CONTROL
 JX1192
 JX1192  NGVD 29 (??/??/92)  228.126  (m)          748.44   (f) ADJ UNCH    1 2
 JX1192
 JX1192.Superseded values are not recommended for survey control.
 JX1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1192.See file dsdata.txt to determine how the superseded data were derived.
 JX1192
 JX1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD155560(NAD 83)
 JX1192_MARKER: DB = BENCH MARK DISK
 JX1192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1192_SP_SET: CULVERT
 JX1192_STAMPING: B 120 1943
 JX1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1192
 JX1192  HISTORY     - Date     Condition        Report By
 JX1192  HISTORY     - 1943     MONUMENTED       CGS
 JX1192  HISTORY     - 1988     GOOD             USPSQD
 JX1192
 JX1192                          STATION DESCRIPTION
 JX1192
 JX1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JX1192'2.1 MI N FROM CANAANVILLE.
 JX1192'2.1 MILES NORTH ALONG STATE HIGHWAY 690 FROM THE METHODIST CHURCH
 JX1192'AT CANAANVILLE, ATHENS COUNTY, 104 FEET SOUTHEAST OF AN OIL
 JX1192'WELL, AT A 4- BY 12-FEET CONCRETE BOX CULVERT, IN THE TOP OF
 JX1192'THE NORTHWEST END OF THE NORTHEAST RETAINING WALL, 0.8 FEET
 JX1192'SOUTHEAST OF THE NORTHWEST END, 13.7 FEET NORTHWEST OF THE
 JX1192'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 JX1192'STANDARD DISK, STAMPED B 120 1943.
 JX1192
 JX1192                          STATION RECOVERY (1988)
 JX1192
 JX1192'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1229 ***********************************************************************
 KY1229  DESIGNATION -  B 121
 KY1229  PID         -  KY1229
 KY1229  STATE/COUNTY-  OH/TUSCARAWAS
 KY1229  USGS QUAD   -  DOVER (1994)
 KY1229
 KY1229                         *CURRENT SURVEY CONTROL
 KY1229  ___________________________________________________________________
 KY1229* NAD 83(1986)-  40 30 56.     (N)    081 29 00.     (W)     SCALED    
 KY1229* NAVD 88     -       266.236  (meters)     873.48   (feet)  ADJUSTED  
 KY1229  ___________________________________________________________________
 KY1229  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KY1229  DYNAMIC HT  -         266.106 (meters)     873.05  (feet)  COMP
 KY1229  MODELED GRAV-     980,131.6   (mgal)                       NAVD 88
 KY1229
 KY1229  VERT ORDER  -  FIRST     CLASS II
 KY1229
 KY1229.The horizontal coordinates were scaled from a topographic map and have
 KY1229.an estimated accuracy of +/- 6 seconds.
 KY1229
 KY1229.The orthometric height was determined by differential leveling
 KY1229.and adjusted by the National Geodetic Survey in June 1991..
 KY1229
 KY1229.The geoid height was determined by GEOID03.
 KY1229
 KY1229.The dynamic height is computed by dividing the NAVD 88
 KY1229.geopotential number by the normal gravity value computed on the
 KY1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1229.degrees latitude (g = 980.6199 gals.).
 KY1229
 KY1229.The modeled gravity was interpolated from observed gravity values.
 KY1229
 KY1229;                    North         East    Units  Estimated Accuracy
 KY1229;SPC OH N     -    94,770.      686,160.      MT  (+/- 180 meters Scaled)
 KY1229
 KY1229                          SUPERSEDED SURVEY CONTROL
 KY1229
 KY1229  NGVD 29 (??/??/92)  266.443  (m)          874.16   (f) ADJ UNCH    1 2
 KY1229
 KY1229.Superseded values are not recommended for survey control.
 KY1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1229.See file dsdata.txt to determine how the superseded data were derived.
 KY1229
 KY1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME590850(NAD 83)
 KY1229_MARKER: DB = BENCH MARK DISK
 KY1229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1229_SP_SET: CONC BASE
 KY1229_STAMPING: B 121 1943
 KY1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1229
 KY1229  HISTORY     - Date     Condition        Report By
 KY1229  HISTORY     - 1943     MONUMENTED       CGS
 KY1229
 KY1229                          STATION DESCRIPTION
 KY1229
 KY1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1229'AT DOVER.
 KY1229'AT DOVER, TUSCARAWAS COUNTY, 74.8 FEET SOUTH ACROSS THE TRACK
 KY1229'FROM THE SOUTH CORNER OF THE BALTIMORE AND OHIO RAILROAD PASSENGER
 KY1229'STATION, 27.1 FEET NORTH ACROSS THE PENNSYLVANIA R.R. TRACK FROM THE
 KY1229'P.R.R. STATION, AT A SEMAPHORE SIGNAL AT THE CROSSING OF THE B AND
 KY1229'O R.R. AND THE P.R.R., IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 KY1229'BASE, 22.2 FEET SOUTHWEST OF THE CENTERLINE OF THE B AND O R.R. TRACK,
 KY1229'AND 10.2 FEET NORTHWEST OF THE CENTERLINE OF THE P.R.R. TRACK.  A
 KY1229'STANDARD DISK, STAMPED B 121 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0301 ***********************************************************************
 MD0301  DESIGNATION -  B 122
 MD0301  PID         -  MD0301
 MD0301  STATE/COUNTY-  OH/DEFIANCE
 MD0301  USGS QUAD   -  HICKSVILLE (1979)
 MD0301
 MD0301                         *CURRENT SURVEY CONTROL
 MD0301  ___________________________________________________________________
 MD0301* NAD 83(1986)-  41 16 00.     (N)    084 45 40.     (W)     SCALED    
 MD0301* NAVD 88     -       225.539  (meters)     739.96   (feet)  ADJUSTED  
 MD0301  ___________________________________________________________________
 MD0301  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MD0301  DYNAMIC HT  -         225.449 (meters)     739.66  (feet)  COMP
 MD0301  MODELED GRAV-     980,217.3   (mgal)                       NAVD 88
 MD0301
 MD0301  VERT ORDER  -  SECOND    CLASS 0
 MD0301
 MD0301.The horizontal coordinates were scaled from a topographic map and have
 MD0301.an estimated accuracy of +/- 6 seconds.
 MD0301
 MD0301.The orthometric height was determined by differential leveling
 MD0301.and adjusted by the National Geodetic Survey in June 1991..
 MD0301
 MD0301.The geoid height was determined by GEOID03.
 MD0301
 MD0301.The dynamic height is computed by dividing the NAVD 88
 MD0301.geopotential number by the normal gravity value computed on the
 MD0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0301.degrees latitude (g = 980.6199 gals.).
 MD0301
 MD0301.The modeled gravity was interpolated from observed gravity values.
 MD0301
 MD0301;                    North         East    Units  Estimated Accuracy
 MD0301;SPC OH N     -   180,130.      410,560.      MT  (+/- 180 meters Scaled)
 MD0301
 MD0301                          SUPERSEDED SURVEY CONTROL
 MD0301
 MD0301  NGVD 29 (??/??/92)  225.686  (m)          740.44   (f) ADJ UNCH    2 0
 MD0301
 MD0301.Superseded values are not recommended for survey control.
 MD0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0301.See file dsdata.txt to determine how the superseded data were derived.
 MD0301
 MD0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL875707(NAD 83)
 MD0301_MARKER: DB = BENCH MARK DISK
 MD0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0301_SP_SET: CULVERT
 MD0301_STAMPING: B 122 1946
 MD0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0301
 MD0301  HISTORY     - Date     Condition        Report By
 MD0301  HISTORY     - 1946     MONUMENTED       CGS
 MD0301  HISTORY     - 1953     POOR             NGS
 MD0301
 MD0301                          STATION DESCRIPTION
 MD0301
 MD0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0301'2 MI S FROM HICKSVILLE.
 MD0301'ABOUT 2.05 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE POST
 MD0301'OFFICE AT HICKSVILLE, 0.2 MILE NORTH OF A BRIDGE OVER SOUTH
 MD0301'GORDON CREEK, AT A BLACK TOP CROSS ROAD, 22.5 FEET EAST OF THE
 MD0301'CENTER LINE OF THE HIGHWAY, 14 FEET SOUTH OF THE CENTER LINE
 MD0301'OF THE BLACK TOP ROAD, AND SET IN THE TOP OF THE EAST END
 MD0301'OF THE SOUTH HEAD WALL OF A 4 FOOT CONCRETE SIDE ROAD CULVERT,
 MD0301'AND ABOUT LEVEL WITH THE INTERSECTION.
 MD0301
 MD0301                          STATION RECOVERY (1953)
 MD0301
 MD0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 MD0301'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0430 ***********************************************************************
 MD0430  DESIGNATION -  B 123 RESET
 MD0430  PID         -  MD0430
 MD0430  STATE/COUNTY-  OH/DEFIANCE
 MD0430  USGS QUAD   -  EDGERTON (1977)
 MD0430
 MD0430                         *CURRENT SURVEY CONTROL
 MD0430  ___________________________________________________________________
 MD0430* NAD 83(1986)-  41 22 59.     (N)    084 40 39.     (W)     SCALED    
 MD0430* NAVD 88     -       237.58   (+/-2cm)     779.5    (feet)  VERTCON   
 MD0430  ___________________________________________________________________
 MD0430  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MD0430
 MD0430  VERT ORDER  -  THIRD (See Below)
 MD0430
 MD0430.The horizontal coordinates were scaled from a topographic map and have
 MD0430.an estimated accuracy of +/- 6 seconds.
 MD0430
 MD0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD0430.The vertical order pertains to the NGVD 29 superseded value.
 MD0430
 MD0430.The geoid height was determined by GEOID03.
 MD0430
 MD0430;                    North         East    Units  Estimated Accuracy
 MD0430;SPC OH N     -   192,870.      417,890.      MT  (+/- 180 meters Scaled)
 MD0430
 MD0430                          SUPERSEDED SURVEY CONTROL
 MD0430
 MD0430  NGVD 29 (10/13/05)  237.72   (m)          779.9    (f) RESET       3  
 MD0430
 MD0430.Superseded values are not recommended for survey control.
 MD0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0430.See file dsdata.txt to determine how the superseded data were derived.
 MD0430
 MD0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL941838(NAD 83)
 MD0430_MARKER: DB = BENCH MARK DISK
 MD0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0430_SP_SET: BRIDGE
 MD0430_STAMPING: B 123 RESET 1960
 MD0430_MARK LOGO: CGS   
 MD0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0430
 MD0430  HISTORY     - Date     Condition        Report By
 MD0430  HISTORY     - 1960     MONUMENTED       CGS
 MD0430  HISTORY     - 1961     GOOD             NGS
 MD0430  HISTORY     - 1985     GOOD             USPSQD
 MD0430
 MD0430                          STATION DESCRIPTION
 MD0430
 MD0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MD0430'2.4 MI W FROM FARMER.
 MD0430'ABOUT 2.4 MILES WEST ALONG STATE HIGHWAY 249 FROM ITS JUNCTION
 MD0430'WITH STATE HIGHWAY 2 AT FARMER, 0.1 MILE WEST OF A SMALL CHURCH
 MD0430'AND CEMETERY, AND SET IN THE TOP OF THE NORTHWEST WING WALL OF
 MD0430'A 3 SPAN CONTINUOUS SLAB BRIDGE 69.5 FEET LONG OVER LOST CREEK.
 MD0430
 MD0430                          STATION RECOVERY (1985)
 MD0430
 MD0430'RECOVERY NOTE BY US POWER SQUADRON 1985
 MD0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0474 ***********************************************************************
 MD0474  DESIGNATION -  B 124 RESET
 MD0474  PID         -  MD0474
 MD0474  STATE/COUNTY-  OH/PAULDING
 MD0474  USGS QUAD   -  ANTWERP (1973)
 MD0474
 MD0474                         *CURRENT SURVEY CONTROL
 MD0474  ___________________________________________________________________
 MD0474* NAD 83(1986)-  41 11 44.     (N)    084 42 27.     (W)     SCALED    
 MD0474* NAVD 88     -       221.73   (+/-2cm)     727.5    (feet)  VERTCON   
 MD0474  ___________________________________________________________________
 MD0474  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MD0474
 MD0474  VERT ORDER  -  THIRD (See Below)
 MD0474
 MD0474.The horizontal coordinates were scaled from a topographic map and have
 MD0474.an estimated accuracy of +/- 6 seconds.
 MD0474
 MD0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD0474.The vertical order pertains to the NGVD 29 superseded value.
 MD0474
 MD0474.The geoid height was determined by GEOID03.
 MD0474
 MD0474;                    North         East    Units  Estimated Accuracy
 MD0474;SPC OH N     -   172,120.      414,850.      MT  (+/- 180 meters Scaled)
 MD0474
 MD0474                          SUPERSEDED SURVEY CONTROL
 MD0474
 MD0474  NGVD 29 (??/??/??)  221.88   (m)          728.0    (f) RESET       3  
 MD0474
 MD0474.Superseded values are not recommended for survey control.
 MD0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0474.See file dsdata.txt to determine how the superseded data were derived.
 MD0474
 MD0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL922630(NAD 83)
 MD0474_MARKER: DB = BENCH MARK DISK
 MD0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0474_STAMPING: B 124 RESET 1958
 MD0474_MARK LOGO: CGS   
 MD0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0474+STABILITY: SURFACE MOTION
 MD0474
 MD0474  HISTORY     - Date     Condition        Report By
 MD0474  HISTORY     - 1958     MONUMENTED       OHHD
 MD0474  HISTORY     - 1961     GOOD             CGS
 MD0474
 MD0474                          STATION DESCRIPTION
 MD0474
 MD0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0474'2.1 MI NE FROM ANTWERP.
 MD0474'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST
 MD0474'OFFICE AT ANTWERP, AT THE Y JUNCTION OF A GRAVEL ROAD LEADING
 MD0474'SOUTH, 22.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 MD0474'10.5 FEET EAST OF THE CENTERLINE OF THE ROAD SOUTH, AND SET IN
 MD0474'A CONCRETE MONUMENT ON US-24 AT STATION 298+32, 39 FEET LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0680 ***********************************************************************
 LA0680  DESIGNATION -  B 125
 LA0680  PID         -  LA0680
 LA0680  STATE/COUNTY-  OH/VAN WERT
 LA0680  USGS QUAD   -  GLENMORE (1980)
 LA0680
 LA0680                         *CURRENT SURVEY CONTROL
 LA0680  ___________________________________________________________________
 LA0680* NAD 83(1986)-  40 51 05.     (N)    084 43 41.     (W)     SCALED    
 LA0680* NAVD 88     -       246.786  (meters)     809.66   (feet)  ADJUSTED  
 LA0680  ___________________________________________________________________
 LA0680  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0680  DYNAMIC HT  -         246.678 (meters)     809.31  (feet)  COMP
 LA0680  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 LA0680
 LA0680  VERT ORDER  -  SECOND    CLASS 0
 LA0680
 LA0680.The horizontal coordinates were scaled from a topographic map and have
 LA0680.an estimated accuracy of +/- 6 seconds.
 LA0680
 LA0680.The orthometric height was determined by differential leveling
 LA0680.and adjusted by the National Geodetic Survey in June 1991..
 LA0680
 LA0680.The geoid height was determined by GEOID03.
 LA0680
 LA0680.The dynamic height is computed by dividing the NAVD 88
 LA0680.geopotential number by the normal gravity value computed on the
 LA0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0680.degrees latitude (g = 980.6199 gals.).
 LA0680
 LA0680.The modeled gravity was interpolated from observed gravity values.
 LA0680
 LA0680;                    North         East    Units  Estimated Accuracy
 LA0680;SPC OH N     -   133,960.      412,150.      MT  (+/- 180 meters Scaled)
 LA0680
 LA0680                          SUPERSEDED SURVEY CONTROL
 LA0680
 LA0680  NGVD 29 (??/??/92)  246.944  (m)          810.18   (f) ADJ UNCH    2 0
 LA0680
 LA0680.Superseded values are not recommended for survey control.
 LA0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0680.See file dsdata.txt to determine how the superseded data were derived.
 LA0680
 LA0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL915247(NAD 83)
 LA0680_MARKER: DB = BENCH MARK DISK
 LA0680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0680_SP_SET: ABUTMENT
 LA0680_STAMPING: B 125 1947
 LA0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0680
 LA0680  HISTORY     - Date     Condition        Report By
 LA0680  HISTORY     - 1947     MONUMENTED       CGS
 LA0680
 LA0680                          STATION DESCRIPTION
 LA0680
 LA0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0680'1.1 MI E FROM MIDDLEBURY.
 LA0680'ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 224 FROM THE CROSSROADS
 LA0680'AT MIDDLEBURY, ABOUT 1.05 MILES WEST OF THE JUNCTION OF STATE
 LA0680'HIGHWAY 49N, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF
 LA0680'A 20 FOOT CONCRETE BRIDGE, 23 FEET NORTH OF THE CENTER LINE OF THE
 LA0680'HIGHWAY, 4.3 FEET NORTH OF THE STEEL RAIL, AND ABOUT 0.5 FOOT
 LA0680'ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0706 ***********************************************************************
 LA0706  DESIGNATION -  B 126
 LA0706  PID         -  LA0706
 LA0706  STATE/COUNTY-  OH/VAN WERT
 LA0706  USGS QUAD   -  CONVOY (1980)
 LA0706
 LA0706                         *CURRENT SURVEY CONTROL
 LA0706  ___________________________________________________________________
 LA0706* NAD 83(1986)-  40 56 38.     (N)    084 42 27.     (W)     SCALED    
 LA0706* NAVD 88     -       234.649  (meters)     769.84   (feet)  ADJUSTED  
 LA0706  ___________________________________________________________________
 LA0706  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA0706  DYNAMIC HT  -         234.549 (meters)     769.52  (feet)  COMP
 LA0706  MODELED GRAV-     980,189.8   (mgal)                       NAVD 88
 LA0706
 LA0706  VERT ORDER  -  SECOND    CLASS 0
 LA0706
 LA0706.The horizontal coordinates were scaled from a topographic map and have
 LA0706.an estimated accuracy of +/- 6 seconds.
 LA0706
 LA0706.The orthometric height was determined by differential leveling
 LA0706.and adjusted by the National Geodetic Survey in June 1991..
 LA0706
 LA0706.The geoid height was determined by GEOID03.
 LA0706
 LA0706.The dynamic height is computed by dividing the NAVD 88
 LA0706.geopotential number by the normal gravity value computed on the
 LA0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0706.degrees latitude (g = 980.6199 gals.).
 LA0706
 LA0706.The modeled gravity was interpolated from observed gravity values.
 LA0706
 LA0706;                    North         East    Units  Estimated Accuracy
 LA0706;SPC OH N     -   144,180.      414,150.      MT  (+/- 180 meters Scaled)
 LA0706
 LA0706                          SUPERSEDED SURVEY CONTROL
 LA0706
 LA0706  NGVD 29 (??/??/92)  234.806  (m)          770.36   (f) ADJ UNCH    2 0
 LA0706
 LA0706.Superseded values are not recommended for survey control.
 LA0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0706.See file dsdata.txt to determine how the superseded data were derived.
 LA0706
 LA0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL929350(NAD 83)
 LA0706_MARKER: DB = BENCH MARK DISK
 LA0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0706_STAMPING: B 126 1947
 LA0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0706+STABILITY: SURFACE MOTION
 LA0706
 LA0706  HISTORY     - Date     Condition        Report By
 LA0706  HISTORY     - 1947     MONUMENTED       CGS
 LA0706
 LA0706                          STATION DESCRIPTION
 LA0706
 LA0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0706'1.8 MI N FROM CONVOY.
 LA0706'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE
 LA0706'AT CONVOY, AT THE JUNCTION OF HIGHWAY 49-SOUTH AND U.S. HIGHWAY
 LA0706'30 AND A BLACK TOP ROAD LEADING NORTH, 273 FEET NORTH OF THE CENTER
 LA0706'OF THE JUNCTION OF THE HIGHWAYS, 208 FEET NORTHEAST OF THE CENTER
 LA0706'LINE OF HIGHWAY 30 AND 49, 23 FEET WEST OF THE CENTER LINE OF THE
 LA0706'BLACK TOP ROAD NORTH, 88 FEET NORTHEAST OF THE NORTHWEST CORNER
 LA0706'OF AN ABANDONED BRICK SCHOOL HOUSE, 2.4 FEET SOUTHEAST OF A POWER
 LA0706'POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0706'WITH THE ROAD NORTH AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0706'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0577 ***********************************************************************
 LA0577  DESIGNATION -  B 127
 LA0577  PID         -  LA0577
 LA0577  STATE/COUNTY-  OH/MERCER
 LA0577  USGS QUAD   -  ROCKFORD (1960)
 LA0577
 LA0577                         *CURRENT SURVEY CONTROL
 LA0577  ___________________________________________________________________
 LA0577* NAD 83(1986)-  40 39 17.     (N)    084 44 49.     (W)     SCALED    
 LA0577* NAVD 88     -       250.110  (meters)     820.57   (feet)  ADJUSTED  
 LA0577  ___________________________________________________________________
 LA0577  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0577  DYNAMIC HT  -         249.994 (meters)     820.19  (feet)  COMP
 LA0577  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 LA0577
 LA0577  VERT ORDER  -  SECOND    CLASS 0
 LA0577
 LA0577.The horizontal coordinates were scaled from a topographic map and have
 LA0577.an estimated accuracy of +/- 6 seconds.
 LA0577
 LA0577.The orthometric height was determined by differential leveling
 LA0577.and adjusted by the National Geodetic Survey in June 1991..
 LA0577
 LA0577.The geoid height was determined by GEOID03.
 LA0577
 LA0577.The dynamic height is computed by dividing the NAVD 88
 LA0577.geopotential number by the normal gravity value computed on the
 LA0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0577.degrees latitude (g = 980.6199 gals.).
 LA0577
 LA0577.The modeled gravity was interpolated from observed gravity values.
 LA0577
 LA0577;                    North         East    Units  Estimated Accuracy
 LA0577;SPC OH N     -   112,170.      410,000.      MT  (+/- 180 meters Scaled)
 LA0577
 LA0577                          SUPERSEDED SURVEY CONTROL
 LA0577
 LA0577  NGVD 29 (??/??/92)  250.268  (m)          821.09   (f) ADJ UNCH    2 0
 LA0577
 LA0577.Superseded values are not recommended for survey control.
 LA0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0577.See file dsdata.txt to determine how the superseded data were derived.
 LA0577
 LA0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL904028(NAD 83)
 LA0577_MARKER: DB = BENCH MARK DISK
 LA0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0577_SP_SET: ABUTMENT
 LA0577_STAMPING: B 127 1947
 LA0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0577
 LA0577  HISTORY     - Date     Condition        Report By
 LA0577  HISTORY     - 1947     MONUMENTED       CGS
 LA0577
 LA0577                          STATION DESCRIPTION
 LA0577
 LA0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0577'3 MI NE FROM CHATTANOOGA.
 LA0577'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 49 FROM THE METHODIST
 LA0577'CHURCH AT CHATTANOOGA, THENCE ABOUT 1.95 MILE EAST ALONG STATE
 LA0577'HIGWAY 707, ABOUT 0.45 MILE WEST OF A CHURCH AND CEMETERY, AT A
 LA0577'CROSS ROAD (GRAVEL SOUTH AND BLACK TOP NORTH), 110 FEET SOUTH
 LA0577'OF THE CENTER LINE OF THE HIGHWAY, 11 FEET EAST OF THE CENTER
 LA0577'LINE OF THE GRAVEL ROAD, SET IN THE TOP OF THE EAST END OF THE
 LA0577'SOUTH CONCRETE ABUTMENT OF A 50-FOOT CONCRETE AND STEEL BRIDGE
 LA0577'OVER BLACK CREEK, AND ABOUT LEVEL WITH THE ROAD LEADING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0559 ***********************************************************************
 LA0559  DESIGNATION -  B 128
 LA0559  PID         -  LA0559
 LA0559  STATE/COUNTY-  OH/MERCER
 LA0559  USGS QUAD   -  CELINA (1982)
 LA0559
 LA0559                         *CURRENT SURVEY CONTROL
 LA0559  ___________________________________________________________________
 LA0559* NAD 83(1986)-  40 32 44.     (N)    084 36 34.     (W)     SCALED    
 LA0559* NAVD 88     -       262.873  (meters)     862.44   (feet)  ADJUSTED  
 LA0559  ___________________________________________________________________
 LA0559  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LA0559  DYNAMIC HT  -         262.747 (meters)     862.03  (feet)  COMP
 LA0559  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 LA0559
 LA0559  VERT ORDER  -  SECOND    CLASS 0
 LA0559
 LA0559.The horizontal coordinates were scaled from a topographic map and have
 LA0559.an estimated accuracy of +/- 6 seconds.
 LA0559
 LA0559.The orthometric height was determined by differential leveling
 LA0559.and adjusted by the National Geodetic Survey in June 1991..
 LA0559
 LA0559.The geoid height was determined by GEOID03.
 LA0559
 LA0559.The dynamic height is computed by dividing the NAVD 88
 LA0559.geopotential number by the normal gravity value computed on the
 LA0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0559.degrees latitude (g = 980.6199 gals.).
 LA0559
 LA0559.The modeled gravity was interpolated from observed gravity values.
 LA0559
 LA0559;                    North         East    Units  Estimated Accuracy
 LA0559;SPC OH N     -    99,760.      421,330.      MT  (+/- 180 meters Scaled)
 LA0559
 LA0559                          SUPERSEDED SURVEY CONTROL
 LA0559
 LA0559  NGVD 29 (??/??/92)  263.028  (m)          862.95   (f) ADJ UNCH    2 0
 LA0559
 LA0559.Superseded values are not recommended for survey control.
 LA0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0559.See file dsdata.txt to determine how the superseded data were derived.
 LA0559
 LA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK024910(NAD 83)
 LA0559_MARKER: DB = BENCH MARK DISK
 LA0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0559_SP_SET: CULVERT
 LA0559_STAMPING: B 128 1947
 LA0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0559
 LA0559  HISTORY     - Date     Condition        Report By
 LA0559  HISTORY     - 1947     MONUMENTED       CGS
 LA0559
 LA0559                          STATION DESCRIPTION
 LA0559
 LA0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0559'2 MI W FROM CELINA.
 LA0559'ABOUT 1.95 MILES WEST ALONG STATE HIGHWAY 29 FROM ITS JUNCTION
 LA0559'WITH U.S. HIGHWAY 127 AT CELINA, AT A CROSS ROAD, 25.5 FEET
 LA0559'NORTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET WEST OF THE
 LA0559'CENTER LINE OF THE ROAD NORTH, IN THE TOP OF THE WEST END OF THE
 LA0559'NORTH HEAD WALL OF A CONCRETE CULVERT, AND ABOUT LEVEL WITH THE
 LA0559'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1182 ***********************************************************************
 JZ1182  DESIGNATION -  B 129
 JZ1182  PID         -  JZ1182
 JZ1182  STATE/COUNTY-  OH/DARKE
 JZ1182  USGS QUAD   -  NEW MADISON (1984)
 JZ1182
 JZ1182                         *CURRENT SURVEY CONTROL
 JZ1182  ___________________________________________________________________
 JZ1182* NAD 83(1986)-  39 59 24.     (N)    084 41 42.     (W)     SCALED    
 JZ1182* NAVD 88     -       337.234  (meters)    1106.41   (feet)  ADJUSTED  
 JZ1182  ___________________________________________________________________
 JZ1182  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JZ1182  DYNAMIC HT  -         337.043 (meters)    1105.78  (feet)  COMP
 JZ1182  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 JZ1182
 JZ1182  VERT ORDER  -  SECOND    CLASS 0
 JZ1182
 JZ1182.The horizontal coordinates were scaled from a topographic map and have
 JZ1182.an estimated accuracy of +/- 6 seconds.
 JZ1182
 JZ1182.The orthometric height was determined by differential leveling
 JZ1182.and adjusted by the National Geodetic Survey in June 1991..
 JZ1182
 JZ1182.The geoid height was determined by GEOID03.
 JZ1182
 JZ1182.The dynamic height is computed by dividing the NAVD 88
 JZ1182.geopotential number by the normal gravity value computed on the
 JZ1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1182.degrees latitude (g = 980.6199 gals.).
 JZ1182
 JZ1182.The modeled gravity was interpolated from observed gravity values.
 JZ1182
 JZ1182;                    North         East    Units  Estimated Accuracy
 JZ1182;SPC OH S     -   223,200.      412,550.      MT  (+/- 180 meters Scaled)
 JZ1182
 JZ1182                          SUPERSEDED SURVEY CONTROL
 JZ1182
 JZ1182  NGVD 29 (??/??/92)  337.377  (m)         1106.88   (f) ADJ UNCH    2 0
 JZ1182
 JZ1182.Superseded values are not recommended for survey control.
 JZ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1182.See file dsdata.txt to determine how the superseded data were derived.
 JZ1182
 JZ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK967291(NAD 83)
 JZ1182_MARKER: DB = BENCH MARK DISK
 JZ1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1182_STAMPING: B 129 1947
 JZ1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1182+STABILITY: SURFACE MOTION
 JZ1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1182+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 JZ1182
 JZ1182  HISTORY     - Date     Condition        Report By
 JZ1182  HISTORY     - 1947     MONUMENTED       CGS
 JZ1182  HISTORY     - 20030826 GOOD             GEOCAC
 JZ1182
 JZ1182                          STATION DESCRIPTION
 JZ1182
 JZ1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1182'1.8 MI W FROM SAVONA.
 JZ1182'1.85 MILES WEST ALONG A BLACK TOP ROAD LEADING TO HOLLANSBURG
 JZ1182'FROM ITS CROSSING WITH THE CINCINNATI NORTHERN RAILROAD, ABOUT
 JZ1182'0.95 MILE WEST OF THE CROSSING OF STATE HIGHWAY 121, 0.7 MILE
 JZ1182'WEST OF SWITCH TOWER HEWITT AT THE INTERSECTION OF THE
 JZ1182'PENNSYLVANIA AND THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 JZ1182'LOUIS RAILROADS, AT THE NORTH END OF A 100 YARD CORRECTION JOG
 JZ1182'IN THE ROAD (THE EAST TANGENT BEING FURTHER SOUTH), 16 FEET
 JZ1182'EAST OF THE CENTER LINE OF THE NORTH-SOUTH STRETCH OF THE
 JZ1182'ROAD, 6 FEET SOUTH OF THE PROLONGED CENTERLINE OF THE WEST
 JZ1182'TANGENT OF THE ROAD, 15 FEET NORTH OF A POWER POLE, 1 FOOT WEST
 JZ1182'OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ1182'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1182'PROJECTING 4 INCHES.
 JZ1182
 JZ1182                          STATION RECOVERY (2003)
 JZ1182
 JZ1182'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1182'39 59.413 84 31.712 (10 FT ACCURACY)
 JZ1182'FENCE AND WITNESS POST ARE GONE.
 JZ1182' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0014 ***********************************************************************
 MC0014  DESIGNATION -  B 13
 MC0014  PID         -  MC0014
 MC0014  STATE/COUNTY-  OH/LORAIN
 MC0014  USGS QUAD   -  LORAIN (1979)
 MC0014
 MC0014                         *CURRENT SURVEY CONTROL
 MC0014  ___________________________________________________________________
 MC0014* NAD 83(1986)-  41 26 47.     (N)    082 13 39.     (W)     SCALED    
 MC0014* NAVD 88     -       182.623  (meters)     599.16   (feet)  ADJUSTED  
 MC0014  ___________________________________________________________________
 MC0014  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 MC0014  DYNAMIC HT  -         182.550 (meters)     598.92  (feet)  COMP
 MC0014  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 MC0014
 MC0014  VERT ORDER  -  SECOND    CLASS 0
 MC0014
 MC0014.The horizontal coordinates were scaled from a topographic map and have
 MC0014.an estimated accuracy of +/- 6 seconds.
 MC0014
 MC0014.The orthometric height was determined by differential leveling
 MC0014.and adjusted by the National Geodetic Survey in June 1991..
 MC0014
 MC0014.The geoid height was determined by GEOID03.
 MC0014
 MC0014.The dynamic height is computed by dividing the NAVD 88
 MC0014.geopotential number by the normal gravity value computed on the
 MC0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0014.degrees latitude (g = 980.6199 gals.).
 MC0014
 MC0014.The modeled gravity was interpolated from observed gravity values.
 MC0014
 MC0014;                    North         East    Units  Estimated Accuracy
 MC0014;SPC OH N     -   197,670.      622,770.      MT  (+/- 180 meters Scaled)
 MC0014
 MC0014                          SUPERSEDED SURVEY CONTROL
 MC0014
 MC0014  NGVD 29 (??/??/92)  182.766  (m)          599.62   (f) ADJ UNCH    2 0
 MC0014
 MC0014.Superseded values are not recommended for survey control.
 MC0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0014.See file dsdata.txt to determine how the superseded data were derived.
 MC0014
 MC0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF974890(NAD 83)
 MC0014_MARKER: DB = BENCH MARK DISK
 MC0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0014_STAMPING: B 13 1934
 MC0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0014+STABILITY: SURFACE MOTION
 MC0014
 MC0014  HISTORY     - Date     Condition        Report By
 MC0014  HISTORY     - 1934     MONUMENTED       CGS
 MC0014  HISTORY     - 1952     MARK NOT FOUND   NGS
 MC0014  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0014  HISTORY     - 19970526 MARK NOT FOUND   USPSQD
 MC0014
 MC0014                          STATION DESCRIPTION
 MC0014
 MC0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 MC0014'2.7 MI W FROM LORAIN.
 MC0014'2.7 MILES WEST ALONG THE NEW YORK, CHICAGO, AND ST. LOUIS
 MC0014'RAILROAD FROM THE STATION AT LORAIN, LORAIN COUNTY, 0.4 MILE
 MC0014'WEST OF THE UNDERPASS OF STATE HIGHWAY 6 AND 2, 24 FEET SOUTHWEST
 MC0014'OF POLE R 281-75, 42 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 MC0014'AND ABOUT 4 FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK,
 MC0014'STAMPED B 13 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MC0014
 MC0014                          STATION RECOVERY (1980)
 MC0014
 MC0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0014'NOT RECOVERED, REPORTED NOT RECOVERED IN 1952.
 MC0014
 MC0014                          STATION RECOVERY (1997)
 MC0014
 MC0014'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1318 ***********************************************************************
 JZ1318  DESIGNATION -  B 130
 JZ1318  PID         -  JZ1318
 JZ1318  STATE/COUNTY-  OH/PREBLE
 JZ1318  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ1318
 JZ1318                         *CURRENT SURVEY CONTROL
 JZ1318  ___________________________________________________________________
 JZ1318* NAD 83(1986)-  39 44 39.     (N)    084 33 59.     (W)     SCALED    
 JZ1318* NAVD 88     -       276.805  (meters)     908.15   (feet)  ADJUSTED  
 JZ1318  ___________________________________________________________________
 JZ1318  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JZ1318  DYNAMIC HT  -         276.645 (meters)     907.63  (feet)  COMP
 JZ1318  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 JZ1318
 JZ1318  VERT ORDER  -  SECOND    CLASS 0
 JZ1318
 JZ1318.The horizontal coordinates were scaled from a topographic map and have
 JZ1318.an estimated accuracy of +/- 6 seconds.
 JZ1318
 JZ1318.The orthometric height was determined by differential leveling
 JZ1318.and adjusted by the National Geodetic Survey in June 1991..
 JZ1318
 JZ1318.The geoid height was determined by GEOID03.
 JZ1318
 JZ1318.The dynamic height is computed by dividing the NAVD 88
 JZ1318.geopotential number by the normal gravity value computed on the
 JZ1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1318.degrees latitude (g = 980.6199 gals.).
 JZ1318
 JZ1318.The modeled gravity was interpolated from observed gravity values.
 JZ1318
 JZ1318;                    North         East    Units  Estimated Accuracy
 JZ1318;SPC OH S     -   195,650.      422,910.      MT  (+/- 180 meters Scaled)
 JZ1318
 JZ1318                          SUPERSEDED SURVEY CONTROL
 JZ1318
 JZ1318  NGVD 29 (??/??/92)  276.968  (m)          908.69   (f) ADJ UNCH    2 0
 JZ1318
 JZ1318.Superseded values are not recommended for survey control.
 JZ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1318.See file dsdata.txt to determine how the superseded data were derived.
 JZ1318
 JZ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK085021(NAD 83)
 JZ1318_MARKER: DB = BENCH MARK DISK
 JZ1318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1318_SP_SET: ABUTMENT
 JZ1318_STAMPING: B 130 1947
 JZ1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1318
 JZ1318  HISTORY     - Date     Condition        Report By
 JZ1318  HISTORY     - 1947     MONUMENTED       CGS
 JZ1318  HISTORY     - 1960     GOOD             NGS
 JZ1318
 JZ1318                          STATION DESCRIPTION
 JZ1318
 JZ1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JZ1318'1.8 MI W FROM WEST ALEXANDRIA.
 JZ1318'1.85 MILES WEST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT WEST
 JZ1318'ALEXANDRIA, 25 YARDS EAST OF THE JUNCTION OF A ROAD SOUTH, SET IN
 JZ1318'THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A 120-FOOT
 JZ1318'CONCRETE BRIDGE OVER BANTAS FORK, 16 FEET SOUTH OF THE CENTER
 JZ1318'LINE OF THE HIGHWAY, 1.2 FEET SOUTH OF THE CONCRETE BANISTER
 JZ1318'AND ABOUT 0.4 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0316 ***********************************************************************
 LA0316  DESIGNATION -  B 131
 LA0316  PID         -  LA0316
 LA0316  STATE/COUNTY-  OH/DARKE
 LA0316  USGS QUAD   -  COSMOS (1994)
 LA0316
 LA0316                         *CURRENT SURVEY CONTROL
 LA0316  ___________________________________________________________________
 LA0316* NAD 83(1986)-  40 18 32.     (N)    084 46 59.     (W)     SCALED    
 LA0316* NAVD 88     -       319.856  (meters)    1049.39   (feet)  ADJUSTED  
 LA0316  ___________________________________________________________________
 LA0316  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LA0316  DYNAMIC HT  -         319.693 (meters)    1048.86  (feet)  COMP
 LA0316  MODELED GRAV-     980,107.5   (mgal)                       NAVD 88
 LA0316
 LA0316  VERT ORDER  -  SECOND    CLASS 0
 LA0316
 LA0316.The horizontal coordinates were scaled from a topographic map and have
 LA0316.an estimated accuracy of +/- 6 seconds.
 LA0316
 LA0316.The orthometric height was determined by differential leveling
 LA0316.and adjusted by the National Geodetic Survey in June 1991..
 LA0316
 LA0316.The geoid height was determined by GEOID03.
 LA0316
 LA0316.The dynamic height is computed by dividing the NAVD 88
 LA0316.geopotential number by the normal gravity value computed on the
 LA0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0316.degrees latitude (g = 980.6199 gals.).
 LA0316
 LA0316.The modeled gravity was interpolated from observed gravity values.
 LA0316
 LA0316;                    North         East    Units  Estimated Accuracy
 LA0316;SPC OH S     -   258,790.      405,930.      MT  (+/- 180 meters Scaled)
 LA0316
 LA0316                          SUPERSEDED SURVEY CONTROL
 LA0316
 LA0316  NGVD 29 (??/??/92)  320.006  (m)         1049.89   (f) ADJ UNCH    2 0
 LA0316
 LA0316.Superseded values are not recommended for survey control.
 LA0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0316.See file dsdata.txt to determine how the superseded data were derived.
 LA0316
 LA0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK883644(NAD 83)
 LA0316_MARKER: DB = BENCH MARK DISK
 LA0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0316_SP_SET: CULVERT
 LA0316_STAMPING: B 131 1947
 LA0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0316
 LA0316  HISTORY     - Date     Condition        Report By
 LA0316  HISTORY     - 1947     MONUMENTED       CGS
 LA0316
 LA0316                          STATION DESCRIPTION
 LA0316
 LA0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0316'0.4 MI W FROM BUCKS CORNER.
 LA0316'ABOUT 0.45 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 LA0316'AT BUCKS CORNER, ABOUT 1.1 MILES EAST OF THE INDIANA-OHIO
 LA0316'STATE LINE, ABOUT 0.2 MILE EAST OF A CEMETERY AND AN ABANDONED
 LA0316'CHURCH AND SCHOOL, IN THE TOP OF THE WEST END OF THE NORTH
 LA0316'CONCRETE HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT, 12 FEET
 LA0316'NORTH OF AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1328 ***********************************************************************
 JZ1328  DESIGNATION -  B 132
 JZ1328  PID         -  JZ1328
 JZ1328  STATE/COUNTY-  OH/PREBLE
 JZ1328  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1328
 JZ1328                         *CURRENT SURVEY CONTROL
 JZ1328  ___________________________________________________________________
 JZ1328* NAD 83(1986)-  39 40 37.     (N)    084 46 20.     (W)     SCALED    
 JZ1328* NAVD 88     -       312.304  (meters)    1024.62   (feet)  ADJUSTED  
 JZ1328  ___________________________________________________________________
 JZ1328  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JZ1328  DYNAMIC HT  -         312.120 (meters)    1024.01  (feet)  COMP
 JZ1328  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 JZ1328
 JZ1328  VERT ORDER  -  SECOND    CLASS 0
 JZ1328
 JZ1328.The horizontal coordinates were scaled from a topographic map and have
 JZ1328.an estimated accuracy of +/- 6 seconds.
 JZ1328
 JZ1328.The orthometric height was determined by differential leveling
 JZ1328.and adjusted by the National Geodetic Survey in June 1991..
 JZ1328
 JZ1328.The geoid height was determined by GEOID03.
 JZ1328
 JZ1328.The dynamic height is computed by dividing the NAVD 88
 JZ1328.geopotential number by the normal gravity value computed on the
 JZ1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1328.degrees latitude (g = 980.6199 gals.).
 JZ1328
 JZ1328.The modeled gravity was interpolated from observed gravity values.
 JZ1328
 JZ1328;                    North         East    Units  Estimated Accuracy
 JZ1328;SPC OH S     -   188,620.      405,090.      MT  (+/- 180 meters Scaled)
 JZ1328
 JZ1328                          SUPERSEDED SURVEY CONTROL
 JZ1328
 JZ1328  NGVD 29 (??/??/92)  312.457  (m)         1025.12   (f) ADJ UNCH    2 0
 JZ1328
 JZ1328.Superseded values are not recommended for survey control.
 JZ1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1328.See file dsdata.txt to determine how the superseded data were derived.
 JZ1328
 JZ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ910942(NAD 83)
 JZ1328_MARKER: DB = BENCH MARK DISK
 JZ1328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1328_SP_SET: STEP
 JZ1328_STAMPING: B 132 1947
 JZ1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1328+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 JZ1328
 JZ1328  HISTORY     - Date     Condition        Report By
 JZ1328  HISTORY     - 1947     MONUMENTED       CGS
 JZ1328  HISTORY     - 20030609 GOOD             GEOCAC
 JZ1328
 JZ1328                          STATION DESCRIPTION
 JZ1328
 JZ1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1328'2.8 MI N FROM FAIRHAVEN.
 JZ1328'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 177 FROM THE PRESBYTERIAN
 JZ1328'CHURCH AT FAIRHAVEN, THENCE ABOUT 2.45 MILES NORTH ALONG A GRAVEL
 JZ1328'ROAD, THENCE ABOUT 0.2 MILE WEST AND NORTH ALONG A GRAVEL ROAD,
 JZ1328'150 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A ROAD WEST,
 JZ1328'SET IN THE TOP OF THE SOUTHWEST END OF THE TOP STEP OF THE
 JZ1328'SOUTHWEST CONCRETE WING WALL OF A 95-FOOT STEEL BRIDGE OVER FOUR
 JZ1328'MILE CREEK, 12 FEET WEST OF THE CENTER LINE OF THE ROAD, 6.5
 JZ1328'FEET SOUTHWEST OF THE SOUTH END OF THE STEEL BEAM AND ABOUT 0.5
 JZ1328'FOOT BELOW THE ROAD.
 JZ1328
 JZ1328                          STATION RECOVERY (2003)
 JZ1328
 JZ1328'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1328'39 40.635 84 46.321 (17FT ACCURACY)
 JZ1328'THE GRAVEL ROAD IS NOW PAVED, CONCORD-FAIRHAVEN ROAD.  THE ROAD WEST
 JZ1328'IS WATT ROAD.
 JZ1328' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1397 ***********************************************************************
 JZ1397  DESIGNATION -  B 133
 JZ1397  PID         -  JZ1397
 JZ1397  STATE/COUNTY-  OH/PREBLE
 JZ1397  USGS QUAD   -  EATON SOUTH (1987)
 JZ1397
 JZ1397                         *CURRENT SURVEY CONTROL
 JZ1397  ___________________________________________________________________
 JZ1397* NAD 83(1986)-  39 39 30.     (N)    084 38 06.     (W)     SCALED    
 JZ1397* NAVD 88     -       289.571  (meters)     950.03   (feet)  ADJUSTED  
 JZ1397  ___________________________________________________________________
 JZ1397  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JZ1397  DYNAMIC HT  -         289.405 (meters)     949.49  (feet)  COMP
 JZ1397  MODELED GRAV-     980,046.3   (mgal)                       NAVD 88
 JZ1397
 JZ1397  VERT ORDER  -  SECOND    CLASS 0
 JZ1397
 JZ1397.The horizontal coordinates were scaled from a topographic map and have
 JZ1397.an estimated accuracy of +/- 6 seconds.
 JZ1397
 JZ1397.The orthometric height was determined by differential leveling
 JZ1397.and adjusted by the National Geodetic Survey in June 1991..
 JZ1397
 JZ1397.The geoid height was determined by GEOID03.
 JZ1397
 JZ1397.The dynamic height is computed by dividing the NAVD 88
 JZ1397.geopotential number by the normal gravity value computed on the
 JZ1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1397.degrees latitude (g = 980.6199 gals.).
 JZ1397
 JZ1397.The modeled gravity was interpolated from observed gravity values.
 JZ1397
 JZ1397;                    North         East    Units  Estimated Accuracy
 JZ1397;SPC OH S     -   186,260.      416,810.      MT  (+/- 180 meters Scaled)
 JZ1397
 JZ1397                          SUPERSEDED SURVEY CONTROL
 JZ1397
 JZ1397  NGVD 29 (??/??/92)  289.734  (m)          950.57   (f) ADJ UNCH    2 0
 JZ1397
 JZ1397.Superseded values are not recommended for survey control.
 JZ1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1397.See file dsdata.txt to determine how the superseded data were derived.
 JZ1397
 JZ1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ028925(NAD 83)
 JZ1397_MARKER: DB = BENCH MARK DISK
 JZ1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1397_STAMPING: B 133 1947
 JZ1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1397+STABILITY: SURFACE MOTION
 JZ1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1397+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 JZ1397
 JZ1397  HISTORY     - Date     Condition        Report By
 JZ1397  HISTORY     - 1947     MONUMENTED       CGS
 JZ1397  HISTORY     - 1978     GOOD             DOD
 JZ1397  HISTORY     - 20030822 GOOD             GEOCAC
 JZ1397
 JZ1397                          STATION DESCRIPTION
 JZ1397
 JZ1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1397'2.2 MI N FROM CAMDEN.
 JZ1397'2.25 MILES NORTH ALONG U.S. HIGHWAY 127 FROM ITS INTERSECTION
 JZ1397'WITH STATE HIGHWAY 725 AT CAMDEN, ABOUT 0.15 MILE NORTH OF THE
 JZ1397'T JUNCTION OF A ROAD LEADING WEST, AT THE T JUNCTION OF A PRIVATE
 JZ1397'ROAD LEADING EAST TO THE HOWERTON DAIRY, 39 FEET EAST OF THE
 JZ1397'CENTER LINE OF THE HIGHWAY, 21 FEET NORTH OF THE CENTER LINE OF
 JZ1397'THE PRIVATE ROAD, 7.5 FEET NORTH OF A FENCE CORNER POST, 1 FOOT
 JZ1397'WEST OF THE FENCE LINE, 11 FEET SOUTH OF A TELEPHONE POLE, 2
 JZ1397'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 JZ1397'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1397'4 INCHES.
 JZ1397
 JZ1397                          STATION RECOVERY (1978)
 JZ1397
 JZ1397'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 JZ1397'RECOVERED IN GOOD CONDITION.
 JZ1397
 JZ1397                          STATION RECOVERY (2003)
 JZ1397
 JZ1397'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1397'39 39.500 84 38.096 (8 FT ACCURACY)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0145 ***********************************************************************
 JZ0145  DESIGNATION -  B 134
 JZ0145  PID         -  JZ0145
 JZ0145  STATE/COUNTY-  OH/MONTGOMERY
 JZ0145  USGS QUAD   -  MIDDLETOWN (1981)
 JZ0145
 JZ0145                         *CURRENT SURVEY CONTROL
 JZ0145  ___________________________________________________________________
 JZ0145* NAD 83(1986)-  39 37 23.     (N)    084 23 34.     (W)     SCALED    
 JZ0145* NAVD 88     -       221.052  (meters)     725.23   (feet)  ADJUSTED  
 JZ0145  ___________________________________________________________________
 JZ0145  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JZ0145  DYNAMIC HT  -         220.924 (meters)     724.81  (feet)  COMP
 JZ0145  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 JZ0145
 JZ0145  VERT ORDER  -  SECOND    CLASS 0
 JZ0145
 JZ0145.The horizontal coordinates were scaled from a topographic map and have
 JZ0145.an estimated accuracy of +/- 6 seconds.
 JZ0145
 JZ0145.The orthometric height was determined by differential leveling
 JZ0145.and adjusted by the National Geodetic Survey in June 1991..
 JZ0145
 JZ0145.The geoid height was determined by GEOID03.
 JZ0145
 JZ0145.The dynamic height is computed by dividing the NAVD 88
 JZ0145.geopotential number by the normal gravity value computed on the
 JZ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0145.degrees latitude (g = 980.6199 gals.).
 JZ0145
 JZ0145.The modeled gravity was interpolated from observed gravity values.
 JZ0145
 JZ0145;                    North         East    Units  Estimated Accuracy
 JZ0145;SPC OH S     -   181,890.      437,500.      MT  (+/- 180 meters Scaled)
 JZ0145
 JZ0145                          SUPERSEDED SURVEY CONTROL
 JZ0145
 JZ0145  NGVD 29 (??/??/92)  221.232  (m)          725.83   (f) ADJ UNCH    2 0
 JZ0145
 JZ0145.Superseded values are not recommended for survey control.
 JZ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0145.See file dsdata.txt to determine how the superseded data were derived.
 JZ0145
 JZ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ237891(NAD 83)
 JZ0145_MARKER: DB = BENCH MARK DISK
 JZ0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0145_SP_SET: ABUTMENT
 JZ0145_STAMPING: B 134 1947
 JZ0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0145
 JZ0145  HISTORY     - Date     Condition        Report By
 JZ0145  HISTORY     - 1947     MONUMENTED       CGS
 JZ0145
 JZ0145                          STATION DESCRIPTION
 JZ0145
 JZ0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0145'1.3 MI W FROM GERMANTOWN.
 JZ0145'1.3 MILES WEST ALONG STATE HIGHWAY 725 FROM THE INTERSECTION
 JZ0145'OF STATE HIGHWAY 4 AT GERMANTOWN, SET IN THE TOP OF THE NORTH
 JZ0145'END OF THE LOWER PART OF THE WEST CONCRETE ABUTMENT OF THE
 JZ0145'225-FOOT STEEL BRIDGE OVER TWIN CREEK, 14.5 FEET NORTH OF THE
 JZ0145'CENTER LINE OF THE HIGHWAY, 2.5 FEET NORTH OF THE STEEL BEAM
 JZ0145'AND 4 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI3506 ***********************************************************************
 AI3506  DESIGNATION -  B 134 RESET
 AI3506  PID         -  AI3506
 AI3506  STATE/COUNTY-  OH/MONTGOMERY
 AI3506  USGS QUAD   -  MIDDLETOWN (1981)
 AI3506
 AI3506                         *CURRENT SURVEY CONTROL
 AI3506  ___________________________________________________________________
 AI3506* NAD 83(1986)-  39 37 23.     (N)    084 23 34.     (W)     SCALED    
 AI3506* NAVD 88     -       222.21   (meters)     729.0    (feet)  RESET     
 AI3506  ___________________________________________________________________
 AI3506  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AI3506
 AI3506  VERT ORDER  -  THIRD
 AI3506
 AI3506.The horizontal coordinates were scaled from a topographic map and have
 AI3506.an estimated accuracy of +/- 6 seconds.
 AI3506
 AI3506.The orthometric height was computed from unverified reset data.
 AI3506.No vertical observational check was made to the station.
 AI3506
 AI3506.The geoid height was determined by GEOID03.
 AI3506
 AI3506;                    North         East    Units  Estimated Accuracy
 AI3506;SPC OH S     -   181,890.      437,500.      MT  (+/- 180 meters Scaled)
 AI3506
 AI3506                          SUPERSEDED SURVEY CONTROL
 AI3506
 AI3506.No superseded survey control is available for this station.
 AI3506
 AI3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ237891(NAD 83)
 AI3506_MARKER: DV = VERTICAL CONTROL DISK
 AI3506_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3506_SP_SET: BRIDGE ABUTMENT
 AI3506_STAMPING: B 134 RESET 1994
 AI3506_MARK LOGO: NGS   
 AI3506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3506
 AI3506  HISTORY     - Date     Condition        Report By
 AI3506  HISTORY     - 1994     MONUMENTED       OHDT
 AI3506
 AI3506                          STATION DESCRIPTION
 AI3506
 AI3506'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (MD)
 AI3506'1.9 MILES (3.1 KM) WEST ALONG STATE ROUTE 725 FROM THE INTERSECTION OF
 AI3506'STATE ROUTE 4 AT GERMANTOWN, SET IN THE TOP OF THE NORTH END OF THE
 AI3506'WEST CONCRETE ABUTMENT OF A CONCRETE BEAM BRIDGE OVER TWIN CREEK, 6.6
 AI3506'METERS (21.7 FT) NORTH OF THE CENTER OF THE HIGHWAY, AND LEVEL WITH
 AI3506'THE PAVEMENT.  NOTE--NEW MARK NOT SUITED FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0836 ***********************************************************************
 JZ0836  DESIGNATION -  B 135
 JZ0836  PID         -  JZ0836
 JZ0836  STATE/COUNTY-  OH/BUTLER
 JZ0836  USGS QUAD   -  HAMILTON (1988)
 JZ0836
 JZ0836                         *CURRENT SURVEY CONTROL
 JZ0836  ___________________________________________________________________
 JZ0836* NAD 83(1986)-  39 25 28.     (N)    084 32 27.     (W)     SCALED    
 JZ0836* NAVD 88     -       184.622  (meters)     605.71   (feet)  ADJUSTED  
 JZ0836  ___________________________________________________________________
 JZ0836  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JZ0836  DYNAMIC HT  -         184.518 (meters)     605.37  (feet)  COMP
 JZ0836  MODELED GRAV-     980,059.7   (mgal)                       NAVD 88
 JZ0836
 JZ0836  VERT ORDER  -  FIRST     CLASS II
 JZ0836
 JZ0836.The horizontal coordinates were scaled from a topographic map and have
 JZ0836.an estimated accuracy of +/- 6 seconds.
 JZ0836
 JZ0836.The orthometric height was determined by differential leveling
 JZ0836.and adjusted by the National Geodetic Survey in June 1991..
 JZ0836
 JZ0836.The geoid height was determined by GEOID03.
 JZ0836
 JZ0836.The dynamic height is computed by dividing the NAVD 88
 JZ0836.geopotential number by the normal gravity value computed on the
 JZ0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0836.degrees latitude (g = 980.6199 gals.).
 JZ0836
 JZ0836.The modeled gravity was interpolated from observed gravity values.
 JZ0836
 JZ0836;                    North         East    Units  Estimated Accuracy
 JZ0836;SPC OH S     -   160,120.      424,300.      MT  (+/- 180 meters Scaled)
 JZ0836
 JZ0836                          SUPERSEDED SURVEY CONTROL
 JZ0836
 JZ0836  NGVD 29 (??/??/92)  184.80   (m)          606.3    (f) COMPUTED    1 2
 JZ0836
 JZ0836.Superseded values are not recommended for survey control.
 JZ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0836.See file dsdata.txt to determine how the superseded data were derived.
 JZ0836
 JZ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ116667(NAD 83)
 JZ0836_MARKER: DD = SURVEY DISK
 JZ0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0836_SP_SET: BRIDGE SIDEWALK
 JZ0836_STAMPING: B 135 1947
 JZ0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0836
 JZ0836  HISTORY     - Date     Condition        Report By
 JZ0836  HISTORY     - 1947     MONUMENTED       OHGS
 JZ0836  HISTORY     - 1947     GOOD             NGS
 JZ0836  HISTORY     - 1984     GOOD             LOCENG
 JZ0836
 JZ0836                          STATION DESCRIPTION
 JZ0836
 JZ0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0836'AT HAMILTON.
 JZ0836'AT HAMILTON ABOUT 2.25 MILES NORTH ALONG U.S. HIGHWAY 127 FROM
 JZ0836'THE COURT HOUSE, AT THE SOUTH END OF THE CONCRETE BRIDGE OVER
 JZ0836'THE GREAT MIAMI RIVER, SET IN THE TOP OF THE SOUTH END OF THE
 JZ0836'EAST BRIDGE SIDE WALK, 25 FEET EAST OF THE CENTER LINE OF THE
 JZ0836'HIGHWAY, 0.5 FOOT WEST OF THE CONCRETE BANISTER, 0.5 FOOT NORTH
 JZ0836'OF THE SOUTH END OF THE SIDE WALK AND ABOUT 0.5 FOOT ABOVE THE
 JZ0836'SIDE WALK.  NOTE-- FOUND UN-STAMPED AND ASSIGNED OUR NEXT
 JZ0836'DESIGNATION.
 JZ0836
 JZ0836                          STATION RECOVERY (1984)
 JZ0836
 JZ0836'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 JZ0836'RECOVERY REPORT OF NOT FOUND IN 1965 BY CGS DELETED FROM FILE.....
 JZ0836'LOCAL ENGINEER PHONED REQUESTING ELEVATION IN OCTOBER 1984
 JZ0836'INDICATED TWO BRIDGES IN THE AREA COULD HAVE CAUSED CONFUSION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1414 ***********************************************************************
 JZ1414  DESIGNATION -  B 136
 JZ1414  PID         -  JZ1414
 JZ1414  STATE/COUNTY-  OH/PREBLE
 JZ1414  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ1414
 JZ1414                         *CURRENT SURVEY CONTROL
 JZ1414  ___________________________________________________________________
 JZ1414* NAD 83(1986)-  39 38 17.     (N)    084 32 11.     (W)     SCALED    
 JZ1414* NAVD 88     -       291.845  (meters)     957.49   (feet)  ADJUSTED  
 JZ1414  ___________________________________________________________________
 JZ1414  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JZ1414  DYNAMIC HT  -         291.677 (meters)     956.94  (feet)  COMP
 JZ1414  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 JZ1414
 JZ1414  VERT ORDER  -  SECOND    CLASS 0
 JZ1414
 JZ1414.The horizontal coordinates were scaled from a topographic map and have
 JZ1414.an estimated accuracy of +/- 6 seconds.
 JZ1414
 JZ1414.The orthometric height was determined by differential leveling
 JZ1414.and adjusted by the National Geodetic Survey in June 1991..
 JZ1414
 JZ1414.The geoid height was determined by GEOID03.
 JZ1414
 JZ1414.The dynamic height is computed by dividing the NAVD 88
 JZ1414.geopotential number by the normal gravity value computed on the
 JZ1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1414.degrees latitude (g = 980.6199 gals.).
 JZ1414
 JZ1414.The modeled gravity was interpolated from observed gravity values.
 JZ1414
 JZ1414;                    North         East    Units  Estimated Accuracy
 JZ1414;SPC OH S     -   183,820.      425,220.      MT  (+/- 180 meters Scaled)
 JZ1414
 JZ1414                          SUPERSEDED SURVEY CONTROL
 JZ1414
 JZ1414  NGVD 29 (??/??/92)  292.016  (m)          958.06   (f) ADJ UNCH    2 0
 JZ1414
 JZ1414.Superseded values are not recommended for survey control.
 JZ1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1414.See file dsdata.txt to determine how the superseded data were derived.
 JZ1414
 JZ1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ114904(NAD 83)
 JZ1414_MARKER: DB = BENCH MARK DISK
 JZ1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1414_STAMPING: B 136 1947
 JZ1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1414+STABILITY: SURFACE MOTION
 JZ1414
 JZ1414  HISTORY     - Date     Condition        Report By
 JZ1414  HISTORY     - 1947     MONUMENTED       CGS
 JZ1414
 JZ1414                          STATION DESCRIPTION
 JZ1414
 JZ1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1414'1 MI SW FROM GRATIS.
 JZ1414'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 503 FROM THE POST OFFICE
 JZ1414'AT GRATIS, AT THE T JUNCTION OF A ROAD SOUTH, 67 FEET SOUTHEAST
 JZ1414'OF THE CENTER LINE OF THE HIGHWAY, 17 FEET EAST OF THE CENTER
 JZ1414'LINE OF THE ROAD SOUTH, 47 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 JZ1414'WEST OF THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 JZ1414'POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 JZ1414'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0156 ***********************************************************************
 JZ0156  DESIGNATION -  B 137
 JZ0156  PID         -  JZ0156
 JZ0156  STATE/COUNTY-  OH/BUTLER
 JZ0156  USGS QUAD   -  MIDDLETOWN (1981)
 JZ0156
 JZ0156                         *CURRENT SURVEY CONTROL
 JZ0156  ___________________________________________________________________
 JZ0156* NAD 83(1986)-  39 32 06.     (N)    084 23 05.     (W)     SCALED    
 JZ0156* NAVD 88     -       197.030  (meters)     646.42   (feet)  ADJUSTED  
 JZ0156  ___________________________________________________________________
 JZ0156  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JZ0156  DYNAMIC HT  -         196.915 (meters)     646.05  (feet)  COMP
 JZ0156  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 JZ0156
 JZ0156  VERT ORDER  -  SECOND    CLASS 0
 JZ0156
 JZ0156.This mark is at Hook Fld Municipal Airport (MWO)
 JZ0156
 JZ0156.The horizontal coordinates were scaled from a topographic map and have
 JZ0156.an estimated accuracy of +/- 6 seconds.
 JZ0156
 JZ0156.The orthometric height was determined by differential leveling
 JZ0156.and adjusted by the National Geodetic Survey in June 1991..
 JZ0156
 JZ0156.The geoid height was determined by GEOID03.
 JZ0156
 JZ0156.The dynamic height is computed by dividing the NAVD 88
 JZ0156.geopotential number by the normal gravity value computed on the
 JZ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0156.degrees latitude (g = 980.6199 gals.).
 JZ0156
 JZ0156.The modeled gravity was interpolated from observed gravity values.
 JZ0156
 JZ0156;                    North         East    Units  Estimated Accuracy
 JZ0156;SPC OH S     -   172,100.      437,990.      MT  (+/- 180 meters Scaled)
 JZ0156
 JZ0156                          SUPERSEDED SURVEY CONTROL
 JZ0156
 JZ0156  NGVD 29 (??/??/92)  197.206  (m)          647.00   (f) ADJ UNCH    2 0
 JZ0156
 JZ0156.Superseded values are not recommended for survey control.
 JZ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0156.See file dsdata.txt to determine how the superseded data were derived.
 JZ0156
 JZ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ247794(NAD 83)
 JZ0156_MARKER: DB = BENCH MARK DISK
 JZ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0156_STAMPING: B 137 1947
 JZ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0156+STABILITY: SURFACE MOTION
 JZ0156
 JZ0156  HISTORY     - Date     Condition        Report By
 JZ0156  HISTORY     - 1947     MONUMENTED       CGS
 JZ0156  HISTORY     - 1958     MARK NOT FOUND   NGS
 JZ0156  HISTORY     - 20020304 GOOD             BUTCOE
 JZ0156  HISTORY     - 20020926 GOOD             BUTCOE
 JZ0156
 JZ0156                          STATION DESCRIPTION
 JZ0156
 JZ0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0156'1 MI S FROM POAST TOWN.
 JZ0156'0.95 MILE SOUTH ALONG STTE HIGHWAY 4 FROM THE INTERSECTION OF
 JZ0156'THE TRENTON-FRANKLIN ROAD AT POAST TOWN, AT THE MIDDLETOWN
 JZ0156'MUNICIPAL AIRPORT, NEAR THE CENTER OF THE EAST SIDE OF THE
 JZ0156'AIRPORT, 58 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 28
 JZ0156'FEET EAST OF THE CENTER SUPPORT OF AN AIRPLANE SHAPED WIND
 JZ0156'INDICATOR, 1 FOOT WEST OF THE AIRPORT GUARD RAIL FENCE, 5.5 FEET
 JZ0156'SOUTH OF A GUARD RAIL POST STENCILED USBM, 8.5 FEET NORTH OF A
 JZ0156'GUARD RAIL POST STENCILED USBM, AND SET IN THE TOP OF A CONCRETE
 JZ0156'POST PROJECTING 5 INCHES.
 JZ0156
 JZ0156                          STATION RECOVERY (1958)
 JZ0156
 JZ0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JZ0156'MARK NOT FOUND.
 JZ0156
 JZ0156                          STATION RECOVERY (2002)
 JZ0156
 JZ0156'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ0156'RECOVERED IN GOOD CONDITION.
 JZ0156
 JZ0156                          STATION RECOVERY (2002)
 JZ0156
 JZ0156'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ0156'NEW GUARDRAIL INSTALLED, SET ORANGE CARSONITE POST BY MONUMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0036 ***********************************************************************
 JZ0036  DESIGNATION -  B 138
 JZ0036  PID         -  JZ0036
 JZ0036  STATE/COUNTY-  OH/MIAMI
 JZ0036  USGS QUAD   -  TIPP CITY (1992)
 JZ0036
 JZ0036                         *CURRENT SURVEY CONTROL
 JZ0036  ___________________________________________________________________
 JZ0036* NAD 83(1986)-  39 55 45.     (N)    084 10 04.     (W)     SCALED    
 JZ0036* NAVD 88     -       250.520  (meters)     821.91   (feet)  ADJUSTED  
 JZ0036  ___________________________________________________________________
 JZ0036  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JZ0036  DYNAMIC HT  -         250.386 (meters)     821.47  (feet)  COMP
 JZ0036  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 JZ0036
 JZ0036  VERT ORDER  -  FIRST     CLASS II
 JZ0036
 JZ0036.The horizontal coordinates were scaled from a topographic map and have
 JZ0036.an estimated accuracy of +/- 6 seconds.
 JZ0036
 JZ0036.The orthometric height was determined by differential leveling
 JZ0036.and adjusted by the National Geodetic Survey in June 1991..
 JZ0036
 JZ0036.The geoid height was determined by GEOID03.
 JZ0036
 JZ0036.The dynamic height is computed by dividing the NAVD 88
 JZ0036.geopotential number by the normal gravity value computed on the
 JZ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0036.degrees latitude (g = 980.6199 gals.).
 JZ0036
 JZ0036.The modeled gravity was interpolated from observed gravity values.
 JZ0036
 JZ0036;                    North         East    Units  Estimated Accuracy
 JZ0036;SPC OH S     -   215,490.      457,450.      MT  (+/- 180 meters Scaled)
 JZ0036
 JZ0036                          SUPERSEDED SURVEY CONTROL
 JZ0036
 JZ0036  NGVD 29 (??/??/92)  250.717  (m)          822.56   (f) ADJ UNCH    1 2
 JZ0036
 JZ0036.Superseded values are not recommended for survey control.
 JZ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0036.See file dsdata.txt to determine how the superseded data were derived.
 JZ0036
 JZ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK420237(NAD 83)
 JZ0036_MARKER: DB = BENCH MARK DISK
 JZ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0036_STAMPING: B 138 1947
 JZ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0036+STABILITY: SURFACE MOTION
 JZ0036
 JZ0036  HISTORY     - Date     Condition        Report By
 JZ0036  HISTORY     - 1947     MONUMENTED       CGS
 JZ0036  HISTORY     - 19930621 MARK NOT FOUND   NGS
 JZ0036
 JZ0036                          STATION DESCRIPTION
 JZ0036
 JZ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0036'2.2 MI S FROM TIPP CITY.
 JZ0036'2.15 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0036'STATION AT TIPP CITY, AT MILEAGE POLE 71/33, AT A PRIVATE ROAD
 JZ0036'CROSSING, 65 FEET WEST OF THE WEST RAIL, 23 FEET SOUTH OF THE
 JZ0036'CENTER LINE OF THE ROAD, 2.5 FEET SOUTHEAST OF THE NORTH END POST
 JZ0036'OF THE RAILROAD R/W FENCE, 1 FOOT EAST OF THE FENCE LINE, 31
 JZ0036'FEET WEST OF THE SOUTHWEST CORNER OF THE CONCRETE HEAD WALL OF A
 JZ0036'RAILROAD PIPE CULVERT, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 JZ0036'POST, 3 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 JZ0036'POST PROJECTING 4 INCHES.
 JZ0036
 JZ0036                          STATION RECOVERY (1993)
 JZ0036
 JZ0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0077 ***********************************************************************
 JZ0077  DESIGNATION -  B 139
 JZ0077  PID         -  JZ0077
 JZ0077  STATE/COUNTY-  OH/MONTGOMERY
 JZ0077  USGS QUAD   -  DAYTON SOUTH (1991)
 JZ0077
 JZ0077                         *CURRENT SURVEY CONTROL
 JZ0077  ___________________________________________________________________
 JZ0077* NAD 83(1986)-  39 41 38.     (N)    084 12 41.     (W)     SCALED    
 JZ0077* NAVD 88     -       227.743  (meters)     747.19   (feet)  ADJUSTED  
 JZ0077  ___________________________________________________________________
 JZ0077  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JZ0077  DYNAMIC HT  -         227.616 (meters)     746.77  (feet)  COMP
 JZ0077  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 JZ0077
 JZ0077  VERT ORDER  -  FIRST     CLASS II
 JZ0077
 JZ0077.The horizontal coordinates were scaled from a topographic map and have
 JZ0077.an estimated accuracy of +/- 6 seconds.
 JZ0077
 JZ0077.The orthometric height was determined by differential leveling
 JZ0077.and adjusted by the National Geodetic Survey in June 1991..
 JZ0077
 JZ0077.The geoid height was determined by GEOID03.
 JZ0077
 JZ0077.The dynamic height is computed by dividing the NAVD 88
 JZ0077.geopotential number by the normal gravity value computed on the
 JZ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0077.degrees latitude (g = 980.6199 gals.).
 JZ0077
 JZ0077.The modeled gravity was interpolated from observed gravity values.
 JZ0077
 JZ0077;                    North         East    Units  Estimated Accuracy
 JZ0077;SPC OH S     -   189,440.      453,220.      MT  (+/- 180 meters Scaled)
 JZ0077
 JZ0077                          SUPERSEDED SURVEY CONTROL
 JZ0077
 JZ0077  NGVD 29 (??/??/92)  227.942  (m)          747.84   (f) ADJ UNCH    1 2
 JZ0077
 JZ0077.Superseded values are not recommended for survey control.
 JZ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0077.See file dsdata.txt to determine how the superseded data were derived.
 JZ0077
 JZ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ391975(NAD 83)
 JZ0077_MARKER: DB = BENCH MARK DISK
 JZ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0077_STAMPING: B 139 1947
 JZ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0077+STABILITY: SURFACE MOTION
 JZ0077
 JZ0077  HISTORY     - Date     Condition        Report By
 JZ0077  HISTORY     - 1947     MONUMENTED       CGS
 JZ0077  HISTORY     - 19970609 MARK NOT FOUND   USPSQD
 JZ0077
 JZ0077                          STATION DESCRIPTION
 JZ0077
 JZ0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0077'AT MORRAINE CITY.
 JZ0077'AT MORRAINE CITY, AT THE SOUTH DAYTON AIRPORT, 197 FEET EAST OF
 JZ0077'THE EAST RIGHT-OF-WAY FENCE TO LAMME ROAD RUNNING ALONG THE WEST
 JZ0077'SIDE OF THE FIELD, 58 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 JZ0077'AIRPORT OFFICE BUILDING, 1.9 FEET NORTHWEST OF THE NORTHWEST
 JZ0077'CORNER OF A SMALL STORAGE BUILDING, 115 FEET SOUTHEAST OF THE FLAG
 JZ0077'POLE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ0077'WITH THE PARKING AREA AND SET IN THE TOP OF A CONCRETE POST
 JZ0077'PROJECTING 4 INCHES.
 JZ0077
 JZ0077                          STATION RECOVERY (1997)
 JZ0077
 JZ0077'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0439 ***********************************************************************
 JZ0439  DESIGNATION -  B 140
 JZ0439  PID         -  JZ0439
 JZ0439  STATE/COUNTY-  OH/BUTLER
 JZ0439  USGS QUAD   -  TRENTON (1987)
 JZ0439
 JZ0439                         *CURRENT SURVEY CONTROL
 JZ0439  ___________________________________________________________________
 JZ0439* NAD 83(1986)-  39 28 51.     (N)    084 27 13.     (W)     SCALED    
 JZ0439* NAVD 88     -       198.918  (meters)     652.62   (feet)  ADJUSTED  
 JZ0439  ___________________________________________________________________
 JZ0439  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JZ0439  DYNAMIC HT  -         198.804 (meters)     652.24  (feet)  COMP
 JZ0439  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 JZ0439
 JZ0439  VERT ORDER  -  FIRST     CLASS II
 JZ0439
 JZ0439.The horizontal coordinates were scaled from a topographic map and have
 JZ0439.an estimated accuracy of +/- 6 seconds.
 JZ0439
 JZ0439.The orthometric height was determined by differential leveling
 JZ0439.and adjusted by the National Geodetic Survey in June 1991..
 JZ0439
 JZ0439.The geoid height was determined by GEOID03.
 JZ0439
 JZ0439.The dynamic height is computed by dividing the NAVD 88
 JZ0439.geopotential number by the normal gravity value computed on the
 JZ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0439.degrees latitude (g = 980.6199 gals.).
 JZ0439
 JZ0439.The modeled gravity was interpolated from observed gravity values.
 JZ0439
 JZ0439;                    North         East    Units  Estimated Accuracy
 JZ0439;SPC OH S     -   166,210.      431,940.      MT  (+/- 180 meters Scaled)
 JZ0439
 JZ0439                          SUPERSEDED SURVEY CONTROL
 JZ0439
 JZ0439  NGVD 29 (??/??/92)  199.095  (m)          653.20   (f) ADJ UNCH    1 2
 JZ0439
 JZ0439.Superseded values are not recommended for survey control.
 JZ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0439.See file dsdata.txt to determine how the superseded data were derived.
 JZ0439
 JZ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ190732(NAD 83)
 JZ0439_MARKER: DB = BENCH MARK DISK
 JZ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0439_STAMPING: B 140 1947
 JZ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0439+STABILITY: SURFACE MOTION
 JZ0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0439+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2001
 JZ0439
 JZ0439  HISTORY     - Date     Condition        Report By
 JZ0439  HISTORY     - 1947     MONUMENTED       CGS
 JZ0439  HISTORY     - 20010830 GOOD             BUTCOE
 JZ0439
 JZ0439                          STATION DESCRIPTION
 JZ0439
 JZ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0439'AT TRENTON.
 JZ0439'AT TRENTON, AT THE INTERSECTION OF THE BALTIMORE AND OHIO
 JZ0439'RAILROAD AND STATE HIGHWAY 73, 68 FEET SOUTHEAST AND ACROSS
 JZ0439'BALTIMORE AVENUE FROM THE SOUTHEAST RAIL OF THE TRACK, 82 FEET
 JZ0439'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF THE
 JZ0439'CENTER LINE OF BURKE STREET, 31 FEET SOUTHEAST OF THE CENTER
 JZ0439'LINE OF BALTIMORE AVENUE, 23 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 JZ0439'EAST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 JZ0439'POST, ABOUT LEVEL WITH THE STREETS AND SET IN THE TOP OF A CONCRETE
 JZ0439'POST PROJECTING 4 INCHES.
 JZ0439
 JZ0439                          STATION RECOVERY (2001)
 JZ0439
 JZ0439'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2001 (WCL)
 JZ0439'RECOVERED AS DESCRIBED, NEED TO ADD TO DESCRIPTION.  MONUMENT FOUND 2
 JZ0439'FEET BEHIND CURB OF BURKE STREET AND LEVEL WITH THE TOP OF CURB. HOUSE
 JZ0439'ADDRESS FOR LOCATION IS 2 BALTIMORE AVENUE. MONUMENT IS MARKED BY A
 JZ0439'BUTLER COUNTY ENGINEERS CARSONITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0922 ***********************************************************************
 JZ0922  DESIGNATION -  B 141
 JZ0922  PID         -  JZ0922
 JZ0922  STATE/COUNTY-  OH/HAMILTON
 JZ0922  USGS QUAD   -  HARRISON (1996)
 JZ0922
 JZ0922                         *CURRENT SURVEY CONTROL
 JZ0922  ___________________________________________________________________
 JZ0922* NAD 83(1986)-  39 15 43.     (N)    084 49 00.     (W)     SCALED    
 JZ0922* NAVD 88     -       160.718  (meters)     527.29   (feet)  ADJUSTED  
 JZ0922  ___________________________________________________________________
 JZ0922  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ0922  DYNAMIC HT  -         160.623 (meters)     526.98  (feet)  COMP
 JZ0922  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 JZ0922
 JZ0922  VERT ORDER  -  SECOND    CLASS 0
 JZ0922
 JZ0922.The horizontal coordinates were scaled from a topographic map and have
 JZ0922.an estimated accuracy of +/- 6 seconds.
 JZ0922
 JZ0922.The orthometric height was determined by differential leveling
 JZ0922.and adjusted by the National Geodetic Survey in June 1991..
 JZ0922
 JZ0922.The geoid height was determined by GEOID03.
 JZ0922
 JZ0922.The dynamic height is computed by dividing the NAVD 88
 JZ0922.geopotential number by the normal gravity value computed on the
 JZ0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0922.degrees latitude (g = 980.6199 gals.).
 JZ0922
 JZ0922.The modeled gravity was interpolated from observed gravity values.
 JZ0922
 JZ0922;                    North         East    Units  Estimated Accuracy
 JZ0922;SPC OH S     -   142,660.      400,090.      MT  (+/- 180 meters Scaled)
 JZ0922
 JZ0922                          SUPERSEDED SURVEY CONTROL
 JZ0922
 JZ0922  NGVD 29 (??/??/92)  160.910  (m)          527.92   (f) ADJ UNCH    2 0
 JZ0922
 JZ0922.Superseded values are not recommended for survey control.
 JZ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0922.See file dsdata.txt to determine how the superseded data were derived.
 JZ0922
 JZ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ883481(NAD 83)
 JZ0922_MARKER: DB = BENCH MARK DISK
 JZ0922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0922_SP_SET: WATER TABLE
 JZ0922_STAMPING: B 141 1947
 JZ0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0922
 JZ0922  HISTORY     - Date     Condition        Report By
 JZ0922  HISTORY     - 1947     MONUMENTED       CGS
 JZ0922
 JZ0922                          STATION DESCRIPTION
 JZ0922
 JZ0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0922'AT HARRISON.
 JZ0922'AT HARRISON, SET VERTICALLY IN THE NORTH FACE OF THE STONE WATER
 JZ0922'TABLE AT NORTHWEST CORNER OF THE CITY HALL, 1.7 FEET EAST OF THE
 JZ0922'CORNER AND 2.5 FEET ABOVE THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0988 ***********************************************************************
 JZ0988  DESIGNATION -  B 142
 JZ0988  PID         -  JZ0988
 JZ0988  STATE/COUNTY-  OH/HAMILTON
 JZ0988  USGS QUAD   -  ADDYSTON (1987)
 JZ0988
 JZ0988                         *CURRENT SURVEY CONTROL
 JZ0988  ___________________________________________________________________
 JZ0988* NAD 83(1986)-  39 11 49.     (N)    084 40 04.     (W)     SCALED    
 JZ0988* NAVD 88     -       166.834  (meters)     547.35   (feet)  ADJUSTED  
 JZ0988  ___________________________________________________________________
 JZ0988  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ0988  DYNAMIC HT  -         166.730 (meters)     547.01  (feet)  COMP
 JZ0988  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 JZ0988
 JZ0988  VERT ORDER  -  SECOND    CLASS 0
 JZ0988
 JZ0988.The horizontal coordinates were scaled from a topographic map and have
 JZ0988.an estimated accuracy of +/- 6 seconds.
 JZ0988
 JZ0988.The orthometric height was determined by differential leveling
 JZ0988.and adjusted by the National Geodetic Survey in June 1991..
 JZ0988
 JZ0988.The geoid height was determined by GEOID03.
 JZ0988
 JZ0988.The dynamic height is computed by dividing the NAVD 88
 JZ0988.geopotential number by the normal gravity value computed on the
 JZ0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0988.degrees latitude (g = 980.6199 gals.).
 JZ0988
 JZ0988.The modeled gravity was interpolated from observed gravity values.
 JZ0988
 JZ0988;                    North         East    Units  Estimated Accuracy
 JZ0988;SPC OH S     -   135,120.      412,760.      MT  (+/- 180 meters Scaled)
 JZ0988
 JZ0988                          SUPERSEDED SURVEY CONTROL
 JZ0988
 JZ0988  NGVD 29 (??/??/92)  167.012  (m)          547.94   (f) ADJ UNCH    2 0
 JZ0988
 JZ0988.Superseded values are not recommended for survey control.
 JZ0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0988.See file dsdata.txt to determine how the superseded data were derived.
 JZ0988
 JZ0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ014412(NAD 83)
 JZ0988_MARKER: DB = BENCH MARK DISK
 JZ0988_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0988_SP_SET: BRIDGE
 JZ0988_STAMPING: B 142 1947
 JZ0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0988
 JZ0988  HISTORY     - Date     Condition        Report By
 JZ0988  HISTORY     - 1947     MONUMENTED       CGS
 JZ0988  HISTORY     - 20060601 GOOD             GEOCAC
 JZ0988
 JZ0988                          STATION DESCRIPTION
 JZ0988
 JZ0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0988'3.1 MI SE FROM MIAMI.
 JZ0988'3.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE FARMERS STATE
 JZ0988'BANK AT MIAMI, AT THE JUNCTION OF SHEED ROAD LEADING NORTHEAST,
 JZ0988'SET IN THE TOP OF THE NORTHWEST WING WALL OF A 110 FOOT CONCRETE
 JZ0988'HIGHWAY BRIDGE OVER TAYLOR CREEK, 26 FEET NORTH OF THE CENTER
 JZ0988'LINE OF THE HIGHWAY, 54 FEET SOUTHEAST OF THE CENTER LINE OF
 JZ0988'SHEED ROAD, 1.5 FEET NORTH OF THE CONCRETE BANISTER AND ABOUT 1
 JZ0988'FOOT ABOVE THE HIGHWAY.
 JZ0988
 JZ0988                          STATION RECOVERY (2006)
 JZ0988
 JZ0988'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0988'MARK FOUND IS DESIGNATED AS B142R ODOT (RESET) AND LOCATED AT N39
 JZ0988'11.826 W84 40.070.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0886 ***********************************************************************
 JZ0886  DESIGNATION -  B 143
 JZ0886  PID         -  JZ0886
 JZ0886  STATE/COUNTY-  OH/BUTLER
 JZ0886  USGS QUAD   -  HARRISON (1996)
 JZ0886
 JZ0886                         *CURRENT SURVEY CONTROL
 JZ0886  ___________________________________________________________________
 JZ0886* NAD 83(1986)-  39 20 55.     (N)    084 47 44.     (W)     SCALED    
 JZ0886* NAVD 88     -       267.319  (meters)     877.03   (feet)  ADJUSTED  
 JZ0886  ___________________________________________________________________
 JZ0886  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JZ0886  DYNAMIC HT  -         267.165 (meters)     876.52  (feet)  COMP
 JZ0886  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 JZ0886
 JZ0886  VERT ORDER  -  SECOND    CLASS 0
 JZ0886
 JZ0886.The horizontal coordinates were scaled from a topographic map and have
 JZ0886.an estimated accuracy of +/- 6 seconds.
 JZ0886
 JZ0886.The orthometric height was determined by differential leveling
 JZ0886.and adjusted by the National Geodetic Survey in June 1991..
 JZ0886
 JZ0886.The geoid height was determined by GEOID03.
 JZ0886
 JZ0886.The dynamic height is computed by dividing the NAVD 88
 JZ0886.geopotential number by the normal gravity value computed on the
 JZ0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0886.degrees latitude (g = 980.6199 gals.).
 JZ0886
 JZ0886.The modeled gravity was interpolated from observed gravity values.
 JZ0886
 JZ0886;                    North         East    Units  Estimated Accuracy
 JZ0886;SPC OH S     -   152,230.      402,160.      MT  (+/- 180 meters Scaled)
 JZ0886
 JZ0886                          SUPERSEDED SURVEY CONTROL
 JZ0886
 JZ0886  NGVD 29 (??/??/92)  267.504  (m)          877.64   (f) ADJ UNCH    2 0
 JZ0886
 JZ0886.Superseded values are not recommended for survey control.
 JZ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0886.See file dsdata.txt to determine how the superseded data were derived.
 JZ0886
 JZ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ899577(NAD 83)
 JZ0886_MARKER: DB = BENCH MARK DISK
 JZ0886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0886_SP_SET: BUILDING
 JZ0886_STAMPING: B 143 1947
 JZ0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0886
 JZ0886  HISTORY     - Date     Condition        Report By
 JZ0886  HISTORY     - 1947     MONUMENTED       CGS
 JZ0886  HISTORY     - 20011113 GOOD             BUTCOE
 JZ0886
 JZ0886                          STATION DESCRIPTION
 JZ0886
 JZ0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0886'2 MI NW FROM OKEANA.
 JZ0886'0.3 MILE NORTHWEST ALONG STATE HIGHWAY 126 FROM THE SCHOOL AT OKEANA,
 JZ0886'THENCE ABOUT 1.75 MILES WEST ALONG THE OKEANA-DREWSBURG ROAD, AT
 JZ0886'THE INTERSECTION OF CALIFORNIA ROAD, SET VERTICALLY IN THE
 JZ0886'SOUTHEAST FACE OF THE BRICK WALL OF THE SOUTHEAST ENTRANCE WING
 JZ0886'OF THE MACEDONIA CHRISTIAN CHURCH, 0.7 FOOT NORTHEAST OF THE
 JZ0886'SOUTH CORNER OF THE SOUTHEAST WING OF THE BUILDING AND 2.3
 JZ0886'FEET ABOVE THE GROUND.
 JZ0886
 JZ0886                          STATION RECOVERY (2001)
 JZ0886
 JZ0886'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2001 (WCL)
 JZ0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0781 ***********************************************************************
 JZ0781  DESIGNATION -  B 144
 JZ0781  PID         -  JZ0781
 JZ0781  STATE/COUNTY-  OH/HAMILTON
 JZ0781  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0781
 JZ0781                         *CURRENT SURVEY CONTROL
 JZ0781  ___________________________________________________________________
 JZ0781* NAD 83(1986)-  39 13 35.     (N)    084 32 56.     (W)     SCALED    
 JZ0781* NAVD 88     -       247.557  (meters)     812.19   (feet)  ADJUSTED  
 JZ0781  ___________________________________________________________________
 JZ0781  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ0781  DYNAMIC HT  -         247.406 (meters)     811.70  (feet)  COMP
 JZ0781  MODELED GRAV-     980,008.6   (mgal)                       NAVD 88
 JZ0781
 JZ0781  VERT ORDER  -  FIRST     CLASS II
 JZ0781
 JZ0781.The horizontal coordinates were scaled from a topographic map and have
 JZ0781.an estimated accuracy of +/- 6 seconds.
 JZ0781
 JZ0781.The orthometric height was determined by differential leveling
 JZ0781.and adjusted by the National Geodetic Survey in June 1991..
 JZ0781
 JZ0781.The geoid height was determined by GEOID03.
 JZ0781
 JZ0781.The dynamic height is computed by dividing the NAVD 88
 JZ0781.geopotential number by the normal gravity value computed on the
 JZ0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0781.degrees latitude (g = 980.6199 gals.).
 JZ0781
 JZ0781.The modeled gravity was interpolated from observed gravity values.
 JZ0781
 JZ0781;                    North         East    Units  Estimated Accuracy
 JZ0781;SPC OH S     -   138,150.      423,110.      MT  (+/- 180 meters Scaled)
 JZ0781
 JZ0781                          SUPERSEDED SURVEY CONTROL
 JZ0781
 JZ0781  NGVD 29 (??/??/92)  247.736  (m)          812.78   (f) ADJ UNCH    1 2
 JZ0781
 JZ0781.Superseded values are not recommended for survey control.
 JZ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0781.See file dsdata.txt to determine how the superseded data were derived.
 JZ0781
 JZ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ115447(NAD 83)
 JZ0781_MARKER: DB = BENCH MARK DISK
 JZ0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0781_SP_SET: CULVERT
 JZ0781_STAMPING: B 144 1947
 JZ0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0781+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2004
 JZ0781
 JZ0781  HISTORY     - Date     Condition        Report By
 JZ0781  HISTORY     - 1947     MONUMENTED       CGS
 JZ0781  HISTORY     - 20041124 GOOD             GEOCAC
 JZ0781
 JZ0781                          STATION DESCRIPTION
 JZ0781
 JZ0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0781'0.6 MI N FROM NORTH COLLEGE HILL.
 JZ0781'0.55 MILE NORTH ALONG HAMILTON AVENUE FROM THE HIGH SCHOOL AT
 JZ0781'NORTH COLLEGE HILL, ABOUT 0.35 MILE SOUTH OF THE SECOND NATIONAL
 JZ0781'BANK AT MOUNT HEALTHY, IN ABOUT THE MIDDLE OF THE 7200 BLOCK ON
 JZ0781'HAMILTON AVENUE, SET IN THE TOP OF THE NORTH END OF THE WEST
 JZ0781'HEAD WALL OF AN 8 BY 6-FOOT CONCRETE BOX CULVERT UNDER HAMILTON
 JZ0781'AVE., 22.5 FEET WEST OF THE WEST CURB OF HAMILTON AVE. AND
 JZ0781'ABOUT 7 FEET BELOW THE STREET.
 JZ0781
 JZ0781                          STATION RECOVERY (2004)
 JZ0781
 JZ0781'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0509 ***********************************************************************
 JZ0509  DESIGNATION -  B 145
 JZ0509  PID         -  JZ0509
 JZ0509  STATE/COUNTY-  OH/HAMILTON
 JZ0509  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0509
 JZ0509                         *CURRENT SURVEY CONTROL
 JZ0509  ___________________________________________________________________
 JZ0509* NAD 83(1986)-  39 12 44.     (N)    084 28 09.     (W)     SCALED    
 JZ0509* NAVD 88     -       166.637  (meters)     546.71   (feet)  ADJUSTED  
 JZ0509  ___________________________________________________________________
 JZ0509  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ0509  DYNAMIC HT  -         166.533 (meters)     546.37  (feet)  COMP
 JZ0509  MODELED GRAV-     980,001.3   (mgal)                       NAVD 88
 JZ0509
 JZ0509  VERT ORDER  -  FIRST     CLASS II
 JZ0509
 JZ0509.The horizontal coordinates were scaled from a topographic map and have
 JZ0509.an estimated accuracy of +/- 6 seconds.
 JZ0509
 JZ0509.The orthometric height was determined by differential leveling
 JZ0509.and adjusted by the National Geodetic Survey in January 1994..
 JZ0509
 JZ0509.The geoid height was determined by GEOID03.
 JZ0509
 JZ0509.The dynamic height is computed by dividing the NAVD 88
 JZ0509.geopotential number by the normal gravity value computed on the
 JZ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0509.degrees latitude (g = 980.6199 gals.).
 JZ0509
 JZ0509.The modeled gravity was interpolated from observed gravity values.
 JZ0509
 JZ0509;                    North         East    Units  Estimated Accuracy
 JZ0509;SPC OH S     -   136,430.      429,950.      MT  (+/- 180 meters Scaled)
 JZ0509
 JZ0509                          SUPERSEDED SURVEY CONTROL
 JZ0509
 JZ0509  NAVD 88 (06/15/91)  166.628  (m)          546.68   (f) UNKNOWN     1 2
 JZ0509  NGVD 29 (06/03/91)  166.802  (m)          547.25   (f) ADJUSTED    1 2
 JZ0509
 JZ0509.Superseded values are not recommended for survey control.
 JZ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0509.See file dsdata.txt to determine how the superseded data were derived.
 JZ0509
 JZ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ185433(NAD 83)
 JZ0509_MARKER: DB = BENCH MARK DISK
 JZ0509_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ0509_SP_SET: OVERPASS ABUTMENT
 JZ0509_STAMPING: B 145 1947
 JZ0509_MARK LOGO: CGS   
 JZ0509_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0509+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ0509
 JZ0509  HISTORY     - Date     Condition        Report By
 JZ0509  HISTORY     - 1947     MONUMENTED       CGS
 JZ0509  HISTORY     - 19900420 GOOD             WOOLPT
 JZ0509  HISTORY     - 19930604 GOOD             NGS
 JZ0509
 JZ0509                          STATION DESCRIPTION
 JZ0509
 JZ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0509'AT HARTWELL.
 JZ0509'AT HARTWELL, A SUBURB OF CINCINNATI, AT THE OVERPASS OF THE
 JZ0509'BALTIMORE AND OHIO RAILROAD OVER HARTWELL AVENUE, AT MILEAGE POLE
 JZ0509'10/42, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 JZ0509'BRIDGE SEAT, 17.8 FEET EAST OF THE EAST RAIL OF THE PROPOSED
 JZ0509'MAIN TRACK, 1 FOOT EAST OF THE EAST RAIL OF A TRACK NOW IN USE
 JZ0509'WHILE BRIDGE IS UNDER CONSTRUCTION AND ABOUT 5 FEET BELOW THE
 JZ0509'TRACK.
 JZ0509
 JZ0509                          STATION RECOVERY (1990)
 JZ0509
 JZ0509'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0509'RECOVERED IN GOOD CONDITION.
 JZ0509
 JZ0509                          STATION RECOVERY (1993)
 JZ0509
 JZ0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0509'IN HARTWELL, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 JZ0509'EAST GALBRAITH ROAD, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST
 JZ0509'END OF THE 3RD TERRACE OF THE NORTH CONCRETE ABUTMENT OF THE RAILROAD
 JZ0509'OVERPASS OF THE ROAD, 11.4 M (37.4 FT) NORTH OF THE CENTERLINE OF THE
 JZ0509'ROAD, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0813 ***********************************************************************
 MB0813  DESIGNATION -  B 147
 MB0813  PID         -  MB0813
 MB0813  STATE/COUNTY-  OH/MAHONING
 MB0813  USGS QUAD   -  LAKE MILTON (1979)
 MB0813
 MB0813                         *CURRENT SURVEY CONTROL
 MB0813  ___________________________________________________________________
 MB0813* NAD 83(1986)-  41 02 11.     (N)    080 59 10.     (W)     SCALED    
 MB0813* NAVD 88     -       321.086  (meters)    1053.43   (feet)  ADJUSTED  
 MB0813  ___________________________________________________________________
 MB0813  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB0813  DYNAMIC HT  -         320.939 (meters)    1052.95  (feet)  COMP
 MB0813  MODELED GRAV-     980,157.9   (mgal)                       NAVD 88
 MB0813
 MB0813  VERT ORDER  -  SECOND    CLASS 0
 MB0813
 MB0813.The horizontal coordinates were scaled from a topographic map and have
 MB0813.an estimated accuracy of +/- 6 seconds.
 MB0813
 MB0813.The orthometric height was determined by differential leveling
 MB0813.and adjusted by the National Geodetic Survey in June 1991..
 MB0813
 MB0813.The geoid height was determined by GEOID03.
 MB0813
 MB0813.The dynamic height is computed by dividing the NAVD 88
 MB0813.geopotential number by the normal gravity value computed on the
 MB0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0813.degrees latitude (g = 980.6199 gals.).
 MB0813
 MB0813.The modeled gravity was interpolated from observed gravity values.
 MB0813
 MB0813;                    North         East    Units  Estimated Accuracy
 MB0813;SPC OH N     -   153,210.      727,290.      MT  (+/- 180 meters Scaled)
 MB0813
 MB0813                          SUPERSEDED SURVEY CONTROL
 MB0813
 MB0813  NGVD 29 (??/??/92)  321.253  (m)         1053.98   (f) ADJ UNCH    2 0
 MB0813
 MB0813.Superseded values are not recommended for survey control.
 MB0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0813.See file dsdata.txt to determine how the superseded data were derived.
 MB0813
 MB0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF011427(NAD 83)
 MB0813_MARKER: DB = BENCH MARK DISK
 MB0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0813_STAMPING: B 147 1949
 MB0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0813+STABILITY: SURFACE MOTION
 MB0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0813+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 MB0813
 MB0813  HISTORY     - Date     Condition        Report By
 MB0813  HISTORY     - 1949     MONUMENTED       CGS
 MB0813  HISTORY     - 1950     GOOD             NGS
 MB0813  HISTORY     - 20060401 GOOD             GEOCAC
 MB0813
 MB0813                          STATION DESCRIPTION
 MB0813
 MB0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0813'1.5 MI S FROM SHILLINGS MILL.
 MB0813'ABOUT 1.5 MILES SOUTH ALONG BEDELL ROAD FROM THE SOUTH END OF THE
 MB0813'BRIDGE OVER MAHONING RIVER AT SHILLINGS MILL.  IT IS IN LINE WITH
 MB0813'AND ACROSS THE ROAD WITH THE SOUTH BOUNDARY OF A WOODED AREA,
 MB0813'28.5 FEET EAST OF THE CENTERLINE OF BEDELL ROAD, 14 FEET
 MB0813'SOUTHEAST OF A 24 INCH TREE, 23.5 FEET WEST-NORTHWEST OF POLE
 MB0813'131 9N - 11, 5.5 FEET SOUTHEAST OF A STUMP SERVING AS A FENCE
 MB0813'CORNER, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE
 MB0813'WITNESS POST AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  A
 MB0813'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 MB0813'INCHES.
 MB0813
 MB0813                          STATION RECOVERY (2006)
 MB0813
 MB0813'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1156 ***********************************************************************
 KY1156  DESIGNATION -  B 148
 KY1156  PID         -  KY1156
 KY1156  STATE/COUNTY-  OH/MAHONING
 KY1156  USGS QUAD   -  NEW MIDDLETOWN (1988)
 KY1156
 KY1156                         *CURRENT SURVEY CONTROL
 KY1156  ___________________________________________________________________
 KY1156* NAD 83(1986)-  40 59 42.     (N)    080 32 57.     (W)     SCALED    
 KY1156* NAVD 88     -       374.934  (meters)    1230.10   (feet)  ADJUSTED  
 KY1156  ___________________________________________________________________
 KY1156  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KY1156  DYNAMIC HT  -         374.757 (meters)    1229.52  (feet)  COMP
 KY1156  MODELED GRAV-     980,139.9   (mgal)                       NAVD 88
 KY1156
 KY1156  VERT ORDER  -  SECOND    CLASS 0
 KY1156
 KY1156.The horizontal coordinates were scaled from a topographic map and have
 KY1156.an estimated accuracy of +/- 6 seconds.
 KY1156
 KY1156.The orthometric height was determined by differential leveling
 KY1156.and adjusted by the National Geodetic Survey in June 1991..
 KY1156
 KY1156.The geoid height was determined by GEOID03.
 KY1156
 KY1156.The dynamic height is computed by dividing the NAVD 88
 KY1156.geopotential number by the normal gravity value computed on the
 KY1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1156.degrees latitude (g = 980.6199 gals.).
 KY1156
 KY1156.The modeled gravity was interpolated from observed gravity values.
 KY1156
 KY1156;                    North         East    Units  Estimated Accuracy
 KY1156;SPC OH N     -   149,340.      764,120.      MT  (+/- 180 meters Scaled)
 KY1156
 KY1156                          SUPERSEDED SURVEY CONTROL
 KY1156
 KY1156  NGVD 29 (??/??/92)  375.098  (m)         1230.63   (f) ADJ UNCH    2 0
 KY1156
 KY1156.Superseded values are not recommended for survey control.
 KY1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1156.See file dsdata.txt to determine how the superseded data were derived.
 KY1156
 KY1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF379383(NAD 83)
 KY1156_MARKER: DB = BENCH MARK DISK
 KY1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1156_STAMPING: B 148 1949
 KY1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1156+STABILITY: SURFACE MOTION
 KY1156
 KY1156  HISTORY     - Date     Condition        Report By
 KY1156  HISTORY     - 1949     MONUMENTED       CGS
 KY1156  HISTORY     - 1950     GOOD             NGS
 KY1156  HISTORY     - 20060219 MARK NOT FOUND   GEOCAC
 KY1156
 KY1156                          STATION DESCRIPTION
 KY1156
 KY1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1156'1.8 MI NE FROM SMITH CORNERS.
 KY1156'ABOUT 1.8 MILES NORTHEAST ALONG ARREL ROAD FROM THE JUNCTION
 KY1156'OF STATE HIGHWAY 90, WESTERN RESERVE ROAD AND ARREL ROAD AT
 KY1156'SMITH CORNERS, ABOUT 0.6 MILE EAST OF NEW MIDDLETOWN-STRUTHERS
 KY1156'ROAD ALONG ARREL ROAD, ACROSS THE ROAD FROM A 2 STORY BRICK HOUSE,
 KY1156'23 FEET NORTH OF THE CENTERLINE OF ARREL ROAD, 3 FEET EAST-NORTHEAST
 KY1156'OF FENCE CORNER, 1 FOOT SOUTH OF FENCE LINE, 116 FEET NORTHWEST
 KY1156'AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF HOUSE.  IT IS
 KY1156'2 FEET WEST OF A WHITE WITNESS POST AND ABOUT 1 FOOT BELOW
 KY1156'THE LEVEL OF THE CENTER OF ARREL ROAD.  A STANDARD DISK SET
 KY1156'IN THE TOP OF A CONCRETE POST AND ABOUT FLUSH WITH THE GROUND.
 KY1156
 KY1156                          STATION RECOVERY (2006)
 KY1156
 KY1156'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1188 ***********************************************************************
 KY1188  DESIGNATION -  B 149
 KY1188  PID         -  KY1188
 KY1188  STATE/COUNTY-  OH/MAHONING
 KY1188  USGS QUAD   -  COLUMBIANA (1994)
 KY1188
 KY1188                         *CURRENT SURVEY CONTROL
 KY1188  ___________________________________________________________________
 KY1188* NAD 83(1986)-  40 54 14.     (N)    080 38 03.     (W)     SCALED    
 KY1188* NAVD 88     -       334.577  (meters)    1097.69   (feet)  ADJUSTED  
 KY1188  ___________________________________________________________________
 KY1188  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KY1188  DYNAMIC HT  -         334.412 (meters)    1097.15  (feet)  COMP
 KY1188  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 KY1188
 KY1188  VERT ORDER  -  SECOND    CLASS 0
 KY1188
 KY1188.The horizontal coordinates were scaled from a topographic map and have
 KY1188.an estimated accuracy of +/- 6 seconds.
 KY1188
 KY1188.The orthometric height was determined by differential leveling
 KY1188.and adjusted by the National Geodetic Survey in June 1991..
 KY1188
 KY1188.The geoid height was determined by GEOID03.
 KY1188
 KY1188.The dynamic height is computed by dividing the NAVD 88
 KY1188.geopotential number by the normal gravity value computed on the
 KY1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1188.degrees latitude (g = 980.6199 gals.).
 KY1188
 KY1188.The modeled gravity was interpolated from observed gravity values.
 KY1188
 KY1188;                    North         East    Units  Estimated Accuracy
 KY1188;SPC OH N     -   139,070.      757,190.      MT  (+/- 180 meters Scaled)
 KY1188
 KY1188                          SUPERSEDED SURVEY CONTROL
 KY1188
 KY1188  NGVD 29 (??/??/92)  334.725  (m)         1098.18   (f) ADJ UNCH    2 0
 KY1188
 KY1188.Superseded values are not recommended for survey control.
 KY1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1188.See file dsdata.txt to determine how the superseded data were derived.
 KY1188
 KY1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF308281(NAD 83)
 KY1188_MARKER: DB = BENCH MARK DISK
 KY1188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1188_SP_SET: CULVERT
 KY1188_STAMPING: B 149 1949
 KY1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1188+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 KY1188
 KY1188  HISTORY     - Date     Condition        Report By
 KY1188  HISTORY     - 1949     MONUMENTED       CGS
 KY1188  HISTORY     - 1950     GOOD             NGS
 KY1188  HISTORY     - 20060427 GOOD             GEOCAC
 KY1188
 KY1188                          STATION DESCRIPTION
 KY1188
 KY1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1188'3 MI SE FROM NORTH LIMA.
 KY1188'ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 7 FROM ITS INTERSECTION
 KY1188'WITH STATE HIGHWAY 165 AT NORTH LIMA, THENCE ABOUT 0.8 MILE EAST
 KY1188'ALONG LAIPPLY ROAD, AT THE SOUTH END OF THE PINE RESERVOIR,
 KY1188'IN THE TOP OF A CONCRETE HEADWALL OF A DOUBLEBARREL 36 INCH
 KY1188'PIPE CULVERT UNDER THE ROAD, 22 FEET SOUTH OF THE CENTERLINE
 KY1188'OF LAIPPLY ROAD, 2 FEET EAST OF THE WEST END OF THE HEADWALL.
 KY1188'A STANDARD DISK CEMENTED IN A DRILLED HOLE AND ABOUT LEVEL WITH
 KY1188'THE CENTER OF THE ROAD.  THIS MARK CAN ALSO BE REACHED BY GOING
 KY1188'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 165 FROM ITS INTERSECTION
 KY1188'WITH STATE HIGHWAY 7 AT NORTH LIMA, THENCE ABOUT 2.7 MILES
 KY1188'SOUTH ALONG THE BEAVER-SPRINGFIELD ROAD, THENCE ABOUT 0.1
 KY1188'MILE WEST ALONG LAIPPLY ROAD.
 KY1188
 KY1188                          STATION RECOVERY (2006)
 KY1188
 KY1188'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1068 ***********************************************************************
 MB1068  DESIGNATION -  B 15
 MB1068  PID         -  MB1068
 MB1068  STATE/COUNTY-  OH/GEAUGA
 MB1068  USGS QUAD   -  CHARDON (1994)
 MB1068
 MB1068                         *CURRENT SURVEY CONTROL
 MB1068  ___________________________________________________________________
 MB1068* NAD 83(1986)-  41 34 54.     (N)    081 12 37.     (W)     SCALED    
 MB1068* NAVD 88     -       373.202  (meters)    1224.41   (feet)  ADJUSTED  
 MB1068  ___________________________________________________________________
 MB1068  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB1068  DYNAMIC HT  -         373.050 (meters)    1223.91  (feet)  COMP
 MB1068  MODELED GRAV-     980,206.6   (mgal)                       NAVD 88
 MB1068
 MB1068  VERT ORDER  -  SECOND    CLASS 0
 MB1068
 MB1068.The horizontal coordinates were scaled from a topographic map and have
 MB1068.an estimated accuracy of +/- 6 seconds.
 MB1068
 MB1068.The orthometric height was determined by differential leveling
 MB1068.and adjusted by the National Geodetic Survey in June 1991..
 MB1068
 MB1068.The geoid height was determined by GEOID03.
 MB1068
 MB1068.The dynamic height is computed by dividing the NAVD 88
 MB1068.geopotential number by the normal gravity value computed on the
 MB1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1068.degrees latitude (g = 980.6199 gals.).
 MB1068
 MB1068.The modeled gravity was interpolated from observed gravity values.
 MB1068
 MB1068;                    North         East    Units  Estimated Accuracy
 MB1068;SPC OH N     -   213,450.      707,550.      MT  (+/- 180 meters Scaled)
 MB1068
 MB1068                          SUPERSEDED SURVEY CONTROL
 MB1068
 MB1068  NGVD 29 (??/??/92)  373.403  (m)         1225.07   (f) ADJ UNCH    2 0
 MB1068
 MB1068.Superseded values are not recommended for survey control.
 MB1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1068.See file dsdata.txt to determine how the superseded data were derived.
 MB1068
 MB1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG824033(NAD 83)
 MB1068_MARKER: DB = BENCH MARK DISK
 MB1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1068_STAMPING: B 15 1934
 MB1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1068+STABILITY: SURFACE MOTION
 MB1068
 MB1068  HISTORY     - Date     Condition        Report By
 MB1068  HISTORY     - 1934     MONUMENTED       CGS
 MB1068  HISTORY     - 1966     MARK NOT FOUND   USGS
 MB1068
 MB1068                          STATION DESCRIPTION
 MB1068
 MB1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1068'AT CHARDON.
 MB1068'AT CHARDON, GEAUGA COUNTY, 17.7 YARDS SOUTH OF THE SOUTHWEST
 MB1068'CORNER OF A PLATFORM ON THE SOUTH SIDE OF THE BALTIMORE AND
 MB1068'OHIO RAILROAD STATION, 11.6 YARDS NORTHWEST OF THE NORTHWEST
 MB1068'CORNER OF THE CENTER BUILDING IN A LUMBER YARD, 4 YARDS EAST OF
 MB1068'THE EAST RAIL OF THE EAST TRACK, 1.9 YARDS WEST OF THE WEST RAIL
 MB1068'OF A SWITCH TRACK, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A
 MB1068'STANDARD DISK, STAMPED B 15 1934 AND SET IN THE TOP OF A CONCRETE
 MB1068'POST.
 MB1068
 MB1068                          STATION RECOVERY (1966)
 MB1068
 MB1068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MB1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1209 ***********************************************************************
 KY1209  DESIGNATION -  B 150
 KY1209  PID         -  KY1209
 KY1209  STATE/COUNTY-  OH/MAHONING
 KY1209  USGS QUAD   -  SALEM (1994)
 KY1209
 KY1209                         *CURRENT SURVEY CONTROL
 KY1209  ___________________________________________________________________
 KY1209* NAD 83(1986)-  40 54 33.     (N)    080 47 39.     (W)     SCALED    
 KY1209* NAVD 88     -       364.125  (meters)    1194.63   (feet)  ADJUSTED  
 KY1209  ___________________________________________________________________
 KY1209  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY1209  DYNAMIC HT  -         363.951 (meters)    1194.06  (feet)  COMP
 KY1209  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 KY1209
 KY1209  VERT ORDER  -  SECOND    CLASS 0
 KY1209
 KY1209.The horizontal coordinates were scaled from a topographic map and have
 KY1209.an estimated accuracy of +/- 6 seconds.
 KY1209
 KY1209.The orthometric height was determined by differential leveling
 KY1209.and adjusted by the National Geodetic Survey in June 1991..
 KY1209
 KY1209.The geoid height was determined by GEOID03.
 KY1209
 KY1209.The dynamic height is computed by dividing the NAVD 88
 KY1209.geopotential number by the normal gravity value computed on the
 KY1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1209.degrees latitude (g = 980.6199 gals.).
 KY1209
 KY1209.The modeled gravity was interpolated from observed gravity values.
 KY1209
 KY1209;                    North         East    Units  Estimated Accuracy
 KY1209;SPC OH N     -   139,380.      743,700.      MT  (+/- 180 meters Scaled)
 KY1209
 KY1209                          SUPERSEDED SURVEY CONTROL
 KY1209
 KY1209  NGVD 29 (??/??/92)  364.271  (m)         1195.11   (f) ADJ UNCH    2 0
 KY1209
 KY1209.Superseded values are not recommended for survey control.
 KY1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1209.See file dsdata.txt to determine how the superseded data were derived.
 KY1209
 KY1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF173286(NAD 83)
 KY1209_MARKER: DB = BENCH MARK DISK
 KY1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1209_STAMPING: B 150 1949
 KY1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1209+STABILITY: SURFACE MOTION
 KY1209
 KY1209  HISTORY     - Date     Condition        Report By
 KY1209  HISTORY     - 1949     MONUMENTED       CGS
 KY1209  HISTORY     - 1950     GOOD             NGS
 KY1209
 KY1209                          STATION DESCRIPTION
 KY1209
 KY1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1209'2 MI NW FROM WASHINGTONVILLE.
 KY1209'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 14 FROM THE TRINITY
 KY1209'LUTHERAN CHURCH AT WASHINGTONVILLE, THENCE ABOUT 0.4 MILE
 KY1209'NORTH ALONG A GRAVEL ROAD TO THE SALEM AIRPORT, AT THE SOUTHWEST
 KY1209'CORNER OF THE FIELD, 31 FEET EAST OF THE CENTERLINE OF THE ROAD,
 KY1209'84 FEET NORTHEAST AND ACROSS THE ROAD FROM A 30 INCH TREE.  IT
 KY1209'IS A STANDARD MARK SET IN THE TOP OF A CONCRETE POST AND
 KY1209'PROJECTING ABOUT 4 INCHES.  THE MARK IS ABOUT 5 FEET ABOVE THE
 KY1209'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0817 ***********************************************************************
 MB0817  DESIGNATION -  B 151
 MB0817  PID         -  MB0817
 MB0817  STATE/COUNTY-  OH/TRUMBULL
 MB0817  USGS QUAD   -  NEWTON FALLS (1994)
 MB0817
 MB0817                         *CURRENT SURVEY CONTROL
 MB0817  ___________________________________________________________________
 MB0817* NAD 83(1986)-  41 08 03.     (N)    080 58 34.     (W)     SCALED    
 MB0817* NAVD 88     -       289.878  (meters)     951.04   (feet)  ADJUSTED  
 MB0817  ___________________________________________________________________
 MB0817  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB0817  DYNAMIC HT  -         289.749 (meters)     950.62  (feet)  COMP
 MB0817  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 MB0817
 MB0817  VERT ORDER  -  SECOND    CLASS 0
 MB0817
 MB0817.The horizontal coordinates were scaled from a topographic map and have
 MB0817.an estimated accuracy of +/- 6 seconds.
 MB0817
 MB0817.The orthometric height was determined by differential leveling
 MB0817.and adjusted by the National Geodetic Survey in June 1991..
 MB0817
 MB0817.The geoid height was determined by GEOID03.
 MB0817
 MB0817.The dynamic height is computed by dividing the NAVD 88
 MB0817.geopotential number by the normal gravity value computed on the
 MB0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0817.degrees latitude (g = 980.6199 gals.).
 MB0817
 MB0817.The modeled gravity was interpolated from observed gravity values.
 MB0817
 MB0817;                    North         East    Units  Estimated Accuracy
 MB0817;SPC OH N     -   164,080.      727,940.      MT  (+/- 180 meters Scaled)
 MB0817
 MB0817                          SUPERSEDED SURVEY CONTROL
 MB0817
 MB0817  NGVD 29 (??/??/92)  290.053  (m)          951.62   (f) ADJ UNCH    2 0
 MB0817
 MB0817.Superseded values are not recommended for survey control.
 MB0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0817.See file dsdata.txt to determine how the superseded data were derived.
 MB0817
 MB0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF020536(NAD 83)
 MB0817_MARKER: DB = BENCH MARK DISK
 MB0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0817_STAMPING: B 151 1949
 MB0817_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0817+STABILITY: SURFACE MOTION
 MB0817
 MB0817  HISTORY     - Date     Condition        Report By
 MB0817  HISTORY     - 1949     MONUMENTED       CGS
 MB0817  HISTORY     - 1950     GOOD             NGS
 MB0817  HISTORY     - 19910820 GOOD             OHDT
 MB0817
 MB0817                          STATION DESCRIPTION
 MB0817
 MB0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0817'0.6 MI W FROM PRICETOWN.
 MB0817'ABOUT 0.6 MILE WEST ALONG THE MAHONING-TRUMBULL COUNTY LINE ROAD
 MB0817'FROM THE COMMUNITY CHURCH AT PRICETOWN, AT THE JUNCTION OF WEST
 MB0817'RIVER ROAD.  IT IS 26 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 MB0817'LINE ROAD, 64 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF TOMS
 MB0817'TAVERN, 13.5 FEET NORTHWEST OF THE WEST END OF A 12 INCH CULVERT
 MB0817'UNDER A DRIVEWAY, 4 FEET SOUTHEAST OF POLE 1446, 16 FEET WEST
 MB0817'OF THE CENTERLINE OF THE DRIVEWAY, 2 FEET SOUTH OF WHITE WITNESS
 MB0817'POST AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK SET IN THE
 MB0817'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MB0817
 MB0817                          STATION RECOVERY (1991)
 MB0817
 MB0817'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991
 MB0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0896 ***********************************************************************
 MB0896  DESIGNATION -  B 152
 MB0896  PID         -  MB0896
 MB0896  STATE/COUNTY-  OH/TRUMBULL
 MB0896  USGS QUAD   -  GIRARD (1994)
 MB0896
 MB0896                         *CURRENT SURVEY CONTROL
 MB0896  ___________________________________________________________________
 MB0896* NAD 83(1986)-  41 14 17.     (N)    080 43 57.     (W)     SCALED    
 MB0896* NAVD 88     -       323.979  (meters)    1062.92   (feet)  ADJUSTED  
 MB0896  ___________________________________________________________________
 MB0896  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0896  DYNAMIC HT  -         323.837 (meters)    1062.46  (feet)  COMP
 MB0896  MODELED GRAV-     980,177.1   (mgal)                       NAVD 88
 MB0896
 MB0896  VERT ORDER  -  SECOND    CLASS 0
 MB0896
 MB0896.The horizontal coordinates were scaled from a topographic map and have
 MB0896.an estimated accuracy of +/- 6 seconds.
 MB0896
 MB0896.The orthometric height was determined by differential leveling
 MB0896.and adjusted by the National Geodetic Survey in June 1991..
 MB0896
 MB0896.The geoid height was determined by GEOID03.
 MB0896
 MB0896.The dynamic height is computed by dividing the NAVD 88
 MB0896.geopotential number by the normal gravity value computed on the
 MB0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0896.degrees latitude (g = 980.6199 gals.).
 MB0896
 MB0896.The modeled gravity was interpolated from observed gravity values.
 MB0896
 MB0896;                    North         East    Units  Estimated Accuracy
 MB0896;SPC OH N     -   176,000.      748,150.      MT  (+/- 180 meters Scaled)
 MB0896
 MB0896                          SUPERSEDED SURVEY CONTROL
 MB0896
 MB0896  NGVD 29 (??/??/92)  324.159  (m)         1063.51   (f) ADJ UNCH    2 0
 MB0896
 MB0896.Superseded values are not recommended for survey control.
 MB0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0896.See file dsdata.txt to determine how the superseded data were derived.
 MB0896
 MB0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF224652(NAD 83)
 MB0896_MARKER: DB = BENCH MARK DISK
 MB0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0896_STAMPING: B 152 1950
 MB0896_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0896+STABILITY: SURFACE MOTION
 MB0896
 MB0896  HISTORY     - Date     Condition        Report By
 MB0896  HISTORY     - 1950     MONUMENTED       CGS
 MB0896  HISTORY     - 19900612 GOOD             OHDT
 MB0896  HISTORY     - 20060511 MARK NOT FOUND   GEOCAC
 MB0896
 MB0896                          STATION DESCRIPTION
 MB0896
 MB0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0896'0.6 MI E FROM HOWLAND CORNERS.
 MB0896'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 82 FROM THE HIGH SCHOOL
 MB0896'AT HOWLAND CORNERS, AT THE JUNCTION WITH A BLACK TOPPED ROAD
 MB0896'LEADING NORTH, 33.5 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 MB0896'82, 23 FEET WEST OF THE CENTERLINE OF A ROAD LEADING NORTH, 4.5
 MB0896'FEET SOUTH OF A POLE, 29 FEET EAST-NORTHEAST OF A 24 INCH TREE.
 MB0896'IT IS 2.5 FEET SOUTH OF A WHITE WITNESS POST AND ABOUT LEVEL
 MB0896'WITH THE HIGHWAY AND THE ROAD.  A STANDARD DISK SET IN THE TOP
 MB0896'OF A CONCRETE POST AND PROJECTING ABOUT 2 INCHES.
 MB0896
 MB0896                          STATION RECOVERY (1990)
 MB0896
 MB0896'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 MB0896'RECOVERED IN GOOD CONDITION.
 MB0896
 MB0896                          STATION RECOVERY (2006)
 MB0896
 MB0896'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0479 ***********************************************************************
 MB0479  DESIGNATION -  B 153
 MB0479  PID         -  MB0479
 MB0479  STATE/COUNTY-  OH/TRUMBULL
 MB0479  USGS QUAD   -  GIRARD (1994)
 MB0479
 MB0479                         *CURRENT SURVEY CONTROL
 MB0479  ___________________________________________________________________
 MB0479* NAD 83(1986)-  41 09 58.     (N)    080 42 36.     (W)     SCALED    
 MB0479* NAVD 88     -       263.007  (meters)     862.88   (feet)  ADJUSTED  
 MB0479  ___________________________________________________________________
 MB0479  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0479  DYNAMIC HT  -         262.888 (meters)     862.49  (feet)  COMP
 MB0479  MODELED GRAV-     980,165.3   (mgal)                       NAVD 88
 MB0479
 MB0479  VERT ORDER  -  SECOND    CLASS 0
 MB0479
 MB0479.The horizontal coordinates were scaled from a topographic map and have
 MB0479.an estimated accuracy of +/- 6 seconds.
 MB0479
 MB0479.The orthometric height was determined by differential leveling
 MB0479.and adjusted by the National Geodetic Survey in June 1991..
 MB0479
 MB0479.The geoid height was determined by GEOID03.
 MB0479
 MB0479.The dynamic height is computed by dividing the NAVD 88
 MB0479.geopotential number by the normal gravity value computed on the
 MB0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0479.degrees latitude (g = 980.6199 gals.).
 MB0479
 MB0479.The modeled gravity was interpolated from observed gravity values.
 MB0479
 MB0479;                    North         East    Units  Estimated Accuracy
 MB0479;SPC OH N     -   168,050.      750,200.      MT  (+/- 180 meters Scaled)
 MB0479
 MB0479                          SUPERSEDED SURVEY CONTROL
 MB0479
 MB0479  NGVD 29 (??/??/92)  263.189  (m)          863.48   (f) ADJ UNCH    2 0
 MB0479
 MB0479.Superseded values are not recommended for survey control.
 MB0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0479.See file dsdata.txt to determine how the superseded data were derived.
 MB0479
 MB0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF243572(NAD 83)
 MB0479_MARKER: DB = BENCH MARK DISK
 MB0479_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MB0479_SP_SET: BRIDGE ABUTMENT
 MB0479_STAMPING: B 153 1950
 MB0479_MARK LOGO: CGS   
 MB0479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0479
 MB0479  HISTORY     - Date     Condition        Report By
 MB0479  HISTORY     - 1950     MONUMENTED       CGS
 MB0479  HISTORY     - 19930910 MARK NOT FOUND   OHDT
 MB0479  HISTORY     - 19981208 GOOD             USE
 MB0479
 MB0479                          STATION DESCRIPTION
 MB0479
 MB0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0479'1 MI N FROM GIRARD.
 MB0479'ABOUT 1.0 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB0479'ITS STATION AT GIRARD.  IT IS IN THE TOP AND WEST END OF THE NORTH
 MB0479'ABUTMENT OF BRIDGE 302 AT MILEPOST 82-07 AND 12 FEET WEST OF THE
 MB0479'WEST RAIL OF THE SOUTH BOUND TRACK.  A STANDARD DISK SET AND
 MB0479'CEMENTED IN A DRILLED HOLE AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 MB0479
 MB0479                          STATION RECOVERY (1993)
 MB0479
 MB0479'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 MB0479'MARK NOT FOUND.
 MB0479
 MB0479                          STATION RECOVERY (1998)
 MB0479
 MB0479'RECOVERY NOTE BY US ENGINEERS 1998
 MB0479'RECOVERY NOTE BY CORPS OF ENGINEERS.  RECOVERED AS DESCRIBED.  BRIDGE
 MB0479'SPANS SQUAW CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0716 ***********************************************************************
 MB0716  DESIGNATION -  B 154
 MB0716  PID         -  MB0716
 MB0716  STATE/COUNTY-  OH/MAHONING
 MB0716  USGS QUAD   -  CANFIELD (1979)
 MB0716
 MB0716                         *CURRENT SURVEY CONTROL
 MB0716  ___________________________________________________________________
 MB0716* NAD 83(1986)-  41 04 09.     (N)    080 46 10.     (W)     SCALED    
 MB0716* NAVD 88     -       336.780  (meters)    1104.92   (feet)  ADJUSTED  
 MB0716  ___________________________________________________________________
 MB0716  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0716  DYNAMIC HT  -         336.625 (meters)    1104.41  (feet)  COMP
 MB0716  MODELED GRAV-     980,155.4   (mgal)                       NAVD 88
 MB0716
 MB0716  VERT ORDER  -  SECOND    CLASS 0
 MB0716
 MB0716.The horizontal coordinates were scaled from a topographic map and have
 MB0716.an estimated accuracy of +/- 6 seconds.
 MB0716
 MB0716.The orthometric height was determined by differential leveling
 MB0716.and adjusted by the National Geodetic Survey in June 1991..
 MB0716
 MB0716.The geoid height was determined by GEOID03.
 MB0716
 MB0716.The dynamic height is computed by dividing the NAVD 88
 MB0716.geopotential number by the normal gravity value computed on the
 MB0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0716.degrees latitude (g = 980.6199 gals.).
 MB0716
 MB0716.The modeled gravity was interpolated from observed gravity values.
 MB0716
 MB0716;                    North         East    Units  Estimated Accuracy
 MB0716;SPC OH N     -   157,190.      745,430.      MT  (+/- 180 meters Scaled)
 MB0716
 MB0716                          SUPERSEDED SURVEY CONTROL
 MB0716
 MB0716  NGVD 29 (??/??/92)  336.954  (m)         1105.49   (f) ADJ UNCH    2 0
 MB0716
 MB0716.Superseded values are not recommended for survey control.
 MB0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0716.See file dsdata.txt to determine how the superseded data were derived.
 MB0716
 MB0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF193464(NAD 83)
 MB0716_MARKER: DB = BENCH MARK DISK
 MB0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0716_SP_SET: BRIDGE
 MB0716_STAMPING: B 154 1950
 MB0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0716
 MB0716  HISTORY     - Date     Condition        Report By
 MB0716  HISTORY     - 1950     MONUMENTED       CGS
 MB0716
 MB0716                          STATION DESCRIPTION
 MB0716
 MB0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0716'1 MI E FROM CAMP PARK.
 MB0716'ABOUT 1 MILE EAST ALONG KIRK ROAD FROM THE MAHONING COUNTY
 MB0716'GARAGE AT CAMP PARK.  IN THE TOP AND EAST END OF A 20 FOOT CONCRETE
 MB0716'BRIDGE, IN THE INSIDE OF THE CONCRETE RAILING, 9.5 FEET NORTH OF
 MB0716'THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF THE EAST END OF
 MB0716'THE BRIDGE.  A STANDARD DISK CEMENTED IN A DRILLED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0785 ***********************************************************************
 MB0785  DESIGNATION -  B 155
 MB0785  PID         -  MB0785
 MB0785  STATE/COUNTY-  OH/MAHONING
 MB0785  USGS QUAD   -  GIRARD (1994)
 MB0785
 MB0785                         *CURRENT SURVEY CONTROL
 MB0785  ___________________________________________________________________
 MB0785* NAD 83(1986)-  41 07 55.     (N)    080 42 38.     (W)     SCALED    
 MB0785* NAVD 88     -       290.148  (meters)     951.93   (feet)  ADJUSTED  
 MB0785  ___________________________________________________________________
 MB0785  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB0785  DYNAMIC HT  -         290.016 (meters)     951.49  (feet)  COMP
 MB0785  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 MB0785
 MB0785  VERT ORDER  -  SECOND    CLASS 0
 MB0785
 MB0785.The horizontal coordinates were scaled from a topographic map and have
 MB0785.an estimated accuracy of +/- 6 seconds.
 MB0785
 MB0785.The orthometric height was determined by differential leveling
 MB0785.and adjusted by the National Geodetic Survey in June 1991..
 MB0785
 MB0785.The geoid height was determined by GEOID03.
 MB0785
 MB0785.The dynamic height is computed by dividing the NAVD 88
 MB0785.geopotential number by the normal gravity value computed on the
 MB0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0785.degrees latitude (g = 980.6199 gals.).
 MB0785
 MB0785.The modeled gravity was interpolated from observed gravity values.
 MB0785
 MB0785;                    North         East    Units  Estimated Accuracy
 MB0785;SPC OH N     -   164,260.      750,240.      MT  (+/- 180 meters Scaled)
 MB0785
 MB0785                          SUPERSEDED SURVEY CONTROL
 MB0785
 MB0785  NGVD 29 (??/??/92)  290.330  (m)          952.52   (f) ADJ UNCH    2 0
 MB0785
 MB0785.Superseded values are not recommended for survey control.
 MB0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0785.See file dsdata.txt to determine how the superseded data were derived.
 MB0785
 MB0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF242534(NAD 83)
 MB0785_MARKER: DB = BENCH MARK DISK
 MB0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0785_STAMPING: B 155 1950
 MB0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0785+STABILITY: SURFACE MOTION
 MB0785
 MB0785  HISTORY     - Date     Condition        Report By
 MB0785  HISTORY     - 1950     MONUMENTED       CGS
 MB0785  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MB0785
 MB0785                          STATION DESCRIPTION
 MB0785
 MB0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0785'5 MI N FROM CORNERSBURG.
 MB0785'ABOUT 5.0 MILES NORTH ALONG MERIDIAN ROAD FROM THE ZION
 MB0785'LUTHERAN CHURCH AT CORNERSBURG, AT THE JUNCTION OF MERIDIAN
 MB0785'ROAD AND SALT SPRING ROAD, 23 FEET EAST OF THE CENTERLINE OF
 MB0785'MERIDIAN ROAD, 46 FEET SOUTH OF THE CENTERLINE OF SALT SPRING
 MB0785'ROAD, 1.5 FEET NORTHEAST OF POLE 1-7.  IT IS 5 FEET SOUTHWEST
 MB0785'OF A WHITE WITNESS POST AND ABOUT LEVEL WITH THE CENTER OF
 MB0785'MERIDIAN ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0785'POST AND ABOUT FLUSH WITH THE LEVEL OF THE GROUND.
 MB0785
 MB0785                          STATION RECOVERY (1988)
 MB0785
 MB0785'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 MB0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0854 ***********************************************************************
 MB0854  DESIGNATION -  B 156
 MB0854  PID         -  MB0854
 MB0854  STATE/COUNTY-  OH/TRUMBULL
 MB0854  USGS QUAD   -  NEWTON FALLS (1994)
 MB0854
 MB0854                         *CURRENT SURVEY CONTROL
 MB0854  ___________________________________________________________________
 MB0854* NAD 83(1986)-  41 13 04.     (N)    080 52 42.     (W)     SCALED    
 MB0854* NAVD 88     -       271.660  (meters)     891.27   (feet)  ADJUSTED  
 MB0854  ___________________________________________________________________
 MB0854  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB0854  DYNAMIC HT  -         271.542 (meters)     890.88  (feet)  COMP
 MB0854  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 MB0854
 MB0854  VERT ORDER  -  SECOND    CLASS 0
 MB0854
 MB0854.The horizontal coordinates were scaled from a topographic map and have
 MB0854.an estimated accuracy of +/- 6 seconds.
 MB0854
 MB0854.The orthometric height was determined by differential leveling
 MB0854.and adjusted by the National Geodetic Survey in June 1991..
 MB0854
 MB0854.The geoid height was determined by GEOID03.
 MB0854
 MB0854.The dynamic height is computed by dividing the NAVD 88
 MB0854.geopotential number by the normal gravity value computed on the
 MB0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0854.degrees latitude (g = 980.6199 gals.).
 MB0854
 MB0854.The modeled gravity was interpolated from observed gravity values.
 MB0854
 MB0854;                    North         East    Units  Estimated Accuracy
 MB0854;SPC OH N     -   173,510.      735,970.      MT  (+/- 180 meters Scaled)
 MB0854
 MB0854                          SUPERSEDED SURVEY CONTROL
 MB0854
 MB0854  NGVD 29 (??/??/92)  271.847  (m)          891.88   (f) ADJ UNCH    2 0
 MB0854
 MB0854.Superseded values are not recommended for survey control.
 MB0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0854.See file dsdata.txt to determine how the superseded data were derived.
 MB0854
 MB0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF101629(NAD 83)
 MB0854_MARKER: DB = BENCH MARK DISK
 MB0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0854_STAMPING: B 156 1950
 MB0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0854+STABILITY: SURFACE MOTION
 MB0854
 MB0854  HISTORY     - Date     Condition        Report By
 MB0854  HISTORY     - 1950     MONUMENTED       CGS
 MB0854  HISTORY     - 19910820 MARK NOT FOUND   OHDT
 MB0854
 MB0854                          STATION DESCRIPTION
 MB0854
 MB0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0854'1.7 MI S FROM LEAVITTSBURG.
 MB0854'ABOUT 0.8 MILE SOUTH ALONG LEAVITT ROAD FROM THE ERIE RAILROAD
 MB0854'STATION AT LEAVITTSBURG, THENCE ABOUT 0.2 MILE EAST ALONG RISHER
 MB0854'ROAD, THENCE ABOUT 0.7 MILE SOUTH ALONG S. LEAVITT ROAD, ACROSS
 MB0854'THE ROAD FROM AN ORCHARD, 21.5 FEET EAST OF THE CENTERLINE OF
 MB0854'LEAVITT ROAD, 2 FEET WEST OF A POLE, ABOUT 150 YARDS NORTH OF
 MB0854'A DRIVEWAY LEADING EAST TO A ONE STORY HOUSE.  IT IS 2 FEET
 MB0854'SOUTH OF A WHITE WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
 MB0854'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND ABOUT
 MB0854'FLUSH WITH THE GROUND.
 MB0854
 MB0854                          STATION RECOVERY (1991)
 MB0854
 MB0854'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991
 MB0854'------ REPORT BY ODOT ---------1991--------- CONDITION - UNKNOWN ----
 MB0854'NOTE*MEASURED ALL DISTANCES UNABLE TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1101 ***********************************************************************
 KY1101  DESIGNATION -  B 157
 KY1101  PID         -  KY1101
 KY1101  STATE/COUNTY-  OH/MAHONING
 KY1101  USGS QUAD   -  DAMASCUS (1994)
 KY1101
 KY1101                         *CURRENT SURVEY CONTROL
 KY1101  ___________________________________________________________________
 KY1101* NAD 83(1986)-  40 58 49.     (N)    080 58 04.     (W)     SCALED    
 KY1101* NAVD 88     -       327.441  (meters)    1074.28   (feet)  ADJUSTED  
 KY1101  ___________________________________________________________________
 KY1101  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KY1101  DYNAMIC HT  -         327.288 (meters)    1073.78  (feet)  COMP
 KY1101  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 KY1101
 KY1101  VERT ORDER  -  FIRST     CLASS II
 KY1101
 KY1101.The horizontal coordinates were scaled from a topographic map and have
 KY1101.an estimated accuracy of +/- 6 seconds.
 KY1101
 KY1101.The orthometric height was determined by differential leveling
 KY1101.and adjusted by the National Geodetic Survey in June 1991..
 KY1101
 KY1101.The geoid height was determined by GEOID03.
 KY1101
 KY1101.The dynamic height is computed by dividing the NAVD 88
 KY1101.geopotential number by the normal gravity value computed on the
 KY1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1101.degrees latitude (g = 980.6199 gals.).
 KY1101
 KY1101.The modeled gravity was interpolated from observed gravity values.
 KY1101
 KY1101;                    North         East    Units  Estimated Accuracy
 KY1101;SPC OH N     -   147,000.      728,940.      MT  (+/- 180 meters Scaled)
 KY1101
 KY1101                          SUPERSEDED SURVEY CONTROL
 KY1101
 KY1101  NGVD 29 (??/??/92)  327.606  (m)         1074.82   (f) ADJ UNCH    1 2
 KY1101
 KY1101.Superseded values are not recommended for survey control.
 KY1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1101.See file dsdata.txt to determine how the superseded data were derived.
 KY1101
 KY1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF027365(NAD 83)
 KY1101_MARKER: DB = BENCH MARK DISK
 KY1101_SETTING: 80 = SET IN A BOULDER
 KY1101_SP_SET: BOULDER
 KY1101_STAMPING: B 157 1950
 KY1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1101+STABILITY: SURFACE MOTION
 KY1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1101+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 KY1101
 KY1101  HISTORY     - Date     Condition        Report By
 KY1101  HISTORY     - 1950     MONUMENTED       CGS
 KY1101  HISTORY     - 20060603 GOOD             GEOCAC
 KY1101
 KY1101                          STATION DESCRIPTION
 KY1101
 KY1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY1101'2 MI NE FROM SNODES.
 KY1101'ABOUT 2.0 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1101'ITS STATION AT SNODES, ABOUT 4 1/4 POLES NORTHEAST OF MILE-POST
 KY1101'94.  IT IS IN A 6 FOOT BY 3 FOOT BOULDER PROJECTING ABOUT
 KY1101'3 FEET, IN THE SOUTH END OF THE BOULDER, 231 FEET NORTHWEST
 KY1101'OF THE NORTHWEST RAIL AND 3.5 FEET WEST OF A WHITE WITNESS POST.
 KY1101'A STANDARD DISK CEMENTED IN A DRILLED HOLE.
 KY1101
 KY1101                          STATION RECOVERY (2006)
 KY1101
 KY1101'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0546 ***********************************************************************
 MB0546  DESIGNATION -  B 158
 MB0546  PID         -  MB0546
 MB0546  STATE/COUNTY-  OH/MAHONING
 MB0546  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0546
 MB0546                         *CURRENT SURVEY CONTROL
 MB0546  ___________________________________________________________________
 MB0546* NAD 83(1986)-  41 05 56.     (N)    080 39 02.     (W)     SCALED    
 MB0546* NAVD 88     -       262.374  (meters)     860.81   (feet)  ADJUSTED  
 MB0546  ___________________________________________________________________
 MB0546  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB0546  DYNAMIC HT  -         262.252 (meters)     860.41  (feet)  COMP
 MB0546  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 MB0546
 MB0546  VERT ORDER  -  FIRST     CLASS II
 MB0546
 MB0546.The horizontal coordinates were scaled from a topographic map and have
 MB0546.an estimated accuracy of +/- 6 seconds.
 MB0546
 MB0546.The orthometric height was determined by differential leveling
 MB0546.and adjusted by the National Geodetic Survey in June 1991..
 MB0546
 MB0546.The geoid height was determined by GEOID03.
 MB0546
 MB0546.The dynamic height is computed by dividing the NAVD 88
 MB0546.geopotential number by the normal gravity value computed on the
 MB0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0546.degrees latitude (g = 980.6199 gals.).
 MB0546
 MB0546.The modeled gravity was interpolated from observed gravity values.
 MB0546
 MB0546;                    North         East    Units  Estimated Accuracy
 MB0546;SPC OH N     -   160,690.      755,350.      MT  (+/- 180 meters Scaled)
 MB0546
 MB0546                          SUPERSEDED SURVEY CONTROL
 MB0546
 MB0546  NGVD 29 (??/??/92)  262.552  (m)          861.39   (f) ADJ UNCH    1 2
 MB0546
 MB0546.Superseded values are not recommended for survey control.
 MB0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0546.See file dsdata.txt to determine how the superseded data were derived.
 MB0546
 MB0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF293497(NAD 83)
 MB0546_MARKER: DB = BENCH MARK DISK
 MB0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0546_SP_SET: STEP
 MB0546_STAMPING: B 158 1950
 MB0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0546+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 MB0546
 MB0546  HISTORY     - Date     Condition        Report By
 MB0546  HISTORY     - 1950     MONUMENTED       CGS
 MB0546  HISTORY     - 1988     POOR             USPSQD
 MB0546  HISTORY     - 19970920 GOOD             USPSQD
 MB0546  HISTORY     - 20051208 GOOD             GEOCAC
 MB0546
 MB0546                          STATION DESCRIPTION
 MB0546
 MB0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0546'AT YOUNGSTOWN.
 MB0546'IN THE MAHONING COUNTY COURTHOUSE AT YOUNGSTOWN.  IT IS IN THE
 MB0546'TOP AND NORTH END OF THE TOP STEP OF THE NORTHERN-MOST OF THREE
 MB0546'ENTRANCES TO THE COURTHOUSE, 0.5 FOOT SOUTH OF THE NORTH WALL
 MB0546'AND 4 FEET HIGHER THAN THE SIDEWALK.  A STANDARD DISK CEMENTED
 MB0546'IN A DRILLED HOLE.
 MB0546
 MB0546                          STATION RECOVERY (1988)
 MB0546
 MB0546'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 MB0546'MARK RECOVERED IN POOR CONDITION.
 MB0546
 MB0546                          STATION RECOVERY (1997)
 MB0546
 MB0546'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB0546'RECOVERED IN GOOD CONDITION.
 MB0546
 MB0546                          STATION RECOVERY (2005)
 MB0546
 MB0546'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 MB0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1321 ***********************************************************************
 KY1321  DESIGNATION -  B 159
 KY1321  PID         -  KY1321
 KY1321  STATE/COUNTY-  OH/MAHONING
 KY1321  USGS QUAD   -  ALLIANCE (1994)
 KY1321
 KY1321                         *CURRENT SURVEY CONTROL
 KY1321  ___________________________________________________________________
 KY1321* NAD 83(1986)-  40 55 14.     (N)    081 00 11.     (W)     SCALED    
 KY1321* NAVD 88     -       337.366  (meters)    1106.84   (feet)  ADJUSTED  
 KY1321  ___________________________________________________________________
 KY1321  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KY1321  DYNAMIC HT  -         337.206 (meters)    1106.32  (feet)  COMP
 KY1321  MODELED GRAV-     980,140.2   (mgal)                       NAVD 88
 KY1321
 KY1321  VERT ORDER  -  FIRST     CLASS I
 KY1321
 KY1321.The horizontal coordinates were scaled from a topographic map and have
 KY1321.an estimated accuracy of +/- 6 seconds.
 KY1321
 KY1321.The orthometric height was determined by differential leveling
 KY1321.and adjusted by the National Geodetic Survey in June 1991..
 KY1321.WARNING-Repeat measurements at this control monument indicate possible
 KY1321.vertical movement.
 KY1321
 KY1321.The geoid height was determined by GEOID03.
 KY1321
 KY1321.The dynamic height is computed by dividing the NAVD 88
 KY1321.geopotential number by the normal gravity value computed on the
 KY1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1321.degrees latitude (g = 980.6199 gals.).
 KY1321
 KY1321.The modeled gravity was interpolated from observed gravity values.
 KY1321
 KY1321;                    North         East    Units  Estimated Accuracy
 KY1321;SPC OH N     -   140,320.      726,080.      MT  (+/- 180 meters Scaled)
 KY1321
 KY1321                          SUPERSEDED SURVEY CONTROL
 KY1321
 KY1321  NGVD 29 (??/??/92)  337.537  (m)         1107.40   (f) ADJ UNCH    1 1
 KY1321
 KY1321.Superseded values are not recommended for survey control.
 KY1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1321.See file dsdata.txt to determine how the superseded data were derived.
 KY1321
 KY1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF997299(NAD 83)
 KY1321_MARKER: DB = BENCH MARK DISK
 KY1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1321_STAMPING: B 159 1950
 KY1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1321+STABILITY: SURFACE MOTION
 KY1321
 KY1321  HISTORY     - Date     Condition        Report By
 KY1321  HISTORY     - 1950     MONUMENTED       CGS
 KY1321  HISTORY     - 1966     GOOD             NGS
 KY1321  HISTORY     - 20021026 MARK NOT FOUND   USPSQD
 KY1321
 KY1321                          STATION DESCRIPTION
 KY1321
 KY1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1321'0.5 MI W FROM BELOIT.
 KY1321'ABOUT 0.5 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1321'CROSSING OF STATE HIGHWAY 173 AT BELOIT, IN SECTION 26, R 5 W,
 KY1321'T 18 N, ABOUT 0.8 MILE EAST OF THE 15 TH STREET CROSSING AT
 KY1321'SEBRING, ABOUT 0.3 MILE WEST OF MILEPOST P 78, 27 FEET NORTHEAST
 KY1321'OF THE CENTER OF THE CROSSING OF A GRAVELED ROAD AND THE
 KY1321'WESTBOUND TRACK, 11.3 FEET NORTH OF THE NORTH RAIL OF THE NEAR
 KY1321'TRACK, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET WEST
 KY1321'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND
 KY1321'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 KY1321'LEVEL OF THE GROUND.
 KY1321
 KY1321                          STATION RECOVERY (2002)
 KY1321
 KY1321'RECOVERY NOTE BY US POWER SQUADRON 2002
 KY1321'WITNESS POST INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0046 ***********************************************************************
 MD0046  DESIGNATION -  B 16
 MD0046  PID         -  MD0046
 MD0046  STATE/COUNTY-  OH/FULTON
 MD0046  USGS QUAD   -  MORENCI (1977)
 MD0046
 MD0046                         *CURRENT SURVEY CONTROL
 MD0046  ___________________________________________________________________
 MD0046* NAD 83(1986)-  41 42 20.     (N)    084 08 55.     (W)     SCALED    
 MD0046* NAVD 88     -       242.604  (meters)     795.94   (feet)  ADJUSTED  
 MD0046  ___________________________________________________________________
 MD0046  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 MD0046  DYNAMIC HT  -         242.511 (meters)     795.64  (feet)  COMP
 MD0046  MODELED GRAV-     980,233.9   (mgal)                       NAVD 88
 MD0046
 MD0046  VERT ORDER  -  SECOND    CLASS 0
 MD0046
 MD0046.The horizontal coordinates were scaled from a topographic map and have
 MD0046.an estimated accuracy of +/- 6 seconds.
 MD0046
 MD0046.The orthometric height was determined by differential leveling
 MD0046.and adjusted by the National Geodetic Survey in June 1991..
 MD0046
 MD0046.The geoid height was determined by GEOID03.
 MD0046
 MD0046.The dynamic height is computed by dividing the NAVD 88
 MD0046.geopotential number by the normal gravity value computed on the
 MD0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0046.degrees latitude (g = 980.6199 gals.).
 MD0046
 MD0046.The modeled gravity was interpolated from observed gravity values.
 MD0046
 MD0046;                    North         East    Units  Estimated Accuracy
 MD0046;SPC OH N     -   227,710.      462,790.      MT  (+/- 180 meters Scaled)
 MD0046
 MD0046                          SUPERSEDED SURVEY CONTROL
 MD0046
 MD0046  NGVD 29 (??/??/92)  242.770  (m)          796.49   (f) ADJ UNCH    2 0
 MD0046
 MD0046.Superseded values are not recommended for survey control.
 MD0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0046.See file dsdata.txt to determine how the superseded data were derived.
 MD0046
 MD0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM372210(NAD 83)
 MD0046_MARKER: DB = BENCH MARK DISK
 MD0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0046_SP_SET: SIGNAL BASE
 MD0046_STAMPING: B 16 1934
 MD0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0046
 MD0046  HISTORY     - Date     Condition        Report By
 MD0046  HISTORY     - 1934     MONUMENTED       CGS
 MD0046  HISTORY     - 1959     GOOD             USGS
 MD0046  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MD0046
 MD0046                          STATION DESCRIPTION
 MD0046
 MD0046'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MD0046'AT DENSON.
 MD0046'AT DENSON, FULTON COUNTY, ABOUT 44 YARDS SOUTH OF THE SOUTHWEST
 MD0046'CORNER OF THE DETROIT, TOLEDO AND IRONTON RAILROAD STATION, AT
 MD0046'THE CROSSING OF THE TOLEDO AND WESTERN RAILWAY, 8 FEET WEST OF
 MD0046'THE WEST RAIL OF THE DETROIT, TOLEDO AND IRONTON RAILROAD, 27
 MD0046'FEET EAST OF THE WIRE RIGHT-OF-WAY FENCE, IN THE TOP OF THE
 MD0046'NORTHEAST CORNER OF THE CONCRETE BASE OF AN ABANDONED SIGNAL
 MD0046'TOWER, AND ABOUT 9 INCHES LOWER THAN THE TOP OF THE RAIL.  A
 MD0046'STANDARD DISK, STAMPED B 16 1934.
 MD0046
 MD0046                          STATION RECOVERY (1985)
 MD0046
 MD0046'RECOVERY NOTE BY US POWER SQUADRON 1985
 MD0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1016 ***********************************************************************
 KY1016  DESIGNATION -  B 160
 KY1016  PID         -  KY1016
 KY1016  STATE/COUNTY-  OH/COLUMBIANA
 KY1016  USGS QUAD   -  EAST PALESTINE (1994)
 KY1016
 KY1016                         *CURRENT SURVEY CONTROL
 KY1016  ___________________________________________________________________
 KY1016* NAD 83(1986)-  40 50 44.     (N)    080 36 43.     (W)     SCALED    
 KY1016* NAVD 88     -       323.245  (meters)    1060.51   (feet)  ADJUSTED  
 KY1016  ___________________________________________________________________
 KY1016  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KY1016  DYNAMIC HT  -         323.084 (meters)    1059.98  (feet)  COMP
 KY1016  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 KY1016
 KY1016  VERT ORDER  -  FIRST     CLASS II
 KY1016
 KY1016.This mark is at Wayne County Airport (BJJ)
 KY1016
 KY1016.The horizontal coordinates were scaled from a topographic map and have
 KY1016.an estimated accuracy of +/- 6 seconds.
 KY1016
 KY1016.The orthometric height was determined by differential leveling
 KY1016.and adjusted by the National Geodetic Survey in June 1991..
 KY1016
 KY1016.The geoid height was determined by GEOID03.
 KY1016
 KY1016.The dynamic height is computed by dividing the NAVD 88
 KY1016.geopotential number by the normal gravity value computed on the
 KY1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1016.degrees latitude (g = 980.6199 gals.).
 KY1016
 KY1016.The modeled gravity was interpolated from observed gravity values.
 KY1016
 KY1016;                    North         East    Units  Estimated Accuracy
 KY1016;SPC OH N     -   132,630.      759,200.      MT  (+/- 180 meters Scaled)
 KY1016
 KY1016                          SUPERSEDED SURVEY CONTROL
 KY1016
 KY1016  NGVD 29 (??/??/??)  324.13   (m)         1063.4    (f) RESET       3  
 KY1016
 KY1016.Superseded values are not recommended for survey control.
 KY1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1016.See file dsdata.txt to determine how the superseded data were derived.
 KY1016
 KY1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF327216(NAD 83)
 KY1016_MARKER: DD = SURVEY DISK
 KY1016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1016_SP_SET: BRIDGE
 KY1016_STAMPING: B 160 1950
 KY1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1016
 KY1016  HISTORY     - Date     Condition        Report By
 KY1016  HISTORY     - 1950     MONUMENTED       CGS
 KY1016  HISTORY     - 19980328 MARK NOT FOUND   USPSQD
 KY1016
 KY1016                          STATION DESCRIPTION
 KY1016
 KY1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY1016'AT NEW WATERFORD.
 KY1016'AT NEW WATERFORD, IT IS IN THE TOP AND SOUTH END OF THE WEST
 KY1016'RETAINING WALL OF BRIDGE 54-29, WHICH IS THE OVERPASS OVER A ROAD.
 KY1016'IT IS 9 FEET WEST OF THE WEST RAIL, 2.7 FEET NORTH OF THE SOUTH END
 KY1016'AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK CEMENTED IN A
 KY1016'DRILLED HOLE.
 KY1016
 KY1016                          STATION RECOVERY (1998)
 KY1016
 KY1016'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1017 ***********************************************************************
 KY1017  DESIGNATION -  B 160 RESET
 KY1017  PID         -  KY1017
 KY1017  STATE/COUNTY-  OH/COLUMBIANA
 KY1017  USGS QUAD   -  EAST PALESTINE (1994)
 KY1017
 KY1017                         *CURRENT SURVEY CONTROL
 KY1017  ___________________________________________________________________
 KY1017* NAD 83(1986)-  40 50 44.     (N)    080 36 44.     (W)     SCALED    
 KY1017* NAVD 88     -       323.988  (meters)    1062.95   (feet)  ADJUSTED  
 KY1017  ___________________________________________________________________
 KY1017  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KY1017  DYNAMIC HT  -         323.827 (meters)    1062.42  (feet)  COMP
 KY1017  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 KY1017
 KY1017  VERT ORDER  -  FIRST     CLASS I
 KY1017
 KY1017.The horizontal coordinates were scaled from a topographic map and have
 KY1017.an estimated accuracy of +/- 6 seconds.
 KY1017
 KY1017.The orthometric height was determined by differential leveling
 KY1017.and adjusted by the National Geodetic Survey in June 1991..
 KY1017
 KY1017.The geoid height was determined by GEOID03.
 KY1017
 KY1017.The dynamic height is computed by dividing the NAVD 88
 KY1017.geopotential number by the normal gravity value computed on the
 KY1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1017.degrees latitude (g = 980.6199 gals.).
 KY1017
 KY1017.The modeled gravity was interpolated from observed gravity values.
 KY1017
 KY1017;                    North         East    Units  Estimated Accuracy
 KY1017;SPC OH N     -   132,630.      759,180.      MT  (+/- 180 meters Scaled)
 KY1017
 KY1017                          SUPERSEDED SURVEY CONTROL
 KY1017
 KY1017  NGVD 29 (??/??/92)  324.128  (m)         1063.41   (f) ADJ UNCH    1 1
 KY1017
 KY1017.Superseded values are not recommended for survey control.
 KY1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1017.See file dsdata.txt to determine how the superseded data were derived.
 KY1017
 KY1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF326216(NAD 83)
 KY1017_MARKER: DB = BENCH MARK DISK
 KY1017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1017_SP_SET: OVERPASS HEADWALL
 KY1017_STAMPING: B 160 RESET 1953
 KY1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1017+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2006
 KY1017
 KY1017  HISTORY     - Date     Condition        Report By
 KY1017  HISTORY     - 1953     MONUMENTED       CGS
 KY1017  HISTORY     - 1966     GOOD             NGS
 KY1017  HISTORY     - 19980328 POOR             USPSQD
 KY1017  HISTORY     - 20060416 GOOD             GEOCAC
 KY1017
 KY1017                          STATION DESCRIPTION
 KY1017
 KY1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1017'AT NEW WATERFORD.
 KY1017'AT NEW WATERFORD, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 0.3
 KY1017'MILE NORTHWEST OF MILEPOST P 54, SET ON THE TOP OF THE SOUTHEAST
 KY1017'END OF THE SOUTHWEST CONCRETE HEAD WALL OF THE OVERPASS OVER
 KY1017'MAIN STREET, 9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN SECTION
 KY1017'20, R 1 W, T 8 N, 2.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 KY1017'HEAD WALL AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 KY1017
 KY1017                          STATION RECOVERY (1998)
 KY1017
 KY1017'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1017'MARK RECOVERED IN POOR CONDITION.
 KY1017
 KY1017                          STATION RECOVERY (2006)
 KY1017
 KY1017'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0637 ***********************************************************************
 MB0637  DESIGNATION -  B 161
 MB0637  PID         -  MB0637
 MB0637  STATE/COUNTY-  OH/TRUMBULL
 MB0637  USGS QUAD   -  BRISTOLVILLE (1994)
 MB0637
 MB0637                         *CURRENT SURVEY CONTROL
 MB0637  ___________________________________________________________________
 MB0637* NAD 83(1995)-  41 27 41.99107(N)    080 52 05.38285(W)     ADJUSTED  
 MB0637* NAVD 88     -       273.490  (meters)     897.28   (feet)  ADJUSTED  
 MB0637  ___________________________________________________________________
 MB0637  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 MB0637  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0637  DYNAMIC HT  -         273.381 (meters)     896.92  (feet)  COMP
 MB0637  MODELED GRAV-     980,217.0   (mgal)                       NAVD 88
 MB0637
 MB0637  HORZ ORDER  -  SECOND
 MB0637  VERT ORDER  -  SECOND    CLASS 0
 MB0637
 MB0637.The horizontal coordinates were established by classical geodetic methods
 MB0637.and adjusted by the National Geodetic Survey in April 1998..
 MB0637
 MB0637.The orthometric height was determined by differential leveling
 MB0637.and adjusted by the National Geodetic Survey in June 1991..
 MB0637
 MB0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0637
 MB0637.The geoid height was determined by GEOID03.
 MB0637
 MB0637.The dynamic height is computed by dividing the NAVD 88
 MB0637.geopotential number by the normal gravity value computed on the
 MB0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0637.degrees latitude (g = 980.6199 gals.).
 MB0637
 MB0637.The modeled gravity was interpolated from observed gravity values.
 MB0637
 MB0637;                    North         East     Units Scale Factor Converg.
 MB0637;SPC OH N     -   200,605.332   736,319.516   MT  0.99996274   +1 04 19.3
 MB0637;UTM  17      - 4,590,016.614   511,010.061   MT  0.99960149   +0 05 14.3
 MB0637
 MB0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0637!SPC OH N     -   0.99996241  x   0.99996274  =   0.99992515
 MB0637!UTM  17      -   0.99996241  x   0.99960149  =   0.99956392
 MB0637
 MB0637                          SUPERSEDED SURVEY CONTROL
 MB0637
 MB0637  NAD 83(1986)-  41 27 41.99910(N)    080 52 05.37885(W) AD(       ) 2
 MB0637  NAD 27      -  41 27 41.80100(N)    080 52 06.05900(W) AD(       ) 2
 MB0637  NGVD 29 (??/??/92)  273.674  (m)          897.88   (f) ADJ UNCH    2 0
 MB0637
 MB0637.Superseded values are not recommended for survey control.
 MB0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0637.See file dsdata.txt to determine how the superseded data were derived.
 MB0637
 MB0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1101090017(NAD 83)
 MB0637_MARKER: DB = BENCH MARK DISK
 MB0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0637_STAMPING: B 161 1950
 MB0637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0637+STABILITY: SURFACE MOTION
 MB0637
 MB0637  HISTORY     - Date     Condition        Report By
 MB0637  HISTORY     - 1950     MONUMENTED       CGS
 MB0637  HISTORY     - 1951     GOOD             CGS
 MB0637  HISTORY     - 19900706 GOOD             OHDT
 MB0637
 MB0637                          STATION DESCRIPTION
 MB0637
 MB0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0637'AT NORTH BLOOMFIELD.
 MB0637'AT THE INTERSECTION OF STATE HIGHWAYS 45 AND 87.  IT IS 75 FEET
 MB0637'EAST OF THE CENTERLINE OF HIGHWAY 45, 37 FEET SOUTH OF THE
 MB0637'CENTERLINE OF HIGHWAY 87, 4.8 FEET NORTHEAST OF A POWER LINE
 MB0637'POLE, 3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT HIGHER
 MB0637'THAN THE ROADS.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0637'POST PROJECTING 3 INCHES.
 MB0637
 MB0637                          STATION RECOVERY (1951)
 MB0637
 MB0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB0637'STATION IS LOCATED IN THE TOWN OF BLOOMFIELD.  IT IS 85 FEET
 MB0637'SOUTHEAST OF THE
 MB0637'INTERSECTION OF STATE HIGHWAYS NO. 45 AND NO. 87, 76 FEET EAST OF THE
 MB0637'CENTER OF STATE HIGHWAY NO. 45, 36
 MB0637'FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 87 AND
 MB0637'3 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 MB0637'IS A 12 AND 12 INCH CONCRETE POST
 MB0637'WHICH PROJECTS 4 INCHES WITH A BRONZE USC AND GS BENCH MARK DISK SET
 MB0637'IN THE TOP STAMPED B 161 1950.  A
 MB0637'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BLOOMFIELD
 MB0637'AND THE DISTANCE WAS FOUND TO BE
 MB0637'88.642 METERS (290.82 FEET).
 MB0637
 MB0637                          STATION RECOVERY (1990)
 MB0637
 MB0637'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (JF)
 MB0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0655 ***********************************************************************
 MB0655  DESIGNATION -  B 163
 MB0655  PID         -  MB0655
 MB0655  STATE/COUNTY-  OH/TRUMBULL
 MB0655  USGS QUAD   -  WEST FARMINGTON (1994)
 MB0655
 MB0655                         *CURRENT SURVEY CONTROL
 MB0655  ___________________________________________________________________
 MB0655* NAD 83(1986)-  41 23 11.     (N)    080 57 16.     (W)     SCALED    
 MB0655* NAVD 88     -       255.956  (meters)     839.75   (feet)  ADJUSTED  
 MB0655  ___________________________________________________________________
 MB0655  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB0655  DYNAMIC HT  -         255.849 (meters)     839.40  (feet)  COMP
 MB0655  MODELED GRAV-     980,201.4   (mgal)                       NAVD 88
 MB0655
 MB0655  VERT ORDER  -  SECOND    CLASS 0
 MB0655
 MB0655.The horizontal coordinates were scaled from a topographic map and have
 MB0655.an estimated accuracy of +/- 6 seconds.
 MB0655
 MB0655.The orthometric height was determined by differential leveling
 MB0655.and adjusted by the National Geodetic Survey in June 1991..
 MB0655
 MB0655.The geoid height was determined by GEOID03.
 MB0655
 MB0655.The dynamic height is computed by dividing the NAVD 88
 MB0655.geopotential number by the normal gravity value computed on the
 MB0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0655.degrees latitude (g = 980.6199 gals.).
 MB0655
 MB0655.The modeled gravity was interpolated from observed gravity values.
 MB0655
 MB0655;                    North         East    Units  Estimated Accuracy
 MB0655;SPC OH N     -   192,120.      729,260.      MT  (+/- 180 meters Scaled)
 MB0655
 MB0655                          SUPERSEDED SURVEY CONTROL
 MB0655
 MB0655  NGVD 29 (??/??/92)  256.134  (m)          840.33   (f) ADJ UNCH    2 0
 MB0655
 MB0655.Superseded values are not recommended for survey control.
 MB0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0655.See file dsdata.txt to determine how the superseded data were derived.
 MB0655
 MB0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF038816(NAD 83)
 MB0655_MARKER: DB = BENCH MARK DISK
 MB0655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0655_SP_SET: BRIDGE
 MB0655_STAMPING: B 163 1950
 MB0655_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0655
 MB0655  HISTORY     - Date     Condition        Report By
 MB0655  HISTORY     - 1950     MONUMENTED       CGS
 MB0655  HISTORY     - 19910530 GOOD             OHDT
 MB0655  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 MB0655
 MB0655                          STATION DESCRIPTION
 MB0655
 MB0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0655'0.2 MI S FROM FARMINGTON.
 MB0655'ABOUT 0.25 MILE SOUTH ALONG STATE ROUTE 534 FROM ITS INTERSECTION
 MB0655'WITH STATE ROUTE 88 AND IN THE TOP AND EAST END OF THE SOUTHEAST
 MB0655'WINGWALL OF THE SECOND BRIDGE SOUTH OF FARMINGTON.  IT IS 14
 MB0655'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT THE SAME
 MB0655'ELEVATION.  THE MARK IS A STANDARD DISK SET IN A DRILL HOLE.
 MB0655
 MB0655                          STATION RECOVERY (1991)
 MB0655
 MB0655'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 MB0655'RECOVERED IN GOOD CONDITION.
 MB0655
 MB0655                          STATION RECOVERY (2002)
 MB0655
 MB0655'RECOVERY NOTE BY US POWER SQUADRON 2002 (NPO)
 MB0655'BRIDGE HAS BEEN UPGRADED AND GIVEN NEW WINGS.  OLD WINGS CRUSHED AND
 MB0655'USED FOR FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0492 ***********************************************************************
 MB0492  DESIGNATION -  B 164
 MB0492  PID         -  MB0492
 MB0492  STATE/COUNTY-  OH/GEAUGA
 MB0492  USGS QUAD   -  MIDDLEFIELD (1994)
 MB0492
 MB0492                         *CURRENT SURVEY CONTROL
 MB0492  ___________________________________________________________________
 MB0492* NAD 83(1986)-  41 24 42.     (N)    081 00 14.     (W)     SCALED    
 MB0492* NAVD 88     -       286.701  (meters)     940.62   (feet)  ADJUSTED  
 MB0492  ___________________________________________________________________
 MB0492  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB0492  DYNAMIC HT  -         286.581 (meters)     940.22  (feet)  COMP
 MB0492  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 MB0492
 MB0492  VERT ORDER  -  SECOND    CLASS 0
 MB0492
 MB0492.The horizontal coordinates were scaled from a topographic map and have
 MB0492.an estimated accuracy of +/- 6 seconds.
 MB0492
 MB0492.The orthometric height was determined by differential leveling
 MB0492.and adjusted by the National Geodetic Survey in June 1991..
 MB0492
 MB0492.The geoid height was determined by GEOID03.
 MB0492
 MB0492.The dynamic height is computed by dividing the NAVD 88
 MB0492.geopotential number by the normal gravity value computed on the
 MB0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0492.degrees latitude (g = 980.6199 gals.).
 MB0492
 MB0492.The modeled gravity was interpolated from observed gravity values.
 MB0492
 MB0492;                    North         East    Units  Estimated Accuracy
 MB0492;SPC OH N     -   194,850.      725,080.      MT  (+/- 180 meters Scaled)
 MB0492
 MB0492                          SUPERSEDED SURVEY CONTROL
 MB0492
 MB0492  NGVD 29 (??/??/92)  286.881  (m)          941.21   (f) ADJ UNCH    2 0
 MB0492
 MB0492.Superseded values are not recommended for survey control.
 MB0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0492.See file dsdata.txt to determine how the superseded data were derived.
 MB0492
 MB0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF996844(NAD 83)
 MB0492_MARKER: DB = BENCH MARK DISK
 MB0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0492_STAMPING: B 164 1950
 MB0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0492+STABILITY: SURFACE MOTION
 MB0492
 MB0492  HISTORY     - Date     Condition        Report By
 MB0492  HISTORY     - 1950     MONUMENTED       CGS
 MB0492
 MB0492                          STATION DESCRIPTION
 MB0492
 MB0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0492'2.4 MI NW FROM WEST FARMINGTON.
 MB0492'ABOUT 2.4 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0492'FROM THE STATION AT WEST FARMINGTON, AT AN EAST- WEST ROAD
 MB0492'CROSSING.  IT IS 46 FEET WEST OF THE WEST RAIL, 25.5 FEET NORTH
 MB0492'OF THE CENTERLINE OF THE ROAD, 3 FEET NORTHEAST OF THE CORNER
 MB0492'RIGHT OF WAY POST, 2 FEET NORTH OF A WHITE WITNESS POST AND
 MB0492'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK SET IN THE TOP OF A
 MB0492'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0195 ***********************************************************************
 LA0195  DESIGNATION -  B 165
 LA0195  PID         -  LA0195
 LA0195  STATE/COUNTY-  OH/MIAMI
 LA0195  USGS QUAD   -  PIQUA EAST (1984)
 LA0195
 LA0195                         *CURRENT SURVEY CONTROL
 LA0195  ___________________________________________________________________
 LA0195* NAD 83(1986)-  40 08 45.     (N)    084 14 13.     (W)     SCALED    
 LA0195* NAVD 88     -       261.833  (meters)     859.03   (feet)  ADJUSTED  
 LA0195  ___________________________________________________________________
 LA0195  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LA0195  DYNAMIC HT  -         261.703 (meters)     858.60  (feet)  COMP
 LA0195  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 LA0195
 LA0195  VERT ORDER  -  FIRST     CLASS II
 LA0195
 LA0195.The horizontal coordinates were scaled from a topographic map and have
 LA0195.an estimated accuracy of +/- 6 seconds.
 LA0195
 LA0195.The orthometric height was determined by differential leveling
 LA0195.and adjusted by the National Geodetic Survey in January 1994..
 LA0195
 LA0195.The geoid height was determined by GEOID03.
 LA0195
 LA0195.The dynamic height is computed by dividing the NAVD 88
 LA0195.geopotential number by the normal gravity value computed on the
 LA0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0195.degrees latitude (g = 980.6199 gals.).
 LA0195
 LA0195.The modeled gravity was interpolated from observed gravity values.
 LA0195
 LA0195;                    North         East    Units  Estimated Accuracy
 LA0195;SPC OH S     -   239,650.      452,000.      MT  (+/- 180 meters Scaled)
 LA0195
 LA0195                          SUPERSEDED SURVEY CONTROL
 LA0195
 LA0195  NAVD 88 (06/15/91)  261.828  (m)          859.01   (f) UNKNOWN     1 2
 LA0195  NGVD 29 (??/??/92)  262.020  (m)          859.64   (f) ADJ UNCH    1 2
 LA0195
 LA0195.Superseded values are not recommended for survey control.
 LA0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0195.See file dsdata.txt to determine how the superseded data were derived.
 LA0195
 LA0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK353476(NAD 83)
 LA0195_MARKER: DB = BENCH MARK DISK
 LA0195_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0195_SP_SET: RETAINING WALL
 LA0195_STAMPING: B 165 1954
 LA0195_MARK LOGO: CGS   
 LA0195_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0195+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 LA0195
 LA0195  HISTORY     - Date     Condition        Report By
 LA0195  HISTORY     - 1954     MONUMENTED       CGS
 LA0195  HISTORY     - 1979     GOOD             DOD
 LA0195  HISTORY     - 19930622 GOOD             NGS
 LA0195
 LA0195                          STATION DESCRIPTION
 LA0195
 LA0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0195'AT PIQUA.
 LA0195'AT PIQUA, ON THE EAST BANK OF MIAMI RIVER, AND ON THE EAST SLOPE
 LA0195'OF LEVEE, ABOUT MIDWAY BETWEEN THE EAST ENDS OF PENNSYLVANIA
 LA0195'RAILROAD BRIDGE AND SHAWNEE BRIDGE (EAST MAIN STREET BRIDGE)
 LA0195'OVER MIAMI RIVER, 29 FEET EAST OF CENTER OF CROWN OF LEVEE, 161
 LA0195'FEET NORTH-NORTHEAST OF EAST END OF NORTH BANISTER OF SHAWNEE
 LA0195'BRIDGE, 3 FEET SOUTH OF THE EXTENDED CENTER LINE OF EAST MAIN
 LA0195'STREET LEADING EAST, 17 FEET EAST-NORTHEAST OF A POWER POLE, IN
 LA0195'THE TOP OF THE SOUTHWEST CORNER OF A 4 BY 4 1/2-FOOT CONCRETE
 LA0195'FLOOD VALVE AND ABOUT 7 FEET BELOW TOP OF LEVEE.
 LA0195
 LA0195                          STATION RECOVERY (1979)
 LA0195
 LA0195'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 LA0195'RECOVERED IN GOOD CONDITION.
 LA0195
 LA0195                          STATION RECOVERY (1993)
 LA0195
 LA0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0195'IN PIQUA, AT 115 EAST MAIN STREET, NEAR THE SOUTHEAST CORNER OF THE
 LA0195'EAST RETAINING WALL OF A FLOOD CONTROL VALVE (VALVE REMOVED), 49.5 M
 LA0195'(162.4 FT) NORTH OF THE NORTHEAST CORNER OF THE BRIDGE SPANNING THE
 LA0195'MIAMI RIVER, 21.8 M (71.5 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A
 LA0195'PORCH FOR A HOUSE AT 115 EAST MAIN STREET, 10.6 M (34.8 FT) EAST OF
 LA0195'UTILITY POLE NUMBER 28574 WITH 4 GUY CABLES, 10.4 M (34.1 FT)
 LA0195'NORTHWEST OF THE MOST SOUTHERLY OF 3 VENT PIPES, 5.4 M (17.7 FT)
 LA0195'NORTHEAST OF UTILITY POLE NUMBER 28576, 1.0 M (3.3 FT) SOUTH OF THE
 LA0195'EXTENDED CENTER OF THE STREET, 0.6 M (2.0 FT) ABOVE THE GROUND
 LA0195'SURFACE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0151 ***********************************************************************
 LA0151  DESIGNATION -  B 166
 LA0151  PID         -  LA0151
 LA0151  STATE/COUNTY-  OH/SHELBY
 LA0151  USGS QUAD   -  BOTKINS (1984)
 LA0151
 LA0151                         *CURRENT SURVEY CONTROL
 LA0151  ___________________________________________________________________
 LA0151* NAD 83(1986)-  40 23 47.     (N)    084 10 35.     (W)     SCALED    
 LA0151* NAVD 88     -       312.456  (meters)    1025.12   (feet)  ADJUSTED  
 LA0151  ___________________________________________________________________
 LA0151  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LA0151  DYNAMIC HT  -         312.302 (meters)    1024.61  (feet)  COMP
 LA0151  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 LA0151
 LA0151  VERT ORDER  -  FIRST     CLASS II
 LA0151
 LA0151.The horizontal coordinates were scaled from a topographic map and have
 LA0151.an estimated accuracy of +/- 6 seconds.
 LA0151
 LA0151.The orthometric height was determined by differential leveling
 LA0151.and adjusted by the National Geodetic Survey in June 1991..
 LA0151
 LA0151.The geoid height was determined by GEOID03.
 LA0151
 LA0151.The dynamic height is computed by dividing the NAVD 88
 LA0151.geopotential number by the normal gravity value computed on the
 LA0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0151.degrees latitude (g = 980.6199 gals.).
 LA0151
 LA0151.The modeled gravity was interpolated from observed gravity values.
 LA0151
 LA0151;                    North         East    Units  Estimated Accuracy
 LA0151;SPC OH N     -    82,400.      457,690.      MT  (+/- 180 meters Scaled)
 LA0151
 LA0151                          SUPERSEDED SURVEY CONTROL
 LA0151
 LA0151  NGVD 29 (??/??/92)  312.636  (m)         1025.71   (f) ADJ UNCH    1 2
 LA0151
 LA0151.Superseded values are not recommended for survey control.
 LA0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0151.See file dsdata.txt to determine how the superseded data were derived.
 LA0151
 LA0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK396755(NAD 83)
 LA0151_MARKER: DB = BENCH MARK DISK
 LA0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0151_SP_SET: CONCRETE POST
 LA0151_STAMPING: B 166 1954 1018+-
 LA0151_MARK LOGO: CGS+SS
 LA0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0151+STABILITY: SURFACE MOTION
 LA0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0151+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 LA0151
 LA0151  HISTORY     - Date     Condition        Report By
 LA0151  HISTORY     - 1954     MONUMENTED       OHGS
 LA0151  HISTORY     - 1954     GOOD             NGS
 LA0151  HISTORY     - 19930629 GOOD             NGS
 LA0151
 LA0151                          STATION DESCRIPTION
 LA0151
 LA0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0151'4.9 MI S FROM BOTKINS.
 LA0151'ABOUT 4.9 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0151'FROM THE STATION AT BOTKINS, AT ANNA, ABOUT 1 1/2 BLOCKS EAST
 LA0151'ALONG NORTH STREET FROM THE RAILROAD, AT THE INTERSECTION OF
 LA0151'NORTH STREET AND SECOND STREET, ON THE WEST SIDE OF ANNA
 LA0151'VILLAGE SCHOOL, 208 FEET NORTH OF NORTH CURB OF NORTH STREET,
 LA0151'25 1/2 FEET EAST OF EAST CURB OF SECOND STREET, 7 FEET SOUTH OF
 LA0151'SOUTH EDGE OF CONCRETE WALK LEADING TO MAIN WEST ENTRANCE
 LA0151'TO SCHOOL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0151'4 INCHES.  NOTE-- FOUND UNSTAMPED AND ASSIGNED OUR NEXT
 LA0151'DESIGNATION.
 LA0151
 LA0151                          STATION RECOVERY (1993)
 LA0151
 LA0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0151'IN ANNA, AT THE INTERSECTION OF WEST NORTH AND SECOND STREETS, 71.7 M
 LA0151'(235.2 FT) NORTH OF THE CENTER OF NORTH STREET, 13.5 M (44.3 FT) EAST
 LA0151'OF THE CENTER OF SECOND STREET, 4.2 M (13.8 FT) SOUTH OF THE CENTER
 LA0151'OF THE MAIN ENTRANCE INTO THE ANNA LOCAL SCHOOL, 3.5 M (11.5 FT) WEST
 LA0151'OF THE WEST FACE OF THE BUILDING, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 LA0151'THE STREETS, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE THE
 LA0151'GROUND SURFACE.  NOTE--THE DISK IS STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0087 ***********************************************************************
 LA0087  DESIGNATION -  B 167
 LA0087  PID         -  LA0087
 LA0087  STATE/COUNTY-  OH/AUGLAIZE
 LA0087  USGS QUAD   -  CRIDERSVILLE (1983)
 LA0087
 LA0087                         *CURRENT SURVEY CONTROL
 LA0087  ___________________________________________________________________
 LA0087* NAD 83(1986)-  40 38 28.     (N)    084 09 04.     (W)     SCALED    
 LA0087* NAVD 88     -       273.969  (meters)     898.85   (feet)  ADJUSTED  
 LA0087  ___________________________________________________________________
 LA0087  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 LA0087  DYNAMIC HT  -         273.833 (meters)     898.40  (feet)  COMP
 LA0087  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 LA0087
 LA0087  VERT ORDER  -  FIRST     CLASS II
 LA0087
 LA0087.The horizontal coordinates were scaled from a topographic map and have
 LA0087.an estimated accuracy of +/- 6 seconds.
 LA0087
 LA0087.The orthometric height was determined by differential leveling
 LA0087.and adjusted by the National Geodetic Survey in June 1991..
 LA0087
 LA0087.The geoid height was determined by GEOID03.
 LA0087
 LA0087.The dynamic height is computed by dividing the NAVD 88
 LA0087.geopotential number by the normal gravity value computed on the
 LA0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0087.degrees latitude (g = 980.6199 gals.).
 LA0087
 LA0087.The modeled gravity was interpolated from observed gravity values.
 LA0087
 LA0087;                    North         East    Units  Estimated Accuracy
 LA0087;SPC OH N     -   109,530.      460,350.      MT  (+/- 180 meters Scaled)
 LA0087
 LA0087                          SUPERSEDED SURVEY CONTROL
 LA0087
 LA0087  NGVD 29 (??/??/92)  274.141  (m)          899.41   (f) ADJ UNCH    1 2
 LA0087
 LA0087.Superseded values are not recommended for survey control.
 LA0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0087.See file dsdata.txt to determine how the superseded data were derived.
 LA0087
 LA0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL409028(NAD 83)
 LA0087_MARKER: DB = BENCH MARK DISK
 LA0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0087_STAMPING: B 167 1954
 LA0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0087+STABILITY: SURFACE MOTION
 LA0087
 LA0087  HISTORY     - Date     Condition        Report By
 LA0087  HISTORY     - 1954     MONUMENTED       CGS
 LA0087  HISTORY     - 19930628 MARK NOT FOUND   NGS
 LA0087
 LA0087                          STATION DESCRIPTION
 LA0087
 LA0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0087'5.2 MI N FROM WAPAKONETA.
 LA0087'ABOUT 5.2 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0087'THE STATION AT WAPAKONETA, AT CROSSING OF DELONG ROAD, 250 FEET
 LA0087'SOUTH-SOUTHWEST OF MILE POST C 123 - T 79, 395 FEET SOUTH OF CENTER
 LA0087'CROSSING, 46 FEET SOUTHEAST OF SOUTHEAST RAIL, 1 FOOT NORTHWEST
 LA0087'OF A FENCE LINE, 85 FEET SOUTH OF THE SECOND TELEPHONE POLE SOUTH
 LA0087'OF CROSSING, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0087'LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0087'3 INCHES.
 LA0087
 LA0087                          STATION RECOVERY (1993)
 LA0087
 LA0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0040 ***********************************************************************
 LA0040  DESIGNATION -  B 168
 LA0040  PID         -  LA0040
 LA0040  STATE/COUNTY-  OH/ALLEN
 LA0040  USGS QUAD   -  CAIRO (1983)
 LA0040
 LA0040                         *CURRENT SURVEY CONTROL
 LA0040  ___________________________________________________________________
 LA0040* NAD 83(1986)-  40 45 31.     (N)    084 05 59.     (W)     SCALED    
 LA0040* NAVD 88     -       266.248  (meters)     873.52   (feet)  ADJUSTED  
 LA0040  ___________________________________________________________________
 LA0040  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 LA0040  DYNAMIC HT  -         266.118 (meters)     873.09  (feet)  COMP
 LA0040  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 LA0040
 LA0040  VERT ORDER  -  FIRST     CLASS II
 LA0040
 LA0040.The horizontal coordinates were scaled from a topographic map and have
 LA0040.an estimated accuracy of +/- 6 seconds.
 LA0040
 LA0040.The orthometric height was determined by differential leveling
 LA0040.and adjusted by the National Geodetic Survey in January 1994..
 LA0040
 LA0040.The geoid height was determined by GEOID03.
 LA0040
 LA0040.The dynamic height is computed by dividing the NAVD 88
 LA0040.geopotential number by the normal gravity value computed on the
 LA0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0040.degrees latitude (g = 980.6199 gals.).
 LA0040
 LA0040.The modeled gravity was interpolated from observed gravity values.
 LA0040
 LA0040;                    North         East    Units  Estimated Accuracy
 LA0040;SPC OH N     -   122,500.      464,930.      MT  (+/- 180 meters Scaled)
 LA0040
 LA0040                          SUPERSEDED SURVEY CONTROL
 LA0040
 LA0040  NAVD 88 (06/15/91)  266.273  (m)          873.60   (f) UNKNOWN     1 2
 LA0040  NGVD 29 (??/??/92)  266.441  (m)          874.15   (f) ADJ UNCH    1 2
 LA0040
 LA0040.Superseded values are not recommended for survey control.
 LA0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0040.See file dsdata.txt to determine how the superseded data were derived.
 LA0040
 LA0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL448160(NAD 83)
 LA0040_MARKER: DB = BENCH MARK DISK
 LA0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0040_SP_SET: CONCRETE POST
 LA0040_STAMPING: B 168 1954
 LA0040_MARK LOGO: CGS   
 LA0040_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0040+STABILITY: SURFACE MOTION
 LA0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0040+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1993
 LA0040
 LA0040  HISTORY     - Date     Condition        Report By
 LA0040  HISTORY     - 1954     MONUMENTED       CGS
 LA0040  HISTORY     - 1961     GOOD             NGS
 LA0040  HISTORY     - 19930706 GOOD             NGS
 LA0040
 LA0040                          STATION DESCRIPTION
 LA0040
 LA0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0040'1.2 MI N FROM LIMA.
 LA0040'ABOUT 1.25 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0040'THE STATION AT LIMA, AT THE CROSSING OF ROBB ROAD, 21 FEET EAST
 LA0040'OF EAST RAIL OF EAST TRACK, 34 FEET EAST OF EAST RAIL OF EAST MAIN
 LA0040'TRACK, 143 FEET SOUTHEAST OF CENTER OF CROSSING OF EAST MAIN
 LA0040'TRACK AND ROBB ROAD, 6 FEET SOUTH OF TELEPHONE POLE NO. 131/37,
 LA0040'1 FOOT WEST OF A STEEL FENCE, 107 FEET SOUTH OF A STEEL FENCE
 LA0040'CORNER, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1/2
 LA0040'FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 LA0040'PROJECTING 3 INCHES.
 LA0040
 LA0040                          STATION RECOVERY (1961)
 LA0040
 LA0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LA0040'RECOVERED IN GOOD CONDITION.
 LA0040
 LA0040                          STATION RECOVERY (1993)
 LA0040
 LA0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0040'IN LIMA, AT THE INTERSECTION OF THE CHESSIE SYSTEM RAILROAD AND ROBB
 LA0040'AVENUE, 61.0 M (200.1 FT) SOUTH OF THE AVENUE CENTER, 32.9 M (107.9
 LA0040'FT) SOUTH OF A CHAIN-LINK FENCE CORNER, 10.4 M (34.1 FT) EAST OF THE
 LA0040'NEAR RAIL, 1.6 M (5.2 FT) SOUTH OF A UTILITY POLE, 0.3 M (1.0 FT)
 LA0040'BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 LA0040'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0210 ***********************************************************************
 MD0210  DESIGNATION -  B 169
 MD0210  PID         -  MD0210
 MD0210  STATE/COUNTY-  OH/PUTNAM
 MD0210  USGS QUAD   -  OTTAWA (1977)
 MD0210
 MD0210                         *CURRENT SURVEY CONTROL
 MD0210  ___________________________________________________________________
 MD0210* NAD 83(1986)-  41 01 09.     (N)    084 02 39.     (W)     SCALED    
 MD0210* NAVD 88     -       222.828  (meters)     731.06   (feet)  ADJUSTED  
 MD0210  ___________________________________________________________________
 MD0210  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MD0210  DYNAMIC HT  -         222.721 (meters)     730.71  (feet)  COMP
 MD0210  MODELED GRAV-     980,140.2   (mgal)                       NAVD 88
 MD0210
 MD0210  VERT ORDER  -  FIRST     CLASS II
 MD0210
 MD0210.The horizontal coordinates were scaled from a topographic map and have
 MD0210.an estimated accuracy of +/- 6 seconds.
 MD0210
 MD0210.The orthometric height was determined by differential leveling
 MD0210.and adjusted by the National Geodetic Survey in June 1991..
 MD0210
 MD0210.The geoid height was determined by GEOID03.
 MD0210
 MD0210.The dynamic height is computed by dividing the NAVD 88
 MD0210.geopotential number by the normal gravity value computed on the
 MD0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0210.degrees latitude (g = 980.6199 gals.).
 MD0210
 MD0210.The modeled gravity was interpolated from observed gravity values.
 MD0210
 MD0210;                    North         East    Units  Estimated Accuracy
 MD0210;SPC OH N     -   151,340.      470,130.      MT  (+/- 180 meters Scaled)
 MD0210
 MD0210                          SUPERSEDED SURVEY CONTROL
 MD0210
 MD0210  NGVD 29 (??/??/92)  223.002  (m)          731.63   (f) ADJ UNCH    1 2
 MD0210
 MD0210.Superseded values are not recommended for survey control.
 MD0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0210.See file dsdata.txt to determine how the superseded data were derived.
 MD0210
 MD0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL485450(NAD 83)
 MD0210_MARKER: DB = BENCH MARK DISK
 MD0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0210_SP_SET: BUILDING
 MD0210_STAMPING: B 169 1954
 MD0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0210
 MD0210  HISTORY     - Date     Condition        Report By
 MD0210  HISTORY     - 1954     MONUMENTED       CGS
 MD0210
 MD0210                          STATION DESCRIPTION
 MD0210
 MD0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MD0210'AT OTTAWA.
 MD0210'AT OTTAWA, ABOUT 3 BLOCK EAST ALONG MAIN STREET FROM THE
 MD0210'BALTIMORE AND OHIO RAILROAD TRACKS, AT THE INTERSECTION OF EAST
 MD0210'MAIN STREET AND LOCUST STREET, AT THE POST OFFICE, SET VERTICALLY
 MD0210'IN THE WEST FACE OF THE POST OFFICE BUILDING, 50 FEET EAST OF
 MD0210'EAST CURB OF LOCUST STREET, 36 FEET SOUTH OF SOUTH CURB OF EAST
 MD0210'MAIN STREET, 1.7 FEET SOUTH OF NORTHWEST CORNER OF BUILDING AND
 MD0210'ABOUT 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0646 ***********************************************************************
 MC0646  DESIGNATION -  B 170
 MC0646  PID         -  MC0646
 MC0646  STATE/COUNTY-  OH/HENRY
 MC0646  USGS QUAD   -  DESHLER (1977)
 MC0646
 MC0646                         *CURRENT SURVEY CONTROL
 MC0646  ___________________________________________________________________
 MC0646* NAD 83(1986)-  41 12 24.     (N)    083 54 06.     (W)     SCALED    
 MC0646* NAVD 88     -       217.792  (meters)     714.54   (feet)  ADJUSTED  
 MC0646  ___________________________________________________________________
 MC0646  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC0646  DYNAMIC HT  -         217.692 (meters)     714.21  (feet)  COMP
 MC0646  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 MC0646
 MC0646  VERT ORDER  -  FIRST     CLASS I
 MC0646
 MC0646.The horizontal coordinates were scaled from a topographic map and have
 MC0646.an estimated accuracy of +/- 6 seconds.
 MC0646
 MC0646.The orthometric height was determined by differential leveling
 MC0646.and adjusted by the National Geodetic Survey in June 1991..
 MC0646
 MC0646.The geoid height was determined by GEOID03.
 MC0646
 MC0646.The dynamic height is computed by dividing the NAVD 88
 MC0646.geopotential number by the normal gravity value computed on the
 MC0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0646.degrees latitude (g = 980.6199 gals.).
 MC0646
 MC0646.The modeled gravity was interpolated from observed gravity values.
 MC0646
 MC0646;                    North         East    Units  Estimated Accuracy
 MC0646;SPC OH N     -   171,960.      482,450.      MT  (+/- 180 meters Scaled)
 MC0646
 MC0646                          SUPERSEDED SURVEY CONTROL
 MC0646
 MC0646  NGVD 29 (01/19/93)  217.982  (m)          715.16   (f) ADJUSTED    1 1
 MC0646
 MC0646.Superseded values are not recommended for survey control.
 MC0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0646.See file dsdata.txt to determine how the superseded data were derived.
 MC0646
 MC0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF567657(NAD 83)
 MC0646_MARKER: DB = BENCH MARK DISK
 MC0646_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0646_SP_SET: BUILDING
 MC0646_STAMPING: B 170 1954
 MC0646_MARK LOGO: CGS   
 MC0646_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0646+STABILITY: SURFACE MOTION
 MC0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0646+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1992
 MC0646
 MC0646  HISTORY     - Date     Condition        Report By
 MC0646  HISTORY     - 1954     MONUMENTED       CGS
 MC0646  HISTORY     - 1968     GOOD             NGS
 MC0646  HISTORY     - 1983     GOOD             LOCSUR
 MC0646  HISTORY     - 1988     GOOD             USPSQD
 MC0646  HISTORY     - 19920930 GOOD             NGS
 MC0646
 MC0646                          STATION DESCRIPTION
 MC0646
 MC0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0646'AT DESHLER.
 MC0646'AT DESHLER, NEAR THE EAST CORNER OF THE CROSSING OF THE TWO MAIN
 MC0646'LINE TRACKS OF THE BALTIMORE AND OHIO RAILROAD, SET VERTICALLY
 MC0646'IN THE NORTHEAST FACE OF THE EAST CORNER OF THE CONCRETE FOUNDATION
 MC0646'OF THE TWO-STORIED BRICK BUILDING FOR THE CONTROL TOWER, 54.9
 MC0646'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK LEADING
 MC0646'NORTHEAST, 6.8 FEET NORTHWEST OF THE EAST CORNER OF THE TOWER,
 MC0646'2.2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE
 MC0646'TRACK.  IN SECT. 23, R 8E, T 3N.
 MC0646
 MC0646                          STATION RECOVERY (1983)
 MC0646
 MC0646'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0646'RECOVERED IN GOOD CONDITION.
 MC0646
 MC0646                          STATION RECOVERY (1988)
 MC0646
 MC0646'RECOVERY NOTE BY US POWER SQUADRON 1988 (PAS)
 MC0646'RECOVERED IN GOOD CONDITION.
 MC0646
 MC0646                          STATION RECOVERY (1992)
 MC0646
 MC0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0646'IN DESHLER, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 MC0646'STATE HIGHWAY 18 (MAIN STREET), SET VERTICALLY IN THE NORTHEAST FACE
 MC0646'OF A 2-STORY BRICK BUILDING, 49.6 M (162.7 FT) SOUTH OF THE HIGHWAY
 MC0646'CENTERLINE, 24.0 M (78.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 MC0646'POST OFFICE, 16.8 M (55.1 FT) SOUTHEAST OF THE NEAR RAIL, 2.0 M
 MC0646'(6.6 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING, AND 0.7 M
 MC0646'(2.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0594 ***********************************************************************
 MC0594  DESIGNATION -  B 171
 MC0594  PID         -  MC0594
 MC0594  STATE/COUNTY-  OH/WOOD
 MC0594  USGS QUAD   -  DESHLER (1977)
 MC0594
 MC0594                         *CURRENT SURVEY CONTROL
 MC0594  ___________________________________________________________________
 MC0594* NAD 83(1986)-  41 12 12.     (N)    083 52 54.     (W)     SCALED    
 MC0594* NAVD 88     -       215.439  (meters)     706.82   (feet)  ADJUSTED  
 MC0594  ___________________________________________________________________
 MC0594  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 MC0594  DYNAMIC HT  -         215.339 (meters)     706.49  (feet)  COMP
 MC0594  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 MC0594
 MC0594  VERT ORDER  -  FIRST     CLASS I
 MC0594
 MC0594.The horizontal coordinates were scaled from a topographic map and have
 MC0594.an estimated accuracy of +/- 6 seconds.
 MC0594
 MC0594.The orthometric height was determined by differential leveling
 MC0594.and adjusted by the National Geodetic Survey in June 1991..
 MC0594
 MC0594.The geoid height was determined by GEOID03.
 MC0594
 MC0594.The dynamic height is computed by dividing the NAVD 88
 MC0594.geopotential number by the normal gravity value computed on the
 MC0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0594.degrees latitude (g = 980.6199 gals.).
 MC0594
 MC0594.The modeled gravity was interpolated from observed gravity values.
 MC0594
 MC0594;                    North         East    Units  Estimated Accuracy
 MC0594;SPC OH N     -   171,560.      484,120.      MT  (+/- 180 meters Scaled)
 MC0594
 MC0594                          SUPERSEDED SURVEY CONTROL
 MC0594
 MC0594  NGVD 29 (01/19/93)  215.632  (m)          707.45   (f) ADJUSTED    1 1
 MC0594
 MC0594.Superseded values are not recommended for survey control.
 MC0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0594.See file dsdata.txt to determine how the superseded data were derived.
 MC0594
 MC0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF583653(NAD 83)
 MC0594_MARKER: DB = BENCH MARK DISK
 MC0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0594_SP_SET: CONCRETE POST
 MC0594_STAMPING: B 171 1954
 MC0594_MARK LOGO: CGS   
 MC0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0594+STABILITY: SURFACE MOTION
 MC0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0594+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0594
 MC0594  HISTORY     - Date     Condition        Report By
 MC0594  HISTORY     - 1954     MONUMENTED       CGS
 MC0594  HISTORY     - 1968     GOOD             NGS
 MC0594  HISTORY     - 1983     GOOD             LOCSUR
 MC0594  HISTORY     - 1984     GOOD             USPSQD
 MC0594  HISTORY     - 19921022 GOOD             NGS
 MC0594
 MC0594                          STATION DESCRIPTION
 MC0594
 MC0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0594'1.1 MI E FROM DESHLER.
 MC0594'ABOUT 1.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0594'THE STATION AT DESHLER, NEAR THE HENRY -WOOD COUNTY LINE, 68
 MC0594'FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE HENRY WOOD
 MC0594'COUNTY ROAD NO. 1 AND THE EASTBOUND TRACK, 46 1/2 FEET EAST OF
 MC0594'THE CENTER LINE OF THE ROAD, 5 1/2 FEET WEST OF MILEPOST 61-21,
 MC0594'38.3 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 1.2
 MC0594'FEET WEST OF A METAL WITNESS POST, 8 FEET BELOW THE LEVEL OF
 MC0594'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 MC0594'INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 19, T3N, R9E.
 MC0594
 MC0594                          STATION RECOVERY (1983)
 MC0594
 MC0594'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0594'RECOVERED IN GOOD CONDITION.
 MC0594
 MC0594                          STATION RECOVERY (1984)
 MC0594
 MC0594'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0594'RECOVERED IN GOOD CONDITION.
 MC0594
 MC0594                          STATION RECOVERY (1992)
 MC0594
 MC0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0594'1.7 KM (1.05 MI) EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0594'POST OFFICE IN DESHLER, 13.9 M (45.6 FT) EAST OF THE CENTER OF COUNTY
 MC0594'ROAD 1, 11.8 M (38.7 FT) SOUTHEAST OF THE NEAR RAIL, 1.7 M (5.6 FT)
 MC0594'WEST OF A UTILITY POLE WITH 4 GUY CABLES, 1.5 M (4.9 FT) BELOW THE
 MC0594'LEVEL OF THE TRACK, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE
 MC0594'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0494 ***********************************************************************
 MC0494  DESIGNATION -  B 172
 MC0494  PID         -  MC0494
 MC0494  STATE/COUNTY-  OH/HANCOCK
 MC0494  USGS QUAD   -  FOSTORIA (1972)
 MC0494
 MC0494                         *CURRENT SURVEY CONTROL
 MC0494  ___________________________________________________________________
 MC0494* NAD 83(1986)-  41 09 41.     (N)    083 28 59.     (W)     SCALED    
 MC0494* NAVD 88     -       235.335  (meters)     772.09   (feet)  ADJUSTED  
 MC0494  ___________________________________________________________________
 MC0494  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC0494  DYNAMIC HT  -         235.230 (meters)     771.75  (feet)  COMP
 MC0494  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 MC0494
 MC0494  VERT ORDER  -  FIRST     CLASS I
 MC0494
 MC0494.The horizontal coordinates were scaled from a topographic map and have
 MC0494.an estimated accuracy of +/- 6 seconds.
 MC0494
 MC0494.The orthometric height was determined by differential leveling
 MC0494.and adjusted by the National Geodetic Survey in June 1991..
 MC0494
 MC0494.The geoid height was determined by GEOID03.
 MC0494
 MC0494.The dynamic height is computed by dividing the NAVD 88
 MC0494.geopotential number by the normal gravity value computed on the
 MC0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0494.degrees latitude (g = 980.6199 gals.).
 MC0494
 MC0494.The modeled gravity was interpolated from observed gravity values.
 MC0494
 MC0494;                    North         East    Units  Estimated Accuracy
 MC0494;SPC OH N     -   166,450.      517,500.      MT  (+/- 180 meters Scaled)
 MC0494
 MC0494                          SUPERSEDED SURVEY CONTROL
 MC0494
 MC0494  NGVD 29 (01/19/93)  235.528  (m)          772.73   (f) ADJUSTED    1 1
 MC0494
 MC0494.Superseded values are not recommended for survey control.
 MC0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0494.See file dsdata.txt to determine how the superseded data were derived.
 MC0494
 MC0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF916596(NAD 83)
 MC0494_MARKER: DB = BENCH MARK DISK
 MC0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0494_SP_SET: CONCRETE POST
 MC0494_STAMPING: B 172 1954
 MC0494_MARK LOGO: CGS   
 MC0494_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0494+STABILITY: SURFACE MOTION
 MC0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0494+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0494
 MC0494  HISTORY     - Date     Condition        Report By
 MC0494  HISTORY     - 1954     MONUMENTED       CGS
 MC0494  HISTORY     - 1968     GOOD             NGS
 MC0494  HISTORY     - 19921022 GOOD             NGS
 MC0494
 MC0494                          STATION DESCRIPTION
 MC0494
 MC0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0494'3.6 MI W FROM FOSTORIA.
 MC0494'ABOUT 3.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0494'THE STATION AT FOSTORIA, SENECA COUNTY, ABOUT 3.8 MILES EAST
 MC0494'OF THE CROSSING OF STATE HIGHWAY 18 AT BLOOMDALE, ABOUT 0.2
 MC0494'MILE EAST OF THE CROSSING OF STATE HIGHWAYS 18 AND 113, 46
 MC0494'FEET SOUTHEAST OF MILEPOLE NO. 40-18, 44 1/2 FEET NORTHWEST OF
 MC0494'THE CENTER OF A PRIVATE DRIVE CROSSING THE EASTBOUND TRACK, 37.5
 MC0494'FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 18 FEET
 MC0494'WEST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A RIGHT-OF-WAY
 MC0494'FENCE, 1 1/2 FEET WEST OF A WOODEN WITNESS POST, ABOUT 4 FEET
 MC0494'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 MC0494'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 MC0494
 MC0494                          STATION RECOVERY (1992)
 MC0494
 MC0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0494'5.8 KM (3.60 MI)  WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0494'JUNCTION OF U.S. HIGHWAY 23 IN FOSTORIA, 0.4 KM (0.25 MI)  EAST OF
 MC0494'THE INTERSECTION OF STATE HIGHWAY 613, 14.1 M (46.3 FT)  SOUTHEAST OF
 MC0494'UTILITY POLE NUMBER 40-18, 11.3 M (37.1 FT)  SOUTH OF THE NEAR RAIL,
 MC0494'1.2 M (3.9 FT)  BELOW THE LEVEL OF THE TRACK, 0.2 M (0.7 FT)  NORTH
 MC0494'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)  ABOVE
 MC0494'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0459 ***********************************************************************
 MC0459  DESIGNATION -  B 173
 MC0459  PID         -  MC0459
 MC0459  STATE/COUNTY-  OH/SENECA
 MC0459  USGS QUAD   -  TIFFIN SOUTH (1977)
 MC0459
 MC0459                         *CURRENT SURVEY CONTROL
 MC0459  ___________________________________________________________________
 MC0459* NAD 83(1986)-  41 07 13.     (N)    083 11 17.     (W)     SCALED    
 MC0459* NAVD 88     -       232.833  (meters)     763.89   (feet)  ADJUSTED  
 MC0459  ___________________________________________________________________
 MC0459  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 MC0459  DYNAMIC HT  -         232.732 (meters)     763.55  (feet)  COMP
 MC0459  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 MC0459
 MC0459  VERT ORDER  -  FIRST     CLASS I
 MC0459
 MC0459.The horizontal coordinates were scaled from a topographic map and have
 MC0459.an estimated accuracy of +/- 6 seconds.
 MC0459
 MC0459.The orthometric height was determined by differential leveling
 MC0459.and adjusted by the National Geodetic Survey in June 1991..
 MC0459
 MC0459.The geoid height was determined by GEOID03.
 MC0459
 MC0459.The dynamic height is computed by dividing the NAVD 88
 MC0459.geopotential number by the normal gravity value computed on the
 MC0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0459.degrees latitude (g = 980.6199 gals.).
 MC0459
 MC0459.The modeled gravity was interpolated from observed gravity values.
 MC0459
 MC0459;                    North         East    Units  Estimated Accuracy
 MC0459;SPC OH N     -   161,650.      542,220.      MT  (+/- 180 meters Scaled)
 MC0459
 MC0459                          SUPERSEDED SURVEY CONTROL
 MC0459
 MC0459  NGVD 29 (01/19/93)  233.012  (m)          764.47   (f) ADJUSTED    1 1
 MC0459
 MC0459.Superseded values are not recommended for survey control.
 MC0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0459.See file dsdata.txt to determine how the superseded data were derived.
 MC0459
 MC0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF163544(NAD 83)
 MC0459_MARKER: DB = BENCH MARK DISK
 MC0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0459_SP_SET: BUILDING
 MC0459_STAMPING: B 173 1954
 MC0459_MARK LOGO: CGS   
 MC0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0459+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0459
 MC0459  HISTORY     - Date     Condition        Report By
 MC0459  HISTORY     - 1954     MONUMENTED       CGS
 MC0459  HISTORY     - 1968     GOOD             NGS
 MC0459  HISTORY     - 19921023 GOOD             NGS
 MC0459
 MC0459                          STATION DESCRIPTION
 MC0459
 MC0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0459'AT TIFFIN.
 MC0459'AT TIFFIN, ABOUT 0.4 MILE WEST ALONG THE BALTIMORE AND OHIO
 MC0459'RAILROAD FROM THE STATION, NEAR THE CROSSING OF WALL STREET,
 MC0459'SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST CORNER OF THE
 MC0459'CONCRETE FOUNDATION OF HANSON MANUFACTURING COMPANY TWO-STORIED
 MC0459'RED BRICK BUILDING, 31.4 FEET SOUTH OF THE SOUTH RAIL OF THE
 MC0459'EASTBOUND MAIN TRACK, 1.5 FEET WEST OF THE NORTHEAST CORNER OF
 MC0459'THE BUILDING, 1.1 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT
 MC0459'4 FEET ABOVE THE LEVEL OF THE TRACK.
 MC0459
 MC0459                          STATION RECOVERY (1992)
 MC0459
 MC0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0459'IN TIFFIN, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 MC0459'WALL STREET, SET VERTICALLY IN THE NORTH FACE OF THE HANSON
 MC0459'MANUFACTURING COMPANY, 9.4 M (30.8 FT) SOUTH OF THE NEAR RAIL, 7.8 M
 MC0459'(25.6 FT) WEST OF THE STREET CENTERLINE, 0.5 M (1.6 FT) WEST OF THE
 MC0459'NORTHEAST CORNER OF THE BUILDING, AND 0.3 M (1.0 FT) ABOVE THE GROUND
 MC0459'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0112 ***********************************************************************
 MC0112  DESIGNATION -  B 175
 MC0112  PID         -  MC0112
 MC0112  STATE/COUNTY-  OH/HURON
 MC0112  USGS QUAD   -  NEW LONDON (1977)
 MC0112
 MC0112                         *CURRENT SURVEY CONTROL
 MC0112  ___________________________________________________________________
 MC0112* NAD 83(1986)-  41 02 16.     (N)    082 29 11.     (W)     SCALED    
 MC0112* NAVD 88     -       317.791  (meters)    1042.62   (feet)  ADJUSTED  
 MC0112  ___________________________________________________________________
 MC0112  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 MC0112  DYNAMIC HT  -         317.646 (meters)    1042.14  (feet)  COMP
 MC0112  MODELED GRAV-     980,157.5   (mgal)                       NAVD 88
 MC0112
 MC0112  VERT ORDER  -  FIRST     CLASS I
 MC0112
 MC0112.The horizontal coordinates were scaled from a topographic map and have
 MC0112.an estimated accuracy of +/- 6 seconds.
 MC0112
 MC0112.The orthometric height was determined by differential leveling
 MC0112.and adjusted by the National Geodetic Survey in June 1991..
 MC0112
 MC0112.The geoid height was determined by GEOID03.
 MC0112
 MC0112.The dynamic height is computed by dividing the NAVD 88
 MC0112.geopotential number by the normal gravity value computed on the
 MC0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0112.degrees latitude (g = 980.6199 gals.).
 MC0112
 MC0112.The modeled gravity was interpolated from observed gravity values.
 MC0112
 MC0112;                    North         East    Units  Estimated Accuracy
 MC0112;SPC OH N     -   152,260.      601,140.      MT  (+/- 180 meters Scaled)
 MC0112
 MC0112                          SUPERSEDED SURVEY CONTROL
 MC0112
 MC0112  NGVD 29 (??/??/92)  317.956  (m)         1043.16   (f) ADJ UNCH    1 1
 MC0112
 MC0112.Superseded values are not recommended for survey control.
 MC0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0112.See file dsdata.txt to determine how the superseded data were derived.
 MC0112
 MC0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF750440(NAD 83)
 MC0112_MARKER: DB = BENCH MARK DISK
 MC0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0112_STAMPING: B 175 1954
 MC0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0112+STABILITY: SURFACE MOTION
 MC0112
 MC0112  HISTORY     - Date     Condition        Report By
 MC0112  HISTORY     - 1954     MONUMENTED       CGS
 MC0112  HISTORY     - 1967     GOOD             NGS
 MC0112  HISTORY     - 1987     GOOD             OHDT
 MC0112  HISTORY     - 1989     GOOD             USPSQD
 MC0112
 MC0112                          STATION DESCRIPTION
 MC0112
 MC0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0112'1.5 MI NE FROM GREENWICH.
 MC0112'ABOUT 1.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0112'FROM THE OVERPASS OVER TOWNSEND STREET, 169 1/2 FEET SOUTHWEST
 MC0112'OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 13, NEAR MILEPOLE
 MC0112'191-10, 135 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 62.8
 MC0112'FEET SOUTH OF AND ACROSS A SIDE TRACK FROM THE SOUTH RAIL OF THE
 MC0112'EASTBOUND TRACK, 65 FEET WEST OF A POWER LINE POLE, 1 1/2 FEET
 MC0112'NORTH OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT EAST OF A METAL
 MC0112'WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 MC0112'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE LEVEL OF THE
 MC0112'GROUND.
 MC0112
 MC0112                          STATION RECOVERY (1987)
 MC0112
 MC0112'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0112'RECOVERED IN GOOD CONDITION.
 MC0112
 MC0112                          STATION RECOVERY (1989)
 MC0112
 MC0112'RECOVERY NOTE BY US POWER SQUADRON 1989 (RN)
 MC0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0159 ***********************************************************************
 MC0159  DESIGNATION -  B 176
 MC0159  PID         -  MC0159
 MC0159  STATE/COUNTY-  OH/HURON
 MC0159  USGS QUAD   -  CENTERTON (1977)
 MC0159
 MC0159                         *CURRENT SURVEY CONTROL
 MC0159  ___________________________________________________________________
 MC0159* NAD 83(1986)-  41 05 31.     (N)    082 45 30.     (W)     SCALED    
 MC0159* NAVD 88     -       263.222  (meters)     863.59   (feet)  ADJUSTED  
 MC0159  ___________________________________________________________________
 MC0159  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 MC0159  DYNAMIC HT  -         263.102 (meters)     863.19  (feet)  COMP
 MC0159  MODELED GRAV-     980,160.4   (mgal)                       NAVD 88
 MC0159
 MC0159  VERT ORDER  -  FIRST     CLASS II
 MC0159
 MC0159.The horizontal coordinates were scaled from a topographic map and have
 MC0159.an estimated accuracy of +/- 6 seconds.
 MC0159
 MC0159.The orthometric height was determined by differential leveling
 MC0159.and adjusted by the National Geodetic Survey in June 1991..
 MC0159
 MC0159.The geoid height was determined by GEOID03.
 MC0159
 MC0159.The dynamic height is computed by dividing the NAVD 88
 MC0159.geopotential number by the normal gravity value computed on the
 MC0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0159.degrees latitude (g = 980.6199 gals.).
 MC0159
 MC0159.The modeled gravity was interpolated from observed gravity values.
 MC0159
 MC0159;                    North         East    Units  Estimated Accuracy
 MC0159;SPC OH N     -   158,300.      578,300.      MT  (+/- 180 meters Scaled)
 MC0159
 MC0159                          SUPERSEDED SURVEY CONTROL
 MC0159
 MC0159  NGVD 29 (??/??/92)  263.384  (m)          864.12   (f) ADJ UNCH    1 2
 MC0159
 MC0159.Superseded values are not recommended for survey control.
 MC0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0159.See file dsdata.txt to determine how the superseded data were derived.
 MC0159
 MC0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF523504(NAD 83)
 MC0159_MARKER: DB = BENCH MARK DISK
 MC0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0159_SP_SET: CULVERT
 MC0159_STAMPING: B 176 1954
 MC0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0159
 MC0159  HISTORY     - Date     Condition        Report By
 MC0159  HISTORY     - 1954     MONUMENTED       CGS
 MC0159  HISTORY     - 1970     GOOD             OHHD
 MC0159  HISTORY     - 1987     GOOD             OHDT
 MC0159
 MC0159                          STATION DESCRIPTION
 MC0159
 MC0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MC0159'2.8 MI NW FROM WILLARD.
 MC0159'2.75 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0159'THE STATION AT WILLARD, ABOUT 0.7 MILE NORTH OF THE CROSSING
 MC0159'OF EGYPT ROAD, ABOUT 1.0 MILE SOUTH OF THE CROSSING OF STATE
 MC0159'HIGHWAY 162, IN THE TOP OF THE SOUTH END OF THE WEST STONE
 MC0159'HEAD WALL OF A 12-FOOT STONE ARCHED CULVERT UNDER THE TRACK, 26
 MC0159'FEET WEST OF WEST RAIL AND ABOUT 11 FEET BELOW LEVEL OF TRACK.
 MC0159
 MC0159                          STATION RECOVERY (1970)
 MC0159
 MC0159'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970
 MC0159'RECOVERED IN GOOD CONDITION.
 MC0159
 MC0159                          STATION RECOVERY (1987)
 MC0159
 MC0159'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JC)
 MC0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1730 ***********************************************************************
 KY1730  DESIGNATION -  B 177
 KY1730  PID         -  KY1730
 KY1730  STATE/COUNTY-  OH/WAYNE
 KY1730  USGS QUAD   -  CRESTON (1994)
 KY1730
 KY1730                         *CURRENT SURVEY CONTROL
 KY1730  ___________________________________________________________________
 KY1730* NAD 83(1986)-  40 58 50.     (N)    081 52 49.     (W)     SCALED    
 KY1730* NAVD 88     -       297.984  (meters)     977.64   (feet)  ADJUSTED  
 KY1730  ___________________________________________________________________
 KY1730  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KY1730  DYNAMIC HT  -         297.852 (meters)     977.20  (feet)  COMP
 KY1730  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 KY1730
 KY1730  VERT ORDER  -  FIRST     CLASS I
 KY1730
 KY1730.The horizontal coordinates were scaled from a topographic map and have
 KY1730.an estimated accuracy of +/- 6 seconds.
 KY1730
 KY1730.The orthometric height was determined by differential leveling
 KY1730.and adjusted by the National Geodetic Survey in June 1991..
 KY1730
 KY1730.The geoid height was determined by GEOID03.
 KY1730
 KY1730.The dynamic height is computed by dividing the NAVD 88
 KY1730.geopotential number by the normal gravity value computed on the
 KY1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1730.degrees latitude (g = 980.6199 gals.).
 KY1730
 KY1730.The modeled gravity was interpolated from observed gravity values.
 KY1730
 KY1730;                    North         East    Units  Estimated Accuracy
 KY1730;SPC OH N     -   146,090.      652,150.      MT  (+/- 180 meters Scaled)
 KY1730
 KY1730                          SUPERSEDED SURVEY CONTROL
 KY1730
 KY1730  NGVD 29 (??/??/92)  298.194  (m)          978.32   (f) ADJ UNCH    1 1
 KY1730
 KY1730.Superseded values are not recommended for survey control.
 KY1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1730.See file dsdata.txt to determine how the superseded data were derived.
 KY1730
 KY1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF259369(NAD 83)
 KY1730_MARKER: DB = BENCH MARK DISK
 KY1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1730_STAMPING: B 177 1954
 KY1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1730+STABILITY: SURFACE MOTION
 KY1730
 KY1730  HISTORY     - Date     Condition        Report By
 KY1730  HISTORY     - 1954     MONUMENTED       CGS
 KY1730  HISTORY     - 1967     GOOD             NGS
 KY1730  HISTORY     - 1971     GOOD             OHDT
 KY1730  HISTORY     - 1987     GOOD             OHDT
 KY1730
 KY1730                          STATION DESCRIPTION
 KY1730
 KY1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1730'0.8 MI SE FROM CRESTON.
 KY1730'ABOUT 0.8 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1730'FROM THE CROSSING OF STATE HIGHWAY 3 AT CRESTON, ABOUT 1.5 MILES
 KY1730'NORTHWEST OF THE CROSSING OF COUNTY ROAD NO. 60 AT STERLING, IN
 KY1730'SECTION 1, R 13 W, T 18 N, NEAR MILEAGE POLE 157-17, 78 FEET
 KY1730'NORTHWEST OF THE CENTER OF THE CROSSING OF COUNTY ROAD NO. 56
 KY1730'AND THE WESTBOUND TRACK, 58 FEET NORTHEAST OF THE NORTHEAST RAIL
 KY1730'OF THE WESTBOUND TRACK, 20 1/2 FEET WEST OF THE CENTER LINE OF
 KY1730'THE COUNTY ROAD, 4 1/2 FEET NORTHEAST OF POWER LINE POLE NO.
 KY1730'70CJ 20, 1 1/2 FEET EAST OF A FENCE LINE, 1.2 FEET SOUTH OF A
 KY1730'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, 7 FEET BELOW THE
 KY1730'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 KY1730'PROJECTING 0.3 FOOT ABOVE THE LEVEL OF THE GROUND.
 KY1730
 KY1730                          STATION RECOVERY (1971)
 KY1730
 KY1730'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1730'RECOVERED IN GOOD CONDITION.
 KY1730
 KY1730                          STATION RECOVERY (1987)
 KY1730
 KY1730'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1646 ***********************************************************************
 KY1646  DESIGNATION -  B 178
 KY1646  PID         -  KY1646
 KY1646  STATE/COUNTY-  OH/STARK
 KY1646  USGS QUAD   -  CANAL FULTON (1994)
 KY1646
 KY1646                         *CURRENT SURVEY CONTROL
 KY1646  ___________________________________________________________________
 KY1646* NAD 83(1986)-  40 53 58.     (N)    081 36 43.     (W)     SCALED    
 KY1646* NAVD 88     -       290.385  (meters)     952.70   (feet)  ADJUSTED  
 KY1646  ___________________________________________________________________
 KY1646  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1646  DYNAMIC HT  -         290.255 (meters)     952.28  (feet)  COMP
 KY1646  MODELED GRAV-     980,170.9   (mgal)                       NAVD 88
 KY1646
 KY1646  VERT ORDER  -  FIRST     CLASS I
 KY1646
 KY1646.The horizontal coordinates were scaled from a topographic map and have
 KY1646.an estimated accuracy of +/- 6 seconds.
 KY1646
 KY1646.The orthometric height was determined by differential leveling
 KY1646.and adjusted by the National Geodetic Survey in June 1991..
 KY1646
 KY1646.The geoid height was determined by GEOID03.
 KY1646
 KY1646.The dynamic height is computed by dividing the NAVD 88
 KY1646.geopotential number by the normal gravity value computed on the
 KY1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1646.degrees latitude (g = 980.6199 gals.).
 KY1646
 KY1646.The modeled gravity was interpolated from observed gravity values.
 KY1646
 KY1646;                    North         East    Units  Estimated Accuracy
 KY1646;SPC OH N     -   137,280.      674,830.      MT  (+/- 180 meters Scaled)
 KY1646
 KY1646                          SUPERSEDED SURVEY CONTROL
 KY1646
 KY1646  NGVD 29 (??/??/92)  290.583  (m)          953.35   (f) ADJ UNCH    1 1
 KY1646
 KY1646.Superseded values are not recommended for survey control.
 KY1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1646.See file dsdata.txt to determine how the superseded data were derived.
 KY1646
 KY1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF484277(NAD 83)
 KY1646_MARKER: DB = BENCH MARK DISK
 KY1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1646_STAMPING: B 178 1954
 KY1646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1646+STABILITY: SURFACE MOTION
 KY1646
 KY1646  HISTORY     - Date     Condition        Report By
 KY1646  HISTORY     - 1954     MONUMENTED       CGS
 KY1646  HISTORY     - 1967     GOOD             NGS
 KY1646  HISTORY     - 19900101 GOOD             OHDT
 KY1646  HISTORY     - 20031024 GOOD             USPSQD
 KY1646
 KY1646                          STATION DESCRIPTION
 KY1646
 KY1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1646'1 MI NW FROM CANAL FULTON.
 KY1646'ABOUT 1.0 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1646'FROM THE CROSSING OF STATE HIGHWAY 93, IN SECTION 4, R 10 W,
 KY1646'T 1 N, 49 1/2 FEET SOUTH OF AND ACROSS THE SOUTHWEST ONE OF
 KY1646'TWO TRACKS FROM MILEPOLE 105-40, 17.9 FEET SOUTHWEST OF THE
 KY1646'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 22 FEET NORTHEAST OF THE
 KY1646'CENTER LINE OF WARWICK ROAD, 1.2 FEET NORTHWEST OF A METAL
 KY1646'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE TRACK AND SET
 KY1646'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 KY1646'LEVEL OF THE GROUND.
 KY1646
 KY1646                          STATION RECOVERY (1990)
 KY1646
 KY1646'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (PT)
 KY1646'RECOVERED IN GOOD CONDITION.
 KY1646
 KY1646                          STATION RECOVERY (2003)
 KY1646
 KY1646'RECOVERY NOTE BY US POWER SQUADRON 2003
 KY1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1297 ***********************************************************************
 MB1297  DESIGNATION -  B 179
 MB1297  PID         -  MB1297
 MB1297  STATE/COUNTY-  OH/SUMMIT
 MB1297  USGS QUAD   -  AKRON WEST (1994)
 MB1297
 MB1297                         *CURRENT SURVEY CONTROL
 MB1297  ___________________________________________________________________
 MB1297* NAD 83(1986)-  41 02 13.     (N)    081 34 22.     (W)     SCALED    
 MB1297* NAVD 88     -       298.642  (meters)     979.79   (feet)  ADJUSTED  
 MB1297  ___________________________________________________________________
 MB1297  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MB1297  DYNAMIC HT  -         298.509 (meters)     979.36  (feet)  COMP
 MB1297  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 MB1297
 MB1297  VERT ORDER  -  FIRST     CLASS II
 MB1297
 MB1297.The horizontal coordinates were scaled from a topographic map and have
 MB1297.an estimated accuracy of +/- 6 seconds.
 MB1297
 MB1297.The orthometric height was determined by differential leveling
 MB1297.and adjusted by the National Geodetic Survey in June 1991..
 MB1297
 MB1297.The geoid height was determined by GEOID03.
 MB1297
 MB1297.The dynamic height is computed by dividing the NAVD 88
 MB1297.geopotential number by the normal gravity value computed on the
 MB1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1297.degrees latitude (g = 980.6199 gals.).
 MB1297
 MB1297.The modeled gravity was interpolated from observed gravity values.
 MB1297
 MB1297;                    North         East    Units  Estimated Accuracy
 MB1297;SPC OH N     -   152,580.      677,960.      MT  (+/- 180 meters Scaled)
 MB1297
 MB1297                          SUPERSEDED SURVEY CONTROL
 MB1297
 MB1297  NGVD 29 (??/??/92)  298.839  (m)          980.44   (f) ADJ UNCH    1 2
 MB1297
 MB1297.Superseded values are not recommended for survey control.
 MB1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1297.See file dsdata.txt to determine how the superseded data were derived.
 MB1297
 MB1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF518430(NAD 83)
 MB1297_MARKER: DB = BENCH MARK DISK
 MB1297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1297_SP_SET: BUILDING
 MB1297_STAMPING: B 179 1954
 MB1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1297
 MB1297  HISTORY     - Date     Condition        Report By
 MB1297  HISTORY     - 1954     MONUMENTED       CGS
 MB1297  HISTORY     - 1963     GOOD             NGS
 MB1297
 MB1297                          STATION DESCRIPTION
 MB1297
 MB1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MB1297'2.4 MI NE FROM BARBERTON.
 MB1297'ABOUT 2.45 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB1297'FROM THE STATION AT BARBERTON, AT AKRON, ABOUT 4.5 MILES
 MB1297'SOUTHWEST OF THE UNION STATION, ABOUT 0.1 MILE EAST-NORTHEAST AND
 MB1297'ACROSS TRACKS FROM MILE POST 18, SET VERTICALLY IN THE SOUTH
 MB1297'BRICK FACE OF GALATS PACKING COMPANY BUILDING, 35 1/2 FEET NORTH
 MB1297'OF NORTH RAIL OF MAIN NORTH TRACK, 434 FEET WEST OF WEST SIDE OF
 MB1297'THE TWENTY-SEVENTH STREET OVERPASS OVER THE TRACKS, 0.7 FOOT WEST
 MB1297'OF SOUTHEAST CORNER OF BUILDING, ABOUT LEVEL WITH TRACKS AND
 MB1297'ABOUT 3 1/2 FEET ABOVE GROUND.
 MB1297
 MB1297                          STATION RECOVERY (1963)
 MB1297
 MB1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MB1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0083 ***********************************************************************
 MD0083  DESIGNATION -  B 18
 MD0083  PID         -  MD0083
 MD0083  STATE/COUNTY-  OH/FULTON
 MD0083  USGS QUAD   -  DELTA (1977)
 MD0083
 MD0083                         *CURRENT SURVEY CONTROL
 MD0083  ___________________________________________________________________
 MD0083* NAD 83(1986)-  41 33 21.     (N)    084 05 33.     (W)     SCALED    
 MD0083* NAVD 88     -       230.052  (meters)     754.76   (feet)  ADJUSTED  
 MD0083  ___________________________________________________________________
 MD0083  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 MD0083  DYNAMIC HT  -         229.958 (meters)     754.45  (feet)  COMP
 MD0083  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 MD0083
 MD0083  VERT ORDER  -  SECOND    CLASS 0
 MD0083
 MD0083.The horizontal coordinates were scaled from a topographic map and have
 MD0083.an estimated accuracy of +/- 6 seconds.
 MD0083
 MD0083.The orthometric height was determined by differential leveling
 MD0083.and adjusted by the National Geodetic Survey in June 1991..
 MD0083
 MD0083.The geoid height was determined by GEOID03.
 MD0083
 MD0083.The dynamic height is computed by dividing the NAVD 88
 MD0083.geopotential number by the normal gravity value computed on the
 MD0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0083.degrees latitude (g = 980.6199 gals.).
 MD0083
 MD0083.The modeled gravity was interpolated from observed gravity values.
 MD0083
 MD0083;                    North         East    Units  Estimated Accuracy
 MD0083;SPC OH N     -   211,000.      467,160.      MT  (+/- 180 meters Scaled)
 MD0083
 MD0083                          SUPERSEDED SURVEY CONTROL
 MD0083
 MD0083  NGVD 29 (??/??/92)  230.234  (m)          755.36   (f) ADJ UNCH    2 0
 MD0083
 MD0083.Superseded values are not recommended for survey control.
 MD0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0083.See file dsdata.txt to determine how the superseded data were derived.
 MD0083
 MD0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM424045(NAD 83)
 MD0083_MARKER: DB = BENCH MARK DISK
 MD0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0083_SP_SET: SIGNAL BASE
 MD0083_STAMPING: B 18 1934
 MD0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0083
 MD0083  HISTORY     - Date     Condition        Report By
 MD0083  HISTORY     - 1934     MONUMENTED       CGS
 MD0083  HISTORY     - 1959     GOOD             USGS
 MD0083
 MD0083                          STATION DESCRIPTION
 MD0083
 MD0083'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MD0083'2.7 MI E FROM WAUSEON.
 MD0083'2.7 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0083'STATION AT WAUSEON, FULTON COUNTY, AT THE CROSSING OF THE WABASH
 MD0083'RAILROAD, 156 YARDS EAST OF THE NORTHEAST CORNER OF A SWITCHING
 MD0083'TOWER, 19 YARDS WEST OF SEMAPHORE B5R/20, IN THE TOP OF THE
 MD0083'SOUTHWEST CORNER OF A CONCRETE SIGNAL PIPE BASE, 9 FEET NORTH
 MD0083'OF THE NORTH RAIL, AND ABOUT 8 INCHES BELOW THE TOP OF THE RAIL.
 MD0083'A STANDARD DISK, STAMPED B 18 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1406 ***********************************************************************
 KY1406  DESIGNATION -  B 180
 KY1406  PID         -  KY1406
 KY1406  STATE/COUNTY-  OH/TUSCARAWAS
 KY1406  USGS QUAD   -  GNADENHUTTEN (1994)
 KY1406
 KY1406                         *CURRENT SURVEY CONTROL
 KY1406  ___________________________________________________________________
 KY1406* NAD 83(1986)-  40 21 48.     (N)    081 26 22.     (W)     SCALED    
 KY1406* NAVD 88     -       255.957  (meters)     839.75   (feet)  ADJUSTED  
 KY1406  ___________________________________________________________________
 KY1406  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KY1406  DYNAMIC HT  -         255.827 (meters)     839.33  (feet)  COMP
 KY1406  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 KY1406
 KY1406  VERT ORDER  -  FIRST     CLASS II
 KY1406
 KY1406.The horizontal coordinates were scaled from a topographic map and have
 KY1406.an estimated accuracy of +/- 6 seconds.
 KY1406
 KY1406.The orthometric height was determined by differential leveling
 KY1406.and adjusted by the National Geodetic Survey in June 1991..
 KY1406
 KY1406.The geoid height was determined by GEOID03.
 KY1406
 KY1406.The dynamic height is computed by dividing the NAVD 88
 KY1406.geopotential number by the normal gravity value computed on the
 KY1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1406.degrees latitude (g = 980.6199 gals.).
 KY1406
 KY1406.The modeled gravity was interpolated from observed gravity values.
 KY1406
 KY1406;                    North         East    Units  Estimated Accuracy
 KY1406;SPC OH N     -    77,910.      690,080.      MT  (+/- 180 meters Scaled)
 KY1406
 KY1406                          SUPERSEDED SURVEY CONTROL
 KY1406
 KY1406  NGVD 29 (??/??/92)  256.164  (m)          840.43   (f) ADJ UNCH    1 2
 KY1406
 KY1406.Superseded values are not recommended for survey control.
 KY1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1406.See file dsdata.txt to determine how the superseded data were derived.
 KY1406
 KY1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME626681(NAD 83)
 KY1406_MARKER: DB = BENCH MARK DISK
 KY1406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1406_SP_SET: PIER
 KY1406_STAMPING: B 180 1954
 KY1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1406
 KY1406  HISTORY     - Date     Condition        Report By
 KY1406  HISTORY     - 1954     MONUMENTED       CGS
 KY1406
 KY1406                          STATION DESCRIPTION
 KY1406
 KY1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1406'AT GNADENHUTTEN.
 KY1406'AT GNADENHUTTEN, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 94
 KY1406'YARDS NORTHEAST OF MILE POST 97, SET VERTICALLY IN THE SOUTHEAST
 KY1406'FACEOF THE FIRST CONCRETE PIER NORTHWEST OF THE TRACKS OF
 KY1406'OVERPASS OF WALNUT STREET OVER THE TRACKS AND U.S. HIGHWAY 36,
 KY1406'11 1/2 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK,
 KY1406'101 1/2 FEET WEST AND ACROSS TRACKS FROM THE WEST CORNER OF THE
 KY1406'RAILROAD STATION, 4 FEET SOUTHWEST OF NORTHEAST END OF PIER,
 KY1406'2.8 FEET ABOVE GROUND AND ABOUT 1 FOOT ABOVE LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0547 ***********************************************************************
 MC0547  DESIGNATION -  B 181
 MC0547  PID         -  MC0547
 MC0547  STATE/COUNTY-  OH/WOOD
 MC0547  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 MC0547
 MC0547                         *CURRENT SURVEY CONTROL
 MC0547  ___________________________________________________________________
 MC0547* NAD 83(1986)-  41 28 27.     (N)    083 41 51.     (W)     SCALED    
 MC0547* NAVD 88     -       202.063  (meters)     662.93   (feet)  ADJUSTED  
 MC0547  ___________________________________________________________________
 MC0547  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC0547  DYNAMIC HT  -         201.981 (meters)     662.67  (feet)  COMP
 MC0547  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 MC0547
 MC0547  VERT ORDER  -  FIRST     CLASS I
 MC0547
 MC0547.The horizontal coordinates were scaled from a topographic map and have
 MC0547.an estimated accuracy of +/- 6 seconds.
 MC0547
 MC0547.The orthometric height was determined by differential leveling
 MC0547.and adjusted by the National Geodetic Survey in June 1991..
 MC0547
 MC0547.The geoid height was determined by GEOID03.
 MC0547
 MC0547.The dynamic height is computed by dividing the NAVD 88
 MC0547.geopotential number by the normal gravity value computed on the
 MC0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0547.degrees latitude (g = 980.6199 gals.).
 MC0547
 MC0547.The modeled gravity was interpolated from observed gravity values.
 MC0547
 MC0547;                    North         East    Units  Estimated Accuracy
 MC0547;SPC OH N     -   201,410.      499,980.      MT  (+/- 180 meters Scaled)
 MC0547
 MC0547                          SUPERSEDED SURVEY CONTROL
 MC0547
 MC0547  NGVD 29 (??/??/92)  202.257  (m)          663.57   (f) ADJ UNCH    1 1
 MC0547
 MC0547.Superseded values are not recommended for survey control.
 MC0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0547.See file dsdata.txt to determine how the superseded data were derived.
 MC0547
 MC0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF747949(NAD 83)
 MC0547_MARKER: DB = BENCH MARK DISK
 MC0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0547_SP_SET: CONCRETE POST
 MC0547_STAMPING: B 181 1954
 MC0547_MARK LOGO: CGS   
 MC0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0547+STABILITY: SURFACE MOTION
 MC0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0547+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1993
 MC0547
 MC0547  HISTORY     - Date     Condition        Report By
 MC0547  HISTORY     - 1954     MONUMENTED       CGS
 MC0547  HISTORY     - 1968     GOOD             NGS
 MC0547  HISTORY     - 1984     GOOD             USPSQD
 MC0547  HISTORY     - 1987     GOOD             USPSQD
 MC0547  HISTORY     - 19930719 GOOD             NGS
 MC0547
 MC0547                          STATION DESCRIPTION
 MC0547
 MC0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0547'0.8 MI NE FROM HASKINS.
 MC0547'ABOUT 0.8 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0547'FROM THE CROSSING OF STATE HIGHWAY 64 AT HASKINS, AT HULL
 MC0547'PRAIRIE, 156 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF
 MC0547'KING ROAD, 124 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24.2
 MC0547'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5 FEET NORTHEAST OF
 MC0547'MILEPOLE 186=02, IN LINE WITH A ROW OF POLES, 1.1 FEET SOUTHWEST
 MC0547'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND
 MC0547'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 MC0547'LEVEL OF THE GROUND.  SEC 15, T 6 N, R 10 E.
 MC0547
 MC0547                          STATION RECOVERY (1984)
 MC0547
 MC0547'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0547'RECOVERED IN GOOD CONDITION.
 MC0547
 MC0547                          STATION RECOVERY (1987)
 MC0547
 MC0547'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0547'RECOVERED IN GOOD CONDITION.
 MC0547
 MC0547                          STATION RECOVERY (1993)
 MC0547
 MC0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0547'1.3 KM (0.80 MI) NORTHEASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM
 MC0547'THE JUNCTION OF STATE HIGHWAY 64 IN HASKINS, 37.8 M (124.0 FT) NORTH
 MC0547'OF THE CENTER OF KING ROAD, 7.4 M (24.3 FT) SOUTHEAST OF THE NEAR
 MC0547'RAIL, 1.5 M (4.9 FT) NORTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT)
 MC0547'BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS
 MC0547'POST, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND
 MC0547'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0737 ***********************************************************************
 MC0737  DESIGNATION -  B 182
 MC0737  PID         -  MC0737
 MC0737  STATE/COUNTY-  OH/LUCAS
 MC0737  USGS QUAD   -  TOLEDO (1980)
 MC0737
 MC0737                         *CURRENT SURVEY CONTROL
 MC0737  ___________________________________________________________________
 MC0737* NAD 83(1986)-  41 42 59.     (N)    083 31 40.     (W)     SCALED    
 MC0737* NAVD 88     -       178.905  (meters)     586.96   (feet)  ADJUSTED  
 MC0737  ___________________________________________________________________
 MC0737  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0737  DYNAMIC HT  -         178.836 (meters)     586.73  (feet)  COMP
 MC0737  MODELED GRAV-     980,238.5   (mgal)                       NAVD 88
 MC0737
 MC0737  VERT ORDER  -  FIRST     CLASS I
 MC0737
 MC0737.The horizontal coordinates were scaled from a topographic map and have
 MC0737.an estimated accuracy of +/- 6 seconds.
 MC0737
 MC0737.The orthometric height was determined by differential leveling
 MC0737.and adjusted by the National Geodetic Survey in June 1991..
 MC0737
 MC0737.The geoid height was determined by GEOID03.
 MC0737
 MC0737.The dynamic height is computed by dividing the NAVD 88
 MC0737.geopotential number by the normal gravity value computed on the
 MC0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0737.degrees latitude (g = 980.6199 gals.).
 MC0737
 MC0737.The modeled gravity was interpolated from observed gravity values.
 MC0737
 MC0737;                    North         East    Units  Estimated Accuracy
 MC0737;SPC OH N     -   228,120.      514,470.      MT  (+/- 180 meters Scaled)
 MC0737
 MC0737                          SUPERSEDED SURVEY CONTROL
 MC0737
 MC0737  NGVD 29 (??/??/92)  179.085  (m)          587.55   (f) ADJ UNCH    1 1
 MC0737
 MC0737.Superseded values are not recommended for survey control.
 MC0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0737.See file dsdata.txt to determine how the superseded data were derived.
 MC0737
 MC0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG897213(NAD 83)
 MC0737_MARKER: DB = BENCH MARK DISK
 MC0737_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0737_SP_SET: BRIDGE ABUTMENT
 MC0737_STAMPING: B 182 1954
 MC0737_MARK LOGO: CGS   
 MC0737_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0737+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0737
 MC0737  HISTORY     - Date     Condition        Report By
 MC0737  HISTORY     - 1954     MONUMENTED       CGS
 MC0737  HISTORY     - 1968     GOOD             NGS
 MC0737  HISTORY     - 1983     GOOD             LOCSUR
 MC0737  HISTORY     - 1985     GOOD             USPSQD
 MC0737  HISTORY     - 19930715 GOOD             NGS
 MC0737  HISTORY     - 19970824 MARK NOT FOUND   LOCENG
 MC0737
 MC0737                          STATION DESCRIPTION
 MC0737
 MC0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0737'AT TOLEDO.
 MC0737'AT TOLEDO, ABOUT 2.05 MILES NORTH ALONG STICKNEY AVENUE FROM THE
 MC0737'INTERSECTION OF MANHATTAN BLVD, ABOUT 0.1 MILE SOUTH OF THE
 MC0737'CROSSING OF THE CHESAPEAKE AND OHIO RAILROAD, SET ON THE TOP
 MC0737'OF THE WEST END OF THE NORTH ABUTMENT OF A 25-FOOT CONCRETE
 MC0737'BRIDGE OVER SHANTEE CREEK, 20 FEET WEST OF THE CENTER LINE OF THE
 MC0737'AVENUE AND ABOUT LEVEL WITH THE AVENUE.
 MC0737
 MC0737                          STATION RECOVERY (1983)
 MC0737
 MC0737'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0737'RECOVERED IN GOOD CONDITION.
 MC0737
 MC0737                          STATION RECOVERY (1985)
 MC0737
 MC0737'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0737'RECOVERED IN GOOD CONDITION.
 MC0737
 MC0737                          STATION RECOVERY (1993)
 MC0737
 MC0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0737'2.9 KM (1.80 MI) NORTHERLY ALONG STICKNEY AVENUE FROM THE JUNCTION OF
 MC0737'INTERSTATE HIGHWAY 75 IN TOLEDO, IN TOP OF AND 0.4 M (1.3 FT) EAST OF
 MC0737'THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE AVENUE BRIDGE
 MC0737'SPANNING SHANTEE CREEK, 5.9 M (19.4 FT) WEST OF THE CENTERLINE OF THE
 MC0737'AVENUE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 MC0737
 MC0737                          STATION RECOVERY (1997)
 MC0737
 MC0737'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (LEB)
 MC0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1450 ***********************************************************************
 JX1450  DESIGNATION -  B 183
 JX1450  PID         -  JX1450
 JX1450  STATE/COUNTY-  OH/GUERNSEY
 JX1450  USGS QUAD   -  NEW CONCORD (1994)
 JX1450
 JX1450                         *CURRENT SURVEY CONTROL
 JX1450  ___________________________________________________________________
 JX1450* NAD 83(1986)-  39 59 40.     (N)    081 40 22.     (W)     SCALED    
 JX1450* NAVD 88     -       245.609  (meters)     805.80   (feet)  ADJUSTED  
 JX1450  ___________________________________________________________________
 JX1450  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JX1450  DYNAMIC HT  -         245.474 (meters)     805.36  (feet)  COMP
 JX1450  MODELED GRAV-     980,070.4   (mgal)                       NAVD 88
 JX1450
 JX1450  VERT ORDER  -  FIRST     CLASS II
 JX1450
 JX1450.The horizontal coordinates were scaled from a topographic map and have
 JX1450.an estimated accuracy of +/- 6 seconds.
 JX1450
 JX1450.The orthometric height was determined by differential leveling
 JX1450.and adjusted by the National Geodetic Survey in June 1991..
 JX1450
 JX1450.The geoid height was determined by GEOID03.
 JX1450
 JX1450.The dynamic height is computed by dividing the NAVD 88
 JX1450.geopotential number by the normal gravity value computed on the
 JX1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1450.degrees latitude (g = 980.6199 gals.).
 JX1450
 JX1450.The modeled gravity was interpolated from observed gravity values.
 JX1450
 JX1450;                    North         East    Units  Estimated Accuracy
 JX1450;SPC OH S     -   221,740.      670,640.      MT  (+/- 180 meters Scaled)
 JX1450
 JX1450                          SUPERSEDED SURVEY CONTROL
 JX1450
 JX1450  NGVD 29 (??/??/92)  245.830  (m)          806.53   (f) ADJ UNCH    1 2
 JX1450
 JX1450.Superseded values are not recommended for survey control.
 JX1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1450.See file dsdata.txt to determine how the superseded data were derived.
 JX1450
 JX1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME425273(NAD 83)
 JX1450_MARKER: DB = BENCH MARK DISK
 JX1450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1450_SP_SET: CULVERT
 JX1450_STAMPING: B 183 1954
 JX1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1450
 JX1450  HISTORY     - Date     Condition        Report By
 JX1450  HISTORY     - 1954     MONUMENTED       CGS
 JX1450
 JX1450                          STATION DESCRIPTION
 JX1450
 JX1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1450'5 MI SW FROM CAMBRIDGE.
 JX1450'5.0 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1450'THE STATION AT CAMBRIDGE, ABOUT 3.65 MILES EAST OF THE STATION
 JX1450'AT NEW CONCORD, MUSKINGUM COUNTY, ABOUT 0.35 MILE NORTHEAST OF
 JX1450'CROSSING OF A BLACK TOP ROAD, ABOUT 40 YARDS SOUTHWEST OF MILE
 JX1450'POST 57, IN THE TOP OF THE NORTHEAST END OF SOUTHEAST CONCRETE
 JX1450'HEAD WALL OF A 24-INCH PIPE CULVERT UNDER TRACK, 15 FEET SOUTHEAST
 JX1450'OF SOUTHEAST RAIL AND ABOUT 6 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1429 ***********************************************************************
 JX1429  DESIGNATION -  B 184
 JX1429  PID         -  JX1429
 JX1429  STATE/COUNTY-  OH/MUSKINGUM
 JX1429  USGS QUAD   -  NORWICH (1994)
 JX1429
 JX1429                         *CURRENT SURVEY CONTROL
 JX1429  ___________________________________________________________________
 JX1429* NAD 83(1986)-  39 58 51.     (N)    081 52 18.     (W)     SCALED    
 JX1429* NAVD 88     -       237.722  (meters)     779.93   (feet)  ADJUSTED  
 JX1429  ___________________________________________________________________
 JX1429  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JX1429  DYNAMIC HT  -         237.594 (meters)     779.51  (feet)  COMP
 JX1429  MODELED GRAV-     980,082.0   (mgal)                       NAVD 88
 JX1429
 JX1429  VERT ORDER  -  FIRST     CLASS II
 JX1429
 JX1429.The horizontal coordinates were scaled from a topographic map and have
 JX1429.an estimated accuracy of +/- 6 seconds.
 JX1429
 JX1429.The orthometric height was determined by differential leveling
 JX1429.and adjusted by the National Geodetic Survey in June 1991..
 JX1429
 JX1429.The geoid height was determined by GEOID03.
 JX1429
 JX1429.The dynamic height is computed by dividing the NAVD 88
 JX1429.geopotential number by the normal gravity value computed on the
 JX1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1429.degrees latitude (g = 980.6199 gals.).
 JX1429
 JX1429.The modeled gravity was interpolated from observed gravity values.
 JX1429
 JX1429;                    North         East    Units  Estimated Accuracy
 JX1429;SPC OH S     -   220,090.      653,670.      MT  (+/- 180 meters Scaled)
 JX1429
 JX1429                          SUPERSEDED SURVEY CONTROL
 JX1429
 JX1429  NGVD 29 (??/??/92)  237.947  (m)          780.66   (f) ADJ UNCH    1 2
 JX1429
 JX1429.Superseded values are not recommended for survey control.
 JX1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1429.See file dsdata.txt to determine how the superseded data were derived.
 JX1429
 JX1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME255259(NAD 83)
 JX1429_MARKER: DB = BENCH MARK DISK
 JX1429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1429_SP_SET: BRIDGE
 JX1429_STAMPING: B 184 1954
 JX1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1429
 JX1429  HISTORY     - Date     Condition        Report By
 JX1429  HISTORY     - 1954     MONUMENTED       CGS
 JX1429
 JX1429                          STATION DESCRIPTION
 JX1429
 JX1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1429'9.6 MI NE FROM ZANESVILLE.
 JX1429'9.6 MILES NORTHEAST AND EAST ALONG THE BALTIMORE AND OHIO
 JX1429'RAILROAD FROM THE STATION AT ZANESVILLE, ABOUT 8.2 MILES WEST
 JX1429'OF THE STATION AT NEW CONCORD, AT A GRAVEL ROAD CROSSING, IN THE
 JX1429'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT
 JX1429'OF A CONCRETE AND STEEL BRIDGE UNDER GRAVEL ROAD, 5 FEET
 JX1429'SOUTH-SOUTHWEST OF SOUTH-SOUTHWEST RAIL OF TRACK, 7 1/2 FEET
 JX1429'NORTHWEST OF CENTER LINE OF ROAD, 15 FEET WEST OF CENTER OF
 JX1429'CROSSING AND ABOUT 3/4 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1404 ***********************************************************************
 JX1404  DESIGNATION -  B 185
 JX1404  PID         -  JX1404
 JX1404  STATE/COUNTY-  OH/MUSKINGUM
 JX1404  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX1404
 JX1404                         *CURRENT SURVEY CONTROL
 JX1404  ___________________________________________________________________
 JX1404* NAD 83(1986)-  39 55 41.     (N)    081 59 05.     (W)     SCALED    
 JX1404* NAVD 88     -       277.913  (meters)     911.79   (feet)  ADJUSTED  
 JX1404  ___________________________________________________________________
 JX1404  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JX1404  DYNAMIC HT  -         277.763 (meters)     911.29  (feet)  COMP
 JX1404  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 JX1404
 JX1404  VERT ORDER  -  FIRST     CLASS II
 JX1404
 JX1404.The horizontal coordinates were scaled from a topographic map and have
 JX1404.an estimated accuracy of +/- 6 seconds.
 JX1404
 JX1404.The orthometric height was determined by differential leveling
 JX1404.and adjusted by the National Geodetic Survey in June 1991..
 JX1404
 JX1404.The geoid height was determined by GEOID03.
 JX1404
 JX1404.The dynamic height is computed by dividing the NAVD 88
 JX1404.geopotential number by the normal gravity value computed on the
 JX1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1404.degrees latitude (g = 980.6199 gals.).
 JX1404
 JX1404.The modeled gravity was interpolated from observed gravity values.
 JX1404
 JX1404;                    North         East    Units  Estimated Accuracy
 JX1404;SPC OH S     -   214,170.      644,050.      MT  (+/- 180 meters Scaled)
 JX1404
 JX1404                          SUPERSEDED SURVEY CONTROL
 JX1404
 JX1404  NGVD 29 (??/??/92)  278.138  (m)          912.52   (f) ADJ UNCH    1 2
 JX1404
 JX1404.Superseded values are not recommended for survey control.
 JX1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1404.See file dsdata.txt to determine how the superseded data were derived.
 JX1404
 JX1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME158202(NAD 83)
 JX1404_MARKER: DB = BENCH MARK DISK
 JX1404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1404_SP_SET: TV TOWER
 JX1404_STAMPING: B 185 1954
 JX1404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1404
 JX1404  HISTORY     - Date     Condition        Report By
 JX1404  HISTORY     - 1954     MONUMENTED       CGS
 JX1404  HISTORY     - 1960     GOOD             NGS
 JX1404
 JX1404                          STATION DESCRIPTION
 JX1404
 JX1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1404'1.9 MI SE FROM ZANESVILLE.
 JX1404'1.35 MILES SOUTHEAST AND EAST ALONG STATE HIGHWAY 146 FROM THE
 JX1404'INTERSECTION OF MAIN AND SIXTH STREETS AT ZANESVILLE, THENCE
 JX1404'ABOUT 0.55 MILE SOUTH AND SOUTHEAST ALONG WHITE OAK AVENUE AND
 JX1404'DOWNERD ROAD, AT WHIZ-TV TOWER, SET VERTICALLY IN THE NORTH-NORTHWEST
 JX1404'FACE OF CONCRETE BASE OF TV TOWER (SINGLE BASE) 1.9 FEET ABOVE
 JX1404'GROUND AND 1.21 FEET BELOW TOP OF SURFACE OF CONCRETE BASE.
 JX1404
 JX1404                          STATION RECOVERY (1960)
 JX1404
 JX1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JX1404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0533 ***********************************************************************
 JY0533  DESIGNATION -  B 186
 JY0533  PID         -  JY0533
 JY0533  STATE/COUNTY-  OH/ROSS
 JY0533  USGS QUAD   -  KINGSTON (1992)
 JY0533
 JY0533                         *CURRENT SURVEY CONTROL
 JY0533  ___________________________________________________________________
 JY0533* NAD 83(1986)-  39 23 20.     (N)    082 57 44.     (W)     SCALED    
 JY0533* NAVD 88     -       208.401  (meters)     683.73   (feet)  ADJUSTED  
 JY0533  ___________________________________________________________________
 JY0533  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JY0533  DYNAMIC HT  -         208.274 (meters)     683.31  (feet)  COMP
 JY0533  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 JY0533
 JY0533  VERT ORDER  -  FIRST     CLASS I
 JY0533
 JY0533.The horizontal coordinates were scaled from a topographic map and have
 JY0533.an estimated accuracy of +/- 6 seconds.
 JY0533
 JY0533.The orthometric height was determined by differential leveling
 JY0533.and adjusted by the National Geodetic Survey in June 1991..
 JY0533
 JY0533.The geoid height was determined by GEOID03.
 JY0533
 JY0533.The dynamic height is computed by dividing the NAVD 88
 JY0533.geopotential number by the normal gravity value computed on the
 JY0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0533.degrees latitude (g = 980.6199 gals.).
 JY0533
 JY0533.The modeled gravity was interpolated from observed gravity values.
 JY0533
 JY0533;                    North         East    Units  Estimated Accuracy
 JY0533;SPC OH S     -   154,290.      560,180.      MT  (+/- 180 meters Scaled)
 JY0533
 JY0533                          SUPERSEDED SURVEY CONTROL
 JY0533
 JY0533  NGVD 29 (??/??/92)  208.56   (m)          684.3    (f) COMPUTED    1 1
 JY0533
 JY0533.Superseded values are not recommended for survey control.
 JY0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0533.See file dsdata.txt to determine how the superseded data were derived.
 JY0533
 JY0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD310617(NAD 83)
 JY0533_MARKER: DB = BENCH MARK DISK
 JY0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0533_STAMPING: V 186 1954
 JY0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0533+STABILITY: SURFACE MOTION
 JY0533
 JY0533  HISTORY     - Date     Condition        Report By
 JY0533  HISTORY     - 1954     MONUMENTED       CGS
 JY0533  HISTORY     - 1967     GOOD             NGS
 JY0533
 JY0533                          STATION DESCRIPTION
 JY0533
 JY0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0533'4 MI N FROM CHILLICOTHE.
 JY0533'4.0 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY0533'BALTIMORE AND OHIO RAILROAD STATION AT CHILLICOTHE, ABOUT 0.35
 JY0533'MILE NORTH-NORTHEAST OF OVERPASS OF A BLACK TOP ROAD OVER THE
 JY0533'TRACKS, 33 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK,
 JY0533'106 FEET NORTH AND ACROSS TRACKS FROM MILE POST N 660, 111 FEET
 JY0533'SOUTHWEST OF A FENCE CORNER, 38 FEET SOUTHWEST OF THE FIRST
 JY0533'TELEPHONE POLE NORTHEAST OF MILE POST, 1 1/2 FEET SOUTHEAST OF
 JY0533'A FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 JY0533'ABOUT 1 1/2 FEET BELOW LEVEL OF TRACKS AND SET IN THE TOP OF A
 JY0533'CONCRETE POST PROJECTING 4 INCHES.
 JY0533
 JY0533                          STATION RECOVERY (1967)
 JY0533
 JY0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1520 ***********************************************************************
 KY1520  DESIGNATION -  B 186
 KY1520  PID         -  KY1520
 KY1520  STATE/COUNTY-  OH/GUERNSEY
 KY1520  USGS QUAD   -  CAMBRIDGE (1994)
 KY1520
 KY1520                         *CURRENT SURVEY CONTROL
 KY1520  ___________________________________________________________________
 KY1520* NAD 83(1986)-  40 05 44.     (N)    081 35 21.     (W)     SCALED    
 KY1520* NAVD 88     -       237.489  (meters)     779.16   (feet)  ADJUSTED  
 KY1520  ___________________________________________________________________
 KY1520  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KY1520  DYNAMIC HT  -         237.362 (meters)     778.75  (feet)  COMP
 KY1520  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 KY1520
 KY1520  VERT ORDER  -  FIRST     CLASS II
 KY1520
 KY1520.The horizontal coordinates were scaled from a topographic map and have
 KY1520.an estimated accuracy of +/- 6 seconds.
 KY1520
 KY1520.The orthometric height was determined by differential leveling
 KY1520.and adjusted by the National Geodetic Survey in June 1991..
 KY1520
 KY1520.The geoid height was determined by GEOID03.
 KY1520
 KY1520.The dynamic height is computed by dividing the NAVD 88
 KY1520.geopotential number by the normal gravity value computed on the
 KY1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1520.degrees latitude (g = 980.6199 gals.).
 KY1520
 KY1520.The modeled gravity was interpolated from observed gravity values.
 KY1520
 KY1520;                    North         East    Units  Estimated Accuracy
 KY1520;SPC OH S     -   233,040.      677,670.      MT  (+/- 180 meters Scaled)
 KY1520
 KY1520                          SUPERSEDED SURVEY CONTROL
 KY1520
 KY1520  NGVD 29 (??/??/92)  237.707  (m)          779.88   (f) ADJ UNCH    1 2
 KY1520
 KY1520.Superseded values are not recommended for survey control.
 KY1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1520.See file dsdata.txt to determine how the superseded data were derived.
 KY1520
 KY1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME497385(NAD 83)
 KY1520_MARKER: DB = BENCH MARK DISK
 KY1520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1520_SP_SET: BRIDGE
 KY1520_STAMPING: B 186 1954
 KY1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1520
 KY1520  HISTORY     - Date     Condition        Report By
 KY1520  HISTORY     - 1954     MONUMENTED       CGS
 KY1520
 KY1520                          STATION DESCRIPTION
 KY1520
 KY1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1520'5.2 MI N FROM CAMBRIDGE.
 KY1520'5.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE BALTIMORE
 KY1520'AND OHIO RAILROAD STATION AT CAMBRIDGE, AT CROSSING OF LIBERTY
 KY1520'TOWNSHIP ROAD NO. 384, ABOUT 8 RAILS NORTHEAST OF MILE POST 63,
 KY1520'IN THE TOP OF THE SOUTHWEST CORNER OF THE FIRST STEP DOWN FROM
 KY1520'TOP OF THE WEST END OF NORTH STONE ABUTMENT OF ROAD 384 BRIDGE OVER
 KY1520'WILLS CREEK, 28 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 54 FEET
 KY1520'EAST-NORTHEAST OF EAST CORNER OF RAILROAD TRESTLE NO. 63/04, 11
 KY1520'FEET WEST OF CENTER LINE OF ROAD AND ABOUT 5 FEET BELOW LEVEL OF
 KY1520'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0524 ***********************************************************************
 JY0524  DESIGNATION -  B 187
 JY0524  PID         -  JY0524
 JY0524  STATE/COUNTY-  OH/ROSS
 JY0524  USGS QUAD   -  KINGSTON (1992)
 JY0524
 JY0524                         *CURRENT SURVEY CONTROL
 JY0524  ___________________________________________________________________
 JY0524* NAD 83(1986)-  39 27 46.     (N)    082 55 23.     (W)     SCALED    
 JY0524* NAVD 88     -       229.499  (meters)     752.95   (feet)  ADJUSTED  
 JY0524  ___________________________________________________________________
 JY0524  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JY0524  DYNAMIC HT  -         229.360 (meters)     752.49  (feet)  COMP
 JY0524  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 JY0524
 JY0524  VERT ORDER  -  FIRST     CLASS I
 JY0524
 JY0524.The horizontal coordinates were scaled from a topographic map and have
 JY0524.an estimated accuracy of +/- 6 seconds.
 JY0524
 JY0524.The orthometric height was determined by differential leveling
 JY0524.and adjusted by the National Geodetic Survey in June 1991..
 JY0524
 JY0524.The geoid height was determined by GEOID03.
 JY0524
 JY0524.The dynamic height is computed by dividing the NAVD 88
 JY0524.geopotential number by the normal gravity value computed on the
 JY0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0524.degrees latitude (g = 980.6199 gals.).
 JY0524
 JY0524.The modeled gravity was interpolated from observed gravity values.
 JY0524
 JY0524;                    North         East    Units  Estimated Accuracy
 JY0524;SPC OH S     -   162,470.      563,600.      MT  (+/- 180 meters Scaled)
 JY0524
 JY0524                          SUPERSEDED SURVEY CONTROL
 JY0524
 JY0524  NGVD 29 (??/??/92)  229.654  (m)          753.46   (f) ADJ UNCH    1 1
 JY0524
 JY0524.Superseded values are not recommended for survey control.
 JY0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0524.See file dsdata.txt to determine how the superseded data were derived.
 JY0524
 JY0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD345698(NAD 83)
 JY0524_MARKER: DB = BENCH MARK DISK
 JY0524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0524_SP_SET: BRIDGE SEAT
 JY0524_STAMPING: B 187 1954
 JY0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY0524+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 JY0524
 JY0524  HISTORY     - Date     Condition        Report By
 JY0524  HISTORY     - 1954     MONUMENTED       CGS
 JY0524  HISTORY     - 1967     GOOD             NGS
 JY0524  HISTORY     - 20051102 GOOD             GEOCAC
 JY0524
 JY0524                          STATION DESCRIPTION
 JY0524
 JY0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0524'0.8 MI S FROM KINGSTON.
 JY0524'0.75 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY0524'STATION AT KINGSTON, ABOUT 0.15 MILE SOUTH OF MILE POST N 666,
 JY0524'IN THE TOP OF EAST END OF BRIDGE SEAT OF NORTH ABUTMENT OF RAILROAD
 JY0524'OVERPASS NO. 1129 OVER STATE HIGHWAY 159, 7.8 FEET EAST OF
 JY0524'EAST RAIL OF EAST TRACK AND ABOUT 4 1/2 FEET BELOW LEVEL OF
 JY0524'TRACKS.
 JY0524
 JY0524                          STATION RECOVERY (1967)
 JY0524
 JY0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0524'RECOVERED IN GOOD CONDITION.
 JY0524
 JY0524                          STATION RECOVERY (2005)
 JY0524
 JY0524'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0524'NAD83 HANDHELD GPS COORDINATES 39 27 46.1 N  082 55 23.5 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0746 ***********************************************************************
 JY0746  DESIGNATION -  B 188
 JY0746  PID         -  JY0746
 JY0746  STATE/COUNTY-  OH/PICKAWAY
 JY0746  USGS QUAD   -  LOCKBOURNE (1992)
 JY0746
 JY0746                         *CURRENT SURVEY CONTROL
 JY0746  ___________________________________________________________________
 JY0746* NAD 83(1986)-  39 45 20.     (N)    082 57 36.     (W)     SCALED    
 JY0746* NAVD 88     -       217.075  (meters)     712.19   (feet)  ADJUSTED  
 JY0746  ___________________________________________________________________
 JY0746  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JY0746  DYNAMIC HT  -         216.949 (meters)     711.77  (feet)  COMP
 JY0746  MODELED GRAV-     980,040.3   (mgal)                       NAVD 88
 JY0746
 JY0746  VERT ORDER  -  FIRST     CLASS II
 JY0746
 JY0746.The horizontal coordinates were scaled from a topographic map and have
 JY0746.an estimated accuracy of +/- 6 seconds.
 JY0746
 JY0746.The orthometric height was determined by differential leveling
 JY0746.and adjusted by the National Geodetic Survey in June 1991..
 JY0746
 JY0746.The geoid height was determined by GEOID03.
 JY0746
 JY0746.The dynamic height is computed by dividing the NAVD 88
 JY0746.geopotential number by the normal gravity value computed on the
 JY0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0746.degrees latitude (g = 980.6199 gals.).
 JY0746
 JY0746.The modeled gravity was interpolated from observed gravity values.
 JY0746
 JY0746;                    North         East    Units  Estimated Accuracy
 JY0746;SPC OH S     -   194,990.      560,580.      MT  (+/- 180 meters Scaled)
 JY0746
 JY0746                          SUPERSEDED SURVEY CONTROL
 JY0746
 JY0746  NGVD 29 (??/??/92)  217.24   (m)          712.7    (f) COMPUTED    1 2
 JY0746
 JY0746.Superseded values are not recommended for survey control.
 JY0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0746.See file dsdata.txt to determine how the superseded data were derived.
 JY0746
 JY0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE320024(NAD 83)
 JY0746_MARKER: DB = BENCH MARK DISK
 JY0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0746_SP_SET: CULVERT STEP
 JY0746_STAMPING: B 188 1954
 JY0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0746
 JY0746  HISTORY     - Date     Condition        Report By
 JY0746  HISTORY     - 1954     MONUMENTED       CGS
 JY0746  HISTORY     - 1967     SEE DESCRIPTION  NGS
 JY0746
 JY0746                          STATION DESCRIPTION
 JY0746
 JY0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0746'2.6 MI N FROM ASHVILLE.
 JY0746'2.6 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY0746'STATION AT ASHVILLE, ABOUT 1.15 MILES SOUTH OF THE CROSSING OF
 JY0746'STATE HIGHWAY 762 AT DUVALLS, ABOUT 0.4 MILE NORTH OF AN OVERPASS
 JY0746'OF A BLACK TOP ROAD OVER TRACKS AND THE STATION SIGN AT DIX,
 JY0746'IN THE TOP OF THE TOP STEP OF NORTHEAST WINGWALL OF AN 8-FOOT
 JY0746'BOX CULVERT UNDER A DRIVE BETWEEN THE N. AND W. RY. AND
 JY0746'THE CHESAPEAKE AND OHIO RAILWAY, 43 FEET WEST OF WEST RAIL OF
 JY0746'WEST TRACK OF N. AND W. RY., 91 FEET EAST OF EAST RAIL OF
 JY0746'EAST TRACK OF C. AND O. RY., 8 1/2 FEET EAST OF CENTER LINE
 JY0746'OF DRIVE, 27 FEET WEST OF WEST HEAD WALL OF A 4-FOOT BOX CULVERT
 JY0746'UNDER N. AND W. RY., 24 1/2 FEET SOUTHWEST OF THE 6TH TELEPHONE
 JY0746'POLE NORTH OF N. AND W. RY. MILE POST N 687, AND ABOUT 5 1/2
 JY0746'FEET BELOW LEVEL OF N. AND W. TRACKS.  NOTE-- MARK RECOVERED
 JY0746'BUT INACCESSIBLE AT PRESENT 1967.
 JY0746
 JY0746                          STATION RECOVERY (1967)
 JY0746
 JY0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0746'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1597 ***********************************************************************
 KZ1597  DESIGNATION -  B 189
 KZ1597  PID         -  KZ1597
 KZ1597  STATE/COUNTY-  OH/FRANKLIN
 KZ1597  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ1597
 KZ1597                         *CURRENT SURVEY CONTROL
 KZ1597  ___________________________________________________________________
 KZ1597* NAD 83(1986)-  40 04 30.     (N)    083 00 02.     (W)     SCALED    
 KZ1597* NAVD 88     -       274.195  (meters)     899.59   (feet)  ADJUSTED  
 KZ1597  ___________________________________________________________________
 KZ1597  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ1597  DYNAMIC HT  -         274.048 (meters)     899.11  (feet)  COMP
 KZ1597  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 KZ1597
 KZ1597  VERT ORDER  -  FIRST     CLASS I
 KZ1597
 KZ1597.The horizontal coordinates were scaled from a topographic map and have
 KZ1597.an estimated accuracy of +/- 6 seconds.
 KZ1597
 KZ1597.The orthometric height was determined by differential leveling
 KZ1597.and adjusted by the National Geodetic Survey in June 1991..
 KZ1597
 KZ1597.The geoid height was determined by GEOID03.
 KZ1597
 KZ1597.The dynamic height is computed by dividing the NAVD 88
 KZ1597.geopotential number by the normal gravity value computed on the
 KZ1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1597.degrees latitude (g = 980.6199 gals.).
 KZ1597
 KZ1597.The modeled gravity was interpolated from observed gravity values.
 KZ1597
 KZ1597;                    North         East    Units  Estimated Accuracy
 KZ1597;SPC OH S     -   230,480.      557,300.      MT  (+/- 180 meters Scaled)
 KZ1597
 KZ1597                          SUPERSEDED SURVEY CONTROL
 KZ1597
 KZ1597  NGVD 29 (??/??/92)  274.363  (m)          900.14   (f) ADJ UNCH    1 1
 KZ1597
 KZ1597.Superseded values are not recommended for survey control.
 KZ1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1597.See file dsdata.txt to determine how the superseded data were derived.
 KZ1597
 KZ1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE294379(NAD 83)
 KZ1597_MARKER: DB = BENCH MARK DISK
 KZ1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1597_STAMPING: B 189 1954
 KZ1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1597+STABILITY: SURFACE MOTION
 KZ1597
 KZ1597  HISTORY     - Date     Condition        Report By
 KZ1597  HISTORY     - 1954     MONUMENTED       CGS
 KZ1597  HISTORY     - 1967     GOOD             NGS
 KZ1597
 KZ1597                          STATION DESCRIPTION
 KZ1597
 KZ1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1597'AT WORTHINGTON.
 KZ1597'AT WORTHINGTON, ABOUT 1.0 MILE SOUTH ALONG THE NEW YORK CENTRAL
 KZ1597'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 161, ABOUT 0.2 MILE
 KZ1597'NORTH OF MILEPOST 131, 58 FEET NORTHEAST OF THE CENTER OF THE
 KZ1597'CROSSING OF LINCOLN AVENUE AND THE NYCRR, 34.6 FEET WEST OF THE
 KZ1597'WEST RAIL OF THE WEST TRACK OF THE PENNSYLVANIA RAILROAD, 52 1/2
 KZ1597'FEET NORTH OF THE CENTERLINE OF LINCOLN AVENUE, 27.3 FEET
 KZ1597'EAST OF THE EAST RAIL OF THE NEW YORK CENTRAL RAILROAD, 1.2
 KZ1597'FEET SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF
 KZ1597'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 KZ1597'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0376 ***********************************************************************
 MC0376  DESIGNATION -  B 19
 MC0376  PID         -  MC0376
 MC0376  STATE/COUNTY-  OH/OTTAWA
 MC0376  USGS QUAD   -  GENOA (1988)
 MC0376
 MC0376                         *CURRENT SURVEY CONTROL
 MC0376  ___________________________________________________________________
 MC0376* NAD 83(1986)-  41 33 19.     (N)    083 19 12.     (W)     SCALED    
 MC0376* NAVD 88     -       183.525  (meters)     602.11   (feet)  ADJUSTED  
 MC0376  ___________________________________________________________________
 MC0376  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 MC0376  DYNAMIC HT  -         183.452 (meters)     601.88  (feet)  COMP
 MC0376  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 MC0376
 MC0376  VERT ORDER  -  SECOND    CLASS 0
 MC0376
 MC0376.The horizontal coordinates were scaled from a topographic map and have
 MC0376.an estimated accuracy of +/- 6 seconds.
 MC0376
 MC0376.The orthometric height was determined by differential leveling
 MC0376.and adjusted by the National Geodetic Survey in June 1991..
 MC0376
 MC0376.The geoid height was determined by GEOID03.
 MC0376
 MC0376.The dynamic height is computed by dividing the NAVD 88
 MC0376.geopotential number by the normal gravity value computed on the
 MC0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0376.degrees latitude (g = 980.6199 gals.).
 MC0376
 MC0376.The modeled gravity was interpolated from observed gravity values.
 MC0376
 MC0376;                    North         East    Units  Estimated Accuracy
 MC0376;SPC OH N     -   210,050.      531,590.      MT  (+/- 180 meters Scaled)
 MC0376
 MC0376                          SUPERSEDED SURVEY CONTROL
 MC0376
 MC0376  NGVD 29 (??/??/92)  183.779  (m)          602.95   (f) ADJ UNCH    2 0
 MC0376
 MC0376.Superseded values are not recommended for survey control.
 MC0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0376.See file dsdata.txt to determine how the superseded data were derived.
 MC0376
 MC0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG065030(NAD 83)
 MC0376_MARKER: DB = BENCH MARK DISK
 MC0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0376_STAMPING: B 19 1934
 MC0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0376+STABILITY: SURFACE MOTION
 MC0376
 MC0376  HISTORY     - Date     Condition        Report By
 MC0376  HISTORY     - 1934     MONUMENTED       CGS
 MC0376  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0376  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MC0376
 MC0376                          STATION DESCRIPTION
 MC0376
 MC0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0376'2 MI W FROM ELLISTON.
 MC0376'2.0 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MC0376'POST OFFICE AT ELLISTON, OTTAWA COUNTY, 110 YARDS WEST OF
 MC0376'SEMAPHORE S 67.4, AT A ROAD CROSSING, 30 FEET EAST OF THE
 MC0376'CENTERLINE OF THE GRAVEL ROAD, 35 FEET SOUTH OF THE SOUTH RAIL,
 MC0376'AND ABOUT 6 FEET BELOW THE BASE OF THE RAIL.  A STANDARD DISK,
 MC0376'STAMPED B 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MC0376
 MC0376                          STATION RECOVERY (1980)
 MC0376
 MC0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0376'NOT RECOVERED, THE GRAVELED ROAD IS NOW PAVED AND THE DESCRIBED
 MC0376'LOCATION IS NOW ON A SLOPE.
 MC0376
 MC0376                          STATION RECOVERY (1988)
 MC0376
 MC0376'RECOVERY NOTE BY US POWER SQUADRON 1988 (KDC)
 MC0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0045 ***********************************************************************
 JY0045  DESIGNATION -  B 190
 JY0045  PID         -  JY0045
 JY0045  STATE/COUNTY-  OH/PERRY
 JY0045  USGS QUAD   -  GLENFORD (1992)
 JY0045
 JY0045                         *CURRENT SURVEY CONTROL
 JY0045  ___________________________________________________________________
 JY0045* NAD 83(1986)-  39 54 49.     (N)    082 21 17.     (W)     SCALED    
 JY0045* NAVD 88     -       266.018  (meters)     872.76   (feet)  ADJUSTED  
 JY0045  ___________________________________________________________________
 JY0045  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JY0045  DYNAMIC HT  -         265.865 (meters)     872.26  (feet)  COMP
 JY0045  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 JY0045
 JY0045  VERT ORDER  -  FIRST     CLASS II
 JY0045
 JY0045.The horizontal coordinates were scaled from a topographic map and have
 JY0045.an estimated accuracy of +/- 6 seconds.
 JY0045
 JY0045.The orthometric height was determined by differential leveling
 JY0045.and adjusted by the National Geodetic Survey in June 1991..
 JY0045
 JY0045.The geoid height was determined by GEOID03.
 JY0045
 JY0045.The dynamic height is computed by dividing the NAVD 88
 JY0045.geopotential number by the normal gravity value computed on the
 JY0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0045.degrees latitude (g = 980.6199 gals.).
 JY0045
 JY0045.The modeled gravity was interpolated from observed gravity values.
 JY0045
 JY0045;                    North         East    Units  Estimated Accuracy
 JY0045;SPC OH S     -   212,450.      612,420.      MT  (+/- 180 meters Scaled)
 JY0045
 JY0045                          SUPERSEDED SURVEY CONTROL
 JY0045
 JY0045  NGVD 29 (??/??/92)  266.221  (m)          873.43   (f) ADJ UNCH    1 2
 JY0045
 JY0045.Superseded values are not recommended for survey control.
 JY0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0045.See file dsdata.txt to determine how the superseded data were derived.
 JY0045
 JY0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE842190(NAD 83)
 JY0045_MARKER: DB = BENCH MARK DISK
 JY0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0045_STAMPING: B 190 1954
 JY0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0045+STABILITY: SURFACE MOTION
 JY0045
 JY0045  HISTORY     - Date     Condition        Report By
 JY0045  HISTORY     - 1954     MONUMENTED       CGS
 JY0045
 JY0045                          STATION DESCRIPTION
 JY0045
 JY0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0045'3 MI W FROM GLENFORD.
 JY0045'2.95 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 JY0045'CROSSING OF STATE HIGHWAY 204 AT GLENFORD, ABOUT 3.1 MILES
 JY0045'EAST OF THE STATION AT THORNVILLE, AT A PRIVATE ROAD CROSSING,
 JY0045'ABOUT 355 YARDS EAST OF CROSSING OF THE N.Y.C. RR AND THE
 JY0045'BALTIMORE AND OHIO RAILROAD, 63 1/2 FEET SOUTH AND ACROSS
 JY0045'B. AND O. RR FROM N.Y.C. RR MILE POST COL 41, 71 FEET SOUTH
 JY0045'AND ACROSS B. AND O. RR, 2 FEET NORTH OF A FENCE LINE, 13 1/2
 JY0045'FEET EAST OF PRIVATE ROAD, 6 1/2 FEET EAST OF A FENCE CORNER,
 JY0045'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT
 JY0045'ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 JY0045'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0826 ***********************************************************************
 JY0826  DESIGNATION -  B 191
 JY0826  PID         -  JY0826
 JY0826  STATE/COUNTY-  OH/FAIRFIELD
 JY0826  USGS QUAD   -  CARROLL (1994)
 JY0826
 JY0826                         *CURRENT SURVEY CONTROL
 JY0826  ___________________________________________________________________
 JY0826* NAD 83(1986)-  39 51 16.     (N)    082 41 30.     (W)     SCALED    
 JY0826* NAVD 88     -       263.645  (meters)     864.98   (feet)  ADJUSTED  
 JY0826  ___________________________________________________________________
 JY0826  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JY0826  DYNAMIC HT  -         263.494 (meters)     864.48  (feet)  COMP
 JY0826  MODELED GRAV-     980,048.0   (mgal)                       NAVD 88
 JY0826
 JY0826  VERT ORDER  -  FIRST     CLASS II
 JY0826
 JY0826.The horizontal coordinates were scaled from a topographic map and have
 JY0826.an estimated accuracy of +/- 6 seconds.
 JY0826
 JY0826.The orthometric height was determined by differential leveling
 JY0826.and adjusted by the National Geodetic Survey in June 1991..
 JY0826
 JY0826.The geoid height was determined by GEOID03.
 JY0826
 JY0826.The dynamic height is computed by dividing the NAVD 88
 JY0826.geopotential number by the normal gravity value computed on the
 JY0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0826.degrees latitude (g = 980.6199 gals.).
 JY0826
 JY0826.The modeled gravity was interpolated from observed gravity values.
 JY0826
 JY0826;                    North         East    Units  Estimated Accuracy
 JY0826;SPC OH S     -   205,890.      583,600.      MT  (+/- 180 meters Scaled)
 JY0826
 JY0826                          SUPERSEDED SURVEY CONTROL
 JY0826
 JY0826  NGVD 29 (??/??/92)  263.840  (m)          865.62   (f) ADJ UNCH    1 2
 JY0826
 JY0826.Superseded values are not recommended for survey control.
 JY0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0826.See file dsdata.txt to determine how the superseded data were derived.
 JY0826
 JY0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE552129(NAD 83)
 JY0826_MARKER: DB = BENCH MARK DISK
 JY0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0826_STAMPING: B 191 1954
 JY0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0826+STABILITY: SURFACE MOTION
 JY0826
 JY0826  HISTORY     - Date     Condition        Report By
 JY0826  HISTORY     - 1954     MONUMENTED       CGS
 JY0826
 JY0826                          STATION DESCRIPTION
 JY0826
 JY0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0826'4.8 MI W FROM BALTIMORE.
 JY0826'4.75 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 JY0826'STATION AT BALITMORE, ABOUT 3.95 MILES SOUTHEAST OF THE STATION
 JY0826'AT PICKERINGTON, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, ACROSS
 JY0826'TRACKS AND ROAD FROM TELEPHONE POLE NO. 152/40, 159 FEET
 JY0826'SOUTH-SOUTHWEST OF CENTER OF CROSSING OF ROAD AND MAIN TRACK,
 JY0826'144 FEET SOUTHWEST AND ACROSS ROAD FROM SOUTHWEST RAIL, 17
 JY0826'FEET WEST OF CENTER LINE OF GRAVEL ROAD, 2 FEET NORTH OF A
 JY0826'TELEPHONE POLE, ABOUT 6 FEET BELOW LEVEL OF TRACK AND SET IN
 JY0826'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1608 ***********************************************************************
 KZ1608  DESIGNATION -  B 192
 KZ1608  PID         -  KZ1608
 KZ1608  STATE/COUNTY-  OH/FRANKLIN
 KZ1608  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ1608
 KZ1608                         *CURRENT SURVEY CONTROL
 KZ1608  ___________________________________________________________________
 KZ1608* NAD 83(1986)-  40 01 31.     (N)    083 03 24.     (W)     SCALED    
 KZ1608* NAVD 88     -       259.199  (meters)     850.39   (feet)  ADJUSTED  
 KZ1608  ___________________________________________________________________
 KZ1608  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KZ1608  DYNAMIC HT  -         259.062 (meters)     849.94  (feet)  COMP
 KZ1608  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 KZ1608
 KZ1608  VERT ORDER  -  FIRST     CLASS I
 KZ1608
 KZ1608.The horizontal coordinates were scaled from a topographic map and have
 KZ1608.an estimated accuracy of +/- 6 seconds.
 KZ1608
 KZ1608.The orthometric height was determined by differential leveling
 KZ1608.and adjusted by the National Geodetic Survey in June 1991..
 KZ1608
 KZ1608.The geoid height was determined by GEOID03.
 KZ1608
 KZ1608.The dynamic height is computed by dividing the NAVD 88
 KZ1608.geopotential number by the normal gravity value computed on the
 KZ1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1608.degrees latitude (g = 980.6199 gals.).
 KZ1608
 KZ1608.The modeled gravity was interpolated from observed gravity values.
 KZ1608
 KZ1608;                    North         East    Units  Estimated Accuracy
 KZ1608;SPC OH S     -   224,990.      552,480.      MT  (+/- 180 meters Scaled)
 KZ1608
 KZ1608                          SUPERSEDED SURVEY CONTROL
 KZ1608
 KZ1608  NGVD 29 (??/??/92)  259.368  (m)          850.94   (f) ADJ UNCH    1 1
 KZ1608
 KZ1608.Superseded values are not recommended for survey control.
 KZ1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1608.See file dsdata.txt to determine how the superseded data were derived.
 KZ1608
 KZ1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE245325(NAD 83)
 KZ1608_MARKER: DB = BENCH MARK DISK
 KZ1608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1608_SP_SET: BUILDING
 KZ1608_STAMPING: B 192 1954
 KZ1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1608
 KZ1608  HISTORY     - Date     Condition        Report By
 KZ1608  HISTORY     - 1954     MONUMENTED       CGS
 KZ1608  HISTORY     - 1967     GOOD             NGS
 KZ1608  HISTORY     - 20020730 MARK NOT FOUND   INDIV
 KZ1608  HISTORY     - 20031128 MARK NOT FOUND   GEOCAC
 KZ1608
 KZ1608                          STATION DESCRIPTION
 KZ1608
 KZ1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1608'AT COLUMBUS.
 KZ1608'AT COLUMBUS, IN THE UPPER ARLINGTON SUB-DIVISION, AT THE INTERSECTION
 KZ1608'OF TREMONT ROAD AND FISHINGER ROAD, SET VERTICALLY IN THE
 KZ1608'SOUTHEAST FACE OF THE FIRST ALLIANCE CHURCH BUILDING (A VERY
 KZ1608'LARGE BRICK AND CONCRETE BLOCK ONE-STORY BUILDING), 285 FEET
 KZ1608'SOUTHEAST OF THE SOUTHCURB OF TREMONT ROAD, 234 FEET NORTHEAST
 KZ1608'OF THE NORTHEAST CURB OF FISHINGER ROAD, 1 FOOT NORTHEAST OF THE
 KZ1608'SOUTH CORNER OF THE BUILDING AND 1/2 FOOT ABOVE THE LEVEL OF
 KZ1608'THE GROUND.
 KZ1608
 KZ1608                          STATION RECOVERY (2002)
 KZ1608
 KZ1608'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FDF)
 KZ1608'THE CHURCH DESCRIBED HAS BEEN GONE SINCE THE EARLY 70'S
 KZ1608
 KZ1608                          STATION RECOVERY (2003)
 KZ1608
 KZ1608'RECOVERY NOTE BY GEOCACHING 2003
 KZ1608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1174 ***********************************************************************
 HY1174  DESIGNATION -  B 193
 HY1174  PID         -  HY1174
 HY1174  STATE/COUNTY-  OH/SCIOTO
 HY1174  USGS QUAD   -  PORTSMOUTH (1975)
 HY1174
 HY1174                         *CURRENT SURVEY CONTROL
 HY1174  ___________________________________________________________________
 HY1174* NAD 83(1986)-  38 44 44.     (N)    082 59 33.     (W)     SCALED    
 HY1174* NAVD 88     -       163.450  (meters)     536.25   (feet)  ADJUSTED  
 HY1174  ___________________________________________________________________
 HY1174  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY1174  DYNAMIC HT  -         163.348 (meters)     535.92  (feet)  COMP
 HY1174  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 HY1174
 HY1174  VERT ORDER  -  FIRST     CLASS I
 HY1174
 HY1174.The horizontal coordinates were scaled from a topographic map and have
 HY1174.an estimated accuracy of +/- 6 seconds.
 HY1174
 HY1174.The orthometric height was determined by differential leveling
 HY1174.and adjusted by the National Geodetic Survey in June 1991..
 HY1174
 HY1174.The geoid height was determined by GEOID03.
 HY1174
 HY1174.The dynamic height is computed by dividing the NAVD 88
 HY1174.geopotential number by the normal gravity value computed on the
 HY1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1174.degrees latitude (g = 980.6199 gals.).
 HY1174
 HY1174.The modeled gravity was interpolated from observed gravity values.
 HY1174
 HY1174;                    North         East    Units  Estimated Accuracy
 HY1174;SPC OH S     -    82,880.      557,180.      MT  (+/- 180 meters Scaled)
 HY1174
 HY1174                          SUPERSEDED SURVEY CONTROL
 HY1174
 HY1174  NGVD 29 (??/??/92)  163.636  (m)          536.86   (f) ADJ UNCH    1 1
 HY1174
 HY1174.Superseded values are not recommended for survey control.
 HY1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1174.See file dsdata.txt to determine how the superseded data were derived.
 HY1174
 HY1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC268904(NAD 83)
 HY1174_MARKER: DB = BENCH MARK DISK
 HY1174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1174_SP_SET: PIER
 HY1174_STAMPING: B 193 1956
 HY1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1174
 HY1174  HISTORY     - Date     Condition        Report By
 HY1174  HISTORY     - 1956     MONUMENTED       CGS
 HY1174  HISTORY     - 1967     GOOD             NGS
 HY1174
 HY1174                          STATION DESCRIPTION
 HY1174
 HY1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY1174'AT PORTSMOUTH.
 HY1174'AT PORTSMOUTH, ABOUT 60 YARDS NORTHWEST OF THE NORTH CORNER OF
 HY1174'3-STORY BRICK NORFOLK AND WESTERN RAILWAY STATION BUILDING, AT
 HY1174'OVERPASS OF U.S. HIGHWAY 23 OVER THE TRACKS, SET VERTICALLY ABOUT
 HY1174'3 FEET ABOVE PASSENGER PLATFORM IN THE SOUTHEAST FACE OF THE FIRST
 HY1174'PIER SOUTHWEST OF TRACK, 8 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 HY1174'TRACK AND ABOUT 3 FEET ABOVE TRACK.
 HY1174
 HY1174                          STATION RECOVERY (1967)
 HY1174
 HY1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HY1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0201 ***********************************************************************
 JY0201  DESIGNATION -  B 198
 JY0201  PID         -  JY0201
 JY0201  STATE/COUNTY-  OH/VINTON
 JY0201  USGS QUAD   -  MC ARTHUR (1995)
 JY0201
 JY0201                         *CURRENT SURVEY CONTROL
 JY0201  ___________________________________________________________________
 JY0201* NAD 83(1986)-  39 11 11.     (N)    082 25 17.     (W)     SCALED    
 JY0201* NAVD 88     -       244.663  (meters)     802.70   (feet)  ADJUSTED  
 JY0201  ___________________________________________________________________
 JY0201  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JY0201  DYNAMIC HT  -         244.510 (meters)     802.20  (feet)  COMP
 JY0201  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 JY0201
 JY0201  VERT ORDER  -  SECOND    CLASS 0
 JY0201
 JY0201.The horizontal coordinates were scaled from a topographic map and have
 JY0201.an estimated accuracy of +/- 6 seconds.
 JY0201
 JY0201.The orthometric height was determined by differential leveling
 JY0201.and adjusted by the National Geodetic Survey in June 1991..
 JY0201
 JY0201.The geoid height was determined by GEOID03.
 JY0201
 JY0201.The dynamic height is computed by dividing the NAVD 88
 JY0201.geopotential number by the normal gravity value computed on the
 JY0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0201.degrees latitude (g = 980.6199 gals.).
 JY0201
 JY0201.The modeled gravity was interpolated from observed gravity values.
 JY0201
 JY0201;                    North         East    Units  Estimated Accuracy
 JY0201;SPC OH S     -   131,710.      606,790.      MT  (+/- 180 meters Scaled)
 JY0201
 JY0201                          SUPERSEDED SURVEY CONTROL
 JY0201
 JY0201  NGVD 29 (??/??/92)  244.832  (m)          803.25   (f) ADJ UNCH    2 0
 JY0201
 JY0201.Superseded values are not recommended for survey control.
 JY0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0201.See file dsdata.txt to determine how the superseded data were derived.
 JY0201
 JY0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD772384(NAD 83)
 JY0201_MARKER: DB = BENCH MARK DISK
 JY0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0201_STAMPING: B 198 1958
 JY0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0201+STABILITY: SURFACE MOTION
 JY0201
 JY0201  HISTORY     - Date     Condition        Report By
 JY0201  HISTORY     - 1958     MONUMENTED       CGS
 JY0201
 JY0201                          STATION DESCRIPTION
 JY0201
 JY0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0201'3.6 MI SE FROM DUNDAS.
 JY0201'ABOUT 3.65 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 JY0201'FROM THE STATION AT DUNDAS, IN SECTION 35, R 16W, T 9N, ABOUT
 JY0201'593 YARDS NORTH-NORTHWEST OF MILE POST 82, 31 FEET EAST OF EAST
 JY0201'RAIL, AT THE OUTSIDE OF A CURVE WITH TANGENTS TO THE SOUTH AND
 JY0201'NORTHWEST, 20 FEET WEST OF THE CENTER LINE OF A GRADED ROAD,
 JY0201'AT THE BOTTOM OF GRADE, 10 FEET NORTHWEST OF A TELEPHONE POLE
 JY0201'WITH A GUY WIRE (NUMBERED E 28), 69 FEET NORTHWEST OF THE
 JY0201'SOUTHWEST END OF A 24-INCH CORRUGATED PIPE CULVERT UNDER THE
 JY0201'ROAD, 2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT 5 FEET
 JY0201'ABOVE THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE POST
 JY0201'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0363 ***********************************************************************
 HY0363  DESIGNATION -  B 199
 HY0363  PID         -  HY0363
 HY0363  STATE/COUNTY-  OH/GALLIA
 HY0363  USGS QUAD   -  VINTON (1975)
 HY0363
 HY0363                         *CURRENT SURVEY CONTROL
 HY0363  ___________________________________________________________________
 HY0363* NAD 83(1986)-  38 57 08.     (N)    082 19 41.     (W)     SCALED    
 HY0363* NAVD 88     -       214.123  (meters)     702.50   (feet)  ADJUSTED  
 HY0363  ___________________________________________________________________
 HY0363  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 HY0363  DYNAMIC HT  -         213.988 (meters)     702.06  (feet)  COMP
 HY0363  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 HY0363
 HY0363  VERT ORDER  -  SECOND    CLASS 0
 HY0363
 HY0363.The horizontal coordinates were scaled from a topographic map and have
 HY0363.an estimated accuracy of +/- 6 seconds.
 HY0363
 HY0363.The orthometric height was determined by differential leveling
 HY0363.and adjusted by the National Geodetic Survey in June 1991..
 HY0363
 HY0363.The geoid height was determined by GEOID03.
 HY0363
 HY0363.The dynamic height is computed by dividing the NAVD 88
 HY0363.geopotential number by the normal gravity value computed on the
 HY0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0363.degrees latitude (g = 980.6199 gals.).
 HY0363
 HY0363.The modeled gravity was interpolated from observed gravity values.
 HY0363
 HY0363;                    North         East    Units  Estimated Accuracy
 HY0363;SPC OH S     -   105,720.      614,900.      MT  (+/- 180 meters Scaled)
 HY0363
 HY0363                          SUPERSEDED SURVEY CONTROL
 HY0363
 HY0363  NGVD 29 (??/??/92)  214.324  (m)          703.16   (f) ADJ UNCH    2 0
 HY0363
 HY0363.Superseded values are not recommended for survey control.
 HY0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0363.See file dsdata.txt to determine how the superseded data were derived.
 HY0363
 HY0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD849123(NAD 83)
 HY0363_MARKER: DB = BENCH MARK DISK
 HY0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0363_SP_SET: CULVERT
 HY0363_STAMPING: B 199 1958
 HY0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0363
 HY0363  HISTORY     - Date     Condition        Report By
 HY0363  HISTORY     - 1958     MONUMENTED       CGS
 HY0363
 HY0363                          STATION DESCRIPTION
 HY0363
 HY0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0363'1.9 MI SE FROM VINTON.
 HY0363'ABOUT 1.9 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0363'FROM THE STATION AT VINTON, IN SECTION 31, R 15W, T 7N, ABOUT
 HY0363'222 YARDS SOUTH-SOUTHEAST OF MILE POST 102, ABOUT 0.35 MILE
 HY0363'NORTH-NORTHWEST OF A GRAVEL ROAD CROSSING AT GLENN, SET IN THE
 HY0363'TOP OF THE NORTH-NORTHWEST END OF THE EAST-NORTHEAST HEADWALL OF
 HY0363'A 2-FOOT CONCRETE CULVERT UNDER THE RAILWAY TRACK, 26 FEET
 HY0363'EAST-NORTHEAST OF EAST-NORTHEAST RAIL (SLANTING DISTANCE), 63
 HY0363'FEET SOUTH OF TELEPHONE POLE E 26, 1 FOOT SOUTH-SOUTHEAST OF
 HY0363'THE NORTH-NORTHWEST END OF THE HEADWALL, ABOUT 9 FEET BELOW THE
 HY0363'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0145 ***********************************************************************
 LA0145  DESIGNATION -  B 2
 LA0145  PID         -  LA0145
 LA0145  STATE/COUNTY-  OH/SHELBY
 LA0145  USGS QUAD   -  BOTKINS (1984)
 LA0145
 LA0145                         *CURRENT SURVEY CONTROL
 LA0145  ___________________________________________________________________
 LA0145* NAD 83(1986)-  40 28 10.     (N)    084 11 00.     (W)     SCALED    
 LA0145* NAVD 88     -       306.006  (meters)    1003.95   (feet)  ADJUSTED  
 LA0145  ___________________________________________________________________
 LA0145  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 LA0145  DYNAMIC HT  -         305.856 (meters)    1003.46  (feet)  COMP
 LA0145  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 LA0145
 LA0145  VERT ORDER  -  FIRST     CLASS II
 LA0145
 LA0145.The horizontal coordinates were scaled from a topographic map and have
 LA0145.an estimated accuracy of +/- 6 seconds.
 LA0145
 LA0145.The orthometric height was determined by differential leveling
 LA0145.and adjusted by the National Geodetic Survey in June 1991..
 LA0145
 LA0145.The geoid height was determined by GEOID03.
 LA0145
 LA0145.The dynamic height is computed by dividing the NAVD 88
 LA0145.geopotential number by the normal gravity value computed on the
 LA0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0145.degrees latitude (g = 980.6199 gals.).
 LA0145
 LA0145.The modeled gravity was interpolated from observed gravity values.
 LA0145
 LA0145;                    North         East    Units  Estimated Accuracy
 LA0145;SPC OH N     -    90,520.      457,250.      MT  (+/- 180 meters Scaled)
 LA0145
 LA0145                          SUPERSEDED SURVEY CONTROL
 LA0145
 LA0145  NGVD 29 (??/??/92)  306.184  (m)         1004.54   (f) ADJ UNCH    1 2
 LA0145
 LA0145.Superseded values are not recommended for survey control.
 LA0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0145.See file dsdata.txt to determine how the superseded data were derived.
 LA0145
 LA0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK387836(NAD 83)
 LA0145_MARKER: B = BOLT
 LA0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0145_SP_SET: FOUNDATION
 LA0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0145
 LA0145  HISTORY     - Date     Condition        Report By
 LA0145  HISTORY     - UNK      MONUMENTED       CGS
 LA0145  HISTORY     - 1954     GOOD             NGS
 LA0145  HISTORY     - 19930629 MARK NOT FOUND   NGS
 LA0145
 LA0145                          STATION DESCRIPTION
 LA0145
 LA0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0145'AT BOTKINS.
 LA0145'AT BOTKINS, ABOUT 0.25 MILE EAST ALONG RAILROAD STREET FROM THE
 LA0145'BALTIMORE AND OHIO RAILROAD STATION, ABOUT 1 BLOCK EAST ALONG
 LA0145'RAILROAD STREET FROM ITS INTERSECTION WITH U.S. HIGHWAY 25, 39
 LA0145'FEET NORTH OF NORTH CURB OF EAST RAILROAD STREET, A 2-STORY
 LA0145'BRICK SCHOOL BUILDING, A LINE ON A COPPER BOLT LEADED IN THE
 LA0145'VERTICALY SOUTH FACE OF THE SAND STONE FOUNDATION AT SOUTHWEST
 LA0145'CORNER OF SCHOOL, IN THE TOP LAYER OF STONE AND IN THE SECOND
 LA0145'STONE EAST OF SOUTHWEST CORNER, 2.6 FEET EAST OF SOUTHWEST
 LA0145'CORNER OF BUILDING, 2.2 FEET ABOVE GROUND AND SURROUNDED BY
 LA0145'THE LETTERS U.S.C. AND G.S. CUT IN STONE.
 LA0145
 LA0145                          STATION RECOVERY (1993)
 LA0145
 LA0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0145'THE SCHOOL BUILDING HAS BEEN EXPANDED AND THE DISK HAS BEEN COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0873 ***********************************************************************
 JY0873  DESIGNATION -  B 2 13
 JY0873  PID         -  JY0873
 JY0873  STATE/COUNTY-  OH/FRANKLIN
 JY0873  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 JY0873
 JY0873                         *CURRENT SURVEY CONTROL
 JY0873  ___________________________________________________________________
 JY0873* NAD 83(1986)-  39 58 08.     (N)    083 00 07.     (W)     SCALED    
 JY0873* NAVD 88     -       228.930  (meters)     751.08   (feet)  ADJUSTED  
 JY0873  ___________________________________________________________________
 JY0873  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JY0873  DYNAMIC HT  -         228.803 (meters)     750.66  (feet)  COMP
 JY0873  MODELED GRAV-     980,068.1   (mgal)                       NAVD 88
 JY0873
 JY0873  VERT ORDER  -  FIRST     CLASS I
 JY0873
 JY0873.The horizontal coordinates were scaled from a topographic map and have
 JY0873.an estimated accuracy of +/- 6 seconds.
 JY0873
 JY0873.The orthometric height was determined by differential leveling
 JY0873.and adjusted by the National Geodetic Survey in June 1991..
 JY0873
 JY0873.The geoid height was determined by GEOID03.
 JY0873
 JY0873.The dynamic height is computed by dividing the NAVD 88
 JY0873.geopotential number by the normal gravity value computed on the
 JY0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0873.degrees latitude (g = 980.6199 gals.).
 JY0873
 JY0873.The modeled gravity was interpolated from observed gravity values.
 JY0873
 JY0873;                    North         East    Units  Estimated Accuracy
 JY0873;SPC OH S     -   218,700.      557,120.      MT  (+/- 180 meters Scaled)
 JY0873
 JY0873                          SUPERSEDED SURVEY CONTROL
 JY0873
 JY0873  NGVD 29 (??/??/92)  229.111  (m)          751.67   (f) ADJ UNCH    1 1
 JY0873
 JY0873.Superseded values are not recommended for survey control.
 JY0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0873.See file dsdata.txt to determine how the superseded data were derived.
 JY0873
 JY0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE290262(NAD 83)
 JY0873_MARKER: DD = SURVEY DISK
 JY0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0873_STAMPING: B 2 13
 JY0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0873+STABILITY: SURFACE MOTION
 JY0873
 JY0873  HISTORY     - Date     Condition        Report By
 JY0873  HISTORY     - UNK      MONUMENTED       OH1800
 JY0873  HISTORY     - 1967     GOOD             NGS
 JY0873
 JY0873                          STATION DESCRIPTION
 JY0873
 JY0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0873'AT COLUMBUS.
 JY0873'AT COLUMBUS, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF NORTH
 JY0873'HIGH STREET AND NAGHTEN AVENUE, 10.8 FEET EAST OF THE EAST CURB
 JY0873'OF NORTH HIGH STREET, 6.5 FEET SOUTH OF THE SOUTH CURB OF NAGHTEN
 JY0873'AVENUE, 2.8 FEET SOUTHEAST OF THE ROUNDED CURB BETWEEN THE STREET
 JY0873'AND THE AVENUE, 1 FOOT ABOVE THE LEVEL OF THE AVENUE, SET IN THE
 JY0873'TOP OF A CONCRETE POST FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0397 ***********************************************************************
 MC0397  DESIGNATION -  B 20
 MC0397  PID         -  MC0397
 MC0397  STATE/COUNTY-  OH/OTTAWA
 MC0397  USGS QUAD   -  LINDSEY (1969)
 MC0397
 MC0397                         *CURRENT SURVEY CONTROL
 MC0397  ___________________________________________________________________
 MC0397* NAD 83(1986)-  41 28 34.     (N)    083 09 01.     (W)     SCALED    
 MC0397* NAVD 88     -       179.015  (meters)     587.32   (feet)  POSTED    
 MC0397  ___________________________________________________________________
 MC0397  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 MC0397  DYNAMIC HT  -         178.940 (meters)     587.07  (feet)  COMP
 MC0397  MODELED GRAV-     980,211.3   (mgal)                       NAVD 88
 MC0397
 MC0397  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MC0397
 MC0397.The horizontal coordinates were scaled from a topographic map and have
 MC0397.an estimated accuracy of +/- 6 seconds.
 MC0397
 MC0397.The orthometric height was determined by differential leveling
 MC0397.and adjusted by the National Geodetic Survey in 1992..
 MC0397.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MC0397.rate of 2.1 thru 3.0 mm/km.
 MC0397
 MC0397.The geoid height was determined by GEOID03.
 MC0397
 MC0397.The dynamic height is computed by dividing the NAVD 88
 MC0397.geopotential number by the normal gravity value computed on the
 MC0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0397.degrees latitude (g = 980.6199 gals.).
 MC0397
 MC0397.The modeled gravity was interpolated from observed gravity values.
 MC0397
 MC0397;                    North         East    Units  Estimated Accuracy
 MC0397;SPC OH N     -   201,140.      545,690.      MT  (+/- 180 meters Scaled)
 MC0397
 MC0397                          SUPERSEDED SURVEY CONTROL
 MC0397
 MC0397  NGVD 29 (??/??/92)  179.32   (m)          588.3    (f) COMPUTED    2 0
 MC0397
 MC0397.Superseded values are not recommended for survey control.
 MC0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0397.See file dsdata.txt to determine how the superseded data were derived.
 MC0397
 MC0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF204938(NAD 83)
 MC0397_MARKER: DB = BENCH MARK DISK
 MC0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0397_STAMPING: B 20 1934
 MC0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0397+STABILITY: SURFACE MOTION
 MC0397
 MC0397  HISTORY     - Date     Condition        Report By
 MC0397  HISTORY     - 1934     MONUMENTED       CGS
 MC0397
 MC0397                          STATION DESCRIPTION
 MC0397
 MC0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0397'2.2 MI S FROM OAK HARBOR.
 MC0397'2.2 MILES SOUTH ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 MC0397'FROM OAK HARBOR, OTTAWA COUNTY, AT A COUNTY-ROAD CROSSING, 45
 MC0397'FEET WEST OF THE CENTERLINE OF THE TRACK, 15 FEET SOUTH OF
 MC0397'THE CENTERLINE OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE
 MC0397'TRACK.  A STANDARD DISK, STAMPED B 20 1934 AND SET IN THE TOP
 MC0397'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0093 ***********************************************************************
 HY0093  SACS        -  This is a Secondary Airport Control Station.
 HY0093  DESIGNATION -  B 200
 HY0093  PID         -  HY0093
 HY0093  STATE/COUNTY-  OH/GALLIA
 HY0093  USGS QUAD   -  GALLIPOLIS (1983)
 HY0093
 HY0093                         *CURRENT SURVEY CONTROL
 HY0093  ___________________________________________________________________
 HY0093* NAD 83(1995)-  38 50 06.55449(N)    082 09 59.04392(W)     ADJUSTED  
 HY0093* NAVD 88     -       172.112  (meters)     564.67   (feet)  ADJUSTED  
 HY0093  ___________________________________________________________________
 HY0093  X           -     678,065.902 (meters)                     COMP
 HY0093  Y           -  -4,928,505.690 (meters)                     COMP
 HY0093  Z           -   3,978,165.315 (meters)                     COMP
 HY0093  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 HY0093  ELLIP HEIGHT-         138.36  (meters)          (10/07/05) GPS OBS
 HY0093  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HY0093  DYNAMIC HT  -         172.003 (meters)     564.31  (feet)  COMP
 HY0093  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 HY0093
 HY0093  HORZ ORDER  -  FIRST
 HY0093  VERT ORDER  -  SECOND    CLASS 0
 HY0093  ELLP ORDER  -  FOURTH    CLASS II
 HY0093
 HY0093.This mark is at Gallia-Meigs Regional Airport (GAS)
 HY0093
 HY0093.The horizontal coordinates were established by GPS observations
 HY0093.and adjusted by the National Geodetic Survey in July 1997..
 HY0093
 HY0093.The orthometric height was determined by differential leveling
 HY0093.and adjusted by the National Geodetic Survey in June 1991..
 HY0093
 HY0093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY0093
 HY0093.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY0093
 HY0093.The ellipsoidal height was determined by GPS observations
 HY0093.and is referenced to NAD 83.
 HY0093
 HY0093.The geoid height was determined by GEOID03.
 HY0093
 HY0093.The dynamic height is computed by dividing the NAVD 88
 HY0093.geopotential number by the normal gravity value computed on the
 HY0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0093.degrees latitude (g = 980.6199 gals.).
 HY0093
 HY0093.The modeled gravity was interpolated from observed gravity values.
 HY0093
 HY0093;                    North         East     Units Scale Factor Converg.
 HY0093;SPC OH S     -    92,767.223   628,964.809   MT  0.99998154   +0 12 42.0
 HY0093;SPC WV S     -   204,325.768   498,728.510   MT  0.99999009   -0 43 15.8
 HY0093;UTM  17      - 4,299,129.939   398,763.833   MT  0.99972620   -0 43 53.4
 HY0093
 HY0093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY0093!SPC OH S     -   0.99997829  x   0.99998154  =   0.99995983
 HY0093!SPC WV S     -   0.99997829  x   0.99999009  =   0.99996838
 HY0093!UTM  17      -   0.99997829  x   0.99972620  =   0.99970450
 HY0093
 HY0093|---------------------------------------------------------------------|
 HY0093| PID    Reference Object                     Distance      Geod. Az  |
 HY0093|                                                           dddmmss.s |
 HY0093| HY2201 KITTY                               393.971 METERS 11313     |
 HY0093|---------------------------------------------------------------------|
 HY0093
 HY0093                          SUPERSEDED SURVEY CONTROL
 HY0093
 HY0093  ELLIP H (07/01/97)  138.37   (m)                       GP(       ) 4 2
 HY0093  NAD 83(1995)-  38 50 06.56004(N)    082 09 59.05091(W) AD(       ) 3
 HY0093  NAD 83(1986)-  38 50 06.56451(N)    082 09 59.05056(W) AD(       ) 3
 HY0093  NAD 27      -  38 50 06.27268(N)    082 09 59.52802(W) AD(       ) 3
 HY0093  NAVD 88 (07/01/97)  172.11   (m)          564.7    (f) LEVELING    3  
 HY0093  NGVD 29 (??/??/92)  172.307  (m)          565.31   (f) ADJ UNCH    2 0
 HY0093
 HY0093.Superseded values are not recommended for survey control.
 HY0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0093.See file dsdata.txt to determine how the superseded data were derived.
 HY0093
 HY0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9876499130(NAD 83)
 HY0093_MARKER: DB = BENCH MARK DISK
 HY0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0093_SP_SET: CONCRETE POST
 HY0093_STAMPING: B 200 1958
 HY0093_MARK LOGO: CGS   
 HY0093_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0093+STABILITY: SURFACE MOTION
 HY0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY0093+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1995
 HY0093
 HY0093  HISTORY     - Date     Condition        Report By
 HY0093  HISTORY     - 1958     MONUMENTED       CGS
 HY0093  HISTORY     - 1986     GOOD             NGS
 HY0093  HISTORY     - 19870723 GOOD
 HY0093  HISTORY     - 19950914 GOOD             NGS
 HY0093
 HY0093                          STATION DESCRIPTION
 HY0093
 HY0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0093'2.2 MI NE FROM GALLIPOLIS.
 HY0093'ABOUT 2.15 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0093'FROM THE STATION AT GALLIPOLIS, IN SECTION  , R 14W, T 3N, ABOUT
 HY0093'0.35 MILE SOUTHWEST OF MILE POST 117, 24 FEET SOUTHEAST OF
 HY0093'SOUTHEAST RAIL, 28 1/2 FEET SOUTHEAST OF THE CENTER OF A
 HY0093'CROSSING OF A SMALL ROAD NORTH SOUTH, 21 1/2 FEET EAST OF THE
 HY0093'CENTER LINE OF THE ROAD LEADING SOUTH, 12 FEET NORTHWEST OF THE
 HY0093'CENTER LINE OF THE ROAD PARALLEL TO THE TRACK, 3 FEET NORTH-NORTHEAST
 HY0093'OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A CONCRETE WITNESS POST,
 HY0093'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A
 HY0093'CONCRETE POST PROJECTING 4 INCHES.
 HY0093
 HY0093                          STATION RECOVERY (1986)
 HY0093
 HY0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HY0093'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF GALLIPOLIS AND 0.2
 HY0093'MILES NORTH WEST OF THE GALLIA-MEIGS REGIONAL AIRPORT ADMINISTRATION
 HY0093'BUILDING ALONG THE CHESAPEAKE AND OHIO RAILWAY. OWNERSHIP --
 HY0093'CHESAPEAKE AND OHIO RAILROAD SYSTEM.
 HY0093'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND US
 HY0093'HIGHWAY 35 UNDER THE NORTH END OF THE OHIO RIVER BRIDGE (ABOUT
 HY0093'3.5 MILES NORTHEAST OF GALLIPOLIS). GO SOUTH WEST ON HIGHWAY 7 FOR
 HY0093'0.6 MILE TO A PAVED ROAD RIGHT LEADING TO THE AIRPORT ADMINSITRATION
 HY0093'BUILDING.  CONTINUE ON HIGHWAY 7 FOR 0.3 MILES TO A GRAVEL ROAD RIGHT.
 HY0093'TURN RIGHT FOR 0.25 MILES, PASSING TO THE LEFT OF A BLUE METAL BUILDIN
 HY0093'TO A ROAD RIGHT.  TURN RIGHT AT THE SOUTHWEST END OF RUNWAY FOR 0.45
 HY0093'MILE TO THE STATION ON THE LEFT WHERE THE ROAD BEGINS TO PARALLEL THE
 HY0093'RAILROAD.
 HY0093'THE STATION IS STANDARD CGS BENCH MARK STAMPED --B 200 1958-- SET INTO
 HY0093'THE TOP OF A ROUND 30 CM CONCRETE POST 5 CM ABOVE GROUND.  IT IS 11.4
 HY0093'METERS (37.4 FEET) EAST-NORTHEAST FROM A UNDERGROUND CABLE WARNING
 HY0093'POST, 7.3 METERS (24 FEET) SOUTHEAST OF RAILROAD TRACK, 4.0 METERS
 HY0093'(13.1 FEET) NORTHWEST OF GRAVEL ROAD AND 0.6 METERS ( 2 FEET ) SOUTH-
 HY0093'EAST OF FIBERGLASS WITNESS POST.
 HY0093'DESCRIBED BY B L LAMBERT TYPED BY JAMES MALONEY 9/09/87.
 HY0093
 HY0093                          STATION RECOVERY (1987)
 HY0093
 HY0093'RECOVERED 1987
 HY0093'RECOVERED IN GOOD CONDITION.
 HY0093
 HY0093                          STATION RECOVERY (1995)
 HY0093
 HY0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 HY0093'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF GALLIPOLIS,
 HY0093'AND 0.32 KM (0.20 MI) NORTHWEST OF THE GALLIA-MEIGS REGIONAL AIRPORT
 HY0093'ADMINISTRATION BUILDING, ALONG THE CHESAPEAKE AND OHIO RAILWAY, NEAR A
 HY0093'CURVE IN THE CINDER ROAD WHERE THE ROAD STARTS TO PARALLEL THE OLD
 HY0093'RAILROAD BED, BETWEEN THE RAILROAD BED AND THE ROAD.
 HY0093'OWNERSHIP--CHESAPEAKE AND OHIO RAILROAD SYSTEM.  NOTE--THIS MARK WAS
 HY0093'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .  TO REACH THE
 HY0093'STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND U.S.  HIGHWAY 35
 HY0093'UNDER THE NORTHWEST END OF THE OHIO RIVER BRIDGE, ABOUT 5.6 KM (3.45
 HY0093'MI) NORTHEAST OF GALLIPOLIS, GO SOUTHWEST 0.96 KM (0.60 MI) ALONG
 HY0093'HIGHWAY 7 TO AIRPORT ROAD ON THE RIGHT, (ACROSS HIGHWAY 7 FROM
 HY0093'PONDEROSA STEAK HOUSE) .  CONTINUE SOUTHWEST 0.48 KM (0.30 MI) ALONG
 HY0093'HIGHWAY 7, TO A GRAVEL ROAD RIGHT.  TURN RIGHT, NORTHWESTERLY, 0.40 KM
 HY0093'(0.25 MI) ALONG GRAVEL ROAD TO A CINDER ROAD RIGHT.  TURN RIGHT,
 HY0093'NORTHWEST, THEN NORTHEAST, 0.72 KM (0.45 MI) PAST SOUTHWEST END OF
 HY0093'RUNWAY AND ALONG NORTHWEST SIDE OF RUNWAY TO THE STATION ON THE LEFT,
 HY0093'WHERE THE ROAD STARTS TO PARALLEL THE RAILROAD BED.  STATION IS 17.9 M
 HY0093'(58.7 FT) NORTHWEST OF A UTILITY POLE WITH 1 GUY WIRE, 11.4 M (37.4
 HY0093'FT) EAST-NORTHEAST OF AN UNDERGROUND CABLE WARNING SIGN, 8.2 M (26.9
 HY0093'FT) EAST OF THE OLD RAILROAD BED CENTER, 6.2 M (20.3 FT) NORTHEAST OF
 HY0093'A GRAVEL ROAD CENTER LEADING TO THE RAILROAD BED, 4.6 M (15.1 FT)
 HY0093'NORTHWEST OF THE CINDER ROAD CENTER, 0.6 M (2.0 FT) SOUTHEAST OF A
 HY0093'WITNESS POST, AND THE MONUMENT IS 0.2 M (0.7 FT) BELOW THE LEVEL OF
 HY0093'THE ROAD AND PROJECTING 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  BY
 HY0093'R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0059 ***********************************************************************
 HY0059  DESIGNATION -  B 201
 HY0059  PID         -  HY0059
 HY0059  STATE/COUNTY-  OH/JACKSON
 HY0059  USGS QUAD   -  RIO GRANDE (1975)
 HY0059
 HY0059                         *CURRENT SURVEY CONTROL
 HY0059  ___________________________________________________________________
 HY0059* NAD 83(1986)-  38 53 19.     (N)    082 27 54.     (W)     SCALED    
 HY0059* NAVD 88     -       206.817  (meters)     678.53   (feet)  ADJUSTED  
 HY0059  ___________________________________________________________________
 HY0059  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HY0059  DYNAMIC HT  -         206.686 (meters)     678.10  (feet)  COMP
 HY0059  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 HY0059
 HY0059  VERT ORDER  -  SECOND    CLASS 0
 HY0059
 HY0059.The horizontal coordinates were scaled from a topographic map and have
 HY0059.an estimated accuracy of +/- 6 seconds.
 HY0059
 HY0059.The orthometric height was determined by differential leveling
 HY0059.and adjusted by the National Geodetic Survey in June 1991..
 HY0059
 HY0059.The geoid height was determined by GEOID03.
 HY0059
 HY0059.The dynamic height is computed by dividing the NAVD 88
 HY0059.geopotential number by the normal gravity value computed on the
 HY0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0059.degrees latitude (g = 980.6199 gals.).
 HY0059
 HY0059.The modeled gravity was interpolated from observed gravity values.
 HY0059
 HY0059;                    North         East    Units  Estimated Accuracy
 HY0059;SPC OH S     -    98,650.      603,040.      MT  (+/- 180 meters Scaled)
 HY0059
 HY0059                          SUPERSEDED SURVEY CONTROL
 HY0059
 HY0059  NGVD 29 (??/??/92)  207.005  (m)          679.15   (f) ADJ UNCH    2 0
 HY0059
 HY0059.Superseded values are not recommended for survey control.
 HY0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0059.See file dsdata.txt to determine how the superseded data were derived.
 HY0059
 HY0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD729054(NAD 83)
 HY0059_MARKER: DB = BENCH MARK DISK
 HY0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0059_SP_SET: CULVERT
 HY0059_STAMPING: B 201 1958
 HY0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0059
 HY0059  HISTORY     - Date     Condition        Report By
 HY0059  HISTORY     - 1958     MONUMENTED       CGS
 HY0059
 HY0059                          STATION DESCRIPTION
 HY0059
 HY0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0059'1.2 MI SW FROM THURMAN.
 HY0059'ABOUT 1.25 MILES SOUTHWEST ALONG STATE HIGHWAY 279 FROM ITS
 HY0059'JUNCTION WITH U.S. HIGHWAY 35 AT THURMAN, IN SECTION 25, R 17W,
 HY0059'T 7N, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 HY0059'HEADWALL OF A 45-INCH PIPE CULVERT UNDER THE HIGHWAY, 19 FEET
 HY0059'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH
 HY0059'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0101 ***********************************************************************
 HY0101  DESIGNATION -  B 204
 HY0101  PID         -  HY0101
 HY0101  STATE/COUNTY-  OH/LAWRENCE
 HY0101  USGS QUAD   -  WATERLOO (1988)
 HY0101
 HY0101                         *CURRENT SURVEY CONTROL
 HY0101  ___________________________________________________________________
 HY0101* NAD 83(1986)-  38 37 56.     (N)    082 26 43.     (W)     SCALED    
 HY0101* NAVD 88     -       193.567  (meters)     635.06   (feet)  ADJUSTED  
 HY0101  ___________________________________________________________________
 HY0101  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HY0101  DYNAMIC HT  -         193.440 (meters)     634.64  (feet)  COMP
 HY0101  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 HY0101
 HY0101  VERT ORDER  -  SECOND    CLASS 0
 HY0101
 HY0101.The horizontal coordinates were scaled from a topographic map and have
 HY0101.an estimated accuracy of +/- 6 seconds.
 HY0101
 HY0101.The orthometric height was determined by differential leveling
 HY0101.and adjusted by the National Geodetic Survey in June 1991..
 HY0101
 HY0101.The geoid height was determined by GEOID03.
 HY0101
 HY0101.The dynamic height is computed by dividing the NAVD 88
 HY0101.geopotential number by the normal gravity value computed on the
 HY0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0101.degrees latitude (g = 980.6199 gals.).
 HY0101
 HY0101.The modeled gravity was interpolated from observed gravity values.
 HY0101
 HY0101;                    North         East    Units  Estimated Accuracy
 HY0101;SPC OH S     -    70,190.      604,770.      MT  (+/- 180 meters Scaled)
 HY0101
 HY0101                          SUPERSEDED SURVEY CONTROL
 HY0101
 HY0101  NGVD 29 (??/??/92)  193.752  (m)          635.67   (f) ADJ UNCH    2 0
 HY0101
 HY0101.Superseded values are not recommended for survey control.
 HY0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0101.See file dsdata.txt to determine how the superseded data were derived.
 HY0101
 HY0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC742769(NAD 83)
 HY0101_MARKER: DB = BENCH MARK DISK
 HY0101_SETTING: 66 = SET IN ROCK OUTCROP
 HY0101_SP_SET: BEDROCK
 HY0101_STAMPING: B 204 1958
 HY0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0101+STABILITY: POSITION/ELEVATION WELL
 HY0101
 HY0101  HISTORY     - Date     Condition        Report By
 HY0101  HISTORY     - 1958     MONUMENTED       CGS
 HY0101
 HY0101                          STATION DESCRIPTION
 HY0101
 HY0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0101'0.8 MI NE FROM WILGUS.
 HY0101'ABOUT 0.8 MILE NORTHEAST ALONG STATE HIGHWAY 775 FROM ITS
 HY0101'JUNCTION WITH STATE HIGHWAY 141 AT WILGUS, IN SECTION 19, T 3N,
 HY0101'R 16W, ABOUT 0.2 MILE NORTHEAST OF THE BRIDGE OVER BUCKEYE
 HY0101'CREEK, 21 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HY0101'164 FEET EAST OF THE EAST END OF A 15-INCH PIPE CULVERT UNDER
 HY0101'A SMALL ROAD LEADING NORTH, SET VERTICALLY IN THE SOUTH FACE OF A
 HY0101'LAYER OF ROCK BURRIED IN THE SIDE OF A HILL, THE LAYER OF ROCK
 HY0101'IS 1 1/2 FEET HIGH AND 4 FEET WIDE, 173 FEET EAST OF THE CENTER
 HY0101'LINE OF THE ROAD LEADING NORTH, ABOUT 5 FEET ABOVE THE LEVEL OF
 HY0101'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0149 ***********************************************************************
 HY0149  DESIGNATION -  B 205
 HY0149  PID         -  HY0149
 HY0149  STATE/COUNTY-  OH/GALLIA
 HY0149  USGS QUAD   -  ATHALIA (1985)
 HY0149
 HY0149                         *CURRENT SURVEY CONTROL
 HY0149  ___________________________________________________________________
 HY0149* NAD 83(1986)-  38 37 17.     (N)    082 19 09.     (W)     SCALED    
 HY0149* NAVD 88     -       206.606  (meters)     677.84   (feet)  ADJUSTED  
 HY0149  ___________________________________________________________________
 HY0149  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY0149  DYNAMIC HT  -         206.470 (meters)     677.39  (feet)  COMP
 HY0149  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 HY0149
 HY0149  VERT ORDER  -  SECOND    CLASS 0
 HY0149
 HY0149.The horizontal coordinates were scaled from a topographic map and have
 HY0149.an estimated accuracy of +/- 6 seconds.
 HY0149
 HY0149.The orthometric height was determined by differential leveling
 HY0149.and adjusted by the National Geodetic Survey in June 1991..
 HY0149
 HY0149.The geoid height was determined by GEOID03.
 HY0149
 HY0149.The dynamic height is computed by dividing the NAVD 88
 HY0149.geopotential number by the normal gravity value computed on the
 HY0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0149.degrees latitude (g = 980.6199 gals.).
 HY0149
 HY0149.The modeled gravity was interpolated from observed gravity values.
 HY0149
 HY0149;                    North         East    Units  Estimated Accuracy
 HY0149;SPC OH S     -    69,000.      615,750.      MT  (+/- 180 meters Scaled)
 HY0149
 HY0149                          SUPERSEDED SURVEY CONTROL
 HY0149
 HY0149  NGVD 29 (??/??/92)  206.784  (m)          678.42   (f) ADJ UNCH    2 0
 HY0149
 HY0149.Superseded values are not recommended for survey control.
 HY0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0149.See file dsdata.txt to determine how the superseded data were derived.
 HY0149
 HY0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC851755(NAD 83)
 HY0149_MARKER: DB = BENCH MARK DISK
 HY0149_SETTING: 66 = SET IN ROCK OUTCROP
 HY0149_SP_SET: ROCK CLIFF
 HY0149_STAMPING: B 205 1958
 HY0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0149+STABILITY: POSITION/ELEVATION WELL
 HY0149
 HY0149  HISTORY     - Date     Condition        Report By
 HY0149  HISTORY     - 1958     MONUMENTED       CGS
 HY0149  HISTORY     - 1976     GOOD             NGS
 HY0149
 HY0149                          STATION DESCRIPTION
 HY0149
 HY0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0149'3.1 MI NW FROM CROWN CITY.
 HY0149'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 553 FROM ITS
 HY0149'JUNCTION WITH STATE HIGHWAY 7 AT CROWN CITY, THENCE 0.85 MILES
 HY0149'NORTHWEST ALONG GEORGES CREEK ROAD, IN SECTION  ,  T 3N, R 15W,
 HY0149'ABOUT 1.8 MILES SOUTHEAST ALONG GEORGES ROAD FROM ITS JUNCTION
 HY0149'WITH HARLAND CREEK ROAD, ABOUT 0.85 MILES NORTHWEST OF THE
 HY0149'JUNCTION OF HIGHWAY 218 HIGHWAY 553 AND GEORGES CREEK ROAD,
 HY0149'SET VERTICALLY IN THE NORTHWEST FACE OF A SLIGHTLY OVERHANGING
 HY0149'LAYER OF ROCK, 60 FEET SOUTH AND ACROSS GEORGES CREEK FROM THE
 HY0149'CENTER LINE OF BLACKTOP ROAD, 124 1/2 FEET SOUTHEAST AND ACROSS
 HY0149'BLACKTOP ROAD AND CREEK FROM THE SOUTHEAST PORCH CORNER OF A
 HY0149'LARGE WHITE PAINTED FARM HOUSE, 10 FEET WEST OF A BOARD FENCE,
 HY0149'ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
 HY0149
 HY0149                          STATION RECOVERY (1976)
 HY0149
 HY0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0345 ***********************************************************************
 HY0345  DESIGNATION -  B 206
 HY0345  PID         -  HY0345
 HY0345  STATE/COUNTY-  OH/GALLIA
 HY0345  USGS QUAD   -  ADDISON (1989)
 HY0345
 HY0345                         *CURRENT SURVEY CONTROL
 HY0345  ___________________________________________________________________
 HY0345* NAD 83(1986)-  38 57 59.     (N)    082 14 31.     (W)     SCALED    
 HY0345* NAVD 88     -       196.470  (meters)     644.59   (feet)  ADJUSTED  
 HY0345  ___________________________________________________________________
 HY0345  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HY0345  DYNAMIC HT  -         196.346 (meters)     644.18  (feet)  COMP
 HY0345  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 HY0345
 HY0345  VERT ORDER  -  SECOND    CLASS 0
 HY0345
 HY0345.The horizontal coordinates were scaled from a topographic map and have
 HY0345.an estimated accuracy of +/- 6 seconds.
 HY0345
 HY0345.The orthometric height was determined by differential leveling
 HY0345.and adjusted by the National Geodetic Survey in June 1991..
 HY0345
 HY0345.The geoid height was determined by GEOID03.
 HY0345
 HY0345.The dynamic height is computed by dividing the NAVD 88
 HY0345.geopotential number by the normal gravity value computed on the
 HY0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0345.degrees latitude (g = 980.6199 gals.).
 HY0345
 HY0345.The modeled gravity was interpolated from observed gravity values.
 HY0345
 HY0345;                    North         East    Units  Estimated Accuracy
 HY0345;SPC OH S     -   107,310.      622,360.      MT  (+/- 180 meters Scaled)
 HY0345
 HY0345                          SUPERSEDED SURVEY CONTROL
 HY0345
 HY0345  NGVD 29 (??/??/92)  196.648  (m)          645.17   (f) ADJ UNCH    2 0
 HY0345
 HY0345.Superseded values are not recommended for survey control.
 HY0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0345.See file dsdata.txt to determine how the superseded data were derived.
 HY0345
 HY0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD924137(NAD 83)
 HY0345_MARKER: DB = BENCH MARK DISK
 HY0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0345_STAMPING: B 206 1958
 HY0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0345+STABILITY: SURFACE MOTION
 HY0345
 HY0345  HISTORY     - Date     Condition        Report By
 HY0345  HISTORY     - 1958     MONUMENTED       CGS
 HY0345  HISTORY     - 1976     GOOD             NGS
 HY0345
 HY0345                          STATION DESCRIPTION
 HY0345
 HY0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0345'0.4 MI SW FROM ENO.
 HY0345'ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 554 FROM THE JUNCTION
 HY0345'OF VINTON-ENO ROAD AT ENO, ABOUT 0.5 MILE NORTH OF CROSSING OF AN
 HY0345'EAST-WEST POWER TRANSMISSION LINE, 28 1/2 FEET WEST OF CENTER
 HY0345'LINE OF HIGHWAY, 15 FEET NORTH OF CENTER OF A GATE FOR A DRIVE TO
 HY0345'A BARN, 1 FOOT EAST OF A FENCE LINE, 14 1/2 FEET EAST OF CENTER OF
 HY0345'A CISTERN AND PUMP, 27 1/2 FEET EAST-NORTHEAST OF SOUTHEAST
 HY0345'CORNER OF A BARN, 144 FEET NORTH OF CENTER OF WEST END OF A 40-INCH
 HY0345'PIPE CULVERT, 2 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT 2 1/2
 HY0345'FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HY0345'PROJECTING 3 INCHES.
 HY0345
 HY0345                          STATION RECOVERY (1976)
 HY0345
 HY0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0350 ***********************************************************************
 JY0350  DESIGNATION -  B 207
 JY0350  PID         -  JY0350
 JY0350  STATE/COUNTY-  OH/MEIGS
 JY0350  USGS QUAD   -  WILKESVILLE (1995)
 JY0350
 JY0350                         *CURRENT SURVEY CONTROL
 JY0350  ___________________________________________________________________
 JY0350* NAD 83(1986)-  39 03 09.     (N)    082 15 01.     (W)     SCALED    
 JY0350* NAVD 88     -       196.140  (meters)     643.50   (feet)  ADJUSTED  
 JY0350  ___________________________________________________________________
 JY0350  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JY0350  DYNAMIC HT  -         196.016 (meters)     643.10  (feet)  COMP
 JY0350  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 JY0350
 JY0350  VERT ORDER  -  SECOND    CLASS 0
 JY0350
 JY0350.The horizontal coordinates were scaled from a topographic map and have
 JY0350.an estimated accuracy of +/- 6 seconds.
 JY0350
 JY0350.The orthometric height was determined by differential leveling
 JY0350.and adjusted by the National Geodetic Survey in June 1991..
 JY0350
 JY0350.The geoid height was determined by GEOID03.
 JY0350
 JY0350.The dynamic height is computed by dividing the NAVD 88
 JY0350.geopotential number by the normal gravity value computed on the
 JY0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0350.degrees latitude (g = 980.6199 gals.).
 JY0350
 JY0350.The modeled gravity was interpolated from observed gravity values.
 JY0350
 JY0350;                    North         East    Units  Estimated Accuracy
 JY0350;SPC OH S     -   116,870.      621,620.      MT  (+/- 180 meters Scaled)
 JY0350
 JY0350                          SUPERSEDED SURVEY CONTROL
 JY0350
 JY0350  NGVD 29 (??/??/92)  196.328  (m)          644.12   (f) ADJ UNCH    2 0
 JY0350
 JY0350.Superseded values are not recommended for survey control.
 JY0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0350.See file dsdata.txt to determine how the superseded data were derived.
 JY0350
 JY0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD918233(NAD 83)
 JY0350_MARKER: DB = BENCH MARK DISK
 JY0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0350_SP_SET: BRIDGE
 JY0350_STAMPING: B 207 1958
 JY0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0350
 JY0350  HISTORY     - Date     Condition        Report By
 JY0350  HISTORY     - 1958     MONUMENTED       CGS
 JY0350
 JY0350                          STATION DESCRIPTION
 JY0350
 JY0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0350'1 MI E FROM SALEM CENTER.
 JY0350'ABOUT 1.05 MILES EAST ALONG STATE HIGHWAY 124 FROM THE SCHOOL
 JY0350'AT SALEM CENTER, IN THE TOP OF NORTHEAST END OF SOUTHEAST WING
 JY0350'WALL OF A 12-FOOT CONCRETE BRIDGE, 14 FEET SOUTH OF CENTER LINE
 JY0350'OF HIGHWAY, 39 FEET NORTHWEST OF CENTER LINE OF GRAVEL ROAD
 JY0350'SOUTHWEST, 1.3 FEET SOUTH OF CONCRETE BANISTER AND ABOUT LEVEL
 JY0350'WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1089 ***********************************************************************
 HY1089  DESIGNATION -  B 208
 HY1089  PID         -  HY1089
 HY1089  STATE/COUNTY-  OH/SCIOTO
 HY1089  USGS QUAD   -  PORTSMOUTH (1975)
 HY1089
 HY1089                         *CURRENT SURVEY CONTROL
 HY1089  ___________________________________________________________________
 HY1089* NAD 83(1986)-  38 44 17.     (N)    082 59 09.     (W)     SCALED    
 HY1089* NAVD 88     -       163.811  (meters)     537.44   (feet)  ADJUSTED  
 HY1089  ___________________________________________________________________
 HY1089  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY1089  DYNAMIC HT  -         163.709 (meters)     537.10  (feet)  COMP
 HY1089  MODELED GRAV-     980,001.7   (mgal)                       NAVD 88
 HY1089
 HY1089  VERT ORDER  -  SECOND    CLASS 0
 HY1089
 HY1089.The horizontal coordinates were scaled from a topographic map and have
 HY1089.an estimated accuracy of +/- 6 seconds.
 HY1089
 HY1089.The orthometric height was determined by differential leveling
 HY1089.and adjusted by the National Geodetic Survey in June 1991..
 HY1089
 HY1089.The geoid height was determined by GEOID03.
 HY1089
 HY1089.The dynamic height is computed by dividing the NAVD 88
 HY1089.geopotential number by the normal gravity value computed on the
 HY1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1089.degrees latitude (g = 980.6199 gals.).
 HY1089
 HY1089.The modeled gravity was interpolated from observed gravity values.
 HY1089
 HY1089;                    North         East    Units  Estimated Accuracy
 HY1089;SPC OH S     -    82,050.      557,760.      MT  (+/- 180 meters Scaled)
 HY1089
 HY1089                          SUPERSEDED SURVEY CONTROL
 HY1089
 HY1089  NGVD 29 (??/??/92)  163.999  (m)          538.05   (f) ADJ UNCH    2 0
 HY1089
 HY1089.Superseded values are not recommended for survey control.
 HY1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1089.See file dsdata.txt to determine how the superseded data were derived.
 HY1089
 HY1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC274895(NAD 83)
 HY1089_MARKER: DB = BENCH MARK DISK
 HY1089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1089_SP_SET: OVERPASS HEAD WALL
 HY1089_STAMPING: B 208 1958
 HY1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1089
 HY1089  HISTORY     - Date     Condition        Report By
 HY1089  HISTORY     - 1958     MONUMENTED       CGS
 HY1089
 HY1089                          STATION DESCRIPTION
 HY1089
 HY1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1089'0.7 MI SE FROM PORTSMOUTH.
 HY1089'ABOUT 0.7 MILES SOUTHEAS ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1089'FROM THE STATION AT PORTSMOUTH, SET IN THE TOP OF THE WEST END
 HY1089'OF THE SOUTH HEADWALL OF THE RAILWAY OVERPASS OVER OFFNERE STREET,
 HY1089'30 FEET SOUTH OF SOUTH RAIL OF THE SOUTH TRACK, 1 FOOT EAST OF THE
 HY1089'WEST END OF THE ABUTMENT, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 HY1089'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1379 ***********************************************************************
 HY1379  DESIGNATION -  B 209
 HY1379  PID         -  HY1379
 HY1379  STATE/COUNTY-  OH/LAWRENCE
 HY1379  USGS QUAD   -  IRONTON (1987)
 HY1379
 HY1379                         *CURRENT SURVEY CONTROL
 HY1379  ___________________________________________________________________
 HY1379* NAD 83(1986)-  38 32 33.     (N)    082 39 56.     (W)     SCALED    
 HY1379* NAVD 88     -       181.789  (meters)     596.42   (feet)  ADJUSTED  
 HY1379  ___________________________________________________________________
 HY1379  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 HY1379  DYNAMIC HT  -         181.670 (meters)     596.03  (feet)  COMP
 HY1379  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 HY1379
 HY1379  VERT ORDER  -  SECOND    CLASS 0
 HY1379
 HY1379.The horizontal coordinates were scaled from a topographic map and have
 HY1379.an estimated accuracy of +/- 6 seconds.
 HY1379
 HY1379.The orthometric height was determined by differential leveling
 HY1379.and adjusted by the National Geodetic Survey in June 1991..
 HY1379
 HY1379.The geoid height was determined by GEOID03.
 HY1379
 HY1379.The dynamic height is computed by dividing the NAVD 88
 HY1379.geopotential number by the normal gravity value computed on the
 HY1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1379.degrees latitude (g = 980.6199 gals.).
 HY1379
 HY1379.The modeled gravity was interpolated from observed gravity values.
 HY1379
 HY1379;                    North         East    Units  Estimated Accuracy
 HY1379;SPC OH S     -    60,240.      585,570.      MT  (+/- 180 meters Scaled)
 HY1379
 HY1379                          SUPERSEDED SURVEY CONTROL
 HY1379
 HY1379  NGVD 29 (??/??/92)  181.975  (m)          597.03   (f) ADJ UNCH    2 0
 HY1379
 HY1379.Superseded values are not recommended for survey control.
 HY1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1379.See file dsdata.txt to determine how the superseded data were derived.
 HY1379
 HY1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC548673(NAD 83)
 HY1379_MARKER: DB = BENCH MARK DISK
 HY1379_SETTING: 66 = SET IN ROCK OUTCROP
 HY1379_SP_SET: ROCK CUT
 HY1379_STAMPING: B 209 1958
 HY1379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1379+STABILITY: POSITION/ELEVATION WELL
 HY1379
 HY1379  HISTORY     - Date     Condition        Report By
 HY1379  HISTORY     - 1958     MONUMENTED       CGS
 HY1379  HISTORY     - 20040104 GOOD             GEOCAC
 HY1379
 HY1379                          STATION DESCRIPTION
 HY1379
 HY1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1379'1.1 MI NE FROM IRONTON.
 HY1379'ABOUT 1.1 MILES NORTHEAST ALONG STATE HIGHWAY 75 FROM THE COURT
 HY1379'HOUSE AT IRONTON, IN SECTION 16, T 2N, R 18W, ABOUT 0.65 MILE
 HY1379'NORTHEAST OF THE NORTHEAST END OF THE TUNNEL, ON THE SOUTH SLOPE
 HY1379'OF A CROOKED HILL, ABOUT HALF WAY BETWEEN A CURVE WITH TANGENTS
 HY1379'TO THE WEST AND NORTH AND A CURVE WITH TANGENTS TO THE SOUTH AND
 HY1379'EAST, SET VERTICALLY IN THE WEST FACE OF A LARGE ROCK CUT EAST
 HY1379'OF THE HIGHWAY, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HY1379'69 FEET NORTH OF THE SOUTH END OF THE CUT, ABOUT 5 FEET ABOVE THE
 HY1379'LEVEL OF THE HIGHWAY.
 HY1379
 HY1379                          STATION RECOVERY (2004)
 HY1379
 HY1379'RECOVERY NOTE BY GEOCACHING 2004 (GPL)
 HY1379'RECOVERED IN GOOD CONDITION ON S-CURVE ROAD IN CORYVILLE NORTH OF
 HY1379'IRONTON OFF ROUTE 93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0424 ***********************************************************************
 MC0424  DESIGNATION -  B 21
 MC0424  PID         -  MC0424
 MC0424  STATE/COUNTY-  OH/SENECA
 MC0424  USGS QUAD   -  ALVADA (1972)
 MC0424
 MC0424                         *CURRENT SURVEY CONTROL
 MC0424  ___________________________________________________________________
 MC0424* NAD 83(1986)-  41 03 53.     (N)    083 24 24.     (W)     SCALED    
 MC0424* NAVD 88     -       255.809  (meters)     839.27   (feet)  POSTED    
 MC0424  ___________________________________________________________________
 MC0424  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 MC0424  DYNAMIC HT  -         255.690 (meters)     838.88  (feet)  COMP
 MC0424  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 MC0424
 MC0424  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MC0424
 MC0424.The horizontal coordinates were scaled from a topographic map and have
 MC0424.an estimated accuracy of +/- 6 seconds.
 MC0424
 MC0424.The orthometric height was determined by differential leveling
 MC0424.and adjusted by the National Geodetic Survey in 1992..
 MC0424.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MC0424.rate of 3.1 thru 4.0 mm/km.
 MC0424
 MC0424.The geoid height was determined by GEOID03.
 MC0424
 MC0424.The dynamic height is computed by dividing the NAVD 88
 MC0424.geopotential number by the normal gravity value computed on the
 MC0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0424.degrees latitude (g = 980.6199 gals.).
 MC0424
 MC0424.The modeled gravity was interpolated from observed gravity values.
 MC0424
 MC0424;                    North         East    Units  Estimated Accuracy
 MC0424;SPC OH N     -   155,640.      523,800.      MT  (+/- 180 meters Scaled)
 MC0424
 MC0424                          SUPERSEDED SURVEY CONTROL
 MC0424
 MC0424  NGVD 29 (??/??/92)  255.960  (m)          839.76   (f) ADJ UNCH    2 0
 MC0424
 MC0424.Superseded values are not recommended for survey control.
 MC0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0424.See file dsdata.txt to determine how the superseded data were derived.
 MC0424
 MC0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF977487(NAD 83)
 MC0424_MARKER: DB = BENCH MARK DISK
 MC0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0424_STAMPING: B 21 1934
 MC0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0424+STABILITY: SURFACE MOTION
 MC0424
 MC0424  HISTORY     - Date     Condition        Report By
 MC0424  HISTORY     - 1934     MONUMENTED       CGS
 MC0424  HISTORY     - 1960     MARK NOT FOUND   USGS
 MC0424
 MC0424                          STATION DESCRIPTION
 MC0424
 MC0424'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MC0424'1 MI N FROM ALVEDA.
 MC0424'1.0 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 MC0424'STATION AT ALVEDA, SENECA COUNTY, 87 FEET NORTHWEST OF THE CENTER
 MC0424'OF A GRAVEL-ROAD CROSSING, 83 FEET NORTH OF THE CENTERLINE OF THE
 MC0424'ROAD, 39.5 FEET WEST OF THE WEST RAIL, 8 FEET EAST OF THE FENCE,
 MC0424'AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MC0424'B 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0099 ***********************************************************************
 HY0099  DESIGNATION -  B 210
 HY0099  PID         -  HY0099
 HY0099  STATE/COUNTY-  OH/LAWRENCE
 HY0099  USGS QUAD   -  AID (1985)
 HY0099
 HY0099                         *CURRENT SURVEY CONTROL
 HY0099  ___________________________________________________________________
 HY0099* NAD 83(1986)-  38 37 20.     (N)    082 28 01.     (W)     SCALED    
 HY0099* NAVD 88     -       193.277  (meters)     634.11   (feet)  ADJUSTED  
 HY0099  ___________________________________________________________________
 HY0099  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HY0099  DYNAMIC HT  -         193.151 (meters)     633.70  (feet)  COMP
 HY0099  MODELED GRAV-     979,970.2   (mgal)                       NAVD 88
 HY0099
 HY0099  VERT ORDER  -  SECOND    CLASS 0
 HY0099
 HY0099.The horizontal coordinates were scaled from a topographic map and have
 HY0099.an estimated accuracy of +/- 6 seconds.
 HY0099
 HY0099.The orthometric height was determined by differential leveling
 HY0099.and adjusted by the National Geodetic Survey in June 1991..
 HY0099
 HY0099.The geoid height was determined by GEOID03.
 HY0099
 HY0099.The dynamic height is computed by dividing the NAVD 88
 HY0099.geopotential number by the normal gravity value computed on the
 HY0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0099.degrees latitude (g = 980.6199 gals.).
 HY0099
 HY0099.The modeled gravity was interpolated from observed gravity values.
 HY0099
 HY0099;                    North         East    Units  Estimated Accuracy
 HY0099;SPC OH S     -    69,080.      602,880.      MT  (+/- 180 meters Scaled)
 HY0099
 HY0099                          SUPERSEDED SURVEY CONTROL
 HY0099
 HY0099  NGVD 29 (??/??/92)  193.461  (m)          634.71   (f) ADJ UNCH    2 0
 HY0099
 HY0099.Superseded values are not recommended for survey control.
 HY0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0099.See file dsdata.txt to determine how the superseded data were derived.
 HY0099
 HY0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC722758(NAD 83)
 HY0099_MARKER: DB = BENCH MARK DISK
 HY0099_SETTING: 66 = SET IN ROCK OUTCROP
 HY0099_SP_SET: ROCK CUT
 HY0099_STAMPING: B 210 1958
 HY0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0099+STABILITY: POSITION/ELEVATION WELL
 HY0099
 HY0099  HISTORY     - Date     Condition        Report By
 HY0099  HISTORY     - 1958     MONUMENTED       CGS
 HY0099  HISTORY     - 1976     GOOD             NGS
 HY0099
 HY0099                          STATION DESCRIPTION
 HY0099
 HY0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0099'0.6 MI SW FROM WILGUS.
 HY0099'ABOUT 0.65 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM ITS
 HY0099'JUNCTION WITH STATE HIGHWAY 775 AT WILGUS, IN SECTION 30, T 3N,
 HY0099'R 16W, ABOUT 0.5 MILE SOUTHWEST OF A 20-FOOT CONCRETE BRIDGE,
 HY0099'ABOUT 98 YARDS SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTH
 HY0099'CORNER OF A TWO-STORY FARM HOUSE, SET VERTICALLY IN THE
 HY0099'NORTHWEST FACE OF A LARGE ROCK CUT SOUTHEAST OF THE HIGHWAY,
 HY0099'24 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET
 HY0099'NORTHEAST OF THE SOUTHWEST END OF THE CUT, 150 FEET SOUTHWEST
 HY0099'OF A 6-FOOT BOX CULVERT, ABOUT 2 1/2 FEET ABOVE THE GROUND AND
 HY0099'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 HY0099
 HY0099                          STATION RECOVERY (1976)
 HY0099
 HY0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1360 ***********************************************************************
 HY1360  DESIGNATION -  B 212
 HY1360  PID         -  HY1360
 HY1360  STATE/COUNTY-  OH/LAWRENCE
 HY1360  USGS QUAD   -  PEDRO (1983)
 HY1360
 HY1360                         *CURRENT SURVEY CONTROL
 HY1360  ___________________________________________________________________
 HY1360* NAD 83(1986)-  38 38 18.     (N)    082 40 50.     (W)     SCALED    
 HY1360* NAVD 88     -       181.097  (meters)     594.15   (feet)  ADJUSTED  
 HY1360  ___________________________________________________________________
 HY1360  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HY1360  DYNAMIC HT  -         180.981 (meters)     593.77  (feet)  COMP
 HY1360  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 HY1360
 HY1360  VERT ORDER  -  SECOND    CLASS 0
 HY1360
 HY1360.The horizontal coordinates were scaled from a topographic map and have
 HY1360.an estimated accuracy of +/- 6 seconds.
 HY1360
 HY1360.The orthometric height was determined by differential leveling
 HY1360.and adjusted by the National Geodetic Survey in June 1991..
 HY1360
 HY1360.The geoid height was determined by GEOID03.
 HY1360
 HY1360.The dynamic height is computed by dividing the NAVD 88
 HY1360.geopotential number by the normal gravity value computed on the
 HY1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1360.degrees latitude (g = 980.6199 gals.).
 HY1360
 HY1360.The modeled gravity was interpolated from observed gravity values.
 HY1360
 HY1360;                    North         East    Units  Estimated Accuracy
 HY1360;SPC OH S     -    70,880.      584,280.      MT  (+/- 180 meters Scaled)
 HY1360
 HY1360                          SUPERSEDED SURVEY CONTROL
 HY1360
 HY1360  NGVD 29 (??/??/92)  181.284  (m)          594.76   (f) ADJ UNCH    2 0
 HY1360
 HY1360.Superseded values are not recommended for survey control.
 HY1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1360.See file dsdata.txt to determine how the superseded data were derived.
 HY1360
 HY1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC537779(NAD 83)
 HY1360_MARKER: DB = BENCH MARK DISK
 HY1360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1360_SP_SET: BRIDGE
 HY1360_STAMPING: B 212 1958
 HY1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1360
 HY1360  HISTORY     - Date     Condition        Report By
 HY1360  HISTORY     - 1958     MONUMENTED       CGS
 HY1360
 HY1360                          STATION DESCRIPTION
 HY1360
 HY1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1360'1.2 MI NW FROM PEDRO.
 HY1360'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 75 FROM THE WEST
 HY1360'DRIVE TO SCHOOL AT PEDRO, IN SECTION 17, T 2N, R 18W, ABOUT 0.35
 HY1360'MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 522, SET IN THE TOP
 HY1360'OF THE WINGWALL AT THE SOUTHEAST CORNER OF A 40-FOOT BRIDGE OVER
 HY1360'LITTLE PINE CREEK, 12 1/2 FEET EAST OF THE CENTER LINE OF THE
 HY1360'HIGHWAY, 1/2 FOOT EAST OF THE EAST EDGE OF THE GUARD RAIL ALONG
 HY1360'THE EAST SIDE OF THE BRIDGE, ABOUT 1/2 FOOT BELOW THE LEVEL
 HY1360'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0974 ***********************************************************************
 HY0974  DESIGNATION -  B 213
 HY0974  PID         -  HY0974
 HY0974  STATE/COUNTY-  OH/LAWRENCE
 HY0974  USGS QUAD   -  ASHLAND (1985)
 HY0974
 HY0974                         *CURRENT SURVEY CONTROL
 HY0974  ___________________________________________________________________
 HY0974* NAD 83(1986)-  38 29 08.     (N)    082 38 13.     (W)     SCALED    
 HY0974* NAVD 88     -       180.743  (meters)     592.99   (feet)  ADJUSTED  
 HY0974  ___________________________________________________________________
 HY0974  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY0974  DYNAMIC HT  -         180.624 (meters)     592.60  (feet)  COMP
 HY0974  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 HY0974
 HY0974  VERT ORDER  -  SECOND    CLASS 0
 HY0974
 HY0974.The horizontal coordinates were scaled from a topographic map and have
 HY0974.an estimated accuracy of +/- 6 seconds.
 HY0974
 HY0974.The orthometric height was determined by differential leveling
 HY0974.and adjusted by the National Geodetic Survey in June 1991..
 HY0974
 HY0974.The geoid height was determined by GEOID03.
 HY0974
 HY0974.The dynamic height is computed by dividing the NAVD 88
 HY0974.geopotential number by the normal gravity value computed on the
 HY0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0974.degrees latitude (g = 980.6199 gals.).
 HY0974
 HY0974.The modeled gravity was interpolated from observed gravity values.
 HY0974
 HY0974;                    North         East    Units  Estimated Accuracy
 HY0974;SPC OH S     -    53,910.      588,050.      MT  (+/- 180 meters Scaled)
 HY0974
 HY0974                          SUPERSEDED SURVEY CONTROL
 HY0974
 HY0974  NGVD 29 (??/??/92)  180.933  (m)          593.61   (f) ADJ UNCH    2 0
 HY0974
 HY0974.Superseded values are not recommended for survey control.
 HY0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0974.See file dsdata.txt to determine how the superseded data were derived.
 HY0974
 HY0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC572609(NAD 83)
 HY0974_MARKER: DB = BENCH MARK DISK
 HY0974_SETTING: 66 = SET IN ROCK OUTCROP
 HY0974_SP_SET: ROCK CUT
 HY0974_STAMPING: B 213 1958
 HY0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0974+STABILITY: POSITION/ELEVATION WELL
 HY0974
 HY0974  HISTORY     - Date     Condition        Report By
 HY0974  HISTORY     - 1958     MONUMENTED       CGS
 HY0974
 HY0974                          STATION DESCRIPTION
 HY0974
 HY0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0974'0.2 MI E FROM COAL GROVE.
 HY0974'ABOUT 0.15 MILES EAST ALONG U.S. HIGHWAY 52 FROM THE OHIO RIVER
 HY0974'BRIDGE AT COAL GROVE, DIRECTLY ACROSS THE HIGHWAY FROM THE 5TH
 HY0974'TELEPHONE POLE EAST OF THE BRIDGE, SET VERTICALLY IN THE SOUTH
 HY0974'FACE OF A HUGE ROCK CUT NORTH OF THE HIGHWAY, AT A POINT WHERE
 HY0974'CUT TURNS SLIGHTLY AWAY FROM THE HIGHWAY, 33 FEET NORTH OF THE
 HY0974'CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HY0974'GROUND AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0181 ***********************************************************************
 HY0181  DESIGNATION -  B 214
 HY0181  PID         -  HY0181
 HY0181  STATE/COUNTY-  OH/LAWRENCE
 HY0181  USGS QUAD   -  WATERLOO (1988)
 HY0181
 HY0181                         *CURRENT SURVEY CONTROL
 HY0181  ___________________________________________________________________
 HY0181* NAD 83(1986)-  38 39 59.     (N)    082 29 58.     (W)     SCALED    
 HY0181* NAVD 88     -       184.239  (meters)     604.46   (feet)  ADJUSTED  
 HY0181  ___________________________________________________________________
 HY0181  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HY0181  DYNAMIC HT  -         184.120 (meters)     604.07  (feet)  COMP
 HY0181  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 HY0181
 HY0181  VERT ORDER  -  SECOND    CLASS 0
 HY0181
 HY0181.The horizontal coordinates were scaled from a topographic map and have
 HY0181.an estimated accuracy of +/- 6 seconds.
 HY0181
 HY0181.The orthometric height was determined by differential leveling
 HY0181.and adjusted by the National Geodetic Survey in June 1991..
 HY0181
 HY0181.The geoid height was determined by GEOID03.
 HY0181
 HY0181.The dynamic height is computed by dividing the NAVD 88
 HY0181.geopotential number by the normal gravity value computed on the
 HY0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0181.degrees latitude (g = 980.6199 gals.).
 HY0181
 HY0181.The modeled gravity was interpolated from observed gravity values.
 HY0181
 HY0181;                    North         East    Units  Estimated Accuracy
 HY0181;SPC OH S     -    73,980.      600,050.      MT  (+/- 180 meters Scaled)
 HY0181
 HY0181                          SUPERSEDED SURVEY CONTROL
 HY0181
 HY0181  NGVD 29 (??/??/92)  184.426  (m)          605.07   (f) ADJ UNCH    2 0
 HY0181
 HY0181.Superseded values are not recommended for survey control.
 HY0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0181.See file dsdata.txt to determine how the superseded data were derived.
 HY0181
 HY0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC695808(NAD 83)
 HY0181_MARKER: DB = BENCH MARK DISK
 HY0181_SETTING: 66 = SET IN ROCK OUTCROP
 HY0181_SP_SET: ROCK CLIFF
 HY0181_STAMPING: B 214 1958
 HY0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0181+STABILITY: POSITION/ELEVATION WELL
 HY0181
 HY0181  HISTORY     - Date     Condition        Report By
 HY0181  HISTORY     - 1958     MONUMENTED       CGS
 HY0181
 HY0181                          STATION DESCRIPTION
 HY0181
 HY0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0181'1.3 MI W FROM ARABIA.
 HY0181'ABOUT 1.3 MILES WEST ALONG A GRAVEL ROAD FROM THE FIRST
 HY0181'MISSIONARY BAPTIST CHURCH AT ARABIA, IN SECTION 11, T 3 N,
 HY0181'R 17 W, ABOUT 0.6 MILE WEST OF A SIDE ROAD SOUTH, ABOUT 0.6
 HY0181'MILES NORTHEAST OF A SIDE ROAD WEST, ON THE INSIDE AND AT THE
 HY0181'EAST END OF A CURVE WITH TANGENTS TO THE EAST AND NORTHWEST,
 HY0181'SET VERTICALLY IN THE SOUTH FACE OF A ROCK CLIFF ABOUT 65 FEET
 HY0181'LONG AND 12 FEET HIGH AT THE HIGHEST POINT, 35 FEET NORTH OF THE
 HY0181'CENTER LINE OF THE ROAD, 3 FEET WEST OF THE EAST END OF THE
 HY0181'ROCK, 1 FOOT ABOVE THE GROUND AND ABOUT 6 FEET ABOVE THE LEVEL
 HY0181'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0636 ***********************************************************************
 JY0636  DESIGNATION -  B 215
 JY0636  PID         -  JY0636
 JY0636  STATE/COUNTY-  OH/JACKSON
 JY0636  USGS QUAD   -  WELLSTON (1995)
 JY0636
 JY0636                         *CURRENT SURVEY CONTROL
 JY0636  ___________________________________________________________________
 JY0636* NAD 83(1986)-  39 04 25.     (N)    082 36 03.     (W)     SCALED    
 JY0636* NAVD 88     -       210.607  (meters)     690.97   (feet)  ADJUSTED  
 JY0636  ___________________________________________________________________
 JY0636  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JY0636  DYNAMIC HT  -         210.475 (meters)     690.53  (feet)  COMP
 JY0636  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 JY0636
 JY0636  VERT ORDER  -  SECOND    CLASS 0
 JY0636
 JY0636.The horizontal coordinates were scaled from a topographic map and have
 JY0636.an estimated accuracy of +/- 6 seconds.
 JY0636
 JY0636.The orthometric height was determined by differential leveling
 JY0636.and adjusted by the National Geodetic Survey in June 1991..
 JY0636
 JY0636.The geoid height was determined by GEOID03.
 JY0636
 JY0636.The dynamic height is computed by dividing the NAVD 88
 JY0636.geopotential number by the normal gravity value computed on the
 JY0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0636.degrees latitude (g = 980.6199 gals.).
 JY0636
 JY0636.The modeled gravity was interpolated from observed gravity values.
 JY0636
 JY0636;                    North         East    Units  Estimated Accuracy
 JY0636;SPC OH S     -   119,190.      591,280.      MT  (+/- 180 meters Scaled)
 JY0636
 JY0636                          SUPERSEDED SURVEY CONTROL
 JY0636
 JY0636  NGVD 29 (??/??/92)  210.782  (m)          691.54   (f) ADJ UNCH    2 0
 JY0636
 JY0636.Superseded values are not recommended for survey control.
 JY0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0636.See file dsdata.txt to determine how the superseded data were derived.
 JY0636
 JY0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD615261(NAD 83)
 JY0636_MARKER: DB = BENCH MARK DISK
 JY0636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0636_SP_SET: BRIDGE
 JY0636_STAMPING: B 215 1958
 JY0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0636
 JY0636  HISTORY     - Date     Condition        Report By
 JY0636  HISTORY     - 1958     MONUMENTED       CGS
 JY0636  HISTORY     - 1976     GOOD             NGS
 JY0636
 JY0636                          STATION DESCRIPTION
 JY0636
 JY0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0636'3 MI E FROM JACKSON.
 JY0636'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 35 FROM THE COURT
 JY0636'HOUSE AT JACKSON, THENCE ABOUT 2.5 MILES EAST ALONG STATE HIGHWAY
 JY0636'124, AT THE JUNCTION OF STATE HIGHWAY 788 LEADING NORTHEAST,
 JY0636'IN THE TOP OF THE WING WALL AT THE NORTHWEST CORNER OF A 45-FOOT
 JY0636'BRIDGE ON HIGHWAY 124, 16 FEET NORTH OF CENTER LINE OF HIGHWAY
 JY0636'124, 120 FEET EAST OF CENTER OF JUNCTION AND ABOUT LEVEL WITH
 JY0636'HIGHWAY.
 JY0636
 JY0636                          STATION RECOVERY (1976)
 JY0636
 JY0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0636'ABOUT 0.5 MILE NORTH ALONG US HIGHWAY 35 FROM THE COURT HOUSE IN
 JY0636'JACKSON THENCE 2.5 MILES EAST ALONG OLD STATE HIGHWAY 124 AT THE
 JY0636'JUNCTION OF STATE HIGHWAY 788 LEADING NORTHEAST IN THE TOP OF THE
 JY0636'WINGWALL AT THE NORTHEAST CORNER OF A 45 FOOT BRIDGE 16 FEET NORTH OF
 JY0636'CENTER LINE OF THE HIGHWAY 120 FEET EAST OF THE CENTER OF THE
 JY0636'JUNCTION AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1512 ***********************************************************************
 HY1512  DESIGNATION -  B 216
 HY1512  PID         -  HY1512
 HY1512  STATE/COUNTY-  OH/SCIOTO
 HY1512  USGS QUAD   -  WAKEFIELD (1986)
 HY1512
 HY1512                         *CURRENT SURVEY CONTROL
 HY1512  ___________________________________________________________________
 HY1512* NAD 83(1986)-  38 56 16.     (N)    083 01 19.     (W)     SCALED    
 HY1512* NAVD 88     -       171.991  (meters)     564.27   (feet)  ADJUSTED  
 HY1512  ___________________________________________________________________
 HY1512  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 HY1512  DYNAMIC HT  -         171.885 (meters)     563.93  (feet)  COMP
 HY1512  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 HY1512
 HY1512  VERT ORDER  -  FIRST     CLASS I
 HY1512
 HY1512.The horizontal coordinates were scaled from a topographic map and have
 HY1512.an estimated accuracy of +/- 6 seconds.
 HY1512
 HY1512.The orthometric height was determined by differential leveling
 HY1512.and adjusted by the National Geodetic Survey in June 1991..
 HY1512.WARNING-Repeat measurements at this control monument indicate possible
 HY1512.vertical movement.
 HY1512
 HY1512.The geoid height was determined by GEOID03.
 HY1512
 HY1512.The dynamic height is computed by dividing the NAVD 88
 HY1512.geopotential number by the normal gravity value computed on the
 HY1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1512.degrees latitude (g = 980.6199 gals.).
 HY1512
 HY1512.The modeled gravity was interpolated from observed gravity values.
 HY1512
 HY1512;                    North         East    Units  Estimated Accuracy
 HY1512;SPC OH S     -   104,240.      554,750.      MT  (+/- 180 meters Scaled)
 HY1512
 HY1512                          SUPERSEDED SURVEY CONTROL
 HY1512
 HY1512  NGVD 29 (??/??/92)  172.169  (m)          564.86   (f) ADJ UNCH    1 1
 HY1512
 HY1512.Superseded values are not recommended for survey control.
 HY1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1512.See file dsdata.txt to determine how the superseded data were derived.
 HY1512
 HY1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD247118(NAD 83)
 HY1512_MARKER: DB = BENCH MARK DISK
 HY1512_SETTING: 66 = SET IN ROCK OUTCROP
 HY1512_SP_SET: ROCK CUT
 HY1512_STAMPING: B 216 1958
 HY1512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1512+STABILITY: POSITION/ELEVATION WELL
 HY1512
 HY1512  HISTORY     - Date     Condition        Report By
 HY1512  HISTORY     - 1958     MONUMENTED       CGS
 HY1512  HISTORY     - 1967     GOOD             NGS
 HY1512
 HY1512                          STATION DESCRIPTION
 HY1512
 HY1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1512'2.4 MI S FROM WAKEFIELD.
 HY1512'ABOUT 2.4 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HY1512'THE BRIDGE OVER SALT CREEK AT WAKEFIELD, SET VERTICALLY IN THE
 HY1512'WEST FACE OF A ROCK CUT WHICH IS ABOUT 10 FEET LONG AND 3 1/2
 HY1512'FEET HIGH, 253 FEET SOUTH OF MILEPOST N 622, 253 1/2 FEET NORTH
 HY1512'OF THE CENTER LINE OF BLAKEMAN ROAD, 19.0 FEET EAST OF THE EAST
 HY1512'RAIL OF THE EAST TRACK, 69 FEET SOUTH OF THE DIRT END OF THE CUT
 HY1512'AND 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0967 ***********************************************************************
 JY0967  DESIGNATION -  B 217
 JY0967  PID         -  JY0967
 JY0967  STATE/COUNTY-  OH/PIKE
 JY0967  USGS QUAD   -  PIKETON (1979)
 JY0967
 JY0967                         *CURRENT SURVEY CONTROL
 JY0967  ___________________________________________________________________
 JY0967* NAD 83(1986)-  39 02 50.     (N)    083 00 51.     (W)     SCALED    
 JY0967* NAVD 88     -       171.507  (meters)     562.69   (feet)  ADJUSTED  
 JY0967  ___________________________________________________________________
 JY0967  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JY0967  DYNAMIC HT  -         171.402 (meters)     562.34  (feet)  COMP
 JY0967  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 JY0967
 JY0967  VERT ORDER  -  SECOND    CLASS 0
 JY0967
 JY0967.The horizontal coordinates were scaled from a topographic map and have
 JY0967.an estimated accuracy of +/- 6 seconds.
 JY0967
 JY0967.The orthometric height was determined by differential leveling
 JY0967.and adjusted by the National Geodetic Survey in June 1991..
 JY0967
 JY0967.The geoid height was determined by GEOID03.
 JY0967
 JY0967.The dynamic height is computed by dividing the NAVD 88
 JY0967.geopotential number by the normal gravity value computed on the
 JY0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0967.degrees latitude (g = 980.6199 gals.).
 JY0967
 JY0967.The modeled gravity was interpolated from observed gravity values.
 JY0967
 JY0967;                    North         East    Units  Estimated Accuracy
 JY0967;SPC OH S     -   116,380.      555,490.      MT  (+/- 180 meters Scaled)
 JY0967
 JY0967                          SUPERSEDED SURVEY CONTROL
 JY0967
 JY0967  NGVD 29 (??/??/92)  171.668  (m)          563.21   (f) ADJ UNCH    2 0
 JY0967
 JY0967.Superseded values are not recommended for survey control.
 JY0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0967.See file dsdata.txt to determine how the superseded data were derived.
 JY0967
 JY0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD256239(NAD 83)
 JY0967_MARKER: DB = BENCH MARK DISK
 JY0967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0967_SP_SET: PIER
 JY0967_STAMPING: B 217 1958
 JY0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0967
 JY0967  HISTORY     - Date     Condition        Report By
 JY0967  HISTORY     - 1958     MONUMENTED       CGS
 JY0967
 JY0967                          STATION DESCRIPTION
 JY0967
 JY0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0967'2.1 MI S FROM PIKETON.
 JY0967'ABOUT 1.45 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0967'FROM THE STATION AT PIKETON, THENCE ABOUT 0.65 MILE EAST ALONG
 JY0967'STATE HIGHWAY 124, ABOUT 1.1 MILES WEST OF A CROSSROAD (ROAD
 JY0967'LEADING SOUTH TO ATOMIC PLANT), SET VERTICALLY IN THE SOUTHEAST
 JY0967'FACE OF THE CENTER PIER OVERPASS OF A SPUR TRACK OF N. AND W.
 JY0967'RY. OVER THE HIGHWAY, 25 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 JY0967'6 1/2 FEET SOUTHWEST OF EAST CORNER OF PIER AND 2 1/2 FEET ABOVE
 JY0967'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0570 ***********************************************************************
 JY0570  DESIGNATION -  B 219
 JY0570  PID         -  JY0570
 JY0570  STATE/COUNTY-  OH/PIKE
 JY0570  USGS QUAD   -  BEAVER (1964)
 JY0570
 JY0570                         *CURRENT SURVEY CONTROL
 JY0570  ___________________________________________________________________
 JY0570* NAD 83(1986)-  39 06 51.     (N)    082 50 54.     (W)     SCALED    
 JY0570* NAVD 88     -       209.435  (meters)     687.12   (feet)  ADJUSTED  
 JY0570  ___________________________________________________________________
 JY0570  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JY0570  DYNAMIC HT  -         209.304 (meters)     686.69  (feet)  COMP
 JY0570  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 JY0570
 JY0570  VERT ORDER  -  SECOND    CLASS 0
 JY0570
 JY0570.The horizontal coordinates were scaled from a topographic map and have
 JY0570.an estimated accuracy of +/- 6 seconds.
 JY0570
 JY0570.The orthometric height was determined by differential leveling
 JY0570.and adjusted by the National Geodetic Survey in June 1991..
 JY0570
 JY0570.The geoid height was determined by GEOID03.
 JY0570
 JY0570.The dynamic height is computed by dividing the NAVD 88
 JY0570.geopotential number by the normal gravity value computed on the
 JY0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0570.degrees latitude (g = 980.6199 gals.).
 JY0570
 JY0570.The modeled gravity was interpolated from observed gravity values.
 JY0570
 JY0570;                    North         East    Units  Estimated Accuracy
 JY0570;SPC OH S     -   123,750.      569,880.      MT  (+/- 180 meters Scaled)
 JY0570
 JY0570                          SUPERSEDED SURVEY CONTROL
 JY0570
 JY0570  NGVD 29 (??/??/92)  209.596  (m)          687.65   (f) ADJ UNCH    2 0
 JY0570
 JY0570.Superseded values are not recommended for survey control.
 JY0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0570.See file dsdata.txt to determine how the superseded data were derived.
 JY0570
 JY0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD402310(NAD 83)
 JY0570_MARKER: DB = BENCH MARK DISK
 JY0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0570_STAMPING: B 219 1958
 JY0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0570+STABILITY: SURFACE MOTION
 JY0570
 JY0570  HISTORY     - Date     Condition        Report By
 JY0570  HISTORY     - 1958     MONUMENTED       CGS
 JY0570  HISTORY     - 1976     GOOD             NGS
 JY0570
 JY0570                          STATION DESCRIPTION
 JY0570
 JY0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0570'5.8 MI SE FROM OMEGA.
 JY0570'ABOUT 5.8 MILES SOUTHEAST ALONG STATE HIGHWAY 335 FROM THE
 JY0570'CROSSING OF THE NORFOLK AND WESTERN RAILWAY AT OMEGA, AT THE
 JY0570'JUNCTION OF A DRIVE NORTHEAST TO A HOUSE WITH BRICK SIDING, 37
 JY0570'FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 93 FEET NORTHWEST OF
 JY0570'CENTER LINE OF DRIVE, 23 1/2 FEET EAST OF A POWER POLE WITH A
 JY0570'TRANSFORMER, 17 FEET NORTH OF A 12-INCH WALNUT TREE, 5 1/2 FEET
 JY0570'NORTHEAST OF A FENCE CORNER, 1 1/2 FEET SOUTHEAST OF A FENCE LINE,
 JY0570'2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT 10 FEET ABOVE
 JY0570'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JY0570'3 INCHES.
 JY0570
 JY0570                          STATION RECOVERY (1976)
 JY0570
 JY0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0622 ***********************************************************************
 JY0622  DESIGNATION -  B 220
 JY0622  PID         -  JY0622
 JY0622  STATE/COUNTY-  OH/JACKSON
 JY0622  USGS QUAD   -  BEAVER (1964)
 JY0622
 JY0622                         *CURRENT SURVEY CONTROL
 JY0622  ___________________________________________________________________
 JY0622* NAD 83(1986)-  39 01 46.     (N)    082 45 29.     (W)     SCALED    
 JY0622* NAVD 88     -       229.466  (meters)     752.84   (feet)  ADJUSTED  
 JY0622  ___________________________________________________________________
 JY0622  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JY0622  DYNAMIC HT  -         229.319 (meters)     752.36  (feet)  COMP
 JY0622  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 JY0622
 JY0622  VERT ORDER  -  SECOND    CLASS 0
 JY0622
 JY0622.The horizontal coordinates were scaled from a topographic map and have
 JY0622.an estimated accuracy of +/- 6 seconds.
 JY0622
 JY0622.The orthometric height was determined by differential leveling
 JY0622.and adjusted by the National Geodetic Survey in June 1991..
 JY0622
 JY0622.The geoid height was determined by GEOID03.
 JY0622
 JY0622.The dynamic height is computed by dividing the NAVD 88
 JY0622.geopotential number by the normal gravity value computed on the
 JY0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0622.degrees latitude (g = 980.6199 gals.).
 JY0622
 JY0622.The modeled gravity was interpolated from observed gravity values.
 JY0622
 JY0622;                    North         East    Units  Estimated Accuracy
 JY0622;SPC OH S     -   114,310.      577,660.      MT  (+/- 180 meters Scaled)
 JY0622
 JY0622                          SUPERSEDED SURVEY CONTROL
 JY0622
 JY0622  NGVD 29 (??/??/92)  229.631  (m)          753.38   (f) ADJ UNCH    2 0
 JY0622
 JY0622.Superseded values are not recommended for survey control.
 JY0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0622.See file dsdata.txt to determine how the superseded data were derived.
 JY0622
 JY0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD478215(NAD 83)
 JY0622_MARKER: DB = BENCH MARK DISK
 JY0622_SETTING: 80 = SET IN A BOULDER
 JY0622_SP_SET: BOULDER
 JY0622_STAMPING: B 220 1958
 JY0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0622+STABILITY: SURFACE MOTION
 JY0622
 JY0622  HISTORY     - Date     Condition        Report By
 JY0622  HISTORY     - 1958     MONUMENTED       CGS
 JY0622  HISTORY     - 1976     GOOD             NGS
 JY0622
 JY0622                          STATION DESCRIPTION
 JY0622
 JY0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0622'3.9 MI E FROM BEAVER.
 JY0622'ABOUT 3.9 MILES EAST ALONG STATE HIGHWAY 124 FROM THE HIGH
 JY0622'SCHOOL AT BEAVER, ON THE EAST SLOPE OF A GRADE AND NEAR A WHITE
 JY0622'FARM HOUSE, SET IN THE TOP OF THE SOUTHEAST ONE OF TWO EMBEDDED
 JY0622'BOULDER WHICH ARE LOCATED IN SOUTHWEST CORNER OF LAWN OF HOUSE,
 JY0622'42 FEET NORTH OF CENTER LINE OF HIGHWAY, 31 FEET SOUTHWEST
 JY0622'OF SOUTHWEST CORNER OF HOUSE AND ABOUT 6 FEET ABOVE LEVEL OF
 JY0622'ROAD.
 JY0622
 JY0622                          STATION RECOVERY (1976)
 JY0622
 JY0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1329 ***********************************************************************
 HY1329  DESIGNATION -  B 221
 HY1329  PID         -  HY1329
 HY1329  STATE/COUNTY-  OH/SCIOTO
 HY1329  USGS QUAD   -  PEDRO (1983)
 HY1329
 HY1329                         *CURRENT SURVEY CONTROL
 HY1329  ___________________________________________________________________
 HY1329* NAD 83(1986)-  38 42 32.     (N)    082 42 55.     (W)     SCALED    
 HY1329* NAVD 88     -       197.130  (meters)     646.75   (feet)  ADJUSTED  
 HY1329  ___________________________________________________________________
 HY1329  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 HY1329  DYNAMIC HT  -         197.005 (meters)     646.34  (feet)  COMP
 HY1329  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 HY1329
 HY1329  VERT ORDER  -  SECOND    CLASS 0
 HY1329
 HY1329.The horizontal coordinates were scaled from a topographic map and have
 HY1329.an estimated accuracy of +/- 6 seconds.
 HY1329
 HY1329.The orthometric height was determined by differential leveling
 HY1329.and adjusted by the National Geodetic Survey in June 1991..
 HY1329
 HY1329.The geoid height was determined by GEOID03.
 HY1329
 HY1329.The dynamic height is computed by dividing the NAVD 88
 HY1329.geopotential number by the normal gravity value computed on the
 HY1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1329.degrees latitude (g = 980.6199 gals.).
 HY1329
 HY1329.The modeled gravity was interpolated from observed gravity values.
 HY1329
 HY1329;                    North         East    Units  Estimated Accuracy
 HY1329;SPC OH S     -    78,720.      581,280.      MT  (+/- 180 meters Scaled)
 HY1329
 HY1329                          SUPERSEDED SURVEY CONTROL
 HY1329
 HY1329  NGVD 29 (??/??/92)  197.31   (m)          647.3    (f) COMPUTED    2 0
 HY1329
 HY1329.Superseded values are not recommended for survey control.
 HY1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1329.See file dsdata.txt to determine how the superseded data were derived.
 HY1329
 HY1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC508858(NAD 83)
 HY1329_MARKER: DB = BENCH MARK DISK
 HY1329_SETTING: 66 = SET IN ROCK OUTCROP
 HY1329_SP_SET: ROCK CUT
 HY1329_STAMPING: B 211 1958
 HY1329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1329+STABILITY: POSITION/ELEVATION WELL
 HY1329
 HY1329  HISTORY     - Date     Condition        Report By
 HY1329  HISTORY     - 1958     MONUMENTED       CGS
 HY1329
 HY1329                          STATION DESCRIPTION
 HY1329
 HY1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1329'2.9 MI SE FROM LYRA.
 HY1329'ABOUT 0.65 MILE EAST ALONG BLACKTOP ROAD FROM THE SCHOOL AT
 HY1329'LYRA, THENCE 1.0 MILES SOUTH ALONG GRAVEL ROAD, THENCE 1.25
 HY1329'MILE SOUTHEAST ALONG GRAVEL ROAD, IN SECTION 24, T 3N, R 19W,
 HY1329'IN THE INSIDE OF A LONG CURVE WITH TANGENTS TO THE NORTH AND
 HY1329'EAST, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK THAT IS
 HY1329'PART OF A DEEP CUT NORTHEAST OF THE ROAD, 26 FEET NORTHEAST OF THE
 HY1329'CENTER LINE OF THE ROAD, 90 FEET SOUTHEAST OF THE NORTHWEST END
 HY1329'OF THE CUT, ABOUT 30 FEET NORTHWEST OF THE HIGHEST PART OF THE
 HY1329'CUT, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0650 ***********************************************************************
 JY0650  DESIGNATION -  B 221
 JY0650  PID         -  JY0650
 JY0650  STATE/COUNTY-  OH/JACKSON
 JY0650  USGS QUAD   -  WELLSTON (1995)
 JY0650
 JY0650                         *CURRENT SURVEY CONTROL
 JY0650  ___________________________________________________________________
 JY0650* NAD 83(1986)-  39 07 06.     (N)    082 32 00.     (W)     SCALED    
 JY0650* NAVD 88     -       216.739  (meters)     711.08   (feet)  ADJUSTED  
 JY0650  ___________________________________________________________________
 JY0650  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JY0650  DYNAMIC HT  -         216.604 (meters)     710.64  (feet)  COMP
 JY0650  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 JY0650
 JY0650  VERT ORDER  -  SECOND    CLASS 0
 JY0650
 JY0650.The horizontal coordinates were scaled from a topographic map and have
 JY0650.an estimated accuracy of +/- 6 seconds.
 JY0650
 JY0650.The orthometric height was determined by differential leveling
 JY0650.and adjusted by the National Geodetic Survey in June 1991..
 JY0650
 JY0650.The geoid height was determined by GEOID03.
 JY0650
 JY0650.The dynamic height is computed by dividing the NAVD 88
 JY0650.geopotential number by the normal gravity value computed on the
 JY0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0650.degrees latitude (g = 980.6199 gals.).
 JY0650
 JY0650.The modeled gravity was interpolated from observed gravity values.
 JY0650
 JY0650;                    North         East    Units  Estimated Accuracy
 JY0650;SPC OH S     -   124,150.      597,120.      MT  (+/- 180 meters Scaled)
 JY0650
 JY0650                          SUPERSEDED SURVEY CONTROL
 JY0650
 JY0650  NGVD 29 (??/??/92)  216.912  (m)          711.65   (f) ADJ UNCH    2 0
 JY0650
 JY0650.Superseded values are not recommended for survey control.
 JY0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0650.See file dsdata.txt to determine how the superseded data were derived.
 JY0650
 JY0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD674310(NAD 83)
 JY0650_MARKER: DB = BENCH MARK DISK
 JY0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0650_SP_SET: BUILDING
 JY0650_STAMPING: B 221 1958
 JY0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0650
 JY0650  HISTORY     - Date     Condition        Report By
 JY0650  HISTORY     - 1958     MONUMENTED       CGS
 JY0650  HISTORY     - 1976     GOOD             NGS
 JY0650
 JY0650                          STATION DESCRIPTION
 JY0650
 JY0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0650'AT WELLSTON.
 JY0650'AT WELLSTON, ABOUT 0.25 MILE SOUTH ALONG STATE HIGHWAYS 75 AND
 JY0650'327 FROM THE FIRST BAPTIST CHURCH, AT THE CROSSING OF SOUTH
 JY0650'PENNSYLVANIA AVENUE AND EAST 6TH STREET, SET VERTICALLY IN THE
 JY0650'SOUTH FACE AT THE SOUTHWEST CORNER OF THE NORTHWEST WING OF THE
 JY0650'HIGH SCHOOL, 7 FEET EAST OF SOUTHWEST CORNER AND 2 FEET ABOVE
 JY0650'GROUND.
 JY0650
 JY0650                          STATION RECOVERY (1976)
 JY0650
 JY0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0650'STATE HIGHWAYS ARE NOW 93 AND 327.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0382 ***********************************************************************
 HY0382  DESIGNATION -  B 222
 HY0382  PID         -  HY0382
 HY0382  STATE/COUNTY-  OH/GALLIA
 HY0382  USGS QUAD   -  RIO GRANDE (1975)
 HY0382
 HY0382                         *CURRENT SURVEY CONTROL
 HY0382  ___________________________________________________________________
 HY0382* NAD 83(1986)-  38 59 06.     (N)    082 24 16.     (W)     SCALED    
 HY0382* NAVD 88     -       191.070  (meters)     626.87   (feet)  ADJUSTED  
 HY0382  ___________________________________________________________________
 HY0382  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HY0382  DYNAMIC HT  -         190.949 (meters)     626.47  (feet)  COMP
 HY0382  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 HY0382
 HY0382  VERT ORDER  -  SECOND    CLASS 0
 HY0382
 HY0382.The horizontal coordinates were scaled from a topographic map and have
 HY0382.an estimated accuracy of +/- 6 seconds.
 HY0382
 HY0382.The orthometric height was determined by differential leveling
 HY0382.and adjusted by the National Geodetic Survey in June 1991..
 HY0382
 HY0382.The geoid height was determined by GEOID03.
 HY0382
 HY0382.The dynamic height is computed by dividing the NAVD 88
 HY0382.geopotential number by the normal gravity value computed on the
 HY0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0382.degrees latitude (g = 980.6199 gals.).
 HY0382
 HY0382.The modeled gravity was interpolated from observed gravity values.
 HY0382
 HY0382;                    North         East    Units  Estimated Accuracy
 HY0382;SPC OH S     -   109,350.      608,280.      MT  (+/- 180 meters Scaled)
 HY0382
 HY0382                          SUPERSEDED SURVEY CONTROL
 HY0382
 HY0382  NGVD 29 (??/??/92)  191.249  (m)          627.46   (f) ADJ UNCH    2 0
 HY0382
 HY0382.Superseded values are not recommended for survey control.
 HY0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0382.See file dsdata.txt to determine how the superseded data were derived.
 HY0382
 HY0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD783160(NAD 83)
 HY0382_MARKER: DB = BENCH MARK DISK
 HY0382_SETTING: 66 = SET IN ROCK OUTCROP
 HY0382_SP_SET: ROCK OUTCROP
 HY0382_STAMPING: B 222 1958
 HY0382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0382+STABILITY: POSITION/ELEVATION WELL
 HY0382
 HY0382  HISTORY     - Date     Condition        Report By
 HY0382  HISTORY     - 1958     MONUMENTED       CGS
 HY0382
 HY0382                          STATION DESCRIPTION
 HY0382
 HY0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0382'8.6 MI E FROM RIDGELAND.
 HY0382'ABOUT 7.85 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HY0382'OF STATE HIGHWAY 327 AT RIDGELAND, THENCE ABOUT 0.7 MILE SOUTHEAST
 HY0382'ALONG A NARROW GRAVEL ROAD, ABOUT 45 YARDS SOUTHEAST OF THE
 HY0382'CENTER OF A SMALL RAVINE, SET VERTICALLY IN THE SOUTHWEST FACE
 HY0382'OF A LONG LOW ROCK THAT IS PART OF A LARGE ROCK OUTCROP, 10
 HY0382'FEET NORTHEAST OF CENTER LINE OF ROAD, 72 FEET NORTHWEST OF THE
 HY0382'SOUTHEAST END OF ROCK AMD THE TOP OF A SHORT STEEP GRADE, AND
 HY0382'ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0346 ***********************************************************************
 JY0346  DESIGNATION -  B 223
 JY0346  PID         -  JY0346
 JY0346  STATE/COUNTY-  OH/MEIGS
 JY0346  USGS QUAD   -  RUTLAND (1995)
 JY0346
 JY0346                         *CURRENT SURVEY CONTROL
 JY0346  ___________________________________________________________________
 JY0346* NAD 83(1986)-  39 02 32.     (N)    082 12 03.     (W)     SCALED    
 JY0346* NAVD 88     -       201.333  (meters)     660.54   (feet)  ADJUSTED  
 JY0346  ___________________________________________________________________
 JY0346  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JY0346  DYNAMIC HT  -         201.207 (meters)     660.13  (feet)  COMP
 JY0346  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JY0346
 JY0346  VERT ORDER  -  SECOND    CLASS 0
 JY0346
 JY0346.The horizontal coordinates were scaled from a topographic map and have
 JY0346.an estimated accuracy of +/- 6 seconds.
 JY0346
 JY0346.The orthometric height was determined by differential leveling
 JY0346.and adjusted by the National Geodetic Survey in June 1991..
 JY0346
 JY0346.The geoid height was determined by GEOID03.
 JY0346
 JY0346.The dynamic height is computed by dividing the NAVD 88
 JY0346.geopotential number by the normal gravity value computed on the
 JY0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0346.degrees latitude (g = 980.6199 gals.).
 JY0346
 JY0346.The modeled gravity was interpolated from observed gravity values.
 JY0346
 JY0346;                    North         East    Units  Estimated Accuracy
 JY0346;SPC OH S     -   115,740.      625,900.      MT  (+/- 180 meters Scaled)
 JY0346
 JY0346                          SUPERSEDED SURVEY CONTROL
 JY0346
 JY0346  NGVD 29 (??/??/92)  201.523  (m)          661.16   (f) ADJ UNCH    2 0
 JY0346
 JY0346.Superseded values are not recommended for survey control.
 JY0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0346.See file dsdata.txt to determine how the superseded data were derived.
 JY0346
 JY0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD960221(NAD 83)
 JY0346_MARKER: DB = BENCH MARK DISK
 JY0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0346_SP_SET: BRIDGE
 JY0346_STAMPING: B 223 1958
 JY0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0346
 JY0346  HISTORY     - Date     Condition        Report By
 JY0346  HISTORY     - 1958     MONUMENTED       CGS
 JY0346
 JY0346                          STATION DESCRIPTION
 JY0346
 JY0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0346'0.8 MI W FROM LANGSVILLE.
 JY0346'ABOUT 0.85 MILE WEST ALONG STATE HIGHWAY 124 FROM THE BRIDGE
 JY0346'OVER LEADING CREEK AT LANGSVILLE, 21 FEET SOUTH OF THE CENTER
 JY0346'LINE OF THE HIGHWAY, 9 FEET NORTH OF THE CENTER LINE OF A DRIVE
 JY0346'TO A HOUSE, IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL
 JY0346'OF A SMALL CONCRETE BRIDGE UNDER DRIVE TO FARM HOUSE, AND ABOUT
 JY0346'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0361 ***********************************************************************
 JY0361  DESIGNATION -  B 224
 JY0361  PID         -  JY0361
 JY0361  STATE/COUNTY-  OH/MEIGS
 JY0361  USGS QUAD   -  RUTLAND (1995)
 JY0361
 JY0361                         *CURRENT SURVEY CONTROL
 JY0361  ___________________________________________________________________
 JY0361* NAD 83(1986)-  39 03 16.     (N)    082 11 43.     (W)     SCALED    
 JY0361* NAVD 88     -       178.462  (meters)     585.50   (feet)  ADJUSTED  
 JY0361  ___________________________________________________________________
 JY0361  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JY0361  DYNAMIC HT  -         178.349 (meters)     585.13  (feet)  COMP
 JY0361  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 JY0361
 JY0361  VERT ORDER  -  SECOND    CLASS 0
 JY0361
 JY0361.The horizontal coordinates were scaled from a topographic map and have
 JY0361.an estimated accuracy of +/- 6 seconds.
 JY0361
 JY0361.The orthometric height was determined by differential leveling
 JY0361.and adjusted by the National Geodetic Survey in June 1991..
 JY0361
 JY0361.The geoid height was determined by GEOID03.
 JY0361
 JY0361.The dynamic height is computed by dividing the NAVD 88
 JY0361.geopotential number by the normal gravity value computed on the
 JY0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0361.degrees latitude (g = 980.6199 gals.).
 JY0361
 JY0361.The modeled gravity was interpolated from observed gravity values.
 JY0361
 JY0361;                    North         East    Units  Estimated Accuracy
 JY0361;SPC OH S     -   117,100.      626,380.      MT  (+/- 180 meters Scaled)
 JY0361
 JY0361                          SUPERSEDED SURVEY CONTROL
 JY0361
 JY0361  NGVD 29 (??/??/92)  178.653  (m)          586.13   (f) ADJ UNCH    2 0
 JY0361
 JY0361.Superseded values are not recommended for survey control.
 JY0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0361.See file dsdata.txt to determine how the superseded data were derived.
 JY0361
 JY0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD965234(NAD 83)
 JY0361_MARKER: DB = BENCH MARK DISK
 JY0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0361_SP_SET: ABUTMENT
 JY0361_STAMPING: B 224 1958
 JY0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0361
 JY0361  HISTORY     - Date     Condition        Report By
 JY0361  HISTORY     - 1958     MONUMENTED       CGS
 JY0361
 JY0361                          STATION DESCRIPTION
 JY0361
 JY0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0361'1.2 MI NW FROM LANGSVILLE.
 JY0361'ABOUT 1.25 MILES NORTHWEST ALONG A GRAVEL ROAD LEADING TO
 JY0361'DEXTER FROM THE JUNCTION OF STATE HIGHWAY 124 AT LANGSVILLE,
 JY0361'124 FEET WEST OF CENTER LINE OF ROAD, ALONG THE NEW YORK
 JY0361'CENTRAL RAILROAD, IN THE TOP OF EAST END OF BRIDGE SEAT OF
 JY0361'SOUTH CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 470 OVER LEADING
 JY0361'CREEK, 10 FEET EAST OF EAST RAIL, 1 1/2 FEET SOUTH OF NORTH EDGE
 JY0361'OF BRIDGE SEAT AND 6 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0231 ***********************************************************************
 JY0231  DESIGNATION -  B 225
 JY0231  PID         -  JY0231
 JY0231  STATE/COUNTY-  OH/MEIGS
 JY0231  USGS QUAD   -  POMEROY (1992)
 JY0231
 JY0231                         *CURRENT SURVEY CONTROL
 JY0231  ___________________________________________________________________
 JY0231* NAD 83(1986)-  39 01 49.     (N)    082 00 35.     (W)     SCALED    
 JY0231* NAVD 88     -       172.499  (meters)     565.94   (feet)  ADJUSTED  
 JY0231  ___________________________________________________________________
 JY0231  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JY0231  DYNAMIC HT  -         172.391 (meters)     565.59  (feet)  COMP
 JY0231  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JY0231
 JY0231  VERT ORDER  -  SECOND    CLASS 0
 JY0231
 JY0231.The horizontal coordinates were scaled from a topographic map and have
 JY0231.an estimated accuracy of +/- 6 seconds.
 JY0231
 JY0231.The orthometric height was determined by differential leveling
 JY0231.and adjusted by the National Geodetic Survey in June 1991..
 JY0231
 JY0231.The geoid height was determined by GEOID03.
 JY0231
 JY0231.The dynamic height is computed by dividing the NAVD 88
 JY0231.geopotential number by the normal gravity value computed on the
 JY0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0231.degrees latitude (g = 980.6199 gals.).
 JY0231
 JY0231.The modeled gravity was interpolated from observed gravity values.
 JY0231
 JY0231;                    North         East    Units  Estimated Accuracy
 JY0231;SPC OH S     -   114,490.      642,450.      MT  (+/- 180 meters Scaled)
 JY0231
 JY0231                          SUPERSEDED SURVEY CONTROL
 JY0231
 JY0231  NGVD 29 (??/??/92)  172.710  (m)          566.63   (f) ADJ UNCH    2 0
 JY0231
 JY0231.Superseded values are not recommended for survey control.
 JY0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0231.See file dsdata.txt to determine how the superseded data were derived.
 JY0231
 JY0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD126206(NAD 83)
 JY0231_MARKER: DB = BENCH MARK DISK
 JY0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0231_STAMPING: B 225 1958
 JY0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0231+STABILITY: SURFACE MOTION
 JY0231
 JY0231  HISTORY     - Date     Condition        Report By
 JY0231  HISTORY     - 1958     MONUMENTED       CGS
 JY0231  HISTORY     - 1976     GOOD             NGS
 JY0231  HISTORY     - 20020929 MARK NOT FOUND   USPSQD
 JY0231
 JY0231                          STATION DESCRIPTION
 JY0231
 JY0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0231'1.4 MI NE FROM POMEROY.
 JY0231'ABOUT 1.35 MILES NORTHEAST ALONG U.S. HIGHWAY 33 FROM THE COURTHOUSE
 JY0231'AT POMEROY, 0.3 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAY
 JY0231'124, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7 1/2
 JY0231'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 51 FEET WEST-NORTHWEST
 JY0231'OF AND ACROSS THE TRACK FROM MILEPOST 134, 199 FEET NORTHWEST
 JY0231'OF NORTHWEST CORNER OF CONCRETE PIER FOR LOADING COAL BARGES, 2 1/2
 JY0231'FEET WEST OF A POWER LINE POLE ACROSS THE HIGHWAY FROM A TWO STORY
 JY0231'WHITE FRAME HOUSE NUMBER 810 AND 4 FEET WEST OF BEING IN LINE WITH
 JY0231'WEST SIDE OF FRAME HOUSE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 JY0231'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JY0231
 JY0231                          STATION RECOVERY (1976)
 JY0231
 JY0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0231'RECOVERED IN GOOD CONDITION.
 JY0231
 JY0231                          STATION RECOVERY (2002)
 JY0231
 JY0231'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAS)
 JY0231'THE RAILROAD TRACKS AND CONCRETE PIER FOR LOADING COAL ARE NO LONGER
 JY0231'PRESENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1243 ***********************************************************************
 HY1243  DESIGNATION -  B 226
 HY1243  PID         -  HY1243
 HY1243  STATE/COUNTY-  OH/JACKSON
 HY1243  USGS QUAD   -  PETERSBURG (1983)
 HY1243
 HY1243                         *CURRENT SURVEY CONTROL
 HY1243  ___________________________________________________________________
 HY1243* NAD 83(1986)-  38 53 43.     (N)    082 43 36.     (W)     SCALED    
 HY1243* NAVD 88     -       192.769  (meters)     632.44   (feet)  ADJUSTED  
 HY1243  ___________________________________________________________________
 HY1243  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HY1243  DYNAMIC HT  -         192.646 (meters)     632.04  (feet)  COMP
 HY1243  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 HY1243
 HY1243  VERT ORDER  -  SECOND    CLASS 0
 HY1243
 HY1243.The horizontal coordinates were scaled from a topographic map and have
 HY1243.an estimated accuracy of +/- 6 seconds.
 HY1243
 HY1243.The orthometric height was determined by differential leveling
 HY1243.and adjusted by the National Geodetic Survey in June 1991..
 HY1243
 HY1243.The geoid height was determined by GEOID03.
 HY1243
 HY1243.The dynamic height is computed by dividing the NAVD 88
 HY1243.geopotential number by the normal gravity value computed on the
 HY1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1243.degrees latitude (g = 980.6199 gals.).
 HY1243
 HY1243.The modeled gravity was interpolated from observed gravity values.
 HY1243
 HY1243;                    North         East    Units  Estimated Accuracy
 HY1243;SPC OH S     -    99,410.      580,340.      MT  (+/- 180 meters Scaled)
 HY1243
 HY1243                          SUPERSEDED SURVEY CONTROL
 HY1243
 HY1243  NGVD 29 (??/??/92)  192.939  (m)          633.00   (f) ADJ UNCH    2 0
 HY1243
 HY1243.Superseded values are not recommended for survey control.
 HY1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1243.See file dsdata.txt to determine how the superseded data were derived.
 HY1243
 HY1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD502065(NAD 83)
 HY1243_MARKER: DB = BENCH MARK DISK
 HY1243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1243_SP_SET: CULVERT
 HY1243_STAMPING: B 226 1958
 HY1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1243
 HY1243  HISTORY     - Date     Condition        Report By
 HY1243  HISTORY     - 1958     MONUMENTED       CGS
 HY1243
 HY1243                          STATION DESCRIPTION
 HY1243
 HY1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1243'7.4 MI N FROM SOUTH WEBSTER.
 HY1243'ABOUT 4.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 HY1243'AND OHIO RAILROAD STATION AT SOUTH WEBSTER, THENCE ABOUT 1.55
 HY1243'MILE NORTHWEST ALONG STATE HIGHWAY 279, THENCE ABOUT 1.45 MILES
 HY1243'NORTHEAST ALONG STATE HIGHWAY 139, AT THE JUNCTION OF A DRIVE
 HY1243'WEST TO A FARM HOUSE WITH BRICK SIDING, IN THE TOP OF THE WING
 HY1243'WALL AT SOUTHWEST CORNER OF A 5-FOOT CONCRETE BOX CULVERT, 14
 HY1243'FEET WEST OF CENTER LINE OF HIGHWAY, 19 FEET SOUTH OF CENTER
 HY1243'LINE OF DRIVE AND 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1275 ***********************************************************************
 HY1275  DESIGNATION -  B 227
 HY1275  PID         -  HY1275
 HY1275  STATE/COUNTY-  OH/JACKSON
 HY1275  USGS QUAD   -  STOCKDALE (1983)
 HY1275
 HY1275                         *CURRENT SURVEY CONTROL
 HY1275  ___________________________________________________________________
 HY1275* NAD 83(1986)-  38 58 01.     (N)    082 46 15.     (W)     SCALED    
 HY1275* NAVD 88     -       197.983  (meters)     649.55   (feet)  ADJUSTED  
 HY1275  ___________________________________________________________________
 HY1275  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HY1275  DYNAMIC HT  -         197.856 (meters)     649.13  (feet)  COMP
 HY1275  MODELED GRAV-     979,984.4   (mgal)                       NAVD 88
 HY1275
 HY1275  VERT ORDER  -  SECOND    CLASS 0
 HY1275
 HY1275.The horizontal coordinates were scaled from a topographic map and have
 HY1275.an estimated accuracy of +/- 6 seconds.
 HY1275
 HY1275.The orthometric height was determined by differential leveling
 HY1275.and adjusted by the National Geodetic Survey in June 1991..
 HY1275
 HY1275.The geoid height was determined by GEOID03.
 HY1275
 HY1275.The dynamic height is computed by dividing the NAVD 88
 HY1275.geopotential number by the normal gravity value computed on the
 HY1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1275.degrees latitude (g = 980.6199 gals.).
 HY1275
 HY1275.The modeled gravity was interpolated from observed gravity values.
 HY1275
 HY1275;                    North         East    Units  Estimated Accuracy
 HY1275;SPC OH S     -   107,380.      576,530.      MT  (+/- 180 meters Scaled)
 HY1275
 HY1275                          SUPERSEDED SURVEY CONTROL
 HY1275
 HY1275  NGVD 29 (??/??/92)  198.152  (m)          650.10   (f) ADJ UNCH    2 0
 HY1275
 HY1275.Superseded values are not recommended for survey control.
 HY1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1275.See file dsdata.txt to determine how the superseded data were derived.
 HY1275
 HY1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD465146(NAD 83)
 HY1275_MARKER: DB = BENCH MARK DISK
 HY1275_SETTING: 66 = SET IN ROCK OUTCROP
 HY1275_SP_SET: ROCK CUT
 HY1275_STAMPING: B 227 1958
 HY1275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1275+STABILITY: POSITION/ELEVATION WELL
 HY1275
 HY1275  HISTORY     - Date     Condition        Report By
 HY1275  HISTORY     - 1958     MONUMENTED       CGS
 HY1275
 HY1275                          STATION DESCRIPTION
 HY1275
 HY1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1275'6.8 MI SE FROM BEAVER.
 HY1275'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 124 FROM THE SCHOOL
 HY1275'AT BEAVER, THENCE ABOUT 4.65 MILES SOUTH ALONG A BLACK-TOP
 HY1275'AND GRAVEL ROAD, ABOUT 0.9 MILE SOUTH OF CROSSING OF STATE
 HY1275'HIGHWAY 776, ABOUT 0.6 MILE SOUTH OF A CHURCH AND CEMETERY,
 HY1275'AT A JOGGED CROSSROAD, SET VERTICALLY IN THE SOUTH FACE OF A
 HY1275'ROCK CUT, 17 FEET NORTH OF CENTER LINE OF NORTH LEG OF ROAD
 HY1275'WEST, 30 FEET NORTHWEST OF CENTER LINE OF MAIN ROAD AT CENTER
 HY1275'OF JUNCTION OF NORTH LEG OF ROAD WEST AND ABOUT 4 FEET ABOVE
 HY1275'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0673 ***********************************************************************
 JY0673  DESIGNATION -  B 228
 JY0673  PID         -  JY0673
 JY0673  STATE/COUNTY-  OH/JACKSON
 JY0673  USGS QUAD   -  JACKSON (1995)
 JY0673
 JY0673                         *CURRENT SURVEY CONTROL
 JY0673  ___________________________________________________________________
 JY0673* NAD 83(1986)-  39 02 43.     (N)    082 37 49.     (W)     SCALED    
 JY0673* NAVD 88     -       199.368  (meters)     654.09   (feet)  ADJUSTED  
 JY0673  ___________________________________________________________________
 JY0673  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JY0673  DYNAMIC HT  -         199.242 (meters)     653.68  (feet)  COMP
 JY0673  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JY0673
 JY0673  VERT ORDER  -  SECOND    CLASS 0
 JY0673
 JY0673.The horizontal coordinates were scaled from a topographic map and have
 JY0673.an estimated accuracy of +/- 6 seconds.
 JY0673
 JY0673.The orthometric height was determined by differential leveling
 JY0673.and adjusted by the National Geodetic Survey in June 1991..
 JY0673
 JY0673.The geoid height was determined by GEOID03.
 JY0673
 JY0673.The dynamic height is computed by dividing the NAVD 88
 JY0673.geopotential number by the normal gravity value computed on the
 JY0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0673.degrees latitude (g = 980.6199 gals.).
 JY0673
 JY0673.The modeled gravity was interpolated from observed gravity values.
 JY0673
 JY0673;                    North         East    Units  Estimated Accuracy
 JY0673;SPC OH S     -   116,050.      588,720.      MT  (+/- 180 meters Scaled)
 JY0673
 JY0673                          SUPERSEDED SURVEY CONTROL
 JY0673
 JY0673  NGVD 29 (??/??/92)  199.531  (m)          654.63   (f) ADJ UNCH    2 0
 JY0673
 JY0673.Superseded values are not recommended for survey control.
 JY0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0673.See file dsdata.txt to determine how the superseded data were derived.
 JY0673
 JY0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD589230(NAD 83)
 JY0673_MARKER: DB = BENCH MARK DISK
 JY0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0673_SP_SET: ABUTMENT STEP
 JY0673_STAMPING: B 228 1958
 JY0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0673
 JY0673  HISTORY     - Date     Condition        Report By
 JY0673  HISTORY     - 1958     MONUMENTED       CGS
 JY0673  HISTORY     - 1976     GOOD             NGS
 JY0673  HISTORY     - 20060129 GOOD             GEOCAC
 JY0673
 JY0673                          STATION DESCRIPTION
 JY0673
 JY0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0673'AT JACKSON.
 JY0673'AT JACKSON, ABOUT 0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 75
 JY0673'FROM THE POST OFFICE, IN THE TOP OF THE SECOND STEP DOWN OF THE
 JY0673'EAST END OF SOUTH ABUTMENT OF A 35-FOOT CONCRETE BRIDGE OVER A
 JY0673'DITCH, 32 FEET EAST OF CENTER LINE OF HIGHWAY, 2 FEET WEST OF EAST
 JY0673'END OF THE STEP AND ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
 JY0673
 JY0673                          STATION RECOVERY (1976)
 JY0673
 JY0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0673'RECOVERED IN GOOD CONDITION.
 JY0673
 JY0673                          STATION RECOVERY (2006)
 JY0673
 JY0673'RECOVERY NOTE BY GEOCACHING 2006 (SC)
 JY0673'WAAS CORRECTED NAD83 HANDHELD GPS COORDINATES 39 02 43.5 N  82 37 49.3
 JY0673'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0311 ***********************************************************************
 JY0311  DESIGNATION -  B 229
 JY0311  PID         -  JY0311
 JY0311  STATE/COUNTY-  OH/MEIGS
 JY0311  USGS QUAD   -  ALBANY (1995)
 JY0311
 JY0311                         *CURRENT SURVEY CONTROL
 JY0311  ___________________________________________________________________
 JY0311* NAD 83(1986)-  39 10 13.     (N)    082 08 13.     (W)     SCALED    
 JY0311* NAVD 88     -       249.434  (meters)     818.35   (feet)  ADJUSTED  
 JY0311  ___________________________________________________________________
 JY0311  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY0311  DYNAMIC HT  -         249.278 (meters)     817.84  (feet)  COMP
 JY0311  MODELED GRAV-     979,998.8   (mgal)                       NAVD 88
 JY0311
 JY0311  VERT ORDER  -  SECOND    CLASS 0
 JY0311
 JY0311.The horizontal coordinates were scaled from a topographic map and have
 JY0311.an estimated accuracy of +/- 6 seconds.
 JY0311
 JY0311.The orthometric height was determined by differential leveling
 JY0311.and adjusted by the National Geodetic Survey in June 1991..
 JY0311
 JY0311.The geoid height was determined by GEOID03.
 JY0311
 JY0311.The dynamic height is computed by dividing the NAVD 88
 JY0311.geopotential number by the normal gravity value computed on the
 JY0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0311.degrees latitude (g = 980.6199 gals.).
 JY0311
 JY0311.The modeled gravity was interpolated from observed gravity values.
 JY0311
 JY0311;                    North         East    Units  Estimated Accuracy
 JY0311;SPC OH S     -   129,980.      631,370.      MT  (+/- 180 meters Scaled)
 JY0311
 JY0311                          SUPERSEDED SURVEY CONTROL
 JY0311
 JY0311  NGVD 29 (??/??/92)  249.620  (m)          818.96   (f) ADJ UNCH    2 0
 JY0311
 JY0311.Superseded values are not recommended for survey control.
 JY0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0311.See file dsdata.txt to determine how the superseded data were derived.
 JY0311
 JY0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD017362(NAD 83)
 JY0311_MARKER: DB = BENCH MARK DISK
 JY0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0311_STAMPING: B 229 1958
 JY0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0311+STABILITY: SURFACE MOTION
 JY0311
 JY0311  HISTORY     - Date     Condition        Report By
 JY0311  HISTORY     - 1958     MONUMENTED       CGS
 JY0311
 JY0311                          STATION DESCRIPTION
 JY0311
 JY0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0311'6.1 MI SE FROM ALBANY.
 JY0311'ABOUT 5.7 MILES SOUTHEAST ALONG STATE HIGHWAY 680 FROM THE JUNCTION
 JY0311'OF U.S. HIGHWAY 50 AT ALBANY, THENCE ABOUT 0.4 MILE SOUTH ALONG
 JY0311'STATE HIGHWAY 692, ABOUT 0.3 MILE NORTH OF CROSSROAD AT PAGETOWN
 JY0311'(DOWNINGTON POST OFFICE), 29 FEET SOUTHWEST OF CENTER LINE OF
 JY0311'HIGHWAY, ABOUT 20 YARDS SOUTHEAST OF THE TOP OF A GRADE, 3 FEET
 JY0311'NORTHWEST OF A TELEPHONE POLE, 3 FEET BELOW LEVEL OF HIGHWAY AND
 JY0311'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK
 JY0311'IS REACHED FROM HARRISONVILLE BY GOING ABOUT 3.0 MILES NORTH ALONG
 JY0311'STATE HIGHWAY 684 FROM THE JUNCTION OF STATE HIGHWAY 143, THENCE
 JY0311'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 692.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1494 ***********************************************************************
 KZ1494  DESIGNATION -  B 23
 KZ1494  PID         -  KZ1494
 KZ1494  STATE/COUNTY-  OH/WYANDOT
 KZ1494  USGS QUAD   -  UPPER SANDUSKY (1971)
 KZ1494
 KZ1494                         *CURRENT SURVEY CONTROL
 KZ1494  ___________________________________________________________________
 KZ1494* NAD 83(1986)-  40 46 27.     (N)    083 16 38.     (W)     SCALED    
 KZ1494* NAVD 88     -       266.660  (meters)     874.87   (feet)  ADJUSTED  
 KZ1494  ___________________________________________________________________
 KZ1494  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 KZ1494  DYNAMIC HT  -         266.530 (meters)     874.44  (feet)  COMP
 KZ1494  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 KZ1494
 KZ1494  VERT ORDER  -  SECOND    CLASS 0
 KZ1494
 KZ1494.The horizontal coordinates were scaled from a topographic map and have
 KZ1494.an estimated accuracy of +/- 6 seconds.
 KZ1494
 KZ1494.The orthometric height was determined by differential leveling
 KZ1494.and adjusted by the National Geodetic Survey in June 1991..
 KZ1494
 KZ1494.The geoid height was determined by GEOID03.
 KZ1494
 KZ1494.The dynamic height is computed by dividing the NAVD 88
 KZ1494.geopotential number by the normal gravity value computed on the
 KZ1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1494.degrees latitude (g = 980.6199 gals.).
 KZ1494
 KZ1494.The modeled gravity was interpolated from observed gravity values.
 KZ1494
 KZ1494;                    North         East    Units  Estimated Accuracy
 KZ1494;SPC OH N     -   123,280.      534,390.      MT  (+/- 180 meters Scaled)
 KZ1494
 KZ1494                          SUPERSEDED SURVEY CONTROL
 KZ1494
 KZ1494  NGVD 29 (??/??/92)  266.794  (m)          875.31   (f) ADJ UNCH    2 0
 KZ1494
 KZ1494.Superseded values are not recommended for survey control.
 KZ1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1494.See file dsdata.txt to determine how the superseded data were derived.
 KZ1494
 KZ1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF078161(NAD 83)
 KZ1494_MARKER: DB = BENCH MARK DISK
 KZ1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1494_STAMPING: B 23 1934
 KZ1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1494+STABILITY: SURFACE MOTION
 KZ1494
 KZ1494  HISTORY     - Date     Condition        Report By
 KZ1494  HISTORY     - 1934     MONUMENTED       CGS
 KZ1494  HISTORY     - 1936     GOOD             NGS
 KZ1494
 KZ1494                          STATION DESCRIPTION
 KZ1494
 KZ1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1494'3.6 MI S FROM UPPER SANDUSKY.
 KZ1494'3.6 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 KZ1494'STATION AT UPPER SANDUSKY, WYANDOT COUNTY, 105 FEET SOUTHWEST
 KZ1494'OF THE CENTER OF A GRAVEL-ROAD CROSSING, 30 FEET SOUTH OF A
 KZ1494'30-INCH OAK TREE, 28.8 FEET WEST OF THE WEST RAIL, 5 FEET EAST
 KZ1494'OF THE FENCE, AND ABOUT 6 FEET LOWER THAN THE TRACK.  A STANDARD
 KZ1494'DISK, STAMPED B 23 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1355 ***********************************************************************
 JX1355  DESIGNATION -  B 231
 JX1355  PID         -  JX1355
 JX1355  STATE/COUNTY-  OH/ATHENS
 JX1355  USGS QUAD   -  COOLVILLE (1994)
 JX1355
 JX1355                         *CURRENT SURVEY CONTROL
 JX1355  ___________________________________________________________________
 JX1355* NAD 83(1986)-  39 12 47.     (N)    081 50 23.     (W)     SCALED    
 JX1355* NAVD 88     -       189.492  (meters)     621.69   (feet)  ADJUSTED  
 JX1355  ___________________________________________________________________
 JX1355  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JX1355  DYNAMIC HT  -         189.371 (meters)     621.29  (feet)  COMP
 JX1355  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 JX1355
 JX1355  VERT ORDER  -  SECOND    CLASS 0
 JX1355
 JX1355.The horizontal coordinates were scaled from a topographic map and have
 JX1355.an estimated accuracy of +/- 6 seconds.
 JX1355
 JX1355.The orthometric height was determined by differential leveling
 JX1355.and adjusted by the National Geodetic Survey in June 1991..
 JX1355
 JX1355.The geoid height was determined by GEOID03.
 JX1355
 JX1355.The dynamic height is computed by dividing the NAVD 88
 JX1355.geopotential number by the normal gravity value computed on the
 JX1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1355.degrees latitude (g = 980.6199 gals.).
 JX1355
 JX1355.The modeled gravity was interpolated from observed gravity values.
 JX1355
 JX1355;                    North         East    Units  Estimated Accuracy
 JX1355;SPC OH S     -   134,870.      657,020.      MT  (+/- 180 meters Scaled)
 JX1355
 JX1355                          SUPERSEDED SURVEY CONTROL
 JX1355
 JX1355  NGVD 29 (??/??/92)  189.668  (m)          622.27   (f) ADJ UNCH    2 0
 JX1355
 JX1355.Superseded values are not recommended for survey control.
 JX1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1355.See file dsdata.txt to determine how the superseded data were derived.
 JX1355
 JX1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD275407(NAD 83)
 JX1355_MARKER: DB = BENCH MARK DISK
 JX1355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1355_SP_SET: CULVERT
 JX1355_STAMPING: B 231 1958
 JX1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1355
 JX1355  HISTORY     - Date     Condition        Report By
 JX1355  HISTORY     - 1958     MONUMENTED       CGS
 JX1355  HISTORY     - 1988     GOOD             USPSQD
 JX1355  HISTORY     - 19980902 MARK NOT FOUND   USPSQD
 JX1355
 JX1355                          STATION DESCRIPTION
 JX1355
 JX1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1355'2.7 MI SW FROM COOLVILLE.
 JX1355'ABOUT 1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE TROY
 JX1355'TOWNSHIP SCHOOL AT COOLVILLE, THENCE 1.4 MILES WEST ALONG U.S.
 JX1355'HIGHWAY 50, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN
 JX1355'THE TOP OF THE SOUTHEAST CORNER OF A 6-FOOT CONCRETE BOX CULVERT
 JX1355'UNDER THE HIGHWAY FOR A CREEK BRANCH, 10 1/2 FEET SOUTH OF A
 JX1355'GUARDRAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JX1355
 JX1355                          STATION RECOVERY (1988)
 JX1355
 JX1355'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1355'RECOVERED IN GOOD CONDITION.
 JX1355
 JX1355                          STATION RECOVERY (1998)
 JX1355
 JX1355'RECOVERY NOTE BY US POWER SQUADRON 1998
 JX1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1383 ***********************************************************************
 JX1383  DESIGNATION -  B 232
 JX1383  PID         -  JX1383
 JX1383  STATE/COUNTY-  OH/MEIGS
 JX1383  USGS QUAD   -  CHESTER (1994)
 JX1383
 JX1383                         *CURRENT SURVEY CONTROL
 JX1383  ___________________________________________________________________
 JX1383* NAD 83(1986)-  39 06 08.     (N)    081 59 46.     (W)     SCALED    
 JX1383* NAVD 88     -       222.508  (meters)     730.01   (feet)  ADJUSTED  
 JX1383  ___________________________________________________________________
 JX1383  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JX1383  DYNAMIC HT  -         222.369 (meters)     729.56  (feet)  COMP
 JX1383  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JX1383
 JX1383  VERT ORDER  -  SECOND    CLASS 0
 JX1383
 JX1383.The horizontal coordinates were scaled from a topographic map and have
 JX1383.an estimated accuracy of +/- 6 seconds.
 JX1383
 JX1383.The orthometric height was determined by differential leveling
 JX1383.and adjusted by the National Geodetic Survey in June 1991..
 JX1383
 JX1383.The geoid height was determined by GEOID03.
 JX1383
 JX1383.The dynamic height is computed by dividing the NAVD 88
 JX1383.geopotential number by the normal gravity value computed on the
 JX1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1383.degrees latitude (g = 980.6199 gals.).
 JX1383
 JX1383.The modeled gravity was interpolated from observed gravity values.
 JX1383
 JX1383;                    North         East    Units  Estimated Accuracy
 JX1383;SPC OH S     -   122,480.      643,590.      MT  (+/- 180 meters Scaled)
 JX1383
 JX1383                          SUPERSEDED SURVEY CONTROL
 JX1383
 JX1383  NGVD 29 (??/??/92)  222.701  (m)          730.64   (f) ADJ UNCH    2 0
 JX1383
 JX1383.Superseded values are not recommended for survey control.
 JX1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1383.See file dsdata.txt to determine how the superseded data were derived.
 JX1383
 JX1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD138285(NAD 83)
 JX1383_MARKER: DB = BENCH MARK DISK
 JX1383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1383_SP_SET: CULVERT
 JX1383_STAMPING: B 232 1958
 JX1383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1383
 JX1383  HISTORY     - Date     Condition        Report By
 JX1383  HISTORY     - 1958     MONUMENTED       CGS
 JX1383  HISTORY     - 1976     GOOD             NGS
 JX1383
 JX1383                          STATION DESCRIPTION
 JX1383
 JX1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1383'4.1 MI SE FROM DARWIN.
 JX1383'ABOUT 4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE
 JX1383'JUNCTION OF STATE HIGHWAY 680 AT DARWIN, 65 YARDS SOUTH OF THE
 JX1383'JUNCTION OF A GRAVEL ROAD LEADING NORTH AND EAST (NORTH TO
 JX1383'HEMLOCK GROVE), 13 1/2 FEET WEST OF THE CENTER LINE OF THE
 JX1383'HIGHWAY, IN THE TOP AND CENTER OF THE WEST HEAD WALL OF A
 JX1383'3-FOOT CONCRETE CULVERT, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 JX1383'THE HIGHWAY.
 JX1383
 JX1383                          STATION RECOVERY (1976)
 JX1383
 JX1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1383'US HIGHWAY IS NOW OLD US 33 STATE HIGHWAY 680 IS NOW 681.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0265 ***********************************************************************
 JY0265  DESIGNATION -  B 233
 JY0265  PID         -  JY0265
 JY0265  STATE/COUNTY-  OH/ATHENS
 JY0265  USGS QUAD   -  THE PLAINS (1995)
 JY0265
 JY0265                         *CURRENT SURVEY CONTROL
 JY0265  ___________________________________________________________________
 JY0265* NAD 83(1986)-  39 15 50.     (N)    082 09 43.     (W)     SCALED    
 JY0265* NAVD 88     -       205.126  (meters)     672.98   (feet)  ADJUSTED  
 JY0265  ___________________________________________________________________
 JY0265  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY0265  DYNAMIC HT  -         204.999 (meters)     672.57  (feet)  COMP
 JY0265  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 JY0265
 JY0265  VERT ORDER  -  SECOND    CLASS 0
 JY0265
 JY0265.The horizontal coordinates were scaled from a topographic map and have
 JY0265.an estimated accuracy of +/- 6 seconds.
 JY0265
 JY0265.The orthometric height was determined by differential leveling
 JY0265.and adjusted by the National Geodetic Survey in June 1991..
 JY0265
 JY0265.The geoid height was determined by GEOID03.
 JY0265
 JY0265.The dynamic height is computed by dividing the NAVD 88
 JY0265.geopotential number by the normal gravity value computed on the
 JY0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0265.degrees latitude (g = 980.6199 gals.).
 JY0265
 JY0265.The modeled gravity was interpolated from observed gravity values.
 JY0265
 JY0265;                    North         East    Units  Estimated Accuracy
 JY0265;SPC OH S     -   140,360.      629,170.      MT  (+/- 180 meters Scaled)
 JY0265
 JY0265                          SUPERSEDED SURVEY CONTROL
 JY0265
 JY0265  NGVD 29 (??/??/92)  205.301  (m)          673.56   (f) ADJ UNCH    2 0
 JY0265
 JY0265.Superseded values are not recommended for survey control.
 JY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0265.See file dsdata.txt to determine how the superseded data were derived.
 JY0265
 JY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD997467(NAD 83)
 JY0265_MARKER: DB = BENCH MARK DISK
 JY0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0265_SP_SET: CULVERT
 JY0265_STAMPING: B 233 1958
 JY0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0265
 JY0265  HISTORY     - Date     Condition        Report By
 JY0265  HISTORY     - 1958     MONUMENTED       CGS
 JY0265
 JY0265                          STATION DESCRIPTION
 JY0265
 JY0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0265'3.6 MI NE FROM ALBANY.
 JY0265'ABOUT 3.35 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JY0265'INTERSECTION OF CLINTON STREET AT ALBANY, THENCE 0.05 MILE
 JY0265'SOUTHEAST TO ALEXANDER PRESBYTERIAN CHURCH, THENCE 0.15 MILE
 JY0265'NORTHEAST ALONG THE OLD HIGHWAY (BLACK TOP), 18 FEET NORTHWEST
 JY0265'OF THE CENTER LINE OF THE BLACK TOP ROAD, IN THE TOP OF THE
 JY0265'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF CULVERT,
 JY0265'AND ABOUT 2 FEET ABOVE THE BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1370 ***********************************************************************
 JX1370  DESIGNATION -  B 234
 JX1370  PID         -  JX1370
 JX1370  STATE/COUNTY-  OH/MEIGS
 JX1370  USGS QUAD   -  CHESTER (1994)
 JX1370
 JX1370                         *CURRENT SURVEY CONTROL
 JX1370  ___________________________________________________________________
 JX1370* NAD 83(1986)-  39 06 40.     (N)    081 56 47.     (W)     SCALED    
 JX1370* NAVD 88     -       193.027  (meters)     633.29   (feet)  ADJUSTED  
 JX1370  ___________________________________________________________________
 JX1370  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JX1370  DYNAMIC HT  -         192.905 (meters)     632.89  (feet)  COMP
 JX1370  MODELED GRAV-     979,991.8   (mgal)                       NAVD 88
 JX1370
 JX1370  VERT ORDER  -  SECOND    CLASS 0
 JX1370
 JX1370.The horizontal coordinates were scaled from a topographic map and have
 JX1370.an estimated accuracy of +/- 6 seconds.
 JX1370
 JX1370.The orthometric height was determined by differential leveling
 JX1370.and adjusted by the National Geodetic Survey in June 1991..
 JX1370
 JX1370.The geoid height was determined by GEOID03.
 JX1370
 JX1370.The dynamic height is computed by dividing the NAVD 88
 JX1370.geopotential number by the normal gravity value computed on the
 JX1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1370.degrees latitude (g = 980.6199 gals.).
 JX1370
 JX1370.The modeled gravity was interpolated from observed gravity values.
 JX1370
 JX1370;                    North         East    Units  Estimated Accuracy
 JX1370;SPC OH S     -   123,500.      647,880.      MT  (+/- 180 meters Scaled)
 JX1370
 JX1370                          SUPERSEDED SURVEY CONTROL
 JX1370
 JX1370  NGVD 29 (??/??/92)  193.217  (m)          633.91   (f) ADJ UNCH    2 0
 JX1370
 JX1370.Superseded values are not recommended for survey control.
 JX1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1370.See file dsdata.txt to determine how the superseded data were derived.
 JX1370
 JX1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD181295(NAD 83)
 JX1370_MARKER: DB = BENCH MARK DISK
 JX1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1370_STAMPING: B 234 1958
 JX1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1370+STABILITY: SURFACE MOTION
 JX1370
 JX1370  HISTORY     - Date     Condition        Report By
 JX1370  HISTORY     - 1958     MONUMENTED       CGS
 JX1370  HISTORY     - 1976     GOOD             NGS
 JX1370
 JX1370                          STATION DESCRIPTION
 JX1370
 JX1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1370'3 MI NW FROM CHESTER.
 JX1370'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JX1370'STATE HIGHWAY 248 AT CHESTER, THENCE ABOUT 1.9 MILES NORTHWEST
 JX1370'ALONG A GRAVEL ROAD FOLLOWING WEST BRANCH OF SHADE RIVER, 0.6 MILE
 JX1370'NORTHWEST OF JUNCTION OF A GRAVEL ROAD LEADING NORTH, 26 FEET
 JX1370'NORTHEAST OF CENTER LINE OF GRAVEL ROAD, 9 FEET SOUTHWEST OF A
 JX1370'30-INCH LINDEN TREE, 76 1/2 FEET SOUTHEAST OF NORTHEAST END OF
 JX1370'A 24-INCH PIPE CULVERT, 4 FEET EAST OF A METAL WITNESS POST, ABOUT
 JX1370'3 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 JX1370'POST PROJECTING 2 INCHES.
 JX1370
 JX1370                          STATION RECOVERY (1976)
 JX1370
 JX1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1158 ***********************************************************************
 JX1158  DESIGNATION -  B 235
 JX1158  PID         -  JX1158
 JX1158  STATE/COUNTY-  OH/WASHINGTON
 JX1158  USGS QUAD   -  PARKERSBURG (1994)
 JX1158
 JX1158                         *CURRENT SURVEY CONTROL
 JX1158  ___________________________________________________________________
 JX1158* NAD 83(1986)-  39 16 28.     (N)    081 34 17.     (W)     SCALED    
 JX1158* NAVD 88     -       195.433  (meters)     641.18   (feet)  ADJUSTED  
 JX1158  ___________________________________________________________________
 JX1158  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JX1158  DYNAMIC HT  -         195.312 (meters)     640.79  (feet)  COMP
 JX1158  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 JX1158
 JX1158  VERT ORDER  -  FIRST     CLASS II
 JX1158
 JX1158.The horizontal coordinates were scaled from a topographic map and have
 JX1158.an estimated accuracy of +/- 6 seconds.
 JX1158
 JX1158.The orthometric height was determined by differential leveling
 JX1158.and adjusted by the National Geodetic Survey in June 1991..
 JX1158
 JX1158.The geoid height was determined by GEOID03.
 JX1158
 JX1158.The dynamic height is computed by dividing the NAVD 88
 JX1158.geopotential number by the normal gravity value computed on the
 JX1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1158.degrees latitude (g = 980.6199 gals.).
 JX1158
 JX1158.The modeled gravity was interpolated from observed gravity values.
 JX1158
 JX1158;                    North         East    Units  Estimated Accuracy
 JX1158;SPC OH S     -   141,890.      680,120.      MT  (+/- 180 meters Scaled)
 JX1158
 JX1158                          SUPERSEDED SURVEY CONTROL
 JX1158
 JX1158  NGVD 29 (??/??/92)  195.619  (m)          641.79   (f) ADJ UNCH    1 2
 JX1158
 JX1158.Superseded values are not recommended for survey control.
 JX1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1158.See file dsdata.txt to determine how the superseded data were derived.
 JX1158
 JX1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD507473(NAD 83)
 JX1158_MARKER: DB = BENCH MARK DISK
 JX1158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1158_SP_SET: OVERPASS
 JX1158_STAMPING: B 235 1959
 JX1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1158
 JX1158  HISTORY     - Date     Condition        Report By
 JX1158  HISTORY     - 1959     MONUMENTED       CGS
 JX1158  HISTORY     - 1963     GOOD             NGS
 JX1158  HISTORY     - 1976     GOOD             NGS
 JX1158
 JX1158                          STATION DESCRIPTION
 JX1158
 JX1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1158'AT BELPRE.
 JX1158'AT BELPRE, ABOUT 0.4 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO
 JX1158'RAILROAD FROM THE STATION, 0.1 MILE NORTHWEST OF THE NORTHWEST
 JX1158'END OF THE RAILROAD BRIDGE ACROSS THE OHIO RIVER, IN SECTION
 JX1158'25, T-1-N R-9-W, 7 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, IN
 JX1158'TOP OF THE NORTHEAST END OF THE NORTHEAST ABUTMENT TO THE
 JX1158'RAILROAD OVERPASS OVER WALNUT STREET 2 FEET WEST OF THE EAST
 JX1158'CORNER OF THE ABUTMENT, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 JX1158'THE TRACK.
 JX1158
 JX1158                          STATION RECOVERY (1963)
 JX1158
 JX1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JX1158'RECOVERED IN GOOD CONDITION.
 JX1158
 JX1158                          STATION RECOVERY (1976)
 JX1158
 JX1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1073 ***********************************************************************
 JX1073  DESIGNATION -  B 236
 JX1073  PID         -  JX1073
 JX1073  STATE/COUNTY-  OH/WASHINGTON
 JX1073  USGS QUAD   -  FLEMING (1994)
 JX1073
 JX1073                         *CURRENT SURVEY CONTROL
 JX1073  ___________________________________________________________________
 JX1073* NAD 83(1986)-  39 28 39.     (N)    081 30 03.     (W)     SCALED    
 JX1073* NAVD 88     -       191.208  (meters)     627.32   (feet)  ADJUSTED  
 JX1073  ___________________________________________________________________
 JX1073  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX1073  DYNAMIC HT  -         191.094 (meters)     626.95  (feet)  COMP
 JX1073  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 JX1073
 JX1073  VERT ORDER  -  FIRST     CLASS II
 JX1073
 JX1073.The horizontal coordinates were scaled from a topographic map and have
 JX1073.an estimated accuracy of +/- 6 seconds.
 JX1073
 JX1073.The orthometric height was determined by differential leveling
 JX1073.and adjusted by the National Geodetic Survey in June 1991..
 JX1073
 JX1073.The geoid height was determined by GEOID03.
 JX1073
 JX1073.The dynamic height is computed by dividing the NAVD 88
 JX1073.geopotential number by the normal gravity value computed on the
 JX1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1073.degrees latitude (g = 980.6199 gals.).
 JX1073
 JX1073.The modeled gravity was interpolated from observed gravity values.
 JX1073
 JX1073;                    North         East    Units  Estimated Accuracy
 JX1073;SPC OH S     -   164,500.      685,960.      MT  (+/- 180 meters Scaled)
 JX1073
 JX1073                          SUPERSEDED SURVEY CONTROL
 JX1073
 JX1073  NGVD 29 (??/??/92)  191.386  (m)          627.91   (f) ADJ UNCH    1 2
 JX1073
 JX1073.Superseded values are not recommended for survey control.
 JX1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1073.See file dsdata.txt to determine how the superseded data were derived.
 JX1073
 JX1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD569698(NAD 83)
 JX1073_MARKER: DB = BENCH MARK DISK
 JX1073_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JX1073_SP_SET: UNSPECIFIED
 JX1073_STAMPING: B 236 1959
 JX1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1073
 JX1073  HISTORY     - Date     Condition        Report By
 JX1073  HISTORY     - 1959     MONUMENTED       CGS
 JX1073
 JX1073                          STATION DESCRIPTION
 JX1073
 JX1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1073'5.6 MI NW FROM MARIETTA.
 JX1073'ABOUT 5.6 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1073'FROM THE CROSSING OF STATE HIGHWAY 7 AT MARIETTA, 0.75 MILE
 JX1073'NORTHWEST OF THE CROSSING OF COUNTY ROAD NO. 32, AT MILEPOST
 JX1073'65-20, 16 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET VERTICALLY
 JX1073'IN THE NORTH FACE OF A 3 CORNERED ROCK 8-BY 6- BY 4-FEET HIGH
 JX1073'THAT IS IN THE MOUNTAIN SIDE ALONG THE SOUTHWEST SIDE OF THE
 JX1073'TRACK, 2 1/2 FEET NORTHWEST OF THE NORTHEAST CORNER OF ROCK,
 JX1073'AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1540 ***********************************************************************
 JX1540  DESIGNATION -  B 237
 JX1540  PID         -  JX1540
 JX1540  STATE/COUNTY-  OH/WASHINGTON
 JX1540  USGS QUAD   -  BEVERLY (1994)
 JX1540
 JX1540                         *CURRENT SURVEY CONTROL
 JX1540  ___________________________________________________________________
 JX1540* NAD 83(1986)-  39 35 22.     (N)    081 40 48.     (W)     SCALED    
 JX1540* NAVD 88     -       197.450  (meters)     647.80   (feet)  ADJUSTED  
 JX1540  ___________________________________________________________________
 JX1540  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX1540  DYNAMIC HT  -         197.332 (meters)     647.41  (feet)  COMP
 JX1540  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 JX1540
 JX1540  VERT ORDER  -  FIRST     CLASS II
 JX1540
 JX1540.The horizontal coordinates were scaled from a topographic map and have
 JX1540.an estimated accuracy of +/- 6 seconds.
 JX1540
 JX1540.The orthometric height was determined by differential leveling
 JX1540.and adjusted by the National Geodetic Survey in June 1991..
 JX1540
 JX1540.The geoid height was determined by GEOID03.
 JX1540
 JX1540.The dynamic height is computed by dividing the NAVD 88
 JX1540.geopotential number by the normal gravity value computed on the
 JX1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1540.degrees latitude (g = 980.6199 gals.).
 JX1540
 JX1540.The modeled gravity was interpolated from observed gravity values.
 JX1540
 JX1540;                    North         East    Units  Estimated Accuracy
 JX1540;SPC OH S     -   176,770.      670,440.      MT  (+/- 180 meters Scaled)
 JX1540
 JX1540                          SUPERSEDED SURVEY CONTROL
 JX1540
 JX1540  NGVD 29 (??/??/92)  197.636  (m)          648.41   (f) ADJ UNCH    1 2
 JX1540
 JX1540.Superseded values are not recommended for survey control.
 JX1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1540.See file dsdata.txt to determine how the superseded data were derived.
 JX1540
 JX1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD416824(NAD 83)
 JX1540_MARKER: DB = BENCH MARK DISK
 JX1540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1540_SP_SET: BUILDING
 JX1540_STAMPING: B 237 1959
 JX1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1540
 JX1540  HISTORY     - Date     Condition        Report By
 JX1540  HISTORY     - 1959     MONUMENTED       CGS
 JX1540
 JX1540                          STATION DESCRIPTION
 JX1540
 JX1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1540'4.2 MI NW FROM WATERFORD.
 JX1540'ABOUT 4.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1540'FROM THE STATION AT WATERFORD, AT THE MUSKINGUM RIVER PLANT
 JX1540'OF THE OHIO POWER COMPANY, AT THE MAIN GATE, 92 FEET NORTH
 JX1540'OF THE NORTH RAIL OF THE MAIN TRACK, IN TOP OF THE SOUTHWEST
 JX1540'CORNER OF A 12-BY 12-FOOT CONCRETE WELL HOUSE HOUSING A WELL,
 JX1540'1 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE WELL HOUSE,
 JX1540'18 FEET EAST OF THE CENTER LINE OF THE ENTRANCE DRIVE TO PLANT,
 JX1540'28 FEET WEST OF A STEEL FLAGPOLE, 4 FEET ABOVE THE ENTRANCE
 JX1540'DRIVE, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1494 ***********************************************************************
 JX1494  DESIGNATION -  B 238
 JX1494  PID         -  JX1494
 JX1494  STATE/COUNTY-  OH/MORGAN
 JX1494  USGS QUAD   -  ROKEBY LOCK (1994)
 JX1494
 JX1494                         *CURRENT SURVEY CONTROL
 JX1494  ___________________________________________________________________
 JX1494* NAD 83(1986)-  39 43 33.     (N)    081 54 05.     (W)     SCALED    
 JX1494* NAVD 88     -       208.675  (meters)     684.63   (feet)  ADJUSTED  
 JX1494  ___________________________________________________________________
 JX1494  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JX1494  DYNAMIC HT  -         208.556 (meters)     684.24  (feet)  COMP
 JX1494  MODELED GRAV-     980,050.0   (mgal)                       NAVD 88
 JX1494
 JX1494  VERT ORDER  -  FIRST     CLASS II
 JX1494
 JX1494.The horizontal coordinates were scaled from a topographic map and have
 JX1494.an estimated accuracy of +/- 6 seconds.
 JX1494
 JX1494.The orthometric height was determined by differential leveling
 JX1494.and adjusted by the National Geodetic Survey in June 1991..
 JX1494
 JX1494.The geoid height was determined by GEOID03.
 JX1494
 JX1494.The dynamic height is computed by dividing the NAVD 88
 JX1494.geopotential number by the normal gravity value computed on the
 JX1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1494.degrees latitude (g = 980.6199 gals.).
 JX1494
 JX1494.The modeled gravity was interpolated from observed gravity values.
 JX1494
 JX1494;                    North         East    Units  Estimated Accuracy
 JX1494;SPC OH S     -   191,760.      651,320.      MT  (+/- 180 meters Scaled)
 JX1494
 JX1494                          SUPERSEDED SURVEY CONTROL
 JX1494
 JX1494  NGVD 29 (??/??/92)  208.882  (m)          685.31   (f) ADJ UNCH    1 2
 JX1494
 JX1494.Superseded values are not recommended for survey control.
 JX1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1494.See file dsdata.txt to determine how the superseded data were derived.
 JX1494
 JX1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD227977(NAD 83)
 JX1494_MARKER: DB = BENCH MARK DISK
 JX1494_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JX1494+WITH SETTING: INTO GROUND
 JX1494_SP_SET: 22.2 FEET
 JX1494_STAMPING: B 238 1959
 JX1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1494+STABILITY: SURFACE MOTION
 JX1494
 JX1494  HISTORY     - Date     Condition        Report By
 JX1494  HISTORY     - 1956     MONUMENTED       CGS
 JX1494
 JX1494                          STATION DESCRIPTION
 JX1494
 JX1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JX1494'6.4 MI NW FROM MALTA.
 JX1494'ABOUT 6.45 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1494'FROM THE STATION AT MALTA, 0.2 MILE SOUTHEAST OF RAILROAD BRIDGE
 JX1494'427 OVER ISLAND RUN, IN SECTION 17, T-11-N R-12-W, ON THE
 JX1494'OUTSIDE AND AT THE EAST END OF A LONG CURVE WITH TANGENTS
 JX1494'EXTENDING EAST AND NORTHWEST, AT MILEPOLE 18+11, AT A NARROW
 JX1494'BLACK TOP ROAD CROSSING LEADING NORTHEAST AND SOUTHWEST, 25 FEET
 JX1494'SOUTH OF THE SOUTH RAIL, 9 FEET SOUTHEAST OF CROSSING POST 5253,
 JX1494'49 FEET SOUTHEAST OF AND ACROSS THE TRACK AND ROAD FROM THE
 JX1494'MILEPOLE, 14 FEET WEST OF A 36-INCH ELM TREE ALONG A FENCE LINE,
 JX1494'8 FEET NORTH OF THE FENCE LINE, 1 1/2 FEET NORTHEAST OF A STEEL
 JX1494'WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE CROSSING,
 JX1494'AND IS A DISK ON COPPER-COATED STEEL ROD PROJECTING 3 INCHES
 JX1494'AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD
 JX1494'WAS DRIVEN TO REFUSAL AT A DEPTH OF 22.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0069 ***********************************************************************
 KZ0069  DESIGNATION -  B 239
 KZ0069  PID         -  KZ0069
 KZ0069  STATE/COUNTY-  OH/WAYNE
 KZ0069  USGS QUAD   -  NEW PITTSBURG (1978)
 KZ0069
 KZ0069                         *CURRENT SURVEY CONTROL
 KZ0069  ___________________________________________________________________
 KZ0069* NAD 83(1986)-  40 48 21.     (N)    082 04 33.     (W)     SCALED    
 KZ0069* NAVD 88     -       359.921  (meters)    1180.84   (feet)  ADJUSTED  
 KZ0069  ___________________________________________________________________
 KZ0069  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KZ0069  DYNAMIC HT  -         359.759 (meters)    1180.31  (feet)  COMP
 KZ0069  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 KZ0069
 KZ0069  VERT ORDER  -  SECOND    CLASS 0
 KZ0069
 KZ0069.The horizontal coordinates were scaled from a topographic map and have
 KZ0069.an estimated accuracy of +/- 6 seconds.
 KZ0069
 KZ0069.The orthometric height was determined by differential leveling
 KZ0069.and adjusted by the National Geodetic Survey in June 1991..
 KZ0069
 KZ0069.The geoid height was determined by GEOID03.
 KZ0069
 KZ0069.The dynamic height is computed by dividing the NAVD 88
 KZ0069.geopotential number by the normal gravity value computed on the
 KZ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0069.degrees latitude (g = 980.6199 gals.).
 KZ0069
 KZ0069.The modeled gravity was interpolated from observed gravity values.
 KZ0069
 KZ0069;                    North         East    Units  Estimated Accuracy
 KZ0069;SPC OH N     -   126,590.      635,790.      MT  (+/- 180 meters Scaled)
 KZ0069
 KZ0069                          SUPERSEDED SURVEY CONTROL
 KZ0069
 KZ0069  NGVD 29 (??/??/92)  360.120  (m)         1181.49   (f) ADJ UNCH    2 0
 KZ0069
 KZ0069.Superseded values are not recommended for survey control.
 KZ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0069.See file dsdata.txt to determine how the superseded data were derived.
 KZ0069
 KZ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF092177(NAD 83)
 KZ0069_MARKER: DB = BENCH MARK DISK
 KZ0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0069_SP_SET: CULVERT
 KZ0069_STAMPING: B 239 1959
 KZ0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0069
 KZ0069  HISTORY     - Date     Condition        Report By
 KZ0069  HISTORY     - 1959     MONUMENTED       CGS
 KZ0069  HISTORY     - 1970     GOOD             NGS
 KZ0069  HISTORY     - 1987     GOOD             OHDT
 KZ0069
 KZ0069                          STATION DESCRIPTION
 KZ0069
 KZ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0069'1.6 MI E FROM REEDSBURG.
 KZ0069'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY 30 FROM GRACE CHURCH
 KZ0069'AT REEDSBURG, 0.55 MILE WEST OF INTERSECTION OF COUNTY ROAD 36,
 KZ0069'AT THE JUNCTION OF A DRIVE NORTH TO A 1 1/2-STORY FRAME HOUSE,
 KZ0069'IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A 5-FOOT
 KZ0069'CONCRETE BOX CULVERT, 22 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 KZ0069'6 FEET WEST OF EXTENDED CENTERLINE OF DRIVE, 1 1/2 FEET EAST OF
 KZ0069'WEST END OF HEAD WALL AND 2 1/2 FEET BELOW LEVEL OF HIGHWAY.
 KZ0069
 KZ0069                          STATION RECOVERY (1970)
 KZ0069
 KZ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0069'RECOVERED IN GOOD CONDITION.
 KZ0069
 KZ0069                          STATION RECOVERY (1987)
 KZ0069
 KZ0069'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0600 ***********************************************************************
 KZ0600  DESIGNATION -  B 24
 KZ0600  PID         -  KZ0600
 KZ0600  STATE/COUNTY-  OH/HARDIN
 KZ0600  USGS QUAD   -  MT VICTORY (1980)
 KZ0600
 KZ0600                         *CURRENT SURVEY CONTROL
 KZ0600  ___________________________________________________________________
 KZ0600* NAD 83(1986)-  40 37 28.     (N)    083 32 53.     (W)     SCALED    
 KZ0600* NAVD 88     -       291.130  (meters)     955.15   (feet)  ADJUSTED  
 KZ0600  ___________________________________________________________________
 KZ0600  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 KZ0600  DYNAMIC HT  -         290.980 (meters)     954.66  (feet)  COMP
 KZ0600  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 KZ0600
 KZ0600  VERT ORDER  -  SECOND    CLASS 0
 KZ0600
 KZ0600.The horizontal coordinates were scaled from a topographic map and have
 KZ0600.an estimated accuracy of +/- 6 seconds.
 KZ0600
 KZ0600.The orthometric height was determined by differential leveling
 KZ0600.and adjusted by the National Geodetic Survey in June 1991..
 KZ0600
 KZ0600.The geoid height was determined by GEOID03.
 KZ0600
 KZ0600.The dynamic height is computed by dividing the NAVD 88
 KZ0600.geopotential number by the normal gravity value computed on the
 KZ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0600.degrees latitude (g = 980.6199 gals.).
 KZ0600
 KZ0600.The modeled gravity was interpolated from observed gravity values.
 KZ0600
 KZ0600;                    North         East    Units  Estimated Accuracy
 KZ0600;SPC OH N     -   106,890.      511,330.      MT  (+/- 180 meters Scaled)
 KZ0600
 KZ0600                          SUPERSEDED SURVEY CONTROL
 KZ0600
 KZ0600  NGVD 29 (??/??/92)  291.294  (m)          955.69   (f) ADJ UNCH    2 0
 KZ0600
 KZ0600.Superseded values are not recommended for survey control.
 KZ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0600.See file dsdata.txt to determine how the superseded data were derived.
 KZ0600
 KZ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF844001(NAD 83)
 KZ0600_MARKER: DB = BENCH MARK DISK
 KZ0600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0600_SP_SET: BRIDGE SEAT
 KZ0600_STAMPING: B 24 1934
 KZ0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0600
 KZ0600  HISTORY     - Date     Condition        Report By
 KZ0600  HISTORY     - 1934     MONUMENTED       CGS
 KZ0600  HISTORY     - 1960     GOOD             NGS
 KZ0600
 KZ0600                          STATION DESCRIPTION
 KZ0600
 KZ0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ0600'3.6 MI SE FROM KENTON.
 KZ0600'ABOUT 3.55 MILES SOUTHEAST ALONG THE ERIE RAILROAD FROM THE
 KZ0600'STATION AT KENTON, 0.45 MILE WEST OF MILEPOST M 21, 10 FEET
 KZ0600'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, IN TOP OF THE
 KZ0600'SOUTH END OF THE LOWER PART OR BRIDGE SEAT OF THE WEST CONCRETE
 KZ0600'ABUTMENT OF ERIE RAILROAD BRIDGE 21-45 OVER SCIOTO RIVER, AND
 KZ0600'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0094 ***********************************************************************
 KZ0094  DESIGNATION -  B 240
 KZ0094  PID         -  KZ0094
 KZ0094  STATE/COUNTY-  OH/ASHLAND
 KZ0094  USGS QUAD   -  POLK (1981)
 KZ0094
 KZ0094                         *CURRENT SURVEY CONTROL
 KZ0094  ___________________________________________________________________
 KZ0094* NAD 83(1986)-  40 58 19.     (N)    082 08 30.     (W)     SCALED    
 KZ0094* NAVD 88     -       338.036  (meters)    1109.04   (feet)  ADJUSTED  
 KZ0094  ___________________________________________________________________
 KZ0094  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KZ0094  DYNAMIC HT  -         337.888 (meters)    1108.55  (feet)  COMP
 KZ0094  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 KZ0094
 KZ0094  VERT ORDER  -  SECOND    CLASS 0
 KZ0094
 KZ0094.The horizontal coordinates were scaled from a topographic map and have
 KZ0094.an estimated accuracy of +/- 6 seconds.
 KZ0094
 KZ0094.The orthometric height was determined by differential leveling
 KZ0094.and adjusted by the National Geodetic Survey in June 1991..
 KZ0094
 KZ0094.The geoid height was determined by GEOID03.
 KZ0094
 KZ0094.The dynamic height is computed by dividing the NAVD 88
 KZ0094.geopotential number by the normal gravity value computed on the
 KZ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0094.degrees latitude (g = 980.6199 gals.).
 KZ0094
 KZ0094.The modeled gravity was interpolated from observed gravity values.
 KZ0094
 KZ0094;                    North         East    Units  Estimated Accuracy
 KZ0094;SPC OH N     -   145,010.      630,160.      MT  (+/- 180 meters Scaled)
 KZ0094
 KZ0094                          SUPERSEDED SURVEY CONTROL
 KZ0094
 KZ0094  NGVD 29 (??/??/92)  338.227  (m)         1109.67   (f) ADJ UNCH    2 0
 KZ0094
 KZ0094.Superseded values are not recommended for survey control.
 KZ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0094.See file dsdata.txt to determine how the superseded data were derived.
 KZ0094
 KZ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF039362(NAD 83)
 KZ0094_MARKER: DB = BENCH MARK DISK
 KZ0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0094_STAMPING: B 240 1959
 KZ0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0094+STABILITY: SURFACE MOTION
 KZ0094
 KZ0094  HISTORY     - Date     Condition        Report By
 KZ0094  HISTORY     - 1959     MONUMENTED       CGS
 KZ0094  HISTORY     - 1970     GOOD             NGS
 KZ0094  HISTORY     - 1987     GOOD             OHDT
 KZ0094
 KZ0094                          STATION DESCRIPTION
 KZ0094
 KZ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0094'1.2 MI E FROM ALBION.
 KZ0094'ABOUT 1.15 MILES EAST ALONG ASHLAND COUNTY ROAD 9 FROM THE
 KZ0094'INTERSECTION OF COUNTY ROAD 132 AT ALBION, 1.0 MILE NORTHWEST
 KZ0094'OF A SMALL CEMETERY SOUTHWEST OF THE ROAD, AT THE JUNCTION OF
 KZ0094'JACKSON TWP ROAD 8 LEADING NORTHEAST, 24 FEET NORTH OF THE CENTER
 KZ0094'LINE OF THE ROAD, 14 FEET NORTHWEST OF THE CENTER LINE OF THE
 KZ0094'NORTHWEST LEG OF ROAD 8, 6 FEET WEST OF A FENCE CORNER POST,
 KZ0094'1 FOOT SOUTH OF THE EAST-WEST FENCE LINE, 2 FEET EAST OF A
 KZ0094'STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD JUNCTION, AND SET
 KZ0094'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS MARK
 KZ0094'CAN BE REACHED BY GOING ABOUT 0.6 MILE WEST ALONG THE ERIE
 KZ0094'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 301 AT WEST SALEM,
 KZ0094'WAYNE COUNTY, THENCE ABOUT 1.2 MILES NORTHWEST ALONG WAYNE COUNTY
 KZ0094'ROAD 53 AND ASHLAND COUNTY ROAD 9.
 KZ0094
 KZ0094                          STATION RECOVERY (1970)
 KZ0094
 KZ0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0094'RECOVERED IN GOOD CONDITION.
 KZ0094
 KZ0094                          STATION RECOVERY (1987)
 KZ0094
 KZ0094'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0011 ***********************************************************************
 KZ0011  DESIGNATION -  B 241
 KZ0011  PID         -  KZ0011
 KZ0011  STATE/COUNTY-  OH/WAYNE
 KZ0011  USGS QUAD   -  WEST SALEM (1981)
 KZ0011
 KZ0011                         *CURRENT SURVEY CONTROL
 KZ0011  ___________________________________________________________________
 KZ0011* NAD 83(1986)-  40 57 36.     (N)    082 01 41.     (W)     SCALED    
 KZ0011* NAVD 88     -       275.404  (meters)     903.55   (feet)  ADJUSTED  
 KZ0011  ___________________________________________________________________
 KZ0011  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KZ0011  DYNAMIC HT  -         275.283 (meters)     903.16  (feet)  COMP
 KZ0011  MODELED GRAV-     980,177.5   (mgal)                       NAVD 88
 KZ0011
 KZ0011  VERT ORDER  -  SECOND    CLASS 0
 KZ0011
 KZ0011.The horizontal coordinates were scaled from a topographic map and have
 KZ0011.an estimated accuracy of +/- 6 seconds.
 KZ0011
 KZ0011.The orthometric height was determined by differential leveling
 KZ0011.and adjusted by the National Geodetic Survey in June 1991..
 KZ0011
 KZ0011.The geoid height was determined by GEOID03.
 KZ0011
 KZ0011.The dynamic height is computed by dividing the NAVD 88
 KZ0011.geopotential number by the normal gravity value computed on the
 KZ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0011.degrees latitude (g = 980.6199 gals.).
 KZ0011
 KZ0011.The modeled gravity was interpolated from observed gravity values.
 KZ0011
 KZ0011;                    North         East    Units  Estimated Accuracy
 KZ0011;SPC OH N     -   143,730.      639,730.      MT  (+/- 180 meters Scaled)
 KZ0011
 KZ0011                          SUPERSEDED SURVEY CONTROL
 KZ0011
 KZ0011  NGVD 29 (??/??/92)  275.606  (m)          904.22   (f) ADJ UNCH    2 0
 KZ0011
 KZ0011.Superseded values are not recommended for survey control.
 KZ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0011.See file dsdata.txt to determine how the superseded data were derived.
 KZ0011
 KZ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF134348(NAD 83)
 KZ0011_MARKER: DB = BENCH MARK DISK
 KZ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0011_STAMPING: B 241 1959
 KZ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0011+STABILITY: SURFACE MOTION
 KZ0011
 KZ0011  HISTORY     - Date     Condition        Report By
 KZ0011  HISTORY     - 1959     MONUMENTED       CGS
 KZ0011  HISTORY     - 1987     GOOD             OHDT
 KZ0011
 KZ0011                          STATION DESCRIPTION
 KZ0011
 KZ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0011'3.6 MI N FROM ARMSTRONG.
 KZ0011'ABOUT 3.55 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 KZ0011'FROM THE CROSSING OF COUNTY ROAD 186 AT ARMSTRONG, AT THE CROSSING
 KZ0011'OF COUNTY ROAD NO. 59, 31 1/2 FEET EAST OF EAST RAIL, 21 FEET NORTH
 KZ0011'OF CENTER LINE OF ROAD, 39 FEET NORTHEAST OF CENTER OF CROSSING,
 KZ0011'2 FEET WEST OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 KZ0011'CROSSING AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KZ0011'INCHES.  NOTE-- PLACED NEW WITNESS POST AND SIGN.
 KZ0011
 KZ0011                          STATION RECOVERY (1987)
 KZ0011
 KZ0011'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0129 ***********************************************************************
 MC0129  DESIGNATION -  B 242
 MC0129  PID         -  MC0129
 MC0129  STATE/COUNTY-  OH/ASHLAND
 MC0129  USGS QUAD   -  SULLIVAN (1973)
 MC0129
 MC0129                         *CURRENT SURVEY CONTROL
 MC0129  ___________________________________________________________________
 MC0129* NAD 83(1986)-  41 00 49.     (N)    082 13 21.     (W)     SCALED    
 MC0129* NAVD 88     -       358.546  (meters)    1176.33   (feet)  ADJUSTED  
 MC0129  ___________________________________________________________________
 MC0129  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MC0129  DYNAMIC HT  -         358.385 (meters)    1175.80  (feet)  COMP
 MC0129  MODELED GRAV-     980,165.3   (mgal)                       NAVD 88
 MC0129
 MC0129  VERT ORDER  -  SECOND    CLASS 0
 MC0129
 MC0129.The horizontal coordinates were scaled from a topographic map and have
 MC0129.an estimated accuracy of +/- 6 seconds.
 MC0129
 MC0129.The orthometric height was determined by differential leveling
 MC0129.and adjusted by the National Geodetic Survey in June 1991..
 MC0129
 MC0129.The geoid height was determined by GEOID03.
 MC0129
 MC0129.The dynamic height is computed by dividing the NAVD 88
 MC0129.geopotential number by the normal gravity value computed on the
 MC0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0129.degrees latitude (g = 980.6199 gals.).
 MC0129
 MC0129.The modeled gravity was interpolated from observed gravity values.
 MC0129
 MC0129;                    North         East    Units  Estimated Accuracy
 MC0129;SPC OH N     -   149,610.      623,340.      MT  (+/- 180 meters Scaled)
 MC0129
 MC0129                          SUPERSEDED SURVEY CONTROL
 MC0129
 MC0129  NGVD 29 (??/??/92)  358.720  (m)         1176.90   (f) ADJ UNCH    2 0
 MC0129
 MC0129.Superseded values are not recommended for survey control.
 MC0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0129.See file dsdata.txt to determine how the superseded data were derived.
 MC0129
 MC0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF972409(NAD 83)
 MC0129_MARKER: DB = BENCH MARK DISK
 MC0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0129_STAMPING: B 242 1959
 MC0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0129+STABILITY: SURFACE MOTION
 MC0129
 MC0129  HISTORY     - Date     Condition        Report By
 MC0129  HISTORY     - 1959     MONUMENTED       CGS
 MC0129  HISTORY     - 1987     GOOD             OHDT
 MC0129  HISTORY     - 1991     GOOD             USPSQD
 MC0129
 MC0129                          STATION DESCRIPTION
 MC0129
 MC0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MC0129'1 MI S FROM SULLIVAN.
 MC0129'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 58 FROM THE INTERSECTION
 MC0129'OF U.S. HIGHWAY 224 AT SULLIVAN, AT THE INTERSECTION OF SULLIVAN
 MC0129'TWP ROAD 3, 28 FEET WEST OF THE CENTER LINE OF HIGHWAY 58, 63
 MC0129'FEET NORTH OF THE CENTER LINE OF ROAD 3, 69 FEET NORTHWEST OF
 MC0129'THE CENTER OF THE INTERSECTION, 2 1/2 FEET SOUTH OF POWER LINE
 MC0129'POLE 7F 108, 43 FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF THE
 MC0129'NORTH-SOUTH FENCE LINE, ABOUT 2 FEET BELOW THE LEVEL OF THE
 MC0129'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MC0129
 MC0129                          STATION RECOVERY (1987)
 MC0129
 MC0129'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0129'RECOVERED IN GOOD CONDITION.
 MC0129
 MC0129                          STATION RECOVERY (1991)
 MC0129
 MC0129'RECOVERY NOTE BY US POWER SQUADRON 1991 (DE)
 MC0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0277 ***********************************************************************
 KZ0277  DESIGNATION -  B 243
 KZ0277  PID         -  KZ0277
 KZ0277  STATE/COUNTY-  OH/ASHLAND
 KZ0277  USGS QUAD   -  POLK (1981)
 KZ0277
 KZ0277                         *CURRENT SURVEY CONTROL
 KZ0277  ___________________________________________________________________
 KZ0277* NAD 83(1986)-  40 54 00.     (N)    082 12 45.     (W)     SCALED    
 KZ0277* NAVD 88     -       359.424  (meters)    1179.21   (feet)  ADJUSTED  
 KZ0277  ___________________________________________________________________
 KZ0277  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KZ0277  DYNAMIC HT  -         359.262 (meters)    1178.68  (feet)  COMP
 KZ0277  MODELED GRAV-     980,163.1   (mgal)                       NAVD 88
 KZ0277
 KZ0277  VERT ORDER  -  SECOND    CLASS 0
 KZ0277
 KZ0277.The horizontal coordinates were scaled from a topographic map and have
 KZ0277.an estimated accuracy of +/- 6 seconds.
 KZ0277
 KZ0277.The orthometric height was determined by differential leveling
 KZ0277.and adjusted by the National Geodetic Survey in June 1991..
 KZ0277
 KZ0277.The geoid height was determined by GEOID03.
 KZ0277
 KZ0277.The dynamic height is computed by dividing the NAVD 88
 KZ0277.geopotential number by the normal gravity value computed on the
 KZ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0277.degrees latitude (g = 980.6199 gals.).
 KZ0277
 KZ0277.The modeled gravity was interpolated from observed gravity values.
 KZ0277
 KZ0277;                    North         East    Units  Estimated Accuracy
 KZ0277;SPC OH N     -   137,000.      624,220.      MT  (+/- 180 meters Scaled)
 KZ0277
 KZ0277                          SUPERSEDED SURVEY CONTROL
 KZ0277
 KZ0277  NGVD 29 (??/??/92)  359.610  (m)         1179.82   (f) ADJ UNCH    2 0
 KZ0277
 KZ0277.Superseded values are not recommended for survey control.
 KZ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0277.See file dsdata.txt to determine how the superseded data were derived.
 KZ0277
 KZ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF978283(NAD 83)
 KZ0277_MARKER: DB = BENCH MARK DISK
 KZ0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0277_SP_SET: CULVERT
 KZ0277_STAMPING: B 243 1959
 KZ0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0277
 KZ0277  HISTORY     - Date     Condition        Report By
 KZ0277  HISTORY     - 1959     MONUMENTED       CGS
 KZ0277  HISTORY     - 1970     GOOD             NGS
 KZ0277  HISTORY     - 1991     GOOD             USPSQD
 KZ0277
 KZ0277                          STATION DESCRIPTION
 KZ0277
 KZ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0277'5 MI SE FROM NANKIN.
 KZ0277'ABOUT 3.6 MILES EAST ALONG STATE HIGHWAY 302 FROM THE INTERSECTION
 KZ0277'OF STATE HIGHWAY 58 AT NANKIN, THENCE ABOUT 1.4 MILES SOUTH ALONG
 KZ0277'STATE HIGHWAY 89, 0.1 MILE SOUTH OF THE INTERSECTION OF U.S.
 KZ0277'HIGHWAY 42, 25 FEET EAST OF THE CENTER LINE OF HIGHWAY, IN TOP
 KZ0277'OF THE SOUTH END OF THE EAST HEAD WALL TO A 5-FOOT CONCRETE
 KZ0277'BOX CULVERT, 1 1/2 FEET NORTH OF THE SOUTH END OF THE HEAD
 KZ0277'WALL, AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KZ0277
 KZ0277                          STATION RECOVERY (1970)
 KZ0277
 KZ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0277'RECOVERED IN GOOD CONDITION.
 KZ0277
 KZ0277                          STATION RECOVERY (1991)
 KZ0277
 KZ0277'RECOVERY NOTE BY US POWER SQUADRON 1991 (ES)
 KZ0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0219 ***********************************************************************
 KZ0219  DESIGNATION -  B 244
 KZ0219  PID         -  KZ0219
 KZ0219  STATE/COUNTY-  OH/ASHLAND
 KZ0219  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ0219
 KZ0219                         *CURRENT SURVEY CONTROL
 KZ0219  ___________________________________________________________________
 KZ0219* NAD 83(1986)-  40 51 18.     (N)    082 18 31.     (W)     SCALED    
 KZ0219* NAVD 88     -       330.792  (meters)    1085.27   (feet)  ADJUSTED  
 KZ0219  ___________________________________________________________________
 KZ0219  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KZ0219  DYNAMIC HT  -         330.639 (meters)    1084.77  (feet)  COMP
 KZ0219  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 KZ0219
 KZ0219  VERT ORDER  -  SECOND    CLASS 0
 KZ0219
 KZ0219.The horizontal coordinates were scaled from a topographic map and have
 KZ0219.an estimated accuracy of +/- 6 seconds.
 KZ0219
 KZ0219.The orthometric height was determined by differential leveling
 KZ0219.and adjusted by the National Geodetic Survey in June 1991..
 KZ0219
 KZ0219.The geoid height was determined by GEOID03.
 KZ0219
 KZ0219.The dynamic height is computed by dividing the NAVD 88
 KZ0219.geopotential number by the normal gravity value computed on the
 KZ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0219.degrees latitude (g = 980.6199 gals.).
 KZ0219
 KZ0219.The modeled gravity was interpolated from observed gravity values.
 KZ0219
 KZ0219;                    North         East    Units  Estimated Accuracy
 KZ0219;SPC OH N     -   131,980.      616,140.      MT  (+/- 180 meters Scaled)
 KZ0219
 KZ0219                          SUPERSEDED SURVEY CONTROL
 KZ0219
 KZ0219  NGVD 29 (??/??/92)  330.969  (m)         1085.85   (f) ADJ UNCH    2 0
 KZ0219
 KZ0219.Superseded values are not recommended for survey control.
 KZ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0219.See file dsdata.txt to determine how the superseded data were derived.
 KZ0219
 KZ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF897234(NAD 83)
 KZ0219_MARKER: DB = BENCH MARK DISK
 KZ0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0219_SP_SET: CULVERT
 KZ0219_STAMPING: B 244 1959
 KZ0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0219
 KZ0219  HISTORY     - Date     Condition        Report By
 KZ0219  HISTORY     - 1959     MONUMENTED       CGS
 KZ0219  HISTORY     - 1987     GOOD             OHDT
 KZ0219
 KZ0219                          STATION DESCRIPTION
 KZ0219
 KZ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0219'1.2 MI SE FROM ASHLAND.
 KZ0219'ABOUT 1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 511 FROM THE POST
 KZ0219'OFFICE AT ASHLAND, 0.8 MILE NORTH OF U.S. HIGHWAY 42 OVERPASS
 KZ0219'OVER STATE HIGHWAYS 511 AND 60, 32 FEET WEST OF THE CENTER LINE
 KZ0219'OF THE HIGHWAY, IN TOP OF THE NORTH END OF THE WEST HEAD WALL
 KZ0219'TO A 8-FOOT CONCRETE BOX CULVERT, 1 1/2 FEET SOUTH OF THE NORTH
 KZ0219'END OF THE HEAD WALL, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF
 KZ0219'THE HIGHWAY.
 KZ0219
 KZ0219                          STATION RECOVERY (1987)
 KZ0219
 KZ0219'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DMK)
 KZ0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0726 ***********************************************************************
 KZ0726  DESIGNATION -  B 245
 KZ0726  PID         -  KZ0726
 KZ0726  STATE/COUNTY-  OH/MUSKINGUM
 KZ0726  USGS QUAD   -  DRESDEN (1978)
 KZ0726
 KZ0726                         *CURRENT SURVEY CONTROL
 KZ0726  ___________________________________________________________________
 KZ0726* NAD 83(1986)-  40 05 42.     (N)    082 01 01.     (W)     SCALED    
 KZ0726* NAVD 88     -       229.819  (meters)     754.00   (feet)  ADJUSTED  
 KZ0726  ___________________________________________________________________
 KZ0726  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KZ0726  DYNAMIC HT  -         229.698 (meters)     753.60  (feet)  COMP
 KZ0726  MODELED GRAV-     980,094.2   (mgal)                       NAVD 88
 KZ0726
 KZ0726  VERT ORDER  -  FIRST     CLASS II
 KZ0726
 KZ0726.The horizontal coordinates were scaled from a topographic map and have
 KZ0726.an estimated accuracy of +/- 6 seconds.
 KZ0726
 KZ0726.The orthometric height was determined by differential leveling
 KZ0726.and adjusted by the National Geodetic Survey in June 1991..
 KZ0726
 KZ0726.The geoid height was determined by GEOID03.
 KZ0726
 KZ0726.The dynamic height is computed by dividing the NAVD 88
 KZ0726.geopotential number by the normal gravity value computed on the
 KZ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0726.degrees latitude (g = 980.6199 gals.).
 KZ0726
 KZ0726.The modeled gravity was interpolated from observed gravity values.
 KZ0726
 KZ0726;                    North         East    Units  Estimated Accuracy
 KZ0726;SPC OH S     -   232,690.      641,190.      MT  (+/- 180 meters Scaled)
 KZ0726
 KZ0726                          SUPERSEDED SURVEY CONTROL
 KZ0726
 KZ0726  NGVD 29 (??/??/92)  230.037  (m)          754.71   (f) ADJ UNCH    1 2
 KZ0726
 KZ0726.Superseded values are not recommended for survey control.
 KZ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0726.See file dsdata.txt to determine how the superseded data were derived.
 KZ0726
 KZ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME133387(NAD 83)
 KZ0726_MARKER: DB = BENCH MARK DISK
 KZ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0726_STAMPING: B 245 1959
 KZ0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0726+STABILITY: SURFACE MOTION
 KZ0726
 KZ0726  HISTORY     - Date     Condition        Report By
 KZ0726  HISTORY     - 1959     MONUMENTED       CGS
 KZ0726  HISTORY     - 1969     GOOD             NGS
 KZ0726
 KZ0726                          STATION DESCRIPTION
 KZ0726
 KZ0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0726'1.7 MI S FROM DRESDEN.
 KZ0726'ABOUT 1.7 MILES SOUTH ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 KZ0726'RAILROAD FROM THE STATION AT DRESDEN, ABOUT 1.85 MILES SOUTH
 KZ0726'ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT DRESDEN,
 KZ0726'ACROSS THE TRACK FROM POINT BETWEEN N.Y. C AND ST. L. RR.
 KZ0726'MILEPOLES 131+16 AND 131+17, 8 1/2 RAILS NORTH OF PENN. MILEPOST
 KZ0726'T 4, AT THE CROSSING OF COUNTY ROAD NO. 116 LEADING EAST-WEST,
 KZ0726'46 FEET EAST OF THE EAST RAIL OF THE PENN. TRACK, 137 FEET
 KZ0726'EAST OF AND ACROSS THE PENN. TRACK FROM THE EAST RAIL OF THE
 KZ0726'N.Y. C AND ST. L. RR. TRACK, 37 FEET SOUTH OF THE CENTER LINE
 KZ0726'OF THE ROAD, 1 FOOT WEST OF A RIGHT-OF-WAY FENCE, 18 FEET
 KZ0726'SOUTHWEST OF POWER LINE POLE 4 B, 1 FOOT NORTHWEST OF A STEEL
 KZ0726'WITNESS POST, ABOUT LEVEL WITH THE PENN. TRACK, ABOUT 3 FEET
 KZ0726'BELOW THE LEVEL OF THE N.Y. C AND ST. L. RR. TRACK, AND SET
 KZ0726'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0726
 KZ0726                          STATION RECOVERY (1969)
 KZ0726
 KZ0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KZ0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0719 ***********************************************************************
 KZ0719  DESIGNATION -  B 245 X
 KZ0719  PID         -  KZ0719
 KZ0719  STATE/COUNTY-  OH/MUSKINGUM
 KZ0719  USGS QUAD   -  TRINWAY (1981)
 KZ0719
 KZ0719                         *CURRENT SURVEY CONTROL
 KZ0719  ___________________________________________________________________
 KZ0719* NAD 83(1986)-  40 07 43.     (N)    082 01 02.     (W)     SCALED    
 KZ0719* NAVD 88     -       224.055  (meters)     735.09   (feet)  ADJUSTED  
 KZ0719  ___________________________________________________________________
 KZ0719  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KZ0719  DYNAMIC HT  -         223.938 (meters)     734.70  (feet)  COMP
 KZ0719  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 KZ0719
 KZ0719  VERT ORDER  -  FIRST     CLASS II
 KZ0719
 KZ0719.The horizontal coordinates were scaled from a topographic map and have
 KZ0719.an estimated accuracy of +/- 6 seconds.
 KZ0719
 KZ0719.The orthometric height was determined by differential leveling
 KZ0719.and adjusted by the National Geodetic Survey in June 1991..
 KZ0719
 KZ0719.The geoid height was determined by GEOID03.
 KZ0719
 KZ0719.The dynamic height is computed by dividing the NAVD 88
 KZ0719.geopotential number by the normal gravity value computed on the
 KZ0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0719.degrees latitude (g = 980.6199 gals.).
 KZ0719
 KZ0719.The modeled gravity was interpolated from observed gravity values.
 KZ0719
 KZ0719;                    North         East    Units  Estimated Accuracy
 KZ0719;SPC OH S     -   236,420.      641,150.      MT  (+/- 180 meters Scaled)
 KZ0719
 KZ0719                          SUPERSEDED SURVEY CONTROL
 KZ0719
 KZ0719  NGVD 29 (??/??/92)  224.276  (m)          735.81   (f) ADJ UNCH    1 2
 KZ0719
 KZ0719.Superseded values are not recommended for survey control.
 KZ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0719.See file dsdata.txt to determine how the superseded data were derived.
 KZ0719
 KZ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME133425(NAD 83)
 KZ0719_MARKER: DB = BENCH MARK DISK
 KZ0719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0719_SP_SET: BRIDGE SEAT
 KZ0719_STAMPING: B 245 X 1959
 KZ0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0719
 KZ0719  HISTORY     - Date     Condition        Report By
 KZ0719  HISTORY     - 1959     MONUMENTED       CGS
 KZ0719  HISTORY     - 1969     GOOD             NGS
 KZ0719
 KZ0719                          STATION DESCRIPTION
 KZ0719
 KZ0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0719'0.6 MI N FROM DRESDEN.
 KZ0719'ABOUT 0.6 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KZ0719'STATION AT DRESDEN, IN THE NORTHWEST EDGE OF TOWN, 102 YARDS
 KZ0719'SOUTHEAST OF THE SOUTHEAST END OF RAILROAD BRIDGE 1-42 OVER
 KZ0719'WAKATOMIKA CREEK, 6 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 KZ0719'IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST BRIDGE SEAT OF
 KZ0719'RAILROAD BRIDGE 1-49 OVER COUNTY ROAD NO. 76 AND A SMALL CREEK,
 KZ0719'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 KZ0719
 KZ0719                          STATION RECOVERY (1969)
 KZ0719
 KZ0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KZ0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1522 ***********************************************************************
 JX1522  DESIGNATION -  B 246
 JX1522  PID         -  JX1522
 JX1522  STATE/COUNTY-  OH/MORGAN
 JX1522  USGS QUAD   -  STOCKPORT (1994)
 JX1522
 JX1522                         *CURRENT SURVEY CONTROL
 JX1522  ___________________________________________________________________
 JX1522* NAD 83(1986)-  39 33 09.     (N)    081 47 15.     (W)     SCALED    
 JX1522* NAVD 88     -       201.425  (meters)     660.84   (feet)  ADJUSTED  
 JX1522  ___________________________________________________________________
 JX1522  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1522  DYNAMIC HT  -         201.303 (meters)     660.44  (feet)  COMP
 JX1522  MODELED GRAV-     980,018.1   (mgal)                       NAVD 88
 JX1522
 JX1522  VERT ORDER  -  FIRST     CLASS II
 JX1522
 JX1522.The horizontal coordinates were scaled from a topographic map and have
 JX1522.an estimated accuracy of +/- 6 seconds.
 JX1522
 JX1522.The orthometric height was determined by differential leveling
 JX1522.and adjusted by the National Geodetic Survey in June 1991..
 JX1522
 JX1522.The geoid height was determined by GEOID03.
 JX1522
 JX1522.The dynamic height is computed by dividing the NAVD 88
 JX1522.geopotential number by the normal gravity value computed on the
 JX1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1522.degrees latitude (g = 980.6199 gals.).
 JX1522
 JX1522.The modeled gravity was interpolated from observed gravity values.
 JX1522
 JX1522;                    North         East    Units  Estimated Accuracy
 JX1522;SPC OH S     -   172,590.      661,230.      MT  (+/- 180 meters Scaled)
 JX1522
 JX1522                          SUPERSEDED SURVEY CONTROL
 JX1522
 JX1522  NGVD 29 (??/??/92)  201.623  (m)          661.49   (f) ADJ UNCH    1 2
 JX1522
 JX1522.Superseded values are not recommended for survey control.
 JX1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1522.See file dsdata.txt to determine how the superseded data were derived.
 JX1522
 JX1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD323783(NAD 83)
 JX1522_MARKER: DB = BENCH MARK DISK
 JX1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1522_STAMPING: B 246 1959
 JX1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1522+STABILITY: SURFACE MOTION
 JX1522
 JX1522  HISTORY     - Date     Condition        Report By
 JX1522  HISTORY     - 1959     MONUMENTED       CGS
 JX1522
 JX1522                          STATION DESCRIPTION
 JX1522
 JX1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1522'AT STOCKPORT.
 JX1522'AT STOCKPORT, 0.2 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO
 JX1522'RAILROAD FROM THE STATION, ABOUT 0.25 MILE NORTHEAST ALONG THE
 JX1522'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 266, 14 1/2 FEET
 JX1522'SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET NORTHEAST OF MILEPOLE
 JX1522'34+5, 74 FEET SOUTH OF THE SOUTH CORNER OF RAILROAD TRESTLE OVER
 JX1522'BALD EAGLE RUN, 8 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 JX1522'SHED, 35 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A TRAIL
 JX1522'ROAD LEADING WEST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND
 JX1522'SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1491 ***********************************************************************
 JX1491  DESIGNATION -  B 247
 JX1491  PID         -  JX1491
 JX1491  STATE/COUNTY-  OH/MORGAN
 JX1491  USGS QUAD   -  ROKEBY LOCK (1994)
 JX1491
 JX1491                         *CURRENT SURVEY CONTROL
 JX1491  ___________________________________________________________________
 JX1491* NAD 83(1986)-  39 44 07.     (N)    081 54 52.     (W)     SCALED    
 JX1491* NAVD 88     -       211.550  (meters)     694.06   (feet)  ADJUSTED  
 JX1491  ___________________________________________________________________
 JX1491  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JX1491  DYNAMIC HT  -         211.430 (meters)     693.67  (feet)  COMP
 JX1491  MODELED GRAV-     980,052.9   (mgal)                       NAVD 88
 JX1491
 JX1491  VERT ORDER  -  FIRST     CLASS II
 JX1491
 JX1491.The horizontal coordinates were scaled from a topographic map and have
 JX1491.an estimated accuracy of +/- 6 seconds.
 JX1491
 JX1491.The orthometric height was determined by differential leveling
 JX1491.and adjusted by the National Geodetic Survey in June 1991..
 JX1491
 JX1491.The geoid height was determined by GEOID03.
 JX1491
 JX1491.The dynamic height is computed by dividing the NAVD 88
 JX1491.geopotential number by the normal gravity value computed on the
 JX1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1491.degrees latitude (g = 980.6199 gals.).
 JX1491
 JX1491.The modeled gravity was interpolated from observed gravity values.
 JX1491
 JX1491;                    North         East    Units  Estimated Accuracy
 JX1491;SPC OH S     -   192,800.      650,190.      MT  (+/- 180 meters Scaled)
 JX1491
 JX1491                          SUPERSEDED SURVEY CONTROL
 JX1491
 JX1491  NGVD 29 (??/??/92)  211.758  (m)          694.74   (f) ADJ UNCH    1 2
 JX1491
 JX1491.Superseded values are not recommended for survey control.
 JX1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1491.See file dsdata.txt to determine how the superseded data were derived.
 JX1491
 JX1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD216987(NAD 83)
 JX1491_MARKER: DB = BENCH MARK DISK
 JX1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1491_STAMPING: B 247 1959
 JX1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1491+STABILITY: SURFACE MOTION
 JX1491
 JX1491  HISTORY     - Date     Condition        Report By
 JX1491  HISTORY     - 1959     MONUMENTED       CGS
 JX1491
 JX1491                          STATION DESCRIPTION
 JX1491
 JX1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1491'7.6 MI NW FROM MALTA.
 JX1491'ABOUT 7.6 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1491'FROM THE STATION AT MALTA, IN SECTION 25, T-10-N, R-13-W, 80
 JX1491'YARDS NORTHWEST OF THE CENTER OF CROSSING OF A DRIVE LEADING
 JX1491'SOUTH, 16.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 6 FEET NORTHEAST
 JX1491'OF STATION SIGN EAGLEPORT, 6 FEET SOUTHWEST OF MILEPOLE 17+10, 72
 JX1491'FEET SOUTHWEST OF THE SOUTH CORNER OF A WOODEN CHURCH BUILDING,
 JX1491'79 FEET WEST OF THE WEST CORNER OF A WOODEN STORE BUILDING, 65 FEET
 JX1491'SOUTHEAST OF THE CENTER OF CROSSING OF DRIVE LEADING SOUTHWEST,
 JX1491'ABOUT LEVEL WITH THE TRACK, AND SET IN TOP OF A CONCRETE POST
 JX1491'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1207 ***********************************************************************
 KZ1207  DESIGNATION -  B 248
 KZ1207  PID         -  KZ1207
 KZ1207  STATE/COUNTY-  OH/RICHLAND
 KZ1207  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ1207
 KZ1207                         *CURRENT SURVEY CONTROL
 KZ1207  ___________________________________________________________________
 KZ1207* NAD 83(1986)-  40 50 10.     (N)    082 30 49.     (W)     SCALED    
 KZ1207* NAVD 88     -       370.185  (meters)    1214.52   (feet)  ADJUSTED  
 KZ1207  ___________________________________________________________________
 KZ1207  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KZ1207  DYNAMIC HT  -         370.008 (meters)    1213.93  (feet)  COMP
 KZ1207  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 KZ1207
 KZ1207  VERT ORDER  -  SECOND    CLASS 0
 KZ1207
 KZ1207.The horizontal coordinates were scaled from a topographic map and have
 KZ1207.an estimated accuracy of +/- 6 seconds.
 KZ1207
 KZ1207.The orthometric height was determined by differential leveling
 KZ1207.and adjusted by the National Geodetic Survey in June 1991..
 KZ1207
 KZ1207.The geoid height was determined by GEOID03.
 KZ1207
 KZ1207.The dynamic height is computed by dividing the NAVD 88
 KZ1207.geopotential number by the normal gravity value computed on the
 KZ1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1207.degrees latitude (g = 980.6199 gals.).
 KZ1207
 KZ1207.The modeled gravity was interpolated from observed gravity values.
 KZ1207
 KZ1207;                    North         East    Units  Estimated Accuracy
 KZ1207;SPC OH N     -   129,860.      598,850.      MT  (+/- 180 meters Scaled)
 KZ1207
 KZ1207                          SUPERSEDED SURVEY CONTROL
 KZ1207
 KZ1207  NGVD 29 (??/??/92)  370.346  (m)         1215.04   (f) ADJ UNCH    2 0
 KZ1207
 KZ1207.Superseded values are not recommended for survey control.
 KZ1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1207.See file dsdata.txt to determine how the superseded data were derived.
 KZ1207
 KZ1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF723216(NAD 83)
 KZ1207_MARKER: DB = BENCH MARK DISK
 KZ1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1207_STAMPING: B 248 1959
 KZ1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1207+STABILITY: SURFACE MOTION
 KZ1207
 KZ1207  HISTORY     - Date     Condition        Report By
 KZ1207  HISTORY     - 1959     MONUMENTED       CGS
 KZ1207  HISTORY     - 1970     GOOD             NGS
 KZ1207  HISTORY     - 20040525 MARK NOT FOUND   USPSQD
 KZ1207
 KZ1207                          STATION DESCRIPTION
 KZ1207
 KZ1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1207'4.6 MI N FROM MANSFIELD.
 KZ1207'ABOUT 4.6 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE OVERPASS
 KZ1207'OF U.S. HIGHWAY 30 AT MANSFIELD, 1.0 MILE SOUTH OF PLEASANT
 KZ1207'VALLEY CHURCH AND CEMETERY, 0.85 MILE SOUTH OF JUNCTION OF FIVE
 KZ1207'POINTS EAST ROAD AND JUNCTION OF STATE HIGHWAY 178 LEADING
 KZ1207'NORTHWEST, 70 FEET SOUTHWEST OF CENTER OF JUNCTION OF TIMMERMAN
 KZ1207'ROAD LEADING EAST, 48 FEET WEST OF CENTER LINE OF HIGHWAY, 2 FEET
 KZ1207'SOUTHEAST OF POWER LINE BRACE POLE NO. 80 D 23-19, ABOUT 3 FEET
 KZ1207'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 KZ1207'PROJECTING 3 INCHES.
 KZ1207
 KZ1207                          STATION RECOVERY (1970)
 KZ1207
 KZ1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1207'RECOVERED IN GOOD CONDITION.
 KZ1207
 KZ1207                          STATION RECOVERY (2004)
 KZ1207
 KZ1207'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1184 ***********************************************************************
 KZ1184  DESIGNATION -  B 249
 KZ1184  PID         -  KZ1184
 KZ1184  STATE/COUNTY-  OH/RICHLAND
 KZ1184  USGS QUAD   -  SHILOH (1981)
 KZ1184
 KZ1184                         *CURRENT SURVEY CONTROL
 KZ1184  ___________________________________________________________________
 KZ1184* NAD 83(1986)-  40 54 22.     (N)    082 33 39.     (W)     SCALED    
 KZ1184* NAVD 88     -       330.646  (meters)    1084.79   (feet)  ADJUSTED  
 KZ1184  ___________________________________________________________________
 KZ1184  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KZ1184  DYNAMIC HT  -         330.489 (meters)    1084.28  (feet)  COMP
 KZ1184  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 KZ1184
 KZ1184  VERT ORDER  -  SECOND    CLASS 0
 KZ1184
 KZ1184.The horizontal coordinates were scaled from a topographic map and have
 KZ1184.an estimated accuracy of +/- 6 seconds.
 KZ1184
 KZ1184.The orthometric height was determined by differential leveling
 KZ1184.and adjusted by the National Geodetic Survey in June 1991..
 KZ1184
 KZ1184.The geoid height was determined by GEOID03.
 KZ1184
 KZ1184.The dynamic height is computed by dividing the NAVD 88
 KZ1184.geopotential number by the normal gravity value computed on the
 KZ1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1184.degrees latitude (g = 980.6199 gals.).
 KZ1184
 KZ1184.The modeled gravity was interpolated from observed gravity values.
 KZ1184
 KZ1184;                    North         East    Units  Estimated Accuracy
 KZ1184;SPC OH N     -   137,640.      594,880.      MT  (+/- 180 meters Scaled)
 KZ1184
 KZ1184                          SUPERSEDED SURVEY CONTROL
 KZ1184
 KZ1184  NGVD 29 (??/??/92)  330.796  (m)         1085.29   (f) ADJ UNCH    2 0
 KZ1184
 KZ1184.Superseded values are not recommended for survey control.
 KZ1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1184.See file dsdata.txt to determine how the superseded data were derived.
 KZ1184
 KZ1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF685295(NAD 83)
 KZ1184_MARKER: DB = BENCH MARK DISK
 KZ1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1184_STAMPING: B 249 1959
 KZ1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1184+STABILITY: SURFACE MOTION
 KZ1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1184+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 KZ1184
 KZ1184  HISTORY     - Date     Condition        Report By
 KZ1184  HISTORY     - 1959     MONUMENTED       CGS
 KZ1184  HISTORY     - 1970     GOOD             NGS
 KZ1184  HISTORY     - 1988     GOOD             USPSQD
 KZ1184  HISTORY     - 1989     GOOD             USPSQD
 KZ1184  HISTORY     - 20040525 GOOD             USPSQD
 KZ1184  HISTORY     - 20050916 GOOD             USPSQD
 KZ1184
 KZ1184                          STATION DESCRIPTION
 KZ1184
 KZ1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1184'4.1 MI SE FROM PLANKTOWN.
 KZ1184'ABOUT 4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 178 FROM THE JUNCTION
 KZ1184'OF STATE HIGHWAY 603 AT PLANKTOWN, AT GANES, 24 1/2 FEET EAST
 KZ1184'OF CENTER LINE OF HIGHWAY, IN TRIANGLE FORMED BY JUNCTION OF
 KZ1184'GANGES EAST ROAD LEADING EAST ABOUT IN LINE WITH ROAD EAST,
 KZ1184'1.6 FEET SOUTH OF A STEEL POST WITH ROAD SIGN, 11 FEET SOUTH OF AN
 KZ1184'IRON POLE SUPPORTING A LARGE BIRD HOUSE, 30 FEET NORTH OF POWER
 KZ1184'POLE NO. 76-EC-1, ABOUT LEVEL WITH ROADS AND SET IN THE TOP OF A
 KZ1184'CONCRETE POST PROJECTING 1 INCH.  NOTE-- MARK MAY BE REACHED
 KZ1184'FROM SHELBY, RICHLAND COUNTY BY GOING ABOUT 5.65 MILES EAST ALONG
 KZ1184'STATE HIGHWAY 96 FROM THE JUNCTION OF STATE HIGHWAY 39 S, THENCE
 KZ1184'ABOUT 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 178.
 KZ1184
 KZ1184                          STATION RECOVERY (1970)
 KZ1184
 KZ1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1184'RECOVERED IN GOOD CONDITION.
 KZ1184
 KZ1184                          STATION RECOVERY (1988)
 KZ1184
 KZ1184'RECOVERY NOTE BY US POWER SQUADRON 1988 (WN)
 KZ1184'RECOVERED IN GOOD CONDITION.
 KZ1184
 KZ1184                          STATION RECOVERY (1989)
 KZ1184
 KZ1184'RECOVERY NOTE BY US POWER SQUADRON 1989 (BN)
 KZ1184'RECOVERED IN GOOD CONDITION.
 KZ1184
 KZ1184                          STATION RECOVERY (2004)
 KZ1184
 KZ1184'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1184'WITNESS POST MISSING .
 KZ1184
 KZ1184                          STATION RECOVERY (2005)
 KZ1184
 KZ1184'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1645 ***********************************************************************
 KZ1645  DESIGNATION -  B 25
 KZ1645  PID         -  KZ1645
 KZ1645  STATE/COUNTY-  OH/LOGAN
 KZ1645  USGS QUAD   -  RUSHSYLVANIA (1973)
 KZ1645
 KZ1645                         *CURRENT SURVEY CONTROL
 KZ1645  ___________________________________________________________________
 KZ1645* NAD 83(1986)-  40 24 10.     (N)    083 44 50.     (W)     SCALED    
 KZ1645* NAVD 88     -       401.116  (meters)    1315.99   (feet)  ADJUSTED  
 KZ1645  ___________________________________________________________________
 KZ1645  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KZ1645  DYNAMIC HT  -         400.904 (meters)    1315.30  (feet)  COMP
 KZ1645  MODELED GRAV-     980,084.2   (mgal)                       NAVD 88
 KZ1645
 KZ1645  VERT ORDER  -  SECOND    CLASS 0
 KZ1645
 KZ1645.The horizontal coordinates were scaled from a topographic map and have
 KZ1645.an estimated accuracy of +/- 6 seconds.
 KZ1645
 KZ1645.The orthometric height was determined by differential leveling
 KZ1645.and adjusted by the National Geodetic Survey in June 1991..
 KZ1645.WARNING-Repeat measurements at this control monument indicate possible
 KZ1645.vertical movement.
 KZ1645
 KZ1645.The geoid height was determined by GEOID03.
 KZ1645
 KZ1645.The dynamic height is computed by dividing the NAVD 88
 KZ1645.geopotential number by the normal gravity value computed on the
 KZ1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1645.degrees latitude (g = 980.6199 gals.).
 KZ1645
 KZ1645.The modeled gravity was interpolated from observed gravity values.
 KZ1645
 KZ1645;                    North         East    Units  Estimated Accuracy
 KZ1645;SPC OH N     -    82,500.      494,130.      MT  (+/- 180 meters Scaled)
 KZ1645
 KZ1645                          SUPERSEDED SURVEY CONTROL
 KZ1645
 KZ1645  NGVD 29 (??/??/92)  401.295  (m)         1316.58   (f) ADJ UNCH    2 0
 KZ1645
 KZ1645.Superseded values are not recommended for survey control.
 KZ1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1645.See file dsdata.txt to determine how the superseded data were derived.
 KZ1645
 KZ1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE668760(NAD 83)
 KZ1645_MARKER: DB = BENCH MARK DISK
 KZ1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1645_STAMPING: B 25 1934
 KZ1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1645+STABILITY: SURFACE MOTION
 KZ1645
 KZ1645  HISTORY     - Date     Condition        Report By
 KZ1645  HISTORY     - 1934     MONUMENTED       CGS
 KZ1645  HISTORY     - 1936     GOOD             NGS
 KZ1645
 KZ1645                          STATION DESCRIPTION
 KZ1645
 KZ1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1645'2.9 MI N FROM BELLEFONTAINE.
 KZ1645'2.9 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KZ1645'ST. LOUIS RAILWAY FROM THE STATION AT BELLEFONTAINE, 200 YARDS
 KZ1645'NORTH OF THE ABANDONED SWITCH TOWER AT TURNER, AT A HIGHWAY
 KZ1645'CROSSING, 34.8 FEET NORTH OF THE NORTH RAIL, 27.9 FEET EAST OF THE
 KZ1645'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE TRACK.  A STANDARD
 KZ1645'DISK, STAMPED B 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1211 ***********************************************************************
 KZ1211  DESIGNATION -  B 250
 KZ1211  PID         -  KZ1211
 KZ1211  STATE/COUNTY-  OH/RICHLAND
 KZ1211  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ1211
 KZ1211                         *CURRENT SURVEY CONTROL
 KZ1211  ___________________________________________________________________
 KZ1211* NAD 83(1986)-  40 48 51.     (N)    082 30 44.     (W)     SCALED    
 KZ1211* NAVD 88     -       394.348  (meters)    1293.79   (feet)  ADJUSTED  
 KZ1211  ___________________________________________________________________
 KZ1211  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ1211  DYNAMIC HT  -         394.159 (meters)    1293.17  (feet)  COMP
 KZ1211  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 KZ1211
 KZ1211  VERT ORDER  -  SECOND    CLASS 0
 KZ1211
 KZ1211.This mark is at Mansfield Lahm Municipal Airport (MFD)
 KZ1211
 KZ1211.The horizontal coordinates were scaled from a topographic map and have
 KZ1211.an estimated accuracy of +/- 6 seconds.
 KZ1211
 KZ1211.The orthometric height was determined by differential leveling
 KZ1211.and adjusted by the National Geodetic Survey in June 1991..
 KZ1211
 KZ1211.The geoid height was determined by GEOID03.
 KZ1211
 KZ1211.The dynamic height is computed by dividing the NAVD 88
 KZ1211.geopotential number by the normal gravity value computed on the
 KZ1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1211.degrees latitude (g = 980.6199 gals.).
 KZ1211
 KZ1211.The modeled gravity was interpolated from observed gravity values.
 KZ1211
 KZ1211;                    North         East    Units  Estimated Accuracy
 KZ1211;SPC OH N     -   127,430.      598,970.      MT  (+/- 180 meters Scaled)
 KZ1211
 KZ1211                          SUPERSEDED SURVEY CONTROL
 KZ1211
 KZ1211  NGVD 29 (??/??/92)  394.504  (m)         1294.30   (f) ADJ UNCH    2 0
 KZ1211
 KZ1211.Superseded values are not recommended for survey control.
 KZ1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1211.See file dsdata.txt to determine how the superseded data were derived.
 KZ1211
 KZ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF724192(NAD 83)
 KZ1211_MARKER: DB = BENCH MARK DISK
 KZ1211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KZ1211_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KZ1211_STAMPING: B 250 1959
 KZ1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1211
 KZ1211  HISTORY     - Date     Condition        Report By
 KZ1211  HISTORY     - 1959     MONUMENTED       CGS
 KZ1211  HISTORY     - 1963     GOOD             NGS
 KZ1211  HISTORY     - 19870322 MARK NOT FOUND   USPSQD
 KZ1211
 KZ1211                          STATION DESCRIPTION
 KZ1211
 KZ1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1211'3 MI N FROM MANSFIELD.
 KZ1211'ABOUT 3 MILES NORTH OF MANSFIELD, AT MANSFIELD MUNICIPAL AIRPORT,
 KZ1211'22 1/2 FEET SOUTH OF CENTER LINE OF A SERVICE ROAD ALONG NORTH
 KZ1211'SIDE OF HANGARS, 43 FEET NORTHEAST OF NORTHWEST CORNER OF THE
 KZ1211'FIRST HANGAR WEST OF THE WESTERN MOST QUONSET TYPE HANGAR, 61 1/2
 KZ1211'FEET NORTHWEST OF NORTHEAST CORNER OF SAME HANGAR BUILDING, 374 1/2
 KZ1211'FEET EAST OF JUNCTION OF SERVICE ROAD AND AIRPORT ROAD, IN THE TOP
 KZ1211'OF THE SOUTHWEST CORNER OF A 3 BY 3-FOOT CONCRETE MAN-HOLE WITH
 KZ1211'IRON LID, 60 YARDS SOUTHEAST OF THE SOUTHEAST ONE OF TWO BEACON
 KZ1211'LIGHTS, 4 FEET NORTHEAST OF A 10-FOOT HIGH IRON VENT PIPE, AND
 KZ1211'ABOUT LEVEL WITH SERVICE ROAD.
 KZ1211
 KZ1211                          STATION RECOVERY (1963)
 KZ1211
 KZ1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KZ1211'RECOVERED IN GOOD CONDITION.
 KZ1211
 KZ1211                          STATION RECOVERY (1987)
 KZ1211
 KZ1211'RECOVERY NOTE BY US POWER SQUADRON 1987 (WN)
 KZ1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2404 ***********************************************************************
 KZ2404  DESIGNATION -  B 251 RESET
 KZ2404  PID         -  KZ2404
 KZ2404  STATE/COUNTY-  OH/RICHLAND
 KZ2404  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ2404
 KZ2404                         *CURRENT SURVEY CONTROL
 KZ2404  ___________________________________________________________________
 KZ2404* NAD 83(1986)-  40 45 26.     (N)    082 31 01.     (W)     SCALED    
 KZ2404* NAVD 88     -       379.50   (meters)    1245.1    (feet)  RESET     
 KZ2404  ___________________________________________________________________
 KZ2404  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KZ2404
 KZ2404  VERT ORDER  -  THIRD
 KZ2404
 KZ2404.The horizontal coordinates were scaled from a topographic map and have
 KZ2404.an estimated accuracy of +/- 6 seconds.
 KZ2404
 KZ2404.The orthometric height was computed from unverified reset data.
 KZ2404.No vertical observational check was made to the station.
 KZ2404
 KZ2404.The geoid height was determined by GEOID03.
 KZ2404
 KZ2404;                    North         East    Units  Estimated Accuracy
 KZ2404;SPC OH N     -   121,100.      598,570.      MT  (+/- 180 meters Scaled)
 KZ2404
 KZ2404                          SUPERSEDED SURVEY CONTROL
 KZ2404
 KZ2404  NGVD 29 (10/13/05)  379.65   (m)         1245.6    (f) RESET       3  
 KZ2404
 KZ2404.Superseded values are not recommended for survey control.
 KZ2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2404.See file dsdata.txt to determine how the superseded data were derived.
 KZ2404
 KZ2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF719129(NAD 83)
 KZ2404_MARKER: DB = BENCH MARK DISK
 KZ2404_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KZ2404+WITH SETTING: PAVEMENT
 KZ2404_SP_SET: LIGHT POLE FOUNDATION
 KZ2404_STAMPING: B 251 RESET 1984
 KZ2404_MARK LOGO: NGS   
 KZ2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2404+STABILITY: SURFACE MOTION
 KZ2404
 KZ2404  HISTORY     - Date     Condition        Report By
 KZ2404  HISTORY     - 1984     MONUMENTED       NGS
 KZ2404  HISTORY     - 20040517 MARK NOT FOUND   USPSQD
 KZ2404
 KZ2404                          STATION DESCRIPTION
 KZ2404
 KZ2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KZ2404'IN MANSFIELD.
 KZ2404'IN DOWNTOWN MANSFIELD, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 KZ2404'WEST SECOND STREET AND SOUTH WALNUT STREET, 12.2 M (40.0 FT) NORTH OF
 KZ2404'THE CENTERLINE OF WEST SECOND STREET, 4.3 M (14.1 FT) EAST OF THE
 KZ2404'CENTERLINE OF SOUTH WALNUT STREET, 7.0 M (23.0 FT) WEST OF THE
 KZ2404'SOUTHWEST CORNER OF HOUSE NUMBER 16, AND 3.7 M (12.1 FT) SOUTHWEST OF
 KZ2404'A FIRE HYDRANT, IN TOP OF OF A 0.45 M (1.5 FT) SQUARE ABANDONED
 KZ2404'STREET LAMP BASE PROJECTING 6 CM (0.2 FT) ABOVE THE SURROUNDING
 KZ2404'BRICKWORK.
 KZ2404'THE MARK IS 0.12 M ABOVE ROAD.
 KZ2404
 KZ2404                          STATION RECOVERY (2004)
 KZ2404
 KZ2404'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ2404'STREET IS NOW ERECTED UPON THIS BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0314 ***********************************************************************
 KZ0314  DESIGNATION -  B 252
 KZ0314  PID         -  KZ0314
 KZ0314  STATE/COUNTY-  OH/RICHLAND
 KZ0314  USGS QUAD   -  LUCAS (1961)
 KZ0314
 KZ0314                         *CURRENT SURVEY CONTROL
 KZ0314  ___________________________________________________________________
 KZ0314* NAD 83(1986)-  40 37 41.     (N)    082 23 19.     (W)     SCALED    
 KZ0314* NAVD 88     -       320.423  (meters)    1051.25   (feet)  ADJUSTED  
 KZ0314  ___________________________________________________________________
 KZ0314  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KZ0314  DYNAMIC HT  -         320.266 (meters)    1050.74  (feet)  COMP
 KZ0314  MODELED GRAV-     980,124.1   (mgal)                       NAVD 88
 KZ0314
 KZ0314  VERT ORDER  -  SECOND    CLASS 0
 KZ0314
 KZ0314.The horizontal coordinates were scaled from a topographic map and have
 KZ0314.an estimated accuracy of +/- 6 seconds.
 KZ0314
 KZ0314.The orthometric height was determined by differential leveling
 KZ0314.and adjusted by the National Geodetic Survey in June 1991..
 KZ0314
 KZ0314.The geoid height was determined by GEOID03.
 KZ0314
 KZ0314.The dynamic height is computed by dividing the NAVD 88
 KZ0314.geopotential number by the normal gravity value computed on the
 KZ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0314.degrees latitude (g = 980.6199 gals.).
 KZ0314
 KZ0314.The modeled gravity was interpolated from observed gravity values.
 KZ0314
 KZ0314;                    North         East    Units  Estimated Accuracy
 KZ0314;SPC OH N     -   106,770.      609,420.      MT  (+/- 180 meters Scaled)
 KZ0314
 KZ0314                          SUPERSEDED SURVEY CONTROL
 KZ0314
 KZ0314  NGVD 29 (??/??/92)  320.603  (m)         1051.85   (f) ADJ UNCH    2 0
 KZ0314
 KZ0314.Superseded values are not recommended for survey control.
 KZ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0314.See file dsdata.txt to determine how the superseded data were derived.
 KZ0314
 KZ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE825983(NAD 83)
 KZ0314_MARKER: DB = BENCH MARK DISK
 KZ0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0314_STAMPING: A 252 1959
 KZ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0314+STABILITY: SURFACE MOTION
 KZ0314
 KZ0314  HISTORY     - Date     Condition        Report By
 KZ0314  HISTORY     - 1959     MONUMENTED       CGS
 KZ0314  HISTORY     - 1969     GOOD             NGS
 KZ0314  HISTORY     - 1987     GOOD             USPSQD
 KZ0314  HISTORY     - 1989     GOOD             USPSQD
 KZ0314
 KZ0314                          STATION DESCRIPTION
 KZ0314
 KZ0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0314'0.2 MI SW FROM NEWVILLE.
 KZ0314'ABOUT 0.25 MILE SOUTHWEST ALONG STATE HIGHWAY 95 FROM THE METHODIST
 KZ0314'CHURCH AT NEWVILLE, 0.1 MILE SOUTHWEST OF INTERSECTION OF BUNKER
 KZ0314'HILL ROAD SOUTHEAST AND POSSUM RUN ROAD LEADING NORTHWEST, 16 1/2
 KZ0314'FEET SOUTHEAST OF CENTER LINE OF HIGHWAY 95, IN TOP OF THE SOUTHEAST
 KZ0314'END OF THE SOUTHWEST ABUTMENT OF CONCRETE BRIDGE OVER OPOSSUM RUN,
 KZ0314'2 FEET SOUTH-SOUTHEAST OF CONCRETE BANISTER, AND ABOUT 1/2 FOOT
 KZ0314'ABOVE THE LEVEL OF BRIDGE FLOOR.
 KZ0314
 KZ0314                          STATION RECOVERY (1969)
 KZ0314
 KZ0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KZ0314'RECOVERED IN GOOD CONDITION.
 KZ0314
 KZ0314                          STATION RECOVERY (1987)
 KZ0314
 KZ0314'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0314'RECOVERED IN GOOD CONDITION.
 KZ0314
 KZ0314                          STATION RECOVERY (1989)
 KZ0314
 KZ0314'RECOVERY NOTE BY US POWER SQUADRON 1989 (BN)
 KZ0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0405 ***********************************************************************
 KZ0405  DESIGNATION -  B 253
 KZ0405  PID         -  KZ0405
 KZ0405  STATE/COUNTY-  OH/ASHLAND
 KZ0405  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0405
 KZ0405                         *CURRENT SURVEY CONTROL
 KZ0405  ___________________________________________________________________
 KZ0405* NAD 83(1986)-  40 38 06.     (N)    082 13 54.     (W)     SCALED    
 KZ0405* NAVD 88     -       296.548  (meters)     972.92   (feet)  ADJUSTED  
 KZ0405  ___________________________________________________________________
 KZ0405  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KZ0405  DYNAMIC HT  -         296.404 (meters)     972.45  (feet)  COMP
 KZ0405  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 KZ0405
 KZ0405  VERT ORDER  -  SECOND    CLASS 0
 KZ0405
 KZ0405.The horizontal coordinates were scaled from a topographic map and have
 KZ0405.an estimated accuracy of +/- 6 seconds.
 KZ0405
 KZ0405.The orthometric height was determined by differential leveling
 KZ0405.and adjusted by the National Geodetic Survey in June 1991..
 KZ0405
 KZ0405.The geoid height was determined by GEOID03.
 KZ0405
 KZ0405.The dynamic height is computed by dividing the NAVD 88
 KZ0405.geopotential number by the normal gravity value computed on the
 KZ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0405.degrees latitude (g = 980.6199 gals.).
 KZ0405
 KZ0405.The modeled gravity was interpolated from observed gravity values.
 KZ0405
 KZ0405;                    North         East    Units  Estimated Accuracy
 KZ0405;SPC OH N     -   107,570.      622,700.      MT  (+/- 180 meters Scaled)
 KZ0405
 KZ0405                          SUPERSEDED SURVEY CONTROL
 KZ0405
 KZ0405  NGVD 29 (??/??/92)  296.734  (m)          973.53   (f) ADJ UNCH    2 0
 KZ0405
 KZ0405.Superseded values are not recommended for survey control.
 KZ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0405.See file dsdata.txt to determine how the superseded data were derived.
 KZ0405
 KZ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE958989(NAD 83)
 KZ0405_MARKER: DB = BENCH MARK DISK
 KZ0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0405_SP_SET: FOUNDATION
 KZ0405_STAMPING: B 253 1959
 KZ0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0405
 KZ0405  HISTORY     - Date     Condition        Report By
 KZ0405  HISTORY     - 1959     MONUMENTED       CGS
 KZ0405  HISTORY     - 1970     GOOD             NGS
 KZ0405  HISTORY     - 1986     GOOD             OHDT
 KZ0405  HISTORY     - 1991     GOOD             USPSQD
 KZ0405
 KZ0405                          STATION DESCRIPTION
 KZ0405
 KZ0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0405'AT LOUDONVILLE.
 KZ0405'AT LOUDONILLE, AT THE INTERSECTION OF EAST MAIN STREET AND
 KZ0405'SOUTH WOOD STREET, SET VERTICALY IN THE NORTH FACE OF STONE
 KZ0405'FOUNDATION OF LOUDONVILLE HIGH SCHOOL, 1.6 FEET EAST OF THE
 KZ0405'NORTHWEST CORNER OF BUILDING, 0.9 FOOT ABOVE THE GROUND, 82
 KZ0405'FEET SOUTH OF THE CENTER LINE OF EAST MAIN STREET, 45 FEET EAST
 KZ0405'OF THE CENTER LINE OF THE SOUTH WOOD STREET, AND ABOUT 2 1/2
 KZ0405'FEET ABOVE THE LEVEL OF THE STREET.
 KZ0405
 KZ0405                          STATION RECOVERY (1970)
 KZ0405
 KZ0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0405'RECOVERED IN GOOD CONDITION.
 KZ0405
 KZ0405                          STATION RECOVERY (1986)
 KZ0405
 KZ0405'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1986 (JY)
 KZ0405'RECOVERED IN GOOD CONDITION.
 KZ0405
 KZ0405                          STATION RECOVERY (1991)
 KZ0405
 KZ0405'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 KZ0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0789 ***********************************************************************
 KZ0789  DESIGNATION -  B 254
 KZ0789  PID         -  KZ0789
 KZ0789  STATE/COUNTY-  OH/KNOX
 KZ0789  USGS QUAD   -  MT VERNON (1982)
 KZ0789
 KZ0789                         *CURRENT SURVEY CONTROL
 KZ0789  ___________________________________________________________________
 KZ0789* NAD 83(1986)-  40 27 54.     (N)    082 23 17.     (W)     SCALED    
 KZ0789* NAVD 88     -       341.845  (meters)    1121.54   (feet)  ADJUSTED  
 KZ0789  ___________________________________________________________________
 KZ0789  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KZ0789  DYNAMIC HT  -         341.671 (meters)    1120.97  (feet)  COMP
 KZ0789  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 KZ0789
 KZ0789  VERT ORDER  -  SECOND    CLASS 0
 KZ0789
 KZ0789.The horizontal coordinates were scaled from a topographic map and have
 KZ0789.an estimated accuracy of +/- 6 seconds.
 KZ0789
 KZ0789.The orthometric height was determined by differential leveling
 KZ0789.and adjusted by the National Geodetic Survey in June 1991..
 KZ0789
 KZ0789.The geoid height was determined by GEOID03.
 KZ0789
 KZ0789.The dynamic height is computed by dividing the NAVD 88
 KZ0789.geopotential number by the normal gravity value computed on the
 KZ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0789.degrees latitude (g = 980.6199 gals.).
 KZ0789
 KZ0789.The modeled gravity was interpolated from observed gravity values.
 KZ0789
 KZ0789;                    North         East    Units  Estimated Accuracy
 KZ0789;SPC OH N     -    88,660.      609,490.      MT  (+/- 180 meters Scaled)
 KZ0789
 KZ0789                          SUPERSEDED SURVEY CONTROL
 KZ0789
 KZ0789  NGVD 29 (??/??/92)  342.034  (m)         1122.16   (f) ADJ UNCH    2 0
 KZ0789
 KZ0789.Superseded values are not recommended for survey control.
 KZ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0789.See file dsdata.txt to determine how the superseded data were derived.
 KZ0789
 KZ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE823802(NAD 83)
 KZ0789_MARKER: DB = BENCH MARK DISK
 KZ0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0789_SP_SET: CULVERT
 KZ0789_STAMPING: B 254 1959
 KZ0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0789
 KZ0789  HISTORY     - Date     Condition        Report By
 KZ0789  HISTORY     - 1959     MONUMENTED       CGS
 KZ0789
 KZ0789                          STATION DESCRIPTION
 KZ0789
 KZ0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0789'0.7 MI SW FROM AMITY.
 KZ0789'ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 KZ0789'OF COUNTY ROAD 14 AT AMITY, 0.55 MILE SOUTHWEST ALONG HIGHWAY 3
 KZ0789'FROM THE INTERSECTION OF COUNTY ROAD 66, 112 YARDS NORTHEAST
 KZ0789'OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST AND UPHILL, 33
 KZ0789'FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY, IN TOP OF THE
 KZ0789'SOUTWEST END OF THE SOUTHEAST HEAD WALL OF A 3 1/2-FOOT SKEW
 KZ0789'CONCRETE CULVERT UNDER THE HIGHWAY, AND ABOUT 3 1/2 FEET
 KZ0789'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0121 ***********************************************************************
 KZ0121  DESIGNATION -  B 255
 KZ0121  PID         -  KZ0121
 KZ0121  STATE/COUNTY-  OH/ASHLAND
 KZ0121  USGS QUAD   -  PAVONIA (1984)
 KZ0121
 KZ0121                         *CURRENT SURVEY CONTROL
 KZ0121  ___________________________________________________________________
 KZ0121* NAD 83(1986)-  40 48 43.     (N)    082 23 20.     (W)     SCALED    
 KZ0121* NAVD 88     -       316.236  (meters)    1037.52   (feet)  ADJUSTED  
 KZ0121  ___________________________________________________________________
 KZ0121  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KZ0121  DYNAMIC HT  -         316.088 (meters)    1037.03  (feet)  COMP
 KZ0121  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 KZ0121
 KZ0121  VERT ORDER  -  SECOND    CLASS 0
 KZ0121
 KZ0121.The horizontal coordinates were scaled from a topographic map and have
 KZ0121.an estimated accuracy of +/- 6 seconds.
 KZ0121
 KZ0121.The orthometric height was determined by differential leveling
 KZ0121.and adjusted by the National Geodetic Survey in June 1991..
 KZ0121
 KZ0121.The geoid height was determined by GEOID03.
 KZ0121
 KZ0121.The dynamic height is computed by dividing the NAVD 88
 KZ0121.geopotential number by the normal gravity value computed on the
 KZ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0121.degrees latitude (g = 980.6199 gals.).
 KZ0121
 KZ0121.The modeled gravity was interpolated from observed gravity values.
 KZ0121
 KZ0121;                    North         East    Units  Estimated Accuracy
 KZ0121;SPC OH N     -   127,180.      609,370.      MT  (+/- 180 meters Scaled)
 KZ0121
 KZ0121                          SUPERSEDED SURVEY CONTROL
 KZ0121
 KZ0121  NGVD 29 (??/??/92)  316.404  (m)         1038.07   (f) ADJ UNCH    2 0
 KZ0121
 KZ0121.Superseded values are not recommended for survey control.
 KZ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0121.See file dsdata.txt to determine how the superseded data were derived.
 KZ0121
 KZ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF828188(NAD 83)
 KZ0121_MARKER: DB = BENCH MARK DISK
 KZ0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0121_SP_SET: ABUTMENT
 KZ0121_STAMPING: B 255 1959
 KZ0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0121
 KZ0121  HISTORY     - Date     Condition        Report By
 KZ0121  HISTORY     - 1959     MONUMENTED       CGS
 KZ0121  HISTORY     - 1970     GOOD             NGS
 KZ0121
 KZ0121                          STATION DESCRIPTION
 KZ0121
 KZ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0121'3.5 MI NW FROM MIFFLIN.
 KZ0121'ABOUT 3.5 MILES NORTHWEST ALONG STATE HIGHWAY 603 FROM THE LUTHERAN
 KZ0121'CHURCH AT MIFFLIN, 0.8 MILE NORTH OF THE OVERPASS OF A INTERSTATE
 KZ0121'HIGHWAY OVER HIGHWAY 603, 0.75 MILE SOUTH OF THE INTERSECTION OF
 KZ0121'U.S. HIGHWAY 42 AT FIVE POINTS, 21 FEET EAST OF THE CENTER LINE
 KZ0121'OF THE HIGHWAY, IN TOP OF THE CENTER ONE OF FIVE STEPS IN THE EAST
 KZ0121'END OF THE NORTH ABUTMENT TO A 15-FOOT BRIDGE OVER A SMALL STREAM,
 KZ0121'1 FOOT WEST OF THE EAST END OF THE CENTER STEP, AND ABOUT 2 1/2
 KZ0121'FEET BELOW THE LEVEL OF THE HIGHWAY.
 KZ0121
 KZ0121                          STATION RECOVERY (1970)
 KZ0121
 KZ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0113 ***********************************************************************
 KZ0113  DESIGNATION -  B 256
 KZ0113  PID         -  KZ0113
 KZ0113  STATE/COUNTY-  OH/ASHLAND
 KZ0113  USGS QUAD   -  OLIVESBURG (1981)
 KZ0113
 KZ0113                         *CURRENT SURVEY CONTROL
 KZ0113  ___________________________________________________________________
 KZ0113* NAD 83(1986)-  40 59 34.     (N)    082 25 29.     (W)     SCALED    
 KZ0113* NAVD 88     -       343.861  (meters)    1128.15   (feet)  ADJUSTED  
 KZ0113  ___________________________________________________________________
 KZ0113  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KZ0113  DYNAMIC HT  -         343.703 (meters)    1127.63  (feet)  COMP
 KZ0113  MODELED GRAV-     980,155.3   (mgal)                       NAVD 88
 KZ0113
 KZ0113  VERT ORDER  -  SECOND    CLASS 0
 KZ0113
 KZ0113.The horizontal coordinates were scaled from a topographic map and have
 KZ0113.an estimated accuracy of +/- 6 seconds.
 KZ0113
 KZ0113.The orthometric height was determined by differential leveling
 KZ0113.and adjusted by the National Geodetic Survey in June 1991..
 KZ0113
 KZ0113.The geoid height was determined by GEOID03.
 KZ0113
 KZ0113.The dynamic height is computed by dividing the NAVD 88
 KZ0113.geopotential number by the normal gravity value computed on the
 KZ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0113.degrees latitude (g = 980.6199 gals.).
 KZ0113
 KZ0113.The modeled gravity was interpolated from observed gravity values.
 KZ0113
 KZ0113;                    North         East    Units  Estimated Accuracy
 KZ0113;SPC OH N     -   147,260.      606,330.      MT  (+/- 180 meters Scaled)
 KZ0113
 KZ0113                          SUPERSEDED SURVEY CONTROL
 KZ0113
 KZ0113  NGVD 29 (??/??/92)  344.026  (m)         1128.69   (f) ADJ UNCH    2 0
 KZ0113
 KZ0113.Superseded values are not recommended for survey control.
 KZ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0113.See file dsdata.txt to determine how the superseded data were derived.
 KZ0113
 KZ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF801389(NAD 83)
 KZ0113_MARKER: DB = BENCH MARK DISK
 KZ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0113_STAMPING: B 256 1959
 KZ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0113+STABILITY: SURFACE MOTION
 KZ0113
 KZ0113  HISTORY     - Date     Condition        Report By
 KZ0113  HISTORY     - 1959     MONUMENTED       CGS
 KZ0113  HISTORY     - 1969     GOOD             NGS
 KZ0113  HISTORY     - 1987     GOOD             OHDT
 KZ0113
 KZ0113                          STATION DESCRIPTION
 KZ0113
 KZ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0113'4.8 MI NW FROM SAVANNAH.
 KZ0113'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 60 FROM THE
 KZ0113'SCHOOL AT SAVANNAH, THENCE ABOUT 2.6 MILES WEST ALONG COUNTY
 KZ0113'ROAD 11, 0.55 MILE EAST OF A ROAD CROSSING (FOLLOWING
 KZ0113'HURON-ASHLAND COUNTY LINE TO THE NORTH), AT A POINT WHERE THE
 KZ0113'ROAD NUMBER CHANGE (ASHLAND COUNTY ROAD 11 TO THE EAST AND
 KZ0113'BASE LINE ROAD TO THE WEST), AT THE JUNCTION OF MC KIBBEN
 KZ0113'ROAD LEADING SOUTH, 16 FEET NORTH OF THE CENTER LINE OF BASE
 KZ0113'LINE ROAD, 164 FEET WEST OF THE CENTER OF THE JUNCTION, 2 1/2
 KZ0113'FEET SOUTHEAST OF THE FIRST POWER LINE POLE WEST OF THE JUNCTION,
 KZ0113'1 1/2 FEET SOUTH OF A FENCE LINE, 2 FEET WEST OF A STEEL WITNESS
 KZ0113'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 KZ0113'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0113
 KZ0113                          STATION RECOVERY (1969)
 KZ0113
 KZ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KZ0113'RECOVERED IN GOOD CONDITION.
 KZ0113
 KZ0113                          STATION RECOVERY (1987)
 KZ0113
 KZ0113'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0538 ***********************************************************************
 KZ0538  DESIGNATION -  B 257
 KZ0538  PID         -  KZ0538
 KZ0538  STATE/COUNTY-  OH/ASHLAND
 KZ0538  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0538
 KZ0538                         *CURRENT SURVEY CONTROL
 KZ0538  ___________________________________________________________________
 KZ0538* NAD 83(1986)-  40 47 40.     (N)    082 07 39.     (W)     SCALED    
 KZ0538* NAVD 88     -       308.340  (meters)    1011.61   (feet)  ADJUSTED  
 KZ0538  ___________________________________________________________________
 KZ0538  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KZ0538  DYNAMIC HT  -         308.199 (meters)    1011.15  (feet)  COMP
 KZ0538  MODELED GRAV-     980,157.6   (mgal)                       NAVD 88
 KZ0538
 KZ0538  VERT ORDER  -  SECOND    CLASS 0
 KZ0538
 KZ0538.The horizontal coordinates were scaled from a topographic map and have
 KZ0538.an estimated accuracy of +/- 6 seconds.
 KZ0538
 KZ0538.The orthometric height was determined by differential leveling
 KZ0538.and adjusted by the National Geodetic Survey in June 1991..
 KZ0538
 KZ0538.The geoid height was determined by GEOID03.
 KZ0538
 KZ0538.The dynamic height is computed by dividing the NAVD 88
 KZ0538.geopotential number by the normal gravity value computed on the
 KZ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0538.degrees latitude (g = 980.6199 gals.).
 KZ0538
 KZ0538.The modeled gravity was interpolated from observed gravity values.
 KZ0538
 KZ0538;                    North         East    Units  Estimated Accuracy
 KZ0538;SPC OH N     -   125,300.      631,440.      MT  (+/- 180 meters Scaled)
 KZ0538
 KZ0538                          SUPERSEDED SURVEY CONTROL
 KZ0538
 KZ0538  NGVD 29 (??/??/92)  308.534  (m)         1012.25   (f) ADJ UNCH    2 0
 KZ0538
 KZ0538.Superseded values are not recommended for survey control.
 KZ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0538.See file dsdata.txt to determine how the superseded data were derived.
 KZ0538
 KZ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF048165(NAD 83)
 KZ0538_MARKER: DB = BENCH MARK DISK
 KZ0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0538_SP_SET: CULVERT
 KZ0538_STAMPING: B 257 1959
 KZ0538_MARK LOGO: CGS   
 KZ0538_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0538
 KZ0538  HISTORY     - Date     Condition        Report By
 KZ0538  HISTORY     - 1959     MONUMENTED       CGS
 KZ0538  HISTORY     - 19920407 MARK NOT FOUND   LOCENG
 KZ0538
 KZ0538                          STATION DESCRIPTION
 KZ0538
 KZ0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0538'2 MI SW FROM REEDSBURG.
 KZ0538'ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 30 FROM GRACE CHURCH AT
 KZ0538'REEDSBURG, THENCE ABOUT 0.65 MILE SOUTH ALONG ASHLAND COUNTY ROAD
 KZ0538'74, 25 FEET WEST OF THE CENTER LINE OF THE ROAD, IN TOP OF THE
 KZ0538'SOUTH END OF THE WEST HEAD WALL TO A 5-FOOT CONCRETE BOX CULVERT,
 KZ0538'1/2 FOOT NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT 8 FEET
 KZ0538'BELOW THE LEVEL OF THE ROAD.
 KZ0538
 KZ0538                          STATION RECOVERY (1992)
 KZ0538
 KZ0538'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 KZ0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0410 ***********************************************************************
 KZ0410  DESIGNATION -  B 258
 KZ0410  PID         -  KZ0410
 KZ0410  STATE/COUNTY-  OH/HOLMES
 KZ0410  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0410
 KZ0410                         *CURRENT SURVEY CONTROL
 KZ0410  ___________________________________________________________________
 KZ0410* NAD 83(1986)-  40 39 00.     (N)    082 11 56.     (W)     SCALED    
 KZ0410* NAVD 88     -       294.973  (meters)     967.76   (feet)  ADJUSTED  
 KZ0410  ___________________________________________________________________
 KZ0410  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KZ0410  DYNAMIC HT  -         294.831 (meters)     967.29  (feet)  COMP
 KZ0410  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 KZ0410
 KZ0410  VERT ORDER  -  SECOND    CLASS 0
 KZ0410
 KZ0410.The horizontal coordinates were scaled from a topographic map and have
 KZ0410.an estimated accuracy of +/- 6 seconds.
 KZ0410
 KZ0410.The orthometric height was determined by differential leveling
 KZ0410.and adjusted by the National Geodetic Survey in June 1991..
 KZ0410
 KZ0410.The geoid height was determined by GEOID03.
 KZ0410
 KZ0410.The dynamic height is computed by dividing the NAVD 88
 KZ0410.geopotential number by the normal gravity value computed on the
 KZ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0410.degrees latitude (g = 980.6199 gals.).
 KZ0410
 KZ0410.The modeled gravity was interpolated from observed gravity values.
 KZ0410
 KZ0410;                    North         East    Units  Estimated Accuracy
 KZ0410;SPC OH N     -   109,240.      625,470.      MT  (+/- 180 meters Scaled)
 KZ0410
 KZ0410                          SUPERSEDED SURVEY CONTROL
 KZ0410
 KZ0410  NGVD 29 (??/??/92)  295.163  (m)          968.38   (f) ADJ UNCH    2 0
 KZ0410
 KZ0410.Superseded values are not recommended for survey control.
 KZ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0410.See file dsdata.txt to determine how the superseded data were derived.
 KZ0410
 KZ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF986005(NAD 83)
 KZ0410_MARKER: DB = BENCH MARK DISK
 KZ0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0410_SP_SET: BRIDGE
 KZ0410_STAMPING: B 258 1959
 KZ0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0410
 KZ0410  HISTORY     - Date     Condition        Report By
 KZ0410  HISTORY     - 1959     MONUMENTED       CGS
 KZ0410  HISTORY     - 1970     GOOD             NGS
 KZ0410
 KZ0410                          STATION DESCRIPTION
 KZ0410
 KZ0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0410'2 MI NE FROM LOUDONVILLE.
 KZ0410'ABOUT 1.95 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE NORTH
 KZ0410'JUNCTION OF STATE HIGHWAY 60 AT LOUDONVILLE, 0.2 MILE SOUTHWEST
 KZ0410'OF THE JUNCTION OF TWP ROAD 252, 18 FEET NORTHWEST OF THE
 KZ0410'CENTER LINE OF THE HIGHWAY, IN TOP OF THE NORTHWEST END OF THE
 KZ0410'CENTER PIER UNDER A 55-FOOT BRIDGE OVER PLUM RUN, 1 1/2 FEET
 KZ0410'SOUTHEAST OF THE NORTHWEST END OF THE PIER, AND ABOUT 2 1/2
 KZ0410'FEET BELOW THE LEVEL OF THE HIGHWAY.
 KZ0410
 KZ0410                          STATION RECOVERY (1970)
 KZ0410
 KZ0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0499 ***********************************************************************
 KZ0499  DESIGNATION -  B 259 RESET
 KZ0499  PID         -  KZ0499
 KZ0499  STATE/COUNTY-  OH/HOLMES
 KZ0499  USGS QUAD   -  GLENMONT (1962)
 KZ0499
 KZ0499                         *CURRENT SURVEY CONTROL
 KZ0499  ___________________________________________________________________
 KZ0499* NAD 83(1986)-  40 34 17.     (N)    082 00 18.     (W)     SCALED    
 KZ0499* NAVD 88     -       333.61   (+/-2cm)    1094.5    (feet)  VERTCON   
 KZ0499  ___________________________________________________________________
 KZ0499  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KZ0499
 KZ0499  VERT ORDER  -  THIRD (See Below)
 KZ0499
 KZ0499.The horizontal coordinates were scaled from a topographic map and have
 KZ0499.an estimated accuracy of +/- 6 seconds.
 KZ0499
 KZ0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ0499.The vertical order pertains to the NGVD 29 superseded value.
 KZ0499
 KZ0499.The geoid height was determined by GEOID03.
 KZ0499
 KZ0499;                    North         East    Units  Estimated Accuracy
 KZ0499;SPC OH N     -   100,590.      641,910.      MT  (+/- 180 meters Scaled)
 KZ0499
 KZ0499                          SUPERSEDED SURVEY CONTROL
 KZ0499
 KZ0499  NGVD 29 (??/??/??)  333.81   (m)         1095.2    (f) RESET       3  
 KZ0499
 KZ0499.Superseded values are not recommended for survey control.
 KZ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0499.See file dsdata.txt to determine how the superseded data were derived.
 KZ0499
 KZ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME149916(NAD 83)
 KZ0499_MARKER: DB = BENCH MARK DISK
 KZ0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0499_SP_SET: CULVERT
 KZ0499_STAMPING: B 259 RESET 1965
 KZ0499_MARK LOGO: CGS   
 KZ0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0499
 KZ0499  HISTORY     - Date     Condition        Report By
 KZ0499  HISTORY     - 1965     MONUMENTED       CGS
 KZ0499  HISTORY     - 1966     GOOD             NGS
 KZ0499
 KZ0499                          STATION DESCRIPTION
 KZ0499
 KZ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KZ0499'5 MI NW FROM MILLERSBURG.
 KZ0499'5.05 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE COURTHOUSE
 KZ0499'AT MILLERSBURG, 0.95 MILE SOUTHEAST OF THE INTERSECTION OF STATE
 KZ0499'HIGHWAY 77, ABOUT 85 YARDS WEST OF THE JUNCTION OF TOWNSHIP ROAD
 KZ0499'319, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING EAST
 KZ0499'AND WEST, ON TOP OF THE EAST SIDE OF THE SOUTHWEST HEADWALL OF A
 KZ0499'72 INCH CORRUGATED PIPE CULVERT, 83 FEET SOUTHEAST OF THE CENTERLINE
 KZ0499'OF STATE ROUTE 39 CENTERLINE STATION 61+10 (WITH THE SKEW OF THE
 KZ0499'PIPE), 10 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1529 ***********************************************************************
 KZ1529  DESIGNATION -  B 26
 KZ1529  PID         -  KZ1529
 KZ1529  STATE/COUNTY-  OH/UNION
 KZ1529  USGS QUAD   -  PEORIA (1980)
 KZ1529
 KZ1529                         *CURRENT SURVEY CONTROL
 KZ1529  ___________________________________________________________________
 KZ1529* NAD 83(1995)-  40 18 40.37299(N)    083 27 04.56834(W)     ADJUSTED  
 KZ1529* NAVD 88     -       321.163  (meters)    1053.68   (feet)  ADJUSTED  
 KZ1529  ___________________________________________________________________
 KZ1529  X           -     555,488.114 (meters)                     COMP
 KZ1529  Y           -  -4,838,862.572 (meters)                     COMP
 KZ1529  Z           -   4,104,582.907 (meters)                     COMP
 KZ1529  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 KZ1529  ELLIP HEIGHT-         287.42  (meters)          (10/07/05) GPS OBS
 KZ1529  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KZ1529  DYNAMIC HT  -         320.997 (meters)    1053.14  (feet)  COMP
 KZ1529  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 KZ1529
 KZ1529  HORZ ORDER  -  FIRST
 KZ1529  VERT ORDER  -  SECOND    CLASS 0
 KZ1529  ELLP ORDER  -  THIRD     CLASS I
 KZ1529
 KZ1529.The horizontal coordinates were established by GPS observations
 KZ1529.and adjusted by the National Geodetic Survey in October 1997..
 KZ1529
 KZ1529.The orthometric height was determined by differential leveling
 KZ1529.and adjusted by the National Geodetic Survey in June 1991..
 KZ1529
 KZ1529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1529
 KZ1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1529
 KZ1529.The ellipsoidal height was determined by GPS observations
 KZ1529.and is referenced to NAD 83.
 KZ1529
 KZ1529.The geoid height was determined by GEOID03.
 KZ1529
 KZ1529.The dynamic height is computed by dividing the NAVD 88
 KZ1529.geopotential number by the normal gravity value computed on the
 KZ1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1529.degrees latitude (g = 980.6199 gals.).
 KZ1529
 KZ1529.The modeled gravity was interpolated from observed gravity values.
 KZ1529
 KZ1529;                    North         East     Units Scale Factor Converg.
 KZ1529;SPC OH N     -    72,016.602   519,136.984   MT  1.00002564   -0 37 29.8
 KZ1529;UTM  17      - 4,465,183.501   291,702.935   MT  1.00013412   -1 35 11.0
 KZ1529
 KZ1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1529!SPC OH N     -   0.99995491  x   1.00002564  =   0.99998055
 KZ1529!UTM  17      -   0.99995491  x   1.00013412  =   1.00008903
 KZ1529
 KZ1529                          SUPERSEDED SURVEY CONTROL
 KZ1529
 KZ1529  ELLIP H (10/02/97)  287.41   (m)                       GP(       ) 3 1
 KZ1529  NAVD 88 (03/16/01)  321.27   (m)         1054.0    (f) LEVELING    3  
 KZ1529  NAVD 88 (10/02/97)  321.16   (m)         1053.7    (f) LEVELING    3  
 KZ1529  NGVD 29 (??/??/92)  321.359  (m)         1054.33   (f) ADJ UNCH    2 0
 KZ1529
 KZ1529.Superseded values are not recommended for survey control.
 KZ1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1529.See file dsdata.txt to determine how the superseded data were derived.
 KZ1529
 KZ1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9170365184(NAD 83)
 KZ1529_MARKER: DB = BENCH MARK DISK
 KZ1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1529_STAMPING: B 26 1934
 KZ1529_MARK LOGO: CGS   
 KZ1529_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1529+STABILITY: SURFACE MOTION
 KZ1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1529+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 KZ1529
 KZ1529  HISTORY     - Date     Condition        Report By
 KZ1529  HISTORY     - 1934     MONUMENTED       CGS
 KZ1529  HISTORY     - 19970729 GOOD             WOOLPT
 KZ1529  HISTORY     - 20000705 GOOD             WOOLPT
 KZ1529
 KZ1529                          STATION DESCRIPTION
 KZ1529
 KZ1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ1529'AT PEORIA.
 KZ1529'AT PEORIA, UNION COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 KZ1529'AT THE INTERSECTION OF THE ERIE RAILROAD, 32.8 FEET NORTHWEST
 KZ1529'OF THE WEST RAIL OF THE ERIE RAILROAD, 28.9 FEET NORTHEAST
 KZ1529'OF THE NORTH RAIL OF THE NEW YORK CENTRAL RAILROAD, AND ABOUT
 KZ1529'2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED B 26
 KZ1529'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KZ1529
 KZ1529                          STATION RECOVERY (1997)
 KZ1529
 KZ1529'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (JWK)
 KZ1529'RECOVERED AS DESCRIBED.
 KZ1529
 KZ1529                          STATION RECOVERY (2000)
 KZ1529
 KZ1529'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (TEM)
 KZ1529'THE STATION IS LOCATED APPROXIMATELY 30.75 KM (19.1 MI) NORTHEAST OF
 KZ1529'URBANA,  26.57 KM (16.5 MI) SOUTHEAST OF BELLEFONTAINE, AND 9.98
 KZ1529'KM (6.2 MI)  WEST-NORTHWEST OF MARYSVILLE. THE STATION IS NORTH
 KZ1529'OF US ROUTE 33.
 KZ1529'TO REACH THE STATION FROM THE JUNCTION OF US ROUTES 33, 36 AND
 KZ1529'STATE ROUTE 4,  PROCEED NORTHWEST ON ROUTE 33 FOR APPROXIMATELY
 KZ1529'10.47 KM (6.5 MI) TO THE HONDA PARKWAY EXIT AND TURN RIGHT OFF THE
 KZ1529'EXIT.  PROCEED NORTH ON THE HONDA PARKWAY FOR 0.161 KM (0.1 MI) TO
 KZ1529'THE JUNCTION WITH NORTHWEST PARKWAY. TURN RIGHT AND PROCEED
 KZ1529'3.06 KM (1.9 MI) TO THE STATION  ON THE RIGHT.
 KZ1529'THE STATION  IS  APROXIMATLEY 59.13 M (193.95 FT) WEST OF MILE MARKER
 KZ1529'133-90, 47.40 M (155.47 FT)  EAST-SOUTHEAST OF A POWER POLE,  AND
 KZ1529'14.37
 KZ1529'M (47.13 FT) SOUTH- SOUTHWEST OF THE CENTER LINE OF NORTHWEST
 KZ1529'PARKWAY. THE STATION  IS A BRASS UNION COUNTY GPS DISK STAMPED
 KZ1529'--TWP 8 STATION 6-- SET IN THE TOP OF A 12  INCH  DIAMETER CONCRETE
 KZ1529'MONUMENT WITH AN IMBEDDED REBAR. THE STATION IS SET FLUSH WITH
 KZ1529'THE GROUND.
 KZ1529'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2203 ***********************************************************************
 JX2203  DESIGNATION -  B 26
 JX2203  PID         -  JX2203
 JX2203  STATE/COUNTY-  OH/WASHINGTON
 JX2203  USGS QUAD   -  LUBECK (1994)
 JX2203
 JX2203                         *CURRENT SURVEY CONTROL
 JX2203  ___________________________________________________________________
 JX2203* NAD 83(1995)-  39 13 19.06599(N)    081 42 25.92454(W)     ADJUSTED  
 JX2203* NAVD 88     -       188.35   (+/-2cm)     617.9    (feet)  VERTCON   
 JX2203  ___________________________________________________________________
 JX2203  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 JX2203  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JX2203
 JX2203  HORZ ORDER  -  SECOND
 JX2203  VERT ORDER  -  THIRD ? (See Below)
 JX2203
 JX2203.The horizontal coordinates were established by classical geodetic methods
 JX2203.and adjusted by the National Geodetic Survey in April 1998..
 JX2203
 JX2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2203.The vertical order pertains to the NGVD 29 superseded value.
 JX2203
 JX2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2203
 JX2203.The geoid height was determined by GEOID03.
 JX2203
 JX2203;                    North         East     Units Scale Factor Converg.
 JX2203;SPC OH S     -   135,954.364   668,457.220   MT  0.99993990   +0 30 11.0
 JX2203;SPC WV N     -    82,491.248   409,422.676   MT  0.99996545   -1 24 27.7
 JX2203;UTM  17      - 4,341,646.735   438,953.679   MT  0.99964588   -0 26 49.9
 JX2203
 JX2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2203!SPC OH S     -   0.99997584  x   0.99993990  =   0.99991574
 JX2203!SPC WV N     -   0.99997584  x   0.99996545  =   0.99994129
 JX2203!UTM  17      -   0.99997584  x   0.99964588  =   0.99962172
 JX2203
 JX2203|---------------------------------------------------------------------|
 JX2203| PID    Reference Object                     Distance      Geod. Az  |
 JX2203|                                                           dddmmss.s |
 JX2203| JX2205 NEWBERRY                            337.235 METERS 25413     |
 JX2203|---------------------------------------------------------------------|
 JX2203
 JX2203                          SUPERSEDED SURVEY CONTROL
 JX2203
 JX2203  NAD 83(1995)-  39 13 19.06926(N)    081 42 25.93041(W) AD(       ) 2
 JX2203  NAD 83(1986)-  39 13 19.06965(N)    081 42 25.93043(W) AD(       ) 2
 JX2203  NAD 27      -  39 13 18.79550(N)    081 42 26.46141(W) AD(       ) 2
 JX2203  NGVD 29 (07/19/86)  188.54   (m)          618.6    (f) LEVELING    3  
 JX2203
 JX2203.Superseded values are not recommended for survey control.
 JX2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2203.See file dsdata.txt to determine how the superseded data were derived.
 JX2203
 JX2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3895441647(NAD 83)
 JX2203_MARKER: DB = BENCH MARK DISK
 JX2203_SETTING: 0 = UNSPECIFIED SETTING
 JX2203_MARK LOGO: USE   
 JX2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2203
 JX2203  HISTORY     - Date     Condition        Report By
 JX2203  HISTORY     - 1975     MONUMENTED       NGS
 JX2203
 JX2203                          STATION DESCRIPTION
 JX2203
 JX2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX2203'THIS MARK SERVES AS THE AZIMUTH MARK FOR
 JX2203'STATION NEWBERRY 1975.  A TRAVERSE TIE USING
 JX2203'EDM EQUIPMENT WAS MADE FROM NEWBERRY 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1616 ***********************************************************************
 KY1616  DESIGNATION -  B 261
 KY1616  PID         -  KY1616
 KY1616  STATE/COUNTY-  OH/HOLMES
 KY1616  USGS QUAD   -  MILLERSBURG (1994)
 KY1616
 KY1616                         *CURRENT SURVEY CONTROL
 KY1616  ___________________________________________________________________
 KY1616* NAD 83(1986)-  40 37 20.     (N)    081 55 17.     (W)     SCALED    
 KY1616* NAVD 88     -       255.658  (meters)     838.77   (feet)  ADJUSTED  
 KY1616  ___________________________________________________________________
 KY1616  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1616  DYNAMIC HT  -         255.539 (meters)     838.38  (feet)  COMP
 KY1616  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 KY1616
 KY1616  VERT ORDER  -  SECOND    CLASS 0
 KY1616
 KY1616.The horizontal coordinates were scaled from a topographic map and have
 KY1616.an estimated accuracy of +/- 6 seconds.
 KY1616
 KY1616.The orthometric height was determined by differential leveling
 KY1616.and adjusted by the National Geodetic Survey in June 1991..
 KY1616
 KY1616.The geoid height was determined by GEOID03.
 KY1616
 KY1616.The dynamic height is computed by dividing the NAVD 88
 KY1616.geopotential number by the normal gravity value computed on the
 KY1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1616.degrees latitude (g = 980.6199 gals.).
 KY1616
 KY1616.The modeled gravity was interpolated from observed gravity values.
 KY1616
 KY1616;                    North         East    Units  Estimated Accuracy
 KY1616;SPC OH N     -   106,270.      648,960.      MT  (+/- 180 meters Scaled)
 KY1616
 KY1616                          SUPERSEDED SURVEY CONTROL
 KY1616
 KY1616  NGVD 29 (??/??/92)  255.870  (m)          839.47   (f) ADJ UNCH    2 0
 KY1616
 KY1616.Superseded values are not recommended for survey control.
 KY1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1616.See file dsdata.txt to determine how the superseded data were derived.
 KY1616
 KY1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME220972(NAD 83)
 KY1616_MARKER: DB = BENCH MARK DISK
 KY1616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1616_SP_SET: CULVERT
 KY1616_STAMPING: B 261 1959
 KY1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1616
 KY1616  HISTORY     - Date     Condition        Report By
 KY1616  HISTORY     - 1959     MONUMENTED       CGS
 KY1616  HISTORY     - 1973     GOOD             OHDT
 KY1616
 KY1616                          STATION DESCRIPTION
 KY1616
 KY1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1616'0.6 MI S FROM HOLMESVILLE.
 KY1616'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 76 FROM THE CHURCH OF
 KY1616'CHRIST AT HOLMESVILLE, 0.15 MILE NORTHWEST OF THE NORTHWEST END
 KY1616'OF THE HIGHWAY OVERPASS OVER THE PENNSYLVANIA RAILROAD, 22 FEET
 KY1616'WEST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE NORTH END
 KY1616'OF THE WEST HEAD WALL TO A 10-FOOT CONCRETE BOX CULVERT, 1 FOOT
 KY1616'SOUTH OF THE NORTH END OF THE HEAD WALL, AND ABOUT 1 FOOT BELOW
 KY1616'THE LEVEL OF HIGHWAY.
 KY1616
 KY1616                          STATION RECOVERY (1973)
 KY1616
 KY1616'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KY1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0475 ***********************************************************************
 KZ0475  DESIGNATION -  B 262
 KZ0475  PID         -  KZ0475
 KZ0475  STATE/COUNTY-  OH/WAYNE
 KZ0475  USGS QUAD   -  SHREVE (1978)
 KZ0475
 KZ0475                         *CURRENT SURVEY CONTROL
 KZ0475  ___________________________________________________________________
 KZ0475* NAD 83(1986)-  40 40 06.     (N)    082 02 27.     (W)     SCALED    
 KZ0475* NAVD 88     -       301.731  (meters)     989.93   (feet)  ADJUSTED  
 KZ0475  ___________________________________________________________________
 KZ0475  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KZ0475  DYNAMIC HT  -         301.590 (meters)     989.47  (feet)  COMP
 KZ0475  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 KZ0475
 KZ0475  VERT ORDER  -  SECOND    CLASS 0
 KZ0475
 KZ0475.The horizontal coordinates were scaled from a topographic map and have
 KZ0475.an estimated accuracy of +/- 6 seconds.
 KZ0475
 KZ0475.The orthometric height was determined by differential leveling
 KZ0475.and adjusted by the National Geodetic Survey in June 1991..
 KZ0475
 KZ0475.The geoid height was determined by GEOID03.
 KZ0475
 KZ0475.The dynamic height is computed by dividing the NAVD 88
 KZ0475.geopotential number by the normal gravity value computed on the
 KZ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0475.degrees latitude (g = 980.6199 gals.).
 KZ0475
 KZ0475.The modeled gravity was interpolated from observed gravity values.
 KZ0475
 KZ0475;                    North         East    Units  Estimated Accuracy
 KZ0475;SPC OH N     -   111,330.      638,820.      MT  (+/- 180 meters Scaled)
 KZ0475
 KZ0475                          SUPERSEDED SURVEY CONTROL
 KZ0475
 KZ0475  NGVD 29 (??/??/92)  301.935  (m)          990.60   (f) ADJ UNCH    2 0
 KZ0475
 KZ0475.Superseded values are not recommended for survey control.
 KZ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0475.See file dsdata.txt to determine how the superseded data were derived.
 KZ0475
 KZ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF120024(NAD 83)
 KZ0475_MARKER: DB = BENCH MARK DISK
 KZ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0475_STAMPING: B 262 1959
 KZ0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0475+STABILITY: SURFACE MOTION
 KZ0475
 KZ0475  HISTORY     - Date     Condition        Report By
 KZ0475  HISTORY     - 1959     MONUMENTED       CGS
 KZ0475
 KZ0475                          STATION DESCRIPTION
 KZ0475
 KZ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0475'1.4 MI SW FROM SHREVE.
 KZ0475'ABOUT 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 226 FROM THE
 KZ0475'POST OFFICE AT SHREVE, AT THE JUNCTION OF STATE HIGHWAY 514 TO
 KZ0475'THE SOUTH, WAYNE COUNTY ROAD 1 TO THE EAST, AND STATE HIGHWAY
 KZ0475'226 TO THE WEST, 25 1/2 FEET SOUTH OF THE CENTER LINE OF
 KZ0475'COUNTY ROAD 1, 58 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KZ0475'CROSSING, 35 1/2 FEET EAST OF THE EAST END OF A 18-INCH PIPE
 KZ0475'CULVERT UNDER HIGHWAY 514, 34 FEET EAST OF A TELEPHONE POLE IN
 KZ0475'THE SOUTHEAST CORNER OF THE INTERSECTION, 2 FEET WEST OF A
 KZ0475'STEEL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 KZ0475'INTERSECTION, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 KZ0475'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0323 ***********************************************************************
 KZ0323  DESIGNATION -  B 263
 KZ0323  PID         -  KZ0323
 KZ0323  STATE/COUNTY-  OH/RICHLAND
 KZ0323  USGS QUAD   -  LUCAS (1961)
 KZ0323
 KZ0323                         *CURRENT SURVEY CONTROL
 KZ0323  ___________________________________________________________________
 KZ0323* NAD 83(1986)-  40 42 43.     (N)    082 22 44.     (W)     SCALED    
 KZ0323* NAVD 88     -       344.800  (meters)    1131.23   (feet)  ADJUSTED  
 KZ0323  ___________________________________________________________________
 KZ0323  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KZ0323  DYNAMIC HT  -         344.636 (meters)    1130.69  (feet)  COMP
 KZ0323  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 KZ0323
 KZ0323  VERT ORDER  -  SECOND    CLASS 0
 KZ0323
 KZ0323.The horizontal coordinates were scaled from a topographic map and have
 KZ0323.an estimated accuracy of +/- 6 seconds.
 KZ0323
 KZ0323.The orthometric height was determined by differential leveling
 KZ0323.and adjusted by the National Geodetic Survey in June 1991..
 KZ0323
 KZ0323.The geoid height was determined by GEOID03.
 KZ0323
 KZ0323.The dynamic height is computed by dividing the NAVD 88
 KZ0323.geopotential number by the normal gravity value computed on the
 KZ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0323.degrees latitude (g = 980.6199 gals.).
 KZ0323
 KZ0323.The modeled gravity was interpolated from observed gravity values.
 KZ0323
 KZ0323;                    North         East    Units  Estimated Accuracy
 KZ0323;SPC OH N     -   116,080.      610,230.      MT  (+/- 180 meters Scaled)
 KZ0323
 KZ0323                          SUPERSEDED SURVEY CONTROL
 KZ0323
 KZ0323  NGVD 29 (??/??/92)  344.974  (m)         1131.80   (f) ADJ UNCH    2 0
 KZ0323
 KZ0323.Superseded values are not recommended for survey control.
 KZ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0323.See file dsdata.txt to determine how the superseded data were derived.
 KZ0323
 KZ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF835076(NAD 83)
 KZ0323_MARKER: DB = BENCH MARK DISK
 KZ0323_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ0323_SP_SET: COPPER-CLAD STEEL ROD
 KZ0323_STAMPING: B 263 1959
 KZ0323_PROJECTION: PROJECTING 10 CENTIMETERS
 KZ0323_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0323_ROD/PIPE-DEPTH: 5.1  meters
 KZ0323
 KZ0323  HISTORY     - Date     Condition        Report By
 KZ0323  HISTORY     - 1959     MONUMENTED       CGS
 KZ0323  HISTORY     - 1987     GOOD             USPSQD
 KZ0323  HISTORY     - 1989     GOOD             USPSQD
 KZ0323
 KZ0323                          STATION DESCRIPTION
 KZ0323
 KZ0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0323'5 MI S FROM MIFFLIN.
 KZ0323'ABOUT 5.05 MILES SOUTH ALONG STATE HIGHWAY 603 FROM THE
 KZ0323'JUNCTION OF U.S. HIGHWAY 30 AT MIFFLIN, AT THE INTERSECTION OF
 KZ0323'STATE HIGHWAY 39, 27 FEET SOUTH OF CENTER LINE OF HIGHWAY 39,
 KZ0323'46 FEET WEST OF CENTER LINE OF HIGHWAY 603, 55 FEET SOUTHWEST
 KZ0323'OF CENTER OF INTERSECTION, 26 1/2 FEET EAST-SOUTHEAST OF
 KZ0323'THE FIRST TELEPHONE POLE WEST OF THE INTERSECTION, 7 FEET WEST
 KZ0323'OF THE EAST ONE OF A ROW OF SMALL ASH TREES, 18 1/2 FEET WEST
 KZ0323'OF A FENCE CORNER, 1 1/2 FEET NORTH OF THE EAST-WEST FENCE LINE,
 KZ0323'1 1/2 FEET EAST OF A STEEL WITNESS POST, ABOUT 3 1/2 FEET BELOW
 KZ0323'THE LEVEL OF HIGHWAY 39, AND IS A DISK ON COPPER-COATED
 KZ0323'STEEL ROD PROJECTING 3 INCHES AND PROTECTED BY A 6-INCH TILE
 KZ0323'WHICH PROJECTS 4 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A
 KZ0323'DEPTH OF 16.8 FEET.  NOTE-- THIS MARK CAN BE REACHED BY GOING
 KZ0323'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE
 KZ0323'POST OFFICE AT LUCAS, RICHLAND CO.
 KZ0323
 KZ0323                          STATION RECOVERY (1987)
 KZ0323
 KZ0323'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0323'RECOVERED IN GOOD CONDITION.
 KZ0323
 KZ0323                          STATION RECOVERY (1989)
 KZ0323
 KZ0323'RECOVERY NOTE BY US POWER SQUADRON 1989 (BN)
 KZ0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0366 ***********************************************************************
 KZ0366  DESIGNATION -  B 264
 KZ0366  PID         -  KZ0366
 KZ0366  STATE/COUNTY-  OH/ASHLAND
 KZ0366  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0366
 KZ0366                         *CURRENT SURVEY CONTROL
 KZ0366  ___________________________________________________________________
 KZ0366* NAD 83(1986)-  40 41 32.     (N)    082 14 27.     (W)     SCALED    
 KZ0366* NAVD 88     -       329.096  (meters)    1079.71   (feet)  ADJUSTED  
 KZ0366  ___________________________________________________________________
 KZ0366  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KZ0366  DYNAMIC HT  -         328.939 (meters)    1079.19  (feet)  COMP
 KZ0366  MODELED GRAV-     980,137.6   (mgal)                       NAVD 88
 KZ0366
 KZ0366  VERT ORDER  -  SECOND    CLASS 0
 KZ0366
 KZ0366.The horizontal coordinates were scaled from a topographic map and have
 KZ0366.an estimated accuracy of +/- 6 seconds.
 KZ0366
 KZ0366.The orthometric height was determined by differential leveling
 KZ0366.and adjusted by the National Geodetic Survey in June 1991..
 KZ0366
 KZ0366.The geoid height was determined by GEOID03.
 KZ0366
 KZ0366.The dynamic height is computed by dividing the NAVD 88
 KZ0366.geopotential number by the normal gravity value computed on the
 KZ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0366.degrees latitude (g = 980.6199 gals.).
 KZ0366
 KZ0366.The modeled gravity was interpolated from observed gravity values.
 KZ0366
 KZ0366;                    North         East    Units  Estimated Accuracy
 KZ0366;SPC OH N     -   113,920.      621,910.      MT  (+/- 180 meters Scaled)
 KZ0366
 KZ0366                          SUPERSEDED SURVEY CONTROL
 KZ0366
 KZ0366  NGVD 29 (??/??/92)  329.278  (m)         1080.31   (f) ADJ UNCH    2 0
 KZ0366
 KZ0366.Superseded values are not recommended for survey control.
 KZ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0366.See file dsdata.txt to determine how the superseded data were derived.
 KZ0366
 KZ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF951053(NAD 83)
 KZ0366_MARKER: DB = BENCH MARK DISK
 KZ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0366_STAMPING: B 264 1959
 KZ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0366+STABILITY: SURFACE MOTION
 KZ0366
 KZ0366  HISTORY     - Date     Condition        Report By
 KZ0366  HISTORY     - 1959     MONUMENTED       CGS
 KZ0366  HISTORY     - 1970     GOOD             NGS
 KZ0366  HISTORY     - 1987     GOOD             OHDT
 KZ0366
 KZ0366                          STATION DESCRIPTION
 KZ0366
 KZ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0366'1 MI S FROM MC KAY.
 KZ0366'ABOUT 1.05 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE INTERSECTION
 KZ0366'OF STATE HIGHWAY 95 AT MC KAY, 0.25 MILE SOUTH OF A 30-FOOT BRIDGE
 KZ0366'OVER A SMALL STREAM, AT THE JUNCTION OF A DRIVE EAST TO A WHITE
 KZ0366'SILO AND FARMHOUSE, 24 FEET WEST OF CENTER LINE OF HIGHWAY, 35
 KZ0366'FEET SOUTH OF THE EXTENDED CENTER LINE OF DRIVE, 39 FEET SOUTHWEST
 KZ0366'OF CENTER OF JUNCTION, 54 FEET NORTHWEST OF CENTER LINE OF
 KZ0366'JUNCTION OF A DRIVE SOUTHEAST TO A SMALL ROCK HOUSE, 1 FOOT EAST
 KZ0366'OF A FENCE LINE, 2 FEET NORTH OF A STEEL WITNESS POST, ABOUT 2
 KZ0366'FEET BELOW THE LEVEL OF HIGHWAY, AND SET IN TOP OF A CONCRETE POST
 KZ0366'PROJECTING 2 INCHES.
 KZ0366
 KZ0366                          STATION RECOVERY (1970)
 KZ0366
 KZ0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0366'RECOVERED IN GOOD CONDITION.
 KZ0366
 KZ0366                          STATION RECOVERY (1987)
 KZ0366
 KZ0366'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DD)
 KZ0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0764 ***********************************************************************
 KZ0764  DESIGNATION -  B 265
 KZ0764  PID         -  KZ0764
 KZ0764  STATE/COUNTY-  OH/KNOX
 KZ0764  USGS QUAD   -  MT VERNON (1982)
 KZ0764
 KZ0764                         *CURRENT SURVEY CONTROL
 KZ0764  ___________________________________________________________________
 KZ0764* NAD 83(1986)-  40 29 52.     (N)    082 26 52.     (W)     SCALED    
 KZ0764* NAVD 88     -       383.614  (meters)    1258.57   (feet)  ADJUSTED  
 KZ0764  ___________________________________________________________________
 KZ0764  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KZ0764  DYNAMIC HT  -         383.421 (meters)    1257.94  (feet)  COMP
 KZ0764  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 KZ0764
 KZ0764  VERT ORDER  -  SECOND    CLASS 0
 KZ0764
 KZ0764.The horizontal coordinates were scaled from a topographic map and have
 KZ0764.an estimated accuracy of +/- 6 seconds.
 KZ0764
 KZ0764.The orthometric height was determined by differential leveling
 KZ0764.and adjusted by the National Geodetic Survey in June 1991..
 KZ0764
 KZ0764.The geoid height was determined by GEOID03.
 KZ0764
 KZ0764.The dynamic height is computed by dividing the NAVD 88
 KZ0764.geopotential number by the normal gravity value computed on the
 KZ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0764.degrees latitude (g = 980.6199 gals.).
 KZ0764
 KZ0764.The modeled gravity was interpolated from observed gravity values.
 KZ0764
 KZ0764;                    North         East    Units  Estimated Accuracy
 KZ0764;SPC OH N     -    92,290.      604,430.      MT  (+/- 180 meters Scaled)
 KZ0764
 KZ0764                          SUPERSEDED SURVEY CONTROL
 KZ0764
 KZ0764  NGVD 29 (??/??/92)  383.782  (m)         1259.12   (f) ADJ UNCH    2 0
 KZ0764
 KZ0764.Superseded values are not recommended for survey control.
 KZ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0764.See file dsdata.txt to determine how the superseded data were derived.
 KZ0764
 KZ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE773840(NAD 83)
 KZ0764_MARKER: DB = BENCH MARK DISK
 KZ0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0764_SP_SET: CULVERT
 KZ0764_STAMPING: B 265 1959
 KZ0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0764
 KZ0764  HISTORY     - Date     Condition        Report By
 KZ0764  HISTORY     - 1959     MONUMENTED       CGS
 KZ0764
 KZ0764                          STATION DESCRIPTION
 KZ0764
 KZ0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0764'4.2 MI NW FROM AMITY.
 KZ0764'ABOUT 4.15 MILES NORTHWEST ALONG KNOX COUNTY ROAD 14 FROM THE
 KZ0764'INTERSECTION OF STATE HIGHWAY 3 AT AMITY, ABOUT 5.2 MLES
 KZ0764'NORTHEAST ALONG COUNTY ROAD 14 FROM THE BALTIMORE AND OHIO
 KZ0764'RAILROAD STATION AT FREDERICKTOWN, AT THE INTERSECTION OF
 KZ0764'A NORTH-SOUTH ROAD, 29 FEET NORTH OF THE CENTER LINE OF ROAD
 KZ0764'14, 23 FEET EAST OF THE CENTER LINE OF ROAD LEADING NORTH,
 KZ0764'IN TOP OF THE NORTH END OF THE ANGLE SHAPED CONCRETE HEAD
 KZ0764'WALL OF A PIPE CULVERT UNDER ROAD 14, AND ABOUT LEVEL WITH THE
 KZ0764'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0439 ***********************************************************************
 KZ0439  DESIGNATION -  B 266
 KZ0439  PID         -  KZ0439
 KZ0439  STATE/COUNTY-  OH/ASHLAND
 KZ0439  USGS QUAD   -  JELLOWAY (1982)
 KZ0439
 KZ0439                         *CURRENT SURVEY CONTROL
 KZ0439  ___________________________________________________________________
 KZ0439* NAD 83(1986)-  40 35 50.     (N)    082 18 45.     (W)     SCALED    
 KZ0439* NAVD 88     -       411.147  (meters)    1348.90   (feet)  ADJUSTED  
 KZ0439  ___________________________________________________________________
 KZ0439  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KZ0439  DYNAMIC HT  -         410.946 (meters)    1348.25  (feet)  COMP
 KZ0439  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 KZ0439
 KZ0439  VERT ORDER  -  SECOND    CLASS 0
 KZ0439
 KZ0439.The horizontal coordinates were scaled from a topographic map and have
 KZ0439.an estimated accuracy of +/- 6 seconds.
 KZ0439
 KZ0439.The orthometric height was determined by differential leveling
 KZ0439.and adjusted by the National Geodetic Survey in June 1991..
 KZ0439
 KZ0439.The geoid height was determined by GEOID03.
 KZ0439
 KZ0439.The dynamic height is computed by dividing the NAVD 88
 KZ0439.geopotential number by the normal gravity value computed on the
 KZ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0439.degrees latitude (g = 980.6199 gals.).
 KZ0439
 KZ0439.The modeled gravity was interpolated from observed gravity values.
 KZ0439
 KZ0439;                    North         East    Units  Estimated Accuracy
 KZ0439;SPC OH N     -   103,350.      615,870.      MT  (+/- 180 meters Scaled)
 KZ0439
 KZ0439                          SUPERSEDED SURVEY CONTROL
 KZ0439
 KZ0439  NGVD 29 (??/??/92)  411.325  (m)         1349.49   (f) ADJ UNCH    2 0
 KZ0439
 KZ0439.Superseded values are not recommended for survey control.
 KZ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0439.See file dsdata.txt to determine how the superseded data were derived.
 KZ0439
 KZ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE889948(NAD 83)
 KZ0439_MARKER: DB = BENCH MARK DISK
 KZ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0439_STAMPING: B 266 1959
 KZ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0439+STABILITY: SURFACE MOTION
 KZ0439
 KZ0439  HISTORY     - Date     Condition        Report By
 KZ0439  HISTORY     - 1959     MONUMENTED       CGS
 KZ0439  HISTORY     - 1971     GOOD             NGS
 KZ0439  HISTORY     - 1987     GOOD             OHDT
 KZ0439
 KZ0439                          STATION DESCRIPTION
 KZ0439
 KZ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0439'6.9 MI E FROM BUTLER.
 KZ0439'ABOUT 6.9 MILES EAST ALONG STATE HIGHWAY 97 FROM THE POST
 KZ0439'OFFICE AT BUTLER, 1.45 MILES EAST OF THE ASHLAND-RICHLAND COUNTY
 KZ0439'LINE, 0.15 MILE EAST OF THE EAST ENTRANCE TO OHIO MEMORIAL
 KZ0439'SHRINE, 86 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A BLACK
 KZ0439'TOP ROAD LEADING NORTH INTO MOHICAN STATE FOREST, AT THE EAST
 KZ0439'EDGE OF MEMORIAL FOREST GROUNDS, 75 FEET SOUTHEAST OF THE CENTER
 KZ0439'LINE OF HIGHWAY 97, 8 FEET EAST OF CENTER LINE OF SERVICE
 KZ0439'ROAD LEADING SOUTH, 1 FOOT WEST OF A WIRE FENCE, 136 FEET EAST
 KZ0439'OF THE CENTER LINE OF A NORTH-SOUTH GRASS RUNWAY FOR AIRPORT,
 KZ0439'51 FEET SOUTH OF MOHICAN STATE FOREST AND MEMORIAL SHRINE SIGN,
 KZ0439'2 FEET NORTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 KZ0439'SERVICE ROAD TO THE SOUTH, AND SET IN TOP OF A CONCRETE POST
 KZ0439'PROJECTING 2 INCHES.
 KZ0439
 KZ0439                          STATION RECOVERY (1971)
 KZ0439
 KZ0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0439'RECOVERED IN GOOD CONDITION.
 KZ0439
 KZ0439                          STATION RECOVERY (1987)
 KZ0439
 KZ0439'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0775 ***********************************************************************
 KZ0775  DESIGNATION -  B 267
 KZ0775  PID         -  KZ0775
 KZ0775  STATE/COUNTY-  OH/KNOX
 KZ0775  USGS QUAD   -  DANVILLE (1982)
 KZ0775
 KZ0775                         *CURRENT SURVEY CONTROL
 KZ0775  ___________________________________________________________________
 KZ0775* NAD 83(1986)-  40 27 53.     (N)    082 18 40.     (W)     SCALED    
 KZ0775* NAVD 88     -       311.951  (meters)    1023.46   (feet)  ADJUSTED  
 KZ0775  ___________________________________________________________________
 KZ0775  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KZ0775  DYNAMIC HT  -         311.794 (meters)    1022.94  (feet)  COMP
 KZ0775  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 KZ0775
 KZ0775  VERT ORDER  -  SECOND    CLASS 0
 KZ0775
 KZ0775.The horizontal coordinates were scaled from a topographic map and have
 KZ0775.an estimated accuracy of +/- 6 seconds.
 KZ0775
 KZ0775.The orthometric height was determined by differential leveling
 KZ0775.and adjusted by the National Geodetic Survey in June 1991..
 KZ0775
 KZ0775.The geoid height was determined by GEOID03.
 KZ0775
 KZ0775.The dynamic height is computed by dividing the NAVD 88
 KZ0775.geopotential number by the normal gravity value computed on the
 KZ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0775.degrees latitude (g = 980.6199 gals.).
 KZ0775
 KZ0775.The modeled gravity was interpolated from observed gravity values.
 KZ0775
 KZ0775;                    North         East    Units  Estimated Accuracy
 KZ0775;SPC OH N     -    88,640.      616,020.      MT  (+/- 180 meters Scaled)
 KZ0775
 KZ0775                          SUPERSEDED SURVEY CONTROL
 KZ0775
 KZ0775  NGVD 29 (??/??/92)  312.138  (m)         1024.07   (f) ADJ UNCH    2 0
 KZ0775
 KZ0775.Superseded values are not recommended for survey control.
 KZ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0775.See file dsdata.txt to determine how the superseded data were derived.
 KZ0775
 KZ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE888801(NAD 83)
 KZ0775_MARKER: DB = BENCH MARK DISK
 KZ0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0775_SP_SET: CULVERT
 KZ0775_STAMPING: B 267 1959
 KZ0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0775
 KZ0775  HISTORY     - Date     Condition        Report By
 KZ0775  HISTORY     - 1959     MONUMENTED       CGS
 KZ0775
 KZ0775                          STATION DESCRIPTION
 KZ0775
 KZ0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0775'3 MI W FROM DANVILLE.
 KZ0775'ABOUT 3.05 MILES WEST ALONG KNOX COUNTY ROAD 14 FROM THE
 KZ0775'JUNCTION OF U.S. HIGHWAY 62 AT DANVILLE, 0.25 MILE WEST OF THE
 KZ0775'INTERSECTION OF A NARROW ROAD LEADING NORTH-SOUTH, 13 FEET SOUTH
 KZ0775'OF THE CENTER LINE OF ROAD 14, IN TOP OF THE EAST END OF THE
 KZ0775'SOUTH HEAD WALL OF A 7-FOOT CONCRETE CULVERT FOR A CREEK BRANCH,
 KZ0775'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0460 ***********************************************************************
 KZ0460  DESIGNATION -  B 268
 KZ0460  PID         -  KZ0460
 KZ0460  STATE/COUNTY-  OH/HOLMES
 KZ0460  USGS QUAD   -  GREER (1978)
 KZ0460
 KZ0460                         *CURRENT SURVEY CONTROL
 KZ0460  ___________________________________________________________________
 KZ0460* NAD 83(1986)-  40 32 25.     (N)    082 10 41.     (W)     SCALED    
 KZ0460* NAVD 88     -       303.719  (meters)     996.45   (feet)  ADJUSTED  
 KZ0460  ___________________________________________________________________
 KZ0460  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KZ0460  DYNAMIC HT  -         303.568 (meters)     995.96  (feet)  COMP
 KZ0460  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 KZ0460
 KZ0460  VERT ORDER  -  SECOND    CLASS 0
 KZ0460
 KZ0460.The horizontal coordinates were scaled from a topographic map and have
 KZ0460.an estimated accuracy of +/- 6 seconds.
 KZ0460
 KZ0460.The orthometric height was determined by differential leveling
 KZ0460.and adjusted by the National Geodetic Survey in June 1991..
 KZ0460
 KZ0460.The geoid height was determined by GEOID03.
 KZ0460
 KZ0460.The dynamic height is computed by dividing the NAVD 88
 KZ0460.geopotential number by the normal gravity value computed on the
 KZ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0460.degrees latitude (g = 980.6199 gals.).
 KZ0460
 KZ0460.The modeled gravity was interpolated from observed gravity values.
 KZ0460
 KZ0460;                    North         East    Units  Estimated Accuracy
 KZ0460;SPC OH N     -    97,060.      627,270.      MT  (+/- 180 meters Scaled)
 KZ0460
 KZ0460                          SUPERSEDED SURVEY CONTROL
 KZ0460
 KZ0460  NGVD 29 (??/??/92)  303.914  (m)          997.09   (f) ADJ UNCH    2 0
 KZ0460
 KZ0460.Superseded values are not recommended for survey control.
 KZ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0460.See file dsdata.txt to determine how the superseded data were derived.
 KZ0460
 KZ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME002883(NAD 83)
 KZ0460_MARKER: DB = BENCH MARK DISK
 KZ0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0460_SP_SET: CULVERT
 KZ0460_STAMPING: B 268 1959
 KZ0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0460
 KZ0460  HISTORY     - Date     Condition        Report By
 KZ0460  HISTORY     - 1959     MONUMENTED       CGS
 KZ0460  HISTORY     - 1971     GOOD             NGS
 KZ0460
 KZ0460                          STATION DESCRIPTION
 KZ0460
 KZ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0460'1.6 MI NE FROM GREER.
 KZ0460'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 514 FROM THE
 KZ0460'BRIDGE OVER MOHICAN RIVER AT GREER, 1.3 MILES SOUTHWEST OF THE
 KZ0460'JUNCTION OF STATE HIGHWAY 520 LEADING SOUTHEAST TO GLENMONT, 1.1
 KZ0460'MILES SOUTHWEST OF ENTRANCE LEADING NORTHWEST TO KAYLOR RIDGE
 KZ0460'CEMETERY, 0.2 MILE NORTHEAST OF THE HOLMES-KNOX COUNTY LINE,
 KZ0460'15 1/2 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, IN TOP OF
 KZ0460'THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 6-FOOT
 KZ0460'CONCRETE CULVERT UNDER THE HIGHWAY, 3 FEET SOUTHWEST OF THE
 KZ0460'NORTHEAST END OF HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 KZ0460
 KZ0460                          STATION RECOVERY (1971)
 KZ0460
 KZ0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1247 ***********************************************************************
 KZ1247  DESIGNATION -  B 269
 KZ1247  PID         -  KZ1247
 KZ1247  STATE/COUNTY-  OH/MORROW
 KZ1247  USGS QUAD   -  BLOOMING GROVE (1987)
 KZ1247
 KZ1247                         *CURRENT SURVEY CONTROL
 KZ1247  ___________________________________________________________________
 KZ1247* NAD 83(1986)-  40 42 09.     (N)    082 40 55.     (W)     SCALED    
 KZ1247* NAVD 88     -       374.902  (meters)    1229.99   (feet)  ADJUSTED  
 KZ1247  ___________________________________________________________________
 KZ1247  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KZ1247  DYNAMIC HT  -         374.713 (meters)    1229.37  (feet)  COMP
 KZ1247  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 KZ1247
 KZ1247  VERT ORDER  -  SECOND    CLASS 0
 KZ1247
 KZ1247.The horizontal coordinates were scaled from a topographic map and have
 KZ1247.an estimated accuracy of +/- 6 seconds.
 KZ1247
 KZ1247.The orthometric height was determined by differential leveling
 KZ1247.and adjusted by the National Geodetic Survey in June 1991..
 KZ1247
 KZ1247.The geoid height was determined by GEOID03.
 KZ1247
 KZ1247.The dynamic height is computed by dividing the NAVD 88
 KZ1247.geopotential number by the normal gravity value computed on the
 KZ1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1247.degrees latitude (g = 980.6199 gals.).
 KZ1247
 KZ1247.The modeled gravity was interpolated from observed gravity values.
 KZ1247
 KZ1247;                    North         East    Units  Estimated Accuracy
 KZ1247;SPC OH N     -   115,040.      584,620.      MT  (+/- 180 meters Scaled)
 KZ1247
 KZ1247                          SUPERSEDED SURVEY CONTROL
 KZ1247
 KZ1247  NGVD 29 (??/??/92)  375.040  (m)         1230.44   (f) ADJ UNCH    2 0
 KZ1247
 KZ1247.Superseded values are not recommended for survey control.
 KZ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1247.See file dsdata.txt to determine how the superseded data were derived.
 KZ1247
 KZ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF579070(NAD 83)
 KZ1247_MARKER: DB = BENCH MARK DISK
 KZ1247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1247_SP_SET: CULVERT
 KZ1247_STAMPING: B 269 1959
 KZ1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1247
 KZ1247  HISTORY     - Date     Condition        Report By
 KZ1247  HISTORY     - 1959     MONUMENTED       CGS
 KZ1247  HISTORY     - 1973     GOOD             OHDT
 KZ1247  HISTORY     - 1987     GOOD             OHDT
 KZ1247  HISTORY     - 1987     GOOD             USPSQD
 KZ1247
 KZ1247                          STATION DESCRIPTION
 KZ1247
 KZ1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1247'1.9 MI SE FROM BLOOMING GROVE.
 KZ1247'ABOUT 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 97 FROM THE
 KZ1247'INTERSECTION OF COUNTY ROAD 20 AT BLOOMING GROVE, 0.8 MILE
 KZ1247'SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 314, 0.45 MILE
 KZ1247'EAST OF THE INTERSECTION OF COUNTY ROAD 50, 23 FEET NORTH OF
 KZ1247'THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE TOP STEP OF THE
 KZ1247'NORTHEAST CONCRETE WING WALL OF A 7-FOOT CORRUGATED PIPE
 KZ1247'CULVERT UNDER THE HIGHWAY, AND ABOUT 4 FEET BELOW THE LEVEL OF
 KZ1247'THE HIGHWAY.
 KZ1247
 KZ1247                          STATION RECOVERY (1973)
 KZ1247
 KZ1247'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1247'RECOVERED IN GOOD CONDITION.
 KZ1247
 KZ1247                          STATION RECOVERY (1987)
 KZ1247
 KZ1247'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1247'RECOVERED IN GOOD CONDITION.
 KZ1247
 KZ1247                          STATION RECOVERY (1987)
 KZ1247
 KZ1247'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRC)
 KZ1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0005 ***********************************************************************
 JY0005  DESIGNATION -  B 27
 JY0005  PID         -  JY0005
 JY0005  STATE/COUNTY-  OH/LICKING
 JY0005  USGS QUAD   -  THORNVILLE (1992)
 JY0005
 JY0005                         *CURRENT SURVEY CONTROL
 JY0005  ___________________________________________________________________
 JY0005* NAD 83(1995)-  39 59 13.10135(N)    082 26 08.35592(W)     ADJUSTED  
 JY0005* NAVD 88     -       277.934  (meters)     911.86   (feet)  ADJUSTED  
 JY0005  ___________________________________________________________________
 JY0005  X           -     644,220.770 (meters)                     COMP
 JY0005  Y           -  -4,851,236.302 (meters)                     COMP
 JY0005  Z           -   4,077,034.072 (meters)                     COMP
 JY0005  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 JY0005  ELLIP HEIGHT-         243.82  (meters)          (10/07/05) GPS OBS
 JY0005  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JY0005  DYNAMIC HT  -         277.778 (meters)     911.34  (feet)  COMP
 JY0005  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 JY0005
 JY0005  HORZ ORDER  -  FIRST
 JY0005  VERT ORDER  -  SECOND    CLASS 0
 JY0005  ELLP ORDER  -  FOURTH    CLASS II
 JY0005
 JY0005.The horizontal coordinates were established by GPS observations
 JY0005.and adjusted by the National Geodetic Survey in February 1999..
 JY0005
 JY0005.The orthometric height was determined by differential leveling
 JY0005.and adjusted by the National Geodetic Survey in June 1991..
 JY0005
 JY0005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY0005
 JY0005.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY0005
 JY0005.The ellipsoidal height was determined by GPS observations
 JY0005.and is referenced to NAD 83.
 JY0005
 JY0005.The geoid height was determined by GEOID03.
 JY0005
 JY0005.The dynamic height is computed by dividing the NAVD 88
 JY0005.geopotential number by the normal gravity value computed on the
 JY0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0005.degrees latitude (g = 980.6199 gals.).
 JY0005
 JY0005.The modeled gravity was interpolated from observed gravity values.
 JY0005
 JY0005;                    North         East     Units Scale Factor Converg.
 JY0005;SPC OH S     -   220,588.390   605,495.712   MT  0.99999116   +0 02 27.0
 JY0005;UTM  17      - 4,427,298.245   377,427.423   MT  0.99978496   -0 55 21.7
 JY0005
 JY0005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY0005!SPC OH S     -   0.99996175  x   0.99999116  =   0.99995291
 JY0005!UTM  17      -   0.99996175  x   0.99978496  =   0.99974672
 JY0005
 JY0005                          SUPERSEDED SURVEY CONTROL
 JY0005
 JY0005  ELLIP H (02/25/99)  243.83   (m)                       GP(       ) 4 2
 JY0005  NAVD 88 (02/25/99)  277.93   (m)          911.8    (f) LEVELING    3  
 JY0005  NGVD 29 (??/??/92)  278.133  (m)          912.51   (f) ADJ UNCH    2 0
 JY0005
 JY0005.Superseded values are not recommended for survey control.
 JY0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0005.See file dsdata.txt to determine how the superseded data were derived.
 JY0005
 JY0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE7742727298(NAD 83)
 JY0005_MARKER: DB = BENCH MARK DISK
 JY0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0005_STAMPING: B 27 1934
 JY0005_MARK LOGO: CGS   
 JY0005_PROJECTION: FLUSH
 JY0005_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0005+STABILITY: SURFACE MOTION
 JY0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY0005+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998
 JY0005
 JY0005  HISTORY     - Date     Condition        Report By
 JY0005  HISTORY     - 1934     MONUMENTED       CGS
 JY0005  HISTORY     - 19980317 GOOD             GEOMET
 JY0005
 JY0005                          STATION DESCRIPTION
 JY0005
 JY0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0005'1.8 MI N FROM ATHERTON.
 JY0005'1.8 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY0005'ATHERTON, LICKING COUNTY, 130 FEET WEST OF A WHITE FARMHOUSE,
 JY0005'100 FEET NORTHWEST OF A 32-INCH ELM TREE, AT A DIRT-ROAD
 JY0005'CROSSING, 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20 FEE
 JY0005'WEST OF THE WEST RAIL, 22 FEET SOUTHEAST OF A 12-INCH ELM TREE,
 JY0005'11 FEET SOUTHEAST OF A FENCE CORNER, 3.2 FEET EAST OF THE WEST
 JY0005'FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED B 27
 JY0005'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 JY0005'INCHES ABOVE GROUND.
 JY0005
 JY0005                          STATION RECOVERY (1998)
 JY0005
 JY0005'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 JY0005'THE STATION IS LOCATED IN LICKING TOWNSHIP IN LICKING COUNTY, OHIO
 JY0005'ABOUT 2.5 MILES (4.0 KM) NORTHWEST OF THE TOWN OF JACKSONTOWN.  TO
 JY0005'REACH THE STATION FROM THE INTERSECTION OF US 40 AND JACKSONTOWN ROAD
 JY0005'(SR 13) PROCEED NORTH ALONG JACKSONTOWN ROAD (SR 13) A DISTANCE OF
 JY0005'1.85 MILES (2.98 KM) TO ITS INTERSECTION WITH DAVIS DRIVE (T-309) .
 JY0005'TURN LEFT AND PROCEED WEST ALONG DAVIS DRIVE (T-309) A DISTANCE OF 1.4
 JY0005'MILES (2.3 KM) TO A RAILROAD CROSSING AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1369 ***********************************************************************
 KZ1369  DESIGNATION -  B 270
 KZ1369  PID         -  KZ1369
 KZ1369  STATE/COUNTY-  OH/RICHLAND
 KZ1369  USGS QUAD   -  CRESTLINE (1982)
 KZ1369
 KZ1369                         *CURRENT SURVEY CONTROL
 KZ1369  ___________________________________________________________________
 KZ1369* NAD 83(1986)-  40 48 13.     (N)    082 39 06.     (W)     SCALED    
 KZ1369* NAVD 88     -       368.093  (meters)    1207.65   (feet)  ADJUSTED  
 KZ1369  ___________________________________________________________________
 KZ1369  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KZ1369  DYNAMIC HT  -         367.912 (meters)    1207.06  (feet)  COMP
 KZ1369  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 KZ1369
 KZ1369  VERT ORDER  -  SECOND    CLASS 0
 KZ1369
 KZ1369.The horizontal coordinates were scaled from a topographic map and have
 KZ1369.an estimated accuracy of +/- 6 seconds.
 KZ1369
 KZ1369.The orthometric height was determined by differential leveling
 KZ1369.and adjusted by the National Geodetic Survey in June 1991..
 KZ1369
 KZ1369.The geoid height was determined by GEOID03.
 KZ1369
 KZ1369.The dynamic height is computed by dividing the NAVD 88
 KZ1369.geopotential number by the normal gravity value computed on the
 KZ1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1369.degrees latitude (g = 980.6199 gals.).
 KZ1369
 KZ1369.The modeled gravity was interpolated from observed gravity values.
 KZ1369
 KZ1369;                    North         East    Units  Estimated Accuracy
 KZ1369;SPC OH N     -   126,260.      587,200.      MT  (+/- 180 meters Scaled)
 KZ1369
 KZ1369                          SUPERSEDED SURVEY CONTROL
 KZ1369
 KZ1369  NGVD 29 (??/??/92)  368.232  (m)         1208.11   (f) ADJ UNCH    2 0
 KZ1369
 KZ1369.Superseded values are not recommended for survey control.
 KZ1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1369.See file dsdata.txt to determine how the superseded data were derived.
 KZ1369
 KZ1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF606182(NAD 83)
 KZ1369_MARKER: DB = BENCH MARK DISK
 KZ1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1369_SP_SET: CULVERT
 KZ1369_STAMPING: B 270 1959
 KZ1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1369
 KZ1369  HISTORY     - Date     Condition        Report By
 KZ1369  HISTORY     - 1959     MONUMENTED       CGS
 KZ1369  HISTORY     - 1973     GOOD             OHDT
 KZ1369  HISTORY     - 1987     GOOD             OHDT
 KZ1369  HISTORY     - 1990     GOOD             USPSQD
 KZ1369
 KZ1369                          STATION DESCRIPTION
 KZ1369
 KZ1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1369'3.2 MI SW FROM SPRING MILL.
 KZ1369'ABOUT 3.15 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD
 KZ1369'FROM THE OVERPASS OF STATE HIGHWAY 39 OVER THE TRACK AT SPRING
 KZ1369'MILL, ABOUT 4.65 MILES NORTHEAST ALONG THE PENNA. RAILROAD FROM
 KZ1369'THE CROSSING OF THE NEW YORK CENTRAL RAILROAD AT CRESTLINE,
 KZ1369'CRAWFORD CO., 80 YARDS EAST-NORTHEAST OF MILEPOST 184, 436
 KZ1369'YARDS (0.25 MILE) EAST-NORTHEAST OF THE CROSSING OF HIGHWAY 314,
 KZ1369'10 FEET NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL, IN TOP OF
 KZ1369'THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A 6-FOOT STONE
 KZ1369'CULVERT UNDER THE RAILROAD, AND ABOUT 1 1/2 FEET BELOW THE
 KZ1369'LEVEL OF THE TRACK.
 KZ1369
 KZ1369                          STATION RECOVERY (1973)
 KZ1369
 KZ1369'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1369'RECOVERED IN GOOD CONDITION.
 KZ1369
 KZ1369                          STATION RECOVERY (1987)
 KZ1369
 KZ1369'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1369'RECOVERED IN GOOD CONDITION.
 KZ1369
 KZ1369                          STATION RECOVERY (1990)
 KZ1369
 KZ1369'RECOVERY NOTE BY US POWER SQUADRON 1990 (RN)
 KZ1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1360 ***********************************************************************
 KZ1360  DESIGNATION -  B 271
 KZ1360  PID         -  KZ1360
 KZ1360  STATE/COUNTY-  OH/MORROW
 KZ1360  USGS QUAD   -  BLOOMING GROVE (1987)
 KZ1360
 KZ1360                         *CURRENT SURVEY CONTROL
 KZ1360  ___________________________________________________________________
 KZ1360* NAD 83(1986)-  40 38 27.     (N)    082 39 49.     (W)     SCALED    
 KZ1360* NAVD 88     -       396.639  (meters)    1301.31   (feet)  ADJUSTED  
 KZ1360  ___________________________________________________________________
 KZ1360  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KZ1360  DYNAMIC HT  -         396.437 (meters)    1300.64  (feet)  COMP
 KZ1360  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 KZ1360
 KZ1360  VERT ORDER  -  SECOND    CLASS 0
 KZ1360
 KZ1360.The horizontal coordinates were scaled from a topographic map and have
 KZ1360.an estimated accuracy of +/- 6 seconds.
 KZ1360
 KZ1360.The orthometric height was determined by differential leveling
 KZ1360.and adjusted by the National Geodetic Survey in June 1991..
 KZ1360
 KZ1360.The geoid height was determined by GEOID03.
 KZ1360
 KZ1360.The dynamic height is computed by dividing the NAVD 88
 KZ1360.geopotential number by the normal gravity value computed on the
 KZ1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1360.degrees latitude (g = 980.6199 gals.).
 KZ1360
 KZ1360.The modeled gravity was interpolated from observed gravity values.
 KZ1360
 KZ1360;                    North         East    Units  Estimated Accuracy
 KZ1360;SPC OH N     -   108,190.      586,160.      MT  (+/- 180 meters Scaled)
 KZ1360
 KZ1360                          SUPERSEDED SURVEY CONTROL
 KZ1360
 KZ1360  NGVD 29 (??/??/92)  396.781  (m)         1301.77   (f) ADJ UNCH    2 0
 KZ1360
 KZ1360.Superseded values are not recommended for survey control.
 KZ1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1360.See file dsdata.txt to determine how the superseded data were derived.
 KZ1360
 KZ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF593002(NAD 83)
 KZ1360_MARKER: DB = BENCH MARK DISK
 KZ1360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1360_SP_SET: CATCH BASIN
 KZ1360_STAMPING: B 271 1959
 KZ1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1360
 KZ1360  HISTORY     - Date     Condition        Report By
 KZ1360  HISTORY     - 1959     MONUMENTED       CGS
 KZ1360
 KZ1360                          STATION DESCRIPTION
 KZ1360
 KZ1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1360'1.1 MI N FROM SHAUCK.
 KZ1360'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 314 FROM THE
 KZ1360'INTERSECTION OF U.S. HIGHWAY 42 AT SHAUCK, 0.2 MILE NORTH OF
 KZ1360'THE INTERSECTION OF WEST POINT-BELLVILLE ROAD, 170 YARDS NORTH
 KZ1360'OF THE BOTTOM OF GRADES AND SMALL NARROW CONCRETE BRIDGE,
 KZ1360'18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE
 KZ1360'SOUTHWEST CORNER OF A 4-BY 4 1/2-FOOT CONCRETE CATCH BASIN FOR
 KZ1360'A 12-INCH PIPE CULVERT (NO. MRW 314 2116) UNDER THE HIGHWAY,
 KZ1360'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1301 ***********************************************************************
 KZ1301  DESIGNATION -  B 272
 KZ1301  PID         -  KZ1301
 KZ1301  STATE/COUNTY-  OH/RICHLAND
 KZ1301  USGS QUAD   -  BELLVILLE (1974)
 KZ1301
 KZ1301                         *CURRENT SURVEY CONTROL
 KZ1301  ___________________________________________________________________
 KZ1301* NAD 83(1986)-  40 35 22.     (N)    082 34 45.     (W)     SCALED    
 KZ1301* NAVD 88     -       390.687  (meters)    1281.78   (feet)  ADJUSTED  
 KZ1301  ___________________________________________________________________
 KZ1301  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KZ1301  DYNAMIC HT  -         390.488 (meters)    1281.13  (feet)  COMP
 KZ1301  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 KZ1301
 KZ1301  VERT ORDER  -  SECOND    CLASS 0
 KZ1301
 KZ1301.The horizontal coordinates were scaled from a topographic map and have
 KZ1301.an estimated accuracy of +/- 6 seconds.
 KZ1301
 KZ1301.The orthometric height was determined by differential leveling
 KZ1301.and adjusted by the National Geodetic Survey in June 1991..
 KZ1301
 KZ1301.The geoid height was determined by GEOID03.
 KZ1301
 KZ1301.The dynamic height is computed by dividing the NAVD 88
 KZ1301.geopotential number by the normal gravity value computed on the
 KZ1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1301.degrees latitude (g = 980.6199 gals.).
 KZ1301
 KZ1301.The modeled gravity was interpolated from observed gravity values.
 KZ1301
 KZ1301;                    North         East    Units  Estimated Accuracy
 KZ1301;SPC OH N     -   102,470.      593,300.      MT  (+/- 180 meters Scaled)
 KZ1301
 KZ1301                          SUPERSEDED SURVEY CONTROL
 KZ1301
 KZ1301  NGVD 29 (??/??/92)  390.839  (m)         1282.28   (f) ADJ UNCH    2 0
 KZ1301
 KZ1301.Superseded values are not recommended for survey control.
 KZ1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1301.See file dsdata.txt to determine how the superseded data were derived.
 KZ1301
 KZ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE663943(NAD 83)
 KZ1301_MARKER: DB = BENCH MARK DISK
 KZ1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1301_STAMPING: B 272 1959
 KZ1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1301+STABILITY: SURFACE MOTION
 KZ1301
 KZ1301  HISTORY     - Date     Condition        Report By
 KZ1301  HISTORY     - 1959     MONUMENTED       CGS
 KZ1301
 KZ1301                          STATION DESCRIPTION
 KZ1301
 KZ1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1301'8 MI NW FROM FREDERICKTOWN.
 KZ1301'ABOUT 2.85 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST
 KZ1301'OFFICE AT FREDERICKTOWN, THENCE ABOUT 5.2 MILES NORTHWEST ALONG
 KZ1301'STATE HIGHWAY 546, 0.25 MILE NORTH OF THE INTERSECTION OF
 KZ1301'DARLINGTON E ROAD, 0.9 MILE SOUTH OF THE OVERPASS OF INTERSTATE
 KZ1301'HIGHWAY 72, 0.55 MILE SOUTH OF A CONCRETE BRIDGE OVER STEEL
 KZ1301'RUN, 187 YARDS SOUTH OF THE TOP OF GRADES AND THE JUNCTION OF
 KZ1301'A DRIVE LEADING WEST AND UPHILL TO A ROCK HOUSE, 19 FEET
 KZ1301'EAST OF THE CENTER LINE OF HIGHWAY 546, 1 FOOT WEST OF A WIRE
 KZ1301'FENCE, 21 1/2 FEET SOUTH OF A 28-INCH LONE WILD CHERRY TREE ALONG
 KZ1301'THE FENCE LINE, 2 FEET WEST-NORTHWEST OF A STEEL WITNESS POST,
 KZ1301'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP
 KZ1301'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0977 ***********************************************************************
 KZ0977  DESIGNATION -  B 273
 KZ0977  PID         -  KZ0977
 KZ0977  STATE/COUNTY-  OH/KNOX
 KZ0977  USGS QUAD   -  FREDERICKTOWN (1984)
 KZ0977
 KZ0977                         *CURRENT SURVEY CONTROL
 KZ0977  ___________________________________________________________________
 KZ0977* NAD 83(1986)-  40 23 14.     (N)    082 36 16.     (W)     SCALED    
 KZ0977* NAVD 88     -       412.806  (meters)    1354.35   (feet)  ADJUSTED  
 KZ0977  ___________________________________________________________________
 KZ0977  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KZ0977  DYNAMIC HT  -         412.587 (meters)    1353.63  (feet)  COMP
 KZ0977  MODELED GRAV-     980,083.7   (mgal)                       NAVD 88
 KZ0977
 KZ0977  VERT ORDER  -  SECOND    CLASS 0
 KZ0977
 KZ0977.The horizontal coordinates were scaled from a topographic map and have
 KZ0977.an estimated accuracy of +/- 6 seconds.
 KZ0977
 KZ0977.The orthometric height was determined by differential leveling
 KZ0977.and adjusted by the National Geodetic Survey in June 1991..
 KZ0977
 KZ0977.The geoid height was determined by GEOID03.
 KZ0977
 KZ0977.The dynamic height is computed by dividing the NAVD 88
 KZ0977.geopotential number by the normal gravity value computed on the
 KZ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0977.degrees latitude (g = 980.6199 gals.).
 KZ0977
 KZ0977.The modeled gravity was interpolated from observed gravity values.
 KZ0977
 KZ0977;                    North         East    Units  Estimated Accuracy
 KZ0977;SPC OH N     -    80,020.      591,130.      MT  (+/- 180 meters Scaled)
 KZ0977
 KZ0977                          SUPERSEDED SURVEY CONTROL
 KZ0977
 KZ0977  NGVD 29 (??/??/92)  412.955  (m)         1354.84   (f) ADJ UNCH    2 0
 KZ0977
 KZ0977.Superseded values are not recommended for survey control.
 KZ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0977.See file dsdata.txt to determine how the superseded data were derived.
 KZ0977
 KZ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE638719(NAD 83)
 KZ0977_MARKER: DB = BENCH MARK DISK
 KZ0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0977_STAMPING: B 273 1959
 KZ0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0977+STABILITY: SURFACE MOTION
 KZ0977
 KZ0977  HISTORY     - Date     Condition        Report By
 KZ0977  HISTORY     - 1959     MONUMENTED       CGS
 KZ0977
 KZ0977                          STATION DESCRIPTION
 KZ0977
 KZ0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0977'3.6 MI NE FROM MT LIBERTY.
 KZ0977'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 36 FROM THE EAST
 KZ0977'JUNCTION OF COUNTY ROAD 25 AT MT. LIBERTY, THENCE ABOUT 2.35
 KZ0977'MILES NORTH ALONG TWP ROAD 65, 0.9 MILE NORTH OF THE INTERSECTION
 KZ0977'OF KNOX COUNTY ROAD 2 AND THE LIBERTY TWP HALL, 0.25 MILE NORTH
 KZ0977'THE JUNCTION OF KNOX COUNTY ROAD 68 LEADING WEST, AT THE SOUTH
 KZ0977'END OF A CURVE, 21 1/2 FEET EAST OF THE CENTER LINE OF ROAD,
 KZ0977'1 FOOT WEST OF A WIRE FENCE, 134 FEET NORTH OF A CROSS FENCE
 KZ0977'CORNER, 125 FEET SOUTH OF A CROSS FENCE CORNER, 2 FEET SOUTH OF
 KZ0977'A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP
 KZ0977'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0852 ***********************************************************************
 KZ0852  DESIGNATION -  B 274
 KZ0852  PID         -  KZ0852
 KZ0852  STATE/COUNTY-  OH/DELAWARE
 KZ0852  USGS QUAD   -  ASHLEY (1995)
 KZ0852
 KZ0852                         *CURRENT SURVEY CONTROL
 KZ0852  ___________________________________________________________________
 KZ0852* NAD 83(1986)-  40 24 15.     (N)    082 57 22.     (W)     SCALED    
 KZ0852* NAVD 88     -       297.912  (meters)     977.40   (feet)  ADJUSTED  
 KZ0852  ___________________________________________________________________
 KZ0852  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KZ0852  DYNAMIC HT  -         297.758 (meters)     976.89  (feet)  COMP
 KZ0852  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 KZ0852
 KZ0852  VERT ORDER  -  FIRST     CLASS I
 KZ0852
 KZ0852.The horizontal coordinates were scaled from a topographic map and have
 KZ0852.an estimated accuracy of +/- 6 seconds.
 KZ0852
 KZ0852.The orthometric height was determined by differential leveling
 KZ0852.and adjusted by the National Geodetic Survey in June 1991..
 KZ0852
 KZ0852.The geoid height was determined by GEOID03.
 KZ0852
 KZ0852.The dynamic height is computed by dividing the NAVD 88
 KZ0852.geopotential number by the normal gravity value computed on the
 KZ0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0852.degrees latitude (g = 980.6199 gals.).
 KZ0852
 KZ0852.The modeled gravity was interpolated from observed gravity values.
 KZ0852
 KZ0852;                    North         East    Units  Estimated Accuracy
 KZ0852;SPC OH N     -    82,000.      561,280.      MT  (+/- 180 meters Scaled)
 KZ0852
 KZ0852                          SUPERSEDED SURVEY CONTROL
 KZ0852
 KZ0852  NGVD 29 (??/??/92)  298.075  (m)          977.93   (f) ADJ UNCH    1 1
 KZ0852
 KZ0852.Superseded values are not recommended for survey control.
 KZ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0852.See file dsdata.txt to determine how the superseded data were derived.
 KZ0852
 KZ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE340744(NAD 83)
 KZ0852_MARKER: DB = BENCH MARK DISK
 KZ0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0852_STAMPING: B 274 1959
 KZ0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0852+STABILITY: SURFACE MOTION
 KZ0852
 KZ0852  HISTORY     - Date     Condition        Report By
 KZ0852  HISTORY     - 1959     MONUMENTED       CGS
 KZ0852  HISTORY     - 1967     GOOD             NGS
 KZ0852
 KZ0852                          STATION DESCRIPTION
 KZ0852
 KZ0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ0852'AT ASHLEY.
 KZ0852'AT ASHLEY, ABOUT 0.25 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL
 KZ0852'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 229 AT ASHELY, THENCE
 KZ0852'0.15 MILE EAST AND SOUTHEAST ALONG A BLACK TOPPED STREET AND A
 KZ0852'GRAVELED DRIVEWAY, AT THE RICHARDSON AIRPORT, AT THE SOUTH EDGE OF
 KZ0852'A LAWN WHICH IS INSIDE OF A CIRCLE AT THE EAST END OF A DRIVEWAY,
 KZ0852'75.3 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF AN UNPAINTED FRAME
 KZ0852'HOUSE, 10 FEET NORTH OF THE CENTER LINE OF DRIVEWAY, 1 1/2 FEET
 KZ0852'WEST OF A POLE SUPPORTING A WIND SOCK, ABOUT LEVEL WITH THE
 KZ0852'DRIVEWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 KZ0852'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0911 ***********************************************************************
 KZ0911  DESIGNATION -  B 275
 KZ0911  PID         -  KZ0911
 KZ0911  STATE/COUNTY-  OH/MORROW
 KZ0911  USGS QUAD   -  CHESTERVILLE (1961)
 KZ0911
 KZ0911                         *CURRENT SURVEY CONTROL
 KZ0911  ___________________________________________________________________
 KZ0911* NAD 83(1986)-  40 23 55.     (N)    082 42 16.     (W)     SCALED    
 KZ0911* NAVD 88     -       409.102  (meters)    1342.20   (feet)  ADJUSTED  
 KZ0911  ___________________________________________________________________
 KZ0911  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KZ0911  DYNAMIC HT  -         408.887 (meters)    1341.49  (feet)  COMP
 KZ0911  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 KZ0911
 KZ0911  VERT ORDER  -  SECOND    CLASS 0
 KZ0911
 KZ0911.The horizontal coordinates were scaled from a topographic map and have
 KZ0911.an estimated accuracy of +/- 6 seconds.
 KZ0911
 KZ0911.The orthometric height was determined by differential leveling
 KZ0911.and adjusted by the National Geodetic Survey in June 1991..
 KZ0911
 KZ0911.The geoid height was determined by GEOID03.
 KZ0911
 KZ0911.The dynamic height is computed by dividing the NAVD 88
 KZ0911.geopotential number by the normal gravity value computed on the
 KZ0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0911.degrees latitude (g = 980.6199 gals.).
 KZ0911
 KZ0911.The modeled gravity was interpolated from observed gravity values.
 KZ0911
 KZ0911;                    North         East    Units  Estimated Accuracy
 KZ0911;SPC OH N     -    81,300.      582,640.      MT  (+/- 180 meters Scaled)
 KZ0911
 KZ0911                          SUPERSEDED SURVEY CONTROL
 KZ0911
 KZ0911  NGVD 29 (??/??/92)  409.247  (m)         1342.67   (f) ADJ UNCH    2 0
 KZ0911
 KZ0911.Superseded values are not recommended for survey control.
 KZ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0911.See file dsdata.txt to determine how the superseded data were derived.
 KZ0911
 KZ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE553733(NAD 83)
 KZ0911_MARKER: DB = BENCH MARK DISK
 KZ0911_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ0911_SP_SET: 22.3 FEET
 KZ0911_STAMPING: B 275 1959
 KZ0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0911
 KZ0911  HISTORY     - Date     Condition        Report By
 KZ0911  HISTORY     - 1959     MONUMENTED       CGS
 KZ0911  HISTORY     - 1967     GOOD             NGS
 KZ0911  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KZ0911
 KZ0911                          STATION DESCRIPTION
 KZ0911
 KZ0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0911'0.3 MI NW FROM SPARTA.
 KZ0911'ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 314 FROM THE
 KZ0911'INTERSECTION OF STATE HIGHWAY 656 AT SPARTA, ALONG STATE
 KZ0911'HIGHWAY 229, AT THE EAST JUNCTION OF HIGHWAY 314 LEADING
 KZ0911'SOUTHEAST, BETWEEN A DRIVE LEADING NORTH TO A LARGE BRICK HOUSE
 KZ0911'AND A DRIVE NORTH TO A SMALL WHITE PAINTED BARN, 26 FEET NORTH
 KZ0911'OF THE CENTER LINE OF HIGHWAY 229, 31 FEET NORTHEAST OF THE
 KZ0911'CENTER LINE OF THE JUNCTION, 49 FEET WEST OF THE CENTER LINE OF
 KZ0911'DRIVE TO HOUSE, 31 FEET EAST OF THE CENTER LINE OF DRIVE TO
 KZ0911'BARN, 2 1/2 FEET SOUTH-SOUTHWEST OF THE FIRST POWER LINE POLE
 KZ0911'NORTH OF THE HIGHWAY, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE,
 KZ0911'0.2 MILE EAST OF THE JUNCTION OF HIGHWAY 314 LEADING NORTH,
 KZ0911'1 1/2 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW
 KZ0911'THE LEVEL OF THE HIGHWAY, AND IS A DISK ON COPPER - COATED
 KZ0911'STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A 6-INCH TILE-WHICH
 KZ0911'PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 KZ0911'22.3 FEET.
 KZ0911
 KZ0911                          STATION RECOVERY (1967)
 KZ0911
 KZ0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0911'RECOVERED IN GOOD CONDITION.
 KZ0911
 KZ0911                          STATION RECOVERY (1990)
 KZ0911
 KZ0911'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1748 ***********************************************************************
 KY1748  DESIGNATION -  B 276
 KY1748  PID         -  KY1748
 KY1748  STATE/COUNTY-  OH/HOLMES
 KY1748  USGS QUAD   -  BERLIN (1994)
 KY1748
 KY1748                         *CURRENT SURVEY CONTROL
 KY1748  ___________________________________________________________________
 KY1748* NAD 83(1986)-  40 33 14.     (N)    081 52 15.     (W)     SCALED    
 KY1748* NAVD 88     -       357.942  (meters)    1174.35   (feet)  ADJUSTED  
 KY1748  ___________________________________________________________________
 KY1748  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KY1748  DYNAMIC HT  -         357.773 (meters)    1173.79  (feet)  COMP
 KY1748  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 KY1748
 KY1748  VERT ORDER  -  SECOND    CLASS 0
 KY1748
 KY1748.The horizontal coordinates were scaled from a topographic map and have
 KY1748.an estimated accuracy of +/- 6 seconds.
 KY1748
 KY1748.The orthometric height was determined by differential leveling
 KY1748.and adjusted by the National Geodetic Survey in June 1991..
 KY1748
 KY1748.The geoid height was determined by GEOID03.
 KY1748
 KY1748.The dynamic height is computed by dividing the NAVD 88
 KY1748.geopotential number by the normal gravity value computed on the
 KY1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1748.degrees latitude (g = 980.6199 gals.).
 KY1748
 KY1748.The modeled gravity was interpolated from observed gravity values.
 KY1748
 KY1748;                    North         East    Units  Estimated Accuracy
 KY1748;SPC OH N     -    98,720.      653,290.      MT  (+/- 180 meters Scaled)
 KY1748
 KY1748                          SUPERSEDED SURVEY CONTROL
 KY1748
 KY1748  NGVD 29 (??/??/92)  358.157  (m)         1175.05   (f) ADJ UNCH    2 0
 KY1748
 KY1748.Superseded values are not recommended for survey control.
 KY1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1748.See file dsdata.txt to determine how the superseded data were derived.
 KY1748
 KY1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME262896(NAD 83)
 KY1748_MARKER: DB = BENCH MARK DISK
 KY1748_SETTING: 80 = SET IN A BOULDER
 KY1748_SP_SET: BOULDER
 KY1748_STAMPING: B 276 1959
 KY1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1748+STABILITY: SURFACE MOTION
 KY1748
 KY1748  HISTORY     - Date     Condition        Report By
 KY1748  HISTORY     - 1959     MONUMENTED       CGS
 KY1748
 KY1748                          STATION DESCRIPTION
 KY1748
 KY1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1748'2.4 MI E FROM MILLERSBURG.
 KY1748'ABOUT 2.45 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE COURTHOUSE
 KY1748'AT MILLERSBURG, 0.25 MILE WEST OF A BLACK TOP ROAD LEADING
 KY1748'SOUTH AND THENCE EAST, 0.15 MILE EAST OF THE JUNCTION OF A
 KY1748'BLACK TOP ROAD LEADING SOUTH TO PINE VALLEY LAKE, AT THE WEST
 KY1748'END OF A SHORT DEEP CUT, AT THE JUNCTION OF A DRIVE NORTH
 KY1748'INTO A CULTIVATED FIELD, 31 FEET NORTH OF THE CENTER LINE OF
 KY1748'HIGHWAY, 30 FEET EAST OF THE CENTER LINE OF DRIVE, IN TOP OF THE
 KY1748'SOUTHEAST CORNER OF A ROCK 4-FOOT-LONG BY 1 1/2-FOOT-HIGH
 KY1748'THAT PROJECTS FROM CUT, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1999 ***********************************************************************
 KY1999  DESIGNATION -  B 277
 KY1999  PID         -  KY1999
 KY1999  STATE/COUNTY-  OH/HOLMES
 KY1999  USGS QUAD   -  SUGARCREEK (1994)
 KY1999
 KY1999                         *CURRENT SURVEY CONTROL
 KY1999  ___________________________________________________________________
 KY1999* NAD 83(1986)-  40 37 05.     (N)    081 43 51.     (W)     SCALED    
 KY1999* NAVD 88     -       352.459  (meters)    1156.36   (feet)  ADJUSTED  
 KY1999  ___________________________________________________________________
 KY1999  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KY1999  DYNAMIC HT  -         352.290 (meters)    1155.80  (feet)  COMP
 KY1999  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 KY1999
 KY1999  VERT ORDER  -  SECOND    CLASS 0
 KY1999
 KY1999.The horizontal coordinates were scaled from a topographic map and have
 KY1999.an estimated accuracy of +/- 6 seconds.
 KY1999
 KY1999.The orthometric height was determined by differential leveling
 KY1999.and adjusted by the National Geodetic Survey in June 1991..
 KY1999
 KY1999.The geoid height was determined by GEOID03.
 KY1999
 KY1999.The dynamic height is computed by dividing the NAVD 88
 KY1999.geopotential number by the normal gravity value computed on the
 KY1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1999.degrees latitude (g = 980.6199 gals.).
 KY1999
 KY1999.The modeled gravity was interpolated from observed gravity values.
 KY1999
 KY1999;                    North         East    Units  Estimated Accuracy
 KY1999;SPC OH N     -   105,940.      665,080.      MT  (+/- 180 meters Scaled)
 KY1999
 KY1999                          SUPERSEDED SURVEY CONTROL
 KY1999
 KY1999  NGVD 29 (??/??/92)  352.668  (m)         1157.04   (f) ADJ UNCH    2 0
 KY1999
 KY1999.Superseded values are not recommended for survey control.
 KY1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1999.See file dsdata.txt to determine how the superseded data were derived.
 KY1999
 KY1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME381966(NAD 83)
 KY1999_MARKER: DB = BENCH MARK DISK
 KY1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1999_STAMPING: B 277 1959
 KY1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1999+STABILITY: SURFACE MOTION
 KY1999
 KY1999  HISTORY     - Date     Condition        Report By
 KY1999  HISTORY     - 1959     MONUMENTED       CGS
 KY1999
 KY1999                          STATION DESCRIPTION
 KY1999
 KY1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1999'1.8 MI W FROM WINESBURG.
 KY1999'ABOUT 1.75 MILES WEST ALONG COUNTY ROAD 160 FROM THE SCHOOL AT
 KY1999'WINESBURG, AT THE JUNCTION OF TWP ROAD 178 LEADING SOUTH, 0.9
 KY1999'MILE EAST OF A 25-FOOT BRIDGE OVER THE MIDDLE FORK OF SUGAR
 KY1999'CREEK, 47 FEET SOUTH OF THE CENTER LINE OF ROAD 160, 16 1/2 FEET
 KY1999'SOUTHWEST OF THE CENTER OF THE JUNCTION, 1 FOOT EAST OF A
 KY1999'NORTH-SOUTH FENCE LINE, 2 FEET NORTH OF A STEEL WITNESS POST,
 KY1999'ABOUT 3 1/2 FEET BELOW THE LEVEL OF ROAD 160, AND SET IN TOP OF
 KY1999'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1954 ***********************************************************************
 KY1954  DESIGNATION -  B 278
 KY1954  PID         -  KY1954
 KY1954  STATE/COUNTY-  OH/WAYNE
 KY1954  USGS QUAD   -  WILMOT (1994)
 KY1954
 KY1954                         *CURRENT SURVEY CONTROL
 KY1954  ___________________________________________________________________
 KY1954* NAD 83(1986)-  40 41 05.     (N)    081 40 36.     (W)     SCALED    
 KY1954* NAVD 88     -       380.293  (meters)    1247.68   (feet)  ADJUSTED  
 KY1954  ___________________________________________________________________
 KY1954  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KY1954  DYNAMIC HT  -         380.114 (meters)    1247.09  (feet)  COMP
 KY1954  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 KY1954
 KY1954  VERT ORDER  -  SECOND    CLASS 0
 KY1954
 KY1954.The horizontal coordinates were scaled from a topographic map and have
 KY1954.an estimated accuracy of +/- 6 seconds.
 KY1954
 KY1954.The orthometric height was determined by differential leveling
 KY1954.and adjusted by the National Geodetic Survey in June 1991..
 KY1954
 KY1954.The geoid height was determined by GEOID03.
 KY1954
 KY1954.The dynamic height is computed by dividing the NAVD 88
 KY1954.geopotential number by the normal gravity value computed on the
 KY1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1954.degrees latitude (g = 980.6199 gals.).
 KY1954
 KY1954.The modeled gravity was interpolated from observed gravity values.
 KY1954
 KY1954;                    North         East    Units  Estimated Accuracy
 KY1954;SPC OH N     -   113,380.      669,600.      MT  (+/- 180 meters Scaled)
 KY1954
 KY1954                          SUPERSEDED SURVEY CONTROL
 KY1954
 KY1954  NGVD 29 (??/??/92)  380.505  (m)         1248.37   (f) ADJ UNCH    2 0
 KY1954
 KY1954.Superseded values are not recommended for survey control.
 KY1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1954.See file dsdata.txt to determine how the superseded data were derived.
 KY1954
 KY1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF428039(NAD 83)
 KY1954_MARKER: DB = BENCH MARK DISK
 KY1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1954_STAMPING: B 278 1959
 KY1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1954+STABILITY: SURFACE MOTION
 KY1954
 KY1954  HISTORY     - Date     Condition        Report By
 KY1954  HISTORY     - 1959     MONUMENTED       CGS
 KY1954  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 KY1954
 KY1954                          STATION DESCRIPTION
 KY1954
 KY1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1954'1.5 MI SE FROM MOUNT EATON.
 KY1954'ABOUT 1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE POST
 KY1954'OFFICE AT MOUNT EATON, AT THE EAST END OF A FILL AND AT THE
 KY1954'JUNCTION OF A DRIVE NORTH TO A 2-STORY FARM HOUSE, 28 FEET
 KY1954'NORTH OF CENTER LINE OF HIGHWAY, 19 FEET WEST OF SOUTHWEST CORNER
 KY1954'OF A CATTLE GUARD UNDER DRIVE, 1 1/2 FEET SOUTH OF A FENCE
 KY1954'LINE, 2 FEET EAST OF A STEEL WITNESS POST, ABOUT 2 FEET BELOW
 KY1954'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KY1954'5 INCHES.
 KY1954
 KY1954                          STATION RECOVERY (1999)
 KY1954
 KY1954'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY1954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1976 ***********************************************************************
 KY1976  DESIGNATION -  B 279
 KY1976  PID         -  KY1976
 KY1976  STATE/COUNTY-  OH/WAYNE
 KY1976  USGS QUAD   -  DALTON (1994)
 KY1976
 KY1976                         *CURRENT SURVEY CONTROL
 KY1976  ___________________________________________________________________
 KY1976* NAD 83(1986)-  40 45 12.     (N)    081 41 27.     (W)     SCALED    
 KY1976* NAVD 88     -       313.947  (meters)    1030.01   (feet)  ADJUSTED  
 KY1976  ___________________________________________________________________
 KY1976  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KY1976  DYNAMIC HT  -         313.803 (meters)    1029.54  (feet)  COMP
 KY1976  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 KY1976
 KY1976  VERT ORDER  -  SECOND    CLASS 0
 KY1976
 KY1976.The horizontal coordinates were scaled from a topographic map and have
 KY1976.an estimated accuracy of +/- 6 seconds.
 KY1976
 KY1976.The orthometric height was determined by differential leveling
 KY1976.and adjusted by the National Geodetic Survey in June 1991..
 KY1976
 KY1976.The geoid height was determined by GEOID03.
 KY1976
 KY1976.The dynamic height is computed by dividing the NAVD 88
 KY1976.geopotential number by the normal gravity value computed on the
 KY1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1976.degrees latitude (g = 980.6199 gals.).
 KY1976
 KY1976.The modeled gravity was interpolated from observed gravity values.
 KY1976
 KY1976;                    North         East    Units  Estimated Accuracy
 KY1976;SPC OH N     -   120,990.      668,330.      MT  (+/- 180 meters Scaled)
 KY1976
 KY1976                          SUPERSEDED SURVEY CONTROL
 KY1976
 KY1976  NGVD 29 (??/??/92)  314.163  (m)         1030.72   (f) ADJ UNCH    2 0
 KY1976
 KY1976.Superseded values are not recommended for survey control.
 KY1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1976.See file dsdata.txt to determine how the superseded data were derived.
 KY1976
 KY1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF416116(NAD 83)
 KY1976_MARKER: DB = BENCH MARK DISK
 KY1976_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1976_SP_SET: CULVERT
 KY1976_STAMPING: B 279 1959
 KY1976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1976
 KY1976  HISTORY     - Date     Condition        Report By
 KY1976  HISTORY     - 1959     MONUMENTED       CGS
 KY1976  HISTORY     - 1971     GOOD             OHDT
 KY1976  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KY1976
 KY1976                          STATION DESCRIPTION
 KY1976
 KY1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1976'2.9 MI S FROM DALTON.
 KY1976'ABOUT 2.9 MILES SOUTH ALONG STATE HIGHWAY 548 FROM THE INTERSECTION
 KY1976'OF U.S. HIGHWAY 30 AT DALTON, ABOUT 0.45 MILE SOUTH OF CROSSING
 KY1976'OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, AT THE JUNCTION
 KY1976'OF COUNTY ROAD 188 LEADING EAST, IN THE TOP OF THE EAST END OF
 KY1976'THE NORTH HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER ROAD
 KY1976'188, 74 FEET EAST OF CENTER LINE OF HIGHWAY, 18 FEET NORTH OF
 KY1976'CENTER LINE OF ROAD 188, AND ABOUT 5 FEET BELOW LEVEL OF HIGHWAY
 KY1976'AND LEVEL WITH ROAD.
 KY1976
 KY1976                          STATION RECOVERY (1971)
 KY1976
 KY1976'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1976'RECOVERED IN GOOD CONDITION.
 KY1976
 KY1976                          STATION RECOVERY (1987)
 KY1976
 KY1976'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0076 ***********************************************************************
 KZ0076  DESIGNATION -  B 28
 KZ0076  PID         -  KZ0076
 KZ0076  STATE/COUNTY-  OH/RICHLAND
 KZ0076  USGS QUAD   -  BUTLER (1961)
 KZ0076
 KZ0076                         *CURRENT SURVEY CONTROL
 KZ0076  ___________________________________________________________________
 KZ0076* NAD 83(1986)-  40 34 20.     (N)    082 26 39.     (W)     SCALED    
 KZ0076* NAVD 88     -       340.109  (meters)    1115.84   (feet)  ADJUSTED  
 KZ0076  ___________________________________________________________________
 KZ0076  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KZ0076  DYNAMIC HT  -         339.938 (meters)    1115.28  (feet)  COMP
 KZ0076  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 KZ0076
 KZ0076  VERT ORDER  -  SECOND    CLASS 0
 KZ0076
 KZ0076.The horizontal coordinates were scaled from a topographic map and have
 KZ0076.an estimated accuracy of +/- 6 seconds.
 KZ0076
 KZ0076.The orthometric height was determined by differential leveling
 KZ0076.and adjusted by the National Geodetic Survey in June 1991..
 KZ0076
 KZ0076.The geoid height was determined by GEOID03.
 KZ0076
 KZ0076.The dynamic height is computed by dividing the NAVD 88
 KZ0076.geopotential number by the normal gravity value computed on the
 KZ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0076.degrees latitude (g = 980.6199 gals.).
 KZ0076
 KZ0076.The modeled gravity was interpolated from observed gravity values.
 KZ0076
 KZ0076;                    North         East    Units  Estimated Accuracy
 KZ0076;SPC OH N     -   100,560.      604,730.      MT  (+/- 180 meters Scaled)
 KZ0076
 KZ0076                          SUPERSEDED SURVEY CONTROL
 KZ0076
 KZ0076  NGVD 29 (??/??/92)  340.279  (m)         1116.40   (f) ADJ UNCH    2 0
 KZ0076
 KZ0076.Superseded values are not recommended for survey control.
 KZ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0076.See file dsdata.txt to determine how the superseded data were derived.
 KZ0076
 KZ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE777922(NAD 83)
 KZ0076_MARKER: DB = BENCH MARK DISK
 KZ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0076_STAMPING: B 28 1934
 KZ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0076+STABILITY: SURFACE MOTION
 KZ0076
 KZ0076  HISTORY     - Date     Condition        Report By
 KZ0076  HISTORY     - 1934     MONUMENTED       CGS
 KZ0076  HISTORY     - 1959     GOOD             NGS
 KZ0076  HISTORY     - 1971     GOOD             USPSQD
 KZ0076  HISTORY     - 1971     GOOD             NGS
 KZ0076
 KZ0076                          STATION DESCRIPTION
 KZ0076
 KZ0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0076'1.7 MI SW FROM BUTLER.
 KZ0076'ABOUT 1.7 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KZ0076'FROM THE STATION AT BUTLER, ACROSS THE TRACK FROM AND BETWEEN
 KZ0076'MILEAGE POLES 40+20 AND 40+21, 270 YARDS NORTHEAST OF A FIELD
 KZ0076'ROAD CROSSING, 30 FEET NORTHWEST OF THE NORTHWEST RAIL, 1/2
 KZ0076'FOOT SOUTHEAST OF A WIRE FENCE, 119 1/2 FEET NORTHEAST OF A
 KZ0076'FENCE CORNER, IN LINE WITH A EAST-WEST FENCE ACROSS THE TRACK,
 KZ0076'49 1/2 FEET NORTH OF THE CENTER OF CROSSING OF RAILROAD AND
 KZ0076'CENTER WIRE OF STEEL MAST HIGH POWER LINE, ABOUT LEVEL WITH
 KZ0076'THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 6
 KZ0076'INCHES.
 KZ0076
 KZ0076                          STATION RECOVERY (1971)
 KZ0076
 KZ0076'RECOVERY NOTE BY US POWER SQUADRON 1971 (ROS)
 KZ0076'RECOVERED IN GOOD CONDITION.
 KZ0076
 KZ0076                          STATION RECOVERY (1971)
 KZ0076
 KZ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1848 ***********************************************************************
 KY1848  DESIGNATION -  B 280
 KY1848  PID         -  KY1848
 KY1848  STATE/COUNTY-  OH/WAYNE
 KY1848  USGS QUAD   -  ORRVILLE (1994)
 KY1848
 KY1848                         *CURRENT SURVEY CONTROL
 KY1848  ___________________________________________________________________
 KY1848* NAD 83(1986)-  40 47 47.     (N)    081 45 54.     (W)     SCALED    
 KY1848* NAVD 88     -       324.382  (meters)    1064.24   (feet)  ADJUSTED  
 KY1848  ___________________________________________________________________
 KY1848  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KY1848  DYNAMIC HT  -         324.235 (meters)    1063.76  (feet)  COMP
 KY1848  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 KY1848
 KY1848  VERT ORDER  -  SECOND    CLASS 0
 KY1848
 KY1848.The horizontal coordinates were scaled from a topographic map and have
 KY1848.an estimated accuracy of +/- 6 seconds.
 KY1848
 KY1848.The orthometric height was determined by differential leveling
 KY1848.and adjusted by the National Geodetic Survey in June 1991..
 KY1848
 KY1848.The geoid height was determined by GEOID03.
 KY1848
 KY1848.The dynamic height is computed by dividing the NAVD 88
 KY1848.geopotential number by the normal gravity value computed on the
 KY1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1848.degrees latitude (g = 980.6199 gals.).
 KY1848
 KY1848.The modeled gravity was interpolated from observed gravity values.
 KY1848
 KY1848;                    North         East    Units  Estimated Accuracy
 KY1848;SPC OH N     -   125,710.      662,030.      MT  (+/- 180 meters Scaled)
 KY1848
 KY1848                          SUPERSEDED SURVEY CONTROL
 KY1848
 KY1848  NGVD 29 (??/??/92)  324.603  (m)         1064.97   (f) ADJ UNCH    2 0
 KY1848
 KY1848.Superseded values are not recommended for survey control.
 KY1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1848.See file dsdata.txt to determine how the superseded data were derived.
 KY1848
 KY1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF354164(NAD 83)
 KY1848_MARKER: DB = BENCH MARK DISK
 KY1848_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY1848_SP_SET: 16 FEET
 KY1848_STAMPING: B 280 1959
 KY1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1848
 KY1848  HISTORY     - Date     Condition        Report By
 KY1848  HISTORY     - 1959     MONUMENTED       CGS
 KY1848  HISTORY     - 1971     GOOD             OHDT
 KY1848  HISTORY     - 19870331 GOOD             OHDT
 KY1848
 KY1848                          STATION DESCRIPTION
 KY1848
 KY1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1848'AT RICELAND.
 KY1848'AT RICELAND, AT THE EAST JUNCTION OF STATE HIGHWAY 94 AND U.S.
 KY1848'HIGHWAY 30, AT THE JUNCTON OF A DRIVE LEADING SOUTH TO THE
 KY1848'CLUB HOUSE AT THE RICELAND COUNTY CLUB GOLF COURSE, 45 1/2 FEET
 KY1848'SOUTH OF THE CENTER LINE OF THE SOUTH LANE OF THE HIGHWAY
 KY1848'(U.S. HIGHWAY 30), 45 FEET EAST OF THE CENTER LINE OF THE
 KY1848'DRIVE, 69 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE
 KY1848'SOUTH LANE OF U.S. HIGHWAY 30 AND STATE HIGHWAY 94, 45 1/2 FEET
 KY1848'WEST OF THE FIRST TELEPHONE POLE EAST OF THE JUNCTION, 16 FEET
 KY1848'EAST OF A FENCE CORNER, 1 FOOT NORTH OF THE EAST-WEST FENCE LINE,
 KY1848'1 FOOT EAST OF A STEEL WITNESS POST, AND IS A DISK ON
 KY1848'COPPER-COATED STEEL ROD PROJECTING 1 INCH, AND PROTECTED BY A
 KY1848'6-INCH TILE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO A
 KY1848'DEPTH OF 16 FEET.
 KY1848
 KY1848                          STATION RECOVERY (1971)
 KY1848
 KY1848'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1848'RECOVERED IN GOOD CONDITION.
 KY1848
 KY1848                          STATION RECOVERY (1987)
 KY1848
 KY1848'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1669 ***********************************************************************
 KY1669  DESIGNATION -  B 281
 KY1669  PID         -  KY1669
 KY1669  STATE/COUNTY-  OH/STARK
 KY1669  USGS QUAD   -  MASSILLON (1994)
 KY1669
 KY1669                         *CURRENT SURVEY CONTROL
 KY1669  ___________________________________________________________________
 KY1669* NAD 83(1986)-  40 47 47.     (N)    081 31 16.     (W)     SCALED    
 KY1669* NAVD 88     -       289.630  (meters)     950.23   (feet)  ADJUSTED  
 KY1669  ___________________________________________________________________
 KY1669  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1669  DYNAMIC HT  -         289.497 (meters)     949.79  (feet)  COMP
 KY1669  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 KY1669
 KY1669  VERT ORDER  -  FIRST     CLASS I
 KY1669
 KY1669.The horizontal coordinates were scaled from a topographic map and have
 KY1669.an estimated accuracy of +/- 6 seconds.
 KY1669
 KY1669.The orthometric height was determined by differential leveling
 KY1669.and adjusted by the National Geodetic Survey in June 1991..
 KY1669
 KY1669.The geoid height was determined by GEOID03.
 KY1669
 KY1669.The dynamic height is computed by dividing the NAVD 88
 KY1669.geopotential number by the normal gravity value computed on the
 KY1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1669.degrees latitude (g = 980.6199 gals.).
 KY1669
 KY1669.The modeled gravity was interpolated from observed gravity values.
 KY1669
 KY1669;                    North         East    Units  Estimated Accuracy
 KY1669;SPC OH N     -   125,920.      682,610.      MT  (+/- 180 meters Scaled)
 KY1669
 KY1669                          SUPERSEDED SURVEY CONTROL
 KY1669
 KY1669  NGVD 29 (??/??/92)  289.820  (m)          950.85   (f) ADJ UNCH    1 1
 KY1669
 KY1669.Superseded values are not recommended for survey control.
 KY1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1669.See file dsdata.txt to determine how the superseded data were derived.
 KY1669
 KY1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF560162(NAD 83)
 KY1669_MARKER: DB = BENCH MARK DISK
 KY1669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1669_SP_SET: BUILDING
 KY1669_STAMPING: B 281 1959
 KY1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1669
 KY1669  HISTORY     - Date     Condition        Report By
 KY1669  HISTORY     - 1959     MONUMENTED       CGS
 KY1669  HISTORY     - 19930415 MARK NOT FOUND   OHDT
 KY1669
 KY1669                          STATION DESCRIPTION
 KY1669
 KY1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1669'AT MASSILLON.
 KY1669'AT MASSILLON, ALONG FIRST STREET SOUTHEAST, ABOUT 75 YARDS
 KY1669'SOUTHEAST OF CROSSING OF LINCOLNWAY (U.S. HIGHWAY 30), SET
 KY1669'VERTICALLY IN THE NORTHWEST FACE AT WEST CORNER OF THE CITY HALL,
 KY1669'2 1/2 FEET NORTHEAST OF WEST CORNER OF BUILDING, 87 FEET SOUTHEAST
 KY1669'OF SOUTHEAST CURB OF STREET, 2 1/2 FEET ABOVE GROUND.
 KY1669
 KY1669                          STATION RECOVERY (1993)
 KY1669
 KY1669'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY1669'-------REPORT BY ODOT---------YEAR 1993-------CONDITION - UNKNOWN
 KY1669' 
 KY1669'NOTE** BELIEVED TO HAVE BEEN DESTROYED WHEN NEW CITY MALL WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0885 ***********************************************************************
 KZ0885  DESIGNATION -  B 282
 KZ0885  PID         -  KZ0885
 KZ0885  STATE/COUNTY-  OH/MORROW
 KZ0885  USGS QUAD   -  MARENGO (1961)
 KZ0885
 KZ0885                         *CURRENT SURVEY CONTROL
 KZ0885  ___________________________________________________________________
 KZ0885* NAD 83(1986)-  40 27 49.     (N)    082 50 10.     (W)     SCALED    
 KZ0885* NAVD 88     -       321.904  (meters)    1056.11   (feet)  ADJUSTED  
 KZ0885  ___________________________________________________________________
 KZ0885  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ0885  DYNAMIC HT  -         321.737 (meters)    1055.57  (feet)  COMP
 KZ0885  MODELED GRAV-     980,097.7   (mgal)                       NAVD 88
 KZ0885
 KZ0885  VERT ORDER  -  SECOND    CLASS 0
 KZ0885
 KZ0885.The horizontal coordinates were scaled from a topographic map and have
 KZ0885.an estimated accuracy of +/- 6 seconds.
 KZ0885
 KZ0885.The orthometric height was determined by differential leveling
 KZ0885.and adjusted by the National Geodetic Survey in June 1991..
 KZ0885
 KZ0885.The geoid height was determined by GEOID03.
 KZ0885
 KZ0885.The dynamic height is computed by dividing the NAVD 88
 KZ0885.geopotential number by the normal gravity value computed on the
 KZ0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0885.degrees latitude (g = 980.6199 gals.).
 KZ0885
 KZ0885.The modeled gravity was interpolated from observed gravity values.
 KZ0885
 KZ0885;                    North         East    Units  Estimated Accuracy
 KZ0885;SPC OH N     -    88,550.      571,490.      MT  (+/- 180 meters Scaled)
 KZ0885
 KZ0885                          SUPERSEDED SURVEY CONTROL
 KZ0885
 KZ0885  NGVD 29 (??/??/92)  322.059  (m)         1056.62   (f) ADJ UNCH    2 0
 KZ0885
 KZ0885.Superseded values are not recommended for survey control.
 KZ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0885.See file dsdata.txt to determine how the superseded data were derived.
 KZ0885
 KZ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE443808(NAD 83)
 KZ0885_MARKER: DB = BENCH MARK DISK
 KZ0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0885_SP_SET: ABUTMENT
 KZ0885_STAMPING: B 282 1959
 KZ0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0885
 KZ0885  HISTORY     - Date     Condition        Report By
 KZ0885  HISTORY     - 1959     MONUMENTED       CGS
 KZ0885  HISTORY     - 20030728 MARK NOT FOUND   USPSQD
 KZ0885
 KZ0885                          STATION DESCRIPTION
 KZ0885
 KZ0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0885'0.4 MI W FROM FULTON.
 KZ0885'ABOUT 0.45 MILE WEST ALONG ROAD 25 FROM THE CROSSING OF THE
 KZ0885'NEW YORK CENTRAL RAILROAD AT FULTON, ABOUT 0.25 MILE WEST OF A RED
 KZ0885'BRICK SCHOOL NORTH OF THE ROAD AT FULTON, 0.25 MILE EAST OF THE
 KZ0885'INTERSECTION OF ROAD 24, 14 FEET NORTH OF THE CENTER LINE OF ROAD,
 KZ0885'IN TOP OF THE NORTHWEST CONCRETE WING WALL OF THE CONCRETE PORTION
 KZ0885'OF CONCRETE AND STONE ABUTMENT OF A 50-FOOT BRIDGE OVER ALUM CREEK,
 KZ0885'4 1/2 FEET NORTHWEST OF STEEL PART OF BRIDGE, AND ABOUT LEVEL
 KZ0885'WITH THE ROAD.
 KZ0885
 KZ0885                          STATION RECOVERY (2003)
 KZ0885
 KZ0885'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1291 ***********************************************************************
 KZ1291  DESIGNATION -  B 283
 KZ1291  PID         -  KZ1291
 KZ1291  STATE/COUNTY-  OH/MORROW
 KZ1291  USGS QUAD   -  SHAUCK (1961)
 KZ1291
 KZ1291                         *CURRENT SURVEY CONTROL
 KZ1291  ___________________________________________________________________
 KZ1291* NAD 83(1986)-  40 35 40.     (N)    082 43 44.     (W)     SCALED    
 KZ1291* NAVD 88     -       423.126  (meters)    1388.21   (feet)  ADJUSTED  
 KZ1291  ___________________________________________________________________
 KZ1291  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KZ1291  DYNAMIC HT  -         422.910 (meters)    1387.50  (feet)  COMP
 KZ1291  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 KZ1291
 KZ1291  VERT ORDER  -  SECOND    CLASS 0
 KZ1291
 KZ1291.The horizontal coordinates were scaled from a topographic map and have
 KZ1291.an estimated accuracy of +/- 6 seconds.
 KZ1291
 KZ1291.The orthometric height was determined by differential leveling
 KZ1291.and adjusted by the National Geodetic Survey in June 1991..
 KZ1291
 KZ1291.The geoid height was determined by GEOID03.
 KZ1291
 KZ1291.The dynamic height is computed by dividing the NAVD 88
 KZ1291.geopotential number by the normal gravity value computed on the
 KZ1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1291.degrees latitude (g = 980.6199 gals.).
 KZ1291
 KZ1291.The modeled gravity was interpolated from observed gravity values.
 KZ1291
 KZ1291;                    North         East    Units  Estimated Accuracy
 KZ1291;SPC OH N     -   103,050.      580,630.      MT  (+/- 180 meters Scaled)
 KZ1291
 KZ1291                          SUPERSEDED SURVEY CONTROL
 KZ1291
 KZ1291  NGVD 29 (??/??/92)  423.274  (m)         1388.69   (f) ADJ UNCH    2 0
 KZ1291
 KZ1291.Superseded values are not recommended for survey control.
 KZ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1291.See file dsdata.txt to determine how the superseded data were derived.
 KZ1291
 KZ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE537951(NAD 83)
 KZ1291_MARKER: DB = BENCH MARK DISK
 KZ1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1291_STAMPING: B 283 1959
 KZ1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1291+STABILITY: SURFACE MOTION
 KZ1291
 KZ1291  HISTORY     - Date     Condition        Report By
 KZ1291  HISTORY     - 1959     MONUMENTED       CGS
 KZ1291
 KZ1291                          STATION DESCRIPTION
 KZ1291
 KZ1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1291'1 MI N FROM WILLIAMSPORT.
 KZ1291'ABOUT 0.1 MILE NORTHEAST ALONG U.S. HIGHWAY 42 FROM THE CROSSROAD
 KZ1291'INTERSECTION OF STATE HIGHWAY 19 AND ROAD 22 AT WILLIAMSPORT,
 KZ1291'THENCE ABOUT 0.95 MILE NORTH ALONG ROAD 20, 0.55 MILE SOUTH OF THE
 KZ1291'INTERSECTION OF ROAD 97 LEADING EAST-WEST, 18 FEET WEST OF THE
 KZ1291'CENTER LINE OF ROAD 20, 1 FOOT EAST OF A WIRE FENCE, 47 FEET SOUTH
 KZ1291'OF A PROPERTY LINE FENCE CORNER, 3 FEET EAST OF POWER LINE POLE
 KZ1291'5-1-54, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN TOP
 KZ1291'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0954 ***********************************************************************
 KZ0954  DESIGNATION -  B 284
 KZ0954  PID         -  KZ0954
 KZ0954  STATE/COUNTY-  OH/MORROW
 KZ0954  USGS QUAD   -  MARENGO (1961)
 KZ0954
 KZ0954                         *CURRENT SURVEY CONTROL
 KZ0954  ___________________________________________________________________
 KZ0954* NAD 83(1986)-  40 26 36.     (N)    082 49 25.     (W)     SCALED    
 KZ0954* NAVD 88     -       336.899  (meters)    1105.31   (feet)  ADJUSTED  
 KZ0954  ___________________________________________________________________
 KZ0954  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ0954  DYNAMIC HT  -         336.724 (meters)    1104.74  (feet)  COMP
 KZ0954  MODELED GRAV-     980,095.0   (mgal)                       NAVD 88
 KZ0954
 KZ0954  VERT ORDER  -  SECOND    CLASS 0
 KZ0954
 KZ0954.The horizontal coordinates were scaled from a topographic map and have
 KZ0954.an estimated accuracy of +/- 6 seconds.
 KZ0954
 KZ0954.The orthometric height was determined by differential leveling
 KZ0954.and adjusted by the National Geodetic Survey in June 1991..
 KZ0954
 KZ0954.The geoid height was determined by GEOID03.
 KZ0954
 KZ0954.The dynamic height is computed by dividing the NAVD 88
 KZ0954.geopotential number by the normal gravity value computed on the
 KZ0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0954.degrees latitude (g = 980.6199 gals.).
 KZ0954
 KZ0954.The modeled gravity was interpolated from observed gravity values.
 KZ0954
 KZ0954;                    North         East    Units  Estimated Accuracy
 KZ0954;SPC OH N     -    86,300.      572,550.      MT  (+/- 180 meters Scaled)
 KZ0954
 KZ0954                          SUPERSEDED SURVEY CONTROL
 KZ0954
 KZ0954  NGVD 29 (??/??/92)  337.052  (m)         1105.81   (f) ADJ UNCH    2 0
 KZ0954
 KZ0954.Superseded values are not recommended for survey control.
 KZ0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0954.See file dsdata.txt to determine how the superseded data were derived.
 KZ0954
 KZ0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE453785(NAD 83)
 KZ0954_MARKER: DB = BENCH MARK DISK
 KZ0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0954_SP_SET: CULVERT
 KZ0954_STAMPING: B 284 1959
 KZ0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0954+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 KZ0954
 KZ0954  HISTORY     - Date     Condition        Report By
 KZ0954  HISTORY     - 1959     MONUMENTED       CGS
 KZ0954  HISTORY     - 20030728 GOOD             USPSQD
 KZ0954
 KZ0954                          STATION DESCRIPTION
 KZ0954
 KZ0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0954'1.4 MI S FROM FULTON.
 KZ0954'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE INTERSECTION
 KZ0954'OF ROAD 25 AT FULTON, 0.45 MILE SOUTH OF THE INTERSECTION OF
 KZ0954'NEW YORK CENTRAL RAILROAD, 0.75 MILE NORTH OF THE INTERSECTION OF
 KZ0954'ROAD 161, 17 FEET EAST OF THE CENTER LINE OF HIGHWAY, IN TOP OF
 KZ0954'THE EAST HEAD WALL OF A 7-FOOT CONCRETE CULVERT, 4.3 FEET NORTH
 KZ0954'OF THE SOUTH END OF HEAD WALL, AND ABOUT 1/2 FOOT ABOVE THE
 KZ0954'LEVEL OF THE HIGHWAY.
 KZ0954
 KZ0954                          STATION RECOVERY (2003)
 KZ0954
 KZ0954'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0919 ***********************************************************************
 KZ0919  DESIGNATION -  B 285
 KZ0919  PID         -  KZ0919
 KZ0919  STATE/COUNTY-  OH/KNOX
 KZ0919  USGS QUAD   -  CHESTERVILLE (1961)
 KZ0919
 KZ0919                         *CURRENT SURVEY CONTROL
 KZ0919  ___________________________________________________________________
 KZ0919* NAD 83(1986)-  40 26 19.     (N)    082 37 36.     (W)     SCALED    
 KZ0919* NAVD 88     -       347.330  (meters)    1139.53   (feet)  ADJUSTED  
 KZ0919  ___________________________________________________________________
 KZ0919  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KZ0919  DYNAMIC HT  -         347.148 (meters)    1138.93  (feet)  COMP
 KZ0919  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 KZ0919
 KZ0919  VERT ORDER  -  SECOND    CLASS 0
 KZ0919
 KZ0919.The horizontal coordinates were scaled from a topographic map and have
 KZ0919.an estimated accuracy of +/- 6 seconds.
 KZ0919
 KZ0919.The orthometric height was determined by differential leveling
 KZ0919.and adjusted by the National Geodetic Survey in June 1991..
 KZ0919
 KZ0919.The geoid height was determined by GEOID03.
 KZ0919
 KZ0919.The dynamic height is computed by dividing the NAVD 88
 KZ0919.geopotential number by the normal gravity value computed on the
 KZ0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0919.degrees latitude (g = 980.6199 gals.).
 KZ0919
 KZ0919.The modeled gravity was interpolated from observed gravity values.
 KZ0919
 KZ0919;                    North         East    Units  Estimated Accuracy
 KZ0919;SPC OH N     -    85,730.      589,250.      MT  (+/- 180 meters Scaled)
 KZ0919
 KZ0919                          SUPERSEDED SURVEY CONTROL
 KZ0919
 KZ0919  NGVD 29 (??/??/92)  347.479  (m)         1140.02   (f) ADJ UNCH    2 0
 KZ0919
 KZ0919.Superseded values are not recommended for survey control.
 KZ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0919.See file dsdata.txt to determine how the superseded data were derived.
 KZ0919
 KZ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE620777(NAD 83)
 KZ0919_MARKER: DB = BENCH MARK DISK
 KZ0919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0919_SP_SET: CULVERT
 KZ0919_STAMPING: D 285 1959
 KZ0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0919
 KZ0919  HISTORY     - Date     Condition        Report By
 KZ0919  HISTORY     - 1959     MONUMENTED       CGS
 KZ0919  HISTORY     - 1967     GOOD             NGS
 KZ0919
 KZ0919                          STATION DESCRIPTION
 KZ0919
 KZ0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0919'5.8 MI SW FROM FREDERICKTOWN.
 KZ0919'ABOUT 0.15 MILES SOUTH ALONG STATE HIGHWAY 13 (MAIN STREET)
 KZ0919'FROM THE MUNICIPAL BUILDING AT FREDERICKTOWN, THENCE ABOUT
 KZ0919'5.6 MILES SOUTHWEST ALONG KNOX COUNTY ROAD 11, 2.0 MILES
 KZ0919'WEST OF THE JUNCTION OF ROAD 1 LEADING SOUTH, 1.2 MILES WEST
 KZ0919'OF A BRIDGE OVER MILL CREEK, 0.1 MILE EAST OF THE JUNCTION OF
 KZ0919'A ROAD LEADING NORTH, 13 FEET NORTH-NORTHWEST OF THE CENTER LINE
 KZ0919'OF ROAD 11, IN TOP OF THE WEST END OF THE NORTH HEAD WALL OF A
 KZ0919'3-FOOT CONCRETE CULVERT, AND ABOUT LEVEL WITH ROAD 11.
 KZ0919
 KZ0919                          STATION RECOVERY (1967)
 KZ0919
 KZ0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1309 ***********************************************************************
 KZ1309  DESIGNATION -  B 286
 KZ1309  PID         -  KZ1309
 KZ1309  STATE/COUNTY-  OH/KNOX
 KZ1309  USGS QUAD   -  BELLVILLE (1974)
 KZ1309
 KZ1309                         *CURRENT SURVEY CONTROL
 KZ1309  ___________________________________________________________________
 KZ1309* NAD 83(1986)-  40 32 25.     (N)    082 36 52.     (W)     SCALED    
 KZ1309* NAVD 88     -       354.842  (meters)    1164.18   (feet)  ADJUSTED  
 KZ1309  ___________________________________________________________________
 KZ1309  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KZ1309  DYNAMIC HT  -         354.659 (meters)    1163.58  (feet)  COMP
 KZ1309  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 KZ1309
 KZ1309  VERT ORDER  -  SECOND    CLASS 0
 KZ1309
 KZ1309.The horizontal coordinates were scaled from a topographic map and have
 KZ1309.an estimated accuracy of +/- 6 seconds.
 KZ1309
 KZ1309.The orthometric height was determined by differential leveling
 KZ1309.and adjusted by the National Geodetic Survey in June 1991..
 KZ1309
 KZ1309.The geoid height was determined by GEOID03.
 KZ1309
 KZ1309.The dynamic height is computed by dividing the NAVD 88
 KZ1309.geopotential number by the normal gravity value computed on the
 KZ1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1309.degrees latitude (g = 980.6199 gals.).
 KZ1309
 KZ1309.The modeled gravity was interpolated from observed gravity values.
 KZ1309
 KZ1309;                    North         East    Units  Estimated Accuracy
 KZ1309;SPC OH N     -    97,020.      590,310.      MT  (+/- 180 meters Scaled)
 KZ1309
 KZ1309                          SUPERSEDED SURVEY CONTROL
 KZ1309
 KZ1309  NGVD 29 (??/??/92)  355.001  (m)         1164.70   (f) ADJ UNCH    2 0
 KZ1309
 KZ1309.Superseded values are not recommended for survey control.
 KZ1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1309.See file dsdata.txt to determine how the superseded data were derived.
 KZ1309
 KZ1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE632889(NAD 83)
 KZ1309_MARKER: DB = BENCH MARK DISK
 KZ1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1309_STAMPING: B 286 1959
 KZ1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1309+STABILITY: SURFACE MOTION
 KZ1309
 KZ1309  HISTORY     - Date     Condition        Report By
 KZ1309  HISTORY     - 1959     MONUMENTED       CGS
 KZ1309
 KZ1309                          STATION DESCRIPTION
 KZ1309
 KZ1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1309'0.6 MI SE FROM WATERFORD.
 KZ1309'ABOUT 0.55 MILE SOUTHEAST ALONG KNOX COUNTY ROAD 6 FROM THE
 KZ1309'METHODIST CHURCH AT WATERFORD, ABOUT 1.3 MILES NORTHWEST ALONG
 KZ1309'ROAD 6 FROM THE METHODIST CHURCH AT BATEMANTOWN, AT THE Y JUNCTION
 KZ1309'OF A NARROW GRAVELED ROAD LEADING SOUTH, 28 FEET SOUTHWEST OF
 KZ1309'THE CENTER LINE OF ROAD 6, 19 1/2 FEET WEST OF THE CENTER LINE
 KZ1309'OF GRAVEL ROAD, 1 1/2 FEET EAST OF A WIRE FENCE, 9 FEET SOUTH
 KZ1309'OF A FENCE CORNER, 63 FEET SOUTH OF AND ACROSS THE COUNTY ROAD
 KZ1309'FROM POWER LINE POLE 101-EF-1, 48 FEET NORTHWEST OF AND
 KZ1309'ACROSS THE GRAVEL ROAD FROM A TELEPHONE POLE, 52 1/2 FEET SOUTH
 KZ1309'OF AND ACROSS THE COUNTY ROAD FROM PROPERTY LINE FENCE CORNER
 KZ1309'IN RIGHT-OF-WAY FENCE, 2.3 FEET SOUTH OF A STEEL WITNESS POST,
 KZ1309'ABOUT 1 FOOT ABOVE THE LEVEL OF ROAD 6, AND SET IN TOP OF A
 KZ1309'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1762 ***********************************************************************
 KY1762  DESIGNATION -  B 287
 KY1762  PID         -  KY1762
 KY1762  STATE/COUNTY-  OH/HOLMES
 KY1762  USGS QUAD   -  BERLIN (1994)
 KY1762
 KY1762                         *CURRENT SURVEY CONTROL
 KY1762  ___________________________________________________________________
 KY1762* NAD 83(1986)-  40 35 11.     (N)    081 45 59.     (W)     SCALED    
 KY1762* NAVD 88     -       395.583  (meters)    1297.84   (feet)  ADJUSTED  
 KY1762  ___________________________________________________________________
 KY1762  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KY1762  DYNAMIC HT  -         395.391 (meters)    1297.21  (feet)  COMP
 KY1762  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 KY1762
 KY1762  VERT ORDER  -  SECOND    CLASS 0
 KY1762
 KY1762.The horizontal coordinates were scaled from a topographic map and have
 KY1762.an estimated accuracy of +/- 6 seconds.
 KY1762
 KY1762.The orthometric height was determined by differential leveling
 KY1762.and adjusted by the National Geodetic Survey in June 1991..
 KY1762
 KY1762.The geoid height was determined by GEOID03.
 KY1762
 KY1762.The dynamic height is computed by dividing the NAVD 88
 KY1762.geopotential number by the normal gravity value computed on the
 KY1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1762.degrees latitude (g = 980.6199 gals.).
 KY1762
 KY1762.The modeled gravity was interpolated from observed gravity values.
 KY1762
 KY1762;                    North         East    Units  Estimated Accuracy
 KY1762;SPC OH N     -   102,390.      662,100.      MT  (+/- 180 meters Scaled)
 KY1762
 KY1762                          SUPERSEDED SURVEY CONTROL
 KY1762
 KY1762  NGVD 29 (??/??/92)  395.785  (m)         1298.50   (f) ADJ UNCH    2 0
 KY1762
 KY1762.Superseded values are not recommended for survey control.
 KY1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1762.See file dsdata.txt to determine how the superseded data were derived.
 KY1762
 KY1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME351931(NAD 83)
 KY1762_MARKER: DB = BENCH MARK DISK
 KY1762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1762_SP_SET: CULVERT
 KY1762_STAMPING: B 287 1959
 KY1762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1762
 KY1762  HISTORY     - Date     Condition        Report By
 KY1762  HISTORY     - 1959     MONUMENTED       CGS
 KY1762
 KY1762                          STATION DESCRIPTION
 KY1762
 KY1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1762'2.3 MI NE FROM BERLIN.
 KY1762'ABOUT 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 62 FROM THE JUNCTION
 KY1762'OF STATE HIGHWAY 39 AT BERLIN, AT THE INTERSECTION OF ROAD 159
 KY1762'LEADING EAST-WEST, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KY1762'HIGHWAY, 25 FEET NORTH OF THE CENTER LINE OF ROAD 159, IN TOP AND
 KY1762'CENTER PART OF AN ANGLE SHAPED CONCRETE HEAD WALL FOR A PIPE
 KY1762'CULVERT UNDER ROAD 159, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0962 ***********************************************************************
 KY0962  DESIGNATION -  B 288
 KY0962  PID         -  KY0962
 KY0962  STATE/COUNTY-  OH/WAYNE
 KY0962  USGS QUAD   -  RITTMAN (1994)
 KY0962
 KY0962                         *CURRENT SURVEY CONTROL
 KY0962  ___________________________________________________________________
 KY0962* NAD 83(1986)-  40 54 06.     (N)    081 50 05.     (W)     SCALED    
 KY0962* NAVD 88     -       333.954  (meters)    1095.65   (feet)  ADJUSTED  
 KY0962  ___________________________________________________________________
 KY0962  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KY0962  DYNAMIC HT  -         333.805 (meters)    1095.16  (feet)  COMP
 KY0962  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 KY0962
 KY0962  VERT ORDER  -  SECOND    CLASS 0
 KY0962
 KY0962.The horizontal coordinates were scaled from a topographic map and have
 KY0962.an estimated accuracy of +/- 6 seconds.
 KY0962
 KY0962.The orthometric height was determined by differential leveling
 KY0962.and adjusted by the National Geodetic Survey in June 1991..
 KY0962
 KY0962.The geoid height was determined by GEOID03.
 KY0962
 KY0962.The dynamic height is computed by dividing the NAVD 88
 KY0962.geopotential number by the normal gravity value computed on the
 KY0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0962.degrees latitude (g = 980.6199 gals.).
 KY0962
 KY0962.The modeled gravity was interpolated from observed gravity values.
 KY0962
 KY0962;                    North         East    Units  Estimated Accuracy
 KY0962;SPC OH N     -   137,360.      656,050.      MT  (+/- 180 meters Scaled)
 KY0962
 KY0962                          SUPERSEDED SURVEY CONTROL
 KY0962
 KY0962  NGVD 29 (??/??/92)  334.180  (m)         1096.39   (f) ADJ UNCH    2 0
 KY0962
 KY0962.Superseded values are not recommended for survey control.
 KY0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0962.See file dsdata.txt to determine how the superseded data were derived.
 KY0962
 KY0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF296281(NAD 83)
 KY0962_MARKER: DB = BENCH MARK DISK
 KY0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0962_SP_SET: CULVERT
 KY0962_STAMPING: B 288 1959
 KY0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0962
 KY0962  HISTORY     - Date     Condition        Report By
 KY0962  HISTORY     - 1959     MONUMENTED       CGS
 KY0962
 KY0962                          STATION DESCRIPTION
 KY0962
 KY0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY0962'5.4 MI W FROM MARSHALLVILLE.
 KY0962'ABOUT 5.45 MILES WEST ALONG COUNTY ROAD 27 FROM THE INTERSECTION
 KY0962'OF STATE HIGHWAY 548 AT MARSHALLVILLE, 0.3 MILE EAST OF THE
 KY0962'JUNCTION OF ROAD 44 LEADING SOUTH, 0.25 MILE EAST OF THE JUNCTION
 KY0962'OF ROAD 44 LEADING NORTH, 0.75 MILE WEST OF THE JUNCTION OF
 KY0962'ROAD 216 LEADING SOUTH AND A BRIDGE OVER LITTLE CHIPPEWA CREEK,
 KY0962'17 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN TOP OF THE
 KY0962'EAST END OF THE SOUTH HEAD WALL OF A 5-FOOT CONCRETE CULVERT,
 KY0962'AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1796 ***********************************************************************
 KY1796  DESIGNATION -  B 289
 KY1796  PID         -  KY1796
 KY1796  STATE/COUNTY-  OH/WAYNE
 KY1796  USGS QUAD   -  CRESTON (1994)
 KY1796
 KY1796                         *CURRENT SURVEY CONTROL
 KY1796  ___________________________________________________________________
 KY1796* NAD 83(1986)-  40 57 30.     (N)    081 53 58.     (W)     SCALED    
 KY1796* NAVD 88     -       317.337  (meters)    1041.13   (feet)  ADJUSTED  
 KY1796  ___________________________________________________________________
 KY1796  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KY1796  DYNAMIC HT  -         317.196 (meters)    1040.67  (feet)  COMP
 KY1796  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 KY1796
 KY1796  VERT ORDER  -  SECOND    CLASS 0
 KY1796
 KY1796.The horizontal coordinates were scaled from a topographic map and have
 KY1796.an estimated accuracy of +/- 6 seconds.
 KY1796
 KY1796.The orthometric height was determined by differential leveling
 KY1796.and adjusted by the National Geodetic Survey in June 1991..
 KY1796
 KY1796.The geoid height was determined by GEOID03.
 KY1796
 KY1796.The dynamic height is computed by dividing the NAVD 88
 KY1796.geopotential number by the normal gravity value computed on the
 KY1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1796.degrees latitude (g = 980.6199 gals.).
 KY1796
 KY1796.The modeled gravity was interpolated from observed gravity values.
 KY1796
 KY1796;                    North         East    Units  Estimated Accuracy
 KY1796;SPC OH N     -   143,610.      650,560.      MT  (+/- 180 meters Scaled)
 KY1796
 KY1796                          SUPERSEDED SURVEY CONTROL
 KY1796
 KY1796  NGVD 29 (??/??/92)  317.546  (m)         1041.82   (f) ADJ UNCH    2 0
 KY1796
 KY1796.Superseded values are not recommended for survey control.
 KY1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1796.See file dsdata.txt to determine how the superseded data were derived.
 KY1796
 KY1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF243345(NAD 83)
 KY1796_MARKER: DB = BENCH MARK DISK
 KY1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1796_STAMPING: B 289 1959
 KY1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1796+STABILITY: SURFACE MOTION
 KY1796
 KY1796  HISTORY     - Date     Condition        Report By
 KY1796  HISTORY     - 1959     MONUMENTED       CGS
 KY1796  HISTORY     - 1971     GOOD             OHDT
 KY1796
 KY1796                          STATION DESCRIPTION
 KY1796
 KY1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1796'1.8 MI SW FROM CRESTON.
 KY1796'ABOUT 1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE POST
 KY1796'OFFICE AT CRESTON, 0.1 MILE SOUTH OF THE INTERSECTION OF ROAD
 KY1796'504 AT JACKSON, 29 FEET WEST OF THE CENTER LINE OF HIGHWAY, 190 1/2
 KY1796'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF BRICK JACKSON
 KY1796'PRESBYTERIAN CHURCH, 68 FEET NORTHEAST OF THE NORTHEAST CORNER
 KY1796'OF NORTH BRICK POST OF CEMETERY ENTRANCE, 2 1/2 FEET EAST OF A
 KY1796'CABLE LINE POLE, 28 FEET EAST OF THE NORTHEAST CORNER POST OF
 KY1796'CEMETERY AND IN LINE WITH THE HEDGE ALONG THE NORTH SIDE OF
 KY1796'CEMETERY, 16 FEET EAST OF A 24-INCH CHERRY TREE, ABOUT LEVEL WITH
 KY1796'THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KY1796
 KY1796                          STATION RECOVERY (1971)
 KY1796
 KY1796'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0820 ***********************************************************************
 KZ0820  DESIGNATION -  B 29
 KZ0820  PID         -  KZ0820
 KZ0820  STATE/COUNTY-  OH/DELAWARE
 KZ0820  USGS QUAD   -  SUNBURY (1981)
 KZ0820
 KZ0820                         *CURRENT SURVEY CONTROL
 KZ0820  ___________________________________________________________________
 KZ0820* NAD 83(1986)-  40 14 33.     (N)    082 51 09.     (W)     SCALED    
 KZ0820* NAVD 88     -       302.576  (meters)     992.70   (feet)  ADJUSTED  
 KZ0820  ___________________________________________________________________
 KZ0820  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0820  DYNAMIC HT  -         302.413 (meters)     992.17  (feet)  COMP
 KZ0820  MODELED GRAV-     980,078.4   (mgal)                       NAVD 88
 KZ0820
 KZ0820  VERT ORDER  -  SECOND    CLASS 0
 KZ0820
 KZ0820.The horizontal coordinates were scaled from a topographic map and have
 KZ0820.an estimated accuracy of +/- 6 seconds.
 KZ0820
 KZ0820.The orthometric height was determined by differential leveling
 KZ0820.and adjusted by the National Geodetic Survey in June 1991..
 KZ0820.WARNING-Repeat measurements at this control monument indicate possible
 KZ0820.vertical movement.
 KZ0820
 KZ0820.The geoid height was determined by GEOID03.
 KZ0820
 KZ0820.The dynamic height is computed by dividing the NAVD 88
 KZ0820.geopotential number by the normal gravity value computed on the
 KZ0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0820.degrees latitude (g = 980.6199 gals.).
 KZ0820
 KZ0820.The modeled gravity was interpolated from observed gravity values.
 KZ0820
 KZ0820;                    North         East    Units  Estimated Accuracy
 KZ0820;SPC OH N     -    64,010.      570,000.      MT  (+/- 180 meters Scaled)
 KZ0820
 KZ0820                          SUPERSEDED SURVEY CONTROL
 KZ0820
 KZ0820  NGVD 29 (??/??/92)  302.725  (m)          993.19   (f) ADJ UNCH    2 0
 KZ0820
 KZ0820.Superseded values are not recommended for survey control.
 KZ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0820.See file dsdata.txt to determine how the superseded data were derived.
 KZ0820
 KZ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE424563(NAD 83)
 KZ0820_MARKER: DB = BENCH MARK DISK
 KZ0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0820_STAMPING: B 29 1934
 KZ0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0820+STABILITY: SURFACE MOTION
 KZ0820
 KZ0820  HISTORY     - Date     Condition        Report By
 KZ0820  HISTORY     - 1934     MONUMENTED       CGS
 KZ0820  HISTORY     - 1959     GOOD             NGS
 KZ0820
 KZ0820                          STATION DESCRIPTION
 KZ0820
 KZ0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0820'AT SUNBURY.
 KZ0820'AT SUNBURY, ABOUT 0.5 MILE NORTHEAST ALONG THE PENNSYLVANIA
 KZ0820'RAILROAD FROM THE STATION, AT THE CROSSING OF CHERRY STREET,
 KZ0820'27 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 44 FEET SOUTH OF THE
 KZ0820'CENTER LINE OF STREET, 2.6 FEET NORTHWEST OF A WIRE FENCE, 27 FEET
 KZ0820'SOUTHWEST OF THE NORTHEAST END OF FENCE (STEEL PIPE FENCE POST),
 KZ0820'18 1/2 FEET NORTHEAST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE
 KZ0820'RAIL, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0006 ***********************************************************************
 LA0006  DESIGNATION -  B 293
 LA0006  PID         -  LA0006
 LA0006  STATE/COUNTY-  OH/ALLEN
 LA0006  USGS QUAD   -  LIMA (1983)
 LA0006
 LA0006                         *CURRENT SURVEY CONTROL
 LA0006  ___________________________________________________________________
 LA0006* NAD 83(1986)-  40 43 14.     (N)    084 02 48.     (W)     SCALED    
 LA0006* NAVD 88     -       283.767  (meters)     930.99   (feet)  ADJUSTED  
 LA0006  ___________________________________________________________________
 LA0006  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 LA0006  DYNAMIC HT  -         283.626 (meters)     930.53  (feet)  COMP
 LA0006  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 LA0006
 LA0006  VERT ORDER  -  SECOND    CLASS 0
 LA0006
 LA0006.The horizontal coordinates were scaled from a topographic map and have
 LA0006.an estimated accuracy of +/- 6 seconds.
 LA0006
 LA0006.The orthometric height was determined by differential leveling
 LA0006.and adjusted by the National Geodetic Survey in June 1991..
 LA0006
 LA0006.The geoid height was determined by GEOID03.
 LA0006
 LA0006.The dynamic height is computed by dividing the NAVD 88
 LA0006.geopotential number by the normal gravity value computed on the
 LA0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0006.degrees latitude (g = 980.6199 gals.).
 LA0006
 LA0006.The modeled gravity was interpolated from observed gravity values.
 LA0006
 LA0006;                    North         East    Units  Estimated Accuracy
 LA0006;SPC OH N     -   118,190.      469,340.      MT  (+/- 180 meters Scaled)
 LA0006
 LA0006                          SUPERSEDED SURVEY CONTROL
 LA0006
 LA0006  NGVD 29 (??/??/92)  283.940  (m)          931.56   (f) ADJ UNCH    2 0
 LA0006
 LA0006.Superseded values are not recommended for survey control.
 LA0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0006.See file dsdata.txt to determine how the superseded data were derived.
 LA0006
 LA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL494119(NAD 83)
 LA0006_MARKER: DB = BENCH MARK DISK
 LA0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0006_STAMPING: B 293 1960
 LA0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0006+STABILITY: SURFACE MOTION
 LA0006
 LA0006  HISTORY     - Date     Condition        Report By
 LA0006  HISTORY     - 1960     MONUMENTED       CGS
 LA0006  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LA0006
 LA0006                          STATION DESCRIPTION
 LA0006
 LA0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LA0006'3.2 MI E FROM LIMA.
 LA0006'ABOUT 3.15 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION
 LA0006'AT LIMA, 0.1 MILE (180 YARDS) EAST OF MILEPOST M 49, 34 FEET
 LA0006'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 3 1/2 FEET EAST OF A
 LA0006'TELEPHONE POLE, 25 1/2 FEET NORTH-NORTHWEST OF A WHISTLE POST,
 LA0006'160 YARDS WEST OF THE CENTER OF INTERSECTION OF HIGHWAY 117 OVER
 LA0006'NORTH TRACK, 42 FEET EAST-SOUTHEAST OF A RIGHT-OF-WAY MARKER
 LA0006'POST PROJECTING 5 FEET, AND SET IN TOP OF A CONCRETE POST PROJECTING
 LA0006'3 INCHES.
 LA0006
 LA0006                          STATION RECOVERY (1987)
 LA0006
 LA0006'RECOVERY NOTE BY US POWER SQUADRON 1987 (PMB)
 LA0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0612 ***********************************************************************
 KZ0612  DESIGNATION -  B 294
 KZ0612  PID         -  KZ0612
 KZ0612  STATE/COUNTY-  OH/HARDIN
 KZ0612  USGS QUAD   -  FORAKER (1984)
 KZ0612
 KZ0612                         *CURRENT SURVEY CONTROL
 KZ0612  ___________________________________________________________________
 KZ0612* NAD 83(1986)-  40 38 52.     (N)    083 37 38.     (W)     SCALED    
 KZ0612* NAVD 88     -       294.179  (meters)     965.15   (feet)  ADJUSTED  
 KZ0612  ___________________________________________________________________
 KZ0612  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 KZ0612  DYNAMIC HT  -         294.025 (meters)     964.65  (feet)  COMP
 KZ0612  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 KZ0612
 KZ0612  VERT ORDER  -  SECOND    CLASS 0
 KZ0612
 KZ0612.This mark is at Hardin County Airport (I95)
 KZ0612
 KZ0612.The horizontal coordinates were scaled from a topographic map and have
 KZ0612.an estimated accuracy of +/- 6 seconds.
 KZ0612
 KZ0612.The orthometric height was determined by differential leveling
 KZ0612.and adjusted by the National Geodetic Survey in June 1991..
 KZ0612
 KZ0612.The geoid height was determined by GEOID03.
 KZ0612
 KZ0612.The dynamic height is computed by dividing the NAVD 88
 KZ0612.geopotential number by the normal gravity value computed on the
 KZ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0612.degrees latitude (g = 980.6199 gals.).
 KZ0612
 KZ0612.The modeled gravity was interpolated from observed gravity values.
 KZ0612
 KZ0612;                    North         East    Units  Estimated Accuracy
 KZ0612;SPC OH N     -   109,570.      504,660.      MT  (+/- 180 meters Scaled)
 KZ0612
 KZ0612                          SUPERSEDED SURVEY CONTROL
 KZ0612
 KZ0612  NGVD 29 (??/??/92)  294.350  (m)          965.71   (f) ADJ UNCH    2 0
 KZ0612
 KZ0612.Superseded values are not recommended for survey control.
 KZ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0612.See file dsdata.txt to determine how the superseded data were derived.
 KZ0612
 KZ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF778029(NAD 83)
 KZ0612_MARKER: DB = BENCH MARK DISK
 KZ0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0612_STAMPING: B 294 1960
 KZ0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0612+STABILITY: SURFACE MOTION
 KZ0612
 KZ0612  HISTORY     - Date     Condition        Report By
 KZ0612  HISTORY     - 1960     MONUMENTED       CGS
 KZ0612
 KZ0612                          STATION DESCRIPTION
 KZ0612
 KZ0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0612'2.2 MI NW FROM KENTON.
 KZ0612'ABOUT 1.7 MILES NORTHWEST ALONG THE ERIE RAILROAD FROM THE
 KZ0612'STATION AT KENTON, THENCE ABOUT 0.5 MILE EAST-NORTHEAST AND
 KZ0612'EAST ALONG BLACK TOP ROAD 130, AT THE SOUTHEAST CORNER OF HARDIN
 KZ0612'AIRPORT, AT THE CROSSING OF ROAD 130 AND TOLEDO AND OHIO CENTRAL
 KZ0612'RAILROAD, 48 FEET NORTH OF THE CENTER LINE OF ROAD, 47 FEET
 KZ0612'SOUTHWEST OF THE SOUTHWEST RAIL AND ON THE OUTSIDE OF A CURVE,
 KZ0612'23 FEET NORTH OF POWER LINE POLE 981-69, 1 FOOT SOUTHWEST OF A
 KZ0612'WIRE FENCE, 37 FEET NORTHEAST OF A 24-INCH ASH TREE, 2 FEET
 KZ0612'NORTHWEST OF A STEEL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL
 KZ0612'OF THE TRACK, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 KZ0612'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS
 KZ0612'MARK CAN BE REACHED BY GOING ABOUT 0.2 MILE WEST ALONG FRANKLIN
 KZ0612'STREET (HIGHWAY 30) FROM THE POST OFFICE AT KENTON, THENCE ABOUT
 KZ0612'0.7 MILE WEST ALONG BLACK TOP ROAD 130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1443 ***********************************************************************
 KZ1443  DESIGNATION -  B 295
 KZ1443  PID         -  KZ1443
 KZ1443  STATE/COUNTY-  OH/MARION
 KZ1443  USGS QUAD   -  MARION WEST (1973)
 KZ1443
 KZ1443                         *CURRENT SURVEY CONTROL
 KZ1443  ___________________________________________________________________
 KZ1443* NAD 83(1986)-  40 35 23.     (N)    083 08 14.     (W)     SCALED    
 KZ1443* NAVD 88     -       291.849  (meters)     957.51   (feet)  ADJUSTED  
 KZ1443  ___________________________________________________________________
 KZ1443  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 KZ1443  DYNAMIC HT  -         291.702 (meters)     957.03  (feet)  COMP
 KZ1443  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 KZ1443
 KZ1443  VERT ORDER  -  SECOND    CLASS 0
 KZ1443
 KZ1443.The horizontal coordinates were scaled from a topographic map and have
 KZ1443.an estimated accuracy of +/- 6 seconds.
 KZ1443
 KZ1443.The orthometric height was determined by differential leveling
 KZ1443.and adjusted by the National Geodetic Survey in June 1991..
 KZ1443
 KZ1443.The geoid height was determined by GEOID03.
 KZ1443
 KZ1443.The dynamic height is computed by dividing the NAVD 88
 KZ1443.geopotential number by the normal gravity value computed on the
 KZ1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1443.degrees latitude (g = 980.6199 gals.).
 KZ1443
 KZ1443.The modeled gravity was interpolated from observed gravity values.
 KZ1443
 KZ1443;                    North         East    Units  Estimated Accuracy
 KZ1443;SPC OH N     -   102,700.      546,060.      MT  (+/- 180 meters Scaled)
 KZ1443
 KZ1443                          SUPERSEDED SURVEY CONTROL
 KZ1443
 KZ1443  NGVD 29 (??/??/92)  291.981  (m)          957.94   (f) ADJ UNCH    2 0
 KZ1443
 KZ1443.Superseded values are not recommended for survey control.
 KZ1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1443.See file dsdata.txt to determine how the superseded data were derived.
 KZ1443
 KZ1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE191954(NAD 83)
 KZ1443_MARKER: DB = BENCH MARK DISK
 KZ1443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1443_SP_SET: ABUTMENT OF OVERPASS
 KZ1443_STAMPING: B 295 1960
 KZ1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1443
 KZ1443  HISTORY     - Date     Condition        Report By
 KZ1443  HISTORY     - 1960     MONUMENTED       CGS
 KZ1443
 KZ1443                          STATION DESCRIPTION
 KZ1443
 KZ1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ1443'AT MARION.
 KZ1443'AT MARION, ABOUT 0.2 MILE EAST ALONG THE ERIE RAILROAD FROM
 KZ1443'THE STATION, 12 FEET SOUTH OF THE SOUTH RAIL OF THE CLEVELAND,
 KZ1443'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY TRACK, 0.15 MILE
 KZ1443'EAST OF MILEPOST 305, IN TOP OF THE FIRST STEP DOWN OF THE
 KZ1443'SOUTH END OF THE EAST CONCRETE AND STONE ABUTMENT OF OVERPASS
 KZ1443'NO. 304 84 OVER LEADER STREET, ABOUT 2 FEET BELOW THE LEVEL OF
 KZ1443'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0026 ***********************************************************************
 KZ0026  DESIGNATION -  B 30
 KZ0026  PID         -  KZ0026
 KZ0026  STATE/COUNTY-  OH/RICHLAND
 KZ0026  USGS QUAD   -  PAVONIA (1984)
 KZ0026
 KZ0026                         *CURRENT SURVEY CONTROL
 KZ0026  ___________________________________________________________________
 KZ0026* NAD 83(1986)-  40 46 44.     (N)    082 29 06.     (W)     SCALED    
 KZ0026* NAVD 88     -       349.278  (meters)    1145.92   (feet)  POSTED    
 KZ0026  ___________________________________________________________________
 KZ0026  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KZ0026  DYNAMIC HT  -         349.110 (meters)    1145.37  (feet)  COMP
 KZ0026  MODELED GRAV-     980,131.6   (mgal)                       NAVD 88
 KZ0026
 KZ0026  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KZ0026
 KZ0026.The horizontal coordinates were scaled from a topographic map and have
 KZ0026.an estimated accuracy of +/- 6 seconds.
 KZ0026
 KZ0026.The orthometric height was determined by differential leveling
 KZ0026.and adjusted by the National Geodetic Survey in 1992..
 KZ0026.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KZ0026.rate of 1.1 thru 2.0 mm/km.
 KZ0026
 KZ0026.The geoid height was determined by GEOID03.
 KZ0026
 KZ0026.The dynamic height is computed by dividing the NAVD 88
 KZ0026.geopotential number by the normal gravity value computed on the
 KZ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0026.degrees latitude (g = 980.6199 gals.).
 KZ0026
 KZ0026.The modeled gravity was interpolated from observed gravity values.
 KZ0026
 KZ0026;                    North         East    Units  Estimated Accuracy
 KZ0026;SPC OH N     -   123,510.      601,270.      MT  (+/- 180 meters Scaled)
 KZ0026
 KZ0026                          SUPERSEDED SURVEY CONTROL
 KZ0026
 KZ0026  NGVD 29 (??/??/92)  349.44   (m)         1146.5    (f) COMPUTED    2 0
 KZ0026
 KZ0026.Superseded values are not recommended for survey control.
 KZ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0026.See file dsdata.txt to determine how the superseded data were derived.
 KZ0026
 KZ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF746152(NAD 83)
 KZ0026_MARKER: DB = BENCH MARK DISK
 KZ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0026_STAMPING: B 30 1934
 KZ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0026+STABILITY: SURFACE MOTION
 KZ0026
 KZ0026  HISTORY     - Date     Condition        Report By
 KZ0026  HISTORY     - 1934     MONUMENTED       CGS
 KZ0026  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ0026
 KZ0026                          STATION DESCRIPTION
 KZ0026
 KZ0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0026'AT EAST MANSFIELD.
 KZ0026'AT EAST MANSFIELD, RICHLAND COUNTY, ON U.S. HIGHWAY 30, 100 FEET
 KZ0026'EAST OF THE EAST CITY-LIMIT SIGN, ABOUT 250 FEET EAST OF THE EAST
 KZ0026'MANSFIELD GARAGE, 120 FEET NORTHWEST OF POLE 2509, 25 FEET NORTH
 KZ0026'OF THE HIGHWAY, 3 FEET NORTHEAST OF A POLE, AND ABOUT 2 FEET
 KZ0026'LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED B 30 1934 AND
 KZ0026'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 KZ0026'GROUND.  NOTE-- MOST OF THE REFERENCE POINTS IN THE ORIGINAL
 KZ0026'DESCRIPTION ARE GONE AND THE EXACT LOCATION COULD NOT BE DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0161 ***********************************************************************
 MD0161  DESIGNATION -  B 300
 MD0161  PID         -  MD0161
 MD0161  STATE/COUNTY-  OH/HENRY
 MD0161  USGS QUAD   -  FLORIDA (1977)
 MD0161
 MD0161                         *CURRENT SURVEY CONTROL
 MD0161  ___________________________________________________________________
 MD0161* NAD 83(1995)-  41 20 25.64263(N)    084 13 38.07348(W)     ADJUSTED  
 MD0161* NAVD 88     -       214.548  (meters)     703.90   (feet)  POSTED    
 MD0161  ___________________________________________________________________
 MD0161  X           -     482,380.709 (meters)                     COMP
 MD0161  Y           -  -4,771,514.179 (meters)                     COMP
 MD0161  Z           -   4,191,003.633 (meters)                     COMP
 MD0161  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 MD0161  ELLIP HEIGHT-         179.61  (meters)          (10/07/05) GPS OBS
 MD0161  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 MD0161  DYNAMIC HT  -         214.460 (meters)     703.61  (feet)  COMP
 MD0161  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 MD0161
 MD0161  HORZ ORDER  -  FIRST
 MD0161  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0161  ELLP ORDER  -  THIRD     CLASS I
 MD0161
 MD0161.The horizontal coordinates were established by GPS observations
 MD0161.and adjusted by the National Geodetic Survey in November 1999..
 MD0161
 MD0161.The orthometric height was determined by differential leveling
 MD0161.and adjusted by the National Geodetic Survey in 1992..
 MD0161.No vertical observational check was made to the station.
 MD0161.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0161.was located on a no-check spur therefore a value was not computed.
 MD0161
 MD0161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0161
 MD0161.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0161
 MD0161.The ellipsoidal height was determined by GPS observations
 MD0161.and is referenced to NAD 83.
 MD0161
 MD0161.The geoid height was determined by GEOID03.
 MD0161
 MD0161.The dynamic height is computed by dividing the NAVD 88
 MD0161.geopotential number by the normal gravity value computed on the
 MD0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0161.degrees latitude (g = 980.6199 gals.).
 MD0161
 MD0161.The modeled gravity was interpolated from observed gravity values.
 MD0161
 MD0161;                    North         East     Units Scale Factor Converg.
 MD0161;SPC OH N     -   187,300.489   455,445.081   MT  0.99995044   -1 08 05.0
 MD0161;UTM  16      - 4,580,261.635   732,000.788   MT  1.00026246   +1 49 56.3
 MD0161
 MD0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0161!SPC OH N     -   0.99997183  x   0.99995044  =   0.99992227
 MD0161!UTM  16      -   0.99997183  x   1.00026246  =   1.00023428
 MD0161
 MD0161                          SUPERSEDED SURVEY CONTROL
 MD0161
 MD0161  ELLIP H (11/30/99)  179.64   (m)                       GP(       ) 3 1
 MD0161  NAVD 88 (11/30/99)  214.55   (m)          703.9    (f) LEVELING    3  
 MD0161  NGVD 29 (??/??/92)  214.747  (m)          704.55   (f) ADJ UNCH    2 0
 MD0161
 MD0161.Superseded values are not recommended for survey control.
 MD0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0161.See file dsdata.txt to determine how the superseded data were derived.
 MD0161
 MD0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL3200180262(NAD 83)
 MD0161_MARKER: DB = BENCH MARK DISK
 MD0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0161_STAMPING: B 300
 MD0161_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0161+STABILITY: SURFACE MOTION
 MD0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0161+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1998
 MD0161
 MD0161  HISTORY     - Date     Condition        Report By
 MD0161  HISTORY     - 1963     MONUMENTED       CGS
 MD0161  HISTORY     - 19980403 GOOD             JCAND
 MD0161
 MD0161                          STATION DESCRIPTION
 MD0161
 MD0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0161'2.4 MI NW FROM FLORIDA.
 MD0161'FROM THE FLAT ROCK SCHOOL IN FLORIDA, GO NORTH 0.15 MILE, THEN
 MD0161'1.0 MILE WEST ON JEWELL ROAD 55, THEN 1.0 MILE NORTH ON COUNTY
 MD0161'ROAD 19.  THE BENCH MARK IS ABOUT 0.8 MILE SOUTH OF BENCH MARK
 MD0161'C 40, AT THE INTERSECTION OF COUNTY ROADS M AND 19, 18.0 FEET
 MD0161'SOUTH OF THE CENTERLINE OF COUNTY ROAD M, 13.0 FEET NORTHEAST
 MD0161'OF A TELEPHONE POLE AND 1.2 FEET SOUTH OF A WITNESS POST.  A
 MD0161'STANDARD DISK STAMPED B 300 1963, SET IN THE TOP OF A 10 INCH
 MD0161'ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 MD0161'GROUND.
 MD0161
 MD0161                          STATION RECOVERY (1998)
 MD0161
 MD0161'RECOVERY NOTE BY JC ANDRUS ASSOC 1998 (DAA)
 MD0161'LOCATED IN THE NORTHWEST CORNER OF SECTION 6, TONW 4 NORTH, RANGE 6
 MD0161'EAST, FLATROCK TOWNSHIP, HENRY COUNTY, OHIO.  TO REACH FROM THE HENRY
 MD0161'COUNTY COURTHOUSE, PROCEED NORTHWESERLY ON US 6 FOR 1.3 MILES (2.1 KM)
 MD0161'TO US 24, PROCEED SOUTHWESTERLY ON US 24 FOR 5 MILES (8.0 KM) TO
 MD0161'COUNTY ROAD 19 (ALSO BEING THE COUNTY LINE) .  PROCEED SOUTH ON COUNTY
 MD0161'ROAD 19 FOR 1.1 MILES (1.8 KM) TO ITS INTERSECTION WITH COUNTY ROAD M.
 MD0161'MARK LIES IN A GRASSEY AREA IN THE SOUTHEASTERLY CORNER OF THE
 MD0161'INTERSECTION AT SURFACE NEXT TO A RUSTED METAL MARKER 18 FEET (5.5 M)
 MD0161'SOUTH OF THE CENTERLINE OF COUNTY ROAD M (ASPHALT) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1391 ***********************************************************************
 MB1391  DESIGNATION -  B 301
 MB1391  PID         -  MB1391
 MB1391  STATE/COUNTY-  OH/SUMMIT
 MB1391  USGS QUAD   -  AKRON WEST (1994)
 MB1391
 MB1391                         *CURRENT SURVEY CONTROL
 MB1391  ___________________________________________________________________
 MB1391* NAD 83(1986)-  41 04 08.     (N)    081 32 55.     (W)     SCALED    
 MB1391* NAVD 88     -       308.910  (meters)    1013.48   (feet)  ADJUSTED  
 MB1391  ___________________________________________________________________
 MB1391  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB1391  DYNAMIC HT  -         308.775 (meters)    1013.04  (feet)  COMP
 MB1391  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 MB1391
 MB1391  VERT ORDER  -  FIRST     CLASS II
 MB1391
 MB1391.The horizontal coordinates were scaled from a topographic map and have
 MB1391.an estimated accuracy of +/- 6 seconds.
 MB1391
 MB1391.The orthometric height was determined by differential leveling
 MB1391.and adjusted by the National Geodetic Survey in June 1991..
 MB1391
 MB1391.The geoid height was determined by GEOID03.
 MB1391
 MB1391.The dynamic height is computed by dividing the NAVD 88
 MB1391.geopotential number by the normal gravity value computed on the
 MB1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1391.degrees latitude (g = 980.6199 gals.).
 MB1391
 MB1391.The modeled gravity was interpolated from observed gravity values.
 MB1391
 MB1391;                    North         East    Units  Estimated Accuracy
 MB1391;SPC OH N     -   156,150.      679,960.      MT  (+/- 180 meters Scaled)
 MB1391
 MB1391                          SUPERSEDED SURVEY CONTROL
 MB1391
 MB1391  NGVD 29 (??/??/92)  309.108  (m)         1014.13   (f) ADJ UNCH    1 2
 MB1391
 MB1391.Superseded values are not recommended for survey control.
 MB1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1391.See file dsdata.txt to determine how the superseded data were derived.
 MB1391
 MB1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF539465(NAD 83)
 MB1391_MARKER: DB = BENCH MARK DISK
 MB1391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1391_SP_SET: CURB
 MB1391_STAMPING: B 301 1963
 MB1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1391+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 MB1391
 MB1391  HISTORY     - Date     Condition        Report By
 MB1391  HISTORY     - 1963     MONUMENTED       CGS
 MB1391  HISTORY     - 20060630 GOOD             GEOCAC
 MB1391
 MB1391                          STATION DESCRIPTION
 MB1391
 MB1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1391'AT AKRON.
 MB1391'AT AKRON, SET VERTICALLY IN THE SOUTHWEST BRICK WALL AT THE
 MB1391'WEST CORNER OF SOUTH HIGH SCHOOL, ABOUT 0.1 MILE SOUTHWEST OF
 MB1391'THE JUNCTION OF WOOSTER AVE. AND EAST AVE, 78.5 FEET SOUTHEAST
 MB1391'OF THE SOUTHEAST CURB OF EAST AVE, 1.0 FOOT SOUTHEAST OF THE
 MB1391'WEST CORNER OF SCHOOL AND ABOUT 1.5 FEET ABOVE THE GROUND.
 MB1391
 MB1391                          STATION RECOVERY (2006)
 MB1391
 MB1391'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1244 ***********************************************************************
 MB1244  DESIGNATION -  B 302
 MB1244  PID         -  MB1244
 MB1244  STATE/COUNTY-  OH/SUMMIT
 MB1244  USGS QUAD   -  AKRON EAST (1964)
 MB1244
 MB1244                         *CURRENT SURVEY CONTROL
 MB1244  ___________________________________________________________________
 MB1244* NAD 83(1986)-  41 06 57.     (N)    081 29 43.     (W)     SCALED    
 MB1244* NAVD 88     -       303.661  (meters)     996.26   (feet)  ADJUSTED  
 MB1244  ___________________________________________________________________
 MB1244  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB1244  DYNAMIC HT  -         303.529 (meters)     995.83  (feet)  COMP
 MB1244  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 MB1244
 MB1244  VERT ORDER  -  FIRST     CLASS II
 MB1244
 MB1244.The horizontal coordinates were scaled from a topographic map and have
 MB1244.an estimated accuracy of +/- 6 seconds.
 MB1244
 MB1244.The orthometric height was determined by differential leveling
 MB1244.and adjusted by the National Geodetic Survey in June 1991..
 MB1244
 MB1244.The geoid height was determined by GEOID03.
 MB1244
 MB1244.The dynamic height is computed by dividing the NAVD 88
 MB1244.geopotential number by the normal gravity value computed on the
 MB1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1244.degrees latitude (g = 980.6199 gals.).
 MB1244
 MB1244.The modeled gravity was interpolated from observed gravity values.
 MB1244
 MB1244;                    North         East    Units  Estimated Accuracy
 MB1244;SPC OH N     -   161,410.      684,380.      MT  (+/- 180 meters Scaled)
 MB1244
 MB1244                          SUPERSEDED SURVEY CONTROL
 MB1244
 MB1244  NGVD 29 (??/??/92)  303.857  (m)          996.90   (f) ADJ UNCH    1 2
 MB1244
 MB1244.Superseded values are not recommended for survey control.
 MB1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1244.See file dsdata.txt to determine how the superseded data were derived.
 MB1244
 MB1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF584517(NAD 83)
 MB1244_MARKER: DB = BENCH MARK DISK
 MB1244_SETTING: 80 = SET IN A BOULDER
 MB1244_SP_SET: BOULDER
 MB1244_STAMPING: B 302 1964
 MB1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1244+STABILITY: SURFACE MOTION
 MB1244
 MB1244  HISTORY     - Date     Condition        Report By
 MB1244  HISTORY     - 1964     MONUMENTED       CGS
 MB1244
 MB1244                          STATION DESCRIPTION
 MB1244
 MB1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1244'AT AKRON.
 MB1244'AT AKRON, NEAR THE INTERSECTION OF RIVERSIDE DRIVE AND JUNIPER
 MB1244'AVENUE, IN THE YARD OF THE RIVERSIDE CHURCH OF CHRIST, 47.0
 MB1244'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 MB1244'126 FEET EAST OF THE CURB OF JUNIPER AVENUE, 40 1/2 FEET SOUTH OF
 MB1244'THE SOUTH CURB OF RIVERSIDE DRIVE, ABOUT 1 FOOT ABOVE RIVERSIDE
 MB1244'DRIVE AND SET IN THE TOP AT THE SOUTH SIDE OF A 2-BY-4 1/2-FOOT
 MB1244'EMBEDDED BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1245 ***********************************************************************
 MB1245  DESIGNATION -  B 303
 MB1245  PID         -  MB1245
 MB1245  STATE/COUNTY-  OH/SUMMIT
 MB1245  USGS QUAD   -  AKRON EAST (1964)
 MB1245
 MB1245                         *CURRENT SURVEY CONTROL
 MB1245  ___________________________________________________________________
 MB1245* NAD 83(1986)-  41 05 15.     (N)    081 29 27.     (W)     SCALED    
 MB1245* NAVD 88     -       281.643  (meters)     924.02   (feet)  ADJUSTED  
 MB1245  ___________________________________________________________________
 MB1245  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MB1245  DYNAMIC HT  -         281.519 (meters)     923.62  (feet)  COMP
 MB1245  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 MB1245
 MB1245  VERT ORDER  -  FIRST     CLASS II
 MB1245
 MB1245.The horizontal coordinates were scaled from a topographic map and have
 MB1245.an estimated accuracy of +/- 6 seconds.
 MB1245
 MB1245.The orthometric height was determined by differential leveling
 MB1245.and adjusted by the National Geodetic Survey in June 1991..
 MB1245
 MB1245.The geoid height was determined by GEOID03.
 MB1245
 MB1245.The dynamic height is computed by dividing the NAVD 88
 MB1245.geopotential number by the normal gravity value computed on the
 MB1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1245.degrees latitude (g = 980.6199 gals.).
 MB1245
 MB1245.The modeled gravity was interpolated from observed gravity values.
 MB1245
 MB1245;                    North         East    Units  Estimated Accuracy
 MB1245;SPC OH N     -   158,270.      684,790.      MT  (+/- 180 meters Scaled)
 MB1245
 MB1245                          SUPERSEDED SURVEY CONTROL
 MB1245
 MB1245  NGVD 29 (??/??/92)  281.840  (m)          924.67   (f) ADJ UNCH    1 2
 MB1245
 MB1245.Superseded values are not recommended for survey control.
 MB1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1245.See file dsdata.txt to determine how the superseded data were derived.
 MB1245
 MB1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF587485(NAD 83)
 MB1245_MARKER: DD = SURVEY DISK
 MB1245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1245_SP_SET: ABUTMENT
 MB1245_STAMPING: B 303
 MB1245_MARK LOGO: CGS   
 MB1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1245
 MB1245  HISTORY     - Date     Condition        Report By
 MB1245  HISTORY     - UNK      MONUMENTED       OH-153
 MB1245  HISTORY     - 1964     GOOD             CGS
 MB1245
 MB1245                          STATION DESCRIPTION
 MB1245
 MB1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1245'AT AKRON.
 MB1245'AT AKRON, AT THE INTERSECTION OF NORTH ARLINGTON STREET AND
 MB1245'EAST NORTH STREET, SET ON THE TOP OF THE NORTH END OF THE
 MB1245'WEST CONCRETE ABUTMENT OF A BRIDGE OVER THE CUYAHOGA RIVER,
 MB1245'38 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION (MEASURED
 MB1245'UNDER TRAFFIC LIGHT) OF NORTH ARLINGTON STREET AND EAST NORTH
 MB1245'STREET, 29 FEET EAST OF THE EXTENDED CENTER LINE OF NORTH
 MB1245'ARLINGTON STREET, 10 FEET NORTH OF THE NORTH CURB OF EAST NORTH
 MB1245'STREET AND ABOUT LEVEL WITH THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1007 ***********************************************************************
 KY1007  DESIGNATION -  B 304
 KY1007  PID         -  KY1007
 KY1007  STATE/COUNTY-  OH/COLUMBIANA
 KY1007  USGS QUAD   -  EAST PALESTINE (1994)
 KY1007
 KY1007                         *CURRENT SURVEY CONTROL
 KY1007  ___________________________________________________________________
 KY1007* NAD 83(1986)-  40 50 07.     (N)    080 32 09.     (W)     SCALED    
 KY1007* NAVD 88     -       309.469  (meters)    1015.32   (feet)  ADJUSTED  
 KY1007  ___________________________________________________________________
 KY1007  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KY1007  DYNAMIC HT  -         309.314 (meters)    1014.81  (feet)  COMP
 KY1007  MODELED GRAV-     980,116.9   (mgal)                       NAVD 88
 KY1007
 KY1007  VERT ORDER  -  FIRST     CLASS I
 KY1007
 KY1007.The horizontal coordinates were scaled from a topographic map and have
 KY1007.an estimated accuracy of +/- 6 seconds.
 KY1007
 KY1007.The orthometric height was determined by differential leveling
 KY1007.and adjusted by the National Geodetic Survey in June 1991..
 KY1007
 KY1007.The geoid height was determined by GEOID03.
 KY1007
 KY1007.The dynamic height is computed by dividing the NAVD 88
 KY1007.geopotential number by the normal gravity value computed on the
 KY1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1007.degrees latitude (g = 980.6199 gals.).
 KY1007
 KY1007.The modeled gravity was interpolated from observed gravity values.
 KY1007
 KY1007;                    North         East    Units  Estimated Accuracy
 KY1007;SPC OH N     -   131,640.      765,640.      MT  (+/- 180 meters Scaled)
 KY1007
 KY1007                          SUPERSEDED SURVEY CONTROL
 KY1007
 KY1007  NGVD 29 (??/??/92)  309.604  (m)         1015.76   (f) ADJ UNCH    1 1
 KY1007
 KY1007.Superseded values are not recommended for survey control.
 KY1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1007.See file dsdata.txt to determine how the superseded data were derived.
 KY1007
 KY1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF391205(NAD 83)
 KY1007_MARKER: DB = BENCH MARK DISK
 KY1007_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY1007_SP_SET: 40 FEET
 KY1007_STAMPING: B 304 1966
 KY1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1007
 KY1007  HISTORY     - Date     Condition        Report By
 KY1007  HISTORY     - 1966     MONUMENTED       CGS
 KY1007
 KY1007                          STATION DESCRIPTION
 KY1007
 KY1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1007'AT EAST PALESTINE.
 KY1007'AT EAST PALESTINE, ABOUT 0.2 MILE EAST OF THE PENNSYLVANIA
 KY1007'RAILROAD STATION, 118 FEET EAST OF THE CROSSING OF JAMES STREET AND
 KY1007'THE MAIN TRACK, 12.2 FEET NORTH OF THE NORTH RAIL OF TWO TRACKS,
 KY1007'9 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY, 2 1/2 FEET WEST OF
 KY1007'THE 2ND TELEGRAPH POLE EAST OF THE CROSSING, IN SECTION 25, R 1 W,
 KY1007'T 8 N, 1.1 FEET EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 KY1007'LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED
 KY1007'STEEL ROD PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND AND
 KY1007'PROTECTED BY A 6 INCH TILE WHICH PROJECTS 6 INCHES ABOVE THE
 KY1007'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1249 ***********************************************************************
 KY1249  DESIGNATION -  B 305
 KY1249  PID         -  KY1249
 KY1249  STATE/COUNTY-  OH/STARK
 KY1249  USGS QUAD   -  ROBERTSVILLE (1994)
 KY1249
 KY1249                         *CURRENT SURVEY CONTROL
 KY1249  ___________________________________________________________________
 KY1249* NAD 83(1986)-  40 50 45.     (N)    081 13 57.     (W)     SCALED    
 KY1249* NAVD 88     -       341.841  (meters)    1121.52   (feet)  ADJUSTED  
 KY1249  ___________________________________________________________________
 KY1249  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KY1249  DYNAMIC HT  -         341.679 (meters)    1120.99  (feet)  COMP
 KY1249  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 KY1249
 KY1249  VERT ORDER  -  FIRST     CLASS I
 KY1249
 KY1249.The horizontal coordinates were scaled from a topographic map and have
 KY1249.an estimated accuracy of +/- 6 seconds.
 KY1249
 KY1249.The orthometric height was determined by differential leveling
 KY1249.and adjusted by the National Geodetic Survey in June 1991..
 KY1249
 KY1249.The geoid height was determined by GEOID03.
 KY1249
 KY1249.The dynamic height is computed by dividing the NAVD 88
 KY1249.geopotential number by the normal gravity value computed on the
 KY1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1249.degrees latitude (g = 980.6199 gals.).
 KY1249
 KY1249.The modeled gravity was interpolated from observed gravity values.
 KY1249
 KY1249;                    North         East    Units  Estimated Accuracy
 KY1249;SPC OH N     -   131,720.      706,880.      MT  (+/- 180 meters Scaled)
 KY1249
 KY1249                          SUPERSEDED SURVEY CONTROL
 KY1249
 KY1249  NGVD 29 (??/??/92)  342.021  (m)         1122.11   (f) ADJ UNCH    1 1
 KY1249
 KY1249.Superseded values are not recommended for survey control.
 KY1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1249.See file dsdata.txt to determine how the superseded data were derived.
 KY1249
 KY1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF804216(NAD 83)
 KY1249_MARKER: DB = BENCH MARK DISK
 KY1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1249_STAMPING: B 305 1966
 KY1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1249+STABILITY: SURFACE MOTION
 KY1249
 KY1249  HISTORY     - Date     Condition        Report By
 KY1249  HISTORY     - 1966     MONUMENTED       CGS
 KY1249  HISTORY     - 19930420 GOOD             OHDT
 KY1249  HISTORY     - 20041106 GOOD             USPSQD
 KY1249
 KY1249                          STATION DESCRIPTION
 KY1249
 KY1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1249'1.5 MI NE FROM LOUISVILLE.
 KY1249'ABOUT 1.5 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1249'CROSSING OF STATE HIGHWAY 44, ABOUT 0.25 MILE WEST OF MILEPOST
 KY1249'93, ABOUT 0.1 MILE EAST OF THE CROSSING OF MEESE ROAD, ABOUT 2
 KY1249'RAILS WEST OF THE EAST END OF A SHORT FILL, 50.7 FEET NORTH OF THE
 KY1249'NORTH RAIL OF THE NEAR TRACK, 2 FEET EAST OF THE 5TH TELEGRAPH
 KY1249'POLE EAST OF THE ROAD, IN SECTION 22, R 7 W, T 19 N, 1.5 FEET
 KY1249'SOUTHWEST OF A METAL WITNESS POST, 10 FEET BELOW THE LEVEL OF THE
 KY1249'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 KY1249'ABOVE THE LEVEL OF THE GROUND.
 KY1249
 KY1249                          STATION RECOVERY (1993)
 KY1249
 KY1249'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY1249'--------REPORT BY ODOT-------YEAR 1993-------CONDITION - GOOD-----
 KY1249
 KY1249                          STATION RECOVERY (2004)
 KY1249
 KY1249'RECOVERY NOTE BY US POWER SQUADRON 2004
 KY1249'CONCRETE POST PROJECTS 16 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1658 ***********************************************************************
 KY1658  DESIGNATION -  B 306
 KY1658  PID         -  KY1658
 KY1658  STATE/COUNTY-  OH/STARK
 KY1658  USGS QUAD   -  MASSILLON (1994)
 KY1658
 KY1658                         *CURRENT SURVEY CONTROL
 KY1658  ___________________________________________________________________
 KY1658* NAD 83(1986)-  40 50 43.     (N)    081 33 11.     (W)     SCALED    
 KY1658* NAVD 88     -       287.762  (meters)     944.10   (feet)  ADJUSTED  
 KY1658  ___________________________________________________________________
 KY1658  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KY1658  DYNAMIC HT  -         287.633 (meters)     943.68  (feet)  COMP
 KY1658  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 KY1658
 KY1658  VERT ORDER  -  FIRST     CLASS I
 KY1658
 KY1658.The horizontal coordinates were scaled from a topographic map and have
 KY1658.an estimated accuracy of +/- 6 seconds.
 KY1658
 KY1658.The orthometric height was determined by differential leveling
 KY1658.and adjusted by the National Geodetic Survey in June 1991..
 KY1658
 KY1658.The geoid height was determined by GEOID03.
 KY1658
 KY1658.The dynamic height is computed by dividing the NAVD 88
 KY1658.geopotential number by the normal gravity value computed on the
 KY1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1658.degrees latitude (g = 980.6199 gals.).
 KY1658
 KY1658.The modeled gravity was interpolated from observed gravity values.
 KY1658
 KY1658;                    North         East    Units  Estimated Accuracy
 KY1658;SPC OH N     -   131,310.      679,850.      MT  (+/- 180 meters Scaled)
 KY1658
 KY1658                          SUPERSEDED SURVEY CONTROL
 KY1658
 KY1658  NGVD 29 (??/??/92)  287.956  (m)          944.74   (f) ADJ UNCH    1 1
 KY1658
 KY1658.Superseded values are not recommended for survey control.
 KY1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1658.See file dsdata.txt to determine how the superseded data were derived.
 KY1658
 KY1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF533217(NAD 83)
 KY1658_MARKER: DB = BENCH MARK DISK
 KY1658_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY1658_SP_SET: 88.5 FEET
 KY1658_STAMPING: B 306 1967
 KY1658_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1658
 KY1658  HISTORY     - Date     Condition        Report By
 KY1658  HISTORY     - 1967     MONUMENTED       CGS
 KY1658  HISTORY     - 19930421 GOOD             OHDT
 KY1658
 KY1658                          STATION DESCRIPTION
 KY1658
 KY1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY1658'5 MI N FROM MASSILLON.
 KY1658'ABOUT 5.0 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1658'FROM THE U.S. HIGHWAY 30 OVERPASS AT MASSILLON, ABOUT 3.95 MILES
 KY1658'SOUTHEAST ALONG THE B AND O RAILROAD FROM THE CROSSING OF STATE
 KY1658'HIGHWAY 92 AT CANAL FULTON, IN SECTION 25, R 10 W, T 1 N, ABOUT
 KY1658'1.2 MILES NORTHWEST OF A BLACK TOPPED ROAD CROSSING AT CRYSTAL
 KY1658'SPRINGS, 28.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KY1658'SOUTHWEST TRACK OF TWO, 8 FEET NORTHEAST OF THE CENTER LINE
 KY1658'OF A DIRT ROAD, 2 1/2 FEET SOUTHEAST OF MILEPOLE 100-40, 1.1
 KY1658'FEET NORTHWEST OF A METAL WITNESS POST, 2 1/2 FEET ABOVE THE
 KY1658'LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED
 KY1658'STEEL ROD PROJECTING 0.4 FOOT ABOVE THE LEVEL OF THE GROUND
 KY1658'AND PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS 0.6 FOOT
 KY1658'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL
 KY1658'AT A DEPTH OF 28.5 FEET.
 KY1658
 KY1658                          STATION RECOVERY (1993)
 KY1658
 KY1658'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY1658'--------REPORT BY ODOT--------YEAR 1993-------CONDITION - GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1030 ***********************************************************************
 KZ1030  DESIGNATION -  B 307
 KZ1030  PID         -  KZ1030
 KZ1030  STATE/COUNTY-  OH/RICHLAND
 KZ1030  USGS QUAD   -  SHELBY (1980)
 KZ1030
 KZ1030                         *CURRENT SURVEY CONTROL
 KZ1030  ___________________________________________________________________
 KZ1030* NAD 83(1986)-  40 58 13.     (N)    082 40 52.     (W)     SCALED    
 KZ1030* NAVD 88     -       318.818  (meters)    1045.99   (feet)  ADJUSTED  
 KZ1030  ___________________________________________________________________
 KZ1030  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 KZ1030  DYNAMIC HT  -         318.668 (meters)    1045.50  (feet)  COMP
 KZ1030  MODELED GRAV-     980,146.7   (mgal)                       NAVD 88
 KZ1030
 KZ1030  VERT ORDER  -  FIRST     CLASS I
 KZ1030
 KZ1030.The horizontal coordinates were scaled from a topographic map and have
 KZ1030.an estimated accuracy of +/- 6 seconds.
 KZ1030
 KZ1030.The orthometric height was determined by differential leveling
 KZ1030.and adjusted by the National Geodetic Survey in June 1991..
 KZ1030
 KZ1030.The geoid height was determined by GEOID03.
 KZ1030
 KZ1030.The dynamic height is computed by dividing the NAVD 88
 KZ1030.geopotential number by the normal gravity value computed on the
 KZ1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1030.degrees latitude (g = 980.6199 gals.).
 KZ1030
 KZ1030.The modeled gravity was interpolated from observed gravity values.
 KZ1030
 KZ1030;                    North         East    Units  Estimated Accuracy
 KZ1030;SPC OH N     -   144,780.      584,760.      MT  (+/- 180 meters Scaled)
 KZ1030
 KZ1030                          SUPERSEDED SURVEY CONTROL
 KZ1030
 KZ1030  NGVD 29 (??/??/92)  318.976  (m)         1046.51   (f) ADJ UNCH    1 1
 KZ1030
 KZ1030.Superseded values are not recommended for survey control.
 KZ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1030.See file dsdata.txt to determine how the superseded data were derived.
 KZ1030
 KZ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF585368(NAD 83)
 KZ1030_MARKER: DB = BENCH MARK DISK
 KZ1030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1030_SP_SET: BRIDGE SEAT
 KZ1030_STAMPING: B 307 1967
 KZ1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1030
 KZ1030  HISTORY     - Date     Condition        Report By
 KZ1030  HISTORY     - 1967     MONUMENTED       CGS
 KZ1030  HISTORY     - 1986     GOOD             OHDT
 KZ1030
 KZ1030                          STATION DESCRIPTION
 KZ1030
 KZ1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1030'1.9 MI S FROM PLYMOUTH.
 KZ1030'ABOUT 1.9 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ1030'THE WEST BROADWAY OVERPASS AT PLYMOUTH, SET ON THE TOP OF THE
 KZ1030'SOUTHEAST END OF THE NORTHEAST BRIDGE SEAT FOR THE RAILROAD
 KZ1030'BARIDGE OVER UPDYKE ROAD, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 KZ1030'1.9 FEET NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE SEAT AND 4
 KZ1030'FEET BELOW THE LEVEL OF THE TRACK.
 KZ1030
 KZ1030                          STATION RECOVERY (1986)
 KZ1030
 KZ1030'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1986 (JY)
 KZ1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1570 ***********************************************************************
 KZ1570  DESIGNATION -  B 308
 KZ1570  PID         -  KZ1570
 KZ1570  STATE/COUNTY-  OH/DELAWARE
 KZ1570  USGS QUAD   -  DELAWARE (1973)
 KZ1570
 KZ1570                         *CURRENT SURVEY CONTROL
 KZ1570  ___________________________________________________________________
 KZ1570* NAD 83(1986)-  40 17 17.     (N)    083 00 56.     (W)     SCALED    
 KZ1570* NAVD 88     -       288.125  (meters)     945.29   (feet)  ADJUSTED  
 KZ1570  ___________________________________________________________________
 KZ1570  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KZ1570  DYNAMIC HT  -         287.975 (meters)     944.80  (feet)  COMP
 KZ1570  MODELED GRAV-     980,095.5   (mgal)                       NAVD 88
 KZ1570
 KZ1570  VERT ORDER  -  FIRST     CLASS I
 KZ1570
 KZ1570.The horizontal coordinates were scaled from a topographic map and have
 KZ1570.an estimated accuracy of +/- 6 seconds.
 KZ1570
 KZ1570.The orthometric height was determined by differential leveling
 KZ1570.and adjusted by the National Geodetic Survey in June 1991..
 KZ1570
 KZ1570.The geoid height was determined by GEOID03.
 KZ1570
 KZ1570.The dynamic height is computed by dividing the NAVD 88
 KZ1570.geopotential number by the normal gravity value computed on the
 KZ1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1570.degrees latitude (g = 980.6199 gals.).
 KZ1570
 KZ1570.The modeled gravity was interpolated from observed gravity values.
 KZ1570
 KZ1570;                    North         East    Units  Estimated Accuracy
 KZ1570;SPC OH N     -    69,130.      556,160.      MT  (+/- 180 meters Scaled)
 KZ1570
 KZ1570                          SUPERSEDED SURVEY CONTROL
 KZ1570
 KZ1570  NGVD 29 (??/??/92)  288.284  (m)          945.81   (f) ADJ UNCH    1 1
 KZ1570
 KZ1570.Superseded values are not recommended for survey control.
 KZ1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1570.See file dsdata.txt to determine how the superseded data were derived.
 KZ1570
 KZ1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE286616(NAD 83)
 KZ1570_MARKER: DB = BENCH MARK DISK
 KZ1570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1570_SP_SET: OVERPASS
 KZ1570_STAMPING: B 308 1967
 KZ1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1570
 KZ1570  HISTORY     - Date     Condition        Report By
 KZ1570  HISTORY     - 1967     MONUMENTED       CGS
 KZ1570  HISTORY     - 1990     GOOD             USPSQD
 KZ1570
 KZ1570                          STATION DESCRIPTION
 KZ1570
 KZ1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1570'2.6 MI E FROM DELAWARE.
 KZ1570'ABOUT 2.6 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE CITY HALL
 KZ1570'AT DELAWARE, SET VERTICALLY IN THE NORTH FACE OF THE SOUTH
 KZ1570'ABUTMENT OF THE NEW YORK CENTRAL RAILROAD OVERPASS, 22 FEET
 KZ1570'SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 2 1/2
 KZ1570'FEET ABOVE THE LEVEL OF THE GROUND AND 1 1/2 FEET ABOVE THE LEVEL
 KZ1570'OF THE HIGHWAY.
 KZ1570
 KZ1570                          STATION RECOVERY (1990)
 KZ1570
 KZ1570'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0729 ***********************************************************************
 JY0729  DESIGNATION -  B 309
 JY0729  PID         -  JY0729
 JY0729  STATE/COUNTY-  OH/FRANKLIN
 JY0729  USGS QUAD   -  LOCKBOURNE (1992)
 JY0729
 JY0729                         *CURRENT SURVEY CONTROL
 JY0729  ___________________________________________________________________
 JY0729* NAD 83(1986)-  39 49 52.     (N)    082 57 15.     (W)     SCALED    
 JY0729* NAVD 88     -       225.724  (meters)     740.56   (feet)  ADJUSTED  
 JY0729  ___________________________________________________________________
 JY0729  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JY0729  DYNAMIC HT  -         225.595 (meters)     740.14  (feet)  COMP
 JY0729  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 JY0729
 JY0729  VERT ORDER  -  FIRST     CLASS I
 JY0729
 JY0729.The horizontal coordinates were scaled from a topographic map and have
 JY0729.an estimated accuracy of +/- 6 seconds.
 JY0729
 JY0729.The orthometric height was determined by differential leveling
 JY0729.and adjusted by the National Geodetic Survey in June 1991..
 JY0729
 JY0729.The geoid height was determined by GEOID03.
 JY0729
 JY0729.The dynamic height is computed by dividing the NAVD 88
 JY0729.geopotential number by the normal gravity value computed on the
 JY0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0729.degrees latitude (g = 980.6199 gals.).
 JY0729
 JY0729.The modeled gravity was interpolated from observed gravity values.
 JY0729
 JY0729;                    North         East    Units  Estimated Accuracy
 JY0729;SPC OH S     -   203,380.      561,120.      MT  (+/- 180 meters Scaled)
 JY0729
 JY0729                          SUPERSEDED SURVEY CONTROL
 JY0729
 JY0729  NGVD 29 (??/??/92)  225.900  (m)          741.14   (f) ADJ UNCH    1 1
 JY0729
 JY0729.Superseded values are not recommended for survey control.
 JY0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0729.See file dsdata.txt to determine how the superseded data were derived.
 JY0729
 JY0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE327108(NAD 83)
 JY0729_MARKER: DB = BENCH MARK DISK
 JY0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0729_SP_SET: PIER
 JY0729_STAMPING: B 309 1967
 JY0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0729
 JY0729  HISTORY     - Date     Condition        Report By
 JY0729  HISTORY     - 1967     MONUMENTED       CGS
 JY0729
 JY0729                          STATION DESCRIPTION
 JY0729
 JY0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0729'1.6 MI N FROM LOCKBOURNE.
 JY0729'ABOUT 1.55 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0729'FROM THE OVERPASS OVER CANAL ROAD AT LOCKBOURNE, AT THE
 JY0729'STATE HIGHWAY 665 OVERPASS OVER THE TRACKS, 0.35 MILE SOUTH OF
 JY0729'MILEPOST N 693, SET VERTICALLY IN THE WEST FACE OF THE FIRST
 JY0729'CONCRETE PIER WEST OF THE EAST ABUTMENT OF THE OVERPASS, 20.1
 JY0729'FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 2.0 FEET SOUTH
 JY0729'OF THE NORTH END OF THE PIER, 2.6 FEET ABOVE THE LEVEL OF THE
 JY0729'GROUND AND 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1782 ***********************************************************************
 KY1782  DESIGNATION -  B 31
 KY1782  PID         -  KY1782
 KY1782  STATE/COUNTY-  OH/STARK
 KY1782  USGS QUAD   -  NAVARRE (1994)
 KY1782
 KY1782                         *CURRENT SURVEY CONTROL
 KY1782  ___________________________________________________________________
 KY1782* NAD 83(1986)-  40 38 50.     (N)    081 35 32.     (W)     SCALED    
 KY1782* NAVD 88     -       304.680  (meters)     999.60   (feet)  ADJUSTED  
 KY1782  ___________________________________________________________________
 KY1782  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KY1782  DYNAMIC HT  -         304.536 (meters)     999.13  (feet)  COMP
 KY1782  MODELED GRAV-     980,141.7   (mgal)                       NAVD 88
 KY1782
 KY1782  VERT ORDER  -  SECOND    CLASS 0
 KY1782
 KY1782.The horizontal coordinates were scaled from a topographic map and have
 KY1782.an estimated accuracy of +/- 6 seconds.
 KY1782
 KY1782.The orthometric height was determined by differential leveling
 KY1782.and adjusted by the National Geodetic Survey in June 1991..
 KY1782
 KY1782.The geoid height was determined by GEOID03.
 KY1782
 KY1782.The dynamic height is computed by dividing the NAVD 88
 KY1782.geopotential number by the normal gravity value computed on the
 KY1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1782.degrees latitude (g = 980.6199 gals.).
 KY1782
 KY1782.The modeled gravity was interpolated from observed gravity values.
 KY1782
 KY1782;                    North         East    Units  Estimated Accuracy
 KY1782;SPC OH N     -   109,290.      676,780.      MT  (+/- 180 meters Scaled)
 KY1782
 KY1782                          SUPERSEDED SURVEY CONTROL
 KY1782
 KY1782  NGVD 29 (??/??/92)  304.89   (m)         1000.3    (f) COMPUTED    2 0
 KY1782
 KY1782.Superseded values are not recommended for survey control.
 KY1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1782.See file dsdata.txt to determine how the superseded data were derived.
 KY1782
 KY1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME499997(NAD 83)
 KY1782_MARKER: DB = BENCH MARK DISK
 KY1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1782_STAMPING: B 31 1934
 KY1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1782+STABILITY: SURFACE MOTION
 KY1782
 KY1782  HISTORY     - Date     Condition        Report By
 KY1782  HISTORY     - 1934     MONUMENTED       CGS
 KY1782  HISTORY     - 1959     MARK NOT FOUND   NGS
 KY1782  HISTORY     - 19921205 MARK NOT FOUND   OHDT
 KY1782
 KY1782                          STATION DESCRIPTION
 KY1782
 KY1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1782'1 MI W FROM BEACH CITY.
 KY1782'1.0 MILE WEST ALONG U.S. HIGHWAY 62 FROM THE WHEELING AND LAKE
 KY1782'ERIE RAILWAY STATION AT BEACH CITY, STARK COUNTY, AT THE
 KY1782'CROSSING OF U.S. HIGHWAY 250 AND A ROAD LEADING TO BEACH CITY,
 KY1782'42 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 250, 33 FEET
 KY1782'SOUTH OF THE CENTERLINE OF THE ROAD, 115 FEET SOUTH OF THE SOUTH
 KY1782'SIDE OF THE BELL TELEPHONE CO. REPEATER STATION, BETWEEN TWO
 KY1782'POLES, AND ONE FOOT ABOVE THE LEVEL OF THE ROADWAY.  A
 KY1782'STANDARD DISK, STAMPED B 31 1934 AND SET IN THE TOP OF A
 KY1782'CONCRETE POST.
 KY1782
 KY1782                          STATION RECOVERY (1992)
 KY1782
 KY1782'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992 (JF)
 KY1782'-------REPORT BY ODOT -------YEAR 1993----- CONDITION - UNKNOWN----
 KY1782' 
 KY1782'NOTE** MAJOR WORK DONE TO ROAD, GRADING UNABLE TO LOCATE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1027 ***********************************************************************
 KZ1027  DESIGNATION -  B 310
 KZ1027  PID         -  KZ1027
 KZ1027  STATE/COUNTY-  OH/RICHLAND
 KZ1027  USGS QUAD   -  SHELBY (1980)
 KZ1027
 KZ1027                         *CURRENT SURVEY CONTROL
 KZ1027  ___________________________________________________________________
 KZ1027* NAD 83(1986)-  40 59 25.     (N)    082 40 04.     (W)     SCALED    
 KZ1027* NAVD 88     -       310.815  (meters)    1019.73   (feet)  ADJUSTED  
 KZ1027  ___________________________________________________________________
 KZ1027  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 KZ1027  DYNAMIC HT  -         310.670 (meters)    1019.26  (feet)  COMP
 KZ1027  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 KZ1027
 KZ1027  VERT ORDER  -  FIRST     CLASS I
 KZ1027
 KZ1027.The horizontal coordinates were scaled from a topographic map and have
 KZ1027.an estimated accuracy of +/- 6 seconds.
 KZ1027
 KZ1027.The orthometric height was determined by differential leveling
 KZ1027.and adjusted by the National Geodetic Survey in June 1991..
 KZ1027
 KZ1027.The geoid height was determined by GEOID03.
 KZ1027
 KZ1027.The dynamic height is computed by dividing the NAVD 88
 KZ1027.geopotential number by the normal gravity value computed on the
 KZ1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1027.degrees latitude (g = 980.6199 gals.).
 KZ1027
 KZ1027.The modeled gravity was interpolated from observed gravity values.
 KZ1027
 KZ1027;                    North         East    Units  Estimated Accuracy
 KZ1027;SPC OH N     -   147,000.      585,880.      MT  (+/- 180 meters Scaled)
 KZ1027
 KZ1027                          SUPERSEDED SURVEY CONTROL
 KZ1027
 KZ1027  NGVD 29 (??/??/92)  310.977  (m)         1020.26   (f) ADJ UNCH    1 1
 KZ1027
 KZ1027.Superseded values are not recommended for survey control.
 KZ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1027.See file dsdata.txt to determine how the superseded data were derived.
 KZ1027
 KZ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF597390(NAD 83)
 KZ1027_MARKER: DB = BENCH MARK DISK
 KZ1027_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ1027_SP_SET: 28.4 FEET
 KZ1027_STAMPING: B 310 1967
 KZ1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1027+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 KZ1027
 KZ1027  HISTORY     - Date     Condition        Report By
 KZ1027  HISTORY     - 1967     MONUMENTED       CGS
 KZ1027  HISTORY     - 1986     GOOD             OHDT
 KZ1027  HISTORY     - 20040529 GOOD             USPSQD
 KZ1027  HISTORY     - 20050915 GOOD             USPSQD
 KZ1027
 KZ1027                          STATION DESCRIPTION
 KZ1027
 KZ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1027'AT PLYMOUTH.
 KZ1027'AT PLYMOUTH, ABOUT 0.3 MILE SOUTH ALONG RAILROAD STREET FROM THE
 KZ1027'JUNCTION OF WEST BROADWAY, NEAR THE JUNCTION OF RAILROAD AND
 KZ1027'PINE STREET, NEAR THE SOUTHWEST CORNER OF A METAL FENCE AROUND A
 KZ1027'CEMETERY, 31 FEET SOUTH OF A FIRE HYDRANT, 16 1/2 FEET EAST OF THE
 KZ1027'EXTENDED CENTER LINE OF RAILROAD STREET, 5 FEET EAST OF A POWER
 KZ1027'LINE POLE, 0.6 FOOT WEST OF THE CEMETERY FENCE LINE, 0.6 FOOT
 KZ1027'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE STREETS
 KZ1027'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING
 KZ1027'2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH METAL
 KZ1027'PIPE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 KZ1027'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 28.4 FEET.
 KZ1027
 KZ1027                          STATION RECOVERY (1986)
 KZ1027
 KZ1027'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1986 (JY)
 KZ1027'RECOVERED IN GOOD CONDITION.
 KZ1027
 KZ1027                          STATION RECOVERY (2004)
 KZ1027
 KZ1027'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1027'WITNESS POST OKAY.
 KZ1027
 KZ1027                          STATION RECOVERY (2005)
 KZ1027
 KZ1027'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0499 ***********************************************************************
 JY0499  DESIGNATION -  B 311
 JY0499  PID         -  JY0499
 JY0499  STATE/COUNTY-  OH/PIKE
 JY0499  USGS QUAD   -  WAVERLY NORTH (1992)
 JY0499
 JY0499                         *CURRENT SURVEY CONTROL
 JY0499  ___________________________________________________________________
 JY0499* NAD 83(1986)-  39 09 35.     (N)    082 53 57.     (W)     SCALED    
 JY0499* NAVD 88     -       182.817  (meters)     599.79   (feet)  ADJUSTED  
 JY0499  ___________________________________________________________________
 JY0499  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JY0499  DYNAMIC HT  -         182.705 (meters)     599.42  (feet)  COMP
 JY0499  MODELED GRAV-     980,013.2   (mgal)                       NAVD 88
 JY0499
 JY0499  VERT ORDER  -  FIRST     CLASS I
 JY0499
 JY0499.The horizontal coordinates were scaled from a topographic map and have
 JY0499.an estimated accuracy of +/- 6 seconds.
 JY0499
 JY0499.The orthometric height was determined by differential leveling
 JY0499.and adjusted by the National Geodetic Survey in June 1991..
 JY0499
 JY0499.The geoid height was determined by GEOID03.
 JY0499
 JY0499.The dynamic height is computed by dividing the NAVD 88
 JY0499.geopotential number by the normal gravity value computed on the
 JY0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0499.degrees latitude (g = 980.6199 gals.).
 JY0499
 JY0499.The modeled gravity was interpolated from observed gravity values.
 JY0499
 JY0499;                    North         East    Units  Estimated Accuracy
 JY0499;SPC OH S     -   128,820.      565,500.      MT  (+/- 180 meters Scaled)
 JY0499
 JY0499                          SUPERSEDED SURVEY CONTROL
 JY0499
 JY0499  NGVD 29 (??/??/92)  182.965  (m)          600.28   (f) ADJ UNCH    1 1
 JY0499
 JY0499.Superseded values are not recommended for survey control.
 JY0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0499.See file dsdata.txt to determine how the superseded data were derived.
 JY0499
 JY0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD359362(NAD 83)
 JY0499_MARKER: DB = BENCH MARK DISK
 JY0499_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 JY0499_SP_SET: UNSPECIFIED DEEP SET
 JY0499_STAMPING: B 311 1967
 JY0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0499+STABILITY: SURFACE MOTION
 JY0499
 JY0499  HISTORY     - Date     Condition        Report By
 JY0499  HISTORY     - 1967     MONUMENTED       CGS
 JY0499
 JY0499                          STATION DESCRIPTION
 JY0499
 JY0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0499'0.8 MI NE FROM OMEGA.
 JY0499'ABOUT 0.75 MILE NORTHEAST ALONG THE NORFOLK AND WESTERN RAILROAD
 JY0499'FROM THE CROSSING OF STATE HIGHWAY 335 AT OMEGA, NEAR A PRIVATE
 JY0499'FARM ROAD CROSSING, 140 FEET WEST OF AND ACROSS THE TRACKS
 JY0499'FROM MILEPOST N 641, 116 FEET NORTHEAST OF THE CENTER OF THE
 JY0499'CROSSING OF THE ROAD AND THE NORTHWEST TRACK, 34 FEET NORTHWEST
 JY0499'OF THE NORTHWEST RAIL, 1.5 FEET SOUTHEAST OF A FENCE LINE, 2 FEET
 JY0499'NORTHEAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 JY0499'TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH
 JY0499'WITH THE GROUND AND PROTECTED BY A 6 INCH METAL PIPE WHICH PROJECTS
 JY0499'2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0462 ***********************************************************************
 MC0462  DESIGNATION -  B 312
 MC0462  PID         -  MC0462
 MC0462  STATE/COUNTY-  OH/SENECA
 MC0462  USGS QUAD   -  TIFFIN SOUTH (1977)
 MC0462
 MC0462                         *CURRENT SURVEY CONTROL
 MC0462  ___________________________________________________________________
 MC0462* NAD 83(1986)-  41 07 27.     (N)    083 12 56.     (W)     SCALED    
 MC0462* NAVD 88     -       231.144  (meters)     758.34   (feet)  POSTED    
 MC0462  ___________________________________________________________________
 MC0462  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 MC0462  DYNAMIC HT  -         231.040 (meters)     758.00  (feet)  COMP
 MC0462  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 MC0462
 MC0462  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MC0462
 MC0462.The horizontal coordinates were scaled from a topographic map and have
 MC0462.an estimated accuracy of +/- 6 seconds.
 MC0462
 MC0462.The orthometric height was determined by differential leveling
 MC0462.and adjusted by the National Geodetic Survey in 1992..
 MC0462.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MC0462.rate of 3.1 thru 4.0 mm/km.
 MC0462
 MC0462.The geoid height was determined by GEOID03.
 MC0462
 MC0462.The dynamic height is computed by dividing the NAVD 88
 MC0462.geopotential number by the normal gravity value computed on the
 MC0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0462.degrees latitude (g = 980.6199 gals.).
 MC0462
 MC0462.The modeled gravity was interpolated from observed gravity values.
 MC0462
 MC0462;                    North         East    Units  Estimated Accuracy
 MC0462;SPC OH N     -   162,100.      539,910.      MT  (+/- 180 meters Scaled)
 MC0462
 MC0462                          SUPERSEDED SURVEY CONTROL
 MC0462
 MC0462  NGVD 29 (??/??/92)  231.328  (m)          758.95   (f) ADJ UNCH    1 1
 MC0462
 MC0462.Superseded values are not recommended for survey control.
 MC0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0462.See file dsdata.txt to determine how the superseded data were derived.
 MC0462
 MC0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF140549(NAD 83)
 MC0462_MARKER: DB = BENCH MARK DISK
 MC0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0462_SP_SET: STEP
 MC0462_STAMPING: B 312 1968
 MC0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0462
 MC0462  HISTORY     - Date     Condition        Report By
 MC0462  HISTORY     - 1968     MONUMENTED       CGS
 MC0462  HISTORY     - 19921022 MARK NOT FOUND   NGS
 MC0462
 MC0462                          STATION DESCRIPTION
 MC0462
 MC0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0462'1.9 MI W FROM TIFFIN.
 MC0462'ABOUT 1.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0462'THE STATION AT TIFFIN, AT MILEPOLE NO. 26-13, SET IN THE TOP OF
 MC0462'THE SECOND STEP (DOWN) TO THE SOUTHEAST WING WALL FOR A 50-FOOT
 MC0462'BRIDGE OVER WOLF CREEK, 14.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 MC0462'EASTBOUND TRACK AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 MC0462
 MC0462                          STATION RECOVERY (1992)
 MC0462
 MC0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0462'THE MONUMENT WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0730 ***********************************************************************
 MC0730  DESIGNATION -  B 313
 MC0730  PID         -  MC0730
 MC0730  STATE/COUNTY-  OH/LUCAS
 MC0730  USGS QUAD   -  TOLEDO (1980)
 MC0730
 MC0730                         *CURRENT SURVEY CONTROL
 MC0730  ___________________________________________________________________
 MC0730* NAD 83(1986)-  41 41 14.     (N)    083 31 01.     (W)     SCALED    
 MC0730* NAVD 88     -       181.681  (meters)     596.07   (feet)  ADJUSTED  
 MC0730  ___________________________________________________________________
 MC0730  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0730  DYNAMIC HT  -         181.611 (meters)     595.84  (feet)  COMP
 MC0730  MODELED GRAV-     980,235.9   (mgal)                       NAVD 88
 MC0730
 MC0730  VERT ORDER  -  FIRST     CLASS I
 MC0730
 MC0730.The horizontal coordinates were scaled from a topographic map and have
 MC0730.an estimated accuracy of +/- 6 seconds.
 MC0730
 MC0730.The orthometric height was determined by differential leveling
 MC0730.and adjusted by the National Geodetic Survey in January 1994..
 MC0730
 MC0730.The geoid height was determined by GEOID03.
 MC0730
 MC0730.The dynamic height is computed by dividing the NAVD 88
 MC0730.geopotential number by the normal gravity value computed on the
 MC0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0730.degrees latitude (g = 980.6199 gals.).
 MC0730
 MC0730.The modeled gravity was interpolated from observed gravity values.
 MC0730
 MC0730;                    North         East    Units  Estimated Accuracy
 MC0730;SPC OH N     -   224,880.      515,340.      MT  (+/- 180 meters Scaled)
 MC0730
 MC0730                          SUPERSEDED SURVEY CONTROL
 MC0730
 MC0730  NAVD 88 (06/15/91)  181.679  (m)          596.06   (f) UNKNOWN     1 1
 MC0730  NGVD 29 (??/??/92)  181.868  (m)          596.68   (f) ADJ UNCH    1 1
 MC0730
 MC0730.Superseded values are not recommended for survey control.
 MC0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0730.See file dsdata.txt to determine how the superseded data were derived.
 MC0730
 MC0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG905181(NAD 83)
 MC0730_MARKER: DB = BENCH MARK DISK
 MC0730_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC0730_SP_SET: WINGWALL
 MC0730_STAMPING: B 313 1968
 MC0730_MARK LOGO: CGS   
 MC0730_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0730+STABILITY: SURFACE MOTION
 MC0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0730+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0730
 MC0730  HISTORY     - Date     Condition        Report By
 MC0730  HISTORY     - 1968     MONUMENTED       CGS
 MC0730  HISTORY     - 1983     GOOD             LOCSUR
 MC0730  HISTORY     - 1985     GOOD             USPSQD
 MC0730  HISTORY     - 1987     GOOD             USPSQD
 MC0730  HISTORY     - 19930715 GOOD             NGS
 MC0730
 MC0730                          STATION DESCRIPTION
 MC0730
 MC0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0730'AT TOLEDO.
 MC0730'AT TOLEDO, ABOUT 0.5 MILE EAST ALONG MANHATTAN BLVD FROM THE
 MC0730'INTERSECTION OF STICKNEY AVENUE, AT THE SOUTHEAST CORNER OF THE
 MC0730'INTERSECTION OF MANHATTAN BLVD AND BUCKEYE STREET, SET ON THE
 MC0730'TOP OF THE WING WALL AT THE SOUTHWEST CORNER OF THE MANHATTAN
 MC0730'BLVD OVERPASS OVER THE SOUTHBOUND LANE OF INTERSTATE HIGHWAY
 MC0730'280, 20 FEET SOUTH OF THE SOUTH CURB OF THE BLVD AND 1 FOOT
 MC0730'ABOVE THE LEVEL OF THE BLVD.
 MC0730
 MC0730                          STATION RECOVERY (1983)
 MC0730
 MC0730'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0730'RECOVERED IN GOOD CONDITION.
 MC0730
 MC0730                          STATION RECOVERY (1985)
 MC0730
 MC0730'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0730'RECOVERED IN GOOD CONDITION.
 MC0730
 MC0730                          STATION RECOVERY (1987)
 MC0730
 MC0730'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0730'RECOVERED IN GOOD CONDITION.
 MC0730
 MC0730                          STATION RECOVERY (1993)
 MC0730
 MC0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0730'IN TOLEDO, AT THE INTERSECTION OF MANHATTAN BOULEVARD AND INTERSTATE
 MC0730'HIGHWAY 280, IN TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF
 MC0730'THE SOUTHWEST CONCRETE WINGWALL OF THE BOULEVARD OVERPASS OF THE
 MC0730'SOUTHBOUND LANES OF THE HIGHWAY, 7.3 M (24.0 FT) SOUTH OF THE
 MC0730'CENTERLINE OF THE EASTBOUND LANES OF THE BOULEVARD, 3.7 M (12.1 FT)
 MC0730'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND
 MC0730'0.8 M (2.6 FT) BELOW THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0089 ***********************************************************************
 MD0089  DESIGNATION -  B 314
 MD0089  PID         -  MD0089
 MD0089  STATE/COUNTY-  OH/PUTNAM
 MD0089  USGS QUAD   -  OTTAWA (1977)
 MD0089
 MD0089                         *CURRENT SURVEY CONTROL
 MD0089  ___________________________________________________________________
 MD0089* NAD 83(1986)-  41 06 05.     (N)    084 01 33.     (W)     SCALED    
 MD0089* NAVD 88     -       234.815  (meters)     770.39   (feet)  ADJUSTED  
 MD0089  ___________________________________________________________________
 MD0089  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MD0089  DYNAMIC HT  -         234.704 (meters)     770.02  (feet)  COMP
 MD0089  MODELED GRAV-     980,147.0   (mgal)                       NAVD 88
 MD0089
 MD0089  VERT ORDER  -  FIRST     CLASS I
 MD0089
 MD0089.The horizontal coordinates were scaled from a topographic map and have
 MD0089.an estimated accuracy of +/- 6 seconds.
 MD0089
 MD0089.The orthometric height was determined by differential leveling
 MD0089.and adjusted by the National Geodetic Survey in June 1991..
 MD0089
 MD0089.The geoid height was determined by GEOID03.
 MD0089
 MD0089.The dynamic height is computed by dividing the NAVD 88
 MD0089.geopotential number by the normal gravity value computed on the
 MD0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0089.degrees latitude (g = 980.6199 gals.).
 MD0089
 MD0089.The modeled gravity was interpolated from observed gravity values.
 MD0089
 MD0089;                    North         East    Units  Estimated Accuracy
 MD0089;SPC OH N     -   160,440.      471,840.      MT  (+/- 180 meters Scaled)
 MD0089
 MD0089                          SUPERSEDED SURVEY CONTROL
 MD0089
 MD0089  NGVD 29 (01/19/93)  234.997  (m)          770.99   (f) ADJUSTED    1 1
 MD0089
 MD0089.Superseded values are not recommended for survey control.
 MD0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0089.See file dsdata.txt to determine how the superseded data were derived.
 MD0089
 MD0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL497542(NAD 83)
 MD0089_MARKER: DB = BENCH MARK DISK
 MD0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0089_SP_SET: CONCRETE POST
 MD0089_STAMPING: B 314 1968
 MD0089_MARK LOGO: CGS   
 MD0089_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MD0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0089+STABILITY: SURFACE MOTION
 MD0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0089+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MD0089
 MD0089  HISTORY     - Date     Condition        Report By
 MD0089  HISTORY     - 1968     MONUMENTED       CGS
 MD0089  HISTORY     - 1984     GOOD             USPSQD
 MD0089  HISTORY     - 19921022 GOOD             NGS
 MD0089
 MD0089                          STATION DESCRIPTION
 MD0089
 MD0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0089'1.6 MI W FROM LEIPSIC.
 MD0089'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 113 FROM THE CROSSING
 MD0089'OF THE DETROIT, TOLEDO AND IRONTON RAILROAD, ABOUT 1.0 MILE EAST
 MD0089'OF THE INTERSECTION OF STATE HIGHWAY 109, NEAR THE JUNCTION OF
 MD0089'COUNTY ROAD NO. 8 E LEADING SOUTH, 154 FEET WEST OF THE CENTER
 MD0089'LINE OF THE COUNTY ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE
 MD0089'HIGHWAY, 6 1/2 FEET WEST OF A CABLE LINE POLE, 2 FEET NORTH OF
 MD0089'A FENCE LINE, 2 FEET EAST OF A METAL WITNESS POST, 1 1/2 FEET
 MD0089'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 MD0089'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.  IN
 MD0089'SECTION 26, R 7 E, T 2 N.
 MD0089
 MD0089                          STATION RECOVERY (1984)
 MD0089
 MD0089'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD0089'RECOVERED IN GOOD CONDITION.
 MD0089
 MD0089                          STATION RECOVERY (1992)
 MD0089
 MD0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0089'3.6 KM (2.25 MI) WESTERLY ALONG STATE HIGHWAY 613 FROM THE JUNCTION
 MD0089'OF STATE HIGHWAY 65 IN LEIPSIC, 46.9 M (153.9 FT) WEST OF THE CENTER
 MD0089'OF COUNTY ROAD 8 E, 8.5 M (27.9 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MD0089'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH
 MD0089'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 MD0089'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0227 ***********************************************************************
 MD0227  DESIGNATION -  B 315
 MD0227  PID         -  MD0227
 MD0227  STATE/COUNTY-  OH/PAULDING
 MD0227  USGS QUAD   -  LATTY (1973)
 MD0227
 MD0227                         *CURRENT SURVEY CONTROL
 MD0227  ___________________________________________________________________
 MD0227* NAD 83(1986)-  41 05 32.     (N)    084 34 24.     (W)     SCALED    
 MD0227* NAVD 88     -       221.914  (meters)     728.06   (feet)  ADJUSTED  
 MD0227  ___________________________________________________________________
 MD0227  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MD0227  DYNAMIC HT  -         221.820 (meters)     727.75  (feet)  COMP
 MD0227  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 MD0227
 MD0227  VERT ORDER  -  FIRST     CLASS I
 MD0227
 MD0227.The horizontal coordinates were scaled from a topographic map and have
 MD0227.an estimated accuracy of +/- 6 seconds.
 MD0227
 MD0227.The orthometric height was determined by differential leveling
 MD0227.and adjusted by the National Geodetic Survey in April 1995..
 MD0227
 MD0227.The geoid height was determined by GEOID03.
 MD0227
 MD0227.The dynamic height is computed by dividing the NAVD 88
 MD0227.geopotential number by the normal gravity value computed on the
 MD0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0227.degrees latitude (g = 980.6199 gals.).
 MD0227
 MD0227.The modeled gravity was interpolated from observed gravity values.
 MD0227
 MD0227;                    North         East    Units  Estimated Accuracy
 MD0227;SPC OH N     -   160,370.      425,830.      MT  (+/- 180 meters Scaled)
 MD0227
 MD0227                          SUPERSEDED SURVEY CONTROL
 MD0227
 MD0227  NAVD 88 (06/15/91)  221.910  (m)          728.05   (f) UNKNOWN     1 1
 MD0227  NGVD 29 (01/19/93)  222.070  (m)          728.57   (f) ADJUSTED    1 1
 MD0227
 MD0227.Superseded values are not recommended for survey control.
 MD0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0227.See file dsdata.txt to determine how the superseded data were derived.
 MD0227
 MD0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL038518(NAD 83)
 MD0227_MARKER: DB = BENCH MARK DISK
 MD0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0227_SP_SET: CONCRETE POST
 MD0227_STAMPING: B 315 1968
 MD0227_MARK LOGO: CGS   
 MD0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0227+STABILITY: SURFACE MOTION
 MD0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0227+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0227
 MD0227  HISTORY     - Date     Condition        Report By
 MD0227  HISTORY     - 1968     MONUMENTED       CGS
 MD0227  HISTORY     - 19921020 GOOD             NGS
 MD0227
 MD0227                          STATION DESCRIPTION
 MD0227
 MD0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0227'0.5 MI E FROM LATTY.
 MD0227'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 113 FROM THE CROSSING
 MD0227'OF THE PENN CENTRAL RAILROAD AT LATTY, NEAR THE INTERSECTION OF
 MD0227'U.S. HIGHWAY 127, 178 FEET NORTHEAST OF THE CENTER OF THE
 MD0227'INTERSECTION, 170 FEET NORTH OF THE CENTER LINE OF HIGHWAY 113,
 MD0227'36 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 127, 2 1/2 FEET
 MD0227'SOUTH OF CABLE LINE POLE (SECOND POLE NORTH OF THE INTERSECTION
 MD0227'OF HIGHWAYS), 2.0 FEET NORTH OF A METAL WITNESS POST, 1 1/2 FEET
 MD0227'BELOW THE LEVEL OF THE U.S. HIGHWAY AND SET IN THE TOP OF A
 MD0227'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 MD0227'IN SECTION 30, R3E, T2N.
 MD0227
 MD0227                          STATION RECOVERY (1992)
 MD0227
 MD0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0227'13.4 KM (8.30 MI) EASTERLY ALONG STATE HIGHWAY 613 FROM THE POST
 MD0227'OFFICE IN PAYNE, 51.8 M (169.9 FT) NORTH OF THE HIGHWAY CENTERLINE,
 MD0227'11.2 M (36.7 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 127, 1.4 M
 MD0227'(4.6 FT) SOUTH OF A UTILITY POLE WITH A GUY CABLE AN UNDERGROUND
 MD0227'CABLE JUNCTION BOX, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE U.S.
 MD0227'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 MD0227'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1031 ***********************************************************************
 MC1031  DESIGNATION -  B 316
 MC1031  PID         -  MC1031
 MC1031  STATE/COUNTY-  OH/LUCAS
 MC1031  USGS QUAD   -  TOLEDO (1980)
 MC1031
 MC1031                         *CURRENT SURVEY CONTROL
 MC1031  ___________________________________________________________________
 MC1031* NAD 83(1986)-  41 38 17.     (N)    083 32 43.     (W)     SCALED    
 MC1031* NAVD 88     -       185.184  (meters)     607.56   (feet)  ADJUSTED  
 MC1031  ___________________________________________________________________
 MC1031  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 MC1031  DYNAMIC HT  -         185.112 (meters)     607.32  (feet)  COMP
 MC1031  MODELED GRAV-     980,231.1   (mgal)                       NAVD 88
 MC1031
 MC1031  VERT ORDER  -  FIRST     CLASS II
 MC1031
 MC1031.The horizontal coordinates were scaled from a topographic map and have
 MC1031.an estimated accuracy of +/- 6 seconds.
 MC1031
 MC1031.The orthometric height was determined by differential leveling
 MC1031.and adjusted by the National Geodetic Survey in June 1991..
 MC1031
 MC1031.The geoid height was determined by GEOID03.
 MC1031
 MC1031.The dynamic height is computed by dividing the NAVD 88
 MC1031.geopotential number by the normal gravity value computed on the
 MC1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1031.degrees latitude (g = 980.6199 gals.).
 MC1031
 MC1031.The modeled gravity was interpolated from observed gravity values.
 MC1031
 MC1031;                    North         East    Units  Estimated Accuracy
 MC1031;SPC OH N     -   219,440.      512,910.      MT  (+/- 180 meters Scaled)
 MC1031
 MC1031                          SUPERSEDED SURVEY CONTROL
 MC1031
 MC1031  NGVD 29 (06/03/92)  185.381  (m)          608.20   (f) ADJUSTED    1 2
 MC1031
 MC1031.Superseded values are not recommended for survey control.
 MC1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1031.See file dsdata.txt to determine how the superseded data were derived.
 MC1031
 MC1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG880127(NAD 83)
 MC1031_MARKER: I = METAL ROD
 MC1031_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1031_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1031_STAMPING: B 316 1980
 MC1031_MARK LOGO: NGS   
 MC1031_PROJECTION: FLUSH
 MC1031_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC1031+STABILITY: POSITION/ELEVATION WELL
 MC1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1031+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC1031_ROD/PIPE-DEPTH: 12.2 meters
 MC1031_SLEEVE-DEPTH  : 6.1 meters
 MC1031
 MC1031  HISTORY     - Date     Condition        Report By
 MC1031  HISTORY     - 1980     MONUMENTED       NGS
 MC1031  HISTORY     - 19930715 GOOD             NGS
 MC1031
 MC1031                          STATION DESCRIPTION
 MC1031
 MC1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1031'IN TOLEDO.
 MC1031'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 MC1031'IN TOLEDO, NEAR THE JUNCTION OF BROADWAY AND LOGAN STREET, JUST
 MC1031'NORTHEAST OF INTERSTATE HIGHWAY 75 BRIDGE OVER BROADWAY, 37.8 METERS
 MC1031'(124 FEET) SOUTHWEST OF THE SOUTHWEST CURB OF LOGAN STREET, 10.4
 MC1031'METERS (34.0 FEET) SOUTHEAST OF THE SOUTHEAST CURB OF BROADWAY,
 MC1031'4.85 METERS (15.9 FEET) NORTHEAST OF THE NORTHEAST EDGE OF THE FIRST
 MC1031'CONCRETE PIER ON THE SOUTHEAST SIDE OF BROADWAY FOR THE I-75 BRIDGE
 MC1031'OVER BROADWAY.
 MC1031
 MC1031                          STATION RECOVERY (1993)
 MC1031
 MC1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC1031'IN TOLEDO, AT THE INTERSECTION OF BROADWAY AND LOGAN STREETS, 42.4 M
 MC1031'(139.1 FT) SOUTHWEST OF THE CENTERLINE OF LOGAN STREET, 13.5 M (44.3
 MC1031'FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF BROADWAY
 MC1031'STREET, 12.6 M (41.3 FT) SOUTH-SOUTHWEST OF A UTILITY LIGHT POLE,
 MC1031'10.4 M (34.1 FT) SOUTHEAST OF THE SOUTHEAST CURB OF BROADWAY STREET,
 MC1031'5.0 M (16.4 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE FIRST PIER
 MC1031'SOUTHEAST OF INTERSTATE HIGHWAY 75 OVERPASS OF BROADWAY STREET, AND
 MC1031'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE
 MC1031'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1008 ***********************************************************************
 MC1008  DESIGNATION -  B 317
 MC1008  PID         -  MC1008
 MC1008  STATE/COUNTY-  OH/OTTAWA
 MC1008  USGS QUAD   -  LACARNE (1980)
 MC1008
 MC1008                         *CURRENT SURVEY CONTROL
 MC1008  ___________________________________________________________________
 MC1008* NAD 83(1986)-  41 31 10.     (N)    083 04 39.     (W)     SCALED    
 MC1008* NAVD 88     -       176.254  (meters)     578.26   (feet)  ADJUSTED  
 MC1008  ___________________________________________________________________
 MC1008  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC1008  DYNAMIC HT  -         176.182 (meters)     578.02  (feet)  COMP
 MC1008  MODELED GRAV-     980,211.7   (mgal)                       NAVD 88
 MC1008
 MC1008  VERT ORDER  -  FIRST     CLASS II
 MC1008
 MC1008.The horizontal coordinates were scaled from a topographic map and have
 MC1008.an estimated accuracy of +/- 6 seconds.
 MC1008
 MC1008.The orthometric height was determined by differential leveling
 MC1008.and adjusted by the National Geodetic Survey in June 1991..
 MC1008
 MC1008.The geoid height was determined by GEOID03.
 MC1008
 MC1008.The dynamic height is computed by dividing the NAVD 88
 MC1008.geopotential number by the normal gravity value computed on the
 MC1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1008.degrees latitude (g = 980.6199 gals.).
 MC1008
 MC1008.The modeled gravity was interpolated from observed gravity values.
 MC1008
 MC1008;                    North         East    Units  Estimated Accuracy
 MC1008;SPC OH N     -   205,910.      551,800.      MT  (+/- 180 meters Scaled)
 MC1008
 MC1008                          SUPERSEDED SURVEY CONTROL
 MC1008
 MC1008  NGVD 29 (06/03/92)  176.458  (m)          578.93   (f) ADJUSTED    1 2
 MC1008
 MC1008.Superseded values are not recommended for survey control.
 MC1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1008.See file dsdata.txt to determine how the superseded data were derived.
 MC1008
 MC1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF266985(NAD 83)
 MC1008_MARKER: I = METAL ROD
 MC1008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC1008_SP_SET: STAINLESS STEEL ROD
 MC1008_STAMPING: B 317 1980
 MC1008_PROJECTION: FLUSH
 MC1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1008+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 MC1008_ROD/PIPE-DEPTH: 6.1  meters
 MC1008
 MC1008  HISTORY     - Date     Condition        Report By
 MC1008  HISTORY     - 1980     MONUMENTED       NGS
 MC1008  HISTORY     - 20040729 GOOD             OHDT
 MC1008
 MC1008                          STATION DESCRIPTION
 MC1008
 MC1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1008'5.6 KM EAST FROM OAK HARBOR.
 MC1008'5.6 KILOMETERS (3.5 MILES) EAST ALONG THE PENN CENTRAL RAILROAD FROM
 MC1008'THE CROSSING OF STATE HIGHWAY 19 AT OAK HARBOR, AT THE CROSSING OF
 MC1008'BROKATE ROAD, SET BETWEEN TWO LEGS OF A POWER POLE, 13.4 METERS
 MC1008'(45.0 FEET) EAST OF THE CENTER OF THE ROAD, 12.45 METERS (40.8 FEET)
 MC1008'SOUTH OF THE SOUTH RAIL OF THE TRACKS, 1.1 METERS (3.6 FEET) NORTH OF
 MC1008'THE SOUTHERLY LEG OF THE POWER POLE, 1.0 METER (3.3 FEET) SOUTH OF THE
 MC1008'MOST NORTHERLY OF THE TWO LEGS OF THE POWER POLE.
 MC1008'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MC1008'THE MARK IS 4.0 M BELOW TRACKS.
 MC1008
 MC1008                          STATION RECOVERY (2004)
 MC1008
 MC1008'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1008'POWER POLES HAVE BEEN CUT OFF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0967 ***********************************************************************
 MC0967  DESIGNATION -  B 318
 MC0967  PID         -  MC0967
 MC0967  STATE/COUNTY-  OH/ERIE
 MC0967  USGS QUAD   -  CASTALIA (1969)
 MC0967
 MC0967                         *CURRENT SURVEY CONTROL
 MC0967  ___________________________________________________________________
 MC0967* NAD 83(1986)-  41 27 06.     (N)    082 46 47.     (W)     SCALED    
 MC0967* NAVD 88     -       174.970  (meters)     574.05   (feet)  ADJUSTED  
 MC0967  ___________________________________________________________________
 MC0967  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 MC0967  DYNAMIC HT  -         174.897 (meters)     573.81  (feet)  COMP
 MC0967  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 MC0967
 MC0967  VERT ORDER  -  FIRST     CLASS II
 MC0967
 MC0967.The horizontal coordinates were scaled from a topographic map and have
 MC0967.an estimated accuracy of +/- 6 seconds.
 MC0967
 MC0967.The orthometric height was determined by differential leveling
 MC0967.and adjusted by the National Geodetic Survey in June 1991..
 MC0967
 MC0967.The geoid height was determined by GEOID03.
 MC0967
 MC0967.The dynamic height is computed by dividing the NAVD 88
 MC0967.geopotential number by the normal gravity value computed on the
 MC0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0967.degrees latitude (g = 980.6199 gals.).
 MC0967
 MC0967.The modeled gravity was interpolated from observed gravity values.
 MC0967
 MC0967;                    North         East    Units  Estimated Accuracy
 MC0967;SPC OH N     -   198,260.      576,630.      MT  (+/- 180 meters Scaled)
 MC0967
 MC0967                          SUPERSEDED SURVEY CONTROL
 MC0967
 MC0967  NGVD 29 (06/03/92)  175.186  (m)          574.76   (f) ADJUSTED    1 2
 MC0967
 MC0967.Superseded values are not recommended for survey control.
 MC0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0967.See file dsdata.txt to determine how the superseded data were derived.
 MC0967
 MC0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF513904(NAD 83)
 MC0967_MARKER: I = METAL ROD
 MC0967_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0967_SP_SET: STAINLESS STEEL ROD
 MC0967_STAMPING: B 318 1980
 MC0967_PROJECTION: FLUSH
 MC0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0967+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 MC0967_ROD/PIPE-DEPTH: 12.1 meters
 MC0967
 MC0967  HISTORY     - Date     Condition        Report By
 MC0967  HISTORY     - 1980     MONUMENTED       NGS
 MC0967  HISTORY     - 20040803 GOOD             OHDT
 MC0967
 MC0967                          STATION DESCRIPTION
 MC0967
 MC0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0967'4.1 KM NW FROM SANDUSKY.
 MC0967'3.1 KILOMETERS (1.95 MILES) WEST-NORTHWEST ALONG U.S. HIGHWAY 6 FROM
 MC0967'THE JUNCTION OF STATE HIGHWAYS 101 AND 412 ON THE WEST SIDE OF
 MC0967'SANDUSKY, THENCE CONTINUE NORTHWEST ON VENICE ROAD FOR 1.0 KILOMETER
 MC0967'(0.6 MILE), AT THE R AND R TAVERN (A BLOCK BUILDING), 20.7 METERS
 MC0967'(68.0 FEET) SOUTHWEST OF THE CNETER LINE OF THE HIGHWAY, 47.2 METERS
 MC0967'(155.0 FEET) SOUTHEAST OF THE EAST CORNER OF THE TAVERN, 4.45 METERS
 MC0967'(14.6 FEET) NORTH OF A 14-INCH TREE, AND 1.6 METERS (5.3 FEET)
 MC0967'NORTHEAST OF POWER POLE NUMBER 485 A 3 7.
 MC0967'THE MARK IS 0.5 M BELOW HIGHWAY.
 MC0967
 MC0967                          STATION RECOVERY (2004)
 MC0967
 MC0967'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0967'BAR IS NOW HUNTERS SPORTS BAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0926 ***********************************************************************
 MC0926  DESIGNATION -  B 319
 MC0926  PID         -  MC0926
 MC0926  STATE/COUNTY-  OH/ERIE
 MC0926  USGS QUAD   -  VERMILION WEST (1979)
 MC0926
 MC0926                         *CURRENT SURVEY CONTROL
 MC0926  ___________________________________________________________________
 MC0926* NAD 83(1986)-  41 25 06.     (N)    082 22 39.     (W)     SCALED    
 MC0926* NAVD 88     -       181.588  (meters)     595.76   (feet)  ADJUSTED  
 MC0926  ___________________________________________________________________
 MC0926  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 MC0926  DYNAMIC HT  -         181.515 (meters)     595.52  (feet)  COMP
 MC0926  MODELED GRAV-     980,217.8   (mgal)                       NAVD 88
 MC0926
 MC0926  VERT ORDER  -  FIRST     CLASS II
 MC0926
 MC0926.The horizontal coordinates were scaled from a topographic map and have
 MC0926.an estimated accuracy of +/- 6 seconds.
 MC0926
 MC0926.The orthometric height was determined by differential leveling
 MC0926.and adjusted by the National Geodetic Survey in June 1991..
 MC0926
 MC0926.The geoid height was determined by GEOID03.
 MC0926
 MC0926.The dynamic height is computed by dividing the NAVD 88
 MC0926.geopotential number by the normal gravity value computed on the
 MC0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0926.degrees latitude (g = 980.6199 gals.).
 MC0926
 MC0926.The modeled gravity was interpolated from observed gravity values.
 MC0926
 MC0926;                    North         East    Units  Estimated Accuracy
 MC0926;SPC OH N     -   194,530.      610,240.      MT  (+/- 180 meters Scaled)
 MC0926
 MC0926                          SUPERSEDED SURVEY CONTROL
 MC0926
 MC0926  NGVD 29 (06/03/92)  181.824  (m)          596.53   (f) ADJUSTED    1 2
 MC0926
 MC0926.Superseded values are not recommended for survey control.
 MC0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0926.See file dsdata.txt to determine how the superseded data were derived.
 MC0926
 MC0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF848861(NAD 83)
 MC0926_MARKER: I = METAL ROD
 MC0926_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0926_SP_SET: STAINLESS STEEL ROD
 MC0926_STAMPING: B 319 1980
 MC0926_PROJECTION: FLUSH
 MC0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0926+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 MC0926_ROD/PIPE-DEPTH: 3.6  meters
 MC0926
 MC0926  HISTORY     - Date     Condition        Report By
 MC0926  HISTORY     - 1980     MONUMENTED       NGS
 MC0926  HISTORY     - 20040819 GOOD             OHDT
 MC0926
 MC0926                          STATION DESCRIPTION
 MC0926
 MC0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0926'1.7 KM WEST FROM VERMILION.
 MC0926'1.7 KILOMETERS (1.05 MILES) WEST ALONG US HIGHWAY 6 FROM THE WEST END
 MC0926'OF THE BRIDGE OVER VERMILION RIVER IN VERMILION, AT THE JUNCTION OF
 MC0926'ADAM STREET, SET IN THE LAWN ON THE SOUTHWEST SIDE OF A ONE-STORY
 MC0926'BRICK HOUSE, 17.85 METERS (58.5 FEET) NORTH OF THE CENTER LINE OF THE
 MC0926'WESTBOUND LANES OF THE HIGHWAY, 6.4 METERS (21.0 FEET) EAST OF THE
 MC0926'CENTER LINE OF ADAM STREET, 6.1 METERS (20.0 FEET) WEST-SOUTHWEST OF
 MC0926'THE SOUTHWEST CORNER OF THE GARAGE TO THE HOUSE, 1.4 METERS (4.6 FEET)
 MC0926'SOUTH OF THE SOUTH EDGE OF A SIDEWALK RUNNING ALONG SIDE OF THE
 MC0926'CONCRETE DRIVE LEADING TO THE GARAGE.
 MC0926'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MC0926
 MC0926                          STATION RECOVERY (2004)
 MC0926
 MC0926'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0926'NEW REFERENCE TIES
 MC0926'58.5 FEET NORTH OF CENTER OF WESTBOUND LANES
 MC0926'21.0 FEET EAST OF CENTER OF ROAD TO HAPPINESS
 MC0926'20.0 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF GARAGE
 MC0926'4.6 FEET SOUTH OF SOUTH EDGE OF WALK-DRIVE
 MC0926' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1468 ***********************************************************************
 KY1468  DESIGNATION -  B 32
 KY1468  PID         -  KY1468
 KY1468  STATE/COUNTY-  OH/COSHOCTON
 KY1468  USGS QUAD   -  KILLBUCK (1994)
 KY1468
 KY1468                         *CURRENT SURVEY CONTROL
 KY1468  ___________________________________________________________________
 KY1468* NAD 83(1986)-  40 23 58.     (N)    081 56 43.     (W)     SCALED    
 KY1468* NAVD 88     -       242.652  (meters)     796.10   (feet)  ADJUSTED  
 KY1468  ___________________________________________________________________
 KY1468  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KY1468  DYNAMIC HT  -         242.534 (meters)     795.71  (feet)  COMP
 KY1468  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 KY1468
 KY1468  VERT ORDER  -  SECOND    CLASS 0
 KY1468
 KY1468.The horizontal coordinates were scaled from a topographic map and have
 KY1468.an estimated accuracy of +/- 6 seconds.
 KY1468
 KY1468.The orthometric height was determined by differential leveling
 KY1468.and adjusted by the National Geodetic Survey in June 1991..
 KY1468
 KY1468.The geoid height was determined by GEOID03.
 KY1468
 KY1468.The dynamic height is computed by dividing the NAVD 88
 KY1468.geopotential number by the normal gravity value computed on the
 KY1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1468.degrees latitude (g = 980.6199 gals.).
 KY1468
 KY1468.The modeled gravity was interpolated from observed gravity values.
 KY1468
 KY1468;                    North         East    Units  Estimated Accuracy
 KY1468;SPC OH N     -    81,520.      647,090.      MT  (+/- 180 meters Scaled)
 KY1468
 KY1468                          SUPERSEDED SURVEY CONTROL
 KY1468
 KY1468  NGVD 29 (??/??/92)  242.863  (m)          796.79   (f) ADJ UNCH    2 0
 KY1468
 KY1468.Superseded values are not recommended for survey control.
 KY1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1468.See file dsdata.txt to determine how the superseded data were derived.
 KY1468
 KY1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME197725(NAD 83)
 KY1468_MARKER: DB = BENCH MARK DISK
 KY1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1468_STAMPING: B 32 1934
 KY1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1468+STABILITY: SURFACE MOTION
 KY1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1468+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004
 KY1468
 KY1468  HISTORY     - Date     Condition        Report By
 KY1468  HISTORY     - 1934     MONUMENTED       CGS
 KY1468  HISTORY     - 1962     POOR             USGS
 KY1468  HISTORY     - 1986     MARK NOT FOUND   USGS
 KY1468  HISTORY     - 20040519 GOOD             USPSQD
 KY1468
 KY1468                          STATION DESCRIPTION
 KY1468
 KY1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1468'1.3 MI E FROM BLISSFIELD.
 KY1468'1.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1468'AT BLISSFIELD, COSHOCTON COUNTY, 0.4 MILE NORTH OF A COVERED
 KY1468'HIGHWAY BRIDGE OVER KILLBUCK CREEK, 180 FEET SOUTH OF A WHITE
 KY1468'FARMHOUSE, AT A GRAVEL-ROAD CROSSING, 30 FEET WEST OF THE
 KY1468'CENTERLINE OF THE ROAD, 12 FEET SOUTH OF THE SOUTH RAIL, AND
 KY1468'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED B 32 1934 AND
 KY1468'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 KY1468'GROUND.
 KY1468
 KY1468                          STATION RECOVERY (1962)
 KY1468
 KY1468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 KY1468'MARK RECOVERED IN POOR CONDITION.
 KY1468
 KY1468                          STATION RECOVERY (1986)
 KY1468
 KY1468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DAC)
 KY1468'MARK NOT FOUND.
 KY1468
 KY1468                          STATION RECOVERY (2004)
 KY1468
 KY1468'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0889 ***********************************************************************
 MC0889  DESIGNATION -  B 320
 MC0889  PID         -  MC0889
 MC0889  STATE/COUNTY-  OH/LORAIN
 MC0889  USGS QUAD   -  GRAFTON (1979)
 MC0889
 MC0889                         *CURRENT SURVEY CONTROL
 MC0889  ___________________________________________________________________
 MC0889* NAD 83(1986)-  41 30 48.     (N)    082 00 29.     (W)     SCALED    
 MC0889* NAVD 88     -       181.800  (meters)     596.46   (feet)  ADJUSTED  
 MC0889  ___________________________________________________________________
 MC0889  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 MC0889  DYNAMIC HT  -         181.731 (meters)     596.23  (feet)  COMP
 MC0889  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 MC0889
 MC0889  VERT ORDER  -  FIRST     CLASS II
 MC0889
 MC0889.The horizontal coordinates were scaled from a topographic map and have
 MC0889.an estimated accuracy of +/- 6 seconds.
 MC0889
 MC0889.The orthometric height was determined by differential leveling
 MC0889.and adjusted by the National Geodetic Survey in June 1991..
 MC0889
 MC0889.The geoid height was determined by GEOID03.
 MC0889
 MC0889.The dynamic height is computed by dividing the NAVD 88
 MC0889.geopotential number by the normal gravity value computed on the
 MC0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0889.degrees latitude (g = 980.6199 gals.).
 MC0889
 MC0889.The modeled gravity was interpolated from observed gravity values.
 MC0889
 MC0889;                    North         East    Units  Estimated Accuracy
 MC0889;SPC OH N     -   205,180.      641,070.      MT  (+/- 180 meters Scaled)
 MC0889
 MC0889                          SUPERSEDED SURVEY CONTROL
 MC0889
 MC0889  NGVD 29 (06/03/92)  182.046  (m)          597.26   (f) ADJUSTED    1 2
 MC0889
 MC0889.Superseded values are not recommended for survey control.
 MC0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0889.See file dsdata.txt to determine how the superseded data were derived.
 MC0889
 MC0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF158962(NAD 83)
 MC0889_MARKER: I = METAL ROD
 MC0889_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0889_SP_SET: STAINLESS STEEL ROD
 MC0889_STAMPING: B 320 1980
 MC0889_PROJECTION: FLUSH
 MC0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0889+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MC0889_ROD/PIPE-DEPTH: 4.8  meters
 MC0889
 MC0889  HISTORY     - Date     Condition        Report By
 MC0889  HISTORY     - 1980     MONUMENTED       NGS
 MC0889  HISTORY     - 19951125 POOR             USPSQD
 MC0889  HISTORY     - 20040830 GOOD             OHDT
 MC0889
 MC0889                          STATION DESCRIPTION
 MC0889
 MC0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0889'IN AVON LAKE.
 MC0889'IN AVON LAKE, SET IN THE NORTHWEST CORNER OF THE LAWN OF HOUSE NUMBER
 MC0889'32539 LAKE ROAD (US HIGHWAY 6 AND STATE HIGHWAY 2), BETWEEN HERRMANN
 MC0889'AND ARMOUR ROAD, 0.88 KILOMETERS (0.55 MILE) EAST OF THE JUNCTION OF
 MC0889'STATE HIGHWAY 83, 20.31 METERS (66.6 FEET) NORTH OF THE NORTHWEST
 MC0889'CORNER OF HOUSE NUMBER 32539, 7.32 METERS (24.0 FEET) SOUTH OF THE
 MC0889'CENTER LINE OF HIGHWAY 6 AND 2, 5.30 METERS (17.4 FEET) NORTHWEST
 MC0889'OF THE NORTHWEST CORNER OF THE CONCRETE SLAB 2 CAR PARKING AREA OF
 MC0889'HOUSE 32539, 0.91 METER (3.0 FEET) EAST OF TELEPHONE CABLE POLE
 MC0889'NUMBER 279492.
 MC0889'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MC0889
 MC0889                          STATION RECOVERY (1995)
 MC0889
 MC0889'RECOVERY NOTE BY US POWER SQUADRON 1995
 MC0889'MARK RECOVERED IN POOR CONDITION.
 MC0889
 MC0889                          STATION RECOVERY (2004)
 MC0889
 MC0889'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0889'LID TO COLLAR MISSING.  COLLAR FILLED WITH DIRT.  3D ROD FOUND INTACT.
 MC0889' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0940 ***********************************************************************
 MC0940  DESIGNATION -  B 321
 MC0940  PID         -  MC0940
 MC0940  STATE/COUNTY-  OH/ERIE
 MC0940  USGS QUAD   -  HURON (1979)
 MC0940
 MC0940                         *CURRENT SURVEY CONTROL
 MC0940  ___________________________________________________________________
 MC0940* NAD 83(1986)-  41 23 24.     (N)    082 33 25.     (W)     SCALED    
 MC0940* NAVD 88     -       180.815  (meters)     593.22   (feet)  ADJUSTED  
 MC0940  ___________________________________________________________________
 MC0940  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 MC0940  DYNAMIC HT  -         180.741 (meters)     592.98  (feet)  COMP
 MC0940  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 MC0940
 MC0940  VERT ORDER  -  FIRST     CLASS II
 MC0940
 MC0940.The horizontal coordinates were scaled from a topographic map and have
 MC0940.an estimated accuracy of +/- 6 seconds.
 MC0940
 MC0940.The orthometric height was determined by differential leveling
 MC0940.and adjusted by the National Geodetic Survey in June 1991..
 MC0940
 MC0940.The geoid height was determined by GEOID03.
 MC0940
 MC0940.The dynamic height is computed by dividing the NAVD 88
 MC0940.geopotential number by the normal gravity value computed on the
 MC0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0940.degrees latitude (g = 980.6199 gals.).
 MC0940
 MC0940.The modeled gravity was interpolated from observed gravity values.
 MC0940
 MC0940;                    North         East    Units  Estimated Accuracy
 MC0940;SPC OH N     -   191,370.      595,240.      MT  (+/- 180 meters Scaled)
 MC0940
 MC0940                          SUPERSEDED SURVEY CONTROL
 MC0940
 MC0940  NGVD 29 (06/03/92)  181.042  (m)          593.97   (f) ADJUSTED    1 2
 MC0940
 MC0940.Superseded values are not recommended for survey control.
 MC0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0940.See file dsdata.txt to determine how the superseded data were derived.
 MC0940
 MC0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF698832(NAD 83)
 MC0940_MARKER: I = METAL ROD
 MC0940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC0940_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC0940_STAMPING: B 321 1980
 MC0940_PROJECTION: FLUSH
 MC0940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0940+STABILITY: POSITION/ELEVATION WELL
 MC0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0940+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 MC0940_ROD/PIPE-DEPTH: 11.3 meters
 MC0940_SLEEVE-DEPTH  : 3.0 meters
 MC0940
 MC0940  HISTORY     - Date     Condition        Report By
 MC0940  HISTORY     - 1980     MONUMENTED       NGS
 MC0940  HISTORY     - 20040818 GOOD             OHDT
 MC0940
 MC0940                          STATION DESCRIPTION
 MC0940
 MC0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0940'IN HURON.
 MC0940'IN HURON, AT THE CITY OF HURON FIRE DIVISION 413 MAIN STREET, SET IN
 MC0940'THE FRONT LAWN AND IS SOUTHEAST OF THE CONCRETE BASE OF A METAL FLAG
 MC0940'POLE FOR THE FIRE DIVISION BUILDING, 0.16 KILOMETER (0.10 MILE)
 MC0940'NORTHEAST OF THE JUNCTION OF CLEVELAND ROAD (US HIGHWAY 6 AND STATE
 MC0940'HIGHWAY 2, 16.6 METERS (54.4 FEET) NORTHWEST OF THE CENTER LINE OF
 MC0940'MAIN STREET, 8.5 METERS (27.9 FEET) SOUTH OF THE EAST CORNER OF THE
 MC0940'FIRE DIVISION BUILDING, 4.05 METERS (13.3 FEET) NORTHWEST OF THE
 MC0940'NORTHWEST EDGE OF THE CONCRETE DRIVEWAY FOR THE ENGINE HOUSE, 1.01
 MC0940'METERS (3.3 FEET) EAST OF THE SOUTH CORNER OF THE 3 BY 3-FOOT CONCRETE
 MC0940'BASE OF THE METAL FLAG POLE.
 MC0940'THE MARK IS ABOVE LEVEL WITH GROUND.
 MC0940
 MC0940                          STATION RECOVERY (2004)
 MC0940
 MC0940'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1556 ***********************************************************************
 MB1556  DESIGNATION -  B 322
 MB1556  PID         -  MB1556
 MB1556  STATE/COUNTY-  OH/CUYAHOGA
 MB1556  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1556
 MB1556                         *CURRENT SURVEY CONTROL
 MB1556  ___________________________________________________________________
 MB1556* NAD 83(1986)-  41 30 45.     (N)    081 40 21.     (W)     SCALED    
 MB1556* NAVD 88     -       192.437  (meters)     631.35   (feet)  ADJUSTED  
 MB1556  ___________________________________________________________________
 MB1556  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB1556  DYNAMIC HT  -         192.361 (meters)     631.10  (feet)  COMP
 MB1556  MODELED GRAV-     980,227.2   (mgal)                       NAVD 88
 MB1556
 MB1556  VERT ORDER  -  FIRST     CLASS II
 MB1556
 MB1556.The horizontal coordinates were scaled from a topographic map and have
 MB1556.an estimated accuracy of +/- 6 seconds.
 MB1556
 MB1556.The orthometric height was determined by differential leveling
 MB1556.and adjusted by the National Geodetic Survey in June 1991..
 MB1556
 MB1556.The geoid height was determined by GEOID03.
 MB1556
 MB1556.The dynamic height is computed by dividing the NAVD 88
 MB1556.geopotential number by the normal gravity value computed on the
 MB1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1556.degrees latitude (g = 980.6199 gals.).
 MB1556
 MB1556.The modeled gravity was interpolated from observed gravity values.
 MB1556
 MB1556;                    North         East    Units  Estimated Accuracy
 MB1556;SPC OH N     -   205,300.      669,080.      MT  (+/- 180 meters Scaled)
 MB1556
 MB1556                          SUPERSEDED SURVEY CONTROL
 MB1556
 MB1556  NGVD 29 (06/03/92)  192.668  (m)          632.11   (f) ADJUSTED    1 2
 MB1556
 MB1556.Superseded values are not recommended for survey control.
 MB1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1556.See file dsdata.txt to determine how the superseded data were derived.
 MB1556
 MB1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF438958(NAD 83)
 MB1556_MARKER: I = METAL ROD
 MB1556_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1556_SP_SET: STAINLESS STEEL ROD
 MB1556_STAMPING: B 322 1981
 MB1556_MARK LOGO: NGS   
 MB1556_PROJECTION: FLUSH
 MB1556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1556+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 MB1556_ROD/PIPE-DEPTH: 18.3 meters
 MB1556
 MB1556  HISTORY     - Date     Condition        Report By
 MB1556  HISTORY     - 1981     MONUMENTED       NGS
 MB1556  HISTORY     - 19891005 GOOD             NGS
 MB1556  HISTORY     - 20040920 GOOD             OHDT
 MB1556  HISTORY     - 20060625 GOOD             GEOCAC
 MB1556
 MB1556                          STATION DESCRIPTION
 MB1556
 MB1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1556'IN CLEVELAND.
 MB1556'THE MARK IS ABOVE LEVEL WITH AVENUE.
 MB1556'IN CLEVELAND, AT THE NORTH ANGLE OF THE ST. CLAIR AVENUE BRIDGE OVER
 MB1556'INTERSTATE 90, 5.0 METERS (16.4 FEET) NORTH OF THE NORTHWEST CURB OF
 MB1556'THE AVENUE, 4.66 METERS (15.3 FEET) NORTHWEST OF A METAL POLE
 MB1556'SUPPORTING TRAFFIC LIGHTS, 0.40 METER (1.3 FEET) SOUTHEAST OF THE
 MB1556'NORTHEAST WINGWALL OF THE BRIDGE, 0.92 METER (3.0 FEET) SOUTH OF A
 MB1556'CHAIN LINK FENCE.
 MB1556'THE MARK IS 0.92 METERS  S FROM A WITNESS POST.
 MB1556
 MB1556                          STATION RECOVERY (1989)
 MB1556
 MB1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1556'IN CLEVELAND, AT THE NORTH CORNER OF THE ST. CLAIR AVENUE BRIDGE
 MB1556'OVER INTERSTATE 90 AT EAST 30TH STREET, 5.0 M (16.4 FT) NORTH OF THE
 MB1556'NORTH CURB OF THE AVENUE, 4.66 METERS (15.3 FEET) NORTHWEST OF A
 MB1556'METAL POLE SUPPORTING TRAFFIC LIGHTS, 0.50 M (1.6 FT) SOUTH OF THE
 MB1556'NORTHEAST END OF THE WINGWALL OF THE BRIDGE, AND 0.92 METER (3.0
 MB1556'FEET) SOUTH OF A WITNESS POST SET AT A CHAIN LINK FENCE.
 MB1556
 MB1556                          STATION RECOVERY (2004)
 MB1556
 MB1556'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1556'LID TO COLLAR MISSING
 MB1556
 MB1556                          STATION RECOVERY (2006)
 MB1556
 MB1556'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1595 ***********************************************************************
 MB1595  DESIGNATION -  B 323
 MB1595  PID         -  MB1595
 MB1595  STATE/COUNTY-  OH/LAKE
 MB1595  USGS QUAD   -  EASTLAKE (1994)
 MB1595
 MB1595                         *CURRENT SURVEY CONTROL
 MB1595  ___________________________________________________________________
 MB1595* NAD 83(1986)-  41 40 10.     (N)    081 25 26.     (W)     SCALED    
 MB1595* NAVD 88     -       179.994  (meters)     590.53   (feet)  ADJUSTED  
 MB1595  ___________________________________________________________________
 MB1595  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 MB1595  DYNAMIC HT  -         179.928 (meters)     590.31  (feet)  COMP
 MB1595  MODELED GRAV-     980,253.4   (mgal)                       NAVD 88
 MB1595
 MB1595  VERT ORDER  -  FIRST     CLASS II
 MB1595
 MB1595.The horizontal coordinates were scaled from a topographic map and have
 MB1595.an estimated accuracy of +/- 6 seconds.
 MB1595
 MB1595.The orthometric height was determined by differential leveling
 MB1595.and adjusted by the National Geodetic Survey in June 1991..
 MB1595
 MB1595.The geoid height was determined by GEOID03.
 MB1595
 MB1595.The dynamic height is computed by dividing the NAVD 88
 MB1595.geopotential number by the normal gravity value computed on the
 MB1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1595.degrees latitude (g = 980.6199 gals.).
 MB1595
 MB1595.The modeled gravity was interpolated from observed gravity values.
 MB1595
 MB1595;                    North         East    Units  Estimated Accuracy
 MB1595;SPC OH N     -   222,960.      689,610.      MT  (+/- 180 meters Scaled)
 MB1595
 MB1595                          SUPERSEDED SURVEY CONTROL
 MB1595
 MB1595  NGVD 29 (06/03/92)  180.223  (m)          591.28   (f) ADJUSTED    1 2
 MB1595
 MB1595.Superseded values are not recommended for survey control.
 MB1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1595.See file dsdata.txt to determine how the superseded data were derived.
 MB1595
 MB1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG647131(NAD 83)
 MB1595_MARKER: DB = BENCH MARK DISK
 MB1595_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MB1595_SP_SET: ABUTMENT
 MB1595_STAMPING: B 323 1981
 MB1595_MARK LOGO: NGS   
 MB1595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1595+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1595
 MB1595  HISTORY     - Date     Condition        Report By
 MB1595  HISTORY     - 1981     MONUMENTED       NGS
 MB1595  HISTORY     - 19891012 GOOD             NGS
 MB1595  HISTORY     - 20001114 GOOD             USPSQD
 MB1595  HISTORY     - 20040920 GOOD             OHDT
 MB1595
 MB1595                          STATION DESCRIPTION
 MB1595
 MB1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1595'IN EASTLAKE.
 MB1595'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 MB1595'IN EASTLAKE, AT THE NORTH CORNER OF THE LAKE SHORE BOULEVARD BRIDGE
 MB1595'OVER THE CHAGRIN RIVER, 6.71 METERS (22.0 FEET) WEST OF THE CENTER
 MB1595'LINE OF THE BOULEVARD, 0.61 METER (2.0 FEET) WEST OF THE NORTHWEST
 MB1595'CORNER OF THE WEST RETAINING WALL, 0.76 METER (2.5 FEET) SOUTHWEST OF
 MB1595'THE SOUTH END POST OF THE GUARDRAIL.
 MB1595
 MB1595                          STATION RECOVERY (1989)
 MB1595
 MB1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1595'IN EASTLAKE, AT THE NORTH CORNER OF THE LAKE SHORE BOULEVARD BRIDGE
 MB1595'OVER THE CHAGRIN RIVER, 6.71 METERS (22.0 FEET) WEST OF THE CENTER
 MB1595'LINE OF THE BOULEVARD, 0.61 METER (2.0 FEET) WEST OF THE NORTHWEST
 MB1595'CORNER OF THE WEST RETAINING WALL, 0.76 METER (2.5 FEET) SOUTHWEST OF
 MB1595'THE SOUTH END POST OF THE GUARDRAIL.
 MB1595
 MB1595                          STATION RECOVERY (2000)
 MB1595
 MB1595'RECOVERY NOTE BY US POWER SQUADRON 2000 (LAE)
 MB1595'RECOVERED IN GOOD CONDITION.
 MB1595
 MB1595                          STATION RECOVERY (2004)
 MB1595
 MB1595'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1629 ***********************************************************************
 MB1629  DESIGNATION -  B 324
 MB1629  PID         -  MB1629
 MB1629  STATE/COUNTY-  OH/LAKE
 MB1629  USGS QUAD   -  MENTOR (1992)
 MB1629
 MB1629                         *CURRENT SURVEY CONTROL
 MB1629  ___________________________________________________________________
 MB1629* NAD 83(1986)-  41 44 45.     (N)    081 16 38.     (W)     SCALED    
 MB1629* NAVD 88     -       180.207  (meters)     591.23   (feet)  ADJUSTED  
 MB1629  ___________________________________________________________________
 MB1629  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 MB1629  DYNAMIC HT  -         180.142 (meters)     591.02  (feet)  COMP
 MB1629  MODELED GRAV-     980,259.8   (mgal)                       NAVD 88
 MB1629
 MB1629  VERT ORDER  -  FIRST     CLASS II
 MB1629
 MB1629.The horizontal coordinates were scaled from a topographic map and have
 MB1629.an estimated accuracy of +/- 6 seconds.
 MB1629
 MB1629.The orthometric height was determined by differential leveling
 MB1629.and adjusted by the National Geodetic Survey in June 1991..
 MB1629
 MB1629.The geoid height was determined by GEOID03.
 MB1629
 MB1629.The dynamic height is computed by dividing the NAVD 88
 MB1629.geopotential number by the normal gravity value computed on the
 MB1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1629.degrees latitude (g = 980.6199 gals.).
 MB1629
 MB1629.The modeled gravity was interpolated from observed gravity values.
 MB1629
 MB1629;                    North         East    Units  Estimated Accuracy
 MB1629;SPC OH N     -   231,600.      701,710.      MT  (+/- 180 meters Scaled)
 MB1629
 MB1629                          SUPERSEDED SURVEY CONTROL
 MB1629
 MB1629  NGVD 29 (06/03/92)  180.433  (m)          591.97   (f) ADJUSTED    1 2
 MB1629
 MB1629.Superseded values are not recommended for survey control.
 MB1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1629.See file dsdata.txt to determine how the superseded data were derived.
 MB1629
 MB1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG769215(NAD 83)
 MB1629_MARKER: I = METAL ROD
 MB1629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1629_SP_SET: STAINLESS STEEL ROD
 MB1629_STAMPING: B 324 1981
 MB1629_MARK LOGO: NGS   
 MB1629_PROJECTION: FLUSH
 MB1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1629+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 MB1629_ROD/PIPE-DEPTH: 7.3  meters
 MB1629
 MB1629  HISTORY     - Date     Condition        Report By
 MB1629  HISTORY     - 1981     MONUMENTED       NGS
 MB1629  HISTORY     - 19891011 GOOD             NGS
 MB1629  HISTORY     - 20041117 GOOD             OHDT
 MB1629
 MB1629                          STATION DESCRIPTION
 MB1629
 MB1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1629'IN FAIRPORT HARBOR.
 MB1629'THE MARK IS ABOVE LEVEL WITH STREET.
 MB1629'IN FAIRPORT HARBOR, IN THE NORTHEAST ANGLE OF HIGH AND ORCHARD
 MB1629'STREETS, 6.65 METERS (21.8 FEET) EAST OF THE EAST CURB OF HIGH STREET,
 MB1629'2.4 METERS (6.7 FEET) NORTH OF THE NORTH CURB OF ORCHARD STREET, 1.83
 MB1629'METERS (6.0 FEET) WEST OF AN 8-INCH MAPLE TREE, 1.1 METERS (3.6 FET)
 MB1629'SOUTH OF AN EAST-WEST SIDEWALK.
 MB1629
 MB1629                          STATION RECOVERY (1989)
 MB1629
 MB1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1629'IN FAIRPORT HARBOR, IN THE NORTHEAST ANGLE OF HIGH AND ORCHARD
 MB1629'STREETS, 6.65 METERS (21.8 FEET) EAST OF THE EAST CURB OF HIGH
 MB1629'STREET, 2.4 METERS (6.7 FEET) NORTH OF THE NORTH CURB OF ORCHARD
 MB1629'STREET, 1.83 METERS (6.0 FEET) WEST OF AN 10-INCH MAPLE TREE, 1.1
 MB1629'METERS (3.6 FET) SOUTH OF AN EAST-WEST SIDEWALK, AND 0.70 M (2.3 FT)
 MB1629'EAST OF A NORTH-SOUTH SIDEWALK.
 MB1629
 MB1629                          STATION RECOVERY (2004)
 MB1629
 MB1629'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1658 ***********************************************************************
 MB1658  DESIGNATION -  B 325
 MB1658  PID         -  MB1658
 MB1658  STATE/COUNTY-  OH/ASHTABULA
 MB1658  USGS QUAD   -  GENEVA (1994)
 MB1658
 MB1658                         *CURRENT SURVEY CONTROL
 MB1658  ___________________________________________________________________
 MB1658* NAD 83(1986)-  41 47 58.     (N)    080 58 03.     (W)     SCALED    
 MB1658* NAVD 88     -       200.195  (meters)     656.81   (feet)  ADJUSTED  
 MB1658  ___________________________________________________________________
 MB1658  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 MB1658  DYNAMIC HT  -         200.120 (meters)     656.56  (feet)  COMP
 MB1658  MODELED GRAV-     980,246.8   (mgal)                       NAVD 88
 MB1658
 MB1658  VERT ORDER  -  FIRST     CLASS II
 MB1658
 MB1658.The horizontal coordinates were scaled from a topographic map and have
 MB1658.an estimated accuracy of +/- 6 seconds.
 MB1658
 MB1658.The orthometric height was determined by differential leveling
 MB1658.and adjusted by the National Geodetic Survey in June 1991..
 MB1658
 MB1658.The geoid height was determined by GEOID03.
 MB1658
 MB1658.The dynamic height is computed by dividing the NAVD 88
 MB1658.geopotential number by the normal gravity value computed on the
 MB1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1658.degrees latitude (g = 980.6199 gals.).
 MB1658
 MB1658.The modeled gravity was interpolated from observed gravity values.
 MB1658
 MB1658;                    North         East    Units  Estimated Accuracy
 MB1658;SPC OH N     -   237,970.      727,360.      MT  (+/- 180 meters Scaled)
 MB1658
 MB1658                          SUPERSEDED SURVEY CONTROL
 MB1658
 MB1658  NGVD 29 (06/03/92)  200.408  (m)          657.51   (f) ADJUSTED    1 2
 MB1658
 MB1658.Superseded values are not recommended for survey control.
 MB1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1658.See file dsdata.txt to determine how the superseded data were derived.
 MB1658
 MB1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG027275(NAD 83)
 MB1658_MARKER: DB = BENCH MARK DISK
 MB1658_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MB1658_SP_SET: ABUTMENT
 MB1658_STAMPING: B 325 1981
 MB1658_MARK LOGO: NGS   
 MB1658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1658+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 MB1658
 MB1658  HISTORY     - Date     Condition        Report By
 MB1658  HISTORY     - 1981     MONUMENTED       NGS
 MB1658  HISTORY     - 19931104 GOOD             OHDT
 MB1658  HISTORY     - 19950715 GOOD             USPSQD
 MB1658  HISTORY     - 19960804 GOOD             USPSQD
 MB1658  HISTORY     - 20040922 GOOD             USPSQD
 MB1658
 MB1658                          STATION DESCRIPTION
 MB1658
 MB1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1658'1.8 KM (1.1 MI) WEST FROM GENEVA.
 MB1658'1.8 KILOMETERS (1.1 MILES) WEST ALONG U.S. HIGHWAY 20 FROM THE
 MB1658'JUNCTION OF STATE HIGHWAY 534 IN GENEVA, TO A RAILROAD OVERPASS AND
 MB1658'THE MARK ON THE LEFT, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 MB1658'SOUTHWEST ABUTMENT, 8.38 METERS (27.5 FEET) SOUTH-SOUTHWEST OF THE
 MB1658'CENTER LINE OF THE HIGHWAY, 0.85 METER (2.8 FEET) EAST-SOUTHEAST OF
 MB1658'THE WEST-NORTHWEST END OF THE ABUTMENT, 1.71 METERS (5.6 FEET) SOUTH
 MB1658'OF A HIGHWAY DANGER SIGN.
 MB1658'THE MARK IS 0.76 M ABOVE HIGHWAY.
 MB1658
 MB1658                          STATION RECOVERY (1993)
 MB1658
 MB1658'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1658'RECOVERED IN GOOD CONDITION.
 MB1658
 MB1658                          STATION RECOVERY (1995)
 MB1658
 MB1658'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1658'RECOVERED IN GOOD CONDITION.
 MB1658
 MB1658                          STATION RECOVERY (1996)
 MB1658
 MB1658'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1658'RECOVERED IN GOOD CONDITION.
 MB1658
 MB1658                          STATION RECOVERY (2004)
 MB1658
 MB1658'RECOVERY NOTE BY US POWER SQUADRON 2004 (JFE)
 MB1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1672 ***********************************************************************
 MB1672  DESIGNATION -  B 326
 MB1672  PID         -  MB1672
 MB1672  STATE/COUNTY-  OH/ASHTABULA
 MB1672  USGS QUAD   -  ASHTABULA SOUTH (1970)
 MB1672
 MB1672                         *CURRENT SURVEY CONTROL
 MB1672  ___________________________________________________________________
 MB1672* NAD 83(1986)-  41 51 47.     (N)    080 47 48.     (W)     SCALED    
 MB1672* NAVD 88     -       208.061  (meters)     682.61   (feet)  ADJUSTED  
 MB1672  ___________________________________________________________________
 MB1672  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 MB1672  DYNAMIC HT  -         207.985 (meters)     682.36  (feet)  COMP
 MB1672  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 MB1672
 MB1672  VERT ORDER  -  FIRST     CLASS II
 MB1672
 MB1672.The horizontal coordinates were scaled from a topographic map and have
 MB1672.an estimated accuracy of +/- 6 seconds.
 MB1672
 MB1672.The orthometric height was determined by differential leveling
 MB1672.and adjusted by the National Geodetic Survey in June 1991..
 MB1672
 MB1672.The geoid height was determined by GEOID03.
 MB1672
 MB1672.The dynamic height is computed by dividing the NAVD 88
 MB1672.geopotential number by the normal gravity value computed on the
 MB1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1672.degrees latitude (g = 980.6199 gals.).
 MB1672
 MB1672.The modeled gravity was interpolated from observed gravity values.
 MB1672
 MB1672;                    North         East    Units  Estimated Accuracy
 MB1672;SPC OH N     -   245,290.      741,420.      MT  (+/- 180 meters Scaled)
 MB1672
 MB1672                          SUPERSEDED SURVEY CONTROL
 MB1672
 MB1672  NGVD 29 (06/03/92)  208.270  (m)          683.30   (f) ADJUSTED    1 2
 MB1672
 MB1672.Superseded values are not recommended for survey control.
 MB1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1672.See file dsdata.txt to determine how the superseded data were derived.
 MB1672
 MB1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG168345(NAD 83)
 MB1672_MARKER: I = METAL ROD
 MB1672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1672_SP_SET: STAINLESS STEEL ROD
 MB1672_STAMPING: B 326 1981
 MB1672_MARK LOGO: NGS   
 MB1672_PROJECTION: FLUSH
 MB1672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1672_ROD/PIPE-DEPTH: 10.4 meters
 MB1672
 MB1672  HISTORY     - Date     Condition        Report By
 MB1672  HISTORY     - 1981     MONUMENTED       NGS
 MB1672  HISTORY     - 1988     GOOD             USPSQD
 MB1672  HISTORY     - 19931013 GOOD             OHDT
 MB1672  HISTORY     - 19960707 GOOD             USPSQD
 MB1672  HISTORY     - 19960816 GOOD             USPSQD
 MB1672
 MB1672                          STATION DESCRIPTION
 MB1672
 MB1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1672'IN ASHTABULA.
 MB1672'IN ASHTABULA, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF PROSPECT
 MB1672'ROAD AND WEST AVENUE, NEAR THE LARGE METAL POLE SUPPORTING THE BURGER
 MB1672'KING SIGN, 8.91 METERS (29.2 FEET) SOUTH-SOUTHEAST OF THE
 MB1672'SOUTH-SOUTHEAST CURB OF PROSPECT ROAD, 9.53 METERS (31.2 FEET) WEST OF
 MB1672'THE WEST CURB OF WEST AVENUE, 1.86 METERS (6.1 FEET) NORTH OF THE POLE
 MB1672'FOR THE BURGER KING SIGN.
 MB1672'THE MARK IS 0.3 M ABOVE PROSPECT RAOD.
 MB1672
 MB1672                          STATION RECOVERY (1988)
 MB1672
 MB1672'RECOVERY NOTE BY US POWER SQUADRON 1988 (KB)
 MB1672'RECOVERED IN GOOD CONDITION.
 MB1672
 MB1672                          STATION RECOVERY (1993)
 MB1672
 MB1672'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1672'RECOVERED IN GOOD CONDITION.
 MB1672
 MB1672                          STATION RECOVERY (1996)
 MB1672
 MB1672'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1672'RECOVERED IN GOOD CONDITION.
 MB1672
 MB1672                          STATION RECOVERY (1996)
 MB1672
 MB1672'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1485 ***********************************************************************
 KY1485  DESIGNATION -  B 33
 KY1485  PID         -  KY1485
 KY1485  STATE/COUNTY-  OH/COSHOCTON
 KY1485  USGS QUAD   -  COSHOCTON (1994)
 KY1485
 KY1485                         *CURRENT SURVEY CONTROL
 KY1485  ___________________________________________________________________
 KY1485* NAD 83(1986)-  40 16 53.     (N)    081 47 46.     (W)     SCALED    
 KY1485* NAVD 88     -       233.862  (meters)     767.26   (feet)  ADJUSTED  
 KY1485  ___________________________________________________________________
 KY1485  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KY1485  DYNAMIC HT  -         233.743 (meters)     766.87  (feet)  COMP
 KY1485  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 KY1485
 KY1485  VERT ORDER  -  SECOND    CLASS 0
 KY1485
 KY1485.The horizontal coordinates were scaled from a topographic map and have
 KY1485.an estimated accuracy of +/- 6 seconds.
 KY1485
 KY1485.The orthometric height was determined by differential leveling
 KY1485.and adjusted by the National Geodetic Survey in June 1991..
 KY1485
 KY1485.The geoid height was determined by GEOID03.
 KY1485
 KY1485.The dynamic height is computed by dividing the NAVD 88
 KY1485.geopotential number by the normal gravity value computed on the
 KY1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1485.degrees latitude (g = 980.6199 gals.).
 KY1485
 KY1485.The modeled gravity was interpolated from observed gravity values.
 KY1485
 KY1485;                    North         East    Units  Estimated Accuracy
 KY1485;SPC OH N     -    68,510.      659,860.      MT  (+/- 180 meters Scaled)
 KY1485
 KY1485                          SUPERSEDED SURVEY CONTROL
 KY1485
 KY1485  NGVD 29 (??/??/92)  234.073  (m)          767.95   (f) ADJ UNCH    2 0
 KY1485
 KY1485.Superseded values are not recommended for survey control.
 KY1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1485.See file dsdata.txt to determine how the superseded data were derived.
 KY1485
 KY1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME323592(NAD 83)
 KY1485_MARKER: DB = BENCH MARK DISK
 KY1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1485_STAMPING: B 33 1934
 KY1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1485+STABILITY: SURFACE MOTION
 KY1485
 KY1485  HISTORY     - Date     Condition        Report By
 KY1485  HISTORY     - 1934     MONUMENTED       CGS
 KY1485
 KY1485                          STATION DESCRIPTION
 KY1485
 KY1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1485'3.7 MI E FROM COSHOCTON.
 KY1485'3.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1485'AT COSHOCTON, COSHOCTON COUNTY, AT MORGAN RUN, 200 FEET WEST
 KY1485'OF THE CENTER OF THE INTERSECTION OF THE WHEELING AND LAKE
 KY1485'ERIE RAILWAY, 93 FEET WEST OF THE NORTHWEST CORNER OF AN
 KY1485'INTERLOCKING TOWER, 33 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 KY1485'TRACK, 7 FEET NORTHEAST OF A POLE, AND ABOUT 3 FEET LOWER THAN
 KY1485'THE TRACK.  A STANDARD DISK, STAMPED B 33 1934 AND SET IN THE
 KY1485'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1799 ***********************************************************************
 MB1799  DESIGNATION -  B 337
 MB1799  PID         -  MB1799
 MB1799  STATE/COUNTY-  OH/CUYAHOGA
 MB1799  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1799
 MB1799                         *CURRENT SURVEY CONTROL
 MB1799  ___________________________________________________________________
 MB1799* NAD 83(1986)-  41 26 18.     (N)    081 36 49.     (W)     SCALED    
 MB1799* NAVD 88     -       241.591  (meters)     792.62   (feet)  ADJUSTED  
 MB1799  ___________________________________________________________________
 MB1799  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 MB1799  DYNAMIC HT  -         241.492 (meters)     792.29  (feet)  COMP
 MB1799  MODELED GRAV-     980,209.1   (mgal)                       NAVD 88
 MB1799
 MB1799  VERT ORDER  -  FIRST     CLASS II
 MB1799
 MB1799.The horizontal coordinates were scaled from a topographic map and have
 MB1799.an estimated accuracy of +/- 6 seconds.
 MB1799
 MB1799.The orthometric height was determined by differential leveling
 MB1799.and adjusted by the National Geodetic Survey in June 1991..
 MB1799
 MB1799.The geoid height was determined by GEOID03.
 MB1799
 MB1799.The dynamic height is computed by dividing the NAVD 88
 MB1799.geopotential number by the normal gravity value computed on the
 MB1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1799.degrees latitude (g = 980.6199 gals.).
 MB1799
 MB1799.The modeled gravity was interpolated from observed gravity values.
 MB1799
 MB1799;                    North         East    Units  Estimated Accuracy
 MB1799;SPC OH N     -   197,120.      674,080.      MT  (+/- 180 meters Scaled)
 MB1799
 MB1799                          SUPERSEDED SURVEY CONTROL
 MB1799
 MB1799  NGVD 29 (06/03/92)  241.816  (m)          793.36   (f) ADJUSTED    1 2
 MB1799
 MB1799.Superseded values are not recommended for survey control.
 MB1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1799.See file dsdata.txt to determine how the superseded data were derived.
 MB1799
 MB1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF487876(NAD 83)
 MB1799_MARKER: I = METAL ROD
 MB1799_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1799_SP_SET: STAINLESS STEEL ROD
 MB1799_STAMPING: B 337 1983
 MB1799_MARK LOGO: NGS   
 MB1799_PROJECTION: FLUSH
 MB1799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1799_ROD/PIPE-DEPTH: 5.1  meters
 MB1799
 MB1799  HISTORY     - Date     Condition        Report By
 MB1799  HISTORY     - 1983     MONUMENTED       NGS
 MB1799  HISTORY     - 19940607 MARK NOT FOUND   USPSQD
 MB1799  HISTORY     - 19941025 GOOD             USPSQD
 MB1799  HISTORY     - 19951028 GOOD             USPSQD
 MB1799
 MB1799                          STATION DESCRIPTION
 MB1799
 MB1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1799'IN GARFIELD HEIGHTS.
 MB1799'IN GARFIELD HEIGHTS, ALONG STATE HIGHWAY 14 (BROADWAY AVENUE), AT THE
 MB1799'SOUTHEAST CORNER OF THE OHIO DEPARTMENT OF TRANSPORTATION, DISTRICT 12
 MB1799'PROPERTY, 12.60 METERS (41.3 FT) SOUTHWEST OF THE CENTERLINE OF THE
 MB1799'HIGHWAY, 2.01 METERS (6.6 FT) WEST OF A UTILITY POLE.
 MB1799'THE MARK IS 0.18 M ABOVE HIGHWAY.
 MB1799
 MB1799                          STATION RECOVERY (1994)
 MB1799
 MB1799'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1799'MARK NOT FOUND.
 MB1799
 MB1799                          STATION RECOVERY (1994)
 MB1799
 MB1799'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1799'RECOVERED IN GOOD CONDITION.
 MB1799
 MB1799                          STATION RECOVERY (1995)
 MB1799
 MB1799'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2951 ***********************************************************************
 KY2951  DESIGNATION -  B 338
 KY2951  PID         -  KY2951
 KY2951  STATE/COUNTY-  OH/COLUMBIANA
 KY2951  USGS QUAD   -  EAST LIVERPOOL NORTH (1994)
 KY2951
 KY2951                         *CURRENT SURVEY CONTROL
 KY2951  ___________________________________________________________________
 KY2951* NAD 83(1986)-  40 37 53.     (N)    080 33 20.     (W)     SCALED    
 KY2951* NAVD 88     -       216.406  (meters)     709.99   (feet)  ADJUSTED  
 KY2951  ___________________________________________________________________
 KY2951  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY2951  DYNAMIC HT  -         216.294 (meters)     709.62  (feet)  COMP
 KY2951  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 KY2951
 KY2951  VERT ORDER  -  FIRST     CLASS II
 KY2951
 KY2951.The horizontal coordinates were scaled from a topographic map and have
 KY2951.an estimated accuracy of +/- 6 seconds.
 KY2951
 KY2951.The orthometric height was determined by differential leveling
 KY2951.and adjusted by the National Geodetic Survey in June 1991..
 KY2951
 KY2951.The geoid height was determined by GEOID03.
 KY2951
 KY2951.The dynamic height is computed by dividing the NAVD 88
 KY2951.geopotential number by the normal gravity value computed on the
 KY2951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2951.degrees latitude (g = 980.6199 gals.).
 KY2951
 KY2951.The modeled gravity was interpolated from observed gravity values.
 KY2951
 KY2951;                    North         East    Units  Estimated Accuracy
 KY2951;SPC OH N     -   108,960.      764,490.      MT  (+/- 180 meters Scaled)
 KY2951
 KY2951                          SUPERSEDED SURVEY CONTROL
 KY2951
 KY2951.No superseded survey control is available for this station.
 KY2951
 KY2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE375979(NAD 83)
 KY2951_MARKER: I = METAL ROD
 KY2951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2951_SP_SET: STAINLESS STEEL ROD
 KY2951_STAMPING: B 338 1983
 KY2951_MARK LOGO: NGS   
 KY2951_PROJECTION: FLUSH
 KY2951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2951_ROD/PIPE-DEPTH: 3.9  meters
 KY2951
 KY2951  HISTORY     - Date     Condition        Report By
 KY2951  HISTORY     - 1983     MONUMENTED       NGS
 KY2951
 KY2951                          STATION DESCRIPTION
 KY2951
 KY2951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2951'0.5 KM (0.3 MI) SW FROM EAST LIVERPOOL.
 KY2951'0.5 KM (0.3 MI) SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE STATION A
 KY2951'POST OFFICE IN THE EAST END OF EAST LIVERPOOL TO FIRST AVENUE AND THE
 KY2951'MARK ON THE LEFT, AT THE NORTHWEST CORNER OF POTTERS SAVINGS AND LOAN
 KY2951'BUILDING (FORMERLY A POST OFFICE), 9.30 METERS (30.5 FT) SOUTHEAST OF
 KY2951'THE CENTERLINE OF THE HIGHWAY, 1.55 METERS (5.1 FT) SOUTH-SOUTHWEST OF
 KY2951'A PARKING LOT EXIT CURB, 1.00 METER (3.3 FT) NORTHEAST OF THE
 KY2951'SOUTHWEST CORNER OF THE BUILDING.
 KY2951'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1252 ***********************************************************************
 JY1252  DESIGNATION -  B 339
 JY1252  PID         -  JY1252
 JY1252  STATE/COUNTY-  OH/ROSS
 JY1252  USGS QUAD   -  SOUTH SALEM (1985)
 JY1252
 JY1252                         *CURRENT SURVEY CONTROL
 JY1252  ___________________________________________________________________
 JY1252* NAD 83(1986)-  39 21 13.     (N)    083 17 23.     (W)     SCALED    
 JY1252* NAVD 88     -       289.265  (meters)     949.03   (feet)  ADJUSTED  
 JY1252  ___________________________________________________________________
 JY1252  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JY1252  DYNAMIC HT  -         289.095 (meters)     948.47  (feet)  COMP
 JY1252  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 JY1252
 JY1252  VERT ORDER  -  FIRST     CLASS II
 JY1252
 JY1252.The horizontal coordinates were scaled from a topographic map and have
 JY1252.an estimated accuracy of +/- 6 seconds.
 JY1252
 JY1252.The orthometric height was determined by differential leveling
 JY1252.and adjusted by the National Geodetic Survey in June 1991..
 JY1252
 JY1252.The geoid height was determined by GEOID03.
 JY1252
 JY1252.The dynamic height is computed by dividing the NAVD 88
 JY1252.geopotential number by the normal gravity value computed on the
 JY1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1252.degrees latitude (g = 980.6199 gals.).
 JY1252
 JY1252.The modeled gravity was interpolated from observed gravity values.
 JY1252
 JY1252;                    North         East    Units  Estimated Accuracy
 JY1252;SPC OH S     -   150,570.      531,940.      MT  (+/- 180 meters Scaled)
 JY1252
 JY1252                          SUPERSEDED SURVEY CONTROL
 JY1252
 JY1252  NGVD 29 (06/03/91)  289.430  (m)          949.57   (f) ADJUSTED    1 2
 JY1252
 JY1252.Superseded values are not recommended for survey control.
 JY1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1252.See file dsdata.txt to determine how the superseded data were derived.
 JY1252
 JY1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD027585(NAD 83)
 JY1252_MARKER: I = METAL ROD
 JY1252_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JY1252_SP_SET: STAINLESS STEEL ROD
 JY1252_STAMPING: B 339 1984
 JY1252_MARK LOGO: NGS   
 JY1252_PROJECTION: FLUSH
 JY1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1252_ROD/PIPE-DEPTH: 6.0  meters
 JY1252
 JY1252  HISTORY     - Date     Condition        Report By
 JY1252  HISTORY     - 1984     MONUMENTED       NGS
 JY1252
 JY1252                          STATION DESCRIPTION
 JY1252
 JY1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1252'1.8 KM (1.1 MI) EAST FROM LYNDON.
 JY1252'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 28 FROM THE BUCKSKIN TOWNSHIP
 JY1252'HALL IN LYNDON TO THE JUNCTION OF MC CANN ROAD AND THE MARK ON THE
 JY1252'RIGHT, AT A NORTH-SOUTH AND EAST-WEST FENCE CORNER, 10.36 METERS
 JY1252'(34.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.46 METER (1.5 FT)
 JY1252'NORTH-NORTHWEST OF THE CORNER FENCE POST.
 JY1252'THE MARK IS 0.33 METERS  N FROM A WITNESS POST.
 JY1252'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1123 ***********************************************************************
 JY1123  DESIGNATION -  B 34 RESET
 JY1123  PID         -  JY1123
 JY1123  STATE/COUNTY-  OH/CLARK
 JY1123  USGS QUAD   -  SPRINGFIELD (1981)
 JY1123
 JY1123                         *CURRENT SURVEY CONTROL
 JY1123  ___________________________________________________________________
 JY1123* NAD 83(1986)-  39 54 51.     (N)    083 47 10.     (W)     SCALED    
 JY1123* NAVD 88     -       305.61   (+/-2cm)    1002.7    (feet)  VERTCON   
 JY1123  ___________________________________________________________________
 JY1123  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JY1123
 JY1123  VERT ORDER  -  THIRD (See Below)
 JY1123
 JY1123.The horizontal coordinates were scaled from a topographic map and have
 JY1123.an estimated accuracy of +/- 6 seconds.
 JY1123
 JY1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1123.The vertical order pertains to the NGVD 29 superseded value.
 JY1123
 JY1123.The geoid height was determined by GEOID03.
 JY1123
 JY1123;                    North         East    Units  Estimated Accuracy
 JY1123;SPC OH S     -   213,290.      490,040.      MT  (+/- 180 meters Scaled)
 JY1123
 JY1123                          SUPERSEDED SURVEY CONTROL
 JY1123
 JY1123  NGVD 29 (10/13/05)  305.79   (m)         1003.2    (f) RESET       3  
 JY1123
 JY1123.Superseded values are not recommended for survey control.
 JY1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1123.See file dsdata.txt to determine how the superseded data were derived.
 JY1123
 JY1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE618219(NAD 83)
 JY1123_MARKER: DB = BENCH MARK DISK
 JY1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1123_STAMPING: B 34 1934 RESET 1961
 JY1123_MARK LOGO: CGS   
 JY1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1123+STABILITY: SURFACE MOTION
 JY1123
 JY1123  HISTORY     - Date     Condition        Report By
 JY1123  HISTORY     - 1961     MONUMENTED       CGS
 JY1123
 JY1123                          STATION DESCRIPTION
 JY1123
 JY1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JY1123'1.2 MI ESE FROM SPRINGFIELD.
 JY1123'ABOUT 1-1/4 MILES ESE ALONG DETROIT, TOLEDO, AND IRONTON RAILROAD
 JY1123'FROM HEART OF SPRINGFIELD, ACROSS RAILROAD TRACKS FROM THE BAUER
 JY1123'BROTHERS FACTORY, 236 FEET E OF CENTER LINE OF 40-FOOT ASPHALT
 JY1123'BURT STREET, 12.3 FEET S OF THE MOST SOUTHERLY RAIL OF SOME
 JY1123'HALF-DOZEN TRACKS WHICH IS THAT OF THE SPUR TRACK INTO THE
 JY1123'INTERNATIONAL HARVERSTER COMPANY FACTORY, 6.1 FEET E OF NW CORNER
 JY1123'OF A CYCLONE FENCE BELONGING TO THE INTL. HARV. CO., 0.4 FOOT N
 JY1123'OF SAID FENCE, 1.9 FEET E OF STEEL WITNESS POST, AND FLUSH WITH
 JY1123'THE SURFACE OF THE GROUND OR 0.8 FOOT LOWER THAN THE TOP OF THE
 JY1123'SAID RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1276 ***********************************************************************
 JY1276  FBN         -  This is a Federal Base Network Control Station.
 JY1276  DESIGNATION -  B 340
 JY1276  PID         -  JY1276
 JY1276  STATE/COUNTY-  OH/HIGHLAND
 JY1276  USGS QUAD   -  NEW VIENNA (1960)
 JY1276
 JY1276                         *CURRENT SURVEY CONTROL
 JY1276  ___________________________________________________________________
 JY1276* NAD 83(1995)-  39 19 46.57704(N)    083 39 58.75041(W)     ADJUSTED  
 JY1276* NAVD 88     -       365.017  (meters)    1197.56   (feet)  ADJUSTED  
 JY1276  ___________________________________________________________________
 JY1276  X           -     545,026.118 (meters)                     COMP
 JY1276  Y           -  -4,910,319.243 (meters)                     COMP
 JY1276  Z           -   4,020,898.828 (meters)                     COMP
 JY1276  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 JY1276  ELLIP HEIGHT-         332.40  (meters)          (09/23/04) GPS OBS
 JY1276  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JY1276  DYNAMIC HT  -         364.805 (meters)    1196.86  (feet)  COMP
 JY1276  MODELED GRAV-     980,032.9   (mgal)                       NAVD 88
 JY1276
 JY1276  HORZ ORDER  -  B
 JY1276  VERT ORDER  -  FIRST     CLASS II
 JY1276  ELLP ORDER  -  FOURTH    CLASS I
 JY1276
 JY1276.The horizontal coordinates were established by GPS observations
 JY1276.and adjusted by the National Geodetic Survey in August 1996..
 JY1276
 JY1276.The orthometric height was determined by differential leveling
 JY1276.and adjusted by the National Geodetic Survey in June 1991..
 JY1276
 JY1276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1276
 JY1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1276
 JY1276.The ellipsoidal height was determined by GPS observations
 JY1276.and is referenced to NAD 83.
 JY1276
 JY1276.The geoid height was determined by GEOID03.
 JY1276
 JY1276.The dynamic height is computed by dividing the NAVD 88
 JY1276.geopotential number by the normal gravity value computed on the
 JY1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1276.degrees latitude (g = 980.6199 gals.).
 JY1276
 JY1276.The modeled gravity was interpolated from observed gravity values.
 JY1276
 JY1276;                    North         East     Units Scale Factor Converg.
 JY1276;SPC OH S     -   148,252.996   499,445.555   MT  0.99993636   -0 44 24.2
 JY1276;UTM  17      - 4,356,744.722   270,177.240   MT  1.00025038   -1 41 26.2
 JY1276
 JY1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1276!SPC OH S     -   0.99994785  x   0.99993636  =   0.99988422
 JY1276!UTM  17      -   0.99994785  x   1.00025038  =   1.00019822
 JY1276
 JY1276                          SUPERSEDED SURVEY CONTROL
 JY1276
 JY1276  ELLIP H (08/20/96)  332.43   (m)                       GP(       ) 4 2
 JY1276  NAVD 88 (08/20/96)  365.02   (m)         1197.6    (f) LEVELING    3  
 JY1276  NGVD 29 (06/03/91)  365.178  (m)         1198.09   (f) ADJUSTED    1 2
 JY1276
 JY1276.Superseded values are not recommended for survey control.
 JY1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1276.See file dsdata.txt to determine how the superseded data were derived.
 JY1276
 JY1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7017756745(NAD 83)
 JY1276_MARKER: I = METAL ROD
 JY1276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JY1276_SP_SET: STAINLESS STEEL ROD
 JY1276_STAMPING: B 340 1984
 JY1276_MARK LOGO: NGS   
 JY1276_PROJECTION: FLUSH
 JY1276_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1276+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 JY1276_ROD/PIPE-DEPTH: 11   meters
 JY1276
 JY1276  HISTORY     - Date     Condition        Report By
 JY1276  HISTORY     - 1984     MONUMENTED       NGS
 JY1276  HISTORY     - 19950519 GOOD             OHDT
 JY1276  HISTORY     - 20000419 GOOD             WOOLPT
 JY1276  HISTORY     - 20010701 GOOD             WOOLPT
 JY1276  HISTORY     - 20030710 GOOD             OHDT
 JY1276
 JY1276                          STATION DESCRIPTION
 JY1276
 JY1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1276'2.6 KM (1.65 MI) ENE FROM NEW VIENNA.
 JY1276'2.6 KM (1.65 MI) EAST-NORTHEAST ALONG STATE HIGHWAY 28 FROM THE
 JY1276'JUNCTION OF STATE HIGHWAY 73 IN NEW VIENNA TO THE MARK ON THE RIGHT,
 JY1276'AT THE NORTHWEST CORNER OF THE AMERICAN TELEPHONE AND TELEGRAPH
 JY1276'COMPANY MICROWAVE TOWER PROPERTY, 9.36 METERS (30.7 FT) SOUTH OF THE
 JY1276'CENTERLINE OF THE HIGHWAY, 10.21 METERS (33.5 FT) WEST OF THE CENTER
 JY1276'OF A GRAVEL ROAD LEADING TO THE TOWER, 0.61 METER (2.0 FT) EAST OF A
 JY1276'CORNER FENCE POST.
 JY1276'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JY1276
 JY1276                          STATION RECOVERY (1995)
 JY1276
 JY1276'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (AJL)
 JY1276'THE MARK IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTH-NORTHWEST OF
 JY1276'HILLSBORO, 6.1 KM (3.80 MI) WEST OF HIGHLAND, 2.66 KM (1.65 MI) EAST
 JY1276'OF NEW VIENNA, AT THE NORTHWEST CORNER OF ATT PROPERTY, AND JUST NORTH
 JY1276'OF A LARGE MICROWAVE TOWER.  TO REACH FROM THE JUNCTION OF STATE
 JY1276'ROUTES 73 AND 28 IN NEW VIENNA, GO EAST 2.66 KM (1.65 MI) ON ROUTE 28
 JY1276'TO A MICROWAVE TOWER AND THE STATION ON THE RIGHT, 10.1 M (33.1 FT)
 JY1276'WEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY AND GATE.  NO PERMISSION
 JY1276'OR KEY IS NEEDED TO PARK IN THE DRIVEWAY IN FRONT OF THE GATE.  THE
 JY1276'MARK IS 9.4 M (30.8 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 68.0 M
 JY1276'(223.1 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE TOWER, 0.6 M
 JY1276'(2.0 FT) EAST OF A CORNER FENCE POST, 0.4 M (1.3 FT) SOUTH OF A FENCE
 JY1276'AND FIBERGLASS WITNESS POST, AND LEVEL WITH THE ROAD.  FOR PROPERTY
 JY1276'OWNER (ATT CORPORATION) INFORMATION, TELEPHONE (800) 328-6039.
 JY1276
 JY1276                          STATION RECOVERY (2000)
 JY1276
 JY1276'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 JY1276'RECOVERED AS DESCRIBED.
 JY1276
 JY1276                          STATION RECOVERY (2001)
 JY1276
 JY1276'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (GTF)
 JY1276'RECOVERED AS DESCRIBED
 JY1276' 
 JY1276' 
 JY1276' 
 JY1276' 
 JY1276' 
 JY1276'
 JY1276
 JY1276                          STATION RECOVERY (2003)
 JY1276
 JY1276'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 JY1276'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2770 ***********************************************************************
 JZ2770  DESIGNATION -  B 341
 JZ2770  PID         -  JZ2770
 JZ2770  STATE/COUNTY-  OH/CLERMONT
 JZ2770  USGS QUAD   -  GOSHEN (1986)
 JZ2770
 JZ2770                         *CURRENT SURVEY CONTROL
 JZ2770  ___________________________________________________________________
 JZ2770* NAD 83(1986)-  39 12 50.     (N)    084 12 09.     (W)     SCALED    
 JZ2770* NAVD 88     -       263.495  (meters)     864.48   (feet)  ADJUSTED  
 JZ2770  ___________________________________________________________________
 JZ2770  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ2770  DYNAMIC HT  -         263.331 (meters)     863.95  (feet)  COMP
 JZ2770  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 JZ2770
 JZ2770  VERT ORDER  -  FIRST     CLASS II
 JZ2770
 JZ2770.The horizontal coordinates were scaled from a topographic map and have
 JZ2770.an estimated accuracy of +/- 6 seconds.
 JZ2770
 JZ2770.The orthometric height was determined by differential leveling
 JZ2770.and adjusted by the National Geodetic Survey in June 1991..
 JZ2770
 JZ2770.The geoid height was determined by GEOID03.
 JZ2770
 JZ2770.The dynamic height is computed by dividing the NAVD 88
 JZ2770.geopotential number by the normal gravity value computed on the
 JZ2770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2770.degrees latitude (g = 980.6199 gals.).
 JZ2770
 JZ2770.The modeled gravity was interpolated from observed gravity values.
 JZ2770
 JZ2770;                    North         East    Units  Estimated Accuracy
 JZ2770;SPC OH S     -   136,140.      452,980.      MT  (+/- 180 meters Scaled)
 JZ2770
 JZ2770                          SUPERSEDED SURVEY CONTROL
 JZ2770
 JZ2770  NGVD 29 (06/03/91)  263.668  (m)          865.05   (f) ADJUSTED    1 2
 JZ2770
 JZ2770.Superseded values are not recommended for survey control.
 JZ2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2770.See file dsdata.txt to determine how the superseded data were derived.
 JZ2770
 JZ2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ415442(NAD 83)
 JZ2770_MARKER: I = METAL ROD
 JZ2770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2770_SP_SET: STAINLESS STEEL ROD
 JZ2770_STAMPING: B 341 1984
 JZ2770_MARK LOGO: NGS   
 JZ2770_PROJECTION: FLUSH
 JZ2770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2770_ROD/PIPE-DEPTH: 3.1  meters
 JZ2770
 JZ2770  HISTORY     - Date     Condition        Report By
 JZ2770  HISTORY     - 1984     MONUMENTED       NGS
 JZ2770
 JZ2770                          STATION DESCRIPTION
 JZ2770
 JZ2770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JZ2770'3.9 KM (2.4 MI) SW FROM GOSHEN.
 JZ2770'3.9 KM (2.4 MI) SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 JZ2770'STATE HIGHWAY 132 IN GOSHEN TO THE MARK ON THE LEFT, IN FRONT OF A
 JZ2770'SIGN (HI WAY 28) FOR A DRIVE-IN THEATER, ALSO 2.2 KM (1.35 MI)
 JZ2770'NORTHEAST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF WOODVILLE PIKE
 JZ2770'IN MT. REPOSE, 15.00 METERS (49.2 FT) SOUTHEAST OF THE CENTERLINE OF
 JZ2770'THE HIGHWAY, 23.16 METERS (76.0 FT) NORTHEAST OF THE CENTER OF THE
 JZ2770'EXIT DRIVE OF THE DRIVE-IN, 1.10 METERS (3.6 FT) NORTH OF THE NORTH
 JZ2770'FACE OF THE SIGN.
 JZ2770'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2865 ***********************************************************************
 JZ2865  DESIGNATION -  B 342
 JZ2865  PID         -  JZ2865
 JZ2865  STATE/COUNTY-  OH/HAMILTON
 JZ2865  USGS QUAD   -  HOOVEN (1992)
 JZ2865
 JZ2865                         *CURRENT SURVEY CONTROL
 JZ2865  ___________________________________________________________________
 JZ2865* NAD 83(1986)-  39 09 31.     (N)    084 48 17.     (W)     SCALED    
 JZ2865* NAVD 88     -       149.833  (meters)     491.58   (feet)  ADJUSTED  
 JZ2865  ___________________________________________________________________
 JZ2865  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ2865  DYNAMIC HT  -         149.741 (meters)     491.28  (feet)  COMP
 JZ2865  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 JZ2865
 JZ2865  VERT ORDER  -  FIRST     CLASS II
 JZ2865
 JZ2865.The horizontal coordinates were scaled from a topographic map and have
 JZ2865.an estimated accuracy of +/- 6 seconds.
 JZ2865
 JZ2865.The orthometric height was determined by differential leveling
 JZ2865.and adjusted by the National Geodetic Survey in June 1991..
 JZ2865
 JZ2865.The geoid height was determined by GEOID03.
 JZ2865
 JZ2865.The dynamic height is computed by dividing the NAVD 88
 JZ2865.geopotential number by the normal gravity value computed on the
 JZ2865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2865.degrees latitude (g = 980.6199 gals.).
 JZ2865
 JZ2865.The modeled gravity was interpolated from observed gravity values.
 JZ2865
 JZ2865;                    North         East    Units  Estimated Accuracy
 JZ2865;SPC OH S     -   131,160.      400,830.      MT  (+/- 180 meters Scaled)
 JZ2865
 JZ2865                          SUPERSEDED SURVEY CONTROL
 JZ2865
 JZ2865  NGVD 29 (06/03/91)  150.030  (m)          492.22   (f) ADJUSTED    1 2
 JZ2865
 JZ2865.Superseded values are not recommended for survey control.
 JZ2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2865.See file dsdata.txt to determine how the superseded data were derived.
 JZ2865
 JZ2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ896366(NAD 83)
 JZ2865_MARKER: I = METAL ROD
 JZ2865_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2865_SP_SET: STAINLESS STEEL ROD
 JZ2865_STAMPING: B 342 1986
 JZ2865_MARK LOGO: NGS   
 JZ2865_PROJECTION: FLUSH
 JZ2865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2865_ROD/PIPE-DEPTH: 5.6  meters
 JZ2865
 JZ2865  HISTORY     - Date     Condition        Report By
 JZ2865  HISTORY     - 1986     MONUMENTED       NGS
 JZ2865
 JZ2865                          STATION DESCRIPTION
 JZ2865
 JZ2865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2865'IN ELIZABETHTOWN.
 JZ2865'IN ELIZABETHTOWN, AT THE INTERSECTION OF U.S. HIGHWAY 50 AND
 JZ2865'LAWRENCEBURG ROAD, 20.5 M (67.3 FT) EAST OF THE CENTERLINE OF THE
 JZ2865'ROAD, 12.6 M (41.3 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST
 JZ2865'BOUND LANES OF THE HIGHWAY, 8.1 M (26.6 FT) SOUTHWEST OF A UTILITY
 JZ2865'POLE, AND 0.9 M (3.0 FT) NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO
 JZ2865'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2865'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST
 JZ2865'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2888 ***********************************************************************
 JZ2888  DESIGNATION -  B 343
 JZ2888  PID         -  JZ2888
 JZ2888  STATE/COUNTY-  OH/HAMILTON
 JZ2888  USGS QUAD   -  COVINGTON (1987)
 JZ2888
 JZ2888                         *CURRENT SURVEY CONTROL
 JZ2888  ___________________________________________________________________
 JZ2888* NAD 83(1986)-  39 05 40.     (N)    084 31 13.     (W)     SCALED    
 JZ2888* NAVD 88     -       149.848  (meters)     491.63   (feet)  ADJUSTED  
 JZ2888  ___________________________________________________________________
 JZ2888  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2888  DYNAMIC HT  -         149.753 (meters)     491.31  (feet)  COMP
 JZ2888  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JZ2888
 JZ2888  VERT ORDER  -  FIRST     CLASS II
 JZ2888
 JZ2888.The horizontal coordinates were scaled from a topographic map and have
 JZ2888.an estimated accuracy of +/- 6 seconds.
 JZ2888
 JZ2888.The orthometric height was determined by differential leveling
 JZ2888.and adjusted by the National Geodetic Survey in June 1991..
 JZ2888
 JZ2888.The geoid height was determined by GEOID03.
 JZ2888
 JZ2888.The dynamic height is computed by dividing the NAVD 88
 JZ2888.geopotential number by the normal gravity value computed on the
 JZ2888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2888.degrees latitude (g = 980.6199 gals.).
 JZ2888
 JZ2888.The modeled gravity was interpolated from observed gravity values.
 JZ2888
 JZ2888;                    North         East    Units  Estimated Accuracy
 JZ2888;SPC OH S     -   123,450.      425,250.      MT  (+/- 180 meters Scaled)
 JZ2888
 JZ2888                          SUPERSEDED SURVEY CONTROL
 JZ2888
 JZ2888  NGVD 29 (06/03/91)  150.017  (m)          492.18   (f) ADJUSTED    1 2
 JZ2888
 JZ2888.Superseded values are not recommended for survey control.
 JZ2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2888.See file dsdata.txt to determine how the superseded data were derived.
 JZ2888
 JZ2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ144301(NAD 83)
 JZ2888_MARKER: DV = VERTICAL CONTROL DISK
 JZ2888_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2888_SP_SET: PIER COLUMN
 JZ2888_STAMPING: B 343 1986
 JZ2888_MARK LOGO: NGS   
 JZ2888_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2888+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ2888
 JZ2888  HISTORY     - Date     Condition        Report By
 JZ2888  HISTORY     - 1986     MONUMENTED       NGS
 JZ2888  HISTORY     - 19930604 GOOD             NGS
 JZ2888
 JZ2888                          STATION DESCRIPTION
 JZ2888
 JZ2888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2888'IN CINCINNATI.
 JZ2888'THE MARK IS 1.5 M ABOVE THE GROUND.
 JZ2888'IN CINCINNATI, AT THE INTERSECTION OF MEHRING WAY AND U.S. HIGHWAYS 42
 JZ2888'AND 127, SET VERTICALLY IN THE NORTH FACE OF THE MOST EASTERLY 1 OF 2
 JZ2888'COLUMNS OF THE FIRST PIER SOUTH OF THE HIGHWAY OVERPASS OF THE WAY,
 JZ2888'10.5 M (34.4 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 JZ2888'THE WAY, AND 4.3 M (14.1 FT) EAST OF THE CENTER OF THE HIGHWAY.
 JZ2888
 JZ2888                          STATION RECOVERY (1993)
 JZ2888
 JZ2888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ2888'IN CINCINNATI, AT THE INTERSECTION OF U.S. HIGHWAYS 42, 127, AND
 JZ2888'MEHRING WAY (U.S. HIGHWAY 52), SET VERTICALLY IN THE NORTH FACE OF
 JZ2888'THE MOST EASTERLY OF 2 CONCRETE COLUMNS OF THE 1ST PIER SOUTH OF THE
 JZ2888'WAY OF THE HIGHWAY BRIDGE SPANNING THE OHIO RIVER, 13.9 M (45.6 FT)
 JZ2888'SOUTH OF THE CENTER OF THE WAY, 4.6 M (15.1 FT) EAST OF THE CENTER OF
 JZ2888'THE PIER, AND 1.2 M (3.9 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1976 ***********************************************************************
 MD1976  DESIGNATION -  B 344
 MD1976  PID         -  MD1976
 MD1976  STATE/COUNTY-  OH/PAULDING
 MD1976  USGS QUAD   -  PAYNE (1973)
 MD1976
 MD1976                         *CURRENT SURVEY CONTROL
 MD1976  ___________________________________________________________________
 MD1976* NAD 83(1986)-  41 04 56.     (N)    084 41 14.     (W)     SCALED    
 MD1976* NAVD 88     -       225.342  (meters)     739.31   (feet)  ADJUSTED  
 MD1976  ___________________________________________________________________
 MD1976  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MD1976  DYNAMIC HT  -         225.248 (meters)     739.00  (feet)  COMP
 MD1976  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 MD1976
 MD1976  VERT ORDER  -  FIRST     CLASS II
 MD1976
 MD1976.The horizontal coordinates were scaled from a topographic map and have
 MD1976.an estimated accuracy of +/- 6 seconds.
 MD1976
 MD1976.The orthometric height was determined by differential leveling
 MD1976.and adjusted by the National Geodetic Survey in April 1995..
 MD1976
 MD1976.The geoid height was determined by GEOID03.
 MD1976
 MD1976.The dynamic height is computed by dividing the NAVD 88
 MD1976.geopotential number by the normal gravity value computed on the
 MD1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1976.degrees latitude (g = 980.6199 gals.).
 MD1976
 MD1976.The modeled gravity was interpolated from observed gravity values.
 MD1976
 MD1976;                    North         East    Units  Estimated Accuracy
 MD1976;SPC OH N     -   159,500.      416,240.      MT  (+/- 180 meters Scaled)
 MD1976
 MD1976                          SUPERSEDED SURVEY CONTROL
 MD1976
 MD1976  NGVD 29 (01/19/93)  225.493  (m)          739.80   (f) ADJUSTED    1 2
 MD1976
 MD1976.Superseded values are not recommended for survey control.
 MD1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1976.See file dsdata.txt to determine how the superseded data were derived.
 MD1976
 MD1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL942504(NAD 83)
 MD1976_MARKER: I = METAL ROD
 MD1976_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MD1976_SP_SET: STAINLESS STEEL ROD
 MD1976_STAMPING: B 344 1992
 MD1976_MARK LOGO: CGS   
 MD1976_PROJECTION: FLUSH
 MD1976_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1976+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1976_ROD/PIPE-DEPTH: 3.1  meters
 MD1976
 MD1976  HISTORY     - Date     Condition        Report By
 MD1976  HISTORY     - 1992     MONUMENTED       NGS
 MD1976
 MD1976                          STATION DESCRIPTION
 MD1976
 MD1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1976'1.2 KM (0.75 MI) EASTERLY ALONG STATE HIGHWAY 613 FROM THE POST
 MD1976'OFFICE IN PAYNE, THENCE 2.1 KM (1.30 MI) EASTERLY ALONG THE NORFOLK
 MD1976'SOUTHERN RAILROAD, 21.0 M (68.9 FT) NORTH OF THE NEAR RAIL, 9.1 M
 MD1976'(29.9 FT) EAST OF THE CENTER OF COUNTY ROAD 59, 0.7 M (2.3 FT) BELOW
 MD1976'THE LEVEL OF THE ROAD, 0.7 M (2.3 FT) WEST OF A UTILITY POLE, AND 0.3
 MD1976'M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 MD1976'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3659 ***********************************************************************
 JZ3659  DESIGNATION -  B 345
 JZ3659  PID         -  JZ3659
 JZ3659  STATE/COUNTY-  OH/MONTGOMERY
 JZ3659  USGS QUAD   -  DAYTON SOUTH (1991)
 JZ3659
 JZ3659                         *CURRENT SURVEY CONTROL
 JZ3659  ___________________________________________________________________
 JZ3659* NAD 83(1986)-  39 43 39.     (N)    084 13 00.     (W)     SCALED    
 JZ3659* NAVD 88     -       222.560  (meters)     730.18   (feet)  ADJUSTED  
 JZ3659  ___________________________________________________________________
 JZ3659  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JZ3659  DYNAMIC HT  -         222.438 (meters)     729.78  (feet)  COMP
 JZ3659  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 JZ3659
 JZ3659  VERT ORDER  -  FIRST     CLASS II
 JZ3659
 JZ3659.The horizontal coordinates were scaled from a topographic map and have
 JZ3659.an estimated accuracy of +/- 6 seconds.
 JZ3659
 JZ3659.The orthometric height was determined by differential leveling
 JZ3659.and adjusted by the National Geodetic Survey in January 1994..
 JZ3659
 JZ3659.The geoid height was determined by GEOID03.
 JZ3659
 JZ3659.The dynamic height is computed by dividing the NAVD 88
 JZ3659.geopotential number by the normal gravity value computed on the
 JZ3659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3659.degrees latitude (g = 980.6199 gals.).
 JZ3659
 JZ3659.The modeled gravity was interpolated from observed gravity values.
 JZ3659
 JZ3659;                    North         East    Units  Estimated Accuracy
 JZ3659;SPC OH S     -   193,180.      452,840.      MT  (+/- 180 meters Scaled)
 JZ3659
 JZ3659                          SUPERSEDED SURVEY CONTROL
 JZ3659
 JZ3659.No superseded survey control is available for this station.
 JZ3659
 JZ3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK385012(NAD 83)
 JZ3659_MARKER: I = METAL ROD
 JZ3659_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3659_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3659_STAMPING: B 345 1993
 JZ3659_MARK LOGO: NGS   
 JZ3659_PROJECTION: FLUSH
 JZ3659_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3659+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ3659_ROD/PIPE-DEPTH: 5.8  meters
 JZ3659_SLEEVE-DEPTH  : 0.9 meters
 JZ3659
 JZ3659  HISTORY     - Date     Condition        Report By
 JZ3659  HISTORY     - 1993     MONUMENTED       NGS
 JZ3659  HISTORY     - 20041015 GOOD             INDIV
 JZ3659
 JZ3659                          STATION DESCRIPTION
 JZ3659
 JZ3659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3659'1.3 KM (0.80 MI) NORTHERLY ALONG DRYDEN ROAD FROM THE JUNCTION OF
 JZ3659'INTERSTATE HIGHWAY 75 IN MORAINE (EXIT 50), IN LINE WITH THE EXTENDED
 JZ3659'NORTH WALL OF THE RANKIN AND HOUSER BUILDING AT 2011 DRYDEN ROAD, 8.7
 JZ3659'M (28.5 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND
 JZ3659'LANES OF THE ROAD, 5.7 M (18.7 FT) WEST OF A WITNESS POST AND A
 JZ3659'CHAIN-LINK FENCE ENCLOSING THE DAYTON LIGHT AND POWER COMPANY, AND
 JZ3659'4.5 M (14.8 FT) NORTH OF UTILITY LIGHT POLE NUMBER 333531.
 JZ3659'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 JZ3659'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 JZ3659
 JZ3659                          STATION RECOVERY (2004)
 JZ3659
 JZ3659'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3664 ***********************************************************************
 JZ3664  DESIGNATION -  B 346
 JZ3664  PID         -  JZ3664
 JZ3664  STATE/COUNTY-  OH/MONTGOMERY
 JZ3664  USGS QUAD   -  DAYTON NORTH (1996)
 JZ3664
 JZ3664                         *CURRENT SURVEY CONTROL
 JZ3664  ___________________________________________________________________
 JZ3664* NAD 83(1986)-  39 46 36.     (N)    084 11 54.     (W)     SCALED    
 JZ3664* NAVD 88     -       229.796  (meters)     753.92   (feet)  ADJUSTED  
 JZ3664  ___________________________________________________________________
 JZ3664  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JZ3664  DYNAMIC HT  -         229.671 (meters)     753.51  (feet)  COMP
 JZ3664  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 JZ3664
 JZ3664  VERT ORDER  -  FIRST     CLASS II
 JZ3664
 JZ3664.The horizontal coordinates were scaled from a topographic map and have
 JZ3664.an estimated accuracy of +/- 6 seconds.
 JZ3664
 JZ3664.The orthometric height was determined by differential leveling
 JZ3664.and adjusted by the National Geodetic Survey in January 1994..
 JZ3664
 JZ3664.The geoid height was determined by GEOID03.
 JZ3664
 JZ3664.The dynamic height is computed by dividing the NAVD 88
 JZ3664.geopotential number by the normal gravity value computed on the
 JZ3664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3664.degrees latitude (g = 980.6199 gals.).
 JZ3664
 JZ3664.The modeled gravity was interpolated from observed gravity values.
 JZ3664
 JZ3664;                    North         East    Units  Estimated Accuracy
 JZ3664;SPC OH S     -   198,600.      454,520.      MT  (+/- 180 meters Scaled)
 JZ3664
 JZ3664                          SUPERSEDED SURVEY CONTROL
 JZ3664
 JZ3664.No superseded survey control is available for this station.
 JZ3664
 JZ3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK399067(NAD 83)
 JZ3664_MARKER: DV = VERTICAL CONTROL DISK
 JZ3664_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ3664_SP_SET: BRIDGE ABUTMENT
 JZ3664_STAMPING: B 346 1993
 JZ3664_MARK LOGO: NGS   
 JZ3664_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3664+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ3664
 JZ3664  HISTORY     - Date     Condition        Report By
 JZ3664  HISTORY     - 1993     MONUMENTED       NGS
 JZ3664  HISTORY     - 20041015 GOOD             INDIV
 JZ3664
 JZ3664                          STATION DESCRIPTION
 JZ3664
 JZ3664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3664'IN DAYTON, AT THE INTERSECTION OF RIVERSIDE DRIVE AND HELENA STREET,
 JZ3664'IN THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT WALKWAY OF
 JZ3664'THE STREET BRIDGE SPANNING THE MIAMI RIVER, 17.2 M (56.4 FT)
 JZ3664'NORTHEAST OF THE DRIVE CENTER, 5.7 M (18.7 FT) SOUTHEAST OF THE
 JZ3664'STREET CENTERLINE, 1.6 M (5.2 FT) NORTH OF A UTILITY LIGHT POLE, 0.3
 JZ3664'M (1.0 FT) SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST BRIDGE
 JZ3664'RAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 JZ3664
 JZ3664                          STATION RECOVERY (2004)
 JZ3664
 JZ3664'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3615 ***********************************************************************
 JZ3615  DESIGNATION -  B 347
 JZ3615  PID         -  JZ3615
 JZ3615  STATE/COUNTY-  OH/HAMILTON
 JZ3615  USGS QUAD   -  GLENDALE (1987)
 JZ3615
 JZ3615                         *CURRENT SURVEY CONTROL
 JZ3615  ___________________________________________________________________
 JZ3615* NAD 83(1986)-  39 17 11.     (N)    084 26 32.     (W)     SCALED    
 JZ3615* NAVD 88     -       183.792  (meters)     602.99   (feet)  ADJUSTED  
 JZ3615  ___________________________________________________________________
 JZ3615  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ3615  DYNAMIC HT  -         183.679 (meters)     602.62  (feet)  COMP
 JZ3615  MODELED GRAV-     980,013.8   (mgal)                       NAVD 88
 JZ3615
 JZ3615  VERT ORDER  -  FIRST     CLASS II
 JZ3615
 JZ3615.The horizontal coordinates were scaled from a topographic map and have
 JZ3615.an estimated accuracy of +/- 6 seconds.
 JZ3615
 JZ3615.The orthometric height was determined by differential leveling
 JZ3615.and adjusted by the National Geodetic Survey in January 1994..
 JZ3615
 JZ3615.The geoid height was determined by GEOID03.
 JZ3615
 JZ3615.The dynamic height is computed by dividing the NAVD 88
 JZ3615.geopotential number by the normal gravity value computed on the
 JZ3615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3615.degrees latitude (g = 980.6199 gals.).
 JZ3615
 JZ3615.The modeled gravity was interpolated from observed gravity values.
 JZ3615
 JZ3615;                    North         East    Units  Estimated Accuracy
 JZ3615;SPC OH S     -   144,610.      432,460.      MT  (+/- 180 meters Scaled)
 JZ3615
 JZ3615                          SUPERSEDED SURVEY CONTROL
 JZ3615
 JZ3615.No superseded survey control is available for this station.
 JZ3615
 JZ3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ206516(NAD 83)
 JZ3615_MARKER: I = METAL ROD
 JZ3615_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3615_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3615_STAMPING: B 347 1993
 JZ3615_MARK LOGO: NGS   
 JZ3615_PROJECTION: FLUSH
 JZ3615_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3615+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3615_ROD/PIPE-DEPTH: 5.4  meters
 JZ3615_SLEEVE-DEPTH  : 0.9 meters
 JZ3615
 JZ3615  HISTORY     - Date     Condition        Report By
 JZ3615  HISTORY     - 1993     MONUMENTED       NGS
 JZ3615  HISTORY     - 20031206 GOOD             GEOCAC
 JZ3615
 JZ3615                          STATION DESCRIPTION
 JZ3615
 JZ3615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3615'0.4 KM (0.25 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 JZ3615'JUNCTION OF INTERSTATE HIGHWAY 275 IN SHARONVILLE (EXIT 16), 36.9 M
 JZ3615'(121.1 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 JZ3615'27.1 M (88.9 FT) NORTH OF THE NORTHEAST CORNER OF A WALKWAY AROUND
 JZ3615'THE ENVOY INN, 3.1 M (10.2 FT) EAST OF THE EAST EDGE OF THE MOTEL
 JZ3615'PARKING LOT, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 JZ3615'(1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 JZ3615'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 JZ3615'THE SPECIFICATIONS FOR A CLASS A MARK.
 JZ3615
 JZ3615                          STATION RECOVERY (2003)
 JZ3615
 JZ3615'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 JZ3615'THE ENVOY INN IS NOW THE ECONOLODGE, AND THE DISK IS NOW WEST OF THE
 JZ3615'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2499 ***********************************************************************
 LA2499  DESIGNATION -  B 348
 LA2499  PID         -  LA2499
 LA2499  STATE/COUNTY-  OH/MIAMI
 LA2499  USGS QUAD   -  PIQUA EAST (1984)
 LA2499
 LA2499                         *CURRENT SURVEY CONTROL
 LA2499  ___________________________________________________________________
 LA2499* NAD 83(1986)-  40 09 35.     (N)    084 13 20.     (W)     SCALED    
 LA2499* NAVD 88     -       281.068  (meters)     922.14   (feet)  ADJUSTED  
 LA2499  ___________________________________________________________________
 LA2499  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LA2499  DYNAMIC HT  -         280.928 (meters)     921.68  (feet)  COMP
 LA2499  MODELED GRAV-     980,118.1   (mgal)                       NAVD 88
 LA2499
 LA2499  VERT ORDER  -  FIRST     CLASS II
 LA2499
 LA2499.The horizontal coordinates were scaled from a topographic map and have
 LA2499.an estimated accuracy of +/- 6 seconds.
 LA2499
 LA2499.The orthometric height was determined by differential leveling
 LA2499.and adjusted by the National Geodetic Survey in January 1994..
 LA2499
 LA2499.The geoid height was determined by GEOID03.
 LA2499
 LA2499.The dynamic height is computed by dividing the NAVD 88
 LA2499.geopotential number by the normal gravity value computed on the
 LA2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2499.degrees latitude (g = 980.6199 gals.).
 LA2499
 LA2499.The modeled gravity was interpolated from observed gravity values.
 LA2499
 LA2499;                    North         East    Units  Estimated Accuracy
 LA2499;SPC OH S     -   241,170.      453,280.      MT  (+/- 180 meters Scaled)
 LA2499
 LA2499                          SUPERSEDED SURVEY CONTROL
 LA2499
 LA2499.No superseded survey control is available for this station.
 LA2499
 LA2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK365491(NAD 83)
 LA2499_MARKER: I = METAL ROD
 LA2499_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2499_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2499_STAMPING: B 348 1993
 LA2499_MARK LOGO: NGS   
 LA2499_PROJECTION: FLUSH
 LA2499_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LA2499+STABILITY: POSITION/ELEVATION WELL
 LA2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2499+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2499_ROD/PIPE-DEPTH: 7.0  meters
 LA2499_SLEEVE-DEPTH  : 3.1 meters
 LA2499
 LA2499  HISTORY     - Date     Condition        Report By
 LA2499  HISTORY     - 1993     MONUMENTED       NGS
 LA2499
 LA2499                          STATION DESCRIPTION
 LA2499
 LA2499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2499'17.9 KM (11.10 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2499'JUNCTION OF STATE HIGHWAY 29 IN SIDNEY (EXIT 93), 701.0 M (2299.9 FT)
 LA2499'SOUTH OF THE CENTER OF PIQUA-SIDNEY ROAD (EXIT 83), 31.6 M (103.7 FT)
 LA2499'NORTHEAST OF THE EAST LEG OF A HIGHWAY INFORMATION SIGN (CO RD 25A
 LA2499'EXIT 83), 20.5 M (67.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 LA2499'LANES OF THE HIGHWAY, 1.1 M (3.6 FT) WEST OF A WITNESS POST AND A
 LA2499'BRACED FENCE POST, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LA2499'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2488 ***********************************************************************
 LA2488  DESIGNATION -  B 349
 LA2488  PID         -  LA2488
 LA2488  STATE/COUNTY-  OH/MIAMI
 LA2488  USGS QUAD   -  TROY (1984)
 LA2488
 LA2488                         *CURRENT SURVEY CONTROL
 LA2488  ___________________________________________________________________
 LA2488* NAD 83(1986)-  40 01 44.     (N)    084 13 24.     (W)     SCALED    
 LA2488* NAVD 88     -       260.267  (meters)     853.89   (feet)  ADJUSTED  
 LA2488  ___________________________________________________________________
 LA2488  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LA2488  DYNAMIC HT  -         260.132 (meters)     853.45  (feet)  COMP
 LA2488  MODELED GRAV-     980,099.5   (mgal)                       NAVD 88
 LA2488
 LA2488  VERT ORDER  -  FIRST     CLASS II
 LA2488
 LA2488.The horizontal coordinates were scaled from a topographic map and have
 LA2488.an estimated accuracy of +/- 6 seconds.
 LA2488
 LA2488.The orthometric height was determined by differential leveling
 LA2488.and adjusted by the National Geodetic Survey in January 1994..
 LA2488
 LA2488.The geoid height was determined by GEOID03.
 LA2488
 LA2488.The dynamic height is computed by dividing the NAVD 88
 LA2488.geopotential number by the normal gravity value computed on the
 LA2488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2488.degrees latitude (g = 980.6199 gals.).
 LA2488
 LA2488.The modeled gravity was interpolated from observed gravity values.
 LA2488
 LA2488;                    North         East    Units  Estimated Accuracy
 LA2488;SPC OH S     -   226,640.      452,910.      MT  (+/- 180 meters Scaled)
 LA2488
 LA2488                          SUPERSEDED SURVEY CONTROL
 LA2488
 LA2488.No superseded survey control is available for this station.
 LA2488
 LA2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK369346(NAD 83)
 LA2488_MARKER: I = METAL ROD
 LA2488_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2488_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2488_STAMPING: B 349 1993
 LA2488_MARK LOGO: NGS   
 LA2488_PROJECTION: FLUSH
 LA2488_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2488+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2488_ROD/PIPE-DEPTH: 4.5  meters
 LA2488_SLEEVE-DEPTH  : 0.9 meters
 LA2488
 LA2488  HISTORY     - Date     Condition        Report By
 LA2488  HISTORY     - 1993     MONUMENTED       NGS
 LA2488
 LA2488                          STATION DESCRIPTION
 LA2488
 LA2488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2488'IN TROY, AT THE INTERSECTION OF STATE HIGHWAYS 55 AND 718, 50.5 M
 LA2488'(165.7 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF
 LA2488'HIGHWAY 55, 26.0 M (85.3 FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTH
 LA2488'ENTRANCE TO A MALL, 23.8 M (78.1 FT) NORTHEAST OF THE CENTERLINE OF
 LA2488'HIGHWAY 718, 2.1 M (6.9 FT) NORTHWEST OF A FENCE CORNER, AND 1.2 M
 LA2488'(3.9 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 LA2488'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 LA2488'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1128 ***********************************************************************
 JY1128  DESIGNATION -  B 35
 JY1128  PID         -  JY1128
 JY1128  STATE/COUNTY-  OH/CLARK
 JY1128  USGS QUAD   -  SPRINGFIELD (1981)
 JY1128
 JY1128                         *CURRENT SURVEY CONTROL
 JY1128  ___________________________________________________________________
 JY1128* NAD 83(1986)-  39 56 49.     (N)    083 48 00.     (W)     SCALED    
 JY1128* NAVD 88     -       301.997  (meters)     990.80   (feet)  ADJUSTED  
 JY1128  ___________________________________________________________________
 JY1128  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JY1128  DYNAMIC HT  -         301.829 (meters)     990.25  (feet)  COMP
 JY1128  MODELED GRAV-     980,059.2   (mgal)                       NAVD 88
 JY1128
 JY1128  VERT ORDER  -  SECOND    CLASS 0
 JY1128
 JY1128.The horizontal coordinates were scaled from a topographic map and have
 JY1128.an estimated accuracy of +/- 6 seconds.
 JY1128
 JY1128.The orthometric height was determined by differential leveling
 JY1128.and adjusted by the National Geodetic Survey in June 1991..
 JY1128
 JY1128.The geoid height was determined by GEOID03.
 JY1128
 JY1128.The dynamic height is computed by dividing the NAVD 88
 JY1128.geopotential number by the normal gravity value computed on the
 JY1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1128.degrees latitude (g = 980.6199 gals.).
 JY1128
 JY1128.The modeled gravity was interpolated from observed gravity values.
 JY1128
 JY1128;                    North         East    Units  Estimated Accuracy
 JY1128;SPC OH S     -   216,940.      488,910.      MT  (+/- 180 meters Scaled)
 JY1128
 JY1128                          SUPERSEDED SURVEY CONTROL
 JY1128
 JY1128  NGVD 29 (??/??/92)  302.178  (m)          991.40   (f) ADJ UNCH    2 0
 JY1128
 JY1128.Superseded values are not recommended for survey control.
 JY1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1128.See file dsdata.txt to determine how the superseded data were derived.
 JY1128
 JY1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE607256(NAD 83)
 JY1128_MARKER: DB = BENCH MARK DISK
 JY1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1128_STAMPING: B 35 1934
 JY1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1128+STABILITY: SURFACE MOTION
 JY1128
 JY1128  HISTORY     - Date     Condition        Report By
 JY1128  HISTORY     - 1934     MONUMENTED       CGS
 JY1128
 JY1128                          STATION DESCRIPTION
 JY1128
 JY1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY1128'2.7 MI N FROM SPRINGFIELD.
 JY1128'2.7 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JY1128'ST. LOUIS RAILWAY FROM THE STATION AT SPRINGFIELD, CLARK COUNTY,
 JY1128'BETWEEN THE TRACK AND A CONCRETE-MIXING PLANT, 36 FEET WEST OF
 JY1128'THE WEST RAIL, 9.8 FEET EAST OF THE WIRE FENCE, 5.3 FEET EAST OF
 JY1128'POLE 127/40, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 JY1128'DISK, STAMPED B 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2491 ***********************************************************************
 LA2491  DESIGNATION -  B 350
 LA2491  PID         -  LA2491
 LA2491  STATE/COUNTY-  OH/MIAMI
 LA2491  USGS QUAD   -  TROY (1984)
 LA2491
 LA2491                         *CURRENT SURVEY CONTROL
 LA2491  ___________________________________________________________________
 LA2491* NAD 83(1986)-  40 04 22.     (N)    084 13 59.     (W)     SCALED    
 LA2491* NAVD 88     -       266.816  (meters)     875.38   (feet)  ADJUSTED  
 LA2491  ___________________________________________________________________
 LA2491  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LA2491  DYNAMIC HT  -         266.680 (meters)     874.93  (feet)  COMP
 LA2491  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 LA2491
 LA2491  VERT ORDER  -  FIRST     CLASS II
 LA2491
 LA2491.The horizontal coordinates were scaled from a topographic map and have
 LA2491.an estimated accuracy of +/- 6 seconds.
 LA2491
 LA2491.The orthometric height was determined by differential leveling
 LA2491.and adjusted by the National Geodetic Survey in January 1994..
 LA2491
 LA2491.The geoid height was determined by GEOID03.
 LA2491
 LA2491.The dynamic height is computed by dividing the NAVD 88
 LA2491.geopotential number by the normal gravity value computed on the
 LA2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2491.degrees latitude (g = 980.6199 gals.).
 LA2491
 LA2491.The modeled gravity was interpolated from observed gravity values.
 LA2491
 LA2491;                    North         East    Units  Estimated Accuracy
 LA2491;SPC OH S     -   231,530.      452,170.      MT  (+/- 180 meters Scaled)
 LA2491
 LA2491                          SUPERSEDED SURVEY CONTROL
 LA2491
 LA2491.No superseded survey control is available for this station.
 LA2491
 LA2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK359395(NAD 83)
 LA2491_MARKER: I = METAL ROD
 LA2491_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2491_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2491_STAMPING: B 350 1993
 LA2491_MARK LOGO: NGS   
 LA2491_PROJECTION: FLUSH
 LA2491_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2491+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2491_ROD/PIPE-DEPTH: 3.3  meters
 LA2491_SLEEVE-DEPTH  : 0.9 meters
 LA2491
 LA2491  HISTORY     - Date     Condition        Report By
 LA2491  HISTORY     - 1993     MONUMENTED       NGS
 LA2491
 LA2491                          STATION DESCRIPTION
 LA2491
 LA2491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2491'24.2 KM (15.05 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2491'JUNCTION OF INTERSTATE HIGHWAY 70 IN VANDALIA (EXIT 61), 525.0 M
 LA2491'(1722.4 FT) SOUTH OF THE INTERSECTION OF ELDEAN ROAD, 59.5 M (195.2
 LA2491'FT) SOUTH OF A BRACED FENCE POST, 19.7 M (64.6 FT) EAST OF THE
 LA2491'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT)
 LA2491'BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) WEST OF A WITNESS
 LA2491'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LA2491'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 LA2491'CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2422 ***********************************************************************
 KZ2422  DESIGNATION -  B 351
 KZ2422  PID         -  KZ2422
 KZ2422  STATE/COUNTY-  OH/HANCOCK
 KZ2422  USGS QUAD   -  RAWSON (1972)
 KZ2422
 KZ2422                         *CURRENT SURVEY CONTROL
 KZ2422  ___________________________________________________________________
 KZ2422* NAD 83(1995)-  40 55 01.26634(N)    083 49 03.21106(W)     ADJUSTED  
 KZ2422* NAVD 88     -       253.678  (meters)     832.28   (feet)  ADJUSTED  
 KZ2422  ___________________________________________________________________
 KZ2422  X           -     519,820.366 (meters)                     COMP
 KZ2422  Y           -  -4,798,724.170 (meters)                     COMP
 KZ2422  Z           -   4,155,606.876 (meters)                     COMP
 KZ2422  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 KZ2422  ELLIP HEIGHT-         218.29  (meters)          (10/07/05) GPS OBS
 KZ2422  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 KZ2422  DYNAMIC HT  -         253.552 (meters)     831.86  (feet)  COMP
 KZ2422  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 KZ2422
 KZ2422  HORZ ORDER  -  FIRST
 KZ2422  VERT ORDER  -  FIRST     CLASS II
 KZ2422  ELLP ORDER  -  FOURTH    CLASS I
 KZ2422
 KZ2422.The horizontal coordinates were established by GPS observations
 KZ2422.and adjusted by the National Geodetic Survey in April 1998..
 KZ2422
 KZ2422.The orthometric height was determined by differential leveling
 KZ2422.and adjusted by the National Geodetic Survey in January 1994..
 KZ2422
 KZ2422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2422
 KZ2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2422
 KZ2422.The ellipsoidal height was determined by GPS observations
 KZ2422.and is referenced to NAD 83.
 KZ2422
 KZ2422.The geoid height was determined by GEOID03.
 KZ2422
 KZ2422.The dynamic height is computed by dividing the NAVD 88
 KZ2422.geopotential number by the normal gravity value computed on the
 KZ2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ2422.degrees latitude (g = 980.6199 gals.).
 KZ2422
 KZ2422.The modeled gravity was interpolated from observed gravity values.
 KZ2422
 KZ2422;                    North         East     Units Scale Factor Converg.
 KZ2422;SPC OH N     -   139,684.587   489,018.643   MT  0.99994258   -0 51 56.1
 KZ2422;UTM  17      - 4,533,368.115   262,728.303   MT  1.00029297   -1 50 46.5
 KZ2422
 KZ2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2422!SPC OH N     -   0.99996576  x   0.99994258  =   0.99990834
 KZ2422!UTM  17      -   0.99996576  x   1.00029297  =   1.00025872
 KZ2422
 KZ2422                          SUPERSEDED SURVEY CONTROL
 KZ2422
 KZ2422  ELLIP H (04/01/98)  218.31   (m)                       GP(       ) 4 1
 KZ2422  NAD 83(1986)-  40 55 01.27598(N)    083 49 03.22350(W) AD(       ) 1
 KZ2422  NAVD 88 (07/20/95)  253.68   (m)          832.3    (f) LEVELING    3  
 KZ2422
 KZ2422.Superseded values are not recommended for survey control.
 KZ2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2422.See file dsdata.txt to determine how the superseded data were derived.
 KZ2422
 KZ2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6272833368(NAD 83)
 KZ2422_MARKER: I = METAL ROD
 KZ2422_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KZ2422_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KZ2422_STAMPING: B 351 1993
 KZ2422_MARK LOGO: NGS   
 KZ2422_PROJECTION: FLUSH
 KZ2422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KZ2422+STABILITY: POSITION/ELEVATION WELL
 KZ2422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2422+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1994
 KZ2422_ROD/PIPE-DEPTH: 8.0  meters
 KZ2422_SLEEVE-DEPTH  : 3.1 meters
 KZ2422
 KZ2422  HISTORY     - Date     Condition        Report By
 KZ2422  HISTORY     - 1993     MONUMENTED       NGS
 KZ2422  HISTORY     - 19940823 GOOD             OH-063
 KZ2422
 KZ2422                          STATION DESCRIPTION
 KZ2422
 KZ2422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 KZ2422'21.6 KM (13.40 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 KZ2422'JUNCTION OF STATE HIGHWAY 224 IN FINDLAY (EXIT 159), 570 M (1870.1
 KZ2422'FT) NORTHEAST OF THE CENTER OF STATE HIGHWAY 235, 26.5 M (86.9 FT)
 KZ2422'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 KZ2422'15.6 M (51.2 FT) WEST OF THE NORTHWEST LEG OF A HIGHWAY INFORMATION
 KZ2422'SIGN (EXIT 145 ADA MOUNT CORY STATE ROUTE 235), 1.2 M (3.9 FT)
 KZ2422'SOUTHEAST OF A WITNESS POST AND A BRACED FENCE POST, AND 0.6 M (2.0
 KZ2422'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 KZ2422'IS THROUGH A 5-INCH LOGO CAP.
 KZ2422
 KZ2422                          STATION RECOVERY (1994)
 KZ2422
 KZ2422'RECOVERY NOTE BY HANCOCK COUNTY OHIO 1994 (TM)
 KZ2422'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1673 ***********************************************************************
 MC1673  DESIGNATION -  B 352
 MC1673  PID         -  MC1673
 MC1673  STATE/COUNTY-  OH/WOOD
 MC1673  USGS QUAD   -  BOWLING GREEN SOUTH (1994)
 MC1673
 MC1673                         *CURRENT SURVEY CONTROL
 MC1673  ___________________________________________________________________
 MC1673* NAD 83(1986)-  41 19 35.     (N)    083 39 18.     (W)     SCALED    
 MC1673* NAVD 88     -       207.654  (meters)     681.28   (feet)  ADJUSTED  
 MC1673  ___________________________________________________________________
 MC1673  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC1673  DYNAMIC HT  -         207.566 (meters)     680.99  (feet)  COMP
 MC1673  MODELED GRAV-     980,194.3   (mgal)                       NAVD 88
 MC1673
 MC1673  VERT ORDER  -  FIRST     CLASS II
 MC1673
 MC1673.The horizontal coordinates were scaled from a topographic map and have
 MC1673.an estimated accuracy of +/- 6 seconds.
 MC1673
 MC1673.The orthometric height was determined by differential leveling
 MC1673.and adjusted by the National Geodetic Survey in January 1994..
 MC1673
 MC1673.The geoid height was determined by GEOID03.
 MC1673
 MC1673.The dynamic height is computed by dividing the NAVD 88
 MC1673.geopotential number by the normal gravity value computed on the
 MC1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1673.degrees latitude (g = 980.6199 gals.).
 MC1673
 MC1673.The modeled gravity was interpolated from observed gravity values.
 MC1673
 MC1673;                    North         East    Units  Estimated Accuracy
 MC1673;SPC OH N     -   184,950.      503,310.      MT  (+/- 180 meters Scaled)
 MC1673
 MC1673                          SUPERSEDED SURVEY CONTROL
 MC1673
 MC1673.No superseded survey control is available for this station.
 MC1673
 MC1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF778783(NAD 83)
 MC1673_MARKER: I = METAL ROD
 MC1673_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC1673+WITH SETTING: INFORMATION.
 MC1673_SP_SET: METAL ROD DRIVEN INTO GROUND
 MC1673_STAMPING: B 352 1993
 MC1673_MARK LOGO: NGS   
 MC1673_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1673+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1673
 MC1673  HISTORY     - Date     Condition        Report By
 MC1673  HISTORY     - 1993     MONUMENTED       NGS
 MC1673
 MC1673                          STATION DESCRIPTION
 MC1673
 MC1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1673'IN PORTAGE, AT 351 MAIN STREET, 91.0 M (298.6 FT) WEST OF THE
 MC1673'NORTHWEST CORNER OF A GARAGE AT THE CHRIST UNITED METHODIST CHURCH
 MC1673'PARSONAGE, 33.5 M (109.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 MC1673'MOST NORTHEASTERLY OF 4 BUILDINGS AT 351 MAIN STREET, 22.7 M (74.5
 MC1673'FT) SOUTH OF THE CENTER OF THE STREET, AND 9.6 M (31.5 FT) SOUTH OF A
 MC1673'6-INCH TREE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MC1673'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 MC1673'CLASS A MARK.  A STAINLESS STEEL ROD DRIVEN 2.4 METERS TO REFUSAL AND
 MC1673'ANCHORED, RECESSED 1 CM.  THE MARK IS ON PROPERTY OWNED BY THE WOOD
 MC1673'COUNTY BOARD OF MR/DD, 1160 EAST GYPSY LANE ROAD, BOWLING GREEN, OH
 MC1673'43402, TELEPHONE NUMBER (419) 352-5115 EXTENSION 289.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0860 ***********************************************************************
 JY0860  DESIGNATION -  B 36
 JY0860  PID         -  JY0860
 JY0860  STATE/COUNTY-  OH/PICKAWAY
 JY0860  USGS QUAD   -  WILLIAMSPORT (1961)
 JY0860
 JY0860                         *CURRENT SURVEY CONTROL
 JY0860  ___________________________________________________________________
 JY0860* NAD 83(1986)-  39 34 11.     (N)    083 06 52.     (W)     SCALED    
 JY0860* NAVD 88     -       226.767  (meters)     743.98   (feet)  ADJUSTED  
 JY0860  ___________________________________________________________________
 JY0860  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JY0860  DYNAMIC HT  -         226.636 (meters)     743.55  (feet)  COMP
 JY0860  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 JY0860
 JY0860  VERT ORDER  -  SECOND    CLASS 0
 JY0860
 JY0860.The horizontal coordinates were scaled from a topographic map and have
 JY0860.an estimated accuracy of +/- 6 seconds.
 JY0860
 JY0860.The orthometric height was determined by differential leveling
 JY0860.and adjusted by the National Geodetic Survey in June 1991..
 JY0860
 JY0860.The geoid height was determined by GEOID03.
 JY0860
 JY0860.The dynamic height is computed by dividing the NAVD 88
 JY0860.geopotential number by the normal gravity value computed on the
 JY0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0860.degrees latitude (g = 980.6199 gals.).
 JY0860
 JY0860.The modeled gravity was interpolated from observed gravity values.
 JY0860
 JY0860;                    North         East    Units  Estimated Accuracy
 JY0860;SPC OH S     -   174,440.      547,210.      MT  (+/- 180 meters Scaled)
 JY0860
 JY0860                          SUPERSEDED SURVEY CONTROL
 JY0860
 JY0860  NGVD 29 (??/??/92)  226.938  (m)          744.55   (f) ADJ UNCH    2 0
 JY0860
 JY0860.Superseded values are not recommended for survey control.
 JY0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0860.See file dsdata.txt to determine how the superseded data were derived.
 JY0860
 JY0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD183821(NAD 83)
 JY0860_MARKER: DR = REFERENCE MARK DISK
 JY0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0860_STAMPING: B 36 1934
 JY0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0860+STABILITY: SURFACE MOTION
 JY0860
 JY0860  HISTORY     - Date     Condition        Report By
 JY0860  HISTORY     - 1934     MONUMENTED       CGS
 JY0860
 JY0860                          STATION DESCRIPTION
 JY0860
 JY0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0860'AT WILLIAMSPORT.
 JY0860'AT WILLIAMSPORT, PICKAWAY COUNTY, ON THE PENNSYLVANIA RAILROAD,
 JY0860'35 YARDS WEST OF THE NORTHWEST CORNER OF THE STATION, 15 RAILS WEST
 JY0860'OF THE C.K. HUNSICKER GRAIN ELEVATOR, ONE FOOT SOUTH OF THE WEST
 JY0860'END OF THE BRICK STATION PLATFORM, 13.9 FEET SOUTH OF THE SOUTH RAIL,
 JY0860'AND ABOUT ONE FOOT ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 JY0860'STAMPED B 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1139 ***********************************************************************
 JY1139  DESIGNATION -  B 37
 JY1139  PID         -  JY1139
 JY1139  STATE/COUNTY-  OH/GREENE
 JY1139  USGS QUAD   -  JAMESTOWN (1974)
 JY1139
 JY1139                         *CURRENT SURVEY CONTROL
 JY1139  ___________________________________________________________________
 JY1139* NAD 83(1986)-  39 39 23.     (N)    083 44 09.     (W)     SCALED    
 JY1139* NAVD 88     -       320.078  (meters)    1050.12   (feet)  ADJUSTED  
 JY1139  ___________________________________________________________________
 JY1139  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JY1139  DYNAMIC HT  -         319.892 (meters)    1049.51  (feet)  COMP
 JY1139  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 JY1139
 JY1139  VERT ORDER  -  SECOND    CLASS 0
 JY1139
 JY1139.The horizontal coordinates were scaled from a topographic map and have
 JY1139.an estimated accuracy of +/- 6 seconds.
 JY1139
 JY1139.The orthometric height was determined by differential leveling
 JY1139.and adjusted by the National Geodetic Survey in June 1991..
 JY1139
 JY1139.The geoid height was determined by GEOID03.
 JY1139
 JY1139.The dynamic height is computed by dividing the NAVD 88
 JY1139.geopotential number by the normal gravity value computed on the
 JY1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1139.degrees latitude (g = 980.6199 gals.).
 JY1139
 JY1139.The modeled gravity was interpolated from observed gravity values.
 JY1139
 JY1139;                    North         East    Units  Estimated Accuracy
 JY1139;SPC OH S     -   184,610.      493,950.      MT  (+/- 180 meters Scaled)
 JY1139
 JY1139                          SUPERSEDED SURVEY CONTROL
 JY1139
 JY1139  NGVD 29 (??/??/92)  320.244  (m)         1050.67   (f) ADJ UNCH    2 0
 JY1139
 JY1139.Superseded values are not recommended for survey control.
 JY1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1139.See file dsdata.txt to determine how the superseded data were derived.
 JY1139
 JY1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD652931(NAD 83)
 JY1139_MARKER: DB = BENCH MARK DISK
 JY1139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY1139_SP_SET: WATER TOWER BASE
 JY1139_STAMPING: B 37 1934
 JY1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1139
 JY1139  HISTORY     - Date     Condition        Report By
 JY1139  HISTORY     - 1934     MONUMENTED       CGS
 JY1139
 JY1139                          STATION DESCRIPTION
 JY1139
 JY1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY1139'0.2 MI NW FROM JAMESTOWN.
 JY1139'0.2 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY1139'STATION AT JAMESTOWN, GREENE COUNTY, 280 YARDS WEST OF THE SOUTHWEST
 JY1139'CORNER OF THE STATION, 87 YARDS WEST OF THE CENTER OF THE CROSSING
 JY1139'OF LIMESTONE STREET, 12.8 FEET SOUTH OF THE SOUTH RAIL, AT THE
 JY1139'WATER TOWER, IN THE TOP OF THE NORTHWEST BASE, AND ABOUT ONE FOOT
 JY1139'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 37 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1544 ***********************************************************************
 KZ1544  DESIGNATION -  B 38
 KZ1544  PID         -  KZ1544
 KZ1544  STATE/COUNTY-  OH/UNION
 KZ1544  USGS QUAD   -  PLUMWOOD (1961)
 KZ1544
 KZ1544                         *CURRENT SURVEY CONTROL
 KZ1544  ___________________________________________________________________
 KZ1544* NAD 83(1986)-  40 06 41.     (N)    083 23 41.     (W)     SCALED    
 KZ1544* NAVD 88     -       298.327  (meters)     978.76   (feet)  ADJUSTED  
 KZ1544  ___________________________________________________________________
 KZ1544  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KZ1544  DYNAMIC HT  -         298.172 (meters)     978.25  (feet)  COMP
 KZ1544  MODELED GRAV-     980,098.0   (mgal)                       NAVD 88
 KZ1544
 KZ1544  VERT ORDER  -  SECOND    CLASS 0
 KZ1544
 KZ1544.The horizontal coordinates were scaled from a topographic map and have
 KZ1544.an estimated accuracy of +/- 6 seconds.
 KZ1544
 KZ1544.The orthometric height was determined by differential leveling
 KZ1544.and adjusted by the National Geodetic Survey in June 1991..
 KZ1544
 KZ1544.The geoid height was determined by GEOID03.
 KZ1544
 KZ1544.The dynamic height is computed by dividing the NAVD 88
 KZ1544.geopotential number by the normal gravity value computed on the
 KZ1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1544.degrees latitude (g = 980.6199 gals.).
 KZ1544
 KZ1544.The modeled gravity was interpolated from observed gravity values.
 KZ1544
 KZ1544;                    North         East    Units  Estimated Accuracy
 KZ1544;SPC OH N     -    49,780.      523,720.      MT  (+/- 180 meters Scaled)
 KZ1544
 KZ1544                          SUPERSEDED SURVEY CONTROL
 KZ1544
 KZ1544  NGVD 29 (??/??/92)  298.510  (m)          979.36   (f) ADJ UNCH    2 0
 KZ1544
 KZ1544.Superseded values are not recommended for survey control.
 KZ1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1544.See file dsdata.txt to determine how the superseded data were derived.
 KZ1544
 KZ1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE959428(NAD 83)
 KZ1544_MARKER: DB = BENCH MARK DISK
 KZ1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1544_STAMPING: B 38 1934
 KZ1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1544+STABILITY: SURFACE MOTION
 KZ1544
 KZ1544  HISTORY     - Date     Condition        Report By
 KZ1544  HISTORY     - 1934     MONUMENTED       CGS
 KZ1544  HISTORY     - 1959     GOOD             NGS
 KZ1544
 KZ1544                          STATION DESCRIPTION
 KZ1544
 KZ1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1544'8.9 MI S FROM MARYSVILLE.
 KZ1544'8.9 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE SOUTH CORPORATION
 KZ1544'LIMIT OF MARYSVILLE, UNION COUNTY, 80 YARDS SOUTH OF THE WEST
 KZ1544'JUNCTION OF STATE HIGHWAY 161, 60 YARDS NORTH OF A WHITE FRAME
 KZ1544'HOUSE, 29.1 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT
 KZ1544'WEST OF THE FENCE, AND ABOUT LEVEL WITH THE ROADWAY.  A STANDARD
 KZ1544'DISK, STAMPED B 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0922 ***********************************************************************
 JY0922  DESIGNATION -  B 39
 JY0922  PID         -  JY0922
 JY0922  STATE/COUNTY-  OH/FAYETTE
 JY0922  USGS QUAD   -  MIDWAY (1974)
 JY0922
 JY0922                         *CURRENT SURVEY CONTROL
 JY0922  ___________________________________________________________________
 JY0922* NAD 83(1986)-  39 40 26.     (N)    083 26 46.     (W)     SCALED    
 JY0922* NAVD 88     -       309.846  (meters)    1016.55   (feet)  ADJUSTED  
 JY0922  ___________________________________________________________________
 JY0922  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JY0922  DYNAMIC HT  -         309.681 (meters)    1016.01  (feet)  COMP
 JY0922  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 JY0922
 JY0922  VERT ORDER  -  SECOND    CLASS 0
 JY0922
 JY0922.The horizontal coordinates were scaled from a topographic map and have
 JY0922.an estimated accuracy of +/- 6 seconds.
 JY0922
 JY0922.The orthometric height was determined by differential leveling
 JY0922.and adjusted by the National Geodetic Survey in June 1991..
 JY0922
 JY0922.The geoid height was determined by GEOID03.
 JY0922
 JY0922.The dynamic height is computed by dividing the NAVD 88
 JY0922.geopotential number by the normal gravity value computed on the
 JY0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0922.degrees latitude (g = 980.6199 gals.).
 JY0922
 JY0922.The modeled gravity was interpolated from observed gravity values.
 JY0922
 JY0922;                    North         East    Units  Estimated Accuracy
 JY0922;SPC OH S     -   186,250.      518,830.      MT  (+/- 180 meters Scaled)
 JY0922
 JY0922                          SUPERSEDED SURVEY CONTROL
 JY0922
 JY0922  NGVD 29 (??/??/92)  310.033  (m)         1017.17   (f) ADJ UNCH    2 0
 JY0922
 JY0922.Superseded values are not recommended for survey control.
 JY0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0922.See file dsdata.txt to determine how the superseded data were derived.
 JY0922
 JY0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD901944(NAD 83)
 JY0922_MARKER: DB = BENCH MARK DISK
 JY0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0922_STAMPING: B 39 1934
 JY0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0922+STABILITY: SURFACE MOTION
 JY0922
 JY0922  HISTORY     - Date     Condition        Report By
 JY0922  HISTORY     - 1934     MONUMENTED       CGS
 JY0922
 JY0922                          STATION DESCRIPTION
 JY0922
 JY0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0922'4.3 MI S FROM SEDALIA.
 JY0922'IN FAYETTE COUNTY, 4.3 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE
 JY0922'MIDWAY PUBLIC SCHOOL AT SEDALIA, MADISON COUNTY, 0.3 MILE
 JY0922'SOUTH OF YATESVILLE, 135 YARDS NORTH OF CULVERT FA 38 117, 28.4
 JY0922'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 5.8 FEET SOUTH OF
 JY0922'A POLE, AND 2.1 FEET WEST OF THE FENCE LINE.  A STANDARD DISK,
 JY0922'STAMPED B 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0158 ***********************************************************************
 MD0158  DESIGNATION -  B 40
 MD0158  PID         -  MD0158
 MD0158  STATE/COUNTY-  OH/HENRY
 MD0158  USGS QUAD   -  FLORIDA (1977)
 MD0158
 MD0158                         *CURRENT SURVEY CONTROL
 MD0158  ___________________________________________________________________
 MD0158* NAD 83(1986)-  41 21 59.     (N)    084 11 30.     (W)     SCALED    
 MD0158* NAVD 88     -       210.993  (meters)     692.23   (feet)  POSTED    
 MD0158  ___________________________________________________________________
 MD0158  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 MD0158  DYNAMIC HT  -         210.900 (meters)     691.93  (feet)  COMP
 MD0158  MODELED GRAV-     980,190.9   (mgal)                       NAVD 88
 MD0158
 MD0158  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MD0158
 MD0158.The horizontal coordinates were scaled from a topographic map and have
 MD0158.an estimated accuracy of +/- 6 seconds.
 MD0158
 MD0158.The orthometric height was determined by differential leveling
 MD0158.and adjusted by the National Geodetic Survey in 1992..
 MD0158.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MD0158.rate of 1.1 thru 2.0 mm/km.
 MD0158
 MD0158.The geoid height was determined by GEOID03.
 MD0158
 MD0158.The dynamic height is computed by dividing the NAVD 88
 MD0158.geopotential number by the normal gravity value computed on the
 MD0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0158.degrees latitude (g = 980.6199 gals.).
 MD0158
 MD0158.The modeled gravity was interpolated from observed gravity values.
 MD0158
 MD0158;                    North         East    Units  Estimated Accuracy
 MD0158;SPC OH N     -   190,120.      458,480.      MT  (+/- 180 meters Scaled)
 MD0158
 MD0158                          SUPERSEDED SURVEY CONTROL
 MD0158
 MD0158  NGVD 29 (??/??/92)  211.193  (m)          692.89   (f) ADJ UNCH    2 0
 MD0158
 MD0158.Superseded values are not recommended for survey control.
 MD0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0158.See file dsdata.txt to determine how the superseded data were derived.
 MD0158
 MD0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL348832(NAD 83)
 MD0158_MARKER: DB = BENCH MARK DISK
 MD0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0158_STAMPING: B 40 1934
 MD0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0158+STABILITY: SURFACE MOTION
 MD0158
 MD0158  HISTORY     - Date     Condition        Report By
 MD0158  HISTORY     - 1934     MONUMENTED       CGS
 MD0158  HISTORY     - 1963     GOOD             NGS
 MD0158
 MD0158                          STATION DESCRIPTION
 MD0158
 MD0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MD0158'4 MI W FROM NAPOLEON.
 MD0158'4.0 MILES WEST ALONG THE WABASH RAILWAY FROM THE STATION AT
 MD0158'NAPOLEON, HENRY COUNTY, DIRECTLY OPPOSITE MILEPOST T 40 - ST.
 MD0158'L. 396, 21.7 FEET NORTH OF THE NORTH RAIL, 20 FEET SOUTH OF A
 MD0158'WIRE FENCE, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MD0158'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0029 ***********************************************************************
 MD0029  DESIGNATION -  B 41
 MD0029  PID         -  MD0029
 MD0029  STATE/COUNTY-  OH/WILLIAMS
 MD0029  USGS QUAD   -  WEST UNITY (1973)
 MD0029
 MD0029                         *CURRENT SURVEY CONTROL
 MD0029  ___________________________________________________________________
 MD0029* NAD 83(1986)-  41 32 05.     (N)    084 28 54.     (W)     SCALED    
 MD0029* NAVD 88     -       230.575  (meters)     756.48   (feet)  ADJUSTED  
 MD0029  ___________________________________________________________________
 MD0029  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 MD0029  DYNAMIC HT  -         230.486 (meters)     756.19  (feet)  COMP
 MD0029  MODELED GRAV-     980,232.1   (mgal)                       NAVD 88
 MD0029
 MD0029  VERT ORDER  -  SECOND    CLASS 0
 MD0029
 MD0029.The horizontal coordinates were scaled from a topographic map and have
 MD0029.an estimated accuracy of +/- 6 seconds.
 MD0029
 MD0029.The orthometric height was determined by differential leveling
 MD0029.and adjusted by the National Geodetic Survey in June 1991..
 MD0029
 MD0029.The geoid height was determined by GEOID03.
 MD0029
 MD0029.The dynamic height is computed by dividing the NAVD 88
 MD0029.geopotential number by the normal gravity value computed on the
 MD0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0029.degrees latitude (g = 980.6199 gals.).
 MD0029
 MD0029.The modeled gravity was interpolated from observed gravity values.
 MD0029
 MD0029;                    North         East    Units  Estimated Accuracy
 MD0029;SPC OH N     -   209,320.      434,650.      MT  (+/- 180 meters Scaled)
 MD0029
 MD0029                          SUPERSEDED SURVEY CONTROL
 MD0029
 MD0029  NGVD 29 (??/??/92)  230.726  (m)          756.97   (f) ADJ UNCH    2 0
 MD0029
 MD0029.Superseded values are not recommended for survey control.
 MD0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0029.See file dsdata.txt to determine how the superseded data were derived.
 MD0029
 MD0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM100011(NAD 83)
 MD0029_MARKER: DB = BENCH MARK DISK
 MD0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0029_STAMPING: B 41 1934
 MD0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0029+STABILITY: SURFACE MOTION
 MD0029
 MD0029  HISTORY     - Date     Condition        Report By
 MD0029  HISTORY     - 1934     MONUMENTED       CGS
 MD0029
 MD0029                          STATION DESCRIPTION
 MD0029
 MD0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0029'2 MI N FROM PULASKI.
 MD0029'2.0 MILES NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 MD0029'CROSSING OF U.S. HIGHWAY 127 AT PULASKI, WILLIAMS COUNTY, 95
 MD0029'YARDS SOUTHWEST OF THE CROSSING OF THE SOUTHEAST RAIL AND THE
 MD0029'CENTERLINE OF A DIRT ROAD, 34 YARDS SOUTHWEST OF A WHISTLE
 MD0029'POST, 7 YARDS SOUTHEAST OF THE SOUTHEAST RAIL, 3 YARDS NORTHWEST
 MD0029'OF A WIRE FENCE, 6 FEET NORTH OF POLE 53+25, AND ABOUT 1-1/2 FEET
 MD0029'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 41 1934 AND SET
 MD0029'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0409 ***********************************************************************
 MD0409  DESIGNATION -  B 42
 MD0409  PID         -  MD0409
 MD0409  STATE/COUNTY-  OH/PAULDING
 MD0409  USGS QUAD   -  LATTY (1973)
 MD0409
 MD0409                         *CURRENT SURVEY CONTROL
 MD0409  ___________________________________________________________________
 MD0409* NAD 83(1986)-  41 05 09.     (N)    084 34 59.     (W)     SCALED    
 MD0409* NAVD 88     -       223.191  (meters)     732.25   (feet)  ADJUSTED  
 MD0409  ___________________________________________________________________
 MD0409  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MD0409  DYNAMIC HT  -         223.097 (meters)     731.94  (feet)  COMP
 MD0409  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 MD0409
 MD0409  VERT ORDER  -  FIRST     CLASS I
 MD0409
 MD0409.The horizontal coordinates were scaled from a topographic map and have
 MD0409.an estimated accuracy of +/- 6 seconds.
 MD0409
 MD0409.The orthometric height was determined by differential leveling
 MD0409.and adjusted by the National Geodetic Survey in June 1991..
 MD0409.WARNING-Repeat measurements at this control monument indicate possible
 MD0409.vertical movement.
 MD0409
 MD0409.The geoid height was determined by GEOID03.
 MD0409
 MD0409.The dynamic height is computed by dividing the NAVD 88
 MD0409.geopotential number by the normal gravity value computed on the
 MD0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0409.degrees latitude (g = 980.6199 gals.).
 MD0409
 MD0409.The modeled gravity was interpolated from observed gravity values.
 MD0409
 MD0409;                    North         East    Units  Estimated Accuracy
 MD0409;SPC OH N     -   159,680.      425,000.      MT  (+/- 180 meters Scaled)
 MD0409
 MD0409                          SUPERSEDED SURVEY CONTROL
 MD0409
 MD0409  NGVD 29 (01/19/93)  223.349  (m)          732.77   (f) ADJUSTED    1 1
 MD0409
 MD0409.Superseded values are not recommended for survey control.
 MD0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0409.See file dsdata.txt to determine how the superseded data were derived.
 MD0409
 MD0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL030511(NAD 83)
 MD0409_MARKER: DB = BENCH MARK DISK
 MD0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0409_SP_SET: CONCRETE POST
 MD0409_STAMPING: B 42 1934
 MD0409_MARK LOGO: CGS   
 MD0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0409+STABILITY: SURFACE MOTION
 MD0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0409+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0409
 MD0409  HISTORY     - Date     Condition        Report By
 MD0409  HISTORY     - 1934     MONUMENTED       CGS
 MD0409  HISTORY     - 1968     GOOD             NGS
 MD0409  HISTORY     - 19921020 GOOD             NGS
 MD0409
 MD0409                          STATION DESCRIPTION
 MD0409
 MD0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MD0409'AT LATTY.
 MD0409'AT LATTY, AT THE CROSSING OF THE PENN CENTRAL RAILROAD AND THE
 MD0409'NORFOLK AND WESTERN RAILWAY, 40 FEET SOUTHEAST OF THE CENTER OF
 MD0409'THE TRACKS INTERSECTION, 33.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 MD0409'NORFOLK AND WESTERN RAILWAY MAIN TRACK, 17 FEET EAST OF THE EAST
 MD0409'RAIL OF THE PENN CENTRAL RAILROAD, 8 FEET SOUTHWEST OF A TELEPHONE
 MD0409'POLE, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 MD0409'POST ONE INCH BELOW THE LEVEL OF THE GROUND.  SEC 36, T 2N,
 MD0409'R 2 E.
 MD0409
 MD0409                          STATION RECOVERY (1992)
 MD0409
 MD0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0409'IN LATTY, AT THE INTERSECTION OF THE NORFOLK SOUTHERN RAILROAD AND
 MD0409'RAILROAD STREET, 23.4 M (76.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 MD0409'OF A SIGNAL CONTROL BOX, 11.4 M (37.4 FT) WEST OF THE EXTENDED CENTER
 MD0409'OF THE STREET, 10.3 M (33.8 FT) SOUTH OF THE NEAR RAIL, 0.6 M (2.0
 MD0409'FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTH OF A WITNESS
 MD0409'POST, AND THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 MD0409'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0523 ***********************************************************************
 LA0523  DESIGNATION -  B 43
 LA0523  PID         -  LA0523
 LA0523  STATE/COUNTY-  OH/MERCER
 LA0523  USGS QUAD   -  CELINA (1982)
 LA0523
 LA0523                         *CURRENT SURVEY CONTROL
 LA0523  ___________________________________________________________________
 LA0523* NAD 83(1986)-  40 33 06.     (N)    084 34 36.     (W)     SCALED    
 LA0523* NAVD 88     -       266.965  (meters)     875.87   (feet)  ADJUSTED  
 LA0523  ___________________________________________________________________
 LA0523  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0523  DYNAMIC HT  -         266.838 (meters)     875.45  (feet)  COMP
 LA0523  MODELED GRAV-     980,139.6   (mgal)                       NAVD 88
 LA0523
 LA0523  VERT ORDER  -  SECOND    CLASS 0
 LA0523
 LA0523.The horizontal coordinates were scaled from a topographic map and have
 LA0523.an estimated accuracy of +/- 6 seconds.
 LA0523
 LA0523.The orthometric height was determined by differential leveling
 LA0523.and adjusted by the National Geodetic Survey in June 1991..
 LA0523
 LA0523.The geoid height was determined by GEOID03.
 LA0523
 LA0523.The dynamic height is computed by dividing the NAVD 88
 LA0523.geopotential number by the normal gravity value computed on the
 LA0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0523.degrees latitude (g = 980.6199 gals.).
 LA0523
 LA0523.The modeled gravity was interpolated from observed gravity values.
 LA0523
 LA0523;                    North         East    Units  Estimated Accuracy
 LA0523;SPC OH N     -   100,370.      424,120.      MT  (+/- 180 meters Scaled)
 LA0523
 LA0523                          SUPERSEDED SURVEY CONTROL
 LA0523
 LA0523  NGVD 29 (??/??/92)  267.125  (m)          876.39   (f) ADJ UNCH    2 0
 LA0523
 LA0523.Superseded values are not recommended for survey control.
 LA0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0523.See file dsdata.txt to determine how the superseded data were derived.
 LA0523
 LA0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK051918(NAD 83)
 LA0523_MARKER: DB = BENCH MARK DISK
 LA0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0523_STAMPING: B 43 1934
 LA0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0523+STABILITY: SURFACE MOTION
 LA0523
 LA0523  HISTORY     - Date     Condition        Report By
 LA0523  HISTORY     - 1934     MONUMENTED       CGS
 LA0523
 LA0523                          STATION DESCRIPTION
 LA0523
 LA0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0523'AT CELINA.
 LA0523'AT CELINA, MERCER COUNTY, ON THE CINCINNATI NORTHERN RAILROAD,
 LA0523'IN THE EAST ANGLE OF THE CROSSING OF ANTHONY STREET, AT THE
 LA0523'MERSMAN TABLE CO. PROPERTY, 17.5 FEET NORTHWEST OF THE NORTHWEST
 LA0523'CORNER OF A BRICK BUILDING, 41 FEET SOUTH OF THE CENTERLINE OF
 LA0523'THE STREET, 27.7 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 LA0523'5.8 FEET SOUTH OF TELEPHONE POLE 126/18, AND ABOUT 1 FOOT LOWER
 LA0523'THAN THE TRACK.  A STANDARD DISK, STAMPED B 43 1934 AND SET IN
 LA0523'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0473 ***********************************************************************
 LA0473  DESIGNATION -  B 44
 LA0473  PID         -  LA0473
 LA0473  STATE/COUNTY-  OH/VAN WERT
 LA0473  USGS QUAD   -  GLENMORE (1980)
 LA0473
 LA0473                         *CURRENT SURVEY CONTROL
 LA0473  ___________________________________________________________________
 LA0473* NAD 83(1986)-  40 46 56.     (N)    084 40 59.     (W)     SCALED    
 LA0473* NAVD 88     -       248.638  (meters)     815.74   (feet)  ADJUSTED  
 LA0473  ___________________________________________________________________
 LA0473  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 LA0473  DYNAMIC HT  -         248.527 (meters)     815.38  (feet)  COMP
 LA0473  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 LA0473
 LA0473  VERT ORDER  -  SECOND    CLASS 0
 LA0473
 LA0473.The horizontal coordinates were scaled from a topographic map and have
 LA0473.an estimated accuracy of +/- 6 seconds.
 LA0473
 LA0473.The orthometric height was determined by differential leveling
 LA0473.and adjusted by the National Geodetic Survey in June 1991..
 LA0473
 LA0473.The geoid height was determined by GEOID03.
 LA0473
 LA0473.The dynamic height is computed by dividing the NAVD 88
 LA0473.geopotential number by the normal gravity value computed on the
 LA0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0473.degrees latitude (g = 980.6199 gals.).
 LA0473
 LA0473.The modeled gravity was interpolated from observed gravity values.
 LA0473
 LA0473;                    North         East    Units  Estimated Accuracy
 LA0473;SPC OH N     -   126,180.      415,750.      MT  (+/- 180 meters Scaled)
 LA0473
 LA0473                          SUPERSEDED SURVEY CONTROL
 LA0473
 LA0473  NGVD 29 (??/??/92)  248.800  (m)          816.27   (f) ADJ UNCH    2 0
 LA0473
 LA0473.Superseded values are not recommended for survey control.
 LA0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0473.See file dsdata.txt to determine how the superseded data were derived.
 LA0473
 LA0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL955171(NAD 83)
 LA0473_MARKER: DB = BENCH MARK DISK
 LA0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0473_STAMPING: B 44 1934
 LA0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0473+STABILITY: SURFACE MOTION
 LA0473
 LA0473  HISTORY     - Date     Condition        Report By
 LA0473  HISTORY     - 1934     MONUMENTED       CGS
 LA0473
 LA0473                          STATION DESCRIPTION
 LA0473
 LA0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0473'0.6 MI E FROM GLENMORE.
 LA0473'0.6 MILE EAST ALONG THE ERIE RAILROAD FROM THE STATION AT GLENMORE,
 LA0473'VAN WERT COUNTY, 15 YARDS SOUTH ACROSS THE TRACK FROM MILEPOST
 LA0473'M 83, ABOUT 400 FEET EAST OF A FARM-ROAD CROSSING, ABOUT 300
 LA0473'FEET EAST OF SEMAPHORE 800-1, 5 YARDS SOUTH OF THE SOUTH RAIL,
 LA0473'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LA0473'DISK, STAMPED B 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0123 ***********************************************************************
 LA0123  DESIGNATION -  B 45
 LA0123  PID         -  LA0123
 LA0123  STATE/COUNTY-  OH/SHELBY
 LA0123  USGS QUAD   -  SIDNEY (1982)
 LA0123
 LA0123                         *CURRENT SURVEY CONTROL
 LA0123  ___________________________________________________________________
 LA0123* NAD 83(1986)-  40 16 20.     (N)    084 13 34.     (W)     SCALED    
 LA0123* NAVD 88     -       299.880  (meters)     983.86   (feet)  ADJUSTED  
 LA0123  ___________________________________________________________________
 LA0123  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LA0123  DYNAMIC HT  -         299.730 (meters)     983.36  (feet)  COMP
 LA0123  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 LA0123
 LA0123  VERT ORDER  -  SECOND    CLASS 0
 LA0123
 LA0123.The horizontal coordinates were scaled from a topographic map and have
 LA0123.an estimated accuracy of +/- 6 seconds.
 LA0123
 LA0123.The orthometric height was determined by differential leveling
 LA0123.and adjusted by the National Geodetic Survey in June 1991..
 LA0123
 LA0123.The geoid height was determined by GEOID03.
 LA0123
 LA0123.The dynamic height is computed by dividing the NAVD 88
 LA0123.geopotential number by the normal gravity value computed on the
 LA0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0123.degrees latitude (g = 980.6199 gals.).
 LA0123
 LA0123.The modeled gravity was interpolated from observed gravity values.
 LA0123
 LA0123;                    North         East    Units  Estimated Accuracy
 LA0123;SPC OH N     -    68,700.      453,190.      MT  (+/- 180 meters Scaled)
 LA0123
 LA0123                          SUPERSEDED SURVEY CONTROL
 LA0123
 LA0123  NGVD 29 (??/??/92)  300.079  (m)          984.51   (f) ADJ UNCH    2 0
 LA0123
 LA0123.Superseded values are not recommended for survey control.
 LA0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0123.See file dsdata.txt to determine how the superseded data were derived.
 LA0123
 LA0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK358616(NAD 83)
 LA0123_MARKER: DB = BENCH MARK DISK
 LA0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0123_STAMPING: B 45 1934
 LA0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0123+STABILITY: SURFACE MOTION
 LA0123
 LA0123  HISTORY     - Date     Condition        Report By
 LA0123  HISTORY     - 1934     MONUMENTED       CGS
 LA0123
 LA0123                          STATION DESCRIPTION
 LA0123
 LA0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0123'0.9 MI E FROM HARDIN.
 LA0123'0.9 MILE EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0123'ST. LOUIS RAILWAY FROM THE STATION AT HARDIN, SHELBY COUNTY,
 LA0123'AT A DIRTROAD CROSSING, 23 YARDS SOUTH OF THE SOUTH RAIL, 20.5
 LA0123'FEET WEST OF THE CENTER LINE OF THE ROAD, 4.7 FEET NORTHWEST
 LA0123'OF THE CORNER FENCE POST, AT POLE 167+15, AND ABOUT 3-1/2
 LA0123'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 45 1934
 LA0123'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0280 ***********************************************************************
 LA0280  DESIGNATION -  B 46
 LA0280  PID         -  LA0280
 LA0280  STATE/COUNTY-  OH/DARKE
 LA0280  USGS QUAD   -  ANSONIA (1982)
 LA0280
 LA0280                         *CURRENT SURVEY CONTROL
 LA0280  ___________________________________________________________________
 LA0280* NAD 83(1986)-  40 08 08.     (N)    084 38 48.     (W)     SCALED    
 LA0280* NAVD 88     -       314.874  (meters)    1033.05   (feet)  ADJUSTED  
 LA0280  ___________________________________________________________________
 LA0280  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LA0280  DYNAMIC HT  -         314.704 (meters)    1032.49  (feet)  COMP
 LA0280  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 LA0280
 LA0280  VERT ORDER  -  SECOND    CLASS 0
 LA0280
 LA0280.The horizontal coordinates were scaled from a topographic map and have
 LA0280.an estimated accuracy of +/- 6 seconds.
 LA0280
 LA0280.The orthometric height was determined by differential leveling
 LA0280.and adjusted by the National Geodetic Survey in June 1991..
 LA0280
 LA0280.The geoid height was determined by GEOID03.
 LA0280
 LA0280.The dynamic height is computed by dividing the NAVD 88
 LA0280.geopotential number by the normal gravity value computed on the
 LA0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0280.degrees latitude (g = 980.6199 gals.).
 LA0280
 LA0280.The modeled gravity was interpolated from observed gravity values.
 LA0280
 LA0280;                    North         East    Units  Estimated Accuracy
 LA0280;SPC OH S     -   239,260.      417,060.      MT  (+/- 180 meters Scaled)
 LA0280
 LA0280                          SUPERSEDED SURVEY CONTROL
 LA0280
 LA0280  NGVD 29 (??/??/92)  315.028  (m)         1033.55   (f) ADJ UNCH    2 0
 LA0280
 LA0280.Superseded values are not recommended for survey control.
 LA0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0280.See file dsdata.txt to determine how the superseded data were derived.
 LA0280
 LA0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK004454(NAD 83)
 LA0280_MARKER: DB = BENCH MARK DISK
 LA0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0280_STAMPING: B 46 1934
 LA0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0280+STABILITY: SURFACE MOTION
 LA0280
 LA0280  HISTORY     - Date     Condition        Report By
 LA0280  HISTORY     - 1934     MONUMENTED       CGS
 LA0280
 LA0280                          STATION DESCRIPTION
 LA0280
 LA0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0280'5.2 MI S FROM ANSONIA.
 LA0280'5.2 MILES SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 LA0280'STATION AT ANSONIA, DARKE COUNTY, 9.2 FEET NORTHEAST OF POLE
 LA0280'156/14, IN THE SOUTHEAST ANGLE OF A DIRT-ROAD CROSSING, 20.4
 LA0280'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20.6 FEET EAST OF THE
 LA0280'EAST RAIL, 2.7 FEET SOUTHWEST OF A CONCRETE POST AT A FENCE
 LA0280'CORNER, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD
 LA0280'DISK, STAMPED B 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0010 ***********************************************************************
 JZ0010  DESIGNATION -  B 47
 JZ0010  PID         -  JZ0010
 JZ0010  STATE/COUNTY-  OH/MONTGOMERY
 JZ0010  USGS QUAD   -  TROTWOOD (1992)
 JZ0010
 JZ0010                         *CURRENT SURVEY CONTROL
 JZ0010  ___________________________________________________________________
 JZ0010* NAD 83(1986)-  39 47 36.     (N)    084 18 07.     (W)     SCALED    
 JZ0010* NAVD 88     -       256.407  (meters)     841.23   (feet)  ADJUSTED  
 JZ0010  ___________________________________________________________________
 JZ0010  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JZ0010  DYNAMIC HT  -         256.267 (meters)     840.77  (feet)  COMP
 JZ0010  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 JZ0010
 JZ0010  VERT ORDER  -  SECOND    CLASS 0
 JZ0010
 JZ0010.The horizontal coordinates were scaled from a topographic map and have
 JZ0010.an estimated accuracy of +/- 6 seconds.
 JZ0010
 JZ0010.The orthometric height was determined by differential leveling
 JZ0010.and adjusted by the National Geodetic Survey in June 1991..
 JZ0010
 JZ0010.The geoid height was determined by GEOID03.
 JZ0010
 JZ0010.The dynamic height is computed by dividing the NAVD 88
 JZ0010.geopotential number by the normal gravity value computed on the
 JZ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0010.degrees latitude (g = 980.6199 gals.).
 JZ0010
 JZ0010.The modeled gravity was interpolated from observed gravity values.
 JZ0010
 JZ0010;                    North         East    Units  Estimated Accuracy
 JZ0010;SPC OH S     -   200,630.      445,680.      MT  (+/- 180 meters Scaled)
 JZ0010
 JZ0010                          SUPERSEDED SURVEY CONTROL
 JZ0010
 JZ0010  NGVD 29 (??/??/92)  256.597  (m)          841.85   (f) ADJ UNCH    2 0
 JZ0010
 JZ0010.Superseded values are not recommended for survey control.
 JZ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0010.See file dsdata.txt to determine how the superseded data were derived.
 JZ0010
 JZ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK310083(NAD 83)
 JZ0010_MARKER: DB = BENCH MARK DISK
 JZ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0010_STAMPING: B 47 1934
 JZ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0010+STABILITY: SURFACE MOTION
 JZ0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0010+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 JZ0010
 JZ0010  HISTORY     - Date     Condition        Report By
 JZ0010  HISTORY     - 1934     MONUMENTED       CGS
 JZ0010  HISTORY     - 1947     GOOD             NGS
 JZ0010  HISTORY     - 1967     GOOD             OH2090
 JZ0010  HISTORY     - 20041118 GOOD             INDIV
 JZ0010
 JZ0010                          STATION DESCRIPTION
 JZ0010
 JZ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0010'0.6 MI SE FROM TROTWOOD.
 JZ0010'0.6 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ0010'STATION AT TROTWOOD, AT A DIM DIRT ROAD CROSSING, 27.5 FEET
 JZ0010'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 25 FEET
 JZ0010'WEST OF THE CENTER LINE OF THE DIRT ROAD, 7.2 FEET EAST OF A
 JZ0010'TELEPHONE POLE, 1 FOOT SOUTHWEST OF THE RAILROAD R/W FENCE
 JZ0010'LINE, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ0010'0.5 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ0010'PROJECTING 5 INCHES.  NOTE-- DIM DIRT ROAD CROSSING IS NOW A
 JZ0010'GRAVEL AND OIL PRIVATE ROAD INTERSECTING WOLF CREEK PIKE AT
 JZ0010'GOODYS BODY SHOP, 0.1 MI SE OF GEORGE ST.  ROAD DEAD ENDS AT THE
 JZ0010'RAILROAD, THE MAIN TRACK HAS BEEN RAISED A FOOT OR BETTER.
 JZ0010
 JZ0010                          STATION RECOVERY (1967)
 JZ0010
 JZ0010'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967
 JZ0010'RECOVERED IN GOOD CONDITION.
 JZ0010
 JZ0010                          STATION RECOVERY (2004)
 JZ0010
 JZ0010'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0010'DRIVING ACCESS TO MONUMENT IS FROM INTERSECTION OF LANYARD AVE. AND
 JZ0010'VICKWOOD LANE IN TROTWOOD.  MONUMENT IS NW. OF INTERSECTION OF BIKE
 JZ0010'PATH WITH VICKWOOD LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0842 ***********************************************************************
 JZ0842  DESIGNATION -  B 48
 JZ0842  PID         -  JZ0842
 JZ0842  STATE/COUNTY-  OH/BUTLER
 JZ0842  USGS QUAD   -  HAMILTON (1988)
 JZ0842
 JZ0842                         *CURRENT SURVEY CONTROL
 JZ0842  ___________________________________________________________________
 JZ0842* NAD 83(1986)-  39 23 38.     (N)    084 33 32.     (W)     SCALED    
 JZ0842* NAVD 88     -       182.286  (meters)     598.05   (feet)  ADJUSTED  
 JZ0842  ___________________________________________________________________
 JZ0842  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JZ0842  DYNAMIC HT  -         182.183 (meters)     597.71  (feet)  COMP
 JZ0842  MODELED GRAV-     980,058.4   (mgal)                       NAVD 88
 JZ0842
 JZ0842  VERT ORDER  -  FIRST     CLASS II
 JZ0842
 JZ0842.The horizontal coordinates were scaled from a topographic map and have
 JZ0842.an estimated accuracy of +/- 6 seconds.
 JZ0842
 JZ0842.The orthometric height was determined by differential leveling
 JZ0842.and adjusted by the National Geodetic Survey in June 1991..
 JZ0842
 JZ0842.The geoid height was determined by GEOID03.
 JZ0842
 JZ0842.The dynamic height is computed by dividing the NAVD 88
 JZ0842.geopotential number by the normal gravity value computed on the
 JZ0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0842.degrees latitude (g = 980.6199 gals.).
 JZ0842
 JZ0842.The modeled gravity was interpolated from observed gravity values.
 JZ0842
 JZ0842;                    North         East    Units  Estimated Accuracy
 JZ0842;SPC OH S     -   156,760.      422,670.      MT  (+/- 180 meters Scaled)
 JZ0842
 JZ0842                          SUPERSEDED SURVEY CONTROL
 JZ0842
 JZ0842  NGVD 29 (??/??/92)  182.469  (m)          598.65   (f) ADJ UNCH    1 2
 JZ0842
 JZ0842.Superseded values are not recommended for survey control.
 JZ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0842.See file dsdata.txt to determine how the superseded data were derived.
 JZ0842
 JZ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ102633(NAD 83)
 JZ0842_MARKER: DB = BENCH MARK DISK
 JZ0842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0842_SP_SET: BUILDING
 JZ0842_STAMPING: B 48 1934
 JZ0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0842
 JZ0842  HISTORY     - Date     Condition        Report By
 JZ0842  HISTORY     - 1934     MONUMENTED       CGS
 JZ0842  HISTORY     - 1947     GOOD             NGS
 JZ0842  HISTORY     - 1965     GOOD             NGS
 JZ0842
 JZ0842                          STATION DESCRIPTION
 JZ0842
 JZ0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0842'AT HAMILTON.
 JZ0842'AT HAMILTON, BUTLER COUNTY, IN THE S WALL OF THE BALTIMORE AND
 JZ0842'OHIO RR STATION, 0.7 FOOT W OF THE SE CORNER, 12.8 FT W OF THE
 JZ0842'W RAIL, AND 2.7 FT ABOVE THE BRICK PLATFORM.  A STANDARD DISK,
 JZ0842'STAMPED B 48 1934 AND SET VERTICALLY.
 JZ0842
 JZ0842                          STATION RECOVERY (1965)
 JZ0842
 JZ0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JZ0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0253 ***********************************************************************
 JZ0253  DESIGNATION -  B 49
 JZ0253  PID         -  JZ0253
 JZ0253  STATE/COUNTY-  OH/CLERMONT
 JZ0253  USGS QUAD   -  NEWTONSVILLE (1968)
 JZ0253
 JZ0253                         *CURRENT SURVEY CONTROL
 JZ0253  ___________________________________________________________________
 JZ0253* NAD 83(1986)-  39 12 46.     (N)    084 03 07.     (W)     SCALED    
 JZ0253* NAVD 88     -       276.793  (meters)     908.11   (feet)  ADJUSTED  
 JZ0253  ___________________________________________________________________
 JZ0253  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JZ0253  DYNAMIC HT  -         276.618 (meters)     907.54  (feet)  COMP
 JZ0253  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JZ0253
 JZ0253  VERT ORDER  -  SECOND    CLASS 0
 JZ0253
 JZ0253.The horizontal coordinates were scaled from a topographic map and have
 JZ0253.an estimated accuracy of +/- 6 seconds.
 JZ0253
 JZ0253.The orthometric height was determined by differential leveling
 JZ0253.and adjusted by the National Geodetic Survey in June 1991..
 JZ0253
 JZ0253.The geoid height was determined by GEOID03.
 JZ0253
 JZ0253.The dynamic height is computed by dividing the NAVD 88
 JZ0253.geopotential number by the normal gravity value computed on the
 JZ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0253.degrees latitude (g = 980.6199 gals.).
 JZ0253
 JZ0253.The modeled gravity was interpolated from observed gravity values.
 JZ0253
 JZ0253;                    North         East    Units  Estimated Accuracy
 JZ0253;SPC OH S     -   135,790.      465,980.      MT  (+/- 180 meters Scaled)
 JZ0253
 JZ0253                          SUPERSEDED SURVEY CONTROL
 JZ0253
 JZ0253  NGVD 29 (??/??/92)  276.961  (m)          908.66   (f) ADJ UNCH    2 0
 JZ0253
 JZ0253.Superseded values are not recommended for survey control.
 JZ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0253.See file dsdata.txt to determine how the superseded data were derived.
 JZ0253
 JZ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ545445(NAD 83)
 JZ0253_MARKER: DB = BENCH MARK DISK
 JZ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0253_STAMPING: B 49 1934
 JZ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0253+STABILITY: SURFACE MOTION
 JZ0253
 JZ0253  HISTORY     - Date     Condition        Report By
 JZ0253  HISTORY     - 1934     MONUMENTED       CGS
 JZ0253
 JZ0253                          STATION DESCRIPTION
 JZ0253
 JZ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ0253'1.3 MI S FROM EDENTON.
 JZ0253'1.3 MILES SOUTH ALONG STATE HIGHWAY 133 FROM EDENTON, CLERMONT
 JZ0253'COUNTY, 0.4 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD, 27
 JZ0253'YARDS EAST OF THE EAST ENTRANCE TO THE DAN WALKER RESIDENCE IN
 JZ0253'1935, 24 YARDS SOUTHEAST OF POLE C 22057, 35 FEET EAST OF THE
 JZ0253'CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 JZ0253'THE HIGHWAY.  A STANDARD DISK, STAMPED B 49 1934 AND SET IN THE
 JZ0253'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HZ0012 ***********************************************************************
 HZ0012  DESIGNATION -  B 49 X RESET
 HZ0012  PID         -  HZ0012
 HZ0012  STATE/COUNTY-  OH/CLERMONT
 HZ0012  USGS QUAD   -  BETHEL (1992)
 HZ0012
 HZ0012                         *CURRENT SURVEY CONTROL
 HZ0012  ___________________________________________________________________
 HZ0012* NAD 83(1986)-  38 59 13.     (N)    084 07 28.     (W)     SCALED    
 HZ0012* NAVD 88     -       263.30   (+/-2cm)     863.8    (feet)  VERTCON   
 HZ0012  ___________________________________________________________________
 HZ0012  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 HZ0012
 HZ0012  VERT ORDER  -  THIRD (See Below)
 HZ0012
 HZ0012.The horizontal coordinates were scaled from a topographic map and have
 HZ0012.an estimated accuracy of +/- 6 seconds.
 HZ0012
 HZ0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 HZ0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HZ0012.The vertical order pertains to the NGVD 29 superseded value.
 HZ0012
 HZ0012.The geoid height was determined by GEOID03.
 HZ0012
 HZ0012;                    North         East    Units  Estimated Accuracy
 HZ0012;SPC OH S     -   110,830.      459,270.      MT  (+/- 180 meters Scaled)
 HZ0012
 HZ0012                          SUPERSEDED SURVEY CONTROL
 HZ0012
 HZ0012  NGVD 29 (10/13/05)  263.48   (m)          864.4    (f) RESET       3  
 HZ0012
 HZ0012.Superseded values are not recommended for survey control.
 HZ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0012.See file dsdata.txt to determine how the superseded data were derived.
 HZ0012
 HZ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ490192(NAD 83)
 HZ0012_MARKER: DB = BENCH MARK DISK
 HZ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0012_STAMPING: B 49 X OGS RESET 1966
 HZ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0012+STABILITY: SURFACE MOTION
 HZ0012
 HZ0012  HISTORY     - Date     Condition        Report By
 HZ0012  HISTORY     - 1966     MONUMENTED       CGS
 HZ0012
 HZ0012                          STATION DESCRIPTION
 HZ0012
 HZ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HZ0012'1.2 MI E FROM BANTAM.
 HZ0012'THE MARK IS 1.75 MILES EAST OF THE JUNCTION OF STATE ROUTE 125
 HZ0012'AND STATE ROUTE 222 SOUTH, 1.25 MILE EAST OF THE CENTER OF
 HZ0012'BANTAM, 0.05 MILE EAST OF SUGARTREE ROAD (CO. ROAD 118), AND
 HZ0012'NEAR THE EAST EDGE OF A LARGE APPLE ORCHARD.  IT IS 67 FEET
 HZ0012'SOUTH OF THE APPROXIMATE CENTER OF STATE ROUTE 125, 9 FEET NORTH
 HZ0012'OF A 24-INCH OAK TREE AND 0.8 FOOT NORTH OF A METAL WITNESS
 HZ0012'POST AND SIGN.  A STANDARD DISK SET IN THE TOP OF A ROUND,
 HZ0012'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 HZ0012'B 49 X OGS RESET 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0620 ***********************************************************************
 JZ0620  DESIGNATION -  B 5
 JZ0620  PID         -  JZ0620
 JZ0620  STATE/COUNTY-  OH/HAMILTON
 JZ0620  USGS QUAD   -  ADDYSTON (1987)
 JZ0620
 JZ0620                         *CURRENT SURVEY CONTROL
 JZ0620  ___________________________________________________________________
 JZ0620* NAD 83(1986)-  39 07 54.     (N)    084 42 37.     (W)     SCALED    
 JZ0620* NAVD 88     -       150.298  (meters)     493.10   (feet)  ADJUSTED  
 JZ0620  ___________________________________________________________________
 JZ0620  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0620  DYNAMIC HT  -         150.206 (meters)     492.80  (feet)  COMP
 JZ0620  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 JZ0620
 JZ0620  VERT ORDER  -  FIRST     CLASS II
 JZ0620
 JZ0620.The horizontal coordinates were scaled from a topographic map and have
 JZ0620.an estimated accuracy of +/- 6 seconds.
 JZ0620
 JZ0620.The orthometric height was determined by differential leveling
 JZ0620.and adjusted by the National Geodetic Survey in June 1991..
 JZ0620
 JZ0620.The geoid height was determined by GEOID03.
 JZ0620
 JZ0620.The dynamic height is computed by dividing the NAVD 88
 JZ0620.geopotential number by the normal gravity value computed on the
 JZ0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0620.degrees latitude (g = 980.6199 gals.).
 JZ0620
 JZ0620.The modeled gravity was interpolated from observed gravity values.
 JZ0620
 JZ0620;                    North         East    Units  Estimated Accuracy
 JZ0620;SPC OH S     -   127,970.      408,920.      MT  (+/- 180 meters Scaled)
 JZ0620
 JZ0620                          SUPERSEDED SURVEY CONTROL
 JZ0620
 JZ0620  NGVD 29 (??/??/92)  150.495  (m)          493.75   (f) ADJ UNCH    1 2
 JZ0620
 JZ0620.Superseded values are not recommended for survey control.
 JZ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0620.See file dsdata.txt to determine how the superseded data were derived.
 JZ0620
 JZ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ979338(NAD 83)
 JZ0620_MARKER: Q = CHISELED SQUARE
 JZ0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0620_SP_SET: BRIDGE COPING
 JZ0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0620
 JZ0620  HISTORY     - Date     Condition        Report By
 JZ0620  HISTORY     - UNK      MONUMENTED       CGS
 JZ0620  HISTORY     - 1947     GOOD             NGS
 JZ0620  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0620
 JZ0620                          STATION DESCRIPTION
 JZ0620
 JZ0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0620'0.5 MI SE FROM ADDYSTON.
 JZ0620'0.5 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 JZ0620'STATION AT ADDYSTON, AT MILEAGE 12 +36, A SQUARE CUT IN THE TOP
 JZ0620'OF THE NORTHEAST STONE COPING OF THE NORTHEAST HEAD WALL OF
 JZ0620'STONE ARCH BRIDGE NO. 109, 78.6 FEET SOUTHEAST OF THE NORTHWEST
 JZ0620'END OF THE COPING, 5.4 FEET NORTHEAST OF THE NORTHEAST RAIL,
 JZ0620'0.8 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE STONE AND 1 FOOT
 JZ0620'ABOVE THE TRACK.
 JZ0620
 JZ0620                          STATION RECOVERY (1986)
 JZ0620
 JZ0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0284 ***********************************************************************
 JZ0284  DESIGNATION -  B 50
 JZ0284  PID         -  JZ0284
 JZ0284  STATE/COUNTY-  OH/HAMILTON
 JZ0284  USGS QUAD   -  MADEIRA (1988)
 JZ0284
 JZ0284                         *CURRENT SURVEY CONTROL
 JZ0284  ___________________________________________________________________
 JZ0284* NAD 83(1986)-  39 11 44.     (N)    084 17 29.     (W)     SCALED    
 JZ0284* NAVD 88     -       176.338  (meters)     578.54   (feet)  ADJUSTED  
 JZ0284  ___________________________________________________________________
 JZ0284  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0284  DYNAMIC HT  -         176.228 (meters)     578.17  (feet)  COMP
 JZ0284  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 JZ0284
 JZ0284  VERT ORDER  -  SECOND    CLASS 0
 JZ0284
 JZ0284.The horizontal coordinates were scaled from a topographic map and have
 JZ0284.an estimated accuracy of +/- 6 seconds.
 JZ0284
 JZ0284.The orthometric height was determined by differential leveling
 JZ0284.and adjusted by the National Geodetic Survey in June 1991..
 JZ0284
 JZ0284.The geoid height was determined by GEOID03.
 JZ0284
 JZ0284.The dynamic height is computed by dividing the NAVD 88
 JZ0284.geopotential number by the normal gravity value computed on the
 JZ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0284.degrees latitude (g = 980.6199 gals.).
 JZ0284
 JZ0284.The modeled gravity was interpolated from observed gravity values.
 JZ0284
 JZ0284;                    North         East    Units  Estimated Accuracy
 JZ0284;SPC OH S     -   134,260.      445,270.      MT  (+/- 180 meters Scaled)
 JZ0284
 JZ0284                          SUPERSEDED SURVEY CONTROL
 JZ0284
 JZ0284  NGVD 29 (??/??/92)  176.515  (m)          579.12   (f) ADJ UNCH    2 0
 JZ0284
 JZ0284.Superseded values are not recommended for survey control.
 JZ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0284.See file dsdata.txt to determine how the superseded data were derived.
 JZ0284
 JZ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ339419(NAD 83)
 JZ0284_MARKER: DB = BENCH MARK DISK
 JZ0284_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ0284_STAMPING: B 50 1935
 JZ0284_MARK LOGO: CGS   
 JZ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0284+STABILITY: SURFACE MOTION
 JZ0284
 JZ0284  HISTORY     - Date     Condition        Report By
 JZ0284  HISTORY     - 1935     MONUMENTED       CGS
 JZ0284  HISTORY     - 1984     GOOD             NGS
 JZ0284
 JZ0284                          STATION DESCRIPTION
 JZ0284
 JZ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JZ0284'AT CAMP DENNISON.
 JZ0284'AT CAMP DENNISON, HAMILTON COUNTY, 17 YARDS NORTHEAST OF THE EAST
 JZ0284'RAIL OF THE PENNSYLVANIA RAILROAD AT THE CROSSING OF THE
 JZ0284'CENTERLINE OF A MACADAM ROAD, 3 FEET EAST OF THE SOUTHWEST
 JZ0284'CORNER OF THE 2-STORY RED BRICK A.G. KNICELY GENERAL STORE, 7
 JZ0284'YARDS NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 3-1/2 FEET
 JZ0284'ABOVE THE LEVEL OF THE ROADWAY.  A STANDARD DISK, STAMPED B 50
 JZ0284'1935 AND SET VERTICALLY.
 JZ0284
 JZ0284                          STATION RECOVERY (1984)
 JZ0284
 JZ0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0284'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN CAMP
 JZ0284'DENNISON, 0.2 KM (0.15 MI) WEST ALONG LINCOLN STREET FROM THE JUNCTION
 JZ0284'OF STATE HIGHWAY 126 TO THE MARK ON THE RIGHT, SET VERTICALLY IN THE
 JZ0284'SOUTHWEST CORNER OF A TWO STORY BRICK HOUSE NUMBER 10020, 7.77 METERS
 JZ0284'(25.5 FT) NORTH OF THE CENTER OF LINCOLN STREET, 0.82 METER (2.7 FT)
 JZ0284'EAST OF THE SOUTHWEST CORNER OF THE HOUSE.  NOTE--NOT LEVELED TO IN
 JZ0284'1984.
 JZ0284'THE MARK IS 1.22 M ABOVE LINCOLN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1948 ***********************************************************************
 HY1948  DESIGNATION -  B 50 X
 HY1948  PID         -  HY1948
 HY1948  STATE/COUNTY-  OH/BROWN
 HY1948  USGS QUAD   -  MAYSVILLE WEST (1993)
 HY1948
 HY1948                         *CURRENT SURVEY CONTROL
 HY1948  ___________________________________________________________________
 HY1948* NAD 83(1986)-  38 41 11.     (N)    083 46 35.     (W)     SCALED    
 HY1948* NAVD 88     -       160.165  (meters)     525.47   (feet)  ADJUSTED  
 HY1948  ___________________________________________________________________
 HY1948  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HY1948  DYNAMIC HT  -         160.062 (meters)     525.14  (feet)  COMP
 HY1948  MODELED GRAV-     979,985.0   (mgal)                       NAVD 88
 HY1948
 HY1948  VERT ORDER  -  SECOND    CLASS 0
 HY1948
 HY1948.The horizontal coordinates were scaled from a topographic map and have
 HY1948.an estimated accuracy of +/- 6 seconds.
 HY1948
 HY1948.The orthometric height was determined by differential leveling
 HY1948.and adjusted by the National Geodetic Survey in June 1991..
 HY1948
 HY1948.The geoid height was determined by GEOID03.
 HY1948
 HY1948.The dynamic height is computed by dividing the NAVD 88
 HY1948.geopotential number by the normal gravity value computed on the
 HY1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1948.degrees latitude (g = 980.6199 gals.).
 HY1948
 HY1948.The modeled gravity was interpolated from observed gravity values.
 HY1948
 HY1948;                    North         East    Units  Estimated Accuracy
 HY1948;SPC OH S     -    76,980.      488,950.      MT  (+/- 180 meters Scaled)
 HY1948
 HY1948                          SUPERSEDED SURVEY CONTROL
 HY1948
 HY1948  NGVD 29 (??/??/92)  160.409  (m)          526.28   (f) ADJ UNCH    2 0
 HY1948
 HY1948.Superseded values are not recommended for survey control.
 HY1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1948.See file dsdata.txt to determine how the superseded data were derived.
 HY1948
 HY1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC585856(NAD 83)
 HY1948_MARKER: DD = SURVEY DISK
 HY1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1948_STAMPING: B 50 X 1935
 HY1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1948+STABILITY: SURFACE MOTION
 HY1948
 HY1948  HISTORY     - Date     Condition        Report By
 HY1948  HISTORY     - 1935     MONUMENTED       OHGS
 HY1948  HISTORY     - 1936     GOOD             NGS
 HY1948  HISTORY     - 1960     MARK NOT FOUND   USGS
 HY1948
 HY1948                          STATION DESCRIPTION
 HY1948
 HY1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 HY1948'2.6 MI W FROM ABERDEEN.
 HY1948'2.6 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE AT
 HY1948'ABERDEEN, BROWN COUNTY, 160 YARDS SOUTHWEST OF THE SOUTHWEST
 HY1948'CORNER OF A LARGE RED BRICK HOUSE, 45 FEET WEST OF THE NORTHWEST
 HY1948'CORNER GATEPOST 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HY1948'ONE FOOT NORTH OF THE FENCE, AND ABOUT ONE FOOT LOWER THAN THE
 HY1948'ROAD.  A STATE SURVEY STANDARD DISK, STAMPED B 50 X 1935 AND SET
 HY1948'IN THE TOP OF A CONCRETE POST.
 HY1948
 HY1948                          STATION RECOVERY (1960)
 HY1948
 HY1948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 HY1948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0489 ***********************************************************************
 MC0489  DESIGNATION -  B 6
 MC0489  PID         -  MC0489
 MC0489  STATE/COUNTY-  OH/SENECA
 MC0489  USGS QUAD   -  FOSTORIA (1972)
 MC0489
 MC0489                         *CURRENT SURVEY CONTROL
 MC0489  ___________________________________________________________________
 MC0489* NAD 83(1986)-  41 09 24.     (N)    083 25 08.     (W)     SCALED    
 MC0489* NAVD 88     -       238.285  (meters)     781.77   (feet)  ADJUSTED  
 MC0489  ___________________________________________________________________
 MC0489  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0489  DYNAMIC HT  -         238.179 (meters)     781.43  (feet)  COMP
 MC0489  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 MC0489
 MC0489  VERT ORDER  -  FIRST     CLASS I
 MC0489
 MC0489.The horizontal coordinates were scaled from a topographic map and have
 MC0489.an estimated accuracy of +/- 6 seconds.
 MC0489
 MC0489.The orthometric height was determined by differential leveling
 MC0489.and adjusted by the National Geodetic Survey in June 1991..
 MC0489
 MC0489.The geoid height was determined by GEOID03.
 MC0489
 MC0489.The dynamic height is computed by dividing the NAVD 88
 MC0489.geopotential number by the normal gravity value computed on the
 MC0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0489.degrees latitude (g = 980.6199 gals.).
 MC0489
 MC0489.The modeled gravity was interpolated from observed gravity values.
 MC0489
 MC0489;                    North         East    Units  Estimated Accuracy
 MC0489;SPC OH N     -   165,870.      522,880.      MT  (+/- 180 meters Scaled)
 MC0489
 MC0489                          SUPERSEDED SURVEY CONTROL
 MC0489
 MC0489  NGVD 29 (??/??/92)  238.474  (m)          782.39   (f) ADJ UNCH    1 1
 MC0489
 MC0489.Superseded values are not recommended for survey control.
 MC0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0489.See file dsdata.txt to determine how the superseded data were derived.
 MC0489
 MC0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF970589(NAD 83)
 MC0489_MARKER: Z = SEE DESCRIPTION
 MC0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0489+STABILITY: SURFACE MOTION
 MC0489
 MC0489  HISTORY     - Date     Condition        Report By
 MC0489  HISTORY     - UNK      MONUMENTED       CGS
 MC0489  HISTORY     - 1968     GOOD             NGS
 MC0489  HISTORY     - 19921022 MARK NOT FOUND   NGS
 MC0489
 MC0489                          STATION DESCRIPTION
 MC0489
 MC0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0489'AT FOSTORIA.
 MC0489'AT FOSTORIA, AT THE INTERSECTION OF SOUTH UNION STREET AND
 MC0489'WEST TIFFIN STREET, 9 FEET EAST OF THE EAST CURB LINE OF UNION
 MC0489'STREET, 3.5 FEET SOUTH OF THE SOUTH CURB LINE OF TIFFIN STREET,
 MC0489'2.7 FEET NORTH OF THE NORTH EDGE OF THE TIFFIN STREET SIDEWALK,
 MC0489'2 FEET SOUTHEAST OF A TELEPHONE CABLE POLE, ABOUT 1/2 FOOT ABOVE
 MC0489'THE LEVEL OF THE STREETS AND IS THE BOTTOM OF A SQUARE HOLE IN
 MC0489'THE TOP OF A STONE POST SURROUNDED BY THE LETTERS U S B M
 MC0489'CHISELED IN POST AND ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 MC0489
 MC0489                          STATION RECOVERY (1992)
 MC0489
 MC0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0489'THE DESCRIBED AREA IS NOW A SIDEWALK.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0174 ***********************************************************************
 MC0174  DESIGNATION -  B 60
 MC0174  PID         -  MC0174
 MC0174  STATE/COUNTY-  OH/ERIE
 MC0174  USGS QUAD   -  SANDUSKY (1969)
 MC0174
 MC0174                         *CURRENT SURVEY CONTROL
 MC0174  ___________________________________________________________________
 MC0174* NAD 83(1986)-  41 23 47.     (N)    082 42 03.     (W)     SCALED    
 MC0174* NAVD 88     -       191.184  (meters)     627.24   (feet)  POSTED    
 MC0174  ___________________________________________________________________
 MC0174  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0174  DYNAMIC HT  -         191.100 (meters)     626.97  (feet)  COMP
 MC0174  MODELED GRAV-     980,202.8   (mgal)                       NAVD 88
 MC0174
 MC0174  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MC0174
 MC0174.The horizontal coordinates were scaled from a topographic map and have
 MC0174.an estimated accuracy of +/- 6 seconds.
 MC0174
 MC0174.The orthometric height was determined by differential leveling
 MC0174.and adjusted by the National Geodetic Survey in 1992..
 MC0174.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MC0174.rate of 3.1 thru 4.0 mm/km.
 MC0174
 MC0174.The geoid height was determined by GEOID03.
 MC0174
 MC0174.The dynamic height is computed by dividing the NAVD 88
 MC0174.geopotential number by the normal gravity value computed on the
 MC0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0174.degrees latitude (g = 980.6199 gals.).
 MC0174
 MC0174.The modeled gravity was interpolated from observed gravity values.
 MC0174
 MC0174;                    North         East    Units  Estimated Accuracy
 MC0174;SPC OH N     -   192,100.      583,210.      MT  (+/- 180 meters Scaled)
 MC0174
 MC0174                          SUPERSEDED SURVEY CONTROL
 MC0174
 MC0174  NGVD 29 (??/??/92)  191.439  (m)          628.08   (f) ADJ UNCH    2 0
 MC0174
 MC0174.Superseded values are not recommended for survey control.
 MC0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0174.See file dsdata.txt to determine how the superseded data were derived.
 MC0174
 MC0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF578841(NAD 83)
 MC0174_MARKER: DB = BENCH MARK DISK
 MC0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0174_STAMPING: B 60 1934
 MC0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0174+STABILITY: SURFACE MOTION
 MC0174
 MC0174  HISTORY     - Date     Condition        Report By
 MC0174  HISTORY     - 1934     MONUMENTED       CGS
 MC0174  HISTORY     - 1957     MARK NOT FOUND   NGS
 MC0174
 MC0174                          STATION DESCRIPTION
 MC0174
 MC0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MC0174'4.3 MI S FROM SANDUSKY.
 MC0174'4.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MC0174'STATION AT SANDUSKY, ERIE COUNTY, 26 FEET NORTH OF THE CENTERLINE
 MC0174'OF A TARVIA ROAD, 31 FEET EAST OF THE EAST RAIL OF A SIDETRACK,
 MC0174'5.3 FEET NORTHWEST OF A POLE, AND LEVEL WITH THE TOP OF THE RAIL.
 MC0174'A STANDARD DISK, STAMPED B 60 1934 AND SET IN THE TOP OF A
 MC0174'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0521 ***********************************************************************
 MB0521  DESIGNATION -  B 61
 MB0521  PID         -  MB0521
 MB0521  STATE/COUNTY-  OH/TRUMBULL
 MB0521  USGS QUAD   -  NEWTON FALLS (1994)
 MB0521
 MB0521                         *CURRENT SURVEY CONTROL
 MB0521  ___________________________________________________________________
 MB0521* NAD 83(1986)-  41 13 44.     (N)    080 57 30.     (W)     SCALED    
 MB0521* NAVD 88     -       277.630  (meters)     910.86   (feet)  POSTED    
 MB0521  ___________________________________________________________________
 MB0521  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB0521  DYNAMIC HT  -         277.510 (meters)     910.46  (feet)  COMP
 MB0521  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 MB0521
 MB0521  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 MB0521
 MB0521.The horizontal coordinates were scaled from a topographic map and have
 MB0521.an estimated accuracy of +/- 6 seconds.
 MB0521
 MB0521.The orthometric height was determined by differential leveling
 MB0521.and adjusted by the National Geodetic Survey in 1992..
 MB0521.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 MB0521.rate of 4.1 thru 8.0 mm/km.
 MB0521
 MB0521.The geoid height was determined by GEOID03.
 MB0521
 MB0521.The dynamic height is computed by dividing the NAVD 88
 MB0521.geopotential number by the normal gravity value computed on the
 MB0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0521.degrees latitude (g = 980.6199 gals.).
 MB0521
 MB0521.The modeled gravity was interpolated from observed gravity values.
 MB0521
 MB0521;                    North         East    Units  Estimated Accuracy
 MB0521;SPC OH N     -   174,620.      729,250.      MT  (+/- 180 meters Scaled)
 MB0521
 MB0521                          SUPERSEDED SURVEY CONTROL
 MB0521
 MB0521  NGVD 29 (??/??/92)  277.802  (m)          911.42   (f) ADJ UNCH    2 0
 MB0521
 MB0521.Superseded values are not recommended for survey control.
 MB0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0521.See file dsdata.txt to determine how the superseded data were derived.
 MB0521
 MB0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF034641(NAD 83)
 MB0521_MARKER: DB = BENCH MARK DISK
 MB0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0521_STAMPING: B 61 1934 911.304
 MB0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0521+STABILITY: SURFACE MOTION
 MB0521
 MB0521  HISTORY     - Date     Condition        Report By
 MB0521  HISTORY     - 1934     MONUMENTED       CGS
 MB0521  HISTORY     - 1950     GOOD             NGS
 MB0521  HISTORY     - 19930902 MARK NOT FOUND   OHDT
 MB0521  HISTORY     - 20060707 MARK NOT FOUND   GEOCAC
 MB0521
 MB0521                          STATION DESCRIPTION
 MB0521
 MB0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0521'AT BRACEVILLE.
 MB0521'AT THE ERIE RAILROAD STATION, 9 FEET NORTHWEST OF THE NORTHWEST
 MB0521'CORNER OF THE STATION, 32.5 FEET NORTH OF THE NORTH RAIL OF THE
 MB0521'ERIE TRACK, 18.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE
 MB0521'TRACK.  A STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE POST
 MB0521'PROJECTING 8 INCHES.  NOTE-- THE STATION HAS BEEN MOVED ACROSS THE
 MB0521'TRACKS SINCE THE MARK WAS ESTABLISHED.
 MB0521
 MB0521                          STATION RECOVERY (1993)
 MB0521
 MB0521'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0521'
 MB0521' 
 MB0521' SPUR TRACKS HAVE BEEN REMOVED AND STATION TORN DOWN.
 MB0521
 MB0521                          STATION RECOVERY (2006)
 MB0521
 MB0521'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0478 ***********************************************************************
 JY0478  DESIGNATION -  B 610 RESET
 JY0478  PID         -  JY0478
 JY0478  STATE/COUNTY-  OH/ROSS
 JY0478  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY0478
 JY0478                         *CURRENT SURVEY CONTROL
 JY0478  ___________________________________________________________________
 JY0478* NAD 83(1986)-  39 15 34.     (N)    082 54 59.     (W)     SCALED    
 JY0478* NAVD 88     -       187.463  (meters)     615.03   (feet)  ADJUSTED  
 JY0478  ___________________________________________________________________
 JY0478  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JY0478  DYNAMIC HT  -         187.349 (meters)     614.66  (feet)  COMP
 JY0478  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 JY0478
 JY0478  VERT ORDER  -  FIRST     CLASS I
 JY0478
 JY0478.The horizontal coordinates were scaled from a topographic map and have
 JY0478.an estimated accuracy of +/- 6 seconds.
 JY0478
 JY0478.The orthometric height was determined by differential leveling
 JY0478.and adjusted by the National Geodetic Survey in June 1991..
 JY0478
 JY0478.The geoid height was determined by GEOID03.
 JY0478
 JY0478.The dynamic height is computed by dividing the NAVD 88
 JY0478.geopotential number by the normal gravity value computed on the
 JY0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0478.degrees latitude (g = 980.6199 gals.).
 JY0478
 JY0478.The modeled gravity was interpolated from observed gravity values.
 JY0478
 JY0478;                    North         East    Units  Estimated Accuracy
 JY0478;SPC OH S     -   139,900.      564,060.      MT  (+/- 180 meters Scaled)
 JY0478
 JY0478                          SUPERSEDED SURVEY CONTROL
 JY0478
 JY0478  NGVD 29 (??/??/92)  187.625  (m)          615.57   (f) ADJ UNCH    1 1
 JY0478
 JY0478.Superseded values are not recommended for survey control.
 JY0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0478.See file dsdata.txt to determine how the superseded data were derived.
 JY0478
 JY0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD346473(NAD 83)
 JY0478_MARKER: DD = SURVEY DISK
 JY0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0478_SP_SET: ABUTMENT
 JY0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0478
 JY0478  HISTORY     - Date     Condition        Report By
 JY0478  HISTORY     - UNK      MONUMENTED       USGS
 JY0478  HISTORY     - 1967     GOOD             NGS
 JY0478  HISTORY     - 20050416 GOOD             GEOCAC
 JY0478
 JY0478                          STATION DESCRIPTION
 JY0478
 JY0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0478'6.2 MI SE FROM CHILLICOTHE.
 JY0478'ABOUT 6.15 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0478'FROM THE BALTIMORE AND OHIO RAILROAD STATION AT CHILLICOTHE,
 JY0478'0.2 MILE SOUTHEAST OF MILEPOST N 650, SET ON THE TOP OF THE
 JY0478'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE OVERPASS
 JY0478'OVER SNAKE HOLLOW ROAD, 4.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JY0478'2 FEET NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT AND 1/2
 JY0478'FOOT ABOVE THE LEVEL OF THE TRACK.  NOTE-- THE MARK IS SOLID
 JY0478'BUT THE DISK HAS BEEN MUTILATED.  RUBBING ATTACHED.  NOTE-- IT
 JY0478'APPEARS THAT THIS MARK HAS BEEN RESET AGAIN.  MARK RAISED
 JY0478'ABOUT 2 DECIMETER.
 JY0478
 JY0478                          STATION RECOVERY (2005)
 JY0478
 JY0478'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0478'WAAS CORRECTED NAD83 GPS COORDINATES 39 15 33.5 (N)  82 54 58.0 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1290 ***********************************************************************
 KY1290  DESIGNATION -  B 62
 KY1290  PID         -  KY1290
 KY1290  STATE/COUNTY-  OH/STARK
 KY1290  USGS QUAD   -  ROBERTSVILLE (1994)
 KY1290
 KY1290                         *CURRENT SURVEY CONTROL
 KY1290  ___________________________________________________________________
 KY1290* NAD 83(1986)-  40 47 47.     (N)    081 09 19.     (W)     SCALED    
 KY1290* NAVD 88     -       362.469  (meters)    1189.20   (feet)  ADJUSTED  
 KY1290  ___________________________________________________________________
 KY1290  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KY1290  DYNAMIC HT  -         362.295 (meters)    1188.63  (feet)  COMP
 KY1290  MODELED GRAV-     980,133.9   (mgal)                       NAVD 88
 KY1290
 KY1290  VERT ORDER  -  SECOND    CLASS 0
 KY1290
 KY1290.The horizontal coordinates were scaled from a topographic map and have
 KY1290.an estimated accuracy of +/- 6 seconds.
 KY1290
 KY1290.The orthometric height was determined by differential leveling
 KY1290.and adjusted by the National Geodetic Survey in June 1991..
 KY1290
 KY1290.The geoid height was determined by GEOID03.
 KY1290
 KY1290.The dynamic height is computed by dividing the NAVD 88
 KY1290.geopotential number by the normal gravity value computed on the
 KY1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1290.degrees latitude (g = 980.6199 gals.).
 KY1290
 KY1290.The modeled gravity was interpolated from observed gravity values.
 KY1290
 KY1290;                    North         East    Units  Estimated Accuracy
 KY1290;SPC OH N     -   126,330.      713,480.      MT  (+/- 180 meters Scaled)
 KY1290
 KY1290                          SUPERSEDED SURVEY CONTROL
 KY1290
 KY1290  NGVD 29 (??/??/92)  362.63   (m)         1189.7    (f) COMPUTED    2 0
 KY1290
 KY1290.Superseded values are not recommended for survey control.
 KY1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1290.See file dsdata.txt to determine how the superseded data were derived.
 KY1290
 KY1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF869161(NAD 83)
 KY1290_MARKER: DB = BENCH MARK DISK
 KY1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1290_STAMPING: B-63 1934
 KY1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1290+STABILITY: SURFACE MOTION
 KY1290
 KY1290  HISTORY     - Date     Condition        Report By
 KY1290  HISTORY     - 1934     MONUMENTED       CGS
 KY1290  HISTORY     - 19930323 MARK NOT FOUND   OHDT
 KY1290  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 KY1290
 KY1290                          STATION DESCRIPTION
 KY1290
 KY1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1290'AT PARIS.
 KY1290'ON THE ALLIANCE BRANCH OF THE NEW YORK CENTRAL RAILROAD.  32
 KY1290'YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION.  24 YARDS
 KY1290'SOUTHEAST OF THE INTERSECTION OF A FARM ROAD AND THE EAST RAIL.
 KY1290'8 YARDS EAST OF THE EAST RAIL.  5 YARDS SOUTH OF THE CORNER OF
 KY1290'THE FENCE.  ON A LEVEL WITH THE TOP OF THE RAIL.  SET ON TOP OF
 KY1290'A CONCRETE POST.
 KY1290
 KY1290                          STATION RECOVERY (1993)
 KY1290
 KY1290'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY1290'------REPORT BY ODOT------YEAR 1993-------CONDITION - UNKNOWN
 KY1290' 
 KY1290'NOTE** TRACKS HAVE BEEN REMOVED, ENTIRE AREA HAS BEEN GRADED.
 KY1290
 KY1290                          STATION RECOVERY (1998)
 KY1290
 KY1290'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1291 ***********************************************************************
 KY1291  DESIGNATION -  B 62 RESET
 KY1291  PID         -  KY1291
 KY1291  STATE/COUNTY-  OH/STARK
 KY1291  USGS QUAD   -  ROBERTSVILLE (1994)
 KY1291
 KY1291                         *CURRENT SURVEY CONTROL
 KY1291  ___________________________________________________________________
 KY1291* NAD 83(1986)-  40 47 47.     (N)    081 09 19.     (W)     SCALED    
 KY1291* NAVD 88     -       362.29   (+/-2cm)    1188.6    (feet)  VERTCON   
 KY1291  ___________________________________________________________________
 KY1291  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KY1291
 KY1291  VERT ORDER  -  THIRD (See Below)
 KY1291
 KY1291.The horizontal coordinates were scaled from a topographic map and have
 KY1291.an estimated accuracy of +/- 6 seconds.
 KY1291
 KY1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY1291.The vertical order pertains to the NGVD 29 superseded value.
 KY1291
 KY1291.The geoid height was determined by GEOID03.
 KY1291
 KY1291;                    North         East    Units  Estimated Accuracy
 KY1291;SPC OH N     -   126,330.      713,480.      MT  (+/- 180 meters Scaled)
 KY1291
 KY1291                          SUPERSEDED SURVEY CONTROL
 KY1291
 KY1291  NGVD 29 (??/??/??)  362.46   (m)         1189.2    (f) RESET       3  
 KY1291
 KY1291.Superseded values are not recommended for survey control.
 KY1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1291.See file dsdata.txt to determine how the superseded data were derived.
 KY1291
 KY1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF869161(NAD 83)
 KY1291_MARKER: DD = SURVEY DISK
 KY1291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1291_SP_SET: CATCH BASIN
 KY1291_STAMPING: B 62 RESET 1950
 KY1291_MARK LOGO: USGS  
 KY1291_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1291+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1993
 KY1291
 KY1291  HISTORY     - Date     Condition        Report By
 KY1291  HISTORY     - 1950     MONUMENTED       USGS
 KY1291  HISTORY     - 19910703 GOOD             OHDT
 KY1291  HISTORY     - 19931218 GOOD             GEOMET
 KY1291  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 KY1291
 KY1291                          STATION DESCRIPTION
 KY1291
 KY1291'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KY1291'AT PARIS.
 KY1291'AT PARIS, STARK COUNTY, ON THE ALLIANCE BRANCH OF THE NEW YORK
 KY1291'CENTRAL RAILROAD, SOUTH OF THE STATION, AT THE CROSSING OF STATE
 KY1291'HIGHWAY 172, 38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.9
 KY1291'FEET WEST OF THE WEST RAIL, AND SET IN THE TOP OF THE EAST END
 KY1291'WALL OF A CATCH BASIN.
 KY1291
 KY1291                          STATION RECOVERY (1991)
 KY1291
 KY1291'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (SJ)
 KY1291'------ REPORT BY ODOT --------1991--------- CONDITION - G00D---------
 KY1291
 KY1291                          STATION RECOVERY (1993)
 KY1291
 KY1291'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 KY1291'RECOVERED IN GOOD CONDITION.
 KY1291
 KY1291                          STATION RECOVERY (1998)
 KY1291
 KY1291'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3605 ***********************************************************************
 KY3605  DESIGNATION -  B 62 RESET ECC
 KY3605  PID         -  KY3605
 KY3605  STATE/COUNTY-  OH/STARK
 KY3605  USGS QUAD   -  ROBERTSVILLE (1994)
 KY3605
 KY3605                         *CURRENT SURVEY CONTROL
 KY3605  ___________________________________________________________________
 KY3605* NAD 83(1995)-  40 47 47.39827(N)    081 09 21.23103(W)     ADJUSTED  
 KY3605* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 KY3605  ___________________________________________________________________
 KY3605  X           -     743,462.037 (meters)                     COMP
 KY3605  Y           -  -4,778,142.549 (meters)                     COMP
 KY3605  Z           -   4,145,556.569 (meters)                     COMP
 KY3605  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 KY3605  ELLIP HEIGHT-         329.73  (meters)          (10/07/05) GPS OBS
 KY3605  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KY3605
 KY3605  HORZ ORDER  -  FIRST
 KY3605  ELLP ORDER  -  FOURTH    CLASS I
 KY3605
 KY3605.The horizontal coordinates were established by GPS observations
 KY3605.and adjusted by the National Geodetic Survey in April 1998..
 KY3605
 KY3605.The orthometric height was scaled from a topographic map.
 KY3605
 KY3605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3605
 KY3605.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3605
 KY3605.The ellipsoidal height was determined by GPS observations
 KY3605.and is referenced to NAD 83.
 KY3605
 KY3605.The geoid height was determined by GEOID03.
 KY3605
 KY3605;                    North         East     Units Scale Factor Converg.
 KY3605;SPC OH N     -   126,337.253   713,423.283   MT  0.99995028   +0 52 58.8
 KY3605;UTM  17      - 4,516,178.668   486,848.536   MT  0.99960213   -0 06 06.7
 KY3605
 KY3605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3605!SPC OH N     -   0.99994828  x   0.99995028  =   0.99989856
 KY3605!UTM  17      -   0.99994828  x   0.99960213  =   0.99955043
 KY3605
 KY3605                          SUPERSEDED SURVEY CONTROL
 KY3605
 KY3605  NAD 83(1986)-  40 47 47.40477(N)    081 09 21.23793(W) AD(       ) 1
 KY3605
 KY3605.Superseded values are not recommended for survey control.
 KY3605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3605.See file dsdata.txt to determine how the superseded data were derived.
 KY3605
 KY3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8684916179(NAD 83)
 KY3605_MARKER: Z = SEE DESCRIPTION
 KY3605_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KY3605_SP_SET: DRIVEN INTO GROUND
 KY3605_MARK LOGO: RDA   
 KY3605_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KY3605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3605+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KY3605
 KY3605  HISTORY     - Date     Condition        Report By
 KY3605  HISTORY     - 1993     MONUMENTED       GEOMET
 KY3605  HISTORY     - 20041106 GOOD             USPSQD
 KY3605
 KY3605                          STATION DESCRIPTION
 KY3605
 KY3605'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 KY3605'THE STATION IS LOCATED STARK COUNTY OHIO IN THE TOWN OF PARIS.
 KY3605'TO REACH THE STATION FROM THE INTERSECTION OF PARIS AVENUE AND LISBON
 KY3605'STREET IN PARIS PROCEED EAST ALONG HIGHWAY 172 0.5 MILES TO A BRIDGE
 KY3605'AND THE STATION ON THE LEFT.
 KY3605'THE STATION IS A REBAR WITH A RED PLASTIC TRAVERSE CAP DRIVEN FLUSH
 KY3605'WITH THE GROUND.
 KY3605'THE STATION IS 5.2 FEET NORTH OF HIGHWAY 172 AND 125.3 FEET SOUTHWEST
 KY3605'FROM B 62 RESET 1950.
 KY3605
 KY3605                          STATION RECOVERY (2004)
 KY3605
 KY3605'RECOVERY NOTE BY US POWER SQUADRON 2004
 KY3605'RED PLASTIC WITNESS POST.  STATION IS 1 FOOT NW OF WITNESS POST AND 28
 KY3605'FEET NORTH OF NORTH EDGE OF STATE ROUTE 172 AT WEST SIDE OF BUCKEYE
 KY3605'MINING CO. ASSESS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0832 ***********************************************************************
 KY0832  DESIGNATION -  B 63
 KY0832  PID         -  KY0832
 KY0832  STATE/COUNTY-  OH/JEFFERSON
 KY0832  USGS QUAD   -  STEUBENVILLE WEST (1985)
 KY0832
 KY0832                         *CURRENT SURVEY CONTROL
 KY0832  ___________________________________________________________________
 KY0832* NAD 83(1986)-  40 20 05.     (N)    080 42 58.     (W)     SCALED    
 KY0832* NAVD 88     -       236.068  (meters)     774.50   (feet)  ADJUSTED  
 KY0832  ___________________________________________________________________
 KY0832  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY0832  DYNAMIC HT  -         235.941 (meters)     774.08  (feet)  COMP
 KY0832  MODELED GRAV-     980,082.9   (mgal)                       NAVD 88
 KY0832
 KY0832  VERT ORDER  -  SECOND    CLASS 0
 KY0832
 KY0832.The horizontal coordinates were scaled from a topographic map and have
 KY0832.an estimated accuracy of +/- 6 seconds.
 KY0832
 KY0832.The orthometric height was determined by differential leveling
 KY0832.and adjusted by the National Geodetic Survey in June 1991..
 KY0832
 KY0832.The geoid height was determined by GEOID03.
 KY0832
 KY0832.The dynamic height is computed by dividing the NAVD 88
 KY0832.geopotential number by the normal gravity value computed on the
 KY0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0832.degrees latitude (g = 980.6199 gals.).
 KY0832
 KY0832.The modeled gravity was interpolated from observed gravity values.
 KY0832
 KY0832;                    North         East    Units  Estimated Accuracy
 KY0832;SPC OH N     -    75,740.      751,580.      MT  (+/- 180 meters Scaled)
 KY0832
 KY0832                          SUPERSEDED SURVEY CONTROL
 KY0832
 KY0832  NGVD 29 (??/??/92)  236.251  (m)          775.10   (f) ADJ UNCH    2 0
 KY0832
 KY0832.Superseded values are not recommended for survey control.
 KY0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0832.See file dsdata.txt to determine how the superseded data were derived.
 KY0832
 KY0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE241649(NAD 83)
 KY0832_MARKER: DB = BENCH MARK DISK
 KY0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0832_STAMPING: B 63 1934
 KY0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0832+STABILITY: SURFACE MOTION
 KY0832
 KY0832  HISTORY     - Date     Condition        Report By
 KY0832  HISTORY     - 1934     MONUMENTED       CGS
 KY0832  HISTORY     - 1955     MARK NOT FOUND   NGS
 KY0832
 KY0832                          STATION DESCRIPTION
 KY0832
 KY0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KY0832'AT FERNWOOD.
 KY0832'AT FERNWOOD, JEFFERSON COUNTY, ON THE PENNSYLVANIA RAILROAD, 6.8
 KY0832'YARDS NORTH OF THE NORTHWEST CORNER OF THE STATION, 205 YARDS
 KY0832'EAST OF MILEPOST 53, 47 YARDS NORTHWEST OF THE CROSSING OF THE
 KY0832'CENTERLINE OF A CINDER ROAD, 12 YARDS SOUTH OF THE CENTERLINE
 KY0832'OF A GRAVEL ROAD, 20 YARDS NORTH OF THE NORTH RAIL OF THE NORTH
 KY0832'TRACK, AND ABOUT 7 FEET BELOW THE TOP OF THE RAIL.  A STANDARD
 KY0832'DISK, STAMPED B 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1418 ***********************************************************************
 KY1418  DESIGNATION -  B 64
 KY1418  PID         -  KY1418
 KY1418  STATE/COUNTY-  OH/BELMONT
 KY1418  USGS QUAD   -  BETHESDA (1978)
 KY1418
 KY1418                         *CURRENT SURVEY CONTROL
 KY1418  ___________________________________________________________________
 KY1418* NAD 83(1986)-  40 05 54.     (N)    081 03 57.     (W)     SCALED    
 KY1418* NAVD 88     -       378.696  (meters)    1242.44   (feet)  POSTED    
 KY1418  ___________________________________________________________________
 KY1418  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY1418  DYNAMIC HT  -         378.480 (meters)    1241.73  (feet)  COMP
 KY1418  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 KY1418
 KY1418  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY1418
 KY1418.The horizontal coordinates were scaled from a topographic map and have
 KY1418.an estimated accuracy of +/- 6 seconds.
 KY1418
 KY1418.The orthometric height was determined by differential leveling
 KY1418.and adjusted by the National Geodetic Survey in 1992..
 KY1418.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY1418.rate of 0.0 thru 1.0 mm/km.
 KY1418
 KY1418.The geoid height was determined by GEOID03.
 KY1418
 KY1418.The dynamic height is computed by dividing the NAVD 88
 KY1418.geopotential number by the normal gravity value computed on the
 KY1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1418.degrees latitude (g = 980.6199 gals.).
 KY1418
 KY1418.The modeled gravity was interpolated from observed gravity values.
 KY1418
 KY1418;                    North         East    Units  Estimated Accuracy
 KY1418;SPC OH S     -   233,920.      722,290.      MT  (+/- 180 meters Scaled)
 KY1418
 KY1418                          SUPERSEDED SURVEY CONTROL
 KY1418
 KY1418  NGVD 29 (??/??/92)  378.878  (m)         1243.04   (f) ADJ UNCH    2 0
 KY1418
 KY1418.Superseded values are not recommended for survey control.
 KY1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1418.See file dsdata.txt to determine how the superseded data were derived.
 KY1418
 KY1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME943386(NAD 83)
 KY1418_MARKER: DB = BENCH MARK DISK
 KY1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1418_STAMPING: B 64 1934
 KY1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1418+STABILITY: SURFACE MOTION
 KY1418
 KY1418  HISTORY     - Date     Condition        Report By
 KY1418  HISTORY     - 1934     MONUMENTED       CGS
 KY1418
 KY1418                          STATION DESCRIPTION
 KY1418
 KY1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1418'5 MI S FROM FLUSHING.
 KY1418'5.0 MILES SOUTH ALONG STATE HIGHWAY 149 FROM THE BALTIMORE
 KY1418'AND OHIO RAILROAD STATION AT FLUSHING, BELMONT COUNTY, 200
 KY1418'YARDS SOUTHEAST OF THE NORTHEAST CORNER OF A ONE-AND ONE HALF
 KY1418'STORY HOUSE, AT THE NORTH END OF A CUT, 3 YARDS SOUTH OF THE
 KY1418'CENTERLINE OF A PRIVATE ROAD, 1.5 FEET SOUTHWEST OF A FENCE
 KY1418'CORNER, 10 YARDS NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KY1418'AND ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 KY1418'STAMPED B 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1360 ***********************************************************************
 KY1360  DESIGNATION -  B 64 X
 KY1360  PID         -  KY1360
 KY1360  STATE/COUNTY-  OH/HARRISON
 KY1360  USGS QUAD   -  PIEDMONT (1994)
 KY1360
 KY1360                         *CURRENT SURVEY CONTROL
 KY1360  ___________________________________________________________________
 KY1360* NAD 83(1986)-  40 10 33.     (N)    081 10 35.     (W)     SCALED    
 KY1360* NAVD 88     -       272.639  (meters)     894.48   (feet)  ADJUSTED  
 KY1360  ___________________________________________________________________
 KY1360  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY1360  DYNAMIC HT  -         272.491 (meters)     894.00  (feet)  COMP
 KY1360  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 KY1360
 KY1360  VERT ORDER  -  FIRST     CLASS II
 KY1360
 KY1360.The horizontal coordinates were scaled from a topographic map and have
 KY1360.an estimated accuracy of +/- 6 seconds.
 KY1360
 KY1360.The orthometric height was determined by differential leveling
 KY1360.and adjusted by the National Geodetic Survey in June 1991..
 KY1360
 KY1360.The geoid height was determined by GEOID03.
 KY1360
 KY1360.The dynamic height is computed by dividing the NAVD 88
 KY1360.geopotential number by the normal gravity value computed on the
 KY1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1360.degrees latitude (g = 980.6199 gals.).
 KY1360
 KY1360.The modeled gravity was interpolated from observed gravity values.
 KY1360
 KY1360;                    North         East    Units  Estimated Accuracy
 KY1360;SPC OH N     -    57,400.      712,740.      MT  (+/- 180 meters Scaled)
 KY1360
 KY1360                          SUPERSEDED SURVEY CONTROL
 KY1360
 KY1360  NGVD 29 (??/??/92)  272.824  (m)          895.09   (f) ADJ UNCH    1 2
 KY1360
 KY1360.Superseded values are not recommended for survey control.
 KY1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1360.See file dsdata.txt to determine how the superseded data were derived.
 KY1360
 KY1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME849472(NAD 83)
 KY1360_MARKER: DB = BENCH MARK DISK
 KY1360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1360_SP_SET: CULVERT
 KY1360_STAMPING: B 64 X 1934
 KY1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1360
 KY1360  HISTORY     - Date     Condition        Report By
 KY1360  HISTORY     - 1934     MONUMENTED       CGS
 KY1360  HISTORY     - 1944     GOOD             NGS
 KY1360
 KY1360                          STATION DESCRIPTION
 KY1360
 KY1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KY1360'1.6 MI SE FROM PIEDMONT.
 KY1360'1.6 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1360'THE STATION AT PIEDMONT, HARRISON COUNTY, AT A DIRT-ROAD CROSSING,
 KY1360'33 FEET EAST OF THE CENTTERLINE OF THE ROAD, 27 FEET NORTHWEST
 KY1360'OF POLE 37+36, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTHWEST
 KY1360'END OF THE SOUTHWEST HEADWALL, 9 FEET SOUTHWEST OF THE CENTERLINE
 KY1360'OF THE SOUTHWEST TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 KY1360'A STANDARD DISK, STAMPED B 64 X 1934.  TO REACH FROM THE B AND
 KY1360'ORR YARD HOUSE AT HOLLOWAY, PROCEED 2.7 MILES WEST ALONG THE
 KY1360'RAILROAD TO SIDE OF BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1455 ***********************************************************************
 JX1455  DESIGNATION -  B 65
 JX1455  PID         -  JX1455
 JX1455  STATE/COUNTY-  OH/NOBLE
 JX1455  USGS QUAD   -  CALDWELL NORTH (1994)
 JX1455
 JX1455                         *CURRENT SURVEY CONTROL
 JX1455  ___________________________________________________________________
 JX1455* NAD 83(1986)-  39 52 08.     (N)    081 34 20.     (W)     SCALED    
 JX1455* NAVD 88     -       256.047  (meters)     840.05   (feet)  ADJUSTED  
 JX1455  ___________________________________________________________________
 JX1455  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JX1455  DYNAMIC HT  -         255.903 (meters)     839.58  (feet)  COMP
 JX1455  MODELED GRAV-     980,055.8   (mgal)                       NAVD 88
 JX1455
 JX1455  VERT ORDER  -  SECOND    CLASS 0
 JX1455
 JX1455.The horizontal coordinates were scaled from a topographic map and have
 JX1455.an estimated accuracy of +/- 6 seconds.
 JX1455
 JX1455.The orthometric height was determined by differential leveling
 JX1455.and adjusted by the National Geodetic Survey in June 1991..
 JX1455
 JX1455.The geoid height was determined by GEOID03.
 JX1455
 JX1455.The dynamic height is computed by dividing the NAVD 88
 JX1455.geopotential number by the normal gravity value computed on the
 JX1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1455.degrees latitude (g = 980.6199 gals.).
 JX1455
 JX1455.The modeled gravity was interpolated from observed gravity values.
 JX1455
 JX1455;                    North         East    Units  Estimated Accuracy
 JX1455;SPC OH S     -   207,880.      679,370.      MT  (+/- 180 meters Scaled)
 JX1455
 JX1455                          SUPERSEDED SURVEY CONTROL
 JX1455
 JX1455  NGVD 29 (??/??/92)  256.240  (m)          840.68   (f) ADJ UNCH    2 0
 JX1455
 JX1455.Superseded values are not recommended for survey control.
 JX1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1455.See file dsdata.txt to determine how the superseded data were derived.
 JX1455
 JX1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME510133(NAD 83)
 JX1455_MARKER: DB = BENCH MARK DISK
 JX1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1455_STAMPING: B 65 1934
 JX1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1455+STABILITY: SURFACE MOTION
 JX1455
 JX1455  HISTORY     - Date     Condition        Report By
 JX1455  HISTORY     - 1934     MONUMENTED       CGS
 JX1455
 JX1455                          STATION DESCRIPTION
 JX1455
 JX1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX1455'AT GLENWOOD.
 JX1455'AT GLENWOOD, NOBLE COUNTY, ON THE PENNSYLVANIA RAILROAD, AT THE
 JX1455'NORTH END OF THE SIDING, 15 YARDS SOUTHEAST OF THE CROSSING
 JX1455'OF A DIRT ROAD, 14.5 YARDS SOUTH OF THE CENTER LINE OF THE
 JX1455'ROAD, 3 FEET WEST OF A WIRE FENCE, AND LEVEL WITH THE TRACK.
 JX1455'A STANDARD DISK, STAMPED B 65 1934 AND SET IN THE TOP OF A
 JX1455'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1431 ***********************************************************************
 JX1431  DESIGNATION -  B 65 X
 JX1431  PID         -  JX1431
 JX1431  STATE/COUNTY-  OH/MUSKINGUM
 JX1431  USGS QUAD   -  NORWICH (1994)
 JX1431
 JX1431                         *CURRENT SURVEY CONTROL
 JX1431  ___________________________________________________________________
 JX1431* NAD 83(1986)-  39 58 50.     (N)    081 52 10.     (W)     SCALED    
 JX1431* NAVD 88     -       234.553  (meters)     769.53   (feet)  ADJUSTED  
 JX1431  ___________________________________________________________________
 JX1431  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JX1431  DYNAMIC HT  -         234.426 (meters)     769.11  (feet)  COMP
 JX1431  MODELED GRAV-     980,081.6   (mgal)                       NAVD 88
 JX1431
 JX1431  VERT ORDER  -  SECOND    CLASS 0
 JX1431
 JX1431.The horizontal coordinates were scaled from a topographic map and have
 JX1431.an estimated accuracy of +/- 6 seconds.
 JX1431
 JX1431.The orthometric height was determined by differential leveling
 JX1431.and adjusted by the National Geodetic Survey in June 1991..
 JX1431
 JX1431.The geoid height was determined by GEOID03.
 JX1431
 JX1431.The dynamic height is computed by dividing the NAVD 88
 JX1431.geopotential number by the normal gravity value computed on the
 JX1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1431.degrees latitude (g = 980.6199 gals.).
 JX1431
 JX1431.The modeled gravity was interpolated from observed gravity values.
 JX1431
 JX1431;                    North         East    Units  Estimated Accuracy
 JX1431;SPC OH S     -   220,060.      653,860.      MT  (+/- 180 meters Scaled)
 JX1431
 JX1431                          SUPERSEDED SURVEY CONTROL
 JX1431
 JX1431  NGVD 29 (??/??/92)  234.78   (m)          770.3    (f) COMPUTED    2 0
 JX1431
 JX1431.Superseded values are not recommended for survey control.
 JX1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1431.See file dsdata.txt to determine how the superseded data were derived.
 JX1431
 JX1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME257259(NAD 83)
 JX1431_MARKER: DB = BENCH MARK DISK
 JX1431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1431_SP_SET: CULVERT
 JX1431_STAMPING: B 65 X 1934
 JX1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1431
 JX1431  HISTORY     - Date     Condition        Report By
 JX1431  HISTORY     - 1934     MONUMENTED       CGS
 JX1431  HISTORY     - 1935     GOOD             NGS
 JX1431  HISTORY     - 1954     MARK NOT FOUND   NGS
 JX1431
 JX1431                          STATION DESCRIPTION
 JX1431
 JX1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX1431'2.2 MI E FROM SONORA.
 JX1431'2.2 MILES EAST OF STATION BY RAIL ON THE COLUMBUS-BELLAIRE
 JX1431'BRANCH OF THE BALTIMORE AND OHIO RAILROAD-- ON TOP OF THE SOUTH
 JX1431'HEADWALL OF CONCRETE CULVERT 96, 1 POLE EAST OF TELEGRAPH POLE
 JX1431'68/20, 14 YARDS NORTH OF A WIRE RIGHT OF WAY FENCE, 9 FEET
 JX1431'EAST OF THE WEST END OF HEADWALL, 1 1/2 FEET BELOW THE TOP OF RAIL.
 JX1431
 JX1431                          STATION RECOVERY (1954)
 JX1431
 JX1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JX1431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0812 ***********************************************************************
 JX0812  DESIGNATION -  B 66
 JX0812  PID         -  JX0812
 JX0812  STATE/COUNTY-  OH/NOBLE
 JX0812  USGS QUAD   -  SARAHSVILLE (1994)
 JX0812
 JX0812                         *CURRENT SURVEY CONTROL
 JX0812  ___________________________________________________________________
 JX0812* NAD 83(1986)-  39 46 14.     (N)    081 27 51.     (W)     SCALED    
 JX0812* NAVD 88     -       334.115  (meters)    1096.18   (feet)  ADJUSTED  
 JX0812  ___________________________________________________________________
 JX0812  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JX0812  DYNAMIC HT  -         333.926 (meters)    1095.56  (feet)  COMP
 JX0812  MODELED GRAV-     980,049.5   (mgal)                       NAVD 88
 JX0812
 JX0812  VERT ORDER  -  SECOND    CLASS 0
 JX0812
 JX0812.The horizontal coordinates were scaled from a topographic map and have
 JX0812.an estimated accuracy of +/- 6 seconds.
 JX0812
 JX0812.The orthometric height was determined by differential leveling
 JX0812.and adjusted by the National Geodetic Survey in June 1991..
 JX0812
 JX0812.The geoid height was determined by GEOID03.
 JX0812
 JX0812.The dynamic height is computed by dividing the NAVD 88
 JX0812.geopotential number by the normal gravity value computed on the
 JX0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0812.degrees latitude (g = 980.6199 gals.).
 JX0812
 JX0812.The modeled gravity was interpolated from observed gravity values.
 JX0812
 JX0812;                    North         East    Units  Estimated Accuracy
 JX0812;SPC OH S     -   197,070.      688,740.      MT  (+/- 180 meters Scaled)
 JX0812
 JX0812                          SUPERSEDED SURVEY CONTROL
 JX0812
 JX0812  NGVD 29 (??/??/92)  334.289  (m)         1096.75   (f) ADJ UNCH    2 0
 JX0812
 JX0812.Superseded values are not recommended for survey control.
 JX0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0812.See file dsdata.txt to determine how the superseded data were derived.
 JX0812
 JX0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME602023(NAD 83)
 JX0812_MARKER: DB = BENCH MARK DISK
 JX0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0812_STAMPING: B 66 1934
 JX0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0812+STABILITY: SURFACE MOTION
 JX0812
 JX0812  HISTORY     - Date     Condition        Report By
 JX0812  HISTORY     - 1934     MONUMENTED       CGS
 JX0812
 JX0812                          STATION DESCRIPTION
 JX0812
 JX0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0812'4.5 MI E FROM CALDWELL.
 JX0812'4.5 MILES EAST ALONG STATE HIGHWAY 78 FROM THE PENNSYLVANIA RAILROAD
 JX0812'STATION AT CALDWELL, NOBLE COUNTY, 22 YARDS NORTH OF THE NORTHEAST
 JX0812'CORNER OF PERRYOPOLIS FREE METHODIST CHURCH, 8 YARDS NORTH OF
 JX0812'THE CENTERLINE OF THE HIGHWAY, 11 YARDS EAST OF A POLE, 1-1/2
 JX0812'FEET SOUTH OF A WIRE FENCE, AND ABOUT ONE FOOT ABOVE THE LEVEL
 JX0812'OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 66 1934 AND SET IN
 JX0812'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1389 ***********************************************************************
 JX1389  DESIGNATION -  B 67
 JX1389  PID         -  JX1389
 JX1389  STATE/COUNTY-  OH/MORGAN
 JX1389  USGS QUAD   -  ROKEBY LOCK (1994)
 JX1389
 JX1389                         *CURRENT SURVEY CONTROL
 JX1389  ___________________________________________________________________
 JX1389* NAD 83(1986)-  39 39 06.     (N)    081 53 13.     (W)     SCALED    
 JX1389* NAVD 88     -       243.897  (meters)     800.19   (feet)  ADJUSTED  
 JX1389  ___________________________________________________________________
 JX1389  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JX1389  DYNAMIC HT  -         243.756 (meters)     799.72  (feet)  COMP
 JX1389  MODELED GRAV-     980,041.4   (mgal)                       NAVD 88
 JX1389
 JX1389  VERT ORDER  -  SECOND    CLASS 0
 JX1389
 JX1389.The horizontal coordinates were scaled from a topographic map and have
 JX1389.an estimated accuracy of +/- 6 seconds.
 JX1389
 JX1389.The orthometric height was determined by differential leveling
 JX1389.and adjusted by the National Geodetic Survey in June 1991..
 JX1389
 JX1389.The geoid height was determined by GEOID03.
 JX1389
 JX1389.The dynamic height is computed by dividing the NAVD 88
 JX1389.geopotential number by the normal gravity value computed on the
 JX1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1389.degrees latitude (g = 980.6199 gals.).
 JX1389
 JX1389.The modeled gravity was interpolated from observed gravity values.
 JX1389
 JX1389;                    North         East    Units  Estimated Accuracy
 JX1389;SPC OH S     -   183,540.      652,610.      MT  (+/- 180 meters Scaled)
 JX1389
 JX1389                          SUPERSEDED SURVEY CONTROL
 JX1389
 JX1389  NGVD 29 (??/??/92)  244.105  (m)          800.87   (f) ADJ UNCH    2 0
 JX1389
 JX1389.Superseded values are not recommended for survey control.
 JX1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1389.See file dsdata.txt to determine how the superseded data were derived.
 JX1389
 JX1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD239894(NAD 83)
 JX1389_MARKER: DB = BENCH MARK DISK
 JX1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1389_STAMPING: B 67 1934
 JX1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1389+STABILITY: SURFACE MOTION
 JX1389
 JX1389  HISTORY     - Date     Condition        Report By
 JX1389  HISTORY     - 1934     MONUMENTED       CGS
 JX1389  HISTORY     - 1960     MARK NOT FOUND   USGS
 JX1389
 JX1389                          STATION DESCRIPTION
 JX1389
 JX1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX1389'1.8 MI W FROM MALTA.
 JX1389'1.8 MILES WEST ALONG STATE HIGHWAY 37 FROM THE BALTIMORE AND
 JX1389'OHIO RAILROAD STATION AT MALTA, MORGAN COUNTY, 100 YARDS WEST OF
 JX1389'THE CENTER OF THE JUNCTION OF STATE HIGHWAY 78, 75 FEET WEST OF
 JX1389'THE SOUTHWEST CORNER OF A TEXACO SERVICE STATION, 5 YARDS SOUTH
 JX1389'OF THE CENTERLINE OF THE HIGHWAY, 4 FEET SOUTH OF THE EAST END-POST
 JX1389'OF A GUARDRAIL, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 JX1389'STAMPED B 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JX1389
 JX1389                          STATION RECOVERY (1960)
 JX1389
 JX1389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JX1389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0688 ***********************************************************************
 JY0688  DESIGNATION -  B 68
 JY0688  PID         -  JY0688
 JY0688  STATE/COUNTY-  OH/FAIRFIELD
 JY0688  USGS QUAD   -  BALTIMORE (1987)
 JY0688
 JY0688                         *CURRENT SURVEY CONTROL
 JY0688  ___________________________________________________________________
 JY0688* NAD 83(1986)-  39 50 23.     (N)    082 32 36.     (W)     SCALED    
 JY0688* NAVD 88     -       270.925  (meters)     888.86   (feet)  ADJUSTED  
 JY0688  ___________________________________________________________________
 JY0688  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JY0688  DYNAMIC HT  -         270.768 (meters)     888.34  (feet)  COMP
 JY0688  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 JY0688
 JY0688  VERT ORDER  -  SECOND    CLASS 0
 JY0688
 JY0688.The horizontal coordinates were scaled from a topographic map and have
 JY0688.an estimated accuracy of +/- 6 seconds.
 JY0688
 JY0688.The orthometric height was determined by differential leveling
 JY0688.and adjusted by the National Geodetic Survey in June 1991..
 JY0688
 JY0688.The geoid height was determined by GEOID03.
 JY0688
 JY0688.The dynamic height is computed by dividing the NAVD 88
 JY0688.geopotential number by the normal gravity value computed on the
 JY0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0688.degrees latitude (g = 980.6199 gals.).
 JY0688
 JY0688.The modeled gravity was interpolated from observed gravity values.
 JY0688
 JY0688;                    North         East    Units  Estimated Accuracy
 JY0688;SPC OH S     -   204,240.      596,290.      MT  (+/- 180 meters Scaled)
 JY0688
 JY0688                          SUPERSEDED SURVEY CONTROL
 JY0688
 JY0688  NGVD 29 (??/??/92)  271.146  (m)          889.58   (f) ADJ UNCH    2 0
 JY0688
 JY0688.Superseded values are not recommended for survey control.
 JY0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0688.See file dsdata.txt to determine how the superseded data were derived.
 JY0688
 JY0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE679111(NAD 83)
 JY0688_MARKER: DB = BENCH MARK DISK
 JY0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0688_STAMPING: B 68 1934
 JY0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0688+STABILITY: SURFACE MOTION
 JY0688
 JY0688  HISTORY     - Date     Condition        Report By
 JY0688  HISTORY     - 1934     MONUMENTED       CGS
 JY0688  HISTORY     - 1954     GOOD             NGS
 JY0688
 JY0688                          STATION DESCRIPTION
 JY0688
 JY0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0688'AT THURSTON.
 JY0688'AT THURSTON, AT THE CROSSING OF THE NEW YORK CENTRAL RAILROAD AND
 JY0688'STATE HIGHWAY 256, 3.1 FEET NORTHEAST OF NORTHEAST RAIL OF NORTHEAST
 JY0688'TRACK, 36.2 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN TRACK, 26
 JY0688'FEET SOUTH OF CENTER LINE OF HIGHWAY, 3.3 FEET NORTHWEST OF A SWITCH
 JY0688'STAND, NORTHEAST AND ACROSS TRACK FROM RAILROAD CONTROL TOWER,
 JY0688'ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 JY0688'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1180 ***********************************************************************
 JX1180  DESIGNATION -  B 70
 JX1180  PID         -  JX1180
 JX1180  STATE/COUNTY-  OH/ATHENS
 JX1180  USGS QUAD   -  STEWART (1994)
 JX1180
 JX1180                         *CURRENT SURVEY CONTROL
 JX1180  ___________________________________________________________________
 JX1180* NAD 83(1986)-  39 19 31.     (N)    081 59 44.     (W)     SCALED    
 JX1180* NAVD 88     -       206.405  (meters)     677.18   (feet)  ADJUSTED  
 JX1180  ___________________________________________________________________
 JX1180  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1180  DYNAMIC HT  -         206.279 (meters)     676.77  (feet)  COMP
 JX1180  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 JX1180
 JX1180  VERT ORDER  -  FIRST     CLASS II
 JX1180
 JX1180.The horizontal coordinates were scaled from a topographic map and have
 JX1180.an estimated accuracy of +/- 6 seconds.
 JX1180
 JX1180.The orthometric height was determined by differential leveling
 JX1180.and adjusted by the National Geodetic Survey in June 1991..
 JX1180
 JX1180.The geoid height was determined by GEOID03.
 JX1180
 JX1180.The dynamic height is computed by dividing the NAVD 88
 JX1180.geopotential number by the normal gravity value computed on the
 JX1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1180.degrees latitude (g = 980.6199 gals.).
 JX1180
 JX1180.The modeled gravity was interpolated from observed gravity values.
 JX1180
 JX1180;                    North         East    Units  Estimated Accuracy
 JX1180;SPC OH S     -   147,250.      643,490.      MT  (+/- 180 meters Scaled)
 JX1180
 JX1180                          SUPERSEDED SURVEY CONTROL
 JX1180
 JX1180  NGVD 29 (??/??/92)  206.581  (m)          677.76   (f) ADJ UNCH    1 2
 JX1180
 JX1180.Superseded values are not recommended for survey control.
 JX1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1180.See file dsdata.txt to determine how the superseded data were derived.
 JX1180
 JX1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD141533(NAD 83)
 JX1180_MARKER: DB = BENCH MARK DISK
 JX1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1180_STAMPING: B 70 1934
 JX1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1180+STABILITY: SURFACE MOTION
 JX1180
 JX1180  HISTORY     - Date     Condition        Report By
 JX1180  HISTORY     - 1934     MONUMENTED       CGS
 JX1180  HISTORY     - 1943     GOOD             NGS
 JX1180
 JX1180                          STATION DESCRIPTION
 JX1180
 JX1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1180'6.2 MI E FROM ATHENS.
 JX1180'6.2 MILES EAST ALONG U.S. HIGHWAY 50 FROM ATHENS, ATHENS COUNTY,
 JX1180'THENCE 0.3 MILE ALONG STATE HIGHWAY 690, AT CANAANVILLE, 65 YARDS
 JX1180'EAST OF THE SOUTHEAST CORNER OF A SOHIO SERVICE STATION, 110
 JX1180'FEET EAST OF THE SOUTHEAST CORNER OF THE HARRY BARNES HOUSE,
 JX1180'35 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET
 JX1180'NORTHWEST OF A POLE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 JX1180'POST, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A
 JX1180'STANDARD DISK, STAMPED B 70 1934 AND SET IN THE TOP OF A
 JX1180'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1123 ***********************************************************************
 HY1123  DESIGNATION -  B 72
 HY1123  PID         -  HY1123
 HY1123  STATE/COUNTY-  OH/SCIOTO
 HY1123  USGS QUAD   -  SOUTH WEBSTER (1975)
 HY1123
 HY1123                         *CURRENT SURVEY CONTROL
 HY1123  ___________________________________________________________________
 HY1123* NAD 83(1986)-  38 48 37.     (N)    082 40 31.     (W)     SCALED    
 HY1123* NAVD 88     -       196.583  (meters)     644.96   (feet)  ADJUSTED  
 HY1123  ___________________________________________________________________
 HY1123  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HY1123  DYNAMIC HT  -         196.456 (meters)     644.54  (feet)  COMP
 HY1123  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 HY1123
 HY1123  VERT ORDER  -  SECOND    CLASS 0
 HY1123
 HY1123.The horizontal coordinates were scaled from a topographic map and have
 HY1123.an estimated accuracy of +/- 6 seconds.
 HY1123
 HY1123.The orthometric height was determined by differential leveling
 HY1123.and adjusted by the National Geodetic Survey in June 1991..
 HY1123
 HY1123.The geoid height was determined by GEOID03.
 HY1123
 HY1123.The dynamic height is computed by dividing the NAVD 88
 HY1123.geopotential number by the normal gravity value computed on the
 HY1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1123.degrees latitude (g = 980.6199 gals.).
 HY1123
 HY1123.The modeled gravity was interpolated from observed gravity values.
 HY1123
 HY1123;                    North         East    Units  Estimated Accuracy
 HY1123;SPC OH S     -    89,970.      584,780.      MT  (+/- 180 meters Scaled)
 HY1123
 HY1123                          SUPERSEDED SURVEY CONTROL
 HY1123
 HY1123  NGVD 29 (??/??/92)  196.762  (m)          645.54   (f) ADJ UNCH    2 0
 HY1123
 HY1123.Superseded values are not recommended for survey control.
 HY1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1123.See file dsdata.txt to determine how the superseded data were derived.
 HY1123
 HY1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC545970(NAD 83)
 HY1123_MARKER: DB = BENCH MARK DISK
 HY1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1123_STAMPING: B 72 1934 645.550
 HY1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1123+STABILITY: SURFACE MOTION
 HY1123
 HY1123  HISTORY     - Date     Condition        Report By
 HY1123  HISTORY     - 1934     MONUMENTED       CGS
 HY1123  HISTORY     - 1958     GOOD             NGS
 HY1123
 HY1123                          STATION DESCRIPTION
 HY1123
 HY1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1123'3.3 MI E FROM SOUTH WEBSTER.
 HY1123'ABOUT 3.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1123'FROM THE STATION AT SOUTH WEBSTER, IN SECTION 19, T 4N, R 18W,
 HY1123'NEAR MILEAGE POLE 34-8, AT A GRADED ROAD CROSSING, AT HALES
 HY1123'CREEK, 24 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 129 1/2 FEET
 HY1123'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE CROSSING, 121 FEET
 HY1123'SOUTHWEST OF THE FIRST POWER POLE SOUTHEAST OF THE TRACK, 67
 HY1123'FEET EAST AND ACROSS THE TRACK FROM THE MILEAGE POLE, 1/2 FOOT
 HY1123'NORTHWEST OF A FENCE LINE AND IS IN LINE WITH THE SOUTHEAST
 HY1123'SIDE OF THE CENTER ROW OF CONCRETE POSTS OF AN ABANDONED BASE OF
 HY1123'A WATER TOWER, ABOUT LEVEL WITH THE TRACK, SET IN THE TOP OF A
 HY1123'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1438 ***********************************************************************
 HY1438  DESIGNATION -  B 73
 HY1438  PID         -  HY1438
 HY1438  STATE/COUNTY-  OH/ADAMS
 HY1438  USGS QUAD   -  JAYBIRD (1995)
 HY1438
 HY1438                         *CURRENT SURVEY CONTROL
 HY1438  ___________________________________________________________________
 HY1438* NAD 83(1986)-  38 55 51.     (N)    083 16 57.     (W)     SCALED    
 HY1438* NAVD 88     -       189.305  (meters)     621.08   (feet)  ADJUSTED  
 HY1438  ___________________________________________________________________
 HY1438  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 HY1438  DYNAMIC HT  -         189.189 (meters)     620.70  (feet)  COMP
 HY1438  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 HY1438
 HY1438  VERT ORDER  -  SECOND    CLASS 0
 HY1438
 HY1438.The horizontal coordinates were scaled from a topographic map and have
 HY1438.an estimated accuracy of +/- 6 seconds.
 HY1438
 HY1438.The orthometric height was determined by differential leveling
 HY1438.and adjusted by the National Geodetic Survey in June 1991..
 HY1438
 HY1438.The geoid height was determined by GEOID03.
 HY1438
 HY1438.The dynamic height is computed by dividing the NAVD 88
 HY1438.geopotential number by the normal gravity value computed on the
 HY1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1438.degrees latitude (g = 980.6199 gals.).
 HY1438
 HY1438.The modeled gravity was interpolated from observed gravity values.
 HY1438
 HY1438;                    North         East    Units  Estimated Accuracy
 HY1438;SPC OH S     -   103,630.      532,150.      MT  (+/- 180 meters Scaled)
 HY1438
 HY1438                          SUPERSEDED SURVEY CONTROL
 HY1438
 HY1438  NGVD 29 (??/??/92)  189.502  (m)          621.72   (f) ADJ UNCH    2 0
 HY1438
 HY1438.Superseded values are not recommended for survey control.
 HY1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1438.See file dsdata.txt to determine how the superseded data were derived.
 HY1438
 HY1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD021115(NAD 83)
 HY1438_MARKER: DB = BENCH MARK DISK
 HY1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1438_STAMPING: B 73 1934
 HY1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1438+STABILITY: SURFACE MOTION
 HY1438
 HY1438  HISTORY     - Date     Condition        Report By
 HY1438  HISTORY     - 1934     MONUMENTED       CGS
 HY1438  HISTORY     - 1960     MARK NOT FOUND   NGS
 HY1438
 HY1438                          STATION DESCRIPTION
 HY1438
 HY1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HY1438'1.1 MI E FROM MINERAL SPRINGS.
 HY1438'1.1 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY1438'STATION AT MINERAL SPRINGS, ADAMS COUNTY, 300 YARDS WEST OF
 HY1438'MILEPOST C 80, 18 YARDS NORTHEAST OF THE NORTH RAIL AT THE
 HY1438'CROSSING OF THE CENTERLINE OF A DIRT ROAD, 35 FEET NORTH OF THE
 HY1438'NORTH RAIL, 4 FEET NORTHWEST OF A POLE, AND ABOUT ONE FOOT ABOVE
 HY1438'THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED B 73 1934
 HY1438'AND SET IN THE TOP OF A CONCRETE POST.
 HY1438
 HY1438                          STATION RECOVERY (1960)
 HY1438
 HY1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HY1438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0501 ***********************************************************************
 JZ0501  DESIGNATION -  B 74
 JZ0501  PID         -  JZ0501
 JZ0501  STATE/COUNTY-  OH/CLERMONT
 JZ0501  USGS QUAD   -  BATAVIA (1992)
 JZ0501
 JZ0501                         *CURRENT SURVEY CONTROL
 JZ0501  ___________________________________________________________________
 JZ0501* NAD 83(1986)-  39 03 36.     (N)    084 08 02.     (W)     SCALED    
 JZ0501* NAVD 88     -       250.015  (meters)     820.26   (feet)  ADJUSTED  
 JZ0501  ___________________________________________________________________
 JZ0501  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ0501  DYNAMIC HT  -         249.855 (meters)     819.73  (feet)  COMP
 JZ0501  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 JZ0501
 JZ0501  VERT ORDER  -  SECOND    CLASS 0
 JZ0501
 JZ0501.The horizontal coordinates were scaled from a topographic map and have
 JZ0501.an estimated accuracy of +/- 6 seconds.
 JZ0501
 JZ0501.The orthometric height was determined by differential leveling
 JZ0501.and adjusted by the National Geodetic Survey in June 1991..
 JZ0501
 JZ0501.The geoid height was determined by GEOID03.
 JZ0501
 JZ0501.The dynamic height is computed by dividing the NAVD 88
 JZ0501.geopotential number by the normal gravity value computed on the
 JZ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0501.degrees latitude (g = 980.6199 gals.).
 JZ0501
 JZ0501.The modeled gravity was interpolated from observed gravity values.
 JZ0501
 JZ0501;                    North         East    Units  Estimated Accuracy
 JZ0501;SPC OH S     -   118,950.      458,600.      MT  (+/- 180 meters Scaled)
 JZ0501
 JZ0501                          SUPERSEDED SURVEY CONTROL
 JZ0501
 JZ0501  NGVD 29 (??/??/92)  250.197  (m)          820.85   (f) ADJ UNCH    2 0
 JZ0501
 JZ0501.Superseded values are not recommended for survey control.
 JZ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0501.See file dsdata.txt to determine how the superseded data were derived.
 JZ0501
 JZ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ479273(NAD 83)
 JZ0501_MARKER: DB = BENCH MARK DISK
 JZ0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0501_STAMPING: B 74 1934
 JZ0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0501+STABILITY: SURFACE MOTION
 JZ0501
 JZ0501  HISTORY     - Date     Condition        Report By
 JZ0501  HISTORY     - 1934     MONUMENTED       CGS
 JZ0501  HISTORY     - 1952     MARK NOT FOUND   NGS
 JZ0501
 JZ0501                          STATION DESCRIPTION
 JZ0501
 JZ0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JZ0501'2.1 MI W FROM AFTON.
 JZ0501'2.1 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JZ0501'STATION AT AFTON, CLERMONT COUNTY, 150 YARDS WEST OF A SIGNAL,
 JZ0501'31 YARDS NORTHWEST OF THE NORTH RAIL, AT THE CROSSING OF THE
 JZ0501'CENTERLINE OF A GRAVEL-ROAD, 30 FEET NORTH OF THE NORTH RAIL,
 JZ0501'3 FEET WEST OF THE FENCE CORNER, AND LEVEL WITH THE TRACK.  A
 JZ0501'STANDARD DISK, STAMPED B 74 1934 AND SET IN THE TOP OF A
 JZ0501'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0990 ***********************************************************************
 JY0990  DESIGNATION -  B 75
 JY0990  PID         -  JY0990
 JY0990  STATE/COUNTY-  OH/PIKE
 JY0990  USGS QUAD   -  BAINBRIDGE (1979)
 JY0990
 JY0990                         *CURRENT SURVEY CONTROL
 JY0990  ___________________________________________________________________
 JY0990* NAD 83(1986)-  39 09 05.     (N)    083 21 39.     (W)     SCALED    
 JY0990* NAVD 88     -       277.476  (meters)     910.35   (feet)  ADJUSTED  
 JY0990  ___________________________________________________________________
 JY0990  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JY0990  DYNAMIC HT  -         277.310 (meters)     909.81  (feet)  COMP
 JY0990  MODELED GRAV-     980,020.5   (mgal)                       NAVD 88
 JY0990
 JY0990  VERT ORDER  -  SECOND    CLASS 0
 JY0990
 JY0990.The horizontal coordinates were scaled from a topographic map and have
 JY0990.an estimated accuracy of +/- 6 seconds.
 JY0990
 JY0990.The orthometric height was determined by differential leveling
 JY0990.and adjusted by the National Geodetic Survey in June 1991..
 JY0990
 JY0990.The geoid height was determined by GEOID03.
 JY0990
 JY0990.The dynamic height is computed by dividing the NAVD 88
 JY0990.geopotential number by the normal gravity value computed on the
 JY0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0990.degrees latitude (g = 980.6199 gals.).
 JY0990
 JY0990.The modeled gravity was interpolated from observed gravity values.
 JY0990
 JY0990;                    North         East    Units  Estimated Accuracy
 JY0990;SPC OH S     -   128,170.      525,590.      MT  (+/- 180 meters Scaled)
 JY0990
 JY0990                          SUPERSEDED SURVEY CONTROL
 JY0990
 JY0990  NGVD 29 (??/??/92)  277.664  (m)          910.97   (f) ADJ UNCH    2 0
 JY0990
 JY0990.Superseded values are not recommended for survey control.
 JY0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0990.See file dsdata.txt to determine how the superseded data were derived.
 JY0990
 JY0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD959362(NAD 83)
 JY0990_MARKER: DB = BENCH MARK DISK
 JY0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0990_STAMPING: B 75 1934
 JY0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0990+STABILITY: SURFACE MOTION
 JY0990
 JY0990  HISTORY     - Date     Condition        Report By
 JY0990  HISTORY     - 1934     MONUMENTED       CGS
 JY0990
 JY0990                          STATION DESCRIPTION
 JY0990
 JY0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0990'2.4 MI S FROM CYNTHIANA.
 JY0990'2.4 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT
 JY0990'CYNTHIANA, PIKE COUNTY, DIRECTLY NORTH OF THE PIKE-HIGHLAND
 JY0990'COUNTY-LINE 25 YARDS EAST OF THE NORTHEAST CORNER OF THE C.W.
 JY0990'WESTFALL HOUSE, 10 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY,
 JY0990'2.6 FEET NORTH OF A SMALL POLE, AND ABOUT 2 FEET ABOVE THE LEVEL
 JY0990'OF THE PAVEMENT.  A STANDARD DISK, STAMPED B 75 1934 AND SET IN
 JY0990'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0127 ***********************************************************************
 JY0127  DESIGNATION -  B 76
 JY0127  PID         -  JY0127
 JY0127  STATE/COUNTY-  OH/ATHENS
 JY0127  USGS QUAD   -  ATHENS (1995)
 JY0127
 JY0127                         *CURRENT SURVEY CONTROL
 JY0127  ___________________________________________________________________
 JY0127* NAD 83(1995)-  39 20 05.16495(N)    082 03 59.69046(W)     ADJUSTED  
 JY0127* NAVD 88     -       193.745  (meters)     635.65   (feet)  ADJUSTED  
 JY0127  ___________________________________________________________________
 JY0127  X           -     681,826.881 (meters)                     COMP
 JY0127  Y           -  -4,892,697.610 (meters)                     COMP
 JY0127  Z           -   4,021,232.701 (meters)                     COMP
 JY0127  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 JY0127  ELLIP HEIGHT-         159.58  (meters)          (10/07/05) GPS OBS
 JY0127  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JY0127  DYNAMIC HT  -         193.628 (meters)     635.26  (feet)  COMP
 JY0127  MODELED GRAV-     980,017.6   (mgal)                       NAVD 88
 JY0127
 JY0127  HORZ ORDER  -  FIRST
 JY0127  VERT ORDER  -  FIRST     CLASS II
 JY0127  ELLP ORDER  -  FOURTH    CLASS I
 JY0127
 JY0127.The horizontal coordinates were established by GPS observations
 JY0127.and adjusted by the National Geodetic Survey in April 1998..
 JY0127
 JY0127.The orthometric height was determined by differential leveling
 JY0127.and adjusted by the National Geodetic Survey in June 1991..
 JY0127
 JY0127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY0127
 JY0127.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY0127
 JY0127.The ellipsoidal height was determined by GPS observations
 JY0127.and is referenced to NAD 83.
 JY0127
 JY0127.The geoid height was determined by GEOID03.
 JY0127
 JY0127.The dynamic height is computed by dividing the NAVD 88
 JY0127.geopotential number by the normal gravity value computed on the
 JY0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0127.degrees latitude (g = 980.6199 gals.).
 JY0127
 JY0127.The modeled gravity was interpolated from observed gravity values.
 JY0127
 JY0127;                    North         East     Units Scale Factor Converg.
 JY0127;SPC OH S     -   148,266.467   637,365.467   MT  0.99993628   +0 16 30.0
 JY0127;UTM  17      - 4,354,469.563   408,078.641   MT  0.99970403   -0 40 34.0
 JY0127
 JY0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY0127!SPC OH S     -   0.99997496  x   0.99993628  =   0.99991125
 JY0127!UTM  17      -   0.99997496  x   0.99970403  =   0.99967900
 JY0127
 JY0127                          SUPERSEDED SURVEY CONTROL
 JY0127
 JY0127  ELLIP H (04/01/98)  159.60   (m)                       GP(       ) 4 1
 JY0127  NAD 83(1986)-  39 20 05.16672(N)    082 03 59.69565(W) AD(       ) 1
 JY0127  NAVD 88 (03/26/96)  193.75   (m)          635.7    (f) LEVELING    3  
 JY0127  NGVD 29 (??/??/92)  193.917  (m)          636.21   (f) ADJ UNCH    1 2
 JY0127
 JY0127.Superseded values are not recommended for survey control.
 JY0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0127.See file dsdata.txt to determine how the superseded data were derived.
 JY0127
 JY0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0807954470(NAD 83)
 JY0127_MARKER: DB = BENCH MARK DISK
 JY0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0127_SP_SET: CULVERT
 JY0127_STAMPING: B 76 1935
 JY0127_MARK LOGO: CGS   
 JY0127_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY0127+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 JY0127
 JY0127  HISTORY     - Date     Condition        Report By
 JY0127  HISTORY     - 1935     MONUMENTED       CGS
 JY0127  HISTORY     - 1943     GOOD             NGS
 JY0127  HISTORY     - 1976     GOOD             NGS
 JY0127  HISTORY     - 1988     GOOD             USPSQD
 JY0127  HISTORY     - 19950920 GOOD             GEOONE
 JY0127
 JY0127                          STATION DESCRIPTION
 JY0127
 JY0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0127'2.7 MI E FROM ATHENS.
 JY0127'2.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY0127'STATION AT ATHENS, ATHENS COUNTY, ABOUT 130 YARDS WEST OF MILEPOST
 JY0127'C 161, AT A DRAINAGE CULVERT OF THE ATHENS MUNICIPAL AIRPORT,
 JY0127'IN THE TOP OF THE EAST END OF THE NORTH HEADWALL, 2 YARDS NORTH
 JY0127'OF THE NORTH RAIL, AND ABOUT ONE FOOT LOWER THAN THE TRACK.
 JY0127'A STANDARD DISK, STAMPED B 76 1935.
 JY0127
 JY0127                          STATION RECOVERY (1976)
 JY0127
 JY0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0127'RECOVERED IN GOOD CONDITION.
 JY0127
 JY0127                          STATION RECOVERY (1988)
 JY0127
 JY0127'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JY0127'RECOVERED IN GOOD CONDITION.
 JY0127
 JY0127                          STATION RECOVERY (1995)
 JY0127
 JY0127'RECOVERY NOTE BY GEOONE INCORPORATED 1995 (JDW)
 JY0127'RECOVERED AS DESCRIBED.  AIRPORT NO LONGER IN USE EXCEPT FOR OHIO
 JY0127'UNIVERSITY RESEARCH.  RAILROAD IS ABANDONED AND USED FOR RECREATION.
 JY0127'AS ACCESSED FROM CROSSING OF A ROAD WHICH RUNS BETWEEN THE ATHENS
 JY0127'COUNTY ENGINEER OFFICE AND THE PUBLIC SWIMMING POOL, PROCEED EAST
 JY0127'ALONG TRACK APPROXIMATELY 0.6 MI.TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0447 ***********************************************************************
 JY0447  DESIGNATION -  B 77
 JY0447  PID         -  JY0447
 JY0447  STATE/COUNTY-  OH/ROSS
 JY0447  USGS QUAD   -  LONDONDERRY (1992)
 JY0447
 JY0447                         *CURRENT SURVEY CONTROL
 JY0447  ___________________________________________________________________
 JY0447* NAD 83(1986)-  39 15 51.     (N)    082 50 48.     (W)     SCALED    
 JY0447* NAVD 88     -       198.227  (meters)     650.35   (feet)  ADJUSTED  
 JY0447  ___________________________________________________________________
 JY0447  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JY0447  DYNAMIC HT  -         198.107 (meters)     649.96  (feet)  COMP
 JY0447  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 JY0447
 JY0447  VERT ORDER  -  FIRST     CLASS II
 JY0447
 JY0447.The horizontal coordinates were scaled from a topographic map and have
 JY0447.an estimated accuracy of +/- 6 seconds.
 JY0447
 JY0447.The orthometric height was determined by differential leveling
 JY0447.and adjusted by the National Geodetic Survey in June 1991..
 JY0447
 JY0447.The geoid height was determined by GEOID03.
 JY0447
 JY0447.The dynamic height is computed by dividing the NAVD 88
 JY0447.geopotential number by the normal gravity value computed on the
 JY0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0447.degrees latitude (g = 980.6199 gals.).
 JY0447
 JY0447.The modeled gravity was interpolated from observed gravity values.
 JY0447
 JY0447;                    North         East    Units  Estimated Accuracy
 JY0447;SPC OH S     -   140,400.      570,080.      MT  (+/- 180 meters Scaled)
 JY0447
 JY0447                          SUPERSEDED SURVEY CONTROL
 JY0447
 JY0447  NGVD 29 (??/??/92)  198.394  (m)          650.90   (f) ADJ UNCH    1 2
 JY0447
 JY0447.Superseded values are not recommended for survey control.
 JY0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0447.See file dsdata.txt to determine how the superseded data were derived.
 JY0447
 JY0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD406477(NAD 83)
 JY0447_MARKER: DB = BENCH MARK DISK
 JY0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0447_STAMPING: B 77 1935
 JY0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0447+STABILITY: SURFACE MOTION
 JY0447
 JY0447  HISTORY     - Date     Condition        Report By
 JY0447  HISTORY     - 1935     MONUMENTED       CGS
 JY0447  HISTORY     - 1943     GOOD             NGS
 JY0447
 JY0447                          STATION DESCRIPTION
 JY0447
 JY0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0447'3.4 MI NW FROM VIGO.
 JY0447'3.4 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JY0447'FROM THE STATION AT VIGO, ROSS COUNTY, 5-1/2 RAILS FROM SPEED
 JY0447'SIGN 55, 55 YARDS NORTHEAST OF POLE 106+20, 50 YARDS FROM A
 JY0447'ONE-STORY FARM HOUSE, 18 FEET NORTH OF THE NORTH RAIL, 17 FEET
 JY0447'SOUTH OF THE CENTERLINE OF A ROAD, AND LEVEL WITH THE TRACK.
 JY0447'A STANDARD DISK, STAMPED B 77 1935 AND SET IN THE TOP OF A CONCRETE
 JY0447'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1009 ***********************************************************************
 JY1009  DESIGNATION -  B 78
 JY1009  PID         -  JY1009
 JY1009  STATE/COUNTY-  OH/CLINTON
 JY1009  USGS QUAD   -  MARTINSVILLE (1960)
 JY1009
 JY1009                         *CURRENT SURVEY CONTROL
 JY1009  ___________________________________________________________________
 JY1009* NAD 83(1986)-  39 19 15.     (N)    083 45 13.     (W)     SCALED    
 JY1009* NAVD 88     -       322.623  (meters)    1058.47   (feet)  ADJUSTED  
 JY1009  ___________________________________________________________________
 JY1009  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JY1009  DYNAMIC HT  -         322.434 (meters)    1057.85  (feet)  COMP
 JY1009  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 JY1009
 JY1009  VERT ORDER  -  FIRST     CLASS II
 JY1009
 JY1009.The horizontal coordinates were scaled from a topographic map and have
 JY1009.an estimated accuracy of +/- 6 seconds.
 JY1009
 JY1009.The orthometric height was determined by differential leveling
 JY1009.and adjusted by the National Geodetic Survey in June 1991..
 JY1009
 JY1009.The geoid height was determined by GEOID03.
 JY1009
 JY1009.The dynamic height is computed by dividing the NAVD 88
 JY1009.geopotential number by the normal gravity value computed on the
 JY1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1009.degrees latitude (g = 980.6199 gals.).
 JY1009
 JY1009.The modeled gravity was interpolated from observed gravity values.
 JY1009
 JY1009;                    North         East    Units  Estimated Accuracy
 JY1009;SPC OH S     -   147,380.      491,910.      MT  (+/- 180 meters Scaled)
 JY1009
 JY1009                          SUPERSEDED SURVEY CONTROL
 JY1009
 JY1009  NGVD 29 (??/??/92)  322.778  (m)         1058.98   (f) ADJ UNCH    1 2
 JY1009
 JY1009.Superseded values are not recommended for survey control.
 JY1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1009.See file dsdata.txt to determine how the superseded data were derived.
 JY1009
 JY1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD626559(NAD 83)
 JY1009_MARKER: DB = BENCH MARK DISK
 JY1009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY1009_SP_SET: BRIDGE SEAT
 JY1009_STAMPING: B 78 1935
 JY1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1009
 JY1009  HISTORY     - Date     Condition        Report By
 JY1009  HISTORY     - 1935     MONUMENTED       CGS
 JY1009  HISTORY     - 1984     MARK NOT FOUND   NGS
 JY1009
 JY1009                          STATION DESCRIPTION
 JY1009
 JY1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JY1009'3.4 MI W FROM NEW VIENNA.
 JY1009'3.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY1009'STATION AT NEW VIENNA, CLINTON COUNTY, AT BRIDGE 53.38 OVER A
 JY1009'GRAVEL ROAD, IN THE TOP OF THE SOUTH END OF THE WEST BRIDGE
 JY1009'SEAT, 11 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET LOWER
 JY1009'THAN THE TRACK.  A STANDARD DISK, STAMPED B 78 1935.
 JY1009
 JY1009                          STATION RECOVERY (1984)
 JY1009
 JY1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY1009'NOT RECOVERED, THE IMPRINT OF THE DISK WAS FOUND AT THE DESCRIBED
 JY1009'LOCATION, THE DISK HAS BEEN REMOVED, COBSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1481 ***********************************************************************
 HY1481  DESIGNATION -  B 79
 HY1481  PID         -  HY1481
 HY1481  STATE/COUNTY-  OH/SCIOTO
 HY1481  USGS QUAD   -  FRIENDSHIP (1995)
 HY1481
 HY1481                         *CURRENT SURVEY CONTROL
 HY1481  ___________________________________________________________________
 HY1481* NAD 83(1986)-  38 42 07.     (N)    083 05 30.     (W)     SCALED    
 HY1481* NAVD 88     -       168.525  (meters)     552.90   (feet)  ADJUSTED  
 HY1481  ___________________________________________________________________
 HY1481  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 HY1481  DYNAMIC HT  -         168.420 (meters)     552.56  (feet)  COMP
 HY1481  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 HY1481
 HY1481  VERT ORDER  -  SECOND    CLASS 0
 HY1481
 HY1481.The horizontal coordinates were scaled from a topographic map and have
 HY1481.an estimated accuracy of +/- 6 seconds.
 HY1481
 HY1481.The orthometric height was determined by differential leveling
 HY1481.and adjusted by the National Geodetic Survey in June 1991..
 HY1481
 HY1481.The geoid height was determined by GEOID03.
 HY1481
 HY1481.The dynamic height is computed by dividing the NAVD 88
 HY1481.geopotential number by the normal gravity value computed on the
 HY1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1481.degrees latitude (g = 980.6199 gals.).
 HY1481
 HY1481.The modeled gravity was interpolated from observed gravity values.
 HY1481
 HY1481;                    North         East    Units  Estimated Accuracy
 HY1481;SPC OH S     -    78,100.      548,530.      MT  (+/- 180 meters Scaled)
 HY1481
 HY1481                          SUPERSEDED SURVEY CONTROL
 HY1481
 HY1481  NGVD 29 (??/??/92)  168.717  (m)          553.53   (f) ADJ UNCH    2 0
 HY1481
 HY1481.Superseded values are not recommended for survey control.
 HY1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1481.See file dsdata.txt to determine how the superseded data were derived.
 HY1481
 HY1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC181857(NAD 83)
 HY1481_MARKER: DB = BENCH MARK DISK
 HY1481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1481_SP_SET: BRIDGE
 HY1481_STAMPING: B 79 1935
 HY1481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1481
 HY1481  HISTORY     - Date     Condition        Report By
 HY1481  HISTORY     - 1935     MONUMENTED       CGS
 HY1481  HISTORY     - 1948     GOOD             NGS
 HY1481
 HY1481                          STATION DESCRIPTION
 HY1481
 HY1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HY1481'0.6 MI E FROM FRIENDSHIP.
 HY1481'0.6 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE AT
 HY1481'FRIENDSHIP, SCIOTO COUNTY, 45 FEET NORTHWEST OF THE CENTER OF
 HY1481'THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 15 FEET NORTH OF
 HY1481'THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE NORTHEAST
 HY1481'CONCRETE WING WALL OF A BRIDGE, AND LEVEL WITH THE ROADWAY.  A
 HY1481'STANDARD DISK, STAMPED B 79 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0091 ***********************************************************************
 MD0091  DESIGNATION -  B 8
 MD0091  PID         -  MD0091
 MD0091  STATE/COUNTY-  OH/PUTNAM
 MD0091  USGS QUAD   -  OTTAWA (1977)
 MD0091
 MD0091                         *CURRENT SURVEY CONTROL
 MD0091  ___________________________________________________________________
 MD0091* NAD 83(1986)-  41 06 12.     (N)    084 03 07.     (W)     SCALED    
 MD0091* NAVD 88     -       228.353  (meters)     749.19   (feet)  ADJUSTED  
 MD0091  ___________________________________________________________________
 MD0091  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MD0091  DYNAMIC HT  -         228.245 (meters)     748.83  (feet)  COMP
 MD0091  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 MD0091
 MD0091  VERT ORDER  -  FIRST     CLASS I
 MD0091
 MD0091.The horizontal coordinates were scaled from a topographic map and have
 MD0091.an estimated accuracy of +/- 6 seconds.
 MD0091
 MD0091.The orthometric height was determined by differential leveling
 MD0091.and adjusted by the National Geodetic Survey in April 1995..
 MD0091.WARNING-Repeat measurements at this control monument indicate possible
 MD0091.vertical movement.
 MD0091
 MD0091.The geoid height was determined by GEOID03.
 MD0091
 MD0091.The dynamic height is computed by dividing the NAVD 88
 MD0091.geopotential number by the normal gravity value computed on the
 MD0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0091.degrees latitude (g = 980.6199 gals.).
 MD0091
 MD0091.The modeled gravity was interpolated from observed gravity values.
 MD0091
 MD0091;                    North         East    Units  Estimated Accuracy
 MD0091;SPC OH N     -   160,700.      469,650.      MT  (+/- 180 meters Scaled)
 MD0091
 MD0091                          SUPERSEDED SURVEY CONTROL
 MD0091
 MD0091  NAVD 88 (06/15/91)  228.358  (m)          749.20   (f) UNKNOWN     1 1
 MD0091  NGVD 29 (01/19/93)  228.540  (m)          749.80   (f) ADJUSTED    1 1
 MD0091
 MD0091.Superseded values are not recommended for survey control.
 MD0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0091.See file dsdata.txt to determine how the superseded data were derived.
 MD0091
 MD0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL475544(NAD 83)
 MD0091_MARKER: DB = BENCH MARK DISK
 MD0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0091_SP_SET: CONCRETE POST
 MD0091_STAMPING: B 8 1930 749.838
 MD0091_MARK LOGO: CGS   
 MD0091_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0091+STABILITY: SURFACE MOTION
 MD0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0091+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0091
 MD0091  HISTORY     - Date     Condition        Report By
 MD0091  HISTORY     - 1930     MONUMENTED       CGS
 MD0091  HISTORY     - 1968     GOOD             NGS
 MD0091  HISTORY     - 19921020 GOOD             NGS
 MD0091
 MD0091                          STATION DESCRIPTION
 MD0091
 MD0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MD0091'3.1 MI W FROM LEIPSIC.
 MD0091'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 113 FROM THE CROSSING
 MD0091'OF THE DETROIT, TOLEDO AND IRONTON RAILROAD AT LEIPSIC, THENCE
 MD0091'0.15 MILE NORTH ALONG STATE HIGHWAY 109, THENCE 0.35 MILE WEST
 MD0091'ALONG THE NORFOLK AND WESTERN RAILWAY, ALONG THE NORFOLK AND
 MD0091'WESTERN RAILWAY, 47 RAILS WEST OF THE CROSSING OF STATE HIGHWAY
 MD0091'109, 57 FEET WEST OF THE 20TH TELEPHONE POLE WEST OF THE CROSSING,
 MD0091'28 FEET NORTH OF THE NORTH RAIL, 19 FEET SOUTH OF THE NORTH
 MD0091'RIGHT-OF-WAY FENCE LINE, 2 FEET WEST OF A METAL WITNESS POST,
 MD0091'4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 MD0091'CONCRETE POST PROJECTING ONE INCH ABOVE THE LEVEL OF THE GROUND.
 MD0091'SEC 27, T2N, R7E.  NOTE-- THE MARK MAY ALSO BE REACHED BY GOING
 MD0091'3.75 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 MD0091'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT LEIPSIC.
 MD0091
 MD0091                          STATION RECOVERY (1992)
 MD0091
 MD0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0091'5.2 KM (3.25 MI) WESTERLY ALONG STATE HIGHWAY 613 FROM THE JUNCTION
 MD0091'OF STATE HIGHWAY 65 IN LEIPSIC, THENCE 0.3 KM (0.20 MI) NORTHERLY
 MD0091'ALONG STATE HIGHWAY 109, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG THE
 MD0091'NORFOLK SOUTHERN RAILROAD, 10.2 M (33.5 FT) EAST OF THE 21ST UTILITY
 MD0091'POLE WEST OF THE HIGHWAY INTERSECTION, 8.7 M (28.5 FT) NORTH OF THE
 MD0091'NEAR RAIL, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE TRACK, 0.7 M (2.3
 MD0091'FT) WEST OF A WITNESS POST, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST,
 MD0091'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1914 ***********************************************************************
 HY1914  DESIGNATION -  B 80
 HY1914  PID         -  HY1914
 HY1914  STATE/COUNTY-  OH/ADAMS
 HY1914  USGS QUAD   -  WEST UNION (1979)
 HY1914
 HY1914                         *CURRENT SURVEY CONTROL
 HY1914  ___________________________________________________________________
 HY1914* NAD 83(1986)-  38 48 41.     (N)    083 36 21.     (W)     SCALED    
 HY1914* NAVD 88     -       284.703  (meters)     934.06   (feet)  ADJUSTED  
 HY1914  ___________________________________________________________________
 HY1914  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HY1914  DYNAMIC HT  -         284.520 (meters)     933.46  (feet)  COMP
 HY1914  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 HY1914
 HY1914  VERT ORDER  -  SECOND    CLASS 0
 HY1914
 HY1914.The horizontal coordinates were scaled from a topographic map and have
 HY1914.an estimated accuracy of +/- 6 seconds.
 HY1914
 HY1914.The orthometric height was determined by differential leveling
 HY1914.and adjusted by the National Geodetic Survey in June 1991..
 HY1914
 HY1914.The geoid height was determined by GEOID03.
 HY1914
 HY1914.The dynamic height is computed by dividing the NAVD 88
 HY1914.geopotential number by the normal gravity value computed on the
 HY1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1914.degrees latitude (g = 980.6199 gals.).
 HY1914
 HY1914.The modeled gravity was interpolated from observed gravity values.
 HY1914
 HY1914;                    North         East    Units  Estimated Accuracy
 HY1914;SPC OH S     -    90,660.      503,960.      MT  (+/- 180 meters Scaled)
 HY1914
 HY1914                          SUPERSEDED SURVEY CONTROL
 HY1914
 HY1914  NGVD 29 (??/??/92)  284.901  (m)          934.71   (f) ADJ UNCH    2 0
 HY1914
 HY1914.Superseded values are not recommended for survey control.
 HY1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1914.See file dsdata.txt to determine how the superseded data were derived.
 HY1914
 HY1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC737990(NAD 83)
 HY1914_MARKER: DD = SURVEY DISK
 HY1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1914_STAMPING: B 80 1935
 HY1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1914+STABILITY: SURFACE MOTION
 HY1914
 HY1914  HISTORY     - Date     Condition        Report By
 HY1914  HISTORY     - 1935     MONUMENTED       OHGS
 HY1914  HISTORY     - 1935     GOOD             NGS
 HY1914
 HY1914                          STATION DESCRIPTION
 HY1914
 HY1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1914'3.8 MI W FROM WEST UNION.
 HY1914'3.8 MILES WEST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 HY1914'WEST UNION, ADAMS COUNTY, 35 YARDS SOUTHWEST OF THE SOUTHWEST
 HY1914'CORNER OF THE LOYD S. ROUSH HOUSE, 17 YARDS SOUTHEAST OF THE
 HY1914'CENTER OF THE INTERSECTION OF STATE HIGHWAY 136, 11 FEET SOUTH
 HY1914'OF THE EAST END OF THE HEADWALL OF A CONCRETE CULVERT, 2 FEET
 HY1914'EAST OF A POLE, 2 FEET NORTH OF A FENCE CORNER, AND LEVEL WITH
 HY1914'THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED B 80 1935 AND
 HY1914'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1430 ***********************************************************************
 JY1430  DESIGNATION -  B I S
 JY1430  PID         -  JY1430
 JY1430  STATE/COUNTY-  OH/FAIRFIELD
 JY1430  USGS QUAD   -  AMANDA (1985)
 JY1430
 JY1430                         *CURRENT SURVEY CONTROL
 JY1430  ___________________________________________________________________
 JY1430* NAD 83(1995)-  39 38 44.55262(N)    082 37 44.25835(W)     ADJUSTED  
 JY1430* NAVD 88     -       369.16   (+/-2cm)    1211.2    (feet)  VERTCON   
 JY1430  ___________________________________________________________________
 JY1430  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 JY1430  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY1430
 JY1430  HORZ ORDER  -  FIRST
 JY1430  VERT ORDER  -  THIRD ? (See Below)
 JY1430
 JY1430.The horizontal coordinates were established by classical geodetic methods
 JY1430.and adjusted by the National Geodetic Survey in April 1998..
 JY1430
 JY1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1430.The vertical order pertains to the NGVD 29 superseded value.
 JY1430
 JY1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1430
 JY1430.The geoid height was determined by GEOID03.
 JY1430
 JY1430;                    North         East     Units Scale Factor Converg.
 JY1430;SPC OH S     -   182,704.766   588,931.448   MT  0.99994628   -0 04 54.6
 JY1430;UTM  17      - 4,389,703.463   360,232.920   MT  0.99984051   -1 02 22.2
 JY1430
 JY1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1430!SPC OH S     -   0.99994744  x   0.99994628  =   0.99989372
 JY1430!UTM  17      -   0.99994744  x   0.99984051  =   0.99978796
 JY1430
 JY1430:                Primary Azimuth Mark                     Grid Az
 JY1430:SPC OH S     -  BOYS INDUSTRIAL SCHOOL STACK             109 37 40.1
 JY1430:UTM  17      -  BOYS INDUSTRIAL SCHOOL STACK             110 35 07.7
 JY1430
 JY1430|---------------------------------------------------------------------|
 JY1430| PID    Reference Object                     Distance      Geod. Az  |
 JY1430|                                                           dddmmss.s |
 JY1430| JY1418 BOYS INDUSTRIAL SCHOOL STACK        APPROX. 0.6 KM 1093245.5 |
 JY1430| JY1431 BOYS INDUSTRIAL SCHOOL SPIPE        400.340 METERS 1581813.6 |
 JY1430| CE6170 B I S AZ MK                                        1810157.8 |
 JY1430| CE6172 B I S RM 2                            3.167 METERS 24634     |
 JY1430| CE6171 B I S RM 1                           23.699 METERS 34239     |
 JY1430|---------------------------------------------------------------------|
 JY1430
 JY1430                          SUPERSEDED SURVEY CONTROL
 JY1430
 JY1430  NAD 83(1986)-  39 38 44.55850(N)    082 37 44.26155(W) AD(       ) 1
 JY1430  NAD 27      -  39 38 44.33000(N)    082 37 44.67200(W) AD(       ) 1
 JY1430  NGVD 29 (07/19/86)  369.32   (m)         1211.7    (f) LEVELING    3  
 JY1430
 JY1430.Superseded values are not recommended for survey control.
 JY1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1430.See file dsdata.txt to determine how the superseded data were derived.
 JY1430
 JY1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD6023389703(NAD 83)
 JY1430_MARKER: DS = TRIANGULATION STATION DISK
 JY1430_SETTING: 0 = UNSPECIFIED SETTING
 JY1430
 JY1430  HISTORY     - Date     Condition        Report By
 JY1430  HISTORY     - 1945     MONUMENTED       CGS
 JY1430
 JY1430                          STATION DESCRIPTION
 JY1430
 JY1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1430'STATION IS LOCATED AT THE BOYS INDUSTRIAL SCHOOL, APPROXIMATELY 5
 JY1430'MILES S OF LANCASTER.  IT IS 11 FEET E OF A WITNESS POST, 11 FEET
 JY1430'E OF A N-S FENCELINE, AND 29 FEET SE OF A TELEPHONE POLE.
 JY1430'
 JY1430'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST.
 JY1430'IT IS STAMPED B I S 1945 AND IS 1 FOOT BELOW THE SURFACE OF THE
 JY1430'GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 JY1430'
 JY1430'REFERENCE MARK 1 IS 77.75 FEET N OF THE STATION AND 1 FOOT E OF N-S
 JY1430'FENCELINE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 JY1430'POST.  IT IS STAMPED B I S NO. 1 1945 AND PROJECTS 4 INCHES.
 JY1430'
 JY1430'REFERENCE MARK 2 IS 10.39 FEET SW OF THE STATION AND 1 FOOT E OF A
 JY1430'N-S FENCELINE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 JY1430'CONCRETE POST.  IT IS STAMPED B I S NO. 2 1945 AND PROJECTS 2 INCHES.
 JY1430'
 JY1430'AZIMUTH MARK IS 0.4 MILE BY ROAD S OF THE STATION, 2 FEET N OF A
 JY1430'POWER LINE POLE, 24 FEET N OF THE APPROXIMATE CENTER OF A DRIVE, AND
 JY1430'ABOUT 200 FEET W OF THE INDUSTRIAL BUILDING.  IT IS A BRONZE AZIMUTH
 JY1430'DISK SET IN TOP OF A CONCRETE POST, IS STAMPED B I S 1945, AND
 JY1430'PROJECTS 6 INCHES.  IT IS WITNESSED BY A WHITE POST.
 JY1430'
 JY1430'TO REACH THE STATION FROM THE INDUSTRIAL BUILDING AND THE AZIMUTH
 JY1430'MARK, GO S TOWARDS THE STOCK BARNS FOR 0.4 MILE TO THE STATION ON THE
 JY1430'RIGHT AS DESCRIBED.
 JY1430'
 JY1430'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3038 ***********************************************************************
 MB3038  DESIGNATION -  BA 101
 MB3038  PID         -  MB3038
 MB3038  STATE/COUNTY-  OH/SUMMIT
 MB3038  USGS QUAD   -  WEST RICHFIELD (1994)
 MB3038
 MB3038                         *CURRENT SURVEY CONTROL
 MB3038  ___________________________________________________________________
 MB3038* NAD 83(1995)-  41 08 31.68249(N)    081 38 15.15528(W)     ADJUSTED  
 MB3038* NAVD 88     -       325.7    (meters)    1069.     (feet)  VERTCON   
 MB3038  ___________________________________________________________________
 MB3038  X           -     699,605.339 (meters)                     COMP
 MB3038  Y           -  -4,759,295.172 (meters)                     COMP
 MB3038  Z           -   4,174,515.441 (meters)                     COMP
 MB3038  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 MB3038  ELLIP HEIGHT-         292.14  (meters)          (10/07/05) GPS OBS
 MB3038  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB3038
 MB3038  HORZ ORDER  -  FIRST
 MB3038  ELLP ORDER  -  FOURTH    CLASS I
 MB3038
 MB3038.The horizontal coordinates were established by GPS observations
 MB3038.and adjusted by the National Geodetic Survey in April 1998..
 MB3038
 MB3038.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3038
 MB3038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3038
 MB3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3038
 MB3038.The ellipsoidal height was determined by GPS observations
 MB3038.and is referenced to NAD 83.
 MB3038
 MB3038.The geoid height was determined by GEOID03.
 MB3038
 MB3038;                    North         East     Units Scale Factor Converg.
 MB3038;SPC OH N     -   164,202.853   672,401.338   MT  0.99993998   +0 33 59.7
 MB3038;UTM  17      - 4,554,731.333   446,496.844   MT  0.99963523   -0 25 10.1
 MB3038
 MB3038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3038!SPC OH N     -   0.99995418  x   0.99993998  =   0.99989416
 MB3038!UTM  17      -   0.99995418  x   0.99963523  =   0.99958942
 MB3038
 MB3038:                Primary Azimuth Mark                     Grid Az
 MB3038:SPC OH N     -  BA 113                                   266 38 35.4
 MB3038:UTM  17      -  BA 113                                   267 37 45.2
 MB3038
 MB3038|---------------------------------------------------------------------|
 MB3038| PID    Reference Object                     Distance      Geod. Az  |
 MB3038|                                                           dddmmss.s |
 MB3038| MB3046 BA 113                              454.248 METERS 2671235.1 |
 MB3038|---------------------------------------------------------------------|
 MB3038
 MB3038                          SUPERSEDED SURVEY CONTROL
 MB3038
 MB3038  ELLIP H (04/01/98)  292.21   (m)                       GP(       ) 4 1
 MB3038  NAD 83(1986)-  41 08 31.69100(N)    081 38 15.15683(W) AD(       ) 1
 MB3038  NGVD 29 (09/26/91)  325.9    (m)         1069.     (f) GPS OBS        
 MB3038
 MB3038.Superseded values are not recommended for survey control.
 MB3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3038.See file dsdata.txt to determine how the superseded data were derived.
 MB3038
 MB3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4649754731(NAD 83)
 MB3038_MARKER: DD = SURVEY DISK
 MB3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3038_SP_SET: CONCRETE POST
 MB3038_STAMPING: BA-101
 MB3038_MARK LOGO: OH-153
 MB3038_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3038+STABILITY: SURFACE MOTION
 MB3038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3038+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2002
 MB3038
 MB3038  HISTORY     - Date     Condition        Report By
 MB3038  HISTORY     - 1990     MONUMENTED       OH-153
 MB3038  HISTORY     - 20020427 GOOD             USPSQD
 MB3038
 MB3038                          STATION DESCRIPTION
 MB3038
 MB3038'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3038'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.58 MILES
 MB3038'NORTHWEST OF THE   CITY  OF AKRON.
 MB3038'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
 MB3038'HIGHWAY 77 PROCEED NORTH ALONG STATE ROUTE 21 2.18 MILES TO ITS
 MB3038'INTERSECTION WITH CLEVELAND MASSILLON ROAD.  TURN RIGHT AND PROCEED
 MB3038'SOUTH ALONG CLEVELAND MASSILLON ROAD 0.32 MILES TO ITS INTERSECTION
 MB3038'WITH SPRINGSIDE DRIVE AND THE STATION ON THE RIGHT 73 FEET FROM THE
 MB3038'INTERSECTION OF CLEVELAND MASSILLON ROAD AND SPRINGSIDE DRIVE.
 MB3038'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3038'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-101.  THE STATION IS
 MB3038'23.0 FEET NORTH FROM THE CENTERLINE OF SPRINGSIDE DRIVE, 3.0 FEET EAST
 MB3038'FROM A METAL WITNESS POST, 15.5 FEET SOUTHEAST FROM G.T.E. BOX 1089
 MB3038'38, 12.0 FEET SOUTHWEST FROM A FIRE HYDRANT, 54.0 FEET SOUTHWEST FROM
 MB3038'A GAS LINE MARKER, 32.5 FEET WEST FROM POWER POLE NUMBER N074621, AND
 MB3038'29.0 FEET NORTHWEST FROM A WATER VALVE.  THE STATION IS 454.26 METERS
 MB3038'FROM STATION BA-113.
 MB3038
 MB3038                          STATION RECOVERY (2002)
 MB3038
 MB3038'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 MB3038'THE METAL WITNESS POST IS MISSING. THE DISK IS 15.5 FEET SOUTH (NOT
 MB3038'SOUTHEAST) FROM GTE BOX 1089-38, 11 FEET SOUTH-SOUTHWEST FROM A FIRE
 MB3038'HYDRANT. THE GAS LINE MARKER AND THE POWER POLE ARE MISSING. IT IS 19
 MB3038'FEET SOUTHWEST OF A TRAFFIC LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3040 ***********************************************************************
 MB3040  DESIGNATION -  BA 105
 MB3040  PID         -  MB3040
 MB3040  STATE/COUNTY-  OH/SUMMIT
 MB3040  USGS QUAD   -  WEST RICHFIELD (1994)
 MB3040
 MB3040                         *CURRENT SURVEY CONTROL
 MB3040  ___________________________________________________________________
 MB3040* NAD 83(1995)-  41 10 31.85463(N)    081 38 11.94915(W)     ADJUSTED  
 MB3040* NAVD 88     -       303.6    (meters)     996.     (feet)  VERTCON   
 MB3040  ___________________________________________________________________
 MB3040  X           -     699,321.989 (meters)                     COMP
 MB3040  Y           -  -4,756,853.728 (meters)                     COMP
 MB3040  Z           -   4,177,292.087 (meters)                     COMP
 MB3040  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 MB3040  ELLIP HEIGHT-         269.97  (meters)          (10/07/05) GPS OBS
 MB3040  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB3040
 MB3040  HORZ ORDER  -  THIRD
 MB3040  ELLP ORDER  -  FOURTH    CLASS I
 MB3040
 MB3040.The horizontal coordinates were established by GPS observations
 MB3040.and adjusted by the National Geodetic Survey in April 1998..
 MB3040
 MB3040.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3040
 MB3040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3040
 MB3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3040
 MB3040.The ellipsoidal height was determined by GPS observations
 MB3040.and is referenced to NAD 83.
 MB3040
 MB3040.The geoid height was determined by GEOID03.
 MB3040
 MB3040;                    North         East     Units Scale Factor Converg.
 MB3040;SPC OH N     -   167,910.400   672,439.404   MT  0.99994091   +0 34 01.8
 MB3040;UTM  17      - 4,558,436.544   446,598.686   MT  0.99963510   -0 25 09.0
 MB3040
 MB3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3040!SPC OH N     -   0.99995766  x   0.99994091  =   0.99989857
 MB3040!UTM  17      -   0.99995766  x   0.99963510  =   0.99959277
 MB3040
 MB3040:                Primary Azimuth Mark                     Grid Az
 MB3040:SPC OH N     -  BA 104                                   181 58 17.5
 MB3040:UTM  17      -  BA 104                                   182 57 28.3
 MB3040
 MB3040|---------------------------------------------------------------------|
 MB3040| PID    Reference Object                     Distance      Geod. Az  |
 MB3040|                                                           dddmmss.s |
 MB3040| MB3039 BA 104                              APPROX. 0.7 KM 1823219.3 |
 MB3040|---------------------------------------------------------------------|
 MB3040
 MB3040                          SUPERSEDED SURVEY CONTROL
 MB3040
 MB3040  ELLIP H (04/01/98)  270.03   (m)                       GP(       ) 4 1
 MB3040  NAD 83(1986)-  41 10 31.86328(N)    081 38 11.95055(W) AD(       ) 3
 MB3040  NGVD 29 (09/26/91)  303.8    (m)          997.     (f) GPS OBS        
 MB3040
 MB3040.Superseded values are not recommended for survey control.
 MB3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3040.See file dsdata.txt to determine how the superseded data were derived.
 MB3040
 MB3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4659958437(NAD 83)
 MB3040_MARKER: DD = SURVEY DISK
 MB3040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3040_SP_SET: CONCRETE POST
 MB3040_STAMPING: BA-105
 MB3040_MARK LOGO: OH-153
 MB3040_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3040+STABILITY: SURFACE MOTION
 MB3040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3040+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3040
 MB3040  HISTORY     - Date     Condition        Report By
 MB3040  HISTORY     - 1990     MONUMENTED       OH-153
 MB3040  HISTORY     - 20020427 GOOD             USPSQD
 MB3040
 MB3040                          STATION DESCRIPTION
 MB3040
 MB3040'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3040'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 9.32 MILES
 MB3040'NORTHWEST OF THE   CITY  OF AKRON.
 MB3040'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND STATE
 MB3040'ROUTE 18 PROCEED NORTH ALONG STATE ROUTE 21 4.36 MILES TO ITS
 MB3040'INTERSECTION WITH SHADE ROAD, ROUTE 196.  TURN LEFT AND PROCEED WEST
 MB3040'ALONG SHADE ROAD 0.57 MILES TO ITS INTERSECTION WITH CLEVELAND
 MB3040'MASSILLON ROAD.  TURN LEFT AND PROCEED SOUTH ALONG CLEVELAND MASSILLON
 MB3040'ROAD TO THE STATION ON THE RIGHT 14 FEET SOUTH OF THE INTERSECTION OF
 MB3040'CLEVELAND MASSILLON ROAD AND SHADE ROAD.
 MB3040'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3040'CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH IRON BOX AND
 MB3040'STAMPED BA-105.  THE STATION IS 18.0 FEET WEST FROM THE CENTERLINE OF
 MB3040'CLEVELAND MASSILLON ROAD AND 9.0 FEET SOUTHEAST FROM A GAS LINE
 MB3040'MARKER.
 MB3040
 MB3040                          STATION RECOVERY (2002)
 MB3040
 MB3040'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 MB3040'THE DISK IS SET IN CONCRETE 5 INCHES BELOW THE PAVEMENT PROTECTED BY A
 MB3040' 
 MB3040'7 INCH IRON BOX, WITH NO LID, AND STAMPED BA-105. THE STATION IS 18.0
 MB3040'FEET WEST FROM THE CENTERLINE OF CLEVELAND MASSILON ROAD AND 8.0 FEET
 MB3040'EAST FROM A GAS LINE MARKER AND 7 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3041 ***********************************************************************
 MB3041  DESIGNATION -  BA 108
 MB3041  PID         -  MB3041
 MB3041  STATE/COUNTY-  OH/SUMMIT
 MB3041  USGS QUAD   -  PENINSULA (1994)
 MB3041
 MB3041                         *CURRENT SURVEY CONTROL
 MB3041  ___________________________________________________________________
 MB3041* NAD 83(1995)-  41 12 08.63679(N)    081 37 06.15009(W)     ADJUSTED  
 MB3041* NAVD 88     -       349.9    (meters)    1148.     (feet)  VERTCON   
 MB3041  ___________________________________________________________________
 MB3041  X           -     700,557.868 (meters)                     COMP
 MB3041  Y           -  -4,754,719.605 (meters)                     COMP
 MB3041  Z           -   4,179,569.532 (meters)                     COMP
 MB3041  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 MB3041  ELLIP HEIGHT-         316.29  (meters)          (10/07/05) GPS OBS
 MB3041  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MB3041
 MB3041  HORZ ORDER  -  FIRST
 MB3041  ELLP ORDER  -  FOURTH    CLASS I
 MB3041
 MB3041.The horizontal coordinates were established by GPS observations
 MB3041.and adjusted by the National Geodetic Survey in April 1998..
 MB3041
 MB3041.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3041
 MB3041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3041
 MB3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3041
 MB3041.The ellipsoidal height was determined by GPS observations
 MB3041.and is referenced to NAD 83.
 MB3041
 MB3041.The geoid height was determined by GEOID03.
 MB3041
 MB3041;                    North         East     Units Scale Factor Converg.
 MB3041;SPC OH N     -   170,911.078   673,942.753   MT  0.99994190   +0 34 45.1
 MB3041;UTM  17      - 4,561,409.982   448,152.993   MT  0.99963308   -0 24 26.4
 MB3041
 MB3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3041!SPC OH N     -   0.99995039  x   0.99994190  =   0.99989229
 MB3041!UTM  17      -   0.99995039  x   0.99963308  =   0.99958349
 MB3041
 MB3041:                Primary Azimuth Mark                     Grid Az
 MB3041:SPC OH N     -  BA 109                                   177 55 39.5
 MB3041:UTM  17      -  BA 109                                   178 54 51.0
 MB3041
 MB3041|---------------------------------------------------------------------|
 MB3041| PID    Reference Object                     Distance      Geod. Az  |
 MB3041|                                                           dddmmss.s |
 MB3041| MB3042 BA 109                              APPROX. 0.5 KM 1783024.6 |
 MB3041|---------------------------------------------------------------------|
 MB3041
 MB3041                          SUPERSEDED SURVEY CONTROL
 MB3041
 MB3041  ELLIP H (04/01/98)  316.33   (m)                       GP(       ) 4 1
 MB3041  NAD 83(1986)-  41 12 08.64562(N)    081 37 06.15135(W) AD(       ) 1
 MB3041  NGVD 29 (09/26/91)  350.1    (m)         1149.     (f) GPS OBS        
 MB3041
 MB3041.Superseded values are not recommended for survey control.
 MB3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3041.See file dsdata.txt to determine how the superseded data were derived.
 MB3041
 MB3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4815361410(NAD 83)
 MB3041_MARKER: DD = SURVEY DISK
 MB3041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3041_SP_SET: CONCRETE POST
 MB3041_STAMPING: BA-108
 MB3041_MARK LOGO: OH-153
 MB3041_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3041+STABILITY: SURFACE MOTION
 MB3041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3041+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3041
 MB3041  HISTORY     - Date     Condition        Report By
 MB3041  HISTORY     - 1990     MONUMENTED       OH-153
 MB3041
 MB3041                          STATION DESCRIPTION
 MB3041
 MB3041'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3041'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.27 MILES
 MB3041'NORTHWEST OF THE   CITY  OF AKRON.
 MB3041'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
 MB3041'ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 1.82 MILES TO ITS
 MB3041'INTERSECTION WITH EVERETT ROAD, ROUTE 47.  TURN LEFT AND PROCEED EAST
 MB3041'ALONG EVERETT ROAD 0.28 MILES TO THE STATION ON THE RIGHT 130 FEET
 MB3041'WEST OF REVERE HIGH SCHOOL.
 MB3041'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3041'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-108.  THE STATION IS
 MB3041'26.5 FEET SOUTH FROM THE CENTERLINE OF EVERETT ROAD, 2.0 FEET
 MB3041'SOUTHWEST FROM TELEPHONE POLE NUMBER 5161.031, 3.0 FEET NORTH FROM A
 MB3041'METAL WITNESS POST, AND 2.0 FEET NORTH OF A GUARDRAIL FENCE.  THE
 MB3041'STATION IS 505.01 METERS FROM STATION BA-109.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3042 ***********************************************************************
 MB3042  DESIGNATION -  BA 109
 MB3042  PID         -  MB3042
 MB3042  STATE/COUNTY-  OH/SUMMIT
 MB3042  USGS QUAD   -  PENINSULA (1994)
 MB3042
 MB3042                         *CURRENT SURVEY CONTROL
 MB3042  ___________________________________________________________________
 MB3042* NAD 83(1995)-  41 11 52.27290(N)    081 37 05.58535(W)     ADJUSTED  
 MB3042* NAVD 88     -       347.2    (meters)    1139.     (feet)  VERTCON   
 MB3042  ___________________________________________________________________
 MB3042  X           -     700,619.064 (meters)                     COMP
 MB3042  Y           -  -4,755,044.666 (meters)                     COMP
 MB3042  Z           -   4,179,187.911 (meters)                     COMP
 MB3042  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 MB3042  ELLIP HEIGHT-         313.60  (meters)          (10/07/05) GPS OBS
 MB3042  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB3042
 MB3042  HORZ ORDER  -  THIRD
 MB3042  ELLP ORDER  -  FOURTH    CLASS I
 MB3042
 MB3042.The horizontal coordinates were established by GPS observations
 MB3042.and adjusted by the National Geodetic Survey in April 1998..
 MB3042
 MB3042.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3042
 MB3042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3042
 MB3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3042
 MB3042.The ellipsoidal height was determined by GPS observations
 MB3042.and is referenced to NAD 83.
 MB3042
 MB3042.The geoid height was determined by GEOID03.
 MB3042
 MB3042;                    North         East     Units Scale Factor Converg.
 MB3042;SPC OH N     -   170,406.451   673,961.014   MT  0.99994171   +0 34 45.4
 MB3042;UTM  17      - 4,560,905.271   448,162.560   MT  0.99963307   -0 24 25.9
 MB3042
 MB3042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3042!SPC OH N     -   0.99995081  x   0.99994171  =   0.99989253
 MB3042!UTM  17      -   0.99995081  x   0.99963307  =   0.99958390
 MB3042
 MB3042:                Primary Azimuth Mark                     Grid Az
 MB3042:SPC OH N     -  BA 108                                   357 55 39.5
 MB3042:UTM  17      -  BA 108                                   358 54 50.8
 MB3042
 MB3042|---------------------------------------------------------------------|
 MB3042| PID    Reference Object                     Distance      Geod. Az  |
 MB3042|                                                           dddmmss.s |
 MB3042| MB3041 BA 108                              APPROX. 0.5 KM 3583024.9 |
 MB3042|---------------------------------------------------------------------|
 MB3042
 MB3042                          SUPERSEDED SURVEY CONTROL
 MB3042
 MB3042  ELLIP H (04/01/98)  313.64   (m)                       GP(       ) 4 1
 MB3042  NAD 83(1986)-  41 11 52.28174(N)    081 37 05.58661(W) AD(       ) 3
 MB3042  NGVD 29 (09/26/91)  347.4    (m)         1140.     (f) GPS OBS        
 MB3042
 MB3042.Superseded values are not recommended for survey control.
 MB3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3042.See file dsdata.txt to determine how the superseded data were derived.
 MB3042
 MB3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4816360905(NAD 83)
 MB3042_MARKER: DD = SURVEY DISK
 MB3042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3042_SP_SET: CONCRETE POST
 MB3042_STAMPING: BA-109
 MB3042_MARK LOGO: OH-153
 MB3042_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3042+STABILITY: SURFACE MOTION
 MB3042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3042+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3042
 MB3042  HISTORY     - Date     Condition        Report By
 MB3042  HISTORY     - 1990     MONUMENTED       OH-153
 MB3042
 MB3042                          STATION DESCRIPTION
 MB3042
 MB3042'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3042'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.27 MILES
 MB3042'NORTHWEST OF THE   CITY  OF AKRON.
 MB3042'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
 MB3042'ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 1.82 MILES TO ITS
 MB3042'INTERSECTION WITH EVERETT ROAD, ROUTE 47.  TURN LEFT AND PROCEED EAST
 MB3042'ALONG EVERETT ROAD 0.38 MILES TO ITS INTERSECTION WITH REVERE ROAD.
 MB3042'TURN RIGHT AND PROCEED SOUTH ALONG REVERE ROAD 0.2 MILES TO ITS
 MB3042'INTERSECTION WITH SPRING VALLEY.  TURN RIGHT AND PROCEED WEST ALONG
 MB3042'SPRING VALLEY 0.1 MILES TO THE STATION ON THE RIGHT.
 MB3042'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3042'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-109. THE STATION IS 26.6
 MB3042'FEET NORTH FROM THE CENTERLINE OF SPRING VALLEY, 135.0 FEET EAST FROM
 MB3042'THE CENTERLINE DRIVEWAY, 46.0 FEET SOUTHWEST FROM ELECTRIC POLE WITH
 MB3042'METER, 74.0 FEET WEST FROM POLE NUMBER 5023003, AND 3.0 FEET WEST OF A
 MB3042'WITNESS POST.  THE STATION IS 505.01 METERS FROM STATION BA-108.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3043 ***********************************************************************
 MB3043  DESIGNATION -  BA 110
 MB3043  PID         -  MB3043
 MB3043  STATE/COUNTY-  OH/SUMMIT
 MB3043  USGS QUAD   -  PENINSULA (1994)
 MB3043
 MB3043                         *CURRENT SURVEY CONTROL
 MB3043  ___________________________________________________________________
 MB3043* NAD 83(1995)-  41 11 21.81675(N)    081 35 33.40286(W)     ADJUSTED  
 MB3043* NAVD 88     -       241.6    (meters)     793.     (feet)  VERTCON   
 MB3043  ___________________________________________________________________
 MB3043  X           -     702,822.946 (meters)                     COMP
 MB3043  Y           -  -4,755,264.637 (meters)                     COMP
 MB3043  Z           -   4,178,411.331 (meters)                     COMP
 MB3043  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MB3043  ELLIP HEIGHT-         208.00  (meters)          (10/07/05) GPS OBS
 MB3043  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB3043
 MB3043  HORZ ORDER  -  FIRST
 MB3043  ELLP ORDER  -  FOURTH    CLASS I
 MB3043
 MB3043.The horizontal coordinates were established by GPS observations
 MB3043.and adjusted by the National Geodetic Survey in April 1998..
 MB3043
 MB3043.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3043
 MB3043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3043
 MB3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3043
 MB3043.The ellipsoidal height was determined by GPS observations
 MB3043.and is referenced to NAD 83.
 MB3043
 MB3043.The geoid height was determined by GEOID03.
 MB3043
 MB3043;                    North         East     Units Scale Factor Converg.
 MB3043;SPC OH N     -   169,489.034   676,118.481   MT  0.99994139   +0 35 46.0
 MB3043;UTM  17      - 4,559,951.144   450,303.250   MT  0.99963040   -0 23 25.0
 MB3043
 MB3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3043!SPC OH N     -   0.99996737  x   0.99994139  =   0.99990877
 MB3043!UTM  17      -   0.99996737  x   0.99963040  =   0.99959779
 MB3043
 MB3043|---------------------------------------------------------------------|
 MB3043| PID    Reference Object                     Distance      Geod. Az  |
 MB3043|                                                           dddmmss.s |
 MB3043| MB3047 BA 114                              378.918 METERS 35339     |
 MB3043|---------------------------------------------------------------------|
 MB3043
 MB3043                          SUPERSEDED SURVEY CONTROL
 MB3043
 MB3043  ELLIP H (04/01/98)  208.05   (m)                       GP(       ) 4 1
 MB3043  NAD 83(1986)-  41 11 21.82569(N)    081 35 33.40397(W) AD(       ) 1
 MB3043  NGVD 29 (09/26/91)  241.8    (m)          793.     (f) GPS OBS        
 MB3043
 MB3043.Superseded values are not recommended for survey control.
 MB3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3043.See file dsdata.txt to determine how the superseded data were derived.
 MB3043
 MB3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5030359951(NAD 83)
 MB3043_MARKER: DD = SURVEY DISK
 MB3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3043_SP_SET: CONCRETE POST
 MB3043_STAMPING: BA-110
 MB3043_MARK LOGO: OH-153
 MB3043_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3043+STABILITY: SURFACE MOTION
 MB3043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3043+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3043
 MB3043  HISTORY     - Date     Condition        Report By
 MB3043  HISTORY     - 1990     MONUMENTED       OH-153
 MB3043
 MB3043                          STATION DESCRIPTION
 MB3043
 MB3043'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3043'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 8.81 MILES
 MB3043'NORTHWEST OF THE   CITY  OF AKRON.
 MB3043'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
 MB3043'ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 2.75 MILES TO ITS
 MB3043'INTERSECTION WITH IRA ROAD, ROUTE 46. TURN LEFT AND PROCEED EAST ALONG
 MB3043'IRA ROAD 1.72 MILES TO THE STATION ON THE RIGHT.
 MB3043'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3043'CONCRETE BELOW GROUND PROTECTED BY A 7 INCH IRON BOX AND STAMPED
 MB3043'BA-110.  THE STATION IS 20.0 FEET SOUTH FROM THE CENTERLINE OF IRA
 MB3043'ROAD, 3.0 FEET EAST FROM A METAL WITNESS POST AND 145.0 FEET WEST FROM
 MB3043'THE CENTERLINE OF IRA ROAD.  THE STATION IS 378.93 METERS FROM STATION
 MB3043'BA-114.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3044 ***********************************************************************
 MB3044  DESIGNATION -  BA 111
 MB3044  PID         -  MB3044
 MB3044  STATE/COUNTY-  OH/SUMMIT
 MB3044  USGS QUAD   -  WEST RICHFIELD (1994)
 MB3044
 MB3044                         *CURRENT SURVEY CONTROL
 MB3044  ___________________________________________________________________
 MB3044* NAD 83(1995)-  41 11 26.91674(N)    081 39 56.90044(W)     ADJUSTED  
 MB3044* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 MB3044  ___________________________________________________________________
 MB3044  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 MB3044  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB3044
 MB3044  HORZ ORDER  -  SECOND
 MB3044
 MB3044.The horizontal coordinates were established by classical geodetic methods
 MB3044.and adjusted by the National Geodetic Survey in April 1998..
 MB3044.No horizontal observational check was made to the station.
 MB3044
 MB3044.The orthometric height was scaled from a topographic map.
 MB3044
 MB3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3044
 MB3044.The geoid height was determined by GEOID03.
 MB3044
 MB3044;                    North         East     Units Scale Factor Converg.
 MB3044;SPC OH N     -   169,585.044   669,977.132   MT  0.99994144   +0 32 52.9
 MB3044;UTM  17      - 4,560,152.806   444,166.350   MT  0.99963837   -0 26 18.6
 MB3044
 MB3044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3044!SPC OH N     -   0.99995574  x   0.99994144  =   0.99989718
 MB3044!UTM  17      -   0.99995574  x   0.99963837  =   0.99959412
 MB3044
 MB3044                          SUPERSEDED SURVEY CONTROL
 MB3044
 MB3044  NAD 83(1986)-  41 11 26.92553(N)    081 39 56.90174(W) AD(       ) 2
 MB3044
 MB3044.Superseded values are not recommended for survey control.
 MB3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3044.See file dsdata.txt to determine how the superseded data were derived.
 MB3044
 MB3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4416660153(NAD 83)
 MB3044_MARKER: DD = SURVEY DISK
 MB3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3044_SP_SET: CONCRETE POST
 MB3044_STAMPING: BA-111
 MB3044_MARK LOGO: OH-153
 MB3044_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3044+STABILITY: SURFACE MOTION
 MB3044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3044+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3044
 MB3044  HISTORY     - Date     Condition        Report By
 MB3044  HISTORY     - 1990     MONUMENTED       OH-153
 MB3044  HISTORY     - 20020427 GOOD             USPSQD
 MB3044
 MB3044                          STATION DESCRIPTION
 MB3044
 MB3044'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3044'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.89 MILES
 MB3044'NORTHWEST OF THE   CITY  OF AKRON.
 MB3044'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
 MB3044'ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 2.77 MILES TO ITS
 MB3044'INTERSECTION WITH IRA ROAD, ROUTE 46. TURN RIGHT AND PROCEED WEST
 MB3044'ALONG IRA ROAD 2.08 MILES TO ITS INTERSECTION WITH HAMETOWN ROAD. TURN
 MB3044'RIGHT AND PROCEED NORTH ALONG HAMETOWN ROAD 0.15 MILES TO THE STATION
 MB3044'ON THE LEFT.
 MB3044'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3044'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-111.  THE STATION IS
 MB3044'49.0 FEET NORTH FROM THE CENTERLINE OF GRAVEL DRIVE, 3.0 FEET SOUTH
 MB3044'FROM A METAL WITNESS POST, 21.0 FEET WEST FROM THE CENTERLINE OF
 MB3044'HAMETOWN ROAD AND 11.0 FEET SOUTHWEST FROM MILE MARKER 7.  THE STATION
 MB3044'IS 443.33 METERS FROM STATION BA-112.
 MB3044
 MB3044                          STATION RECOVERY (2002)
 MB3044
 MB3044'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 MB3044'MILE MARKER 7 WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3045 ***********************************************************************
 MB3045  DESIGNATION -  BA 112
 MB3045  PID         -  MB3045
 MB3045  STATE/COUNTY-  OH/SUMMIT
 MB3045  USGS QUAD   -  WEST RICHFIELD (1994)
 MB3045
 MB3045                         *CURRENT SURVEY CONTROL
 MB3045  ___________________________________________________________________
 MB3045* NAD 83(1995)-  41 11 12.54717(N)    081 39 56.66356(W)     ADJUSTED  
 MB3045* NAVD 88     -       315.9    (meters)    1036.     (feet)  GPS OBS   
 MB3045  ___________________________________________________________________
 MB3045  X           -     696,788.523 (meters)                     COMP
 MB3045  Y           -  -4,756,399.472 (meters)                     COMP
 MB3045  Z           -   4,178,245.072 (meters)                     COMP
 MB3045  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 MB3045  ELLIP HEIGHT-         282.33  (meters)          (10/07/05) GPS OBS
 MB3045  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB3045
 MB3045  HORZ ORDER  -  FIRST
 MB3045  ELLP ORDER  -  FOURTH    CLASS I
 MB3045
 MB3045.The horizontal coordinates were established by GPS observations
 MB3045.and adjusted by the TERRASURV in August 2003..
 MB3045
 MB3045.The orthometric height was determined by GPS observations and a
 MB3045.high-resolution geoid model.
 MB3045
 MB3045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3045
 MB3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3045
 MB3045.The ellipsoidal height was determined by GPS observations
 MB3045.and is referenced to NAD 83.
 MB3045
 MB3045.The geoid height was determined by GEOID03.
 MB3045
 MB3045;                    North         East     Units Scale Factor Converg.
 MB3045;SPC OH N     -   169,141.852   669,986.892   MT  0.99994129   +0 32 53.0
 MB3045;UTM  17      - 4,559,709.646   444,168.477   MT  0.99963836   -0 26 18.3
 MB3045
 MB3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3045!SPC OH N     -   0.99995572  x   0.99994129  =   0.99989701
 MB3045!UTM  17      -   0.99995572  x   0.99963836  =   0.99959409
 MB3045
 MB3045                          SUPERSEDED SURVEY CONTROL
 MB3045
 MB3045  NAD 83(1995)-  41 11 12.54668(N)    081 39 56.66107(W) AD(       ) 1
 MB3045  ELLIP H (04/01/98)  282.34   (m)                       GP(       ) 4 1
 MB3045  NAD 83(1986)-  41 11 12.55546(N)    081 39 56.66238(W) AD(       ) 1
 MB3045  NGVD 29 (09/26/91)  316.1    (m)         1037.     (f) GPS OBS        
 MB3045
 MB3045.Superseded values are not recommended for survey control.
 MB3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3045.See file dsdata.txt to determine how the superseded data were derived.
 MB3045
 MB3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4416859710(NAD 83)
 MB3045_MARKER: DD = SURVEY DISK
 MB3045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3045_SP_SET: CONCRETE POST
 MB3045_STAMPING: BA-112
 MB3045_MARK LOGO: OH-153
 MB3045_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB3045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3045+STABILITY: SURFACE MOTION
 MB3045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3045+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2002
 MB3045
 MB3045  HISTORY     - Date     Condition        Report By
 MB3045  HISTORY     - 1990     MONUMENTED       OH-153
 MB3045  HISTORY     - 2000     GOOD             OH-103
 MB3045  HISTORY     - 20020427 GOOD             USPSQD
 MB3045
 MB3045                          STATION DESCRIPTION
 MB3045
 MB3045'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3045'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.89 MILES
 MB3045'NORTHWEST OF THE   CITY  OF AKRON.
 MB3045'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
 MB3045'ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 2.77 MILES TO ITS
 MB3045'INTERSECTION WITH IRA ROAD, ROUTE 46. TURN RIGHT AND PROCEED WEST
 MB3045'ALONG IRA ROAD 2.08 MILES TO ITS INTERSECTION WITH HAMETOWN ROAD. TURN
 MB3045'LEFT AND PROCEED SOUTH ALONG HAMETOWN ROAD 0.15 MILES TO THE STATION
 MB3045'ON THE LEFT.
 MB3045'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3045'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-112.  THE STATION IS
 MB3045'25.6 FEET EAST FROM THE CENTERLINE OF HAMETOWN ROAD, 6.0 FEET
 MB3045'NORTHEAST FROM A POWER POLE, 73.0 FEET SOUTHEAST FROM A SPEED LIMIT 45
 MB3045'SIGN, AND 3.0 FEET SOUTH FROM A METAL WITNESS POST. THE STATION IS
 MB3045'443.33 METERS FROM STATION BA-111.
 MB3045
 MB3045                          STATION RECOVERY (2000)
 MB3045
 MB3045'RECOVERY NOTE BY MEDINA COUNTY OHIO 2000
 MB3045'RECOVERY NOTE BY MEDINA COUNTY SANITARY ENGINEER 2000
 MB3045'FOUND AS DESCRIBED IN GOOD CONDITION.
 MB3045' 
 MB3045'
 MB3045
 MB3045                          STATION RECOVERY (2002)
 MB3045
 MB3045'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 MB3045'THE POWER POLE IS MISSING. IT IS 33.5 FEET NORTH  FROM GTE BOX
 MB3045'42200-1801 AND ACROSS HAMETOWN ROAD FROM UTILITY POLE BH-2517.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3046 ***********************************************************************
 MB3046  DESIGNATION -  BA 113
 MB3046  PID         -  MB3046
 MB3046  STATE/COUNTY-  OH/SUMMIT
 MB3046  USGS QUAD   -  WEST RICHFIELD (1994)
 MB3046
 MB3046                         *CURRENT SURVEY CONTROL
 MB3046  ___________________________________________________________________
 MB3046* NAD 83(1995)-  41 08 30.96523(N)    081 38 34.61053(W)     ADJUSTED  
 MB3046* NAVD 88     -       311.9    (meters)    1023.     (feet)  VERTCON   
 MB3046  ___________________________________________________________________
 MB3046  X           -     699,157.039 (meters)                     COMP
 MB3046  Y           -  -4,759,365.283 (meters)                     COMP
 MB3046  Z           -   4,174,489.717 (meters)                     COMP
 MB3046  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 MB3046  ELLIP HEIGHT-         278.37  (meters)          (10/07/05) GPS OBS
 MB3046  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB3046
 MB3046  HORZ ORDER  -  THIRD
 MB3046  ELLP ORDER  -  FOURTH    CLASS I
 MB3046
 MB3046.The horizontal coordinates were established by GPS observations
 MB3046.and adjusted by the National Geodetic Survey in April 1998..
 MB3046
 MB3046.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3046
 MB3046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3046
 MB3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3046
 MB3046.The ellipsoidal height was determined by GPS observations
 MB3046.and is referenced to NAD 83.
 MB3046
 MB3046.The geoid height was determined by GEOID03.
 MB3046
 MB3046;                    North         East     Units Scale Factor Converg.
 MB3046;SPC OH N     -   164,176.256   671,947.897   MT  0.99993998   +0 33 46.9
 MB3046;UTM  17      - 4,554,712.549   446,043.150   MT  0.99963583   -0 25 22.9
 MB3046
 MB3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3046!SPC OH N     -   0.99995634  x   0.99993998  =   0.99989632
 MB3046!UTM  17      -   0.99995634  x   0.99963583  =   0.99959218
 MB3046
 MB3046:                Primary Azimuth Mark                     Grid Az
 MB3046:SPC OH N     -  BA 101                                   086 38 35.4
 MB3046:UTM  17      -  BA 101                                   087 37 45.2
 MB3046
 MB3046|---------------------------------------------------------------------|
 MB3046| PID    Reference Object                     Distance      Geod. Az  |
 MB3046|                                                           dddmmss.s |
 MB3046| MB3038 BA 101                              454.248 METERS 0871222.3 |
 MB3046|---------------------------------------------------------------------|
 MB3046
 MB3046                          SUPERSEDED SURVEY CONTROL
 MB3046
 MB3046  ELLIP H (04/01/98)  278.43   (m)                       GP(       ) 4 1
 MB3046  NAD 83(1986)-  41 08 30.97377(N)    081 38 34.61204(W) AD(       ) 3
 MB3046  NGVD 29 (09/26/91)  312.1    (m)         1024.     (f) GPS OBS        
 MB3046
 MB3046.Superseded values are not recommended for survey control.
 MB3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3046.See file dsdata.txt to determine how the superseded data were derived.
 MB3046
 MB3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4604354713(NAD 83)
 MB3046_MARKER: DD = SURVEY DISK
 MB3046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3046_SP_SET: CONCRETE POST
 MB3046_STAMPING: BA-113
 MB3046_MARK LOGO: OH-153
 MB3046_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3046+STABILITY: SURFACE MOTION
 MB3046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3046+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2002
 MB3046
 MB3046  HISTORY     - Date     Condition        Report By
 MB3046  HISTORY     - 1990     MONUMENTED       OH-153
 MB3046  HISTORY     - 20020426 GOOD             USPSQD
 MB3046
 MB3046                          STATION DESCRIPTION
 MB3046
 MB3046'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3046'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.62 MILES
 MB3046'NORTHWEST OF THE   CITY  OF AKRON.
 MB3046'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
 MB3046'HIGHWAY 77 PROCEED NORTH ALONG STATE ROUTE 21 2.18 MILES TO ITS
 MB3046'INTERSECTION WITH CLEVELAND MASSILLON ROAD.  TURN RIGHT AND PROCEED
 MB3046'SOUTH ALONG CLEVELAND MASSILLON ROAD 0.32 MILES TO ITS INTERSECTION
 MB3046'WITH SPRINGSIDE DRIVE.  TURN RIGHT AND PROCEED WEST ALONG SPRINGSIDE
 MB3046'DRIVE 0.3 MILES TO THE STATION ON THE RIGHT.
 MB3046'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3046'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-113.  THE STATION IS 3.0
 MB3046'FEET NORTHEAST FROM A METAL WITNESS POST, 8.2 FEET SOUTHWEST FROM A
 MB3046'SEWER MANHOLE, 8.3 FEET WEST FROM A CATCH BASIN WITH MANHOLE, 27.4
 MB3046'FEET NORTHWEST FROM THE CENTERLINE OF MONUMENT BOX IN THE CENTERLINE
 MB3046'OF SPRINGSIDE DRIVE, AND 23.6 FEET NORTHWEST FROM THE CENTERLINE OF
 MB3046'SPRINGSIDE DRIVE.  THE STATION IS 454.26 METERS FROM STATION BA-101.
 MB3046
 MB3046                          STATION RECOVERY (2002)
 MB3046
 MB3046'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 MB3046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3047 ***********************************************************************
 MB3047  DESIGNATION -  BA 114
 MB3047  PID         -  MB3047
 MB3047  STATE/COUNTY-  OH/SUMMIT
 MB3047  USGS QUAD   -  PENINSULA (1994)
 MB3047
 MB3047                         *CURRENT SURVEY CONTROL
 MB3047  ___________________________________________________________________
 MB3047* NAD 83(1995)-  41 11 34.02421(N)    081 35 35.20178(W)     ADJUSTED  
 MB3047* NAVD 88     -       241.3    (meters)     792.     (feet)  VERTCON   
 MB3047  ___________________________________________________________________
 MB3047  X           -     702,745.173 (meters)                     COMP
 MB3047  Y           -  -4,755,025.142 (meters)                     COMP
 MB3047  Z           -   4,178,694.495 (meters)                     COMP
 MB3047  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MB3047  ELLIP HEIGHT-         207.64  (meters)          (10/07/05) GPS OBS
 MB3047  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB3047
 MB3047  HORZ ORDER  -  THIRD
 MB3047  ELLP ORDER  -  FOURTH    CLASS I
 MB3047
 MB3047.The horizontal coordinates were established by GPS observations
 MB3047.and adjusted by the National Geodetic Survey in April 1998..
 MB3047
 MB3047.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3047
 MB3047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3047
 MB3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3047
 MB3047.The ellipsoidal height was determined by GPS observations
 MB3047.and is referenced to NAD 83.
 MB3047
 MB3047.The geoid height was determined by GEOID03.
 MB3047
 MB3047;                    North         East     Units Scale Factor Converg.
 MB3047;SPC OH N     -   169,865.148   676,072.648   MT  0.99994152   +0 35 44.8
 MB3047;UTM  17      - 4,560,327.873   450,263.911   MT  0.99963044   -0 23 26.3
 MB3047
 MB3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3047!SPC OH N     -   0.99996743  x   0.99994152  =   0.99990895
 MB3047!UTM  17      -   0.99996743  x   0.99963044  =   0.99959788
 MB3047
 MB3047|---------------------------------------------------------------------|
 MB3047| PID    Reference Object                     Distance      Geod. Az  |
 MB3047|                                                           dddmmss.s |
 MB3047| MB3043 BA 110                              378.918 METERS 17339     |
 MB3047|---------------------------------------------------------------------|
 MB3047
 MB3047                          SUPERSEDED SURVEY CONTROL
 MB3047
 MB3047  ELLIP H (04/01/98)  207.69   (m)                       GP(       ) 4 1
 MB3047  NAD 83(1986)-  41 11 34.03314(N)    081 35 35.20289(W) AD(       ) 3
 MB3047  NGVD 29 (09/26/91)  241.5    (m)          792.     (f) GPS OBS        
 MB3047
 MB3047.Superseded values are not recommended for survey control.
 MB3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3047.See file dsdata.txt to determine how the superseded data were derived.
 MB3047
 MB3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5026460328(NAD 83)
 MB3047_MARKER: DD = SURVEY DISK
 MB3047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3047_SP_SET: CONCRETE POST
 MB3047_STAMPING: BA-114
 MB3047_MARK LOGO: OH-153
 MB3047_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3047+STABILITY: SURFACE MOTION
 MB3047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3047+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3047
 MB3047  HISTORY     - Date     Condition        Report By
 MB3047  HISTORY     - 1990     MONUMENTED       OH-153
 MB3047
 MB3047                          STATION DESCRIPTION
 MB3047
 MB3047'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3047'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 8.81 MILES
 MB3047'NORTHWEST OF THE   CITY  OF AKRON.
 MB3047'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
 MB3047'ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 2.75 MILES TO ITS
 MB3047'INTERSECTION WITH IRA ROAD, ROUTE 46. TURN LEFT AND PROCEED EAST ALONG
 MB3047'IRA ROAD 2.08 MILES TO ITS INTERSECTION WITH OAK HILL ROAD AND IRA
 MB3047'ROAD.  TURN LEFT AND PROCEED 0.2 MILE TO THE STATION ON THE LEFT.
 MB3047'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3047'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-114.  THE STATION IS
 MB3047'389.0 FEET WEST FROM A THREE RAIL FENCE WHICH IS 27.0 FEET WEST FROM
 MB3047'THE CENTERLINE OF OAK HILL ROAD AND SOUTHWEST FROM A BLACKSMITH SHOP.
 MB3047'THE STATION IS 378.93 METERS FROM STATION BA-110.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2121 ***********************************************************************
 MB2121  DESIGNATION -  BACON
 MB2121  PID         -  MB2121
 MB2121  STATE/COUNTY-  OH/LAKE
 MB2121  USGS QUAD   -  PERRY (1994)
 MB2121
 MB2121                         *CURRENT SURVEY CONTROL
 MB2121  ___________________________________________________________________
 MB2121* NAD 83(1995)-  41 46 37.29163(N)    081 12 25.02697(W)     ADJUSTED  
 MB2121* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 MB2121  ___________________________________________________________________
 MB2121  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 MB2121  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB2121
 MB2121  HORZ ORDER  -  THIRD
 MB2121
 MB2121.The horizontal coordinates were established by classical geodetic methods
 MB2121.and adjusted by the National Geodetic Survey in April 1998..
 MB2121.No horizontal observational check was made to the station.
 MB2121
 MB2121.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2121
 MB2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2121
 MB2121.The geoid height was determined by GEOID03.
 MB2121
 MB2121;                    North         East     Units Scale Factor Converg.
 MB2121;SPC OH N     -   235,152.324   707,500.953   MT  1.00001576   +0 50 58.1
 MB2121;UTM  17      - 4,625,040.793   482,801.025   MT  0.99960364   -0 08 16.4
 MB2121
 MB2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2121!SPC OH N     -   0.99997690  x   1.00001576  =   0.99999266
 MB2121!UTM  17      -   0.99997690  x   0.99960364  =   0.99958055
 MB2121
 MB2121                          SUPERSEDED SURVEY CONTROL
 MB2121
 MB2121  NAD 83(1986)-  41 46 37.30093(N)    081 12 25.03205(W) AD(       ) 3
 MB2121  NAD 27      -  41 46 37.15248(N)    081 12 25.67375(W) AD(       ) 3
 MB2121  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 MB2121
 MB2121.Superseded values are not recommended for survey control.
 MB2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2121.See file dsdata.txt to determine how the superseded data were derived.
 MB2121
 MB2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8280125041(NAD 83)
 MB2121_MARKER: DD = SURVEY DISK
 MB2121_SETTING: 0 = UNSPECIFIED SETTING
 MB2121_STAMPING: BACON LSC HYDRO 1974
 MB2121_MARK LOGO: USLS  
 MB2121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2121
 MB2121  HISTORY     - Date     Condition        Report By
 MB2121  HISTORY     - 1974     MONUMENTED       USLS
 MB2121  HISTORY     - 19940731 MARK NOT FOUND   USPSQD
 MB2121
 MB2121                          STATION DESCRIPTION
 MB2121
 MB2121'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2121'THIRD ORDER, CLASS II EODM TRAVERSE STATION - POSITIONED DIRECT
 MB2121'BY RANGE/AZIMUTH OBSERVATIONS FROM FAIRPORT LSC 1974
 MB2121'
 MB2121'THE STATION IS LOCATED ABOUT 4 MILES EAST OF FAIRPORT HARBOR
 MB2121'ADJACENT TO THE LAKE ERIE SHORELINE.  ATOP A PUMPHOUSE LOCATED ON
 MB2121'THE GROUNDS OF THE IRC FIBERS COMPANY.
 MB2121'
 MB2121'TO REACH THE STATION FROM PAINESVILLE, PROCEED EAST ON STATE
 MB2121'HIGHWAY 20 FOR 3.1 MILES TO BACON ROAD.  TURN LEFT, NORTH, ON
 MB2121'BACON ROAD AND PROCEED UNTIL REACHING THE MAIN ENTRANCE TO IRC
 MB2121'FIBERS COMPANY ON THE RIGHT, EAST.  OBTAIN PERMISSION TO ACCESS
 MB2121'THE STATION THEN PROCEED ALONG THE DELIVERY/SERVICE DRIVE AROUND
 MB2121'THE WEST SIDE OF THE FACTORY.  THENCE ALONG A DIRT ROAD RUNNING
 MB2121'NORTH FROM THE FACTORY TO THE BLUFF.  PROCEED ON FOOT DOWN THE
 MB2121'STAIRWAY TO THE PROJECTING FLOOR LEVEL OF THE PUMPING STATION AND
 MB2121'THE STATION MARK LOCATED IN THE NORTH CORNER OF THE ROOF.
 MB2121'
 MB2121'STATION MARK IS A STANDARD DISK EPOXIED ATOP A ONE INCH MOUND OF
 MB2121'CONCRETE ON TOP OF THE ROOF, STAMPED BACON LSC HYDRO 1974 AND IS
 MB2121'LOCATED 6.83 FEET FROM THE NORTHEAST CORNER OF THE ROOF, 7.47 FEET
 MB2121'FROM THE CORNER OF THE ROOF AND THE NORTHEAST CORNER OF THE
 MB2121'RAISED, FOLDING ROOF, 42.44 FEET FROM THE NORTHWEST CORNER OF THE
 MB2121'PUMPHOUSE, AND 31.76 FEET FROM THE NORTHEAST CORNER OF THE
 MB2121'PUMPHOUSE.
 MB2121'
 MB2121'NO REFERENCE MARKS WERE SET.  AZIMUTH REFERENCE MAY BE OBTAINED
 MB2121'FROM KNOWN OBJECTS EASILY VISIBLE IN FAIRPORT HARBOR.
 MB2121'
 MB2121'PERMISSION FOR ACCESS AND SETTING OF THE MARK WAS OBTAINED FROM
 MB2121'MR. R. STEWART, IRC FIBERS COMPANY PLANT ENGINEER.
 MB2121
 MB2121                          STATION RECOVERY (1994)
 MB2121
 MB2121'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1832 ***********************************************************************
 KZ1832  DESIGNATION -  BAGOR
 KZ1832  PID         -  KZ1832
 KZ1832  STATE/COUNTY-  OH/MUSKINGUM
 KZ1832  USGS QUAD   -  DRESDEN (1978)
 KZ1832
 KZ1832                         *CURRENT SURVEY CONTROL
 KZ1832  ___________________________________________________________________
 KZ1832* NAD 83(1995)-  40 02 05.94928(N)    082 07 03.16009(W)     ADJUSTED  
 KZ1832* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 KZ1832  ___________________________________________________________________
 KZ1832  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 KZ1832  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KZ1832
 KZ1832  HORZ ORDER  -  SECOND
 KZ1832
 KZ1832.The horizontal coordinates were established by classical geodetic methods
 KZ1832.and adjusted by the National Geodetic Survey in April 1998..
 KZ1832
 KZ1832.The orthometric height was scaled from a topographic map.
 KZ1832
 KZ1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1832
 KZ1832.The geoid height was determined by GEOID03.
 KZ1832
 KZ1832;                    North         East     Units Scale Factor Converg.
 KZ1832;SPC OH S     -   225,986.689   632,642.592   MT  1.00000033   +0 14 33.6
 KZ1832;UTM  17      - 4,432,238.497   404,654.386   MT  0.99971191   -0 43 08.1
 KZ1832
 KZ1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1832!SPC OH S     -   0.99995638  x   1.00000033  =   0.99995671
 KZ1832!UTM  17      -   0.99995638  x   0.99971191  =   0.99966830
 KZ1832
 KZ1832:                Primary Azimuth Mark                     Grid Az
 KZ1832:SPC OH S     -  BAGOR AZ MK 2                            034 51 28.0
 KZ1832:UTM  17      -  BAGOR AZ MK 2                            035 49 09.7
 KZ1832
 KZ1832|---------------------------------------------------------------------|
 KZ1832| PID    Reference Object                     Distance      Geod. Az  |
 KZ1832|                                                           dddmmss.s |
 KZ1832| CE6174 BAGOR AZ MK 2                                      0350601.6 |
 KZ1832| CE6175 BAGOR RM 1                           11.571 METERS 07341     |
 KZ1832| CE6176 BAGOR RM 2                           10.181 METERS 26438     |
 KZ1832| CE6173 BAGOR AZ MK                                        3435357.2 |
 KZ1832|---------------------------------------------------------------------|
 KZ1832
 KZ1832                          SUPERSEDED SURVEY CONTROL
 KZ1832
 KZ1832  NAD 83(1986)-  40 02 05.95332(N)    082 07 03.17034(W) AD(       ) 2
 KZ1832  NAD 27      -  40 02 05.71260(N)    082 07 03.66240(W) AD(       ) 2
 KZ1832
 KZ1832.Superseded values are not recommended for survey control.
 KZ1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1832.See file dsdata.txt to determine how the superseded data were derived.
 KZ1832
 KZ1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0465432238(NAD 83)
 KZ1832_MARKER: DS = TRIANGULATION STATION DISK
 KZ1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1832
 KZ1832  HISTORY     - Date     Condition        Report By
 KZ1832  HISTORY     - 1959     MONUMENTED       CGS
 KZ1832  HISTORY     - 1972     GOOD             NGS
 KZ1832
 KZ1832                          STATION DESCRIPTION
 KZ1832
 KZ1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1832'THE STATION IS ABOUT 8-1/2 MILES NORTHWEST OF ZANESVILLE, 8 MILES
 KZ1832'SOUTHWEST OF DRESDEN, 6
 KZ1832'MILES SOUTH OF FRAZEYSBURG, ON PROPERTY OWNED BY MR. L.B. BAGOR.
 KZ1832'
 KZ1832'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77 AND 146
 KZ1832'IN NORTH ZANESVILLE, GO
 KZ1832'WEST ON HIGHWAY 146 FOR 4.95 MILES TO A GRAVEL SIDE ROAD ON THE RIGHT
 KZ1832'(ORCHARD LANE).  CONTINUE
 KZ1832'WESTERLY ON HIGHWAY 146 FOR 3.65 MILES TO A GRAVEL DRIVEWAY ON
 KZ1832'THE LEFT (CONTINUE STRAIGHT AHEAD ON HIGHWAY
 KZ1832'146 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 KZ1832'RIGHT).  TURN LEFT ON THE GRAVEL DRIVEWAY AND GO SOUTHWEST,
 KZ1832'PASSING THROUGH TWO WOODEN GATES
 KZ1832'BETWEEN THE HOUSE AND THE BARN, FOR 0.2 MILE TO A WIRE GAP.  CONTINUE
 KZ1832'SOUTHWEST 0.05 MILE TO A 36-INCH WILD
 KZ1832'CHERRY TREE ON THE LEFT AND THE STATION 106 FEET WEST OF THE TREE.
 KZ1832'
 KZ1832'STATION MARKS ARE STANDARD DISKS STAMPED BAGOR 1959.  THE SURFACE
 KZ1832'DISK IS SET IN A SQUARE
 KZ1832'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 4.5 FEET
 KZ1832'SOUTH OF A FENCELINE.  THE
 KZ1832'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES
 KZ1832'BELOW THE SURFACE OF THE GROUND.
 KZ1832'
 KZ1832'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BAGOR NO 1 1959, IS SET
 KZ1832'IN A SQUARE CONCRETE POST
 KZ1832'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 68.5 FEET WEST OF THE
 KZ1832'36-INCH WILD CHERRY TREE AND 1 FOOT
 KZ1832'SOUTH OF THE FENCELINE.
 KZ1832'
 KZ1832'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BAGOR NO 2 1959, IS SET
 KZ1832'IN A SQUARE CONCRETE POST
 KZ1832'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 1 FOOT LOWER IN
 KZ1832'ELEVATION THEN THE STATION MARK AND 1
 KZ1832'FOOT SOUTH OF THE FENCELINE.
 KZ1832'
 KZ1832'AZIMUTH MARK, A STANDARD DISK STAMPED BAGOR 1959, IS SET IN A SQUARE
 KZ1832'CONCRETE POST WHICH PROJECTS 3
 KZ1832'INCHES.  IT IS 61 FEET NORTHEAST OF THE WHITE, PAINTED CENTER LINE OF
 KZ1832'HIGHWAY 146, 16 FEET SOUTHEAST OF A
 KZ1832'POWERLINE POLE AND 1.5 FEET SOUTHWEST OF A FENCELINE.
 KZ1832'A STANDARD METAL WITNESS POST WAS SET 2.5 FEET
 KZ1832'NORTHWEST OF THE MARK.
 KZ1832
 KZ1832                          STATION RECOVERY (1972)
 KZ1832
 KZ1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KZ1832'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 KZ1832'MARK WAS IN THE
 KZ1832'WAY OF ROAD CONSTRUCTION AND OBSTRUCTED BY TREES AND
 KZ1832'WAS DESTROYED.  A NEW AZIMUTH MARK
 KZ1832'WAS SET.  THE DISTANCE AND DIRECTION
 KZ1832'TO THE REFERENCE MARKS CHECKED.  A NEW DESCRIPTION
 KZ1832'FOLLOWS-
 KZ1832'
 KZ1832'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF DRESDEN, ABOUT
 KZ1832'6 MILES SOUTH OF
 KZ1832'FRAZEYSBURG, ON THE NORTHWEST SLOPE OF A BARE HILL
 KZ1832'OWNED BY MR. TONY LAYMAN, 419 FEET
 KZ1832'SOUTHEAST OF THE CENTERLINE OF CO.
 KZ1832'RD. 690, 192 FEET NORTHWEST OF A FENCE CORNER, 133
 KZ1832'FEET WEST OF A T-FENCE
 KZ1832'CORNER, 106 FEET WEST OF A 36 INCH WILD CHERRY TREE AND 1 FOOT
 KZ1832'EAST OF A METAL
 KZ1832'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 KZ1832'STAMPED BAGOR 1959.
 KZ1832'
 KZ1832'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70
 KZ1832'AND STATE HIGHWAY
 KZ1832'146 AT ZANESVILLE, GO NORTHERLY ON HIGHWAY 146 FOR
 KZ1832'0.35 MILE TO THE JUNCTION WITH STATE
 KZ1832'HIGHWAY 60.  TURN LEFT AND GO WESTERLY
 KZ1832'ON HIGHWAY 146 FOR 8.45 MILES TO CO. RD. 690 TO THE
 KZ1832'LEFT.  TURN
 KZ1832'LEFT AND GO WESTERLY ON RD. 690 FOR 0.2 MILE TO THE STATION ON THE
 KZ1832'LEFT ON THE HILL.
 KZ1832'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAY
 KZ1832'146 AND RD. 690, GO NORTHWESTERLY ON
 KZ1832'HIGHWAY 146 FOR 0.15 MILE TO A
 KZ1832'DRIVEWAY RIGHT LEADING TO HOPEWELL PARK.  TURN RIGHT ON
 KZ1832'THE DRIVEWAY AND
 KZ1832'GO EASTERLY FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KZ1832'
 KZ1832'REFERENCE MARK 1 IS 421 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KZ1832'ROAD, 95 FEET WEST
 KZ1832'OF THE CENTERLINE OF THE T-FENCE CORNER, 68 FEET
 KZ1832'WEST OF THE CHERRY TREE AND ON THE
 KZ1832'NORTHWEST SLOPE OF THE HILL.  THE
 KZ1832'MONUMENT IS FLUSH AND THE DISK IS STAMPED BAGOR NO 1 1959.
 KZ1832'
 KZ1832'REFERENCE MARK 2 IS 416 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KZ1832'ROAD, 166 FEET
 KZ1832'WEST OF THE T-FENCE CORNER, 139 FEET WEST OF THE CHERRY
 KZ1832'TREE AND ON THE NORTHWEST SLOPE
 KZ1832'OF THE HILL.  THE MONUMENT IS FLUSH AND
 KZ1832'THE DISK IS STAMPED BAGOR NO 2 1959.
 KZ1832'
 KZ1832'THE AZIMUTH MARK IS 178 FEET NORTHWEST OF THE CENTERLINE OF THE
 KZ1832'DRIVEWAY, 1 FOOT
 KZ1832'SOUTHEAST OF A FENCE AND A METAL WITNESS POST, 45 FEET
 KZ1832'SOUTHWEST OF THE SOUTHWEST CORNER
 KZ1832'OF SMALL DAM OF SWIMMING POOL AND ON
 KZ1832'THE PROPERTY OF MR. DALE CLEVER.
 KZ1832'
 KZ1832'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KZ1832'
 KZ1832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 8-1/2 MILES
 KZ1832'NORTHWEST OF ZANESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6105 ***********************************************************************
 AB6105  CBN         -  This is a Cooperative Base Network Control Station.
 AB6105  DESIGNATION -  BAI GAR
 AB6105  PID         -  AB6105
 AB6105  STATE/COUNTY-  OH/MAHONING
 AB6105  USGS QUAD   -  LAKE MILTON (1979)
 AB6105
 AB6105                         *CURRENT SURVEY CONTROL
 AB6105  ___________________________________________________________________
 AB6105* NAD 83(1995)-  41 06 12.39657(N)    080 53 04.84347(W)     ADJUSTED  
 AB6105* NAVD 88     -       319.1    (meters)    1047.     (feet)  GPS OBS   
 AB6105  ___________________________________________________________________
 AB6105  X           -     762,526.989 (meters)                     COMP
 AB6105  Y           -  -4,752,477.018 (meters)                     COMP
 AB6105  Z           -   4,171,273.955 (meters)                     COMP
 AB6105  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AB6105  ELLIP HEIGHT-         285.25  (meters)          (03/08/05) GPS OBS
 AB6105  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AB6105
 AB6105  HORZ ORDER  -  B
 AB6105  ELLP ORDER  -  FOURTH    CLASS II
 AB6105
 AB6105.The horizontal coordinates were established by GPS observations
 AB6105.and adjusted by the National Geodetic Survey in August 1996..
 AB6105
 AB6105.The orthometric height was determined by GPS observations and a
 AB6105.high-resolution geoid model.
 AB6105
 AB6105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6105
 AB6105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6105
 AB6105.The ellipsoidal height was determined by GPS observations
 AB6105.and is referenced to NAD 83.
 AB6105
 AB6105.The geoid height was determined by GEOID03.
 AB6105
 AB6105;                    North         East     Units Scale Factor Converg.
 AB6105;SPC OH N     -   160,804.781   735,676.662   MT  0.99993933   +1 03 40.3
 AB6105;UTM  17      - 4,550,246.781   509,683.516   MT  0.99960115   +0 04 32.9
 AB6105
 AB6105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6105!SPC OH N     -   0.99995526  x   0.99993933  =   0.99989459
 AB6105!UTM  17      -   0.99995526  x   0.99960115  =   0.99955643
 AB6105
 AB6105                          SUPERSEDED SURVEY CONTROL
 AB6105
 AB6105  ELLIP H (08/20/96)  285.24   (m)                       GP(       ) 4 2
 AB6105
 AB6105.Superseded values are not recommended for survey control.
 AB6105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6105.See file dsdata.txt to determine how the superseded data were derived.
 AB6105
 AB6105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0968450247(NAD 83)
 AB6105_MARKER: I = METAL ROD
 AB6105_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6105_STAMPING: BAI GAR 1995
 AB6105_MARK LOGO: OHDT  
 AB6105_PROJECTION: FLUSH
 AB6105_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB6105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6105+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6105_ROD/PIPE-DEPTH: 5.2  meters
 AB6105_SLEEVE-DEPTH  : 1.0 meters
 AB6105
 AB6105  HISTORY     - Date     Condition        Report By
 AB6105  HISTORY     - 1995     MONUMENTED       OHDT
 AB6105
 AB6105                          STATION DESCRIPTION
 AB6105
 AB6105'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (RR)
 AB6105'THE STATION IS LOCATED AT THE ODOT BAILEY ROAD OUTPOST, 385 BAILEY
 AB6105'ROAD, NORTH JACKSON, OHIO.  TO REACH THE STATION FROM THE INTERSECTION
 AB6105'OF SR 534 AND I-76, GO EAST ON I-76 FOR 5.23 KM (3.25 MI) TO THE
 AB6105'BAILEY ROAD EXIT.  TURN RIGHT AND GO SOUTH ON BAILEY ROAD FOR 0.24 KM
 AB6105'(0.15 MI) TO THE ENTRANCE TO THE OUTPOST ON THE LEFT.  TURN LEFT AND
 AB6105'GO EAST FOR 0.2 KM (0.10 MI) TO THE GATE ON THE RIGHT AND GO THROUGH
 AB6105'THE GATE AND GO 0.08 KM (0.05 MI) SOUTHEAST TO THE STATION.  THE MARK
 AB6105'IS 41.8 M (137.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN
 AB6105'BLOCK BUILDING, AND 23.5 M (77.1 FT) NORTHWEST OF THE NORTHWEST CORNER
 AB6105'OF THE SEPTIC TANK. OWNERSHIP--STATE OF OHIO, DEPARTMENT OF
 AB6105'TRANSPORTATION, DISTRICT 4 DEPUTY DIRECTOR, 705 OAKWOOD STREET,
 AB6105'RAVENNA, OHIO 44266.  THE MARK IS ACCESSIBLE ONLY BY ARRANGEMENT.
 AB6105'CONTACT THE ODOT MAHONING COUNTY SUPERINTENDENT, 330-533-4351, FOR
 AB6105'ACCESS TO MARK.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A
 AB6105'REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2989 ***********************************************************************
 KY2989  DESIGNATION -  BAIER
 KY2989  PID         -  KY2989
 KY2989  STATE/COUNTY-  OH/SUMMIT
 KY2989  USGS QUAD   -  CANAL FULTON (1994)
 KY2989
 KY2989                         *CURRENT SURVEY CONTROL
 KY2989  ___________________________________________________________________
 KY2989* NAD 83(1995)-  40 55 32.39719(N)    081 37 22.67075(W)     ADJUSTED  
 KY2989* NAVD 88     -       295.8    (meters)     970.     (feet)  VERTCON   
 KY2989  ___________________________________________________________________
 KY2989  X           -     703,112.445 (meters)                     COMP
 KY2989  Y           -  -4,774,709.510 (meters)                     COMP
 KY2989  Z           -   4,156,361.575 (meters)                     COMP
 KY2989  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 KY2989  ELLIP HEIGHT-         262.63  (meters)          (10/07/05) GPS OBS
 KY2989  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KY2989
 KY2989  HORZ ORDER  -  FIRST
 KY2989  ELLP ORDER  -  FOURTH    CLASS I
 KY2989
 KY2989.The horizontal coordinates were established by GPS observations
 KY2989.and adjusted by the National Geodetic Survey in October 2005..
 KY2989
 KY2989.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY2989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY2989
 KY2989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY2989
 KY2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2989
 KY2989.The ellipsoidal height was determined by GPS observations
 KY2989.and is referenced to NAD 83.
 KY2989
 KY2989.The geoid height was determined by GEOID03.
 KY2989
 KY2989;                    North         East     Units Scale Factor Converg.
 KY2989;SPC OH N     -   140,177.944   673,866.902   MT  0.99994220   +0 34 34.2
 KY2989;UTM  17      - 4,530,692.120   447,548.800   MT  0.99963386   -0 24 29.2
 KY2989
 KY2989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2989!SPC OH N     -   0.99995881  x   0.99994220  =   0.99990101
 KY2989!UTM  17      -   0.99995881  x   0.99963386  =   0.99959268
 KY2989
 KY2989                          SUPERSEDED SURVEY CONTROL
 KY2989
 KY2989  NAD 83(1995)-  40 55 32.39788(N)    081 37 22.67169(W) AD(       ) 1
 KY2989  ELLIP H (04/01/98)  262.65   (m)                       GP(       ) 4 1
 KY2989  NAD 83(1986)-  40 55 32.40586(N)    081 37 22.67666(W) AD(       ) 1
 KY2989  NGVD 29 (07/20/87)  296.0    (m)          971.     (f) GPS OBS        
 KY2989
 KY2989.Superseded values are not recommended for survey control.
 KY2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2989.See file dsdata.txt to determine how the superseded data were derived.
 KY2989
 KY2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4754930692(NAD 83)
 KY2989_MARKER: DS = TRIANGULATION STATION DISK
 KY2989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2989_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2989+STABILITY: SURFACE MOTION
 KY2989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY2989+SATELLITE: SATELLITE OBSERVATIONS - 1983
 KY2989
 KY2989  HISTORY     - Date     Condition        Report By
 KY2989  HISTORY     - 1983     MONUMENTED       NGS
 KY2989
 KY2989                          STATION DESCRIPTION
 KY2989
 KY2989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY2989'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 KY2989'
 KY2989'THE STATION IS LOCATED ABOUT 17.75 KM (11 MI) SOUTH-SOUTHWEST FROM
 KY2989'AKRON, 4 KM (2.5 MI) NORTHWEST FROM CANAL FULTON AND IN THE EAST EDGE
 KY2989'OF CLINTON.  OWNERSHIP--MRS. ANN BAIER, 2534 WEST COMET ROAD,
 KY2989'CLINTON, OHIO 44216.  TELEPHONE NUMBER (216) 882-5678.
 KY2989'
 KY2989'TO REACH THE STATION FROM THE POST OFFICE AT CLINTON, GO SOUTH ON A
 KY2989'PAVED STREET FOR 0.15 KM (0.1 MI) TO THE CLINTON SCHOOL ON THE LEFT.
 KY2989'TURN LEFT AND GO EAST THROUGH SCHOOL YARD FOR 0.15 KM (0.1 MI) TO A
 KY2989'SPORTS FIELD BEHIND THE SCHOOL.  GO EAST ACROSS THE FIELD FOR 0.3 KM
 KY2989'(0.2 MI) TO THE EXTREME EAST EDGE OF THE SCHOOL PROPERTY AND THE
 KY2989'STATION JUST EAST OF THE PROPERTY LINE.
 KY2989'
 KY2989'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 KY2989'---BAIER 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 KY2989'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 126.2 METERS
 KY2989'(414.0 FEET) S FROM FROM THE CENTER OF WEST COMET ROAD, 121.6 METERS
 KY2989'(399.0 FEET) S FROM A POWERLINE POLE NUMBERED 67 79, 1.1 METERS (3.6
 KY2989'FEET) N FROM A WITNESS POST, 1.4 METERS (4.5 FEET) N FROM ONE OF
 KY2989'SEVERAL 1 M IRON PIPES ON THE PROPERTY LINE, AND 0.3 METER (1.0 FOOT)
 KY2989'E FROM THE PROPERTY LINE OF THE CLINTON SCHOOL.
 KY2989'
 KY2989'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 KY2989'---BAIER 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 KY2989'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 18.8 METERS
 KY2989'(61.7 FEET) N FROM A CAMPING SITE UTILITY BOX, 1.8 METERS (5.8 FEET)
 KY2989'N FROM THE MOST SOUTHWEST ONE OF SEVERAL PINE TREES, 0.8 METER
 KY2989'(2.6 FEET) NNW FROM A FENCE CORNER, AND 0.8 METER (2.5 FEET) NW FROM
 KY2989'A CARSONITE WITNESS POST.
 KY2989'
 KY2989'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE AT CLINTON, GO EAST ON
 KY2989'WEST COMET ROAD FOR 0.65 KM (0.4 MI) TO A SIDE ROAD RIGHT.  TURN
 KY2989'RIGHT AND GO SOUTH UP A STEEP HILL FOR 0.15 KM (0.1 MI) TO THE
 KY2989'SOUTHWEST CORNER OF A PINE WOODED FENCE LINE AND THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2990 ***********************************************************************
 KY2990  DESIGNATION -  BAIER AZ MK
 KY2990  PID         -  KY2990
 KY2990  STATE/COUNTY-  OH/SUMMIT
 KY2990  USGS QUAD   -  CANAL FULTON (1994)
 KY2990
 KY2990                         *CURRENT SURVEY CONTROL
 KY2990  ___________________________________________________________________
 KY2990* NAD 83(1995)-  40 55 29.68724(N)    081 37 05.73726(W)     ADJUSTED  
 KY2990* NAVD 88     -       313.4    (meters)    1028.     (feet)  VERTCON   
 KY2990  ___________________________________________________________________
 KY2990  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 KY2990  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KY2990
 KY2990  HORZ ORDER  -  SECOND
 KY2990
 KY2990.The horizontal coordinates were established by classical geodetic methods
 KY2990.and adjusted by the National Geodetic Survey in April 1998..
 KY2990.No horizontal observational check was made to the station.
 KY2990
 KY2990.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY2990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY2990
 KY2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2990
 KY2990.The geoid height was determined by GEOID03.
 KY2990
 KY2990;                    North         East     Units Scale Factor Converg.
 KY2990;SPC OH N     -   140,098.351   674,263.899   MT  0.99994223   +0 34 45.3
 KY2990;UTM  17      - 4,530,605.746   447,944.249   MT  0.99963335   -0 24 18.0
 KY2990
 KY2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2990!SPC OH N     -   0.99995603  x   0.99994223  =   0.99989826
 KY2990!UTM  17      -   0.99995603  x   0.99963335  =   0.99958940
 KY2990
 KY2990                          SUPERSEDED SURVEY CONTROL
 KY2990
 KY2990  NAD 83(1986)-  40 55 29.69513(N)    081 37 05.74226(W) AD(       ) 2
 KY2990  NGVD 29 (07/20/87)  313.6    (m)         1029.     (f) VERT ANG       
 KY2990
 KY2990.Superseded values are not recommended for survey control.
 KY2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2990.See file dsdata.txt to determine how the superseded data were derived.
 KY2990
 KY2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4794430606(NAD 83)
 KY2990_MARKER: DZ = AZIMUTH MARK DISK
 KY2990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2990_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2990+STABILITY: SURFACE MOTION
 KY2990
 KY2990  HISTORY     - Date     Condition        Report By
 KY2990  HISTORY     - 1983     MONUMENTED       NGS
 KY2990  HISTORY     - 20051005 MARK NOT FOUND   USPSQD
 KY2990
 KY2990                          STATION DESCRIPTION
 KY2990
 KY2990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY2990'THE STATION IS LOCATED ABOUT 17.75 KM SOUTH-SOUTHWEST FROM AKRON, 4
 KY2990'KM (2.5 MI) NORTHWEST FROM CANAL FULTON AND 0.75 KM (0.5 MI) EAST
 KY2990'FROM THE CENTER OF CLINTON.  OWNERSHIP--MRS. ANN BAIER, 2534 WEST
 KY2990'COMET ROAD, CLINTON, OHIO 44216.  TELEPHONE NUMBER (216) 882-5678.
 KY2990'
 KY2990'TO REACH FROM THE POST OFFICE AT CLINTON, GO EAST ON WEST COMET ROAD
 KY2990'FOR 0.65 KM (0.4 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 KY2990'UP A STEEP HILL FOR 0.15 KM (0.1 MI) TO THE SOUTHWEST EDGE OF A PINE
 KY2990'WOODED FENCE LINE AND THE STATION ON THE LEFT.
 KY2990'
 KY2990'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---BAIER
 KY2990'1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST FLUSH
 KY2990'WITH THE SURFACE OF THE GROUND.  IT IS 18.8 METERS (61.7 FEET) NORTH
 KY2990'FROM A CAMPING SITE UTILITY BOX, 1.76 METERS (5.8 FEET) NORTH FROM
 KY2990'THE MOST SOUTHWEST ONE OF SEVERAL PINE TREES, 0.8 METER (2.6 FEET)
 KY2990'NORTH-NORTHWEST FROM A FENCE CORNER AND 0.76 METER (2.5 FEET)
 KY2990'NORTHWEST FROM A CARSONITE WITNESS POST.
 KY2990
 KY2990                          STATION RECOVERY (2005)
 KY2990
 KY2990'RECOVERY NOTE BY US POWER SQUADRON 2005
 KY2990'WITNESS POST IS PRESENT BUT THE MARK HAS BEEN REMOVED AS EVIDENCED BY
 KY2990'A BIG HOLE.  PROPERTY OWNER ALSO CONFIRMED DISAPPEARANCE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1378 ***********************************************************************
 MC1378  DESIGNATION -  BAILEY
 MC1378  PID         -  MC1378
 MC1378  STATE/COUNTY-  OH/LUCAS
 MC1378  USGS QUAD   -  GRAND RAPIDS (1977)
 MC1378
 MC1378                         *CURRENT SURVEY CONTROL
 MC1378  ___________________________________________________________________
 MC1378* NAD 83(1995)-  41 27 15.85114(N)    083 49 33.07761(W)     ADJUSTED  
 MC1378* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 MC1378  ___________________________________________________________________
 MC1378  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 MC1378  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC1378
 MC1378  HORZ ORDER  -  FIRST
 MC1378
 MC1378.The horizontal coordinates were established by classical geodetic methods
 MC1378.and adjusted by the National Geodetic Survey in April 1998..
 MC1378
 MC1378.The orthometric height was scaled from a topographic map.
 MC1378
 MC1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1378
 MC1378.The geoid height was determined by GEOID03.
 MC1378
 MC1378;                    North         East     Units Scale Factor Converg.
 MC1378;SPC OH N     -   199,365.592   489,227.071   MT  0.99996187   -0 52 15.7
 MC1378;UTM  17      - 4,593,057.146   263,968.979   MT  1.00028566   -1 52 17.9
 MC1378
 MC1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1378!SPC OH N     -   0.99997357  x   0.99996187  =   0.99993545
 MC1378!UTM  17      -   0.99997357  x   1.00028566  =   1.00025923
 MC1378
 MC1378|---------------------------------------------------------------------|
 MC1378| PID    Reference Object                     Distance      Geod. Az  |
 MC1378|                                                           dddmmss.s |
 MC1378| CE6178 BAILEY RM 1                          31.672 METERS 01427     |
 MC1378| CE6179 BAILEY RM 2                          29.763 METERS 11954     |
 MC1378| CE6177 BAILEY AZ MK                                       2133032.7 |
 MC1378|---------------------------------------------------------------------|
 MC1378
 MC1378                          SUPERSEDED SURVEY CONTROL
 MC1378
 MC1378  NAD 83(1995)-  41 27 15.84996(N)    083 49 33.08240(W) AD(       ) 1
 MC1378  NAD 83(1986)-  41 27 15.86137(N)    083 49 33.08757(W) AD(       ) 1
 MC1378  NAD 27      -  41 27 15.67100(N)    083 49 33.30600(W) AD(       ) 1
 MC1378
 MC1378.Superseded values are not recommended for survey control.
 MC1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1378.See file dsdata.txt to determine how the superseded data were derived.
 MC1378
 MC1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6396993057(NAD 83)
 MC1378_MARKER: DS = TRIANGULATION STATION DISK
 MC1378_SETTING: 0 = UNSPECIFIED SETTING
 MC1378
 MC1378  HISTORY     - Date     Condition        Report By
 MC1378  HISTORY     - 1943     MONUMENTED       CGS
 MC1378  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1378  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1378
 MC1378                          STATION DESCRIPTION
 MC1378
 MC1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1378'THE STATION IS LOCATED
 MC1378'ABOUT 4 MILES NE
 MC1378'OF THE SMALL VILLAGE OF GRAND RAPIDS, NEAR THE
 MC1378'SE CORNER OF A WOODED SECTION OF
 MC1378'LAND.  IT IS 56 FEET W OF THE
 MC1378'CENTER LINE OF STATE HIGHWAY 295, 8 FEET NE OF A
 MC1378'STANDARD REFERENCE
 MC1378'POST.  THE SURFACE STATION MARK IS 12 INCHES BELOW THE SURFACE OF
 MC1378'THE GROUND.  THE
 MC1378'DISK IS STAMPED BAILEY 1943.
 MC1378'
 MC1378'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MC1378'DISKS SET IN
 MC1378'CONCRETE.
 MC1378'
 MC1378'REFERENCE MARK 1 IS 103.91 FEET NE OF THE STATION, 29 FEET W
 MC1378'OF THE CENTER LINE
 MC1378'OF HIGHWAY 295.  IT IS ABOUT 2 FEET LOWER IN
 MC1378'ELEVATION THAN THE STATION MARK AND
 MC1378'IT IS DIRECTLY UNDER A POWER
 MC1378'HIGH LINE.  THE DISK IS STAMPED BAILEY NO 1 1943.
 MC1378'
 MC1378'REFERENCE MARK 2 IS 97.65 FEET SE OF THE STATION, 82 FEET NW
 MC1378'OF THE NW CORNER
 MC1378'OF THE GERTZ FARMHOUSE, 27 FEET E OF THE CENTER
 MC1378'LINE OF HIGHWAY 295, 1 FOOT W OF A
 MC1378'N-S FENCELINE.  THE DISK IS
 MC1378'STAMPED BAILEY NO 2 1943.
 MC1378'
 MC1378'THE AZIMUTH MARK IS 0.25 MILE SW OF THE STATION, 29 FEET S OF
 MC1378'THE CENTER LINE OF
 MC1378'BOX ROAD, 2 FEET E OF POWER-TRANSMISSION LINE
 MC1378'POLE 37, 1.7 FEET N OF A STANDARD
 MC1378'REFERENCE POST.  THE DISK IS
 MC1378'STAMPED BAILEY 1943.
 MC1378'
 MC1378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64
 MC1378'AND 295 WHICH IS
 MC1378'0.5 MILE W OF THE SMALL VILLAGE OF WHITEHOUSE, GO
 MC1378'S ON HIGHWAY 295 FOR 5.0 MILES TO A
 MC1378'WHITE FARMHOUSE ON THE LEFT
 MC1378'AND THE STATION ON THE RIGHT AS DESCRIBED.
 MC1378'
 MC1378'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON HIGHWAY
 MC1378'295 FOR 0.2 MILE
 MC1378'TO THE BOX CROSS ROAD, HERE TURN RIGHT AND GO 0.2
 MC1378'MILE TO THE MARK ON THE LEFT AS
 MC1378'DESCRIBED.
 MC1378'
 MC1378'HEIGHT OF LIGHT ABOVE STATION MARK-33 METERS.
 MC1378
 MC1378                          STATION RECOVERY (1984)
 MC1378
 MC1378'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1378'BAILEY RM 2 1943 FOUND FAIR.
 MC1378'
 MC1378'ADD TO DESCRIPTION STATION RM 2 IS 100 YARDS NORTH OF BOX ROAD ON
 MC1378'EAST SIDE CEMENT IS IN POOR SHAPE AROUND MARKER.
 MC1378'
 MC1378'BAILEY AZ 1943 COULD NOT FIND.
 MC1378'
 MC1378'AREA NOW HAS UNDERGROUND EL. LINES COULD NOT FIND - COULD BE
 MC1378'DESTROYED.
 MC1378
 MC1378                          STATION RECOVERY (1984)
 MC1378
 MC1378'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1378'BAILEY NO. 1 1943 COULD NOT FIND.
 MC1378'MEASURED TO AREA FROM NO. 2 COULD NOT LOCATED MARK ALSO TOOK
 MC1378'MEASUREMENTS FROM STREET STILL COULD NOT FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1444 ***********************************************************************
 JY1444  DESIGNATION -  BAKER
 JY1444  PID         -  JY1444
 JY1444  STATE/COUNTY-  OH/FRANKLIN
 JY1444  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1444
 JY1444                         *CURRENT SURVEY CONTROL
 JY1444  ___________________________________________________________________
 JY1444* NAD 83(1995)-  39 54 22.27056(N)    082 57 57.02032(W)     ADJUSTED  
 JY1444* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 JY1444  ___________________________________________________________________
 JY1444  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 JY1444  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JY1444
 JY1444  HORZ ORDER  -  FIRST
 JY1444
 JY1444.The horizontal coordinates were established by classical geodetic methods
 JY1444.and adjusted by the National Geodetic Survey in April 1998..
 JY1444
 JY1444.The orthometric height was scaled from a topographic map.
 JY1444
 JY1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1444
 JY1444.The geoid height was determined by GEOID03.
 JY1444
 JY1444;                    North         East     Units Scale Factor Converg.
 JY1444;SPC OH S     -   211,719.325   560,166.908   MT  0.99997732   -0 17 44.1
 JY1444;UTM  17      - 4,419,194.662   331,961.260   MT  0.99994763   -1 15 41.2
 JY1444
 JY1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1444!SPC OH S     -   0.99996817  x   0.99997732  =   0.99994549
 JY1444!UTM  17      -   0.99996817  x   0.99994763  =   0.99991581
 JY1444
 JY1444|---------------------------------------------------------------------|
 JY1444| PID    Reference Object                     Distance      Geod. Az  |
 JY1444|                                                           dddmmss.s |
 JY1444| JY0713 BAKER RM 1                          111.160 METERS 00032     |
 JY1444| JY0712 BAKER RM 2                          142.240 METERS 06735     |
 JY1444| KZ1902 CLARK RESET                         APPROX.16.3 KM 3565030.7 |
 JY1444|---------------------------------------------------------------------|
 JY1444
 JY1444                          SUPERSEDED SURVEY CONTROL
 JY1444
 JY1444  NAD 83(1986)-  39 54 22.27839(N)    082 57 57.02317(W) AD(       ) 1
 JY1444  NAD 27      -  39 54 22.04900(N)    082 57 57.36800(W) AD(       ) 1
 JY1444
 JY1444.Superseded values are not recommended for survey control.
 JY1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1444.See file dsdata.txt to determine how the superseded data were derived.
 JY1444
 JY1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3196119195(NAD 83)
 JY1444_MARKER: DS = TRIANGULATION STATION DISK
 JY1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1444
 JY1444  HISTORY     - Date     Condition        Report By
 JY1444  HISTORY     - 1928     MONUMENTED       CGS
 JY1444  HISTORY     - 1967     MARK NOT FOUND   CGS
 JY1444  HISTORY     - 1974     MARK NOT FOUND   THOMAS
 JY1444  HISTORY     - 1976     MARK NOT FOUND   NGS
 JY1444
 JY1444                          STATION DESCRIPTION
 JY1444
 JY1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 JY1444'ABOUT 1 MILE SOUTHEAST OF COLUMBUS ON HIGHEST PART OF WHAT IS LEFT OF
 JY1444'BAKER HILL IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 JY1444'WATKINS ROAD AND LOCKBOURNE AVENUE, ON LAND OWNED BY R.B. COCHRANE
 JY1444'WHO LIVES AT 604 EAST TOWN STREET, COLUMBUS.  THE SOUTHWEST PART
 JY1444'OF THE HILL IS BEING EXCAVATED FOR ITS GRAVEL.
 JY1444'
 JY1444'REFERENCE MARK NO. 1, (NORTHEAST), IN FENCE CORNER.
 JY1444'
 JY1444'REFERENCE MARK NO. 2, (SOUTHEAST), IN FENCE CORNER ABOUT 200 YARDS
 JY1444'EAST OF CROSSROADS AT GRAVEL PIT.
 JY1444'
 JY1444'A 115-FOOT STEEL TOWER USED.
 JY1444'
 JY1444'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JY1444'DISKS SET IN CONCRETE.
 JY1444
 JY1444                          STATION RECOVERY (1967)
 JY1444
 JY1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 JY1444'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  TWO RMS WERE
 JY1444'RECOVERED IN GOOD CONDITION.
 JY1444
 JY1444                          STATION RECOVERY (1974)
 JY1444
 JY1444'RECOVERY NOTE BY THOMAS ENG AND SURV 1974 (LRC)
 JY1444'BAKER NOT FOUND.
 JY1444'
 JY1444'BAKER R.M. NO. 1 1928 RECOVERED GOOD.
 JY1444'
 JY1444'BAKER R.M. NO. 2 1928 RECOVERED GOOD.
 JY1444'
 JY1444'I BELIEVE THAT BAKER AND SUB SURFACE MARKER HAVE BEEN EXCAVATED AS
 JY1444'PART OF GRAVEL OPERATIONS.
 JY1444'
 JY1444'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SE OF COLUMBUS.
 JY1444
 JY1444                          STATION RECOVERY (1976)
 JY1444
 JY1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JY1444'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE SITE OF
 JY1444'THE STATION MARK HAS BEEN EXCAVATED AND THE STATION MARK DESTROYED.
 JY1444'REFERENCE MARK 1 IS ON A HIGH BANK AND NO MEASUREMENT COULD BE
 JY1444'MADE FROM IT DUE TO TREES.  REFERENCE MARK 2 IS AT THE SOUTHEAST
 JY1444'EDGE OF A SMALL SHOPPING CENTER AND NO MEASUREMENT COULD BE MADE
 JY1444'FROM IT DUE TO CARS.  THE STATION SHOULD BE CONSIDERED AS LOST.
 JY1444'
 JY1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 JY1444'SOUTHEAST OF COLUMBUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2250 ***********************************************************************
 LA2250  DESIGNATION -  BAKER
 LA2250  PID         -  LA2250
 LA2250  STATE/COUNTY-  OH/SHELBY
 LA2250  USGS QUAD   -  FLETCHER (1984)
 LA2250
 LA2250                         *CURRENT SURVEY CONTROL
 LA2250  ___________________________________________________________________
 LA2250* NAD 83(1995)-  40 14 48.09478(N)    084 05 52.31612(W)     ADJUSTED  
 LA2250* NAVD 88     -       327.     (meters)    1073.     (feet)  SCALED    
 LA2250  ___________________________________________________________________
 LA2250  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 LA2250  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LA2250
 LA2250  HORZ ORDER  -  FIRST
 LA2250
 LA2250.The horizontal coordinates were established by classical geodetic methods
 LA2250.and adjusted by the National Geodetic Survey in April 1998..
 LA2250
 LA2250.The orthometric height was scaled from a topographic map.
 LA2250
 LA2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2250
 LA2250.The geoid height was determined by GEOID03.
 LA2250
 LA2250;                    North         East     Units Scale Factor Converg.
 LA2250;SPC OH N     -    65,656.314   464,046.418   MT  1.00004099   -1 02 59.0
 LA2250;SPC OH S     -   250,628.435   464,044.792   MT  1.00004919   -1 00 50.0
 LA2250;UTM  16      - 4,459,179.281   746,849.192   MT  1.00035017   +1 52 33.4
 LA2250
 LA2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2250!SPC OH N     -   0.99995392  x   1.00004099  =   0.99999491
 LA2250!SPC OH S     -   0.99995392  x   1.00004919  =   1.00000311
 LA2250!UTM  16      -   0.99995392  x   1.00035017  =   1.00030407
 LA2250
 LA2250|---------------------------------------------------------------------|
 LA2250| PID    Reference Object                     Distance      Geod. Az  |
 LA2250|                                                           dddmmss.s |
 LA2250| CE6183 BAKER RM 3                            8.756 METERS 00154     |
 LA2250| CE6181 BAKER RM 1                           42.270 METERS 08458     |
 LA2250| CE6182 BAKER RM 2                           43.547 METERS 22404     |
 LA2250| CE6180 BAKER AZ MK                                        2771702.2 |
 LA2250| LA2246 SIDNEY WAGNER SIDNEY WAREHS TK      APPROX. 6.7 KM 3052540.3 |
 LA2250| LA2248 SIDNEY MACHINE TOOL CO TANK         APPROX. 7.3 KM 3073107.3 |
 LA2250| LA2244 SIDNEY SHELBY CO CTHSE DOME         APPROX. 6.5 KM 3104908.9 |
 LA2250| LA2245 SIDNEY MONARCH LATHE TALL TANK      APPROX. 7.4 KM 3114718.3 |
 LA2250| LA2243 SIDNEY MUNICIPAL STANDPIPE          APPROX. 7.1 KM 3181935.8 |
 LA2250| LA2249 PTS 36                               22.464 METERS 35552     |
 LA2250|---------------------------------------------------------------------|
 LA2250
 LA2250                          SUPERSEDED SURVEY CONTROL
 LA2250
 LA2250  NAD 83(1986)-  40 14 48.10136(N)    084 05 52.32700(W) AD(       ) 1
 LA2250  NAD 27      -  40 14 47.91900(N)    084 05 52.54300(W) AD(       ) 1
 LA2250
 LA2250.Superseded values are not recommended for survey control.
 LA2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2250.See file dsdata.txt to determine how the superseded data were derived.
 LA2250
 LA2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK4684959179(NAD 83)
 LA2250_MARKER: DS = TRIANGULATION STATION DISK
 LA2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2250_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2250_STAMPING: BAKER 1933
 LA2250_MARK LOGO: CGS   
 LA2250
 LA2250  HISTORY     - Date     Condition        Report By
 LA2250  HISTORY     - 1933     MONUMENTED       CGS
 LA2250  HISTORY     - 1976     GOOD             NGS
 LA2250
 LA2250                          STATION DESCRIPTION
 LA2250
 LA2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 LA2250'ABOUT 4 MILES WEST OF TAWAWA, ON PASTURE LAND OWNED BY MRS. JOHN
 LA2250'BAKER, 0.6 MILE WEST OF THE OLD
 LA2250'ABANDONED ROBINSON SCHOOL, AT THE FIRST T-ROAD NORTH
 LA2250'TO THE WEST OF THE SCHOOL, 55
 LA2250'FEET SOUTH OF THE MAIN ROAD, 27
 LA2250'FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 28
 LA2250'FEET EAST OF THE
 LA2250'PROLONGATION OF THE T-ROAD NORTH, AND IS SET 12 INCHES
 LA2250'UNDERGROUND.
 LA2250'
 LA2250'TO REACH FROM TAWAWA, FOLLOW STATE HIGHWAY 54 NORTHWEST 0.6
 LA2250'MILE, THEN
 LA2250'STRAIGHT AHEAD (WEST) ON A GRAVEL ROAD WHERE STATE
 LA2250'HIGHWAY 54 TURNS NORTH, 3.4
 LA2250'MILES, OR 0.6 MILE, WEST OF THE ROBINSON
 LA2250'SCHOOL, TO THE STATION AT THE T-ROAD.
 LA2250'
 LA2250'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA2250'BRONZE DISKS SET IN CONRETE.
 LA2250'
 LA2250'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, IN SOUTH
 LA2250'RIGHT-OF-WAY
 LA2250'FENCE, 28 FEET SOUTH OF CENTER LINE OF THE ROAD AND
 LA2250'PROJECTS 5 INCHES.  REFERENCE
 LA2250'MARK NO. 2 IS SOUTHWEST OF STATION,
 LA2250'IN THE FENCE LINE ALONG THE WEST EDGE OF THE
 LA2250'PASTURE, 160 FEET
 LA2250'SOUTH OF CENTER LINE OF THE MAIN ROAD AND PROJECTS 4 INCHES.
 LA2250'
 LA2250'AZIMUTH MARK IS WEST OF STATION, AT THE FIRST T-ROAD SOUTH,
 LA2250'27 FEET EAST OF
 LA2250'THE CENTER OF THE T-ROAD, 27 FEET SOUTH OF CENTER
 LA2250'LINE OF THE MAIN ROAD AND PROJECTS
 LA2250'5 INCHES.
 LA2250'
 LA2250'P.T.S. NO. 36 (U.S.G.S.) IS ACROSS THE ROAD IN THE NORTHEAST
 LA2250'ANGLE OF THE
 LA2250'T-ROAD, 18 FEET EAST OF THE T-ROAD, 20 FEET NORTH
 LA2250'OF THE MAIN ROAD AND PROJECTS
 LA2250'10 INCHES.  IT IS A UNITED STATES
 LA2250'GEOLOGICAL SURVEY STANDARD BRONZE CAP STAMPED
 LA2250'PRIM TRAV STA NO
 LA2250'36 1909---1078 (FEET) ON THE TOP OF AN IRON PIPE.
 LA2250'
 LA2250'NO SUITABLE OBJECTS VISIBLE FROM THE GROUND.
 LA2250
 LA2250                          STATION RECOVERY (1976)
 LA2250
 LA2250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LA2250'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 LA2250'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED BY FARMING AND
 LA2250'THE DISK WAS SALVAGED.  THE DIRECTION TO REFERENCE MARK 1 CHECKED
 LA2250'BUT THE DISTANCE WAS FOUND TO BE IN ERROR BY 0.11 OF A FOOT.
 LA2250'REFERENCE MARK 3 WAS SET AND A NEW DESCRIPTION FOLLOWS--
 LA2250'
 LA2250'THE STATION IS LOCATED NEAR THE NORTH EDGE OF A CULTIVATED FIELD,
 LA2250'12 FEET EAST OF THE EXTENDED CENTERLINE OF FRANZIER-GUY ROAD, 51
 LA2250'FEET SOUTH OF THE CENTERLINE OF DEAM ROAD, 29 FEET SOUTH OF A METAL
 LA2250'WITNESS POST AND 28 FEET SOUTH OF A FENCE.  THE MONUMENT IS 12 INCHES
 LA2250'UNDERGROUND AND THE DISK IS STAMPED BAKER 1933.
 LA2250'
 LA2250'TO REACH THE STATION FOR THE LOWELL ELEMENTARY SCHOOL, AT THE
 LA2250'INTERSECTION OF CLAY AND MAIN STREETS AT THE SOUTH EDGE OF SIDNEY,
 LA2250'GO SOUTH ON MAIN STREET AND COUNTY ROAD 25 A FOR 1.4 MILES TO A
 LA2250'PAVED ROAD LEFT.  TURN LEFT AND GO EAST ON MCCLOSKEY-SCHOOL ROAD
 LA2250'FOR 3.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 LA2250'FRAZIER-GUY ROAD FOR 0.5 MILES TO A T-ROAD INTERSECTION AND THE
 LA2250'STATION AS DESCRIBED.  TURN RIGHT AND GO WEST 0.2 MILE ON DEAM
 LA2250'ROAD TO THE AZIMUTH MARK ON THE LEFT.
 LA2250'
 LA2250'REFERENCE MARK 1 IS 154 FEET EAST OF THE EXTENDED CENTERLINE OF
 LA2250'FRAZIER-GUY ROAD, 24 FEET SOUTH OF THE CENTERLINE OF DEAM ROAD, 2
 LA2250'FEET SOUTH OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 LA2250'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BAKER
 LA2250'NO 1 1933.
 LA2250'
 LA2250'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 LA2250'MAGNETS, PROJECTING 2 INCHES, STAMPED BAKER 1933 NO 3 1976, 22
 LA2250'FEET SOUTH OF THE CENTERLINE OF DEAM ROAD, 13 FEET EAST OF THE
 LA2250'EXTENDED CENTERLINE OF FRAZIER-GUY ROAD, 1 FOOT WEST OF A METAL
 LA2250'WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 LA2250'
 LA2250'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BAKER
 LA2250'AZIMUTH 1933, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 LA2250'2 INCHES, 1 FOOT SOUTH OF A METAL WITNESS POST, 28 FEET SOUTH OF
 LA2250'THE CENTERLINE OF DEAM ROAD AND 30 FEET EAST OF THE CENTERLINE OF
 LA2250'FRAZIER-GUY ROAD.
 LA2250'
 LA2250'NOTE--P.T.S. NO. 36 USGS WAS NOT FOUND AND ASSUMED DESTROYED SINCE
 LA2250'MEASUREMENTS PLACE IT IN THE EDGE OF BLACKTOP.
 LA2250'
 LA2250'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES SOUTH
 LA2250'OF SIDNEY.
 LA2250'
 LA2250'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0713 ***********************************************************************
 JY0713  DESIGNATION -  BAKER RM 1
 JY0713  PID         -  JY0713
 JY0713  STATE/COUNTY-  OH/FRANKLIN
 JY0713  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0713
 JY0713                         *CURRENT SURVEY CONTROL
 JY0713  ___________________________________________________________________
 JY0713* NAD 83(1986)-  39 54 22.     (N)    082 57 57.     (W)     SCALED    
 JY0713* NAVD 88     -       241.454  (meters)     792.17   (feet)  ADJUSTED  
 JY0713  ___________________________________________________________________
 JY0713  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JY0713  DYNAMIC HT  -         241.318 (meters)     791.72  (feet)  COMP
 JY0713  MODELED GRAV-     980,058.3   (mgal)                       NAVD 88
 JY0713
 JY0713  VERT ORDER  -  FIRST     CLASS I
 JY0713
 JY0713.The horizontal coordinates were scaled from a topographic map and have
 JY0713.an estimated accuracy of +/- 6 seconds.
 JY0713
 JY0713.The orthometric height was determined by differential leveling
 JY0713.and adjusted by the National Geodetic Survey in June 1991..
 JY0713
 JY0713.The geoid height was determined by GEOID03.
 JY0713
 JY0713.The dynamic height is computed by dividing the NAVD 88
 JY0713.geopotential number by the normal gravity value computed on the
 JY0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0713.degrees latitude (g = 980.6199 gals.).
 JY0713
 JY0713.The modeled gravity was interpolated from observed gravity values.
 JY0713
 JY0713;                    North         East    Units  Estimated Accuracy
 JY0713;SPC OH S     -   211,710.      560,170.      MT  (+/- 180 meters Scaled)
 JY0713
 JY0713                          SUPERSEDED SURVEY CONTROL
 JY0713
 JY0713  NGVD 29 (??/??/92)  241.635  (m)          792.76   (f) ADJ UNCH    1 1
 JY0713
 JY0713.Superseded values are not recommended for survey control.
 JY0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0713.See file dsdata.txt to determine how the superseded data were derived.
 JY0713
 JY0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE319191(NAD 83)
 JY0713_MARKER: DR = REFERENCE MARK DISK
 JY0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0713_STAMPING: BAKER NO 1 1928
 JY0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0713+STABILITY: SURFACE MOTION
 JY0713
 JY0713  HISTORY     - Date     Condition        Report By
 JY0713  HISTORY     - 1928     MONUMENTED       CGS
 JY0713  HISTORY     - 1967     GOOD             NGS
 JY0713
 JY0713                          STATION DESCRIPTION
 JY0713
 JY0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0713'4.6 MI SE FROM COLUMBUS.
 JY0713'ABOUT 2.2 MILES SOUTH ALONG SOUTH HIGH STREET FROM THE COURTHOUSE
 JY0713'AT COLUMBUS, THENCE 0.6 MILE EAST ALONG HOSACK STREET, THENCE 0.2
 JY0713'MILE SOUTH ALONG PARSONS AVENUE, THENCE 1.3 MILES SOUTHEAST ALONG
 JY0713'GROVEPORT ROAD, THENCE 0.2 MILE EAST ALONG WATKINS ROAD, THENCE 0.1
 JY0713'MILE NORTH CROSS-COUNTRY ALONG THE EAST SIDE OF THE LOCKBOURNE-WATKINS
 JY0713'SHOPPING CENTER, AT THE HIGHEST POINT IN THE AREA, 13 1/2 FEET WEST
 JY0713'OF A 10-INCH DOUBLE-TRUNKED MULBERRY TREE, 12 FEET NORTHEAST OF A
 JY0713'24-INCH MULBERRY TREE, 1/2 FOOT SOUTH OF AN EAST-WEST FENCE LINE,
 JY0713'1.2 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 JY0713'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0712 ***********************************************************************
 JY0712  DESIGNATION -  BAKER RM 2
 JY0712  PID         -  JY0712
 JY0712  STATE/COUNTY-  OH/FRANKLIN
 JY0712  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0712
 JY0712                         *CURRENT SURVEY CONTROL
 JY0712  ___________________________________________________________________
 JY0712* NAD 83(1986)-  39 54 22.     (N)    082 57 57.     (W)     SCALED    
 JY0712* NAVD 88     -       237.712  (meters)     779.89   (feet)  ADJUSTED  
 JY0712  ___________________________________________________________________
 JY0712  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JY0712  DYNAMIC HT  -         237.579 (meters)     779.46  (feet)  COMP
 JY0712  MODELED GRAV-     980,058.3   (mgal)                       NAVD 88
 JY0712
 JY0712  VERT ORDER  -  FIRST     CLASS I
 JY0712
 JY0712.The horizontal coordinates were scaled from a topographic map and have
 JY0712.an estimated accuracy of +/- 6 seconds.
 JY0712
 JY0712.The orthometric height was determined by differential leveling
 JY0712.and adjusted by the National Geodetic Survey in June 1991..
 JY0712.WARNING-Repeat measurements at this control monument indicate possible
 JY0712.vertical movement.
 JY0712
 JY0712.The geoid height was determined by GEOID03.
 JY0712
 JY0712.The dynamic height is computed by dividing the NAVD 88
 JY0712.geopotential number by the normal gravity value computed on the
 JY0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0712.degrees latitude (g = 980.6199 gals.).
 JY0712
 JY0712.The modeled gravity was interpolated from observed gravity values.
 JY0712
 JY0712;                    North         East    Units  Estimated Accuracy
 JY0712;SPC OH S     -   211,710.      560,170.      MT  (+/- 180 meters Scaled)
 JY0712
 JY0712                          SUPERSEDED SURVEY CONTROL
 JY0712
 JY0712  NGVD 29 (??/??/92)  237.895  (m)          780.49   (f) ADJ UNCH    1 1
 JY0712
 JY0712.Superseded values are not recommended for survey control.
 JY0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0712.See file dsdata.txt to determine how the superseded data were derived.
 JY0712
 JY0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE319191(NAD 83)
 JY0712_MARKER: DR = REFERENCE MARK DISK
 JY0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0712_STAMPING: BAKER NO 2 1928
 JY0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0712+STABILITY: SURFACE MOTION
 JY0712
 JY0712  HISTORY     - Date     Condition        Report By
 JY0712  HISTORY     - 1928     MONUMENTED       CGS
 JY0712  HISTORY     - 1967     GOOD             NGS
 JY0712
 JY0712                          STATION DESCRIPTION
 JY0712
 JY0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0712'4.5 MI SE FROM COLUMBUS.
 JY0712'ABOUT 2.2 MILES SOUTH ALONG SOUTH HIGH STREET FROM THE COURTHOUSE
 JY0712'AT COLUMBUS, THENCE 0.6 MILE EAST ALONG HOSACK STREET, THENCE 0.2
 JY0712'MILE SOUTH ALONG PARSONS AVENUE, THENCE 1.3 MILES SOUTHEAST ALONG
 JY0712'GROVEPORT ROAD, THENCE 0.2 MILE EAST ALONG WATKINS ROAD, NEAR THE
 JY0712'SOUTHEAST CORNER OF THE PARKING AREA FOR THE LOCKBOURNE-WATKINS
 JY0712'SHOPPING CENTER, 84 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JY0712'ONE-STORY BRICK HOME, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JY0712'5 1/2 FEET NORTH OF POWER LINE POLE NO. 1150, 2 1/2 FEET EAST OF
 JY0712'THE EAST EDGE OF THE BLACK TOPPED PARKING AREA, ABOUT LEVEL WITH
 JY0712'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 JY0712'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7169 ***********************************************************************
 DG7169  CBN         -  This is a Cooperative Base Network Control Station.
 DG7169  DESIGNATION -  BALL
 DG7169  PID         -  DG7169
 DG7169  STATE/COUNTY-  OH/MONTGOMERY
 DG7169  USGS QUAD   -  FARMERSVILLE (1984)
 DG7169
 DG7169                         *CURRENT SURVEY CONTROL
 DG7169  ___________________________________________________________________
 DG7169* NAD 83(1995)-  39 41 58.07817(N)    084 25 18.43103(W)     ADJUSTED  
 DG7169* NAVD 88     -       274.7    (meters)     901.     (feet)  GPS OBS   
 DG7169  ___________________________________________________________________
 DG7169  X           -     477,689.486 (meters)                     COMP
 DG7169  Y           -  -4,891,003.361 (meters)                     COMP
 DG7169  Z           -   4,052,521.645 (meters)                     COMP
 DG7169  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DG7169  ELLIP HEIGHT-         241.39  (meters)          (09/23/04) GPS OBS
 DG7169  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DG7169
 DG7169  HORZ ORDER  -  A
 DG7169  ELLP ORDER  -  FOURTH    CLASS I
 DG7169
 DG7169.The horizontal coordinates were established by GPS observations
 DG7169.and adjusted by the National Geodetic Survey in September 2004..
 DG7169
 DG7169.The orthometric height was determined by GPS observations and a
 DG7169.high-resolution geoid model.
 DG7169
 DG7169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7169
 DG7169.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7169
 DG7169.The ellipsoidal height was determined by GPS observations
 DG7169.and is referenced to NAD 83.
 DG7169
 DG7169.The geoid height was determined by GEOID03.
 DG7169
 DG7169;                    North         East     Units Scale Factor Converg.
 DG7169;SPC OH S     -   190,418.938   435,194.586   MT  0.99995099   -1 13 09.9
 DG7169;UTM  16      - 4,397,579.803   721,051.184   MT  1.00020162   +1 38 51.1
 DG7169
 DG7169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7169!SPC OH S     -   0.99996213  x   0.99995099  =   0.99991312
 DG7169!UTM  16      -   0.99996213  x   1.00020162  =   1.00016374
 DG7169
 DG7169                          SUPERSEDED SURVEY CONTROL
 DG7169
 DG7169.No superseded survey control is available for this station.
 DG7169
 DG7169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2105197580(NAD 83)
 DG7169_MARKER: F = FLANGE-ENCASED ROD
 DG7169_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DG7169_STAMPING: BALL
 DG7169_MARK LOGO: OH-113
 DG7169_PROJECTION: FLUSH
 DG7169_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7169+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7169_ROD/PIPE-DEPTH:  7.3 meters
 DG7169_SLEEVE-DEPTH  :  0.9 meters
 DG7169
 DG7169  HISTORY     - Date     Condition        Report By
 DG7169  HISTORY     - 2003     MONUMENTED       OH-113
 DG7169
 DG7169                          STATION DESCRIPTION
 DG7169
 DG7169'DESCRIBED BY MONTGOMERY COUNTY OHIO 2003 (JRS)
 DG7169'STATION IS LOCATED 4.0 MILES (6.4 KM) SOUTHWEST OF NEW LEBANON, 1.5
 DG7169'MILES NORTH OF  FARMERSVILLE AND ON PUBLIC ROAD RIGHT-OF-WAY.
 DG7169' 
 DG7169'TO REACH FROM THE JUNCTION OF US HIGHWAY 35 AND PREBLE COUNTY LINE
 DG7169'ROAD IN  MONTGOMERY COUNTY, GO EAST ALONG HIGHWAY 35 FOR 3.0 MILES
 DG7169'(4.8 KM) TO  FARMERSVILLE-JOHNSVILLE ROAD.  TURN RIGHT AND GO SOUTH
 DG7169'ALONG FARMERSVILLE-JOHNSVILLE  ROAD FOR 3.0 MILES (4.8 KM) TO CHICKEN
 DG7169'BRISTLE ROAD.  TURN LEFT AND GO EAST ALONG CHICKEN  BRISTLE ROAD FOR
 DG7169'0.10 MILES (0.16 KM) TO THE STATION ON THE RIGHT, AT SOUTH EDGE OF THE
 DG7169'ROAD.
 DG7169' 
 DG7169'THE STATION IS LOCATED 638 FT (194 M) EAST OF THE CENTERLINE OF
 DG7169'FARMERSVILLE-JOHNSVILLE  ROAD, 2.0 FT (0.6 M) SOUTH OF THE SOUTH EDGE
 DG7169'OF CHICKEN BRISTLE ROAD, 246.6 FT (75.18 M) EAST  OF A VERIZON
 DG7169'TELEPHONE PEDESTAL ON THE SOUTH SIDE OF THE ROAD, 300.39 FT (91.56 M)
 DG7169'SOUTHEAST OF A POWER POLE ON THE NORTH SIDE OF THE ROAD, AND 75.20 FT
 DG7169'(22.92 M)  SOUTHWEST OF ANOTHER POWER POLE ON THE NORTH SIDE OF THE
 DG7169'ROAD.
 DG7169' 
 DG7169'THE STATION  IS AN ALUMINUM ROD INSIDE A 4 INCH PLASTIC PIPE WITH A
 DG7169'SCREW-ON CAP  SURROUNDED BY A 12 INCH DIAMETER CONCRETE COLLAR WITH AN
 DG7169'ALUMINUM FACE PLATE  INSCRIBED ---STATION BALL MONTGOMERY COUNTY
 DG7169'ENGINEER 2003---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6082 ***********************************************************************
 AB6082  CBN         -  This is a Cooperative Base Network Control Station.
 AB6082  DESIGNATION -  BALT OUT
 AB6082  PID         -  AB6082
 AB6082  STATE/COUNTY-  OH/FAIRFIELD
 AB6082  USGS QUAD   -  BALTIMORE (1987)
 AB6082
 AB6082                         *CURRENT SURVEY CONTROL
 AB6082  ___________________________________________________________________
 AB6082* NAD 83(1995)-  39 50 59.69847(N)    082 37 17.59501(W)     ADJUSTED  
 AB6082* NAVD 88     -       264.6    (meters)     868.     (feet)  GPS OBS   
 AB6082  ___________________________________________________________________
 AB6082  X           -     629,730.071 (meters)                     COMP
 AB6082  Y           -  -4,862,975.532 (meters)                     COMP
 AB6082  Z           -   4,065,353.666 (meters)                     COMP
 AB6082  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AB6082  ELLIP HEIGHT-         230.48  (meters)          (03/08/05) GPS OBS
 AB6082  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AB6082
 AB6082  HORZ ORDER  -  B
 AB6082  ELLP ORDER  -  FOURTH    CLASS II
 AB6082
 AB6082.The horizontal coordinates were established by GPS observations
 AB6082.and adjusted by the National Geodetic Survey in August 1996..
 AB6082
 AB6082.The orthometric height was determined by GPS observations and a
 AB6082.high-resolution geoid model.
 AB6082
 AB6082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6082
 AB6082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6082
 AB6082.The ellipsoidal height was determined by GPS observations
 AB6082.and is referenced to NAD 83.
 AB6082
 AB6082.The geoid height was determined by GEOID03.
 AB6082
 AB6082;                    North         East     Units Scale Factor Converg.
 AB6082;SPC OH S     -   205,375.958   589,597.658   MT  0.99996886   -0 04 37.7
 AB6082;UTM  17      - 4,412,357.644   361,278.712   MT  0.99983691   -1 02 21.2
 AB6082
 AB6082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6082!SPC OH S     -   0.99996384  x   0.99996886  =   0.99993270
 AB6082!UTM  17      -   0.99996384  x   0.99983691  =   0.99980076
 AB6082
 AB6082                          SUPERSEDED SURVEY CONTROL
 AB6082
 AB6082  ELLIP H (08/20/96)  230.49   (m)                       GP(       ) 4 2
 AB6082
 AB6082.Superseded values are not recommended for survey control.
 AB6082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6082.See file dsdata.txt to determine how the superseded data were derived.
 AB6082
 AB6082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE6127912358(NAD 83)
 AB6082_MARKER: DD = SURVEY DISK
 AB6082_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6082_STAMPING: BALT OUT 1995
 AB6082_MARK LOGO: OHDT  
 AB6082_PROJECTION: FLUSH
 AB6082_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6082+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6082_ROD/PIPE-DEPTH: 7.3  meters
 AB6082_SLEEVE-DEPTH  : 1 meters
 AB6082
 AB6082  HISTORY     - Date     Condition        Report By
 AB6082  HISTORY     - 1995     MONUMENTED       OHDT
 AB6082
 AB6082                          STATION DESCRIPTION
 AB6082
 AB6082'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (TEA)
 AB6082'THE STATION IS LOCATED AT THE ODOT BALTIMORE OUTPOST.  TO REACH THE
 AB6082'STATION FROM THE INTERSECTION OF STATE ROUTE 158 AND STATE ROUTE 256
 AB6082'IN BALTIMORE GO WEST ON STATE ROUTE 256 FOR 2.3 KM (1.40 MI) TO THE
 AB6082'ODOT BALTIMORE OUTPOST ON THE RIGHT.  TURN IN THE GATE AND GO O.31 KM
 AB6082'BACK A CINDER LANE TO THE BACK OF THE COMPLEX.  THE STATION IS 6.4 M
 AB6082'(21.0 FT) WEST OF THE 3.0 M (9.8 FT) WIDE CINDER DRIVE, 29.0 M (95.1
 AB6082'FT) SOUTHWEST OF THE FENCE CORNER AT THE NORHTEAST CORNER OF THE
 AB6082'PROPERTY, AND 33.5 M (109.9 FT) NORTHWEST OF THE FENCE CORNER AT THE
 AB6082'SOUTHEAST CORNER OF THE PROPERTY.  OWNERSHIP--STATE OF OHIO,
 AB6082'DEPARTMENT OF TRANSPORTATION, DISTRICT 5 DEPUTY DIRECTOR, 9600
 AB6082'JACKSONTOWN ROAD, JACKSONTOWN, OHIO 43030.  THE MARK IS ACCESSIBLE
 AB6082'ONLY BY ARRANGEMENT.  CONTACT THE ODOT FAIRFIELD COUNTY
 AB6082'SUPERINTENDENT, (614) 653 5961, FOR ACCESS TO MARK.  NOTE--SLEEVE
 AB6082'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1369 ***********************************************************************
 MC1369  DESIGNATION -  BALTIMORE
 MC1369  PID         -  MC1369
 MC1369  STATE/COUNTY-  OH/WOOD
 MC1369  USGS QUAD   -  NORTH BALTIMORE (1977)
 MC1369
 MC1369                         *CURRENT SURVEY CONTROL
 MC1369  ___________________________________________________________________
 MC1369* NAD 83(1995)-  41 12 29.30354(N)    083 38 58.08684(W)     ADJUSTED  
 MC1369* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 MC1369  ___________________________________________________________________
 MC1369  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 MC1369  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC1369
 MC1369  HORZ ORDER  -  FIRST
 MC1369
 MC1369.The horizontal coordinates were established by classical geodetic methods
 MC1369.and adjusted by the National Geodetic Survey in April 1998..
 MC1369
 MC1369.The orthometric height was scaled from a topographic map.
 MC1369
 MC1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1369
 MC1369.The geoid height was determined by GEOID03.
 MC1369
 MC1369;                    North         East     Units Scale Factor Converg.
 MC1369;SPC OH N     -   171,810.120   503,602.492   MT  0.99994214   -0 45 18.5
 MC1369;UTM  17      - 4,565,247.801   277,867.479   MT  1.00020731   -1 44 46.2
 MC1369
 MC1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1369!SPC OH N     -   0.99997154  x   0.99994214  =   0.99991369
 MC1369!UTM  17      -   0.99997154  x   1.00020731  =   1.00017885
 MC1369
 MC1369:                Primary Azimuth Mark                     Grid Az
 MC1369:SPC OH N     -  BALTIMORE 2 AZ MK                        063 28 23.6
 MC1369:UTM  17      -  BALTIMORE 2 AZ MK                        064 27 51.3
 MC1369
 MC1369|---------------------------------------------------------------------|
 MC1369| PID    Reference Object                     Distance      Geod. Az  |
 MC1369|                                                           dddmmss.s |
 MC1369| CU8192 BALTIMORE 2 AZ MK                                  0624305.1 |
 MC1369| MC1356 FOSTORIA MUNICIPAL STANDPIPE        APPROX.21.2 KM 1055713.8 |
 MC1369| MC1355 FOSTORIA MENNEL MILLING TANK        APPROX.19.7 KM 1074731.3 |
 MC1369| MC1362 FINDLAY OH ST PATROL RAD MAST       APPROX.14.4 KM 1794622.5 |
 MC1369| MC1368 NORTH BALTIMORE MUNICIPAL TANK      APPROX. 3.8 KM 2122855.0 |
 MC1369| CE6185 BALTIMORE RM 1                       40.142 METERS 22156     |
 MC1369| MC1370 BALTIMORE 2                          95.349 METERS 24243     |
 MC1369| MC1371 HOYTVILLE N BALT GRAIN ELEV         APPROX.11.2 KM 2603320.3 |
 MC1369| CE6186 BALTIMORE RM 2                       46.537 METERS 35324     |
 MC1369| CE6184 BALTIMORE AZ MK                                    3575915.9 |
 MC1369|---------------------------------------------------------------------|
 MC1369
 MC1369                          SUPERSEDED SURVEY CONTROL
 MC1369
 MC1369  NAD 83(1986)-  41 12 29.31199(N)    083 38 58.09692(W) AD(       ) 1
 MC1369  NAD 27      -  41 12 29.12600(N)    083 38 58.34000(W) AD(       ) 1
 MC1369
 MC1369.Superseded values are not recommended for survey control.
 MC1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1369.See file dsdata.txt to determine how the superseded data were derived.
 MC1369
 MC1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7786765248(NAD 83)
 MC1369_MARKER: Z = SEE DESCRIPTION
 MC1369_SETTING: 0 = UNSPECIFIED SETTING
 MC1369
 MC1369  HISTORY     - Date     Condition        Report By
 MC1369  HISTORY     - 1943     MONUMENTED       CGS
 MC1369  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MC1369
 MC1369                          STATION DESCRIPTION
 MC1369
 MC1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1369'THE STATION IS LOCATED
 MC1369'ABOUT 2.5 MILES NE
 MC1369'OF THE SMALL VILLAGE OF N BALTIMORE, 60
 MC1369'FEET N OF THE W END OF A LARGE
 MC1369'SIGNBOARD, 49 FEET E OF THE CENTER
 MC1369'LINE OF U.S. HIGHWAYS 68 AND 25, 34 FEET N OF THE
 MC1369'CENTER LINE OF A
 MC1369'FARM ROAD.  THE SURFACE STATION MARK IS 12 INCHES BELOW THE SURFACE
 MC1369'OF THE GROUND.
 MC1369'THE DISK IS STAMPED BALTIMORE 1943.
 MC1369'
 MC1369'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MC1369'DISKS SET IN
 MC1369'CONCRETE.
 MC1369'
 MC1369'REFERENCE MARK 1 IS 131.65 FEET SW OF THE STATION, 51.5 FEET
 MC1369'N OF THE NE STEEL
 MC1369'CORNER FENCE POST OF OIL STORAGE LAND, 41 FEET W
 MC1369'OF THE CENTER LINE OF U.S. HIGHWAYS
 MC1369'68 AND 25, 1 FOOT E OF A N-S
 MC1369'FENCELINE.  THE DISK IS STAMPED BALTIMORE NO 1 1943.
 MC1369'
 MC1369'REFERENCE MARK 2 IS 152.71 FEET N OF THE STATION, 33 FEET E
 MC1369'OF THE CENTER LINE
 MC1369'OF U.S. HIGHWAYS 68 AND 25.  IT IS LOCATED ON
 MC1369'THE W EDGE OF A CULTIVATED FIELD.
 MC1369'THE DISK IS STAMPED BALTIMORE
 MC1369'NO 2 1943.
 MC1369'
 MC1369'THE AZIMUTH MARK IS 0.5 MILE N OF THE STATION, ABOUT 60 YARDS
 MC1369'N OF A FARMHOUSE
 MC1369'PAINTED WHITE, 35.6 FEET W OF THE CENTER LINE OF
 MC1369'HIGHWAYS 68 AND 25, AND 2.3 FEET S
 MC1369'OF A STANDARD REFERENCE POST.
 MC1369'THE DISK IS STAMPED BALTIMORE 1943.
 MC1369'
 MC1369'TO REACH THE STATION FROM THE N BALTIMORE RAILROAD STATION, GO
 MC1369'N ON MAIN STREET
 MC1369'FOR 1 BLOCK, HERE TURN RIGHT ON MACADAM ROAD AND
 MC1369'GO 1.5 MILES TO THE JUNCTION OF
 MC1369'HIGHWAYS 68 AND 25, THENCE LEFT ON
 MC1369'HIGHWAYS 68 AND 25 FOR 1.8 MILES TO A LARGE
 MC1369'SIIGNBOARD ON THE RIGHT
 MC1369'AND STATION AS DESCRIBED.
 MC1369'
 MC1369'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON HIGHWAYS
 MC1369'68 AND 25 FOR 0.5
 MC1369'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 MC1369'
 MC1369'HEIGHT OF LIGHT ABOVE STATION MARK-34 METERS.
 MC1369
 MC1369                          STATION RECOVERY (1959)
 MC1369
 MC1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1369'THE MARKS WERE ALL RECOVERED IN GOOD CONDITION.  BECAUSE OF PROPOSED
 MC1369'HIGHWAY CONSTRUCTION THE
 MC1369'SURFACE MARK WAS REMOVED.  IT WAS FOUND PLUMB OVER THE UNDERGROUND
 MC1369'MARK.  DISTANCES AND DIRECTIONS TO
 MC1369'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 MC1369'VERIFIED.  THE AZIMUTH MARK APPEARED TO BE
 MC1369'UNDISTURBED.  THE REFERENCE MARKS AND THE
 MC1369'AZIMUTH MARK WERE LEFT INTACT.
 MC1369'
 MC1369'A NEW STATION, TWO NEW REFERENCE MARKS AND A NEW AZIMUTH MARK WERE
 MC1369'ESTABLISHED.  (SEE
 MC1369'DESCRIPTION FOR BALTIMORE 2 1959)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1370 ***********************************************************************
 MC1370  DESIGNATION -  BALTIMORE 2
 MC1370  PID         -  MC1370
 MC1370  STATE/COUNTY-  OH/WOOD
 MC1370  USGS QUAD   -  NORTH BALTIMORE (1977)
 MC1370
 MC1370                         *CURRENT SURVEY CONTROL
 MC1370  ___________________________________________________________________
 MC1370* NAD 83(1995)-  41 12 27.88691(N)    083 39 01.72437(W)     ADJUSTED  
 MC1370* NAVD 88     -       216.658  (meters)     710.82   (feet)  ADJUSTED  
 MC1370  ___________________________________________________________________
 MC1370  X           -     531,462.957 (meters)                     COMP
 MC1370  Y           -  -4,776,081.026 (meters)                     COMP
 MC1370  Z           -   4,179,927.362 (meters)                     COMP
 MC1370  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 MC1370  ELLIP HEIGHT-         181.22  (meters)          (10/07/05) GPS OBS
 MC1370  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC1370  DYNAMIC HT  -         216.561 (meters)     710.50  (feet)  COMP
 MC1370  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 MC1370
 MC1370  HORZ ORDER  -  FIRST
 MC1370  VERT ORDER  -  FIRST     CLASS II
 MC1370  ELLP ORDER  -  FOURTH    CLASS I
 MC1370
 MC1370.The horizontal coordinates were established by GPS observations
 MC1370.and adjusted by the National Geodetic Survey in April 1998..
 MC1370
 MC1370.The orthometric height was determined by differential leveling
 MC1370.and adjusted by the National Geodetic Survey in January 1994..
 MC1370
 MC1370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1370
 MC1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1370
 MC1370.The ellipsoidal height was determined by GPS observations
 MC1370.and is referenced to NAD 83.
 MC1370
 MC1370.The geoid height was determined by GEOID03.
 MC1370
 MC1370.The dynamic height is computed by dividing the NAVD 88
 MC1370.geopotential number by the normal gravity value computed on the
 MC1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1370.degrees latitude (g = 980.6199 gals.).
 MC1370
 MC1370.The modeled gravity was interpolated from observed gravity values.
 MC1370
 MC1370;                    North         East     Units Scale Factor Converg.
 MC1370;SPC OH N     -   171,767.542   503,517.184   MT  0.99994212   -0 45 20.9
 MC1370;UTM  17      - 4,565,206.694   277,781.424   MT  1.00020778   -1 44 48.6
 MC1370
 MC1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1370!SPC OH N     -   0.99997158  x   0.99994212  =   0.99991370
 MC1370!UTM  17      -   0.99997158  x   1.00020778  =   1.00017935
 MC1370
 MC1370|---------------------------------------------------------------------|
 MC1370| PID    Reference Object                     Distance      Geod. Az  |
 MC1370|                                                           dddmmss.s |
 MC1370| MC1664 BALTIMORE 2 RM 4                     26.394 METERS 01351     |
 MC1370| MC1369 BALTIMORE                            95.349 METERS 06243     |
 MC1370| CU8192 BALTIMORE 2 AZ MK                                  0624304.6 |
 MC1370| MC1663 BALTIMORE 2 RM 3                     26.478 METERS 27118     |
 MC1370|---------------------------------------------------------------------|
 MC1370
 MC1370                          SUPERSEDED SURVEY CONTROL
 MC1370
 MC1370  ELLIP H (04/01/98)  181.25   (m)                       GP(       ) 4 1
 MC1370  NAD 83(1986)-  41 12 27.89537(N)    083 39 01.73444(W) AD(       ) 1
 MC1370  NAD 83(1986)-  41 12 27.89537(N)    083 39 01.73444(W) AD(       ) 3
 MC1370  NAD 27      -  41 12 27.71000(N)    083 39 01.97800(W) AD(       ) 3
 MC1370  NAVD 88 (07/20/95)  216.66   (m)          710.8    (f) LEVELING    3  
 MC1370
 MC1370.Superseded values are not recommended for survey control.
 MC1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1370.See file dsdata.txt to determine how the superseded data were derived.
 MC1370
 MC1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7778165207(NAD 83)
 MC1370_MARKER: DD = SURVEY DISK
 MC1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1370_SP_SET: CONCRETE POST
 MC1370_STAMPING: BALTIMORE 2 1959
 MC1370_MARK LOGO: CGS   
 MC1370_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1370+STABILITY: SURFACE MOTION
 MC1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1370+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 MC1370
 MC1370  HISTORY     - Date     Condition        Report By
 MC1370  HISTORY     - 1959     MONUMENTED       CGS
 MC1370  HISTORY     - 1959     GOOD             CGS
 MC1370  HISTORY     - 19930713 GOOD             NGS
 MC1370  HISTORY     - 19940922 GOOD             OH-063
 MC1370
 MC1370                          STATION DESCRIPTION
 MC1370
 MC1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1370'THE STATION IS ABOUT 2.5 MILES NORTHEAST OF THE SMALL VILLAGE OF
 MC1370'NORTH BALTIMORE, ABOUT 260
 MC1370'FEET WEST OF U.S. HIGHWAY 25 AND IN THE FENCELINE BETWEEN THE
 MC1370'STANDARD OIL CO. TANK FARM AND
 MC1370'THE PROPERTY OF MR. CLAIR J. BLACKALL.
 MC1370'
 MC1370'TO REACH THE STATION FROM THE RAILROAD STATION IN NORTH BALTIMORE, GO
 MC1370'NORTH ON MAIN ST. FOR 1
 MC1370'BLOCK.  TURN RIGHT AND GO EAST ON BLACKTOP ROAD FOR 1.5 MILES TO THE
 MC1370'INTERSECTION OF U.S. HIGHWAY 25.
 MC1370'TURN LEFT AND GO NORTH ON HIGHWAY 25 FOR 1.8 MILES TO
 MC1370'THE NORTH SIDE OF THE TANK FARM AND THE STATION ON
 MC1370'THE LEFT.
 MC1370'
 MC1370'STATION MARKS ARE STANDARD DISKS STAMPED BALTIMORE 2 1959.  THE
 MC1370'SURFACE DISK IS SET IN A
 MC1370'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 48 FEET EAST OF
 MC1370'A 20- INCH HICKORY TREE, 26 FEET
 MC1370'NORTH OF A DIRT FIRE WALL AND 235 FEET NORTHEAST OF AN OIL
 MC1370'STORAGE TANK.  THE UNDERGROUND DISK IS SET IN
 MC1370'AN IRREGULAR MASS OF CONCRETE 30 INCHES
 MC1370'BELOW THE SURFACE OF THE GROUND.
 MC1370'
 MC1370'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BALTIMORE 2 NO 3 1959,
 MC1370'IS SET IN A SQUARE CONCRETE
 MC1370'POST WHICH PROJECTS 3 INCHES.  IT IS 28 FEET WEST OF THE 20-INCH
 MC1370'HICKORY TREE, 1.5 FEET NORTH OF THE
 MC1370'EAST-WEST FENCE AND 27 FEET NORTH OF THE DIRT
 MC1370'FIRE WALL.
 MC1370'
 MC1370'REFERENCE MARK NO. 4 A STANDARD DISK STAMPED BALTIMORE 2 NO 4 1959,
 MC1370'IS SET IN A SQUARE
 MC1370'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 110 FEET NORTHEAST OF
 MC1370'THE 20- INCH HICKORY TREE, 87
 MC1370'FEET NORTH OF THE EAST-WEST FENCE AND 3 FEET WEST OF A NORTH-
 MC1370'SOUTH FENCE.
 MC1370'
 MC1370'AZIMUTH MARK, A STANDARD DISK STAMPED BALTIMORE 2 1959, IS SET IN A
 MC1370'SQUARE CONCRETE POST WHICH
 MC1370'PROJECTS 2 INCHES.  IT IS 30 FEET WEST OF THE WEST RAIL OF THE
 MC1370'RAILROAD TRACKS, 50 FEET NORTH
 MC1370'OF A TELEPHONE POLE AND 175 PACES SOUTH OF A BLACKTOP ROAD
 MC1370'AND NEAR RAILROAD RIGHT-OF-WAY.
 MC1370'
 MC1370'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 25
 MC1370'FOR 0.2 MILE TO A CROSSROAD.
 MC1370'TURN RIGHT AND GO EAST ON A BLACKTOP ROAD FOR 0.2 MILE TO A RAILROAD
 MC1370'CROSSING.  TURN RIGHT AND GO SOUTH
 MC1370'ABOUT 175 YARDS TO THE AZIMUTH MARK ON THE RIGHT.
 MC1370
 MC1370                          STATION RECOVERY (1959)
 MC1370
 MC1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MC1370'RECOVERED IN GOOD CONDITION.
 MC1370
 MC1370                          STATION RECOVERY (1993)
 MC1370
 MC1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC1370'16.7 KM (10.35 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 MC1370'JUNCTION OF U.S. HIGHWAY 224 IN FINDLAY (EXIT 159), 42.2 M (138.5
 MC1370'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 MC1370'26.5 M (86.9 FT) EAST OF REFERENCE MARK 3, 26.4 M (86.6 FT)
 MC1370'SOUTH-SOUTHWEST OF REFERENCE MARK 4, 15.7 M (51.5 FT) WEST OF THE
 MC1370'CENTER OF INSLEY ROAD, 3.1 M (10.2 FT) WEST OF A FENCE CORNER, 0.9 M
 MC1370'(3.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND
 MC1370'THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 MC1370
 MC1370                          STATION RECOVERY (1994)
 MC1370
 MC1370'RECOVERY NOTE BY HANCOCK COUNTY OHIO 1994 (TM)
 MC1370'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1663 ***********************************************************************
 MC1663  DESIGNATION -  BALTIMORE 2 RM 3
 MC1663  PID         -  MC1663
 MC1663  STATE/COUNTY-  OH/WOOD
 MC1663  USGS QUAD   -  NORTH BALTIMORE (1977)
 MC1663
 MC1663                         *CURRENT SURVEY CONTROL
 MC1663  ___________________________________________________________________
 MC1663* NAD 83(1986)-  41 12 27.     (N)    083 39 01.     (W)     SCALED    
 MC1663* NAVD 88     -       216.600  (meters)     710.63   (feet)  ADJUSTED  
 MC1663  ___________________________________________________________________
 MC1663  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC1663  DYNAMIC HT  -         216.504 (meters)     710.31  (feet)  COMP
 MC1663  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 MC1663
 MC1663  VERT ORDER  -  FIRST     CLASS II
 MC1663
 MC1663.The horizontal coordinates were scaled from a topographic map and have
 MC1663.an estimated accuracy of +/- 6 seconds.
 MC1663
 MC1663.The orthometric height was determined by differential leveling
 MC1663.and adjusted by the National Geodetic Survey in January 1994..
 MC1663
 MC1663.The geoid height was determined by GEOID03.
 MC1663
 MC1663.The dynamic height is computed by dividing the NAVD 88
 MC1663.geopotential number by the normal gravity value computed on the
 MC1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1663.degrees latitude (g = 980.6199 gals.).
 MC1663
 MC1663.The modeled gravity was interpolated from observed gravity values.
 MC1663
 MC1663;                    North         East    Units  Estimated Accuracy
 MC1663;SPC OH N     -   171,740.      503,530.      MT  (+/- 180 meters Scaled)
 MC1663
 MC1663                          SUPERSEDED SURVEY CONTROL
 MC1663
 MC1663.No superseded survey control is available for this station.
 MC1663
 MC1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF777651(NAD 83)
 MC1663_MARKER: DR = REFERENCE MARK DISK
 MC1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1663_SP_SET: CONCRETE POST
 MC1663_STAMPING: BALTIMORE 2 NO 3 1959
 MC1663_MARK LOGO: CGS   
 MC1663_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1663+STABILITY: SURFACE MOTION
 MC1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1663+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1993
 MC1663
 MC1663  HISTORY     - Date     Condition        Report By
 MC1663  HISTORY     - 1959     MONUMENTED       CGS
 MC1663  HISTORY     - 19930713 GOOD             NGS
 MC1663
 MC1663                          STATION DESCRIPTION
 MC1663
 MC1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1663'16.7 KM (10.35 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 MC1663'JUNCTION OF U.S. HIGHWAY 224 IN FINDLAY (EXIT 159), 68.7 M (225.4
 MC1663'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 MC1663'42.2 M (138.5 FT) WEST OF THE CENTER OF INSLEY ROAD, 29.6 M (97.1 FT)
 MC1663'WEST OF A FENCE CORNER POST, 26.5 M (86.9 FT) WEST OF TRIANGULATION
 MC1663'STATION BALTIMORE 2, 0.3 M (1.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT)
 MC1663'EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 MC1663'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1664 ***********************************************************************
 MC1664  DESIGNATION -  BALTIMORE 2 RM 4
 MC1664  PID         -  MC1664
 MC1664  STATE/COUNTY-  OH/WOOD
 MC1664  USGS QUAD   -  NORTH BALTIMORE (1977)
 MC1664
 MC1664                         *CURRENT SURVEY CONTROL
 MC1664  ___________________________________________________________________
 MC1664* NAD 83(1986)-  41 12 27.     (N)    083 39 01.     (W)     SCALED    
 MC1664* NAVD 88     -       216.470  (meters)     710.20   (feet)  ADJUSTED  
 MC1664  ___________________________________________________________________
 MC1664  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC1664  DYNAMIC HT  -         216.373 (meters)     709.88  (feet)  COMP
 MC1664  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 MC1664
 MC1664  VERT ORDER  -  FIRST     CLASS II
 MC1664
 MC1664.The horizontal coordinates were scaled from a topographic map and have
 MC1664.an estimated accuracy of +/- 6 seconds.
 MC1664
 MC1664.The orthometric height was determined by differential leveling
 MC1664.and adjusted by the National Geodetic Survey in January 1994..
 MC1664
 MC1664.The geoid height was determined by GEOID03.
 MC1664
 MC1664.The dynamic height is computed by dividing the NAVD 88
 MC1664.geopotential number by the normal gravity value computed on the
 MC1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1664.degrees latitude (g = 980.6199 gals.).
 MC1664
 MC1664.The modeled gravity was interpolated from observed gravity values.
 MC1664
 MC1664;                    North         East    Units  Estimated Accuracy
 MC1664;SPC OH N     -   171,740.      503,530.      MT  (+/- 180 meters Scaled)
 MC1664
 MC1664                          SUPERSEDED SURVEY CONTROL
 MC1664
 MC1664.No superseded survey control is available for this station.
 MC1664
 MC1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF777651(NAD 83)
 MC1664_MARKER: DR = REFERENCE MARK DISK
 MC1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1664_SP_SET: CONCRETE POST
 MC1664_STAMPING: BALTIMORE 2 NO 4 1959
 MC1664_MARK LOGO: CGS   
 MC1664_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1664+STABILITY: SURFACE MOTION
 MC1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1664+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1993
 MC1664
 MC1664  HISTORY     - Date     Condition        Report By
 MC1664  HISTORY     - 1959     MONUMENTED       CGS
 MC1664  HISTORY     - 19930713 GOOD             NGS
 MC1664
 MC1664                          STATION DESCRIPTION
 MC1664
 MC1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1664'16.7 KM (10.35 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 MC1664'JUNCTION OF U.S. HIGHWAY 224 IN FINDLAY (EXIT 159), 34.3 M (112.5
 MC1664'FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 MC1664'26.4 M (86.6 FT) NORTH-NORTHEAST OF TRIANGULATION STATION BALTIMORE
 MC1664'2, 26.4 M (86.6 FT) NORTH OF A FENCE CORNER POST, 9.2 M (30.2 FT)
 MC1664'WEST OF THE CENTER OF INSLEY ROAD, 0.3 M (1.0 FT) EAST OF A WITNESS
 MC1664'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 MC1664'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1106 ***********************************************************************
 HY1106  DESIGNATION -  BA=NAIL
 HY1106  PID         -  HY1106
 HY1106  STATE/COUNTY-  OH/SCIOTO
 HY1106  USGS QUAD   -  MINFORD (1990)
 HY1106
 HY1106                         *CURRENT SURVEY CONTROL
 HY1106  ___________________________________________________________________
 HY1106* NAD 83(1986)-  38 46 31.     (N)    082 49 17.     (W)     SCALED    
 HY1106* NAVD 88     -       177.012  (meters)     580.75   (feet)  ADJUSTED  
 HY1106  ___________________________________________________________________
 HY1106  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 HY1106  DYNAMIC HT  -         176.900 (meters)     580.38  (feet)  COMP
 HY1106  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 HY1106
 HY1106  VERT ORDER  -  SECOND    CLASS 0
 HY1106
 HY1106.The horizontal coordinates were scaled from a topographic map and have
 HY1106.an estimated accuracy of +/- 6 seconds.
 HY1106
 HY1106.The orthometric height was determined by differential leveling
 HY1106.and adjusted by the National Geodetic Survey in June 1991..
 HY1106
 HY1106.The geoid height was determined by GEOID03.
 HY1106
 HY1106.The dynamic height is computed by dividing the NAVD 88
 HY1106.geopotential number by the normal gravity value computed on the
 HY1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1106.degrees latitude (g = 980.6199 gals.).
 HY1106
 HY1106.The modeled gravity was interpolated from observed gravity values.
 HY1106
 HY1106;                    North         East    Units  Estimated Accuracy
 HY1106;SPC OH S     -    86,120.      572,070.      MT  (+/- 180 meters Scaled)
 HY1106
 HY1106                          SUPERSEDED SURVEY CONTROL
 HY1106
 HY1106  NGVD 29 (??/??/92)  177.189  (m)          581.33   (f) ADJ UNCH    2 0
 HY1106
 HY1106.Superseded values are not recommended for survey control.
 HY1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1106.See file dsdata.txt to determine how the superseded data were derived.
 HY1106
 HY1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC417934(NAD 83)
 HY1106_MARKER: N = NAIL
 HY1106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1106_SP_SET: HICKORY TREE ROOT
 HY1106_STAMPING: BA
 HY1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1106
 HY1106  HISTORY     - Date     Condition        Report By
 HY1106  HISTORY     - UNK      MONUMENTED       CGS
 HY1106  HISTORY     - 1958     GOOD             NGS
 HY1106
 HY1106                          STATION DESCRIPTION
 HY1106
 HY1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1106'1.6 MI NE FROM SOLOCUM.
 HY1106'1.55 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY1106'ITS CROSSING OF STATE HIGHWAY 140 AT SLOCUM, IN SECTION 35,
 HY1106'T 4N, R 20W, NEAR MILEAGE POLE 45-11, AT A GRAVEL ROAD CROSSING,
 HY1106'83.9 FEET SOUTH AND ACROSS THE ROAD FROM BENCH MARK H 72, 49
 HY1106'FEET WEST OF THE WEST RAIL, AND SET IN THE TOP OF A NOTCH CUT
 HY1106'IN THE TOP OF A LARGE ROOT ON THE WEST SIDE OF A 16-INCH HICKORY
 HY1106'TREE IN A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2113 ***********************************************************************
 MB2113  DESIGNATION -  BANDIT
 MB2113  PID         -  MB2113
 MB2113  STATE/COUNTY-  OH/ASHTABULA
 MB2113  USGS QUAD   -  GENEVA (1994)
 MB2113
 MB2113                         *CURRENT SURVEY CONTROL
 MB2113  ___________________________________________________________________
 MB2113* NAD 83(1995)-  41 51 42.70078(N)    080 57 10.04974(W)     ADJUSTED  
 MB2113* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 MB2113  ___________________________________________________________________
 MB2113  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 MB2113  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 MB2113
 MB2113  HORZ ORDER  -  THIRD
 MB2113
 MB2113.The horizontal coordinates were established by classical geodetic methods
 MB2113.and adjusted by the National Geodetic Survey in April 1998..
 MB2113.No horizontal observational check was made to the station.
 MB2113
 MB2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2113
 MB2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2113
 MB2113.The geoid height was determined by GEOID03.
 MB2113
 MB2113;                    North         East     Units Scale Factor Converg.
 MB2113;SPC OH N     -   244,917.846   728,462.051   MT  1.00003523   +1 00 59.2
 MB2113;UTM  17      - 4,634,440.109   503,918.132   MT  0.99960019   +0 01 53.4
 MB2113
 MB2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2113!SPC OH N     -   0.99997801  x   1.00003523  =   1.00001324
 MB2113!UTM  17      -   0.99997801  x   0.99960019  =   0.99957821
 MB2113
 MB2113                          SUPERSEDED SURVEY CONTROL
 MB2113
 MB2113  NAD 83(1986)-  41 51 42.70525(N)    080 57 10.05233(W) AD(       ) 3
 MB2113  NAD 27      -  41 51 42.54695(N)    080 57 10.73295(W) AD(       ) 3
 MB2113  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 MB2113
 MB2113.Superseded values are not recommended for survey control.
 MB2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2113.See file dsdata.txt to determine how the superseded data were derived.
 MB2113
 MB2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG0391834440(NAD 83)
 MB2113_MARKER: DD = SURVEY DISK
 MB2113_SETTING: 0 = UNSPECIFIED SETTING
 MB2113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2113
 MB2113  HISTORY     - Date     Condition        Report By
 MB2113  HISTORY     - 1974     MONUMENTED       USLS
 MB2113  HISTORY     - 19931104 MARK NOT FOUND   OHDT
 MB2113  HISTORY     - 19960804 MARK NOT FOUND   USPSQD
 MB2113
 MB2113                          STATION DESCRIPTION
 MB2113
 MB2113'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2113'THIRD ORDER EODM TRAVERSE STATION CLASS II - POSITIONED DIRECT BY
 MB2113'RANGE/AZIMUTH OBSERVATIONS FROM FAIRPORT LSC 1974
 MB2113'
 MB2113'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF GENEVA, OHIO IN THE
 MB2113'TOWN OF GENEVA-ON-THE-LAKE, ATOP A CONCRETE WALK AT THE FOOT OF AN
 MB2113'UNNAMED ROAD WHICH RUNS NORTH/SOUTH AND IS LOCATED JUST WEST OF THE
 MB2113'GENEVA-ON-THE-LAKES CITY HALL.
 MB2113'
 MB2113'TO REACH FROM GENEVA-ON-THE-LAKE POST OFFICE PROCEED ON FOOT
 MB2113'60 FEET WEST ALONG STATE HIGHWAY 531 TO THE DIRT ROAD ON THE
 MB2113'NORTH.  TURN NORTH AND PROCEED APPROXIMATELY 300 FEET TO THE END
 MB2113'OF THIS ROAD AND DOWN THE CONCRETE WALK TO THE BEACH.  THE STATION
 MB2113'IS ATOP THE WALK WHERE IT IS BROKEN OFF AT THE CORRUGATED STEEL
 MB2113'RETAINING WALL.
 MB2113'
 MB2113'THE STATION MARK IS A STANDARD BLANK BRONZE DISK SET INTO THE TOP
 MB2113'OF THE CONCRETE WALK, 4.20 FT. FROM THE EASTERN EDGE, 3.97 FT. FROM
 MB2113'THE WESTERN EDGE, AND 20.67 FT. FROM THE SOUTHERNMOST EDGE WHERE
 MB2113'THE WALK CRACKED OFF NEAR THE RETAINING WALL.  THE DISK IS STAMPED
 MB2113'BANDIT LSC HYDRO 1974
 MB2113'
 MB2113'NO REFERENCE MARKS WERE SET.
 MB2113'
 MB2113'VISIBILITY IS GOOD TO THE EAST AND SEAWARD.
 MB2113
 MB2113                          STATION RECOVERY (1993)
 MB2113
 MB2113'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2113'---------REPORT BY OHDT---------YEAR 1993--------CONDITION -NOT FOUND
 MB2113' 
 MB2113'BEACH AREA WAS INCREASED IN 1983, DISK MAY HAVE BEEN DESTROYED.
 MB2113
 MB2113                          STATION RECOVERY (1996)
 MB2113
 MB2113'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1507 ***********************************************************************
 MC1507  DESIGNATION -  BANK
 MC1507  PID         -  MC1507
 MC1507  STATE/COUNTY-  OH/LUCAS
 MC1507  USGS QUAD   -  TOLEDO (1980)
 MC1507
 MC1507                         *CURRENT SURVEY CONTROL
 MC1507  ___________________________________________________________________
 MC1507* NAD 83(1995)-  41 39 04.91687(N)    083 32 07.27796(W)     ADJUSTED  
 MC1507* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 MC1507  ___________________________________________________________________
 MC1507  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 MC1507  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC1507
 MC1507  HORZ ORDER  -  FIRST
 MC1507
 MC1507.The horizontal coordinates were established by classical geodetic methods
 MC1507.and adjusted by the National Geodetic Survey in April 1998..
 MC1507
 MC1507.The orthometric height was scaled from a topographic map.
 MC1507
 MC1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1507
 MC1507.The geoid height was determined by GEOID03.
 MC1507
 MC1507;                    North         East     Units Scale Factor Converg.
 MC1507;SPC OH N     -   220,910.549   513,756.225   MT  0.99999098   -0 40 48.6
 MC1507;UTM  17      - 4,614,174.434   288,877.557   MT  1.00014854   -1 41 08.2
 MC1507
 MC1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1507!SPC OH N     -   0.99997702  x   0.99999098  =   0.99996800
 MC1507!UTM  17      -   0.99997702  x   1.00014854  =   1.00012556
 MC1507
 MC1507:                Primary Azimuth Mark                     Grid Az
 MC1507:SPC OH N     -  TOLEDO OHIO FUEL GAS CO SPIPE            065 43 12.9
 MC1507:UTM  17      -  TOLEDO OHIO FUEL GAS CO SPIPE            066 43 32.5
 MC1507
 MC1507|---------------------------------------------------------------------|
 MC1507| PID    Reference Object                     Distance      Geod. Az  |
 MC1507|                                                           dddmmss.s |
 MC1507| MC1283 TOLEDO OHIO FUEL GAS CO SPIPE       APPROX. 4.3 KM 0650224.3 |
 MC1507| MC1506 TOLEDO ECCLESIA ST ANTHONII CH      APPROX. 3.6 KM 2595748.8 |
 MC1507|---------------------------------------------------------------------|
 MC1507
 MC1507                          SUPERSEDED SURVEY CONTROL
 MC1507
 MC1507  NAD 83(1995)-  41 39 04.91679(N)    083 32 07.27771(W) AD(       ) 1
 MC1507  NAD 83(1986)-  41 39 04.93399(N)    083 32 07.29317(W) AD(       ) 1
 MC1507  NAD 27      -  41 39 04.74500(N)    083 32 07.53500(W) AD(       ) 1
 MC1507
 MC1507.Superseded values are not recommended for survey control.
 MC1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1507.See file dsdata.txt to determine how the superseded data were derived.
 MC1507
 MC1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8887814174(NAD 83)
 MC1507_MARKER: Z = SEE DESCRIPTION
 MC1507_SETTING: 0 = UNSPECIFIED SETTING
 MC1507_MARK LOGO: OH8120
 MC1507_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1507
 MC1507  HISTORY     - Date     Condition        Report By
 MC1507  HISTORY     - 1943     MONUMENTED       OH8120
 MC1507  HISTORY     - 1943     GOOD             OH8120
 MC1507  HISTORY     - 1983     GOOD             USPSQD
 MC1507  HISTORY     - 19921204 SEE DESCRIPTION  NGS
 MC1507
 MC1507                          STATION DESCRIPTION
 MC1507
 MC1507'DESCRIBED BY CITY OF TOLEDO OHIO 1943 (APR)
 MC1507'STATION IS LOCATED ON THE ROOF OF A PENTHOUSE ON THE OHIO BANK
 MC1507'BUILDING.  THIS
 MC1507'BUILDING IS LOCATED IN THE CITY OF TOLEDO AT THE
 MC1507'SW CORNER OF MADISON AND ST. CLAIR
 MC1507'STREETS.  THE MARK IS A COPPER
 MC1507'BOLT SET IN THE CONCRETE ROOF OF THE PENTHOUSE.  IT
 MC1507'IS 5.87 FEET
 MC1507'N OF THE S LEDGE, 6.24 FEET E OF THE W LEDGE, 6.55 FEET S OF THE
 MC1507'N LEDGE AND 6.29
 MC1507'FEET W OF THE E LEDGE.
 MC1507'
 MC1507'NO REFERENCE MARKS WERE SET.
 MC1507
 MC1507                          STATION RECOVERY (1943)
 MC1507
 MC1507'RECOVERY NOTE BY CITY OF TOLEDO OHIO 1943
 MC1507'RECOVERED IN GOOD CONDITION.
 MC1507
 MC1507                          STATION RECOVERY (1983)
 MC1507
 MC1507'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 MC1507'STATION RECOVERED GOOD.
 MC1507'
 MC1507'HORIZONTAL CONTROL DATA.
 MC1507'
 MC1507'DISCRIPTION SHOULD READ OHIO CITIZENS BANK BUILDING NOT (OHIO BANK
 MC1507'BUILDING).
 MC1507
 MC1507                          STATION RECOVERY (1992)
 MC1507
 MC1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC1507'NOT FOUND.  THE ROOF MAY HAVE BEEN REBUILT AS IT DOES NOT FIT THE
 MC1507'DIMENSIONS GIVEN IN THE DESCRIPTION.  IF THE MARK STILL EXISTS IT IS
 MC1507'PROBABLY UNDER THE BASE OF A LARGE AIR RAID SIREN MOUNTED ON THE
 MC1507'ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2960 ***********************************************************************
 JZ2960  DESIGNATION -  BAPTIST
 JZ2960  PID         -  JZ2960
 JZ2960  STATE/COUNTY-  OH/MONTGOMERY
 JZ2960  USGS QUAD   -  MIAMISBURG (1987)
 JZ2960
 JZ2960                         *CURRENT SURVEY CONTROL
 JZ2960  ___________________________________________________________________
 JZ2960* NAD 83(1995)-  39 44 46.77342(N)    084 18 27.89516(W)     ADJUSTED  
 JZ2960* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 JZ2960  ___________________________________________________________________
 JZ2960  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 JZ2960  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JZ2960
 JZ2960  HORZ ORDER  -  FIRST
 JZ2960
 JZ2960.The horizontal coordinates were established by classical geodetic methods
 JZ2960.and adjusted by the National Geodetic Survey in April 1998..
 JZ2960
 JZ2960.The orthometric height was scaled from a topographic map.
 JZ2960
 JZ2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2960
 JZ2960.The geoid height was determined by GEOID03.
 JZ2960
 JZ2960;                    North         East     Units Scale Factor Converg.
 JZ2960;SPC OH S     -   195,418.504   445,076.848   MT  0.99995582   -1 08 49.4
 JZ2960;UTM  16      - 4,403,069.086   730,673.552   MT  1.00025514   +1 43 19.8
 JZ2960
 JZ2960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2960!SPC OH S     -   0.99995817  x   0.99995582  =   0.99991400
 JZ2960!UTM  16      -   0.99995817  x   1.00025514  =   1.00021330
 JZ2960
 JZ2960:                Primary Azimuth Mark                     Grid Az
 JZ2960:SPC OH S     -  PRESTON                                  090 31 28.2
 JZ2960:UTM  16      -  PRESTON                                  087 39 19.0
 JZ2960
 JZ2960|---------------------------------------------------------------------|
 JZ2960| PID    Reference Object                     Distance      Geod. Az  |
 JZ2960|                                                           dddmmss.s |
 JZ2960| JZ2959 PRESTON                             APPROX. 0.6 KM 0892238.8 |
 JZ2960|---------------------------------------------------------------------|
 JZ2960
 JZ2960                          SUPERSEDED SURVEY CONTROL
 JZ2960
 JZ2960  NAD 83(1986)-  39 44 46.78132(N)    084 18 27.90037(W) AD(       ) 1
 JZ2960  NAD 27      -  39 44 46.58400(N)    084 18 28.10600(W) AD(       ) 1
 JZ2960
 JZ2960.Superseded values are not recommended for survey control.
 JZ2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2960.See file dsdata.txt to determine how the superseded data were derived.
 JZ2960
 JZ2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3067403069(NAD 83)
 JZ2960_MARKER: DS = TRIANGULATION STATION DISK
 JZ2960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2960_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ2960_STAMPING: BAPTIST 1927
 JZ2960_MARK LOGO: CGS   
 JZ2960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2960+STABILITY: SURFACE MOTION
 JZ2960
 JZ2960  HISTORY     - Date     Condition        Report By
 JZ2960  HISTORY     - 1927     MONUMENTED       CGS
 JZ2960  HISTORY     - 1935     GOOD             CGS
 JZ2960  HISTORY     - 1938     GOOD             CGS
 JZ2960  HISTORY     - 1955     MARK NOT FOUND   CGS
 JZ2960  HISTORY     - 1962     MARK NOT FOUND   VOGI
 JZ2960
 JZ2960                          STATION DESCRIPTION
 JZ2960
 JZ2960'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ2960'STATION IS ABOUT 7 MILES W OF DAYTON ON THE EATON PIKE.  IT IS 2.45
 JZ2960'METERS (8.04 FEET) S OF THE S RAIL OF THE D. AND W.  INTERURBAN ABOUT
 JZ2960'45 METERS (150 FEET) W OF THE WHITE CLOVER INN AND IN FRONT OF THE
 JZ2960'OHIO WOMENS BAPTIST HOME FOR AGED WOMEN.  IT IS 3.10 METERS (10.17
 JZ2960'FEET) N OF THE CENTER LINE OF THE EATON PIKE.  MARK IS A STANDARD
 JZ2960'BRONZE DISK IN CONCRETE.
 JZ2960'
 JZ2960'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
 JZ2960
 JZ2960                          STATION RECOVERY (1935)
 JZ2960
 JZ2960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JZ2960'MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.  THE EATON PIKE IS NOW
 JZ2960'OHIO 11 AND BRICK PAVED.  THE STATION MARK IS 18 INCHES N FROM THE
 JZ2960'N SIDE OF THE BRICK ROAD PAVEMENT AND LEVEL WITH THE GRAVEL SURFACE
 JZ2960'ON SHOULDER OF THE ROAD.  IT IS 18 PACES E OF THE ENTRANCE TO THE
 JZ2960'OHIO STATE WOMENS HOME FOR AGED WOMEN.
 JZ2960
 JZ2960                          STATION RECOVERY (1938)
 JZ2960
 JZ2960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ2960'STATION WAS RECOVERED IN GOOD CONDITION EXCEPT THAT TOP OF CONCRETE
 JZ2960'IS SLIGHTLY CHIPPED FROM TRAFFIC.  IT IS A FIRST ORDER TRAVERSE
 JZ2960'STATION.
 JZ2960'
 JZ2960'STATION IS ABOUT 7 MILES W OF CENTER OF DAYTON ON U.S. 35, 3.0 MILES
 JZ2960'W OF TRAFFIC LIGHT AT NE CORNER OF NATIONAL MILITARY HOME, IN
 JZ2960'FRONT OF THE OHIO STATE MISSIONARY HOME FOR AGED WOMEN, 27 FEET SW OF
 JZ2960'D.P. AND L. CO. POLE NO. 289, 10.17 FEET N OF THE CENTER LINE OF
 JZ2960'35, MARK IS FLUSH WITH GROUND AND IS STAMPED BAPTIST, 1927.
 JZ2960
 JZ2960                          STATION RECOVERY (1955)
 JZ2960
 JZ2960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JLS)
 JZ2960'STATION NOT FOUND.
 JZ2960
 JZ2960                          STATION RECOVERY (1962)
 JZ2960
 JZ2960'RECOVERY NOTE BY VOGI IVERS AND ASSOCIATES 1962
 JZ2960'COULD NOT FIND STATION.  ROAD HAS BEEN RESURFACED AND PROBABLY
 JZ2960'WIDENED.  MONUMENT MAY BE COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3286 ***********************************************************************
 AE3286  DESIGNATION -  BARB
 AE3286  PID         -  AE3286
 AE3286  STATE/COUNTY-  OH/MONTGOMERY
 AE3286  USGS QUAD   -  WEST MILTON (1979)
 AE3286
 AE3286                         *CURRENT SURVEY CONTROL
 AE3286  ___________________________________________________________________
 AE3286* NAD 83(1995)-  39 53 11.72814(N)    084 15 02.45469(W)     ADJUSTED  
 AE3286* NAVD 88     -       301.0    (meters)     988.     (feet)  GPS OBS   
 AE3286  ___________________________________________________________________
 AE3286  X           -     490,963.431 (meters)                     COMP
 AE3286  Y           -  -4,876,344.299 (meters)                     COMP
 AE3286  Z           -   4,068,503.209 (meters)                     COMP
 AE3286  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AE3286  ELLIP HEIGHT-         267.93  (meters)          (10/07/05) GPS OBS
 AE3286  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AE3286
 AE3286  HORZ ORDER  -  FIRST
 AE3286  ELLP ORDER  -  FOURTH    CLASS I
 AE3286
 AE3286.The horizontal coordinates were established by GPS observations
 AE3286.and adjusted by the National Geodetic Survey in September 1997..
 AE3286
 AE3286.The orthometric height was determined by GPS observations and a
 AE3286.high-resolution geoid model.
 AE3286
 AE3286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3286
 AE3286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3286
 AE3286.The ellipsoidal height was determined by GPS observations
 AE3286.and is referenced to NAD 83.
 AE3286
 AE3286.The geoid height was determined by GEOID03.
 AE3286
 AE3286;                    North         East     Units Scale Factor Converg.
 AE3286;SPC OH S     -   210,892.461   450,268.734   MT  0.99997426   -1 06 39.0
 AE3286;UTM  16      - 4,418,788.506   735,084.950   MT  1.00028042   +1 45 49.9
 AE3286
 AE3286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3286!SPC OH S     -   0.99995797  x   0.99997426  =   0.99993223
 AE3286!UTM  16      -   0.99995797  x   1.00028042  =   1.00023838
 AE3286
 AE3286|---------------------------------------------------------------------|
 AE3286| PID    Reference Object                     Distance      Geod. Az  |
 AE3286|                                                           dddmmss.s |
 AE3286| AE3352 BARB AZ MK                          297.000 METERS 08830     |
 AE3286|---------------------------------------------------------------------|
 AE3286
 AE3286                          SUPERSEDED SURVEY CONTROL
 AE3286
 AE3286  ELLIP H (09/11/97)  268.01   (m)                       GP(       ) 4 1
 AE3286
 AE3286.Superseded values are not recommended for survey control.
 AE3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3286.See file dsdata.txt to determine how the superseded data were derived.
 AE3286
 AE3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3508518789(NAD 83)
 AE3286_MARKER: DD = SURVEY DISK
 AE3286_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3286_STAMPING: BARB
 AE3286_MARK LOGO: CODDOP
 AE3286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3286+STABILITY: SURFACE MOTION
 AE3286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3286+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3286
 AE3286  HISTORY     - Date     Condition        Report By
 AE3286  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3286
 AE3286                          STATION DESCRIPTION
 AE3286
 AE3286'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3286'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM INTERSECTION OF I-75
 AE3286'AND RT 40 IN MONTGOMERY COUNTY GO WEST ALONG RT 40 FOR 3.6 MI (5.8 KM)
 AE3286'TO THE STATION ON RIGHT. ABOUT 0.05 MI (0.08 KM) WEST OF DOGLEG RD.
 AE3286'STATION IS A BRONZE DISK IN CONCRETE INSCRIBED CITY OF DAYTON
 AE3286'DEPARTMENT OF PLANNING, STAMPED BARB, AND IS FLUSH WITH THE SURFACE OF
 AE3286'THE GROUND. STATION IS LOCATED 33.3 FT (10.1 M) NORTH FROM THE
 AE3286'CENTERLINE OF RT 40, 6.6 FT (2.0 M) SOUTH OF A WIRE FENCE, AND 202.9
 AE3286'FT (61.8 M) WEST OF THE WEST END OF A GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3352 ***********************************************************************
 AE3352  DESIGNATION -  BARB AZ MK
 AE3352  PID         -  AE3352
 AE3352  STATE/COUNTY-  OH/MONTGOMERY
 AE3352  USGS QUAD   -  TIPP CITY (1992)
 AE3352
 AE3352                         *CURRENT SURVEY CONTROL
 AE3352  ___________________________________________________________________
 AE3352* NAD 83(1995)-  39 53 11.97929(N)    084 14 49.95879(W)     ADJUSTED  
 AE3352* NAVD 88     -       305.4    (meters)    1002.     (feet)  GPS OBS   
 AE3352  ___________________________________________________________________
 AE3352  X           -     491,258.684 (meters)                     COMP
 AE3352  Y           -  -4,876,312.910 (meters)                     COMP
 AE3352  Z           -   4,068,511.930 (meters)                     COMP
 AE3352  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AE3352  ELLIP HEIGHT-         272.26  (meters)          (10/07/05) GPS OBS
 AE3352  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AE3352
 AE3352  HORZ ORDER  -  FIRST
 AE3352  ELLP ORDER  -  FOURTH    CLASS I
 AE3352
 AE3352.The horizontal coordinates were established by GPS observations
 AE3352.and adjusted by the National Geodetic Survey in September 1997..
 AE3352
 AE3352.The orthometric height was determined by GPS observations and a
 AE3352.high-resolution geoid model.
 AE3352
 AE3352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3352
 AE3352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3352
 AE3352.The ellipsoidal height was determined by GPS observations
 AE3352.and is referenced to NAD 83.
 AE3352
 AE3352.The geoid height was determined by GEOID03.
 AE3352
 AE3352;                    North         East     Units Scale Factor Converg.
 AE3352;SPC OH S     -   210,894.456   450,565.719   MT  0.99997427   -1 06 31.1
 AE3352;UTM  16      - 4,418,805.398   735,381.553   MT  1.00028214   +1 45 57.9
 AE3352
 AE3352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3352!SPC OH S     -   0.99995729  x   0.99997427  =   0.99993156
 AE3352!UTM  16      -   0.99995729  x   1.00028214  =   1.00023942
 AE3352
 AE3352|---------------------------------------------------------------------|
 AE3352| PID    Reference Object                     Distance      Geod. Az  |
 AE3352|                                                           dddmmss.s |
 AE3352| AE3286 BARB                                297.000 METERS 26830     |
 AE3352|---------------------------------------------------------------------|
 AE3352
 AE3352                          SUPERSEDED SURVEY CONTROL
 AE3352
 AE3352  ELLIP H (09/11/97)  272.35   (m)                       GP(       ) 4 1
 AE3352
 AE3352.Superseded values are not recommended for survey control.
 AE3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3352.See file dsdata.txt to determine how the superseded data were derived.
 AE3352
 AE3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3538218805(NAD 83)
 AE3352_MARKER: DD = SURVEY DISK
 AE3352_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3352_STAMPING: BARB AZ
 AE3352_MARK LOGO: CODDOP
 AE3352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3352+STABILITY: SURFACE MOTION
 AE3352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3352+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3352
 AE3352  HISTORY     - Date     Condition        Report By
 AE3352  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3352
 AE3352                          STATION DESCRIPTION
 AE3352
 AE3352'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3352'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3352'I-75 AND RT 40 IN MONTGOMERY COUNTY GO WEST ALONG RT 40 FOR 3.2 MI
 AE3352'(5.1 KM)  TO STATION ON THE LEFT, JUST WEST OF DOGLEG RD. STATION IS A
 AE3352'BRONZE DISK IN CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF
 AE3352'PLANNING, STAMPED BARB AZ, AND IS FLUSH WITH THE SURFACE OF THE
 AE3352'GROUND. STATION IS LOCATED 0.1 MI (0.2 KM) WEST OF DOGLEG RD, 45.5 FT
 AE3352'(13.9 M) SOUTH OF RT 40, 57.9 FT (17.6 M) EAST OF POWER
 AE3352'POLE(NO.248629), AND 52.9 FT (16.1 M) SOUTHWEST OF A ROAD AHEAD SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2924 ***********************************************************************
 MB2924  DESIGNATION -  BARBERTON
 MB2924  PID         -  MB2924
 MB2924  STATE/COUNTY-  OH/SUMMIT
 MB2924  USGS QUAD   -  AKRON WEST (1994)
 MB2924
 MB2924                         *CURRENT SURVEY CONTROL
 MB2924  ___________________________________________________________________
 MB2924* NAD 83(1995)-  41 02 03.31700(N)    081 35 26.72902(W)     ADJUSTED  
 MB2924* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 MB2924  ___________________________________________________________________
 MB2924  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 MB2924  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MB2924
 MB2924  HORZ ORDER  -  FIRST
 MB2924
 MB2924.The horizontal coordinates were established by classical geodetic methods
 MB2924.and adjusted by the National Geodetic Survey in April 1998..
 MB2924
 MB2924.The orthometric height was scaled from a topographic map.
 MB2924
 MB2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2924
 MB2924.The geoid height was determined by GEOID03.
 MB2924
 MB2924;                    North         East     Units Scale Factor Converg.
 MB2924;SPC OH N     -   152,263.521   676,453.594   MT  0.99993931   +0 35 50.4
 MB2924;UTM  17      - 4,542,727.745   450,341.951   MT  0.99963035   -0 23 16.2
 MB2924
 MB2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2924!SPC OH N     -   0.99995428  x   0.99993931  =   0.99989359
 MB2924!UTM  17      -   0.99995428  x   0.99963035  =   0.99958465
 MB2924
 MB2924|---------------------------------------------------------------------|
 MB2924| PID    Reference Object                     Distance      Geod. Az  |
 MB2924|                                                           dddmmss.s |
 MB2924| MB1338 BARBERTON RM 1                      106.514 METERS 00511     |
 MB2924| MB2927 BARBERTON N MUN SPIPE               122.614 METERS 01115     |
 MB2924| MB1339 BARBERTON RM 2                      111.727 METERS 01945     |
 MB2924| MB2884 AKRON WOOSTER AVE MUN TANK          APPROX. 5.2 KM 0385522.6 |
 MB2924| MB2925 BARBERTON RESERVE STANDPIPE         APPROX. 2.6 KM 3114325.7 |
 MB2924|---------------------------------------------------------------------|
 MB2924
 MB2924                          SUPERSEDED SURVEY CONTROL
 MB2924
 MB2924  NAD 83(1986)-  41 02 03.31628(N)    081 35 26.74516(W) AD(       ) 1
 MB2924  NAD 27      -  41 02 03.11803(N)    081 35 27.30785(W) AD(       ) 1
 MB2924
 MB2924.Superseded values are not recommended for survey control.
 MB2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2924.See file dsdata.txt to determine how the superseded data were derived.
 MB2924
 MB2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5034242728(NAD 83)
 MB2924_MARKER: Z = SEE DESCRIPTION
 MB2924_SETTING: 0 = UNSPECIFIED SETTING
 MB2924
 MB2924  HISTORY     - Date     Condition        Report By
 MB2924  HISTORY     - 1943     MONUMENTED       CGS
 MB2924  HISTORY     - 1951     SEE DESCRIPTION  CGS
 MB2924
 MB2924                          STATION DESCRIPTION
 MB2924
 MB2924'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2924'ABOUT 2 MILES NE OF THE CENTER OF THE CITY OF BARBERTON, AT THE SITE
 MB2924'OF THE MUNICIPAL STANDPIPE.  THE
 MB2924'STATION IS LOCATED AT THE TOP OF THE MOST S OF
 MB2924'THE TWO PROMINENT KNOLLS.  THE
 MB2924'DISK IS STAMPED BARBERTON 1943.
 MB2924'
 MB2924'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 MB2924'SET IN CONCRETE.
 MB2924'
 MB2924'REFERENCE MARK 1 IS 349.45 FEET NNW OF THE STATION, 35.7 FEET
 MB2924'SE OF THE S EDGE
 MB2924'OF THE STANDPIPE, 31.7 FEET NW OF THE GRAVELED
 MB2924'ROAD THAT CIRCLES THE STANDPIPE,
 MB2924'AND 54.9 FEET W OF POWER-TRANSMISSION
 MB2924'LINE POLE BA-6254.  THE DISK IS STAMPED BARBERTON
 MB2924'NO 1
 MB2924'1943 WITH ARROW POINTING TO STATION.
 MB2924'
 MB2924'REFERENCE MARK 2 IS 369.31 FEET N OF THE STATION, 53.5 FEET
 MB2924'NNW OF
 MB2924'POWER-TRANSMISSION LINE POLE BA-6254, 37.3 FEET E OF THE E
 MB2924'EDGE OF THE STANDPIPE,
 MB2924'AND 18.2 FEET W OF THE GRAVELED ROAD THAT
 MB2924'CIRCLES THE STANDPIPE.  THE DISK IS
 MB2924'STAMPED BARBERTON NO 2 1943
 MB2924'WITH ARROW POINTING TO STATION.
 MB2924'
 MB2924'NO SUITABLE SITE WAS AVAILABLE FOR AN AZIMUTH MARK.
 MB2924'
 MB2924'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND
 MB2924'STATE HIGHWAY 5 IN
 MB2924'THE NE SECTION OF THE TOWN OF BARBERTON, GO NE
 MB2924'ON STATE HIGHWAY 5 FOR 0.4 MILE TO A
 MB2924'TRAFFIC LIGHT, TURN LEFT ON
 MB2924'WOOSTER ROAD NORTH AND GO ONE BLOCK TO SUMMIT ROAD.
 MB2924'CONTINUE NW
 MB2924'ON SUMMIT ROAD FOR 0.5 MILE TO A GRAVELED T-ROAD RIGHT, TURN RIGHT
 MB2924'AND GO 0.1 MILE,
 MB2924'THEN RIGHT FOR ABOUT 150 FEET TO THE SUMMIT OF
 MB2924'THE S KNOLL.
 MB2924'
 MB2924'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 MB2924
 MB2924                          STATION RECOVERY (1951)
 MB2924
 MB2924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2924'THE STATION MARK HAD BEEN DESTROYED DUE TO THE EXPANDING OF A GRAVEL
 MB2924'PIT.  THE REFERENCE MARKS
 MB2924'WERE FOUND IN GOOD CONDITION.  A NEW STATION WAS ESTABLISHED BY THIS
 MB2924'PARTY BARBERTON 2.  THE OLD
 MB2924'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ1723 ***********************************************************************
 AJ1723  DESIGNATION -  BARBERTON 2 RESET
 AJ1723  PID         -  AJ1723
 AJ1723  STATE/COUNTY-  OH/SUMMIT
 AJ1723  USGS QUAD   -  AKRON WEST (1994)
 AJ1723
 AJ1723                         *CURRENT SURVEY CONTROL
 AJ1723  ___________________________________________________________________
 AJ1723* NAD 83(1995)-  41 02 05.87857(N)    081 35 25.94236(W)     ADJUSTED  
 AJ1723* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 AJ1723  ___________________________________________________________________
 AJ1723  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AJ1723  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AJ1723
 AJ1723  HORZ ORDER  -  FIRST
 AJ1723
 AJ1723.The horizontal coordinates were established by classical geodetic methods
 AJ1723.and adjusted by the National Geodetic Survey in April 1998..
 AJ1723
 AJ1723.The orthometric height was scaled from a topographic map.
 AJ1723
 AJ1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1723
 AJ1723.The geoid height was determined by GEOID03.
 AJ1723
 AJ1723;                    North         East     Units Scale Factor Converg.
 AJ1723;SPC OH N     -   152,342.724   676,471.144   MT  0.99993930   +0 35 50.9
 AJ1723;UTM  17      - 4,542,806.610   450,360.853   MT  0.99963033   -0 23 15.8
 AJ1723
 AJ1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1723!SPC OH N     -   0.99995224  x   0.99993930  =   0.99989154
 AJ1723!UTM  17      -   0.99995224  x   0.99963033  =   0.99958259
 AJ1723
 AJ1723|---------------------------------------------------------------------|
 AJ1723| PID    Reference Object                     Distance      Geod. Az  |
 AJ1723|                                                           dddmmss.s |
 AJ1723| MB2927 BARBERTON N MUN SPIPE                41.608 METERS 00740     |
 AJ1723| MB1339 BARBERTON RM 2                       32.533 METERS 03633     |
 AJ1723| MB2703 AKRON MUN APT GOODYEAR HGR MST      APPROX.10.2 KM 0911510.3 |
 AJ1723| MB2894 AKRON RADIO STA WAKR NW MAST        APPROX. 7.4 KM 1010424.5 |
 AJ1723| MB2926 BARBERTON EAST MUN STANDPIPE        APPROX. 2.1 KM 1832830.9 |
 AJ1723| MB2925 BARBERTON RESERVE STANDPIPE         APPROX. 2.6 KM 3100828.4 |
 AJ1723| MB1338 BARBERTON RM 1                       28.271 METERS 34115     |
 AJ1723|---------------------------------------------------------------------|
 AJ1723
 AJ1723                          SUPERSEDED SURVEY CONTROL
 AJ1723
 AJ1723  NAD 83(1986)-  41 02 05.88654(N)    081 35 25.94359(W) AD(       ) 1
 AJ1723
 AJ1723.Superseded values are not recommended for survey control.
 AJ1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1723.See file dsdata.txt to determine how the superseded data were derived.
 AJ1723
 AJ1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5036142807(NAD 83)
 AJ1723_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1723_STAMPING: BARBERTON 2 1951 1983
 AJ1723_MARK LOGO: NGS   
 AJ1723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1723+STABILITY: SURFACE MOTION
 AJ1723
 AJ1723  HISTORY     - Date     Condition        Report By
 AJ1723  HISTORY     - 1983     MONUMENTED       CGS
 AJ1723
 AJ1723                          STATION DESCRIPTION
 AJ1723
 AJ1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1983 (CLN)
 AJ1723'THE STATION SURFACE MARK WAS FOUND DESTROYED.  REFERENCE MARKS ONE AND
 AJ1723'TWO WERE FOUND IN GOOD CONDITION AS DESCRIBED.  A NEW STATION SURFACE
 AJ1723'MONUMENT WAS SET.  A SHORTER DISTANCE OF 0.004 METER (0.013 FT) WAS
 AJ1723'NOTED TO REFERENCE MARK ONE USING THE 1951 INFORMATION.  A LONGER
 AJ1723'DISTANCE OF 0.024 METER (0.079 FT) WAS NOTED TO REFERENCE MARK ONE
 AJ1723'USING THE 1963 INFORMATION.  A LONGER DISTANCE OF 0.006 METER (0.020
 AJ1723'FT) WAS NOTED TO REFERENCE MARK TWO USING THE 1951 INFORMATION.  A
 AJ1723'LONGER DISTANCE OF 0.013 METER (0.043 FT) WAS NOTED TO REFERENCE MARK
 AJ1723'TWO USING THE 1963 INFORMATION.  THE HORIZONTAL ANGLES TO BOTH
 AJ1723'REFERENCE MARKS AGREED WITH THE 1963 INFORMATION.  THE REASON FOR THE
 AJ1723'DIFFERENCE IN DISTANCES IS UNKNOWN.  BOTH REFERENCE MARKS ARE ATOP A
 AJ1723'SMALL BANK AND PERHAPS THEY HAVE BEEN DISTURBED OF SUFFERED FROST
 AJ1723'LIFT.  THEY ARE BOTH SOLID AND IN GOOD CONDITION AT THIS TIME.  A
 AJ1723'COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 AJ1723'STATION IS LOCATED 8 KM (4.95 MI) SOUTHWEST FROM THE CENTER OF AKRON,
 AJ1723'IN THE NORTH SECTION OF BARBERTON AND AT THE BARBERTON NORTH
 AJ1723'STANDPIPE.  OWNERSHIP--CITY OF BARBERTON.  TO REACH THE STATION FROM A
 AJ1723'POINT WHERE STATE STREET AND FAIRMONT AVENUE CROSSES OVER INTERSTATE
 AJ1723'HIGHWAY 76 AT THE AKRON AND BARBAETON CITY LINE, GO SOUTHERLY ON
 AJ1723'FAIRMONT AVENUE FOR 0.3 KM (0.20 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 AJ1723'AND GO WEST ON GLENN STREET FOR 0.6 KM (0.35 MI) TO A SIDE ROAD RIGHT.
 AJ1723'TURN RIGHT AND GO NORTH ON SUMMIT STREET FOR 0.15 KM (0.10 MI) TO A
 AJ1723'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON EVERGREEN STREET FOR 0.15
 AJ1723'KM (0.10 MI) TO THE BARBERTON NORTH STANDPIPE ON THE LEFT AND THE
 AJ1723'STATION ON THE RIGHT.
 AJ1723'THE STATION IS A STANDARD NGS DISK STAMPED---BARBERTON 2 1951 1983---,
 AJ1723'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 AJ1723'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 0.9 METERS (3.0
 AJ1723'FT) NORTH FROM A WITNESS POST, 16.8 METERS (55.1 FT) SOUTH FROM THE
 AJ1723'CENTER OF THE EXTENDED CENTER OF EVERGREEN STREET, 31.9 METERS (104.7
 AJ1723'FT) SOUTH FROM THE SOUTH EDGE OF THE STANDPIPE AND ON THE SOUTH SLOPE
 AJ1723'OF A GRASS COVERED HILL.
 AJ1723'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED---BARBERTON NO 1
 AJ1723'1943---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 AJ1723'CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 29.3
 AJ1723'METERS (96.1 FT) NORTH-NORTHWEST FROM THE WITNESS POST, 11.0 METERS
 AJ1723'(36.1 FT) SOUTHWEST FROM THE SOUTHWEST SIDE OF THE STANDPIPE, AND 9.8
 AJ1723'METERS (32.2 FT) NORTH FROM THE CENTER OF THE ROAD, AND 1.2 METERS
 AJ1723'(3.9 FT) HIGHER THAN THE STATION.
 AJ1723'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---BARBERTON NO 2
 AJ1723'1943---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 AJ1723'CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 33.8
 AJ1723'METERS (110.9 FT) NORTHEAST FROM THE WITNESS POST, 11.4 METERS (37.4
 AJ1723'FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE STANDPIPE AND 5.5 METERS
 AJ1723'(18.0 FT) NORTH FROM THE CENTER OF THE ROAD, AND 1.2 METERS (3.9 FT)
 AJ1723'HIGHER THAN THE STATION.
 AJ1723'FOLLOWING IS A LIST OF THE OBJECTS NEAR THIS STATION WHICH WILL EFFECT
 AJ1723'THE GPS.  THERE IS A EAST-WEST POWERLINE ABOUT 25 METERS (82.0 FT) TO
 AJ1723'THE NORTH OF THE STATION.  THERE IS A CHAIN LINK FENCE AT THE
 AJ1723'STANDPIPE WHICH IS 32 METERS (105.0 FT) TO THE NORTH.  THE STANDPIPE
 AJ1723'BLOCKS ABOUT 45 DEGREES ABOVE THE HORIZON TO THE NORTH. THERE ARE
 AJ1723'ANTENNAS, HOUSES, TREES AND NUMEROUS OTHER OBJECTS SURROUNDING THE
 AJ1723'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2926 ***********************************************************************
 MB2926  DESIGNATION -  BARBERTON EAST MUN STANDPIPE
 MB2926  PID         -  MB2926
 MB2926  STATE/COUNTY-  OH/SUMMIT
 MB2926  USGS QUAD   -  AKRON WEST (1994)
 MB2926
 MB2926                         *CURRENT SURVEY CONTROL
 MB2926  ___________________________________________________________________
 MB2926* NAD 83(1995)-  41 00 57.09241(N)    081 35 31.45754(W)     ADJUSTED  
 MB2926* NAVD 88     -                                                        
 MB2926  ___________________________________________________________________
 MB2926  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 MB2926  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MB2926
 MB2926  HORZ ORDER  -  THIRD
 MB2926
 MB2926.The horizontal coordinates were established by classical geodetic methods
 MB2926.and adjusted by the National Geodetic Survey in April 1998..
 MB2926
 MB2926
 MB2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2926
 MB2926.The geoid height was determined by GEOID03.
 MB2926
 MB2926;                    North         East     Units Scale Factor Converg.
 MB2926;SPC OH N     -   150,219.679   676,364.420   MT  0.99993955   +0 35 47.3
 MB2926;UTM  17      - 4,540,686.369   450,217.689   MT  0.99963050   -0 23 18.8
 MB2926
 MB2926                          SUPERSEDED SURVEY CONTROL
 MB2926
 MB2926  NAD 83(1986)-  41 00 57.10135(N)    081 35 31.45906(W) AD(       ) 4
 MB2926  NAD 27      -  41 00 56.90522(N)    081 35 32.02887(W) AD(       ) 3
 MB2926
 MB2926.Superseded values are not recommended for survey control.
 MB2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2926.See file dsdata.txt to determine how the superseded data were derived.
 MB2926
 MB2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5021840686(NAD 83)
 MB2926_MARKER: 52 = STANDPIPE TANK
 MB2926_SETTING: 0 = UNSPECIFIED SETTING
 MB2926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2926+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 MB2926
 MB2926  HISTORY     - Date     Condition        Report By
 MB2926  HISTORY     - 1963     FIRST OBSERVED   CGS
 MB2926  HISTORY     - 19830615 GOOD             NGS
 MB2926  HISTORY     - 20060623 GOOD             GEOCAC
 MB2926  HISTORY     - 20060623 GOOD             GEOCAC
 MB2926
 MB2926                          STATION DESCRIPTION
 MB2926
 MB2926'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2926'THE STATION IS THE CENTER OF THE LIGHT AT THE TOP.  IT IS
 MB2926'A GREY STANDPIPE
 MB2926'WITH A RED AND WHITE CHECKERED TOP WITH A LIGHT ON TOP AND IT IS
 MB2926'APPROXIMATELY 100 FEET HIGH.  IT IS
 MB2926'LOCATED NORTHWEST OF THE INTERSECTION OF PAGE
 MB2926'AVENUE AND FOURTH STREET N.E. IN BARBERTON, OHIO.
 MB2926
 MB2926                          STATION RECOVERY (1983)
 MB2926
 MB2926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MB2926'RECOVED AS DESCRIBED
 MB2926
 MB2926                          STATION RECOVERY (2006)
 MB2926
 MB2926'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2926'THE STANDPIPE IS NOW LIGHT GREEN.
 MB2926
 MB2926                          STATION RECOVERY (2006)
 MB2926
 MB2926'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2926'THE STANDPIPE IS NOW LIGHT GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2927 ***********************************************************************
 MB2927  DESIGNATION -  BARBERTON N MUN SPIPE
 MB2927  PID         -  MB2927
 MB2927  STATE/COUNTY-  OH/SUMMIT
 MB2927  USGS QUAD   -  AKRON WEST (1994)
 MB2927
 MB2927                         *CURRENT SURVEY CONTROL
 MB2927  ___________________________________________________________________
 MB2927* NAD 83(1995)-  41 02 07.21527(N)    081 35 25.70449(W)     ADJUSTED  
 MB2927* NAVD 88     -                                                        
 MB2927  ___________________________________________________________________
 MB2927  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 MB2927  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MB2927
 MB2927  HORZ ORDER  -  THIRD
 MB2927
 MB2927.The horizontal coordinates were established by classical geodetic methods
 MB2927.and adjusted by the National Geodetic Survey in April 1998..
 MB2927
 MB2927
 MB2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2927
 MB2927.The geoid height was determined by GEOID03.
 MB2927
 MB2927;                    North         East     Units Scale Factor Converg.
 MB2927;SPC OH N     -   152,384.012   676,476.269   MT  0.99993930   +0 35 51.0
 MB2927;UTM  17      - 4,542,847.791   450,366.686   MT  0.99963032   -0 23 15.6
 MB2927
 MB2927                          SUPERSEDED SURVEY CONTROL
 MB2927
 MB2927  NAD 83(1986)-  41 02 07.22384(N)    081 35 25.70905(W) AD(       ) 4
 MB2927  NAD 27      -  41 02 07.02896(N)    081 35 26.28005(W) AD(       ) 3
 MB2927
 MB2927.Superseded values are not recommended for survey control.
 MB2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2927.See file dsdata.txt to determine how the superseded data were derived.
 MB2927
 MB2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5036742848(NAD 83)
 MB2927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2927+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 MB2927
 MB2927  HISTORY     - Date     Condition        Report By
 MB2927  HISTORY     - 1943     MONUMENTED       CGS
 MB2927  HISTORY     - 1951     SEE DESCRIPTION  CGS
 MB2927  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MB2927  HISTORY     - 20060510 GOOD             GEOCAC
 MB2927
 MB2927                          STATION DESCRIPTION
 MB2927
 MB2927'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2927'STATION IS LOCATED ON A HIGH HILL ABOUT 100 YARDS
 MB2927'E OF BURT AVENUE
 MB2927'IN THE CITY OF BARBERTON.  IT IS A LARGE SILVER
 MB2927'STANDPIPE ABOUT 100 FEET HIGH AND
 MB2927'ABOUT 60 FEET IN DIAMETER WITH
 MB2927'THE LEGEND BARBERTON WATER WORKS PAINTED IN LARGE
 MB2927'BLACK LETTERS
 MB2927'ON THE E SIDE OF THE STANDPIPE.  THE POINT OBSERVED ON WAS THE
 MB2927'LIGHT ON TOP OF
 MB2927'THE STANDPIPE.
 MB2927'
 MB2927'TO REACH FROM JUNCTION OF U.S. HIGHWAY 224 AND STATE HIGHWAY 5
 MB2927'IN BARBERTON, GO
 MB2927'NE ON HIGHWAY 5 FOR 0.4 MILE TO TRAFFIC LIGHT,
 MB2927'TURN LEFT ON WOOSTER ROAD NORTH AND
 MB2927'GO ONE BLOCK TO SUMMIT ROAD.
 MB2927'CONTINUE NW ON SUMMIT ROAD FOR 0.5 MILE TO A GRAVELED
 MB2927'T-ROAD RIGHT,
 MB2927'TURN RIGHT AND GO 0.1 MILE TO A CINDER ROAD RIGHT LEADING TO
 MB2927'STANDPIPE.
 MB2927'
 MB2927'THIS IS AN INTERSECTION STATION.
 MB2927
 MB2927                          STATION RECOVERY (1951)
 MB2927
 MB2927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2927'STATION IS LOCATED IN THE NORTH SECTION OF BARBERTON.  THE
 MB2927'STATION IS A
 MB2927'STANDPIPE ABOUT 110 FEET HIGH AND 64 FEET IN DIAMETER, IS PAINTED
 MB2927'SILVER AND HAS THE LEGEND
 MB2927'BARBERTON WATER WORKS IN LARGE BLACK LETTERS ON THE NORTHEAST
 MB2927'SIDE OF THE STANDPIPE.  A TRAVERSE
 MB2927'CONNECTION WAS MADE FROM TRIANGULATION STATION BARBERTON
 MB2927'2 AND THE DISTANCE FOUND TO BE 41.73 METERS (136.9
 MB2927'FEET).  THE POINT TRAVERSED TO AND
 MB2927'OBSERVED ON WAS THE CENTER OF THE BASE OF THE STANDPIPE.
 MB2927'
 MB2927'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
 MB2927'HIGHWAY 5, (SPRINGFIELD
 MB2927'ROAD, WOOSTER ROAD AND OAKWOOD AVENUE) WHICH IS IN THE NORTH SECTION
 MB2927'OF BARBERTON, GO WEST ON OAKWOOD
 MB2927'AVENUE FOR 0.2 MILE TO THE INTERSECTION WITH STATE STREET
 MB2927'WEST, TURN LEFT ON STATE STREET WEST AND GO 0.1
 MB2927'MILE TO THE INTERSECTION WITH GLENN
 MB2927'STREET, TURN RIGHT ON GLENN STREET AND GO 0.15 MILE TO THE
 MB2927'INTERSECTION WITH SUMMIT STREET,
 MB2927'TURN RIGHT ON SUMMIT STREET AND GO 0.15 MILE TO A DIM GRAVEL ROAD
 MB2927'RIGHT, TURN RIGHT ON GRAVEL ROAD
 MB2927'AND GO 0.1 MILE TO THE STANDPIPE.
 MB2927
 MB2927                          STATION RECOVERY (1963)
 MB2927
 MB2927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2927'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1951 TRAVERSE
 MB2927'DISTANCE TO TRIANGULATION STATION
 MB2927'BARBERTON 2 1951, WAS FOUND TO BE .09 METERS SHORTER THAN PREVIOUSLY
 MB2927'MEASURED.  THE DISTANCE IS 41.64
 MB2927'METERS AND 136.6 FEET.  THE DESCRIPTIONS ARE ADEQUATE.
 MB2927
 MB2927                          STATION RECOVERY (2006)
 MB2927
 MB2927'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2925 ***********************************************************************
 MB2925  DESIGNATION -  BARBERTON RESERVE STANDPIPE
 MB2925  PID         -  MB2925
 MB2925  STATE/COUNTY-  OH/SUMMIT
 MB2925  USGS QUAD   -  AKRON WEST (1994)
 MB2925
 MB2925                         *CURRENT SURVEY CONTROL
 MB2925  ___________________________________________________________________
 MB2925* NAD 83(1995)-  41 02 59.74728(N)    081 36 50.33537(W)     ADJUSTED  
 MB2925* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 MB2925  ___________________________________________________________________
 MB2925  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 MB2925  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MB2925
 MB2925  HORZ ORDER  -  THIRD
 MB2925
 MB2925.The horizontal coordinates were established by classical geodetic methods
 MB2925.and adjusted by the National Geodetic Survey in April 1998..
 MB2925
 MB2925.The orthometric height was scaled from a topographic map.
 MB2925
 MB2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2925
 MB2925.The geoid height was determined by GEOID03.
 MB2925
 MB2925;                    North         East     Units Scale Factor Converg.
 MB2925;SPC OH N     -   153,984.018   674,483.191   MT  0.99993919   +0 34 55.5
 MB2925;UTM  17      - 4,544,481.328   448,402.019   MT  0.99963277   -0 24 11.6
 MB2925
 MB2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2925!SPC OH N     -   0.99995193  x   0.99993919  =   0.99989112
 MB2925!UTM  17      -   0.99995193  x   0.99963277  =   0.99958472
 MB2925
 MB2925                          SUPERSEDED SURVEY CONTROL
 MB2925
 MB2925  NAD 83(1986)-  41 02 59.74957(N)    081 36 50.33897(W) AD(       ) 4
 MB2925  NAD 27      -  41 02 59.55608(N)    081 36 50.90436(W) AD(       ) 3
 MB2925
 MB2925.Superseded values are not recommended for survey control.
 MB2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2925.See file dsdata.txt to determine how the superseded data were derived.
 MB2925
 MB2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4840244481(NAD 83)
 MB2925_MARKER: 52 = STANDPIPE TANK
 MB2925_SETTING: 0 = UNSPECIFIED SETTING
 MB2925
 MB2925  HISTORY     - Date     Condition        Report By
 MB2925  HISTORY     - 1943     FIRST OBSERVED   CGS
 MB2925  HISTORY     - 1983     GOOD             NGS
 MB2925
 MB2925                          STATION DESCRIPTION
 MB2925
 MB2925'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2925'STATION IS LOCATED ON A HIGH HILL ABOUT 0.25 MILE
 MB2925'S OF STATE HIGHWAY
 MB2925'261 ON THE NW EDGE OF BARBERTON.  IT IS ABOUT
 MB2925'125 FEET HIGH, 60 FEET IN DIAMETER,
 MB2925'AND IS PAINTED SILVER.  THE
 MB2925'POINT OBSERVED ON WAS THE SMALL BALL ON TOP OF THE
 MB2925'STANDPIPE.
 MB2925'
 MB2925'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 21 AND STATE
 MB2925'HIGHWAY 261 ABOUT
 MB2925'5 MILES W OF THE CITY OF AKRON, GO E ON HIGHWAY
 MB2925'261 FOR 1.25 MILES TO A LANE S, TURN
 MB2925'S AND GO 0.25 MILE TO STANDPIPE.
 MB2925'
 MB2925'THIS IS AN INTERSECTION STATION.
 MB2925
 MB2925                          STATION RECOVERY (1983)
 MB2925
 MB2925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MB2925'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1338 ***********************************************************************
 MB1338  DESIGNATION -  BARBERTON RM 1
 MB1338  PID         -  MB1338
 MB1338  STATE/COUNTY-  OH/SUMMIT
 MB1338  USGS QUAD   -  AKRON WEST (1994)
 MB1338
 MB1338                         *CURRENT SURVEY CONTROL
 MB1338  ___________________________________________________________________
 MB1338* NAD 83(1986)-  41 02 06.     (N)    081 35 26.     (W)     SCALED    
 MB1338* NAVD 88     -       338.598  (meters)    1110.88   (feet)  ADJUSTED  
 MB1338  ___________________________________________________________________
 MB1338  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MB1338  DYNAMIC HT  -         338.448 (meters)    1110.39  (feet)  COMP
 MB1338  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 MB1338
 MB1338  VERT ORDER  -  FIRST     CLASS II
 MB1338
 MB1338.The horizontal coordinates were scaled from a topographic map and have
 MB1338.an estimated accuracy of +/- 6 seconds.
 MB1338
 MB1338.The orthometric height was determined by differential leveling
 MB1338.and adjusted by the National Geodetic Survey in June 1991..
 MB1338
 MB1338.The geoid height was determined by GEOID03.
 MB1338
 MB1338.The dynamic height is computed by dividing the NAVD 88
 MB1338.geopotential number by the normal gravity value computed on the
 MB1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1338.degrees latitude (g = 980.6199 gals.).
 MB1338
 MB1338.The modeled gravity was interpolated from observed gravity values.
 MB1338
 MB1338;                    North         East    Units  Estimated Accuracy
 MB1338;SPC OH N     -   152,350.      676,470.      MT  (+/- 180 meters Scaled)
 MB1338
 MB1338                          SUPERSEDED SURVEY CONTROL
 MB1338
 MB1338  NGVD 29 (??/??/92)  338.799  (m)         1111.54   (f) ADJ UNCH    1 2
 MB1338
 MB1338.Superseded values are not recommended for survey control.
 MB1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1338.See file dsdata.txt to determine how the superseded data were derived.
 MB1338
 MB1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF503428(NAD 83)
 MB1338_MARKER: DR = REFERENCE MARK DISK
 MB1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1338_STAMPING: BARBERTON NO 1 1943
 MB1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1338+STABILITY: SURFACE MOTION
 MB1338
 MB1338  HISTORY     - Date     Condition        Report By
 MB1338  HISTORY     - 1943     MONUMENTED       CGS
 MB1338  HISTORY     - 1963     GOOD             NGS
 MB1338  HISTORY     - 20060510 POOR             GEOCAC
 MB1338
 MB1338                          STATION DESCRIPTION
 MB1338
 MB1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MB1338'AT BARBERTON.
 MB1338'AT BARBERTON, IN THE NORTH PART OF THE CITY, AT THE SITE OF THE
 MB1338'BARBERTON WATER TANK (NORTH ONE), 0.1 MILE NORTH ALONG SUMMIT
 MB1338'ROAD FROM ITS JUNCTION WITH HERMANN STREET, THENCE 0.1 MILE EAST
 MB1338'UPHILL ALONG DIM TRACK ROAD TO WATER TANK, 35.6 FEET SOUTHWEST
 MB1338'OF THE SOUTHWEST SIDE OF THE LARGE ROUNDED TANK, 92.8 FEET
 MB1338'NORTHWEST OF THE STATION, 31 FEET NORTH OF THE CENTER LINE OF A
 MB1338'DIM ROAD THAT CIRCLES THE TANK, SET IN THE TOP OF A CONCRETE POST
 MB1338'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 FEET
 MB1338'ABOVE THE LEVEL OF THE ROAD.
 MB1338
 MB1338                          STATION RECOVERY (2006)
 MB1338
 MB1338'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1338'THE MARK IS IN POOR CONDITION AND IS SEVERELY MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1339 ***********************************************************************
 MB1339  DESIGNATION -  BARBERTON RM 2
 MB1339  PID         -  MB1339
 MB1339  STATE/COUNTY-  OH/SUMMIT
 MB1339  USGS QUAD   -  AKRON WEST (1994)
 MB1339
 MB1339                         *CURRENT SURVEY CONTROL
 MB1339  ___________________________________________________________________
 MB1339* NAD 83(1995)-  41 02 06.72585(N)    081 35 25.11306(W)     ADJUSTED  
 MB1339* NAVD 88     -       338.475  (meters)    1110.48   (feet)  ADJUSTED  
 MB1339  ___________________________________________________________________
 MB1339  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 MB1339  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MB1339  DYNAMIC HT  -         338.325 (meters)    1109.99  (feet)  COMP
 MB1339  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 MB1339
 MB1339  HORZ ORDER  -  SECOND
 MB1339  VERT ORDER  -  FIRST     CLASS II
 MB1339
 MB1339.The horizontal coordinates were established by classical geodetic methods
 MB1339.and adjusted by the National Geodetic Survey in April 1998..
 MB1339
 MB1339.The orthometric height was determined by differential leveling
 MB1339.and adjusted by the National Geodetic Survey in June 1991..
 MB1339
 MB1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1339
 MB1339.The geoid height was determined by GEOID03.
 MB1339
 MB1339.The dynamic height is computed by dividing the NAVD 88
 MB1339.geopotential number by the normal gravity value computed on the
 MB1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1339.degrees latitude (g = 980.6199 gals.).
 MB1339
 MB1339.The modeled gravity was interpolated from observed gravity values.
 MB1339
 MB1339;                    North         East     Units Scale Factor Converg.
 MB1339;SPC OH N     -   152,369.060   676,490.240   MT  0.99993930   +0 35 51.4
 MB1339;UTM  17      - 4,542,832.606   450,380.394   MT  0.99963030   -0 23 15.2
 MB1339
 MB1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1339!SPC OH N     -   0.99995213  x   0.99993930  =   0.99989144
 MB1339!UTM  17      -   0.99995213  x   0.99963030  =   0.99958245
 MB1339
 MB1339|---------------------------------------------------------------------|
 MB1339| PID    Reference Object                     Distance      Geod. Az  |
 MB1339|                                                           dddmmss.s |
 MB1339| MB2924 BARBERTON                           111.727 METERS 19945     |
 MB1339| MB1338 BARBERTON RM 1                                     27020     |
 MB1339|---------------------------------------------------------------------|
 MB1339
 MB1339                          SUPERSEDED SURVEY CONTROL
 MB1339
 MB1339  NAD 83(1986)-  41 02 06.74598(N)    081 35 25.10240(W) AD(       ) 2
 MB1339  NGVD 29 (??/??/92)  338.676  (m)         1111.14   (f) ADJ UNCH    1 2
 MB1339
 MB1339.Superseded values are not recommended for survey control.
 MB1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1339.See file dsdata.txt to determine how the superseded data were derived.
 MB1339
 MB1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5038042833(NAD 83)
 MB1339_MARKER: DR = REFERENCE MARK DISK
 MB1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1339_STAMPING: BARBERTON NO 2 1943
 MB1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1339+STABILITY: SURFACE MOTION
 MB1339
 MB1339  HISTORY     - Date     Condition        Report By
 MB1339  HISTORY     - 1943     MONUMENTED       CGS
 MB1339  HISTORY     - 1963     GOOD             NGS
 MB1339  HISTORY     - 20060510 POOR             GEOCAC
 MB1339
 MB1339                          STATION DESCRIPTION
 MB1339
 MB1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MB1339'AT BARBERTON.
 MB1339'AT BARBERTON, IN THE NORTH PART OF THE CITY, AT THE SITE OF THE
 MB1339'BARBERTON WATER TANK, (NORTH ONE), ON TOP OF A HILL, 0.1 MILE
 MB1339'NORTH ALONG SUMMIT ROAD FROM ITS JUNCTION WITH HERMANN STREET,
 MB1339'THENCE 0.1 MILE EAST UPHILL ALONG A DIM TRACK ROAD, 35.5 FEET
 MB1339'SOUTHEAST OF THE SOUTHEAST SIDE OF THE LARGE ROUNDED TANK, 108.3
 MB1339'FEET NORTHEAST OF AND ACROSS THE DIM ROAD FROM THE STATION,
 MB1339'16 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD WHICH CIRCLES
 MB1339'THE TANK, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 MB1339'ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 FEET ABOVE THE LEVEL
 MB1339'OF THE ROAD.
 MB1339
 MB1339                          STATION RECOVERY (2006)
 MB1339
 MB1339'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1339'THE MARK IS IN POOR CONDITION AND IS SEVERELY MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2193 ***********************************************************************
 JX2193  DESIGNATION -  BARLOW
 JX2193  PID         -  JX2193
 JX2193  STATE/COUNTY-  OH/WASHINGTON
 JX2193  USGS QUAD   -  WATERTOWN (1994)
 JX2193
 JX2193                         *CURRENT SURVEY CONTROL
 JX2193  ___________________________________________________________________
 JX2193* NAD 83(1995)-  39 23 45.50231(N)    081 38 40.58601(W)     ADJUSTED  
 JX2193* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 JX2193  ___________________________________________________________________
 JX2193  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 JX2193  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JX2193
 JX2193  HORZ ORDER  -  SECOND
 JX2193
 JX2193.The horizontal coordinates were established by classical geodetic methods
 JX2193.and adjusted by the National Geodetic Survey in April 1998..
 JX2193
 JX2193.The orthometric height was scaled from a topographic map.
 JX2193
 JX2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2193
 JX2193.The geoid height was determined by GEOID03.
 JX2193
 JX2193;                    North         East     Units Scale Factor Converg.
 JX2193;SPC OH S     -   155,320.451   673,678.991   MT  0.99993593   +0 32 33.9
 JX2193;UTM  17      - 4,360,917.786   444,494.550   MT  0.99963793   -0 24 32.9
 JX2193
 JX2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2193!SPC OH S     -   0.99996400  x   0.99993593  =   0.99989993
 JX2193!UTM  17      -   0.99996400  x   0.99963793  =   0.99960194
 JX2193
 JX2193:                Primary Azimuth Mark                     Grid Az
 JX2193:SPC OH S     -  BARLOW AZ MK                             106 10 32.5
 JX2193:UTM  17      -  BARLOW AZ MK                             107 07 39.3
 JX2193
 JX2193|---------------------------------------------------------------------|
 JX2193| PID    Reference Object                     Distance      Geod. Az  |
 JX2193|                                                           dddmmss.s |
 JX2193| CC9727 BARLOW AZ MK                                       1064306.4 |
 JX2193| CC9728 BARLOW RM 1                          41.038 METERS 16429     |
 JX2193| CC9729 BARLOW RM 2                          26.989 METERS 27753     |
 JX2193|---------------------------------------------------------------------|
 JX2193
 JX2193                          SUPERSEDED SURVEY CONTROL
 JX2193
 JX2193  NAD 83(1986)-  39 23 45.50495(N)    081 38 40.59328(W) AD(       ) 2
 JX2193  NAD 27      -  39 23 45.23600(N)    081 38 41.12800(W) AD(       ) 2
 JX2193
 JX2193.Superseded values are not recommended for survey control.
 JX2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2193.See file dsdata.txt to determine how the superseded data were derived.
 JX2193
 JX2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD4449560918(NAD 83)
 JX2193_MARKER: DS = TRIANGULATION STATION DISK
 JX2193_SETTING: 0 = UNSPECIFIED SETTING
 JX2193
 JX2193  HISTORY     - Date     Condition        Report By
 JX2193  HISTORY     - 1944     MONUMENTED       CGS
 JX2193
 JX2193                          STATION DESCRIPTION
 JX2193
 JX2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2193'STATION IS ABOUT
 JX2193'1 MILE E OF
 JX2193'BARLOW, ON THE N SIDE OF U.S. HIGHWAY 50N, ON LAND
 JX2193'OWNED BY CHARLES T. BRITTON.
 JX2193'IT IS 125 FEET SE OF THE SE CORNER
 JX2193'OF THE BRITTON HOUSE AND 76 FEET S OF A 24-INCH
 JX2193'PINE TREE.  THE
 JX2193'DISK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 JX2193'STAMPED BARLOW
 JX2193'1944.
 JX2193'
 JX2193'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX2193'DISKS SET IN
 JX2193'CONCRETE.
 JX2193'
 JX2193'REFERENCE MARK 1 IS 58 FEET N OF THE CENTER LINE OF THE
 JX2193'HIGHWAY AND 2 FEET
 JX2193'N OF A FENCE.  IT IS STAMPED BARLOW NO 1
 JX2193'1944.
 JX2193'
 JX2193'REFERENCE MARK 2 IS 36 FEET SE OF THE SE CORNER OF THE
 JX2193'BRITTON HOUSE AND
 JX2193'64 FEET E OF THE NE CORNER OF A TILE GARAGE.
 JX2193'IT IS STAMPED BARLOW NO 2 1944.
 JX2193'
 JX2193'AZIMUTH MARK IS 33 FEET NE OF THE CENTER LINE OF U.S. HIGHWAY
 JX2193'50N, ON THE
 JX2193'HIGHWAY RIGHT-OF-WAY, 49 FEET N OF A ROAD MARKER, AND
 JX2193'4 FEET NE OF THE FENCE.  IT IS
 JX2193'STAMPED BARLOW 1944.
 JX2193'
 JX2193'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 JX2193'50N AND STATE
 JX2193'HIGHWAY 76 IN BARLOW, GO E 1.2 MILES ON HIGHWAY 50N
 JX2193'TO THE BRITTON HOUSE ON THE LEFT
 JX2193'AND THE STATION.  CONTINUE ON
 JX2193'HIGHWAY 50N FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 JX2193'LEFT JUST
 JX2193'BEYOND THE CURVE IN THE HIGHWAY.
 JX2193'
 JX2193'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0622 ***********************************************************************
 MC0622  DESIGNATION -  BARNES
 MC0622  PID         -  MC0622
 MC0622  STATE/COUNTY-  OH/HENRY
 MC0622  USGS QUAD   -  MC CLURE (1971)
 MC0622
 MC0622                         *CURRENT SURVEY CONTROL
 MC0622  ___________________________________________________________________
 MC0622* NAD 83(1995)-  41 20 30.84953(N)    083 58 48.13014(W)     ADJUSTED  
 MC0622* NAVD 88     -       207.552  (meters)     680.94   (feet)  ADJUSTED  
 MC0622  ___________________________________________________________________
 MC0622  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 MC0622  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC0622  DYNAMIC HT  -         207.461 (meters)     680.64  (feet)  COMP
 MC0622  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 MC0622
 MC0622  HORZ ORDER  -  SECOND
 MC0622  VERT ORDER  -  SECOND    CLASS 0
 MC0622
 MC0622.The horizontal coordinates were established by classical geodetic methods
 MC0622.and adjusted by the National Geodetic Survey in April 1998..
 MC0622
 MC0622.The orthometric height was determined by differential leveling
 MC0622.and adjusted by the National Geodetic Survey in June 1991..
 MC0622
 MC0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0622
 MC0622.The geoid height was determined by GEOID03.
 MC0622
 MC0622.The dynamic height is computed by dividing the NAVD 88
 MC0622.geopotential number by the normal gravity value computed on the
 MC0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0622.degrees latitude (g = 980.6199 gals.).
 MC0622
 MC0622.The modeled gravity was interpolated from observed gravity values.
 MC0622
 MC0622;                    North         East     Units Scale Factor Converg.
 MC0622;SPC OH N     -   187,080.674   476,134.649   MT  0.99995056   -0 58 20.3
 MC0622;UTM  17      - 4,580,997.896   250,659.462   MT  1.00036519   -1 58 10.1
 MC0622;UTM  16      - 4,581,113.561   752,681.697   MT  1.00038584   +1 59 45.2
 MC0622
 MC0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0622!SPC OH N     -   0.99997300  x   0.99995056  =   0.99992356
 MC0622!UTM  17      -   0.99997300  x   1.00036519  =   1.00033818
 MC0622!UTM  16      -   0.99997300  x   1.00038584  =   1.00035883
 MC0622
 MC0622                          SUPERSEDED SURVEY CONTROL
 MC0622
 MC0622  NAD 83(1995)-  41 20 30.85775(N)    083 58 48.13429(W) AD(       ) 2
 MC0622  NAD 83(1986)-  41 20 30.85955(N)    083 58 48.13967(W) AD(       ) 2
 MC0622  NAD 27      -  41 20 30.67230(N)    083 58 48.33720(W) AD(       ) 2
 MC0622  NGVD 29 (??/??/92)  207.749  (m)          681.59   (f) ADJ UNCH    2 0
 MC0622
 MC0622.Superseded values are not recommended for survey control.
 MC0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0622.See file dsdata.txt to determine how the superseded data were derived.
 MC0622
 MC0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5065980998(NAD 83)
 MC0622_MARKER: DE = TRAVERSE STATION DISK
 MC0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0622_SP_SET: CONCRETE MONUMENT
 MC0622_STAMPING: BARNES 1963
 MC0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0622
 MC0622  HISTORY     - Date     Condition        Report By
 MC0622  HISTORY     - 1963     MONUMENTED       CGS
 MC0622  HISTORY     - 1963     GOOD             CGS
 MC0622  HISTORY     - 1965     GOOD             USE
 MC0622  HISTORY     - 1980     GOOD             LOCENG
 MC0622  HISTORY     - 1980     GOOD             NGS
 MC0622  HISTORY     - 1984     GOOD             USPSQD
 MC0622
 MC0622                          STATION DESCRIPTION
 MC0622
 MC0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC0622'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF MCCLURE AND ABOUT 9
 MC0622'MILES SOUTHEAST OF NAPOLEON IN
 MC0622'THE NORTHWEST CORNER OF AN ALFALFA FIELD.  TO REACH THE
 MC0622'STATION FROM THE INTERSECTION OF
 MC0622'U.S. HIGHWAY 6, STATE HIGHWAY 65 AND THE RAILROAD
 MC0622'CROSSING IN MCCLURE, GO SOUTH ON STATE HIGHWAY 65
 MC0622'FOR 2.0 MILES TO A
 MC0622'CROSSROADS, TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 2.0 MILES AND
 MC0622'STATION ON THE LEFT.  THE
 MC0622'STATION IS 39.41 FEET NORTHWEST OF TRIANGULATION STATION GRELTON
 MC0622'1943, 62.1 FEET SOUTH OF THE
 MC0622'CENTERLINE OF THE INTERSECTION OF AN EAST-WEST
 MC0622'ROAD AND A ROAD LEADING NORTH, 51.4 FEET
 MC0622'SOUTHEAST OF THE CENTERLINE OF THE
 MC0622'INTERSECTION OF AN EAST-WEST ROAD AND A ROAD LEADING SOUTH,
 MC0622'27.1 FEET EAST OF THE
 MC0622'CENTERLINE OF ROAD LEADING SOUTH, AND 18.8 FEET SOUTH OF THE
 MC0622'CENTERLINE OF A ROUND
 MC0622'CONCRETE PIPE CULVERT.  THE DISK IS STAMPED BARNES 1963, SET IN TOP
 MC0622'OF A 10 INCH ROUND
 MC0622'CONCRETE MONUMENT THAT IS IN THE CENTER OF A CONCRETE PHOTOGRAMMETRIC
 MC0622'TARGET 8 FEET IN DIAMTER THAT
 MC0622'PROJECTS 2 INCHES ABOVE THE GROUND.
 MC0622'
 MC0622'ELEVATION OF DISK 681.59 FEET.
 MC0622
 MC0622                          STATION RECOVERY (1963)
 MC0622
 MC0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MC0622'1 MI E FROM GRELTON.
 MC0622'TO REACH THE STATION FROM THE POST OFFICE IN GRELTON, GO 1.0 MILE
 MC0622'EAST ON SAND RIDGE ROAD.  THE MARK IS 62.1 FEET SOUTH OF THE
 MC0622'CENTERLINE OF THE INTERSECTION OF AN EAST-WEST ROAD AND A ROAD
 MC0622'LEADING NORTH, 51.4 FEET SOUTHEAST OF THE CENTERLINE OF THE
 MC0622'INTERSECTION OF AN EAST-WEST ROAD AND A ROAD LEADING SOUTH, 21.7
 MC0622'SOUTH OF THE CENTERLINE OF A ROUND CONCRETE PIPE CULVERT.  THE
 MC0622'DISK IS STAMPED BARNES 1963, SET IN TOP OF A 10 INCH ROUND
 MC0622'CONCRETE MONUMENT THAT IS IN THE CENTER OF A CONCRETE
 MC0622'PHOTOGRAMMETRIC TARGET 8 FEET IN DIAMETER THAT PROJECTS 2 INCHES
 MC0622'ABOVE THE GROUND.
 MC0622
 MC0622                          STATION RECOVERY (1965)
 MC0622
 MC0622'RECOVERY NOTE BY US ENGINEERS 1965 (GAL)
 MC0622'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MCCLURE, TRAVEL S 2 MI.
 MC0622'ON HWY 65 TO CO. ROAD M AND W 2 MI. TO TWP. ROAD 6.
 MC0622'
 MC0622'THE STA. IS LOCATED IN A 2.5 M DIA. CONC. TARGET, 9 M E OF CENTERLINE
 MC0622'OF TWP. ROAD 6, 17 M S OF CENTERLINE OF CO. ROAD M, 2.3 M E OF A
 MC0622'POWER POLE, AND 3.6 M NE OF A TELEPHONE POLE.  THE STA. IS APPROX.
 MC0622'1.5 M LOWER THAN THE ROAD.
 MC0622'
 MC0622'STA. IS MARKED BY A STD. C AND G.S. TRAVERSE MARKER STAMPED
 MC0622'BARNES 1963.
 MC0622
 MC0622                          STATION RECOVERY (1980)
 MC0622
 MC0622'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RWW)
 MC0622'BARNES-1963 RECOVERED GOOD - CAMARA TARGET AROUND STA.
 MC0622'
 MC0622'DISTANCE TO GRELTON - 1943 = 37.41 FEET S.E.
 MC0622'
 MC0622'DISTANCE TO GRELTON NO. 1 1942 = 135.21 FEET EAST.
 MC0622'
 MC0622'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MI. EAST OF
 MC0622'GRELTON, OHIO.
 MC0622
 MC0622                          STATION RECOVERY (1980)
 MC0622
 MC0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0622'RECOVERED IN GOOD CONDITION.
 MC0622
 MC0622                          STATION RECOVERY (1984)
 MC0622
 MC0622'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0622'ADD DESC:-- CONCRETE CAMERA TARGET IS NOW ALL BROKEN UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2080 ***********************************************************************
 JX2080  DESIGNATION -  BARNESVILLE
 JX2080  PID         -  JX2080
 JX2080  STATE/COUNTY-  OH/BELMONT
 JX2080  USGS QUAD   -  BARNESVILLE (1994)
 JX2080
 JX2080                         *CURRENT SURVEY CONTROL
 JX2080  ___________________________________________________________________
 JX2080* NAD 83(1995)-  39 59 37.00548(N)    081 10 28.06710(W)     ADJUSTED  
 JX2080* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 JX2080  ___________________________________________________________________
 JX2080  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 JX2080  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JX2080
 JX2080  HORZ ORDER  -  THIRD
 JX2080
 JX2080.The horizontal coordinates were established by classical geodetic methods
 JX2080.and adjusted by the National Geodetic Survey in April 1998..
 JX2080
 JX2080.The orthometric height was scaled from a topographic map.
 JX2080
 JX2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2080
 JX2080.The geoid height was determined by GEOID03.
 JX2080
 JX2080;                    North         East     Units Scale Factor Converg.
 JX2080;SPC OH S     -   222,154.567   713,198.328   MT  0.99999238   +0 50 27.9
 JX2080;UTM  17      - 4,427,062.857   485,106.492   MT  0.99960273   -0 06 43.7
 JX2080
 JX2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2080!SPC OH S     -   0.99994134  x   0.99999238  =   0.99993372
 JX2080!UTM  17      -   0.99994134  x   0.99960273  =   0.99954409
 JX2080
 JX2080|---------------------------------------------------------------------|
 JX2080| PID    Reference Object                     Distance      Geod. Az  |
 JX2080|                                                           dddmmss.s |
 JX2080| CC9731 BARNESVILLE RM 1                     12.883 METERS 01349     |
 JX2080| JX2081 BARNESVILLE MUNICIPAL SPIPE          22.151 METERS 03836     |
 JX2080| CC9732 BARNESVILLE RM 2                     21.696 METERS 10826     |
 JX2080| CC9730 BARNESVILLE AZ MK                                  1935647.5 |
 JX2080|---------------------------------------------------------------------|
 JX2080
 JX2080                          SUPERSEDED SURVEY CONTROL
 JX2080
 JX2080  NAD 83(1986)-  39 59 37.01303(N)    081 10 28.07486(W) AD(       ) 3
 JX2080  NAD 27      -  39 59 36.76060(N)    081 10 28.69160(W) AD(       ) 3
 JX2080
 JX2080.Superseded values are not recommended for survey control.
 JX2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2080.See file dsdata.txt to determine how the superseded data were derived.
 JX2080
 JX2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME8510627063(NAD 83)
 JX2080_MARKER: DS = TRIANGULATION STATION DISK
 JX2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2080_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2080
 JX2080  HISTORY     - Date     Condition        Report By
 JX2080  HISTORY     - 1963     MONUMENTED       CGS
 JX2080  HISTORY     - 1970     GOOD             OHHD
 JX2080
 JX2080                          STATION DESCRIPTION
 JX2080
 JX2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2080'THE STATION IS LOCATED ON A HILL NEAR THE SITE OF THE BARNESVILLE
 JX2080'MUNICIPAL STANDPIPE, IN THE
 JX2080'NORTHEAST SECTION OF BARNESVILLE AND ON THE PROPERTY OF MR. ELMER
 JX2080'GREENWOOD.  IT IS 15 FEET NORTH
 JX2080'OF A FIRE HYDRANT, 15 FEET WEST OF THE CENTERLINE OF A GRAVELED
 JX2080'DRIVEWAY, 30 FEET EAST OF A SIDEWALK
 JX2080'LEADING TO A HOUSE, 40 FEET SOUTHEAST OF THE
 JX2080'EAST CORNER OF A HOUSE PORCH, 51 FEET SOUTHWEST OF THE
 JX2080'STANDPIPE AND 72 FEET WEST OF THE
 JX2080'WEST EDGE OF A CEMETERY.  THE MONUMENT IS FLUSH AND THE DISK IS
 JX2080'STAMPED BARNESVILLE 1963.
 JX2080'
 JX2080'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 8 AND 147 IN
 JX2080'BARNESVILLE, GO NORTH ON
 JX2080'STATE HIGHWAY 8 FOR 0.4 MILE TO A GRAVELED SIDE STREET RIGHT.  TURN
 JX2080'RIGHT AND GO EAST UP A HILL ON THE
 JX2080'GRAVELED STREET FOR 0.1 MILE TO THE STATION JUST SOUTH OF THE
 JX2080'STANDPIPE.
 JX2080'
 JX2080'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 JX2080'STREET FOR 0.1 MILE TO
 JX2080'STATE HIGHWAY 8.  TURN LEFT AND GO SOUTH ON HIGHWAY 8 FOR 0.4 MILE TO
 JX2080'THE JUNCTION WITH STATE HIGHWAY
 JX2080'147.  CONTINUE SOUTH ON HIGHWAY 8 AND 147 FOR 0.4 MILE TO
 JX2080'WHERE HIGHWAY 147 TURNS RIGHT (WEST).
 JX2080'CONTINUE SOUTHEAST ON HIGHWAY 8 FOR 0.25 MILE TO A
 JX2080'PAVED DRIVEWAY RIGHT AND THE AZIMUTH ON THE RIGHT.
 JX2080'
 JX2080'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 JX2080'DRILL HOLE IN A CONCRETE
 JX2080'RETAINING WALL PROJECTING ABOUT 2 FEET.  IT IS 17 FEET SOUTHWEST OF
 JX2080'THE STANDPIPE, 15 FEET EAST OF THE EAST
 JX2080'WALL OF MR. GREENWOODS HOUSE AND 57 FEET NORTH OF THE
 JX2080'FIRE HYDRANT.  THE DISK IS STAMPED
 JX2080'BARNESVILLE NO 1 1963.
 JX2080'
 JX2080'REFERENCE MARK 2 IS 2 FEET SOUTHWEST OF A TOMBSTONE, 32 FEET NORTH OF
 JX2080'A 24 INCH MAPLE TREE, 69
 JX2080'FEET EAST OF THE FIRE HYDRANT AND 61 FEET SOUTHEAST OF THE STANDPIPE.
 JX2080'THE MONUMENT IS FLUSH AND THE DISK IS
 JX2080'STAMPED BARNESVILLE NO 2 1963.
 JX2080'
 JX2080'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF 30 INCH SQUARE STONE PILLAR,
 JX2080'16 FEET WEST OF THE CENTERLINE
 JX2080'OF THE PAVED DRIVEWAY, 27 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 8
 JX2080'AND 53 FEET SOUTHWEST OF A POWER
 JX2080'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JX2080'BARNESVILLE 1963.
 JX2080'
 JX2080'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JX2080
 JX2080                          STATION RECOVERY (1970)
 JX2080
 JX2080'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (SLC)
 JX2080'BARNESVILLE RECOVERED GOOD.
 JX2080'
 JX2080'BARNESVILLE AZIMUTH RECOVERED GOOD.
 JX2080'
 JX2080'A DISTANCE WAS MEASURED TO THE AZIMUTH MARK AND FOUND TO BE
 JX2080'2066.859.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8805 ***********************************************************************
 AC8805  SACS        -  This is a Secondary Airport Control Station.
 AC8805  DESIGNATION -  BARNESVILLE CBL 430
 AC8805  PID         -  AC8805
 AC8805  STATE/COUNTY-  OH/BELMONT
 AC8805  USGS QUAD   -  FAIRVIEW (1994)
 AC8805
 AC8805                         *CURRENT SURVEY CONTROL
 AC8805  ___________________________________________________________________
 AC8805* NAD 83(1995)-  40 00 08.66323(N)    081 11 20.57592(W)     ADJUSTED  
 AC8805* NAVD 88     -       395.02   (meters)    1296.0    (feet)  GPS OBS   
 AC8805  ___________________________________________________________________
 AC8805  X           -     749,455.176 (meters)                     COMP
 AC8805  Y           -  -4,835,073.064 (meters)                     COMP
 AC8805  Z           -   4,078,422.455 (meters)                     COMP
 AC8805  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AC8805  ELLIP HEIGHT-         361.22  (meters)          (10/07/05) GPS OBS
 AC8805  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AC8805
 AC8805  HORZ ORDER  -  FIRST
 AC8805  ELLP ORDER  -  FOURTH    CLASS II
 AC8805
 AC8805.This mark is at Barnesville-Bradfield-Bradfield Airport (6G5)
 AC8805
 AC8805.The horizontal coordinates were established by GPS observations
 AC8805.and adjusted by the National Geodetic Survey in May 1997..
 AC8805
 AC8805.The orthometric height was determined by GPS observations and a
 AC8805.high-resolution geoid model.
 AC8805
 AC8805.GPS derived orthometric heights for airport stations designated as
 AC8805.PACS or SACS are published to 2 decimal places.  This maintains
 AC8805.centimeter relative accuracy between the PACS and SACS.  It does
 AC8805.not indicate centimeter accuracy relative to other marks which are
 AC8805.part of the NAVD 88 network.
 AC8805
 AC8805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8805
 AC8805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8805
 AC8805.The ellipsoidal height was determined by GPS observations
 AC8805.and is referenced to NAD 83.
 AC8805
 AC8805.The geoid height was determined by GEOID03.
 AC8805
 AC8805;                    North         East     Units Scale Factor Converg.
 AC8805;SPC OH S     -   223,112.691   711,938.643   MT  0.99999403   +0 49 54.6
 AC8805;UTM  17      - 4,428,041.424   483,863.407   MT  0.99960321   -0 07 17.5
 AC8805
 AC8805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8805!SPC OH S     -   0.99994334  x   0.99999403  =   0.99993737
 AC8805!UTM  17      -   0.99994334  x   0.99960321  =   0.99954657
 AC8805
 AC8805:                Primary Azimuth Mark                     Grid Az
 AC8805:SPC OH S     -  DOUGHTY                                  085 34 23.4
 AC8805:UTM  17      -  DOUGHTY                                  086 31 35.5
 AC8805
 AC8805|---------------------------------------------------------------------|
 AC8805| PID    Reference Object                     Distance      Geod. Az  |
 AC8805|                                                           dddmmss.s |
 AC8805| KY3533 DOUGHTY                             430.019 METERS 0862418.0 |
 AC8805|---------------------------------------------------------------------|
 AC8805
 AC8805                          SUPERSEDED SURVEY CONTROL
 AC8805
 AC8805  ELLIP H (05/30/97)  361.26   (m)                       GP(       ) 4 2
 AC8805
 AC8805.Superseded values are not recommended for survey control.
 AC8805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8805.See file dsdata.txt to determine how the superseded data were derived.
 AC8805
 AC8805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME8386328041(NAD 83)
 AC8805_MARKER: DQ = CALIBRATION BASE LINE DISK
 AC8805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8805_MARK LOGO: NGS   
 AC8805_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8805+STABILITY: SURFACE MOTION
 AC8805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8805+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1995
 AC8805
 AC8805  HISTORY     - Date     Condition        Report By
 AC8805  HISTORY     - 1986     MONUMENTED       NGS
 AC8805  HISTORY     - 19950830 GOOD             NGS
 AC8805
 AC8805                          STATION DESCRIPTION
 AC8805
 AC8805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AC8805'THE BASELINE IS LOCATED ABOUT 32.18 KM (20 MI) EAST OF CAMBRIDGE AND
 AC8805'40.23 KM (25 MI) WEST OF WHEELING, WEST VIRGINIA, AT THE AIRPORT
 AC8805'LOCATED 2.25 KM (1.4 MI) WEST OF BARNESVILLE, ALONG THE SOUTH SIDE OF
 AC8805'THE RUNWAY.  OWNERSHIP IS VILLAGE OF BARNSVILLE.
 AC8805' 
 AC8805'TO REACH THE BASE LINE FROM THE JUNCTION OF OHIO STATE HIGHWAYS 800
 AC8805'(CHESTNUT STREET) AND 147 (MAIN STREET) IN DOWNTOWN BARNESVILLE, GO
 AC8805'WEST FOR 2.57 KM (1.6 MI) TO THE AIRPORT ROAD ON THE RIGHT, TURN RIGHT
 AC8805'AND GO NORTH FOR 0.16 KM (0.1 MI) TO THE 1300 METER POINT ON THE
 AC8805'RIGHT.  TO REACH THE OTHER MARKS, GO EAST ALONG THE SOUTH SIDE OF THE
 AC8805'RUNWAY FOR 0.80 KM (0.5 MI) TO THE 430 METER POINT, CONTINUE EAST FOR
 AC8805'0.24 KM (0.15 MI) TO THE 150 METER POINT, CONTINUE EAST FOR 0.16 KM
 AC8805'(0.1 MI) TO THE 0 METER POINT.
 AC8805' 
 AC8805'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST
 AC8805'END.  IT IS MADE UP OF 0, 150, 430, AND 1300 METER POINTS, WITH A MARK
 AC8805'FOR THE CALIBRATION OF 100 FOOT TAPES SET WEST OF THE 0 METER POINT.
 AC8805'ALL MARKS ARE SET ON A LINE SOUTH OF THE SOUTH EDGE OF THE RUNWAY.
 AC8805' 
 AC8805'THE 430 METER POINT IS A STANDARD NGS DISK NOT STAMPED SET INTO THE
 AC8805'TOP OF A ROUND CONCRETE MONUMENT 66 CM (26 IN) IN DIAMETER FLUSH WITH
 AC8805'THE GROUND LOCATED 870.0 M (2854.3 FT) EAST FROM THE 1300 METER POINT,
 AC8805'5.9 M (19.35 FT) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY, AND 6.1 M
 AC8805'(20.0 FT) NORTH FROM THE WITNESS POST.
 AC8805
 AC8805                          STATION RECOVERY (1995)
 AC8805
 AC8805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC8805'THE STATION IS LOCATED ABOUT 2.2 KM (1.35 MI) WEST OF BARNESVILLE, AT
 AC8805'THE BARNESVILLE-BRADFIELD AIRPORT.  IN THE GRASS, ALONG THE SOUTH SIDE
 AC8805'OF THE RUNWAY, 430.0 M (1410.8 FT) WEST OF CBL 0 POINT STAMPED
 AC8805'(DOUGHTY 1986) , BETWEEN THE RUNWAY AND A SLOPED BANK. OWNERSHIP--CITY
 AC8805'OF BARNESVILLE, ROUTE 2 FAIRVIEW ROAD, BARNESVILLE, OH.  43713.
 AC8805'AIRPORT MANAGER CLYDE WIHENBROOK, PHONE 614-425-3298. NOTE--THE
 AC8805'STATION IS THE CBL 430 METER (1410.8 FT) POINT, OF A CBL RUNNING
 AC8805'EAST-WEST.  THIS DISK WAS NOT STAMPED.  NOTE--THIS STATION WAS
 AC8805'SELECTED AS A (SACS) .  TO REACH THE STATION FROM THE JUNCTION OF
 AC8805'STATE HIGHWAYS 800 AND 147 IN BARNESVILLE, GO WEST 2.58 KM (1.60 MI)
 AC8805'ALONG HIGHWAY 147 TO THE (GRAVEL) AIRPORT ENTRANCE ROAD ON THE RIGHT.
 AC8805'TURN RIGHT, NORTH, THEN EAST, 0.38 KM (0.25 MI) TO A DRAW BAR GATE.
 AC8805'PASS THROUGH THE GATE, EAST, 0.08 KM (0.05 MI) TO THE OFFICE ON THE
 AC8805'LEFT.  CONTINUE EAST 0.75 KM (0.45 MI) ALONG TAXI TO A HOLD BAR.
 AC8805'CONTINUE SOUTHEAST 0.22 KM (0.15 MI) ALONG TAXI, THEN RUNWAY, TO THE
 AC8805'EAST END OF THE RUNWAY AND TURNAROUND.  TURN WEST, ABOUT 0.38 KM (0.25
 AC8805'MI) TO THE STATION BETWEEN THE RUNWAY AND A SLOPED BANK TO THE SOUTH.
 AC8805'STATION IS 430.0 M (1410.8 FT) WEST OF CBL 0 METER (0.0 FT) POINT
 AC8805'STAMPED (DOUGHTY 1986) , 15.8 M (51.8 FT) SOUTH OF THE RUNWAY
 AC8805'CENTERLINE, 6.0 M (19.7 FT) NORTH OF A WITNESS POST AND EDGE OF SLOPE,
 AC8805'AND THE MONUMENT IS 0.2 M (0.7 FT) BELOW THE LEVEL OF THE RUNWAY AND
 AC8805'FLUSH WITH THE GROUND SURFACE.  NOTE--THIS STATION SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2081 ***********************************************************************
 JX2081  DESIGNATION -  BARNESVILLE MUNICIPAL SPIPE
 JX2081  PID         -  JX2081
 JX2081  STATE/COUNTY-  OH/BELMONT
 JX2081  USGS QUAD   -  BARNESVILLE (1994)
 JX2081
 JX2081                         *CURRENT SURVEY CONTROL
 JX2081  ___________________________________________________________________
 JX2081* NAD 83(1995)-  39 59 37.56672(N)    081 10 27.48450(W)     ADJUSTED  
 JX2081* NAVD 88     -                                                        
 JX2081  ___________________________________________________________________
 JX2081  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 JX2081  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JX2081
 JX2081  HORZ ORDER  -  THIRD
 JX2081
 JX2081.The horizontal coordinates were established by classical geodetic methods
 JX2081.and adjusted by the National Geodetic Survey in April 1998..
 JX2081
 JX2081
 JX2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2081
 JX2081.The geoid height was determined by GEOID03.
 JX2081
 JX2081;                    North         East     Units Scale Factor Converg.
 JX2081;SPC OH S     -   222,172.078   713,211.893   MT  0.99999241   +0 50 28.3
 JX2081;UTM  17      - 4,427,080.133   485,120.341   MT  0.99960273   -0 06 43.3
 JX2081
 JX2081                          SUPERSEDED SURVEY CONTROL
 JX2081
 JX2081  NAD 83(1986)-  39 59 37.57376(N)    081 10 27.49146(W) AD(       ) 4
 JX2081  NAD 27      -  39 59 37.32200(N)    081 10 28.10900(W) AD(       ) 3
 JX2081
 JX2081.Superseded values are not recommended for survey control.
 JX2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2081.See file dsdata.txt to determine how the superseded data were derived.
 JX2081
 JX2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME8512027080(NAD 83)
 JX2081_MARKER: 52 = STANDPIPE TANK
 JX2081
 JX2081  HISTORY     - Date     Condition        Report By
 JX2081  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2081
 JX2081                          STATION DESCRIPTION
 JX2081
 JX2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2081'THE STATION IS THE CENTER OF THE BASE OF THE STANDPIPE, LOCATED
 JX2081'ON A HIGH HILL
 JX2081'JUST WEST OF A CEMETERY ABOUT 0.4 MILE NORTH OF THE BUSINESS SECTION
 JX2081'OF BARNESVILLE.  IT IS A STANDARD
 JX2081'METAL STANDPIPE PAINTED GREY AND IS ABOUT 100 FEET HIGH.
 JX2081'
 JX2081'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BARNESVILLE
 JX2081'THE DISTANCE BEING 72.67 FEET
 JX2081'AND 22.150 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2078 ***********************************************************************
 JX2078  DESIGNATION -  BARNESVILLE RADIO KQB 773 MAST
 JX2078  PID         -  JX2078
 JX2078  STATE/COUNTY-  OH/BELMONT
 JX2078  USGS QUAD   -  BARNESVILLE (1994)
 JX2078
 JX2078                         *CURRENT SURVEY CONTROL
 JX2078  ___________________________________________________________________
 JX2078* NAD 83(1995)-  39 58 57.65771(N)    081 13 51.27238(W)     ADJUSTED  
 JX2078* NAVD 88     -                                                        
 JX2078  ___________________________________________________________________
 JX2078  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 JX2078  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JX2078
 JX2078  HORZ ORDER  -  THIRD
 JX2078
 JX2078.The horizontal coordinates were established by classical geodetic methods
 JX2078.and adjusted by the National Geodetic Survey in April 1998..
 JX2078
 JX2078
 JX2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2078
 JX2078.The geoid height was determined by GEOID03.
 JX2078
 JX2078;                    North         East     Units Scale Factor Converg.
 JX2078;SPC OH S     -   220,871.843   708,395.335   MT  0.99999037   +0 48 18.9
 JX2078;UTM  17      - 4,425,860.698   480,284.690   MT  0.99960478   -0 08 54.1
 JX2078
 JX2078                          SUPERSEDED SURVEY CONTROL
 JX2078
 JX2078  NAD 83(1986)-  39 58 57.66449(N)    081 13 51.27917(W) AD(       ) 4
 JX2078  NAD 27      -  39 58 57.40700(N)    081 13 51.88100(W) AD(       ) 3
 JX2078
 JX2078.Superseded values are not recommended for survey control.
 JX2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2078.See file dsdata.txt to determine how the superseded data were derived.
 JX2078
 JX2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME8028525861(NAD 83)
 JX2078_MARKER: 42 = RADIO/TV MAST
 JX2078
 JX2078  HISTORY     - Date     Condition        Report By
 JX2078  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2078
 JX2078                          STATION DESCRIPTION
 JX2078
 JX2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2078'THE STATION IS THE CENTER OF THE TOP OF THE STRUCTURE.  IT
 JX2078'IS A GUYED STEEL
 JX2078'STRUCTURE AND THE OVERALL HEIGHT IS APPROXIMATELY 120 FEET.  IT IS
 JX2078'LOCATED WEST OF THE TOWN OF
 JX2078'BARNESVILLE AND JUST EAST OF THE BELMONT-GUERNSEY COUNTY
 JX2078'LINE.  IT IS BELIEVED TO BE OWNED AND OPERATED
 JX2078'BY THE OHIO DIVISION OF WILDLIFE.
 JX2078'
 JX2078'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 8 AND 147 AND COUNTY
 JX2078'ROAD 114 IN THE CENTER OF
 JX2078'BARNESVILLE, GO WEST ON COUNTY ROAD 114 FOR 0.75 MILE TO A HOSPITAL
 JX2078'ON THE RIGHT, CONTINUE WESTERLY ON
 JX2078'114 FOR 1.4 MILES TO A Y-FORK.  TAKE THE LEFT FORK
 JX2078'AND GO SOUTHWESTERLY ON COUNTY ROAD 120 FOR 0.35 MILE
 JX2078'TO A Y-FORK, TAKE THE LEFT FORK
 JX2078'AND CONTINUE ON 120 FOR 0.25 MILE TO A Y-FORK, TAKE LEFT FORK AND
 JX2078'CONTINUE ON 120 FOR 0.2 MILE TO A
 JX2078'Y-FORK, TAKE THE LEFT FORK AND CONTINUE ON 120 FOR 0.05 MILE TO A
 JX2078'Y-FORK TAKE RIGHT FORK AND CONTINUE
 JX2078'ON 120 FOR 0.3 MILE TO A Y-FORK.  TAKE RIGHT FORK AND
 JX2078'CONTINUE ON 120 FOR 0.1 MILE TO A Y-FORK, KEEP
 JX2078'RIGHT FORK AND GO WESTERLY ON A GRAVELED
 JX2078'ROAD FOR 0.45 MILE TO A TRACK ROAD RIGHT, JUST PAST A WHITE HOUSE
 JX2078'ON THE LEFT.  TURN RIGHT AND GO
 JX2078'NORTH AND EAST UP HILL FOR 0.2 MILE TO THE MAST AT A SMALL CONCRETE
 JX2078'BLOCK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2079 ***********************************************************************
 JX2079  DESIGNATION -  BARNESVILLE RADIO KQH 37 TOWER
 JX2079  PID         -  JX2079
 JX2079  STATE/COUNTY-  OH/BELMONT
 JX2079  USGS QUAD   -  BARNESVILLE (1994)
 JX2079
 JX2079                         *CURRENT SURVEY CONTROL
 JX2079  ___________________________________________________________________
 JX2079* NAD 83(1995)-  39 59 12.52654(N)    081 09 38.75098(W)     ADJUSTED  
 JX2079* NAVD 88     -                                                        
 JX2079  ___________________________________________________________________
 JX2079  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 JX2079  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JX2079
 JX2079  HORZ ORDER  -  THIRD
 JX2079
 JX2079.The horizontal coordinates were established by classical geodetic methods
 JX2079.and adjusted by the National Geodetic Survey in April 1998..
 JX2079
 JX2079
 JX2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2079
 JX2079.The geoid height was determined by GEOID03.
 JX2079
 JX2079;                    North         East     Units Scale Factor Converg.
 JX2079;SPC OH S     -   221,416.916   714,379.302   MT  0.99999113   +0 50 59.2
 JX2079;UTM  17      - 4,426,305.958   486,274.577   MT  0.99960232   -0 06 11.9
 JX2079
 JX2079                          SUPERSEDED SURVEY CONTROL
 JX2079
 JX2079  NAD 83(1986)-  39 59 12.53475(N)    081 09 38.75748(W) AD(       ) 4
 JX2079  NAD 27      -  39 59 12.28400(N)    081 09 39.37900(W) AD(       ) 3
 JX2079
 JX2079.Superseded values are not recommended for survey control.
 JX2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2079.See file dsdata.txt to determine how the superseded data were derived.
 JX2079
 JX2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME8627526306(NAD 83)
 JX2079_MARKER: 43 = RADIO/TV TOWER
 JX2079
 JX2079  HISTORY     - Date     Condition        Report By
 JX2079  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2079
 JX2079                          STATION DESCRIPTION
 JX2079
 JX2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2079'THE STATION IS THE CENTER OF A FLASHING RED LIGHT AT THE TOP
 JX2079'OF A 3 LEGGED
 JX2079'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE
 JX2079'AND WHITE.  THE TOWER HAS A
 JX2079'MICRO ANTENNA ON THE SOUTHEAST LEG AND THE OVERALL HEIGHT
 JX2079'OF THE STRUCTURE IS 150 FEET.
 JX2079'
 JX2079'THE TOWER IS OWNED AND OPERATED BY THE BELL TELEPHONE COMPANY AND IS
 JX2079'LOCATED IN THE SOUTHEAST
 JX2079'PART OF BARNESVILLE ON MORGANTOWN AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2082 ***********************************************************************
 JX2082  DESIGNATION -  BARNESVILLE UNITED DAIRY STK
 JX2082  PID         -  JX2082
 JX2082  STATE/COUNTY-  OH/BELMONT
 JX2082  USGS QUAD   -  BARNESVILLE (1994)
 JX2082
 JX2082                         *CURRENT SURVEY CONTROL
 JX2082  ___________________________________________________________________
 JX2082* NAD 83(1995)-  39 59 23.84470(N)    081 10 16.43138(W)     ADJUSTED  
 JX2082* NAVD 88     -                                                        
 JX2082  ___________________________________________________________________
 JX2082  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 JX2082  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JX2082
 JX2082  HORZ ORDER  -  THIRD
 JX2082
 JX2082.The horizontal coordinates were established by classical geodetic methods
 JX2082.and adjusted by the National Geodetic Survey in April 1998..
 JX2082
 JX2082
 JX2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2082
 JX2082.The geoid height was determined by GEOID03.
 JX2082
 JX2082;                    North         East     Units Scale Factor Converg.
 JX2082;SPC OH S     -   221,752.754   713,480.300   MT  0.99999171   +0 50 35.3
 JX2082;UTM  17      - 4,426,656.567   485,381.634   MT  0.99960263   -0 06 36.2
 JX2082
 JX2082                          SUPERSEDED SURVEY CONTROL
 JX2082
 JX2082  NAD 83(1986)-  39 59 23.85333(N)    081 10 16.43913(W) AD(       ) 4
 JX2082  NAD 27      -  39 59 23.60000(N)    081 10 17.05500(W) AD(       ) 3
 JX2082
 JX2082.Superseded values are not recommended for survey control.
 JX2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2082.See file dsdata.txt to determine how the superseded data were derived.
 JX2082
 JX2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME8538226657(NAD 83)
 JX2082_MARKER: 63 = STACK
 JX2082
 JX2082  HISTORY     - Date     Condition        Report By
 JX2082  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2082
 JX2082                          STATION DESCRIPTION
 JX2082
 JX2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2082'THE STATION IS THE CENTER OF THE TOP OF A GREY COLORED
 JX2082'CONCRETE STRUCTURE
 JX2082'WHICH IS APPROXIMATELY 150 FEET HIGH.
 JX2082'
 JX2082'THE STRUCTURE IS OWNED BY THE UNITED DAIRY COMPANY AND LOCATED AT THE
 JX2082'CORNER OF MULBERRY AND WATT
 JX2082'AVENUE IN BANRESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1413 ***********************************************************************
 JY1413  DESIGNATION -  BARNHART
 JY1413  PID         -  JY1413
 JY1413  STATE/COUNTY-  OH/ROSS
 JY1413  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY1413
 JY1413                         *CURRENT SURVEY CONTROL
 JY1413  ___________________________________________________________________
 JY1413* NAD 83(1995)-  39 22 26.25090(N)    082 55 28.62980(W)     ADJUSTED  
 JY1413* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 JY1413  ___________________________________________________________________
 JY1413  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JY1413  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JY1413
 JY1413  HORZ ORDER  -  FIRST
 JY1413
 JY1413.The horizontal coordinates were established by classical geodetic methods
 JY1413.and adjusted by the National Geodetic Survey in April 1998..
 JY1413
 JY1413.The orthometric height was scaled from a topographic map.
 JY1413
 JY1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1413
 JY1413.The geoid height was determined by GEOID03.
 JY1413
 JY1413;                    North         East     Units Scale Factor Converg.
 JY1413;SPC OH S     -   152,613.559   563,413.636   MT  0.99993592   -0 16 09.9
 JY1413;UTM  17      - 4,360,043.224   334,218.494   MT  0.99993840   -1 13 16.4
 JY1413
 JY1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1413!SPC OH S     -   0.99994321  x   0.99993592  =   0.99987914
 JY1413!UTM  17      -   0.99994321  x   0.99993840  =   0.99988162
 JY1413
 JY1413|---------------------------------------------------------------------|
 JY1413| PID    Reference Object                     Distance      Geod. Az  |
 JY1413|                                                           dddmmss.s |
 JY1413| CE6193 BARNHART RM 2                        19.242 METERS 01028     |
 JY1413| JY1461 SCHIFF                              APPROX.13.1 KM 2444414.5 |
 JY1413| CE6192 BARNHART RM 1                        29.045 METERS 26348     |
 JY1413|---------------------------------------------------------------------|
 JY1413
 JY1413                          SUPERSEDED SURVEY CONTROL
 JY1413
 JY1413  NAD 83(1986)-  39 22 26.25566(N)    082 55 28.63474(W) AD(       ) 1
 JY1413  NAD 27      -  39 22 26.02900(N)    082 55 28.99300(W) AD(       ) 1
 JY1413
 JY1413.Superseded values are not recommended for survey control.
 JY1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1413.See file dsdata.txt to determine how the superseded data were derived.
 JY1413
 JY1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD3421860043(NAD 83)
 JY1413_MARKER: DS = TRIANGULATION STATION DISK
 JY1413_SETTING: 66 = SET IN ROCK OUTCROP
 JY1413
 JY1413  HISTORY     - Date     Condition        Report By
 JY1413  HISTORY     - 1928     MONUMENTED       CGS
 JY1413  HISTORY     - 1956     GOOD             CGS
 JY1413
 JY1413                          STATION DESCRIPTION
 JY1413
 JY1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 JY1413'ABOUT 3-1/2 MILES NORTHEAST OF CHILLICOTHE, 1/2 MILE NORTHWEST OF
 JY1413'ROCKY KNOB, ON A HIGH ROCKY HILL OWNED BY AMOS BARNHART, WHO
 JY1413'LIVES 200 FEET NORTHWEST OF THE STATION.  STATION IS ON MOST
 JY1413'SOUTHEASTERLY OF THE BARE ROCK OUTCROPS, IN THE SOUTHEAST END OF
 JY1413'THE CHICKEN LOT.  REACHED FROM CHILLICOTHE BY ROAD TOWARD KINGSTON,
 JY1413'ABOUT 3 MILES TO HOPETOWN.  TAKE ROAD LEADING EAST, THENCE NORTHEAST
 JY1413'OVER RAILROAD TO FIRST RIGHT HAND ROAD AFTER CROSSING VIADUCT.  TAKE
 JY1413'RIGHT HAND ROAD, KEEPING LEFT HAND ROAD AT BOTH FORKS TO TOP OF
 JY1413'GRADE.  HERE, TAKE BARNHARTS LANE LEADING SOUTH 1/2 MILE TO HIS
 JY1413'HOUSE.
 JY1413'
 JY1413'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS.
 JY1413'
 JY1413'HEIGHT OF SIGNAL ABOVE STATION MARK - 50 FEET.
 JY1413
 JY1413                          STATION RECOVERY (1956)
 JY1413
 JY1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JAW)
 JY1413'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION IS AS
 JY1413'FOLLOWS-
 JY1413'
 JY1413'THE STATION IS ABOUT 7 MILES SOUTH OF KINGSTON, 4 MILES NORTHEAST OF
 JY1413'CHILLICOTHE, 1/2 MILE NORTHWEST OF ROCKY KNOB AND 0.4 MILE
 JY1413'SOUTHEAST OF A HILL THAT HAS A MICRO-WAVE TOWER ON IT.
 JY1413'
 JY1413'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23, 35 AND
 JY1413'50, AT THE EAST EDGE OF THE CHILLICOTHE BUSINESS DISTRICT, GO
 JY1413'NORTH ON U.S. HIGHWAY 23, TOWARD CIRCLEVILLE, FOR 0.8 MILE TO A ROAD
 JY1413'ON THE RIGHT, AT THE NORTH END OF A BRIDGE.  TURN RIGHT, OFF THE
 JY1413'HIGHWAY, AND CONTINUE FOR 0.1 MILE TO A ROAD INTERSECTION.  TURN LEFT
 JY1413'AND CONTINUE NORTH FOR 0.55 MILE TO A FORK.  KEEP THE LEFT FORK,
 JY1413'STRAIGHT AHEAD, AND CONTINUE NORTH ON THE MAIN ROAD FOR 2.35 MILES TO
 JY1413'A CROSSROAD.  TURN RIGHT, EAST, AND CONTINUE 0.3 MILE TO A FORK.
 JY1413'TAKE THE LEFT FORK AND CONTINUE EASTERLY FOR 1.0 MILE TO THE ROAD
 JY1413'SUMMIT AND FORKS ON THE RIGHT AND THE LEFT.  TURN RIGHT, SOUTH, AND
 JY1413'GO 0.2 MILE TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD, SOUTH, FOR
 JY1413'0.3 MILE TO THE END OF THE ROAD AT SOME OLD FARM BUILDINGS AND THE
 JY1413'STATION.
 JY1413'
 JY1413'THE STATION MARK, STAMPED BARNHART 1928, IS A STANDARD DISK SET IN A
 JY1413'LARGE OUTCROP AND IS 73 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JY1413'OF THE CABIN AT THE STATION.
 JY1413'
 JY1413'REFERENCE MARK 1, STAMPED BARNHART NO. 1 1928, IS A STANDARD DISK SET
 JY1413'IN A LARGE OUTCROP THAT IS 62.5 FEET SOUTH OF THE SOUTH SIDE OF THE
 JY1413'GARAGE.
 JY1413'
 JY1413'REFERENCE MARK 2, STAMPED BARNHART NO. 2 1928, IS A STANDARD DISK SET
 JY1413'IN A LARGE OUTCROP THAT IS 65 FEET EAST OF THE EAST SIDE OF THE
 JY1413'CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1349 ***********************************************************************
 JX1349  DESIGNATION -  BARNHILL
 JX1349  PID         -  JX1349
 JX1349  STATE/COUNTY-  OH/ATHENS
 JX1349  USGS QUAD   -  ALFRED (1994)
 JX1349
 JX1349                         *CURRENT SURVEY CONTROL
 JX1349  ___________________________________________________________________
 JX1349* NAD 83(1995)-  39 14 14.88479(N)    081 53 04.69223(W)     ADJUSTED  
 JX1349* NAVD 88     -       280.834  (meters)     921.37   (feet)  ADJUSTED  
 JX1349  ___________________________________________________________________
 JX1349  X           -     698,335.389 (meters)                     COMP
 JX1349  Y           -  -4,897,346.112 (meters)                     COMP
 JX1349  Z           -   4,012,926.553 (meters)                     COMP
 JX1349  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 JX1349  ELLIP HEIGHT-         246.54  (meters)          (10/07/05) GPS OBS
 JX1349  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1349  DYNAMIC HT  -         280.658 (meters)     920.79  (feet)  COMP
 JX1349  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 JX1349
 JX1349  HORZ ORDER  -  FIRST
 JX1349  VERT ORDER  -  SECOND    CLASS 0
 JX1349  ELLP ORDER  -  FOURTH    CLASS I
 JX1349
 JX1349.The horizontal coordinates were established by classical geodetic methods
 JX1349.and adjusted by the National Geodetic Survey in April 1998..
 JX1349
 JX1349.The orthometric height was determined by differential leveling
 JX1349.and adjusted by the National Geodetic Survey in June 1991..
 JX1349
 JX1349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX1349
 JX1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1349
 JX1349.The ellipsoidal height was determined by GPS observations
 JX1349.and is referenced to NAD 83.
 JX1349
 JX1349.The geoid height was determined by GEOID03.
 JX1349
 JX1349.The dynamic height is computed by dividing the NAVD 88
 JX1349.geopotential number by the normal gravity value computed on the
 JX1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1349.degrees latitude (g = 980.6199 gals.).
 JX1349
 JX1349.The modeled gravity was interpolated from observed gravity values.
 JX1349
 JX1349;                    North         East     Units Scale Factor Converg.
 JX1349;SPC OH S     -   137,556.142   653,124.421   MT  0.99993918   +0 23 25.7
 JX1349;UTM  17      - 4,343,502.024   423,653.853   MT  0.99967177   -0 33 34.5
 JX1349
 JX1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1349!SPC OH S     -   0.99996132  x   0.99993918  =   0.99990050
 JX1349!UTM  17      -   0.99996132  x   0.99967177  =   0.99963310
 JX1349
 JX1349|---------------------------------------------------------------------|
 JX1349| PID    Reference Object                     Distance      Geod. Az  |
 JX1349|                                                           dddmmss.s |
 JX1349| JX1350 BARNHILL RM 1                        16.902 METERS 02944     |
 JX1349| CC9734 BARNHILL AZ MK                                     1640607.7 |
 JX1349| JX2216 BARNHILL AZ MK 2 A PT               448.761 METERS 2450705.7 |
 JX1349| JX2217 BARNHILL 1944 AZ MK 2 1975          453.355 METERS 2454559.2 |
 JX1349| JX1348 BARNHILL RM 2                        31.541 METERS 30431     |
 JX1349|---------------------------------------------------------------------|
 JX1349
 JX1349                          SUPERSEDED SURVEY CONTROL
 JX1349
 JX1349  ELLIP H (04/01/98)  246.55   (m)                       GP(       ) 4 1
 JX1349  NAD 83(1995)-  39 14 14.88711(N)    081 53 04.69876(W) AD(       ) 1
 JX1349  NAD 83(1986)-  39 14 14.88720(N)    081 53 04.69846(W) AD(       ) 1
 JX1349  NAD 27      -  39 14 14.61800(N)    081 53 05.20800(W) AD(       ) 1
 JX1349  NAVD 88 (03/26/96)  280.83   (m)          921.4    (f) LEVELING    3  
 JX1349  NGVD 29 (??/??/92)  281.007  (m)          921.94   (f) ADJ UNCH    2 0
 JX1349
 JX1349.Superseded values are not recommended for survey control.
 JX1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1349.See file dsdata.txt to determine how the superseded data were derived.
 JX1349
 JX1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2365443502(NAD 83)
 JX1349_MARKER: DS = TRIANGULATION STATION DISK
 JX1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1349_STAMPING: BARNHILL 1944
 JX1349_MARK LOGO: CGS   
 JX1349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1349+STABILITY: SURFACE MOTION
 JX1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1349+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 JX1349
 JX1349  HISTORY     - Date     Condition        Report By
 JX1349  HISTORY     - 1944     MONUMENTED       CGS
 JX1349  HISTORY     - 1958     GOOD             NGS
 JX1349  HISTORY     - 1960     GOOD             CGS
 JX1349  HISTORY     - 1975     GOOD             NGS
 JX1349  HISTORY     - 1975     GOOD             THOMAS
 JX1349  HISTORY     - 1976     GOOD             NGS
 JX1349  HISTORY     - 1988     GOOD             USPSQD
 JX1349  HISTORY     - 19950920 GOOD             GEOONE
 JX1349
 JX1349                          STATION DESCRIPTION
 JX1349
 JX1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1349'STATION IS ABOUT
 JX1349'4-1/2 MILES SE OF
 JX1349'GUYSVILLE, ON A RIDGE ABOUT 50 YARDS E OF
 JX1349'U.S. HIGHWAY 50, AND ON PROPERTY
 JX1349'OWNED BY MR. W.A. BARNHILL.  IT
 JX1349'IS SITUATED IN THE NE CORNER OF A PASTURE FIELD,
 JX1349'81-1/2 FEET N
 JX1349'OF THE NW CORNER OF A RED BARN, 57 FEET S OF AN E-W FENCE, AND
 JX1349'45 FEET W OF A
 JX1349'N-S FENCE.  THE DISK IS STAMPED BARNHILL 1944.
 JX1349'
 JX1349'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX1349'DISKS SET IN
 JX1349'CONCRETE.
 JX1349'
 JX1349'REFERENCE MARK 1 IS IN N-S FENCE LINE, ABOUT 8 FEET S OF A
 JX1349'FENCE CORNER.  IT
 JX1349'IS STAMPED BARNHILL NO 1 19449
 JX1349'
 JX1349'REFERENCE MARK 2 IS 1 FOOT S OF E-W FENCE LINE.  IT IS
 JX1349'STAMPED BARNHILL
 JX1349'NO 2 1944.
 JX1349'
 JX1349'AZIMUTH MARK IS 21 FEET W OF THE APPROXIMATE CENTER LINE OF
 JX1349'U.S. HIGHWAY 50,
 JX1349'3.5 FEET N OF A WITNESS POST, AND 1 FOOT E OF
 JX1349'THE RIGHT-OF-WAY FENCE LINE.  IT IS
 JX1349'STAMPED BARNHILL 1944.
 JX1349'
 JX1349'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 329
 JX1349'AND U.S. HIGHWAY
 JX1349'50 IN GUYSVILLE, GO S ON HIGHWAY 50 FOR 4.9 MILES
 JX1349'TO A CROSS ROAD AT THE BARNHILL
 JX1349'SERVICE STATION ON THE RIGHT.*
 JX1349'ENTER THE PASTURE FIELD THROUGH A RED GATE ON THE
 JX1349'LEFT, THEN BEAR
 JX1349'LEFT UP THE SLOPE FOR ABOUT 0.15 MILE TO THE STATION.
 JX1349'
 JX1349'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE S ON
 JX1349'U.S. HIGHWAY 50
 JX1349'FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 JX1349'
 JX1349'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 JX1349
 JX1349                          STATION RECOVERY (1958)
 JX1349
 JX1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JX1349'4.9 MI SE FROM GUYSVILLE.
 JX1349'ABOUT 4.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE OVERPASS
 JX1349'OVER THE BALTIMORE AND OHIO RAILROAD AT GUYSVILLE, THENCE 0.05
 JX1349'MILE EAST-SOUTHEAST AND UPHILL ALONG THE OLD HIGHWAY, THENCE
 JX1349'0.05 MILE WEST-NORTHWEST ALONG A PASTURE TRAIL TO A RED BARN ON
 JX1349'TOP OF RIDGE, 65 YARDS NORTHEAST OF THE CENTER LINE OF THE
 JX1349'HIGHWAY, 119 FEET NORTHEAST OF HIGHWAY FENCE, 81.4 FEET
 JX1349'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF BARN, 46 FEET
 JX1349'WEST-SOUTHWEST OF FENCE LINE ON TOP OF RIDGE, AND SET IN THE
 JX1349'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JX1349
 JX1349                          STATION RECOVERY (1960)
 JX1349
 JX1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 JX1349'STATION AND REFERENCE MARKS WERE RECOVERED AND ARE IN GOOD
 JX1349'CONDITION.  THE AZIMUTH MARK FOR THE STATION WAS DESTROYED DURING
 JX1349'CONSTRUCTION OF US HWY. 50.
 JX1349'
 JX1349'A DIFFERENCE OF TWO MINUTES BETWEEN THE OBSERVED ANGLE BETWEEN THE
 JX1349'REFERENCE MARKS AND THE COMPUTED ANGLE BETWEEN THE MARKS WAS
 JX1349'DISCOVERED.  OVERCAST SKIES PREVENTED A SOLAR AZIMUTH CHECK.
 JX1349'
 JX1349'NEW OBSERVED ANGLE BETWEEN MARKS--
 JX1349'274 DEG 51 MIN 08 SEC.
 JX1349
 JX1349                          STATION RECOVERY (1975)
 JX1349
 JX1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX1349'THE STATION MARKS, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 JX1349'FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS SEARCHED FOR AND
 JX1349'COULD NOT BE FOUND. A DIFFERENCE OF 4 MINUTES AND 28 SECONDS IS
 JX1349'NOTED IN THE DIRECTION AND A DIFFERENCE OF 0.066 METER LONGER
 JX1349'IS NOTED IN THE DISTANCE TO REFERENCE MARK 1. A DIFFERENCE OF
 JX1349'2 MINUTES AND 14 SECONDS IS NOTED IN THE DIRECTION AND A
 JX1349'DIFFERENCE OF 0.007 METER LONGER IS NOTED IN THE DISTANCE TO
 JX1349'REFERENCE MARK 2. AN AZIMUTH MARK 2 WAS ESTABLISHED. FOLLOWING
 JX1349'IS A COMPLETE DESCRIPTION.
 JX1349'
 JX1349'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF GUYSVILLE, 5-1/2
 JX1349'MILES NORTHWEST OF COOLESVILLE AND ON PROPERTY OWNED BY W. A.
 JX1349'BARNHILL.
 JX1349'
 JX1349'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX1349'STATE HIGHWAY 7, SOUTH OF COOLESVILLE, GO WEST ON U. S. HIGHWAY
 JX1349'50 FOR 4.5 MILES TO A REVERSE FORK ON THE RIGHT, ACROSS FROM A
 JX1349'SERVICE STATION.  (TO REACH THE AZIMUTH MARK FROM THE SERVICE
 JX1349'STATION TURN LEFT AND GO WESTERLY ON A PAVED ROAD FOR 0.2 MILE
 JX1349'TO A TELEPHONE POLE AND THE MARK ON THE LEFT.) TURN SHARP RIGHT
 JX1349'AND GO SOUTHEAST ON A FARM DRIVEWAY FOR 0.05 MILE TO A GATE,
 JX1349'PASS THROUGH THE GATE AND BEAR LEFT AND GO NORTHERLY
 JX1349'ON A TRACK ROAD, THROUGH AN OPENING IN A FENCE FOR 0.15
 JX1349'MILE ALONG THE TOP OF THE RIDGE TO THE STATION.
 JX1349'
 JX1349'STATION MARK IS A STANDARD DISK STAMPED---BARNHILL 1944---, SET
 JX1349'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JX1349'3 INCHES ABOVE THE GROUND. IT IS 52.6 FEET SOUTH-SOUTHWEST OF A
 JX1349'MULTI-TRUNKED TREE, 57.8 FEET SOUTH OF A FENCE AND 81.5 FEET
 JX1349'NORTH OF THE NORTHWEST CORNER OF A RED BARN.
 JX1349'
 JX1349'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BARNHILL NO 1 1944---,
 JX1349'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 JX1349'IS FLUSH WITH THE GROUND. IT IS 7.5 FEET SOUTH OF THE FENCE,
 JX1349'10.2 FEET EAST OF THE TREE AND ABOUT 6 FEET LOWER THAN THE
 JX1349'STATION.
 JX1349'
 JX1349'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BARNHILL NO 2 1944---,
 JX1349'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 JX1349'IS FLUSH WITH THE GROUND. IT IS 1.1 FEET EAST OF THE FENCE,
 JX1349'4.6 FEET EAST OF A FENCE, 39.8 FEET EAST OF A FENCE CORNER AND
 JX1349'IS ABOUT 4 FEET LOWER THAN THE STATION.
 JX1349'
 JX1349'AZIMUTH MARK IS A STANDARD DISK STAMPED---BARNHILL 1944 AZ 2
 JX1349'1975---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JX1349'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 240 FEET EAST OF
 JX1349'TOWNSHIP ROAD 118, 44.3 FEET SOUTHEAST OF TELEPHONE POLE NUMBER
 JX1349'4, 19.0 FEET NORTH OF THE APPROXIMATE CENTER OF A PAVED ROAD
 JX1349'AND 1.1 FEET NORTHWEST OF A TELEPHONE POLE.
 JX1349'
 JX1349'HEIGHT OF LIGHT ABOVE MARK WAS 27.0 METERS.
 JX1349'
 JX1349'STATION MARK AND REFERENCE MARKS ARE ALSO BENCH MARKS.
 JX1349
 JX1349                          STATION RECOVERY (1975)
 JX1349
 JX1349'RECOVERY NOTE BY THOMAS ENG AND SURV 1975 (HBW)
 JX1349'BARNHILL -1944 UNDISTURBED.
 JX1349'
 JX1349'BARNHILL NO. 1 - 1944 UNDISTURBED.
 JX1349'
 JX1349'BARNHILL NO. 2 - 1944 UNDISTURBED.
 JX1349'
 JX1349'AZ MK DESTROYED BY HIGHWAY IMPROVEMENT ABOUT 1954 ACCORDING TO
 JX1349'W.A. BARNHILL.
 JX1349'
 JX1349'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES SE OF
 JX1349'GUYSVILLE.
 JX1349
 JX1349                          STATION RECOVERY (1976)
 JX1349
 JX1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1349'RECOVERED IN GOOD CONDITION.
 JX1349
 JX1349                          STATION RECOVERY (1988)
 JX1349
 JX1349'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1349'RECOVERED IN GOOD CONDITION.
 JX1349
 JX1349                          STATION RECOVERY (1995)
 JX1349
 JX1349'RECOVERY NOTE BY GEOONE INCORPORATED 1995 (JDW)
 JX1349'RECOVERED AS DESCRIBED.  UNABLE TO DRIVE TO STATION DUE TO LOCKED
 JX1349'GATE.  CLIMBED FENCE AND PACKED EQUIPMENT UP TO TOP OF HILL. REFERENCE
 JX1349'MARKS NOT LOOKED FOR.  WITNESS POST WAS BROKEN OFF AT BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2217 ***********************************************************************
 JX2217  DESIGNATION -  BARNHILL 1944 AZ MK 2 1975
 JX2217  PID         -  JX2217
 JX2217  STATE/COUNTY-  OH/ATHENS
 JX2217  USGS QUAD   -  ALFRED (1994)
 JX2217
 JX2217                         *CURRENT SURVEY CONTROL
 JX2217  ___________________________________________________________________
 JX2217* NAD 83(1995)-  39 14 08.85040(N)    081 53 21.92980(W)     ADJUSTED  
 JX2217* NAVD 88     -       274.9    (meters)     902.     (feet)  VERTCON   
 JX2217  ___________________________________________________________________
 JX2217  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JX2217  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX2217
 JX2217  HORZ ORDER  -  SECOND
 JX2217
 JX2217.The horizontal coordinates were established by classical geodetic methods
 JX2217.and adjusted by the National Geodetic Survey in April 1998..
 JX2217
 JX2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2217
 JX2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2217
 JX2217.The geoid height was determined by GEOID03.
 JX2217
 JX2217;                    North         East     Units Scale Factor Converg.
 JX2217;SPC OH S     -   137,367.257   652,712.318   MT  0.99993925   +0 23 14.7
 JX2217;UTM  17      - 4,343,320.047   423,238.786   MT  0.99967255   -0 33 45.4
 JX2217
 JX2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2217!SPC OH S     -   0.99996225  x   0.99993925  =   0.99990150
 JX2217!UTM  17      -   0.99996225  x   0.99967255  =   0.99963481
 JX2217
 JX2217:                Primary Azimuth Mark                     Grid Az
 JX2217:SPC OH S     -  BARNHILL                                 065 22 33.6
 JX2217:UTM  17      -  BARNHILL                                 066 19 33.7
 JX2217
 JX2217|---------------------------------------------------------------------|
 JX2217| PID    Reference Object                     Distance      Geod. Az  |
 JX2217|                                                           dddmmss.s |
 JX2217| JX1349 BARNHILL                            453.355 METERS 0654548.3 |
 JX2217| JX2216 BARNHILL AZ MK 2 A PT                 6.866 METERS 11327     |
 JX2217| JX2215 LOTRIDGE TPC TANK                   199.709 METERS 12447     |
 JX2217|---------------------------------------------------------------------|
 JX2217
 JX2217                          SUPERSEDED SURVEY CONTROL
 JX2217
 JX2217  NAD 83(1995)-  39 14 08.85269(N)    081 53 21.93632(W) AD(       ) 2
 JX2217  NAD 83(1986)-  39 14 08.85274(N)    081 53 21.93599(W) AD(       ) 2
 JX2217  NAD 27      -  39 14 08.58356(N)    081 53 22.44505(W) AD(       ) 2
 JX2217  NGVD 29 (07/19/86)  275.1    (m)          903.     (f) VERT ANG       
 JX2217
 JX2217.Superseded values are not recommended for survey control.
 JX2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2217.See file dsdata.txt to determine how the superseded data were derived.
 JX2217
 JX2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2323943320(NAD 83)
 JX2217_MARKER: DD = SURVEY DISK
 JX2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2217+STABILITY: SURFACE MOTION
 JX2217
 JX2217  HISTORY     - Date     Condition        Report By
 JX2217  HISTORY     - 1975     MONUMENTED       NGS
 JX2217  HISTORY     - 19980902 MARK NOT FOUND   USPSQD
 JX2217
 JX2217                          STATION DESCRIPTION
 JX2217
 JX2217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX2217'A TRAVERSE TIE USING EDM EQUIPMENT WAS MADE
 JX2217'FROM BARNHILL 1944.
 JX2217
 JX2217                          STATION RECOVERY (1998)
 JX2217
 JX2217'RECOVERY NOTE BY US POWER SQUADRON 1998
 JX2217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1350 ***********************************************************************
 JX1350  DESIGNATION -  BARNHILL RM 1
 JX1350  PID         -  JX1350
 JX1350  STATE/COUNTY-  OH/ATHENS
 JX1350  USGS QUAD   -  ALFRED (1994)
 JX1350
 JX1350                         *CURRENT SURVEY CONTROL
 JX1350  ___________________________________________________________________
 JX1350* NAD 83(1986)-  39 14 14.     (N)    081 53 04.     (W)     SCALED    
 JX1350* NAVD 88     -       279.130  (meters)     915.78   (feet)  ADJUSTED  
 JX1350  ___________________________________________________________________
 JX1350  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1350  DYNAMIC HT  -         278.955 (meters)     915.20  (feet)  COMP
 JX1350  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 JX1350
 JX1350  VERT ORDER  -  SECOND    CLASS 0
 JX1350
 JX1350.The horizontal coordinates were scaled from a topographic map and have
 JX1350.an estimated accuracy of +/- 6 seconds.
 JX1350
 JX1350.The orthometric height was determined by differential leveling
 JX1350.and adjusted by the National Geodetic Survey in June 1991..
 JX1350
 JX1350.The geoid height was determined by GEOID03.
 JX1350
 JX1350.The dynamic height is computed by dividing the NAVD 88
 JX1350.geopotential number by the normal gravity value computed on the
 JX1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1350.degrees latitude (g = 980.6199 gals.).
 JX1350
 JX1350.The modeled gravity was interpolated from observed gravity values.
 JX1350
 JX1350;                    North         East    Units  Estimated Accuracy
 JX1350;SPC OH S     -   137,530.      653,140.      MT  (+/- 180 meters Scaled)
 JX1350
 JX1350                          SUPERSEDED SURVEY CONTROL
 JX1350
 JX1350  NGVD 29 (??/??/92)  279.303  (m)          916.35   (f) ADJ UNCH    2 0
 JX1350
 JX1350.Superseded values are not recommended for survey control.
 JX1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1350.See file dsdata.txt to determine how the superseded data were derived.
 JX1350
 JX1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD236434(NAD 83)
 JX1350_MARKER: DR = REFERENCE MARK DISK
 JX1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1350_STAMPING: BARNHILL NO 1 1944
 JX1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1350+STABILITY: SURFACE MOTION
 JX1350
 JX1350  HISTORY     - Date     Condition        Report By
 JX1350  HISTORY     - 1944     MONUMENTED       CGS
 JX1350  HISTORY     - 1958     GOOD             NGS
 JX1350  HISTORY     - 1976     GOOD             NGS
 JX1350  HISTORY     - 19980902 GOOD             USPSQD
 JX1350
 JX1350                          STATION DESCRIPTION
 JX1350
 JX1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX1350'4.9 MI SE FROM GUYSVILLE.
 JX1350'ABOUT 4.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE OVERPASS
 JX1350'OVER THE BALTIMORE AND OHIO RAILROAD AT GUYSVILLE, THENCE 0.05
 JX1350'MILE EAST-SOUTHEAST AND UPHILL ALONG THE OLD HIGHWAY, THENCE
 JX1350'0.05 MILE WEST-NORTHWEST ALONG A PASTURE TRAIL TO A RED BARN ON
 JX1350'TOP OF RIDGE, 119 FEET NORTH OF THE NORTHWEST CORNER OF BARN,
 JX1350'1 FOOT WEST-SOUTHWEST OF FENCE LINE, 7 FEET SOUTH OF FENCE CORNER
 JX1350'IN EAST-WEST LINE, 55.5 FEET NORTH-NORTHEAST OF BARNHILL, 113 1/2
 JX1350'FEET EAST OF R.M. 2, AND SET IN THE TOP OF A CONCRETE POST
 JX1350'PROJECTING 4 INCHES.
 JX1350
 JX1350                          STATION RECOVERY (1976)
 JX1350
 JX1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1350'RECOVERED IN GOOD CONDITION.
 JX1350
 JX1350                          STATION RECOVERY (1998)
 JX1350
 JX1350'RECOVERY NOTE BY US POWER SQUADRON 1998
 JX1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1348 ***********************************************************************
 JX1348  DESIGNATION -  BARNHILL RM 2
 JX1348  PID         -  JX1348
 JX1348  STATE/COUNTY-  OH/ATHENS
 JX1348  USGS QUAD   -  ALFRED (1994)
 JX1348
 JX1348                         *CURRENT SURVEY CONTROL
 JX1348  ___________________________________________________________________
 JX1348* NAD 83(1986)-  39 14 14.     (N)    081 53 04.     (W)     SCALED    
 JX1348* NAVD 88     -       279.578  (meters)     917.25   (feet)  ADJUSTED  
 JX1348  ___________________________________________________________________
 JX1348  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1348  DYNAMIC HT  -         279.403 (meters)     916.67  (feet)  COMP
 JX1348  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 JX1348
 JX1348  VERT ORDER  -  SECOND    CLASS 0
 JX1348
 JX1348.The horizontal coordinates were scaled from a topographic map and have
 JX1348.an estimated accuracy of +/- 6 seconds.
 JX1348
 JX1348.The orthometric height was determined by differential leveling
 JX1348.and adjusted by the National Geodetic Survey in June 1991..
 JX1348
 JX1348.The geoid height was determined by GEOID03.
 JX1348
 JX1348.The dynamic height is computed by dividing the NAVD 88
 JX1348.geopotential number by the normal gravity value computed on the
 JX1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1348.degrees latitude (g = 980.6199 gals.).
 JX1348
 JX1348.The modeled gravity was interpolated from observed gravity values.
 JX1348
 JX1348;                    North         East    Units  Estimated Accuracy
 JX1348;SPC OH S     -   137,530.      653,140.      MT  (+/- 180 meters Scaled)
 JX1348
 JX1348                          SUPERSEDED SURVEY CONTROL
 JX1348
 JX1348  NGVD 29 (??/??/92)  279.751  (m)          917.82   (f) ADJ UNCH    2 0
 JX1348
 JX1348.Superseded values are not recommended for survey control.
 JX1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1348.See file dsdata.txt to determine how the superseded data were derived.
 JX1348
 JX1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD236434(NAD 83)
 JX1348_MARKER: DS = TRIANGULATION STATION DISK
 JX1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1348_STAMPING: BARNHILL NO 2 1944
 JX1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1348+STABILITY: SURFACE MOTION
 JX1348
 JX1348  HISTORY     - Date     Condition        Report By
 JX1348  HISTORY     - 1944     MONUMENTED       CGS
 JX1348  HISTORY     - 1958     GOOD             NGS
 JX1348  HISTORY     - 1976     GOOD             NGS
 JX1348  HISTORY     - 19980902 GOOD             USPSQD
 JX1348
 JX1348                          STATION DESCRIPTION
 JX1348
 JX1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX1348'4.9 MI SE FROM GUYSVILLE.
 JX1348'ABOUT 4.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE OVERPASS
 JX1348'OVER THE BALTIMORE AND OHIO RAILROAD AT GUYSVILLE, THENCE 0.05
 JX1348'MILE EAST-SOUTHEAST AND UPHILL ALONG THE OLD HIGHWAY, THENCE 0.05
 JX1348'MILE WEST-NORTHWEST ALONG A PASTURE TRAIL TO A RED BARN ON TOP OF
 JX1348'RIDGE, 180 FEET NORTHWEST OF THE NORTHWEST CORNER OF BARN, 1 FOOT
 JX1348'SOUTH OF EAST-WEST FENCE LINE, 40 FEET EAST OF FENCE CORNER,
 JX1348'103.5 FEET NORTHWEST OF BARNHILL, 113 1/2 FEET WEST OF R.M. 1, AND
 JX1348'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JX1348
 JX1348                          STATION RECOVERY (1976)
 JX1348
 JX1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1348'RECOVERED IN GOOD CONDITION.
 JX1348
 JX1348                          STATION RECOVERY (1998)
 JX1348
 JX1348'RECOVERY NOTE BY US POWER SQUADRON 1998
 JX1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1433 ***********************************************************************
 JY1433  DESIGNATION -  BARR
 JY1433  PID         -  JY1433
 JY1433  STATE/COUNTY-  OH/FAIRFIELD
 JY1433  USGS QUAD   -  EAST RINGGOLD (1992)
 JY1433
 JY1433                         *CURRENT SURVEY CONTROL
 JY1433  ___________________________________________________________________
 JY1433* NAD 83(1995)-  39 38 57.68592(N)    082 49 13.62698(W)     ADJUSTED  
 JY1433* NAVD 88     -       336.     (meters)    1102.     (feet)  SCALED    
 JY1433  ___________________________________________________________________
 JY1433  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 JY1433  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JY1433
 JY1433  HORZ ORDER  -  FIRST
 JY1433
 JY1433.The horizontal coordinates were established by classical geodetic methods
 JY1433.and adjusted by the National Geodetic Survey in April 1998..
 JY1433
 JY1433.The orthometric height was scaled from a topographic map.
 JY1433
 JY1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1433
 JY1433.The geoid height was determined by GEOID03.
 JY1433
 JY1433;                    North         East     Units Scale Factor Converg.
 JY1433;SPC OH S     -   183,150.686   572,497.447   MT  0.99994657   -0 12 12.0
 JY1433;UTM  17      - 4,390,424.060   343,809.929   MT  0.99990035   -1 09 42.6
 JY1433
 JY1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1433!SPC OH S     -   0.99995265  x   0.99994657  =   0.99989922
 JY1433!UTM  17      -   0.99995265  x   0.99990035  =   0.99985301
 JY1433
 JY1433:                Primary Azimuth Mark                     Grid Az
 JY1433:SPC OH S     -  BARR AZ MK                               008 34 45.6
 JY1433:UTM  17      -  BARR AZ MK                               009 32 16.2
 JY1433
 JY1433|---------------------------------------------------------------------|
 JY1433| PID    Reference Object                     Distance      Geod. Az  |
 JY1433|                                                           dddmmss.s |
 JY1433| CE6194 BARR AZ MK                                         0082233.6 |
 JY1433| CE6195 BARR RM 1                           277.691 METERS 02213     |
 JY1433| CE6197 BARR RM 3                            69.619 METERS 09335     |
 JY1433| CE6196 BARR RM 2                            87.255 METERS 11101     |
 JY1433| CE6198 BARR RM 4                            69.535 METERS 18333     |
 JY1433| JY1439 MEINFELER                           APPROX.14.3 KM 2624443.0 |
 JY1433|---------------------------------------------------------------------|
 JY1433
 JY1433                          SUPERSEDED SURVEY CONTROL
 JY1433
 JY1433  NAD 83(1986)-  39 38 57.69245(N)    082 49 13.62973(W) AD(       ) 1
 JY1433  NAD 27      -  39 38 57.46800(N)    082 49 14.00300(W) AD(       ) 1
 JY1433
 JY1433.Superseded values are not recommended for survey control.
 JY1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1433.See file dsdata.txt to determine how the superseded data were derived.
 JY1433
 JY1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD4381090424(NAD 83)
 JY1433_MARKER: DS = TRIANGULATION STATION DISK
 JY1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1433
 JY1433  HISTORY     - Date     Condition        Report By
 JY1433  HISTORY     - 1928     MONUMENTED       CGS
 JY1433  HISTORY     - 1929     GOOD             CGS
 JY1433  HISTORY     - 1929     GOOD             CGS
 JY1433  HISTORY     - 1935     GOOD             CGS
 JY1433  HISTORY     - 1938     GOOD             CGS
 JY1433  HISTORY     - 1945     GOOD             CGS
 JY1433  HISTORY     - 1957     SEE DESCRIPTION  USGS
 JY1433  HISTORY     - 1976     GOOD             NGS
 JY1433
 JY1433                          STATION DESCRIPTION
 JY1433
 JY1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 JY1433'STATION IS ABOUT 6-3/4 MILES E AND 3-1/2 MILES N OF CIRCLEVILLE, 4
 JY1433'MILES SW OF AMANDA, ON LAND OWNED BY FRANK BARR.  IT IS ABOUT 1 MILE
 JY1433'E OF THE PICKAWAY-FAIRFIELD COUNTY LINE AND 1/2 MILE N OF STATE
 JY1433'HIGHWAY 10.
 JY1433'
 JY1433'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 JY1433'CONCRETE.  SURFACE MARK IS SET 1 FOOT BELOW GRADE.
 JY1433'
 JY1433'REACHED FROM CIRCLEVILLE OR LANCASTER BY STATE HIGHWAY 10 TO A
 JY1433'CROSSROADS ABOUT 1-1/4 MILE E OF THE COUNTY LINE, THENCE N ABOUT 1/2
 JY1433'MILE TO A T-INTERSECTION, THENCE W 1/4 MILE TO A ROAD LEADING N.
 JY1433'STATION IS ON W SIDE OF FIELD IN NW CORNER OF ROADS, ON THE HIGHEST
 JY1433'GROUND, AND ABOUT 100 YARDS FROM THE CORNER OF ROADS.  MR. BARR LIVES
 JY1433'1/2 MILE N IN FIRST HOUSE ON W SIDE OF THE ROAD LEADING N.
 JY1433'
 JY1433'HEIGHT OF SIGNAL ABOVE STATION MARK - 90 FEET.
 JY1433
 JY1433                          STATION RECOVERY (1929)
 JY1433
 JY1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (CMT)
 JY1433'ABOUT 6-3/4 MILES E AND 3-1/2 MILES N OF CIRCLEVILLE.  STATION IS
 JY1433'ABOUT 4 MILES SW OF AMANDA, ABOUT 0.6 MILE N OF PLAINVIEW
 JY1433'STORE, AT ROAD INTERSECTION.  IT IS ABOUT 1 MILE E OF THE
 JY1433'PICKAWAY-FAIRFIELD COUNTY LINE AND ABOUT 0.6 MILE N OF STATE HIGHWAY
 JY1433'10, FROM PLAINVIEW STORE.  IT IS ABOUT 75 YARDS W OF THE W FENCE
 JY1433'ALONG A ROAD AND 70 YARDS N OF THE N FENCE ALONG ANOTHER ROAD,
 JY1433'THESE ROADS FORMING A T-INTERSECTION NEAR THE SW CORNER OF A DWELLING
 JY1433'HOUSE.  THE STATION IS ABOUT IN RANGE WITH THE T-INTERSECTION OF
 JY1433'THE ROADS AND A LARGE WHITE HOUSE (WITH A RED BARN NEARBY) 3/4 MILE
 JY1433'DISTANT TO THE SE.
 JY1433'
 JY1433'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT IS 15
 JY1433'INCHES BELOW GROUND SURFACE.
 JY1433'
 JY1433'REFERENCE MARK 1 IS IN NW CORNER OF A FIELD, 24 FEET E OF THE CENTER
 JY1433'OF THE ROAD, AND 39.5 FEET SW OF THE SW CORNER OF A 2-STORY DWELLING
 JY1433'HOUSE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 JY1433'MARK IS FLUSH WITH GROUND.
 JY1433'
 JY1433'REFERENCE MARK 2 IS 21.5 FEET E OF CENTER OF ROAD, 6.5 FEET NE OF A
 JY1433'GATE POST, 3.5 FEET W OF AN OLD BARN.  IT IS A BRONZE REFERENCE
 JY1433'DISK SET IN TOP OF A CONCRETE POST 2 INCHES ABOVE THE GROUND.
 JY1433'
 JY1433'HEIGHT OF SIGNAL ABOVE STATION MARK - 31.0 METERS.
 JY1433
 JY1433                          STATION RECOVERY (1929)
 JY1433
 JY1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (RLP)
 JY1433'STATION AND REFERENCE MARKS IN GOOD CONDITION.  RECOVERED AS
 JY1433'DESCRIBED.
 JY1433
 JY1433                          STATION RECOVERY (1935)
 JY1433
 JY1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JY1433'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND AS
 JY1433'DESCRIBED BY C.M.T.
 JY1433'
 JY1433'REFERENCE MARK 1 IS IN THE NW CORNER OF WHEAT FIELD BELONGING TO MR.
 JY1433'FRANK BARR.  IT IS 26 FEET E FROM CENTER LINE OF GRAVEL ROAD, 4
 JY1433'FEET E FROM CORNER POST OF FENCE, AND 18 INCHES S OF YARD FENCE S OF
 JY1433'THE WILLIAM MATZ HOUSE.  THE MARK PROJETS 2 INCHES ABOVE SURFACE.
 JY1433'
 JY1433'REFERENCE MARK 2 IS 22 FEET E FROM CENTER LINE OF GRAVEL ROAD, 3 FEET
 JY1433'N AND 3 FEET W FROM SW CORNER OF OLD BARN, 3 FEET N OF GATE POST
 JY1433'DIRECTLY UNDER WIRE FENCE, AND 10 FEET N FROM CENTER LINE OF DRIVEWAY
 JY1433'LEADING TO BARRS TENANT HOUSE.
 JY1433'
 JY1433'THE STATION IS ON HIGHEST GROUND IN CLEARED FIELD, NOW IN PASTURE, ON
 JY1433'PROPERTY BELONGING TO MR. FRANK BARR WHO LIVES 1/2 MILE N, ON W
 JY1433'SIDE OF GRAVEL ROAD.  IT IS 77.4 METERS N OF CENTERLINE OF E-W ROAD
 JY1433'AND 63.6 METERS W OF N-S ROAD.
 JY1433'
 JY1433'TO REACH STATION, GO TO U.S. HIGHWAY 22 AND FOLLOW TO PLAINVIEW STORE
 JY1433'AND GASOLINE STATION 13.7 MILES W OF LANCASTER AND 4.2 MILES W OF
 JY1433'AMANDA.  THERE TURN N AND GO 0.6 MILE TO T-INTERSECTION, THERE JOG W
 JY1433'80 YARDS TO T-ROAD N AND STATION IN FIELD NW.
 JY1433
 JY1433                          STATION RECOVERY (1938)
 JY1433
 JY1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 JY1433'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED BY J.S.B. IN
 JY1433'1935 AND FOUND TO BE IN GOOD CONDITION.  AN AZIMUTH MARK WAS SET.
 JY1433'SLIGHT DISCREPANCY WAS FOUND, NEW DESCRIPTION FOLLOWS.
 JY1433'
 JY1433'REFERENCE MARK 1 IS WNW OF STATION.
 JY1433'
 JY1433'REFERENCE MARK 2 IS E OF STATION.
 JY1433'
 JY1433'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE NNW OF STATION ON RIGHT SIDE
 JY1433'OF ROAD.  IT IS SET IN A 12- BY 12-INCH CONCRETE BLOCK PROJECTING
 JY1433'4 INCHES ABOVE GROUND.  STAMPED BARR 1938.  IT IS 0.05 MILE S OF
 JY1433'T-ROAD, 3 FEET S OF AN ELECTRIC LIGHT POLE, AND 25 FEET E OF CENTER
 JY1433'LINE OF ROAD.
 JY1433'
 JY1433'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 22 AND 23 IN
 JY1433'CIRCLEVILLE, GO E ON HIGHWAY 22 FOR 7.35 MILES TO PLAINVIEW
 JY1433'STORE AND SERVICE STATION, TURN LEFT ON GRAVEL ROAD FOR 0.6 MILE,
 JY1433'THENCE LEFT AT T-ROADS FOR 0.1 MILE, THENCE RIGHT 0.05 MILE TO GATE
 JY1433'ON THE LEFT.  PASS THROUGH GATE AND GO APPROXIMATELY 75 YARDS
 JY1433'TO STATION IN THE FIELD.
 JY1433
 JY1433                          STATION RECOVERY (1945)
 JY1433
 JY1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1433'STATION WAS RECOVERED AS DESCRIBED BY A.P.R. IN 1938.  ALL MARKS WERE
 JY1433'FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2, BECAUSE OF THEIR
 JY1433'DISTANCE FROM THE STATION, ARE OF LITTLE VALUE AS REFERENCE MARKS.
 JY1433'TWO NEW REFERENCE MARKS, NOS. 3 AND 4, WERE ESTABLISHED BY THIS
 JY1433'PARTY.  A COMPLETE DESCRIPTION FOLLOWS-
 JY1433'
 JY1433'STATION IS LOCATED ABOUT 7 MILES NE OF CIRCLEVILLE AND ABOUT 4 MILES
 JY1433'W OF AMANDA ON LAND OWNED BY FRANK BARR.  IT IS IN A CULTIVATED
 JY1433'FIELD, 229 FEET W OF THE W FENCE OF THE N-S ROAD, 229 FEET N OF THE N
 JY1433'FENCE OF THE E-W ROAD, AND 321 FEET NW OF THE FENCE CORNER OF THE
 JY1433'TWO ROADS.  THE DISK IS STAMPED BARR 1928 AND IS 14 INCHES BELOW THE
 JY1433'SURFACE OF THE GROUND.
 JY1433'
 JY1433'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JY1433'BRONZE DISKS SET IN CONCRETE.
 JY1433'
 JY1433'REFERENCE MARK 1 IS 277.890 METERS (1938 DISTANCE) NE OF THE STATION
 JY1433'ON THE E SIDE OF THE ROAD.  IT IS 39.3 FEET SW OF THE SW CORNER OF
 JY1433'A TWO-STORY WHITE HOUSE, 27 FEET E OF THE APPROXIMATE CENTER OF THE
 JY1433'ROAD, AND 8 FEET NE OF POWER POLE NO. C211.  THE DISK IS STAMPED
 JY1433'BARR NO. 1 1928 AND IS FLUSH WITH THE GROUND.
 JY1433'
 JY1433'REFERENCE MARK 2 IS 87.316 METERS (1938 DISTANCE) E OF THE STATION ON
 JY1433'THE E SIDE OF THE ROAD.  IT IS 24 FEET E OF THE APPROXIMATE CENTER
 JY1433'OF THE ROAD AND 4.5 FEET NW OF THE NW CORNER OF AN OLD BARN.  THE
 JY1433'DISK IS STAMPED BARR NO. 2 1928 AND IS FLUSH WITH THE GROUND.
 JY1433'
 JY1433'REFERENCE MARK 3 IS 228.44 FEET E OF THE STATION IN THE W FENCE OF
 JY1433'THE ROAD.  IT IS 229 FEET N OF THE FENCE CORNER OF THE TWO ROADS.
 JY1433'THE DISK IS STAMPED BARR NO. 3 1945 AND PROJECTS ABOUT 3 INCHES.
 JY1433'
 JY1433'REFERENCE MARK 4 IS 228.17 FEET S OF THE STATION IN THE N FENCE OF
 JY1433'THE E-W ROAD.  IT IS 229 FEET E OF THE FENCE CORNER OF THE TWO
 JY1433'ROADS, 1 FOOT N OF A STANDARD WITNESS POST, AND 2 FEET NW OF A
 JY1433'TELEPHONE POLE.  THE DISK IS STAMPED BARR NO.  4 1945 AND PROJECTS
 JY1433'ABOUT 2 INCHES.
 JY1433'
 JY1433'AZIMUTH MARK IS ABOUT 0.7 MILE N OF THE STATION ON THE E SIDE OF THE
 JY1433'ROAD.  IT IS 24 FEET E OF THE APPROXIMATE CENTER OF THE ROAD, 3
 JY1433'FEET SE OF A STANDARD WITNESS POST, AND 4 FEET SE OF A POWERPOLE.
 JY1433'THE DISK IS STAMPED BARR 1938 AND IS FLUSH WITH THE GROUND.
 JY1433'
 JY1433'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 22 AND 23 IN
 JY1433'CIRCLEVILLE, GO E ON HIGHWAY 22 FOR 7.35 MILES TO A GRAVEL
 JY1433'CROSSROAD AND PLAINVIEW STORE AND SERVICE STATION ON THE SE CORNER,
 JY1433'TURN LEFT (N) AND GO 0.6 MILE TO A T-ROAD INTERSECTION, TURN LEFT
 JY1433'AND GO 0.05 MILE TO A T-ROAD RIGHT AND STATION ON THE NW CORNER.
 JY1433'TURN RIGHT ON T-ROAD AND GO 0.8 MILE TO THE AZIMUTH MARK ON THE
 JY1433'RIGHT.
 JY1433'
 JY1433'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JY1433
 JY1433                          STATION RECOVERY (1957)
 JY1433
 JY1433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JY1433'STATION HAS BEEN CONTINUALLY PLOWED UNDER YEAR AFTER YEAR, AND SEEMS
 JY1433'TO BE 3 FEET UNDER, AT LEAST.
 JY1433
 JY1433                          STATION RECOVERY (1976)
 JY1433
 JY1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JY1433'THE STATION MARKS AND ALL REFERENCE MARKS WERE FOUND IN GOOD
 JY1433'CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY GRADING 2 YEARS AGO
 JY1433'AND THE DISK WAS SALVAGED.  THE DIRECTION TO THE REFERENCE MARKS
 JY1433'CHECKED AS DID THE DISTANCE TO REFERENCE MARKS 3 AND 4.  THE
 JY1433'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.199 OF
 JY1433'A METER AND SHORTER TO REFERENCE MARK 2 BY 0.065 OF A METER.  A
 JY1433'NEW DESCRIPTION FOLLOWS--
 JY1433'
 JY1433'THE STATION IS LOCATED ON THE HIGHEST POINT OF A CULTIVATED FIELD
 JY1433'OWNED BY MR. DENNIS STREITENBERGER, 250 FEET WEST OF THE CENTERLINE
 JY1433'OF CO. RD. NO. 4, 228 FEET WEST OF A METAL WITNESS POST, 252 FEET
 JY1433'NORTH OF THE CENTERLINE OF TWP RD. NO. 158 AND 229 FEET NORTH OF A
 JY1433'METAL WITNESS POST.  THE MONUMENT IS 12 INCHES UNDERGROUND AND
 JY1433'THE DISK IS STAMPED BARR 1928.
 JY1433'
 JY1433'REFERENCE MARK 1 IS 26 FEET EAST OF THE CENTERLINE OF ROAD, 4 FEET
 JY1433'EAST OF A FENCE CORNER POST, 40 FEET SOUTHWEST OF THE SOUTHWEST
 JY1433'CORNER OF A HOUSE, 2 FEET SOUTHWEST OF A 20 INCH WILD CHERRY TREE,
 JY1433'7 FEET NORTHEAST OF A POWER POLE AND 1 FOOT NORTH OF A FENCE.  THE
 JY1433'MONUMENT IS FLUSH AND THE DISK IS STAMPED BARR NO 1 1928.
 JY1433'
 JY1433'REFERENCE MARK 2 IS 26 FEET EAST OF THE CENTERLINE OF ROAD, 12 FEET
 JY1433'NORTH OF THE CENTERLINE OF A DRIVEWAY AND 170 FEET NORTH OF THE
 JY1433'CENTERLINE OF RD. 158.  THE MONUMENT IS 4 INCHES UNDERGROUND AND
 JY1433'THE DISK IS STAMPED BARR NO 2 1928.
 JY1433'
 JY1433'REFERENCE MARK 3 IS 1 FOOT SOUTH OF A METAL WITNESS POST, 7 FEET
 JY1433'NORTH OF THE EXTENDED CENTERLINE OF A DRIVEWAY EAST, 254 FEET NORTH
 JY1433'OF THE CENTERLINE OF RD. 158 AND 21 FEET WEST OF THE CENTERLINE OF
 JY1433'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BARR NO 3
 JY1433'1945.
 JY1433'
 JY1433'REFERENCE MARK 4 IS 246 FEET WEST OF THE CENTERLINE OF RD. 4, 1 FOOT
 JY1433'NORTH OF A METAL WITNESS POST, 24 FEET NORTH OF THE CENTERLINE OF
 JY1433'RD. 158, 3 FEET NORTHWEST OF A TELEPHONE POLE AND 118 FEET
 JY1433'NORTHEAST OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 JY1433'STAMPED BARR NO 4 1945.
 JY1433'
 JY1433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 JY1433'NORTHEAST OF CIRCLEVILLE.
 JY1433'
 JY1433'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2220 ***********************************************************************
 JX2220  DESIGNATION -  BARTLETT
 JX2220  PID         -  JX2220
 JX2220  STATE/COUNTY-  OH/WASHINGTON
 JX2220  USGS QUAD   -  CHESTERHILL (1994)
 JX2220
 JX2220                         *CURRENT SURVEY CONTROL
 JX2220  ___________________________________________________________________
 JX2220* NAD 83(1995)-  39 24 43.50423(N)    081 47 25.64433(W)     ADJUSTED  
 JX2220* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 JX2220  ___________________________________________________________________
 JX2220  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 JX2220  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JX2220
 JX2220  HORZ ORDER  -  SECOND
 JX2220
 JX2220.The horizontal coordinates were established by classical geodetic methods
 JX2220.and adjusted by the National Geodetic Survey in April 1998..
 JX2220
 JX2220.The orthometric height was scaled from a topographic map.
 JX2220
 JX2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2220
 JX2220.The geoid height was determined by GEOID03.
 JX2220
 JX2220;                    North         East     Units Scale Factor Converg.
 JX2220;SPC OH S     -   157,000.186   661,102.517   MT  0.99993602   +0 27 00.8
 JX2220;UTM  17      - 4,362,805.696   431,951.344   MT  0.99965701   -0 30 06.8
 JX2220
 JX2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2220!SPC OH S     -   0.99996023  x   0.99993602  =   0.99989625
 JX2220!UTM  17      -   0.99996023  x   0.99965701  =   0.99961725
 JX2220
 JX2220|---------------------------------------------------------------------|
 JX2220| PID    Reference Object                     Distance      Geod. Az  |
 JX2220|                                                           dddmmss.s |
 JX2220| CC9736 BARTLETT RM 1                        22.850 METERS 19240     |
 JX2220| CC9735 BARTLETT AZ MK                                     2860215.6 |
 JX2220| CC9737 BARTLETT RM 2                        26.956 METERS 31515     |
 JX2220|---------------------------------------------------------------------|
 JX2220
 JX2220                          SUPERSEDED SURVEY CONTROL
 JX2220
 JX2220  NAD 83(1986)-  39 24 43.50661(N)    081 47 25.65121(W) AD(       ) 2
 JX2220  NAD 27      -  39 24 43.24200(N)    081 47 26.16700(W) AD(       ) 2
 JX2220
 JX2220.Superseded values are not recommended for survey control.
 JX2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2220.See file dsdata.txt to determine how the superseded data were derived.
 JX2220
 JX2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD3195162806(NAD 83)
 JX2220_MARKER: DS = TRIANGULATION STATION DISK
 JX2220_SETTING: 0 = UNSPECIFIED SETTING
 JX2220
 JX2220  HISTORY     - Date     Condition        Report By
 JX2220  HISTORY     - 1944     MONUMENTED       CGS
 JX2220
 JX2220                          STATION DESCRIPTION
 JX2220
 JX2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2220'STATION IS LOCATED
 JX2220'ABOUT 2-1/2 MILES
 JX2220'ESE OF THE TOWN OF BARTLETT, ON LAND OWNED
 JX2220'BY MAY M. SMITH.  IT IS 42.6 FEET W
 JX2220'OF THE SW CORNER OF A CHICKEN
 JX2220'HOUSE.  DISK IS STAMPED BARTLETT 1944 AND IS FLUSH
 JX2220'WITH THE SURFACE
 JX2220'OF THE GROUND.
 JX2220'
 JX2220'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX2220'DISKS SET IN
 JX2220'CONCRETE.
 JX2220'
 JX2220'REFERENCE MARK 1 IS 2 FEET N OF A BARN.  IT IS STAMPED
 JX2220'BARTLETT NO 1 1944
 JX2220'AND PROJECTS ABOUT 5 INCHES.
 JX2220'
 JX2220'REFERENCE MARK 2 IS 2 FEET ESE OF A CORNCRIB.  IT IS STAMPED
 JX2220'BARTLETT NO 2 1944
 JX2220'AND PROJECTS ABOUT 5 INCHES.
 JX2220'
 JX2220'AZIMUTH MARK IS 0.5 MILE BY ROAD W OF THE STATION, 29 FEET S
 JX2220'OF THE CENTER LINE
 JX2220'OF U.S. HIGHWAY 50N, AND 1 FOOT N OF A POWER TRANSMISSION
 JX2220'LINE POLE.  IT IS NEAR A 4- BY 4-INCH
 JX2220'WHITE WITNESS
 JX2220'POST.  IT IS STAMPED BARTLETT 1944 AND PROJECTS ABOUT 6
 JX2220'INCHES.
 JX2220'
 JX2220'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 JX2220'555 AND U.S.
 JX2220'HIGHWAY 50N, GO E ON HIGHWAY 50N FOR 0.95 MILE TO THE
 JX2220'AZIMUTH MARK ON THE RIGHT.
 JX2220'CONTINUE ON HIGHWAY 50N FOR 0.5 MILE
 JX2220'TO THE SMITH FARM AND THE STATION ON THE
 JX2220'RIGHT.
 JX2220'
 JX2220'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1398 ***********************************************************************
 JY1398  DESIGNATION -  BARTON RESET
 JY1398  PID         -  JY1398
 JY1398  STATE/COUNTY-  OH/HOCKING
 JY1398  USGS QUAD   -  NEW PLYMOUTH (1992)
 JY1398
 JY1398                         *CURRENT SURVEY CONTROL
 JY1398  ___________________________________________________________________
 JY1398* NAD 83(1995)-  39 26 22.31479(N)    082 29 46.31415(W)     ADJUSTED  
 JY1398* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 JY1398  ___________________________________________________________________
 JY1398  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 JY1398  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JY1398
 JY1398  HORZ ORDER  -  FIRST
 JY1398
 JY1398.The horizontal coordinates were established by classical geodetic methods
 JY1398.and adjusted by the National Geodetic Survey in April 1998..
 JY1398
 JY1398.The orthometric height was scaled from a topographic map.
 JY1398
 JY1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1398
 JY1398.The geoid height was determined by GEOID03.
 JY1398
 JY1398;                    North         East     Units Scale Factor Converg.
 JY1398;SPC OH S     -   159,807.239   600,327.253   MT  0.99993637   +0 00 08.7
 JY1398;UTM  17      - 4,366,621.854   371,244.087   MT  0.99980411   -0 57 02.2
 JY1398
 JY1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1398!SPC OH S     -   0.99995171  x   0.99993637  =   0.99988809
 JY1398!UTM  17      -   0.99995171  x   0.99980411  =   0.99975583
 JY1398
 JY1398|---------------------------------------------------------------------|
 JY1398| PID    Reference Object                     Distance      Geod. Az  |
 JY1398|                                                           dddmmss.s |
 JY1398| CE6200 BARTON RM 4                          50.826 METERS 23325     |
 JY1398| CE6201 BARTON RM 5                          37.119 METERS 28210     |
 JY1398| CE6199 BARTON AZ MK                                       2884635.8 |
 JY1398| JY1399 ROCK HOUSE LOOKOUT TOWER            APPROX.11.8 KM 3015233.1 |
 JY1398|---------------------------------------------------------------------|
 JY1398
 JY1398                          SUPERSEDED SURVEY CONTROL
 JY1398
 JY1398  NAD 83(1986)-  39 26 22.31815(N)    082 29 46.31941(W) AD(       ) 1
 JY1398  NAD 27      -  39 26 22.07700(N)    082 29 46.75600(W) AD(       ) 1
 JY1398
 JY1398.Superseded values are not recommended for survey control.
 JY1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1398.See file dsdata.txt to determine how the superseded data were derived.
 JY1398
 JY1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD7124466622(NAD 83)
 JY1398_MARKER: V = STONE MONUMENT
 JY1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1398
 JY1398  HISTORY     - Date     Condition        Report By
 JY1398  HISTORY     - 1945     MONUMENTED       CGS
 JY1398  HISTORY     - 1945     SEE DESCRIPTION  CGS
 JY1398
 JY1398                          STATION DESCRIPTION
 JY1398
 JY1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1398'STATION WAS RECOVERED AS DESCRIBED IN 1885.  THE GRANITE POST WAS
 JY1398'REMOVED AND A STANDARD STATION DISK WAS REPLACED HOLDING THE
 JY1398'ORIGINAL POSITION.  THE ORIGINAL STONE REFERENCE MARKS 1, 2, AND 3,
 JY1398'WERE NOT RECOVERED.  TWO REFERENCE MARKS 4 AND 5 AND AN AZIMUTH MARK
 JY1398'WERE ESTABLISHED.  THE COMPLETE NEW DESCRIPTION FOLLOWS-
 JY1398'
 JY1398'STATION IS LOCATED ABOUT 9.5 MILES SE OF THE CITY OF LOGAN ON LAND
 JY1398'OWNED BY W.E. CLINE.  THE MARK IS SITUATED ON THE HIGHEST GROUND
 JY1398'OF A SMALL BARE KNOLL ABOUT 0.15 MILE S OF THE FARM DWELLING.  THE
 JY1398'SURFACE MARK IS APPROXIMATELY 10 INCHES BELOW THE SURFACE OF
 JY1398'THE GROUND.  THE DISK IS STAMPED BARTON 1885 1945.
 JY1398'
 JY1398'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JY1398'BRONZE DISKS SET IN CONCRETE.
 JY1398'
 JY1398'REFERENCE MARK 4 IS 166.75 FEET WSW OF THE STATION ON THE SW SLOPE OF
 JY1398'THE HILL AT THE EDGE OF CULTIVATION.  THE MARK PROJECTS 4 INCHES
 JY1398'AND THE DISK IS STAMPED BARTON NO 4 1945.
 JY1398'
 JY1398'REFERENCE MARK 5 IS 121.78 FEET WNW OF THE STATION ON THE W SLOPE OF
 JY1398'THE HILL AT THE EDGE OF CULTIVATION.  THE MARK PROJECTS 4 INCHES
 JY1398'AND THE DISK IS STAMPED BARTON NO 5 1945.  A STANDARD WITNESS POST
 JY1398'WAS PLACED AT THIS MARK.
 JY1398'
 JY1398'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WNW OF THE STATION IN THE S
 JY1398'RIGHT-OF-WAY FENCELINE.  IT IS ON A ROAD BANK 50 FEET W OF A FARM
 JY1398'LANE, 16 FEET S OF THE APPROXIMATE CENTER OF THE DIRT ROAD, AND 2
 JY1398'FEET SE OF A STANDARD WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 JY1398'THE DISK IS STAMPED BARTON 1945.
 JY1398'
 JY1398'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 JY1398'HIGHWAY 75 IN LOGAN, GO S ON STATE HIGHWAY 75 FOR 6.3 MILES TO A
 JY1398'GULF SERVICE STATION IN THE VILLAGE OF EWING.  CONTINUE ON HIGHWAY 75
 JY1398'FOR 0.6 MILE TO A DIRT T-ROAD RIGHT.  TURN RIGHT AND FOLLOW THE
 JY1398'DIRT ROAD FOR 0.5 MILE, KEEP RIGHT AT FORKS FOR 0.5 MILE, THEN LEFT
 JY1398'FORK FOR 1.35 MILES TO A CROSSROAD.  TURN LEFT AND GO 0.55 MILE,
 JY1398'THEN TAKE THE RIGHT FORK FOR 1.8 MILES TO A CROSSROAD.  TURN RIGHT
 JY1398'FOR 0.5 MILE TO A FARM LANE LEFT.* TURN LEFT TO THE FARM HOUSE AND
 JY1398'GO S ALONG TOP OF RIDGE FOR 0.15 MILE TO THE HIGHEST POINT AND
 JY1398'STATION.
 JY1398'
 JY1398'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE W ON THE DIRT
 JY1398'ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JY1398'
 JY1398'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3274 ***********************************************************************
 AE3274  DESIGNATION -  BASE
 AE3274  PID         -  AE3274
 AE3274  STATE/COUNTY-  OH/MONTGOMERY
 AE3274  USGS QUAD   -  DAYTON NORTH (1996)
 AE3274
 AE3274                         *CURRENT SURVEY CONTROL
 AE3274  ___________________________________________________________________
 AE3274* NAD 83(1995)-  39 45 54.33161(N)    084 11 09.51708(W)     ADJUSTED  
 AE3274* NAVD 88     -       245.1    (meters)     804.     (feet)  GPS OBS   
 AE3274  ___________________________________________________________________
 AE3274  X           -     497,340.929 (meters)                     COMP
 AE3274  Y           -  -4,884,339.677 (meters)                     COMP
 AE3274  Z           -   4,058,106.531 (meters)                     COMP
 AE3274  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AE3274  ELLIP HEIGHT-         211.89  (meters)          (10/07/05) GPS OBS
 AE3274  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AE3274
 AE3274  HORZ ORDER  -  FIRST
 AE3274  ELLP ORDER  -  FOURTH    CLASS I
 AE3274
 AE3274.The horizontal coordinates were established by GPS observations
 AE3274.and adjusted by the National Geodetic Survey in September 1997..
 AE3274
 AE3274.The orthometric height was determined by GPS observations and a
 AE3274.high-resolution geoid model.
 AE3274
 AE3274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3274
 AE3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3274
 AE3274.The ellipsoidal height was determined by GPS observations
 AE3274.and is referenced to NAD 83.
 AE3274
 AE3274.The geoid height was determined by GEOID03.
 AE3274
 AE3274;                    North         East     Units Scale Factor Converg.
 AE3274;SPC OH S     -   197,299.770   455,550.263   MT  0.99995794   -1 04 11.2
 AE3274;UTM  16      - 4,405,473.168   741,043.042   MT  1.00031537   +1 48 03.0
 AE3274
 AE3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3274!SPC OH S     -   0.99996676  x   0.99995794  =   0.99992470
 AE3274!UTM  16      -   0.99996676  x   1.00031537  =   1.00028212
 AE3274
 AE3274|---------------------------------------------------------------------|
 AE3274| PID    Reference Object                     Distance      Geod. Az  |
 AE3274|                                                           dddmmss.s |
 AE3274| AE3350 D 9                                 306.134 METERS 34514     |
 AE3274|---------------------------------------------------------------------|
 AE3274
 AE3274                          SUPERSEDED SURVEY CONTROL
 AE3274
 AE3274  ELLIP H (09/11/97)  211.99   (m)                       GP(       ) 4 1
 AE3274
 AE3274.Superseded values are not recommended for survey control.
 AE3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3274.See file dsdata.txt to determine how the superseded data were derived.
 AE3274
 AE3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4104305473(NAD 83)
 AE3274_MARKER: B = BOLT
 AE3274_SETTING: 0 = UNSPECIFIED SETTING
 AE3274_MARK LOGO: WOOLPT
 AE3274_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3274+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2001
 AE3274
 AE3274  HISTORY     - Date     Condition        Report By
 AE3274  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3274  HISTORY     - 20010707 GOOD             WOOLPT
 AE3274
 AE3274                          STATION DESCRIPTION
 AE3274
 AE3274'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3274'DECRIBED BY WOOLPERRT 1996 TO REACH THE STATION FROM INTERSECTION OF
 AE3274'I-75 AND FIRST ST. IN DAYTON GO EAST ON FIRST ST FOR 1.0 MI (1.6 KM)
 AE3274'TO SEARS ST GO NORTH ON SEARS TO MONUMENT ST GO WEST ON MONUMENT ST TO
 AE3274'THE WOOLPERT BUILDING ON THE RIGHT. STATION IS LOCATED ON THE ROOF OF
 AE3274'THE WOOLPERT BUILDING.
 AE3274
 AE3274                          STATION RECOVERY (2001)
 AE3274
 AE3274'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (TEM)
 AE3274'THIS STATION IS IN A RESTRICTED PORTION OF THE BUILDING AND SHOULD BE
 AE3274'CONSIDERED INACCESSIBLE TO NON-WOOLPERT PERSONNEL. THERE ARE SEVERAL
 AE3274'NEARBY STATIONS THAT ARE SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2122 ***********************************************************************
 KZ2122  DESIGNATION -  BASSINGER
 KZ2122  PID         -  KZ2122
 KZ2122  STATE/COUNTY-  OH/ALLEN
 KZ2122  USGS QUAD   -  BLUFFTON (1988)
 KZ2122
 KZ2122                         *CURRENT SURVEY CONTROL
 KZ2122  ___________________________________________________________________
 KZ2122* NAD 83(1995)-  40 54 18.85418(N)    083 58 35.81944(W)     ADJUSTED  
 KZ2122* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 KZ2122  ___________________________________________________________________
 KZ2122  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 KZ2122  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 KZ2122
 KZ2122  HORZ ORDER  -  FIRST
 KZ2122
 KZ2122.The horizontal coordinates were established by classical geodetic methods
 KZ2122.and adjusted by the National Geodetic Survey in April 1998..
 KZ2122
 KZ2122.The orthometric height was scaled from a topographic map.
 KZ2122
 KZ2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2122
 KZ2122.The geoid height was determined by GEOID03.
 KZ2122
 KZ2122;                    North         East     Units Scale Factor Converg.
 KZ2122;SPC OH N     -   138,591.145   475,599.851   MT  0.99994314   -0 58 12.2
 KZ2122;UTM  17      - 4,532,504.092   249,287.524   MT  1.00037372   -1 57 00.5
 KZ2122;UTM  16      - 4,532,639.288   754,652.056   MT  1.00039823   +1 58 50.9
 KZ2122
 KZ2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2122!SPC OH N     -   0.99996743  x   0.99994314  =   0.99991057
 KZ2122!UTM  17      -   0.99996743  x   1.00037372  =   1.00034113
 KZ2122!UTM  16      -   0.99996743  x   1.00039823  =   1.00036564
 KZ2122
 KZ2122|---------------------------------------------------------------------|
 KZ2122| PID    Reference Object                     Distance      Geod. Az  |
 KZ2122|                                                           dddmmss.s |
 KZ2122| CE6203 BASSINGER RM 1                       43.126 METERS 05441     |
 KZ2122| CE6204 BASSINGER RM 2                       44.138 METERS 17741     |
 KZ2122| CE6202 BASSINGER AZ MK                                    1804724.3 |
 KZ2122| CE6205 BASSINGER RM 3                       18.233 METERS 30056     |
 KZ2122| MD1761 GLANDORF ST JOHNS CHURCH SPIRE      APPROX.16.4 KM 3280038.8 |
 KZ2122| MD1762 OTTAWA MUNICIPAL TANK               APPROX.13.8 KM 3385047.0 |
 KZ2122|---------------------------------------------------------------------|
 KZ2122
 KZ2122                          SUPERSEDED SURVEY CONTROL
 KZ2122
 KZ2122  NAD 83(1986)-  40 54 18.86563(N)    083 58 35.83291(W) AD(       ) 1
 KZ2122  NAD 27      -  40 54 18.67700(N)    083 58 36.03500(W) AD(       ) 1
 KZ2122
 KZ2122.Superseded values are not recommended for survey control.
 KZ2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2122.See file dsdata.txt to determine how the superseded data were derived.
 KZ2122
 KZ2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF4928832504(NAD 83)
 KZ2122_MARKER: DD = SURVEY DISK
 KZ2122_SETTING: 0 = UNSPECIFIED SETTING
 KZ2122_STAMPING: BASSINGER 1943
 KZ2122_MARK LOGO: CGS   
 KZ2122_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2122+STABILITY: SURFACE MOTION
 KZ2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2122+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1991
 KZ2122
 KZ2122  HISTORY     - Date     Condition        Report By
 KZ2122  HISTORY     - 1943     MONUMENTED       CGS
 KZ2122  HISTORY     - 1952     SEE DESCRIPTION  CGS
 KZ2122  HISTORY     - 19910903 POOR             AIRLAN
 KZ2122
 KZ2122                          STATION DESCRIPTION
 KZ2122
 KZ2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2122'THE STATION IS LOCATED ABOUT 3 MILES S OF THE SMALL VILLAGE OF
 KZ2122'PANDORA, AND ABOUT 100 YARDS
 KZ2122'NE OF N.J. BASSINGER FARMHOUSE.  IT IS LOCATED NEAR THE
 KZ2122'CENTER OF A TRIANGULAR PLOT
 KZ2122'OF LAND THAT IS FORMED BY 3 ROADS, 90
 KZ2122'FEET SW OF THE INTERSECTION OF STATE HIGHWAY
 KZ2122'696 AND COLUMBUS ROAD,
 KZ2122'54 FEET S OF THE CENTER LINE OF COLUMBUS ROAD, 36 FEET W OF THE
 KZ2122'CENTER LINE
 KZ2122'OF HIGHWAY 696, 26 FEET E OF THE CENTER LINE OF A MACADAM
 KZ2122'ROAD.  THE MARK IS FLUSH WITH
 KZ2122'THE GROUND AND THE DISK IS
 KZ2122'STAMPED BASSINGER 1943.
 KZ2122'
 KZ2122'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 KZ2122'DISKS SET IN
 KZ2122'CONCRETE.
 KZ2122'
 KZ2122'REFERENCE MARK 1 IS 141.49 FEET NE OF THE STATION, 60 FEET W
 KZ2122'OF THE CENTER LINE
 KZ2122'OF A MACADAM ROAD, 54 FEET NE OF THE INTERSECTION
 KZ2122'OF HIGHWAY 696 AND COLUMBUS ROAD, 27
 KZ2122'FEET E OF THE CENTER LINE
 KZ2122'OF HIGHWAY 696, 25 FEET N OF THE CENTER LINE OF
 KZ2122'COLUMBUS ROAD.  THE
 KZ2122'DISK IS STAMPED BASSINGER NO 1 1943.
 KZ2122'
 KZ2122'REFERENCE MARK 2 IS 144.81 FEET S OF THE STATION, 29 FEET E
 KZ2122'OF THE CENTER LINE
 KZ2122'OF HIGHWAY 696, 1 FOOT W OF A N-S FENCELINE.
 KZ2122'THE DISK IS STAMPED BASSINGER NO 2
 KZ2122'1943.
 KZ2122'
 KZ2122'THE AZIMUTH MARK IS 0.35 MILE S OF THE STATION, 50.1 FEET NNW
 KZ2122'OF SAM SPENCES
 KZ2122'MAILBOX, 24.5 FEET W OF THE CENTER LINE OF HIGHWAY
 KZ2122'696, 12.2 FEET N OF A POLE, 6.6
 KZ2122'FEET S OF THE SE CORNER FENCE POST
 KZ2122'OF A CULTIVATED FIELD.  THE DISK IS STAMPED
 KZ2122'BASSINGER 1943.
 KZ2122'
 KZ2122'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON STATE HIGHWAY
 KZ2122'12 IN THE SMALL
 KZ2122'VILLAGE OF PANDORA, GO W ON HIGHWAY 12 FOR 0.75
 KZ2122'MILE TO THE JUNCTION OF HIGHWAY
 KZ2122'696, HERE TURN LEFT ON HIGHWAY 696
 KZ2122'AND GO 3.0 MILES TO THE JUNCTION OF COLUMBUS ROAD
 KZ2122'AND STATION AS
 KZ2122'DESCRIBED.
 KZ2122'
 KZ2122'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON HIGHWAY
 KZ2122'696 FOR 0.35 MILE
 KZ2122'AND MARK ON THE RIGHT AS DESCRIBED.
 KZ2122'
 KZ2122'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 KZ2122
 KZ2122                          STATION RECOVERY (1952)
 KZ2122
 KZ2122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 KZ2122'STATION WAS RECOVERED AS DESCRIBED.
 KZ2122'STATION, REFERENCE
 KZ2122'MARK 1 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 KZ2122'REFERENCE MARK 2 HAD APPARENTLY BEEN
 KZ2122'DESTROYED BY HIGHWAY
 KZ2122'GRADING MACHINERY.  THE DISK WAS NOT RECOVERED.  THE
 KZ2122'DISTANCE IN
 KZ2122'METERS TO REFERENCE MARK 1 DID NOT CHECK.  REFERENCE MARK 3 WAS
 KZ2122'ESTABLISHED BY
 KZ2122'THIS PARTY.  THE OLD TO REACH DESCRIPTION IS
 KZ2122'ADEQUATE.
 KZ2122'
 KZ2122'REFERENCE MARK 3 IS 22 FT. S OF THE CENTER OF COLUMBUS ROAD,
 KZ2122'18 FT. W OF THE
 KZ2122'CENTER OF A PAVED ROAD, AND 2 FT. S OF A POWER
 KZ2122'POLE.  IT IS A STANDARD
 KZ2122'REFERENCE-MARK DISK, STAMPED BASSINGER
 KZ2122'NO 3 1943 AND SET IN THE TOP OF A 6-IN.
 KZ2122'CAST-IRON PIPE FILLED
 KZ2122'WITH CONCRETE AND PROJECTING ABOUT 2 IN.
 KZ2122
 KZ2122                          STATION RECOVERY (1991)
 KZ2122
 KZ2122'RECOVERY NOTE BY AIR LAND SURVEYS INCORPORATED 1991 (JEK)
 KZ2122'THE CONCRETE PART OF THE MONUMENT WAS FOUND IN GOOD CONDITION IN THAT
 KZ2122'IT HAD NOT BEEN DISTURBED. HOWEVER, THE BRASS DISK HAS BEEN KNOCKED
 KZ2122'OUT SOMETIME IN THE PAST.  THE HOLE IN WHICH THE DISK WAS ANCHORED IS
 KZ2122'NOT BROKEN UP. IT APPEARS THAT THE DISK WAS PULLED STAIGHT OUT.  THE
 KZ2122'STATION IS STILL IN THE TRIANGULAR ISLAND OF LAND FORMED BY THE ROADS
 KZ2122'AS DESCRIBED IN THE ORIGINAL DESCRIPTION.  THE STATION PROJECTS
 KZ2122'APPROXIMATELY 4 INCHES ABOVE THE GROUND. REFERENCE MARK NO. 3 WAS
 KZ2122'RECOVERED AS DESCRIBED. REFERENCE MARK NO.1 WAS FOUND WITH THE
 KZ2122'CONCRETE UNDISTURBED, BUT AGAIN, THE BRASS DISK HAS BEEN REMOVED OR
 KZ2122'KNOCKED OUT. THE DISTANCE FROM MARK NO. 3 TO THE CENTER OF THE HOLE IN
 KZ2122'THE MAIN MONUMENT WAS FOUND TO BE ACCURATE.  THE DISTANCE FROM THE
 KZ2122'CENTER OF THE HOLE IN REFERENCE MARK NO. 1 TO THE STATION WAS .12 FEET
 KZ2122'SHORT. THE RECOVERY NOTES FROM 1954 ALSO NOTED THAT THE DISTANCE TO
 KZ2122'REFERENCE MARK NO. 1 WAS NOT ACCURATE. THE REMAINS OF THE AZIMUTH MARK
 KZ2122'WERE FOUND WITH THE CONCRETE BROKEN UP.  THE BRASS DISK WAS NOT
 KZ2122'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3395 ***********************************************************************
 JZ3395  CBN         -  This is a Cooperative Base Network Control Station.
 JZ3395  PACS        -  This is a Primary Airport Control Station.
 JZ3395  DESIGNATION -  BATAVIA
 JZ3395  PID         -  JZ3395
 JZ3395  STATE/COUNTY-  OH/CLERMONT
 JZ3395  USGS QUAD   -  BATAVIA (1992)
 JZ3395
 JZ3395                         *CURRENT SURVEY CONTROL
 JZ3395  ___________________________________________________________________
 JZ3395* NAD 83(1995)-  39 04 42.38357(N)    084 12 38.13360(W)     ADJUSTED  
 JZ3395* NAVD 88     -       253.41   (meters)     831.4    (feet)  GPS OBS   
 JZ3395  ___________________________________________________________________
 JZ3395  X           -     500,126.478 (meters)                     COMP
 JZ3395  Y           -  -4,932,723.844 (meters)                     COMP
 JZ3395  Z           -   3,999,219.015 (meters)                     COMP
 JZ3395  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 JZ3395  ELLIP HEIGHT-         219.36  (meters)          (03/08/05) GPS OBS
 JZ3395  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ3395
 JZ3395  HORZ ORDER  -  B
 JZ3395  ELLP ORDER  -  FOURTH    CLASS II
 JZ3395
 JZ3395.This mark is at Clermont County Airport (I69)
 JZ3395
 JZ3395.The horizontal coordinates were established by GPS observations
 JZ3395.and adjusted by the National Geodetic Survey in August 1996..
 JZ3395
 JZ3395.The orthometric height was determined by GPS observations and a
 JZ3395.high-resolution geoid model.
 JZ3395
 JZ3395.GPS derived orthometric heights for airport stations designated as
 JZ3395.PACS or SACS are published to 2 decimal places.  This maintains
 JZ3395.centimeter relative accuracy between the PACS and SACS.  It does
 JZ3395.not indicate centimeter accuracy relative to other marks which are
 JZ3395.part of the NAVD 88 network.
 JZ3395
 JZ3395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3395
 JZ3395.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3395
 JZ3395.The ellipsoidal height was determined by GPS observations
 JZ3395.and is referenced to NAD 83.
 JZ3395
 JZ3395.The geoid height was determined by GEOID03.
 JZ3395
 JZ3395;                    North         East     Units Scale Factor Converg.
 JZ3395;SPC OH S     -   121,122.964   451,997.502   MT  0.99995008   -1 05 07.5
 JZ3395;UTM  16      - 4,329,185.437   741,292.521   MT  1.00031696   +1 45 33.3
 JZ3395
 JZ3395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3395!SPC OH S     -   0.99996558  x   0.99995008  =   0.99991567
 JZ3395!UTM  16      -   0.99996558  x   1.00031696  =   1.00028253
 JZ3395
 JZ3395:                Primary Azimuth Mark                     Grid Az
 JZ3395:SPC OH S     -  I69 A                                    034 21 13.6
 JZ3395:UTM  16      -  I69 A                                    031 30 32.8
 JZ3395
 JZ3395|---------------------------------------------------------------------|
 JZ3395| PID    Reference Object                     Distance      Geod. Az  |
 JZ3395|                                                           dddmmss.s |
 JZ3395| AD8838 I69 A                               APPROX. 0.6 KM 0331606.1 |
 JZ3395| JZ3398 BATAVIA AZ MK                       APPROX. 0.5 KM 2152835.5 |
 JZ3395|---------------------------------------------------------------------|
 JZ3395
 JZ3395                          SUPERSEDED SURVEY CONTROL
 JZ3395
 JZ3395  ELLIP H (08/20/96)  219.41   (m)                       GP(       ) 4 2
 JZ3395  NAD 83(1995)-  39 04 42.38592(N)    084 12 38.13580(W) AD(       ) 3
 JZ3395  NAD 83(1986)-  39 04 42.38677(N)    084 12 38.13592(W) AD(       ) 3
 JZ3395  NAD 27      -  39 04 42.16838(N)    084 12 38.36835(W) AD(       ) 3
 JZ3395  NGVD 29 (02/23/89)  254.3    (m)          834.     (f) GPS OBS        
 JZ3395
 JZ3395.Superseded values are not recommended for survey control.
 JZ3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3395.See file dsdata.txt to determine how the superseded data were derived.
 JZ3395
 JZ3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ4129329185(NAD 83)
 JZ3395_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ3395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3395_SP_SET: CONCRETE POST
 JZ3395_STAMPING: BATAVIA 1986
 JZ3395_MARK LOGO: NGS   
 JZ3395_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3395+STABILITY: SURFACE MOTION
 JZ3395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3395+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1995
 JZ3395
 JZ3395  HISTORY     - Date     Condition        Report By
 JZ3395  HISTORY     - 1986     MONUMENTED       NGS
 JZ3395  HISTORY     - 19870810 GOOD
 JZ3395  HISTORY     - 19951004 GOOD             NGS
 JZ3395
 JZ3395                          STATION DESCRIPTION
 JZ3395
 JZ3395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3395'TO REACH FROM THE JUNCTION OF WEST MAIN STREET AND STATE ROUTE 32 AT
 JZ3395'NORTHWEST EDGE OF BATAVIA GO 1.4 KM (0.9 MILE) WEST ON ROUTE 32, THEN
 JZ3395'WEST (LEFT) ON OLD STATE ROUTE 74 FOR 2.0 KM (1.3 MILE), THE LEFT
 JZ3395'(SOUTH) 0.2 KM (0.1 MILE) ON AMELIA-OLIVE BRANCH ROAD, THEN LEFT
 JZ3395'(SOUTHEAST) 1.3 KM (0.8 MILE) ON TAYLOR ROAD TO THE AIRPORT OFFICE
 JZ3395'ON THE LEFT.
 JZ3395'STATION MARKS ARE STANDARD DISKS STAMPED ---BATAVIA 1986---.  THE
 JZ3395'SURFACE MARK IS SET IN A 28 CM (11 INCH) DIAMETER, FLUSH CONCRETE
 JZ3395'MONUMENT.  IT IS LOCATED ATOP A LOW HILL NEAR THE MIDPOINT OF THE
 JZ3395'RUNWAY 37.5 METERS (123 FEET) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 JZ3395'RUNWAY, 16.5 METERS (54.2 FT) SOUTHWEST OF A WINDSOCK POLE,
 JZ3395'ABOVE THE RUNWAY.  THE UNDERGROUND MARK IS RECESSED 86 CM
 JZ3395'(36 INCHES).
 JZ3395'TYPED BY JAMES MALONEY 9/03/87.
 JZ3395
 JZ3395                          STATION RECOVERY (1987)
 JZ3395
 JZ3395'RECOVERED 1987
 JZ3395'RECOVERED IN GOOD CONDITION.
 JZ3395
 JZ3395                          STATION RECOVERY (1995)
 JZ3395
 JZ3395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JZ3395'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF BATAVIA, AT
 JZ3395'THE CLERMONT COUNTY AIRPORT.  IN THE GRASS, NEAR THE CENTER OF THE
 JZ3395'AIRPORT, NEAR THE SOUTHEAST SIDE OF THE MAIN TAXI, SOUTH OF THE
 JZ3395'JUNCTION OF THE SOUTHWEST ANGLE RAMP AND TAXI.  OWNERSHIP--CLERMONT
 JZ3395'COUNTY, CLERMONT COUNTY AIRPORT, BATAVIA, OH.  45103.  AIRPORT MANAGER
 JZ3395'RALPH CORNETT, PHONE 513-732-2593 EXT.  201.  NOTE--CONTACT 24-HOURS
 JZ3395'IN ADVANCE.  NOTE--THIS STATION WAS SELECTED AS A PACS.  TO REACH THE
 JZ3395'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND STATE HIGHWAY
 JZ3395'32 ABOUT 5.0 KM (3.10 MI) WEST OF BATAVIA, GO EAST, 4.35 KM (2.70 MI)
 JZ3395'ALONG HIGHWAY 32 TO OLD STATE ROUTE 74 AND AIRPORT SIGN ON THE RIGHT.
 JZ3395'TURN RIGHT, EAST, 0.95 KM (0.60 MI) ALONG ROUTE 74 TO ARMSTRONG
 JZ3395'BOULEVARD ON THE RIGHT.  TURN RIGHT, SOUTH, 0.84 KM (0.50 MI) ALONG
 JZ3395'THE BOULEVARD TO A TEE ROAD.  TURN LEFT, SOUTHEAST, 0.65 KM (0.40 MI)
 JZ3395'TO SHORTYS DRIVE ON THE LEFT.  TURN LEFT, NORTHEAST, 0.64 KM (0.40 MI)
 JZ3395'ALONG THE DRIVE TO THE AIRPORT PARKING LOT ON THE LEFT.  TURN LEFT,
 JZ3395'NORTHERLY, 0.20 KM (0.10 MI) ACROSS PARKING LOT TO THE AIRPORT
 JZ3395'TERMINAL.  TURN LEFT, NORTHWEST, 0.09 KM (0.05 MI) TO A TAXI.  TURN
 JZ3395'LEFT, SOUTHWEST, 0.28 KM (0.15 MI) ALONG TAXI TO A BOUNDRY ROAD.
 JZ3395'CONTINUE SOUTHWEST, THEN NORTHWEST, THEN NORTHEAST, 0.43 KM (0.25 MI)
 JZ3395'ALONG BOUNDRY ROAD, AROUND END OF RUNWAY AND ALONG TAXI TO THE AZIMUTH
 JZ3395'STATION ON THE RIGHT.  CONTINUE NORTHEAST, 0.55 KM (0.35 MI) ALONG
 JZ3395'TAXI TO THE STATION ON THE RIGHT IN FRONT OF THE LOUNGE.  STATION IS
 JZ3395'29.3 M (96.1 FT) NORTHWEST OF THE RUNWAY CENTERLINE, 18.2 M (59.7 FT)
 JZ3395'SOUTHEAST OF THE STRAIGHT TAXI CENTERLINE, 7.2 M (23.6 FT) SOUTH OF A
 JZ3395'WITNESS POST, 5.8 M (19.0 FT) SOUTH OF THE SOUTHWEST BROKEN END OF A
 JZ3395'24-INCH CONCRETE PIPE CULVERT UNDER THE ANGLE TAXI, AND THE MONUMENT
 JZ3395'IS 1.3 M (4.3 FT) BELOW THE LEVEL OF THE TAXI AND RECESSED 5 CM.
 JZ3395'BELOW THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3398 ***********************************************************************
 JZ3398  SACS        -  This is a Secondary Airport Control Station.
 JZ3398  DESIGNATION -  BATAVIA AZ MK
 JZ3398  PID         -  JZ3398
 JZ3398  STATE/COUNTY-  OH/CLERMONT
 JZ3398  USGS QUAD   -  BATAVIA (1992)
 JZ3398
 JZ3398                         *CURRENT SURVEY CONTROL
 JZ3398  ___________________________________________________________________
 JZ3398* NAD 83(1995)-  39 04 28.13969(N)    084 12 51.15653(W)     ADJUSTED  
 JZ3398* NAVD 88     -       256.66   (meters)     842.1    (feet)  GPS OBS   
 JZ3398  ___________________________________________________________________
 JZ3398  X           -     499,843.208 (meters)                     COMP
 JZ3398  Y           -  -4,933,033.406 (meters)                     COMP
 JZ3398  Z           -   3,998,880.057 (meters)                     COMP
 JZ3398  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 JZ3398  ELLIP HEIGHT-         222.61  (meters)          (10/07/05) GPS OBS
 JZ3398  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ3398
 JZ3398  HORZ ORDER  -  FIRST
 JZ3398  ELLP ORDER  -  FIFTH     CLASS I
 JZ3398
 JZ3398.This mark is at Clermont County Airport (I69)
 JZ3398
 JZ3398.The horizontal coordinates were established by GPS observations
 JZ3398.and adjusted by the National Geodetic Survey in June 1997..
 JZ3398
 JZ3398.The orthometric height was determined by GPS observations and a
 JZ3398.high-resolution geoid model.
 JZ3398
 JZ3398.GPS derived orthometric heights for airport stations designated as
 JZ3398.PACS or SACS are published to 2 decimal places.  This maintains
 JZ3398.centimeter relative accuracy between the PACS and SACS.  It does
 JZ3398.not indicate centimeter accuracy relative to other marks which are
 JZ3398.part of the NAVD 88 network.
 JZ3398
 JZ3398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3398
 JZ3398.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3398
 JZ3398.The ellipsoidal height was determined by GPS observations
 JZ3398.and is referenced to NAD 83.
 JZ3398
 JZ3398.The geoid height was determined by GEOID03.
 JZ3398
 JZ3398;                    North         East     Units Scale Factor Converg.
 JZ3398;SPC OH S     -   120,689.747   451,676.213   MT  0.99995045   -1 05 15.7
 JZ3398;UTM  16      - 4,328,736.646   740,993.018   MT  1.00031518   +1 45 24.5
 JZ3398
 JZ3398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3398!SPC OH S     -   0.99996507  x   0.99995045  =   0.99991553
 JZ3398!UTM  16      -   0.99996507  x   1.00031518  =   1.00028024
 JZ3398
 JZ3398:                Primary Azimuth Mark                     Grid Az
 JZ3398:SPC OH S     -  BATAVIA                                  036 33 43.0
 JZ3398:UTM  16      -  BATAVIA                                  033 43 02.8
 JZ3398
 JZ3398|---------------------------------------------------------------------|
 JZ3398| PID    Reference Object                     Distance      Geod. Az  |
 JZ3398|                                                           dddmmss.s |
 JZ3398| JZ3395 BATAVIA                             APPROX. 0.5 KM 0352827.3 |
 JZ3398|---------------------------------------------------------------------|
 JZ3398
 JZ3398                          SUPERSEDED SURVEY CONTROL
 JZ3398
 JZ3398  ELLIP H (06/20/97)  222.67   (m)                       GP(       ) 5 1
 JZ3398  NAD 83(1995)-  39 04 28.14099(N)    084 12 51.15850(W) AD(       ) 3
 JZ3398  NAD 83(1986)-  39 04 28.14238(N)    084 12 51.15765(W) AD(       ) 3
 JZ3398  NAD 27      -  39 04 27.92330(N)    084 12 51.38723(W) AD(       ) 3
 JZ3398  NGVD 29 (02/23/89)  256.8    (m)          843.     (f) GPS OBS        
 JZ3398
 JZ3398.Superseded values are not recommended for survey control.
 JZ3398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3398.See file dsdata.txt to determine how the superseded data were derived.
 JZ3398
 JZ3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ4099328737(NAD 83)
 JZ3398_MARKER: DZ = AZIMUTH MARK DISK
 JZ3398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3398_SP_SET: CONCRETE POST
 JZ3398_STAMPING: BATAVIA 1986
 JZ3398_MARK LOGO: NGS   
 JZ3398_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3398+STABILITY: SURFACE MOTION
 JZ3398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3398+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1995
 JZ3398
 JZ3398  HISTORY     - Date     Condition        Report By
 JZ3398  HISTORY     - 1986     MONUMENTED       NGS
 JZ3398  HISTORY     - 19870810 GOOD
 JZ3398  HISTORY     - 19951004 GOOD             NGS
 JZ3398
 JZ3398                          STATION DESCRIPTION
 JZ3398
 JZ3398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3398'TO REACH FROM JUNCTION OF WEST MAIN STREET AND STATE ROUTE 32 AT THE
 JZ3398'NORTHWEST EDGE OF BATAVIA GO 1.4 KM (0.9 MILE) WEST ON ROUTE 32, THEN
 JZ3398'LEFT (WEST) 2.0 KM (1.3 MILE) ON OLD STATE ROUTE 74, THEN LEFT (SOUTH)
 JZ3398'0.2 KM (0.1 MILE) ON AMELIA-OLIVE BRANCH ROAD, THEN LEFT (SOUTHWEST)
 JZ3398'1.3 KM (0.8 MI) ON TAYLOR ROAD TO THE AIRPORT OFFICE ON THE LEFT
 JZ3398'AND THE STATION AS DESCRIBED.
 JZ3398'THE STATION MARKS ARE STAND AZ MK DISK STAMPED ---BATAVIA 1986---.
 JZ3398'THE SURFACE MARK IS SET IN A 28 CM (11 INCH) DIAMETER, FLUSH CONCRETE
 JZ3398'MONUMENT IN A GRASSY AREA BETWEEN THE RUNWAY AND AN AIRCRAFT PARKING
 JZ3398'RAMP.  IT IS 43.9 METERS (144 FEET) NORTH OF THE SOUTH CORNER OF THE
 JZ3398'RUNWAY, 22.9 METERS (75 FEET) SOUTHEAST OF THE SOUTHEAST EDGE OF
 JZ3398'THE PARKING RAMP, 12.5 METERS (41 FEET) NORTHEAST OF THE NORTHEAST
 JZ3398'EDGE OF A TAXIWAY AND 9.1 METERS (30 FEET) NORTHWEST OF THE NORTHWEST
 JZ3398'EDGE OF THE RUNWAY.
 JZ3398'TYPED BY JAMES MALONEY 9/03/87.
 JZ3398
 JZ3398                          STATION RECOVERY (1987)
 JZ3398
 JZ3398'RECOVERED 1987
 JZ3398'RECOVERED IN GOOD CONDITION.
 JZ3398
 JZ3398                          STATION RECOVERY (1995)
 JZ3398
 JZ3398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JZ3398'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF BATAVIA, AT
 JZ3398'THE CLERMONT COUNTY AIRPORT.  IN A GRASS AREA NORTHWEST OF THE
 JZ3398'SOUTHWEST APPROACH OF RUNWAY END 4, NORTHEAST OF THE LAST RAMP TO THE
 JZ3398'SOUTHWEST.  OWNERSHIP--CLERMONT COUNTY, CLERMONT COUNTY AIRPORT,
 JZ3398'BATAVIA, OH.  45103.  AIRPORT MANAGER RALPH CORNETT, PHONE
 JZ3398'513-732-2593 EXT.  201.  NOTE--CONTACT 24-HOURS IN ADVANCE. NOTE--THIS
 JZ3398'STATION WAS SELECTED AS A (SACS) .  TO REACH THE STATION FROM THE
 JZ3398'JUNCTION OF INTERSTATE HIGHWAY 275 AND STATE HIGHWAY 32 ABOUT 5.0 KM
 JZ3398'(3.10 MI) WEST OF BATAVIA, GO EAST, 4.35 KM (2.70 MI) ALONG HIGHWAY 32
 JZ3398'TO OLD STATE ROUTE 74 AND AIRPORT SIGN ON THE RIGHT.  TURN RIGHT,
 JZ3398'EAST, 0.95 KM (0.60 MI) ALONG ROUTE 74 TO ARMSTRONG BOULEVARD ON THE
 JZ3398'RIGHT.  TURN RIGHT, SOUTH, 0.84 KM (0.50 MI) ALONG THE BOULEVARD TO A
 JZ3398'TEE ROAD.  TURN LEFT, SOUTHEAST, 0.65 KM (0.40 MI) TO SHORTYS DRIVE ON
 JZ3398'THE LEFT.  TURN LEFT, NORTHEAST, 0.64 KM (0.40 MI) ALONG THE DRIVE TO
 JZ3398'THE AIRPORT PARKING LOT ON THE LEFT.  TURN LEFT, NORTHERLY, 0.20 KM
 JZ3398'(0.10 MI) ACROSS PARKING LOT TO THE AIRPORT TERMINAL.  TURN LEFT,
 JZ3398'NORTHWEST, 0.09 KM (0.05 MI) TO A TAXI.  TURN LEFT, SOUTHWEST, 0.28 KM
 JZ3398'(0.15 MI) ALONG TAXI TO A BOUNDRY ROAD.  CONTINUE SOUTHWEST, THEN
 JZ3398'NORTHWEST, THEN NORTHEAST, 0.43 KM (0.25 MI) ALONG BOUNDRY ROAD,
 JZ3398'AROUND END OF RUNWAY AND ALONG TAXI TO THE AZIMUTH STATION ON THE
 JZ3398'RIGHT.  STATION IS 30.3 M (99.4 FT) SOUTHEAST OF THE EXTENDED TAXI
 JZ3398'CENTERLINE, 21.4 M (70.2 FT) NORTHEAST OF THE RAMP CENTERLINE, 20.4 M
 JZ3398'(66.9 FT) NORTHWEST OF THE EXTENDED RUNWAY CENTERLINE, 6.8 M (22.3 FT)
 JZ3398'NORTH-NORTHEAST OF A TAXI LIGHT AND WITNESS POST, AND THE MONUMENT IS
 JZ3398'0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAY AND FLUSH WITH THE GROUND
 JZ3398'SURFACE.  BY R.G.  HAYES THIS STATION IS A SECONDARY AIRPORT CONTROL
 JZ3398'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1428 ***********************************************************************
 JY1428  DESIGNATION -  BATES
 JY1428  PID         -  JY1428
 JY1428  STATE/COUNTY-  OH/FAIRFIELD
 JY1428  USGS QUAD   -  AMANDA (1985)
 JY1428
 JY1428                         *CURRENT SURVEY CONTROL
 JY1428  ___________________________________________________________________
 JY1428* NAD 83(1995)-  39 43 49.94069(N)    082 44 13.70065(W)     ADJUSTED  
 JY1428* NAVD 88     -       353.87   (+/-2cm)    1161.0    (feet)  VERTCON   
 JY1428  ___________________________________________________________________
 JY1428  X           -     620,999.642 (meters)                     COMP
 JY1428  Y           -  -4,872,719.000 (meters)                     COMP
 JY1428  Z           -   4,055,225.709 (meters)                     COMP
 JY1428  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 JY1428  ELLIP HEIGHT-         319.79  (meters)          (10/07/05) GPS OBS
 JY1428  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY1428
 JY1428  HORZ ORDER  -  FIRST
 JY1428  VERT ORDER  -  THIRD ? (See Below)
 JY1428  ELLP ORDER  -  FOURTH    CLASS I
 JY1428
 JY1428.The horizontal coordinates were established by classical geodetic methods
 JY1428.and adjusted by the National Geodetic Survey in April 1998..
 JY1428
 JY1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1428.The vertical order pertains to the NGVD 29 superseded value.
 JY1428
 JY1428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1428
 JY1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1428
 JY1428.The ellipsoidal height was determined by GPS observations
 JY1428.and is referenced to NAD 83.
 JY1428
 JY1428.The geoid height was determined by GEOID03.
 JY1428
 JY1428;                    North         East     Units Scale Factor Converg.
 JY1428;SPC OH S     -   192,141.647   579,671.364   MT  0.99995412   -0 09 01.7
 JY1428;UTM  17      - 4,399,293.088   351,132.903   MT  0.99987284   -1 06 38.0
 JY1428
 JY1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1428!SPC OH S     -   0.99994983  x   0.99995412  =   0.99990396
 JY1428!UTM  17      -   0.99994983  x   0.99987284  =   0.99982268
 JY1428
 JY1428|---------------------------------------------------------------------|
 JY1428| PID    Reference Object                     Distance      Geod. Az  |
 JY1428|                                                           dddmmss.s |
 JY1428| CE6207 BATES RM 1                           17.806 METERS 03246     |
 JY1428| JY1690 AM 60                               277.563 METERS 09035     |
 JY1428| JY1422 LANCASTER ST PETE EVAN LUTH CH      APPROX.11.7 KM 0974026.0 |
 JY1428| JY1419 LANCASTER ANCHOR HOCKING TK         APPROX.10.2 KM 0975146.5 |
 JY1428| JY1421 LANCASTER MUN BLDG CLOCK TOWER      APPROX.11.8 KM 0991508.8 |
 JY1428| CE6206 BATES AZ MK                                        1602413.3 |
 JY1428| CE6208 BATES RM 2                          294.740 METERS 18549     |
 JY1428| CE6209 BATES RM 3                           39.231 METERS 27446     |
 JY1428|---------------------------------------------------------------------|
 JY1428
 JY1428                          SUPERSEDED SURVEY CONTROL
 JY1428
 JY1428  ELLIP H (04/01/98)  319.81   (m)                       GP(       ) 4 1
 JY1428  NAD 83(1986)-  39 43 49.94685(N)    082 44 13.70254(W) AD(       ) 1
 JY1428  NAD 27      -  39 43 49.71700(N)    082 44 14.09200(W) AD(       ) 1
 JY1428  NGVD 29 (07/19/86)  354.03   (m)         1161.5    (f) LEVELING    3  
 JY1428
 JY1428.Superseded values are not recommended for survey control.
 JY1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1428.See file dsdata.txt to determine how the superseded data were derived.
 JY1428
 JY1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD5113399293(NAD 83)
 JY1428_MARKER: DB = BENCH MARK DISK
 JY1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1428_SP_SET: CONCRETE POST
 JY1428_STAMPING: BATES 1945
 JY1428_MARK LOGO: CGS   
 JY1428_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1428+STABILITY: SURFACE MOTION
 JY1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1428+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1991
 JY1428
 JY1428  HISTORY     - Date     Condition        Report By
 JY1428  HISTORY     - 1928     MONUMENTED       CGS
 JY1428  HISTORY     - 1928     GOOD             CGS
 JY1428  HISTORY     - 1945     GOOD             CGS
 JY1428  HISTORY     - 1958     GOOD             USGS
 JY1428  HISTORY     - 19910909 GOOD             WOOLPT
 JY1428
 JY1428                          STATION DESCRIPTION
 JY1428
 JY1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 JY1428'STATION IS ABOUT 7-1/2 MILES W OF LANCASTER, ON FENCE LINE ON S SIDE
 JY1428'OF ROAD ALONG AMANDA TOWNSHIP LINE.  IT IS ABOUT 25 FEET W OF
 JY1428'FENCE RUNNING N AND S ON LAND OWNED BY EARL BATES WHO LIVES ABOUT 1/4
 JY1428'MILE W.  THE ROAD GOES OVER A SMALL HILL AT THIS POINT WITH A
 JY1428'SUNKEN LANE LEADING S.
 JY1428'
 JY1428'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST.
 JY1428'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 JY1428'
 JY1428'REFERENCE MARK 1 (NE) IS ON FENCE LINE ON N SIDE OF ROAD.
 JY1428'
 JY1428'REFERENCE MARK 2 (S) IS IN FENCE CORNER ON LANE.
 JY1428'
 JY1428'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN TOPS OF CONCRETE
 JY1428'POSTS.
 JY1428'
 JY1428'A 77-FOOT STEEL TOWER WAS USED.
 JY1428
 JY1428                          STATION RECOVERY (1928)
 JY1428
 JY1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 JY1428'RECOVERED IN GOOD CONDITION.
 JY1428
 JY1428                          STATION RECOVERY (1945)
 JY1428
 JY1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1428'STATION WAS RECOVERED AS DESCRIBED.  ALL THE MARKS WERE FOUND IN GOOD
 JY1428'CONDITION. AN AZIMUTH MARK AND A REFERENCE MARK WERE ESTABLISHED
 JY1428'FOR THIS STATION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 JY1428'
 JY1428'STATION IS LOCATED ABOUT 7-1/2 MILES W OF LANCASTER, 1.6 MILES E OF
 JY1428'ROYALTON, NEAR THE AMANDA TOWNSHIP LINE.  IT IS 24 FEET S OF THE
 JY1428'APPROXIMATE CENTER OF THE ROAD, 6-1/2 FEET SW OF A GATE POST, AND
 JY1428'4-1/2 FEET S OF A FENCE LINE.  IT IS STAMPED BATES 1928 AND
 JY1428'PROJECTS 6 INCHES.
 JY1428'
 JY1428'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JY1428'SET IN CONCRETE.
 JY1428'
 JY1428'REFERENCE MARK 1 IS 58.42 FEET NE OF THE STATION, 3 FEET S OF A
 JY1428'FENCELINE, AND 16 FEET N OF THE APPROXIMATE CENTER OF THE ROAD.
 JY1428'IT IS STAMPED BATES NO. 1 1928 AND PROJECTS 3 INCHES.
 JY1428'
 JY1428'REFERENCE MARK 2 IS 966.99 FEET S OF THE STATION, IN A FENCE CORNER
 JY1428'AT THE S END OF A LANE LEADING S.  IT IS STAMPED BATES NO. 2 1928
 JY1428'AND PROJECTS 6 INCHES.
 JY1428'
 JY1428'REFERENCE MARK 3 IS 128.71 FEET W OF THE STATION, 20 FEET S OF THE
 JY1428'APPROXIMATE CENTER OF THE ROAD, AND 1 FOOT S OF A FENCELINE.  IT
 JY1428'IS STAMPED BATES NO. 3 1945 AND PROJECTS 5 INCHES.
 JY1428'
 JY1428'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE S OF THE STATION, 1 FOOT W OF
 JY1428'A N-S FENCELINE, AND 22-1/2 FEET E OF THE APPROXIMATE
 JY1428'CENTER OF THE ROAD.  IT IS NEAR A WHITE WOODEN WITNESS POST.  IT IS
 JY1428'STAMPED BATES 1945 AND PROJECTS 6 INCHES.
 JY1428'
 JY1428'TO REACH STATION FROM THE CROSSROADS IN ROYALTON, GO E ON A GRAVEL
 JY1428'ROAD FOR 1.6 MILES TO A GATE AND THE STATION ON THE RIGHT AS
 JY1428'DESCRIBED.
 JY1428'
 JY1428'TO REACH AZIMUTH MARK FROM THE STATION, GO E FOR 0.15 MILE TO A
 JY1428'GRAVEL ROAD RIGHT.  TURN RIGHT AND GO S FOR 0.45 MILE TO THE MARK
 JY1428'ON THE LEFT.
 JY1428'
 JY1428'1928 DISTANCE USED FOR RM 2.
 JY1428
 JY1428                          STATION RECOVERY (1958)
 JY1428
 JY1428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JY1428'STATION IS IN GOOD CONDITION.
 JY1428'
 JY1428'REFERENCE MARKS 1 AND 3 HAVE BEEN UPROOTED AND ARE LYING ALONG SIDE
 JY1428'OF ROAD.
 JY1428
 JY1428                          STATION RECOVERY (1991)
 JY1428
 JY1428'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JY1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0691 ***********************************************************************
 LA0691  CBN         -  This is a Cooperative Base Network Control Station.
 LA0691  DESIGNATION -  BAXTER
 LA0691  PID         -  LA0691
 LA0691  STATE/COUNTY-  OH/VAN WERT
 LA0691  USGS QUAD   -  DIXON (1994)
 LA0691
 LA0691                         *CURRENT SURVEY CONTROL
 LA0691  ___________________________________________________________________
 LA0691* NAD 83(1995)-  40 53 15.71705(N)    084 48 09.29567(W)     ADJUSTED  
 LA0691* NAVD 88     -       248.131  (meters)     814.08   (feet)  ADJUSTED  
 LA0691  ___________________________________________________________________
 LA0691  X           -     437,441.298 (meters)                     COMP
 LA0691  Y           -  -4,809,071.822 (meters)                     COMP
 LA0691  Z           -   4,153,143.512 (meters)                     COMP
 LA0691  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 LA0691  ELLIP HEIGHT-         214.72  (meters)          (03/08/05) GPS OBS
 LA0691  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LA0691  DYNAMIC HT  -         248.024 (meters)     813.73  (feet)  COMP
 LA0691  MODELED GRAV-     980,188.0   (mgal)                       NAVD 88
 LA0691
 LA0691  HORZ ORDER  -  B
 LA0691  VERT ORDER  -  SECOND    CLASS 0
 LA0691  ELLP ORDER  -  FOURTH    CLASS II
 LA0691
 LA0691.The horizontal coordinates were established by GPS observations
 LA0691.and adjusted by the National Geodetic Survey in August 1996..
 LA0691
 LA0691.The orthometric height was determined by differential leveling
 LA0691.and adjusted by the National Geodetic Survey in June 1991..
 LA0691
 LA0691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0691
 LA0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0691
 LA0691.The ellipsoidal height was determined by GPS observations
 LA0691.and is referenced to NAD 83.
 LA0691
 LA0691.The geoid height was determined by GEOID03.
 LA0691
 LA0691.The dynamic height is computed by dividing the NAVD 88
 LA0691.geopotential number by the normal gravity value computed on the
 LA0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0691.degrees latitude (g = 980.6199 gals.).
 LA0691
 LA0691.The modeled gravity was interpolated from observed gravity values.
 LA0691
 LA0691;                    North         East     Units Scale Factor Converg.
 LA0691;SPC OH N     -   138,151.873   405,976.784   MT  0.99994405   -1 30 45.7
 LA0691;SPC IN E     -   626,446.741   172,821.139   MT  1.00003191   +0 33 56.3
 LA0691;SPC IN E     - 2,055,267.35    566,997.35   sFT  1.00003191   +0 33 56.3
 LA0691;UTM  16      - 4,528,615.093   685,126.106   MT  1.00002183   +1 26 19.6
 LA0691
 LA0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0691!SPC OH N     -   0.99996632  x   0.99994405  =   0.99991037
 LA0691!SPC IN E     -   0.99996632  x   1.00003191  =   0.99999823
 LA0691!UTM  16      -   0.99996632  x   1.00002183  =   0.99998815
 LA0691
 LA0691:                Primary Azimuth Mark                     Grid Az
 LA0691:SPC OH N     -  PAYNE MUNICIPAL TANK                     018 23 30.0
 LA0691:SPC IN E     -  PAYNE MUNICIPAL TANK                     016 18 48.0
 LA0691:UTM  16      -  PAYNE MUNICIPAL TANK                     015 26 24.7
 LA0691
 LA0691|---------------------------------------------------------------------|
 LA0691| PID    Reference Object                     Distance      Geod. Az  |
 LA0691|                                                           dddmmss.s |
 LA0691| MD1787 PAYNE MUNICIPAL TANK                APPROX.22.5 KM 0165244.3 |
 LA0691| LA0692 BAXTER RM 1                          67.995 METERS 08425     |
 LA0691| LA0693 BAXTER AZ MK                                       0873707.8 |
 LA0691| LA2362 VAN WERT NW MUNICIPAL TANK          APPROX.18.7 KM 0922100.7 |
 LA0691| LA2363 VAN WERT E FOUNDATION SCH TK        APPROX.20.1 KM 0952352.9 |
 LA0691| LA2365 VAN WERT SW MUNICIPAL TANK          APPROX.18.1 KM 0982831.8 |
 LA0691| LA0690 BAXTER RM 2                          59.991 METERS 18143     |
 LA0691| LA2398 PTS 20                                5.221 METERS 32443     |
 LA0691| LA2396 MONROEVILLE MUNICIPAL TANK          APPROX.11.2 KM 3300407.9 |
 LA0691| CF2833 BAXTER AZ MK 2                                     3572013.2 |
 LA0691| MD1802 EDGERTON PANHANDLE PIPE MAST        APPROX.16.6 KM 3583549.2 |
 LA0691|---------------------------------------------------------------------|
 LA0691
 LA0691                          SUPERSEDED SURVEY CONTROL
 LA0691
 LA0691  ELLIP H (08/20/96)  214.74   (m)                       GP(       ) 4 2
 LA0691  NAD 83(1986)-  40 53 15.71915(N)    084 48 09.31155(W) AD(       ) 1
 LA0691  NAD 27      -  40 53 15.54600(N)    084 48 09.44600(W) AD(       ) 1
 LA0691  NAVD 88 (08/20/96)  248.13   (m)          814.1    (f) LEVELING    3  
 LA0691  NGVD 29 (??/??/92)  248.287  (m)          814.59   (f) ADJ UNCH    2 0
 LA0691
 LA0691.Superseded values are not recommended for survey control.
 LA0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0691.See file dsdata.txt to determine how the superseded data were derived.
 LA0691
 LA0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8512628615(NAD 83)
 LA0691_MARKER: DS = TRIANGULATION STATION DISK
 LA0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0691_STAMPING: BAXTER 1932
 LA0691_MARK LOGO: CGS   
 LA0691_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0691+STABILITY: SURFACE MOTION
 LA0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0691+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 LA0691
 LA0691  HISTORY     - Date     Condition        Report By
 LA0691  HISTORY     - 1932     MONUMENTED       CGS
 LA0691  HISTORY     - 1947     SEE DESCRIPTION  CGS
 LA0691  HISTORY     - 1955     SEE DESCRIPTION  CGS
 LA0691  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LA0691  HISTORY     - 1970     GOOD             NGS
 LA0691  HISTORY     - 1970     SEE DESCRIPTION  CGS
 LA0691  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LA0691  HISTORY     - 19950507 GOOD             ABW
 LA0691  HISTORY     - 19950804 GOOD             NGS
 LA0691  HISTORY     - 19970813 GOOD             NGS
 LA0691
 LA0691                          STATION DESCRIPTION
 LA0691
 LA0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 LA0691'THE STATION IS
 LA0691'ABOUT 2 MILES
 LA0691'SOUTH AND 5 MILES WEST OF CONVOY, OHIO, 1 MILE
 LA0691'NORTH AND 11 MILES WEST OF VAN
 LA0691'WERT, OHIO.  IT IS IN THE SOUTHEAST
 LA0691'CORNER OF THE INTERSECTION OF AN EAST-WEST ROAD
 LA0691'AND THE
 LA0691'OHIO-INDIANA STATE LINE ROAD, ON LAND BELONGING TO MRS. WILLFORD
 LA0691'WHO LIVES ABOUT
 LA0691'0.5 MILE SOUTH AND IS 125.6 FEET SOUTHEAST OF
 LA0691'THE SOUTHEAST CORNER OF A
 LA0691'FARMHOUSE OWNED BY H.E. BAXTER AND
 LA0691'LOCATED ON THE WEST SIDE OF THE STATE LINE
 LA0691'ROAD, 48 FEET SOUTHEAST
 LA0691'OF THE INTERSECTION OF THE STATE LINE ROAD AND T-ROAD, 40.6
 LA0691'FEET SOUTH OF
 LA0691'THE CENTER OF THE T-ROAD, 27.5 FEET EAST OF THE STATE
 LA0691'LINE ROAD AND IS ABOUT 14
 LA0691'INCHES BELOW THE SURFACE OF THE GROUND.
 LA0691'
 LA0691'THE AZIMUTH MARK IS ON THE NORTH SIDE OF THE EAST-WEST ROAD,
 LA0691'ABOUT 0.3
 LA0691'MILE EAST OF THE INTERSECTION WITH THE STATE LINE ROAD,
 LA0691'25.5 FEET NORTH OF THE
 LA0691'CENTER LINE OF THE ROAD AND ON THE EAST-WEST
 LA0691'FENCE LINE.
 LA0691'
 LA0691'REFERENCE MARK NO. 1 IS ON THE SOUTH SIDE OF THE EAST-WEST
 LA0691'ROAD, 268 FEET
 LA0691'EAST OF THE STATE LINE ROAD, 18.5 FEET SOUTH OF THE
 LA0691'CENTER OF THE EAST-WEST ROAD AND
 LA0691'2 FEET SOUTH OF A TELEPHONE POLE.
 LA0691'
 LA0691'REFERENCE MARK NO. 2 IS ON THE EAST SIDE OF THE STATE LINE
 LA0691'ROAD, 137 FEET
 LA0691'SOUTH OF THE INTERSECTION OF THE EAST-WEST ROAD AND
 LA0691'THE STATE LINE ROAD, 21 FEET EAST
 LA0691'OF THE CENTER OF THE STATE LINE
 LA0691'ROAD AND 2 FEET NORTH OF A TELEPHONE POLE.
 LA0691'
 LA0691'U.S.G.S. TRAVERSE STATION WAS RECOVERED AS DESCRIBED EXCEPT
 LA0691'THAT THE PIPE WAS
 LA0691'BROKEN OFF FLUSH WITH THE GROUND.  THE TOP OF
 LA0691'THE BROKEN PIPE WITH THE STANDARD
 LA0691'DISK CEMENTED THEREIN WAS FOUND
 LA0691'CLOSE BY.
 LA0691'
 LA0691'TO REACH THE STATION FROM CONVOY, GO SOUTH FROM THE RAILROAD
 LA0691'CROSSING 2 MILES,
 LA0691'TURN WEST AND GO 5 MILES TO THE STATE LINE ROAD
 LA0691'AND THE STATION.
 LA0691'
 LA0691'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 LA0691'DESCRIBED IN NOTES
 LA0691'1A, 7A, 11A AND 11A RESPECTIVELY.
 LA0691
 LA0691                          STATION RECOVERY (1947)
 LA0691
 LA0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LA0691'THE STATION, AZIMUTH MARK AND REFERENCE MARKS
 LA0691'WERE RECOVERED AS
 LA0691'DESCRIBED AND WERE FOUND IN GOOD CONDITION.  A DIFFERENCE IN DISTANCE
 LA0691'AND DIRECTION WAS NOTED TO REFERENCE
 LA0691'MARK NO. 1.  TRAVERSE STATION NO 20 (USC AND GS 1909)
 LA0691'AS DESCRIBED IN THE ORIGINAL DESCRIPTION WAS NOT
 LA0691'RECOVERED.  IT WAS EVIDENT THE MARK WAS
 LA0691'DESTROYED BY CULTIVATION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 LA0691'
 LA0691'THE STATION IS LOCATED 1 MILE NORTH AND 11 MILES WEST OF VAN WERT,
 LA0691'OHIO, 2 MILES SOUTH AND 5
 LA0691'MILES WEST OF CONVOY, OHIO AND 7-1/2 MILES NORTHEAST OF DECATUR,
 LA0691'INDIANA, ON LAND OWNED BY MRS.
 LA0691'WILLFORD.  IT IS 125 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LA0691'BAXTER FARM HOUSE, 52 FEET SOUTHEAST
 LA0691'OF A T-ROAD INTERSECTION, 43 FEET SOUTH OF THE CENTER
 LA0691'OF THE T-ROAD AND 27.5 FEET EAST OF THE CENTER OF THE
 LA0691'STATE LINE ROAD.  THE MARK IS 14 INCHES
 LA0691'BELOW THE SURFACE AND THE DISK IS STAMPED BAXTER 1932.  NOTE 1A 7A.
 LA0691'
 LA0691'REFERENCE MARK NO 1 IS 223.04 FEET EAST OF THE STATION.  IT IS 22
 LA0691'FEET SOUTH OF THE CENTER OF THE
 LA0691'ROAD, 2 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET EAST OF A WHITE
 LA0691'WITNESS POST.  THE MARK PROJECTS
 LA0691'2 INCHES AND THE DISK IS STAMPED BAXTER NO 1 1932.
 LA0691'
 LA0691'REFERENCE MARK NO. 2 IS 196.85 FEET SOUTH OF THE STATION.  IT IS 23
 LA0691'FEET EAST OF THE CENTER OF THE
 LA0691'STATE LINE ROAD, 3 FEET SOUTHEAST OF A TELEPHONE POLE AND 2 FEET
 LA0691'SOUTH OF A WHITE WITNESS POST.  THE
 LA0691'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BAXTER NO 2 1932.
 LA0691'
 LA0691'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION.  IT IS 21.5 FEET
 LA0691'NORTH OF THE CENTER OF THE T-ROAD,
 LA0691'1 FOOT NORTH OF A FENCELINE AND 1 FOOT NORTH OF A WHITE WITNESS POST.
 LA0691'THE MARK PROJECTS 6 INCHES AND THE
 LA0691'DISK IS STAMPED BAXTER 1932.
 LA0691'
 LA0691'TO REACH THE STATION FROM CONVOY, GO SOUTH FROM THE RAILROAD CROSSING
 LA0691'FOR 2 MILES, TURN WEST AND GO
 LA0691'5.0 MILES TO THE STATE LINE AND THE STATION ON THE LEFT AS DESCRIBED.
 LA0691'
 LA0691'HEIGHT OF LIGHT ABOVE STATION MARK, 38 METERS.
 LA0691
 LA0691                          STATION RECOVERY (1955)
 LA0691
 LA0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA0691'THE STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THE
 LA0691'1947 DESCRIPTION IS ADEQUATE.
 LA0691
 LA0691                          STATION RECOVERY (1963)
 LA0691
 LA0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA0691'ALL MARKS ARE ALSO BENCH MARKS AND ALL WERE FOUND IN GOOD CONDITION
 LA0691'ESSENTIALLY AS RECOVERED IN
 LA0691'1947, EXCEPT THAT THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK
 LA0691'RECLAIMED.
 LA0691'
 LA0691'ABOUT 2.0 MILES S ALONG NO. 49 OHIO HWY. FROM THE RAILROAD CROSSING
 LA0691'IN CONVOY, THENCE 5.0 MILES W TO
 LA0691'STATE LINE ROAD AND THE STATION ON LEFT, 125.6 FEET SE OF SE CORNER
 LA0691'OF A 2- STORY FRAME HOUSE, 42 FEET S OF
 LA0691'CENTER LINE OF ASPHALT E-W ROAD, 29 FEET E OF CENTER LINE
 LA0691'OF 16-FOOT ASPHALT STATE LINE ROAD, STANDARD DISKS
 LA0691'STAMPED BAXTER 1932 ARE SET IN 1A AND
 LA0691'7A MARKS WITH THE UPPER MARK ABOUT 0.7 FOOT UNDERGROUND.
 LA0691'
 LA0691'REFERENCE STAMPED BAXTER NO 1 1932, NOTE 11A, PROJECTS 0.3 FOOT, IS
 LA0691'223.09 FEET (67.998 METERS)
 LA0691'E OF STATION, 22 FEET S OF CENTER LINE OF 16-FOOT ASPHALT ROAD, AND
 LA0691'0.5 FOOT LOWER THAN SAME.
 LA0691'
 LA0691'REFERENCE STAMPED BAXTER NO 2 1932, NOTE 11A, PROJECTS 0.3 FOOT, IS
 LA0691'196.85 FEET (60.000 METERS)
 LA0691'S OF STATION, 22 FEET E OF CENTER LINE OF STATE LINE ROAD, 0.8 FOOT
 LA0691'HIGHER THAN SAME, ON CREST OF SLIGHT
 LA0691'RIDGE, 1.8 FEET N OF STEEL WITNESS POST, AND 2 FEET SE OF A
 LA0691'TELEPHONE POLE.
 LA0691
 LA0691                          STATION RECOVERY (1970)
 LA0691
 LA0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LA0691'6 MI WSW FROM CONVOY.
 LA0691'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE RAILROAD
 LA0691'CROSSING IN CONVOY TO A CROSSROAD THENCE WEST ALONG A SURFACED ROAD
 LA0691'(WOLFCALE ROAD) 5.1 MILES TO THE INDIANA-OHIO STATE LINE ROAD IN
 LA0691'THE SOUTHEAST CORNER OF THE JUNCTION.  IT IS 41 FEET SOUTH OF THE
 LA0691'CENTER OF WOLFCALE ROAD, 29 FEET EAST OF THE CENTER OF STATE LINE
 LA0691'ROAD AND 25 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN AND
 LA0691'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT 6 INCHES
 LA0691'BELOW THE SURFACE OF THE GROUND.
 LA0691
 LA0691                          STATION RECOVERY (1970)
 LA0691
 LA0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 LA0691'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LA0691'RECOVERED AND FOUND TO BE IN
 LA0691'GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED BY ROAD
 LA0691'CONSTRUCTION AND A NEW ONE
 LA0691'ESTABLISHED AT THIS TIME.  THE DISTANCE AND DIRECTION TO THE
 LA0691'REFERENCE MARKS COMPARED FAVORABLY
 LA0691'WITH THE 1955 OBSERVATIONS.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 LA0691'
 LA0691'THE STATION IS LOCATED ABOUT 11 MILES WEST OF VAN WERT, OHIO, 7-1/2
 LA0691'MILES NORTHEAST OF DECATUR,
 LA0691'INDIANA, 6 MILES WEST-SOUTHWEST OF CONVOY, OHIO, IN THE SOUTHEAST
 LA0691'ANGLE ON THE INTERSECTION OF
 LA0691'WOLFCALE ROAD AND THE INDIANA-OHIO STATE LINE ROAD AND ON
 LA0691'CULTIVATED LAND OWNED BY MR. VAN MILLER.
 LA0691'
 LA0691'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY 49
 LA0691'IN CONVOY, OHIO, GO SOUTH
 LA0691'ON STATE HIGHWAY 49 FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 LA0691'WEST ON THE SURFACED ROAD FOR 5.1
 LA0691'MILES TO THE INDIANA-OHIO STATE LINE ROAD AND THE
 LA0691'STATION ON THE LEFT AS DESCRIBED.  TO REACH THE
 LA0691'AZIMUTH MARK TURN RIGHT AND GO NORTH
 LA0691'ON THE STATE LINE ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 LA0691'
 LA0691'THE STATION MARK IS A STANDARD DISK STAMPED BAXTER 1932, SET IN THE
 LA0691'TOP OF A 12- INCH SQUARE
 LA0691'CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS
 LA0691'41 FEET SOUTH OF THE CENTER OF
 LA0691'WOLFCALE ROAD, 29 FEET EAST OF THE CENTER OF THE STATE
 LA0691'LINE ROAD AND 25 FEET NORTHEAST OF A METAL
 LA0691'WITNESS POST WITH SIGN.  NOTE 1A7A
 LA0691'
 LA0691'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BAXTER NO 1 1932, SET IN
 LA0691'THE TOP OF A 12-INCH SQUARE
 LA0691'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 29
 LA0691'FEET EAST OF A TELEPHONE POLE, 21
 LA0691'FEET SOUTH OF THE CENTER OF WOLFCALE ROAD AND 2 FEET EAST
 LA0691'OF A METAL WITNESS POST WITH SIGN.  NOTE 11A.
 LA0691'
 LA0691'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BAXTER NO 2 1932, SET IN
 LA0691'THE TOP OF A 12-INCH SQUARE
 LA0691'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 LA0691'IT IS 22 FEET EAST OF THE CENTER
 LA0691'OF THE STATE LINE ROAD, 2 FEET NORTH OF A METAL WITNESS
 LA0691'POST WITH SIGN AND 1.5 FEET SOUTHEAST OF A
 LA0691'TELEPHONE POLE.  NOTE 11A.
 LA0691'
 LA0691'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAXTER 1932 1970, SET IN
 LA0691'THE TOP OF A ROUND CONCRETE
 LA0691'MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE
 LA0691'THE GROUND SURFACE.  IT IS 22 FEET
 LA0691'WEST OF THE CENTER OF THE STATE LINE ROAD, 3 FEET SOUTH
 LA0691'OF A TELEPHONE POLE AND 1.5 FEET NORTH OF A METAL
 LA0691'WITNESS POST WITH SIGN.  NOTE 16B
 LA0691'
 LA0691'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES
 LA0691'WEST-SOUTHWEST OF CONVOY
 LA0691
 LA0691                          STATION RECOVERY (1972)
 LA0691
 LA0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LA0691'ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED AND IN GOOD
 LA0691'CONDITION.  A HOUSE
 LA0691'IS BEING BUILT AT THE STATION SITE BUT NONE OF THE MARKS WILL
 LA0691'BE DISTURBED.  MR. JOHN
 LA0691'BURGER WHO NOW OWNS THE PROPERTY SAID THAT THE
 LA0691'STATION MARK WILL HAVE AN ADDITIONAL FOOT
 LA0691'OF FILL DIRT OVER IT WHEN
 LA0691'THE HOUSE IS COMPLETED AND THE YARD GRADED, BUT CARE WOULD
 LA0691'BE TAKEN TO
 LA0691'PROTECT THE MARKS IN THEIR ORIGINAL POSITION.  THE 1970 RECOVERY
 LA0691'NOTE IS GOOD.
 LA0691'
 LA0691'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES
 LA0691'WEST-SOUTHWEST OF CONVOY
 LA0691
 LA0691                          STATION RECOVERY (1995)
 LA0691
 LA0691'RECOVERY NOTE BY ABW MAPPING AND CONSULTING 1995 (DAA)
 LA0691'STATION RECOVERED AS DESCRIBED, HOWEVER 8 INCHES OF DIRT HAS BEEN
 LA0691'FILLED IN AROUND THE MARK, AND A 10 INCH PVC PIPE HAS BEEN INSTALLED
 LA0691'OVER THE STATION TO ELIMINATE THE NEED TO EXCAVATE.
 LA0691
 LA0691                          STATION RECOVERY (1995)
 LA0691
 LA0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 LA0691'THE STATION AND RM 2 WERE FOUND IN GOOD CONDITION.  RM 1 HAS BEEN
 LA0691'DESTROYED, AZ MK 2 WAS NOT SEARCHED FOR.  THE MARK IS IN THE LAWN OF A
 LA0691'PRIVATE RESIDENCE, HOME OF MRS.  BURGER, 8015 STATE LINE ROAD, CONVOY,
 LA0691'OHIO 45832, TELEPHONE 419-749-2642.  THE STATION IS LOCATED ABOUT 19.3
 LA0691'KM (12.00 MI) WEST OF VAN WERT, AND 8.0 KM (4.95 MI) WEST-SOUTHWEST OF
 LA0691'CONVOY.  TO REACH FROM THE HARRISON TOWNSHIP OFFICE IN MIDDLEBURY, GO
 LA0691'WEST ON US HIGHWAY 224 FOR 4.8 KM (3.00 MI) TO A CROSSROAD AT THE
 LA0691'OHIO-INDIANA STATE LINE.  TURN RIGHT, NORTH, ON STATE LINE ROAD FOR
 LA0691'5.0 KM (3.10 MI) TO WOLFCALE ROAD ON THE RIGHT AND THE STATION IN THE
 LA0691'SOUTHEAST ANGLE OF THE INTERSECTION.  THE STATION MARK IS SET IN TOP
 LA0691'OF A CONCRETE POST 22.86 CM BELOW GROUND AND INSIDE A 10 INCH DIAMETER
 LA0691'PLASTIC PIPE WITH CAST IRON LID.  IT IS 13.3 M (43.6 FT) SOUTH OF THE
 LA0691'CENTERLINE OF WOLFCALE ROAD, 8.9 M (29.2 FT) EAST OF THE CENTER OF
 LA0691'STATE LINE ROAD, 4.3 M (14.1 FT) EAST OF THE CENTER OF A ROUND SEWER
 LA0691'DRAIN, 6.8 M (22.3 FT) SOUTH OF A TELEPHONE JUNCTION BOX, AND 20.5 M
 LA0691'(67.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF A PORCH.
 LA0691
 LA0691                          STATION RECOVERY (1997)
 LA0691
 LA0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LA0691'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0693 ***********************************************************************
 LA0693  DESIGNATION -  BAXTER AZ MK
 LA0693  PID         -  LA0693
 LA0693  STATE/COUNTY-  OH/VAN WERT
 LA0693  USGS QUAD   -  DIXON (1994)
 LA0693
 LA0693                         *CURRENT SURVEY CONTROL
 LA0693  ___________________________________________________________________
 LA0693* NAD 83(1986)-  40 53 16.     (N)    084 47 49.     (W)     SCALED    
 LA0693* NAVD 88     -       248.212  (meters)     814.34   (feet)  ADJUSTED  
 LA0693  ___________________________________________________________________
 LA0693  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LA0693  DYNAMIC HT  -         248.105 (meters)     813.99  (feet)  COMP
 LA0693  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 LA0693
 LA0693  VERT ORDER  -  SECOND    CLASS 0
 LA0693
 LA0693.The horizontal coordinates were scaled from a topographic map and have
 LA0693.an estimated accuracy of +/- 6 seconds.
 LA0693
 LA0693.The orthometric height was determined by differential leveling
 LA0693.and adjusted by the National Geodetic Survey in June 1991..
 LA0693
 LA0693.The geoid height was determined by GEOID03.
 LA0693
 LA0693.The dynamic height is computed by dividing the NAVD 88
 LA0693.geopotential number by the normal gravity value computed on the
 LA0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0693.degrees latitude (g = 980.6199 gals.).
 LA0693
 LA0693.The modeled gravity was interpolated from observed gravity values.
 LA0693
 LA0693;                    North         East    Units  Estimated Accuracy
 LA0693;SPC OH N     -   138,150.      406,450.      MT  (+/- 180 meters Scaled)
 LA0693
 LA0693                          SUPERSEDED SURVEY CONTROL
 LA0693
 LA0693  NGVD 29 (??/??/92)  248.369  (m)          814.86   (f) ADJ UNCH    2 0
 LA0693
 LA0693.Superseded values are not recommended for survey control.
 LA0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0693.See file dsdata.txt to determine how the superseded data were derived.
 LA0693
 LA0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL856286(NAD 83)
 LA0693_MARKER: DZ = AZIMUTH MARK DISK
 LA0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0693_STAMPING: BAXTER AZIMUTH 1932
 LA0693_MARK LOGO: CGS   
 LA0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0693+STABILITY: SURFACE MOTION
 LA0693
 LA0693  HISTORY     - Date     Condition        Report By
 LA0693  HISTORY     - 1932     MONUMENTED       CGS
 LA0693  HISTORY     - 1947     GOOD             CGS
 LA0693
 LA0693                          STATION DESCRIPTION
 LA0693
 LA0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0693'6.4 MI NW FROM MIDDLEBURY.
 LA0693'ABOUT 3.05 MILES WEST ALONG U.S. HIGHWAY 224 FROM THE CROSSROADS
 LA0693'AT MIDDLEBURY, THENCE ABOUT 3.1 MILES NORTH ALONG THE INDIANA-OHIO
 LA0693'STATE LINE ROAD, THENCE ABOUT 0.3 MILE EAST ALONG A GRAVEL ROAD,
 LA0693'22 FEET NORTH OF THE CENTER LINE OF THE ROAD, 26 FEET WEST OF POWER
 LA0693'POLE NO. 713/4, 83 FEET NORTHWEST AND ACROSS THE ROAD FROM A FENCE
 LA0693'CORNER, 1 FOOT NORTH OF A WIRE FENCE, 1 FOOT NORTH OF A WHITE
 LA0693'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 LA0693'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0692 ***********************************************************************
 LA0692  DESIGNATION -  BAXTER RM 1
 LA0692  PID         -  LA0692
 LA0692  STATE/COUNTY-  OH/VAN WERT
 LA0692  USGS QUAD   -  DIXON (1994)
 LA0692
 LA0692                         *CURRENT SURVEY CONTROL
 LA0692  ___________________________________________________________________
 LA0692* NAD 83(1986)-  40 53 15.     (N)    084 48 09.     (W)     SCALED    
 LA0692* NAVD 88     -       248.194  (meters)     814.28   (feet)  ADJUSTED  
 LA0692  ___________________________________________________________________
 LA0692  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LA0692  DYNAMIC HT  -         248.087 (meters)     813.93  (feet)  COMP
 LA0692  MODELED GRAV-     980,188.0   (mgal)                       NAVD 88
 LA0692
 LA0692  VERT ORDER  -  SECOND    CLASS 0
 LA0692
 LA0692.The horizontal coordinates were scaled from a topographic map and have
 LA0692.an estimated accuracy of +/- 6 seconds.
 LA0692
 LA0692.The orthometric height was determined by differential leveling
 LA0692.and adjusted by the National Geodetic Survey in June 1991..
 LA0692
 LA0692.The geoid height was determined by GEOID03.
 LA0692
 LA0692.The dynamic height is computed by dividing the NAVD 88
 LA0692.geopotential number by the normal gravity value computed on the
 LA0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0692.degrees latitude (g = 980.6199 gals.).
 LA0692
 LA0692.The modeled gravity was interpolated from observed gravity values.
 LA0692
 LA0692;                    North         East    Units  Estimated Accuracy
 LA0692;SPC OH N     -   138,130.      405,980.      MT  (+/- 180 meters Scaled)
 LA0692
 LA0692                          SUPERSEDED SURVEY CONTROL
 LA0692
 LA0692  NGVD 29 (??/??/92)  248.351  (m)          814.80   (f) ADJ UNCH    2 0
 LA0692
 LA0692.Superseded values are not recommended for survey control.
 LA0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0692.See file dsdata.txt to determine how the superseded data were derived.
 LA0692
 LA0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL851285(NAD 83)
 LA0692_MARKER: DR = REFERENCE MARK DISK
 LA0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0692_STAMPING: BAXTER NO 1 1932
 LA0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0692+STABILITY: SURFACE MOTION
 LA0692
 LA0692  HISTORY     - Date     Condition        Report By
 LA0692  HISTORY     - 1932     MONUMENTED       CGS
 LA0692  HISTORY     - 1970     GOOD             NGS
 LA0692
 LA0692                          STATION DESCRIPTION
 LA0692
 LA0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA0692'6 MI WSW FROM CONVOY.
 LA0692'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE RAILROAD
 LA0692'CROSSING IN CONVOY TO A CROSSROAD, THENCE WEST ALONG A SURFACED
 LA0692'ROAD (WOLFCALE ROAD) 5.1 MILES TO THE JUNCTION WITH INDIANA-OHIO
 LA0692'STATE LINE ROAD.  IT IS 252 FEET EAST OF THE CENTER OF THE STATE
 LA0692'LINE ROAD, 29 FEET EAST OF A TELEPHONE POLE, 21 FEET SOUTH OF THE
 LA0692'CENTER OF WOLFCALE ROAD, 2 FEET EAST OF A METAL WITNESS POST WITH
 LA0692'SIGN AND IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LA0692'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0690 ***********************************************************************
 LA0690  DESIGNATION -  BAXTER RM 2
 LA0690  PID         -  LA0690
 LA0690  STATE/COUNTY-  OH/VAN WERT
 LA0690  USGS QUAD   -  DIXON (1994)
 LA0690
 LA0690                         *CURRENT SURVEY CONTROL
 LA0690  ___________________________________________________________________
 LA0690* NAD 83(1986)-  40 53 15.     (N)    084 48 09.     (W)     SCALED    
 LA0690* NAVD 88     -       248.992  (meters)     816.90   (feet)  ADJUSTED  
 LA0690  ___________________________________________________________________
 LA0690  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LA0690  DYNAMIC HT  -         248.885 (meters)     816.55  (feet)  COMP
 LA0690  MODELED GRAV-     980,188.0   (mgal)                       NAVD 88
 LA0690
 LA0690  VERT ORDER  -  SECOND    CLASS 0
 LA0690
 LA0690.The horizontal coordinates were scaled from a topographic map and have
 LA0690.an estimated accuracy of +/- 6 seconds.
 LA0690
 LA0690.The orthometric height was determined by differential leveling
 LA0690.and adjusted by the National Geodetic Survey in June 1991..
 LA0690
 LA0690.The geoid height was determined by GEOID03.
 LA0690
 LA0690.The dynamic height is computed by dividing the NAVD 88
 LA0690.geopotential number by the normal gravity value computed on the
 LA0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0690.degrees latitude (g = 980.6199 gals.).
 LA0690
 LA0690.The modeled gravity was interpolated from observed gravity values.
 LA0690
 LA0690;                    North         East    Units  Estimated Accuracy
 LA0690;SPC OH N     -   138,130.      405,980.      MT  (+/- 180 meters Scaled)
 LA0690
 LA0690                          SUPERSEDED SURVEY CONTROL
 LA0690
 LA0690  NGVD 29 (??/??/92)  249.149  (m)          817.42   (f) ADJ UNCH    2 0
 LA0690
 LA0690.Superseded values are not recommended for survey control.
 LA0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0690.See file dsdata.txt to determine how the superseded data were derived.
 LA0690
 LA0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL851285(NAD 83)
 LA0690_MARKER: DR = REFERENCE MARK DISK
 LA0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0690_STAMPING: BAXTER NO 2 1932
 LA0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0690+STABILITY: SURFACE MOTION
 LA0690
 LA0690  HISTORY     - Date     Condition        Report By
 LA0690  HISTORY     - 1932     MONUMENTED       CGS
 LA0690  HISTORY     - 1970     GOOD             NGS
 LA0690
 LA0690                          STATION DESCRIPTION
 LA0690
 LA0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA0690'6 MI WSW FROM CONVOY.
 LA0690'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE RAILROAD
 LA0690'CROSSING IN CONVOY TO A CROSSROAD, THENCE WEST ALONG A SURFACED
 LA0690'ROAD (WOLFCALE ROAD) 5.1 MILES TO THE JUNCTION WITH INDIANA-OHIO
 LA0690'STATE LINE ROAD.  IT IS 238 FEET SOUTH OF THE CENTER OF WOLFCALE
 LA0690'ROAD, 22 FEET EAST OF THE CENTER OF STATE LINE ROAD, 2 FEET NORTH
 LA0690'OF A METAL WITNESS POST WITH SIGN, 1.5 FEET SOUTHEAST OF A TELEPHONE
 LA0690'POLE AND IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LA0690'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1318 ***********************************************************************
 MC1318  DESIGNATION -  BAY
 MC1318  PID         -  MC1318
 MC1318  STATE/COUNTY-  OH/OTTAWA
 MC1318  USGS QUAD   -  WIGHTMANS GROVE (1979)
 MC1318
 MC1318                         *CURRENT SURVEY CONTROL
 MC1318  ___________________________________________________________________
 MC1318* NAD 83(1995)-  41 28 15.68179(N)    083 01 58.99614(W)     ADJUSTED  
 MC1318* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 MC1318  ___________________________________________________________________
 MC1318  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 MC1318  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 MC1318
 MC1318  HORZ ORDER  -  SECOND
 MC1318
 MC1318.The horizontal coordinates were established by classical geodetic methods
 MC1318.and adjusted by the National Geodetic Survey in April 1998..
 MC1318
 MC1318.The orthometric height was scaled from a topographic map.
 MC1318
 MC1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1318
 MC1318.The geoid height was determined by GEOID03.
 MC1318
 MC1318;                    North         East     Units Scale Factor Converg.
 MC1318;SPC OH N     -   200,505.406   555,474.045   MT  0.99996387   -0 21 00.7
 MC1318;UTM  17      - 4,593,042.260   330,235.577   MT  0.99995468   -1 20 48.1
 MC1318
 MC1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1318!SPC OH N     -   0.99997800  x   0.99996387  =   0.99994187
 MC1318!UTM  17      -   0.99997800  x   0.99995468  =   0.99993268
 MC1318
 MC1318|---------------------------------------------------------------------|
 MC1318| PID    Reference Object                     Distance      Geod. Az  |
 MC1318|                                                           dddmmss.s |
 MC1318| CF2835 BAY RM 1                             33.498 METERS 16354     |
 MC1318| CF2834 BAY AZ MK                                          3440309.1 |
 MC1318| CF2836 BAY RM 2                             40.962 METERS 34715     |
 MC1318|---------------------------------------------------------------------|
 MC1318
 MC1318                          SUPERSEDED SURVEY CONTROL
 MC1318
 MC1318  NAD 83(1995)-  41 28 15.68822(N)    083 01 58.99861(W) AD(       ) 2
 MC1318  NAD 83(1986)-  41 28 15.68536(N)    083 01 59.01316(W) AD(       ) 2
 MC1318  NAD 27      -  41 28 15.50176(N)    083 01 59.31272(W) AD(       ) 2
 MC1318
 MC1318.Superseded values are not recommended for survey control.
 MC1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1318.See file dsdata.txt to determine how the superseded data were derived.
 MC1318
 MC1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3023693042(NAD 83)
 MC1318_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1318
 MC1318  HISTORY     - Date     Condition        Report By
 MC1318  HISTORY     - 1956     MONUMENTED       CGS
 MC1318  HISTORY     - 1962     GOOD             CGS
 MC1318  HISTORY     - 1975     GOOD             NGS
 MC1318
 MC1318                          STATION DESCRIPTION
 MC1318
 MC1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1318'STATION IS LOCATED AT THE WEST END OF SANDUSKY BAY, ABOUT 9-1/2 MILES
 MC1318'NORTHEAST OF FREMONT, AND ABOUT 5-1/2
 MC1318'MILES SOUTHWEST OF PORT CLINTON.  STATION IS 19 FEET SOUTH-SOUTHEAST
 MC1318'OF SOUTHWEST FENCE CORNER, 43 FEET
 MC1318'SOUTHWEST OF SOUTHEAST FENCE CORNER, AND 15 FEET SOUTHWEST
 MC1318'OF WITNESS POST.  THE MARK IS SET ABOUT 11 INCHES
 MC1318'BELOW THE SURFACE OF THE GROUND
 MC1318'AND THE DISK IS STAMPED BAY 1956.
 MC1318'
 MC1318'REFERENCE MARK NO. 1 IS 10 FEET WEST OF DRIVEWAY, 115 FEET SOUTH OF
 MC1318'FENCE CORNER, AND 1 FOOT EAST
 MC1318'OF FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BAY
 MC1318'NO 1 1956.
 MC1318'
 MC1318'REFERENCE MARK NO. 2 IS 46 FEET WEST OF SOUTHWEST CORNER OF BARN, AND
 MC1318'1 FOOT SOUTH OF FENCELINE.  THE
 MC1318'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BAY NO 2 1956.
 MC1318'
 MC1318'AZIMUTH MARK IS 25 FEET NORTH OF APPROXIMATE CENTERLINE OF ROAD,
 MC1318'1-1/2 WEST OF WITNESS POST, AND 2
 MC1318'FEET EAST OF UTILITY POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 MC1318'IS STAMPED BAY 1956.
 MC1318'
 MC1318'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 20 AND 6 AND STATE
 MC1318'HIGHWAYS NO. 12, 19, AND 53 IN
 MC1318'FREMONT, GO NORTH ON STATE HIGHWAY NO 53 FOR 10.5 MILES TO FARM
 MC1318'DRIVEWAY ON RIGHT (SOUTHEAST) SIDE OF
 MC1318'HIGHWAY.  TURN RIGHT AND GO EASTERLY ON DRIVEWAY FOR 0.05 MILE TO
 MC1318'EAST SIDE OF BARN AND STATION AS
 MC1318'DESCRIBED.
 MC1318'
 MC1318'TO REACH AZIMUTH MARK FROM STATION GO SOUTHWEST ON STATE HIGHWAY NO.
 MC1318'53 FOR 0.1 MILE TO CROSSROADS.
 MC1318'TURN RIGHT AND GO WESTERLY ON PAVED ROAD FOR 0.55 MILE TO CROSSROADS.
 MC1318'TURN LEFT AND GO SOUTHERLY ON
 MC1318'PAVED ROAD FOR 0.05 MILE TO AZIMUTH MARK ON RIGHT (WEST)
 MC1318'SIDE OF ROAD AS DESCRIBED.
 MC1318'
 MC1318'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MC1318
 MC1318                          STATION RECOVERY (1962)
 MC1318
 MC1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (EPK)
 MC1318'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AS DESCRIBED IN
 MC1318'GOOD CONDITION.
 MC1318
 MC1318                          STATION RECOVERY (1975)
 MC1318
 MC1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 MC1318'STATION REFERENCE MARKS AND AZIMUTH MARK RECOVERED AS DESCRIBED
 MC1318'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1213 ***********************************************************************
 MC1213  DESIGNATION -  BAY BRIDGE MEDUSA CEMENT STK
 MC1213  PID         -  MC1213
 MC1213  STATE/COUNTY-  OH/ERIE
 MC1213  USGS QUAD   -  CASTALIA (1969)
 MC1213
 MC1213                         *CURRENT SURVEY CONTROL
 MC1213  ___________________________________________________________________
 MC1213* NAD 83(1995)-  41 28 16.76825(N)    082 48 32.82435(W)     ADJUSTED  
 MC1213* NAVD 88     -                                                        
 MC1213  ___________________________________________________________________
 MC1213  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 MC1213  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 MC1213
 MC1213  HORZ ORDER  -  THIRD
 MC1213
 MC1213.The horizontal coordinates were established by classical geodetic methods
 MC1213.and adjusted by the National Geodetic Survey in April 1998..
 MC1213
 MC1213
 MC1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1213
 MC1213.The geoid height was determined by GEOID03.
 MC1213
 MC1213;                    North         East     Units Scale Factor Converg.
 MC1213;SPC OH N     -   200,448.610   574,179.446   MT  0.99996391   -0 12 11.1
 MC1213;UTM  17      - 4,592,660.386   348,936.289   MT  0.99988084   -1 11 53.9
 MC1213
 MC1213                          SUPERSEDED SURVEY CONTROL
 MC1213
 MC1213  NAD 83(1995)-  41 28 16.77108(N)    082 48 32.82784(W) AD(       ) 4
 MC1213  NAD 83(1986)-  41 28 16.77574(N)    082 48 32.84223(W) AD(       ) 4
 MC1213  NAD 27      -  41 28 16.59013(N)    082 48 33.16682(W) AD(       ) 3
 MC1213
 MC1213.Superseded values are not recommended for survey control.
 MC1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1213.See file dsdata.txt to determine how the superseded data were derived.
 MC1213
 MC1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4893692660(NAD 83)
 MC1213_MARKER: 63 = STACK
 MC1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1213+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 MC1213
 MC1213  HISTORY     - Date     Condition        Report By
 MC1213  HISTORY     - UNK      FIRST OBSERVED
 MC1213  HISTORY     - 1956     GOOD             CGS
 MC1213  HISTORY     - 1984     GOOD             USPSQD
 MC1213  HISTORY     - 20040602 GOOD             USPSQD
 MC1213  HISTORY     - 20050918 GOOD             USPSQD
 MC1213
 MC1213                          STATION DESCRIPTION
 MC1213
 MC1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1213'THE STATION IS LOCATED ABOUT 8 MILES WEST OF SANDUSKY AND
 MC1213'NEAR THE SOUTH
 MC1213'SHORE OF SANDUSKY BAY AT THE MEDUSA PORTLAND CEMENT CO. PLANT.  IT IS
 MC1213'APPROXIMATELY 130 FEET HIGH AND
 MC1213'IS A CONCRETE STRUCTURE.
 MC1213'
 MC1213'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 269 AND 2 IN
 MC1213'THE EAST EDGE OF BAYVIEW GO
 MC1213'EAST ON STATE HIGHWAY 2 FOR 0.35 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 MC1213'AND GO NORTHERLY FOR 0.15 MILE
 MC1213'TO STATION.
 MC1213'
 MC1213'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE STACK.
 MC1213'
 MC1213'PROBABLY THE SAME AS BAYBRIDGE STACK, CEMENT 1928.
 MC1213
 MC1213                          STATION RECOVERY (1984)
 MC1213
 MC1213'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1213'STATION RECOVERED GOOD.
 MC1213
 MC1213                          STATION RECOVERY (2004)
 MC1213
 MC1213'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC1213'RECOVERED IN GOOD CONDITION.
 MC1213
 MC1213                          STATION RECOVERY (2005)
 MC1213
 MC1213'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 MC1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2631 ***********************************************************************
 AE2631  DESIGNATION -  BAYVIEW
 AE2631  PID         -  AE2631
 AE2631  STATE/COUNTY-  OH/MERCER
 AE2631  USGS QUAD   -  ST MARYS (1982)
 AE2631
 AE2631                         *CURRENT SURVEY CONTROL
 AE2631  ___________________________________________________________________
 AE2631* NAD 83(1995)-  40 30 07.27751(N)    084 29 30.78937(W)     ADJUSTED  
 AE2631* NAVD 88     -       265.9    (meters)     872.     (feet)  GPS OBS   
 AE2631  ___________________________________________________________________
 AE2631  X           -     466,194.626 (meters)                     COMP
 AE2631  Y           -  -4,834,440.028 (meters)                     COMP
 AE2631  Z           -   4,120,681.552 (meters)                     COMP
 AE2631  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AE2631  ELLIP HEIGHT-         232.45  (meters)          (10/07/05) GPS OBS
 AE2631  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AE2631
 AE2631  HORZ ORDER  -  FIRST
 AE2631  ELLP ORDER  -  FOURTH    CLASS I
 AE2631
 AE2631.The horizontal coordinates were established by GPS observations
 AE2631.and adjusted by the National Geodetic Survey in September 1997..
 AE2631
 AE2631.The orthometric height was determined by GPS observations and a
 AE2631.high-resolution geoid model.
 AE2631
 AE2631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2631
 AE2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2631
 AE2631.The ellipsoidal height was determined by GPS observations
 AE2631.and is referenced to NAD 83.
 AE2631
 AE2631.The geoid height was determined by GEOID03.
 AE2631
 AE2631;                    North         East     Units Scale Factor Converg.
 AE2631;SPC OH N     -    94,691.359   431,174.132   MT  0.99998755   -1 18 30.9
 AE2631;UTM  16      - 4,486,501.305   712,526.546   MT  1.00015601   +1 37 46.4
 AE2631
 AE2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2631!SPC OH N     -   0.99996354  x   0.99998755  =   0.99995109
 AE2631!UTM  16      -   0.99996354  x   1.00015601  =   1.00011954
 AE2631
 AE2631                          SUPERSEDED SURVEY CONTROL
 AE2631
 AE2631  ELLIP H (09/04/97)  232.46   (m)                       GP(       ) 4 1
 AE2631
 AE2631.Superseded values are not recommended for survey control.
 AE2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2631.See file dsdata.txt to determine how the superseded data were derived.
 AE2631
 AE2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK1252786501(NAD 83)
 AE2631_MARKER: I = METAL ROD
 AE2631_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2631_STAMPING: BAYVIEW
 AE2631_MARK LOGO: OHDT  
 AE2631_PROJECTION: RECESSED 8 CENTIMETERS
 AE2631_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2631+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2631_ROD/PIPE-DEPTH:  4.9 meters
 AE2631_SLEEVE-DEPTH  :  1.1 meters
 AE2631
 AE2631  HISTORY     - Date     Condition        Report By
 AE2631  HISTORY     - 1995     MONUMENTED       OHDT
 AE2631
 AE2631                          STATION DESCRIPTION
 AE2631
 AE2631'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (KM)
 AE2631'IN THE NORTHEAST QUARTER OF SECTION 23, TOWN 6 SOUTH, RANGE 3 EAST,
 AE2631'FRANKLIN TOWNSHIP, MERCER COUNTY, OHIO.  TO REACH FROM THE MERCER
 AE2631'COUNTY COURT HOUSE IN CELINA, TRAVEL SOUTH ON US 127 3.63 MILES (5.84
 AE2631'KM) TO ITS INTERSECTION WITH STATE ROUTE 703, PROCEED IN A
 AE2631'SOUTHEASTERLY DIRECTION ON STATE ROUTE 703 1.25 MILES (2.01 KM) TO ITS
 AE2631'INTERSECTION WITH STATE ROUTE 219, PROCEED EAST ON STATE ROUTE 219 0.4
 AE2631'MILES, (0.6 KM) CONTINUE ON NORTH ON STATE ROUTE 219 1.88 MILES, (3.03
 AE2631'KM) CONTINUE EAST ON STATE ROUTE 219 2.75 MILES (4.43 KM) TO ITS
 AE2631'INTERSECTION WITH CLUB ISLAND ROAD.  THE MARK IS IN THE NORTHWEST
 AE2631'QUADRANT OF THE INTERSECTIONS OF CLUB ISLAND ROAD AND STATE ROUTE 219,
 AE2631'24.3 NORTH OF THE CENTERLINE OF STATE ROUTE 219, 0.15 MILES (0.24 KM)
 AE2631'WEST FROM THE CENTERLIN OF STATE ROUTE 219 (ISLAND CLUB ROAD) , 16.6
 AE2631'FEET (5.1 M) NORTHWESTERLY FORM A TELEPHONE POLE NUMBER 3015.26, 60
 AE2631'FEET (18.3 M) SOUTH FROM THE BAY.  THE MARK IS A STEEL ROD IN AN
 AE2631'ALUMINUM MONUMENT BOX STAMPED BAYVIEW ADJACENT TO A METAL POST PLACED
 AE2631'BY THE MERCER COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1348 ***********************************************************************
 HY1348  DESIGNATION -  BC=NAIL
 HY1348  PID         -  HY1348
 HY1348  STATE/COUNTY-  OH/LAWRENCE
 HY1348  USGS QUAD   -  PEDRO (1983)
 HY1348
 HY1348                         *CURRENT SURVEY CONTROL
 HY1348  ___________________________________________________________________
 HY1348* NAD 83(1986)-  38 40 39.     (N)    082 42 23.     (W)     SCALED    
 HY1348* NAVD 88     -       178.019  (meters)     584.05   (feet)  ADJUSTED  
 HY1348  ___________________________________________________________________
 HY1348  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HY1348  DYNAMIC HT  -         177.906 (meters)     583.68  (feet)  COMP
 HY1348  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 HY1348
 HY1348  VERT ORDER  -  SECOND    CLASS 0
 HY1348
 HY1348.The horizontal coordinates were scaled from a topographic map and have
 HY1348.an estimated accuracy of +/- 6 seconds.
 HY1348
 HY1348.The orthometric height was determined by differential leveling
 HY1348.and adjusted by the National Geodetic Survey in June 1991..
 HY1348
 HY1348.The geoid height was determined by GEOID03.
 HY1348
 HY1348.The dynamic height is computed by dividing the NAVD 88
 HY1348.geopotential number by the normal gravity value computed on the
 HY1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1348.degrees latitude (g = 980.6199 gals.).
 HY1348
 HY1348.The modeled gravity was interpolated from observed gravity values.
 HY1348
 HY1348;                    North         East    Units  Estimated Accuracy
 HY1348;SPC OH S     -    75,230.      582,040.      MT  (+/- 180 meters Scaled)
 HY1348
 HY1348                          SUPERSEDED SURVEY CONTROL
 HY1348
 HY1348  NGVD 29 (??/??/92)  178.202  (m)          584.65   (f) ADJ UNCH    2 0
 HY1348
 HY1348.Superseded values are not recommended for survey control.
 HY1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1348.See file dsdata.txt to determine how the superseded data were derived.
 HY1348
 HY1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC515823(NAD 83)
 HY1348_MARKER: N = NAIL
 HY1348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1348_SP_SET: MAPLE TREE ROOT
 HY1348_STAMPING: BC
 HY1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1348
 HY1348  HISTORY     - Date     Condition        Report By
 HY1348  HISTORY     - UNK      MONUMENTED       CGS
 HY1348  HISTORY     - 1958     GOOD             CGS
 HY1348
 HY1348                          STATION DESCRIPTION
 HY1348
 HY1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1348'2.8 MI SW FROM CENTER STATION.
 HY1348'2.1 MILES SOUTHWEST ALONG A BLACKTOP ROAD FROM THE MT. CALVARY
 HY1348'BAPTIST CHURCH AT CENTER STATION, THENCE 0.75 MILES WEST ALONG
 HY1348'STATE HIGHWAY 522, IN SECTION 31, T 3N, R 18W, ABOUT 100 YARDS
 HY1348'NORTHEAST OF A 90-FOOT BRIDGE OVER PINE CREEK, ABOUT 100 YARDS
 HY1348'NORTHWEST OF THE CROSSING OF HIGHWAY 522 AND THE DETROIT,
 HY1348'TOLEDO AND IRONTON RAILROAD, 21.1 FEET NORTHEAST OF BENCH MARK
 HY1348'211, AND SET IN THE TOP OF A LARGE SOUTH ROOT OF A 40-INCH MAPLE
 HY1348'TREE WITH FOUR TRUNKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1199 ***********************************************************************
 HY1199  DESIGNATION -  BD
 HY1199  PID         -  HY1199
 HY1199  STATE/COUNTY-  OH/LAWRENCE
 HY1199  USGS QUAD   -  GALLIA (1975)
 HY1199
 HY1199                         *CURRENT SURVEY CONTROL
 HY1199  ___________________________________________________________________
 HY1199* NAD 83(1986)-  38 47 10.     (N)    082 36 58.     (W)     SCALED    
 HY1199* NAVD 88     -       274.316  (meters)     899.99   (feet)  ADJUSTED  
 HY1199  ___________________________________________________________________
 HY1199  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HY1199  DYNAMIC HT  -         274.142 (meters)     899.41  (feet)  COMP
 HY1199  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 HY1199
 HY1199  VERT ORDER  -  SECOND    CLASS 0
 HY1199
 HY1199.The horizontal coordinates were scaled from a topographic map and have
 HY1199.an estimated accuracy of +/- 6 seconds.
 HY1199
 HY1199.The orthometric height was determined by differential leveling
 HY1199.and adjusted by the National Geodetic Survey in June 1991..
 HY1199
 HY1199.The geoid height was determined by GEOID03.
 HY1199
 HY1199.The dynamic height is computed by dividing the NAVD 88
 HY1199.geopotential number by the normal gravity value computed on the
 HY1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1199.degrees latitude (g = 980.6199 gals.).
 HY1199
 HY1199.The modeled gravity was interpolated from observed gravity values.
 HY1199
 HY1199;                    North         East    Units  Estimated Accuracy
 HY1199;SPC OH S     -    87,280.      589,910.      MT  (+/- 180 meters Scaled)
 HY1199
 HY1199                          SUPERSEDED SURVEY CONTROL
 HY1199
 HY1199  NGVD 29 (??/??/92)  274.498  (m)          900.58   (f) ADJ UNCH    2 0
 HY1199
 HY1199.Superseded values are not recommended for survey control.
 HY1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1199.See file dsdata.txt to determine how the superseded data were derived.
 HY1199
 HY1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC596942(NAD 83)
 HY1199_MARKER: N = NAIL
 HY1199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1199_SP_SET: OAK TREE ROOT
 HY1199_STAMPING: BD
 HY1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1199
 HY1199  HISTORY     - Date     Condition        Report By
 HY1199  HISTORY     - UNK      MONUMENTED       CGS
 HY1199  HISTORY     - 1958     GOOD             NGS
 HY1199
 HY1199                          STATION DESCRIPTION
 HY1199
 HY1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1199'8.7 MI E FROM SOUTH WEBSTER.
 HY1199'3.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HY1199'STATION AT SOUTH WEBSTER, THENCE 4.3 MILES EAST ALONG A GRAVELED
 HY1199'ROAD, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 75, IN SECTION
 HY1199'268 T 4N, R 18W, AT THE TOP OF A HILL, AT A GRAVEL ROAD CROSSING,
 HY1199'53.6 FEET NORTHEAST OF BENCH MARK E 214, AND SET IN THE TOP OF A
 HY1199'NOTCH CUT IN THE TOP OF A ROOT ON THE WEST SIDE OF A 30-INCH
 HY1199'OAK TREE ON THE SOUTHWEST SIDE OF THE ROAD (THE SOUTHEAST ONE OF
 HY1199'TWO LARGE OAKS ON THE SOUTH BANK OF THE ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1203 ***********************************************************************
 HY1203  DESIGNATION -  BE
 HY1203  PID         -  HY1203
 HY1203  STATE/COUNTY-  OH/GALLIA
 HY1203  USGS QUAD   -  GALLIA (1975)
 HY1203
 HY1203                         *CURRENT SURVEY CONTROL
 HY1203  ___________________________________________________________________
 HY1203* NAD 83(1986)-  38 46 42.     (N)    082 34 02.     (W)     SCALED    
 HY1203* NAVD 88     -       293.112  (meters)     961.65   (feet)  ADJUSTED  
 HY1203  ___________________________________________________________________
 HY1203  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 HY1203  DYNAMIC HT  -         292.926 (meters)     961.04  (feet)  COMP
 HY1203  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 HY1203
 HY1203  VERT ORDER  -  SECOND    CLASS 0
 HY1203
 HY1203.The horizontal coordinates were scaled from a topographic map and have
 HY1203.an estimated accuracy of +/- 6 seconds.
 HY1203
 HY1203.The orthometric height was determined by differential leveling
 HY1203.and adjusted by the National Geodetic Survey in June 1991..
 HY1203
 HY1203.The geoid height was determined by GEOID03.
 HY1203
 HY1203.The dynamic height is computed by dividing the NAVD 88
 HY1203.geopotential number by the normal gravity value computed on the
 HY1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1203.degrees latitude (g = 980.6199 gals.).
 HY1203
 HY1203.The modeled gravity was interpolated from observed gravity values.
 HY1203
 HY1203;                    North         East    Units  Estimated Accuracy
 HY1203;SPC OH S     -    86,410.      594,160.      MT  (+/- 180 meters Scaled)
 HY1203
 HY1203                          SUPERSEDED SURVEY CONTROL
 HY1203
 HY1203  NGVD 29 (??/??/92)  293.296  (m)          962.26   (f) ADJ UNCH    2 0
 HY1203
 HY1203.Superseded values are not recommended for survey control.
 HY1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1203.See file dsdata.txt to determine how the superseded data were derived.
 HY1203
 HY1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC638933(NAD 83)
 HY1203_MARKER: N = NAIL
 HY1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1203_SP_SET: OAK TREE CROOK
 HY1203_STAMPING: BE
 HY1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1203
 HY1203  HISTORY     - Date     Condition        Report By
 HY1203  HISTORY     - UNK      MONUMENTED       CGS
 HY1203  HISTORY     - 1958     GOOD             NGS
 HY1203
 HY1203                          STATION DESCRIPTION
 HY1203
 HY1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1203'8.2 MI NW FROM WATERLOO.
 HY1203'0.05 MILE NORTH ALONG STATE HIGHWAY 141 FROM THE BRIDGE OVER
 HY1203'SYMMES CREEK AT WATERLOO, THENCE 3.5 MILES NORTHWEST ALONG A
 HY1203'BLACKTOP AND GRAVEL ROAD, THENCE 4.7 MILES NORTHWEST ALONG A
 HY1203'GRAVEL ROAD, IN SECTION 31, T 6N, R 17W, ABOUT 0.35 MILE
 HY1203'EAST OF A Y-ROAD JUNCTION, AT THE JUNCTION OF A DIM ROAD NORTH,
 HY1203'46.3 FEET SOUTHWEST AND ACROSS THE ROAD FROM BENCH MARK K 217,
 HY1203'13.2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND SET
 HY1203'IN THE TOP OF A NOTCH CUT IN THE TOP OF A CROOK ON THE WEST SIDE
 HY1203'OF A 30-INCH EXTRA CROOKED OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1691 ***********************************************************************
 JY1691  DESIGNATION -  BE 33
 JY1691  PID         -  JY1691
 JY1691  STATE/COUNTY-  OH/FAIRFIELD
 JY1691  USGS QUAD   -  LANCASTER (1985)
 JY1691
 JY1691                         *CURRENT SURVEY CONTROL
 JY1691  ___________________________________________________________________
 JY1691* NAD 83(1995)-  39 41 57.44669(N)    082 34 47.46073(W)     ADJUSTED  
 JY1691* NAVD 88     -       247.6    (meters)     812.     (feet)  VERTCON   
 JY1691  ___________________________________________________________________
 JY1691  X           -     634,649.663 (meters)                     COMP
 JY1691  Y           -  -4,873,113.172 (meters)                     COMP
 JY1691  Z           -   4,052,488.819 (meters)                     COMP
 JY1691  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 JY1691  ELLIP HEIGHT-         213.46  (meters)          (10/07/05) GPS OBS
 JY1691  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JY1691
 JY1691  HORZ ORDER  -  SECOND
 JY1691  ELLP ORDER  -  FOURTH    CLASS I
 JY1691
 JY1691.The horizontal coordinates were established by GPS observations
 JY1691.and adjusted by the National Geodetic Survey in April 1998..
 JY1691
 JY1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1691
 JY1691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1691
 JY1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1691
 JY1691.The ellipsoidal height was determined by GPS observations
 JY1691.and is referenced to NAD 83.
 JY1691
 JY1691.The geoid height was determined by GEOID03.
 JY1691
 JY1691;                    North         East     Units Scale Factor Converg.
 JY1691;SPC OH S     -   188,648.670   593,151.804   MT  0.99995098   -0 03 02.4
 JY1691;UTM  17      - 4,395,575.284   364,551.582   MT  0.99982587   -1 00 33.5
 JY1691
 JY1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1691!SPC OH S     -   0.99996651  x   0.99995098  =   0.99991749
 JY1691!UTM  17      -   0.99996651  x   0.99982587  =   0.99979239
 JY1691
 JY1691                          SUPERSEDED SURVEY CONTROL
 JY1691
 JY1691  ELLIP H (04/01/98)  213.47   (m)                       GP(       ) 4 1
 JY1691  NAD 83(1986)-  39 41 57.45278(N)    082 34 47.46484(W) AD(       ) 2
 JY1691  NGVD 29 (08/31/92)  247.8    (m)          813.     (f) GPS OBS        
 JY1691
 JY1691.Superseded values are not recommended for survey control.
 JY1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1691.See file dsdata.txt to determine how the superseded data were derived.
 JY1691
 JY1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD6455295575(NAD 83)
 JY1691_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1691_SP_SET: CONCRETE POST
 JY1691_STAMPING: BE 33 1991
 JY1691_MARK LOGO: FCA   
 JY1691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1691+STABILITY: SURFACE MOTION
 JY1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1691+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1691
 JY1691  HISTORY     - Date     Condition        Report By
 JY1691  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1691
 JY1691                          STATION DESCRIPTION
 JY1691
 JY1691'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1691'STATION BE 33 IS LOCATED ON THE NORTHWEST CORNER OF BERNE TOWNSHIP IN
 JY1691'FAIRFIELD COUNTY, OHIO AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 JY1691'EWING STREET AND SUGAR GROVE ROAD. STATION IS 7.0 FT (2.1 M)
 JY1691'SOUTHWEST OF THE SOUTHWEST EDGE OF PAVEMENT OF SUGAR GROVE ROAD, 9.0
 JY1691'FT (2.7 M) SOUTHEAST OF THE WEST END OF A GUARD RAIL ON THE SOUTHWEST
 JY1691'SIDE OF THE SAID SUGAR GROVE ROAD AND 75.6 FT (23.0 M) NORTH OF A
 JY1691'POWER POLE LOCATED ON THE SOUTHWEST SIDE OF THE SAID SUGAR GROVE
 JY1691'ROAD. MARK IS A CONCRETE MONUMENT WITH ALUMINUM DISK AND STAMPED
 JY1691'FAIRFIELD COUNTY AUDITOR BE 33 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1692 ***********************************************************************
 JY1692  DESIGNATION -  BE 53
 JY1692  PID         -  JY1692
 JY1692  STATE/COUNTY-  OH/FAIRFIELD
 JY1692  USGS QUAD   -  ROCKBRIDGE (1992)
 JY1692
 JY1692                         *CURRENT SURVEY CONTROL
 JY1692  ___________________________________________________________________
 JY1692* NAD 83(1995)-  39 36 49.52863(N)    082 36 52.27985(W)     ADJUSTED  
 JY1692* NAVD 88     -       351.2    (meters)    1152.     (feet)  VERTCON   
 JY1692  ___________________________________________________________________
 JY1692  X           -     632,489.957 (meters)                     COMP
 JY1692  Y           -  -4,879,585.892 (meters)                     COMP
 JY1692  Z           -   4,045,243.359 (meters)                     COMP
 JY1692  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 JY1692  ELLIP HEIGHT-         317.00  (meters)          (10/07/05) GPS OBS
 JY1692  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY1692
 JY1692  HORZ ORDER  -  FIRST
 JY1692  ELLP ORDER  -  FOURTH    CLASS I
 JY1692
 JY1692.The horizontal coordinates were established by GPS observations
 JY1692.and adjusted by the National Geodetic Survey in April 1998..
 JY1692
 JY1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1692
 JY1692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1692
 JY1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1692
 JY1692.The ellipsoidal height was determined by GPS observations
 JY1692.and is referenced to NAD 83.
 JY1692
 JY1692.The geoid height was determined by GEOID03.
 JY1692
 JY1692;                    North         East     Units Scale Factor Converg.
 JY1692;SPC OH S     -   179,155.840   590,166.187   MT  0.99994390   -0 04 21.6
 JY1692;UTM  17      - 4,386,134.784   361,408.068   MT  0.99983648   -1 01 46.6
 JY1692
 JY1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1692!SPC OH S     -   0.99995027  x   0.99994390  =   0.99989417
 JY1692!UTM  17      -   0.99995027  x   0.99983648  =   0.99978676
 JY1692
 JY1692                          SUPERSEDED SURVEY CONTROL
 JY1692
 JY1692  ELLIP H (04/01/98)  317.04   (m)                       GP(       ) 4 1
 JY1692  NAD 83(1986)-  39 36 49.53335(N)    082 36 52.28394(W) AD(       ) 1
 JY1692  NGVD 29 (08/31/92)  351.4    (m)         1153.     (f) GPS OBS        
 JY1692
 JY1692.Superseded values are not recommended for survey control.
 JY1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1692.See file dsdata.txt to determine how the superseded data were derived.
 JY1692
 JY1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD6140886135(NAD 83)
 JY1692_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1692_SP_SET: CONCRETE POST
 JY1692_STAMPING: BE 53 1991
 JY1692_MARK LOGO: FCA   
 JY1692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1692+STABILITY: SURFACE MOTION
 JY1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1692+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1692
 JY1692  HISTORY     - Date     Condition        Report By
 JY1692  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1692
 JY1692                          STATION DESCRIPTION
 JY1692
 JY1692'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1692'STATION BE 53 IS LOCATED ON THE SOUTHWEST CORNER OF BERNE TOWNSHIP IN
 JY1692'FAIRFIELD COUNTY, OHIO ALONG THE EAST SIDE OF BARNEBY ROAD AT THE
 JY1692'OVERHEAD TRANSMISSION LINE NETWORK. TO REACH THE STATION FROM THE
 JY1692'INTERSECTION OF REVENGE ROAD AND BARNEBY ROAD, GO SOUTH ALONG BARNEBY
 JY1692'ROAD FOR 0.80 MI (1.29 KM) TO THE STATION. STATION IS 60.0 FT
 JY1692'(18.3 M) NORTHEAST OF THE CENTERLINE OF BARNEBY ROAD AND 5.8 FT
 JY1692'(1.8 M) SOUTHEAST OF A POWER POLE LOCATED ON THE EAST SIDE OF THE
 JY1692'SAID BARNEBY ROAD. MARK IS A CONCRETE MONUMENT WITH ALUMINUM DISK SET
 JY1692'0.2 FT (0.1 M) BELOW GROUND AND STAMPED FAIRFIELD COUNTY AUDITOR BE
 JY1692'53 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1693 ***********************************************************************
 JY1693  DESIGNATION -  BE 54
 JY1693  PID         -  JY1693
 JY1693  STATE/COUNTY-  OH/FAIRFIELD
 JY1693  USGS QUAD   -  ROCKBRIDGE (1992)
 JY1693
 JY1693                         *CURRENT SURVEY CONTROL
 JY1693  ___________________________________________________________________
 JY1693* NAD 83(1995)-  39 36 51.40627(N)    082 34 18.59456(W)     ADJUSTED  
 JY1693* NAVD 88     -       238.9    (meters)     784.     (feet)  VERTCON   
 JY1693  ___________________________________________________________________
 JY1693  X           -     636,109.544 (meters)                     COMP
 JY1693  Y           -  -4,878,990.908 (meters)                     COMP
 JY1693  Z           -   4,045,216.393 (meters)                     COMP
 JY1693  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 JY1693  ELLIP HEIGHT-         204.74  (meters)          (10/07/05) GPS OBS
 JY1693  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY1693
 JY1693  HORZ ORDER  -  FIRST
 JY1693  ELLP ORDER  -  FOURTH    CLASS I
 JY1693
 JY1693.The horizontal coordinates were established by GPS observations
 JY1693.and adjusted by the National Geodetic Survey in April 1998..
 JY1693
 JY1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1693
 JY1693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1693
 JY1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1693
 JY1693.The ellipsoidal height was determined by GPS observations
 JY1693.and is referenced to NAD 83.
 JY1693
 JY1693.The geoid height was determined by GEOID03.
 JY1693
 JY1693;                    North         East     Units Scale Factor Converg.
 JY1693;SPC OH S     -   179,209.962   593,831.976   MT  0.99994394   -0 02 44.1
 JY1693;UTM  17      - 4,386,127.682   365,073.833   MT  0.99982414   -1 00 08.6
 JY1693
 JY1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1693!SPC OH S     -   0.99996788  x   0.99994394  =   0.99991182
 JY1693!UTM  17      -   0.99996788  x   0.99982414  =   0.99979203
 JY1693
 JY1693                          SUPERSEDED SURVEY CONTROL
 JY1693
 JY1693  ELLIP H (04/01/98)  204.78   (m)                       GP(       ) 4 1
 JY1693  NAD 83(1986)-  39 36 51.41155(N)    082 34 18.59894(W) AD(       ) 1
 JY1693  NGVD 29 (08/31/92)  239.1    (m)          784.     (f) GPS OBS        
 JY1693
 JY1693.Superseded values are not recommended for survey control.
 JY1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1693.See file dsdata.txt to determine how the superseded data were derived.
 JY1693
 JY1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD6507486128(NAD 83)
 JY1693_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1693_SP_SET: CONCRETE POST
 JY1693_STAMPING: BE 54 1991
 JY1693_MARK LOGO: FCA   
 JY1693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1693+STABILITY: SURFACE MOTION
 JY1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1693+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2004
 JY1693
 JY1693  HISTORY     - Date     Condition        Report By
 JY1693  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1693  HISTORY     - 20040905 GOOD             GEOCAC
 JY1693
 JY1693                          STATION DESCRIPTION
 JY1693
 JY1693'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1693'STATION BE 54 IS LOCATED ON THE SOUTH SIDE OF BERNE TOWNSHIP IN
 JY1693'FAIRFIELD COUNTY, OHIO ALONG THE SOUTH SIDE OF BRUSHY FORK ROAD. TO
 JY1693'REACH THE STATION FROM THE INTERSECTION OF OLD LOGAN ROAD AND SUGAR
 JY1693'GROVE ROAD, GO SOUTH ALONG OLD LOGAN ROAD FOR 0.70 MI (1.13 KM) TO
 JY1693'BRUSHY FORK ROAD. TURN WEST ON BRUSHY FORK ROAD FOR 0.90 MI
 JY1693'(1.45 KM) TO THE STATION. STATION IS 7.6 FT (2.3 M) SOUTH OF THE
 JY1693'SOUTH EDGE OF PAVEMENT OF BRUSHY FORK ROAD, 44.0 FT (13.4 M) NORTH OF
 JY1693'A POWER POLE LOCATED ON THE SOUTH SIDE OF THE SAID BRUSHY FORK ROAD
 JY1693'AND DIRECTLY ACROSS HOUSE NO. 2030. MARK IS A CONCRETE MONUMENT WITH
 JY1693'ALUMINUM DISK SET FLUSH WITH THE GROUND AND STAMPED FAIRFIELD COUNTY
 JY1693'AUDITOR BE 54 1991.
 JY1693
 JY1693                          STATION RECOVERY (2004)
 JY1693
 JY1693'RECOVERY NOTE BY GEOCACHING 2004 (RDS)
 JY1693'FOUND IN GOOD CONDITION.  ABOUT 10 FEET OF OF GPS LISTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1694 ***********************************************************************
 JY1694  DESIGNATION -  BE 55
 JY1694  PID         -  JY1694
 JY1694  STATE/COUNTY-  OH/FAIRFIELD
 JY1694  USGS QUAD   -  LANCASTER (1985)
 JY1694
 JY1694                         *CURRENT SURVEY CONTROL
 JY1694  ___________________________________________________________________
 JY1694* NAD 83(1995)-  39 37 49.12516(N)    082 32 52.93531(W)     ADJUSTED  
 JY1694* NAVD 88     -       239.6    (meters)     786.     (feet)  VERTCON   
 JY1694  ___________________________________________________________________
 JY1694  X           -     637,988.511 (meters)                     COMP
 JY1694  Y           -  -4,877,601.213 (meters)                     COMP
 JY1694  Z           -   4,046,588.055 (meters)                     COMP
 JY1694  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 JY1694  ELLIP HEIGHT-         205.47  (meters)          (10/07/05) GPS OBS
 JY1694  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JY1694
 JY1694  HORZ ORDER  -  FIRST
 JY1694  ELLP ORDER  -  FOURTH    CLASS I
 JY1694
 JY1694.The horizontal coordinates were established by GPS observations
 JY1694.and adjusted by the National Geodetic Survey in April 1998..
 JY1694
 JY1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1694
 JY1694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1694
 JY1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1694
 JY1694.The ellipsoidal height was determined by GPS observations
 JY1694.and is referenced to NAD 83.
 JY1694
 JY1694.The geoid height was determined by GEOID03.
 JY1694
 JY1694;                    North         East     Units Scale Factor Converg.
 JY1694;SPC OH S     -   180,988.612   595,876.076   MT  0.99994509   -0 01 49.7
 JY1694;UTM  17      - 4,387,871.730   367,147.096   MT  0.99981730   -0 59 15.1
 JY1694
 JY1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1694!SPC OH S     -   0.99996777  x   0.99994509  =   0.99991286
 JY1694!UTM  17      -   0.99996777  x   0.99981730  =   0.99978507
 JY1694
 JY1694                          SUPERSEDED SURVEY CONTROL
 JY1694
 JY1694  ELLIP H (04/01/98)  205.50   (m)                       GP(       ) 4 1
 JY1694  NAD 83(1986)-  39 37 49.13089(N)    082 32 52.93971(W) AD(       ) 1
 JY1694  NGVD 29 (08/31/92)  239.8    (m)          787.     (f) GPS OBS        
 JY1694
 JY1694.Superseded values are not recommended for survey control.
 JY1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1694.See file dsdata.txt to determine how the superseded data were derived.
 JY1694
 JY1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD6714787872(NAD 83)
 JY1694_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1694_SP_SET: CONCRETE POST
 JY1694_STAMPING: BE 55 1991
 JY1694_MARK LOGO: FCA   
 JY1694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1694+STABILITY: SURFACE MOTION
 JY1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1694+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1694
 JY1694  HISTORY     - Date     Condition        Report By
 JY1694  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1694
 JY1694                          STATION DESCRIPTION
 JY1694
 JY1694'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1694'STATION BE 55 IS LOCATED ON THE NORTH SIDE OF THE TOWN OF SUGAR GROVE
 JY1694'IN BERNE TOWNSHIP IN FAIRFIELD COUNTY, OHIO ALONG THE EAST SIDE OF
 JY1694'SUGAR GROVE ROAD INFRONT OF THE SUGAR GROVE ELEMENTARY SCHOOL
 JY1694'PLAYGROUND. TO REACH THE STATION FROM THE INTERSECTION OF SAVAGE HILL
 JY1694'ROAD AND SUGAR GROVE ROAD, GO SOUTH ALONG SUGAR GROVE ROAD FOR 0.40
 JY1694'MI (0.64 KM) TO SUGAR GROVE ELEMETARY SCHOOL PLAYGROUND TO THE
 JY1694'STATION. STATION IS 12.4 FT (3.8 M) EAST OF THE EAST EDGE OF PAVEMENT
 JY1694'OF SUGAR GROVE ROAD, 4.6 FT (1.4 M) WEST OF PLAYGROUND FENCE ON THE
 JY1694'EAST SIDE OF THE SAID SUGAR GROVE ROAD AND 80.0 FT (24.4 M) NORTH OF
 JY1694'A SUGAR GROVE CORPORATION LIMIT SIGN LOCATED ON THE WEST SIDE OF THE
 JY1694'SAID SUGAR GROVE ROAD. MARK IS A CONCRETE MONUMENT WITH ALUMINUM DISK
 JY1694'AND STAMPED FAIRFIELD COUNTY AUDITOR BE 55 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1695 ***********************************************************************
 JY1695  DESIGNATION -  BE 56
 JY1695  PID         -  JY1695
 JY1695  STATE/COUNTY-  OH/FAIRFIELD
 JY1695  USGS QUAD   -  ROCKBRIDGE (1992)
 JY1695
 JY1695                         *CURRENT SURVEY CONTROL
 JY1695  ___________________________________________________________________
 JY1695* NAD 83(1995)-  39 36 17.94675(N)    082 32 16.84295(W)     ADJUSTED  
 JY1695* NAVD 88     -       235.7    (meters)     773.     (feet)  VERTCON   
 JY1695  ___________________________________________________________________
 JY1695  X           -     639,074.468 (meters)                     COMP
 JY1695  Y           -  -4,879,264.470 (meters)                     COMP
 JY1695  Z           -   4,044,419.310 (meters)                     COMP
 JY1695  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 JY1695  ELLIP HEIGHT-         201.51  (meters)          (10/07/05) GPS OBS
 JY1695  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JY1695
 JY1695  HORZ ORDER  -  FIRST
 JY1695  ELLP ORDER  -  FOURTH    CLASS I
 JY1695
 JY1695.The horizontal coordinates were established by GPS observations
 JY1695.and adjusted by the National Geodetic Survey in April 1998..
 JY1695
 JY1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1695
 JY1695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1695
 JY1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1695
 JY1695.The ellipsoidal height was determined by GPS observations
 JY1695.and is referenced to NAD 83.
 JY1695
 JY1695.The geoid height was determined by GEOID03.
 JY1695
 JY1695;                    North         East     Units Scale Factor Converg.
 JY1695;SPC OH S     -   178,176.333   596,735.573   MT  0.99994330   -0 01 26.8
 JY1695;UTM  17      - 4,385,045.854   367,959.409   MT  0.99981465   -0 58 50.2
 JY1695
 JY1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1695!SPC OH S     -   0.99996839  x   0.99994330  =   0.99991169
 JY1695!UTM  17      -   0.99996839  x   0.99981465  =   0.99978304
 JY1695
 JY1695                          SUPERSEDED SURVEY CONTROL
 JY1695
 JY1695  ELLIP H (04/01/98)  201.55   (m)                       GP(       ) 4 1
 JY1695  NAD 83(1986)-  39 36 17.95239(N)    082 32 16.84741(W) AD(       ) 1
 JY1695  NGVD 29 (08/31/92)  235.8    (m)          774.     (f) GPS OBS        
 JY1695
 JY1695.Superseded values are not recommended for survey control.
 JY1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1695.See file dsdata.txt to determine how the superseded data were derived.
 JY1695
 JY1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD6795985046(NAD 83)
 JY1695_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1695_SP_SET: CONCRETE POST
 JY1695_STAMPING: BE 56 1991
 JY1695_MARK LOGO: FCA   
 JY1695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1695+STABILITY: SURFACE MOTION
 JY1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1695+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1695
 JY1695  HISTORY     - Date     Condition        Report By
 JY1695  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1695
 JY1695                          STATION DESCRIPTION
 JY1695
 JY1695'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1695'STATION BE 56 IS LOCATED ON THE SOUTH SIDE OF BERNE TOWNSHIP IN
 JY1695'FAIRFIELD COUNTY, OHIO ALONG THE EAST SIDE OF BUCKEYE ROAD. TO REACH
 JY1695'THE STATION FROM THE INTERSECTION OF SUGAR GROVE ROAD AND BUCKEYE
 JY1695'ROAD, GO SOUTH ALONG BUCKEYE ROAD FOR 1.60 MI (2.57 KM) PAST SULLIVAN
 JY1695'ROAD TO THE STATION. STATION IS 11.0 FT (3.4 M) EAST OF THE EAST EDGE
 JY1695'OF PAVEMENT OF BUCKEYE ROAD AND 34.1 FT (10.4 M) SOUTH OF A STEEL
 JY1695'POST LOCATED AT THE SOUTHEAST CORNER OF INTERSECTION OF BUCKEYE ROAD
 JY1695'AND SULLIVAN ROAD. MARK IS A CONCRETE MONUMENT WITH ALUMINUM DISK SET
 JY1695'2 INCHES BELOW GROUND AND STAMPED FAIRFIELD COUNTY AUDITOR BE 56
 JY1695'1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1696 ***********************************************************************
 JY1696  DESIGNATION -  BE 57
 JY1696  PID         -  JY1696
 JY1696  STATE/COUNTY-  OH/FAIRFIELD
 JY1696  USGS QUAD   -  LOGAN (1992)
 JY1696
 JY1696                         *CURRENT SURVEY CONTROL
 JY1696  ___________________________________________________________________
 JY1696* NAD 83(1995)-  39 36 45.21458(N)    082 29 41.84140(W)     ADJUSTED  
 JY1696* NAVD 88     -       315.9    (meters)    1036.     (feet)  VERTCON   
 JY1696  ___________________________________________________________________
 JY1696  X           -     642,678.944 (meters)                     COMP
 JY1696  Y           -  -4,878,312.552 (meters)                     COMP
 JY1696  Z           -   4,045,118.376 (meters)                     COMP
 JY1696  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 JY1696  ELLIP HEIGHT-         281.74  (meters)          (10/07/05) GPS OBS
 JY1696  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JY1696
 JY1696  HORZ ORDER  -  FIRST
 JY1696  ELLP ORDER  -  FOURTH    CLASS I
 JY1696
 JY1696.The horizontal coordinates were established by GPS observations
 JY1696.and adjusted by the National Geodetic Survey in April 1998..
 JY1696
 JY1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1696
 JY1696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1696
 JY1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1696
 JY1696.The ellipsoidal height was determined by GPS observations
 JY1696.and is referenced to NAD 83.
 JY1696
 JY1696.The geoid height was determined by GEOID03.
 JY1696
 JY1696;                    North         East     Units Scale Factor Converg.
 JY1696;SPC OH S     -   179,016.575   600,433.131   MT  0.99994382   +0 00 11.5
 JY1696;UTM  17      - 4,385,824.148   371,669.978   MT  0.99980276   -0 57 11.9
 JY1696
 JY1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1696!SPC OH S     -   0.99995580  x   0.99994382  =   0.99989962
 JY1696!UTM  17      -   0.99995580  x   0.99980276  =   0.99975857
 JY1696
 JY1696                          SUPERSEDED SURVEY CONTROL
 JY1696
 JY1696  ELLIP H (04/01/98)  281.79   (m)                       GP(       ) 4 1
 JY1696  NAD 83(1986)-  39 36 45.22030(N)    082 29 41.84575(W) AD(       ) 1
 JY1696  NGVD 29 (08/31/92)  316.1    (m)         1037.     (f) GPS OBS        
 JY1696
 JY1696.Superseded values are not recommended for survey control.
 JY1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1696.See file dsdata.txt to determine how the superseded data were derived.
 JY1696
 JY1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD7167085824(NAD 83)
 JY1696_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1696_SP_SET: CONCRETE POST
 JY1696_STAMPING: BE 57 1991
 JY1696_MARK LOGO: FCA   
 JY1696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1696+STABILITY: SURFACE MOTION
 JY1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1696+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1696
 JY1696  HISTORY     - Date     Condition        Report By
 JY1696  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1696
 JY1696                          STATION DESCRIPTION
 JY1696
 JY1696'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1696'STATION BE 57 IS LOCATED ON THE EAST SIDE OF BERNE TOWNSHIP IN
 JY1696'FAIRFIELD COUNTY, OHIO ALONG THE NORTH SIDE OF GRUMER ROAD AT THE
 JY1696'FAIRFIELD-HOCKING COUNTY LINE. STATION IS 5.9 FT (1.8 M) NORTH OF THE
 JY1696'NORTH EDGE OF PAVEMENT OF GRUMER ROAD, 33.0 FT (10.1 M) NORTHEAST OF
 JY1696'LOGAN HORNS-MILL ROAD SIGN ON THE SOUTH SIDE OF THE SAID GRUMER
 JY1696'ROAD, 16.6 FT (5.1 M) WEST OF THE COUNTY ROAD SIGN ON THE NORTH SIDE
 JY1696'OF THE SAID GRUMER ROAD AND 3.0 FT (0.9 M) SOUTH OF THE WIRE FENCE
 JY1696'LOCATED ON THE NORTH SIDE OF THE SAID GRUMER ROAD. MARK IS A CONCRETE
 JY1696'MONUMENT WITH ALUMINUM DISK SET 0.1 FT (0.0 M) BELOW GROUND AND
 JY1696'STAMPED FAIRFIELD COUNTY AUDITOR BE 57 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1697 ***********************************************************************
 JY1697  DESIGNATION -  BE 58
 JY1697  PID         -  JY1697
 JY1697  STATE/COUNTY-  OH/FAIRFIELD
 JY1697  USGS QUAD   -  BREMEN (1992)
 JY1697
 JY1697                         *CURRENT SURVEY CONTROL
 JY1697  ___________________________________________________________________
 JY1697* NAD 83(1995)-  39 37 59.44011(N)    082 29 53.08103(W)     ADJUSTED  
 JY1697* NAVD 88     -       235.4    (meters)     772.     (feet)  VERTCON   
 JY1697  ___________________________________________________________________
 JY1697  X           -     642,214.411 (meters)                     COMP
 JY1697  Y           -  -4,876,838.630 (meters)                     COMP
 JY1697  Z           -   4,046,830.358 (meters)                     COMP
 JY1697  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 JY1697  ELLIP HEIGHT-         201.22  (meters)          (10/07/05) GPS OBS
 JY1697  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JY1697
 JY1697  HORZ ORDER  -  FIRST
 JY1697  ELLP ORDER  -  FOURTH    CLASS I
 JY1697
 JY1697.The horizontal coordinates were established by GPS observations
 JY1697.and adjusted by the National Geodetic Survey in April 1998..
 JY1697
 JY1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1697
 JY1697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1697
 JY1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1697
 JY1697.The ellipsoidal height was determined by GPS observations
 JY1697.and is referenced to NAD 83.
 JY1697
 JY1697.The geoid height was determined by GEOID03.
 JY1697
 JY1697;                    North         East     Units Scale Factor Converg.
 JY1697;SPC OH S     -   181,305.623   600,164.987   MT  0.99994531   +0 00 04.4
 JY1697;UTM  17      - 4,388,117.030   371,440.124   MT  0.99980348   -0 57 20.6
 JY1697
 JY1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1697!SPC OH S     -   0.99996843  x   0.99994531  =   0.99991374
 JY1697!UTM  17      -   0.99996843  x   0.99980348  =   0.99977192
 JY1697
 JY1697                          SUPERSEDED SURVEY CONTROL
 JY1697
 JY1697  ELLIP H (04/01/98)  201.27   (m)                       GP(       ) 4 1
 JY1697  NAD 83(1986)-  39 37 59.44589(N)    082 29 53.08538(W) AD(       ) 1
 JY1697  NGVD 29 (08/31/92)  235.6    (m)          773.     (f) GPS OBS        
 JY1697
 JY1697.Superseded values are not recommended for survey control.
 JY1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1697.See file dsdata.txt to determine how the superseded data were derived.
 JY1697
 JY1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD7144088117(NAD 83)
 JY1697_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1697_SP_SET: CONCRETE POST
 JY1697_STAMPING: BE 58 1991
 JY1697_MARK LOGO: FCA   
 JY1697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1697+STABILITY: SURFACE MOTION
 JY1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1697+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1697
 JY1697  HISTORY     - Date     Condition        Report By
 JY1697  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1697
 JY1697                          STATION DESCRIPTION
 JY1697
 JY1697'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1697'STATION BE 58 IS LOCATED ON THE EAST SIDE OF BERNE TOWNSHIP IN
 JY1697'FAIRFIELD COUNTY, OHIO ALONG THE SOUTHWEST SIDE OF SWARTZ MILL ROAD
 JY1697'AND 0.20 MI (0.32 KM) NORTHWEST OF SPONAGLE ROAD. TO REACH FROM THE
 JY1697'INTERSECTION OF SAVAGE HILL ROAD AND HORNS MILL ROAD, GO EAST ALONG
 JY1697'HORNS MILL ROAD FOR 2.0 MI (3.2 KM) TO SWARTZ MILL ROAD. TURN SOUTH
 JY1697'ON SWARTZ MILL ROAD FOR 1.3 MI (2.1 KM) TO THE STATION. STATION IS
 JY1697'13.8 FT (4.2 M) SOUTHWEST OF THE SOUTHWEST EDGE OF PAVEMENT OF SWARTZ
 JY1697'MILL ROAD, 37.0 FT (11.3 M) NORTHWEST OF THE END OF FENCE LOCATED ON
 JY1697'THE SOUTHWEST SIDE OF THE SAID SWARTZ MILL ROAD, AND 12.6 FT (3.8 M)
 JY1697'NORTHWEST OF A POWER POLE ON THE NORTHWEST SIDE OF THE SAID SWARTZ
 JY1697'MILL ROAD. MARK IS A CONCRETE MONUMENT WITH ALUMINUM DISK SET 0.1 FT
 JY1697'(0.0 M) BELOW GROUND AND STAMPED FAIRFIELD COUNTY AUDITOR BE 58 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1177 ***********************************************************************
 KY1177  DESIGNATION -  BEA 2
 KY1177  PID         -  KY1177
 KY1177  STATE/COUNTY-  OH/MAHONING
 KY1177  USGS QUAD   -  COLUMBIANA (1994)
 KY1177
 KY1177                         *CURRENT SURVEY CONTROL
 KY1177  ___________________________________________________________________
 KY1177* NAD 83(1986)-  40 55 25.     (N)    080 44 43.     (W)     SCALED    
 KY1177* NAVD 88     -       358.887  (meters)    1177.45   (feet)  ADJUSTED  
 KY1177  ___________________________________________________________________
 KY1177  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KY1177  DYNAMIC HT  -         358.715 (meters)    1176.88  (feet)  COMP
 KY1177  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 KY1177
 KY1177  VERT ORDER  -  SECOND    CLASS 0
 KY1177
 KY1177.The horizontal coordinates were scaled from a topographic map and have
 KY1177.an estimated accuracy of +/- 6 seconds.
 KY1177
 KY1177.The orthometric height was determined by differential leveling
 KY1177.and adjusted by the National Geodetic Survey in June 1991..
 KY1177
 KY1177.The geoid height was determined by GEOID03.
 KY1177
 KY1177.The dynamic height is computed by dividing the NAVD 88
 KY1177.geopotential number by the normal gravity value computed on the
 KY1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1177.degrees latitude (g = 980.6199 gals.).
 KY1177
 KY1177.The modeled gravity was interpolated from observed gravity values.
 KY1177
 KY1177;                    North         East    Units  Estimated Accuracy
 KY1177;SPC OH N     -   141,070.      747,790.      MT  (+/- 180 meters Scaled)
 KY1177
 KY1177                          SUPERSEDED SURVEY CONTROL
 KY1177
 KY1177  NGVD 29 (??/??/92)  359.034  (m)         1177.93   (f) ADJ UNCH    2 0
 KY1177
 KY1177.Superseded values are not recommended for survey control.
 KY1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1177.See file dsdata.txt to determine how the superseded data were derived.
 KY1177
 KY1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF214303(NAD 83)
 KY1177_MARKER: DD = SURVEY DISK
 KY1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1177_STAMPING: BEA 2
 KY1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1177+STABILITY: SURFACE MOTION
 KY1177
 KY1177  HISTORY     - Date     Condition        Report By
 KY1177  HISTORY     - UNK      MONUMENTED       OH-099
 KY1177  HISTORY     - 1950     GOOD             NGS
 KY1177
 KY1177                          STATION DESCRIPTION
 KY1177
 KY1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1177'2.6 MI NE FROM WASHINGTONVILLE.
 KY1177'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 14 FROM THE TRINITY
 KY1177'LUTHERAN CHURCH AT WASHINGTONVILLE, THENCE ABOUT 1.6 MILES NORTH
 KY1177'ALONG THE GREEN-BEAVER NORTH AND SOUTH ROAD, AT THE JUNCTION OF
 KY1177'THE CENTERLINE OF THE GREEN-BEAVER NORTH AND SOUTH ROAD AND THE
 KY1177'CENTERLINE OF THE RENKENBERGER ROAD.  A MAHONING COUNTY DISK SET
 KY1177'IN THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST
 KY1177'IRON WELL AND COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE
 KY1177'M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1130 ***********************************************************************
 KY1130  DESIGNATION -  BEA 23
 KY1130  PID         -  KY1130
 KY1130  STATE/COUNTY-  OH/MAHONING
 KY1130  USGS QUAD   -  COLUMBIANA (1994)
 KY1130
 KY1130                         *CURRENT SURVEY CONTROL
 KY1130  ___________________________________________________________________
 KY1130* NAD 83(1986)-  40 59 17.     (N)    080 43 34.     (W)     SCALED    
 KY1130* NAVD 88     -       333.143  (meters)    1092.99   (feet)  ADJUSTED  
 KY1130  ___________________________________________________________________
 KY1130  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY1130  DYNAMIC HT  -         332.986 (meters)    1092.47  (feet)  COMP
 KY1130  MODELED GRAV-     980,142.8   (mgal)                       NAVD 88
 KY1130
 KY1130  VERT ORDER  -  SECOND    CLASS 0
 KY1130
 KY1130.The horizontal coordinates were scaled from a topographic map and have
 KY1130.an estimated accuracy of +/- 6 seconds.
 KY1130
 KY1130.The orthometric height was determined by differential leveling
 KY1130.and adjusted by the National Geodetic Survey in June 1991..
 KY1130
 KY1130.The geoid height was determined by GEOID03.
 KY1130
 KY1130.The dynamic height is computed by dividing the NAVD 88
 KY1130.geopotential number by the normal gravity value computed on the
 KY1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1130.degrees latitude (g = 980.6199 gals.).
 KY1130
 KY1130.The modeled gravity was interpolated from observed gravity values.
 KY1130
 KY1130;                    North         East    Units  Estimated Accuracy
 KY1130;SPC OH N     -   148,250.      749,250.      MT  (+/- 180 meters Scaled)
 KY1130
 KY1130                          SUPERSEDED SURVEY CONTROL
 KY1130
 KY1130  NGVD 29 (??/??/92)  333.305  (m)         1093.52   (f) ADJ UNCH    2 0
 KY1130
 KY1130.Superseded values are not recommended for survey control.
 KY1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1130.See file dsdata.txt to determine how the superseded data were derived.
 KY1130
 KY1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF230374(NAD 83)
 KY1130_MARKER: DD = SURVEY DISK
 KY1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1130_STAMPING: BEA 23
 KY1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1130+STABILITY: SURFACE MOTION
 KY1130
 KY1130  HISTORY     - Date     Condition        Report By
 KY1130  HISTORY     - UNK      MONUMENTED       OH-099
 KY1130  HISTORY     - 1950     GOOD             NGS
 KY1130
 KY1130                          STATION DESCRIPTION
 KY1130
 KY1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1130'0.3 MI W FROM NEW BUFFALO.
 KY1130'ABOUT 0.3 MILE WEST ALONG WESTERN RESERVE ROAD FROM THE CHURCH
 KY1130'AND CEMETERY AT NEW BUFFALO, AT THE JUNCTION OF THE CENTERLINE
 KY1130'OF WESTERN RESERVE ROAD AND THE CENTERLINE OF DETWILER ROAD.  A
 KY1130'MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST CONCRETE POST,
 KY1130'WHICH IS SET IN A CAST IRON WELL AND COVERED WITH A CAST IRON
 KY1130'COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW
 KY1130'THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1132 ***********************************************************************
 KY1132  DESIGNATION -  BEA 24
 KY1132  PID         -  KY1132
 KY1132  STATE/COUNTY-  OH/MAHONING
 KY1132  USGS QUAD   -  COLUMBIANA (1994)
 KY1132
 KY1132                         *CURRENT SURVEY CONTROL
 KY1132  ___________________________________________________________________
 KY1132* NAD 83(1986)-  40 59 17.     (N)    080 42 25.     (W)     SCALED    
 KY1132* NAVD 88     -       329.067  (meters)    1079.61   (feet)  ADJUSTED  
 KY1132  ___________________________________________________________________
 KY1132  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KY1132  DYNAMIC HT  -         328.911 (meters)    1079.10  (feet)  COMP
 KY1132  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 KY1132
 KY1132  VERT ORDER  -  SECOND    CLASS 0
 KY1132
 KY1132.The horizontal coordinates were scaled from a topographic map and have
 KY1132.an estimated accuracy of +/- 6 seconds.
 KY1132
 KY1132.The orthometric height was determined by differential leveling
 KY1132.and adjusted by the National Geodetic Survey in June 1991..
 KY1132
 KY1132.The geoid height was determined by GEOID03.
 KY1132
 KY1132.The dynamic height is computed by dividing the NAVD 88
 KY1132.geopotential number by the normal gravity value computed on the
 KY1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1132.degrees latitude (g = 980.6199 gals.).
 KY1132
 KY1132.The modeled gravity was interpolated from observed gravity values.
 KY1132
 KY1132;                    North         East    Units  Estimated Accuracy
 KY1132;SPC OH N     -   148,290.      750,870.      MT  (+/- 180 meters Scaled)
 KY1132
 KY1132                          SUPERSEDED SURVEY CONTROL
 KY1132
 KY1132  NGVD 29 (??/??/92)  329.229  (m)         1080.15   (f) ADJ UNCH    2 0
 KY1132
 KY1132.Superseded values are not recommended for survey control.
 KY1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1132.See file dsdata.txt to determine how the superseded data were derived.
 KY1132
 KY1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF246374(NAD 83)
 KY1132_MARKER: DD = SURVEY DISK
 KY1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1132_STAMPING: BEA 24
 KY1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1132+STABILITY: SURFACE MOTION
 KY1132
 KY1132  HISTORY     - Date     Condition        Report By
 KY1132  HISTORY     - UNK      MONUMENTED       OH-099
 KY1132  HISTORY     - 1950     GOOD             NGS
 KY1132  HISTORY     - 1987     POOR             USPSQD
 KY1132
 KY1132                          STATION DESCRIPTION
 KY1132
 KY1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1132'0.7 MI E FROM NEW BUFFALO.
 KY1132'ABOUT 0.70 MILE EAST ALONG WESTERN RESERVE ROAD FROM THE CHURCH
 KY1132'AND CEMETERY AT NEW BUFFALO, AT THE JUNCTION OF THE CENTERLINE
 KY1132'OF WESTERN RESERVE ROAD AND THE CENTERLINE OF COLUMBIANA-NEW
 KY1132'BUFFALO ROAD.  A MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST
 KY1132'CONCRETE POST, WHICH IS SET IN A CAST IRON WELL AND COVERED WITH
 KY1132'A CAST IRON COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT
 KY1132'8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
 KY1132
 KY1132                          STATION RECOVERY (1987)
 KY1132
 KY1132'RECOVERY NOTE BY US POWER SQUADRON 1987 (JM)
 KY1132'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3256 ***********************************************************************
 KY3256  DESIGNATION -  BEA 24A
 KY3256  PID         -  KY3256
 KY3256  STATE/COUNTY-  OH/MAHONING
 KY3256  USGS QUAD   -  COLUMBIANA (1994)
 KY3256
 KY3256                         *CURRENT SURVEY CONTROL
 KY3256  ___________________________________________________________________
 KY3256* NAD 83(1995)-  40 59 17.03584(N)    080 42 20.51881(W)     ADJUSTED  
 KY3256* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 KY3256  ___________________________________________________________________
 KY3256  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 KY3256  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KY3256
 KY3256  HORZ ORDER  -  THIRD
 KY3256
 KY3256.The horizontal coordinates were established by classical geodetic methods
 KY3256.and adjusted by the National Geodetic Survey in April 1998..
 KY3256
 KY3256.The orthometric height was scaled from a topographic map.
 KY3256
 KY3256.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3256
 KY3256.The geoid height was determined by GEOID03.
 KY3256
 KY3256;                    North         East     Units Scale Factor Converg.
 KY3256;SPC OH N     -   148,288.845   750,971.323   MT  0.99994010   +1 10 43.6
 KY3256;UTM  17      - 4,537,473.923   524,755.588   MT  0.99960754   +0 11 34.9
 KY3256
 KY3256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3256!SPC OH N     -   0.99995375  x   0.99994010  =   0.99989385
 KY3256!UTM  17      -   0.99995375  x   0.99960754  =   0.99956131
 KY3256
 KY3256:                Primary Azimuth Mark                     Grid Az
 KY3256:SPC OH N     -  MCCLURG                                  079 30 57.1
 KY3256:UTM  17      -  MCCLURG                                  080 30 05.8
 KY3256
 KY3256|---------------------------------------------------------------------|
 KY3256| PID    Reference Object                     Distance      Geod. Az  |
 KY3256|                                                           dddmmss.s |
 KY3256| KY1145 MCCLURG                             APPROX. 5.0 KM 0804140.7 |
 KY3256|---------------------------------------------------------------------|
 KY3256
 KY3256                          SUPERSEDED SURVEY CONTROL
 KY3256
 KY3256  NAD 83(1986)-  40 59 17.04071(N)    080 42 20.52309(W) AD(       ) 3
 KY3256  NAD 27      -  40 59 16.82600(N)    080 42 21.25200(W) AD(       ) 3
 KY3256
 KY3256.Superseded values are not recommended for survey control.
 KY3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3256.See file dsdata.txt to determine how the superseded data were derived.
 KY3256
 KY3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2475637474(NAD 83)
 KY3256_MARKER: DD = SURVEY DISK
 KY3256_SETTING: 0 = UNSPECIFIED SETTING
 KY3256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3256
 KY3256  HISTORY     - Date     Condition        Report By
 KY3256  HISTORY     - 1950     MONUMENTED       OH-099
 KY3256
 KY3256                          STATION DESCRIPTION
 KY3256
 KY3256'DESCRIBED BY MAHONING COUNTY OHIO 1950
 KY3256'STATION IS LOCATED ON THE CENTERLINE OF THE WESTERN RESERVE ROAD,
 KY3256'SAID CENTERLINE BEING THE DIVIDING LINE BETWEEN BOARDMAN AND BEAVER
 KY3256'TOWNSHIPS.  THE MARK IS ABOUT THREE AND ONE-HALF (3.5) MILES
 KY3256'NORTH-WEST OF THE VILLAGE OF NORTH LIMA, AND ABOUT THREE AND ONE-HALF
 KY3256'(3.5/MILES SOUTH-EAST OF THE VILLAGE OF CANFIELD.  IT IS LOCATED ON
 KY3256'THE CENTERLINE OF THE WESTERN RESERVE ROAD ONE HUNDRED (100) FEET
 KY3256'EAST OF THE JUNCTION OF THE COLUMBIANA-NEW BUFFALO ROAD.
 KY3256'
 KY3256'STATION MARK IS A STANDARD MAHONING COUNTY ALUMINUM DISK, SET IN
 KY3256'THE TOP OF A PRECAST CONCRETE MONUMENT, WHICH IS SET IN A CAST
 KY3256'IRON WELL, AND COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.
 KY3256'
 KY3256'STATION MARK IS ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND
 KY3256'IS STAMPED BEA-24A.
 KY3256'
 KY3256'BOA-20 WAS USED AS AN AZIMUTH AND IS LOCATED ON THE CENTERLINE OF
 KY3256'THE WESTERN RESERVE ROAD AT THE JUNCTION OF THE HITCHCOCK ROAD
 KY3256'WHICH IS 6000 FEET EAST OF THE STATION MARK.  IT IS MARKED SIMILAR
 KY3256'TO THE STATION MARK AND IS STAMPED BOA-20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1133 ***********************************************************************
 KY1133  DESIGNATION -  BEA 25
 KY1133  PID         -  KY1133
 KY1133  STATE/COUNTY-  OH/MAHONING
 KY1133  USGS QUAD   -  COLUMBIANA (1994)
 KY1133
 KY1133                         *CURRENT SURVEY CONTROL
 KY1133  ___________________________________________________________________
 KY1133* NAD 83(1986)-  40 58 24.     (N)    080 42 26.     (W)     SCALED    
 KY1133* NAVD 88     -       353.103  (meters)    1158.47   (feet)  ADJUSTED  
 KY1133  ___________________________________________________________________
 KY1133  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KY1133  DYNAMIC HT  -         352.935 (meters)    1157.92  (feet)  COMP
 KY1133  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 KY1133
 KY1133  VERT ORDER  -  SECOND    CLASS 0
 KY1133
 KY1133.The horizontal coordinates were scaled from a topographic map and have
 KY1133.an estimated accuracy of +/- 6 seconds.
 KY1133
 KY1133.The orthometric height was determined by differential leveling
 KY1133.and adjusted by the National Geodetic Survey in June 1991..
 KY1133
 KY1133.The geoid height was determined by GEOID03.
 KY1133
 KY1133.The dynamic height is computed by dividing the NAVD 88
 KY1133.geopotential number by the normal gravity value computed on the
 KY1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1133.degrees latitude (g = 980.6199 gals.).
 KY1133
 KY1133.The modeled gravity was interpolated from observed gravity values.
 KY1133
 KY1133;                    North         East    Units  Estimated Accuracy
 KY1133;SPC OH N     -   146,650.      750,880.      MT  (+/- 180 meters Scaled)
 KY1133
 KY1133                          SUPERSEDED SURVEY CONTROL
 KY1133
 KY1133  NGVD 29 (??/??/92)  353.265  (m)         1159.00   (f) ADJ UNCH    2 0
 KY1133
 KY1133.Superseded values are not recommended for survey control.
 KY1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1133.See file dsdata.txt to determine how the superseded data were derived.
 KY1133
 KY1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF246358(NAD 83)
 KY1133_MARKER: DD = SURVEY DISK
 KY1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1133_STAMPING: BEA 25
 KY1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1133+STABILITY: SURFACE MOTION
 KY1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1133+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 KY1133
 KY1133  HISTORY     - Date     Condition        Report By
 KY1133  HISTORY     - UNK      MONUMENTED       OH-099
 KY1133  HISTORY     - 1950     GOOD             NGS
 KY1133  HISTORY     - 1987     POOR             USPSQD
 KY1133  HISTORY     - 20060916 GOOD             GEOCAC
 KY1133
 KY1133                          STATION DESCRIPTION
 KY1133
 KY1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1133'1.7 MI SE FROM NEW BUFFALO.
 KY1133'ABOUT 0.7 MILE EAST ALONG WESTERN RESERVE ROAD FROM THE CHURCH
 KY1133'AND CEMETERY AT NEW BUFFALO, THENCE 1.0 MILE SOUTH ALONG
 KY1133'COLUMBIANA-NEW BUFFALO ROAD, AT THE INTERSECTION OF THE
 KY1133'CENTERLINE OF NORTH BENTON-CALLA STATE LINE ROAD AND THE
 KY1133'CENTERLINE OF COLUMBIANA-NEW BUFFALO ROAD.  A MAHONING COUNTY
 KY1133'DISK SET IN THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET
 KY1133'IN A CAST IRON WELL AND COVERED WITH A CAST IRON COVER STAMPED
 KY1133'WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE
 KY1133'OF THE HIGHWAY.
 KY1133
 KY1133                          STATION RECOVERY (1987)
 KY1133
 KY1133'RECOVERY NOTE BY US POWER SQUADRON 1987 (JM)
 KY1133'MARK RECOVERED IN POOR CONDITION.
 KY1133
 KY1133                          STATION RECOVERY (2006)
 KY1133
 KY1133'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3255 ***********************************************************************
 KY3255  DESIGNATION -  BEA 27A
 KY3255  PID         -  KY3255
 KY3255  STATE/COUNTY-  OH/MAHONING
 KY3255  USGS QUAD   -  COLUMBIANA (1994)
 KY3255
 KY3255                         *CURRENT SURVEY CONTROL
 KY3255  ___________________________________________________________________
 KY3255* NAD 83(1995)-  40 56 50.98822(N)    080 41 52.02017(W)     ADJUSTED  
 KY3255* NAVD 88     -       345.     (meters)    1132.     (feet)  SCALED    
 KY3255  ___________________________________________________________________
 KY3255  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 KY3255  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY3255
 KY3255  HORZ ORDER  -  THIRD
 KY3255
 KY3255.The horizontal coordinates were established by classical geodetic methods
 KY3255.and adjusted by the National Geodetic Survey in April 1998..
 KY3255
 KY3255.The orthometric height was scaled from a topographic map.
 KY3255
 KY3255.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3255
 KY3255.The geoid height was determined by GEOID03.
 KY3255
 KY3255;                    North         East     Units Scale Factor Converg.
 KY3255;SPC OH N     -   143,798.511   751,730.386   MT  0.99994133   +1 11 02.3
 KY3255;UTM  17      - 4,532,972.693   525,437.056   MT  0.99960796   +0 11 53.0
 KY3255
 KY3255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3255!SPC OH N     -   0.99995124  x   0.99994133  =   0.99989258
 KY3255!UTM  17      -   0.99995124  x   0.99960796  =   0.99955922
 KY3255
 KY3255:                Primary Azimuth Mark                     Grid Az
 KY3255:SPC OH N     -  PARADISE                                 343 54 57.0
 KY3255:UTM  17      -  PARADISE                                 344 54 06.3
 KY3255
 KY3255|---------------------------------------------------------------------|
 KY3255| PID    Reference Object                     Distance      Geod. Az  |
 KY3255|                                                           dddmmss.s |
 KY3255| KY1135 PARADISE                            APPROX. 2.8 KM 3450559.3 |
 KY3255|---------------------------------------------------------------------|
 KY3255
 KY3255                          SUPERSEDED SURVEY CONTROL
 KY3255
 KY3255  NAD 83(1986)-  40 56 50.99340(N)    080 41 52.02466(W) AD(       ) 3
 KY3255  NAD 27      -  40 56 50.77700(N)    080 41 52.75500(W) AD(       ) 3
 KY3255
 KY3255.Superseded values are not recommended for survey control.
 KY3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3255.See file dsdata.txt to determine how the superseded data were derived.
 KY3255
 KY3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2543732973(NAD 83)
 KY3255_MARKER: DD = SURVEY DISK
 KY3255_SETTING: 0 = UNSPECIFIED SETTING
 KY3255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3255
 KY3255  HISTORY     - Date     Condition        Report By
 KY3255  HISTORY     - 1950     MONUMENTED       OH-099
 KY3255  HISTORY     - 19981215 GOOD             USPSQD
 KY3255  HISTORY     - 20060711 MARK NOT FOUND   GEOCAC
 KY3255
 KY3255                          STATION DESCRIPTION
 KY3255
 KY3255'DESCRIBED BY MAHONING COUNTY OHIO 1950
 KY3255'THE STATION IS LOCATED ABOUT 2 MILES WEST OF THE VILLAGE OF NORTH
 KY3255'LIMA AND ABOUT 7 MILES SOUTHEAST OF THE VILLAGE OF CANFIELD, IT IS
 KY3255'LOCATED ON THE CENTERLINE OF THE COLUMBIANA-NEW
 KY3255'BUFFALO ROAD 1200 FEET NORTH OF THE INTERSECTION OF SAID
 KY3255'COLUMBIANA-NEW BUFFALO ROAD AND STATE HIGHWAY NO. 165.
 KY3255'
 KY3255'STATION MARK IS A STANDARD MAHONING COUNTY ALUMINUM DISK, SET IN
 KY3255'THE TOP OF A PRECAST CONCRETE MONUMENT, WHICH IS SET IN A CAST
 KY3255'IRON WELL, AND COVERED WITH A CAST IRON COVER STAMPED WITH A
 KY3255'LARGE M.
 KY3255'
 KY3255'STATION MARK IS ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND
 KY3255'IS STAMPED BEA 27A.
 KY3255'
 KY3255'BEA 28A WAS USED AS AN AZIMUTH AND IS LOCATED ON THE CENTERLINE OF
 KY3255'THE COLUMBIANA-NEW BUFFALO ROAD SOUTH AND ACROSS THE INTERSECTION
 KY3255'OF STATE HIGHWAY NO. 165 4000 FEET FROM THE STATION MARK.
 KY3255'IT IS MARKED SIMILAR TO THE STATION MARK AND IS STAMPED BEA 28A.
 KY3255
 KY3255                          STATION RECOVERY (1998)
 KY3255
 KY3255'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY3255'RECOVERED IN GOOD CONDITION.
 KY3255
 KY3255                          STATION RECOVERY (2006)
 KY3255
 KY3255'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY3255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1142 ***********************************************************************
 KY1142  DESIGNATION -  BEA 50
 KY1142  PID         -  KY1142
 KY1142  STATE/COUNTY-  OH/MAHONING
 KY1142  USGS QUAD   -  COLUMBIANA (1994)
 KY1142
 KY1142                         *CURRENT SURVEY CONTROL
 KY1142  ___________________________________________________________________
 KY1142* NAD 83(1986)-  40 59 16.     (N)    080 40 09.     (W)     SCALED    
 KY1142* NAVD 88     -       319.764  (meters)    1049.09   (feet)  ADJUSTED  
 KY1142  ___________________________________________________________________
 KY1142  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY1142  DYNAMIC HT  -         319.612 (meters)    1048.59  (feet)  COMP
 KY1142  MODELED GRAV-     980,140.0   (mgal)                       NAVD 88
 KY1142
 KY1142  VERT ORDER  -  SECOND    CLASS 0
 KY1142
 KY1142.The horizontal coordinates were scaled from a topographic map and have
 KY1142.an estimated accuracy of +/- 6 seconds.
 KY1142
 KY1142.The orthometric height was determined by differential leveling
 KY1142.and adjusted by the National Geodetic Survey in June 1991..
 KY1142
 KY1142.The geoid height was determined by GEOID03.
 KY1142
 KY1142.The dynamic height is computed by dividing the NAVD 88
 KY1142.geopotential number by the normal gravity value computed on the
 KY1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1142.degrees latitude (g = 980.6199 gals.).
 KY1142
 KY1142.The modeled gravity was interpolated from observed gravity values.
 KY1142
 KY1142;                    North         East    Units  Estimated Accuracy
 KY1142;SPC OH N     -   148,320.      754,050.      MT  (+/- 180 meters Scaled)
 KY1142
 KY1142                          SUPERSEDED SURVEY CONTROL
 KY1142
 KY1142  NGVD 29 (??/??/92)  319.925  (m)         1049.62   (f) ADJ UNCH    2 0
 KY1142
 KY1142.Superseded values are not recommended for survey control.
 KY1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1142.See file dsdata.txt to determine how the superseded data were derived.
 KY1142
 KY1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF278374(NAD 83)
 KY1142_MARKER: DD = SURVEY DISK
 KY1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1142_STAMPING: BEA 50
 KY1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1142+STABILITY: SURFACE MOTION
 KY1142
 KY1142  HISTORY     - Date     Condition        Report By
 KY1142  HISTORY     - UNK      MONUMENTED       OH-099
 KY1142  HISTORY     - 1950     GOOD             NGS
 KY1142
 KY1142                          STATION DESCRIPTION
 KY1142
 KY1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1142'0.3 MI W FROM WOODSWORTH.
 KY1142'ABOUT 0.3 MILE WEST ALONG WESTERN RESERVE ROAD FROM ITS
 KY1142'INTERSECTION WITH STATE HIGHWAYS 7 AND 626 AT WOODSWORTH, AT
 KY1142'THE JUNCTION OF THE CENTERLINE OF WESTERN RESERVE ROAD AND THE
 KY1142'CENTERLINE OF SHARROTT ROAD.  A MAHONING COUNTY DISK SET IN THE
 KY1142'TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST IRON
 KY1142'WELL AND COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE
 KY1142'M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3254 ***********************************************************************
 KY3254  DESIGNATION -  BEA 65A
 KY3254  PID         -  KY3254
 KY3254  STATE/COUNTY-  OH/MAHONING
 KY3254  USGS QUAD   -  COLUMBIANA (1994)
 KY3254
 KY3254                         *CURRENT SURVEY CONTROL
 KY3254  ___________________________________________________________________
 KY3254* NAD 83(1995)-  40 57 00.46371(N)    080 38 36.26250(W)     ADJUSTED  
 KY3254* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 KY3254  ___________________________________________________________________
 KY3254  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 KY3254  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY3254
 KY3254  HORZ ORDER  -  THIRD
 KY3254
 KY3254.The horizontal coordinates were established by classical geodetic methods
 KY3254.and adjusted by the National Geodetic Survey in April 1998..
 KY3254
 KY3254.The orthometric height was scaled from a topographic map.
 KY3254
 KY3254.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3254
 KY3254.The geoid height was determined by GEOID03.
 KY3254
 KY3254;                    North         East     Units Scale Factor Converg.
 KY3254;SPC OH N     -   144,186.757   756,301.547   MT  0.99994124   +1 13 10.9
 KY3254;SPC PA S     -   183,516.540   356,423.539   MT  0.99999744   -1 52 38.0
 KY3254;SPC PA S     -   602,087.18  1,169,366.23   sFT  0.99999744   -1 52 38.0
 KY3254;UTM  17      - 4,533,282.123   530,012.702   MT  0.99961109   +0 14 01.4
 KY3254
 KY3254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3254!SPC OH N     -   0.99994921  x   0.99994124  =   0.99989046
 KY3254!SPC PA S     -   0.99994921  x   0.99999744  =   0.99994665
 KY3254!UTM  17      -   0.99994921  x   0.99961109  =   0.99956032
 KY3254
 KY3254:                Primary Azimuth Mark                     Grid Az
 KY3254:SPC OH N     -  ESTERLY                                  110 50 45.0
 KY3254:SPC PA S     -  ESTERLY                                  113 56 33.9
 KY3254:UTM  17      -  ESTERLY                                  111 49 54.5
 KY3254
 KY3254|---------------------------------------------------------------------|
 KY3254| PID    Reference Object                     Distance      Geod. Az  |
 KY3254|                                                           dddmmss.s |
 KY3254| KY3239 ESTERLY                             APPROX. 2.5 KM 1120355.9 |
 KY3254|---------------------------------------------------------------------|
 KY3254
 KY3254                          SUPERSEDED SURVEY CONTROL
 KY3254
 KY3254  NAD 83(1986)-  40 57 00.46876(N)    080 38 36.26758(W) AD(       ) 3
 KY3254  NAD 27      -  40 57 00.25000(N)    080 38 37.00000(W) AD(       ) 3
 KY3254
 KY3254.Superseded values are not recommended for survey control.
 KY3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3254.See file dsdata.txt to determine how the superseded data were derived.
 KY3254
 KY3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3001333282(NAD 83)
 KY3254_MARKER: DD = SURVEY DISK
 KY3254_SETTING: 0 = UNSPECIFIED SETTING
 KY3254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3254
 KY3254  HISTORY     - Date     Condition        Report By
 KY3254  HISTORY     - 1950     MONUMENTED       OH-099
 KY3254  HISTORY     - 19960901 MARK NOT FOUND   USPSQD
 KY3254  HISTORY     - 19981215 GOOD             USPSQD
 KY3254  HISTORY     - 20060427 MARK NOT FOUND   GEOCAC
 KY3254
 KY3254                          STATION DESCRIPTION
 KY3254
 KY3254'DESCRIBED BY MAHONING COUNTY OHIO 1950
 KY3254'STATION IS LOCATED IN BEAVER TOWNSHIP ABOUT SIX TENTHS (0.6) OF A
 KY3254'MILE EAST OF THE VILLAGE OF NORTH LIMA, AND ABOUT THREE AND
 KY3254'ONE-HALF (3 1/2) MILES NORTHWEST OF THE VILLAGE OF NEW
 KY3254'SPRINGFIELD, AND ABOUT FIVE (5) MILES WEST-SOUTHWEST OF THE
 KY3254'VILLAGE OF NEW MIDDLETOWN.  IT IS LOCATED ON THE CENTERLINE OF
 KY3254'THE MILEY ROAD, FOUR HUNDRED AND FIFTY (450) FEET WEST OF THE
 KY3254'INTERSECTION OF SAID MILEY ROAD AND STATE ROUTE NO. 626.
 KY3254'
 KY3254'STATION MARK IS A STANDARD MAHONING COUNTY ALUMINUM DISK, SET IN
 KY3254'THE TOP OF A PRECAST CONCRETE MONUMENT, WHICH IS SET IN A CAST
 KY3254'IRON WELL, AND COVERED WITH A CAST IRON COVER
 KY3254'STAMPED WITH A LARGE M.
 KY3254'
 KY3254'STATION MARK IS ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND
 KY3254'IS STAMPED BEA - 65A.
 KY3254'
 KY3254'BEA - 65B WAS USED AS AN AZIMUTH AND IS LOCATED ON THE CENTERLINE
 KY3254'OF MILEY ROAD ABOUT 1300 FEET WEST OF STATION MARK.  IT IS MARKED
 KY3254'SIMILAR TO THE STATION MARK, AND IS STAMPED BEA -
 KY3254'65B.
 KY3254
 KY3254                          STATION RECOVERY (1996)
 KY3254
 KY3254'RECOVERY NOTE BY US POWER SQUADRON 1996
 KY3254'MARK NOT FOUND.
 KY3254
 KY3254                          STATION RECOVERY (1998)
 KY3254
 KY3254'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY3254'RECOVERED IN GOOD CONDITION.
 KY3254
 KY3254                          STATION RECOVERY (2006)
 KY3254
 KY3254'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY3254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3519 ***********************************************************************
 KY3519  DESIGNATION -  BEACH
 KY3519  PID         -  KY3519
 KY3519  STATE/COUNTY-  OH/STARK
 KY3519  USGS QUAD   -  NAVARRE (1994)
 KY3519
 KY3519                         *CURRENT SURVEY CONTROL
 KY3519  ___________________________________________________________________
 KY3519* NAD 83(1995)-  40 38 46.87166(N)    081 33 36.79560(W)     ADJUSTED  
 KY3519* NAVD 88     -       300.0    (meters)     984.     (feet)  VERTCON   
 KY3519  ___________________________________________________________________
 KY3519  X           -     711,315.093 (meters)                     COMP
 KY3519  Y           -  -4,793,983.050 (meters)                     COMP
 KY3519  Z           -   4,132,878.255 (meters)                     COMP
 KY3519  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 KY3519  ELLIP HEIGHT-         266.85  (meters)          (10/07/05) GPS OBS
 KY3519  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY3519
 KY3519  HORZ ORDER  -  FIRST
 KY3519  ELLP ORDER  -  FOURTH    CLASS I
 KY3519
 KY3519.This mark is at Beach City Airport (2D7)
 KY3519
 KY3519.The horizontal coordinates were established by GPS observations
 KY3519.and adjusted by the National Geodetic Survey in April 1998..
 KY3519
 KY3519.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3519
 KY3519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3519
 KY3519.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3519
 KY3519.The ellipsoidal height was determined by GPS observations
 KY3519.and is referenced to NAD 83.
 KY3519
 KY3519.The geoid height was determined by GEOID03.
 KY3519
 KY3519;                    North         East     Units Scale Factor Converg.
 KY3519;SPC OH N     -   109,218.663   679,485.344   MT  0.99996602   +0 37 02.6
 KY3519;UTM  17      - 4,499,650.967   452,633.512   MT  0.99962762   -0 21 53.7
 KY3519
 KY3519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3519!SPC OH N     -   0.99995814  x   0.99996602  =   0.99992416
 KY3519!UTM  17      -   0.99995814  x   0.99962762  =   0.99958578
 KY3519
 KY3519                          SUPERSEDED SURVEY CONTROL
 KY3519
 KY3519  ELLIP H (04/01/98)  266.89   (m)                       GP(       ) 4 1
 KY3519  NAD 83(1986)-  40 38 46.87798(N)    081 33 36.80126(W) AD(       ) 1
 KY3519  NAD 83(1986)-  40 38 46.87217(N)    081 33 36.79788(W) AD(       ) 3
 KY3519  NAD 27      -  40 38 46.64817(N)    081 33 37.32980(W) AD(       ) 3
 KY3519  NGVD 29 (07/25/95)  300.2    (m)          985.     (f) GPS OBS        
 KY3519
 KY3519.Superseded values are not recommended for survey control.
 KY3519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3519.See file dsdata.txt to determine how the superseded data were derived.
 KY3519
 KY3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME5263499651(NAD 83)
 KY3519_MARKER: DH = HORIZONTAL CONTROL DISK
 KY3519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3519_SP_SET: CONCRETE POST
 KY3519_STAMPING: BEACH 1986
 KY3519_MARK LOGO: NGS   
 KY3519_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3519+STABILITY: SURFACE MOTION
 KY3519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3519+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1994
 KY3519
 KY3519  HISTORY     - Date     Condition        Report By
 KY3519  HISTORY     - 1986     MONUMENTED       NGS
 KY3519  HISTORY     - 19871013 GOOD
 KY3519  HISTORY     - 19921211 GOOD             OHDT
 KY3519  HISTORY     - 19940710 GOOD             HOBBS
 KY3519
 KY3519                          STATION DESCRIPTION
 KY3519
 KY3519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KY3519'THE STATION IS LOCATED 1.6 KM (1.0 MILE) EAST ALONG STATE ROUTE 212
 KY3519'FROM BEACH CITY AT THE WEST END OF THE TURF RUNWAY AT THE BEACH CITY
 KY3519'AIRPORT.  AIRPORT MANAGER BILL CRONE, PHONE 216 756 2829
 KY3519'THE STATION IS A STANDARD NGS DISK STAMPED ---BEACH 1986--- SET IN A
 KY3519'25 CM (10 INCHES) DIAMETER CONCRETE POST PROJECTING 2 CM (1 INCH).
 KY3519'IT IS AT THE SOUTHWEST CORNER OF THE RUNWAY, 72.8 METERS (239 FEET)
 KY3519'NORTH OF STATE ROUTE 212, 64.3 METERS (211 FEET) NORTH OF POWER POLE N
 KY3519'NUMBER 2310-10, 1.1 METERS (3.5 FEET) WEST NORTHWEST OF RUNWAY
 KY3519'LIGHT AND 0.3 METERS (1.0 FEET) EAST OF A FIBERGLASS WITNESS POST.
 KY3519'AN UNDERGROUND MARK IS RECESS 1.06 METERS (42 METERS).
 KY3519'TYPED BY JAMES MALONEY 9/03/87.
 KY3519
 KY3519                          STATION RECOVERY (1987)
 KY3519
 KY3519'RECOVERED 1987
 KY3519'RECOVERED IN GOOD CONDITION.
 KY3519
 KY3519                          STATION RECOVERY (1992)
 KY3519
 KY3519'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992 (JF)
 KY3519'--------REPORT BY ODOT--------YEAR 1992--------CONDITION - GOOD----
 KY3519
 KY3519                          STATION RECOVERY (1994)
 KY3519
 KY3519'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1994 (GBC)
 KY3519'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3522 ***********************************************************************
 KY3522  DESIGNATION -  BEACH AZ MK
 KY3522  PID         -  KY3522
 KY3522  STATE/COUNTY-  OH/STARK
 KY3522  USGS QUAD   -  NAVARRE (1994)
 KY3522
 KY3522                         *CURRENT SURVEY CONTROL
 KY3522  ___________________________________________________________________
 KY3522* NAD 83(1995)-  40 38 45.85371(N)    081 33 14.87742(W)     ADJUSTED  
 KY3522* NAVD 88     -       297.0    (meters)     974.     (feet)  GPS OBS   
 KY3522  ___________________________________________________________________
 KY3522  X           -     711,827.175 (meters)                     COMP
 KY3522  Y           -  -4,793,925.395 (meters)                     COMP
 KY3522  Z           -   4,132,852.455 (meters)                     COMP
 KY3522  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 KY3522  ELLIP HEIGHT-         263.82  (meters)          (03/08/05) GPS OBS
 KY3522  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KY3522
 KY3522  HORZ ORDER  -  THIRD
 KY3522  ELLP ORDER  -  FOURTH    CLASS II
 KY3522
 KY3522.This mark is at Beach City Airport (2D7)
 KY3522
 KY3522.The horizontal coordinates were established by GPS observations
 KY3522.and adjusted by the National Geodetic Survey in August 1996..
 KY3522
 KY3522.The orthometric height was determined by GPS observations and a
 KY3522.high-resolution geoid model.
 KY3522
 KY3522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3522
 KY3522.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3522
 KY3522.The ellipsoidal height was determined by GPS observations
 KY3522.and is referenced to NAD 83.
 KY3522
 KY3522.The geoid height was determined by GEOID03.
 KY3522
 KY3522;                    North         East     Units Scale Factor Converg.
 KY3522;SPC OH N     -   109,192.833   680,000.613   MT  0.99996605   +0 37 17.0
 KY3522;UTM  17      - 4,499,616.318   453,148.088   MT  0.99962702   -0 21 39.5
 KY3522
 KY3522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3522!SPC OH N     -   0.99995862  x   0.99996605  =   0.99992467
 KY3522!UTM  17      -   0.99995862  x   0.99962702  =   0.99958565
 KY3522
 KY3522                          SUPERSEDED SURVEY CONTROL
 KY3522
 KY3522  ELLIP H (08/20/96)  263.84   (m)                       GP(       ) 4 2
 KY3522  NAD 83(1986)-  40 38 45.85460(N)    081 33 14.88222(W) AD(       ) 3
 KY3522  NAD 27      -  40 38 45.63015(N)    081 33 15.41627(W) AD(       ) 3
 KY3522  NGVD 29 (02/23/89)  297.4    (m)          976.     (f) GPS OBS        
 KY3522
 KY3522.Superseded values are not recommended for survey control.
 KY3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3522.See file dsdata.txt to determine how the superseded data were derived.
 KY3522
 KY3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME5314899616(NAD 83)
 KY3522_MARKER: DZ = AZIMUTH MARK DISK
 KY3522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3522_SP_SET: CONCRETE POST
 KY3522_STAMPING: BEACH 1986
 KY3522_MARK LOGO: NGS   
 KY3522_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3522+STABILITY: SURFACE MOTION
 KY3522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3522+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1995
 KY3522
 KY3522  HISTORY     - Date     Condition        Report By
 KY3522  HISTORY     - 1986     MONUMENTED       NGS
 KY3522  HISTORY     - 19871013 GOOD
 KY3522  HISTORY     - 19921205 GOOD             OHDT
 KY3522  HISTORY     - 19950927 GOOD             NGS
 KY3522
 KY3522                          STATION DESCRIPTION
 KY3522
 KY3522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KY3522'THE STATION IS LOCATED 1.6 KM (1.0 MILE) EAST ALONG STATE ROUTE 212
 KY3522'FROM BEACH CITY NEAR THE OFFICE AT THE BEACH CITY AIRPORT. AIRPORT
 KY3522'MANAGER - BILL CRONE, PHONE 216 756 2829.
 KY3522'THE MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED ---BEACH 1986---
 KY3522'SET IN A 25 CM (10 INCH) DIAMETER CONCRETE POST PROJECTION 2 CM (1
 KY3522'INCH).  THE UNDERGROUND MARK IS RECESSED 1.06 METERS (42 INCHES).
 KY3522'IT IS LOCATED 87.2 METERS (286 FEET) NORTH NORTHEAST OF THE BEACH
 KY3522'CITY AIRPORT SIGN AT THE JUNCTION OF ROUTE 212 AND THE AIRPORT
 KY3522'ENTRANCE DRIVE, 27.4 METERS (90 FEET) EAST NORTHEAST OF THE NORTH-
 KY3522'EAST CORNER OF THE OFFICE BUILDING, 27.4 METERS (90 FEET) NORTHWEST
 KY3522'OF THE SOUTHWEST CORNER OF A HANGER, 23.5 METERS (77 FEET) WEST-
 KY3522'NORTHWEST OF THE NORTHWEST CORNER OF THE HANGER AND 11.0 METERS
 KY3522'(36 FEET) SOUTH OF THE SOUTH LINE OF RUNWAY LIGHTS.
 KY3522'TYPED BY JAMES MALONEY 9/03/87.
 KY3522
 KY3522                          STATION RECOVERY (1987)
 KY3522
 KY3522'RECOVERED 1987
 KY3522'RECOVERED IN GOOD CONDITION.
 KY3522
 KY3522                          STATION RECOVERY (1992)
 KY3522
 KY3522'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992 (JF)
 KY3522'-------REPORT BY ODOT-------YEAR 1992-------CONDITION - GOOD------
 KY3522
 KY3522                          STATION RECOVERY (1995)
 KY3522
 KY3522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3522'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 16 KM
 KY3522'(9.95 MI) SOUTHWEST OF CANTON, 13 KM (8.05 MI) NORTHWEST OF NEW
 KY3522'PHILADELPHIA, 1.5 KM (0.95 MI) EAST OF BEACH CITY AT THE BEACH CITY
 KY3522'AIRPORT, IN GRASS JUST EAST OF THE OFFICE AND NORTH OF THE FUEL PUMP.
 KY3522'OWNERSHIP--BEACH CITY.  AIRPORT MANAGER IS BILL CRONE, 10335 DOLPHIN,
 KY3522'BEACH CITY, OHIO, 44608.  PHONE 330-756-2829.  TO REACH FORM THE
 KY3522'JUNCTION OF US HIGHWAY 250 AND STATE HIGHWAY 21, GO NORTHWEST ON
 KY3522'HIGHWAY 21 FOR 2.42 KM (1.50 MI) TO THE JUNCTION OF STATE HIGHWAY 212.
 KY3522'TURN LEFT, WEST-SOUTHWEST ON HIGHWAY 212 FOR 0.56 KM (0.35 MI) TO THE
 KY3522'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTH, ON THE ROAD FOR
 KY3522'0.08 KM (0.05 MI) TO THE AIRPORT OFFICE AND THE STATION ON THE RIGHT.
 KY3522'THE STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST
 KY3522'PROJECTING 2 CM.  IT IS 87.2 M (286.1 FT) NORTH-NORTHEAST OF THE BEACH
 KY3522'CITY AIRPORT SIGN, 27.4 M (89.9 FT) NORTHEAST OF THE NORTHEAST CORNER
 KY3522'OF THE OFFICE BUILDING, 27.4 M (89.9 FT) NORTHWEST OF THE SOUTHWEST
 KY3522'CORNER OF A HANGAR, 23.5 M (77.1 FT) WEST-NORTHWEST OF THE NORTHWEST
 KY3522'CORNER OF THE HANGAR, AND 11.O M SOUTH OF THE SOUTH LINE OF RUNWAY
 KY3522'LIGHTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7170 ***********************************************************************
 DG7170  CBN         -  This is a Cooperative Base Network Control Station.
 DG7170  DESIGNATION -  BEACHLER
 DG7170  PID         -  DG7170
 DG7170  STATE/COUNTY-  OH/MONTGOMERY
 DG7170  USGS QUAD   -  SPRINGBORO (1965)
 DG7170
 DG7170                         *CURRENT SURVEY CONTROL
 DG7170  ___________________________________________________________________
 DG7170* NAD 83(1995)-  39 35 43.71244(N)    084 14 51.95730(W)     ADJUSTED  
 DG7170* NAVD 88     -       281.0    (meters)     922.     (feet)  GPS OBS   
 DG7170  ___________________________________________________________________
 DG7170  X           -     493,281.245 (meters)                     COMP
 DG7170  Y           -  -4,896,864.919 (meters)                     COMP
 DG7170  Z           -   4,043,635.195 (meters)                     COMP
 DG7170  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 DG7170  ELLIP HEIGHT-         247.68  (meters)          (09/23/04) GPS OBS
 DG7170  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DG7170
 DG7170  HORZ ORDER  -  A
 DG7170  ELLP ORDER  -  FOURTH    CLASS I
 DG7170
 DG7170.The horizontal coordinates were established by GPS observations
 DG7170.and adjusted by the National Geodetic Survey in September 2004..
 DG7170
 DG7170.The orthometric height was determined by GPS observations and a
 DG7170.high-resolution geoid model.
 DG7170
 DG7170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7170
 DG7170.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7170
 DG7170.The ellipsoidal height was determined by GPS observations
 DG7170.and is referenced to NAD 83.
 DG7170
 DG7170.The geoid height was determined by GEOID03.
 DG7170
 DG7170;                    North         East     Units Scale Factor Converg.
 DG7170;SPC OH S     -   178,572.644   449,892.543   MT  0.99994268   -1 06 32.4
 DG7170;UTM  16      - 4,386,479.792   736,327.523   MT  1.00028768   +1 45 17.9
 DG7170
 DG7170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7170!SPC OH S     -   0.99996114  x   0.99994268  =   0.99990383
 DG7170!UTM  16      -   0.99996114  x   1.00028768  =   1.00024881
 DG7170
 DG7170                          SUPERSEDED SURVEY CONTROL
 DG7170
 DG7170.No superseded survey control is available for this station.
 DG7170
 DG7170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3632886480(NAD 83)
 DG7170_MARKER: F = FLANGE-ENCASED ROD
 DG7170_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG7170+WITH SETTING: INFORMATION.
 DG7170_STAMPING: BEACHLER
 DG7170_MARK LOGO: OH-113
 DG7170_PROJECTION: FLUSH
 DG7170_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7170+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7170_ROD/PIPE-DEPTH:  2.1 meters
 DG7170_SLEEVE-DEPTH  :  0.9 meters
 DG7170
 DG7170  HISTORY     - Date     Condition        Report By
 DG7170  HISTORY     - 2003     MONUMENTED       OH-113
 DG7170
 DG7170                          STATION DESCRIPTION
 DG7170
 DG7170'DESCRIBED BY MONTGOMERY COUNTY OHIO 2003 (JRS)
 DG7170'DESCRIBED BY MONTGOMERY COUNTY ENGINEER (JRS)
 DG7170' 
 DG7170'THE STATION IS LOCATED ABOUT 10 MI SOUTH OF DAYTON, 3.5 MI SOUTHEAST
 DG7170'OF MIAMISBURG, 0.5 MI  WEST OF INTERSTATE HIGHWAY 75 AND ON PUBLIC
 DG7170'ROAD RIGHT-OF-WAY.
 DG7170' 
 DG7170'TO REACH FROM THE JUNCTION OF STATE ROUTES 725 AND 741 EAST OF
 DG7170'MIAMISBURG, GO WEST ON  STATE ROUTE 725 FOR 2.0 MILES (3.2 KM) TO
 DG7170'HEINCKE  ROAD.  TURN LEFT AND GO SOUTH ALONG  HEINCKE ROAD FOR 1.2
 DG7170'MILES (1.9 KM) TO MIAMISBURG SPRINGBORO ROAD.  TURN LEFT AND GO
 DG7170'SOUTHEAST ALONG MIAMISBURG SPRINGBORO ROAD FOR 2.1 MILES (3.4 KM) TO
 DG7170'WOOD RD.  TURN  RIGHT AND GO SOUTH ALONG WOOD ROAD 0.10 MILES (0.16
 DG7170'KM) TO STATION ON RIGHT AT THE WEST  EDGE OF THE ROAD SET ON SLOPE OF
 DG7170'BANK.
 DG7170' 
 DG7170'STATION IS 541 FT (165 M) SOUTH OF THE CENTERLINE OF MIAMISBURG
 DG7170'SPRINGBORO RD, 620 FT (189  M) NORTH OF THE CENTERLINE OF CRAINS RUN
 DG7170'RD, 11.25 FT (3.43 M) WEST OF THE WEST BACK OF  CURB, 85.75 FT (26.13
 DG7170'M) SOUTHWEST OF FIRE HYDRANT ON THE WEST SIDE OF ROAD, AND 53.44 FT
 DG7170'(16.29 M) SOUTHWEST OF POWER POLE ON THE EAST SIDE OF WOOD ROAD.
 DG7170' 
 DG7170'STATION IS AN ALUMINUM ROD DRIVEN TO REFUSAL AT 7.00 FT (2.13 M)
 DG7170'INSIDE A 6 INCH PLASTIC  PIPE WITH GREASE SLEEVE.  AN ALUMINUM ACCESS
 DG7170'CAP SURROUNDED BY A 14 INCH SQUARE  CONCRETE COLLAR WITH AN ALUMINUM
 DG7170'FACE PLATE INSCRIBED ---STATION BEACHLER  MONTGOMERY COUNTY ENGINEER
 DG7170'2003---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3282 ***********************************************************************
 JZ3282  DESIGNATION -  BEACON 7R JUNC HWY 320 US 40
 JZ3282  PID         -  JZ3282
 JZ3282  STATE/COUNTY-  OH/PREBLE
 JZ3282  USGS QUAD   -  NEW PARIS (1981)
 JZ3282
 JZ3282                         *CURRENT SURVEY CONTROL
 JZ3282  ___________________________________________________________________
 JZ3282* NAD 83(1995)-  39 50 08.52508(N)    084 47 38.87244(W)     ADJUSTED  
 JZ3282* NAVD 88     -                                                        
 JZ3282  ___________________________________________________________________
 JZ3282  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 JZ3282  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ3282
 JZ3282  HORZ ORDER  -  THIRD
 JZ3282
 JZ3282.The horizontal coordinates were established by classical geodetic methods
 JZ3282.and adjusted by the National Geodetic Survey in May 1999..
 JZ3282
 JZ3282
 JZ3282.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3282
 JZ3282.The geoid height was determined by GEOID03.
 JZ3282
 JZ3282;                    North         East     Units Scale Factor Converg.
 JZ3282;SPC OH S     -   206,285.051   403,654.203   MT  0.99996688   -1 27 20.4
 JZ3282;SPC IN E     -   509,639.975   174,685.468   MT  1.00003531   +0 33 32.3
 JZ3282;SPC IN E     - 1,672,043.82    573,113.91   sFT  1.00003531   +0 33 32.3
 JZ3282;UTM  16      - 4,411,850.106   688,751.254   MT  1.00003863   +1 24 48.5
 JZ3282
 JZ3282                          SUPERSEDED SURVEY CONTROL
 JZ3282
 JZ3282  NAD 83(1995)-  39 50 08.52549(N)    084 47 38.87161(W) AD(       ) 4
 JZ3282  NAD 83(1986)-  39 50 08.53159(N)    084 47 38.88231(W) AD(       ) 4
 JZ3282  NAD 27      -  39 50 08.35500(N)    084 47 39.02600(W) AD(       ) 3
 JZ3282
 JZ3282.Superseded values are not recommended for survey control.
 JZ3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3282.See file dsdata.txt to determine how the superseded data were derived.
 JZ3282
 JZ3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK8875111850(NAD 83)
 JZ3282_MARKER: 21 = AIRPORT BEACON
 JZ3282
 JZ3282  HISTORY     - Date     Condition        Report By
 JZ3282  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3282
 JZ3282                          STATION DESCRIPTION
 JZ3282
 JZ3282'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3051 ***********************************************************************
 JZ3051  DESIGNATION -  BEACON 9R
 JZ3051  PID         -  JZ3051
 JZ3051  STATE/COUNTY-  OH/MONTGOMERY
 JZ3051  USGS QUAD   -  BROOKVILLE (1987)
 JZ3051
 JZ3051                         *CURRENT SURVEY CONTROL
 JZ3051  ___________________________________________________________________
 JZ3051* NAD 83(1995)-  39 52 00.55730(N)    084 25 18.23248(W)     ADJUSTED  
 JZ3051* NAVD 88     -                                                        
 JZ3051  ___________________________________________________________________
 JZ3051  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 JZ3051  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JZ3051
 JZ3051  HORZ ORDER  -  THIRD
 JZ3051
 JZ3051.The horizontal coordinates were established by classical geodetic methods
 JZ3051.and adjusted by the National Geodetic Survey in May 1999..
 JZ3051
 JZ3051
 JZ3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3051
 JZ3051.The geoid height was determined by GEOID03.
 JZ3051
 JZ3051;                    North         East     Units Scale Factor Converg.
 JZ3051;SPC OH S     -   208,995.433   435,594.724   MT  0.99997130   -1 13 09.8
 JZ3051;UTM  16      - 4,416,157.487   720,520.622   MT  1.00019872   +1 39 12.1
 JZ3051
 JZ3051                          SUPERSEDED SURVEY CONTROL
 JZ3051
 JZ3051  NAD 83(1995)-  39 52 00.55752(N)    084 25 18.23031(W) AD(       ) 4
 JZ3051  NAD 83(1986)-  39 52 00.56203(N)    084 25 18.24821(W) AD(       ) 4
 JZ3051  NAD 27      -  39 52 00.37600(N)    084 25 18.44300(W) AD(       ) 3
 JZ3051
 JZ3051.Superseded values are not recommended for survey control.
 JZ3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3051.See file dsdata.txt to determine how the superseded data were derived.
 JZ3051
 JZ3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2052116157(NAD 83)
 JZ3051
 JZ3051  HISTORY     - Date     Condition        Report By
 JZ3051  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3051  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 JZ3051
 JZ3051                          STATION DESCRIPTION
 JZ3051
 JZ3051'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 JZ3051'REPORTED MOVED, CAA.
 JZ3051
 JZ3051                          STATION RECOVERY (1996)
 JZ3051
 JZ3051'RECOVERY NOTE BY US POWER SQUADRON 1996
 JZ3051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2060 ***********************************************************************
 JX2060  DESIGNATION -  BEALLS
 JX2060  PID         -  JX2060
 JX2060  STATE/COUNTY-  OH/MONROE
 JX2060  USGS QUAD   -  CAMERON (1994)
 JX2060
 JX2060                         *CURRENT SURVEY CONTROL
 JX2060  ___________________________________________________________________
 JX2060* NAD 83(1995)-  39 50 49.89306(N)    080 58 49.73466(W)     ADJUSTED  
 JX2060* NAVD 88     -       432.     (meters)    1417.     (feet)  SCALED    
 JX2060  ___________________________________________________________________
 JX2060  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 JX2060  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX2060
 JX2060  HORZ ORDER  -  SECOND
 JX2060
 JX2060.The horizontal coordinates were established by classical geodetic methods
 JX2060.and adjusted by the National Geodetic Survey in April 1998..
 JX2060
 JX2060.The orthometric height was scaled from a topographic map.
 JX2060
 JX2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2060
 JX2060.The geoid height was determined by GEOID03.
 JX2060
 JX2060;                    North         East     Units Scale Factor Converg.
 JX2060;SPC OH S     -   206,160.684   730,036.052   MT  0.99996848   +0 57 51.0
 JX2060;UTM  17      - 4,410,797.489   501,669.771   MT  0.99960003   +0 00 45.0
 JX2060
 JX2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2060!SPC OH S     -   0.99993755  x   0.99996848  =   0.99990603
 JX2060!UTM  17      -   0.99993755  x   0.99960003  =   0.99953760
 JX2060
 JX2060|---------------------------------------------------------------------|
 JX2060| PID    Reference Object                     Distance      Geod. Az  |
 JX2060|                                                           dddmmss.s |
 JX2060| CX3205 BEALLS RM 1                           7.234 METERS 04830     |
 JX2060| JX2048 SWITZER                             APPROX. 9.8 KM 0920143.7 |
 JX2060| JX2057 SWITZER RADIO STA KQC 369 MAST      APPROX. 9.1 KM 0971703.7 |
 JX2060| JX2061 CLARINGTON RADIO KHQ 38 TOWER       APPROX.10.1 KM 1290718.6 |
 JX2060| JX2059 STBNVL 1415                           3.836 METERS 15533     |
 JX2060| JX2073 LEWISVILLE USAF RADAR P43E          APPROX.23.5 KM 2443701.1 |
 JX2060| JX2075 MILTONSBURG ST JOHNS CATH CH        APPROX.16.7 KM 2662410.0 |
 JX2060|---------------------------------------------------------------------|
 JX2060
 JX2060                          SUPERSEDED SURVEY CONTROL
 JX2060
 JX2060  NAD 83(1986)-  39 50 49.90157(N)    080 58 49.74217(W) AD(       ) 2
 JX2060  NAD 27      -  39 50 49.63800(N)    080 58 50.38540(W) AD(       ) 2
 JX2060
 JX2060.Superseded values are not recommended for survey control.
 JX2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2060.See file dsdata.txt to determine how the superseded data were derived.
 JX2060
 JX2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE0167010797(NAD 83)
 JX2060_MARKER: DS = TRIANGULATION STATION DISK
 JX2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2060
 JX2060  HISTORY     - Date     Condition        Report By
 JX2060  HISTORY     - 1963     MONUMENTED       CGS
 JX2060
 JX2060                          STATION DESCRIPTION
 JX2060
 JX2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2060'THE STATION IS LOCATED ABOUT 9-1/2 MILES WEST OF POWHATAN POINT, 8
 JX2060'MILES NORTHWEST OF CLARINGTON,
 JX2060'3 MILES EAST OF BEALLSVILLE AND 1/2 MILE SOUTH OF THE BELMONT-MONROE
 JX2060'COUNTY LINE.  IT IS 9 FEET
 JX2060'SOUTHWEST OF A CLUSTER OF THORN TREE SPROUTS, 6 FEET NORTHWEST
 JX2060'OF A WITNESS POST AND ON THE HIGHEST POINT OF
 JX2060'A HIGH HILL OWNED BY MR. A. JOHNSON.
 JX2060'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BEALLS 1963.
 JX2060'
 JX2060'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 145 AND 556
 JX2060'IN BEALLSVILLE.  GO EAST ON
 JX2060'HIGHWAY 556 FOR 2.95 MILES TO A SIDE ROAD RIGHT (COUNTY ROAD 38 JUST
 JX2060'BEFORE REACHING COUNTY ROAD
 JX2060'38 TO THE LEFT).  CONTINUE EASTERLY ON HIGHWAY 556 FOR 0.1
 JX2060'MILE TO A FARM DRIVEWAY ON RIGHT.  TURN RIGHT
 JX2060'AND GO SOUTH FOR 0.5 TO HOUSE ON THE
 JX2060'RIGHT AND BARNS ON LEFT.  CONTINUE SOUTH ABOUT 100 FEET TO WIRE
 JX2060'GATES AND CATTLE LANE.  PASS THROUGH
 JX2060'WIRE GATES AND GO SOUTHEASTERLY UP HILL TO THE HIGHEST POINT AND
 JX2060'STATION.
 JX2060'
 JX2060'REFERENCE MARK 1 IS 14 FEET EAST OF THE CLUSTER OF THORN TREE SPROUTS
 JX2060'AND 23 FEET NORTHEAST OF
 JX2060'THE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JX2060'BEALLS NO 1 1963.
 JX2060'
 JX2060'STBNVL (USGS) BM IS A STANDARD USGS ELEVATION DISK SET IN A 6 BY 6
 JX2060'INCH CONCRETE POST THAT
 JX2060'PROJECTS 6 INCHES.  IT IS 8 FEET SOUTH OF THE WITNESS POST AND 20
 JX2060'FEET SOUTH OF THE CLUSTER OF
 JX2060'THORN TREE SPROUTS AND THE DISK IS STAMPED STBNVL 1415.
 JX2060'
 JX2060'STATION SWITZER CAN BE USED FOR AZIMUTH.
 JX2060'
 JX2060'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1315 ***********************************************************************
 JY1315  DESIGNATION -  BEAR
 JY1315  PID         -  JY1315
 JY1315  STATE/COUNTY-  OH/PERRY
 JY1315  USGS QUAD   -  DEAVERTOWN (1995)
 JY1315
 JY1315                         *CURRENT SURVEY CONTROL
 JY1315  ___________________________________________________________________
 JY1315* NAD 83(1995)-  39 41 28.73018(N)    082 04 28.94716(W)     ADJUSTED  
 JY1315* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 JY1315  ___________________________________________________________________
 JY1315  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 JY1315  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY1315
 JY1315  HORZ ORDER  -  SECOND
 JY1315
 JY1315.The horizontal coordinates were established by classical geodetic methods
 JY1315.and adjusted by the National Geodetic Survey in April 1998..
 JY1315
 JY1315.The orthometric height was scaled from a topographic map.
 JY1315
 JY1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1315
 JY1315.The geoid height was determined by GEOID03.
 JY1315
 JY1315;                    North         East     Units Scale Factor Converg.
 JY1315;SPC OH S     -   187,845.935   636,478.416   MT  0.99995022   +0 16 11.5
 JY1315;UTM  17      - 4,394,048.978   407,850.535   MT  0.99970454   -0 41 11.1
 JY1315
 JY1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1315!SPC OH S     -   0.99995218  x   0.99995022  =   0.99990240
 JY1315!UTM  17      -   0.99995218  x   0.99970454  =   0.99965673
 JY1315
 JY1315:                Primary Azimuth Mark                     Grid Az
 JY1315:SPC OH S     -  CLAY                                     026 12 44.7
 JY1315:UTM  17      -  CLAY                                     027 10 07.3
 JY1315
 JY1315|---------------------------------------------------------------------|
 JY1315| PID    Reference Object                     Distance      Geod. Az  |
 JY1315|                                                           dddmmss.s |
 JY1315| JY1307 CLAY                                APPROX. 9.9 KM 0262856.2 |
 JY1315| CF2837 BEAR RM 1                            11.867 METERS 06522     |
 JY1315| CF2838 BEAR RM 2                            11.104 METERS 34147     |
 JY1315|---------------------------------------------------------------------|
 JY1315
 JY1315                          SUPERSEDED SURVEY CONTROL
 JY1315
 JY1315  NAD 83(1986)-  39 41 28.73406(N)    082 04 28.95622(W) AD(       ) 2
 JY1315  NAD 27      -  39 41 28.48560(N)    082 04 29.44350(W) AD(       ) 2
 JY1315
 JY1315.Superseded values are not recommended for survey control.
 JY1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1315.See file dsdata.txt to determine how the superseded data were derived.
 JY1315
 JY1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0785194049(NAD 83)
 JY1315_MARKER: DS = TRIANGULATION STATION DISK
 JY1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1315
 JY1315  HISTORY     - Date     Condition        Report By
 JY1315  HISTORY     - 1959     MONUMENTED       CGS
 JY1315
 JY1315                          STATION DESCRIPTION
 JY1315
 JY1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JY1315'THE STATION IS ABOUT 7 MILES EAST OF NEW LEXINGTON, 6 MILES SOUTH OF
 JY1315'CROOKSVILLE, 2.75 MILES WEST OF PORTERSVILLE, ON THE SOUTH SIDE OF
 JY1315'STATE HIGHWAY 37, IN BEARFIELD TOWNSHIP, IN SECTION 15, T 13 N, R 14
 JY1315'W, AND ON PROPERTY OWNED BY MR. W.M. SWARTZELL.
 JY1315'
 JY1315'TO REACH THE STATION FROM THE POST OFFICE IN CROOKSVILLE, GO SOUTH ON
 JY1315'STATE HIGHWAY 75 FOR 5.4 MILES TO A CROSSROAD AND THE JUNCTION
 JY1315'OF STATE HIGHWAYS 13, 37 AND 75.  TURN LEFT AND GO EAST ON STATE
 JY1315'HIGHWAY 37 FOR 2.5 MILES TO A SIDE ROAD ON THE RIGHT.  TURN SHARP
 JY1315'RIGHT AND GO SOUTHWEST UP STEEP GRADE ON THE ROCK ROAD 0.1 MILE TO A
 JY1315'FARM ROAD ON THE LEFT.  TURN SHARP RIGHT OFF OF THE ROCK ROAD AND
 JY1315'GO NORTH FOR ABOUT 125 FEET TO THE STATION.
 JY1315'
 JY1315'STATION MARKS ARE STANDARD DISKS STAMPED BEAR 1959.  THE SURFACE DISK
 JY1315'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 JY1315'SURFACE OF THE GROUND.  IT IS 109 FEET NORTHWEST OF A TELEPHONE POLE
 JY1315'AND 108 FEET WEST OF THE CENTERLINE OF THE ROCK ROAD.  A STANDARD
 JY1315'METAL WITNESS POST WAS SET 3.5 FEET WEST OF THE MARK.  THE
 JY1315'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES
 JY1315'BELOW THE SURFACE OF THE GROUND.
 JY1315'
 JY1315'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEAR NO 1 1959, IS SET
 JY1315'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 JY1315'THE GROUND.  IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 JY1315'
 JY1315'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEAR NO 2 1959, IS SET
 JY1315'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 JY1315'THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 JY1315'
 JY1315'NOTE- THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2119 ***********************************************************************
 KZ2119  DESIGNATION -  BEAVER
 KZ2119  PID         -  KZ2119
 KZ2119  STATE/COUNTY-  OH/ALLEN
 KZ2119  USGS QUAD   -  BEAVERDAM (1988)
 KZ2119
 KZ2119                         *CURRENT SURVEY CONTROL
 KZ2119  ___________________________________________________________________
 KZ2119* NAD 83(1995)-  40 49 56.83313(N)    083 59 40.86003(W)     ADJUSTED  
 KZ2119* NAVD 88     -       263.34   (+/-2cm)     864.0    (feet)  VERTCON   
 KZ2119  ___________________________________________________________________
 KZ2119  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 KZ2119  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 KZ2119
 KZ2119  HORZ ORDER  -  FIRST
 KZ2119  VERT ORDER  -  THIRD ? (See Below)
 KZ2119
 KZ2119.The horizontal coordinates were established by classical geodetic methods
 KZ2119.and adjusted by the National Geodetic Survey in April 1998..
 KZ2119
 KZ2119.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2119.The vertical order pertains to the NGVD 29 superseded value.
 KZ2119
 KZ2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2119
 KZ2119.The geoid height was determined by GEOID03.
 KZ2119
 KZ2119;                    North         East     Units Scale Factor Converg.
 KZ2119;SPC OH N     -   130,535.980   473,939.420   MT  0.99994753   -0 58 55.0
 KZ2119;UTM  17      - 4,524,474.978   247,488.978   MT  1.00038487   -1 57 32.8
 KZ2119;UTM  16      - 4,524,505.706   753,407.741   MT  1.00039046   +1 57 57.8
 KZ2119
 KZ2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2119!SPC OH N     -   0.99996418  x   0.99994753  =   0.99991171
 KZ2119!UTM  17      -   0.99996418  x   1.00038487  =   1.00034904
 KZ2119!UTM  16      -   0.99996418  x   1.00039046  =   1.00035463
 KZ2119
 KZ2119|---------------------------------------------------------------------|
 KZ2119| PID    Reference Object                     Distance      Geod. Az  |
 KZ2119|                                                           dddmmss.s |
 KZ2119| KZ2432 BEAVER RM 1                          35.838 METERS 17908     |
 KZ2119| KZ2431 BEAVER AZ MK                                       2732644.8 |
 KZ2119| KZ2121 PTS 2                                14.212 METERS 35529     |
 KZ2119|---------------------------------------------------------------------|
 KZ2119
 KZ2119                          SUPERSEDED SURVEY CONTROL
 KZ2119
 KZ2119  NAD 83(1986)-  40 49 56.84475(N)    083 59 40.87452(W) AD(       ) 1
 KZ2119  NAD 27      -  40 49 56.65700(N)    083 59 41.07400(W) AD(       ) 1
 KZ2119  NGVD 29 (07/19/86)  263.50   (m)          864.5    (f) LEVELING    3  
 KZ2119
 KZ2119.Superseded values are not recommended for survey control.
 KZ2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2119.See file dsdata.txt to determine how the superseded data were derived.
 KZ2119
 KZ2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF4748924475(NAD 83)
 KZ2119_MARKER: DS = TRIANGULATION STATION DISK
 KZ2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2119_SP_SET: CONCRETE POST
 KZ2119_STAMPING: BEAVER 1943
 KZ2119_MARK LOGO: CGS   
 KZ2119_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2119+STABILITY: SURFACE MOTION
 KZ2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2119+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1993
 KZ2119
 KZ2119  HISTORY     - Date     Condition        Report By
 KZ2119  HISTORY     - 1943     MONUMENTED       CGS
 KZ2119  HISTORY     - 1943     GOOD             CGS
 KZ2119  HISTORY     - 19930713 GOOD             NGS
 KZ2119
 KZ2119                          STATION DESCRIPTION
 KZ2119
 KZ2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2119'STATION IS LOCATED ON THE S SIDE OF U.S. HIGHWAY 30N, 1.0 MILE W OF
 KZ2119'BEAVERDAM.  IT IS 80.8 FEET SW OF
 KZ2119'THE INTERSECTION OF HIGHWAY 30N AND A GRAVEL ROAD,
 KZ2119'2.0 FEET W OF A N-S FENCELINE AND
 KZ2119'20 FEET W OF THE CENTER LINE OF
 KZ2119'THE GRAVEL ROAD AND IS FLUSH WITH THE GROUND.  THE
 KZ2119'DISK IS STAMPED
 KZ2119'BEAVER 1943.
 KZ2119'
 KZ2119'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 KZ2119'DISKS SET IN
 KZ2119'CONCRETE.
 KZ2119'
 KZ2119'REFERENCE MARK 1 IS 117.58 FEET S OF THE STATION, 18.5 FEET W
 KZ2119'OF CENTER LINE OF
 KZ2119'GRAVEL ROAD, 1.0 FOOT W OF A N-S FENCELINE 57.1
 KZ2119'FEET WNW OF NW CORNER OF A WHITE
 KZ2119'BARN.  THE DISK IS STAMPED BEAVER
 KZ2119'NO 1 1943.
 KZ2119'
 KZ2119'U.S.G.S. BM 2 WAS USED AS REFERENCE MARK 2 AND IS 46.63 FEET
 KZ2119'N OF THE STATION,
 KZ2119'4.5 FEET W OF A FENCE CORNER AND 39.5 FEET SW OF
 KZ2119'THE INTERSECTION OF U.S. 30N AND A
 KZ2119'N-S GRAVEL ROAD.  THE
 KZ2119'DISK IS STAMPED PRIM TRAV STA NO 2.
 KZ2119'
 KZ2119'AZIMUTH MARK IS 0.3 MILE W OF THE STATION, 28.8 FEET N OF THE
 KZ2119'CENTER LINE OF THE
 KZ2119'HIGHWAY, 6.0 FEET E OF A FENCE CORNER.  THE
 KZ2119'DISK IS STAMPED BEAVER 1943.
 KZ2119'
 KZ2119'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF U.S.
 KZ2119'HIGHWAYS 25 AND
 KZ2119'30N IN BEAVERDAM, GO W ON HIGHWAY 30N FOR 1 MILE
 KZ2119'TO CROSSROADS AND STATION ON THE
 KZ2119'SW CORNER.  CONTINUE STRAIGHT
 KZ2119'AHEAD 0.3 MILE TO AZIMUTH MARK ON THE RIGHT.
 KZ2119'
 KZ2119'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 KZ2119
 KZ2119                          STATION RECOVERY (1943)
 KZ2119
 KZ2119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 KZ2119'RECOVERED IN GOOD CONDITION.
 KZ2119
 KZ2119                          STATION RECOVERY (1993)
 KZ2119
 KZ2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 KZ2119'1.7 KM (1.05 MI) WESTERLY ALONG MAIN STREET AND THEN LINCOLN ROAD
 KZ2119'FROM THE POLICE DEPARTMENT IN BEAVERDAM, 23.9 M (78.4 FT) SOUTH OF
 KZ2119'THE CENTERLINE OF THE ROAD, 6.1 M (20.0 FT) WEST OF AND LEVEL WITH
 KZ2119'THE CENTER OF COOL ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 KZ2119'THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 KZ2119'NOTE--THE MONUMENT IS LEANING TO THE SOUTH, BUT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1078 ***********************************************************************
 MC1078  DESIGNATION -  BEAVER
 MC1078  PID         -  MC1078
 MC1078  STATE/COUNTY-  OH/LORAIN
 MC1078  USGS QUAD   -  LORAIN (1979)
 MC1078
 MC1078                         *CURRENT SURVEY CONTROL
 MC1078  ___________________________________________________________________
 MC1078* NAD 83(1995)-  41 26 18.25091(N)    082 14 44.01050(W)     ADJUSTED  
 MC1078* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 MC1078  ___________________________________________________________________
 MC1078  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 MC1078  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 MC1078
 MC1078  HORZ ORDER  -  THIRD
 MC1078
 MC1078.The horizontal coordinates were established by classical geodetic methods
 MC1078.and adjusted by the National Geodetic Survey in April 1998..
 MC1078.No horizontal observational check was made to the station.
 MC1078
 MC1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1078
 MC1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1078
 MC1078.The geoid height was determined by GEOID03.
 MC1078
 MC1078;                    North         East     Units Scale Factor Converg.
 MC1078;SPC OH N     -   196,777.660   621,264.131   MT  0.99996003   +0 10 01.8
 MC1078;UTM  17      - 4,588,174.427   395,942.760   MT  0.99973325   -0 49 27.8
 MC1078
 MC1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1078!SPC OH N     -   0.99997787  x   0.99996003  =   0.99993790
 MC1078!UTM  17      -   0.99997787  x   0.99973325  =   0.99971113
 MC1078
 MC1078                          SUPERSEDED SURVEY CONTROL
 MC1078
 MC1078  NAD 83(1995)-  41 26 18.25437(N)    082 14 44.01161(W) AD(       ) 3
 MC1078  NAD 83(1986)-  41 26 18.25373(N)    082 14 44.01769(W) AD(       ) 3
 MC1078  NAD 27      -  41 26 18.11194(N)    082 14 44.45514(W) AD(       ) 3
 MC1078  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 MC1078
 MC1078.Superseded values are not recommended for survey control.
 MC1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1078.See file dsdata.txt to determine how the superseded data were derived.
 MC1078
 MC1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9594388174(NAD 83)
 MC1078_MARKER: DS = TRIANGULATION STATION DISK
 MC1078_SETTING: 0 = UNSPECIFIED SETTING
 MC1078_STAMPING: BEAVER AMC 1976
 MC1078_MARK LOGO: NOSAMC
 MC1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1078
 MC1078  HISTORY     - Date     Condition        Report By
 MC1078  HISTORY     - 1976     MONUMENTED       NOSAMC
 MC1078  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MC1078
 MC1078                          STATION DESCRIPTION
 MC1078
 MC1078'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1976 (RES)
 MC1078'THE STATION IS LOCATED ON THE GROUNDS OF THE BEAVER SHORE
 MC1078'MOTEL, WEST OF LORAIN AND EAST OF VERMILION.
 MC1078'
 MC1078'TO REACH THE STATION FROM LORAIN CITY HALL, GO WEST ON HIGHWAY
 MC1078'6 FOR 5.3 MILES.  TURN RIGHT AT THE ENTRANCE OF BEAVER
 MC1078'PARK.  TURN RIGHT AT THE FIRST ROAD PAST THE RAILROAD TRACKS
 MC1078'AND PROCEED 0.2 MILE PAST THE MOTEL OFFICE, DOWN THE HILL TO
 MC1078'THE PARKING AREA.  THE STATION IS IN FRONT OF ROOM 8.
 MC1078'
 MC1078'THE STATION MARK IS A STANDARD DISK CEMENTED IN THE SWIMMERS
 MC1078'SHOWER AREA FLUSH WITH THE FLOOR AND STAMPED BEAVER AMC,
 MC1078'1976.  IT IS 3.58 FEET FROM THE NE CORNER OF THE CEMENT FLOOR,
 MC1078'3.35 FEET FROM THE NW CORNER, 4.8 FEET FROM THE SE CORNER AND
 MC1078'FROM THE DRAIN, 2.3 FEET IN A NW DIRECTION.
 MC1078'
 MC1078'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 MC1078'
 MC1078'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 MC1078
 MC1078                          STATION RECOVERY (1997)
 MC1078
 MC1078'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC1078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3069 ***********************************************************************
 JZ3069  DESIGNATION -  BECK
 JZ3069  PID         -  JZ3069
 JZ3069  STATE/COUNTY-  OH/MONTGOMERY
 JZ3069  USGS QUAD   -  BROOKVILLE (1987)
 JZ3069
 JZ3069                         *CURRENT SURVEY CONTROL
 JZ3069  ___________________________________________________________________
 JZ3069* NAD 83(1995)-  39 52 10.63762(N)    084 23 23.17048(W)     ADJUSTED  
 JZ3069* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 JZ3069  ___________________________________________________________________
 JZ3069  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 JZ3069  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JZ3069
 JZ3069  HORZ ORDER  -  FIRST
 JZ3069
 JZ3069.The horizontal coordinates were established by classical geodetic methods
 JZ3069.and adjusted by the National Geodetic Survey in May 1999..
 JZ3069
 JZ3069.The orthometric height was scaled from a topographic map.
 JZ3069
 JZ3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3069
 JZ3069.The geoid height was determined by GEOID03.
 JZ3069
 JZ3069;                    North         East     Units Scale Factor Converg.
 JZ3069;SPC OH S     -   209,248.547   438,335.167   MT  0.99997171   -1 11 56.7
 JZ3069;UTM  16      - 4,416,547.727   723,245.574   MT  1.00021360   +1 40 26.3
 JZ3069
 JZ3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3069!SPC OH S     -   0.99995628  x   0.99997171  =   0.99992799
 JZ3069!UTM  16      -   0.99995628  x   1.00021360  =   1.00016987
 JZ3069
 JZ3069:                Primary Azimuth Mark                     Grid Az
 JZ3069:SPC OH S     -  WETZEL                                   084 20 34.1
 JZ3069:UTM  16      -  WETZEL                                   081 28 11.1
 JZ3069
 JZ3069|---------------------------------------------------------------------|
 JZ3069| PID    Reference Object                     Distance      Geod. Az  |
 JZ3069|                                                           dddmmss.s |
 JZ3069| JZ3005 WETZEL                              APPROX. 1.9 KM 0830837.4 |
 JZ3069|---------------------------------------------------------------------|
 JZ3069
 JZ3069                          SUPERSEDED SURVEY CONTROL
 JZ3069
 JZ3069  NAD 83(1995)-  39 52 10.63849(N)    084 23 23.17055(W) AD(       ) 1
 JZ3069  NAD 83(1986)-  39 52 10.64783(N)    084 23 23.18306(W) AD(       ) 1
 JZ3069  NAD 27      -  39 52 10.44700(N)    084 23 23.37100(W) AD(       ) 1
 JZ3069
 JZ3069.Superseded values are not recommended for survey control.
 JZ3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3069.See file dsdata.txt to determine how the superseded data were derived.
 JZ3069
 JZ3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2324616548(NAD 83)
 JZ3069_MARKER: DS = TRIANGULATION STATION DISK
 JZ3069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3069_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3069_MARK LOGO: CGS   
 JZ3069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3069+STABILITY: SURFACE MOTION
 JZ3069
 JZ3069  HISTORY     - Date     Condition        Report By
 JZ3069  HISTORY     - 1927     MONUMENTED       CGS
 JZ3069  HISTORY     - 19951120 MARK NOT FOUND   USPSQD
 JZ3069
 JZ3069                          STATION DESCRIPTION
 JZ3069
 JZ3069'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3069'STATION IS ABOUT 2/3 MILE N AND 1-1/2 MILES W OF THE TOWN OF SALEM
 JZ3069'(CLAYTON POST OFFICE).  IT IS 4.0 METERS (13.2 FEET) S OF THE CENTER
 JZ3069'LINE OF THE NATIONAL ROAD, 2.1 METERS (7 FEET) N OF THE CENTER OF THE
 JZ3069'DRAINAGE DITCH, AND 86.5 METERS (283.7 FEET) E OF THE CENTER LINE
 JZ3069'OF THE DRIVEWAY TO JACOB BECKS HOUSE.
 JZ3069'
 JZ3069'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3069'
 JZ3069'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 JZ3069
 JZ3069                          STATION RECOVERY (1995)
 JZ3069
 JZ3069'RECOVERY NOTE BY US POWER SQUADRON 1995
 JZ3069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2938 ***********************************************************************
 MB2938  DESIGNATION -  BEEBE
 MB2938  PID         -  MB2938
 MB2938  STATE/COUNTY-  OH/MEDINA
 MB2938  USGS QUAD   -  MALLET CREEK (1994)
 MB2938
 MB2938                         *CURRENT SURVEY CONTROL
 MB2938  ___________________________________________________________________
 MB2938* NAD 83(1995)-  41 14 54.96596(N)    081 52 41.31614(W)     ADJUSTED  
 MB2938* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 MB2938  ___________________________________________________________________
 MB2938  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 MB2938  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB2938
 MB2938  HORZ ORDER  -  THIRD
 MB2938
 MB2938.The horizontal coordinates were established by classical geodetic methods
 MB2938.and adjusted by the National Geodetic Survey in April 1998..
 MB2938
 MB2938.The orthometric height was scaled from a topographic map.
 MB2938
 MB2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2938
 MB2938.The geoid height was determined by GEOID03.
 MB2938
 MB2938;                    North         East     Units Scale Factor Converg.
 MB2938;SPC OH N     -   175,854.038   652,119.589   MT  0.99994411   +0 24 30.7
 MB2938;UTM  17      - 4,566,726.563   426,424.605   MT  0.99966662   -0 34 44.4
 MB2938
 MB2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2938!SPC OH N     -   0.99995781  x   0.99994411  =   0.99990193
 MB2938!UTM  17      -   0.99995781  x   0.99966662  =   0.99962445
 MB2938
 MB2938|---------------------------------------------------------------------|
 MB2938| PID    Reference Object                     Distance      Geod. Az  |
 MB2938|                                                           dddmmss.s |
 MB2938| CC9743 BEEBE RM 1                            9.604 METERS 00455     |
 MB2938| CC9744 BEEBE RM 2                            8.760 METERS 11231     |
 MB2938| CC9745 BEEBE RM 3                           16.058 METERS 17845     |
 MB2938| MC1052 GRAFTON MUNICIPAL TANK              APPROX.15.1 KM 2801540.7 |
 MB2938| MC1054 GRAFTON WEOL RADIO TV TOWER 2       APPROX.10.9 KM 2823336.4 |
 MB2938| CC9741 BEEBE AZ MK                                        3582118.2 |
 MB2938| CC9742 BEEBE AZ MK 2                                      3592317.0 |
 MB2938|---------------------------------------------------------------------|
 MB2938
 MB2938                          SUPERSEDED SURVEY CONTROL
 MB2938
 MB2938  NAD 83(1986)-  41 14 54.97654(N)    081 52 41.32698(W) AD(       ) 3
 MB2938  NAD 27      -  41 14 54.78523(N)    081 52 41.86825(W) AD(       ) 3
 MB2938
 MB2938.Superseded values are not recommended for survey control.
 MB2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2938.See file dsdata.txt to determine how the superseded data were derived.
 MB2938
 MB2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2642566727(NAD 83)
 MB2938_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2938
 MB2938  HISTORY     - Date     Condition        Report By
 MB2938  HISTORY     - 1959     MONUMENTED       CGS
 MB2938  HISTORY     - 1970     SEE DESCRIPTION  OHHD
 MB2938  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MB2938  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MB2938  HISTORY     - 1978     GOOD             NGS
 MB2938
 MB2938                          STATION DESCRIPTION
 MB2938
 MB2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MB2938'THE STATION IS ABOUT 8 MILES NORTH OF MEDINA, 2 MILES NORTH OF
 MB2938'BRUNSWICK, 2 MILES WEST OF
 MB2938'U.S. HIGHWAY 42, 0.7 MILE NORTH OF STATE HIGHWAY 303 AND ON THE EAST
 MB2938'RIGHT-OF- WAY OF MEDINA COUNTY
 MB2938'ROUTE 22.
 MB2938'
 MB2938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 42 AND STATE
 MB2938'HIGHWAY 303 IN BRUNSWICK, GO
 MB2938'WEST ON HIGHWAY 303 FOR 1.85 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 MB2938'NORTH ON COUNTY ROUTE 22
 MB2938'(MEDINA-BEEBETOWN ROAD) FOR 0.65 MILE TO A FARM HOUSE ON THE
 MB2938'RIGHT.  CONTINUE NORTH ON COUNTY ROUTE 22
 MB2938'FOR 0.05 MILE TO A DRIVEWAY ON THE RIGHT,
 MB2938'LEADING TO TWO BARNS.  CONTINUE NORTH FOR ABOUT 60 FEET TO
 MB2938'THE STATION ON THE RIGHT.
 MB2938'
 MB2938'STATION MARKS ARE STANDARD DISKS STAMPED BEEBE 1959.  THE SURFACE
 MB2938'DISK IS SET IN A SQUARE
 MB2938'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 24.5 FEET
 MB2938'EAST OF THE CENTERLINE OF COUNTY
 MB2938'ROUTE 22, 3.5 FEET WEST OF A NORTH-SOUTH FENCE, 13 FEET NORTHWEST
 MB2938'OF A 3-FOOT TREE STUMP WHICH IS IN A FENCE
 MB2938'CORNER AND 54.5 FEET NORTH OF A POWERLINE
 MB2938'POLE.  A STANDARD METAL WITNESS POST WAS SET 4.5 FEET
 MB2938'SOUTHEAST OF THE MARK.
 MB2938'THE UNDERGROUND DISK WAS SET IN AN IRREGULAR MASS OF CONCRETE 32
 MB2938'INCHES BELOW THE SURFACE OF
 MB2938'THE GROUND.
 MB2938'
 MB2938'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEEBE NO 1 1959, IS SET
 MB2938'IN A SQUARE CONCRETE POST
 MB2938'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 26.5 FEET EAST OF THE
 MB2938'CENTERLINE OF COUNTY ROUTE 22,
 MB2938'58.5 FEET NORTH OF A WOODEN GATE IN THE NORTH-SOUTH
 MB2938'FENCE AND 0.5 FEET WEST OF THE NORTH-SOUTH FENCE.
 MB2938'
 MB2938'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEEBE NO 2 1959, IS SET
 MB2938'IN A SQUARE CONCRETE POST
 MB2938'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 21.5 FEET EAST OF THE
 MB2938'3-FOOT TREE STUMP WHICH IS IN
 MB2938'THE FENCE CORNER, 50 FEET NORTHEAST OF THE POWERLINE
 MB2938'POLE, 48 FEET WEST OF THE CENTER OF A METAL GATE
 MB2938'IN THE EAST-WEST FENCE AND 0.5 FEET
 MB2938'NORTH OF THE EAST-WEST FENCE.
 MB2938'
 MB2938'AZIMUTH MARK, A STANDARD DISK STAMPED BEEBE 1959, IS SET IN A SQUARE
 MB2938'CONCRETE POST WHICH
 MB2938'PROJECTS 6 INCHES.  IT IS 28.0 FEET WEST OF THE CENTERLINE OF COUNTY
 MB2938'ROUTE 22 AND 1.5 FEET SOUTH OF A
 MB2938'TELEPHONE POLE.  A STANDARD METAL WITNESS POST WAS SET
 MB2938'1.3 FEET SOUTH OF THE MARK.
 MB2938'
 MB2938'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON COUNTY ROUTE
 MB2938'22 FOR 0.3 MILE TO THE
 MB2938'AZIMUTH MARK ON THE LEFT NEAR A TELEPHONE POLE.
 MB2938
 MB2938                          STATION RECOVERY (1970)
 MB2938
 MB2938'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (AEF)
 MB2938'MARKED STAMPED - BEEBE 1959 CONDITION - GOOD
 MB2938'AZIMUTH MARK
 MB2938'GOOD
 MB2938'R.M. NO. 1 GOOD
 MB2938'R.M. NO. 2 GOOD
 MB2938
 MB2938                          STATION RECOVERY (1971)
 MB2938
 MB2938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MB2938'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 MB2938'REFERENCE MARK 1
 MB2938'WAS FOUND TO HAVE BEEN HIT AND LEANING SLIGHTLY TO
 MB2938'THE SOUTHWEST.  REFERENCE MARK 1
 MB2938'FOUND UPROOTED IN A GARDEN AND THE DISK
 MB2938'WAS SALVAGED.  REFERENCE MARK 3 SET.  A COMPLETE
 MB2938'NEW DESCRIPTION FOLLOWS-
 MB2938'
 MB2938'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF MEDINA, ON ROAD RIGHT-
 MB2938'OF-WAY, 99 FEET
 MB2938'SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A METAL WITNESS
 MB2938'POST, 24 FEET EAST OF THE
 MB2938'CENTERLINE OF COUNTY ROAD 22, 55 FEET NORTH
 MB2938'OF A POWER POLE, 74 FEET NORTH OF THE
 MB2938'CENTERLINE OF A DRIVEWAY AND
 MB2938'111 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN.
 MB2938'THE MONUMENT PROJECTS 6
 MB2938'INCHES AND THE DISK IS STAMPED BEEBE 1959.  (NOTE 1A 7A)
 MB2938'
 MB2938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 42 AND STATE
 MB2938'HIGHWAY 303 AT
 MB2938'BRUNSWICK, GO WEST ON HIGHWAY 303 FOR 1.8 MILES TO A
 MB2938'CROSSROAD.  TURN RIGHT AND GO
 MB2938'NORTH ON COUNTY ROAD 22 FOR 0.7 MILE TO A
 MB2938'DRIVEWAY RIGHT TO BARN AND THE STATION ON THE
 MB2938'RIGHT.  CONTINUE NORTH ON
 MB2938'THE ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MB2938'
 MB2938'REFERENCE MARK 1 IS 67 FEET SOUTH OF THE FENCE CORNER, 1 FOOT WEST
 MB2938'OF A METAL WITNESS
 MB2938'POST AND 27 FEET EAST OF THE CENTERLINE OF THE ROAD.
 MB2938'THE MONUMENT PROJECTS 8 INCHES AND
 MB2938'THE DISK IS STAMPED BEEBE NO 1 1959.
 MB2938'
 MB2938'REFERENCE MARK 3 IS 1 FOOT SOUTH OF A METAL WITNESS POST, 2 FEET
 MB2938'NORTHWEST OF A
 MB2938'POWER POLE, 25 FEET EAST OF THE CENTERLINE OF THE ROAD
 MB2938'AND 21 FEET NORTH OF THE
 MB2938'CENTERLINE OF THE DRIVEWAY.  THE MONUMENT
 MB2938'PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MB2938'BEEBE 1959 NO 3 1971.
 MB2938'
 MB2938'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTERLINE OF THE ROAD, 1
 MB2938'FOOT SOUTH OF A
 MB2938'TELEPHONE POLE, 1 FOOT NORTH OF A METAL WITNESS POST
 MB2938'AND 94 FEET SOUTH OF THE EXTENDED
 MB2938'CENTERLINE OF A DRIVEWAY EAST.  THE
 MB2938'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MB2938'BEEBE 1959.
 MB2938'
 MB2938'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MB2938'
 MB2938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES NORTH
 MB2938'OF BRUNSWICK
 MB2938
 MB2938                          STATION RECOVERY (1974)
 MB2938
 MB2938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MB2938'THE STATION MARK, REFERENCE MARK 1, 3 AND THE AZIMUTH MARK WERE
 MB2938'RECOVERED AND
 MB2938'FOUND AS DESCRIBED.  THE STATION WAS VISITED TO SEE IF
 MB2938'MARK WAS IN DANGER OF BEING
 MB2938'DESTROYED.  MARKS ARE OK AND IN NO DANGER.
 MB2938'
 MB2938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES NORTH OF
 MB2938'BRUNSWICK
 MB2938
 MB2938                          STATION RECOVERY (1978)
 MB2938
 MB2938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MB2938'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 MB2938'AZIMUTH MARK WAS IN THE WAY OF CONSTRUCTION AND WAS DESTROYED
 MB2938'AFTER A NEW MARK WAS SET.  THE 1971 RECOVERY NOTE IS GOOD WITH
 MB2938'THE DELETION OF THE 1959 AZIMUTH MARK AND THE BELOW ADDITION OF
 MB2938'THE 1978 AZIMUTH MARK.  THE DISTANCE AND DIRECTION TO THE
 MB2938'REFERENCE MARKS CHECKED.
 MB2938'
 MB2938'THE 1978 AZIMUTH MARK IS A STANDARD DISK STAMPED BEEBE 1959 NO 2
 MB2938'1978, SET IN A DRILL HOLE IN THE TOP AND SOUTHWEST PIER OF A
 MB2938'SMALL CONCRETE BRIDGE 15 FEET WEST OF THE CENTERLINE OF CO. RD.
 MB2938'303.
 MB2938'
 MB2938'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MB2938'
 MB2938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MB2938'2 MILES NORTH OF BRUNSWICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2991 ***********************************************************************
 KY2991  DESIGNATION -  BEESE
 KY2991  PID         -  KY2991
 KY2991  STATE/COUNTY-  OH/SUMMIT
 KY2991  USGS QUAD   -  CANAL FULTON (1994)
 KY2991
 KY2991                         *CURRENT SURVEY CONTROL
 KY2991  ___________________________________________________________________
 KY2991* NAD 83(1995)-  40 58 29.03414(N)    081 30 27.43191(W)     ADJUSTED  
 KY2991* NAVD 88     -       337.9    (meters)    1109.     (feet)  VERTCON   
 KY2991  ___________________________________________________________________
 KY2991  X           -     712,200.419 (meters)                     COMP
 KY2991  Y           -  -4,769,783.537 (meters)                     COMP
 KY2991  Z           -   4,160,504.743 (meters)                     COMP
 KY2991  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 KY2991  ELLIP HEIGHT-         304.65  (meters)          (10/07/05) GPS OBS
 KY2991  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KY2991
 KY2991  HORZ ORDER  -  FIRST
 KY2991  ELLP ORDER  -  FOURTH    CLASS I
 KY2991
 KY2991.The horizontal coordinates were established by GPS observations
 KY2991.and adjusted by the National Geodetic Survey in April 1998..
 KY2991
 KY2991.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY2991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY2991
 KY2991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY2991
 KY2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2991
 KY2991.The ellipsoidal height was determined by GPS observations
 KY2991.and is referenced to NAD 83.
 KY2991
 KY2991.The geoid height was determined by GEOID03.
 KY2991
 KY2991;                    North         East     Units Scale Factor Converg.
 KY2991;SPC OH N     -   145,730.289   683,519.179   MT  0.99994045   +0 39 07.0
 KY2991;UTM  17      - 4,536,076.105   457,292.004   MT  0.99962245   -0 19 58.3
 KY2991
 KY2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2991!SPC OH N     -   0.99995221  x   0.99994045  =   0.99989267
 KY2991!UTM  17      -   0.99995221  x   0.99962245  =   0.99957468
 KY2991
 KY2991                          SUPERSEDED SURVEY CONTROL
 KY2991
 KY2991  ELLIP H (04/01/98)  304.66   (m)                       GP(       ) 4 1
 KY2991  NAD 83(1986)-  40 58 29.04166(N)    081 30 27.43682(W) AD(       ) 1
 KY2991  NGVD 29 (07/20/87)  338.1    (m)         1109.     (f) GPS OBS        
 KY2991
 KY2991.Superseded values are not recommended for survey control.
 KY2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2991.See file dsdata.txt to determine how the superseded data were derived.
 KY2991
 KY2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5729236076(NAD 83)
 KY2991_MARKER: DS = TRIANGULATION STATION DISK
 KY2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2991_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2991+STABILITY: SURFACE MOTION
 KY2991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY2991+SATELLITE: SATELLITE OBSERVATIONS - 1983
 KY2991
 KY2991  HISTORY     - Date     Condition        Report By
 KY2991  HISTORY     - 1983     MONUMENTED       NGS
 KY2991
 KY2991                          STATION DESCRIPTION
 KY2991
 KY2991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY2991'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 KY2991'
 KY2991'THE STATION IS LOCATED ABOUT 11 KM (6.75 MI) SOUTH FROM AKRON, 6 KM
 KY2991'(3.75 MI) NORTHEAST FROM GREENBURG, 1 KM (0.75 MI) WEST FROM EAST
 KY2991'LIBERTY AND ALONG THE WEST SIDE OF THE WEST ONE OF TWO NORTH-SOUTH
 KY2991'FARM LANES.  OWNERSHIP-- MRS. LEE BEESE, 486 EAST TURKEYFOOT ROAD,
 KY2991'AKRON, OHIO 44319.  TELEPHONE NUMBER (216) 896-2225.
 KY2991'
 KY2991'TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
 KY2991'STATE HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3.0 MI) TO A
 KY2991'CROSSROADS.  TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST
 KY2991'TURKEYFOOT ROAD) FOR 3.5 KM (2.2 MI) TO THE WEST ONE OF THE TWO FARM
 KY2991'LANES ON THE LEFT AND THE STATION ON THE LEFT.
 KY2991'
 KY2991'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 KY2991'---BEESE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 KY2991'(12 INCHES) IN DIAMETER RECESSED 5 CM (2 INCHES) BELOW THE GROUND
 KY2991'LOCATED 62.2 METERS (204.0 FEET) S FROM THE CENTER OF STATE HIGHWAY
 KY2991'619 (EAST TURKEYFOOT ROAD), 4.3 METERS (14.0 FEET) W FROM THE CENTER
 KY2991'OF THE FARM LANE, 2.4 METERS (8.0 FEET) S FROM THE FIFTH CRAB APPLE
 KY2991'TREE IN FROM THE HIGHWAY, 2.1 METERS (6.8 FEET) SE FROM A CARSONITE
 KY2991'WITNESS POST, AND 1.1 METERS (3.6 FT) E FROM A WHITE BOARD FENCE LINE.
 KY2991'
 KY2991'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 KY2991'---BEESE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 KY2991'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 38.3 METERS
 KY2991'(125.5 FEET) ESE FROM A POWERLINE POLE NUMBERED 114242, 4.5 METERS
 KY2991'(14.9 FEET) S FROM THE CENTER OF SLEEPY HOLLOW, 30.5 METERS (100.2
 KY2991'FEET) NW FROM THE NORTHWEST CORNER OF 602 SLEEPY HOLLOW, AND 3.6
 KY2991'METERS (12.0 FEET) W FROM THE CENTER OF A DRIVE LEADING TO 602 SLEEPY
 KY2991'HOLLOW.
 KY2991'
 KY2991'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
 KY2991'619 (EAST TURKEYFOOT ROAD) FOR 1.2 KM (0.7 MI) TO A CROSSROADS.  TURN
 KY2991'RIGHT AND GO SOUTH ON SOUTH ARLINGTON ROAD FOR 0.6 KM (0.4 MI) TO A
 KY2991'SIDE ROAD ROGHT.  TURN RIGHT AND GO WEST ON KNOLLWOOD DRIVE FOR 0.3
 KY2991'KM (0.2 MI) TO A CROSSROADS.  TURN RIGHT AND GO NORTH ON GREENFIELD
 KY2991'ROAD 0.3 KM (0.2 MI) TO A CROSSROADS.  TURN LEFT AND GO WEST FOR 0.15
 KY2991'KM (0.1 MI) TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2992 ***********************************************************************
 KY2992  DESIGNATION -  BEESE AZ MK
 KY2992  PID         -  KY2992
 KY2992  STATE/COUNTY-  OH/SUMMIT
 KY2992  USGS QUAD   -  CANAL FULTON (1994)
 KY2992
 KY2992                         *CURRENT SURVEY CONTROL
 KY2992  ___________________________________________________________________
 KY2992* NAD 83(1995)-  40 58 19.28446(N)    081 30 02.00855(W)     ADJUSTED  
 KY2992* NAVD 88     -       332.0    (meters)    1089.     (feet)  VERTCON   
 KY2992  ___________________________________________________________________
 KY2992  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 KY2992  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KY2992
 KY2992  HORZ ORDER  -  SECOND
 KY2992
 KY2992.The horizontal coordinates were established by classical geodetic methods
 KY2992.and adjusted by the National Geodetic Survey in April 1998..
 KY2992.No horizontal observational check was made to the station.
 KY2992
 KY2992.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY2992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY2992
 KY2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2992
 KY2992.The geoid height was determined by GEOID03.
 KY2992
 KY2992;                    North         East     Units Scale Factor Converg.
 KY2992;SPC OH N     -   145,436.354   684,116.945   MT  0.99994053   +0 39 23.7
 KY2992;UTM  17      - 4,535,772.036   457,884.440   MT  0.99962183   -0 19 41.6
 KY2992
 KY2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2992!SPC OH N     -   0.99995313  x   0.99994053  =   0.99989366
 KY2992!UTM  17      -   0.99995313  x   0.99962183  =   0.99957498
 KY2992
 KY2992                          SUPERSEDED SURVEY CONTROL
 KY2992
 KY2992  NAD 83(1986)-  40 58 19.29184(N)    081 30 02.01357(W) AD(       ) 2
 KY2992  NGVD 29 (07/20/87)  332.2    (m)         1090.     (f) VERT ANG       
 KY2992
 KY2992.Superseded values are not recommended for survey control.
 KY2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2992.See file dsdata.txt to determine how the superseded data were derived.
 KY2992
 KY2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5788435772(NAD 83)
 KY2992_MARKER: DZ = AZIMUTH MARK DISK
 KY2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2992_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2992+STABILITY: SURFACE MOTION
 KY2992
 KY2992  HISTORY     - Date     Condition        Report By
 KY2992  HISTORY     - 1983     MONUMENTED       NGS
 KY2992
 KY2992                          STATION DESCRIPTION
 KY2992
 KY2992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY2992'THE STATION IS LOCATED ABOUT 11 KM (6.75 MI) SOUTH FROM AKRON, 5.5 KM
 KY2992'(3.5 MI) NORTHEAST FROM GREENSBURG AND 1.5 KM (1 MI) EAST FROM EAST
 KY2992'LIBERTY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 KY2992'
 KY2992'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
 KY2992'HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3.0 MI) TO A CROSSROADS.
 KY2992'TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST TURKEYFOOT ROAD) FOR
 KY2992'2.4 KM (1.5 MI) TO A CROSSROADS.  TURN LEFT AND GO SOUTH ON SOUTH
 KY2992'ARLINGTON ROAD FOR 0.6 KM (0.4 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 KY2992'AND GO WEST ON KNOLLWOOD DRIVE FOR 0.3 KM (0.2 MI) TO A CROSSROADS.
 KY2992'TURN RIGHT AND TO NORTH ON GREENFIELD ROAD FOR 0.3 KM (0.2 MI) TO A
 KY2992'CROSSROADS.  TURN LEFT AND GO WEST ON SLEEPY HOLLOW FOR 0.15 KM (0.1
 KY2992'MI) TO THE STATION ON THE LEFT.
 KY2992'
 KY2992'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---BEESE
 KY2992'1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
 KY2992'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 38.3 METERS (125.5
 KY2992'FEET) EAST-SOUTHEAST FROM A POWERLINE POLE NUMBERED 114242, 4.5
 KY2992'METERS (14.9 FEET) SOUTH FROM THE CENTER OF SLEEPY HOLLOW, 30.5
 KY2992'METERS (100.2 FEET) NORTHWEST FROM THE NORTHWEST CORNER OF A HOUSE AT
 KY2992'602 SLEEPY HOLLOW AND 3.6 METERS (12.0 FEET) WEST FROM THE CENTER OF
 KY2992'A DRIVE LEADING SOUTH TO 602 SLEEPY HOLLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1415 ***********************************************************************
 MC1415  DESIGNATION -  BEHRMAN
 MC1415  PID         -  MC1415
 MC1415  STATE/COUNTY-  OH/HENRY
 MC1415  USGS QUAD   -  MC CLURE (1971)
 MC1415
 MC1415                         *CURRENT SURVEY CONTROL
 MC1415  ___________________________________________________________________
 MC1415* NAD 83(1995)-  41 16 34.30404(N)    083 57 35.71530(W)     ADJUSTED  
 MC1415* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 MC1415  ___________________________________________________________________
 MC1415  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 MC1415  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 MC1415
 MC1415  HORZ ORDER  -  THIRD
 MC1415
 MC1415.The horizontal coordinates were established by classical geodetic methods
 MC1415.and adjusted by the National Geodetic Survey in April 1998..
 MC1415
 MC1415.The orthometric height was scaled from a topographic map.
 MC1415
 MC1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1415
 MC1415.The geoid height was determined by GEOID03.
 MC1415
 MC1415;                    North         East     Units Scale Factor Converg.
 MC1415;SPC OH N     -   179,756.281   477,695.807   MT  0.99994574   -0 57 32.7
 MC1415;UTM  17      - 4,573,644.442   252,093.679   MT  1.00035643   -1 57 13.0
 MC1415;UTM  16      - 4,573,876.580   754,620.732   MT  1.00039796   +2 00 23.7
 MC1415
 MC1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1415!SPC OH N     -   0.99997218  x   0.99994574  =   0.99991792
 MC1415!UTM  17      -   0.99997218  x   1.00035643  =   1.00032860
 MC1415!UTM  16      -   0.99997218  x   1.00039796  =   1.00037013
 MC1415
 MC1415                          SUPERSEDED SURVEY CONTROL
 MC1415
 MC1415  NAD 83(1995)-  41 16 34.31282(N)    083 57 35.72014(W) AD(       ) 3
 MC1415  NAD 83(1986)-  41 16 34.31499(N)    083 57 35.72542(W) AD(       ) 3
 MC1415  NAD 27      -  41 16 34.13400(N)    083 57 35.92700(W) AD(       ) 3
 MC1415
 MC1415.Superseded values are not recommended for survey control.
 MC1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1415.See file dsdata.txt to determine how the superseded data were derived.
 MC1415
 MC1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5209473644(NAD 83)
 MC1415_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1415_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1415_STAMPING: BEHRMAN 1947
 MC1415_MARK LOGO: CGS   
 MC1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1415+STABILITY: SURFACE MOTION
 MC1415
 MC1415  HISTORY     - Date     Condition        Report By
 MC1415  HISTORY     - 1947     MONUMENTED       CGS
 MC1415  HISTORY     - 1963     GOOD             CGS
 MC1415  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1415
 MC1415                          STATION DESCRIPTION
 MC1415
 MC1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1415'THE STATION IS LOCATED 1-1/2 MILES SOUTH AND 1 MILE WEST OF WESTHOPE
 MC1415'ON THE EAST SHOULDER
 MC1415'OF THE NS SECTION ROAD RIGHT OF WAY NEAR THE NORTHWEST
 MC1415'CORNER OF THE KATHARINA AND EMIL
 MC1415'MEYER FARM.  IT IS LOCATED APPROXIMATELY
 MC1415'8.0 M. SOUTH OF THE CENTERLINE OF THE EW 1/2
 MC1415'SECTION DRAINAGE DITCH, AND
 MC1415'14.6 M. FROM THE POINT OF INTERSECTION OF THE CENTERLINE OF THE
 MC1415'NS SECTION ROAD AND THE
 MC1415'EW 1/2 SECTION ROAD.
 MC1415'
 MC1415'STATION IS 14.3 METERS S OF THE CENTERLINE OF EW 1/2 SEC. ROAD, 4.3
 MC1415'METERS E OF THE CENTERLINE OF NS SEC. ROAD,
 MC1415'AND 1.8 METERS W OF FENCE LINE.  STATION IS 14.6 METERS (48 FEET)
 MC1415'FROM THE POINT OF INTERSECTION OF THE
 MC1415'CENTERLINE OF NS ROAD AND THE CENTERLINE OF ROAD E, IN AZIMUTH 166
 MC1415'DEG 09 MIN.
 MC1415'
 MC1415'A STANDARD DISK STAMPED BEHRMAN 1947 SET IN THE TOP OF A CONCRETE
 MC1415'POST.  THE TOP OF
 MC1415'THE POST PROTRUDES 3 INCHES ABOVE THE GROUND SURFACE.
 MC1415
 MC1415                          STATION RECOVERY (1963)
 MC1415
 MC1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1415'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1415'EXCEPTIONS--THE NORTH-SOUTH FENCE IS GONE, STATION IS 2.4 METERS
 MC1415'WEST OF A HEDGE LINE AND THE CONCRETE MONUMENT IS SURROUNDED BY A
 MC1415'CONCRETE CAMERA TARGET 8 FEET IN DIAMETER.
 MC1415
 MC1415                          STATION RECOVERY (1984)
 MC1415
 MC1415'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1415'BEHRMAN 1947 COULD NOT FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2864 ***********************************************************************
 MB2864  DESIGNATION -  BELL
 MB2864  PID         -  MB2864
 MB2864  STATE/COUNTY-  OH/CUYAHOGA
 MB2864  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB2864
 MB2864                         *CURRENT SURVEY CONTROL
 MB2864  ___________________________________________________________________
 MB2864* NAD 83(1995)-  41 29 53.09376(N)    081 41 11.48112(W)     ADJUSTED  
 MB2864* NAVD 88     -       314.     (meters)    1030.     (feet)  VERTCON   
 MB2864  ___________________________________________________________________
 MB2864  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 MB2864  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 MB2864
 MB2864  HORZ ORDER  -  FIRST
 MB2864
 MB2864.The horizontal coordinates were established by classical geodetic methods
 MB2864.and adjusted by the National Geodetic Survey in April 1998..
 MB2864
 MB2864.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2864
 MB2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2864
 MB2864.The geoid height was determined by GEOID03.
 MB2864
 MB2864;                    North         East     Units Scale Factor Converg.
 MB2864;SPC OH N     -   203,691.242   667,921.051   MT  0.99996731   +0 32 03.9
 MB2864;UTM  17      - 4,594,278.713   442,699.067   MT  0.99964041   -0 27 17.6
 MB2864
 MB2864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2864!SPC OH N     -   0.99995616  x   0.99996731  =   0.99992348
 MB2864!UTM  17      -   0.99995616  x   0.99964041  =   0.99959659
 MB2864
 MB2864:                Primary Azimuth Mark                     Grid Az
 MB2864:SPC OH N     -  HALE                                     122 01 20.8
 MB2864:UTM  17      -  HALE                                     123 00 42.3
 MB2864
 MB2864|---------------------------------------------------------------------|
 MB2864| PID    Reference Object                     Distance      Geod. Az  |
 MB2864|                                                           dddmmss.s |
 MB2864| MB2852 HALE                                APPROX. 7.8 KM 1223324.7 |
 MB2864|---------------------------------------------------------------------|
 MB2864
 MB2864                          SUPERSEDED SURVEY CONTROL
 MB2864
 MB2864  NAD 83(1995)-  41 29 53.10325(N)    081 41 11.48407(W) AD(       ) 1
 MB2864  NAD 83(1986)-  41 29 53.10434(N)    081 41 11.48793(W) AD(       ) 1
 MB2864  NAD 27      -  41 29 52.91510(N)    081 41 12.02000(W) AD(       ) 1
 MB2864  NGVD 29 (07/19/86)  314.     (m)         1030.     (f) VERT ANG       
 MB2864
 MB2864.Superseded values are not recommended for survey control.
 MB2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2864.See file dsdata.txt to determine how the superseded data were derived.
 MB2864
 MB2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4269994279(NAD 83)
 MB2864_STAMPING: BELL 1943
 MB2864_MARK LOGO: CRGS  
 MB2864
 MB2864  HISTORY     - Date     Condition        Report By
 MB2864  HISTORY     - 1943     MONUMENTED       CRGS
 MB2864  HISTORY     - 1973     SEE DESCRIPTION  USLS
 MB2864
 MB2864                          STATION DESCRIPTION
 MB2864
 MB2864'DESCRIBED BY CLEVELAND REGIONAL GEODETIC SURVEY 1943 (APR)
 MB2864'THE STATION
 MB2864'WAS ESTABLISHED BY
 MB2864'THE CLEVELAND REGIONAL GEODETIC SURVEY,
 MB2864'ON THE ROOF OF THE BELL TELEPHONE
 MB2864'COMPANY, NEAR THE CENTER OF THE
 MB2864'DOWNTOWN AREA OF THE CITY OF CLEVELAND.  IT IS
 MB2864'MARKED BY A HOLE
 MB2864'IN STEEL BEAM WHICH BRACES THE FLAGPOLE.  THE BEAM EXTENDS IN A
 MB2864'SE-NW
 MB2864'DIRECTION AND THE MARK IS 12.45 FEET (3.795 METERS) SE OF
 MB2864'FLAGPOLE.
 MB2864'
 MB2864'THIS PARTY OCCUPIED AN ECCENTRIC POINT WHICH WAS MARKED BY A
 MB2864'NAIL DRIVEN INTO
 MB2864'THE WOODEN ROOF, 7.20 FEET SW OF THE STATION,
 MB2864'AND 7.00 FEET S OF THE CENTER OF
 MB2864'THE FLAGPOLE.  THE DISTANCE FROM
 MB2864'THE ORIGINAL STATION TO THE ECCENTRIC POINT IS 7.20
 MB2864'FEET (2.191
 MB2864'METERS).
 MB2864'
 MB2864'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 MB2864
 MB2864                          STATION RECOVERY (1973)
 MB2864
 MB2864'RECOVERY NOTE BY US LAKE SURVEY 1973 (RES)
 MB2864'ORIGINAL DESCRIPTION IS SATISFACTORY WITH FOLLOWING CHANGES- WOOD
 MB2864'ROOF REPLACED WITH METAL GRATING,
 MB2864'DISTANCE FROM CENTER OF POLE TO MARK IS SLOPE DISTANCE, FLAG POLE IS
 MB2864'NOW AN ANTENNA.
 MB2864'
 MB2864'A STEEL GRATING TILE FLOOR HAS BEEN ERECTED APPROXIMATELY 12 FEET
 MB2864'ABOVE THE OLD ROOF.  IT IS POSSIBLE
 MB2864'TO OCCUPY THIS UPPER LEVEL AND PLUMB TO THE STATION.
 MB2864'
 MB2864'HOWEVER, THE FLOORING IS NOT STABLE AND OCCUPYING THIS STATION IS
 MB2864'VERY DIFFICULT.  STATION
 MB2864'AFFORDS EXCELLENT VIEW TO ALL POINTS SURROUNDING CLEVELAND.
 MB2864'ECCENTRIC OCCUPATION IS NECESSARY DUE
 MB2864'TO MICRO-WAVE RELAY ANTENNAS A TOP BUILDING.
 MB2864'
 MB2864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- (AT CLEVELAND
 MB2864'DOWNTOWN AREA.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2867 ***********************************************************************
 MB2867  DESIGNATION -  BELL 2
 MB2867  PID         -  MB2867
 MB2867  STATE/COUNTY-  OH/CUYAHOGA
 MB2867  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB2867
 MB2867                         *CURRENT SURVEY CONTROL
 MB2867  ___________________________________________________________________
 MB2867* NAD 83(1995)-  41 29 53.07384(N)    081 41 11.56867(W)     ADJUSTED  
 MB2867* NAVD 88     -       301.     (meters)     988.     (feet)  VERTCON   
 MB2867  ___________________________________________________________________
 MB2867  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 MB2867  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 MB2867
 MB2867  HORZ ORDER  -  SECOND
 MB2867
 MB2867.The horizontal coordinates were established by classical geodetic methods
 MB2867.and adjusted by the National Geodetic Survey in April 1998..
 MB2867
 MB2867.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2867
 MB2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2867
 MB2867.The geoid height was determined by GEOID03.
 MB2867
 MB2867;                    North         East     Units Scale Factor Converg.
 MB2867;SPC OH N     -   203,690.608   667,919.026   MT  0.99996731   +0 32 03.8
 MB2867;UTM  17      - 4,594,278.114   442,697.032   MT  0.99964041   -0 27 17.7
 MB2867
 MB2867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2867!SPC OH N     -   0.99995820  x   0.99996731  =   0.99992551
 MB2867!UTM  17      -   0.99995820  x   0.99964041  =   0.99959863
 MB2867
 MB2867|---------------------------------------------------------------------|
 MB2867| PID    Reference Object                     Distance      Geod. Az  |
 MB2867|                                                           dddmmss.s |
 MB2867| MB2868 BELL 2 ECC                            0.284 METERS 23336     |
 MB2867| MB2945 MARWOOD AMC                         APPROX. 9.4 KM 2613502.7 |
 MB2867| MB2866 CLEVELAND TERMINAL TOWER            APPROX. 0.6 KM 2721721.5 |
 MB2867|---------------------------------------------------------------------|
 MB2867
 MB2867                          SUPERSEDED SURVEY CONTROL
 MB2867
 MB2867  NAD 83(1995)-  41 29 53.08346(N)    081 41 11.57105(W) AD(       ) 2
 MB2867  NAD 83(1986)-  41 29 53.08430(N)    081 41 11.57603(W) AD(       ) 2
 MB2867  NAD 27      -  41 29 52.89540(N)    081 41 12.10667(W) AD(       ) 2
 MB2867  NGVD 29 (07/19/86)  301.     (m)          988.     (f) VERT ANG       
 MB2867
 MB2867.Superseded values are not recommended for survey control.
 MB2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2867.See file dsdata.txt to determine how the superseded data were derived.
 MB2867
 MB2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4269794278(NAD 83)
 MB2867_MARKER: DS = TRIANGULATION STATION DISK
 MB2867_SETTING: 0 = UNSPECIFIED SETTING
 MB2867_STAMPING: BELL 2 1973-1976 LSC
 MB2867_MARK LOGO: NGS   
 MB2867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2867
 MB2867  HISTORY     - Date     Condition        Report By
 MB2867  HISTORY     - 1976     MONUMENTED       NOSAMC
 MB2867
 MB2867                          STATION DESCRIPTION
 MB2867
 MB2867'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1976 (RES)
 MB2867'THE STATION IS LOCATED ON TOP OF THE OHIO BELL TELEPHONE
 MB2867'COMPANY BUILDING AT 750 HURON STREET, CLEVELAND, OHIO.  STATION
 MB2867'BELL CRGS 1943 WAS RECOVERED BUT IS NOT USABLE DUE TO VARIOUS
 MB2867'PERMANENT BUILDING ADDITIONS.  BELL 2 WAS SET TO AVOID
 MB2867'ECCENTRIC OBSERVATIONS EVERY TIME THE ORIGINAL STATION WAS TO
 MB2867'BE OCCUPIED.
 MB2867'
 MB2867'TO REACH THE STATION FROM THE JUNCTION OF EAST 9TH STREET
 MB2867'AND U.S. HIGHWAY 6 IN THE NORTH EDGE OF CLEVELAND, GO SOUTH
 MB2867'ON EAST 9TH STREET FOR 0.7 MILE TO A CROSS STREET, TURN
 MB2867'RIGHT AND GO WEST ON HURON STREET FOR 0.1 MILE TO THE BELL
 MB2867'BUILDING ON THE LEFT.
 MB2867'
 MB2867'THE STATION MARK IS A STANDARD DISK STAMPED BELL 2, 1973-1976
 MB2867'LSC.  THE MARK IS CEMENTED INTO A DRILL HOLE IN A CONCRETE BEAM
 MB2867'FLUSH WITH THE SURFACE OF THE BEAM.  IT IS 16.5 FEET EAST OF THE
 MB2867'WEST OUTSIDE WALL, 11.3 FEET SOUTH OF A WALKWAY GUARD RAIL (THE
 MB2867'SOUTH ONE OF TWO), 10.9 FEET NE OF THE APPROXIMATE CENTER OF THE
 MB2867'STAIRWELL, 6.9 FEET EAST OF A GUARD RAIL, AND 4.4 FEET SE OF A
 MB2867'LARGE MAST.
 MB2867'
 MB2867'PERMISSION WAS OBTAINED FROM THE HEAD OF THE MAINTENANCE
 MB2867'DEPARTMENT OF THIS BUILDING.
 MB2867'
 MB2867'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1754 ***********************************************************************
 MD1754  DESIGNATION -  BELL TEL MICROWAVE NE HOLGATE
 MD1754  PID         -  MD1754
 MD1754  STATE/COUNTY-  OH/HENRY
 MD1754  USGS QUAD   -  MALINTA (1971)
 MD1754
 MD1754                         *CURRENT SURVEY CONTROL
 MD1754  ___________________________________________________________________
 MD1754* NAD 83(1995)-  41 17 01.16669(N)    084 03 06.90706(W)     ADJUSTED  
 MD1754* NAVD 88     -                                                        
 MD1754  ___________________________________________________________________
 MD1754  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 MD1754  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 MD1754
 MD1754  HORZ ORDER  -  THIRD
 MD1754
 MD1754.The horizontal coordinates were established by classical geodetic methods
 MD1754.and adjusted by the National Geodetic Survey in April 1998..
 MD1754
 MD1754
 MD1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1754
 MD1754.The geoid height was determined by GEOID03.
 MD1754
 MD1754;                    North         East     Units Scale Factor Converg.
 MD1754;SPC OH N     -   180,717.888   470,004.276   MT  0.99994622   -1 01 10.3
 MD1754;UTM  16      - 4,574,439.201   746,886.442   MT  1.00035021   +1 56 45.9
 MD1754;UTM  17      - 4,574,739.924   244,416.672   MT  1.00040400   -2 00 52.9
 MD1754
 MD1754                          SUPERSEDED SURVEY CONTROL
 MD1754
 MD1754  NAD 83(1995)-  41 17 01.17569(N)    084 03 06.92349(W) AD(       ) 4
 MD1754  NAD 83(1986)-  41 17 01.17705(N)    084 03 06.92103(W) AD(       ) 4
 MD1754  NAD 27      -  41 17 00.99200(N)    084 03 07.12900(W) AD(       ) 3
 MD1754
 MD1754.Superseded values are not recommended for survey control.
 MD1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1754.See file dsdata.txt to determine how the superseded data were derived.
 MD1754
 MD1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4688674439(NAD 83)
 MD1754
 MD1754  HISTORY     - Date     Condition        Report By
 MD1754  HISTORY     - 1963     MONUMENTED       CGS
 MD1754
 MD1754                          STATION DESCRIPTION
 MD1754
 MD1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD1754'THE STATION IS THE LIGHT AT THE TOP OF THE TOWER, LOCATED ON
 MD1754'THE NORTH SIDE OF
 MD1754'STATE HIGHWAY 281, ABOUT 5 MILES NORTHEAST OF THE CITY OF HOLGATE,
 MD1754'AND IS OWNED AND OPERATED BY THE BELL
 MD1754'TELEPHONE COMPANY.  IT IS A 4 LEGGED STEEL STRUCTURE
 MD1754'PAINTED IN ALTERNATE SECTIONS WITH INTERNATIONAL
 MD1754'ORANGE AND WHITE, AND HAS SEVERAL
 MD1754'MICRO-DISK AT THE TOP.  THE OVERALL HEIGHT IS 320 FEET.
 MD1754'
 MD1754'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 108 AND 115 IN THE CITY
 MD1754'OF HOLGATE, GO NORTH ON STATE
 MD1754'HIGHWAY 108 FOR 2.45 MILES TO THE JUNCTION WITH STATE HIGHWAY 281.
 MD1754'TURN RIGHT AND GO EAST ON STATE
 MD1754'HIGHWAY 281 FOR 1.95 MILES TO THE STATION ON THE LEFT AT THE
 MD1754'NORTH SIDE OF A CONCRETE BLOCK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1789 ***********************************************************************
 MD1789  DESIGNATION -  BELL TEL MICROWAVE NW PAULDING
 MD1789  PID         -  MD1789
 MD1789  STATE/COUNTY-  OH/PAULDING
 MD1789  USGS QUAD   -  ANTWERP (1973)
 MD1789
 MD1789                         *CURRENT SURVEY CONTROL
 MD1789  ___________________________________________________________________
 MD1789* NAD 83(1995)-  41 10 43.62795(N)    084 37 37.62270(W)     ADJUSTED  
 MD1789* NAVD 88     -                                                        
 MD1789  ___________________________________________________________________
 MD1789  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 MD1789  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MD1789
 MD1789  HORZ ORDER  -  THIRD
 MD1789
 MD1789.The horizontal coordinates were established by classical geodetic methods
 MD1789.and adjusted by the National Geodetic Survey in April 1998..
 MD1789
 MD1789
 MD1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1789
 MD1789.The geoid height was determined by GEOID03.
 MD1789
 MD1789;                    North         East     Units Scale Factor Converg.
 MD1789;SPC OH N     -   170,091.318   421,547.269   MT  0.99994101   -1 23 50.7
 MD1789;UTM  16      - 4,561,318.660   699,030.511   MT  1.00008755   +1 33 46.2
 MD1789
 MD1789                          SUPERSEDED SURVEY CONTROL
 MD1789
 MD1789  NAD 83(1986)-  41 10 43.63103(N)    084 37 37.63738(W) AD(       ) 4
 MD1789  NAD 27      -  41 10 43.45000(N)    084 37 37.80600(W) AD(       ) 3
 MD1789
 MD1789.Superseded values are not recommended for survey control.
 MD1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1789.See file dsdata.txt to determine how the superseded data were derived.
 MD1789
 MD1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL9903161319(NAD 83)
 MD1789_MARKER: 45 = MICROWAVE TOWER
 MD1789
 MD1789  HISTORY     - Date     Condition        Report By
 MD1789  HISTORY     - 1963     FIRST OBSERVED   CGS
 MD1789  HISTORY     - 1985     GOOD             USPSQD
 MD1789
 MD1789                          STATION DESCRIPTION
 MD1789
 MD1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD1789'THE STATION IS THE LIGHT AT THE TOP OF THE TOWER, LOCATED ON
 MD1789'THE SOUTH SIDE OF
 MD1789'COUNTY ROAD 176, ABOUT 3-1/2 MILES NORTHWEST OF THE CITY OF PAULDING.
 MD1789'IT IS A 4 LEGGED STEEL STRUCTURE
 MD1789'PAINTED IN ALTERNATE SECTIONS WITH INTERNATIONAL ORANGE
 MD1789'AND WHITE, AND HAS SEVERAL MICRO-DISK AT THE TOP.
 MD1789'THE OVERALL HEIGHT IS 320 FEET.
 MD1789'
 MD1789'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND 127 ABOUT 7 MILES
 MD1789'NORTH OF THE CITY OF PAULDING,
 MD1789'GO SOUTH ON U.S. HIGHWAY 127 FOR 3.55 MILES TO A CROSSROAD.  TURN
 MD1789'RIGHT AND GO WEST ON COUNTY ROAD 176
 MD1789'FOR 1.5 MILES TO A CROSSROAD.  CONTINUE WEST ON
 MD1789'COUNTY ROAD 176 FOR 0.75 MILE TO THE STATION ON THE
 MD1789'LEFT AT THE SOUTH SIDE OF A CONCRETE
 MD1789'BLOCK BUILDING.
 MD1789'
 MD1789'THE TOWER IS OWNED AND OPERATED BY THE BELL TELEPHONE COMPANY.
 MD1789
 MD1789                          STATION RECOVERY (1985)
 MD1789
 MD1789'RECOVERY NOTE BY US POWER SQUADRON 1985 (MP)
 MD1789'MICRO TOWER FOUND OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1986 ***********************************************************************
 JX1986  DESIGNATION -  BELLAIRE
 JX1986  PID         -  JX1986
 JX1986  STATE/COUNTY-  OH/BELMONT
 JX1986  USGS QUAD   -  MOUNDSVILLE (1997)
 JX1986
 JX1986                         *CURRENT SURVEY CONTROL
 JX1986  ___________________________________________________________________
 JX1986* NAD 83(1995)-  39 59 12.38800(N)    080 44 50.52189(W)     ADJUSTED  
 JX1986* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 JX1986  ___________________________________________________________________
 JX1986  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 JX1986  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JX1986
 JX1986  HORZ ORDER  -  THIRD
 JX1986
 JX1986.The horizontal coordinates were established by classical geodetic methods
 JX1986.and adjusted by the National Geodetic Survey in April 1998..
 JX1986
 JX1986.The orthometric height was scaled from a topographic map.
 JX1986
 JX1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1986
 JX1986.The geoid height was determined by GEOID03.
 JX1986
 JX1986;                    North         East     Units Scale Factor Converg.
 JX1986;SPC OH S     -   222,017.101   749,682.218   MT  0.99999112   +1 06 43.5
 JX1986;SPC WV N     -   165,799.960   493,469.586   MT  0.99996053   -0 47 43.9
 JX1986;UTM  17      - 4,426,319.870   521,568.833   MT  0.99960573   +0 09 44.4
 JX1986
 JX1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1986!SPC OH S     -   0.99994824  x   0.99999112  =   0.99993936
 JX1986!SPC WV N     -   0.99994824  x   0.99996053  =   0.99990877
 JX1986!UTM  17      -   0.99994824  x   0.99960573  =   0.99955399
 JX1986
 JX1986|---------------------------------------------------------------------|
 JX1986| PID    Reference Object                     Distance      Geod. Az  |
 JX1986|                                                           dddmmss.s |
 JX1986| CX3229 BELLAIRE RM 1                        17.064 METERS 17226     |
 JX1986| CX3228 BELLAIRE AZ MK                                     2443044.7 |
 JX1986| CX3230 BELLAIRE RM 2                        16.002 METERS 30116     |
 JX1986| KY3212 BELLAIRE RADIO STA KQA 942 TWR      APPROX. 5.1 KM 3372326.3 |
 JX1986| KY3211 BELLAIRE RADIO STA WOMP TOWER       APPROX. 5.8 KM 3394127.5 |
 JX1986| KY3213 BRIDGEPORT RAD STA KQE 49 TWR       APPROX. 7.5 KM 3522304.4 |
 JX1986|---------------------------------------------------------------------|
 JX1986
 JX1986                          SUPERSEDED SURVEY CONTROL
 JX1986
 JX1986  NAD 83(1986)-  39 59 12.39701(N)    080 44 50.52945(W) AD(       ) 3
 JX1986  NAD 27      -  39 59 12.13190(N)    080 44 51.23890(W) AD(       ) 3
 JX1986
 JX1986.Superseded values are not recommended for survey control.
 JX1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1986.See file dsdata.txt to determine how the superseded data were derived.
 JX1986
 JX1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2156926320(NAD 83)
 JX1986_MARKER: DS = TRIANGULATION STATION DISK
 JX1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1986
 JX1986  HISTORY     - Date     Condition        Report By
 JX1986  HISTORY     - 1963     MONUMENTED       CGS
 JX1986
 JX1986                          STATION DESCRIPTION
 JX1986
 JX1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1986'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF BELLAIRE, ABOUT 1 MILE
 JX1986'NORTH OF SHADYSIDE, ON THE
 JX1986'SUMMIT OF A LOW HILL, AND ON THE PROPERTY OF MR. JOHN OKANE.  IT IS
 JX1986'66 FEET EAST OF THE NORTHEAST CORNER
 JX1986'OF A SMALL CONCRETE BLOCK BUILDING, 56 FEET SOUTHEAST
 JX1986'OF A POWER POLE, 45 FEET NORTHEAST OF A POWER POLE, 43
 JX1986'FEET NORTH OF THE EAST GUY
 JX1986'OF A MICRO-WAVE MAST, AND 2 FEET SOUTHWEST OF A WITNESS POST.  THE
 JX1986'MONUMENT IS FLUSH AND THE DISK
 JX1986'IS STAMPED BELLAIRE 1963.
 JX1986'
 JX1986'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 7 AND 214 IN
 JX1986'BELLAIRE, GO EAST AND SOUTH
 JX1986'ON STATE HIGHWAY 7 FOR 0.7 MILE TO A SIDE ROAD RIGHT (STATE HIGHWAY
 JX1986'147).  CONTINUE SOUTH ON HIGHWAY
 JX1986'7 FOR 0.9 MILE TO A TRAFFIC CAUTION LIGHT.  CONTINUE SOUTH
 JX1986'ON HIGHWAY 7 FOR 0.7 MILE TO A SIDE ROAD
 JX1986'RIGHT.  TURN RIGHT AND GO WESTERLY ON COUNTY
 JX1986'ROAD 46 FOR 0.6 MILE UPHILL TO A SIDE ROAD RIGHT, AT THE
 JX1986'HOME OF MR. OKANE ON THE
 JX1986'RIGHT. TURN RIGHT AND GO NORTH-NORTHWEST ON A GRAVELED ROAD FOR
 JX1986'0.25 MILE TO A SIDE ROAD RIGHT.
 JX1986'TURN RIGHT AND GO NORTHEAST UPHILL FOR 0.15 MILE TO THE TOP OF THE
 JX1986'HILL, THE MICRO-WAVE MAST ON THE
 JX1986'LEFT AND THE STATION ON THE RIGHT.
 JX1986'
 JX1986'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WESTERLY ON COUNTY
 JX1986'ROAD 46 FOR 0.5 MILE TO A
 JX1986'DRIVEWAY ON THE RIGHT, JUST AFTER MAKING A SHARP CURVE TO THE RIGHT.
 JX1986'TURN SHARP RIGHT AND GO NORTH ON
 JX1986'THE DRIVEWAY FOR ABOUT 150 FEET TO THE AZIMUTH MARK
 JX1986'ON THE RIGHT IN THE EAST EDGE OF THE DRIVEWAY.
 JX1986'
 JX1986'REFERENCE MARK 1 IS 85 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JX1986'SMALL CONCRETE BLOCK BUILDING,
 JX1986'48 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 24 FEET EAST OF
 JX1986'THE POWER POLE, AND 8 FEET SOUTH
 JX1986'OF THE EAST GUY OF THE MICRO- WAVE TOWER.  THE MONUMENT
 JX1986'IS FLUSH AND THE DISK IS STAMPED BELLAIRE NO 1
 JX1986'1963.
 JX1986'
 JX1986'REFERENCE MARK 2 IS 38 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 JX1986'OF THE SMALL CONCRETE
 JX1986'BLOCK BUILDING, 57 FEET WEST-NORTHWEST OF THE WITNESS POST, AND 2
 JX1986'FEET SOUTH OF THE POWER POLE.  THE
 JX1986'MONUMENT IS FLUSH AND THE DISK IS STAMPED BELLAIRE NO 2
 JX1986'1963.
 JX1986'
 JX1986'THE AZIMUTH MARK IS 39 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JX1986'FRAME HOUSE, 33 FEET
 JX1986'NORTHWEST OF A POWER POLE, AND 8 FEET EAST OF THE CENTERLINE OF A
 JX1986'DRIVEWAY.  THE MONUMENT IS FLUSH
 JX1986'AND THE DISK IS STAMPED BELLAIRE 1963.
 JX1986'
 JX1986'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1983 ***********************************************************************
 JX1983  DESIGNATION -  BELLAIRE RAD STA KQK 94 MAST
 JX1983  PID         -  JX1983
 JX1983  STATE/COUNTY-  OH/BELMONT
 JX1983  USGS QUAD   -  MOUNDSVILLE (1997)
 JX1983
 JX1983                         *CURRENT SURVEY CONTROL
 JX1983  ___________________________________________________________________
 JX1983* NAD 83(1995)-  39 59 12.32979(N)    080 44 51.60624(W)     ADJUSTED  
 JX1983* NAVD 88     -                                                        
 JX1983  ___________________________________________________________________
 JX1983  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 JX1983  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JX1983
 JX1983  HORZ ORDER  -  THIRD
 JX1983
 JX1983.The horizontal coordinates were established by classical geodetic methods
 JX1983.and adjusted by the National Geodetic Survey in April 1998..
 JX1983
 JX1983
 JX1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1983
 JX1983.The geoid height was determined by GEOID03.
 JX1983
 JX1983;                    North         East     Units Scale Factor Converg.
 JX1983;SPC OH S     -   222,014.807   749,656.531   MT  0.99999112   +1 06 42.8
 JX1983;SPC WV N     -   165,798.522   493,443.838   MT  0.99996052   -0 47 44.6
 JX1983;UTM  17      - 4,426,318.003   521,543.122   MT  0.99960571   +0 09 43.7
 JX1983
 JX1983                          SUPERSEDED SURVEY CONTROL
 JX1983
 JX1983  NAD 83(1986)-  39 59 12.33908(N)    080 44 51.61384(W) AD(       ) 4
 JX1983  NAD 27      -  39 59 12.07400(N)    080 44 52.32300(W) AD(       ) 3
 JX1983
 JX1983.Superseded values are not recommended for survey control.
 JX1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1983.See file dsdata.txt to determine how the superseded data were derived.
 JX1983
 JX1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE2154326318(NAD 83)
 JX1983_MARKER: 42 = RADIO/TV MAST
 JX1983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1983+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2004
 JX1983
 JX1983  HISTORY     - Date     Condition        Report By
 JX1983  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1983  HISTORY     - 20040523 GOOD             USPSQD
 JX1983
 JX1983                          STATION DESCRIPTION
 JX1983
 JX1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1983'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ABOUT
 JX1983'2 MILES SOUTH OF
 JX1983'BELLAIRE, ABOUT 1 MILE NORTH OF SHADYSIDE, ON THE SUMMIT OF A LOW
 JX1983'HILL, AND ON THE PROPERTY OF MR. JOHN
 JX1983'OKANE.  IT IS A GUYED STEEL POLE PAINTED SILVER, WITH
 JX1983'A LARGE SQUARE SHAPED REFLECTOR AT THE TOP.  THE
 JX1983'MAST IS OWNED AND OPERATED BY THE HIGH
 JX1983'POWER ELECTRIC CO., OF BELLAIRE.  THE OVERALL HEIGHT IS 80 FEET.
 JX1983'
 JX1983'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 7 AND 214 IN
 JX1983'BELLAIRE, GO EAST AND SOUTH ON
 JX1983'STATE HIGHWAY 7 FOR 0.7 MILE TO A SIDE ROAD RIGHT (STATE HIGHWAY
 JX1983'147).  CONTINUE SOUTH ON HIGHWAY 7 FOR
 JX1983'0.9 MILE TO A TRAFFIC CAUTION LIGHT.  CONTINUE SOUTH ON HIGHWAY 7
 JX1983'FOR 0.7 MILE TO A SIDE ROAD RIGHT.  TURN
 JX1983'RIGHT AND GO WESTERLY ON COUNTY ROAD 46 FOR 0.6
 JX1983'MILE UPHILL TO A SIDE ROAD RIGHT, AT THE HOME OF MR. OKANE
 JX1983'ON THE RIGHT.  TURN RIGHT AND GO
 JX1983'NORTH-NORTHWEST ON GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT.
 JX1983'TURN RIGHT AND GO NORTHEAST UPHILL
 JX1983'FOR 0.15 MILE TO THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 JX1983
 JX1983                          STATION RECOVERY (2004)
 JX1983
 JX1983'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 JX1983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3211 ***********************************************************************
 KY3211  DESIGNATION -  BELLAIRE RADIO STA WOMP TOWER
 KY3211  PID         -  KY3211
 KY3211  STATE/COUNTY-  OH/BELMONT
 KY3211  USGS QUAD   -  LANSING (1994)
 KY3211
 KY3211                         *CURRENT SURVEY CONTROL
 KY3211  ___________________________________________________________________
 KY3211* NAD 83(1995)-  40 02 09.25726(N)    080 46 15.68306(W)     ADJUSTED  
 KY3211* NAVD 88     -                                                        
 KY3211  ___________________________________________________________________
 KY3211  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 KY3211  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY3211
 KY3211  HORZ ORDER  -  THIRD
 KY3211
 KY3211.The horizontal coordinates were established by classical geodetic methods
 KY3211.and adjusted by the National Geodetic Survey in April 1998..
 KY3211
 KY3211
 KY3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3211
 KY3211.The geoid height was determined by GEOID03.
 KY3211
 KY3211;                    North         East     Units Scale Factor Converg.
 KY3211;SPC OH S     -   227,432.310   747,557.708   MT  1.00000051   +1 05 49.5
 KY3211;SPC WV N     -   171,282.712   491,526.582   MT  0.99996629   -0 48 38.2
 KY3211;UTM  17      - 4,431,767.422   519,535.170   MT  0.99960470   +0 08 50.3
 KY3211
 KY3211                          SUPERSEDED SURVEY CONTROL
 KY3211
 KY3211  NAD 83(1986)-  40 02 09.26588(N)    080 46 15.69055(W) AD(       ) 4
 KY3211  NAD 27      -  40 02 08.99800(N)    080 46 16.39800(W) AD(       ) 3
 KY3211
 KY3211.Superseded values are not recommended for survey control.
 KY3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3211.See file dsdata.txt to determine how the superseded data were derived.
 KY3211
 KY3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE1953531767(NAD 83)
 KY3211_MARKER: 43 = RADIO/TV TOWER
 KY3211
 KY3211  HISTORY     - Date     Condition        Report By
 KY3211  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3211
 KY3211                          STATION DESCRIPTION
 KY3211
 KY3211'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3211'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE TOWER
 KY3211'LOCATED ABOUT 2-1/4 MILES NORTHWEST OF BELLAIRE.  IT IS A 3 LEGGED
 KY3211'SELF SUPPORTED STEEL TOWER WITH THE LEGS BEING
 KY3211'ABOUT 12 FEET APART AT THE BOTTOM BUT TAPERING TO A POLE LIKE MAST
 KY3211'NEAR THE TOP.  IT IS PAINTED IN ALTERNATE SECTIONS OF RED AND
 KY3211'WHITE AND IS 290 FEET HIGH.  IT IS OWNED BY BELMONT BROADCASTING INC.
 KY3211'
 KY3211'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 214 IN
 KY3211'BELLAIRE GO WEST-NORTHWEST ON HIGHWAY 214 FOR 2.45 MILES TO THE
 KY3211'TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3212 ***********************************************************************
 KY3212  DESIGNATION -  BELLAIRE RADIO STA KQA 942 TWR
 KY3212  PID         -  KY3212
 KY3212  STATE/COUNTY-  OH/BELMONT
 KY3212  USGS QUAD   -  LANSING (1994)
 KY3212
 KY3212                         *CURRENT SURVEY CONTROL
 KY3212  ___________________________________________________________________
 KY3212* NAD 83(1995)-  40 01 45.46857(N)    080 46 13.45461(W)     ADJUSTED  
 KY3212* NAVD 88     -                                                        
 KY3212  ___________________________________________________________________
 KY3212  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KY3212  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY3212
 KY3212  HORZ ORDER  -  THIRD
 KY3212
 KY3212.The horizontal coordinates were established by classical geodetic methods
 KY3212.and adjusted by the National Geodetic Survey in April 1998..
 KY3212
 KY3212
 KY3212.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3212
 KY3212.The geoid height was determined by GEOID03.
 KY3212
 KY3212;                    North         East     Units Scale Factor Converg.
 KY3212;SPC OH S     -   226,699.739   747,624.584   MT  0.99999920   +1 05 50.9
 KY3212;SPC WV N     -   170,548.346   491,569.033   MT  0.99996547   -0 48 36.8
 KY3212;UTM  17      - 4,431,034.133   519,589.872   MT  0.99960472   +0 08 51.6
 KY3212
 KY3212                          SUPERSEDED SURVEY CONTROL
 KY3212
 KY3212  NAD 83(1986)-  40 01 45.47756(N)    080 46 13.46222(W) AD(       ) 4
 KY3212  NAD 27      -  40 01 45.20900(N)    080 46 14.16900(W) AD(       ) 3
 KY3212
 KY3212.Superseded values are not recommended for survey control.
 KY3212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3212.See file dsdata.txt to determine how the superseded data were derived.
 KY3212
 KY3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE1959031034(NAD 83)
 KY3212_MARKER: 43 = RADIO/TV TOWER
 KY3212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3212+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2004
 KY3212
 KY3212  HISTORY     - Date     Condition        Report By
 KY3212  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3212  HISTORY     - 20040523 GOOD             USPSQD
 KY3212
 KY3212                          STATION DESCRIPTION
 KY3212
 KY3212'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3212'THE STATION IS THE CENTER OF THE TOP OF THE TOWER LOCATED ABOUT 2
 KY3212'MILES NORTHWEST OF BELLAIRE.  IT IS A 4 LEGGED SELF SUPPORTED
 KY3212'STEEL TOWER, THE LEGS ARE ABOUT 14 FEET APART AT THE BOTTOM
 KY3212'BUT TAPERS TO A SLIM MAST AT THE TOP WITH A POLE LIKE ANTENNA AT
 KY3212'THE TOP.  IT IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND
 KY3212'THE OVERALL HEIGHT IS 176 FEET.  IT IS OWNED AND OPERATED BY THE
 KY3212'HIGH POWER ELECTRIC CO.
 KY3212'
 KY3212'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 214 IN
 KY3212'BELLAIRE, GO WEST-NORTHWEST ON HIGHWAY 214 FOR 2.0 MILES TO A SIDE
 KY3212'ROAD LEFT.  TURN LEFT AND GO SOUTHWEST ON A GRAVELED ROAD FOR 0.2
 KY3212'MILE TO THE TOP OF A HILL AND THE TOWER.
 KY3212
 KY3212                          STATION RECOVERY (2004)
 KY3212
 KY3212'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 KY3212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1644 ***********************************************************************
 KZ1644  DESIGNATION -  BELLEFONTAINE
 KZ1644  PID         -  KZ1644
 KZ1644  STATE/COUNTY-  OH/LOGAN
 KZ1644  USGS QUAD   -  BELLEFONTAINE (1988)
 KZ1644
 KZ1644                         *CURRENT SURVEY CONTROL
 KZ1644  ___________________________________________________________________
 KZ1644* NAD 83(1986)-  40 21 42.     (N)    083 45 50.     (W)     SCALED    
 KZ1644* NAVD 88     -       373.674  (meters)    1225.96   (feet)  ADJUSTED  
 KZ1644  ___________________________________________________________________
 KZ1644  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KZ1644  DYNAMIC HT  -         373.476 (meters)    1225.31  (feet)  COMP
 KZ1644  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 KZ1644
 KZ1644  VERT ORDER  -  SECOND    CLASS 0
 KZ1644
 KZ1644.The horizontal coordinates were scaled from a topographic map and have
 KZ1644.an estimated accuracy of +/- 6 seconds.
 KZ1644
 KZ1644.The orthometric height was determined by differential leveling
 KZ1644.and adjusted by the National Geodetic Survey in June 1991..
 KZ1644
 KZ1644.The geoid height was determined by GEOID03.
 KZ1644
 KZ1644.The dynamic height is computed by dividing the NAVD 88
 KZ1644.geopotential number by the normal gravity value computed on the
 KZ1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1644.degrees latitude (g = 980.6199 gals.).
 KZ1644
 KZ1644.The modeled gravity was interpolated from observed gravity values.
 KZ1644
 KZ1644;                    North         East    Units  Estimated Accuracy
 KZ1644;SPC OH N     -    77,960.      492,650.      MT  (+/- 180 meters Scaled)
 KZ1644
 KZ1644                          SUPERSEDED SURVEY CONTROL
 KZ1644
 KZ1644  NGVD 29 (??/??/92)  373.880  (m)         1226.64   (f) ADJ UNCH    2 0
 KZ1644
 KZ1644.Superseded values are not recommended for survey control.
 KZ1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1644.See file dsdata.txt to determine how the superseded data were derived.
 KZ1644
 KZ1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE653715(NAD 83)
 KZ1644_MARKER: DB = BENCH MARK DISK
 KZ1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1644_STAMPING: BELLEFONTANE 1934
 KZ1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1644+STABILITY: SURFACE MOTION
 KZ1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1644+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 KZ1644
 KZ1644  HISTORY     - Date     Condition        Report By
 KZ1644  HISTORY     - 1934     MONUMENTED       CGS
 KZ1644  HISTORY     - 1936     GOOD             NGS
 KZ1644  HISTORY     - 1963     POOR             NGS
 KZ1644  HISTORY     - 20060305 GOOD             GEOCAC
 KZ1644
 KZ1644                          STATION DESCRIPTION
 KZ1644
 KZ1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1644'AT BELLEFONTAINE.
 KZ1644'AT BELLEFONTAINE, AT THE WEST CORNER OF THE INTERSECTION OF
 KZ1644'COLUMBUS AND GARFIELD AVENUES, 4.2 FEET SOUTH OF THE SOUTH CURB
 KZ1644'OF GARFIELD AVENUE, 4.1 FEET NORTH OF THE NORTH CURB OF COLUMBUS
 KZ1644'AVENUE, AND 51 FEET EAST OF THE CLEVELAND, CINCINNATI, CHICAGO
 KZ1644'AND ST. LOUIS RAILWAY TRACKS.  A STANDARD DISK, STAMPED BELLEFONTAINE
 KZ1644'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KZ1644
 KZ1644                          STATION RECOVERY (1963)
 KZ1644
 KZ1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KZ1644'MARK RECOVERED IN POOR CONDITION.
 KZ1644
 KZ1644                          STATION RECOVERY (2006)
 KZ1644
 KZ1644'RECOVERY NOTE BY GEOCACHING 2006 (DMS)
 KZ1644'DISK IS SCARRED BUT READABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2092 ***********************************************************************
 KZ2092  DESIGNATION -  BELLEFONTAINE METHODIST CHURCH
 KZ2092  PID         -  KZ2092
 KZ2092  STATE/COUNTY-  OH/LOGAN
 KZ2092  USGS QUAD   -  BELLEFONTAINE (1988)
 KZ2092
 KZ2092                         *CURRENT SURVEY CONTROL
 KZ2092  ___________________________________________________________________
 KZ2092* NAD 83(1995)-  40 21 46.31238(N)    083 45 35.46974(W)     ADJUSTED  
 KZ2092* NAVD 88     -                                                        
 KZ2092  ___________________________________________________________________
 KZ2092  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 KZ2092  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KZ2092
 KZ2092  HORZ ORDER  -  THIRD
 KZ2092
 KZ2092.The horizontal coordinates were established by classical geodetic methods
 KZ2092.and adjusted by the National Geodetic Survey in April 1998..
 KZ2092
 KZ2092
 KZ2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2092
 KZ2092.The geoid height was determined by GEOID03.
 KZ2092
 KZ2092;                    North         East     Units Scale Factor Converg.
 KZ2092;SPC OH N     -    78,083.886   492,990.144   MT  1.00001425   -0 49 39.6
 KZ2092;SPC OH S     -   263,072.669   492,982.659   MT  1.00008186   -0 47 57.8
 KZ2092;UTM  17      - 4,471,689.631   265,656.739   MT  1.00027606   -1 47 17.4
 KZ2092
 KZ2092                          SUPERSEDED SURVEY CONTROL
 KZ2092
 KZ2092  NAD 83(1986)-  40 21 46.32187(N)    083 45 35.47998(W) AD(       ) 4
 KZ2092  NAD 27      -  40 21 46.14000(N)    083 45 35.71000(W) AD(       ) 3
 KZ2092
 KZ2092.Superseded values are not recommended for survey control.
 KZ2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2092.See file dsdata.txt to determine how the superseded data were derived.
 KZ2092
 KZ2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6565771690(NAD 83)
 KZ2092_MARKER: 90 = CHURCH SPIRE
 KZ2092
 KZ2092  HISTORY     - Date     Condition        Report By
 KZ2092  HISTORY     - 1943     FIRST OBSERVED   CGS
 KZ2092  HISTORY     - 1988     GOOD             LOCENG
 KZ2092
 KZ2092                          STATION DESCRIPTION
 KZ2092
 KZ2092'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2091 ***********************************************************************
 KZ2091  DESIGNATION -  BELLEFONTAINE NYC RR YARDS STK
 KZ2091  PID         -  KZ2091
 KZ2091  STATE/COUNTY-  OH/LOGAN
 KZ2091  USGS QUAD   -  BELLEFONTAINE (1988)
 KZ2091
 KZ2091                         *CURRENT SURVEY CONTROL
 KZ2091  ___________________________________________________________________
 KZ2091* NAD 83(1995)-  40 22 17.84139(N)    083 46 00.55487(W)     ADJUSTED  
 KZ2091* NAVD 88     -                                                        
 KZ2091  ___________________________________________________________________
 KZ2091  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 KZ2091  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KZ2091
 KZ2091  HORZ ORDER  -  THIRD
 KZ2091
 KZ2091.The horizontal coordinates were established by classical geodetic methods
 KZ2091.and adjusted by the National Geodetic Survey in April 1998..
 KZ2091
 KZ2091
 KZ2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2091
 KZ2091.The geoid height was determined by GEOID03.
 KZ2091
 KZ2091;                    North         East     Units Scale Factor Converg.
 KZ2091;SPC OH N     -    79,064.879   492,412.453   MT  1.00001239   -0 49 56.1
 KZ2091;SPC OH S     -   264,053.445   492,404.443   MT  1.00008449   -0 48 13.8
 KZ2091;UTM  17      - 4,472,680.434   265,095.427   MT  1.00027930   -1 47 34.8
 KZ2091
 KZ2091                          SUPERSEDED SURVEY CONTROL
 KZ2091
 KZ2091  NAD 83(1986)-  40 22 17.85087(N)    083 46 00.56525(W) AD(       ) 4
 KZ2091  NAD 27      -  40 22 17.66600(N)    083 46 00.79500(W) AD(       ) 3
 KZ2091
 KZ2091.Superseded values are not recommended for survey control.
 KZ2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2091.See file dsdata.txt to determine how the superseded data were derived.
 KZ2091
 KZ2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6509572680(NAD 83)
 KZ2091_MARKER: 63 = STACK
 KZ2091
 KZ2091  HISTORY     - Date     Condition        Report By
 KZ2091  HISTORY     - 1943     FIRST OBSERVED   CGS
 KZ2091  HISTORY     - 1963     GOOD             THOMAS
 KZ2091  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KZ2091
 KZ2091                          STATION DESCRIPTION
 KZ2091
 KZ2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2091'STATION IS LOCATED ON THE NW EDGE OF
 KZ2091'BELLEFONTAINE ON
 KZ2091'THE MAINTENANCE YARDS OF THE NEW YORK CENTRAL
 KZ2091'RAILROAD.  THE STACK IS LOCATED AT
 KZ2091'THE POWER PLANT AND IS OF RED
 KZ2091'BRICK CONSTRUCTION ABOUT 150 FEET IN HEIGHT.
 KZ2091'
 KZ2091'THE POINT SIGHTED UPON WAS THE CENTER OF THE STACK.
 KZ2091'
 KZ2091'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 KZ2091'33 AND 68 IN
 KZ2091'BELLEFONTAINE, GO W ON HIGHWAY 33 FOR 0.7 MILE, TURN
 KZ2091'RIGHT OR N AND GO 0.5 MILE TO
 KZ2091'THE STACK.
 KZ2091'
 KZ2091'THIS IS AN INTERSECTION STATION.
 KZ2091
 KZ2091                          STATION RECOVERY (1963)
 KZ2091
 KZ2091'RECOVERY NOTE BY THOMAS ENG AND SURV 1963 (HBW)
 KZ2091'STATION UNDISTURBED.
 KZ2091'
 KZ2091'STATION SHOULD BE CORRECTLY NAMED BELLEFONTAINE, NEW YORK CENTRAL
 KZ2091'RAILROAD YARDS, STACK.  DESCRIPTION IS OTHERWISE ADEQUATE.
 KZ2091
 KZ2091                          STATION RECOVERY (1988)
 KZ2091
 KZ2091'RECOVERY NOTE BY US POWER SQUADRON 1988 (LCE)
 KZ2091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2090 ***********************************************************************
 KZ2090  DESIGNATION -  BELLEFONTAINE WATER WORKS STK
 KZ2090  PID         -  KZ2090
 KZ2090  STATE/COUNTY-  OH/LOGAN
 KZ2090  USGS QUAD   -  BELLEFONTAINE (1988)
 KZ2090
 KZ2090                         *CURRENT SURVEY CONTROL
 KZ2090  ___________________________________________________________________
 KZ2090* NAD 83(1995)-  40 20 55.76106(N)    083 45 41.03385(W)     ADJUSTED  
 KZ2090* NAVD 88     -                                                        
 KZ2090  ___________________________________________________________________
 KZ2090  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 KZ2090  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KZ2090
 KZ2090  HORZ ORDER  -  THIRD
 KZ2090
 KZ2090.The horizontal coordinates were established by classical geodetic methods
 KZ2090.and adjusted by the National Geodetic Survey in April 1998..
 KZ2090
 KZ2090
 KZ2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2090
 KZ2090.The geoid height was determined by GEOID03.
 KZ2090
 KZ2090;                    North         East     Units Scale Factor Converg.
 KZ2090;SPC OH N     -    76,526.674   492,836.323   MT  1.00001726   -0 49 43.2
 KZ2090;SPC OH S     -   261,515.282   492,829.597   MT  1.00007769   -0 48 01.4
 KZ2090;UTM  17      - 4,470,134.810   265,476.795   MT  1.00027710   -1 47 19.1
 KZ2090
 KZ2090                          SUPERSEDED SURVEY CONTROL
 KZ2090
 KZ2090  NAD 83(1986)-  40 20 55.77037(N)    083 45 41.04394(W) AD(       ) 4
 KZ2090  NAD 27      -  40 20 55.58500(N)    083 45 41.27400(W) AD(       ) 3
 KZ2090
 KZ2090.Superseded values are not recommended for survey control.
 KZ2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2090.See file dsdata.txt to determine how the superseded data were derived.
 KZ2090
 KZ2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6547770135(NAD 83)
 KZ2090_MARKER: 63 = STACK
 KZ2090
 KZ2090  HISTORY     - Date     Condition        Report By
 KZ2090  HISTORY     - 1943     FIRST OBSERVED   CGS
 KZ2090  HISTORY     - 1963     GOOD             THOMAS
 KZ2090  HISTORY     - 1988     MARK NOT FOUND   LOCENG
 KZ2090
 KZ2090                          STATION DESCRIPTION
 KZ2090
 KZ2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2090'THIS STATION IS LOCATED NEAR THE S EDGE OF THE CITY
 KZ2090'OF BELLEFONTAINE.
 KZ2090'THE STACK IS LOCATED AT THE POWER PLANT OF THE
 KZ2090'MUNICIPAL WATER AND LIGHT COMPANY.
 KZ2090'IT IS OF CONCRETE CONSTRUCTION,
 KZ2090'ABOUT 200 FEET IN HEIGHT AND HAS THE FOLLOWING BLACK
 KZ2090'LETTERS
 KZ2090'INSCRIBED ON THE N AND S SIDES IN VERTICAL ARRANGEMENT- CITY
 KZ2090'WATER WORKS - LIGHT.
 KZ2090'
 KZ2090'STATION MAY BE REACHED BY GOING S ON MAIN STREET (U.S. HIGHWAY
 KZ2090'68) TO THE STACK
 KZ2090'ON THE RIGHT.
 KZ2090'
 KZ2090'POINT SIGHTED UPON WAS THE CENTER OF THE STACK.
 KZ2090'
 KZ2090'THIS IS AN INTERSECTION STATION.
 KZ2090
 KZ2090                          STATION RECOVERY (1963)
 KZ2090
 KZ2090'RECOVERY NOTE BY THOMAS ENG AND SURV 1963 (HBW)
 KZ2090'STATION UNDISTURBED.
 KZ2090'
 KZ2090'PRESENT DESCRIPTION IS ENTIRELY ADEQUATE.
 KZ2090
 KZ2090                          STATION RECOVERY (1988)
 KZ2090
 KZ2090'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (LCE)
 KZ2090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1231 ***********************************************************************
 MC1231  DESIGNATION -  BELLEVUE
 MC1231  PID         -  MC1231
 MC1231  STATE/COUNTY-  OH/SANDUSKY
 MC1231  USGS QUAD   -  CLYDE (1969)
 MC1231
 MC1231                         *CURRENT SURVEY CONTROL
 MC1231  ___________________________________________________________________
 MC1231* NAD 83(1995)-  41 17 13.81791(N)    082 52 47.31828(W)     ADJUSTED  
 MC1231* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 MC1231  ___________________________________________________________________
 MC1231  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 MC1231  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 MC1231
 MC1231  HORZ ORDER  -  THIRD
 MC1231
 MC1231.The horizontal coordinates were established by classical geodetic methods
 MC1231.and adjusted by the National Geodetic Survey in April 1998..
 MC1231
 MC1231.The orthometric height was scaled from a topographic map.
 MC1231
 MC1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1231
 MC1231.The geoid height was determined by GEOID03.
 MC1231
 MC1231;                    North         East     Units Scale Factor Converg.
 MC1231;SPC OH N     -   180,020.813   568,185.465   MT  0.99994646   -0 14 58.3
 MC1231;UTM  17      - 4,572,340.806   342,589.511   MT  0.99990495   -1 14 26.2
 MC1231
 MC1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1231!SPC OH N     -   0.99996869  x   0.99994646  =   0.99991516
 MC1231!UTM  17      -   0.99996869  x   0.99990495  =   0.99987365
 MC1231
 MC1231|---------------------------------------------------------------------|
 MC1231| PID    Reference Object                     Distance      Geod. Az  |
 MC1231|                                                           dddmmss.s |
 MC1231| CF2845 BELLEVUE RM 1                        17.108 METERS 01744     |
 MC1231| CF2847 BELLEVUE RM 3                         9.193 METERS 07906     |
 MC1231| MC1222 BELLEVUE S KELLOG SONS E TOWER      APPROX. 5.0 KM 0914223.5 |
 MC1231| MC1221 BELLEVUE S KELLOG SONS W TOWER      APPROX. 4.9 KM 0921506.3 |
 MC1231| MC1220 BELLEVUE CITY PROD ICE CO STK       APPROX. 4.7 KM 1001528.4 |
 MC1231| MC1227 BELLEVUE NKR RAILROAD STACK         APPROX. 4.1 KM 1031033.8 |
 MC1231| MC1230 BELLEVUE MUNICIPAL TANK             APPROX. 2.9 KM 1075848.8 |
 MC1231| MC1225 BELLEVUE BLACK HAWK IMPL STK        APPROX. 4.3 KM 1174720.4 |
 MC1231| CF2846 BELLEVUE RM 2                        19.681 METERS 13122     |
 MC1231| CF2843 BELLEVUE AZ MK                                     3595437.1 |
 MC1231| CF2844 BELLEVUE AZ MK 2                                   35955     |
 MC1231|---------------------------------------------------------------------|
 MC1231
 MC1231                          SUPERSEDED SURVEY CONTROL
 MC1231
 MC1231  NAD 83(1995)-  41 17 13.82299(N)    082 52 47.32975(W) AD(       ) 3
 MC1231  NAD 83(1986)-  41 17 13.82368(N)    082 52 47.33285(W) AD(       ) 3
 MC1231  NAD 27      -  41 17 13.62980(N)    082 52 47.65107(W) AD(       ) 3
 MC1231
 MC1231.Superseded values are not recommended for survey control.
 MC1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1231.See file dsdata.txt to determine how the superseded data were derived.
 MC1231
 MC1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4259072341(NAD 83)
 MC1231_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1231
 MC1231  HISTORY     - Date     Condition        Report By
 MC1231  HISTORY     - 1956     MONUMENTED       CGS
 MC1231  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MC1231
 MC1231                          STATION DESCRIPTION
 MC1231
 MC1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1231'THE STATION IS LOCATED ABOUT 5 MILES EAST SOUTHEAST OF CLYDE AND
 MC1231'2-1/4 MILES WEST OF BELLEVUE.  IT
 MC1231'IS 115 FEET NORTHWEST OF THE NORTHWEST CORNER OF GARAGE, 16 FEET
 MC1231'NORTHEAST OF CORN CRIB AND 4-1/2 FEET
 MC1231'EAST OF WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 MC1231'SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MC1231'BELLEVUE 1956.
 MC1231'
 MC1231'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF FENCE CORNER.  THE MARK IS
 MC1231'FLUSH WITH THE SURFACE OF THE
 MC1231'GROUND AND THE DISK IS STAMPED BELLEVUE NO 1 1956.
 MC1231'
 MC1231'REFERENCE MARK NO. 2 IS 66 FEET NORTH OF THE NORTHEAST CORNER OF BARN
 MC1231'AND 50 FEET NORTHWEST OF THE
 MC1231'NORTHWEST CORNER OF GARAGE.  THE MARK IS FLUSH WITH THE SURFACE OF
 MC1231'THE GROUND AND THE DISK IS STAMPED
 MC1231'BELLEVUE NO 2 1956.
 MC1231'
 MC1231'AZIMUTH MARK IS 19 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF ROAD,
 MC1231'3 FEET WEST OF POWER LINE POLE
 MC1231'AND 2 FEET EAST OF WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 MC1231'INCHES AND THE DISK STAMPED BELLEVUE
 MC1231'1956.
 MC1231'
 MC1231'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 269
 MC1231'IN BELLEVUE, GO NORTHWEST ON
 MC1231'U.S. HIGHWAY 20 FOR 2.0 MILES TO CROSSROADS, TURN RIGHT ON COUNTY
 MC1231'ROUTE 302 FOR 0.15 MILE TO FARM YARD
 MC1231'AND STATION ON THE LEFT.  CONTINUE NORTH ON PAVED ROAD
 MC1231'FOR 0.9 MILE TO CROSSROADS, TURN LEFT AND GO WEST
 MC1231'AND GO WEST FOR 0.05 MILE TO AZIMUTH MARK ON THE
 MC1231'LEFT.
 MC1231'
 MC1231'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 MC1231
 MC1231                          STATION RECOVERY (1971)
 MC1231
 MC1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MC1231'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 MC1231'REFERENCE MARK 1
 MC1231'WAS FOUND LEANING AND IN A CULTIVATED FIELD.  THE DISK
 MC1231'WAS SALVAGED.  THE AZIMUTH MARK WAS
 MC1231'FOUND WITH THE DISK SHEARED OFF.
 MC1231'THE STEM WAS FOUND INTACT AND THIS POINT WAS HELD AND
 MC1231'A NEW DISK WAS
 MC1231'SET IN THE MONUMENT.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 MC1231'CHECKED.  A NEW
 MC1231'DESCRIPTION FOLLOWS-
 MC1231'
 MC1231'THE STATION IS LOCATED ABOUT 5 MILES EAST OF CLYDE, 115 FEET
 MC1231'NORTHWEST OF THE
 MC1231'NORTHWEST CORNER OF A GARAGE, 1 FEET EAST OF A METAL WITNESS
 MC1231'POST, 30 FEET SOUTHWEST
 MC1231'OF THE SOUTHWEST CORNER OF A SMALL SHED
 MC1231'AND 58 FEET NORTH OF THE NORTHEAST CORNER
 MC1231'OF AN IMPLEMENT SHED.  THE
 MC1231'MONUMENT IS FLUSH AND THE DISK IS STAMPED BELLEVUE 1956.
 MC1231'(NOTE 1A 7A)
 MC1231'
 MC1231'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 MC1231'HIGHWAY 269 AT
 MC1231'BELLEVUE, GO WEST ON HIGHWAY 20 FOR 2.0 MILES TO A CROSSROAD.
 MC1231'TURN RIGHT AND GO NORTH ON CO.
 MC1231'RD. 302 FOR 0.15 TO A FARM YARD
 MC1231'AND THE STATION ON THE LEFT.  CONTINUE NORTH ON
 MC1231'THE ROAD FOR 0.9 MILE
 MC1231'TO A CROSSROAD.  TURN LEFT ON THE PAVED ROAD AND GO WEST FOR 322
 MC1231'FEET TO THE AZIMUTH MARK
 MC1231'ON THE LEFT.
 MC1231'
 MC1231'REFERENCE MARK 2 IS 66 FEET NORTH OF THE NORTHEAST CORNER OF BARN, 50
 MC1231'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE AND 2 FEET EAST
 MC1231'OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 MC1231'STAMPED BELLEVUE NO 2 1956.
 MC1231'
 MC1231'REFERENCE MARK 3 IS 4 FEET NORTH OF THE NORTHWEST CORNER OF THE SHED
 MC1231'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND
 MC1231'THE DISK IS STAMPED BELLEVUE NO 3 1971.
 MC1231'
 MC1231'THE AZIMUTH MARK IS AT THE NORTH EDGE OF A CULTIVATED FIELD, 18 FEET
 MC1231'SOUTH OF THE CENTERLINE OF PAVED ROAD, 62 FEET WEST OF A POWER POLE
 MC1231'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2
 MC1231'INCHES AND THE DISK IS STAMPED BELLEVUE 1956 1971.
 MC1231'
 MC1231'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1225 ***********************************************************************
 MC1225  DESIGNATION -  BELLEVUE BLACK HAWK IMPL STK
 MC1225  PID         -  MC1225
 MC1225  STATE/COUNTY-  OH/HURON
 MC1225  USGS QUAD   -  BELLEVUE (1979)
 MC1225
 MC1225                         *CURRENT SURVEY CONTROL
 MC1225  ___________________________________________________________________
 MC1225* NAD 83(1995)-  41 16 09.25415(N)    082 50 05.01718(W)     ADJUSTED  
 MC1225* NAVD 88     -                                                        
 MC1225  ___________________________________________________________________
 MC1225  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 MC1225  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 MC1225
 MC1225  HORZ ORDER  -  THIRD
 MC1225
 MC1225.The horizontal coordinates were established by classical geodetic methods
 MC1225.and adjusted by the National Geodetic Survey in April 1998..
 MC1225
 MC1225
 MC1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1225
 MC1225.The geoid height was determined by GEOID03.
 MC1225
 MC1225;                    North         East     Units Scale Factor Converg.
 MC1225;SPC OH N     -   178,013.687   571,954.196   MT  0.99994531   -0 13 11.6
 MC1225;UTM  17      - 4,570,268.910   346,322.792   MT  0.99989066   -1 12 37.5
 MC1225
 MC1225                          SUPERSEDED SURVEY CONTROL
 MC1225
 MC1225  NAD 83(1995)-  41 16 09.25806(N)    082 50 05.02877(W) AD(       ) 4
 MC1225  NAD 83(1986)-  41 16 09.26026(N)    082 50 05.03137(W) AD(       ) 4
 MC1225  NAD 27      -  41 16 09.06581(N)    082 50 05.35579(W) AD(       ) 3
 MC1225
 MC1225.Superseded values are not recommended for survey control.
 MC1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1225.See file dsdata.txt to determine how the superseded data were derived.
 MC1225
 MC1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4632370269(NAD 83)
 MC1225
 MC1225  HISTORY     - Date     Condition        Report By
 MC1225  HISTORY     - 1956     MONUMENTED       CGS
 MC1225
 MC1225                          STATION DESCRIPTION
 MC1225
 MC1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1225'THE STATION IS LOCATED IN BELLEVUE, AT THE INTERSECTION OF
 MC1225'S. SANDUSKY STREET
 MC1225'WITH E. MAIN STREET.  IT IS A CONCRETE BLOCK STRUCTURE, APPROXIMATELY
 MC1225'90 FEET HIGH.
 MC1225'
 MC1225'THE POINT INTERSECTED WAS THE CENTER OF THE DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1220 ***********************************************************************
 MC1220  DESIGNATION -  BELLEVUE CITY PROD ICE CO STK
 MC1220  PID         -  MC1220
 MC1220  STATE/COUNTY-  OH/HURON
 MC1220  USGS QUAD   -  BELLEVUE (1979)
 MC1220
 MC1220                         *CURRENT SURVEY CONTROL
 MC1220  ___________________________________________________________________
 MC1220* NAD 83(1995)-  41 16 46.86196(N)    082 49 30.20712(W)     ADJUSTED  
 MC1220* NAVD 88     -                                                        
 MC1220  ___________________________________________________________________
 MC1220  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 MC1220  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 MC1220
 MC1220  HORZ ORDER  -  THIRD
 MC1220
 MC1220.The horizontal coordinates were established by classical geodetic methods
 MC1220.and adjusted by the National Geodetic Survey in April 1998..
 MC1220
 MC1220
 MC1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1220
 MC1220.The geoid height was determined by GEOID03.
 MC1220
 MC1220;                    North         East     Units Scale Factor Converg.
 MC1220;SPC OH N     -   179,170.744   572,768.692   MT  0.99994597   -0 12 48.8
 MC1220;UTM  17      - 4,571,411.648   347,157.123   MT  0.99988751   -1 12 15.4
 MC1220
 MC1220                          SUPERSEDED SURVEY CONTROL
 MC1220
 MC1220  NAD 83(1995)-  41 16 46.86587(N)    082 49 30.21903(W) AD(       ) 4
 MC1220  NAD 83(1986)-  41 16 46.86818(N)    082 49 30.22150(W) AD(       ) 4
 MC1220  NAD 27      -  41 16 46.67412(N)    082 49 30.54831(W) AD(       ) 3
 MC1220
 MC1220.Superseded values are not recommended for survey control.
 MC1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1220.See file dsdata.txt to determine how the superseded data were derived.
 MC1220
 MC1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4715771412(NAD 83)
 MC1220_MARKER: 63 = STACK
 MC1220
 MC1220  HISTORY     - Date     Condition        Report By
 MC1220  HISTORY     - 1956     FIRST OBSERVED   CGS
 MC1220
 MC1220                          STATION DESCRIPTION
 MC1220
 MC1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1220'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF THE CENTER
 MC1220'OF BELLEVUE AND
 MC1220'ALONG THE SOUTH SIDE OF THE NICKEL PLATE RAILROAD YARDS.  IT IS
 MC1220'CONSTRUCTED OF BROWN TILE, AND
 MC1220'APPROXIMATELY 160 FEET HIGH.
 MC1220'
 MC1220'THE POINT INTERSECTED WAS THE CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1223 ***********************************************************************
 MC1223  DESIGNATION -  BELLEVUE FIRST METH CH DOME
 MC1223  PID         -  MC1223
 MC1223  STATE/COUNTY-  OH/HURON
 MC1223  USGS QUAD   -  BELLEVUE (1979)
 MC1223
 MC1223                         *CURRENT SURVEY CONTROL
 MC1223  ___________________________________________________________________
 MC1223* NAD 83(1995)-  41 16 24.81261(N)    082 50 19.35019(W)     ADJUSTED  
 MC1223* NAVD 88     -                                                        
 MC1223  ___________________________________________________________________
 MC1223  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 MC1223  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 MC1223
 MC1223  HORZ ORDER  -  THIRD
 MC1223
 MC1223.The horizontal coordinates were established by classical geodetic methods
 MC1223.and adjusted by the National Geodetic Survey in April 1998..
 MC1223
 MC1223
 MC1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1223
 MC1223.The geoid height was determined by GEOID03.
 MC1223
 MC1223;                    North         East     Units Scale Factor Converg.
 MC1223;SPC OH N     -   178,494.920   571,622.472   MT  0.99994558   -0 13 21.1
 MC1223;UTM  17      - 4,570,755.780   345,999.455   MT  0.99989188   -1 12 47.3
 MC1223
 MC1223                          SUPERSEDED SURVEY CONTROL
 MC1223
 MC1223  NAD 83(1995)-  41 16 24.81640(N)    082 50 19.36173(W) AD(       ) 4
 MC1223  NAD 83(1986)-  41 16 24.81874(N)    082 50 19.36453(W) AD(       ) 4
 MC1223  NAD 27      -  41 16 24.62439(N)    082 50 19.68854(W) AD(       ) 3
 MC1223
 MC1223.Superseded values are not recommended for survey control.
 MC1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1223.See file dsdata.txt to determine how the superseded data were derived.
 MC1223
 MC1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4599970756(NAD 83)
 MC1223
 MC1223  HISTORY     - Date     Condition        Report By
 MC1223  HISTORY     - 1956     MONUMENTED       CGS
 MC1223
 MC1223                          STATION DESCRIPTION
 MC1223
 MC1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1223'STATION IS LOCATED IN THE SOUTHEAST PART OF BELLEVUE AND NEAR
 MC1223'THE NORTHWEST
 MC1223'CORNER OF A LARGE GROUP OF BUILDINGS WHICH ARE THE MAIN FACTORY
 MC1223'BUILDINGS OF THE BLACK HAWK
 MC1223'IMPLEMENT CO..  THE STACK, WHICH IS CONNECTED TO THE FACTORY
 MC1223'BUILDINGS IS A RED TILE STRUCTURE,
 MC1223'APPROXIMATELY 160 FEET HIGH.
 MC1223'
 MC1223'THE POINT INTERSECTED WAS THE CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1224 ***********************************************************************
 MC1224  DESIGNATION -  BELLEVUE IMMAC CON CH SPIRE
 MC1224  PID         -  MC1224
 MC1224  STATE/COUNTY-  OH/HURON
 MC1224  USGS QUAD   -  BELLEVUE (1979)
 MC1224
 MC1224                         *CURRENT SURVEY CONTROL
 MC1224  ___________________________________________________________________
 MC1224* NAD 83(1995)-  41 16 19.66860(N)    082 50 15.61494(W)     ADJUSTED  
 MC1224* NAVD 88     -                                                        
 MC1224  ___________________________________________________________________
 MC1224  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 MC1224  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 MC1224
 MC1224  HORZ ORDER  -  THIRD
 MC1224
 MC1224.The horizontal coordinates were established by classical geodetic methods
 MC1224.and adjusted by the National Geodetic Survey in April 1998..
 MC1224
 MC1224
 MC1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1224
 MC1224.The geoid height was determined by GEOID03.
 MC1224
 MC1224;                    North         East     Units Scale Factor Converg.
 MC1224;SPC OH N     -   178,335.901   571,708.787   MT  0.99994549   -0 13 18.6
 MC1224;UTM  17      - 4,570,595.301   346,083.003   MT  0.99989156   -1 12 44.8
 MC1224
 MC1224                          SUPERSEDED SURVEY CONTROL
 MC1224
 MC1224  NAD 83(1995)-  41 16 19.67263(N)    082 50 15.62670(W) AD(       ) 4
 MC1224  NAD 83(1986)-  41 16 19.67472(N)    082 50 15.62925(W) AD(       ) 4
 MC1224  NAD 27      -  41 16 19.48103(N)    082 50 15.95403(W) AD(       ) 3
 MC1224
 MC1224.Superseded values are not recommended for survey control.
 MC1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1224.See file dsdata.txt to determine how the superseded data were derived.
 MC1224
 MC1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4608370595(NAD 83)
 MC1224_MARKER: 90 = CHURCH SPIRE
 MC1224
 MC1224  HISTORY     - Date     Condition        Report By
 MC1224  HISTORY     - 1956     FIRST OBSERVED   CGS
 MC1224  HISTORY     - 1985     GOOD             USPSQD
 MC1224
 MC1224                          STATION DESCRIPTION
 MC1224
 MC1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1224'THE STATION IS LOCATED IN BELLEVUE, AT THE INTERSECTION OF
 MC1224'E. CENTER AND
 MC1224'BROAD STREETS.  IT IS A RED BRICK STRUCTURE, APPROXIMATELY 120 FEET
 MC1224'HIGH AND IT IS THE WEST AND TALLEST
 MC1224'OF TWO SPIRES ON THIS BUILDING.
 MC1224'
 MC1224'THE POINT INTERSECTED WAS THE CROSS AT THE TOP OF THE SPIRE.
 MC1224
 MC1224                          STATION RECOVERY (1985)
 MC1224
 MC1224'RECOVERY NOTE BY US POWER SQUADRON 1985 (MS)
 MC1224'SPIRE FOUND OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1230 ***********************************************************************
 MC1230  DESIGNATION -  BELLEVUE MUNICIPAL TANK
 MC1230  PID         -  MC1230
 MC1230  STATE/COUNTY-  OH/SANDUSKY
 MC1230  USGS QUAD   -  BELLEVUE (1979)
 MC1230
 MC1230                         *CURRENT SURVEY CONTROL
 MC1230  ___________________________________________________________________
 MC1230* NAD 83(1995)-  41 16 44.60207(N)    082 50 48.05240(W)     ADJUSTED  
 MC1230* NAVD 88     -                                                        
 MC1230  ___________________________________________________________________
 MC1230  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 MC1230  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 MC1230
 MC1230  HORZ ORDER  -  THIRD
 MC1230
 MC1230.The horizontal coordinates were established by classical geodetic methods
 MC1230.and adjusted by the National Geodetic Survey in April 1998..
 MC1230
 MC1230
 MC1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1230
 MC1230.The geoid height was determined by GEOID03.
 MC1230
 MC1230;                    North         East     Units Scale Factor Converg.
 MC1230;SPC OH N     -   179,108.007   570,956.925   MT  0.99994593   -0 13 39.9
 MC1230;UTM  17      - 4,571,380.250   345,344.642   MT  0.99989437   -1 13 06.8
 MC1230
 MC1230                          SUPERSEDED SURVEY CONTROL
 MC1230
 MC1230  NAD 83(1995)-  41 16 44.60626(N)    082 50 48.06366(W) AD(       ) 4
 MC1230  NAD 83(1986)-  41 16 44.60814(N)    082 50 48.06673(W) AD(       ) 4
 MC1230  NAD 27      -  41 16 44.41388(N)    082 50 48.38950(W) AD(       ) 3
 MC1230
 MC1230.Superseded values are not recommended for survey control.
 MC1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1230.See file dsdata.txt to determine how the superseded data were derived.
 MC1230
 MC1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4534571380(NAD 83)
 MC1230
 MC1230  HISTORY     - Date     Condition        Report By
 MC1230  HISTORY     - 1956     MONUMENTED       CGS
 MC1230
 MC1230                          STATION DESCRIPTION
 MC1230
 MC1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1230'STATION IS LOCATED IN THE NORTHWEST PART OF BELLEVUE, JUST WEST
 MC1230'OF THE
 MC1230'INTERSECTION OF FAIRFIELD AND GREENWOOD HEIGHTS AVENUES AND AT THE
 MC1230'SOUTH END OF A PARK.  IT IS A STEEL
 MC1230'STRUCTURE WITH SIX LEGS, APPROXIMATELY 130 FEET HIGH AND PAINTED
 MC1230'SILVER.
 MC1230'
 MC1230'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1227 ***********************************************************************
 MC1227  DESIGNATION -  BELLEVUE NKR RAILROAD STACK
 MC1227  PID         -  MC1227
 MC1227  STATE/COUNTY-  OH/HURON
 MC1227  USGS QUAD   -  BELLEVUE (1979)
 MC1227
 MC1227                         *CURRENT SURVEY CONTROL
 MC1227  ___________________________________________________________________
 MC1227* NAD 83(1995)-  41 16 43.39703(N)    082 49 55.26490(W)     ADJUSTED  
 MC1227* NAVD 88     -                                                        
 MC1227  ___________________________________________________________________
 MC1227  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 MC1227  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 MC1227
 MC1227  HORZ ORDER  -  THIRD
 MC1227
 MC1227.The horizontal coordinates were established by classical geodetic methods
 MC1227.and adjusted by the National Geodetic Survey in April 1998..
 MC1227
 MC1227
 MC1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1227
 MC1227.The geoid height was determined by GEOID03.
 MC1227
 MC1227;                    North         East     Units Scale Factor Converg.
 MC1227;SPC OH N     -   179,066.055   572,185.181   MT  0.99994590   -0 13 05.2
 MC1227;UTM  17      - 4,571,317.069   346,571.923   MT  0.99988971   -1 12 31.9
 MC1227
 MC1227                          SUPERSEDED SURVEY CONTROL
 MC1227
 MC1227  NAD 83(1995)-  41 16 43.40102(N)    082 49 55.27660(W) AD(       ) 4
 MC1227  NAD 83(1986)-  41 16 43.40319(N)    082 49 55.27927(W) AD(       ) 4
 MC1227  NAD 27      -  41 16 43.20894(N)    082 49 55.60481(W) AD(       ) 3
 MC1227
 MC1227.Superseded values are not recommended for survey control.
 MC1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1227.See file dsdata.txt to determine how the superseded data were derived.
 MC1227
 MC1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4657271317(NAD 83)
 MC1227
 MC1227  HISTORY     - Date     Condition        Report By
 MC1227  HISTORY     - 1956     MONUMENTED       CGS
 MC1227
 MC1227                          STATION DESCRIPTION
 MC1227
 MC1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1227'THE STATION IS LOCATED IN THE NORTHEAST PART OF BELLEVUE, AND
 MC1227'NEAR THE NICKLE
 MC1227'PLATE RAILROAD ROUNDHOUSE.  IT IS CONSTRUCTED OF RED BRICK AND
 MC1227'APPROXIMATELY 160 FEET HIGH.
 MC1227'
 MC1227'THE POINT INTERSECTED WAS THE CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1219 ***********************************************************************
 MC1219  DESIGNATION -  BELLEVUE S KELLOG SONS STACK
 MC1219  PID         -  MC1219
 MC1219  STATE/COUNTY-  OH/HURON
 MC1219  USGS QUAD   -  BELLEVUE (1979)
 MC1219
 MC1219                         *CURRENT SURVEY CONTROL
 MC1219  ___________________________________________________________________
 MC1219* NAD 83(1995)-  41 17 07.27328(N)    082 49 07.43294(W)     ADJUSTED  
 MC1219* NAVD 88     -                                                        
 MC1219  ___________________________________________________________________
 MC1219  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 MC1219  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 MC1219
 MC1219  HORZ ORDER  -  THIRD
 MC1219
 MC1219.The horizontal coordinates were established by classical geodetic methods
 MC1219.and adjusted by the National Geodetic Survey in April 1998..
 MC1219
 MC1219
 MC1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1219
 MC1219.The geoid height was determined by GEOID03.
 MC1219
 MC1219;                    North         East     Units Scale Factor Converg.
 MC1219;SPC OH N     -   179,798.436   573,300.957   MT  0.99994634   -0 12 33.8
 MC1219;UTM  17      - 4,572,030.005   347,700.131   MT  0.99988547   -1 12 00.9
 MC1219
 MC1219                          SUPERSEDED SURVEY CONTROL
 MC1219
 MC1219  NAD 83(1995)-  41 17 07.27799(N)    082 49 07.44513(W) AD(       ) 4
 MC1219  NAD 83(1986)-  41 17 07.27870(N)    082 49 07.44709(W) AD(       ) 4
 MC1219  NAD 27      -  41 17 07.07249(N)    082 49 07.77081(W) AD(       ) 3
 MC1219
 MC1219.Superseded values are not recommended for survey control.
 MC1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1219.See file dsdata.txt to determine how the superseded data were derived.
 MC1219
 MC1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4770072030(NAD 83)
 MC1219
 MC1219  HISTORY     - Date     Condition        Report By
 MC1219  HISTORY     - 1956     MONUMENTED       CGS
 MC1219
 MC1219                          STATION DESCRIPTION
 MC1219
 MC1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1219'STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF THE CENTER OF
 MC1219'BELLEVUE AND ALONG
 MC1219'THE NORTH SIDE OF THE NICKEL PLATE RAILROAD TRACKS.  STATION IS A
 MC1219'RED BRICK STRUCTURE AND APPROXIMATELY
 MC1219'120 FEET HIGH.  IT IS AT THE SOUTH SIDE OF A GROUP
 MC1219'OF BUILDINGS WHICH ARE CONNECTED TO A LARGE ELEVATOR BY
 MC1219'GRAIN CHUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1221 ***********************************************************************
 MC1221  DESIGNATION -  BELLEVUE S KELLOG SONS W TOWER
 MC1221  PID         -  MC1221
 MC1221  STATE/COUNTY-  OH/HURON
 MC1221  USGS QUAD   -  BELLEVUE (1979)
 MC1221
 MC1221                         *CURRENT SURVEY CONTROL
 MC1221  ___________________________________________________________________
 MC1221* NAD 83(1995)-  41 17 07.47776(N)    082 49 15.37903(W)     ADJUSTED  
 MC1221* NAVD 88     -                                                        
 MC1221  ___________________________________________________________________
 MC1221  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 MC1221  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 MC1221
 MC1221  HORZ ORDER  -  THIRD
 MC1221
 MC1221.The horizontal coordinates were established by classical geodetic methods
 MC1221.and adjusted by the National Geodetic Survey in April 1998..
 MC1221
 MC1221
 MC1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1221
 MC1221.The geoid height was determined by GEOID03.
 MC1221
 MC1221;                    North         East     Units Scale Factor Converg.
 MC1221;SPC OH N     -   179,805.421   573,116.088   MT  0.99994634   -0 12 39.0
 MC1221;UTM  17      - 4,572,040.186   347,515.421   MT  0.99988616   -1 12 06.1
 MC1221
 MC1221                          SUPERSEDED SURVEY CONTROL
 MC1221
 MC1221  NAD 83(1995)-  41 17 07.48242(N)    082 49 15.39075(W) AD(       ) 4
 MC1221  NAD 83(1986)-  41 17 07.48402(N)    082 49 15.39351(W) AD(       ) 4
 MC1221  NAD 27      -  41 17 07.28938(N)    082 49 15.72160(W) AD(       ) 3
 MC1221
 MC1221.Superseded values are not recommended for survey control.
 MC1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1221.See file dsdata.txt to determine how the superseded data were derived.
 MC1221
 MC1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4751572040(NAD 83)
 MC1221
 MC1221  HISTORY     - Date     Condition        Report By
 MC1221  HISTORY     - 1956     MONUMENTED       CGS
 MC1221
 MC1221                          STATION DESCRIPTION
 MC1221
 MC1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1221'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF BELLEVUE.
 MC1221'THE TOWER IS
 MC1221'LOCATED ON THE WEST END AND IS APPROXIMATELY 30 FEET HIGHER THAN THE
 MC1221'ELEVATOR.  IT IS CONSTRUCTED OF
 MC1221'CONCRETE AND APPROXIMATELY 160 FEET HIGH.
 MC1221'
 MC1221'THE POINT INTERSECTED WAS A RED LIGHT ON TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1222 ***********************************************************************
 MC1222  DESIGNATION -  BELLEVUE S KELLOG SONS E TOWER
 MC1222  PID         -  MC1222
 MC1222  STATE/COUNTY-  OH/HURON
 MC1222  USGS QUAD   -  BELLEVUE (1979)
 MC1222
 MC1222                         *CURRENT SURVEY CONTROL
 MC1222  ___________________________________________________________________
 MC1222* NAD 83(1995)-  41 17 08.91261(N)    082 49 11.53904(W)     ADJUSTED  
 MC1222* NAVD 88     -                                                        
 MC1222  ___________________________________________________________________
 MC1222  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 MC1222  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 MC1222
 MC1222  HORZ ORDER  -  THIRD
 MC1222
 MC1222.The horizontal coordinates were established by classical geodetic methods
 MC1222.and adjusted by the National Geodetic Survey in April 1998..
 MC1222
 MC1222
 MC1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1222
 MC1222.The geoid height was determined by GEOID03.
 MC1222
 MC1222;                    North         East     Units Scale Factor Converg.
 MC1222;SPC OH N     -   179,849.355   573,205.601   MT  0.99994637   -0 12 36.5
 MC1222;UTM  17      - 4,572,082.563   347,605.674   MT  0.99988582   -1 12 03.6
 MC1222
 MC1222                          SUPERSEDED SURVEY CONTROL
 MC1222
 MC1222  NAD 83(1995)-  41 17 08.91674(N)    082 49 11.55108(W) AD(       ) 4
 MC1222  NAD 83(1986)-  41 17 08.91890(N)    082 49 11.55355(W) AD(       ) 4
 MC1222  NAD 27      -  41 17 08.72489(N)    082 49 11.88255(W) AD(       ) 3
 MC1222
 MC1222.Superseded values are not recommended for survey control.
 MC1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1222.See file dsdata.txt to determine how the superseded data were derived.
 MC1222
 MC1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4760672083(NAD 83)
 MC1222
 MC1222  HISTORY     - Date     Condition        Report By
 MC1222  HISTORY     - 1956     MONUMENTED       CGS
 MC1222
 MC1222                          STATION DESCRIPTION
 MC1222
 MC1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1222'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF BELLEVUE.  THE
 MC1222'TOWER IS LOCATED
 MC1222'ON THE EAST END AND IS APPROXIMATELY 30 FEET HIGHER THAN THE
 MC1222'ELEVATOR.  IT IS CONSTRUCTED OF
 MC1222'CONCRETE AND APPROXIMATELY 160 FEET HIGH.
 MC1222'
 MC1222'THE POINT INTERSECTED WAS A RED LIGHT ON TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2131 ***********************************************************************
 KZ2131  SACS        -  This is a Secondary Airport Control Station.
 KZ2131  DESIGNATION -  BELLPORT
 KZ2131  PID         -  KZ2131
 KZ2131  STATE/COUNTY-  OH/LOGAN
 KZ2131  USGS QUAD   -  RUSHSYLVANIA (1973)
 KZ2131
 KZ2131                         *CURRENT SURVEY CONTROL
 KZ2131  ___________________________________________________________________
 KZ2131* NAD 83(1995)-  40 24 42.63828(N)    083 44 14.93103(W)     ADJUSTED  
 KZ2131* NAVD 88     -       407.69   (meters)    1337.6    (feet)  GPS OBS   
 KZ2131  ___________________________________________________________________
 KZ2131  X           -     530,527.283 (meters)                     COMP
 KZ2131  Y           -  -4,834,448.841 (meters)                     COMP
 KZ2131  Z           -   4,113,153.570 (meters)                     COMP
 KZ2131  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 KZ2131  ELLIP HEIGHT-         373.75  (meters)          (10/07/05) GPS OBS
 KZ2131  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KZ2131
 KZ2131  HORZ ORDER  -  FIRST
 KZ2131  ELLP ORDER  -  FIFTH     CLASS I
 KZ2131
 KZ2131.This mark is at Bellefontaine Municipal Airport (7I7)
 KZ2131
 KZ2131.The horizontal coordinates were established by GPS observations
 KZ2131.and adjusted by the National Geodetic Survey in June 1997..
 KZ2131
 KZ2131.The orthometric height was determined by GPS observations and a
 KZ2131.high-resolution geoid model.
 KZ2131
 KZ2131.GPS derived orthometric heights for airport stations designated as
 KZ2131.PACS or SACS are published to 2 decimal places.  This maintains
 KZ2131.centimeter relative accuracy between the PACS and SACS.  It does
 KZ2131.not indicate centimeter accuracy relative to other marks which are
 KZ2131.part of the NAVD 88 network.
 KZ2131
 KZ2131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2131
 KZ2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2131
 KZ2131.The ellipsoidal height was determined by GPS observations
 KZ2131.and is referenced to NAD 83.
 KZ2131
 KZ2131.The geoid height was determined by GEOID03.
 KZ2131
 KZ2131;                    North         East     Units Scale Factor Converg.
 KZ2131;SPC OH N     -    83,494.959   494,967.414   MT  1.00000419   -0 48 46.7
 KZ2131;UTM  17      - 4,477,068.166   267,725.069   MT  1.00026417   -1 46 31.6
 KZ2131
 KZ2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2131!SPC OH N     -   0.99994137  x   1.00000419  =   0.99994556
 KZ2131!UTM  17      -   0.99994137  x   1.00026417  =   1.00020553
 KZ2131
 KZ2131:                Primary Azimuth Mark                     Grid Az
 KZ2131:SPC OH N     -  BELLPORT AZ MK                           047 56 38.3
 KZ2131:UTM  17      -  BELLPORT AZ MK                           048 54 23.2
 KZ2131
 KZ2131|---------------------------------------------------------------------|
 KZ2131| PID    Reference Object                     Distance      Geod. Az  |
 KZ2131|                                                           dddmmss.s |
 KZ2131| KZ2134 BELLPORT AZ MK                      APPROX. 0.7 KM 0470751.6 |
 KZ2131|---------------------------------------------------------------------|
 KZ2131
 KZ2131                          SUPERSEDED SURVEY CONTROL
 KZ2131
 KZ2131  ELLIP H (06/20/97)  373.78   (m)                       GP(       ) 5 1
 KZ2131  NAD 83(1986)-  40 24 42.64501(N)    083 44 14.94223(W) AD(       ) 3
 KZ2131  NAD 27      -  40 24 42.44962(N)    083 44 15.19508(W) AD(       ) 3
 KZ2131  NGVD 29 (02/23/89)  407.6    (m)         1337.     (f) GPS OBS        
 KZ2131
 KZ2131.Superseded values are not recommended for survey control.
 KZ2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2131.See file dsdata.txt to determine how the superseded data were derived.
 KZ2131
 KZ2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6772577068(NAD 83)
 KZ2131_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2131_SP_SET: SQUARE CONCRETE MONUMENT
 KZ2131_STAMPING: BELLPORT 1986
 KZ2131_MARK LOGO: NGS   
 KZ2131_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2131+STABILITY: SURFACE MOTION
 KZ2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2131+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1995
 KZ2131
 KZ2131  HISTORY     - Date     Condition        Report By
 KZ2131  HISTORY     - 1986     MONUMENTED       NGS
 KZ2131  HISTORY     - 19870902 GOOD
 KZ2131  HISTORY     - 19951018 GOOD             NGS
 KZ2131
 KZ2131                          STATION DESCRIPTION
 KZ2131
 KZ2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2131'TO REACH FROM THE JUNCTION OF US HIGHWAYS 33 AND 68 (ON THE NORTH
 KZ2131'SIDE OF BELLFONTAINE), GO NORTHEAST ON HIGHWAY 68 FOR 2.68 KM (1.7
 KZ2131'MILE) TO A RAILROAD CROSSING.  CONTINUE AHEAD FOR 1.11 KM (0.7 MILE)
 KZ2131'ON THE ROAD RIGHT.  TURN RIGHT, EASTERLY, FOR 0.61 KM (0.4 MILE) TO A
 KZ2131'GATE AND AIRPORT BUILDING ON THE LEFT. PASS THROUGH GATE ON ROAD FOR
 KZ2131'0.09 KM ( 0.05 MILE) TO THE TARMAC.  TURN RIGHT, SOUTHEAST, FOR ABOUT
 KZ2131'40 METERS TO RUNWAY AND STATION ON THE RIGHT.
 KZ2131'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED ---BELLPORT 1986
 KZ2131'---.  THE SURFACE DISK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE
 KZ2131'POST FLUSH WITH THE GROUND.  IT 16.5 METERS NORTHWEST OF THE RUNWAY
 KZ2131'CENTER, 11.7 METERS SOUTHWEST OF THE RAMP CENTER, 5.8 METERS SOUTH-
 KZ2131'SOUTHWEST OF THE BLUE RAMP LIGHT, AND 5.8 METERS NORTH OF A BLUE
 KZ2131'RUNWAY LIGHT.  SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR
 KZ2131'CONCRETE MASS ABOUT 1.2 METERS BELOW GROUND.
 KZ2131'TYPE BY JAMES MALONEY 9/03/87 DESCRIBED BY G.R. HEID.
 KZ2131
 KZ2131                          STATION RECOVERY (1987)
 KZ2131
 KZ2131'RECOVERED 1987
 KZ2131'RECOVERED IN GOOD CONDITION.
 KZ2131
 KZ2131                          STATION RECOVERY (1995)
 KZ2131
 KZ2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ2131'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTH-NORTHEAST OF
 KZ2131'BELLEFONTAINE, 0.6 KM (0.35 MI) SOUTHEAST OF U.S.  HIGHWAY 68 AT THE
 KZ2131'BELLEFONTAINE MUNICPAL AIRPORT, IN THE EAST QUADRANT OF THE JUNCTION
 KZ2131'OF THE RAMP AND THE RUNWAY.  OWNERSHIP--CITY OF BELLEFONTAINE, P.O.
 KZ2131'BOX 87, 3656 U.S.  ROUTE 68 NORTH, BELLEFONTAINE, OH.  43311. AIRPORT
 KZ2131'MANAGER IS MICHAEL L.  DUFF.  PHONE 513-593-8210.  TO REACH FROM THE
 KZ2131'JUNCTION OF U.S.  HIGHWAYS 33 AND 68 ON THE NORTH SIDE OF
 KZ2131'BELLEFONTAINE, GO NORTHEAST ON HIGHWAY 68 FOR 2.68 KM (1.65 MI) TO A
 KZ2131'RAILROAD CROSSING.  CONTINUE AHEAD FOR 1.11 KM (0.70 MI) TO A ROAD
 KZ2131'RIGHT.  TURN RIGHT, EASTERLY, ON COUNTY ROAD 290 FOR 0.61 KM (0.35 MI)
 KZ2131'TO A GATE AND AIRPORT BUILDING ON THE LEFT.  PASS THROUGH GATE ON THE
 KZ2131'ROAD FOR 0.08 KM (0.05 MI) TO THE APRON.  TURN RIGHT, SOUTHEAST, FOR
 KZ2131'ABOUT 40 M (131.2 FT) TO THE RUNWAY AND STATION ON THE RIGHT.  THE
 KZ2131'STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST SET FLUSH
 KZ2131'WITH THE GROUND.  IT IS 16.6 M (54.5 FT) NORTHWEST OF THE RUNWAY
 KZ2131'CENTER, 11.8 M (38.7 FT) SOUTHWEST OF THE RAMP CENTER, AND 5.8 M (19.0
 KZ2131'FT) SOUTH-SOUTHEAST OF A BLUE RAMP LIGHT.  THE UNDERGROUND MARK IS SET
 KZ2131'ABOUT 1.2 M (3.9 FT) BELOW THE GROUND SURFACE.  DESCRIBED BY J.D.D.,
 KZ2131'TYPED BY D.G.A.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2134 ***********************************************************************
 KZ2134  SACS        -  This is a Secondary Airport Control Station.
 KZ2134  DESIGNATION -  BELLPORT AZ MK
 KZ2134  PID         -  KZ2134
 KZ2134  STATE/COUNTY-  OH/LOGAN
 KZ2134  USGS QUAD   -  RUSHSYLVANIA (1973)
 KZ2134
 KZ2134                         *CURRENT SURVEY CONTROL
 KZ2134  ___________________________________________________________________
 KZ2134* NAD 83(1995)-  40 24 57.71802(N)    083 43 53.67594(W)     ADJUSTED  
 KZ2134* NAVD 88     -       409.78   (meters)    1344.4    (feet)  GPS OBS   
 KZ2134  ___________________________________________________________________
 KZ2134  X           -     530,992.703 (meters)                     COMP
 KZ2134  Y           -  -4,834,095.947 (meters)                     COMP
 KZ2134  Z           -   4,113,509.079 (meters)                     COMP
 KZ2134  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 KZ2134  ELLIP HEIGHT-         375.82  (meters)          (10/07/05) GPS OBS
 KZ2134  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KZ2134
 KZ2134  HORZ ORDER  -  FIRST
 KZ2134  ELLP ORDER  -  FIFTH     CLASS I
 KZ2134
 KZ2134.This mark is at Bellefontaine Municipal Airport (7I7)
 KZ2134
 KZ2134.The horizontal coordinates were established by GPS observations
 KZ2134.and adjusted by the National Geodetic Survey in June 1997..
 KZ2134
 KZ2134.The orthometric height was determined by GPS observations and a
 KZ2134.high-resolution geoid model.
 KZ2134
 KZ2134.GPS derived orthometric heights for airport stations designated as
 KZ2134.PACS or SACS are published to 2 decimal places.  This maintains
 KZ2134.centimeter relative accuracy between the PACS and SACS.  It does
 KZ2134.not indicate centimeter accuracy relative to other marks which are
 KZ2134.part of the NAVD 88 network.
 KZ2134
 KZ2134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2134
 KZ2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2134
 KZ2134.The ellipsoidal height was determined by GPS observations
 KZ2134.and is referenced to NAD 83.
 KZ2134
 KZ2134.The geoid height was determined by GEOID03.
 KZ2134
 KZ2134;                    North         East     Units Scale Factor Converg.
 KZ2134;SPC OH N     -    83,952.958   495,475.074   MT  1.00000336   -0 48 32.7
 KZ2134;UTM  17      - 4,477,517.688   268,240.485   MT  1.00026122   -1 46 18.3
 KZ2134
 KZ2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2134!SPC OH N     -   0.99994105  x   1.00000336  =   0.99994441
 KZ2134!UTM  17      -   0.99994105  x   1.00026122  =   1.00020225
 KZ2134
 KZ2134:                Primary Azimuth Mark                     Grid Az
 KZ2134:SPC OH N     -  BELLPORT                                 227 56 38.1
 KZ2134:UTM  17      -  BELLPORT                                 228 54 23.7
 KZ2134
 KZ2134|---------------------------------------------------------------------|
 KZ2134| PID    Reference Object                     Distance      Geod. Az  |
 KZ2134|                                                           dddmmss.s |
 KZ2134| KZ2131 BELLPORT                            APPROX. 0.7 KM 2270805.4 |
 KZ2134|---------------------------------------------------------------------|
 KZ2134
 KZ2134                          SUPERSEDED SURVEY CONTROL
 KZ2134
 KZ2134  ELLIP H (06/20/97)  375.84   (m)                       GP(       ) 5 1
 KZ2134  NAD 83(1986)-  40 24 57.72511(N)    083 43 53.68732(W) AD(       ) 3
 KZ2134  NAD 27      -  40 24 57.52973(N)    083 43 53.94085(W) AD(       ) 3
 KZ2134  NGVD 29 (02/23/89)  409.7    (m)         1344.     (f) GPS OBS        
 KZ2134
 KZ2134.Superseded values are not recommended for survey control.
 KZ2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2134.See file dsdata.txt to determine how the superseded data were derived.
 KZ2134
 KZ2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6824077518(NAD 83)
 KZ2134_MARKER: DZ = AZIMUTH MARK DISK
 KZ2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2134_SP_SET: CONCRETE POST
 KZ2134_STAMPING: BELLPORT 1986
 KZ2134_MARK LOGO: NGS   
 KZ2134_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2134+STABILITY: SURFACE MOTION
 KZ2134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2134+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1995
 KZ2134
 KZ2134  HISTORY     - Date     Condition        Report By
 KZ2134  HISTORY     - 1986     MONUMENTED       NGS
 KZ2134  HISTORY     - 19870902 GOOD
 KZ2134  HISTORY     - 19951018 GOOD             NGS
 KZ2134
 KZ2134                          STATION DESCRIPTION
 KZ2134
 KZ2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2134'TO REACH FROM THE JUNCTION OF US HIGHWAY 33 AND 68 (ON THE NORTH SIDE
 KZ2134'BELLFONTAINE), GO NORTHEAST ON HIGHWAY 68 FOR 2.68 KM (1.7 MI) TO A
 KZ2134'RAILROAD CROSSING.  CONTINUE AHEAD FOR 1.11 KM (0.7 MILE) TO A ROAD
 KZ2134'RIGHT. TURN RIGHT, EASTERLY, FOR 0.61 KM (0.4 MILE) TO A GATE AND
 KZ2134'THE AIRPORT BUILDING IS ON THE LEFT.  PASS THROUGH GATE ON ROAD AND
 KZ2134'TARMAC FOR 0.13 KM (0.1 MILE) TO THE RUNWAY.  TURN LEFT, NORTHEAST,
 KZ2134'ALONG NORTHWEST SIDE OF RUNWAY FOR 0.66 KM (0.4 MILE) TO THE STATION.
 KZ2134'STATION MARKS ARE STANDARD NGS AZIMUTH DISKS STAMPED---BELLPORT 1986-.
 KZ2134'THE SURFACE DISK IS SET IN THE TOP OF 25-CM ROUND CONCRETE POST FLUSH
 KZ2134'WITH THE GROUND.  IT IS 13.5 METERS NORTHWEST OF THE RUNWAY CENTER,
 KZ2134'4.1 METERS SOUTHWEST OF EDGE OF APRON, 4.6 METERS WEST OF JUNCTION
 KZ2134'OF PAVEMENT EDGES, 18.5 METERS EAST-NORTHWEST OF CENTER OF RUNWAY
 KZ2134'END.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE M
 KZ2134'MASS ABOUT 1.3 METERS BELOW GROUND.
 KZ2134'DESCRIBED BY G. R. HEID, TYPED BY JIM MALONEY 9/03/87.
 KZ2134
 KZ2134                          STATION RECOVERY (1987)
 KZ2134
 KZ2134'RECOVERED 1987
 KZ2134'RECOVERED IN GOOD CONDITION.
 KZ2134
 KZ2134                          STATION RECOVERY (1995)
 KZ2134
 KZ2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ2134'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTH-NORTHEAST OF
 KZ2134'BELLEFONTAINE, 0.6 KM (0.35 MI) SOUTHEAST OF U.S.  HIGHWAY 68 AT THE
 KZ2134'BELLEFONTAINE MUNICPAL AIRPORT, AT THE NORTHEAST END OF THE RUNWAY,
 KZ2134'AND BETWEEN THE THRESHOLD LIGHTS AND THE RUNUP RAMP.  OWNERSHIP--CITY
 KZ2134'OF BELLEFONTAINE, P.O.  BOX 87, 3656 U.S.  ROUTE 68 NORTH,
 KZ2134'BELLEFONTAINE, OH.  43311.  AIRPORT MANAGER IS MICHAEL L.  DUFF. PHONE
 KZ2134'513-593-8210.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 33 AND 68
 KZ2134'ON THE NORTH SIDE OF BELLEFONTAINE, GO NORTHEAST ON HIGHWAY 68 FOR
 KZ2134'2.68 KM (1.65 MI) TO A RAILROAD CROSSING.  CONTINUE AHEAD FOR 1.11 KM
 KZ2134'(0.70 MI) TO A ROAD RIGHT.  TURN RIGHT, EASTERLY, ON COUNTY ROAD 290
 KZ2134'FOR 0.61 KM (0.35 MI) TO A GATE AND AIRPORT BUILDING ON THE LEFT.
 KZ2134'PASS THROUGH GATE ON THE ROAD AND ACROSS THE APRON FOR 0.13 KM (0.10
 KZ2134'MI) TO THE RUNWAY.  TURN LEFT, NORTHEAST, ALONG THE NORTHWEST SIDE OF
 KZ2134'THE RUNWAY FOR 0.66 KM (0.40 MI) TO THE STATION.  THE STATION IS SET
 KZ2134'IN THE TOP OF A 30 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.
 KZ2134'IT IS 13.5 M (44.3 FT) NORTHWEST OF THE RUNWAY CENTER, 4.1 SOUTHWEST
 KZ2134'OF THE RAMP EDGE, 4.5 M (14.8 FT) WEST OF THE JUNCTION OF THE PAVEMENT
 KZ2134'EDGES, 18.6 M (61.0 FT) EAST-NORTHEAST OF THE CENTER ONE OF THREE
 KZ2134'THRESHOLD LIGHTS, AND 45.5 M (149.3 FT) WEST-NORTHWEST OF THE CENTER
 KZ2134'OF THE RUNWAY END.  THE UNDERGROUND MARK IS SET ABOUT 1.2 M (3.9 FT)
 KZ2134'BELOW THE GROUND SURFACE.  DESCRIBED BY J.D.D., TYPED BY D.G.A.  THIS
 KZ2134'IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6055 ***********************************************************************
 AB6055  CBN         -  This is a Cooperative Base Network Control Station.
 AB6055  DESIGNATION -  BELMONT 70
 AB6055  PID         -  AB6055
 AB6055  STATE/COUNTY-  OH/BELMONT
 AB6055  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AB6055
 AB6055                         *CURRENT SURVEY CONTROL
 AB6055  ___________________________________________________________________
 AB6055* NAD 83(1995)-  40 04 36.50142(N)    080 55 36.74753(W)     ADJUSTED  
 AB6055* NAVD 88     -       364.7    (meters)    1197.     (feet)  GPS OBS   
 AB6055  ___________________________________________________________________
 AB6055  X           -     770,729.855 (meters)                     COMP
 AB6055  Y           -  -4,826,321.923 (meters)                     COMP
 AB6055  Z           -   4,084,727.871 (meters)                     COMP
 AB6055  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AB6055  ELLIP HEIGHT-         330.86  (meters)          (03/08/05) GPS OBS
 AB6055  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AB6055
 AB6055  HORZ ORDER  -  B
 AB6055  ELLP ORDER  -  FOURTH    CLASS II
 AB6055
 AB6055.The horizontal coordinates were established by GPS observations
 AB6055.and adjusted by the National Geodetic Survey in August 1996..
 AB6055
 AB6055.The orthometric height was determined by GPS observations and a
 AB6055.high-resolution geoid model.
 AB6055
 AB6055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6055
 AB6055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6055
 AB6055.The ellipsoidal height was determined by GPS observations
 AB6055.and is referenced to NAD 83.
 AB6055
 AB6055.The geoid height was determined by GEOID03.
 AB6055
 AB6055;                    North         East     Units Scale Factor Converg.
 AB6055;SPC OH S     -   231,729.929   734,179.045   MT  1.00000889   +0 59 53.4
 AB6055;UTM  17      - 4,436,284.546   506,234.988   MT  0.99960048   +0 02 49.5
 AB6055
 AB6055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6055!SPC OH S     -   0.99994810  x   1.00000889  =   0.99995699
 AB6055!UTM  17      -   0.99994810  x   0.99960048  =   0.99954860
 AB6055
 AB6055                          SUPERSEDED SURVEY CONTROL
 AB6055
 AB6055  ELLIP H (08/20/96)  330.90   (m)                       GP(       ) 4 2
 AB6055
 AB6055.Superseded values are not recommended for survey control.
 AB6055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6055.See file dsdata.txt to determine how the superseded data were derived.
 AB6055
 AB6055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0623536285(NAD 83)
 AB6055_MARKER: I = METAL ROD
 AB6055_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6055_STAMPING: BELMONT 70 1994
 AB6055_MARK LOGO: OHDT  
 AB6055_PROJECTION: FLUSH
 AB6055_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB6055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6055+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB6055_ROD/PIPE-DEPTH: 12.8 meters
 AB6055_SLEEVE-DEPTH  : 0.6 meters
 AB6055
 AB6055  HISTORY     - Date     Condition        Report By
 AB6055  HISTORY     - 1994     MONUMENTED       OHDT
 AB6055
 AB6055                          STATION DESCRIPTION
 AB6055
 AB6055'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (RLC)
 AB6055'THE STATION IS LOCATED 2.2 KM (1.35 MI) WEST ALONG US 40 FROM THE
 AB6055'COURTHOUSE AT ST CLAIRSVILLE AT THE INTERSECTION OF US 40 AND I-70.
 AB6055'THE MARK IS LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 AB6055'COMPLEX.  THE MARK IS 86.3 M (283.1 FT) NORTH OF THE BRIDGE OVER THE
 AB6055'WEST BOUND LANES OF I-70 AND 91.4 M (299.9 FT) SOUTH OF THE EDGE OF
 AB6055'THE WEST BOUND EXIT RAMP WHERE IT MEETS US 40.  THE MARK IS ON THE
 AB6055'EAST SIDE OF US 40.  THE MARK IS 26.8 M (87.9 FT) EAST OF A TRAFFIC
 AB6055'ISLAND ON THE WEST BOUND ENTRANCE.  THE SURFACE MONUMENT IS A STANDARD
 AB6055'ALUMINUM MONUMENT ASSEMBLY STAMPED --OHIO DEPARTMENT OF
 AB6055'TRANSPORTATION--.  THE MARK DESIGNATION IS STAMPED --BELMONT 70
 AB6055'1994--.  THE MARK IS ON PUBLIC RIGHT-OF-WAY AND IS ACCESSIBLE AT ALL
 AB6055'TIMES.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1155 ***********************************************************************
 JX1155  DESIGNATION -  BELPRE EAST BASE
 JX1155  PID         -  JX1155
 JX1155  STATE/COUNTY-  OH/WASHINGTON
 JX1155  USGS QUAD   -  PARKERSBURG (1994)
 JX1155
 JX1155                         *CURRENT SURVEY CONTROL
 JX1155  ___________________________________________________________________
 JX1155* NAD 83(1995)-  39 16 45.84796(N)    081 34 52.03818(W)     ADJUSTED  
 JX1155* NAVD 88     -       197.463  (meters)     647.84   (feet)  ADJUSTED  
 JX1155  ___________________________________________________________________
 JX1155  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 JX1155  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1155  DYNAMIC HT  -         197.340 (meters)     647.44  (feet)  COMP
 JX1155  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 JX1155
 JX1155  HORZ ORDER  -  FIRST
 JX1155  VERT ORDER  -  FIRST     CLASS II
 JX1155
 JX1155.The horizontal coordinates were established by classical geodetic methods
 JX1155.and adjusted by the National Geodetic Survey in April 1998..
 JX1155
 JX1155.The orthometric height was determined by differential leveling
 JX1155.and adjusted by the National Geodetic Survey in June 1991..
 JX1155
 JX1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1155
 JX1155.The geoid height was determined by GEOID03.
 JX1155
 JX1155.The dynamic height is computed by dividing the NAVD 88
 JX1155.geopotential number by the normal gravity value computed on the
 JX1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1155.degrees latitude (g = 980.6199 gals.).
 JX1155
 JX1155.The modeled gravity was interpolated from observed gravity values.
 JX1155
 JX1155;                    North         East     Units Scale Factor Converg.
 JX1155;SPC OH S     -   142,433.768   679,278.800   MT  0.99993758   +0 34 59.0
 JX1155;SPC WV N     -    88,606.415   420,454.516   MT  0.99995893   -1 19 38.2
 JX1155;UTM  17      - 4,347,943.818   449,877.984   MT  0.99963093   -0 22 04.5
 JX1155
 JX1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1155!SPC OH S     -   0.99997441  x   0.99993758  =   0.99991199
 JX1155!SPC WV N     -   0.99997441  x   0.99995893  =   0.99993334
 JX1155!UTM  17      -   0.99997441  x   0.99963093  =   0.99960534
 JX1155
 JX1155|---------------------------------------------------------------------|
 JX1155| PID    Reference Object                     Distance      Geod. Az  |
 JX1155|                                                           dddmmss.s |
 JX1155| JX1154 BELPRE EAST BASE RM 1                24.051 METERS 08148     |
 JX1155| JX2172 BELPRE MUNICIPAL TANK               295.994 METERS 10042     |
 JX1155| JX2186 RICHARDS RM 3                       APPROX. 5.3 KM 2535247.6 |
 JX1155| JX1156 BELPRE EAST BASE RM 2                26.234 METERS 27200     |
 JX1155| CC9747 BELPRE EAST BASE AZ MK                             2791547.8 |
 JX1155|---------------------------------------------------------------------|
 JX1155
 JX1155                          SUPERSEDED SURVEY CONTROL
 JX1155
 JX1155  NAD 83(1986)-  39 16 45.85164(N)    081 34 52.04409(W) AD(       ) 1
 JX1155  NAD 27      -  39 16 45.58200(N)    081 34 52.59100(W) AD(       ) 1
 JX1155  NGVD 29 (??/??/92)  197.648  (m)          648.45   (f) ADJ UNCH    1 2
 JX1155
 JX1155.Superseded values are not recommended for survey control.
 JX1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1155.See file dsdata.txt to determine how the superseded data were derived.
 JX1155
 JX1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD4987847944(NAD 83)
 JX1155_MARKER: DS = TRIANGULATION STATION DISK
 JX1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1155_STAMPING: BELPRE EAST BASE 1944
 JX1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1155+STABILITY: SURFACE MOTION
 JX1155
 JX1155  HISTORY     - Date     Condition        Report By
 JX1155  HISTORY     - 1944     MONUMENTED       CGS
 JX1155  HISTORY     - 1959     GOOD             NGS
 JX1155  HISTORY     - 1963     GOOD             AEROS
 JX1155  HISTORY     - 1975     GOOD             NGS
 JX1155  HISTORY     - 1975     GOOD             THOMAS
 JX1155  HISTORY     - 1977     GOOD             OHDT
 JX1155  HISTORY     - 1978     GOOD             NGS
 JX1155  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 JX1155  HISTORY     - 1984     GOOD             NGS
 JX1155  HISTORY     - 20020216 MARK NOT FOUND   INDIV
 JX1155
 JX1155                          STATION DESCRIPTION
 JX1155
 JX1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1155'STATION
 JX1155'IS LOCATED ON THE
 JX1155'S RIGHT-OF-WAY OF THE BALTIMORE AND OHIO RAILROAD,
 JX1155'IN BELPRE, AND ABOUT 0.15 MILE W OF
 JX1155'THE BELPRE MUNICIPAL WATER
 JX1155'TANK.  IT IS 33 FEET S OF THE S RAIL OF THE S TRACKS,
 JX1155'15 FEET NW OF
 JX1155'A 15-INCH MAPLE TREE, 28 FEET NE OF A 24-INCH MAPLE TREE, AND
 JX1155'135 FEET NW OF THE NW
 JX1155'CORNER OF A GULF SERVICE STATION.  THE DISK
 JX1155'IS STAMPED BELPRE EAST BASE 1944.
 JX1155'
 JX1155'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX1155'DISKS SET IN
 JX1155'CONCRETE.
 JX1155'
 JX1155'REFERENCE MARK 1 IS 78.89 FEET ESE OF THE STATION, 18 FEET S
 JX1155'OF THE S RAIL OF
 JX1155'THE S TRACKS, AND 34 FEET NE OF A 30-INCH TWIN
 JX1155'MAPLE TREE.  IT IS STAMPED BELPRE
 JX1155'EAST BASE NO 1 1944.
 JX1155'
 JX1155'REFERENCE MARK 2 IS 86.07 FEET WNW OF THE STATION, 34 FEET S
 JX1155'OF THE S RAIL OF
 JX1155'THE S TRACKS OF THE RAILROAD, AND 36 FEET WNW OF
 JX1155'A WATER HYDRANT.  IT IS STAMPED
 JX1155'BELPRE EAST BASE NO 2 1944.
 JX1155'
 JX1155'AZIMUTH MARK IS WNW OF THE STATION, ON THE W SIDE OF A DIRT
 JX1155'ROAD, 3 FEET S OF
 JX1155'POLE 163, 2 FEET E OF A FENCE, 16 FEET W OF THE
 JX1155'CENTER LINE OF THE ROAD, AND 175
 JX1155'FEET N OF THE N RAIL OF THE RAILROAD
 JX1155'TRACKS.  IT IS STAMPED BELPRE EAST BASE 1944.
 JX1155'
 JX1155'TO REACH THE STATION FROM THE PARKERSBURG BRIDGE IN BELPRE,
 JX1155'GO W ON U.S.
 JX1155'HIGHWAY 50 FOR 0.25 MILE TO THE JUNCTION WITH STATE
 JX1155'HIGHWAY 618, TURN RIGHT ON
 JX1155'HIGHWAY 618 AND GO 0.75 MILE TO A REVERSE
 JX1155'FORK (GULF SERVICE STATION IN THE FORK).*
 JX1155'TURN SHARP RIGHT
 JX1155'FOR ABOUT 40 YARDS, THEN TURN LEFT AND GO ABOUT 35 YARDS TO
 JX1155'RAILROAD TRACKS
 JX1155'AND STATION.
 JX1155'
 JX1155'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO W ON PAVED
 JX1155'ROAD FOR 0.5 MILE
 JX1155'TO CROSSROADS, TURN RIGHT AND GO 0.25 MILE TO
 JX1155'RAILROAD TRACKS, CROSS TRACKS AND GO
 JX1155'ABOUT 60 YARDS TO A POLE ON
 JX1155'THE LEFT AND AZIMUTH MARK.
 JX1155'
 JX1155'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JX1155
 JX1155                          STATION RECOVERY (1959)
 JX1155
 JX1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 JX1155'AT BELPRE.
 JX1155'AT BELPRE, ABOUT 0.35 MILE WEST ALONG THE BALTIMORE AND OHIO
 JX1155'RAILROAD FROM THE STATION, 0.15 MILE WEST OF THE CITY WATER TANK,
 JX1155'IN SECTION 25, T-1-N R-9-W, NEAR THE EAST END OF A SMALL PARK
 JX1155'ALONG THE SOUTH SIDE OF THE RAILROAD YARDS WITH A ROW OF LARGE
 JX1155'MAPLE TREES ALONG THE SOUTH EDGE OF THE PARK, ABOUT 50 YARDS
 JX1155'NORTHEAST OF THE Y JUNCTION OF STATE HIGHWAY 618 AND A BLACK TOP
 JX1155'LEADING EAST FROM THE JUNCTION ABOUT 30 YARDS NORTH OF THE CENTER
 JX1155'LINE OF THE ROAD EAST, 32 1/2 FEET SOUTH OF THE SOUTH RAIL OF A
 JX1155'SPUR TRACK LEADING TO THE STOCK YARDS, 29 FEET SOUTH OF THE NORTH
 JX1155'EDGE OF A WALL BETWEEN THE PARK AND THE TRACK, 15 1/2 FEET
 JX1155'NORTHWEST OF THE SECOND TREE WEST OF THE EAST END OF THE ROW OF
 JX1155'TREES, 29 1/2 FEET NORTHEAST OF THE THIRD TREE WEST OF THE EAST
 JX1155'END OF THE ROW OF TREES, 14 1/2 FEET NORTH OF A FENCE LINE, ABOUT
 JX1155'8 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF A
 JX1155'CONCRETE POST FLUSH WITH THE GROUND.
 JX1155
 JX1155                          STATION RECOVERY (1963)
 JX1155
 JX1155'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 JX1155'BELPRE EAST BASE 1944 FOUND AS DESCRIBED.
 JX1155
 JX1155                          STATION RECOVERY (1975)
 JX1155
 JX1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX1155'THE STATION MARK,REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 JX1155'FOUND TO BE IN GOOD CONDITION. THE AZIMUTH MARK WAS SEARCHED FOR
 JX1155'AND NOT FOUND, IT WAS APPARENTLY DESTROYED BY CONSTRUCTION.
 JX1155'DIRECTIONS TO THE REFERENCE MARKS CHECKED. THE DISTANCE TO
 JX1155'REFERENCE MARK 2 CHECKED THE OLD DATA AND A DIFFERENCE OF 0.008
 JX1155'METER LONGER WAS NOTED IN THE DISTANCE TO REFERENCE MARK 1.
 JX1155'FOLLOWING IS A COMPLETE DESCRIPTION.
 JX1155'
 JX1155'THE STATION IS IN THE CITY OF BELPRE, OHIO AND ON THE SOUTH
 JX1155'RIGHT-OF-WAY OF THE BALTIMORE AND OHIO RAILROAD AND AT THE
 JX1155'NORTH BOUNDARY OF PROPERTY OWNED BY MAYLE OF BELPRE PIPE
 JX1155'COMPANY.  PERMISSION TO PASS THROUGH AND ERECT A TOWER ON
 JX1155'COMPANY PROPERTY WAS OBTAINED FROM DARWIN MAYLE.
 JX1155'
 JX1155'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS ROUTE U.S.
 JX1155'HIGHWAY 50 AND STATE HIGHWAY 618, AT THE OHIO END OF THE OLD
 JX1155'PARKERSBURG BRIDGE IN BELPRE, GO WESTERLY ON STATE HIGHWAY 618
 JX1155'FOR 0.6 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTHERLY ON LEE
 JX1155'STREET FOR 0.35 MILE TO THE END OF THE STREET. TURN RIGHT AND GO
 JX1155'EAST ON PUTNAM-HOWE DRIVE FOR 0.05 MILE TO A FORK, BEAR LEFT AND
 JX1155'CONTINUE EAST FOR ABOUT 100 FEET TO A GATE ON THE LEFT.  TURN
 JX1155'LEFT AND ENTER THE STORAGE LOT OF THE MAYLE OF BELPRE PIPE
 JX1155'COMPANY, CROSS THE LOT TO THE NORTH BOUNDARY OF COMPANY
 JX1155'PROPERTY AND THE STATION.
 JX1155'
 JX1155'STATION MARK IS A STANDARD DISK STAMPED---BELPRE EAST BASE
 JX1155'1944---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JX1155'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 6.6 FEET EAST-
 JX1155'NORTHEAST OF THE EAST POST OF A GATE, 10.6 FEET NORTHEAST OF A
 JX1155'STORAGE SHED AND 2.5 FEET NORTH OF THE RIGHT OF WAY FENCE.
 JX1155'
 JX1155'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BELPRE EAST BASE
 JX1155'NO 1 1944---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JX1155'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND. IT IS 2 FEET
 JX1155'WEST OF A 6 BY 6 INCH POST, 12 FEET NORTH OF A EAST-WEST FENCE
 JX1155'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 JX1155'
 JX1155'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BELPRE EAST BASE
 JX1155'NO 2 1944---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JX1155'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 5 FEET NORTH OF A
 JX1155'FENCE AND A LONE TREE, 14.5 FEET SOUTH OF THE APPROXIMATE CENTER
 JX1155'OF A GRAVEL DRIVE, 60 FEET WEST OF THE WEST END OF A GATE AND A
 JX1155'MAPLE TREE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 JX1155'
 JX1155'DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO PIPE
 JX1155'STORAGE ON LINE.
 JX1155'
 JX1155'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 JX1155'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 ARE BENCH
 JX1155'MARKS AS DESCRIBED.
 JX1155
 JX1155                          STATION RECOVERY (1975)
 JX1155
 JX1155'RECOVERY NOTE BY THOMAS ENG AND SURV 1975 (CS)
 JX1155'BELPRE EAST BASE 1944 UNDISTURBED (VERTICALLY).
 JX1155'
 JX1155'MARK IS IN A BUILDING SUPPLY YARD AND MAY HAVE BUILDING MATERIALS
 JX1155'STORED ON TOP OF MARK.
 JX1155'
 JX1155'BELPRE EAST BASE NO. 1 1944 UNDISTURBED (VERTICALLY).
 JX1155'
 JX1155'MARK IS IN A BUILDING SUPPLY YARD AND MAY HAVE BUILDING MATERIALS
 JX1155'STORED ON TOP OF MARK.
 JX1155'
 JX1155'BELPRE EAST BASE RM 2, 1944 UNDISTURBED.
 JX1155'
 JX1155'MARK HAD A CRATE OF 8 INCH CLAY TILE STACKED ON TOP.
 JX1155'
 JX1155'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BELPRE.
 JX1155
 JX1155                          STATION RECOVERY (1977)
 JX1155
 JX1155'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1977 (WD)
 JX1155'BELPRE EAST BASE 1944 MONUMENT IS IN GOOD CONDITION BUT VERY MUCH
 JX1155'IN JEPRODY.
 JX1155'
 JX1155'NOTE--MARK IS IN A CONSTRUCTION CO. SALES STORAGE YARD WITH SAND,
 JX1155'PIPE, AND OTHER MATERIALS STACKED ON TOP OF IT AND IS VERY LIKELY TO
 JX1155'BE MOVED OR TORN OUT.
 JX1155'
 JX1155'DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN BELPRE OHIO.
 JX1155
 JX1155                          STATION RECOVERY (1978)
 JX1155
 JX1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JX1155'ALL MARKS WERE FOUND IN GOOD CONDITION AFTER A VERY LONG SEARCH.  THE
 JX1155'1944 DESCRIPTION HAD TO BE USED TO LOCATE THE STATION.  A NEW
 JX1155'DESCRIPTION FOLLOWS--
 JX1155'
 JX1155'STATION IS LOCATED IN BELPRE, NEAR THE SOUTH RIGHT-OF-WAY OF THE B
 JX1155'AND O RAILROAD, ON THE PROPERTY OF THE BELPRE PIPE CO., 24 FEET EAST
 JX1155'OF A 36 INCH MAPLE TREE, 1 FOOT NORTH OF A METAL WITNESS POST, 22
 JX1155'FEET SOUTH OF A WATER HYDRANT, 24 FEET SOUTH OF A FENCE AND 33 FEET
 JX1155'SOUTH OF THE SOUTH RAIL OF THE RAILROAD.  THE MONUMENT IS FLUSH AND
 JX1155'THE DISK IS STAMPED---BELPRE EAST BASE 1944---.
 JX1155'
 JX1155'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS ROUTE U.S. HIGHWAY
 JX1155'50 AND STATE HIGHWAY 618 AT THE OHIO END OF THE OLD PARKERSBURG BRIDGE
 JX1155'IN BELPRE, GO WESTERLY ON HIGHWAY 618 FOR 0.6 MILE TO A
 JX1155'CROSSROAD.  TURN RIGHT AND GO NORTHERLY ON LEE STREET FOR 0.35 MILE TO
 JX1155'ITS END.  TURN RIGHT AND GO EAST ON PUTNAM-HOWE DRIVE FOR 0.05 MILE
 JX1155'TO A FORK.  BEAR LEFT AND CONTINUE EAST FOR ABOUT 100 FEET TO THE
 JX1155'STATION ON THE LEFT.
 JX1155'
 JX1155'REFERENCE MARK 1 IS 18 FEET SOUTH OF THE SOUTH RAIL AND 2 FEET WEST
 JX1155'OF A 6 BY 6 INCH POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 JX1155'STAMPED---BELPRE EAST BASE NO 1 1944---.
 JX1155'
 JX1155'REFERENCE MARK 2 IS 27 FEET SOUTH OF THE FENCE, 1 FOOT WEST OF A
 JX1155'METAL WITNESS POST, 34 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD, AND
 JX1155'85 FEET NORTH OF THE NORTHWEST CORNER OF OFFICE AND SCALE HOUSE.  THE
 JX1155'MONUMENT IS FLUSH AND THE DISK IS STAMPED---BELPRE EAST BASE NO 2
 JX1155'1944---
 JX1155
 JX1155                          STATION RECOVERY (1981)
 JX1155
 JX1155'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (SR)
 JX1155'BELPRE EAST BASE 1944 NOT RECOVERED.
 JX1155'
 JX1155'AREA WHERE MARK SHOULD HAVE BEEN IS NOW A STORAGE YARD FOR A LUMBER
 JX1155'COMPANY.  WE DIDNT MEASURE ANY REFERENCE DISTANCES.
 JX1155'
 JX1155'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TOWN OF BELPRE.
 JX1155
 JX1155                          STATION RECOVERY (1984)
 JX1155
 JX1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1155'ABOUT FROM THE WEST END OF THE MAIN STREET BRIDGE OVER OHIO RIVER,
 JX1155'0.3 KM (0.2 MI) WEST ALONG STATE HIGHWAY 618 TO CAMPUS DRIVE, TURN
 JX1155'RIGHT AND GO NORTHWEST 1.1 KM (0.7 MI) TO REVERSE FORK AT PUTNAM
 JX1155'DRIVE, 43.0 METERS (141 FT) NORTH OF NORTHWEST CORNER OF BRICK
 JX1155'BUILDING IN ROAD FORK, 28.0 METERS (92 FT) NORTH OF MAYLE PIPE CO.
 JX1155'ENTRANCE GATE, 9.8 METERS (32 FT) SOUTH OF THE SOUTH RAIL OF A
 JX1155'RAILROAD SIDING, AND 6.6 METERS (21.7 FT) SOUTH OF A WATER SPIGOT.
 JX1155
 JX1155                          STATION RECOVERY (2002)
 JX1155
 JX1155'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JEB)
 JX1155'THE MAYLE PIPE COMPANY OFFICE MANAGER (OWNER PERHAPS) DEMANDED 75
 JX1155'DOLLARS TO VIEW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1154 ***********************************************************************
 JX1154  DESIGNATION -  BELPRE EAST BASE RM 1
 JX1154  PID         -  JX1154
 JX1154  STATE/COUNTY-  OH/WASHINGTON
 JX1154  USGS QUAD   -  PARKERSBURG (1994)
 JX1154
 JX1154                         *CURRENT SURVEY CONTROL
 JX1154  ___________________________________________________________________
 JX1154* NAD 83(1986)-  39 16 46.     (N)    081 34 52.     (W)     SCALED    
 JX1154* NAVD 88     -       197.370  (meters)     647.54   (feet)  ADJUSTED  
 JX1154  ___________________________________________________________________
 JX1154  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1154  DYNAMIC HT  -         197.248 (meters)     647.14  (feet)  COMP
 JX1154  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 JX1154
 JX1154  VERT ORDER  -  FIRST     CLASS II
 JX1154
 JX1154.The horizontal coordinates were scaled from a topographic map and have
 JX1154.an estimated accuracy of +/- 6 seconds.
 JX1154
 JX1154.The orthometric height was determined by differential leveling
 JX1154.and adjusted by the National Geodetic Survey in June 1991..
 JX1154
 JX1154.The geoid height was determined by GEOID03.
 JX1154
 JX1154.The dynamic height is computed by dividing the NAVD 88
 JX1154.geopotential number by the normal gravity value computed on the
 JX1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1154.degrees latitude (g = 980.6199 gals.).
 JX1154
 JX1154.The modeled gravity was interpolated from observed gravity values.
 JX1154
 JX1154;                    North         East    Units  Estimated Accuracy
 JX1154;SPC OH S     -   142,440.      679,280.      MT  (+/- 180 meters Scaled)
 JX1154
 JX1154                          SUPERSEDED SURVEY CONTROL
 JX1154
 JX1154  NGVD 29 (??/??/92)  197.555  (m)          648.14   (f) ADJ UNCH    1 2
 JX1154
 JX1154.Superseded values are not recommended for survey control.
 JX1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1154.See file dsdata.txt to determine how the superseded data were derived.
 JX1154
 JX1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD498479(NAD 83)
 JX1154_MARKER: DR = REFERENCE MARK DISK
 JX1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1154_STAMPING: BELPRE EAST BASE NO 1 1944
 JX1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1154+STABILITY: SURFACE MOTION
 JX1154
 JX1154  HISTORY     - Date     Condition        Report By
 JX1154  HISTORY     - 1944     MONUMENTED       CGS
 JX1154  HISTORY     - 1959     GOOD             NGS
 JX1154  HISTORY     - 1984     GOOD             NGS
 JX1154
 JX1154                          STATION DESCRIPTION
 JX1154
 JX1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX1154'AT BELPRE.
 JX1154'AT BELPRE, ABOUT 0.35 MILE WEST ALONG THE BALTIMORE AND OHIO
 JX1154'RAILROAD FROM THE STATION, 0.15 MILE WEST OF THE CITY WATER
 JX1154'TANK, IN SECTION 25, T-1-N R-9-W, 78.9 FEET EAST-NORTHEAST OF
 JX1154'BELPRE EAST BASE DESCRIBED, 19 FEET SOUTH OF THE SOUTH RAIL OF
 JX1154'A SPUR TRACK LEADING TO STOCK YARDS, 35 FEET NORTHEAST OF THE
 JX1154'EASTERMOST TREE IN A ROW OF MAPLE TREES ALONG THE SOUTH EDGE OF PARK,
 JX1154'41 1/2 FEET WEST OF A LONE 40-INCH HEDGE TREE, 61 FEET SOUTHEAST
 JX1154'OF AND ACROSS THE SPUR TRACK FROM MILEPOLE 193+29, ABOUT 7 FEET
 JX1154'ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST
 JX1154'PROJECTING 1 INCH ABOVE THE GROUND.
 JX1154
 JX1154                          STATION RECOVERY (1984)
 JX1154
 JX1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1154'FROM THE WEST END OF THE MAIN STREET BRIDGE OVER OHIO RIVER, 0.3 KM
 JX1154'(0.2 MI) WEST ALONG STATE HIGHWAY 618 TO CAMPUS DRIVE, TURN RIGHT AND
 JX1154'GO NORTHWEST 1.1 KM (0.7 MI) TO REVERSE FORK AT PUTNAM HOWE DRIVE,
 JX1154'ABOUT 70 METERS (230 FT) NORTHEAST OF INTERSECTION, 24.1 METERS (79
 JX1154'FT) WEST OF A FENCE CORNER, 1.8 METERS (6 FT) SOUTH OF A WIRE FENCE
 JX1154'AND 1.4 METERS (4.5 FT) WEST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1156 ***********************************************************************
 JX1156  DESIGNATION -  BELPRE EAST BASE RM 2
 JX1156  PID         -  JX1156
 JX1156  STATE/COUNTY-  OH/WASHINGTON
 JX1156  USGS QUAD   -  PARKERSBURG (1994)
 JX1156
 JX1156                         *CURRENT SURVEY CONTROL
 JX1156  ___________________________________________________________________
 JX1156* NAD 83(1986)-  39 16 46.     (N)    081 34 52.     (W)     SCALED    
 JX1156* NAVD 88     -       197.722  (meters)     648.69   (feet)  ADJUSTED  
 JX1156  ___________________________________________________________________
 JX1156  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1156  DYNAMIC HT  -         197.598 (meters)     648.29  (feet)  COMP
 JX1156  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 JX1156
 JX1156  VERT ORDER  -  FIRST     CLASS II
 JX1156
 JX1156.The horizontal coordinates were scaled from a topographic map and have
 JX1156.an estimated accuracy of +/- 6 seconds.
 JX1156
 JX1156.The orthometric height was determined by differential leveling
 JX1156.and adjusted by the National Geodetic Survey in June 1991..
 JX1156
 JX1156.The geoid height was determined by GEOID03.
 JX1156
 JX1156.The dynamic height is computed by dividing the NAVD 88
 JX1156.geopotential number by the normal gravity value computed on the
 JX1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1156.degrees latitude (g = 980.6199 gals.).
 JX1156
 JX1156.The modeled gravity was interpolated from observed gravity values.
 JX1156
 JX1156;                    North         East    Units  Estimated Accuracy
 JX1156;SPC OH S     -   142,440.      679,280.      MT  (+/- 180 meters Scaled)
 JX1156
 JX1156                          SUPERSEDED SURVEY CONTROL
 JX1156
 JX1156  NGVD 29 (??/??/92)  197.906  (m)          649.30   (f) ADJ UNCH    1 2
 JX1156
 JX1156.Superseded values are not recommended for survey control.
 JX1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1156.See file dsdata.txt to determine how the superseded data were derived.
 JX1156
 JX1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD498479(NAD 83)
 JX1156_MARKER: DR = REFERENCE MARK DISK
 JX1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1156_STAMPING: BELPRE EAST BASE NO 2 1944
 JX1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1156+STABILITY: SURFACE MOTION
 JX1156
 JX1156  HISTORY     - Date     Condition        Report By
 JX1156  HISTORY     - 1944     MONUMENTED       CGS
 JX1156  HISTORY     - 1959     GOOD             NGS
 JX1156  HISTORY     - 1984     GOOD             NGS
 JX1156
 JX1156                          STATION DESCRIPTION
 JX1156
 JX1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JX1156'AT BELPRE.
 JX1156'AT BELPRE, ABOUT 0.35 MILE WEST ALONG THE BALTIMORE AND OHIO
 JX1156'RAILROAD FROM THE STATION, ABOUT 0.15 MILE WEST OF THE CITY
 JX1156'WATER TANK, IN SECTION 25, T-1-N R-9-W, 86.1 FEET WEST OF
 JX1156'BELPRE EAST BASE DESCRIBED, 44 FEET EAST OF A WATER HYDRANT, 34
 JX1156'FEET SOUTH OF THE SOUTH RAIL OF A SPUR TRACK LEADING TO STOCK
 JX1156'YARDS, 72 1/2 FEET SOUTH OF AND ACROSS THE SPUR TRACK FROM
 JX1156'MILEPOLE 193+27, 14 FEET NORTH OF A FENCE LINE ABOUT 8 FEET
 JX1156'ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST
 JX1156'FLUSH WITH THE GROUND.
 JX1156
 JX1156                          STATION RECOVERY (1984)
 JX1156
 JX1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JX1156'FROM THE WEST END OF THE MAIN STREET BRIDGE OVER OHIO RIVER, 0.3 KM
 JX1156'(0.2 MI) WEST ALONG STATE HIGHWAY 618 TO CAMPUS DRIVE, TURN RIGHT AND
 JX1156'GO NORTHWEST 1.1 KM (0.7 MI) TO A REVERSE FORK AT PUTNAM HOWE DRIVE,
 JX1156'ABOUT 40 METERS (130 FT) NORTH OF THE ROAD FORK, 11.9 METERS (39 FT)
 JX1156'NORTH OF A GAS PUMP, 11.6 METERS (38 FT) WEST OF A UTILITY POLE, 10.7
 JX1156'METERS (35 FT) SOUTH OF THE SOUTH RAIL OF A RAILROAD SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2183 ***********************************************************************
 JX2183  DESIGNATION -  BELPRE WEST BASE
 JX2183  PID         -  JX2183
 JX2183  STATE/COUNTY-  OH/WASHINGTON
 JX2183  USGS QUAD   -  LITTLE HOCKING (1994)
 JX2183
 JX2183                         *CURRENT SURVEY CONTROL
 JX2183  ___________________________________________________________________
 JX2183* NAD 83(1995)-  39 16 57.89996(N)    081 39 19.53332(W)     ADJUSTED  
 JX2183* NAVD 88     -       192.1    (meters)     630.     (feet)  VERTCON   
 JX2183  ___________________________________________________________________
 JX2183  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 JX2183  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JX2183
 JX2183  HORZ ORDER  -  FIRST
 JX2183
 JX2183.The horizontal coordinates were established by classical geodetic methods
 JX2183.and adjusted by the National Geodetic Survey in April 1998..
 JX2183
 JX2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2183
 JX2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2183
 JX2183.The geoid height was determined by GEOID03.
 JX2183
 JX2183;                    North         East     Units Scale Factor Converg.
 JX2183;SPC OH S     -   142,742.803   672,864.716   MT  0.99993747   +0 32 09.2
 JX2183;SPC WV N     -    89,129.118   414,054.163   MT  0.99995858   -1 22 28.8
 JX2183;UTM  17      - 4,348,359.132   443,471.850   MT  0.99963934   -0 24 54.0
 JX2183
 JX2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2183!SPC OH S     -   0.99997525  x   0.99993747  =   0.99991272
 JX2183!SPC WV N     -   0.99997525  x   0.99995858  =   0.99993383
 JX2183!UTM  17      -   0.99997525  x   0.99963934  =   0.99961460
 JX2183
 JX2183|---------------------------------------------------------------------|
 JX2183| PID    Reference Object                     Distance      Geod. Az  |
 JX2183|                                                           dddmmss.s |
 JX2183| CC9749 BELPRE WEST BASE RM 1                23.033 METERS 07626     |
 JX2183| JX2172 BELPRE MUNICIPAL TANK               APPROX. 6.7 KM 0933704.5 |
 JX2183| JX2190 BELPRE WEST BASE AZ MK 2 PTA        APPROX. 0.6 KM 0951617.3 |
 JX2183| JX2189 BELPRE WEST BASE AZ MK 2            APPROX. 0.6 KM 0953751.6 |
 JX2183| CC9748 BELPRE WEST BASE AZ MK                             0953944.3 |
 JX2183| CC9750 BELPRE WEST BASE RM 2                21.783 METERS 28827     |
 JX2183|---------------------------------------------------------------------|
 JX2183
 JX2183                          SUPERSEDED SURVEY CONTROL
 JX2183
 JX2183  NAD 83(1986)-  39 16 57.90365(N)    081 39 19.53917(W) AD(       ) 1
 JX2183  NAD 27      -  39 16 57.63400(N)    081 39 20.07700(W) AD(       ) 1
 JX2183  NGVD 29 (07/19/86)  192.3    (m)          631.     (f) VERT ANG       
 JX2183
 JX2183.Superseded values are not recommended for survey control.
 JX2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2183.See file dsdata.txt to determine how the superseded data were derived.
 JX2183
 JX2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD4347248359(NAD 83)
 JX2183_MARKER: DS = TRIANGULATION STATION DISK
 JX2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2183_STAMPING: BELPRE WEST BASE 1944
 JX2183_MARK LOGO: CGS   
 JX2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2183+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 JX2183
 JX2183  HISTORY     - Date     Condition        Report By
 JX2183  HISTORY     - 1944     MONUMENTED       CGS
 JX2183  HISTORY     - 1960     GOOD             CGS
 JX2183  HISTORY     - 1963     GOOD             LOCENG
 JX2183  HISTORY     - 1975     GOOD             NGS
 JX2183  HISTORY     - 1975     GOOD             THOMAS
 JX2183  HISTORY     - 20010202 GOOD             LOCENG
 JX2183
 JX2183                          STATION DESCRIPTION
 JX2183
 JX2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2183'STATION
 JX2183'IS LOCATED
 JX2183'APPROXIMATELY 5 MILES (AIR LINE) W OF BELPRE, 4 MILES
 JX2183'NE OF THE VILLAGE OF LITTLE
 JX2183'HOCKING, AND ON THE RIGHT-OF-WAY OF
 JX2183'THE BALTIMORE AND OHIO RAILROAD.  STATION MARK
 JX2183'IS 50 FEET N OF THE
 JX2183'N RAIL OF THE MAIN TRACK, 85 FEET SE OF THE SE CORNER OF MR.
 JX2183'LORING DELANOS
 JX2183'HOUSE, AND 26 FEET SW OF A GARAGE.  THE DISK
 JX2183'IS STAMPED BELPRE WEST BASE 1944
 JX2183'AND IS FLUSH WITH THE GROUND.
 JX2183'
 JX2183'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX2183'DISKS SET IN
 JX2183'CONCRETE.
 JX2183'
 JX2183'REFERENCE MARK 1 IS 75.54 FEET ENE OF THE STATION, 70 FEET N
 JX2183'OF THE N RAIL OF
 JX2183'THE MAIN TRACK, 53 FEET E OF THE GARAGE, AND 2
 JX2183'FEET S OF A FENCELINE.  IT IS
 JX2183'STAMPED BELPRE WEST BASE NO 1
 JX2183'1944 AND IS SET FLUSH WITH THE GROUND.
 JX2183'
 JX2183'REFERENCE MARK 2 IS 71.44 FEET W OF THE STATION, 70 FEET N
 JX2183'OF THE N RAIL OF
 JX2183'THE MAIN TRACK, AND 29 FEET S OF THE SE CORNER
 JX2183'OF THE DELANO HOUSE.  IT IS STAMPED
 JX2183'BELPRE WEST BASE NO 2 1944
 JX2183'AND IS FLUSH WITH THE GROUND.
 JX2183'
 JX2183'AZIMUTH MARK IS E OF THE STATION, ON THE RIGHT-OF-WAY OF THE
 JX2183'BALTIMORE AND OHIO
 JX2183'RAILROAD, 41 FEET S OF THE S RAIL OF THE TRACKS.
 JX2183'AND 9 FEET N OF THE NE CORNER OF A
 JX2183'WOODEN RAIL FENCE.  IT IS
 JX2183'STAMPED BELPRE WEST BASE 1944 AND IS SET FLUSH WITH
 JX2183'THE GROUND.
 JX2183'
 JX2183'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX2183'STATE HIGHWAY 7 AT
 JX2183'THE W END OF THE PARKERSBURG BRIDGE, GO W ON
 JX2183'U.S. HIGHWAY 50 AND STATE HIGHWAY 7
 JX2183'FOR 4.9 MILES TO A T-ROAD
 JX2183'RIGHT, TURN RIGHT AND GO 0.15 MILE TO THE BALTIMORE
 JX2183'AND OHIO RAILROAD
 JX2183'TRACKS, CROSS TRACKS AND TURN RIGHT ON A T-ROAD AND CONTINUE
 JX2183'ALONG THE N SIDE
 JX2183'OF THE TRACKS FOR 0.1 MILE TO THE STATION ON THE LEFT.
 JX2183'
 JX2183'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON AN OLD
 JX2183'ROAD ALONG THE N
 JX2183'SIDE OF THE TRACKS FOR 0.2 MILE, TURN RIGHT
 JX2183'ACROSS THE TRACKS AND FOLLOW ALONG
 JX2183'THE S SIDE OF THE TRACKS FOR
 JX2183'0.15 MILE TO THHE AZIMUTH MARK.
 JX2183'
 JX2183'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 JX2183
 JX2183                          STATION RECOVERY (1960)
 JX2183
 JX2183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 JX2183'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED AND ARE
 JX2183'IN GOOD CONDITION.  ONE ADDITIONAL REFERENCE MEASUREMENT WAS
 JX2183'DETERMINED TO AID IN THE LOCATION OF THE AZIMUTH MARK AS FOLLOWS--
 JX2183'52.5 FEET WEST OF THE THIRD TELEPHONE EAST OF POLE NO. 189/40.
 JX2183
 JX2183                          STATION RECOVERY (1963)
 JX2183
 JX2183'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 JX2183'BELPRE WEST BASE RECOVERED GOOD.
 JX2183'
 JX2183'REF. NO. 1 RECOVERED GOOD.
 JX2183'
 JX2183'AZIMUTH MARK RECOVERED GOOD.
 JX2183
 JX2183                          STATION RECOVERY (1975)
 JX2183
 JX2183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX2183'STATION MARK,REFERENCE MARKS 1 AND 2 WERE RECOVERED.  AZIMUTH MARK
 JX2183'SEARCHED FOR BUT NOT FOUND.  A NEW AZIMUTH MARK WAS ESTABLISHED
 JX2183'AT THIS TIME.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 JX2183'CHECKED THE OLD DATA ADEQUATELY.  STATION IS NOW ON PROPERTY
 JX2183'OWNED BY MRS. FLORENCE REYNOLDS.  FOLLOWING IS A NEW DESCRIPTION.
 JX2183'
 JX2183'STATION IS ABOUT 5 MILES WEST OF BELPRE, 1/2 MILE NORTH OF THE
 JX2183'OHIO RIVER, 1/2 MILE SOUTH OF U.S. HIGHWAY 50, IN PORTERFIELD
 JX2183'AND ALONG THE NORTH RIGHT-OF-WAY OF THE BALTIMORE AND OHIO
 JX2183'RAILROAD.
 JX2183'
 JX2183'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 618 AND
 JX2183'339 IN PORTERFIELD, GO NORTH ON ROAD 339 FOR 0.1 MILE TO A SIDE
 JX2183'ROAD RIGHT JUST AFTER CROSSING THE RAILROAD.  TURN RIGHT AND GO
 JX2183'EAST ON A GRADED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 JX2183'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST, ALONG THE
 JX2183'SOUTH RIGHT-OF-WAY OF THE RAILROAD FOR 0.4 MILE TO THE MARK ON
 JX2183'THE SOUTH RIGHT-OF-WAY.
 JX2183'
 JX2183'STATION MARK IS A STANDARD DISK STAMPED---BELPRE WEST BASE 1944---,
 JX2183'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 3
 JX2183'INCHES UNDERGROUND.  IT IS 85 FEET SOUTHEAST OF THE SOUTHEAST
 JX2183'CORNER OF A FRAME HOUSE, 49 FEET NORTH OF THE NORTH RAIL OF THE
 JX2183'RAILROAD AND 26 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 JX2183'A GARAGE.
 JX2183'
 JX2183'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BELPRE WEST BASE
 JX2183'1944---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 JX2183'IS FLUSH WITH THE GROUND.  IT IS 70 FEET NORTH OF THE NORTH RAIL
 JX2183'42 FEET WEST OF A TELEPHONE LINE POLE NUMBERED 8-110 AND ABOUT
 JX2183'THE SAME ELEVATION AS THE STATION.
 JX2183'
 JX2183'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BELPRE WEST BASE
 JX2183'NO 2 1944---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 JX2183'MONUMENT THAT IS 3 INCHES BELOW THE GROUND. IT IS 69 FEET NORTH
 JX2183'OF THE NORTH RAIL,28.7 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 JX2183'FRAME HOUSE AND ABOUT THE SAME ELEVATION AS THE STATION.
 JX2183'
 JX2183'AZIMUTH MARK IS A STANDARD DISK STAMPED---BELPRE WEST BASE
 JX2183'1944 AZ 2 1975---, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 JX2183'MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 129
 JX2183'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, 41.8
 JX2183'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 4.5 FEET WEST OF
 JX2183'A TELEPHONE LINE POLE LETTERED F AND 6.5 FEET NORTH OF A
 JX2183'WITNESS POST AND FENCE.
 JX2183'
 JX2183'HEIGHT OF LIGHT ABOVE MARK WAS 21.3 METERS.
 JX2183
 JX2183                          STATION RECOVERY (1975)
 JX2183
 JX2183'RECOVERY NOTE BY THOMAS ENG AND SURV 1975 (HBW)
 JX2183'BELPRE WEST BASE 1944 UNDISTURBED.
 JX2183'
 JX2183'BELPRE WEST BASE NO. 1-1944 UNDISTURBED.
 JX2183'
 JX2183'BELPRE WEST BASE NO.2 1944 UNDISTURBED.
 JX2183'
 JX2183'BELPRE WEST BASE 1944 (AZ MK) UNDISTURBED.
 JX2183'
 JX2183'STATION MARK IS 48.9 FEET N OF N RAIL OF MAIN TRACK, 84.9 SE OF SE
 JX2183'CORNER OF FLORENCE REYNOLDS HOUSE, 25.8 FEET SW OF THE SW CORNER
 JX2183'OF A GARAGE, AND 0.2 FEET BELOW THE GROUND SURFACE.  REF. MK Z IS
 JX2183'69.1 FEET N OF N RAIL OF MAIN TRACK AND 28.55 FEET S OF THE SE
 JX2183'CORNER OF THE REYNOLDS HOUSE AND 74.15 FEET W OF THE SW CORNER OF
 JX2183'THE GARAGE AND 0.2 FEET BELOW THE SURFACE.  THE AZIMUTH MK IS N OF
 JX2183'THE NE CORNER OF THE DAN RAMSEY RESIDENCE AT 3074 GOODNO DRIVE,
 JX2183'BELPRE, O.
 JX2183'
 JX2183'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF BELPRE.
 JX2183
 JX2183                          STATION RECOVERY (2001)
 JX2183
 JX2183'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (FDS)
 JX2183'RECOVERED FROM REFERENCES, HOUSE IS IN POOR CONDITION, GARAGE
 JX2183'STRUCTURE IS GONE, USED FOUNDATION.
 JX2183' 
 JX2183'AERIAL TARGET NAILED OVER MARK AT GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2189 ***********************************************************************
 JX2189  DESIGNATION -  BELPRE WEST BASE AZ MK 2
 JX2189  PID         -  JX2189
 JX2189  STATE/COUNTY-  OH/WASHINGTON
 JX2189  USGS QUAD   -  LITTLE HOCKING (1994)
 JX2189
 JX2189                         *CURRENT SURVEY CONTROL
 JX2189  ___________________________________________________________________
 JX2189* NAD 83(1995)-  39 16 56.04264(N)    081 38 55.30368(W)     ADJUSTED  
 JX2189* NAVD 88     -       192.1    (meters)     630.     (feet)  VERTCON   
 JX2189  ___________________________________________________________________
 JX2189  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 JX2189  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JX2189
 JX2189  HORZ ORDER  -  SECOND
 JX2189
 JX2189.The horizontal coordinates were established by classical geodetic methods
 JX2189.and adjusted by the National Geodetic Survey in April 1998..
 JX2189
 JX2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2189
 JX2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2189
 JX2189.The geoid height was determined by GEOID03.
 JX2189
 JX2189;                    North         East     Units Scale Factor Converg.
 JX2189;SPC OH S     -   142,690.983   673,445.901   MT  0.99993749   +0 32 24.6
 JX2189;SPC WV N     -    89,057.949   414,633.310   MT  0.99995863   -1 22 13.4
 JX2189;UTM  17      - 4,348,297.693   444,051.922   MT  0.99963854   -0 24 38.6
 JX2189
 JX2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2189!SPC OH S     -   0.99997525  x   0.99993749  =   0.99991274
 JX2189!SPC WV N     -   0.99997525  x   0.99995863  =   0.99993388
 JX2189!UTM  17      -   0.99997525  x   0.99963854  =   0.99961380
 JX2189
 JX2189:                Primary Azimuth Mark                     Grid Az
 JX2189:SPC OH S     -  BELPRE WEST BASE                         275 05 42.3
 JX2189:SPC WV N     -  BELPRE WEST BASE                         277 00 20.3
 JX2189:UTM  17      -  BELPRE WEST BASE                         276 02 45.5
 JX2189
 JX2189|---------------------------------------------------------------------|
 JX2189| PID    Reference Object                     Distance      Geod. Az  |
 JX2189|                                                           dddmmss.s |
 JX2189| JX2183 BELPRE WEST BASE                    APPROX. 0.6 KM 2753806.9 |
 JX2189| JX2190 BELPRE WEST BASE AZ MK 2 PTA          4.722 METERS 32608     |
 JX2189|---------------------------------------------------------------------|
 JX2189
 JX2189                          SUPERSEDED SURVEY CONTROL
 JX2189
 JX2189  NAD 83(1986)-  39 16 56.04640(N)    081 38 55.30962(W) AD(       ) 2
 JX2189  NAD 27      -  39 16 55.77678(N)    081 38 55.84829(W) AD(       ) 2
 JX2189  NGVD 29 (07/19/86)  192.3    (m)          631.     (f) VERT ANG       
 JX2189
 JX2189.Superseded values are not recommended for survey control.
 JX2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2189.See file dsdata.txt to determine how the superseded data were derived.
 JX2189
 JX2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD4405248298(NAD 83)
 JX2189_MARKER: DD = SURVEY DISK
 JX2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2189_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2189_STAMPING: BELPRE WEST BASE 1944 AZ 2 1975
 JX2189_MARK LOGO: NGS   
 JX2189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX2189+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2001
 JX2189
 JX2189  HISTORY     - Date     Condition        Report By
 JX2189  HISTORY     - 1975     MONUMENTED       NGS
 JX2189  HISTORY     - 20010203 GOOD             LOCENG
 JX2189
 JX2189                          STATION DESCRIPTION
 JX2189
 JX2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JX2189'A TRAVERSE TIE USING EDM EQUIPMENT WAS MADE
 JX2189'FROM BELPRE WEST BASE 1944.
 JX2189
 JX2189                          STATION RECOVERY (2001)
 JX2189
 JX2189'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (FDS)
 JX2189'RECOVERED APPROXIMATELY 6' NORTH OF WITNESS POST AND FENCE.  LOCATED
 JX2189'APPOXIMATELY 46.5' EAST OF A 1 INCH IRON PIN FOUND WHICH IS
 JX2189'APPROXIMATELY 7.7' WEST OF A RAIL ROAD TIE FOUND ON END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3019 ***********************************************************************
 JZ3019  DESIGNATION -  BEN
 JZ3019  PID         -  JZ3019
 JZ3019  STATE/COUNTY-  OH/MONTGOMERY
 JZ3019  USGS QUAD   -  TROTWOOD (1992)
 JZ3019
 JZ3019                         *CURRENT SURVEY CONTROL
 JZ3019  ___________________________________________________________________
 JZ3019* NAD 83(1995)-  39 48 46.91182(N)    084 16 08.15490(W)     ADJUSTED  
 JZ3019* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 JZ3019  ___________________________________________________________________
 JZ3019  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 JZ3019  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JZ3019
 JZ3019  HORZ ORDER  -  FIRST
 JZ3019
 JZ3019.The horizontal coordinates were established by classical geodetic methods
 JZ3019.and adjusted by the National Geodetic Survey in April 1998..
 JZ3019
 JZ3019.The orthometric height was scaled from a topographic map.
 JZ3019
 JZ3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3019
 JZ3019.The geoid height was determined by GEOID03.
 JZ3019
 JZ3019;                    North         East     Units Scale Factor Converg.
 JZ3019;SPC OH S     -   202,757.197   448,548.066   MT  0.99996384   -1 07 20.7
 JZ3019;UTM  16      - 4,410,574.690   733,773.842   MT  1.00027286   +1 44 58.0
 JZ3019
 JZ3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3019!SPC OH S     -   0.99996083  x   0.99996384  =   0.99992467
 JZ3019!UTM  16      -   0.99996083  x   1.00027286  =   1.00023368
 JZ3019
 JZ3019:                Primary Azimuth Mark                     Grid Az
 JZ3019:SPC OH S     -  WOLF ROAD                                130 50 34.6
 JZ3019:UTM  16      -  WOLF ROAD                                127 58 15.9
 JZ3019
 JZ3019|---------------------------------------------------------------------|
 JZ3019| PID    Reference Object                     Distance      Geod. Az  |
 JZ3019|                                                           dddmmss.s |
 JZ3019| JZ3018 WOLF ROAD                           APPROX. 1.0 KM 1294313.9 |
 JZ3019| JZ3034 VEHORN                              327.515 METERS 30655     |
 JZ3019|---------------------------------------------------------------------|
 JZ3019
 JZ3019                          SUPERSEDED SURVEY CONTROL
 JZ3019
 JZ3019  NAD 83(1986)-  39 48 46.92508(N)    084 16 08.16577(W) AD(       ) 1
 JZ3019  NAD 27      -  39 48 46.71800(N)    084 16 08.36000(W) AD(       ) 1
 JZ3019
 JZ3019.Superseded values are not recommended for survey control.
 JZ3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3019.See file dsdata.txt to determine how the superseded data were derived.
 JZ3019
 JZ3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3377410575(NAD 83)
 JZ3019_MARKER: Z = SEE DESCRIPTION
 JZ3019_SETTING: 0 = UNSPECIFIED SETTING
 JZ3019_MARK LOGO: CGS   
 JZ3019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3019
 JZ3019  HISTORY     - Date     Condition        Report By
 JZ3019  HISTORY     - 1927     MONUMENTED       CGS
 JZ3019  HISTORY     - 1946     MARK NOT FOUND   CGS
 JZ3019
 JZ3019                          STATION DESCRIPTION
 JZ3019
 JZ3019'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3019'STATION IS ABOUT 1-1/4 MILES NW OF THE TOWN OF FORT MCKINLEY, 425
 JZ3019'FEET SE OF THE DRIVEWAY TO THE CONVENT OF THE PRECIOUS BLOOD.  MARK
 JZ3019'IS SET IN THE CONCRETE PAVEMENT OF THE SALEM PIKE, 0.23 METER (0.78
 JZ3019'FOOT) FROM THE W EDGE OF THE CONCRETE, AND 2.31 METERS (7.8 FEET) W
 JZ3019'OF THE CENTER LINE.
 JZ3019'
 JZ3019'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 JZ3019
 JZ3019                          STATION RECOVERY (1946)
 JZ3019
 JZ3019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (GBG)
 JZ3019'THIS STATION WAS NOT FOUND AFTER A BRIEF SEARCH.  THERE ARE SEVERAL
 JZ3019'DRIVEWAYS TO THE CONVENT MENTIONED, BUT 425 FEET WAS MEASURED
 JZ3019'FROM WHAT SEEMED TO BE THE MAIN ONE.  THE HIGHWAY HAS ALSO BEEN
 JZ3019'WIDENED SINCE THE STATION WAS ESTABLISHED.  THE DESCRIPTION WAS TOO
 JZ3019'MEAGER TO WARRANT TEARING UP THE SURFACE OF THIS HIGHWAY TO FIND THE
 JZ3019'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1763 ***********************************************************************
 MD1763  DESIGNATION -  BEND
 MD1763  PID         -  MD1763
 MD1763  STATE/COUNTY-  OH/HENRY
 MD1763  USGS QUAD   -  NEW BAVARIA (1973)
 MD1763
 MD1763                         *CURRENT SURVEY CONTROL
 MD1763  ___________________________________________________________________
 MD1763* NAD 83(1995)-  41 11 56.74591(N)    084 11 11.59138(W)     ADJUSTED  
 MD1763* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 MD1763  ___________________________________________________________________
 MD1763  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 MD1763  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 MD1763
 MD1763  HORZ ORDER  -  FIRST
 MD1763
 MD1763.The horizontal coordinates were established by classical geodetic methods
 MD1763.and adjusted by the National Geodetic Survey in April 1998..
 MD1763
 MD1763.The orthometric height was scaled from a topographic map.
 MD1763
 MD1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1763
 MD1763.The geoid height was determined by GEOID03.
 MD1763
 MD1763;                    North         East     Units Scale Factor Converg.
 MD1763;SPC OH N     -   171,538.291   458,546.442   MT  0.99994176   -1 06 28.7
 MD1763;UTM  16      - 4,564,675.813   735,914.465   MT  1.00028502   +1 51 14.4
 MD1763
 MD1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1763!SPC OH N     -   0.99997023  x   0.99994176  =   0.99991199
 MD1763!UTM  16      -   0.99997023  x   1.00028502  =   1.00025524
 MD1763
 MD1763|---------------------------------------------------------------------|
 MD1763| PID    Reference Object                     Distance      Geod. Az  |
 MD1763|                                                           dddmmss.s |
 MD1763| AI9812 BEND RM 3                            61.618 METERS 04326     |
 MD1763| MD1754 BELL TEL MICROWAVE NE HOLGATE       APPROX.14.7 KM 0501129.2 |
 MD1763| MD1760 HAMLER MUNICIPAL TANK               APPROX.13.3 KM 0752043.8 |
 MD1763| CE7375 ST MARYS CATH CH SPIRE                             0995045.6 |
 MD1763| MC1374 LEIPSIC MUNICIPAL TANK              APPROX.19.4 KM 1233344.1 |
 MD1763| AI9810 BEND RM 1                            39.368 METERS 19628     |
 MD1763| AI9813 BEND AZ MK                                         2012257.9 |
 MD1763| AI9814 BEND AZ MK RESET                                   2020704.0 |
 MD1763| MD1764 CONTINENTAL MUNICIPAL TANK          APPROX.13.0 KM 2102320.1 |
 MD1763| CE6629 GERMAN METH CH SPIRE                               2794721.8 |
 MD1763| AI9811 BEND RM 2                            43.257 METERS 30213     |
 MD1763|---------------------------------------------------------------------|
 MD1763
 MD1763                          SUPERSEDED SURVEY CONTROL
 MD1763
 MD1763  NAD 83(1986)-  41 11 56.75417(N)    084 11 11.60427(W) AD(       ) 1
 MD1763  NAD 27      -  41 11 56.57800(N)    084 11 11.80500(W) AD(       ) 1
 MD1763
 MD1763.Superseded values are not recommended for survey control.
 MD1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1763.See file dsdata.txt to determine how the superseded data were derived.
 MD1763
 MD1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL3591464676(NAD 83)
 MD1763_MARKER: Z = SEE DESCRIPTION
 MD1763_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MD1763_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MD1763
 MD1763  HISTORY     - Date     Condition        Report By
 MD1763  HISTORY     - 1943     MONUMENTED       CGS
 MD1763  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD1763  HISTORY     - 1980     GOOD             NGS
 MD1763
 MD1763                          STATION DESCRIPTION
 MD1763
 MD1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD1763'THE STATION IS LOCATED
 MD1763'ABOUT 1 MILE SW OF
 MD1763'THE SMALL VILLAGE OF NEW BAVARIA, ON LAND
 MD1763'OWNED BY MRS. R. HOELLRICH, 63.2 FEET
 MD1763'ESE OF THE SE CORNER OF THE
 MD1763'HOELLRICH FARM BARN, 37.4 FEET W OF THE CENTER LINE OF
 MD1763'STATE HIGHWAY
 MD1763'115, 22.5 FEET S OF THE S EDGE OF A SHED, 14.2 FEET W OF A N-S
 MD1763'FENCELINE.  THE
 MD1763'SURFACE STATION MARK IS 1 FOOT BELOW THE SURFACE
 MD1763'OF THE GROUND, AND THE DISK IS
 MD1763'STAMPED BEND 1943.
 MD1763'
 MD1763'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MD1763'DISKS SET IN
 MD1763'CONCRETE.
 MD1763'
 MD1763'REFERENCE MARK 1 IS S OF THE STATION, DISTANT 39.401 METERS,
 MD1763'129.27 FEET, 23.8
 MD1763'FEET W OF THE CENTER LINE OF HIGHWAY 115, 1
 MD1763'FOOT W OF A N-S FENCELINE.  THE DISK
 MD1763'IS STAMPED BEND NO 1 1943.
 MD1763'
 MD1763'REFERENCE MARK 2 IS W OF THE STATION, DISTANT 43.275 METERS,
 MD1763'141.98 FEET, 48.5
 MD1763'FEET W OF THE SW CORNER OF THE HOELLRICH FARM
 MD1763'BARN, 1 FOOT S OF THE SW
 MD1763'FENCE-CORNER POST OF THE BARNYARD.  THE
 MD1763'DISK IS STAMPED BEND NO 2 1943.
 MD1763'
 MD1763'THE AZIMUTH MARK IS 0.5 MILE S OF THE STATION, 22.5 FEET N OF
 MD1763'THE N END OF A
 MD1763'CONCRETE CULVERT, 45 FEET SSE OF A POWER-TRANSMISSION
 MD1763'LINE POLE, 17.5 FEET W OF THE
 MD1763'CENTER LINE OF HIGHWAY 115, 8.4
 MD1763'FEET N OF THE N END OF A STEEL ROAD GUARD.  THE
 MD1763'DISK IS STAMPED
 MD1763'BEND 1943.
 MD1763'
 MD1763'TO REACH THE STATION FROM THE NEW BAVARIA POST OFFICE, GO W
 MD1763'ON MACADAM ROAD
 MD1763'FOR 0.75 MILE TO THE JUNCTION OF HIGHWAY 115, HERE
 MD1763'TURN LEFT ON HIGHWAY 115, HERE GO
 MD1763'0.6 MILE TO THE HOELLRICH FARMHOUSE
 MD1763'ON THE RIGHT AND STATION AS DESCRIBED.
 MD1763'
 MD1763'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON HIGHWAY
 MD1763'115 FOR 0.5 MILE
 MD1763'AND MARK ON THE RIGHT AS DESCRIBED.
 MD1763'
 MD1763'HEIGHT OF LIGHT ABOVE STATION MARK-34 METERS.
 MD1763
 MD1763                          STATION RECOVERY (1963)
 MD1763
 MD1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD1763'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MD1763'CONDITION.  THE AZIMUTH MARK
 MD1763'HAD BEEN DAMAGED BY ROAD MACHINERY AND WAS DESTROYED.  REFERENCE MARK
 MD1763'2 WAS DESTROYED AT THE REQUEST OF
 MD1763'THE PROPERTY OWNER AND REFERENCE MARK 3 AND A NEW
 MD1763'AZIMUTH MARK WERE ESTABLISHED.  THE DISTANCE TO
 MD1763'REFERENCE MARK 1 WAS 0.11 FOOT LESS
 MD1763'THAN PREVIOUSLY MEASURED AND THE DISTANCE TO REFERENCE MARK 2 WAS
 MD1763'0.06 FOOT LESS.  THE DIRECTION TO
 MD1763'THE REFERENCE MARKS CHECKED.
 MD1763'
 MD1763'A COMPLETE NEW DESCRIPTION FOLLOWS-
 MD1763'
 MD1763'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF HOLGATE AND ABOUT 1-1/2
 MD1763'MILES SOUTHWEST OF NEW BAVARIA
 MD1763'AND ON THE PROPERTY OF MR. O.C. HOELLRICH.  IT IS 38 FEET WEST OF THE
 MD1763'CENTERLINE OF STATE ROAD 115, 63
 MD1763'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN AND
 MD1763'15 FEET WEST OF A POWER POLE.  THE MONUMENT IS 18
 MD1763'INCHES UNDERGROUND AND THE DISK IS
 MD1763'STAMPED BEND 1943.  NOTE 1B 7A.
 MD1763'
 MD1763'TO REACH FROM THE RAILROAD CROSSING IN HOLGATE, GO SOUTHWEST ON STATE
 MD1763'HIGHWAY 115 FOR 4.1 MILE
 MD1763'TO A FORK.  KEEP RIGHT AND GO 0.1 MILE TO A CROSSROAD.  CONTINUE
 MD1763'SOUTH ON HIGHWAY 115 FOR 0.6 MILE TO
 MD1763'MR. HOELLRICHS HOUSE ON RIGHT AND THE STATION.
 MD1763'
 MD1763'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 115
 MD1763'FOR 0.45 MILE TO THE MARK
 MD1763'AS DESCRIBED.
 MD1763'
 MD1763'REFERENCE MARK 1 IS 23 FEET WEST OF THE CENTERLINE OF STATE ROAD 115
 MD1763'AND 31 FEET NORTH OF A TILE
 MD1763'GRATE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 MD1763'BEND NO 1 1943.
 MD1763'
 MD1763'REFERENCE MARK 3 IS 2 FEET SOUTHEAST OF A POWERLINE POLE, 1.5 FEET
 MD1763'SOUTH OF A WITNESS POST
 MD1763'AND 34 FEET EAST OF THE CENTERLINE OF STATE ROAD 115.  THE MONUMENT
 MD1763'PROJECTS 2 INCHES AND THE DISK
 MD1763'IS STAMPED BEND NO 3 1943.
 MD1763'
 MD1763'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTERLINE OF STATE ROAD 115,
 MD1763'39 FEET NORTHWEST OF NORTH
 MD1763'END OF A GUARDRAIL, 2 FEET NORTHWEST OF A WITNESS POST, 1 FOOT
 MD1763'NORTH OF A POWERLINE POLE AND 43 FEET
 MD1763'SOUTHWEST OF THE INTERSECTION OF STATE ROAD 115
 MD1763'AND TWP ROAD 17.  THE MONUMENT PROJECTS 4 INCHES AND THE
 MD1763'DISK IS STAMPED BEND 1943 RESET
 MD1763'1963.
 MD1763'
 MD1763'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 MD1763
 MD1763                          STATION RECOVERY (1980)
 MD1763
 MD1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MD1763'THE STATION MARK, AZIMUTH MARK 1963 AND REFERENCE MARK 3 WERE FOUND IN
 MD1763'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND DISTURBED AT THE EDGE OF A
 MD1763'CULTIVATED FIELD AND WAS DESTROYED.  REFERENCE MARK 4 WAS SET.  THE
 MD1763'DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE IN ERROR BY 0.04 OF A
 MD1763'FOOT AND THE DIRECTION BY 4 MINUTES AND 53 SECONDS.  A NEW DESCRIPTION
 MD1763'FOLLOWS.
 MD1763'
 MD1763'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF HOLGATE, IN A
 MD1763'CULTIVATED FIELD, 38 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 115,
 MD1763'61 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL IMPLEMENT SHED,
 MD1763'82 FEET SOUTH OF THE CENTERLINE OF A GRAVEL DRIVEWAY.  THE MONUMENT IS
 MD1763'1 FOOT UNDERGROUND AND THE DISK IS STAMPED---BEND 1943---
 MD1763'
 MD1763'TO REACH THE STATION FROM THE RAILROAD CROSSING AT HOLGATE, GO SOUTH
 MD1763'WEST ON STATE HIGHWAY 115 FOR 4.1 MILES TO A ROAD FORK.  KEEP RIGHT
 MD1763'AND GO SOUTH ON HIGHWAY 115 FOR 0.7 MILE TO THE STATION ON THE
 MD1763'RIGHT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.45 MILE TO THE AZIMUTH
 MD1763'MARK ON THE RIGHT.
 MD1763'
 MD1763'REFERENCE MARK 3 IS 2 FEET SOUTHEAST OF A POWER POLE, 2 FEET SOUTH OF
 MD1763'A METAL WITNESS POST, AND 34 FEET EAST OF THE CENTERLINE OF THE
 MD1763'HIGHWAY.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 MD1763'STAMPED---BEND NO 3 1943---.
 MD1763'
 MD1763'REFERENCE MARK 4 IS 94 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MD1763'SHED, 114 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY AND 17 FEET
 MD1763'WEST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT IS FLUSH AND THE
 MD1763'DISK IS STAMPED---BEND 1943 NO 4 1980---.
 MD1763'
 MD1763'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 39
 MD1763'FEET NORTHWEST OF THE NORTH END OF A METAL GUARD RAIL, 2 FEET
 MD1763'NORTHWEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A POWER
 MD1763'POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---BEND 1943 RESET
 MD1763'1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0642 ***********************************************************************
 MC0642  DESIGNATION -  BENIEN
 MC0642  PID         -  MC0642
 MC0642  STATE/COUNTY-  OH/HENRY
 MC0642  USGS QUAD   -  MC CLURE (1971)
 MC0642
 MC0642                         *CURRENT SURVEY CONTROL
 MC0642  ___________________________________________________________________
 MC0642* NAD 83(1995)-  41 17 01.70171(N)    083 57 01.61791(W)     ADJUSTED  
 MC0642* NAVD 88     -       212.142  (meters)     696.00   (feet)  ADJUSTED  
 MC0642  ___________________________________________________________________
 MC0642  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 MC0642  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 MC0642  DYNAMIC HT  -         212.046 (meters)     695.69  (feet)  COMP
 MC0642  MODELED GRAV-     980,168.1   (mgal)                       NAVD 88
 MC0642
 MC0642  HORZ ORDER  -  THIRD
 MC0642  VERT ORDER  -  SECOND    CLASS 0
 MC0642
 MC0642.The horizontal coordinates were established by classical geodetic methods
 MC0642.and adjusted by the National Geodetic Survey in April 1998..
 MC0642
 MC0642.The orthometric height was determined by differential leveling
 MC0642.and adjusted by the National Geodetic Survey in June 1991..
 MC0642
 MC0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0642
 MC0642.The geoid height was determined by GEOID03.
 MC0642
 MC0642.The dynamic height is computed by dividing the NAVD 88
 MC0642.geopotential number by the normal gravity value computed on the
 MC0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0642.degrees latitude (g = 980.6199 gals.).
 MC0642
 MC0642.The modeled gravity was interpolated from observed gravity values.
 MC0642
 MC0642;                    North         East     Units Scale Factor Converg.
 MC0642;SPC OH N     -   180,588.092   478,503.259   MT  0.99994623   -0 57 10.3
 MC0642;UTM  17      - 4,574,462.445   252,915.784   MT  1.00035141   -1 56 51.6
 MC0642;UTM  16      - 4,574,749.452   755,384.411   MT  1.00040275   +2 00 47.3
 MC0642
 MC0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0642!SPC OH N     -   0.99997229  x   0.99994623  =   0.99991852
 MC0642!UTM  17      -   0.99997229  x   1.00035141  =   1.00032369
 MC0642!UTM  16      -   0.99997229  x   1.00040275  =   1.00037503
 MC0642
 MC0642:                Primary Azimuth Mark                     Grid Az
 MC0642:SPC OH N     -  SCOTT                                    154 03 12.4
 MC0642:UTM  17      -  SCOTT                                    155 02 53.7
 MC0642:UTM  16      -  SCOTT                                    151 05 14.8
 MC0642
 MC0642|---------------------------------------------------------------------|
 MC0642| PID    Reference Object                     Distance      Geod. Az  |
 MC0642|                                                           dddmmss.s |
 MC0642| MC1430 SCOTT                               APPROX. 0.9 KM 1530602.1 |
 MC0642|---------------------------------------------------------------------|
 MC0642
 MC0642                          SUPERSEDED SURVEY CONTROL
 MC0642
 MC0642  NAD 83(1995)-  41 17 01.71035(N)    083 57 01.62276(W) AD(       ) 3
 MC0642  NAD 83(1986)-  41 17 01.71249(N)    083 57 01.62806(W) AD(       ) 3
 MC0642  NAD 27      -  41 17 01.52700(N)    083 57 01.82700(W) AD(       ) 3
 MC0642  NGVD 29 (??/??/92)  212.343  (m)          696.66   (f) ADJ UNCH    2 0
 MC0642
 MC0642.Superseded values are not recommended for survey control.
 MC0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0642.See file dsdata.txt to determine how the superseded data were derived.
 MC0642
 MC0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5291674462(NAD 83)
 MC0642_MARKER: DE = TRAVERSE STATION DISK
 MC0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0642_STAMPING: BENIEN 1947
 MC0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0642+STABILITY: SURFACE MOTION
 MC0642
 MC0642  HISTORY     - Date     Condition        Report By
 MC0642  HISTORY     - 1947     MONUMENTED       CGS
 MC0642  HISTORY     - 1963     GOOD             CGS
 MC0642  HISTORY     - 1963     GOOD             NGS
 MC0642  HISTORY     - 1965     GOOD             USE
 MC0642  HISTORY     - 1980     GOOD             LOCENG
 MC0642  HISTORY     - 1984     GOOD             USPSQD
 MC0642
 MC0642                          STATION DESCRIPTION
 MC0642
 MC0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC0642'THE STATION IS LOCATED 1 MILE SOUTH AND 1/2 MILE WEST OF WESTHOPE ON
 MC0642'THE ANNA BENIEN
 MC0642'FARM AT THE SOUTHEAST PROPERTY CORNER.  IT IS 0.5 M. WEST
 MC0642'OF THE N FENCE AND 0.5 M. NORTH OF
 MC0642'THE EW FENCE.  THE FENCE CORNER IS ON
 MC0642'THE NS 1/2-MILE LAND SUBDIVISION LINE, SEC. 21,
 MC0642'RICHFIELD TOWNSHIP.
 MC0642'
 MC0642'STATION IS 12.7 METERS N OF THE CENTERLINE OF EW SEC. ROAD.
 MC0642'
 MC0642'A STANDARD DISK STAMPED BENIEN 1947 IS SET IN THE TOP OF A 10-INCH
 MC0642'DIAMETER CONCRETE
 MC0642'POST.  THE TOP OF THE POST PROTRUDES 3 INCHES ABOVE
 MC0642'THE GROUND SURFACE.
 MC0642
 MC0642                          STATION RECOVERY (1963)
 MC0642
 MC0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC0642'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC0642'EXCEPTIONS--THE TWO FENCES ARE GONE, THE STATION IS 11.8 METERS
 MC0642'NORTH OF THE CENTER OF THE EAST-WEST SECTION ROAD AND THE CONCRETE
 MC0642'MONUMENT IS SURROUNDED BY A CONCRETE CAMERA TARGET 8 FEET IN
 MC0642'DIAMETER.
 MC0642'
 MC0642'ELEVATION OF DISK 696.62 FEET.
 MC0642
 MC0642                          STATION RECOVERY (1963)
 MC0642
 MC0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MC0642'1.5 MI SW FROM WESTHOPE.
 MC0642'MARK IS LOCATED 1.5 MILES SOUTHWEST OF WESTHOPE.  TO REACH FROM
 MC0642'WESTHOPE, GO 1.0 MILE SOUTH ON STATE HIGHWAY 65, THEN 0.5 MILE
 MC0642'WEST ON STATE HIGHWAY 281.  THE MARK IS ABOUT 689 FEET EAST OF
 MC0642'A FIELD ROAD, 38.7 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MC0642'1.6 FEET NORTH OF AN EAST-WEST FENCE, AND 1.6 FEET WEST OF A
 MC0642'NORTH-SOUTH FENCE.  A STANDARD TRAVERSE DISK STAMPED BENIEN
 MC0642'1947 SET IN TOP OF A 10 INCH ROUND CONCRETE POST THAT IS IN THE
 MC0642'CENTER OF A CONCRETE CAMERA TARGET 8 FEET IN DIAMETER.
 MC0642
 MC0642                          STATION RECOVERY (1965)
 MC0642
 MC0642'RECOVERY NOTE BY US ENGINEERS 1965 (GAL)
 MC0642'TO REACH STA. FROM JCT. OF HWYS. 6 AND 65 AT MCCLURE, TRAVEL S 6
 MC0642'MI. ON HWY 65 TO HWY 281 AND W 0.5 MI.
 MC0642'
 MC0642'THE STA. IS LOCATED IN A 2 M DIA. CONC. TARGET, 12 M N OF CENTERLINE
 MC0642'OF ROAD AT BOTTOM OF FILL, 22 M W OF E TELEPHONE POLE, 26 M E OF W
 MC0642'TELEPHONE POLE, AND 60 M NW OF POWER POLE.  THE STA. IS APPROX.
 MC0642'1.0 M LOWER THAN THE ROAD.
 MC0642'
 MC0642'THE STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER
 MC0642'STAMPED BENIEN 1947.  (ELEV--697.8 FEET).
 MC0642
 MC0642                          STATION RECOVERY (1980)
 MC0642
 MC0642'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC0642'BENIEN 1947 RECOVERED GOOD - CONC TARGET BROKEN UP.
 MC0642'
 MC0642'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI S. AND 0.5 MI W,
 MC0642'MCCLURE.
 MC0642
 MC0642                          STATION RECOVERY (1984)
 MC0642
 MC0642'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC0642'BENIEN 1947 FOUND OK.
 MC0642'
 MC0642'DESCRIPTION CHANGE--TEL-POLE NEAR BY AND FENCE, BOTH GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7521 ***********************************************************************
 AH7521  DESIGNATION -  BENNINGTON TWP 1
 AH7521  PID         -  AH7521
 AH7521  STATE/COUNTY-  OH/KNOX
 AH7521  USGS QUAD   -  CENTERBURG (1984)
 AH7521
 AH7521                         *CURRENT SURVEY CONTROL
 AH7521  ___________________________________________________________________
 AH7521* NAD 83(1995)-  40 16 21.26866(N)    082 38 28.94997(W)     ADJUSTED  
 AH7521* NAVD 88     -       341.6    (meters)    1121.     (feet)  GPS OBS   
 AH7521  ___________________________________________________________________
 AH7521  X           -     624,186.563 (meters)                     COMP
 AH7521  Y           -  -4,833,294.628 (meters)                     COMP
 AH7521  Z           -   4,101,323.109 (meters)                     COMP
 AH7521  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AH7521  ELLIP HEIGHT-         307.61  (meters)          (10/07/05) GPS OBS
 AH7521  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AH7521
 AH7521  HORZ ORDER  -  FIRST
 AH7521  ELLP ORDER  -  FOURTH    CLASS II
 AH7521
 AH7521.The horizontal coordinates were established by GPS observations
 AH7521.and adjusted by the National Geodetic Survey in February 1999..
 AH7521
 AH7521.The orthometric height was determined by GPS observations and a
 AH7521.high-resolution geoid model.
 AH7521
 AH7521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7521
 AH7521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7521
 AH7521.The ellipsoidal height was determined by GPS observations
 AH7521.and is referenced to NAD 83.
 AH7521
 AH7521.The geoid height was determined by GEOID03.
 AH7521
 AH7521;                    North         East     Units Scale Factor Converg.
 AH7521;SPC OH N     -    67,294.615   587,975.172   MT  1.00003468   -0 05 34.4
 AH7521;UTM  17      - 4,459,303.380   360,448.224   MT  0.99983973   -1 03 40.3
 AH7521
 AH7521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7521!SPC OH N     -   0.99995175  x   1.00003468  =   0.99998642
 AH7521!UTM  17      -   0.99995175  x   0.99983973  =   0.99979148
 AH7521
 AH7521                          SUPERSEDED SURVEY CONTROL
 AH7521
 AH7521  ELLIP H (02/25/99)  307.65   (m)                       GP(       ) 4 2
 AH7521
 AH7521.Superseded values are not recommended for survey control.
 AH7521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7521.See file dsdata.txt to determine how the superseded data were derived.
 AH7521
 AH7521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6044859303(NAD 83)
 AH7521_MARKER: DD = SURVEY DISK
 AH7521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7521_STAMPING: BENNINGTON TWP 1 1998
 AH7521_MARK LOGO: OH-089
 AH7521_PROJECTION: FLUSH
 AH7521_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7521+STABILITY: SURFACE MOTION
 AH7521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7521+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7521
 AH7521  HISTORY     - Date     Condition        Report By
 AH7521  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7521
 AH7521                          STATION DESCRIPTION
 AH7521
 AH7521'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7521'THE STATION IS LOCATED IN KNOX COUNTY, OHIO ON THE LICKING AND KNOX
 AH7521'COUNTY LINE ABOUT 3.0 MILES (4.8 KM) NORTHEAST OF THE TOWN OF
 AH7521'HARTFORD.  TO REACH THE STATION FROM THE INTERSECTION OF BENNINGTON
 AH7521'CHAPEL ROAD (CR 2) AND FAIRGROUNDS ROAD (CR 44) IN THE TOWN OF
 AH7521'HARTFORD PROCEED NORTHEAST ALONG FAIRGROUNDS ROAD (CR 44) A DISTANCE
 AH7521'OF 3.0 MILES (4.8 KM) TO ITS INTERSECTION WITH LOCK ROAD (CR 19) .
 AH7521'TURN RIGHT AND PROCEED EAST ALONG LOCK ROAD (CR 19) A DISTANCE OF 0.9
 AH7521'MILE (1.4 KM) TO THE STATION ON THE NORTH SIDE OF THE ROAD AT THE EAST
 AH7521'END OF THE BRIDGE OVER NORTH FORK LICKING RIVER.  THE STATION IS A
 AH7521'STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7521'PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE STAMPED
 AH7521'BENNINGTON TWP 1 1998.  THE STATION IS 6.7 FEET (2.0 M) AZIMUTH 143
 AH7521'DEGREES TO A WOOD POST SUPPORTING A GUARDRAIL, 9.4 FEET (2.9 M)
 AH7521'AZIMUTH 205 DEGREES TO A WOOD POST SUPPORTING A GUARDRAIL, 5.2 FEET
 AH7521'(1.6 M) AZIMUTH 23 DEGREES TO THE END OF A METAL BEAM ON TOP OF THE
 AH7521'HEAD WALL, 14.4 FEET (4.4 M) WEST FROM THE EDGE OF THE DIRT ROAD, AND
 AH7521'14.2 FEET (4.3 M) NORTH FROM THE EDGE OF PAVEMENT OF COUNTY ROAD 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7522 ***********************************************************************
 AH7522  DESIGNATION -  BENNINGTON TWP 2
 AH7522  PID         -  AH7522
 AH7522  STATE/COUNTY-  OH/LICKING
 AH7522  USGS QUAD   -  HOMER (1984)
 AH7522
 AH7522                         *CURRENT SURVEY CONTROL
 AH7522  ___________________________________________________________________
 AH7522* NAD 83(1995)-  40 15 59.95960(N)    082 35 10.01368(W)     ADJUSTED  
 AH7522* NAVD 88     -       336.0    (meters)    1102.     (feet)  GPS OBS   
 AH7522  ___________________________________________________________________
 AH7522  X           -     628,902.116 (meters)                     COMP
 AH7522  Y           -  -4,833,107.471 (meters)                     COMP
 AH7522  Z           -   4,100,817.984 (meters)                     COMP
 AH7522  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AH7522  ELLIP HEIGHT-         302.04  (meters)          (10/07/05) GPS OBS
 AH7522  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AH7522
 AH7522  HORZ ORDER  -  FIRST
 AH7522  ELLP ORDER  -  FOURTH    CLASS II
 AH7522
 AH7522.The horizontal coordinates were established by GPS observations
 AH7522.and adjusted by the National Geodetic Survey in February 1999..
 AH7522
 AH7522.The orthometric height was determined by GPS observations and a
 AH7522.high-resolution geoid model.
 AH7522
 AH7522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7522
 AH7522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7522
 AH7522.The ellipsoidal height was determined by GPS observations
 AH7522.and is referenced to NAD 83.
 AH7522
 AH7522.The geoid height was determined by GEOID03.
 AH7522
 AH7522;                    North         East     Units Scale Factor Converg.
 AH7522;SPC OH S     -   251,645.736   592,674.602   MT  1.00005451   -0 03 16.7
 AH7522;UTM  17      - 4,458,560.769   365,134.949   MT  0.99982390   -1 01 31.2
 AH7522
 AH7522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7522!SPC OH S     -   0.99995262  x   1.00005451  =   1.00000713
 AH7522!UTM  17      -   0.99995262  x   0.99982390  =   0.99977653
 AH7522
 AH7522                          SUPERSEDED SURVEY CONTROL
 AH7522
 AH7522  ELLIP H (02/25/99)  302.09   (m)                       GP(       ) 4 2
 AH7522
 AH7522.Superseded values are not recommended for survey control.
 AH7522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7522.See file dsdata.txt to determine how the superseded data were derived.
 AH7522
 AH7522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6513558561(NAD 83)
 AH7522_MARKER: DD = SURVEY DISK
 AH7522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7522_STAMPING: BENNINGTON TWP 2 1998
 AH7522_MARK LOGO: OH-089
 AH7522_PROJECTION: FLUSH
 AH7522_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7522+STABILITY: SURFACE MOTION
 AH7522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7522+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7522
 AH7522  HISTORY     - Date     Condition        Report By
 AH7522  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7522
 AH7522                          STATION DESCRIPTION
 AH7522
 AH7522'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7522'THE STATION IS LOCATED IN LICKING COUNTY, OHIO ON THE LICKING AND KNOX
 AH7522'COUNTY LINE ABOUT 3.5 MILES (5.6 KM) NORTHWEST OF THE TOWN OF HOMER.
 AH7522'TO REACH THE STATION FROM THE INTERSECTION OF NORTH STREET (SR 661)
 AH7522'AND HOMER ROAD (CR 19) PROCEED WEST ALONG HOMER ROAD (CR 19) A
 AH7522'DISTANCE OF 3.8 MILES (6.1 KM) TO ITS INTERSECTION WITH HALL ROAD (T-
 AH7522'74) AND THE STATION ON THE RIGHT IN THE NORTHWEST CORNER OF THE
 AH7522'INTERSECTION.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY
 AH7522'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE
 AH7522'GROUND SURFACE AND STAMPED BENNINGTON TWP 2 1998.  THE STATION IS 94.4
 AH7522'FEET (28.8 M) AZIMUTH 17 DEGREES TO POWER POLE WITH NUMBER 286-74,
 AH7522'22.4 FEET (6.8 M) AZIMUTH 116 DEGREES TO A POWER POLE WITH NUMBER
 AH7522'286-6, 23.7 FEET (7.2 M) AZIMUTH 130 DEGREES TO THE END OF A 12 INCH
 AH7522'CMP, AND 25.1 FEET (7.7 M) NORTH FROM THE CENTERLINE OF HOMER ROAD (CR
 AH7522'19) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7540 ***********************************************************************
 AH7540  DESIGNATION -  BENNINGTON TWP 3
 AH7540  PID         -  AH7540
 AH7540  STATE/COUNTY-  OH/LICKING
 AH7540  USGS QUAD   -  FREDONIA (1984)
 AH7540
 AH7540                         *CURRENT SURVEY CONTROL
 AH7540  ___________________________________________________________________
 AH7540* NAD 83(1995)-  40 14 43.62771(N)    082 34 57.02068(W)     ADJUSTED  
 AH7540* NAVD 88     -       322.2    (meters)    1057.     (feet)  GPS OBS   
 AH7540  ___________________________________________________________________
 AH7540  X           -     629,401.621 (meters)                     COMP
 AH7540  Y           -  -4,834,566.146 (meters)                     COMP
 AH7540  Z           -   4,099,012.166 (meters)                     COMP
 AH7540  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AH7540  ELLIP HEIGHT-         288.21  (meters)          (10/07/05) GPS OBS
 AH7540  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AH7540
 AH7540  HORZ ORDER  -  FIRST
 AH7540  ELLP ORDER  -  FOURTH    CLASS II
 AH7540
 AH7540.The horizontal coordinates were established by GPS observations
 AH7540.and adjusted by the National Geodetic Survey in February 1999..
 AH7540
 AH7540.The orthometric height was determined by GPS observations and a
 AH7540.high-resolution geoid model.
 AH7540
 AH7540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7540
 AH7540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7540
 AH7540.The ellipsoidal height was determined by GPS observations
 AH7540.and is referenced to NAD 83.
 AH7540
 AH7540.The geoid height was determined by GEOID03.
 AH7540
 AH7540;                    North         East     Units Scale Factor Converg.
 AH7540;SPC OH S     -   249,290.924   592,979.465   MT  1.00004887   -0 03 08.5
 AH7540;UTM  17      - 4,456,201.669   365,399.826   MT  0.99982302   -1 01 21.2
 AH7540
 AH7540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7540!SPC OH S     -   0.99995479  x   1.00004887  =   1.00000366
 AH7540!UTM  17      -   0.99995479  x   0.99982302  =   0.99977782
 AH7540
 AH7540                          SUPERSEDED SURVEY CONTROL
 AH7540
 AH7540  ELLIP H (02/25/99)  288.24   (m)                       GP(       ) 4 2
 AH7540
 AH7540.Superseded values are not recommended for survey control.
 AH7540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7540.See file dsdata.txt to determine how the superseded data were derived.
 AH7540
 AH7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6540056202(NAD 83)
 AH7540_MARKER: DD = SURVEY DISK
 AH7540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7540_STAMPING: BENNINGTON TWP 3 1998
 AH7540_MARK LOGO: OH-089
 AH7540_PROJECTION: FLUSH
 AH7540_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7540+STABILITY: SURFACE MOTION
 AH7540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7540+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7540
 AH7540  HISTORY     - Date     Condition        Report By
 AH7540  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7540
 AH7540                          STATION DESCRIPTION
 AH7540
 AH7540'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7540'THE STATION IS LOCATED IN BENNINGTON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7540'ABOUT 3.5 MILES (5.6 KM) SOUTHWEST OF THE TOWN OF HOMER.  TO REACH THE
 AH7540'STATION FROM THE INTERSECTION OF NORTH STREET (SR 661) AND HOMER ROAD
 AH7540'(CR 19) IN THE TOWN OF HOMER PROCEED WEST ALONG HOMER ROAD (CR 19) A
 AH7540'DISTANCE OF 2.0 MILES (3.2 KM) TO ITS INTERSECTION WITH BENNINGTON
 AH7540'CHAPEL ROAD (CR 2) .  TURN LEFT AND PROCEED SOUTHWEST ALONG BENNINGTON
 AH7540'CHAPEL ROAD (CR 2) A DISTANCE OF 1.8 MILES (2.9 KM) TO ITS
 AH7540'INTERSECTION WITH MARION ROAD (SR 657) AND THE STATION IN THE
 AH7540'SOUTHWEST CORNER OF THE INTERSECTION.  THE STATION IS A STANDARD 3 1/4
 AH7540'INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7540'MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED BENNINGTON TWP 3
 AH7540'1998.  THE STATION IS 23.2 FEET (7.1 M) AZIMUTH 268 DEGREES TO A METAL
 AH7540'POLE WITH THE NUMBER 334X, 20.3 FEET (6.2 M) AZIMUTH 18 DEGREES TO A
 AH7540'STOP SIGN, 19.5 FEET (5.9 M) AZIMUTH 40 DEGREES TO A 12 INCH CMP
 AH7540'CULVERT, AND 42.0 FEET (12.8 M) SOUTH FROM THE CENTERLINE OF
 AH7540'BENNINGTON CHAPEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7544 ***********************************************************************
 AH7544  DESIGNATION -  BENNINGTON TWP 4
 AH7544  PID         -  AH7544
 AH7544  STATE/COUNTY-  OH/LICKING
 AH7544  USGS QUAD   -  JOHNSTOWN (1984)
 AH7544
 AH7544                         *CURRENT SURVEY CONTROL
 AH7544  ___________________________________________________________________
 AH7544* NAD 83(1995)-  40 12 49.83649(N)    082 38 24.20982(W)     ADJUSTED  
 AH7544* NAVD 88     -       356.6    (meters)    1170.     (feet)  GPS OBS   
 AH7544  ___________________________________________________________________
 AH7544  X           -     624,838.836 (meters)                     COMP
 AH7544  Y           -  -4,837,470.227 (meters)                     COMP
 AH7544  Z           -   4,096,354.664 (meters)                     COMP
 AH7544  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AH7544  ELLIP HEIGHT-         322.62  (meters)          (10/07/05) GPS OBS
 AH7544  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AH7544
 AH7544  HORZ ORDER  -  FIRST
 AH7544  ELLP ORDER  -  FOURTH    CLASS II
 AH7544
 AH7544.The horizontal coordinates were established by GPS observations
 AH7544.and adjusted by the National Geodetic Survey in February 1999..
 AH7544
 AH7544.The orthometric height was determined by GPS observations and a
 AH7544.high-resolution geoid model.
 AH7544
 AH7544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7544
 AH7544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7544
 AH7544.The ellipsoidal height was determined by GPS observations
 AH7544.and is referenced to NAD 83.
 AH7544
 AH7544.The geoid height was determined by GEOID03.
 AH7544
 AH7544;                    North         East     Units Scale Factor Converg.
 AH7544;SPC OH S     -   245,787.009   588,076.795   MT  1.00004071   -0 05 19.9
 AH7544;UTM  17      - 4,452,782.001   360,439.587   MT  0.99983977   -1 03 32.6
 AH7544
 AH7544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7544!SPC OH S     -   0.99994939  x   1.00004071  =   0.99999010
 AH7544!UTM  17      -   0.99994939  x   0.99983977  =   0.99978917
 AH7544
 AH7544                          SUPERSEDED SURVEY CONTROL
 AH7544
 AH7544  ELLIP H (02/25/99)  322.64   (m)                       GP(       ) 4 2
 AH7544
 AH7544.Superseded values are not recommended for survey control.
 AH7544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7544.See file dsdata.txt to determine how the superseded data were derived.
 AH7544
 AH7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6044052782(NAD 83)
 AH7544_MARKER: DD = SURVEY DISK
 AH7544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7544_STAMPING: BENNINGTON TWP 4 1998
 AH7544_MARK LOGO: OH-089
 AH7544_PROJECTION: FLUSH
 AH7544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7544+STABILITY: SURFACE MOTION
 AH7544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7544+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7544
 AH7544  HISTORY     - Date     Condition        Report By
 AH7544  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7544
 AH7544                          STATION DESCRIPTION
 AH7544
 AH7544'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7544'THE STATION IS LOCATED IN BENNINGTON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7544'ABOUT 1.5 MILES (2.4 KM) NORTHWEST OF THE TOWN OF APPLETON.  TO REACH
 AH7544'THE STATION FROM THE INTERSECTION OF APPLETON ROAD (CR 10) AND VAN
 AH7544'FOSSEN ROAD (T-4) IN THE TOWN OF APPLETON PROCEED NORTHWEST ALONG
 AH7544'APPLETON ROAD (CR 10) A DISTANCE OF 0.2 MILE (0.3 KM) TO ITS
 AH7544'INTERSECTION WITH PARSONS ROAD (T-50) .  TURN LEFT AND PROCEED WEST
 AH7544'ALONG PARSONS ROAD (T-50) A DISTANCE OF 1.2 MILES (1.9 KM) TO THE
 AH7544'STATION ON THE RIGHT.  THE STATION IS ON THE NORTH SIDE OF PARSONS
 AH7544'ROAD APPROXIMATELY 150 FEET (45.7 M) EASTERLY OF HOUSE AND MAILBOX
 AH7544'NUMBER 7860.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY DISK
 AH7544'SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND
 AH7544'SURFACE AND STAMPED BENNINGTON TWP 4 1998.  THE STATION IS 12.7 FEET
 AH7544'(3.9 M) AZIMUTH 142 DEGREES TO A POWER POLE WITH THE NUMBER S6/11,
 AH7544'11.8 FEET (3.6 M) AZIMUTH 280 DEGREES TO A 12 INCH CMP CULVERT, 37.5
 AH7544'FEET (11.4 M) AZIMUTH 242 DEGREES TO AN UNDERGROUND TELEPHONE PEDESTAL
 AH7544'WITH THE NUMBER 130FB/303 17R7 AND 18.0 FEET (5.5 M) NORTH OF THE
 AH7544'CENTERLINE OF PARSONS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7545 ***********************************************************************
 AH7545  DESIGNATION -  BENNINGTON TWP 5
 AH7545  PID         -  AH7545
 AH7545  STATE/COUNTY-  OH/LICKING
 AH7545  USGS QUAD   -  FREDONIA (1984)
 AH7545
 AH7545                         *CURRENT SURVEY CONTROL
 AH7545  ___________________________________________________________________
 AH7545* NAD 83(1995)-  40 13 10.55316(N)    082 35 57.03331(W)     ADJUSTED  
 AH7545* NAVD 88     -       341.7    (meters)    1121.     (feet)  GPS OBS   
 AH7545  ___________________________________________________________________
 AH7545  X           -     628,235.751 (meters)                     COMP
 AH7545  Y           -  -4,836,602.690 (meters)                     COMP
 AH7545  Z           -   4,096,832.991 (meters)                     COMP
 AH7545  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AH7545  ELLIP HEIGHT-         307.70  (meters)          (10/07/05) GPS OBS
 AH7545  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 AH7545
 AH7545  HORZ ORDER  -  FIRST
 AH7545  ELLP ORDER  -  FOURTH    CLASS II
 AH7545
 AH7545.The horizontal coordinates were established by GPS observations
 AH7545.and adjusted by the National Geodetic Survey in February 1999..
 AH7545
 AH7545.The orthometric height was determined by GPS observations and a
 AH7545.high-resolution geoid model.
 AH7545
 AH7545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7545
 AH7545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7545
 AH7545.The ellipsoidal height was determined by GPS observations
 AH7545.and is referenced to NAD 83.
 AH7545
 AH7545.The geoid height was determined by GEOID03.
 AH7545
 AH7545;                    North         East     Units Scale Factor Converg.
 AH7545;SPC OH S     -   246,421.412   591,557.823   MT  1.00004217   -0 03 46.5
 AH7545;UTM  17      - 4,453,357.262   363,930.132   MT  0.99982792   -1 01 58.0
 AH7545
 AH7545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7545!SPC OH S     -   0.99995173  x   1.00004217  =   0.99999390
 AH7545!UTM  17      -   0.99995173  x   0.99982792  =   0.99977966
 AH7545
 AH7545                          SUPERSEDED SURVEY CONTROL
 AH7545
 AH7545  ELLIP H (02/25/99)  307.73   (m)                       GP(       ) 4 2
 AH7545
 AH7545.Superseded values are not recommended for survey control.
 AH7545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7545.See file dsdata.txt to determine how the superseded data were derived.
 AH7545
 AH7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6393053357(NAD 83)
 AH7545_MARKER: DD = SURVEY DISK
 AH7545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7545_STAMPING: BENNINGTON TWP 5 1998
 AH7545_MARK LOGO: OH-089
 AH7545_PROJECTION: FLUSH
 AH7545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7545+STABILITY: SURFACE MOTION
 AH7545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7545+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7545
 AH7545  HISTORY     - Date     Condition        Report By
 AH7545  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7545
 AH7545                          STATION DESCRIPTION
 AH7545
 AH7545'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7545'THE STATION IS LOCATED IN BENNINGTON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7545'ABOUT 5.0 MILES (8.0 KM) SOUTHWEST OF THE TOWN OF HOMER.  TO REACH THE
 AH7545'STATION FROM THE INTERSECTION OF JOHNSTOWN UTICA-ROAD (US 62) AND
 AH7545'MARION ROAD (SR 657) PROCEED NORTHWEST ALONG MARION ROAD (SR 657) A
 AH7545'DISTANCE OF 0.3 MILE (0.5 KM) TO ITS INTERSECTION WITH VAN FOSSEN ROAD
 AH7545'(T-4) .  TURN LEFT AND PROCEED WEST ALONG VAN FOSSEN ROAD (T-4) A
 AH7545'DISTANCE OF 2.5 MILES (4.0 KM) TO THE STATION ON THE LEFT.  THE
 AH7545'STATION IS ON THE SOUTH SIDE OF VAN FOSSEN ROAD APPROXIMATELY 155 FEET
 AH7545'(47.2 M) WEST OF A TELEPHONE PEDESTAL AND THE CORNER OF A FENCE.  THE
 AH7545'STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY DISK SET IN A POURED
 AH7545'IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED
 AH7545'BENNINGTON TWP 5 1998.  THE STATION IS 190.0 FEET (57.9 M) AZIMUTH 50
 AH7545'DEGREES TO A TELEPHONE POLE WITH THE NUMBER 1E29, 154.5 FEET (47.1 M)
 AH7545'AZIMUTH 60 DEGREES TO A TELEPHONE PEDESTAL WITH THE NUMBER 132FA/243
 AH7545'13, 130.3 FEET (39.7 M) AZIMUTH 65 DEGREES TO A CORNER FENCE POST, 5.2
 AH7545'FEET (1.6 M) AZIMUTH 90 DEGREES TO A TACK IN A FENCE POST, AND 129.1
 AH7545'FEET (39.3 M) AZIMUTH 260 TELEPHONE POLE WITH THE NUMBER 1 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7546 ***********************************************************************
 AH7546  DESIGNATION -  BENNINGTON TWP 6
 AH7546  PID         -  AH7546
 AH7546  STATE/COUNTY-  OH/LICKING
 AH7546  USGS QUAD   -  FREDONIA (1984)
 AH7546
 AH7546                         *CURRENT SURVEY CONTROL
 AH7546  ___________________________________________________________________
 AH7546* NAD 83(1995)-  40 13 39.02644(N)    082 33 40.72300(W)     ADJUSTED  
 AH7546* NAVD 88     -       327.2    (meters)    1073.     (feet)  GPS OBS   
 AH7546  ___________________________________________________________________
 AH7546  X           -     631,357.027 (meters)                     COMP
 AH7546  Y           -  -4,835,613.101 (meters)                     COMP
 AH7546  Z           -   4,097,494.224 (meters)                     COMP
 AH7546  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AH7546  ELLIP HEIGHT-         293.21  (meters)          (10/07/05) GPS OBS
 AH7546  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 AH7546
 AH7546  HORZ ORDER  -  FIRST
 AH7546  ELLP ORDER  -  FOURTH    CLASS II
 AH7546
 AH7546.The horizontal coordinates were established by GPS observations
 AH7546.and adjusted by the National Geodetic Survey in February 1999..
 AH7546
 AH7546.The orthometric height was determined by GPS observations and a
 AH7546.high-resolution geoid model.
 AH7546
 AH7546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7546
 AH7546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7546
 AH7546.The ellipsoidal height was determined by GPS observations
 AH7546.and is referenced to NAD 83.
 AH7546
 AH7546.The geoid height was determined by GEOID03.
 AH7546
 AH7546;                    North         East     Units Scale Factor Converg.
 AH7546;SPC OH S     -   247,296.820   594,781.524   MT  1.00004420   -0 02 20.1
 AH7546;UTM  17      - 4,454,177.806   367,167.471   MT  0.99981720   -1 00 30.5
 AH7546
 AH7546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7546!SPC OH S     -   0.99995401  x   1.00004420  =   0.99999820
 AH7546!UTM  17      -   0.99995401  x   0.99981720  =   0.99977121
 AH7546
 AH7546                          SUPERSEDED SURVEY CONTROL
 AH7546
 AH7546  ELLIP H (02/25/99)  293.24   (m)                       GP(       ) 4 2
 AH7546
 AH7546.Superseded values are not recommended for survey control.
 AH7546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7546.See file dsdata.txt to determine how the superseded data were derived.
 AH7546
 AH7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6716754178(NAD 83)
 AH7546_MARKER: DD = SURVEY DISK
 AH7546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7546_STAMPING: BENNINGTON TWP 6 1998
 AH7546_MARK LOGO: OH-089
 AH7546_PROJECTION: FLUSH
 AH7546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7546+STABILITY: SURFACE MOTION
 AH7546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7546+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7546
 AH7546  HISTORY     - Date     Condition        Report By
 AH7546  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7546
 AH7546                          STATION DESCRIPTION
 AH7546
 AH7546'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7546'THE STATION IS LOCATED IN BENNINGTON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7546'ABOUT 3.0 MILES (4.8 KM) SOUTHWEST OF THE TOWN OF HOMER.  TO REACH THE
 AH7546'STATION FROM THE INTERSECTION OF JOHNSTOWN-UTICA ROAD (US 62) AND
 AH7546'MARION ROAD (SR 657) PROCEED NORTHWEST ALONG MARION ROAD (SR 657) A
 AH7546'DISTANCE OF 1.05 MILES (1.69 KM) TO ITS INTERSECTION WITH BASH LANE
 AH7546'ROAD (T-81) AND THE STATION ON THE LEFT.  THERE IS A SHALLOW DITCH
 AH7546'BETWEEN THE MARK AND THE ROAD.  THE STATION IS A STANDARD 3 1/4 INCH
 AH7546'LICKING COUNTY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT ONE
 AH7546'INCH BELOW THE GROUND SURFACE AND STAMPED BENNINGTON TWP 6 1998.  THE
 AH7546'STATION IS 26.2 FEET (8.0 M) AZIMUTH 141 DEGREES TO A TELEPHONE
 AH7546'PEDESTAL WITH THE NUMBER 134FA/706 10L4, 59.3 FEET (18.1 M) AZIMUTH 85
 AH7546'DEGREES TO A TELEPHONE PEDESTAL WITH THE NUMBER 134FA/706 5, 29.6 FEET
 AH7546'(9.0 M) AZIMUTH 325 DEGREES TO A TELEPHONE POLE WITH NO NUMBER AND
 AH7546'27.6 FEET (8.4 M) SOUTHWEST FROM THE CENTERLINE OF MARION ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1342 ***********************************************************************
 KY1342  DESIGNATION -  BENTON
 KY1342  PID         -  KY1342
 KY1342  STATE/COUNTY-  OH/MAHONING
 KY1342  USGS QUAD   -  ALLIANCE (1994)
 KY1342
 KY1342                         *CURRENT SURVEY CONTROL
 KY1342  ___________________________________________________________________
 KY1342* NAD 83(1995)-  40 58 58.57320(N)    081 01 31.18936(W)     ADJUSTED  
 KY1342* NAVD 88     -       345.288  (meters)    1132.83   (feet)  ADJUSTED  
 KY1342  ___________________________________________________________________
 KY1342  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 KY1342  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KY1342  DYNAMIC HT  -         345.128 (meters)    1132.31  (feet)  COMP
 KY1342  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 KY1342
 KY1342  HORZ ORDER  -  FIRST
 KY1342  VERT ORDER  -  SECOND    CLASS 0
 KY1342
 KY1342.The horizontal coordinates were established by classical geodetic methods
 KY1342.and adjusted by the National Geodetic Survey in April 1998..
 KY1342
 KY1342.The orthometric height was determined by differential leveling
 KY1342.and adjusted by the National Geodetic Survey in June 1991..
 KY1342
 KY1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1342
 KY1342.The geoid height was determined by GEOID03.
 KY1342
 KY1342.The dynamic height is computed by dividing the NAVD 88
 KY1342.geopotential number by the normal gravity value computed on the
 KY1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1342.degrees latitude (g = 980.6199 gals.).
 KY1342
 KY1342.The modeled gravity was interpolated from observed gravity values.
 KY1342
 KY1342;                    North         East     Units Scale Factor Converg.
 KY1342;SPC OH N     -   147,215.406   724,090.262   MT  0.99994023   +0 58 07.6
 KY1342;UTM  17      - 4,536,863.219   497,869.127   MT  0.99960006   -0 00 59.8
 KY1342
 KY1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1342!SPC OH N     -   0.99995112  x   0.99994023  =   0.99989135
 KY1342!UTM  17      -   0.99995112  x   0.99960006  =   0.99955120
 KY1342
 KY1342|---------------------------------------------------------------------|
 KY1342| PID    Reference Object                     Distance      Geod. Az  |
 KY1342|                                                           dddmmss.s |
 KY1342| KY1343 BENTON RM 1                          30.326 METERS 14616     |
 KY1342| KY1341 BENTON AZ MK                        APPROX. 1.6 KM 1991849.2 |
 KY1342| KY1344 BENTON RM 2                          25.827 METERS 25144     |
 KY1342|---------------------------------------------------------------------|
 KY1342
 KY1342                          SUPERSEDED SURVEY CONTROL
 KY1342
 KY1342  NAD 83(1986)-  40 58 58.57804(N)    081 01 31.19248(W) AD(       ) 1
 KY1342  NAD 27      -  40 58 58.36700(N)    081 01 31.85800(W) AD(       ) 1
 KY1342  NGVD 29 (??/??/92)  345.456  (m)         1133.38   (f) ADJ UNCH    2 0
 KY1342
 KY1342.Superseded values are not recommended for survey control.
 KY1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1342.See file dsdata.txt to determine how the superseded data were derived.
 KY1342
 KY1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9786936863(NAD 83)
 KY1342_MARKER: DS = TRIANGULATION STATION DISK
 KY1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1342_STAMPING: BENTON 1949
 KY1342_MARK LOGO: CGS   
 KY1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1342+STABILITY: SURFACE MOTION
 KY1342
 KY1342  HISTORY     - Date     Condition        Report By
 KY1342  HISTORY     - 1950     MONUMENTED       CGS
 KY1342  HISTORY     - 1950     GOOD             CGS
 KY1342  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KY1342
 KY1342                          STATION DESCRIPTION
 KY1342
 KY1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY1342'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF ALLIANCE, 5 MILES
 KY1342'NORTH OF SEBRING, 1 MILE WEST OF
 KY1342'NORTH BENTON AND ON THE NORTH SIDE OF NORTH BENTON W ROAD.  IT IS IN
 KY1342'THE GRASSY AREA SOUTH OF THE BARN ON
 KY1342'THE FARM OF MR. BROGANS, 36 FEET NORTH OF THE CENTER
 KY1342'LINE OF THE ROAD, 56 FEET WEST OF THE CENTERLINE OF
 KY1342'A DRIVEWAY TO THE HOUSE, 47 FEET EAST
 KY1342'OF THE DRIVEWAY TO THE BARN, 14.5 FEET NORTH OF A WITNESS POST AND
 KY1342'FLUSH WITH THE SURFACE.  THE MARK IS
 KY1342'STAMPED BENTON 1949.
 KY1342'
 KY1342'REFERENCE MARK NO. 1 IS 52 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 KY1342'33 FEET SOUTH OF AN EAST-WEST
 KY1342'FENCELINE AND 2-1/2 FEET WEST OF A TELEPHONE POLE.  IT IS STAMPED
 KY1342'BENTON NO 1 1949.
 KY1342'
 KY1342'REFERENCE MARK NO. 2 IS 35 FEET WEST OF THE DRIVEWAY TO THE BARN,
 KY1342'26.5 FEET NORTH OF THE
 KY1342'CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCELINE.
 KY1342'IT IS STAMPED BENTON NO 2 1949.
 KY1342'
 KY1342'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 KY1342'PROJECTING 3 INCHES ABOVE THE
 KY1342'SURFACE, 22 FEET WEST OF THE CENTERLINE OF JOHNSON ROAD, 9.5 FEET
 KY1342'SOUTH OF POWER POLE NO P
 KY1342'4042-41, 3 FEET NORTH OF A WITNESS POST AND 1 FOOT EAST OF A
 KY1342'NORTH-SOUTH FENCELINE.  IT IS STAMPED
 KY1342'BENTON 1949.
 KY1342'
 KY1342'TO REACH THE STATION FROM THE RAILROAD CROSSING IN NORTH BENTON, GO
 KY1342'SOUTHEAST ON STATE ROUTE NO
 KY1342'14 FOR 0.6 MILE TO THE MAIN STREET IN NORTH BENTON THENCE RIGHT FOR
 KY1342'0.4 MILE, PASSING THROUGH THE
 KY1342'VILLAGE, TO A SIDE ROAD RIGHT (NORTH BENTON W ROAD), TURN
 KY1342'RIGHT AND GO 0.6 MILE TO THE TOP OF THE
 KY1342'GRADE AND THE STATION SITE ON THE RIGHT.  TO
 KY1342'REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.35
 KY1342'MILE TO JOHNSON ROAD THENCE LEFT
 KY1342'FOR 0.8 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 KY1342
 KY1342                          STATION RECOVERY (1950)
 KY1342
 KY1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KY1342'0.8 MI W FROM NORTH BENTON.
 KY1342'ABOUT 0.8 MILE WEST ALONG THE NORTH BENTON WEST ROAD FROM THE
 KY1342'POST OFFICE AT NORTH BENTON, ON THE NORTH SIDE OF THE NORTH
 KY1342'BENTON WEST ROAD, IN THE GRASSY AREA SOUTH OF THE BARN ON THE
 KY1342'FARM OF MR. BROGANS, 36 FEET NORTH OF THE CENTERLINE OF THE
 KY1342'ROAD, 56 FEET WEST OF THE CENTERLINE OF A DRIVEWAY TO THE HOUSE,
 KY1342'47 FEET EAST OF THE DRIVEWAY TO THE BARN, IT IS 14.5 FEET
 KY1342'NORTH OF A WITNESS POST.  A STANDARD DISK SET IN THE TOP OF
 KY1342'A CONCRETE POST AND ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 KY1342
 KY1342                          STATION RECOVERY (1977)
 KY1342
 KY1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY1342'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 KY1342'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE
 KY1342'MARK 1 CHECKED FAVORABLY, HOWEVER, THE DIRECTION WAS NOTED
 KY1342'TO BE 1 MINUTE 30 SECONDS LARGER THAN THE 1950 OBSERVATIONS.
 KY1342'THE DISTANCE TO REFERENCE MARK 2 WAS NOTED AND VERIFIED TO BE
 KY1342'0.030 METER SHORTER AND THE DIRECTION CHECKED FAVORABLY WITH
 KY1342'THE 1950 OBSERVATIONS.  THE DIRECTION TO THE AZIMUTH MARK
 KY1342'CHECKED THE 1950 OBSERVATIONS.
 KY1342'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 KY1342'
 KY1342'THE STATION IS ABOUT 6 MILES NORTHEAST OF ALLIANCE, 5 MILES
 KY1342'NORTH OF SEBRING, 3 MILES SOUTHEAST OF DEERFIELD, 1 MILE WEST
 KY1342'OF NORTH BENTON AND ON PROPERTY OWNED BY MRS. GERTRUDE HERREN,
 KY1342'TELEPHONE NUMBERS 584-2588 HOME OR 821-2877 OFFICE.
 KY1342'
 KY1342'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND
 KY1342'STATE HIGHWAYS 14 AND 225 IN DEERFIELD AT THE TRAFFIC CIRCLE,
 KY1342'GO SOUTHEASTERLY ON HIGHWAY 14A FOR 2.2 MILES TO THE
 KY1342'INTERSECTION OF JOHNSON ROAD ON THE RIGHT.  TURN RIGHT AND GO
 KY1342'SOUTHERLY ON JOHNSON ROAD FOR 1.25 MILES TO A STOP SIGN AT
 KY1342'N BENTON W ROAD.  (TO REACH THE AZIMUTH MARK, CONTINUE AHEAD
 KY1342'ON JOHNSON ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 KY1342'TURN LEFT AND GO EAST ON N BENTON W ROAD FOR 0.35 MILE TO THE
 KY1342'STATION ON THE LEFT, BETWEEN TWO DRIVEWAYS.
 KY1342'
 KY1342'STATION MARK, STAMPED---BENTON 1949---, IS A STANDARD DISK SET
 KY1342'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 KY1342'WITH THE GROUND.  IT IS 57 FEET WEST OF THE CENTER OF A
 KY1342'DRIVEWAY, 48 FEET EAST OF THE CENTER OF A DRIVEWAY AND 36 FEET
 KY1342'NORTH OF THE CENTER OF N BENTON W ROAD.  THE UNDERGROUND
 KY1342'MARK WAS NOT INSPECTED AT THIS TIME.
 KY1342'
 KY1342'REFERENCE MARK 1, STAMPED---BENTON NO 1 1949---, IS A STANDARD
 KY1342'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 KY1342'PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 53 FEET SOUTH OF THE
 KY1342'CENTER OF N BENTON W ROAD, 42 FEET SOUTH OF A FENCE AND
 KY1342'1.8 FEET WEST OF A POWER POLE.  IT IS ABOUT THE SAME LEVEL AS
 KY1342'THE STATION.
 KY1342'
 KY1342'REFERENCE MARK 2, STAMPED---BENTON NO 2 1949---, IS A STANDARD
 KY1342'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 KY1342'IS FLUSH WITH THE GROUND.  IT IS 38 FEET WEST OF THE CENTER OF
 KY1342'A DRIVEWAY, 27 FEET NORTH OF THE CENTER OF N BENTON W ROAD AND
 KY1342'1.0 FEET SOUTH OF A FENCE.  IT IS ABOUT THE SAME LEVEL AS THE
 KY1342'STATION.
 KY1342'
 KY1342'AZIMUTH MARK, STAMPED---BENTON 1949---, IS A STANDARD DISK SET
 KY1342'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 KY1342'WITH THE GROUND.  IT IS 22 FEET WEST OF THE CENTER OF JOHNSON
 KY1342'ROAD AND 9.2 FEET SOUTH OF POWER POLE NUMBER 14.
 KY1342'
 KY1342'HEIGHT OF THE LIGHT ABOVE THE STAION MARK WAS 26.4 METERS.
 KY1342'
 KY1342'DESCRIBED BY R.L. ZURFLUH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1341 ***********************************************************************
 KY1341  DESIGNATION -  BENTON AZ MK
 KY1341  PID         -  KY1341
 KY1341  STATE/COUNTY-  OH/MAHONING
 KY1341  USGS QUAD   -  ALLIANCE (1994)
 KY1341
 KY1341                         *CURRENT SURVEY CONTROL
 KY1341  ___________________________________________________________________
 KY1341* NAD 83(1995)-  40 58 08.50626(N)    081 01 54.33871(W)     ADJUSTED  
 KY1341* NAVD 88     -       341.396  (meters)    1120.06   (feet)  ADJUSTED  
 KY1341  ___________________________________________________________________
 KY1341  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 KY1341  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KY1341  DYNAMIC HT  -         341.236 (meters)    1119.54  (feet)  COMP
 KY1341  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 KY1341
 KY1341  HORZ ORDER  -  SECOND
 KY1341  VERT ORDER  -  SECOND    CLASS 0
 KY1341
 KY1341.The horizontal coordinates were established by classical geodetic methods
 KY1341.and adjusted by the National Geodetic Survey in April 1998..
 KY1341
 KY1341.The orthometric height was determined by differential leveling
 KY1341.and adjusted by the National Geodetic Survey in June 1991..
 KY1341
 KY1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1341
 KY1341.The geoid height was determined by GEOID03.
 KY1341
 KY1341.The dynamic height is computed by dividing the NAVD 88
 KY1341.geopotential number by the normal gravity value computed on the
 KY1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1341.degrees latitude (g = 980.6199 gals.).
 KY1341
 KY1341.The modeled gravity was interpolated from observed gravity values.
 KY1341
 KY1341;                    North         East     Units Scale Factor Converg.
 KY1341;SPC OH N     -   145,662.114   723,575.209   MT  0.99994062   +0 57 52.4
 KY1341;UTM  17      - 4,535,319.539   497,327.622   MT  0.99960009   -0 01 15.0
 KY1341
 KY1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1341!SPC OH N     -   0.99995173  x   0.99994062  =   0.99989235
 KY1341!UTM  17      -   0.99995173  x   0.99960009  =   0.99955184
 KY1341
 KY1341                          SUPERSEDED SURVEY CONTROL
 KY1341
 KY1341  NAD 83(1986)-  40 58 08.51115(N)    081 01 54.34201(W) AD(       ) 2
 KY1341  NAD 27      -  40 58 08.29950(N)    081 01 55.00666(W) AD(       ) 2
 KY1341  NGVD 29 (??/??/92)  341.562  (m)         1120.61   (f) ADJ UNCH    2 0
 KY1341
 KY1341.Superseded values are not recommended for survey control.
 KY1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1341.See file dsdata.txt to determine how the superseded data were derived.
 KY1341
 KY1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9732835320(NAD 83)
 KY1341_MARKER: DZ = AZIMUTH MARK DISK
 KY1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1341_STAMPING: BENTON 1949
 KY1341_MARK LOGO: CGS   
 KY1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1341+STABILITY: SURFACE MOTION
 KY1341
 KY1341  HISTORY     - Date     Condition        Report By
 KY1341  HISTORY     - 1977     MONUMENTED       NGS
 KY1341  HISTORY     - 1950     GOOD             CGS
 KY1341  HISTORY     - 1966     MARK NOT FOUND   CGS
 KY1341
 KY1341                          STATION DESCRIPTION
 KY1341
 KY1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY1341'THE STATION IS ABOUT 6 MILES EAST OF ALLIANCE, 5 MILES NORTH OF
 KY1341'SEBRING, 3 MILES SOUTHEAST OF DEERFIELD, 1-3/4 MILES WEST OF
 KY1341'NORTH BENTON AND ON RIGHT-OF-WAY OF JOHNSON ROAD.
 KY1341'
 KY1341'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND
 KY1341'STATE HIGHWAYS 14, 14A, AND 225 IN DEERFIELD AT THE TRAFFIC
 KY1341'CIRCLE, GO SOUTHEASTERLY ON HIGHWAY 14A FOR 2.2 MILES TO THE
 KY1341'INTERSECTION OF JOHNSON ROAD ON THE RIGHT.  TURN RIGHT AND GO
 KY1341'SOUTHERLY ON JOHNSON ROAD FOR 1.25 MILES TO A STOP SIGN AT
 KY1341'N BENTON W ROAD.  CONTINUE AHEAD ON JOHNSON ROAD FOR 0.8 MILE
 KY1341'TO THE STATION ON THE RIGHT.
 KY1341'
 KY1341'STATION MARK, STAMPED---BENTON 1949---, IS A STANDARD
 KY1341'AZIMUTH MARK DISK SET
 KY1341'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 KY1341'WITH THE GROUND.  IT IS 22 FEET WEST OF THE CENTER OF JOHNSON
 KY1341'ROAD AND 9.2 FEET SOUTH OF POWER POLE NUMBER 14.
 KY1341'
 KY1341'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 01.2 METERS.
 KY1341'
 KY1341'DESCRIBED BY R.L. ZURFLUH
 KY1341
 KY1341                          STATION RECOVERY (1950)
 KY1341
 KY1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KY1341'2 MI SW FROM NORTH BENTON.
 KY1341'ABOUT 1.15 MILES WEST ALONG NORTH BENTON-WEST ROAD FROM THE POST
 KY1341'OFFICE AT NORTH BENTON, THENCE ABOUT 0.8 MILE SOUTH ALONG
 KY1341'JOHNSON ROAD, AT A FARM PLACE, 21 FEET WEST OF THE CENTERLINE
 KY1341'OF JOHNSON ROAD, 1 FOOT EAST OF A FENCE LINE, 9.5 FEET SOUTH OF
 KY1341'POLE P4042-41, 193 FEET NORTH OF THE EXTENDED CENTERLINE OF A RAMP
 KY1341'LEADING EAST TO A LARGE WHITE BARN.  IT IS 3 FEET NORTH OF A
 KY1341'WHITE WITNESS POST AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KY1341'CENTER OF THE ROAD.  A STANDARD DISK SET IN THE TOP OF A
 KY1341'CONCRETE POST AND PROJECTING ABOUT 4 INCHES.
 KY1341
 KY1341                          STATION RECOVERY (1966)
 KY1341
 KY1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KY1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1343 ***********************************************************************
 KY1343  DESIGNATION -  BENTON RM 1
 KY1343  PID         -  KY1343
 KY1343  STATE/COUNTY-  OH/MAHONING
 KY1343  USGS QUAD   -  ALLIANCE (1994)
 KY1343
 KY1343                         *CURRENT SURVEY CONTROL
 KY1343  ___________________________________________________________________
 KY1343* NAD 83(1986)-  40 58 58.     (N)    081 01 30.     (W)     SCALED    
 KY1343* NAVD 88     -       345.064  (meters)    1132.10   (feet)  ADJUSTED  
 KY1343  ___________________________________________________________________
 KY1343  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KY1343  DYNAMIC HT  -         344.904 (meters)    1131.57  (feet)  COMP
 KY1343  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 KY1343
 KY1343  VERT ORDER  -  SECOND    CLASS 0
 KY1343
 KY1343.The horizontal coordinates were scaled from a topographic map and have
 KY1343.an estimated accuracy of +/- 6 seconds.
 KY1343
 KY1343.The orthometric height was determined by differential leveling
 KY1343.and adjusted by the National Geodetic Survey in June 1991..
 KY1343
 KY1343.The geoid height was determined by GEOID03.
 KY1343
 KY1343.The dynamic height is computed by dividing the NAVD 88
 KY1343.geopotential number by the normal gravity value computed on the
 KY1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1343.degrees latitude (g = 980.6199 gals.).
 KY1343
 KY1343.The modeled gravity was interpolated from observed gravity values.
 KY1343
 KY1343;                    North         East    Units  Estimated Accuracy
 KY1343;SPC OH N     -   147,200.      724,120.      MT  (+/- 180 meters Scaled)
 KY1343
 KY1343                          SUPERSEDED SURVEY CONTROL
 KY1343
 KY1343  NGVD 29 (??/??/92)  345.231  (m)         1132.65   (f) ADJ UNCH    2 0
 KY1343
 KY1343.Superseded values are not recommended for survey control.
 KY1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1343.See file dsdata.txt to determine how the superseded data were derived.
 KY1343
 KY1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF978368(NAD 83)
 KY1343_MARKER: DR = REFERENCE MARK DISK
 KY1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1343_STAMPING: BENTON NO 1 1949
 KY1343_MARK LOGO: CGS   
 KY1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1343+STABILITY: SURFACE MOTION
 KY1343
 KY1343  HISTORY     - Date     Condition        Report By
 KY1343  HISTORY     - 1949     MONUMENTED       CGS
 KY1343  HISTORY     - 1950     GOOD             CGS
 KY1343
 KY1343                          STATION DESCRIPTION
 KY1343
 KY1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY1343'0.8 MI W FROM NORTH BENTON.
 KY1343'ABOUT 0.8 MILE WEST ALONG NORTH BENTON-WEST ROAD FROM THE POST
 KY1343'OFFICE AT NORTH BENTON, ON THE TOP OF A HILL AT A FARM PLACE,
 KY1343'54 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE NORTH BENTON-WEST
 KY1343'ROAD, 1.8 FEET WEST OF A POLE, 32.5 FEET SOUTH OF FENCE.  A
 KY1343'STANDARD DISK SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL
 KY1343'WITH THE CENTER OF THE ROAD AND PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1344 ***********************************************************************
 KY1344  DESIGNATION -  BENTON RM 2
 KY1344  PID         -  KY1344
 KY1344  STATE/COUNTY-  OH/MAHONING
 KY1344  USGS QUAD   -  ALLIANCE (1994)
 KY1344
 KY1344                         *CURRENT SURVEY CONTROL
 KY1344  ___________________________________________________________________
 KY1344* NAD 83(1986)-  40 58 58.     (N)    081 01 30.     (W)     SCALED    
 KY1344* NAVD 88     -       344.410  (meters)    1129.95   (feet)  ADJUSTED  
 KY1344  ___________________________________________________________________
 KY1344  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KY1344  DYNAMIC HT  -         344.250 (meters)    1129.43  (feet)  COMP
 KY1344  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 KY1344
 KY1344  VERT ORDER  -  SECOND    CLASS 0
 KY1344
 KY1344.The horizontal coordinates were scaled from a topographic map and have
 KY1344.an estimated accuracy of +/- 6 seconds.
 KY1344
 KY1344.The orthometric height was determined by differential leveling
 KY1344.and adjusted by the National Geodetic Survey in June 1991..
 KY1344
 KY1344.The geoid height was determined by GEOID03.
 KY1344
 KY1344.The dynamic height is computed by dividing the NAVD 88
 KY1344.geopotential number by the normal gravity value computed on the
 KY1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1344.degrees latitude (g = 980.6199 gals.).
 KY1344
 KY1344.The modeled gravity was interpolated from observed gravity values.
 KY1344
 KY1344;                    North         East    Units  Estimated Accuracy
 KY1344;SPC OH N     -   147,200.      724,120.      MT  (+/- 180 meters Scaled)
 KY1344
 KY1344                          SUPERSEDED SURVEY CONTROL
 KY1344
 KY1344  NGVD 29 (??/??/92)  344.577  (m)         1130.50   (f) ADJ UNCH    2 0
 KY1344
 KY1344.Superseded values are not recommended for survey control.
 KY1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1344.See file dsdata.txt to determine how the superseded data were derived.
 KY1344
 KY1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF978368(NAD 83)
 KY1344_MARKER: DR = REFERENCE MARK DISK
 KY1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1344_STAMPING: BENTON NO 2 1949
 KY1344_MARK LOGO: CGS   
 KY1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1344+STABILITY: SURFACE MOTION
 KY1344
 KY1344  HISTORY     - Date     Condition        Report By
 KY1344  HISTORY     - 1949     MONUMENTED       CGS
 KY1344  HISTORY     - 1950     GOOD             CGS
 KY1344
 KY1344                          STATION DESCRIPTION
 KY1344
 KY1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY1344'0.8 MI W FROM NORTH BENTON.
 KY1344'ABOUT 0.8 MILE WEST ALONG NORTH BENTON-WEST ROAD FROM THE POST
 KY1344'OFFICE AT NORTH BENTON, ON THE TOP OF A HILL NEAR A FARM PLACE,
 KY1344'26 FEET NORTH OF THE CENTERLINE OF THE NORTH BENTON-WEST ROAD,
 KY1344'35 FEET WEST-SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY LEADING
 KY1344'NORTH TO FARM PLACE, 22 FEET WEST-SOUTHWEST OF FENCE CORNER,
 KY1344'1 FOOT SOUTH-SOUTHEAST OF FENCE LINE.  A STANDARD DISK SET IN
 KY1344'THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE CENTER OF THE
 KY1344'ROAD AND PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1108 ***********************************************************************
 KY1108  DESIGNATION -  BER 1
 KY1108  PID         -  KY1108
 KY1108  STATE/COUNTY-  OH/MAHONING
 KY1108  USGS QUAD   -  DAMASCUS (1994)
 KY1108
 KY1108                         *CURRENT SURVEY CONTROL
 KY1108  ___________________________________________________________________
 KY1108* NAD 83(1986)-  40 59 16.     (N)    080 59 10.     (W)     SCALED    
 KY1108* NAVD 88     -       328.444  (meters)    1077.57   (feet)  ADJUSTED  
 KY1108  ___________________________________________________________________
 KY1108  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY1108  DYNAMIC HT  -         328.291 (meters)    1077.07  (feet)  COMP
 KY1108  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 KY1108
 KY1108  VERT ORDER  -  SECOND    CLASS 0
 KY1108
 KY1108.The horizontal coordinates were scaled from a topographic map and have
 KY1108.an estimated accuracy of +/- 6 seconds.
 KY1108
 KY1108.The orthometric height was determined by differential leveling
 KY1108.and adjusted by the National Geodetic Survey in June 1991..
 KY1108
 KY1108.The geoid height was determined by GEOID03.
 KY1108
 KY1108.The dynamic height is computed by dividing the NAVD 88
 KY1108.geopotential number by the normal gravity value computed on the
 KY1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1108.degrees latitude (g = 980.6199 gals.).
 KY1108
 KY1108.The modeled gravity was interpolated from observed gravity values.
 KY1108
 KY1108;                    North         East    Units  Estimated Accuracy
 KY1108;SPC OH N     -   147,810.      727,380.      MT  (+/- 180 meters Scaled)
 KY1108
 KY1108                          SUPERSEDED SURVEY CONTROL
 KY1108
 KY1108  NGVD 29 (??/??/92)  328.610  (m)         1078.11   (f) ADJ UNCH    2 0
 KY1108
 KY1108.Superseded values are not recommended for survey control.
 KY1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1108.See file dsdata.txt to determine how the superseded data were derived.
 KY1108
 KY1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF011374(NAD 83)
 KY1108_MARKER: DD = SURVEY DISK
 KY1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1108_STAMPING: BER 1
 KY1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1108+STABILITY: SURFACE MOTION
 KY1108
 KY1108  HISTORY     - Date     Condition        Report By
 KY1108  HISTORY     - UNK      MONUMENTED       OH-099
 KY1108  HISTORY     - 1950     GOOD             NGS
 KY1108
 KY1108                          STATION DESCRIPTION
 KY1108
 KY1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1108'1.6 MI NE FROM NORTH BENTON.
 KY1108'ABOUT 0.5 MILE NORTHEAST ALONG HELSEL ROAD FROM THE POST
 KY1108'OFFICE AT NORTH BENTON, THENCE 1.10 MILES EAST ALONG WESTERN
 KY1108'RESERVE ROAD, AT THE JUNCTION OF THE CENTERLINE OF WESTERN
 KY1108'RESERVE ROAD AND THE CENTERLINE OF BEDELL ROAD.  A MAHONING
 KY1108'COUNTY DISK SET IN THE TOP OF A PRECAST CONCRETE POST, WHICH
 KY1108'IS SET IN A CAST IRON WELL AND COVERED WITH A CAST IRON COVER
 KY1108'STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW THE
 KY1108'SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2028 ***********************************************************************
 MB2028  DESIGNATION -  BER 12A
 MB2028  PID         -  MB2028
 MB2028  STATE/COUNTY-  OH/MAHONING
 MB2028  USGS QUAD   -  LAKE MILTON (1979)
 MB2028
 MB2028                         *CURRENT SURVEY CONTROL
 MB2028  ___________________________________________________________________
 MB2028* NAD 83(1995)-  41 02 16.99275(N)    080 56 44.04469(W)     ADJUSTED  
 MB2028* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 MB2028  ___________________________________________________________________
 MB2028  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 MB2028  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB2028
 MB2028  HORZ ORDER  -  THIRD
 MB2028
 MB2028.The horizontal coordinates were established by classical geodetic methods
 MB2028.and adjusted by the National Geodetic Survey in April 1998..
 MB2028
 MB2028.The orthometric height was scaled from a topographic map.
 MB2028
 MB2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2028
 MB2028.The geoid height was determined by GEOID03.
 MB2028
 MB2028;                    North         East     Units Scale Factor Converg.
 MB2028;SPC OH N     -   153,451.539   730,692.323   MT  0.99993927   +1 01 16.3
 MB2028;UTM  17      - 4,542,982.807   504,575.183   MT  0.99960026   +0 02 08.7
 MB2028
 MB2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2028!SPC OH N     -   0.99995387  x   0.99993927  =   0.99989314
 MB2028!UTM  17      -   0.99995387  x   0.99960026  =   0.99955415
 MB2028
 MB2028:                Primary Azimuth Mark                     Grid Az
 MB2028:SPC OH N     -  ELLSWORTH                                084 01 51.3
 MB2028:UTM  17      -  ELLSWORTH                                085 00 58.9
 MB2028
 MB2028|---------------------------------------------------------------------|
 MB2028| PID    Reference Object                     Distance      Geod. Az  |
 MB2028|                                                           dddmmss.s |
 MB2028| MB2030 ELLSWORTH                           APPROX. 3.3 KM 0850307.6 |
 MB2028|---------------------------------------------------------------------|
 MB2028
 MB2028                          SUPERSEDED SURVEY CONTROL
 MB2028
 MB2028  NAD 83(1986)-  41 02 16.99776(N)    080 56 44.04723(W) AD(       ) 3
 MB2028  NAD 27      -  41 02 16.79000(N)    080 56 44.72900(W) AD(       ) 3
 MB2028
 MB2028.Superseded values are not recommended for survey control.
 MB2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2028.See file dsdata.txt to determine how the superseded data were derived.
 MB2028
 MB2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0457542983(NAD 83)
 MB2028_MARKER: Z = SEE DESCRIPTION
 MB2028_SETTING: 0 = UNSPECIFIED SETTING
 MB2028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2028
 MB2028  HISTORY     - Date     Condition        Report By
 MB2028  HISTORY     - 1950     MONUMENTED       OH-099
 MB2028
 MB2028                          STATION DESCRIPTION
 MB2028
 MB2028'DESCRIBED BY MAHONING COUNTY OHIO 1950
 MB2028'MAHONING COUNTY ENGINEER RESPONSIBLE FOR DATA
 MB2028'
 MB2028'STATION IS LOCATED ABOUT 1.0 MILE NORTHEAST OF BERLINE CENTER, AND
 MB2028'ABOUT 4.5 MILES SOUTHEAST
 MB2028'OF THE VILLAGE OF LAKE MILTON.  IN THE REAR OF LAND OWNED
 MB2028'BY RANDALL WILLIAMS, ABOUT 500
 MB2028'FEET NORTH OF THE CENTERLINE OF HOYLE ROAD,
 MB2028'SET ON THE CENTERLINE OF THE DRIVEWAY 100 FEET
 MB2028'NORTH OF WHERE THE DRIVEWAY
 MB2028'CURVES, 15 FEET EAST OF A 10 INCH APPLE TREE AND JUST PAST THE
 MB2028'NORTH FENCE LINE
 MB2028'SURROUNDING THE PIG PEN.
 MB2028'
 MB2028'STATION MARK IS A STANDARD MAHONING COUNTY ALUMINUM DISK, SET IN THE
 MB2028'TOP OF A PRECAST
 MB2028'CONCRETE MONUMENT, WHICH IS SET IN A CAST IRON WELL, AND COVERED
 MB2028'WITH A CAST IRON COVER
 MB2028'STAMPED WITH A LARGE M.
 MB2028'
 MB2028'STATION MARK IS ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND IS
 MB2028'STAMPED BER 12A.
 MB2028'
 MB2028'BER 13A WAS USED AS AN AZIMUTH AND IS LOCATED ON THE CENTERLINE OF
 MB2028'S.R. NO. 534 BETWEEN HOYLE
 MB2028'ROAD AND U.S. NO. 224, 511.0 FEET SOUTH OF THE JUNCTION OF THE
 MB2028'CENTERLINE OF HOYLE ROAD AND THE
 MB2028'CENTERLINE OF S.R. NO. 534.  IT IS MARKED
 MB2028'SIMILAR TO THE STATION MARK AND IS STAMPED BER 13A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0694 ***********************************************************************
 MB0694  DESIGNATION -  BER 17
 MB0694  PID         -  MB0694
 MB0694  STATE/COUNTY-  OH/MAHONING
 MB0694  USGS QUAD   -  LAKE MILTON (1979)
 MB0694
 MB0694                         *CURRENT SURVEY CONTROL
 MB0694  ___________________________________________________________________
 MB0694* NAD 83(1986)-  41 03 29.     (N)    080 55 41.     (W)     SCALED    
 MB0694* NAVD 88     -       332.780  (meters)    1091.80   (feet)  ADJUSTED  
 MB0694  ___________________________________________________________________
 MB0694  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB0694  DYNAMIC HT  -         332.628 (meters)    1091.30  (feet)  COMP
 MB0694  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 MB0694
 MB0694  VERT ORDER  -  SECOND    CLASS 0
 MB0694
 MB0694.The horizontal coordinates were scaled from a topographic map and have
 MB0694.an estimated accuracy of +/- 6 seconds.
 MB0694
 MB0694.The orthometric height was determined by differential leveling
 MB0694.and adjusted by the National Geodetic Survey in June 1991..
 MB0694
 MB0694.The geoid height was determined by GEOID03.
 MB0694
 MB0694.The dynamic height is computed by dividing the NAVD 88
 MB0694.geopotential number by the normal gravity value computed on the
 MB0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0694.degrees latitude (g = 980.6199 gals.).
 MB0694
 MB0694.The modeled gravity was interpolated from observed gravity values.
 MB0694
 MB0694;                    North         East    Units  Estimated Accuracy
 MB0694;SPC OH N     -   155,700.      732,130.      MT  (+/- 180 meters Scaled)
 MB0694
 MB0694                          SUPERSEDED SURVEY CONTROL
 MB0694
 MB0694  NGVD 29 (??/??/92)  332.948  (m)         1092.35   (f) ADJ UNCH    2 0
 MB0694
 MB0694.Superseded values are not recommended for survey control.
 MB0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0694.See file dsdata.txt to determine how the superseded data were derived.
 MB0694
 MB0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF060452(NAD 83)
 MB0694_MARKER: DD = SURVEY DISK
 MB0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0694_STAMPING: BER 17
 MB0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0694+STABILITY: SURFACE MOTION
 MB0694
 MB0694  HISTORY     - Date     Condition        Report By
 MB0694  HISTORY     - UNK      MONUMENTED       OH-099
 MB0694  HISTORY     - 1950     GOOD             NGS
 MB0694
 MB0694                          STATION DESCRIPTION
 MB0694
 MB0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0694'3.4 MI NE FROM SHILLINGS MILL.
 MB0694'ABOUT 0.7 MILE NORTHEAST ALONG MILL ROAD FROM THE BRIDGE OVER
 MB0694'MAHONING RIVER AT SHILLINGS MILL, THENCE ABOUT 2.7 MILES SOUTHEAST
 MB0694'ALONG ELLSWORTH-PALMYRA ROAD.  IT IS AT THE JUNCTION OF THE
 MB0694'CENTERLINES OF THE ELLSWORTH-PALMYRA ROAD AND THE ORRS CORNERS-NEWTON
 MB0694'FALLS ROAD.  A MAHONING COUNTY DISK SET IN THE TOP OF A CONCRETE
 MB0694'POST, WHICH IS SET IN A CAST IRON WELL COVERED WITH A CAST IRON
 MB0694'COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW
 MB0694'THE SURFACE OF THE ROAD.  NOTE-- THIS MARK CAN ALSO BE REACHED
 MB0694'BY GOING ABOUT 2.6 MILES NORTHWEST ALONG CANFIELD-PALMYRA ROAD,
 MB0694'FROM THE PENNSYLVANIA RAILROAD CROSSING AT ROSEMONT, THENCE ABOUT
 MB0694'1.2 MILES SOUTH ALONG ORRS CORNERS-NEWTON FALLS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1112 ***********************************************************************
 KY1112  DESIGNATION -  BER 23
 KY1112  PID         -  KY1112
 KY1112  STATE/COUNTY-  OH/MAHONING
 KY1112  USGS QUAD   -  DAMASCUS (1994)
 KY1112
 KY1112                         *CURRENT SURVEY CONTROL
 KY1112  ___________________________________________________________________
 KY1112* NAD 83(1986)-  40 59 16.     (N)    080 55 46.     (W)     SCALED    
 KY1112* NAVD 88     -       364.230  (meters)    1194.98   (feet)  ADJUSTED  
 KY1112  ___________________________________________________________________
 KY1112  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KY1112  DYNAMIC HT  -         364.061 (meters)    1194.42  (feet)  COMP
 KY1112  MODELED GRAV-     980,149.3   (mgal)                       NAVD 88
 KY1112
 KY1112  VERT ORDER  -  SECOND    CLASS 0
 KY1112
 KY1112.The horizontal coordinates were scaled from a topographic map and have
 KY1112.an estimated accuracy of +/- 6 seconds.
 KY1112
 KY1112.The orthometric height was determined by differential leveling
 KY1112.and adjusted by the National Geodetic Survey in June 1991..
 KY1112
 KY1112.The geoid height was determined by GEOID03.
 KY1112
 KY1112.The dynamic height is computed by dividing the NAVD 88
 KY1112.geopotential number by the normal gravity value computed on the
 KY1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1112.degrees latitude (g = 980.6199 gals.).
 KY1112
 KY1112.The modeled gravity was interpolated from observed gravity values.
 KY1112
 KY1112;                    North         East    Units  Estimated Accuracy
 KY1112;SPC OH N     -   147,890.      732,150.      MT  (+/- 180 meters Scaled)
 KY1112
 KY1112                          SUPERSEDED SURVEY CONTROL
 KY1112
 KY1112  NGVD 29 (??/??/92)  364.393  (m)         1195.51   (f) ADJ UNCH    2 0
 KY1112
 KY1112.Superseded values are not recommended for survey control.
 KY1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1112.See file dsdata.txt to determine how the superseded data were derived.
 KY1112
 KY1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF059374(NAD 83)
 KY1112_MARKER: DD = SURVEY DISK
 KY1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1112_STAMPING: BER 23
 KY1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1112+STABILITY: SURFACE MOTION
 KY1112
 KY1112  HISTORY     - Date     Condition        Report By
 KY1112  HISTORY     - UNK      MONUMENTED       OH-099
 KY1112  HISTORY     - 1950     GOOD             NGS
 KY1112
 KY1112                          STATION DESCRIPTION
 KY1112
 KY1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1112'4.5 MI NE FROM NORTH BENTON.
 KY1112'ABOUT 0.5 MILE NORTHEAST ALONG HELSEL ROAD FROM THE POST OFFICE
 KY1112'AT NORTH BENTON, THENCE 4.2 MILES EAST ALONG WESTERN RESERVE
 KY1112'ROAD, AT THE JUNCTION OF THE CENTERLINE OF WESTERN RESERVE ROAD
 KY1112'AND THE CENTERLINE OF COOK ROAD.  A MAHONING COUNTY DISK SET IN
 KY1112'THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST
 KY1112'IRON WELL AND COVERED WITH A CAST IRON COVER STAMPED WITH A
 KY1112'LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE
 KY1112'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1114 ***********************************************************************
 KY1114  DESIGNATION -  BER 28
 KY1114  PID         -  KY1114
 KY1114  STATE/COUNTY-  OH/MAHONING
 KY1114  USGS QUAD   -  DAMASCUS (1994)
 KY1114
 KY1114                         *CURRENT SURVEY CONTROL
 KY1114  ___________________________________________________________________
 KY1114* NAD 83(1986)-  40 59 16.     (N)    080 54 19.     (W)     SCALED    
 KY1114* NAVD 88     -       363.689  (meters)    1193.20   (feet)  ADJUSTED  
 KY1114  ___________________________________________________________________
 KY1114  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KY1114  DYNAMIC HT  -         363.520 (meters)    1192.65  (feet)  COMP
 KY1114  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 KY1114
 KY1114  VERT ORDER  -  SECOND    CLASS 0
 KY1114
 KY1114.The horizontal coordinates were scaled from a topographic map and have
 KY1114.an estimated accuracy of +/- 6 seconds.
 KY1114
 KY1114.The orthometric height was determined by differential leveling
 KY1114.and adjusted by the National Geodetic Survey in June 1991..
 KY1114
 KY1114.The geoid height was determined by GEOID03.
 KY1114
 KY1114.The dynamic height is computed by dividing the NAVD 88
 KY1114.geopotential number by the normal gravity value computed on the
 KY1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1114.degrees latitude (g = 980.6199 gals.).
 KY1114
 KY1114.The modeled gravity was interpolated from observed gravity values.
 KY1114
 KY1114;                    North         East    Units  Estimated Accuracy
 KY1114;SPC OH N     -   147,930.      734,180.      MT  (+/- 180 meters Scaled)
 KY1114
 KY1114                          SUPERSEDED SURVEY CONTROL
 KY1114
 KY1114  NGVD 29 (??/??/92)  363.851  (m)         1193.73   (f) ADJ UNCH    2 0
 KY1114
 KY1114.Superseded values are not recommended for survey control.
 KY1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1114.See file dsdata.txt to determine how the superseded data were derived.
 KY1114
 KY1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF079374(NAD 83)
 KY1114_MARKER: DD = SURVEY DISK
 KY1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1114_STAMPING: BER 28
 KY1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1114+STABILITY: SURFACE MOTION
 KY1114
 KY1114  HISTORY     - Date     Condition        Report By
 KY1114  HISTORY     - UNK      MONUMENTED       OH-099
 KY1114  HISTORY     - 1950     GOOD             NGS
 KY1114
 KY1114                          STATION DESCRIPTION
 KY1114
 KY1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1114'6 MI NE FROM NORTH BENTON.
 KY1114'ABOUT 0.5 MILE NORTHEAST ALONG HELSEL ROAD FROM THE POST OFFICE
 KY1114'AT NORTH BENTON, THENCE 5.5 MILES EAST ALONG WESTERN RESERVE
 KY1114'ROAD, AT THE INTERSECTION OF THE CENTERLINE OF WESTERN RESERVE
 KY1114'ROAD AND THE CENTERLINE OF GOSHEN CENTER-DUCK CREEK ROAD.  A
 KY1114'MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST CONCRETE POST,
 KY1114'WHICH IS SET IN A CAST IRON WELL AND COVERED WITH A CAST IRON
 KY1114'COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW
 KY1114'THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2032 ***********************************************************************
 MB2032  DESIGNATION -  BER 4A
 MB2032  PID         -  MB2032
 MB2032  STATE/COUNTY-  OH/MAHONING
 MB2032  USGS QUAD   -  LAKE MILTON (1979)
 MB2032
 MB2032                         *CURRENT SURVEY CONTROL
 MB2032  ___________________________________________________________________
 MB2032* NAD 83(1995)-  41 01 18.02487(N)    080 59 54.95700(W)     ADJUSTED  
 MB2032* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 MB2032  ___________________________________________________________________
 MB2032  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 MB2032  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2032
 MB2032  HORZ ORDER  -  THIRD
 MB2032
 MB2032.The horizontal coordinates were established by classical geodetic methods
 MB2032.and adjusted by the National Geodetic Survey in April 1998..
 MB2032
 MB2032.The orthometric height was scaled from a topographic map.
 MB2032
 MB2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2032
 MB2032.The geoid height was determined by GEOID03.
 MB2032
 MB2032;                    North         East     Units Scale Factor Converg.
 MB2032;SPC OH N     -   151,554.738   726,265.367   MT  0.99993946   +0 59 10.8
 MB2032;UTM  17      - 4,541,163.040   500,117.774   MT  0.99960000   +0 00 03.3
 MB2032
 MB2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2032!SPC OH N     -   0.99995606  x   0.99993946  =   0.99989552
 MB2032!UTM  17      -   0.99995606  x   0.99960000  =   0.99955608
 MB2032
 MB2032:                Primary Azimuth Mark                     Grid Az
 MB2032:SPC OH N     -  PALMYRA                                  356 44 39.0
 MB2032:UTM  17      -  PALMYRA                                  357 43 46.5
 MB2032
 MB2032|---------------------------------------------------------------------|
 MB2032| PID    Reference Object                     Distance      Geod. Az  |
 MB2032|                                                           dddmmss.s |
 MB2032| MB2354 PALMYRA                             APPROX. 5.7 KM 3574349.8 |
 MB2032|---------------------------------------------------------------------|
 MB2032
 MB2032                          SUPERSEDED SURVEY CONTROL
 MB2032
 MB2032  NAD 83(1986)-  41 01 18.03004(N)    080 59 54.95938(W) AD(       ) 3
 MB2032  NAD 27      -  41 01 17.81900(N)    080 59 55.63100(W) AD(       ) 3
 MB2032
 MB2032.Superseded values are not recommended for survey control.
 MB2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2032.See file dsdata.txt to determine how the superseded data were derived.
 MB2032
 MB2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0011841163(NAD 83)
 MB2032_MARKER: Z = SEE DESCRIPTION
 MB2032_SETTING: 0 = UNSPECIFIED SETTING
 MB2032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2032
 MB2032  HISTORY     - Date     Condition        Report By
 MB2032  HISTORY     - 1950     MONUMENTED       OH-099
 MB2032  HISTORY     - 20060401 MARK NOT FOUND   GEOCAC
 MB2032
 MB2032                          STATION DESCRIPTION
 MB2032
 MB2032'DESCRIBED BY MAHONING COUNTY OHIO 1950
 MB2032'MAHONING COUNTY ENGINEER RESPONSIBLE FOR DATA
 MB2032'
 MB2032'STATION IS LOCATED IN BERLIN TOWNSHIP ABOUT 6 MILES SOUTH OF THE
 MB2032'VILLAGE OF LAKE MILTON,
 MB2032'AND ABOUT 12 MILES WEST OF THE VILLAGE OF CANFIELD, IT IS 60 FEET
 MB2032'EAST OF THE NORTH-EAST ABUTMENT
 MB2032'OF THE BRIDGE SPANNING THE BERLIN RESERVOIR,
 MB2032'IN THE BERLINE LAKE CAUSEWAY JUST NORTH OF THE
 MB2032'NORTH GUARD-RAIL, 27 FEET NORTH
 MB2032'OF THE CENTERLINE OF S.R. NO. 224.
 MB2032'
 MB2032'STATION MARK IS A STANDARD MAHONING COUNTY ALUMINUM DISK SET IN THE
 MB2032'TOP OF A PRECAST CONCRETE
 MB2032'MONUMENT, WHICH IS SET IN A CAST IRON WELL, AND COVERED WITH
 MB2032'A CAST IRON COVER STAMPED WITH A
 MB2032'LARGE M.
 MB2032'
 MB2032'STATION MARK IS ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND IS
 MB2032'STAMPED BER 4A.
 MB2032'
 MB2032'THE APEX OF A TWO STORY FRAME HOUSE OCCUPIED BY MR. BEN WESTFALL,
 MB2032'R.F.D. BERLIN CENTER WAS
 MB2032'USED AS AN AZIMUTH.  THE HOUSE CAN BE IDENTIFIED BY A 30 INCH DEAD
 MB2032'OAK ON THE FRONT LAWN.  IT IS
 MB2032'EAST FROM THE STATION MARK AND DISTANT ABOUT ONE
 MB2032'MILE.
 MB2032
 MB2032                          STATION RECOVERY (2006)
 MB2032
 MB2032'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0812 ***********************************************************************
 MB0812  DESIGNATION -  BER 5
 MB0812  PID         -  MB0812
 MB0812  STATE/COUNTY-  OH/MAHONING
 MB0812  USGS QUAD   -  LAKE MILTON (1979)
 MB0812
 MB0812                         *CURRENT SURVEY CONTROL
 MB0812  ___________________________________________________________________
 MB0812* NAD 83(1986)-  41 02 28.     (N)    080 59 11.     (W)     SCALED    
 MB0812* NAVD 88     -       317.286  (meters)    1040.96   (feet)  ADJUSTED  
 MB0812  ___________________________________________________________________
 MB0812  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB0812  DYNAMIC HT  -         317.141 (meters)    1040.49  (feet)  COMP
 MB0812  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 MB0812
 MB0812  VERT ORDER  -  SECOND    CLASS 0
 MB0812
 MB0812.The horizontal coordinates were scaled from a topographic map and have
 MB0812.an estimated accuracy of +/- 6 seconds.
 MB0812
 MB0812.The orthometric height was determined by differential leveling
 MB0812.and adjusted by the National Geodetic Survey in June 1991..
 MB0812
 MB0812.The geoid height was determined by GEOID03.
 MB0812
 MB0812.The dynamic height is computed by dividing the NAVD 88
 MB0812.geopotential number by the normal gravity value computed on the
 MB0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0812.degrees latitude (g = 980.6199 gals.).
 MB0812
 MB0812.The modeled gravity was interpolated from observed gravity values.
 MB0812
 MB0812;                    North         East    Units  Estimated Accuracy
 MB0812;SPC OH N     -   153,730.      727,260.      MT  (+/- 180 meters Scaled)
 MB0812
 MB0812                          SUPERSEDED SURVEY CONTROL
 MB0812
 MB0812  NGVD 29 (??/??/92)  317.454  (m)         1041.51   (f) ADJ UNCH    2 0
 MB0812
 MB0812.Superseded values are not recommended for survey control.
 MB0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0812.See file dsdata.txt to determine how the superseded data were derived.
 MB0812
 MB0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF011433(NAD 83)
 MB0812_MARKER: DD = SURVEY DISK
 MB0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0812_STAMPING: BER 5
 MB0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0812+STABILITY: SURFACE MOTION
 MB0812
 MB0812  HISTORY     - Date     Condition        Report By
 MB0812  HISTORY     - UNK      MONUMENTED       OH-099
 MB0812  HISTORY     - 1950     GOOD             NGS
 MB0812
 MB0812                          STATION DESCRIPTION
 MB0812
 MB0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0812'1.2 MI S FROM SHILLINGS MILL.
 MB0812'ABOUT 1.2 MILES SOUTH ALONG BEDELL ROAD FROM THE SOUTH END OF THE
 MB0812'BRIDGE OVER MAHONING RIVER AT SHILLINGS MILL.  IT IS AT THE
 MB0812'INTERSECTION OF THE CENTERLINES OF BEDELL ROAD AND HEISER ROAD.
 MB0812'A MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST CONCRETE POST
 MB0812'SET IN A CAST IRON WELL AND COVERED WITH A CAST IRON COVER
 MB0812'STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW THE
 MB0812'SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0811 ***********************************************************************
 MB0811  DESIGNATION -  BER 6
 MB0811  PID         -  MB0811
 MB0811  STATE/COUNTY-  OH/MAHONING
 MB0811  USGS QUAD   -  LAKE MILTON (1979)
 MB0811
 MB0811                         *CURRENT SURVEY CONTROL
 MB0811  ___________________________________________________________________
 MB0811* NAD 83(1986)-  41 02 54.     (N)    080 59 12.     (W)     SCALED    
 MB0811* NAVD 88     -       312.320  (meters)    1024.67   (feet)  ADJUSTED  
 MB0811  ___________________________________________________________________
 MB0811  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB0811  DYNAMIC HT  -         312.178 (meters)    1024.20  (feet)  COMP
 MB0811  MODELED GRAV-     980,159.6   (mgal)                       NAVD 88
 MB0811
 MB0811  VERT ORDER  -  SECOND    CLASS 0
 MB0811
 MB0811.The horizontal coordinates were scaled from a topographic map and have
 MB0811.an estimated accuracy of +/- 6 seconds.
 MB0811
 MB0811.The orthometric height was determined by differential leveling
 MB0811.and adjusted by the National Geodetic Survey in June 1991..
 MB0811
 MB0811.The geoid height was determined by GEOID03.
 MB0811
 MB0811.The dynamic height is computed by dividing the NAVD 88
 MB0811.geopotential number by the normal gravity value computed on the
 MB0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0811.degrees latitude (g = 980.6199 gals.).
 MB0811
 MB0811.The modeled gravity was interpolated from observed gravity values.
 MB0811
 MB0811;                    North         East    Units  Estimated Accuracy
 MB0811;SPC OH N     -   154,530.      727,220.      MT  (+/- 180 meters Scaled)
 MB0811
 MB0811                          SUPERSEDED SURVEY CONTROL
 MB0811
 MB0811  NGVD 29 (??/??/92)  312.489  (m)         1025.22   (f) ADJ UNCH    2 0
 MB0811
 MB0811.Superseded values are not recommended for survey control.
 MB0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0811.See file dsdata.txt to determine how the superseded data were derived.
 MB0811
 MB0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF011441(NAD 83)
 MB0811_MARKER: DD = SURVEY DISK
 MB0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0811_STAMPING: BER 6
 MB0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0811+STABILITY: SURFACE MOTION
 MB0811
 MB0811  HISTORY     - Date     Condition        Report By
 MB0811  HISTORY     - UNK      MONUMENTED       OH-099
 MB0811  HISTORY     - 1950     GOOD             NGS
 MB0811
 MB0811                          STATION DESCRIPTION
 MB0811
 MB0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0811'0.7 MI S FROM SHILLINGS MILL.
 MB0811'ABOUT 0.7 MILE SOUTH ALONG BEDELL ROAD FROM THE SOUTH END OF
 MB0811'THE BRIDGE OVER MAHONING RIVER AT SHILLINGS MILL.  IT IS AT THE
 MB0811'JUNCTION OF THE CENTERLINES OF BEDELL ROAD AND MOCK ROAD.  A
 MB0811'MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST CONCRETE POST,
 MB0811'WHICH IS SET IN A CAST IRON WELL AND COVERED WITH A CAST IRON
 MB0811'COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW
 MB0811'THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0809 ***********************************************************************
 MB0809  DESIGNATION -  BER 7
 MB0809  PID         -  MB0809
 MB0809  STATE/COUNTY-  OH/MAHONING
 MB0809  USGS QUAD   -  LAKE MILTON (1979)
 MB0809
 MB0809                         *CURRENT SURVEY CONTROL
 MB0809  ___________________________________________________________________
 MB0809* NAD 83(1986)-  41 03 30.     (N)    080 59 09.     (W)     SCALED    
 MB0809* NAVD 88     -       295.862  (meters)     970.67   (feet)  ADJUSTED  
 MB0809  ___________________________________________________________________
 MB0809  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB0809  DYNAMIC HT  -         295.727 (meters)     970.23  (feet)  COMP
 MB0809  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 MB0809
 MB0809  VERT ORDER  -  SECOND    CLASS 0
 MB0809
 MB0809.The horizontal coordinates were scaled from a topographic map and have
 MB0809.an estimated accuracy of +/- 6 seconds.
 MB0809
 MB0809.The orthometric height was determined by differential leveling
 MB0809.and adjusted by the National Geodetic Survey in June 1991..
 MB0809
 MB0809.The geoid height was determined by GEOID03.
 MB0809
 MB0809.The dynamic height is computed by dividing the NAVD 88
 MB0809.geopotential number by the normal gravity value computed on the
 MB0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0809.degrees latitude (g = 980.6199 gals.).
 MB0809
 MB0809.The modeled gravity was interpolated from observed gravity values.
 MB0809
 MB0809;                    North         East    Units  Estimated Accuracy
 MB0809;SPC OH N     -   155,640.      727,270.      MT  (+/- 180 meters Scaled)
 MB0809
 MB0809                          SUPERSEDED SURVEY CONTROL
 MB0809
 MB0809  NGVD 29 (??/??/92)  296.031  (m)          971.23   (f) ADJ UNCH    2 0
 MB0809
 MB0809.Superseded values are not recommended for survey control.
 MB0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0809.See file dsdata.txt to determine how the superseded data were derived.
 MB0809
 MB0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF011452(NAD 83)
 MB0809_MARKER: DD = SURVEY DISK
 MB0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0809_STAMPING: BER 7
 MB0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0809+STABILITY: SURFACE MOTION
 MB0809
 MB0809  HISTORY     - Date     Condition        Report By
 MB0809  HISTORY     - UNK      MONUMENTED       OH-099
 MB0809  HISTORY     - 1950     GOOD             NGS
 MB0809
 MB0809                          STATION DESCRIPTION
 MB0809
 MB0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0809'AT SHILLINGS MILL.
 MB0809'ABOUT 150 FEET SOUTH OF THE SOUTH END OF THE BRIDGE OVER
 MB0809'MAHONING RIVER.  AT THE JUNCTION OF THE CENTERLINES OF MILL ROAD
 MB0809'AND SHILLINGS ROAD.  A MAHONING COUNTY DISK SET IN THE TOP OF A
 MB0809'PRECAST CONCRETE POST, WHICH IS SET IN A CAST IRON WELL AND
 MB0809'COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.  IT IS
 MB0809'ABOUT 8 INCHES BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2942 ***********************************************************************
 MB2942  DESIGNATION -  BEREA
 MB2942  PID         -  MB2942
 MB2942  STATE/COUNTY-  OH/CUYAHOGA
 MB2942  USGS QUAD   -  LAKEWOOD (1985)
 MB2942
 MB2942                         *CURRENT SURVEY CONTROL
 MB2942  ___________________________________________________________________
 MB2942* NAD 83(1995)-  41 22 56.87466(N)    081 51 02.10279(W)     ADJUSTED  
 MB2942* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 MB2942  ___________________________________________________________________
 MB2942  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 MB2942  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 MB2942
 MB2942  HORZ ORDER  -  FIRST
 MB2942
 MB2942.The horizontal coordinates were established by classical geodetic methods
 MB2942.and adjusted by the National Geodetic Survey in April 1998..
 MB2942
 MB2942.The orthometric height was scaled from a topographic map.
 MB2942
 MB2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2942
 MB2942.The geoid height was determined by GEOID03.
 MB2942
 MB2942;                    North         East     Units Scale Factor Converg.
 MB2942;SPC OH N     -   190,736.582   654,318.674   MT  0.99995420   +0 25 35.9
 MB2942;UTM  17      - 4,581,564.745   428,879.352   MT  0.99966225   -0 33 44.4
 MB2942
 MB2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2942!SPC OH N     -   0.99996759  x   0.99995420  =   0.99992179
 MB2942!UTM  17      -   0.99996759  x   0.99966225  =   0.99962985
 MB2942
 MB2942                          SUPERSEDED SURVEY CONTROL
 MB2942
 MB2942  NAD 83(1995)-  41 22 56.88499(N)    081 51 02.10674(W) AD(       ) 1
 MB2942  NAD 83(1986)-  41 22 56.88436(N)    081 51 02.11214(W) AD(       ) 1
 MB2942  NAD 27      -  41 22 56.69720(N)    081 51 02.62180(W) AD(       ) 1
 MB2942
 MB2942.Superseded values are not recommended for survey control.
 MB2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2942.See file dsdata.txt to determine how the superseded data were derived.
 MB2942
 MB2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2887981565(NAD 83)
 MB2942_STAMPING: BEREA 1943
 MB2942_MARK LOGO: CRGS  
 MB2942
 MB2942  HISTORY     - Date     Condition        Report By
 MB2942  HISTORY     - 1943     MONUMENTED       CRGS
 MB2942  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MB2942  HISTORY     - 19970701 GOOD             USPSQD
 MB2942
 MB2942                          STATION DESCRIPTION
 MB2942
 MB2942'DESCRIBED BY CLEVELAND REGIONAL GEODETIC SURVEY 1943 (APR)
 MB2942'THIS
 MB2942'STATION IS LOCATED
 MB2942'AT THE N EDGE OF THE VILLAGE OF BEREA ON THE
 MB2942'PROPERTY OF THE DUNHAM MANUFACTURING
 MB2942'COMPANY.  IT IS A STATION OF
 MB2942'THE CLEVELAND REGIONAL GEODETIC SURVEY, LOCATED AT THE
 MB2942'TOP OF A
 MB2942'FRAMEWORK WHICH WAS BUILT FOR A WATER TANK.  THIS FRAMEWORK IS S
 MB2942'OF THE DUNHAM MFG.
 MB2942'COMPANY PLANT, 150 FEET NE OF PEAR STREET, AND
 MB2942'50 FEET S OF THE CENTER LINE OF FIRST
 MB2942'STREET.
 MB2942'
 MB2942'THE STATION WAS NOT OCCUPIED BY THIS PARTY.  ALL ANGLES WERE
 MB2942'CONCLUDED.
 MB2942
 MB2942                          STATION RECOVERY (1946)
 MB2942
 MB2942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (LSB)
 MB2942'DESCRIPTION ADEQUATE.
 MB2942
 MB2942                          STATION RECOVERY (1997)
 MB2942
 MB2942'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2950 ***********************************************************************
 MB2950  DESIGNATION -  BEREA MUN WATER AND LT CO TANK
 MB2950  PID         -  MB2950
 MB2950  STATE/COUNTY-  OH/CUYAHOGA
 MB2950  USGS QUAD   -  BEREA (1984)
 MB2950
 MB2950                         *CURRENT SURVEY CONTROL
 MB2950  ___________________________________________________________________
 MB2950* NAD 83(1995)-  41 21 58.04592(N)    081 51 21.22014(W)     ADJUSTED  
 MB2950* NAVD 88     -                                                        
 MB2950  ___________________________________________________________________
 MB2950  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 MB2950  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 MB2950
 MB2950  HORZ ORDER  -  THIRD
 MB2950
 MB2950.The horizontal coordinates were established by classical geodetic methods
 MB2950.and adjusted by the National Geodetic Survey in April 1998..
 MB2950
 MB2950
 MB2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2950
 MB2950.The geoid height was determined by GEOID03.
 MB2950
 MB2950;                    North         East     Units Scale Factor Converg.
 MB2950;SPC OH N     -   188,918.537   653,887.913   MT  0.99995267   +0 25 23.3
 MB2950;UTM  17      - 4,579,754.932   428,417.412   MT  0.99966306   -0 33 56.4
 MB2950
 MB2950                          SUPERSEDED SURVEY CONTROL
 MB2950
 MB2950  NAD 83(1995)-  41 21 58.05603(N)    081 51 21.22486(W) AD(       ) 4
 MB2950  NAD 83(1986)-  41 21 58.05568(N)    081 51 21.22970(W) AD(       ) 4
 MB2950  NAD 27      -  41 21 57.86600(N)    081 51 21.73900(W) AD(       ) 3
 MB2950
 MB2950.Superseded values are not recommended for survey control.
 MB2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2950.See file dsdata.txt to determine how the superseded data were derived.
 MB2950
 MB2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2841779755(NAD 83)
 MB2950
 MB2950  HISTORY     - Date     Condition        Report By
 MB2950  HISTORY     - 1943     MONUMENTED       CGS
 MB2950  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MB2950  HISTORY     - 1961     SEE DESCRIPTION  CGS
 MB2950  HISTORY     - 19940605 POOR             USPSQD
 MB2950  HISTORY     - 19950704 MARK NOT FOUND   USPSQD
 MB2950
 MB2950                          STATION DESCRIPTION
 MB2950
 MB2950'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2950'THIS TANK IS LOCATED NEAR THE CENTER OF
 MB2950'THE TOWN OF BEREA
 MB2950'AT THE MUNICIPAL WATER AND LIGHT COMPANY.  IT
 MB2950'IS A FOUR-LEGGED STEEL STRUCTURE,
 MB2950'PAINTED SILVER, AND ABOUT 125
 MB2950'FEET IN HEIGHT.  THE TANK WAS ERECTED IN 1922.
 MB2950'
 MB2950'THIS STATION WAS LOCATED BY INTERSECTION FROM TRIANGULATION
 MB2950'STATIONS ROCKPORT
 MB2950'2, ROYALTON, OLMSTEAD, AND OHIO.
 MB2950'
 MB2950'THE POINT SIGHTED UPON WAS THE BALL FINIAL AT THE PEAK OF THE
 MB2950'CONICAL ROOF.
 MB2950
 MB2950                          STATION RECOVERY (1946)
 MB2950
 MB2950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (LSB)
 MB2950'DESCRIPTION ADEQUATE.
 MB2950
 MB2950                          STATION RECOVERY (1961)
 MB2950
 MB2950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WLM)
 MB2950'STATION RECOVERED AS DESCRIBED.
 MB2950
 MB2950                          STATION RECOVERY (1994)
 MB2950
 MB2950'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2950'MARK RECOVERED IN POOR CONDITION.
 MB2950
 MB2950                          STATION RECOVERY (1995)
 MB2950
 MB2950'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB2950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0760 ***********************************************************************
 KZ0760  DESIGNATION -  BERLIN
 KZ0760  PID         -  KZ0760
 KZ0760  STATE/COUNTY-  OH/KNOX
 KZ0760  USGS QUAD   -  MT VERNON (1982)
 KZ0760
 KZ0760                         *CURRENT SURVEY CONTROL
 KZ0760  ___________________________________________________________________
 KZ0760* NAD 83(1995)-  40 29 51.81266(N)    082 29 03.44587(W)     ADJUSTED  
 KZ0760* NAVD 88     -       387.698  (meters)    1271.97   (feet)  ADJUSTED  
 KZ0760  ___________________________________________________________________
 KZ0760  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 KZ0760  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KZ0760  DYNAMIC HT  -         387.503 (meters)    1271.33  (feet)  COMP
 KZ0760  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 KZ0760
 KZ0760  HORZ ORDER  -  THIRD
 KZ0760  VERT ORDER  -  SECOND    CLASS 0
 KZ0760
 KZ0760.The horizontal coordinates were established by classical geodetic methods
 KZ0760.and adjusted by the National Geodetic Survey in April 1998..
 KZ0760
 KZ0760.The orthometric height was determined by differential leveling
 KZ0760.and adjusted by the National Geodetic Survey in June 1991..
 KZ0760
 KZ0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ0760
 KZ0760.The geoid height was determined by GEOID03.
 KZ0760
 KZ0760.The dynamic height is computed by dividing the NAVD 88
 KZ0760.geopotential number by the normal gravity value computed on the
 KZ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0760.degrees latitude (g = 980.6199 gals.).
 KZ0760
 KZ0760.The modeled gravity was interpolated from observed gravity values.
 KZ0760
 KZ0760;                    North         East     Units Scale Factor Converg.
 KZ0760;SPC OH N     -    92,286.483   601,331.687   MT  0.99998829   +0 00 37.2
 KZ0760;UTM  17      - 4,484,060.425   374,223.861   MT  0.99979473   -0 57 50.6
 KZ0760
 KZ0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ0760!SPC OH N     -   0.99994446  x   0.99998829  =   0.99993275
 KZ0760!UTM  17      -   0.99994446  x   0.99979473  =   0.99973921
 KZ0760
 KZ0760|---------------------------------------------------------------------|
 KZ0760| PID    Reference Object                     Distance      Geod. Az  |
 KZ0760|                                                           dddmmss.s |
 KZ0760| KZ0761 BERLIN RM 1                          18.782 METERS 02832     |
 KZ0760| KZ1731 BERLIN RM 3                          10.165 METERS 10842     |
 KZ0760| KZ0759 BERLIN RM 2                          22.034 METERS 15845     |
 KZ0760| KZ0762 BERLIN AZ MK                                       1774437.9 |
 KZ0760|---------------------------------------------------------------------|
 KZ0760
 KZ0760                          SUPERSEDED SURVEY CONTROL
 KZ0760
 KZ0760  NAD 83(1986)-  40 29 51.82079(N)    082 29 03.44224(W) AD(       ) 3
 KZ0760  NAD 27      -  40 29 51.60062(N)    082 29 03.86317(W) AD(       ) 3
 KZ0760  NGVD 29 (??/??/92)  387.867  (m)         1272.53   (f) ADJ UNCH    2 0
 KZ0760
 KZ0760.Superseded values are not recommended for survey control.
 KZ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0760.See file dsdata.txt to determine how the superseded data were derived.
 KZ0760
 KZ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7422484060(NAD 83)
 KZ0760_MARKER: DS = TRIANGULATION STATION DISK
 KZ0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0760_STAMPING: BERLIN 1959
 KZ0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0760+STABILITY: SURFACE MOTION
 KZ0760
 KZ0760  HISTORY     - Date     Condition        Report By
 KZ0760  HISTORY     - 1959     MONUMENTED       CGS
 KZ0760  HISTORY     - 1959     GOOD             CGS
 KZ0760  HISTORY     - 1978     GOOD             NGS
 KZ0760
 KZ0760                          STATION DESCRIPTION
 KZ0760
 KZ0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ0760'THE STATION IS ABOUT 7.0 MILES SOUTHWEST OF BUTLER, 7.5 MILES NORTH
 KZ0760'OF MT.  VERNON, 3.0
 KZ0760'MILES EAST OF FREDERICKTOWN, ON THE WEST SIDE OF COUNTY ROUTE 82, 0.2
 KZ0760'MILE NORTH OF THE BERLIN
 KZ0760'METHODIST CHURCH AND ON PROPERTY OWNED BY MR. A.J. BUNDERSON
 KZ0760'WHO LIVES AT THE STATION SITE.
 KZ0760'
 KZ0760'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FREDERICKTOWN, CROSS
 KZ0760'BRIDGE AND GO EAST ON COUNTY
 KZ0760'ROUTE 14 FOR 3.0 MILES TO A CROSSROAD AND THE INTERSECTION OF
 KZ0760'COUNTY ROUTE 5.  CONTINUE EAST ON
 KZ0760'COUNTY ROUTE 14 FOR 0.2 MILE TO A CROSSROAD AND
 KZ0760'THE INTERSECTION OF COUNTY ROUTE 82.  TURN LEFT AND
 KZ0760'GO NORTH ON COUNTY ROUTE 82 FOR
 KZ0760'0.05 MILE TO THE STATION ON THE LEFT.
 KZ0760'
 KZ0760'STATION MARKS ARE STANDARD DISKS STAMPED BERLIN 1959.  THE SURFACE
 KZ0760'DISK IS SET IN A SQUARE
 KZ0760'CONCRETE POST 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 48
 KZ0760'FEET WEST OF THE CENTERLINE OF
 KZ0760'COUNTY ROUTE 82, 146 FEET NORTHEAST OF THE NORTHEAST
 KZ0760'CORNER OF A HOUSE AND 70 FEET SOUTHWEST OF A
 KZ0760'POWERLINE POLE.  THE UNDERGROUND DISK
 KZ0760'IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE
 KZ0760'SURFACE OF THE GROUND.
 KZ0760'
 KZ0760'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BERLIN NO 1 1959, IS
 KZ0760'SET IN A SQUARE CONCRETE
 KZ0760'POST WHICH PROJECTS 3 INCHES.  IT IS 8.5 FEET SOUTHWEST OF THE
 KZ0760'POWERLINE POLE, AND 20 FEET WEST
 KZ0760'OF THE CENTERLINE OF COUNTY ROUTE 82.  A STANDARD
 KZ0760'METAL WITNESS POST WAS SET 8 FEET NORTHEAST OF THE
 KZ0760'MARK.
 KZ0760'
 KZ0760'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BERLIN NO 2 1959, IS
 KZ0760'SET IN A SQUARE CONCRETE
 KZ0760'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 20 FEET WEST OF
 KZ0760'THE CENTERLINE OF COUNTY ROUTE 82,
 KZ0760'20 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY
 KZ0760'AND 11 FEET NORTHWEST OF THE CENTER OF A METAL
 KZ0760'CULVERT.
 KZ0760'
 KZ0760'AZIMUTH MARK, A STANDARD DISK STAMPED BERLIN 1959, IS SET IN A SQUARE
 KZ0760'POST WHICH PROJECTS 6
 KZ0760'INCHES.  IT IS 31.5 FEET EAST OF THE CENTERLINE OF COUNTY ROUTE 82,
 KZ0760'133.5 FEET SOUTH OF THE SOUTHWEST
 KZ0760'CORNER OF A CHURCH, 5 FEET EAST OF A CORNER FENCE
 KZ0760'POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE, AND 1.7
 KZ0760'FEET EAST OF A METAL WITNESS POST.
 KZ0760'
 KZ0760'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY ROUTE
 KZ0760'82 FOR 0.2 MILE TO THE
 KZ0760'AZIMUTH MARK ON THE LEFT IN THE SOUTHWEST CORNER OF THE BERLIN
 KZ0760'METHODIST EPISCOPAL CHURCH LAWN.
 KZ0760'
 KZ0760'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KZ0760
 KZ0760                          STATION RECOVERY (1959)
 KZ0760
 KZ0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KZ0760'3.4 MI NE FROM FREDERICKTOWN.
 KZ0760'ABOUT 3.35 MILES NORTHEAST ALONG KNOX COUNTY ROAD 14 FROM
 KZ0760'THE BALTIMORE AND OHIO RAILROAD STATION AT FREDERICKTOWN, 228
 KZ0760'FEET NORTH-NORTHWEST OF THE CENTER OF THE INTERSECTION OF ROAD
 KZ0760'NO. 82, 146 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 KZ0760'1-STORY HOUSE, 48 1/2 FEET WEST OF THE CENTER LINE OF ROAD 82,
 KZ0760'72.2 FEET NORTHWEST OF R M 2, 61.5 FEET SOUTHWEST OF R M 1, ABOUT
 KZ0760'1 1/2 FEET ABOVE THE LEVEL OF ROAD 82, AND SET IN TOP OF A
 KZ0760'CONCRETE POST 10-INCHES BELOW THE SURFACE OF THE GROUND.
 KZ0760
 KZ0760                          STATION RECOVERY (1978)
 KZ0760
 KZ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KZ0760'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 KZ0760'1 WAS IN THE WAY OF GRADING AND WAS DESTROYED.  REFERENCE MARK 3
 KZ0760'WAS SET.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED BY
 KZ0760'SMALL TREES IN LAWN.  THE DIRECTION TO THE REFERENCE MARKS CHECKED
 KZ0760'AS DID THE DISTANCE TO REFERENCE MARK 1.  THE DISTANCE TO
 KZ0760'REFERENCE MARK 2 WAS FOUND TO BE IN ERROR BY 0.05 OF A FOOT.  A
 KZ0760'NEW DESCRIPTION FOLLOWS--
 KZ0760'
 KZ0760'THE STATION IS LOCATED ON THE PROPERTY OF MR. DON C. VICKROY, ROUTE
 KZ0760'NO. 1, FREDERICKTOWN, OHIO 43019, 49 FEET WEST OF THE CENTERLINE OF
 KZ0760'COUNTY ROAD 82, 70 FEET SOUTHWEST OF A POWER TRANSFORMER POLE, 60
 KZ0760'FEET SOUTHEAST OF THESOUTHEAST CORNER OF MR. VICKROYS HOME AND 6 FEET
 KZ0760'SOUTH OF THE CENTERLINE AND IN THE SOUTHEDGE OF A GRAVELED
 KZ0760'DRIVEWAY.  THE MONUMENT IS 3 INCHES UNDERGROUND AND THE DISK
 KZ0760'IS STAMPED BERLIN 1959.
 KZ0760'
 KZ0760'TO REACH THE STATION FROM FREDERICKTOWN, CROSS BRIDGE AND GO EAST ON
 KZ0760'COUNTY ROAD 14 FOR 3.0 MILES TO A CROSSROAD (INTERSECTION WITH
 KZ0760'COUNTY ROAD 5).  CONTINUE EAST ON ROAD 14 FOR 0.2 MILE TO THE
 KZ0760'JUNCTION WITH COUNTY ROAD 82.  TURN LEFT AND GO NORTH ON ROAD 82
 KZ0760'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 KZ0760'
 KZ0760'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ROAD 82 FOR
 KZ0760'0.2 MILE TO THE MARK ON THE LEFT.
 KZ0760'
 KZ0760'REFERENCE MARK 2 IS 74 FEET SOUTH OF THE CENTERLINE OF DRIVEWAY, 21
 KZ0760'FEET WEST OF THE CENTERLINE OF THE ROAD AND 20 FEET NORTH OF THE
 KZ0760'CENTERLINE OF A DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 KZ0760'STAMPED BERLIN NO 2 1959.
 KZ0760'
 KZ0760'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 KZ0760'MAGNETS, FLUSH WITH THE GROUND, STAMPED BERLIN 1959 NO 3 1978, 17
 KZ0760'FEET SOUTH OF THE CENTERLINE OF DRIVEWAY, 1 FOOT SOUTH OF THE
 KZ0760'CONCRETE BASE OF A MAIL BOX AND 17 FEET WEST OF THE CENTERLINE OF THE
 KZ0760'ROAD.
 KZ0760'
 KZ0760'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTERLINE OF THE ROAD, 133
 KZ0760'FEET SOUTH OF THE SOUTHWEST CORNER OF CHURCH AND 2 FEET EAST OF A
 KZ0760'METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 KZ0760'STAMPED BERLIN 1959.
 KZ0760'
 KZ0760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 KZ0760'EAST OF FREDRICKTOWN.
 KZ0760'
 KZ0760'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2029 ***********************************************************************
 MB2029  DESIGNATION -  BERLIN
 MB2029  PID         -  MB2029
 MB2029  STATE/COUNTY-  OH/MAHONING
 MB2029  USGS QUAD   -  LAKE MILTON (1979)
 MB2029
 MB2029                         *CURRENT SURVEY CONTROL
 MB2029  ___________________________________________________________________
 MB2029* NAD 83(1995)-  41 00 36.00765(N)    080 55 18.06313(W)     ADJUSTED  
 MB2029* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 MB2029  ___________________________________________________________________
 MB2029  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 MB2029  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB2029
 MB2029  HORZ ORDER  -  FIRST
 MB2029
 MB2029.The horizontal coordinates were established by classical geodetic methods
 MB2029.and adjusted by the National Geodetic Survey in April 1998..
 MB2029
 MB2029.The orthometric height was scaled from a topographic map.
 MB2029
 MB2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2029
 MB2029.The geoid height was determined by GEOID03.
 MB2029
 MB2029;                    North         East     Units Scale Factor Converg.
 MB2029;SPC OH N     -   150,373.070   732,756.556   MT  0.99993965   +1 02 12.8
 MB2029;UTM  17      - 4,539,870.347   506,585.483   MT  0.99960053   +0 03 05.0
 MB2029
 MB2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2029!SPC OH N     -   0.99994728  x   0.99993965  =   0.99988694
 MB2029!UTM  17      -   0.99994728  x   0.99960053  =   0.99954784
 MB2029
 MB2029|---------------------------------------------------------------------|
 MB2029| PID    Reference Object                     Distance      Geod. Az  |
 MB2029|                                                           dddmmss.s |
 MB2029| CX3235 BERLIN RM 1                          48.307 METERS 10216     |
 MB2029| CX3236 BERLIN RM 2                          24.065 METERS 19518     |
 MB2029| CX3234 BERLIN AZ MK                                       2672334.2 |
 MB2029|---------------------------------------------------------------------|
 MB2029
 MB2029                          SUPERSEDED SURVEY CONTROL
 MB2029
 MB2029  NAD 83(1986)-  41 00 36.01263(N)    080 55 18.06610(W) AD(       ) 1
 MB2029  NAD 27      -  41 00 35.80100(N)    080 55 18.74900(W) AD(       ) 1
 MB2029
 MB2029.Superseded values are not recommended for survey control.
 MB2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2029.See file dsdata.txt to determine how the superseded data were derived.
 MB2029
 MB2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0658539870(NAD 83)
 MB2029_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2029+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 MB2029
 MB2029  HISTORY     - Date     Condition        Report By
 MB2029  HISTORY     - 1950     MONUMENTED       CGS
 MB2029  HISTORY     - 20060913 GOOD             GEOCAC
 MB2029
 MB2029                          STATION DESCRIPTION
 MB2029
 MB2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2029'THE STATION IS LOCATED ABOUT 7 MILES WEST OF CANFIELD, 5 MILES
 MB2029'NORTHEAST OF NORTH BENTON, 1
 MB2029'1/2 MILES SOUTHEAST OF BERLINE CENTER ON THE NORTH SIDE OF THE
 MB2029'BERLINE STATION- ELLSWORTH LAKE ROAD.
 MB2029'IT IS 5 FEET ABOVE THE ROAD ELEVATION, 64 FEET SOUTHWEST OF THE
 MB2029'SOUTHWEST CORNER OF A BARN, 55 FEET
 MB2029'NORTH OF THE CENTERLINE OF THE BERLINE STATION-
 MB2029'ELLSWORTH LAKE ROAD, 36 FEET NORTHEAST OF A FENCE
 MB2029'CORNER AND 25 FEET NORTHEAST OF A
 MB2029'WITNESS POST.  THE MARK IS STAMPED BERLIN 1950.
 MB2029'
 MB2029'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF THE CENTERLINE OF THE ROAD
 MB2029'AND ON THE SOUTH EDGE OF A
 MB2029'CULTIVATED FIELD.  THE MARK PROJECTS 3 INCHES AND IS STAMPED BERLIN
 MB2029'NO 1 1950.
 MB2029'
 MB2029'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTERLINE OF THE BERLIN
 MB2029'STATION- ELLSWORTH LAKE
 MB2029'ROAD AND 7.2 FEET NORTHEAST OF POWER POLE NO. 369-19.  THE MARK
 MB2029'PROJECTS 9 INCHES AND IS STAMPED
 MB2029'BERLINE NO 2 1950.
 MB2029'
 MB2029'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 MB2029'PROJECTING 3 INCHES ABOVE THE
 MB2029'SURFACE, 25 FEET SOUTH OF THE CENTERLINE OF THE BERLIN
 MB2029'STATION-ELLSWORTH LAKE ROAD, 60
 MB2029'FEET EAST OF A DRIVEWAY LEADING TO A BARN, 3.5 FEET NORTH OF A
 MB2029'WITNESS POST AND 1 FOOT NORTH OF
 MB2029'A FENCE CORNER.  THE MARK IS STAMPED BERLIN 1950.
 MB2029'
 MB2029'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS NO. 224
 MB2029'AND 62 IN CANFIELD, GO WEST ON NO.
 MB2029'224 FOR 7.7 MILES TO THE DUCK CREEK-GOSMEN CENTER ROAD THENCE LEFT
 MB2029'FOR 1.0 MILE TO A CROSSROAD, HERE
 MB2029'TURN RIGHT AND GO 0.95 MILE TO THE STATION SITE ON THE
 MB2029'RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 MB2029'CONTINUE AHEAD FOR 0.35 MILE TO THE
 MB2029'MARK ON THE LEFT AS DESCRIBED.
 MB2029
 MB2029                          STATION RECOVERY (2006)
 MB2029
 MB2029'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2029'ADD TO DESCRIPTION, IT IS 5 FEET ABOVE THE ROAD ELEVATION, 55 FEET
 MB2029'NORTH OF THE CENTERLINE OF BERLIN STATION ROAD, 1.5 FEET WEST OF A
 MB2029'14-INCH BLACK WALNUT TREE, AND 0.75 FEET SOUTHWEST OF AN ORANGE
 MB2029'WITNESS POST, ON THE PROPERTY OF STEVEN AND LINDA COMAN AT 14360
 MB2029'BERLIN STATION ROAD.
 MB2029'REFERENCE MARK 1 WAS SEARCHED FOR AND NOT FOUND. MR. COMAN ADVISED
 MB2029'THAT REFERENCE MARK 2 HAD BEEN DESTROYED BY FARM MACHINERY SEVERAL
 MB2029'YEARS AGO. THE AZIMUTH MARK WAS FOUND 116 FEET EAST OF THE CENTERLINE
 MB2029'OF A DRIVEWAY LEADING TO 14756 BERLIN STATION ROAD, 27 FEET SOUTH OF
 MB2029'THE CENTERLINE OF BERLIN STATION ROAD, AND 2.5 FEET NORTHEAST OF POLE
 MB2029'220-CG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1117 ***********************************************************************
 MC1117  DESIGNATION -  BERLIN
 MC1117  PID         -  MC1117
 MC1117  STATE/COUNTY-  OH/ERIE
 MC1117  USGS QUAD   -  BERLIN HEIGHTS (1979)
 MC1117
 MC1117                         *CURRENT SURVEY CONTROL
 MC1117  ___________________________________________________________________
 MC1117* NAD 83(1995)-  41 20 03.66008(N)    082 28 30.09686(W)     ADJUSTED  
 MC1117* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 MC1117  ___________________________________________________________________
 MC1117  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 MC1117  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 MC1117
 MC1117  HORZ ORDER  -  SECOND
 MC1117
 MC1117.The horizontal coordinates were established by classical geodetic methods
 MC1117.and adjusted by the National Geodetic Survey in April 1998..
 MC1117
 MC1117.The orthometric height was scaled from a topographic map.
 MC1117
 MC1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1117
 MC1117.The geoid height was determined by GEOID03.
 MC1117
 MC1117;                    North         East     Units Scale Factor Converg.
 MC1117;SPC OH N     -   185,191.194   602,090.358   MT  0.99994994   +0 00 59.1
 MC1117;UTM  17      - 4,576,923.570   376,575.206   MT  0.99978748   -0 58 27.5
 MC1117
 MC1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1117!SPC OH N     -   0.99996566  x   0.99994994  =   0.99991560
 MC1117!UTM  17      -   0.99996566  x   0.99978748  =   0.99975314
 MC1117
 MC1117|---------------------------------------------------------------------|
 MC1117| PID    Reference Object                     Distance      Geod. Az  |
 MC1117|                                                           dddmmss.s |
 MC1117| CE5751 BERLIN RM 1                          25.456 METERS 11107     |
 MC1117| CE5752 BERLIN RM 2                          28.427 METERS 23625     |
 MC1117| CE5750 BERLIN AZ MK                                       3003953.8 |
 MC1117|---------------------------------------------------------------------|
 MC1117
 MC1117                          SUPERSEDED SURVEY CONTROL
 MC1117
 MC1117  NAD 83(1995)-  41 20 03.66716(N)    082 28 30.11005(W) AD(       ) 2
 MC1117  NAD 83(1986)-  41 20 03.66836(N)    082 28 30.10952(W) AD(       ) 2
 MC1117  NAD 27      -  41 20 03.48022(N)    082 28 30.49432(W) AD(       ) 2
 MC1117
 MC1117.Superseded values are not recommended for survey control.
 MC1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1117.See file dsdata.txt to determine how the superseded data were derived.
 MC1117
 MC1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7657576924(NAD 83)
 MC1117_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1117
 MC1117  HISTORY     - Date     Condition        Report By
 MC1117  HISTORY     - 1956     MONUMENTED       CGS
 MC1117  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1117  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1117  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MC1117
 MC1117                          STATION DESCRIPTION
 MC1117
 MC1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1117'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF HURON AND 1 MILE
 MC1117'NORTHEAST OF BERLIN HEIGHTS ON
 MC1117'A LOW SAND HILL IN AN ORCHARD.  STATION IS 15 FEET WEST OF OLD CELLAR
 MC1117'AND 10 FEET WEST OF WITNESS POST.
 MC1117'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MC1117'BERLIN 1956.
 MC1117'
 MC1117'REFERENCE MARK NO. 1 IS 9 FEET WEST OF APPLE TREE.  THE MARK IS FLUSH
 MC1117'WITH THE GROUND AND THE
 MC1117'DISK IS STAMPED BERLIN NO 1 1956.
 MC1117'
 MC1117'REFERENCE MARK NO. 2 IS 76 FEET EAST OF THE APPROXIMATE CENTER OF
 MC1117'HUMM ROAD.  THE MARK PROJECTS
 MC1117'ABOUT 2 INCHES AND THE DISK IS STAMPED BERLIN NO 2 1956.
 MC1117'
 MC1117'AZIMUTH MARK IS 22 FEET NORTH OF THE APPROXIMATE CENTER OF MASON ROAD
 MC1117'AND 5 FEET WEST OF WITNESS
 MC1117'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MC1117'BERLIN 1956.
 MC1117'
 MC1117'TO REACH FROM THE TRAFFIC LIGHT AT THE MAIN INTERSECTION IN BERLIN
 MC1117'HEIGHTS GO EAST ON MAIN STREET
 MC1117'FOR 0.7 MILE TO INTERSECTION.  TURN LEFT AND GO NORTH ON HUMM ROAD
 MC1117'FOR 0.65 MILE TO A FIELD ROAD
 MC1117'RIGHT.  TURN RIGHT INTO ORCHARD AND GO UP GRADE ABOUT 50 YARDS
 MC1117'TO OLD CELLAR AND STATION AS DESCRIBED.  TO
 MC1117'REACH AZIMUTH MARK FROM STATION CONTINUE
 MC1117'NORTH ON HUMM ROAD FOR 0.25 MILE TO FORKS.  TURN SHARP LEFT
 MC1117'AND GO SOUTHWESTERLY ON MASON
 MC1117'ROAD FOR 0.25 MILE TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MC1117'
 MC1117'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MC1117
 MC1117                          STATION RECOVERY (1971)
 MC1117
 MC1117'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (ROS)
 MC1117'BERLIN 1956 GOOD, INSTALLED STEEL WITNESS POST
 MC1117'BERLIN NO. 1 1956
 MC1117'GOOD, INSTALLED STEEL WITNESS POST
 MC1117'BERLIN NO. 2 1956 FAIR, INSTALLED
 MC1117'STEEL WITNESS POST
 MC1117'AZI. BERLIN 1956 GOOD, HAS STEEL WITNESS POST
 MC1117'
 MC1117'DESCRIPTION IS ADEQUATE, RECOMMEND R.M. 2 BE MOVED BECAUSE OWNER
 MC1117'APPEARS TO BE DRIVING
 MC1117'OVER IT.
 MC1117'
 MC1117'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE N.E. OF
 MC1117'BERLIN HEIGHTS
 MC1117
 MC1117                          STATION RECOVERY (1971)
 MC1117
 MC1117'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 MC1117'BERLIN 1956 GOOD - HAS STEEL WITNESS
 MC1117'BERLIN NO 1-1956
 MC1117'GOOD - HAS STEEL WITNESS
 MC1117'BERLIN NO 2-1956 FAIR - HAS STEEL
 MC1117'WITNESS
 MC1117'AZI. BERLIN 1956 GOOD - HAS WOOD WITNESS WITH SIGN
 MC1117'
 MC1117'DESCRIPTION ACCURATE.  REF. NO. 2 IS BEING RUN OVER WITH EQUIPMENT.
 MC1117'
 MC1117'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE NE OF BERLIN
 MC1117
 MC1117                          STATION RECOVERY (1974)
 MC1117
 MC1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MC1117'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MC1117'STATION WAS NOT
 MC1117'OCCUPIED DUE TO GROWTH OF FRUIT TREES AND BRUSH IN
 MC1117'THE AREA.  A NEW DESCRIPTION
 MC1117'FOLLOWS-
 MC1117'
 MC1117'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF HURON, 15 FEET
 MC1117'WEST OF AN OLD
 MC1117'CELLAR, 1 FOOT SOUTH OF A METAL WITNESS POST, 13 FEET
 MC1117'SOUTHWEST OF THE 6TH APPLE TREE
 MC1117'FROM THE WEST (1ST ROW OF APPLE TREES
 MC1117'SOUTH OF PEACH ORCHARD) AND 140 FEET EAST OF THE
 MC1117'CENTERLINE OF HUMM RD.
 MC1117'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BERLIN 1956. (NOTE 1A
 MC1117'7A)
 MC1117'
 MC1117'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN INTERSECTION
 MC1117'IN BERLIN HEIGHTS,
 MC1117'GO EAST ON MAIN STREET FOR 0.7 MILE TO A
 MC1117'ROAD NORTH.  TURN LEFT AND GO NORTH
 MC1117'ON HUMM RD. FOR 0.65 MILE TO THE
 MC1117'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM
 MC1117'THE STATION, GO
 MC1117'NORTH ON HUMM RD. FOR 0.25 MILES TO REVERSE Y.  TURN SHARP LEFT AND
 MC1117'GO SOUTHWEST ON
 MC1117'MASON RD. FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MC1117'
 MC1117'REFERENCE MARK 1 IS SET ON LINE WITH THE SECOND ROW OF APPLE
 MC1117'TREES FROM THE
 MC1117'NORTH, 29 FEET EAST OF THE 8TH APPLE TREE FROM THE WEST
 MC1117'AND 223 FEET EAST OF THE
 MC1117'CENTERLINE OF THE ROAD.  THE MONUMENT IS FLUSH
 MC1117'AND THE DISK IS STAMPED BERLIN NO 1 1956.
 MC1117'(NOTE 11A)
 MC1117'
 MC1117'REFERENCE MARK 2 IS 1 FOOT NORTH OF A METAL WITNESS POST, 20
 MC1117'FEET SOUTH OF THE
 MC1117'SECOND TREE FROM THE WEST OF THE SECOND ROW OF APPLE
 MC1117'TREES FROM THE NORTH AND 76 FEET
 MC1117'EAST OF THE CENTERLINE OF THE ROAD.
 MC1117'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 MC1117'STAMPED BERLIN NO 2
 MC1117'1956. (NOTE 11A)
 MC1117'
 MC1117'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTERLINE OF THE ROAD
 MC1117'AND 5 FEET WEST OF
 MC1117'A WOODEN WITNESS POST WITH A METAL SIGN ATTACHED.  THE
 MC1117'MONUMENT IS FLUSH AND THE DISK IS
 MC1117'STAMPED BERLIN 1956.
 MC1117'
 MC1117'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE NORTHEAST OF
 MC1117'BERLIN HEIGHTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0762 ***********************************************************************
 KZ0762  DESIGNATION -  BERLIN AZ MK
 KZ0762  PID         -  KZ0762
 KZ0762  STATE/COUNTY-  OH/KNOX
 KZ0762  USGS QUAD   -  MT VERNON (1982)
 KZ0762
 KZ0762                         *CURRENT SURVEY CONTROL
 KZ0762  ___________________________________________________________________
 KZ0762* NAD 83(1986)-  40 29 41.     (N)    082 29 02.     (W)     SCALED    
 KZ0762* NAVD 88     -       380.352  (meters)    1247.87   (feet)  ADJUSTED  
 KZ0762  ___________________________________________________________________
 KZ0762  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KZ0762  DYNAMIC HT  -         380.161 (meters)    1247.24  (feet)  COMP
 KZ0762  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 KZ0762
 KZ0762  VERT ORDER  -  SECOND    CLASS 0
 KZ0762
 KZ0762.The horizontal coordinates were scaled from a topographic map and have
 KZ0762.an estimated accuracy of +/- 6 seconds.
 KZ0762
 KZ0762.The orthometric height was determined by differential leveling
 KZ0762.and adjusted by the National Geodetic Survey in June 1991..
 KZ0762
 KZ0762.The geoid height was determined by GEOID03.
 KZ0762
 KZ0762.The dynamic height is computed by dividing the NAVD 88
 KZ0762.geopotential number by the normal gravity value computed on the
 KZ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0762.degrees latitude (g = 980.6199 gals.).
 KZ0762
 KZ0762.The modeled gravity was interpolated from observed gravity values.
 KZ0762
 KZ0762;                    North         East    Units  Estimated Accuracy
 KZ0762;SPC OH N     -    91,950.      601,370.      MT  (+/- 180 meters Scaled)
 KZ0762
 KZ0762                          SUPERSEDED SURVEY CONTROL
 KZ0762
 KZ0762  NGVD 29 (??/??/92)  380.521  (m)         1248.43   (f) ADJ UNCH    2 0
 KZ0762
 KZ0762.Superseded values are not recommended for survey control.
 KZ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0762.See file dsdata.txt to determine how the superseded data were derived.
 KZ0762
 KZ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE742837(NAD 83)
 KZ0762_MARKER: DZ = AZIMUTH MARK DISK
 KZ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0762_STAMPING: BERLIN 1959
 KZ0762_MARK LOGO: CGS   
 KZ0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0762+STABILITY: SURFACE MOTION
 KZ0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ0762+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1995
 KZ0762
 KZ0762  HISTORY     - Date     Condition        Report By
 KZ0762  HISTORY     - 1959     MONUMENTED       CGS
 KZ0762  HISTORY     - 19950627 GOOD             OHDT
 KZ0762
 KZ0762                          STATION DESCRIPTION
 KZ0762
 KZ0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0762'3.6 MI NE FROM FREDERICKTOWN.
 KZ0762'ABOUT 3.35 MILES NORTHEAST ALONG KNOX COUNTY ROAD 14 FROM
 KZ0762'THE BALTIMORE AND OHIO RAILROAD STATION AT FREDERICKTOWN, THENCE
 KZ0762'ABOUT 0.2 MILE SOUTH ALONG ROAD NO. 82, AT BERLIN METHODIST
 KZ0762'CHURCH AND CEMETERY, IN THE SOUTHWEST CORNER OF CHURCH YARD,
 KZ0762'31 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 133 FEET
 KZ0762'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF CHURCH, 5.8 FEET
 KZ0762'EAST-NORTHEAST OF A FENCE CORNER, 1.9 FEET EAST OF A STEEL
 KZ0762'WITNESS POST, ABOUT 1 1/2 ABOVE THE LEVEL OF THE ROAD, AND SET
 KZ0762'IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KZ0762
 KZ0762                          STATION RECOVERY (1995)
 KZ0762
 KZ0762'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (JAA)
 KZ0762'3.35 MILES (5.39 KM) NORTHEAST ALONG KNOX COUNTY ROAD 14 FROM THE
 KZ0762'BALTIMORE AND OHIO RAILROAD STATION IN FREDERICKTOWN. THENCE ABOUT 0.2
 KZ0762'MILES (0.3 KM) SOUTH ALONG ROAD NO. 82, AT BERLIN METHODIST CHURCH AND
 KZ0762'CEMETERY, IN THE SOUTHWEST CORNER OF CHURCH YARD, 31.5 FEET (9.6 M)
 KZ0762'EAST OF THE CENTER LINE OF THE ROAD, 133 FEET (40.5 M) SOUTH-SOUTHWEST
 KZ0762'OF THE SOUTHWEST CORNER OF CHURCH, 5.8 FEET (1.8 M) EAST-NORTHEAST OF
 KZ0762'A FENCE CORNER, 1.9 FEET (0.6 M) EAST OF A STEEL WITNESS POST,  1.5
 KZ0762'FEET (0.5 M) ABOVE THE LEVEL OF THE ROAD,  IN TOP OF A CONCRETE POST
 KZ0762'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0761 ***********************************************************************
 KZ0761  DESIGNATION -  BERLIN RM 1
 KZ0761  PID         -  KZ0761
 KZ0761  STATE/COUNTY-  OH/KNOX
 KZ0761  USGS QUAD   -  MT VERNON (1982)
 KZ0761
 KZ0761                         *CURRENT SURVEY CONTROL
 KZ0761  ___________________________________________________________________
 KZ0761* NAD 83(1986)-  40 29 51.     (N)    082 29 03.     (W)     SCALED    
 KZ0761* NAVD 88     -       387.871  (meters)    1272.54   (feet)  ADJUSTED  
 KZ0761  ___________________________________________________________________
 KZ0761  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KZ0761  DYNAMIC HT  -         387.676 (meters)    1271.90  (feet)  COMP
 KZ0761  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 KZ0761
 KZ0761  VERT ORDER  -  SECOND    CLASS 0
 KZ0761
 KZ0761.The horizontal coordinates were scaled from a topographic map and have
 KZ0761.an estimated accuracy of +/- 6 seconds.
 KZ0761
 KZ0761.The orthometric height was determined by differential leveling
 KZ0761.and adjusted by the National Geodetic Survey in June 1991..
 KZ0761
 KZ0761.The geoid height was determined by GEOID03.
 KZ0761
 KZ0761.The dynamic height is computed by dividing the NAVD 88
 KZ0761.geopotential number by the normal gravity value computed on the
 KZ0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0761.degrees latitude (g = 980.6199 gals.).
 KZ0761
 KZ0761.The modeled gravity was interpolated from observed gravity values.
 KZ0761
 KZ0761;                    North         East    Units  Estimated Accuracy
 KZ0761;SPC OH N     -    92,260.      601,340.      MT  (+/- 180 meters Scaled)
 KZ0761
 KZ0761                          SUPERSEDED SURVEY CONTROL
 KZ0761
 KZ0761  NGVD 29 (??/??/92)  388.040  (m)         1273.09   (f) ADJ UNCH    2 0
 KZ0761
 KZ0761.Superseded values are not recommended for survey control.
 KZ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0761.See file dsdata.txt to determine how the superseded data were derived.
 KZ0761
 KZ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE742840(NAD 83)
 KZ0761_MARKER: DR = REFERENCE MARK DISK
 KZ0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0761_STAMPING: BERLIN NO 1 1959
 KZ0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0761+STABILITY: SURFACE MOTION
 KZ0761
 KZ0761  HISTORY     - Date     Condition        Report By
 KZ0761  HISTORY     - 1959     MONUMENTED       CGS
 KZ0761
 KZ0761                          STATION DESCRIPTION
 KZ0761
 KZ0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0761'3.4 MI NE FROM FREDERICKTOWN.
 KZ0761'ABOUT 3.35 MILES NORTHEAST ALONG KNOX COUNTY ROAD 14 FROM THE
 KZ0761'BALTIMORE AND OHIO RAILROAD STATION AT FREDERICKTOWN, 278
 KZ0761'FEET NORTH OF THE CENTER OF THE INTERSECTION OF COUNTY ROAD 82,
 KZ0761'20 1/2 FEET WEST OF THE CENTER LINE OF ROAD 82, 8 1/2 FEET
 KZ0761'SOUTH-SOUTHWEST OF POWERLINE POLE 9200 A 2A, 61.5 FEET NORTHEAST
 KZ0761'OF BERLIN DESCRIBED, 121.5 FEET NORTH OF R M 2, 7 1/2 FEET
 KZ0761'SOUTH-SOUTHWEST OF A STEEL WITNESS POST, ABOUT 2 FEET ABOVE THE
 KZ0761'LEVEL OF ROAD 82, AND IS SET IN TOP OF A CONCRETE POST PROJECTING
 KZ0761'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0759 ***********************************************************************
 KZ0759  DESIGNATION -  BERLIN RM 2
 KZ0759  PID         -  KZ0759
 KZ0759  STATE/COUNTY-  OH/KNOX
 KZ0759  USGS QUAD   -  MT VERNON (1982)
 KZ0759
 KZ0759                         *CURRENT SURVEY CONTROL
 KZ0759  ___________________________________________________________________
 KZ0759* NAD 83(1986)-  40 29 51.     (N)    082 29 02.     (W)     SCALED    
 KZ0759* NAVD 88     -       387.125  (meters)    1270.09   (feet)  ADJUSTED  
 KZ0759  ___________________________________________________________________
 KZ0759  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KZ0759  DYNAMIC HT  -         386.930 (meters)    1269.45  (feet)  COMP
 KZ0759  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 KZ0759
 KZ0759  VERT ORDER  -  SECOND    CLASS 0
 KZ0759
 KZ0759.The horizontal coordinates were scaled from a topographic map and have
 KZ0759.an estimated accuracy of +/- 6 seconds.
 KZ0759
 KZ0759.The orthometric height was determined by differential leveling
 KZ0759.and adjusted by the National Geodetic Survey in June 1991..
 KZ0759
 KZ0759.The geoid height was determined by GEOID03.
 KZ0759
 KZ0759.The dynamic height is computed by dividing the NAVD 88
 KZ0759.geopotential number by the normal gravity value computed on the
 KZ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0759.degrees latitude (g = 980.6199 gals.).
 KZ0759
 KZ0759.The modeled gravity was interpolated from observed gravity values.
 KZ0759
 KZ0759;                    North         East    Units  Estimated Accuracy
 KZ0759;SPC OH N     -    92,260.      601,370.      MT  (+/- 180 meters Scaled)
 KZ0759
 KZ0759                          SUPERSEDED SURVEY CONTROL
 KZ0759
 KZ0759  NGVD 29 (??/??/92)  387.294  (m)         1270.65   (f) ADJ UNCH    2 0
 KZ0759
 KZ0759.Superseded values are not recommended for survey control.
 KZ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0759.See file dsdata.txt to determine how the superseded data were derived.
 KZ0759
 KZ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE742840(NAD 83)
 KZ0759_MARKER: DR = REFERENCE MARK DISK
 KZ0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0759_STAMPING: BERLIN NO 2 1959
 KZ0759_MARK LOGO: CGS   
 KZ0759_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0759+STABILITY: SURFACE MOTION
 KZ0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ0759+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1995
 KZ0759
 KZ0759  HISTORY     - Date     Condition        Report By
 KZ0759  HISTORY     - 1959     MONUMENTED       CGS
 KZ0759  HISTORY     - 19950627 GOOD             OHDT
 KZ0759
 KZ0759                          STATION DESCRIPTION
 KZ0759
 KZ0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0759'3.4 MI NE FROM FREDERICKTOWN.
 KZ0759'ABOUT 3.35 MILES NORTHEAST ALONG KNOX COUNTY ROAD 14 FROM
 KZ0759'THE BALTIMORE AND OHIO RAILROAD STATION AT FREDERICKTOWN, 157
 KZ0759'FEET NORTH OF THE INTERSECTION OF COUNTY ROAD 82, 107 FEET
 KZ0759'NORTHEAST OF THE NORTHEAST CORNER OF A 1-STORY HOUSE, 20 FEET
 KZ0759'WEST OF THE CENTER LINE OF ROAD 82, 12.3 FEET NORTHWEST OF THE
 KZ0759'NORTH END OF A 10-INCH CORRUGATED PIPE CULVERT UNDER DRIVE
 KZ0759'LEADING WEST TO HOUSE, 72.2 FEET SOUTHEAST OF BERLIN DESCRIBED,
 KZ0759'121.5 FEET SOUTH OF R M 1, ABOUT 1 FOOT ABOVE THE LEVEL OF
 KZ0759'ROAD 82, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 KZ0759'GROUND.
 KZ0759
 KZ0759                          STATION RECOVERY (1995)
 KZ0759
 KZ0759'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (JAA)
 KZ0759'3.35 MILES (5.39 KM) NORTHEAST ALONG KNOX COUNTY ROAD 14 FROM THE
 KZ0759'BALTIMORE AND OHIO RAILROAD STATION IN FREDERICKTOWN, 157 FEET (47.9
 KZ0759'M) NORTH OF THE INTERSECTION OF COUNTY ROAD 82, 107 FEET (32.6 M)
 KZ0759'NORTHEAST OF THE NORTHEAST CORNER OF A 1 STORY HOUSE, 20 FEET (6.1 M)
 KZ0759'WEST OF THE CENTER LINE OF ROAD 82, 12.3 FEET (3.7 M) NORTHWEST OF THE
 KZ0759'NORTH END OF A 10-INCH CORRUGATED PIPE CULVERT UNDER DRIVE LEADING
 KZ0759'WEST TO HOUSE, 72.2 FEET (22.0 M) SOUTHEAST OF BERLIN DESCRIBED, 121.5
 KZ0759'FEET (37.0 M) SOUTH OF RM 1, ABOUT 1 FOOT (0.3 M) ABOVE THE LEVEL OF
 KZ0759'ROAD 82, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1731 ***********************************************************************
 KZ1731  DESIGNATION -  BERLIN RM 3
 KZ1731  PID         -  KZ1731
 KZ1731  STATE/COUNTY-  OH/KNOX
 KZ1731  USGS QUAD   -  MT VERNON (1982)
 KZ1731
 KZ1731                         *CURRENT SURVEY CONTROL
 KZ1731  ___________________________________________________________________
 KZ1731* NAD 83(1986)-  40 29 51.     (N)    082 29 03.     (W)     SCALED    
 KZ1731* NAVD 88     -       387.39   (+/-2cm)    1271.0    (feet)  VERTCON   
 KZ1731  ___________________________________________________________________
 KZ1731  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KZ1731
 KZ1731  VERT ORDER  -  THIRD (See Below)
 KZ1731
 KZ1731.The horizontal coordinates were scaled from a topographic map and have
 KZ1731.an estimated accuracy of +/- 6 seconds.
 KZ1731
 KZ1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1731.The vertical order pertains to the NGVD 29 superseded value.
 KZ1731
 KZ1731.The geoid height was determined by GEOID03.
 KZ1731
 KZ1731;                    North         East    Units  Estimated Accuracy
 KZ1731;SPC OH N     -    92,260.      601,340.      MT  (+/- 180 meters Scaled)
 KZ1731
 KZ1731                          SUPERSEDED SURVEY CONTROL
 KZ1731
 KZ1731  NGVD 29 (10/13/05)  387.56   (m)         1271.5    (f) RESET       3  
 KZ1731
 KZ1731.Superseded values are not recommended for survey control.
 KZ1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1731.See file dsdata.txt to determine how the superseded data were derived.
 KZ1731
 KZ1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE742840(NAD 83)
 KZ1731_MARKER: DR = REFERENCE MARK DISK
 KZ1731_SETTING: 0 = UNSPECIFIED SETTING
 KZ1731_STAMPING: BERLIN 1959 NO 3 1978
 KZ1731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1731
 KZ1731  HISTORY     - Date     Condition        Report By
 KZ1731  HISTORY     - 1978     MONUMENTED       NGS
 KZ1731
 KZ1731                          STATION DESCRIPTION
 KZ1731
 KZ1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KZ1731'3.35 MI NE FROM FERDERICKTOWN.
 KZ1731'3.35 MILES EASTERLY ALONG STATE HIGHWAY 14 FROM THE BRIDGE IN
 KZ1731'FERDERICKTOWN, 285.0 FEET NORTH OF THE JUNCTION OF HIGHWAY 14 AND
 KZ1731'COUNTY ROAD 82, 17.0 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 KZ1731'DRIVEWAY, 1.0 FOOT SOUTH OF THE CONCRETE BASE OF A MAIL BOX, AND
 KZ1731'17.0 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 82, A PRE CAST
 KZ1731'ALUMINUM MONUMENT WITH MAGNETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1757 ***********************************************************************
 MD1757  DESIGNATION -  BERT
 MD1757  PID         -  MD1757
 MD1757  STATE/COUNTY-  OH/HENRY
 MD1757  USGS QUAD   -  MALINTA (1971)
 MD1757
 MD1757                         *CURRENT SURVEY CONTROL
 MD1757  ___________________________________________________________________
 MD1757* NAD 83(1995)-  41 20 54.93033(N)    084 00 33.45272(W)     ADJUSTED  
 MD1757* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 MD1757  ___________________________________________________________________
 MD1757  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 MD1757  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MD1757
 MD1757  HORZ ORDER  -  THIRD
 MD1757
 MD1757.The horizontal coordinates were established by classical geodetic methods
 MD1757.and adjusted by the National Geodetic Survey in April 1998..
 MD1757
 MD1757.The orthometric height was scaled from a topographic map.
 MD1757
 MD1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1757
 MD1757.The geoid height was determined by GEOID03.
 MD1757
 MD1757;                    North         East     Units Scale Factor Converg.
 MD1757;SPC OH N     -   187,865.384   473,699.266   MT  0.99995113   -0 59 29.5
 MD1757;UTM  16      - 4,581,771.388   750,207.890   MT  1.00037052   +1 58 36.5
 MD1757;UTM  17      - 4,581,825.228   248,237.086   MT  1.00038013   -1 59 20.7
 MD1757
 MD1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1757!SPC OH N     -   0.99997264  x   0.99995113  =   0.99992377
 MD1757!UTM  16      -   0.99997264  x   1.00037052  =   1.00034315
 MD1757!UTM  17      -   0.99997264  x   1.00038013  =   1.00035276
 MD1757
 MD1757                          SUPERSEDED SURVEY CONTROL
 MD1757
 MD1757  NAD 83(1995)-  41 20 54.93860(N)    084 00 33.45654(W) AD(       ) 3
 MD1757  NAD 83(1986)-  41 20 54.94026(N)    084 00 33.46176(W) AD(       ) 3
 MD1757  NAD 27      -  41 20 54.75200(N)    084 00 33.65300(W) AD(       ) 3
 MD1757
 MD1757.Superseded values are not recommended for survey control.
 MD1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1757.See file dsdata.txt to determine how the superseded data were derived.
 MD1757
 MD1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL5020881771(NAD 83)
 MD1757_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MD1757_STAMPING: BERT 1947
 MD1757_MARK LOGO: CGS   
 MD1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1757+STABILITY: SURFACE MOTION
 MD1757
 MD1757  HISTORY     - Date     Condition        Report By
 MD1757  HISTORY     - 1947     MONUMENTED       CGS
 MD1757  HISTORY     - 1963     GOOD             CGS
 MD1757  HISTORY     - 1965     SEE DESCRIPTION  USE
 MD1757  HISTORY     - 1980     SEE DESCRIPTION  LOCENG
 MD1757
 MD1757                          STATION DESCRIPTION
 MD1757
 MD1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MD1757'THE STATION IS LOCATED ON THE BERT E. SAMPSEL FARM, ALONG THE FENCE
 MD1757'THAT MARKS THE
 MD1757'WEST PROPERTY LINE, ON THE EAST SIDE OF THE LANE, 1/2 MILE
 MD1757'WEST AND 1/2 MILE NORTH OF
 MD1757'GRELTON.  IT IS NEAR THE NORTHWEST PROPERTY CORNER.
 MD1757'
 MD1757'STATION IS 52.7 METERS S OF FENCE CORNER AND 5.6 METERS E OF THE
 MD1757'CENTERLINE OF LANE.
 MD1757'
 MD1757'A STANDARD DISK STAMPED BERT 1947 IS SET IN THE TOP OF A 10-INCH
 MD1757'DIAMETER CONCRETE
 MD1757'POST.  THE TOP OF THE POST IS FLUSH WITH THE GROUND.
 MD1757
 MD1757                          STATION RECOVERY (1963)
 MD1757
 MD1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD1757'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MD1757'EXCEPTIONS--THE STATION IS 54.0 METERS SOUTH OF A FENCE POST AT A
 MD1757'CULTIVATED LINE.  ALL THE FENCES ARE GONE AND CULTIVATED LINES
 MD1757'REPLACE THEM.  THE CONCRETE MONUMENT IS SURROUNDED BY A THIN LAYER
 MD1757'OF LIME (NO CAMERA TARGET) ABOUT 6 FEET IN DIAMETER.
 MD1757
 MD1757                          STATION RECOVERY (1965)
 MD1757
 MD1757'RECOVERY NOTE BY US ENGINEERS 1965 (GAL)
 MD1757'TO REACH STA. FROM JCT. OF HWYS. 6 AND 65 AT MCCLURE, TRAVEL W ON HWY
 MD1757'6 3 MI. TO TWP. ROAD 7, S 2 MI. TO TWP
 MD1757'ROAD M AT GRELTON, W 0.5 MI. TO TWP ROAD 7A, AND 0.5 MI. N.
 MD1757'
 MD1757'THE STA. IS LOCATED IN A CULTIVATED FIELD, 5.6 M E OF C OF ROAD, 349
 MD1757'M N OF FENCE LINE THAT RUNS BY
 MD1757'WOODS, 52 M S OF OLD FENCE CORNER ON E SIDE OF ROAD, AND 154 M S OF
 MD1757'S TREE IN LINE OF TREES ON W
 MD1757'SIDE OF ROAD.  THE STA. IS APPROX. 0.1 M LOWER THAN ROAD.
 MD1757'
 MD1757'THE STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MD1757'BERT 1947.
 MD1757
 MD1757                          STATION RECOVERY (1980)
 MD1757
 MD1757'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MD1757'BERT - 1947 MARK DESTROYED - MON PULLED OUT OF GROUND AND LAYING
 MD1757'ALONG SIDE STONE ROADWAY.
 MD1757'
 MD1757'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MI WEST AND 1/2 MI
 MD1757'NORTH, GRELTON, OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1990 ***********************************************************************
 MB1990  DESIGNATION -  BESSEMER
 MB1990  PID         -  MB1990
 MB1990  STATE/COUNTY-  OH/MAHONING
 MB1990  USGS QUAD   -  CAMPBELL (1979)
 MB1990
 MB1990                         *CURRENT SURVEY CONTROL
 MB1990  ___________________________________________________________________
 MB1990* NAD 83(1995)-  41 01 05.95859(N)    080 32 49.33834(W)     ADJUSTED  
 MB1990* NAVD 88     -       371.     (meters)    1217.     (feet)  SCALED    
 MB1990  ___________________________________________________________________
 MB1990  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 MB1990  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 MB1990
 MB1990  HORZ ORDER  -  SECOND
 MB1990
 MB1990.The horizontal coordinates were established by classical geodetic methods
 MB1990.and adjusted by the National Geodetic Survey in April 1998..
 MB1990
 MB1990.The orthometric height was scaled from a topographic map.
 MB1990
 MB1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1990
 MB1990.The geoid height was determined by GEOID03.
 MB1990
 MB1990;                    North         East     Units Scale Factor Converg.
 MB1990;SPC OH N     -   151,934.673   764,243.611   MT  0.99993951   +1 16 58.8
 MB1990;SPC PA S     -   190,824.471   364,773.158   MT  1.00000853   -1 48 52.9
 MB1990;SPC PA S     -   626,063.29  1,196,759.94   sFT  1.00000853   -1 48 52.9
 MB1990;UTM  17      - 4,540,889.763   538,084.267   MT  0.99961785   +0 17 50.2
 MB1990
 MB1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1990!SPC OH N     -   0.99994718  x   0.99993951  =   0.99988669
 MB1990!SPC PA S     -   0.99994718  x   1.00000853  =   0.99995571
 MB1990!UTM  17      -   0.99994718  x   0.99961785  =   0.99956505
 MB1990
 MB1990|---------------------------------------------------------------------|
 MB1990| PID    Reference Object                     Distance      Geod. Az  |
 MB1990|                                                           dddmmss.s |
 MB1990| CX3240 BESSEMER RM 1                        29.232 METERS 26330     |
 MB1990| CX3239 BESSEMER AZ MK                                     3231905.7 |
 MB1990| CX3241 BESSEMER RM 2                        29.324 METERS 35742     |
 MB1990|---------------------------------------------------------------------|
 MB1990
 MB1990                          SUPERSEDED SURVEY CONTROL
 MB1990
 MB1990  NAD 83(1986)-  41 01 05.96308(N)    080 32 49.34355(W) AD(       ) 2
 MB1990  NAD 27      -  41 01 05.74900(N)    080 32 50.08800(W) AD(       ) 2
 MB1990
 MB1990.Superseded values are not recommended for survey control.
 MB1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1990.See file dsdata.txt to determine how the superseded data were derived.
 MB1990
 MB1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3808440890(NAD 83)
 MB1990_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1990
 MB1990  HISTORY     - Date     Condition        Report By
 MB1990  HISTORY     - 1950     MONUMENTED       CGS
 MB1990  HISTORY     - 20060820 MARK NOT FOUND   GEOCAC
 MB1990
 MB1990                          STATION DESCRIPTION
 MB1990
 MB1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB1990'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF NEW MIDDLETON, 3
 MB1990'MILES EAST OF POLAND AND ON
 MB1990'THE SUMMIT OF A CULTIVATED KNOLL BELONGING TO THE BESSEMER LIMESTONE
 MB1990'CO.  THE MARK IS ABOUT 515 FEET EAST
 MB1990'OF THE CENTERLINE OF MOORE ROAD, 215 FEET NORTH OF THE
 MB1990'EDGE OF A TIMBERED AREA AND 4 FEET NORTHEAST OF A
 MB1990'WHITE WITNESS POST.  IT IS FLUSH WITH
 MB1990'THE SURFACE AND IS STAMPED BESSEMER 1949.
 MB1990'
 MB1990'REFERENCE MARK NO. 1 IS APPROXIMATELY 215 FEET NORTH OF THE EDGE OF
 MB1990'THE TIMBERED AREA AND 8
 MB1990'INCHES EAST OF A WHITE WITNESS POST.  IT IS FLUSH WITH THE SURFACE
 MB1990'AND IS STAMPED BESSEMER NO 1
 MB1990'1949.
 MB1990'
 MB1990'REFERENCE MARK NO. 2 IS ALONGSIDE OF A WHITE WITNESS POST AND FLUSH
 MB1990'WITH THE SURFACE.  IT IS
 MB1990'STAMPED BESSEMER NO 2 1949.
 MB1990'
 MB1990'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 1 FOOT SQUARE CONCRETE
 MB1990'POST FLUSH WITH THE
 MB1990'SURFACE.  IT IS 34 FEET WEST OF A TELEPHONE POLE NUMBERED 8/6, 30
 MB1990'FEET SOUTH OF THE CENTERLINE OF
 MB1990'STATE ROUTE NO. 224, 4 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED
 MB1990'FIELD AND 3 FEET SOUTHEAST OF A WHITE
 MB1990'WITNESS POST.  THE MARK IS STAMPED BESSEMER 1949.
 MB1990'
 MB1990'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES NO. 224 AND
 MB1990'NO. 90 IN THE SOUTHEAST
 MB1990'PART OF POLAND, GO LEFT ON NO. 224 FOR 3.25 MILES TO THE AZIMUTH MARK
 MB1990'ON THE RIGHT, CONTINUE AHEAD ON
 MB1990'STATE ROUTE NO. 224 FOR 0.15 MILE TO A GRAVELED ROAD RIGHT
 MB1990'AT A T-INTERSECTION, TURN RIGHT AND GO 0.3 MILE
 MB1990'TO A TRACK ROAD LEFT LEADING THROUGH A
 MB1990'CULTIVATED FIELD AND TO THE HIGHEST POINT OF A KNOLL AND TO THE
 MB1990'STATION MARK.
 MB1990
 MB1990                          STATION RECOVERY (2006)
 MB1990
 MB1990'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1990'EXAMINED AREA DESCRIBED. UNABLE TO LOCATE STATION, REFERENCE MARKS, OR
 MB1990'AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2069 ***********************************************************************
 KZ2069  DESIGNATION -  BEST
 KZ2069  PID         -  KZ2069
 KZ2069  STATE/COUNTY-  OH/LOGAN
 KZ2069  USGS QUAD   -  ZANESFIELD (1972)
 KZ2069
 KZ2069                         *CURRENT SURVEY CONTROL
 KZ2069  ___________________________________________________________________
 KZ2069* NAD 83(1995)-  40 21 54.79689(N)    083 43 17.80827(W)     ADJUSTED  
 KZ2069* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 KZ2069  ___________________________________________________________________
 KZ2069  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 KZ2069  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KZ2069
 KZ2069  HORZ ORDER  -  FIRST
 KZ2069
 KZ2069.The horizontal coordinates were established by classical geodetic methods
 KZ2069.and adjusted by the National Geodetic Survey in April 1998..
 KZ2069
 KZ2069.The orthometric height was scaled from a topographic map.
 KZ2069
 KZ2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2069
 KZ2069.The geoid height was determined by GEOID03.
 KZ2069
 KZ2069;                    North         East     Units Scale Factor Converg.
 KZ2069;SPC OH N     -    78,299.361   496,241.579   MT  1.00001375   -0 48 09.1
 KZ2069;SPC OH S     -   263,289.739   496,234.210   MT  1.00008257   -0 46 30.5
 KZ2069;UTM  17      - 4,471,850.601   268,912.151   MT  1.00025740   -1 45 48.4
 KZ2069
 KZ2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2069!SPC OH N     -   0.99993270  x   1.00001375  =   0.99994645
 KZ2069!SPC OH S     -   0.99993270  x   1.00008257  =   1.00001527
 KZ2069!UTM  17      -   0.99993270  x   1.00025740  =   1.00019009
 KZ2069
 KZ2069|---------------------------------------------------------------------|
 KZ2069| PID    Reference Object                     Distance      Geod. Az  |
 KZ2069|                                                           dddmmss.s |
 KZ2069| CE5758 BEST RM 1                            23.942 METERS 18055     |
 KZ2069| KZ2094 LOGAN                               APPROX. 3.2 KM 2611107.1 |
 KZ2069| CE5759 BEST RM 2                            55.830 METERS 26143     |
 KZ2069| KZ2092 BELLEFONTAINE METHODIST CHURCH      APPROX. 3.3 KM 2652420.8 |
 KZ2069| KZ2091 BELLEFONTAINE NYC RR YARDS STK      APPROX. 3.9 KM 2803009.9 |
 KZ2069| CE5757 BEST AZ MK                                         3000459.9 |
 KZ2069|---------------------------------------------------------------------|
 KZ2069
 KZ2069                          SUPERSEDED SURVEY CONTROL
 KZ2069
 KZ2069  NAD 83(1986)-  40 21 54.80623(N)    083 43 17.81851(W) AD(       ) 1
 KZ2069  NAD 27      -  40 21 54.61800(N)    083 43 18.05400(W) AD(       ) 1
 KZ2069
 KZ2069.Superseded values are not recommended for survey control.
 KZ2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2069.See file dsdata.txt to determine how the superseded data were derived.
 KZ2069
 KZ2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6891271851(NAD 83)
 KZ2069_MARKER: DS = TRIANGULATION STATION DISK
 KZ2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2069
 KZ2069  HISTORY     - Date     Condition        Report By
 KZ2069  HISTORY     - 1933     MONUMENTED       CGS
 KZ2069  HISTORY     - 1943     GOOD             CGS
 KZ2069  HISTORY     - 1963     GOOD             THOMAS
 KZ2069  HISTORY     - 1965     GOOD             CGS
 KZ2069  HISTORY     - 1971     GOOD             LOCENG
 KZ2069  HISTORY     - 1988     GOOD             LOCENG
 KZ2069
 KZ2069                          STATION DESCRIPTION
 KZ2069
 KZ2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ2069'THE STATION IS LOCATED ON A HIGH HILL ABOUT 2.5 MILES E OF THE
 KZ2069'COURTHOUSE IN BELLEFONTAINE.  THE STATION
 KZ2069'PROJECTS 4 INCHES AND IS LOCATED ON THE E SIDE OF AN
 KZ2069'OLD APPLE ORCHARD.  IT IS 15
 KZ2069'FEET W OF A N-S FENCE, 74 FEET S OF
 KZ2069'AN E-W FENCE AND 16 FEET S OF A 4-INCH PEAR
 KZ2069'TREE, 175 YARDS N OF
 KZ2069'AN E-W GRAVEL ROAD AND 65 YARDS NE OF THE E CORNER OF A
 KZ2069'FARMHOUSE.  THE
 KZ2069'STATION IS ON LAND OWNED BY J. H. BEST OF DAYTON, OHIO.
 KZ2069'
 KZ2069'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 KZ2069'DISK SET IN CONCRETE.
 KZ2069'
 KZ2069'REFERENCE MARK 1 PROJECTS 8 INCHES ON THE S SIDE OF THE ORCHARD.
 KZ2069'IT IS 1 FOOT N OF
 KZ2069'AN E-W FENCE, 22 FEET W OF AN E-W FENCE,
 KZ2069'AND 78.55 FEET S OF THE STATION.
 KZ2069'
 KZ2069'REFERENCE MARK 2 PROJECTS 1 FOOT AND IS IN A N-S FENCELINE
 KZ2069'ON THE W EDGE OF
 KZ2069'THE ORCHARD.  IT IS 44 FEET NNE OF THE E CORNER
 KZ2069'OF THE FARMHOUSE, AND 183.17 FEET
 KZ2069'(SLOPE DISTANCE) W OF THE STATION.
 KZ2069'
 KZ2069'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NNW OF THE STATION
 KZ2069'AND IS 25 FEET S
 KZ2069'OF THE CENTER LINE OF STATE HIGHWAY 32, 4 FEET E
 KZ2069'OF POLE ON THE S SIDE OF THE
 KZ2069'HIGHWAY, 75 FEET SW OF A FRAME HOUSE
 KZ2069'WHICH IS ON THE N SIDE OF THE HIGHWAY, AND 150
 KZ2069'YARDS NE OF THE INTERSECTION
 KZ2069'OF GRAVEL ROAD AND HIGHWAY 32.
 KZ2069'
 KZ2069'TO REACH THE STATION FROM BELLEFONTAINE WHICH IS ON U.S. HIGHWAY
 KZ2069'36 AND STATE
 KZ2069'HIGHWAYS 32 AND 53, GO N ON U.S. HIGHWAY 68 ONE
 KZ2069'BLOCK FROM THE COURTHOUSE TO
 KZ2069'THE INTERSECTION OF HIGHWAY 32.  TURN
 KZ2069'RIGHT (E) ON HIGHWAY 32 AND GO 1.5 MILES TO A
 KZ2069'GRAVEL ROAD (HIGHWAY
 KZ2069'32 CURVES TO THE LEFT, GRAVEL ROAD STRAIGHT AHEAD).  GO ON THE
 KZ2069'GRAVEL ROAD
 KZ2069'0.2 MILE, THEN TURN RIGHT (S) AND GO 0.4 MILE TO A
 KZ2069'T-ROAD, HERE TURN LEFT AND GO
 KZ2069'0.2 MILE TO A LANE.  TURN LEFT INTO
 KZ2069'THE LANE AND GO PAST THE FARMHOUSE TO THE
 KZ2069'ORCHARD AND STATION.
 KZ2069'
 KZ2069'A 30-FOOT TOWER WILL CLEAR ALL LINES FROM THIS STATION.
 KZ2069
 KZ2069                          STATION RECOVERY (1943)
 KZ2069
 KZ2069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2069'THE STATION WAS RECOVERED AS DESCRIBED IN 1933
 KZ2069'AND ALL MARKS WERE
 KZ2069'FOUND IN GOOD CONDITION.  A FEW VARIATIONS WERE
 KZ2069'FOUND IN THE 1933 DESCRIPTION OF THE
 KZ2069'STATION AND A COMPLETE NEW
 KZ2069'DESCRIPTION FOLLOWS.
 KZ2069'
 KZ2069'THE STATION IS LOCATED ABOUT 2.5 MILES E OF THE LOGAN COUNTY
 KZ2069'COURTHOUSE IN THE
 KZ2069'CITY OF BELLEFONTAINE, ON LAND OWNED BY MARSHALL
 KZ2069'L. MILLER.  IT IS ABOUT 65 YARDS E
 KZ2069'OF THE NE CORNER OF THE MILLER
 KZ2069'FARMHOUSE, 20 FEET N OF AN E-W FENCELINE AND IS ON
 KZ2069'THE SUMMIT OF
 KZ2069'THE HILL.  THE DISK IS STAMPED BEST 1933.
 KZ2069'
 KZ2069'REFERENCE MARK 1 IS 78.55 FEET S OF THE STATION, 58 FEET S
 KZ2069'OF AN E-W
 KZ2069'FENCELINE, 17 FEET E OF A LONE 2-FOOT APPLE TREE.  THE
 KZ2069'DISK IS STAMPED BEST NO 1 1933.
 KZ2069'
 KZ2069'REFERENCE MARK 2 IS 183.17 FEET W OF THE STATION, 44 FEET N
 KZ2069'OF THE NE CORNER
 KZ2069'OF THE MILLER FARMHOUSE.  THE MARK IS ABOUT 15
 KZ2069'FEET LOWER IN ELEVATION THAN THE
 KZ2069'STATION MARK.  THE DISK IS
 KZ2069'STAMPED BEST 1933 NO 2.
 KZ2069'
 KZ2069'THE AZIMUTH MARK IS ABOUT 0.5 MILE NNW OF THE STATION, 25 FEET
 KZ2069'S OF THE CENTER
 KZ2069'LINE OF STATE HIGHWAY 33, 4 FEET E OF A POLE.  THE
 KZ2069'MARK IS FLUSH WITH THE GROUND AND
 KZ2069'THE DISK IS STAMPED BEST 1933.
 KZ2069'
 KZ2069'TO REACH THE STATION FROM THE LOGAN COUNTY COURTHOUSE IN THE
 KZ2069'CITY OF
 KZ2069'BELLEFONTAINE, GO N 1 BLOCK TO STATE HIGHWAY 33, HERE TURN
 KZ2069'RIGHT ON HIGHWAY 33 AND GO
 KZ2069'1.5 MILES TO A GRAVELED ROAD STRAIGHT
 KZ2069'AHEAD.* HERE KEEP STRAIGHT AHEAD FOR 0.2
 KZ2069'MILE, THENCE RIGHT FOR
 KZ2069'0.4 MILE TO A T-ROAD LEFT, HERE TURN LEFT AND GO 0.2 MILE TO
 KZ2069'THE MILLER
 KZ2069'FARMHOUSE AND STATION AS DESCRIBED.
 KZ2069'
 KZ2069'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY
 KZ2069'33 AND GRAVELED
 KZ2069'ROAD, GO E ON HIGHWAY 33 FOR 0.1 MILE AND MARK ON
 KZ2069'THE RIGHT AS DESCRIBED.
 KZ2069
 KZ2069                          STATION RECOVERY (1963)
 KZ2069
 KZ2069'RECOVERY NOTE BY THOMAS ENG AND SURV 1963
 KZ2069'THE STATION WAS SEARCHED FOR AND THE STATION MARK, RM 1, RM 2, AND
 KZ2069'THE AZIMUTH MARK
 KZ2069'WERE FOUND IN UNDISTURBED CONDITION.
 KZ2069'
 KZ2069'A STEEL BUILDING (HOUSING RADIO GEAR) IS APPROXIMATELY 3 FT. SE OF
 KZ2069'THE STATION.  A
 KZ2069'UTILITY POLE IS ABOUT 2 FT. SOUTH OF STATION.  FARM HOUSE
 KZ2069'MENTIONED IN DESCRIPTION IS
 KZ2069'ABANDONED AND IN DISREPAIR.
 KZ2069'
 KZ2069'RM 1 IS NOW IN A CULTIVATED FIELD.
 KZ2069'
 KZ2069'THE AZIMUTH MARK IS NOT VERY GOOD WITHOUT CUTTING TREES.  THE
 KZ2069'AZIMUTH MARK IS
 KZ2069'PROBABLY IN THE WAY OF THE RELOCATION OF U.S. ROUTE 33
 KZ2069'AND WILL PROBABLY BE LOST DURING
 KZ2069'THIS CONSTRUCTION SEASON.
 KZ2069'
 KZ2069'OHIO NORTH ZONE COORDINATES OF AZIMUTH MARK BY 1-60,000 GEODIMETER
 KZ2069'TRAVERSE TO KING
 KZ2069'ARE E-1,657,281.36 N-258,226.48.  A CHRYSLER AUTO AXLE
 KZ2069'AT OHIO NORTH ZONE COORDINATES
 KZ2069'E-1,655,941.69 N-252,108.68 IS VERY GOOD
 KZ2069'AND COULD BE USED AS SUPPLEMENTARY AZIMUTH MARK.
 KZ2069
 KZ2069                          STATION RECOVERY (1965)
 KZ2069
 KZ2069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 KZ2069'THE STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND
 KZ2069'IN GOOD CONDITION.
 KZ2069'REFERENCE MARK NO. 2 WAS FOUND LAYING ON TOP OF THE
 KZ2069'GROUND IN A PILE OF TRASH NEAR THE
 KZ2069'ORIGINAL SITE.  THE AZIMUTH MARK WAS
 KZ2069'IN THE NEW CONSTRUCTION AREA OF STATE ROUTE 33.  THIS
 KZ2069'MARK WAS NO
 KZ2069'LONGER VISIBLE FROM THE GROUND AT THE STATION SITE, AND AS NONE OF
 KZ2069'THE ORIGINAL
 KZ2069'STATIONS OR INTERSECTIONS WERE AT THIS TIME VISIBLE FROM THE
 KZ2069'GROUND, A NEW AZIMUTH MARK
 KZ2069'OR REFERENCE MARK WAS NOT ESTABLISHED.  THE
 KZ2069'DISK FROM THE AZIMUTH MARK AND REFERENCE MARK
 KZ2069'NO. 2 WERE REMOVED AND
 KZ2069'THE MARKS DESTROYED.
 KZ2069'
 KZ2069'DUE TO CHANGES IN THE HIGHWAYS AND AT THE STATION SITE, THE
 KZ2069'ORIGINAL
 KZ2069'DESCRIPTION IS NO LONGER ADEQUATE.
 KZ2069'
 KZ2069'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KZ2069'
 KZ2069'THE STATION IS LOCATED ON THE TOP OF A HEAVILY WOODED HILL ABOUT
 KZ2069'2.5 MILES EAST OF
 KZ2069'THE LOGAN COUNTY COURTHOUSE IN BELLEFONTAINE.
 KZ2069'
 KZ2069'TO REACH FROM THE NORTHWEST CORNER OF THE LOGAN COUNTY COURTHOUSE,
 KZ2069'GO NORTH ON U. S.
 KZ2069'HIGHWAY 68 ONE BLOCK TO STATE ROUTE 33 ON THE RIGHT.
 KZ2069'HERE TURN RIGHT, EASTERLY, ON STATE
 KZ2069'ROUTE 33 FOR 1.6 MILES TO WHERE
 KZ2069'STATE ROUTE 33 BEARS RIGHT AND STATE ROUTE 540
 KZ2069'CONTINUES STRAIGHT AHEAD.
 KZ2069'HERE BEAR RIGHT AND CONTINUE SOUTHEAST ON STATE ROUTE 33 FOR 0.5
 KZ2069'MILE TO WHERE
 KZ2069'LOGAN COUNTY TOWNSHIP ROAD NO. 55 CROSSES OVER THE HIGHWAY,
 KZ2069'TURN LEFT, EAST, ON LOGAN
 KZ2069'COUNTY ROAD NO. 55 AND GO 0.05 MILE TO A
 KZ2069'GRAVELED FARM DRIVE ON THE LEFT, TURN LEFT,
 KZ2069'NORTH, ON THE FARM DRIVE
 KZ2069'AND GO 0.1 MILE TO A FARMHOUSE AND END OF TRUCK TRAVEL.  FROM
 KZ2069'THIS POINT PACK
 KZ2069'EASTERLY ACROSS A CULTIVATED FIELD FOR ABOUT 200 FEET TO THE
 KZ2069'SUMMIT OF THE HILL AND THE STATION.
 KZ2069'
 KZ2069'THE STATION IS 47 FEET EAST-SOUTHEAST OF A NORTHEAST FENCE CORNER, 20
 KZ2069'FEET SOUTHEAST OF
 KZ2069'A 6-INCH PINE TREE, 17 FEET NORTHEAST OF A SOUTHEAST
 KZ2069'FENCE CORNER, 8 FEET SOUTHWEST OF A
 KZ2069'9-INCH PINE TREE, 3 FEET
 KZ2069'NORTHWEST OF THE NORTHWEST CORNER OF AN 8 X 8 FOOT
 KZ2069'SQUARE TRANSMITTER
 KZ2069'SHACK, 0.9 FOOT WEST OF A METAL WITNESS POST AND SIGN, AND AT THE
 KZ2069'SOUTH EDGE OF A
 KZ2069'DENSE THICKET OF LOCUST TREES.  IT IS A STANDARD DISK SET IN
 KZ2069'THE TOP OF A 10-INCH,
 KZ2069'SQUARE, CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 KZ2069'AND THE DISK IS STAMPED BEST 1933.
 KZ2069'
 KZ2069'REFERENCE MARK NO. 1 IS IN AN OPEN FIELD, 68 FEET SOUTH-SOUTHWEST
 KZ2069'OF THE SOUTHWEST
 KZ2069'CORNER OF THE TRANSMITTER SHACK, 64 FEET SOUTH OF A
 KZ2069'SOUTHEAST FENCE CORNER, AND 0.9
 KZ2069'FOOT NORTH OF A METAL WITNESS POST.
 KZ2069'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 KZ2069'A 10-INCH, SQUARE, CONCRETE
 KZ2069'MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED BEST NO
 KZ2069'1 1933.
 KZ2069'
 KZ2069'THIS WAS NOT AN OCCUPIED STATION.
 KZ2069
 KZ2069                          STATION RECOVERY (1971)
 KZ2069
 KZ2069'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (WHD)
 KZ2069'STATION MARK BEST 1933 STANDARD DISK RECOVERED EXCELLENT.  REFERENCE
 KZ2069'MARKS WERE ALSO RECOVERED.  HOWEVER, THE AZIMUTH MARK WAS APPARENTLY
 KZ2069'DESTROYED DURING THE RE-CONSTRUCTION OF U.S. 33 HIGHWAY.  DUE TO
 KZ2069'CHANGING OF U.S. 33 LOCATION, DESCRIPTION IS NO LONGER CORRECT.
 KZ2069'NEW DESCRIP. AS FF--CORNER OF MAIN AND COLUMBUS STS. IN
 KZ2069'BELLEFONTAINE, THE LOGAN CO. COURT HOUSE.  GO NORTH ON MAIN ST.
 KZ2069'(U.S. 68) ONE BLOCK TO SANDUSKY (S.R. 540), TURN RIGHT ON
 KZ2069'SANDUSKY AND PROCEED EASTERLY FOR 1.6 MILES TO THE INTERSECTION
 KZ2069'OF S.R. 540 AND U.S.  33.  TURN RIGHT ON U.S. 33 AND PROCEED
 KZ2069'SOUTHERNLY FOR 0.55 MILE TO JEFF. TWP. RD. 55.  TURN LEFT ON
 KZ2069'TWP. RD. 55 AND PROCEED EASTERLY TO THE FIRST DRIVEWAY ON
 KZ2069'THE LEFT.  TURN LEFT INTO THE DRIVE AND PROCEED TO THE
 KZ2069'ABANDONED HOUSE.  BALANCE OF DESCRIPTION IS ADEQUATE.
 KZ2069
 KZ2069                          STATION RECOVERY (1988)
 KZ2069
 KZ2069'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (LCE)
 KZ2069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3306 ***********************************************************************
 KY3306  DESIGNATION -  BEST
 KY3306  PID         -  KY3306
 KY3306  STATE/COUNTY-  OH/MAHONING
 KY3306  USGS QUAD   -  ALLIANCE (1994)
 KY3306
 KY3306                         *CURRENT SURVEY CONTROL
 KY3306  ___________________________________________________________________
 KY3306* NAD 83(1995)-  40 57 52.68470(N)    081 02 08.22797(W)     ADJUSTED  
 KY3306* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 KY3306  ___________________________________________________________________
 KY3306  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 KY3306  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KY3306
 KY3306  HORZ ORDER  -  THIRD
 KY3306
 KY3306.The horizontal coordinates were established by classical geodetic methods
 KY3306.and adjusted by the National Geodetic Survey in April 1998..
 KY3306
 KY3306.The orthometric height was scaled from a topographic map.
 KY3306
 KY3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3306
 KY3306.The geoid height was determined by GEOID03.
 KY3306
 KY3306;                    North         East     Units Scale Factor Converg.
 KY3306;SPC OH N     -   145,168.686   723,258.712   MT  0.99994075   +0 57 43.3
 KY3306;UTM  17      - 4,534,831.794   497,002.797   MT  0.99960011   -0 01 24.1
 KY3306
 KY3306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3306!SPC OH N     -   0.99995040  x   0.99994075  =   0.99989116
 KY3306!UTM  17      -   0.99995040  x   0.99960011  =   0.99955053
 KY3306
 KY3306|---------------------------------------------------------------------|
 KY3306| PID    Reference Object                     Distance      Geod. Az  |
 KY3306|                                                           dddmmss.s |
 KY3306| CC9755 BEST RM 1                            26.765 METERS 05927     |
 KY3306| CC9754 BEST AZ MK                                         0873846.7 |
 KY3306| CC9756 BEST RM 2                            26.058 METERS 29931     |
 KY3306|---------------------------------------------------------------------|
 KY3306
 KY3306                          SUPERSEDED SURVEY CONTROL
 KY3306
 KY3306  NAD 83(1986)-  40 57 52.69025(N)    081 02 08.23088(W) AD(       ) 3
 KY3306  NAD 27      -  40 57 52.47900(N)    081 02 08.89500(W) AD(       ) 3
 KY3306
 KY3306.Superseded values are not recommended for survey control.
 KY3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3306.See file dsdata.txt to determine how the superseded data were derived.
 KY3306
 KY3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9700334832(NAD 83)
 KY3306_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3306
 KY3306  HISTORY     - Date     Condition        Report By
 KY3306  HISTORY     - 1950     MONUMENTED       CGS
 KY3306
 KY3306                          STATION DESCRIPTION
 KY3306
 KY3306'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3306'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF NORTH BENTON, 5
 KY3306'MILES NORTHEAST OF ALLIANCE AND 4
 KY3306'MILES NORTH OF SEBRING AND ON THE TOP OF A KNOLL IN A PEACH ORCHARD.
 KY3306'IT IS 28 FEET SOUTH OF THE CENTERLINE
 KY3306'OF AN ORCHARD ROAD, 16 FEET NORTH OF A WITNESS POST AND
 KY3306'THE FIRST ROW OF TREES SOUTH OF THE ROAD AND ON A
 KY3306'TANGENT NORTH FROM THE EIGHTH ROW OF
 KY3306'TREES FROM THE EAST.  IT IS A SUB-SURFACE MARK 6 INCHES BELOW THE
 KY3306'ORCHARD LEVEL AND IS STAMPED BEST
 KY3306'1950.
 KY3306'
 KY3306'REFERENCE MARK NO. 1 IS 17.5 FEET NORTH OF THE CENTERLINE OF THE ROAD
 KY3306'AND 2 FEET SOUTH OF THE FIRST
 KY3306'ROW OF TREES NORTH OF THE ROAD.  THE MARK IS FLUSH AND IS STAMPED
 KY3306'BEST NO 1 1950.
 KY3306'
 KY3306'REFERENCE MARK NO. 2 IS 13 FEET NORTH OF THE CENTERLINE OF THE ROAD
 KY3306'AND 2 FEET SOUTH OF THE FIRST ROW
 KY3306'OF TREES NORTH OF THE ROAD.  IT IS FLUSH AND IS STAMPED BEST NO 2
 KY3306'1950.
 KY3306'
 KY3306'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 KY3306'PROJECTING 2 INCHES ABOVE THE
 KY3306'SURFACE, 22 FEET WEST OF THE CENTERLINE OF JOHNSON ROAD, 13 FEET
 KY3306'SOUTH OF A POWER POLE, 28.5 FEET
 KY3306'EAST OF THE MOST EASTERLY ROW OF TREES IN AN APPLE ORCHARD AND ON
 KY3306'THE EAST EDGE OF A CULTIVATED FIELD.  IT
 KY3306'IS STAMPED BEST 1950.
 KY3306'
 KY3306'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE NO 173 AND
 KY3306'JOHNSON ROAD IN SEBRING, GO NORTH
 KY3306'ON JOHNSON ROAD FOR 3 MILES TO A DRIVEWAY LEFT, THE AZIMUTH MARK IS
 KY3306'200 FEET NORTH OF THE DRIVEWAY
 KY3306'ENTRANCE AND ON THE LEFT SIDE OF JOHNSON ROAD, TURN LEFT
 KY3306'INTO DRIVEWAY AND FOLLOW DRIVEWAY AROUND THE
 KY3306'NORTH SIDE OF A BARN THENCE WEST BETWEEN
 KY3306'TWO PEACH ORCHARDS TO THE EIGHTH ROW OF TREES FROM THE EAST
 KY3306'EDGE OF THE SOUTH ORCHARD AND THE
 KY3306'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7171 ***********************************************************************
 DG7171  CBN         -  This is a Cooperative Base Network Control Station.
 DG7171  DESIGNATION -  BET 01 01
 DG7171  PID         -  DG7171
 DG7171  STATE/COUNTY-  OH/STARK
 DG7171  USGS QUAD   -  BOLIVAR (1994)
 DG7171
 DG7171                         *CURRENT SURVEY CONTROL
 DG7171  ___________________________________________________________________
 DG7171* NAD 83(1995)-  40 43 22.15089(N)    081 26 58.46293(W)     ADJUSTED  
 DG7171* NAVD 88     -       314.8    (meters)    1033.     (feet)  GPS OBS   
 DG7171  ___________________________________________________________________
 DG7171  X           -     719,750.372 (meters)                     COMP
 DG7171  Y           -  -4,787,137.280 (meters)                     COMP
 DG7171  Z           -   4,139,327.290 (meters)                     COMP
 DG7171  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 DG7171  ELLIP HEIGHT-         281.61  (meters)          (09/23/04) GPS OBS
 DG7171  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DG7171
 DG7171  HORZ ORDER  -  A
 DG7171  ELLP ORDER  -  FOURTH    CLASS I
 DG7171
 DG7171.The horizontal coordinates were established by GPS observations
 DG7171.and adjusted by the National Geodetic Survey in September 2004..
 DG7171
 DG7171.The orthometric height was determined by GPS observations and a
 DG7171.high-resolution geoid model.
 DG7171
 DG7171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7171
 DG7171.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7171
 DG7171.The ellipsoidal height was determined by GPS observations
 DG7171.and is referenced to NAD 83.
 DG7171
 DG7171.The geoid height was determined by GEOID03.
 DG7171
 DG7171;                    North         East     Units Scale Factor Converg.
 DG7171;SPC OH N     -   117,815.931   688,741.118   MT  0.99995715   +0 41 24.3
 DG7171;UTM  17      - 4,508,085.341   462,032.210   MT  0.99961774   -0 17 35.9
 DG7171
 DG7171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7171!SPC OH N     -   0.99995583  x   0.99995715  =   0.99991298
 DG7171!UTM  17      -   0.99995583  x   0.99961774  =   0.99957358
 DG7171
 DG7171                          SUPERSEDED SURVEY CONTROL
 DG7171
 DG7171.No superseded survey control is available for this station.
 DG7171
 DG7171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6203208085(NAD 83)
 DG7171_MARKER: DD = SURVEY DISK
 DG7171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7171_STAMPING: BET 1 1
 DG7171_MARK LOGO: OH-151
 DG7171_PROJECTION: FLUSH
 DG7171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7171+STABILITY: SURFACE MOTION
 DG7171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7171+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7171
 DG7171  HISTORY     - Date     Condition        Report By
 DG7171  HISTORY     - 2003     MONUMENTED       OH-151
 DG7171
 DG7171                          STATION DESCRIPTION
 DG7171
 DG7171'DESCRIBED BY STARK COUNTY OHIO 2003 (BMW)
 DG7171'THE STATION IS LOCATED ABOUT 3 MI SOUTHWEST OF CANTON, 3.5 MI EAST OF
 DG7171'NAVARRE AND ON  TOWNSHIP ROAD RIGHT-OF-WAY.
 DG7171' 
 DG7171'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 77 (EXIT 99) AND FOHL
 DG7171'RD, ABOUT 5 MI  SOUTH-SOUTHWEST OF CANTON, GO WEST FOR 0.5 MI ON FOHL
 DG7171'RD TO SHERMAN CHURCH RD,  CONTINUE WEST FOR 1.0 MI ON FOHL RD TO BETH
 DG7171'AVE, TURN LEFT AND GO SOUTH FOR 0.5 MI ON  BETH AVE TO GOODING ST AND
 DG7171'THE STATION ON THE LEFT.
 DG7171' 
 DG7171'THE STATION IS 125 FT EAST OF THE INTERSECTION OF BETH AVE AND GOODING
 DG7171'ST, 12 FEET NORTH  OF THE CENTERLINE OF GOODING ST AND 1 FT SOUTH OF A
 DG7171'METAL WITNESS POST.  THE STATION IS A  DISK SET IN TOP OF A 12 IN
 DG7171'DIAMETER CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2158 ***********************************************************************
 JX2158  DESIGNATION -  BETHEL
 JX2158  PID         -  JX2158
 JX2158  STATE/COUNTY-  OH/WASHINGTON
 JX2158  USGS QUAD   -  FLEMING (1994)
 JX2158
 JX2158                         *CURRENT SURVEY CONTROL
 JX2158  ___________________________________________________________________
 JX2158* NAD 83(1995)-  39 25 50.50394(N)    081 31 51.32648(W)     ADJUSTED  
 JX2158* NAVD 88     -       330.4    (meters)    1084.     (feet)  GPS OBS   
 JX2158  ___________________________________________________________________
 JX2158  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 JX2158  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JX2158
 JX2158  HORZ ORDER  -  FIRST
 JX2158
 JX2158.The horizontal coordinates were established by classical geodetic methods
 JX2158.and adjusted by the National Geodetic Survey in April 1998..
 JX2158
 JX2158.The orthometric height was determined by GPS observations and a
 JX2158.high-resolution geoid model.
 JX2158
 JX2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2158
 JX2158.The geoid height was determined by GEOID03.
 JX2158
 JX2158;                    North         East     Units Scale Factor Converg.
 JX2158;SPC OH S     -   159,273.935   683,429.335   MT  0.99993623   +0 36 53.6
 JX2158;SPC WV N     -   105,299.134   425,164.168   MT  0.99994652   -1 17 43.0
 JX2158;UTM  17      - 4,364,707.568   454,306.247   MT  0.99962571   -0 20 14.0
 JX2158
 JX2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2158!SPC OH S     -   0.99995355  x   0.99993623  =   0.99988978
 JX2158!SPC WV N     -   0.99995355  x   0.99994652  =   0.99990007
 JX2158!UTM  17      -   0.99995355  x   0.99962571  =   0.99957928
 JX2158
 JX2158:                Primary Azimuth Mark                     Grid Az
 JX2158:SPC OH S     -  BETHEL AZ MK                             074 31 00.0
 JX2158:SPC WV N     -  BETHEL AZ MK                             076 25 36.6
 JX2158:UTM  17      -  BETHEL AZ MK                             075 28 07.6
 JX2158
 JX2158|---------------------------------------------------------------------|
 JX2158| PID    Reference Object                     Distance      Geod. Az  |
 JX2158|                                                           dddmmss.s |
 JX2158| CC9757 BETHEL AZ MK                                       0750753.6 |
 JX2158| JX2155 MARIETTA HARMER HILL TANK           APPROX. 5.4 KM 1051202.1 |
 JX2158| CC9758 BETHEL RM 1                          23.494 METERS 27520     |
 JX2158| JX2157 CHURCHTOWN CATH CHURCH SPIRE        APPROX. 4.1 KM 3431652.7 |
 JX2158|---------------------------------------------------------------------|
 JX2158
 JX2158                          SUPERSEDED SURVEY CONTROL
 JX2158
 JX2158  NAD 83(1986)-  39 25 50.50821(N)    081 31 51.33340(W) AD(       ) 1
 JX2158  NAD 27      -  39 25 50.24200(N)    081 31 51.88500(W) AD(       ) 1
 JX2158  NGVD 29 (07/19/86)  330.52   (m)         1084.4    (f) LEVELING    3  
 JX2158
 JX2158.Superseded values are not recommended for survey control.
 JX2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2158.See file dsdata.txt to determine how the superseded data were derived.
 JX2158
 JX2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5430664708(NAD 83)
 JX2158_MARKER: DS = TRIANGULATION STATION DISK
 JX2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2158_SP_SET: CONCRETE POST
 JX2158_STAMPING: BETHEL 1944
 JX2158_MARK LOGO: CGS   
 JX2158_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2158+STABILITY: SURFACE MOTION
 JX2158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2158+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1992
 JX2158
 JX2158  HISTORY     - Date     Condition        Report By
 JX2158  HISTORY     - 1944     MONUMENTED       CGS
 JX2158  HISTORY     - 1944     GOOD             CGS
 JX2158  HISTORY     - 1945     GOOD             CGS
 JX2158  HISTORY     - 19921005 GOOD             GEOMET
 JX2158
 JX2158                          STATION DESCRIPTION
 JX2158
 JX2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2158'STATION IS LOCATED ABOUT 4.5 MILES (AIR LINE) WNW OF MARIETTA AND 0.3
 JX2158'MILE W OF THE BETHEL CHURCH
 JX2158'AND CEMETERY.  THE MARK IS SET ON A PASTURE
 JX2158'KNOLL ABOUT 300 YARDS W OF THE
 JX2158'WALTER LANE HOUSE.  THE DISK IS
 JX2158'STAMPED BETHEL 1944 AND IS FLUSH WITH THE GROUND.
 JX2158'
 JX2158'SURFACE, UNDERGROUND, REFERENCE MARK 1, AND AZIMUTH MARK
 JX2158'ARE BRONZE DISKS
 JX2158'SET IN CONCRETE.
 JX2158'
 JX2158'REFERENCE MARK 1 IS 77.08 FEET (SLOPE DISTANCE) W OF THE
 JX2158'STATION, ON THE W
 JX2158'SLOPE OF THE HILL.  IT IS STAMPED BETHEL NO 1
 JX2158'1944.
 JX2158'
 JX2158'PINKERTON (U.S.G.S.) WAS USED AS REFERENCE MARK 2.  IT IS
 JX2158'16.34 FEET S OF
 JX2158'THE STATION, ON THE HIGHEST POINT OF THE HILL.
 JX2158'THE DISK IS A U.S. GEOLOGICAL
 JX2158'SURVEY STANDARD DISK SET IN THE TOP
 JX2158'OF A 6- BY 6-INCH CONCRETE POST.  NO STAMPING
 JX2158'APPEARS ON THE DISK.
 JX2158'
 JX2158'AZIMUTH MARK IS AT THE SW CORNER OF THE BETHEL CHURCH AND
 JX2158'CEMETERY, 21 FEET
 JX2158'E OF THE CENTER LINE OF GRAVELED ROAD, 12 FEET
 JX2158'N OF A FENCE CORNER, 2 FEET S OF A
 JX2158'WOODEN WITNESS POST, AND 1
 JX2158'FOOT W OF THE FENCE.  IT IS STAMPED BETHEL 1944.
 JX2158'
 JX2158'TO REACH STATION FROM THE BRIDGE OVER THE MUSKINGUM RIVER
 JX2158'IN MARIETTA, GO SW
 JX2158'ON U.S. HIGHWAY 50 AND STATE HIGHWAY 7 FOR 1.5
 JX2158'MILES TO THE JUNCTION OF U.S. HIGHWAY
 JX2158'50 AND STATE HIGHWAY 7.
 JX2158'TAKE THE RIGHT FORK (U.S. HIGHWAY 50) AND GO 1.15 MILES
 JX2158'TO A
 JX2158'GRAVELED ROAD RIGHT.  TURN RIGHT AND FOLLOW A GRAVELED ROAD W
 JX2158'UP A STEEP HILL
 JX2158'FOR 1.65 MILES TO THE JUNCTION OF STATE HIGHWAY
 JX2158'676.  KEEP LEFT ON HIGHWAY 676 FOR
 JX2158'1.95 MILES TO A FORKS.  TAKE
 JX2158'THE LEFT FORK, LEAVING STATE HIGHWAY 676, AND GO 0.65
 JX2158'MILE TO
 JX2158'ANOTHER FORKS.  TAKE THE LEFT FORK AND GO 0.05 MILE TO THE AZIMUTH
 JX2158'MARK ON THE LEFT.
 JX2158'CONTINUE AHEAD FOR 0.15 MILE TO A FARM
 JX2158'LANE RIGHT.  TURN RIGHT TO THE
 JX2158'FARMHOUSE, PASSING BETWEEN THE
 JX2158'HOUSE AND BARN TO A GATE AT THE SW CORNER OF THE
 JX2158'BARN LOT.  PASS
 JX2158'THROUGH THE GATE AND BEAR RIGHT, THEN FOLLOW THE RIDGE TO THE TOP
 JX2158'OF THE HILL AND
 JX2158'STATION.
 JX2158'
 JX2158'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 JX2158
 JX2158                          STATION RECOVERY (1944)
 JX2158
 JX2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 JX2158'RECOVERED IN GOOD CONDITION.
 JX2158
 JX2158                          STATION RECOVERY (1945)
 JX2158
 JX2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBL)
 JX2158'RECOVERED AS DESCRIBED, ALL MARKS IN
 JX2158'GOOD CONDITION.
 JX2158'
 JX2158'STATION CAN BE REACHED BY FOLLOWING STATE HIGHWAY 676 FOR 4.2
 JX2158'MILES FROM THE W
 JX2158'SIDE OF THE MUSKINGUM RIVER BRIDGE AT MARIETTA,
 JX2158'THENCE KEEPING STRAIGHT 0.15 MILE
 JX2158'TO THE LANE HOUSE.  THIS ROAD
 JX2158'IS NARROW AND LARGE TRUCKS SHOULD FOLLOW THE
 JX2158'ORIGINALLY DESCRIBED
 JX2158'ROUTE.  (ORIGINAL ROUTE WAS INUNDATED AT TIME STATION WAS
 JX2158'VISITED.)
 JX2158
 JX2158                          STATION RECOVERY (1992)
 JX2158
 JX2158'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1992
 JX2158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HZ2361 ***********************************************************************
 HZ2361  DESIGNATION -  BETHEL MUNICIPAL TANK
 HZ2361  PID         -  HZ2361
 HZ2361  STATE/COUNTY-  OH/CLERMONT
 HZ2361  USGS QUAD   -  BETHEL (1992)
 HZ2361
 HZ2361                         *CURRENT SURVEY CONTROL
 HZ2361  ___________________________________________________________________
 HZ2361* NAD 83(1995)-  38 57 44.87798(N)    084 04 45.15151(W)     ADJUSTED  
 HZ2361* NAVD 88     -                                                        
 HZ2361  ___________________________________________________________________
 HZ2361  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 HZ2361  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ2361
 HZ2361  HORZ ORDER  -  THIRD
 HZ2361
 HZ2361.The horizontal coordinates were established by classical geodetic methods
 HZ2361.and adjusted by the National Geodetic Survey in April 1998..
 HZ2361
 HZ2361
 HZ2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ2361
 HZ2361.The geoid height was determined by GEOID03.
 HZ2361
 HZ2361;                    North         East     Units Scale Factor Converg.
 HZ2361;SPC OH S     -   108,043.492   463,138.639   MT  0.99996285   -1 00 07.3
 HZ2361;UTM  16      - 4,316,669.529   753,073.168   MT  1.00038871   +1 50 15.4
 HZ2361;UTM  17      - 4,317,121.961   233,197.965   MT  1.00047662   -1 56 14.6
 HZ2361
 HZ2361                          SUPERSEDED SURVEY CONTROL
 HZ2361
 HZ2361  NAD 83(1995)-  38 57 44.88160(N)    084 04 45.15512(W) AD(       ) 4
 HZ2361  NAD 83(1986)-  38 57 44.88467(N)    084 04 45.16164(W) AD(       ) 4
 HZ2361  NAD 27      -  38 57 44.65100(N)    084 04 45.39300(W) AD(       ) 3
 HZ2361
 HZ2361.Superseded values are not recommended for survey control.
 HZ2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ2361.See file dsdata.txt to determine how the superseded data were derived.
 HZ2361
 HZ2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ5307316670(NAD 83)
 HZ2361_MARKER: 53 = ELEVATED TANK
 HZ2361
 HZ2361  HISTORY     - Date     Condition        Report By
 HZ2361  HISTORY     - 1939     FIRST OBSERVED   CGS
 HZ2361  HISTORY     - 1947     GOOD             CGS
 HZ2361
 HZ2361                          STATION DESCRIPTION
 HZ2361
 HZ2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 HZ2361'THE STATION IS THE FINIAL ON A CONICAL ROOFED, ALUMINUM COLORED WATER
 HZ2361'TANK IN THE VILLAGE OF BETHEL.  THE TANK IS ON UNION STREET IN THE
 HZ2361'REAR OF THE MUNICIPAL LIGHT PLANT AND ONE BLOCK SOUTH OF PLAIN
 HZ2361'STREET.  THE TANK IS SUPPORTED BY A FOUR LEGGED TRUSS STRUCTURE AND
 HZ2361'IS ABOUT 130 FEET HIGH.  A BRIGHT WHITE LIGHT IS SHOWN AT NIGHT AT
 HZ2361'THE TOP OF THE TANK.  THE WORD BETHEL IS PAINTED IN BLACK LETTERS
 HZ2361'ON THE NE SIDE OF THE TANK.
 HZ2361
 HZ2361                          STATION RECOVERY (1947)
 HZ2361
 HZ2361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CTH)
 HZ2361'THE STATION IS LOCATED IN APPROXIMATELY THE CENTER OF THE TOWN OF
 HZ2361'BETHEL, OHIO.  IT IS A FOUR TRUSS, STEEL TANK, PAINTED GRAY.
 HZ2361'
 HZ2361'THE POINT OF INTERSECTION WAS THE CENTER OF THE TOP OF THE WATER
 HZ2361'TANK.
 HZ2361'
 HZ2361'OFFICE NOTE--PROBABLY THE SAME STATION BETHEL MUNICIPAL TANK, 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3413 ***********************************************************************
 KY3413  DESIGNATION -  BETHESDA
 KY3413  PID         -  KY3413
 KY3413  STATE/COUNTY-  OH/BELMONT
 KY3413  USGS QUAD   -  BETHESDA (1978)
 KY3413
 KY3413                         *CURRENT SURVEY CONTROL
 KY3413  ___________________________________________________________________
 KY3413* NAD 83(1995)-  40 00 34.50482(N)    081 05 46.68881(W)     ADJUSTED  
 KY3413* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 KY3413  ___________________________________________________________________
 KY3413  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 KY3413  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY3413
 KY3413  HORZ ORDER  -  SECOND
 KY3413
 KY3413.The horizontal coordinates were established by classical geodetic methods
 KY3413.and adjusted by the National Geodetic Survey in April 1998..
 KY3413
 KY3413.The orthometric height was scaled from a topographic map.
 KY3413
 KY3413.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3413
 KY3413.The geoid height was determined by GEOID03.
 KY3413
 KY3413;                    North         East     Units Scale Factor Converg.
 KY3413;SPC OH S     -   224,028.663   719,845.007   MT  0.99999539   +0 53 26.4
 KY3413;UTM  17      - 4,428,825.465   491,780.801   MT  0.99960083   -0 03 42.9
 KY3413
 KY3413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3413!SPC OH S     -   0.99993930  x   0.99999539  =   0.99993469
 KY3413!UTM  17      -   0.99993930  x   0.99960083  =   0.99954015
 KY3413
 KY3413:                Primary Azimuth Mark                     Grid Az
 KY3413:SPC OH S     -  MORRISTOWN METHODIST CH SPIRE            018 22 51.1
 KY3413:UTM  17      -  MORRISTOWN METHODIST CH SPIRE            019 20 00.4
 KY3413
 KY3413|---------------------------------------------------------------------|
 KY3413| PID    Reference Object                     Distance      Geod. Az  |
 KY3413|                                                           dddmmss.s |
 KY3413| KY3416 MORRISTOWN METHODIST CH SPIRE       APPROX. 6.3 KM 0191617.5 |
 KY3413| KY3415 BETHESDA MUNICIPAL TANK             APPROX. 2.3 KM 0472235.2 |
 KY3413| CC9759 BETHESDA RM 1                        19.711 METERS 08527     |
 KY3413| CC9760 BETHESDA RM 2                        24.186 METERS 19003     |
 KY3413| JX2079 BARNESVILLE RADIO KQH 37 TOWER      APPROX. 6.1 KM 2452101.8 |
 KY3413| JX2082 BARNESVILLE UNITED DAIRY STK        APPROX. 6.8 KM 2511253.3 |
 KY3413|---------------------------------------------------------------------|
 KY3413
 KY3413                          SUPERSEDED SURVEY CONTROL
 KY3413
 KY3413  NAD 83(1986)-  40 00 34.51280(N)    081 05 46.69559(W) AD(       ) 2
 KY3413  NAD 27      -  40 00 34.26090(N)    081 05 47.32590(W) AD(       ) 2
 KY3413
 KY3413.Superseded values are not recommended for survey control.
 KY3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3413.See file dsdata.txt to determine how the superseded data were derived.
 KY3413
 KY3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME9178128825(NAD 83)
 KY3413_MARKER: DS = TRIANGULATION STATION DISK
 KY3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3413_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3413
 KY3413  HISTORY     - Date     Condition        Report By
 KY3413  HISTORY     - 1963     MONUMENTED       CGS
 KY3413
 KY3413                          STATION DESCRIPTION
 KY3413
 KY3413'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3413'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST-NORTHEAST OF
 KY3413'BARNESVILLE, ABOUT 4 MILES
 KY3413'SOUTH-SOUTHWEST OF MORRISTOWN, ABOUT 1 MILE WEST-SOUTHWEST OF
 KY3413'BETHESDA, IN SEC.  29, R. 5 W., T.
 KY3413'7 N., AND ON THE PROPERTY OF MR. RAYMOND DRAKE.  IT IS 238 FEET
 KY3413'NORTHWEST OF THE CENTERLINE OF STATE
 KY3413'HIGHWAY 147 (SLOPE DISTANCE), 67 FEET SOUTHWEST OF A
 KY3413'WITNESS POST, 40 FEET NORTHWEST OF THE WEST
 KY3413'EDGE OF A CUT BANK, AND 33 FEET NORTHWEST OF
 KY3413'A POWER POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 KY3413'STAMPED BETHESDA 1963.
 KY3413'
 KY3413'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 147 AND 26 IN BETHESDA,
 KY3413'GO WESTERLY ON STATE HIGHWAY
 KY3413'147 FOR 1.4 MILES TO A SIDE ROAD RIGHT.  CONTINUE SOUTHWEST ON STATE
 KY3413'HIGHWAY 147 FOR 0.05 MILE TO THE
 KY3413'STATION ON THE RIGHT AT THE TOP OF A LARGE CUT BANK.
 KY3413'
 KY3413'REFERENCE MARK 1 IS 193 FEET NORTHWEST OF THE CENTERLINE OF STATE
 KY3413'HIGHWAY 147 (SLOPE
 KY3413'DISTANCE), 40 FEET EAST OF THE POWER POLE, 3 FEET NORTHWEST OF THE
 KY3413'CUT BANK, AND 2 FEET NORTHWEST
 KY3413'OF THE WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE
 KY3413'DISK IS STAMPED BETHESDA NO 1 1963.
 KY3413'
 KY3413'REFERENCE MARK 2 IS 193 FEET NORTHWEST OF THE CENTERLINE OF STATE
 KY3413'HIGHWAY 147 (SLOPE
 KY3413'DISTANCE), 78 FEET SOUTHEAST OF THE POWER POLE, AND 7 FEET NORTHWEST
 KY3413'OF THE CUT BANK.  THE MONUMENT
 KY3413'PROJECTS 4 INCHES AND THE DISK IS STAMPED BETHESDA NO 2 1963.
 KY3413'
 KY3413'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3415 ***********************************************************************
 KY3415  DESIGNATION -  BETHESDA MUNICIPAL TANK
 KY3415  PID         -  KY3415
 KY3415  STATE/COUNTY-  OH/BELMONT
 KY3415  USGS QUAD   -  BETHESDA (1978)
 KY3415
 KY3415                         *CURRENT SURVEY CONTROL
 KY3415  ___________________________________________________________________
 KY3415* NAD 83(1995)-  40 01 25.08289(N)    081 04 35.19551(W)     ADJUSTED  
 KY3415* NAVD 88     -                                                        
 KY3415  ___________________________________________________________________
 KY3415  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 KY3415  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY3415
 KY3415  HORZ ORDER  -  THIRD
 KY3415
 KY3415.The horizontal coordinates were established by classical geodetic methods
 KY3415.and adjusted by the National Geodetic Survey in April 1998..
 KY3415
 KY3415
 KY3415.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3415
 KY3415.The geoid height was determined by GEOID03.
 KY3415
 KY3415;                    North         East     Units Scale Factor Converg.
 KY3415;SPC OH S     -   225,614.990   721,515.820   MT  0.99999810   +0 54 11.8
 KY3415;UTM  17      - 4,430,383.180   493,477.081   MT  0.99960052   -0 02 57.0
 KY3415
 KY3415                          SUPERSEDED SURVEY CONTROL
 KY3415
 KY3415  NAD 83(1986)-  40 01 25.09094(N)    081 04 35.19870(W) AD(       ) 4
 KY3415  NAD 27      -  40 01 24.84500(N)    081 04 35.82700(W) AD(       ) 3
 KY3415
 KY3415.Superseded values are not recommended for survey control.
 KY3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3415.See file dsdata.txt to determine how the superseded data were derived.
 KY3415
 KY3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME9347730383(NAD 83)
 KY3415_MARKER: 53 = ELEVATED TANK
 KY3415
 KY3415  HISTORY     - Date     Condition        Report By
 KY3415  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3415
 KY3415                          STATION DESCRIPTION
 KY3415
 KY3415'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3415'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED IN
 KY3415'THE NORTH PART OF
 KY3415'BETHESDA, AT THE NORTH END OF THE EXTENSION OF GAIL AVENUE.  IT IS
 KY3415'A 4 LEGGED STEEL STRUCTURE PAINTED
 KY3415'SILVER.  THE OVERALL HEIGHT IS 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2264 ***********************************************************************
 JX2264  DESIGNATION -  BETHLEHEM
 JX2264  PID         -  JX2264
 JX2264  STATE/COUNTY-  OH/MUSKINGUM
 JX2264  USGS QUAD   -  RURALDALE (1994)
 JX2264
 JX2264                         *CURRENT SURVEY CONTROL
 JX2264  ___________________________________________________________________
 JX2264* NAD 83(1995)-  39 48 09.05878(N)    081 51 26.69176(W)     ADJUSTED  
 JX2264* NAVD 88     -       336.9    (meters)    1105.     (feet)  GPS OBS   
 JX2264  ___________________________________________________________________
 JX2264  X           -     695,013.770 (meters)                     COMP
 JX2264  Y           -  -4,857,536.643 (meters)                     COMP
 JX2264  Z           -   4,061,358.054 (meters)                     COMP
 JX2264  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 JX2264  ELLIP HEIGHT-         302.92  (meters)          (10/07/05) GPS OBS
 JX2264  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JX2264
 JX2264  HORZ ORDER  -  FIRST
 JX2264  ELLP ORDER  -  FOURTH    CLASS I
 JX2264
 JX2264.The horizontal coordinates were established by GPS observations
 JX2264.and adjusted by the National Geodetic Survey in April 1998..
 JX2264
 JX2264.The orthometric height was determined by GPS observations and a
 JX2264.high-resolution geoid model.
 JX2264
 JX2264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX2264
 JX2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2264
 JX2264.The ellipsoidal height was determined by GPS observations
 JX2264.and is referenced to NAD 83.
 JX2264
 JX2264.The geoid height was determined by GEOID03.
 JX2264
 JX2264;                    North         East     Units Scale Factor Converg.
 JX2264;SPC OH S     -   200,302.062   655,028.084   MT  0.99996249   +0 24 27.8
 JX2264;UTM  17      - 4,406,190.419   426,600.464   MT  0.99966633   -0 32 56.0
 JX2264
 JX2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2264!SPC OH S     -   0.99995248  x   0.99996249  =   0.99991497
 JX2264!UTM  17      -   0.99995248  x   0.99966633  =   0.99961883
 JX2264
 JX2264                          SUPERSEDED SURVEY CONTROL
 JX2264
 JX2264  ELLIP H (04/01/98)  303.00   (m)                       GP(       ) 4 1
 JX2264  NAD 83(1986)-  39 48 09.06427(N)    081 51 26.69945(W) AD(       ) 1
 JX2264  NAD 83(1986)-  39 48 09.06359(N)    081 51 26.70141(W) AD(       ) 2
 JX2264  NGVD 29 (09/19/90)  337.1    (m)         1106.     (f) GPS OBS        
 JX2264
 JX2264.Superseded values are not recommended for survey control.
 JX2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2264.See file dsdata.txt to determine how the superseded data were derived.
 JX2264
 JX2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME2660006190(NAD 83)
 JX2264_MARKER: DD = SURVEY DISK
 JX2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2264_SP_SET: CONCRETE POST
 JX2264_STAMPING: GPS 09
 JX2264_MARK LOGO: OH-119
 JX2264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2264+STABILITY: SURFACE MOTION
 JX2264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2264+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1992
 JX2264
 JX2264  HISTORY     - Date     Condition        Report By
 JX2264  HISTORY     - 1989     MONUMENTED       OH-119
 JX2264  HISTORY     - 19921217 GOOD             OH-119
 JX2264
 JX2264                          STATION DESCRIPTION
 JX2264
 JX2264'DESCRIBED BY MUSKINGUM COUNTY OHIO 1989
 JX2264'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTES 60 AND
 JX2264'146, GO 21.3 KM (13.25 MI) SE ON ROUTE 60 TO THE JUNCTION OF COUNTY
 JX2264'ROAD 226 (BUTTERMILK ROAD),  TURN E ONTO ROAD 226 FOR 2.8 KM
 JX2264'(1.75 MI) TO THE JUNCTION OF COUNTY ROAD 69 (BETHLEHEM ROAD), TURN S
 JX2264'ONTO ROAD 69 FOR 1.1 KM (0.70 MI) TO THE MARK ON THE LEFT.
 JX2264'THE MARK IS SET FLUSH WITH THE GROUND IN A 0.2 M (0.7 FT) DIAMETER
 JX2264'CONCRETE MONUMENT.  IT IS 0.79 KM (0.50 MI) SE OF THE INTERSECTION OF
 JX2264'COUNTY ROAD 69 AND TOWNSHIP ROAD 229 (STAGECOACH LANE), 143 M
 JX2264'(469.2 FT) SE OF THE INTERSECTION OF COUNTY ROAD 69 AND A PRIVATE
 JX2264'DRIVE BY A SET OF OIL TANKS, 4.6 M (15.1 FT) NE OF THE CENTERLINE OF
 JX2264'ROAD 69, 3.2 M (10.5 FT) NW OF A STEEL PIPE AIR VENT FOR A GAS LINE,
 JX2264'0.79 M (2.6 FT) SW OF A WOVEN WIRE FENCE, 0.67 M (2.2 FT) SW OF A
 JX2264'WITNESS POST.
 JX2264
 JX2264                          STATION RECOVERY (1992)
 JX2264
 JX2264'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 JX2264'RECOVERED AS DESCRIBED.
 JX2264' 
 JX2264'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTES 60 AND
 JX2264'146, GO 21.3 KM (13.25 MI) SE ON ROUTE 60 TO THE JUNCTION OF COUNTY
 JX2264'ROAD 226 (BUTTERMILK ROAD), TURN E ONTO ROAD 226 FOR 2.8 KM (1.75 MI)
 JX2264'TO THE JUNCTION OF COUNTY ROAD 69 (BETHELEM ROAD), TURN S ONTO ROAD 69
 JX2264'FOR 1.1 KM (0.70 MI) TO THE MARK ON THE LEFT.
 JX2264' 
 JX2264'THE MARK IS SET FLUSH WITH THE GROUND IN A 0.2 M (0.7 FT) DIAMETER
 JX2264'CONCRETE MONUMENT. IT IS 0.79 KM (0.50 MI) (0.50) SE OF THE
 JX2264'INTERSECTION OF COUNTY ROAD 69 AND TOWNSHIP ROAD 229 (STAGECOACH
 JX2264'LANE), 143 M (469.2 FT) SE OF THE OIL TANKS, 44.6 M (146.3 FT) NE OF
 JX2264'THE CENTERLINE OF ROAD 69, 3.2 M (10.5 FT) NW OF A STEEL PIPE AIR VENT
 JX2264'FOR A GAS LINE, 0.79 M (2.59 FT) SW OF A WOVEN WIRE FENCE, 0.67 M
 JX2264'(2.20 FT) SW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1938 ***********************************************************************
 KZ1938  DESIGNATION -  BETHLEHEM SACRED HEART CROSS
 KZ1938  PID         -  KZ1938
 KZ1938  STATE/COUNTY-  OH/RICHLAND
 KZ1938  USGS QUAD   -  CRESTLINE (1982)
 KZ1938
 KZ1938                         *CURRENT SURVEY CONTROL
 KZ1938  ___________________________________________________________________
 KZ1938* NAD 83(1995)-  40 50 11.80482(N)    082 43 23.90552(W)     ADJUSTED  
 KZ1938* NAVD 88     -                                                        
 KZ1938  ___________________________________________________________________
 KZ1938  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 KZ1938  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KZ1938
 KZ1938  HORZ ORDER  -  THIRD
 KZ1938
 KZ1938.The horizontal coordinates were established by classical geodetic methods
 KZ1938.and adjusted by the National Geodetic Survey in April 1998..
 KZ1938
 KZ1938
 KZ1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1938
 KZ1938.The geoid height was determined by GEOID03.
 KZ1938
 KZ1938;                    North         East     Units Scale Factor Converg.
 KZ1938;SPC OH N     -   129,941.668   581,166.712   MT  0.99994723   -0 08 48.1
 KZ1938;UTM  17      - 4,522,048.779   354,706.710   MT  0.99985983   -1 07 37.5
 KZ1938
 KZ1938                          SUPERSEDED SURVEY CONTROL
 KZ1938
 KZ1938  NAD 83(1986)-  40 50 11.81009(N)    082 43 23.91861(W) AD(       ) 4
 KZ1938  NAD 27      -  40 50 11.60339(N)    082 43 24.27605(W) AD(       ) 3
 KZ1938
 KZ1938.Superseded values are not recommended for survey control.
 KZ1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1938.See file dsdata.txt to determine how the superseded data were derived.
 KZ1938
 KZ1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5470722049(NAD 83)
 KZ1938
 KZ1938  HISTORY     - Date     Condition        Report By
 KZ1938  HISTORY     - 1959     MONUMENTED       CGS
 KZ1938  HISTORY     - 1990     GOOD             USPSQD
 KZ1938
 KZ1938                          STATION DESCRIPTION
 KZ1938
 KZ1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1938'THE STATION IS THE CROSS AT THE TOP OF THE SPIRE ON THE SACRED
 KZ1938'HEART CATHOLIC
 KZ1938'CHURCH ABOUT 3 MILES SOUTHWEST OF SHELBY, 4 MILES NORTH-NORTHEAST OF
 KZ1938'CRESTLINE, ON THE NORTH SIDE OF
 KZ1938'STATE HIGHWAY 61.
 KZ1938'
 KZ1938'THE CHURCH IS A BRICK STRUCTURE AND HAS A LARGE SLENDER SPIRE
 KZ1938'ON THE SOUTH END
 KZ1938'OF THE ROOF.  IT IS ABOUT 125 FEET IN HEIGHT OVERALL.
 KZ1938
 KZ1938                          STATION RECOVERY (1990)
 KZ1938
 KZ1938'RECOVERY NOTE BY US POWER SQUADRON 1990 (DE)
 KZ1938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1205 ***********************************************************************
 HY1205  DESIGNATION -  BF
 HY1205  PID         -  HY1205
 HY1205  STATE/COUNTY-  OH/LAWRENCE
 HY1205  USGS QUAD   -  GALLIA (1975)
 HY1205
 HY1205                         *CURRENT SURVEY CONTROL
 HY1205  ___________________________________________________________________
 HY1205* NAD 83(1986)-  38 46 09.     (N)    082 33 33.     (W)     SCALED    
 HY1205* NAVD 88     -       281.358  (meters)     923.09   (feet)  ADJUSTED  
 HY1205  ___________________________________________________________________
 HY1205  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HY1205  DYNAMIC HT  -         281.180 (meters)     922.50  (feet)  COMP
 HY1205  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 HY1205
 HY1205  VERT ORDER  -  SECOND    CLASS 0
 HY1205
 HY1205.The horizontal coordinates were scaled from a topographic map and have
 HY1205.an estimated accuracy of +/- 6 seconds.
 HY1205
 HY1205.The orthometric height was determined by differential leveling
 HY1205.and adjusted by the National Geodetic Survey in June 1991..
 HY1205
 HY1205.The geoid height was determined by GEOID03.
 HY1205
 HY1205.The dynamic height is computed by dividing the NAVD 88
 HY1205.geopotential number by the normal gravity value computed on the
 HY1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1205.degrees latitude (g = 980.6199 gals.).
 HY1205
 HY1205.The modeled gravity was interpolated from observed gravity values.
 HY1205
 HY1205;                    North         East    Units  Estimated Accuracy
 HY1205;SPC OH S     -    85,390.      594,860.      MT  (+/- 180 meters Scaled)
 HY1205
 HY1205                          SUPERSEDED SURVEY CONTROL
 HY1205
 HY1205  NGVD 29 (??/??/92)  281.543  (m)          923.70   (f) ADJ UNCH    2 0
 HY1205
 HY1205.Superseded values are not recommended for survey control.
 HY1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1205.See file dsdata.txt to determine how the superseded data were derived.
 HY1205
 HY1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC645923(NAD 83)
 HY1205_MARKER: N = NAIL
 HY1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1205_SP_SET: OAK TREE ROOT
 HY1205_STAMPING: BF
 HY1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1205
 HY1205  HISTORY     - Date     Condition        Report By
 HY1205  HISTORY     - UNK      MONUMENTED       CGS
 HY1205  HISTORY     - 1958     GOOD             NGS
 HY1205
 HY1205                          STATION DESCRIPTION
 HY1205
 HY1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1205'7.2 MI NW FROM WATERLOO.
 HY1205'0.05 MILE NORTH ALONG STATE HIGHWAY 141 FROM THE BRIDGE OVER
 HY1205'SYMMES CREEK AT WATERLOO, THENCE 3.5 MILES NORTHWEST ALONG A
 HY1205'BLACKTOP AND GRAVEL ROAD, THENCE 3.7 MILES NORTHWEST ALONG A
 HY1205'GRAVEL ROAD, IN SECTION 5, T 5N, R 17W, ON THE WEST SLOPE OF A
 HY1205'SHORT HILL, ON THE OUTSIDE OF A CURVE WITH TANGENTS TO THE
 HY1205'EAST AND NORTHWEST AT THE JUNCTION OF A NARROW DIRT ROAD
 HY1205'SOUTHEAST, 8.8 FEET SOUTHEAST OF BENCH MARK L 217, 14 FEET
 HY1205'SOUTHWEST OF THE CENTER LINE OF THE ROAD SOUTHEAST, AND SET IN
 HY1205'THE TOP OF A NOTCH CUT IN THE TOP OF A ROOT ON THE WEST SIDE OF
 HY1205'A 16-INCH CROOKED WHITE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0181 ***********************************************************************
 KZ0181  DESIGNATION -  BG
 KZ0181  PID         -  KZ0181
 KZ0181  STATE/COUNTY-  OH/WAYNE
 KZ0181  USGS QUAD   -  NEW PITTSBURG (1978)
 KZ0181
 KZ0181                         *CURRENT SURVEY CONTROL
 KZ0181  ___________________________________________________________________
 KZ0181* NAD 83(1986)-  40 50 36.     (N)    082 06 02.     (W)     SCALED    
 KZ0181* NAVD 88     -       350.620  (meters)    1150.33   (feet)  ADJUSTED  
 KZ0181  ___________________________________________________________________
 KZ0181  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KZ0181  DYNAMIC HT  -         350.462 (meters)    1149.81  (feet)  COMP
 KZ0181  MODELED GRAV-     980,164.9   (mgal)                       NAVD 88
 KZ0181
 KZ0181  VERT ORDER  -  SECOND    CLASS 0
 KZ0181
 KZ0181.The horizontal coordinates were scaled from a topographic map and have
 KZ0181.an estimated accuracy of +/- 6 seconds.
 KZ0181
 KZ0181.The orthometric height was determined by differential leveling
 KZ0181.and adjusted by the National Geodetic Survey in June 1991..
 KZ0181
 KZ0181.The geoid height was determined by GEOID03.
 KZ0181
 KZ0181.The dynamic height is computed by dividing the NAVD 88
 KZ0181.geopotential number by the normal gravity value computed on the
 KZ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0181.degrees latitude (g = 980.6199 gals.).
 KZ0181
 KZ0181.The modeled gravity was interpolated from observed gravity values.
 KZ0181
 KZ0181;                    North         East    Units  Estimated Accuracy
 KZ0181;SPC OH N     -   130,740.      633,690.      MT  (+/- 180 meters Scaled)
 KZ0181
 KZ0181                          SUPERSEDED SURVEY CONTROL
 KZ0181
 KZ0181  NGVD 29 (??/??/92)  350.816  (m)         1150.97   (f) ADJ UNCH    2 0
 KZ0181
 KZ0181.Superseded values are not recommended for survey control.
 KZ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0181.See file dsdata.txt to determine how the superseded data were derived.
 KZ0181
 KZ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF072219(NAD 83)
 KZ0181_MARKER: DB = BENCH MARK DISK
 KZ0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0181_SP_SET: OAK TREE ROOT
 KZ0181_STAMPING: BG
 KZ0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0181
 KZ0181  HISTORY     - Date     Condition        Report By
 KZ0181  HISTORY     - UNK      MONUMENTED       CGS
 KZ0181  HISTORY     - 1959     GOOD             NGS
 KZ0181
 KZ0181                          STATION DESCRIPTION
 KZ0181
 KZ0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0181'0.3 MI N FROM NEW PITTSBURG.
 KZ0181'0.3 MILE NORTH ALONG COUNTY ROAD 149 FROM THE INTERSECTION OF
 KZ0181'U.S. HIGHWAY 250 AT NEW PITTSBURG, ABOUT 58 YARDS NORTH OF THE
 KZ0181'JUNCTION OF A DRIVE LEADING WEST TO A HOUSE THAT IS CONSTRUCTED
 KZ0181'OF BRICK ON THE LOWER HALF AND WOOD ON THE UPPER HALF AND HAS
 KZ0181'A BACKYARD SWIMMING POOL, 44 FEET NORTHWEST OF BENCH MARK W 238,
 KZ0181'38 FEET WEST OF THE CENTER LINE OF HIGHWAY, IN A NOTCH CUT IN
 KZ0181'TOP OF A LARGE ROOT ON THE EAST SIDE OF A 24-INCH BLACK OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0581 ***********************************************************************
 JY0581  DESIGNATION -  BG=NAIL
 JY0581  PID         -  JY0581
 JY0581  STATE/COUNTY-  OH/JACKSON
 JY0581  USGS QUAD   -  BYER (1983)
 JY0581
 JY0581                         *CURRENT SURVEY CONTROL
 JY0581  ___________________________________________________________________
 JY0581* NAD 83(1986)-  39 08 12.     (N)    082 44 31.     (W)     SCALED    
 JY0581* NAVD 88     -       215.552  (meters)     707.19   (feet)  ADJUSTED  
 JY0581  ___________________________________________________________________
 JY0581  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JY0581  DYNAMIC HT  -         215.418 (meters)     706.75  (feet)  COMP
 JY0581  MODELED GRAV-     980,001.7   (mgal)                       NAVD 88
 JY0581
 JY0581  VERT ORDER  -  SECOND    CLASS 0
 JY0581
 JY0581.The horizontal coordinates were scaled from a topographic map and have
 JY0581.an estimated accuracy of +/- 6 seconds.
 JY0581
 JY0581.The orthometric height was determined by differential leveling
 JY0581.and adjusted by the National Geodetic Survey in June 1991..
 JY0581
 JY0581.The geoid height was determined by GEOID03.
 JY0581
 JY0581.The dynamic height is computed by dividing the NAVD 88
 JY0581.geopotential number by the normal gravity value computed on the
 JY0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0581.degrees latitude (g = 980.6199 gals.).
 JY0581
 JY0581.The modeled gravity was interpolated from observed gravity values.
 JY0581
 JY0581;                    North         East    Units  Estimated Accuracy
 JY0581;SPC OH S     -   126,210.      579,080.      MT  (+/- 180 meters Scaled)
 JY0581
 JY0581                          SUPERSEDED SURVEY CONTROL
 JY0581
 JY0581  NGVD 29 (??/??/92)  215.724  (m)          707.75   (f) ADJ UNCH    2 0
 JY0581
 JY0581.Superseded values are not recommended for survey control.
 JY0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0581.See file dsdata.txt to determine how the superseded data were derived.
 JY0581
 JY0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD494333(NAD 83)
 JY0581_MARKER: N = NAIL
 JY0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0581_SP_SET: MAPLE TREE ROOT
 JY0581_STAMPING: BG
 JY0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0581
 JY0581  HISTORY     - Date     Condition        Report By
 JY0581  HISTORY     - UNK      MONUMENTED       CGS
 JY0581  HISTORY     - 1958     GOOD             CGS
 JY0581
 JY0581                          STATION DESCRIPTION
 JY0581
 JY0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0581'1 MI NE FROM LIMERICK.
 JY0581'1.05 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE ROAD JUNCTION
 JY0581'AT LIMERICK, 0.85 MILE NORTHEAST OF A CEMETERY, 1.0 MILE SOUTHWEST
 JY0581'OF A 75-FOOT BRIDGE OVER LITTLE SALT CREEK, AT A DRIVE THRU
 JY0581'BOARD GATE, A COPPER NAIL AND WASHER IN A NOTCH CUT IN THE TOP OF
 JY0581'ROOT ON THE SOUTH SIDE OF THE SECOND MAPLE TREE SOUTH OF A BARN,
 JY0581'AND 8.5 FEET SOUTH-SOUTHEAST OF BM S 218.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7172 ***********************************************************************
 DG7172  CBN         -  This is a Cooperative Base Network Control Station.
 DG7172  DESIGNATION -  BGW2
 DG7172  PID         -  DG7172
 DG7172  STATE/COUNTY-  OH/WOOD
 DG7172  USGS QUAD   -  DUNBRIDGE (1994)
 DG7172
 DG7172                         *CURRENT SURVEY CONTROL
 DG7172  ___________________________________________________________________
 DG7172* NAD 83(1995)-  41 23 00.14670(N)    083 36 44.33628(W)     ADJUSTED  
 DG7172* NAVD 88     -       204.4    (meters)     671.     (feet)  GPS OBS   
 DG7172  ___________________________________________________________________
 DG7172  X           -     533,210.908 (meters)                     COMP
 DG7172  Y           -  -4,762,924.186 (meters)                     COMP
 DG7172  Z           -   4,194,574.270 (meters)                     COMP
 DG7172  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DG7172  ELLIP HEIGHT-         169.09  (meters)          (09/23/04) GPS OBS
 DG7172  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 DG7172
 DG7172  HORZ ORDER  -  A
 DG7172  ELLP ORDER  -  FOURTH    CLASS I
 DG7172
 DG7172.The horizontal coordinates were established by GPS observations
 DG7172.and adjusted by the National Geodetic Survey in September 2004..
 DG7172
 DG7172.The orthometric height was determined by GPS observations and a
 DG7172.high-resolution geoid model.
 DG7172
 DG7172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7172
 DG7172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7172
 DG7172.The ellipsoidal height was determined by GPS observations
 DG7172.and is referenced to NAD 83.
 DG7172
 DG7172.The geoid height was determined by GEOID03.
 DG7172
 DG7172;                    North         East     Units Scale Factor Converg.
 DG7172;SPC OH N     -   191,228.560   506,966.252   MT  0.99995428   -0 43 50.6
 DG7172;UTM  17      - 4,584,609.802   281,568.521   MT  1.00018722   -1 43 39.6
 DG7172
 DG7172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7172!SPC OH N     -   0.99997348  x   0.99995428  =   0.99992776
 DG7172!UTM  17      -   0.99997348  x   1.00018722  =   1.00016069
 DG7172
 DG7172                          SUPERSEDED SURVEY CONTROL
 DG7172
 DG7172.No superseded survey control is available for this station.
 DG7172
 DG7172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF8156984610(NAD 83)
 DG7172_MARKER: DD = SURVEY DISK
 DG7172_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DG7172_SP_SET: PUMP STATION
 DG7172_STAMPING: BGW2 NGS FPS 2003
 DG7172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7172+STABILITY: POSITION/ELEVATION WELL
 DG7172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7172+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7172
 DG7172  HISTORY     - Date     Condition        Report By
 DG7172  HISTORY     - 2003     MONUMENTED       LOCENG
 DG7172
 DG7172                          STATION DESCRIPTION
 DG7172
 DG7172'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (DWH)
 DG7172'THE STATION IS LOCATED ABOUT 1.5  MI EAST OF THE CITY OF BOWLING
 DG7172'GREEN, AT THE WASTE  WATER TREATMENT PLANT, JUST EAST OF THE
 DG7172'INTERSTATE HIGHWAY 75 RIGHT-OF-WAY.
 DG7172' 
 DG7172'TO REACH FROM THE JUNCTION OF I-75 (EXIT 181) AND STATE ROUTE 64
 DG7172'(WOOSTER ST),  ABOUT 2 MI  EAST OF BOWLING GREEN, GO EAST FOR 0.2 MI
 DG7172'ON ROUTE 64 TO DUNBRIDGE RD, TURN LEFT AND GO  NORTH FOR 0.5 MI ON
 DG7172'DUNBRIDGE RD TO THE WASTE WATER TREATMENT AND THE STATION ON THE
 DG7172'LEFT.
 DG7172' 
 DG7172'THE STATION IS SET IN THE EAST EDGE OF A CIRCULAR CONCRETE STRUCTURE,
 DG7172'FLUSH WITH  THE GROUND, JUST EAST OF THE SOUTHERN ONE OF TWO MUCH
 DG7172'LARGER CIRCULAR STRUCTURES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0020 ***********************************************************************
 KZ0020  DESIGNATION -  BH
 KZ0020  PID         -  KZ0020
 KZ0020  STATE/COUNTY-  OH/WAYNE
 KZ0020  USGS QUAD   -  WEST SALEM (1981)
 KZ0020
 KZ0020                         *CURRENT SURVEY CONTROL
 KZ0020  ___________________________________________________________________
 KZ0020* NAD 83(1986)-  40 52 51.     (N)    082 00 49.     (W)     SCALED    
 KZ0020* NAVD 88     -       274.755  (meters)     901.43   (feet)  ADJUSTED  
 KZ0020  ___________________________________________________________________
 KZ0020  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KZ0020  DYNAMIC HT  -         274.632 (meters)     901.02  (feet)  COMP
 KZ0020  MODELED GRAV-     980,168.4   (mgal)                       NAVD 88
 KZ0020
 KZ0020  VERT ORDER  -  SECOND    CLASS 0
 KZ0020
 KZ0020.The horizontal coordinates were scaled from a topographic map and have
 KZ0020.an estimated accuracy of +/- 6 seconds.
 KZ0020
 KZ0020.The orthometric height was determined by differential leveling
 KZ0020.and adjusted by the National Geodetic Survey in June 1991..
 KZ0020
 KZ0020.The geoid height was determined by GEOID03.
 KZ0020
 KZ0020.The dynamic height is computed by dividing the NAVD 88
 KZ0020.geopotential number by the normal gravity value computed on the
 KZ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0020.degrees latitude (g = 980.6199 gals.).
 KZ0020
 KZ0020.The modeled gravity was interpolated from observed gravity values.
 KZ0020
 KZ0020;                    North         East    Units  Estimated Accuracy
 KZ0020;SPC OH N     -   134,940.      640,990.      MT  (+/- 180 meters Scaled)
 KZ0020
 KZ0020                          SUPERSEDED SURVEY CONTROL
 KZ0020
 KZ0020  NGVD 29 (??/??/92)  274.962  (m)          902.10   (f) ADJ UNCH    2 0
 KZ0020
 KZ0020.Superseded values are not recommended for survey control.
 KZ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0020.See file dsdata.txt to determine how the superseded data were derived.
 KZ0020
 KZ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF146260(NAD 83)
 KZ0020_MARKER: N = NAIL
 KZ0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0020_SP_SET: ELM TREE ROOT
 KZ0020_STAMPING: BH
 KZ0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0020
 KZ0020  HISTORY     - Date     Condition        Report By
 KZ0020  HISTORY     - UNK      MONUMENTED       CGS
 KZ0020  HISTORY     - 1959     GOOD             NGS
 KZ0020
 KZ0020                          STATION DESCRIPTION
 KZ0020
 KZ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0020'1.2 MI N FROM OVERTON.
 KZ0020'1.15 MILES NORTH ALONG COUNTY ROAD 186 FROM THE JUNCTION OF COUNTY
 KZ0020'ROAD 22 AT OVERTON, 0.7 MILE SOUTH OF A 15-FOOT CONCRETE BRIDGE
 KZ0020'OVER A SMALL STREAM, AT THE JUNCTION OF A FARM ROAD LEADING EAST,
 KZ0020'AND SET IN A NOTCH IN THE TOP OF ROOT ON THE NORTH SIDE OF A
 KZ0020'36-INCH ELM TREE, 9.8 FEET NORTHWEST OF BM K 239.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7220 ***********************************************************************
 DF7220  DESIGNATION -  BH27
 DF7220  PID         -  DF7220
 DF7220  STATE/COUNTY-  OH/MEDINA
 DF7220  USGS QUAD   -  MEDINA (1994)
 DF7220
 DF7220                         *CURRENT SURVEY CONTROL
 DF7220  ___________________________________________________________________
 DF7220* NAD 83(1995)-  41 12 33.18620(N)    081 50 30.45767(W)     ADJUSTED  
 DF7220* NAVD 88     -       335.0    (meters)    1099.     (feet)  GPS OBS   
 DF7220  ___________________________________________________________________
 DF7220  X           -     681,939.658 (meters)                     COMP
 DF7220  Y           -  -4,756,910.103 (meters)                     COMP
 DF7220  Z           -   4,180,129.418 (meters)                     COMP
 DF7220  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DF7220  ELLIP HEIGHT-         301.23  (meters)          (10/07/05) GPS OBS
 DF7220  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DF7220
 DF7220  HORZ ORDER  -  FIRST
 DF7220  ELLP ORDER  -  FOURTH    CLASS II
 DF7220
 DF7220.The horizontal coordinates were established by GPS observations
 DF7220.and adjusted by the TERRASURV in August 2003..
 DF7220
 DF7220.The orthometric height was determined by GPS observations and a
 DF7220.high-resolution geoid model.
 DF7220
 DF7220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7220
 DF7220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7220
 DF7220.The ellipsoidal height was determined by GPS observations
 DF7220.and is referenced to NAD 83.
 DF7220
 DF7220.The geoid height was determined by GEOID03.
 DF7220
 DF7220;                    North         East     Units Scale Factor Converg.
 DF7220;SPC OH N     -   171,502.928   655,199.102   MT  0.99994218   +0 25 56.7
 DF7220;UTM  17      - 4,562,324.268   429,427.851   MT  0.99966129   -0 33 16.6
 DF7220
 DF7220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7220!SPC OH N     -   0.99995275  x   0.99994218  =   0.99989494
 DF7220!UTM  17      -   0.99995275  x   0.99966129  =   0.99961406
 DF7220
 DF7220                          SUPERSEDED SURVEY CONTROL
 DF7220
 DF7220  ELLIP H (08/20/03)  301.25   (m)                       GP(       ) 4 2
 DF7220
 DF7220.Superseded values are not recommended for survey control.
 DF7220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7220.See file dsdata.txt to determine how the superseded data were derived.
 DF7220
 DF7220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2942862324(NAD 83)
 DF7220_MARKER: DD = SURVEY DISK
 DF7220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF7220_SP_SET: CONCRETE METER VAULT
 DF7220_STAMPING: BH27 2000
 DF7220_MARK LOGO: NONE  
 DF7220_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7220+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DF7220
 DF7220  HISTORY     - Date     Condition        Report By
 DF7220  HISTORY     - 2000     MONUMENTED       OH-103
 DF7220
 DF7220                          STATION DESCRIPTION
 DF7220
 DF7220'DESCRIBED BY MEDINA COUNTY OHIO 2000 (MAJ)
 DF7220'DESCRIBED BY MEDINA COUNTY SANITARY ENGINEER 2000
 DF7220'STATION IS LOCATED ON THE SOUTH EDGE OF BRUNSWICK CITY, IN MEDINA
 DF7220'COUNTY, OHIO, BRUNSWICK HILLS TOWNSHIP, TRACT 1, LOT 24.
 DF7220'OWNERSHIP--MEDINA COUNTY SANITARY ENGINEER EASEMENT.
 DF7220' 
 DF7220'TO REACH FROM THE INTERSECTION OF INTERSTATE 71 AND S.R. 303 IN
 DF7220'BRUNSWICK, GO WEST ON S.R. 303 2.2 MI TO ITS INTERSECTION WITH S.R.
 DF7220'42, TURN LEFT AND GO SOUTH ON S.R. 42 2.0 MI TO ITS INTERSECTION WITH
 DF7220'TOWNSHIP ROAD 137 (KINGSBURY ROAD) AND THE STATION IN THE
 DF7220'SOUTHWEST CORNER OF THE INTERSECTION.
 DF7220' 
 DF7220'THE STATION MARK IS A STANDARD MEDINA COUNTY SANITARY ENGINEER
 DF7220'GPS SURVEY 3.5 INCH DIA BRONZE DISK STAMPED --BH27 2000-- SET IN THE
 DF7220'SOUTHWEST CORNER OF THE TOP OF A 17 FT BY 10 FT PRECAST CONCRETE
 DF7220'UNDERGROUND METER VAULT, SET FLUSH WITH THE SURFACE. STATION IS
 DF7220'93.0 FT SOUTH OF KINGSBURY ROAD, 42.3 FT WEST OF S.R. 42, AND 2.0 FT
 DF7220'NORTH OF AN ORANGE CARSONITE WITNESS POST, IN THE SOUTHWEST
 DF7220'CORNER OF THE SOUTH METER VAULT.
 DF7220' 
 DF7220'NO REFERENCE MARKS OR AZIMUTH MARKS WERE SET FOR THIS STATION.
 DF7220' 
 DF7220' 
 DF7220'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0664 ***********************************************************************
 JY0664  DESIGNATION -  BH=NAIL
 JY0664  PID         -  JY0664
 JY0664  STATE/COUNTY-  OH/JACKSON
 JY0664  USGS QUAD   -  WELLSTON (1995)
 JY0664
 JY0664                         *CURRENT SURVEY CONTROL
 JY0664  ___________________________________________________________________
 JY0664* NAD 83(1986)-  39 01 01.     (N)    082 30 21.     (W)     SCALED    
 JY0664* NAVD 88     -       200.086  (meters)     656.45   (feet)  ADJUSTED  
 JY0664  ___________________________________________________________________
 JY0664  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JY0664  DYNAMIC HT  -         199.959 (meters)     656.03  (feet)  COMP
 JY0664  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 JY0664
 JY0664  VERT ORDER  -  SECOND    CLASS 0
 JY0664
 JY0664.The horizontal coordinates were scaled from a topographic map and have
 JY0664.an estimated accuracy of +/- 6 seconds.
 JY0664
 JY0664.The orthometric height was determined by differential leveling
 JY0664.and adjusted by the National Geodetic Survey in June 1991..
 JY0664
 JY0664.The geoid height was determined by GEOID03.
 JY0664
 JY0664.The dynamic height is computed by dividing the NAVD 88
 JY0664.geopotential number by the normal gravity value computed on the
 JY0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0664.degrees latitude (g = 980.6199 gals.).
 JY0664
 JY0664.The modeled gravity was interpolated from observed gravity values.
 JY0664
 JY0664;                    North         East    Units  Estimated Accuracy
 JY0664;SPC OH S     -   112,890.      599,500.      MT  (+/- 180 meters Scaled)
 JY0664
 JY0664                          SUPERSEDED SURVEY CONTROL
 JY0664
 JY0664  NGVD 29 (??/??/92)  200.264  (m)          657.03   (f) ADJ UNCH    2 0
 JY0664
 JY0664.Superseded values are not recommended for survey control.
 JY0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0664.See file dsdata.txt to determine how the superseded data were derived.
 JY0664
 JY0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD696197(NAD 83)
 JY0664_MARKER: N = NAIL
 JY0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0664_SP_SET: NOTCH IN ELM TREE TRUNK
 JY0664_STAMPING: BH
 JY0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0664
 JY0664  HISTORY     - Date     Condition        Report By
 JY0664  HISTORY     - UNK      MONUMENTED       CGS
 JY0664  HISTORY     - 1958     GOOD             CGS
 JY0664
 JY0664                          STATION DESCRIPTION
 JY0664
 JY0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0664'1 MI E FROM RIDGELAND.
 JY0664'1.0 MILE EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF STATE
 JY0664'HIGHWAY 327 AT RIDGELAND, ABOUT 0.1 MILE NORTHWEST OF JUNCTION
 JY0664'OF A ROAD NORTH, ABOUT 1.05 MILE NORTHWEST OF A 40-FOOT BRIDGE,
 JY0664'NEAR THE CENTER OF A LONG SW CURVE, IS A NAIL AND WASHER IN
 JY0664'A NOTCH CUT IN THE SLOPING PORTION OF THE TRUNK OF AN ELM TREE
 JY0664'WITH FOUR 10-INCH TRUNKS, 14.3 FEET NORTHWEST OF BENCH MARK
 JY0664'M 221.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2982 ***********************************************************************
 JZ2982  DESIGNATION -  BILL
 JZ2982  PID         -  JZ2982
 JZ2982  STATE/COUNTY-  OH/MONTGOMERY
 JZ2982  USGS QUAD   -  TROTWOOD (1992)
 JZ2982
 JZ2982                         *CURRENT SURVEY CONTROL
 JZ2982  ___________________________________________________________________
 JZ2982* NAD 83(1995)-  39 49 06.00492(N)    084 22 01.49996(W)     ADJUSTED  
 JZ2982* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 JZ2982  ___________________________________________________________________
 JZ2982  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 JZ2982  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JZ2982
 JZ2982  HORZ ORDER  -  FIRST
 JZ2982
 JZ2982.The horizontal coordinates were established by classical geodetic methods
 JZ2982.and adjusted by the National Geodetic Survey in May 1999..
 JZ2982
 JZ2982.The orthometric height was scaled from a topographic map.
 JZ2982
 JZ2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2982
 JZ2982.The geoid height was determined by GEOID03.
 JZ2982
 JZ2982;                    North         East     Units Scale Factor Converg.
 JZ2982;SPC OH S     -   203,515.110   440,157.907   MT  0.99996454   -1 11 04.9
 JZ2982;UTM  16      - 4,410,911.411   725,353.850   MT  1.00022526   +1 41 12.2
 JZ2982
 JZ2982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2982!SPC OH S     -   0.99995880  x   0.99996454  =   0.99992334
 JZ2982!UTM  16      -   0.99995880  x   1.00022526  =   1.00018405
 JZ2982
 JZ2982|---------------------------------------------------------------------|
 JZ2982| PID    Reference Object                     Distance      Geod. Az  |
 JZ2982|                                                           dddmmss.s |
 JZ2982| JZ3010 ROSS                                293.241 METERS 00103     |
 JZ2982| JZ3008 OAK                                 APPROX. 0.5 KM 1790741.6 |
 JZ2982|---------------------------------------------------------------------|
 JZ2982
 JZ2982                          SUPERSEDED SURVEY CONTROL
 JZ2982
 JZ2982  NAD 83(1995)-  39 49 06.00565(N)    084 22 01.50392(W) AD(       ) 1
 JZ2982  NAD 83(1986)-  39 49 06.01822(N)    084 22 01.50494(W) AD(       ) 1
 JZ2982  NAD 27      -  39 49 05.81500(N)    084 22 01.69500(W) AD(       ) 1
 JZ2982
 JZ2982.Superseded values are not recommended for survey control.
 JZ2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2982.See file dsdata.txt to determine how the superseded data were derived.
 JZ2982
 JZ2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2535410911(NAD 83)
 JZ2982_MARKER: DS = TRIANGULATION STATION DISK
 JZ2982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2982_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ2982_STAMPING: BILL 1927
 JZ2982_MARK LOGO: CGS   
 JZ2982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2982+STABILITY: SURFACE MOTION
 JZ2982
 JZ2982  HISTORY     - Date     Condition        Report By
 JZ2982  HISTORY     - 1927     MONUMENTED       CGS
 JZ2982  HISTORY     - 1946     GOOD             CGS
 JZ2982  HISTORY     - 1967     GOOD             OH2090
 JZ2982
 JZ2982                          STATION DESCRIPTION
 JZ2982
 JZ2982'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ2982'STATION IS AT AIR HILL, 118 METERS (387. FEET) S OF THE CENTER OF THE
 JZ2982'PENNSYLVANIA RIALROAD TRACK, AND 3.1 METERS (10.1 FEET) W OF THE
 JZ2982'CENTER LINE OF THE DIAMOND MILL RANGE ROAD.  IT IS 2.5 METERS (8.1
 JZ2982'FEET) E OF A MAPLE TREE, AND 5.8 METERS (19.1 FEET) S OF THE
 JZ2982'CENTER LINE OF A DRIVEWAY.
 JZ2982'
 JZ2982'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 JZ2982'
 JZ2982'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 JZ2982
 JZ2982                          STATION RECOVERY (1946)
 JZ2982
 JZ2982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (GBG)
 JZ2982'ABOUT 3-1/2 MILES NW OF TROTWOOD ALONG THE PENNSYLVANIA RAILROAD, 118
 JZ2982'METERS (387 FEET) S OF THE CROSSING OF DIAMOND MILL ROAD AND THE
 JZ2982'RAILROAD AT AIR HILL, ABOUT 100 FEET S OF THE INTERSECTION OF DIAMOND
 JZ2982'MILL ROAD AND SHILOH SPRINGS ROAD, 5.8 METERS (19.1 FEET) S OF
 JZ2982'THE CENTER LINE OF A DRIVEWAY, ABOUT 12 FEET W OF THE CENTER LINE OF
 JZ2982'DIAMOND MILL ROAD, AND 2.5 METERS (8.1 FEET) E OF THE N ONE OF A
 JZ2982'ROW OF FOUR MAPLE TREES.  IT IS MARKED BY A BRONZE DISK IN TOP OF
 JZ2982'CONCRETE, ABOUT 6 INCHES BELOW THE SURFACE, AND STAMPED BILL 1927.
 JZ2982'STATION IN GOOD CONDITION.
 JZ2982
 JZ2982                          STATION RECOVERY (1967)
 JZ2982
 JZ2982'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (RCB)
 JZ2982'BILL 1927 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1410 ***********************************************************************
 MC1410  DESIGNATION -  BILL
 MC1410  PID         -  MC1410
 MC1410  STATE/COUNTY-  OH/HENRY
 MC1410  USGS QUAD   -  MC CLURE (1971)
 MC1410
 MC1410                         *CURRENT SURVEY CONTROL
 MC1410  ___________________________________________________________________
 MC1410* NAD 83(1995)-  41 19 26.71493(N)    083 54 44.43974(W)     ADJUSTED  
 MC1410* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1410  ___________________________________________________________________
 MC1410  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 MC1410  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 MC1410
 MC1410  HORZ ORDER  -  THIRD
 MC1410
 MC1410.The horizontal coordinates were established by classical geodetic methods
 MC1410.and adjusted by the National Geodetic Survey in April 1998..
 MC1410
 MC1410.The orthometric height was scaled from a topographic map.
 MC1410
 MC1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1410
 MC1410.The geoid height was determined by GEOID03.
 MC1410
 MC1410;                    North         East     Units Scale Factor Converg.
 MC1410;SPC OH N     -   185,008.534   481,767.281   MT  0.99994913   -0 55 40.2
 MC1410;UTM  17      - 4,578,827.230   256,257.427   MT  1.00033122   -1 55 26.5
 MC1410
 MC1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1410!SPC OH N     -   0.99997297  x   0.99994913  =   0.99992210
 MC1410!UTM  17      -   0.99997297  x   1.00033122  =   1.00030418
 MC1410
 MC1410                          SUPERSEDED SURVEY CONTROL
 MC1410
 MC1410  NAD 83(1995)-  41 19 26.72304(N)    083 54 44.44470(W) AD(       ) 3
 MC1410  NAD 83(1986)-  41 19 26.72510(N)    083 54 44.45052(W) AD(       ) 3
 MC1410  NAD 27      -  41 19 26.54200(N)    083 54 44.65900(W) AD(       ) 3
 MC1410
 MC1410.Superseded values are not recommended for survey control.
 MC1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1410.See file dsdata.txt to determine how the superseded data were derived.
 MC1410
 MC1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5625778827(NAD 83)
 MC1410_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1410_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1410_STAMPING: BILL 1947
 MC1410_MARK LOGO: CGS   
 MC1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1410+STABILITY: SURFACE MOTION
 MC1410
 MC1410  HISTORY     - Date     Condition        Report By
 MC1410  HISTORY     - 1947     MONUMENTED       CGS
 MC1410  HISTORY     - 1963     GOOD             CGS
 MC1410
 MC1410                          STATION DESCRIPTION
 MC1410
 MC1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1410'THE STATION IS LOCATED 1-3/4 MILES NORTH AND 1-1/2 MILES EAST OF
 MC1410'WESTHOPE ON THE
 MC1410'EPHRAIM R. LYTLE FARM.  IT IS LOCATED ON THE WEST BANK OF THE NS
 MC1410'DITCH THAT MARKS THE
 MC1410'EASTERN PROPERTY LINE AND THE 1/2 MILE NS LAND SUBDIVISION
 MC1410'LINE OF SEC. 11, RICHFIELD TOWNSHIP.
 MC1410'IT IS ON THE NS FENCE LINE,
 MC1410'AND 0.7 M. SOUTH OF THE 1/4 MILE EW FENCE LINE EXTENDED.
 MC1410'IT IS 132.2 M.  NORTH
 MC1410'OF THE EW FENCE WHICH IS SOUTH OF THE STATION.
 MC1410'
 MC1410'STATION IS 3.8 METERS W OF THE CENTERLINE OF NS DITCH.
 MC1410'
 MC1410'A STANDARD DISK STAMPED BILL 1947 SET IN THE TOP OF A 12- BY 12-INCH
 MC1410'CONCRETE POST.
 MC1410'THE TOP OF THE POST IS FLUSH WITH THE GROUND.
 MC1410
 MC1410                          STATION RECOVERY (1963)
 MC1410
 MC1410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1410'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1410'EXCEPTION--
 MC1410'
 MC1410'THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA
 MC1410'TARGET 7 FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1740 ***********************************************************************
 MD1740  DESIGNATION -  BILLINGS
 MD1740  PID         -  MD1740
 MD1740  STATE/COUNTY-  OH/FULTON
 MD1740  USGS QUAD   -  LYONS (1977)
 MD1740
 MD1740                         *CURRENT SURVEY CONTROL
 MD1740  ___________________________________________________________________
 MD1740* NAD 83(1995)-  41 38 31.80404(N)    084 00 04.52263(W)     ADJUSTED  
 MD1740* NAVD 88     -       232.87   (+/-2cm)     764.0    (feet)  VERTCON   
 MD1740  ___________________________________________________________________
 MD1740  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 MD1740  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 MD1740
 MD1740  HORZ ORDER  -  FIRST
 MD1740  VERT ORDER  -  THIRD ? (See Below)
 MD1740
 MD1740.The horizontal coordinates were established by classical geodetic methods
 MD1740.and adjusted by the National Geodetic Survey in April 1998..
 MD1740
 MD1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1740.The vertical order pertains to the NGVD 29 superseded value.
 MD1740
 MD1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1740
 MD1740.The geoid height was determined by GEOID03.
 MD1740
 MD1740;                    North         East     Units Scale Factor Converg.
 MD1740;SPC OH N     -   220,453.486   474,932.885   MT  0.99998936   -0 59 10.5
 MD1740;UTM  16      - 4,614,392.680   749,748.845   MT  1.00036765   +1 59 37.0
 MD1740;UTM  17      - 4,614,399.968   250,041.874   MT  1.00036893   -1 59 43.1
 MD1740
 MD1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1740!SPC OH N     -   0.99996898  x   0.99998936  =   0.99995834
 MD1740!UTM  16      -   0.99996898  x   1.00036765  =   1.00033662
 MD1740!UTM  17      -   0.99996898  x   1.00036893  =   1.00033790
 MD1740
 MD1740:                Primary Azimuth Mark                     Grid Az
 MD1740:SPC OH N     -  METAMORA MUNICIPAL TANK                  045 41 42.1
 MD1740:UTM  16      -  METAMORA MUNICIPAL TANK                  042 42 54.6
 MD1740:UTM  17      -  METAMORA MUNICIPAL TANK                  046 42 14.7
 MD1740
 MD1740|---------------------------------------------------------------------|
 MD1740| PID    Reference Object                     Distance      Geod. Az  |
 MD1740|                                                           dddmmss.s |
 MD1740| MC1524 METAMORA MUNICIPAL TANK             APPROX.10.7 KM 0444231.6 |
 MD1740| MC1523 SWANTON MUNICIPAL TANK              APPROX.10.9 KM 1205342.5 |
 MD1740| CE5761 BILLINGS RM 1                        35.966 METERS 15748     |
 MD1740| MC1522 DELTA PET MILK CO STACK             APPROX. 7.8 KM 1773139.9 |
 MD1740| MD1741 DELTA MUNICIPAL TANK                APPROX. 6.5 KM 1822706.5 |
 MD1740| CE5760 BILLINGS AZ MK                                     2450930.8 |
 MD1740| CE5762 BILLINGS RM 2                        31.616 METERS 30537     |
 MD1740|---------------------------------------------------------------------|
 MD1740
 MD1740                          SUPERSEDED SURVEY CONTROL
 MD1740
 MD1740  NAD 83(1995)-  41 38 31.80404(N)    084 00 04.52244(W) AD(       ) 1
 MD1740  NAD 83(1986)-  41 38 31.81351(N)    084 00 04.53574(W) AD(       ) 1
 MD1740  NAD 27      -  41 38 31.62800(N)    084 00 04.73200(W) AD(       ) 1
 MD1740  NGVD 29 (07/19/86)  233.04   (m)          764.6    (f) LEVELING    3  
 MD1740
 MD1740.Superseded values are not recommended for survey control.
 MD1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1740.See file dsdata.txt to determine how the superseded data were derived.
 MD1740
 MD1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4974914393(NAD 83)
 MD1740_MARKER: Z = SEE DESCRIPTION
 MD1740_SETTING: 0 = UNSPECIFIED SETTING
 MD1740
 MD1740  HISTORY     - Date     Condition        Report By
 MD1740  HISTORY     - 1943     MONUMENTED       CGS
 MD1740
 MD1740                          STATION DESCRIPTION
 MD1740
 MD1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD1740'STATION IS LOCATED
 MD1740'ABOUT 5.0 MILES BY
 MD1740'ROAD N OF DELTA, AT THE MT. PLEASANT CHURCH
 MD1740'CROSSROADS.  THE MARK IS SET IN THE
 MD1740'NE CORNER OF AN APPLE ORCHARD
 MD1740'AND ABOUT 140 YARDS N OF MRS. BILLINGS HOUSE.  IT IS
 MD1740'76.12 FEET
 MD1740'SW OF THE CENTER POINT OF THE CROSSROADS, 42.3 FEET W OF A N-S FENCE
 MD1740'AND 17.6 FEET S OF
 MD1740'A STANDARD REFERENCE POST WHICH WAS PLACED IN
 MD1740'THE E-W FENCELINE.  THE DISK IS
 MD1740'STAMPED BILLINGS 1943 AND IS 14
 MD1740'INCHES BELOW THE SURFACE OF THE GROUND.
 MD1740'
 MD1740'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MD1740'DISKS SET IN
 MD1740'CONCRETE.
 MD1740'
 MD1740'REFERENCE MARK 1 IS 118.00 FEET SSE OF THE STATION AND 25 FEET
 MD1740'W OF THE N-S ROAD.
 MD1740'THE DISK IS STAMPED BILLINGS NO 1 1943.
 MD1740'
 MD1740'REFERENCE MARK 2 IS 103.73 FEET NW OF THE STATION.  IT IS
 MD1740'23 FEET N OF THE
 MD1740'CENTER LINE OF THE E-W ROAD AND 15 FEET W OF THE
 MD1740'CENTER OF A BOARD GATE.  THE DISK
 MD1740'IS STAMPED BILLINGS NO 2 1943.
 MD1740'
 MD1740'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILES WSW OF THE STATION.
 MD1740'IT IS 21.5 FEET W
 MD1740'OF THE CENTER LINE OF A GRAVELED ROAD, 2 FEET N
 MD1740'OF A TELEPHONE POLE AND 1.4 FEET S
 MD1740'OF A STANDARD REFERENCE POST.
 MD1740'THE DISK IS STAMPED BILLINGS 1943.  TO REACH THE
 MD1740'AZIMUTH MARK
 MD1740'FROM THE STATION GO W ON THE MACADAM ROAD FOR 0.75 MILE TO A
 MD1740'GRAVELED ROAD
 MD1740'LEFT, TURN LEFT AND GO 0.35 MILE TO THE MARK ON THE
 MD1740'RIGHT.
 MD1740'
 MD1740'TO REACH THE STATION FROM THE POST OFFICE IN DELTA GO N FOR
 MD1740'0.6 MILE, TURN
 MD1740'RIGHT AND FOLLOW A MACADAM ROAD N FOR 2.5 MILES TO
 MD1740'A T-INTERSECTION, TURN RIGHT AND
 MD1740'GO 0.4 MILE, TURN LEFT AND GO 0.9
 MD1740'MILE TO THE JUNCTION OF STATE HIGHWAY 246, CONTINUE
 MD1740'STRAIGHT AHEAD
 MD1740'FOR 0.85 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 MD1740'
 MD1740'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3029 ***********************************************************************
 JZ3029  DESIGNATION -  BINGHAM
 JZ3029  PID         -  JZ3029
 JZ3029  STATE/COUNTY-  OH/MONTGOMERY
 JZ3029  USGS QUAD   -  TROTWOOD (1992)
 JZ3029
 JZ3029                         *CURRENT SURVEY CONTROL
 JZ3029  ___________________________________________________________________
 JZ3029* NAD 83(1995)-  39 47 41.94440(N)    084 15 13.81294(W)     ADJUSTED  
 JZ3029* NAVD 88     -       275.1    (meters)     903.     (feet)  GPS OBS   
 JZ3029  ___________________________________________________________________
 JZ3029  X           -     491,345.355 (meters)                     COMP
 JZ3029  Y           -  -4,882,835.264 (meters)                     COMP
 JZ3029  Z           -   4,060,676.512 (meters)                     COMP
 JZ3029  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 JZ3029  ELLIP HEIGHT-         241.96  (meters)          (10/07/05) GPS OBS
 JZ3029  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JZ3029
 JZ3029  HORZ ORDER  -  FIRST
 JZ3029  ELLP ORDER  -  FOURTH    CLASS I
 JZ3029
 JZ3029.The horizontal coordinates were established by GPS observations
 JZ3029.and adjusted by the National Geodetic Survey in September 1997..
 JZ3029
 JZ3029.The orthometric height was determined by GPS observations and a
 JZ3029.high-resolution geoid model.
 JZ3029
 JZ3029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3029
 JZ3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3029
 JZ3029.The ellipsoidal height was determined by GPS observations
 JZ3029.and is referenced to NAD 83.
 JZ3029
 JZ3029.The geoid height was determined by GEOID03.
 JZ3029
 JZ3029;                    North         East     Units Scale Factor Converg.
 JZ3029;SPC OH S     -   200,728.720   449,801.388   MT  0.99996154   -1 06 46.2
 JZ3029;UTM  16      - 4,408,610.933   735,127.636   MT  1.00028068   +1 45 30.5
 JZ3029
 JZ3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3029!SPC OH S     -   0.99996204  x   0.99996154  =   0.99992358
 JZ3029!UTM  16      -   0.99996204  x   1.00028068  =   1.00024271
 JZ3029
 JZ3029|---------------------------------------------------------------------|
 JZ3029| PID    Reference Object                     Distance      Geod. Az  |
 JZ3029|                                                           dddmmss.s |
 JZ3029| JZ3013 HAINES                              297.430 METERS 03117     |
 JZ3029| JZ3011 WALLACE                             APPROX. 1.4 KM 1794838.1 |
 JZ3029|---------------------------------------------------------------------|
 JZ3029
 JZ3029                          SUPERSEDED SURVEY CONTROL
 JZ3029
 JZ3029  ELLIP H (09/11/97)  242.05   (m)                       GP(       ) 4 1
 JZ3029  NAD 83(1986)-  39 47 41.95763(N)    084 15 13.82341(W) AD(       ) 1
 JZ3029  NAD 27      -  39 47 41.74900(N)    084 15 14.01900(W) AD(       ) 1
 JZ3029
 JZ3029.Superseded values are not recommended for survey control.
 JZ3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3029.See file dsdata.txt to determine how the superseded data were derived.
 JZ3029
 JZ3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3512808611(NAD 83)
 JZ3029_MARKER: DS = TRIANGULATION STATION DISK
 JZ3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3029_STAMPING: BINGHAM 1927
 JZ3029_MARK LOGO: CGS   
 JZ3029_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3029+STABILITY: SURFACE MOTION
 JZ3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3029+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1996
 JZ3029
 JZ3029  HISTORY     - Date     Condition        Report By
 JZ3029  HISTORY     - 1927     MONUMENTED       CGS
 JZ3029  HISTORY     - 1961     GOOD             CGS
 JZ3029  HISTORY     - 1967     GOOD             OH2090
 JZ3029  HISTORY     - 19961202 GOOD             WOOLPT
 JZ3029
 JZ3029                          STATION DESCRIPTION
 JZ3029
 JZ3029'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3029'STATION IS ABOUT 1/4 MILE DUE S OF FORT MCKINLEY, 4.40 METERS (14.4
 JZ3029'FEET) W OF THE CENTER LINE OF GETTYSBURG AVENUE, 10.75 FEET S OF
 JZ3029'THE CENTER LINE OF SALEM PIKE ON THE EXTENSION OF THE CENTER LINE OF
 JZ3029'STREET RUNNING E FROM THIS POINT, 0.6 METER (2 FEET) W OF THE CURB
 JZ3029'ON THE W SIDE OF THE STREET AND 20.11 METERS (66.2 FEET) NW OF THE NW
 JZ3029'CORNER OF PORCH OF MR. BINGHAMS HOUSE, AND 31.8 METERS (104.4 FEET)
 JZ3029'N OF FENCE CORNER OF W SIDE OF THE STREET.
 JZ3029'
 JZ3029'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3029'
 JZ3029'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.5 METERS.
 JZ3029
 JZ3029                          STATION RECOVERY (1961)
 JZ3029
 JZ3029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WL)
 JZ3029'STATION WAS FOUND IN GOOD CONDITION.  IT IS ON THE WEST SIDE OF
 JZ3029'GETTYSBURG AVENUE OPPOSITE HOLYOKE AVENUE, 2 FT WEST OF THE WEST
 JZ3029'CURB OF GETTYSBURG AVE. AND 66.4 FT. FROM THE NW CORNER OF BINGHAMS
 JZ3029'FRONT PORCH AND 83.8 FT FROM THE SW CORNER OF THE FRONT PORCH OF A
 JZ3029'ONE AND ONE-HALF STORY BRICK HOUSE ON THE NE CORNER OF GETTYSBURG
 JZ3029'AVE. AND HOLYOKE AVE.
 JZ3029'
 JZ3029'BINGHAMS HOUSE IS ON THE SE CORNER OF GETTYSBURG AVE. AND HOLYOKE
 JZ3029'AVE.
 JZ3029'
 JZ3029'IN THE ORIGINAL DESCRIPTION THE DIMENSION WHICH READS AS FOLLOWS--
 JZ3029'10.75 FEET SOUTH OF SALEM PIKE SHOULD READ 1,075.0 FEET SOUTH OF
 JZ3029'SALEM PIKE.
 JZ3029
 JZ3029                          STATION RECOVERY (1967)
 JZ3029
 JZ3029'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (JT)
 JZ3029'BINGHAM 1927 RECOVERED GOOD.
 JZ3029'
 JZ3029'TO DESCRIPTION ADD--45.5 FEET IN A WESTERLY DIRECTION FROM CITY OF
 JZ3029'DAYTON BM NO. 857, 87.4 FEET IN A NORTHERLY DIRECTION FROM
 JZ3029'CENTERLINE PG OF NEW GETTYSBURG AVE.
 JZ3029
 JZ3029                          STATION RECOVERY (1996)
 JZ3029
 JZ3029'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BBS)
 JZ3029'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0099 ***********************************************************************
 KZ0099  DESIGNATION -  BJ
 KZ0099  PID         -  KZ0099
 KZ0099  STATE/COUNTY-  OH/ASHLAND
 KZ0099  USGS QUAD   -  POLK (1981)
 KZ0099
 KZ0099                         *CURRENT SURVEY CONTROL
 KZ0099  ___________________________________________________________________
 KZ0099* NAD 83(1986)-  40 58 26.     (N)    082 12 30.     (W)     SCALED    
 KZ0099* NAVD 88     -       377.969  (meters)    1240.05   (feet)  ADJUSTED  
 KZ0099  ___________________________________________________________________
 KZ0099  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KZ0099  DYNAMIC HT  -         377.801 (meters)    1239.50  (feet)  COMP
 KZ0099  MODELED GRAV-     980,170.3   (mgal)                       NAVD 88
 KZ0099
 KZ0099  VERT ORDER  -  SECOND    CLASS 0
 KZ0099
 KZ0099.The horizontal coordinates were scaled from a topographic map and have
 KZ0099.an estimated accuracy of +/- 6 seconds.
 KZ0099
 KZ0099.The orthometric height was determined by differential leveling
 KZ0099.and adjusted by the National Geodetic Survey in June 1991..
 KZ0099
 KZ0099.The geoid height was determined by GEOID03.
 KZ0099
 KZ0099.The dynamic height is computed by dividing the NAVD 88
 KZ0099.geopotential number by the normal gravity value computed on the
 KZ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0099.degrees latitude (g = 980.6199 gals.).
 KZ0099
 KZ0099.The modeled gravity was interpolated from observed gravity values.
 KZ0099
 KZ0099;                    North         East    Units  Estimated Accuracy
 KZ0099;SPC OH N     -   145,200.      624,550.      MT  (+/- 180 meters Scaled)
 KZ0099
 KZ0099                          SUPERSEDED SURVEY CONTROL
 KZ0099
 KZ0099  NGVD 29 (??/??/92)  378.149  (m)         1240.64   (f) ADJ UNCH    2 0
 KZ0099
 KZ0099.Superseded values are not recommended for survey control.
 KZ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0099.See file dsdata.txt to determine how the superseded data were derived.
 KZ0099
 KZ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF983365(NAD 83)
 KZ0099_MARKER: N = NAIL
 KZ0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0099_SP_SET: ELM TREE ROOT
 KZ0099_STAMPING: BJ
 KZ0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0099
 KZ0099  HISTORY     - Date     Condition        Report By
 KZ0099  HISTORY     - UNK      MONUMENTED       CGS
 KZ0099  HISTORY     - 1959     GOOD             NGS
 KZ0099
 KZ0099                          STATION DESCRIPTION
 KZ0099
 KZ0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0099'2.4 MI W FROM ALBION.
 KZ0099'2.4 MILES WEST ALONG COUNTY ROAD 9 FROM THE INTERSECTION OF
 KZ0099'COUNTY ROAD 132 AT ALBION, 0.4 MILE EAST OF THE INTERSECTION
 KZ0099'OF STATE HIGHWAY 89, AT THE SOUTHWEST CORNER OF A CULTIVATED
 KZ0099'FIELD, IN S NOTCH CUT IN THE TOP OF A LARGE ROOT ON THE SOUTHWEST
 KZ0099'SIDE OF A 30-INCH ELM TREE, 20 1/2 FEET EAST OF BENCH MARK E 240
 KZ0099'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6033 ***********************************************************************
 AB6033  CBN         -  This is a Cooperative Base Network Control Station.
 AB6033  PACS        -  This is a Primary Airport Control Station.
 AB6033  DESIGNATION -  BJJ A
 AB6033  PID         -  AB6033
 AB6033  STATE/COUNTY-  OH/WAYNE
 AB6033  USGS QUAD   -  WOOSTER (1994)
 AB6033
 AB6033                         *CURRENT SURVEY CONTROL
 AB6033  ___________________________________________________________________
 AB6033* NAD 83(1995)-  40 52 27.16701(N)    081 52 41.82265(W)     ADJUSTED  
 AB6033* NAVD 88     -       343.79   (meters)    1127.9    (feet)  GPS OBS   
 AB6033  ___________________________________________________________________
 AB6033  X           -     682,362.286 (meters)                     COMP
 AB6033  Y           -  -4,781,535.019 (meters)                     COMP
 AB6033  Z           -   4,152,073.930 (meters)                     COMP
 AB6033  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AB6033  ELLIP HEIGHT-         310.67  (meters)          (03/08/05) GPS OBS
 AB6033  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AB6033
 AB6033  HORZ ORDER  -  B
 AB6033  ELLP ORDER  -  FOURTH    CLASS II
 AB6033
 AB6033.This mark is at Wayne County Airport (BJJ)
 AB6033
 AB6033.The horizontal coordinates were established by GPS observations
 AB6033.and adjusted by the National Geodetic Survey in August 1996..
 AB6033
 AB6033.The orthometric height was determined by GPS observations and a
 AB6033.high-resolution geoid model.
 AB6033
 AB6033.GPS derived orthometric heights for airport stations designated as
 AB6033.PACS or SACS are published to 2 decimal places.  This maintains
 AB6033.centimeter relative accuracy between the PACS and SACS.  It does
 AB6033.not indicate centimeter accuracy relative to other marks which are
 AB6033.part of the NAVD 88 network.
 AB6033
 AB6033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6033
 AB6033.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6033
 AB6033.The ellipsoidal height was determined by GPS observations
 AB6033.and is referenced to NAD 83.
 AB6033
 AB6033.The geoid height was determined by GEOID03.
 AB6033
 AB6033;                    North         East     Units Scale Factor Converg.
 AB6033;SPC OH N     -   134,279.705   652,404.167   MT  0.99994481   +0 24 30.4
 AB6033;UTM  17      - 4,525,164.872   425,994.295   MT  0.99966741   -0 34 29.2
 AB6033
 AB6033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6033!SPC OH N     -   0.99995127  x   0.99994481  =   0.99989608
 AB6033!UTM  17      -   0.99995127  x   0.99966741  =   0.99961870
 AB6033
 AB6033|---------------------------------------------------------------------|
 AB6033| PID    Reference Object                     Distance      Geod. Az  |
 AB6033|                                                           dddmmss.s |
 AB6033| KY3557 WOOPORT                             312.561 METERS 27842     |
 AB6033|---------------------------------------------------------------------|
 AB6033
 AB6033                          SUPERSEDED SURVEY CONTROL
 AB6033
 AB6033.No superseded survey control is available for this station.
 AB6033
 AB6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2599425165(NAD 83)
 AB6033_MARKER: I = METAL ROD
 AB6033_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6033_STAMPING: FAA BJJ A WOODPORT 1995
 AB6033_MARK LOGO: OHDT  
 AB6033_PROJECTION: FLUSH
 AB6033_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6033+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998
 AB6033_ROD/PIPE-DEPTH: 4.8  meters
 AB6033_SLEEVE-DEPTH  : 0.90 meters
 AB6033
 AB6033  HISTORY     - Date     Condition        Report By
 AB6033  HISTORY     - 1995     MONUMENTED       OHDT
 AB6033  HISTORY     - 19950823 GOOD             NGS
 AB6033  HISTORY     - 19980323 GOOD             GCS
 AB6033
 AB6033                          STATION DESCRIPTION
 AB6033
 AB6033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6033'NOTE--THIS IS THE PAC STATION.  THE MARK IS LOCATED 9.0 KM (5.60 MI)
 AB6033'NORTH-NORTHEAST OF WOOSTER, 3.7 KM (2.30 MI) NORTHEAST OF MADISONBURG,
 AB6033'AT THE WAYNE COUNTY AIRPORT, ON THE EAST END OF THE AIRPORT PROPERTY.
 AB6033'OWNERSHIP--WAYNE COUNTY, C/O AIRPORT MANAGER NED PARKS, 6020 NORTH
 AB6033'HONEYTOWN ROAD, SMITHVILLE, OH 44677.  PHONE 330-669-2671.  TO REACH
 AB6033'THE MARK FROM THE INTERSECTION OF STATE ROUTE 3 AND COUNTY ROAD 86,
 AB6033'SMITHVILLE-WESTERN ROAD, IN MADISONBURG, GO EAST ON SMITHVILLE-WESTERN
 AB6033'ROAD FOR 4.0 KM (2.50 MI) TO A CROSSROAD AT TOP OF GRADE.  TURN LEFT,
 AB6033'NORTH, ON COUNTY ROAD 54, HONEYTOWN ROAD, FOR 1.8 KM (1.10 MI) TO THE
 AB6033'PAVED AIRPORT ENTRANCE ROAD ON THE LEFT.  CONTINUE NORTH FOR 77.7 M
 AB6033'(254.9 FT) TO THE MARK ON THE LEFT. 114.9 M (377.0 FT) NORTH OF THE
 AB6033'INTERSECTION OF A T-ROAD EAST, TOWNSHIP ROAD 115, BEILER ROAD, AND
 AB6033'COUNTY ROAD 54, 74.7 M (245.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 AB6033'THE MAIN RUNWAY, EAST END, 9.4 M (30.8 FT) WEST OF THE CENTERLINE OF
 AB6033'HONEYTOWN ROAD.  THE MARK IS AN 83 MM ALUMINUM DISK, STAMPED --FAA BJJ
 AB6033'A 1995--, SET ON A 19 MM ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A
 AB6033'DEPTH OF 4.9 M (16.1 FT) WITH A 0.9 M (3.0 FT) GREASED SLEEVE, AND
 AB6033'ENCASED IN A 127 MM PVC WITH AN ALUMINUM COVER WITH A REMOVABLE LID,
 AB6033'AND FLUSH WITH THE GROUND LEVEL.  AN ORANGE CARSONITE WITNESS POST SET
 AB6033'0.9 M (3.0 FT) WEST OF THE MARK.  NOTE--SLEEVE DEPTH DOES NOT MEET
 AB6033'CLASS A CRITERIA.
 AB6033
 AB6033                          STATION RECOVERY (1998)
 AB6033
 AB6033'RECOVERY NOTE BY GEODETIC CONSULTING SERVICES 1998 (KDZ)
 AB6033'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0205 ***********************************************************************
 KZ0205  DESIGNATION -  BK
 KZ0205  PID         -  KZ0205
 KZ0205  STATE/COUNTY-  OH/WAYNE
 KZ0205  USGS QUAD   -  WEST SALEM (1981)
 KZ0205
 KZ0205                         *CURRENT SURVEY CONTROL
 KZ0205  ___________________________________________________________________
 KZ0205* NAD 83(1986)-  40 55 50.     (N)    082 02 02.     (W)     SCALED    
 KZ0205* NAVD 88     -       326.897  (meters)    1072.49   (feet)  ADJUSTED  
 KZ0205  ___________________________________________________________________
 KZ0205  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KZ0205  DYNAMIC HT  -         326.753 (meters)    1072.02  (feet)  COMP
 KZ0205  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 KZ0205
 KZ0205  VERT ORDER  -  SECOND    CLASS 0
 KZ0205
 KZ0205.The horizontal coordinates were scaled from a topographic map and have
 KZ0205.an estimated accuracy of +/- 6 seconds.
 KZ0205
 KZ0205.The orthometric height was determined by differential leveling
 KZ0205.and adjusted by the National Geodetic Survey in June 1991..
 KZ0205
 KZ0205.The geoid height was determined by GEOID03.
 KZ0205
 KZ0205.The dynamic height is computed by dividing the NAVD 88
 KZ0205.geopotential number by the normal gravity value computed on the
 KZ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0205.degrees latitude (g = 980.6199 gals.).
 KZ0205
 KZ0205.The modeled gravity was interpolated from observed gravity values.
 KZ0205
 KZ0205;                    North         East    Units  Estimated Accuracy
 KZ0205;SPC OH N     -   140,450.      639,260.      MT  (+/- 180 meters Scaled)
 KZ0205
 KZ0205                          SUPERSEDED SURVEY CONTROL
 KZ0205
 KZ0205  NGVD 29 (??/??/92)  327.100  (m)         1073.16   (f) ADJ UNCH    2 0
 KZ0205
 KZ0205.Superseded values are not recommended for survey control.
 KZ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0205.See file dsdata.txt to determine how the superseded data were derived.
 KZ0205
 KZ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF129315(NAD 83)
 KZ0205_MARKER: N = NAIL
 KZ0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0205_SP_SET: BEACH TREE ROOT
 KZ0205_STAMPING: BK
 KZ0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0205
 KZ0205  HISTORY     - Date     Condition        Report By
 KZ0205  HISTORY     - UNK      MONUMENTED       CGS
 KZ0205  HISTORY     - 1959     GOOD             NGS
 KZ0205
 KZ0205                          STATION DESCRIPTION
 KZ0205
 KZ0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0205'1.1 MI E FROM CONGRESS.
 KZ0205'1.9 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KZ0205'CROSSING OF COUNTY ROAD 186 AT ARMSTRONG, THENCE ABOUT 1.1
 KZ0205'MILES WEST ALONG STATE HIGHWAY 604, IN TOP OF A NOTCH CUT IN THE
 KZ0205'TOP OF A LARGE ROOT ON THE NORTH SIDE OF A 36-INCH BEACH TREE,
 KZ0205'19.9 FEET SOUTHWEST OF BENCH MARK C 241.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9282 ***********************************************************************
 AD9282  SACS        -  This is a Secondary Airport Control Station.
 AD9282  DESIGNATION -  BKL A
 AD9282  PID         -  AD9282
 AD9282  STATE/COUNTY-  OH/CUYAHOGA
 AD9282  USGS QUAD   -  CLEVELAND NORTH (1994)
 AD9282
 AD9282                         *CURRENT SURVEY CONTROL
 AD9282  ___________________________________________________________________
 AD9282* NAD 83(1995)-  41 30 49.16386(N)    081 41 28.72163(W)     ADJUSTED  
 AD9282* NAVD 88     -       176.04   (meters)     577.6    (feet)  GPS OBS   
 AD9282  ___________________________________________________________________
 AD9282  X           -     691,184.823 (meters)                     COMP
 AD9282  Y           -  -4,732,875.263 (meters)                     COMP
 AD9282  Z           -   4,205,402.033 (meters)                     COMP
 AD9282  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AD9282  ELLIP HEIGHT-         141.69  (meters)          (10/07/05) GPS OBS
 AD9282  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 AD9282
 AD9282  HORZ ORDER  -  FIRST
 AD9282  ELLP ORDER  -  FOURTH    CLASS II
 AD9282
 AD9282.This mark is at Burke Lakefront Airport (BKL)
 AD9282
 AD9282.The horizontal coordinates were established by GPS observations
 AD9282.and adjusted by the National Geodetic Survey in July 1997..
 AD9282
 AD9282.The orthometric height was determined by GPS observations and a
 AD9282.high-resolution geoid model.
 AD9282
 AD9282.GPS derived orthometric heights for airport stations designated as
 AD9282.PACS or SACS are published to 2 decimal places.  This maintains
 AD9282.centimeter relative accuracy between the PACS and SACS.  It does
 AD9282.not indicate centimeter accuracy relative to other marks which are
 AD9282.part of the NAVD 88 network.
 AD9282
 AD9282.Photographs are available for this station.
 AD9282
 AD9282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9282
 AD9282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9282
 AD9282.The ellipsoidal height was determined by GPS observations
 AD9282.and is referenced to NAD 83.
 AD9282
 AD9282.The geoid height was determined by GEOID03.
 AD9282
 AD9282;                    North         East     Units Scale Factor Converg.
 AD9282;SPC OH N     -   205,417.214   667,505.165   MT  0.99996938   +0 31 52.6
 AD9282;UTM  17      - 4,596,011.041   442,313.172   MT  0.99964095   -0 27 29.6
 AD9282
 AD9282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9282!SPC OH N     -   0.99997778  x   0.99996938  =   0.99994716
 AD9282!UTM  17      -   0.99997778  x   0.99964095  =   0.99961873
 AD9282
 AD9282:                Primary Azimuth Mark                     Grid Az
 AD9282:SPC OH N     -  BKL ARP                                  056 00 24.7
 AD9282:UTM  17      -  BKL ARP                                  056 59 46.9
 AD9282
 AD9282|---------------------------------------------------------------------|
 AD9282| PID    Reference Object                     Distance      Geod. Az  |
 AD9282|                                                           dddmmss.s |
 AD9282| MB2997 BKL ARP                             APPROX. 0.7 KM 0563217.3 |
 AD9282|---------------------------------------------------------------------|
 AD9282
 AD9282                          SUPERSEDED SURVEY CONTROL
 AD9282
 AD9282.No superseded survey control is available for this station.
 AD9282
 AD9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4231396011(NAD 83)
 AD9282_MARKER: DD = SURVEY DISK
 AD9282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9282_STAMPING: BKL A 1995
 AD9282_MARK LOGO: NGS   
 AD9282_PROJECTION: FLUSH
 AD9282_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9282+STABILITY: SURFACE MOTION
 AD9282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9282+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1999
 AD9282_ROD/PIPE-DEPTH: 1.0  meters
 AD9282
 AD9282  HISTORY     - Date     Condition        Report By
 AD9282  HISTORY     - 1995     MONUMENTED       NGS
 AD9282  HISTORY     - 19990921 GOOD             NGS
 AD9282
 AD9282                          STATION DESCRIPTION
 AD9282
 AD9282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9282'THE STATION IS LOCATED ON THE LAKE ERIE SHORELINE, ON THE NORTH SIDE
 AD9282'OF CLEVELAND AT THE BURKE LAKEFRONT AIRPORT, IN THE GRASS MEDIAN
 AD9282'BETWEEN RUNWAY ENDS 6L AND 6R, SET AT THE INTERSECTION OF THE
 AD9282'THRESHOLD LIGHTS OF BOTH RUNWAYS AND THE 4TH SET OF TAXI LIGHTS.
 AD9282'OWNERSHIP--CITY OF CLEVELAND, BURKE LAKEFRONT AIRPORT, CLEVELAND, OH.
 AD9282'44114.  OPERATIONS MANAGER IS DAN PSIMER.  PHONE 216-781-6411. CONTACT
 AD9282'HIM ONE DAY IN ADVANCE FOR AN ESCORT TO THIS STATION.  TO REACH FROM
 AD9282'THE SOUTHWEST ONE OF TWO JUNCTIONS OF INTERSTATE HIGHWAY 90 AND STATE
 AD9282'HIGHWAY 2 (EXIT 174B) ON THE NORTH SIDE OF CLEVELAND, GO SOUTHWEST ON
 AD9282'HIGHWAY 2 FOR 1.69 KM (1.05 MI) TO THE EXIT RAMP ON THE RIGHT TO EAST
 AD9282'NINTH STREET.  BEAR RIGHT, WEST-SOUTHWEST, ON THE RAMP FOR 0.32 KM
 AD9282'(0.20 MI) TO THE JUNCTION OF EAST NINTH STREET.  TURN RIGHT,
 AD9282'NORTHWEST, ON EAST NINTH STREET FOR 50 M (164.0 FT) TO A CROSSROAD.
 AD9282'TURN RIGHT, NORTHEAST, ON THE ROAD FOR 0.64 KM (0.40 MI) TO THE
 AD9282'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTHWEST, ON THE ROAD FOR
 AD9282'0.08 KM (0.05 MI) TO A Y-JUNCTION ON THE RIGHT TO GATE ONE JUST BEFORE
 AD9282'REACHING THE TERMINAL.  TURN RIGHT, NORTHWEST, ON THE ROAD FOR 10 M
 AD9282'(32.8 FT) TO A CALL BOX AT THE GATE.  CALL OPERATIONS FOR ACCESS
 AD9282'THROUGH THE GATE.  AN ESCORT WILL TAKE YOU FROM HERE.  THE STATION IS
 AD9282'A SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE
 AD9282'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AD9282'SET 3 CM BELOW THE GROUND SURFACE.  THREE CIRCULAR ANCHOR PRONGS
 AD9282'EXTEND FROM THE BOTTOM OF THE PIPE.  NOTE--MARK WAS SELECTED AS A
 AD9282'SECONDARY AIRPORT CONTROL STATION (SACS) .  IT IS 61.5 M (201.8 FT)
 AD9282'NORTHEAST OF THE NORTHEAST EDGE OF THE TAXI, 59.7 M (195.9 FT) NORTH
 AD9282'OF THE NORTH CORNER OF THE CONCRETE PAD OF A SIGN--A 24L-6R, 18.5 M
 AD9282'(60.7 FT) WEST OF THE WINDSOCK POLE, 31.0 M (101.7 FT) SOUTHEAST OF
 AD9282'THE SOUTHWEST CORNER OF THE CONCRETE PAD OF THE REIL LIGHT, 57.4 M
 AD9282'(188.3 FT) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 6R-24L, 55.2 M
 AD9282'(181.1 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 6L-24R, AND 0.35
 AD9282'M (1.15 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. DESCRIBED BY D.G.
 AD9282'AUG
 AD9282
 AD9282                          STATION RECOVERY (1999)
 AD9282
 AD9282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AD9282'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3413 ***********************************************************************
 AB3413  SACS        -  This is a Secondary Airport Control Station.
 AB3413  DESIGNATION -  BKL AP STA B
 AB3413  PID         -  AB3413
 AB3413  STATE/COUNTY-  OH/CUYAHOGA
 AB3413  USGS QUAD   -  CLEVELAND NORTH (1994)
 AB3413
 AB3413                         *CURRENT SURVEY CONTROL
 AB3413  ___________________________________________________________________
 AB3413* NAD 83(1995)-  41 31 23.91076(N)    081 40 25.87556(W)     ADJUSTED  
 AB3413* NAVD 88     -       176.00   (meters)     577.4    (feet)  GPS OBS   
 AB3413  ___________________________________________________________________
 AB3413  X           -     692,523.930 (meters)                     COMP
 AB3413  Y           -  -4,731,961.318 (meters)                     COMP
 AB3413  Z           -   4,206,204.661 (meters)                     COMP
 AB3413  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AB3413  ELLIP HEIGHT-         141.65  (meters)          (10/07/05) GPS OBS
 AB3413  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 AB3413
 AB3413  HORZ ORDER  -  FIRST
 AB3413  ELLP ORDER  -  FOURTH    CLASS II
 AB3413
 AB3413.This mark is at Burke Lakefront Airport (BKL)
 AB3413
 AB3413.The horizontal coordinates were established by GPS observations
 AB3413.and adjusted by the National Geodetic Survey in July 1997..
 AB3413
 AB3413.The orthometric height was determined by GPS observations and a
 AB3413.high-resolution geoid model.
 AB3413
 AB3413.GPS derived orthometric heights for airport stations designated as
 AB3413.PACS or SACS are published to 2 decimal places.  This maintains
 AB3413.centimeter relative accuracy between the PACS and SACS.  It does
 AB3413.not indicate centimeter accuracy relative to other marks which are
 AB3413.part of the NAVD 88 network.
 AB3413
 AB3413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3413
 AB3413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3413
 AB3413.The ellipsoidal height was determined by GPS observations
 AB3413.and is referenced to NAD 83.
 AB3413
 AB3413.The geoid height was determined by GEOID03.
 AB3413
 AB3413;                    North         East     Units Scale Factor Converg.
 AB3413;SPC OH N     -   206,502.772   668,952.209   MT  0.99997071   +0 32 33.9
 AB3413;UTM  17      - 4,597,071.098   443,778.263   MT  0.99963890   -0 26 48.2
 AB3413
 AB3413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3413!SPC OH N     -   0.99997778  x   0.99997071  =   0.99994849
 AB3413!UTM  17      -   0.99997778  x   0.99963890  =   0.99961669
 AB3413
 AB3413:                Primary Azimuth Mark                     Grid Az
 AB3413:SPC OH N     -  BKL ARP                                  231 15 59.0
 AB3413:UTM  17      -  BKL ARP                                  232 15 21.1
 AB3413
 AB3413|---------------------------------------------------------------------|
 AB3413| PID    Reference Object                     Distance      Geod. Az  |
 AB3413|                                                           dddmmss.s |
 AB3413| MB2997 BKL ARP                             APPROX. 1.1 KM 2314832.9 |
 AB3413|---------------------------------------------------------------------|
 AB3413
 AB3413                          SUPERSEDED SURVEY CONTROL
 AB3413
 AB3413  ELLIP H (07/01/97)  141.63   (m)                       GP(       ) 4 2
 AB3413
 AB3413.Superseded values are not recommended for survey control.
 AB3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3413.See file dsdata.txt to determine how the superseded data were derived.
 AB3413
 AB3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4377897071(NAD 83)
 AB3413_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3413_STAMPING: AP 1967 STA B
 AB3413_MARK LOGO: CGS   
 AB3413_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3413+STABILITY: SURFACE MOTION
 AB3413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3413+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1999
 AB3413
 AB3413  HISTORY     - Date     Condition        Report By
 AB3413  HISTORY     - 1967     MONUMENTED       CGS
 AB3413  HISTORY     - 19890615 GOOD             NGS
 AB3413  HISTORY     - 19950822 GOOD             NGS
 AB3413  HISTORY     - 19990921 MARK NOT FOUND   NGS
 AB3413
 AB3413                          STATION DESCRIPTION
 AB3413
 AB3413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AB3413'THE STATION IS AT THE APPROACH END OF RUNWAY 24R AND IS 201.11 FT
 AB3413'(61.30 M) NNE OF RUNWAY LIGHT NUMBER 45 AND 184.89 FT (56.35 M) NW OF
 AB3413'THE CENTERLINE END OF RUNWAY 24R.  IT IS A STANDARD TOPO DISK IN 6
 AB3413'INCH CONCRETE POST 0.5 FT (0.2 M) BELOW GROUND AND STAMPED AP 1967 STA
 AB3413'B.  THE STATION IS ON THE SOUTHEAST EDGE OF THE GRAVEL PARIMETER ROAD
 AB3413'ABOUT ON THE LINE WITH RUNWAY END 24R AND 3.4 FT (1.0 M) SOUTH OF THE
 AB3413'CURB.  THE STATION IS A STANDARD BENCH MARK DISK STAMPED A 195 1966.
 AB3413'THE ELEVATION IS NOT SECOND ORDER, THIRD ORDER ONLY.  BM 195 1966 IS
 AB3413'LOCATED ON THE NORTH SIDE OF THE BASE OF THE FIRST SUPPORT COLUMN
 AB3413'SOUTHEAST OF THE CONTROL TOWER.
 AB3413
 AB3413                          STATION RECOVERY (1995)
 AB3413
 AB3413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3413'THE STATION IS LOCATED ON THE LAKE ERIE SHORELINE, ON THE NORTH SIDE
 AB3413'OF CLEVELAND AT THE BURKE LAKEFRONT AIRPORT, ALONG AN ACCESS ROAD ON
 AB3413'THE NORTHEAST SIDE OF RUNWAY END 24R, AND IN LINE WITH THE RUNWAY END.
 AB3413'OWNERSHIP--CITY OF CLEVELAND, BURKE LAKEFRONT AIRPORT, CLEVELAND, OH.
 AB3413'44114.  OPERATIONS MANAGER IS DAN PSIMER.  PHONE 216-781-6411.
 AB3413'CONTACT HIM ONE DAY IN ADVANCE FOR AN ESCORT TO THIS STATION.  TO
 AB3413'REACH FROM THE SOUTHWEST ONE OF TWO JUNCTIONS OF INTERSTATE HIGHWAY 90
 AB3413'AND STATE HIGHWAY 2 (EXIT 174B) ON THE NORTH SIDE OF CLEVELAND, GO
 AB3413'SOUTHWEST ON HIGHWAY 2 FOR 1.69 KM (1.05 MI) TO THE EXIT RAMP ON THE
 AB3413'RIGHT TO EAST NINTH STREET.  BEAR RIGHT, WEST-SOUTHWEST, ON THE RAMP
 AB3413'FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF EAST NINTH STREET.  TURN
 AB3413'RIGHT, NORTHWEST, ON EAST NINTH STREET FOR 50 M (164.0 FT) TO A
 AB3413'CROSSROAD.  TURN RIGHT, NORTHEAST, ON THE ROAD FOR 0.64 KM (0.40 MI)
 AB3413'TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTHWEST, ON THE
 AB3413'ROAD FOR 0.08 KM (0.05 MI) TO A Y-JUNCTION ON THE RIGHT TO GATE ONE
 AB3413'JUST BEFORE REACHING THE TERMINAL.  TURN RIGHT, NORTHWEST, ON THE ROAD
 AB3413'FOR 10 M (32.8 FT) TO A CALL BOX AT THE GATE. CALL OPERATIONS FOR
 AB3413'ACCESS THROUGH THE GATE.  AN ESCORT WILL TAKE YOU FROM HERE.  THE
 AB3413'STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST SET 18 CM
 AB3413'BELOW THE GROUND SURFACE.  NOTE--MARK WAS SELECTED AS A SECONDARY
 AB3413'AIRPORT CONTROL STATION (SACS) .  IT IS 33.6 M (110.2 FT) NORTHWEST OF
 AB3413'THE NORTH CORNER OF THE RUNWAY END, 61.3 M (201.1 FT) NORTH-NORTHEAST
 AB3413'OF RUNWAY LIGHT NUMBER 45, 56.3 M (184.7 FT) NORTHWEST OF THE CENTER
 AB3413'OF THE RUNWAY END, 30.5 M (100.1 FT) NORTHWEST OF THE NORTHWEST MOST
 AB3413'THRESHOLD LIGHT, 6.7 M (22.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 AB3413'POST, AND 2.1 M (6.9 FT) SOUTHEAST OF THE CENTER OF THE ACCESS ROAD.
 AB3413'DESCRIBED BY D.G.  AUG
 AB3413
 AB3413                          STATION RECOVERY (1999)
 AB3413
 AB3413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AB3413'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.  GRADING IN THE
 AB3413'DESCRIBED LOCATION HAS OCCURED ACCORDING TO AIRPORT OFFICIALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2997 ***********************************************************************
 MB2997  CBN         -  This is a Cooperative Base Network Control Station.
 MB2997  PACS        -  This is a Primary Airport Control Station.
 MB2997  DESIGNATION -  BKL ARP
 MB2997  PID         -  MB2997
 MB2997  STATE/COUNTY-  OH/CUYAHOGA
 MB2997  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB2997
 MB2997                         *CURRENT SURVEY CONTROL
 MB2997  ___________________________________________________________________
 MB2997* NAD 83(1995)-  41 31 01.83900(N)    081 41 03.20366(W)     ADJUSTED  
 MB2997* NAVD 88     -       176.58   (meters)     579.3    (feet)  GPS OBS   
 MB2997  ___________________________________________________________________
 MB2997  X           -     691,732.915 (meters)                     COMP
 MB2997  Y           -  -4,732,533.645 (meters)                     COMP
 MB2997  Z           -   4,205,695.201 (meters)                     COMP
 MB2997  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 MB2997  ELLIP HEIGHT-         142.23  (meters)          (03/08/05) GPS OBS
 MB2997  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 MB2997
 MB2997  HORZ ORDER  -  B
 MB2997  ELLP ORDER  -  FOURTH    CLASS II
 MB2997
 MB2997.This mark is at Burke Lakefront Airport (BKL)
 MB2997
 MB2997.The horizontal coordinates were established by GPS observations
 MB2997.and adjusted by the National Geodetic Survey in August 1996..
 MB2997
 MB2997.The orthometric height was determined by GPS observations and a
 MB2997.high-resolution geoid model.
 MB2997
 MB2997.GPS derived orthometric heights for airport stations designated as
 MB2997.PACS or SACS are published to 2 decimal places.  This maintains
 MB2997.centimeter relative accuracy between the PACS and SACS.  It does
 MB2997.not indicate centimeter accuracy relative to other marks which are
 MB2997.part of the NAVD 88 network.
 MB2997
 MB2997.Photographs are available for this station.
 MB2997
 MB2997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB2997
 MB2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2997
 MB2997.The ellipsoidal height was determined by GPS observations
 MB2997.and is referenced to NAD 83.
 MB2997
 MB2997.The geoid height was determined by GEOID03.
 MB2997
 MB2997;                    North         East     Units Scale Factor Converg.
 MB2997;SPC OH N     -   205,813.737   668,093.187   MT  0.99996986   +0 32 09.3
 MB2997;UTM  17      - 4,596,397.224   442,907.759   MT  0.99964011   -0 27 12.8
 MB2997
 MB2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2997!SPC OH N     -   0.99997769  x   0.99996986  =   0.99994755
 MB2997!UTM  17      -   0.99997769  x   0.99964011  =   0.99961781
 MB2997
 MB2997:                Primary Azimuth Mark                     Grid Az
 MB2997:SPC OH N     -  BKL AP STA B                             051 15 58.8
 MB2997:UTM  17      -  BKL AP STA B                             052 15 20.9
 MB2997
 MB2997|---------------------------------------------------------------------|
 MB2997| PID    Reference Object                     Distance      Geod. Az  |
 MB2997|                                                           dddmmss.s |
 MB2997| AB3413 BKL AP STA B                        APPROX. 1.1 KM 0514808.1 |
 MB2997| AD9282 BKL A                               APPROX. 0.7 KM 2363234.2 |
 MB2997|---------------------------------------------------------------------|
 MB2997
 MB2997                          SUPERSEDED SURVEY CONTROL
 MB2997
 MB2997  ELLIP H (08/20/96)  142.22   (m)                       GP(       ) 4 2
 MB2997  NAD 83(1986)-  41 31 01.84555(N)    081 41 03.21658(W) AD(       ) 3
 MB2997  NAD 27      -  41 31 01.64913(N)    081 41 03.73896(W) AD(       ) 3
 MB2997  NGVD 29 (02/23/89)  176.6    (m)          579.     (f) GPS OBS        
 MB2997
 MB2997.Superseded values are not recommended for survey control.
 MB2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2997.See file dsdata.txt to determine how the superseded data were derived.
 MB2997
 MB2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4290896397(NAD 83)
 MB2997_MARKER: DT = TOPOGRAPHIC STATION DISK
 MB2997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2997_SP_SET: SQUARE CONCRETE MONUMENT
 MB2997_STAMPING: ARP 1966
 MB2997_MARK LOGO: CGS   
 MB2997_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB2997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2997+STABILITY: SURFACE MOTION
 MB2997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2997+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1999
 MB2997
 MB2997  HISTORY     - Date     Condition        Report By
 MB2997  HISTORY     - 1966     MONUMENTED       CGS
 MB2997  HISTORY     - 1986     GOOD             NGS
 MB2997  HISTORY     - 19871019 GOOD
 MB2997  HISTORY     - 19890615 GOOD             NGS
 MB2997  HISTORY     - 19950822 GOOD             NGS
 MB2997  HISTORY     - 19990921 GOOD             NGS
 MB2997
 MB2997                          STATION DESCRIPTION
 MB2997
 MB2997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MB2997'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF EUCLID AND 1 MILE
 MB2997'NORTHEAST OF DOWNTOWN CLEVELAND AT THE BURKE LAKEFRONT AIRPORT IN
 MB2997'BETWEEN RUNWAYS NEAR THE ANEMOMETER.  OWNERSHIP CITY OF CLEVELAND
 MB2997'C/O WILLIAM PFARR, 1501 NORTH MARGINAL ROAD, CLEVELAND OHIO 44114
 MB2997'PHONE 216-781-6411.
 MB2997'TO REACH THE STATION FROM THE INTERSTATE 90 AND STATE ROUTE 2 ABOUT
 MB2997'2 MILES NORTHEAST OF CLEVELAND, GO SOUTHWEST ON STATE ROUTE 2 FOR 1.2
 MB2997'MILES ON EAST 9 STREET.  TURN RIGHT, NORTH, ON EAST 9 STREET FOR
 MB2997'0.05 MILES TO A ROAD RIGHT.  TURN RIGHT, NORTHEAST, ON NORTH MARGINAL
 MB2997'ROAD FOR 0.25 MILES TO THE AIRPORT TERMINAL OF THE LEFT.
 MB2997'THE STATION IS A CGS TOPOGRAPHIC DISK STAMPED --ARP 1967-- SET IN THE
 MB2997'TOP OF A 15 CM SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 89.5
 MB2997'METERS WEST OF THE CENT OF ANEMOMETER, 61.0 METERS SOUTH-SOUTHEAST OF
 MB2997'THE CENTERLINE OF RUNWAY 6L 24R, 36.3 METERS SOUTH OF A RUNWAY LIGHT,
 MB2997'104.5 METERS NORTHEAST OF A RUNWAY IN LINE WITH THE CENTER OF TAXIWAY
 MB2997'C, 0.3 METERS SOUTHEAST OF A FIBERGLASS WITNESS POST.
 MB2997'DESCRIBED BY B L LAMBERT TYPED BY JAMES MALONEY 9/09/87.
 MB2997
 MB2997                          STATION RECOVERY (1987)
 MB2997
 MB2997'RECOVERED 1987
 MB2997'RECOVERED IN GOOD CONDITION.
 MB2997
 MB2997                          STATION RECOVERY (1989)
 MB2997
 MB2997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB2997'THE STATION IS LOCATED BETWEEN THE TWO RUNWAYS, (6L-24R AND 6R-24L)
 MB2997'AND IS 119.2 FT (36.3 M) S OF RUNWAY LIGHT NUMBER 71, AND 199.8 FT
 MB2997'(60.9 M) SSE OF THE CENTERLINE OF RUNWAY 6L-24R.  IT IS A STANDARD
 MB2997'TOPO DISK SET IN A 6 INCH CONCRETE POST FLUSH WITH THE GROUND AND
 MB2997'STAMPED ARP 1966.  THE STATION IS 342.9 FT (104.5 M) NE OF AN
 MB2997'UNNUMBERED RUNWAY LIGHT THAT IS EVEN WITH THE CENTERLINE OF A TAXIWAY
 MB2997'LEADING ONTO RUNWAY 6R-24L, AND 252.9 FT (77.1 M) NNW OF THE 2ND
 MB2997'RUNWAY LIGHT TO THE NE 294 FT (89.6 M) WEST OF THE CENTER OF
 MB2997'ANEMOMETER.
 MB2997
 MB2997                          STATION RECOVERY (1995)
 MB2997
 MB2997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MB2997'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ON THE LAKE
 MB2997'ERIE SHORELINE, ON THE NORTH SIDE OF CLEVELAND AT THE BURKE LAKEFRONT
 MB2997'AIRPORT, IN THE GRASS MEDIAN OF THE RUNWAYS, JUST WEST OF THE
 MB2997'ANEMOMETER, AND AT MIDFIELD.  OWNERSHIP--CITY OF CLEVELAND, BURKE
 MB2997'LAKEFRONT AIRPORT, CLEVELAND, OH.  44114.  OPERATIONS MANAGER IS DAN
 MB2997'PSIMER.  PHONE 216-781-6411.  CONTACT HIM ONE DAY IN ADVANCE FOR AN
 MB2997'ESCORT TO THIS STATION.  TO REACH FROM THE SOUTHWEST ONE OF TWO
 MB2997'JUNCTIONS OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 2 (EXIT 174B) ON
 MB2997'THE NORTH SIDE OF CLEVELAND, GO SOUTHWEST ON HIGHWAY 2 FOR 1.69 KM
 MB2997'(1.05 MI) TO THE EXIT RAMP ON THE RIGHT TO EAST NINTH STREET.  BEAR
 MB2997'RIGHT, WEST-SOUTHWEST, ON THE RAMP FOR 0.32 KM (0.20 MI) TO THE
 MB2997'JUNCTION OF EAST NINTH STREET.  TURN RIGHT, NORTHWEST, ON EAST NINTH
 MB2997'STREET FOR 50 M (164.0 FT) TO A CROSSROAD.  TURN RIGHT, NORTHEAST, ON
 MB2997'THE ROAD FOR 0.64 KM (0.40 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.
 MB2997'TURN LEFT, NORTHWEST, ON THE ROAD FOR 0.08 KM (0.05 MI) TO A
 MB2997'Y-JUNCTION ON THE RIGHT TO GATE ONE JUST BEFORE REACHING THE TERMINAL.
 MB2997'TURN RIGHT, NORTHWEST, ON THE ROAD FOR 10 M (32.8 FT) TO A CALL BOX AT
 MB2997'THE GATE.  CALL OPERATIOINS FOR ACCESS THROUGH THE GATE. AN ESCORT
 MB2997'WILL TAKE YOU FROM HERE.  THE STATION IS SET IN THE TOP OF A 25 CM
 MB2997'ROUND CONCRETE POST SET 5 CM BELOW THE GROUND SURFACE.  IT IS 89.6 M
 MB2997'(294.0 FT) WEST OF THE CENTER OF THE ANEMOMETER, 60.9 M (199.8 FT)
 MB2997'SOUTHEAST OF THE CENTER OF RUNWAY 6L-24R, 60.9 M (199.8 FT) NORTHWEST
 MB2997'OF THE NORTHWEST EDGE OF RUNWAY 6R-24L, 36.4 M (119.4 FT)
 MB2997'SOUTH-SOUTHEAST OF RUNWAY LIGHT NUMBER 6L 64, AND 0.35 M (1.15 FT)
 MB2997'SOUTHEAST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.
 MB2997
 MB2997                          STATION RECOVERY (1999)
 MB2997
 MB2997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 MB2997'RECOVERED AS DESCRIBED WITH AN ADDITIONAL REFERANCE.  62.6 M (205.4
 MB2997'FT) EAST-NORTHEAST OF THE EXTENDED CENTERLINE OF TAXIWAY C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI2419 ***********************************************************************
 AI2419  DESIGNATION -  BKL B
 AI2419  PID         -  AI2419
 AI2419  STATE/COUNTY-  OH/CUYAHOGA
 AI2419  USGS QUAD   -  CLEVELAND NORTH (1994)
 AI2419
 AI2419                         *CURRENT SURVEY CONTROL
 AI2419  ___________________________________________________________________
 AI2419* NAD 83(1986)-  41 31 18.60631(N)    081 40 26.32125(W)     ADJUSTED  
 AI2419* NAVD 88     -       176.3    (meters)     578.     (feet)  GPS OBS   
 AI2419  ___________________________________________________________________
 AI2419  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AI2419  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 AI2419
 AI2419  HORZ ORDER  -  FIRST
 AI2419
 AI2419.The horizontal coordinates were established by GPS observations
 AI2419.and adjusted by the National Geodetic Survey in October 1999..
 AI2419
 AI2419.The orthometric height was determined by GPS observations and a
 AI2419.high-resolution geoid model.
 AI2419
 AI2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2419
 AI2419.The geoid height was determined by GEOID03.
 AI2419
 AI2419;                    North         East     Units Scale Factor Converg.
 AI2419;SPC OH N     -   206,339.038   668,943.426   MT  0.99997051   +0 32 33.6
 AI2419;UTM  17      - 4,596,907.595   443,766.658   MT  0.99963891   -0 26 48.5
 AI2419
 AI2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2419!SPC OH N     -   0.99997772  x   0.99997051  =   0.99994823
 AI2419!UTM  17      -   0.99997772  x   0.99963891  =   0.99961664
 AI2419
 AI2419                          SUPERSEDED SURVEY CONTROL
 AI2419
 AI2419.No superseded survey control is available for this station.
 AI2419
 AI2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4376796908(NAD 83)
 AI2419_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2419_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI2419_SP_SET: STORM DRAIN FOUNDATION
 AI2419_STAMPING: BKL B 1999
 AI2419_MARK LOGO: NGS   
 AI2419_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2419+STABILITY: SURFACE MOTION
 AI2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2419+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2419
 AI2419  HISTORY     - Date     Condition        Report By
 AI2419  HISTORY     - 1999     MONUMENTED       NGS
 AI2419
 AI2419                          STATION DESCRIPTION
 AI2419
 AI2419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI2419'THE STATION IS LOCATED IN CLEVELAND OH AT THE BURKE LAKEFRONT AIRPORT,
 AI2419'ALONG THE SOUTH EDGE AND NEAR THE EAST END OF RUNWAY 6L-24R.
 AI2419'OWNERSHIP--CITY OF CLEVELAND, BURKE LAKEFRONT AIRPORT, CLEVELAND, OH
 AI2419'44114.  OPERATIONS MANAGER IS DAN PSIMER.  THE PHONE NUMBER IS (216)
 AI2419'781-6411.  CONTACT IN ADVANCE FOR ESCORT TO STATION.  TO REACH THE
 AI2419'STATION FROM THE SOUTHWEST 1 OF 2 JUNCTIONS OF US INTERSTATE HIGHWAY
 AI2419'90 AND STATE HIGHWAY 2 (EXIT 174B) ON THE NORTH SIDE OF CLEVELAND, GO
 AI2419'SOUTHWEST ON HIGHWAY 2 FOR 1.7 KM (1.05 MI) TO THE EXIT RAMP ON THE
 AI2419'RIGHT TO EAST NINTH STREET, BEAR RIGHT WEST-SOUTHWEST ON THE RAMP FOR
 AI2419'0.32 KM (0.20 MI) TO THE JUNCTION OF EAST NINTH STREET, TURN RIGHT AND
 AI2419'GO NORTHWEST ON THE STREET FOR 50 METERS (164.0 FT) TO A CROSSROAD,
 AI2419'TURN RIGHT AND GO NORTHEAST ON THE ROAD FOR 0.64 KM (0.40 MI) TO THE
 AI2419'AIRPORT ENTRANCE ON THE LEFT, TURN LEFT AND GO NORTHWEST ON THE ROAD
 AI2419'FOR 0.08 KM (0.05 MI) TO A Y JUNCTION ON THE RIGHT TO GATE 1 JUST
 AI2419'BEFORE REACHING THE TERMINAL BUILDING, TURN RIGHT AND GO NORTHWEST ON
 AI2419'THE ROAD FOR 10 METERS (32.8 FT) TO A CALL BOX AT GATE, CALL
 AI2419'OPERATIONS FOR ACCESS THRU GATE AND ESCORT.  THE STATION IS SET IN THE
 AI2419'SOUTH CORNER OF A 3 BY 5-FOOT CONCRETE FOUNDATION FOR A METAL STORM
 AI2419'DRAIN, 74.0 M (242.8 FT) WEST-SOUTHWEST OF THE WEST EDGE OF TAXIWAY F,
 AI2419'54.2 M (177.8 FT) SOUTH-SOUTHEAST OF THE SOUTH EDGE OF RUNWAY 6L-24R,
 AI2419'INLINE WITH THE EXTENDED SOUTH EDGE OF THE TAXIWAY F HOLD BARS, AND
 AI2419'FLUSH WITH THE GROUND SURFACE. NOTE--THIS STATION HAS BEEN DESIGNATED
 AI2419'AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1226 ***********************************************************************
 HY1226  DESIGNATION -  BK=NAIL
 HY1226  PID         -  HY1226
 HY1226  STATE/COUNTY-  OH/JACKSON
 HY1226  USGS QUAD   -  OAK HILL (1985)
 HY1226
 HY1226                         *CURRENT SURVEY CONTROL
 HY1226  ___________________________________________________________________
 HY1226* NAD 83(1986)-  38 56 15.     (N)    082 33 36.     (W)     SCALED    
 HY1226* NAVD 88     -       239.325  (meters)     785.19   (feet)  ADJUSTED  
 HY1226  ___________________________________________________________________
 HY1226  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HY1226  DYNAMIC HT  -         239.173 (meters)     784.69  (feet)  COMP
 HY1226  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 HY1226
 HY1226  VERT ORDER  -  SECOND    CLASS 0
 HY1226
 HY1226.The horizontal coordinates were scaled from a topographic map and have
 HY1226.an estimated accuracy of +/- 6 seconds.
 HY1226
 HY1226.The orthometric height was determined by differential leveling
 HY1226.and adjusted by the National Geodetic Survey in June 1991..
 HY1226
 HY1226.The geoid height was determined by GEOID03.
 HY1226
 HY1226.The dynamic height is computed by dividing the NAVD 88
 HY1226.geopotential number by the normal gravity value computed on the
 HY1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1226.degrees latitude (g = 980.6199 gals.).
 HY1226
 HY1226.The modeled gravity was interpolated from observed gravity values.
 HY1226
 HY1226;                    North         East    Units  Estimated Accuracy
 HY1226;SPC OH S     -   104,080.      594,800.      MT  (+/- 180 meters Scaled)
 HY1226
 HY1226                          SUPERSEDED SURVEY CONTROL
 HY1226
 HY1226  NGVD 29 (??/??/92)  239.507  (m)          785.78   (f) ADJ UNCH    2 0
 HY1226
 HY1226.Superseded values are not recommended for survey control.
 HY1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1226.See file dsdata.txt to determine how the superseded data were derived.
 HY1226
 HY1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD647109(NAD 83)
 HY1226_MARKER: N = NAIL
 HY1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1226_SP_SET: OAK TREE ROOT
 HY1226_STAMPING: BK
 HY1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1226
 HY1226  HISTORY     - Date     Condition        Report By
 HY1226  HISTORY     - UNK      MONUMENTED       CGS
 HY1226  HISTORY     - 1958     GOOD             NGS
 HY1226
 HY1226                          STATION DESCRIPTION
 HY1226
 HY1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1226'0.4 MI NE FROM CLAY.
 HY1226'ABOUT 0.1 MI E ALONG A BLACK TOP ROAD FROM THE INTERSECTION OF
 HY1226'STATE HIGHWAY 75 AT CLAY, THENCE ABOUT 0.35 MI NE ALONG A GRAVEL
 HY1226'ROAD, ABOUT 0.3 MI NE OF A CHURCH AND CEMETERY, ABOUT 0.65 MI S OF
 HY1226'JUNCTION OF A ROAD W, ON THE SW SLOPE OF A SHORT GRADE, IN THE
 HY1226'NE EDGE OF CLEARING OF PIPE LINE CROSSING.  IN THE NOTCH CUT
 HY1226'IN THE TOP OF ROOT ON THE W SIDE OF A 30-IN OAK TREE WITH TWO
 HY1226'TRUNKS, 5.6 FT NE OF BM M 222, 3.8 FT E OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0125 ***********************************************************************
 KZ0125  DESIGNATION -  BL
 KZ0125  PID         -  KZ0125
 KZ0125  STATE/COUNTY-  OH/ASHLAND
 KZ0125  USGS QUAD   -  PAVONIA (1984)
 KZ0125
 KZ0125                         *CURRENT SURVEY CONTROL
 KZ0125  ___________________________________________________________________
 KZ0125* NAD 83(1986)-  40 50 46.     (N)    082 24 08.     (W)     SCALED    
 KZ0125* NAVD 88     -       371.279  (meters)    1218.10   (feet)  ADJUSTED  
 KZ0125  ___________________________________________________________________
 KZ0125  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KZ0125  DYNAMIC HT  -         371.105 (meters)    1217.53  (feet)  COMP
 KZ0125  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 KZ0125
 KZ0125  VERT ORDER  -  SECOND    CLASS 0
 KZ0125
 KZ0125.The horizontal coordinates were scaled from a topographic map and have
 KZ0125.an estimated accuracy of +/- 6 seconds.
 KZ0125
 KZ0125.The orthometric height was determined by differential leveling
 KZ0125.and adjusted by the National Geodetic Survey in June 1991..
 KZ0125
 KZ0125.The geoid height was determined by GEOID03.
 KZ0125
 KZ0125.The dynamic height is computed by dividing the NAVD 88
 KZ0125.geopotential number by the normal gravity value computed on the
 KZ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0125.degrees latitude (g = 980.6199 gals.).
 KZ0125
 KZ0125.The modeled gravity was interpolated from observed gravity values.
 KZ0125
 KZ0125;                    North         East    Units  Estimated Accuracy
 KZ0125;SPC OH N     -   130,980.      608,250.      MT  (+/- 180 meters Scaled)
 KZ0125
 KZ0125                          SUPERSEDED SURVEY CONTROL
 KZ0125
 KZ0125  NGVD 29 (??/??/92)  371.446  (m)         1218.65   (f) ADJ UNCH    2 0
 KZ0125
 KZ0125.Superseded values are not recommended for survey control.
 KZ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0125.See file dsdata.txt to determine how the superseded data were derived.
 KZ0125
 KZ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF817226(NAD 83)
 KZ0125_MARKER: DB = BENCH MARK DISK
 KZ0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0125_SP_SET: ELM TREE ROOT
 KZ0125_STAMPING: BL
 KZ0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0125
 KZ0125  HISTORY     - Date     Condition        Report By
 KZ0125  HISTORY     - UNK      MONUMENTED       CGS
 KZ0125  HISTORY     - 1959     GOOD             NGS
 KZ0125
 KZ0125                          STATION DESCRIPTION
 KZ0125
 KZ0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0125'3.4 MI SE FROM OLIVESBURG.
 KZ0125'3.35 MILES SOUTHEAST ALONG STATE HIGHWAY 603 FROM THE INTERSECTION
 KZ0125'OF STATE HIGHWAY 545 AT OLIVESBURG, ABOUT 54 YARDS NORTH OF THE
 KZ0125'JUNCTION OF MILTON TWP ROAD 51 LEADING WEST, AT THE SOUTHWEST
 KZ0125'CORNER OF A PARKING AREA FOR THE PARADISE HILL CHURCH, IN A NOTCH
 KZ0125'CUT IN THE TOP OF A LARGE ROOT ON THE WEST SIDE OF A 40-INCH ELM
 KZ0125'TREE, 9 FEET SOUTHEAST OF BENCH MARK D 255 DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1698 ***********************************************************************
 JY1698  DESIGNATION -  BL 30
 JY1698  PID         -  JY1698
 JY1698  STATE/COUNTY-  OH/FAIRFIELD
 JY1698  USGS QUAD   -  CANAL WINCHESTER (1994)
 JY1698
 JY1698                         *CURRENT SURVEY CONTROL
 JY1698  ___________________________________________________________________
 JY1698* NAD 83(1995)-  39 46 49.14525(N)    082 49 31.84775(W)     ADJUSTED  
 JY1698* NAVD 88     -       293.3    (meters)     962.     (feet)  VERTCON   
 JY1698  ___________________________________________________________________
 JY1698  X           -     613,035.849 (meters)                     COMP
 JY1698  Y           -  -4,870,117.771 (meters)                     COMP
 JY1698  Z           -   4,059,436.168 (meters)                     COMP
 JY1698  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JY1698  ELLIP HEIGHT-         259.18  (meters)          (10/07/05) GPS OBS
 JY1698  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY1698
 JY1698  HORZ ORDER  -  FIRST
 JY1698  ELLP ORDER  -  FOURTH    CLASS I
 JY1698
 JY1698.The horizontal coordinates were established by GPS observations
 JY1698.and adjusted by the National Geodetic Survey in April 1998..
 JY1698
 JY1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1698
 JY1698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1698
 JY1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1698
 JY1698.The ellipsoidal height was determined by GPS observations
 JY1698.and is referenced to NAD 83.
 JY1698
 JY1698.The geoid height was determined by GEOID03.
 JY1698
 JY1698;                    North         East     Units Scale Factor Converg.
 JY1698;SPC OH S     -   197,691.939   572,115.478   MT  0.99995974   -0 12 23.6
 JY1698;UTM  17      - 4,404,968.914   343,671.683   MT  0.99990087   -1 10 05.8
 JY1698
 JY1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1698!SPC OH S     -   0.99995934  x   0.99995974  =   0.99991908
 JY1698!UTM  17      -   0.99995934  x   0.99990087  =   0.99986021
 JY1698
 JY1698                          SUPERSEDED SURVEY CONTROL
 JY1698
 JY1698  ELLIP H (04/01/98)  259.20   (m)                       GP(       ) 4 1
 JY1698  NAD 83(1986)-  39 46 49.15174(N)    082 49 31.85068(W) AD(       ) 1
 JY1698  NGVD 29 (08/31/92)  293.4    (m)          963.     (f) GPS OBS        
 JY1698
 JY1698.Superseded values are not recommended for survey control.
 JY1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1698.See file dsdata.txt to determine how the superseded data were derived.
 JY1698
 JY1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4367204969(NAD 83)
 JY1698_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1698_SP_SET: CONCRETE POST
 JY1698_STAMPING: BL 30 1991
 JY1698_MARK LOGO: FCA   
 JY1698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1698+STABILITY: SURFACE MOTION
 JY1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1698+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1698
 JY1698  HISTORY     - Date     Condition        Report By
 JY1698  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1698
 JY1698                          STATION DESCRIPTION
 JY1698
 JY1698'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1698'STATION BL 30 IS LOCATED ON THE WEST SIDE OF BLOOM TOWNSHIP IN
 JY1698'FAIRFIELD COUNTY, OHIO ON THE EAST SIDE OF WINCHESTER-SOUTHERN ROAD
 JY1698'(S.R. 674) ON THE BACK SIDE OF A DITCH ALONG THE PROJECTED CENTERLINE
 JY1698'OF PERRILL ROAD WEST. TO REACH FROM THE INTERSECTION OF S.R. 674 AND
 JY1698'MARCY ROAD, GO NORTH ALONG S.R. 674 FOR 2.00 MI (3.22 KM) TO PERRILL
 JY1698'ROAD TO THE STATION. STATION IS 15.5 FT (4.7 M) EAST OF EAST EDGE OF
 JY1698'PAVEMENT OF S.R. 674, 3.0 FT (0.9 M) WEST OF A WOOD FENCE ON THE EAST
 JY1698'SIDE OF THE SAID S.R. 674, 16.3 FT (5.0 M) NORTHEAST OF A POWER POLE
 JY1698'LOCATED ON THE EAST SIDE OF THE SAID S.R. 674 AND 60.0 FT (18.3 M)
 JY1698'NORTH OF THE CENTERLINE DRIVE TO HOUSE NO. 2950 LOCATED ON THE EAST
 JY1698'SIDE OF THE SAID S.R. 674. MARK IS A CONCRETE MONUMENT WITH ALUMINUM
 JY1698'DISK SET 1 INCH BELOW GROUND AND STAMPED FAIRFIELD COUNTY AUDITOR BL
 JY1698'30 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1699 ***********************************************************************
 JY1699  DESIGNATION -  BL 31
 JY1699  PID         -  JY1699
 JY1699  STATE/COUNTY-  OH/FAIRFIELD
 JY1699  USGS QUAD   -  EAST RINGGOLD (1992)
 JY1699
 JY1699                         *CURRENT SURVEY CONTROL
 JY1699  ___________________________________________________________________
 JY1699* NAD 83(1995)-  39 44 17.09555(N)    082 49 45.84900(W)     ADJUSTED  
 JY1699* NAVD 88     -       273.6    (meters)     898.     (feet)  VERTCON   
 JY1699  ___________________________________________________________________
 JY1699  X           -     613,077.755 (meters)                     COMP
 JY1699  Y           -  -4,873,120.167 (meters)                     COMP
 JY1699  Z           -   4,055,818.412 (meters)                     COMP
 JY1699  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 JY1699  ELLIP HEIGHT-         239.42  (meters)          (10/07/05) GPS OBS
 JY1699  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JY1699
 JY1699  HORZ ORDER  -  FIRST
 JY1699  ELLP ORDER  -  FOURTH    CLASS I
 JY1699
 JY1699.The horizontal coordinates were established by GPS observations
 JY1699.and adjusted by the National Geodetic Survey in April 1998..
 JY1699
 JY1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1699
 JY1699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1699
 JY1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1699
 JY1699.The ellipsoidal height was determined by GPS observations
 JY1699.and is referenced to NAD 83.
 JY1699
 JY1699.The geoid height was determined by GEOID03.
 JY1699
 JY1699;                    North         East     Units Scale Factor Converg.
 JY1699;SPC OH S     -   193,003.912   571,765.209   MT  0.99995492   -0 12 32.4
 JY1699;UTM  17      - 4,400,287.683   343,242.841   MT  0.99990253   -1 10 11.1
 JY1699
 JY1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1699!SPC OH S     -   0.99996244  x   0.99995492  =   0.99991736
 JY1699!UTM  17      -   0.99996244  x   0.99990253  =   0.99986497
 JY1699
 JY1699                          SUPERSEDED SURVEY CONTROL
 JY1699
 JY1699  ELLIP H (04/01/98)  239.44   (m)                       GP(       ) 4 1
 JY1699  NAD 83(1986)-  39 44 17.10183(N)    082 49 45.85178(W) AD(       ) 1
 JY1699  NGVD 29 (08/31/92)  273.7    (m)          898.     (f) GPS OBS        
 JY1699
 JY1699.Superseded values are not recommended for survey control.
 JY1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1699.See file dsdata.txt to determine how the superseded data were derived.
 JY1699
 JY1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4324300288(NAD 83)
 JY1699_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1699_SP_SET: CONCRETE POST
 JY1699_STAMPING: BL 31 1991
 JY1699_MARK LOGO: FCA   
 JY1699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1699+STABILITY: SURFACE MOTION
 JY1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1699+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1699
 JY1699  HISTORY     - Date     Condition        Report By
 JY1699  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1699
 JY1699                          STATION DESCRIPTION
 JY1699
 JY1699'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1699'STATION BL 31 IS LOCATED ON THE SOUTHWEST CORNER OF BLOOM TOWNSHIP IN
 JY1699'FAIRFIELD COUNTY, OHIO ON THE EAST SIDE OF WINCHESTER-SOUTHERN ROAD
 JY1699'(S.R. 674). TO REACH FROM THE INTERSECTION OF S.R. 674 AND ROYALTON
 JY1699'ROAD (S.R. 752), GO NORTH ALONG S.R. 674 FOR 1.00 MI (1.61 KM) TO THE
 JY1699'STATION. STATION IS 28.7 FT (8.7 M) EAST OF EAST EDGE OF PAVEMENT OF
 JY1699'S.R. 674 AND 5.0 FT (1.5 M) WEST OF A POWER POLE LOCATED ON THE EAST
 JY1699'SIDE OF THE SAID S.R. 674. MARK IS A CONCRETE MONUMENT WITH ALUMINUM
 JY1699'DISK AND STAMPED FAIRFIELD COUNTY AUDITOR BL 31 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1243 ***********************************************************************
 MB1243  DESIGNATION -  BLACK
 MB1243  PID         -  MB1243
 MB1243  STATE/COUNTY-  OH/SUMMIT
 MB1243  USGS QUAD   -  AKRON EAST (1964)
 MB1243
 MB1243                         *CURRENT SURVEY CONTROL
 MB1243  ___________________________________________________________________
 MB1243* NAD 83(1995)-  41 06 01.64621(N)    081 28 12.99211(W)     ADJUSTED  
 MB1243* NAVD 88     -       364.170  (meters)    1194.78   (feet)  ADJUSTED  
 MB1243  ___________________________________________________________________
 MB1243  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 MB1243  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MB1243  DYNAMIC HT  -         364.011 (meters)    1194.26  (feet)  COMP
 MB1243  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 MB1243
 MB1243  HORZ ORDER  -  FIRST
 MB1243  VERT ORDER  -  FIRST     CLASS II
 MB1243
 MB1243.The horizontal coordinates were established by classical geodetic methods
 MB1243.and adjusted by the National Geodetic Survey in April 1998..
 MB1243
 MB1243.The orthometric height was determined by differential leveling
 MB1243.and adjusted by the National Geodetic Survey in June 1991..
 MB1243
 MB1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1243
 MB1243.The geoid height was determined by GEOID03.
 MB1243
 MB1243.The dynamic height is computed by dividing the NAVD 88
 MB1243.geopotential number by the normal gravity value computed on the
 MB1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1243.degrees latitude (g = 980.6199 gals.).
 MB1243
 MB1243.The modeled gravity was interpolated from observed gravity values.
 MB1243
 MB1243;                    North         East     Units Scale Factor Converg.
 MB1243;SPC OH N     -   159,727.314   686,497.121   MT  0.99993930   +0 40 35.3
 MB1243;UTM  17      - 4,550,015.412   460,509.153   MT  0.99961919   -0 18 33.0
 MB1243
 MB1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1243!SPC OH N     -   0.99994812  x   0.99993930  =   0.99988743
 MB1243!UTM  17      -   0.99994812  x   0.99961919  =   0.99956733
 MB1243
 MB1243:                Primary Azimuth Mark                     Grid Az
 MB1243:SPC OH N     -  CUYAHOGA FALLS MUN STANDPIPE             006 36 51.7
 MB1243:UTM  17      -  CUYAHOGA FALLS MUN STANDPIPE             007 36 00.0
 MB1243
 MB1243|---------------------------------------------------------------------|
 MB1243| PID    Reference Object                     Distance      Geod. Az  |
 MB1243|                                                           dddmmss.s |
 MB1243| MB2738 CUYAHOGA FALLS MUN STANDPIPE        APPROX. 2.8 KM 0071727.0 |
 MB1243| MB2710 TALLMADGE FIRST CONG CH SPIRE       APPROX. 2.4 KM 0863357.3 |
 MB1243| MB2715 TALLMADGE MUNICIPAL STANDPIPE       APPROX. 3.6 KM 0912021.4 |
 MB1243| MB2699 AKRON BRITTAIN RD MUN TANK          APPROX. 2.8 KM 1734358.4 |
 MB1243| MB2697 AKRON BLACKSTONE AVE MUN SPIPE       26.937 METERS 19910     |
 MB1243| MB2920 AKRON TV STATION WAKR MAST          APPROX. 4.5 KM 2433538.8 |
 MB1243|---------------------------------------------------------------------|
 MB1243
 MB1243                          SUPERSEDED SURVEY CONTROL
 MB1243
 MB1243  NAD 83(1986)-  41 06 01.65312(N)    081 28 12.99549(W) AD(       ) 1
 MB1243  NAD 27      -  41 06 01.45101(N)    081 28 13.57205(W) AD(       ) 1
 MB1243  NGVD 29 (??/??/92)  364.366  (m)         1195.42   (f) ADJ UNCH    1 2
 MB1243
 MB1243.Superseded values are not recommended for survey control.
 MB1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1243.See file dsdata.txt to determine how the superseded data were derived.
 MB1243
 MB1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6050950015(NAD 83)
 MB1243_MARKER: DD = SURVEY DISK
 MB1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1243_STAMPING: BLACK
 MB1243_MARK LOGO: OH0070
 MB1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1243+STABILITY: SURFACE MOTION
 MB1243
 MB1243  HISTORY     - Date     Condition        Report By
 MB1243  HISTORY     - 1963     MONUMENTED       OH0070
 MB1243  HISTORY     - 1964     GOOD             CGS
 MB1243
 MB1243                          STATION DESCRIPTION
 MB1243
 MB1243'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1243'THE STATION IS ABOUT 2-3/4 MILES NORTHEAST OF DOWNTOWN AKRON, 0.2
 MB1243'MILE WEST OF BRITTAIN ROAD,
 MB1243'0.1 MILE SOUTH OF TALLMADGE AVENUE AND NEAR THE SITE OF THE AKRON
 MB1243'MUNICIPAL BLACKSTONE AVENUE
 MB1243'STANDPIPE.  IT IS 65.8 FEET NORTH-NORTHEAST OF THE STANDPIPE,
 MB1243'24 FEET SOUTH OF THE CENTERLINE OF LONGSTONE
 MB1243'AVENUE, 37 FEET WEST OF THE CENTERLINE OF A
 MB1243'GRAVELED DRIVEWAY WEST OF AND PARALLEL TO BLACKSTONE AVENUE AND
 MB1243'94 FEET WEST-SOUTHWEST OF THE
 MB1243'INTERSECTION OF BLACKSTONE AVENUE AND LONGSTONE AVENUE.  THE MARK IS
 MB1243'A CITY OF AKRON DISK STAMPED BLACK
 MB1243'SET IN AN IRREGULAR MASS OF CONCRETE 4 INCHES BELOW THE
 MB1243'SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND
 MB1243'COVERED WITH A 2 FOOT IRON COVER.
 MB1243
 MB1243                          STATION RECOVERY (1964)
 MB1243
 MB1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1243'AT AKRON.
 MB1243'AT AKRON, 0.2 MILE WEST ALONG TALLMADGE AVENUE FROM ITS
 MB1243'INTERSECTION WITH BRITTAIN ROAD, THENCE 0.1 MILE SOUTH ALONG
 MB1243'BLACKSTONE AVENUE, NEAR THE SITE OF THE AKRON MUNICIPAL BLACKSTONE
 MB1243'STANDPIPE, 92 FEET SOUTHWEST OF THE CENTER LINE OF BLACKSTONE
 MB1243'AVENUE, 27 FEET SOUTH OF THE CENTER LINE OF LANGSTONE AVENUE,
 MB1243'65.8 FEET NORTHEAST OF THE CENTER OF THE STANDPIPE, 34 1/2 FEET
 MB1243'WEST OF THE CENTER LINE OF A GRAVELED ROAD JUST EAST OF THE
 MB1243'STANDPIPE, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
 MB1243'LEVEL OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 24-INCH
 MB1243'CAST IRON MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2085 ***********************************************************************
 MB2085  DESIGNATION -  BLACK
 MB2085  PID         -  MB2085
 MB2085  STATE/COUNTY-  OH/ASHTABULA
 MB2085  USGS QUAD   -  ANDOVER (1994)
 MB2085
 MB2085                         *CURRENT SURVEY CONTROL
 MB2085  ___________________________________________________________________
 MB2085* NAD 83(1995)-  41 34 47.60044(N)    080 31 44.02664(W)     ADJUSTED  
 MB2085* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 MB2085  ___________________________________________________________________
 MB2085  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 MB2085  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB2085
 MB2085  HORZ ORDER  -  THIRD
 MB2085
 MB2085.The horizontal coordinates were established by classical geodetic methods
 MB2085.and adjusted by the National Geodetic Survey in April 1998..
 MB2085
 MB2085.The orthometric height was scaled from a topographic map.
 MB2085
 MB2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2085
 MB2085.The geoid height was determined by GEOID03.
 MB2085
 MB2085;                    North         East     Units Scale Factor Converg.
 MB2085;SPC OH N     -   214,317.512   764,359.750   MT  0.99997905   +1 17 41.7
 MB2085;SPC PA N     -   160,661.887   368,307.014   MT  0.99996085   -1 50 18.1
 MB2085;SPC PA N     -   527,104.87  1,208,353.93   sFT  0.99996085   -1 50 18.1
 MB2085;UTM  17      - 4,603,240.645   539,271.314   MT  0.99961898   +0 18 45.6
 MB2085
 MB2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2085!SPC OH N     -   0.99995687  x   0.99997905  =   0.99993592
 MB2085!SPC PA N     -   0.99995687  x   0.99996085  =   0.99991772
 MB2085!UTM  17      -   0.99995687  x   0.99961898  =   0.99957587
 MB2085
 MB2085:                Primary Azimuth Mark                     Grid Az
 MB2085:SPC OH N     -  CAUSEWAY                                 026 43 19.3
 MB2085:SPC PA N     -  CAUSEWAY                                 029 51 19.1
 MB2085:UTM  17      -  CAUSEWAY                                 027 42 15.4
 MB2085
 MB2085|---------------------------------------------------------------------|
 MB2085| PID    Reference Object                     Distance      Geod. Az  |
 MB2085|                                                           dddmmss.s |
 MB2085| MB2087 CAUSEWAY                            APPROX. 3.4 KM 0280101.0 |
 MB2085| CX3261 BLACK RM 1                            6.416 METERS 04802     |
 MB2085| CX3262 BLACK RM 2                            6.038 METERS 31755     |
 MB2085|---------------------------------------------------------------------|
 MB2085
 MB2085                          SUPERSEDED SURVEY CONTROL
 MB2085
 MB2085  NAD 83(1986)-  41 34 47.60514(N)    080 31 44.02313(W) AD(       ) 3
 MB2085  NAD 27      -  41 34 47.40500(N)    080 31 44.76700(W) AD(       ) 3
 MB2085
 MB2085.Superseded values are not recommended for survey control.
 MB2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2085.See file dsdata.txt to determine how the superseded data were derived.
 MB2085
 MB2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3927103241(NAD 83)
 MB2085_MARKER: Z = SEE DESCRIPTION
 MB2085_SETTING: 0 = UNSPECIFIED SETTING
 MB2085
 MB2085  HISTORY     - Date     Condition        Report By
 MB2085  HISTORY     - 1941     MONUMENTED       PADFW
 MB2085  HISTORY     - 1959     SEE DESCRIPTION  USGS
 MB2085  HISTORY     - 19931010 MARK NOT FOUND   OHDT
 MB2085  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 MB2085  HISTORY     - 19980925 MARK NOT FOUND   USPSQD
 MB2085
 MB2085                          STATION DESCRIPTION
 MB2085
 MB2085'DESCRIBED BY PA DEPT FORESTS WTRS 1941
 MB2085'STATION IS ON AN ISLAND.
 MB2085'
 MB2085'REACHED FROM THE PUBLIC SQUARE IN ANDOVER, OHIO, BY GOING E
 MB2085'ON HIGHWAY 85 FOR
 MB2085'1.5 MILES, THENCE S ON ROUTE 524 FOR 1.8 MILES,
 MB2085'THENCE E ON UNIMPROVED ROAD ABOUT
 MB2085'1/2 MILE TO A CAMP SITE ON THE
 MB2085'RESERVOIR SHORE LINE, THENCE BY BOAT (NE) TO A SMALL
 MB2085'ISLAND ABOUT
 MB2085'1/4 MILE OFFSHORE.
 MB2085'
 MB2085'THE STATION IS IN ABOUT THE CENTRAL PORTION OF ISLAND NEAR
 MB2085'THE SE SHORE LINE.
 MB2085'
 MB2085'STATION IS MARKED WITH A PA. COORDINATE SYSTEM BRONZE TABLET
 MB2085'SET IN THE TOP OF
 MB2085'A 6- BY 6- BY 36-INCH CONCRETE MONUMENT, THE
 MB2085'TOP OF WHICH IS FLUSH WITH THE
 MB2085'GROUND LEVEL.
 MB2085'
 MB2085'REFERENCE MARK NO.1 IS A 2-INCH IRON PIPE FILLED WITH CONCRETE
 MB2085'WITH 1/4-INCH
 MB2085'COPPER PLUG SET IN CENTER AND PROTRUDES 6
 MB2085'INCHES ABOVE GROUND.
 MB2085'
 MB2085'REFERENCE MARK NO.2 IS MARKED THE SAME AS REFERENCE MARK
 MB2085'NO.1.
 MB2085
 MB2085                          STATION RECOVERY (1959)
 MB2085
 MB2085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MB2085'STATION FOUND DESTROYED.
 MB2085
 MB2085                          STATION RECOVERY (1993)
 MB2085
 MB2085'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2085'MARK NOT FOUND.
 MB2085
 MB2085                          STATION RECOVERY (1996)
 MB2085
 MB2085'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2085'MARK NOT FOUND.
 MB2085
 MB2085                          STATION RECOVERY (1998)
 MB2085
 MB2085'RECOVERY NOTE BY US POWER SQUADRON 1998
 MB2085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1427 ***********************************************************************
 JY1427  DESIGNATION -  BLACK
 JY1427  PID         -  JY1427
 JY1427  STATE/COUNTY-  OH/HOCKING
 JY1427  USGS QUAD   -  CLEARPORT (1994)
 JY1427
 JY1427                         *CURRENT SURVEY CONTROL
 JY1427  ___________________________________________________________________
 JY1427* NAD 83(1995)-  39 32 28.64704(N)    082 38 58.55571(W)     ADJUSTED  
 JY1427* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 JY1427  ___________________________________________________________________
 JY1427  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 JY1427  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JY1427
 JY1427  HORZ ORDER  -  FIRST
 JY1427
 JY1427.The horizontal coordinates were established by classical geodetic methods
 JY1427.and adjusted by the National Geodetic Survey in April 1998..
 JY1427
 JY1427.The orthometric height was scaled from a topographic map.
 JY1427
 JY1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1427
 JY1427.The geoid height was determined by GEOID03.
 JY1427
 JY1427;                    North         East     Units Scale Factor Converg.
 JY1427;SPC OH S     -   171,114.954   587,140.894   MT  0.99993965   -0 05 41.7
 JY1427;UTM  17      - 4,378,146.301   358,249.325   MT  0.99984739   -1 03 01.3
 JY1427
 JY1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1427!SPC OH S     -   0.99994701  x   0.99993965  =   0.99988666
 JY1427!UTM  17      -   0.99994701  x   0.99984739  =   0.99979441
 JY1427
 JY1427:                Primary Azimuth Mark                     Grid Az
 JY1427:SPC OH S     -  BLACK AZ MK                              054 05 54.4
 JY1427:UTM  17      -  BLACK AZ MK                              055 03 14.0
 JY1427
 JY1427|---------------------------------------------------------------------|
 JY1427| PID    Reference Object                     Distance      Geod. Az  |
 JY1427|                                                           dddmmss.s |
 JY1427| CE5770 BLACK AZ MK                                        0540012.7 |
 JY1427| JY1399 ROCK HOUSE LOOKOUT TOWER            APPROX. 6.0 KM 1475127.0 |
 JY1427| CE5771 BLACK RM 1                           49.338 METERS 23325     |
 JY1427| CE5772 BLACK RM 2                           48.872 METERS 31451     |
 JY1427| JY1429 SCOUTS                              APPROX.14.2 KM 3571024.7 |
 JY1427|---------------------------------------------------------------------|
 JY1427
 JY1427                          SUPERSEDED SURVEY CONTROL
 JY1427
 JY1427  NAD 83(1986)-  39 32 28.65193(N)    082 38 58.55960(W) AD(       ) 1
 JY1427  NAD 27      -  39 32 28.42800(N)    082 38 58.96700(W) AD(       ) 1
 JY1427
 JY1427.Superseded values are not recommended for survey control.
 JY1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1427.See file dsdata.txt to determine how the superseded data were derived.
 JY1427
 JY1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD5824978146(NAD 83)
 JY1427_MARKER: DS = TRIANGULATION STATION DISK
 JY1427_SETTING: 0 = UNSPECIFIED SETTING
 JY1427
 JY1427  HISTORY     - Date     Condition        Report By
 JY1427  HISTORY     - 1945     MONUMENTED       CGS
 JY1427
 JY1427                          STATION DESCRIPTION
 JY1427
 JY1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1427'STATION IS LOCATED ABOUT 11 MILES BY ROAD NE OF LAURELVILLE, ON
 JY1427'PROPERTY OF MRS. HIMBEGAR WHO LIVES ABOUT 200 YARDS NE OF THE
 JY1427'STATION.  THE MARK IS SITUATED ON THE HIGHEST POINT OF PASTURE LAND
 JY1427'NEAR THE W EDGE OF THE FIELD.  IT IS 179.5 FEET N OF A
 JY1427'RIGHT-OF-WAY FENCELINE AND 123 FEET E OF A N-S FENCELINE.
 JY1427'
 JY1427'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST.
 JY1427'THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 JY1427'DISK IS STAMPED BLACK 1945.  UNDERGROUND MARK IS A BRONZE STATION
 JY1427'DISK SET IN CONCRETE.
 JY1427'
 JY1427'REFERENCE MARK 1 IS 161.87 FEET SW OF THE STATION AT THE W EDGE OF
 JY1427'THE FIELD.  IT IS ABOUT 50 FEET N OF A FENCE CORNER AND 1.5 FEET N
 JY1427'OF A STANDARD WITNESS POST.  IT IS A BRONZE REFERENCE DISK SET IN TOP
 JY1427'OF A CONCRETE POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JY1427'STAMPED BLACK NO. 1 1945.
 JY1427'
 JY1427'REFERENCE MARK 2 IS 160.34 FEET NW OF THE STATION IN THE FENCELINE.
 JY1427'IT IS 2 FEET S OF A BOARD GATE AND 1 FOOT E OF THE FENCELINE.  IT IS
 JY1427'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.  THE MARK
 JY1427'PROJECTS 4 INCHES AND THE DISK IS STAMPED BLACK NO. 2 1945.
 JY1427'
 JY1427'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NE OF THE STATION AND ABOUT
 JY1427'100 FEET S OF THE HIMBEGAR HOUSE.  IT IS SITUATED IN THE E
 JY1427'RIGHT-OF-WAY FENCELINE, 16 FEET E OF THE APPROXIMATE CENTER OF THE
 JY1427'ROAD, AND 2 FEET N OF A STANDARD WITNESS POST.  IT IS A BRONZE
 JY1427'AZIMUTH DISK SET IN TOP OF A CONCRETE POST.  THE MARK PROJECTS 4
 JY1427'INCHES AND THE DISK IS STAMPED BLACK 1945.
 JY1427'
 JY1427'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 180
 JY1427'IN LAURELVILLE, GO NE ON STATE HIGHWAY 180 FOR 8.1 MILES TO A SIDE
 JY1427'ROAD LEADING SHARP LEFT AT THE MOUND CROSSING GENERAL STORE.  TURN
 JY1427'LEFT AND FOLLOW A GRAVELED ROAD NW FOR 3.05 MILES, THEN TAKE THE
 JY1427'RIGHT FORK FOR 0.1 MILE TO THE AZIMUTH MARK AND MRS. HIMBEGARS HOUSE
 JY1427'ON THE RIGHT.  TURN SHARP LEFT THROUGH A BOARD GATE AND BARN LOT
 JY1427'AND ENTER A PASTURE FIELD THROUGH ANOTHER GATE.  FOLLOW THE TOP OF
 JY1427'THE RIDGE FOR ABOUT 0.1 MILE TO THE HIGHEST GROUND AND STATION
 JY1427'NEAR THE W EDGE OF THE FIELD AS DESCRIBED.
 JY1427'
 JY1427'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2107 ***********************************************************************
 KZ2107  CBN         -  This is a Cooperative Base Network Control Station.
 KZ2107  DESIGNATION -  BLACK
 KZ2107  PID         -  KZ2107
 KZ2107  STATE/COUNTY-  OH/HANCOCK
 KZ2107  USGS QUAD   -  RAWSON (1972)
 KZ2107
 KZ2107                         *CURRENT SURVEY CONTROL
 KZ2107  ___________________________________________________________________
 KZ2107* NAD 83(1995)-  40 53 34.00022(N)    083 49 24.71990(W)     ADJUSTED  
 KZ2107* NAVD 88     -       260.760  (meters)     855.51   (feet)  ADJUSTED  
 KZ2107  ___________________________________________________________________
 KZ2107  X           -     519,510.202 (meters)                     COMP
 KZ2107  Y           -  -4,800,536.251 (meters)                     COMP
 KZ2107  Z           -   4,153,576.891 (meters)                     COMP
 KZ2107  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 KZ2107  ELLIP HEIGHT-         225.42  (meters)          (03/08/05) GPS OBS
 KZ2107  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 KZ2107  DYNAMIC HT  -         260.630 (meters)     855.08  (feet)  COMP
 KZ2107  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 KZ2107
 KZ2107  HORZ ORDER  -  B
 KZ2107  VERT ORDER  -  FIRST     CLASS II
 KZ2107  ELLP ORDER  -  FOURTH    CLASS II
 KZ2107
 KZ2107.The horizontal coordinates were established by GPS observations
 KZ2107.and adjusted by the National Geodetic Survey in August 1996..
 KZ2107
 KZ2107.The orthometric height was determined by differential leveling
 KZ2107.and adjusted by the National Geodetic Survey in January 1994..
 KZ2107
 KZ2107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2107
 KZ2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2107
 KZ2107.The ellipsoidal height was determined by GPS observations
 KZ2107.and is referenced to NAD 83.
 KZ2107
 KZ2107.The geoid height was determined by GEOID03.
 KZ2107
 KZ2107.The dynamic height is computed by dividing the NAVD 88
 KZ2107.geopotential number by the normal gravity value computed on the
 KZ2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ2107.degrees latitude (g = 980.6199 gals.).
 KZ2107
 KZ2107.The modeled gravity was interpolated from observed gravity values.
 KZ2107
 KZ2107;                    North         East     Units Scale Factor Converg.
 KZ2107;SPC OH N     -   137,000.703   488,474.571   MT  0.99994378   -0 52 10.2
 KZ2107;UTM  17      - 4,530,692.991   262,138.188   MT  1.00029643   -1 50 57.4
 KZ2107
 KZ2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2107!SPC OH N     -   0.99996464  x   0.99994378  =   0.99990842
 KZ2107!UTM  17      -   0.99996464  x   1.00029643  =   1.00026106
 KZ2107
 KZ2107|---------------------------------------------------------------------|
 KZ2107| PID    Reference Object                     Distance      Geod. Az  |
 KZ2107|                                                           dddmmss.s |
 KZ2107| KZ2433 BLACK RM 1                           35.357 METERS 08749     |
 KZ2107| KZ2434 BLACK RM 2                           42.431 METERS 18658     |
 KZ2107| KZ2420 BLACK AZ MK                                        3563826.1 |
 KZ2107|---------------------------------------------------------------------|
 KZ2107
 KZ2107                          SUPERSEDED SURVEY CONTROL
 KZ2107
 KZ2107  ELLIP H (08/20/96)  225.44   (m)                       GP(       ) 4 2
 KZ2107  NAD 83(1986)-  40 53 34.00969(N)    083 49 24.73216(W) AD(       ) 1
 KZ2107  NAD 83(1986)-  40 53 34.01022(N)    083 49 24.73374(W) AD(       ) 1
 KZ2107  NAD 27      -  40 53 33.82300(N)    083 49 24.96100(W) AD(       ) 1
 KZ2107  NAVD 88 (07/20/95)  260.76   (m)          855.5    (f) LEVELING    3  
 KZ2107  NGVD 29 (07/19/86)  260.89   (m)          855.9    (f) LEVELING    3  
 KZ2107
 KZ2107.Superseded values are not recommended for survey control.
 KZ2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2107.See file dsdata.txt to determine how the superseded data were derived.
 KZ2107
 KZ2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6213830693(NAD 83)
 KZ2107_MARKER: DS = TRIANGULATION STATION DISK
 KZ2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2107_SP_SET: SQUARE CONCRETE MONUMENT
 KZ2107_STAMPING: BLACK 1943
 KZ2107_MARK LOGO: CGS   
 KZ2107_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2107+STABILITY: SURFACE MOTION
 KZ2107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2107+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1995
 KZ2107
 KZ2107  HISTORY     - Date     Condition        Report By
 KZ2107  HISTORY     - 1943     MONUMENTED       CGS
 KZ2107  HISTORY     - 1943     GOOD             CGS
 KZ2107  HISTORY     - 1957     SEE DESCRIPTION  CGS
 KZ2107  HISTORY     - 1960     GOOD             CGS
 KZ2107  HISTORY     - 1986     GOOD             NGS
 KZ2107  HISTORY     - 19870917 GOOD
 KZ2107  HISTORY     - 19891212 GOOD             OHDT
 KZ2107  HISTORY     - 19900220 GOOD
 KZ2107  HISTORY     - 19930712 GOOD             NGS
 KZ2107  HISTORY     - 19940822 GOOD             OH-063
 KZ2107  HISTORY     - 19950807 GOOD             NGS
 KZ2107
 KZ2107                          STATION DESCRIPTION
 KZ2107
 KZ2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2107'STATION IS LOCATED ABOUT 3.9 MILES E OF BLUFFTON IN THE NE ANGLE OF
 KZ2107'THE INTERSECTION OF STATE
 KZ2107'HIGHWAYS 103 AND 69.  THE MARK IS SET IN THE NE CORNER
 KZ2107'OF THE BLACK SCHOOL
 KZ2107'GROUNDS.  IT IS 54 FEET E OF STATE HIGHWAY 69,
 KZ2107'98 FEET NNW OF THE NW CORNER OF THE
 KZ2107'BLACK SCHOOL BUILDING AND 27
 KZ2107'FEET S OF AN E-W FENCE.  THE DISK IS STAMPED BLACK
 KZ2107'1943 AND IS
 KZ2107'FLUSH WITH THE SURFACE OF THE GROUND.
 KZ2107'
 KZ2107'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE BRONZE DISKS SET
 KZ2107'IN CONCRETE.
 KZ2107'
 KZ2107'REFERENCE MARK 1 IS 116.00 FEET E OF THE STATION.  IT IS 20
 KZ2107'FEET S OF A FENCE
 KZ2107'CORNER AND 1.0 FOOT W OF A N-S FENCE.  THE DISK
 KZ2107'IS STAMPED BLACK NO 1 1943.
 KZ2107'
 KZ2107'REFERENCE MARK 2 IS 139.21 FEET S OF THE STATION.  IT IS IN
 KZ2107'THE SW CORNER OF
 KZ2107'THE SCHOOL GROUNDS, 33 FEET E OF HIGHWAY 69 AND
 KZ2107'27 FEET N OF HIGHWAY 103.  THE DISK
 KZ2107'IS STAMPED BLACK NO 2 1943.
 KZ2107'
 KZ2107'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE N OF THE STATION
 KZ2107'ON THE W SIDE OF
 KZ2107'HIGHWAY 69, 2.0 FEET S OF A STANDARD REFERENCE
 KZ2107'POST AND 1.0 FOOT E OF THE W
 KZ2107'RIGHT-OF-WAY FENCE.  THE DISK IS
 KZ2107'STAMPED BLACK 1943.  TO REACH THE AZIMUTH MARK
 KZ2107'FROM THE STATION
 KZ2107'GO N ON HIGHWAY 69 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 KZ2107'
 KZ2107'TO REACH THE STATION FROM BLUFFTON GO E ON HIGHWAY 103 FOR
 KZ2107'ABOUT 4.0 MILES TO
 KZ2107'THE JUNCTION OF HIGHWAYS 103 AND 69 AND THE
 KZ2107'STATION ON THE LEFT AS DESCRIBED.
 KZ2107'
 KZ2107'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 KZ2107
 KZ2107                          STATION RECOVERY (1943)
 KZ2107
 KZ2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 KZ2107'RECOVERED IN GOOD CONDITION.
 KZ2107
 KZ2107                          STATION RECOVERY (1957)
 KZ2107
 KZ2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KZ2107'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KZ2107'WERE RECOVERED AS
 KZ2107'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KZ2107'THE STATION WAS OCCUPIED AND THE
 KZ2107'ANGLES BETWEEN THE MARKS
 KZ2107'MEASURED.  GOOD AGREEMENT WAS OBTAINED WITH THE
 KZ2107'PREVIOUS DATA.
 KZ2107'THE DISTANCE TO THE MARKS WAS RE-MEASURED AND GOOD AGREEMENT
 KZ2107'WAS ALSO
 KZ2107'OBTAINED.
 KZ2107'
 KZ2107'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KZ2107
 KZ2107                          STATION RECOVERY (1960)
 KZ2107
 KZ2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 KZ2107'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AS DESCRIBED AND
 KZ2107'ARE IN GOOD CONDITION.
 KZ2107
 KZ2107                          STATION RECOVERY (1986)
 KZ2107
 KZ2107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KZ2107'STATION MARK RECOVERED IN GOOD CONDITION. OTHER MARKS NOT SEARCHED
 KZ2107'FOR.  STATION IS IN A LAWN AT AN OLD BRICK SCHOOL BUILDING, EXTREME
 KZ2107'SOUTHWEST CORNER SECTION 3.
 KZ2107'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY
 KZ2107'103 (EXIT 142, ABOUT 1.5 MILE EAST OF BLUFFTON), GO EAST ON HIGHWAY
 KZ2107'102 FOR 2.2 MILES TO A CROSSROAD.  TURN LEFT, NORTH, ON STATE HIGHWAY
 KZ2107'235 FOR 50 METERS TO THE STATION ON THE RIGHT.
 KZ2107'STATION MARK IS A STANDARD CGS STATION DISK STAMPED --BLACK 1943--,
 KZ2107'SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST 1 CM BELOW GROUND.
 KZ2107'IT IS 50.4 METERS NORTH OF THE CENTER OF HIGHWAY 103, 16.4 METERS
 KZ2107'EAST OF THE CENTER OF HIGHWAY 235, 26.6 METERS NORTH-NORTHWEST OF
 KZ2107'THE NORTHWEST CORNER OF DESERTED SCHOOL BUILDING, AND 4.0 METERS
 KZ2107'SOUTH OF A FIBERGLASS WITNESS  POST AT FIELD EDGE.
 KZ2107'DESCRIBED BY G R HEID.  TYPED BY JAMES MALONEY 9/09/87.
 KZ2107
 KZ2107                          STATION RECOVERY (1987)
 KZ2107
 KZ2107'RECOVERED 1987
 KZ2107'RECOVERED IN GOOD CONDITION.
 KZ2107
 KZ2107                          STATION RECOVERY (1989)
 KZ2107
 KZ2107'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 KZ2107'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 KZ2107'FOR.  STATION IS IN A LAWN AT AN OLD BRICK SCHOOL BUILDING, IN T 2 S,
 KZ2107'R 9 E, EXTREME SOUTHWEST CORNER SECTION 3.
 KZ2107'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE ROUTE
 KZ2107'103, EXIT 142, ABOUT 2.5 KM (1.6 MI) EAST OF BLUFFTON, GO EAST ON
 KZ2107'ROUTE 103 FOR 3.55 KM (2.21 MI) TO STATE ROUTE 235.  TURN LEFT,
 KZ2107'NORTH, ON ROUTE 235 AND GO 50 M (164.0 FT) TO THE STATION ON THE
 KZ2107'RIGHT.
 KZ2107'STATION MARK IS SET IN TOP OF A 30 CM SQUARE CONCRETE POST 1 CM BELOW
 KZ2107'GROUND.  IT IS 50.4 M (165.4 FT) NORTH OF THE CENTER OF ROUTE 103,
 KZ2107'16.4 M (53.8 FT) EAST OF THE CENTER OF ROUTE 235, 26.6 M (87.3 FT)
 KZ2107'NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE DESERTED SCHOOL
 KZ2107'BUILDING, AND 4.1 M (13.5 FT) SOUTH OF A FIBERGLASS WITNESS POST AT
 KZ2107'FIELD EDGE.
 KZ2107
 KZ2107                          STATION RECOVERY (1990)
 KZ2107
 KZ2107'RECOVERED 1990
 KZ2107'RECOVERED IN GOOD CONDITION.
 KZ2107
 KZ2107                          STATION RECOVERY (1993)
 KZ2107
 KZ2107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 KZ2107'27.4 KM (17.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 KZ2107'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), THENCE 3.6 KM (2.25
 KZ2107'MI) EASTERLY ALONG STATE HIGHWAY 103 (EXIT 142), 50.3 M (165.0 FT)
 KZ2107'NORTH OF THE CENTERLINE OF STATE HIGHWAY 103, 26.4 M (86.6 FT)
 KZ2107'NORTHWEST OF THE NORTHWEST CORNER OF A SCHOOL (ABANDONED), 16.2 M
 KZ2107'(53.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 235, 4.1 M (13.5
 KZ2107'FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF STATE
 KZ2107'HIGHWAY 235, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 KZ2107
 KZ2107                          STATION RECOVERY (1994)
 KZ2107
 KZ2107'RECOVERY NOTE BY HANCOCK COUNTY OHIO 1994 (TM)
 KZ2107'RECOVERED AS DESCRIBED.
 KZ2107
 KZ2107                          STATION RECOVERY (1995)
 KZ2107
 KZ2107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ2107'STATION FOUND IN GOOD CONDITION.  RM 1 AND RM 2 FOUND DESTROYED.  AZ
 KZ2107'MK FOUND IN GOOD CONDITION, EXCEPT CONCRETE CHIPPED.  NEW DESCRIPTION
 KZ2107'OF STATION FOLLOWS.  THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI)
 KZ2107'NORTHEAST OF LIMA, 6.4 KM (3.95 MI) EAST OF BLUFFTON, IN THE NORTHEAST
 KZ2107'ANGLE OF THE JUNCTION OF STATE ROUTES 235 AND 103, SET FLUSH IN THE
 KZ2107'LAWN ON THE GROUNDS OF AN OLD ONE ROOM BRICK SCHOOLHOUSE.  TO REACH
 KZ2107'FROM INTERSTATE 75 EXIT 142 JUST EAST OF BLUFFTON, GO EAST ALONG STATE
 KZ2107'ROUTE 103 FOR 3.62 KM (2.25 MI) TO THE JUNCTION WITH ROUTE 235 AND THE
 KZ2107'STATION ON THE LEFT.  IT IS 50.3 M (165.0 FT) NORTH OF THE CENTERLINE
 KZ2107'OF ROUTE 103, 16.2 M (53.1 FT) EAST OF THE CENTERLINE OF ROUTE 235,
 KZ2107'26.4 M (86.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL, 10.2
 KZ2107'M (33.5 FT) WEST OF AN ELM TREE, 4.1 M (13.5 FT) SOUTH OF A WITNESS
 KZ2107'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF ROUTE 235.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1343 ***********************************************************************
 MC1343  DESIGNATION -  BLACK
 MC1343  PID         -  MC1343
 MC1343  STATE/COUNTY-  OH/SENECA
 MC1343  USGS QUAD   -  WATSON (1977)
 MC1343
 MC1343                         *CURRENT SURVEY CONTROL
 MC1343  ___________________________________________________________________
 MC1343* NAD 83(1995)-  41 11 31.91275(N)    083 02 02.73173(W)     ADJUSTED  
 MC1343* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 MC1343  ___________________________________________________________________
 MC1343  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 MC1343  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 MC1343
 MC1343  HORZ ORDER  -  FIRST
 MC1343
 MC1343.The horizontal coordinates were established by classical geodetic methods
 MC1343.and adjusted by the National Geodetic Survey in April 1998..
 MC1343
 MC1343.The orthometric height was scaled from a topographic map.
 MC1343
 MC1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1343
 MC1343.The geoid height was determined by GEOID03.
 MC1343
 MC1343;                    North         East     Units Scale Factor Converg.
 MC1343;SPC OH N     -   169,541.679   555,197.746   MT  0.99994149   -0 21 03.1
 MC1343;UTM  17      - 4,562,087.792   329,422.818   MT  0.99995811   -1 20 23.8
 MC1343
 MC1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1343!SPC OH N     -   0.99996773  x   0.99994149  =   0.99990922
 MC1343!UTM  17      -   0.99996773  x   0.99995811  =   0.99992584
 MC1343
 MC1343|---------------------------------------------------------------------|
 MC1343| PID    Reference Object                     Distance      Geod. Az  |
 MC1343|                                                           dddmmss.s |
 MC1343| CE5768 BLACK RM 1                           43.886 METERS 01340     |
 MC1343| CE5769 BLACK RM 2                           44.757 METERS 16522     |
 MC1343| MC1344 REPUBLIC MUNICIPAL TANK             APPROX. 8.2 KM 1703920.7 |
 MC1343| CE5767 BLACK AZ MK                                        1783054.9 |
 MC1343| MC1348 TIFFIN COURTHOUSE                   APPROX.14.7 KM 2341659.2 |
 MC1343| MC1333 GREEN SPRINGS MUNICIPAL TANK        APPROX. 7.4 KM 3485244.3 |
 MC1343|---------------------------------------------------------------------|
 MC1343
 MC1343                          SUPERSEDED SURVEY CONTROL
 MC1343
 MC1343  NAD 83(1986)-  41 11 31.91839(N)    083 02 02.74495(W) AD(       ) 1
 MC1343  NAD 27      -  41 11 31.72422(N)    083 02 03.05033(W) AD(       ) 1
 MC1343
 MC1343.Superseded values are not recommended for survey control.
 MC1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1343.See file dsdata.txt to determine how the superseded data were derived.
 MC1343
 MC1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2942362088(NAD 83)
 MC1343_MARKER: Z = SEE DESCRIPTION
 MC1343_SETTING: 0 = UNSPECIFIED SETTING
 MC1343
 MC1343  HISTORY     - Date     Condition        Report By
 MC1343  HISTORY     - 1928     MONUMENTED       CGS
 MC1343  HISTORY     - 1956     SEE DESCRIPTION  CGS
 MC1343  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MC1343
 MC1343                          STATION DESCRIPTION
 MC1343
 MC1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 MC1343'STATION IS 4-3/4 MILES NORTH AND 1 MILE WEST OF REPUBLIC, 1 MILE
 MC1343'SOUTH AND 1 MILE EAST OF LOWELL, ON
 MC1343'LAND OWNED BY MR. BLACK NEAR SOUTH EAST CORNER OF
 MC1343'ORCHARD SOUTH OF MR. BLACKS
 MC1343'HOUSE.  STATION MARK IS 1 FOOT UNDER
 MC1343'GROUND.
 MC1343'
 MC1343'A 90-FOOT STEEL TOWER USED.
 MC1343'
 MC1343'MARKS STANDARD, SET IN CONCRETE.
 MC1343'
 MC1343'REFERENCE MARK NO. 1 (NORTH) ON FENCE LINE ON WEST SIDE OF
 MC1343'ROUTE 62.
 MC1343'
 MC1343'REFERENCE MARK NO. 2 (SOUTH-SOUTHEAST) ON FENCE LINE ON WEST
 MC1343'SIDE OF ROUTE 62.
 MC1343
 MC1343                          STATION RECOVERY (1956)
 MC1343
 MC1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1343'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 MC1343'A CHECK WAS MADE OF THE
 MC1343'DISTANCE AND DIRECTION TO REFERENCE MARKS AND FOUND TO BE CORRECT.
 MC1343'AN AZIMUTH MARK WAS ESTABLISHED.
 MC1343'
 MC1343'A COMPLETE NEW DESCRIPTION FOLLOWS.
 MC1343'
 MC1343'STATION IS LOCATED ABOUT 5.0 MILES NORTH-NORTHWEST OF REPUBLIC, AND
 MC1343'ABOUT 4-1/2 MILES SOUTH-SOUTHEAST
 MC1343'OF GREEN SPRINGS.  STATION IS 57 FEET WEST OF APPROXIMATE CENTERLINE
 MC1343'OF ROAD, AND 37 FEET WEST OF
 MC1343'FENCELINE AND WITNESS POST.  THE MARK IS ABOUT 12 INCHES BELOW
 MC1343'THE SURFACE OF GROUND AND THE DISK IS
 MC1343'STAMPED BLACK 1928.  NOTE- 1B-7A.
 MC1343'
 MC1343'REFERENCE MARK NO. 1 IS 20 FEET WEST OF APPROXIMATE CENTERLINE OF
 MC1343'ROAD, 5-1/2 FEET SOUTH OF UTILITY
 MC1343'POLE, AND 1 FOOT WEST OF FENCELINE.  THE MARK PROJECTS 6 INCHES AND
 MC1343'THE DISK IS STAMPED BLACK NO 1 1928.
 MC1343'NOTE- 11A.
 MC1343'
 MC1343'REFERENCE MARK NO. 2 IS 22 FEET WEST OF APPROXIMATE CENTERLINE OF
 MC1343'ROAD, AND 1 FOOT WEST OF
 MC1343'FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BLACK
 MC1343'NO 2 1928.  NOTE- 11A.
 MC1343'
 MC1343'AZIMUTH MARK IS 21 FEET WEST OF APPROXIMATE CENTERLINE OF ROAD, 2
 MC1343'FEET SOUTHEAST OF FENCE CORNER,
 MC1343'AND 2 FEET NORTH OF WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 MC1343'DISK IS STAMPED BLACK 1956.  NOTE-
 MC1343'16A.
 MC1343'
 MC1343'TO REACH FROM STATE HIGHWAYS NO. 18 AND 19 IN REPUBLIC, GO NORTH ON
 MC1343'STATE HIGHWAY NO.  19 FOR 4.0 MILES
 MC1343'TO CROSSROADS.  TURN LEFT AND GO WEST ON PAVED ROAD FOR 1.0 MILE TO
 MC1343'CROSSROADS.  TURN RIGHT AND GO
 MC1343'NORTH FOR 0.4 MILE TO AZIMUTH MARK ON LEFT (WEST) SIDE OF
 MC1343'ROAD.  CONTINUE STRAIGHT AHEAD NORTH FOR 0.45
 MC1343'MILE TO STATION ON LEFT (WEST) SIDE OF ROAD
 MC1343'AS DESCRIBED.
 MC1343
 MC1343                          STATION RECOVERY (1959)
 MC1343
 MC1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1343'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION
 MC1343'OF THE MARKS WERE VERIFIED.
 MC1343'
 MC1343'THERE WAS A SMALL DIFFERENCE IN THE DISTANCE TO REFERENCE MARK NO. 1
 MC1343'AND TO REFERENCE MARK NO. 2.
 MC1343'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE MEASURED
 MC1343'HORIZONTAL PULLING 5-KILOGRAM
 MC1343'TENSION TO A 30-METER TAPE.
 MC1343'
 MC1343'THE DESCRIPTION TO ALL THE MARKS WERE VERIFIED.  THERE IS A SMALL
 MC1343'CHANGE IN THE DESCRIPTION TO
 MC1343'REACH THE STATION AND THE AZIMUTH MARK.
 MC1343'
 MC1343'THE ROUTE TO REACH THE STATION SHOULD READ AS FOLLOWS-
 MC1343'
 MC1343'THE STATION IS ON THE PROPERTY OWNED BY MR. ROLLA G. WAHNER.
 MC1343'
 MC1343'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND 18 IN
 MC1343'REPUBLIC, GO NORTH ON HIGHWAY
 MC1343'19 FOR 3.85 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST FOR 0.9 MILE
 MC1343'TO A CROSSROAD.  TURN RIGHT AND GO
 MC1343'NORTH FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MC1343'
 MC1343'CONTINUE NORTH FOR 0.4 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2112 ***********************************************************************
 KZ2112  DESIGNATION -  BLACK A
 KZ2112  PID         -  KZ2112
 KZ2112  STATE/COUNTY-  OH/HANCOCK
 KZ2112  USGS QUAD   -  ADA (1987)
 KZ2112
 KZ2112                         *CURRENT SURVEY CONTROL
 KZ2112  ___________________________________________________________________
 KZ2112* NAD 83(1995)-  40 52 24.29088(N)    083 49 25.71494(W)     ADJUSTED  
 KZ2112* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 KZ2112  ___________________________________________________________________
 KZ2112  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 KZ2112  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 KZ2112
 KZ2112  HORZ ORDER  -  FIRST
 KZ2112
 KZ2112.The horizontal coordinates were established by classical geodetic methods
 KZ2112.and adjusted by the National Geodetic Survey in April 1998..
 KZ2112
 KZ2112.The orthometric height was scaled from a topographic map.
 KZ2112
 KZ2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2112
 KZ2112.The geoid height was determined by GEOID03.
 KZ2112
 KZ2112;                    North         East     Units Scale Factor Converg.
 KZ2112;SPC OH N     -   134,851.052   488,418.645   MT  0.99994486   -0 52 10.8
 KZ2112;UTM  17      - 4,528,543.853   262,045.493   MT  1.00029697   -1 50 55.5
 KZ2112
 KZ2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2112!SPC OH N     -   0.99996368  x   0.99994486  =   0.99990854
 KZ2112!UTM  17      -   0.99996368  x   1.00029697  =   1.00026064
 KZ2112
 KZ2112:                Primary Azimuth Mark                     Grid Az
 KZ2112:SPC OH N     -  BLACK OFFSET                             000 53 23.1
 KZ2112:UTM  17      -  BLACK OFFSET                             001 52 07.8
 KZ2112
 KZ2112|---------------------------------------------------------------------|
 KZ2112| PID    Reference Object                     Distance      Geod. Az  |
 KZ2112|                                                           dddmmss.s |
 KZ2112| KZ2106 BLACK OFFSET                        APPROX. 2.2 KM 0000112.3 |
 KZ2112|---------------------------------------------------------------------|
 KZ2112
 KZ2112                          SUPERSEDED SURVEY CONTROL
 KZ2112
 KZ2112  NAD 83(1986)-  40 52 24.30111(N)    083 49 25.72871(W) AD(       ) 1
 KZ2112  NAD 27      -  40 52 24.11300(N)    083 49 25.95600(W) AD(       ) 1
 KZ2112
 KZ2112.Superseded values are not recommended for survey control.
 KZ2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2112.See file dsdata.txt to determine how the superseded data were derived.
 KZ2112
 KZ2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6204528544(NAD 83)
 KZ2112_MARKER: Z = SEE DESCRIPTION
 KZ2112_SETTING: 0 = UNSPECIFIED SETTING
 KZ2112_STAMPING: BLACK A 1943
 KZ2112_MARK LOGO: CGS   
 KZ2112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2112
 KZ2112  HISTORY     - Date     Condition        Report By
 KZ2112  HISTORY     - 1943     MONUMENTED       CGS
 KZ2112
 KZ2112                          STATION DESCRIPTION
 KZ2112
 KZ2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2112'STATION IS LOCATED ON THE W SIDE OF STATE HIGHWAY 69 ABOUT 6.3 MILES
 KZ2112'N OF ADA.  IT IS 18.5 FEET E OF A
 KZ2112'N-S FENCELINE, AND 12.5 FEET W OF THE CENTER LINE
 KZ2112'OF HIGHWAY 69.  THE DISK IS STAMPED
 KZ2112'BLACK A 1943.
 KZ2112'
 KZ2112'SURFACE MARK IS A BRONZE DISK SET IN CONCRETE.
 KZ2112'
 KZ2112'TO REACH FROM THE RAILROAD TRACKS ON STATE HIGHWAY 69 IN ADA
 KZ2112'GO N ON HIGHWAY 69
 KZ2112'FOR 6.3 MILES TO MARK ON THE LEFT.
 KZ2112'
 KZ2112'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2420 ***********************************************************************
 KZ2420  DESIGNATION -  BLACK AZ MK
 KZ2420  PID         -  KZ2420
 KZ2420  STATE/COUNTY-  OH/HANCOCK
 KZ2420  USGS QUAD   -  RAWSON (1972)
 KZ2420
 KZ2420                         *CURRENT SURVEY CONTROL
 KZ2420  ___________________________________________________________________
 KZ2420* NAD 83(1986)-  40 53 49.     (N)    083 49 26.     (W)     SCALED    
 KZ2420* NAVD 88     -       259.501  (meters)     851.38   (feet)  ADJUSTED  
 KZ2420  ___________________________________________________________________
 KZ2420  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 KZ2420  DYNAMIC HT  -         259.371 (meters)     850.95  (feet)  COMP
 KZ2420  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 KZ2420
 KZ2420  VERT ORDER  -  FIRST     CLASS II
 KZ2420
 KZ2420.The horizontal coordinates were scaled from a topographic map and have
 KZ2420.an estimated accuracy of +/- 6 seconds.
 KZ2420
 KZ2420.The orthometric height was determined by differential leveling
 KZ2420.and adjusted by the National Geodetic Survey in January 1994..
 KZ2420
 KZ2420.The geoid height was determined by GEOID03.
 KZ2420
 KZ2420.The dynamic height is computed by dividing the NAVD 88
 KZ2420.geopotential number by the normal gravity value computed on the
 KZ2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ2420.degrees latitude (g = 980.6199 gals.).
 KZ2420
 KZ2420.The modeled gravity was interpolated from observed gravity values.
 KZ2420
 KZ2420;                    North         East    Units  Estimated Accuracy
 KZ2420;SPC OH N     -   137,460.      488,450.      MT  (+/- 180 meters Scaled)
 KZ2420
 KZ2420                          SUPERSEDED SURVEY CONTROL
 KZ2420
 KZ2420.No superseded survey control is available for this station.
 KZ2420
 KZ2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF621311(NAD 83)
 KZ2420_MARKER: DZ = AZIMUTH MARK DISK
 KZ2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2420_SP_SET: CONCRETE POST
 KZ2420_STAMPING: BLACK 1943
 KZ2420_MARK LOGO: CGS   
 KZ2420_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2420+STABILITY: SURFACE MOTION
 KZ2420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ2420+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1993
 KZ2420
 KZ2420  HISTORY     - Date     Condition        Report By
 KZ2420  HISTORY     - 1943     MONUMENTED       CGS
 KZ2420  HISTORY     - 19930712 GOOD             NGS
 KZ2420
 KZ2420                          STATION DESCRIPTION
 KZ2420
 KZ2420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 KZ2420'27.4 KM (17.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 KZ2420'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), THENCE 3.6 KM (2.25
 KZ2420'MI) EASTERLY ALONG STATE HIGHWAY 103 (EXIT 142), THENCE 0.5 KM (0.30
 KZ2420'MI) NORTHERLY ALONG STATE HIGHWAY 235, 51.9 M (170.3 FT) NORTH OF THE
 KZ2420'CENTER OF A DRIVEWAY LEADING TO THE R. WOODS RESIDENCE, 8.8 M (28.9
 KZ2420'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 1.0 M (3.3 FT) SOUTH OF AN
 KZ2420'UNDERGROUND CABLE WARNING SIGN, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 KZ2420'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 KZ2420'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2118 ***********************************************************************
 KZ2118  DESIGNATION -  BLACK B
 KZ2118  PID         -  KZ2118
 KZ2118  STATE/COUNTY-  OH/HANCOCK
 KZ2118  USGS QUAD   -  ADA (1987)
 KZ2118
 KZ2118                         *CURRENT SURVEY CONTROL
 KZ2118  ___________________________________________________________________
 KZ2118* NAD 83(1995)-  40 51 29.17586(N)    083 49 26.00304(W)     ADJUSTED  
 KZ2118* NAVD 88     -       271.42   (+/-2cm)     890.5    (feet)  VERTCON   
 KZ2118  ___________________________________________________________________
 KZ2118  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 KZ2118  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 KZ2118
 KZ2118  HORZ ORDER  -  FIRST
 KZ2118  VERT ORDER  -  THIRD ? (See Below)
 KZ2118
 KZ2118.The horizontal coordinates were established by classical geodetic methods
 KZ2118.and adjusted by the National Geodetic Survey in April 1998..
 KZ2118
 KZ2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2118.The vertical order pertains to the NGVD 29 superseded value.
 KZ2118
 KZ2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2118
 KZ2118.The geoid height was determined by GEOID03.
 KZ2118
 KZ2118;                    North         East     Units Scale Factor Converg.
 KZ2118;SPC OH N     -   133,151.278   488,386.095   MT  0.99994580   -0 52 11.0
 KZ2118;UTM  17      - 4,526,844.285   261,983.890   MT  1.00029734   -1 50 53.6
 KZ2118
 KZ2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2118!SPC OH N     -   0.99996296  x   0.99994580  =   0.99990876
 KZ2118!UTM  17      -   0.99996296  x   1.00029734  =   1.00026029
 KZ2118
 KZ2118:                Primary Azimuth Mark                     Grid Az
 KZ2118:SPC OH N     -  BLACK A                                  001 05 49.4
 KZ2118:UTM  17      -  BLACK A                                  002 04 32.0
 KZ2118
 KZ2118|---------------------------------------------------------------------|
 KZ2118| PID    Reference Object                     Distance      Geod. Az  |
 KZ2118|                                                           dddmmss.s |
 KZ2118| KZ2112 BLACK A                             APPROX. 1.7 KM 0001338.4 |
 KZ2118|---------------------------------------------------------------------|
 KZ2118
 KZ2118                          SUPERSEDED SURVEY CONTROL
 KZ2118
 KZ2118  NAD 83(1986)-  40 51 29.18625(N)    083 49 26.01660(W) AD(       ) 1
 KZ2118  NAD 27      -  40 51 28.99800(N)    083 49 26.24400(W) AD(       ) 1
 KZ2118  NGVD 29 (07/19/86)  271.56   (m)          890.9    (f) LEVELING    3  
 KZ2118
 KZ2118.Superseded values are not recommended for survey control.
 KZ2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2118.See file dsdata.txt to determine how the superseded data were derived.
 KZ2118
 KZ2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6198426844(NAD 83)
 KZ2118_MARKER: Z = SEE DESCRIPTION
 KZ2118_SETTING: 0 = UNSPECIFIED SETTING
 KZ2118_STAMPING: BLACK B 1943
 KZ2118_MARK LOGO: CGS   
 KZ2118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2118
 KZ2118  HISTORY     - Date     Condition        Report By
 KZ2118  HISTORY     - 1943     MONUMENTED       CGS
 KZ2118
 KZ2118                          STATION DESCRIPTION
 KZ2118
 KZ2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2118'STATION IS LOCATED ABOUT 5.2 MILES N OF ADA AND ON THE W SIDE OF
 KZ2118'STATE HIGHWAY 69.  IT IS 11.5
 KZ2118'FEET E OF A HIGHWAY BOUNDARY MONUMENT, 19.8 FEET W OF
 KZ2118'THE CENTER LINE OF THE ROAD,
 KZ2118'61.5 FEET SW OF THE NE CORNER OF MR.
 KZ2118'BOUTWELLS HOUSE AND 13.5 FEET ENE OF A FENCE
 KZ2118'CORNER.  THE DISK IS
 KZ2118'STAMPED BLACK B 1943.
 KZ2118'
 KZ2118'THE SURFACE MARK IS A BRONZE DISK SET IN CONCRETE.
 KZ2118'
 KZ2118'TO REACH FROM THE RAILROAD TRACKS ON HIGHWAY 69 IN ADA GO N
 KZ2118'ON HIGHWAY 69 FOR
 KZ2118'5.2 MILES TO STATION ON THE LEFT.
 KZ2118'
 KZ2118'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2114 ***********************************************************************
 KZ2114  DESIGNATION -  BLACK C
 KZ2114  PID         -  KZ2114
 KZ2114  STATE/COUNTY-  OH/HANCOCK
 KZ2114  USGS QUAD   -  ADA (1987)
 KZ2114
 KZ2114                         *CURRENT SURVEY CONTROL
 KZ2114  ___________________________________________________________________
 KZ2114* NAD 83(1995)-  40 50 42.16826(N)    083 49 25.85570(W)     ADJUSTED  
 KZ2114* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 KZ2114  ___________________________________________________________________
 KZ2114  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 KZ2114  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 KZ2114
 KZ2114  HORZ ORDER  -  FIRST
 KZ2114
 KZ2114.The horizontal coordinates were established by classical geodetic methods
 KZ2114.and adjusted by the National Geodetic Survey in April 1998..
 KZ2114
 KZ2114.The orthometric height was scaled from a topographic map.
 KZ2114
 KZ2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2114
 KZ2114.The geoid height was determined by GEOID03.
 KZ2114
 KZ2114;                    North         East     Units Scale Factor Converg.
 KZ2114;SPC OH N     -   131,701.403   488,367.537   MT  0.99994665   -0 52 10.9
 KZ2114;UTM  17      - 4,525,394.429   261,940.566   MT  1.00029759   -1 50 51.7
 KZ2114
 KZ2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2114!SPC OH N     -   0.99996241  x   0.99994665  =   0.99990906
 KZ2114!UTM  17      -   0.99996241  x   1.00029759  =   1.00025999
 KZ2114
 KZ2114:                Primary Azimuth Mark                     Grid Az
 KZ2114:SPC OH N     -  BLACK B                                  000 44 00.0
 KZ2114:UTM  17      -  BLACK B                                  001 42 40.8
 KZ2114
 KZ2114|---------------------------------------------------------------------|
 KZ2114| PID    Reference Object                     Distance      Geod. Az  |
 KZ2114|                                                           dddmmss.s |
 KZ2114| KZ2118 BLACK B                             APPROX. 1.5 KM 3595149.1 |
 KZ2114|---------------------------------------------------------------------|
 KZ2114
 KZ2114                          SUPERSEDED SURVEY CONTROL
 KZ2114
 KZ2114  NAD 83(1986)-  40 50 42.17875(N)    083 49 25.86900(W) AD(       ) 1
 KZ2114  NAD 27      -  40 50 41.99000(N)    083 49 26.09700(W) AD(       ) 1
 KZ2114
 KZ2114.Superseded values are not recommended for survey control.
 KZ2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2114.See file dsdata.txt to determine how the superseded data were derived.
 KZ2114
 KZ2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6194125394(NAD 83)
 KZ2114_MARKER: Z = SEE DESCRIPTION
 KZ2114_SETTING: 0 = UNSPECIFIED SETTING
 KZ2114_STAMPING: BLACK C 1943
 KZ2114_MARK LOGO: CGS   
 KZ2114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2114
 KZ2114  HISTORY     - Date     Condition        Report By
 KZ2114  HISTORY     - 1943     MONUMENTED       CGS
 KZ2114
 KZ2114                          STATION DESCRIPTION
 KZ2114
 KZ2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2114'STATION IS LOCATED ON THE W SIDE OF STATE HIGHWAY 69 ABOUT 4.2 MILES
 KZ2114'N OF ADA.  IT IS 43.3 FEET NE OF
 KZ2114'POWER-TRANSMISSION LINE POLE CO-OP, 18 FEET E OF A
 KZ2114'N-S FENCELINE, 12 FEET W OF THE
 KZ2114'CENTER LINE OF HIGHWAY 69 AND 47.6
 KZ2114'FEET SE OF A FENCE CORNER.  THE DISK IS STAMPED
 KZ2114'BLACK C 1943.
 KZ2114'
 KZ2114'SURFACE MARK IS A BRONZE DISK SET IN CONCRETE.
 KZ2114'
 KZ2114'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30N AND STATE
 KZ2114'HIGHWAY 69 ABOUT
 KZ2114'3.5 MILES N OF ADA, GO N 0.75 MILE TO MARK ON
 KZ2114'THE LEFT.
 KZ2114'
 KZ2114'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2115 ***********************************************************************
 KZ2115  DESIGNATION -  BLACK D
 KZ2115  PID         -  KZ2115
 KZ2115  STATE/COUNTY-  OH/HANCOCK
 KZ2115  USGS QUAD   -  ADA (1987)
 KZ2115
 KZ2115                         *CURRENT SURVEY CONTROL
 KZ2115  ___________________________________________________________________
 KZ2115* NAD 83(1995)-  40 50 21.09747(N)    083 49 25.99570(W)     ADJUSTED  
 KZ2115* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 KZ2115  ___________________________________________________________________
 KZ2115  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 KZ2115  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 KZ2115
 KZ2115  HORZ ORDER  -  FIRST
 KZ2115
 KZ2115.The horizontal coordinates were established by classical geodetic methods
 KZ2115.and adjusted by the National Geodetic Survey in April 1998..
 KZ2115
 KZ2115.The orthometric height was scaled from a topographic map.
 KZ2115
 KZ2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2115
 KZ2115.The geoid height was determined by GEOID03.
 KZ2115
 KZ2115;                    North         East     Units Scale Factor Converg.
 KZ2115;SPC OH N     -   131,051.582   488,354.392   MT  0.99994705   -0 52 11.0
 KZ2115;UTM  17      - 4,524,744.699   261,916.325   MT  1.00029773   -1 50 51.1
 KZ2115
 KZ2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2115!SPC OH N     -   0.99996210  x   0.99994705  =   0.99990915
 KZ2115!UTM  17      -   0.99996210  x   1.00029773  =   1.00025982
 KZ2115
 KZ2115:                Primary Azimuth Mark                     Grid Az
 KZ2115:SPC OH N     -  BLACK C                                  001 09 31.7
 KZ2115:UTM  17      -  BLACK C                                  002 08 11.8
 KZ2115
 KZ2115|---------------------------------------------------------------------|
 KZ2115| PID    Reference Object                     Distance      Geod. Az  |
 KZ2115|                                                           dddmmss.s |
 KZ2115| KZ2114 BLACK C                             APPROX. 0.6 KM 0001720.7 |
 KZ2115|---------------------------------------------------------------------|
 KZ2115
 KZ2115                          SUPERSEDED SURVEY CONTROL
 KZ2115
 KZ2115  NAD 83(1986)-  40 50 21.10804(N)    083 49 26.00888(W) AD(       ) 1
 KZ2115  NAD 27      -  40 50 20.91900(N)    083 49 26.23700(W) AD(       ) 1
 KZ2115
 KZ2115.Superseded values are not recommended for survey control.
 KZ2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2115.See file dsdata.txt to determine how the superseded data were derived.
 KZ2115
 KZ2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6191624745(NAD 83)
 KZ2115_MARKER: Z = SEE DESCRIPTION
 KZ2115_SETTING: 0 = UNSPECIFIED SETTING
 KZ2115_STAMPING: BLACK D 1943
 KZ2115_MARK LOGO: CGS   
 KZ2115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2115
 KZ2115  HISTORY     - Date     Condition        Report By
 KZ2115  HISTORY     - 1943     MONUMENTED       CGS
 KZ2115
 KZ2115                          STATION DESCRIPTION
 KZ2115
 KZ2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2115'STATION IS LOCATED ON THE W SIDE OF STATE HIGHWAY 69 ABOUT 3.85 MILES
 KZ2115'N OF ADA.  IT IS 16 FEET W OF THE
 KZ2115'CENTERLINE OF ROAD, 10.2 FEET E OF A N-S FENCE
 KZ2115'AND 93.6 FEET NNE OF
 KZ2115'POWER-TRANSMISSION LINE POLE N. CO. C-39.  THE
 KZ2115'DISK IS STAMPED BLACK D 1943.
 KZ2115'
 KZ2115'SURFACE MARK IS A BRONZE DISK SET IN CONCRETE.
 KZ2115'
 KZ2115'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30N AND STATE
 KZ2115'HIGHWAY 69 ABOUT
 KZ2115'3.50 MILES N OF ADA, GO N 0.35 MILE ON HIGHWAY 69
 KZ2115'TO STATION ON THE LEFT.
 KZ2115'
 KZ2115'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2113 ***********************************************************************
 KZ2113  DESIGNATION -  BLACK E
 KZ2113  PID         -  KZ2113
 KZ2113  STATE/COUNTY-  OH/HANCOCK
 KZ2113  USGS QUAD   -  ADA (1987)
 KZ2113
 KZ2113                         *CURRENT SURVEY CONTROL
 KZ2113  ___________________________________________________________________
 KZ2113* NAD 83(1995)-  40 49 15.44621(N)    083 49 25.71256(W)     ADJUSTED  
 KZ2113* NAVD 88     -       286.97   (+/-2cm)     941.5    (feet)  VERTCON   
 KZ2113  ___________________________________________________________________
 KZ2113  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 KZ2113  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 KZ2113
 KZ2113  HORZ ORDER  -  FIRST
 KZ2113  VERT ORDER  -  THIRD ? (See Below)
 KZ2113
 KZ2113.The horizontal coordinates were established by classical geodetic methods
 KZ2113.and adjusted by the National Geodetic Survey in April 1998..
 KZ2113
 KZ2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2113.The vertical order pertains to the NGVD 29 superseded value.
 KZ2113
 KZ2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2113
 KZ2113.The geoid height was determined by GEOID03.
 KZ2113
 KZ2113;                    North         East     Units Scale Factor Converg.
 KZ2113;SPC OH N     -   129,026.650   488,330.287   MT  0.99994837   -0 52 10.8
 KZ2113;UTM  17      - 4,522,719.764   261,857.660   MT  1.00029808   -1 50 48.4
 KZ2113
 KZ2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2113!SPC OH N     -   0.99996050  x   0.99994837  =   0.99990888
 KZ2113!UTM  17      -   0.99996050  x   1.00029808  =   1.00025857
 KZ2113
 KZ2113:                Primary Azimuth Mark                     Grid Az
 KZ2113:SPC OH N     -  BLACK D                                  000 40 55.2
 KZ2113:UTM  17      -  BLACK D                                  001 39 32.8
 KZ2113
 KZ2113|---------------------------------------------------------------------|
 KZ2113| PID    Reference Object                     Distance      Geod. Az  |
 KZ2113|                                                           dddmmss.s |
 KZ2113| KZ2115 BLACK D                             APPROX. 2.0 KM 3594844.4 |
 KZ2113|---------------------------------------------------------------------|
 KZ2113
 KZ2113                          SUPERSEDED SURVEY CONTROL
 KZ2113
 KZ2113  NAD 83(1986)-  40 49 15.45691(N)    083 49 25.72544(W) AD(       ) 1
 KZ2113  NAD 27      -  40 49 15.26700(N)    083 49 25.95400(W) AD(       ) 1
 KZ2113  NGVD 29 (07/19/86)  287.12   (m)          942.0    (f) LEVELING    3  
 KZ2113
 KZ2113.Superseded values are not recommended for survey control.
 KZ2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2113.See file dsdata.txt to determine how the superseded data were derived.
 KZ2113
 KZ2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6185822720(NAD 83)
 KZ2113_MARKER: Z = SEE DESCRIPTION
 KZ2113_SETTING: 0 = UNSPECIFIED SETTING
 KZ2113_STAMPING: BLACK E 1943
 KZ2113_MARK LOGO: CGS   
 KZ2113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2113
 KZ2113  HISTORY     - Date     Condition        Report By
 KZ2113  HISTORY     - 1943     MONUMENTED       CGS
 KZ2113
 KZ2113                          STATION DESCRIPTION
 KZ2113
 KZ2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2113'STATION IS LOCATED ON THE W SIDE OF STATE HIGHWAY 69, ABOUT 2.5 MILES
 KZ2113'N OF ADA.  IT IS 19.5 FEET W OF
 KZ2113'THE CENTER LINE OF HIGHWAY 69, 11.2 FEET E OF
 KZ2113'POLE 8-42, 41.5 FEET WSW OF H.D.
 KZ2113'BAMES MAILBOX.  THE DISK IS
 KZ2113'STAMPED BLACK E 1943.
 KZ2113'
 KZ2113'SURFACE MARK IS A BRONZE DISK SET IN CONCRETE.
 KZ2113'
 KZ2113'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30N AND STATE
 KZ2113'HIGHWAY 69 ABOUT
 KZ2113'3.5 MILES N OF ADA, GO S 0.95 MILE ON HIGHWAY 69
 KZ2113'TO STATION ON THE RIGHT.
 KZ2113'
 KZ2113'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2106 ***********************************************************************
 KZ2106  DESIGNATION -  BLACK OFFSET
 KZ2106  PID         -  KZ2106
 KZ2106  STATE/COUNTY-  OH/HANCOCK
 KZ2106  USGS QUAD   -  RAWSON (1972)
 KZ2106
 KZ2106                         *CURRENT SURVEY CONTROL
 KZ2106  ___________________________________________________________________
 KZ2106* NAD 83(1995)-  40 53 33.99729(N)    083 49 25.68274(W)     ADJUSTED  
 KZ2106* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 KZ2106  ___________________________________________________________________
 KZ2106  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 KZ2106  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 KZ2106
 KZ2106  HORZ ORDER  -  FIRST
 KZ2106
 KZ2106.The horizontal coordinates were established by classical geodetic methods
 KZ2106.and adjusted by the National Geodetic Survey in April 1998..
 KZ2106
 KZ2106.The orthometric height was scaled from a topographic map.
 KZ2106
 KZ2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2106
 KZ2106.The geoid height was determined by GEOID03.
 KZ2106
 KZ2106;                    North         East     Units Scale Factor Converg.
 KZ2106;SPC OH N     -   137,000.954   488,452.035   MT  0.99994378   -0 52 10.8
 KZ2106;UTM  17      - 4,530,693.628   262,115.651   MT  1.00029656   -1 50 58.0
 KZ2106
 KZ2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2106!SPC OH N     -   0.99996462  x   0.99994378  =   0.99990840
 KZ2106!UTM  17      -   0.99996462  x   1.00029656  =   1.00026117
 KZ2106
 KZ2106|---------------------------------------------------------------------|
 KZ2106| PID    Reference Object                     Distance      Geod. Az  |
 KZ2106|                                                           dddmmss.s |
 KZ2106| KZ2107 BLACK                                22.539 METERS 08946     |
 KZ2106| KZ2112 BLACK A                             APPROX. 2.2 KM 1800112.3 |
 KZ2106|---------------------------------------------------------------------|
 KZ2106
 KZ2106                          SUPERSEDED SURVEY CONTROL
 KZ2106
 KZ2106  NAD 83(1986)-  40 53 34.00729(N)    083 49 25.69667(W) AD(       ) 1
 KZ2106  NAD 27      -  40 53 33.82000(N)    083 49 25.92000(W) AD(       ) 1
 KZ2106
 KZ2106.Superseded values are not recommended for survey control.
 KZ2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2106.See file dsdata.txt to determine how the superseded data were derived.
 KZ2106
 KZ2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6211630694(NAD 83)
 KZ2106_MARKER: Z = SEE DESCRIPTION
 KZ2106_SETTING: 0 = UNSPECIFIED SETTING
 KZ2106_STAMPING: BLACK OFF SET 1943
 KZ2106_MARK LOGO: CGS   
 KZ2106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2106
 KZ2106  HISTORY     - Date     Condition        Report By
 KZ2106  HISTORY     - 1943     MONUMENTED       CGS
 KZ2106  HISTORY     - 1957     SEE DESCRIPTION  CGS
 KZ2106
 KZ2106                          STATION DESCRIPTION
 KZ2106
 KZ2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2106'STATION IS LOCATED ON THE W SIDE OF STATE HIGHWAY 69, 150 FEET N OF
 KZ2106'STATE HIGHWAY 103
 KZ2106'ABOUT 7.6 MILES N OF ADA.  IT IS 73.5 FEET W OF TRIANGULATION
 KZ2106'STATION BLACK, 20.0 FEET W OF
 KZ2106'THE CENTER LINE OF HIGHWAY
 KZ2106'69 AND 9.6 FEET E OF A N-S FENCE.
 KZ2106'
 KZ2106'THE DISK IS STAMPED BLACK OFF SET 1943.
 KZ2106'
 KZ2106'SURFACE MARK IS A BRONZE DISK SET IN CONCRETE.
 KZ2106'
 KZ2106'THIS IS A TRAVERSE STATION.
 KZ2106
 KZ2106                          STATION RECOVERY (1957)
 KZ2106
 KZ2106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KZ2106'AN EXHAUSTIVE SEARCH WAS MADE FOR THIS MARK BUT IT COULD
 KZ2106'NOT BE RECOVERED.
 KZ2106'THERE HAS BEEN CONSIDERABLE ROAD IMPROVEMENT
 KZ2106'AND CONSTRUCTION IN THE AREA AND IT
 KZ2106'IS FELT THAT THE MARK HAS
 KZ2106'EITHER BEEN DESTROYED OR HAS BEEN COVERED BY FILL.  IN
 KZ2106'ANY
 KZ2106'CASE THE MARK SHOULD BE CONSIDERED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7369 ***********************************************************************
 AA7369  DESIGNATION -  BLANCHARD
 AA7369  PID         -  AA7369
 AA7369  STATE/COUNTY-  OH/HANCOCK
 AA7369  USGS QUAD   -  MC COMB (1973)
 AA7369
 AA7369                         *CURRENT SURVEY CONTROL
 AA7369  ___________________________________________________________________
 AA7369* NAD 83(1995)-  41 01 46.90782(N)    083 48 54.44939(W)     ADJUSTED  
 AA7369* NAVD 88     -       229.4    (meters)     753.     (feet)  GPS OBS   
 AA7369  ___________________________________________________________________
 AA7369  X           -     519,138.205 (meters)                     COMP
 AA7369  Y           -  -4,790,526.212 (meters)                     COMP
 AA7369  Z           -   4,165,038.914 (meters)                     COMP
 AA7369  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AA7369  ELLIP HEIGHT-         193.91  (meters)          (10/07/05) GPS OBS
 AA7369  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AA7369
 AA7369  HORZ ORDER  -  FIRST
 AA7369  ELLP ORDER  -  FOURTH    CLASS I
 AA7369
 AA7369.The horizontal coordinates were established by GPS observations
 AA7369.and adjusted by the National Geodetic Survey in April 1998..
 AA7369
 AA7369.The orthometric height was determined by GPS observations and a
 AA7369.high-resolution geoid model.
 AA7369
 AA7369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7369
 AA7369.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7369
 AA7369.The ellipsoidal height was determined by GPS observations
 AA7369.and is referenced to NAD 83.
 AA7369
 AA7369.The geoid height was determined by GEOID03.
 AA7369
 AA7369;                    North         East     Units Scale Factor Converg.
 AA7369;SPC OH N     -   152,192.623   489,412.304   MT  0.99993936   -0 51 50.3
 AA7369;UTM  17      - 4,545,871.940   263,336.656   MT  1.00028940   -1 50 55.8
 AA7369
 AA7369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7369!SPC OH N     -   0.99996958  x   0.99993936  =   0.99990895
 AA7369!UTM  17      -   0.99996958  x   1.00028940  =   1.00025898
 AA7369
 AA7369:                Primary Azimuth Mark                     Grid Az
 AA7369:SPC OH N     -  BLANCHARD AZ MK                          012 12 42.3
 AA7369:UTM  17      -  BLANCHARD AZ MK                          013 11 47.8
 AA7369
 AA7369|---------------------------------------------------------------------|
 AA7369| PID    Reference Object                     Distance      Geod. Az  |
 AA7369|                                                           dddmmss.s |
 AA7369| AA7363 BLANCHARD AZ MK                     APPROX. 0.7 KM 0112052.0 |
 AA7369|---------------------------------------------------------------------|
 AA7369
 AA7369                          SUPERSEDED SURVEY CONTROL
 AA7369
 AA7369  ELLIP H (04/01/98)  193.94   (m)                       GP(       ) 4 1
 AA7369  NAD 83(1986)-  41 01 46.91737(N)    083 48 54.46016(W) AD(       ) 1
 AA7369
 AA7369.Superseded values are not recommended for survey control.
 AA7369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7369.See file dsdata.txt to determine how the superseded data were derived.
 AA7369
 AA7369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6333745872(NAD 83)
 AA7369_MARKER: DD = SURVEY DISK
 AA7369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7369_STAMPING: BLANCHARD
 AA7369_MARK LOGO: NONE  
 AA7369_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7369+STABILITY: SURFACE MOTION
 AA7369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7369+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7369
 AA7369  HISTORY     - Date     Condition        Report By
 AA7369  HISTORY     - 1994     MONUMENTED       OH-063
 AA7369
 AA7369                          STATION DESCRIPTION
 AA7369
 AA7369'DESCRIBED BY HANCOCK COUNTY OHIO 1994 (TF)
 AA7369'DESCRIBED BY THE HANCOCK COUNTY ENGINEER IN OCTOBER 1994. STATION IS
 AA7369'LOCATED 2 MI (3.2 KM) NORTHWEST OF BENTON RIDGE, IN THE SOUTHEAST
 AA7369'QUARTER OF THE NORTHWEST QUARTER OF SECTION 22, T 1 N, R 9 E, LIBERTY
 AA7369'TWP., IN THE NORTH R/W OF COUNTY ROAD 86. TO REACH FROM THE
 AA7369'INTERSECTION OF INTERSTATE 75 AND US 224, GO WEST 8.5 MI (13.7 KM) ON
 AA7369'US 224 TO THE INTERSECTION OF TOWNSHIP ROAD 123, GO SOUTH 1.5 MI (2.4
 AA7369'KM) ON TOWNSHIP ROAD 123 TO COUNTY ROAD 86, GO WEST 0.1 MI (0.2 KM) ON
 AA7369'COUNTY ROAD 86 TO MARK ON THE NORTH SIDE OF THE COUNTY ROAD 86.
 AA7369'STATION IS A 3.5 IN DIAMETER BRASS DISK SET ON A 4 FT (1.2 M) LONG
 AA7369'REBAR IMBEDDED IN A 4 FT (1.2 M) DEEP, 10 IN DIAMBER CONCRETE MONUMENT
 AA7369'POURED IN-PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7363 ***********************************************************************
 AA7363  DESIGNATION -  BLANCHARD AZ MK
 AA7363  PID         -  AA7363
 AA7363  STATE/COUNTY-  OH/HANCOCK
 AA7363  USGS QUAD   -  MC COMB (1973)
 AA7363
 AA7363                         *CURRENT SURVEY CONTROL
 AA7363  ___________________________________________________________________
 AA7363* NAD 83(1995)-  41 02 08.69418(N)    083 48 48.67510(W)     ADJUSTED  
 AA7363* NAVD 88     -       229.5    (meters)     753.     (feet)  GPS OBS   
 AA7363  ___________________________________________________________________
 AA7363  X           -     519,224.774 (meters)                     COMP
 AA7363  Y           -  -4,790,073.112 (meters)                     COMP
 AA7363  Z           -   4,165,545.979 (meters)                     COMP
 AA7363  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AA7363  ELLIP HEIGHT-         194.03  (meters)          (10/07/05) GPS OBS
 AA7363  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AA7363
 AA7363  HORZ ORDER  -  FIRST
 AA7363  ELLP ORDER  -  FOURTH    CLASS I
 AA7363
 AA7363.The horizontal coordinates were established by GPS observations
 AA7363.and adjusted by the National Geodetic Survey in April 1998..
 AA7363
 AA7363.The orthometric height was determined by GPS observations and a
 AA7363.high-resolution geoid model.
 AA7363
 AA7363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7363
 AA7363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7363
 AA7363.The ellipsoidal height was determined by GPS observations
 AA7363.and is referenced to NAD 83.
 AA7363
 AA7363.The geoid height was determined by GEOID03.
 AA7363
 AA7363;                    North         East     Units Scale Factor Converg.
 AA7363;SPC OH N     -   152,862.550   489,557.291   MT  0.99993930   -0 51 46.5
 AA7363;UTM  17      - 4,546,539.509   263,493.193   MT  1.00028849   -1 50 52.9
 AA7363
 AA7363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7363!SPC OH N     -   0.99996957  x   0.99993930  =   0.99990887
 AA7363!UTM  17      -   0.99996957  x   1.00028849  =   1.00025805
 AA7363
 AA7363:                Primary Azimuth Mark                     Grid Az
 AA7363:SPC OH N     -  BLANCHARD                                192 12 42.3
 AA7363:UTM  17      -  BLANCHARD                                193 11 48.7
 AA7363
 AA7363|---------------------------------------------------------------------|
 AA7363| PID    Reference Object                     Distance      Geod. Az  |
 AA7363|                                                           dddmmss.s |
 AA7363| AA7369 BLANCHARD                           APPROX. 0.7 KM 1912055.8 |
 AA7363|---------------------------------------------------------------------|
 AA7363
 AA7363                          SUPERSEDED SURVEY CONTROL
 AA7363
 AA7363  ELLIP H (04/01/98)  194.06   (m)                       GP(       ) 4 1
 AA7363  NAD 83(1986)-  41 02 08.70374(N)    083 48 48.68591(W) AD(       ) 1
 AA7363
 AA7363.Superseded values are not recommended for survey control.
 AA7363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7363.See file dsdata.txt to determine how the superseded data were derived.
 AA7363
 AA7363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6349346540(NAD 83)
 AA7363_MARKER: DD = SURVEY DISK
 AA7363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7363_STAMPING: BLANCHARD AZ
 AA7363_MARK LOGO: OH-063
 AA7363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7363+STABILITY: SURFACE MOTION
 AA7363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7363+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7363
 AA7363  HISTORY     - Date     Condition        Report By
 AA7363  HISTORY     - 1994     MONUMENTED       OH-063
 AA7363
 AA7363                          STATION DESCRIPTION
 AA7363
 AA7363'DESCRIBED BY HANCOCK COUNTY OHIO 1994 (TF)
 AA7363'DESCRIBED BY THE HANCOCK COUNTY ENGINEER IN OCTOBER 1994. STATION IS
 AA7363'LOCATED 2.4 MI (3.9 KM) NORTHWEST OF BENTON RIDGE, IN THE NORHTWEST
 AA7363'QUARTER OF THE NORTHEAST QUARTER OF SECTION 22, T 1 N, R 9 E, LIBERTY
 AA7363'TWP., IN THE EAST R/W OF TOWNSHIP ROAD 123. TO REACH FROM THE
 AA7363'INTERSECTION OF INTERSTATE 75 AND US 224, GO WEST 8.5 MI (13.7 KM) ON
 AA7363'US 224 TO THE INTERSECTION OF TOWNSHIP ROAD 123, GO SOUTH 1.2 MI (1.9
 AA7363'KM) ON TOWNSHIP ROAD 123 TO MARK ON THE EAST SIDE OF THE TOWNSHIP ROAD
 AA7363'123. STATION IS A 3.5 IN DIAMETER BRASS DISK SET ON A 4 FT (1.2 M)
 AA7363'LONG REBAR IMBEDDED IN A 4 FT (1.2 M) DEEP, 10 IN DIAMETER CONCRETE
 AA7363'MONUMENT POURED IN-PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1475 ***********************************************************************
 JY1475  DESIGNATION -  BLANCHESTER MUNICIPAL TANK
 JY1475  PID         -  JY1475
 JY1475  STATE/COUNTY-  OH/CLINTON
 JY1475  USGS QUAD   -  BLANCHESTER (1974)
 JY1475
 JY1475                         *CURRENT SURVEY CONTROL
 JY1475  ___________________________________________________________________
 JY1475* NAD 83(1995)-  39 17 34.82184(N)    083 59 13.23593(W)     ADJUSTED  
 JY1475* NAVD 88     -                                                        
 JY1475  ___________________________________________________________________
 JY1475  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 JY1475  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JY1475
 JY1475  HORZ ORDER  -  THIRD
 JY1475
 JY1475.The horizontal coordinates were established by classical geodetic methods
 JY1475.and adjusted by the National Geodetic Survey in April 1998..
 JY1475
 JY1475
 JY1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1475
 JY1475.The geoid height was determined by GEOID03.
 JY1475
 JY1475;                    North         East     Units Scale Factor Converg.
 JY1475;SPC OH S     -   144,596.777   471,732.498   MT  0.99993717   -0 56 36.7
 JY1475;UTM  17      - 4,353,547.155   242,396.399   MT  1.00041714   -1 53 33.6
 JY1475;UTM  16      - 4,353,621.531   759,844.564   MT  1.00043142   +1 54 32.9
 JY1475
 JY1475                          SUPERSEDED SURVEY CONTROL
 JY1475
 JY1475  NAD 83(1995)-  39 17 34.82649(N)    083 59 13.24425(W) AD(       ) 4
 JY1475  NAD 83(1986)-  39 17 34.82731(N)    083 59 13.25367(W) AD(       ) 4
 JY1475  NAD 27      -  39 17 34.60100(N)    083 59 13.49700(W) AD(       ) 3
 JY1475
 JY1475.Superseded values are not recommended for survey control.
 JY1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1475.See file dsdata.txt to determine how the superseded data were derived.
 JY1475
 JY1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4239653547(NAD 83)
 JY1475_MARKER: 53 = ELEVATED TANK
 JY1475
 JY1475  HISTORY     - Date     Condition        Report By
 JY1475  HISTORY     - 1939     FIRST OBSERVED   CGS
 JY1475
 JY1475                          STATION DESCRIPTION
 JY1475
 JY1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JY1475'THIS STATION IS THE MUNICIPAL WATER TANK LOCATED IN THE SOUTH CENTRAL
 JY1475'PART OF THE VILLAGE OF BLANCHESTER.  IT IS APPROXIMATELY 100
 JY1475'FEET WEST OF WRIGHT STREET AND 0.1 MILE SOUTH OF OHIO STATE ROUTE 28
 JY1475'WHICH IS MAIN STREET.
 JY1475'
 JY1475'THE TANK WAS BUILT IN 1937.  THE TOWER IS A FOUR LEGGED STRUCTRAL
 JY1475'STEEL TOWER 100 FEET HIGH.  THE TANK IS A LARGE OVAL
 JY1475'BOTTOM TANK 30 FEET HIGH AND 20
 JY1475'FEET IN DIAMETER WITH A CAT WALK AROUND ITS BASE AND A SMALL BALL ON
 JY1475'TOP.  THE STRUCTURE HAS A 30 INCH FEED PIPE RUNNING FROM THE GROUND
 JY1475'TO THE BASE OF THE TANK.  THE WHOLE STRUCTURE IS PAINTED ALUMINUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2256 ***********************************************************************
 MB2256  DESIGNATION -  BLAZEK
 MB2256  PID         -  MB2256
 MB2256  STATE/COUNTY-  OH/PORTAGE
 MB2256  USGS QUAD   -  MANTUA (1994)
 MB2256
 MB2256                         *CURRENT SURVEY CONTROL
 MB2256  ___________________________________________________________________
 MB2256* NAD 83(1995)-  41 20 02.28649(N)    081 11 12.74117(W)     ADJUSTED  
 MB2256* NAVD 88     -       397.6    (meters)    1304.     (feet)  VERTCON   
 MB2256  ___________________________________________________________________
 MB2256  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MB2256  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2256
 MB2256  HORZ ORDER  -  FIRST
 MB2256
 MB2256.The horizontal coordinates were established by classical geodetic methods
 MB2256.and adjusted by the National Geodetic Survey in April 1998..
 MB2256
 MB2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2256
 MB2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2256
 MB2256.The geoid height was determined by GEOID03.
 MB2256
 MB2256;                    North         East     Units Scale Factor Converg.
 MB2256;SPC OH N     -   185,975.961   709,911.024   MT  0.99994991   +0 51 45.6
 MB2256;UTM  17      - 4,575,848.649   484,363.326   MT  0.99960301   -0 07 24.3
 MB2256
 MB2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2256!SPC OH N     -   0.99994292  x   0.99994991  =   0.99989283
 MB2256!UTM  17      -   0.99994292  x   0.99960301  =   0.99954595
 MB2256
 MB2256|---------------------------------------------------------------------|
 MB2256| PID    Reference Object                     Distance      Geod. Az  |
 MB2256|                                                           dddmmss.s |
 MB2256| CC9761 BLAZEK RM 1                          27.932 METERS 08523     |
 MB2256| MB2302 BLAZEK AZ MK PTA                    299.032 METERS 13733     |
 MB2256| MB2301 BLAZEK AZ MK                        304.842 METERS 13733     |
 MB2256| MB2234 HIRAM COLLEGE WATER TANK            APPROX. 3.6 KM 1393449.7 |
 MB2256| MB2274 MANTUA WU MICROWAVE                 APPROX. 5.2 KM 1940738.7 |
 MB2256| CC9762 BLAZEK RM 2                          52.816 METERS 24802     |
 MB2256|---------------------------------------------------------------------|
 MB2256
 MB2256                          SUPERSEDED SURVEY CONTROL
 MB2256
 MB2256  NAD 83(1986)-  41 20 02.29485(N)    081 11 12.73999(W) AD(       ) 1
 MB2256  NAD 27      -  41 20 02.09550(N)    081 11 13.37875(W) AD(       ) 1
 MB2256  NGVD 29 (07/19/86)  397.8    (m)         1305.     (f) VERT ANG       
 MB2256
 MB2256.Superseded values are not recommended for survey control.
 MB2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2256.See file dsdata.txt to determine how the superseded data were derived.
 MB2256
 MB2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8436375849(NAD 83)
 MB2256_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2256_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2256
 MB2256  HISTORY     - Date     Condition        Report By
 MB2256  HISTORY     - 1978     MONUMENTED       NGS
 MB2256
 MB2256                          STATION DESCRIPTION
 MB2256
 MB2256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 MB2256'THE STATION IS ABOUT 3-1/2 MILES NORTH-NORTHEAST OF MANTUA,
 MB2256'2-1/2 MILES NORTHWEST OF HIRAM, 1 MILE SOUTH OF THE
 MB2256'GEAUGA-PORTAGE COUNTY LINE AND ON PROPERTY OWNED BY JOHN BLAZEK,
 MB2256'5713 ALLYN ROAD, HIRAM, OHIO 44234, PHONE NUMBER 274-2095.
 MB2256'
 MB2256'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44
 MB2256'AND 82 IN THE SMALL COMMUNITY OF MANTUA CORNERS, GO EAST ON
 MB2256'HIGHWAY 82 FOR 0.95 MILE TO THE JUNCTION WITH SHELDON ROAD ON
 MB2256'THE LEFT.  TURN LEFT AND GO NORTH ON SHELDON ROAD FOR 0.95
 MB2256'MILE TO THE JUNCTION WITH ALLYN ROAD ON THE RIGHT.  TURN RIGHT
 MB2256'AND GO EAST AND NORTHEAST ON ALLYN ROAD FOR 1.05 MILES TO A
 MB2256'REVERSE FORK AND THE AZIMUTH MARK ON THE LEFT.  TURN SHARP LEFT
 MB2256'AND GO NORTHWEST AND NORTH PASSING TO THE EAST SIDE OF MR.
 MB2256'BLAZEKS HOUSE FOR 0.25 MILE TO A METAL GATE.
 MB2256'PASS THROUGH GATE, TURN LEFT AND GO WEST AND NORTHWEST FOR
 MB2256'0.1 MILE TO A WIRE GATE.  PASS THROUGH GATE, TURN RIGHT AND
 MB2256'GO NORTHEAST FOR 0.1 MILE TO A GATE IN A FENCE CORNER.  TURN
 MB2256'LEFT AND GO WEST, UPHILL FOR 0.1 MILE TO THE HIGHEST POINT OF
 MB2256'THE HILL AND THE STATION.
 MB2256'
 MB2256'STATION MARKS, STAMPED---BLAZEK 1977---, ARE STANDARD DISKS.
 MB2256'THE SURFACE DISK IS SET IN
 MB2256'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 14 INCHES
 MB2256'BELOW THE GROUND SURFACE.  IT IS 17 FEET SOUTHEAST OF A 10-INCH
 MB2256'ELM TREE, 13 FEET SOUTHEAST OF A METAL WITNESS POST AND 10 FEET
 MB2256'SOUTH OF A TREE LINE.  THE UNDERGROUND DISK IS SET IN AN
 MB2256'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 MB2256'
 MB2256'REFERENCE MARK 1, STAMPED---BLAZEK NO 1 1977---, IS A STANDARD
 MB2256'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 MB2256'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 3 FEET SOUTH OF THE
 MB2256'TREE LINE AND 2.1 FEET SOUTHWEST OF A METAL WITNESS POST.
 MB2256'
 MB2256'REFERENCE MARK 2, STAMPED---BLAZEK NO 2 1977---, IS A STANDARD
 MB2256'DISK SET IN THE TOP
 MB2256'OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 MB2256'ABOVE THE GROUND.  IT IS 8.5 FEET EAST OF THE TREE LINE AND 1.7
 MB2256'FEET SOUTH OF A METAL WITNESS POST.
 MB2256'
 MB2256'AZIMUTH MARK, STAMPED---BLAZEK 1977---, IS A STANDARD DISK SET
 MB2256'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 MB2256'2 INCHES ABOVE THE GROUND.  IT IS 22 FEET NORTHWEST OF THE
 MB2256'CENTER OF A GRAVELED ROAD, 2.8 FEET EAST OF A POWER LINE POLE
 MB2256'AND 2 FEET SOUTH OF A METAL WITNESS POST IN A FENCE LINE.
 MB2256'
 MB2256'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO WHEAT AND
 MB2256'CREST OF HILL.
 MB2256'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 31.6 METERS.
 MB2256'
 MB2256'DESCRIBED BY V. WILSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2301 ***********************************************************************
 MB2301  DESIGNATION -  BLAZEK AZ MK
 MB2301  PID         -  MB2301
 MB2301  STATE/COUNTY-  OH/PORTAGE
 MB2301  USGS QUAD   -  MANTUA (1994)
 MB2301
 MB2301                         *CURRENT SURVEY CONTROL
 MB2301  ___________________________________________________________________
 MB2301* NAD 83(1995)-  41 19 54.99621(N)    081 11 03.89146(W)     ADJUSTED  
 MB2301* NAVD 88     -       384.8    (meters)    1262.     (feet)  VERTCON   
 MB2301  ___________________________________________________________________
 MB2301  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 MB2301  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB2301
 MB2301  HORZ ORDER  -  SECOND
 MB2301
 MB2301.The horizontal coordinates were established by classical geodetic methods
 MB2301.and adjusted by the National Geodetic Survey in April 1998..
 MB2301
 MB2301.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2301
 MB2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2301
 MB2301.The geoid height was determined by GEOID03.
 MB2301
 MB2301;                    North         East     Units Scale Factor Converg.
 MB2301;SPC OH N     -   185,754.193   710,120.161   MT  0.99994975   +0 51 51.4
 MB2301;UTM  17      - 4,575,623.393   484,568.544   MT  0.99960293   -0 07 18.4
 MB2301
 MB2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2301!SPC OH N     -   0.99994493  x   0.99994975  =   0.99989468
 MB2301!UTM  17      -   0.99994493  x   0.99960293  =   0.99954788
 MB2301
 MB2301                          SUPERSEDED SURVEY CONTROL
 MB2301
 MB2301  NAD 83(1986)-  41 19 55.00457(N)    081 11 03.89030(W) AD(       ) 2
 MB2301  NAD 27      -  41 19 54.80512(N)    081 11 04.52936(W) AD(       ) 2
 MB2301  NGVD 29 (07/19/86)  385.0    (m)         1263.     (f) VERT ANG       
 MB2301
 MB2301.Superseded values are not recommended for survey control.
 MB2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2301.See file dsdata.txt to determine how the superseded data were derived.
 MB2301
 MB2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8456975623(NAD 83)
 MB2301_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2301+STABILITY: SURFACE MOTION
 MB2301
 MB2301  HISTORY     - Date     Condition        Report By
 MB2301  HISTORY     - 1978     MONUMENTED       NGS
 MB2301
 MB2301                          STATION DESCRIPTION
 MB2301
 MB2301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 MB2301'THE STATION IS ABOUT 3-1/2 MILES NORTH-NORTHEAST OF MANTUA,
 MB2301'2-1/2 MILES NORTHWEST OF HIRAM, 1 MILE SOUTH OF THE
 MB2301'GEAUGA-PORTAGE COUNTY LINE AND ON ALLYN ROAD RIGHT-OF-WAY.
 MB2301'
 MB2301'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44
 MB2301'AND 82 IN THE SMALL COMMUNITY OF MANTUA CORNERS, GO EAST ON
 MB2301'HIGHWAY 82 FOR 0.95 MILE TO THE JUNCTION WITH SHELDON ROAD ON
 MB2301'THE LEFT.  TURN LEFT AND GO NORTH ON SHELDON ROAD FOR 0.95
 MB2301'MILE TO THE JUNCTION WITH ALLYN ROAD ON THE RIGHT.  TURN RIGHT
 MB2301'AND GO EAST AND NORTHEAST ON ALLYN ROAD FOR 1.05 MILES TO A
 MB2301'REVERSE FORK AND THE STATION ON THE LEFT.
 MB2301'
 MB2301'STATION MARK, STAMPED---BLAZEK 1977---, IS A STANDARD
 MB2301'AZIMUTH MARK DISK SET
 MB2301'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 MB2301'2 INCHES ABOVE THE GROUND.  IT IS 22 FEET NORTHWEST OF THE
 MB2301'CENTER OF A GRAVELED ROAD, 2.8 FEET EAST OF A POWER LINE POLE
 MB2301'AND 2 FEET SOUTH OF A METAL WITNESS POST IN A FENCE LINE.
 MB2301'
 MB2301'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
 MB2301'
 MB2301'DESCRIBED BY V. WILSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1241 ***********************************************************************
 HY1241  DESIGNATION -  BL=NAIL
 HY1241  PID         -  HY1241
 HY1241  STATE/COUNTY-  OH/JACKSON
 HY1241  USGS QUAD   -  PETERSBURG (1983)
 HY1241
 HY1241                         *CURRENT SURVEY CONTROL
 HY1241  ___________________________________________________________________
 HY1241* NAD 83(1986)-  38 52 47.     (N)    082 44 20.     (W)     SCALED    
 HY1241* NAVD 88     -       185.117  (meters)     607.34   (feet)  ADJUSTED  
 HY1241  ___________________________________________________________________
 HY1241  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HY1241  DYNAMIC HT  -         184.998 (meters)     606.95  (feet)  COMP
 HY1241  MODELED GRAV-     979,979.8   (mgal)                       NAVD 88
 HY1241
 HY1241  VERT ORDER  -  SECOND    CLASS 0
 HY1241
 HY1241.The horizontal coordinates were scaled from a topographic map and have
 HY1241.an estimated accuracy of +/- 6 seconds.
 HY1241
 HY1241.The orthometric height was determined by differential leveling
 HY1241.and adjusted by the National Geodetic Survey in June 1991..
 HY1241
 HY1241.The geoid height was determined by GEOID03.
 HY1241
 HY1241.The dynamic height is computed by dividing the NAVD 88
 HY1241.geopotential number by the normal gravity value computed on the
 HY1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1241.degrees latitude (g = 980.6199 gals.).
 HY1241
 HY1241.The modeled gravity was interpolated from observed gravity values.
 HY1241
 HY1241;                    North         East    Units  Estimated Accuracy
 HY1241;SPC OH S     -    97,690.      579,270.      MT  (+/- 180 meters Scaled)
 HY1241
 HY1241                          SUPERSEDED SURVEY CONTROL
 HY1241
 HY1241  NGVD 29 (??/??/92)  185.288  (m)          607.90   (f) ADJ UNCH    2 0
 HY1241
 HY1241.Superseded values are not recommended for survey control.
 HY1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1241.See file dsdata.txt to determine how the superseded data were derived.
 HY1241
 HY1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD491048(NAD 83)
 HY1241_MARKER: N = NAIL
 HY1241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1241_SP_SET: OAK TREE ROOT
 HY1241_STAMPING: BL
 HY1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1241
 HY1241  HISTORY     - Date     Condition        Report By
 HY1241  HISTORY     - UNK      MONUMENTED       CGS
 HY1241  HISTORY     - 1958     GOOD             NGS
 HY1241
 HY1241                          STATION DESCRIPTION
 HY1241
 HY1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1241'5.5 MI NW FROM SOUTH WEBSTER.
 HY1241'ABOUT 4.4 MI N ALONG A BLACK TOP ROAD FROM THE BALTIMORE AND
 HY1241'OHIO RR STATION AT SOUTH WEBSTER, THENCE ABOUT 1.1 MI NW ALONG
 HY1241'STATE HIGHWAY 279, ABOUT 0.45 MI SE OF JUNCTION OF STATE
 HY1241'HIGHWAY 139, ON THE INSIDE OF A CURVE WITH TANGENTS N AND W.
 HY1241'SET IN A NOTCH CUT IN THE TOP OF LARGE ROOT ON THE SW SIDE OF A
 HY1241'40-IN OAK TREE, 9.6 FT NE OF BM Y 222.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1471 ***********************************************************************
 JY1471  DESIGNATION -  BLOOM
 JY1471  PID         -  JY1471
 JY1471  STATE/COUNTY-  OH/CLINTON
 JY1471  USGS QUAD   -  WILMINGTON (1979)
 JY1471
 JY1471                         *CURRENT SURVEY CONTROL
 JY1471  ___________________________________________________________________
 JY1471* NAD 83(1995)-  39 23 35.95756(N)    083 49 15.97135(W)     ADJUSTED  
 JY1471* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 JY1471  ___________________________________________________________________
 JY1471  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 JY1471  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JY1471
 JY1471  HORZ ORDER  -  FIRST
 JY1471
 JY1471.The horizontal coordinates were established by classical geodetic methods
 JY1471.and adjusted by the National Geodetic Survey in April 1998..
 JY1471
 JY1471.The orthometric height was scaled from a topographic map.
 JY1471
 JY1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1471
 JY1471.The geoid height was determined by GEOID03.
 JY1471
 JY1471;                    North         East     Units Scale Factor Converg.
 JY1471;SPC OH S     -   155,509.581   486,205.242   MT  0.99993592   -0 50 17.8
 JY1471;UTM  17      - 4,364,222.865   257,054.669   MT  1.00032677   -1 47 28.5
 JY1471
 JY1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1471!SPC OH S     -   0.99995278  x   0.99993592  =   0.99988870
 JY1471!UTM  17      -   0.99995278  x   1.00032677  =   1.00027953
 JY1471
 JY1471:                Primary Azimuth Mark                     Grid Az
 JY1471:SPC OH S     -  WILMINGTON MUN STANDPIPE                 001 01 46.0
 JY1471:UTM  17      -  WILMINGTON MUN STANDPIPE                 001 58 56.7
 JY1471
 JY1471|---------------------------------------------------------------------|
 JY1471| PID    Reference Object                     Distance      Geod. Az  |
 JY1471|                                                           dddmmss.s |
 JY1471| JY1470 WILMINGTON MUN STANDPIPE            APPROX. 6.0 KM 0001128.2 |
 JY1471| JY1472 WILMINGTON HWY PATROL RAD TWR       APPROX. 5.9 KM 0075839.9 |
 JY1471| CE5777 BLOOM RM 1                           34.007 METERS 05457     |
 JY1471| CE5778 BLOOM RM 2                           27.877 METERS 22356     |
 JY1471| CE5776 BLOOM AZ MK                                        2971153.1 |
 JY1471|---------------------------------------------------------------------|
 JY1471
 JY1471                          SUPERSEDED SURVEY CONTROL
 JY1471
 JY1471  NAD 83(1995)-  39 23 35.96308(N)    083 49 15.98008(W) AD(       ) 1
 JY1471  NAD 83(1986)-  39 23 35.96033(N)    083 49 15.98586(W) AD(       ) 1
 JY1471  NAD 27      -  39 23 35.73800(N)    083 49 16.25300(W) AD(       ) 1
 JY1471
 JY1471.Superseded values are not recommended for survey control.
 JY1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1471.See file dsdata.txt to determine how the superseded data were derived.
 JY1471
 JY1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5705564223(NAD 83)
 JY1471_MARKER: DS = TRIANGULATION STATION DISK
 JY1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1471
 JY1471  HISTORY     - Date     Condition        Report By
 JY1471  HISTORY     - 1938     MONUMENTED       CGS
 JY1471  HISTORY     - 1939     GOOD             CGS
 JY1471
 JY1471                          STATION DESCRIPTION
 JY1471
 JY1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JY1471'ABOUT 4 MILES SOUTH OF WILMINGTON, 1.3 MILES SW OF THE VILLAGE OF
 JY1471'BURTONVILLE.  STATION IS ABOUT 0.25 MILE ENE OF A LARGE 2-1/2
 JY1471'STORY WHITE HOUSE, WHICH HAS A LARGE RED BARN APPROXIMATELY 100 YARDS
 JY1471'EAST OF IT.  STATION IS IN A HAY FIELD, 12 FEET NW OF A FENCE
 JY1471'ON NW SIDE OF GRAVEL ROAD, 45.3 FEET NW OF FENCE ON SE SIDE OF THE
 JY1471'ROAD, 138 FEET SW OF CENTER LINE OF GATE AT EAST CORNER OF FIELD.
 JY1471'MARK IS 1 FOOT BELOW SURFACE OF THE GROUND.  MARK IS STAMPED BLOOM
 JY1471'1938 AND SET IN 15 INCH CONCRETE CYLINDER.
 JY1471'
 JY1471'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JY1471'DISKS SET IN CONCRETE.
 JY1471'
 JY1471'R.M. NO. 1 IS IN FIELD NE OF STATION, 2-1/2 FEET NW OF FENCE LINE, ON
 JY1471'NW SIDE OF ROAD MARKED NO. 1, BLOOM 1938 AND PROJECTS 6 INCHES.
 JY1471'MARK IS 27 FEET SW OF CENTER LINE OF GATE.
 JY1471'
 JY1471'R.M. NO. 2 IS IN FIELD SW OF THE STATION, 2-1/2 FEET NW OF FENCE LINE
 JY1471'ON NW SIDE OF ROAD AND PROJECTS 10 INCHES.
 JY1471'
 JY1471'AZIMUTH IS IN NW EDGE OF FIELD, WNW OF STATION ABOUT 1-1/2 FEET SE OF
 JY1471'A WIRE FENCE, AND APPROXIMATELY 40 YARDS EAST OF WOODS LINE, IS
 JY1471'STAMPED BLOOM, 1938 AND PROTRUDES 6 INCHES.
 JY1471'
 JY1471'TO REACH AZIMUTH FROM GATE AT ENTRANCE TO FIELD, GO NW OF LEFT SIDE
 JY1471'OF FENCE FOR 0.15 MILE TO N CORNER OF FIELD, TURN LEFT AND GO SW
 JY1471'FOR 0.1 MILE TO AZIMUTH MARK.
 JY1471'
 JY1471'TO REACH STATION FROM WILMINGTON START FROM THE JUNCTION OF HIGHWAYS
 JY1471'22 AND 134 AND FOLLOW 134 FOR 3.5 MILES TO GRAVEL CROSS ROAD ABOUT
 JY1471'0.5 MILE SOUTH OF BRIDGE IN BURTONVILLE, THERE TURN RIGHT (SOUTHWEST)
 JY1471'ON GRAVEL ROAD AND GO 0.6 MILE TO STATION SITE.
 JY1471'
 JY1471'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JY1471
 JY1471                          STATION RECOVERY (1939)
 JY1471
 JY1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 JY1471'THIS STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 JY1471'CONDITION.  DISTANCE TO REFERENCE MARKS CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7173 ***********************************************************************
 DG7173  CBN         -  This is a Cooperative Base Network Control Station.
 DG7173  DESIGNATION -  BLOOM
 DG7173  PID         -  DG7173
 DG7173  STATE/COUNTY-  OH/WOOD
 DG7173  USGS QUAD   -  BLOOMDALE (1972)
 DG7173
 DG7173                         *CURRENT SURVEY CONTROL
 DG7173  ___________________________________________________________________
 DG7173* NAD 83(1995)-  41 12 38.98305(N)    083 35 32.02345(W)     ADJUSTED  
 DG7173* NAVD 88     -       217.5    (meters)     714.     (feet)  GPS OBS   
 DG7173  ___________________________________________________________________
 DG7173  X           -     536,293.234 (meters)                     COMP
 DG7173  Y           -  -4,775,314.814 (meters)                     COMP
 DG7173  Z           -   4,180,185.497 (meters)                     COMP
 DG7173  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DG7173  ELLIP HEIGHT-         182.14  (meters)          (09/23/04) GPS OBS
 DG7173  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 DG7173
 DG7173  HORZ ORDER  -  A
 DG7173  ELLP ORDER  -  FOURTH    CLASS I
 DG7173
 DG7173.The horizontal coordinates were established by GPS observations
 DG7173.and adjusted by the National Geodetic Survey in September 2004..
 DG7173
 DG7173.The orthometric height was determined by GPS observations and a
 DG7173.high-resolution geoid model.
 DG7173
 DG7173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7173
 DG7173.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7173
 DG7173.The ellipsoidal height was determined by GPS observations
 DG7173.and is referenced to NAD 83.
 DG7173
 DG7173.The geoid height was determined by GEOID03.
 DG7173
 DG7173;                    North         East     Units Scale Factor Converg.
 DG7173;SPC OH N     -   172,046.996   508,406.259   MT  0.99994225   -0 43 03.1
 DG7173;UTM  17      - 4,565,401.597   282,675.836   MT  1.00018130   -1 42 30.6
 DG7173
 DG7173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7173!SPC OH N     -   0.99997143  x   0.99994225  =   0.99991368
 DG7173!UTM  17      -   0.99997143  x   1.00018130  =   1.00015273
 DG7173
 DG7173                          SUPERSEDED SURVEY CONTROL
 DG7173
 DG7173.No superseded survey control is available for this station.
 DG7173
 DG7173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF8267665402(NAD 83)
 DG7173_MARKER: DD = SURVEY DISK
 DG7173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7173_STAMPING: BLOOM
 DG7173_MARK LOGO: OH-173
 DG7173_PROJECTION: FLUSH
 DG7173_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7173+STABILITY: SURFACE MOTION
 DG7173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7173+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2003
 DG7173
 DG7173  HISTORY     - Date     Condition        Report By
 DG7173  HISTORY     - UNK      MONUMENTED       OH-173
 DG7173  HISTORY     - 20030605 GOOD             WOOLPT
 DG7173
 DG7173                          STATION DESCRIPTION
 DG7173
 DG7173'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (GTF)
 DG7173'THE STATION IS LOCATED IN BLOOM TOWNSHIP, ABOUT 6.0 MI  NORTHEAST OF
 DG7173'NEW BALTIMORE, 4.0 MI SOUTHEAST OF CIGNET,  AND 15.0 MI
 DG7173'SOUTH-SOUTHEAST OF BOWLING GREEN.
 DG7173' 
 DG7173'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY  75
 DG7173'AND EXIT 168 EAGLEVILLE/QUARRY RD. EXIT, ABOUT 11 MI NORTH OF FINDLAY,
 DG7173'TURN LEFT OFF NB EXIT ONTO GRANT RD., GO NORTH FOR 1.7 MI ON GRANT RD.
 DG7173'TO OIL CENTER RD., TURN RIGHT AND GO EAST FOR 2.9 MI ON OIL CENTER RD.
 DG7173'TO THE INTERSECTION OF OIL CENTER RD. AND HUFFMAN RD. AND THE STATION,
 DG7173'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 DG7173' 
 DG7173'THE STATION IS A BRASS DISK INSCRIBED ---WOOD COUNTY ENGINEER GPS
 DG7173'CONTROL  POINT---  IN A CONCRETE MONUMENT FLUSH WITH GROUND. THE
 DG7173'STATION IS 5.1 FT  NORTH-NORTHEAST OF A POWER POLE, 6.7 FT SOUTHEAST
 DG7173'OF A STREET SIGN, 32.7 FT  SOUTHEAST OF A RAILROAD SPIKE AT THE
 DG7173'CENTERLINE INTERSECTION, AND 14.0 FT  EAST OF HUFFMAN RD. CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA7356 ***********************************************************************
 AA7356  DESIGNATION -  BLOOMDALE
 AA7356  PID         -  AA7356
 AA7356  STATE/COUNTY-  OH/HANCOCK
 AA7356  USGS QUAD   -  BLOOMDALE (1972)
 AA7356
 AA7356                         *CURRENT SURVEY CONTROL
 AA7356  ___________________________________________________________________
 AA7356* NAD 83(1995)-  41 09 18.12814(N)    083 31 57.71593(W)     ADJUSTED  
 AA7356* NAVD 88     -       237.1    (meters)     778.     (feet)  GPS OBS   
 AA7356  ___________________________________________________________________
 AA7356  X           -     541,715.691 (meters)                     COMP
 AA7356  Y           -  -4,778,823.866 (meters)                     COMP
 AA7356  Z           -   4,175,534.923 (meters)                     COMP
 AA7356  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AA7356  ELLIP HEIGHT-         201.76  (meters)          (10/07/05) GPS OBS
 AA7356  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 AA7356
 AA7356  HORZ ORDER  -  FIRST
 AA7356  ELLP ORDER  -  FOURTH    CLASS I
 AA7356
 AA7356.The horizontal coordinates were established by GPS observations
 AA7356.and adjusted by the National Geodetic Survey in April 1998..
 AA7356
 AA7356.The orthometric height was determined by GPS observations and a
 AA7356.high-resolution geoid model.
 AA7356
 AA7356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7356
 AA7356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7356
 AA7356.The ellipsoidal height was determined by GPS observations
 AA7356.and is referenced to NAD 83.
 AA7356
 AA7356.The geoid height was determined by GEOID03.
 AA7356
 AA7356;                    North         East     Units Scale Factor Converg.
 AA7356;SPC OH N     -   165,790.748   513,324.801   MT  0.99994030   -0 40 42.4
 AA7356;UTM  17      - 4,559,059.864   287,486.647   MT  1.00015586   -1 40 02.6
 AA7356
 AA7356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7356!SPC OH N     -   0.99996835  x   0.99994030  =   0.99990866
 AA7356!UTM  17      -   0.99996835  x   1.00015586  =   1.00012421
 AA7356
 AA7356                          SUPERSEDED SURVEY CONTROL
 AA7356
 AA7356  ELLIP H (04/01/98)  201.79   (m)                       GP(       ) 4 1
 AA7356  NAD 83(1986)-  41 09 18.13742(N)    083 31 57.72634(W) AD(       ) 1
 AA7356
 AA7356.Superseded values are not recommended for survey control.
 AA7356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7356.See file dsdata.txt to determine how the superseded data were derived.
 AA7356
 AA7356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF8748759060(NAD 83)
 AA7356_MARKER: DD = SURVEY DISK
 AA7356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7356_STAMPING: BLOOMDALE
 AA7356_MARK LOGO: OH-063
 AA7356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7356+STABILITY: SURFACE MOTION
 AA7356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7356+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7356
 AA7356  HISTORY     - Date     Condition        Report By
 AA7356  HISTORY     - 1994     MONUMENTED       OH-063
 AA7356
 AA7356                          STATION DESCRIPTION
 AA7356
 AA7356'DESCRIBED BY HANCOCK COUNTY OHIO 1994 (TF)
 AA7356'DESCRIBED BY THE HANCOCK COUNTY ENGINEER IN OCTOBER 1994. STATION IS
 AA7356'LOCATED 6.1 MI (9.8 KM) WEST OF FOSTORIA, IN THE SOUTHWEST QUARTER OF
 AA7356'SECTION 6, T 2 N, R 12 E, WASHINGTON TWP., IN THE NORTH R/W OF STATE
 AA7356'ROAD 613. TO REACH FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AA7356'ROAD 613, GO EAST 6.5 MI (10.5 KM) ON STATE ROAD 613 TO MARK ON THE
 AA7356'NORTH SIDE OF THE ROAD. STATION IS 700 FT (213.4 M) WEST OF THE
 AA7356'INTERSECTION OF STATE ROAD 613 AND TOWNSHIP ROAD 250. STATION IS A 3.5
 AA7356'IN DIAMETER BRASS DISK SET ON A 4 FT (1.2 M) LONG REBAR IMBEDDED IN A
 AA7356'4 FT (1.2 M) DEEP, 10 IN DIAMETER CONCRETE MONUMENT POURED IN-PLACE.
 AA7356'DISK IS 4 IN BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1358 ***********************************************************************
 MC1358  DESIGNATION -  BLOOMDALE MUNICIPAL TANK
 MC1358  PID         -  MC1358
 MC1358  STATE/COUNTY-  OH/WOOD
 MC1358  USGS QUAD   -  BLOOMDALE (1972)
 MC1358
 MC1358                         *CURRENT SURVEY CONTROL
 MC1358  ___________________________________________________________________
 MC1358* NAD 83(1995)-  41 10 10.95238(N)    083 33 09.75071(W)     ADJUSTED  
 MC1358* NAVD 88     -                                                        
 MC1358  ___________________________________________________________________
 MC1358  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 MC1358  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC1358
 MC1358  HORZ ORDER  -  THIRD
 MC1358
 MC1358.The horizontal coordinates were established by classical geodetic methods
 MC1358.and adjusted by the National Geodetic Survey in April 1998..
 MC1358
 MC1358
 MC1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1358
 MC1358.The geoid height was determined by GEOID03.
 MC1358
 MC1358;                    North         East     Units Scale Factor Converg.
 MC1358;SPC OH N     -   167,440.195   511,665.123   MT  0.99994072   -0 41 29.7
 MC1358;UTM  17      - 4,560,738.087   285,855.335   MT  1.00016442   -1 40 51.8
 MC1358
 MC1358                          SUPERSEDED SURVEY CONTROL
 MC1358
 MC1358  NAD 83(1986)-  41 10 10.96100(N)    083 33 09.76259(W) AD(       ) 4
 MC1358  NAD 27      -  41 10 10.77300(N)    083 33 10.01300(W) AD(       ) 3
 MC1358
 MC1358.Superseded values are not recommended for survey control.
 MC1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1358.See file dsdata.txt to determine how the superseded data were derived.
 MC1358
 MC1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF8585560738(NAD 83)
 MC1358
 MC1358  HISTORY     - Date     Condition        Report By
 MC1358  HISTORY     - 1943     MONUMENTED       CGS
 MC1358  HISTORY     - 1983     GOOD             USPSQD
 MC1358
 MC1358                          STATION DESCRIPTION
 MC1358
 MC1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1358'STATION IS LOCATED IN THE VILLAGE OF BLOOMDALE ON
 MC1358'THE E SIDE OF THE
 MC1358'VILLAGE PARK AND ON PROPERTY OWNED BY THE VILLAGE
 MC1358'OF BLOOMDALE.  IT IS A 4-LEGGED
 MC1358'STRUCTURE, PAINTED SILVER WITH THE
 MC1358'LEGEND BLOOMDALE PAINTED IN LARGE BLACK LETTERS.
 MC1358'THE POINT OBSERVED
 MC1358'ON WAS THE SMALL BALL ON TOP OF THE TANK AND IS ABOUT 125
 MC1358'FEET ABOVE THE
 MC1358'GROUND.  THE TANK WAS BUILT IN 1936.
 MC1358'
 MC1358'TO REACH FROM THE POST OFFICE IN BLOOMDALE, GO S 1/2 BLOCK ON
 MC1358'STATE HIGHWAY 18,
 MC1358'TURN LEFT AND GO 1 BLOCK TO WATER TANK.
 MC1358'
 MC1358'THIS IS AN INTERSECTION STATION.
 MC1358
 MC1358                          STATION RECOVERY (1983)
 MC1358
 MC1358'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 MC1358'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2041 ***********************************************************************
 MB2041  DESIGNATION -  BLOOMFIELD
 MB2041  PID         -  MB2041
 MB2041  STATE/COUNTY-  OH/TRUMBULL
 MB2041  USGS QUAD   -  BRISTOLVILLE (1994)
 MB2041
 MB2041                         *CURRENT SURVEY CONTROL
 MB2041  ___________________________________________________________________
 MB2041* NAD 83(1995)-  41 27 43.44014(N)    080 52 02.08454(W)     ADJUSTED  
 MB2041* NAVD 88     -       274.15   (+/-2cm)     899.4    (feet)  VERTCON   
 MB2041  ___________________________________________________________________
 MB2041  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 MB2041  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB2041
 MB2041  HORZ ORDER  -  SECOND
 MB2041  VERT ORDER  -  THIRD ? (See Below)
 MB2041
 MB2041.The horizontal coordinates were established by classical geodetic methods
 MB2041.and adjusted by the National Geodetic Survey in April 1998..
 MB2041
 MB2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2041.The vertical order pertains to the NGVD 29 superseded value.
 MB2041
 MB2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2041
 MB2041.The geoid height was determined by GEOID03.
 MB2041
 MB2041;                    North         East     Units Scale Factor Converg.
 MB2041;SPC OH N     -   200,651.460   736,395.207   MT  0.99996279   +1 04 21.5
 MB2041;UTM  17      - 4,590,061.418   511,086.506   MT  0.99960151   +0 05 16.4
 MB2041
 MB2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2041!SPC OH N     -   0.99996231  x   0.99996279  =   0.99992510
 MB2041!UTM  17      -   0.99996231  x   0.99960151  =   0.99956383
 MB2041
 MB2041|---------------------------------------------------------------------|
 MB2041| PID    Reference Object                     Distance      Geod. Az  |
 MB2041|                                                           dddmmss.s |
 MB2041| CX3273 BLOOMFIELD RM 2                      29.316 METERS 21436     |
 MB2041| MB0637 B 161                                88.642 METERS 23943     |
 MB2041| CX3272 BLOOMFIELD RM 1                      89.123 METERS 33128     |
 MB2041| CX3271 BLOOMFIELD AZ MK                                   3381426.2 |
 MB2041|---------------------------------------------------------------------|
 MB2041
 MB2041                          SUPERSEDED SURVEY CONTROL
 MB2041
 MB2041  NAD 83(1986)-  41 27 43.44815(N)    080 52 02.08055(W) AD(       ) 2
 MB2041  NAD 27      -  41 27 43.25000(N)    080 52 02.76100(W) AD(       ) 2
 MB2041  NGVD 29 (07/19/86)  274.33   (m)          900.0    (f) LEVELING    3  
 MB2041
 MB2041.Superseded values are not recommended for survey control.
 MB2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2041.See file dsdata.txt to determine how the superseded data were derived.
 MB2041
 MB2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1108790061(NAD 83)
 MB2041_MARKER: DS = TRIANGULATION STATION DISK
 MB2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2041_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB2041
 MB2041  HISTORY     - Date     Condition        Report By
 MB2041  HISTORY     - 1951     MONUMENTED       CGS
 MB2041  HISTORY     - 19900706 GOOD             OHDT
 MB2041
 MB2041                          STATION DESCRIPTION
 MB2041
 MB2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2041'STATION IS LOCATED IN THE TOWN OF BLOOMFIELD.  IT IS 311 FEET
 MB2041'NORTHEAST OF THE
 MB2041'INTERSECTION OF STATE HIGHWAYS NO. 45 AND NO. 87, 112 FEET NORTHWEST
 MB2041'OF THE INTERSECTION OF STATE HIGHWAY
 MB2041'NO. 87 AND GRAVELED STREET, 43 FEET NORTH OF A 24 INCH MAPLE TREE AND
 MB2041'21 FEET WEST OF THE CENTER OF THE
 MB2041'GRAVELED STREET.  THE MARK IS FLUSH AND THE DISK IS
 MB2041'STAMPED BLOOMFIELD 1951.
 MB2041'
 MB2041'REFERENCE MARK NO. 1 IS 3 FEET SOUTHEAST OF A FLAG POLE.  THE MARK IS
 MB2041'FLUSH AND THE DISK IS STAMPED
 MB2041'BLOOMFIELD NO 1 1951.
 MB2041'
 MB2041'REFERENCE MARK NO. 2 IS 87 FEET WEST OF THE INTERSECTION OF STATE
 MB2041'HIGHWAY NO. 87 AND GRAVELED
 MB2041'STREET, 34 FEET NORTH OF THE CENTER OF HIGHWAY AND 3 FEET NORTHEAST
 MB2041'OF A POWERLINE POLE AND A WHITE
 MB2041'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MB2041'BLOOMFIELD NO 2 1951.
 MB2041'
 MB2041'AZIMUTH MARK IS 65 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 45,
 MB2041'21 FEET SOUTH OF THE
 MB2041'CENTER OF A GRAVELED STREET, 15 FEET EAST OF A 24 INCH ELM TREE AND 2
 MB2041'FEET WEST OF A WHITE WITNESS
 MB2041'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MB2041'BLOOMFIELD 1951.
 MB2041'
 MB2041'B 161 (USC AND GS) BM IS 85 FEET SOUTHEAST OF THE INTERSECTION OF
 MB2041'STATE HIGHWAYS NO. 45 AND NO.
 MB2041'87, 76 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 45, 36 FEET SOUTH
 MB2041'OF THE CENTER OF STATE HIGHWAY
 MB2041'NO. 87 AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.
 MB2041'THE MARK IS A 12 BY 12 INCH CONCRETE POST WHICH
 MB2041'PROJECTS 4 INCHES WITH A BRONZE USC AND GS
 MB2041'BENCH MARK DISK SET IN THE TOP STAMPED B 161 1950.
 MB2041'
 MB2041'HEIGHT OF LIGH ABOVE STATION MARK 30 METERS.
 MB2041
 MB2041                          STATION RECOVERY (1990)
 MB2041
 MB2041'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 MB2041'------ REPORT BY ODOT ---------1990--------- CONDITION - STATION MARK
 MB2041'GOOD, REFERENCE MARK NO.1 GOOD, REFERENCE MARK NO.2 GOOD, AZIMUTH MARK
 MB2041'AND "B 161 1950" WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3446 ***********************************************************************
 KY3446  DESIGNATION -  BLOOMFIELD LOOKOUT TOWER
 KY3446  PID         -  KY3446
 KY3446  STATE/COUNTY-  OH/MUSKINGUM
 KY3446  USGS QUAD   -  BLOOMFIELD (1994)
 KY3446
 KY3446                         *CURRENT SURVEY CONTROL
 KY3446  ___________________________________________________________________
 KY3446* NAD 83(1995)-  40 05 10.98878(N)    081 44 19.94275(W)     ADJUSTED  
 KY3446* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 KY3446  ___________________________________________________________________
 KY3446  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 KY3446  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KY3446
 KY3446  HORZ ORDER  -  THIRD
 KY3446
 KY3446.The horizontal coordinates were established by classical geodetic methods
 KY3446.and adjusted by the National Geodetic Survey in April 1998..
 KY3446
 KY3446.The orthometric height was scaled from a topographic map.
 KY3446
 KY3446.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3446
 KY3446.The geoid height was determined by GEOID03.
 KY3446
 KY3446;                    North         East     Units Scale Factor Converg.
 KY3446;SPC OH S     -   231,898.398   664,913.534   MT  1.00001093   +0 28 58.6
 KY3446;SPC OH N     -    46,892.875   664,918.257   MT  1.00008453   +0 30 00.1
 KY3446;UTM  17      - 4,437,606.815   437,009.271   MT  0.99964884   -0 28 32.9
 KY3446
 KY3446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3446!SPC OH S     -   0.99994869  x   1.00001093  =   0.99995962
 KY3446!SPC OH N     -   0.99994869  x   1.00008453  =   1.00003321
 KY3446!UTM  17      -   0.99994869  x   0.99964884  =   0.99959755
 KY3446
 KY3446                          SUPERSEDED SURVEY CONTROL
 KY3446
 KY3446  NAD 83(1986)-  40 05 10.99515(N)    081 44 19.94964(W) AD(       ) 4
 KY3446  NAD 27      -  40 05 10.70000(N)    081 44 20.49000(W) AD(       ) 3
 KY3446
 KY3446.Superseded values are not recommended for survey control.
 KY3446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3446.See file dsdata.txt to determine how the superseded data were derived.
 KY3446
 KY3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3700937607(NAD 83)
 KY3446_MARKER: 57 = LOOKOUT TOWER
 KY3446_MARK LOGO: CGS   
 KY3446
 KY3446  HISTORY     - Date     Condition        Report By
 KY3446  HISTORY     - 1957     FIRST OBSERVED   CGS
 KY3446
 KY3446                          STATION DESCRIPTION
 KY3446
 KY3446'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KY3446'THE STATION IS THE CENTER OF THE BASE OF THE STATE
 KY3446'FOREST LOOKOUT
 KY3446'TOWER LOCATED ABOUT 4 MILES SOUTHEAST OF OTSEGO AND ABOUT
 KY3446'4 MILES NORTH OF BLOOMFIELD.  THE
 KY3446'TOWER IS A FOUR-LEGGED STEEL STRUCTURE
 KY3446'WITH AN ENCLOSED OBSERVATION CABIN AT THE TOP.  THE
 KY3446'HEIGHT IS ABOUT 110 FEET.
 KY3446'
 KY3446'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ATCHISON
 KY3446'1933 TO THE CENTER
 KY3446'OF THE BASE OF THE TOWER.  THE DISTANCE IS 26.8 FEET,
 KY3446'8.17 METERS.
 KY3446'
 KY3446'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND 76
 KY3446'AT OTSEGO, GO
 KY3446'SOUTH ON HIGHWAY 76 FOR 2.4 MILES TO A CROSSROAD.  TURN
 KY3446'LEFT AND GO EAST FOR 1.45 MILES
 KY3446'TO A DRIVEWAY RIGHT.  TURN RIGHT AND
 KY3446'FOLLOW WINDING GRAVELED DRIVEWAY SOUTH AND EAST
 KY3446'FOR 0.6 MILE TO TOP OF
 KY3446'HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0607 ***********************************************************************
 MC0607  DESIGNATION -  BLUE
 MC0607  PID         -  MC0607
 MC0607  STATE/COUNTY-  OH/HENRY
 MC0607  USGS QUAD   -  MC CLURE (1971)
 MC0607
 MC0607                         *CURRENT SURVEY CONTROL
 MC0607  ___________________________________________________________________
 MC0607* NAD 83(1995)-  41 18 45.97912(N)    083 56 45.77156(W)     ADJUSTED  
 MC0607* NAVD 88     -       208.490  (meters)     684.02   (feet)  ADJUSTED  
 MC0607  ___________________________________________________________________
 MC0607  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 MC0607  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 MC0607  DYNAMIC HT  -         208.397 (meters)     683.72  (feet)  COMP
 MC0607  MODELED GRAV-     980,172.9   (mgal)                       NAVD 88
 MC0607
 MC0607  HORZ ORDER  -  THIRD
 MC0607  VERT ORDER  -  SECOND    CLASS 0
 MC0607
 MC0607.The horizontal coordinates were established by classical geodetic methods
 MC0607.and adjusted by the National Geodetic Survey in April 1998..
 MC0607
 MC0607.The orthometric height was determined by differential leveling
 MC0607.and adjusted by the National Geodetic Survey in June 1991..
 MC0607
 MC0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0607
 MC0607.The geoid height was determined by GEOID03.
 MC0607
 MC0607.The dynamic height is computed by dividing the NAVD 88
 MC0607.geopotential number by the normal gravity value computed on the
 MC0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0607.degrees latitude (g = 980.6199 gals.).
 MC0607
 MC0607.The modeled gravity was interpolated from observed gravity values.
 MC0607
 MC0607;                    North         East     Units Scale Factor Converg.
 MC0607;SPC OH N     -   183,798.306   478,925.272   MT  0.99994826   -0 56 59.9
 MC0607;UTM  17      - 4,577,666.134   253,393.690   MT  1.00034851   -1 56 45.1
 MC0607;UTM  16      - 4,577,978.677   755,639.833   MT  1.00040435   +2 01 02.0
 MC0607
 MC0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0607!SPC OH N     -   0.99997286  x   0.99994826  =   0.99992112
 MC0607!UTM  17      -   0.99997286  x   1.00034851  =   1.00032136
 MC0607!UTM  16      -   0.99997286  x   1.00040435  =   1.00037720
 MC0607
 MC0607                          SUPERSEDED SURVEY CONTROL
 MC0607
 MC0607  NAD 83(1995)-  41 18 45.98746(N)    083 56 45.77628(W) AD(       ) 3
 MC0607  NAD 83(1986)-  41 18 45.98951(N)    083 56 45.78184(W) AD(       ) 3
 MC0607  NAD 27      -  41 18 45.80300(N)    083 56 45.98400(W) AD(       ) 3
 MC0607  NGVD 29 (??/??/92)  208.689  (m)          684.67   (f) ADJ UNCH    2 0
 MC0607
 MC0607.Superseded values are not recommended for survey control.
 MC0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0607.See file dsdata.txt to determine how the superseded data were derived.
 MC0607
 MC0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5339477666(NAD 83)
 MC0607_MARKER: DE = TRAVERSE STATION DISK
 MC0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0607_SP_SET: CONCRETE MONUMENT
 MC0607_STAMPING: BLUE 1947
 MC0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0607
 MC0607  HISTORY     - Date     Condition        Report By
 MC0607  HISTORY     - 1947     MONUMENTED       CGS
 MC0607  HISTORY     - 1963     GOOD             CGS
 MC0607  HISTORY     - 1963     GOOD             NGS
 MC0607  HISTORY     - 1965     GOOD             USE
 MC0607  HISTORY     - 1980     GOOD             LOCENG
 MC0607
 MC0607                          STATION DESCRIPTION
 MC0607
 MC0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC0607'THE STATION IS 1 MILE NORTH AND 1/4 MILE WEST OF WESTHOPE IN SEC. 16,
 MC0607'RICHFIELD
 MC0607'TOWNSHIP, ON THE OLIVER BLUE FARM.  IT IS 10.7 M. SOUTH OF THE
 MC0607'CENTERLINE OF THE EW SECTION
 MC0607'ROAD AND 4.0 M. EAST OF THE CENTERLINE OF
 MC0607'THE NS DITCH ALONG THE 1/4 MILE LAND
 MC0607'SUBDIVISION LINE OF THE SECTION.  IT
 MC0607'IS 1/4 MILE WEST OF STATE HIGHWAY 65.
 MC0607'
 MC0607'STATION IS 4.2 METERS S OF THE CENTERLINE OF EW DITCH.
 MC0607'
 MC0607'A STANDARD DISK STAMPED BLUE 1947 IS SET IN THE TOP OF A CONCRETE
 MC0607'MONUMENT ABOUT 10
 MC0607'INCHES IN DIAMETER.  THIS IS EMBEDDED SO THAT THE TOP
 MC0607'IS FLUSH WITH THE GROUND SURFACE.
 MC0607
 MC0607                          STATION RECOVERY (1963)
 MC0607
 MC0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC0607'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC0607'EXCEPTION--THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA
 MC0607'TARGET 6 FEET IN DIAMETER.
 MC0607'
 MC0607'ELEVATION OF DISK 684.68 FEET.
 MC0607
 MC0607                          STATION RECOVERY (1963)
 MC0607
 MC0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MC0607'1.2 MI N FROM WESTHOPE.
 MC0607'LOCATED 1.25 MILES NORTH OF WESTHOPE.  TO REACH FROM WESTHOPE,
 MC0607'GO 1.0 MILE NORTH ON STATE HIGHWAY 65, THEN 0.25 MILE WEST ON A PAVED
 MC0607'ROAD.  THE MARK IS 35.1 FEET SOUTH OF CENTERLINE OF ROAD, 13.1
 MC0607'FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH DITCH, AND 41.3
 MC0607'FEET SOUTH OF THE CENTERLINE OF A FIELD ROAD AND THE NORTH EDGE
 MC0607'OF THE EAST-WEST ROAD.  A STANDARD DISK STAMPED BLUE 1947 SET
 MC0607'IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT THAT IS IN THE
 MC0607'CENTER OF A CONCRETE CAMERA TARGET 6 FEET IN DIAMETER.
 MC0607
 MC0607                          STATION RECOVERY (1965)
 MC0607
 MC0607'RECOVERY NOTE BY US ENGINEERS 1965 (GAL)
 MC0607'TO REACH STA. FROM JCT. OF HWYS. 6 AND 65 AT MCCLURE, TRAVEL
 MC0607'S 4 MI. ON HWY 65 TO TWP ROAD K AND W 0.2 MI.
 MC0607'
 MC0607'THE STA. IS LOCATED IN A 2 M DIA. CONC. TARGET ON NE CORNER OF DITCH
 MC0607'BANKS AT INTERSECTION OF N-S AND E-W DITCHES, 9 M S OF CENTERLINE
 MC0607'OF ROAD, AND 12 M S OF UNDERGROUND TELEPHONE CABLE MARKER.  THE
 MC0607'STA. IS APPROX. 1.0 M LOWER THAN THE ROAD.  THE NEAREST POWER LINE
 MC0607'IS 0.25 MI. E OF THE STA.  (ELEV--684.77 FEET).
 MC0607'
 MC0607'THE STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER
 MC0607'STAMPED BLUE 1947.
 MC0607
 MC0607                          STATION RECOVERY (1980)
 MC0607
 MC0607'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC0607'BLUE 1947 RECOVERED GOOD - TARGET IS BROKEN UP.
 MC0607'
 MC0607'CABLE MARKER IS GONE.
 MC0607'
 MC0607'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI S. AND 0.25 MI W.,
 MC0607'MCCLURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0329 ***********************************************************************
 JZ0329  DESIGNATION -  BLUE ASH A
 JZ0329  PID         -  JZ0329
 JZ0329  STATE/COUNTY-  OH/HAMILTON
 JZ0329  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0329
 JZ0329                         *CURRENT SURVEY CONTROL
 JZ0329  ___________________________________________________________________
 JZ0329* NAD 83(1986)-  39 12 25.     (N)    084 23 29.     (W)     SCALED    
 JZ0329* NAVD 88     -       262.802  (meters)     862.21   (feet)  ADJUSTED  
 JZ0329  ___________________________________________________________________
 JZ0329  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ0329  DYNAMIC HT  -         262.637 (meters)     861.67  (feet)  COMP
 JZ0329  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 JZ0329
 JZ0329  VERT ORDER  -  FIRST     CLASS II
 JZ0329
 JZ0329.The horizontal coordinates were scaled from a topographic map and have
 JZ0329.an estimated accuracy of +/- 6 seconds.
 JZ0329
 JZ0329.The orthometric height was determined by differential leveling
 JZ0329.and adjusted by the National Geodetic Survey in June 1991..
 JZ0329
 JZ0329.The geoid height was determined by GEOID03.
 JZ0329
 JZ0329.The dynamic height is computed by dividing the NAVD 88
 JZ0329.geopotential number by the normal gravity value computed on the
 JZ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0329.degrees latitude (g = 980.6199 gals.).
 JZ0329
 JZ0329.The modeled gravity was interpolated from observed gravity values.
 JZ0329
 JZ0329;                    North         East    Units  Estimated Accuracy
 JZ0329;SPC OH S     -   135,700.      436,660.      MT  (+/- 180 meters Scaled)
 JZ0329
 JZ0329                          SUPERSEDED SURVEY CONTROL
 JZ0329
 JZ0329  NGVD 29 (??/??/92)  262.978  (m)          862.79   (f) ADJ UNCH    1 2
 JZ0329
 JZ0329.Superseded values are not recommended for survey control.
 JZ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0329.See file dsdata.txt to determine how the superseded data were derived.
 JZ0329
 JZ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ252429(NAD 83)
 JZ0329_MARKER: DB = BENCH MARK DISK
 JZ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0329_STAMPING: BLUE ASH A 1947
 JZ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0329+STABILITY: SURFACE MOTION
 JZ0329
 JZ0329  HISTORY     - Date     Condition        Report By
 JZ0329  HISTORY     - 1947     MONUMENTED       CGS
 JZ0329  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0329
 JZ0329                          STATION DESCRIPTION
 JZ0329
 JZ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0329'AT DEER PARK.
 JZ0329'AT DEER PARK, HAMILTON COUNTY, IN THE 8100 BLOCK OF BLUE ASH
 JZ0329'AVENUE, ACROSS THE STREET FROM TWO STORY HOUSE 8108, 200 FEET
 JZ0329'SOUTH OF AMITY ROAD, 29 FEET WEST OF THE CENTERLINE OF BLUE ASH
 JZ0329'AVENUE, 17.5 FEET EAST OF THE EAST RAIL OF THE CINCINNATI,
 JZ0329'LEBANON AND NORTHERN RAILROAD TRACK, 14.0 FEET SOUTH OF POLE
 JZ0329'U 17 293 AND 0.5 FOOT BELOW THE LEVEL OF THE TRACK.  A STANDARD
 JZ0329'DISK, STAMPED BLUE ASH A 1947 AND SET IN THE TOP OF A CONCRETE
 JZ0329'POST FLUSH WITH THE GROUND.
 JZ0329
 JZ0329                          STATION RECOVERY (1961)
 JZ0329
 JZ0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0330 ***********************************************************************
 JZ0330  DESIGNATION -  BLUE ASH B
 JZ0330  PID         -  JZ0330
 JZ0330  STATE/COUNTY-  OH/HAMILTON
 JZ0330  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0330
 JZ0330                         *CURRENT SURVEY CONTROL
 JZ0330  ___________________________________________________________________
 JZ0330* NAD 83(1986)-  39 13 34.     (N)    084 22 55.     (W)     SCALED    
 JZ0330* NAVD 88     -       257.135  (meters)     843.62   (feet)  ADJUSTED  
 JZ0330  ___________________________________________________________________
 JZ0330  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ0330  DYNAMIC HT  -         256.975 (meters)     843.09  (feet)  COMP
 JZ0330  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 JZ0330
 JZ0330  VERT ORDER  -  FIRST     CLASS II
 JZ0330
 JZ0330.The horizontal coordinates were scaled from a topographic map and have
 JZ0330.an estimated accuracy of +/- 6 seconds.
 JZ0330
 JZ0330.The orthometric height was determined by differential leveling
 JZ0330.and adjusted by the National Geodetic Survey in June 1991..
 JZ0330
 JZ0330.The geoid height was determined by GEOID03.
 JZ0330
 JZ0330.The dynamic height is computed by dividing the NAVD 88
 JZ0330.geopotential number by the normal gravity value computed on the
 JZ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0330.degrees latitude (g = 980.6199 gals.).
 JZ0330
 JZ0330.The modeled gravity was interpolated from observed gravity values.
 JZ0330
 JZ0330;                    North         East    Units  Estimated Accuracy
 JZ0330;SPC OH S     -   137,810.      437,520.      MT  (+/- 180 meters Scaled)
 JZ0330
 JZ0330                          SUPERSEDED SURVEY CONTROL
 JZ0330
 JZ0330  NGVD 29 (??/??/92)  257.310  (m)          844.19   (f) ADJ UNCH    1 2
 JZ0330
 JZ0330.Superseded values are not recommended for survey control.
 JZ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0330.See file dsdata.txt to determine how the superseded data were derived.
 JZ0330
 JZ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ259451(NAD 83)
 JZ0330_MARKER: DB = BENCH MARK DISK
 JZ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0330_STAMPING: BLUE ASH B 1947
 JZ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0330+STABILITY: SURFACE MOTION
 JZ0330
 JZ0330  HISTORY     - Date     Condition        Report By
 JZ0330  HISTORY     - 1947     MONUMENTED       CGS
 JZ0330  HISTORY     - 1961     POOR             USGS
 JZ0330
 JZ0330                          STATION DESCRIPTION
 JZ0330
 JZ0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0330'AT BLUE ASH.
 JZ0330'AT BLUE ASH, HAMILTON COUNTY, ON THE CINCINNATI, LEBANON, AND
 JZ0330'NORTHERN RAILROAD, IN THE 1900 BLOCK OF BLUE ASH AVENUE, ACROSS
 JZ0330'THE AVENUE AND RAILROAD TRACKS FROM HOUSE 9260, 13.4 FEET NORTH
 JZ0330'OF THE NORTH LINE OF HOUSE 9260, 3.4 FEET WEST OF THE WEST RAIL
 JZ0330'AND 0.5 FOOT BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK,
 JZ0330'STAMPED BLUE ASH B 1947 AND SET IN THE TOP OF A CONCRETE POST
 JZ0330'PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- BADLY TIPPED-- USE WITH
 JZ0330'CAUTION.
 JZ0330
 JZ0330                          STATION RECOVERY (1961)
 JZ0330
 JZ0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0330'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0331 ***********************************************************************
 JZ0331  DESIGNATION -  BLUE ASH C
 JZ0331  PID         -  JZ0331
 JZ0331  STATE/COUNTY-  OH/HAMILTON
 JZ0331  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0331
 JZ0331                         *CURRENT SURVEY CONTROL
 JZ0331  ___________________________________________________________________
 JZ0331* NAD 83(1986)-  39 13 48.     (N)    084 22 47.     (W)     SCALED    
 JZ0331* NAVD 88     -       259.470  (meters)     851.28   (feet)  ADJUSTED  
 JZ0331  ___________________________________________________________________
 JZ0331  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ0331  DYNAMIC HT  -         259.309 (meters)     850.75  (feet)  COMP
 JZ0331  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JZ0331
 JZ0331  VERT ORDER  -  FIRST     CLASS II
 JZ0331
 JZ0331.The horizontal coordinates were scaled from a topographic map and have
 JZ0331.an estimated accuracy of +/- 6 seconds.
 JZ0331
 JZ0331.The orthometric height was determined by differential leveling
 JZ0331.and adjusted by the National Geodetic Survey in June 1991..
 JZ0331
 JZ0331.The geoid height was determined by GEOID03.
 JZ0331
 JZ0331.The dynamic height is computed by dividing the NAVD 88
 JZ0331.geopotential number by the normal gravity value computed on the
 JZ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0331.degrees latitude (g = 980.6199 gals.).
 JZ0331
 JZ0331.The modeled gravity was interpolated from observed gravity values.
 JZ0331
 JZ0331;                    North         East    Units  Estimated Accuracy
 JZ0331;SPC OH S     -   138,240.      437,720.      MT  (+/- 180 meters Scaled)
 JZ0331
 JZ0331                          SUPERSEDED SURVEY CONTROL
 JZ0331
 JZ0331  NGVD 29 (??/??/92)  259.646  (m)          851.86   (f) ADJ UNCH    1 2
 JZ0331
 JZ0331.Superseded values are not recommended for survey control.
 JZ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0331.See file dsdata.txt to determine how the superseded data were derived.
 JZ0331
 JZ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ261455(NAD 83)
 JZ0331_MARKER: DB = BENCH MARK DISK
 JZ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0331_STAMPING: BLUE ASH C 1947
 JZ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0331+STABILITY: SURFACE MOTION
 JZ0331
 JZ0331  HISTORY     - Date     Condition        Report By
 JZ0331  HISTORY     - 1947     MONUMENTED       CGS
 JZ0331
 JZ0331                          STATION DESCRIPTION
 JZ0331
 JZ0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0331'AT BLUE ASH.
 JZ0331'AT BLUE ASH, HAMILTON COUNTY, ON THE CINCINNATI, LEBANON AND
 JZ0331'NORTHERN RAILROAD, IN THE 9400 BLOCK OF BLUE ASH AVENUE, ACROSS
 JZ0331'THE STREET FROM ONE-STORY HOUSE 9482, IN LINE WITH THE SOUTH
 JZ0331'LINE OF THE HOUSE, 43.2 FEET WEST OF THE CENTERLINE OF THE
 JZ0331'STREET, 31.1 FEET NORTHWEST OF A FIRE HYDRANT, 3.8 FEET EAST OF
 JZ0331'THE EAST RAIL AND 0.5 FOOT BELOW THE LEVEL OF THE TRACK.  A
 JZ0331'STANDARD DISK, STAMPED BLUE ASH C 1947 AND SET IN THE TOP OF A
 JZ0331'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0333 ***********************************************************************
 JZ0333  DESIGNATION -  BLUE ASH NORTH BASE RM 1
 JZ0333  PID         -  JZ0333
 JZ0333  STATE/COUNTY-  OH/HAMILTON
 JZ0333  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0333
 JZ0333                         *CURRENT SURVEY CONTROL
 JZ0333  ___________________________________________________________________
 JZ0333* NAD 83(1986)-  39 14 12.     (N)    084 22 37.     (W)     SCALED    
 JZ0333* NAVD 88     -       258.797  (meters)     849.07   (feet)  ADJUSTED  
 JZ0333  ___________________________________________________________________
 JZ0333  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0333  DYNAMIC HT  -         258.636 (meters)     848.54  (feet)  COMP
 JZ0333  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JZ0333
 JZ0333  VERT ORDER  -  FIRST     CLASS II
 JZ0333
 JZ0333.This mark is at Cincinnati-Blue Ash Airport (ISZ)
 JZ0333
 JZ0333.The horizontal coordinates were scaled from a topographic map and have
 JZ0333.an estimated accuracy of +/- 6 seconds.
 JZ0333
 JZ0333.The orthometric height was determined by differential leveling
 JZ0333.and adjusted by the National Geodetic Survey in June 1991..
 JZ0333
 JZ0333.The geoid height was determined by GEOID03.
 JZ0333
 JZ0333.The dynamic height is computed by dividing the NAVD 88
 JZ0333.geopotential number by the normal gravity value computed on the
 JZ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0333.degrees latitude (g = 980.6199 gals.).
 JZ0333
 JZ0333.The modeled gravity was interpolated from observed gravity values.
 JZ0333
 JZ0333;                    North         East    Units  Estimated Accuracy
 JZ0333;SPC OH S     -   138,970.      437,970.      MT  (+/- 180 meters Scaled)
 JZ0333
 JZ0333                          SUPERSEDED SURVEY CONTROL
 JZ0333
 JZ0333  NGVD 29 (??/??/92)  258.973  (m)          849.65   (f) ADJ UNCH    1 2
 JZ0333
 JZ0333.Superseded values are not recommended for survey control.
 JZ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0333.See file dsdata.txt to determine how the superseded data were derived.
 JZ0333
 JZ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ263463(NAD 83)
 JZ0333_MARKER: DR = REFERENCE MARK DISK
 JZ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0333_STAMPING: BLUE ASH NORTH BASE NO 1 1947
 JZ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0333+STABILITY: SURFACE MOTION
 JZ0333
 JZ0333  HISTORY     - Date     Condition        Report By
 JZ0333  HISTORY     - 1947     MONUMENTED       CGS
 JZ0333
 JZ0333                          STATION DESCRIPTION
 JZ0333
 JZ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0333'AT BLUE ASH.
 JZ0333'AT BLUE ASH, HAMILTON COUNTY, ON THE CINCINNATI, LEBANON AND
 JZ0333'NORTHERN RAILROAD, AT THE SOUTHEAST CORNER OF PARKS WATSON
 JZ0333'AIRPORT, ACROSS KENWOOD ROAD FROM A ONE AND ONE-HALF STORY BRICK
 JZ0333'HOUSE, 92.5 FEET SOUTHWEST OF THE TRIANGULATION STATION, 25.4
 JZ0333'FEET WEST OF THE WEST RAIL OF THE TRACK, 2.0 FEET EAST OF THE
 JZ0333'EAST BOUNDARY FENCE OF THE AIRPORT, AND LEVEL WITH THE TRACK.
 JZ0333'A STANDARD REFERENCE-MARK DISK, STAMPED BLUE ASH NORTH BASE NO
 JZ0333'1 1947 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JZ0333'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0335 ***********************************************************************
 JZ0335  DESIGNATION -  BLUE ASH NORTH BASE AZ MK
 JZ0335  PID         -  JZ0335
 JZ0335  STATE/COUNTY-  OH/HAMILTON
 JZ0335  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0335
 JZ0335                         *CURRENT SURVEY CONTROL
 JZ0335  ___________________________________________________________________
 JZ0335* NAD 83(1986)-  39 14 13.     (N)    084 22 57.     (W)     SCALED    
 JZ0335* NAVD 88     -       265.220  (meters)     870.14   (feet)  ADJUSTED  
 JZ0335  ___________________________________________________________________
 JZ0335  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0335  DYNAMIC HT  -         265.055 (meters)     869.60  (feet)  COMP
 JZ0335  MODELED GRAV-     979,999.0   (mgal)                       NAVD 88
 JZ0335
 JZ0335  VERT ORDER  -  FIRST     CLASS II
 JZ0335
 JZ0335.This mark is at Cincinnati-Blue Ash Airport (ISZ)
 JZ0335
 JZ0335.The horizontal coordinates were scaled from a topographic map and have
 JZ0335.an estimated accuracy of +/- 6 seconds.
 JZ0335
 JZ0335.The orthometric height was determined by differential leveling
 JZ0335.and adjusted by the National Geodetic Survey in June 1991..
 JZ0335
 JZ0335.The geoid height was determined by GEOID03.
 JZ0335
 JZ0335.The dynamic height is computed by dividing the NAVD 88
 JZ0335.geopotential number by the normal gravity value computed on the
 JZ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0335.degrees latitude (g = 980.6199 gals.).
 JZ0335
 JZ0335.The modeled gravity was interpolated from observed gravity values.
 JZ0335
 JZ0335;                    North         East    Units  Estimated Accuracy
 JZ0335;SPC OH S     -   139,010.      437,490.      MT  (+/- 180 meters Scaled)
 JZ0335
 JZ0335                          SUPERSEDED SURVEY CONTROL
 JZ0335
 JZ0335  NGVD 29 (??/??/92)  265.396  (m)          870.72   (f) ADJ UNCH    1 2
 JZ0335
 JZ0335.Superseded values are not recommended for survey control.
 JZ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0335.See file dsdata.txt to determine how the superseded data were derived.
 JZ0335
 JZ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ259463(NAD 83)
 JZ0335_MARKER: DZ = AZIMUTH MARK DISK
 JZ0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0335_STAMPING: BLUE ASH NORTH BASE 1947
 JZ0335_MARK LOGO: CGS   
 JZ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0335+STABILITY: SURFACE MOTION
 JZ0335
 JZ0335  HISTORY     - Date     Condition        Report By
 JZ0335  HISTORY     - 1947     MONUMENTED       CGS
 JZ0335
 JZ0335                          STATION DESCRIPTION
 JZ0335
 JZ0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0335'AT BLUE ASH.
 JZ0335'AT BLUE ASH, HAMILTON COUNTY, AT THE PARKS WATSON AIRPORT, 117.0
 JZ0335'FEET NORTH OF THE CENTERLINE OF COOPER ROAD, 66.5 FEET EAST OF THE
 JZ0335'NORTHEAST CORNER OF THE ADMINISTRATION BUILDING, AND 1.0 FOOT
 JZ0335'NORTH OF THE NORTHWEST CORNER OF A FENCE SURROUNDING THE PARKING
 JZ0335'LOT.  A STANDARD AZIMUTH-MARK DISK, STAMPED BLUE ASH NORTH BASE
 JZ0335'1947 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0336 ***********************************************************************
 JZ0336  DESIGNATION -  BLUE ASH NORTH BASE
 JZ0336  PID         -  JZ0336
 JZ0336  STATE/COUNTY-  OH/HAMILTON
 JZ0336  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0336
 JZ0336                         *CURRENT SURVEY CONTROL
 JZ0336  ___________________________________________________________________
 JZ0336* NAD 83(1995)-  39 14 12.23259(N)    084 22 36.11741(W)     ADJUSTED  
 JZ0336* NAVD 88     -       258.903  (meters)     849.42   (feet)  ADJUSTED  
 JZ0336  ___________________________________________________________________
 JZ0336  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 JZ0336  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0336  DYNAMIC HT  -         258.742 (meters)     848.89  (feet)  COMP
 JZ0336  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JZ0336
 JZ0336  HORZ ORDER  -  FIRST
 JZ0336  VERT ORDER  -  FIRST     CLASS II
 JZ0336
 JZ0336.This mark is at Cincinnati-Blue Ash Airport (ISZ)
 JZ0336
 JZ0336.The horizontal coordinates were established by classical geodetic methods
 JZ0336.and adjusted by the National Geodetic Survey in April 1998..
 JZ0336
 JZ0336.The orthometric height was determined by differential leveling
 JZ0336.and adjusted by the National Geodetic Survey in June 1991..
 JZ0336
 JZ0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0336
 JZ0336.The geoid height was determined by GEOID03.
 JZ0336
 JZ0336.The dynamic height is computed by dividing the NAVD 88
 JZ0336.geopotential number by the normal gravity value computed on the
 JZ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0336.degrees latitude (g = 980.6199 gals.).
 JZ0336
 JZ0336.The modeled gravity was interpolated from observed gravity values.
 JZ0336
 JZ0336;                    North         East     Units Scale Factor Converg.
 JZ0336;SPC OH S     -   138,976.930   437,992.925   MT  0.99993921   -1 11 26.9
 JZ0336;UTM  16      - 4,346,327.216   726,413.300   MT  1.00023124   +1 39 36.0
 JZ0336
 JZ0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0336!SPC OH S     -   0.99996471  x   0.99993921  =   0.99990392
 JZ0336!UTM  16      -   0.99996471  x   1.00023124  =   1.00019594
 JZ0336
 JZ0336:                Primary Azimuth Mark                     Grid Az
 JZ0336:SPC OH S     -  MASON RADIO STA WLW TWR                  020 10 56.2
 JZ0336:UTM  16      -  MASON RADIO STA WLW TWR                  017 19 53.3
 JZ0336
 JZ0336|---------------------------------------------------------------------|
 JZ0336| PID    Reference Object                     Distance      Geod. Az  |
 JZ0336|                                                           dddmmss.s |
 JZ0336| JZ3164 MASON RADIO STA WLW TWR             APPROX.13.7 KM 0185929.3 |
 JZ0336| JZ0333 BLUE ASH NORTH BASE RM 1             28.191 METERS 22529     |
 JZ0336| JZ0335 BLUE ASH NORTH BASE AZ MK                          2720451.0 |
 JZ0336| JZ0337 BLUE ASH NORTH BASE RM 2             21.165 METERS 32150     |
 JZ0336|---------------------------------------------------------------------|
 JZ0336
 JZ0336                          SUPERSEDED SURVEY CONTROL
 JZ0336
 JZ0336  NAD 83(1995)-  39 14 12.23901(N)    084 22 36.12516(W) AD(       ) 1
 JZ0336  NAD 83(1986)-  39 14 12.23593(N)    084 22 36.12743(W) AD(       ) 1
 JZ0336  NAD 27      -  39 14 12.02600(N)    084 22 36.34400(W) AD(       ) 1
 JZ0336  NGVD 29 (??/??/92)  259.079  (m)          850.00   (f) ADJ UNCH    1 2
 JZ0336
 JZ0336.Superseded values are not recommended for survey control.
 JZ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0336.See file dsdata.txt to determine how the superseded data were derived.
 JZ0336
 JZ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2641346327(NAD 83)
 JZ0336_MARKER: DS = TRIANGULATION STATION DISK
 JZ0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0336_STAMPING: BLUE ASH NORTH BASE 1947
 JZ0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0336+STABILITY: SURFACE MOTION
 JZ0336
 JZ0336  HISTORY     - Date     Condition        Report By
 JZ0336  HISTORY     - 1947     MONUMENTED       CGS
 JZ0336  HISTORY     - 1947     GOOD             CGS
 JZ0336
 JZ0336                          STATION DESCRIPTION
 JZ0336
 JZ0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ0336'STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF THE SILVERTON
 JZ0336'DISTRICT IN THE NORTHEAST PART OF THE CITY OF CINCINNATI AND
 JZ0336'1/2 MILE NORTH OF THE BLUE ASH PUBLIC SCHOOL ON PROPERTY BELONGING TO
 JZ0336'ANDREW LEDDER, 67 FEET WEST OF THE CENTERLINE OF KENWOOD ROAD,
 JZ0336'70 FEET NORTHWEST OF TELEPHONE-CABLE POLE NO. T25734 AND 21 FEET EAST
 JZ0336'OF THE EAST RAIL OF THE CINCINNATI, LEBANON AND NORTHERN
 JZ0336'RAILROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED
 JZ0336'BLUE ASH NORTH BASE 1947.
 JZ0336'
 JZ0336'REFERENCE MARK NO. 1 IS 92.49 FEET SOUTHWEST OF THE STATION, 26 FEET
 JZ0336'WEST OF THE WEST RAIL OF RAILROAD AND 1 FOOT EAST OF FENCE.  THE
 JZ0336'MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED BLUE ASH NORTH BASE NO
 JZ0336'1 1947.
 JZ0336'
 JZ0336'REFERENCE MARK NO. 2 IS 69.44 FEET NORTHWEST OF THE STATION, 26 FEET
 JZ0336'WEST OF THE WEST RAIL OF RAILROAD AND 1 FOOT EAST OF FENCE.
 JZ0336'THE MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED BLUE ASH NORTH
 JZ0336'BASE NO 2 1947.
 JZ0336'
 JZ0336'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 66 FEET EAST OF THE
 JZ0336'NORTHEAST CORNER OF THE OFFICE AT THE PARKS WATSON HANGAR AND
 JZ0336'AIRPORT AND 1 FOOT NORTH OF NORTHWEST FENCE CORNER AROUND PARKING LOT
 JZ0336'FOR CARS.  THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS
 JZ0336'STAMPED BLUE ASH NORTH BASE 1947.
 JZ0336'
 JZ0336'TO REACH THE STATION FROM THE INTERSECTION OF MONTGOMERY ROAD AND
 JZ0336'PLAINFIELD PIKE IN SILVERTON, GO NORTH ON PLAINFIELD PIKE FOR 0.2
 JZ0336'MILE TO ROAD FORKS.  TAKE THE RIGHT FORK AND FOLLOW BLUE ASH ROAD
 JZ0336'NORTH-NORTHEAST FOR 2.7 MILES TO COOPER ROAD.  TURN RIGHT ON COOPER
 JZ0336'ROAD AND GO EAST FOR 0.1 MILE TO KENWOOD ROAD AND THE BLUE ASH PUBLIC
 JZ0336'SCHOOL ON THE RIGHT.  TURN LEFT ON KENWOOD ROAD (BY-PASS
 JZ0336'U.S. HIGHWAY 50) AND GO NORTH FOR 0.4 MILE TO THE STATION ON THE LEFT
 JZ0336'AS DESCRIBED.
 JZ0336'
 JZ0336'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON KENWOOD ROAD
 JZ0336'FOR 0.4 MILE TO COOPER ROAD.  TURN RIGHT AND GO WEST AND NORTH
 JZ0336'ON COOPER ROAD FOR 0.5 MILE TO THE PARKS WATSON AIRPORT ON THE RIGHT
 JZ0336'AND THE AZIMUTH MARK AS DESCRIBED.
 JZ0336'
 JZ0336'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JZ0336
 JZ0336                          STATION RECOVERY (1947)
 JZ0336
 JZ0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ0336'AT BLUE ASH.
 JZ0336'AT BLUE ASH, HAMILTON COUNTY, ON THE CINCINNATI, LEBANON AND
 JZ0336'NORTHERN RAILROAD, AT THE SOUTHEAST CORNER OF THE PARKS WATSON
 JZ0336'AIRPORT, ACROSS KENWOOD ROAD FROM A 1-1/2-STORY BRICK HOUSE, 66.5
 JZ0336'FEET WEST OF THE CENTERLINE OF KENWOOD ROAD, 21.0 FEET EAST OF
 JZ0336'THE EAST RAIL OF THE TRACK, 26.0 FEET NORTH OF THE NORTH LINE
 JZ0336'OF THE HOUSE, AND LEVEL WITH THE TRACK.  A STANDARD
 JZ0336'TRIANGULATION-STATION DISK, STAMPED BLUE ASH NORTH BASE 1947 AND
 JZ0336'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0337 ***********************************************************************
 JZ0337  DESIGNATION -  BLUE ASH NORTH BASE RM 2
 JZ0337  PID         -  JZ0337
 JZ0337  STATE/COUNTY-  OH/HAMILTON
 JZ0337  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0337
 JZ0337                         *CURRENT SURVEY CONTROL
 JZ0337  ___________________________________________________________________
 JZ0337* NAD 83(1986)-  39 14 12.     (N)    084 22 36.     (W)     SCALED    
 JZ0337* NAVD 88     -       259.015  (meters)     849.78   (feet)  ADJUSTED  
 JZ0337  ___________________________________________________________________
 JZ0337  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0337  DYNAMIC HT  -         258.854 (meters)     849.26  (feet)  COMP
 JZ0337  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JZ0337
 JZ0337  VERT ORDER  -  FIRST     CLASS II
 JZ0337
 JZ0337.The horizontal coordinates were scaled from a topographic map and have
 JZ0337.an estimated accuracy of +/- 6 seconds.
 JZ0337
 JZ0337.The orthometric height was determined by differential leveling
 JZ0337.and adjusted by the National Geodetic Survey in June 1991..
 JZ0337
 JZ0337.The geoid height was determined by GEOID03.
 JZ0337
 JZ0337.The dynamic height is computed by dividing the NAVD 88
 JZ0337.geopotential number by the normal gravity value computed on the
 JZ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0337.degrees latitude (g = 980.6199 gals.).
 JZ0337
 JZ0337.The modeled gravity was interpolated from observed gravity values.
 JZ0337
 JZ0337;                    North         East    Units  Estimated Accuracy
 JZ0337;SPC OH S     -   138,970.      438,000.      MT  (+/- 180 meters Scaled)
 JZ0337
 JZ0337                          SUPERSEDED SURVEY CONTROL
 JZ0337
 JZ0337  NGVD 29 (??/??/92)  259.191  (m)          850.36   (f) ADJ UNCH    1 2
 JZ0337
 JZ0337.Superseded values are not recommended for survey control.
 JZ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0337.See file dsdata.txt to determine how the superseded data were derived.
 JZ0337
 JZ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ264463(NAD 83)
 JZ0337_MARKER: DR = REFERENCE MARK DISK
 JZ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0337_STAMPING: BLUE ASH NORTH BASE NO 2 1947
 JZ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0337+STABILITY: SURFACE MOTION
 JZ0337
 JZ0337  HISTORY     - Date     Condition        Report By
 JZ0337  HISTORY     - 1947     MONUMENTED       CGS
 JZ0337
 JZ0337                          STATION DESCRIPTION
 JZ0337
 JZ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0337'AT BLUE ASH.
 JZ0337'AT BLUE ASH, HAMILTON COUNTY, ON THE CINCINNATI, LEBANON AND
 JZ0337'NORTHERN RAILROAD, AT THE SOUTHEAST CORNER OF PARK WATSON AIRPORT,
 JZ0337'ACROSS KENWOOD ROAD FROM A 1-1/2-STORY BRICK HOUSE, 69.6 FEET
 JZ0337'NORTHWEST OF TRIANGULATION STATION, 26.5 FEET WEST OF THE WEST
 JZ0337'RAIL OF THE TRACK, 1.0 FEET EAST OF THE EAST BOUNDARY FENCE OF
 JZ0337'THE AIRPORT, AND LEVEL WITH THE TRACK.  A STANDARD REFERENCE-MARK
 JZ0337'DISK, STAMPED BLUE ASH NORTH BASE NO 2 1947 AND SET IN THE TOP
 JZ0337'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0325 ***********************************************************************
 JZ0325  DESIGNATION -  BLUE ASH SOUTH BASE RM 2
 JZ0325  PID         -  JZ0325
 JZ0325  STATE/COUNTY-  OH/HAMILTON
 JZ0325  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0325
 JZ0325                         *CURRENT SURVEY CONTROL
 JZ0325  ___________________________________________________________________
 JZ0325* NAD 83(1986)-  39 11 43.     (N)    084 24 08.     (W)     SCALED    
 JZ0325* NAVD 88     -       260.252  (meters)     853.84   (feet)  ADJUSTED  
 JZ0325  ___________________________________________________________________
 JZ0325  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0325  DYNAMIC HT  -         260.088 (meters)     853.31  (feet)  COMP
 JZ0325  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JZ0325
 JZ0325  VERT ORDER  -  FIRST     CLASS II
 JZ0325
 JZ0325.The horizontal coordinates were scaled from a topographic map and have
 JZ0325.an estimated accuracy of +/- 6 seconds.
 JZ0325
 JZ0325.The orthometric height was determined by differential leveling
 JZ0325.and adjusted by the National Geodetic Survey in June 1991..
 JZ0325
 JZ0325.The geoid height was determined by GEOID03.
 JZ0325
 JZ0325.The dynamic height is computed by dividing the NAVD 88
 JZ0325.geopotential number by the normal gravity value computed on the
 JZ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0325.degrees latitude (g = 980.6199 gals.).
 JZ0325
 JZ0325.The modeled gravity was interpolated from observed gravity values.
 JZ0325
 JZ0325;                    North         East    Units  Estimated Accuracy
 JZ0325;SPC OH S     -   134,420.      435,690.      MT  (+/- 180 meters Scaled)
 JZ0325
 JZ0325                          SUPERSEDED SURVEY CONTROL
 JZ0325
 JZ0325  NGVD 29 (??/??/92)  260.426  (m)          854.41   (f) ADJ UNCH    1 2
 JZ0325
 JZ0325.Superseded values are not recommended for survey control.
 JZ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0325.See file dsdata.txt to determine how the superseded data were derived.
 JZ0325
 JZ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ243416(NAD 83)
 JZ0325_MARKER: DR = REFERENCE MARK DISK
 JZ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0325_STAMPING: BLUE ASH SOUTH BASE NO 2 1947
 JZ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0325+STABILITY: SURFACE MOTION
 JZ0325
 JZ0325  HISTORY     - Date     Condition        Report By
 JZ0325  HISTORY     - 1947     MONUMENTED       CGS
 JZ0325  HISTORY     - 1965     MARK NOT FOUND   NGS
 JZ0325
 JZ0325                          STATION DESCRIPTION
 JZ0325
 JZ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0325'0.1 MI NE FROM SILVERTON.
 JZ0325'0.1 MILE NORTHEAST ALONG THE CINCINNATI, LEBANON AND NORTHERN
 JZ0325'RAILROAD FROM SECTION ROAD AT SILVERTON, HAMILTON COUNTY, AT THE
 JZ0325'MEIER WINE COMPANY, AT THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 JZ0325'LOADING HOUSE, 92.5 FEET EAST OF TRIANGULATION STATION, 50.9 FEET
 JZ0325'EAST OF THE EAST RAIL, 2 FEET NORTHWEST OF THE SOUTHWEST CORNER
 JZ0325'OF THE BUILDING, 1.5 FEET NORTH OF A FENCE LINE AND ABOUT 6 FEET
 JZ0325'ABOVE THE LEVEL OF THE TRACK.  A STANDARD REFERENCE-MARK DISK,
 JZ0325'STAMPED BLUE ASH SOUTH BASE NO 2 1947 AND SET IN THE TOP OF A
 JZ0325'CONCRETE POST FLUSH WITH THE GROUND.
 JZ0325
 JZ0325                          STATION RECOVERY (1965)
 JZ0325
 JZ0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JZ0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0326 ***********************************************************************
 JZ0326  DESIGNATION -  BLUE ASH SOUTH BASE
 JZ0326  PID         -  JZ0326
 JZ0326  STATE/COUNTY-  OH/HAMILTON
 JZ0326  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0326
 JZ0326                         *CURRENT SURVEY CONTROL
 JZ0326  ___________________________________________________________________
 JZ0326* NAD 83(1995)-  39 11 43.48376(N)    084 24 06.99000(W)     ADJUSTED  
 JZ0326* NAVD 88     -       259.369  (meters)     850.95   (feet)  ADJUSTED  
 JZ0326  ___________________________________________________________________
 JZ0326  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 JZ0326  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0326  DYNAMIC HT  -         259.205 (meters)     850.41  (feet)  COMP
 JZ0326  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JZ0326
 JZ0326  HORZ ORDER  -  FIRST
 JZ0326  VERT ORDER  -  FIRST     CLASS II
 JZ0326
 JZ0326.The horizontal coordinates were established by classical geodetic methods
 JZ0326.and adjusted by the National Geodetic Survey in April 1998..
 JZ0326
 JZ0326.The orthometric height was determined by differential leveling
 JZ0326.and adjusted by the National Geodetic Survey in June 1991..
 JZ0326
 JZ0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0326
 JZ0326.The geoid height was determined by GEOID03.
 JZ0326
 JZ0326.The dynamic height is computed by dividing the NAVD 88
 JZ0326.geopotential number by the normal gravity value computed on the
 JZ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0326.degrees latitude (g = 980.6199 gals.).
 JZ0326
 JZ0326.The modeled gravity was interpolated from observed gravity values.
 JZ0326
 JZ0326;                    North         East     Units Scale Factor Converg.
 JZ0326;SPC OH S     -   134,436.582   435,717.575   MT  0.99994132   -1 12 24.5
 JZ0326;UTM  16      - 4,341,678.021   724,365.940   MT  1.00021988   +1 38 33.3
 JZ0326
 JZ0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0326!SPC OH S     -   0.99996464  x   0.99994132  =   0.99990597
 JZ0326!UTM  16      -   0.99996464  x   1.00021988  =   1.00018452
 JZ0326
 JZ0326|---------------------------------------------------------------------|
 JZ0326| PID    Reference Object                     Distance      Geod. Az  |
 JZ0326|                                                           dddmmss.s |
 JZ0326| CC7838 BLUE ASH SOUTH BASE RM 1             26.335 METERS 02316     |
 JZ0326| JZ0328 BLUE ASH SOUTH BASE AZ MK                          0345827.2 |
 JZ0326| JZ0325 BLUE ASH SOUTH BASE RM 2             28.173 METERS 11241     |
 JZ0326| JZ3093 INDIAN HILL MUNICIPAL TANK          APPROX. 4.6 KM 1392144.7 |
 JZ0326|---------------------------------------------------------------------|
 JZ0326
 JZ0326                          SUPERSEDED SURVEY CONTROL
 JZ0326
 JZ0326  NAD 83(1995)-  39 11 43.49004(N)    084 24 06.99752(W) AD(       ) 1
 JZ0326  NAD 83(1986)-  39 11 43.48725(N)    084 24 07.00033(W) AD(       ) 1
 JZ0326  NAD 27      -  39 11 43.27500(N)    084 24 07.21400(W) AD(       ) 1
 JZ0326  NGVD 29 (??/??/92)  259.543  (m)          851.52   (f) ADJ UNCH    1 2
 JZ0326
 JZ0326.Superseded values are not recommended for survey control.
 JZ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0326.See file dsdata.txt to determine how the superseded data were derived.
 JZ0326
 JZ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2436641678(NAD 83)
 JZ0326_MARKER: DS = TRIANGULATION STATION DISK
 JZ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0326_STAMPING: BLUE ASH SOUTH BASE 1947
 JZ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0326+STABILITY: SURFACE MOTION
 JZ0326
 JZ0326  HISTORY     - Date     Condition        Report By
 JZ0326  HISTORY     - 1947     MONUMENTED       CGS
 JZ0326  HISTORY     - 1947     GOOD             CGS
 JZ0326  HISTORY     - 1965     MARK NOT FOUND   CGS
 JZ0326  HISTORY     - 1965     MARK NOT FOUND   NGS
 JZ0326
 JZ0326                          STATION DESCRIPTION
 JZ0326
 JZ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ0326'STATION IS LOCATED IN THE SUBURB OF SILVERTON IN THE NORTHEAST PART
 JZ0326'OF THE CITY OF CINCINNATI, 95 FFEET WEST OF THE SOUTHWEST CORNER
 JZ0326'OF BUILDING ON MEIERS WINNERY GROUNDS, 70 FEET WEST OF A NORTHWEST
 JZ0326'FENCE CORNER ON THE WEST SIDE OF STEEL FENCE AROUND MEIERS
 JZ0326'WINNERY AND 37 FEET WEST OF THE WEST RAIL OF THE CINCINNATI, LEBANON
 JZ0326'AND NORTHERN RAILROAD.  THE MARK IS 12 INCHES BELOW THE SURFACE OF
 JZ0326'THE GROUND AND THE DISC IS STAMPED BLUE ASH SOUTH BASE 1947.
 JZ0326'
 JZ0326'REFERENCE MARK NO. 1 IS 86.40 FEET NORTH-NORTHEAST OF STATION, 35
 JZ0326'FEET WEST OF THE WEST RAIL OF THE CINCINNATI, LEBANON AND
 JZ0326'NORTHERN RAILROAD AND 6 FEET SOUTH OF A 10-INCH ASH TREE.  THE MARK
 JZ0326'IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED BLUE ASH
 JZ0326'SOUTH BASE NO 1 1947.
 JZ0326'
 JZ0326'REFERENCE MARK NO. 2 IS 93.43 FEET EAST-SOUTHEAST OF THE STATION, 51
 JZ0326'FEET EAST OF EAST RAIL OF RAILROAD TRACKS AND 2 FEET NORTHWEST
 JZ0326'OF THE SOUTHWEST CORNER OF BUILDING ON THE GROUNDS OF THE MEIERS
 JZ0326'WINNERY.  THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS
 JZ0326'STAMPED BLUE ASH SOUTH BASE 1947.
 JZ0326'
 JZ0326'THE AZIMUTH MARK IS 0.3 MILE NORTH-NORTHEAST OF THE STATION IN THE
 JZ0326'SOUTHWEST ANGLE OF THE INTERSECTION OF BLUE ASH ROAD AND
 JZ0326'WEBSTER AVENUE, 23 FEET WEST OF THE WEST CURB OF BLUE ASH ROAD, 49
 JZ0326'FEET SOUTH OF THE CENTERLINE OF WEBSTER AVENUE AND 8 FEET EAST
 JZ0326'OF THE EAST RAIL OF THE CINCINNATI, LEBANON AND NORTHERN RAILROAD.
 JZ0326'THE MARK PROJECTS 1 INCH AND THE DISC IS STAMPED BLUE ASH SOUTH
 JZ0326'BASE 1947.
 JZ0326'
 JZ0326'TO REACH THE STATION FROM THE INTERSECTION OF MONTGOMERY ROAD (U.S.
 JZ0326'HIGHWAY 22 AND STATE HIGHWAY 3) AND RIDGE AVENUE IN THE SUBURB OF
 JZ0326'SILVERTON, GO NORTHEAST ON MONTGOMERY ROAD FOR 1.7 MILES TO THE CROSS
 JZ0326'STREET OF PLAINFIELD ROAD.  TURN LEFT AND GO NORTH ON PLAINFIELD
 JZ0326'ROAD FOR 0.3 MILE TO DEER PARK AVENUE JUST AFTER CROSSING RAILROAD
 JZ0326'TRACKS.  TURN LEFT AND GO EAST FOR 0.05 MILE ON DEER PARK AVENUE
 JZ0326'TO A TRACK ROAD LEFT.  TURN LEFT AND GO SOUTH ON TRACK ROAD FOR 0.1
 JZ0326'MILE TO SMALL SHED.  BEAR RIGHT AROUND SHED, CROSS FENCE AND GO
 JZ0326'SOUTH ACROSS OPEN FIELD ALONG THE WEST SIDE OF RAILROAD TRACKS
 JZ0326'FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 JZ0326'
 JZ0326'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF MONTGOMERY ROAD
 JZ0326'AND PLAINFIELD ROAD IN EAST SILVERTON, GO NORTH ON PLAINFIELD
 JZ0326'ROAD FOR 0.3 MILE TO BLUE ASH ROAD RIGHT.  CONTINUE NORTHEAST ON BLUE
 JZ0326'ASH ROAD FOR 0.1 MILE TO WEBSTER AVENUE AND THE AZIMUTH MARK ON
 JZ0326'THE LEFT.
 JZ0326'
 JZ0326'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JZ0326
 JZ0326                          STATION RECOVERY (1947)
 JZ0326
 JZ0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ0326'0.1 MI E FROM SILVERTON.
 JZ0326'0.1 MILE EAST ALONG THE CINCINNATI, LEBANON AND NORTHERN RAILROAD
 JZ0326'FROM SECTION ROAD AT SILVERTON, HAMILTON COUNTY, AT MEIER WINE
 JZ0326'COMPANY, 36.7 FEET WEST OF THE WEST RAIL, 33.3 FEET NORTH OF THE
 JZ0326'SOUTH LINE OF A CONCRETE BLOCK BUILDING (LOADING HOUSE), AND LEVEL
 JZ0326'WITH THE TRACKS.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 JZ0326'BLUE ASH SOUTH BASE 1947 AND SET IN THE TOP OF A CONCRETE POST
 JZ0326'FLUSH WITH THE GROUND.
 JZ0326
 JZ0326                          STATION RECOVERY (1965)
 JZ0326
 JZ0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 JZ0326'THIS STATION WAS NOT RECOVERED.  THERE HAS BEEN A PARKING AREA
 JZ0326'ESTABLISHED IN THIS VICINITY AND THE MARK IS PROBABLY COVERED
 JZ0326'OVER.  THE MARK IS MOST LIKELY INTACT, SINCE IT WAS BURIED 12
 JZ0326'INCHES, BUT THE REFERENCES WERE NOT GOOD ENOUGH TO WARRANT DIGGING
 JZ0326'UP THE ASPHALT TO LOOK FOR IT.  RM NO. 1 WAS RECOVERED IN GOOD
 JZ0326'CONDITION, NEW REFERENCES WERE MADE--IT IS 25 EAST OF A PAVED
 JZ0326'PARKING AREA.  6 FEET SOUTH OF A DEAD TREE TRUNK AND 37 FEET
 JZ0326'WEST OF THE WEST RAIL OF THE TRACKS.  RM NO. 2 COULD NOT BE FOUND.
 JZ0326'NEW BUILDING CONSTRUCTION WAS DONE IN THIS AREA AND THE MARK
 JZ0326'IS PROBABLY COVERED OVER BY SOME TYPE OF FLOORING.  THE PREVIOUS
 JZ0326'REFERENCES INDICATE THAT IT IS INSIDE THE BUILDING.
 JZ0326
 JZ0326                          STATION RECOVERY (1965)
 JZ0326
 JZ0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JZ0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0327 ***********************************************************************
 JZ0327  DESIGNATION -  BLUE ASH SOUTH BASE RM 1
 JZ0327  PID         -  JZ0327
 JZ0327  STATE/COUNTY-  OH/HAMILTON
 JZ0327  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0327
 JZ0327                         *CURRENT SURVEY CONTROL
 JZ0327  ___________________________________________________________________
 JZ0327* NAD 83(1986)-  39 11 43.     (N)    084 24 08.     (W)     SCALED    
 JZ0327* NAVD 88     -       259.405  (meters)     851.06   (feet)  ADJUSTED  
 JZ0327  ___________________________________________________________________
 JZ0327  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0327  DYNAMIC HT  -         259.241 (meters)     850.53  (feet)  COMP
 JZ0327  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JZ0327
 JZ0327  VERT ORDER  -  FIRST     CLASS II
 JZ0327
 JZ0327.The horizontal coordinates were scaled from a topographic map and have
 JZ0327.an estimated accuracy of +/- 6 seconds.
 JZ0327
 JZ0327.The orthometric height was determined by differential leveling
 JZ0327.and adjusted by the National Geodetic Survey in June 1991..
 JZ0327
 JZ0327.The geoid height was determined by GEOID03.
 JZ0327
 JZ0327.The dynamic height is computed by dividing the NAVD 88
 JZ0327.geopotential number by the normal gravity value computed on the
 JZ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0327.degrees latitude (g = 980.6199 gals.).
 JZ0327
 JZ0327.The modeled gravity was interpolated from observed gravity values.
 JZ0327
 JZ0327;                    North         East    Units  Estimated Accuracy
 JZ0327;SPC OH S     -   134,420.      435,690.      MT  (+/- 180 meters Scaled)
 JZ0327
 JZ0327                          SUPERSEDED SURVEY CONTROL
 JZ0327
 JZ0327  NGVD 29 (??/??/92)  259.58   (m)          851.6    (f) COMPUTED    1 2
 JZ0327
 JZ0327.Superseded values are not recommended for survey control.
 JZ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0327.See file dsdata.txt to determine how the superseded data were derived.
 JZ0327
 JZ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ243416(NAD 83)
 JZ0327_MARKER: DR = REFERENCE MARK DISK
 JZ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0327_STAMPING: BLUE ASH SOUTH BASE NO 1 1947
 JZ0327_MARK LOGO: CGS   
 JZ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0327+STABILITY: SURFACE MOTION
 JZ0327
 JZ0327  HISTORY     - Date     Condition        Report By
 JZ0327  HISTORY     - 1947     MONUMENTED       CGS
 JZ0327  HISTORY     - 1965     GOOD             NGS
 JZ0327
 JZ0327                          STATION DESCRIPTION
 JZ0327
 JZ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0327'0.1 MI N FROM SILVERTON.
 JZ0327'0.1 MILE NORTH ALONG THE CINCINNATI, LEBANON AND NORTHERN RAILROAD
 JZ0327'FROM SECTION ROAD AT SILVERTON, HAMILTON COUNTY, AT MEIER WINE
 JZ0327'COMPANY 86.5 FEET NORTH OF TRIANGULATION STATION, 36.2 FEET
 JZ0327'WEST OF THE WEST RAIL AND LEVEL WITH THE TRACK.  A STANDARD
 JZ0327'REFERENCE-MARK DISK, STAMPED BLUE ASH SOUTH BASE NO 1 1947 AND
 JZ0327'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JZ0327
 JZ0327                          STATION RECOVERY (1965)
 JZ0327
 JZ0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JZ0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0328 ***********************************************************************
 JZ0328  DESIGNATION -  BLUE ASH SOUTH BASE AZ MK
 JZ0328  PID         -  JZ0328
 JZ0328  STATE/COUNTY-  OH/HAMILTON
 JZ0328  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0328
 JZ0328                         *CURRENT SURVEY CONTROL
 JZ0328  ___________________________________________________________________
 JZ0328* NAD 83(1986)-  39 11 56.     (N)    084 23 56.     (W)     SCALED    
 JZ0328* NAVD 88     -       265.198  (meters)     870.07   (feet)  ADJUSTED  
 JZ0328  ___________________________________________________________________
 JZ0328  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ0328  DYNAMIC HT  -         265.031 (meters)     869.52  (feet)  COMP
 JZ0328  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JZ0328
 JZ0328  VERT ORDER  -  FIRST     CLASS II
 JZ0328
 JZ0328.The horizontal coordinates were scaled from a topographic map and have
 JZ0328.an estimated accuracy of +/- 6 seconds.
 JZ0328
 JZ0328.The orthometric height was determined by differential leveling
 JZ0328.and adjusted by the National Geodetic Survey in June 1991..
 JZ0328
 JZ0328.The geoid height was determined by GEOID03.
 JZ0328
 JZ0328.The dynamic height is computed by dividing the NAVD 88
 JZ0328.geopotential number by the normal gravity value computed on the
 JZ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0328.degrees latitude (g = 980.6199 gals.).
 JZ0328
 JZ0328.The modeled gravity was interpolated from observed gravity values.
 JZ0328
 JZ0328;                    North         East    Units  Estimated Accuracy
 JZ0328;SPC OH S     -   134,820.      435,990.      MT  (+/- 180 meters Scaled)
 JZ0328
 JZ0328                          SUPERSEDED SURVEY CONTROL
 JZ0328
 JZ0328  NGVD 29 (??/??/92)  265.373  (m)          870.64   (f) ADJ UNCH    1 2
 JZ0328
 JZ0328.Superseded values are not recommended for survey control.
 JZ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0328.See file dsdata.txt to determine how the superseded data were derived.
 JZ0328
 JZ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ246420(NAD 83)
 JZ0328_MARKER: DZ = AZIMUTH MARK DISK
 JZ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0328_STAMPING: BLUE ASH SOUTH BASE 1947
 JZ0328_MARK LOGO: CGS   
 JZ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0328+STABILITY: SURFACE MOTION
 JZ0328
 JZ0328  HISTORY     - Date     Condition        Report By
 JZ0328  HISTORY     - 1947     MONUMENTED       CGS
 JZ0328  HISTORY     - 1961     MARK NOT FOUND   USGS
 JZ0328
 JZ0328                          STATION DESCRIPTION
 JZ0328
 JZ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0328'AT SILVERTON.
 JZ0328'AT SILVERTON, HAMILTON COUNTY, AT THE SOUTHWEST CORNER OF THE
 JZ0328'INTERSECTION OF BLUE ASH AVENUE AND WEBSTER AVENUE, 23 FEET WEST
 JZ0328'OF THE WEST CURB OF BLUE ASH AVENUE, 8.3 FEET EAST OF THE EAST
 JZ0328'RAIL OF THE CINCINNATI, LEBANON AND NORTHERN RAILROAD, 21 FEET
 JZ0328'SOUTH OF THE SOUTH EDGE OF THE SIDEWALK ALONG WEBSTER AVENUE AND
 JZ0328'LEVEL WITH THE TRACK.  A STANDARD AZIMUTH-MARK DISK STAMPED
 JZ0328'BLUE ASH SOUTH BASE 1947 AND SET IN THE TOP OF A CONCRETE POST
 JZ0328'FLUSH WITH THE GROUND.
 JZ0328
 JZ0328                          STATION RECOVERY (1961)
 JZ0328
 JZ0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JZ0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1721 ***********************************************************************
 MC1721  DESIGNATION -  BLUE CREEK
 MC1721  PID         -  MC1721
 MC1721  STATE/COUNTY-  OH/LUCAS
 MC1721  USGS QUAD   -  COLTON (1977)
 MC1721
 MC1721                         *CURRENT SURVEY CONTROL
 MC1721  ___________________________________________________________________
 MC1721* NAD 83(1995)-  41 29 52.12579(N)    083 52 58.38000(W)     ADJUSTED  
 MC1721* NAVD 88     -       203.3    (meters)     667.     (feet)  GPS OBS   
 MC1721  ___________________________________________________________________
 MC1721  X           -     509,816.610 (meters)                     COMP
 MC1721  Y           -  -4,757,024.005 (meters)                     COMP
 MC1721  Z           -   4,204,101.635 (meters)                     COMP
 MC1721  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 MC1721  ELLIP HEIGHT-         168.01  (meters)          (10/07/05) GPS OBS
 MC1721  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC1721
 MC1721  HORZ ORDER  -  FIRST
 MC1721  ELLP ORDER  -  FOURTH    CLASS I
 MC1721
 MC1721.The horizontal coordinates were established by GPS observations
 MC1721.and adjusted by the National Geodetic Survey in April 1998..
 MC1721
 MC1721.The orthometric height was determined by GPS observations and a
 MC1721.high-resolution geoid model.
 MC1721
 MC1721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1721
 MC1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1721
 MC1721.The ellipsoidal height was determined by GPS observations
 MC1721.and is referenced to NAD 83.
 MC1721
 MC1721.The geoid height was determined by GEOID03.
 MC1721
 MC1721;                    North         East     Units Scale Factor Converg.
 MC1721;SPC OH N     -   204,260.014   484,539.272   MT  0.99996727   -0 54 30.5
 MC1721;UTM  17      - 4,598,034.430   259,365.913   MT  1.00031266   -1 54 39.9
 MC1721
 MC1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1721!SPC OH N     -   0.99997365  x   0.99996727  =   0.99994092
 MC1721!UTM  17      -   0.99997365  x   1.00031266  =   1.00028630
 MC1721
 MC1721:                Primary Azimuth Mark                     Grid Az
 MC1721:SPC OH N     -  HITE                                     001 52 33.5
 MC1721:UTM  17      -  HITE                                     002 52 42.9
 MC1721
 MC1721|---------------------------------------------------------------------|
 MC1721| PID    Reference Object                     Distance      Geod. Az  |
 MC1721|                                                           dddmmss.s |
 MC1721| MC1755 HITE                                493.533 METERS 0005803.0 |
 MC1721|---------------------------------------------------------------------|
 MC1721
 MC1721                          SUPERSEDED SURVEY CONTROL
 MC1721
 MC1721  ELLIP H (04/01/98)  168.06   (m)                       GP(       ) 4 1
 MC1721  NAD 83(1995)-  41 29 52.12569(N)    083 52 58.37985(W) AD(       ) 1
 MC1721  NAD 83(1986)-  41 29 52.13477(N)    083 52 58.39182(W) AD(       ) 1
 MC1721
 MC1721.Superseded values are not recommended for survey control.
 MC1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1721.See file dsdata.txt to determine how the superseded data were derived.
 MC1721
 MC1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5936698034(NAD 83)
 MC1721_MARKER: DD = SURVEY DISK
 MC1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1721_SP_SET: CONCRETE POST
 MC1721_STAMPING: BLUE CREEK 1993
 MC1721_MARK LOGO: OH-095
 MC1721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1721+STABILITY: SURFACE MOTION
 MC1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1721+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1721
 MC1721  HISTORY     - Date     Condition        Report By
 MC1721  HISTORY     - 1993     MONUMENTED       OH-095
 MC1721
 MC1721                          STATION DESCRIPTION
 MC1721
 MC1721'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1721'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 4.5 MILES WEST
 MC1721'SOUTHWEST OF THE VILLAGE OF WHITEHOUSE.
 MC1721'TO REACH THE STATION FROM THE INTERSECTION OF WATERVILLE-SWANTON ROAD
 MC1721'(STATE ROUTE 64), PROVIDENCE STREET AND WATERVILLE PROCEED WEST ALONG
 MC1721'WATERVILLE STREET 1.25 MILES TO ITS INTERSECTION WITH BERKEY-SOUTHERN
 MC1721'ROAD (STATE ROUTE 295).  CONTINUE WEST ALONG ARCHBOLD WHITEHOUSE ROAD
 MC1721'3.0 MILES TO ITS INTERSECTION WITH FULTON-LUCAS ROAD.  TURN LEFT AND
 MC1721'PROCEED SOUTH ALONG FULTON-LUCAS ROAD 1.25 MILES TO THE STATION ON
 MC1721'THE LEFT APPROXIMATELY 80 FEET NORTH OF BLUE CREEK.
 MC1721'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1721'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND
 MC1721'SURFACE AND IS STAMPED --BLUE CREEK 1993--.
 MC1721'THE STATION IS APPROXIMATELY 62.0 FEET NORTH FROM THE NORTH EDGE OF
 MC1721'THE BRIDGE OVER BLUE CREEK, 3.6 FEET NORTHEAST FROM A NAIL AND SHINER
 MC1721'IN THE 9TH WOOD GUARD RAIL POST NORTH OF THE BRIDGE, AND 3.2 FEET
 MC1721'SOUTHEAST FROM A NAIL AND SHINER IN THE 10TH WOOD GUARD RAIL POST
 MC1721'NORTH OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3399 ***********************************************************************
 JZ3399  SACS        -  This is a Secondary Airport Control Station.
 JZ3399  DESIGNATION -  BLUEPORT
 JZ3399  PID         -  JZ3399
 JZ3399  STATE/COUNTY-  OH/HAMILTON
 JZ3399  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3399
 JZ3399                         *CURRENT SURVEY CONTROL
 JZ3399  ___________________________________________________________________
 JZ3399* NAD 83(1995)-  39 14 38.27209(N)    084 23 39.19352(W)     ADJUSTED  
 JZ3399* NAVD 88     -       260.58   (meters)     854.9    (feet)  GPS OBS   
 JZ3399  ___________________________________________________________________
 JZ3399  X           -     483,181.928 (meters)                     COMP
 JZ3399  Y           -  -4,922,757.345 (meters)                     COMP
 JZ3399  Z           -   4,013,472.563 (meters)                     COMP
 JZ3399  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 JZ3399  ELLIP HEIGHT-         226.61  (meters)          (10/07/05) GPS OBS
 JZ3399  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ3399
 JZ3399  HORZ ORDER  -  FIRST
 JZ3399  ELLP ORDER  -  FOURTH    CLASS I
 JZ3399
 JZ3399.This mark is at Cincinnati-Blue Ash Airport (ISZ)
 JZ3399
 JZ3399.The horizontal coordinates were established by GPS observations
 JZ3399.and adjusted by the National Geodetic Survey in July 1997..
 JZ3399
 JZ3399.The orthometric height was determined by GPS observations and a
 JZ3399.high-resolution geoid model.
 JZ3399
 JZ3399.GPS derived orthometric heights for airport stations designated as
 JZ3399.PACS or SACS are published to 2 decimal places.  This maintains
 JZ3399.centimeter relative accuracy between the PACS and SACS.  It does
 JZ3399.not indicate centimeter accuracy relative to other marks which are
 JZ3399.part of the NAVD 88 network.
 JZ3399
 JZ3399.Photographs are available for this station.
 JZ3399
 JZ3399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3399
 JZ3399.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3399
 JZ3399.The ellipsoidal height was determined by GPS observations
 JZ3399.and is referenced to NAD 83.
 JZ3399
 JZ3399.The geoid height was determined by GEOID03.
 JZ3399
 JZ3399;                    North         East     Units Scale Factor Converg.
 JZ3399;SPC OH S     -   139,811.316   436,497.467   MT  0.99993890   -1 12 06.9
 JZ3399;UTM  16      - 4,347,086.407   724,877.750   MT  1.00022270   +1 38 57.0
 JZ3399
 JZ3399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3399!SPC OH S     -   0.99996445  x   0.99993890  =   0.99990335
 JZ3399!UTM  16      -   0.99996445  x   1.00022270  =   1.00018714
 JZ3399
 JZ3399:                Primary Azimuth Mark                     Grid Az
 JZ3399:SPC OH S     -  BLUEPORT AZ MK                           055 34 26.6
 JZ3399:UTM  16      -  BLUEPORT AZ MK                           052 43 22.7
 JZ3399
 JZ3399|---------------------------------------------------------------------|
 JZ3399| PID    Reference Object                     Distance      Geod. Az  |
 JZ3399|                                                           dddmmss.s |
 JZ3399| JZ3402 BLUEPORT AZ MK                      APPROX. 1.0 KM 0542219.7 |
 JZ3399|---------------------------------------------------------------------|
 JZ3399
 JZ3399                          SUPERSEDED SURVEY CONTROL
 JZ3399
 JZ3399  ELLIP H (07/02/97)  226.66   (m)                       GP(       ) 4 1
 JZ3399  NAD 83(1995)-  39 14 38.27689(N)    084 23 39.19973(W) AD(       ) 3
 JZ3399  NAD 83(1986)-  39 14 38.27872(N)    084 23 39.19846(W) AD(       ) 3
 JZ3399  NAD 27      -  39 14 38.06725(N)    084 23 39.39952(W) AD(       ) 3
 JZ3399  NGVD 29 (02/23/89)  260.6    (m)          855.     (f) GPS OBS        
 JZ3399
 JZ3399.Superseded values are not recommended for survey control.
 JZ3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3399.See file dsdata.txt to determine how the superseded data were derived.
 JZ3399
 JZ3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2487847086(NAD 83)
 JZ3399_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ3399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3399_SP_SET: CONCRETE POST
 JZ3399_STAMPING: BLUEPORT 1986
 JZ3399_MARK LOGO: NGS   
 JZ3399_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3399+STABILITY: SURFACE MOTION
 JZ3399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3399+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2000
 JZ3399
 JZ3399  HISTORY     - Date     Condition        Report By
 JZ3399  HISTORY     - 1986     MONUMENTED       NGS
 JZ3399  HISTORY     - 19870811 GOOD
 JZ3399  HISTORY     - 19951004 GOOD             NGS
 JZ3399  HISTORY     - 20001017 GOOD             NGS
 JZ3399
 JZ3399                          STATION DESCRIPTION
 JZ3399
 JZ3399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3399'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAYS 275 AND 71, ABOUT
 JZ3399'23 KM (14 MILE) NORTHEAST OF CINCINNATI, GO SOUTH 3.2 KM (2.0 MILES)
 JZ3399'ON HIGHWAY 71 TO EXIT F15, THEN WEST 3.2 KM (2.0 MILES) ON PFEIFFER
 JZ3399'ROAD TO THE AIRPORT ENTRANCE ON THE LEFT AND THE STATION AS DESCRIBED.
 JZ3399'THE STATION MARKS ARE STANDARD NGS DISKS STAMPED ---BLUEPORT 1986---.
 JZ3399'THE SURFACE MARK IS SET IN A 25 CM (10 INCH) DIAMETER, FLUSH CONCRETE
 JZ3399'MONUMENT. 29.3 METERS (77 FEET) EAST OF STROBE LIGHT AND 11.74 METERS
 JZ3399'(38.5 FEET) SOUTHWEST OF THE SOUTHWEST RUNWAY, 23.5 METERS (77 FEET)
 JZ3399'EAST OF STROBE LIGHT AND 11.74 METERS (38.5 FEET) SOUTHWEST OF THE
 JZ3399'SOUTHWEST EDGE OF THE TAXIWAY.  THE UNDERGROUND MARK IS RECESSED 81
 JZ3399'CM (32 INCHES).
 JZ3399'TYPED BY JAMES MALONEY 9/03/87.
 JZ3399
 JZ3399                          STATION RECOVERY (1987)
 JZ3399
 JZ3399'RECOVERED 1987
 JZ3399'RECOVERED IN GOOD CONDITION.
 JZ3399
 JZ3399                          STATION RECOVERY (1995)
 JZ3399
 JZ3399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JZ3399'THE STATION IS LOCATED ABOUT 23.0 KM (14.30 MI) NORTHEAST OF
 JZ3399'CINCINNATI, AT THE CINCINNATI-BLUE ASH AIRPORT.  IN THE GRASS, NEAR
 JZ3399'THE SOUTHWEST END OF RUNWAY END 6.  OWNERSHIP--CITY OF CINCINNATI,
 JZ3399'4273 GLENDALE-MILFORD ROAD, CINCINNATI, OH.  45242.  AIRPORT MANAGER
 JZ3399'ED KENNY, PHONE 513-321-4132.  (LUNKEN AIRPORT, SAME MANAGER) .
 JZ3399'NOTE--CONTACT ASSISTANT AIRPORT MANAGER ERIC DANILOWICZ 24-HOURS IN
 JZ3399'ADVANCE, PHONE 513-791-8500.  NOTE--THIS STATION WAS SELECTED AS A
 JZ3399'(SACS) .  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 JZ3399'HIGHWAYS 275 AND 71 ABOUT 23.0 KM (14.30 MI) NORTHEAST OF CINCINNATI,
 JZ3399'GO SOUTH, 3.2 KM (2.00 MI) ALONG HIGHWAY 71 TO PFEIFFER ROAD (EXIT 15)
 JZ3399'.  BEAR RIGHT, WEST, 2.23 KM (1.40 MI) TO THE AIRPORT ENTRANCE ON THE
 JZ3399'LEFT.  TURN LEFT, SOUTH, 0.03 KM (0.00 MI) TO A GATE AND THE AIRPORT
 JZ3399'OFFICE ON THE LEFT.  PASS THROUGH THE GATE, SOUTH, 0.10 KM (0.05 MI)
 JZ3399'ACROSS APRON TO THE TAXI.  TURN RIGHT, WEST, 0.12 KM (0.05 MI) ALONG
 JZ3399'TAXI TO THE NORTH-SOUTH TAXI.  TURN LEFT, SOUTHERLY, 0.82 KM (0.50 MI)
 JZ3399'ALONG TAXI AND RAMP TO THE RUNWAY AND THE STATION ON THE RIGHT.
 JZ3399'STATION IS 23.4 M (76.8 FT) EAST OF A STROBE LIGHT, 17.6 M (57.7 FT)
 JZ3399'SOUTHWEST OF THE RAMP CENTERLINE, 15.7 M (51.5 FT) NORTHWEST OF THE
 JZ3399'EXTENDED RUNWAY CENTERLINE, 0.2 M (0.7 FT) NORTHEAST OF A WITNESS
 JZ3399'POST, AND THE MONUMENT IS LEVEL WITH THE RAMP CENTER AND FLUSH WITH
 JZ3399'THE GROUND SURFACE.  BY R.G.  HAYES
 JZ3399
 JZ3399                          STATION RECOVERY (2000)
 JZ3399
 JZ3399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 JZ3399'RECOVERED AS DESCRIBED
 JZ3399' 
 JZ3399'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6074 ***********************************************************************
 AB6074  CBN         -  This is a Cooperative Base Network Control Station.
 AB6074  PACS        -  This is a Primary Airport Control Station.
 AB6074  DESIGNATION -  BLUEPORT A
 AB6074  PID         -  AB6074
 AB6074  STATE/COUNTY-  OH/HAMILTON
 AB6074  USGS QUAD   -  GLENDALE (1987)
 AB6074
 AB6074                         *CURRENT SURVEY CONTROL
 AB6074  ___________________________________________________________________
 AB6074* NAD 83(1995)-  39 15 04.13349(N)    084 23 32.56776(W)     ADJUSTED  
 AB6074* NAVD 88     -       257.29   (meters)     844.1    (feet)  GPS OBS   
 AB6074  ___________________________________________________________________
 AB6074  X           -     483,290.505 (meters)                     COMP
 AB6074  Y           -  -4,922,237.110 (meters)                     COMP
 AB6074  Z           -   4,014,088.139 (meters)                     COMP
 AB6074  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AB6074  ELLIP HEIGHT-         223.33  (meters)          (03/08/05) GPS OBS
 AB6074  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 AB6074
 AB6074  HORZ ORDER  -  B
 AB6074  ELLP ORDER  -  FOURTH    CLASS II
 AB6074
 AB6074.This mark is at Cincinnati-Blue Ash Airport (ISZ)
 AB6074
 AB6074.The horizontal coordinates were established by GPS observations
 AB6074.and adjusted by the National Geodetic Survey in August 1996..
 AB6074
 AB6074.The orthometric height was determined by GPS observations and a
 AB6074.high-resolution geoid model.
 AB6074
 AB6074.GPS derived orthometric heights for airport stations designated as
 AB6074.PACS or SACS are published to 2 decimal places.  This maintains
 AB6074.centimeter relative accuracy between the PACS and SACS.  It does
 AB6074.not indicate centimeter accuracy relative to other marks which are
 AB6074.part of the NAVD 88 network.
 AB6074
 AB6074.Photographs are available for this station.
 AB6074
 AB6074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6074
 AB6074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6074
 AB6074.The ellipsoidal height was determined by GPS observations
 AB6074.and is referenced to NAD 83.
 AB6074
 AB6074.The geoid height was determined by GEOID03.
 AB6074
 AB6074;                    North         East     Units Scale Factor Converg.
 AB6074;SPC OH S     -   140,605.299   436,673.020   MT  0.99993860   -1 12 02.7
 AB6074;UTM  16      - 4,347,888.368   725,013.630   MT  1.00022345   +1 39 02.1
 AB6074
 AB6074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6074!SPC OH S     -   0.99996496  x   0.99993860  =   0.99990356
 AB6074!UTM  16      -   0.99996496  x   1.00022345  =   1.00018840
 AB6074
 AB6074:                Primary Azimuth Mark                     Grid Az
 AB6074:SPC OH S     -  BLUEPORT AZ MK                           106 24 18.6
 AB6074:UTM  16      -  BLUEPORT AZ MK                           103 33 13.8
 AB6074
 AB6074|---------------------------------------------------------------------|
 AB6074| PID    Reference Object                     Distance      Geod. Az  |
 AB6074|                                                           dddmmss.s |
 AB6074| JZ3402 BLUEPORT AZ MK                      APPROX. 0.7 KM 1051215.9 |
 AB6074| JZ3399 BLUEPORT                            APPROX. 0.8 KM 1911601.2 |
 AB6074|---------------------------------------------------------------------|
 AB6074
 AB6074                          SUPERSEDED SURVEY CONTROL
 AB6074
 AB6074  ELLIP H (08/20/96)  223.38   (m)                       GP(       ) 4 2
 AB6074
 AB6074.Superseded values are not recommended for survey control.
 AB6074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6074.See file dsdata.txt to determine how the superseded data were derived.
 AB6074
 AB6074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2501447888(NAD 83)
 AB6074_MARKER: DD = SURVEY DISK
 AB6074_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6074_STAMPING: BLUEPORT A 1995
 AB6074_MARK LOGO: OHDT  
 AB6074_PROJECTION: FLUSH
 AB6074_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6074+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2000
 AB6074_ROD/PIPE-DEPTH: 7.90 meters
 AB6074_SLEEVE-DEPTH  : 0.90 meters
 AB6074
 AB6074  HISTORY     - Date     Condition        Report By
 AB6074  HISTORY     - 1995     MONUMENTED       OHDT
 AB6074  HISTORY     - 19951004 GOOD             NGS
 AB6074  HISTORY     - 20001017 GOOD             NGS
 AB6074
 AB6074                          STATION DESCRIPTION
 AB6074
 AB6074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6074'THE STATION IS LOCATED ABOUT 23.0 KM (14.30 MI) NORTHEAST OF
 AB6074'CINCINNATI, AT THE CINCINNATI-BLUE ASH AIRPORT.  IN THE GRASS, NEAR
 AB6074'THE WEST SIDE OF THE AIRPORT, JUST SOUTHEAST OF THE JUNCTION OF THE
 AB6074'NORTH-SOUTH AND EAST-WEST TAXIES.  OWNERSHIP--CITY OF CINCINNATI, 4273
 AB6074'GLENDALE-MILFORD ROAD, CINCINNATI, OH.  45242.  AIRPORT MANAGER ED
 AB6074'KENNY, PHONE 513-321-4132.  (LUNKEN AIRPORT, SAME MANAGER) .
 AB6074'NOTE--CONTACT ASSISTANT AIRPORT MANAGER ERIC DANILOWICZ 24-HOURS IN
 AB6074'ADVANCE, PHONE 513-791-8500.  THIS STATION WAS SELECTED AS A PACS. TO
 AB6074'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 275 AND 71
 AB6074'ABOUT 23.0 KM (14.30 MI) NORTHEAST OF CINCINNATI, GO SOUTH, 3.2 KM
 AB6074'(2.00 MI) ALONG HIGHWAY 71 TO PFEIFFER ROAD (EXIT 15) .  BEAR RIGHT,
 AB6074'WEST, 2.23 KM (1.40 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 AB6074'LEFT, SOUTH, 0.03 KM (0.00 MI) TO A GATE AND THE AIRPORT OFFICE ON THE
 AB6074'LEFT.  PASS THROUGH THE GATE, SOUTH, 0.10 KM (0.05 MI) ACROSS APRON TO
 AB6074'THE TAXI.  TURN RIGHT, WEST, 0.12 KM (0.05 MI) ALONG TAXI TO THE
 AB6074'JUNCTION WITH THE NORTH-SOUTH TAXI AND THE STATION ON THE LEFT.
 AB6074'STATION IS 22.1 M (72.5 FT) EAST OF THE NORTH-SOUTH TAXI CENTERLINE,
 AB6074'15.5 M (50.9 FT) SOUTH OF THE EAST-WEST TAXI CENTERLINE, AND 0.2 M
 AB6074'(0.7 FT) NORTH OF A WITNESS POST.  NOTE--ACTUAL ROD AND SLEEVE DEPTH
 AB6074'NOT KNOWN.  BY R.G.  HAYES
 AB6074
 AB6074                          STATION RECOVERY (2000)
 AB6074
 AB6074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB6074'RECOVERED AS DESCRIBED
 AB6074' 
 AB6074'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3402 ***********************************************************************
 JZ3402  SACS        -  This is a Secondary Airport Control Station.
 JZ3402  DESIGNATION -  BLUEPORT AZ MK
 JZ3402  PID         -  JZ3402
 JZ3402  STATE/COUNTY-  OH/HAMILTON
 JZ3402  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3402
 JZ3402                         *CURRENT SURVEY CONTROL
 JZ3402  ___________________________________________________________________
 JZ3402* NAD 83(1995)-  39 14 58.03680(N)    084 23 03.72113(W)     ADJUSTED  
 JZ3402* NAVD 88     -       252.72   (meters)     829.1    (feet)  GPS OBS   
 JZ3402  ___________________________________________________________________
 JZ3402  X           -     483,990.182 (meters)                     COMP
 JZ3402  Y           -  -4,922,284.343 (meters)                     COMP
 JZ3402  Z           -   4,013,939.645 (meters)                     COMP
 JZ3402  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 JZ3402  ELLIP HEIGHT-         218.76  (meters)          (10/07/05) GPS OBS
 JZ3402  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ3402
 JZ3402  HORZ ORDER  -  FIRST
 JZ3402  ELLP ORDER  -  FOURTH    CLASS I
 JZ3402
 JZ3402.This mark is at Cincinnati-Blue Ash Airport (ISZ)
 JZ3402
 JZ3402.The horizontal coordinates were established by GPS observations
 JZ3402.and adjusted by the National Geodetic Survey in July 1997..
 JZ3402
 JZ3402.The orthometric height was determined by GPS observations and a
 JZ3402.high-resolution geoid model.
 JZ3402
 JZ3402.GPS derived orthometric heights for airport stations designated as
 JZ3402.PACS or SACS are published to 2 decimal places.  This maintains
 JZ3402.centimeter relative accuracy between the PACS and SACS.  It does
 JZ3402.not indicate centimeter accuracy relative to other marks which are
 JZ3402.part of the NAVD 88 network.
 JZ3402
 JZ3402.Photographs are available for this station.
 JZ3402
 JZ3402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3402
 JZ3402.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3402
 JZ3402.The ellipsoidal height was determined by GPS observations
 JZ3402.and is referenced to NAD 83.
 JZ3402
 JZ3402.The geoid height was determined by GEOID03.
 JZ3402
 JZ3402;                    North         East     Units Scale Factor Converg.
 JZ3402;SPC OH S     -   140,402.874   437,360.576   MT  0.99993867   -1 11 44.4
 JZ3402;UTM  16      - 4,347,720.347   725,710.604   MT  1.00022732   +1 39 20.2
 JZ3402
 JZ3402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3402!SPC OH S     -   0.99996568  x   0.99993867  =   0.99990435
 JZ3402!UTM  16      -   0.99996568  x   1.00022732  =   1.00019299
 JZ3402
 JZ3402:                Primary Azimuth Mark                     Grid Az
 JZ3402:SPC OH S     -  BLUEPORT                                 235 34 26.6
 JZ3402:UTM  16      -  BLUEPORT                                 232 43 22.0
 JZ3402
 JZ3402|---------------------------------------------------------------------|
 JZ3402| PID    Reference Object                     Distance      Geod. Az  |
 JZ3402|                                                           dddmmss.s |
 JZ3402| JZ3399 BLUEPORT                            APPROX. 1.0 KM 2342242.2 |
 JZ3402| AB6074 BLUEPORT A                          APPROX. 0.7 KM 2851234.1 |
 JZ3402|---------------------------------------------------------------------|
 JZ3402
 JZ3402                          SUPERSEDED SURVEY CONTROL
 JZ3402
 JZ3402  ELLIP H (07/02/97)  218.81   (m)                       GP(       ) 4 1
 JZ3402  NAD 83(1995)-  39 14 58.04165(N)    084 23 03.72638(W) AD(       ) 3
 JZ3402  NAD 83(1986)-  39 14 58.04345(N)    084 23 03.72511(W) AD(       ) 3
 JZ3402  NAD 27      -  39 14 57.83198(N)    084 23 03.92739(W) AD(       ) 3
 JZ3402  NGVD 29 (02/23/89)  252.8    (m)          829.     (f) GPS OBS        
 JZ3402
 JZ3402.Superseded values are not recommended for survey control.
 JZ3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3402.See file dsdata.txt to determine how the superseded data were derived.
 JZ3402
 JZ3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2571147720(NAD 83)
 JZ3402_MARKER: DZ = AZIMUTH MARK DISK
 JZ3402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3402_SP_SET: CONCRETE POST
 JZ3402_STAMPING: BLUEPORT 1986
 JZ3402_MARK LOGO: NGS   
 JZ3402_PROJECTION: FLUSH
 JZ3402_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3402+STABILITY: SURFACE MOTION
 JZ3402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3402+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2000
 JZ3402
 JZ3402  HISTORY     - Date     Condition        Report By
 JZ3402  HISTORY     - 1986     MONUMENTED       NGS
 JZ3402  HISTORY     - 19870811 GOOD
 JZ3402  HISTORY     - 19951004 GOOD             NGS
 JZ3402  HISTORY     - 20001017 GOOD             NGS
 JZ3402
 JZ3402                          STATION DESCRIPTION
 JZ3402
 JZ3402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3402'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAYS 275 AND 71, ABOUT
 JZ3402'23 KM (14 MILES) NORTHEAST OF CINCINNATI, GO SOUTH 3.2 KM (2.0 MIL)
 JZ3402'ON HIGHWAY 71 TO EXIT 15, THEN WEST 3.2 KM (2.0 MILES) ON PFEIFFER
 JZ3402'ROAD TO THE AIRPORT OFFICE ON THE LEFT AND THE STATION AS DESCRIBED.
 JZ3402'THE STATION MARKS ARE STANDARD NGS AZIMUTH MARK DISKS STAMPED ----
 JZ3402'BLUEPORT 1986----.  THE SURFACE MARK IS SET IN A 28 CM (11 INCH)
 JZ3402'DIAMETER, FLUSH CONCRETE MONUMENT 45.1 METERS (148 FEET) WEST-
 JZ3402'NORTHWEST OF THE EAST CORNER OF THE RUNWAY, 39.6 METERS (130 FEET)
 JZ3402'SOUTHWEST OF A STROBE LIGHT, 18.6 METERS (61 FEET) SOUTHWEST OF THE
 JZ3402'SOUTHWEST EDGE OF THE TAXIWAY AND 9.7 METERS (31 FEET ) NORTHWEST OF
 JZ3402'THE NORTHWEST EDGED OF THE RUNWAY.  THE UNDERGROUND MARK IS RECESSED
 JZ3402'76 CM (30 INCHES).
 JZ3402'TYPED BY JAMES MALONEY 9/04/87.
 JZ3402
 JZ3402                          STATION RECOVERY (1987)
 JZ3402
 JZ3402'RECOVERED 1987
 JZ3402'RECOVERED IN GOOD CONDITION.
 JZ3402
 JZ3402                          STATION RECOVERY (1995)
 JZ3402
 JZ3402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JZ3402'THE STATION IS LOCATED ABOUT 23.0 KM (14.30 MI) NORTHEAST OF
 JZ3402'CINCINNATI, AT THE CINCINNATI-BLUE ASH AIRPORT.  IN THE GRASS, NEAR
 JZ3402'THE NORTHWEST END OF RUNWAY END 24, SOUTHWEST OF THE RAMP.
 JZ3402'OWNERSHIP--CITY OF CINCINNATI, 4273 GLENDALE-MILFORD ROAD, CINCINNATI,
 JZ3402'OH.  45242.  AIRPORT MANAGER ED KENNY, PHONE 513-321-4132.  (LUNKEN
 JZ3402'AIRPORT, SAME MANAGER) .  NOTE--CONTACT ASSISTANT AIRPORT MANAGER ERIC
 JZ3402'DANILOWICZ 24-HOURS IN ADVANCE, PHONE 513-791-8500.  NOTE--THIS
 JZ3402'STATION WAS SELECTED AS A (SACS) .  TO REACH THE STATION FROM THE
 JZ3402'JUNCTION OF INTERSTATE HIGHWAYS 275 AND 71 ABOUT 23.0 KM (14.30 MI)
 JZ3402'NORTHEAST OF CINCINNATI, GO SOUTH, 3.2 KM (2.00 MI) ALONG HIGHWAY 71
 JZ3402'TO PFEIFFER ROAD (EXIT 15) .  BEAR RIGHT, WEST, 2.23 KM (1.40 MI) TO
 JZ3402'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTH, 0.03 KM (0.00 MI)
 JZ3402'TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.  PASS THROUGH THE GATE,
 JZ3402'SOUTH, 0.10 KM (0.05 MI) ACROSS APRON TO THE TAXI.  TURN LEFT,
 JZ3402'EASTERLY, 0.65 KM (0.40 MI) ALONG TAXI AND RAMP TO THE RUNWAY AND THE
 JZ3402'STATION ON THE RIGHT.  STATION IS 25.5 M (83.7 FT) SOUTH OF THE
 JZ3402'SOUTHWEST END OF A 24-INCH CULVERT PIPE UNDER THE RAMP, 24.8 M (81.4
 JZ3402'FT) SOUTHWEST OF THE RAMP CENTERLINE, 20.9 M (68.6 FT) NORTHWEST OF
 JZ3402'THE EXTENDED RUNWAY CENTERLINE, 0.2 M (0.7 FT) NORTHEAST OF A WITNESS
 JZ3402'POST, AND THE MONUMENT IS 0.2 M (0.7 FT) BELOW THE LEVEL OF THE RUNWAY
 JZ3402'AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES.6 M SOUTHWEST OF
 JZ3402'THE RAMP CENTERLINE, 15.7 M (51.5 FT) NORTHWEST OF THE EXTENDED RUNWAY
 JZ3402'CENTERLINE, 0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST, AND THE
 JZ3402'MONUMENT IS LEVEL WITH THE RAMP CENTER AND FLUSH WITH THE GROUND
 JZ3402'SURFACE.  BY R.G.  HAYES
 JZ3402
 JZ3402                          STATION RECOVERY (2000)
 JZ3402
 JZ3402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 JZ3402'RECOVERED AS DESCRIBED
 JZ3402' 
 JZ3402' 
 JZ3402'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2135 ***********************************************************************
 KZ2135  SACS        -  This is a Secondary Airport Control Station.
 KZ2135  DESIGNATION -  BLUFFPORT
 KZ2135  PID         -  KZ2135
 KZ2135  STATE/COUNTY-  OH/HANCOCK
 KZ2135  USGS QUAD   -  RAWSON (1972)
 KZ2135
 KZ2135                         *CURRENT SURVEY CONTROL
 KZ2135  ___________________________________________________________________
 KZ2135* NAD 83(1995)-  40 53 18.36467(N)    083 51 44.11641(W)     ADJUSTED  
 KZ2135* NAVD 88     -       257.45   (meters)     844.7    (feet)  GPS OBS   
 KZ2135  ___________________________________________________________________
 KZ2135  X           -     516,299.312 (meters)                     COMP
 KZ2135  Y           -  -4,801,197.726 (meters)                     COMP
 KZ2135  Z           -   4,153,210.122 (meters)                     COMP
 KZ2135  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 KZ2135  ELLIP HEIGHT-         222.15  (meters)          (10/07/05) GPS OBS
 KZ2135  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 KZ2135
 KZ2135  HORZ ORDER  -  FIRST
 KZ2135  ELLP ORDER  -  FIFTH     CLASS I
 KZ2135
 KZ2135.This mark is at Bluffton Airport (5G7)
 KZ2135
 KZ2135.The horizontal coordinates were established by GPS observations
 KZ2135.and adjusted by the National Geodetic Survey in July 1997..
 KZ2135
 KZ2135.The orthometric height was determined by GPS observations and a
 KZ2135.high-resolution geoid model.
 KZ2135
 KZ2135.GPS derived orthometric heights for airport stations designated as
 KZ2135.PACS or SACS are published to 2 decimal places.  This maintains
 KZ2135.centimeter relative accuracy between the PACS and SACS.  It does
 KZ2135.not indicate centimeter accuracy relative to other marks which are
 KZ2135.part of the NAVD 88 network.
 KZ2135
 KZ2135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2135
 KZ2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2135
 KZ2135.The ellipsoidal height was determined by GPS observations
 KZ2135.and is referenced to NAD 83.
 KZ2135
 KZ2135.The geoid height was determined by GEOID03.
 KZ2135
 KZ2135;                    North         East     Units Scale Factor Converg.
 KZ2135;SPC OH N     -   136,568.706   485,204.515   MT  0.99994401   -0 53 41.8
 KZ2135;UTM  17      - 4,530,316.832   258,860.037   MT  1.00031576   -1 52 28.2
 KZ2135
 KZ2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2135!SPC OH N     -   0.99996515  x   0.99994401  =   0.99990917
 KZ2135!UTM  17      -   0.99996515  x   1.00031576  =   1.00028090
 KZ2135
 KZ2135:                Primary Azimuth Mark                     Grid Az
 KZ2135:SPC OH N     -  BLUFFPORT AZ MK                          316 09 38.7
 KZ2135:UTM  17      -  BLUFFPORT AZ MK                          317 08 25.1
 KZ2135
 KZ2135|---------------------------------------------------------------------|
 KZ2135| PID    Reference Object                     Distance      Geod. Az  |
 KZ2135|                                                           dddmmss.s |
 KZ2135| KZ2138 BLUFFPORT AZ MK                     425.972 METERS 3151556.9 |
 KZ2135|---------------------------------------------------------------------|
 KZ2135
 KZ2135                          SUPERSEDED SURVEY CONTROL
 KZ2135
 KZ2135  ELLIP H (07/02/97)  222.18   (m)                       GP(       ) 5 1
 KZ2135  NAD 83(1986)-  40 53 18.36927(N)    083 51 44.12803(W) AD(       ) 3
 KZ2135  NAD 27      -  40 53 18.18552(N)    083 51 44.35638(W) AD(       ) 3
 KZ2135  NGVD 29 (02/23/89)  257.4    (m)          844.     (f) GPS OBS        
 KZ2135
 KZ2135.Superseded values are not recommended for survey control.
 KZ2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2135.See file dsdata.txt to determine how the superseded data were derived.
 KZ2135
 KZ2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5886030317(NAD 83)
 KZ2135_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2135_SP_SET: CONCRETE POST
 KZ2135_STAMPING: BLUFFPORT 1986
 KZ2135_MARK LOGO: NGS   
 KZ2135_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2135+STABILITY: SURFACE MOTION
 KZ2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2135+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1995
 KZ2135
 KZ2135  HISTORY     - Date     Condition        Report By
 KZ2135  HISTORY     - 1986     MONUMENTED       NGS
 KZ2135  HISTORY     - 19870916 GOOD
 KZ2135  HISTORY     - 19930713 GOOD             NGS
 KZ2135  HISTORY     - 19951109 GOOD             NGS
 KZ2135
 KZ2135                          STATION DESCRIPTION
 KZ2135
 KZ2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2135'TO REACH FROM THE JUNCTION OF HIGHWAYS 75 AND 103 ( ABOUT 1.6 KM (1
 KZ2135'MILE) EAST OF BLUFFTON), GO EAST ON HIGHWAY 103 FOR 0.34 KM (0.2 MI) T
 KZ2135'TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, ON TOWNSHIP ROAD 51 FOR
 KZ2135'0.16 KM (0.1 MILE) TO A PAVED ROAD RIGHT.  CONTINUE AHEAD, SOUTH ON
 KZ2135'NAVAJO DRIVE FOR 0.29 KM (0.2 MILE) TO THE WIND TEE AND THE STATION
 KZ2135'THE RIGHT.
 KZ2135'STATION MARKS ARE STANDARD NGS STATION MARK DISKS STAMPED --BLUFFPORT
 KZ2135'1986--.  THE SURFACE DISK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE
 KZ2135'POST FLUSH WITH THE GROUND.  IT IS 25.6 METERS WEST OF THE ROAD CENTER
 KZ2135', 15.4 METERS NORTH OF THE WIND TEE, 16.8 METERS NORTH-NORTHWEST OF
 KZ2135'WINDSOCK, 72.3 METERS SOUTHEAST OF THE RUNWAY CENTER, ON LINE WITH THE
 KZ2135'RUNWAY END.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR
 KZ2135'CONCRETE MASS ABOUT 1.2 METERS BELOW GROUND.
 KZ2135'DESCRIBED BY G.R. HEID. TYPED BY JAMES MALONEY 9/04/87.
 KZ2135
 KZ2135                          STATION RECOVERY (1987)
 KZ2135
 KZ2135'RECOVERED 1987
 KZ2135'RECOVERED IN GOOD CONDITION.
 KZ2135
 KZ2135                          STATION RECOVERY (1993)
 KZ2135
 KZ2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 KZ2135'27.4 KM (17.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 KZ2135'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), THENCE 0.4 KM (0.25
 KZ2135'MI) EASTERLY ALONG STATE HIGHWAY 103 (EXIT 142), THENCE 0.5 KM (0.30
 KZ2135'MI) SOUTHERLY ALONG ORANGE TOWNSHIP ROAD 151, 72.3 M (237.2 FT)
 KZ2135'SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 28.3 M (92.8 FT) WEST OF
 KZ2135'THE CENTER OF THE ROAD, 16.5 M (54.1 FT) NORTH-NORTHWEST OF A WIND
 KZ2135'SOCK, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS
 KZ2135'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED
 KZ2135'BY HAROLD CAREY, 1080 NAVAJO DRIVE, BLUFFTON, OHIO 45817, TELEPHONE
 KZ2135'NUMBER (419) 358-7045.
 KZ2135
 KZ2135                          STATION RECOVERY (1995)
 KZ2135
 KZ2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ2135'THE STATION IS ABOUT 29 KM (18.00 MI) NORTHEAST OF LIMA, ON THE
 KZ2135'SOUTHEAST SIDE OF BLUFFTON AT THE BLUFFTON AIRPORT, ADJACENT TO THE
 KZ2135'WINDSOCK AND WIND TEE, AND IN LINE WITH THE END OF DISPLACED THRESHOLD
 KZ2135'OF RUNWAY END 23.  OWNERSHIP--DUE TO CHANGE IN THE NEAR FUTURE.  THE
 KZ2135'PEOPLE IN THE OFFICE SAID THE COUNTY OWNED IT, A NEXT DOOR OFFICE
 KZ2135'BUILDING SAID THEY OWNED THE PROPERTY AND ALLEGED OWNER HAROLD CAREY
 KZ2135'COULD NOT BE FOUND.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 KZ2135'INTERSTATE HIGHWAY 75 AND STATE HIGHWAY 103 (EXIT 103) , ON THE
 KZ2135'SOUTHEAST SIDE OF BLUFFTON, GO EAST ON HIGHWAY 103 FOR 0.4 KM (0.25
 KZ2135'MI) TO (OLD) TOWNSHIP ROAD 151 ON THE RIGHT.  TURN RIGHT, SOUTH, ON
 KZ2135'THE ROAD FOR 0.16 KM (0.10 MI) TO NAVAJO DRIVE ON THE RIGHT.  TO THE
 KZ2135'STATION ON THE RIGHT, BUT AT THE TIME OF RECON THE ROAD WAS UNDER
 KZ2135'CONSTRUCTION) .  TURN RIGHT, WEST, ON NAVAJO DRIVE FOR 0.1 KM (0.05
 KZ2135'MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHERLY, ACROSS
 KZ2135'APRON AND ALONG TAXI FOR 0.22 KM (0.15 MI) TO THE RUNWAY AND THE
 KZ2135'STATION ALONG THE SOUTHEAST SIDE.  THE STATION IS SET IN THE TOP OF A
 KZ2135'25 CM CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 61.0 M (200.1
 KZ2135'FT) SOUTHEAST OF THE EAST CORNER OF THE RUNWAY, 48.4 M (158.8 FT) WEST
 KZ2135'OF THE CENTER OF THE ROAD, 16.7 M (54.8 FT) NORTH-NORTHWEST OF THE
 KZ2135'WINDSOCK POLE, 16.3 M (53.5 FT) NORTH OF THE WIND TEE LEG, AND 0.3 M
 KZ2135'(1.0 FT) EAST OF A FIBERGLASS WITNESS POST. NOTE--THIS STATION IS A
 KZ2135'SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2138 ***********************************************************************
 KZ2138  SACS        -  This is a Secondary Airport Control Station.
 KZ2138  DESIGNATION -  BLUFFPORT AZ MK
 KZ2138  PID         -  KZ2138
 KZ2138  STATE/COUNTY-  OH/HANCOCK
 KZ2138  USGS QUAD   -  RAWSON (1972)
 KZ2138
 KZ2138                         *CURRENT SURVEY CONTROL
 KZ2138  ___________________________________________________________________
 KZ2138* NAD 83(1995)-  40 53 28.17401(N)    083 51 56.92360(W)     ADJUSTED  
 KZ2138* NAVD 88     -       259.205  (meters)     850.41   (feet)  ADJUSTED  
 KZ2138  ___________________________________________________________________
 KZ2138  X           -     515,980.173 (meters)                     COMP
 KZ2138  Y           -  -4,801,034.128 (meters)                     COMP
 KZ2138  Z           -   4,153,440.022 (meters)                     COMP
 KZ2138  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 KZ2138  ELLIP HEIGHT-         223.89  (meters)          (10/07/05) GPS OBS
 KZ2138  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 KZ2138  DYNAMIC HT  -         259.077 (meters)     849.99  (feet)  COMP
 KZ2138  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 KZ2138
 KZ2138  HORZ ORDER  -  FIRST
 KZ2138  VERT ORDER  -  FIRST     CLASS II
 KZ2138  ELLP ORDER  -  FIFTH     CLASS I
 KZ2138
 KZ2138.This mark is at Bluffton Airport (5G7)
 KZ2138
 KZ2138.The horizontal coordinates were established by GPS observations
 KZ2138.and adjusted by the National Geodetic Survey in July 1997..
 KZ2138
 KZ2138.The orthometric height was determined by differential leveling
 KZ2138.and adjusted by the National Geodetic Survey in January 1994..
 KZ2138
 KZ2138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2138
 KZ2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2138
 KZ2138.The ellipsoidal height was determined by GPS observations
 KZ2138.and is referenced to NAD 83.
 KZ2138
 KZ2138.The geoid height was determined by GEOID03.
 KZ2138
 KZ2138.The dynamic height is computed by dividing the NAVD 88
 KZ2138.geopotential number by the normal gravity value computed on the
 KZ2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ2138.degrees latitude (g = 980.6199 gals.).
 KZ2138
 KZ2138.The modeled gravity was interpolated from observed gravity values.
 KZ2138
 KZ2138;                    North         East     Units Scale Factor Converg.
 KZ2138;SPC OH N     -   136,875.937   484,909.487   MT  0.99994386   -0 53 50.2
 KZ2138;UTM  17      - 4,530,629.178   258,570.197   MT  1.00031748   -1 52 37.0
 KZ2138
 KZ2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2138!SPC OH N     -   0.99996488  x   0.99994386  =   0.99990874
 KZ2138!UTM  17      -   0.99996488  x   1.00031748  =   1.00028235
 KZ2138
 KZ2138:                Primary Azimuth Mark                     Grid Az
 KZ2138:SPC OH N     -  BLUFFPORT                                136 09 38.7
 KZ2138:UTM  17      -  BLUFFPORT                                137 08 25.5
 KZ2138
 KZ2138|---------------------------------------------------------------------|
 KZ2138| PID    Reference Object                     Distance      Geod. Az  |
 KZ2138|                                                           dddmmss.s |
 KZ2138| KZ2135 BLUFFPORT                           425.972 METERS 1351548.5 |
 KZ2138|---------------------------------------------------------------------|
 KZ2138
 KZ2138                          SUPERSEDED SURVEY CONTROL
 KZ2138
 KZ2138  ELLIP H (07/02/97)  223.92   (m)                       GP(       ) 5 1
 KZ2138  NAD 83(1986)-  40 53 28.17901(N)    083 51 56.93539(W) AD(       ) 3
 KZ2138  NAD 27      -  40 53 27.99538(N)    083 51 57.16319(W) AD(       ) 3
 KZ2138  NAVD 88 (07/02/97)  259.20   (m)          850.4    (f) LEVELING    3  
 KZ2138  NGVD 29 (02/23/89)  259.1    (m)          850.     (f) GPS OBS        
 KZ2138
 KZ2138.Superseded values are not recommended for survey control.
 KZ2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2138.See file dsdata.txt to determine how the superseded data were derived.
 KZ2138
 KZ2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5857030629(NAD 83)
 KZ2138_MARKER: DZ = AZIMUTH MARK DISK
 KZ2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2138_SP_SET: CONCRETE POST
 KZ2138_STAMPING: BLUFFPORT 1986
 KZ2138_MARK LOGO: NGS   
 KZ2138_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2138+STABILITY: SURFACE MOTION
 KZ2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2138+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1995
 KZ2138
 KZ2138  HISTORY     - Date     Condition        Report By
 KZ2138  HISTORY     - 1986     MONUMENTED       NGS
 KZ2138  HISTORY     - 19870916 GOOD
 KZ2138  HISTORY     - 19930712 GOOD             NGS
 KZ2138  HISTORY     - 19951109 GOOD             NGS
 KZ2138
 KZ2138                          STATION DESCRIPTION
 KZ2138
 KZ2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2138'STATION IS LOCATED ABOUT 1.3 MILES EAST OF BLUFFPORT, 0.1 MILE SOUTH-
 KZ2138'EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY 103,
 KZ2138'AT THE BLUFFPORT AIRPORT, ON PROPERTY OF HAROLD CAREY.
 KZ2138'TO REACH FROM JUNCTION OF HIGHWAYS 75 AND 103, GO EAST ON HIGHWAY 103
 KZ2138'FOR 0.2 MILE TO A PAVED ROAD RIGHT. TURN RIGHT, SOUTH, ON TOWNSHIP
 KZ2138'ROAD 51 FOR 0.1 MILE TO A PAVED ROAD RIGHT. TURN RIGHT, WEST, ON ROAD
 KZ2138'51 FOR 0.2 MILE TO A LARGE ELECTRICAL BOX ON THE RIGHT IN A VACANT
 KZ2138'LOT, AND STATION ON THE RIGHT.
 KZ2138'STATION MARK IS STANDARD NGS AZIMUTH DISK STAMPED --BLUFFPORT 1986--,
 KZ2138'SET IN THE TOP OF A 25 CM ROUND CONCRETE POST FLUSH WITH THE GROUND.
 KZ2138'IT IS 10.5 METERS NORTH OF THE ROAD CENTER, 4.6 METERS NORTHWEST OF
 KZ2138'THE CENTER OF AN ELEVATED 1.5 METER ROUND METAL COVER, 3.4 AND 30.5
 KZ2138'METERS EAST OF THE CENTER OF A PAVED DRIVE LEADING TO THE TOW LIFT
 KZ2138'COMPANY METAL BUILDING.
 KZ2138'DESCRIBED Y G.R. HEID. TYPED BY JAMES MALONEY 9/04/87.
 KZ2138
 KZ2138                          STATION RECOVERY (1987)
 KZ2138
 KZ2138'RECOVERED 1987
 KZ2138'RECOVERED IN GOOD CONDITION.
 KZ2138
 KZ2138                          STATION RECOVERY (1993)
 KZ2138
 KZ2138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 KZ2138'27.4 KM (17.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 KZ2138'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 125), THENCE 0.4 KM (0.25
 KZ2138'MI) EASTERLY ALONG STATE HIGHWAY 103 (EXIT 142), THENCE 0.2 KM (0.10
 KZ2138'MI) SOUTHERLY ALONG ORANGE TOWNSHIP ROAD 51, THENCE 0.3 KM (0.20 MI)
 KZ2138'WESTERLY ALONG NAVAJO DRIVE, 30.5 M (100.1 FT) EAST OF THE CENTER OF
 KZ2138'A DRIVEWAY LEADING TO THE TOWLIFT BUILDING, 10.3 M (33.8 FT) NORTH OF
 KZ2138'THE CENTER OF THE DRIVE, 4.5 M (14.8 FT) NORTHWEST OF THE CENTER OF A
 KZ2138'PUMPING STATION, 3.5 M (11.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 KZ2138'ELECTRICAL BOX NUMBER 4087, 3.5 M (11.5 FT) NORTH OF A POST WITH AN
 KZ2138'ELECTRICAL METER ATTACHED, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 KZ2138'DRIVE, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 KZ2138'SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY HAROLD CAREY, 1080
 KZ2138'NAVAJO DRIVE, BLUFFTON, OHIO 45817, TELEPHONE NUMBER (419) 358-7045.
 KZ2138
 KZ2138                          STATION RECOVERY (1995)
 KZ2138
 KZ2138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ2138'THE STATION IS ABOUT 29 KM (18.00 MI) NORTHEAST OF LIMA, ON THE
 KZ2138'SOUTHEAST SIDE OF BLUFFTON, ACROSS NAVAJO ROAD FROM THE NORTH EDGE OF
 KZ2138'THE AIRPORT, AND ADJACENT TO A LARGE ELECTRICAL BOX.  OWNERSHIP--DUE
 KZ2138'TO CHANGE IN THE NEAR FUTURE.  THE PEOPLE IN THE OFFICE SAID THE
 KZ2138'COUNTY OWNED IT, A NEXT DOOR OFFICE BUILDING SAID THEY OWNED THE
 KZ2138'PROPERTY AND ALLEGED OWNER HAROLD CAREY COULD NOT BE FOUND.  TO REACH
 KZ2138'FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE
 KZ2138'HIGHWAY 103 (EXIT 103) , ON THE SOUTHEAST SIDE OF BLUFFTON, GO EAST ON
 KZ2138'HIGHWAY 103 FOR 0.4 KM (0.25 MI) TO (OLD) TOWNSHIP ROAD 151 ON THE
 KZ2138'RIGHT.  TURN RIGHT, SOUTH, ON THE ROAD FOR 0.16 KM (0.10 MI) TO NAVAJO
 KZ2138'DRIVE ON THE RIGHT.  TURN RIGHT, WEST, ON THE ROAD FOR 0.3 KM (0.20
 KZ2138'MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A
 KZ2138'25 CM CONCRETE POST RECESSED 10 CM BELOW THE GROUND LEVEL.  IT IS 30.5
 KZ2138'M (100.1 FT) EAST OF THE CENTER OF A DRIVEWAY, 10.3 M (33.8 FT) NORTH
 KZ2138'OF THE CENTER OF NAVAJO ROAD, 4.5 M (14.8 FT) NORTHWEST OF THE CENTER
 KZ2138'OF A PUMPING STATION, 3.4 M (11.2 FT) NORTHEAST OF THE NORTHEAST
 KZ2138'CORNER OF ELECTRICAL BOX NUMBER 4087, 3.5 M (11.5 FT) NORTH-NORTHWEST
 KZ2138'OF A POST WITH AN ELECTRICAL METER ATTACHED, AND 0.2 M (0.7 FT) SOUTH
 KZ2138'OF A FIBERGLASS WITNESS POST. NOTE--THIS STATION IS A SECONDARY AIPORT
 KZ2138'CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0080 ***********************************************************************
 MD0080  DESIGNATION -  BM
 MD0080  PID         -  MD0080
 MD0080  STATE/COUNTY-  OH/FULTON
 MD0080  USGS QUAD   -  WAUSEON (1977)
 MD0080
 MD0080                         *CURRENT SURVEY CONTROL
 MD0080  ___________________________________________________________________
 MD0080* NAD 83(1986)-  41 32 52.     (N)    084 08 29.     (W)     SCALED    
 MD0080* NAVD 88     -       234.500  (meters)     769.36   (feet)  ADJUSTED  
 MD0080  ___________________________________________________________________
 MD0080  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 MD0080  DYNAMIC HT  -         234.405 (meters)     769.04  (feet)  COMP
 MD0080  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 MD0080
 MD0080  VERT ORDER  -  SECOND    CLASS 0
 MD0080
 MD0080.The horizontal coordinates were scaled from a topographic map and have
 MD0080.an estimated accuracy of +/- 6 seconds.
 MD0080
 MD0080.The orthometric height was determined by differential leveling
 MD0080.and adjusted by the National Geodetic Survey in June 1991..
 MD0080
 MD0080.The geoid height was determined by GEOID03.
 MD0080
 MD0080.The dynamic height is computed by dividing the NAVD 88
 MD0080.geopotential number by the normal gravity value computed on the
 MD0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0080.degrees latitude (g = 980.6199 gals.).
 MD0080
 MD0080.The modeled gravity was interpolated from observed gravity values.
 MD0080
 MD0080;                    North         East    Units  Estimated Accuracy
 MD0080;SPC OH N     -   210,180.      463,060.      MT  (+/- 180 meters Scaled)
 MD0080
 MD0080                          SUPERSEDED SURVEY CONTROL
 MD0080
 MD0080  NGVD 29 (??/??/92)  234.680  (m)          769.95   (f) ADJ UNCH    2 0
 MD0080
 MD0080.Superseded values are not recommended for survey control.
 MD0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0080.See file dsdata.txt to determine how the superseded data were derived.
 MD0080
 MD0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM384035(NAD 83)
 MD0080_MARKER: Q = CHISELED SQUARE
 MD0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0080_SP_SET: CURB
 MD0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0080
 MD0080  HISTORY     - Date     Condition        Report By
 MD0080  HISTORY     - UNK      MONUMENTED       USGS
 MD0080  HISTORY     - 1934     GOOD             NGS
 MD0080
 MD0080                          STATION DESCRIPTION
 MD0080
 MD0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD0080'AT WAUSEON.
 MD0080'AT WAUSEON, FULTON COUNTY, ON THE NEW YORK CENTRAIL RAILROAD, 30
 MD0080'YARDS NORTH OF THE NORTH RAIL, 13 YARDS EAST OF THE NORTHEAST
 MD0080'CORNER OF THE COMMUNITY REST ROOM, 11 YARDS SOUTH OF THE
 MD0080'CENTERLINE OF DEPOT STREET, ON THE WEST CURB OF FULTON STREET,
 MD0080'AND 4.6 FEET NORTHEAST OF A FIRE HYDRANT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0722 ***********************************************************************
 KZ0722  DESIGNATION -  BM
 KZ0722  PID         -  KZ0722
 KZ0722  STATE/COUNTY-  OH/MUSKINGUM
 KZ0722  USGS QUAD   -  DRESDEN (1978)
 KZ0722
 KZ0722                         *CURRENT SURVEY CONTROL
 KZ0722  ___________________________________________________________________
 KZ0722* NAD 83(1986)-  40 06 50.     (N)    082 00 38.     (W)     SCALED    
 KZ0722* NAVD 88     -       224.319  (meters)     735.95   (feet)  ADJUSTED  
 KZ0722  ___________________________________________________________________
 KZ0722  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KZ0722  DYNAMIC HT  -         224.202 (meters)     735.57  (feet)  COMP
 KZ0722  MODELED GRAV-     980,096.3   (mgal)                       NAVD 88
 KZ0722
 KZ0722  VERT ORDER  -  FIRST     CLASS II
 KZ0722
 KZ0722.The horizontal coordinates were scaled from a topographic map and have
 KZ0722.an estimated accuracy of +/- 6 seconds.
 KZ0722
 KZ0722.The orthometric height was determined by differential leveling
 KZ0722.and adjusted by the National Geodetic Survey in June 1991..
 KZ0722.WARNING-Repeat measurements at this control monument indicate possible
 KZ0722.vertical movement.
 KZ0722
 KZ0722.The geoid height was determined by GEOID03.
 KZ0722
 KZ0722.The dynamic height is computed by dividing the NAVD 88
 KZ0722.geopotential number by the normal gravity value computed on the
 KZ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0722.degrees latitude (g = 980.6199 gals.).
 KZ0722
 KZ0722.The modeled gravity was interpolated from observed gravity values.
 KZ0722
 KZ0722;                    North         East    Units  Estimated Accuracy
 KZ0722;SPC OH S     -   234,790.      641,730.      MT  (+/- 180 meters Scaled)
 KZ0722
 KZ0722                          SUPERSEDED SURVEY CONTROL
 KZ0722
 KZ0722  NGVD 29 (??/??/92)  224.54   (m)          736.7    (f) COMPUTED    1 2
 KZ0722
 KZ0722.Superseded values are not recommended for survey control.
 KZ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0722.See file dsdata.txt to determine how the superseded data were derived.
 KZ0722
 KZ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME138408(NAD 83)
 KZ0722_MARKER: DD = SURVEY DISK
 KZ0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0722_STAMPING: 2
 KZ0722_MARK LOGO: USE   
 KZ0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0722+STABILITY: SURFACE MOTION
 KZ0722
 KZ0722  HISTORY     - Date     Condition        Report By
 KZ0722  HISTORY     - UNK      MONUMENTED       CGS
 KZ0722  HISTORY     - 1959     GOOD             CGS
 KZ0722  HISTORY     - 1969     GOOD             CGS
 KZ0722
 KZ0722                          STATION DESCRIPTION
 KZ0722
 KZ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0722'0.5 MI SE FROM DRESDEN.
 KZ0722'ABOUT 0.5 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD
 KZ0722'FROM THE STATION AT DRESDEN, ALSO ABOUT 0.35 MILE SOUTH ALONG
 KZ0722'THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD FROM THE STATION
 KZ0722'AT DRESDEN, 76 1/2 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM
 KZ0722'THE SOUTH END OF THE SOUTHWEST STONE MASONRY ABUTMENT OF OVERPASS
 KZ0722'2-57 OF NEW YORK, CHICAGO AND ST. LOUIS RAILROAD OVER THE
 KZ0722'PENNSYLVANIA RAILROAD, 30 FEET EAST OF THE EAST RAIL, 3 FEET
 KZ0722'WEST OF A WIRE FENCE, 257 FEET NORTH OF B M S 32, 132 FEET
 KZ0722'SOUTHEAST OF AND ACROSS THE TRACK FROM B M R 32, 3 FEET WEST
 KZ0722'OF A STEEL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 KZ0722'TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH
 KZ0722'ABOVE THE GROUND.
 KZ0722
 KZ0722                          STATION RECOVERY (1969)
 KZ0722
 KZ0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KZ0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1024 ***********************************************************************
 KZ1024  DESIGNATION -  BM
 KZ1024  PID         -  KZ1024
 KZ1024  STATE/COUNTY-  OH/MARION
 KZ1024  USGS QUAD   -  CALEDONIA (1973)
 KZ1024
 KZ1024                         *CURRENT SURVEY CONTROL
 KZ1024  ___________________________________________________________________
 KZ1024* NAD 83(1986)-  40 38 15.     (N)    082 58 03.     (W)     SCALED    
 KZ1024* NAVD 88     -       304.061  (meters)     997.57   (feet)  ADJUSTED  
 KZ1024  ___________________________________________________________________
 KZ1024  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 KZ1024  DYNAMIC HT  -         303.909 (meters)     997.07  (feet)  COMP
 KZ1024  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 KZ1024
 KZ1024  VERT ORDER  -  SECOND    CLASS 0
 KZ1024
 KZ1024.The horizontal coordinates were scaled from a topographic map and have
 KZ1024.an estimated accuracy of +/- 6 seconds.
 KZ1024
 KZ1024.The orthometric height was determined by differential leveling
 KZ1024.and adjusted by the National Geodetic Survey in June 1991..
 KZ1024
 KZ1024.The geoid height was determined by GEOID03.
 KZ1024
 KZ1024.The dynamic height is computed by dividing the NAVD 88
 KZ1024.geopotential number by the normal gravity value computed on the
 KZ1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1024.degrees latitude (g = 980.6199 gals.).
 KZ1024
 KZ1024.The modeled gravity was interpolated from observed gravity values.
 KZ1024
 KZ1024;                    North         East    Units  Estimated Accuracy
 KZ1024;SPC OH N     -   107,910.      560,450.      MT  (+/- 180 meters Scaled)
 KZ1024
 KZ1024                          SUPERSEDED SURVEY CONTROL
 KZ1024
 KZ1024  NGVD 29 (??/??/92)  304.200  (m)          998.03   (f) ADJ UNCH    2 0
 KZ1024
 KZ1024.Superseded values are not recommended for survey control.
 KZ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1024.See file dsdata.txt to determine how the superseded data were derived.
 KZ1024
 KZ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF336003(NAD 83)
 KZ1024_MARKER: DD = SURVEY DISK
 KZ1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1024_SP_SET: STONE POST
 KZ1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1024+STABILITY: SURFACE MOTION
 KZ1024
 KZ1024  HISTORY     - Date     Condition        Report By
 KZ1024  HISTORY     - UNK      MONUMENTED       USGS
 KZ1024  HISTORY     - 1934     GOOD             NGS
 KZ1024
 KZ1024                          STATION DESCRIPTION
 KZ1024
 KZ1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1024'AT CALEDONIA.
 KZ1024'AT CALEDONIA, MARION COUNTY, ON THE ERIE RAILROAD, 82 YARDS
 KZ1024'NORTHEAST OF THE STATION, 25 YARDS SOUTHEAST OF A CREAMERY OWNED
 KZ1024'BY THE COLUMBIA CHEESE CO., 19.4 FEET EAST OF THE CENTERLINE OF
 KZ1024'WATER STREET, 20.0 FEET SOUTH OF THE SOUTH RAIL OF THE E.R.R.
 KZ1024'TRACK, 11.0 FEET NORTH OF THE NORTH RAIL OF THE NEW YORK CENTRAL
 KZ1024'RAILROAD TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A UNITED
 KZ1024'STATES GEOLOGICAL SURVEY STANDARD DISK, SET IN THE TOP OF A STONE
 KZ1024'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1226 ***********************************************************************
 KY1226  DESIGNATION -  BM
 KY1226  PID         -  KY1226
 KY1226  STATE/COUNTY-  OH/STARK
 KY1226  USGS QUAD   -  CANTON WEST (1985)
 KY1226
 KY1226                         *CURRENT SURVEY CONTROL
 KY1226  ___________________________________________________________________
 KY1226* NAD 83(1986)-  40 48 34.     (N)    081 23 26.     (W)     SCALED    
 KY1226* NAVD 88     -       315.214  (meters)    1034.16   (feet)  ADJUSTED  
 KY1226  ___________________________________________________________________
 KY1226  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KY1226  DYNAMIC HT  -         315.066 (meters)    1033.68  (feet)  COMP
 KY1226  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 KY1226
 KY1226  VERT ORDER  -  FIRST     CLASS II
 KY1226
 KY1226.The horizontal coordinates were scaled from a topographic map and have
 KY1226.an estimated accuracy of +/- 6 seconds.
 KY1226
 KY1226.The orthometric height was determined by differential leveling
 KY1226.and adjusted by the National Geodetic Survey in June 1991..
 KY1226
 KY1226.The geoid height was determined by GEOID03.
 KY1226
 KY1226.The dynamic height is computed by dividing the NAVD 88
 KY1226.geopotential number by the normal gravity value computed on the
 KY1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1226.degrees latitude (g = 980.6199 gals.).
 KY1226
 KY1226.The modeled gravity was interpolated from observed gravity values.
 KY1226
 KY1226;                    North         East    Units  Estimated Accuracy
 KY1226;SPC OH N     -   127,500.      693,600.      MT  (+/- 180 meters Scaled)
 KY1226
 KY1226                          SUPERSEDED SURVEY CONTROL
 KY1226
 KY1226  NGVD 29 (??/??/92)  315.405  (m)         1034.79   (f) ADJ UNCH    1 2
 KY1226
 KY1226.Superseded values are not recommended for survey control.
 KY1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1226.See file dsdata.txt to determine how the superseded data were derived.
 KY1226
 KY1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF670176(NAD 83)
 KY1226_MARKER: DD = SURVEY DISK
 KY1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1226+STABILITY: SURFACE MOTION
 KY1226
 KY1226  HISTORY     - Date     Condition        Report By
 KY1226  HISTORY     - 1935     MONUMENTED       OH1320
 KY1226  HISTORY     - 1935     GOOD             NGS
 KY1226  HISTORY     - 19911125 MARK NOT FOUND   OHDT
 KY1226
 KY1226                          STATION DESCRIPTION
 KY1226
 KY1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY1226'AT CANTON.
 KY1226'AT CANTON, STARK COUNTY, ABOUT 1.2 MILES NORTH ALONG THE BALTIMORE
 KY1226'AND OHIO RAILROAD FROM THE JUNCTION OF THE PENNSYLVANIA RAILROAD,
 KY1226'OPPOSITE POLE 71+30, AT THE INTERSECTION OF MONUMENT ROAD AND
 KY1226'TWELFTH STREET NORTHWEST, 26.2 FEET WEST OF THE CENTERLINE OF
 KY1226'MONUMENT ROAD, 30.6 FEET SOUTH OF THE CENTERLINE OF TWELFTH
 KY1226'STREET, AND 29.3 FEET EAST OF THE EAST RAIL.  A CITY OF CANTON
 KY1226'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KY1226'GROUND.
 KY1226
 KY1226                          STATION RECOVERY (1991)
 KY1226
 KY1226'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 KY1226'------ REPORT BY ODOT --------1991--------- CONDITION - UNKNOWN------
 KY1226'NOTE*THE RECORD DISTANCE MEASURED TO THE SW. CORNER OF A 2 FT X 2 FT
 KY1226'CONCRETE BASE FOR A TRAFFIC SIGNAL MARK APPEARS TO HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0146 ***********************************************************************
 KZ0146  DESIGNATION -  BM
 KZ0146  PID         -  KZ0146
 KZ0146  STATE/COUNTY-  OH/RICHLAND
 KZ0146  USGS QUAD   -  PAVONIA (1984)
 KZ0146
 KZ0146                         *CURRENT SURVEY CONTROL
 KZ0146  ___________________________________________________________________
 KZ0146* NAD 83(1986)-  40 49 31.     (N)    082 26 15.     (W)     SCALED    
 KZ0146* NAVD 88     -       346.240  (meters)    1135.96   (feet)  ADJUSTED  
 KZ0146  ___________________________________________________________________
 KZ0146  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KZ0146  DYNAMIC HT  -         346.076 (meters)    1135.42  (feet)  COMP
 KZ0146  MODELED GRAV-     980,140.8   (mgal)                       NAVD 88
 KZ0146
 KZ0146  VERT ORDER  -  SECOND    CLASS 0
 KZ0146
 KZ0146.The horizontal coordinates were scaled from a topographic map and have
 KZ0146.an estimated accuracy of +/- 6 seconds.
 KZ0146
 KZ0146.The orthometric height was determined by differential leveling
 KZ0146.and adjusted by the National Geodetic Survey in June 1991..
 KZ0146
 KZ0146.The geoid height was determined by GEOID03.
 KZ0146
 KZ0146.The dynamic height is computed by dividing the NAVD 88
 KZ0146.geopotential number by the normal gravity value computed on the
 KZ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0146.degrees latitude (g = 980.6199 gals.).
 KZ0146
 KZ0146.The modeled gravity was interpolated from observed gravity values.
 KZ0146
 KZ0146;                    North         East    Units  Estimated Accuracy
 KZ0146;SPC OH N     -   128,660.      605,270.      MT  (+/- 180 meters Scaled)
 KZ0146
 KZ0146                          SUPERSEDED SURVEY CONTROL
 KZ0146
 KZ0146  NGVD 29 (??/??/92)  346.405  (m)         1136.50   (f) ADJ UNCH    2 0
 KZ0146
 KZ0146.Superseded values are not recommended for survey control.
 KZ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0146.See file dsdata.txt to determine how the superseded data were derived.
 KZ0146
 KZ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF787203(NAD 83)
 KZ0146_MARKER: N = NAIL
 KZ0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0146_SP_SET: HICKORY TREE ROOT
 KZ0146_STAMPING: BM
 KZ0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0146
 KZ0146  HISTORY     - Date     Condition        Report By
 KZ0146  HISTORY     - UNK      MONUMENTED       CGS
 KZ0146  HISTORY     - 1959     GOOD             NGS
 KZ0146
 KZ0146                          STATION DESCRIPTION
 KZ0146
 KZ0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0146'AT PAVONIA.
 KZ0146'AT PAVONIA, ABOUT 0.25 MILE EAST OF THE METHODIST CHURCH, ABOUT
 KZ0146'0.6 MILE NORTH ALONG PAVONIA ROAD FROM THE CROSSING OF THE ERIE
 KZ0146'RAILROAD, AT THE INTERSECTION OF PAVONIA ROAD AND AMOY PAVONIA
 KZ0146'ROAD.  IN A NOTCH CUT IN THE TOP OF A ROOT ON THE EAST SIDE OF A
 KZ0146'24-INCH HICKORY TREE, 23 1/2 FEET SOUTHWEST OF BENCH MARK H 256
 KZ0146'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3510 ***********************************************************************
 KY3510  DESIGNATION -  BM 1
 KY3510  PID         -  KY3510
 KY3510  STATE/COUNTY-  OH/WAYNE
 KY3510  USGS QUAD   -  WOOSTER (1994)
 KY3510
 KY3510                         *CURRENT SURVEY CONTROL
 KY3510  ___________________________________________________________________
 KY3510* NAD 83(1995)-  40 48 47.96362(N)    081 56 04.04220(W)     ADJUSTED  
 KY3510* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 KY3510  ___________________________________________________________________
 KY3510  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 KY3510  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY3510
 KY3510  HORZ ORDER  -  SECOND
 KY3510
 KY3510.The horizontal coordinates were established by classical geodetic methods
 KY3510.and adjusted by the National Geodetic Survey in April 1998..
 KY3510
 KY3510.The orthometric height was scaled from a topographic map.
 KY3510
 KY3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3510
 KY3510.The geoid height was determined by GEOID03.
 KY3510
 KY3510;                    North         East     Units Scale Factor Converg.
 KY3510;SPC OH N     -   127,486.110   647,713.359   MT  0.99994894   +0 22 17.5
 KY3510;UTM  17      - 4,518,454.578   421,188.976   MT  0.99967645   -0 36 38.8
 KY3510
 KY3510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3510!SPC OH N     -   0.99995236  x   0.99994894  =   0.99990130
 KY3510!UTM  17      -   0.99995236  x   0.99967645  =   0.99962882
 KY3510
 KY3510|---------------------------------------------------------------------|
 KY3510| PID    Reference Object                     Distance      Geod. Az  |
 KY3510|                                                           dddmmss.s |
 KY3510| KY3509 BM 2                                364.751 METERS 18023     |
 KY3510| KY3505 COLLEGE                             171.186 METERS 20731     |
 KY3510|---------------------------------------------------------------------|
 KY3510
 KY3510                          SUPERSEDED SURVEY CONTROL
 KY3510
 KY3510  NAD 83(1986)-  40 48 47.97148(N)    081 56 04.04800(W) AD(       ) 2
 KY3510  NAD 27      -  40 48 47.76708(N)    081 56 04.53108(W) AD(       ) 2
 KY3510
 KY3510.Superseded values are not recommended for survey control.
 KY3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3510.See file dsdata.txt to determine how the superseded data were derived.
 KY3510
 KY3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2118918455(NAD 83)
 KY3510_MARKER: Z = SEE DESCRIPTION
 KY3510_SETTING: 0 = UNSPECIFIED SETTING
 KY3510
 KY3510  HISTORY     - Date     Condition        Report By
 KY3510  HISTORY     - 1959     MONUMENTED       CGS
 KY3510
 KY3510                          STATION DESCRIPTION
 KY3510
 KY3510'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3510'THE STATION IS ON THE WOOSTER COLLEGE GROUNDS IN WOOSTER, 66 FEET
 KY3510'NORTH OF A FIRE
 KY3510'HYDRANT, 64 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 38 FEET
 KY3510'WEST OF THE CENTERLINE OF BEALL
 KY3510'STREET AND AT THE NORTHEAST CORNER OF THE COLLEGE
 KY3510'GROUNDS.
 KY3510'
 KY3510'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COLLEGE
 KY3510'DISTANCE BEING
 KY3510'561.63 FEET (171.185 METERS) NORTHEST OF STATION COLLEGE.  THE MARK
 KY3510'IS A U.S. COAST AND GEODETIC SURVEY
 KY3510'AND STATE SURVEY BENCH MARK, NO STAMPING ON THE MARK,
 KY3510'IS SET IN A 6 BY 6 INCH SQUARE CONCRETE POST
 KY3510'WHICH IS FLUSH WITH THE SURFACE OF THE
 KY3510'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3509 ***********************************************************************
 KY3509  DESIGNATION -  BM 2
 KY3509  PID         -  KY3509
 KY3509  STATE/COUNTY-  OH/WAYNE
 KY3509  USGS QUAD   -  WOOSTER (1994)
 KY3509
 KY3509                         *CURRENT SURVEY CONTROL
 KY3509  ___________________________________________________________________
 KY3509* NAD 83(1995)-  40 48 36.13948(N)    081 56 04.14489(W)     ADJUSTED  
 KY3509* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 KY3509  ___________________________________________________________________
 KY3509  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 KY3509  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY3509
 KY3509  HORZ ORDER  -  SECOND
 KY3509
 KY3509.The horizontal coordinates were established by classical geodetic methods
 KY3509.and adjusted by the National Geodetic Survey in April 1998..
 KY3509
 KY3509.The orthometric height was scaled from a topographic map.
 KY3509
 KY3509.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3509
 KY3509.The geoid height was determined by GEOID03.
 KY3509
 KY3509;                    North         East     Units Scale Factor Converg.
 KY3509;SPC OH N     -   127,121.378   647,713.318   MT  0.99994920   +0 22 17.5
 KY3509;UTM  17      - 4,518,090.000   421,182.683   MT  0.99967646   -0 36 38.8
 KY3509
 KY3509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3509!SPC OH N     -   0.99995361  x   0.99994920  =   0.99990281
 KY3509!UTM  17      -   0.99995361  x   0.99967646  =   0.99963009
 KY3509
 KY3509|---------------------------------------------------------------------|
 KY3509| PID    Reference Object                     Distance      Geod. Az  |
 KY3509|                                                           dddmmss.s |
 KY3509| KY3510 BM 1                                364.751 METERS 00023     |
 KY3509| KY3507 1084                                 38.511 METERS 31046     |
 KY3509|---------------------------------------------------------------------|
 KY3509
 KY3509                          SUPERSEDED SURVEY CONTROL
 KY3509
 KY3509  NAD 83(1986)-  40 48 36.14738(N)    081 56 04.15065(W) AD(       ) 2
 KY3509  NAD 27      -  40 48 35.94282(N)    081 56 04.63354(W) AD(       ) 2
 KY3509
 KY3509.Superseded values are not recommended for survey control.
 KY3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3509.See file dsdata.txt to determine how the superseded data were derived.
 KY3509
 KY3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2118318090(NAD 83)
 KY3509_MARKER: Z = SEE DESCRIPTION
 KY3509_SETTING: 0 = UNSPECIFIED SETTING
 KY3509
 KY3509  HISTORY     - Date     Condition        Report By
 KY3509  HISTORY     - 1959     MONUMENTED       CGS
 KY3509
 KY3509                          STATION DESCRIPTION
 KY3509
 KY3509'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3509'THE STATION IS ON THE WOOSTER COLLEGE GROUNDS IN WOOSTER, 42
 KY3509'FEET NORTH OF THE
 KY3509'CENTERLINE OF UNIVERSITY STREET, 38 FEET WEST OF THE CENTERLINE OF
 KY3509'BEALL STREET, 15 FEET EAST OF A
 KY3509'LARGE MAN HOLE AND IN THE NORTHWEST ANGLE OF THE INTERSECTION
 KY3509'OF UNIVERSITY STREET AND BEALL STREET.
 KY3509'
 KY3509'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COLLEGE
 KY3509'DISTANCE BEING
 KY3509'742,53 FEET (226.319 METERS) SOUTH OF STATION COLLEGE.  THE MARK IS A
 KY3509'U.S. COAST AND GEODETIC SURVEY
 KY3509'AND STATE SURVEY BENCH MARK DISK, NO STAMPING ON THE MARK,
 KY3509'IS SET IN A 6 BY 6 SQUARE CONCRETE POST WHICH IS
 KY3509'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0470 ***********************************************************************
 MC0470  DESIGNATION -  BM RESET
 MC0470  PID         -  MC0470
 MC0470  STATE/COUNTY-  OH/SENECA
 MC0470  USGS QUAD   -  BASCOM (1972)
 MC0470
 MC0470                         *CURRENT SURVEY CONTROL
 MC0470  ___________________________________________________________________
 MC0470* NAD 83(1986)-  41 07 50.     (N)    083 17 08.     (W)     SCALED    
 MC0470* NAVD 88     -       235.116  (meters)     771.38   (feet)  ADJUSTED  
 MC0470  ___________________________________________________________________
 MC0470  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 MC0470  DYNAMIC HT  -         235.014 (meters)     771.04  (feet)  COMP
 MC0470  MODELED GRAV-     980,183.9   (mgal)                       NAVD 88
 MC0470
 MC0470  VERT ORDER  -  FIRST     CLASS I
 MC0470
 MC0470.The horizontal coordinates were scaled from a topographic map and have
 MC0470.an estimated accuracy of +/- 6 seconds.
 MC0470
 MC0470.The orthometric height was determined by differential leveling
 MC0470.and adjusted by the National Geodetic Survey in April 1995..
 MC0470
 MC0470.The geoid height was determined by GEOID03.
 MC0470
 MC0470.The dynamic height is computed by dividing the NAVD 88
 MC0470.geopotential number by the normal gravity value computed on the
 MC0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0470.degrees latitude (g = 980.6199 gals.).
 MC0470
 MC0470.The modeled gravity was interpolated from observed gravity values.
 MC0470
 MC0470;                    North         East    Units  Estimated Accuracy
 MC0470;SPC OH N     -   162,860.      534,040.      MT  (+/- 180 meters Scaled)
 MC0470
 MC0470                          SUPERSEDED SURVEY CONTROL
 MC0470
 MC0470  NAVD 88 (06/15/91)  235.109  (m)          771.35   (f) UNKNOWN     1 1
 MC0470  NGVD 29 (01/19/93)  235.306  (m)          772.00   (f) ADJUSTED    1 1
 MC0470
 MC0470.Superseded values are not recommended for survey control.
 MC0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0470.See file dsdata.txt to determine how the superseded data were derived.
 MC0470
 MC0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF081557(NAD 83)
 MC0470_MARKER: DD = SURVEY DISK
 MC0470_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0470_SP_SET: ABUTMENT
 MC0470_STAMPING: RESET 1939
 MC0470_MARK LOGO: USGS  
 MC0470_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0470+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0470
 MC0470  HISTORY     - Date     Condition        Report By
 MC0470  HISTORY     - 1939     MONUMENTED       USGS
 MC0470  HISTORY     - 1968     GOOD             NGS
 MC0470  HISTORY     - 19921022 GOOD             NGS
 MC0470
 MC0470                          STATION DESCRIPTION
 MC0470
 MC0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0470'AT BASCOM.
 MC0470'AT BASCOM, ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 635 FROM THE
 MC0470'CROSSING OF THE BALTIMORE AND OHIO RAILROAD, ABOUT 0.2 MILE
 MC0470'SOUTH OF THE INTERSECTION OF STATE HIGHWAY 18, SET IN THE TOP OF
 MC0470'THE WEST END OF THE SOUTH ABUTMENT OF A 60-FOOT CONCRETE BRIDGE
 MC0470'OVER THE EAST BRANCH OF WOLF CREEK, 18 FEET WEST OF THE CENTER
 MC0470'LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 MC0470
 MC0470                          STATION RECOVERY (1992)
 MC0470
 MC0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0470'9.0 KM (5.60 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0470'JUNCTION OF STATE HIGHWAY 53 IN TIFFIN, THENCE 0.5 KM (0.30 MI)
 MC0470'SOUTHERLY ALONG STATE HIGHWAY 635, IN TOP OF AND 0.15 M (0.49 FT) EAST
 MC0470'OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 MC0470'SPANNING WOLF CREEK, 5.8 M (19.0 FT) WEST OF AND LEVEL WITH THE
 MC0470'CENTER OF THE HIGHWAY, AND 0.15 M (0.49 FT) SOUTH OF THE NORTH EDGE
 MC0470'OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0489 ***********************************************************************
 MB0489  DESIGNATION -  BM VERTICAL RAIL
 MB0489  PID         -  MB0489
 MB0489  STATE/COUNTY-  OH/TRUMBULL
 MB0489  USGS QUAD   -  WARREN (1994)
 MB0489
 MB0489                         *CURRENT SURVEY CONTROL
 MB0489  ___________________________________________________________________
 MB0489* NAD 83(1986)-  41 11 43.     (N)    080 46 54.     (W)     SCALED    
 MB0489* NAVD 88     -       276.75   (+/-2cm)     908.0    (feet)  VERTCON   
 MB0489  ___________________________________________________________________
 MB0489  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB0489
 MB0489  VERT ORDER  -  ? (See Below)
 MB0489
 MB0489.The horizontal coordinates were scaled from a topographic map and have
 MB0489.an estimated accuracy of +/- 6 seconds.
 MB0489
 MB0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB0489.The vertical order pertains to the NGVD 29 superseded value.
 MB0489
 MB0489.The geoid height was determined by GEOID03.
 MB0489
 MB0489;                    North         East    Units  Estimated Accuracy
 MB0489;SPC OH N     -   171,170.      744,130.      MT  (+/- 180 meters Scaled)
 MB0489
 MB0489                          SUPERSEDED SURVEY CONTROL
 MB0489
 MB0489  NGVD 29 (??/??/92)  276.929  (m)          908.56   (f) ADJ UNCH    ?  
 MB0489
 MB0489.Superseded values are not recommended for survey control.
 MB0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0489.See file dsdata.txt to determine how the superseded data were derived.
 MB0489
 MB0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF183604(NAD 83)
 MB0489_MARKER: Z = SEE DESCRIPTION
 MB0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0489_SP_SET: VERTICAL RAIL
 MB0489_MARK LOGO: BORR  
 MB0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0489
 MB0489  HISTORY     - Date     Condition        Report By
 MB0489  HISTORY     - 1900     MONUMENTED       BORR
 MB0489  HISTORY     - 1934     GOOD             CGS
 MB0489  HISTORY     - 1943     GOOD             CGS
 MB0489  HISTORY     - 19930902 MARK NOT FOUND   OHDT
 MB0489
 MB0489                          STATION DESCRIPTION
 MB0489
 MB0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB0489'1.4 MI W FROM NILES.
 MB0489'1.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MB0489'STATION AT NILES, OPPOSITE THE POLE 87-3, AT THE EAST POINT OF
 MB0489'TANGENCY OF A CURVE, AND MIDWAY BETWEEN THE TRACKS.  THE TOP OF
 MB0489'A VERTICAL RAIL.
 MB0489
 MB0489                          STATION RECOVERY (1943)
 MB0489
 MB0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 MB0489'RECOVERED IN GOOD CONDITION.
 MB0489
 MB0489                          STATION RECOVERY (1993)
 MB0489
 MB0489'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0489'-----REPORT BY ODOT--------YEAR 1993-------CONDITION UNKNOWN-----
 MB0489' 
 MB0489'NO VERTICAL RAIL COULD BE SEEN AT SPECIFIED DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1274 ***********************************************************************
 HY1274  DESIGNATION -  BM=NAIL
 HY1274  PID         -  HY1274
 HY1274  STATE/COUNTY-  OH/JACKSON
 HY1274  USGS QUAD   -  STOCKDALE (1983)
 HY1274
 HY1274                         *CURRENT SURVEY CONTROL
 HY1274  ___________________________________________________________________
 HY1274* NAD 83(1986)-  38 57 13.     (N)    082 46 14.     (W)     SCALED    
 HY1274* NAVD 88     -       234.441  (meters)     769.16   (feet)  ADJUSTED  
 HY1274  ___________________________________________________________________
 HY1274  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HY1274  DYNAMIC HT  -         234.291 (meters)     768.67  (feet)  COMP
 HY1274  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 HY1274
 HY1274  VERT ORDER  -  SECOND    CLASS 0
 HY1274
 HY1274.The horizontal coordinates were scaled from a topographic map and have
 HY1274.an estimated accuracy of +/- 6 seconds.
 HY1274
 HY1274.The orthometric height was determined by differential leveling
 HY1274.and adjusted by the National Geodetic Survey in June 1991..
 HY1274
 HY1274.The geoid height was determined by GEOID03.
 HY1274
 HY1274.The dynamic height is computed by dividing the NAVD 88
 HY1274.geopotential number by the normal gravity value computed on the
 HY1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1274.degrees latitude (g = 980.6199 gals.).
 HY1274
 HY1274.The modeled gravity was interpolated from observed gravity values.
 HY1274
 HY1274;                    North         East    Units  Estimated Accuracy
 HY1274;SPC OH S     -   105,900.      576,550.      MT  (+/- 180 meters Scaled)
 HY1274
 HY1274                          SUPERSEDED SURVEY CONTROL
 HY1274
 HY1274  NGVD 29 (??/??/92)  234.610  (m)          769.72   (f) ADJ UNCH    2 0
 HY1274
 HY1274.Superseded values are not recommended for survey control.
 HY1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1274.See file dsdata.txt to determine how the superseded data were derived.
 HY1274
 HY1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD465131(NAD 83)
 HY1274_MARKER: N = NAIL
 HY1274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1274_SP_SET: OAK TREE ROOT
 HY1274_STAMPING: BM
 HY1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1274
 HY1274  HISTORY     - Date     Condition        Report By
 HY1274  HISTORY     - UNK      MONUMENTED       CGS
 HY1274  HISTORY     - 1958     GOOD             NGS
 HY1274
 HY1274                          STATION DESCRIPTION
 HY1274
 HY1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1274'7.8 MI SE FROM BEAVER.
 HY1274'2.2 MILES EAST ALONG STATE HIGHWAY 124 FROM THE SCHOOL AT BEAVER,
 HY1274'THENCE 5.6 MILES SOUTH ALONG A BLACKTOP AND GRAVEL ROAD, 0.5
 HY1274'MILE NORTH OF THE JACKSON-SCIOTO COUNTY LINE, 0.25 MILE SOUTH OF
 HY1274'THE JUNCTION OF A ROAD LEADING EAST, AT THE JUNCTION OF A NARROW
 HY1274'GRAVEL ROAD LEADING WEST, 38.7 FEET NORTH-NORTHWEST AND ACROSS
 HY1274'THE ROAD FROM BM A 227, 21 FEET NORTH OF THE CENTER LINE OF THE
 HY1274'ROAD, 35.5 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 HY1274'NORTH, AND SET IN THE TOP OF A NOTCH CUT IN THE TOP OF A ROOT
 HY1274'ON THE SOUTHWEST SIDE OF A 40-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0153 ***********************************************************************
 KZ0153  DESIGNATION -  BN
 KZ0153  PID         -  KZ0153
 KZ0153  STATE/COUNTY-  OH/RICHLAND
 KZ0153  USGS QUAD   -  PAVONIA (1984)
 KZ0153
 KZ0153                         *CURRENT SURVEY CONTROL
 KZ0153  ___________________________________________________________________
 KZ0153* NAD 83(1986)-  40 50 37.     (N)    082 29 25.     (W)     SCALED    
 KZ0153* NAVD 88     -       338.576  (meters)    1110.81   (feet)  ADJUSTED  
 KZ0153  ___________________________________________________________________
 KZ0153  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KZ0153  DYNAMIC HT  -         338.414 (meters)    1110.28  (feet)  COMP
 KZ0153  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 KZ0153
 KZ0153  VERT ORDER  -  SECOND    CLASS 0
 KZ0153
 KZ0153.The horizontal coordinates were scaled from a topographic map and have
 KZ0153.an estimated accuracy of +/- 6 seconds.
 KZ0153
 KZ0153.The orthometric height was determined by differential leveling
 KZ0153.and adjusted by the National Geodetic Survey in June 1991..
 KZ0153
 KZ0153.The geoid height was determined by GEOID03.
 KZ0153
 KZ0153.The dynamic height is computed by dividing the NAVD 88
 KZ0153.geopotential number by the normal gravity value computed on the
 KZ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0153.degrees latitude (g = 980.6199 gals.).
 KZ0153
 KZ0153.The modeled gravity was interpolated from observed gravity values.
 KZ0153
 KZ0153;                    North         East    Units  Estimated Accuracy
 KZ0153;SPC OH N     -   130,700.      600,820.      MT  (+/- 180 meters Scaled)
 KZ0153
 KZ0153                          SUPERSEDED SURVEY CONTROL
 KZ0153
 KZ0153  NGVD 29 (??/??/92)  338.74   (m)         1111.3    (f) COMPUTED    2 0
 KZ0153
 KZ0153.Superseded values are not recommended for survey control.
 KZ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0153.See file dsdata.txt to determine how the superseded data were derived.
 KZ0153
 KZ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF743224(NAD 83)
 KZ0153_MARKER: N = NAIL
 KZ0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0153_SP_SET: MAPLE TREE ROOT
 KZ0153_STAMPING: BN
 KZ0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0153
 KZ0153  HISTORY     - Date     Condition        Report By
 KZ0153  HISTORY     - UNK      MONUMENTED       CGS
 KZ0153  HISTORY     - 1959     GOOD             NGS
 KZ0153
 KZ0153                          STATION DESCRIPTION
 KZ0153
 KZ0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0153'3.6 MI NW FROM PAVONIA.
 KZ0153'1.95 MILES WEST ALONG AMOY PAVONIA ROAD FROM THE METHODIST CHURCH
 KZ0153'AT PAVONIA, THENCE ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 545,
 KZ0153'THENCE ABOUT 0.4 MILE NORTH ALONG FRANKLIN CHURCH ROAD, THENCE
 KZ0153'ABOUT 0.6 MILE WEST ALONG FIVE POINTS EAST ROAD, 0.25 MILE EAST OF
 KZ0153'THE JUNCTION OF CONRAD ROAD, AT THE JUNCTION OF A NARROW GRAVEL
 KZ0153'ROAD LEADING SOUTH SIDE OF A 48-INCH MAPLE TREE, 9.7 FEET WEST
 KZ0153'OF BENCH MARK P 256 DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1259 ***********************************************************************
 HY1259  DESIGNATION -  BN=NAIL
 HY1259  PID         -  HY1259
 HY1259  STATE/COUNTY-  OH/JACKSON
 HY1259  USGS QUAD   -  PETERSBURG (1983)
 HY1259
 HY1259                         *CURRENT SURVEY CONTROL
 HY1259  ___________________________________________________________________
 HY1259* NAD 83(1986)-  38 56 04.     (N)    082 39 15.     (W)     SCALED    
 HY1259* NAVD 88     -       235.497  (meters)     772.63   (feet)  ADJUSTED  
 HY1259  ___________________________________________________________________
 HY1259  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HY1259  DYNAMIC HT  -         235.348 (meters)     772.14  (feet)  COMP
 HY1259  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 HY1259
 HY1259  VERT ORDER  -  SECOND    CLASS 0
 HY1259
 HY1259.The horizontal coordinates were scaled from a topographic map and have
 HY1259.an estimated accuracy of +/- 6 seconds.
 HY1259
 HY1259.The orthometric height was determined by differential leveling
 HY1259.and adjusted by the National Geodetic Survey in June 1991..
 HY1259
 HY1259.The geoid height was determined by GEOID03.
 HY1259
 HY1259.The dynamic height is computed by dividing the NAVD 88
 HY1259.geopotential number by the normal gravity value computed on the
 HY1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1259.degrees latitude (g = 980.6199 gals.).
 HY1259
 HY1259.The modeled gravity was interpolated from observed gravity values.
 HY1259
 HY1259;                    North         East    Units  Estimated Accuracy
 HY1259;SPC OH S     -   103,750.      586,630.      MT  (+/- 180 meters Scaled)
 HY1259
 HY1259                          SUPERSEDED SURVEY CONTROL
 HY1259
 HY1259  NGVD 29 (??/??/92)  235.664  (m)          773.17   (f) ADJ UNCH    2 0
 HY1259
 HY1259.Superseded values are not recommended for survey control.
 HY1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1259.See file dsdata.txt to determine how the superseded data were derived.
 HY1259
 HY1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD566108(NAD 83)
 HY1259_MARKER: N = NAIL
 HY1259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1259_SP_SET: OAK TREE ROOT
 HY1259_STAMPING: BN
 HY1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1259
 HY1259  HISTORY     - Date     Condition        Report By
 HY1259  HISTORY     - UNK      MONUMENTED       CGS
 HY1259  HISTORY     - 1958     GOOD             NGS
 HY1259
 HY1259                          STATION DESCRIPTION
 HY1259
 HY1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1259'11.1 MI S FROM JACKSON.
 HY1259'ABOUT 9.55 MI SW ALONG STATE HIGHWAY 139 FROM THE COURT HOUSE
 HY1259'AT JACKSON, THENCE ABOUT 1.55 MI E ALONG A BLACK-TOP ROAD,
 HY1259'AT A BLACK-TOP CROSSROAD.  SET IN A NOTCH IN THE TOP OF LARGE
 HY1259'ROOT ON THE SW SIDE OF A 40-IN OAK TREE, 20.1 FT W OF BENCH
 HY1259'MARK P 227.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0030 ***********************************************************************
 KZ0030  DESIGNATION -  BN=NAIL
 KZ0030  PID         -  KZ0030
 KZ0030  STATE/COUNTY-  OH/RICHLAND
 KZ0030  USGS QUAD   -  PAVONIA (1984)
 KZ0030
 KZ0030                         *CURRENT SURVEY CONTROL
 KZ0030  ___________________________________________________________________
 KZ0030* NAD 83(1986)-  40 46 41.     (N)    082 27 04.     (W)     SCALED    
 KZ0030* NAVD 88     -       404.691  (meters)    1327.72   (feet)  ADJUSTED  
 KZ0030  ___________________________________________________________________
 KZ0030  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KZ0030  DYNAMIC HT  -         404.499 (meters)    1327.09  (feet)  COMP
 KZ0030  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 KZ0030
 KZ0030  VERT ORDER  -  SECOND    CLASS 0
 KZ0030
 KZ0030.The horizontal coordinates were scaled from a topographic map and have
 KZ0030.an estimated accuracy of +/- 6 seconds.
 KZ0030
 KZ0030.The orthometric height was determined by differential leveling
 KZ0030.and adjusted by the National Geodetic Survey in June 1991..
 KZ0030
 KZ0030.The geoid height was determined by GEOID03.
 KZ0030
 KZ0030.The dynamic height is computed by dividing the NAVD 88
 KZ0030.geopotential number by the normal gravity value computed on the
 KZ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0030.degrees latitude (g = 980.6199 gals.).
 KZ0030
 KZ0030.The modeled gravity was interpolated from observed gravity values.
 KZ0030
 KZ0030;                    North         East    Units  Estimated Accuracy
 KZ0030;SPC OH N     -   123,420.      604,130.      MT  (+/- 180 meters Scaled)
 KZ0030
 KZ0030                          SUPERSEDED SURVEY CONTROL
 KZ0030
 KZ0030  NGVD 29 (??/??/92)  404.853  (m)         1328.26   (f) ADJ UNCH    2 0
 KZ0030
 KZ0030.Superseded values are not recommended for survey control.
 KZ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0030.See file dsdata.txt to determine how the superseded data were derived.
 KZ0030
 KZ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF775151(NAD 83)
 KZ0030_MARKER: N = NAIL
 KZ0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0030_SP_SET: OAK TREE ROOT
 KZ0030_STAMPING: BN
 KZ0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0030
 KZ0030  HISTORY     - Date     Condition        Report By
 KZ0030  HISTORY     - UNK      MONUMENTED       CGS
 KZ0030  HISTORY     - 1959     GOOD             NGS
 KZ0030
 KZ0030                          STATION DESCRIPTION
 KZ0030
 KZ0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0030'3.3 MI E FROM MANSFIELD.
 KZ0030'3.3 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE EAST END OF
 KZ0030'OVERPASS OVER STATE HIGHWAY 13 AT MANSFIELD, ABOUT 1.0 MILE EAST OF
 KZ0030'EAST END OF OVERPASS OVER U.S. HIGHWAY 42, 0.25 MILE WEST OF
 KZ0030'CROSSING OF LAVER ROAD, ON THE EAST SLOPE OF A LONG GRADE, SET
 KZ0030'IN A SMALL NOTCH CUT IN THE TOP OF A LARGE ROOT ON THE NORTH SIDE
 KZ0030'OF A 40-INCH OAK TREE, 16 FEET NORTHEAST OF BENCH MARK S 259.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3048 ***********************************************************************
 MB3048  DESIGNATION -  BO 104
 MB3048  PID         -  MB3048
 MB3048  STATE/COUNTY-  OH/SUMMIT
 MB3048  USGS QUAD   -  PENINSULA (1994)
 MB3048
 MB3048                         *CURRENT SURVEY CONTROL
 MB3048  ___________________________________________________________________
 MB3048* NAD 83(1995)-  41 13 37.98206(N)    081 32 44.60193(W)     ADJUSTED  
 MB3048* NAVD 88     -       216.6    (meters)     711.     (feet)  VERTCON   
 MB3048  ___________________________________________________________________
 MB3048  X           -     706,304.625 (meters)                     COMP
 MB3048  Y           -  -4,751,931.791 (meters)                     COMP
 MB3048  Z           -   4,181,555.075 (meters)                     COMP
 MB3048  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 MB3048  ELLIP HEIGHT-         182.86  (meters)          (10/07/05) GPS OBS
 MB3048  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB3048
 MB3048  HORZ ORDER  -  FIRST
 MB3048  ELLP ORDER  -  FOURTH    CLASS I
 MB3048
 MB3048.The horizontal coordinates were established by GPS observations
 MB3048.and adjusted by the National Geodetic Survey in April 1998..
 MB3048
 MB3048.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3048
 MB3048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3048
 MB3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3048
 MB3048.The ellipsoidal height was determined by GPS observations
 MB3048.and is referenced to NAD 83.
 MB3048
 MB3048.The geoid height was determined by GEOID03.
 MB3048
 MB3048;                    North         East     Units Scale Factor Converg.
 MB3048;SPC OH N     -   173,731.142   680,005.781   MT  0.99994300   +0 37 36.9
 MB3048;UTM  17      - 4,564,124.386   454,261.764   MT  0.99962575   -0 21 34.8
 MB3048
 MB3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3048!SPC OH N     -   0.99997132  x   0.99994300  =   0.99991432
 MB3048!UTM  17      -   0.99997132  x   0.99962575  =   0.99959708
 MB3048
 MB3048:                Primary Azimuth Mark                     Grid Az
 MB3048:SPC OH N     -  BO 120                                   356 54 30.5
 MB3048:UTM  17      -  BO 120                                   357 53 42.2
 MB3048
 MB3048|---------------------------------------------------------------------|
 MB3048| PID    Reference Object                     Distance      Geod. Az  |
 MB3048|                                                           dddmmss.s |
 MB3048| MB3054 BO 120                              APPROX. 0.5 KM 3573207.4 |
 MB3048|---------------------------------------------------------------------|
 MB3048
 MB3048                          SUPERSEDED SURVEY CONTROL
 MB3048
 MB3048  ELLIP H (04/01/98)  182.91   (m)                       GP(       ) 4 1
 MB3048  NAD 83(1986)-  41 13 37.99112(N)    081 32 44.60292(W) AD(       ) 1
 MB3048  NGVD 29 (09/26/91)  216.8    (m)          711.     (f) GPS OBS        
 MB3048
 MB3048.Superseded values are not recommended for survey control.
 MB3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3048.See file dsdata.txt to determine how the superseded data were derived.
 MB3048
 MB3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5426264124(NAD 83)
 MB3048_MARKER: DD = SURVEY DISK
 MB3048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3048_SP_SET: CONCRETE POST
 MB3048_STAMPING: BO-104
 MB3048_MARK LOGO: OH-153
 MB3048_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3048+STABILITY: SURFACE MOTION
 MB3048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3048+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3048
 MB3048  HISTORY     - Date     Condition        Report By
 MB3048  HISTORY     - 1990     MONUMENTED       OH-153
 MB3048
 MB3048                          STATION DESCRIPTION
 MB3048
 MB3048'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3048'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.64 MILES
 MB3048'NORTHWEST OF THE   CITY  OF AKRON.
 MB3048'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
 MB3048'STATE ROUTE 303 PROCEED EAST ALONG STATE ROUTE 303 2.27 MILES TO ITS
 MB3048'INTERSECTION WITH AKRON PENINSULA ROAD.  TURN RIGHT AND PROCEED SOUTH
 MB3048'ALONG AKRON PENINSULA ROAD 0.98 MILES TO THE STATION ON THE LEFT.
 MB3048'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3048'CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
 MB3048'AND STAMPED BO-104.  THE STATION IS 125.0 FEET EAST FROM THE
 MB3048'CENTERLINE OF AKRON PENINSULA ROAD AND 125.0 FEET NORTHWEST FROM THE
 MB3048'CENTERLINE OF TRUXELL ROAD.  THE STATION IS 505.32 METERS FROM STATION
 MB3048'BO-120.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3049 ***********************************************************************
 MB3049  DESIGNATION -  BO 109
 MB3049  PID         -  MB3049
 MB3049  STATE/COUNTY-  OH/SUMMIT
 MB3049  USGS QUAD   -  NORTHFIELD (1994)
 MB3049
 MB3049                         *CURRENT SURVEY CONTROL
 MB3049  ___________________________________________________________________
 MB3049* NAD 83(1995)-  41 16 33.44239(N)    081 34 05.04958(W)     ADJUSTED  
 MB3049* NAVD 88     -       200.8    (meters)     659.     (feet)  VERTCON   
 MB3049  ___________________________________________________________________
 MB3049  X           -     703,926.105 (meters)                     COMP
 MB3049  Y           -  -4,748,664.511 (meters)                     COMP
 MB3049  Z           -   4,185,614.258 (meters)                     COMP
 MB3049  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 MB3049  ELLIP HEIGHT-         167.00  (meters)          (10/07/05) GPS OBS
 MB3049  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB3049
 MB3049  HORZ ORDER  -  FIRST
 MB3049  ELLP ORDER  -  FOURTH    CLASS I
 MB3049
 MB3049.The horizontal coordinates were established by GPS observations
 MB3049.and adjusted by the National Geodetic Survey in April 1998..
 MB3049
 MB3049.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3049
 MB3049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3049
 MB3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3049
 MB3049.The ellipsoidal height was determined by GPS observations
 MB3049.and is referenced to NAD 83.
 MB3049
 MB3049.The geoid height was determined by GEOID03.
 MB3049
 MB3049;                    North         East     Units Scale Factor Converg.
 MB3049;SPC OH N     -   179,123.164   678,074.501   MT  0.99994573   +0 36 44.0
 MB3049;UTM  17      - 4,569,547.145   452,424.214   MT  0.99962786   -0 22 29.1
 MB3049
 MB3049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3049!SPC OH N     -   0.99997381  x   0.99994573  =   0.99991954
 MB3049!UTM  17      -   0.99997381  x   0.99962786  =   0.99960168
 MB3049
 MB3049                          SUPERSEDED SURVEY CONTROL
 MB3049
 MB3049  ELLIP H (04/01/98)  167.05   (m)                       GP(       ) 4 1
 MB3049  NAD 83(1995)-  41 16 33.45172(N)    081 34 05.05030(W) AD(       ) 1
 MB3049  NAD 83(1986)-  41 16 33.45179(N)    081 34 05.05015(W) AD(       ) 1
 MB3049  NGVD 29 (09/26/91)  201.0    (m)          659.     (f) GPS OBS        
 MB3049
 MB3049.Superseded values are not recommended for survey control.
 MB3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3049.See file dsdata.txt to determine how the superseded data were derived.
 MB3049
 MB3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5242469547(NAD 83)
 MB3049_MARKER: DD = SURVEY DISK
 MB3049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3049_SP_SET: CONCRETE POST
 MB3049_STAMPING: BO-109
 MB3049_MARK LOGO: OH-153
 MB3049_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3049+STABILITY: SURFACE MOTION
 MB3049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3049+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3049
 MB3049  HISTORY     - Date     Condition        Report By
 MB3049  HISTORY     - 1990     MONUMENTED       OH-153
 MB3049
 MB3049                          STATION DESCRIPTION
 MB3049
 MB3049'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3049'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.0 MILES
 MB3049'NORTHEAST OF THE VILLAGE OF RICHFIELD.
 MB3049'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
 MB3049'U.S. HIGHWAY 80 PROCEED NORTH ALONG U.S. HIGHWAY 271 1.55 MILES TO ITS
 MB3049'INTERSECTION WITH RIVERVIEW ROAD.  TURN LEFT AND PROCEED NORTH ALONG
 MB3049'RIVERVIEW ROAD 1.21 MILES TO THE STATION ON THE RIGHT.
 MB3049'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3049'CONCRETE FLUSH WITH THE GROUND AND STAMPED BO-109.  THE STATION IS
 MB3049'22.0 FEET WEST FROM THE CENTERLINE OF RAILROAD TIES, 58.0 FEET
 MB3049'NORTHEAST FROM A POWER POLE, 27.0 FEET EAST FROM THE CENTERLINE OF
 MB3049'RIVERVIEW ROAD AND 3.0 FEET NORTH FROM A METAL WITNESS POST.  THE
 MB3049'STATION IS 283.17 METERS FROM STATION BO-117.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3050 ***********************************************************************
 MB3050  DESIGNATION -  BO 110
 MB3050  PID         -  MB3050
 MB3050  STATE/COUNTY-  OH/SUMMIT
 MB3050  USGS QUAD   -  HUDSON (1984)
 MB3050
 MB3050                         *CURRENT SURVEY CONTROL
 MB3050  ___________________________________________________________________
 MB3050* NAD 83(1995)-  41 13 55.82200(N)    081 29 30.72406(W)     ADJUSTED  
 MB3050* NAVD 88     -       314.2    (meters)    1031.     (feet)  VERTCON   
 MB3050  ___________________________________________________________________
 MB3050  X           -     710,728.076 (meters)                     COMP
 MB3050  Y           -  -4,750,979.710 (meters)                     COMP
 MB3050  Z           -   4,182,033.376 (meters)                     COMP
 MB3050  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 MB3050  ELLIP HEIGHT-         280.54  (meters)          (10/07/05) GPS OBS
 MB3050  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB3050
 MB3050  HORZ ORDER  -  FIRST
 MB3050  ELLP ORDER  -  FOURTH    CLASS I
 MB3050
 MB3050.The horizontal coordinates were established by GPS observations
 MB3050.and adjusted by the National Geodetic Survey in April 1998..
 MB3050
 MB3050.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3050
 MB3050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3050
 MB3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3050
 MB3050.The ellipsoidal height was determined by GPS observations
 MB3050.and is referenced to NAD 83.
 MB3050
 MB3050.The geoid height was determined by GEOID03.
 MB3050
 MB3050;                    North         East     Units Scale Factor Converg.
 MB3050;SPC OH N     -   174,332.226   684,514.378   MT  0.99994325   +0 39 44.3
 MB3050;UTM  17      - 4,564,647.586   458,778.596   MT  0.99962091   -0 19 27.1
 MB3050
 MB3050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3050!SPC OH N     -   0.99995600  x   0.99994325  =   0.99989925
 MB3050!UTM  17      -   0.99995600  x   0.99962091  =   0.99957692
 MB3050
 MB3050:                Primary Azimuth Mark                     Grid Az
 MB3050:SPC OH N     -  HU 119                                   081 09 11.1
 MB3050:UTM  17      -  HU 119                                   082 08 22.5
 MB3050
 MB3050|---------------------------------------------------------------------|
 MB3050| PID    Reference Object                     Distance      Geod. Az  |
 MB3050|                                                           dddmmss.s |
 MB3050| MB3068 HU 119                              461.820 METERS 0814855.4 |
 MB3050|---------------------------------------------------------------------|
 MB3050
 MB3050                          SUPERSEDED SURVEY CONTROL
 MB3050
 MB3050  ELLIP H (04/01/98)  280.59   (m)                       GP(       ) 4 1
 MB3050  NAD 83(1986)-  41 13 55.83154(N)    081 29 30.72462(W) AD(       ) 1
 MB3050  NGVD 29 (09/26/91)  314.4    (m)         1031.     (f) GPS OBS        
 MB3050
 MB3050.Superseded values are not recommended for survey control.
 MB3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3050.See file dsdata.txt to determine how the superseded data were derived.
 MB3050
 MB3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5877964648(NAD 83)
 MB3050_MARKER: DD = SURVEY DISK
 MB3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3050_SP_SET: CONCRETE POST
 MB3050_STAMPING: BO-110
 MB3050_MARK LOGO: OH-153
 MB3050_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3050+STABILITY: SURFACE MOTION
 MB3050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3050+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3050
 MB3050  HISTORY     - Date     Condition        Report By
 MB3050  HISTORY     - 1990     MONUMENTED       OH-153
 MB3050
 MB3050                          STATION DESCRIPTION
 MB3050
 MB3050'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3050'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.75 MILES
 MB3050'SOUTHWEST OF THE VILLAGE OF HUDSON.
 MB3050'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 8 AND STATE
 MB3050'ROUTE 303 PROCEED WEST ALONG STATE ROUTE 303 0.07 MILES TO THE STATION
 MB3050'ON THE LEFT.
 MB3050'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3050'CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
 MB3050'AND STAMPED BO-110.  THE STATION IS 3.0 FEET NORTHWEST FROM A METAL
 MB3050'WITNESS POST, 44.0 FEET NORTHWEST FROM LIMITED ACCESS FENCE CORNER,
 MB3050'23.0 FEET WEST FROM A CATCH BASIN, AND 18.0 FEET SOUTHWEST FROM AN
 MB3050'ELECTRICAL BOX COVER, 56.5 FEET SOUTH FROM THE CENTERLINE OF STATE
 MB3050'ROUTE 303, AND 63.0 FEET EAST FROM THE CENTERLINE OF AKRON CLEVELAND
 MB3050'ROAD.  THE STATION IS 461.84 METERS FROM STATION HU-119.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3051 ***********************************************************************
 MB3051  DESIGNATION -  BO 117
 MB3051  PID         -  MB3051
 MB3051  STATE/COUNTY-  OH/SUMMIT
 MB3051  USGS QUAD   -  NORTHFIELD (1994)
 MB3051
 MB3051                         *CURRENT SURVEY CONTROL
 MB3051  ___________________________________________________________________
 MB3051* NAD 83(1995)-  41 16 27.46494(N)    081 34 14.28607(W)     ADJUSTED  
 MB3051* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 MB3051  ___________________________________________________________________
 MB3051  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 MB3051  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB3051
 MB3051  HORZ ORDER  -  SECOND
 MB3051
 MB3051.The horizontal coordinates were established by classical geodetic methods
 MB3051.and adjusted by the National Geodetic Survey in April 1998..
 MB3051.No horizontal observational check was made to the station.
 MB3051
 MB3051.The orthometric height was scaled from a topographic map.
 MB3051
 MB3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3051
 MB3051.The geoid height was determined by GEOID03.
 MB3051
 MB3051;                    North         East     Units Scale Factor Converg.
 MB3051;SPC OH N     -   178,936.488   677,861.528   MT  0.99994562   +0 36 38.0
 MB3051;UTM  17      - 4,569,364.223   452,208.125   MT  0.99962811   -0 22 35.2
 MB3051
 MB3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3051!SPC OH N     -   0.99997396  x   0.99994562  =   0.99991959
 MB3051!UTM  17      -   0.99997396  x   0.99962811  =   0.99960208
 MB3051
 MB3051                          SUPERSEDED SURVEY CONTROL
 MB3051
 MB3051  NAD 83(1995)-  41 16 27.47428(N)    081 34 14.28680(W) AD(       ) 2
 MB3051  NAD 83(1986)-  41 16 27.47434(N)    081 34 14.28664(W) AD(       ) 2
 MB3051
 MB3051.Superseded values are not recommended for survey control.
 MB3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3051.See file dsdata.txt to determine how the superseded data were derived.
 MB3051
 MB3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5220869364(NAD 83)
 MB3051_MARKER: DD = SURVEY DISK
 MB3051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3051_SP_SET: CONCRETE POST
 MB3051_STAMPING: BO-117
 MB3051_MARK LOGO: OH-153
 MB3051_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3051+STABILITY: SURFACE MOTION
 MB3051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3051+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3051
 MB3051  HISTORY     - Date     Condition        Report By
 MB3051  HISTORY     - 1990     MONUMENTED       OH-153
 MB3051
 MB3051                          STATION DESCRIPTION
 MB3051
 MB3051'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3051'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.0 MILES
 MB3051'NORTHEAST OF THE VILLAGE OF RICHFIELD.
 MB3051'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
 MB3051'U.S. HIGHWAY 80 PROCEED NORTH ALONG U.S. HIGHWAY 271 1.55 MILES TO ITS
 MB3051'INTERSECTION WITH RIVERVIEW ROAD.  TURN LEFT AND PROCEED NORTH ALONG
 MB3051'RIVERVIEW ROAD 1.2 MILES TO ITS INTERSECTION WITH COLUMBIA ROAD.  TURN
 MB3051'LEFT AND WEST ALONG COLUMBIA ROAD 0.2 MILES TO THE STATION ON THE
 MB3051'LEFT.
 MB3051'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3051'CONCRETE FLUSH WITH THE GROUND AND STAMPED BO-117.  THE STATION IS
 MB3051'12.0 FEET NORTHEAST FROM A 40 INCH TREE, 3.0 FEET NORTH FROM A METAL
 MB3051'WITNESS POST, AND 18.0 FEET SOUTHWEST FROM THE CENTERLINE OF COLUMBIA
 MB3051'ROAD.  THE STATION IS 283.17 METERS FROM STATION BO-109.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3052 ***********************************************************************
 MB3052  DESIGNATION -  BO 118
 MB3052  PID         -  MB3052
 MB3052  STATE/COUNTY-  OH/SUMMIT
 MB3052  USGS QUAD   -  PENINSULA (1994)
 MB3052
 MB3052                         *CURRENT SURVEY CONTROL
 MB3052  ___________________________________________________________________
 MB3052* NAD 83(1995)-  41 12 28.43426(N)    081 34 15.43721(W)     ADJUSTED  
 MB3052* NAVD 88     -       221.9    (meters)     728.     (feet)  VERTCON   
 MB3052  ___________________________________________________________________
 MB3052  X           -     704,419.726 (meters)                     COMP
 MB3052  Y           -  -4,753,644.899 (meters)                     COMP
 MB3052  Z           -   4,179,944.716 (meters)                     COMP
 MB3052  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 MB3052  ELLIP HEIGHT-         188.28  (meters)          (10/07/05) GPS OBS
 MB3052  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB3052
 MB3052  HORZ ORDER  -  FIRST
 MB3052  ELLP ORDER  -  FOURTH    CLASS I
 MB3052
 MB3052.The horizontal coordinates were established by GPS observations
 MB3052.and adjusted by the National Geodetic Survey in April 1998..
 MB3052
 MB3052.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3052
 MB3052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3052
 MB3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3052
 MB3052.The ellipsoidal height was determined by GPS observations
 MB3052.and is referenced to NAD 83.
 MB3052
 MB3052.The geoid height was determined by GEOID03.
 MB3052
 MB3052;                    North         East     Units Scale Factor Converg.
 MB3052;SPC OH N     -   171,563.034   677,913.284   MT  0.99994212   +0 36 37.2
 MB3052;UTM  17      - 4,561,993.299   452,132.920   MT  0.99962820   -0 22 34.1
 MB3052
 MB3052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3052!SPC OH N     -   0.99997047  x   0.99994212  =   0.99991259
 MB3052!UTM  17      -   0.99997047  x   0.99962820  =   0.99959868
 MB3052
 MB3052                          SUPERSEDED SURVEY CONTROL
 MB3052
 MB3052  ELLIP H (04/01/98)  188.33   (m)                       GP(       ) 4 1
 MB3052  NAD 83(1986)-  41 12 28.44324(N)    081 34 15.43829(W) AD(       ) 1
 MB3052  NGVD 29 (09/26/91)  222.2    (m)          729.     (f) GPS OBS        
 MB3052
 MB3052.Superseded values are not recommended for survey control.
 MB3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3052.See file dsdata.txt to determine how the superseded data were derived.
 MB3052
 MB3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5213361993(NAD 83)
 MB3052_MARKER: DD = SURVEY DISK
 MB3052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3052_SP_SET: CONCRETE POST
 MB3052_STAMPING: BO-118
 MB3052_MARK LOGO: OH-153
 MB3052_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3052+STABILITY: SURFACE MOTION
 MB3052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3052+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3052
 MB3052  HISTORY     - Date     Condition        Report By
 MB3052  HISTORY     - 1990     MONUMENTED       OH-153
 MB3052
 MB3052                          STATION DESCRIPTION
 MB3052
 MB3052'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3052'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 9.67 MILES
 MB3052'NORTHWEST OF THE   CITY  OF AKRON.
 MB3052'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
 MB3052'STATE ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 1.84 MILES TO ITS
 MB3052'INTERSECTION WITH EVERETT ROAD, ROUTE 47.  TURN LEFT AND PROCEED EAST
 MB3052'ALONG EVERETT ROAD 2.94 MILES TO ITS INTERSECTION WITH RIVERVIEW ROAD.
 MB3052'TURN LEFT AND PROCEED NORTH ALONG RIVERVIEW ROAD 0.21 MILES TO THE
 MB3052'STATION ON THE LEFT.
 MB3052'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3052'CONCRETE FLUSH WITH THE GROUND AND STAMPED BO-118.  THE STATION IS
 MB3052'27.0 FEET WEST FROM THE CENTERLINE OF RIVERVIEW ROAD, 21.0 FEET NORTH
 MB3052'FROM THE NORTHWEST CORNER OF CONCRETE BURIED CABLE MARKER OH 007117,
 MB3052'3.0 FEET SOUTH FROM A METAL WITNESS POST, AND 17.0 FEET EAST FROM THE
 MB3052'CENTERLINE OF RAILROAD TIES.  THE STATION IS 471.23 METERS FROM
 MB3052'STATION BO-119.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3053 ***********************************************************************
 MB3053  DESIGNATION -  BO 119
 MB3053  PID         -  MB3053
 MB3053  STATE/COUNTY-  OH/SUMMIT
 MB3053  USGS QUAD   -  PENINSULA (1994)
 MB3053
 MB3053                         *CURRENT SURVEY CONTROL
 MB3053  ___________________________________________________________________
 MB3053* NAD 83(1995)-  41 12 13.53174(N)    081 34 19.87567(W)     ADJUSTED  
 MB3053* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 MB3053  ___________________________________________________________________
 MB3053  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 MB3053  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB3053
 MB3053  HORZ ORDER  -  SECOND
 MB3053
 MB3053.The horizontal coordinates were established by classical geodetic methods
 MB3053.and adjusted by the National Geodetic Survey in April 1998..
 MB3053.No horizontal observational check was made to the station.
 MB3053
 MB3053.The orthometric height was scaled from a topographic map.
 MB3053
 MB3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3053
 MB3053.The geoid height was determined by GEOID03.
 MB3053
 MB3053;                    North         East     Units Scale Factor Converg.
 MB3053;SPC OH N     -   171,102.252   677,814.782   MT  0.99994195   +0 36 34.3
 MB3053;UTM  17      - 4,561,534.425   452,026.534   MT  0.99962832   -0 22 36.9
 MB3053
 MB3053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3053!SPC OH N     -   0.99997049  x   0.99994195  =   0.99991244
 MB3053!UTM  17      -   0.99997049  x   0.99962832  =   0.99959882
 MB3053
 MB3053                          SUPERSEDED SURVEY CONTROL
 MB3053
 MB3053  NAD 83(1986)-  41 12 13.54073(N)    081 34 19.87675(W) AD(       ) 2
 MB3053
 MB3053.Superseded values are not recommended for survey control.
 MB3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3053.See file dsdata.txt to determine how the superseded data were derived.
 MB3053
 MB3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5202761534(NAD 83)
 MB3053_MARKER: DD = SURVEY DISK
 MB3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3053_SP_SET: CONCRETE POST
 MB3053_STAMPING: BO-119
 MB3053_MARK LOGO: OH-153
 MB3053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3053+STABILITY: SURFACE MOTION
 MB3053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3053+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3053
 MB3053  HISTORY     - Date     Condition        Report By
 MB3053  HISTORY     - 1990     MONUMENTED       OH-153
 MB3053
 MB3053                          STATION DESCRIPTION
 MB3053
 MB3053'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3053'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 9.67 MILES
 MB3053'NORTHWEST OF THE   CITY  OF AKRON.
 MB3053'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
 MB3053'STATE ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 1.84 MILES TO ITS
 MB3053'INTERSECTION WITH EVERETT ROAD, ROUTE 47.  TURN LEFT AND PROCEED EAST
 MB3053'ALONG EVERETT ROAD 2.94 MILES TO ITS INTERSECTION WITH RIVERVIEW ROAD.
 MB3053'TURN RIGHT AND PROCEED SOUTH ALONG RIVERVIEW ROAD 275 FEET TO THE
 MB3053'STATION ON THE LEFT.
 MB3053'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3053'CONCRETE BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX STAMPED
 MB3053'BO-119.  THE STATION IS 13.0 FEET EAST FROM THE CENTERLINE OF
 MB3053'RIVERVIEW ROAD, 7.0 FEET WEST FROM A METAL WITNESS POST, AND 8.0 FEET
 MB3053'NORTHWEST FROM POLE NUMBER 80 830 6101 060.  THE STATION IS 471.23
 MB3053'METERS FROM STATION BO-118.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3054 ***********************************************************************
 MB3054  DESIGNATION -  BO 120
 MB3054  PID         -  MB3054
 MB3054  STATE/COUNTY-  OH/SUMMIT
 MB3054  USGS QUAD   -  PENINSULA (1994)
 MB3054
 MB3054                         *CURRENT SURVEY CONTROL
 MB3054  ___________________________________________________________________
 MB3054* NAD 83(1995)-  41 13 54.34676(N)    081 32 45.53497(W)     ADJUSTED  
 MB3054* NAVD 88     -       217.2    (meters)     713.     (feet)  VERTCON   
 MB3054  ___________________________________________________________________
 MB3054  X           -     706,234.283 (meters)                     COMP
 MB3054  Y           -  -4,751,606.338 (meters)                     COMP
 MB3054  Z           -   4,181,935.188 (meters)                     COMP
 MB3054  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 MB3054  ELLIP HEIGHT-         183.50  (meters)          (10/07/05) GPS OBS
 MB3054  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB3054
 MB3054  HORZ ORDER  -  THIRD
 MB3054  ELLP ORDER  -  FOURTH    CLASS I
 MB3054
 MB3054.The horizontal coordinates were established by GPS observations
 MB3054.and adjusted by the National Geodetic Survey in April 1998..
 MB3054
 MB3054.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3054
 MB3054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3054
 MB3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3054
 MB3054.The ellipsoidal height was determined by GPS observations
 MB3054.and is referenced to NAD 83.
 MB3054
 MB3054.The geoid height was determined by GEOID03.
 MB3054
 MB3054;                    North         East     Units Scale Factor Converg.
 MB3054;SPC OH N     -   174,235.689   679,978.531   MT  0.99994323   +0 37 36.3
 MB3054;UTM  17      - 4,564,629.167   454,243.211   MT  0.99962577   -0 21 35.5
 MB3054
 MB3054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3054!SPC OH N     -   0.99997122  x   0.99994323  =   0.99991445
 MB3054!UTM  17      -   0.99997122  x   0.99962577  =   0.99959700
 MB3054
 MB3054:                Primary Azimuth Mark                     Grid Az
 MB3054:SPC OH N     -  BO 104                                   176 54 30.5
 MB3054:UTM  17      -  BO 104                                   177 53 42.3
 MB3054
 MB3054|---------------------------------------------------------------------|
 MB3054| PID    Reference Object                     Distance      Geod. Az  |
 MB3054|                                                           dddmmss.s |
 MB3054| MB3048 BO 104                              APPROX. 0.5 KM 1773206.8 |
 MB3054|---------------------------------------------------------------------|
 MB3054
 MB3054                          SUPERSEDED SURVEY CONTROL
 MB3054
 MB3054  ELLIP H (04/01/98)  183.55   (m)                       GP(       ) 4 1
 MB3054  NAD 83(1986)-  41 13 54.35583(N)    081 32 45.53595(W) AD(       ) 3
 MB3054  NGVD 29 (09/26/91)  217.4    (m)          713.     (f) GPS OBS        
 MB3054
 MB3054.Superseded values are not recommended for survey control.
 MB3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3054.See file dsdata.txt to determine how the superseded data were derived.
 MB3054
 MB3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5424364629(NAD 83)
 MB3054_MARKER: DD = SURVEY DISK
 MB3054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3054_SP_SET: CONCRETE POST
 MB3054_STAMPING: BO-120
 MB3054_MARK LOGO: OH-153
 MB3054_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3054+STABILITY: SURFACE MOTION
 MB3054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3054+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3054
 MB3054  HISTORY     - Date     Condition        Report By
 MB3054  HISTORY     - 1990     MONUMENTED       OH-153
 MB3054
 MB3054                          STATION DESCRIPTION
 MB3054
 MB3054'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3054'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.64 MILES
 MB3054'NORTHWEST OF THE   CITY  OF AKRON.
 MB3054'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
 MB3054'STATE ROUTE 303 PROCEED EAST ALONG STATE ROUTE 303 2.27 MILES TO ITS
 MB3054'INTERSECTION WITH AKRON PENINSULA ROAD.  TURN RIGHT AND PROCEED SOUTH
 MB3054'ALONG AKRON PENINSULA ROAD 0.6 MILES TO THE STATION ON THE LEFT.
 MB3054'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3054'CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
 MB3054'AND STAMPED BO-120.  THE STATION IS 16.0 FEET EAST FROM THE CENTERLINE
 MB3054'OF AKRON PENINSULA ROAD, 43.0 FEET NORTHWEST FROM POLE NUMBER 4001020,
 MB3054'AND 4.0 FEET WEST FROM A METAL WITNESS POST.  THE STATION IS 505.32
 MB3054'METERS FROM STATION BO-104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3055 ***********************************************************************
 MB3055  DESIGNATION -  BO 121
 MB3055  PID         -  MB3055
 MB3055  STATE/COUNTY-  OH/SUMMIT
 MB3055  USGS QUAD   -  NORTHFIELD (1994)
 MB3055
 MB3055                         *CURRENT SURVEY CONTROL
 MB3055  ___________________________________________________________________
 MB3055* NAD 83(1995)-  41 15 18.14525(N)    081 31 08.28284(W)     ADJUSTED  
 MB3055* NAVD 88     -       294.8    (meters)     967.     (feet)  VERTCON   
 MB3055  ___________________________________________________________________
 MB3055  X           -     708,231.791 (meters)                     COMP
 MB3055  Y           -  -4,749,644.822 (meters)                     COMP
 MB3055  Z           -   4,183,930.224 (meters)                     COMP
 MB3055  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 MB3055  ELLIP HEIGHT-         261.09  (meters)          (10/07/05) GPS OBS
 MB3055  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB3055
 MB3055  HORZ ORDER  -  FIRST
 MB3055  ELLP ORDER  -  FOURTH    CLASS I
 MB3055
 MB3055.The horizontal coordinates were established by GPS observations
 MB3055.and adjusted by the National Geodetic Survey in April 1998..
 MB3055
 MB3055.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3055
 MB3055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3055
 MB3055.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3055
 MB3055.The ellipsoidal height was determined by GPS observations
 MB3055.and is referenced to NAD 83.
 MB3055
 MB3055.The geoid height was determined by GEOID03.
 MB3055
 MB3055;                    North         East     Units Scale Factor Converg.
 MB3055;SPC OH N     -   176,845.655   682,214.074   MT  0.99994447   +0 38 40.2
 MB3055;UTM  17      - 4,567,199.430   456,522.638   MT  0.99962326   -0 20 32.0
 MB3055
 MB3055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3055!SPC OH N     -   0.99995905  x   0.99994447  =   0.99990352
 MB3055!UTM  17      -   0.99995905  x   0.99962326  =   0.99958232
 MB3055
 MB3055:                Primary Azimuth Mark                     Grid Az
 MB3055:SPC OH N     -  BO 122                                   092 04 14.8
 MB3055:UTM  17      -  BO 122                                   093 03 27.0
 MB3055
 MB3055|---------------------------------------------------------------------|
 MB3055| PID    Reference Object                     Distance      Geod. Az  |
 MB3055|                                                           dddmmss.s |
 MB3055| MB3056 BO 122                              456.937 METERS 0924255.0 |
 MB3055|---------------------------------------------------------------------|
 MB3055
 MB3055                          SUPERSEDED SURVEY CONTROL
 MB3055
 MB3055  ELLIP H (04/01/98)  261.14   (m)                       GP(       ) 4 1
 MB3055  NAD 83(1995)-  41 15 18.15440(N)    081 31 08.28375(W) AD(       ) 1
 MB3055  NAD 83(1986)-  41 15 18.15444(N)    081 31 08.28372(W) AD(       ) 1
 MB3055  NGVD 29 (09/26/91)  295.0    (m)          968.     (f) GPS OBS        
 MB3055
 MB3055.Superseded values are not recommended for survey control.
 MB3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3055.See file dsdata.txt to determine how the superseded data were derived.
 MB3055
 MB3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5652367199(NAD 83)
 MB3055_MARKER: DD = SURVEY DISK
 MB3055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3055_SP_SET: CONCRETE POST
 MB3055_STAMPING: BO-121
 MB3055_MARK LOGO: OH-153
 MB3055_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3055+STABILITY: SURFACE MOTION
 MB3055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3055+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3055
 MB3055  HISTORY     - Date     Condition        Report By
 MB3055  HISTORY     - 1990     MONUMENTED       OH-153
 MB3055
 MB3055                          STATION DESCRIPTION
 MB3055
 MB3055'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3055'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.24 MILES
 MB3055'NORTHWEST OF THE VILLAGE OF HUDSON.
 MB3055'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 MB3055'STATE ROUTE 8 PROCEED SOUTH ALONG STATE ROUTE 8 0.3 MILES TO ITS
 MB3055'INTERSECTION WITH BOSTON MILLS ROAD.  TURN RIGHT AND PROCEED WEST
 MB3055'ALONG BOSTON MILLS ROAD 1.02 MILES TO THE STATION ON THE RIGHT.
 MB3055'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3055'CONCRETE FLUSH WITH THE GROUND AND STAMPED BO-121.  THE STATION IS
 MB3055'50.0 FEET NORTHEAST FROM POWER POLE NUMBER BO-2893, 26.0 FEET NORTH
 MB3055'FROM THE CENTERLINE OF BOSTON MILLS ROAD, 19.5 FEET SOUTHEAST FROM
 MB3055'POWER POLE NUMBER BO-2892, AND 32.0 FEET SOUTHWEST FROM A POWER POLE.
 MB3055'THE STATION IS 456.95 METERS FROM STATION BO-122.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0766 ***********************************************************************
 MB0766  DESIGNATION -  BOA 2
 MB0766  PID         -  MB0766
 MB0766  STATE/COUNTY-  OH/MAHONING
 MB0766  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0766
 MB0766                         *CURRENT SURVEY CONTROL
 MB0766  ___________________________________________________________________
 MB0766* NAD 83(1986)-  41 02 45.     (N)    080 42 40.     (W)     SCALED    
 MB0766* NAVD 88     -       331.914  (meters)    1088.95   (feet)  ADJUSTED  
 MB0766  ___________________________________________________________________
 MB0766  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MB0766  DYNAMIC HT  -         331.760 (meters)    1088.45  (feet)  COMP
 MB0766  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 MB0766
 MB0766  VERT ORDER  -  SECOND    CLASS 0
 MB0766
 MB0766.The horizontal coordinates were scaled from a topographic map and have
 MB0766.an estimated accuracy of +/- 6 seconds.
 MB0766
 MB0766.The orthometric height was determined by differential leveling
 MB0766.and adjusted by the National Geodetic Survey in June 1991..
 MB0766
 MB0766.The geoid height was determined by GEOID03.
 MB0766
 MB0766.The dynamic height is computed by dividing the NAVD 88
 MB0766.geopotential number by the normal gravity value computed on the
 MB0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0766.degrees latitude (g = 980.6199 gals.).
 MB0766
 MB0766.The modeled gravity was interpolated from observed gravity values.
 MB0766
 MB0766;                    North         East    Units  Estimated Accuracy
 MB0766;SPC OH N     -   154,690.      750,390.      MT  (+/- 180 meters Scaled)
 MB0766
 MB0766                          SUPERSEDED SURVEY CONTROL
 MB0766
 MB0766  NGVD 29 (??/??/92)  332.084  (m)         1089.51   (f) ADJ UNCH    2 0
 MB0766
 MB0766.Superseded values are not recommended for survey control.
 MB0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0766.See file dsdata.txt to determine how the superseded data were derived.
 MB0766
 MB0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF242438(NAD 83)
 MB0766_MARKER: DD = SURVEY DISK
 MB0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0766_STAMPING: BOA 2
 MB0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0766+STABILITY: SURFACE MOTION
 MB0766
 MB0766  HISTORY     - Date     Condition        Report By
 MB0766  HISTORY     - UNK      MONUMENTED       OH-099
 MB0766  HISTORY     - 1950     GOOD             NGS
 MB0766
 MB0766                          STATION DESCRIPTION
 MB0766
 MB0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0766'1.1 MI S FROM CORNERSBURG.
 MB0766'ABOUT 1.1 MILES SOUTH ALONG TIPPECANOE ROAD FROM THE ZION
 MB0766'LUTHERAN CHURCH AT CORNERSBURG, AT THE INTERSECTION OF THE
 MB0766'CENTERLINE OF TIPPECANOE ROAD AND THE CENTERLINE OF SHIELDS
 MB0766'ROAD.  A MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST
 MB0766'CONCRETE POST, WHICH IS SET IN A CAST IRON WELL AND COVERED
 MB0766'WITH A CAST IRON COVER STAMPED WITH A LARGE M.  THE MARK IS
 MB0766'ABOUT 8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1141 ***********************************************************************
 KY1141  DESIGNATION -  BOA 20
 KY1141  PID         -  KY1141
 KY1141  STATE/COUNTY-  OH/MAHONING
 KY1141  USGS QUAD   -  COLUMBIANA (1994)
 KY1141
 KY1141                         *CURRENT SURVEY CONTROL
 KY1141  ___________________________________________________________________
 KY1141* NAD 83(1986)-  40 59 17.     (N)    080 40 35.     (W)     SCALED    
 KY1141* NAVD 88     -       315.988  (meters)    1036.70   (feet)  ADJUSTED  
 KY1141  ___________________________________________________________________
 KY1141  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY1141  DYNAMIC HT  -         315.838 (meters)    1036.21  (feet)  COMP
 KY1141  MODELED GRAV-     980,140.4   (mgal)                       NAVD 88
 KY1141
 KY1141  VERT ORDER  -  SECOND    CLASS 0
 KY1141
 KY1141.The horizontal coordinates were scaled from a topographic map and have
 KY1141.an estimated accuracy of +/- 6 seconds.
 KY1141
 KY1141.The orthometric height was determined by differential leveling
 KY1141.and adjusted by the National Geodetic Survey in June 1991..
 KY1141
 KY1141.The geoid height was determined by GEOID03.
 KY1141
 KY1141.The dynamic height is computed by dividing the NAVD 88
 KY1141.geopotential number by the normal gravity value computed on the
 KY1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1141.degrees latitude (g = 980.6199 gals.).
 KY1141
 KY1141.The modeled gravity was interpolated from observed gravity values.
 KY1141
 KY1141;                    North         East    Units  Estimated Accuracy
 KY1141;SPC OH N     -   148,340.      753,440.      MT  (+/- 180 meters Scaled)
 KY1141
 KY1141                          SUPERSEDED SURVEY CONTROL
 KY1141
 KY1141  NGVD 29 (??/??/92)  316.150  (m)         1037.24   (f) ADJ UNCH    2 0
 KY1141
 KY1141.Superseded values are not recommended for survey control.
 KY1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1141.See file dsdata.txt to determine how the superseded data were derived.
 KY1141
 KY1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF272374(NAD 83)
 KY1141_MARKER: DD = SURVEY DISK
 KY1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1141_STAMPING: BOA 20
 KY1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1141+STABILITY: SURFACE MOTION
 KY1141
 KY1141  HISTORY     - Date     Condition        Report By
 KY1141  HISTORY     - UNK      MONUMENTED       OH-099
 KY1141  HISTORY     - 1950     GOOD             NGS
 KY1141
 KY1141                          STATION DESCRIPTION
 KY1141
 KY1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1141'0.6 MI W FROM WOODSWORTH.
 KY1141'ABOUT 0.6 MILE WEST ALONG WESTERN RESERVE ROAD FROM ITS
 KY1141'INTERSECTION WITH STATE HIGHWAYS 7 AND 626 AT WOODSWORTH, AT
 KY1141'THE JUNCTION OF THE CENTERLINE OF WESTERN RESERVE ROAD AND THE
 KY1141'CENTERLINE OF HITCHCOCK ROAD.  A MAHONING COUNTY DISK SET IN
 KY1141'THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST
 KY1141'IRON WELL AND COVERED WITH A CAST IRON COVER STAMPED WITH A
 KY1141'LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF
 KY1141'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0731 ***********************************************************************
 MB0731  DESIGNATION -  BOA 30
 MB0731  PID         -  MB0731
 MB0731  STATE/COUNTY-  OH/MAHONING
 MB0731  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0731
 MB0731                         *CURRENT SURVEY CONTROL
 MB0731  ___________________________________________________________________
 MB0731* NAD 83(1986)-  41 03 39.     (N)    080 39 42.     (W)     SCALED    
 MB0731* NAVD 88     -       335.831  (meters)    1101.81   (feet)  ADJUSTED  
 MB0731  ___________________________________________________________________
 MB0731  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 MB0731  DYNAMIC HT  -         335.675 (meters)    1101.29  (feet)  COMP
 MB0731  MODELED GRAV-     980,150.4   (mgal)                       NAVD 88
 MB0731
 MB0731  VERT ORDER  -  SECOND    CLASS 0
 MB0731
 MB0731.The horizontal coordinates were scaled from a topographic map and have
 MB0731.an estimated accuracy of +/- 6 seconds.
 MB0731
 MB0731.The orthometric height was determined by differential leveling
 MB0731.and adjusted by the National Geodetic Survey in June 1991..
 MB0731
 MB0731.The geoid height was determined by GEOID03.
 MB0731
 MB0731.The dynamic height is computed by dividing the NAVD 88
 MB0731.geopotential number by the normal gravity value computed on the
 MB0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0731.degrees latitude (g = 980.6199 gals.).
 MB0731
 MB0731.The modeled gravity was interpolated from observed gravity values.
 MB0731
 MB0731;                    North         East    Units  Estimated Accuracy
 MB0731;SPC OH N     -   156,450.      754,510.      MT  (+/- 180 meters Scaled)
 MB0731
 MB0731                          SUPERSEDED SURVEY CONTROL
 MB0731
 MB0731  NGVD 29 (??/??/92)  336.003  (m)         1102.37   (f) ADJ UNCH    2 0
 MB0731
 MB0731.Superseded values are not recommended for survey control.
 MB0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0731.See file dsdata.txt to determine how the superseded data were derived.
 MB0731
 MB0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF284455(NAD 83)
 MB0731_MARKER: DD = SURVEY DISK
 MB0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0731_STAMPING: BOA 30
 MB0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0731+STABILITY: SURFACE MOTION
 MB0731
 MB0731  HISTORY     - Date     Condition        Report By
 MB0731  HISTORY     - UNK      MONUMENTED       OH-099
 MB0731  HISTORY     - 1950     GOOD             NGS
 MB0731  HISTORY     - 20051212 MARK NOT FOUND   GEOCAC
 MB0731
 MB0731                          STATION DESCRIPTION
 MB0731
 MB0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0731'AT YOUNGSTOWN.
 MB0731'AT THE INTERSECTION OF THE CENTERLINE OF MARKET STREET AND THE
 MB0731'CENTERLINE OF MIDLOTHIAN BOULEVARD.  A MAHONING COUNTY DISK SET
 MB0731'IN THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST IRON
 MB0731'WELL AND COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE
 MB0731'M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
 MB0731
 MB0731                          STATION RECOVERY (2005)
 MB0731
 MB0731'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 MB0731'THE LOCATION OF THE MARK IS COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0730 ***********************************************************************
 MB0730  DESIGNATION -  BOA 9
 MB0730  PID         -  MB0730
 MB0730  STATE/COUNTY-  OH/MAHONING
 MB0730  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0730
 MB0730                         *CURRENT SURVEY CONTROL
 MB0730  ___________________________________________________________________
 MB0730* NAD 83(1986)-  41 03 39.     (N)    080 40 22.     (W)     SCALED    
 MB0730* NAVD 88     -       315.438  (meters)    1034.90   (feet)  ADJUSTED  
 MB0730  ___________________________________________________________________
 MB0730  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0730  DYNAMIC HT  -         315.292 (meters)    1034.42  (feet)  COMP
 MB0730  MODELED GRAV-     980,150.7   (mgal)                       NAVD 88
 MB0730
 MB0730  VERT ORDER  -  SECOND    CLASS 0
 MB0730
 MB0730.The horizontal coordinates were scaled from a topographic map and have
 MB0730.an estimated accuracy of +/- 6 seconds.
 MB0730
 MB0730.The orthometric height was determined by differential leveling
 MB0730.and adjusted by the National Geodetic Survey in June 1991..
 MB0730
 MB0730.The geoid height was determined by GEOID03.
 MB0730
 MB0730.The dynamic height is computed by dividing the NAVD 88
 MB0730.geopotential number by the normal gravity value computed on the
 MB0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0730.degrees latitude (g = 980.6199 gals.).
 MB0730
 MB0730.The modeled gravity was interpolated from observed gravity values.
 MB0730
 MB0730;                    North         East    Units  Estimated Accuracy
 MB0730;SPC OH N     -   156,430.      753,570.      MT  (+/- 180 meters Scaled)
 MB0730
 MB0730                          SUPERSEDED SURVEY CONTROL
 MB0730
 MB0730  NGVD 29 (??/??/92)  315.611  (m)         1035.47   (f) ADJ UNCH    2 0
 MB0730
 MB0730.Superseded values are not recommended for survey control.
 MB0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0730.See file dsdata.txt to determine how the superseded data were derived.
 MB0730
 MB0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF274455(NAD 83)
 MB0730_MARKER: DD = SURVEY DISK
 MB0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0730_STAMPING: BOA 9
 MB0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0730+STABILITY: SURFACE MOTION
 MB0730
 MB0730  HISTORY     - Date     Condition        Report By
 MB0730  HISTORY     - UNK      MONUMENTED       OH-099
 MB0730  HISTORY     - 1950     GOOD             NGS
 MB0730
 MB0730                          STATION DESCRIPTION
 MB0730
 MB0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0730'AT YOUNGSTOWN.
 MB0730'AT THE INTERSECTION OF THE CENTERLINE OF GLENWOOD AVENUE AND
 MB0730'THE CENTERLINE OF MIDLOTHIAN BOULEVARD.  A MAHONING COUNTY DISK
 MB0730'SET IN THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A
 MB0730'CAST IRON WELL AND COVERED WITH A CAST IRON COVER STAMPED WITH
 MB0730'A LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE
 MB0730'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1892 ***********************************************************************
 JY1892  DESIGNATION -  BOB
 JY1892  PID         -  JY1892
 JY1892  STATE/COUNTY-  OH/PIKE
 JY1892  USGS QUAD   -  SUMMITHILL (1979)
 JY1892
 JY1892                         *CURRENT SURVEY CONTROL
 JY1892  ___________________________________________________________________
 JY1892* NAD 83(1995)-  39 09 28.67850(N)    083 02 46.90450(W)     ADJUSTED  
 JY1892* NAVD 88     -       252.7    (meters)     829.     (feet)  GPS OBS   
 JY1892  ___________________________________________________________________
 JY1892  X           -     599,573.156 (meters)                     COMP
 JY1892  Y           -  -4,916,014.214 (meters)                     COMP
 JY1892  Z           -   4,006,068.980 (meters)                     COMP
 JY1892  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 JY1892  ELLIP HEIGHT-         219.22  (meters)          (10/07/05) GPS OBS
 JY1892  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JY1892
 JY1892  HORZ ORDER  -  FIRST
 JY1892  ELLP ORDER  -  FOURTH    CLASS I
 JY1892
 JY1892.The horizontal coordinates were established by GPS observations
 JY1892.and adjusted by the National Geodetic Survey in April 1998..
 JY1892
 JY1892.The orthometric height was determined by GPS observations and a
 JY1892.high-resolution geoid model.
 JY1892
 JY1892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1892
 JY1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1892
 JY1892.The ellipsoidal height was determined by GPS observations
 JY1892.and is referenced to NAD 83.
 JY1892
 JY1892.The geoid height was determined by GEOID03.
 JY1892
 JY1892;                    North         East     Units Scale Factor Converg.
 JY1892;SPC OH S     -   128,692.278   552,778.961   MT  0.99994367   -0 20 48.0
 JY1892;UTM  17      - 4,336,300.795   323,188.881   MT  0.99998494   -1 17 33.1
 JY1892
 JY1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1892!SPC OH S     -   0.99996561  x   0.99994367  =   0.99990928
 JY1892!UTM  17      -   0.99996561  x   0.99998494  =   0.99995055
 JY1892
 JY1892:                Primary Azimuth Mark                     Grid Az
 JY1892:SPC OH S     -  BOB AZ MK                                019 59 03.6
 JY1892:UTM  17      -  BOB AZ MK                                020 55 48.7
 JY1892
 JY1892|---------------------------------------------------------------------|
 JY1892| PID    Reference Object                     Distance      Geod. Az  |
 JY1892|                                                           dddmmss.s |
 JY1892| JY1893 BOB AZ MK                           462.540 METERS 0193815.6 |
 JY1892|---------------------------------------------------------------------|
 JY1892
 JY1892                          SUPERSEDED SURVEY CONTROL
 JY1892
 JY1892  NAD 83(1995)-  39 09 28.68348(N)    083 02 46.90987(W) AD(       ) 1
 JY1892  NAD 83(1986)-  39 09 28.68434(N)    083 02 46.91001(W) AD(       ) 1
 JY1892
 JY1892.Superseded values are not recommended for survey control.
 JY1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1892.See file dsdata.txt to determine how the superseded data were derived.
 JY1892
 JY1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD2318936301(NAD 83)
 JY1892_MARKER: DD = SURVEY DISK
 JY1892_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JY1892_SP_SET: ELECTRICAL SUBSTATION FOOTING
 JY1892_STAMPING: BOB 1992
 JY1892_MARK LOGO: OHDT  
 JY1892_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1892+STABILITY: SURFACE MOTION
 JY1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1892+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2005
 JY1892
 JY1892  HISTORY     - Date     Condition        Report By
 JY1892  HISTORY     - 1993     MONUMENTED       OHDT
 JY1892  HISTORY     - 20051002 GOOD             GEOCAC
 JY1892
 JY1892                          STATION DESCRIPTION
 JY1892
 JY1892'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1993
 JY1892'THE STATION IS LOCATED IN PIKE COUNTY ABOUT 3.9 MILES NORTHWEST OF THE
 JY1892'VILLAGE OF WAVERLY.
 JY1892'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 23 AND STATE ROUTE
 JY1892'220 PROCEED WEST ALONG STATE ROUTE 220 1.0 MILES TO ITS INTERSECTION
 JY1892'WITH PROSPERITY ROAD.  TURN RIGHT AND PROCEED NORTH ALONG PROSPERITY
 JY1892'ROAD 2.25 MILES TO ITS INTERSECTION WITH DENVER ROAD.  TURN LEFT AND
 JY1892'PROCEED WEST ALONG DENVER ROAD 0.65 MILES TO ITS INTERSECTION WITH
 JY1892'CLINE CHAPEL ROAD.  TURN LEFT AND PROCEED WEST ALONG CLINE CHAPEL
 JY1892'ROAD 1.0 MILES TO ITS INTERSECTION WITH MARKHAM ROAD (GRAVEL ROAD).
 JY1892'TURN LEFT AND PROCEED SOUTH ALONG MARKHAM ROAD 0.2 MILES TO AN
 JY1892'ABANDONED SUBSTATION AT THE POWERLINE CROSSING AND THE STATION ON THE
 JY1892'LEFT.
 JY1892'THE STATION IS AN ALUMINUM OHDT SURVEY DISK SET IN A 5 FOOT BY 21.5
 JY1892'FOOT CONCRETE PAD ABOUT 1.0 FEET ABOVE THE GROUND STAMPED--BOB 1992--.
 JY1892'THE STATION IS SET IN THE SOUTHEAST END OF A SUBSTATION CONCRETE PAD,
 JY1892'73.0 FEET EAST FROM THE CENTERLINE OF MARKHAM ROAD, AND 151.0 FEET
 JY1892'NORTH FROM THE CENTERLINE OF A PRIVATE DRIVE.
 JY1892
 JY1892                          STATION RECOVERY (2005)
 JY1892
 JY1892'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY1892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2614 ***********************************************************************
 AE2614  DESIGNATION -  BOB
 AE2614  PID         -  AE2614
 AE2614  STATE/COUNTY-  OH/AUGLAIZE
 AE2614  USGS QUAD   -  ST MARYS (1982)
 AE2614
 AE2614                         *CURRENT SURVEY CONTROL
 AE2614  ___________________________________________________________________
 AE2614* NAD 83(1995)-  40 36 15.78559(N)    084 26 40.08587(W)     ADJUSTED  
 AE2614* NAVD 88     -       258.1    (meters)     847.     (feet)  GPS OBS   
 AE2614  ___________________________________________________________________
 AE2614  X           -     469,479.349 (meters)                     COMP
 AE2614  Y           -  -4,826,690.683 (meters)                     COMP
 AE2614  Z           -   4,129,313.318 (meters)                     COMP
 AE2614  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 AE2614  ELLIP HEIGHT-         224.46  (meters)          (10/07/05) GPS OBS
 AE2614  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AE2614
 AE2614  HORZ ORDER  -  FIRST
 AE2614  ELLP ORDER  -  FOURTH    CLASS I
 AE2614
 AE2614.The horizontal coordinates were established by GPS observations
 AE2614.and adjusted by the National Geodetic Survey in September 1997..
 AE2614
 AE2614.The orthometric height was determined by GPS observations and a
 AE2614.high-resolution geoid model.
 AE2614
 AE2614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2614
 AE2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2614
 AE2614.The ellipsoidal height was determined by GPS observations
 AE2614.and is referenced to NAD 83.
 AE2614
 AE2614.The geoid height was determined by GEOID03.
 AE2614
 AE2614;                    North         East     Units Scale Factor Converg.
 AE2614;SPC OH N     -   105,964.571   435,445.828   MT  0.99997163   -1 16 38.7
 AE2614;UTM  16      - 4,497,980.895   716,215.162   MT  1.00017546   +1 39 49.9
 AE2614
 AE2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2614!SPC OH N     -   0.99996479  x   0.99997163  =   0.99993642
 AE2614!UTM  16      -   0.99996479  x   1.00017546  =   1.00014024
 AE2614
 AE2614                          SUPERSEDED SURVEY CONTROL
 AE2614
 AE2614.No superseded survey control is available for this station.
 AE2614
 AE2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK1621597981(NAD 83)
 AE2614_MARKER: DD = SURVEY DISK
 AE2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2614_STAMPING: BOB
 AE2614_MARK LOGO: OHDT  
 AE2614_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2614+STABILITY: SURFACE MOTION
 AE2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2614+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AE2614
 AE2614  HISTORY     - Date     Condition        Report By
 AE2614  HISTORY     - 1994     MONUMENTED       OHDT
 AE2614
 AE2614                          STATION DESCRIPTION
 AE2614
 AE2614'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AE2614'IN THE NORTHEAST QUARTER OF SECTION 18, TOWN 5 SOUTH, RANGE 4 EAST,
 AE2614'NOBLE TOWNSHIP, AUGLAIZE COUNTY, OHIO.  TO REACH FROM THE AUGLAIZE
 AE2614'COUNTY COURT HOUSE IN WAPAKONETA, TRAVEL SOUTH ON DIXIE HIGHWAY FOR
 AE2614'0.8 MILES (1.3 KM) TO ITS INTERCHANGE WITH US 33, PROCEED WEST ON US
 AE2614'33 FOR 13 MILES (20.9 KM) TO ITS INTERSECTION WITH KOENIG ROAD,
 AE2614'PROCEED NORTH ON KOENIG ROAD FOR 2 MILES.  (3.2 KM) MARK IS IN THE
 AE2614'NORTHEAST QUADRANT OF THE INTERSECTION OF ARNOLD ROAD AND KEONIG ROAD,
 AE2614'18 FEET (5.5 M) EAST OF THE CENTERLINE OF KOENIG ROAD, 24 FEET (7.3 M)
 AE2614'NORTH OF THE CENTERLINE OF ARNOLD ROAD, 45 FEET (13.7 M) EAST OF AN
 AE2614'ELECTRIC POLE, 115 FEET (35.1 M) SOUTHWEST OF A 24 INCH HICKORY.  MARK
 AE2614'IS AN ALUMINUM DISK IN A CIRCULAR 18 INCH DIAMETER POURED CONCRETE
 AE2614'MONUMENT WITH A METAL SHACKLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1893 ***********************************************************************
 JY1893  DESIGNATION -  BOB AZ MK
 JY1893  PID         -  JY1893
 JY1893  STATE/COUNTY-  OH/PIKE
 JY1893  USGS QUAD   -  SUMMITHILL (1979)
 JY1893
 JY1893                         *CURRENT SURVEY CONTROL
 JY1893  ___________________________________________________________________
 JY1893* NAD 83(1995)-  39 09 42.80488(N)    083 02 40.42972(W)     ADJUSTED  
 JY1893* NAVD 88     -       259.9    (meters)     853.     (feet)  GPS OBS   
 JY1893  ___________________________________________________________________
 JY1893  X           -     599,694.832 (meters)                     COMP
 JY1893  Y           -  -4,915,727.841 (meters)                     COMP
 JY1893  Z           -   4,006,411.319 (meters)                     COMP
 JY1893  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 JY1893  ELLIP HEIGHT-         226.41  (meters)          (10/07/05) GPS OBS
 JY1893  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JY1893
 JY1893  HORZ ORDER  -  FIRST
 JY1893  ELLP ORDER  -  FOURTH    CLASS I
 JY1893
 JY1893.The horizontal coordinates were established by GPS observations
 JY1893.and adjusted by the National Geodetic Survey in April 1998..
 JY1893
 JY1893.The orthometric height was determined by GPS observations and a
 JY1893.high-resolution geoid model.
 JY1893
 JY1893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1893
 JY1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1893
 JY1893.The ellipsoidal height was determined by GPS observations
 JY1893.and is referenced to NAD 83.
 JY1893
 JY1893.The geoid height was determined by GEOID03.
 JY1893
 JY1893;                    North         East     Units Scale Factor Converg.
 JY1893;SPC OH S     -   129,126.942   552,937.032   MT  0.99994341   -0 20 43.9
 JY1893;UTM  17      - 4,336,732.809   323,354.113   MT  0.99998422   -1 17 29.4
 JY1893
 JY1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1893!SPC OH S     -   0.99996448  x   0.99994341  =   0.99990789
 JY1893!UTM  17      -   0.99996448  x   0.99998422  =   0.99994870
 JY1893
 JY1893:                Primary Azimuth Mark                     Grid Az
 JY1893:SPC OH S     -  BOB                                      199 59 03.5
 JY1893:UTM  17      -  BOB                                      200 55 49.0
 JY1893
 JY1893|---------------------------------------------------------------------|
 JY1893| PID    Reference Object                     Distance      Geod. Az  |
 JY1893|                                                           dddmmss.s |
 JY1893| JY1892 BOB                                 462.540 METERS 1993819.6 |
 JY1893|---------------------------------------------------------------------|
 JY1893
 JY1893                          SUPERSEDED SURVEY CONTROL
 JY1893
 JY1893  NAD 83(1995)-  39 09 42.80986(N)    083 02 40.43509(W) AD(       ) 1
 JY1893  NAD 83(1986)-  39 09 42.81070(N)    083 02 40.43526(W) AD(       ) 1
 JY1893
 JY1893.Superseded values are not recommended for survey control.
 JY1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1893.See file dsdata.txt to determine how the superseded data were derived.
 JY1893
 JY1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD2335436733(NAD 83)
 JY1893_MARKER: DD = SURVEY DISK
 JY1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1893_SP_SET: CONCRETE POST
 JY1893_STAMPING: BOB AZ 1992
 JY1893_MARK LOGO: OHDT  
 JY1893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1893+STABILITY: SURFACE MOTION
 JY1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1893+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1893
 JY1893  HISTORY     - Date     Condition        Report By
 JY1893  HISTORY     - 1993     MONUMENTED       OHDT
 JY1893
 JY1893                          STATION DESCRIPTION
 JY1893
 JY1893'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1993
 JY1893'THE AZIMUTH IS LOCATED IN PIKE COUNTY ABOUT 3.7 MILES NORTHWEST OF THE
 JY1893'VILLAGE OF WAVERLY.
 JY1893'TO REACH THE AZIMUTH FROM THE STATION PROCEED NORTH ALONG MARKHAM ROAD
 JY1893'0.2 MILES TO ITS INTERSECTION WITH CLINE CHAPEL ROAD.  TURN RIGHT AND
 JY1893'PROCEED EAST ALONG CLINE CHAPEL ROAD 0.15 MILES TO THE MARK ON THE
 JY1893'LEFT IN THE POWER LINE RIGHT OF WAY.
 JY1893'THE AZIMUTH IS AN ALUMINUM OHDT SURVEY DISK SET IN CONCRETE AND
 JY1893'STAMPED--BOB AZ 1992--.
 JY1893'THE AZIMUTH IS ON DONALD BROWNS PROPERTY, 401.0 FEET NORTH FROM THE
 JY1893'CENTERLINE OF CLINE CHAPEL ROAD AND 46.5 FEET HIGHER THAN SAME, 29.0
 JY1893'FEET NORTHEAST FROM THE WEST H POLE, AND 18.5 FEET NORTH OF A
 JY1893'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3012 ***********************************************************************
 JZ3012  DESIGNATION -  BOGGESS
 JZ3012  PID         -  JZ3012
 JZ3012  STATE/COUNTY-  OH/MONTGOMERY
 JZ3012  USGS QUAD   -  TROTWOOD (1992)
 JZ3012
 JZ3012                         *CURRENT SURVEY CONTROL
 JZ3012  ___________________________________________________________________
 JZ3012* NAD 83(1995)-  39 45 34.62322(N)    084 15 11.67540(W)     ADJUSTED  
 JZ3012* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 JZ3012  ___________________________________________________________________
 JZ3012  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 JZ3012  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JZ3012
 JZ3012  HORZ ORDER  -  FIRST
 JZ3012
 JZ3012.The horizontal coordinates were established by classical geodetic methods
 JZ3012.and adjusted by the National Geodetic Survey in April 1998..
 JZ3012
 JZ3012.The orthometric height was scaled from a topographic map.
 JZ3012
 JZ3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3012
 JZ3012.The geoid height was determined by GEOID03.
 JZ3012
 JZ3012;                    North         East     Units Scale Factor Converg.
 JZ3012;SPC OH S     -   196,801.823   449,775.995   MT  0.99995731   -1 06 44.9
 JZ3012;UTM  16      - 4,404,686.428   735,298.996   MT  1.00028168   +1 45 27.2
 JZ3012
 JZ3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3012!SPC OH S     -   0.99996648  x   0.99995731  =   0.99992379
 JZ3012!UTM  16      -   0.99996648  x   1.00028168  =   1.00024815
 JZ3012
 JZ3012:                Primary Azimuth Mark                     Grid Az
 JZ3012:SPC OH S     -  SCOTT                                    359 51 28.1
 JZ3012:UTM  16      -  SCOTT                                    356 59 16.0
 JZ3012
 JZ3012|---------------------------------------------------------------------|
 JZ3012| PID    Reference Object                     Distance      Geod. Az  |
 JZ3012|                                                           dddmmss.s |
 JZ3012| JZ3037 SCOTT                               APPROX. 1.6 KM 3584443.2 |
 JZ3012|---------------------------------------------------------------------|
 JZ3012
 JZ3012                          SUPERSEDED SURVEY CONTROL
 JZ3012
 JZ3012  NAD 83(1986)-  39 45 34.63634(N)    084 15 11.68129(W) AD(       ) 1
 JZ3012  NAD 27      -  39 45 34.42500(N)    084 15 11.88400(W) AD(       ) 1
 JZ3012
 JZ3012.Superseded values are not recommended for survey control.
 JZ3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3012.See file dsdata.txt to determine how the superseded data were derived.
 JZ3012
 JZ3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3529904686(NAD 83)
 JZ3012_MARKER: DS = TRIANGULATION STATION DISK
 JZ3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3012_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3012_MARK LOGO: CGS   
 JZ3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3012+STABILITY: SURFACE MOTION
 JZ3012
 JZ3012  HISTORY     - Date     Condition        Report By
 JZ3012  HISTORY     - 1927     MONUMENTED       CGS
 JZ3012  HISTORY     - 1962     SEE DESCRIPTION  VOGI
 JZ3012  HISTORY     - 1967     SEE DESCRIPTION  OH2090
 JZ3012
 JZ3012                          STATION DESCRIPTION
 JZ3012
 JZ3012'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3012'STATION IS ON GETTYSBURG AVENUE 3.3 METERS (10.82 FEET) E OF THE
 JZ3012'CENTER OF THE PAVEMENT, 3.2 METERS (10.50 FEET) W OF THE FENCE ON
 JZ3012'THE E SIDE OF THE STREET AND 1130.5 METERS (3708.5 FEET) N OF THE N
 JZ3012'RAIL OF THE STREET CAR LINE ON 3RD STREET W.  IT IS ACROSS THE
 JZ3012'STREET FROM THE HOUSE OF CAROLINE GUENTHNER AND ABOUT 200 METERS (656
 JZ3012'FEET) FROM THE INTERSECTION OF GETTYSBURG AVENUE AND HOOVER AVENUE.
 JZ3012'
 JZ3012'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3012'
 JZ3012'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
 JZ3012
 JZ3012                          STATION RECOVERY (1962)
 JZ3012
 JZ3012'RECOVERY NOTE BY VOGI IVERS AND ASSOCIATES 1962
 JZ3012'MONUMENT FOUND IN GOOD CONDITION, HOWEVER, DAYTON IS IMPROVING
 JZ3012'GETTYSBURG AVENUE, AND THIS POINT MAY DISAPPEAR IN THE NEXT
 JZ3012'CONSTRUCTION PHASE.
 JZ3012
 JZ3012                          STATION RECOVERY (1967)
 JZ3012
 JZ3012'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ3012'BOGGESS 1927 GOOD FOUND AS DESCRIBED-TO BE REPLACED BY DAYTON
 JZ3012'MON-ORIGINAL STATION WILL BE DESTROYED DURING CONSTRUCTION ON
 JZ3012'GETTYSBURG AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2242 ***********************************************************************
 JX2242  DESIGNATION -  BOGGS
 JX2242  PID         -  JX2242
 JX2242  STATE/COUNTY-  OH/MUSKINGUM
 JX2242  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX2242
 JX2242                         *CURRENT SURVEY CONTROL
 JX2242  ___________________________________________________________________
 JX2242* NAD 83(1995)-  39 55 15.61786(N)    081 53 37.66764(W)     ADJUSTED  
 JX2242* NAVD 88     -       299.7    (meters)     983.     (feet)  GPS OBS   
 JX2242  ___________________________________________________________________
 JX2242  X           -     690,736.066 (meters)                     COMP
 JX2242  Y           -  -4,849,600.462 (meters)                     COMP
 JX2242  Z           -   4,071,433.182 (meters)                     COMP
 JX2242  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 JX2242  ELLIP HEIGHT-         265.79  (meters)          (10/07/05) GPS OBS
 JX2242  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JX2242
 JX2242  HORZ ORDER  -  FIRST
 JX2242  ELLP ORDER  -  FOURTH    CLASS I
 JX2242
 JX2242.The horizontal coordinates were established by GPS observations
 JX2242.and adjusted by the National Geodetic Survey in April 1998..
 JX2242
 JX2242.The orthometric height was determined by GPS observations and a
 JX2242.high-resolution geoid model.
 JX2242
 JX2242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX2242
 JX2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2242
 JX2242.The ellipsoidal height was determined by GPS observations
 JX2242.and is referenced to NAD 83.
 JX2242
 JX2242.The geoid height was determined by GEOID03.
 JX2242
 JX2242;                    North         East     Units Scale Factor Converg.
 JX2242;SPC OH S     -   213,435.864   651,824.210   MT  0.99997971   +0 23 04.7
 JX2242;UTM  17      - 4,419,371.945   423,617.397   MT  0.99967182   -0 34 25.0
 JX2242
 JX2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2242!SPC OH S     -   0.99995830  x   0.99997971  =   0.99993802
 JX2242!UTM  17      -   0.99995830  x   0.99967182  =   0.99963014
 JX2242
 JX2242|---------------------------------------------------------------------|
 JX2242| PID    Reference Object                     Distance      Geod. Az  |
 JX2242|                                                           dddmmss.s |
 JX2242| CC9763 BOGGS RM 1                           26.942 METERS 17924     |
 JX2242| JY1301 MOXAHALA                            APPROX.10.9 KM 2503102.4 |
 JX2242| CC9764 BOGGS RM 2                            6.965 METERS 29022     |
 JX2242|---------------------------------------------------------------------|
 JX2242
 JX2242                          SUPERSEDED SURVEY CONTROL
 JX2242
 JX2242  ELLIP H (04/01/98)  265.87   (m)                       GP(       ) 4 1
 JX2242  NAD 83(1986)-  39 55 15.62333(N)    081 53 37.67533(W) AD(       ) 1
 JX2242  NAD 83(1986)-  39 55 15.62344(N)    081 53 37.67911(W) AD(       ) 2
 JX2242  NAD 27      -  39 55 15.38580(N)    081 53 38.20880(W) AD(       ) 2
 JX2242
 JX2242.Superseded values are not recommended for survey control.
 JX2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2242.See file dsdata.txt to determine how the superseded data were derived.
 JX2242
 JX2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME2361719372(NAD 83)
 JX2242_MARKER: DS = TRIANGULATION STATION DISK
 JX2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2242_STAMPING: BOGGS 1959
 JX2242_MARK LOGO: CGS   
 JX2242_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2242+STABILITY: SURFACE MOTION
 JX2242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2242+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1992
 JX2242
 JX2242  HISTORY     - Date     Condition        Report By
 JX2242  HISTORY     - 1959     MONUMENTED       CGS
 JX2242  HISTORY     - 1964     GOOD             CGS
 JX2242  HISTORY     - 19921216 GOOD             OH-119
 JX2242
 JX2242                          STATION DESCRIPTION
 JX2242
 JX2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JX2242'THE STATION IS ABOUT 6.5 MILES SOUTHEAST OF ZANESVILLE, 1/2 MILE
 JX2242'NORTHEAST OF STATE HIGHWAY
 JX2242'146 AND 1/2 MILE EAST OF BOGGS CREEK, IN THE NORTHWEST QUARTER OF
 JX2242'SECTION 8, T 13 N, R 12 W, IN SALT
 JX2242'CREEK TOWNSHIP, ON GOVERNMENT PROPERTY, AT THE SITE OF
 JX2242'THREE TRANSMITTER TOWERS OF THE C.A.A.
 JX2242'
 JX2242'TO REACH THE STATION FROM THE NORTH END OF THE 6TH STREET BRIDGE
 JX2242'ACROSS THE MUSKINGUM
 JX2242'RIVER IN ZANESVILLE, INTERSECTION OF 6TH STREET AND MARIETTA STREET,
 JX2242'GO EAST ON MARIETTA STREET (STATE
 JX2242'HIGHWAY 146) FOR 0.3 MILE TO THE INTERSECTION OF MARIETTA
 JX2242'STREET AND SHARON AVENUE.  TURN RIGHT ON
 JX2242'SHARON AVENUE (HIGHWAY 146) AND GO 5.25 MILES
 JX2242'TO THE JUNCTION OF WAYNE TOWNSHIP ROUTE 389, JUST AFTER
 JX2242'CROSSING A CONCRETE BRIDGE
 JX2242'ACROSS BOGGS CREEK.  TURN LEFT ON ROUTE 389 AND GO 0.65 MILE TO A
 JX2242'SIDE ROAD ON THE RIGHT.  TURN
 JX2242'SHARP RIGHT AND GO 0.15 MILE TO THE TRANSMITTER TOWERS AND THE
 JX2242'STATION.
 JX2242'
 JX2242'STATION MARKS ARE STANDARD DISKS STAMPED BOGGS 1959. THE SURFACE DISK
 JX2242'IS SET IN A SQUARE CONCRETE
 JX2242'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 65.5 FEET
 JX2242'NORTH OF THE CENTER OF THE
 JX2242'SOUTHWESTERLY TRANSMITTER TOWER, 48 FEET WEST OF THE CENTER
 JX2242'OF THE NORTHERLY TRANSMITTER TOWER, 32.5 FEET
 JX2242'EAST OF THE NORTHWEST CORNER FENCE POST
 JX2242'AND 9 FEET SOUTH OF AN EAST-WEST FENCELINE.  A STANDARD METAL
 JX2242'WITNESS POST WAS SET 8 FEET
 JX2242'NORTH OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 JX2242'OF CONCRETE 30 INCHES BELOW THE
 JX2242'SURFACE OF THE GROUND.
 JX2242'
 JX2242'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOGGS NO. 1 1959, IS
 JX2242'SET IN A SQUARE CONCRETE
 JX2242'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 99 FEET
 JX2242'SOUTH OF THE CENTER OF THE
 JX2242'SOUTHEASTERLY TRANSMITTER TOWER, 28 FEET SOUTHEAST OF THE CENTER
 JX2242'OF THE SOUTHWESTERLY TRANSMITTER TOWER
 JX2242'AND 1 FOOT NORTH OF THE EAST-WEST FENCELINE.
 JX2242'
 JX2242'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOGGS NO. 2 1959, IS
 JX2242'SET IN A SQUARE CONCRETE
 JX2242'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 71 FEET
 JX2242'NORTH OF THE CENTER OF THE
 JX2242'SOUTHWESTERLY TRANSMITTER TOWER AND 70 FEET WEST OF THE CENTER
 JX2242'OF THE NORTHERLY TRANSMITTER TOWER.
 JX2242
 JX2242                          STATION RECOVERY (1964)
 JX2242
 JX2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 JX2242'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 JX2242'DESCRIBED.
 JX2242
 JX2242                          STATION RECOVERY (1992)
 JX2242
 JX2242'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 JX2242'THE STATION AND THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  A
 JX2242'COMPLETE NEW DESCRIPTION FOLLOWS.
 JX2242' 
 JX2242'THE STATION IS IN THE NW 1/4 OF SECTION 8, TOWNSHIP 13, RANGE 12, SALT
 JX2242'CREEK TOWNSHIP, ABOUT 6 MI (9.7 KM) E OF ZANESVILLE AND 4 MI (6.4 KM)
 JX2242'N OF PHILO AT THE SITE OF RADIO TRANSMITTER TOWERS.
 JX2242' 
 JX2242'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (WAYNE
 JX2242'AVENUE), AND STATE ROUTE 146 (MARIETTA STREET), GO 5.70 MI (9.17 KM) E
 JX2242'ON STATE ROUTE 146 TO GO 5.70 MI (9.17 KM) E ON STATE ROUTE 146 TO THE
 JX2242'JUNCTION OF THREE TOWERS ROAD (TOWNSHIP ROAD 389), JUST AFTER A SMALL
 JX2242'BRIDGE CROSSING BOGGS CREEK, TURN LEFT ONTO THREE TOWERS ROAD NE FOR
 JX2242'0.70 MI (1.13 KM) TO THE JUNCTION OF A SIDE ROAD ON THE RIGHT, TURN
 JX2242'SHARP RIGHT ONTO SIDE ROAD S FOR 0.14 MI (0.23 KM) TO THE TRANSMITTER
 JX2242'TOWERS AND THE STATION ON THE LEFT.
 JX2242' 
 JX2242'THE DISK IS SET IN A 0.8 FT (24.4 CM) SQUARE CONCRETE MONUMENT FLUSH
 JX2242'WITH THE GROUND.  IT IS 62.7 FT (19.1 M) N OF THE CENTER OF THE SW
 JX2242'TRANSMITTER TOWER, 48.0 FT (14.6 M) W OF THE CENTER OF THE N
 JX2242'TRANSMITTER TOWER, 24.7 FT (7.5 M) E OF THE NW CORNER FENCE POST, 9.0
 JX2242'FT (2.7 M) S OF AN E TO W FENCE LINE, AND 8.0 FT (2.4 M) S OF A
 JX2242'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1114 ***********************************************************************
 JZ1114  DESIGNATION -  BOLT
 JZ1114  PID         -  JZ1114
 JZ1114  STATE/COUNTY-  OH/PREBLE
 JZ1114  USGS QUAD   -  ARCANUM (1961)
 JZ1114
 JZ1114                         *CURRENT SURVEY CONTROL
 JZ1114  ___________________________________________________________________
 JZ1114* NAD 83(1986)-  39 52 35.     (N)    084 30 35.     (W)     SCALED    
 JZ1114* NAVD 88     -       306.834  (meters)    1006.67   (feet)  ADJUSTED  
 JZ1114  ___________________________________________________________________
 JZ1114  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JZ1114  DYNAMIC HT  -         306.662 (meters)    1006.11  (feet)  COMP
 JZ1114  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 JZ1114
 JZ1114  VERT ORDER  -  SECOND    CLASS 0
 JZ1114
 JZ1114.The horizontal coordinates were scaled from a topographic map and have
 JZ1114.an estimated accuracy of +/- 6 seconds.
 JZ1114
 JZ1114.The orthometric height was determined by differential leveling
 JZ1114.and adjusted by the National Geodetic Survey in June 1991..
 JZ1114
 JZ1114.The geoid height was determined by GEOID03.
 JZ1114
 JZ1114.The dynamic height is computed by dividing the NAVD 88
 JZ1114.geopotential number by the normal gravity value computed on the
 JZ1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1114.degrees latitude (g = 980.6199 gals.).
 JZ1114
 JZ1114.The modeled gravity was interpolated from observed gravity values.
 JZ1114
 JZ1114;                    North         East    Units  Estimated Accuracy
 JZ1114;SPC OH S     -   210,220.      428,090.      MT  (+/- 180 meters Scaled)
 JZ1114
 JZ1114                          SUPERSEDED SURVEY CONTROL
 JZ1114
 JZ1114  NGVD 29 (??/??/92)  306.998  (m)         1007.21   (f) ADJ UNCH    2 0
 JZ1114
 JZ1114.Superseded values are not recommended for survey control.
 JZ1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1114.See file dsdata.txt to determine how the superseded data were derived.
 JZ1114
 JZ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK129170(NAD 83)
 JZ1114_MARKER: B = BOLT
 JZ1114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1114_SP_SET: ABUTMENT
 JZ1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1114
 JZ1114  HISTORY     - Date     Condition        Report By
 JZ1114  HISTORY     - UNK      MONUMENTED       PRR
 JZ1114  HISTORY     - 1947     GOOD             NGS
 JZ1114
 JZ1114                          STATION DESCRIPTION
 JZ1114
 JZ1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1114'1.9 MI SE FROM WEST SONORA.
 JZ1114'1.9 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1114'OVERPASS OF STATE HIGHWAY 503 OVER THE TRACKS, SET IN THE TOP
 JZ1114'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 JZ1114'90-FOOT STEEL BRIDGE NO. 35/08 OVER A CREEK, 7.5 FEET NORTHEAST
 JZ1114'OF THE NORTHEAST RAIL AND ABOUT 0.5 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1294 ***********************************************************************
 JY1294  CBN         -  This is a Cooperative Base Network Control Station.
 JY1294  DESIGNATION -  BOLTON
 JY1294  PID         -  JY1294
 JY1294  STATE/COUNTY-  OH/FRANKLIN
 JY1294  USGS QUAD   -  GALLOWAY (1994)
 JY1294
 JY1294                         *CURRENT SURVEY CONTROL
 JY1294  ___________________________________________________________________
 JY1294* NAD 83(1995)-  39 54 34.29955(N)    083 08 43.18276(W)     ADJUSTED  
 JY1294* NAVD 88     -       276.4    (meters)     907.     (feet)  GPS OBS   
 JY1294  ___________________________________________________________________
 JY1294  X           -     584,743.687 (meters)                     COMP
 JY1294  Y           -  -4,864,324.912 (meters)                     COMP
 JY1294  Z           -   4,070,441.118 (meters)                     COMP
 JY1294  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 JY1294  ELLIP HEIGHT-         243.04  (meters)          (03/08/05) GPS OBS
 JY1294  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JY1294
 JY1294  HORZ ORDER  -  B
 JY1294  ELLP ORDER  -  FOURTH    CLASS II
 JY1294
 JY1294.The horizontal coordinates were established by GPS observations
 JY1294.and adjusted by the National Geodetic Survey in August 1996..
 JY1294
 JY1294.The orthometric height was determined by GPS observations and a
 JY1294.high-resolution geoid model.
 JY1294
 JY1294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1294
 JY1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1294
 JY1294.The ellipsoidal height was determined by GPS observations
 JY1294.and is referenced to NAD 83.
 JY1294
 JY1294.The geoid height was determined by GEOID03.
 JY1294
 JY1294;                    North         East     Units Scale Factor Converg.
 JY1294;SPC OH S     -   212,184.743   544,821.940   MT  0.99997785   -0 24 34.1
 JY1294;UTM  17      - 4,419,918.873   316,626.285   MT  1.00001398   -1 22 36.4
 JY1294
 JY1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1294!SPC OH S     -   0.99996187  x   0.99997785  =   0.99993972
 JY1294!UTM  17      -   0.99996187  x   1.00001398  =   0.99997585
 JY1294
 JY1294                          SUPERSEDED SURVEY CONTROL
 JY1294
 JY1294  ELLIP H (08/20/96)  243.05   (m)                       GP(       ) 4 2
 JY1294  NAD 83(1986)-  39 54 34.30501(N)    083 08 43.18639(W) AD(       ) 1
 JY1294  NAD 83(1986)-  39 54 34.30501(N)    083 08 43.18639(W) AD(       ) 3
 JY1294  NAD 83(1986)-  39 54 34.30464(N)    083 08 43.18194(W) AD(       ) 1
 JY1294  NAD 27      -  39 54 34.08379(N)    083 08 43.53071(W) AD(       ) 3
 JY1294  NGVD 29 (09/26/89)  276.9    (m)          908.     (f) GPS OBS        
 JY1294
 JY1294.Superseded values are not recommended for survey control.
 JY1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1294.See file dsdata.txt to determine how the superseded data were derived.
 JY1294
 JY1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1662619919(NAD 83)
 JY1294_MARKER: DS = TRIANGULATION STATION DISK
 JY1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1294_SP_SET: SQUARE CONCRETE MONUMENT
 JY1294_STAMPING: BOLTON 1983
 JY1294_MARK LOGO: OH-049
 JY1294_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JY1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1294+STABILITY: SURFACE MOTION
 JY1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1294+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1995
 JY1294
 JY1294  HISTORY     - Date     Condition        Report By
 JY1294  HISTORY     - 1983     MONUMENTED       OH-049
 JY1294  HISTORY     - 1986     GOOD             NGS
 JY1294  HISTORY     - 1987     GOOD             AEROS
 JY1294  HISTORY     - 1987     GOOD             AEROS
 JY1294  HISTORY     - 19951206 GOOD             OHDT
 JY1294
 JY1294                          STATION DESCRIPTION
 JY1294
 JY1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JY1294'STATION RECOVERED IN GOOD CONDITION OTHER MARKS NOT SEARCHED FOR.  NO
 JY1294'PREVIOUS DATA AVAILABLE.  STATION IS LOCATED AT ENTRANCE ROAD TO
 JY1294'BOLTON FILED (AIRPORT).  OWNERSHIP CITY OF COLUMBUS.
 JY1294'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 270 AND GEORGESVILLE
 JY1294'ROAD (EXIT 5) ON THE SOUTHWEST SIDE OF COLUMBUS, GO SOUTHWEST ON
 JY1294'GEORGESVILLE ROAD FOR 1.4 MILES TO A T ROAD.  TURN LEFT, SOUTH, ON
 JY1294'NORTON ROAD FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT FOR 60 METERS (200
 JY1294'FEET) TO A ROAD LEFT.  TURN LEFT, SOUTH, ON NORTON ROAD FOR 0.15 MILE
 JY1294'TO THE AIRPORT ENTRANCE ROAD AND THE STATION ON THE LEFT.
 JY1294'STATION MARK IS A FRANKLIN COUNTY DISK STAMPED --BOLTON 1983--, SET
 JY1294'IN THE TOP OF A SQUARE CONCRETE POST 5 CM BELOW GROUND.  IT IS 1.1
 JY1294'METERS WEST-SOUTHWEST OF A METAL WITNESS POST, 21.3 METERS NORTHWEST
 JY1294'OF THE ENTRANCE ROAD CENTER, 28.2 METERS SOUTHEAST OF THE CENTER OF
 JY1294'NORTON ROAD, AND 43.1 METERS SOUTH OF UTILITY POLE.
 JY1294'DESCRIBED BY G R HEID.  TYPED BY JAMES MALONEY 9/09/87.
 JY1294
 JY1294                          STATION RECOVERY (1987)
 JY1294
 JY1294'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (TJA)
 JY1294'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 JY1294'NORTHWEST OF GROVE CITY,
 JY1294'6.4 KM (4.0 MI) NORTH-NORTHEAST OF DARBYDALE,
 JY1294'6.4 KM (4.0 MI) EAST-NORTHEAST OF GEORGESVILLE.
 JY1294'OWNERSHIP--CITY OF COLUMBUS.
 JY1294'
 JY1294'TO REACH THE STATION FROM THE INTERSECTION OF ALKIRE ROAD AND
 JY1294'NORTON ROAD IN THE SOUTHWEST PART OF COLUMBUS, GO
 JY1294'SOUTH-SOUTHWEST FOR 0.2 KM (0.15 MI) ON NORTON ROAD TO THE ENTRANCE
 JY1294'ROAD OF THE BOLTON FIELD AIRPORT ON THE LEFT AND THE STATION ON THE
 JY1294'LEFT AT THE NORTHEAST CORNER OF THE INTERSECTION.
 JY1294'
 JY1294'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---BOLTON 1983---,
 JY1294'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN DIAMETER
 JY1294'FLUSH WITH GROUND.  LOCATED 18.4 METERS (60.4 FT) EAST-NORTHEAST
 JY1294'FROM A STOP SIGN POLE, 0.9 METERS (3.0 FT) WEST FROM A STANDARD
 JY1294'FRANKLIN COUNTY SURVEY MARK WITNESS POST, 42.7 METERS (140.0 FT)
 JY1294'SOUTH FROM A PK NAIL IN THE BASE OF A POWER POLE ON THE SOUTH SIDE
 JY1294'OF NORTON ROAD, 42.3 METERS (138.7 FT) EAST-NORTHEAST FROM A
 JY1294'REFERENCE MARK STAMPED---BOLTON RM-1 1984---, 35.8 METERS (117.5
 JY1294'FT) NORTHEAST FROM A PK NAIL IN THE BASE OF A LIGHT POLE.  THE
 JY1294'UNDERGROUND MARK IS A FRANKLIN CO. SURVEY DISK STAMPED---BOLTON
 JY1294'1983---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METERS BELOW
 JY1294'THE SURFACE.
 JY1294
 JY1294                          STATION RECOVERY (1987)
 JY1294
 JY1294'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (TJA)
 JY1294'RECOVERED IN GOOD CONDITION.
 JY1294
 JY1294                          STATION RECOVERY (1995)
 JY1294
 JY1294'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1995
 JY1294'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1558 ***********************************************************************
 JY1558  CBN         -  This is a Cooperative Base Network Control Station.
 JY1558  PACS        -  This is a Primary Airport Control Station.
 JY1558  DESIGNATION -  BOLTON CBL 0
 JY1558  PID         -  JY1558
 JY1558  STATE/COUNTY-  OH/FRANKLIN
 JY1558  USGS QUAD   -  GALLOWAY (1994)
 JY1558
 JY1558                         *CURRENT SURVEY CONTROL
 JY1558  ___________________________________________________________________
 JY1558* NAD 83(1995)-  39 53 29.61351(N)    083 09 15.22023(W)     ADJUSTED  
 JY1558* NAVD 88     -       272.57   (meters)     894.3    (feet)  GPS OBS   
 JY1558  ___________________________________________________________________
 JY1558  X           -     584,140.347 (meters)                     COMP
 JY1558  Y           -  -4,865,683.484 (meters)                     COMP
 JY1558  Z           -   4,068,908.103 (meters)                     COMP
 JY1558  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 JY1558  ELLIP HEIGHT-         239.27  (meters)          (09/23/04) GPS OBS
 JY1558  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JY1558
 JY1558  HORZ ORDER  -  A
 JY1558  ELLP ORDER  -  FOURTH    CLASS I
 JY1558
 JY1558.This mark is at Bolton Field Airport (TZR)
 JY1558
 JY1558.The horizontal coordinates were established by GPS observations
 JY1558.and adjusted by the National Geodetic Survey in July 1992..
 JY1558
 JY1558.The orthometric height was determined by GPS observations and a
 JY1558.high-resolution geoid model.
 JY1558
 JY1558.GPS derived orthometric heights for airport stations designated as
 JY1558.PACS or SACS are published to 2 decimal places.  This maintains
 JY1558.centimeter relative accuracy between the PACS and SACS.  It does
 JY1558.not indicate centimeter accuracy relative to other marks which are
 JY1558.part of the NAVD 88 network.
 JY1558
 JY1558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1558
 JY1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1558
 JY1558.The ellipsoidal height was determined by GPS observations
 JY1558.and is referenced to NAD 83.
 JY1558
 JY1558.The geoid height was determined by GEOID03.
 JY1558
 JY1558;                    North         East     Units Scale Factor Converg.
 JY1558;SPC OH S     -   210,195.244   544,046.575   MT  0.99997503   -0 24 54.4
 JY1558;UTM  17      - 4,417,942.666   315,817.420   MT  1.00001764   -1 22 55.1
 JY1558
 JY1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1558!SPC OH S     -   0.99996246  x   0.99997503  =   0.99993750
 JY1558!UTM  17      -   0.99996246  x   1.00001764  =   0.99998010
 JY1558
 JY1558:                Primary Azimuth Mark                     Grid Az
 JY1558:SPC OH S     -  BOLTON CBL 430                           092 56 18.9
 JY1558:UTM  17      -  BOLTON CBL 430                           093 54 19.6
 JY1558
 JY1558|---------------------------------------------------------------------|
 JY1558| PID    Reference Object                     Distance      Geod. Az  |
 JY1558|                                                           dddmmss.s |
 JY1558| AD9683 BOLTON CBL 430                      430.000 METERS 0923124.5 |
 JY1558| JY1559 BOLTON CBL 1050                     APPROX. 1.0 KM 0923115.5 |
 JY1558| AD9685 BOLTON CBL 100                       30.497 METERS 09232     |
 JY1558| AD9684 BOLTON CBL 150                      150.008 METERS 09232     |
 JY1558|---------------------------------------------------------------------|
 JY1558
 JY1558                          SUPERSEDED SURVEY CONTROL
 JY1558
 JY1558  ELLIP H (07/24/97)  239.28   (m)                       GP(       ) 2 1
 JY1558  ELLIP H (12/01/95)  239.23   (m)                       GP(       ) 2 2
 JY1558  ELLIP H (07/31/92)  239.23   (m)                       GP(       ) 1 1
 JY1558  NAD 83(1986)-  39 53 29.61723(N)    083 09 15.22657(W) AD(       ) 3
 JY1558  NAD 27      -  39 53 29.40206(N)    083 09 15.57117(W) AD(       ) 3
 JY1558  NGVD 29 (02/23/89)  273.0    (m)          896.     (f) GPS OBS        
 JY1558
 JY1558.Superseded values are not recommended for survey control.
 JY1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1558.See file dsdata.txt to determine how the superseded data were derived.
 JY1558
 JY1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1581717943(NAD 83)
 JY1558_MARKER: DQ = CALIBRATION BASE LINE DISK
 JY1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1558_SP_SET: CONCRETE POST
 JY1558_STAMPING: 0 M. 1985
 JY1558_MARK LOGO: NGS   
 JY1558_PROJECTION: PROJECTING 2 CENTIMETERS
 JY1558_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1558+STABILITY: SURFACE MOTION
 JY1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1558+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2004
 JY1558
 JY1558  HISTORY     - Date     Condition        Report By
 JY1558  HISTORY     - 1985     MONUMENTED       FCE
 JY1558  HISTORY     - 1986     GOOD             NGS
 JY1558  HISTORY     - 19870615 GOOD             NGS
 JY1558  HISTORY     - 19870804 GOOD
 JY1558  HISTORY     - 19900502 GOOD             NGS
 JY1558  HISTORY     - 19920908 GOOD             NGS
 JY1558  HISTORY     - 19921006 GOOD             NGS
 JY1558  HISTORY     - 19931004 GOOD             NGS
 JY1558  HISTORY     - 19940810 GOOD             NGS
 JY1558  HISTORY     - 19950502 GOOD             NGS
 JY1558  HISTORY     - 19950718 GOOD             OH-049
 JY1558  HISTORY     - 19960520 GOOD             OHDT
 JY1558  HISTORY     - 19980429 GOOD             NGS
 JY1558  HISTORY     - 20030710 GOOD             OHDT
 JY1558  HISTORY     - 20040930 GOOD             LOCSUR
 JY1558
 JY1558                          STATION DESCRIPTION
 JY1558
 JY1558'DESCRIBED BY FRANKLIN COUNTY ENGINEERS 1985
 JY1558'THE BASE LINE IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTHWEST OF DOWNTOWN
 JY1558'COLUMBUS.  THE BASE LINE RUNS NEAR THE SOUTH END OF BOLTON FIELD
 JY1558'AIRPORT.  THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH
 JY1558'THE NORTH EDGE OF JOHNSON ROAD.
 JY1558' 
 JY1558'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST
 JY1558'END.  IT CONSISTS OF THE 0, 150, 430, AND 1050 METER POINTS WITH A
 JY1558'100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND EAST OF THE
 JY1558'0-METER POINT.
 JY1558' 
 JY1558'TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 270
 JY1558'(EXIT 5) AND GEORGEVILLE ROAD, LOCATED SOUTHWEST OF DOWNTOWN COLUMBUS,
 JY1558'GO SOUTHWEST ON GEORGEVILLE ROAD FOR 2.3 KM (1.4 MI) TO THE T-JUNCTION
 JY1558'OF NORTON ROAD.  TURN LEFT AND GO SOUTH ON NORTON ROAD FOR 0.5 KM (0.3
 JY1558'MI) TO THE T-JUNCTION OF AIREN ROAD.  TURN RIGHT AND GO WEST ON AIREN
 JY1558'ROAD FOR 0.05 KM (0.03 MI) TO THE INTERSECTION OF NORTON ROAD ON THE
 JY1558'LEFT.  **NOTE ROAD CONSTRUCTION ON NORTON ROAD WILL MAKE IT RUN
 JY1558'STRAIGHT THROUGH WHEN COMPLETED**.  TURN LEFT AND GO SOUTHERLY ON
 JY1558'NORTON ROAD FOR 2.4 KM (1.5 MI) TO THE 0-METER POINT ON THE LEFT JUST
 JY1558'BEFORE THE INTERSECTION OF JOHNSON ROAD.
 JY1558' 
 JY1558'THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 JY1558'STAMPED--0 M. 1985--, SET IN THE TOP OF A 25 CM (10 IN) DIAMETER
 JY1558'CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND
 JY1558'THAT IS SURROUNDED BY THREE 10 CM (4 IN) DIAMETER ORANGE P.V.C. PIPES
 JY1558'THAT PROJECT ABOUT 0.5 M (1.6 FT) ABOVE THE SURFACE OF THE GROUND.  IT
 JY1558'IS 27.8 M (91.2 FT) EAST OF THE CENTERLINE OF NORTON ROAD, 24.2 M
 JY1558'(79.4 FT) NORTH OF, AND ABOUT 1.0 M (3.3 FT) HIGHER THAN, THE
 JY1558'CENTERLINE OF JOHNSON ROAD, AND 22.4 M (73.5 FT) EAST OF A FIRE
 JY1558'HYDRANT.
 JY1558' 
 JY1558'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 JY1558'ELEVATIONS ARE FOR CBL USE ONLY.  THERE ARE TWO FENCES THAT CROSS THE
 JY1558'BASE LINE BETWEEN THE 430 AND 1050 METER POINTS.  HOLES HAVE BEEN CUT
 JY1558'IN THESE FENCES TO ELIMINATE POSSIBLE INTERFERENCE.
 JY1558' 
 JY1558'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH OHIO
 JY1558'STATE UNIVERSITY AND REMEASURED WITH ASSISTANCE FROM THE FRANKLIN
 JY1558'COUNTY ENGINEERS OFFICE.  FOR MORE INFORMATION PLEASE CONTACT MR. DEAN
 JY1558'RINGLE, FRANKLIN COUNTY ENGINEERS OFFICE, 970 DUBLIN ROAD, COLUMBUS,
 JY1558'OH 43215.  TELEPHONE (614) 462-3050.  OR CONTACT MR. DAVID CONNER,
 JY1558'1212 KINNEAR ROAD, COLUMBUS, OH 43212. TELEPHONE (614) 292-1619.
 JY1558
 JY1558                          STATION RECOVERY (1986)
 JY1558
 JY1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JY1558'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF DOWNTOWN COLUMBUS, 3
 JY1558'MILES SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 270 AND
 JY1558'GEORGESVILLE ROAD (EXIT 5), AT THE SOUTHWEST CORNER OF THE BOLTON
 JY1558'FIELD (AIRPORT) COMPLEX.
 JY1558'TO REACH FOR EXIT 5 OF INTERSTATE HIGHWAY 270, GO SOUTHWEST ON GEORGES
 JY1558'VILLE ROAD FOR 1.4 MILE TO A T-ROAD.  TURN LEFT, SOUTH, ON NORTON ROAD
 JY1558'FOR 0.3 MILE TO A T-ROAD. TURN RIGHT, THEN LEFT, SOUTH, ON NORTON ROAD
 JY1558'FOR 1.5 MILE TO A CROSSROAD FOR 0.7 MILE TO THE MARK ON THE LEFT AT
 JY1558'FIELD EDGE.
 JY1558'STATION MARK IS A STANDARD NGS CALIBRATION BASELINE DISK STAMPED
 JY1558'--0 M--, SET IN TOP OF A 25 CM ROUND CONCRETE POST PROJECTION 2 CM.
 JY1558'IT IS IN THE MIDDLE OF THREE 10 CM PVC PIPES 1.1 METERS FROM THE
 JY1558'STATION, 1 METER ABOVE THE ROAD JUNCTION, 24.3 METERS NORTH OF THE
 JY1558'CENTER OF JOHNSON ROAD, 27.6 METERS EAST OF THE CENTER OF NORTON ROAD
 JY1558'22.4 METERS EAST OF A FIRE HYDRANT, ON THE TOP OF A FLOOD CONTROL
 JY1558'DIKE.
 JY1558'DESCRIBED BY G.R HEID. TYPED BY JAMES MALONEY 9/04/87.
 JY1558
 JY1558                          STATION RECOVERY (1987)
 JY1558
 JY1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JY1558'THE STATION IS LOCATED AT THE INTERSECTION OF NORTON RD AND JOHNSON
 JY1558'RD, 90.0 FT (27.4 M) EAST OF THE CENTERLINE OF NORTON RD, 79.5 FT
 JY1558'(24.2 M) NORTH OF THE CENTERLINE OF JOHNSON RD AND 3.8 FT (1.2 M) OF A
 JY1558'WITNESS SIGN.  THREE 4 INCH ORANGE PLASTIC PIPES ARE SET AROUND THE
 JY1558'STATION IN TRIANGLE AS WITNESS/GUARD POST.  THE STATION IS MARK WITH A
 JY1558'NGS DISK STAMPED BOLTON CAL BL O SET IN THE TOP 10 INCH ROUND CONCRETE
 JY1558'MONUMENT.
 JY1558
 JY1558                          STATION RECOVERY (1987)
 JY1558
 JY1558'RECOVERED 1987
 JY1558'RECOVERED IN GOOD CONDITION.
 JY1558
 JY1558                          STATION RECOVERY (1990)
 JY1558
 JY1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JY1558'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTHWEST OF DOWNTOWN
 JY1558'COLUMBUS, 4.81 KM (2.99 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF
 JY1558'INTERSTATE HIGHWAY 270 AND GEORGESVILLE ROAD (EXIT 5) AT THE
 JY1558'SOUTHWEST CORNER OF THE BOLTON FIELD (AIRPORT) COMPLEX AND ON TOP OF
 JY1558'A LOW FLOOD CONTROL DIKE.  OWNERSHIP--CITY OF COLUMBUS.
 JY1558'TO REACH THE STATION FROM EXIT 5 OF INTERSTATE HIGHWAY 270, GO
 JY1558'SOUTHWEST ON GEORGESVILLE ROAD FOR 2.25 KM (1.40 MI) TO A T-ROAD.
 JY1558'TURN LEFT, SOUTH ON NORTON ROAD FOR 0.48 KM (0.30 MI) TO A T-ROAD.
 JY1558'TURN RIGHT, THEN LEFT, SOUTH ON NORTON ROAD FOR 2.4 KM (1.5 MI) TO A
 JY1558'CROSSROAD AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK,
 JY1558'TURN LEFT, EAST ON JOHNSON ROAD FOR 1.09 KM (0.68 MI) TO THE MARK ON
 JY1558'THE LEFT AT FIELD EDGE.
 JY1558'THE STATION IS A STANDARD CALIBRATION BASELINE DISK SET IN THE TOP OF
 JY1558'A 25 CM ROUND CONCRETE POST PROJECTING 2 CM.  LOCATED 27.6 M
 JY1558'(90.6 FT) EAST FROM THE CENTER OF NORTON ROAD, 24.3 M (79.7 FT) NORTH
 JY1558'FROM THE CENTER OF JOHNSON ROAD, 22.4 M (73.5 FT) EAST FROM A FIRE
 JY1558'HYDRANT AND IN THE MIDDLE OF THREE 10 CM PVC PIPES 1.1 M (3.6 FT)
 JY1558'FROM THE STATION.
 JY1558'DESCRIBED BY D.G. AUG, TYPED BY HJS.
 JY1558
 JY1558                          STATION RECOVERY (1992)
 JY1558
 JY1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 JY1558'THE STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) SOUTHWEST OF DOWNTOWN
 JY1558'COLUMBUS, 4.8 KM (3.00 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF
 JY1558'INTERSTATE HIGHWAY 270 AND GEORGESVILLE ROAD (EXIT 5), AT THE
 JY1558'SOUTHWEST CORNER OF THE BOLTON FIELD AIRPORT COMPLEX, ALONG THE NORTH
 JY1558'SIDE OF JOHNSON ROAD.  OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 JY1558'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 270 AND
 JY1558'GEORGESVILLE ROAD (EXIT 5), GO SOUTHWEST ON GEORGESVILLE ROAD FOR
 JY1558'2.25 KM (1.40 MI) TO A T-ROAD.  TURN LEFT AND GO SOUTH ON NORTON ROAD
 JY1558'FOR 0.48 KM (0.30 MI) TO A T-ROAD.  TURN RIGHT, THEN LEFT AND SOUTH
 JY1558'ON NORTON ROAD FOR 2.4 KM (1.50 MI) TO JOHNSON ROAD ON THE LEFT AND
 JY1558'THE STATION NORTH OF JOHNSON ROAD.
 JY1558'STATION IS A STANDARD CALIBRATION LINE DISK SET IN THE TOP OF  A ROUND
 JY1558'CONCRETE MONUMENT 25 CM IN DIAMETER.  LOCATED 28.2 M (92.5 FT) EAST
 JY1558'FROM THE CENTER OF NORTON ROAD, 24.3 M (79.7 FT) NORTH FROM THE
 JY1558'CENTER OF JOHNSON ROAD, 22.4 M (73.5 FT) EAST FROM A FIRE HYDRANT AND
 JY1558'ON THE TOP OF A LOW FLOOD CONTROL LEVY SURROUNDED BY THREE 10 CM
 JY1558'DIAMTER PVC PIPES 1.1 METERFROM THE STATION.
 JY1558
 JY1558                          STATION RECOVERY (1992)
 JY1558
 JY1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (KM)
 JY1558'MARK IS A COMPONENT OF THE BOLTON CALIBRATION BASE LINE, LOCATED ABOUT
 JY1558'16.1 KM (10.0 MI) SOUTHWEST OF DOWNTOWN COLUMBUS, ALONG THE NORTH EDGE
 JY1558'OF JOHNSON ROAD. TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 270
 JY1558'(EXIT 5) AND GEORGESVILLE ROAD, LOCATED SOUTHWEST OF DOWNTOWN
 JY1558'COLUMBUS, GO SOUTHWEST OF GEORGESVILLE FOR 2.3 KM (1.4 MI) TO THE
 JY1558'T-JUNCTION OF NORTON ROAD. TURN LEFT AND GO SOUTH ON NORTON ROAD FOR
 JY1558'0.5 KM (0.3 MI) TO THE T-JUNCTION OF ALKIRE ROAD.  TURN RIGHT AND GO
 JY1558'WEST FOR 0.05 KM (0.03 MI) TO THE INTERSECTION OF NORTON ROAD ON THE
 JY1558'LEFT. **NOTE ROAD CONSTRUCTION ON NORTON ROAD WILL MAKE IT RUN
 JY1558'STRAIGHT THROUGH WHEN COMPLETED**.  TURN LEFT AND GO SOUTHERLY ON
 JY1558'NORTON ROAD FOR 2.4 KM (1.5 MI) TO THE MARK ON THE LEFT JUST BEFORE
 JY1558'INTERSECTION OF JOHNSON ROAD. MARK IS SET IN THE TOP OF A 25 CM (10
 JY1558'IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE GROUND
 JY1558'SURFACE AND IS SURROUNDED BY THREE 10 CM (4 IN) DIAMETER ORANGE P.V.C.
 JY1558'PIPES THAT PROJECT ABOUT 0.5 M (1.6 FT) ABOVE GROUND SURFACE. IT IS
 JY1558'27.8 M (91.2 FT) EAST OF THE CENTERLINE OF NORTON ROAD, 24.2 M (79.4
 JY1558'FT) NORTH OF, AND ABOUT 1.0 M (3.3 FT) HIGHER THAN, THE CENTERLINE OF
 JY1558'JOHNSON ROAD AND 22.4 M (73.5 FT) EAST OF A FIRE HYDRANT. FOR MORE
 JY1558'INFORMATION CONTACT MR. DEAN RINGLE, FRANKLIN COUNTY ENGINEERS OFFICE,
 JY1558'970 DUBLIN ROAD, COLUMBUS, OH 43215. CONTACT MR. DAVID CONNER, 1212
 JY1558'KINNEAR ROAD, COLUMBUS, OH 43212.
 JY1558
 JY1558                          STATION RECOVERY (1993)
 JY1558
 JY1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (DAC)
 JY1558'THESTATION IS LOCATED ABOUT 16 KM (9.94 MI) SOUTHWEST OF DOWNTOWN
 JY1558'COLUMBUS, 4.8 KM (2.98 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF
 JY1558'INTERSTATE HIGHWAY 270 AND GEORGESVILLE ROAD (EXIT 5), AT THE
 JY1558'SOUTHWEST CORNER OF THE BOLTON FIELD AIRPORT COMPLEX, ALONG THE NORTH
 JY1558'SIDE OF JOHNSON ROAD. OWNERSHIP--OHIO HIGHWAY DEPARTMENT.
 JY1558' 
 JY1558'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 270 AND GEORGESVILLE
 JY1558'ROAD (EXIT 5), GO SOUTHWEST ON GEORGESVILLE ROAD FOR 2.25 KM (1.40 MI)
 JY1558'TO A T-ROAD.  TURN LEFT, SOUTH, ON NORTON ROAD FOR 0.48 KM (0.30 MI)
 JY1558'TO A T-ROAD. TURN RIGHT, WEST, THEN LEFT, SOUTH, ON NORTON ROAD FOR
 JY1558'2.4 KM (1.49 MI) TO JOHNSON ROAD ON THE LEFT AND THE STATION NORTH OF
 JY1558'JOHNSON ROAD.
 JY1558' 
 JY1558'STATION MARK IS A STANDARD CALIBRATION LINE DISK SET IN THE TOP OF A
 JY1558'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, PROJECTING 2 CM.  IT IS
 JY1558'28.2 M (92.52 FT) EAST OF THE CENTER OF NORTON RD, 24.3 M (79.72 FT)
 JY1558'NORTH OF THE CENTER OF JOHNSON ROAD, 22.4 M (73.49 FT) EAST OF A FIRE
 JY1558'HYDRANT, AND ON THE TOP OF A LOW FLOOD CONTROL LEVY SURROUNDED BY
 JY1558'THREE 10 CM DIAMETER PVC PIPES 1.1 M (3.61 FT) FROM THE STATION.
 JY1558
 JY1558                          STATION RECOVERY (1994)
 JY1558
 JY1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 JY1558'THE STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) SOUTHWEST OF DOWNTOWN
 JY1558'COLUMBUS, 4.8 KM (3.00 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF
 JY1558'INTERSTATE HIGHWAY 270 AND GEORGESVILLE ROAD (EXIT 5), AT THE
 JY1558'SOUTHWEST CORNER OF THE BOLTON FIELD AIRPORT COMPLEX, ALONG THE NORTH
 JY1558'SIDE OF JOHNSON ROAD.  OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 JY1558' 
 JY1558'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 270 AND
 JY1558'GEORGESVILLE ROAD (EXIT 5), GO SOUTHWEST ON GEORGESVILLE ROAD FOR 2.25
 JY1558'KM (1.40 MI) TO A T-ROAD.  TURN LEFT AND GO SOUTH ON NORTON ROAD FOR
 JY1558'0.48 KM (0.30 MI) TO A T-ROAD.  TURN RIGHT, THEN LEFT AND SOUTH ON
 JY1558'NORTON ROAD FOR 2.4 KM (1.50 MI) TO JOHNSON ROAD ON THE LEFT AND THE
 JY1558'STATION NORTH OF JOHNSON ROAD.
 JY1558' 
 JY1558'STATION IS A STANDARD CALIBRATION LINE DISK SET IN THE TOP OF A ROUND
 JY1558'CONCRETE MONUMENT 25 CM IN DIAMETER.  LOCATED 28.2 M (92.5 FT) EAST
 JY1558'FROM THE CENTER OF NORTON ROAD, 24.3 M (79.7 FT) NORTH FROM THE CENTER
 JY1558'OF JOHNSON ROAD, 22.4 M (73.5 FT) EAST FROM A FIRE HYDRANT AND ON THE
 JY1558'TOP OF A LOW FLOOD CONTROL LEVY SURROUNDED BY THREE 10 CM DIAMTER PVC
 JY1558'PIPES 1.1 M (3.6 FT) FROM THE STATION.
 JY1558
 JY1558                          STATION RECOVERY (1995)
 JY1558
 JY1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JY1558'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF GROVE CITY,
 JY1558'4.8 KM (3.00 MI) SOUTHWEST OF INTERSTATE HIGHWAY 270, ON THE SOUTHWEST
 JY1558'SIDE OF COLUMBUS, AT THE SOUTHWEST CORNER OF BOLTON FIELD AIRPORT, IN
 JY1558'GRASS IN THE NORTHEAST QUADRANT OF THE JUNCTION OF JOHNSON ROAD AND
 JY1558'NORTON ROAD, AND AT THE SOUTHEAST CORNER OF A SMALL RIDGE LEADING
 JY1558'NORTH AND EAST.  OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, BOLTON FIELD,
 JY1558'2000 NORTON ROAD, COLUMBUS, OH 43228.  SUPERINTENDENT IS ELBERT CATES.
 JY1558'PHONE 614-851-9900.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 JY1558'INTERSTATE HIGHWAY 270 AND GEORGESVILLE ROAD (EXIT 5) ON THE SOUTHWEST
 JY1558'SIDE OF COLUMBUS, GO SOUTHWEST ON GEORGESVILLE ROAD FOR 2.26 KM (1.40
 JY1558'MI) TO A PAVED CROSSROAD (NORTON ROAD) .  TURN LEFT, SOUTH, ON NORTON
 JY1558'ROAD FOR 2.91 KM (1.80 MI) TO THE STATION ON THE LEFT JUST BEFORE THE
 JY1558'JUNCTION OF JOHNSON ROAD.  THE STATION IS SET IN THE TOP OF A 25-CM
 JY1558'ROUND CONCRETE POST PROJECTING 3 CM ABOVE GROUND.  IT IS 27.9 M (91.5
 JY1558'FT) EAST-SOUTHEAST OF THE CENTER OF NORTON ROAD, 24.4 M (80.1 FT)
 JY1558'NORTH-NORTHEAST OF THE CENTER OF JOHNSON ROAD, 22.4 M (73.5 FT)
 JY1558'SOUTHEAST OF A FIRE HYDRANT, AND 1.5 M (4.9 FT) NORTH-NORTHEAST OF A
 JY1558'STEEL WITNESS POST.  DESCRIBED BY D.G. AUG
 JY1558
 JY1558                          STATION RECOVERY (1995)
 JY1558
 JY1558'RECOVERY NOTE BY FRANKLIN COUNTY OHIO 1995 (DCR)
 JY1558'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTHWEST OF DOWNTOWN
 JY1558'COLUMBUS, 4.8 KM (3.00 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF
 JY1558'INTERSTATE HIGHWAY 270 AND GEORGESVILLE ROAD (EXIT 5), AT THE
 JY1558'SOUTHWEST CORNER OF THE BOLTON FIELD AIRPORT COMPLEX, ALONG THE NORTH
 JY1558'SIDE OF JOHNSON ROAD.  OWNERSHIP--COLUMBUS AIRPORT AUTHORITY.  TO
 JY1558'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 270 AND
 JY1558'GEORGESVILLE ROAD (EXIT 5), LOCATED SOUTHWEST OF DOWNTOWN COLUMBUS, GO
 JY1558'SOUTHWEST ON GEORGESVILLE ROAD FOR 2.25 KM (1.40 MI) TO THE JUNCTION
 JY1558'OF NORTON ROAD.  TURN LEFT AND GO SOUTH ON NORTON ROAD FOR 2.88 KM
 JY1558'(1.80 MI) TO THE STATION ON THE LEFT JUST BEFORE THE INTERSECTION OF
 JY1558'JOHNSON ROAD.  THE CONCRETE POST IS FLUSH WITH THE SURFACE OF THE
 JY1558'GROUND AND SURROUNDED BY THREE 10 CM DIAMETER ORANGE PVC PIPES THAT
 JY1558'PROJECT 0.5 M (1.6 FT) ABOVE THE SURFACE OF THE GROUND.  IT IS 27.8 M
 JY1558'(91.2 FT) EAST OF THE CENTERLINE OF NORTON ROAD, 24.2 M (79.4 FT)
 JY1558'NORTH OF, AND ABOUT 1 M (3.3 FT) HIGHER THAN THE CENTERLINE OF JOHNSON
 JY1558'ROAD AND 22.4 M (73.5 FT) EAST OF A FIRE HYDRANT.
 JY1558
 JY1558                          STATION RECOVERY (1996)
 JY1558
 JY1558'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1996 (CFS)
 JY1558'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF GROVE CITY,
 JY1558'4.8 KM (3.00 MI) SOUTHWEST OF INTERSTATE HIGHWAY 270, ON THE SOUTHWEST
 JY1558'SIDE OF COLUMBUS, AT THE SOUTHWEST CORNER OF BOLTON FIELD AIRPORT, IN
 JY1558'GRASS IN THE NORTHEAST QUADRANT OF THE JUNCTION OF JOHNSON ROAD AND
 JY1558'NORTON ROAD, AND AT THE SOUTHEAST CORNER OF A SMALL RIDGE LEADING
 JY1558'NORTH AND EAST.  OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, BOLTON FIELD,
 JY1558'2000 NORTON ROAD, COLUMBUS, OH 43228.  SUPERINTENDENT IS ELBERT CATES.
 JY1558'PHONE 614-851-9900.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 JY1558'INTERSTATE HIGHWAY 270 AND GEORGESVILLE ROAD (EXIT 5) ON THE SOUTHWEST
 JY1558'SIDE OF COLUMBUS, GO SOUTHWEST ON GEORGESVILLE ROAD FOR 2.26 KM (1.40
 JY1558'MI) TO A PAVED CROSSROAD (NORTON ROAD) .  TURN LEFT, SOUTH, ON NORTON
 JY1558'ROAD FOR 2.91 KM (1.80 MI) TO THE STATION ON THE LEFT JUST BEFORE THE
 JY1558'JUNCTION OF JOHNSON ROAD.  THE STATION IS SET IN THE TOP OF A 25-CM
 JY1558'ROUND CONCRETE POST PROJECTING 3 CM ABOVE GROUND.  IT IS 27.9 M (91.5
 JY1558'FT) EAST-SOUTHEAST OF THE CENTER OF NORTON ROAD, 24.4 M (80.1 FT)
 JY1558'NORTH-NORTHEAST OF THE CENTER OF JOHNSON ROAD, 22.4 M (73.5 FT)
 JY1558'SOUTHEAST OF A FIRE HYDRANT, AND 1.5 M (4.9 FT) NORTH-NORTHEAST OF A
 JY1558'STEEL WITNESS POST.  RECOVERED AS DESCRIBED BY D.G.  AUG
 JY1558
 JY1558                          STATION RECOVERY (1998)
 JY1558
 JY1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998
 JY1558'ANOTHER ALIAS IS BOLTON CAL BL 0. STATION IS AT EDMI CALIBRATION
 JY1558'BASELINE STATION 0 AT THE SOUTHWEST CORNER OF THE BOLTON AIRPORT
 JY1558'COMPLEX.  STATION IS 9.4 MI (15.1 KM) WEST SOUTHWEST OF OHIO STATE
 JY1558'CAPITOL IN DOWNTOWN COLUMBUS, OHIO.  TO ACCESS FROM EXIT 5 OF
 JY1558'INTERSTATE ROUTE 270, GO SOUTHWEST ON GEORGESVILLE ROAD FOR 2.25 KM
 JY1558'(1.40 MI) .  TURN SOUTH, LEFT, ON NORTON ROAD.  GO 2.85 KM (1.75 MI)
 JY1558'TO INTERSECTION WITH JOHNSON ROAD.  THE STATION IS IN THE NORTHEAST
 JY1558'CORNER OF THE INTERSECTION. THE STATION IS 1 M (3.3 FT) ABOVE THE
 JY1558'ROAD, 24.3 M (79.7 FT) NORTH OF CENTER OF JOHNSON ROAD, 27.6 M (90.6
 JY1558'FT) EAST OF CENTER OF NORTON ROAD, 22.4 M (73.5 FT) EAST OF A FIRE
 JY1558'HYDRANT, ON TOP OF A LOW FLOOD CONTROL DIKE.  STATION IS OVER DISK,
 JY1558'WHICH SET IN THE TOP OF A ROUND 25 CM CONCRETE POST, PROJECTING 2 CM .
 JY1558'IT IS IN THE MIDDLE OF THREE RED 10 CM PCV PIPES 1.1 M (3.6 FT) FROM
 JY1558'THE STATION.  CALIBRATION LINE EXTENDS EASTWARD.  THIS MARK IS THE
 JY1558'OHIO STATION FOR NGS-S EASTERN STRAIN NET (GPS) .
 JY1558
 JY1558                          STATION RECOVERY (2003)
 JY1558
 JY1558'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 JY1558'RECOVERED AS DESCRIBED.
 JY1558
 JY1558                          STATION RECOVERY (2004)
 JY1558
 JY1558'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (WDN)
 JY1558'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9685 ***********************************************************************
 AD9685  DESIGNATION -  BOLTON CBL 100
 AD9685  PID         -  AD9685
 AD9685  STATE/COUNTY-  OH/FRANKLIN
 AD9685  USGS QUAD   -  GALLOWAY (1994)
 AD9685
 AD9685                         *CURRENT SURVEY CONTROL
 AD9685  ___________________________________________________________________
 AD9685* NAD 83(1995)-  39 53 29.56972(N)    083 09 13.93785(W)     ADJUSTED  
 AD9685* NAVD 88     -       272.5    (meters)     894.     (feet)  GPS OBS   
 AD9685  ___________________________________________________________________
 AD9685  X           -     584,170.697 (meters)                     COMP
 AD9685  Y           -  -4,865,680.682 (meters)                     COMP
 AD9685  Z           -   4,068,907.041 (meters)                     COMP
 AD9685  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 AD9685  ELLIP HEIGHT-         239.23  (meters)          (10/07/05) GPS OBS
 AD9685  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 AD9685
 AD9685  HORZ ORDER  -  THIRD
 AD9685  ELLP ORDER  -  FIFTH     CLASS II
 AD9685
 AD9685.The horizontal coordinates were established by GPS observations
 AD9685.and adjusted by the National Geodetic Survey in June 1997..
 AD9685
 AD9685.The orthometric height was determined by GPS observations and a
 AD9685.high-resolution geoid model.
 AD9685
 AD9685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9685
 AD9685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9685
 AD9685.The ellipsoidal height was determined by GPS observations
 AD9685.and is referenced to NAD 83.
 AD9685
 AD9685.The geoid height was determined by GEOID03.
 AD9685
 AD9685;                    North         East     Units Scale Factor Converg.
 AD9685;SPC OH S     -   210,193.673   544,077.030   MT  0.99997503   -0 24 53.6
 AD9685;UTM  17      - 4,417,940.581   315,847.846   MT  1.00001750   -1 22 54.3
 AD9685
 AD9685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9685!SPC OH S     -   0.99996247  x   0.99997503  =   0.99993750
 AD9685!UTM  17      -   0.99996247  x   1.00001750  =   0.99997997
 AD9685
 AD9685|---------------------------------------------------------------------|
 AD9685| PID    Reference Object                     Distance      Geod. Az  |
 AD9685|                                                           dddmmss.s |
 AD9685| JY1558 BOLTON CBL 0                         30.497 METERS 27232     |
 AD9685|---------------------------------------------------------------------|
 AD9685
 AD9685                          SUPERSEDED SURVEY CONTROL
 AD9685
 AD9685  ELLIP H (06/20/97)  239.19   (m)                       GP(       ) 5 2
 AD9685
 AD9685.Superseded values are not recommended for survey control.
 AD9685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9685.See file dsdata.txt to determine how the superseded data were derived.
 AD9685
 AD9685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1584817941(NAD 83)
 AD9685_MARKER: DQ = CALIBRATION BASE LINE DISK
 AD9685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9685_STAMPING: 100 FT 1992
 AD9685_MARK LOGO: NGS   
 AD9685_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9685+STABILITY: SURFACE MOTION
 AD9685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9685+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1995
 AD9685
 AD9685  HISTORY     - Date     Condition        Report By
 AD9685  HISTORY     - 1985     MONUMENTED       NGS
 AD9685  HISTORY     - 19921006 GOOD             NGS
 AD9685  HISTORY     - 19950502 GOOD             NGS
 AD9685
 AD9685                          STATION DESCRIPTION
 AD9685
 AD9685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AD9685'THE BASE LINE IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTHWEST OF DOWNTOWN
 AD9685'COLUMBUS.  THE BASE LINE RUNS NEAR THE SOUTH END OF BOLTON FIELD
 AD9685'AIRPORT.  THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH
 AD9685'THE NORTH EDGE OF JOHNSON ROAD.
 AD9685' 
 AD9685'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST
 AD9685'END.  IT CONSISTS OF THE 0, 150, 430, AND 1050 METER POINTS WITH A
 AD9685'100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND EAST OF THE
 AD9685'0-METER POINT.
 AD9685' 
 AD9685'TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 270
 AD9685'(EXIT 5) AND GEORGEVILLE ROAD, LOCATED SOUTHWEST OF DOWNTOWN COLUMBUS,
 AD9685'GO SOUTHWEST ON GEORGEVILLE ROAD FOR 2.3 KM (1.4 MI) TO THE T-JUNCTION
 AD9685'OF NORTON ROAD.  TURN LEFT AND GO SOUTH ON NORTON ROAD FOR 0.5 KM (0.3
 AD9685'MI) TO THE T-JUNCTION OF AIREN ROAD.  TURN RIGHT AND GO WEST ON AIREN
 AD9685'ROAD FOR 0.05 KM (0.03 MI) TO THE INTERSECTION OF NORTON ROAD ON THE
 AD9685'LEFT.  **NOTE ROAD CONSTRUCTION ON NORTON ROAD WILL MAKE IT RUN
 AD9685'STRAIGHT THROUGH WHEN COMPLETED**.  TURN LEFT AND GO SOUTHERLY ON
 AD9685'NORTON ROAD FOR 2.4 KM (1.5 MI) TO THE 0-METER POINT ON THE LEFT JUST
 AD9685'BEFORE THE INTERSECTION OF JOHNSON ROAD.
 AD9685' 
 AD9685'THE 100-FOOT TAPE CALIBRATION STATION IS STANDARD NGS CALIBRATION BASE
 AD9685'LINE DISK STAMPED--100 FT 1992--, SET IN THE TOP OF A 30 CM (12 IN)
 AD9685'DIAMTER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 AD9685'58.2 M (190.9 FT) EAST OF THE CENTERLINE OF NORTON ROAD, 24.0 M (78.7
 AD9685'FT) NORTH OF, AND ABOUT 1.0 M (3.3 FT) HIGHER THAN, THE CENTERLINE OF
 AD9685'JOHNSON ROAD, AND 20.1 M (65.9 FT) NORTH-NORTHEAST OF WOODEN UTILITY
 AD9685'POLE 191-19.
 AD9685' 
 AD9685'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AD9685'ELEVATIONS ARE FOR CBL USE ONLY.  THERE ARE TWO FENCES THAT CROSS THE
 AD9685'BASE LINE BETWEEN THE 430 AND 1050 METER POINTS.  HOLES HAVE BEEN CUT
 AD9685'IN THESE FENCES TO ELIMINATE POSSIBLE INTERFERENCE.
 AD9685' 
 AD9685'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH OHIO
 AD9685'STATE UNIVERSITY AND REMEASURED WITH ASSISTANCE FROM THE FRANKLIN
 AD9685'COUNTY ENGINEERS OFFICE.  FOR MORE INFORMATION PLEASE CONTACT MR. DEAN
 AD9685'RINGLE, FRANKLIN COUNTY ENGINEERS OFFICE, 970 DUBLIN ROAD, COLUMBUS,
 AD9685'OH 43215.  TELEPHONE (614) 462-3050.  OR CONTACT MR. DAVID CONNER,
 AD9685'1212 KINNEAR ROAD, COLUMBUS, OH 43212. TELEPHONE (614) 292-1619.
 AD9685' 
 AD9685'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AD9685'ELEVATIONS ARE FOR CBL USE ONLY.  THERE ARE TWO FENCES THAT CROSS THE
 AD9685'BASE LINE BETWEEN THE 430 AND 1050 METER POINTS.  HOLES HAVE BEEN CUT
 AD9685'IN THESE FENCES TO ELIMINATE POSSIBLE INTERFERENCE.
 AD9685' 
 AD9685'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH OHIO
 AD9685'STATE UNIVERSITY AND REMEASURED WITH ASSISTANCE FROM THE FRANKLIN
 AD9685'COUNTY ENGINEERS OFFICE.  FOR MORE INFORMATION PLEASE CONTACT MR. DEAN
 AD9685'RINGLE, FRANKLIN COUNTY ENGINEERS OFFICE, 970 DUBLIN ROAD, COLUMBUS,
 AD9685'OH 43215.  TELEPHONE (614) 462-3050.  OR CONTACT MR. DAVID CONNER,
 AD9685'1212 KINNEAR ROAD, COLUMBUS, OH 43212. TELEPHONE (614) 292-1619.
 AD9685
 AD9685                          STATION RECOVERY (1992)
 AD9685
 AD9685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (KM)
 AD9685'MARK IS A COMPONENT OF THE BOLTON CALIBRATION BASE LINE, LOCATED ABOUT
 AD9685'16.1 KM (10.0 MI) SOUTHWEST OF DOWNTOWN COLUMBUS, ALONG THE NORTH EDGE
 AD9685'OF JOHNSON ROAD. TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 270
 AD9685'(EXIT 5) AND GEORGESVILLE ROAD, LOCATED SOUTHWEST OF DOWNTOWN
 AD9685'COLUMBUS, GO SOUTHWEST OF GEORGESVILLE FOR 2.3 KM (1.4 MI) TO THE
 AD9685'T-JUNCTION OF NORTON ROAD. TURN LEFT AND GO SOUTH ON NORTON ROAD FOR
 AD9685'0.5 KM (0.3 MI) TO THE T-JUNCTION OF ALKIRE ROAD.  TURN RIGHT AND GO
 AD9685'WEST FOR 0.05 KM (0.03 MI) TO THE INTERSECTION OF NORTON ROAD ON THE
 AD9685'LEFT. **NOTE ROAD CONSTRUCTION ON NORTON ROAD WILL MAKE IT RUN
 AD9685'STRAIGHT THROUGH WHEN COMPLETED**.  TURN LEFT AND GO SOUTHERLY ON
 AD9685'NORTON ROAD FOR 2.4 KM (1.5 MI) TO THE INTERSECTION OF JOHNSON ROAD.
 AD9685'TURN LEFT AND GO EAST ON JOHNSON ROAD FOR 60 M (196.8 FT) TO THE MARK
 AD9685'ON THE LEFT. MARK IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER
 AD9685'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 58.2 M (190.9 FT)
 AD9685'EAST OF THE CENTERLINE OF NORTON ROAD, 24.0 M (78.7 FT) NORTH OF, AND
 AD9685'ABOUT 1.0 M (3.3 FT) HIGHER THAN, THE CENTERLINE OF JOHNSON ROAD, AND
 AD9685'20.1 M (65.9 FT) NORTH-NORTHEAST OF WOODEN UTILITY POLE NO. 191-19.
 AD9685'FOR MORE INFORMATION CONTACT MR. DEAN RINGLE, FRANKLIN COUNTY
 AD9685'ENGINEERS OFFICE, 970 DUBLIN ROAD, COLUMBUS, OH 43215. CONTACT MR.
 AD9685'DAVID CONNER, 1212 KINNEAR ROAD, COLUMBUS, OH 43212.
 AD9685
 AD9685                          STATION RECOVERY (1995)
 AD9685
 AD9685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9685'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF GROVE CITY,
 AD9685'4.8 KM (3.00 MI) SOUTHWEST OF INTERSTATE HIGHWAY 270, ON THE SOUTHWEST
 AD9685'SIDE OF COLUMBUS, AT THE SOUTHWEST CORNER OF BOLTON FIELD AIRPORT, IN
 AD9685'GRASS IN THE NORTHEAST QUADRANT OF THE JUNCTION OF JOHNSON ROAD AND
 AD9685'NORTON ROAD, AND AT THE SOUTHEAST CORNER OF A SMALL RIDGE LEADING
 AD9685'NORTH AND EAST.  OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, BOLTON FIELD,
 AD9685'2000 NORTON ROAD, COLUMBUS, OH 43228.  SUPERINTENDENT IS ELBERT CATES.
 AD9685'PHONE 614-851-9900.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 AD9685'INTERSTATE HIGHWAY 270 AND GEORGESVILLE ROAD (EXIT 5) ON THE SOUTHWEST
 AD9685'SIDE OF COLUMBUS, GO SOUTHWEST ON GEORGESVILLE ROAD FOR 2.26 KM (1.40
 AD9685'MI) TO A PAVED CROSSROAD (NORTON ROAD) .  TURN LEFT, SOUTH, ON NORTON
 AD9685'ROAD FOR 2.91 KM (1.80 MI) TO THE BOULTON CBL 0 STATION ON THE LEFT
 AD9685'JUST BEFORE THE JUNCTION OF JOHNSON ROAD AND THE CBL 100 FT (30.5 M)
 AD9685'STATION TO THE EAST.  THE STATION IS SET IN THE TOP OF A 25-CM ROUND
 AD9685'CONCRETE POST FLUSH WITH THE GROUND IT IS 190.9 FT (58.2 M) EAST OF
 AD9685'THE CENTERLINE OF NORTON ROAD, 78.7 FT (24.0 M) NORTH OF AND ABOUT 3.3
 AD9685'FT (1.0 M) HIGHER THAN THE CENTERLINE OF JOHNSON ROAD AND 65.9 FT
 AD9685'(20.1 M) NORTH-NORTHEAST OF THE WOODEN UTILITY POLE NUMBER 191-19.
 AD9685'NOTE--THIS STATION WAS NOT DESCRIBED DURING THE PROJECT AND THIS
 AD9685'DESCRIPTION WAS MADE BY MERGING THE TO REACH FROM BOULTON CBL 0 AND
 AD9685'THE LOCAL MEASUREMENTS FROM THE NGSIDB CD DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1559 ***********************************************************************
 JY1559  SACS        -  This is a Secondary Airport Control Station.
 JY1559  DESIGNATION -  BOLTON CBL 1050
 JY1559  PID         -  JY1559
 JY1559  STATE/COUNTY-  OH/FRANKLIN
 JY1559  USGS QUAD   -  GALLOWAY (1994)
 JY1559
 JY1559                         *CURRENT SURVEY CONTROL
 JY1559  ___________________________________________________________________
 JY1559* NAD 83(1995)-  39 53 28.11379(N)    083 08 31.06875(W)     ADJUSTED  
 JY1559* NAVD 88     -       273.37   (meters)     896.9    (feet)  GPS OBS   
 JY1559  ___________________________________________________________________
 JY1559  X           -     585,185.456 (meters)                     COMP
 JY1559  Y           -  -4,865,588.361 (meters)                     COMP
 JY1559  Z           -   4,068,873.093 (meters)                     COMP
 JY1559  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 JY1559  ELLIP HEIGHT-         240.02  (meters)          (10/07/05) GPS OBS
 JY1559  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JY1559
 JY1559  HORZ ORDER  -  FIRST
 JY1559  ELLP ORDER  -  FIFTH     CLASS II
 JY1559
 JY1559.This mark is at Bolton Field Airport (TZR)
 JY1559
 JY1559.The horizontal coordinates were established by GPS observations
 JY1559.and adjusted by the National Geodetic Survey in June 1997..
 JY1559
 JY1559.The orthometric height was determined by GPS observations and a
 JY1559.high-resolution geoid model.
 JY1559
 JY1559.GPS derived orthometric heights for airport stations designated as
 JY1559.PACS or SACS are published to 2 decimal places.  This maintains
 JY1559.centimeter relative accuracy between the PACS and SACS.  It does
 JY1559.not indicate centimeter accuracy relative to other marks which are
 JY1559.part of the NAVD 88 network.
 JY1559
 JY1559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1559
 JY1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1559
 JY1559.The ellipsoidal height was determined by GPS observations
 JY1559.and is referenced to NAD 83.
 JY1559
 JY1559.The geoid height was determined by GEOID03.
 JY1559
 JY1559;                    North         East     Units Scale Factor Converg.
 JY1559;SPC OH S     -   210,141.463   545,095.143   MT  0.99997496   -0 24 26.4
 JY1559;UTM  17      - 4,417,871.197   316,864.974   MT  1.00001290   -1 22 26.7
 JY1559
 JY1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1559!SPC OH S     -   0.99996235  x   0.99997496  =   0.99993731
 JY1559!UTM  17      -   0.99996235  x   1.00001290  =   0.99997525
 JY1559
 JY1559:                Primary Azimuth Mark                     Grid Az
 JY1559:SPC OH S     -  BOLTON CBL 0                             272 56 10.2
 JY1559:UTM  17      -  BOLTON CBL 0                             273 54 10.5
 JY1559
 JY1559|---------------------------------------------------------------------|
 JY1559| PID    Reference Object                     Distance      Geod. Az  |
 JY1559|                                                           dddmmss.s |
 JY1559| JY1558 BOLTON CBL 0                        APPROX. 1.0 KM 2723143.8 |
 JY1559|---------------------------------------------------------------------|
 JY1559
 JY1559                          SUPERSEDED SURVEY CONTROL
 JY1559
 JY1559  ELLIP H (06/20/97)  239.98   (m)                       GP(       ) 5 2
 JY1559  NAD 83(1986)-  39 53 28.11765(N)    083 08 31.07517(W) AD(       ) 3
 JY1559  NAD 27      -  39 53 27.90224(N)    083 08 31.42120(W) AD(       ) 3
 JY1559  NGVD 29 (02/23/89)  273.8    (m)          898.     (f) GPS OBS        
 JY1559
 JY1559.Superseded values are not recommended for survey control.
 JY1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1559.See file dsdata.txt to determine how the superseded data were derived.
 JY1559
 JY1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1686517871(NAD 83)
 JY1559_MARKER: DQ = CALIBRATION BASE LINE DISK
 JY1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1559_SP_SET: CONCRETE POST
 JY1559_STAMPING: 1050 M 1985
 JY1559_MARK LOGO: NGS   
 JY1559_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1559+STABILITY: SURFACE MOTION
 JY1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1559+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1995
 JY1559
 JY1559  HISTORY     - Date     Condition        Report By
 JY1559  HISTORY     - 1985     MONUMENTED       NGS
 JY1559  HISTORY     - 1986     GOOD             NGS
 JY1559  HISTORY     - 19870615 GOOD             NGS
 JY1559  HISTORY     - 19870818 GOOD
 JY1559  HISTORY     - 19921006 GOOD             NGS
 JY1559  HISTORY     - 19950502 GOOD             NGS
 JY1559
 JY1559                          STATION DESCRIPTION
 JY1559
 JY1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JY1559'THE BASE LINE IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTHWEST OF DOWNTOWN
 JY1559'COLUMBUS.  THE BASE LINE RUNS NEAR THE SOUTH END OF BOLTON FIELD
 JY1559'AIRPORT.  THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH
 JY1559'THE NORTH EDGE OF JOHNSON ROAD.
 JY1559' 
 JY1559'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST
 JY1559'END.  IT CONSISTS OF THE 0, 150, 430, AND 1050 METER POINTS WITH A
 JY1559'100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND EAST OF THE
 JY1559'0-METER POINT.
 JY1559' 
 JY1559'TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 270
 JY1559'(EXIT 5) AND GEORGEVILLE ROAD, LOCATED SOUTHWEST OF DOWNTOWN COLUMBUS,
 JY1559'GO SOUTHWEST ON GEORGEVILLE ROAD FOR 2.3 KM (1.4 MI) TO THE T-JUNCTION
 JY1559'OF NORTON ROAD.  TURN LEFT AND GO SOUTH ON NORTON ROAD FOR 0.5 KM (0.3
 JY1559'MI) TO THE T-JUNCTION OF AIREN ROAD.  TURN RIGHT AND GO WEST ON AIREN
 JY1559'ROAD FOR 0.05 KM (0.03 MI) TO THE INTERSECTION OF NORTON ROAD ON THE
 JY1559'LEFT.  **NOTE ROAD CONSTRUCTION ON NORTON ROAD WILL MAKE IT RUN
 JY1559'STRAIGHT THROUGH WHEN COMPLETED**.  TURN LEFT AND GO SOUTHERLY ON
 JY1559'NORTON ROAD FOR 2.4 KM (1.5 MI) TO THE 0-METER POINT ON THE LEFT JUST
 JY1559'BEFORE THE INTERSECTION OF JOHNSON ROAD.
 JY1559' 
 JY1559'THE 1050-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 JY1559'STAMPED--1050 M. 1985--, SET IN THE TOP OF A 26 CM (10 IN) DIAMETER
 JY1559'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND THAT IS SURROUNDED
 JY1559'BY THREE 10 CM (4 IN) DIAMETER ORANGE P.V.C. PIPES THAT PROJECT ABOUT
 JY1559'0.5 M (1.6 FT) ABOVE THE SURFACE OF THE GROUND.  IT IS 47.6 M (156.2
 JY1559'FT) EAST OF A TALL CHAIN LINK FENCE, 20.9 M (68.6 FT) NORTH OF, AND
 JY1559'ABOUT LEVEL WITH, THE CENTERLINE OF JOHNSON ROAD, AND 20.9 M (20.9 FT)
 JY1559'NORTHWEST OF A FIRE HYDRANT.
 JY1559' 
 JY1559'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 JY1559'ELEVATIONS ARE FOR CBL USE ONLY.  THERE ARE TWO FENCES THAT CROSS THE
 JY1559'BASE LINE BETWEEN THE 430 AND 1050 METER POINTS.  HOLES HAVE BEEN CUT
 JY1559'IN THESE FENCES TO ELIMINATE POSSIBLE INTERFERENCE.
 JY1559' 
 JY1559'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH OHIO
 JY1559'STATE UNIVERSITY AND REMEASURED WITH ASSISTANCE FROM THE FRANKLIN
 JY1559'COUNTY ENGINEERS OFFICE.  FOR MORE INFORMATION PLEASE CONTACT MR. DEAN
 JY1559'RINGLE, FRANKLIN COUNTY ENGINEERS OFFICE, 970 DUBLIN ROAD, COLUMBUS,
 JY1559'OH 43215.  TELEPHONE (614) 462-3050.  OR CONTACT MR. DAVID CONNER,
 JY1559'1212 KINNEAR ROAD, COLUMBUS, OH 43212. TELEPHONE (614) 292-1619.
 JY1559
 JY1559                          STATION RECOVERY (1986)
 JY1559
 JY1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JY1559'STATION IS LOCATED ABOUT 9.6 MILES SOUTHWEST OF DOWNTOWN COLUMBUS, 2.6
 JY1559'MILE SOUTH-SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 270 AND
 JY1559'GEORGESVILLE ROAD (EXIT 5), ALONG THE SOUTH EDGE OF THE BOLTON FIELD
 JY1559'(AIRPORT) COMPLEX.
 JY1559'TO REACH FROM EXIT 5 OF HIGHWAY 270, GO SOUTHWEST ON GEORGESVILLE ROAD
 JY1559'FOR 1.4 MILES TO A T-ROAD.  TURN LEFT, SOUTH, ON NORTON ROAD, FOR 0.3
 JY1559'MILE TO A T-ROAD.  TURN RIGHT, THEN LEFT, SOUTH, ON NORTON ROAD FOR
 JY1559'1.5 MILES TO A CROSSROAD, TURN LEFT, EAST, ON JOHNSON ROAD FOR 0.7 MIL
 JY1559'TO THE STATION ON THE LEFT, AT DIVIDE LINE OF CULTIVATED FIELD.
 JY1559'STATION MARK IS STANDARD NGS CALIBRATION BASELINE DISK STAMPED --1050
 JY1559'M---, SET IN THE TOP OF A 25 CM ROUND CONCRETE POST PROJECTING 1 CM.
 JY1559'IT IS IN THE MIDDLE OF THREE 10 CM PVC PIPES SET 1.1 METERS FROM THE
 JY1559'STATION, 21.2 METERS NORTH OF THE ROAD CENTER, AND 20.9 METERS
 JY1559'NORTHWEST OF A FIRE HYDRANT.
 JY1559'DESCRIBED BY G R HEID.  TYPED BY JAMES MALONEY 9/04/87.
 JY1559
 JY1559                          STATION RECOVERY (1987)
 JY1559
 JY1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JY1559'THE STATION IS LOCATED ON THE SOUTH SIDE OF AIRPORT, 1324.5 FT (403.7
 JY1559'M) SOUTH OF CL END RWY 4, 119.9 FT (36.5 M) NORTHWEST OF POWER POLE,
 JY1559'70.3 FT (21.4 M) NORTH OF CENTERLINE OF JOHNSON RD, 68.9 FT (21.0 M)
 JY1559'NORTHWEST OF FIRE HYDRANT AND 3.8 FT (1.2 M) NORTH OF WITNESS SIGN.
 JY1559'THREE 4 INCH ORANGE PLASTIC PIPES ARE SET AROUND THE STATION IN A
 JY1559'TRIANGLE AS WITNESS/GUARD POSTS.  THE STATION IS MARKED WITH A NGS
 JY1559'DISK STAMPED BOLTON CAL BL 1950 SET IN TOP OF 10 INCH ROUND CONCRETE
 JY1559'MONUMENT.
 JY1559
 JY1559                          STATION RECOVERY (1987)
 JY1559
 JY1559'RECOVERED 1987
 JY1559'RECOVERED IN GOOD CONDITION.
 JY1559
 JY1559                          STATION RECOVERY (1992)
 JY1559
 JY1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (KM)
 JY1559'MARK IS A COMPONENT OF THE BOLTON CALIBRATION BASE LINE, LOCATED ABOUT
 JY1559'16.1 KM (10.0 MI) SOUTHWEST OF DOWNTOWN COLUMBUS, ALONG THE NORTH EDGE
 JY1559'OF JOHNSON ROAD. TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 270
 JY1559'(EXIT 5) AND GEORGESVILLE ROAD, LOCATED SOUTHWEST OF DOWNTOWN
 JY1559'COLUMBUS, GO SOUTHWEST OF GEORGESVILLE FOR 2.3 KM (1.4 MI) TO THE
 JY1559'T-JUNCTION OF NORTON ROAD. TURN LEFT AND GO SOUTH ON NORTON ROAD FOR
 JY1559'0.5 KM (0.3 MI) TO THE T-JUNCTION OF ALKIRE ROAD.  TURN RIGHT AND GO
 JY1559'WEST FOR 0.05 KM (0.03 MI) TO THE INTERSECTION OF NORTON ROAD ON THE
 JY1559'LEFT. **NOTE ROAD CONSTRUCTION ON NORTON ROAD WILL MAKE IT RUN
 JY1559'STRAIGHT THROUGH WHEN COMPLETED**.  TURN LEFT AND GO SOUTHERLY ON
 JY1559'NORTON ROAD FOR 2.4 KM (1.5 MI) TO THE INTERSECTION OF JOHNSON ROAD.
 JY1559'TURN LEFT AND GO EAST ON JOHNSON ROAD FOR 1.1 KM (0.7 MI) TO THE MARK
 JY1559'ON THE LEFT. MARK IS SET IN THE TOP OF A 26 CM (10 IN) DIAMETER
 JY1559'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS SURROUNDED BY THREE
 JY1559'10 CM (4 IN) DIAMETER ORANGE P.V.C. PIPES THAT PROJECT ABOUT 0.5 M
 JY1559'(1.6 FT) ABOVE GROUND SURFACE. IT IS 47.6 M (156.2 FT) EAST OF A TALL
 JY1559'CHAIN LINK FENCE, 20.9 M (68.6 FT) NORTH OF, AND ABOUT LEVEL WITH THE
 JY1559'CENTERLINE OF JOHNSON ROAD AND 20.9 M (68.6 FT) NORTHWEST OF A FIRE
 JY1559'HYDRANT. FOR MORE INFORMATION CONTACT MR. DEAN RINGLE, FRANKLIN COUNTY
 JY1559'ENGINEERS OFFICE, 970 DUBLIN ROAD, COLUMBUS, OH 43215. CONTACT MR.
 JY1559'DAVID CONNER, 1212 KINNEAR ROAD, COLUMBUS, OH 43212.
 JY1559
 JY1559                          STATION RECOVERY (1995)
 JY1559
 JY1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JY1559'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF GROVE CITY,
 JY1559'4.8 KM (3.00 MI) SOUTHWEST OF INTERSTATE HIGHWAY 270, ON THE SOUTHWEST
 JY1559'SIDE OF COLUMBUS, AT THE SOUTHEAST CORNER OF BOLTON FIELD ALONG
 JY1559'JOHNSON ROAD, AND ADJACENT TO A CULTIVATED FIELD. OWNERSHIP--COLUMBUS
 JY1559'AIRPORT AUTHORITY, BOLTON FIELD, 2000 NORTON ROAD, COLUMBUS, OH 43228.
 JY1559'SUPERINTENDENT IS ELBERT CATES.  PHONE 614-851-9900.  TO REACH FROM
 JY1559'THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 270 AND
 JY1559'GEORGESVILLE ROAD (EXIT 5) ON THE SOUTHWEST SIDE OF COLUMBUS, GO
 JY1559'SOUTHWEST ON GEORGESVILLE ROAD FOR 2.26 KM (1.40 MI) TO A PAVED
 JY1559'CROSSROAD (NORTON ROAD) .  TURN LEFT, SOUTH, ON NORTON ROAD FOR 2.91
 JY1559'KM (1.80 MI) TO A PAVED CROSSROAD (JOHNSON ROAD) .  TURN LEFT, EAST,
 JY1559'ON JOHNSON ROAD FOR 1.05 KM (0.65 MI) TO THE STATION ON THE LEFT.  THE
 JY1559'STATION IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST PROJECTING 3
 JY1559'CM ABOVE GROUND.  IT IS 50.1 M (164.4 FT) EAST OF A CHAIN LINK FENCE
 JY1559'CORNER, 20.8 M (68.2 FT) NORTH-NORTHWEST OF A FIRE HYDRANT, 21.0 M
 JY1559'(68.9 FT) NORTH-NORTHEAST OF JOHNSON ROAD, AND 1.1 M (3.6 FT)
 JY1559'NORTH-NORTHEAST OF A STEEL WITNESS POST.  DESCRIBED BY D.G.  AUG THIS
 JY1559'IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9684 ***********************************************************************
 AD9684  DESIGNATION -  BOLTON CBL 150
 AD9684  PID         -  AD9684
 AD9684  STATE/COUNTY-  OH/FRANKLIN
 AD9684  USGS QUAD   -  GALLOWAY (1994)
 AD9684
 AD9684                         *CURRENT SURVEY CONTROL
 AD9684  ___________________________________________________________________
 AD9684* NAD 83(1995)-  39 53 29.39850(N)    083 09 08.91240(W)     ADJUSTED  
 AD9684* NAVD 88     -       272.5    (meters)     894.     (feet)  GPS OBS   
 AD9684  ___________________________________________________________________
 AD9684  X           -     584,289.649 (meters)                     COMP
 AD9684  Y           -  -4,865,669.818 (meters)                     COMP
 AD9684  Z           -   4,068,902.995 (meters)                     COMP
 AD9684  LAPLACE CORR-          -7.49  (seconds)                    DEFLEC99
 AD9684  ELLIP HEIGHT-         239.24  (meters)          (10/07/05) GPS OBS
 AD9684  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 AD9684
 AD9684  HORZ ORDER  -  THIRD
 AD9684  ELLP ORDER  -  FIFTH     CLASS II
 AD9684
 AD9684.The horizontal coordinates were established by GPS observations
 AD9684.and adjusted by the National Geodetic Survey in June 1997..
 AD9684
 AD9684.The orthometric height was determined by GPS observations and a
 AD9684.high-resolution geoid model.
 AD9684
 AD9684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9684
 AD9684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9684
 AD9684.The ellipsoidal height was determined by GPS observations
 AD9684.and is referenced to NAD 83.
 AD9684
 AD9684.The geoid height was determined by GEOID03.
 AD9684
 AD9684;                    North         East     Units Scale Factor Converg.
 AD9684;SPC OH S     -   210,187.528   544,196.380   MT  0.99997502   -0 24 50.4
 AD9684;UTM  17      - 4,417,932.424   315,967.080   MT  1.00001696   -1 22 51.0
 AD9684
 AD9684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9684!SPC OH S     -   0.99996247  x   0.99997502  =   0.99993749
 AD9684!UTM  17      -   0.99996247  x   1.00001696  =   0.99997943
 AD9684
 AD9684|---------------------------------------------------------------------|
 AD9684| PID    Reference Object                     Distance      Geod. Az  |
 AD9684|                                                           dddmmss.s |
 AD9684| JY1558 BOLTON CBL 0                        150.008 METERS 27232     |
 AD9684|---------------------------------------------------------------------|
 AD9684
 AD9684                          SUPERSEDED SURVEY CONTROL
 AD9684
 AD9684  ELLIP H (06/20/97)  239.20   (m)                       GP(       ) 5 2
 AD9684
 AD9684.Superseded values are not recommended for survey control.
 AD9684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9684.See file dsdata.txt to determine how the superseded data were derived.
 AD9684
 AD9684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1596717932(NAD 83)
 AD9684_MARKER: DQ = CALIBRATION BASE LINE DISK
 AD9684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9684_STAMPING: 150 M 1985
 AD9684_MARK LOGO: NGS   
 AD9684_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9684+STABILITY: SURFACE MOTION
 AD9684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9684+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1995
 AD9684
 AD9684  HISTORY     - Date     Condition        Report By
 AD9684  HISTORY     - 1985     MONUMENTED       NGS
 AD9684  HISTORY     - 19950502 GOOD             NGS
 AD9684
 AD9684                          STATION DESCRIPTION
 AD9684
 AD9684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AD9684'THE BASE LINE IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTHWEST OF DOWNTOWN
 AD9684'COLUMBUS.  THE BASE LINE RUNS NEAR THE SOUTH END OF BOLTON FIELD
 AD9684'AIRPORT.  THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH
 AD9684'THE NORTH EDGE OF JOHNSON ROAD.
 AD9684' 
 AD9684'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST
 AD9684'END.  IT CONSISTS OF THE 0, 150, 430, AND 1050 METER POINTS WITH A
 AD9684'100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND EAST OF THE
 AD9684'0-METER POINT.
 AD9684' 
 AD9684'TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 270
 AD9684'(EXIT 5) AND GEORGEVILLE ROAD, LOCATED SOUTHWEST OF DOWNTOWN COLUMBUS,
 AD9684'GO SOUTHWEST ON GEORGEVILLE ROAD FOR 2.3 KM (1.4 MI) TO THE T-JUNCTION
 AD9684'OF NORTON ROAD.  TURN LEFT AND GO SOUTH ON NORTON ROAD FOR 0.5 KM (0.3
 AD9684'MI) TO THE T-JUNCTION OF AIREN ROAD.  TURN RIGHT AND GO WEST ON AIREN
 AD9684'ROAD FOR 0.05 KM (0.03 MI) TO THE INTERSECTION OF NORTON ROAD ON THE
 AD9684'LEFT.  **NOTE ROAD CONSTRUCTION ON NORTON ROAD WILL MAKE IT RUN
 AD9684'STRAIGHT THROUGH WHEN COMPLETED**.  TURN LEFT AND GO SOUTHERLY ON
 AD9684'NORTON ROAD FOR 2.4 KM (1.5 MI) TO THE 0-METER POINT ON THE LEFT JUST
 AD9684'BEFORE THE INTERSECTION OF JOHNSON ROAD.
 AD9684' 
 AD9684'THE POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED--150 M.
 AD9684'1985--, SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH
 AD9684'WITH THE SURFACE OF THE GROUND THAT IS SURROUNDED BY THREE 10 CM (4
 AD9684'IN) DIAMETER ORANGE P.V.C. PIPES THAT PROJECT ABOUT 0.5 M (1.6 FT)
 AD9684'ABOVE THE SURFACE OF THE GROUND.  IT IS 37.8 M (124.0 FT) WEST OF THE
 AD9684'SOUTHWEST CORNER OF A CONCRETE CULVERT, 23.8 M (78.1 FT) NORTH OF, AND
 AD9684'ABOUT 2.0 M (6.6 FT) HIGHER THAN THE CENTERLINE OF JOHNSON ROAD, AND
 AD9684'19.6 M (64.3 FT) NORTH- NORTHEAST OF WOODEN UTILITY POLE 191-17.
 AD9684' 
 AD9684'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AD9684'ELEVATIONS ARE FOR CBL USE ONLY.  THERE ARE TWO FENCES THAT CROSS THE
 AD9684'BASE LINE BETWEEN THE 430 AND 1050 METER POINTS.  HOLES HAVE BEEN CUT
 AD9684'IN THESE FENCES TO ELIMINATE POSSIBLE INTERFERENCE.
 AD9684' 
 AD9684'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH OHIO
 AD9684'STATE UNIVERSITY AND REMEASURED WITH ASSISTANCE FROM THE FRANKLIN
 AD9684'COUNTY ENGINEERS OFFICE.  FOR MORE INFORMATION PLEASE CONTACT MR. DEAN
 AD9684'RINGLE, FRANKLIN COUNTY ENGINEERS OFFICE, 970 DUBLIN ROAD, COLUMBUS,
 AD9684'OH 43215.  TELEPHONE (614) 462-3050.  OR CONTACT MR. DAVID CONNER,
 AD9684'1212 KINNEAR ROAD, COLUMBUS, OH 43212. TELEPHONE (614) 292-1619.
 AD9684
 AD9684                          STATION RECOVERY (1995)
 AD9684
 AD9684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9684'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF GROVE CITY,
 AD9684'4.8 KM (3.00 MI) SOUTHWEST OF INTERSTATE HIGHWAY 270, ON THE SOUTHWEST
 AD9684'SIDE OF COLUMBUS, JUST EAST OF THE SOUTHWEST CORNER OF BOLTON FIELD
 AD9684'AIRPORT, IN GRASS IN THE NORTHEAST QUADRANT OF THE JUNCTION OF JOHNSON
 AD9684'ROAD AND NORTON ROAD, AND ON A SMALL RIDGE LEADING EAST AND WEST.
 AD9684'OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, BOLTON FIELD, 2000 NORTON ROAD,
 AD9684'COLUMBUS, OH 43228.  SUPERINTENDENT IS ELBERT CATES.  PHONE
 AD9684'614-851-9900.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 AD9684'INTERSTATE HIGHWAY 270 AND GEORGESVILLE ROAD (EXIT 5) ON THE SOUTHWEST
 AD9684'SIDE OF COLUMBUS, GO SOUTHWEST ON GEORGESVILLE ROAD FOR 2.26 KM (1.40
 AD9684'MI) TO A PAVED CROSSROAD (NORTON ROAD) .  TURN LEFT, SOUTH, ON NORTON
 AD9684'ROAD FOR 2.91 KM (1.80 MI) TO A PAVED CROSSROAD (JOHNSON ROAD) .  TURN
 AD9684'LEFT, EAST, ON JOHNSON ROAD FOR 150 M (492.1 FT) TO THE STATION ON THE
 AD9684'LEFT.  THE STATION IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST
 AD9684'PROJECTING 3 CM ABOVE GROUND.  IT IS 24.1 M (79.1 FT) NORTH-NORTHEAST
 AD9684'OF, AND ABOUT 2 M (6.6 FT) HIGHER THAN THE CENTER OF JOHNSON ROAD,
 AD9684'37.8 M (124.0 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A 1.8 M
 AD9684'(5.9 FT) SQUARE CONCRETE DRAIN PROJECTING 35 CM, 19.6 M (64.3 FT)
 AD9684'NORTHEAST OF POWER POLE NUMBER 191-17, AND 1.2 M (3.9 FT)
 AD9684'NORTH-NORTHEAST OF A STEEL WITNESS POST. DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9683 ***********************************************************************
 AD9683  DESIGNATION -  BOLTON CBL 430
 AD9683  PID         -  AD9683
 AD9683  STATE/COUNTY-  OH/FRANKLIN
 AD9683  USGS QUAD   -  GALLOWAY (1994)
 AD9683
 AD9683                         *CURRENT SURVEY CONTROL
 AD9683  ___________________________________________________________________
 AD9683* NAD 83(1995)-  39 53 28.99928(N)    083 08 57.13867(W)     ADJUSTED  
 AD9683* NAVD 88     -       273.3    (meters)     897.     (feet)  GPS OBS   
 AD9683  ___________________________________________________________________
 AD9683  X           -     584,568.389 (meters)                     COMP
 AD9683  Y           -  -4,865,644.824 (meters)                     COMP
 AD9683  Z           -   4,068,893.990 (meters)                     COMP
 AD9683  LAPLACE CORR-          -7.53  (seconds)                    DEFLEC99
 AD9683  ELLIP HEIGHT-         239.93  (meters)          (10/07/05) GPS OBS
 AD9683  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AD9683
 AD9683  HORZ ORDER  -  THIRD
 AD9683  ELLP ORDER  -  FIFTH     CLASS II
 AD9683
 AD9683.The horizontal coordinates were established by GPS observations
 AD9683.and adjusted by the National Geodetic Survey in June 1997..
 AD9683
 AD9683.The orthometric height was determined by GPS observations and a
 AD9683.high-resolution geoid model.
 AD9683
 AD9683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9683
 AD9683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9683
 AD9683.The ellipsoidal height was determined by GPS observations
 AD9683.and is referenced to NAD 83.
 AD9683
 AD9683.The geoid height was determined by GEOID03.
 AD9683
 AD9683;                    North         East     Units Scale Factor Converg.
 AD9683;SPC OH S     -   210,173.200   544,475.998   MT  0.99997500   -0 24 43.0
 AD9683;UTM  17      - 4,417,913.378   316,246.428   MT  1.00001570   -1 22 43.5
 AD9683
 AD9683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9683!SPC OH S     -   0.99996236  x   0.99997500  =   0.99993736
 AD9683!UTM  17      -   0.99996236  x   1.00001570  =   0.99997806
 AD9683
 AD9683:                Primary Azimuth Mark                     Grid Az
 AD9683:SPC OH S     -  BOLTON CBL 0                             272 56 19.1
 AD9683:UTM  17      -  BOLTON CBL 0                             273 54 19.6
 AD9683
 AD9683|---------------------------------------------------------------------|
 AD9683| PID    Reference Object                     Distance      Geod. Az  |
 AD9683|                                                           dddmmss.s |
 AD9683| JY1558 BOLTON CBL 0                        430.000 METERS 2723136.1 |
 AD9683|---------------------------------------------------------------------|
 AD9683
 AD9683                          SUPERSEDED SURVEY CONTROL
 AD9683
 AD9683  ELLIP H (06/20/97)  239.89   (m)                       GP(       ) 5 2
 AD9683
 AD9683.Superseded values are not recommended for survey control.
 AD9683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9683.See file dsdata.txt to determine how the superseded data were derived.
 AD9683
 AD9683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1624617913(NAD 83)
 AD9683_MARKER: DQ = CALIBRATION BASE LINE DISK
 AD9683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9683_STAMPING: 430 M 1985
 AD9683_MARK LOGO: NGS   
 AD9683_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9683+STABILITY: SURFACE MOTION
 AD9683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9683+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1995
 AD9683
 AD9683  HISTORY     - Date     Condition        Report By
 AD9683  HISTORY     - 1985     MONUMENTED       NGS
 AD9683  HISTORY     - 19921006 GOOD             NGS
 AD9683  HISTORY     - 19950502 GOOD             NGS
 AD9683
 AD9683                          STATION DESCRIPTION
 AD9683
 AD9683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AD9683'THE BASE LINE IS LOCATED ABOUT 16.1 KM (10.0 MI) SOUTHWEST OF DOWNTOWN
 AD9683'COLUMBUS.  THE BASE LINE RUNS NEAR THE SOUTH END OF BOLTON FIELD
 AD9683'AIRPORT.  THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH
 AD9683'THE NORTH EDGE OF JOHNSON ROAD.
 AD9683' 
 AD9683'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST
 AD9683'END.  IT CONSISTS OF THE 0, 150, 430, AND 1050 METER POINTS WITH A
 AD9683'100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE AND EAST OF THE
 AD9683'0-METER POINT.
 AD9683' 
 AD9683'TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 270
 AD9683'(EXIT 5) AND GEORGEVILLE ROAD, LOCATED SOUTHWEST OF DOWNTOWN COLUMBUS,
 AD9683'GO SOUTHWEST ON GEORGEVILLE ROAD FOR 2.3 KM (1.4 MI) TO THE T-JUNCTION
 AD9683'OF NORTON ROAD.  TURN LEFT AND GO SOUTH ON NORTON ROAD FOR 0.5 KM (0.3
 AD9683'MI) TO THE T-JUNCTION OF AIREN ROAD.  TURN RIGHT AND GO WEST ON AIREN
 AD9683'ROAD FOR 0.05 KM (0.03 MI) TO THE INTERSECTION OF NORTON ROAD ON THE
 AD9683'LEFT.  **NOTE ROAD CONSTRUCTION ON NORTON ROAD WILL MAKE IT RUN
 AD9683'STRAIGHT THROUGH WHEN COMPLETED**.  TURN LEFT AND GO SOUTHERLY ON
 AD9683'NORTON ROAD FOR 2.4 KM (1.5 MI) TO THE 0-METER POINT ON THE LEFT JUST
 AD9683'BEFORE THE INTERSECTION OF JOHNSON ROAD.
 AD9683' 
 AD9683'THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AD9683'STAMPED--430 M. 1985--, SET IN THE TOP OF A 27 CM (11 IN) DIAMETER
 AD9683'CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND
 AD9683'THAT IS SURROUNDED BY THREE 10 CM (4 IN) DIAMETER ORANGE P.V.C. PIPES
 AD9683'THAT PROJECT ABOUT 0.5 M (1.6 FT) ABOVE THE SURFACE OF THE GROUND.  IT
 AD9683'IS 165.1 M (541.7 FT) WEST OF A TALL CHAIN LINK FENCE, 22.8 M (74.8
 AD9683'FT) NORTH OF, AND ABOUT LEVEL WITH, THE CENTERLINE OF JOHNSON ROAD,
 AD9683'AND 8.4 M (27.6 FT) NORTHWEST OF A LARGE OAK TREE.
 AD9683' 
 AD9683'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AD9683'ELEVATIONS ARE FOR CBL USE ONLY.  THERE ARE TWO FENCES THAT CROSS THE
 AD9683'BASE LINE BETWEEN THE 430 AND 1050 METER POINTS.  HOLES HAVE BEEN CUT
 AD9683'IN THESE FENCES TO ELIMINATE POSSIBLE INTERFERENCE.
 AD9683' 
 AD9683'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH OHIO
 AD9683'STATE UNIVERSITY AND REMEASURED WITH ASSISTANCE FROM THE FRANKLIN
 AD9683'COUNTY ENGINEERS OFFICE.  FOR MORE INFORMATION PLEASE CONTACT MR. DEAN
 AD9683'RINGLE, FRANKLIN COUNTY ENGINEERS OFFICE, 970 DUBLIN ROAD, COLUMBUS,
 AD9683'OH 43215.  TELEPHONE (614) 462-3050.  OR CONTACT MR. DAVID CONNER,
 AD9683'1212 KINNEAR ROAD, COLUMBUS, OH 43212. TELEPHONE (614) 292-1619.
 AD9683
 AD9683                          STATION RECOVERY (1992)
 AD9683
 AD9683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (KM)
 AD9683'MARK IS A COMPONENT OF THE BOLTON CALIBRATION BASE LINE, LOCATED ABOUT
 AD9683'16.1 KM (10.0 MI) SOUTHWEST OF DOWNTOWN COLUMBUS, ALONG THE NORTH EDGE
 AD9683'OF JOHNSON ROAD. TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 270
 AD9683'(EXIT 5) AND GEORGESVILLE ROAD, LOCATED SOUTHWEST OF DOWNTOWN
 AD9683'COLUMBUS, GO SOUTHWEST OF GEORGESVILLE FOR 2.3 KM (1.4 MI) TO THE
 AD9683'T-JUNCTION OF NORTON ROAD. TURN LEFT AND GO SOUTH ON NORTON ROAD FOR
 AD9683'0.5 KM (0.3 MI) TO THE T-JUNCTION OF ALKIRE ROAD.  TURN RIGHT AND GO
 AD9683'WEST FOR 0.05 KM (0.03 MI) TO THE INTERSECTION OF NORTON ROAD ON THE
 AD9683'LEFT. **NOTE ROAD CONSTRUCTION ON NORTON ROAD WILL MAKE IT RUN
 AD9683'STRAIGHT THROUGH WHEN COMPLETED**.  TURN LEFT AND GO SOUTHERLY ON
 AD9683'NORTON ROAD FOR 2.4 KM (1.5 MI) TO THE INTERSECTION OF JOHNSON ROAD.
 AD9683'TURN LEFT AND GO EAST ON JOHNSON ROAD FOR 0.46 KM (0.29 MI) TO THE
 AD9683'MARK ON THE LEFT. MARK IS SET IN THE TOP OF A 27 CM (11 IN) DIAMETER
 AD9683'CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE GROUND SURFACE AND IS
 AD9683'SURROUNDED BY THREE 10 CM (4 IN) DIAMETER ORANGE P.V.C. PIPES THAT
 AD9683'PROJECT ABOUT 0.5 M (1.6 FT) ABOVE GROUND SURFACE.  IT IS 165.1 M
 AD9683'(541.7 FT) WEST OF A TALL CHAIN LINK FENCE, 22.8 M (74.8 FT) NORTH OF,
 AD9683'AND ABOUT LEVEL WITH, THE CENTERLINE OF JOHNSON ROAD AND 8.4 M (27.6
 AD9683'FT) NORTHWEST OF A LARGE OAK TREE. FOR MORE INFORMATION CONTACT MR.
 AD9683'DEAN RINGLE, FRANKLIN COUNTY ENGINEERS OFFICE, 970 DUBLIN ROAD,
 AD9683'COLUMBUS, OH 43215. CONTACT MR. DAVID CONNER, 1212 KINNEAR ROAD,
 AD9683'COLUMBUS, OH 43212.
 AD9683
 AD9683                          STATION RECOVERY (1995)
 AD9683
 AD9683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9683'NOTE--STATION HAS BLOCKAGE OVER THE ENTIRE SOUTHEAST SKY.  THE STATION
 AD9683'IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF GROVE CITY, 4.8 KM (3.00
 AD9683'MI) SOUTHWEST OF INTERSTATE HIGHWAY 270, ON THE SOUTHWEST SIDE OF
 AD9683'COLUMBUS, ON THE SOUTH SIDE OF BOLTON FIELD AIRPORT, AND JUST WEST OF
 AD9683'A LARGE OAK TREE AT THE EAST END OF A GRASS RIDGE. OWNERSHIP--COLUMBUS
 AD9683'AIRPORT AUTHORITY, BOLTON FIELD, 2000 NORTON ROAD, COLUMBUS, OH 43228.
 AD9683'SUPERINTENDENT IS ELBERT CATES.  PHONE 614-851-9900.  TO REACH FROM
 AD9683'THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 270 AND
 AD9683'GEORGESVILLE ROAD (EXIT 5) ON THE SOUTHWEST SIDE OF COLUMBUS, GO
 AD9683'SOUTHWEST ON GEORGESVILLE ROAD FOR 2.26 KM (1.40 MI) TO A PAVED
 AD9683'CROSSROAD (NORTON ROAD) .  TURN LEFT, SOUTH, ON NORTON ROAD FOR 2.91
 AD9683'KM (1.80 MI) TO A PAVED CROSSROAD (JOHNSON ROAD) .  TURN LEFT, EAST,
 AD9683'ON JOHNSON ROAD FOR 0.43 KM (0.25 MI) TO THE STATION ON THE LEFT.  THE
 AD9683'STATION IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST PROJECTING 3
 AD9683'CM ABOVE GROUND.  IT IS 22.8 M (74.8 FT) NORTH-NORTHEAST OF THE CENTER
 AD9683'OF JOHNSON ROAD, 25.0 M (82.0 FT) SOUTH-SOUTHWEST OF THE TOP OF THE
 AD9683'SOUTH SIDE OF A 20 M (65.6 FT) WIDE X 2 M (6.6 FT) DEEP DITCH, 17.9 M
 AD9683'(58.7 FT) NORTH OF POWER POLE NUMBER 191-11, 8.0 M (26.2 FT) NORTHWEST
 AD9683'OF A 1 M (3.3 FT) DIAMETER OAK TREE, AND 1.1 M (3.6 FT)
 AD9683'NORTH-NORTHEAST OF A STEEL WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2037 ***********************************************************************
 JX2037  DESIGNATION -  BOSTON
 JX2037  PID         -  JX2037
 JX2037  STATE/COUNTY-  OH/MONROE
 JX2037  USGS QUAD   -  ROUND BOTTOM (1994)
 JX2037
 JX2037                         *CURRENT SURVEY CONTROL
 JX2037  ___________________________________________________________________
 JX2037* NAD 83(1995)-  39 39 32.35342(N)    080 52 39.48602(W)     ADJUSTED  
 JX2037* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 JX2037  ___________________________________________________________________
 JX2037  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 JX2037  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX2037
 JX2037  HORZ ORDER  -  THIRD
 JX2037
 JX2037.The horizontal coordinates were established by classical geodetic methods
 JX2037.and adjusted by the National Geodetic Survey in April 1998..
 JX2037
 JX2037.The orthometric height was scaled from a topographic map.
 JX2037
 JX2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2037
 JX2037.The geoid height was determined by GEOID03.
 JX2037
 JX2037;                    North         East     Units Scale Factor Converg.
 JX2037;SPC OH S     -   185,421.643   739,211.882   MT  0.99994736   +1 01 45.9
 JX2037;SPC WV N     -   129,574.034   481,786.943   MT  0.99994091   -0 52 43.0
 JX2037;UTM  17      - 4,389,916.388   510,496.813   MT  0.99960136   +0 04 41.1
 JX2037
 JX2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2037!SPC OH S     -   0.99994474  x   0.99994736  =   0.99989210
 JX2037!SPC WV N     -   0.99994474  x   0.99994091  =   0.99988565
 JX2037!UTM  17      -   0.99994474  x   0.99960136  =   0.99954612
 JX2037
 JX2037:                Primary Azimuth Mark                     Grid Az
 JX2037:SPC OH S     -  BUCK HILL BOT OLIN ALUM TANK             028 12 14.7
 JX2037:SPC WV N     -  BUCK HILL BOT OLIN ALUM TANK             030 06 43.6
 JX2037:UTM  17      -  BUCK HILL BOT OLIN ALUM TANK             029 09 19.5
 JX2037
 JX2037|---------------------------------------------------------------------|
 JX2037| PID    Reference Object                     Distance      Geod. Az  |
 JX2037|                                                           dddmmss.s |
 JX2037| JX2017 BUCK HILL BOT OLIN ALUM TANK        APPROX. 5.5 KM 0291400.6 |
 JX2037| CX3284 BOSTON RM 1                          19.468 METERS 03023     |
 JX2037| CX3285 BOSTON RM 2                          30.093 METERS 03027     |
 JX2037| JX2005 NEW MARTINSVILLE BRIDGE W LT        APPROX. 1.1 KM 0882018.2 |
 JX2037| JX2013 NEW MARTINSVILLE BRIDGE E LT        APPROX. 1.3 KM 0891420.9 |
 JX2037| JX2019 NEW MARTINSVILLE CABLE CO TWR       APPROX. 3.6 KM 0925905.6 |
 JX2037| JX2012 NEW MARTINSVILLE RAD WETZ TWR       APPROX. 1.6 KM 0930415.6 |
 JX2037| JX2016 NEW MARTINSVILLE VIK GLASS TK       APPROX. 1.8 KM 1170405.2 |
 JX2037| JX2004 NEW MARTINSVILLE CTHSE TWR          APPROX. 2.3 KM 1541111.9 |
 JX2037| JX2034 HANNIBAL ZION UN CH OF CHRIST       APPROX. 3.7 KM 3131702.4 |
 JX2037|---------------------------------------------------------------------|
 JX2037
 JX2037                          SUPERSEDED SURVEY CONTROL
 JX2037
 JX2037  NAD 83(1986)-  39 39 32.36020(N)    080 52 39.49391(W) AD(       ) 3
 JX2037  NAD 27      -  39 39 32.08280(N)    080 52 40.13170(W) AD(       ) 3
 JX2037
 JX2037.Superseded values are not recommended for survey control.
 JX2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2037.See file dsdata.txt to determine how the superseded data were derived.
 JX2037
 JX2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1049789916(NAD 83)
 JX2037_MARKER: DS = TRIANGULATION STATION DISK
 JX2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2037_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2037
 JX2037  HISTORY     - Date     Condition        Report By
 JX2037  HISTORY     - 1963     MONUMENTED       CGS
 JX2037
 JX2037                          STATION DESCRIPTION
 JX2037
 JX2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2037'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF NEW
 JX2037'MARTINSVILLE, W. VA., 3/4
 JX2037'MILE SOUTH OF HANNIBAL, ABOUT 1/2 MILE WEST OF THE WEST END OF THE
 JX2037'NEW MARTINSVILLE OHIO RIVER BRIDGE
 JX2037'AND IN SEC. 23, T. 1N. R. 3W.  IT IS 84 FEET SOUTHWEST OF A WITNESS
 JX2037'POST, 35 FEET NORTHWEST OF A 10 INCH
 JX2037'LOCUST TREE, 29 FEET EAST OF A 14 INCH OAK TREE
 JX2037'AND SET NEAR THE CENTER OF THE SOUTH END OF THE HIGHEST
 JX2037'POINT OF THE SLOPE.  IT IS ON THE
 JX2037'PROPERTY OF MR. H. NETLING.  THE MONUMENT IS FLUSH AND THE DISK IS
 JX2037'STAMPED BOSTON 1963.
 JX2037'
 JX2037'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 536 AND THE POST
 JX2037'OFFICE IN HANNIBAL, GO
 JX2037'SOUTH ON STATE HIGHWAY 7 FOR 0.25 MILE TO A SIDE ROAD RIGHT, TURN
 JX2037'RIGHT AND GO WEST ON A SURFACED
 JX2037'ROAD AND THEN GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD ON
 JX2037'THE LEFT AND A HOUSE ON THE LEFT WITH GREY
 JX2037'SIDING, TURN SHARP LEFT AND GO EASTERLY
 JX2037'FOR 0.1 MILE TO WHERE ROAD FORKS AROUND FARM BUILDINGS, KEEP
 JX2037'LEFT FORK FOR ABOUT 200 FEET TO A
 JX2037'BOARD GATE ON THE LEFT AT THE EAST END OF A BARN ON THE RIGHT, KEEP
 JX2037'LEFT AND PASS THROUGH GATE,
 JX2037'THEN BEAR RIGHT AND FOLLOW TRACK ROAD UP STEEP SLOPE FOR 0.15
 JX2037'MILE TO THE TOP OF GRADE AND THE STATION.
 JX2037'
 JX2037'REFERENCE MARK 1 IS 20 FEET SOUTHWEST OF THE WITNESS POST, 19 FEET
 JX2037'SOUTHWEST OF A 20 INCH OAK
 JX2037'TREE AND 18 FEET EAST OF THE EAST ONE OF TWO 10 INCH OAK TREES.  THE
 JX2037'MONUMENT IS FLUSH AND THE DISK
 JX2037'IS STAMPED BOSTON NO 1 1963.
 JX2037'
 JX2037'REFERENCE MARK 2 IS 15 FEET NORTHEAST OF THE WITNESS POST, 17 FEET
 JX2037'NORTHEAST OF THE 20 INCH OAK
 JX2037'TREE, 31 FEET SOUTHEAST OF AN 18 INCH OAK TREE AND SET ON LINE WITH
 JX2037'REFERENCE MARK 1.  THE MONUMENT IS
 JX2037'FLUSH AND THE DISK IS STAMPED BOSTON NO 2 1963.
 JX2037'
 JX2037'NOTE- USE V.G. STATION AS AZIMUTH.
 JX2037'
 JX2037'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3087 ***********************************************************************
 JZ3087  DESIGNATION -  BOUGH
 JZ3087  PID         -  JZ3087
 JZ3087  STATE/COUNTY-  OH/WARREN
 JZ3087  USGS QUAD   -  OREGONIA (1996)
 JZ3087
 JZ3087                         *CURRENT SURVEY CONTROL
 JZ3087  ___________________________________________________________________
 JZ3087* NAD 83(1995)-  39 25 52.78415(N)    084 00 50.84714(W)     ADJUSTED  
 JZ3087* NAVD 88     -       312.3    (meters)    1025.     (feet)  GPS OBS   
 JZ3087  ___________________________________________________________________
 JZ3087  X           -     514,457.391 (meters)                     COMP
 JZ3087  Y           -  -4,906,369.449 (meters)                     COMP
 JZ3087  Z           -   4,029,594.837 (meters)                     COMP
 JZ3087  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 JZ3087  ELLIP HEIGHT-         279.01  (meters)          (10/07/05) GPS OBS
 JZ3087  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JZ3087
 JZ3087  HORZ ORDER  -  FIRST
 JZ3087  ELLP ORDER  -  THIRD     CLASS II
 JZ3087
 JZ3087.The horizontal coordinates were established by GPS observations
 JZ3087.and adjusted by the National Geodetic Survey in August 2000..
 JZ3087
 JZ3087.The orthometric height was determined by GPS observations and a
 JZ3087.high-resolution geoid model.
 JZ3087
 JZ3087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3087
 JZ3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3087
 JZ3087.The ellipsoidal height was determined by GPS observations
 JZ3087.and is referenced to NAD 83.
 JZ3087
 JZ3087.The geoid height was determined by GEOID03.
 JZ3087
 JZ3087;                    North         East     Units Scale Factor Converg.
 JZ3087;SPC OH S     -   159,989.442   469,651.357   MT  0.99993624   -0 57 38.7
 JZ3087;UTM  16      - 4,368,898.831   756,997.806   MT  1.00041328   +1 53 51.1
 JZ3087;UTM  17      - 4,368,979.779   240,570.385   MT  1.00042874   -1 54 55.8
 JZ3087
 JZ3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3087!SPC OH S     -   0.99995623  x   0.99993624  =   0.99989247
 JZ3087!UTM  16      -   0.99995623  x   1.00041328  =   1.00036949
 JZ3087!UTM  17      -   0.99995623  x   1.00042874  =   1.00038495
 JZ3087
 JZ3087|---------------------------------------------------------------------|
 JZ3087| PID    Reference Object                     Distance      Geod. Az  |
 JZ3087|                                                           dddmmss.s |
 JZ3087| CC7852 BOUGH RM 1                           31.394 METERS 13615     |
 JZ3087| CC7851 BOUGH AZ MK                                        1463254.1 |
 JZ3087| CC7853 BOUGH RM 2                           31.766 METERS 24421     |
 JZ3087|---------------------------------------------------------------------|
 JZ3087
 JZ3087                          SUPERSEDED SURVEY CONTROL
 JZ3087
 JZ3087  ELLIP H (08/02/00)  279.06   (m)                       GP(       ) 3 2
 JZ3087  NAD 83(1995)-  39 25 52.78581(N)    084 00 50.84579(W) AD(       ) 1
 JZ3087  NAD 83(1995)-  39 25 52.79015(N)    084 00 50.85658(W) AD(       ) 1
 JZ3087  NAD 83(1986)-  39 25 52.79148(N)    084 00 50.86077(W) AD(       ) 1
 JZ3087  NAD 27      -  39 25 52.56900(N)    084 00 51.10200(W) AD(       ) 1
 JZ3087
 JZ3087.Superseded values are not recommended for survey control.
 JZ3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3087.See file dsdata.txt to determine how the superseded data were derived.
 JZ3087
 JZ3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ5699868899(NAD 83)
 JZ3087_MARKER: DS = TRIANGULATION STATION DISK
 JZ3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3087_STAMPING: BOUGH
 JZ3087_MARK LOGO: CGS   
 JZ3087_PROJECTION: FLUSH
 JZ3087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3087+STABILITY: SURFACE MOTION
 JZ3087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3087+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 JZ3087
 JZ3087  HISTORY     - Date     Condition        Report By
 JZ3087  HISTORY     - 1938     MONUMENTED       CGS
 JZ3087  HISTORY     - 1939     GOOD             CGS
 JZ3087  HISTORY     - 1971     GOOD             OHDT
 JZ3087  HISTORY     - 19990101 GOOD             WOOLPT
 JZ3087  HISTORY     - 20000420 GOOD             WOOLPT
 JZ3087
 JZ3087                          STATION DESCRIPTION
 JZ3087
 JZ3087'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ3087'LOCATED ABOUT 11 MILES BY ROAD WEST OF WILMINGTON, 0.5 MILE SOUTH BY
 JZ3087'WEST OF THE FORMER SPRING HILL SCHOOLHOUSE, WHICH IS NOW
 JZ3087'BURNED DOWN, ON THE PROPERTY OF MRS. HUGH W. BOUGH.  STATION IS AT
 JZ3087'THE END OF THE EAST-WEST LANE, IN THE NORTHEAST CORNER OF THE
 JZ3087'PASTURE, 13 FEET SOUTH OF THE EAST-WEST PROPERTY LINE FENCE, 12 FEET
 JZ3087'WEST OF THE NORTH-SOUTH FENCE AT THE END OF THE LANE.  MARK
 JZ3087'PROJECTS 4 INCHES.
 JZ3087'
 JZ3087'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ3087'DISKS SET IN CONCRETE.
 JZ3087'
 JZ3087'R.M. NO. 1 IS 103.00 FEET (31.394 METERS) SSE OF THE STATION, SET IN
 JZ3087'THE NORTHSOUTH FENCE LINE.  MARK PROJECTS 4 INCHES.
 JZ3087'
 JZ3087'R.M. NO. 2 IS 104.22 FEET (31.766 METERS) WNW OF THE STATION, SET IN
 JZ3087'THE EAST-WEST FENCE LINE.  MARK PROJECTS 6 INCHES.
 JZ3087'
 JZ3087'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SSE OF THE STATION, SET 1
 JZ3087'FOOT WEST OF THE NORTH-SOUTH FENCE LINE, 38 FEET NE OF THE
 JZ3087'GATE ENTRANCE TO THE FARM BUILDINGS.  MARK PROJECTS 6 INCHES.
 JZ3087'
 JZ3087'TO REACH THE STATION FROM THE POST OFFICE IN WILMINGTON, GO WEST ON
 JZ3087'ROUTE US 22 FOR 5.5 MILES TO THE CROSSROADS AT THE SLIGO
 JZ3087'SCHOOLHOUSE.  TURN RIGHT ON ROUTE 380 AND CONTINUE FOR ABOUT .75 MILE
 JZ3087'TO A COVERED WOODEN BRIDGE AND WHERE 380 BEARS RIGHT.  CONTINUE
 JZ3087'STRAIGHT AHEAD FOR 4.2 MILES TO GRAVEL T ROAD, LEFT, AT THE SITE OF
 JZ3087'FORMER SPRING HILL SCHOOLHOUSE.  TURN LEFT AND GO 0.25 MILE TO
 JZ3087'A GRAVEL LANE RIGHT.  TURN RIGHT AND CONTINUE 0.25 MILE TO THE END OF
 JZ3087'THE LANE AND THE STATION.
 JZ3087'
 JZ3087'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JZ3087
 JZ3087                          STATION RECOVERY (1939)
 JZ3087
 JZ3087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ3087'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 JZ3087'CONDITION.  THE DISTANCES TO REFERENCE MARKS CHECKED, THE
 JZ3087'DESCRIPTION IS COMPLETE AND ACCURATE.
 JZ3087
 JZ3087                          STATION RECOVERY (1971)
 JZ3087
 JZ3087'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971 (SLC)
 JZ3087'BOUGH RECOVERED EXCELLENT.
 JZ3087'
 JZ3087'RM - 1 AND RM - 2 RECOVERED EXCELLENT.
 JZ3087'
 JZ3087'AZIMUTH MARK RECOVERED EXCELLENT.
 JZ3087'
 JZ3087'THIS PROPERTY HAS BEEN SOLD AND IS UP FOR SALE AT THE PRESENT
 JZ3087'TIME.
 JZ3087
 JZ3087                          STATION RECOVERY (1999)
 JZ3087
 JZ3087'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (JK)
 JZ3087'GOOD.
 JZ3087
 JZ3087                          STATION RECOVERY (2000)
 JZ3087
 JZ3087'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 JZ3087'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0422 ***********************************************************************
 JY0422  DESIGNATION -  BOUNDARY MARKER JACKSON VINTON CO
 JY0422  PID         -  JY0422
 JY0422  STATE/COUNTY-  OH/JACKSON
 JY0422  USGS QUAD   -  HAMDEN (1992)
 JY0422
 JY0422                         *CURRENT SURVEY CONTROL
 JY0422  ___________________________________________________________________
 JY0422* NAD 83(1986)-  39 11 08.     (N)    082 37 04.     (W)     SCALED    
 JY0422* NAVD 88     -       206.390  (meters)     677.13   (feet)  ADJUSTED  
 JY0422  ___________________________________________________________________
 JY0422  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JY0422  DYNAMIC HT  -         206.263 (meters)     676.71  (feet)  COMP
 JY0422  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 JY0422
 JY0422  VERT ORDER  -  FIRST     CLASS II
 JY0422
 JY0422.The horizontal coordinates were scaled from a topographic map and have
 JY0422.an estimated accuracy of +/- 6 seconds.
 JY0422
 JY0422.The orthometric height was determined by differential leveling
 JY0422.and adjusted by the National Geodetic Survey in June 1991..
 JY0422
 JY0422.The geoid height was determined by GEOID03.
 JY0422
 JY0422.The dynamic height is computed by dividing the NAVD 88
 JY0422.geopotential number by the normal gravity value computed on the
 JY0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0422.degrees latitude (g = 980.6199 gals.).
 JY0422
 JY0422.The modeled gravity was interpolated from observed gravity values.
 JY0422
 JY0422;                    North         East    Units  Estimated Accuracy
 JY0422;SPC OH S     -   131,620.      589,830.      MT  (+/- 180 meters Scaled)
 JY0422
 JY0422                          SUPERSEDED SURVEY CONTROL
 JY0422
 JY0422  NGVD 29 (??/??/92)  206.562  (m)          677.70   (f) ADJ UNCH    1 2
 JY0422
 JY0422.Superseded values are not recommended for survey control.
 JY0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0422.See file dsdata.txt to determine how the superseded data were derived.
 JY0422
 JY0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD602386(NAD 83)
 JY0422_MARKER: Z = SEE DESCRIPTION
 JY0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0422_SP_SET: COUNTY LINE MARKER
 JY0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0422
 JY0422  HISTORY     - Date     Condition        Report By
 JY0422  HISTORY     - UNK      MONUMENTED       CGS
 JY0422  HISTORY     - 1943     GOOD             CGS
 JY0422
 JY0422                          STATION DESCRIPTION
 JY0422
 JY0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JY0422'1.1 MI NE FROM BYERS.
 JY0422'1.1 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY0422'STATION AT BYERS, JACKSON COUNTY, AT THE VINTON-JACKSON COUNTY
 JY0422'LINE, 88 YARDS NORTHEAST OF MILEPOST C 121, 104 YARDS SOUTHWEST OF
 JY0422'THE WEST END OF A CONCRETE-LINED TUNNEL, 4.5 FEET SOUTHEAST OF
 JY0422'THE SOUTHEAST RAIL, AND LEVEL WITH THE TRACK.  THE HIGH POINT OF THE
 JY0422'LETTER C OF A COUNTY-LINE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3045 ***********************************************************************
 JZ3045  DESIGNATION -  BOUNDARY MON COUNTY
 JZ3045  PID         -  JZ3045
 JZ3045  STATE/COUNTY-  OH/MONTGOMERY
 JZ3045  USGS QUAD   -  BROOKVILLE (1987)
 JZ3045
 JZ3045                         *CURRENT SURVEY CONTROL
 JZ3045  ___________________________________________________________________
 JZ3045* NAD 83(1995)-  39 51 35.68754(N)    084 29 03.14126(W)     ADJUSTED  
 JZ3045* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 JZ3045  ___________________________________________________________________
 JZ3045  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 JZ3045  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JZ3045
 JZ3045  HORZ ORDER  -  SECOND
 JZ3045
 JZ3045.The horizontal coordinates were established by classical geodetic methods
 JZ3045.and adjusted by the National Geodetic Survey in May 1999..
 JZ3045
 JZ3045.The orthometric height was scaled from a topographic map.
 JZ3045
 JZ3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3045
 JZ3045.The geoid height was determined by GEOID03.
 JZ3045
 JZ3045;                    North         East     Units Scale Factor Converg.
 JZ3045;SPC OH S     -   208,344.198   430,233.972   MT  0.99997029   -1 15 32.5
 JZ3045;UTM  16      - 4,415,238.239   715,198.103   MT  1.00017016   +1 36 46.9
 JZ3045
 JZ3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3045!SPC OH S     -   0.99995442  x   0.99997029  =   0.99992471
 JZ3045!UTM  16      -   0.99995442  x   1.00017016  =   1.00012457
 JZ3045
 JZ3045                          SUPERSEDED SURVEY CONTROL
 JZ3045
 JZ3045  NAD 83(1995)-  39 51 35.68889(N)    084 29 03.13778(W) AD(       ) 2
 JZ3045  NAD 83(1986)-  39 51 35.69122(N)    084 29 03.15314(W) AD(       ) 2
 JZ3045  NAD 27      -  39 51 35.49600(N)    084 29 03.33400(W) AD(       ) 2
 JZ3045
 JZ3045.Superseded values are not recommended for survey control.
 JZ3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3045.See file dsdata.txt to determine how the superseded data were derived.
 JZ3045
 JZ3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK1519815238(NAD 83)
 JZ3045_MARKER: 71 = BOUNDARY MONUMENT
 JZ3045
 JZ3045  HISTORY     - Date     Condition        Report By
 JZ3045  HISTORY     - 1927     FIRST OBSERVED   CGS
 JZ3045
 JZ3045                          STATION DESCRIPTION
 JZ3045
 JZ3045'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1841 ***********************************************************************
 MD1841  DESIGNATION -  BOUNDARY POST 1 MI OH
 MD1841  PID         -  MD1841
 MD1841  STATE/COUNTY-  OH/WILLIAMS
 MD1841  USGS QUAD   -  CLEAR LAKE (1992)
 MD1841
 MD1841                         *CURRENT SURVEY CONTROL
 MD1841  ___________________________________________________________________
 MD1841* NAD 83(1995)-  41 41 46.06147(N)    084 48 21.23550(W)     ADJUSTED  
 MD1841* NAVD 88     -       324.8    (meters)    1066.     (feet)  GPS OBS   
 MD1841  ___________________________________________________________________
 MD1841  X           -     431,804.249 (meters)                     COMP
 MD1841  Y           -  -4,750,148.015 (meters)                     COMP
 MD1841  Z           -   4,220,655.912 (meters)                     COMP
 MD1841  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 MD1841  ELLIP HEIGHT-         291.40  (meters)          (10/07/05) GPS OBS
 MD1841  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MD1841
 MD1841  HORZ ORDER  -  FIRST
 MD1841  ELLP ORDER  -  FOURTH    CLASS I
 MD1841
 MD1841.The horizontal coordinates were established by GPS observations
 MD1841.and adjusted by the National Geodetic Survey in April 1998..
 MD1841
 MD1841.The orthometric height was determined by GPS observations and a
 MD1841.high-resolution geoid model.
 MD1841
 MD1841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1841
 MD1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1841
 MD1841.The ellipsoidal height was determined by GPS observations
 MD1841.and is referenced to NAD 83.
 MD1841
 MD1841.The geoid height was determined by GEOID03.
 MD1841
 MD1841;                    North         East     Units Scale Factor Converg.
 MD1841;SPC OH N     -   227,907.612   408,070.817   MT  0.99999926   -1 30 53.5
 MD1841;SPC IN E     -   716,226.090   171,651.487   MT  1.00002982   +0 34 21.3
 MD1841;SPC IN E     - 2,349,818.43    563,159.92   sFT  1.00002982   +0 34 21.3
 MD1841;SPC MI S     -    21,881.878 3,963,432.446   MT  1.00012002   -0 17 56.1
 MD1841;SPC MI S     -    71,790.94 13,003,387.29   iFT  1.00012002   -0 17 56.1
 MD1841;UTM  16      - 4,618,364.546   682,577.405   MT  1.00001022   +1 27 35.5
 MD1841
 MD1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1841!SPC OH N     -   0.99995430  x   0.99999926  =   0.99995356
 MD1841!SPC IN E     -   0.99995430  x   1.00002982  =   0.99998412
 MD1841!SPC MI S     -   0.99995430  x   1.00012002  =   1.00007431
 MD1841!UTM  16      -   0.99995430  x   1.00001022  =   0.99996452
 MD1841
 MD1841                          SUPERSEDED SURVEY CONTROL
 MD1841
 MD1841  ELLIP H (04/01/98)  291.45   (m)                       GP(       ) 4 1
 MD1841  NAD 83(1995)-  41 41 46.06151(N)    084 48 21.23551(W) AD(       ) 1
 MD1841  NAD 83(1986)-  41 41 46.06425(N)    084 48 21.25052(W) AD(       ) 1
 MD1841  NAD 83(1986)-  41 41 46.06285(N)    084 48 21.24739(W) AD(       ) 2
 MD1841  NAD 27      -  41 41 45.88160(N)    084 48 21.39840(W) AD(       ) 2
 MD1841
 MD1841.Superseded values are not recommended for survey control.
 MD1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1841.See file dsdata.txt to determine how the superseded data were derived.
 MD1841
 MD1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8257718365(NAD 83)
 MD1841_MARKER: DU = BOUNDARY MARKER
 MD1841_SETTING: 0 = UNSPECIFIED SETTING
 MD1841_MARK LOGO: CGS   
 MD1841_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1841+STABILITY: SURFACE MOTION
 MD1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1841+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1993
 MD1841
 MD1841  HISTORY     - Date     Condition        Report By
 MD1841  HISTORY     - 1915     MONUMENTED       CGS
 MD1841  HISTORY     - 1932     GOOD             CGS
 MD1841  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1841  HISTORY     - 1970     SEE DESCRIPTION  NGS
 MD1841  HISTORY     - 1981     GOOD             MIDH
 MD1841  HISTORY     - 1988     GOOD             USPSQD
 MD1841  HISTORY     - 19920613 GOOD             PLSO
 MD1841  HISTORY     - 19930115 GOOD
 MD1841  HISTORY     - 20051009 POOR             INDIV
 MD1841
 MD1841                          STATION DESCRIPTION
 MD1841
 MD1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 MD1841'ABOUT 1 MILE EAST AND
 MD1841'2/4 MILE NORTH OF
 MD1841'YORK, ON OHIO-MICHIGAN BOUNDARY.  TO REACH FROM
 MD1841'YORK CROSSROADS, GO EAST 1 MILE ON
 MD1841'GRAVEL ROAD, TURN LEFT (NORTH),
 MD1841'PROCEED 0.5 MILE TO DIRT ROAD LEADING STRAIGHT NORTH,
 MD1841'AND CONTINUE
 MD1841'0.25 MILE ON DIRT ROAD TO MONUMENT AT BOTTOM OF SLOPE, BETWEEN
 MD1841'ROAD AND FENCE.
 MD1841'MARKED BY 10-INCH SQUARE GRANITE POST PROJECTING
 MD1841'20 INCHES, AND MARKED- TOP, NO. 1,
 MD1841'SOUTH, OHIO, NORTH, MICH.,
 MD1841'AND WEST, IND. LINE 20 FEET.  STATION WATTS (SEE
 MD1841'DESCRIPTION
 MD1841'THEREOF) IS 507.244 METERS, (1,664.18 FEET) FROM STATION
 MD1841'IN AZIMUTH 111 DEG 19 MIN 44 SEC.
 MD1841'
 MD1841
 MD1841                          STATION RECOVERY (1960)
 MD1841
 MD1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1841'ABOUT 6.4 MILES E ALONG NO. 120 U. S. HIGHWAY FROM THE CENTER OF
 MD1841'FREMONT, THENCE 2.0 MILES S ON
 MD1841'NO. 1 INDIANA HWY. TO YORK CROSSROADS, THENCE 1.0 MILES E ON PAVED
 MD1841'COUNTY ROAD, THENCE 0.6 MILE N ALONG
 MD1841'STATE-LINE GRAVEL ROAD TO THE MARK ON THE RIGHT, AN ESTIMATED 150
 MD1841'YARDS N OF THE CREST OF ONE RIDGE, ABOUT
 MD1841'85 YARDS S OF ANOTHER, 87 FEET N OF A 12-INCH
 MD1841'CORRUGATED IRON PIPE CULVERT, 20 FEET E OF CENTER LINE OF
 MD1841'GRAVEL ROAD, 3.5 FEET LOWER THAN SAME,
 MD1841'A 10-INCH SQUARE GRANITE POST, PROJECTING 1.3 FEET ABOVE GROUND, HAS
 MD1841'INCISED THERON THE FOLLOWING LEGENDS,
 MD1841'ON THE TOP, STATE LINE, MICHIGAN ON THE N FACE, OHIO ON THE S
 MD1841'FACE, AND INDIANA LINE 20 FEET WEST IS ON
 MD1841'THE W FACE.  NOTHING IS INCISED ABOVE GROUND ON
 MD1841'THE E FACE.  CONNECTED BY TRAVERSE IN 1932 BY H. C. WARWICK
 MD1841'OF THE COAST SURVEY, TRIANGULATION STATION
 MD1841'WATTS IS 507.244 METERS (1,664.18 FEET WNW IN AZIMUTH 111 DEG 19 MIN
 MD1841'42.33 SEC FROM THE MONUMENT.  THE TWO
 MD1841'ARE NOT INTERVISIBLE, BUT POINTS AN ESTIMATED 100 FEET FROM THE
 MD1841'BOUNDARY MONUMENT ARE INTERVISIBLE WITH
 MD1841'THE STATION WATTS.
 MD1841
 MD1841                          STATION RECOVERY (1970)
 MD1841
 MD1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1841'THE STATION WAS RECOVEREED AND FOUND TO BE IN GOOD CONDITION.  THE
 MD1841'1960 RECOVERY NOTE
 MD1841'BY A.L.W. IS ENTIRELY ADEQUATE.
 MD1841
 MD1841                          STATION RECOVERY (1981)
 MD1841
 MD1841'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (TJB)
 MD1841'THE STATION WAS RECOVERED AS DESCRIBED.
 MD1841
 MD1841                          STATION RECOVERY (1988)
 MD1841
 MD1841'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD1841'RECOVERED IN GOOD CONDITION.
 MD1841
 MD1841                          STATION RECOVERY (1992)
 MD1841
 MD1841'RECOVERY NOTE BY LAND SURV OF OH 1992
 MD1841'RECOVERED IN GOOD CONDITION.
 MD1841
 MD1841                          STATION RECOVERY (1993)
 MD1841
 MD1841'RECOVERED 1993
 MD1841'RECOVERED IN GOOD CONDITION.
 MD1841
 MD1841                          STATION RECOVERY (2005)
 MD1841
 MD1841'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RLF)
 MD1841'DESCRIBED MONUMENT WAS SHIFTED AND TOP WAS CHIPPED FROM ITS ORIGINAL
 MD1841'STATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1990 ***********************************************************************
 MD1990  DESIGNATION -  BOUNDARY POST 10 MI OH
 MD1990  PID         -  MD1990
 MD1990  STATE/COUNTY-  OH/WILLIAMS
 MD1990  USGS QUAD   -  PIONEER (1977)
 MD1990
 MD1990                         *CURRENT SURVEY CONTROL
 MD1990  ___________________________________________________________________
 MD1990* NAD 83(1995)-  41 42 05.18019(N)    084 35 32.54262(W)     ADJUSTED  
 MD1990* NAVD 88     -       282.1    (meters)     926.     (feet)  GPS OBS   
 MD1990  ___________________________________________________________________
 MD1990  X           -     449,463.713 (meters)                     COMP
 MD1990  Y           -  -4,748,083.189 (meters)                     COMP
 MD1990  Z           -   4,221,067.728 (meters)                     COMP
 MD1990  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 MD1990  ELLIP HEIGHT-         248.38  (meters)          (10/07/05) GPS OBS
 MD1990  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MD1990
 MD1990  HORZ ORDER  -  FIRST
 MD1990  ELLP ORDER  -  FOURTH    CLASS I
 MD1990
 MD1990.The horizontal coordinates were established by GPS observations
 MD1990.and adjusted by the National Geodetic Survey in April 1998..
 MD1990
 MD1990.The orthometric height was determined by GPS observations and a
 MD1990.high-resolution geoid model.
 MD1990
 MD1990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1990
 MD1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1990
 MD1990.The ellipsoidal height was determined by GPS observations
 MD1990.and is referenced to NAD 83.
 MD1990
 MD1990.The geoid height was determined by GEOID03.
 MD1990
 MD1990;                    North         East     Units Scale Factor Converg.
 MD1990;SPC OH N     -   228,049.150   425,853.990   MT  1.00000028   -1 22 28.5
 MD1990;SPC MI S     -    22,401.600 3,981,210.709   MT  1.00011813   -0 09 13.0
 MD1990;SPC MI S     -    73,496.06 13,061,714.92   iFT  1.00011813   -0 09 13.0
 MD1990;UTM  16      - 4,619,429.134   700,330.168   MT  1.00009388   +1 36 07.9
 MD1990
 MD1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1990!SPC OH N     -   0.99996104  x   1.00000028  =   0.99996132
 MD1990!SPC MI S     -   0.99996104  x   1.00011813  =   1.00007917
 MD1990!UTM  16      -   0.99996104  x   1.00009388  =   1.00005492
 MD1990
 MD1990                          SUPERSEDED SURVEY CONTROL
 MD1990
 MD1990  ELLIP H (04/01/98)  248.43   (m)                       GP(       ) 4 1
 MD1990  NAD 83(1995)-  41 42 05.18020(N)    084 35 32.54261(W) AD(       ) 1
 MD1990  NAD 83(1986)-  41 42 05.18490(N)    084 35 32.55856(W) AD(       ) 1
 MD1990
 MD1990.Superseded values are not recommended for survey control.
 MD1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1990.See file dsdata.txt to determine how the superseded data were derived.
 MD1990
 MD1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM0033019429(NAD 83)
 MD1990_MARKER: DU = BOUNDARY MARKER
 MD1990_SETTING: 0 = UNSPECIFIED SETTING
 MD1990_MARK LOGO: OHMI  
 MD1990_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1990+STABILITY: SURFACE MOTION
 MD1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1990+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MD1990
 MD1990  HISTORY     - Date     Condition        Report By
 MD1990  HISTORY     - 1915     MONUMENTED       OHMI
 MD1990  HISTORY     - 19930709 GOOD             PLSO
 MD1990
 MD1990                          STATION DESCRIPTION
 MD1990
 MD1990'DESCRIBED BY LAND SURV OF OH 1993
 MD1990'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD1990'LOCATED ABOUT 11 MI (17.7 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MD1990'2.5 MI (4.0 KM) NORTHWEST OF PIONEER, 2489 FT (758.6 M) NORTH OF
 MD1990'WILLIAMS COUNTY ROAD S, 119.5 FT (36.4 M) NORTH OF THE ENTRANCE DRIVE
 MD1990'TO--FUNNY FARM CAMPGROUND--, AND 21.4 FT (6.5 M) EAST OF THE C/L OF
 MD1990'WILLIAMS COUNTY ROAD 12.  IT IS A GRANITE POST, 0.67 FT (20.42 CM) BY
 MD1990'0.83 FT (25.30 CM) SQUARE, PROJECTING 1.75 FT (0.53 M) . THE TOP IS
 MD1990'MARKED BY A DRILL HOLE IN A 0.33 FT (10.06 CM) LONG GROOVE. IT IS
 MD1990'INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE SOUTH SIDE,
 MD1990'--MICHIGAN--ON THE NORTH SIDE,--POST 10--ON THE WEST SIDE, AND--STATE
 MD1990'LINE--ON THE EAST SIDE.  THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY
 MD1990'C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL INFORMATION.  THE
 MD1990'GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE BASE SET IN A BED OF
 MD1990'CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT (0.3 M) DEEP.
 MD1990'TO REACH FROM PIONEER, GO 1.0 MI (1.6 KM) NORTH ON STATE ROUTE 15,
 MD1990'TURN LEFT AND GO 2.0 MI (3.2 KM) WEST ON COUNTY ROAD S, TURN RIGHT
 MD1990'AND GO NORTH ON COUNTY ROAD 12 FOR 0.47 MI (0.76 KM) TO THE STATION
 MD1990'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1991 ***********************************************************************
 MD1991  DESIGNATION -  BOUNDARY POST 13 MI OH
 MD1991  PID         -  MD1991
 MD1991  STATE/COUNTY-  OH/WILLIAMS
 MD1991  USGS QUAD   -  PIONEER (1977)
 MD1991
 MD1991                         *CURRENT SURVEY CONTROL
 MD1991  ___________________________________________________________________
 MD1991* NAD 83(1995)-  41 42 09.88128(N)    084 32 02.08352(W)     ADJUSTED  
 MD1991* NAVD 88     -       268.8    (meters)     882.     (feet)  GPS OBS   
 MD1991  ___________________________________________________________________
 MD1991  X           -     454,297.966 (meters)                     COMP
 MD1991  Y           -  -4,747,516.095 (meters)                     COMP
 MD1991  Z           -   4,221,167.098 (meters)                     COMP
 MD1991  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 MD1991  ELLIP HEIGHT-         234.97  (meters)          (10/07/05) GPS OBS
 MD1991  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 MD1991
 MD1991  HORZ ORDER  -  FIRST
 MD1991  ELLP ORDER  -  FOURTH    CLASS I
 MD1991
 MD1991.The horizontal coordinates were established by GPS observations
 MD1991.and adjusted by the National Geodetic Survey in April 1998..
 MD1991
 MD1991.The orthometric height was determined by GPS observations and a
 MD1991.high-resolution geoid model.
 MD1991
 MD1991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1991
 MD1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1991
 MD1991.The ellipsoidal height was determined by GPS observations
 MD1991.and is referenced to NAD 83.
 MD1991
 MD1991.The geoid height was determined by GEOID03.
 MD1991
 MD1991;                    North         East     Units Scale Factor Converg.
 MD1991;SPC OH N     -   228,079.048   430,722.114   MT  1.00000053   -1 20 10.2
 MD1991;SPC MI S     -    22,535.298 3,986,077.660   MT  1.00011766   -0 06 49.7
 MD1991;SPC MI S     -    73,934.70 13,077,682.61   iFT  1.00011766   -0 06 49.7
 MD1991;UTM  16      - 4,619,711.854   705,190.681   MT  1.00011814   +1 38 28.2
 MD1991
 MD1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1991!SPC OH N     -   0.99996315  x   1.00000053  =   0.99996368
 MD1991!SPC MI S     -   0.99996315  x   1.00011766  =   1.00008080
 MD1991!UTM  16      -   0.99996315  x   1.00011814  =   1.00008128
 MD1991
 MD1991                          SUPERSEDED SURVEY CONTROL
 MD1991
 MD1991  ELLIP H (04/01/98)  235.03   (m)                       GP(       ) 4 1
 MD1991  NAD 83(1995)-  41 42 09.88128(N)    084 32 02.08351(W) AD(       ) 1
 MD1991  NAD 83(1986)-  41 42 09.88610(N)    084 32 02.09941(W) AD(       ) 1
 MD1991
 MD1991.Superseded values are not recommended for survey control.
 MD1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1991.See file dsdata.txt to determine how the superseded data were derived.
 MD1991
 MD1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM0519119712(NAD 83)
 MD1991_MARKER: DD = SURVEY DISK
 MD1991_SETTING: 0 = UNSPECIFIED SETTING
 MD1991_STAMPING: MICH POST 13 OHIO
 MD1991_MARK LOGO: OHMI  
 MD1991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MD1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1991+STABILITY: SURFACE MOTION
 MD1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1991+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MD1991
 MD1991  HISTORY     - Date     Condition        Report By
 MD1991  HISTORY     - 1915     MONUMENTED       OHMI
 MD1991  HISTORY     - 19930709 GOOD             PLSO
 MD1991
 MD1991                          STATION DESCRIPTION
 MD1991
 MD1991'DESCRIBED BY LAND SURV OF OH 1993
 MD1991'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD1991'LOCATED ABOUT 14 MI (22.5 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 2
 MD1991'MI (3.2 KM) NORTHEAST OF PIONEER, 2950 FT (899.2 M) NORTH OF WILLIAMS
 MD1991'COUNTY ROAD S, 2391 FT (728.8 M) SOUTH OF TERRITORIAL ROAD, 15.3 FT
 MD1991'(4.7 M) EAST OF THE CENTER OF WILLIAMS COUNTY ROAD 15 WHERE THE
 MD1991'PAVEMENT ENDS, 278 FT (84.7 M) NORTH OF A FENCE LINE WEST, 84.5 FT
 MD1991'(25.8 M) NORTH OF A DITCH WEST, AND 1.0 FT (0.3 M) WEST OF A WITNESS
 MD1991'POST.  IT IS AN ALUMINUM DISK ON TOP OF AN IRON BAR CEMENTED IN TOP
 MD1991'OF A GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE,
 MD1991'RECESSED 0.33 FT (10.06 CM) BELOW GROUND LEVEL.  THERE IS A DRILL
 MD1991'HOLE IN THE CENTER OF A CROSS STAMPED INTO THE CENTER OF THE DISK.
 MD1991'THIS IS THE ORIGINAL BOUNDARY MONUMENT WITH THE TOP 1.5 FT (0.5 M)
 MD1991'BROKEN OFF.  THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E.
 MD1991'SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL INFORMATION. THE GRANITE
 MD1991'MONUMENT WAS 5.5 FT (1.7 M) LONG WITH THE BASE SET IN A BED OF
 MD1991'CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT (0.3 M) DEEP.
 MD1991'TO REACH FROM PIONEER, GO 0.9 MI (1.4 KM) EAST ON COUNTY ROAD R, TURN
 MD1991'LEFT AND GO 1.6 MI (2.6 KM) NORTH ON COUNTY ROAD 15 TO THE MARK ON
 MD1991'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1992 ***********************************************************************
 MD1992  DESIGNATION -  BOUNDARY POST 14 MI OH
 MD1992  PID         -  MD1992
 MD1992  STATE/COUNTY-  OH/WILLIAMS
 MD1992  USGS QUAD   -  PIONEER (1977)
 MD1992
 MD1992                         *CURRENT SURVEY CONTROL
 MD1992  ___________________________________________________________________
 MD1992* NAD 83(1995)-  41 42 11.69036(N)    084 30 52.30986(W)     ADJUSTED  
 MD1992* NAVD 88     -       268.5    (meters)     881.     (feet)  GPS OBS   
 MD1992  ___________________________________________________________________
 MD1992  X           -     455,900.318 (meters)                     COMP
 MD1992  Y           -  -4,747,324.917 (meters)                     COMP
 MD1992  Z           -   4,221,208.531 (meters)                     COMP
 MD1992  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 MD1992  ELLIP HEIGHT-         234.61  (meters)          (10/07/05) GPS OBS
 MD1992  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 MD1992
 MD1992  HORZ ORDER  -  FIRST
 MD1992  ELLP ORDER  -  FOURTH    CLASS I
 MD1992
 MD1992.The horizontal coordinates were established by GPS observations
 MD1992.and adjusted by the National Geodetic Survey in April 1998..
 MD1992
 MD1992.The orthometric height was determined by GPS observations and a
 MD1992.high-resolution geoid model.
 MD1992
 MD1992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1992
 MD1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1992
 MD1992.The ellipsoidal height was determined by GPS observations
 MD1992.and is referenced to NAD 83.
 MD1992
 MD1992.The geoid height was determined by GEOID03.
 MD1992
 MD1992;                    North         East     Units Scale Factor Converg.
 MD1992;SPC OH N     -   228,097.408   432,336.199   MT  1.00000063   -1 19 24.4
 MD1992;UTM  16      - 4,619,814.042   706,801.830   MT  1.00012631   +1 39 14.8
 MD1992
 MD1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1992!SPC OH N     -   0.99996320  x   1.00000063  =   0.99996383
 MD1992!UTM  16      -   0.99996320  x   1.00012631  =   1.00008951
 MD1992
 MD1992                          SUPERSEDED SURVEY CONTROL
 MD1992
 MD1992  ELLIP H (04/01/98)  234.66   (m)                       GP(       ) 4 1
 MD1992  NAD 83(1995)-  41 42 11.69036(N)    084 30 52.30985(W) AD(       ) 1
 MD1992  NAD 83(1986)-  41 42 11.69566(N)    084 30 52.32605(W) AD(       ) 1
 MD1992
 MD1992.Superseded values are not recommended for survey control.
 MD1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1992.See file dsdata.txt to determine how the superseded data were derived.
 MD1992
 MD1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM0680219814(NAD 83)
 MD1992_MARKER: DU = BOUNDARY MARKER
 MD1992_SETTING: 0 = UNSPECIFIED SETTING
 MD1992_MARK LOGO: OHMI  
 MD1992_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1992+STABILITY: SURFACE MOTION
 MD1992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1992+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MD1992
 MD1992  HISTORY     - Date     Condition        Report By
 MD1992  HISTORY     - 1915     MONUMENTED       OHMI
 MD1992  HISTORY     - 19930709 GOOD             PLSO
 MD1992
 MD1992                          STATION DESCRIPTION
 MD1992
 MD1992'DESCRIBED BY LAND SURV OF OH 1993
 MD1992'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD1992'LOCATED ABOUT 15 MI (24.1 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MD1992'2.5 MI (4.0 KM) NORTHEAST OF PIONEER, 3050 FT (929.6 M) NORTH OF
 MD1992'WILLIAMS COUNTY ROAD S, 22.7 FT (6.9 M) EAST OF THE C/L OF WILLIAMS
 MD1992'COUNTY ROAD 16, AND 7.3 FT (2.2 M) EAST OF A--HILLSDALE COUNTY--SIGN
 MD1992'POST.  IT IS A GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT
 MD1992'(25.30 CM) SQUARE, PROJECTING 1.65 FT (0.50 M) . THE TOP IS MARKED BY
 MD1992'A DRILL HOLE IN A 0.33 FT (10.06 CM) LONG GROOVE. IT IS INSCRIBED ON
 MD1992'ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON
 MD1992'THE NORTH SIDE,--POST 14--ON THE WEST SIDE, AND--STATE LINE--ON THE
 MD1992'EAST SIDE. THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN,
 MD1992'PROVIDES THE FOLLOWING ADDITIONAL INFORMATION.  THE GRANITE MONUMENT
 MD1992'IS 5.5 FT (1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT
 MD1992'(0.6 M) SQUARE AND 1.0 FT (0.3 M) DEEP.
 MD1992'TO REACH FROM PIONEER, GO 2.0 MI (3.2 KM) NORTH ON STATE ROUTE 15,
 MD1992'TURN RIGHT AND GO EAST 2.0 MI (3.2 KM) ON TERRITORIAL ROAD, TURN
 MD1992'RIGHT AND GO SOUTH 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1993 ***********************************************************************
 MD1993  DESIGNATION -  BOUNDARY POST 17 MI OH
 MD1993  PID         -  MD1993
 MD1993  STATE/COUNTY-  OH/WILLIAMS
 MD1993  USGS QUAD   -  ALVORDTON (1973)
 MD1993
 MD1993                         *CURRENT SURVEY CONTROL
 MD1993  ___________________________________________________________________
 MD1993* NAD 83(1995)-  41 42 15.53919(N)    084 27 24.55322(W)     ADJUSTED  
 MD1993* NAVD 88     -       277.6    (meters)     911.     (feet)  GPS OBS   
 MD1993  ___________________________________________________________________
 MD1993  X           -     460,674.766 (meters)                     COMP
 MD1993  Y           -  -4,746,791.390 (meters)                     COMP
 MD1993  Z           -   4,221,303.196 (meters)                     COMP
 MD1993  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 MD1993  ELLIP HEIGHT-         243.64  (meters)          (10/07/05) GPS OBS
 MD1993  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 MD1993
 MD1993  HORZ ORDER  -  FIRST
 MD1993  ELLP ORDER  -  FOURTH    CLASS I
 MD1993
 MD1993.The horizontal coordinates were established by GPS observations
 MD1993.and adjusted by the National Geodetic Survey in April 1998..
 MD1993
 MD1993.The orthometric height was determined by GPS observations and a
 MD1993.high-resolution geoid model.
 MD1993
 MD1993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1993
 MD1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1993
 MD1993.The ellipsoidal height was determined by GPS observations
 MD1993.and is referenced to NAD 83.
 MD1993
 MD1993.The geoid height was determined by GEOID03.
 MD1993
 MD1993;                    North         East     Units Scale Factor Converg.
 MD1993;SPC OH N     -   228,106.768   437,141.103   MT  1.00000084   -1 17 07.9
 MD1993;UTM  16      - 4,620,073.037   711,600.422   MT  1.00015102   +1 41 33.3
 MD1993
 MD1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1993!SPC OH N     -   0.99996179  x   1.00000084  =   0.99996263
 MD1993!UTM  16      -   0.99996179  x   1.00015102  =   1.00011280
 MD1993
 MD1993                          SUPERSEDED SURVEY CONTROL
 MD1993
 MD1993  ELLIP H (04/01/98)  243.69   (m)                       GP(       ) 4 1
 MD1993  NAD 83(1995)-  41 42 15.53918(N)    084 27 24.55320(W) AD(       ) 1
 MD1993  NAD 83(1986)-  41 42 15.54494(N)    084 27 24.56947(W) AD(       ) 1
 MD1993
 MD1993.Superseded values are not recommended for survey control.
 MD1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1993.See file dsdata.txt to determine how the superseded data were derived.
 MD1993
 MD1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1160020073(NAD 83)
 MD1993_MARKER: DU = BOUNDARY MARKER
 MD1993_SETTING: 0 = UNSPECIFIED SETTING
 MD1993_MARK LOGO: OHMI  
 MD1993_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1993+STABILITY: SURFACE MOTION
 MD1993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1993+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MD1993
 MD1993  HISTORY     - Date     Condition        Report By
 MD1993  HISTORY     - 1915     MONUMENTED       OHMI
 MD1993  HISTORY     - 19930709 GOOD             PLSO
 MD1993
 MD1993                          STATION DESCRIPTION
 MD1993
 MD1993'DESCRIBED BY LAND SURV OF OH 1993
 MD1993'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD1993'LOCATED ABOUT 18 MI (29.0 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MD1993'5.5 MI (8.9 KM) EAST-NORTHEAST OF PIONEER, 3450 FT (1051.6 M) NORTH
 MD1993'OF WILLIAMS COUNTY ROAD S, 1848 FT (563.3 M) SOUTH OF TERRITORIAL
 MD1993'ROAD, 19.3 FT (5.9 M) EAST OF THE C/L OF WILLIAMS COUNTY ROAD 19,
 MD1993'25.5 FT (7.8 M) SOUTH OF A DRIVE TO A HOUSE AND BARN, AND 3.9 FT
 MD1993'(1.2 M) EAST OF A--HILLSDALE COUNTY--SIGN POST.  IT IS A GRANITE
 MD1993'POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, PROJECTING
 MD1993'1.45 FT (0.44 M) . THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT
 MD1993'(10.06 CM) LONG GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,
 MD1993'--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 17--ON
 MD1993'THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE OHIO-MICHIGAN
 MD1993'BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING
 MD1993'ADDITIONAL INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG
 MD1993'WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0
 MD1993'FT (0.3 M) DEEP.
 MD1993'TO REACH FROM PIONEER, GO 2.0 MI (3.2 KM) NORTH ON STATE ROUTE 15,
 MD1993'TURN RIGHT AND GO EAST 5.0 MI (8.0 KM) ON TERRITORIAL ROAD, TURN
 MD1993'RIGHT AND GO SOUTH 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1994 ***********************************************************************
 MD1994  DESIGNATION -  BOUNDARY POST 19 MI OH
 MD1994  PID         -  MD1994
 MD1994  STATE/COUNTY-  OH/FULTON
 MD1994  USGS QUAD   -  ALVORDTON (1973)
 MD1994
 MD1994                         *CURRENT SURVEY CONTROL
 MD1994  ___________________________________________________________________
 MD1994* NAD 83(1995)-  41 42 21.26313(N)    084 23 47.33511(W)     ADJUSTED  
 MD1994* NAVD 88     -       262.2    (meters)     860.     (feet)  GPS OBS   
 MD1994  ___________________________________________________________________
 MD1994  X           -     465,660.766 (meters)                     COMP
 MD1994  Y           -  -4,746,175.149 (meters)                     COMP
 MD1994  Z           -   4,221,424.711 (meters)                     COMP
 MD1994  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 MD1994  ELLIP HEIGHT-         228.11  (meters)          (10/07/05) GPS OBS
 MD1994  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 MD1994
 MD1994  HORZ ORDER  -  FIRST
 MD1994  ELLP ORDER  -  FOURTH    CLASS I
 MD1994
 MD1994.The horizontal coordinates were established by GPS observations
 MD1994.and adjusted by the National Geodetic Survey in April 1998..
 MD1994
 MD1994.The orthometric height was determined by GPS observations and a
 MD1994.high-resolution geoid model.
 MD1994
 MD1994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1994
 MD1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1994
 MD1994.The ellipsoidal height was determined by GPS observations
 MD1994.and is referenced to NAD 83.
 MD1994
 MD1994.The geoid height was determined by GEOID03.
 MD1994
 MD1994;                    North         East     Units Scale Factor Converg.
 MD1994;SPC OH N     -   228,172.387   442,165.877   MT  1.00000114   -1 14 45.2
 MD1994;UTM  16      - 4,620,399.706   716,615.817   MT  1.00017745   +1 43 58.1
 MD1994
 MD1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1994!SPC OH N     -   0.99996422  x   1.00000114  =   0.99996536
 MD1994!UTM  16      -   0.99996422  x   1.00017745  =   1.00014167
 MD1994
 MD1994                          SUPERSEDED SURVEY CONTROL
 MD1994
 MD1994  ELLIP H (04/01/98)  228.17   (m)                       GP(       ) 4 1
 MD1994  NAD 83(1995)-  41 42 21.26312(N)    084 23 47.33509(W) AD(       ) 1
 MD1994  NAD 83(1986)-  41 42 21.26919(N)    084 23 47.35145(W) AD(       ) 1
 MD1994
 MD1994.Superseded values are not recommended for survey control.
 MD1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1994.See file dsdata.txt to determine how the superseded data were derived.
 MD1994
 MD1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1661620400(NAD 83)
 MD1994_MARKER: DU = BOUNDARY MARKER
 MD1994_SETTING: 0 = UNSPECIFIED SETTING
 MD1994_MARK LOGO: OHMI  
 MD1994_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1994+STABILITY: SURFACE MOTION
 MD1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1994+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MD1994
 MD1994  HISTORY     - Date     Condition        Report By
 MD1994  HISTORY     - 1915     MONUMENTED       OHMI
 MD1994  HISTORY     - 19930709 GOOD             PLSO
 MD1994  HISTORY     - 20060215 GOOD             OH-151
 MD1994
 MD1994                          STATION DESCRIPTION
 MD1994
 MD1994'DESCRIBED BY LAND SURV OF OH 1993
 MD1994'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD1994'LOCATED ABOUT 21 MI (33.8 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 4
 MD1994'MI (6.4 KM) NORTHWEST OF FAYETTE, 0.2 MI (0.3 KM) EAST OF THE
 MD1994'FULTON-WILLIAMS COUNTY LINE, ON THE CENTERLINE EXTENDED EAST OF
 MD1994'TERRITORIAL ROAD, 44.9 FT (13.7 M) SOUTHEAST OF TERRITORIAL ROAD ON
 MD1994'ITS NORTHEAST DIRECTION (APPROXIMATE PI), AT THE EDGE OF A
 MD1994'CULTIVATED FIELD, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.  IT IS A
 MD1994'GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE,
 MD1994'PROJECTING 1.7 FT (0.5 M) . THE TOP IS MARKED BY A DRILL HOLE IN A
 MD1994'0.33 FT (10.06 CM) LONG GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS
 MD1994'FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,
 MD1994'--POST 19--ON THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE
 MD1994'OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE
 MD1994'FOLLOWING ADDITIONAL INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT
 MD1994'(1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M)
 MD1994'SQUARE AND 1.0 FT (0.3 M) DEEP.
 MD1994'TO REACH FROM FAYETTE, GO 2.5 MI (4.0 KM) NORTH ON COUNTY ROAD 24,
 MD1994'TURN LEFT ON MORENCI ROAD AND GO WEST 3.6 MI (5.8 KM) TO THE MARK ON
 MD1994'THE LEFT.  THE NAME OF MORENCI ROAD CHANGES TO TERRITORIAL ROAD ALONG
 MD1994'THE WAY.
 MD1994
 MD1994                          STATION RECOVERY (2006)
 MD1994
 MD1994'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MD1994'FOUND IN GOOD CONDITION WITH EXISTING CARSONITE POST.  SMALL TREE
 MD1994'PATCH TO THE SOUTH AND WEST, BUT THE EASTERN SKY IS WIDE OPEN.
 MD1994'SUBMITTED BY JOSEPH D. FENICLE, OHIO AND MICHIGAN PROFESSIONAL
 MD1994'SURVEYOR REPRESENTING THE OFFICE OF THE FULTON COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1995 ***********************************************************************
 MD1995  DESIGNATION -  BOUNDARY POST 2 MI OH
 MD1995  PID         -  MD1995
 MD1995  STATE/COUNTY-  OH/WILLIAMS
 MD1995  USGS QUAD   -  CLEAR LAKE (1992)
 MD1995
 MD1995                         *CURRENT SURVEY CONTROL
 MD1995  ___________________________________________________________________
 MD1995* NAD 83(1995)-  41 41 51.09574(N)    084 46 01.25172(W)     ADJUSTED  
 MD1995* NAVD 88     -       305.3    (meters)    1002.     (feet)  GPS OBS   
 MD1995  ___________________________________________________________________
 MD1995  X           -     435,017.133 (meters)                     COMP
 MD1995  Y           -  -4,749,736.462 (meters)                     COMP
 MD1995  Z           -   4,220,758.898 (meters)                     COMP
 MD1995  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 MD1995  ELLIP HEIGHT-         271.87  (meters)          (10/07/05) GPS OBS
 MD1995  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MD1995
 MD1995  HORZ ORDER  -  FIRST
 MD1995  ELLP ORDER  -  FOURTH    CLASS I
 MD1995
 MD1995.The horizontal coordinates were established by GPS observations
 MD1995.and adjusted by the National Geodetic Survey in April 1998..
 MD1995
 MD1995.The orthometric height was determined by GPS observations and a
 MD1995.high-resolution geoid model.
 MD1995
 MD1995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1995
 MD1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1995
 MD1995.The ellipsoidal height was determined by GPS observations
 MD1995.and is referenced to NAD 83.
 MD1995
 MD1995.The geoid height was determined by GEOID03.
 MD1995
 MD1995;                    North         East     Units Scale Factor Converg.
 MD1995;SPC OH N     -   227,978.028   411,310.622   MT  0.99999952   -1 29 21.5
 MD1995;SPC IN E     -   716,414.484   174,886.684   MT  1.00003565   +0 35 54.5
 MD1995;SPC IN E     - 2,350,436.52    573,774.06   sFT  1.00003565   +0 35 54.5
 MD1995;SPC MI S     -    22,021.071 3,966,670.415   MT  1.00011952   -0 16 20.8
 MD1995;SPC MI S     -    72,247.61 13,014,010.55   iFT  1.00011952   -0 16 20.8
 MD1995;UTM  16      - 4,618,603.014   685,809.247   MT  1.00002487   +1 29 08.9
 MD1995
 MD1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1995!SPC OH N     -   0.99995736  x   0.99999952  =   0.99995688
 MD1995!SPC IN E     -   0.99995736  x   1.00003565  =   0.99999301
 MD1995!SPC MI S     -   0.99995736  x   1.00011952  =   1.00007687
 MD1995!UTM  16      -   0.99995736  x   1.00002487  =   0.99998223
 MD1995
 MD1995                          SUPERSEDED SURVEY CONTROL
 MD1995
 MD1995  ELLIP H (04/01/98)  271.93   (m)                       GP(       ) 4 1
 MD1995  NAD 83(1995)-  41 41 51.09579(N)    084 46 01.25173(W) AD(       ) 1
 MD1995  NAD 83(1986)-  41 41 51.09834(N)    084 46 01.26661(W) AD(       ) 1
 MD1995
 MD1995.Superseded values are not recommended for survey control.
 MD1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1995.See file dsdata.txt to determine how the superseded data were derived.
 MD1995
 MD1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8580918603(NAD 83)
 MD1995_MARKER: DU = BOUNDARY MARKER
 MD1995_SETTING: 0 = UNSPECIFIED SETTING
 MD1995_MARK LOGO: OHMI  
 MD1995_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1995+STABILITY: SURFACE MOTION
 MD1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1995+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MD1995
 MD1995  HISTORY     - Date     Condition        Report By
 MD1995  HISTORY     - 1915     MONUMENTED       OHMI
 MD1995  HISTORY     - 19930709 GOOD             PLSO
 MD1995
 MD1995                          STATION DESCRIPTION
 MD1995
 MD1995'DESCRIBED BY LAND SURV OF OH 1993
 MD1995'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD1995'LOCATED ABOUT 2 MI (3.2 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 11
 MD1995'MI (17.7 KM) WEST OF PIONEER, 1510 FT (460.2 M) NORTH OF WILLIAMS
 MD1995'COUNTY ROAD--S--, 19.5 FT (5.9 M) EAST OF THE C/L OF WILLIAMS COUNTY
 MD1995'ROAD 3 (GRAVEL), AT THE WEST EDGE OF A PLOWED FIELD, AND 0.8 FT
 MD1995'(24.4 CM) NW OF A FIBERGLASS WITNESS POST.  IT IS A GRANITE POST,
 MD1995'0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, PROJECTING 1.6 FT
 MD1995'(0.5 M) . THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT (10.06 CM)
 MD1995'LONG GROOVE.  IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON
 MD1995'THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 2--ON THE WEST
 MD1995'SIDE, AND--STATE LINE--ON THE EAST SIDE.  THE OHIO-MICHIGAN BOUNDARY
 MD1995'REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL
 MD1995'INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE
 MD1995'BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT
 MD1995'(0.3 M) DEEP.
 MD1995'TO REACH FROM PIONEER, GO 1.0 MI (1.6 KM) NORTH ON STATE ROUTE 15,
 MD1995'TURN LEFT AND GO 11.0 MI (17.7 KM) WEST ON COUNTY ROAD S, TURN RIGHT
 MD1995'AND GO NORTH ON COUNTY ROAD 3 FOR 0.3 MI (0.5 KM) TO THE STATION ON
 MD1995'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1996 ***********************************************************************
 MD1996  DESIGNATION -  BOUNDARY POST 21A MI OH
 MD1996  PID         -  MD1996
 MD1996  STATE/COUNTY-  OH/FULTON
 MD1996  USGS QUAD   -  FAYETTE (1977)
 MD1996
 MD1996                         *CURRENT SURVEY CONTROL
 MD1996  ___________________________________________________________________
 MD1996* NAD 83(1995)-  41 42 23.81169(N)    084 21 37.16224(W)     ADJUSTED  
 MD1996* NAVD 88     -       257.7    (meters)     845.     (feet)  GPS OBS   
 MD1996  ___________________________________________________________________
 MD1996  X           -     468,650.494 (meters)                     COMP
 MD1996  Y           -  -4,745,824.923 (meters)                     COMP
 MD1996  Z           -   4,221,480.421 (meters)                     COMP
 MD1996  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 MD1996  ELLIP HEIGHT-         223.61  (meters)          (10/07/05) GPS OBS
 MD1996  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MD1996
 MD1996  HORZ ORDER  -  FIRST
 MD1996  ELLP ORDER  -  FOURTH    CLASS I
 MD1996
 MD1996.The horizontal coordinates were established by GPS observations
 MD1996.and adjusted by the National Geodetic Survey in April 1998..
 MD1996
 MD1996.The orthometric height was determined by GPS observations and a
 MD1996.high-resolution geoid model.
 MD1996
 MD1996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1996
 MD1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1996
 MD1996.The ellipsoidal height was determined by GPS observations
 MD1996.and is referenced to NAD 83.
 MD1996
 MD1996.The geoid height was determined by GEOID03.
 MD1996
 MD1996;                    North         East     Units Scale Factor Converg.
 MD1996;SPC OH N     -   228,186.184   445,176.426   MT  1.00000128   -1 13 19.7
 MD1996;UTM  16      - 4,620,569.967   719,622.134   MT  1.00019359   +1 45 24.9
 MD1996
 MD1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1996!SPC OH N     -   0.99996493  x   1.00000128  =   0.99996621
 MD1996!UTM  16      -   0.99996493  x   1.00019359  =   1.00015851
 MD1996
 MD1996                          SUPERSEDED SURVEY CONTROL
 MD1996
 MD1996  ELLIP H (04/01/98)  223.66   (m)                       GP(       ) 4 1
 MD1996  NAD 83(1995)-  41 42 23.81168(N)    084 21 37.16222(W) AD(       ) 1
 MD1996  NAD 83(1986)-  41 42 23.81786(N)    084 21 37.17860(W) AD(       ) 1
 MD1996
 MD1996.Superseded values are not recommended for survey control.
 MD1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1996.See file dsdata.txt to determine how the superseded data were derived.
 MD1996
 MD1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1962220570(NAD 83)
 MD1996_MARKER: DU = BOUNDARY MARKER
 MD1996_SETTING: 0 = UNSPECIFIED SETTING
 MD1996_MARK LOGO: OHMI  
 MD1996_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1996+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MD1996
 MD1996  HISTORY     - Date     Condition        Report By
 MD1996  HISTORY     - 1915     MONUMENTED       OHMI
 MD1996  HISTORY     - 19930709 GOOD             PLSO
 MD1996  HISTORY     - 20060215 GOOD             OH-151
 MD1996
 MD1996                          STATION DESCRIPTION
 MD1996
 MD1996'DESCRIBED BY LAND SURV OF OH 1993
 MD1996'THE STATION IS A DRILL HOLE IN TOP OF A THREE SIDED CONCRETE POST 0.6
 MD1996'FT (18.3 CM) ON EACH SIDE AND PROJECTING 4.0 FT (1.2 M) .  IT IS IN
 MD1996'THE APPROXIMATE DESCRIBED LOCATION OF THE OHIO-MICHIGAN BOUNDARY
 MD1996'MARKER POST 21, SET IN 1915. NO EVIDENCE OF THE 1915 POST WAS FOUND.
 MD1996'IT IS LOCATED ABOUT 23 MI (37.0 KM) EAST OF THE NORTHWEST CORNER OF
 MD1996'OHIO, 3 MI (4.8 KM) NORTHWEST OF FAYETTE, 2.1 MI (3.4 KM) EAST OF THE
 MD1996'FULTON-WILLIAMS COUNTY LINE, 26.0 FT (7.9 M) EAST OF THE CENTERLINE
 MD1996'OF US HIGHWAY 127 (MERIDIAN ROAD), AND 34.10 FT (10.39 M) WEST OF A
 MD1996'CONCRETE RIGHT OF WAY MONUMENT.
 MD1996'TO REACH FROM FAYETTE, GO 1.7 MI (2.7 KM) WEST ON US HIGHWAY 20, TURN
 MD1996'RIGHT AND GO NORTH 2.25 MI (3.62 KM) ON US HIGHWAY 127 TO THE STATION
 MD1996'ON THE RIGHT.
 MD1996
 MD1996                          STATION RECOVERY (2006)
 MD1996
 MD1996'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MD1996'FOUND IN GOOD CONDITION.  THE CONCRETE POST IS SLOWLY STARTING TO ROT
 MD1996'AWAY, BUT THE DRILL HOLE IS EASY TO IDENTIY.  SUBMITTED BY JOSEPH D.
 MD1996'FENICLE, OHIO AND MICHIGAN PROFESSIONAL SURVEYOR REPRESENTING THE
 MD1996'OFFICE OF THE FULTON COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1997 ***********************************************************************
 MD1997  DESIGNATION -  BOUNDARY POST 23 MI OH
 MD1997  PID         -  MD1997
 MD1997  STATE/COUNTY-  OH/FULTON
 MD1997  USGS QUAD   -  FAYETTE (1977)
 MD1997
 MD1997                         *CURRENT SURVEY CONTROL
 MD1997  ___________________________________________________________________
 MD1997* NAD 83(1995)-  41 42 26.90013(N)    084 19 42.27792(W)     ADJUSTED  
 MD1997* NAVD 88     -       254.0    (meters)     833.     (feet)  GPS OBS   
 MD1997  ___________________________________________________________________
 MD1997  X           -     471,287.180 (meters)                     COMP
 MD1997  Y           -  -4,745,497.243 (meters)                     COMP
 MD1997  Z           -   4,221,549.024 (meters)                     COMP
 MD1997  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 MD1997  ELLIP HEIGHT-         219.80  (meters)          (10/07/05) GPS OBS
 MD1997  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 MD1997
 MD1997  HORZ ORDER  -  FIRST
 MD1997  ELLP ORDER  -  FOURTH    CLASS I
 MD1997
 MD1997.The horizontal coordinates were established by GPS observations
 MD1997.and adjusted by the National Geodetic Survey in April 1998..
 MD1997
 MD1997.The orthometric height was determined by GPS observations and a
 MD1997.high-resolution geoid model.
 MD1997
 MD1997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1997
 MD1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1997
 MD1997.The ellipsoidal height was determined by GPS observations
 MD1997.and is referenced to NAD 83.
 MD1997
 MD1997.The geoid height was determined by GEOID03.
 MD1997
 MD1997;                    North         East     Units Scale Factor Converg.
 MD1997;SPC OH N     -   228,225.283   447,833.902   MT  1.00000145   -1 12 04.2
 MD1997;UTM  16      - 4,620,747.168   722,274.516   MT  1.00020802   +1 46 41.6
 MD1997
 MD1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1997!SPC OH N     -   0.99996553  x   1.00000145  =   0.99996698
 MD1997!UTM  16      -   0.99996553  x   1.00020802  =   1.00017354
 MD1997
 MD1997                          SUPERSEDED SURVEY CONTROL
 MD1997
 MD1997  ELLIP H (04/01/98)  219.87   (m)                       GP(       ) 4 1
 MD1997  NAD 83(1995)-  41 42 26.90012(N)    084 19 42.27790(W) AD(       ) 1
 MD1997  NAD 83(1986)-  41 42 26.90657(N)    084 19 42.29440(W) AD(       ) 1
 MD1997
 MD1997.Superseded values are not recommended for survey control.
 MD1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1997.See file dsdata.txt to determine how the superseded data were derived.
 MD1997
 MD1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2227520747(NAD 83)
 MD1997_MARKER: DU = BOUNDARY MARKER
 MD1997_SETTING: 0 = UNSPECIFIED SETTING
 MD1997_MARK LOGO: OHMI  
 MD1997_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1997+STABILITY: SURFACE MOTION
 MD1997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1997+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MD1997
 MD1997  HISTORY     - Date     Condition        Report By
 MD1997  HISTORY     - 1915     MONUMENTED       OHMI
 MD1997  HISTORY     - 19930709 GOOD             PLSO
 MD1997  HISTORY     - 20060215 GOOD             OH-151
 MD1997
 MD1997                          STATION DESCRIPTION
 MD1997
 MD1997'DESCRIBED BY LAND SURV OF OH 1993
 MD1997'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD1997'LOCATED ABOUT 24.5 MI (39.4 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MD1997'2.3 MI (3.7 KM) NORTH OF FAYETTE, 25.6 FT (7.8 M) EAST OF THE
 MD1997'CENTERLINE OF FULTON COUNTY ROAD 24 (MUNSON HIGHWAY), 4.6 FT (1.4 M)
 MD1997'NORTHWEST OF A TELEPHONE JUNCTION BOX, AND 2.0 FT (0.6 M) SOUTHWEST OF
 MD1997'A FIBERGLASS WITNESS POST.  IT IS A GRANITE POST, 0.67 FT (20.42 CM)
 MD1997'BY 0.83 FT (25.30 CM) SQUARE, PROJECTING 2.0 FT (0.6 M) . THE TOP IS
 MD1997'MARKED BY A DRILL HOLE IN A 0.33 FT (10.06 CM) LONG GROOVE.  IT IS
 MD1997'INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE SOUTH SIDE,
 MD1997'--MICHIGAN--ON THE NORTH SIDE,--POST 23--ON THE WEST SIDE, AND--STATE
 MD1997'LINE--ON THE EAST SIDE. THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY
 MD1997'C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL INFORMATION.  THE
 MD1997'GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE BASE SET IN A BED OF
 MD1997'CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT (0.3 M) DEEP.
 MD1997'TO REACH FROM FAYETTE, GO NORTH ON COUNTY ROAD 24 FOR 2.3 MI (3.7 KM)
 MD1997'TO THE STATION ON THE RIGHT.
 MD1997
 MD1997                          STATION RECOVERY (2006)
 MD1997
 MD1997'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MD1997'FOUND IN GOOD CONDITION WITH EXISTING CARSONITE POST. SUBMITTED BY
 MD1997'JOSEPH D. FENICLE, OHIO AND MICHIGAN PROFESSIONAL SURVEYOR
 MD1997'REPRESENTING THE OFFICE OF THE FULTON COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1998 ***********************************************************************
 MD1998  DESIGNATION -  BOUNDARY POST 24 MI OH
 MD1998  PID         -  MD1998
 MD1998  STATE/COUNTY-  OH/FULTON
 MD1998  USGS QUAD   -  FAYETTE (1977)
 MD1998
 MD1998                         *CURRENT SURVEY CONTROL
 MD1998  ___________________________________________________________________
 MD1998* NAD 83(1995)-  41 42 28.85647(N)    084 18 30.84120(W)     ADJUSTED  
 MD1998* NAVD 88     -       251.4    (meters)     825.     (feet)  GPS OBS   
 MD1998  ___________________________________________________________________
 MD1998  X           -     472,926.496 (meters)                     COMP
 MD1998  Y           -  -4,745,291.724 (meters)                     COMP
 MD1998  Z           -   4,221,592.249 (meters)                     COMP
 MD1998  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 MD1998  ELLIP HEIGHT-         217.04  (meters)          (10/07/05) GPS OBS
 MD1998  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 MD1998
 MD1998  HORZ ORDER  -  FIRST
 MD1998  ELLP ORDER  -  FOURTH    CLASS I
 MD1998
 MD1998.The horizontal coordinates were established by GPS observations
 MD1998.and adjusted by the National Geodetic Survey in April 1998..
 MD1998
 MD1998.The orthometric height was determined by GPS observations and a
 MD1998.high-resolution geoid model.
 MD1998
 MD1998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1998
 MD1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1998
 MD1998.The ellipsoidal height was determined by GPS observations
 MD1998.and is referenced to NAD 83.
 MD1998
 MD1998.The geoid height was determined by GEOID03.
 MD1998
 MD1998;                    North         East     Units Scale Factor Converg.
 MD1998;SPC OH N     -   228,251.194   449,486.357   MT  1.00000156   -1 11 17.3
 MD1998;UTM  16      - 4,620,858.959   723,923.738   MT  1.00021707   +1 47 29.2
 MD1998
 MD1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1998!SPC OH N     -   0.99996596  x   1.00000156  =   0.99996752
 MD1998!UTM  16      -   0.99996596  x   1.00021707  =   1.00018302
 MD1998
 MD1998                          SUPERSEDED SURVEY CONTROL
 MD1998
 MD1998  ELLIP H (04/01/98)  217.09   (m)                       GP(       ) 4 1
 MD1998  NAD 83(1995)-  41 42 28.85645(N)    084 18 30.84117(W) AD(       ) 1
 MD1998  NAD 83(1986)-  41 42 28.86293(N)    084 18 30.85767(W) AD(       ) 1
 MD1998
 MD1998.Superseded values are not recommended for survey control.
 MD1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1998.See file dsdata.txt to determine how the superseded data were derived.
 MD1998
 MD1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2392420859(NAD 83)
 MD1998_MARKER: DU = BOUNDARY MARKER
 MD1998_SETTING: 66 = SET IN ROCK OUTCROP
 MD1998_MARK LOGO: CGS   
 MD1998_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD1998+STABILITY: POSITION/ELEVATION WELL
 MD1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1998+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MD1998
 MD1998  HISTORY     - Date     Condition        Report By
 MD1998  HISTORY     - 1915     MONUMENTED       CGS
 MD1998  HISTORY     - 19930709 GOOD             PLSO
 MD1998  HISTORY     - 19960130 GOOD             WOOLPT
 MD1998  HISTORY     - 20060215 GOOD             OH-151
 MD1998
 MD1998                          STATION DESCRIPTION
 MD1998
 MD1998'DESCRIBED BY LAND SURV OF OH 1993
 MD1998'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD1998'LOCATED ABOUT 25.5 MI (41.0 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MD1998'2.5 MI (4.0 KM) NORTH-NORTHEAST OF FAYETTE, 834 FT (254.2 M) SOUTH OF
 MD1998'MORENCI ROAD, 23.5 FT (7.2 M) EAST OF THE CENTERLINE OF FULTON COUNTY
 MD1998'ROAD 23 (MEYERHOLTZ HWY), 7.9 FT (2.4 M) NORTHWEST OF A TELEPHONE
 MD1998'JUNCTION BOX, 6.0 FT (1.8 M) SOUTHWEST OF ANOTHER TELEPHONE JUNCTION
 MD1998'BOX, AND 1.7 FT (0.5 M) SOUTH OF A LENAWEE COUNTY SIGN POST.  IT IS A
 MD1998'GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE,
 MD1998'PROJECTING 2.2 FT (0.7 M) . THE TOP IS MARKED BY A DRILL HOLE IN A
 MD1998'0.33 FT (10.06 CM) LONG GROOVE.  IT IS INSCRIBED ON ALL FOUR SIDES AS
 MD1998'FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,
 MD1998'--POST 24--ON THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE
 MD1998'OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE
 MD1998'FOLLOWING ADDITIONAL INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT
 MD1998'(1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M)
 MD1998'SQUARE AND 1.0 FT (0.3 M) DEEP.
 MD1998'TO REACH FROM FAYETTE, GO EAST 1.0 MI (1.6 KM) ON US HIGHWAY 20, TURN
 MD1998'LEFT AND GO 2.3 MI (3.7 KM) NORTH ON COUNTY ROAD 23 TO THE STATION ON
 MD1998'THE RIGHT.
 MD1998
 MD1998                          STATION RECOVERY (1996)
 MD1998
 MD1998'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BS)
 MD1998'RECOVERED AS DESCRIBED.
 MD1998
 MD1998                          STATION RECOVERY (2006)
 MD1998
 MD1998'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MD1998'FOUND IN GOOD CONDITION, PROTECTED BY TELEPHONE PEDESTALS ON NORTH AND
 MD1998'SOUTH SIDES. SUBMITTED BY JOSEPH D. FENICLE, OHIO AND MICHIGAN
 MD1998'PROFESSIONAL SURVEYOR REPRESENTING THE OFFICE OF THE FULTON COUNTY
 MD1998'ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1999 ***********************************************************************
 MD1999  DESIGNATION -  BOUNDARY POST 25 MI OH
 MD1999  PID         -  MD1999
 MD1999  STATE/COUNTY-  OH/FULTON
 MD1999  USGS QUAD   -  FAYETTE (1977)
 MD1999
 MD1999                         *CURRENT SURVEY CONTROL
 MD1999  ___________________________________________________________________
 MD1999* NAD 83(1995)-  41 42 30.66976(N)    084 17 21.43015(W)     ADJUSTED  
 MD1999* NAVD 88     -       246.1    (meters)     807.     (feet)  GPS OBS   
 MD1999  ___________________________________________________________________
 MD1999  X           -     474,519.239 (meters)                     COMP
 MD1999  Y           -  -4,745,091.423 (meters)                     COMP
 MD1999  Z           -   4,221,630.568 (meters)                     COMP
 MD1999  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 MD1999  ELLIP HEIGHT-         211.86  (meters)          (10/07/05) GPS OBS
 MD1999  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 MD1999
 MD1999  HORZ ORDER  -  FIRST
 MD1999  ELLP ORDER  -  FOURTH    CLASS I
 MD1999
 MD1999.The horizontal coordinates were established by GPS observations
 MD1999.and adjusted by the National Geodetic Survey in April 1998..
 MD1999
 MD1999.The orthometric height was determined by GPS observations and a
 MD1999.high-resolution geoid model.
 MD1999
 MD1999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1999
 MD1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1999
 MD1999.The ellipsoidal height was determined by GPS observations
 MD1999.and is referenced to NAD 83.
 MD1999
 MD1999.The geoid height was determined by GEOID03.
 MD1999
 MD1999;                    North         East     Units Scale Factor Converg.
 MD1999;SPC OH N     -   228,274.029   451,091.880   MT  1.00000165   -1 10 31.7
 MD1999;UTM  16      - 4,620,965.245   725,526.256   MT  1.00022594   +1 48 15.5
 MD1999
 MD1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1999!SPC OH N     -   0.99996677  x   1.00000165  =   0.99996842
 MD1999!UTM  16      -   0.99996677  x   1.00022594  =   1.00019270
 MD1999
 MD1999                          SUPERSEDED SURVEY CONTROL
 MD1999
 MD1999  ELLIP H (04/01/98)  211.91   (m)                       GP(       ) 4 1
 MD1999  NAD 83(1995)-  41 42 30.66975(N)    084 17 21.43013(W) AD(       ) 1
 MD1999  NAD 83(1986)-  41 42 30.67611(N)    084 17 21.44661(W) AD(       ) 1
 MD1999
 MD1999.Superseded values are not recommended for survey control.
 MD1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1999.See file dsdata.txt to determine how the superseded data were derived.
 MD1999
 MD1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2552620965(NAD 83)
 MD1999_MARKER: DU = BOUNDARY MARKER
 MD1999_SETTING: 0 = UNSPECIFIED SETTING
 MD1999_MARK LOGO: OHMI  
 MD1999_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1999+STABILITY: SURFACE MOTION
 MD1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1999+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MD1999
 MD1999  HISTORY     - Date     Condition        Report By
 MD1999  HISTORY     - 1915     MONUMENTED       OHMI
 MD1999  HISTORY     - 19930709 GOOD             PLSO
 MD1999  HISTORY     - 20060215 GOOD             OH-151
 MD1999
 MD1999                          STATION DESCRIPTION
 MD1999
 MD1999'DESCRIBED BY LAND SURV OF OH 1993
 MD1999'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD1999'LOCATED ABOUT 26.5 MI (42.6 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MD1999'3 MI (4.8 KM) NORTHEAST OF FAYETTE, 900 FT (274.3 M) SOUTH OF MORENCI
 MD1999'ROAD, 23.05 FT (7.03 M) EAST OF A 1.5 INCH HOLLOW IRON PIN IN THE
 MD1999'CENTERLINE OF FULTON COUNTY ROAD 22 (INGALL HWY),  AND 4.5 FT
 MD1999'(1.4 M) SOUTHEAST OF A LENAWEE COUNTY SIGN POST.  IT IS A GRANITE
 MD1999'POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, AND PROJECTING
 MD1999'1.8 FT (0.5 M) .  THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT
 MD1999'(10.06 CM) LONG GROOVE.  IT IS INSCRIBED ON ALL FOUR SIDES AS
 MD1999'FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,
 MD1999'--POST 25--ON THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE
 MD1999'OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE
 MD1999'FOLLOWING ADDITIONAL INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT
 MD1999'(1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M)
 MD1999'SQUARE AND 1.0 FT (0.3 M) DEEP.
 MD1999'TO REACH FROM FAYETTE, GO EAST 2.0 MI (3.2 KM) ON US HIGHWAY 20, TURN
 MD1999'LEFT AND GO 2.3 MI (3.7 KM) NORTH ON COUNTY ROAD 22 TO THE STATION ON
 MD1999'THE RIGHT.
 MD1999
 MD1999                          STATION RECOVERY (2006)
 MD1999
 MD1999'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MD1999'FOUND IN GOOD CONDITION, PROTECTED BY A LENAWEE COUNTY SIGN. SUBMITTED
 MD1999'BY JOSEPH D. FENICLE, OHIO AND MICHIGAN PROFESSIONAL SURVEYOR
 MD1999'REPRESENTING THE OFFICE OF THE FULTON COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD2000 ***********************************************************************
 MD2000  DESIGNATION -  BOUNDARY POST 27 MI OH
 MD2000  PID         -  MD2000
 MD2000  STATE/COUNTY-  OH/FULTON
 MD2000  USGS QUAD   -  MORENCI (1977)
 MD2000
 MD2000                         *CURRENT SURVEY CONTROL
 MD2000  ___________________________________________________________________
 MD2000* NAD 83(1995)-  41 42 34.77009(N)    084 14 58.74778(W)     ADJUSTED  
 MD2000* NAVD 88     -       233.4    (meters)     766.     (feet)  GPS OBS   
 MD2000  ___________________________________________________________________
 MD2000  X           -     477,792.126 (meters)                     COMP
 MD2000  Y           -  -4,744,668.831 (meters)                     COMP
 MD2000  Z           -   4,221,716.534 (meters)                     COMP
 MD2000  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 MD2000  ELLIP HEIGHT-         199.12  (meters)          (10/07/05) GPS OBS
 MD2000  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 MD2000
 MD2000  HORZ ORDER  -  FIRST
 MD2000  ELLP ORDER  -  FOURTH    CLASS I
 MD2000
 MD2000.The horizontal coordinates were established by GPS observations
 MD2000.and adjusted by the National Geodetic Survey in April 1998..
 MD2000
 MD2000.The orthometric height was determined by GPS observations and a
 MD2000.high-resolution geoid model.
 MD2000
 MD2000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD2000
 MD2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD2000
 MD2000.The ellipsoidal height was determined by GPS observations
 MD2000.and is referenced to NAD 83.
 MD2000
 MD2000.The geoid height was determined by GEOID03.
 MD2000
 MD2000;                    North         East     Units Scale Factor Converg.
 MD2000;SPC OH N     -   228,333.587   454,392.394   MT  1.00000188   -1 08 58.0
 MD2000;UTM  16      - 4,621,196.360   728,819.979   MT  1.00024436   +1 49 50.7
 MD2000
 MD2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD2000!SPC OH N     -   0.99996877  x   1.00000188  =   0.99997065
 MD2000!UTM  16      -   0.99996877  x   1.00024436  =   1.00021312
 MD2000
 MD2000                          SUPERSEDED SURVEY CONTROL
 MD2000
 MD2000  ELLIP H (04/01/98)  199.16   (m)                       GP(       ) 4 1
 MD2000  NAD 83(1995)-  41 42 34.77009(N)    084 14 58.74777(W) AD(       ) 1
 MD2000  NAD 83(1986)-  41 42 34.77673(N)    084 14 58.76434(W) AD(       ) 1
 MD2000
 MD2000.Superseded values are not recommended for survey control.
 MD2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD2000.See file dsdata.txt to determine how the superseded data were derived.
 MD2000
 MD2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2882021196(NAD 83)
 MD2000_MARKER: DU = BOUNDARY MARKER
 MD2000_SETTING: 0 = UNSPECIFIED SETTING
 MD2000_MARK LOGO: OHMI  
 MD2000_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD2000+STABILITY: SURFACE MOTION
 MD2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD2000+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MD2000
 MD2000  HISTORY     - Date     Condition        Report By
 MD2000  HISTORY     - 1915     MONUMENTED       OHMI
 MD2000  HISTORY     - 19930709 GOOD             PLSO
 MD2000  HISTORY     - 20060215 GOOD             OH-151
 MD2000
 MD2000                          STATION DESCRIPTION
 MD2000
 MD2000'DESCRIBED BY LAND SURV OF OH 1993
 MD2000'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD2000'LOCATED ABOUT 29 MI (46.7 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 5
 MD2000'MI (8.0 KM) EAST-NORTHEAST OF FAYETTE, 550 FT (167.6 M) SOUTH OF
 MD2000'STATELINE ROAD, 20.5 FT (6.2 M) EAST OF FULTON COUNTY ROAD 20 (RANGER
 MD2000'HWY),  AND 1.3 FT (0.4 M) SOUTH OF A LENAWEE COUNTY SIGN POST.  IT IS
 MD2000'A GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE,
 MD2000'PROJECTING 1.3 FT (0.4 M) .  THE TOP IS MARKED BY A DRILL HOLE IN A
 MD2000'0.33 FT (10.06 CM) LONG GROOVE.  IT IS INSCRIBED ON ALL FOUR SIDES AS
 MD2000'FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,
 MD2000'--POST 27--ON THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE
 MD2000'OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE
 MD2000'FOLLOWING ADDITIONAL INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT
 MD2000'(1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M)
 MD2000'SQUARE AND 1.0 FT (0.3 M) DEEP.
 MD2000'TO REACH FROM FAYETTE, GO EAST 4.0 MI (6.4 KM) ON US HIGHWAY 20, TURN
 MD2000'LEFT AND GO 2.1 MI (3.4 KM) NORTH ON COUNTY ROAD 20 TO THE STATION ON
 MD2000'THE RIGHT.
 MD2000
 MD2000                          STATION RECOVERY (2006)
 MD2000
 MD2000'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MD2000'FOUND IN GOOD CONDITION, PROTECTED BY A LENAWEE COUNTY SIGN AND
 MD2000'EXISTING CARSONITE POST.  SUBMITTED BY JOSEPH D. FENICLE, OHIO AND
 MD2000'MICHIGAN PROFESSIONAL SURVEYOR REPRESENTING THE OFFICE OF THE FULTON
 MD2000'COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD2001 ***********************************************************************
 MD2001  DESIGNATION -  BOUNDARY POST 3 MI OH
 MD2001  PID         -  MD2001
 MD2001  STATE/COUNTY-  OH/WILLIAMS
 MD2001  USGS QUAD   -  NETTLE LAKE (1977)
 MD2001
 MD2001                         *CURRENT SURVEY CONTROL
 MD2001  ___________________________________________________________________
 MD2001* NAD 83(1995)-  41 41 53.47350(N)    084 44 50.90403(W)     ADJUSTED  
 MD2001* NAVD 88     -       299.6    (meters)     983.     (feet)  GPS OBS   
 MD2001  ___________________________________________________________________
 MD2001  X           -     436,632.173 (meters)                     COMP
 MD2001  Y           -  -4,749,534.987 (meters)                     COMP
 MD2001  Z           -   4,220,809.883 (meters)                     COMP
 MD2001  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 MD2001  ELLIP HEIGHT-         266.17  (meters)          (10/07/05) GPS OBS
 MD2001  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MD2001
 MD2001  HORZ ORDER  -  FIRST
 MD2001  ELLP ORDER  -  FOURTH    CLASS I
 MD2001
 MD2001.The horizontal coordinates were established by GPS observations
 MD2001.and adjusted by the National Geodetic Survey in April 1998..
 MD2001
 MD2001.The orthometric height was determined by GPS observations and a
 MD2001.high-resolution geoid model.
 MD2001
 MD2001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD2001
 MD2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD2001
 MD2001.The ellipsoidal height was determined by GPS observations
 MD2001.and is referenced to NAD 83.
 MD2001
 MD2001.The geoid height was determined by GEOID03.
 MD2001
 MD2001;                    North         East     Units Scale Factor Converg.
 MD2001;SPC OH N     -   228,009.267   412,938.600   MT  0.99999965   -1 28 35.3
 MD2001;SPC IN E     -   716,505.017   176,512.504   MT  1.00003868   +0 36 41.3
 MD2001;SPC IN E     - 2,350,733.54    579,108.11   sFT  1.00003868   +0 36 41.3
 MD2001;SPC MI S     -    22,086.891 3,968,297.557   MT  1.00011929   -0 15 32.9
 MD2001;SPC MI S     -    72,463.55 13,019,348.94   iFT  1.00011929   -0 15 32.9
 MD2001;UTM  16      - 4,618,718.713   687,433.457   MT  1.00003233   +1 29 55.8
 MD2001
 MD2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD2001!SPC OH N     -   0.99995825  x   0.99999965  =   0.99995790
 MD2001!SPC IN E     -   0.99995825  x   1.00003868  =   0.99999693
 MD2001!SPC MI S     -   0.99995825  x   1.00011929  =   1.00007754
 MD2001!UTM  16      -   0.99995825  x   1.00003233  =   0.99999058
 MD2001
 MD2001                          SUPERSEDED SURVEY CONTROL
 MD2001
 MD2001  ELLIP H (04/01/98)  266.23   (m)                       GP(       ) 4 1
 MD2001  NAD 83(1995)-  41 41 53.47355(N)    084 44 50.90404(W) AD(       ) 1
 MD2001  NAD 83(1986)-  41 41 53.47594(N)    084 44 50.91879(W) AD(       ) 1
 MD2001
 MD2001.Superseded values are not recommended for survey control.
 MD2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD2001.See file dsdata.txt to determine how the superseded data were derived.
 MD2001
 MD2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8743318719(NAD 83)
 MD2001_MARKER: DU = BOUNDARY MARKER
 MD2001_SETTING: 0 = UNSPECIFIED SETTING
 MD2001_MARK LOGO: OHMI  
 MD2001_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD2001+STABILITY: SURFACE MOTION
 MD2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD2001+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MD2001
 MD2001  HISTORY     - Date     Condition        Report By
 MD2001  HISTORY     - 1915     MONUMENTED       OHMI
 MD2001  HISTORY     - 19930709 GOOD             PLSO
 MD2001
 MD2001                          STATION DESCRIPTION
 MD2001
 MD2001'DESCRIBED BY LAND SURV OF OH 1993
 MD2001'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD2001'LOCATED ABOUT 3 MI (4.8 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 10
 MD2001'MI (16.1 KM) WEST OF PIONEER, 1702 FT (518.8 M) NORTH OF WILLIAMS
 MD2001'COUNTY ROAD S, 20.6 FT (6.3 M) EAST OF A MICHIGAN C/L MONUMENT BOX IN
 MD2001'STATE ROUTE 49, 15 FT (4.6 M) SOUTH OF A--WELCOME TO MICHIGAN--SIGN,
 MD2001'AND 2.4 FT (0.7 M) WEST OF A THREE SIDED CONCRETE POST. IT IS A
 MD2001'GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE,
 MD2001'PROJECTING 1.2 FT (0.4 M) . THE TOP IS MARKED BY 0.33 FT (10.06 CM)
 MD2001'LONG GROOVE WITH CROSS CUT AND DRILL HOLE.  IT IS INSCRIBED ON ALL
 MD2001'FOUR SIDES AS FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE
 MD2001'NORTH SIDE,--POST 3--ON THE WEST SIDE, AND--STATE LINE--ON THE EAST
 MD2001'SIDE.  THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN,
 MD2001'PROVIDES THE FOLLOWING ADDITIONAL INFORMATION.  THE GRANITE MONUMENT
 MD2001'IS 5.5 FT (1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT
 MD2001'(0.6 M) SQUARE AND 1.0 FT (0.3 M) DEEP.
 MD2001'TO REACH FROM PIONEER, GO 1.0 MI (1.6 KM) NORTH ON STATE ROUTE 15,
 MD2001'TURN LEFT AND GO 10.0 MI (16.1 KM) WEST ON COUNTY ROAD S, TURN RIGHT
 MD2001'AND GO NORTH ON STATE ROUTE 49 FOR 0.3 MI (0.5 KM) TO THE STATION ON
 MD2001'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD2002 ***********************************************************************
 MD2002  DESIGNATION -  BOUNDARY POST 30 MI OH
 MD2002  PID         -  MD2002
 MD2002  STATE/COUNTY-  OH/FULTON
 MD2002  USGS QUAD   -  MORENCI (1977)
 MD2002
 MD2002                         *CURRENT SURVEY CONTROL
 MD2002  ___________________________________________________________________
 MD2002* NAD 83(1995)-  41 42 39.99011(N)    084 11 32.88163(W)     ADJUSTED  
 MD2002* NAVD 88     -       233.4    (meters)     766.     (feet)  GPS OBS   
 MD2002  ___________________________________________________________________
 MD2002  X           -     482,516.529 (meters)                     COMP
 MD2002  Y           -  -4,744,082.855 (meters)                     COMP
 MD2002  Z           -   4,221,836.643 (meters)                     COMP
 MD2002  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 MD2002  ELLIP HEIGHT-         198.94  (meters)          (10/07/05) GPS OBS
 MD2002  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 MD2002
 MD2002  HORZ ORDER  -  FIRST
 MD2002  ELLP ORDER  -  FOURTH    CLASS I
 MD2002
 MD2002.The horizontal coordinates were established by GPS observations
 MD2002.and adjusted by the National Geodetic Survey in April 1998..
 MD2002
 MD2002.The orthometric height was determined by GPS observations and a
 MD2002.high-resolution geoid model.
 MD2002
 MD2002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD2002
 MD2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD2002
 MD2002.The ellipsoidal height was determined by GPS observations
 MD2002.and is referenced to NAD 83.
 MD2002
 MD2002.The geoid height was determined by GEOID03.
 MD2002
 MD2002;                    North         East     Units Scale Factor Converg.
 MD2002;SPC OH N     -   228,400.693   459,153.901   MT  1.00000216   -1 06 42.7
 MD2002;SPC MI S     -    23,465.498 4,014,499.313   MT  1.00011470   +0 07 06.8
 MD2002;SPC MI S     -    76,986.54 13,170,929.50   iFT  1.00011470   +0 07 06.8
 MD2002;UTM  16      - 4,621,511.035   733,572.772   MT  1.00027141   +1 52 08.1
 MD2002
 MD2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD2002!SPC OH N     -   0.99996880  x   1.00000216  =   0.99997096
 MD2002!SPC MI S     -   0.99996880  x   1.00011470  =   1.00008349
 MD2002!UTM  16      -   0.99996880  x   1.00027141  =   1.00024020
 MD2002
 MD2002                          SUPERSEDED SURVEY CONTROL
 MD2002
 MD2002  ELLIP H (04/01/98)  198.98   (m)                       GP(       ) 4 1
 MD2002  NAD 83(1995)-  41 42 39.99011(N)    084 11 32.88162(W) AD(       ) 1
 MD2002  NAD 83(1986)-  41 42 39.99691(N)    084 11 32.89829(W) AD(       ) 1
 MD2002
 MD2002.Superseded values are not recommended for survey control.
 MD2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD2002.See file dsdata.txt to determine how the superseded data were derived.
 MD2002
 MD2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3357321511(NAD 83)
 MD2002_MARKER: DU = BOUNDARY MARKER
 MD2002_SETTING: 0 = UNSPECIFIED SETTING
 MD2002_MARK LOGO: OHMI  
 MD2002_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD2002+STABILITY: SURFACE MOTION
 MD2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD2002+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MD2002
 MD2002  HISTORY     - Date     Condition        Report By
 MD2002  HISTORY     - 1915     MONUMENTED       OHMI
 MD2002  HISTORY     - 19930709 GOOD             PLSO
 MD2002  HISTORY     - 20060215 GOOD             OH-151
 MD2002
 MD2002                          STATION DESCRIPTION
 MD2002
 MD2002'DESCRIBED BY LAND SURV OF OH 1993
 MD2002'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD2002'LOCATED ABOUT 32 MI (51.5 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MD2002'1.5 MI (2.4 KM) EAST-SOUTHEAST OF MORENCI, 6.5 MI (10.5 KM) WEST OF
 MD2002'LYONS, 23.79 FT (7.25 M) EAST OF A 0.5 INCH HOLLOW IRON PIN IN THE
 MD2002'CENTERLINE OF RICE HWY (FULTON COUNTY ROAD 17), AND 1.5 FT (0.5 M)
 MD2002'SOUTH OF A SIGN POST. IT IS A GRANITE POST, 0.67 FT (20.42 CM) BY 0.83
 MD2002'FT (25.30 CM) SQUARE, PROJECTING 2.2 FT (0.7 M) .  THE TOP IS MARKED
 MD2002'BY A DRILL HOLE IN A 0.33 FT (10.06 CM) LONG GROOVE. IT IS INSCRIBED
 MD2002'ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON
 MD2002'THE NORTH SIDE,--POST 30--ON THE WEST SIDE, AND--STATE LINE--ON THE
 MD2002'EAST SIDE. THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN,
 MD2002'PROVIDES THE FOLLOWING ADDITIONAL INFORMATION.  THE GRANITE MONUMENT
 MD2002'IS 5.5 FT (1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT
 MD2002'(0.6 M) SQUARE AND 1.0 FT (0.3 M) DEEP.
 MD2002'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 156 AND 120 IN MORENCI,
 MD2002'MI, GO EAST 1.3 MI (2.1 KM) ON HIGHWAY 120, TURN RIGHT AND GO 0.3 MI
 MD2002'(0.5 KM) SOUTH ON RICE ROAD TO THE STATION ON THE LEFT.
 MD2002
 MD2002                          STATION RECOVERY (2006)
 MD2002
 MD2002'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MD2002'FOUND IN GOOD CONDITION.  POST IS ON THE EAST EDGE OF A DITCH BANK.
 MD2002'SUBMITTED BY JOSEPH D. FENICLE, OHIO AND MICHIGAN PROFESSIONAL
 MD2002'SURVEYOR REPRESENTING THE OFFICE OF THE FULTON COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD2003 ***********************************************************************
 MD2003  DESIGNATION -  BOUNDARY POST 31 MI OH
 MD2003  PID         -  MD2003
 MD2003  STATE/COUNTY-  OH/FULTON
 MD2003  USGS QUAD   -  MORENCI (1977)
 MD2003
 MD2003                         *CURRENT SURVEY CONTROL
 MD2003  ___________________________________________________________________
 MD2003* NAD 83(1995)-  41 42 42.03455(N)    084 10 22.90625(W)     ADJUSTED  
 MD2003* NAVD 88     -       244.6    (meters)     802.     (feet)  GPS OBS   
 MD2003  ___________________________________________________________________
 MD2003  X           -     484,122.515 (meters)                     COMP
 MD2003  Y           -  -4,743,885.401 (meters)                     COMP
 MD2003  Z           -   4,221,891.137 (meters)                     COMP
 MD2003  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 MD2003  ELLIP HEIGHT-         210.07  (meters)          (10/07/05) GPS OBS
 MD2003  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 MD2003
 MD2003  HORZ ORDER  -  FIRST
 MD2003  ELLP ORDER  -  FOURTH    CLASS I
 MD2003
 MD2003.The horizontal coordinates were established by GPS observations
 MD2003.and adjusted by the National Geodetic Survey in April 1998..
 MD2003
 MD2003.The orthometric height was determined by GPS observations and a
 MD2003.high-resolution geoid model.
 MD2003
 MD2003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD2003
 MD2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD2003
 MD2003.The ellipsoidal height was determined by GPS observations
 MD2003.and is referenced to NAD 83.
 MD2003
 MD2003.The geoid height was determined by GEOID03.
 MD2003
 MD2003;                    North         East     Units Scale Factor Converg.
 MD2003;SPC OH N     -   228,432.547   460,772.498   MT  1.00000227   -1 05 56.8
 MD2003;SPC MI S     -    23,532.115 4,016,117.033   MT  1.00011450   +0 07 54.4
 MD2003;SPC MI S     -    77,205.10 13,176,236.98   iFT  1.00011450   +0 07 54.4
 MD2003;UTM  16      - 4,621,627.048   735,187.964   MT  1.00028073   +1 52 54.8
 MD2003
 MD2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD2003!SPC OH N     -   0.99996705  x   1.00000227  =   0.99996932
 MD2003!SPC MI S     -   0.99996705  x   1.00011450  =   1.00008155
 MD2003!UTM  16      -   0.99996705  x   1.00028073  =   1.00024777
 MD2003
 MD2003:                Primary Azimuth Mark                     Grid Az
 MD2003:SPC OH N     -  BOUNDARY POST 32 MI OH                   088 36 05.2
 MD2003:SPC MI S     -  BOUNDARY POST 32 MI OH                   087 22 14.0
 MD2003:UTM  16      -  BOUNDARY POST 32 MI OH                   085 37 13.6
 MD2003
 MD2003|---------------------------------------------------------------------|
 MD2003| PID    Reference Object                     Distance      Geod. Az  |
 MD2003|                                                           dddmmss.s |
 MD2003| MD2004 BOUNDARY POST 32 MI OH              APPROX. 1.2 KM 0873008.4 |
 MD2003|---------------------------------------------------------------------|
 MD2003
 MD2003                          SUPERSEDED SURVEY CONTROL
 MD2003
 MD2003  ELLIP H (04/01/98)  210.11   (m)                       GP(       ) 4 1
 MD2003  NAD 83(1995)-  41 42 42.03455(N)    084 10 22.90624(W) AD(       ) 1
 MD2003  NAD 83(1986)-  41 42 42.04137(N)    084 10 22.92291(W) AD(       ) 1
 MD2003
 MD2003.Superseded values are not recommended for survey control.
 MD2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD2003.See file dsdata.txt to determine how the superseded data were derived.
 MD2003
 MD2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3518821627(NAD 83)
 MD2003_MARKER: DU = BOUNDARY MARKER
 MD2003_SETTING: 0 = UNSPECIFIED SETTING
 MD2003_MARK LOGO: OHMI  
 MD2003_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD2003+STABILITY: SURFACE MOTION
 MD2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD2003+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MD2003
 MD2003  HISTORY     - Date     Condition        Report By
 MD2003  HISTORY     - 1915     MONUMENTED       OHMI
 MD2003  HISTORY     - 19930709 GOOD             PLSO
 MD2003  HISTORY     - 20060215 GOOD             OH-151
 MD2003
 MD2003                          STATION DESCRIPTION
 MD2003
 MD2003'DESCRIBED BY LAND SURV OF OH 1993
 MD2003'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD2003'LOCATED ABOUT 33 MI (53.1 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MD2003'2.5 MI (4.0 KM) EAST-SOUTHEAST OF MORENCI, 5.5 MI (8.9 KM) WEST OF
 MD2003'LYONS, 254 FT (77.4 M) NORTH OF STATE ROUTE 120 (MORENCI HWY), 24.5
 MD2003'FT (7.5 M) EAST OF CENTERLINE OF SENECA HWY (FULTON COUNTY ROAD 16),
 MD2003'AND 1.3 FT (0.4 M) SOUTH OF A SIGN POST. IT IS A GRANITE POST, 0.67
 MD2003'FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, PROJECTING 1.7 FT
 MD2003'(0.5 M) .  THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT (10.06 CM)
 MD2003'LONG GROOVE.  IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON
 MD2003'THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 31--ON THE WEST
 MD2003'SIDE, AND--STATE LINE--ON THE EAST SIDE. THE OHIO-MICHIGAN BOUNDARY
 MD2003'REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL
 MD2003'INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE
 MD2003'BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT
 MD2003'(0.3 M) DEEP.
 MD2003'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 156 AND 120 IN MORENCI,
 MD2003'MI, GO EAST 2.3 MI (3.7 KM) ON HIGHWAY 120, TURN LEFT AND GO 0.05 MI
 MD2003'(0.08 KM) NORTH ON COUNTY ROAD 16 TO THE STATION ON THE RIGHT.
 MD2003
 MD2003                          STATION RECOVERY (2006)
 MD2003
 MD2003'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MD2003'FOUND IN GOOD CONDITION.  PROTECTED BY A LENAWEE COUNTY SIGN.
 MD2003'SUBMITTED BY JOSEPH D. FENICLE, OHIO AND MICHIGAN PROFESSIONAL
 MD2003'SURVEYOR REPRESENTING THE OFFICE OF THE FULTON COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD2004 ***********************************************************************
 MD2004  DESIGNATION -  BOUNDARY POST 32 MI OH
 MD2004  PID         -  MD2004
 MD2004  STATE/COUNTY-  OH/FULTON
 MD2004  USGS QUAD   -  MORENCI (1977)
 MD2004
 MD2004                         *CURRENT SURVEY CONTROL
 MD2004  ___________________________________________________________________
 MD2004* NAD 83(1995)-  41 42 43.74925(N)    084 09 30.34228(W)     ADJUSTED  
 MD2004* NAVD 88     -       242.1    (meters)     794.     (feet)  GPS OBS   
 MD2004  ___________________________________________________________________
 MD2004  X           -     485,327.642 (meters)                     COMP
 MD2004  Y           -  -4,743,724.969 (meters)                     COMP
 MD2004  Z           -   4,221,928.939 (meters)                     COMP
 MD2004  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 MD2004  ELLIP HEIGHT-         207.53  (meters)          (10/07/05) GPS OBS
 MD2004  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 MD2004
 MD2004  HORZ ORDER  -  FIRST
 MD2004  ELLP ORDER  -  FOURTH    CLASS I
 MD2004
 MD2004.The horizontal coordinates were established by GPS observations
 MD2004.and adjusted by the National Geodetic Survey in April 1998..
 MD2004
 MD2004.The orthometric height was determined by GPS observations and a
 MD2004.high-resolution geoid model.
 MD2004
 MD2004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD2004
 MD2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD2004
 MD2004.The ellipsoidal height was determined by GPS observations
 MD2004.and is referenced to NAD 83.
 MD2004
 MD2004.The geoid height was determined by GEOID03.
 MD2004
 MD2004;                    North         East     Units Scale Factor Converg.
 MD2004;SPC OH N     -   228,462.232   461,988.443   MT  1.00000237   -1 05 22.2
 MD2004;SPC MI S     -    23,587.924 4,017,332.196   MT  1.00011433   +0 08 30.2
 MD2004;SPC MI S     -    77,388.20 13,180,223.74   iFT  1.00011433   +0 08 30.2
 MD2004;UTM  16      - 4,621,719.956   736,401.061   MT  1.00028777   +1 53 29.8
 MD2004
 MD2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD2004!SPC OH N     -   0.99996745  x   1.00000237  =   0.99996982
 MD2004!SPC MI S     -   0.99996745  x   1.00011433  =   1.00008178
 MD2004!UTM  16      -   0.99996745  x   1.00028777  =   1.00025521
 MD2004
 MD2004:                Primary Azimuth Mark                     Grid Az
 MD2004:SPC OH N     -  BOUNDARY POST 31 MI OH                   268 36 05.5
 MD2004:SPC MI S     -  BOUNDARY POST 31 MI OH                   267 22 13.1
 MD2004:UTM  16      -  BOUNDARY POST 31 MI OH                   265 37 13.5
 MD2004
 MD2004|---------------------------------------------------------------------|
 MD2004| PID    Reference Object                     Distance      Geod. Az  |
 MD2004|                                                           dddmmss.s |
 MD2004| MD2003 BOUNDARY POST 31 MI OH              APPROX. 1.2 KM 2673043.3 |
 MD2004|---------------------------------------------------------------------|
 MD2004
 MD2004                          SUPERSEDED SURVEY CONTROL
 MD2004
 MD2004  ELLIP H (04/01/98)  207.57   (m)                       GP(       ) 4 1
 MD2004  NAD 83(1995)-  41 42 43.74925(N)    084 09 30.34227(W) AD(       ) 1
 MD2004  NAD 83(1986)-  41 42 43.75607(N)    084 09 30.35893(W) AD(       ) 1
 MD2004
 MD2004.Superseded values are not recommended for survey control.
 MD2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD2004.See file dsdata.txt to determine how the superseded data were derived.
 MD2004
 MD2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3640121720(NAD 83)
 MD2004_MARKER: DU = BOUNDARY MARKER
 MD2004_SETTING: 0 = UNSPECIFIED SETTING
 MD2004_MARK LOGO: OHMI  
 MD2004_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD2004+STABILITY: SURFACE MOTION
 MD2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD2004+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MD2004
 MD2004  HISTORY     - Date     Condition        Report By
 MD2004  HISTORY     - 1915     MONUMENTED       OHMI
 MD2004  HISTORY     - 19930709 GOOD             PLSO
 MD2004  HISTORY     - 20060215 GOOD             OH-151
 MD2004
 MD2004                          STATION DESCRIPTION
 MD2004
 MD2004'DESCRIBED BY LAND SURV OF OH 1993
 MD2004'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD2004'LOCATED ABOUT 34 MI (54.7 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 3
 MD2004'MI (4.8 KM) EAST-SOUTHEAST OF MORENCI, 4.5 MI (7.2 KM) WEST-NORTHWEST
 MD2004'OF LYONS, AND 19.1 FT (5.8 M) EAST OF CENTERLINE OF GRAVEL SURFACE
 MD2004'FULTON COUNTY ROAD 15.1 (LENAWEE COUNTY CLEMENT HWY). IT IS A GRANITE
 MD2004'POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, PROJECTING 1.6
 MD2004'FT (0.5 M) .  THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT
 MD2004'(10.06 CM) LONG GROOVE.  IT IS INSCRIBED ON ALL FOUR SIDES AS
 MD2004'FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,
 MD2004'--POST 32--ON THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE
 MD2004'OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE
 MD2004'FOLLOWING ADDITIONAL INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT
 MD2004'(1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M)
 MD2004'SQUARE AND 1.0 FT (0.3 M) DEEP.
 MD2004'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 156 AND 120 IN MORENCI,
 MD2004'MI, GO EAST 3.1 MI (5.0 KM) ON HIGHWAY 120, TURN LEFT AND GO 0.3 MI
 MD2004'(0.5 KM) NORTH ON COUNTY ROAD 15.1 TO THE STATION ON THE RIGHT.
 MD2004
 MD2004                          STATION RECOVERY (2006)
 MD2004
 MD2004'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MD2004'FOUND IN GOOD CONDITION.  PROTECTED BY A LENAWEE COUNTY SIGN AND A
 MD2004'LARGE BOULDER.  SUBMITTED BY JOSEPH D. FENICLE, OHIO AND MICHIGAN
 MD2004'PROFESSIONAL SURVEYOR REPRESENTING THE OFFICE OF THE FULTON COUNTY
 MD2004'ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD2005 ***********************************************************************
 MD2005  DESIGNATION -  BOUNDARY POST 33 MI OH
 MD2005  PID         -  MD2005
 MD2005  STATE/COUNTY-  OH/FULTON
 MD2005  USGS QUAD   -  MORENCI (1977)
 MD2005
 MD2005                         *CURRENT SURVEY CONTROL
 MD2005  ___________________________________________________________________
 MD2005* NAD 83(1995)-  41 42 46.60169(N)    084 08 04.13066(W)     ADJUSTED  
 MD2005* NAVD 88     -       239.0    (meters)     784.     (feet)  GPS OBS   
 MD2005  ___________________________________________________________________
 MD2005  X           -     487,304.093 (meters)                     COMP
 MD2005  Y           -  -4,743,461.143 (meters)                     COMP
 MD2005  Z           -   4,221,992.566 (meters)                     COMP
 MD2005  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 MD2005  ELLIP HEIGHT-         204.42  (meters)          (10/07/05) GPS OBS
 MD2005  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 MD2005
 MD2005  HORZ ORDER  -  FIRST
 MD2005  ELLP ORDER  -  FOURTH    CLASS I
 MD2005
 MD2005.The horizontal coordinates were established by GPS observations
 MD2005.and adjusted by the National Geodetic Survey in April 1998..
 MD2005
 MD2005.The orthometric height was determined by GPS observations and a
 MD2005.high-resolution geoid model.
 MD2005
 MD2005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD2005
 MD2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD2005
 MD2005.The ellipsoidal height was determined by GPS observations
 MD2005.and is referenced to NAD 83.
 MD2005
 MD2005.The geoid height was determined by GEOID03.
 MD2005
 MD2005;                    North         East     Units Scale Factor Converg.
 MD2005;SPC OH N     -   228,512.599   463,982.741   MT  1.00000252   -1 04 25.6
 MD2005;SPC MI S     -    23,681.151 4,019,325.174   MT  1.00011405   +0 09 28.8
 MD2005;SPC MI S     -    77,694.06 13,186,762.38   iFT  1.00011405   +0 09 28.8
 MD2005;UTM  16      - 4,621,874.021   738,390.620   MT  1.00029939   +1 54 27.4
 MD2005
 MD2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD2005!SPC OH N     -   0.99996794  x   1.00000252  =   0.99997046
 MD2005!SPC MI S     -   0.99996794  x   1.00011405  =   1.00008198
 MD2005!UTM  16      -   0.99996794  x   1.00029939  =   1.00026732
 MD2005
 MD2005                          SUPERSEDED SURVEY CONTROL
 MD2005
 MD2005  ELLIP H (04/01/98)  204.46   (m)                       GP(       ) 4 1
 MD2005  NAD 83(1995)-  41 42 46.60167(N)    084 08 04.13061(W) AD(       ) 1
 MD2005  NAD 83(1986)-  41 42 46.60930(N)    084 08 04.14666(W) AD(       ) 1
 MD2005
 MD2005.Superseded values are not recommended for survey control.
 MD2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD2005.See file dsdata.txt to determine how the superseded data were derived.
 MD2005
 MD2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3839121874(NAD 83)
 MD2005_MARKER: DU = BOUNDARY MARKER
 MD2005_SETTING: 0 = UNSPECIFIED SETTING
 MD2005_MARK LOGO: OHMI  
 MD2005_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD2005+STABILITY: SURFACE MOTION
 MD2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD2005+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MD2005
 MD2005  HISTORY     - Date     Condition        Report By
 MD2005  HISTORY     - 1915     MONUMENTED       OHMI
 MD2005  HISTORY     - 19930709 GOOD             PLSO
 MD2005  HISTORY     - 20060215 POOR             OH-051
 MD2005
 MD2005                          STATION DESCRIPTION
 MD2005
 MD2005'DESCRIBED BY LAND SURV OF OH 1993
 MD2005'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD2005'LOCATED ABOUT 35 MI (56.3 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 4
 MD2005'MI (6.4 KM) EAST OF MORENCI, 3.5 MI (5.6 KM) WEST-NORTHWEST OF LYONS,
 MD2005'36.7 FT (11.2 M) EAST OF CENTERLINE OF FULTON COUNTY ROAD 14, 12.9
 MD2005'FT (3.9 M) NORTH OF FULTON COUNTY--U--ROAD, AND 0.8 FT (24.4 CM)
 MD2005'SOUTH OF A SIGN POST.  IT IS A GRANITE POST, 0.67 FT (20.42 CM) BY
 MD2005'0.83 FT (25.30 CM) SQUARE, PROJECTING 1.2 FT (0.4 M) .  THE TOP IS
 MD2005'MARKED BY A DRILL HOLE IN A 0.33 FT (10.06 CM) LONG GROOVE.  IT IS
 MD2005'INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE SOUTH SIDE,
 MD2005'--MICHIGAN--ON THE NORTH SIDE,--POST 33--ON THE WEST SIDE, AND--STATE
 MD2005'LINE--ON THE EAST SIDE. THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY
 MD2005'C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL INFORMATION.  THE
 MD2005'GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE BASE SET IN A BED OF
 MD2005'CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT (0.3 M) DEEP.
 MD2005'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 156 AND 120 IN MORENCI,
 MD2005'MI, GO EAST 4.4 MI (7.1 KM) ON HIGHWAY 120, TURN LEFT AND GO 0.3 MI
 MD2005'(0.5 KM) NORTH ON COUNTY ROAD 14 TO COUNTY ROAD--U--AND THE STATION
 MD2005'ON THE RIGHT.
 MD2005
 MD2005                          STATION RECOVERY (2006)
 MD2005
 MD2005'RECOVERY NOTE BY FULTON COUNTY OHIO 2006 (JDF)
 MD2005'THE TOP EIGHTEEN INCHES OF THIS MONUMENT HAD BEEN BROKE OFF DUE TO A
 MD2005'SNOW PLOW IN JANUARY OF 2006.
 MD2005'THE ORIGINAL MONUMENT, WHEN SET IN 1915 WAS ALMOST SIX FEET LONG,
 MD2005'THEREFORE, ALMOST FOUR FEET OF THE MONUMENT STILL EXISTS IN THE
 MD2005'GROUND.
 MD2005'THE MONUMENT HAS LOST IT'S FIRST ORDER POSITION, BUT WILL STILL ACT AS
 MD2005'A PROPERTY CONTROLLING CORNER FOR THE OHIO AND MICHIGAN STATE LINE.
 MD2005'THE TOP PORTION HAS BEEN SET BACK ON THE BROKEN PART AND REFERENCED
 MD2005'OFF, PERPETUATING THE ORIGINAL POSITION.  A MANHOLE CASTING WILL BE
 MD2005'SET AROUND THE BROKEN BOTTOM PORTION FOR FURTHER PROTECTION.
 MD2005'FOR MORE INFORMATION CONTACT THE OFFICE OF THE FULTON COUNTY ENGINEER.
 MD2005'SUBMITTED BY JOSEPH D. FENICLE, OHIO AND MICHIGAN P.S., OFFICE OF THE
 MD2005'FULTON COUNTY ENGINEER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD2006 ***********************************************************************
 MD2006  DESIGNATION -  BOUNDARY POST 35 MI OH
 MD2006  PID         -  MD2006
 MD2006  STATE/COUNTY-  OH/FULTON
 MD2006  USGS QUAD   -  LYONS (1977)
 MD2006
 MD2006                         *CURRENT SURVEY CONTROL
 MD2006  ___________________________________________________________________
 MD2006* NAD 83(1995)-  41 42 51.31850(N)    084 05 44.05421(W)     ADJUSTED  
 MD2006* NAVD 88     -       236.2    (meters)     775.     (feet)  GPS OBS   
 MD2006  ___________________________________________________________________
 MD2006  X           -     490,515.125 (meters)                     COMP
 MD2006  Y           -  -4,743,030.626 (meters)                     COMP
 MD2006  Z           -   4,222,099.257 (meters)                     COMP
 MD2006  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 MD2006  ELLIP HEIGHT-         201.50  (meters)          (10/07/05) GPS OBS
 MD2006  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 MD2006
 MD2006  HORZ ORDER  -  FIRST
 MD2006  ELLP ORDER  -  FOURTH    CLASS I
 MD2006
 MD2006.The horizontal coordinates were established by GPS observations
 MD2006.and adjusted by the National Geodetic Survey in April 1998..
 MD2006
 MD2006.The orthometric height was determined by GPS observations and a
 MD2006.high-resolution geoid model.
 MD2006
 MD2006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD2006
 MD2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD2006
 MD2006.The ellipsoidal height was determined by GPS observations
 MD2006.and is referenced to NAD 83.
 MD2006
 MD2006.The geoid height was determined by GEOID03.
 MD2006
 MD2006;                    North         East     Units Scale Factor Converg.
 MD2006;SPC OH N     -   228,598.138   467,223.037   MT  1.00000278   -1 02 53.6
 MD2006;SPC MI S     -    23,836.370 4,022,563.242   MT  1.00011359   +0 11 04.2
 MD2006;SPC MI S     -    78,203.31 13,197,385.96   iFT  1.00011359   +0 11 04.2
 MD2006;UTM  16      - 4,622,128.066   741,623.070   MT  1.00031849   +1 56 00.9
 MD2006
 MD2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD2006!SPC OH N     -   0.99996840  x   1.00000278  =   0.99997118
 MD2006!SPC MI S     -   0.99996840  x   1.00011359  =   1.00008198
 MD2006!UTM  16      -   0.99996840  x   1.00031849  =   1.00028688
 MD2006
 MD2006                          SUPERSEDED SURVEY CONTROL
 MD2006
 MD2006  ELLIP H (04/01/98)  201.53   (m)                       GP(       ) 4 1
 MD2006  NAD 83(1995)-  41 42 51.31848(N)    084 05 44.05416(W) AD(       ) 1
 MD2006  NAD 83(1986)-  41 42 51.32617(N)    084 05 44.07015(W) AD(       ) 1
 MD2006
 MD2006.Superseded values are not recommended for survey control.
 MD2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD2006.See file dsdata.txt to determine how the superseded data were derived.
 MD2006
 MD2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4162322128(NAD 83)
 MD2006_MARKER: DU = BOUNDARY MARKER
 MD2006_SETTING: 0 = UNSPECIFIED SETTING
 MD2006_MARK LOGO: OHMI  
 MD2006_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD2006+STABILITY: SURFACE MOTION
 MD2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD2006+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MD2006
 MD2006  HISTORY     - Date     Condition        Report By
 MD2006  HISTORY     - 1915     MONUMENTED       OHMI
 MD2006  HISTORY     - 19930709 GOOD             PLSO
 MD2006  HISTORY     - 20060215 GOOD             OH-151
 MD2006
 MD2006                          STATION DESCRIPTION
 MD2006
 MD2006'DESCRIBED BY LAND SURV OF OH 1993
 MD2006'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD2006'LOCATED ABOUT 37 MI (59.5 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 6
 MD2006'MI (9.7 KM) EAST OF MORENCI, 1.5 MI (2.4 KM) NORTHWEST OF LYONS, 300
 MD2006'FT (91.4 M) NORTH OF FULTON COUNTY ROAD U, 21.4 FT (6.5 M) EAST OF
 MD2006'THE CENTERLINE OF FULTON COUNTY ROAD 12 (SAND CREEK HWY), 12.0 FT
 MD2006'(3.7 M) NORTH OF A 3.0 FT (0.9 M) DIAMETER BURR OAK TREE, AND 2.6 FT
 MD2006'(0.8 M) EAST OF A SIGN POST. IT IS A GRANITE POST, 0.67 FT
 MD2006'(20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, PROJECTING 1.7 FT (0.5 M) .
 MD2006'THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT (10.06 CM) LONG
 MD2006'GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE
 MD2006'SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 35--ON THE WEST SIDE,
 MD2006'AND--STATE LINE--ON THE EAST SIDE. THE OHIO-MICHIGAN BOUNDARY REPORT,
 MD2006'1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL
 MD2006'INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE
 MD2006'BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT
 MD2006'(0.3 M) DEEP.
 MD2006'TO REACH FROM LYONS, GO WEST 1.25 MI (2.01 KM) ON HIGHWAY 120, TURN
 MD2006'RIGHT AND GO 1.05 MI (1.69 KM) NORTH ON COUNTY ROAD 12 TO THE STATION
 MD2006'ON THE RIGHT.
 MD2006
 MD2006                          STATION RECOVERY (2006)
 MD2006
 MD2006'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MD2006'FOUND IN GOOD CONDITION.  PROTECTED BY A LARGE TREE ON THE SOUTH SIDE.
 MD2006'SUBMITTED BY JOSEPH D. FENICLE, OHIO AND MICHIGAN PROFESSIONAL
 MD2006'SURVEYOR REPRESENTING THE OFFICE OF THE FULTON COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD2007 ***********************************************************************
 MD2007  DESIGNATION -  BOUNDARY POST 36 MI OH
 MD2007  PID         -  MD2007
 MD2007  STATE/COUNTY-  OH/FULTON
 MD2007  USGS QUAD   -  LYONS (1977)
 MD2007
 MD2007                         *CURRENT SURVEY CONTROL
 MD2007  ___________________________________________________________________
 MD2007* NAD 83(1995)-  41 42 53.43249(N)    084 04 34.36101(W)     ADJUSTED  
 MD2007* NAVD 88     -       235.2    (meters)     772.     (feet)  GPS OBS   
 MD2007  ___________________________________________________________________
 MD2007  X           -     492,113.118 (meters)                     COMP
 MD2007  Y           -  -4,742,820.626 (meters)                     COMP
 MD2007  Z           -   4,222,147.206 (meters)                     COMP
 MD2007  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 MD2007  ELLIP HEIGHT-         200.39  (meters)          (10/07/05) GPS OBS
 MD2007  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 MD2007
 MD2007  HORZ ORDER  -  FIRST
 MD2007  ELLP ORDER  -  FOURTH    CLASS I
 MD2007
 MD2007.The horizontal coordinates were established by GPS observations
 MD2007.and adjusted by the National Geodetic Survey in April 1998..
 MD2007
 MD2007.The orthometric height was determined by GPS observations and a
 MD2007.high-resolution geoid model.
 MD2007
 MD2007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD2007
 MD2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD2007
 MD2007.The ellipsoidal height was determined by GPS observations
 MD2007.and is referenced to NAD 83.
 MD2007
 MD2007.The geoid height was determined by GEOID03.
 MD2007
 MD2007;                    North         East     Units Scale Factor Converg.
 MD2007;SPC OH N     -   228,634.055   468,835.036   MT  1.00000290   -1 02 07.8
 MD2007;SPC MI S     -    23,906.971 4,024,174.273   MT  1.00011339   +0 11 51.6
 MD2007;SPC MI S     -    78,434.94 13,202,671.50   iFT  1.00011339   +0 11 51.6
 MD2007;UTM  16      - 4,622,247.830   743,231.533   MT  1.00032809   +1 56 47.4
 MD2007;UTM  17      - 4,622,690.080   244,086.959   MT  1.00040600   -2 02 53.1
 MD2007
 MD2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD2007!SPC OH N     -   0.99996857  x   1.00000290  =   0.99997147
 MD2007!SPC MI S     -   0.99996857  x   1.00011339  =   1.00008196
 MD2007!UTM  16      -   0.99996857  x   1.00032809  =   1.00029665
 MD2007!UTM  17      -   0.99996857  x   1.00040600  =   1.00037456
 MD2007
 MD2007                          SUPERSEDED SURVEY CONTROL
 MD2007
 MD2007  ELLIP H (04/01/98)  200.42   (m)                       GP(       ) 4 1
 MD2007  NAD 83(1995)-  41 42 53.43247(N)    084 04 34.36096(W) AD(       ) 1
 MD2007  NAD 83(1986)-  41 42 53.44028(N)    084 04 34.37680(W) AD(       ) 1
 MD2007
 MD2007.Superseded values are not recommended for survey control.
 MD2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD2007.See file dsdata.txt to determine how the superseded data were derived.
 MD2007
 MD2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4323222248(NAD 83)
 MD2007_MARKER: DU = BOUNDARY MARKER
 MD2007_SETTING: 0 = UNSPECIFIED SETTING
 MD2007_MARK LOGO: OHMI  
 MD2007_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD2007+STABILITY: SURFACE MOTION
 MD2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD2007+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MD2007
 MD2007  HISTORY     - Date     Condition        Report By
 MD2007  HISTORY     - 1915     MONUMENTED       OHMI
 MD2007  HISTORY     - 19930709 GOOD             PLSO
 MD2007
 MD2007                          STATION DESCRIPTION
 MD2007
 MD2007'DESCRIBED BY LAND SURV OF OH 1993
 MD2007'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD2007'LOCATED ABOUT 38 MI (61.2 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MD2007'1.0 MI (1.6 KM) NORTH-NORTHWEST OF LYONS, 384 FT (117.0 M) NORTH OF
 MD2007'FULTON COUNTY ROAD U, 0.25 MI (0.40 KM) WEST OF FULTON COUNTY ROAD
 MD2007'10.3, AT THE NORTHWEST CORNER OF A PRIVATE BACK YARD WITH SWIMMING
 MD2007'POND, 28.5 FT (8.7 M) SOUTH OF A 1.2 FT (0.4 M) DIAMETER TWIN TRUNK
 MD2007'TREE, AND 24.6 FT (7.5 M) WEST OF ANOTHER 1.2 FT (0.4 M) DIAMETER
 MD2007'TWIN TRUNK TREE.  IT IS A GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT
 MD2007'(25.30 CM) SQUARE, PROJECTING 1.5 FT (0.5 M) .  THE TOP IS MARKED BY
 MD2007'A DRILL HOLE IN A 0.33 FT (10.06 CM) LONG GROOVE. IT IS INSCRIBED ON
 MD2007'ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON
 MD2007'THE NORTH SIDE,--POST 36--ON THE WEST SIDE, AND--STATE LINE--ON THE
 MD2007'EAST SIDE. THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN,
 MD2007'PROVIDES THE FOLLOWING ADDITIONAL INFORMATION.  THE GRANITE MONUMENT
 MD2007'IS 5.5 FT (1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT
 MD2007'(0.6 M) SQUARE AND 1.0 FT (0.3 M) DEEP.
 MD2007'TO REACH FROM LYONS, GO NORTH 1.0 MI (1.6 KM) ON COUNTY ROAD 10.3,
 MD2007'TURN LEFT AND GO WEST 0.25 MI (0.40 KM) ON COUNTY ROAD U TO THE
 MD2007'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD2008 ***********************************************************************
 MD2008  DESIGNATION -  BOUNDARY POST 37 MI OH
 MD2008  PID         -  MD2008
 MD2008  STATE/COUNTY-  OH/FULTON
 MD2008  USGS QUAD   -  LYONS (1977)
 MD2008
 MD2008                         *CURRENT SURVEY CONTROL
 MD2008  ___________________________________________________________________
 MD2008* NAD 83(1995)-  41 42 56.13721(N)    084 03 24.14320(W)     ADJUSTED  
 MD2008* NAVD 88     -       230.4    (meters)     756.     (feet)  GPS OBS   
 MD2008  ___________________________________________________________________
 MD2008  X           -     493,721.546 (meters)                     COMP
 MD2008  Y           -  -4,742,594.028 (meters)                     COMP
 MD2008  Z           -   4,222,206.303 (meters)                     COMP
 MD2008  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 MD2008  ELLIP HEIGHT-         195.59  (meters)          (10/07/05) GPS OBS
 MD2008  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 MD2008
 MD2008  HORZ ORDER  -  FIRST
 MD2008  ELLP ORDER  -  FOURTH    CLASS I
 MD2008
 MD2008.The horizontal coordinates were established by GPS observations
 MD2008.and adjusted by the National Geodetic Survey in April 1998..
 MD2008
 MD2008.The orthometric height was determined by GPS observations and a
 MD2008.high-resolution geoid model.
 MD2008
 MD2008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD2008
 MD2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD2008
 MD2008.The ellipsoidal height was determined by GPS observations
 MD2008.and is referenced to NAD 83.
 MD2008
 MD2008.The geoid height was determined by GEOID03.
 MD2008
 MD2008;                    North         East     Units Scale Factor Converg.
 MD2008;SPC OH N     -   228,688.336   470,459.463   MT  1.00000304   -1 01 21.6
 MD2008;SPC MI S     -    23,996.215 4,025,797.333   MT  1.00011312   +0 12 39.4
 MD2008;SPC MI S     -    78,727.74 13,207,996.50   iFT  1.00011312   +0 12 39.4
 MD2008;UTM  16      - 4,622,386.592   744,851.471   MT  1.00033782   +1 57 34.3
 MD2008;UTM  17      - 4,622,715.657   245,712.737   MT  1.00039579   -2 02 06.4
 MD2008
 MD2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD2008!SPC OH N     -   0.99996932  x   1.00000304  =   0.99997236
 MD2008!SPC MI S     -   0.99996932  x   1.00011312  =   1.00008244
 MD2008!UTM  16      -   0.99996932  x   1.00033782  =   1.00030713
 MD2008!UTM  17      -   0.99996932  x   1.00039579  =   1.00036510
 MD2008
 MD2008                          SUPERSEDED SURVEY CONTROL
 MD2008
 MD2008  ELLIP H (04/01/98)  195.62   (m)                       GP(       ) 4 1
 MD2008  NAD 83(1995)-  41 42 56.13719(N)    084 03 24.14315(W) AD(       ) 1
 MD2008  NAD 83(1986)-  41 42 56.14520(N)    084 03 24.15885(W) AD(       ) 1
 MD2008
 MD2008.Superseded values are not recommended for survey control.
 MD2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD2008.See file dsdata.txt to determine how the superseded data were derived.
 MD2008
 MD2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4485122387(NAD 83)
 MD2008_MARKER: DU = BOUNDARY MARKER
 MD2008_SETTING: 0 = UNSPECIFIED SETTING
 MD2008_MARK LOGO: OHMI  
 MD2008_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD2008+STABILITY: SURFACE MOTION
 MD2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD2008+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MD2008
 MD2008  HISTORY     - Date     Condition        Report By
 MD2008  HISTORY     - 1915     MONUMENTED       OHMI
 MD2008  HISTORY     - 19930709 GOOD             PLSO
 MD2008  HISTORY     - 20060215 GOOD             OH-151
 MD2008
 MD2008                          STATION DESCRIPTION
 MD2008
 MD2008'DESCRIBED BY LAND SURV OF OH 1993
 MD2008'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD2008'LOCATED ABOUT 39 MI (62.8 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MD2008'1.5 MI (2.4 KM) NORTHEAST OF LYONS, 450 FT (137.2 M) NORTH OF FULTON
 MD2008'COUNTY ROAD U, 18.5 FT (5.6 M) EAST OF THE CENTERLINE OF FULTON
 MD2008'COUNTY ROAD 10 (MORSE HWY), 53.6 FT (16.3 M) EAST AND ACROSS ROAD
 MD2008'FROM A POWER POLE, 14.7 FT (4.5 M) NORTH OF A POWER POLE, AND 1.6 FT
 MD2008'(0.5 M) SOUTH OF A--LENAWEE COUNTY--SIGN.  IT IS A GRANITE POST, 0.67
 MD2008'FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, PROJECTING 1.3 FT
 MD2008'(0.4 M) . THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT (10.06 CM)
 MD2008'LONG GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON
 MD2008'THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 37--ON THE WEST
 MD2008'SIDE, AND--STATE LINE--ON THE EAST SIDE. THE OHIO-MICHIGAN BOUNDARY
 MD2008'REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL
 MD2008'INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE
 MD2008'BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT
 MD2008'(0.3 M) DEEP.
 MD2008'TO REACH FROM LYONS, GO EAST 0.75 MI (1.21 KM) ON STATE ROUTE 120,
 MD2008'TURN LEFT AND GO 1.1 MI (1.8 KM) NORTH ON COUNTY ROAD 10 TO THE
 MD2008'STATION ON THE RIGHT.
 MD2008
 MD2008                          STATION RECOVERY (2006)
 MD2008
 MD2008'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MD2008'FOUND IN GOOD CONDITION.  PROTECTED BY A LENAWEE COUNTY SIGN.
 MD2008'SUBMITTED BY JOSEPH D. FENICLE, OHIO AND MICHIGAN PROFESSIONAL
 MD2008'SURVEYOR REPRESENTING THE OFFICE OF THE FULTON COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD2009 ***********************************************************************
 MD2009  DESIGNATION -  BOUNDARY POST 38A MI OH
 MD2009  PID         -  MD2009
 MD2009  STATE/COUNTY-  OH/FULTON
 MD2009  USGS QUAD   -  LYONS (1977)
 MD2009
 MD2009                         *CURRENT SURVEY CONTROL
 MD2009  ___________________________________________________________________
 MD2009* NAD 83(1995)-  41 42 58.10293(N)    084 02 15.20257(W)     ADJUSTED  
 MD2009* NAVD 88     -       229.2    (meters)     752.     (feet)  GPS OBS   
 MD2009  ___________________________________________________________________
 MD2009  X           -     495,302.367 (meters)                     COMP
 MD2009  Y           -  -4,742,387.707 (meters)                     COMP
 MD2009  Z           -   4,222,250.770 (meters)                     COMP
 MD2009  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 MD2009  ELLIP HEIGHT-         194.38  (meters)          (10/07/05) GPS OBS
 MD2009  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 MD2009
 MD2009  HORZ ORDER  -  FIRST
 MD2009  ELLP ORDER  -  FOURTH    CLASS I
 MD2009
 MD2009.The horizontal coordinates were established by GPS observations
 MD2009.and adjusted by the National Geodetic Survey in April 1998..
 MD2009
 MD2009.The orthometric height was determined by GPS observations and a
 MD2009.high-resolution geoid model.
 MD2009
 MD2009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD2009
 MD2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD2009
 MD2009.The ellipsoidal height was determined by GPS observations
 MD2009.and is referenced to NAD 83.
 MD2009
 MD2009.The geoid height was determined by GEOID03.
 MD2009
 MD2009;                    North         East     Units Scale Factor Converg.
 MD2009;SPC OH N     -   228,720.704   472,053.938   MT  1.00000315   -1 00 36.4
 MD2009;UTM  16      - 4,622,501.913   746,442.642   MT  1.00034744   +1 58 20.4
 MD2009;UTM  17      - 4,622,719.851   247,308.154   MT  1.00038583   -2 01 20.6
 MD2009
 MD2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD2009!SPC OH N     -   0.99996951  x   1.00000315  =   0.99997266
 MD2009!UTM  16      -   0.99996951  x   1.00034744  =   1.00031694
 MD2009!UTM  17      -   0.99996951  x   1.00038583  =   1.00035533
 MD2009
 MD2009                          SUPERSEDED SURVEY CONTROL
 MD2009
 MD2009  ELLIP H (04/01/98)  194.42   (m)                       GP(       ) 4 1
 MD2009  NAD 83(1995)-  41 42 58.10290(N)    084 02 15.20250(W) AD(       ) 1
 MD2009  NAD 83(1986)-  41 42 58.11110(N)    084 02 15.21808(W) AD(       ) 1
 MD2009
 MD2009.Superseded values are not recommended for survey control.
 MD2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD2009.See file dsdata.txt to determine how the superseded data were derived.
 MD2009
 MD2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4644322502(NAD 83)
 MD2009_MARKER: DU = BOUNDARY MARKER
 MD2009_SETTING: 0 = UNSPECIFIED SETTING
 MD2009_MARK LOGO: OHMI  
 MD2009_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD2009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD2009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD2009+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MD2009
 MD2009  HISTORY     - Date     Condition        Report By
 MD2009  HISTORY     - 1915     MONUMENTED       OHMI
 MD2009  HISTORY     - 19930709 GOOD             PLSO
 MD2009  HISTORY     - 20060215 POOR             OH-051
 MD2009  HISTORY     - 20060215 POOR             OH-151
 MD2009
 MD2009                          STATION DESCRIPTION
 MD2009
 MD2009'DESCRIBED BY LAND SURV OF OH 1993
 MD2009'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, ORIGINALLY SET IN
 MD2009'1915, IT HAS APPARENTLY BEEN RESET BY THE STATE OF MICHIGAN DURING
 MD2009'IMPROVEMENT OF STATE HIGHWAY 52.  IT IS ON THE OPPOSITE SIDE OF THE
 MD2009'ROAD FROM THE ORIGINAL DESCRIPTION.
 MD2009'IT IS LOCATED ABOUT 40 MI (64.4 KM) EAST OF THE NORTHWEST CORNER OF
 MD2009'OHIO, 2.0 MI (3.2 KM) NORTHEAST OF LYONS, 650 FT (198.1 M) NORTH OF
 MD2009'FULTON COUNTY ROAD U, 49.72 FT (15.15 M) WEST OF A MICHIGAN
 MD2009'CENTERLINE MONUMENT IN MICHIGAN STATE ROUTE 52 (OHIO STATE ROUTE 109)
 MD2009', 124.70 FT (38.01 M) WEST OF A RIGHT OF WAY (R/W) MONUMENT, 25.35 FT
 MD2009'(7.73 M) EAST OF ANOTHER R/W MONUMENT.  IT IS A GRANITE POST, 0.67 FT
 MD2009'(20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, PROJECTING 1.8 FT (0.5 M) .
 MD2009'THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT (10.06 CM) LONG
 MD2009'GROOVE.  IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE
 MD2009'SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 38--ON THE WEST SIDE,
 MD2009'AND--STATE LINE--ON THE EAST SIDE. THE OHIO-MICHIGAN BOUNDARY REPORT,
 MD2009'1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL
 MD2009'INFORMATION. THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE
 MD2009'BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT
 MD2009'(0.3 M) DEEP.
 MD2009'TO REACH FROM LYONS, GO EAST 1.75 MI (2.82 KM) ON STATE ROUTE 120,
 MD2009'TURN LEFT AND GO NORTH 1.1 MI (1.8 KM) ON STATE ROUTE 109 TO THE
 MD2009'STATION ON THE LEFT.
 MD2009
 MD2009                          STATION RECOVERY (2006)
 MD2009
 MD2009'RECOVERY NOTE BY FULTON COUNTY OHIO 2006 (JDF)
 MD2009'THE TOP TWO TO THREE FEET OF THIS MONUMENT HAD BEEN BROKE OFF DUE TO A
 MD2009'TRACTOR ACCIDENT.
 MD2009'THE ORIGINAL MONUMENT WAS ALMOST SIX FEET LONG, THEREFORE, TWO TO
 MD2009'THREE FEET OF THE MONUMENT STILL EXISTS IN THE GROUND.
 MD2009'THE MONUMENT HAS LOST IT'S FIRST ORDER POSITION, BUT WILL STILL ACT AS
 MD2009'A PROPERTY CONTROLLING CORNER FOR THE OHIO AND MICHIGAN STATE LINE.
 MD2009'THE TOP PORTION WILL BE SET BACK ON THE BROKEN PART AND REFERENCED
 MD2009'OFF, PERPETUATING THE ORIGINAL POSITION.
 MD2009'FOR MORE INFORMATION CONTACT THE OFFICE OF THE FULTON COUNTY ENGINEER.
 MD2009'SUBMITTED BY JOSEPH D. FENICLE, OHIO AND MICHIGAN P.S., OFFICE OF THE
 MD2009'FULTON COUNTY ENGINEER
 MD2009
 MD2009                          STATION RECOVERY (2006)
 MD2009
 MD2009'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MD2009'BOUNDARY POST HAS BEEN BROKEN OFF APPROX. THREE FEET DOWN.  THE
 MD2009'BOUNDARY POST SITS AT A SLIGHT ANGLE UNTIL IT CAN REPAIRED TO
 MD2009'PERPETUATE ITS POSITION AS A PROPERTY CONTROLLING CORNER.  THE POST IS
 MD2009'PROTECTED BY A STEEL FENCE POST AND A CARSONITE POST.  SUBMITTED BY
 MD2009'JOSEPH D. FENICLE, OHIO AND MICHIGAN PROFESSIONAL SURVEYOR
 MD2009'REPRESENTING THE OFFICE OF THE FULTON COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD2010 ***********************************************************************
 MD2010  DESIGNATION -  BOUNDARY POST 39 MI OH
 MD2010  PID         -  MD2010
 MD2010  STATE/COUNTY-  OH/FULTON
 MD2010  USGS QUAD   -  LYONS (1977)
 MD2010
 MD2010                         *CURRENT SURVEY CONTROL
 MD2010  ___________________________________________________________________
 MD2010* NAD 83(1995)-  41 43 00.05277(N)    084 01 04.36000(W)     ADJUSTED  
 MD2010* NAVD 88     -       227.6    (meters)     747.     (feet)  GPS OBS   
 MD2010  ___________________________________________________________________
 MD2010  X           -     496,926.828 (meters)                     COMP
 MD2010  Y           -  -4,742,176.245 (meters)                     COMP
 MD2010  Z           -   4,222,294.550 (meters)                     COMP
 MD2010  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 MD2010  ELLIP HEIGHT-         192.69  (meters)          (10/07/05) GPS OBS
 MD2010  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 MD2010
 MD2010  HORZ ORDER  -  FIRST
 MD2010  ELLP ORDER  -  FOURTH    CLASS I
 MD2010
 MD2010.The horizontal coordinates were established by GPS observations
 MD2010.and adjusted by the National Geodetic Survey in April 1998..
 MD2010
 MD2010.The orthometric height was determined by GPS observations and a
 MD2010.high-resolution geoid model.
 MD2010
 MD2010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD2010
 MD2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD2010
 MD2010.The ellipsoidal height was determined by GPS observations
 MD2010.and is referenced to NAD 83.
 MD2010
 MD2010.The geoid height was determined by GEOID03.
 MD2010
 MD2010;                    North         East     Units Scale Factor Converg.
 MD2010;SPC OH N     -   228,752.168   473,692.343   MT  1.00000326   -0 59 49.8
 MD2010;UTM  16      - 4,622,618.623   748,077.761   MT  1.00035739   +1 59 07.6
 MD2010;UTM  17      - 4,622,722.368   248,947.477   MT  1.00037567   -2 00 33.4
 MD2010
 MD2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD2010!SPC OH N     -   0.99996978  x   1.00000326  =   0.99997304
 MD2010!UTM  16      -   0.99996978  x   1.00035739  =   1.00032716
 MD2010!UTM  17      -   0.99996978  x   1.00037567  =   1.00034544
 MD2010
 MD2010                          SUPERSEDED SURVEY CONTROL
 MD2010
 MD2010  ELLIP H (04/01/98)  192.74   (m)                       GP(       ) 4 1
 MD2010  NAD 83(1995)-  41 43 00.05273(N)    084 01 04.35992(W) AD(       ) 1
 MD2010  NAD 83(1986)-  41 43 00.06115(N)    084 01 04.37525(W) AD(       ) 1
 MD2010
 MD2010.Superseded values are not recommended for survey control.
 MD2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD2010.See file dsdata.txt to determine how the superseded data were derived.
 MD2010
 MD2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4807822619(NAD 83)
 MD2010_MARKER: DU = BOUNDARY MARKER
 MD2010_SETTING: 0 = UNSPECIFIED SETTING
 MD2010_MARK LOGO: OHMI  
 MD2010_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD2010+STABILITY: SURFACE MOTION
 MD2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD2010+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MD2010
 MD2010  HISTORY     - Date     Condition        Report By
 MD2010  HISTORY     - 1915     MONUMENTED       OHMI
 MD2010  HISTORY     - 19930709 GOOD             PLSO
 MD2010  HISTORY     - 20060215 GOOD             OH-151
 MD2010
 MD2010                          STATION DESCRIPTION
 MD2010
 MD2010'DESCRIBED BY LAND SURV OF OH 1993
 MD2010'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD2010'LOCATED ABOUT 41 MI (66.0 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 3
 MD2010'MI (4.8 KM) EAST-NORTHEAST OF LYONS, 5.5 MI (8.9 KM) WEST OF
 MD2010'METAMORA, 750 FT (228.6 M) NORTH OF FULTON COUNTY ROAD U, 24.7 FT
 MD2010'(7.5 M) EAST OF THE CENTER OF FULTON COUNTY ROAD 8 (ARNOLD HWY), AND
 MD2010'4.5 FT (1.4 M) EAST OF A--LENAWEE COUNTY--SIGNPOST.  IT IS A GRANITE
 MD2010'POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, PROJECTING 1.5
 MD2010'FT (0.5 M) . THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT
 MD2010'(10.06 CM) LONG GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,
 MD2010'--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 39--ON
 MD2010'THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE OHIO-MICHIGAN
 MD2010'BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING
 MD2010'ADDITIONAL INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG
 MD2010'WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0
 MD2010'FT (0.3 M) DEEP.
 MD2010'TO REACH FROM LYONS, GO NORTH 1.0 MI (1.6 KM) ON COUNTY ROAD 10.3,
 MD2010'TURN RIGHT AND GO 2.8 MI (4.5 KM) EAST ON COUNTY ROAD U, TURN LEFT
 MD2010'AND GO 0.15 MI (0.24 KM) NORTH ON COUNTY ROAD 8 TO THE STATION ON THE
 MD2010'RIGHT.
 MD2010
 MD2010                          STATION RECOVERY (2006)
 MD2010
 MD2010'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MD2010'FOUND IN GOOD CONDITION.  WOODEN GUARD POSTS WERE INSTALLED TWO FEET
 MD2010'NORTH AND SOUTH OF BOUNDARY POST FOR PROTECTION.  SUBMITTED BY JOSEPH
 MD2010'D. FENICLE, OHIO AND MICHIGAN PROFESSIONAL SURVEYOR REPRESENTING THE
 MD2010'OFFICE OF THE FULTON COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1525 ***********************************************************************
 MC1525  DESIGNATION -  BOUNDARY POST 40 MI OH
 MC1525  PID         -  MC1525
 MC1525  STATE/COUNTY-  OH/FULTON
 MC1525  USGS QUAD   -  ASSUMPTION (1987)
 MC1525
 MC1525                         *CURRENT SURVEY CONTROL
 MC1525  ___________________________________________________________________
 MC1525* NAD 83(1995)-  41 43 00.59066(N)    083 59 54.97884(W)     ADJUSTED  
 MC1525* NAVD 88     -       226.0    (meters)     741.     (feet)  GPS OBS   
 MC1525  ___________________________________________________________________
 MC1525  X           -     498,520.630 (meters)                     COMP
 MC1525  Y           -  -4,741,996.529 (meters)                     COMP
 MC1525  Z           -   4,222,305.760 (meters)                     COMP
 MC1525  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 MC1525  ELLIP HEIGHT-         190.92  (meters)          (10/07/05) GPS OBS
 MC1525  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 MC1525
 MC1525  HORZ ORDER  -  FIRST
 MC1525  ELLP ORDER  -  FOURTH    CLASS I
 MC1525
 MC1525.The horizontal coordinates were established by classical geodetic methods
 MC1525.and adjusted by the National Geodetic Survey in April 1998..
 MC1525
 MC1525.The orthometric height was determined by GPS observations and a
 MC1525.high-resolution geoid model.
 MC1525
 MC1525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1525
 MC1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1525
 MC1525.The ellipsoidal height was determined by GPS observations
 MC1525.and is referenced to NAD 83.
 MC1525
 MC1525.The geoid height was determined by GEOID03.
 MC1525
 MC1525;                    North         East     Units Scale Factor Converg.
 MC1525;SPC OH N     -   228,741.027   475,296.201   MT  1.00000329   -0 59 04.2
 MC1525;UTM  17      - 4,622,682.886   250,551.478   MT  1.00036579   -1 59 47.2
 MC1525;UTM  16      - 4,622,690.980   749,680.602   MT  1.00036721   +1 59 53.9
 MC1525
 MC1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1525!SPC OH N     -   0.99997006  x   1.00000329  =   0.99997335
 MC1525!UTM  17      -   0.99997006  x   1.00036579  =   1.00033583
 MC1525!UTM  16      -   0.99997006  x   1.00036721  =   1.00033725
 MC1525
 MC1525:                Primary Azimuth Mark                     Grid Az
 MC1525:SPC OH N     -  METAMORA MUNICIPAL TANK                  096 30 03.3
 MC1525:UTM  17      -  METAMORA MUNICIPAL TANK                  097 30 46.3
 MC1525:UTM  16      -  METAMORA MUNICIPAL TANK                  093 31 05.2
 MC1525
 MC1525|---------------------------------------------------------------------|
 MC1525| PID    Reference Object                     Distance      Geod. Az  |
 MC1525|                                                           dddmmss.s |
 MC1525| MC1524 METAMORA MUNICIPAL TANK             APPROX. 7.3 KM 0953059.1 |
 MC1525| CF3012 BOUNDARY POST 40 AZ MK                             1443505.2 |
 MC1525| CF3014 BOUNDARY POST 40 RM 2                33.659 METERS 17902     |
 MC1525| CF3013 BOUNDARY POST 40 RM 1                25.776 METERS 35843     |
 MC1525|---------------------------------------------------------------------|
 MC1525
 MC1525                          SUPERSEDED SURVEY CONTROL
 MC1525
 MC1525  ELLIP H (04/01/98)  190.96   (m)                       GP(       ) 4 1
 MC1525  NAD 83(1995)-  41 43 00.59061(N)    083 59 54.97874(W) AD(       ) 1
 MC1525  NAD 83(1986)-  41 43 00.59951(N)    083 59 54.99377(W) AD(       ) 1
 MC1525  NAD 27      -  41 43 00.41400(N)    083 59 55.19200(W) AD(       ) 1
 MC1525
 MC1525.Superseded values are not recommended for survey control.
 MC1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1525.See file dsdata.txt to determine how the superseded data were derived.
 MC1525
 MC1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5055122683(NAD 83)
 MC1525_MARKER: DU = BOUNDARY MARKER
 MC1525_SETTING: 66 = SET IN ROCK OUTCROP
 MC1525_STAMPING: BOUNDARY POST 40 MI OH
 MC1525_MARK LOGO: CGS   
 MC1525_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC1525+STABILITY: POSITION/ELEVATION WELL
 MC1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1525+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MC1525
 MC1525  HISTORY     - Date     Condition        Report By
 MC1525  HISTORY     - 1943     MONUMENTED       CGS
 MC1525  HISTORY     - 1943     GOOD             CGS
 MC1525  HISTORY     - 1980     GOOD             MIDH
 MC1525  HISTORY     - 1984     GOOD             USPSQD
 MC1525  HISTORY     - 19930709 GOOD             PLSO
 MC1525  HISTORY     - 19960130 GOOD             WOOLPT
 MC1525  HISTORY     - 20060215 GOOD             OH-151
 MC1525
 MC1525                          STATION DESCRIPTION
 MC1525
 MC1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1525'ABOUT 12.1 MILES N BY ROAD FROM DELTA, OHIO AND 5.75 MILES W OF
 MC1525'METAMORA.  IT IS
 MC1525'1.0 MILE W AND 0.4 MILE N OF AN ELEVATOR AND STORE
 MC1525'AT WHITEVILLE.  THE MARK IS ON THE
 MC1525'E SIDE OF A N-S ROAD AND 0.4
 MC1525'MILE N OF OHIO ROUTE 120.  IT IS OPPOSITE THE
 MC1525'FARMHOUSE OF CHARLES
 MC1525'C. HODGES.  THE MARK IS A GRANITE POST WHICH MARKS THE STATE
 MC1525'LINE.  THE POST
 MC1525'IS 6-1/2- BY 9-1/2 INCHES SQUARE AND PROJECTS ABOUT 18
 MC1525'INCHES ABOVE THE SURFACE OF
 MC1525'THE GROUND.  THE POST IS MARKED ON THE
 MC1525'N SIDE MICHIGAN, ON THE S SIDE OHIO, ON THE E
 MC1525'SIDE STATE LINE,
 MC1525'AND ON THE W SIDE POST NO 40.  ON THE TOP CENTER IS AN E-W
 MC1525'GROOVE ABOUT
 MC1525'4 INCHES LONG.  IN THIS GROOVE A DRILL HOLE WAS MADE
 MC1525'TO MARK THE POSITION OF THE
 MC1525'STATION.
 MC1525'
 MC1525'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE.
 MC1525'
 MC1525'REFERENCE MARK 1 IS 84.57 FEET N OF THE STATION.  IT IS 24
 MC1525'FEET E OF THE
 MC1525'CENTER LINE OF THE N-S GRAVEL ROAD AND 1 FOOT W OF
 MC1525'THE N-S FENCELINE.  THE DISK IS
 MC1525'STAMPED POST 40 NO 1 1943.
 MC1525'
 MC1525'REFERENCE MARK 2 IS 110.43 FEET S OF THE STATION.  IT IS 24
 MC1525'FEET E OF THE
 MC1525'CENTER LINE OF THE MACADAM ROAD AND 1 FOOT W OF THE
 MC1525'N-S FENCELINE.  THE DISK IS
 MC1525'STAMPED POST 40 NO 2 1943.
 MC1525'
 MC1525'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SE OF THE STATION.
 MC1525'IT IS 23.6 FEET S
 MC1525'OF OHIO ROUTE 120, 4 FEET W OF A STANDARD REFERENCE
 MC1525'POST AND 1.6 FEET N OF THE S
 MC1525'RIGHT-OF-WAY FENCE.  THE DISK
 MC1525'IS STAMPED POST 40 1943.  TO REACH THE AZIMUTH
 MC1525'MARK FROM THE STATION
 MC1525'GO S FOR 0.4 MILE, TURN LEFT ON OHIO ROUTE 120 AND GO 0.3 MILE
 MC1525'TO THE MARK ON
 MC1525'THE RIGHT.
 MC1525'
 MC1525'TO REACH THE STATION FROM THE JUNCTION OF OHIO ROUTES 120 AND
 MC1525'64 IN METAMORA, GO
 MC1525'W ON ROUTE 120 FOR 5.75 MILES TO A CROSS ROAD,
 MC1525'TURN RIGHT, N AND FOLLOW A NARROW
 MC1525'MACADAM ROAD FOR 0.4 MILE TO THE
 MC1525'END OF THE PAVEMENT AND STATION ON THE RIGHT AS
 MC1525'DESCRIBED.
 MC1525'
 MC1525'HEIGHT OF LIGHT ABOVE STATION MARK-33 METERS.
 MC1525
 MC1525                          STATION RECOVERY (1943)
 MC1525
 MC1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 MC1525'RECOVERED IN GOOD CONDITION.
 MC1525
 MC1525                          STATION RECOVERY (1980)
 MC1525
 MC1525'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 MC1525'THE STATION, RM 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION
 MC1525'AS DESCRIBED.  RM 1 WAS ASSUMED LOST AFTER AN EXTENSIVE SEARCH WAS
 MC1525'MADE.
 MC1525
 MC1525                          STATION RECOVERY (1984)
 MC1525
 MC1525'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1525'POST 40 RECOVERED GOOD.
 MC1525'
 MC1525'REFERENCE MARK NO. 1 IS MISSING COULD NOT FIND.  BELIEVE REMOVED
 MC1525'BY FARMER IN PLOWING HIS FIELD.
 MC1525'
 MC1525'REFERENCE MARK NO. 2 1943-IS GOOD EXCEPT MISSING WITNESS SIGN-WITNESS
 MC1525'POST IS STILL THERE.
 MC1525'
 MC1525'AZIMUTH POST 40 1943 - GOOD CONDITION EXCEPT NO WITNESS POST.
 MC1525
 MC1525                          STATION RECOVERY (1993)
 MC1525
 MC1525'RECOVERY NOTE BY LAND SURV OF OH 1993
 MC1525'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1525'LOCATED ABOUT 42 MI (67.6 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MC1525'24 MI (38.6 KM) WEST OF TOLEDO, 4.5 MI (7.2 KM) WEST OF METAMORA,
 MC1525'110.52 FT (33.69 M) NORTH OF RM 2, 26.5 FT (8.1 M) EAST OF THE CENTER
 MC1525'OF FULTON COUNTY ROAD 7, ACROSS THE ROAD FROM A HOUSE (NUMBER 13303),
 MC1525'AND 8.1 FT (2.5 M) EAST OF A WITNESS POST AND COUNTY SIGN. RM 1 WAS
 MC1525'NOT FOUND, THE DESCRIBED LOCATION IS IN A PLOWED FIELD.  THE STATION
 MC1525'IS A GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE,
 MC1525'PROJECTING 1.4 FT (0.4 M) . THE TOP IS MARKED BY A 0.33 FT
 MC1525'(10.06 CM) LONG GROOVE WITH A LATERAL CROSS AND DRILL HOLE.  IT IS
 MC1525'INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE SOUTH SIDE,
 MC1525'--MICHIGAN--ON THE NORTH SIDE,--POST 40--ON THE WEST SIDE, AND--STATE
 MC1525'LINE--ON THE EAST SIDE.  THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY
 MC1525'C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL INFORMATION.  THE
 MC1525'GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE BASE SET IN A BED OF
 MC1525'CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT (0.3 M) DEEP.
 MC1525'TO REACH FROM METAMORA, GO 4.6 MI (7.4 KM) WEST ON STATE ROUTE 120,
 MC1525'TURN RIGHT AND GO 0.5 MI (0.8 KM) NORTH ON FULTON COUNTY ROAD 7 TO
 MC1525'THE STATION ON THE RIGHT.
 MC1525
 MC1525                          STATION RECOVERY (1996)
 MC1525
 MC1525'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BS)
 MC1525'RECOVERED AS DESCRIBED.
 MC1525
 MC1525                          STATION RECOVERY (2006)
 MC1525
 MC1525'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MC1525'FOUND IN GOOD CONDITION.  SUBMITTED BY JOSEPH D. FENICLE, OHIO AND
 MC1525'MICHIGAN PROFESSIONAL SURVEYOR REPRESENTING THE OFFICE OF THE FULTON
 MC1525'COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1699 ***********************************************************************
 MC1699  DESIGNATION -  BOUNDARY POST 41 MI OH
 MC1699  PID         -  MC1699
 MC1699  STATE/COUNTY-  OH/FULTON
 MC1699  USGS QUAD   -  ASSUMPTION (1987)
 MC1699
 MC1699                         *CURRENT SURVEY CONTROL
 MC1699  ___________________________________________________________________
 MC1699* NAD 83(1995)-  41 43 02.85564(N)    083 58 36.30187(W)     ADJUSTED  
 MC1699* NAVD 88     -       224.8    (meters)     738.     (feet)  GPS OBS   
 MC1699  ___________________________________________________________________
 MC1699  X           -     500,324.400 (meters)                     COMP
 MC1699  Y           -  -4,741,758.974 (meters)                     COMP
 MC1699  Z           -   4,222,357.197 (meters)                     COMP
 MC1699  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 MC1699  ELLIP HEIGHT-         189.83  (meters)          (10/07/05) GPS OBS
 MC1699  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 MC1699
 MC1699  HORZ ORDER  -  FIRST
 MC1699  ELLP ORDER  -  FOURTH    CLASS I
 MC1699
 MC1699.The horizontal coordinates were established by GPS observations
 MC1699.and adjusted by the National Geodetic Survey in April 1998..
 MC1699
 MC1699.The orthometric height was determined by GPS observations and a
 MC1699.high-resolution geoid model.
 MC1699
 MC1699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1699
 MC1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1699
 MC1699.The ellipsoidal height was determined by GPS observations
 MC1699.and is referenced to NAD 83.
 MC1699
 MC1699.The geoid height was determined by GEOID03.
 MC1699
 MC1699;                    North         East     Units Scale Factor Converg.
 MC1699;SPC OH N     -   228,779.875   477,115.811   MT  1.00000341   -0 58 12.5
 MC1699;UTM  17      - 4,622,689.598   252,372.140   MT  1.00035465   -1 58 54.9
 MC1699;UTM  16      - 4,622,824.515   751,496.396   MT  1.00037842   +2 00 46.4
 MC1699
 MC1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1699!SPC OH N     -   0.99997023  x   1.00000341  =   0.99997364
 MC1699!UTM  17      -   0.99997023  x   1.00035465  =   1.00032487
 MC1699!UTM  16      -   0.99997023  x   1.00037842  =   1.00034864
 MC1699
 MC1699                          SUPERSEDED SURVEY CONTROL
 MC1699
 MC1699  ELLIP H (04/01/98)  189.88   (m)                       GP(       ) 4 1
 MC1699  NAD 83(1995)-  41 43 02.85557(N)    083 58 36.30176(W) AD(       ) 1
 MC1699  NAD 83(1986)-  41 43 02.86554(N)    083 58 36.31576(W) AD(       ) 1
 MC1699
 MC1699.Superseded values are not recommended for survey control.
 MC1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1699.See file dsdata.txt to determine how the superseded data were derived.
 MC1699
 MC1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5237222690(NAD 83)
 MC1699_MARKER: DU = BOUNDARY MARKER
 MC1699_SETTING: 0 = UNSPECIFIED SETTING
 MC1699_MARK LOGO: OHMI  
 MC1699_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1699+STABILITY: SURFACE MOTION
 MC1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1699+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MC1699
 MC1699  HISTORY     - Date     Condition        Report By
 MC1699  HISTORY     - 1915     MONUMENTED       OHMI
 MC1699  HISTORY     - 19930709 GOOD             PLSO
 MC1699  HISTORY     - 20060215 GOOD             OH-151
 MC1699
 MC1699                          STATION DESCRIPTION
 MC1699
 MC1699'DESCRIBED BY LAND SURV OF OH 1993
 MC1699'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1699'LOCATED ABOUT 43 MI (69.2 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MC1699'23 MILES (37.0 KM) WEST OF TOLEDO, 3 MI (4.8 KM) WEST OF METAMORA,
 MC1699'23.6 FT (7.2 M) EAST OF THE CENTER OF FULTON COUNTY ROAD 6 (HODGES
 MC1699'HWY), 19.83 FT (6.04 M) EAST OF A SPIKE IN THE PAVEMENT, AND 1.7 FT
 MC1699'(0.5 M) NORTHEAST OF A TELEPHONE POST AND JUNCTION BOX. IT IS A
 MC1699'GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE,
 MC1699'PROJECTING 1.3 FT (0.4 M) . THE TOP IS MARKED BY A DRILL HOLE IN A
 MC1699'0.33 FT (10.06 CM) LONG GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS
 MC1699'FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,
 MC1699'--POST 41--ON THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE
 MC1699'OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE
 MC1699'FOLLOWING ADDITIONAL INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT
 MC1699'(1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M)
 MC1699'SQUARE AND 1.0 FT (0.3 M) DEEP.
 MC1699'TO REACH FROM METAMORA, GO WEST 3.5 MI (5.6 KM) ON STATE ROUTE 120,
 MC1699'TURN RIGHT AND GO 0.4 MI (0.6 KM) NORTH ON COUNTY ROAD 6 TO THE
 MC1699'STATION ON THE RIGHT.
 MC1699
 MC1699                          STATION RECOVERY (2006)
 MC1699
 MC1699'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MC1699'FOUND IN GOOD CONDITION.  THIS BOUNDARY POST IS PROTESTED BY A
 MC1699'TELEPHONE PEDESTAL AND WOODEN POST.  SUBMITTED BY JOSEPH D. FENICLE,
 MC1699'OHIO AND MICHIGAN PROFESSIONAL SURVEYOR REPRESENTING THE OFFICE OF THE
 MC1699'FULTON COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1700 ***********************************************************************
 MC1700  DESIGNATION -  BOUNDARY POST 42 MI OH
 MC1700  PID         -  MC1700
 MC1700  STATE/COUNTY-  OH/FULTON
 MC1700  USGS QUAD   -  ASSUMPTION (1987)
 MC1700
 MC1700                         *CURRENT SURVEY CONTROL
 MC1700  ___________________________________________________________________
 MC1700* NAD 83(1995)-  41 43 04.90980(N)    083 57 27.49688(W)     ADJUSTED  
 MC1700* NAVD 88     -       223.9    (meters)     735.     (feet)  GPS OBS   
 MC1700  ___________________________________________________________________
 MC1700  X           -     501,901.594 (meters)                     COMP
 MC1700  Y           -  -4,741,549.161 (meters)                     COMP
 MC1700  Z           -   4,222,403.865 (meters)                     COMP
 MC1700  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MC1700  ELLIP HEIGHT-         188.87  (meters)          (10/07/05) GPS OBS
 MC1700  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 MC1700
 MC1700  HORZ ORDER  -  FIRST
 MC1700  ELLP ORDER  -  FOURTH    CLASS I
 MC1700
 MC1700.The horizontal coordinates were established by GPS observations
 MC1700.and adjusted by the National Geodetic Survey in April 1998..
 MC1700
 MC1700.The orthometric height was determined by GPS observations and a
 MC1700.high-resolution geoid model.
 MC1700
 MC1700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1700
 MC1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1700
 MC1700.The ellipsoidal height was determined by GPS observations
 MC1700.and is referenced to NAD 83.
 MC1700
 MC1700.The geoid height was determined by GEOID03.
 MC1700
 MC1700;                    North         East     Units Scale Factor Converg.
 MC1700;SPC OH N     -   228,816.487   478,707.121   MT  1.00000353   -0 57 27.3
 MC1700;UTM  17      - 4,622,698.111   253,964.399   MT  1.00034497   -1 58 09.1
 MC1700;UTM  16      - 4,622,943.937   753,084.247   MT  1.00038828   +2 01 32.4
 MC1700
 MC1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1700!SPC OH N     -   0.99997038  x   1.00000353  =   0.99997391
 MC1700!UTM  17      -   0.99997038  x   1.00034497  =   1.00031534
 MC1700!UTM  16      -   0.99997038  x   1.00038828  =   1.00035865
 MC1700
 MC1700                          SUPERSEDED SURVEY CONTROL
 MC1700
 MC1700  ELLIP H (04/01/98)  188.92   (m)                       GP(       ) 4 1
 MC1700  NAD 83(1995)-  41 43 04.90973(N)    083 57 27.49677(W) AD(       ) 1
 MC1700  NAD 83(1986)-  41 43 04.91963(N)    083 57 27.51073(W) AD(       ) 1
 MC1700
 MC1700.Superseded values are not recommended for survey control.
 MC1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1700.See file dsdata.txt to determine how the superseded data were derived.
 MC1700
 MC1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5396422698(NAD 83)
 MC1700_MARKER: DU = BOUNDARY MARKER
 MC1700_SETTING: 0 = UNSPECIFIED SETTING
 MC1700_MARK LOGO: OHMI  
 MC1700_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1700+STABILITY: SURFACE MOTION
 MC1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1700+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MC1700
 MC1700  HISTORY     - Date     Condition        Report By
 MC1700  HISTORY     - 1915     MONUMENTED       OHMI
 MC1700  HISTORY     - 19930709 GOOD             PLSO
 MC1700  HISTORY     - 20060215 GOOD             OH-151
 MC1700
 MC1700                          STATION DESCRIPTION
 MC1700
 MC1700'DESCRIBED BY LAND SURV OF OH 1993
 MC1700'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1700'LOCATED ABOUT 44 MI (70.8 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MC1700'22 MILES (35.4 KM) WEST OF TOLEDO, 2.5 MI (4.0 KM) WEST OF METAMORA,
 MC1700'23.5 FT (7.2 M) EAST OF THE CENTER OF FULTON COUNTY ROAD 5 (PENCE
 MC1700'HWY), 49.7 FT (15.1 M) EAST AND ACROSS THE ROAD FROM A WALNUT TREE,
 MC1700'AND 2.7 FT (0.8 M) EAST OF A LENAWEE COUNTY SIGN. IT IS A GRANITE
 MC1700'POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, PROJECTING 1.6
 MC1700'FT (0.5 M) . THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT
 MC1700'(10.06 CM) LONG GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,
 MC1700'--OHIO--ON THE SOUTH SIDE, MICHIGAN ON THE NORTH SIDE,--POST 42--ON
 MC1700'THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE OHIO-MICHIGAN
 MC1700'BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING
 MC1700'ADDITIONAL INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG
 MC1700'WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0
 MC1700'FT (0.3 M) DEEP.
 MC1700'TO REACH FROM METAMORA, GO WEST 2.5 MI (4.0 KM) ON STATE ROUTE 120,
 MC1700'TURN RIGHT AND GO 0.34 MI (0.55 KM) NORTH ON COUNTY ROAD 5 TO THE
 MC1700'STATION ON THE RIGHT.
 MC1700
 MC1700                          STATION RECOVERY (2006)
 MC1700
 MC1700'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MC1700'FOUND IN GOOD CONDITION.  SUBMITTED BY JOSEPH D. FENICLE, OHIO AND
 MC1700'MICHIGAN PROFESSIONAL SURVEYOR REPRESENTING THE OFFICE OF THE FULTON
 MC1700'COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1701 ***********************************************************************
 MC1701  DESIGNATION -  BOUNDARY POST 44 MI OH
 MC1701  PID         -  MC1701
 MC1701  STATE/COUNTY-  OH/FULTON
 MC1701  USGS QUAD   -  ASSUMPTION (1987)
 MC1701
 MC1701                         *CURRENT SURVEY CONTROL
 MC1701  ___________________________________________________________________
 MC1701* NAD 83(1995)-  41 43 09.17213(N)    083 55 07.54466(W)     ADJUSTED  
 MC1701* NAVD 88     -       220.9    (meters)     725.     (feet)  GPS OBS   
 MC1701  ___________________________________________________________________
 MC1701  X           -     505,109.149 (meters)                     COMP
 MC1701  Y           -  -4,741,118.300 (meters)                     COMP
 MC1701  Z           -   4,222,500.048 (meters)                     COMP
 MC1701  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MC1701  ELLIP HEIGHT-         185.90  (meters)          (10/07/05) GPS OBS
 MC1701  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 MC1701
 MC1701  HORZ ORDER  -  FIRST
 MC1701  ELLP ORDER  -  FOURTH    CLASS I
 MC1701
 MC1701.The horizontal coordinates were established by GPS observations
 MC1701.and adjusted by the National Geodetic Survey in April 1998..
 MC1701
 MC1701.The orthometric height was determined by GPS observations and a
 MC1701.high-resolution geoid model.
 MC1701
 MC1701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1701
 MC1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1701
 MC1701.The ellipsoidal height was determined by GPS observations
 MC1701.and is referenced to NAD 83.
 MC1701
 MC1701.The geoid height was determined by GEOID03.
 MC1701
 MC1701;                    North         East     Units Scale Factor Converg.
 MC1701;SPC OH N     -   228,894.627   481,943.886   MT  1.00000376   -0 55 55.4
 MC1701;UTM  17      - 4,622,719.111   257,203.113   MT  1.00032549   -1 56 36.0
 MC1701;UTM  16      - 4,623,190.536   756,313.832   MT  1.00040853   +2 03 05.8
 MC1701
 MC1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1701!SPC OH N     -   0.99997084  x   1.00000376  =   0.99997460
 MC1701!UTM  17      -   0.99997084  x   1.00032549  =   1.00029632
 MC1701!UTM  16      -   0.99997084  x   1.00040853  =   1.00037936
 MC1701
 MC1701                          SUPERSEDED SURVEY CONTROL
 MC1701
 MC1701  ELLIP H (04/01/98)  185.94   (m)                       GP(       ) 4 1
 MC1701  NAD 83(1995)-  41 43 09.17207(N)    083 55 07.54455(W) AD(       ) 1
 MC1701  NAD 83(1986)-  41 43 09.18264(N)    083 55 07.55831(W) AD(       ) 1
 MC1701
 MC1701.Superseded values are not recommended for survey control.
 MC1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1701.See file dsdata.txt to determine how the superseded data were derived.
 MC1701
 MC1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5720322719(NAD 83)
 MC1701_MARKER: DU = BOUNDARY MARKER
 MC1701_SETTING: 0 = UNSPECIFIED SETTING
 MC1701_MARK LOGO: OHMI  
 MC1701_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1701+STABILITY: SURFACE MOTION
 MC1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1701+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MC1701
 MC1701  HISTORY     - Date     Condition        Report By
 MC1701  HISTORY     - 1915     MONUMENTED       OHMI
 MC1701  HISTORY     - 19930709 GOOD             PLSO
 MC1701  HISTORY     - 20060215 GOOD             OH-151
 MC1701
 MC1701                          STATION DESCRIPTION
 MC1701
 MC1701'DESCRIBED BY LAND SURV OF OH 1993
 MC1701'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1701'LOCATED ABOUT 46 MI (74.0 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MC1701'20 MILES (32.2 KM) WEST OF TOLEDO, 0.7 MI (1.1 KM) NORTHWEST OF
 MC1701'METAMORA, 24.8 FT (7.6 M) EAST OF THE CENTERLINE OF FULTON COUNTY
 MC1701'ROAD 3 (CROCKETT HWY), 28.9 FT (8.8 M) SOUTH OF A TELEPHONE JUNCTION
 MC1701'BOX, AND 1.83 FT (0.56 M) EAST-SOUTHEAST OF A LENAWEE COUNTY SIGN. IT
 MC1701'IS A GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE,
 MC1701'PROJECTING 1.8 FT (0.5 M) . THE TOP IS MARKED BY A DRILL HOLE IN A
 MC1701'0.33 FT (10.06 CM) LONG GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS
 MC1701'FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,
 MC1701'--POST 44--ON THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE
 MC1701'OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE
 MC1701'FOLLOWING ADDITIONAL INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT
 MC1701'(1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M)
 MC1701'SQUARE AND 1.0 FT (0.3 M) DEEP.
 MC1701'TO REACH FROM METAMORA, GO WEST 0.5 MI (0.8 KM) ON STATE ROUTE 120,
 MC1701'TURN RIGHT AND GO 0.35 MI (0.56 KM) NORTH ON COUNTY ROAD 3 TO THE
 MC1701'STATION ON THE RIGHT.
 MC1701
 MC1701                          STATION RECOVERY (2006)
 MC1701
 MC1701'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MC1701'FOUND IN GOOD CONDITION.  SUBMITTED BY JOSEPH D. FENICLE, OHIO AND
 MC1701'MICHIGAN PROFESSIONAL SURVEYOR REPRESENTING THE OFFICE OF THE FULTON
 MC1701'COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1702 ***********************************************************************
 MC1702  DESIGNATION -  BOUNDARY POST 45 MI OH
 MC1702  PID         -  MC1702
 MC1702  STATE/COUNTY-  OH/FULTON
 MC1702  USGS QUAD   -  ASSUMPTION (1987)
 MC1702
 MC1702                         *CURRENT SURVEY CONTROL
 MC1702  ___________________________________________________________________
 MC1702* NAD 83(1995)-  41 43 11.61115(N)    083 53 58.25107(W)     ADJUSTED  
 MC1702* NAVD 88     -       219.0    (meters)     719.     (feet)  GPS OBS   
 MC1702  ___________________________________________________________________
 MC1702  X           -     506,696.401 (meters)                     COMP
 MC1702  Y           -  -4,740,897.124 (meters)                     COMP
 MC1702  Z           -   4,222,554.938 (meters)                     COMP
 MC1702  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 MC1702  ELLIP HEIGHT-         183.98  (meters)          (10/07/05) GPS OBS
 MC1702  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 MC1702
 MC1702  HORZ ORDER  -  FIRST
 MC1702  ELLP ORDER  -  FOURTH    CLASS I
 MC1702
 MC1702.The horizontal coordinates were established by GPS observations
 MC1702.and adjusted by the National Geodetic Survey in April 1998..
 MC1702
 MC1702.The orthometric height was determined by GPS observations and a
 MC1702.high-resolution geoid model.
 MC1702
 MC1702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1702
 MC1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1702
 MC1702.The ellipsoidal height was determined by GPS observations
 MC1702.and is referenced to NAD 83.
 MC1702
 MC1702.The geoid height was determined by GEOID03.
 MC1702
 MC1702;                    North         East     Units Scale Factor Converg.
 MC1702;SPC OH N     -   228,943.989   483,546.611   MT  1.00000390   -0 55 09.9
 MC1702;UTM  17      - 4,622,740.187   258,806.968   MT  1.00031593   -1 55 49.9
 MC1702
 MC1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1702!SPC OH N     -   0.99997114  x   1.00000390  =   0.99997504
 MC1702!UTM  17      -   0.99997114  x   1.00031593  =   1.00028707
 MC1702
 MC1702                          SUPERSEDED SURVEY CONTROL
 MC1702
 MC1702  ELLIP H (04/01/98)  184.03   (m)                       GP(       ) 4 1
 MC1702  NAD 83(1995)-  41 43 11.61109(N)    083 53 58.25096(W) AD(       ) 1
 MC1702  NAD 83(1986)-  41 43 11.62162(N)    083 53 58.26469(W) AD(       ) 1
 MC1702
 MC1702.Superseded values are not recommended for survey control.
 MC1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1702.See file dsdata.txt to determine how the superseded data were derived.
 MC1702
 MC1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5880722740(NAD 83)
 MC1702_MARKER: DU = BOUNDARY MARKER
 MC1702_SETTING: 0 = UNSPECIFIED SETTING
 MC1702_MARK LOGO: OHMI  
 MC1702_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1702+STABILITY: SURFACE MOTION
 MC1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1702+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MC1702
 MC1702  HISTORY     - Date     Condition        Report By
 MC1702  HISTORY     - 1915     MONUMENTED       OHMI
 MC1702  HISTORY     - 19930709 GOOD             PLSO
 MC1702  HISTORY     - 20060215 POOR             OH-051
 MC1702
 MC1702                          STATION DESCRIPTION
 MC1702
 MC1702'DESCRIBED BY LAND SURV OF OH 1993
 MC1702'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1702'LOCATED ABOUT 47 MI (75.6 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MC1702'19 MILES (30.6 KM) WEST-NORTHWEST OF TOLEDO, 0.8 MI (1.3 KM)
 MC1702'NORTHEAST OF METAMORA, 22.1 FT (6.7 M) EAST OF THE CENTERLINE OF OHIO
 MC1702'STATE ROUTE 64 (LOAR HWY), 78.6 FT (24.0 M) NORTH OF A UTILITY POLE
 MC1702'(MTM TEL CO 95), AND 0.75 FT (22.86 CM) NORTH OF A WITNESS POST.  IT
 MC1702'IS A GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE,
 MC1702'PROJECTING 1.4 FT (0.4 M) . THE TOP IS MARKED BY A DRILL HOLE IN A
 MC1702'0.33 FT (10.06 CM) LONG GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS
 MC1702'FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,
 MC1702'--POST 45--ON THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE
 MC1702'OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE
 MC1702'FOLLOWING ADDITIONAL INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT
 MC1702'(1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M)
 MC1702'SQUARE AND 1.0 FT (0.3 M) DEEP.
 MC1702'TO REACH FROM METAMORA, GO EAST 0.5 MI (0.8 KM) ON SYLVANIA METAMORA
 MC1702'ROAD, TURN LEFT AND GO 0.5 MI (0.8 KM) NORTH ON STATE ROUTE 64 TO THE
 MC1702'STATION ON THE RIGHT.
 MC1702
 MC1702                          STATION RECOVERY (2006)
 MC1702
 MC1702'RECOVERY NOTE BY FULTON COUNTY OHIO 2006 (JDF)
 MC1702'THE TOP EIGHTEEN INCHES OF THIS MONUMENT HAD BEEN BROKE OFF DUE TO A
 MC1702'VEHICULAR ACCIDENT IN THE SUMMER OF 2004.
 MC1702'THE ORIGINAL MONUMENT, WHEN SET IN 1915 WAS ALMOST SIX FEET LONG,
 MC1702'THEREFORE, ALMOST FOUR FEET OF THE MONUMENT STILL EXISTS IN THE
 MC1702'GROUND.
 MC1702'THE MONUMENT HAS LOST IT'S FIRST ORDER POSITION, BUT WILL STILL ACT AS
 MC1702'A PROPERTY CONTROLLING CORNER FOR THE OHIO AND MICHIGAN STATE LINE.
 MC1702'THE TOP PORTION WAS SET BACK ON THE BROKEN PART AND REFERENCED OFF,
 MC1702'PERPETUATING THE ORIGINAL POSITION.
 MC1702'FOR MORE INFORMATION CONTACT THE OFFICE OF THE FULTON COUNTY ENGINEER.
 MC1702'SUBMITTED BY JOSEPH D. FENICLE, OHIO AND MICHIGAN P.S., OFFICE OF THE
 MC1702'FULTON COUNTY ENGINEER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1703 ***********************************************************************
 MC1703  DESIGNATION -  BOUNDARY POST 46 MI OH
 MC1703  PID         -  MC1703
 MC1703  STATE/COUNTY-  OH/FULTON
 MC1703  USGS QUAD   -  ASSUMPTION (1987)
 MC1703
 MC1703                         *CURRENT SURVEY CONTROL
 MC1703  ___________________________________________________________________
 MC1703* NAD 83(1995)-  41 43 12.37946(N)    083 52 49.76370(W)     ADJUSTED  
 MC1703* NAVD 88     -       218.6    (meters)     717.     (feet)  GPS OBS   
 MC1703  ___________________________________________________________________
 MC1703  X           -     508,268.803 (meters)                     COMP
 MC1703  Y           -  -4,740,712.586 (meters)                     COMP
 MC1703  Z           -   4,222,572.319 (meters)                     COMP
 MC1703  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 MC1703  ELLIP HEIGHT-         183.51  (meters)          (10/07/05) GPS OBS
 MC1703  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 MC1703
 MC1703  HORZ ORDER  -  FIRST
 MC1703  ELLP ORDER  -  FOURTH    CLASS I
 MC1703
 MC1703.The horizontal coordinates were established by GPS observations
 MC1703.and adjusted by the National Geodetic Survey in April 1998..
 MC1703
 MC1703.The orthometric height was determined by GPS observations and a
 MC1703.high-resolution geoid model.
 MC1703
 MC1703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1703
 MC1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1703
 MC1703.The ellipsoidal height was determined by GPS observations
 MC1703.and is referenced to NAD 83.
 MC1703
 MC1703.The geoid height was determined by GEOID03.
 MC1703
 MC1703;                    North         East     Units Scale Factor Converg.
 MC1703;SPC OH N     -   228,942.461   485,129.860   MT  1.00000394   -0 54 24.9
 MC1703;UTM  17      - 4,622,710.713   260,390.430   MT  1.00030656   -1 55 04.3
 MC1703
 MC1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1703!SPC OH N     -   0.99997122  x   1.00000394  =   0.99997516
 MC1703!UTM  17      -   0.99997122  x   1.00030656  =   1.00027777
 MC1703
 MC1703                          SUPERSEDED SURVEY CONTROL
 MC1703
 MC1703  ELLIP H (04/01/98)  183.56   (m)                       GP(       ) 4 1
 MC1703  NAD 83(1995)-  41 43 12.37939(N)    083 52 49.76359(W) AD(       ) 1
 MC1703  NAD 83(1986)-  41 43 12.38996(N)    083 52 49.77733(W) AD(       ) 1
 MC1703
 MC1703.Superseded values are not recommended for survey control.
 MC1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1703.See file dsdata.txt to determine how the superseded data were derived.
 MC1703
 MC1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6039022711(NAD 83)
 MC1703_MARKER: DU = BOUNDARY MARKER
 MC1703_SETTING: 0 = UNSPECIFIED SETTING
 MC1703_MARK LOGO: OHMI  
 MC1703_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1703+STABILITY: SURFACE MOTION
 MC1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1703+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 MC1703
 MC1703  HISTORY     - Date     Condition        Report By
 MC1703  HISTORY     - 1915     MONUMENTED       OHMI
 MC1703  HISTORY     - 19930709 GOOD             PLSO
 MC1703  HISTORY     - 20060215 GOOD             OH-151
 MC1703
 MC1703                          STATION DESCRIPTION
 MC1703
 MC1703'DESCRIBED BY LAND SURV OF OH 1993
 MC1703'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1703'LOCATED ABOUT 48 MI (77.2 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MC1703'18 MILES (29.0 KM) WEST-NORTHWEST OF TOLEDO, 2.0 MI (3.2 KM)
 MC1703'EAST-NORTHEAST OF METAMORA, 23.1 FT (7.0 M) WEST OF A MICHIGAN
 MC1703'MONUMENT BOX IN THE CENTERLINE OF FULTON-LUCAS COUNTY LINE ROAD
 MC1703'(LENAWEE COUNTY--THOMPSON RD), 55.3 FT (16.9 M) NORTH OF A UTILITY
 MC1703'POLE, AND 1.2 FT (0.4 M) NORTHEAST OF A WITNESS POST.  IT IS A
 MC1703'GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE,
 MC1703'PROJECTING 1.7 FT (0.5 M) . THE TOP IS MARKED BY A DRILL HOLE IN A
 MC1703'0.33 FT (10.06 CM) LONG GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS
 MC1703'FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,
 MC1703'--POST 46--ON THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE
 MC1703'OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE
 MC1703'FOLLOWING ADDITIONAL INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT
 MC1703'(1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M)
 MC1703'SQUARE AND 1.0 FT (0.3 M) DEEP.
 MC1703'TO REACH FROM METAMORA, GO EAST 1.5 MI (2.4 KM) ON SYLVANIA METAMORA
 MC1703'ROAD, TURN LEFT AND GO 0.54 MI (0.87 KM) NORTH ON FULTON-LUCAS COUNTY
 MC1703'LINE ROAD TO THE STATION ON THE RIGHT.
 MC1703
 MC1703                          STATION RECOVERY (2006)
 MC1703
 MC1703'RECOVERY NOTE BY STARK COUNTY OHIO 2006 (JDF)
 MC1703'FOUND IN GOOD CONDITION.  EXISTING CARSONITE POST.  SUBMITTED BY
 MC1703'JOSEPH D. FENICLE, OHIO AND MICHIGAN PROFESSIONAL SURVEYOR
 MC1703'REPRESENTING THE OFFICE OF THE FULTON COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1514 ***********************************************************************
 MC1514  DESIGNATION -  BOUNDARY POST 47 MI OH
 MC1514  PID         -  MC1514
 MC1514  STATE/COUNTY-  OH/FULTON
 MC1514  USGS QUAD   -  BERKEY (1982)
 MC1514
 MC1514                         *CURRENT SURVEY CONTROL
 MC1514  ___________________________________________________________________
 MC1514* NAD 83(1995)-  41 43 16.04733(N)    083 51 33.13825(W)     ADJUSTED  
 MC1514* NAVD 88     -       216.4    (meters)     710.     (feet)  GPS OBS   
 MC1514  ___________________________________________________________________
 MC1514  X           -     510,021.657 (meters)                     COMP
 MC1514  Y           -  -4,740,446.841 (meters)                     COMP
 MC1514  Z           -   4,222,655.241 (meters)                     COMP
 MC1514  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 MC1514  ELLIP HEIGHT-         181.19  (meters)          (10/07/05) GPS OBS
 MC1514  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 MC1514
 MC1514  HORZ ORDER  -  FIRST
 MC1514  ELLP ORDER  -  FOURTH    CLASS I
 MC1514
 MC1514.The horizontal coordinates were established by GPS observations
 MC1514.and adjusted by the National Geodetic Survey in April 1998..
 MC1514
 MC1514.The orthometric height was determined by GPS observations and a
 MC1514.high-resolution geoid model.
 MC1514
 MC1514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1514
 MC1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1514
 MC1514.The ellipsoidal height was determined by GPS observations
 MC1514.and is referenced to NAD 83.
 MC1514
 MC1514.The geoid height was determined by GEOID03.
 MC1514
 MC1514;                    North         East     Units Scale Factor Converg.
 MC1514;SPC OH N     -   229,027.791   486,902.585   MT  1.00000414   -0 53 34.5
 MC1514;UTM  17      - 4,622,764.772   262,164.911   MT  1.00029614   -1 54 13.3
 MC1514
 MC1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1514!SPC OH N     -   0.99997158  x   1.00000414  =   0.99997572
 MC1514!UTM  17      -   0.99997158  x   1.00029614  =   1.00026771
 MC1514
 MC1514|---------------------------------------------------------------------|
 MC1514| PID    Reference Object                     Distance      Geod. Az  |
 MC1514|                                                           dddmmss.s |
 MC1514| MC1766 LATHROP                             305.251 METERS 18121     |
 MC1514| AJ1524 BOUNDARY POST 47 RM 2                37.947 METERS 19858     |
 MC1514| AJ1525 BOUNDARY POST 47 AZ MK                             2100731.8 |
 MC1514| MC1524 METAMORA MUNICIPAL TANK             APPROX. 4.5 KM 2543849.6 |
 MC1514| AJ1523 BOUNDARY POST 47 RM 1                28.980 METERS 35603     |
 MC1514| MC1528 BLISSFIELD MUNICIPAL TANK           APPROX.12.4 KM 3581303.5 |
 MC1514|---------------------------------------------------------------------|
 MC1514
 MC1514                          SUPERSEDED SURVEY CONTROL
 MC1514
 MC1514  ELLIP H (04/01/98)  181.24   (m)                       GP(       ) 4 1
 MC1514  NAD 83(1995)-  41 43 16.04727(N)    083 51 33.13815(W) AD(       ) 1
 MC1514  NAD 83(1986)-  41 43 16.05730(N)    083 51 33.15148(W) AD(       ) 1
 MC1514  NAD 83(1986)-  41 43 16.05962(N)    083 51 33.15473(W) AD(       ) 1
 MC1514  NAD 27      -  41 43 15.87600(N)    083 51 33.36400(W) AD(       ) 1
 MC1514
 MC1514.Superseded values are not recommended for survey control.
 MC1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1514.See file dsdata.txt to determine how the superseded data were derived.
 MC1514
 MC1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6216522765(NAD 83)
 MC1514_MARKER: H = DRILL HOLE
 MC1514_SETTING: 0 = UNSPECIFIED SETTING
 MC1514_SP_SET: GRANITE POST WITH DRILL HOLE
 MC1514_STAMPING: BOUNDARY POST 47 MI OH
 MC1514_MARK LOGO: CGS   
 MC1514_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1514+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1996
 MC1514
 MC1514  HISTORY     - Date     Condition        Report By
 MC1514  HISTORY     - 1943     MONUMENTED       CGS
 MC1514  HISTORY     - 1943     GOOD             CGS
 MC1514  HISTORY     - 1980     GOOD             MIDH
 MC1514  HISTORY     - 1984     GOOD             USPSQD
 MC1514  HISTORY     - 19840918 GOOD             NGS
 MC1514  HISTORY     - 19930709 GOOD             PLSO
 MC1514  HISTORY     - 19930921 GOOD             GEOMET
 MC1514  HISTORY     - 19960130 GOOD             WOOLPT
 MC1514
 MC1514                          STATION DESCRIPTION
 MC1514
 MC1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1514'THE STATION IS ON THE MICHIGAN-OHIO STATE LINE, 1.3
 MC1514'MILES NW OF THE
 MC1514'SMALL VILLAGE OF BERKEY, 0.2 MILE N OF OHIO STATE
 MC1514'HIGHWAY 120, 19.5 FEET E OF THE
 MC1514'CENTER LINE OF LATHROP ROAD, ON
 MC1514'THE W EDGE OF A CULTIVATED FIELD.  THE MARK IS A
 MC1514'GRANITE POST
 MC1514'6-1/2 INCHES BY 8-1/2 INCHES AND PROJECTS 18 INCHES.  ON TOP OF
 MC1514'THE POST IS A
 MC1514'CHISELED INDENATION WITH A HOLE IN THE CENTER
 MC1514'(POINT PLUMBED).  ON THE N SIDE
 MC1514'OF THE POST IS INSCRIBED MICHIGAN,
 MC1514'AND ON THE S SIDE OHIO, ON THE W SIDE POST 47, AND
 MC1514'ON THE E
 MC1514'SIDE STATE LINE.
 MC1514'
 MC1514'REFERENCE MARKS AND AZIMUTH MARK ARE BRONZE DISKS SET IN CONCRETE.
 MC1514'
 MC1514'REFERENCE MARK 1 IS 95.14 FEET N OF THE STATION, 16.9 FEET E
 MC1514'OF THE CENTER LINE
 MC1514'OF LATHROP ROAD, ON THE W EDGE OF A CULTIVATED
 MC1514'FIELD.  THE DISK IS STAMPED POST NO
 MC1514'47 NO 1 1943.
 MC1514'
 MC1514'REFERENCE MARK 2 IS 124.50 FEET SW OF THE STATION, 25.7 FEET
 MC1514'W OF THE CENTER
 MC1514'LINE OF LATHROP ROAD, 25.3 FEET NW OF A LONE 2-FOOT
 MC1514'WALNUT TREE.  THE DISK IS STAMPED
 MC1514'POST NO 47 NO 2 1943.
 MC1514'
 MC1514'THE AZIMUTH MARK IS 0.4 MILE SW OF THE STATION, 46 FEET S
 MC1514'OF THE CENTER LINE
 MC1514'OF HIGHWAY 120, 6.4 FEET SW OF POWER-TRANSMISSION
 MC1514'LINE POLE 32405, 2.6 FEET E OF THE NE
 MC1514'CORNER OF A LARGE RED
 MC1514'BARN.  THE DISK IS STAMPED POST NO 47 1943.
 MC1514'
 MC1514'TO REACH THE STATION FROM THE BLISSFIELD POST OFFICE, GO S
 MC1514'ON S LANE STREET
 MC1514'FOR 0.45 MILE TO A Y-INTERSECTION, HERE TURN LEFT
 MC1514'ON S LANE STREET AND GO 7.05 MILES
 MC1514'TO A MACADAM CROSS ROAD, CONTINUE
 MC1514'STRATIGHT AHEAD FOR 0.45 MILE TO THE MICHIGAN-OHIO
 MC1514'STATE LINE
 MC1514'AND STATION ON THE LEFT AS DESCRIBED.
 MC1514'
 MC1514'TO REACH THE AZIMUTH MARK FROM THE STATEION, GO S ON LATHROP
 MC1514'ROAD FOR 0.2 MILE
 MC1514'TO THE JUNCTION WITH HIGHWAY 120, HERE TURN
 MC1514'RIGHT AND GO 0.3 MILE TO A LARGE RED
 MC1514'BARN ON THE LEFT AND AZIMUTH
 MC1514'MARK AS DESCRIBED.
 MC1514'
 MC1514'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 MC1514
 MC1514                          STATION RECOVERY (1943)
 MC1514
 MC1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 MC1514'RECOVERED IN GOOD CONDITION.
 MC1514
 MC1514                          STATION RECOVERY (1980)
 MC1514
 MC1514'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 MC1514'THE STATION AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION AS
 MC1514'DESCRIBED.  RM 1 AND RM 2 COULD NOT BE LOCATED AND ARE ASSUMED GONE.
 MC1514
 MC1514                          STATION RECOVERY (1984)
 MC1514
 MC1514'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1514'STATION FOUND NEW - GOOD.
 MC1514'
 MC1514'2 REFERENCE MARKS AND AZIMUTH MARK WERE RESET AT THIS TIME BY MYSELF
 MC1514'WORKING FOR DAVID CONNER OF NOS SURVEY TEAM.
 MC1514'
 MC1514'8 HOURS OF DIGGING AND WORKING WITH CEMENT FOR STONE POSTS AND TAKING
 MC1514'NEW MEASUREMENTS FOR MARKS.
 MC1514'
 MC1514'VERY INTERESTING WORK.
 MC1514'
 MC1514'THE OLD MARKS WERE REPORTED MISSING EARLER THIS YEAR BY MYSELF.
 MC1514
 MC1514                          STATION RECOVERY (1984)
 MC1514
 MC1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 MC1514'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION BUT
 MC1514'THE AZIMUTH MARK WAS NO LONGER VISIBLE AT INSTRUMENT HEIGHT DUE TO
 MC1514'STANDING CORN.  EVIDENCE WAS FOUND THAT RM 1 AND RM 2 HAVE BEEN
 MC1514'DESTROYED BY FARM WORK.  RM 3, RM 4 AND AZ MK 2 WERE ESTABLISHED AT
 MC1514'THIS TIME.  THE ORIGINAL AZ MK WAS LEFT INTACT.  A NEW DESCRIPTION
 MC1514'FOLLOWS.
 MC1514'THE STATION IS LOCATED ON THE OHIO-MICHIGAN STATE LINE ABOUT 12 KM
 MC1514'(7.45 MI) WEST OF SYLVANIA, 4.5 KM (2.80 MI) EAST OF METAMORA AND 1.7
 MC1514'KM (1.05 MI) WEST NORTHWEST OF BERKEY.  TO REACH THE STATION FROM THE
 MC1514'POST OFFICE AT THE TRAFFIC LIGHT IN BERKEY GO 1.6 KM (1.00 MI) WEST ON
 MC1514'SYLVANIA METAMORA ROAD TO THE JUNCTION WITH LATHROP ROAD AND THE
 MC1514'AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT
 MC1514'AND GO 0.4 KM (0.25 MI) NORTH ON LATHROP ROAD TO THE STATION ON THE
 MC1514'RIGHT.
 MC1514'THE STATION IS A GRANITE POST 22 CM (9 INCHES) BY 18 CM (7 INCHES)
 MC1514'SQUARE, PROJECTING 43 CM (17 INCHES) WITH A DRILL HOLE IN THE TOP
 MC1514'CENTER.  THE FOUR SIDES ARE INSCRIBLED AS FOLLOWS--N MICHIGAN, E STATE
 MC1514'LINE, S OHIO, W POST 47--, THE STATION IS LOCATED 23.2 METERS (76.1
 MC1514'FT) NORTH FROM THE CENTERLINE OF AN EAST-WEST HIGH VOLTAGE POWER LINE,
 MC1514'6.7 METERS (22.0 FT) EAST FROM THE CENTERLINE OF LATHROP ROAD, 0.5
 MC1514'METERS (1.6 FT) SOUTHEAST FROM A LENAWEE COUNTY SIGN, 0.4 METERS (1.3
 MC1514'FT) WEST FROM A WITNESS POST.
 MC1514'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED---POST 47 1943 NO 3
 MC1514'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 11 INCHES (28
 MC1514'CM) IN DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE
 MC1514'STATION IS LOCATED 12.8 METERS (42.0 FT) NORTH FROM THE CENTERLINE OF
 MC1514'AN EAST WEST HIGH VOLTAGE POWER LINE, 10.7 METERS (35.1 FT) SOUTH FROM
 MC1514'A LENAWEE COUNTY LINE SIGN, 5.2 METERS (17.1 FT) EAST FROM THE
 MC1514'CENETRLINE OF LATHROP ROAD, AND 0.3 METERS (1.0 FT) LOWER THAN THE
 MC1514'STATION.
 MC1514'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED---POST 47 NO 4
 MC1514'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 11 INCHES (28
 MC1514'CM) IN DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE
 MC1514'STATION IS LOCATED 22.2 METERS (72.8 FT) NORTH FROM THE CENTERLINE OF
 MC1514'AN EAST WEST HIGH VOLTAGE POWER LINE, 4.9 METERS (16.1 FT) WEST FROM
 MC1514'THE CENTERLINE OF LATHROP ROAD, 0.76 METERS (2.49 FT) EAST FROM A WOOD
 MC1514'FENCE CORNER POST, 0.46 METERS (1.51 FT) SOUTH FROM A WITNESS POST,
 MC1514'AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION.
 MC1514'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---POST 47 1943 NO 2
 MC1514'1984---, SET FLUSH IN THE NORTHEAST CORNER OF A 1.5 METER (4.9 FT)
 MC1514'SQUARE CONCRETE SLAB WITH A MANHOLE COVER IN THE CENTER.  THE STATION
 MC1514'IS LOCATED 15.8 METERS (51.8 FT) NORTH-NORTHWEST FROM THE CENTERLINE
 MC1514'OF THE INTERSECTION, 3.50 METERS (11.48 FT) SOUTHEAST FROM A UTILITY
 MC1514'POLE, 0.9 METERS (3.0 FT) SOUTHWEST FROM A STOP SIGN.  TO REACH THE
 MC1514'AZIMUTH MARK FROM THE STATION GO 0.4 KM (0.25 MI) SOUTH ON LATHROP
 MC1514'ROAD TO THE JUNCTION WITH SYLVANIA METAMORA ROAD AND THE MARK IN THE
 MC1514'NORTHWEST ANGLE OF THE INTERSECTION.
 MC1514
 MC1514                          STATION RECOVERY (1993)
 MC1514
 MC1514'RECOVERY NOTE BY LAND SURV OF OH 1993
 MC1514'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1514'LOCATED ABOUT 49 MI (78.9 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MC1514'17 MI (27.4 KM) WEST-NORTHWEST OF TOLEDO, 1 MI (1.6 KM)
 MC1514'WEST-NORTHWEST OF BERKEY, 33.81 FT (10.31 M) NORTH OF RM 3 (1984),
 MC1514'38.01 FT (11.59 M) EAST OF RM 4 (1984), 19.7 FT (6.0 M) EAST OF THE
 MC1514'CENTER OF LATHROP ROAD (BERKEY ROAD), AND 1.0 FT (0.3 M) WEST OF A
 MC1514'WITNESS POST.  IT IS A GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT
 MC1514'(25.30 CM) SQUARE, PROJECTING 1.5 FT (0.5 M) . THE TOP IS MARKED BY A
 MC1514'0.33 FT (10.06 CM) LONG GROOVE WITH A LATERAL CROSS AND DRILL HOLE.
 MC1514'IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE SOUTH
 MC1514'SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 47--ON THE WEST SIDE, AND
 MC1514'--STATE LINE--ON THE EAST SIDE.  THE OHIO-MICHIGAN BOUNDARY REPORT,
 MC1514'1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL
 MC1514'INFORMATION. THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE
 MC1514'BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT
 MC1514'(0.3 M) DEEP.
 MC1514'TO REACH FROM METAMORA, GO 4.6 MI (7.4 KM) WEST ON STATE ROUTE 120,
 MC1514'TURN RIGHT AND GO 0.5 MI (0.8 KM) NORTH ON FULTON COUNTY ROAD 7 TO
 MC1514'THE STATION ON THE RIGHT.
 MC1514
 MC1514                          STATION RECOVERY (1993)
 MC1514
 MC1514'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 MC1514'RECOVERED IN GOOD CONDITION.
 MC1514
 MC1514                          STATION RECOVERY (1996)
 MC1514
 MC1514'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996
 MC1514'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1704 ***********************************************************************
 MC1704  DESIGNATION -  BOUNDARY POST 48 MI OH
 MC1704  PID         -  MC1704
 MC1704  STATE/COUNTY-  OH/LUCAS
 MC1704  USGS QUAD   -  BERKEY (1982)
 MC1704
 MC1704                         *CURRENT SURVEY CONTROL
 MC1704  ___________________________________________________________________
 MC1704* NAD 83(1995)-  41 43 17.36848(N)    083 50 24.16169(W)     ADJUSTED  
 MC1704* NAVD 88     -       215.1    (meters)     706.     (feet)  GPS OBS   
 MC1704  ___________________________________________________________________
 MC1704  X           -     511,603.864 (meters)                     COMP
 MC1704  Y           -  -4,740,248.168 (meters)                     COMP
 MC1704  Z           -   4,222,684.873 (meters)                     COMP
 MC1704  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 MC1704  ELLIP HEIGHT-         180.00  (meters)          (10/07/05) GPS OBS
 MC1704  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 MC1704
 MC1704  HORZ ORDER  -  FIRST
 MC1704  ELLP ORDER  -  FOURTH    CLASS I
 MC1704
 MC1704.The horizontal coordinates were established by GPS observations
 MC1704.and adjusted by the National Geodetic Survey in April 1998..
 MC1704
 MC1704.The orthometric height was determined by GPS observations and a
 MC1704.high-resolution geoid model.
 MC1704
 MC1704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1704
 MC1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1704
 MC1704.The ellipsoidal height was determined by GPS observations
 MC1704.and is referenced to NAD 83.
 MC1704
 MC1704.The geoid height was determined by GEOID03.
 MC1704
 MC1704;                    North         East     Units Scale Factor Converg.
 MC1704;SPC OH N     -   229,043.876   488,497.373   MT  1.00000421   -0 52 49.2
 MC1704;UTM  17      - 4,622,752.720   263,760.193   MT  1.00028683   -1 53 27.4
 MC1704
 MC1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1704!SPC OH N     -   0.99997177  x   1.00000421  =   0.99997598
 MC1704!UTM  17      -   0.99997177  x   1.00028683  =   1.00025859
 MC1704
 MC1704                          SUPERSEDED SURVEY CONTROL
 MC1704
 MC1704  ELLIP H (04/01/98)  180.05   (m)                       GP(       ) 4 1
 MC1704  NAD 83(1995)-  41 43 17.36843(N)    083 50 24.16159(W) AD(       ) 1
 MC1704  NAD 83(1986)-  41 43 17.37908(N)    083 50 24.17545(W) AD(       ) 1
 MC1704
 MC1704.Superseded values are not recommended for survey control.
 MC1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1704.See file dsdata.txt to determine how the superseded data were derived.
 MC1704
 MC1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6376022753(NAD 83)
 MC1704_MARKER: DU = BOUNDARY MARKER
 MC1704_SETTING: 0 = UNSPECIFIED SETTING
 MC1704_MARK LOGO: OHMI  
 MC1704_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1704+STABILITY: SURFACE MOTION
 MC1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1704+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 MC1704
 MC1704  HISTORY     - Date     Condition        Report By
 MC1704  HISTORY     - 1915     MONUMENTED       OHMI
 MC1704  HISTORY     - 19930709 GOOD             PLSO
 MC1704  HISTORY     - 20040627 GOOD             USPSQD
 MC1704
 MC1704                          STATION DESCRIPTION
 MC1704
 MC1704'DESCRIBED BY LAND SURV OF OH 1993
 MC1704'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1704'LOCATED ABOUT 50 MI (80.5 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MC1704'17 MILES (27.4 KM) WEST-NORTHWEST OF TOLEDO, 0.4 MI (0.6 KM) NORTH OF
 MC1704'BERKEY, 20.10 FT (6.13 M) WEST OF THE CENTERLINE OF OHIO STATE ROUTE
 MC1704'295, 11.75 FT (3.58 M) NORTH-NORTHWEST OF THE EAST LEG OF A SIGN
 MC1704'--OHIO WELCOMES YOU--, ON LINE WITH THE SOUTH SIDE OF THE GARAGE AT
 MC1704'HOUSE NUMBER 13600 (HOME TO MARION LATHROP), AND 1.15 FT (0.35 M)
 MC1704'SOUTHWEST OF A WITNESS POST.  IT IS A GRANITE POST, 0.67 FT
 MC1704'(20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, PROJECTING 1.2 FT (0.4 M) .
 MC1704'THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT (10.06 CM) LONG
 MC1704'GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE
 MC1704'SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 48--ON THE WEST SIDE,
 MC1704'AND--STATE LINE--ON THE EAST SIDE. THE OHIO-MICHIGAN BOUNDARY REPORT,
 MC1704'1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL
 MC1704'INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE
 MC1704'BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT
 MC1704'(0.3 M) DEEP.
 MC1704'TO REACH FROM BERKEY, GO NORTH 0.4 MI (0.6 KM) ON STATE ROUTE 295 TO
 MC1704'THE STATION ON THE LEFT.
 MC1704
 MC1704                          STATION RECOVERY (2004)
 MC1704
 MC1704'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC1704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1705 ***********************************************************************
 MC1705  DESIGNATION -  BOUNDARY POST 49 MI OH
 MC1705  PID         -  MC1705
 MC1705  STATE/COUNTY-  OH/LUCAS
 MC1705  USGS QUAD   -  BERKEY (1982)
 MC1705
 MC1705                         *CURRENT SURVEY CONTROL
 MC1705  ___________________________________________________________________
 MC1705* NAD 83(1995)-  41 43 19.08054(N)    083 49 13.79896(W)     ADJUSTED  
 MC1705* NAVD 88     -       213.8    (meters)     701.     (feet)  GPS OBS   
 MC1705  ___________________________________________________________________
 MC1705  X           -     513,216.977 (meters)                     COMP
 MC1705  Y           -  -4,740,037.440 (meters)                     COMP
 MC1705  Z           -   4,222,723.420 (meters)                     COMP
 MC1705  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 MC1705  ELLIP HEIGHT-         178.68  (meters)          (10/07/05) GPS OBS
 MC1705  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 MC1705
 MC1705  HORZ ORDER  -  FIRST
 MC1705  ELLP ORDER  -  FOURTH    CLASS I
 MC1705
 MC1705.The horizontal coordinates were established by GPS observations
 MC1705.and adjusted by the National Geodetic Survey in April 1998..
 MC1705
 MC1705.The orthometric height was determined by GPS observations and a
 MC1705.high-resolution geoid model.
 MC1705
 MC1705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1705
 MC1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1705
 MC1705.The ellipsoidal height was determined by GPS observations
 MC1705.and is referenced to NAD 83.
 MC1705
 MC1705.The geoid height was determined by GEOID03.
 MC1705
 MC1705;                    North         East     Units Scale Factor Converg.
 MC1705;SPC OH N     -   229,071.885   490,124.367   MT  1.00000431   -0 52 03.0
 MC1705;UTM  17      - 4,622,752.031   265,387.880   MT  1.00027739   -1 52 40.6
 MC1705
 MC1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1705!SPC OH N     -   0.99997198  x   1.00000431  =   0.99997629
 MC1705!UTM  17      -   0.99997198  x   1.00027739  =   1.00024936
 MC1705
 MC1705                          SUPERSEDED SURVEY CONTROL
 MC1705
 MC1705  ELLIP H (04/01/98)  178.72   (m)                       GP(       ) 4 1
 MC1705  NAD 83(1995)-  41 43 19.08048(N)    083 49 13.79887(W) AD(       ) 1
 MC1705  NAD 83(1986)-  41 43 19.09115(N)    083 49 13.81275(W) AD(       ) 1
 MC1705
 MC1705.Superseded values are not recommended for survey control.
 MC1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1705.See file dsdata.txt to determine how the superseded data were derived.
 MC1705
 MC1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6538822752(NAD 83)
 MC1705_MARKER: DU = BOUNDARY MARKER
 MC1705_SETTING: 0 = UNSPECIFIED SETTING
 MC1705_MARK LOGO: OHMI  
 MC1705_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1705+STABILITY: SURFACE MOTION
 MC1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1705+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 MC1705
 MC1705  HISTORY     - Date     Condition        Report By
 MC1705  HISTORY     - 1915     MONUMENTED       OHMI
 MC1705  HISTORY     - 19930709 GOOD             PLSO
 MC1705  HISTORY     - 20040627 GOOD             USPSQD
 MC1705
 MC1705                          STATION DESCRIPTION
 MC1705
 MC1705'DESCRIBED BY LAND SURV OF OH 1993
 MC1705'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1705'LOCATED ABOUT 51 MI (82.1 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MC1705'16 MILES (25.7 KM) WEST-NORTHWEST OF TOLEDO, 1.0 MI (1.6 KM)
 MC1705'EAST-NORTHEAST OF BERKEY, 13.6 FT (4.1 M) EAST OF WASHBURN ROAD
 MC1705'(CENTERLOF PAVEMENT), 19.94 FT (6.08 M) EAST OF A 0.17 FT (5.18 CM)
 MC1705'SQUARE IRON PIN WITH CROSS CUT, AND 1.3 FT (0.4 M) NORTHEAST OF A
 MC1705'WITNESS POST. IT IS A GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT
 MC1705'(25.30 CM) SQUARE, PROJECTING 1.7 FT (0.5 M) . THE TOP IS MARKED BY A
 MC1705'DRILL HOLE IN A 0.33 FT (10.06 CM) LONG GROOVE. IT IS INSCRIBED ON
 MC1705'ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON
 MC1705'THE NORTH SIDE,--POST 49--ON THE WEST SIDE, AND--STATE LINE--ON THE
 MC1705'EAST SIDE. THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN,
 MC1705'PROVIDES THE FOLLOWING ADDITIONAL INFORMATION. THE GRANITE MONUMENT
 MC1705'IS 5.5 FT (1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT
 MC1705'(0.6 M) SQUARE AND 1.0 FT (0.3 M) DEEP.
 MC1705'TO REACH FROM BERKEY, GO EAST 1.0 MI (1.6 KM) ON SYLVANIA METAMORA
 MC1705'ROAD, TURN LEFT AND GO 0.56 MI (0.90 KM) NORTH ON WASHBURN ROAD TO
 MC1705'THE STATION ON THE RIGHT.
 MC1705
 MC1705                          STATION RECOVERY (2004)
 MC1705
 MC1705'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC1705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD2011 ***********************************************************************
 MD2011  DESIGNATION -  BOUNDARY POST 5 MI OH
 MD2011  PID         -  MD2011
 MD2011  STATE/COUNTY-  OH/WILLIAMS
 MD2011  USGS QUAD   -  NETTLE LAKE (1977)
 MD2011
 MD2011                         *CURRENT SURVEY CONTROL
 MD2011  ___________________________________________________________________
 MD2011* NAD 83(1995)-  41 41 56.99634(N)    084 42 31.08291(W)     ADJUSTED  
 MD2011* NAVD 88     -       298.2    (meters)     978.     (feet)  GPS OBS   
 MD2011  ___________________________________________________________________
 MD2011  X           -     439,844.876 (meters)                     COMP
 MD2011  Y           -  -4,749,164.783 (meters)                     COMP
 MD2011  Z           -   4,220,890.020 (meters)                     COMP
 MD2011  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 MD2011  ELLIP HEIGHT-         264.64  (meters)          (10/07/05) GPS OBS
 MD2011  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 MD2011
 MD2011  HORZ ORDER  -  FIRST
 MD2011  ELLP ORDER  -  FOURTH    CLASS I
 MD2011
 MD2011.The horizontal coordinates were established by GPS observations
 MD2011.and adjusted by the National Geodetic Survey in April 1998..
 MD2011
 MD2011.The orthometric height was determined by GPS observations and a
 MD2011.high-resolution geoid model.
 MD2011
 MD2011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD2011
 MD2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD2011
 MD2011.The ellipsoidal height was determined by GPS observations
 MD2011.and is referenced to NAD 83.
 MD2011
 MD2011.The geoid height was determined by GEOID03.
 MD2011
 MD2011;                    North         East     Units Scale Factor Converg.
 MD2011;SPC OH N     -   228,035.335   416,173.314   MT  0.99999984   -1 27 03.5
 MD2011;UTM  16      - 4,618,912.664   690,662.586   MT  1.00004736   +1 31 29.0
 MD2011
 MD2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD2011!SPC OH N     -   0.99995849  x   0.99999984  =   0.99995833
 MD2011!UTM  16      -   0.99995849  x   1.00004736  =   1.00000585
 MD2011
 MD2011                          SUPERSEDED SURVEY CONTROL
 MD2011
 MD2011  ELLIP H (04/01/98)  264.69   (m)                       GP(       ) 4 1
 MD2011  NAD 83(1995)-  41 41 56.99636(N)    084 42 31.08292(W) AD(       ) 1
 MD2011  NAD 83(1986)-  41 41 57.00025(N)    084 42 31.09826(W) AD(       ) 1
 MD2011
 MD2011.Superseded values are not recommended for survey control.
 MD2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD2011.See file dsdata.txt to determine how the superseded data were derived.
 MD2011
 MD2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM9066318913(NAD 83)
 MD2011_MARKER: DU = BOUNDARY MARKER
 MD2011_SETTING: 0 = UNSPECIFIED SETTING
 MD2011_MARK LOGO: OHMI  
 MD2011_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD2011+STABILITY: SURFACE MOTION
 MD2011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD2011+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MD2011
 MD2011  HISTORY     - Date     Condition        Report By
 MD2011  HISTORY     - 1915     MONUMENTED       OHMI
 MD2011  HISTORY     - 19930709 GOOD             PLSO
 MD2011
 MD2011                          STATION DESCRIPTION
 MD2011
 MD2011'DESCRIBED BY LAND SURV OF OH 1993
 MD2011'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD2011'LOCATED ABOUT 5 MI (8.0 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 8
 MD2011'MI (12.9 KM) WEST-NORTHWEST OF PIONEER, 1888 FT (575.5 M) NORTH OF
 MD2011'WILLIAMS COUNTY ROAD S, 75 FT (22.9 M) SOUTH OF A GRAVEL DRIVE, 45.5
 MD2011'FT (13.9 M) SOUTHEAST OF A LARGE SPLIT TREE, 14 FT (4.3 M)
 MD2011'EAST-NORTHEAST OF THE EAST END OF A PIPE CULVERT, 20.4 FT (6.2 M) EAST
 MD2011'OF THE C/L OF WILLIAMS COUNTY ROAD 6 (GRAVEL), AND 1.0 FT (0.3 M)
 MD2011'NORTH A FIBERGLASS WITNESS POST.  IT IS A GRANITE POST, 0.67 FT
 MD2011'(20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, PROJECTING 0.4 FT (12.2 CM)
 MD2011'. THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT (10.06 CM) LONG
 MD2011'GROOVE.  IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE
 MD2011'SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 5--ON THE WEST SIDE,
 MD2011'AND--STATE LINE--ON THE EAST SIDE.  THE OHIO-MICHIGAN BOUNDARY
 MD2011'REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL
 MD2011'INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE
 MD2011'BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT
 MD2011'(0.3 M) DEEP.
 MD2011'TO REACH FROM PIONEER, GO 1.0 MI (1.6 KM) NORTH ON STATE ROUTE 15,
 MD2011'TURN LEFT AND GO 8.0 MI (12.9 KM) WEST ON COUNTY ROAD, TURN RIGHT AND
 MD2011'GO NORTH ON COUNTY ROAD 6 FOR 0.35 MI (0.56 KM) TO THE STATION ON THE
 MD2011'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1722 ***********************************************************************
 MC1722  DESIGNATION -  BOUNDARY POST 50 MI OH
 MC1722  PID         -  MC1722
 MC1722  STATE/COUNTY-  OH/LUCAS
 MC1722  USGS QUAD   -  BERKEY (1982)
 MC1722
 MC1722                         *CURRENT SURVEY CONTROL
 MC1722  ___________________________________________________________________
 MC1722* NAD 83(1995)-  41 43 21.22227(N)    083 48 07.50687(W)     ADJUSTED  
 MC1722* NAVD 88     -       212.0    (meters)     696.     (feet)  GPS OBS   
 MC1722  ___________________________________________________________________
 MC1722  X           -     514,735.471 (meters)                     COMP
 MC1722  Y           -  -4,739,827.181 (meters)                     COMP
 MC1722  Z           -   4,222,771.529 (meters)                     COMP
 MC1722  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 MC1722  ELLIP HEIGHT-         176.86  (meters)          (10/07/05) GPS OBS
 MC1722  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 MC1722
 MC1722  HORZ ORDER  -  FIRST
 MC1722  ELLP ORDER  -  FOURTH    CLASS I
 MC1722
 MC1722.The horizontal coordinates were established by GPS observations
 MC1722.and adjusted by the National Geodetic Survey in April 1998..
 MC1722
 MC1722.The orthometric height was determined by GPS observations and a
 MC1722.high-resolution geoid model.
 MC1722
 MC1722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1722
 MC1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1722
 MC1722.The ellipsoidal height was determined by GPS observations
 MC1722.and is referenced to NAD 83.
 MC1722
 MC1722.The geoid height was determined by GEOID03.
 MC1722
 MC1722;                    North         East     Units Scale Factor Converg.
 MC1722;SPC OH N     -   229,114.917   491,657.463   MT  1.00000443   -0 51 19.5
 MC1722;UTM  17      - 4,622,768.028   266,921.909   MT  1.00026856   -1 51 56.5
 MC1722
 MC1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1722!SPC OH N     -   0.99997226  x   1.00000443  =   0.99997669
 MC1722!UTM  17      -   0.99997226  x   1.00026856  =   1.00024081
 MC1722
 MC1722                          SUPERSEDED SURVEY CONTROL
 MC1722
 MC1722  ELLIP H (04/01/98)  176.91   (m)                       GP(       ) 4 1
 MC1722  NAD 83(1995)-  41 43 21.22221(N)    083 48 07.50676(W) AD(       ) 1
 MC1722  NAD 83(1986)-  41 43 21.23256(N)    083 48 07.52043(W) AD(       ) 1
 MC1722
 MC1722.Superseded values are not recommended for survey control.
 MC1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1722.See file dsdata.txt to determine how the superseded data were derived.
 MC1722
 MC1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6692222768(NAD 83)
 MC1722_MARKER: DU = BOUNDARY MARKER
 MC1722_SETTING: 0 = UNSPECIFIED SETTING
 MC1722_MARK LOGO: OHMI  
 MC1722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1722+STABILITY: SURFACE MOTION
 MC1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1722+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 MC1722
 MC1722  HISTORY     - Date     Condition        Report By
 MC1722  HISTORY     - 1915     MONUMENTED       OHMI
 MC1722  HISTORY     - 19930323 GOOD             GEOMET
 MC1722  HISTORY     - 20040627 GOOD             USPSQD
 MC1722
 MC1722                          STATION DESCRIPTION
 MC1722
 MC1722'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 MC1722'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 2.0 MILES EAST OF
 MC1722'THE VILLAGE OF BERKEY.
 MC1722'TO REACH THE STATION FROM THE INTERSECTION OF BERKEY-SOUTHERN ROAD
 MC1722'(STATE ROUTE 295) AND SYLVANIA-METAMORA ROAD PROCEED EAST ALONG
 MC1722'SYLVANIA-METAMORA ROAD 2.2 MILES TO ITS INTERSECTION WITH GIBBS ROAD.
 MC1722'TURN LEFT AND PROCEED NORTH ALONG GIBBS ROAD 0.5 MILES TO THE
 MC1722'STATION NORTH OF A HIGH TENSION TOWER.  THE STATION IS LOCATED ON THE
 MC1722'MICHIGAN/OHIO STATE LINE AND THE LENAWEE/LUCAS COUNTY LINE.
 MC1722'THE STATION IS AN 8 INCH BY 10 INCH MICHIGAN/OHIO STATE LINE GRANITE
 MC1722'MONUMENT WITH POST 50 INSCRIBED ON THE WEST OF THE MONUMENT
 MC1722'PROJECTING 1.4 FEET WITH A DRILL HOLE IN THE TOP.
 MC1722'THE STATION IS 38.2 FEET SOUTHEAST FROM AN EIGHT INCH TREE, 144.9 FEET
 MC1722'NORTHEAST FROM THE NORTHEAST LEG OF A HIGH TENSION TOWER, AND 160.0
 MC1722'FEET NORTHEAST FROM THE SOUTHEAST LEG OF A HIGH TENSION TOWER.
 MC1722
 MC1722                          STATION RECOVERY (2004)
 MC1722
 MC1722'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1706 ***********************************************************************
 MC1706  DESIGNATION -  BOUNDARY POST 52 MI OH
 MC1706  PID         -  MC1706
 MC1706  STATE/COUNTY-  OH/LUCAS
 MC1706  USGS QUAD   -  BERKEY (1982)
 MC1706
 MC1706                         *CURRENT SURVEY CONTROL
 MC1706  ___________________________________________________________________
 MC1706* NAD 83(1995)-  41 43 24.96167(N)    083 45 47.07464(W)     ADJUSTED  
 MC1706* NAVD 88     -       209.2    (meters)     686.     (feet)  GPS OBS   
 MC1706  ___________________________________________________________________
 MC1706  X           -     517,953.823 (meters)                     COMP
 MC1706  Y           -  -4,739,397.241 (meters)                     COMP
 MC1706  Z           -   4,222,855.789 (meters)                     COMP
 MC1706  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 MC1706  ELLIP HEIGHT-         174.08  (meters)          (10/07/05) GPS OBS
 MC1706  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC1706
 MC1706  HORZ ORDER  -  FIRST
 MC1706  ELLP ORDER  -  FOURTH    CLASS I
 MC1706
 MC1706.The horizontal coordinates were established by GPS observations
 MC1706.and adjusted by the National Geodetic Survey in April 1998..
 MC1706
 MC1706.The orthometric height was determined by GPS observations and a
 MC1706.high-resolution geoid model.
 MC1706
 MC1706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1706
 MC1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1706
 MC1706.The ellipsoidal height was determined by GPS observations
 MC1706.and is referenced to NAD 83.
 MC1706
 MC1706.The geoid height was determined by GEOID03.
 MC1706
 MC1706;                    North         East     Units Scale Factor Converg.
 MC1706;SPC OH N     -   229,182.541   494,904.719   MT  1.00000464   -0 49 47.2
 MC1706;UTM  17      - 4,622,778.398   270,170.680   MT  1.00025005   -1 50 23.0
 MC1706
 MC1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1706!SPC OH N     -   0.99997270  x   1.00000464  =   0.99997734
 MC1706!UTM  17      -   0.99997270  x   1.00025005  =   1.00022274
 MC1706
 MC1706                          SUPERSEDED SURVEY CONTROL
 MC1706
 MC1706  ELLIP H (04/01/98)  174.13   (m)                       GP(       ) 4 1
 MC1706  NAD 83(1995)-  41 43 24.96162(N)    083 45 47.07455(W) AD(       ) 1
 MC1706  NAD 83(1986)-  41 43 24.97194(N)    083 45 47.08871(W) AD(       ) 1
 MC1706
 MC1706.Superseded values are not recommended for survey control.
 MC1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1706.See file dsdata.txt to determine how the superseded data were derived.
 MC1706
 MC1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7017122778(NAD 83)
 MC1706_MARKER: DU = BOUNDARY MARKER
 MC1706_SETTING: 0 = UNSPECIFIED SETTING
 MC1706_MARK LOGO: OHMI  
 MC1706_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1706+STABILITY: SURFACE MOTION
 MC1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1706+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 MC1706
 MC1706  HISTORY     - Date     Condition        Report By
 MC1706  HISTORY     - 1915     MONUMENTED       OHMI
 MC1706  HISTORY     - 19930709 GOOD             PLSO
 MC1706  HISTORY     - 20040627 GOOD             USPSQD
 MC1706
 MC1706                          STATION DESCRIPTION
 MC1706
 MC1706'DESCRIBED BY LAND SURV OF OH 1993
 MC1706'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1706'LOCATED ABOUT 54 MI (86.9 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MC1706'13 MILES (20.9 KM) WEST-NORTHWEST OF TOLEDO, 4 MI (6.4 KM) EAST OF
 MC1706'BERKEY, 8.8 FT (2.7 M) EAST OF THE EDGE OF PAVEMENT OF MITCHAW ROAD,
 MC1706'49.6 FT (15.1 M) SOUTHEAST OF A CROSSCUT ON A SQUARE IRON PIN IN THE
 MC1706'ROAD NEAR THE SECTION LINE, 21.35 FT (6.51 M) EAST OF ANOTHER
 MC1706'CROSSCUT ON SQUARE IRON PIN IN THE ROAD, 2.5 FT (0.8 M) SOUTH OF A
 MC1706'--LENAWEE COUNTY--SIGN, AND 2.1 FT (0.6 M) NORTHWEST OF A TELEPHONE
 MC1706'JUNCTION BOX. IT IS A GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT
 MC1706'(25.30 CM) SQUARE, PROJECTING 1.7 FT (0.5 M) . THE TOP IS MARKED BY A
 MC1706'DRILL HOLE IN A 0.33 FT (10.06 CM) LONG GROOVE. IT IS INSCRIBED ON
 MC1706'ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON
 MC1706'THE NORTH SIDE,--POST 52--ON THE WEST SIDE, AND--STATE LINE--ON THE
 MC1706'EAST SIDE. THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN,
 MC1706'PROVIDES THE FOLLOWING ADDITIONAL INFORMATION. THE GRANITE MONUMENT
 MC1706'IS 5.5 FT (1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT
 MC1706'(0.6 M) SQUARE AND 1.0 FT (0.3 M) DEEP.
 MC1706'TO REACH FROM BERKEY, GO EAST 4.0 MI (6.4 KM) ON SYLVANIA METAMORA
 MC1706'ROAD, TURN LEFT AND GO 0.5 MI (0.8 KM) NORTH ON MITCHAW ROAD TO THE
 MC1706'STATION ON THE RIGHT.
 MC1706
 MC1706                          STATION RECOVERY (2004)
 MC1706
 MC1706'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC1706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1707 ***********************************************************************
 MC1707  DESIGNATION -  BOUNDARY POST 53 MI OH
 MC1707  PID         -  MC1707
 MC1707  STATE/COUNTY-  OH/LUCAS
 MC1707  USGS QUAD   -  SYLVANIA (1980)
 MC1707
 MC1707                         *CURRENT SURVEY CONTROL
 MC1707  ___________________________________________________________________
 MC1707* NAD 83(1995)-  41 43 26.86081(N)    083 44 39.94816(W)     ADJUSTED  
 MC1707* NAVD 88     -       207.4    (meters)     680.     (feet)  GPS OBS   
 MC1707  ___________________________________________________________________
 MC1707  X           -     519,491.775 (meters)                     COMP
 MC1707  Y           -  -4,739,188.268 (meters)                     COMP
 MC1707  Z           -   4,222,898.270 (meters)                     COMP
 MC1707  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 MC1707  ELLIP HEIGHT-         172.20  (meters)          (10/07/05) GPS OBS
 MC1707  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC1707
 MC1707  HORZ ORDER  -  FIRST
 MC1707  ELLP ORDER  -  FOURTH    CLASS I
 MC1707
 MC1707.The horizontal coordinates were established by GPS observations
 MC1707.and adjusted by the National Geodetic Survey in April 1998..
 MC1707
 MC1707.The orthometric height was determined by GPS observations and a
 MC1707.high-resolution geoid model.
 MC1707
 MC1707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1707
 MC1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1707
 MC1707.The ellipsoidal height was determined by GPS observations
 MC1707.and is referenced to NAD 83.
 MC1707
 MC1707.The geoid height was determined by GEOID03.
 MC1707
 MC1707;                    North         East     Units Scale Factor Converg.
 MC1707;SPC OH N     -   229,218.825   496,456.925   MT  1.00000474   -0 49 03.1
 MC1707;SPC MI S     -    25,088.068 4,051,780.077   MT  1.00011013   +0 25 24.4
 MC1707;SPC MI S     -    82,309.93 13,293,241.72   iFT  1.00011013   +0 25 24.4
 MC1707;UTM  17      - 4,622,787.321   271,723.658   MT  1.00024130   -1 49 38.4
 MC1707
 MC1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1707!SPC OH N     -   0.99997299  x   1.00000474  =   0.99997773
 MC1707!SPC MI S     -   0.99997299  x   1.00011013  =   1.00008312
 MC1707!UTM  17      -   0.99997299  x   1.00024130  =   1.00021429
 MC1707
 MC1707                          SUPERSEDED SURVEY CONTROL
 MC1707
 MC1707  ELLIP H (04/01/98)  172.24   (m)                       GP(       ) 4 1
 MC1707  NAD 83(1995)-  41 43 26.86076(N)    083 44 39.94808(W) AD(       ) 1
 MC1707  NAD 83(1986)-  41 43 26.87132(N)    083 44 39.96238(W) AD(       ) 1
 MC1707
 MC1707.Superseded values are not recommended for survey control.
 MC1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1707.See file dsdata.txt to determine how the superseded data were derived.
 MC1707
 MC1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7172422787(NAD 83)
 MC1707_MARKER: DD = SURVEY DISK
 MC1707_SETTING: 0 = UNSPECIFIED SETTING
 MC1707_STAMPING: MICH POST 53 OHIO
 MC1707_MARK LOGO: OHMI  
 MC1707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1707+STABILITY: SURFACE MOTION
 MC1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1707+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 MC1707
 MC1707  HISTORY     - Date     Condition        Report By
 MC1707  HISTORY     - 1915     MONUMENTED       OHMI
 MC1707  HISTORY     - 19930709 GOOD             PLSO
 MC1707  HISTORY     - 19930923 GOOD             GEOMET
 MC1707  HISTORY     - 20040627 MARK NOT FOUND   USPSQD
 MC1707
 MC1707                          STATION DESCRIPTION
 MC1707
 MC1707'DESCRIBED BY LAND SURV OF OH 1993
 MC1707'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1707'LOCATED ABOUT 55 MI (88.5 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MC1707'12 MILES (19.3 KM) WEST-NORTHWEST OF TOLEDO, 5 MI (8.0 KM) EAST OF
 MC1707'BERKEY, ACROSS THE ROAD FROM A GOLF COURSE, 23.45 FT (7.15 M) WEST OF
 MC1707'THE SOUTHERN OF TWO MONUMENT BOXES IN THE CENTER OF CENTENNIAL ROAD,
 MC1707'5.25 FT (1.60 M) EAST OF A LUCAS COUNTY BM WITH THE TOP BROKEN OFF,
 MC1707'AND AT THE NORTH EDGE OF A GRAVEL DRIVE LEADING TO A FARM FIELD.  IT
 MC1707'IS AN ALUMINUM DISK ON TOP OF AN IRON BAR CEMENTED IN TOP OF A
 MC1707'GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, FLUSH
 MC1707'WITH GROUND. THIS IS THE ORIGINAL BOUNDARY MONUMENT WITH THE TOP 1.5
 MC1707'FT (0.5 M) BROKEN OFF.  THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY
 MC1707'C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL INFORMATION.  THE
 MC1707'GRANITE MONUMENT WAS 5.5 FT (1.7 M) LONG WITH THE BASE SET IN A BED
 MC1707'OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT (0.3 M) DEEP.
 MC1707'TO REACH FROM BERKEY, GO EAST 5.0 MI (8.0 KM) ON SYLVANIA METAMORA
 MC1707'ROAD, TURN LEFT AND GO 0.5 MI (0.8 KM) NORTH ON CENTENNIAL ROAD TO
 MC1707'THE STATION ON THE LEFT.
 MC1707
 MC1707                          STATION RECOVERY (1993)
 MC1707
 MC1707'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 MC1707'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO AT THE WEST EDGE OF THE
 MC1707'CITY OF SYLVANIA.
 MC1707'TO REACH THE STATION FROM THE ERIE STREET ENTRANCE TO THE HIGHLAND
 MC1707'MEADOWS COUNTRY CLUB PROCEED WEST ALONG ERIE STREET 1.15 MILES TO ITS
 MC1707'INTERSECTION WITH CENTENNIAL ROAD. TURN RIGHT AND PROCEED NORTH ALONG
 MC1707'CENTENNIAL ROAD 0.5 MILES TO THE MICHIGAN/OHIO STATE LINE AND THE
 MC1707'STATION ON THE LEFT.
 MC1707'THE STATION IS A 2 INCH ALUMINUM DISK SET 0.1 FEET BELOW THE GROUND
 MC1707'SURFACE IN A BROKEN 8 INCH BY 10 INCH GRANITE BOUNDARY MONUMENT. THE
 MC1707'DISK IS STAMPED --POST 53--.
 MC1707'THE STATION IS 23.6 FEET SOUTHWEST FROM THE CENTER OF A MONUMENT BOX,
 MC1707'23.3 FEET WEST FROM THE CENTER OF A MONUMENT BOX, AND 66.0 FEET
 MC1707'NORTHWEST FROM THE TOP CENTER OF A HYDRANT, AND 60.9 FEET NORTHWEST
 MC1707'FROM A NAIL AND SHINER IN A LIGHT/TELEPHONE POLE LOCATED EAST OF
 MC1707'CENTENNIAL ROAD.
 MC1707
 MC1707                          STATION RECOVERY (2004)
 MC1707
 MC1707'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC1707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1708 ***********************************************************************
 MC1708  DESIGNATION -  BOUNDARY POST 55 MI OH
 MC1708  PID         -  MC1708
 MC1708  STATE/COUNTY-  OH/LUCAS
 MC1708  USGS QUAD   -  SYLVANIA (1980)
 MC1708
 MC1708                         *CURRENT SURVEY CONTROL
 MC1708  ___________________________________________________________________
 MC1708* NAD 83(1995)-  41 43 31.43316(N)    083 42 16.88842(W)     ADJUSTED  
 MC1708* NAVD 88     -       203.6    (meters)     668.     (feet)  GPS OBS   
 MC1708  ___________________________________________________________________
 MC1708  X           -     522,768.022 (meters)                     COMP
 MC1708  Y           -  -4,738,730.724 (meters)                     COMP
 MC1708  Z           -   4,223,001.069 (meters)                     COMP
 MC1708  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 MC1708  ELLIP HEIGHT-         168.46  (meters)          (10/07/05) GPS OBS
 MC1708  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1708
 MC1708  HORZ ORDER  -  FIRST
 MC1708  ELLP ORDER  -  FOURTH    CLASS I
 MC1708
 MC1708.The horizontal coordinates were established by GPS observations
 MC1708.and adjusted by the National Geodetic Survey in April 1998..
 MC1708
 MC1708.The orthometric height was determined by GPS observations and a
 MC1708.high-resolution geoid model.
 MC1708
 MC1708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1708
 MC1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1708
 MC1708.The ellipsoidal height was determined by GPS observations
 MC1708.and is referenced to NAD 83.
 MC1708
 MC1708.The geoid height was determined by GEOID03.
 MC1708
 MC1708;                    North         East     Units Scale Factor Converg.
 MC1708;SPC OH N     -   229,313.454   499,765.137   MT  1.00000500   -0 47 29.1
 MC1708;SPC MI S     -    25,254.366 4,055,085.809   MT  1.00010969   +0 27 01.8
 MC1708;SPC MI S     -    82,855.53 13,304,087.30   iFT  1.00010969   +0 27 01.8
 MC1708;UTM  17      - 4,622,823.651   275,033.775   MT  1.00022283   -1 48 03.2
 MC1708
 MC1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1708!SPC OH N     -   0.99997358  x   1.00000500  =   0.99997858
 MC1708!SPC MI S     -   0.99997358  x   1.00010969  =   1.00008327
 MC1708!UTM  17      -   0.99997358  x   1.00022283  =   1.00019640
 MC1708
 MC1708|---------------------------------------------------------------------|
 MC1708| PID    Reference Object                     Distance      Geod. Az  |
 MC1708|                                                           dddmmss.s |
 MC1708| MC1709 BOUNDARY POST 56 MI OH              270.858 METERS 08528     |
 MC1708|---------------------------------------------------------------------|
 MC1708
 MC1708                          SUPERSEDED SURVEY CONTROL
 MC1708
 MC1708  ELLIP H (04/01/98)  168.50   (m)                       GP(       ) 4 1
 MC1708  NAD 83(1995)-  41 43 31.43312(N)    083 42 16.88836(W) AD(       ) 1
 MC1708  NAD 83(1986)-  41 43 31.44429(N)    083 42 16.90310(W) AD(       ) 1
 MC1708
 MC1708.Superseded values are not recommended for survey control.
 MC1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1708.See file dsdata.txt to determine how the superseded data were derived.
 MC1708
 MC1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7503422824(NAD 83)
 MC1708_MARKER: DU = BOUNDARY MARKER
 MC1708_SETTING: 0 = UNSPECIFIED SETTING
 MC1708_MARK LOGO: OHMI  
 MC1708_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1708+STABILITY: SURFACE MOTION
 MC1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1708+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2004
 MC1708
 MC1708  HISTORY     - Date     Condition        Report By
 MC1708  HISTORY     - 1915     MONUMENTED       OHMI
 MC1708  HISTORY     - 19930709 GOOD             PLSO
 MC1708  HISTORY     - 20040626 GOOD             USPSQD
 MC1708
 MC1708                          STATION DESCRIPTION
 MC1708
 MC1708'DESCRIBED BY LAND SURV OF OH 1993
 MC1708'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1708'LOCATED ABOUT 57 MI (91.7 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MC1708'10 MILES (16.1 KM) NORTHWEST OF TOLEDO, AT SYLVANIA, 0.8 MI (1.3 KM)
 MC1708'WEST OF US HIGHWAY 23, AT THE NORTHWEST CORNER OF BACK YARD AT 6616
 MC1708'COUNTRY PLACE ROAD (L. R. GRABER RESIDENCE), 139.9 FT (42.6 M) NORTH
 MC1708'OF 0.33 FT (10.06 CM) SQUARE CONCRETE POST AT NORTHWEST CORNER OF A
 MC1708'BRICK HOUSE, AND 78.3 FT (23.9 M) SOUTHWEST OF SOUTHWEST CORNER OF A
 MC1708'BRICK SWIMMING POOL MAINTENANCE SHED. IT IS A GRANITE POST, 0.67 FT
 MC1708'(20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, PROJECTING 1.6 FT (0.5 M) .
 MC1708'THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT (10.06 CM) LONG
 MC1708'GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE
 MC1708'SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 55--ON THE WEST SIDE,
 MC1708'AND--STATE LINE--ON THE EAST SIDE. THE OHIO-MICHIGAN BOUNDARY REPORT,
 MC1708'1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL
 MC1708'INFORMATION. THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE
 MC1708'BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT
 MC1708'(0.3 M) DEEP.
 MC1708'TO REACH FROM THE JUNCTION OF US HIGHWAY 23 AND MONROE STREET
 MC1708'(INTERCHANGE 15) AT SYLVANIA, GO 0.7 MI (1.1 KM) WEST ON MONROE
 MC1708'STREET, TURN RIGHT AND GO 0.6 MI (1.0 KM) NORTH ON SUMMIT STREET,
 MC1708'TURN LEFT AND GO WEST 0.15 MI (0.24 KM) TO THE END OF COUNTRY PLACE
 MC1708'ROAD AND HOUSE NUMBER 6616 ON THE RIGHT.  THE STATION IS 300 FT
 MC1708'(91.4 M) NORTH OF THE ROAD AT THE NORTHWEST FENCE CORNER.
 MC1708
 MC1708                          STATION RECOVERY (2004)
 MC1708
 MC1708'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC1708'GPS IN NAD 83 MODE AND 3D DIFFERENTIAL MODE READ
 MC1708'N41DEG 43MIN 31.44SEC W083DEG 42MIN 16.86SEC.
 MC1708' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1709 ***********************************************************************
 MC1709  DESIGNATION -  BOUNDARY POST 56 MI OH
 MC1709  PID         -  MC1709
 MC1709  STATE/COUNTY-  OH/LUCAS
 MC1709  USGS QUAD   -  SYLVANIA (1980)
 MC1709
 MC1709                         *CURRENT SURVEY CONTROL
 MC1709  ___________________________________________________________________
 MC1709* NAD 83(1995)-  41 43 32.12646(N)    083 42 05.20603(W)     ADJUSTED  
 MC1709* NAVD 88     -       201.9    (meters)     662.     (feet)  GPS OBS   
 MC1709  ___________________________________________________________________
 MC1709  X           -     523,034.706 (meters)                     COMP
 MC1709  Y           -  -4,738,685.644 (meters)                     COMP
 MC1709  Z           -   4,223,015.856 (meters)                     COMP
 MC1709  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 MC1709  ELLIP HEIGHT-         166.69  (meters)          (10/07/05) GPS OBS
 MC1709  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1709
 MC1709  HORZ ORDER  -  FIRST
 MC1709  ELLP ORDER  -  FOURTH    CLASS I
 MC1709
 MC1709.The horizontal coordinates were established by GPS observations
 MC1709.and adjusted by the National Geodetic Survey in April 1998..
 MC1709
 MC1709.The orthometric height was determined by GPS observations and a
 MC1709.high-resolution geoid model.
 MC1709
 MC1709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1709
 MC1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1709
 MC1709.The ellipsoidal height was determined by GPS observations
 MC1709.and is referenced to NAD 83.
 MC1709
 MC1709.The geoid height was determined by GEOID03.
 MC1709
 MC1709;                    North         East     Units Scale Factor Converg.
 MC1709;SPC OH N     -   229,331.117   500,035.419   MT  1.00000503   -0 47 21.4
 MC1709;SPC MI S     -    25,277.886 4,055,355.674   MT  1.00010962   +0 27 09.7
 MC1709;SPC MI S     -    82,932.70 13,304,972.68   iFT  1.00010962   +0 27 09.7
 MC1709;UTM  17      - 4,622,836.553   275,304.386   MT  1.00022133   -1 47 55.4
 MC1709
 MC1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1709!SPC OH N     -   0.99997386  x   1.00000503  =   0.99997889
 MC1709!SPC MI S     -   0.99997386  x   1.00010962  =   1.00008347
 MC1709!UTM  17      -   0.99997386  x   1.00022133  =   1.00019518
 MC1709
 MC1709|---------------------------------------------------------------------|
 MC1709| PID    Reference Object                     Distance      Geod. Az  |
 MC1709|                                                           dddmmss.s |
 MC1709| MC1708 BOUNDARY POST 55 MI OH              270.858 METERS 26528     |
 MC1709|---------------------------------------------------------------------|
 MC1709
 MC1709                          SUPERSEDED SURVEY CONTROL
 MC1709
 MC1709  ELLIP H (04/01/98)  166.73   (m)                       GP(       ) 4 1
 MC1709  NAD 83(1995)-  41 43 32.12642(N)    083 42 05.20598(W) AD(       ) 1
 MC1709  NAD 83(1986)-  41 43 32.13769(N)    083 42 05.22088(W) AD(       ) 1
 MC1709
 MC1709.Superseded values are not recommended for survey control.
 MC1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1709.See file dsdata.txt to determine how the superseded data were derived.
 MC1709
 MC1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7530422837(NAD 83)
 MC1709_MARKER: DU = BOUNDARY MARKER
 MC1709_SETTING: 0 = UNSPECIFIED SETTING
 MC1709_MARK LOGO: OHMI  
 MC1709_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1709+STABILITY: SURFACE MOTION
 MC1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1709+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MC1709
 MC1709  HISTORY     - Date     Condition        Report By
 MC1709  HISTORY     - 1915     MONUMENTED       OHMI
 MC1709  HISTORY     - 19930709 GOOD             PLSO
 MC1709  HISTORY     - 20040626 POOR             USPSQD
 MC1709
 MC1709                          STATION DESCRIPTION
 MC1709
 MC1709'DESCRIBED BY LAND SURV OF OH 1993
 MC1709'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1709'LOCATED 10 MILES (16.1 KM) NORTHWEST OF TOLEDO, AT SYLVANIA, 0.6 MI
 MC1709'(1.0 KM) WEST OF US HIGHWAY 23, 0.4 MI (0.6 KM) SOUTH OF YANKEE ROAD,
 MC1709'ON THE EAST SIDE OF SUMMIT STREET AT A CURVE.  IT IS 18.50 FT
 MC1709'(5.64 M) EAST OF AN IRON PIN IN CONCRETE AT THE CENTER OF SUMMIT
 MC1709'STREET, 48.3 FT (14.7 M) NORTHEAST AND ACROSS THE ROAD FROM TELEPHONE
 MC1709'POLE NUMBER 6200, 38.8 FT (11.8 M) NORTHEAST OF A SANITARY SEWER
 MC1709'MANHOLE, 4.8 FT (1.5 M) EAST OF THE EAST EDGE OF THE BERM, AND 4.21
 MC1709'FT (1.28 M) WEST OF LUCAS COUNTY BM 17. IT IS A GRANITE POST, 0.67 FT
 MC1709'(20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, PROJECTING 1.6 FT (0.5 M) .
 MC1709'THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT (10.06 CM) LONG
 MC1709'GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE
 MC1709'SOUTH SIDE,--M CHIGAN--ON THE NORTH SIDE (THE--I--IS MISSING),--POST
 MC1709'56--ON THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE
 MC1709'OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE
 MC1709'FOLLOWING ADDITIONAL INFORMATION. THE GRANITE MONUMENT IS 5.5 FT
 MC1709'(1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M)
 MC1709'SQUARE AND 1.0 FT (0.3 M) DEEP.
 MC1709'TO REACH FROM THE JUNCTION OF US HIGHWAY 23 AND MONROE STREET
 MC1709'(INTERCHANGE 15) AT SYLVANIA, GO 0.7 MI (1.1 KM) WEST ON MONROE
 MC1709'STREET, TURN RIGHT AND GO 0.7 MI (1.1 KM) NORTH ON SUMMIT STREET TO
 MC1709'THE STATION ON THE RIGHT.
 MC1709
 MC1709                          STATION RECOVERY (2004)
 MC1709
 MC1709'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC1709'GPS IN NAD 83 MODE AND 3D DIFFERENTIAL MODE READ
 MC1709'N41DEG 43MIN 32.34SEC W083DEG 42MIN 05.28SEC.
 MC1709' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD2012 ***********************************************************************
 MD2012  DESIGNATION -  BOUNDARY POST 6 MI OH
 MD2012  PID         -  MD2012
 MD2012  STATE/COUNTY-  OH/WILLIAMS
 MD2012  USGS QUAD   -  NETTLE LAKE (1977)
 MD2012
 MD2012                         *CURRENT SURVEY CONTROL
 MD2012  ___________________________________________________________________
 MD2012* NAD 83(1995)-  41 42 00.50988(N)    084 40 12.32119(W)     ADJUSTED  
 MD2012* NAVD 88     -       291.1    (meters)     955.     (feet)  GPS OBS   
 MD2012  ___________________________________________________________________
 MD2012  X           -     443,032.516 (meters)                     COMP
 MD2012  Y           -  -4,748,790.699 (meters)                     COMP
 MD2012  Z           -   4,220,966.209 (meters)                     COMP
 MD2012  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 MD2012  ELLIP HEIGHT-         257.50  (meters)          (10/07/05) GPS OBS
 MD2012  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MD2012
 MD2012  HORZ ORDER  -  FIRST
 MD2012  ELLP ORDER  -  FOURTH    CLASS I
 MD2012
 MD2012.The horizontal coordinates were established by GPS observations
 MD2012.and adjusted by the National Geodetic Survey in April 1998..
 MD2012
 MD2012.The orthometric height was determined by GPS observations and a
 MD2012.high-resolution geoid model.
 MD2012
 MD2012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD2012
 MD2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD2012
 MD2012.The ellipsoidal height was determined by GPS observations
 MD2012.and is referenced to NAD 83.
 MD2012
 MD2012.The geoid height was determined by GEOID03.
 MD2012
 MD2012;                    North         East     Units Scale Factor Converg.
 MD2012;SPC OH N     -   228,063.167   419,383.472   MT  1.00000003   -1 25 32.3
 MD2012;SPC MI S     -    22,277.824 3,974,740.595   MT  1.00011859   -0 12 23.4
 MD2012;SPC MI S     -    73,089.97 13,040,487.52   iFT  1.00011859   -0 12 23.4
 MD2012;UTM  16      - 4,619,107.126   693,867.147   MT  1.00006253   +1 33 01.5
 MD2012
 MD2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD2012!SPC OH N     -   0.99995961  x   1.00000003  =   0.99995964
 MD2012!SPC MI S     -   0.99995961  x   1.00011859  =   1.00007820
 MD2012!UTM  16      -   0.99995961  x   1.00006253  =   1.00002214
 MD2012
 MD2012                          SUPERSEDED SURVEY CONTROL
 MD2012
 MD2012  ELLIP H (04/01/98)  257.55   (m)                       GP(       ) 4 1
 MD2012  NAD 83(1995)-  41 42 00.50990(N)    084 40 12.32120(W) AD(       ) 1
 MD2012  NAD 83(1986)-  41 42 00.51394(N)    084 40 12.33666(W) AD(       ) 1
 MD2012
 MD2012.Superseded values are not recommended for survey control.
 MD2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD2012.See file dsdata.txt to determine how the superseded data were derived.
 MD2012
 MD2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM9386719107(NAD 83)
 MD2012_MARKER: DU = BOUNDARY MARKER
 MD2012_SETTING: 0 = UNSPECIFIED SETTING
 MD2012_MARK LOGO: OHMI  
 MD2012_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD2012+STABILITY: SURFACE MOTION
 MD2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD2012+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MD2012
 MD2012  HISTORY     - Date     Condition        Report By
 MD2012  HISTORY     - 1915     MONUMENTED       OHMI
 MD2012  HISTORY     - 19930709 GOOD             PLSO
 MD2012
 MD2012                          STATION DESCRIPTION
 MD2012
 MD2012'DESCRIBED BY LAND SURV OF OH 1993
 MD2012'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD2012'LOCATED ABOUT 7 MI (11.3 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 6
 MD2012'MI (9.7 KM) WEST-NORTHWEST OF PIONEER, 2190 FT (667.5 M) NORTH OF
 MD2012'WILLIAMS COUNTY ROAD S, 19.0 FT (5.8 M) EAST OF THE C/L OF WILLIAMS
 MD2012'COUNTY ROAD 8 WHERE THE PAVEMENT ENDS, 11.5 FT (3.5 M) WEST OF AN OLD
 MD2012'FENCE POST IN A FENCE LINE EAST.  IT IS A GRANITE POST, 0.67 FT
 MD2012'(20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, PROJECTING 1.4 FT (0.4 M) .
 MD2012'THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT (10.06 CM) LONG
 MD2012'GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE
 MD2012'SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 6--ON THE WEST SIDE,
 MD2012'AND--STATE LINE--ON THE EAST SIDE.  THE OHIO-MICHIGAN BOUNDARY
 MD2012'REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL
 MD2012'INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE
 MD2012'BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT
 MD2012'(0.3 M) DEEP.
 MD2012'TO REACH FROM PIONEER, GO 1.0 MI (1.6 KM) NORTH ON STATE ROUTE 15,
 MD2012'TURN LEFT AND GO 6.0 MI (9.7 KM) WEST ON COUNTY ROAD S, TURN RIGHT
 MD2012'AND GO NORTH ON COUNTY ROAD 8 FOR 0.41 MI (0.66 KM) TO THE STATION ON
 MD2012'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1710 ***********************************************************************
 MC1710  DESIGNATION -  BOUNDARY POST 61 MI OH
 MC1710  PID         -  MC1710
 MC1710  STATE/COUNTY-  OH/LUCAS
 MC1710  USGS QUAD   -  TOLEDO (1980)
 MC1710
 MC1710                         *CURRENT SURVEY CONTROL
 MC1710  ___________________________________________________________________
 MC1710* NAD 83(1995)-  41 43 44.14465(N)    083 36 19.14448(W)     ADJUSTED  
 MC1710* NAVD 88     -       191.6    (meters)     629.     (feet)  GPS OBS   
 MC1710  ___________________________________________________________________
 MC1710  X           -     530,955.966 (meters)                     COMP
 MC1710  Y           -  -4,737,548.514 (meters)                     COMP
 MC1710  Z           -   4,223,285.701 (meters)                     COMP
 MC1710  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MC1710  ELLIP HEIGHT-         156.34  (meters)          (10/07/05) GPS OBS
 MC1710  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC1710
 MC1710  HORZ ORDER  -  FIRST
 MC1710  ELLP ORDER  -  FOURTH    CLASS I
 MC1710
 MC1710.The horizontal coordinates were established by GPS observations
 MC1710.and adjusted by the National Geodetic Survey in April 1998..
 MC1710
 MC1710.The orthometric height was determined by GPS observations and a
 MC1710.high-resolution geoid model.
 MC1710
 MC1710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1710
 MC1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1710
 MC1710.The ellipsoidal height was determined by GPS observations
 MC1710.and is referenced to NAD 83.
 MC1710
 MC1710.The geoid height was determined by GEOID03.
 MC1710
 MC1710;                    North         East     Units Scale Factor Converg.
 MC1710;SPC OH N     -   229,596.104   508,037.880   MT  1.00000571   -0 43 34.1
 MC1710;SPC MI S     -    25,716.469 4,063,351.330   MT  1.00010846   +0 31 05.2
 MC1710;SPC MI S     -    84,371.62 13,331,205.15   iFT  1.00010846   +0 31 05.2
 MC1710;UTM  17      - 4,622,960.596   283,311.826   MT  1.00017783   -1 44 05.3
 MC1710
 MC1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1710!SPC OH N     -   0.99997548  x   1.00000571  =   0.99998119
 MC1710!SPC MI S     -   0.99997548  x   1.00010846  =   1.00008394
 MC1710!UTM  17      -   0.99997548  x   1.00017783  =   1.00015330
 MC1710
 MC1710                          SUPERSEDED SURVEY CONTROL
 MC1710
 MC1710  ELLIP H (04/01/98)  156.38   (m)                       GP(       ) 4 1
 MC1710  NAD 83(1995)-  41 43 44.14463(N)    083 36 19.14446(W) AD(       ) 1
 MC1710  NAD 83(1986)-  41 43 44.15650(N)    083 36 19.15996(W) AD(       ) 1
 MC1710
 MC1710.Superseded values are not recommended for survey control.
 MC1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1710.See file dsdata.txt to determine how the superseded data were derived.
 MC1710
 MC1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8331222961(NAD 83)
 MC1710_MARKER: DD = SURVEY DISK
 MC1710_SETTING: 0 = UNSPECIFIED SETTING
 MC1710_STAMPING: MICH POST 61 OHIO
 MC1710_MARK LOGO: OHMI  
 MC1710_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1710+STABILITY: SURFACE MOTION
 MC1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1710+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 MC1710
 MC1710  HISTORY     - Date     Condition        Report By
 MC1710  HISTORY     - 1915     MONUMENTED       OHMI
 MC1710  HISTORY     - 19930709 GOOD             PLSO
 MC1710  HISTORY     - 20040627 GOOD             USPSQD
 MC1710
 MC1710                          STATION DESCRIPTION
 MC1710
 MC1710'DESCRIBED BY LAND SURV OF OH 1993
 MC1710'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1710'LOCATED 7 MILES (11.3 KM) NORTHWEST OF TOLEDO, 5 MI (8.0 KM) EAST OF
 MC1710'SYLVANIA, ON THE EAST SIDE OF DOUGLAS ROAD, 150 FT (45.7 M) NORTH OF
 MC1710'HIDDEN BROOK DRIVE. IT IS 24.83 FT (7.57 M) EAST OF AN IRON PIN IN
 MC1710'CONCRETE AT THE CENTER OF DOUGLAS ROAD, 25.30 FT (7.71 M) WEST OF AN
 MC1710'IRON PIN IN A CONCRETE POST AT A FENCE AND SUBDIVISION CORNER, 99.14
 MC1710'FT (30.22 M) SOUTH OF A FIRE HYDRANT, 2.5 FT (0.8 M) WEST-NORTHWEST
 MC1710'OF A CONCRETE PIPE, AND 3.5 FT (1.1 M) SOUTHWEST OF A FIBERGLASS
 MC1710'WITNESS POST.  IT IS AN ALUMINUM DISK ON TOP OF AN IRON BAR CEMENTED
 MC1710'IN TOP OF A GRANITE MONUMENT 1.0 FT (0.3 M) BY 0.75 FT (22.86 CM)
 MC1710'SQUARE. THIS IS THE ORIGINAL BOUNDARY MONUMENT WITH THE TOP 1.5 FT
 MC1710'(0.5 M) BROKEN OFF.  THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C.
 MC1710'E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL INFORMATION. THE
 MC1710'GRANITE MONUMENT WAS 5.5 FT (1.7 M) LONG WITH THE BASE SET IN A BED
 MC1710'OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT (0.3 M) DEEP.
 MC1710'TO REACH FROM INTERCHANGE 15 OF US HIGHWAY 23 AT THE JUNCTION WITH
 MC1710'STATE ROUTE 184 (ALEXIS ROAD), AT SYLVANIA, GO 4.3 MI (6.9 KM) EAST
 MC1710'ON ROUTE 184, TURN LEFT AND GO 0.5 MI (0.8 KM) NORTH ON DOUGLAS ROAD
 MC1710'TO THE STATION ON THE RIGHT.
 MC1710
 MC1710                          STATION RECOVERY (2004)
 MC1710
 MC1710'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1711 ***********************************************************************
 MC1711  DESIGNATION -  BOUNDARY POST 62 MI OH
 MC1711  PID         -  MC1711
 MC1711  STATE/COUNTY-  OH/LUCAS
 MC1711  USGS QUAD   -  TOLEDO (1980)
 MC1711
 MC1711                         *CURRENT SURVEY CONTROL
 MC1711  ___________________________________________________________________
 MC1711* NAD 83(1995)-  41 43 45.31571(N)    083 35 08.09951(W)     ADJUSTED  
 MC1711* NAVD 88     -       186.2    (meters)     611.     (feet)  GPS OBS   
 MC1711  ___________________________________________________________________
 MC1711  X           -     532,584.576 (meters)                     COMP
 MC1711  Y           -  -4,737,337.427 (meters)                     COMP
 MC1711  Z           -   4,223,309.051 (meters)                     COMP
 MC1711  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MC1711  ELLIP HEIGHT-         150.91  (meters)          (10/07/05) GPS OBS
 MC1711  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 MC1711
 MC1711  HORZ ORDER  -  FIRST
 MC1711  ELLP ORDER  -  FOURTH    CLASS I
 MC1711
 MC1711.The horizontal coordinates were established by GPS observations
 MC1711.and adjusted by the National Geodetic Survey in April 1998..
 MC1711
 MC1711.The orthometric height was determined by GPS observations and a
 MC1711.high-resolution geoid model.
 MC1711
 MC1711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1711
 MC1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1711
 MC1711.The ellipsoidal height was determined by GPS observations
 MC1711.and is referenced to NAD 83.
 MC1711
 MC1711.The geoid height was determined by GEOID03.
 MC1711
 MC1711;                    North         East     Units Scale Factor Converg.
 MC1711;SPC OH N     -   229,611.608   509,680.166   MT  1.00000577   -0 42 47.4
 MC1711;SPC MI S     -    25,767.643 4,064,993.061   MT  1.00010834   +0 31 53.6
 MC1711;SPC MI S     -    84,539.51 13,336,591.41   iFT  1.00010834   +0 31 53.6
 MC1711;UTM  17      - 4,622,947.188   284,954.406   MT  1.00016911   -1 43 17.9
 MC1711
 MC1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1711!SPC OH N     -   0.99997633  x   1.00000577  =   0.99998210
 MC1711!SPC MI S     -   0.99997633  x   1.00010834  =   1.00008467
 MC1711!UTM  17      -   0.99997633  x   1.00016911  =   1.00014544
 MC1711
 MC1711                          SUPERSEDED SURVEY CONTROL
 MC1711
 MC1711  ELLIP H (04/01/98)  150.95   (m)                       GP(       ) 4 1
 MC1711  NAD 83(1995)-  41 43 45.31570(N)    083 35 08.09951(W) AD(       ) 1
 MC1711  NAD 83(1986)-  41 43 45.32845(N)    083 35 08.11621(W) AD(       ) 1
 MC1711
 MC1711.Superseded values are not recommended for survey control.
 MC1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1711.See file dsdata.txt to determine how the superseded data were derived.
 MC1711
 MC1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8495422947(NAD 83)
 MC1711_MARKER: DU = BOUNDARY MARKER
 MC1711_SETTING: 0 = UNSPECIFIED SETTING
 MC1711_MARK LOGO: OHMI  
 MC1711_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1711+STABILITY: SURFACE MOTION
 MC1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1711+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 MC1711
 MC1711  HISTORY     - Date     Condition        Report By
 MC1711  HISTORY     - 1915     MONUMENTED       OHMI
 MC1711  HISTORY     - 19930709 GOOD             PLSO
 MC1711  HISTORY     - 19930923 GOOD             GEOMET
 MC1711  HISTORY     - 20040627 GOOD             USPSQD
 MC1711
 MC1711                          STATION DESCRIPTION
 MC1711
 MC1711'DESCRIBED BY LAND SURV OF OH 1993
 MC1711'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1711'LOCATED 63 MI (101.4 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 5 MI
 MC1711'(8.0 KM) NORTH-NORTHWEST OF TOLEDO, 6 MI (9.7 KM) EAST OF SYLVANIA,
 MC1711'0.56 MI (0.90 KM) NORTH OF ALEXIS ROAD, AND IN THE WEST PAVEMENT OF
 MC1711'JACKMAN ROAD.  IT IS 12.67 FT (3.86 M) WEST OF A SPIKE IN THE ROAD
 MC1711'CENTER, 15.16 FT (4.62 M) EAST OF A POWER POLE WITH P-K NAIL IN THE
 MC1711'EAST FACE, 2 FT (0.6 M) EAST OF THE WEST EDGE OF THE PAVEMENT, AND
 MC1711'16.0 FT (4.9 M) EAST OF A FIBERGLASS WITNESS POST.  IT IS A GRANITE
 MC1711'POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, RECESSED 0.04
 MC1711'FT (1.22 CM) BELOW THE ROAD SURFACE. THE TOP IS MARKED BY A DRILL
 MC1711'HOLE IN A 0.33 FT (10.06 CM) LONG GROOVE. IT IS INSCRIBED ON ALL FOUR
 MC1711'SIDES AS FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH
 MC1711'SIDE ,--POST 62--ON THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE.
 MC1711'THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES
 MC1711'THE FOLLOWING ADDITIONAL INFORMATION. THE GRANITE MONUMENT IS 5.5 FT
 MC1711'(1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M)
 MC1711'SQUARE AND 1.0 FT (0.3 M) DEEP.
 MC1711'TO REACH FROM INTERCHANGE 15 OF US HIGHWAY 23 AT THE JUNCTION WITH
 MC1711'STATE ROUTE 184 (ALEXIS ROAD), AT SYLVANIA, GO 5.3 MI (8.5 KM) EAST
 MC1711'ON ROUTE 184, TURN LEFT AND GO 0.56 MI (0.90 KM) NORTH ON JACKMAN
 MC1711'ROAD TO THE STATION ON THE LEFT.
 MC1711
 MC1711                          STATION RECOVERY (1993)
 MC1711
 MC1711'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 MC1711'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO AT THE NORTH EDGE OF THE
 MC1711'CITY OF TOLEDO.
 MC1711'THE REACH THE STATION FROM THE INTERSECTION OF TELEGRAPH ROAD (U.S.
 MC1711'24) AND ALEXIS ROAD (STATE ROUTE 184) PROCEED WEST ALONG ALEXIS ROAD
 MC1711'2.0 MILES TO ITS INTERSECTION WITH JACKMAN ROAD.  TURN RIGHT AND
 MC1711'PROCEED NORTH ALONG JACKMAN ROAD 0.5 MILES TO THE MICHIGAN/OHIO STATE
 MC1711'LINE AND THE STATION ON THE LEFT.
 MC1711'THE STATION IS AN 8 INCH BY 10 INCH GRANITE STATE BOUNDARY MONUMENT
 MC1711'FLUSH WITH THE PAVEMENT WITH A DRILL HOLE IN THE TOP.
 MC1711'THE STATION IS 15.2 FEET EAST FROM A P.K. NAIL IN THE EAST FACE OF A
 MC1711'POWER POLE LOCATED ON THE WEST SIDE OF THE ROAD, 58.6 FEET WEST FROM
 MC1711'A NAIL AND SHINER IN THE WEST FACE OF A POWER POLE LOCATED ON THE
 MC1711'EAST SIDE OF THE ROAD, AND 101.3 FEET NORTHWEST FROM A NAIL AND
 MC1711'SHINER IN THE NORTHWEST FACE OF A LIGHT POLE LOCATED ON THE EAST SIDE
 MC1711'OF THE ROAD.
 MC1711
 MC1711                          STATION RECOVERY (2004)
 MC1711
 MC1711'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC1711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1712 ***********************************************************************
 MC1712  DESIGNATION -  BOUNDARY POST 63A MI OH
 MC1712  PID         -  MC1712
 MC1712  STATE/COUNTY-  OH/LUCAS
 MC1712  USGS QUAD   -  TOLEDO (1980)
 MC1712
 MC1712                         *CURRENT SURVEY CONTROL
 MC1712  ___________________________________________________________________
 MC1712* NAD 83(1995)-  41 43 47.59264(N)    083 34 00.50187(W)     ADJUSTED  
 MC1712* NAVD 88     -       184.2    (meters)     604.     (feet)  GPS OBS   
 MC1712  ___________________________________________________________________
 MC1712  X           -     534,131.674 (meters)                     COMP
 MC1712  Y           -  -4,737,114.692 (meters)                     COMP
 MC1712  Z           -   4,223,360.154 (meters)                     COMP
 MC1712  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 MC1712  ELLIP HEIGHT-         148.92  (meters)          (10/07/05) GPS OBS
 MC1712  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 MC1712
 MC1712  HORZ ORDER  -  FIRST
 MC1712  ELLP ORDER  -  FOURTH    CLASS I
 MC1712
 MC1712.The horizontal coordinates were established by GPS observations
 MC1712.and adjusted by the National Geodetic Survey in April 1998..
 MC1712
 MC1712.The orthometric height was determined by GPS observations and a
 MC1712.high-resolution geoid model.
 MC1712
 MC1712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1712
 MC1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1712
 MC1712.The ellipsoidal height was determined by GPS observations
 MC1712.and is referenced to NAD 83.
 MC1712
 MC1712.The geoid height was determined by GEOID03.
 MC1712
 MC1712;                    North         East     Units Scale Factor Converg.
 MC1712;SPC OH N     -   229,662.574   511,243.191   MT  1.00000590   -0 42 03.0
 MC1712;SPC MI S     -    25,852.565 4,066,554.770   MT  1.00010812   +0 32 39.6
 MC1712;SPC MI S     -    84,818.13 13,341,715.12   iFT  1.00010812   +0 32 39.6
 MC1712;UTM  17      - 4,622,970.643   286,518.335   MT  1.00016086   -1 42 33.0
 MC1712
 MC1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1712!SPC OH N     -   0.99997664  x   1.00000590  =   0.99998254
 MC1712!SPC MI S     -   0.99997664  x   1.00010812  =   1.00008476
 MC1712!UTM  17      -   0.99997664  x   1.00016086  =   1.00013750
 MC1712
 MC1712                          SUPERSEDED SURVEY CONTROL
 MC1712
 MC1712  ELLIP H (04/01/98)  148.95   (m)                       GP(       ) 4 1
 MC1712  NAD 83(1995)-  41 43 47.59263(N)    083 34 00.50186(W) AD(       ) 1
 MC1712  NAD 83(1986)-  41 43 47.60614(N)    083 34 00.51930(W) AD(       ) 1
 MC1712
 MC1712.Superseded values are not recommended for survey control.
 MC1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1712.See file dsdata.txt to determine how the superseded data were derived.
 MC1712
 MC1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8651822971(NAD 83)
 MC1712_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1712_SETTING: 0 = UNSPECIFIED SETTING
 MC1712_MARK LOGO: OHMI  
 MC1712_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1712+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 MC1712
 MC1712  HISTORY     - Date     Condition        Report By
 MC1712  HISTORY     - 1915     MONUMENTED       OHMI
 MC1712  HISTORY     - 19930709 GOOD             PLSO
 MC1712  HISTORY     - 20040627 GOOD             USPSQD
 MC1712
 MC1712                          STATION DESCRIPTION
 MC1712
 MC1712'DESCRIBED BY LAND SURV OF OH 1993
 MC1712'THE STATION IS A 0.17 FT (5.18 CM) SQUARE IRON PIN IN CONCRETE,
 MC1712'RECESSED 0.17 FT (5.18 CM) BELOW THE SURFACE OF LEWIS ROAD, INSIDE A
 MC1712'MICHIGAN MONUMENT BOX.  IT IS AT THE APPROXIMATE DESCRIBED LOCATION
 MC1712'OF THE OHIO-MICHIGAN BOUNDARY MARKER SET IN 1915. IT IS LOCATED 64 MI
 MC1712'(103.0 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 5 MI (8.0 KM) NORTH
 MC1712'OF TOLEDO, AND 7 MI (11.3 KM) EAST OF SYLVANIA.  IT IS 24.9 FT
 MC1712'(7.6 M) EAST OF A ROAD CENTERLINE MONUMENT, 20.0 FT (6.1 M) WEST OF
 MC1712'AN IRON PIN, 3.6 FT (1.1 M) WEST OF THE WEST FACE OF THE EAST CURB,
 MC1712'AND ON LINE WITH A PROPERTY LINE EAST.
 MC1712'TO REACH FROM INTERCHANGE 15 OF US HIGHWAY 23 AT THE JUNCTION WITH
 MC1712'STATE ROUTE 184 (ALEXIS ROAD), AT SYLVANIA, GO 6.3 MI (10.1 KM) EAST
 MC1712'ON ROUTE 184, TURN LEFT AND GO 0.57 MI (0.92 KM) NORTH ON LEWIS
 MC1712'AVENUE TO THE STATION ON THE RIGHT.
 MC1712
 MC1712                          STATION RECOVERY (2004)
 MC1712
 MC1712'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC1712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1713 ***********************************************************************
 MC1713  DESIGNATION -  BOUNDARY POST 65 MI OH
 MC1713  PID         -  MC1713
 MC1713  STATE/COUNTY-  OH/LUCAS
 MC1713  USGS QUAD   -  TOLEDO (1980)
 MC1713
 MC1713                         *CURRENT SURVEY CONTROL
 MC1713  ___________________________________________________________________
 MC1713* NAD 83(1995)-  41 43 51.30492(N)    083 31 52.85700(W)     ADJUSTED  
 MC1713* NAVD 88     -       181.6    (meters)     596.     (feet)  GPS OBS   
 MC1713  ___________________________________________________________________
 MC1713  X           -     537,054.280 (meters)                     COMP
 MC1713  Y           -  -4,736,705.570 (meters)                     COMP
 MC1713  Z           -   4,223,443.906 (meters)                     COMP
 MC1713  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 MC1713  ELLIP HEIGHT-         146.33  (meters)          (10/07/05) GPS OBS
 MC1713  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC1713
 MC1713  HORZ ORDER  -  FIRST
 MC1713  ELLP ORDER  -  FOURTH    CLASS I
 MC1713
 MC1713.The horizontal coordinates were established by GPS observations
 MC1713.and adjusted by the National Geodetic Survey in April 1998..
 MC1713
 MC1713.The orthometric height was determined by GPS observations and a
 MC1713.high-resolution geoid model.
 MC1713
 MC1713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1713
 MC1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1713
 MC1713.The ellipsoidal height was determined by GPS observations
 MC1713.and is referenced to NAD 83.
 MC1713
 MC1713.The geoid height was determined by GEOID03.
 MC1713
 MC1713;                    North         East     Units Scale Factor Converg.
 MC1713;SPC OH N     -   229,741.615   514,194.372   MT  1.00000611   -0 40 39.2
 MC1713;SPC MI S     -    25,995.754 4,069,503.836   MT  1.00010777   +0 34 06.4
 MC1713;SPC MI S     -    85,287.91 13,351,390.54   iFT  1.00010777   +0 34 06.4
 MC1713;UTM  17      - 4,622,997.749   289,470.884   MT  1.00014545   -1 41 08.0
 MC1713
 MC1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1713!SPC OH N     -   0.99997705  x   1.00000611  =   0.99998316
 MC1713!SPC MI S     -   0.99997705  x   1.00010777  =   1.00008482
 MC1713!UTM  17      -   0.99997705  x   1.00014545  =   1.00012250
 MC1713
 MC1713                          SUPERSEDED SURVEY CONTROL
 MC1713
 MC1713  ELLIP H (04/01/98)  146.36   (m)                       GP(       ) 4 1
 MC1713  NAD 83(1995)-  41 43 51.30492(N)    083 31 52.85700(W) AD(       ) 1
 MC1713  NAD 83(1986)-  41 43 51.31840(N)    083 31 52.87438(W) AD(       ) 1
 MC1713
 MC1713.Superseded values are not recommended for survey control.
 MC1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1713.See file dsdata.txt to determine how the superseded data were derived.
 MC1713
 MC1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8947122998(NAD 83)
 MC1713_MARKER: DU = BOUNDARY MARKER
 MC1713_SETTING: 0 = UNSPECIFIED SETTING
 MC1713_MARK LOGO: OHMI  
 MC1713_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1713+STABILITY: SURFACE MOTION
 MC1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1713+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 MC1713
 MC1713  HISTORY     - Date     Condition        Report By
 MC1713  HISTORY     - 1915     MONUMENTED       OHMI
 MC1713  HISTORY     - 19930709 GOOD             PLSO
 MC1713  HISTORY     - 20040627 GOOD             USPSQD
 MC1713
 MC1713                          STATION DESCRIPTION
 MC1713
 MC1713'DESCRIBED BY LAND SURV OF OH 1993
 MC1713'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1713'LOCATED 66.5 MI (107.0 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 5 MI
 MC1713'(8.0 KM) NORTH OF TOLEDO, AT THE EAST SIDE OF STATE ROUTE 25 (DETROIT
 MC1713'AVENUE) AT THE DETROIT CONGREGATIONAL CHURCH (ADDRESS 6202). IT IS
 MC1713'33.6 FT (10.2 M) EAST OF A CENTERLINE MONUMENT IN DETROIT AVENUE, 9.9
 MC1713'FT (3.0 M) EAST OF THE EAST CURB, 2.90 FT (0.88 M) WEST OF A DRILL
 MC1713'HOLE IN A THREE SIDED CONCRETE POST WITH BRASS PLAQUE, 11.30 FT
 MC1713'(3.44 M) NORTH-NORTHEAST OF A LUCAS COUNTY BM (NO STAMPING), AND 2.44
 MC1713'FT (0.74 M) EAST-SOUTHEAST OF A 0.08 FT (2.44 CM) DIAMETER HOLLOW
 MC1713'IRON PIN.  IT IS A GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT
 MC1713'(25.30 CM) SQUARE, PROJECTING 2.1 FT. THE TOP IS MARKED BY A DRILL
 MC1713'HOLE IN A 0.33 FT (10.06 CM) LONG GROOVE. IT IS INSCRIBED ON ALL FOUR
 MC1713'SIDES AS FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH
 MC1713'SIDE ,--POST 65--ON THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE.
 MC1713'THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES
 MC1713'THE FOLLOWING ADDITIONAL INFORMATION. THE GRANITE MONUMENT IS 5.5 FT
 MC1713'(1.7 M) LONG WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M)
 MC1713'SQUARE AND 1.0 FT (0.3 M) DEEP.
 MC1713'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 WITH STATE ROUTE
 MC1713'184 (ALEXIS ROAD), GO 1.8 MI (2.9 KM) WEST ON ROUTE 184, TURN RIGHT
 MC1713'AND GO 0.65 MI (1.05 KM) NORTH ON DETROIT AVENUE TO THE STATION ON
 MC1713'THE RIGHT, 450 FT (137.2 M) SOUTH OF BENDRE ROAD.
 MC1713
 MC1713                          STATION RECOVERY (2004)
 MC1713
 MC1713'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC1713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1714 ***********************************************************************
 MC1714  DESIGNATION -  BOUNDARY POST 67 MI OH
 MC1714  PID         -  MC1714
 MC1714  STATE/COUNTY-  OH/LUCAS
 MC1714  USGS QUAD   -  TOLEDO (1980)
 MC1714
 MC1714                         *CURRENT SURVEY CONTROL
 MC1714  ___________________________________________________________________
 MC1714* NAD 83(1995)-  41 43 53.30615(N)    083 30 32.34329(W)     ADJUSTED  
 MC1714* NAVD 88     -       177.9    (meters)     584.     (feet)  GPS OBS   
 MC1714  ___________________________________________________________________
 MC1714  X           -     538,898.211 (meters)                     COMP
 MC1714  Y           -  -4,736,451.974 (meters)                     COMP
 MC1714  Z           -   4,223,487.501 (meters)                     COMP
 MC1714  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 MC1714  ELLIP HEIGHT-         142.60  (meters)          (10/07/05) GPS OBS
 MC1714  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 MC1714
 MC1714  HORZ ORDER  -  FIRST
 MC1714  ELLP ORDER  -  FOURTH    CLASS I
 MC1714
 MC1714.The horizontal coordinates were established by GPS observations
 MC1714.and adjusted by the National Geodetic Survey in April 1998..
 MC1714
 MC1714.The orthometric height was determined by GPS observations and a
 MC1714.high-resolution geoid model.
 MC1714
 MC1714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1714
 MC1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1714
 MC1714.The ellipsoidal height was determined by GPS observations
 MC1714.and is referenced to NAD 83.
 MC1714
 MC1714.The geoid height was determined by GEOID03.
 MC1714
 MC1714;                    North         East     Units Scale Factor Converg.
 MC1714;SPC OH N     -   229,781.588   516,055.707   MT  1.00000622   -0 39 46.3
 MC1714;SPC MI S     -    26,076.210 4,071,364.050   MT  1.00010757   +0 35 01.2
 MC1714;SPC MI S     -    85,551.87 13,357,493.60   iFT  1.00010757   +0 35 01.2
 MC1714;UTM  17      - 4,623,004.975   291,332.884   MT  1.00013584   -1 40 14.5
 MC1714
 MC1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1714!SPC OH N     -   0.99997763  x   1.00000622  =   0.99998385
 MC1714!SPC MI S     -   0.99997763  x   1.00010757  =   1.00008520
 MC1714!UTM  17      -   0.99997763  x   1.00013584  =   1.00011347
 MC1714
 MC1714:                Primary Azimuth Mark                     Grid Az
 MC1714:SPC OH N     -  BOUNDARY POST 68 MI OH                   088 31 33.0
 MC1714:SPC MI S     -  BOUNDARY POST 68 MI OH                   087 16 45.5
 MC1714:UTM  17      -  BOUNDARY POST 68 MI OH                   089 32 01.2
 MC1714
 MC1714|---------------------------------------------------------------------|
 MC1714| PID    Reference Object                     Distance      Geod. Az  |
 MC1714|                                                           dddmmss.s |
 MC1714| MC1715 BOUNDARY POST 68 MI OH              APPROX. 1.4 KM 0875146.7 |
 MC1714|---------------------------------------------------------------------|
 MC1714
 MC1714                          SUPERSEDED SURVEY CONTROL
 MC1714
 MC1714  ELLIP H (04/01/98)  142.63   (m)                       GP(       ) 4 1
 MC1714  NAD 83(1995)-  41 43 53.30615(N)    083 30 32.34328(W) AD(       ) 1
 MC1714  NAD 83(1986)-  41 43 53.31968(N)    083 30 32.36071(W) AD(       ) 1
 MC1714
 MC1714.Superseded values are not recommended for survey control.
 MC1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1714.See file dsdata.txt to determine how the superseded data were derived.
 MC1714
 MC1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9133323005(NAD 83)
 MC1714_MARKER: DU = BOUNDARY MARKER
 MC1714_SETTING: 0 = UNSPECIFIED SETTING
 MC1714_MARK LOGO: OHMI  
 MC1714_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1714+STABILITY: SURFACE MOTION
 MC1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1714+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 MC1714
 MC1714  HISTORY     - Date     Condition        Report By
 MC1714  HISTORY     - 1915     MONUMENTED       OHMI
 MC1714  HISTORY     - 19930709 GOOD             PLSO
 MC1714  HISTORY     - 20040627 GOOD             USPSQD
 MC1714
 MC1714                          STATION DESCRIPTION
 MC1714
 MC1714'DESCRIBED BY LAND SURV OF OH 1993
 MC1714'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1714'LOCATED 67 MI (107.8 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 5 MI
 MC1714'(8.0 KM) NORTH OF TOLEDO, AT THE EAST SIDE OF HAGMAN ROAD, ACROSS
 MC1714'FROM THE ENTRANCE TO A LANDFILL (BFI WASTE SYSTEMS).  IT IS 18.4 FT
 MC1714'(5.6 M) EAST OF A 0.12 FT (3.66 CM) DIAMETER BOLT IN THE CENTER OF
 MC1714'THE ROAD, 71.2 FT (21.7 M) SOUTH-SOUTHWEST OF A UTILITY GUY POLE, AND
 MC1714'15.9 FT (4.8 M) SOUTHWEST OF UTILITY POLE NUMBER--P45.  IT IT IS A
 MC1714'GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE,
 MC1714'PROJECTING 0.9 FT.  THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT
 MC1714'(10.06 CM) LONG GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,
 MC1714'--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 67--ON
 MC1714'THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE OHIO-MICHIGAN
 MC1714'BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING
 MC1714'ADDITIONAL INFORMATION. THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG
 MC1714'WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0
 MC1714'FT (0.3 M) DEEP.
 MC1714'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 WITH STATE ROUTE
 MC1714'184 (ALEXIS ROAD), GO 0.4 MI (0.6 KM) WEST ON ROUTE 184, TURN RIGHT
 MC1714'AND GO 0.59 MI (0.95 KM) NORTH ON HAGMAN ROAD TO THE STATION ON THE
 MC1714'RIGHT.
 MC1714
 MC1714                          STATION RECOVERY (2004)
 MC1714
 MC1714'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1715 ***********************************************************************
 MC1715  DESIGNATION -  BOUNDARY POST 68 MI OH
 MC1715  PID         -  MC1715
 MC1715  STATE/COUNTY-  OH/LUCAS
 MC1715  USGS QUAD   -  OREGON (1995)
 MC1715
 MC1715                         *CURRENT SURVEY CONTROL
 MC1715  ___________________________________________________________________
 MC1715* NAD 83(1995)-  41 43 54.98160(N)    083 29 32.24625(W)     ADJUSTED  
 MC1715* NAVD 88     -       177.0    (meters)     581.     (feet)  GPS OBS   
 MC1715  ___________________________________________________________________
 MC1715  X           -     540,274.216 (meters)                     COMP
 MC1715  Y           -  -4,736,259.883 (meters)                     COMP
 MC1715  Z           -   4,223,525.458 (meters)                     COMP
 MC1715  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 MC1715  ELLIP HEIGHT-         141.67  (meters)          (10/07/05) GPS OBS
 MC1715  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC1715
 MC1715  HORZ ORDER  -  FIRST
 MC1715  ELLP ORDER  -  FOURTH    CLASS I
 MC1715
 MC1715.The horizontal coordinates were established by GPS observations
 MC1715.and adjusted by the National Geodetic Survey in April 1998..
 MC1715
 MC1715.The orthometric height was determined by GPS observations and a
 MC1715.high-resolution geoid model.
 MC1715
 MC1715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1715
 MC1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1715
 MC1715.The ellipsoidal height was determined by GPS observations
 MC1715.and is referenced to NAD 83.
 MC1715
 MC1715.The geoid height was determined by GEOID03.
 MC1715
 MC1715;                    North         East     Units Scale Factor Converg.
 MC1715;SPC OH N     -   229,817.342   517,445.091   MT  1.00000632   -0 39 06.8
 MC1715;SPC MI S     -    26,142.191 4,072,752.468   MT  1.00010741   +0 35 42.1
 MC1715;SPC MI S     -    85,768.34 13,362,048.78   iFT  1.00010741   +0 35 42.1
 MC1715;UTM  17      - 4,623,016.289   292,722.858   MT  1.00012873   -1 39 34.5
 MC1715
 MC1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1715!SPC OH N     -   0.99997778  x   1.00000632  =   0.99998410
 MC1715!SPC MI S     -   0.99997778  x   1.00010741  =   1.00008519
 MC1715!UTM  17      -   0.99997778  x   1.00012873  =   1.00010651
 MC1715
 MC1715:                Primary Azimuth Mark                     Grid Az
 MC1715:SPC OH N     -  BOUNDARY POST 67 MI OH                   268 31 33.5
 MC1715:SPC MI S     -  BOUNDARY POST 67 MI OH                   267 16 44.6
 MC1715:UTM  17      -  BOUNDARY POST 67 MI OH                   269 32 01.2
 MC1715
 MC1715|---------------------------------------------------------------------|
 MC1715| PID    Reference Object                     Distance      Geod. Az  |
 MC1715|                                                           dddmmss.s |
 MC1715| MC1714 BOUNDARY POST 67 MI OH              APPROX. 1.4 KM 2675226.7 |
 MC1715|---------------------------------------------------------------------|
 MC1715
 MC1715                          SUPERSEDED SURVEY CONTROL
 MC1715
 MC1715  ELLIP H (04/01/98)  141.70   (m)                       GP(       ) 4 1
 MC1715  NAD 83(1995)-  41 43 54.98160(N)    083 29 32.24624(W) AD(       ) 1
 MC1715  NAD 83(1986)-  41 43 54.99513(N)    083 29 32.26365(W) AD(       ) 1
 MC1715
 MC1715.Superseded values are not recommended for survey control.
 MC1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1715.See file dsdata.txt to determine how the superseded data were derived.
 MC1715
 MC1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9272323016(NAD 83)
 MC1715_MARKER: DU = BOUNDARY MARKER
 MC1715_SETTING: 0 = UNSPECIFIED SETTING
 MC1715_MARK LOGO: OHMI  
 MC1715_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1715+STABILITY: SURFACE MOTION
 MC1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1715+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MC1715
 MC1715  HISTORY     - Date     Condition        Report By
 MC1715  HISTORY     - 1915     MONUMENTED       OHMI
 MC1715  HISTORY     - 19930709 GOOD             PLSO
 MC1715
 MC1715                          STATION DESCRIPTION
 MC1715
 MC1715'DESCRIBED BY LAND SURV OF OH 1993
 MC1715'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1715'LOCATED 68 MI (109.4 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 5 MI
 MC1715'(8.0 KM) NORTH-NORTHEAST OF TOLEDO, AT THE EAST SIDE OF SUDER AVENUE
 MC1715'JUST NORTH OF BAHIAMAR ROAD, 2300 FT (701.0 M) NORTH OF THE
 MC1715'INTERSTATE 75 OVERPASS. IT IS 23.82 FT (7.26 M) EAST OF A RAILROAD
 MC1715'SPIKE IN THE CENTER OF SUDER AVENUE, 23.9 FT (7.3 M) NORTHWEST OF THE
 MC1715'NORTHWEST CORNER OF A WOOD AND BRICK GARAGE, AND 1.1 FT (0.3 M)
 MC1715'SOUTHWEST OF A 0.33 FT (10.06 CM) DIAMETER CONCRETE POST.  IT IS A
 MC1715'GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT (25.30 CM) SQUARE, FLUSH
 MC1715'WITH THE GROUND.  THE TOP IS MARKED BY A DRILL HOLE IN A 0.33 FT
 MC1715'(10.06 CM) LONG GROOVE. IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,
 MC1715'--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 68--ON
 MC1715'THE WEST SIDE, AND--STATE LINE--ON THE EAST SIDE. THE OHIO-MICHIGAN
 MC1715'BOUNDARY REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING
 MC1715'ADDITIONAL INFORMATION. THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG
 MC1715'WITH THE BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0
 MC1715'FT (0.3 M) DEEP.
 MC1715'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 WITH STATE ROUTE
 MC1715'184 (ALEXIS ROAD), GO 0.25 MI (0.40 KM) EAST ON ROUTE 184, TURN LEFT
 MC1715'AND GO 0.85 MI (1.37 KM) NORTH ON SUDER AVENUE TO THE STATION ON THE
 MC1715'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD2013 ***********************************************************************
 MD2013  DESIGNATION -  BOUNDARY POST 7 MI OH
 MD2013  PID         -  MD2013
 MD2013  STATE/COUNTY-  OH/WILLIAMS
 MD2013  USGS QUAD   -  NETTLE LAKE (1977)
 MD2013
 MD2013                         *CURRENT SURVEY CONTROL
 MD2013  ___________________________________________________________________
 MD2013* NAD 83(1995)-  41 42 01.53455(N)    084 39 02.37554(W)     ADJUSTED  
 MD2013* NAVD 88     -       287.9    (meters)     945.     (feet)  GPS OBS   
 MD2013  ___________________________________________________________________
 MD2013  X           -     444,640.644 (meters)                     COMP
 MD2013  Y           -  -4,748,616.806 (meters)                     COMP
 MD2013  Z           -   4,220,987.625 (meters)                     COMP
 MD2013  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 MD2013  ELLIP HEIGHT-         254.21  (meters)          (10/07/05) GPS OBS
 MD2013  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 MD2013
 MD2013  HORZ ORDER  -  FIRST
 MD2013  ELLP ORDER  -  FOURTH    CLASS I
 MD2013
 MD2013.The horizontal coordinates were established by GPS observations
 MD2013.and adjusted by the National Geodetic Survey in April 1998..
 MD2013
 MD2013.The orthometric height was determined by GPS observations and a
 MD2013.high-resolution geoid model.
 MD2013
 MD2013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD2013
 MD2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD2013
 MD2013.The ellipsoidal height was determined by GPS observations
 MD2013.and is referenced to NAD 83.
 MD2013
 MD2013.The geoid height was determined by GEOID03.
 MD2013
 MD2013;                    North         East     Units Scale Factor Converg.
 MD2013;SPC OH N     -   228,054.714   421,001.027   MT  1.00000008   -1 24 46.4
 MD2013;SPC MI S     -    22,303.799 3,976,358.155   MT  1.00011849   -0 11 35.8
 MD2013;SPC MI S     -    73,175.19 13,045,794.47   iFT  1.00011849   -0 11 35.8
 MD2013;UTM  16      - 4,619,182.673   695,483.066   MT  1.00007027   +1 33 48.1
 MD2013
 MD2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD2013!SPC OH N     -   0.99996013  x   1.00000008  =   0.99996021
 MD2013!SPC MI S     -   0.99996013  x   1.00011849  =   1.00007861
 MD2013!UTM  16      -   0.99996013  x   1.00007027  =   1.00003040
 MD2013
 MD2013                          SUPERSEDED SURVEY CONTROL
 MD2013
 MD2013  ELLIP H (04/01/98)  254.27   (m)                       GP(       ) 4 1
 MD2013  NAD 83(1995)-  41 42 01.53456(N)    084 39 02.37554(W) AD(       ) 1
 MD2013  NAD 83(1986)-  41 42 01.53923(N)    084 39 02.39137(W) AD(       ) 1
 MD2013
 MD2013.Superseded values are not recommended for survey control.
 MD2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD2013.See file dsdata.txt to determine how the superseded data were derived.
 MD2013
 MD2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM9548319183(NAD 83)
 MD2013_MARKER: DU = BOUNDARY MARKER
 MD2013_SETTING: 0 = UNSPECIFIED SETTING
 MD2013_MARK LOGO: OHMI  
 MD2013_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD2013+STABILITY: SURFACE MOTION
 MD2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD2013+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MD2013
 MD2013  HISTORY     - Date     Condition        Report By
 MD2013  HISTORY     - 1915     MONUMENTED       OHMI
 MD2013  HISTORY     - 19930709 GOOD             PLSO
 MD2013
 MD2013                          STATION DESCRIPTION
 MD2013
 MD2013'DESCRIBED BY LAND SURV OF OH 1993
 MD2013'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD2013'LOCATED ABOUT 8 MI (12.9 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 5
 MD2013'MI (8.0 KM) WEST-NORTHWEST OF PIONEER, 2250 FT (685.8 M) NORTH OF
 MD2013'WILLIAMS COUNTY ROAD S, ON AN EAST-WEST TREE LINE 20.5 FT (6.2 M)
 MD2013'EAST OF THE C/L OF WILLIAMS COUNTY ROAD 9 (A GRAVEL ROAD), 6.8 FT
 MD2013'(2.1 M) EAST-SOUTHEAST OF A--SEASONAL ROAD--SIGN, 4.3 FT (1.3 M)
 MD2013'NORTHWEST OF A POWER POLE, AND 4.0 FT (1.2 M) NORTHWEST OF A WITNESS
 MD2013'POST.  IT IS A GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT
 MD2013'(25.30 CM) SQUARE, PROJECTING 0.8 FT (24.4 CM) . THE TOP IS MARKED BY
 MD2013'A DRILL HOLE IN A 0.33 FT (10.06 CM) LONG GROOVE. IT IS INSCRIBED ON
 MD2013'ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE SOUTH SIDE,--MICHIGAN--ON
 MD2013'THE NORTH SIDE,--POST 7--ON THE WEST SIDE, AND--STATE LINE--ON THE
 MD2013'EAST SIDE.  THE OHIO-MICHIGAN BOUNDARY REPORT, 1916, BY C. E.
 MD2013'SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL INFORMATION.  THE GRANITE
 MD2013'MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE BASE SET IN A BED OF
 MD2013'CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT (0.3 M) DEEP.
 MD2013'TO REACH FROM PIONEER, GO 1.0 MI (1.6 KM) NORTH ON STATE ROUTE 15,
 MD2013'TURN LEFT AND GO 5.0 MI (8.0 KM) WEST ON COUNTY ROAD S, TURN RIGHT
 MD2013'AND GO NORTH ON COUNTY ROAD 9 FOR 0.43 MI (0.69 KM) TO THE STATION ON
 MD2013'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1716 ***********************************************************************
 MC1716  DESIGNATION -  BOUNDARY POST 70 MI OH
 MC1716  PID         -  MC1716
 MC1716  STATE/COUNTY-  OH/LUCAS
 MC1716  USGS QUAD   -  OREGON (1995)
 MC1716
 MC1716                         *CURRENT SURVEY CONTROL
 MC1716  ___________________________________________________________________
 MC1716* NAD 83(1995)-  41 43 57.79980(N)    083 27 49.29569(W)     ADJUSTED  
 MC1716* NAVD 88     -       176.7    (meters)     580.     (feet)  GPS OBS   
 MC1716  ___________________________________________________________________
 MC1716  X           -     542,631.490 (meters)                     COMP
 MC1716  Y           -  -4,735,931.916 (meters)                     COMP
 MC1716  Z           -   4,223,590.153 (meters)                     COMP
 MC1716  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 MC1716  ELLIP HEIGHT-         141.38  (meters)          (10/07/05) GPS OBS
 MC1716  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC1716
 MC1716  HORZ ORDER  -  FIRST
 MC1716  ELLP ORDER  -  FOURTH    CLASS I
 MC1716
 MC1716.The horizontal coordinates were established by GPS observations
 MC1716.and adjusted by the National Geodetic Survey in April 1998..
 MC1716
 MC1716.The orthometric height was determined by GPS observations and a
 MC1716.high-resolution geoid model.
 MC1716
 MC1716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1716
 MC1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1716
 MC1716.The ellipsoidal height was determined by GPS observations
 MC1716.and is referenced to NAD 83.
 MC1716
 MC1716.The geoid height was determined by GEOID03.
 MC1716
 MC1716;                    North         East     Units Scale Factor Converg.
 MC1716;SPC OH N     -   229,877.606   519,825.150   MT  1.00000647   -0 37 59.2
 MC1716;SPC MI S     -    26,254.259 4,075,130.891   MT  1.00010714   +0 36 52.2
 MC1716;SPC MI S     -    86,136.02 13,369,852.00   iFT  1.00010714   +0 36 52.2
 MC1716;UTM  17      - 4,623,034.693   295,103.885   MT  1.00011665   -1 38 26.0
 MC1716
 MC1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1716!SPC OH N     -   0.99997783  x   1.00000647  =   0.99998430
 MC1716!SPC MI S     -   0.99997783  x   1.00010714  =   1.00008496
 MC1716!UTM  17      -   0.99997783  x   1.00011665  =   1.00009447
 MC1716
 MC1716                          SUPERSEDED SURVEY CONTROL
 MC1716
 MC1716  ELLIP H (04/01/98)  141.41   (m)                       GP(       ) 4 1
 MC1716  NAD 83(1995)-  41 43 57.79979(N)    083 27 49.29568(W) AD(       ) 1
 MC1716  NAD 83(1986)-  41 43 57.81367(N)    083 27 49.31342(W) AD(       ) 1
 MC1716
 MC1716.Superseded values are not recommended for survey control.
 MC1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1716.See file dsdata.txt to determine how the superseded data were derived.
 MC1716
 MC1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9510423035(NAD 83)
 MC1716_MARKER: DU = BOUNDARY MARKER
 MC1716_SETTING: 0 = UNSPECIFIED SETTING
 MC1716_MARK LOGO: OHMI  
 MC1716_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1716+STABILITY: SURFACE MOTION
 MC1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1716+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 MC1716
 MC1716  HISTORY     - Date     Condition        Report By
 MC1716  HISTORY     - 1915     MONUMENTED       OHMI
 MC1716  HISTORY     - 19930709 GOOD             PLSO
 MC1716  HISTORY     - 19930923 GOOD             GEOMET
 MC1716
 MC1716                          STATION DESCRIPTION
 MC1716
 MC1716'DESCRIBED BY LAND SURV OF OH 1993
 MC1716'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MC1716'LOCATED 70 MI (112.7 KM) EAST OF THE NORTHWEST CORNER OF OHIO, 7 MI
 MC1716'(11.3 KM) NORTH-NORTHEAST OF TOLEDO, ON LOST PENINSULA BETWEEN THE
 MC1716'OTTAWA RIVER AND MAUMEE BAY, AT THE ENTRANCE TO LOST PENINSULA
 MC1716'MARINA. IT IS 39.0 FT (11.9 M) NORTH OF THE MARINA ENTRANCE DRIVE,
 MC1716'19.0 FT (5.8 M) EAST OF A NAIL IN THE CENTERLINE OF EDGEWATER DRIVE,
 MC1716'AND 11.6 FT (3.5 M) NORTHEAST OF A MANHOLE. IT IS A GRANITE MONUMENT,
 MC1716'2.5 FT (0.8 M) BY 1.5 FT (0.5 M) SQUARE, PROJECTING 3.0 FT (0.9 M) .
 MC1716'THE TOP IS MARKED BY A DRILL HOLE IN A GROOVE. THERE IS A
 MC1716'CONSIDERABLE AMOUNT OF LETTERING ON THE SIDES OF THE MONUMENT. IT
 MC1716'INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING,--OHIO--ON THE SOUTH
 MC1716'SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 70--ON THE EAST SIDE, AND
 MC1716'--STATE LINE 1915--ON THE WEST SIDE. THERE IS A CONSIDERABLE AMOUNT OF
 MC1716'ADDITIONAL LETTERING ON THE MONUMENT.  THE OHIO-MICHIGAN BOUNDARY
 MC1716'REPORT, 1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL
 MC1716'INFORMATION. THE GRANITE MONUMENT IS 4.0 FT (1.2 M) LONG WITH THE
 MC1716'BASE SET IN A BED OF CONCRETE 4.0 FT (1.2 M) SQUARE AND 3.0 FT
 MC1716'(0.9 M) DEEP.
 MC1716
 MC1716                          STATION RECOVERY (1993)
 MC1716
 MC1716'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 MC1716'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO IN THE CITY OF TOLEDO.
 MC1716'TO REACH THE STATION FROM THE INTERSECTION OF SUMMIT STREET AND OTTAWA
 MC1716'RIVER BRIDGE PROCEED SOUTH ALONG SUMMIT STREET 0.3 MILES TO ITS
 MC1716'INTERSECTION WITH 131ST STREET.  TURN LEFT AND PROCEED EAST ALONG
 MC1716'131ST STREET 0.5 MILES TO ITS INTERSECTION WITH EDGEWATER DRIVE. TURN
 MC1716'LEFT AND PROCEED NORTH ALONG EDGEWATER DRIVE 1.0 MILES TO MICHIGAN
 MC1716'AND OHIO STATE LINE AND THE STATION ON THE RIGHT.
 MC1716'THE STATION IS A 2 1/2 FOOT BY 1 1/2 FOOT GRANITE MONUMENT WITH DRILL
 MC1716'HOLE PROJECTING 3.0 FEET.  THE MONUMENT, KNOWN AS GOVERNORS
 MC1716'MONUMENT, IS ENGRAVED ON ALL SIDES - NORTH SIDE -MICHIGAN-, SOUTH
 MC1716'SIDE -OHIO-, EAST SIDE --POST 70--, AND WEST SIDE --STATE LINE--.
 MC1716'THE STATION IS 78.8 FEET NORTHEAST FROM A NAIL AND SHINER IN THE EAST
 MC1716'FACE OF A POLE IN OHIO ON THE EAST SIDE OF THE ROAD, 45.7 FEET SOUTH
 MC1716'FROM A NAIL AND SHINER IN THE SOUTH FACE OF A POLE ON THE WEST SIDE
 MC1716'OF THE ROAD, AND 83.7 FEET SOUTHWEST FROM A NAIL AND SHINER IN THE
 MC1716'WEST FACE OF A POLE IN MICHIGAN, ON THE EAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1835 ***********************************************************************
 MD1835  DESIGNATION -  BOUNDARY POST 9 MI OH
 MD1835  PID         -  MD1835
 MD1835  STATE/COUNTY-  OH/WILLIAMS
 MD1835  USGS QUAD   -  PIONEER (1977)
 MD1835
 MD1835                         *CURRENT SURVEY CONTROL
 MD1835  ___________________________________________________________________
 MD1835* NAD 83(1995)-  41 42 04.93031(N)    084 36 42.59657(W)     ADJUSTED  
 MD1835* NAVD 88     -       284.4    (meters)     933.     (feet)  GPS OBS   
 MD1835  ___________________________________________________________________
 MD1835  X           -     447,851.731 (meters)                     COMP
 MD1835  Y           -  -4,748,242.361 (meters)                     COMP
 MD1835  Z           -   4,221,063.481 (meters)                     COMP
 MD1835  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 MD1835  ELLIP HEIGHT-         250.65  (meters)          (10/07/05) GPS OBS
 MD1835  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 MD1835
 MD1835  HORZ ORDER  -  FIRST
 MD1835  ELLP ORDER  -  FOURTH    CLASS I
 MD1835
 MD1835.The horizontal coordinates were established by GPS observations
 MD1835.and adjusted by the National Geodetic Survey in April 1998..
 MD1835
 MD1835.The orthometric height was determined by GPS observations and a
 MD1835.high-resolution geoid model.
 MD1835
 MD1835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1835
 MD1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1835
 MD1835.The ellipsoidal height was determined by GPS observations
 MD1835.and is referenced to NAD 83.
 MD1835
 MD1835.The geoid height was determined by GEOID03.
 MD1835
 MD1835;                    North         East     Units Scale Factor Converg.
 MD1835;SPC OH N     -   228,080.479   424,234.530   MT  1.00000026   -1 23 14.5
 MD1835;SPC MI S     -    22,398.419 3,979,590.758   MT  1.00011815   -0 10 00.6
 MD1835;SPC MI S     -    73,485.63 13,056,400.12   iFT  1.00011815   -0 10 00.6
 MD1835;UTM  16      - 4,619,376.318   698,711.121   MT  1.00008593   +1 35 21.3
 MD1835
 MD1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1835!SPC OH N     -   0.99996069  x   1.00000026  =   0.99996095
 MD1835!SPC MI S     -   0.99996069  x   1.00011815  =   1.00007883
 MD1835!UTM  16      -   0.99996069  x   1.00008593  =   1.00004661
 MD1835
 MD1835                          SUPERSEDED SURVEY CONTROL
 MD1835
 MD1835  ELLIP H (04/01/98)  250.70   (m)                       GP(       ) 4 1
 MD1835  NAD 83(1995)-  41 42 04.93032(N)    084 36 42.59657(W) AD(       ) 1
 MD1835  NAD 83(1986)-  41 42 04.93464(N)    084 36 42.61218(W) AD(       ) 1
 MD1835  NAD 83(1986)-  41 42 04.92536(N)    084 36 42.61311(W) AD(       ) 2
 MD1835  NAD 27      -  41 42 04.74300(N)    084 36 42.78700(W) AD(       ) 2
 MD1835
 MD1835.Superseded values are not recommended for survey control.
 MD1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1835.See file dsdata.txt to determine how the superseded data were derived.
 MD1835
 MD1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM9871119376(NAD 83)
 MD1835_MARKER: DU = BOUNDARY MARKER
 MD1835_SETTING: 0 = UNSPECIFIED SETTING
 MD1835_MARK LOGO: CGS   
 MD1835_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1835+STABILITY: SURFACE MOTION
 MD1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1835+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1993
 MD1835
 MD1835  HISTORY     - Date     Condition        Report By
 MD1835  HISTORY     - 1932     MONUMENTED       CGS
 MD1835  HISTORY     - 1932     GOOD             CGS
 MD1835  HISTORY     - 1981     GOOD             MIDH
 MD1835  HISTORY     - 1988     GOOD             USPSQD
 MD1835  HISTORY     - 19930709 GOOD             PLSO
 MD1835
 MD1835                          STATION DESCRIPTION
 MD1835
 MD1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HOW)
 MD1835'ABOUT 8.4 MILES DUE
 MD1835'NORTH OF
 MD1835'MONTPELIER, ON OHIO-MICHIGAN BOUNDARY, 20.5 FEET EAST OF
 MD1835'CENTER LINE OF ROAD, AND 3
 MD1835'FEET WEST OF FENCE PARALLELING ROAD.
 MD1835'MARKED BY 8 BY 10-INCH GRANITE POST
 MD1835'PROJECTING ABOUT 2 FEET, AND
 MD1835'MARKED- TOP, NO. 9, NORTH, MICH., AND SOUTH OHIO.
 MD1835'STATION
 MD1835'DURY (SEE DESCRIPTION THEREOF) IS 357.918 METERS (1,174.27 FEET)
 MD1835'FROM STATION N 1 DEG. 10 MIN. W.
 MD1835
 MD1835                          STATION RECOVERY (1932)
 MD1835
 MD1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 MD1835'RECOVERED IN GOOD CONDITION.
 MD1835
 MD1835                          STATION RECOVERY (1981)
 MD1835
 MD1835'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (TJB)
 MD1835'FOUND POST IN GOOD CONDITION, NO OTHER WITNESSES LISTED.
 MD1835'
 MD1835'DESCRIPTION AND TO REACH ADEQUATE, WITH THE EXCEPTION, FENCE TO EAST
 MD1835'OF POST NOW IS GONE.
 MD1835
 MD1835                          STATION RECOVERY (1988)
 MD1835
 MD1835'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD1835'RECOVERED IN GOOD CONDITION.
 MD1835
 MD1835                          STATION RECOVERY (1993)
 MD1835
 MD1835'RECOVERY NOTE BY LAND SURV OF OH 1993
 MD1835'RECOVERED WITH CHIPS ON NORTH SIDE AND SOUTHEAST CORNER, SOLID IN
 MD1835'GROUND.  NEW DESCRIPTION FOLLOWS.
 MD1835'THE STATION IS AN OHIO-MICHIGAN BOUNDARY MARKER, SET IN 1915.  IT IS
 MD1835'LOCATED ABOUT 10 MI (16.1 KM) EAST OF THE NORTHWEST CORNER OF OHIO,
 MD1835'3.5 MI (5.6 KM) WEST-NORTHWEST OF PIONEER, 2519 FT (767.8 M) NORTH OF
 MD1835'WILLIAMS COUNTY ROAD S, 134.3 FT (40.9 M) SOUTH OF A 4.0 FT (1.2 M)
 MD1835'DIAMETER TREE, AND 19.8 FT (6.0 M) EAST OF THE C/L OF WILLIAMS COUNTY
 MD1835'ROAD 11.  IT IS A GRANITE POST, 0.67 FT (20.42 CM) BY 0.83 FT
 MD1835'(25.30 CM) SQUARE, PROJECTING 1.8 FT (0.5 M) . THE TOP IS MARKED BY A
 MD1835'0.33 FT (10.06 CM) LONG GROOVE WITH A LATERAL CROSS AND DRILL HOLE.
 MD1835'IT IS INSCRIBED ON ALL FOUR SIDES AS FOLLOWS,--OHIO--ON THE SOUTH
 MD1835'SIDE,--MICHIGAN--ON THE NORTH SIDE,--POST 9--ON THE WEST SIDE, AND
 MD1835'--STATE LINE--ON THE EAST SIDE.  THE OHIO-MICHIGAN BOUNDARY REPORT,
 MD1835'1916, BY C. E. SHERMAN, PROVIDES THE FOLLOWING ADDITIONAL
 MD1835'INFORMATION.  THE GRANITE MONUMENT IS 5.5 FT (1.7 M) LONG WITH THE
 MD1835'BASE SET IN A BED OF CONCRETE 2.0 FT (0.6 M) SQUARE AND 1.0 FT
 MD1835'(0.3 M) DEEP.
 MD1835'TO REACH FROM PIONEER, GO 1.0 MI (1.6 KM) NORTH ON STATE ROUTE 15,
 MD1835'TURN LEFT AND GO 3.0 MI (4.8 KM) WEST ON COUNTY ROAD S, TURN RIGHT
 MD1835'AND GO NORTH ON COUNTY ROAD 6 FOR 0.5 MI (0.8 KM) TO THE STATION ON
 MD1835'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7693 ***********************************************************************
 AH7693  DESIGNATION -  BOWLING GREEN TWP 1
 AH7693  PID         -  AH7693
 AH7693  STATE/COUNTY-  OH/LICKING
 AH7693  USGS QUAD   -  GLENFORD (1992)
 AH7693
 AH7693                         *CURRENT SURVEY CONTROL
 AH7693  ___________________________________________________________________
 AH7693* NAD 83(1995)-  39 57 21.12956(N)    082 20 55.48834(W)     ADJUSTED  
 AH7693* NAVD 88     -       291.2    (meters)     955.     (feet)  GPS OBS   
 AH7693  ___________________________________________________________________
 AH7693  X           -     651,875.254 (meters)                     COMP
 AH7693  Y           -  -4,852,462.535 (meters)                     COMP
 AH7693  Z           -   4,074,395.839 (meters)                     COMP
 AH7693  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AH7693  ELLIP HEIGHT-         257.10  (meters)          (10/07/05) GPS OBS
 AH7693  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 AH7693
 AH7693  HORZ ORDER  -  FIRST
 AH7693  ELLP ORDER  -  FOURTH    CLASS II
 AH7693
 AH7693.The horizontal coordinates were established by GPS observations
 AH7693.and adjusted by the National Geodetic Survey in February 1999..
 AH7693
 AH7693.The orthometric height was determined by GPS observations and a
 AH7693.high-resolution geoid model.
 AH7693
 AH7693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7693
 AH7693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7693
 AH7693.The ellipsoidal height was determined by GPS observations
 AH7693.and is referenced to NAD 83.
 AH7693
 AH7693.The geoid height was determined by GEOID03.
 AH7693
 AH7693;                    North         East     Units Scale Factor Converg.
 AH7693;SPC OH S     -   217,143.773   612,924.216   MT  0.99998559   +0 05 45.5
 AH7693;UTM  17      - 4,423,730.047   384,795.414   MT  0.99976339   -0 51 58.5
 AH7693
 AH7693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7693!SPC OH S     -   0.99995967  x   0.99998559  =   0.99994526
 AH7693!UTM  17      -   0.99995967  x   0.99976339  =   0.99972307
 AH7693
 AH7693                          SUPERSEDED SURVEY CONTROL
 AH7693
 AH7693  ELLIP H (02/25/99)  257.13   (m)                       GP(       ) 4 2
 AH7693
 AH7693.Superseded values are not recommended for survey control.
 AH7693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7693.See file dsdata.txt to determine how the superseded data were derived.
 AH7693
 AH7693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE8479523730(NAD 83)
 AH7693_MARKER: DD = SURVEY DISK
 AH7693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7693_STAMPING: BOWLING GREEN TWP 1 1998
 AH7693_MARK LOGO: OH-089
 AH7693_PROJECTION: FLUSH
 AH7693_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7693+STABILITY: SURFACE MOTION
 AH7693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7693+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7693
 AH7693  HISTORY     - Date     Condition        Report By
 AH7693  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7693
 AH7693                          STATION DESCRIPTION
 AH7693
 AH7693'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7693'THE STATION IS LOCATED IN BOWLING GREEN TOWNSHIP IN LICKING COUNTY,
 AH7693'OHIO ABOUT 5.0 MILES (8.0 KM) WEST OF THE TOWN OF BROWNSVILLE.  TO
 AH7693'REACH THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7693'BROWNSVILLE ROAD (SR 668) IN BROWNSVILLE PROCEED WEST ALONG NATIONAL
 AH7693'ROAD (US 40) A DISTANCE OF 4.9 MILES (7.9 KM) TO ITS INTERSECTION WITH
 AH7693'LINVILLE ROAD (CR 311) AND THE STATION ON THE LEFT.  THE STATION IS A
 AH7693'STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7693'PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED
 AH7693'BOWLING GREEN TWP 1 1998.  THE STATION IS 29.0 FEET (8.8 M) AZIMUTH
 AH7693'128 DEGREES TO A WOODEN FENCE POST, 90.5 FEET (27.6 M) AZIMUTH 102
 AH7693'DEGREES TO A POWER POLE WITH NO NUMBER, 73.6 FEET (22.4 M) AZIMUTH 56
 AH7693'DEGREES TO A GAS LINE MARKER, AND 18.3 FEET (5.6 M) SOUTH FROM THE
 AH7693'EDGE OF THE PAVEMENT OF NATIONAL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7712 ***********************************************************************
 AH7712  DESIGNATION -  BOWLING GREEN TWP 10
 AH7712  PID         -  AH7712
 AH7712  STATE/COUNTY-  OH/LICKING
 AH7712  USGS QUAD   -  GRATIOT (1992)
 AH7712
 AH7712                         *CURRENT SURVEY CONTROL
 AH7712  ___________________________________________________________________
 AH7712* NAD 83(1995)-  39 55 50.39801(N)    082 14 16.35041(W)     ADJUSTED  
 AH7712* NAVD 88     -       283.5    (meters)     930.     (feet)  GPS OBS   
 AH7712  ___________________________________________________________________
 AH7712  X           -     661,505.791 (meters)                     COMP
 AH7712  Y           -  -4,852,966.536 (meters)                     COMP
 AH7712  Z           -   4,072,245.414 (meters)                     COMP
 AH7712  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 AH7712  ELLIP HEIGHT-         249.53  (meters)          (10/07/05) GPS OBS
 AH7712  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 AH7712
 AH7712  HORZ ORDER  -  FIRST
 AH7712  ELLP ORDER  -  FOURTH    CLASS II
 AH7712
 AH7712.The horizontal coordinates were established by GPS observations
 AH7712.and adjusted by the National Geodetic Survey in February 1999..
 AH7712
 AH7712.The orthometric height was determined by GPS observations and a
 AH7712.high-resolution geoid model.
 AH7712
 AH7712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7712
 AH7712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7712
 AH7712.The ellipsoidal height was determined by GPS observations
 AH7712.and is referenced to NAD 83.
 AH7712
 AH7712.The geoid height was determined by GEOID03.
 AH7712
 AH7712;                    North         East     Units Scale Factor Converg.
 AH7712;SPC OH S     -   214,367.115   622,406.027   MT  0.99998130   +0 09 58.8
 AH7712;UTM  17      - 4,420,795.341   394,227.094   MT  0.99973773   -0 47 40.6
 AH7712
 AH7712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7712!SPC OH S     -   0.99996086  x   0.99998130  =   0.99994216
 AH7712!UTM  17      -   0.99996086  x   0.99973773  =   0.99969860
 AH7712
 AH7712:                Primary Azimuth Mark                     Grid Az
 AH7712:SPC OH S     -  BOWLING GREEN TWP 4                      359 43 36.4
 AH7712:UTM  17      -  BOWLING GREEN TWP 4                      000 41 15.8
 AH7712
 AH7712|---------------------------------------------------------------------|
 AH7712| PID    Reference Object                     Distance      Geod. Az  |
 AH7712|                                                           dddmmss.s |
 AH7712| AH7696 BOWLING GREEN TWP 4                 APPROX. 1.8 KM 3595335.2 |
 AH7712|---------------------------------------------------------------------|
 AH7712
 AH7712                          SUPERSEDED SURVEY CONTROL
 AH7712
 AH7712  ELLIP H (02/25/99)  249.59   (m)                       GP(       ) 4 2
 AH7712
 AH7712.Superseded values are not recommended for survey control.
 AH7712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7712.See file dsdata.txt to determine how the superseded data were derived.
 AH7712
 AH7712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE9422720795(NAD 83)
 AH7712_MARKER: DD = SURVEY DISK
 AH7712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7712_STAMPING: BOWLING GREEN TWP 10 1998
 AH7712_MARK LOGO: OH-089
 AH7712_PROJECTION: FLUSH
 AH7712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7712+STABILITY: SURFACE MOTION
 AH7712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7712+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7712
 AH7712  HISTORY     - Date     Condition        Report By
 AH7712  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7712
 AH7712                          STATION DESCRIPTION
 AH7712
 AH7712'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7712'THE STATION IS LOCATED IN BOWLING GREEN TOWNSHIP IN LICKING COUNTY,
 AH7712'OHIO ABOUT 1.7 MILES (2.7 KM) SOUTHWEST OF THE TOWN OF GRATIOT.  TO
 AH7712'REACH THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7712'RANKIN ROAD (T-7) PROCEED SOUTH ALONG RANKIN ROAD (T-7) A DISTANCE OF
 AH7712'1.2 MILES (1.9 KM) TO THE STATION ON THE RIGHT APPROXIMATELY 48 FEET
 AH7712'(14.6 M) SOUTH OF MAIL BOX NUMBER 11300.  THE STATION IS A STANDARD 3
 AH7712'1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7712'MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED BOWLING GREEN TWP
 AH7712'10 1998.  THE STATION IS 48.4 FEET (14.8 M) AZIMUTH 14 DEGREES TO A
 AH7712'MAIL BOX WITH THE NUMBER 11300, 53.8 FEET (16.4 M) AZIMUTH 47 DEGREES
 AH7712'TO A POWER POLE WITH THE NUMBER 0015/032, 34.3 FEET (10.5 M) AZIMUTH
 AH7712'75 DEGREES TO A 12 INCH CMP CULVERT, AND 69.0 FEET (21.0 M) AZIMUTH
 AH7712'193 DEGREES TO A POWER POLE WITH NO NUMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7694 ***********************************************************************
 AH7694  DESIGNATION -  BOWLING GREEN TWP 2
 AH7694  PID         -  AH7694
 AH7694  STATE/COUNTY-  OH/LICKING
 AH7694  USGS QUAD   -  GLENFORD (1992)
 AH7694
 AH7694                         *CURRENT SURVEY CONTROL
 AH7694  ___________________________________________________________________
 AH7694* NAD 83(1995)-  39 57 15.44161(N)    082 18 43.45296(W)     ADJUSTED  
 AH7694* NAVD 88     -       334.4    (meters)    1097.     (feet)  GPS OBS   
 AH7694  ___________________________________________________________________
 AH7694  X           -     655,000.820 (meters)                     COMP
 AH7694  Y           -  -4,852,188.820 (meters)                     COMP
 AH7694  Z           -   4,074,289.176 (meters)                     COMP
 AH7694  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 AH7694  ELLIP HEIGHT-         300.42  (meters)          (10/07/05) GPS OBS
 AH7694  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AH7694
 AH7694  HORZ ORDER  -  FIRST
 AH7694  ELLP ORDER  -  FOURTH    CLASS II
 AH7694
 AH7694.The horizontal coordinates were established by GPS observations
 AH7694.and adjusted by the National Geodetic Survey in February 1999..
 AH7694
 AH7694.The orthometric height was determined by GPS observations and a
 AH7694.high-resolution geoid model.
 AH7694
 AH7694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7694
 AH7694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7694
 AH7694.The ellipsoidal height was determined by GPS observations
 AH7694.and is referenced to NAD 83.
 AH7694
 AH7694.The geoid height was determined by GEOID03.
 AH7694
 AH7694;                    North         East     Units Scale Factor Converg.
 AH7694;SPC OH S     -   216,974.230   616,058.493   MT  0.99998532   +0 07 09.3
 AH7694;UTM  17      - 4,423,507.952   387,925.694   MT  0.99975463   -0 50 33.6
 AH7694
 AH7694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7694!SPC OH S     -   0.99995287  x   0.99998532  =   0.99993819
 AH7694!UTM  17      -   0.99995287  x   0.99975463  =   0.99970751
 AH7694
 AH7694                          SUPERSEDED SURVEY CONTROL
 AH7694
 AH7694  ELLIP H (02/25/99)  300.45   (m)                       GP(       ) 4 2
 AH7694
 AH7694.Superseded values are not recommended for survey control.
 AH7694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7694.See file dsdata.txt to determine how the superseded data were derived.
 AH7694
 AH7694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE8792623508(NAD 83)
 AH7694_MARKER: DD = SURVEY DISK
 AH7694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7694_STAMPING: BOWLING GREEN TWP 2 1998
 AH7694_MARK LOGO: OH-089
 AH7694_PROJECTION: FLUSH
 AH7694_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7694+STABILITY: SURFACE MOTION
 AH7694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7694+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7694
 AH7694  HISTORY     - Date     Condition        Report By
 AH7694  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7694
 AH7694                          STATION DESCRIPTION
 AH7694
 AH7694'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7694'THE STATION IS LOCATED IN BOWLING GREEN TOWNSHIP IN LICKING COUNTY,
 AH7694'OHIO ABOUT 3.0 MILES (4.8 KM) WEST OF THE TOWN OF BROWNSVILLE.  TO
 AH7694'REACH THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7694'BROWNSVILLE ROAD (CR 668) IN BROWNSVILLE PROCEED WEST ALONG NATIONAL
 AH7694'ROAD (US 40) A DISTANCE OF 2.9 MILES (4.7 KM) TO ITS INTERSECTION WITH
 AH7694'MT HOPE ROAD (T-334) AND THE STATION ON THE LEFT IN THE SOUTHEAST
 AH7694'CORNER OF THE INTERSECTION.  THE STATION IS A STANDARD 3 1/4 INCH
 AH7694'LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT
 AH7694'ONE INCH BELOW THE GROUND SURFACE AND STAMPED BOWLING GREEN TWP 2
 AH7694'1998.  THE STATION IS 15.2 FEET (4.6 M) AZIMUTH 12 DEGREES TO A STOP
 AH7694'SIGN, 34.1 FEET (10.4 M) AZIMUTH 303 DEGREES TO A WOODEN ROAD SIGN MT
 AH7694'HOPE ROAD, AND 60.1 FEET (18.3 M) AZIMUTH 64 DEGREES TO A MAIL BOX
 AH7694'WITH THE NUMBER 12663.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7695 ***********************************************************************
 AH7695  DESIGNATION -  BOWLING GREEN TWP 3
 AH7695  PID         -  AH7695
 AH7695  STATE/COUNTY-  OH/LICKING
 AH7695  USGS QUAD   -  GLENFORD (1992)
 AH7695
 AH7695                         *CURRENT SURVEY CONTROL
 AH7695  ___________________________________________________________________
 AH7695* NAD 83(1995)-  39 56 57.20258(N)    082 16 17.96167(W)     ADJUSTED  
 AH7695* NAVD 88     -       315.8    (meters)    1036.     (feet)  GPS OBS   
 AH7695  ___________________________________________________________________
 AH7695  X           -     658,469.863 (meters)                     COMP
 AH7695  Y           -  -4,852,069.407 (meters)                     COMP
 AH7695  Z           -   4,073,845.951 (meters)                     COMP
 AH7695  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AH7695  ELLIP HEIGHT-         281.78  (meters)          (10/07/05) GPS OBS
 AH7695  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 AH7695
 AH7695  HORZ ORDER  -  FIRST
 AH7695  ELLP ORDER  -  FOURTH    CLASS II
 AH7695
 AH7695.The horizontal coordinates were established by GPS observations
 AH7695.and adjusted by the National Geodetic Survey in February 1999..
 AH7695
 AH7695.The orthometric height was determined by GPS observations and a
 AH7695.high-resolution geoid model.
 AH7695
 AH7695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7695
 AH7695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7695
 AH7695.The ellipsoidal height was determined by GPS observations
 AH7695.and is referenced to NAD 83.
 AH7695
 AH7695.The geoid height was determined by GEOID03.
 AH7695
 AH7695;                    North         East     Units Scale Factor Converg.
 AH7695;SPC OH S     -   216,419.659   619,513.284   MT  0.99998444   +0 08 41.6
 AH7695;UTM  17      - 4,422,895.618   391,369.881   MT  0.99974527   -0 48 59.8
 AH7695
 AH7695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7695!SPC OH S     -   0.99995580  x   0.99998444  =   0.99994024
 AH7695!UTM  17      -   0.99995580  x   0.99974527  =   0.99970108
 AH7695
 AH7695                          SUPERSEDED SURVEY CONTROL
 AH7695
 AH7695  ELLIP H (02/25/99)  281.83   (m)                       GP(       ) 4 2
 AH7695
 AH7695.Superseded values are not recommended for survey control.
 AH7695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7695.See file dsdata.txt to determine how the superseded data were derived.
 AH7695
 AH7695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE9137022896(NAD 83)
 AH7695_MARKER: DD = SURVEY DISK
 AH7695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7695_STAMPING: BOWLING GREEN TWP 3 1998
 AH7695_MARK LOGO: OH-089
 AH7695_PROJECTION: FLUSH
 AH7695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7695+STABILITY: SURFACE MOTION
 AH7695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7695+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7695
 AH7695  HISTORY     - Date     Condition        Report By
 AH7695  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7695
 AH7695                          STATION DESCRIPTION
 AH7695
 AH7695'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7695'THE STATION IS LOCATED IN BOWLING GREEN TOWNSHIP IN LICKING COUNTY,
 AH7695'OHIO ABOUT 0.7 MILES (1.1 KM) WEST OF THE TOWN OF BROWNSVILLE.  TO
 AH7695'REACH THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7695'BROWNSVILLE ROAD (CR 668) IN BROWNSVILLE PROCEED WEST ALONG NATIONAL
 AH7695'ROAD (US 40) A DISTANCE OF 0.7 MILE (1.1 KM) TO THE STATION ON THE
 AH7695'RIGHT APPROXIMATELY 150 FEET (45.7 M) WEST OF OPEN WOOD DRIVE (T-345)
 AH7695'.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET
 AH7695'IN A POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND
 AH7695'SURFACE AND STAMPED BOWLING GREEN TWP 3 1998.  THE STATION IS 18.9
 AH7695'FEET (5.8 M) AZIMUTH 301 DEGREES TO A BOLT AT THE END OF A GUARD RAIL,
 AH7695'43.4 FEET (13.2 M) AZIMUTH 299 DEGREES TO A WOOD POST (UNDERGROUND
 AH7695'CABLE MARKER) , AND 60.9 FEET (18.6 M) AZIMUTH 234 DEGREES TO A POWER
 AH7695'POLE WITH THE NUMBER 630-86.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7696 ***********************************************************************
 AH7696  DESIGNATION -  BOWLING GREEN TWP 4
 AH7696  PID         -  AH7696
 AH7696  STATE/COUNTY-  OH/LICKING
 AH7696  USGS QUAD   -  GRATIOT (1992)
 AH7696
 AH7696                         *CURRENT SURVEY CONTROL
 AH7696  ___________________________________________________________________
 AH7696* NAD 83(1995)-  39 56 48.24413(N)    082 14 16.49063(W)     ADJUSTED  
 AH7696* NAVD 88     -       285.7    (meters)     937.     (feet)  GPS OBS   
 AH7696  ___________________________________________________________________
 AH7696  X           -     661,348.022 (meters)                     COMP
 AH7696  Y           -  -4,851,833.747 (meters)                     COMP
 AH7696  Z           -   4,073,614.820 (meters)                     COMP
 AH7696  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 AH7696  ELLIP HEIGHT-         251.72  (meters)          (10/07/05) GPS OBS
 AH7696  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AH7696
 AH7696  HORZ ORDER  -  FIRST
 AH7696  ELLP ORDER  -  FOURTH    CLASS II
 AH7696
 AH7696.The horizontal coordinates were established by GPS observations
 AH7696.and adjusted by the National Geodetic Survey in February 1999..
 AH7696
 AH7696.The orthometric height was determined by GPS observations and a
 AH7696.high-resolution geoid model.
 AH7696
 AH7696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7696
 AH7696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7696
 AH7696.The ellipsoidal height was determined by GPS observations
 AH7696.and is referenced to NAD 83.
 AH7696
 AH7696.The geoid height was determined by GEOID03.
 AH7696
 AH7696;                    North         East     Units Scale Factor Converg.
 AH7696;SPC OH S     -   216,151.193   622,397.519   MT  0.99998402   +0 09 58.7
 AH7696;UTM  17      - 4,422,578.874   394,248.507   MT  0.99973768   -0 47 41.7
 AH7696
 AH7696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7696!SPC OH S     -   0.99996051  x   0.99998402  =   0.99994453
 AH7696!UTM  17      -   0.99996051  x   0.99973768  =   0.99969820
 AH7696
 AH7696:                Primary Azimuth Mark                     Grid Az
 AH7696:SPC OH S     -  BOWLING GREEN TWP 10                     179 43 36.4
 AH7696:UTM  17      -  BOWLING GREEN TWP 10                     180 41 16.8
 AH7696
 AH7696|---------------------------------------------------------------------|
 AH7696| PID    Reference Object                     Distance      Geod. Az  |
 AH7696|                                                           dddmmss.s |
 AH7696| AH7712 BOWLING GREEN TWP 10                APPROX. 1.8 KM 1795335.1 |
 AH7696|---------------------------------------------------------------------|
 AH7696
 AH7696                          SUPERSEDED SURVEY CONTROL
 AH7696
 AH7696  ELLIP H (02/25/99)  251.77   (m)                       GP(       ) 4 2
 AH7696
 AH7696.Superseded values are not recommended for survey control.
 AH7696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7696.See file dsdata.txt to determine how the superseded data were derived.
 AH7696
 AH7696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE9424922579(NAD 83)
 AH7696_MARKER: DD = SURVEY DISK
 AH7696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7696_STAMPING: BOWLING GREEN TWP 4 1998
 AH7696_MARK LOGO: OH-089
 AH7696_PROJECTION: FLUSH
 AH7696_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7696+STABILITY: SURFACE MOTION
 AH7696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7696+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7696
 AH7696  HISTORY     - Date     Condition        Report By
 AH7696  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7696
 AH7696                          STATION DESCRIPTION
 AH7696
 AH7696'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7696'THE STATION IS LOCATED IN BOWLING GREEN TOWNSHIP IN LICKING COUNTY,
 AH7696'OHIO ABOUT 1.0 MILE (1.6 KM) EAST OF TOWN OF BROWNSVILLE.  TO REACH
 AH7696'THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7696'BROWNSVILLE ROAD (CR 668) IN BROWNSVILLE PROCEED EAST ALONG NATIONAL
 AH7696'ROAD (US 40) A DISTANCE OF 1.0 MILE (1.6 KM) TO IT INTERSECTION WITH
 AH7696'RANKIN ROAD (T-7) AND THE STATION ON THE RIGHT IN THE SOUTHWEST CORNER
 AH7696'OF THE INTERSECTION.  THE STATION IS A STANDARD 3 1/4 INCH LICKING
 AH7696'COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT ONE INCH
 AH7696'BELOW THE GROUND SURFACE AND STAMPED BOWLING GREEN TWP 4 1998.  THE
 AH7696'STATION IS 10.6 FEET (3.2 M) AZIMUTH 345 DEGREES TO A WOOD ROAD SIGN,
 AH7696'15.9 FEET (4.8 M) AZIMUTH 148 DEGREES TO A METAL TOWNSHIP SIGN, 30.5
 AH7696'FEET (9.3 M) AZIMUTH 199 DEGREES TO A POWER POLE WITH THE NUMBER 15,
 AH7696'AND 13.8 FEET (4.2 M) FROM THE EDGE OF THE PAVEMENT OF RANKIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7707 ***********************************************************************
 AH7707  DESIGNATION -  BOWLING GREEN TWP 5
 AH7707  PID         -  AH7707
 AH7707  STATE/COUNTY-  OH/LICKING
 AH7707  USGS QUAD   -  GLENFORD (1992)
 AH7707
 AH7707                         *CURRENT SURVEY CONTROL
 AH7707  ___________________________________________________________________
 AH7707* NAD 83(1995)-  39 55 50.79171(N)    082 22 28.72911(W)     ADJUSTED  
 AH7707* NAVD 88     -       286.3    (meters)     939.     (feet)  GPS OBS   
 AH7707  ___________________________________________________________________
 AH7707  X           -     649,918.548 (meters)                     COMP
 AH7707  Y           -  -4,854,526.127 (meters)                     COMP
 AH7707  Z           -   4,072,256.458 (meters)                     COMP
 AH7707  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AH7707  ELLIP HEIGHT-         252.23  (meters)          (10/07/05) GPS OBS
 AH7707  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AH7707
 AH7707  HORZ ORDER  -  FIRST
 AH7707  ELLP ORDER  -  FOURTH    CLASS II
 AH7707
 AH7707.The horizontal coordinates were established by GPS observations
 AH7707.and adjusted by the National Geodetic Survey in February 1999..
 AH7707
 AH7707.The orthometric height was determined by GPS observations and a
 AH7707.high-resolution geoid model.
 AH7707
 AH7707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7707
 AH7707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7707
 AH7707.The ellipsoidal height was determined by GPS observations
 AH7707.and is referenced to NAD 83.
 AH7707
 AH7707.The geoid height was determined by GEOID03.
 AH7707
 AH7707;                    North         East     Units Scale Factor Converg.
 AH7707;SPC OH S     -   214,354.173   610,714.976   MT  0.99998132   +0 04 46.3
 AH7707;UTM  17      - 4,420,978.533   382,540.135   MT  0.99976985   -0 52 56.8
 AH7707
 AH7707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7707!SPC OH S     -   0.99996043  x   0.99998132  =   0.99994175
 AH7707!UTM  17      -   0.99996043  x   0.99976985  =   0.99973029
 AH7707
 AH7707                          SUPERSEDED SURVEY CONTROL
 AH7707
 AH7707  ELLIP H (02/25/99)  252.25   (m)                       GP(       ) 4 2
 AH7707
 AH7707.Superseded values are not recommended for survey control.
 AH7707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7707.See file dsdata.txt to determine how the superseded data were derived.
 AH7707
 AH7707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE8254020979(NAD 83)
 AH7707_MARKER: DD = SURVEY DISK
 AH7707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7707_STAMPING: BOWLING GREEN TWP 5 1998
 AH7707_MARK LOGO: OH-089
 AH7707_PROJECTION: FLUSH
 AH7707_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7707+STABILITY: SURFACE MOTION
 AH7707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7707+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7707
 AH7707  HISTORY     - Date     Condition        Report By
 AH7707  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7707
 AH7707                          STATION DESCRIPTION
 AH7707
 AH7707'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7707'THE STATION IS LOCATED IN BOWLING GREEN TOWNSHIP IN LICKING COUNTY,
 AH7707'OHIO ABOUT 3.0 MILES (4.8 KM) SOUTHEAST OF THE TOWN OF JACKSONTOWN. TO
 AH7707'REACH THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7707'JACKSONTOWN ROAD (SR 13) IN JACKSONTOWN PROCEED EAST ALONG NATIONAL
 AH7707'ROAD (US 40) A DISTANCE OF 1.6 MILES (2.6 KM) TO ITS INTERSECTION WITH
 AH7707'SOMERSET ROAD (T-323) .  TURN RIGHT AND PROCEED SOUTH ALONG SOMERSET
 AH7707'ROAD (T-323) A DISTANCE OF 2.3 MILES (3.7 KM) TO ITS INTERSECTION WITH
 AH7707'HONDA HILLS ROAD (CR 328) PAST FIRST HONDA HILLS ON LEFT.  TURN RIGHT
 AH7707'AND PROCEED WEST ALONG HONDA HILLS ROAD (CR 328) A DISTANCE OF 0.7
 AH7707'MILE (1.1 KM) TO THE STATION ON THE LEFT. THE STATION IS A STANDARD 3
 AH7707'1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7707'MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED BOWLING GREEN TWP 5
 AH7707'1998.  THE STATION IS 64.3 FEET (19.6 M) AZIMUTH 76 DEGREES TO A 4
 AH7707'INCH ASH TREE, 20.5 FEET (6.2 M) SOUTH FROM THE CENTERLINE OF HONDA
 AH7707'HILLS ROAD, 45.6 FEET (13.9 M) AZIMUTH 320 DEGREES TO A 12 INCH CMP
 AH7707'CULVERT, AND 94.3 FEET (28.7 M) AZIMUTH 40 DEGREES TO A TELEPHONE
 AH7707'PEDESTAL WITH THE NUMBER 23/25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7708 ***********************************************************************
 AH7708  DESIGNATION -  BOWLING GREEN TWP 6
 AH7708  PID         -  AH7708
 AH7708  STATE/COUNTY-  OH/LICKING
 AH7708  USGS QUAD   -  GLENFORD (1992)
 AH7708
 AH7708                         *CURRENT SURVEY CONTROL
 AH7708  ___________________________________________________________________
 AH7708* NAD 83(1995)-  39 55 26.15446(N)    082 20 24.71181(W)     ADJUSTED  
 AH7708* NAVD 88     -       293.4    (meters)     963.     (feet)  GPS OBS   
 AH7708  ___________________________________________________________________
 AH7708  X           -     652,902.958 (meters)                     COMP
 AH7708  Y           -  -4,854,623.218 (meters)                     COMP
 AH7708  Z           -   4,071,678.249 (meters)                     COMP
 AH7708  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AH7708  ELLIP HEIGHT-         259.29  (meters)          (10/07/05) GPS OBS
 AH7708  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AH7708
 AH7708  HORZ ORDER  -  FIRST
 AH7708  ELLP ORDER  -  FOURTH    CLASS II
 AH7708
 AH7708.The horizontal coordinates were established by GPS observations
 AH7708.and adjusted by the National Geodetic Survey in February 1999..
 AH7708
 AH7708.The orthometric height was determined by GPS observations and a
 AH7708.high-resolution geoid model.
 AH7708
 AH7708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7708
 AH7708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7708
 AH7708.The ellipsoidal height was determined by GPS observations
 AH7708.and is referenced to NAD 83.
 AH7708
 AH7708.The geoid height was determined by GEOID03.
 AH7708
 AH7708;                    North         East     Units Scale Factor Converg.
 AH7708;SPC OH S     -   213,598.963   613,660.985   MT  0.99998019   +0 06 05.0
 AH7708;UTM  17      - 4,420,174.152   385,472.421   MT  0.99976148   -0 51 36.7
 AH7708
 AH7708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7708!SPC OH S     -   0.99995932  x   0.99998019  =   0.99993952
 AH7708!UTM  17      -   0.99995932  x   0.99976148  =   0.99972081
 AH7708
 AH7708                          SUPERSEDED SURVEY CONTROL
 AH7708
 AH7708  ELLIP H (02/25/99)  259.31   (m)                       GP(       ) 4 2
 AH7708
 AH7708.Superseded values are not recommended for survey control.
 AH7708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7708.See file dsdata.txt to determine how the superseded data were derived.
 AH7708
 AH7708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE8547220174(NAD 83)
 AH7708_MARKER: DD = SURVEY DISK
 AH7708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7708_STAMPING: BOWLING GREEN TWP 6 1998
 AH7708_MARK LOGO: OH-089
 AH7708_PROJECTION: FLUSH
 AH7708_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7708+STABILITY: SURFACE MOTION
 AH7708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7708+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7708
 AH7708  HISTORY     - Date     Condition        Report By
 AH7708  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7708
 AH7708                          STATION DESCRIPTION
 AH7708
 AH7708'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7708'THE STATION IS LOCATED IN BOWLING GREEN TOWNSHIP IN LICKING COUNTY,
 AH7708'OHIO ABOUT 4.7 MILES (7.6 KM) SOUTHEAST OF JACKSONTOWN.  TO REACH THE
 AH7708'STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND JACKSONTOWN
 AH7708'ROAD (SR 13) IN JACKSONTOWN PROCEED EAST ALONG NATIONAL ROAD (US 40) A
 AH7708'DISTANCE OF 1.6 MILES (2.6 KM) TO ITS INTERSECTION WITH SOMERSET ROAD
 AH7708'(T-323) .  TURN RIGHT AND PROCEED SOUTH ALONG SOMERSET ROAD (T-323) A
 AH7708'DISTANCE OF 2.3 MILES (3.7 KM) TO A DEAD END, HONDA HILLS ROAD (CR
 AH7708'328) ON THE RIGHT AND SOMERSET ROAD (CR 323) ON THE LEFT.  TURN LEFT
 AH7708'AND PROCEED EAST ALONG SOMERSET ROAD (CR 323) A DISTANCE OF 1.3 MILES
 AH7708'(2.1 KM) TO A DEAD END, LAUREL ROAD (CR 332) ON THE LEFT AND SOMERSET
 AH7708'ROAD (CR 323) ON THE RIGHT.  TURN RIGHT AND PROCEED SOUTHEAST ALONG
 AH7708'SOMERSET ROAD (CR 323) A DISTANCE OF 0.3 MILE (0.5 KM) TO THE STATION
 AH7708'ON THE RIGHT AT THE TOP OF A HILL, OPPOSITE A HOUSE WITH A GARAGE.
 AH7708'THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN
 AH7708'A POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND SURFACE
 AH7708'AND STAMPED BOWLING GREEN TWP 6 1998. THE STATION IS 46.5 FEET (14.2
 AH7708'M) AZIMUTH 158 DEGREES TO A SCHOOL BUS STOP AHEAD SIGN, 7.5 FEET (2.3
 AH7708'M) AZIMUTH 312 DEGREES TO A WOOD POST, 62.5 FEET (19.1 M) AZIMUTH 135
 AH7708'DEGREES TO A MAIL BOX AND 17.0 FEET (5.2 M) WEST FROM THE CENTERLINE
 AH7708'OF SOMERSET ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7709 ***********************************************************************
 AH7709  DESIGNATION -  BOWLING GREEN TWP 7
 AH7709  PID         -  AH7709
 AH7709  STATE/COUNTY-  OH/LICKING
 AH7709  USGS QUAD   -  GLENFORD (1992)
 AH7709
 AH7709                         *CURRENT SURVEY CONTROL
 AH7709  ___________________________________________________________________
 AH7709* NAD 83(1995)-  39 55 52.13336(N)    082 18 22.12368(W)     ADJUSTED  
 AH7709* NAVD 88     -       304.5    (meters)     999.     (feet)  GPS OBS   
 AH7709  ___________________________________________________________________
 AH7709  X           -     655,720.359 (meters)                     COMP
 AH7709  Y           -  -4,853,733.177 (meters)                     COMP
 AH7709  Z           -   4,072,299.905 (meters)                     COMP
 AH7709  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 AH7709  ELLIP HEIGHT-         270.48  (meters)          (10/07/05) GPS OBS
 AH7709  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AH7709
 AH7709  HORZ ORDER  -  FIRST
 AH7709  ELLP ORDER  -  FOURTH    CLASS II
 AH7709
 AH7709.The horizontal coordinates were established by GPS observations
 AH7709.and adjusted by the National Geodetic Survey in February 1999..
 AH7709
 AH7709.The orthometric height was determined by GPS observations and a
 AH7709.high-resolution geoid model.
 AH7709
 AH7709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7709
 AH7709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7709
 AH7709.The ellipsoidal height was determined by GPS observations
 AH7709.and is referenced to NAD 83.
 AH7709
 AH7709.The geoid height was determined by GEOID03.
 AH7709
 AH7709;                    North         East     Units Scale Factor Converg.
 AH7709;SPC OH S     -   214,405.902   616,570.279   MT  0.99998138   +0 07 22.8
 AH7709;UTM  17      - 4,420,931.987   388,394.194   MT  0.99975334   -0 50 18.4
 AH7709
 AH7709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7709!SPC OH S     -   0.99995757  x   0.99998138  =   0.99993895
 AH7709!UTM  17      -   0.99995757  x   0.99975334  =   0.99971092
 AH7709
 AH7709:                Primary Azimuth Mark                     Grid Az
 AH7709:SPC OH S     -  BOWLING GREEN TWP 8                      179 57 23.4
 AH7709:UTM  17      -  BOWLING GREEN TWP 8                      180 55 04.6
 AH7709
 AH7709|---------------------------------------------------------------------|
 AH7709| PID    Reference Object                     Distance      Geod. Az  |
 AH7709|                                                           dddmmss.s |
 AH7709| AH7710 BOWLING GREEN TWP 8                 APPROX. 1.7 KM 1800446.2 |
 AH7709|---------------------------------------------------------------------|
 AH7709
 AH7709                          SUPERSEDED SURVEY CONTROL
 AH7709
 AH7709  ELLIP H (02/25/99)  270.50   (m)                       GP(       ) 4 2
 AH7709
 AH7709.Superseded values are not recommended for survey control.
 AH7709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7709.See file dsdata.txt to determine how the superseded data were derived.
 AH7709
 AH7709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE8839420932(NAD 83)
 AH7709_MARKER: DD = SURVEY DISK
 AH7709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7709_STAMPING: BOWLING GREEN TWP 7 1998
 AH7709_MARK LOGO: OH-089
 AH7709_PROJECTION: FLUSH
 AH7709_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7709+STABILITY: SURFACE MOTION
 AH7709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7709+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7709
 AH7709  HISTORY     - Date     Condition        Report By
 AH7709  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7709
 AH7709                          STATION DESCRIPTION
 AH7709
 AH7709'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7709'THE STATION IS LOCATED IN BOWLING GREEN TOWNSHIP IN LICKING COUNTY,
 AH7709'OHIO ABOUT 2.5 MILES (4.0 KM) SOUTHEAST OF THE TOWN OF LINNVILLE.  TO
 AH7709'REACH THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7709'LINNVILLE ROAD (CR 311) PROCEED EAST ALONG NATIONAL ROAD (US 40) A
 AH7709'DISTANCE OF 0.6 MILE (1.0 KM) TO ITS INTERSECTION WITH SHELLEY ROAD
 AH7709'(CR 330) .  TURN RIGHT AND PROCEED SOUTH ALONG SHELLEY ROAD (CR 330) A
 AH7709'DISTANCE OF 1.7 MILES (2.7 KM) TO ITS INTERSECTION WITH LAUREL HILL
 AH7709'ROAD (CR 332) .  TURN LEFT AND PROCEED EAST ALONG LAUREL HILL ROAD (CR
 AH7709'332) A DISTANCE OF 1.8 MILES (2.9 KM) TO THE STATION ON THE RIGHT.
 AH7709'THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN
 AH7709'A POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND SURFACE
 AH7709'AND STAMPED BOWLING GREEN TWP 7 1998.  THE STATION IS 18.6 FEET (5.7
 AH7709'M) AZIMUTH 115 DEGREES TO A POWER POLE WITH THE NUMBER AT3/31/4, 48.5
 AH7709'FEET (14.8 M) AZIMUTH 55 DEGREES TO A MAIL BOX WITH THE NUMBER 12961,
 AH7709'48.7 FEET (14.8 M) AZIMUTH 02 DEGREES TO A TELEPHONE PEDESTAL AND 12.1
 AH7709'FEET (3.7 M) SOUTH FROM THE EDGE OF THE PAVEMENT OF LAUREL HILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7710 ***********************************************************************
 AH7710  DESIGNATION -  BOWLING GREEN TWP 8
 AH7710  PID         -  AH7710
 AH7710  STATE/COUNTY-  OH/PERRY
 AH7710  USGS QUAD   -  GLENFORD (1992)
 AH7710
 AH7710                         *CURRENT SURVEY CONTROL
 AH7710  ___________________________________________________________________
 AH7710* NAD 83(1995)-  39 54 58.07142(N)    082 18 22.22111(W)     ADJUSTED  
 AH7710* NAVD 88     -       265.3    (meters)     870.     (feet)  GPS OBS   
 AH7710  ___________________________________________________________________
 AH7710  X           -     655,857.304 (meters)                     COMP
 AH7710  Y           -  -4,854,764.151 (meters)                     COMP
 AH7710  Z           -   4,070,995.929 (meters)                     COMP
 AH7710  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 AH7710  ELLIP HEIGHT-         231.23  (meters)          (10/07/05) GPS OBS
 AH7710  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AH7710
 AH7710  HORZ ORDER  -  FIRST
 AH7710  ELLP ORDER  -  FOURTH    CLASS II
 AH7710
 AH7710.The horizontal coordinates were established by GPS observations
 AH7710.and adjusted by the National Geodetic Survey in February 1999..
 AH7710
 AH7710.The orthometric height was determined by GPS observations and a
 AH7710.high-resolution geoid model.
 AH7710
 AH7710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7710
 AH7710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7710
 AH7710.The ellipsoidal height was determined by GPS observations
 AH7710.and is referenced to NAD 83.
 AH7710
 AH7710.The geoid height was determined by GEOID03.
 AH7710
 AH7710;                    North         East     Units Scale Factor Converg.
 AH7710;SPC OH S     -   212,738.526   616,571.545   MT  0.99997892   +0 07 22.8
 AH7710;UTM  17      - 4,419,265.203   388,367.491   MT  0.99975341   -0 50 17.6
 AH7710
 AH7710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7710!SPC OH S     -   0.99996373  x   0.99997892  =   0.99994265
 AH7710!UTM  17      -   0.99996373  x   0.99975341  =   0.99971714
 AH7710
 AH7710:                Primary Azimuth Mark                     Grid Az
 AH7710:SPC OH S     -  BOWLING GREEN TWP 7                      359 57 23.4
 AH7710:UTM  17      -  BOWLING GREEN TWP 7                      000 55 03.8
 AH7710
 AH7710|---------------------------------------------------------------------|
 AH7710| PID    Reference Object                     Distance      Geod. Az  |
 AH7710|                                                           dddmmss.s |
 AH7710| AH7709 BOWLING GREEN TWP 7                 APPROX. 1.7 KM 0000446.2 |
 AH7710|---------------------------------------------------------------------|
 AH7710
 AH7710                          SUPERSEDED SURVEY CONTROL
 AH7710
 AH7710  ELLIP H (02/25/99)  231.24   (m)                       GP(       ) 4 2
 AH7710
 AH7710.Superseded values are not recommended for survey control.
 AH7710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7710.See file dsdata.txt to determine how the superseded data were derived.
 AH7710
 AH7710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE8836719265(NAD 83)
 AH7710_MARKER: DD = SURVEY DISK
 AH7710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7710_STAMPING: BOWLING GREEN TWP 8 1998
 AH7710_MARK LOGO: OH-089
 AH7710_PROJECTION: FLUSH
 AH7710_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7710+STABILITY: SURFACE MOTION
 AH7710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7710+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7710
 AH7710  HISTORY     - Date     Condition        Report By
 AH7710  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7710
 AH7710                          STATION DESCRIPTION
 AH7710
 AH7710'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7710'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP IN PERRY COUNTY ABOUT 3.0
 AH7710'MILES (4.8 KM) SOUTHEAST OF THE TOWN OF LINNVILLE.  TO REACH THE
 AH7710'STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND LINNVILLE
 AH7710'ROAD (CR 311) PROCEED EAST ALONG NATIONAL ROAD (US 40) A DISTANCE OF
 AH7710'0.6 MILE (1.0 KM) TO ITS INTERSECTION WITH SHELLEY ROAD (CR 330) .
 AH7710'TURN RIGHT AND PROCEED SOUTH ALONG SHELLEY ROAD (CR 330) A DISTANCE OF
 AH7710'1.7 MILES (2.7 KM) TO ITS INTERSECTION WITH LAUREL HILL ROAD (CR 332)
 AH7710'.  TURN LEFT AND PROCEED EAST ALONG LAUREL HILL ROAD (CR 332) A
 AH7710'DISTANCE OF 2.1 MILES (3.4 KM) TO ITS INTERSECTION WITH MIDLAND ROAD
 AH7710'(CR 5) .  TURN RIGHT AND PROCEED SOUTH ALONG MIDLAND ROAD (CR 5) A
 AH7710'DISTANCE OF 1.3 MILES (2.1 KM) TO THE STATION ON THE RIGHT NEXT TO THE
 AH7710'BRIDGE WHERE THE MIDLAND ROAD TURNS 90 DEGREES TO HEAD DUE SOUTH
 AH7710'AGAIN.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY
 AH7710'DISK SET IN A POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW THE
 AH7710'GROUND SURFACE AND STAMPED BOWLING GREEN TWP 8 1998.  THE STATION IS
 AH7710'10.7 FEET (3.3 M) AZIMUTH 229 DEGREES TO A SIGN POST WITH AN ARROW
 AH7710'POINTING LEFT, 21.9 FEET (6.7 M) AZIMUTH 250 DEGREES TO A SIGN POST
 AH7710'WITH AN ARROW POINTING RIGHT, 7.4 FEET (2.3 M) AZIMUTH 25 DEGREES TO A
 AH7710'GUARD RAIL POST AND 2.7 FEET (0.8 M) FROM THE EDGE OF THE PAVEMENT OF
 AH7710'MIDLAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7711 ***********************************************************************
 AH7711  DESIGNATION -  BOWLING GREEN TWP 9
 AH7711  PID         -  AH7711
 AH7711  STATE/COUNTY-  OH/LICKING
 AH7711  USGS QUAD   -  GLENFORD (1992)
 AH7711
 AH7711                         *CURRENT SURVEY CONTROL
 AH7711  ___________________________________________________________________
 AH7711* NAD 83(1995)-  39 54 50.46507(N)    082 15 11.95887(W)     ADJUSTED  
 AH7711* NAVD 88     -       289.9    (meters)     951.     (feet)  GPS OBS   
 AH7711  ___________________________________________________________________
 AH7711  X           -     660,357.984 (meters)                     COMP
 AH7711  Y           -  -4,854,325.015 (meters)                     COMP
 AH7711  Z           -   4,070,831.809 (meters)                     COMP
 AH7711  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 AH7711  ELLIP HEIGHT-         255.89  (meters)          (10/07/05) GPS OBS
 AH7711  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 AH7711
 AH7711  HORZ ORDER  -  FIRST
 AH7711  ELLP ORDER  -  FOURTH    CLASS II
 AH7711
 AH7711.The horizontal coordinates were established by GPS observations
 AH7711.and adjusted by the National Geodetic Survey in February 1999..
 AH7711
 AH7711.The orthometric height was determined by GPS observations and a
 AH7711.high-resolution geoid model.
 AH7711
 AH7711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7711
 AH7711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7711
 AH7711.The ellipsoidal height was determined by GPS observations
 AH7711.and is referenced to NAD 83.
 AH7711
 AH7711.The geoid height was determined by GEOID03.
 AH7711
 AH7711;                    North         East     Units Scale Factor Converg.
 AH7711;SPC OH S     -   212,514.955   621,090.712   MT  0.99997857   +0 09 23.5
 AH7711;UTM  17      - 4,418,965.938   392,881.228   MT  0.99974126   -0 48 15.3
 AH7711
 AH7711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7711!SPC OH S     -   0.99995986  x   0.99997857  =   0.99993843
 AH7711!UTM  17      -   0.99995986  x   0.99974126  =   0.99970113
 AH7711
 AH7711                          SUPERSEDED SURVEY CONTROL
 AH7711
 AH7711  ELLIP H (02/25/99)  255.95   (m)                       GP(       ) 4 2
 AH7711
 AH7711.Superseded values are not recommended for survey control.
 AH7711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7711.See file dsdata.txt to determine how the superseded data were derived.
 AH7711
 AH7711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE9288118966(NAD 83)
 AH7711_MARKER: DD = SURVEY DISK
 AH7711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7711_STAMPING: BOWLING GREEN TWP 9 1998
 AH7711_MARK LOGO: OH-089
 AH7711_PROJECTION: FLUSH
 AH7711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7711+STABILITY: SURFACE MOTION
 AH7711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7711+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7711
 AH7711  HISTORY     - Date     Condition        Report By
 AH7711  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7711
 AH7711                          STATION DESCRIPTION
 AH7711
 AH7711'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7711'THE STATION IS LOCATED IN BOWLING GREEN TOWNSHIP IN LICKING COUNTY,
 AH7711'OHIO ABOUT 2.3 MILES (3.7 KM) SOUTH OF THE TOWN OF BROWNSVILLE.  TO
 AH7711'REACH THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7711'BROWNSVILLE ROAD (SR 668) IN BROWNSVILLE PROCEED SOUTH ALONG
 AH7711'BROWNSVILLE ROAD (SR 668) APPROXIMATELY OF 2.9 MILES (4.7 KM) TO THE
 AH7711'LICKING AND PERRY COUNTY LINE AND THE STATION ON THE LEFT NEAR THE
 AH7711'COUNTY LINE SIGN.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY
 AH7711'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT TWO INCHES
 AH7711'BELOW THE GROUND SURFACE AND STAMPED BOWLING GREEN TWP 9 1998.  THE
 AH7711'STATION IS 4.5 FEET (1.4 M) AZIMUTH 283 DEGREES TO AN ENTERING LICKING
 AH7711'COUNTY SIGN, 16.5 FEET (5.0 M) AZIMUTH 101 DEGREES TO A POWER POLE
 AH7711'WITH THE NUMBER EP B-10, AND 22.2 FEET (6.8 M) AZIMUTH 40 DEGREES TO A
 AH7711'POWER POLE WITH THE NUMBER 0019/087.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH3473 ***********************************************************************
 DH3473  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3473  DESIGNATION -  BOWLINGGREEN COOP CORS ARP
 DH3473  CORS_ID     -  BGOH
 DH3473  PID         -  DH3473
 DH3473  STATE/COUNTY-  OH/WOOD
 DH3473  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 DH3473
 DH3473                         *CURRENT SURVEY CONTROL
 DH3473  ___________________________________________________________________
 DH3473* NAD 83(CORS)-  41 22 48.59527(N)    083 38 33.45714(W)     ADJUSTED  
 DH3473* NAVD 88     -                                                        
 DH3473  ___________________________________________________________________
 DH3473  EPOCH DATE  -        2002.00
 DH3473  X           -     530,720.724 (meters)                     COMP
 DH3473  Y           -  -4,763,471.582 (meters)                     COMP
 DH3473  Z           -   4,194,335.094 (meters)                     COMP
 DH3473  ELLIP HEIGHT-         211.78  (meters)          (05/??/05) GPS OBS
 DH3473  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 DH3473
 DH3473  HORZ ORDER  -  SPECIAL (CORS)
 DH3473  ELLP ORDER  -  SPECIAL (CORS)
 DH3473
 DH3473.ITRF positions are available for this station.
 DH3473.The coordinates were established by GPS observations
 DH3473.and adjusted by the National Geodetic Survey in May 2005..
 DH3473.The coordinates are valid at the epoch date displayed above.
 DH3473.The epoch date for horizontal control is a decimal equivalence
 DH3473.of Year/Month/Day.
 DH3473
 DH3473
 DH3473.The PID for the CORS L1 Phase Center is DH3474.
 DH3473
 DH3473.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3473
 DH3473.The ellipsoidal height was determined by GPS observations
 DH3473.and is referenced to NAD 83.
 DH3473
 DH3473.The geoid height was determined by GEOID03.
 DH3473
 DH3473;                    North         East     Units Scale Factor Converg.
 DH3473;SPC OH N     -   190,905.015   504,426.494   MT  0.99995398   -0 45 02.3
 DH3473
 DH3473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3473!SPC OH N     -   0.99996678  x   0.99995398  =   0.99992076
 DH3473
 DH3473                          SUPERSEDED SURVEY CONTROL
 DH3473
 DH3473.No superseded survey control is available for this station.
 DH3473
 DH3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7902384330(NAD 83)
 DH3473_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3473
 DH3473                          STATION DESCRIPTION
 DH3473
 DH3473'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3473'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3473'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3473'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3473'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3473'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH3474 ***********************************************************************
 DH3474  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3474  DESIGNATION -  BOWLINGGREEN COOP CORS L1 PHASE CENTER
 DH3474  CORS_ID     -  BGOH
 DH3474  PID         -  DH3474
 DH3474  STATE/COUNTY-  OH/WOOD
 DH3474  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 DH3474
 DH3474                         *CURRENT SURVEY CONTROL
 DH3474  ___________________________________________________________________
 DH3474* NAD 83(CORS)-  41 22 48.59528(N)    083 38 33.45712(W)     ADJUSTED  
 DH3474* NAVD 88     -                                                        
 DH3474  ___________________________________________________________________
 DH3474  EPOCH DATE  -        2002.00
 DH3474  X           -     530,720.730 (meters)                     COMP
 DH3474  Y           -  -4,763,471.634 (meters)                     COMP
 DH3474  Z           -   4,194,335.141 (meters)                     COMP
 DH3474  ELLIP HEIGHT-         211.85  (meters)          (05/??/05) GPS OBS
 DH3474  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 DH3474
 DH3474  HORZ ORDER  -  SPECIAL (CORS)
 DH3474  ELLP ORDER  -  SPECIAL (CORS)
 DH3474
 DH3474.ITRF positions are available for this station.
 DH3474.The coordinates were established by GPS observations
 DH3474.and adjusted by the National Geodetic Survey in May 2005..
 DH3474.The coordinates are valid at the epoch date displayed above.
 DH3474.The epoch date for horizontal control is a decimal equivalence
 DH3474.of Year/Month/Day.
 DH3474
 DH3474
 DH3474.The PID for the CORS ARP is DH3473.
 DH3474
 DH3474.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3474
 DH3474.The ellipsoidal height was determined by GPS observations
 DH3474.and is referenced to NAD 83.
 DH3474
 DH3474.The geoid height was determined by GEOID03.
 DH3474
 DH3474;                    North         East     Units Scale Factor Converg.
 DH3474;SPC OH N     -   190,905.016   504,426.494   MT  0.99995398   -0 45 02.3
 DH3474
 DH3474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3474!SPC OH N     -   0.99996677  x   0.99995398  =   0.99992075
 DH3474
 DH3474                          SUPERSEDED SURVEY CONTROL
 DH3474
 DH3474.No superseded survey control is available for this station.
 DH3474
 DH3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7902384330(NAD 83)
 DH3474_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3474
 DH3474                          STATION DESCRIPTION
 DH3474
 DH3474'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3474'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3474'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3474'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3474'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3474'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1535 ***********************************************************************
 MC1535  CBN         -  This is a Cooperative Base Network Control Station.
 MC1535  PACS        -  This is a Primary Airport Control Station.
 MC1535  DESIGNATION -  BOWLPORT
 MC1535  PID         -  MC1535
 MC1535  STATE/COUNTY-  OH/WOOD
 MC1535  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 MC1535
 MC1535                         *CURRENT SURVEY CONTROL
 MC1535  ___________________________________________________________________
 MC1535* NAD 83(1995)-  41 23 14.13975(N)    083 38 10.00355(W)     ADJUSTED  
 MC1535* NAVD 88     -       204.633  (meters)     671.37   (feet)  ADJUSTED  
 MC1535  ___________________________________________________________________
 MC1535  X           -     531,201.076 (meters)                     COMP
 MC1535  Y           -  -4,762,861.747 (meters)                     COMP
 MC1535  Z           -   4,194,898.313 (meters)                     COMP
 MC1535  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 MC1535  ELLIP HEIGHT-         169.31  (meters)          (03/08/05) GPS OBS
 MC1535  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1535  DYNAMIC HT  -         204.549 (meters)     671.09  (feet)  COMP
 MC1535  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 MC1535
 MC1535  HORZ ORDER  -  B
 MC1535  VERT ORDER  -  FIRST     CLASS II
 MC1535  ELLP ORDER  -  FOURTH    CLASS II
 MC1535
 MC1535.This mark is at Wood County Airport (1G0)
 MC1535
 MC1535.The horizontal coordinates were established by GPS observations
 MC1535.and adjusted by the National Geodetic Survey in August 1996..
 MC1535
 MC1535.The orthometric height was determined by differential leveling
 MC1535.and adjusted by the National Geodetic Survey in January 1994..
 MC1535
 MC1535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1535
 MC1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1535
 MC1535.The ellipsoidal height was determined by GPS observations
 MC1535.and is referenced to NAD 83.
 MC1535
 MC1535.The geoid height was determined by GEOID03.
 MC1535
 MC1535.The dynamic height is computed by dividing the NAVD 88
 MC1535.geopotential number by the normal gravity value computed on the
 MC1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1535.degrees latitude (g = 980.6199 gals.).
 MC1535
 MC1535.The modeled gravity was interpolated from observed gravity values.
 MC1535
 MC1535;                    North         East     Units Scale Factor Converg.
 MC1535;SPC OH N     -   191,685.850   504,981.657   MT  0.99995466   -0 44 46.9
 MC1535;UTM  17      - 4,585,101.674   279,591.713   MT  1.00019789   -1 44 36.8
 MC1535
 MC1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1535!SPC OH N     -   0.99997344  x   0.99995466  =   0.99992811
 MC1535!UTM  17      -   0.99997344  x   1.00019789  =   1.00017133
 MC1535
 MC1535|---------------------------------------------------------------------|
 MC1535| PID    Reference Object                     Distance      Geod. Az  |
 MC1535|                                                           dddmmss.s |
 MC1535| MC1540 BOWLPORT AZ MK                      352.679 METERS 05425     |
 MC1535|---------------------------------------------------------------------|
 MC1535
 MC1535                          SUPERSEDED SURVEY CONTROL
 MC1535
 MC1535  ELLIP H (08/20/96)  169.35   (m)                       GP(       ) 4 2
 MC1535  NAD 83(1986)-  41 23 14.14164(N)    083 38 10.01793(W) AD(       ) 3
 MC1535  NAD 27      -  41 23 13.96956(N)    083 38 10.26220(W) AD(       ) 3
 MC1535  NAVD 88 (08/20/96)  204.63   (m)          671.4    (f) LEVELING    3  
 MC1535  NGVD 29 (02/23/89)  205.0    (m)          673.     (f) GPS OBS        
 MC1535
 MC1535.Superseded values are not recommended for survey control.
 MC1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1535.See file dsdata.txt to determine how the superseded data were derived.
 MC1535
 MC1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7959285102(NAD 83)
 MC1535_MARKER: DH = HORIZONTAL CONTROL DISK
 MC1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1535_SP_SET: CONCRETE POST
 MC1535_STAMPING: BOWLPORT 1987
 MC1535_MARK LOGO: NGS   
 MC1535_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1535+STABILITY: SURFACE MOTION
 MC1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1535+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 MC1535
 MC1535  HISTORY     - Date     Condition        Report By
 MC1535  HISTORY     - 1987     MONUMENTED       NGS
 MC1535  HISTORY     - 19870925 GOOD
 MC1535  HISTORY     - 19880816 GOOD             NGS
 MC1535  HISTORY     - 19930716 GOOD             NGS
 MC1535  HISTORY     - 19951113 GOOD             NGS
 MC1535  HISTORY     - 20041219 GOOD             USPSQD
 MC1535
 MC1535                          STATION DESCRIPTION
 MC1535
 MC1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 MC1535'THE STATION IS  1 MILE NORTHEAST OF BOWLING GREEN, 1 MILE WEST OF THE
 MC1535'INTERSTATE 75 AT THE WOOD COUNTY AIRPORT IN THE SOUTHWEST ANGEL OF
 MC1535'THE JUNCTION OF THE PAVED RUNWAYS.
 MC1535'TO REACH FROM THE JUNCTION OF INTERSTATE 75 AND STATE HIGHWAYS 64 AND
 MC1535'105 ABOUT 1 MILE EAST OF BOWLING GREEN.  GO WEST ON STATE HIGHWAY 64
 MC1535'FOR 0.7 MILE TO MERCER ROAD ON THE RIGHT.  TURN RIGHT, NORTH, FOR 0.7
 MC1535'MILE TO POE ROAD LEFT.  TURN LEFT, WEST, FOR 0.3 MILE TO THE AIRPORT
 MC1535'ENTRANCE ON THE RIGHT.  TURN RIGHT TO THE ADMINISTRATION BUILDING,
 MC1535'FROM THE ADMINISTRATION BUILDING GO NORTH ACROSS APRON TO THE RUNWAY
 MC1535'TAXIWAY JUNCTION.  TURN RIGHT, NORTHEAST, ALONG THE SOUTHWEST SIDE
 MC1535'OF RUNWAY OR 0.1 MILE TO THE STATION IN THE SOUTHWEST ANGLE OF
 MC1535'RUNWAYS.
 MC1535'THE STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED --BOWLING
 MC1535'1986--.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND 30 CM CONCRETE
 MC1535'POST FLUSH WITH THE GROUND.  IT IS 50 METERS NORTH NORTHWEST OF THE
 MC1535'BASE OF THE TETRAHEDRON, 18.6 METERS SOUTHEAST OF THE NORTHEAST/
 MC1535'SOUTHWEST RUNWAY, 18.0 METERS WEST OF THE NORTH/SOUTH RUNWAY, 6.9
 MC1535'METERS SOUTH-SOUTHWEST OF THE CENTER OF A METAL GRATE AND 0.3 METERS
 MC1535'NORTH-NORTHWEST OF THE FIBERGLASS WITNESS POST.
 MC1535'DESCRIBED BY B.L.LAMBERTS. JAMES MALONEY 9/04/87 TYPED.
 MC1535
 MC1535                          STATION RECOVERY (1987)
 MC1535
 MC1535'RECOVERED 1987
 MC1535'RECOVERED IN GOOD CONDITION.
 MC1535
 MC1535                          STATION RECOVERY (1988)
 MC1535
 MC1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MC1535'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) NORTHEAST OF BOWLING
 MC1535'GREEN, 2 KM (1.25 MI) WEST OF INTERSTATE HIGHWAY 75 AND AT THE WOOD
 MC1535'COUNTY AIRPORT.  OWNERSHIP--WOOD COUNTY, C/O WILLIAM GIBSON, 1255
 MC1535'EAST POE, BOWLING GREEN, OH 43402, PHONE 419-354-2908.
 MC1535'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 MC1535'STATE HIGHWAYS 64 AND 105, EXIT 181, ABOUT 2.0 KM (1.25 MI) EAST OF
 MC1535'BOWLING GREEN, GO WEST ON STATE HIGHWAY 64 FOR 1.1 KM (0.70 MI) TO
 MC1535'MERCER ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 1.1 KM
 MC1535'(0.70 MI) TO POE ROAD ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.5 KM
 MC1535'(0.30 MI) TO AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO TO
 MC1535'ADMINISTRATION BUILDING.  FROM THE ADMINISTRATION BUILDING GO NORTH
 MC1535'ACROSS APRON FOR 131 M (429.8 FT) TO THE JUNCTION OF RUNWAY AND
 MC1535'TAXIWAY AND THE STATION.
 MC1535'THE STATION MARK IS A STANDARD NGS STATION MARK DISK SET IN THE TOP OF
 MC1535'30 CM IN DIAMETER CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 MC1535'LOCATED 25.1 M (82.3 FT) NORTH FROM NORTH EDGE OF AIRPLANE PARKING
 MC1535'LOT, 20.3 M (66.6 FT) SOUTHEAST FROM CENTER OF RUNWAY, 19.8 M
 MC1535'(65.0 FT) WEST FROM CENTER OF TAXIWAY AND 0.3 M (1.0 FT) SOUTH FROM A
 MC1535'FIBERGLASS WITNESS POST.
 MC1535'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MC1535'DESCRIBED BY D.L. ADAMS.
 MC1535
 MC1535                          STATION RECOVERY (1993)
 MC1535
 MC1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC1535'1.1 KM (0.70 MI) WESTERLY ALONG EAST WOOSTER STREET FROM THE JUNCTION
 MC1535'OF INTERSTATE HIGHWAY 75 IN BOWLING GREEN (EXIT 181), THENCE 1.2 KM
 MC1535'(0.75 MI) NORTHERLY ALONG MERCER ROAD, THENCE 0.7 KM (0.45 MI)
 MC1535'WESTERLY ALONG EAST POE ROAD, THENCE 0.3 KM (0.20 MI) NORTHEASTERLY
 MC1535'ALONG A GRAVELED ROAD AROUND THE WEST AND NORTH SIDES OF A HANGAR AND
 MC1535'THE WOOD COUNTY AIRPORT OFFICE AND NORTHERLY ACROSS AN APRON AND
 MC1535'ALONG A TAXIWAY, 127.0 M (416.7 FT) NORTH-NORTHEAST OF THE NORTHEAST
 MC1535'CORNER OF THE OFFICE AND HANGAR, 25.1 M (82.3 FT) NORTH OF THE NORTH
 MC1535'EDGE OF AN AIRPLANE PARKING APRON, 20.3 M (66.6 FT) SOUTHEAST OF THE
 MC1535'CENTERLINE OF A TAXIWAY, 19.8 M (65.0 FT) EAST OF THE CENTERLINE OF
 MC1535'THE TAXIWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 MC1535'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY
 MC1535'OWNED BY WOOD COUNTY AIRPORT, CONTACT WILLIAM GIBSON, AIRPORT
 MC1535'MANAGER, 1255 EAST POE ROAD, BOWLING GREEN, OHIO 43402, TELEPHONE
 MC1535'NUMBER (419)354-2908.
 MC1535
 MC1535                          STATION RECOVERY (1995)
 MC1535
 MC1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MC1535'THE STATION IS LOCATED ON THE NORTHEAST EDGE OF BOWLING GREEN, OH., AT
 MC1535'THE WOOD COUNTY AIRPORT.  IN THE GRASS, NORTHEAST OF THE OFFICE, NORTH
 MC1535'OF THE APRON, AND SOUTHEAST OF THE JUNCTION OF THE RAMP AND ANGLE
 MC1535'TAXI.  OWNERSHIP--WOOD COUNTY, 1255 EAST POE ROAD, BOWLING GREEN, OH.
 MC1535'43402.  AIRPORT MANAGER FRANK BARTHOLOW, PHONE 419-354-2908.
 MC1535'NOTE--THIS STATION WAS SELECTED AS A (PACS) .  TO REACH THE STATION
 MC1535'FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY 105 (EXIT
 MC1535'181) , ON THE NORTHEAST EDGE OF BOWLING GREEN, GO WEST, 1.1 KM (0.70
 MC1535'MI) ALONG EAST WOOSTER STREET TO MERCER ROAD.  TURN RIGHT, NORTH, 1.2
 MC1535'KM (0.75 MI) ALONG MERCER ROAD TO EAST POE ROAD.  TURN LEFT, WEST,
 MC1535'0.65 KM (0.40 MI) ALONG POE ROAD TO THE GRAVEL AIRPORT ENTRANCE ROAD
 MC1535'ON THE RIGHT.  TURN RIGHT, NORTH, THEN EAST, 0.12 KM (0.05 MI) ALONG
 MC1535'ENTRANCE ROAD AND AROUND THE WEST AND NORTH SIDES OF A HANGAR TO THE
 MC1535'AIRPORT OFFICE ON THE RIGHT.  TURN LEFT, NORTH, 0.11 KM (0.05 MI)
 MC1535'ACROSS APRON AND ALONG RAMP TO THE JUNCTION OF THE RAMP AND ANGLE
 MC1535'TAXI, AND THE STATION ON THE RIGHT. STATION IS 24.8 M (81.4 FT) NORTH
 MC1535'OF THE NORTH EDGE OF THE APRON, 20.5 M (67.3 FT) SOUTHEAST OF THE TAXI
 MC1535'CENTERLINE, 19.8 M (65.0 FT) EAST OF THE RAMP CENTERLINE, 0.5 M (1.6
 MC1535'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS LEVEL WITH THE TAXI
 MC1535'AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
 MC1535
 MC1535                          STATION RECOVERY (2004)
 MC1535
 MC1535'RECOVERY NOTE BY US POWER SQUADRON 2004 (FME)
 MC1535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1540 ***********************************************************************
 MC1540  SACS        -  This is a Secondary Airport Control Station.
 MC1540  DESIGNATION -  BOWLPORT AZ MK
 MC1540  PID         -  MC1540
 MC1540  STATE/COUNTY-  OH/WOOD
 MC1540  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 MC1540
 MC1540                         *CURRENT SURVEY CONTROL
 MC1540  ___________________________________________________________________
 MC1540* NAD 83(1995)-  41 23 20.79215(N)    083 37 57.65845(W)     ADJUSTED  
 MC1540* NAVD 88     -       204.482  (meters)     670.87   (feet)  ADJUSTED  
 MC1540  ___________________________________________________________________
 MC1540  X           -     531,471.074 (meters)                     COMP
 MC1540  Y           -  -4,762,694.971 (meters)                     COMP
 MC1540  Z           -   4,195,052.184 (meters)                     COMP
 MC1540  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 MC1540  ELLIP HEIGHT-         169.15  (meters)          (10/07/05) GPS OBS
 MC1540  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1540  DYNAMIC HT  -         204.398 (meters)     670.60  (feet)  COMP
 MC1540  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 MC1540
 MC1540  HORZ ORDER  -  FIRST
 MC1540  VERT ORDER  -  FIRST     CLASS II
 MC1540  ELLP ORDER  -  FOURTH    CLASS II
 MC1540
 MC1540.This mark is at Wood County Airport (1G0)
 MC1540
 MC1540.The horizontal coordinates were established by GPS observations
 MC1540.and adjusted by the National Geodetic Survey in July 1997..
 MC1540
 MC1540.The orthometric height was determined by differential leveling
 MC1540.and adjusted by the National Geodetic Survey in January 1994..
 MC1540
 MC1540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1540
 MC1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1540
 MC1540.The ellipsoidal height was determined by GPS observations
 MC1540.and is referenced to NAD 83.
 MC1540
 MC1540.The geoid height was determined by GEOID03.
 MC1540
 MC1540.The dynamic height is computed by dividing the NAVD 88
 MC1540.geopotential number by the normal gravity value computed on the
 MC1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1540.degrees latitude (g = 980.6199 gals.).
 MC1540
 MC1540.The modeled gravity was interpolated from observed gravity values.
 MC1540
 MC1540;                    North         East     Units Scale Factor Converg.
 MC1540;SPC OH N     -   191,887.322   505,271.105   MT  0.99995484   -0 44 38.8
 MC1540;UTM  17      - 4,585,298.126   279,884.695   MT  1.00019631   -1 44 28.8
 MC1540
 MC1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1540!SPC OH N     -   0.99997347  x   0.99995484  =   0.99992831
 MC1540!UTM  17      -   0.99997347  x   1.00019631  =   1.00016977
 MC1540
 MC1540|---------------------------------------------------------------------|
 MC1540| PID    Reference Object                     Distance      Geod. Az  |
 MC1540|                                                           dddmmss.s |
 MC1540| MC1535 BOWLPORT                            352.679 METERS 23425     |
 MC1540|---------------------------------------------------------------------|
 MC1540
 MC1540                          SUPERSEDED SURVEY CONTROL
 MC1540
 MC1540  ELLIP H (07/01/97)  169.19   (m)                       GP(       ) 4 2
 MC1540  NAD 83(1995)-  41 23 20.79257(N)    083 37 57.65845(W) AD(       ) 3
 MC1540  NAD 83(1986)-  41 23 20.79424(N)    083 37 57.67279(W) AD(       ) 3
 MC1540  NAD 27      -  41 23 20.62222(N)    083 37 57.91748(W) AD(       ) 3
 MC1540  NAVD 88 (07/01/97)  204.48   (m)          670.9    (f) LEVELING    3  
 MC1540  NGVD 29 (02/23/89)  204.9    (m)          672.     (f) GPS OBS        
 MC1540
 MC1540.Superseded values are not recommended for survey control.
 MC1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1540.See file dsdata.txt to determine how the superseded data were derived.
 MC1540
 MC1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7988585298(NAD 83)
 MC1540_MARKER: DZ = AZIMUTH MARK DISK
 MC1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1540_SP_SET: CONCRETE POST
 MC1540_STAMPING: BOWLPORT 1986
 MC1540_MARK LOGO: NGS   
 MC1540_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1540+STABILITY: SURFACE MOTION
 MC1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1540+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1996
 MC1540
 MC1540  HISTORY     - Date     Condition        Report By
 MC1540  HISTORY     - 1986     MONUMENTED       NGS
 MC1540  HISTORY     - 19871001 GOOD
 MC1540  HISTORY     - 19930716 GOOD             NGS
 MC1540  HISTORY     - 19960116 GOOD             NGS
 MC1540
 MC1540                          STATION DESCRIPTION
 MC1540
 MC1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MC1540'THE STATION IS  1 MILE NORTHEAST OF BOWLING GREEN, 1 MILE WEST OF THE
 MC1540'INTERSTATE 75 AT THE WOOD COUNTY AIRPORT IN THE SOUTHWEST ANGEL OF
 MC1540'THE JUNCTION OF THE PAVED RUNWAYS.
 MC1540'TO REACH FROM THE JUNCTION OF INTERSTATE 75 AND STATE HIGHWAYS 64 AND
 MC1540'105 ABOUT 1 MILE EAST OF BOWLING GREEN.  GO WEST ON STATE HIGHWAY 64
 MC1540'FOR 0.7 MILE TO MERCER ROAD ON THE RIGHT.  TURN RIGHT, NORTH, FOR 0.7
 MC1540'MILE TO POE ROAD LEFT.  TURN LEFT, WEST, FOR 0.3 MILE TO THE AIRPORT
 MC1540'ENTRANCE ON THE RIGHT.  TURN RIGHT TO THE ADMINISTRATION BUILDING,
 MC1540'FROM THE ADMINISTRATION BUILDING GO NORTH ACROSS APRON TO THE RUNWAY
 MC1540'TAXIWAY JUNCTION.  TURN RIGHT, NORTHEAST, ALONG THE SOUTHWEST SIDE
 MC1540'OF RUNWAY OR 0.1 MILE TO THE STATION IN THE SOUTHWEST ANGLE OF
 MC1540'RUNWAYS.
 MC1540'THE STATION MARS ARE STANDARD NGS AZIMUTH DISK STAMPED --BOWLPORT 1986
 MC1540'--.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND 25 CM CONCRETE POST
 MC1540'POST FLUSH WITH THE GROUND.  IT IS 46.5 METERS NORTHWEST OF A FIRE
 MC1540'HYDRANT, 42.0 METERS EAST OF THE CENTER AT THE END OF RUNWAY, 34.1
 MC1540'METERS NORTHWEST OF THE CENTER LINE OF RUNWAY AND 10.0 METERS EAST-
 MC1540'NORTHEAST OF THE CENTER ONE OF THREE RUNWAY END LIGHTS.
 MC1540'DESCRIBED BY B.L. LAMBERT.  TYPED BY JAMES MALONEY 9/04/87.
 MC1540
 MC1540                          STATION RECOVERY (1987)
 MC1540
 MC1540'RECOVERED 1987
 MC1540'RECOVERED IN GOOD CONDITION.
 MC1540
 MC1540                          STATION RECOVERY (1993)
 MC1540
 MC1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC1540'1.1 KM (0.70 MI) WESTERLY ALONG EAST WOOSTER STREET FROM THE JUNCTION
 MC1540'OF INTERSTATE HIGHWAY 75 IN BOWLING GREEN (EXIT 181), THENCE 1.2 KM
 MC1540'(0.75 MI) NORTHERLY ALONG MERCER ROAD, THENCE 0.7 KM (0.45 MI)
 MC1540'WESTERLY ALONG EAST POE ROAD, THENCE 0.3 KM (0.20 MI) NORTHEASTERLY
 MC1540'ALONG A GRAVELED ROAD AROUND THE WEST AND NORTH SIDE OF A HANGAR AND
 MC1540'WOOD COUNTY AIRPORT OFFICE AND NORTHERLY ACROSS AN APRON AND ALONG A
 MC1540'TAXIWAY, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG A TAXIWAY, 133.6
 MC1540'M (438.3 FT) SOUTH-SOUTHWEST OF A WIND SOCK, 33.2 M (108.9 FT)
 MC1540'SOUTHWEST OF A TAXIWAY LIGHT, 28.1 M (92.2 FT) SOUTHEAST OF THE
 MC1540'CENTERLINE OF THE TAXIWAY, 17.4 M (57.1 FT) NORTHEAST OF A TAXIWAY
 MC1540'LIGHT, 0.2 M (0.7 FT) WEST-SOUTHWEST OF A WITNESS POST, AND THE
 MC1540'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MARK IS ON
 MC1540'PROPERTY OWNED BY WOOD COUNTY AIRPORT, CONTACT WILLIAM GIBSON,
 MC1540'AIRPORT MANAGER, 1255 EAST POE ROAD, BOWLING GREEN, OHIO 43402,
 MC1540'TELEPHONE NUMBER (419) 354-2908.
 MC1540
 MC1540                          STATION RECOVERY (1996)
 MC1540
 MC1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW)
 MC1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW) .  RECOVERED AS
 MC1540'DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1723 ***********************************************************************
 MC1723  DESIGNATION -  BOX
 MC1723  PID         -  MC1723
 MC1723  STATE/COUNTY-  OH/LUCAS
 MC1723  USGS QUAD   -  GRAND RAPIDS (1977)
 MC1723
 MC1723                         *CURRENT SURVEY CONTROL
 MC1723  ___________________________________________________________________
 MC1723* NAD 83(1995)-  41 26 56.88665(N)    083 47 42.26589(W)     ADJUSTED  
 MC1723* NAVD 88     -       201.4    (meters)     661.     (feet)  GPS OBS   
 MC1723  ___________________________________________________________________
 MC1723  X           -     517,493.299 (meters)                     COMP
 MC1723  Y           -  -4,759,795.212 (meters)                     COMP
 MC1723  Z           -   4,200,049.538 (meters)                     COMP
 MC1723  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 MC1723  ELLIP HEIGHT-         166.09  (meters)          (10/07/05) GPS OBS
 MC1723  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 MC1723
 MC1723  HORZ ORDER  -  FIRST
 MC1723  ELLP ORDER  -  FOURTH    CLASS I
 MC1723
 MC1723.The horizontal coordinates were established by GPS observations
 MC1723.and adjusted by the National Geodetic Survey in April 1998..
 MC1723
 MC1723.The orthometric height was determined by GPS observations and a
 MC1723.high-resolution geoid model.
 MC1723
 MC1723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1723
 MC1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1723
 MC1723.The ellipsoidal height was determined by GPS observations
 MC1723.and is referenced to NAD 83.
 MC1723
 MC1723.The geoid height was determined by GEOID03.
 MC1723
 MC1723;                    North         East     Units Scale Factor Converg.
 MC1723;SPC OH N     -   198,741.969   491,789.896   MT  0.99996126   -0 51 02.9
 MC1723;UTM  17      - 4,592,388.660   266,521.333   MT  1.00027091   -1 51 03.8
 MC1723
 MC1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1723!SPC OH N     -   0.99997395  x   0.99996126  =   0.99993521
 MC1723!UTM  17      -   0.99997395  x   1.00027091  =   1.00024485
 MC1723
 MC1723                          SUPERSEDED SURVEY CONTROL
 MC1723
 MC1723  ELLIP H (04/01/98)  166.15   (m)                       GP(       ) 4 1
 MC1723  NAD 83(1995)-  41 26 56.88656(N)    083 47 42.26576(W) AD(       ) 1
 MC1723  NAD 83(1986)-  41 26 56.89652(N)    083 47 42.27875(W) AD(       ) 1
 MC1723
 MC1723.Superseded values are not recommended for survey control.
 MC1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1723.See file dsdata.txt to determine how the superseded data were derived.
 MC1723
 MC1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6652192389(NAD 83)
 MC1723_MARKER: DD = SURVEY DISK
 MC1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1723_SP_SET: CONCRETE POST
 MC1723_STAMPING: BOX 1993
 MC1723_MARK LOGO: OH-095
 MC1723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1723+STABILITY: SURFACE MOTION
 MC1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1723+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1723
 MC1723  HISTORY     - Date     Condition        Report By
 MC1723  HISTORY     - 1993     MONUMENTED       OH-095
 MC1723
 MC1723                          STATION DESCRIPTION
 MC1723
 MC1723'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1723'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 4.25 MILES
 MC1723'NORTHEAST OF THE VILLAGE OF GRAND RAPIDS.
 MC1723'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 24 AND STATE ROUTE
 MC1723'578 PROCEED NORTHEAST ALONG U.S. 24 4.15 MILES TO A WHITE BARN ON THE
 MC1723'LEFT AND THE STATION ON THE RIGHT.
 MC1723'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1723'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 0.1 FEET BELOW THE GROUND
 MC1723'SURFACE IS STAMPED --BOX 1993--.
 MC1723'THE STATION IS 21.5 FEET SOUTHEAST FROM THE CENTERLINE OF U.S.24, 45.0
 MC1723'FEET SOUTHWEST FROM THE NORTHWEST CORNER OF A STORM DRAIN,
 MC1723'APPROXIMATELY 144.0 FEET SOUTHWEST FROM A TELEPHONE POLE, AND 72.0
 MC1723'FEET NORTH FROM A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1418 ***********************************************************************
 JY1418  DESIGNATION -  BOYS INDUSTRIAL SCHOOL STACK
 JY1418  PID         -  JY1418
 JY1418  STATE/COUNTY-  OH/FAIRFIELD
 JY1418  USGS QUAD   -  LANCASTER (1985)
 JY1418
 JY1418                         *CURRENT SURVEY CONTROL
 JY1418  ___________________________________________________________________
 JY1418* NAD 83(1995)-  39 38 38.37300(N)    082 37 21.74563(W)     ADJUSTED  
 JY1418* NAVD 88     -                                                        
 JY1418  ___________________________________________________________________
 JY1418  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JY1418  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY1418
 JY1418  HORZ ORDER  -  THIRD
 JY1418
 JY1418.The horizontal coordinates were established by classical geodetic methods
 JY1418.and adjusted by the National Geodetic Survey in April 1998..
 JY1418
 JY1418
 JY1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1418
 JY1418.The geoid height was determined by GEOID03.
 JY1418
 JY1418;                    North         East     Units Scale Factor Converg.
 JY1418;SPC OH S     -   182,513.442   589,467.923   MT  0.99994615   -0 04 40.3
 JY1418;UTM  17      - 4,389,503.221   360,766.065   MT  0.99983868   -1 02 07.7
 JY1418
 JY1418                          SUPERSEDED SURVEY CONTROL
 JY1418
 JY1418  NAD 83(1986)-  39 38 38.37935(N)    082 37 21.74948(W) AD(       ) 4
 JY1418  NAD 27      -  39 38 38.15000(N)    082 37 22.15800(W) AD(       ) 3
 JY1418
 JY1418.Superseded values are not recommended for survey control.
 JY1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1418.See file dsdata.txt to determine how the superseded data were derived.
 JY1418
 JY1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD6076689503(NAD 83)
 JY1418_MARKER: 63 = STACK
 JY1418_MARK LOGO: CGS   
 JY1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1418+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1989
 JY1418
 JY1418  HISTORY     - Date     Condition        Report By
 JY1418  HISTORY     - 1928     FIRST OBSERVED   CGS
 JY1418  HISTORY     - 1945     GOOD             CGS
 JY1418  HISTORY     - 19890607 GOOD             NGS
 JY1418
 JY1418                          STATION DESCRIPTION
 JY1418
 JY1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1418'THE STACK IS LOCATED AT THE BOYS INDUSTRIAL SCHOOL, 5 MILES SSW OF
 JY1418'LANCASTER AND 4.5 MILES WNW OF SUGAR GROVE.  IT IS ON THE N
 JY1418'SIDE OF THE POWER HOUSE AND 40 FEET S OF THE APPROXIMATE CENTER OF
 JY1418'STATION STREET. IT IS APPROXIMATELY 225 FEET HIGH
 JY1418'AND 20 FEET IN DIAMTER AT THE BASE. IT IS MADE OF RED BRICK.
 JY1418'
 JY1418'THE POINT INTERSECTED WAS THE CENTER OF THE STACK.
 JY1418
 JY1418                          STATION RECOVERY (1989)
 JY1418
 JY1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JY1418'STATION NOT VISITED, CONDITION VERIFIED BY CHECK ANGLE OBSERVATIONS
 JY1418'FROM STATION LANCASTER RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1432 ***********************************************************************
 JY1432  DESIGNATION -  BOYS INDUSTRIAL SCHOOL CHIM
 JY1432  PID         -  JY1432
 JY1432  STATE/COUNTY-  OH/FAIRFIELD
 JY1432  USGS QUAD   -  AMANDA (1985)
 JY1432
 JY1432                         *CURRENT SURVEY CONTROL
 JY1432  ___________________________________________________________________
 JY1432* NAD 83(1995)-  39 38 28.57722(N)    082 37 36.32588(W)     ADJUSTED  
 JY1432* NAVD 88     -                                                        
 JY1432  ___________________________________________________________________
 JY1432  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 JY1432  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY1432
 JY1432  HORZ ORDER  -  THIRD
 JY1432
 JY1432.The horizontal coordinates were established by classical geodetic methods
 JY1432.and adjusted by the National Geodetic Survey in April 1998..
 JY1432
 JY1432
 JY1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1432
 JY1432.The geoid height was determined by GEOID03.
 JY1432
 JY1432;                    North         East     Units Scale Factor Converg.
 JY1432;SPC OH S     -   182,211.827   589,119.878   MT  0.99994593   -0 04 49.5
 JY1432;UTM  17      - 4,389,207.496   360,413.065   MT  0.99983989   -1 02 16.8
 JY1432
 JY1432                          SUPERSEDED SURVEY CONTROL
 JY1432
 JY1432  NAD 83(1986)-  39 38 28.58404(N)    082 37 36.32954(W) AD(       ) 4
 JY1432  NAD 27      -  39 38 28.36000(N)    082 37 36.74000(W) AD(       ) 3
 JY1432
 JY1432.Superseded values are not recommended for survey control.
 JY1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1432.See file dsdata.txt to determine how the superseded data were derived.
 JY1432
 JY1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD6041389207(NAD 83)
 JY1432_MARKER: 85 = CHIMNEY
 JY1432
 JY1432  HISTORY     - Date     Condition        Report By
 JY1432  HISTORY     - 1928     FIRST OBSERVED   CGS
 JY1432
 JY1432                          STATION DESCRIPTION
 JY1432
 JY1432'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1568 ***********************************************************************
 KY1568  DESIGNATION -  BP
 KY1568  PID         -  KY1568
 KY1568  STATE/COUNTY-  OH/WAYNE
 KY1568  USGS QUAD   -  WOOSTER (1994)
 KY1568
 KY1568                         *CURRENT SURVEY CONTROL
 KY1568  ___________________________________________________________________
 KY1568* NAD 83(1986)-  40 49 35.     (N)    081 59 41.     (W)     SCALED    
 KY1568* NAVD 88     -       263.621  (meters)     864.90   (feet)  ADJUSTED  
 KY1568  ___________________________________________________________________
 KY1568  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1568  DYNAMIC HT  -         263.502 (meters)     864.51  (feet)  COMP
 KY1568  MODELED GRAV-     980,165.9   (mgal)                       NAVD 88
 KY1568
 KY1568  VERT ORDER  -  SECOND    CLASS 0
 KY1568
 KY1568.The horizontal coordinates were scaled from a topographic map and have
 KY1568.an estimated accuracy of +/- 6 seconds.
 KY1568
 KY1568.The orthometric height was determined by differential leveling
 KY1568.and adjusted by the National Geodetic Survey in June 1991..
 KY1568
 KY1568.The geoid height was determined by GEOID03.
 KY1568
 KY1568.The dynamic height is computed by dividing the NAVD 88
 KY1568.geopotential number by the normal gravity value computed on the
 KY1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1568.degrees latitude (g = 980.6199 gals.).
 KY1568
 KY1568.The modeled gravity was interpolated from observed gravity values.
 KY1568
 KY1568;                    North         East    Units  Estimated Accuracy
 KY1568;SPC OH N     -   128,910.      642,620.      MT  (+/- 180 meters Scaled)
 KY1568
 KY1568                          SUPERSEDED SURVEY CONTROL
 KY1568
 KY1568  NGVD 29 (??/??/92)  263.829  (m)          865.58   (f) ADJ UNCH    2 0
 KY1568
 KY1568.Superseded values are not recommended for survey control.
 KY1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1568.See file dsdata.txt to determine how the superseded data were derived.
 KY1568
 KY1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF161199(NAD 83)
 KY1568_MARKER: N = NAIL
 KY1568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1568_SP_SET: BEECH TREE ROOT
 KY1568_STAMPING: BP
 KY1568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1568
 KY1568  HISTORY     - Date     Condition        Report By
 KY1568  HISTORY     - UNK      MONUMENTED       CGS
 KY1568  HISTORY     - 1959     GOOD             NGS
 KY1568
 KY1568                          STATION DESCRIPTION
 KY1568
 KY1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1568'2.8 MI S FROM OVERTON.
 KY1568'A COPPER NAIL AND WASHER, SET IN A NOTCH CUT IN THE TOP OF ROOT
 KY1568'ON SOUTHWEST SIDE OF A 30-INCH BEECH TREE, 15.0 FEET NORTHEAST OF
 KY1568'BM X 260.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0531 ***********************************************************************
 KZ0531  DESIGNATION -  BQ
 KZ0531  PID         -  KZ0531
 KZ0531  STATE/COUNTY-  OH/HOLMES
 KZ0531  USGS QUAD   -  SHREVE (1978)
 KZ0531
 KZ0531                         *CURRENT SURVEY CONTROL
 KZ0531  ___________________________________________________________________
 KZ0531* NAD 83(1986)-  40 38 47.     (N)    082 03 08.     (W)     SCALED    
 KZ0531* NAVD 88     -       363.601  (meters)    1192.91   (feet)  ADJUSTED  
 KZ0531  ___________________________________________________________________
 KZ0531  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KZ0531  DYNAMIC HT  -         363.430 (meters)    1192.35  (feet)  COMP
 KZ0531  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 KZ0531
 KZ0531  VERT ORDER  -  SECOND    CLASS 0
 KZ0531
 KZ0531.The horizontal coordinates were scaled from a topographic map and have
 KZ0531.an estimated accuracy of +/- 6 seconds.
 KZ0531
 KZ0531.The orthometric height was determined by differential leveling
 KZ0531.and adjusted by the National Geodetic Survey in June 1991..
 KZ0531
 KZ0531.The geoid height was determined by GEOID03.
 KZ0531
 KZ0531.The dynamic height is computed by dividing the NAVD 88
 KZ0531.geopotential number by the normal gravity value computed on the
 KZ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0531.degrees latitude (g = 980.6199 gals.).
 KZ0531
 KZ0531.The modeled gravity was interpolated from observed gravity values.
 KZ0531
 KZ0531;                    North         East    Units  Estimated Accuracy
 KZ0531;SPC OH N     -   108,890.      637,870.      MT  (+/- 180 meters Scaled)
 KZ0531
 KZ0531                          SUPERSEDED SURVEY CONTROL
 KZ0531
 KZ0531  NGVD 29 (??/??/92)  363.807  (m)         1193.59   (f) ADJ UNCH    2 0
 KZ0531
 KZ0531.Superseded values are not recommended for survey control.
 KZ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0531.See file dsdata.txt to determine how the superseded data were derived.
 KZ0531
 KZ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF110000(NAD 83)
 KZ0531_MARKER: DB = BENCH MARK DISK
 KZ0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0531_SP_SET: OAK TREE ROOT
 KZ0531_STAMPING: BQ
 KZ0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0531
 KZ0531  HISTORY     - Date     Condition        Report By
 KZ0531  HISTORY     - UNK      MONUMENTED       CGS
 KZ0531  HISTORY     - 1959     GOOD             NGS
 KZ0531
 KZ0531                          STATION DESCRIPTION
 KZ0531
 KZ0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0531'3.2 MI SW FROM SHREVE.
 KZ0531'1.45 MILES SOUTH ALONG STATE HIGHWAY 226 FROM THE POST OFFICE AT
 KZ0531'SHREVE, THENCE ABOUT 1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 514,
 KZ0531'THENCE ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 77, AT THE JUNCTION
 KZ0531'OF COUNTY ROAD 328, 0.55 MILE WEST OF THE HANGAR AT THE OLDMAN
 KZ0531'AIRPORT, IN THE TOP OF A NOTCH CUT IN A ROOT ON THE NORTHWEST SIDE
 KZ0531'OF A 30-INCH OAK TREE, 18.4 FEET EAST-NORTHEAST OF BENCH MARK N 264.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6855 ***********************************************************************
 AA6855  DESIGNATION -  BR 02 01
 AA6855  PID         -  AA6855
 AA6855  STATE/COUNTY-  OH/PORTAGE
 AA6855  USGS QUAD   -  KENT (1994)
 AA6855
 AA6855                         *CURRENT SURVEY CONTROL
 AA6855  ___________________________________________________________________
 AA6855* NAD 83(1995)-  41 08 01.96873(N)    081 22 26.35334(W)     ADJUSTED  
 AA6855* NAVD 88     -       319.1    (meters)    1047.     (feet)  GPS OBS   
 AA6855  ___________________________________________________________________
 AA6855  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA6855  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AA6855
 AA6855  HORZ ORDER  -  FIRST
 AA6855
 AA6855.The horizontal coordinates were established by GPS observations
 AA6855.and adjusted by the National Geodetic Survey in April 1998..
 AA6855
 AA6855.The orthometric height was determined by GPS observations and a
 AA6855.high-resolution geoid model.
 AA6855
 AA6855.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6855
 AA6855.The geoid height was determined by GEOID03.
 AA6855
 AA6855;                    North         East     Units Scale Factor Converg.
 AA6855;SPC OH N     -   163,538.563   694,537.035   MT  0.99993981   +0 44 23.0
 AA6855;UTM  17      - 4,553,686.597   468,610.817   MT  0.99961213   -0 14 45.7
 AA6855
 AA6855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6855!SPC OH N     -   0.99995520  x   0.99993981  =   0.99989501
 AA6855!UTM  17      -   0.99995520  x   0.99961213  =   0.99956735
 AA6855
 AA6855:                Primary Azimuth Mark                     Grid Az
 AA6855:SPC OH N     -  FR 08 02                                 016 45 13.1
 AA6855:UTM  17      -  FR 08 02                                 017 44 21.8
 AA6855
 AA6855|---------------------------------------------------------------------|
 AA6855| PID    Reference Object                     Distance      Geod. Az  |
 AA6855|                                                           dddmmss.s |
 AA6855| AA6858 FR 08 02                            482.815 METERS 0172936.1 |
 AA6855|---------------------------------------------------------------------|
 AA6855
 AA6855                          SUPERSEDED SURVEY CONTROL
 AA6855
 AA6855  NAD 83(1986)-  41 08 01.97586(N)    081 22 26.35605(W) AD(       ) 1
 AA6855
 AA6855.Superseded values are not recommended for survey control.
 AA6855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6855.See file dsdata.txt to determine how the superseded data were derived.
 AA6855
 AA6855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6861153687(NAD 83)
 AA6855_MARKER: DD = SURVEY DISK
 AA6855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6855_STAMPING: BR-02-01
 AA6855_MARK LOGO: OH3880
 AA6855_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6855+STABILITY: SURFACE MOTION
 AA6855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6855+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6855
 AA6855  HISTORY     - Date     Condition        Report By
 AA6855  HISTORY     - 1993     MONUMENTED       OH3880
 AA6855
 AA6855                          STATION DESCRIPTION
 AA6855
 AA6855'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6855'THE STATION IS LOCATED ABOUT 1.4 MI SOUTHWEST OF KENT CITY HALL ON THE
 AA6855'EAST SIDE OF MOGADORE ROAD ABOUT 360 FT SOUTH OF STATE ROUTE 261. TO
 AA6855'REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 261 AND 43 ABOUT
 AA6855'1.1 MI SOUTH OF KENT CITY HALL, TRAVEL WEST ON STATE ROUTE 261 ABOUT
 AA6855'1.0 MI TO THE INTERSECTION OF MOGADORE ROAD. TURN LEFT AND TRAVEL
 AA6855'SOUTH ON MOGADORE ROAD ABOUT 360 FT TO THE STATION ON THE LEFT. THE
 AA6855'STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED BR-02-01
 AA6855'SET IN A CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6855'DETECTION. THE STATION IS ABOUT 23.7 FT EAST OF THE CENTERLINE OF THE
 AA6855'ROAD, ABOUT 204.8 FT SOUTH OF A SANITARY SEWER MANHOLE AND IS ABOUT
 AA6855'128.8 FT NORTH OF POWER POLE NO. 83056. STATION MARK BR-02-02 ABOUT
 AA6855'0.4 MI TO THE SOUTHWEST ON THE WEST SIDE OF MOGADORE ROAD MAY BE USED
 AA6855'FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6854 ***********************************************************************
 AA6854  DESIGNATION -  BR 02 02
 AA6854  PID         -  AA6854
 AA6854  STATE/COUNTY-  OH/PORTAGE
 AA6854  USGS QUAD   -  HUDSON (1984)
 AA6854
 AA6854                         *CURRENT SURVEY CONTROL
 AA6854  ___________________________________________________________________
 AA6854* NAD 83(1995)-  41 07 44.08205(N)    081 22 35.89367(W)     ADJUSTED  
 AA6854* NAVD 88     -       342.5    (meters)    1124.     (feet)  GPS OBS   
 AA6854  ___________________________________________________________________
 AA6854  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AA6854  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AA6854
 AA6854  HORZ ORDER  -  FIRST
 AA6854
 AA6854.The horizontal coordinates were established by GPS observations
 AA6854.and adjusted by the National Geodetic Survey in April 1998..
 AA6854
 AA6854.The orthometric height was determined by GPS observations and a
 AA6854.high-resolution geoid model.
 AA6854
 AA6854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6854
 AA6854.The geoid height was determined by GEOID03.
 AA6854
 AA6854;                    North         East     Units Scale Factor Converg.
 AA6854;SPC OH N     -   162,983.986   694,321.660   MT  0.99993971   +0 44 16.8
 AA6854;UTM  17      - 4,553,135.989   468,386.006   MT  0.99961230   -0 14 51.9
 AA6854
 AA6854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6854!SPC OH N     -   0.99995153  x   0.99993971  =   0.99989124
 AA6854!UTM  17      -   0.99995153  x   0.99961230  =   0.99956385
 AA6854
 AA6854:                Primary Azimuth Mark                     Grid Az
 AA6854:SPC OH N     -  BR 02 01                                 021 13 27.1
 AA6854:UTM  17      -  BR 02 01                                 022 12 35.8
 AA6854
 AA6854|---------------------------------------------------------------------|
 AA6854| PID    Reference Object                     Distance      Geod. Az  |
 AA6854|                                                           dddmmss.s |
 AA6854| AA6855 BR 02 01                            APPROX. 0.6 KM 0215743.9 |
 AA6854|---------------------------------------------------------------------|
 AA6854
 AA6854                          SUPERSEDED SURVEY CONTROL
 AA6854
 AA6854  NAD 83(1986)-  41 07 44.08909(N)    081 22 35.89649(W) AD(       ) 1
 AA6854
 AA6854.Superseded values are not recommended for survey control.
 AA6854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6854.See file dsdata.txt to determine how the superseded data were derived.
 AA6854
 AA6854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6838653136(NAD 83)
 AA6854_MARKER: DD = SURVEY DISK
 AA6854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6854_STAMPING: BR-02-02
 AA6854_MARK LOGO: OH3880
 AA6854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6854+STABILITY: SURFACE MOTION
 AA6854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6854+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6854
 AA6854  HISTORY     - Date     Condition        Report By
 AA6854  HISTORY     - 1993     MONUMENTED       OH3880
 AA6854
 AA6854                          STATION DESCRIPTION
 AA6854
 AA6854'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6854'THE STATION IS LOCATED ABOUT 1.8 MI SOUTHWEST OF KENT CITY HALL ON THE
 AA6854'WEST SIDE OF MOGADORE ROAD ABOUT 0.4 MI SOUTH OF STATE ROUTE 261. TO
 AA6854'REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 261 AND 43 ABOUT
 AA6854'1.1 MI SOUTH OF KENT CITY HALL, TRAVEL WEST ON STATE ROUTE 261 ABOUT
 AA6854'1.0 MI TO THE INTERSECTION OF MOGADORE ROAD. TURN LEFT AND TRAVEL
 AA6854'SOUTH ON MOGADORE ROAD ABOUT 0.4 MI TO THE STATION ON THE RIGHT. THE
 AA6854'STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED BR-02-02
 AA6854'SET IN A CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6854'DETECTION. IT IS NEAR THE SOUTH EDGE OF A GRAVEL DRIVE WAY USED BY THE
 AA6854'CITY OF KENT FOR ACCESS TO ITS WATER STORAGE TANKS NEARBY. THE STATION
 AA6854'IS 42.5 FT WEST OF A MONUMENT BOX IN THE CENTERLINE OF MOGADORE ROAD
 AA6854'AT THE PC OF A CURVE. IT IS 59.0 FT SOUTHWEST OF POLE NO. 11/27 ON THE
 AA6854'EAST SIDE OF THE ROAD. THE STATION IS ABOUT 21.0 FT WEST OF THE
 AA6854'CENTERLINE OF MOGADORE ROAD AND IS ALSO 45.2 FT SOUTH OF POLE NO. 9410
 AA6854'WHICH IS LOCATED ON THE WEST SIDE OF MOGADORE ROAD AND JUST NORTH OF
 AA6854'THE GRAVEL ACCESS ROAD. STATION MARK BR-02-01 WHICH IS ON THE EAST
 AA6854'SIDE OF MOGADORE ROAD AND IS ABOUT 0.4 MI TO THE NORTHEAST MAY BE USED
 AA6854'FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6853 ***********************************************************************
 AA6853  DESIGNATION -  BR 03 01
 AA6853  PID         -  AA6853
 AA6853  STATE/COUNTY-  OH/PORTAGE
 AA6853  USGS QUAD   -  KENT (1994)
 AA6853
 AA6853                         *CURRENT SURVEY CONTROL
 AA6853  ___________________________________________________________________
 AA6853* NAD 83(1995)-  41 07 52.30486(N)    081 21 48.11602(W)     ADJUSTED  
 AA6853* NAVD 88     -       326.6    (meters)    1072.     (feet)  GPS OBS   
 AA6853  ___________________________________________________________________
 AA6853  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AA6853  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AA6853
 AA6853  HORZ ORDER  -  FIRST
 AA6853
 AA6853.The horizontal coordinates were established by GPS observations
 AA6853.and adjusted by the National Geodetic Survey in April 1998..
 AA6853
 AA6853.The orthometric height was determined by GPS observations and a
 AA6853.high-resolution geoid model.
 AA6853
 AA6853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6853
 AA6853.The geoid height was determined by GEOID03.
 AA6853
 AA6853;                    North         East     Units Scale Factor Converg.
 AA6853;SPC OH N     -   163,252.053   695,432.621   MT  0.99993975   +0 44 48.2
 AA6853;UTM  17      - 4,553,384.821   469,501.048   MT  0.99961145   -0 14 20.5
 AA6853
 AA6853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6853!SPC OH N     -   0.99995403  x   0.99993975  =   0.99989378
 AA6853!UTM  17      -   0.99995403  x   0.99961145  =   0.99956549
 AA6853
 AA6853:                Primary Azimuth Mark                     Grid Az
 AA6853:SPC OH N     -  FR 07 01                                 017 47 06.4
 AA6853:UTM  17      -  FR 07 01                                 018 46 15.1
 AA6853
 AA6853|---------------------------------------------------------------------|
 AA6853| PID    Reference Object                     Distance      Geod. Az  |
 AA6853|                                                           dddmmss.s |
 AA6853| AA6857 FR 07 01                            APPROX. 0.6 KM 0183154.6 |
 AA6853|---------------------------------------------------------------------|
 AA6853
 AA6853                          SUPERSEDED SURVEY CONTROL
 AA6853
 AA6853  NAD 83(1986)-  41 07 52.31182(N)    081 21 48.11894(W) AD(       ) 1
 AA6853
 AA6853.Superseded values are not recommended for survey control.
 AA6853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6853.See file dsdata.txt to determine how the superseded data were derived.
 AA6853
 AA6853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6950153385(NAD 83)
 AA6853_MARKER: DD = SURVEY DISK
 AA6853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6853_STAMPING: BR-03-01
 AA6853_MARK LOGO: OH3880
 AA6853_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6853+STABILITY: SURFACE MOTION
 AA6853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6853+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6853
 AA6853  HISTORY     - Date     Condition        Report By
 AA6853  HISTORY     - 1993     MONUMENTED       OH3880
 AA6853
 AA6853                          STATION DESCRIPTION
 AA6853
 AA6853'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6853'THE STATION IS LOCATED ABOUT 1.4 MI SOUTHWEST OF KENT CITY HALL AT THE
 AA6853'JUNCTION OF SUNNY BROOK ROAD AND MELOY ROAD. TO REACH THE STATION FROM
 AA6853'THE JUNCTION OF STATE ROUTES 261 AND 43 ABOUT 1.1 MI SOUTH OF KENT
 AA6853'CITY HALL, TRAVEL WEST ON STATE ROUTE 261 ABOUT 0.4 MI TO THE
 AA6853'INTERSECTION OF SUNNY BROOK ROAD. TURN LEFT ON SUNNY BROOK ROAD AND
 AA6853'TRAVEL SOUTH ABOUT 0.2 MI TO THE JUNCTION OF MELOY ROAD AND THE
 AA6853'STATION ON THE RIGHT. THE STATION MARK IS A STANDARD CITY OF KENT
 AA6853'BRONZE DISK STAMPED BR-03-01 SET IN A 15 INCH DIAMETER CONCRETE MASS
 AA6853'ABOUT 3 INCHES BELOW THE SURFACE WITH REBAR FOR MAGNETIC DETECTION. IT
 AA6853'IS ABOUT 19.5 FT WEST OF A MONUMENT BOX ASSEMBLY IN THE CENTERLINE OF
 AA6853'THE SUNNY BROOK ROAD RIGHT-OF-WAY. IT IS ABOUT 54.8 FT SOUTHWEST OF A
 AA6853'FIRE HYDRANT AT THE NORTHEAST CORNER OF SUNNY BROOK AND MELOY ROAD,
 AA6853'UTILITY POLE NO. 106907 IS NORTH OF THE STATION ABOUT 28.3 FT. THE
 AA6853'STATION IS ABOUT 13.2 FT WEST OF THE CENTERLINE OF THE SUNNY BROOK
 AA6853'ROAD PAVEMENT AND ABOUT 2.8 FT WEST OF THE CURRENT WEST EDGE OF
 AA6853'PAVEMENT. STATION MARK FR-07-01 ABOUT 0.4 MI TO THE NORTHEAST ON THE
 AA6853'EAST SIDE OF FRANKLIN AVENUE MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6880 ***********************************************************************
 AA6880  DESIGNATION -  BR 05 01
 AA6880  PID         -  AA6880
 AA6880  STATE/COUNTY-  OH/PORTAGE
 AA6880  USGS QUAD   -  KENT (1994)
 AA6880
 AA6880                         *CURRENT SURVEY CONTROL
 AA6880  ___________________________________________________________________
 AA6880* NAD 83(1995)-  41 07 52.70359(N)    081 20 48.05921(W)     ADJUSTED  
 AA6880* NAVD 88     -       335.2    (meters)    1100.     (feet)  GPS OBS   
 AA6880  ___________________________________________________________________
 AA6880  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AA6880  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AA6880
 AA6880  HORZ ORDER  -  FIRST
 AA6880
 AA6880.The horizontal coordinates were established by GPS observations
 AA6880.and adjusted by the National Geodetic Survey in April 1998..
 AA6880
 AA6880.The orthometric height was determined by GPS observations and a
 AA6880.high-resolution geoid model.
 AA6880
 AA6880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6880
 AA6880.The geoid height was determined by GEOID03.
 AA6880
 AA6880;                    North         East     Units Scale Factor Converg.
 AA6880;SPC OH N     -   163,282.740   696,833.047   MT  0.99993975   +0 45 27.6
 AA6880;UTM  17      - 4,553,391.410   470,901.335   MT  0.99961042   -0 13 41.0
 AA6880
 AA6880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6880!SPC OH N     -   0.99995268  x   0.99993975  =   0.99989244
 AA6880!UTM  17      -   0.99995268  x   0.99961042  =   0.99956312
 AA6880
 AA6880                          SUPERSEDED SURVEY CONTROL
 AA6880
 AA6880  NAD 83(1986)-  41 07 52.71060(N)    081 20 48.06211(W) AD(       ) 1
 AA6880
 AA6880.Superseded values are not recommended for survey control.
 AA6880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6880.See file dsdata.txt to determine how the superseded data were derived.
 AA6880
 AA6880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7090153391(NAD 83)
 AA6880_MARKER: DD = SURVEY DISK
 AA6880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6880_STAMPING: BR-05-01
 AA6880_MARK LOGO: OH3880
 AA6880_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6880+STABILITY: SURFACE MOTION
 AA6880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6880+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6880
 AA6880  HISTORY     - Date     Condition        Report By
 AA6880  HISTORY     - 1993     MONUMENTED       OH3880
 AA6880
 AA6880                          STATION DESCRIPTION
 AA6880
 AA6880'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6880'THE STATION MARK IS ON THE WEST SIDE OF CAMPUS CENTER DRIVE JUST NORTH
 AA6880'OF THE JUNCTION OF MELOY ROAD IN THE SOUTHERLY PART OF THE CITY OF
 AA6880'KENT, OHIO. THE STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK
 AA6880'STAMPED BR-05-01 SET IN A CONCRETE MASS FLUSH WITH THE SURFACE WITH
 AA6880'RE-BAR FOR MAGNETIC DETECTION. TO REACH THE STATION FROM THE
 AA6880'INTERSECTION OF STATE ROUTE 43 (SOUTH WATER STREET) AND STATE ROUTE
 AA6880'261, TRAVEL SOUTHEAST ON STATE ROUTE 43 (SOUTH WATER STREET) ABOUT 0.3
 AA6880'MI TO THE INTERSECTION OF MELOY ROAD. TURN LEFT AND TRAVEL EAST ON
 AA6880'MELOY ROAD ABOUT 0.2 MI TO THE JUNCTION OF CAMPUS CENTER DRIVE. TURN
 AA6880'LEFT ON TO CAMPUS CENTER DRIVE AND TRAVEL NORTH ABOUT 150 FT AND THE
 AA6880'STATION ON THE LEFT. THE STATION MARK IS A STANDARD CITY OF KENT
 AA6880'BRONZE DISK STAMPED BR-05-01 SET IN A CONCRETE MASS ABOUT 2 INCHES
 AA6880'BELOW THE SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. THE STATION MARK
 AA6880'IS ABOUT 14.0 FT WEST OF THE PAVEMENT CENTERLINE OF CAMPUS CENTER
 AA6880'DRIVE AND ABOUT 2.7 FT WEST OF THE WEST EDGE OF PAVEMENT. A MONUMENT
 AA6880'BOX ASSEMBLY IN THE CENTERLINE OF CAMPUS CENTER DRIVE IS ABOUT 115.9
 AA6880'FT SOUTHEAST OF THE MARK. THE STATION IS OPPOSITE A 5 INCH MAPLE TREE
 AA6880'ABOUT 53.5 FT TO THE EAST. THERE IS CURRENTLY NO DIRECT AZIMUTH MARK
 AA6880'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6851 ***********************************************************************
 AA6851  DESIGNATION -  BR 16 01
 AA6851  PID         -  AA6851
 AA6851  STATE/COUNTY-  OH/PORTAGE
 AA6851  USGS QUAD   -  SUFFIELD (1994)
 AA6851
 AA6851                         *CURRENT SURVEY CONTROL
 AA6851  ___________________________________________________________________
 AA6851* NAD 83(1995)-  41 07 03.91683(N)    081 22 07.03439(W)     ADJUSTED  
 AA6851* NAVD 88     -       317.9    (meters)    1043.     (feet)  GPS OBS   
 AA6851  ___________________________________________________________________
 AA6851  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AA6851  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AA6851
 AA6851  HORZ ORDER  -  FIRST
 AA6851
 AA6851.The horizontal coordinates were established by GPS observations
 AA6851.and adjusted by the National Geodetic Survey in April 1998..
 AA6851
 AA6851.The orthometric height was determined by GPS observations and a
 AA6851.high-resolution geoid model.
 AA6851
 AA6851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6851
 AA6851.The geoid height was determined by GEOID03.
 AA6851
 AA6851;                    North         East     Units Scale Factor Converg.
 AA6851;SPC OH N     -   161,753.810   695,010.786   MT  0.99993952   +0 44 35.7
 AA6851;UTM  17      - 4,551,894.546   469,053.649   MT  0.99961179   -0 14 32.7
 AA6851
 AA6851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6851!SPC OH N     -   0.99995539  x   0.99993952  =   0.99989491
 AA6851!UTM  17      -   0.99995539  x   0.99961179  =   0.99956719
 AA6851
 AA6851:                Primary Azimuth Mark                     Grid Az
 AA6851:SPC OH N     -  BR 16 02                                 089 41 59.8
 AA6851:UTM  17      -  BR 16 02                                 090 41 08.2
 AA6851
 AA6851|---------------------------------------------------------------------|
 AA6851| PID    Reference Object                     Distance      Geod. Az  |
 AA6851|                                                           dddmmss.s |
 AA6851| AA6850 BR 16 02                            446.813 METERS 0902635.5 |
 AA6851|---------------------------------------------------------------------|
 AA6851
 AA6851                          SUPERSEDED SURVEY CONTROL
 AA6851
 AA6851  NAD 83(1986)-  41 07 03.92369(N)    081 22 07.03740(W) AD(       ) 1
 AA6851
 AA6851.Superseded values are not recommended for survey control.
 AA6851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6851.See file dsdata.txt to determine how the superseded data were derived.
 AA6851
 AA6851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6905451895(NAD 83)
 AA6851_MARKER: DD = SURVEY DISK
 AA6851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6851_STAMPING: BR-16-01
 AA6851_MARK LOGO: OH3880
 AA6851_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6851+STABILITY: SURFACE MOTION
 AA6851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6851+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6851
 AA6851  HISTORY     - Date     Condition        Report By
 AA6851  HISTORY     - 1993     MONUMENTED       OH3880
 AA6851
 AA6851                          STATION DESCRIPTION
 AA6851
 AA6851'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6851'THE STATION IS LOCATED ABOUT 2.3 MI SOUTH OF KENT CITY HALL AND IS
 AA6851'ABOUT 0.7 MI NORTHWEST OF THE JUNCTION OF STATE ROUTE 43 AND I-76 AND
 AA6851'IS AT THE NORTHEAST CORNER OF THE INTERSECTION OF SUNNY BROOK ROAD AND
 AA6851'HOWE ROAD. TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 261
 AA6851'AND 43 ABOUT 1.1 MI SOUTH OF KENT CITY HALL, TRAVEL WEST ON STATE
 AA6851'ROUTE 261 ABOUT 0.4 MI TO INTERSECTION OF SUNNY BROOK ROAD ON THE
 AA6851'LEFT. TURN LEFT ON SUNNY BROOK ROAD AND TRAVEL SOUTH ABOUT 1.2 MI TO
 AA6851'THE INTERSECTION OF HOWE ROAD AND THE STATION ON THE LEFT. THE STATION
 AA6851'MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED BR-16-01 SET IN A
 AA6851'15 INCH DIAMETER CONCRETE MASS FLUSH WITH THE SURFACE WITH REBAR FOR
 AA6851'MAGNETIC DETECTION. IT IS ABOUT 33.8 FT SOUTHEAST OF THE CENTERLINE OF
 AA6851'THE SUNNY BROOK ROAD PAVEMENT AND ABOUT 17.8 FT NORTH OF THE
 AA6851'CENTERLINE OF THE HOWE ROAD PAVEMENT. UTILITY POLE NO. 109166 IS ABOUT
 AA6851'20.2 FT NORTH OF THE STATION AND UTILITY POLE NO. 111496 IS ABOUT 50.4
 AA6851'FT SOUTH OF THE STATION. AN IRON PIN FOUND AT THE INTERSECTION OF HOWE
 AA6851'ROAD AND SUNNY BROOK ROAD IS ABOUT 43.5 FT SOUTHWEST OF THE STATION.
 AA6851'STATION BR-16-02 ABOUT 0.3 MI TO THE EAST MAY BE USED FOR AZIMUTH
 AA6851'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6850 ***********************************************************************
 AA6850  DESIGNATION -  BR 16 02
 AA6850  PID         -  AA6850
 AA6850  STATE/COUNTY-  OH/PORTAGE
 AA6850  USGS QUAD   -  SUFFIELD (1994)
 AA6850
 AA6850                         *CURRENT SURVEY CONTROL
 AA6850  ___________________________________________________________________
 AA6850* NAD 83(1995)-  41 07 03.80435(N)    081 21 47.88250(W)     ADJUSTED  
 AA6850* NAVD 88     -       330.3    (meters)    1084.     (feet)  GPS OBS   
 AA6850  ___________________________________________________________________
 AA6850  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AA6850  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AA6850
 AA6850  HORZ ORDER  -  FIRST
 AA6850
 AA6850.The horizontal coordinates were established by GPS observations
 AA6850.and adjusted by the National Geodetic Survey in April 1998..
 AA6850
 AA6850.The orthometric height was determined by GPS observations and a
 AA6850.high-resolution geoid model.
 AA6850
 AA6850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6850
 AA6850.The geoid height was determined by GEOID03.
 AA6850
 AA6850;                    North         East     Units Scale Factor Converg.
 AA6850;SPC OH N     -   161,756.150   695,457.565   MT  0.99993952   +0 44 48.3
 AA6850;UTM  17      - 4,551,889.202   469,500.256   MT  0.99961145   -0 14 20.1
 AA6850
 AA6850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6850!SPC OH N     -   0.99995345  x   0.99993952  =   0.99989297
 AA6850!UTM  17      -   0.99995345  x   0.99961145  =   0.99956491
 AA6850
 AA6850:                Primary Azimuth Mark                     Grid Az
 AA6850:SPC OH N     -  BR 16 01                                 269 41 59.8
 AA6850:UTM  17      -  BR 16 01                                 270 41 08.2
 AA6850
 AA6850|---------------------------------------------------------------------|
 AA6850| PID    Reference Object                     Distance      Geod. Az  |
 AA6850|                                                           dddmmss.s |
 AA6850| AA6851 BR 16 01                            446.813 METERS 2702648.1 |
 AA6850|---------------------------------------------------------------------|
 AA6850
 AA6850                          SUPERSEDED SURVEY CONTROL
 AA6850
 AA6850  NAD 83(1986)-  41 07 03.81121(N)    081 21 47.88554(W) AD(       ) 1
 AA6850
 AA6850.Superseded values are not recommended for survey control.
 AA6850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6850.See file dsdata.txt to determine how the superseded data were derived.
 AA6850
 AA6850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6950051889(NAD 83)
 AA6850_MARKER: DD = SURVEY DISK
 AA6850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6850_STAMPING: BR-16-02
 AA6850_MARK LOGO: OH3880
 AA6850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6850+STABILITY: SURFACE MOTION
 AA6850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6850+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6850
 AA6850  HISTORY     - Date     Condition        Report By
 AA6850  HISTORY     - 1993     MONUMENTED       OH3880
 AA6850
 AA6850                          STATION DESCRIPTION
 AA6850
 AA6850'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6850'THE STATION IS LOCATED ABOUT 2.3 MI SOUTH OF KENT CITY HALL AND IS
 AA6850'ABOUT 0.6 MI NORTHWEST OF THE JUNCTION OF STATE ROUTE 43 AND I-76. TO
 AA6850'REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 261 AND 43 ABOUT
 AA6850'1.1 MI SOUTH OF KENT CITY HALL, TRAVEL WEST ON STATE ROUTE 261 ABOUT
 AA6850'0.4 MI TO INTERSECTION OF SUNNY BROOK ROAD ON THE LEFT. TURN LEFT ON
 AA6850'SUNNY BROOK ROAD AND TRAVEL SOUTH ABOUT 1.2 MI TO THE INTERSECTION OF
 AA6850'HOWE ROAD. TURN LEFT ON HOWE ROAD AND TRAVEL EASTERLY ABOUT 0.3 MI TO
 AA6850'THE STATION ON THE LEFT. STATION MARK IS A STANDARD CITY OF KENT
 AA6850'BRONZE DISK STAMPED BR-16-02 SET IN 15 INCH DIAMETER CONCRETE MASS
 AA6850'FLUSH WITH THE SURFACE WITH REBAR FOR MAGNETIC DETECTION. IT IS ABOUT
 AA6850'18.7 FT NORTH OF THE CENTERLINE OF PAVEMENT OF HOWE ROAD, OPPOSITE
 AA6850'UTILITY POLE NO. 111489 TO THE SOUTH ABOUT 48.8 FT. IT IS ABOUT 310 FT
 AA6850'WEST OF THE EAST LINE OF BRIMFIELD TOWNSHIP LOT 16. STATION BR-16-01
 AA6850'ABOUT 0.3 MI TO THE WEST MAY BE USED FOR AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6852 ***********************************************************************
 AA6852  DESIGNATION -  BR 17 01
 AA6852  PID         -  AA6852
 AA6852  STATE/COUNTY-  OH/PORTAGE
 AA6852  USGS QUAD   -  AKRON EAST (1964)
 AA6852
 AA6852                         *CURRENT SURVEY CONTROL
 AA6852  ___________________________________________________________________
 AA6852* NAD 83(1995)-  41 07 04.44076(N)    081 22 42.70556(W)     ADJUSTED  
 AA6852* NAVD 88     -       338.0    (meters)    1109.     (feet)  GPS OBS   
 AA6852  ___________________________________________________________________
 AA6852  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AA6852  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AA6852
 AA6852  HORZ ORDER  -  FIRST
 AA6852
 AA6852.The horizontal coordinates were established by GPS observations
 AA6852.and adjusted by the National Geodetic Survey in April 1998..
 AA6852
 AA6852.The orthometric height was determined by GPS observations and a
 AA6852.high-resolution geoid model.
 AA6852
 AA6852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6852
 AA6852.The geoid height was determined by GEOID03.
 AA6852
 AA6852;                    North         East     Units Scale Factor Converg.
 AA6852;SPC OH N     -   161,759.224   694,178.516   MT  0.99993952   +0 44 12.3
 AA6852;UTM  17      - 4,551,914.270   468,221.868   MT  0.99961243   -0 14 56.1
 AA6852
 AA6852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6852!SPC OH N     -   0.99995223  x   0.99993952  =   0.99989176
 AA6852!UTM  17      -   0.99995223  x   0.99961243  =   0.99956468
 AA6852
 AA6852                          SUPERSEDED SURVEY CONTROL
 AA6852
 AA6852  NAD 83(1986)-  41 07 04.44776(N)    081 22 42.70849(W) AD(       ) 1
 AA6852
 AA6852.Superseded values are not recommended for survey control.
 AA6852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6852.See file dsdata.txt to determine how the superseded data were derived.
 AA6852
 AA6852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6822251914(NAD 83)
 AA6852_MARKER: DD = SURVEY DISK
 AA6852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6852_STAMPING: BR-17-01
 AA6852_MARK LOGO: OH3880
 AA6852_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6852+STABILITY: SURFACE MOTION
 AA6852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6852+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6852
 AA6852  HISTORY     - Date     Condition        Report By
 AA6852  HISTORY     - 1993     MONUMENTED       OH3880
 AA6852
 AA6852                          STATION DESCRIPTION
 AA6852
 AA6852'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6852'THE STATION IS LOCATED ABOUT 2.3 MI SOUTHWEST OF KENT CITY HALL AT THE
 AA6852'NORTHWEST CORNER OF THE JUNCTION OF MOGADORE ROAD AND HOWE ROAD. TO
 AA6852'REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 261 AND 43 ABOUT
 AA6852'1.1 MI SOUTH OF KENT CITY HALL, TRAVEL WEST ON STATE ROUTE 261 ABOUT
 AA6852'1.0 MI TO THE INTERSECTION OF MOGADORE ROAD. TURN LEFT ON MOGADORE
 AA6852'ROAD AND TRAVEL SOUTH ABOUT 1.2 MI TO THE JUNCTION OF HOWE ROAD AND
 AA6852'THE STATION ON THE RIGHT. THE STATION MARK IS A STANDARD CITY OF KENT
 AA6852'BRONZE DISK STAMPED BR-17-01 SET IN A 15 INCH DIAMETER CONCRETE MASS
 AA6852'FLUSH WITH THE SURFACE WITH REBAR FOR MAGNETIC DETECTION. IT IS ABOUT
 AA6852'20.5 FT WEST OF THE CENTERLINE OF THE MOGADORE ROAD PAVEMENT AND ABOUT
 AA6852'39.2 FT NORTHWEST OF A MONUMENT BOX ASSEMBLY AT THE INTERSECTION OF
 AA6852'THE CENTERLINES. IT IS ABOUT 51.5 FT WEST OF A UTILITY NO. 11/51 AND
 AA6852'ABOUT 6.6 FT SOUTHEAST OF A 6 INCH DIAMETER EAST OHIO GAS VALVE.
 AA6852'STATION BR-20-01 ABOUT 0.6 MI TO THE SOUTHEAST ALONG MOGADORE ROAD MAY
 AA6852'BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1013 ***********************************************************************
 KY1013  DESIGNATION -  BR 50 1/2 A CHS S 2
 KY1013  PID         -  KY1013
 KY1013  STATE/COUNTY-  OH/COLUMBIANA
 KY1013  USGS QUAD   -  EAST PALESTINE (1994)
 KY1013
 KY1013                         *CURRENT SURVEY CONTROL
 KY1013  ___________________________________________________________________
 KY1013* NAD 83(1986)-  40 49 52.     (N)    080 35 16.     (W)     SCALED    
 KY1013* NAVD 88     -       324.859  (meters)    1065.81   (feet)  ADJUSTED  
 KY1013  ___________________________________________________________________
 KY1013  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KY1013  DYNAMIC HT  -         324.697 (meters)    1065.28  (feet)  COMP
 KY1013  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 KY1013
 KY1013  VERT ORDER  -  FIRST     CLASS I
 KY1013
 KY1013.The horizontal coordinates were scaled from a topographic map and have
 KY1013.an estimated accuracy of +/- 6 seconds.
 KY1013
 KY1013.The orthometric height was determined by differential leveling
 KY1013.and adjusted by the National Geodetic Survey in June 1991..
 KY1013.WARNING-Repeat measurements at this control monument indicate possible
 KY1013.vertical movement.
 KY1013
 KY1013.The geoid height was determined by GEOID03.
 KY1013
 KY1013.The dynamic height is computed by dividing the NAVD 88
 KY1013.geopotential number by the normal gravity value computed on the
 KY1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1013.degrees latitude (g = 980.6199 gals.).
 KY1013
 KY1013.The modeled gravity was interpolated from observed gravity values.
 KY1013
 KY1013;                    North         East    Units  Estimated Accuracy
 KY1013;SPC OH N     -   131,080.      761,270.      MT  (+/- 180 meters Scaled)
 KY1013
 KY1013                          SUPERSEDED SURVEY CONTROL
 KY1013
 KY1013  NGVD 29 (??/??/92)  324.997  (m)         1066.26   (f) ADJ UNCH    1 1
 KY1013
 KY1013.Superseded values are not recommended for survey control.
 KY1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1013.See file dsdata.txt to determine how the superseded data were derived.
 KY1013
 KY1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF347200(NAD 83)
 KY1013_MARKER: Q = CHISELED SQUARE
 KY1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1013_SP_SET: ABUTMENT
 KY1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1013
 KY1013  HISTORY     - Date     Condition        Report By
 KY1013  HISTORY     - UNK      MONUMENTED       CGS
 KY1013  HISTORY     - 1966     GOOD             NGS
 KY1013  HISTORY     - 19980328 GOOD             USPSQD
 KY1013
 KY1013                          STATION DESCRIPTION
 KY1013
 KY1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1013'2.8 MI W FROM EAST PALESTINE.
 KY1013'ABOUT 2.85 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1013'STATION AT EAST PALESTINE, ABOUT 0.45 MILE EAST OF MILEPOST
 KY1013'P 53, IN SECTION 28, R 1 W, T 8 N, A 2-INCH OUTLINES SQUARE ON
 KY1013'THE TOP OF THE NORTH END OF THE EAST STONE ABUTMENT FOR AN
 KY1013'OVERPASS OVER A BLACK TOPPED ROAD, 13.5 FEET NORTH OF THE NORTH
 KY1013'RAIL OF THE NEAR TRACK, 0.3 FOOT SOUTH OF THE NORTH END OF THE
 KY1013'ABUTMENT AND 6 FEET BELOW THE LEVEL OF THE TRACK.
 KY1013
 KY1013                          STATION RECOVERY (1998)
 KY1013
 KY1013'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1010 ***********************************************************************
 KY1010  DESIGNATION -  BR 50 CHS S 2
 KY1010  PID         -  KY1010
 KY1010  STATE/COUNTY-  OH/COLUMBIANA
 KY1010  USGS QUAD   -  EAST PALESTINE (1994)
 KY1010
 KY1010                         *CURRENT SURVEY CONTROL
 KY1010  ___________________________________________________________________
 KY1010* NAD 83(1986)-  40 50 13.     (N)    080 33 36.     (W)     SCALED    
 KY1010* NAVD 88     -       315.416  (meters)    1034.83   (feet)  ADJUSTED  
 KY1010  ___________________________________________________________________
 KY1010  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KY1010  DYNAMIC HT  -         315.259 (meters)    1034.31  (feet)  COMP
 KY1010  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 KY1010
 KY1010  VERT ORDER  -  FIRST     CLASS I
 KY1010
 KY1010.The horizontal coordinates were scaled from a topographic map and have
 KY1010.an estimated accuracy of +/- 6 seconds.
 KY1010
 KY1010.The orthometric height was determined by differential leveling
 KY1010.and adjusted by the National Geodetic Survey in June 1991..
 KY1010
 KY1010.The geoid height was determined by GEOID03.
 KY1010
 KY1010.The dynamic height is computed by dividing the NAVD 88
 KY1010.geopotential number by the normal gravity value computed on the
 KY1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1010.degrees latitude (g = 980.6199 gals.).
 KY1010
 KY1010.The modeled gravity was interpolated from observed gravity values.
 KY1010
 KY1010;                    North         East    Units  Estimated Accuracy
 KY1010;SPC OH N     -   131,770.      763,600.      MT  (+/- 180 meters Scaled)
 KY1010
 KY1010                          SUPERSEDED SURVEY CONTROL
 KY1010
 KY1010  NGVD 29 (??/??/92)  315.551  (m)         1035.27   (f) ADJ UNCH    1 1
 KY1010
 KY1010.Superseded values are not recommended for survey control.
 KY1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1010.See file dsdata.txt to determine how the superseded data were derived.
 KY1010
 KY1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF370207(NAD 83)
 KY1010_MARKER: Q = CHISELED SQUARE
 KY1010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1010_SP_SET: ABUTMENT
 KY1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1010
 KY1010  HISTORY     - Date     Condition        Report By
 KY1010  HISTORY     - UNK      MONUMENTED       CGS
 KY1010  HISTORY     - 1966     GOOD             NGS
 KY1010
 KY1010                          STATION DESCRIPTION
 KY1010
 KY1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1010'1.1 MI W FROM EAST PALESTINE.
 KY1010'ABOUT 1.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1010'STATION AT EAST PALESTINE, ABOUT 3 RAILS EAST OF MILEPOST P 51,
 KY1010'ON TOP OF THE NORTHWEST CORNER OF THE NORTH END OF THE EAST STONE
 KY1010'ABUTMENT OF THE MAIN STREET OVERPASS, 19.5 FEET NORTH OF THE
 KY1010'NORTH RAIL, IN SECTION 27, R 1 W, T 8 N, 0.5 FOOT SOUTHEAST OF THE
 KY1010'NORTHWEST CORNER OF THE TOP STEP OF THE ABUTMENT AND 6 FEET BELOW
 KY1010'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1023 ***********************************************************************
 KY1023  DESIGNATION -  BR 52 CHS S 2
 KY1023  PID         -  KY1023
 KY1023  STATE/COUNTY-  OH/COLUMBIANA
 KY1023  USGS QUAD   -  COLUMBIANA (1994)
 KY1023
 KY1023                         *CURRENT SURVEY CONTROL
 KY1023  ___________________________________________________________________
 KY1023* NAD 83(1986)-  40 52 58.     (N)    080 41 23.     (W)     SCALED    
 KY1023* NAVD 88     -       340.954  (meters)    1118.61   (feet)  ADJUSTED  
 KY1023  ___________________________________________________________________
 KY1023  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY1023  DYNAMIC HT  -         340.785 (meters)    1118.06  (feet)  COMP
 KY1023  MODELED GRAV-     980,120.8   (mgal)                       NAVD 88
 KY1023
 KY1023  VERT ORDER  -  FIRST     CLASS I
 KY1023
 KY1023.The horizontal coordinates were scaled from a topographic map and have
 KY1023.an estimated accuracy of +/- 6 seconds.
 KY1023
 KY1023.The orthometric height was determined by differential leveling
 KY1023.and adjusted by the National Geodetic Survey in June 1991..
 KY1023
 KY1023.The geoid height was determined by GEOID03.
 KY1023
 KY1023.The dynamic height is computed by dividing the NAVD 88
 KY1023.geopotential number by the normal gravity value computed on the
 KY1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1023.degrees latitude (g = 980.6199 gals.).
 KY1023
 KY1023.The modeled gravity was interpolated from observed gravity values.
 KY1023
 KY1023;                    North         East    Units  Estimated Accuracy
 KY1023;SPC OH N     -   136,630.      752,560.      MT  (+/- 180 meters Scaled)
 KY1023
 KY1023                          SUPERSEDED SURVEY CONTROL
 KY1023
 KY1023  NGVD 29 (??/??/92)  341.089  (m)         1119.06   (f) ADJ UNCH    1 1
 KY1023
 KY1023.Superseded values are not recommended for survey control.
 KY1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1023.See file dsdata.txt to determine how the superseded data were derived.
 KY1023
 KY1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF261257(NAD 83)
 KY1023_MARKER: Q = CHISELED SQUARE
 KY1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1023_SP_SET: STEP
 KY1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1023
 KY1023  HISTORY     - Date     Condition        Report By
 KY1023  HISTORY     - UNK      MONUMENTED       CGS
 KY1023  HISTORY     - 1966     GOOD             NGS
 KY1023  HISTORY     - 20000227 MARK NOT FOUND   USPSQD
 KY1023
 KY1023                          STATION DESCRIPTION
 KY1023
 KY1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1023'AT COLUMBIANA.
 KY1023'AT COLUMBIANA, ABOUT 0.25 MILE SOUTHEAST ALONG THE PENNSYLVANIA
 KY1023'RAILROAD FROM THE STATION, A 1 1/4 INCH OUTLINED SQUARE ON THE TOP
 KY1023'OF THE TOP STEP OF THE NORTH END OF THE EAST STONE ABUTMENT
 KY1023'OF THE PENNSYLVANIA RAILROAD OVERPASS OVER THE YOUNGSTOWN AND
 KY1023'SOUTHERN RAILWAY, IN SECTION 9, R 2 W, T 12 N, 21.5 FEET NORTH
 KY1023'OF THE NORTH RAIL OF THE NEAR TRACK AND 5 FEET BELOW THE LEVEL
 KY1023'OF THE TRACK.
 KY1023
 KY1023                          STATION RECOVERY (2000)
 KY1023
 KY1023'RECOVERY NOTE BY US POWER SQUADRON 2000
 KY1023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1026 ***********************************************************************
 KY1026  DESIGNATION -  BR 54
 KY1026  PID         -  KY1026
 KY1026  STATE/COUNTY-  OH/COLUMBIANA
 KY1026  USGS QUAD   -  COLUMBIANA (1994)
 KY1026
 KY1026                         *CURRENT SURVEY CONTROL
 KY1026  ___________________________________________________________________
 KY1026* NAD 83(1986)-  40 53 06.     (N)    080 42 12.     (W)     SCALED    
 KY1026* NAVD 88     -       332.743  (meters)    1091.67   (feet)  ADJUSTED  
 KY1026  ___________________________________________________________________
 KY1026  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY1026  DYNAMIC HT  -         332.579 (meters)    1091.14  (feet)  COMP
 KY1026  MODELED GRAV-     980,121.3   (mgal)                       NAVD 88
 KY1026
 KY1026  VERT ORDER  -  FIRST     CLASS II
 KY1026
 KY1026.The horizontal coordinates were scaled from a topographic map and have
 KY1026.an estimated accuracy of +/- 6 seconds.
 KY1026
 KY1026.The orthometric height was determined by differential leveling
 KY1026.and adjusted by the National Geodetic Survey in June 1991..
 KY1026
 KY1026.The geoid height was determined by GEOID03.
 KY1026
 KY1026.The dynamic height is computed by dividing the NAVD 88
 KY1026.geopotential number by the normal gravity value computed on the
 KY1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1026.degrees latitude (g = 980.6199 gals.).
 KY1026
 KY1026.The modeled gravity was interpolated from observed gravity values.
 KY1026
 KY1026;                    North         East    Units  Estimated Accuracy
 KY1026;SPC OH N     -   136,850.      751,410.      MT  (+/- 180 meters Scaled)
 KY1026
 KY1026                          SUPERSEDED SURVEY CONTROL
 KY1026
 KY1026  NGVD 29 (??/??/92)  332.879  (m)         1092.12   (f) ADJ UNCH    1 2
 KY1026
 KY1026.Superseded values are not recommended for survey control.
 KY1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1026.See file dsdata.txt to determine how the superseded data were derived.
 KY1026
 KY1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF249260(NAD 83)
 KY1026_MARKER: Q = CHISELED SQUARE
 KY1026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1026_SP_SET: BRIDGE
 KY1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1026
 KY1026  HISTORY     - Date     Condition        Report By
 KY1026  HISTORY     - UNK      MONUMENTED       CGS
 KY1026  HISTORY     - 1950     GOOD             NGS
 KY1026  HISTORY     - 1966     MARK NOT FOUND   USGS
 KY1026
 KY1026                          STATION DESCRIPTION
 KY1026
 KY1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1026'0.5 MI W FROM COLUMBIANA.
 KY1026'ABOUT 0.5 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1026'STATION AT COLUMBIANA, IN A BRIDGE OVER A SMALL STREAM.  THIS
 KY1026'BRIDGE IS ALONG THE OLD TRACKS WHICH IS ABOUT 50 YARDS TO THE
 KY1026'NORTH OF THE PRESENT TRACKS.  THE MARK IS ON TOP AND NORTHWEST
 KY1026'CORNER OF THE NORTH RETAINING WALL, IT IS A 2 INCH OUTLINED
 KY1026'SQUARE LETTERED B M.
 KY1026
 KY1026                          STATION RECOVERY (1966)
 KY1026
 KY1026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KY1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1044 ***********************************************************************
 KY1044  DESIGNATION -  BR 63 CHS S 2
 KY1044  PID         -  KY1044
 KY1044  STATE/COUNTY-  OH/COLUMBIANA
 KY1044  USGS QUAD   -  SALEM (1994)
 KY1044
 KY1044                         *CURRENT SURVEY CONTROL
 KY1044  ___________________________________________________________________
 KY1044* NAD 83(1986)-  40 54 25.     (N)    080 52 26.     (W)     SCALED    
 KY1044* NAVD 88     -       352.268  (meters)    1155.73   (feet)  ADJUSTED  
 KY1044  ___________________________________________________________________
 KY1044  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KY1044  DYNAMIC HT  -         352.099 (meters)    1155.18  (feet)  COMP
 KY1044  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 KY1044
 KY1044  VERT ORDER  -  FIRST     CLASS I
 KY1044
 KY1044.The horizontal coordinates were scaled from a topographic map and have
 KY1044.an estimated accuracy of +/- 6 seconds.
 KY1044
 KY1044.The orthometric height was determined by differential leveling
 KY1044.and adjusted by the National Geodetic Survey in June 1991..
 KY1044
 KY1044.The geoid height was determined by GEOID03.
 KY1044
 KY1044.The dynamic height is computed by dividing the NAVD 88
 KY1044.geopotential number by the normal gravity value computed on the
 KY1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1044.degrees latitude (g = 980.6199 gals.).
 KY1044
 KY1044.The modeled gravity was interpolated from observed gravity values.
 KY1044
 KY1044;                    North         East    Units  Estimated Accuracy
 KY1044;SPC OH N     -   139,010.      736,990.      MT  (+/- 180 meters Scaled)
 KY1044
 KY1044                          SUPERSEDED SURVEY CONTROL
 KY1044
 KY1044  NGVD 29 (??/??/92)  352.424  (m)         1156.24   (f) ADJ UNCH    1 1
 KY1044
 KY1044.Superseded values are not recommended for survey control.
 KY1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1044.See file dsdata.txt to determine how the superseded data were derived.
 KY1044
 KY1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF106284(NAD 83)
 KY1044_MARKER: Q = CHISELED SQUARE
 KY1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1044_SP_SET: ABUTMENT
 KY1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1044+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 KY1044
 KY1044  HISTORY     - Date     Condition        Report By
 KY1044  HISTORY     - UNK      MONUMENTED       CGS
 KY1044  HISTORY     - 1966     GOOD             NGS
 KY1044  HISTORY     - 20060718 GOOD             GEOCAC
 KY1044
 KY1044                          STATION DESCRIPTION
 KY1044
 KY1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1044'1.3 MI NW FROM SALEM.
 KY1044'ABOUT 1.3 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD
 KY1044'FROM THE STATION AT SALEM, IN SECTION 36, R 4 W, T 17 N, ABOUT
 KY1044'2 RAILS SOUTHEAST OF MILEPOST P 71, A 2 1/2 INCH OUTLINED
 KY1044'CHISELED SQUARE ON THE TOP OF THE NORTH CORNER OF THE NORTHEAST
 KY1044'END OF THE SOUTHEAST STONE ABUTMENT FOR A 15-FOOT BRIDGE OVER
 KY1044'A STREAM, 8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NEAR
 KY1044'TRACK, 0.7 FOOT SOUTH OF THE NORTH CORNER OF THE ABUTMENT AND
 KY1044'4 FEET BELOW THE LEVEL OF THE TRACK.  A 2 1/2 INCH OUTLINED
 KY1044'CHISELED SQUARE LETTERED B M.
 KY1044
 KY1044                          STATION RECOVERY (2006)
 KY1044
 KY1044'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1044'ADD TO DESCRIPTION, THE MARK IS ACROSS PENNSYLVANIA AVENUE FROM THE
 KY1044'SALEM SCHOOL BUS GARAGE, A 2 1/2 INCH OUTLINED CHISELED SQUARE ON THE
 KY1044'TOP OF THE NORTH CORNER OF THE NORTHWEST END OF THE NORTHEAST STONE
 KY1044'ABUTMENT FOR A 15-FOOT BRIDGE OVER A STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1315 ***********************************************************************
 KY1315  DESIGNATION -  BR 64
 KY1315  PID         -  KY1315
 KY1315  STATE/COUNTY-  OH/MAHONING
 KY1315  USGS QUAD   -  ALLIANCE (1994)
 KY1315
 KY1315                         *CURRENT SURVEY CONTROL
 KY1315  ___________________________________________________________________
 KY1315* NAD 83(1986)-  40 55 05.     (N)    081 03 42.     (W)     SCALED    
 KY1315* NAVD 88     -       323.766  (meters)    1062.22   (feet)  ADJUSTED  
 KY1315  ___________________________________________________________________
 KY1315  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KY1315  DYNAMIC HT  -         323.612 (meters)    1061.72  (feet)  COMP
 KY1315  MODELED GRAV-     980,140.6   (mgal)                       NAVD 88
 KY1315
 KY1315  VERT ORDER  -  FIRST     CLASS II
 KY1315
 KY1315.The horizontal coordinates were scaled from a topographic map and have
 KY1315.an estimated accuracy of +/- 6 seconds.
 KY1315
 KY1315.The orthometric height was determined by differential leveling
 KY1315.and adjusted by the National Geodetic Survey in June 1991..
 KY1315
 KY1315.The geoid height was determined by GEOID03.
 KY1315
 KY1315.The dynamic height is computed by dividing the NAVD 88
 KY1315.geopotential number by the normal gravity value computed on the
 KY1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1315.degrees latitude (g = 980.6199 gals.).
 KY1315
 KY1315.The modeled gravity was interpolated from observed gravity values.
 KY1315
 KY1315;                    North         East    Units  Estimated Accuracy
 KY1315;SPC OH N     -   139,960.      721,150.      MT  (+/- 180 meters Scaled)
 KY1315
 KY1315                          SUPERSEDED SURVEY CONTROL
 KY1315
 KY1315  NGVD 29 (??/??/92)  323.932  (m)         1062.77   (f) ADJ UNCH    1 2
 KY1315
 KY1315.Superseded values are not recommended for survey control.
 KY1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1315.See file dsdata.txt to determine how the superseded data were derived.
 KY1315
 KY1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF948296(NAD 83)
 KY1315_MARKER: Q = CHISELED SQUARE
 KY1315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1315_SP_SET: ABUTMENT
 KY1315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1315
 KY1315  HISTORY     - Date     Condition        Report By
 KY1315  HISTORY     - UNK      MONUMENTED       CGS
 KY1315  HISTORY     - 1950     GOOD             NGS
 KY1315  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY1315
 KY1315                          STATION DESCRIPTION
 KY1315
 KY1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1315'1.8 MI E FROM ALLIANCE.
 KY1315'ABOUT 1.8 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM ITS
 KY1315'STATION AT ALLIANCE, AT BRIDGE 81-63 OVER THE MAHONING RIVER.  IT
 KY1315'IS IN THE TOP AND NORTHEAST CORNER OF THE EAST STONE ABUTMENT,
 KY1315'4 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK AND 1
 KY1315'FOOT LOWER THAN THE TRACK.  IT IS A 1 1/2 INCH OUTLINED CHISELED
 KY1315'SQUARE.
 KY1315
 KY1315                          STATION RECOVERY (1966)
 KY1315
 KY1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KY1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1314 ***********************************************************************
 KY1314  DESIGNATION -  BR 65
 KY1314  PID         -  KY1314
 KY1314  STATE/COUNTY-  OH/MAHONING
 KY1314  USGS QUAD   -  ALLIANCE (1994)
 KY1314
 KY1314                         *CURRENT SURVEY CONTROL
 KY1314  ___________________________________________________________________
 KY1314* NAD 83(1986)-  40 55 06.     (N)    081 04 01.     (W)     SCALED    
 KY1314* NAVD 88     -       321.473  (meters)    1054.70   (feet)  ADJUSTED  
 KY1314  ___________________________________________________________________
 KY1314  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KY1314  DYNAMIC HT  -         321.320 (meters)    1054.20  (feet)  COMP
 KY1314  MODELED GRAV-     980,140.7   (mgal)                       NAVD 88
 KY1314
 KY1314  VERT ORDER  -  FIRST     CLASS I
 KY1314
 KY1314.The horizontal coordinates were scaled from a topographic map and have
 KY1314.an estimated accuracy of +/- 6 seconds.
 KY1314
 KY1314.The orthometric height was determined by differential leveling
 KY1314.and adjusted by the National Geodetic Survey in June 1991..
 KY1314.WARNING-Repeat measurements at this control monument indicate possible
 KY1314.vertical movement.
 KY1314
 KY1314.The geoid height was determined by GEOID03.
 KY1314
 KY1314.The dynamic height is computed by dividing the NAVD 88
 KY1314.geopotential number by the normal gravity value computed on the
 KY1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1314.degrees latitude (g = 980.6199 gals.).
 KY1314
 KY1314.The modeled gravity was interpolated from observed gravity values.
 KY1314
 KY1314;                    North         East    Units  Estimated Accuracy
 KY1314;SPC OH N     -   139,980.      720,710.      MT  (+/- 180 meters Scaled)
 KY1314
 KY1314                          SUPERSEDED SURVEY CONTROL
 KY1314
 KY1314  NGVD 29 (??/??/92)  321.644  (m)         1055.26   (f) ADJ UNCH    1 1
 KY1314
 KY1314.Superseded values are not recommended for survey control.
 KY1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1314.See file dsdata.txt to determine how the superseded data were derived.
 KY1314
 KY1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF943296(NAD 83)
 KY1314_MARKER: Q = CHISELED SQUARE
 KY1314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1314_SP_SET: STEP
 KY1314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1314
 KY1314  HISTORY     - Date     Condition        Report By
 KY1314  HISTORY     - UNK      MONUMENTED       CGS
 KY1314  HISTORY     - 1966     GOOD             NGS
 KY1314  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 KY1314
 KY1314                          STATION DESCRIPTION
 KY1314
 KY1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1314'1.4 MI E FROM ALLIANCE.
 KY1314'ABOUT 1.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1314'STATION AT ALLIANCE, ABOUT 0.3 MILE EAST OF MILEPOST P 82, ON
 KY1314'TOP OF THE NORTHWEST CORNER OF THE TOP STEP OF THE NORTH END OF
 KY1314'THE EAST STONE ABUTMENT OF BRIDGE NO. 81.72 OVER A SMALL STREAM,
 KY1314'26.5 FEET NORTH OF THE NORTH RAIL OF THE NEAR TRACK, 0.6 FOOT
 KY1314'SOUTHEAST OF THE NORTHWEST CORNER OF THE STEP, IN SECTION 29,
 KY1314'R 5 W, T 18 N, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 KY1314'NOTE-- MARK IS BOTTOM OF HOLE IN A 1 1/4 INCH SQUARE CUT.  LEVELING
 KY1314'IN 1966 INDICATE THIS MARK HAS LOWERED ABOUT (1 1/2 CENTIMETERS)
 KY1314'0.6 OF AN INCH.
 KY1314
 KY1314                          STATION RECOVERY (1999)
 KY1314
 KY1314'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY1314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7223 ***********************************************************************
 DF7223  CBN         -  This is a Cooperative Base Network Control Station.
 DF7223  DESIGNATION -  BR11
 DF7223  PID         -  DF7223
 DF7223  STATE/COUNTY-  OH/MEDINA
 DF7223  USGS QUAD   -  MEDINA (1994)
 DF7223
 DF7223                         *CURRENT SURVEY CONTROL
 DF7223  ___________________________________________________________________
 DF7223* NAD 83(1995)-  41 14 19.18827(N)    081 49 57.96941(W)     ADJUSTED  
 DF7223* NAVD 88     -       344.6    (meters)    1131.     (feet)  GPS OBS   
 DF7223  ___________________________________________________________________
 DF7223  X           -     682,383.760 (meters)                     COMP
 DF7223  Y           -  -4,754,676.504 (meters)                     COMP
 DF7223  Z           -   4,182,595.430 (meters)                     COMP
 DF7223  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 DF7223  ELLIP HEIGHT-         310.81  (meters)          (09/23/04) GPS OBS
 DF7223  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 DF7223
 DF7223  HORZ ORDER  -  A
 DF7223  ELLP ORDER  -  FOURTH    CLASS I
 DF7223
 DF7223.The horizontal coordinates were established by GPS observations
 DF7223.and adjusted by the National Geodetic Survey in September 2004..
 DF7223
 DF7223.The orthometric height was determined by GPS observations and a
 DF7223.high-resolution geoid model.
 DF7223
 DF7223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7223
 DF7223.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7223
 DF7223.The ellipsoidal height was determined by GPS observations
 DF7223.and is referenced to NAD 83.
 DF7223
 DF7223.The geoid height was determined by GEOID03.
 DF7223
 DF7223;                    North         East     Units Scale Factor Converg.
 DF7223;SPC OH N     -   174,778.509   655,930.894   MT  0.99994358   +0 26 18.0
 DF7223;UTM  17      - 4,565,585.834   430,215.745   MT  0.99965993   -0 32 56.3
 DF7223
 DF7223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7223!SPC OH N     -   0.99995125  x   0.99994358  =   0.99989483
 DF7223!UTM  17      -   0.99995125  x   0.99965993  =   0.99961120
 DF7223
 DF7223                          SUPERSEDED SURVEY CONTROL
 DF7223
 DF7223  NAD 83(1995)-  41 14 19.18728(N)    081 49 57.96914(W) AD(       ) 1
 DF7223  ELLIP H (08/20/03)  310.85   (m)                       GP(       ) 4 2
 DF7223
 DF7223.Superseded values are not recommended for survey control.
 DF7223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7223.See file dsdata.txt to determine how the superseded data were derived.
 DF7223
 DF7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3021665586(NAD 83)
 DF7223_MARKER: DD = SURVEY DISK
 DF7223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7223_STAMPING: BR 11 1999
 DF7223_MARK LOGO: OH-103
 DF7223_PROJECTION: PROJECTING 5 CENTIMETERS
 DF7223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7223+STABILITY: SURFACE MOTION
 DF7223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7223+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 DF7223
 DF7223  HISTORY     - Date     Condition        Report By
 DF7223  HISTORY     - 19991218 MONUMENTED       OH-103
 DF7223  HISTORY     - 20030606 GOOD             WOOLPT
 DF7223
 DF7223                          STATION DESCRIPTION
 DF7223
 DF7223'DESCRIBED BY MEDINA COUNTY OHIO 1999 (MAJ)
 DF7223'DESCRIBED BY MEDINA COUNTY SANITARY ENGINEER 2000
 DF7223'STATION IS LOCATED IN BRUNSWICK CITY, MEDINA COUNTY, OHIO, AT THE
 DF7223'BRUNSWICK CITY HALL, 4095 CENTER ROAD.  OWNERSHIP--CITY OF
 DF7223'BRUNSWICK.
 DF7223' 
 DF7223'TO REACH FROM THE INTERSECTION OF INTERSTATE 71 AND S.R. 303 IN
 DF7223'BRUNSWICK, GO WEST ON S.R. 303 1.8 MI TO THE STATION ON THE RIGHT, IN
 DF7223'FRONT OF BRUNSWICK CITY HALL, 0.4 MI EAST OF THE INTERSECTION OF S.R.
 DF7223'303 AND S.R. 42.
 DF7223' 
 DF7223'THE STATION MARK IS A STANDARD MEDINA COUNTY SANITARY ENGINEER
 DF7223'GPS SURVEY 3.5 INCH DIA BRONZE DISK STAMPED --BR11 1999-- SET IN A 12
 DF7223'INCH DIA 48 INCH DEEP CONCRETE MONUMENT WITH A 12 INCH PVC SLEEVE,
 DF7223'SET FLUSH WITH THE GROUND SURFACE.  STATION IS IN THE EAST ISLAND
 DF7223'IN THE FRONT PARKING LOT, 140.5 FT NORTH OF S.R. 303, 186.3 FT SOUTH
 DF7223'OF
 DF7223'THE SOUTHEAST CORNER OF THE BRUNSWICK CITY HALL BUILDING, 18.3 FT
 DF7223'SOUTH OF A METAL LIGHT POLE, 45.9 FT WEST OF THE EAST EDGE OF THE
 DF7223'ISLAND, 6.1 FT EAST OF THE WEST EDGE OF THE ISLAND, 58.0 FT NORTH OF
 DF7223'THE SOUTH EDGE OF THE ISLAND, AND 1.0 FT SOUTH OF AN ORANGE
 DF7223'CARSONITE WITNESS POST.
 DF7223' 
 DF7223'NO REFERENCE MARKS OR AZIMUTH MARKS WERE SET FOR THIS STATION.
 DF7223'
 DF7223
 DF7223                          STATION RECOVERY (2003)
 DF7223
 DF7223'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (GTF)
 DF7223'THE STATION IS LOCATED IN BRUNSWICK, AT THE BRUNSWICK CITY HALL
 DF7223'BUILDING, 23.0 MI SOUTHEAST OF LORAIN, 17 MI SOUTH OF CLEVELAND, AND
 DF7223'20 MI NORTHWEST OF AKRON.
 DF7223' 
 DF7223'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 71
 DF7223'AND STATE ROUTE 303 2 MILES EAST OF BRUNSWICK, GO WEST ALONG STATE
 DF7223'ROUTE 303 FOR 1.8 MI TO THE STATION ON THE RIGHT, JUST OUTSIDE OF
 DF7223'DOWNTOWN BRUNSWICK.
 DF7223' 
 DF7223'THE STATION IS A SURVEY DISK SET IN CONCRETE PROJECTING  0.2 FT ABOVE
 DF7223'THE GROUND. THE STATION IS 186.3 FT SOUTHWEST OF THE  SOUTHEAST CORNER
 DF7223'OF THE BRUNSWICK CITY HALL, 45.9 FT WEST OF THE  CENTERLINE OF THE
 DF7223'EAST ENTRANCE DRIVE LEADING TO THE PARKING LOT,  140.5 FT NORTH OF THE
 DF7223'CENTERLINE OF STATE ROUTE 303, AND 18.3 FT  SOUTH OF A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0524 ***********************************************************************
 MB0524  DESIGNATION -  BRACEVILLE
 MB0524  PID         -  MB0524
 MB0524  STATE/COUNTY-  OH/TRUMBULL
 MB0524  USGS QUAD   -  NEWTON FALLS (1994)
 MB0524
 MB0524                         *CURRENT SURVEY CONTROL
 MB0524  ___________________________________________________________________
 MB0524* NAD 83(1995)-  41 14 12.61377(N)    080 58 35.39979(W)     ADJUSTED  
 MB0524* NAVD 88     -       315.447  (meters)    1034.93   (feet)  ADJUSTED  
 MB0524  ___________________________________________________________________
 MB0524  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 MB0524  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB0524  DYNAMIC HT  -         315.311 (meters)    1034.48  (feet)  COMP
 MB0524  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 MB0524
 MB0524  HORZ ORDER  -  FIRST
 MB0524  VERT ORDER  -  SECOND    CLASS 0
 MB0524
 MB0524.The horizontal coordinates were established by classical geodetic methods
 MB0524.and adjusted by the National Geodetic Survey in April 1998..
 MB0524
 MB0524.The orthometric height was determined by differential leveling
 MB0524.and adjusted by the National Geodetic Survey in June 1991..
 MB0524
 MB0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0524
 MB0524.The geoid height was determined by GEOID03.
 MB0524
 MB0524.The dynamic height is computed by dividing the NAVD 88
 MB0524.geopotential number by the normal gravity value computed on the
 MB0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0524.degrees latitude (g = 980.6199 gals.).
 MB0524
 MB0524.The modeled gravity was interpolated from observed gravity values.
 MB0524
 MB0524;                    North         East     Units Scale Factor Converg.
 MB0524;SPC OH N     -   175,477.190   727,706.323   MT  0.99994348   +1 00 03.1
 MB0524;UTM  17      - 4,565,049.041   501,969.299   MT  0.99960005   +0 00 55.8
 MB0524
 MB0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0524!SPC OH N     -   0.99995582  x   0.99994348  =   0.99989930
 MB0524!UTM  17      -   0.99995582  x   0.99960005  =   0.99955589
 MB0524
 MB0524|---------------------------------------------------------------------|
 MB0524| PID    Reference Object                     Distance      Geod. Az  |
 MB0524|                                                           dddmmss.s |
 MB0524| MB0525 BRACEVILLE RM 1                      37.622 METERS 05329     |
 MB0524| MB0526 BRACEVILLE RM 2                      25.895 METERS 17533     |
 MB0524| MB2035 NEWTON FALLS MUNICIPAL TANK         APPROX. 5.4 KM 1821755.8 |
 MB0524| MB0527 BRACEVILLE AZ MK                                   2644053.9 |
 MB0524|---------------------------------------------------------------------|
 MB0524
 MB0524                          SUPERSEDED SURVEY CONTROL
 MB0524
 MB0524  NAD 83(1986)-  41 14 12.61974(N)    080 58 35.39816(W) AD(       ) 1
 MB0524  NAD 27      -  41 14 12.41800(N)    080 58 36.06900(W) AD(       ) 1
 MB0524  NGVD 29 (??/??/92)  315.611  (m)         1035.47   (f) ADJ UNCH    2 0
 MB0524
 MB0524.Superseded values are not recommended for survey control.
 MB0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0524.See file dsdata.txt to determine how the superseded data were derived.
 MB0524
 MB0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0196965049(NAD 83)
 MB0524_MARKER: DS = TRIANGULATION STATION DISK
 MB0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0524_STAMPING: BRACEVILLE 1950
 MB0524_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0524+STABILITY: SURFACE MOTION
 MB0524
 MB0524  HISTORY     - Date     Condition        Report By
 MB0524  HISTORY     - 1950     MONUMENTED       CGS
 MB0524  HISTORY     - 1950     GOOD             CGS
 MB0524  HISTORY     - 1951     SEE DESCRIPTION  CGS
 MB0524  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MB0524  HISTORY     - 19930902 GOOD             OHDT
 MB0524  HISTORY     - 20060707 MARK NOT FOUND   GEOCAC
 MB0524
 MB0524                          STATION DESCRIPTION
 MB0524
 MB0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB0524'THE STATION IS LOCATED ABOUT 9 MILES WEST OF WARREN, 3-1/2 MILES
 MB0524'NORTH OF NEWTON FALLS, 1.3 MILES
 MB0524'NORTHWEST OF BRACEVILLE AND JUST NORTHWEST OF THE JUNCTION OF STATE
 MB0524'ROUTES NO. 303, 82 AND 534.  IT
 MB0524'IS 47 FEET NORTH OF THE CENTERLINE OF HIGHWAY NO. 82, 24 FEET NORTH
 MB0524'OF A WHITE WITNESS POST AND 21 FEET WEST OF
 MB0524'THE DRIVEWAY LEADING THE THE RESIDENCE OF MR.
 MB0524'C.H. WERNER WHO OPERATES A PERENNIAL PLANT FARM AT THIS
 MB0524'LOCATION.  THE MARK IS FLUSH WITH THE
 MB0524'SURFACE AND IS STAMPED BRACEVILLE 1950.
 MB0524'
 MB0524'REFERENCE MARK NO. 1 IS 49 FEET NORTH OF THE NORTHWEST CORNER OF A
 MB0524'GARAGE, 32 FEET NORTH OF THE
 MB0524'CENTERLINE OF THE DRIVEWAY AND 26 FEET EAST OF THE NORTHEAST CORNER
 MB0524'OF A TOOL SHED.  THE MARK IS FLUSH
 MB0524'WITH THE SURFACE AND IS STAMPED BRACEVILLE NO 1 1950.
 MB0524'
 MB0524'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY FROM THE STATION, 25 FEET
 MB0524'SOUTH OF THE CENTERLINE OF THE
 MB0524'HIGHWAY, 21 FEET WEST OF THE CENTERLINE OF A DRIVEWAY AND 19 FEET
 MB0524'EAST OF A POWER POLE.  THE MARK IS
 MB0524'FLUSH WITH THE SURFACE AND IS STAMPED BRACEVILLE NO 2
 MB0524'1950.
 MB0524'
 MB0524'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING
 MB0524'2 INCHES ABOVE THE SURFACE,
 MB0524'29.4 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE NO. 303, 4 FEET EAST
 MB0524'OF A TELEPHONE POLE AND WHITE WITNESS
 MB0524'POST AND 3 FEET NORTH OF THE NORTH EDGE OF A
 MB0524'CULTIVATED FIELD.  THE MARK IS STAMPED BRACEVILLE 1950.
 MB0524'
 MB0524'TO REACH THE STATION FROM THE MAIN INTERSECTION IN BRACEVILLE, GO
 MB0524'NORTHWEST ON STATE ROUTE
 MB0524'NO. 82 FOR 1.2 MILES TO THE JUNCTION OF THREE STATE HIGHWAYS,
 MB0524'CONTINUE AHEAD ON HIGHWAY NO. 82 FOR
 MB0524'0.1 MILE TO THE STATION SITE ON THE RIGHT.  TO REACH THE AZIMUTH
 MB0524'MARK FROM THE JUNCTION OF HIGHWAYS, GO
 MB0524'SOUTHWEST ON STATE ROUTE NO. 303 FOR 0.9 MILE TO
 MB0524'THE MARK ON THE LEFT.
 MB0524
 MB0524                          STATION RECOVERY (1950)
 MB0524
 MB0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MB0524'1.3 MI NW FROM BRACEVILLE.
 MB0524'ABOUT 1.3 MILES NORTH-WEST ALONG STATE HIGHWAY 82 FROM THE
 MB0524'ERIE RAILROAD CROSSING AT BRACEVILLE, AT THE JUNCTION OF HIGHWAYS
 MB0524'82, 303 AND 534.  IT IS 47 FEET NORTH OF THE CENTERLINE OF
 MB0524'HIGHWAY 82, 21 FEET WEST OF THE CENTERLINE OF A DRIVEWAY LEADING
 MB0524'NORTH TO THE RESIDENCE OF C.H. WERNER AND 24 FEET NORTH OF A
 MB0524'WHITE WITNESS POST.  A STANDARD TRIANGULATION STATION DISK SET IN
 MB0524'THE TOP OF A CONCRETE POST, SET FLUSH WITH THE GROUND.
 MB0524
 MB0524                          STATION RECOVERY (1951)
 MB0524
 MB0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB0524'THE STATION AND ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 MB0524'CONDITION WITH THE EXCEPTION
 MB0524'THAT THE DIRECTION TO THE AZIMUTH MARK SHOWN ON THE 1950 LIST IS THE
 MB0524'DIRECTION TAKEN FROM STATION
 MB0524'SOAP AND NOT WOODFORD 1928.
 MB0524'
 MB0524'THE ORIGINAL DESCRIPTION SUBMITTED IN 1950 ADEQUATE.
 MB0524'
 MB0524'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS
 MB0524'
 MB0524'DISTANCE AND DIRECTION TO OBJECTS VISIBLE FROM THE GROUND.
 MB0524
 MB0524                          STATION RECOVERY (1977)
 MB0524
 MB0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB0524'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 MB0524'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND COULD
 MB0524'NOT BE FOUND.  THE DISTANCE TO REFERENCE MARK 1 CHECKED THE OLD
 MB0524'DATA.  A DIFFERENCE OF 0.012 METERS LONGER IN THE
 MB0524'DISTANCE TO REFERENCE MARK 2 WAS NOTED AND VERIFIED.  A
 MB0524'DIFFERENCE OF 2 MINUTES AND 10 SECONDS IN THE ANGLE BETWEEN
 MB0524'REFERENCE MARKS 1 AND 2 WAS NOTED AND VERIFIED.  DUE TO LOCAL
 MB0524'CHANGES A NEW DESCRIPTION FOLLOWS.
 MB0524'
 MB0524'THE STATION IS ABOUT 3-1/2 MILES NORTH OF NEWTON FALLS, 1-1/4
 MB0524'MILES NORTHWEST OF BRACEVILLE, 0.05 MILE NORTHWEST OF THE
 MB0524'JUNCTION OF STATE HIGHWAYS 82, 303 AND 534, ON THE NORTH SIDE
 MB0524'OF HIGHWAY 82 IN A WOODED AREA AND ON PROPERTY OWNED BY RICHARD
 MB0524'WERNER, R.F.D. 2, NEWTON FALLS, OHIO 44444.
 MB0524'
 MB0524'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82,
 MB0524'303 AND 534 JUST NORTH OF INTERSTATE 80 OVERPASS NORTH OF
 MB0524'NEWTON FALLS, GO WESTERLY ON HIGHWAY 82 FOR 0.05 MILE TO A
 MB0524'DIM DRIVEWAY AND THE STATION ON THE RIGHT.
 MB0524'
 MB0524'STATION MARK, STAMPED---BRACEVILLE 1950---, IS A STANDARD DISK
 MB0524'SET IN THE TOP OF A 16-INCH SQUARE CONCRETE MONUMENT THAT IS
 MB0524'FLUSH WITH THE GROUND.  IT IS 46 FEET NORTH OF THE CENTER OF
 MB0524'HIGHWAY 82 AND 21 FEET WEST OF THE CENTER OF A DIM DRIVEWAY.
 MB0524'THE UNDERGROUND DISK WAS NOT INSPECTED AT THIS TIME.
 MB0524'
 MB0524'REFERENCE MARK 1, STAMPED---BRACEVILLE NO 1 1950---, IS A
 MB0524'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MB0524'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 49
 MB0524'FEET NORTH OF THE NORTHWEST CORNER OF AN OLD GARAGE, 26 FEET
 MB0524'EAST OF THE NORTHEAST CORNER OF AN OLD WOODEN SHED AND ABOUT 2
 MB0524'FEET HIGHER THAN THE STATION.
 MB0524'
 MB0524'REFERENCE MARK 2, STAMPED---BRACEVILLE NO 2 1950---, IS A
 MB0524'STANDARD DISK SET IN THE
 MB0524'TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 MB0524'THE GROUND.  IT IS 25.5 FEET SOUTH OF THE CENTER OF STATE
 MB0524'HIGHWAY 82, 18 FEET EAST OF A POWER LINE POLE AND ABOUT THE
 MB0524'SAME ELEVATION AS THE STATION.
 MB0524'
 MB0524'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.5 METERS.
 MB0524'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 MB0524'NO MEASUREMENT MADE BETWEEN REFERENCE MARKS 1 AND 2, DUE TO
 MB0524'TREES AND A HILL.
 MB0524'
 MB0524'DESCRIBED BY V. WILSON.
 MB0524
 MB0524                          STATION RECOVERY (1993)
 MB0524
 MB0524'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0524'DESCRIBED BY V. WILSON.
 MB0524' 
 MB0524'--------REPORT BY ODOT---------YEAR 1993---------CONDITION GOOD NEW
 MB0524'DESCRIPTION AS FOLLOWS,  0.05 MILES (0.08 KM) WEST ON S.R. 82 FROM THE
 MB0524'INTERSECTION OF S.R. 534,82,303.  TO A DRIVEWAY ON THE RIGHT.
 MB0524' 
 MB0524'STATION IS 46' NORTH OF CENTERLINE OF S.R. 82 AND 21' WEST OF
 MB0524'CENTERLINE OF DRIVEWAY, 33' SOUTH FROM THE SE CORNER OF A BARN.
 MB0524
 MB0524                          STATION RECOVERY (2006)
 MB0524
 MB0524'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0524'THERE HAS BEEN EXTENSIVE REGRADING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0527 ***********************************************************************
 MB0527  DESIGNATION -  BRACEVILLE AZ MK
 MB0527  PID         -  MB0527
 MB0527  STATE/COUNTY-  OH/TRUMBULL
 MB0527  USGS QUAD   -  NEWTON FALLS (1994)
 MB0527
 MB0527                         *CURRENT SURVEY CONTROL
 MB0527  ___________________________________________________________________
 MB0527* NAD 83(1986)-  41 14 09.     (N)    080 59 26.     (W)     SCALED    
 MB0527* NAVD 88     -       298.723  (meters)     980.06   (feet)  ADJUSTED  
 MB0527  ___________________________________________________________________
 MB0527  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB0527  DYNAMIC HT  -         298.595 (meters)     979.64  (feet)  COMP
 MB0527  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 MB0527
 MB0527  VERT ORDER  -  SECOND    CLASS 0
 MB0527
 MB0527.The horizontal coordinates were scaled from a topographic map and have
 MB0527.an estimated accuracy of +/- 6 seconds.
 MB0527
 MB0527.The orthometric height was determined by differential leveling
 MB0527.and adjusted by the National Geodetic Survey in June 1991..
 MB0527
 MB0527.The geoid height was determined by GEOID03.
 MB0527
 MB0527.The dynamic height is computed by dividing the NAVD 88
 MB0527.geopotential number by the normal gravity value computed on the
 MB0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0527.degrees latitude (g = 980.6199 gals.).
 MB0527
 MB0527.The modeled gravity was interpolated from observed gravity values.
 MB0527
 MB0527;                    North         East    Units  Estimated Accuracy
 MB0527;SPC OH N     -   175,350.      726,530.      MT  (+/- 180 meters Scaled)
 MB0527
 MB0527                          SUPERSEDED SURVEY CONTROL
 MB0527
 MB0527  NGVD 29 (??/??/92)  298.887  (m)          980.60   (f) ADJ UNCH    2 0
 MB0527
 MB0527.Superseded values are not recommended for survey control.
 MB0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0527.See file dsdata.txt to determine how the superseded data were derived.
 MB0527
 MB0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF007649(NAD 83)
 MB0527_MARKER: DZ = AZIMUTH MARK DISK
 MB0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0527_STAMPING: BRACEVILLE 1950
 MB0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0527+STABILITY: SURFACE MOTION
 MB0527
 MB0527  HISTORY     - Date     Condition        Report By
 MB0527  HISTORY     - 1950     MONUMENTED       CGS
 MB0527  HISTORY     - 19930902 MARK NOT FOUND   OHDT
 MB0527  HISTORY     - 20060707 MARK NOT FOUND   GEOCAC
 MB0527
 MB0527                          STATION DESCRIPTION
 MB0527
 MB0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0527'2 MI NW FROM BRACEVILLE.
 MB0527'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 82 FROM THE ERIE
 MB0527'RAILROAD CROSSING AT BRACEVILLE, THENCE ABOUT 0.7 MILE WEST ALONG
 MB0527'HIGHWAY 303, ALONG A CULTIVATED FIELD.  IT IS 29.4 FEET SOUTH OF
 MB0527'THE CENTERLINE OF HIGHWAY 303, 4 FEET EAST OF A TELEPHONE POLE
 MB0527'AND 3 FEET NORTH OF THE NORTH EDGE OF THE CULTIVATED FIELD.  A
 MB0527'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MB0527'IT IS 4 FEET EAST OF A WHITE WITNESS POST.
 MB0527
 MB0527                          STATION RECOVERY (1993)
 MB0527
 MB0527'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0527'--------REPORT BY ODOT --------YEAR 1993-------CONDITION  NOT FOUND
 MB0527' 
 MB0527'SOME DITCHING  HAS BEEN DONE AND POWER POLES RELOCATED, BELIEVED
 MB0527'DESTROYED.
 MB0527
 MB0527                          STATION RECOVERY (2006)
 MB0527
 MB0527'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0525 ***********************************************************************
 MB0525  DESIGNATION -  BRACEVILLE RM 1
 MB0525  PID         -  MB0525
 MB0525  STATE/COUNTY-  OH/TRUMBULL
 MB0525  USGS QUAD   -  NEWTON FALLS (1994)
 MB0525
 MB0525                         *CURRENT SURVEY CONTROL
 MB0525  ___________________________________________________________________
 MB0525* NAD 83(1986)-  41 14 13.     (N)    080 58 35.     (W)     SCALED    
 MB0525* NAVD 88     -       316.420  (meters)    1038.12   (feet)  ADJUSTED  
 MB0525  ___________________________________________________________________
 MB0525  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB0525  DYNAMIC HT  -         316.284 (meters)    1037.68  (feet)  COMP
 MB0525  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 MB0525
 MB0525  VERT ORDER  -  SECOND    CLASS 0
 MB0525
 MB0525.The horizontal coordinates were scaled from a topographic map and have
 MB0525.an estimated accuracy of +/- 6 seconds.
 MB0525
 MB0525.The orthometric height was determined by differential leveling
 MB0525.and adjusted by the National Geodetic Survey in June 1991..
 MB0525
 MB0525.The geoid height was determined by GEOID03.
 MB0525
 MB0525.The dynamic height is computed by dividing the NAVD 88
 MB0525.geopotential number by the normal gravity value computed on the
 MB0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0525.degrees latitude (g = 980.6199 gals.).
 MB0525
 MB0525.The modeled gravity was interpolated from observed gravity values.
 MB0525
 MB0525;                    North         East    Units  Estimated Accuracy
 MB0525;SPC OH N     -   175,490.      727,720.      MT  (+/- 180 meters Scaled)
 MB0525
 MB0525                          SUPERSEDED SURVEY CONTROL
 MB0525
 MB0525  NGVD 29 (??/??/92)  316.584  (m)         1038.66   (f) ADJ UNCH    2 0
 MB0525
 MB0525.Superseded values are not recommended for survey control.
 MB0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0525.See file dsdata.txt to determine how the superseded data were derived.
 MB0525
 MB0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF019650(NAD 83)
 MB0525_MARKER: DR = REFERENCE MARK DISK
 MB0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0525_STAMPING: BRACEVILLE NO 1 1950
 MB0525_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0525+STABILITY: SURFACE MOTION
 MB0525
 MB0525  HISTORY     - Date     Condition        Report By
 MB0525  HISTORY     - 1950     MONUMENTED       CGS
 MB0525  HISTORY     - 19930902 GOOD             OHDT
 MB0525  HISTORY     - 20060707 MARK NOT FOUND   GEOCAC
 MB0525
 MB0525                          STATION DESCRIPTION
 MB0525
 MB0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0525'1.3 MI NW FROM BRACEVILLE.
 MB0525'ABOUT 1.3 MILES NORTHWEST ALONG STATE HIGHWAY 82 FROM THE ERIE
 MB0525'RAILROAD CROSSING AT BRACEVILLE, AT THE JUNCTION OF HIGHWAYS 82,
 MB0525'303 AND 534.  IT IS 32 FEET NORTH OF THE CENTER LINE OF THE
 MB0525'DRIVEWAY LEADING TO THE RESIDENCE OF C.H. WERNER, 49 FEET NORTH
 MB0525'OF THE NORTHWEST CORNER OF A GARAGE, 26 FEET EAST OF NORTHEAST
 MB0525'CORNER OF A TOOL SHED.  A STANDARD REFERENCE MARK SET IN THE
 MB0525'TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 MB0525
 MB0525                          STATION RECOVERY (1993)
 MB0525
 MB0525'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0525'-------REPORT BY ODOT--------YEAR 1993-------CONDITION ---GOOD
 MB0525' 
 MB0525'REF. MARK NO. 1 IS 2' SW OF A 36" WALNUT TREE, 26.5' EAST OF NORTHEAST
 MB0525'CORNER OF SHED, 123.42' NE OF STATION.
 MB0525
 MB0525                          STATION RECOVERY (2006)
 MB0525
 MB0525'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0525'THERE HAS BEEN EXTENSIVE REGRADING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0526 ***********************************************************************
 MB0526  DESIGNATION -  BRACEVILLE RM 2
 MB0526  PID         -  MB0526
 MB0526  STATE/COUNTY-  OH/TRUMBULL
 MB0526  USGS QUAD   -  NEWTON FALLS (1994)
 MB0526
 MB0526                         *CURRENT SURVEY CONTROL
 MB0526  ___________________________________________________________________
 MB0526* NAD 83(1986)-  41 14 13.     (N)    080 58 35.     (W)     SCALED    
 MB0526* NAVD 88     -       315.967  (meters)    1036.64   (feet)  ADJUSTED  
 MB0526  ___________________________________________________________________
 MB0526  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB0526  DYNAMIC HT  -         315.831 (meters)    1036.19  (feet)  COMP
 MB0526  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 MB0526
 MB0526  VERT ORDER  -  SECOND    CLASS 0
 MB0526
 MB0526.The horizontal coordinates were scaled from a topographic map and have
 MB0526.an estimated accuracy of +/- 6 seconds.
 MB0526
 MB0526.The orthometric height was determined by differential leveling
 MB0526.and adjusted by the National Geodetic Survey in June 1991..
 MB0526
 MB0526.The geoid height was determined by GEOID03.
 MB0526
 MB0526.The dynamic height is computed by dividing the NAVD 88
 MB0526.geopotential number by the normal gravity value computed on the
 MB0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0526.degrees latitude (g = 980.6199 gals.).
 MB0526
 MB0526.The modeled gravity was interpolated from observed gravity values.
 MB0526
 MB0526;                    North         East    Units  Estimated Accuracy
 MB0526;SPC OH N     -   175,490.      727,720.      MT  (+/- 180 meters Scaled)
 MB0526
 MB0526                          SUPERSEDED SURVEY CONTROL
 MB0526
 MB0526  NGVD 29 (??/??/92)  316.131  (m)         1037.17   (f) ADJ UNCH    2 0
 MB0526
 MB0526.Superseded values are not recommended for survey control.
 MB0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0526.See file dsdata.txt to determine how the superseded data were derived.
 MB0526
 MB0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF019650(NAD 83)
 MB0526_MARKER: DR = REFERENCE MARK DISK
 MB0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0526_STAMPING: BRACEVILLE NO 2 1950
 MB0526_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0526+STABILITY: SURFACE MOTION
 MB0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0526+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 MB0526
 MB0526  HISTORY     - Date     Condition        Report By
 MB0526  HISTORY     - 1950     MONUMENTED       CGS
 MB0526  HISTORY     - 19930902 GOOD             OHDT
 MB0526  HISTORY     - 20060707 GOOD             GEOCAC
 MB0526
 MB0526                          STATION DESCRIPTION
 MB0526
 MB0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0526'1.3 MI NW FROM BRACEVILLE.
 MB0526'ABOUT 1.3 MILES NORTHWEST ALONG STATE HIGHWAY 82 FROM THE ERIE
 MB0526'RAILROAD CROSSING AT BRACEVILLE, AT THE JUNCTION OF HIGHWAYS
 MB0526'82, 303 AND 534.  IT IS 25 FEET SOUTH OF THE CENTERLINE OF
 MB0526'HIGHWAY 82, 21 FEET WEST OF THE CENTERLINE OF A DRIVEWAY LEADING
 MB0526'SOUTH AND 19 FEET EAST OF A POWER POLE.  A STANDARD REFERENCE
 MB0526'MARK DISK SET IN THE TOP OF A CONCRETE POST, SET FLUSH WITH THE
 MB0526'GROUND.
 MB0526
 MB0526                          STATION RECOVERY (1993)
 MB0526
 MB0526'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0526'-------REPORT BY ODOT---------YEAR 1993-------CONDITION GOOD
 MB0526' 
 MB0526'REF. MARK NO. 2 IS 24.5' SOUTH OF CENTERLINE OF S.R. 82, 9.5' EAST OF
 MB0526'24" WALNUT TREE, 22.5' EAST OF POWER POLE, 4.5' NORTH OF GUIDE WIRE
 MB0526'FOR POLE, 1' NORTH OF ORANGE WITNESS MARKER.
 MB0526
 MB0526                          STATION RECOVERY (2006)
 MB0526
 MB0526'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2293 ***********************************************************************
 LA2293  DESIGNATION -  BRADFORD MUNICIPAL TANK
 LA2293  PID         -  LA2293
 LA2293  STATE/COUNTY-  OH/DARKE
 LA2293  USGS QUAD   -  VERSAILLES (1973)
 LA2293
 LA2293                         *CURRENT SURVEY CONTROL
 LA2293  ___________________________________________________________________
 LA2293* NAD 83(1995)-  40 07 52.88185(N)    084 25 53.28735(W)     ADJUSTED  
 LA2293* NAVD 88     -                                                        
 LA2293  ___________________________________________________________________
 LA2293  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 LA2293  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LA2293
 LA2293  HORZ ORDER  -  THIRD
 LA2293
 LA2293.The horizontal coordinates were established by classical geodetic methods
 LA2293.and adjusted by the National Geodetic Survey in April 1998..
 LA2293
 LA2293
 LA2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2293
 LA2293.The geoid height was determined by GEOID03.
 LA2293
 LA2293;                    North         East     Units Scale Factor Converg.
 LA2293;SPC OH S     -   238,378.818   435,390.030   MT  1.00002087   -1 13 32.0
 LA2293;SPC OH N     -    53,426.237   435,382.592   MT  1.00007154   -1 16 08.0
 LA2293;UTM  16      - 4,445,499.418   718,840.916   MT  1.00018959   +1 39 22.3
 LA2293
 LA2293                          SUPERSEDED SURVEY CONTROL
 LA2293
 LA2293  NAD 83(1986)-  40 07 52.88874(N)    084 25 53.29828(W) AD(       ) 4
 LA2293  NAD 27      -  40 07 52.71100(N)    084 25 53.48300(W) AD(       ) 3
 LA2293
 LA2293.Superseded values are not recommended for survey control.
 LA2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2293.See file dsdata.txt to determine how the superseded data were derived.
 LA2293
 LA2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK1884145499(NAD 83)
 LA2293_MARKER: 51 = TANK
 LA2293
 LA2293  HISTORY     - Date     Condition        Report By
 LA2293  HISTORY     - 1933     FIRST OBSERVED   CGS
 LA2293
 LA2293                          STATION DESCRIPTION
 LA2293
 LA2293'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2294 ***********************************************************************
 LA2294  DESIGNATION -  BRADFORD PA RR POWERHOUSE STK
 LA2294  PID         -  LA2294
 LA2294  STATE/COUNTY-  OH/MIAMI
 LA2294  USGS QUAD   -  VERSAILLES (1973)
 LA2294
 LA2294                         *CURRENT SURVEY CONTROL
 LA2294  ___________________________________________________________________
 LA2294* NAD 83(1995)-  40 07 46.64481(N)    084 25 34.14842(W)     ADJUSTED  
 LA2294* NAVD 88     -                                                        
 LA2294  ___________________________________________________________________
 LA2294  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 LA2294  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LA2294
 LA2294  HORZ ORDER  -  THIRD
 LA2294
 LA2294.The horizontal coordinates were established by classical geodetic methods
 LA2294.and adjusted by the National Geodetic Survey in April 1998..
 LA2294
 LA2294
 LA2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2294
 LA2294.The geoid height was determined by GEOID03.
 LA2294
 LA2294;                    North         East     Units Scale Factor Converg.
 LA2294;SPC OH S     -   238,176.806   435,838.947   MT  1.00002047   -1 13 19.9
 LA2294;SPC OH N     -    53,223.876   435,831.379   MT  1.00007203   -1 15 55.4
 LA2294;UTM  16      - 4,445,320.201   719,299.499   MT  1.00019207   +1 39 34.4
 LA2294
 LA2294                          SUPERSEDED SURVEY CONTROL
 LA2294
 LA2294  NAD 83(1986)-  40 07 46.65167(N)    084 25 34.15924(W) AD(       ) 4
 LA2294  NAD 27      -  40 07 46.47400(N)    084 25 34.34400(W) AD(       ) 3
 LA2294
 LA2294.Superseded values are not recommended for survey control.
 LA2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2294.See file dsdata.txt to determine how the superseded data were derived.
 LA2294
 LA2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK1929945320(NAD 83)
 LA2294_MARKER: 63 = STACK
 LA2294
 LA2294  HISTORY     - Date     Condition        Report By
 LA2294  HISTORY     - 1933     FIRST OBSERVED   CGS
 LA2294
 LA2294                          STATION DESCRIPTION
 LA2294
 LA2294'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1777 ***********************************************************************
 KZ1777  DESIGNATION -  BRAEN
 KZ1777  PID         -  KZ1777
 KZ1777  STATE/COUNTY-  OH/RICHLAND
 KZ1777  USGS QUAD   -  JELLOWAY (1982)
 KZ1777
 KZ1777                         *CURRENT SURVEY CONTROL
 KZ1777  ___________________________________________________________________
 KZ1777* NAD 83(1995)-  40 37 22.55607(N)    082 22 01.29894(W)     ADJUSTED  
 KZ1777* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 KZ1777  ___________________________________________________________________
 KZ1777  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 KZ1777  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KZ1777
 KZ1777  HORZ ORDER  -  SECOND
 KZ1777
 KZ1777.The horizontal coordinates were established by classical geodetic methods
 KZ1777.and adjusted by the National Geodetic Survey in April 1998..
 KZ1777
 KZ1777.The orthometric height was scaled from a topographic map.
 KZ1777
 KZ1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1777
 KZ1777.The geoid height was determined by GEOID03.
 KZ1777
 KZ1777;                    North         East     Units Scale Factor Converg.
 KZ1777;SPC OH N     -   106,198.247   611,250.829   MT  0.99996909   +0 05 14.5
 KZ1777;UTM  17      - 4,497,798.485   384,376.504   MT  0.99976455   -0 53 24.5
 KZ1777
 KZ1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1777!SPC OH N     -   0.99994081  x   0.99996909  =   0.99990990
 KZ1777!UTM  17      -   0.99994081  x   0.99976455  =   0.99970537
 KZ1777
 KZ1777|---------------------------------------------------------------------|
 KZ1777| PID    Reference Object                     Distance      Geod. Az  |
 KZ1777|                                                           dddmmss.s |
 KZ1777| CE5784 BRAEN RM 1                           27.149 METERS 09304     |
 KZ1777| KZ1776 LOUDONVILLE MOHICAN ST FOR LOT      APPROX. 5.7 KM 1105717.5 |
 KZ1777| CE5785 BRAEN RM 2                           22.821 METERS 19150     |
 KZ1777| CE5783 BRAEN AZ MK                                        2252844.4 |
 KZ1777|---------------------------------------------------------------------|
 KZ1777
 KZ1777                          SUPERSEDED SURVEY CONTROL
 KZ1777
 KZ1777  NAD 83(1986)-  40 37 22.56018(N)    082 22 01.30175(W) AD(       ) 2
 KZ1777  NAD 27      -  40 37 22.34444(N)    082 22 01.72871(W) AD(       ) 2
 KZ1777
 KZ1777.Superseded values are not recommended for survey control.
 KZ1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1777.See file dsdata.txt to determine how the superseded data were derived.
 KZ1777
 KZ1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8437797798(NAD 83)
 KZ1777_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1777
 KZ1777  HISTORY     - Date     Condition        Report By
 KZ1777  HISTORY     - 1959     MONUMENTED       CGS
 KZ1777  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 KZ1777
 KZ1777                          STATION DESCRIPTION
 KZ1777
 KZ1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1777'THE STATION IS ABOUT 7 MILES WEST OF LOUDONVILLE, 4 MILES NORTHEAST
 KZ1777'OF BUTLER, 4 MILES SOUTHWEST
 KZ1777'OF PERRYSVILLE, IN WORTHINGTON TOWNSHIP, IN SECTION 11, T-21-N,
 KZ1777'R-17-W, AND ON PROPERTY OF MR.
 KZ1777'GEORGE D. BRAEN.
 KZ1777'
 KZ1777'TO REACH THE STATION FROM THE INTERSECTION OF THIRD AND BRIDGE
 KZ1777'STREETS IN PERRYSVILLE, GO
 KZ1777'SOUTHWEST ON STATE HIGHWAY 95 FOR 4.5 MILES TO A SIDE ROAD ON THE
 KZ1777'LEFT AT THE NEWVILLE
 KZ1777'METHODIST CHURCH.  TURN LEFT AND GO EAST ON THE BLACKTOP ROAD 0.3
 KZ1777'MILE TO COLE ROAD, A GRAVELED SIDE
 KZ1777'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST 0.85 MILE
 KZ1777'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 KZ1777'ON COLE ROAD 0.3 MILE TO THE JUNCTION OF
 KZ1777'BARRON ROAD.  TURN LEFT AND GO NORTH ON BARRON ROAD 0.45 MILE
 KZ1777'TO THE TOP OF GRADE AND THE
 KZ1777'STATION ON THE RIGHT.
 KZ1777'
 KZ1777'STATION MARKS ARE STANDARD DISKS STAMPED BRAEN 1959.  THE SURFACE
 KZ1777'DISK IS SET IN A SQUARE
 KZ1777'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 32 FEET EAST OF THE
 KZ1777'CENTERLINE OF BARRON ROAD, 32 FEET
 KZ1777'NORTHEAST OF A FIELD ENTRANCE, 23 FEET WEST OF A TRIANGULAR
 KZ1777'BLAZE ON AN 8-INCH WILD CHERRY TREE, AND
 KZ1777'17 FEET EAST OF THE FENCELINE.  A STANDARD METAL
 KZ1777'WITNESS POST WAS SET 3.6 FEET NORTHWEST OF THE MARK.  THE
 KZ1777'UNDERGROUND DISK IS SET IN AN
 KZ1777'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1777'
 KZ1777'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRAEN NO 1 1959, IS SET
 KZ1777'IN A SQUARE CONCRETE POST
 KZ1777'WHICH PROJECTS 3 INCHES.  IT IS AT THE NORTH EDGE OF A CULTIVATED
 KZ1777'FIELD, AND 4 FEET WEST OF A 4-INCH
 KZ1777'MAPLE TREE.
 KZ1777'
 KZ1777'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRAEN NO 2 1959, IS SET
 KZ1777'IN A SQUARE CONCRETE POST
 KZ1777'WHICH PROJECTS 1 INCH.  IT IS 46 FEET SOUTH OF THE CENTER OF THE
 KZ1777'FIELD ENTRANCE, 14 FEET EAST OF
 KZ1777'THE CENTERLINE OF BARRON ROAD, AND 1 FOOT EAST OF THE
 KZ1777'FENCELINE.
 KZ1777'
 KZ1777'AZIMUTH MARK, A STANDARD DISK STAMPED BRAEN 1959, IS SET IN A SQUARE
 KZ1777'CONCRETE POST WHICH
 KZ1777'PROJECTS 3 INCHES.  IT IS 20 FEET WEST OF THE CENTERLINE OF COLE
 KZ1777'ROAD, 12-1/2 FEET NORTH OF THE CENTER
 KZ1777'OF A GATE AT THE ENTRANCE TO A PICNIC AREA, AND 1 FOOT EAST
 KZ1777'OF A RAIL FENCE.  A STANDARD METAL WITNESS
 KZ1777'POST WAS SET 3 FEET NORTH OF THE MARK.
 KZ1777'
 KZ1777'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KZ1777
 KZ1777                          STATION RECOVERY (1971)
 KZ1777
 KZ1777'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1777'BRAEN 1959 FOUND IN GOOD CONDITION - SET WITNESS POST 1 FOOT EAST.
 KZ1777'
 KZ1777'BRAEN NO. 1-1959 FOUND IN GOOD CONDITION - NO WITNESS.
 KZ1777'
 KZ1777'BRAEN NO. 2-1959 FOUND IN GOOD CONDITION - NO WITNESS.
 KZ1777'
 KZ1777'AZIMUTH BRAEN 1959 FOUND IN GOOD CONDITION - HAS WITNESS.
 KZ1777'
 KZ1777'BLACK TOP ROAD IS PLEASANT HILL ROAD.  THERE IS NO CHURCH NOW.
 KZ1777'
 KZ1777'DISTANCE AND DIRECTION FROM NEAREST TOWN - 4 MILES PLUS/MINUS NE OF
 KZ1777'BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3015 ***********************************************************************
 JZ3015  DESIGNATION -  BRANCH
 JZ3015  PID         -  JZ3015
 JZ3015  STATE/COUNTY-  OH/MONTGOMERY
 JZ3015  USGS QUAD   -  TROTWOOD (1992)
 JZ3015
 JZ3015                         *CURRENT SURVEY CONTROL
 JZ3015  ___________________________________________________________________
 JZ3015* NAD 83(1995)-  39 49 52.83079(N)    084 17 42.76581(W)     ADJUSTED  
 JZ3015* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 JZ3015  ___________________________________________________________________
 JZ3015  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 JZ3015  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JZ3015
 JZ3015  HORZ ORDER  -  FIRST
 JZ3015
 JZ3015.The horizontal coordinates were established by classical geodetic methods
 JZ3015.and adjusted by the National Geodetic Survey in April 1998..
 JZ3015
 JZ3015.The orthometric height was scaled from a topographic map.
 JZ3015
 JZ3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3015
 JZ3015.The geoid height was determined by GEOID03.
 JZ3015
 JZ3015;                    North         East     Units Scale Factor Converg.
 JZ3015;SPC OH S     -   204,834.204   446,338.673   MT  0.99996628   -1 08 20.8
 JZ3015;UTM  16      - 4,412,538.974   731,462.455   MT  1.00025962   +1 43 59.8
 JZ3015
 JZ3015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3015!SPC OH S     -   0.99996318  x   0.99996628  =   0.99992946
 JZ3015!UTM  16      -   0.99996318  x   1.00025962  =   1.00022279
 JZ3015
 JZ3015|---------------------------------------------------------------------|
 JZ3015| PID    Reference Object                     Distance      Geod. Az  |
 JZ3015|                                                           dddmmss.s |
 JZ3015| JZ3032 HENNIG                              379.756 METERS 15142     |
 JZ3015|---------------------------------------------------------------------|
 JZ3015
 JZ3015                          SUPERSEDED SURVEY CONTROL
 JZ3015
 JZ3015  NAD 83(1986)-  39 49 52.84341(N)    084 17 42.77623(W) AD(       ) 1
 JZ3015  NAD 27      -  39 49 52.63800(N)    084 17 42.96900(W) AD(       ) 1
 JZ3015
 JZ3015.Superseded values are not recommended for survey control.
 JZ3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3015.See file dsdata.txt to determine how the superseded data were derived.
 JZ3015
 JZ3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3146212539(NAD 83)
 JZ3015_MARKER: DS = TRIANGULATION STATION DISK
 JZ3015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3015_MARK LOGO: CGS   
 JZ3015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3015+STABILITY: SURFACE MOTION
 JZ3015
 JZ3015  HISTORY     - Date     Condition        Report By
 JZ3015  HISTORY     - 1927     MONUMENTED       CGS
 JZ3015  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ3015
 JZ3015                          STATION DESCRIPTION
 JZ3015
 JZ3015'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3015'STATION IS ABOUT 3-1/2 MILES NW OF THE TOWN OF FORT MCKINLEY AND
 JZ3015'ABOUT 1/4 MILE SE OF TAYLORSBURG, ABOUT 150 FEET SE OF CONCRETE
 JZ3015'BRIDGE, 5.1 METERS (16.8 FEET) NE OF A FENCE CORNER AND 7.5 METERS
 JZ3015'(24.7 FEET) NE OF THE CENTER LINE OF THE SALEM PIKE.
 JZ3015'
 JZ3015'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3015'
 JZ3015'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 JZ3015
 JZ3015                          STATION RECOVERY (1967)
 JZ3015
 JZ3015'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ3015'STA. LOST OR INACESSABLE DUE TO NEW HIGHWAY CONST. BRIDGE AND FENCE
 JZ3015'CORNER MENTIONED IN DESCRIPTION NO LONGER EXIST.  OLD PAVEMENT
 JZ3015'REMAINS UNABLE TO LOCATE ACCURATELY ENOUGH TO WARRANT DIGGING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2900 ***********************************************************************
 JZ2900  DESIGNATION -  BRANDT
 JZ2900  PID         -  JZ2900
 JZ2900  STATE/COUNTY-  OH/MIAMI
 JZ2900  USGS QUAD   -  NEW CARLISLE (1984)
 JZ2900
 JZ2900                         *CURRENT SURVEY CONTROL
 JZ2900  ___________________________________________________________________
 JZ2900* NAD 83(1995)-  39 53 50.90487(N)    084 05 38.87983(W)     ADJUSTED  
 JZ2900* NAVD 88     -       306.77   (+/-2cm)    1006.5    (feet)  VERTCON   
 JZ2900  ___________________________________________________________________
 JZ2900  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JZ2900  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JZ2900
 JZ2900  HORZ ORDER  -  FIRST
 JZ2900  VERT ORDER  -  THIRD ? (See Below)
 JZ2900
 JZ2900.The horizontal coordinates were established by classical geodetic methods
 JZ2900.and adjusted by the National Geodetic Survey in April 1998..
 JZ2900
 JZ2900.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2900.The vertical order pertains to the NGVD 29 superseded value.
 JZ2900
 JZ2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2900
 JZ2900.The geoid height was determined by GEOID03.
 JZ2900
 JZ2900;                    North         East     Units Scale Factor Converg.
 JZ2900;SPC OH S     -   211,852.564   463,677.797   MT  0.99997595   -1 00 41.4
 JZ2900;UTM  16      - 4,420,420.643   748,433.565   MT  1.00035989   +1 51 53.4
 JZ2900
 JZ2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2900!SPC OH S     -   0.99995706  x   0.99997595  =   0.99993301
 JZ2900!UTM  16      -   0.99995706  x   1.00035989  =   1.00031694
 JZ2900
 JZ2900:                Primary Azimuth Mark                     Grid Az
 JZ2900:SPC OH S     -  NEW CARLISLE MUNICIPAL TANK              054 26 25.9
 JZ2900:UTM  16      -  NEW CARLISLE MUNICIPAL TANK              051 33 51.1
 JZ2900
 JZ2900|---------------------------------------------------------------------|
 JZ2900| PID    Reference Object                     Distance      Geod. Az  |
 JZ2900|                                                           dddmmss.s |
 JZ2900| JZ2899 NEW CARLISLE MUNICIPAL TANK         APPROX. 7.1 KM 0532544.5 |
 JZ2900| JZ2905 OSBORN MUNICIPAL TANK               APPROX.10.9 KM 1441850.5 |
 JZ2900| JZ2915 FAIRFIELD MUNICIPAL TANK            APPROX.10.0 KM 1454900.4 |
 JZ2900| CC7871 BRANDT RM 2                          28.776 METERS 21753     |
 JZ2900| CC7869 BRANDT AZ MK                                       2200248.3 |
 JZ2900| JZ2941 VANDALIA LARGER MUNICIPAL TANK      APPROX. 8.8 KM 2631356.8 |
 JZ2900| JZ2930 VANDALIA A T A WATER TANK           APPROX. 9.8 KM 2654559.9 |
 JZ2900| CC7870 BRANDT RM 1                          30.730 METERS 27857     |
 JZ2900|---------------------------------------------------------------------|
 JZ2900
 JZ2900                          SUPERSEDED SURVEY CONTROL
 JZ2900
 JZ2900  NAD 83(1986)-  39 53 50.91346(N)    084 05 38.88450(W) AD(       ) 1
 JZ2900  NAD 27      -  39 53 50.71200(N)    084 05 39.10100(W) AD(       ) 1
 JZ2900  NGVD 29 (07/19/86)  306.97   (m)         1007.1    (f) LEVELING    3  
 JZ2900
 JZ2900.Superseded values are not recommended for survey control.
 JZ2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2900.See file dsdata.txt to determine how the superseded data were derived.
 JZ2900
 JZ2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4843420421(NAD 83)
 JZ2900_MARKER: DS = TRIANGULATION STATION DISK
 JZ2900_SETTING: 0 = UNSPECIFIED SETTING
 JZ2900
 JZ2900  HISTORY     - Date     Condition        Report By
 JZ2900  HISTORY     - 1945     MONUMENTED       CGS
 JZ2900  HISTORY     - 1967     GOOD             OH2090
 JZ2900
 JZ2900                          STATION DESCRIPTION
 JZ2900
 JZ2900'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (WJC)
 JZ2900'STATION IS LOCATED ABOUT 0.4 MILE S OF THE JUNCTION OF U.S. HIGHWAY
 JZ2900'40 AND STATE HIGHWAY 201 IN THE VILLAGE OF BRANDT.  THE MARK IS
 JZ2900'LOCATED AT THE S EDGE OF BRANDT, ON PROPERTY OWNED BY JOEL BARNHARDT.
 JZ2900'THE MARK IS SITUATED IN A PASTURE FIELD, ABOUT 100 YARDS SW OF
 JZ2900'THE TENANT HOUSE, IN A V-SHAPED FENCE CORNER, AT THE INTERSECTION OF
 JZ2900'A GRAVELED ROAD LEADING E FROM HIGHWAY 201, 11 FEET SE OF THE
 JZ2900'E RIGHT-OF-WAY FENCE OF HIGHWAY 201, AND 9 FEET N OF THE N
 JZ2900'RIGHT-OF-WAY FENCE OF THE GRAVELED ROAD.
 JZ2900'
 JZ2900'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED BRANDT
 JZ2900'1945, AND IS FLUSH WITH THE SURFACE OF THE GROUND.  UNDERGROUND
 JZ2900'MARK IS A BRONZE STATION DISK IN CONCRETE.
 JZ2900'
 JZ2900'REFERENCE MARK 1 IS 100.82 FEET E OF THE STATION IN THE FENCE LINE.
 JZ2900'IT IS A BRONZE REFERENCE DISK, STAMPED BRANDT NO 1 1945, AND IS
 JZ2900'FLUSH WITH THE SURFACE OF THE GROUND.
 JZ2900'
 JZ2900'REFERENCE MARK 2 IS 94.41 FEET NNE OF THE STATION IN THE FENCE LINE.
 JZ2900'IT IS A BRONZE REFERENCE DISK, STAMPED BRANDT NO 2 1945, AND IS
 JZ2900'FLUSH WITH THE SURFACE OF THE GROUND.
 JZ2900'
 JZ2900'THE REFERENCE MARKS ARE SET IN CONCRETE.
 JZ2900'
 JZ2900'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SW OF THE STATION, ON THE
 JZ2900'W SIDE OF STATE HIGHWAY 201, 35 FEET N OF A TELEPHONE POLE, 26
 JZ2900'FEET W OF THE APPROXIMATE CENTER OF THE HIGHWAY, AND 4.5 FEET NE OF A
 JZ2900'6-INCH THORN TREE.  IT IS A BRONZE AZIMUTH DISK IN CONCRETE,
 JZ2900'STAMPED BRANDT 1945, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JZ2900'
 JZ2900'TO REACH THE STATION FROM THE W JUNCTION OF STATE HIGHWAY 201 WITH
 JZ2900'U.S. HIGHWAY 40, GO S ON HIGHWAY 201 FOR 0.4 MILE TO THE STATION ON
 JZ2900'THE LEFT AS DESCRIBED.  CONTINUE S ON HIGHWAY 201 FOR 0.25 MILE TO
 JZ2900'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 JZ2900'
 JZ2900'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JZ2900
 JZ2900                          STATION RECOVERY (1967)
 JZ2900
 JZ2900'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ2900'BRANDT 1945 GOOD- FOUND STATION AND REFERENCE MARKS.
 JZ2900'STATION NOW
 JZ2900'LOCATED UNDER ROAD PAVEMENT.  UNABLE TO LOCATE AZI. MK. FROM
 JZ2900'DESCRIPTION, DID NOT SEARCH EXTENSIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1992 ***********************************************************************
 KZ1992  DESIGNATION -  BRANDY
 KZ1992  PID         -  KZ1992
 KZ1992  STATE/COUNTY-  OH/CRAWFORD
 KZ1992  USGS QUAD   -  BUCYRUS (1981)
 KZ1992
 KZ1992                         *CURRENT SURVEY CONTROL
 KZ1992  ___________________________________________________________________
 KZ1992* NAD 83(1995)-  40 50 30.99080(N)    082 58 07.92848(W)     ADJUSTED  
 KZ1992* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 KZ1992  ___________________________________________________________________
 KZ1992  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 KZ1992  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 KZ1992
 KZ1992  HORZ ORDER  -  SECOND
 KZ1992
 KZ1992.The horizontal coordinates were established by classical geodetic methods
 KZ1992.and adjusted by the National Geodetic Survey in April 1998..
 KZ1992
 KZ1992.The orthometric height was scaled from a topographic map.
 KZ1992
 KZ1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1992
 KZ1992.The geoid height was determined by GEOID03.
 KZ1992
 KZ1992;                    North         East     Units Scale Factor Converg.
 KZ1992;SPC OH N     -   130,615.649   560,459.823   MT  0.99994686   -0 18 28.9
 KZ1992;UTM  17      - 4,523,076.810   334,015.381   MT  0.99993911   -1 17 16.4
 KZ1992
 KZ1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1992!SPC OH N     -   0.99995605  x   0.99994686  =   0.99990291
 KZ1992!UTM  17      -   0.99995605  x   0.99993911  =   0.99989516
 KZ1992
 KZ1992|---------------------------------------------------------------------|
 KZ1992| PID    Reference Object                     Distance      Geod. Az  |
 KZ1992|                                                           dddmmss.s |
 KZ1992| CE5790 BRANDY RM 1                          25.676 METERS 02220     |
 KZ1992| CE5789 BRANDY AZ MK                                       1133515.7 |
 KZ1992| CE5791 BRANDY RM 2                          22.587 METERS 12941     |
 KZ1992| KZ1994 BUCYRUS TIMKEN BEARING PLT STK      APPROX. 4.4 KM 1433607.1 |
 KZ1992| KZ1984 BUCYRUS MUNICIPAL TANK              APPROX. 4.0 KM 1820041.5 |
 KZ1992|---------------------------------------------------------------------|
 KZ1992
 KZ1992                          SUPERSEDED SURVEY CONTROL
 KZ1992
 KZ1992  NAD 83(1986)-  40 50 30.99634(N)    082 58 07.94212(W) AD(       ) 2
 KZ1992  NAD 27      -  40 50 30.78901(N)    082 58 08.26921(W) AD(       ) 2
 KZ1992
 KZ1992.Superseded values are not recommended for survey control.
 KZ1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1992.See file dsdata.txt to determine how the superseded data were derived.
 KZ1992
 KZ1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3401523077(NAD 83)
 KZ1992_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1992
 KZ1992  HISTORY     - Date     Condition        Report By
 KZ1992  HISTORY     - 1959     MONUMENTED       CGS
 KZ1992  HISTORY     - 1971     GOOD             OHHD
 KZ1992
 KZ1992                          STATION DESCRIPTION
 KZ1992
 KZ1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1992'THE STATION IS ABOUT 2.25 MILES NORTH OF BUCYRUS ON THE EAST SIDE OF
 KZ1992'STATE HIGHWAY 4, IN THE CENTER
 KZ1992'OF SECTION 25, T-2-S, R-16-E, ON PROPERTY OWNED BY MR. W.E. LEUTHOLD.
 KZ1992'
 KZ1992'TO REACH THE STATION FROM THE SQUARE IN BUCYRUS, GO NORTH ON HIGHWAY
 KZ1992'4 FOR 1.85 MILES TO A
 KZ1992'HIGHWAY PATROL STATION ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY 4 FOR
 KZ1992'0.3 MILE TO A LARGE BRICK HOUSE
 KZ1992'ON THE RIGHT AT THE TOP OF A KNOLL.  TURN RIGHT INTO
 KZ1992'DRIVEWAY AND GO NORTHEAST TO A DOUBLE GARAGE
 KZ1992'WHICH IS EAST OF THE HOUSE AND THE STATION
 KZ1992'MARK WHICH IS EAST OF THE DOUBLE GARAGE.
 KZ1992'
 KZ1992'STATION MARKS ARE STANDARD DISKS STAMPED BRANDY 1959.  THE SURFACE
 KZ1992'DISK IS SET IN A SQUARE CONCRETE
 KZ1992'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 18 FEET EAST OF THE
 KZ1992'NORTHEAST CORNER OF A DOUBLE
 KZ1992'GARAGE, 26 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 KZ1992'DOUBLE GARAGE, AND 49.5 FEET SOUTH OF THE
 KZ1992'SOUTHWEST CORNER OF A SMALL MACHINERY GARAGE.
 KZ1992'A STANDARD METAL WITNESS POST WAS SET 17.2 FEET WEST OF THE
 KZ1992'MARK.  THE UNDERGROUND DISK IS
 KZ1992'SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF
 KZ1992'THE GROUND.
 KZ1992'
 KZ1992'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRANDY NO 1 1959, IS
 KZ1992'SET IN A SQUARE CONCRETE
 KZ1992'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1.5 FEET SOUTH OF
 KZ1992'THE SOUTH SIDE OF A MACHINE SHOP
 KZ1992'BUILDING, 21.5 FEET EAST OF THE NORTHEAST CORNER OF THE
 KZ1992'SMALL MACHINERY GARAGE AND 32 FEET NORTHEAST OF
 KZ1992'THE SOUTHEAST CORNER OF THE SMALL
 KZ1992'MACHINERY GARAGE.
 KZ1992'
 KZ1992'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRANDY NO 2 1959, IS
 KZ1992'SET IN A SQUARE CONCRETE
 KZ1992'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1 FOOT WEST OF A
 KZ1992'NORTH-SOUTH FENCE, 73.5 FEET EAST
 KZ1992'OF THE CENTER OF A NORTH-SOUTH METAL GATE WHICH IS
 KZ1992'SOUTH OF THE DOUBLE GARAGE AND 79.5 FEET SOUTHEAST
 KZ1992'OF THE SOUTHEAST CORNER OF THE
 KZ1992'DOUBLE GARAGE.
 KZ1992'
 KZ1992'AZIMUTH MARK, A STANDARD DISK STAMPED BRANDY 1959, IS SET IN A SQUARE
 KZ1992'CONCRETE POST WHICH
 KZ1992'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1 FOOT
 KZ1992'SOUTH OF A POWER POLE WHICH
 KZ1992'SERVES A WATER PUMP, 7.5 FEET WEST OF THE CENTER OF A METAL COVER
 KZ1992'OVER A CONCRETE HOUSING FOR THE WATER
 KZ1992'PUMP, 12 FEET EAST OF THE CENTERLINE OF A DRIVEWAY
 KZ1992'AND 34.5 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL
 KZ1992'ROAD.  A STANDARD METAL WITNESS POST
 KZ1992'WAS SET 1.3 FEET EAST OF THE MARK.
 KZ1992'
 KZ1992'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 4 FOR
 KZ1992'0.1 MILE TO A GRAVEL ROAD ON
 KZ1992'THE LEFT.  TURN LEFT AND GO EAST FOR 0.4 MILE TO THE AZIMUTH MARK ON
 KZ1992'THE RIGHT.
 KZ1992
 KZ1992                          STATION RECOVERY (1971)
 KZ1992
 KZ1992'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1992'BRANDY 1959 RECOVERED GOOD - HAS STEEL WITNESS.
 KZ1992'
 KZ1992'BRANDY NO. 1-1959 RECOVERED GOOD - IN LAWN, NO WITNESS.
 KZ1992'
 KZ1992'BRANDY NO. 2-1959 RECOVERED GOOD - IN LAWN, NO WITNESS.
 KZ1992'
 KZ1992'AZI. BRANDY 1959 RECOVERED GOOD 0 HAS STEEL WITNESS.
 KZ1992'
 KZ1992'THE DESCRIPTIONS ARE HIGHLY ACCURATE.
 KZ1992'
 KZ1992'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.25 MILES N. OF
 KZ1992'BUCYRUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1990 ***********************************************************************
 KZ1990  DESIGNATION -  BRANDYWINE
 KZ1990  PID         -  KZ1990
 KZ1990  STATE/COUNTY-  OH/CRAWFORD
 KZ1990  USGS QUAD   -  BUCYRUS (1981)
 KZ1990
 KZ1990                         *CURRENT SURVEY CONTROL
 KZ1990  ___________________________________________________________________
 KZ1990* NAD 83(1995)-  40 51 15.67825(N)    082 54 36.57342(W)     ADJUSTED  
 KZ1990* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 KZ1990  ___________________________________________________________________
 KZ1990  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 KZ1990  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 KZ1990
 KZ1990  HORZ ORDER  -  SECOND
 KZ1990
 KZ1990.The horizontal coordinates were established by classical geodetic methods
 KZ1990.and adjusted by the National Geodetic Survey in April 1998..
 KZ1990
 KZ1990.The orthometric height was scaled from a topographic map.
 KZ1990
 KZ1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1990
 KZ1990.The geoid height was determined by GEOID03.
 KZ1990
 KZ1990;                    North         East     Units Scale Factor Converg.
 KZ1990;SPC OH N     -   131,969.105   565,417.316   MT  0.99994604   -0 16 10.0
 KZ1990;UTM  17      - 4,524,345.248   338,995.212   MT  0.99991907   -1 14 59.2
 KZ1990
 KZ1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1990!SPC OH N     -   0.99995478  x   0.99994604  =   0.99990083
 KZ1990!UTM  17      -   0.99995478  x   0.99991907  =   0.99987386
 KZ1990
 KZ1990:                Primary Azimuth Mark                     Grid Az
 KZ1990:SPC OH N     -  BUCYRUS TIMKEN BEARING PLT STK           206 10 41.8
 KZ1990:UTM  17      -  BUCYRUS TIMKEN BEARING PLT STK           207 09 31.0
 KZ1990
 KZ1990|---------------------------------------------------------------------|
 KZ1990| PID    Reference Object                     Distance      Geod. Az  |
 KZ1990|                                                           dddmmss.s |
 KZ1990| KZ1994 BUCYRUS TIMKEN BEARING PLT STK      APPROX. 5.4 KM 2055431.8 |
 KZ1990| KZ1993 BUCYRUS TIMKEN BEARING PLT TK       APPROX. 5.5 KM 2072039.8 |
 KZ1990| CE5793 BRANDYWINE RM 1                      44.964 METERS 21431     |
 KZ1990| CE5792 BRANDYWINE AZ MK                                   2392857.6 |
 KZ1990| CE5794 BRANDYWINE RM 2                      28.375 METERS 30716     |
 KZ1990|---------------------------------------------------------------------|
 KZ1990
 KZ1990                          SUPERSEDED SURVEY CONTROL
 KZ1990
 KZ1990  NAD 83(1986)-  40 51 15.68381(N)    082 54 36.58696(W) AD(       ) 2
 KZ1990  NAD 27      -  40 51 15.47696(N)    082 54 36.92167(W) AD(       ) 2
 KZ1990
 KZ1990.Superseded values are not recommended for survey control.
 KZ1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1990.See file dsdata.txt to determine how the superseded data were derived.
 KZ1990
 KZ1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3899524345(NAD 83)
 KZ1990_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1990
 KZ1990  HISTORY     - Date     Condition        Report By
 KZ1990  HISTORY     - 1959     MONUMENTED       CGS
 KZ1990  HISTORY     - 1971     GOOD             OHHD
 KZ1990
 KZ1990                          STATION DESCRIPTION
 KZ1990
 KZ1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1990'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF BUCYRUS, 2-1/2 MILES
 KZ1990'SOUTHWEST OF SULPHUR SPRINGS, 2-1/4
 KZ1990'MILES SOUTHEAST OF BRANDYWINE, ON PROPERTY OWNED BY MR. JOHN LIGHT,
 KZ1990'IN SECTION 21, T 2 S, R 17 E, LIBERTY
 KZ1990'TOWNSHIP.
 KZ1990'
 KZ1990'TO REACH THE STATION FROM THE INTERSECTION OF MANSFIELD STREET AND
 KZ1990'SANDUSKY AVENUE ON THE NORTH
 KZ1990'SIDE OF THE SQUARE IN BUCYRUS, GO NORTH ON SANDUSKY AVENUE (STATE
 KZ1990'HIGHWAYS 4 AND 98) 0.4 MILE TO A
 KZ1990'SIDE ROAD ON THE RIGHT (HIGHWAY 98).  TURN RIGHT AND GO NORTHEAST
 KZ1990'ON HIGHWAY 98 FOR 4.4 MILES TO A SIDE ROAD
 KZ1990'ON THE LEFT (QUAINTANCE ROUTE NO. 81).
 KZ1990'TURN LEFT AND GO WEST ON ROUTE 81 FOR 0.05 MILE TO A DRIVEWAY
 KZ1990'ON THE RIGHT.  TURN RIGHT AND GO
 KZ1990'NORTHERLY ON THE DRIVEWAY ABOUT 100 FEET THEN EASTERLY ABOUT 100 FEET
 KZ1990'TO A BOARD GATE.  PASS THROUGH THE
 KZ1990'BOARD GATE AND GO NORTHEASTERLY ACROSS A PASTURE 0.05 MILE TO
 KZ1990'THE NORTHEAST CORNER OF THE PASTURE AND
 KZ1990'THE STATION.
 KZ1990'
 KZ1990'STATION MARKS ARE STANDARD DISKS STAMPED BRANDYWINE 1959.  THE
 KZ1990'SURFACE DISK IS SET IN A SQUARE
 KZ1990'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 29.5 FEET
 KZ1990'NORTHWEST OF A TELEPHONE POLE, 16 FEET
 KZ1990'SOUTHWEST OF THE EAST-WEST FENCELINE AND 23 FEET
 KZ1990'SOUTHEAST OF THE NORTH-SOUTH FENCELINE.  A
 KZ1990'STANDARD METAL WITNESS POST WAS SET 32 FEET
 KZ1990'NORTHEAST OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN
 KZ1990'IRREGULAR MASS OF CONCRETE 32 INCHES
 KZ1990'BELOW THE SURFACE OF THE GROUND.
 KZ1990'
 KZ1990'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRANDYWINE NO 1 1959,
 KZ1990'IS SET IN A SQUARE CONCRETE
 KZ1990'POST WHICH PROJECTS 4 INCHES.  IT IS 29.5 FEET WEST OF THE PAINTED
 KZ1990'CENTER LINE OF HIGHWAY 98, 1.5
 KZ1990'FEET NORTHEAST OF THE WEST ONE OF TWO TELEPHONE POLES
 KZ1990'AND 1 FOOT WEST OF THE NORTH-SOUTH FENCELINE.
 KZ1990'
 KZ1990'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRANDYWINE NO 2 1959,
 KZ1990'IS SET IN A SQUARE CONCRETE
 KZ1990'POST WHICH PROJECTS 6 INCHES.  IT IS 116 FEET NORTHWEST OF THE
 KZ1990'NORTH-SOUTH FENCELINE AND 1 FOOT SOUTH
 KZ1990'OF THE EAST-WEST FENCELINE.
 KZ1990'
 KZ1990'AZIMUTH MARK, A STANDARD DISK STAMPED BRANDYWINE 1959, IS SET IN A
 KZ1990'SQUARE CONCRETE POST WHICH
 KZ1990'PROJECTS 4 INCHES.  IT IS 43 FEET EAST OF THE NORTHWEST CORNER OF A
 KZ1990'CHICKEN HOUSE, 39.5 FEET SOUTH OF
 KZ1990'AN EAST-WEST FENCELINE AND 7.5 FEET WEST OF THE NORTHWEST
 KZ1990'CORNER OF THE CHICKEN HOUSE.
 KZ1990'
 KZ1990'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON HIGHWAY 98
 KZ1990'FOR 0.45 MILE TO A REVERSE
 KZ1990'Y-FORK IN THE ROAD.  TURN SHARP RIGHT AND GO NORTH ON A GRAVEL ROAD
 KZ1990'0.15 MILE TO A GRAVEL DRIVEWAY ON
 KZ1990'THE RIGHT.  TURN RIGHT AND GO EAST ON THE DRIVEWAY
 KZ1990'ABOUT 100 FEET TO THE END OF THE DRIVEWAY AND THE
 KZ1990'AZIMUTH MARK AS DESCRIBED.
 KZ1990
 KZ1990                          STATION RECOVERY (1971)
 KZ1990
 KZ1990'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1990'BRANDYWINE 1959 RECOVERED GOOD - HAS A STEEL WITNESS.
 KZ1990'
 KZ1990'BRANDYWINE NO. 1-1959 RECOVERED GOOD.
 KZ1990'
 KZ1990'BRANDYWINE NO. 2-1959 RECOVERED GOOD.
 KZ1990'
 KZ1990'AZI. BRANDYWINE 1959 RECOVERED GOOD.
 KZ1990'
 KZ1990'TO REACH STATION GO 400 FEET + OR - N. ON SR 98 FROM THE INTERSECTION
 KZ1990'AT SR 98 AND QUAINTANCE RD. NO. 81.  AMIMUTH 7.5 FEET W. OF N.E.
 KZ1990'CORNER OF CHICKEN HOUSE 1 FOOT N. OF N. SIDE OF CHICKEN HOUSE.
 KZ1990'THERE IS NO E-W FENCELINE.
 KZ1990'
 KZ1990'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES + OR - N.E. OF
 KZ1990'BUCYRUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2003 ***********************************************************************
 KZ2003  DESIGNATION -  BRAUSE
 KZ2003  PID         -  KZ2003
 KZ2003  STATE/COUNTY-  OH/CRAWFORD
 KZ2003  USGS QUAD   -  LYKENS (1960)
 KZ2003
 KZ2003                         *CURRENT SURVEY CONTROL
 KZ2003  ___________________________________________________________________
 KZ2003* NAD 83(1995)-  40 56 00.59021(N)    083 01 44.98560(W)     ADJUSTED  
 KZ2003* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 KZ2003  ___________________________________________________________________
 KZ2003  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 KZ2003  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 KZ2003
 KZ2003  HORZ ORDER  -  FIRST
 KZ2003
 KZ2003.The horizontal coordinates were established by classical geodetic methods
 KZ2003.and adjusted by the National Geodetic Survey in April 1998..
 KZ2003
 KZ2003.The orthometric height was scaled from a topographic map.
 KZ2003
 KZ2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2003
 KZ2003.The geoid height was determined by GEOID03.
 KZ2003
 KZ2003;                    North         East     Units Scale Factor Converg.
 KZ2003;SPC OH N     -   140,811.372   555,436.946   MT  0.99994187   -0 20 51.5
 KZ2003;UTM  17      - 4,533,357.086   329,167.775   MT  0.99995920   -1 19 47.3
 KZ2003
 KZ2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2003!SPC OH N     -   0.99995828  x   0.99994187  =   0.99990015
 KZ2003!UTM  17      -   0.99995828  x   0.99995920  =   0.99991748
 KZ2003
 KZ2003:                Primary Azimuth Mark                     Grid Az
 KZ2003:SPC OH N     -  BRAUSE 2 AZ MK                           110 41 27.6
 KZ2003:UTM  17      -  BRAUSE 2 AZ MK                           111 40 23.4
 KZ2003
 KZ2003|---------------------------------------------------------------------|
 KZ2003| PID    Reference Object                     Distance      Geod. Az  |
 KZ2003|                                                           dddmmss.s |
 KZ2003| KZ2004 BRAUSE 2 AZ MK                      APPROX. 1.1 KM 1102036.1 |
 KZ2003| CE5797 BRAUSE RM 3                          12.832 METERS 14553     |
 KZ2003| CE5798 BRAUSE RM 4                          20.509 METERS 22940     |
 KZ2003| CE5796 BRAUSE RM 2                          88.906 METERS 29745     |
 KZ2003| CE5795 BRAUSE RM 1                         251.591 METERS 35749     |
 KZ2003| CE5799 BRAUSE RM 5                                        3575431.0 |
 KZ2003|---------------------------------------------------------------------|
 KZ2003
 KZ2003                          SUPERSEDED SURVEY CONTROL
 KZ2003
 KZ2003  NAD 83(1986)-  40 56 00.59599(N)    083 01 44.99928(W) AD(       ) 1
 KZ2003  NAD 27      -  40 56 00.39200(N)    083 01 45.31500(W) AD(       ) 1
 KZ2003
 KZ2003.Superseded values are not recommended for survey control.
 KZ2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2003.See file dsdata.txt to determine how the superseded data were derived.
 KZ2003
 KZ2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2916833357(NAD 83)
 KZ2003_MARKER: Z = SEE DESCRIPTION
 KZ2003_SETTING: 0 = UNSPECIFIED SETTING
 KZ2003
 KZ2003  HISTORY     - Date     Condition        Report By
 KZ2003  HISTORY     - 1928     MONUMENTED       CGS
 KZ2003  HISTORY     - 1971     MARK NOT FOUND   OHHD
 KZ2003  HISTORY     - 1975     GOOD             NGS
 KZ2003  HISTORY     - 1976     GOOD             NGS
 KZ2003
 KZ2003                          STATION DESCRIPTION
 KZ2003
 KZ2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 KZ2003'ABOUT 2 MILES NORTH AND 3/4 MILE WEST OF BROKEN SWORD, 2 MILES SOUTH
 KZ2003'AND 3/4 MILE WEST OF LYKENS ON
 KZ2003'LAND OWNED BY GEORGE BRAUSE.  STATION IS IN THE
 KZ2003'NORTH PART OF A STRIP OF WOODS ABOUT
 KZ2003'300 YARDS SOUTH OF A HOUSE
 KZ2003'OWNED BY A MR. LUST.
 KZ2003'
 KZ2003'A 90-FOOT STEEL TOWER USED.
 KZ2003'
 KZ2003'MARKS STANDARD, SET IN CONCRETE.
 KZ2003'
 KZ2003'REFERENCE MARK NO. 1, (NORTH), IN FENCE CORNER, SOUTH SIDE OF
 KZ2003'COUNTY ROAD,
 KZ2003'OPPOSITE GARAGE WHICH IS SOUTHWEST OF MR. LUSTS
 KZ2003'HOUSE.
 KZ2003'
 KZ2003'REFERENCE MARK NO. 2, (WEST-NORTHWEST) ON THE NORTH SIDE OF
 KZ2003'LANE BETWEEN BARN
 KZ2003'AND GROVE OF TREES.
 KZ2003
 KZ2003                          STATION RECOVERY (1971)
 KZ2003
 KZ2003'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971
 KZ2003'STATION IS BURIED, DID NOT RECOVER.  RM 1 IS FLUSH AND 4 FEET S OF
 KZ2003'STEEL WITNESS POST AND E-W FENCE, 22.5 FEET S OF TWP RD 26, 79 FEET
 KZ2003'W OF TELEPHONE POLE AND 48 FEET S OF POWER POLE.  RECOMMEND MARK BE
 KZ2003'MOVE IN PLOWED FIELD.
 KZ2003'
 KZ2003'RM 2 IS ON NORTH SIDE OF LANE, ONE FOOT S OF E-W FENCE AND 600 FEET
 KZ2003'E OF BARN AND PROJECTING 6 INCHES.
 KZ2003
 KZ2003                          STATION RECOVERY (1975)
 KZ2003
 KZ2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KZ2003'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 KZ2003'CONDITION.  NO EFFORT WAS MADE TO MEASURE THE REFERENCE MARKS AND
 KZ2003'THE 1928 DISTANCES WERE USED.  THE DIRECTION BETWEEN THE REFERENCE
 KZ2003'MARKS CHECKED.  BOTH REFERENCE MARKS WERE IN THE WAY OF FARMING
 KZ2003'AND WERE DESTROYED AT THE REQUEST OF THE FARMER.  REFERENCE MARKS
 KZ2003'3, 4, AND 5 WERE SET.  A NEW DESCRIPTION FOLLOWS--
 KZ2003'
 KZ2003'THE STATION IS 1 FOOT NORTH OF A METAL WITNESS POST, 56 FEET
 KZ2003'NORTHEAST OF A 36 INCH MAPLE TREE, 119 FEET EAST OF A NORTH-SOUTH
 KZ2003'FENCE, 134 FEET SOUTH OF AN EAST-WEST FENCE, 24 FEET WEST OF A 10
 KZ2003'INCH WALNUT TREE AND 31 FEET NORTHWEST OF A 16 INCH WALNUT TREE.
 KZ2003'THE MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED BRAUSE
 KZ2003'1928.
 KZ2003'
 KZ2003'REFERENCE MARK 3 IS A STANDARD PRE CAST ALUMINUM MONUMENT, FLUSH
 KZ2003'WITH THE GROUND, 15 FEET SOUTH OF THE 16 INCH WALNUT TREE, 15 FEET
 KZ2003'EAST OF AN 8 INCH MAPLE TREE AND 174 FEET SOUTH OF THE EAST-WEST
 KZ2003'FENCE.
 KZ2003'
 KZ2003'REFERENCE MARK 4 IS A STANDARD PRE CAST ALUMINUM MONUMENT, PROJECTING
 KZ2003'2 INCHES, STAMPED BRAUSE 1928 NO 4 1975, 66 FEET EAST OF THE
 KZ2003'NORTH-SOUTH FENCE AND 24 FEET SOUTHWEST OF THE 36 INCH MAPLE TREE.
 KZ2003'
 KZ2003'REFERENCE MARK 5 IS 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A METAL
 KZ2003'WITNESS POST, 18 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 112 FEET
 KZ2003'WEST OF THE EXTENDED CENTERLINE OF A DRIVEWAY NORTH, A STANDARD
 KZ2003'PRE CAST ALUMINUM MONUMENT PROJECTING 2 INCHES AND STAMPED BRAUSE
 KZ2003'1928 NO 5 1975.
 KZ2003'
 KZ2003'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 100 AND 19
 KZ2003'AND COUNTY ROAD 28 AT BROKEN SWORD, GO NORTH ON HIGHWAYS 100 AND 19
 KZ2003'TO THEIR JUNCTION.  CONTINUE NORTH ON HIGHWAY 19 FOR 1.0 MILE TO
 KZ2003'COUNTY RD. 26.  TURN LEFT AND GO WEST ON RD. 26 FOR 0.7 MILE TO
 KZ2003'REFERENCE MARK 5 ON THE LEFT, AND THE STATION SOUTH ABOUT 800
 KZ2003'FEET NEAR THE NORTH AND WEST EDGE OF A WOODED PASTURE.
 KZ2003'
 KZ2003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 KZ2003'NORTHWEST OF BROKEN SWORD.
 KZ2003'
 KZ2003'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KZ2003
 KZ2003                          STATION RECOVERY (1976)
 KZ2003
 KZ2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KZ2003'THE STATION MARK AND AZIMUTH MARK 1975 WERE FOUND IN GOOD
 KZ2003'CONDITION.  REFERENCE MARKS 3 AND 4 WERE FOUND DESTROYED BY
 KZ2003'GRADING.  THE ENTIRE AREA IS NOW CLEARED AND UNDER CULTIVATION.
 KZ2003'THE STATION MARK WAS LEFT INTACT BUT WILL PROBABLY BE DESTROYED BY
 KZ2003'FARMING.  THE AZIMUTH MARK 1975 WAS IN THE WAY OF A FIELD
 KZ2003'ENTRANCE AND WAS DESTROYED.  A NEW STATION BRAUSE 2 1976 WAS
 KZ2003'ESTABLISHED.
 KZ2003'
 KZ2003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 KZ2003'NORTHWEST OF BROKEN SWORD.
 KZ2003'
 KZ2003'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2005 ***********************************************************************
 KZ2005  DESIGNATION -  BRAUSE 2
 KZ2005  PID         -  KZ2005
 KZ2005  STATE/COUNTY-  OH/CRAWFORD
 KZ2005  USGS QUAD   -  LYKENS (1960)
 KZ2005
 KZ2005                         *CURRENT SURVEY CONTROL
 KZ2005  ___________________________________________________________________
 KZ2005* NAD 83(1995)-  40 56 01.63552(N)    083 00 59.81639(W)     ADJUSTED  
 KZ2005* NAVD 88     -       298.     (meters)     978.     (feet)  SCALED    
 KZ2005  ___________________________________________________________________
 KZ2005  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 KZ2005  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 KZ2005
 KZ2005  HORZ ORDER  -  SECOND
 KZ2005
 KZ2005.The horizontal coordinates were established by classical geodetic methods
 KZ2005.and adjusted by the National Geodetic Survey in April 1998..
 KZ2005.No horizontal observational check was made to the station.
 KZ2005
 KZ2005.The orthometric height was scaled from a topographic map.
 KZ2005
 KZ2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2005
 KZ2005.The geoid height was determined by GEOID03.
 KZ2005
 KZ2005;                    North         East     Units Scale Factor Converg.
 KZ2005;SPC OH N     -   140,837.280   556,493.762   MT  0.99994186   -0 20 21.8
 KZ2005;UTM  17      - 4,533,364.875   330,224.896   MT  0.99995477   -1 19 17.7
 KZ2005
 KZ2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2005!SPC OH N     -   0.99995875  x   0.99994186  =   0.99990061
 KZ2005!UTM  17      -   0.99995875  x   0.99995477  =   0.99991352
 KZ2005
 KZ2005|---------------------------------------------------------------------|
 KZ2005| PID    Reference Object                     Distance      Geod. Az  |
 KZ2005|                                                           dddmmss.s |
 KZ2005| CE5800 BRAUSE 2 RM 6                         7.360 METERS 00259     |
 KZ2005| KZ2004 BRAUSE 2 AZ MK                      429.477 METERS 1780934.4 |
 KZ2005| CE5801 BRAUSE 2 RM 7                         7.033 METERS 17907     |
 KZ2005|---------------------------------------------------------------------|
 KZ2005
 KZ2005                          SUPERSEDED SURVEY CONTROL
 KZ2005
 KZ2005  NAD 83(1986)-  40 56 01.64119(N)    083 00 59.83008(W) AD(       ) 2
 KZ2005  NAD 27      -  40 56 01.43711(N)    083 01 00.14725(W) AD(       ) 2
 KZ2005
 KZ2005.Superseded values are not recommended for survey control.
 KZ2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2005.See file dsdata.txt to determine how the superseded data were derived.
 KZ2005
 KZ2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3022533365(NAD 83)
 KZ2005_MARKER: DS = TRIANGULATION STATION DISK
 KZ2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2005_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ2005
 KZ2005  HISTORY     - Date     Condition        Report By
 KZ2005  HISTORY     - 1976     MONUMENTED       NGS
 KZ2005
 KZ2005                          STATION DESCRIPTION
 KZ2005
 KZ2005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KZ2005'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF BROKEN SWORD, ON
 KZ2005'ROAD RIGHT-OF-WAY, 27 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 KZ2005'19, 9 FEET SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT NORTH OF A
 KZ2005'METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 KZ2005'STAMPED BRAUSE 2 1976.
 KZ2005'
 KZ2005'TO REACH THE STATION FROM BROKEN SWORD ROAD 28 AND STATE HIGHWAYS
 KZ2005'19 AND 100 AT BROKEN SWORD, GO NORTH ON HIGHWAY 19 AND 100 FOR 1.00
 KZ2005'MILE TO THE JUNCTION OF HIGHWAY 100.  CONTINUE NORTH ON HIGHWAY 19
 KZ2005'FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON
 KZ2005'THE HIGHWAY FOR 0.3 MILE TO THE STATION ON THE LEFT.
 KZ2005'
 KZ2005'REFERENCE MARK 6 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 KZ2005'MAGNETS, STAMPED BRAUSE 2 NO 6 1976, PROJECTING 2 INCHES, 26 FEET
 KZ2005'WEST OF THE CENTERLINE OF THE HIGHWAY AND 15 FEET NORTHEAST OF THE
 KZ2005'TELEPHONE POLE.
 KZ2005'
 KZ2005'REFERENCE MARK 7 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 KZ2005'WITH MAGNETS, STAMPED BRAUSE 2 NO 7 1976, PROJECTING 2
 KZ2005'INCHES, 27 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 32 FEET
 KZ2005'SOUTH OF THE TELEPHONE POLE.
 KZ2005'
 KZ2005'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESSS POST, 2 FEET
 KZ2005'NORTH OF A POWER POLE AND 26 FEET EAST OF THE CENTERLINE OF THE
 KZ2005'HIGHWAY.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KZ2005'BRAUSE 2 1976.
 KZ2005'
 KZ2005'NEAREST TOWN--BROKEN SWORD.
 KZ2005'
 KZ2005'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2004 ***********************************************************************
 KZ2004  DESIGNATION -  BRAUSE 2 AZ MK
 KZ2004  PID         -  KZ2004
 KZ2004  STATE/COUNTY-  OH/CRAWFORD
 KZ2004  USGS QUAD   -  LYKENS (1960)
 KZ2004
 KZ2004                         *CURRENT SURVEY CONTROL
 KZ2004  ___________________________________________________________________
 KZ2004* NAD 83(1995)-  40 55 47.72033(N)    083 00 59.22683(W)     ADJUSTED  
 KZ2004* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 KZ2004  ___________________________________________________________________
 KZ2004  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 KZ2004  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 KZ2004
 KZ2004  HORZ ORDER  -  THIRD
 KZ2004
 KZ2004.The horizontal coordinates were established by classical geodetic methods
 KZ2004.and adjusted by the National Geodetic Survey in April 1998..
 KZ2004.No horizontal observational check was made to the station.
 KZ2004
 KZ2004.The orthometric height was scaled from a topographic map.
 KZ2004
 KZ2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2004
 KZ2004.The geoid height was determined by GEOID03.
 KZ2004
 KZ2004;                    North         East     Units Scale Factor Converg.
 KZ2004;SPC OH N     -   140,407.976   556,505.011   MT  0.99994202   -0 20 21.4
 KZ2004;UTM  17      - 4,532,935.436   330,228.785   MT  0.99995475   -1 19 16.9
 KZ2004
 KZ2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2004!SPC OH N     -   0.99995859  x   0.99994202  =   0.99990061
 KZ2004!UTM  17      -   0.99995859  x   0.99995475  =   0.99991334
 KZ2004
 KZ2004:                Primary Azimuth Mark                     Grid Az
 KZ2004:SPC OH N     -  BRAUSE                                   290 41 27.5
 KZ2004:UTM  17      -  BRAUSE                                   291 40 23.0
 KZ2004
 KZ2004|---------------------------------------------------------------------|
 KZ2004| PID    Reference Object                     Distance      Geod. Az  |
 KZ2004|                                                           dddmmss.s |
 KZ2004| KZ2003 BRAUSE                              APPROX. 1.1 KM 2902106.1 |
 KZ2004| KZ2005 BRAUSE 2                            429.477 METERS 3580934.8 |
 KZ2004|---------------------------------------------------------------------|
 KZ2004
 KZ2004                          SUPERSEDED SURVEY CONTROL
 KZ2004
 KZ2004  NAD 83(1986)-  40 55 47.72605(N)    083 00 59.24057(W) AD(       ) 3
 KZ2004  NAD 27      -  40 55 47.52175(N)    083 00 59.55781(W) AD(       ) 3
 KZ2004
 KZ2004.Superseded values are not recommended for survey control.
 KZ2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2004.See file dsdata.txt to determine how the superseded data were derived.
 KZ2004
 KZ2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3022932935(NAD 83)
 KZ2004_MARKER: DZ = AZIMUTH MARK DISK
 KZ2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2004_STAMPING: BRAUSE 2 1976
 KZ2004_MARK LOGO: NGS   
 KZ2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2004+STABILITY: SURFACE MOTION
 KZ2004
 KZ2004  HISTORY     - Date     Condition        Report By
 KZ2004  HISTORY     - 1976     MONUMENTED       NGS
 KZ2004
 KZ2004                          STATION DESCRIPTION
 KZ2004
 KZ2004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KZ2004'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF BROKEN SWORD, ON ROAD
 KZ2004'RIGHT-OF-WAY.
 KZ2004'
 KZ2004'TO REACH THE STATION FROM BROKEN SWORD ROAD 28 AND STATE HIGHWAYS
 KZ2004'19 AND 100 AT BROKEN SWORD, GO NORTH ON HIGHWAY 19 AND 100 FOR 1.00
 KZ2004'MILE TO THE JUNCTION OF HIGHWAY 100.  CONTINUE NORTH ON HIGHWAY
 KZ2004'19 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KZ2004'
 KZ2004'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST, 2 FEET
 KZ2004'NORTH OF A POWER POLE AND 26 FEET EAST OF THE CENTERLINE OF THE
 KZ2004'HIGHWAY.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KZ2004'BRAUSE 2 1976.
 KZ2004'
 KZ2004'NEAREST TOWN--BROKEN SWORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0815 ***********************************************************************
 MB0815  DESIGNATION -  BRE 3
 MB0815  PID         -  MB0815
 MB0815  STATE/COUNTY-  OH/MAHONING
 MB0815  USGS QUAD   -  LAKE MILTON (1979)
 MB0815
 MB0815                         *CURRENT SURVEY CONTROL
 MB0815  ___________________________________________________________________
 MB0815* NAD 83(1986)-  41 00 37.     (N)    080 59 11.     (W)     SCALED    
 MB0815* NAVD 88     -       318.010  (meters)    1043.34   (feet)  ADJUSTED  
 MB0815  ___________________________________________________________________
 MB0815  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB0815  DYNAMIC HT  -         317.863 (meters)    1042.86  (feet)  COMP
 MB0815  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 MB0815
 MB0815  VERT ORDER  -  SECOND    CLASS 0
 MB0815
 MB0815.The horizontal coordinates were scaled from a topographic map and have
 MB0815.an estimated accuracy of +/- 6 seconds.
 MB0815
 MB0815.The orthometric height was determined by differential leveling
 MB0815.and adjusted by the National Geodetic Survey in June 1991..
 MB0815
 MB0815.The geoid height was determined by GEOID03.
 MB0815
 MB0815.The dynamic height is computed by dividing the NAVD 88
 MB0815.geopotential number by the normal gravity value computed on the
 MB0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0815.degrees latitude (g = 980.6199 gals.).
 MB0815
 MB0815.The modeled gravity was interpolated from observed gravity values.
 MB0815
 MB0815;                    North         East    Units  Estimated Accuracy
 MB0815;SPC OH N     -   150,310.      727,310.      MT  (+/- 180 meters Scaled)
 MB0815
 MB0815                          SUPERSEDED SURVEY CONTROL
 MB0815
 MB0815  NGVD 29 (??/??/92)  318.177  (m)         1043.89   (f) ADJ UNCH    2 0
 MB0815
 MB0815.Superseded values are not recommended for survey control.
 MB0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0815.See file dsdata.txt to determine how the superseded data were derived.
 MB0815
 MB0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF011398(NAD 83)
 MB0815_MARKER: DD = SURVEY DISK
 MB0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0815_STAMPING: BRE 3
 MB0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0815+STABILITY: SURFACE MOTION
 MB0815
 MB0815  HISTORY     - Date     Condition        Report By
 MB0815  HISTORY     - UNK      MONUMENTED       OH-099
 MB0815  HISTORY     - 1950     GOOD             NGS
 MB0815
 MB0815                          STATION DESCRIPTION
 MB0815
 MB0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0815'3.4 MI S FROM SHILLINGS MILL.
 MB0815'ABOUT 3.4 MILES SOUTH ALONG BEDELL ROAD FROM THE SOUTH END OF
 MB0815'THE BRIDGE OVER THE MAHONING RIVER AT SHILLINGS MILL.  AT THE
 MB0815'INTERSECTIONS OF THE CENTERLINES OF BEDELL ROAD AND BERLIN
 MB0815'STATION- ELLSWORTH LAKE ROAD.  A MAHONING COUNTY DISK SET IN THE
 MB0815'TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST IRON WELL
 MB0815'AND COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.
 MB0815'THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2105 ***********************************************************************
 KZ2105  DESIGNATION -  BRENTLINGER
 KZ2105  PID         -  KZ2105
 KZ2105  STATE/COUNTY-  OH/ALLEN
 KZ2105  USGS QUAD   -  HARROD (1984)
 KZ2105
 KZ2105                         *CURRENT SURVEY CONTROL
 KZ2105  ___________________________________________________________________
 KZ2105* NAD 83(1995)-  40 42 36.63314(N)    083 58 52.00236(W)     ADJUSTED  
 KZ2105* NAVD 88     -       307.     (meters)    1007.     (feet)  SCALED    
 KZ2105  ___________________________________________________________________
 KZ2105  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 KZ2105  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 KZ2105
 KZ2105  HORZ ORDER  -  FIRST
 KZ2105
 KZ2105.The horizontal coordinates were established by classical geodetic methods
 KZ2105.and adjusted by the National Geodetic Survey in April 1998..
 KZ2105
 KZ2105.The orthometric height was scaled from a topographic map.
 KZ2105
 KZ2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2105
 KZ2105.The geoid height was determined by GEOID03.
 KZ2105
 KZ2105;                    North         East     Units Scale Factor Converg.
 KZ2105;SPC OH N     -   116,940.169   474,853.347   MT  0.99995850   -0 58 22.9
 KZ2105;UTM  17      - 4,510,859.733   248,171.772   MT  1.00038065   -1 56 43.4
 KZ2105;UTM  16      - 4,510,968.829   755,019.822   MT  1.00040057   +1 58 12.3
 KZ2105
 KZ2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2105!SPC OH N     -   0.99995731  x   0.99995850  =   0.99991581
 KZ2105!UTM  17      -   0.99995731  x   1.00038065  =   1.00033795
 KZ2105!UTM  16      -   0.99995731  x   1.00040057  =   1.00035787
 KZ2105
 KZ2105|---------------------------------------------------------------------|
 KZ2105| PID    Reference Object                     Distance      Geod. Az  |
 KZ2105|                                                           dddmmss.s |
 KZ2105| CE5803 BRENTLINGER RM 1                     37.113 METERS 23921     |
 KZ2105| CE5802 BRENTLINGER AZ MK                                  3510435.4 |
 KZ2105| CE5804 BRENTLINGER RM 2                     31.163 METERS 35821     |
 KZ2105|---------------------------------------------------------------------|
 KZ2105
 KZ2105                          SUPERSEDED SURVEY CONTROL
 KZ2105
 KZ2105  NAD 83(1986)-  40 42 36.64192(N)    083 58 52.01744(W) AD(       ) 1
 KZ2105  NAD 27      -  40 42 36.45700(N)    083 58 52.22000(W) AD(       ) 1
 KZ2105
 KZ2105.Superseded values are not recommended for survey control.
 KZ2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2105.See file dsdata.txt to determine how the superseded data were derived.
 KZ2105
 KZ2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF4817210860(NAD 83)
 KZ2105_MARKER: DS = TRIANGULATION STATION DISK
 KZ2105_SETTING: 0 = UNSPECIFIED SETTING
 KZ2105_STAMPING: BRENTLINGER 1943
 KZ2105_MARK LOGO: CGS   
 KZ2105_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2105+STABILITY: SURFACE MOTION
 KZ2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2105+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1991
 KZ2105
 KZ2105  HISTORY     - Date     Condition        Report By
 KZ2105  HISTORY     - 1943     MONUMENTED       CGS
 KZ2105  HISTORY     - 1961     GOOD             THOMAS
 KZ2105  HISTORY     - 1963     GOOD             CGS
 KZ2105  HISTORY     - 1964     GOOD             CGS
 KZ2105  HISTORY     - 1976     GOOD             NGS
 KZ2105  HISTORY     - 19910903 GOOD             AIRLAN
 KZ2105
 KZ2105                          STATION DESCRIPTION
 KZ2105
 KZ2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2105'STATION IS LOCATED ABOUT 7.6 MILES BY ROAD E BY S OF THE CENTER OF
 KZ2105'LIMA, 1.0 MILE E AND 0.6
 KZ2105'MILE S BY ROAD FROM THE WESTMINSTER RAILROAD STATION
 KZ2105'AND 1.5 MILES N OF THE VILLAGE OF
 KZ2105'WESTMINSTER.  THE MARK IS 38 FEET
 KZ2105'E OF THE CENTER LINE OF A GRAVELED ROAD.  IT IS IN
 KZ2105'THE W EDGE OF A
 KZ2105'CULTIVATED FIELD ABOUT 300 FEET S OF A GATE WITH CONCRETE POSTS.
 KZ2105'THE DISK IS
 KZ2105'STAMPED BRENTLINGER 1943.
 KZ2105'
 KZ2105'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 KZ2105'DISKS SET IN
 KZ2105'CONCRETE.
 KZ2105'
 KZ2105'REFERENCE MARK 1 IS 121.76 FEET SW OF THE STATION.  THE MARK
 KZ2105'IS OUTSIDE THE
 KZ2105'FENCE AT THE NE CORNER OF A FARMHOUSE LAWN.  IT IS
 KZ2105'18 FEET NW OF THE CENTER LINE OF
 KZ2105'THE GRAVELED ROAD.  THE DISK IS
 KZ2105'STAMPED BRENTLINGER NO 1 1943.
 KZ2105'
 KZ2105'REFERENCE MARK 2 IS 102.24 FEET NW OF THE STATION IN THE W
 KZ2105'RIGHT-OF-WAY
 KZ2105'FENCELINE.  IT IS 18 FEET NW OF THE CENTER LINE OF
 KZ2105'THE GRAVELED ROAD.  THE DISK IS
 KZ2105'STAMPED BRENTLINGER NO 2 1943.
 KZ2105'
 KZ2105'THE AZIMUTH MARK IS APPROXIMATELY 0.55 MILE NNW OF THE STATION.
 KZ2105'IT IS ABOUT 50
 KZ2105'YARDS W OF A POLE WITH A TRANSFORMER THEREON AND 21
 KZ2105'FEET S OF THE CENTER LINE OF AN
 KZ2105'E-W ROAD.  THE MARK IS SET IN THE
 KZ2105'S RIGHT-OF-WAY FENCELINE IN A SMALL CLEARING AT
 KZ2105'THE N EDGE OF A PASTURE
 KZ2105'FIELD.  THE DISK IS STAMPED BRENTLINGER 1943.
 KZ2105'
 KZ2105'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30S
 KZ2105'AND STATE HIGHWAY
 KZ2105'117 IN THE SE EDGE OF LIMA, GO E ON HIGHWAY 30S
 KZ2105'FOR 5.5 MILES TO A T-ROAD RIGHT AT A
 KZ2105'FRAME CHURCH, TURN RIGHT AND
 KZ2105'FOLLOW A NARROW MACADAM ROAD S FOR 1.05 MILES TO A
 KZ2105'CROSS ROAD,*
 KZ2105'CONTINUE S FOR 0.5 MILE TO A GATE ON THE LEFT.  TURN INTO THE FIELD
 KZ2105'AND FOLLOW ALONG
 KZ2105'THE E SIDE OF THE FENCE FOR 0.05 MILE TO THE
 KZ2105'STATION.
 KZ2105'
 KZ2105'*FROM THIS POINT GO W ON AN E-W ROAD FOR 0.3 MILE TO THE AZIMUTH
 KZ2105'MARK ON THE LEFT
 KZ2105'AS DESCRIBED.
 KZ2105'
 KZ2105'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 KZ2105
 KZ2105                          STATION RECOVERY (1961)
 KZ2105
 KZ2105'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (MA)
 KZ2105'STATION MARK BRENTLINGER - UNDISTURBED.
 KZ2105'
 KZ2105'RM-1 - UNDISTURBED.
 KZ2105'
 KZ2105'RM-2 - UNDISTURBED.
 KZ2105'
 KZ2105'AZ. MK. - UNDISTURBED.
 KZ2105
 KZ2105                          STATION RECOVERY (1963)
 KZ2105
 KZ2105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FBM)
 KZ2105'RECOVERED AS PREVIOUSLY DESCRIBED.  STATION IS 1.5 FEET BELOW THE
 KZ2105'SURFACE OF THE GROUND.
 KZ2105
 KZ2105                          STATION RECOVERY (1964)
 KZ2105
 KZ2105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 KZ2105'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 KZ2105'CONDITION.  THE STATION MARK IS 1-1/2 FEET BELOW THE SURFACE OF
 KZ2105'THE GROUND IN A FIELD CURRENTLY UNDER CULTIVATION.
 KZ2105
 KZ2105                          STATION RECOVERY (1976)
 KZ2105
 KZ2105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVT)
 KZ2105'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 KZ2105'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE LINE OF SIGHT
 KZ2105'TO THE AZIMUTH MARK IS NOW BLOCKED BY A TREE.
 KZ2105'
 KZ2105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NORTH
 KZ2105'OF WESTMINISTER.
 KZ2105
 KZ2105                          STATION RECOVERY (1991)
 KZ2105
 KZ2105'RECOVERY NOTE BY AIR LAND SURVEYS INCORPORATED 1991 (JEK)
 KZ2105'STATION IS 8 INCHES BENEATH THE SURFACE OF A PLOWED FIELD AND
 KZ2105'APPROXIMATELY 38 FEET EAST OF THE CENTERLINE OF BRENTLINGER ROAD. ONLY
 KZ2105'ONE OF THE CONCRETE GATE POSTS REFERRED TO IN THE ORIGINAL DESCRIPTION
 KZ2105'IS STILL EXISTING.  THERE IS NO LONGER A FENCE ALONG THE EAST EDGE OF
 KZ2105'THE ROAD.  THE STATION IS 61.5 FEET SOUTH OF POWER POLE NO. 901/35.
 KZ2105'THE FRAME CHURCH REFERRED TO IN THE "TO REACH" DESCRIPTION IS STILL
 KZ2105'EXISTING HOWEVER IT IS ABANDONED.  HIGHWAY 30 S WHICH IS REFERRED TO
 KZ2105'IS NOW DESIGNATED HIGHWAY 309. THE REFERENCE MARKS WERE FOUND IN GOOD
 KZ2105'CONDITION AND THE REFERENCE DISTANCES WERE FOUND TO BE ACCURATE. THE
 KZ2105'AZIMUTH MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1404 ***********************************************************************
 MC1404  DESIGNATION -  BRETZ
 MC1404  PID         -  MC1404
 MC1404  STATE/COUNTY-  OH/HENRY
 MC1404  USGS QUAD   -  MC CLURE (1971)
 MC1404
 MC1404                         *CURRENT SURVEY CONTROL
 MC1404  ___________________________________________________________________
 MC1404* NAD 83(1995)-  41 19 13.18774(N)    083 55 18.63820(W)     ADJUSTED  
 MC1404* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1404  ___________________________________________________________________
 MC1404  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 MC1404  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 MC1404
 MC1404  HORZ ORDER  -  THIRD
 MC1404
 MC1404.The horizontal coordinates were established by classical geodetic methods
 MC1404.and adjusted by the National Geodetic Survey in April 1998..
 MC1404
 MC1404.The orthometric height was scaled from a topographic map.
 MC1404
 MC1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1404
 MC1404.The geoid height was determined by GEOID03.
 MC1404
 MC1404;                    North         East     Units Scale Factor Converg.
 MC1404;SPC OH N     -   184,604.218   480,965.303   MT  0.99994884   -0 56 02.7
 MC1404;UTM  17      - 4,578,436.767   255,448.230   MT  1.00033608   -1 55 48.6
 MC1404;UTM  16      - 4,578,889.537   757,636.331   MT  1.00041697   +2 02 00.7
 MC1404
 MC1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1404!SPC OH N     -   0.99997297  x   0.99994884  =   0.99992181
 MC1404!UTM  17      -   0.99997297  x   1.00033608  =   1.00030904
 MC1404!UTM  16      -   0.99997297  x   1.00041697  =   1.00038993
 MC1404
 MC1404                          SUPERSEDED SURVEY CONTROL
 MC1404
 MC1404  NAD 83(1995)-  41 19 13.19594(N)    083 55 18.64308(W) AD(       ) 3
 MC1404  NAD 83(1986)-  41 19 13.19797(N)    083 55 18.64879(W) AD(       ) 3
 MC1404  NAD 27      -  41 19 13.01500(N)    083 55 18.85500(W) AD(       ) 3
 MC1404
 MC1404.Superseded values are not recommended for survey control.
 MC1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1404.See file dsdata.txt to determine how the superseded data were derived.
 MC1404
 MC1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5544878437(NAD 83)
 MC1404_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1404_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1404_STAMPING: BRETZ 1947
 MC1404_MARK LOGO: CGS   
 MC1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1404+STABILITY: SURFACE MOTION
 MC1404
 MC1404  HISTORY     - Date     Condition        Report By
 MC1404  HISTORY     - 1947     MONUMENTED       CGS
 MC1404  HISTORY     - 1963     GOOD             CGS
 MC1404  HISTORY     - 1965     GOOD             USE
 MC1404  HISTORY     - 1980     GOOD             LOCENG
 MC1404  HISTORY     - 1984     GOOD             USPSQD
 MC1404
 MC1404                          STATION DESCRIPTION
 MC1404
 MC1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1404'THE STATION IS LOCATED 1-1/2 MILES NORTH AND 1 MILE EAST OF WESTHOPE
 MC1404'AT THE NORTHWEST
 MC1404'PROPERTY CORNER OF THE CECIL M. BRETZ FARM.  THIS FENCE
 MC1404'CORNER IS ON THE 1/2 MILE EW LAND
 MC1404'SUBDIVISION LINE OF SEC. 11, RICHFIELD
 MC1404'TOWNSHIP.
 MC1404'
 MC1404'STATION IS 9.1 METERS E OF THE CENTERLINE OF NS SEC. ROAD, 0.6 METER
 MC1404'E OF S FENCE, AND 0.4 METER S OF E FENCE.
 MC1404'
 MC1404'A STANDARD DISK STAMPED BRETZ 1947 SET IN THE TOP OF A 12- BY 12-
 MC1404'CONCRETE POST.
 MC1404'THE TOP OF THE POST IS FLUSH WITH THE GROUND SURFACE.
 MC1404
 MC1404                          STATION RECOVERY (1963)
 MC1404
 MC1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1404'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1404'EXCEPTIONS--THE NORTH-SOUTH FENCE IS GONE AND THE CONCRETE MONUMENT
 MC1404'IS SURROUNDED BY A CONCRETE CAMERA TARGET 8 FEET IN DIAMETER.
 MC1404
 MC1404                          STATION RECOVERY (1965)
 MC1404
 MC1404'RECOVERY NOTE BY US ENGINEERS 1965 (GAL)
 MC1404'TO REACH STA. FROM JCT. OF HWYS. 6 AND 65 AT MCCLURE, TRAVEL
 MC1404'S 3 MI. ON HWY 65 TO CO. ROAD L, E 1 MI TO TWP. ROAD 3, AND S.
 MC1404'0.5 MI.
 MC1404'
 MC1404'THE STA. IS LOCATED IN A 2 M DIA. CONC. TARGET 7 M E OF CENTERLINE
 MC1404'OF ROAD, 22 M S OF TELEPHONE POLE, 40 M SE OF POWER POLE, AND 0.3
 MC1404'M SE OF FENCE POST.  THE STA. IS APPROX. 1.0 M LOWER THAN THE
 MC1404'ROAD.
 MC1404'
 MC1404'THE STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER
 MC1404'STAMPED BRETZ 1947.
 MC1404
 MC1404                          STATION RECOVERY (1980)
 MC1404
 MC1404'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1404'BRETZ 1947 RECOVERED GOOD.
 MC1404'
 MC1404'FENCE IS GONE, TELEPHONE POLE IS GONE, FENCE POST IS GONE, STA. IS
 MC1404'LOCATED IN E-W PROPERTY LINE.
 MC1404'
 MC1404'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MI S. AND 1 MI E.,
 MC1404'MCCLURE.
 MC1404
 MC1404                          STATION RECOVERY (1984)
 MC1404
 MC1404'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1404'BRETZ 1947 RECOVERED GOOD.
 MC1404'
 MC1404'ADD WITNESS POST TO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1443 ***********************************************************************
 JY1443  DESIGNATION -  BREWERY CITY OF COLUMBUS
 JY1443  PID         -  JY1443
 JY1443  STATE/COUNTY-  OH/FRANKLIN
 JY1443  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1443
 JY1443                         *CURRENT SURVEY CONTROL
 JY1443  ___________________________________________________________________
 JY1443* NAD 83(1995)-  39 55 32.22445(N)    082 59 44.67411(W)     ADJUSTED  
 JY1443* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 JY1443  ___________________________________________________________________
 JY1443  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 JY1443  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JY1443
 JY1443  HORZ ORDER  -  FIRST
 JY1443
 JY1443.The horizontal coordinates were established by classical geodetic methods
 JY1443.and adjusted by the National Geodetic Survey in April 1998..
 JY1443
 JY1443.The orthometric height was scaled from a topographic map.
 JY1443
 JY1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1443
 JY1443.The geoid height was determined by GEOID03.
 JY1443
 JY1443;                    North         East     Units Scale Factor Converg.
 JY1443;SPC OH S     -   213,890.415   557,621.753   MT  0.99998047   -0 18 52.4
 JY1443;UTM  17      - 4,421,408.305   329,453.143   MT  0.99995809   -1 16 52.2
 JY1443
 JY1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1443!SPC OH S     -   0.99996926  x   0.99998047  =   0.99994973
 JY1443!UTM  17      -   0.99996926  x   0.99995809  =   0.99992735
 JY1443
 JY1443:                Primary Azimuth Mark                     Grid Az
 JY1443:SPC OH S     -  COLUMBUS SOUTH BASE                      247 29 21.8
 JY1443:UTM  17      -  COLUMBUS SOUTH BASE                      248 27 21.6
 JY1443
 JY1443|---------------------------------------------------------------------|
 JY1443| PID    Reference Object                     Distance      Geod. Az  |
 JY1443|                                                           dddmmss.s |
 JY1443| JY1447 COLUMBUS SOUTH BASE                 APPROX. 8.4 KM 2471029.4 |
 JY1443|---------------------------------------------------------------------|
 JY1443
 JY1443                          SUPERSEDED SURVEY CONTROL
 JY1443
 JY1443  NAD 83(1986)-  39 55 32.23203(N)    082 59 44.67707(W) AD(       ) 1
 JY1443  NAD 27      -  39 55 32.00400(N)    082 59 45.01800(W) AD(       ) 1
 JY1443
 JY1443.Superseded values are not recommended for survey control.
 JY1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1443.See file dsdata.txt to determine how the superseded data were derived.
 JY1443
 JY1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2945321408(NAD 83)
 JY1443_MARKER: B = BOLT
 JY1443_SETTING: 0 = UNSPECIFIED SETTING
 JY1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1443
 JY1443  HISTORY     - Date     Condition        Report By
 JY1443  HISTORY     - 1928     MONUMENTED       CGS
 JY1443
 JY1443                          STATION DESCRIPTION
 JY1443
 JY1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 JY1443'STATION MARK IS A COPPER BOLT SET IN CONCRETE ON NORTHEAST CORNER OF
 JY1443'ROOF OF THE OHIO BREWERY ON SOUTH HIGH STREET AT REEB AVENUE,
 JY1443'COLUMBUS AND REACHED BY ENTERING THE DOOR ON HIGH STREET, (FIRST
 JY1443'FLOOR USED BY FRANCIS DRY CLEANERS), AND TAKING STEPS ALL WAY TO
 JY1443'ROOF.  THE ROOF OF THE BUILDING IS SHAKY AND A PLATFORM HAD TO BE
 JY1443'PLACED AROUND THE STAND TO PERMIT OBSERVING.
 JY1443'
 JY1443'THE COPPER BOLT IS 2.72 FEET SOUTH OF SOUTH FACE OF NORTH PARAPET
 JY1443'WALL, 3.30 FEET WEST OF WEST FACE OF EAST PARAPET WALL, AND
 JY1443'12.25 FEET NORTH OF NORTH FACE OF NORTH WALL OF SMALL TOWER NEAR
 JY1443'CENTER OR EAST SIDE OF BUILDING.
 JY1443'
 JY1443'STATION IS IDENTICAL WITH CITY OF COLUMBUS STATION BREWERY AS
 JY1443'DESCRIBED IN REPORT OF THE GEODETIC AND TOPOGRAPHIC SURVEY OF
 JY1443'COLUMBUS, OHIO BY THE R.H. RANDALL COMPANY IN 1927, READING AS
 JY1443'FOLLOWS-
 JY1443'
 JY1443'THIS POINT IS A COPPER BOLT SET IN CONCRETE ON THE NORTHEAST CORNER
 JY1443'OF ROOF OF THE OHIO BREWERY ON SOUTH HIGH STREET, AT REEF AVENUE.
 JY1443'MR. C.M. ROSE IS MAN IN CHARGE.  THE POINT IS REACHED BY ENTERING THE
 JY1443'DOOR ON HIGH STREET, (FIRST FLOOR USED BY FRANCIS DRY CLEANERS,
 JY1443'1927), AND TAKING THE STEPS ALL THE WAY TO ROOF.  IT IS 2.72 FEET
 JY1443'SOUTH OF SOUTH FACE OF NORTH PARAPET WALL, 3.30 FEET WEST OF WEST
 JY1443'FACE OF EAST PARAPET WALL AND 12.25 FEET NORTH OF NORTH FACE OF NORTH
 JY1443'WALL OF SMALL TOWER, NEAR CENTER OF EAST SIDE OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3272 ***********************************************************************
 AE3272  DESIGNATION -  BRIAN
 AE3272  PID         -  AE3272
 AE3272  STATE/COUNTY-  OH/MONTGOMERY
 AE3272  USGS QUAD   -  DAYTON NORTH (1996)
 AE3272
 AE3272                         *CURRENT SURVEY CONTROL
 AE3272  ___________________________________________________________________
 AE3272* NAD 83(1995)-  39 51 55.64565(N)    084 11 15.84997(W)     ADJUSTED  
 AE3272* NAVD 88     -       271.9    (meters)     892.     (feet)  GPS OBS   
 AE3272  ___________________________________________________________________
 AE3272  X           -     496,470.433 (meters)                     COMP
 AE3272  Y           -  -4,877,276.494 (meters)                     COMP
 AE3272  Z           -   4,066,683.621 (meters)                     COMP
 AE3272  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AE3272  ELLIP HEIGHT-         238.78  (meters)          (10/07/05) GPS OBS
 AE3272  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AE3272
 AE3272  HORZ ORDER  -  FIRST
 AE3272  ELLP ORDER  -  FOURTH    CLASS I
 AE3272
 AE3272.The horizontal coordinates were established by GPS observations
 AE3272.and adjusted by the National Geodetic Survey in September 1997..
 AE3272
 AE3272.The orthometric height was determined by GPS observations and a
 AE3272.high-resolution geoid model.
 AE3272
 AE3272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3272
 AE3272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3272
 AE3272.The ellipsoidal height was determined by GPS observations
 AE3272.and is referenced to NAD 83.
 AE3272
 AE3272.The geoid height was determined by GEOID03.
 AE3272
 AE3272;                    North         East     Units Scale Factor Converg.
 AE3272;SPC OH S     -   208,443.877   455,607.827   MT  0.99997110   -1 04 15.2
 AE3272;UTM  16      - 4,416,610.050   740,541.886   MT  1.00031238   +1 48 12.6
 AE3272
 AE3272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3272!SPC OH S     -   0.99996254  x   0.99997110  =   0.99993364
 AE3272!UTM  16      -   0.99996254  x   1.00031238  =   1.00027491
 AE3272
 AE3272|---------------------------------------------------------------------|
 AE3272| PID    Reference Object                     Distance      Geod. Az  |
 AE3272|                                                           dddmmss.s |
 AE3272| AE3264 BRIAN AZ MK                         297.488 METERS 08529     |
 AE3272|---------------------------------------------------------------------|
 AE3272
 AE3272                          SUPERSEDED SURVEY CONTROL
 AE3272
 AE3272  ELLIP H (09/11/97)  238.88   (m)                       GP(       ) 4 1
 AE3272
 AE3272.Superseded values are not recommended for survey control.
 AE3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3272.See file dsdata.txt to determine how the superseded data were derived.
 AE3272
 AE3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4054216610(NAD 83)
 AE3272_MARKER: DD = SURVEY DISK
 AE3272_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3272_STAMPING: BRIAN
 AE3272_MARK LOGO: CODDOP
 AE3272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3272+STABILITY: SURFACE MOTION
 AE3272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3272+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3272
 AE3272  HISTORY     - Date     Condition        Report By
 AE3272  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3272
 AE3272                          STATION DESCRIPTION
 AE3272
 AE3272'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3272'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM DAYTON IN MONTGOMERY
 AE3272'COUNTY GO NORTH ALONG I-75 FOR 5.0 MI (8.0 KM) TO I-75 AND I-70
 AE3272'INTERSECTION. STATION IS LOCATED ALONG I-70 EAST OF I-75 UNDERPASS IN
 AE3272'THE MEDIAN. STATION IS A BRONZE DISK IN CONCRETE INSCRIBED CITY OF
 AE3272'DAYTON DEPARTMENT OF PLANNING, STAMPED BRIAN, AND IS FLUSH WITH THE
 AE3272'SURFACE OF THE GROUND. STATION IS LOCATED 5.5 FT (1.7 M) EAST OF THE
 AE3272'EAST END OF A GUARD RAIL, 28.4 FT (8.7 M) SOUTH OF WEST BOUND I-70,
 AE3272'AND 29.9 FT (9.1 M) NORTH OF EAST BOUND I-70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3264 ***********************************************************************
 AE3264  DESIGNATION -  BRIAN AZ MK
 AE3264  PID         -  AE3264
 AE3264  STATE/COUNTY-  OH/MONTGOMERY
 AE3264  USGS QUAD   -  DAYTON NORTH (1996)
 AE3264
 AE3264                         *CURRENT SURVEY CONTROL
 AE3264  ___________________________________________________________________
 AE3264* NAD 83(1995)-  39 51 56.40376(N)    084 11 03.37181(W)     ADJUSTED  
 AE3264* NAVD 88     -       263.9    (meters)     866.     (feet)  GPS OBS   
 AE3264  ___________________________________________________________________
 AE3264  X           -     496,763.343 (meters)                     COMP
 AE3264  Y           -  -4,877,225.400 (meters)                     COMP
 AE3264  Z           -   4,066,696.415 (meters)                     COMP
 AE3264  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AE3264  ELLIP HEIGHT-         230.74  (meters)          (10/07/05) GPS OBS
 AE3264  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AE3264
 AE3264  HORZ ORDER  -  FIRST
 AE3264  ELLP ORDER  -  FOURTH    CLASS I
 AE3264
 AE3264.The horizontal coordinates were established by GPS observations
 AE3264.and adjusted by the National Geodetic Survey in September 1997..
 AE3264
 AE3264.The orthometric height was determined by GPS observations and a
 AE3264.high-resolution geoid model.
 AE3264
 AE3264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3264
 AE3264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3264
 AE3264.The ellipsoidal height was determined by GPS observations
 AE3264.and is referenced to NAD 83.
 AE3264
 AE3264.The geoid height was determined by GEOID03.
 AE3264
 AE3264;                    North         East     Units Scale Factor Converg.
 AE3264;SPC OH S     -   208,461.717   455,904.771   MT  0.99997113   -1 04 07.3
 AE3264;UTM  16      - 4,416,642.770   740,837.663   MT  1.00031413   +1 48 20.6
 AE3264
 AE3264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3264!SPC OH S     -   0.99996380  x   0.99997113  =   0.99993493
 AE3264!UTM  16      -   0.99996380  x   1.00031413  =   1.00027792
 AE3264
 AE3264|---------------------------------------------------------------------|
 AE3264| PID    Reference Object                     Distance      Geod. Az  |
 AE3264|                                                           dddmmss.s |
 AE3264| AE3272 BRIAN                               297.488 METERS 26530     |
 AE3264|---------------------------------------------------------------------|
 AE3264
 AE3264                          SUPERSEDED SURVEY CONTROL
 AE3264
 AE3264  ELLIP H (09/11/97)  230.84   (m)                       GP(       ) 4 1
 AE3264
 AE3264.Superseded values are not recommended for survey control.
 AE3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3264.See file dsdata.txt to determine how the superseded data were derived.
 AE3264
 AE3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4083816643(NAD 83)
 AE3264_MARKER: DD = SURVEY DISK
 AE3264_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3264_STAMPING: BRIAN AZ
 AE3264_MARK LOGO: CODDOP
 AE3264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3264+STABILITY: SURFACE MOTION
 AE3264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3264+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3264
 AE3264  HISTORY     - Date     Condition        Report By
 AE3264  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3264
 AE3264                          STATION DESCRIPTION
 AE3264
 AE3264'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3264'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM DAYTON IN MONTGOMERY
 AE3264'COUNTY GO NORTH ALONG I-75 FOR 5.0 MI (8.0 KM) TO THE INTERSECTION OF
 AE3264'I-75 AND 1-70 GO EAST BOUND ALONG I-70 FOR 0.3 MI (0.5 KM) TO STATION
 AE3264'ON LEFT. STATION IS A BRONZE DISK IN CONCRETE INSCRIBED CITY OF DAYTON
 AE3264'DEPARTMENT OF PLANNING, STAMPED BRIAN AZ, AND IS FLUSH WITH THE
 AE3264'SURFACE OF THE GROUND. STATION IS LOCATED IN THE MEDIAN OF I-70, 20.1
 AE3264'FT (6.1 M) SOUTH OF WEST BOUND I-70, 32.2 NORTH OF EAST BOUND I-70,
 AE3264'AND 183.3 FT (55.9 M) SOUTHWEST OF THE SOUTH POLE OF A HIGHWAY SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0757 ***********************************************************************
 MC0757  DESIGNATION -  BRIDGE
 MC0757  PID         -  MC0757
 MC0757  STATE/COUNTY-  OH/LUCAS
 MC0757  USGS QUAD   -  MAUMEE (1994)
 MC0757
 MC0757                         *CURRENT SURVEY CONTROL
 MC0757  ___________________________________________________________________
 MC0757* NAD 83(1986)-  41 37 29.     (N)    083 39 52.     (W)     SCALED    
 MC0757* NAVD 88     -       192.861  (meters)     632.74   (feet)  ADJUSTED  
 MC0757  ___________________________________________________________________
 MC0757  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC0757  DYNAMIC HT  -         192.785 (meters)     632.50  (feet)  COMP
 MC0757  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 MC0757
 MC0757  VERT ORDER  -  SECOND    CLASS 0
 MC0757
 MC0757.The horizontal coordinates were scaled from a topographic map and have
 MC0757.an estimated accuracy of +/- 6 seconds.
 MC0757
 MC0757.The orthometric height was determined by differential leveling
 MC0757.and adjusted by the National Geodetic Survey in June 1991..
 MC0757
 MC0757.The geoid height was determined by GEOID03.
 MC0757
 MC0757.The dynamic height is computed by dividing the NAVD 88
 MC0757.geopotential number by the normal gravity value computed on the
 MC0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0757.degrees latitude (g = 980.6199 gals.).
 MC0757
 MC0757.The modeled gravity was interpolated from observed gravity values.
 MC0757
 MC0757;                    North         East    Units  Estimated Accuracy
 MC0757;SPC OH N     -   218,090.      502,960.      MT  (+/- 180 meters Scaled)
 MC0757
 MC0757                          SUPERSEDED SURVEY CONTROL
 MC0757
 MC0757  NGVD 29 (??/??/92)  193.054  (m)          633.38   (f) ADJ UNCH    2 0
 MC0757
 MC0757.Superseded values are not recommended for survey control.
 MC0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0757.See file dsdata.txt to determine how the superseded data were derived.
 MC0757
 MC0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG780115(NAD 83)
 MC0757_MARKER: B = BOLT
 MC0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0757_SP_SET: BRIDGE
 MC0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0757+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 MC0757
 MC0757  HISTORY     - Date     Condition        Report By
 MC0757  HISTORY     - UNK      MONUMENTED       CGS
 MC0757  HISTORY     - 1955     GOOD             NGS
 MC0757  HISTORY     - 20040623 GOOD             USPSQD
 MC0757
 MC0757                          STATION DESCRIPTION
 MC0757
 MC0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MC0757'2.4 MI E FROM HOLLAND.
 MC0757'ABOUT 2.4 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MC0757'THE STATION AT HOLLAND, LUCAS COUNTY, OHIO, AT A RAILROAD BRIDGE
 MC0757'CROSSING U.S. HIGHWAY 20.  AT THE NW CORNER OF THE BRIDGE, 9
 MC0757'FEET N OF THE N RAIL.  3 INCHES LOWER THAN THE CONCRETE BASE
 MC0757'SUPPORTING THE GUARD RAIL AND ABOUT 4 FEET HIGHER THAN THE RAIL.
 MC0757'A ONE INCH BOLT HEAD EMBEDDED IN CONCRETE.
 MC0757
 MC0757                          STATION RECOVERY (2004)
 MC0757
 MC0757'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC0757'GPS LOCATION IN 3D DIFFERENTIAL MODE
 MC0757'N41DEG 37MIN 29.76SEC   W083DEG 39MIN 52.86SEC
 MC0757'CURRENT DESCRIPTION ACCURATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0950 ***********************************************************************
 JY0950  DESIGNATION -  BRIDGE
 JY0950  PID         -  JY0950
 JY0950  STATE/COUNTY-  OH/ROSS
 JY0950  USGS QUAD   -  GREENFIELD (1979)
 JY0950
 JY0950                         *CURRENT SURVEY CONTROL
 JY0950  ___________________________________________________________________
 JY0950* NAD 83(1986)-  39 20 49.     (N)    083 22 30.     (W)     SCALED    
 JY0950* NAVD 88     -       268.973  (meters)     882.46   (feet)  ADJUSTED  
 JY0950  ___________________________________________________________________
 JY0950  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JY0950  DYNAMIC HT  -         268.817 (meters)     881.94  (feet)  COMP
 JY0950  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 JY0950
 JY0950  VERT ORDER  -  FIRST     CLASS II
 JY0950
 JY0950.The horizontal coordinates were scaled from a topographic map and have
 JY0950.an estimated accuracy of +/- 6 seconds.
 JY0950
 JY0950.The orthometric height was determined by differential leveling
 JY0950.and adjusted by the National Geodetic Survey in June 1991..
 JY0950
 JY0950.The geoid height was determined by GEOID03.
 JY0950
 JY0950.The dynamic height is computed by dividing the NAVD 88
 JY0950.geopotential number by the normal gravity value computed on the
 JY0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0950.degrees latitude (g = 980.6199 gals.).
 JY0950
 JY0950.The modeled gravity was interpolated from observed gravity values.
 JY0950
 JY0950;                    North         East    Units  Estimated Accuracy
 JY0950;SPC OH S     -   149,890.      524,580.      MT  (+/- 180 meters Scaled)
 JY0950
 JY0950                          SUPERSEDED SURVEY CONTROL
 JY0950
 JY0950  NGVD 29 (??/??/92)  269.142  (m)          883.01   (f) ADJ UNCH    1 2
 JY0950
 JY0950.Superseded values are not recommended for survey control.
 JY0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0950.See file dsdata.txt to determine how the superseded data were derived.
 JY0950
 JY0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD953579(NAD 83)
 JY0950_MARKER: Q = CHISELED SQUARE
 JY0950_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0950_SP_SET: ABUTMENT
 JY0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0950
 JY0950  HISTORY     - Date     Condition        Report By
 JY0950  HISTORY     - UNK      MONUMENTED       CGS
 JY0950  HISTORY     - 1935     GOOD             NGS
 JY0950  HISTORY     - 1984     MARK NOT FOUND   NGS
 JY0950
 JY0950                          STATION DESCRIPTION
 JY0950
 JY0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY0950'0.3 MI E FROM GREENFIELD.
 JY0950'IN ROSS COUNTY, 0.3 MILE EAST ALONG THE BALTIMORE AND OHIO
 JY0950'RAILROAD FROM THE STATION AT GREENFIELD, HIGHLAND COUNTY, AT
 JY0950'BRIDGE 74.30 OVER PAINT CREEK, ON THE TOP OF THE NORTH END OF
 JY0950'THE EAST ABUTMENT, AT THE EAST END OF THE RAILING OF THE BRIDGE
 JY0950'WALKWAY, 6 FEET NORTH OF THE NORTH RAIL, AND ABOUT 6 INCHES
 JY0950'LOWER THAN THE TRACK.  A 1-INCH OUTLINED SQUARE.
 JY0950
 JY0950                          STATION RECOVERY (1984)
 JY0950
 JY0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY0950'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF AN OUTLINED
 JY0950'SQUARE BEING FOUND.  A RAILROAD TIE HAS BEEN PLACE OVER A PORTION OF
 JY0950'THE ABUTMENT AND MARK MAY BE COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2078 ***********************************************************************
 MB2078  DESIGNATION -  BRIDGE
 MB2078  PID         -  MB2078
 MB2078  STATE/COUNTY-  OH/ASHTABULA
 MB2078  USGS QUAD   -  NORTH KINGSVILLE (1994)
 MB2078
 MB2078                         *CURRENT SURVEY CONTROL
 MB2078  ___________________________________________________________________
 MB2078* NAD 83(1995)-  41 55 19.28827(N)    080 42 48.74654(W)     ADJUSTED  
 MB2078* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 MB2078  ___________________________________________________________________
 MB2078  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 MB2078  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 MB2078
 MB2078  HORZ ORDER  -  THIRD
 MB2078
 MB2078.The horizontal coordinates were established by classical geodetic methods
 MB2078.and adjusted by the National Geodetic Survey in April 1998..
 MB2078.No horizontal observational check was made to the station.
 MB2078
 MB2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2078
 MB2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2078
 MB2078.The geoid height was determined by GEOID03.
 MB2078
 MB2078;                    North         East     Units Scale Factor Converg.
 MB2078;SPC OH N     -   251,978.772   748,187.174   MT  1.00005038   +1 10 25.0
 MB2078;UTM  17      - 4,641,158.427   523,752.829   MT  0.99960694   +0 11 29.0
 MB2078
 MB2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2078!SPC OH N     -   0.99997785  x   1.00005038  =   1.00002823
 MB2078!UTM  17      -   0.99997785  x   0.99960694  =   0.99958480
 MB2078
 MB2078                          SUPERSEDED SURVEY CONTROL
 MB2078
 MB2078  NAD 83(1986)-  41 55 19.29112(N)    080 42 48.74850(W) AD(       ) 3
 MB2078  NAD 27      -  41 55 19.09722(N)    080 42 49.44034(W) AD(       ) 3
 MB2078  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 MB2078
 MB2078.Superseded values are not recommended for survey control.
 MB2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2078.See file dsdata.txt to determine how the superseded data were derived.
 MB2078
 MB2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG2375341158(NAD 83)
 MB2078_MARKER: DD = SURVEY DISK
 MB2078_SETTING: 0 = UNSPECIFIED SETTING
 MB2078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2078
 MB2078  HISTORY     - Date     Condition        Report By
 MB2078  HISTORY     - 1974     MONUMENTED       USLS
 MB2078  HISTORY     - 19931028 MARK NOT FOUND   OHDT
 MB2078  HISTORY     - 19960519 MARK NOT FOUND   USPSQD
 MB2078
 MB2078                          STATION DESCRIPTION
 MB2078
 MB2078'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2078'THIRD ORDER, CLASS II EODM TRAVERSE STATION - POSITIONED DIRECT BY
 MB2078'RANGE/AZIMUTH OBSERVATIONS FROM ASHTABULA LSC 1974
 MB2078'
 MB2078'THE STATION IS LOCATED ABOUT 2.7 MILES EAST OF EAST ASHTABULA,
 MB2078'2.3 MILES WEST OF KINGSVILLE-ON-THE-LAKE, ON A ABANDONED, ONE LANE
 MB2078'BRIDGE ACROSS A SMALL STREAM.
 MB2078'
 MB2078'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 531
 MB2078'AND STATE ROUTE 193 NEAR KINGSVILLE-ON-THE-LAKE, PROCEED WEST
 MB2078'ON ROUTE 531, 0.8 MILES TO A UNMARKED DIRT ROAD, JUST PAST A
 MB2078'UNMARKED BRIDGE OVER A SMALL STREAM.  TURN RIGHT, NORTH, AND
 MB2078'PROCEED 0.1 MILES TO A DIRT PARKING AREA.  ON FOOT, PROCEED
 MB2078'EAST APPROXIMATELY 50 FEET TO THE BRIDGE REMAINS, AND THE
 MB2078'STATION.
 MB2078'
 MB2078'STATION MARK IS A STANDARD BLANK BRONZE DISK EPOXIED FLUSH NEAR
 MB2078'THE SOUTHWEST CORNER OF THE BRIDGE ROADBED, STAMPED BRIDGE
 MB2078'LSC HYDRO 1974, AND LOCATED 6.1 FEET FROM THE SOUTHWEST CORNER OF
 MB2078'THE ROADBED, 12.76 FEET FROM THE NORTHWEST CORNER OF THE ROADBED.
 MB2078'
 MB2078'NO REFERENCE MARKS WERE SET.  THE STATION AFFORDS EXCELLENT
 MB2078'VISABILITY TO THE SEA, BUT IS LIMITED BY TREES TO POINTS ALONG
 MB2078'THE SHORE.
 MB2078
 MB2078                          STATION RECOVERY (1993)
 MB2078
 MB2078'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2078'-----REPORT BY OHDT --------YEAR 1993--------CONDITION -NOT FOUND
 MB2078' 
 MB2078'FOUND DRILL HOLE WHERE DISK WAS EXPOSED BUT DISK WAS NO LONGER THERE.
 MB2078
 MB2078                          STATION RECOVERY (1996)
 MB2078
 MB2078'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1223 ***********************************************************************
 KY1223  DESIGNATION -  BRIDGE 43
 KY1223  PID         -  KY1223
 KY1223  STATE/COUNTY-  OH/STARK
 KY1223  USGS QUAD   -  CANTON WEST (1985)
 KY1223
 KY1223                         *CURRENT SURVEY CONTROL
 KY1223  ___________________________________________________________________
 KY1223* NAD 83(1986)-  40 51 36.     (N)    081 25 03.     (W)     SCALED    
 KY1223* NAVD 88     -       322.276  (meters)    1057.33   (feet)  ADJUSTED  
 KY1223  ___________________________________________________________________
 KY1223  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KY1223  DYNAMIC HT  -         322.127 (meters)    1056.85  (feet)  COMP
 KY1223  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 KY1223
 KY1223  VERT ORDER  -  FIRST     CLASS II
 KY1223
 KY1223.The horizontal coordinates were scaled from a topographic map and have
 KY1223.an estimated accuracy of +/- 6 seconds.
 KY1223
 KY1223.The orthometric height was determined by differential leveling
 KY1223.and adjusted by the National Geodetic Survey in June 1991..
 KY1223
 KY1223.The geoid height was determined by GEOID03.
 KY1223
 KY1223.The dynamic height is computed by dividing the NAVD 88
 KY1223.geopotential number by the normal gravity value computed on the
 KY1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1223.degrees latitude (g = 980.6199 gals.).
 KY1223
 KY1223.The modeled gravity was interpolated from observed gravity values.
 KY1223
 KY1223;                    North         East    Units  Estimated Accuracy
 KY1223;SPC OH N     -   133,080.      691,260.      MT  (+/- 180 meters Scaled)
 KY1223
 KY1223                          SUPERSEDED SURVEY CONTROL
 KY1223
 KY1223  NGVD 29 (??/??/92)  322.472  (m)         1057.98   (f) ADJ UNCH    1 2
 KY1223
 KY1223.Superseded values are not recommended for survey control.
 KY1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1223.See file dsdata.txt to determine how the superseded data were derived.
 KY1223
 KY1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF648233(NAD 83)
 KY1223_MARKER: Q = CHISELED SQUARE
 KY1223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1223_SP_SET: ABUTMENT
 KY1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1223
 KY1223  HISTORY     - Date     Condition        Report By
 KY1223  HISTORY     - 1935     MONUMENTED       CGS
 KY1223  HISTORY     - 1935     GOOD             NGS
 KY1223  HISTORY     - 19930427 MARK NOT FOUND   OHDT
 KY1223
 KY1223                          STATION DESCRIPTION
 KY1223
 KY1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY1223'1.6 MI S FROM NORTH CANTON.
 KY1223'1.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1223'STATION AT NORTH CANTON, STARK COUNTY, 0.5 MILE NORTH OF MILEPOST
 KY1223'21, BETWEEN POLE 21+21 AND 21+22, ABOUT 51 YARDS NORTHWEST OF THE
 KY1223'EBERHARD ROAD CROSSING, AT BRIDGE 421 (FORMERLY BRIDGE 43), ON THE
 KY1223'TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT, 9.8 FEET
 KY1223'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 3 FEET LOWER THAN THE
 KY1223'TRACK.  A 2-INCH OUTLINED CHISELED SQUARE.
 KY1223
 KY1223                          STATION RECOVERY (1993)
 KY1223
 KY1223'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY1223'----REPORT BY ODOT-----YEAR 1993--------CONDITION - NOT FOUND------
 KY1223' 
 KY1223'NOTE ** CORNER OF SANDSTONE ABUTMENT BROKEN OFF AND WORN AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1159 ***********************************************************************
 JY1159  DESIGNATION -  BRIDGE 515 A
 JY1159  PID         -  JY1159
 JY1159  STATE/COUNTY-  OH/FAYETTE
 JY1159  USGS QUAD   -  MILLEDGEVILLE (1979)
 JY1159
 JY1159                         *CURRENT SURVEY CONTROL
 JY1159  ___________________________________________________________________
 JY1159* NAD 83(1986)-  39 31 03.     (N)    083 31 09.     (W)     SCALED    
 JY1159* NAVD 88     -       302.360  (meters)     991.99   (feet)  ADJUSTED  
 JY1159  ___________________________________________________________________
 JY1159  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JY1159  DYNAMIC HT  -         302.196 (meters)     991.45  (feet)  COMP
 JY1159  MODELED GRAV-     980,074.1   (mgal)                       NAVD 88
 JY1159
 JY1159  VERT ORDER  -  SECOND    CLASS 0
 JY1159
 JY1159.The horizontal coordinates were scaled from a topographic map and have
 JY1159.an estimated accuracy of +/- 6 seconds.
 JY1159
 JY1159.The orthometric height was determined by differential leveling
 JY1159.and adjusted by the National Geodetic Survey in June 1991..
 JY1159
 JY1159.The geoid height was determined by GEOID03.
 JY1159
 JY1159.The dynamic height is computed by dividing the NAVD 88
 JY1159.geopotential number by the normal gravity value computed on the
 JY1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1159.degrees latitude (g = 980.6199 gals.).
 JY1159
 JY1159.The modeled gravity was interpolated from observed gravity values.
 JY1159
 JY1159;                    North         East    Units  Estimated Accuracy
 JY1159;SPC OH S     -   168,960.      512,370.      MT  (+/- 180 meters Scaled)
 JY1159
 JY1159                          SUPERSEDED SURVEY CONTROL
 JY1159
 JY1159  NGVD 29 (??/??/92)  302.539  (m)          992.58   (f) ADJ UNCH    2 0
 JY1159
 JY1159.Superseded values are not recommended for survey control.
 JY1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1159.See file dsdata.txt to determine how the superseded data were derived.
 JY1159
 JY1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD834772(NAD 83)
 JY1159_MARKER: DB = BENCH MARK DISK
 JY1159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY1159_SP_SET: BRIDGE
 JY1159_STAMPING: BRIDGE A
 JY1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1159
 JY1159  HISTORY     - Date     Condition        Report By
 JY1159  HISTORY     - UNK      MONUMENTED       CGS
 JY1159  HISTORY     - 1935     GOOD             NGS
 JY1159
 JY1159                          STATION DESCRIPTION
 JY1159
 JY1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY1159'4.3 MI W FROM WASHINGTON CH.
 JY1159'4.3 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE DETROIT, TOLEDO
 JY1159'AND IRONTON RAILROAD FREIGHT STATION AT WASHINGTON C.H., FAYETTE
 JY1159'COUNTY, 44 YARDS EAST OF THE EAST CITY LIMIT OF JASPER MILLS,
 JY1159'18.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF
 JY1159'THE SOUTHWEST HEADWALL OF BRIDGE F A 22+36, AND ABOUT ONE FOOT
 JY1159'ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED BRIDGE A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1254 ***********************************************************************
 MB1254  DESIGNATION -  BRIDGE A
 MB1254  PID         -  MB1254
 MB1254  STATE/COUNTY-  OH/CUYAHOGA
 MB1254  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB1254
 MB1254                         *CURRENT SURVEY CONTROL
 MB1254  ___________________________________________________________________
 MB1254* NAD 83(1986)-  41 28 13.     (N)    081 40 05.     (W)     SCALED    
 MB1254* NAVD 88     -       180.057  (meters)     590.74   (feet)  ADJUSTED  
 MB1254  ___________________________________________________________________
 MB1254  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 MB1254  DYNAMIC HT  -         179.985 (meters)     590.50  (feet)  COMP
 MB1254  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 MB1254
 MB1254  VERT ORDER  -  FIRST     CLASS II
 MB1254
 MB1254.The horizontal coordinates were scaled from a topographic map and have
 MB1254.an estimated accuracy of +/- 6 seconds.
 MB1254
 MB1254.The orthometric height was determined by differential leveling
 MB1254.and adjusted by the National Geodetic Survey in June 1991..
 MB1254
 MB1254.The geoid height was determined by GEOID03.
 MB1254
 MB1254.The dynamic height is computed by dividing the NAVD 88
 MB1254.geopotential number by the normal gravity value computed on the
 MB1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1254.degrees latitude (g = 980.6199 gals.).
 MB1254
 MB1254.The modeled gravity was interpolated from observed gravity values.
 MB1254
 MB1254;                    North         East    Units  Estimated Accuracy
 MB1254;SPC OH N     -   200,620.      669,490.      MT  (+/- 180 meters Scaled)
 MB1254
 MB1254                          SUPERSEDED SURVEY CONTROL
 MB1254
 MB1254  NGVD 29 (??/??/92)  180.266  (m)          591.42   (f) ADJ UNCH    1 2
 MB1254
 MB1254.Superseded values are not recommended for survey control.
 MB1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1254.See file dsdata.txt to determine how the superseded data were derived.
 MB1254
 MB1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF442911(NAD 83)
 MB1254_MARKER: Q = CHISELED SQUARE
 MB1254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1254_SP_SET: STEP
 MB1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1254
 MB1254  HISTORY     - Date     Condition        Report By
 MB1254  HISTORY     - UNK      MONUMENTED       CGS
 MB1254  HISTORY     - 1934     GOOD             NGS
 MB1254  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1254
 MB1254                          STATION DESCRIPTION
 MB1254
 MB1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MB1254'AT CLEVELAND.
 MB1254'AT CLEVELAND, CUYAHOGA COUNTY, ABOUT 200 YARDS SOUTHWEST OF THE
 MB1254'CLARK AVENUE BRIDGE OVER INDEPENDENCE AVENUE, AT THE WHEELING AND
 MB1254'LAKE ERIE RAILWAY BRIDGE OVER INDEPENDENCE AVENUE AND THE
 MB1254'ABANDONED CANAL, ON THE NORTHEAST CORNER OF THE FOURTH STEP FROM
 MB1254'THE BOTTOM OF THE EAST WING WALL, AND ABOUT 10 FEET LOWER THAN
 MB1254'THE TRACK.  A CHISELED SQUARE.
 MB1254
 MB1254                          STATION RECOVERY (1983)
 MB1254
 MB1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1254'NOT RECOVERED, THE CLARK AVENUE BRIDGE OVER INDEPENDENCE AVENUE HAS
 MB1254'BEEN REMOVED AND THE AREA IS NOW OWNED BY REPUBLIC STEEL.  NO EVIDENCE
 MB1254'OF A CHISELED SQUARE WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1270 ***********************************************************************
 MB1270  DESIGNATION -  BRIDGE B
 MB1270  PID         -  MB1270
 MB1270  STATE/COUNTY-  OH/SUMMIT
 MB1270  USGS QUAD   -  NORTHFIELD (1994)
 MB1270
 MB1270                         *CURRENT SURVEY CONTROL
 MB1270  ___________________________________________________________________
 MB1270* NAD 83(1986)-  41 20 07.     (N)    081 30 54.     (W)     SCALED    
 MB1270* NAVD 88     -       316.345  (meters)    1037.88   (feet)  ADJUSTED  
 MB1270  ___________________________________________________________________
 MB1270  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB1270  DYNAMIC HT  -         316.211 (meters)    1037.44  (feet)  COMP
 MB1270  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 MB1270
 MB1270  VERT ORDER  -  FIRST     CLASS II
 MB1270
 MB1270.The horizontal coordinates were scaled from a topographic map and have
 MB1270.an estimated accuracy of +/- 6 seconds.
 MB1270
 MB1270.The orthometric height was determined by differential leveling
 MB1270.and adjusted by the National Geodetic Survey in June 1991..
 MB1270.WARNING-Repeat measurements at this control monument indicate possible
 MB1270.vertical movement.
 MB1270
 MB1270.The geoid height was determined by GEOID03.
 MB1270
 MB1270.The dynamic height is computed by dividing the NAVD 88
 MB1270.geopotential number by the normal gravity value computed on the
 MB1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1270.degrees latitude (g = 980.6199 gals.).
 MB1270
 MB1270.The modeled gravity was interpolated from observed gravity values.
 MB1270
 MB1270;                    North         East    Units  Estimated Accuracy
 MB1270;SPC OH N     -   185,760.      682,450.      MT  (+/- 180 meters Scaled)
 MB1270
 MB1270                          SUPERSEDED SURVEY CONTROL
 MB1270
 MB1270  NGVD 29 (??/??/92)  316.520  (m)         1038.45   (f) ADJ UNCH    1 2
 MB1270
 MB1270.Superseded values are not recommended for survey control.
 MB1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1270.See file dsdata.txt to determine how the superseded data were derived.
 MB1270
 MB1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF569761(NAD 83)
 MB1270_MARKER: DB = BENCH MARK DISK
 MB1270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1270_SP_SET: BRIDGE
 MB1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1270
 MB1270  HISTORY     - Date     Condition        Report By
 MB1270  HISTORY     - UNK      MONUMENTED       CGS
 MB1270  HISTORY     - 1938     GOOD             NGS
 MB1270  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1270  HISTORY     - 19880827 GOOD             USPSQD
 MB1270
 MB1270                          STATION DESCRIPTION
 MB1270
 MB1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MB1270'1.5 MI N FROM MACEDONIA.
 MB1270'1.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MB1270'AT MACEDONIA, SUMMIT COUNTY, AT THE BRIDGE OVER LEDGE ROAD, ON THE
 MB1270'TOP OF THE SOUTHWEST COPING STONE, 8 FEET WEST OF THE WEST RAIL,
 MB1270'13 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 8 FEET
 MB1270'LOWER THAN THE TRACK.  A 2-INCH CHISELED SQUARE, NEAR THE
 MB1270'CHISELED LETTERS B.M.
 MB1270
 MB1270                          STATION RECOVERY (1983)
 MB1270
 MB1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1270'NOT RECOVERED, THE SOUTHWEST COPING STONE HAS BEEN CAPPED WITH
 MB1270'CONCRETE AND THE MARK WAS PROBABLY DESTROYED.
 MB1270
 MB1270                          STATION RECOVERY (1988)
 MB1270
 MB1270'RECOVERY NOTE BY US POWER SQUADRON 1988 (GHB)
 MB1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3219 ***********************************************************************
 KY3219  DESIGNATION -  BRIDGEPORT
 KY3219  PID         -  KY3219
 KY3219  STATE/COUNTY-  OH/BELMONT
 KY3219  USGS QUAD   -  LANSING (1994)
 KY3219
 KY3219                         *CURRENT SURVEY CONTROL
 KY3219  ___________________________________________________________________
 KY3219* NAD 83(1995)-  40 03 40.66717(N)    080 45 07.17006(W)     ADJUSTED  
 KY3219* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 KY3219  ___________________________________________________________________
 KY3219  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 KY3219  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY3219
 KY3219  HORZ ORDER  -  THIRD
 KY3219
 KY3219.The horizontal coordinates were established by classical geodetic methods
 KY3219.and adjusted by the National Geodetic Survey in April 1998..
 KY3219
 KY3219.The orthometric height was scaled from a topographic map.
 KY3219
 KY3219.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3219
 KY3219.The geoid height was determined by GEOID03.
 KY3219
 KY3219;                    North         East     Units Scale Factor Converg.
 KY3219;SPC OH S     -   230,282.437   749,127.145   MT  1.00000565   +1 06 32.9
 KY3219;SPC WV N     -   174,078.916   493,189.969   MT  0.99996955   -0 47 54.6
 KY3219;UTM  17      - 4,434,590.022   521,150.986   MT  0.99960551   +0 09 34.6
 KY3219
 KY3219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3219!SPC OH S     -   0.99994511  x   1.00000565  =   0.99995076
 KY3219!SPC WV N     -   0.99994511  x   0.99996955  =   0.99991466
 KY3219!UTM  17      -   0.99994511  x   0.99960551  =   0.99955064
 KY3219
 KY3219|---------------------------------------------------------------------|
 KY3219| PID    Reference Object                     Distance      Geod. Az  |
 KY3219|                                                           dddmmss.s |
 KY3219| CX3299 BRIDGEPORT RM 1                      21.601 METERS 17636     |
 KY3219| CX3298 BRIDGEPORT AZ MK                                   1995600.5 |
 KY3219| KY3213 BRIDGEPORT RAD STA KQE 49 TWR       APPROX. 1.0 KM 2171811.1 |
 KY3219| KY3215 BRIDGEPORT TV STA WTRF OLD TWR       10.629 METERS 25414     |
 KY3219| CX3300 BRIDGEPORT RM 2                      16.368 METERS 26526     |
 KY3219|---------------------------------------------------------------------|
 KY3219
 KY3219                          SUPERSEDED SURVEY CONTROL
 KY3219
 KY3219  NAD 83(1986)-  40 03 40.67573(N)    080 45 07.17722(W) AD(       ) 3
 KY3219  NAD 27      -  40 03 40.41680(N)    080 45 07.88630(W) AD(       ) 3
 KY3219
 KY3219.Superseded values are not recommended for survey control.
 KY3219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3219.See file dsdata.txt to determine how the superseded data were derived.
 KY3219
 KY3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2115134590(NAD 83)
 KY3219_MARKER: DS = TRIANGULATION STATION DISK
 KY3219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3219_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3219
 KY3219  HISTORY     - Date     Condition        Report By
 KY3219  HISTORY     - 1963     MONUMENTED       CGS
 KY3219
 KY3219                          STATION DESCRIPTION
 KY3219
 KY3219'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3219'THE STATION IS LOCATED ABOUT 2 MILES WEST OF WHEELING, ABOUT 3/4
 KY3219'MILE SOUTHWEST OF BRIDGEPORT, ON THE EAST SIDE OF THE WTRF-TV OLD
 KY3219'TOWER.  IT IS 70 FEET EAST-NORTHEAST OF THE SOUTH LEG OF THE NEW
 KY3219'TOWER, 63 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE NEW TOWER,
 KY3219'37 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL CONCRETE BLOCK
 KY3219'BUILDING, 30 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE OLD
 KY3219'TOWER, 22 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE OLD
 KY3219'TOWER, AND 3 FEET SOUTHWEST OF A WITNESS POST.  THE MONUMENT
 KY3219'PROJECTS 1 INCH AND THE DISK IS STAMPED BRIDGEPORT 1963.
 KY3219'
 KY3219'TO REACH FROM THE POST OFFICE IN BRIDGEPORT, WHICH IS 0.2 MILE
 KY3219'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 7 IN
 KY3219'BRIDGEPORT, GO SOUTH ON STATE HIGHWAY 7 FOR 0.05 MILE TO THE KIRKWOOD
 KY3219'PRESBYTERIAN CHURCH ON THE RIGHT.  TURN RIGHT AND GO WEST ON A
 KY3219'PAVED STREET FOR 0.05 MILE TO A CROSSROAD. TURN LEFT AND GO
 KY3219'SOUTHERLY ON A PAVED ROAD FOR 0.1 MILE TO A CROSSROAD.  CONTINUE
 KY3219'AHEAD SOUTH-SOUTHWEST ON COUNTY ROAD 30 FOR 0.9 MILE
 KY3219'TO THE TOP OF THE HILL AND A DRIVEWAY ON THE LEFT.* TURN SHARP
 KY3219'LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.1 MILE TO THE STATION ON
 KY3219'THE LEFT.
 KY3219'
 KY3219'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WESTERLY ON COUNTY
 KY3219'ROAD 30 FOR 1.45 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 KY3219'SOUTHEAST ON COUNTY ROAD 32 FOR 0.75 MILE TO A SIDE ROAD RIGHT.
 KY3219'TURN RIGHT AND CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO
 KY3219'A REVERSE Y-FORK.  CONTINUE AHEAD SOUTHERLY ON A GRAVELED ROAD FOR
 KY3219'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KY3219'
 KY3219'REFERENCE MARK 1 IS 60 FEET EAST OF THE NORTHEAST CORNER OF A
 KY3219'CONCRETE BLOCK BUILDING, 29 FEET SOUTHEAST OF THE SOUTHEAST
 KY3219'CORNER OF THE SMALL CONCRETE BLOCK BUILDING, AND 12 FEET NORTH OF
 KY3219'A POWER POLE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 KY3219'STAMPED BRIDGEPORT NO 1 1963.
 KY3219'
 KY3219'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRIDGEPORT NO 2 1963,
 KY3219'CEMENTED IN A DRILLED HOLE IN THE EAST SIDE OF THE NORTHWEST
 KY3219'CONCRETE FOOTING OF THE OLD TV TOWER.  THE FOOTING PROJECTS 30 INCHES.
 KY3219'
 KY3219'THE AZIMUTH MARK IS 13 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 KY3219'ROAD, 2 FEET SOUTHWEST OF A WITNESS POST, AND 1 FOOT WEST OF A
 KY3219'TELEPHONE POLE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 KY3219'STAMPED BRIDGEPORT 1963.
 KY3219'
 KY3219'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3213 ***********************************************************************
 KY3213  DESIGNATION -  BRIDGEPORT RAD STA KQE 49 TWR
 KY3213  PID         -  KY3213
 KY3213  STATE/COUNTY-  OH/BELMONT
 KY3213  USGS QUAD   -  LANSING (1994)
 KY3213
 KY3213                         *CURRENT SURVEY CONTROL
 KY3213  ___________________________________________________________________
 KY3213* NAD 83(1995)-  40 03 14.89965(N)    080 45 32.71624(W)     ADJUSTED  
 KY3213* NAVD 88     -                                                        
 KY3213  ___________________________________________________________________
 KY3213  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KY3213  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY3213
 KY3213  HORZ ORDER  -  THIRD
 KY3213
 KY3213.The horizontal coordinates were established by classical geodetic methods
 KY3213.and adjusted by the National Geodetic Survey in April 1998..
 KY3213
 KY3213
 KY3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3213
 KY3213.The geoid height was determined by GEOID03.
 KY3213
 KY3213;                    North         East     Units Scale Factor Converg.
 KY3213;SPC OH S     -   229,476.131   748,537.150   MT  1.00000418   +1 06 16.7
 KY3213;SPC WV N     -   173,292.725   492,573.482   MT  0.99996861   -0 48 10.8
 KY3213;UTM  17      - 4,433,793.922   520,547.950   MT  0.99960520   +0 09 18.1
 KY3213
 KY3213                          SUPERSEDED SURVEY CONTROL
 KY3213
 KY3213  NAD 83(1986)-  40 03 14.90782(N)    080 45 32.72368(W) AD(       ) 4
 KY3213  NAD 27      -  40 03 14.64500(N)    080 45 33.43400(W) AD(       ) 3
 KY3213
 KY3213.Superseded values are not recommended for survey control.
 KY3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3213.See file dsdata.txt to determine how the superseded data were derived.
 KY3213
 KY3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2054833794(NAD 83)
 KY3213_MARKER: 43 = RADIO/TV TOWER
 KY3213
 KY3213  HISTORY     - Date     Condition        Report By
 KY3213  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3213
 KY3213                          STATION DESCRIPTION
 KY3213
 KY3213'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3213'THE STATION IS THE RED LIGHT AT THE TOP OF THE TOWER, LOCATED
 KY3213'ABOUT 1-1/2 MILES SOUTHWEST OF BRIDGEPORT, 3 MILES NORTHWEST OF
 KY3213'BELLAIRE.  IT IS A 4 LEGGED SELF SUPPORTED STEEL TOWER
 KY3213'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE OVERALL
 KY3213'HEIGHT IS 100 FEET.
 KY3213'
 KY3213'TO REACH FROM THE POST OFFICE IN BRIDGEPORT 0.2 MILE SOUTH OF THE
 KY3213'JUNCTION OF STATE HIGHWAY 7 AND U.S. HIGHWAY 40 IN BRIDGEPORT, GO
 KY3213'SOUTH ON HIGHWAY 7 FOR 0.05 MILE TO THE KIRKWOOD PRESBYTERIAN
 KY3213'CHURCH ON THE RIGHT.  TURN RIGHT AND GO WEST ON A PAVED STREET FOR
 KY3213'0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTHERLY ON A PAVED
 KY3213'ROAD FOR 0.1 MILE TO A CROSSROAD.  CONTINUE AHEAD SOUTH-SOUTHWEST
 KY3213'ON BELMONT COUNTY ROAD 30 FOR 0.9 MILE TO A DRIVEWAY
 KY3213'ON THE LEFT LEADING TO A TV-TOWER.  CONTINUE WESTERLY ON COUNTY
 KY3213'ROAD 30 FOR 1.45 MILES TO A SIDE ROAD LEFT (BELMONT COUNTY ROAD
 KY3213'32).  TURN LEFT AND GO SOUTHEAST ON COUNTY ROAD 32 FOR 0.75 MILE
 KY3213'TO A SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD
 KY3213'FOR 0.25 MILE TO A REVERSE Y-FORK.  TURN SHARP RIGHT AND GO
 KY3213'NORTHWEST UP A STEEP HILL FOR 0.2 MILE TO THE TOWER.
 KY3213'
 KY3213'IT IS OWNED AND OPERATED BY THE AMERICAN TELEPHONE AND TELEGRAPH CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3214 ***********************************************************************
 KY3214  DESIGNATION -  BRIDGEPORT TV STA WTRF NEW TWR
 KY3214  PID         -  KY3214
 KY3214  STATE/COUNTY-  OH/BELMONT
 KY3214  USGS QUAD   -  LANSING (1994)
 KY3214
 KY3214                         *CURRENT SURVEY CONTROL
 KY3214  ___________________________________________________________________
 KY3214* NAD 83(1995)-  40 03 40.59786(N)    080 45 08.14152(W)     ADJUSTED  
 KY3214* NAVD 88     -                                                        
 KY3214  ___________________________________________________________________
 KY3214  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 KY3214  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY3214
 KY3214  HORZ ORDER  -  THIRD
 KY3214
 KY3214.The horizontal coordinates were established by classical geodetic methods
 KY3214.and adjusted by the National Geodetic Survey in April 1998..
 KY3214
 KY3214
 KY3214.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3214
 KY3214.The geoid height was determined by GEOID03.
 KY3214
 KY3214;                    North         East     Units Scale Factor Converg.
 KY3214;SPC OH S     -   230,279.854   749,104.168   MT  1.00000565   +1 06 32.3
 KY3214;SPC WV N     -   174,077.100   493,166.919   MT  0.99996955   -0 47 55.2
 KY3214;UTM  17      - 4,434,587.821   521,127.978   MT  0.99960550   +0 09 34.0
 KY3214
 KY3214                          SUPERSEDED SURVEY CONTROL
 KY3214
 KY3214  NAD 83(1986)-  40 03 40.60938(N)    080 45 08.14920(W) AD(       ) 4
 KY3214  NAD 27      -  40 03 40.34800(N)    080 45 08.85800(W) AD(       ) 3
 KY3214
 KY3214.Superseded values are not recommended for survey control.
 KY3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3214.See file dsdata.txt to determine how the superseded data were derived.
 KY3214
 KY3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2112834588(NAD 83)
 KY3214_MARKER: 43 = RADIO/TV TOWER
 KY3214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3214+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 KY3214
 KY3214  HISTORY     - Date     Condition        Report By
 KY3214  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3214  HISTORY     - 20040521 GOOD             USPSQD
 KY3214
 KY3214                          STATION DESCRIPTION
 KY3214
 KY3214'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3214'THE STATION IS THE CENTER OF THE BASE OF THE TOWER, LOCATED ON A
 KY3214'HIGH HILL ABOUT 3/4 MILE SOUTHWEST OF BRIDGEPORT OHIO, ABOUT 2
 KY3214'MILES WEST OF WHEELING.  IT IS A 3 LEGGED ALUMINUM
 KY3214'STRUCTURE PAINTED IN ALTERNATE SECTIONS WITH INTERNATIONAL ORANGE
 KY3214'AND WHITE, AND IS LOCATED AT THE NORTH SIDE OF THE TRANSMITTER
 KY3214'BUILDING.  THE OVERALL HEIGHT IS 740 FEET.
 KY3214'
 KY3214'TO REACH FROM THE POST OFFICE IN BRIDGEPORT, WHICH IS 0.2 MILE
 KY3214'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 7 IN
 KY3214'BRIDGEPORT, GO SOUTH ON STATE HIGHWAY 7 FOR 0.05 MILE TO THE KIRKWOOD
 KY3214'PRESBYTERIAN CHURCH ON THE RIGHT.  TURN RIGHT AND GO WEST ON A
 KY3214'PAVED STREET FOR 0.05 MILE TO A CROSSROAD. TURN LEFT AND GO
 KY3214'SOUTHERLY ON A PAVED ROAD FOR 0.1 MILE TO A CROSSROAD.  CONTINUE
 KY3214'AHEAD SOUTH-SOUTHWEST ON COUNTY ROAD 30 FOR 0.9 MILE
 KY3214'TO THE TOP OF THE HILL AND A DRIVEWAY ON THE LEFT.  TURN SHARP
 KY3214'LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.1 MILE TO THE STATION ON
 KY3214'THE LEFT, AT THE HIGHEST POINT OF THE HILL.
 KY3214'
 KY3214'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BRIDGEPORT
 KY3214'1963, THE DISTANCE BEING 23.122 METERS AND 75.86 FEET.
 KY3214
 KY3214                          STATION RECOVERY (2004)
 KY3214
 KY3214'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY3214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3215 ***********************************************************************
 KY3215  DESIGNATION -  BRIDGEPORT TV STA WTRF OLD TWR
 KY3215  PID         -  KY3215
 KY3215  STATE/COUNTY-  OH/BELMONT
 KY3215  USGS QUAD   -  LANSING (1994)
 KY3215
 KY3215                         *CURRENT SURVEY CONTROL
 KY3215  ___________________________________________________________________
 KY3215* NAD 83(1995)-  40 03 40.57354(N)    080 45 07.60169(W)     ADJUSTED  
 KY3215* NAVD 88     -                                                        
 KY3215  ___________________________________________________________________
 KY3215  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 KY3215  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY3215
 KY3215  HORZ ORDER  -  THIRD
 KY3215
 KY3215.The horizontal coordinates were established by classical geodetic methods
 KY3215.and adjusted by the National Geodetic Survey in April 1998..
 KY3215
 KY3215
 KY3215.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3215
 KY3215.The geoid height was determined by GEOID03.
 KY3215
 KY3215;                    North         East     Units Scale Factor Converg.
 KY3215;SPC OH S     -   230,279.352   749,116.974   MT  1.00000565   +1 06 32.6
 KY3215;SPC WV N     -   174,076.171   493,179.700   MT  0.99996955   -0 47 54.8
 KY3215;UTM  17      - 4,434,587.107   521,140.768   MT  0.99960550   +0 09 34.4
 KY3215
 KY3215                          SUPERSEDED SURVEY CONTROL
 KY3215
 KY3215  NAD 83(1986)-  40 03 40.57498(N)    080 45 07.60809(W) AD(       ) 4
 KY3215  NAD 27      -  40 03 40.32000(N)    080 45 08.33300(W) AD(       ) 3
 KY3215
 KY3215.Superseded values are not recommended for survey control.
 KY3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3215.See file dsdata.txt to determine how the superseded data were derived.
 KY3215
 KY3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE2114134587(NAD 83)
 KY3215_MARKER: 43 = RADIO/TV TOWER
 KY3215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3215+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 KY3215
 KY3215  HISTORY     - Date     Condition        Report By
 KY3215  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3215  HISTORY     - 20040521 GOOD             USPSQD
 KY3215
 KY3215                          STATION DESCRIPTION
 KY3215
 KY3215'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3215'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED ON A
 KY3215'HIGH HILL ABOUT 3/4 MILE SOUTHWEST OF BRIDGEPORT OHIO, ABOUT 2
 KY3215'MILES WEST OF WHEELING.  IT IS A 4 LEGGED ALUMINUM
 KY3215'STRUCTURE PAINTED IN ALTERNATE SECTIONS WITH INTERNATIONAL ORANGE
 KY3215'AND WHITE, AND IS LOCATED AT THE NORTH SIDE OF THE TRANSMITTER
 KY3215'BUILDING.  THE OVERALL HEIGHT IS 358 FEET.
 KY3215'
 KY3215'TO REACH FROM THE POST OFFICE IN BRIDGEPORT, WHICH IS 0.2 MILE
 KY3215'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 7 IN
 KY3215'BRIDGEPORT, GO SOUTH ON STATE HIGHWAY 7 FOR 0.05 MILE TO THE KIRKWOOD
 KY3215'PRESBYTERIAN CHURCH ON THE RIGHT.  TURN RIGHT AND GO WEST ON A
 KY3215'PAVED STREET FOR 0.05 MILE TO A CROSSROAD. TURN LEFT AND GO
 KY3215'SOUTHERLY ON A PAVED ROAD FOR 0.1 MILE TO A CROSSROAD.  CONTINUE
 KY3215'AHEAD SOUTH-SOUTHWEST ON COUNTY ROAD 30 FOR 0.9 MILE
 KY3215'TO THE TOP OF THE HILL AND A DRIVEWAY ON THE LEFT.  TURN SHARP
 KY3215'LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.1 MILE TO THE STATION ON
 KY3215'THE LEFT, AT THE HIGHEST POINT OF THE HILL.
 KY3215'
 KY3215'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BRIDGEPORT
 KY3215'1963, THE DISTANCE BEING 10.995 METERS AND 36.07 FEET.
 KY3215
 KY3215                          STATION RECOVERY (2004)
 KY3215
 KY3215'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY3215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3181 ***********************************************************************
 JZ3181  DESIGNATION -  BRIDGETOWN ST ALOYISIUS CH
 JZ3181  PID         -  JZ3181
 JZ3181  STATE/COUNTY-  OH/HAMILTON
 JZ3181  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3181
 JZ3181                         *CURRENT SURVEY CONTROL
 JZ3181  ___________________________________________________________________
 JZ3181* NAD 83(1995)-  39 09 29.28187(N)    084 37 25.03068(W)     ADJUSTED  
 JZ3181* NAVD 88     -                                                        
 JZ3181  ___________________________________________________________________
 JZ3181  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 JZ3181  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ3181
 JZ3181  HORZ ORDER  -  THIRD
 JZ3181
 JZ3181.The horizontal coordinates were established by classical geodetic methods
 JZ3181.and adjusted by the National Geodetic Survey in April 1998..
 JZ3181
 JZ3181
 JZ3181.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3181
 JZ3181.The geoid height was determined by GEOID03.
 JZ3181
 JZ3181;                    North         East     Units Scale Factor Converg.
 JZ3181;SPC OH S     -   130,726.177   416,475.912   MT  0.99994366   -1 20 50.9
 JZ3181;UTM  16      - 4,337,014.769   705,328.172   MT  1.00011914   +1 30 04.0
 JZ3181
 JZ3181                          SUPERSEDED SURVEY CONTROL
 JZ3181
 JZ3181  NAD 83(1995)-  39 09 29.28784(N)    084 37 25.03809(W) AD(       ) 4
 JZ3181  NAD 83(1986)-  39 09 29.28539(N)    084 37 25.04113(W) AD(       ) 4
 JZ3181  NAD 27      -  39 09 29.07300(N)    084 37 25.23700(W) AD(       ) 3
 JZ3181
 JZ3181.Superseded values are not recommended for survey control.
 JZ3181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3181.See file dsdata.txt to determine how the superseded data were derived.
 JZ3181
 JZ3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0532837015(NAD 83)
 JZ3181_MARKER: 91 = CHURCH CROSS
 JZ3181
 JZ3181  HISTORY     - Date     Condition        Report By
 JZ3181  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3181  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ3181
 JZ3181                          STATION DESCRIPTION
 JZ3181
 JZ3181'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3181'THIS IS AN INTERSECTION STATION.
 JZ3181'
 JZ3181'THE STATION IS LOCATED AT THE JUNCTION OF CINCINNATI LOUISVILLE PIKE
 JZ3181'AND CHURCH LANE. THE BUILDING IS CONSTRUCTED OF BUFF BRICK, WITH
 JZ3181'NATURAL GREY SLATE ROOF, AND WAS ERECTED IN 1912. IT IS 62.5 FEET NORT
 JZ3181'CL OF CINCINNATI LOUISVILLE PIKE, 135.0 FEET WEST OF CL OF
 JZ3181'CHURCH LANE.
 JZ3181'
 JZ3181'THE POINT INTERSECTED WAS A METAL CROSS GOLD ON TOP OF STEEPLE.
 JZ3181
 JZ3181                          STATION RECOVERY (2004)
 JZ3181
 JZ3181'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ3181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1087 ***********************************************************************
 MC1087  DESIGNATION -  BRIGHTON
 MC1087  PID         -  MC1087
 MC1087  STATE/COUNTY-  OH/LORAIN
 MC1087  USGS QUAD   -  BRIGHTON (1960)
 MC1087
 MC1087                         *CURRENT SURVEY CONTROL
 MC1087  ___________________________________________________________________
 MC1087* NAD 83(1995)-  41 10 19.97516(N)    082 20 01.20766(W)     ADJUSTED  
 MC1087* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 MC1087  ___________________________________________________________________
 MC1087  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 MC1087  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 MC1087
 MC1087  HORZ ORDER  -  FIRST
 MC1087
 MC1087.The horizontal coordinates were established by classical geodetic methods
 MC1087.and adjusted by the National Geodetic Survey in April 1998..
 MC1087
 MC1087.The orthometric height was scaled from a topographic map.
 MC1087
 MC1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1087
 MC1087.The geoid height was determined by GEOID03.
 MC1087
 MC1087;                    North         East     Units Scale Factor Converg.
 MC1087;SPC OH N     -   167,198.713   613,956.984   MT  0.99994080   +0 06 33.4
 MC1087;UTM  17      - 4,558,732.120   388,127.499   MT  0.99975403   -0 52 41.1
 MC1087
 MC1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1087!SPC OH N     -   0.99996101  x   0.99994080  =   0.99990182
 MC1087!UTM  17      -   0.99996101  x   0.99975403  =   0.99971505
 MC1087
 MC1087:                Primary Azimuth Mark                     Grid Az
 MC1087:SPC OH N     -  BRIGHTON AZ MK                           003 44 22.0
 MC1087:UTM  17      -  BRIGHTON AZ MK                           004 43 36.5
 MC1087
 MC1087|---------------------------------------------------------------------|
 MC1087| PID    Reference Object                     Distance      Geod. Az  |
 MC1087|                                                           dddmmss.s |
 MC1087| CE5807 BRIGHTON AZ MK                                     0035055.4 |
 MC1087| CE5810 BRIGHTON RM 3                        34.266 METERS 04221     |
 MC1087| CE5808 BRIGHTON RM 1                        34.497 METERS 15223     |
 MC1087| CE5809 BRIGHTON RM 2                        24.310 METERS 29013     |
 MC1087|---------------------------------------------------------------------|
 MC1087
 MC1087                          SUPERSEDED SURVEY CONTROL
 MC1087
 MC1087  NAD 83(1986)-  41 10 19.98259(N)    082 20 01.21796(W) AD(       ) 1
 MC1087  NAD 27      -  41 10 19.79575(N)    082 20 01.62685(W) AD(       ) 1
 MC1087
 MC1087.Superseded values are not recommended for survey control.
 MC1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1087.See file dsdata.txt to determine how the superseded data were derived.
 MC1087
 MC1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF8812758732(NAD 83)
 MC1087_MARKER: DS = TRIANGULATION STATION DISK
 MC1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1087
 MC1087  HISTORY     - Date     Condition        Report By
 MC1087  HISTORY     - 1959     MONUMENTED       CGS
 MC1087  HISTORY     - 1970     GOOD             OHHD
 MC1087  HISTORY     - 1970     GOOD             NGS
 MC1087  HISTORY     - 1971     GOOD             OHHD
 MC1087  HISTORY     - 19961004 MARK NOT FOUND   USPSQD
 MC1087
 MC1087                          STATION DESCRIPTION
 MC1087
 MC1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1087'THE STATION IS ABOUT 6.5 MILES WEST OF WELLINGTON, 1.25 MILES WEST OF
 MC1087'BRIGHTON, 3.75 MILES NORTH
 MC1087'OF ROCHESTER, 0.35 MILE EAST OF THE HURON-LORAIN COUNTY LINE, ON THE
 MC1087'NORTH SIDE OF STATE HIGHWAY 18, IN
 MC1087'T-3-N., R-19-W, BRIGHTON TOWNSHIP AND ON PROPERTY
 MC1087'OWNED BY MR. D.J. EIBNER WHO LIVES 0.25 MILE NORTH OF
 MC1087'THE STATION.
 MC1087'
 MC1087'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 511 AND 18
 MC1087'IN BRIGHTON, GO WEST ON STATE
 MC1087'HIGHWAY 18 FOR 1.25 MILES TO A CROSSROAD AND THE STATION IN THE
 MC1087'NORTHWEST ANGLE OF THE INTERSECTION OF
 MC1087'STATE HIGHWAY 18 AND GORE-ORPHANAGE ROAD.
 MC1087'
 MC1087'STATION MARKS ARE STANDARD DISKS STAMPED BRIGHTON 1959.  THE SURFACE
 MC1087'DISK IS SET IN A SQUARE
 MC1087'CONCRETE POST WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 MC1087'IS 100 FEET WEST OF THE CENTERLINE
 MC1087'OF GORE-ORPHANAGE ROAD, 53 FEET NORTH OF THE PAINTED CENTER
 MC1087'LINE OF STATE HIGHWAY 18 AND 46.5 FEET
 MC1087'SOUTHEAST OF THE SOUTHEAST CORNER OF A QUONSET
 MC1087'HUT.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MC1087'CONCRETE 32 INCHES BELOW THE
 MC1087'SURFACE OF THE GROUND.
 MC1087'
 MC1087'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRIGHTON NO 1 1959, IS
 MC1087'SET IN A SQUARE CONCRETE
 MC1087'POST WHICH PROJECTS 6 INCHES.  IT IS 56.5 FEET WEST OF THE CENTERLINE
 MC1087'OF GORE-ORPHANAGE ROAD, 44.5 FEET
 MC1087'SOUTH OF THE PAINTED CENTER LINE OF STATE HIGHWAY 18
 MC1087'AND 1.5 FEET WEST OF A POWERLINE POLE.
 MC1087'
 MC1087'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRIGHTON NO 2 1959, IS
 MC1087'CEMENTED IN A DRILL HOLE IN
 MC1087'THE SOUTHWEST CORNER OF THE FOUNDATION OF THE QUONSET HUT AND
 MC1087'PROJECTS 2 FEET.
 MC1087'
 MC1087'AZIMUTH MARK, A STANDARD DISK STAMPED BRIGHTON 1959, IS SET IN A
 MC1087'SQUARE CONCRETE POST WHICH
 MC1087'PROJECTS 6 INCHES.  IT IS 24 FEET EAST OF THE CENTERLINE OF
 MC1087'GORE-ORPHANAGE ROAD, 7.5 FEET
 MC1087'SOUTH OF AN EAST-WEST FENCELINE, 4.5 FEET NORTHEAST OF A TELEPHONE
 MC1087'POLE AND AT THE SOUTHWEST CORNER OF
 MC1087'A WOODED AREA.
 MC1087'
 MC1087'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD EAST OF THE STATION, GO
 MC1087'NORTH ON GORE-ORPHANAGE ROAD FOR 0.2 MILE
 MC1087'TO THE AZIMUTH MARK ON THE RIGHT.
 MC1087'
 MC1087'HEIGHT OF LIGHT ABOVE STATION MARK-34 METERS.
 MC1087
 MC1087                          STATION RECOVERY (1970)
 MC1087
 MC1087'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (WC)
 MC1087'STATION MARK STAMPED BRIGHTON IN GOOD CONDITION.  RM 1, 2, AND
 MC1087'AZIMUTH MARK ARE ALSO IN GOOD CONDITION.
 MC1087'
 MC1087'PLACED SIGN AND POST 1 DEG SOUTH OF NO. 1 MARKER.  STATION IS IN
 MC1087'CULTIVATED FIELD.
 MC1087
 MC1087                          STATION RECOVERY (1970)
 MC1087
 MC1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MC1087'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 MC1087'AND DIRECTION TO
 MC1087'THE REFERENCE MARKS CHECKED.  THE BUILDING WHERE
 MC1087'REFERENCE MARK 2 IS SET WILL BE
 MC1087'TORN DOWN IN THE NEAR FUTURE AND THE
 MC1087'MARK WAS DESTROYED AT THE REQUEST OF THE PROPERTY
 MC1087'OWNER.  A REFERENCE
 MC1087'MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS-
 MC1087'
 MC1087'THE STATION IS LOCATED ABOUT 6-1/2 MILES WEST OF WELLINGTON, ON THE
 MC1087'PROPERTY OF MR.
 MC1087'D.J. EIBNER, 52 FEET NORTH OF THE CENTERLINE OF STATE
 MC1087'HIGHWAY 18, 100 FEET WEST OF THE
 MC1087'CENTERLINE OF GORE ORPHANAGE ROAD, 108
 MC1087'FEET SOUTHWEST OF A POWER POLE, 70 FEET EAST OF THE
 MC1087'EXTENDED CENTERLINE
 MC1087'OF A DRIVEWAY AND 114 FEET NORTHWEST OF A METAL WITNESS POST.  THE
 MC1087'MONUMENT IS ABOUT
 MC1087'12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 MC1087'BRIGHTON 1959.
 MC1087'
 MC1087'TO REACH THE STATION FROM THE JUNCITON OF STATE HIGHWAYS 511 AND
 MC1087'18 AT BRIGHTON, GO
 MC1087'WEST ON HIGHWAY 18 FOR 1.25 MILES TO A CROSSROAD AND
 MC1087'THE STATION IN THE NORTHWEST ANGLE OF
 MC1087'THE INTERSECTION.
 MC1087'
 MC1087'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GORE
 MC1087'ORPHANAGE ROAD FOR
 MC1087'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MC1087'
 MC1087'REFERENCE MARK 1 IS 44 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 MC1087'1 FOOT WEST OF A
 MC1087'POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST
 MC1087'AND 56 FEET WEST OF THE CENTERLINE
 MC1087'OF THE ROAD.  THE MONUMENT PROJECTS
 MC1087'10 INCHES AND THE DISK IS STAMPED BRIGHTON NO 1 1959.
 MC1087'
 MC1087'REFERENCE MARK 3 IS 4 FEET NORTH OF A POWER POLE, 1 FOOT SOUTH
 MC1087'OF A METAL WITNESS
 MC1087'POST, 20 FEET WEST OF THE CENTERLINE OF THE ROAD
 MC1087'AND 141 FEET NORTH OF THE CENTERLINE
 MC1087'OF THE HIGHWAY.  THE MONUMENT PROJECTS
 MC1087'4 INCHES AND THE DISK IS STAMPED BRIGHTON 1959 NO 3
 MC1087'1970.
 MC1087'
 MC1087'THE AZIMUTH MARK IS 4 FEET NORTHEAST OF A TELEPHONE POLE, 23
 MC1087'FEET EAST OF THE
 MC1087'CENTERLINE OF THE ROAD, 6 FEET SOUTHWEST OF A 6 INCH
 MC1087'PIN OAK TREE AND 5 FEET NORTHWEST
 MC1087'OF A 23 INCH TWIN ELM STUMP PROJECTING
 MC1087'ABOUT 14 FEET.  THE MONUMENT PROJECTS 4 INCHES AND
 MC1087'THE DISK IS
 MC1087'STAMPED BRIGHTON 1959.
 MC1087'
 MC1087'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-1-1/4 MILES WEST OF
 MC1087'BRIGHTON
 MC1087'
 MC1087'HEIGHT OF LIGHT ABOVE STATION MARK-2 METERS.
 MC1087
 MC1087                          STATION RECOVERY (1971)
 MC1087
 MC1087'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (ROS)
 MC1087'BRIGHTON 1959 GOOD
 MC1087'NO WITNESS IN FIELD.
 MC1087'BRIGHTON NO 1 1959 GOOD HAS WITNESS
 MC1087'POST.
 MC1087'BRIGHTON NO. 2 1959 DESTROYED.
 MC1087'BRIGHTON NO. 3 1970 GOOD SET BY FLOYD STEWERT HAS WITNESS.
 MC1087'
 MC1087'DESCRIPTION ACCURATE.
 MC1087'
 MC1087'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.5 MILES W OF
 MC1087'WELLINGTON
 MC1087
 MC1087                          STATION RECOVERY (1996)
 MC1087
 MC1087'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC1087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2681 ***********************************************************************
 MB2681  DESIGNATION -  BRIMFIELD 2
 MB2681  PID         -  MB2681
 MB2681  STATE/COUNTY-  OH/PORTAGE
 MB2681  USGS QUAD   -  SUFFIELD (1994)
 MB2681
 MB2681                         *CURRENT SURVEY CONTROL
 MB2681  ___________________________________________________________________
 MB2681* NAD 83(1995)-  41 06 39.02989(N)    081 20 41.28379(W)     ADJUSTED  
 MB2681* NAVD 88     -       362.8    (meters)    1190.     (feet)  VERTCON   
 MB2681  ___________________________________________________________________
 MB2681  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MB2681  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB2681
 MB2681  HORZ ORDER  -  FIRST
 MB2681
 MB2681.The horizontal coordinates were established by classical geodetic methods
 MB2681.and adjusted by the National Geodetic Survey in April 1998..
 MB2681
 MB2681.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2681
 MB2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2681
 MB2681.The geoid height was determined by GEOID03.
 MB2681
 MB2681;                    North         East     Units Scale Factor Converg.
 MB2681;SPC OH N     -   161,012.411   697,021.158   MT  0.99993942   +0 45 32.1
 MB2681;UTM  17      - 4,551,118.929   471,050.313   MT  0.99961031   -0 13 36.2
 MB2681
 MB2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2681!SPC OH N     -   0.99994834  x   0.99993942  =   0.99988777
 MB2681!UTM  17      -   0.99994834  x   0.99961031  =   0.99955867
 MB2681
 MB2681|---------------------------------------------------------------------|
 MB2681| PID    Reference Object                     Distance      Geod. Az  |
 MB2681|                                                           dddmmss.s |
 MB2681| MB2680 BRIMFIELD RM 1                       31.853 METERS 01533     |
 MB2681| MB2596 KENT RAD STA WKNT MAST              APPROX. 6.5 KM 0314502.2 |
 MB2681| MB2591 KENT PORTAGE TELERAMA MAST          APPROX. 6.4 KM 0362016.4 |
 MB2681| MB2678 BRIMFIELD MUN TANK                  APPROX. 2.6 KM 1704014.6 |
 MB2681| AI9784 BRIMFIELD 2 RM 3                     22.040 METERS 18430     |
 MB2681| MB2750 STOW                                APPROX. 9.2 KM 3215726.4 |
 MB2681| MB2630 KENT MUN TANK                       APPROX. 5.7 KM 3435854.4 |
 MB2681| MB2619 KENT KSU TANK                       APPROX. 4.3 KM 3551550.1 |
 MB2681| MB2617 KENT KSU S STACK                    APPROX. 4.5 KM 3565847.5 |
 MB2681|---------------------------------------------------------------------|
 MB2681
 MB2681                          SUPERSEDED SURVEY CONTROL
 MB2681
 MB2681  NAD 83(1986)-  41 06 39.03717(N)    081 20 41.28742(W) AD(       ) 1
 MB2681  NAD 27      -  41 06 38.82919(N)    081 20 41.90137(W) AD(       ) 1
 MB2681  NGVD 29 (07/19/86)  363.0    (m)         1191.     (f) VERT ANG       
 MB2681
 MB2681.Superseded values are not recommended for survey control.
 MB2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2681.See file dsdata.txt to determine how the superseded data were derived.
 MB2681
 MB2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7105051119(NAD 83)
 MB2681_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2681
 MB2681  HISTORY     - Date     Condition        Report By
 MB2681  HISTORY     - 1977     MONUMENTED       NGS
 MB2681  HISTORY     - 1978     GOOD             NGS
 MB2681
 MB2681                          STATION DESCRIPTION
 MB2681
 MB2681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2681'THE STATION IS ABOUT 1 MILE NORTH OF BRIMFIELD, 1/4 MILE EAST
 MB2681'OF STATE HIGHWAY 43, 1/4 MILE NORTH OF INTERSTATE HIGHWAY 76,
 MB2681'NEAR A HOUSING PROJECT AND ON PROPERTY OWNED BY MR. LOUIS STILE,
 MB2681'839 EAST MARKET STREET, AKRON, OHIO 44305.
 MB2681'
 MB2681'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 76
 MB2681'AND STATE HIGHWAY 43 JUST NORTH OF BRIMFIELD, GO NORTH ON
 MB2681'HIGHWAY 43 FOR 0.05 MILE TO A PAVED CROSSROAD.  TURN RIGHT
 MB2681'CROSSING EXIT RAMP OF INTERSTATE HIGHWAY 76 AND GO EAST ON
 MB2681'EDISON ROAD FOR 0.2 MILE TO THE TOP OF A GRADE AND A GRAVELED
 MB2681'DRIVEWAY ON THE LEFT JUST BEFORE REACHING THE HOUSING COMPLEX.
 MB2681'TURN LEFT AND GO NORTHWEST ON THE GRAVELED DRIVEWAY FOR 0.1
 MB2681'MILE TO THE STATION.
 MB2681'
 MB2681'STATION MARKS, STAMPED---BRIMFIELD 2 1977---, ARE STANDARD DISKS.
 MB2681'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 MB2681'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 42.2 FEET
 MB2681'NORTHWEST OF THE NORTHWEST CORNER OF A PUMPHOUSE AND 33 FEET
 MB2681'SOUTHEAST OF A TWIN TRUNKED OAK TREE.  THE UNDERGROUND DISK IS
 MB2681'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 MB2681'SURFACE.
 MB2681'
 MB2681'REFERENCE MARK 1, STAMPED---BRIMFIELD NO 1 1950---, IS A
 MB2681'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MB2681'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 85
 MB2681'FEET WEST OF THE WEST END OF A CONCRETE STREET, 6 FEET EAST OF
 MB2681'A TWIN TRUNKED MAPLE TREE AND ABOUT 1 FOOT LOWER THAN THE
 MB2681'STATION.
 MB2681'
 MB2681'REFERENCE MARK 3, STAMPED---BRIMFIELD 2 NO 3 1977---, IS A
 MB2681'STANDARD DISK, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 MB2681'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 51.4 FEET SOUTH
 MB2681'OF THE SOUTHWEST CORNER OF THE PUMPHOUSE AND ABOUT 1 FOOT LOWER
 MB2681'THAN THE STATION.
 MB2681'
 MB2681'AZIMUTH MARK, STAMPED---BRIMFIELD 1950---, IS A STANDARD DISK
 MB2681'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MB2681'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 30 FEET EAST OF THE
 MB2681'CENTER OF HIGHWAY 43 AND 4 FEET NORTH OF POWER LINE POLE
 MB2681'NUMBERED 20.  THIS MARK WILL NOT SEE THE STATION FROM THE
 MB2681'GROUND OR THE TOWER.
 MB2681'
 MB2681'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF INTERSTATE
 MB2681'HIGHWAY 76 AND STATE HIGHWAY 43, GO NORTH ON HIGHWAY 43 FOR
 MB2681'0.75 MILE TO THE MARK ON THE RIGHT.
 MB2681'
 MB2681'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES
 MB2681'ON LINE.
 MB2681'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.4 METERS.
 MB2681'
 MB2681'DESCRIBED BY V. WILSON.
 MB2681
 MB2681                          STATION RECOVERY (1978)
 MB2681
 MB2681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MB2681'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.  THE SURFACE
 MB2681'STATION MARK WAS FOUND DISTURBED BY GRADING AND IN THE WAY OF
 MB2681'CONSTRUCTION.  REFERENCE MARKS 1 AND 3 WERE NOT FOUND AND ASSUMED
 MB2681'DESTROYED BY CONSTRUCTION.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS
 MB2681'OBSTRUCTED BY BUILDINGS AND TREES.  A NEW STATION BRIMFIELD 3 1978
 MB2681'WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2678 ***********************************************************************
 MB2678  DESIGNATION -  BRIMFIELD MUN TANK
 MB2678  PID         -  MB2678
 MB2678  STATE/COUNTY-  OH/PORTAGE
 MB2678  USGS QUAD   -  SUFFIELD (1994)
 MB2678
 MB2678                         *CURRENT SURVEY CONTROL
 MB2678  ___________________________________________________________________
 MB2678* NAD 83(1995)-  41 05 17.06293(N)    081 20 23.48596(W)     ADJUSTED  
 MB2678* NAVD 88     -                                                        
 MB2678  ___________________________________________________________________
 MB2678  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 MB2678  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB2678
 MB2678  HORZ ORDER  -  THIRD
 MB2678
 MB2678.The horizontal coordinates were established by classical geodetic methods
 MB2678.and adjusted by the National Geodetic Survey in April 1998..
 MB2678
 MB2678
 MB2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2678
 MB2678.The geoid height was determined by GEOID03.
 MB2678
 MB2678;                    North         East     Units Scale Factor Converg.
 MB2678;SPC OH N     -   158,489.714   697,469.982   MT  0.99993920   +0 45 43.8
 MB2678;UTM  17      - 4,548,589.718   471,455.546   MT  0.99961003   -0 13 24.1
 MB2678
 MB2678                          SUPERSEDED SURVEY CONTROL
 MB2678
 MB2678  NAD 83(1986)-  41 05 17.06972(N)    081 20 23.48963(W) AD(       ) 4
 MB2678  NAD 27      -  41 05 16.86241(N)    081 20 24.10358(W) AD(       ) 3
 MB2678
 MB2678.Superseded values are not recommended for survey control.
 MB2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2678.See file dsdata.txt to determine how the superseded data were derived.
 MB2678
 MB2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7145648590(NAD 83)
 MB2678_MARKER: Z = SEE DESCRIPTION
 MB2678_SETTING: 0 = UNSPECIFIED SETTING
 MB2678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2678
 MB2678  HISTORY     - Date     Condition        Report By
 MB2678  HISTORY     - 1977     MONUMENTED       NGS
 MB2678
 MB2678                          STATION DESCRIPTION
 MB2678
 MB2678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2678'THE STATION IS THE APEX OF VENT ATOP THE BRIMFIELD MUNICIPAL
 MB2678'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP
 MB2678'AND CONICAL BOTTOM, SUPPORTED BY THREE TUBULAR LEGS.  IT IS
 MB2678'WHITE IN COLOR AND APPROXIMATELY 110 FEET HIGH.
 MB2678'
 MB2678'IT IS LOCATED ABOUT 0.9 MILE SOUTH-SOUTHEAST OF THE CENTER OF
 MB2678'BRIMFIELD, 0.35 MILE EAST OF STATE HIGHWAY 43, AND 0.1 MILE
 MB2678'NORTH OF FAIRWOOD ROAD.
 MB2678'
 MB2678'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3263 ***********************************************************************
 AE3263  DESIGNATION -  BRINK
 AE3263  PID         -  AE3263
 AE3263  STATE/COUNTY-  OH/MONTGOMERY
 AE3263  USGS QUAD   -  DAYTON NORTH (1996)
 AE3263
 AE3263                         *CURRENT SURVEY CONTROL
 AE3263  ___________________________________________________________________
 AE3263* NAD 83(1995)-  39 51 48.13148(N)    084 08 41.04547(W)     ADJUSTED  
 AE3263* NAVD 88     -       278.4    (meters)     913.     (feet)  GPS OBS   
 AE3263  ___________________________________________________________________
 AE3263  X           -     500,146.418 (meters)                     COMP
 AE3263  Y           -  -4,877,055.262 (meters)                     COMP
 AE3263  Z           -   4,066,509.901 (meters)                     COMP
 AE3263  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AE3263  ELLIP HEIGHT-         245.29  (meters)          (10/07/05) GPS OBS
 AE3263  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AE3263
 AE3263  HORZ ORDER  -  FIRST
 AE3263  ELLP ORDER  -  FOURTH    CLASS I
 AE3263
 AE3263.The horizontal coordinates were established by GPS observations
 AE3263.and adjusted by the National Geodetic Survey in September 1997..
 AE3263
 AE3263.The orthometric height was determined by GPS observations and a
 AE3263.high-resolution geoid model.
 AE3263
 AE3263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3263
 AE3263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3263
 AE3263.The ellipsoidal height was determined by GPS observations
 AE3263.and is referenced to NAD 83.
 AE3263
 AE3263.The geoid height was determined by GEOID03.
 AE3263
 AE3263;                    North         East     Units Scale Factor Converg.
 AE3263;SPC OH S     -   208,144.283   459,282.112   MT  0.99997080   -1 02 37.0
 AE3263;UTM  16      - 4,416,495.052   744,227.871   MT  1.00033438   +1 49 51.6
 AE3263
 AE3263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3263!SPC OH S     -   0.99996152  x   0.99997080  =   0.99993232
 AE3263!UTM  16      -   0.99996152  x   1.00033438  =   1.00029589
 AE3263
 AE3263|---------------------------------------------------------------------|
 AE3263| PID    Reference Object                     Distance      Geod. Az  |
 AE3263|                                                           dddmmss.s |
 AE3263| AE3266 BRINK AZ MK                         269.552 METERS 27419     |
 AE3263|---------------------------------------------------------------------|
 AE3263
 AE3263                          SUPERSEDED SURVEY CONTROL
 AE3263
 AE3263  ELLIP H (09/11/97)  245.38   (m)                       GP(       ) 4 1
 AE3263
 AE3263.Superseded values are not recommended for survey control.
 AE3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3263.See file dsdata.txt to determine how the superseded data were derived.
 AE3263
 AE3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4422816495(NAD 83)
 AE3263_MARKER: DD = SURVEY DISK
 AE3263_SETTING: 0 = UNSPECIFIED SETTING
 AE3263_STAMPING: BRINK
 AE3263_MARK LOGO: CODDOP
 AE3263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3263+STABILITY: SURFACE MOTION
 AE3263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3263+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3263
 AE3263  HISTORY     - Date     Condition        Report By
 AE3263  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3263
 AE3263                          STATION DESCRIPTION
 AE3263
 AE3263'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3263'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM INTERSECTION OF I-70
 AE3263'AND RT. 202 IN HUBER HEIGHTS GO SOUTH ALONG RT. 202 FOR 0.5 MI (0.8
 AE3263'KM) TO TAYLORSVILLE RD GO WEST ALONG TAYLORSVILLE RD FOR 0.3 MI (0.5
 AE3263'KM) TO DIAL RD AND STATION ON THE RIGHT. STATION IS A BRONZE DISK IN
 AE3263'CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED
 AE3263'BRINK, AND IS FLUSH WITH THE SURFACE OF THE GROUND. STATION IS LOCATED
 AE3263'WEST OF RAYS DRIVE THRU, 107.8 FT (32.9 M) EAST FROM THE CENTERLINE
 AE3263'ASPALT DRIVE, 2.9 FT (0.9 M) NORTH FROM TAYLORSVILLE RD EDGE OF
 AE3263'PAVEMENT, AND 17.5 FT (5.3 M) WEST OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3266 ***********************************************************************
 AE3266  DESIGNATION -  BRINK AZ MK
 AE3266  PID         -  AE3266
 AE3266  STATE/COUNTY-  OH/MONTGOMERY
 AE3266  USGS QUAD   -  DAYTON NORTH (1996)
 AE3266
 AE3266                         *CURRENT SURVEY CONTROL
 AE3266  ___________________________________________________________________
 AE3266* NAD 83(1995)-  39 51 48.78927(N)    084 08 52.35443(W)     ADJUSTED  
 AE3266* NAVD 88     -       262.2    (meters)     860.     (feet)  GPS OBS   
 AE3266  ___________________________________________________________________
 AE3266  X           -     499,876.423 (meters)                     COMP
 AE3266  Y           -  -4,877,057.324 (meters)                     COMP
 AE3266  Z           -   4,066,515.052 (meters)                     COMP
 AE3266  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AE3266  ELLIP HEIGHT-         229.03  (meters)          (10/07/05) GPS OBS
 AE3266  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AE3266
 AE3266  HORZ ORDER  -  FIRST
 AE3266  ELLP ORDER  -  FOURTH    CLASS I
 AE3266
 AE3266.The horizontal coordinates were established by GPS observations
 AE3266.and adjusted by the National Geodetic Survey in September 1997..
 AE3266
 AE3266.The orthometric height was determined by GPS observations and a
 AE3266.high-resolution geoid model.
 AE3266
 AE3266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3266
 AE3266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3266
 AE3266.The ellipsoidal height was determined by GPS observations
 AE3266.and is referenced to NAD 83.
 AE3266
 AE3266.The geoid height was determined by GEOID03.
 AE3266
 AE3266;                    North         East     Units Scale Factor Converg.
 AE3266;SPC OH S     -   208,169.466   459,013.747   MT  0.99997082   -1 02 44.2
 AE3266;UTM  16      - 4,416,506.750   743,958.483   MT  1.00033276   +1 49 44.4
 AE3266
 AE3266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3266!SPC OH S     -   0.99996407  x   0.99997082  =   0.99993489
 AE3266!UTM  16      -   0.99996407  x   1.00033276  =   1.00029682
 AE3266
 AE3266|---------------------------------------------------------------------|
 AE3266| PID    Reference Object                     Distance      Geod. Az  |
 AE3266|                                                           dddmmss.s |
 AE3266| AE3263 BRINK                               269.552 METERS 09419     |
 AE3266|---------------------------------------------------------------------|
 AE3266
 AE3266                          SUPERSEDED SURVEY CONTROL
 AE3266
 AE3266  ELLIP H (09/11/97)  229.12   (m)                       GP(       ) 4 1
 AE3266
 AE3266.Superseded values are not recommended for survey control.
 AE3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3266.See file dsdata.txt to determine how the superseded data were derived.
 AE3266
 AE3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4395816507(NAD 83)
 AE3266_MARKER: DD = SURVEY DISK
 AE3266_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3266_STAMPING: BRINK AZ
 AE3266_MARK LOGO: CODDOP
 AE3266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3266+STABILITY: SURFACE MOTION
 AE3266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3266+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3266
 AE3266  HISTORY     - Date     Condition        Report By
 AE3266  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3266
 AE3266                          STATION DESCRIPTION
 AE3266
 AE3266'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3266'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3266'I-70 AND RT. 202 IN HUBER HEIGHTS GO SOUTH ALONG RT. 202 FOR 0.5 MI
 AE3266'(0.8 KM) TO TAYLORSVILLE RD. GO WEST ON TAYLORSVILLE RD. FOR 0.5 MI
 AE3266'(0.8 KM) TO WILDCAT RD. AND STATION ON RIGHT. STATION IS A BRONZE DISK
 AE3266'IN CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED
 AE3266'BRINK AZ, AND IS FLUSH WITH THE SURFACE OF THE GROUND. STATION IS
 AE3266'LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION, 38.6 FT (11.8 M)
 AE3266'WEST FROM THE CENTERLINE OF WILDCAT RD, 16.7 FT (5.1 M) SOUTHWEST FROM
 AE3266'THE MOST SOUTHERN PROPERTY FENCE POST, AND 13.2 FT (4.0 M) NORTH FROM
 AE3266'TAYLORSVILLE RD EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1724 ***********************************************************************
 MC1724  DESIGNATION -  BRINT
 MC1724  PID         -  MC1724
 MC1724  STATE/COUNTY-  OH/LUCAS
 MC1724  USGS QUAD   -  SYLVANIA (1980)
 MC1724
 MC1724                         *CURRENT SURVEY CONTROL
 MC1724  ___________________________________________________________________
 MC1724* NAD 83(1995)-  41 42 18.72873(N)    083 41 48.57179(W)     ADJUSTED  
 MC1724* NAVD 88     -       202.7    (meters)     665.     (feet)  GPS OBS   
 MC1724  ___________________________________________________________________
 MC1724  X           -     523,582.360 (meters)                     COMP
 MC1724  Y           -  -4,740,141.804 (meters)                     COMP
 MC1724  Z           -   4,221,325.983 (meters)                     COMP
 MC1724  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 MC1724  ELLIP HEIGHT-         167.46  (meters)          (10/07/05) GPS OBS
 MC1724  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1724
 MC1724  HORZ ORDER  -  FIRST
 MC1724  ELLP ORDER  -  FOURTH    CLASS I
 MC1724
 MC1724.The horizontal coordinates were established by GPS observations
 MC1724.and adjusted by the National Geodetic Survey in April 1998..
 MC1724
 MC1724.The orthometric height was determined by GPS observations and a
 MC1724.high-resolution geoid model.
 MC1724
 MC1724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1724
 MC1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1724
 MC1724.The ellipsoidal height was determined by GPS observations
 MC1724.and is referenced to NAD 83.
 MC1724
 MC1724.The geoid height was determined by GEOID03.
 MC1724
 MC1724;                    North         East     Units Scale Factor Converg.
 MC1724;SPC OH N     -   227,061.560   500,388.773   MT  1.00000101   -0 47 10.5
 MC1724;SPC MI S     -    23,016.272 4,055,758.184   MT  1.00011679   +0 27 21.0
 MC1724;SPC MI S     -    75,512.70 13,306,293.25   iFT  1.00011679   +0 27 21.0
 MC1724;UTM  17      - 4,620,560.629   275,617.785   MT  1.00021961   -1 47 41.8
 MC1724
 MC1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1724!SPC OH N     -   0.99997374  x   1.00000101  =   0.99997475
 MC1724!SPC MI S     -   0.99997374  x   1.00011679  =   1.00009052
 MC1724!UTM  17      -   0.99997374  x   1.00021961  =   1.00019334
 MC1724
 MC1724                          SUPERSEDED SURVEY CONTROL
 MC1724
 MC1724  ELLIP H (04/01/98)  167.51   (m)                       GP(       ) 4 1
 MC1724  NAD 83(1995)-  41 42 18.72868(N)    083 41 48.57173(W) AD(       ) 1
 MC1724  NAD 83(1986)-  41 42 18.73958(N)    083 41 48.58607(W) AD(       ) 1
 MC1724
 MC1724.Superseded values are not recommended for survey control.
 MC1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1724.See file dsdata.txt to determine how the superseded data were derived.
 MC1724
 MC1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7561820561(NAD 83)
 MC1724_MARKER: DD = SURVEY DISK
 MC1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1724_SP_SET: CONCRETE POST
 MC1724_STAMPING: BRINT 1993
 MC1724_MARK LOGO: OH-095
 MC1724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1724+STABILITY: SURFACE MOTION
 MC1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1724+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2004
 MC1724
 MC1724  HISTORY     - Date     Condition        Report By
 MC1724  HISTORY     - 1993     MONUMENTED       OH-095
 MC1724  HISTORY     - 20040626 GOOD             USPSQD
 MC1724
 MC1724                          STATION DESCRIPTION
 MC1724
 MC1724'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1724'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO IN THE CITY OF SYLVANIA.
 MC1724'TO REACH THE STATION FROM THE INTERSECTION OF MONROE STREET AND SOUTH
 MC1724'MAIN STREET PROCEED SOUTH ALONG SOUTH MAIN STREET 0.8 MILES TO ITS
 MC1724'INTERSECTION WITH BRINT ROAD AND THE STATION ON THE LEFT IN THE GRASS
 MC1724'STRIP IN FRONT OF A BRICK PUMPING STATION 4990.
 MC1724'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1724'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 0.1 FEET BELOW GROUND
 MC1724'SURFACE AND IS STAMPED --BRINT 1993--.
 MC1724'THE STATION IS 30.5 FEET SOUTHEAST FROM A NAIL AND SHINER IN THE
 MC1724'SOUTHEAST FACE OF A POWER POLE LOCATED NORTH OF THE INTERSECTION,
 MC1724'15.5 FEET NORTHWEST FROM A NAIL AND SHINER IN THE WEST FACE OF A
 MC1724'POLE, AND 11.9 FEET NORTHEAST FROM A NAIL AND SHINER IN THE NORTHEAST
 MC1724'FACE OF A POLE LOCATED EAST OF THE INTERSECTION.
 MC1724
 MC1724                          STATION RECOVERY (2004)
 MC1724
 MC1724'RECOVERY NOTE BY US POWER SQUADRON 2004 (HAL)
 MC1724'GPS IN NAD 83 MODE AND 3D DIFFERENTIAL MODE READ
 MC1724'N41DEG 42MIN 18.78SEC W083DEG 41MIN 48.42SEC.
 MC1724'ROAD RECONSTRUCTION RESULTS IN MARK BEING IN SIDEWALK AT INTERSECTION
 MC1724'OF S MAIN ST AND BRINT RD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1324 ***********************************************************************
 JY1324  DESIGNATION -  BRISTOL
 JY1324  PID         -  JY1324
 JY1324  STATE/COUNTY-  OH/PERRY
 JY1324  USGS QUAD   -  NEW LEXINGTON (1992)
 JY1324
 JY1324                         *CURRENT SURVEY CONTROL
 JY1324  ___________________________________________________________________
 JY1324* NAD 83(1995)-  39 40 15.00973(N)    082 13 08.94953(W)     ADJUSTED  
 JY1324* NAVD 88     -       335.86   (+/-2cm)    1101.9    (feet)  VERTCON   
 JY1324  ___________________________________________________________________
 JY1324  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 JY1324  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JY1324
 JY1324  HORZ ORDER  -  SECOND
 JY1324  VERT ORDER  -  THIRD ? (See Below)
 JY1324
 JY1324.The horizontal coordinates were established by classical geodetic methods
 JY1324.and adjusted by the National Geodetic Survey in April 1998..
 JY1324
 JY1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1324.The vertical order pertains to the NGVD 29 superseded value.
 JY1324
 JY1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1324
 JY1324.The geoid height was determined by GEOID03.
 JY1324
 JY1324;                    North         East     Units Scale Factor Converg.
 JY1324;SPC OH S     -   185,523.987   624,096.113   MT  0.99994837   +0 10 41.5
 JY1324;UTM  17      - 4,391,934.524   395,434.057   MT  0.99973461   -0 46 42.1
 JY1324
 JY1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1324!SPC OH S     -   0.99995265  x   0.99994837  =   0.99990102
 JY1324!UTM  17      -   0.99995265  x   0.99973461  =   0.99968727
 JY1324
 JY1324|---------------------------------------------------------------------|
 JY1324| PID    Reference Object                     Distance      Geod. Az  |
 JY1324|                                                           dddmmss.s |
 JY1324| CE5812 BRISTOL RM 1                         12.447 METERS 09127     |
 JY1324| CE5813 BRISTOL RM 2                         11.056 METERS 17040     |
 JY1324| CE5811 BRISTOL AZ MK                                      2445427.7 |
 JY1324|---------------------------------------------------------------------|
 JY1324
 JY1324                          SUPERSEDED SURVEY CONTROL
 JY1324
 JY1324  NAD 83(1986)-  39 40 15.01280(N)    082 13 08.95878(W) AD(       ) 2
 JY1324  NAD 27      -  39 40 14.75980(N)    082 13 09.42520(W) AD(       ) 2
 JY1324  NGVD 29 (07/19/86)  336.10   (m)         1102.7    (f) LEVELING    3  
 JY1324
 JY1324.Superseded values are not recommended for survey control.
 JY1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1324.See file dsdata.txt to determine how the superseded data were derived.
 JY1324
 JY1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9543491935(NAD 83)
 JY1324_MARKER: DS = TRIANGULATION STATION DISK
 JY1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1324
 JY1324  HISTORY     - Date     Condition        Report By
 JY1324  HISTORY     - 1959     MONUMENTED       CGS
 JY1324  HISTORY     - 1970     GOOD             OHDT
 JY1324
 JY1324                          STATION DESCRIPTION
 JY1324
 JY1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JY1324'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF NEW LEXINGTON, 1/2 MILE
 JY1324'EAST OF BRISTOL, ON THE NORTH RIGHT-OF-WAY OF A BLACKTOP ROAD,
 JY1324'ON THE LINE OF SECTIONS 28 AND 29, T 15 N, R 15 W.
 JY1324'
 JY1324'TO REACH THE STATION FROM THE COURTHOUSE IN NEW LEXINGTON, GO
 JY1324'SOUTHEAST ON MAIN STREET 0.2 MILE TO THE INTERSECTION OF MILL
 JY1324'STREET AND MAIN STREET (STATE HIGHWAY 75).  BEAR RIGHT AND GO
 JY1324'SOUTHERLY ON MAIN STREET AND HIGHWAY 75 FOR 3.1 MILES TO THE
 JY1324'AZIMUTH MARK ON THE LEFT AT THE SOUTH END OF A GUARD RAIL.  CONTINUE
 JY1324'STRAIGHT AHEAD ON HIGHWAY 75 FOR 0.1 MILE TO A CROSSROAD.  TURN
 JY1324'LEFT AND GO EASTERLY ON A BLACKTOP ROAD 0.3 MILE TO A 20-INCH
 JY1324'DECIDUOUS TREE WITH A TRIANGLE BLAZE AND THE STATION 10
 JY1324'FEET EAST OF THE TREE.
 JY1324'
 JY1324'STATION MARKS ARE STANDARD DISKS STAMPED BRISTOL 1959.  THE SURFACE
 JY1324'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 JY1324'INCHES.  IT IS 53 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 JY1324'16 FEET NORTH OF THE CENTERLINE OF THE BLACKTOP ROAD AND 2.5
 JY1324'FEET SOUTH OF A FENCELINE.  A STANDARD METAL WITNESS POST WAS SET 4
 JY1324'FEET NORTHWEST OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN
 JY1324'IRREGULAR MASS OF CONCRETE 35 INCHES BELOW THE SURFACE OF THE GROUND.
 JY1324'
 JY1324'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRISTOL NO 1 1959, IS
 JY1324'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 JY1324'17.5 FEET NORTH OF THE CENTERLINE OF THE BLACKTOP ROAD, 2.5 FEET
 JY1324'NORTHWEST OF A TELEPHONE POLE AND 1.5 FEET SOUTH OF THE FENCELINE.
 JY1324'
 JY1324'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRISTOL NO 2 1959, IS
 JY1324'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 JY1324'26 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE, 19 FEET SOUTH OF
 JY1324'THE CENTERLINE OF THE BLACKTOP ROAD AND 1 FOOT NORTH OF A
 JY1324'FENCELINE.
 JY1324'
 JY1324'AZIMUTH MARK, A STANDARD DISK STAMPED BRISTOL 1959, IS SET IN A
 JY1324'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 42 FEET
 JY1324'NORTHWEST OF POWERLINE POLE NO. 94, 25 FEET EAST OF THE CENTERLINE OF
 JY1324'HIGHWAY 75 AND 4.5 FEET SOUTH OF THE SOUTH END OF THE GUARD RAIL.  A
 JY1324'STANDARD METAL WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 JY1324
 JY1324                          STATION RECOVERY (1970)
 JY1324
 JY1324'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1970 (EPM)
 JY1324'BRISTOL RECOVERED GOOD.
 JY1324'
 JY1324'AZIMUTH MARK RECOVERED GOOD.
 JY1324'
 JY1324'REFERENCE MARK 1 RECOVERED GOOD.
 JY1324'
 JY1324'REFERENCE MARK 2 RECOVERED GOOD.
 JY1324'
 JY1324'STEEL SIGNS AND POSTS NEAR STATION AND AZIMUTH IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2042 ***********************************************************************
 MB2042  DESIGNATION -  BRISTOLVILLE
 MB2042  PID         -  MB2042
 MB2042  STATE/COUNTY-  OH/TRUMBULL
 MB2042  USGS QUAD   -  CHAMPION (1994)
 MB2042
 MB2042                         *CURRENT SURVEY CONTROL
 MB2042  ___________________________________________________________________
 MB2042* NAD 83(1995)-  41 22 17.44161(N)    080 51 12.21458(W)     ADJUSTED  
 MB2042* NAVD 88     -       282.64   (+/-2cm)     927.3    (feet)  VERTCON   
 MB2042  ___________________________________________________________________
 MB2042  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 MB2042  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB2042
 MB2042  HORZ ORDER  -  SECOND
 MB2042  VERT ORDER  -  THIRD ? (See Below)
 MB2042
 MB2042.The horizontal coordinates were established by classical geodetic methods
 MB2042.and adjusted by the National Geodetic Survey in April 1998..
 MB2042
 MB2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2042.The vertical order pertains to the NGVD 29 superseded value.
 MB2042
 MB2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2042
 MB2042.The geoid height was determined by GEOID03.
 MB2042
 MB2042;                    North         East     Units Scale Factor Converg.
 MB2042;SPC OH N     -   190,618.200   737,742.147   MT  0.99995317   +1 04 54.3
 MB2042;UTM  17      - 4,580,010.071   512,260.388   MT  0.99960185   +0 05 48.8
 MB2042
 MB2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2042!SPC OH N     -   0.99996097  x   0.99995317  =   0.99991414
 MB2042!UTM  17      -   0.99996097  x   0.99960185  =   0.99956283
 MB2042
 MB2042|---------------------------------------------------------------------|
 MB2042| PID    Reference Object                     Distance      Geod. Az  |
 MB2042|                                                           dddmmss.s |
 MB2042| CX3306 BRISTOLVILLE RM 1                    26.884 METERS 08943     |
 MB2042| MB1979 CORTLAND MUNICIPAL TANK             APPROX.12.0 KM 1131120.3 |
 MB2042| CX3305 BRISTOLVILLE AZ MK                                 2704745.8 |
 MB2042| CX3307 BRISTOLVILLE RM 2                    30.230 METERS 33247     |
 MB2042|---------------------------------------------------------------------|
 MB2042
 MB2042                          SUPERSEDED SURVEY CONTROL
 MB2042
 MB2042  NAD 83(1986)-  41 22 17.44827(N)    080 51 12.21097(W) AD(       ) 2
 MB2042  NAD 27      -  41 22 17.25000(N)    080 51 12.89600(W) AD(       ) 2
 MB2042  NGVD 29 (07/19/86)  282.82   (m)          927.9    (f) LEVELING    3  
 MB2042
 MB2042.Superseded values are not recommended for survey control.
 MB2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2042.See file dsdata.txt to determine how the superseded data were derived.
 MB2042
 MB2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1226080010(NAD 83)
 MB2042_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2042
 MB2042  HISTORY     - Date     Condition        Report By
 MB2042  HISTORY     - 1951     MONUMENTED       CGS
 MB2042  HISTORY     - 19930901 MARK NOT FOUND   OHDT
 MB2042
 MB2042                          STATION DESCRIPTION
 MB2042
 MB2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2042'STATION IS LOCATED ABOUT 1-1/2 MILE SOUTHEAST OF BRISTOLVILLE.  IT IS
 MB2042'44 FEET EAST OF A FENCE CORNER, 19
 MB2042'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 8 FEET NORTHEAST OF A
 MB2042'WHITE WITNESS POST AND 1 FOOT NORTH
 MB2042'OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 MB2042'DISK IS STAMPED BRISTOLVILLE 1951.
 MB2042'
 MB2042'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF THE CENTER OF GRAVEL ROAD
 MB2042'AND 1 FOOT NORTH OF A
 MB2042'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MB2042'BRISTOLVILLE NO 1 1951.
 MB2042'
 MB2042'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF A FENCELINE.  THE MARK
 MB2042'PROJECTS 4 INCHES AND THE
 MB2042'DISK IS STAMPED BRISTOLVILLE NO 2 1951.
 MB2042'
 MB2042'AZIMUTH MARK IS 30 FEET NORTHWEST OF THE INTERSECTION OF A GRAVEL
 MB2042'T-ROAD, 25 FEET WEST OF THE
 MB2042'CENTER OF GRAVEL ROAD, 23 FEET NORTH OF THE CENTER OF GRAVEL ROAD AND
 MB2042'4 FEET SOUTH OF A WHITE WITNESS
 MB2042'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MB2042'BRISTOLVILLE 1951.
 MB2042'
 MB2042'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 45 AND
 MB2042'NO. 88 IN BRISTOLVILLE, GO
 MB2042'SOUTH ON STATE HIGHWAY NO. 45 FOR 1.1 MILE TO A GRAVEL CROSSROAD,
 MB2042'TURN LEFT ON GRAVEL ROAD AND GO
 MB2042'0.45 MILE TO A T-ROAD LEFT AND THE AZIMUTH MARK IN
 MB2042'THE NORTHWEST ANGLE, CONTINUE FOR 0.2 MILE TO THE
 MB2042'STATION ON THE LEFT AS DESCRIBED.
 MB2042'
 MB2042'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MB2042
 MB2042                          STATION RECOVERY (1993)
 MB2042
 MB2042'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2042'ODOT-----------1993----------CONDITION NOT FOUND
 MB2042' 
 MB2042'AZIMUTH DESTRYED, STATION, RM1, RM2 ALL BELIEVED DESTROYED.  FENCE
 MB2042'LINES HAVE BEEN REMOVED AND FIELD CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1197 ***********************************************************************
 MB1197  DESIGNATION -  BRITTAIN
 MB1197  PID         -  MB1197
 MB1197  STATE/COUNTY-  OH/SUMMIT
 MB1197  USGS QUAD   -  AKRON EAST (1964)
 MB1197
 MB1197                         *CURRENT SURVEY CONTROL
 MB1197  ___________________________________________________________________
 MB1197* NAD 83(1995)-  41 05 12.94358(N)    081 28 00.57868(W)     ADJUSTED  
 MB1197* NAVD 88     -       335.920  (meters)    1102.10   (feet)  ADJUSTED  
 MB1197  ___________________________________________________________________
 MB1197  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 MB1197  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB1197  DYNAMIC HT  -         335.773 (meters)    1101.62  (feet)  COMP
 MB1197  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 MB1197
 MB1197  HORZ ORDER  -  FIRST
 MB1197  VERT ORDER  -  FIRST     CLASS II
 MB1197
 MB1197.The horizontal coordinates were established by classical geodetic methods
 MB1197.and adjusted by the National Geodetic Survey in April 1998..
 MB1197
 MB1197.The orthometric height was determined by differential leveling
 MB1197.and adjusted by the National Geodetic Survey in June 1991..
 MB1197
 MB1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1197
 MB1197.The geoid height was determined by GEOID03.
 MB1197
 MB1197.The dynamic height is computed by dividing the NAVD 88
 MB1197.geopotential number by the normal gravity value computed on the
 MB1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1197.degrees latitude (g = 980.6199 gals.).
 MB1197
 MB1197.The modeled gravity was interpolated from observed gravity values.
 MB1197
 MB1197;                    North         East     Units Scale Factor Converg.
 MB1197;SPC OH N     -   158,228.518   686,804.551   MT  0.99993920   +0 40 43.5
 MB1197;UTM  17      - 4,548,512.031   460,790.668   MT  0.99961892   -0 18 24.5
 MB1197
 MB1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1197!SPC OH N     -   0.99995255  x   0.99993920  =   0.99989175
 MB1197!UTM  17      -   0.99995255  x   0.99961892  =   0.99957149
 MB1197
 MB1197:                Primary Azimuth Mark                     Grid Az
 MB1197:SPC OH N     -  HEIGHTS                                  185 02 02.0
 MB1197:UTM  17      -  HEIGHTS                                  186 01 10.0
 MB1197
 MB1197|---------------------------------------------------------------------|
 MB1197| PID    Reference Object                     Distance      Geod. Az  |
 MB1197|                                                           dddmmss.s |
 MB1197| MB2698 HEIGHTS                             APPROX. 1.5 KM 1854245.5 |
 MB1197|---------------------------------------------------------------------|
 MB1197
 MB1197                          SUPERSEDED SURVEY CONTROL
 MB1197
 MB1197  NAD 83(1986)-  41 05 12.95046(N)    081 28 00.58215(W) AD(       ) 1
 MB1197  NAD 27      -  41 05 12.74800(N)    081 28 01.16090(W) AD(       ) 1
 MB1197  NGVD 29 (??/??/92)  336.116  (m)         1102.74   (f) ADJ UNCH    1 2
 MB1197
 MB1197.Superseded values are not recommended for survey control.
 MB1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1197.See file dsdata.txt to determine how the superseded data were derived.
 MB1197
 MB1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6079148512(NAD 83)
 MB1197_MARKER: DD = SURVEY DISK
 MB1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1197_STAMPING: BRITTAIN
 MB1197_MARK LOGO: OH0070
 MB1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1197+STABILITY: SURFACE MOTION
 MB1197
 MB1197  HISTORY     - Date     Condition        Report By
 MB1197  HISTORY     - 1963     MONUMENTED       OH0070
 MB1197  HISTORY     - 1964     GOOD             CGS
 MB1197
 MB1197                          STATION DESCRIPTION
 MB1197
 MB1197'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1197'THE STATION IS LOCATED ON THE EAST SIDE OF BRITTAIN ROAD, IN FRONT OF
 MB1197'THE HOUSE AT 891 BRITTAIN ROAD,
 MB1197'ABOUT 2-3/4 MILES EAST-NORTHEAST OF DOWNTOWN AKRON.  IT IS A CITY OF
 MB1197'AKRON DISK STAMPED BRITTAIN SET IN
 MB1197'THE TOP OF A 6 INCH SQUARE CONCRETE POST, THAT IS
 MB1197'4 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9
 MB1197'INCH IRON MANHOLE COVER THAT IS FLUSH
 MB1197'WITH THE SURFACE OF THE GROUND.  IT IS 21.8 FEET WEST-SOUTHWEST OF A
 MB1197'10 INCH MAPLE TREE, 31.8 FEET SOUTH
 MB1197'OF A POWER POLE, 21.1 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, AND
 MB1197'2.1 FEET EAST OF THE EAST CURB OF
 MB1197'BRITTAIN ROAD.
 MB1197
 MB1197                          STATION RECOVERY (1964)
 MB1197
 MB1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1197'AT AKRON.
 MB1197'AT AKRON, ABOUT 0.15 MILE NORTH ALONG BRITTAIN ROAD FROM ITS
 MB1197'JUNCTION WITH STATE HIGHWAY 261 (EASTWOOD AVENUE), IN FRONT OF
 MB1197'A RESIDENCE AT 891 BRITTAIN ROAD, 59.5 FEET WEST-SOUTHWEST OF
 MB1197'THE SOUTHWEST CORNER OF THE HOUSE, 32 FEET SOUTH OF POWER LINE
 MB1197'POLE NO. 371, 21 FEET SOUTH OF THE CENTER LINE OF DRIVEWAY TO
 MB1197'ABOVE RESIDENCE, 2.1 FEET EAST OF THE EAST CURB OF BRITTAIN
 MB1197'ROAD, AND SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
 MB1197'LEVEL OF BRITTAIN ROAD ACCESS TO WHICH IS HAD THROUGH A 9 INCH
 MB1197'CAST IRON COVER MARKED AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6056 ***********************************************************************
 AB6056  CBN         -  This is a Cooperative Base Network Control Station.
 AB6056  DESIGNATION -  BRO
 AB6056  PID         -  AB6056
 AB6056  STATE/COUNTY-  OH/BROWN
 AB6056  USGS QUAD   -  HIGGINSPORT (1979)
 AB6056
 AB6056                         *CURRENT SURVEY CONTROL
 AB6056  ___________________________________________________________________
 AB6056* NAD 83(1995)-  38 51 46.91500(N)    083 52 42.26951(W)     ADJUSTED  
 AB6056* NAVD 88     -       284.6    (meters)     934.     (feet)  GPS OBS   
 AB6056  ___________________________________________________________________
 AB6056  X           -     530,322.950 (meters)                     COMP
 AB6056  Y           -  -4,944,720.546 (meters)                     COMP
 AB6056  Z           -   3,980,646.421 (meters)                     COMP
 AB6056  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 AB6056  ELLIP HEIGHT-         251.23  (meters)          (09/23/04) GPS OBS
 AB6056  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 AB6056
 AB6056  HORZ ORDER  -  B
 AB6056  ELLP ORDER  -  FOURTH    CLASS I
 AB6056
 AB6056.This is a reference station for the GEORGETOWN
 AB6056.National Continuously Operating Reference Station (GRTN).
 AB6056
 AB6056.The horizontal coordinates were established by GPS observations
 AB6056.and adjusted by the National Geodetic Survey in August 1996..
 AB6056
 AB6056.The orthometric height was determined by GPS observations and a
 AB6056.high-resolution geoid model.
 AB6056
 AB6056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6056
 AB6056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6056
 AB6056.The ellipsoidal height was determined by GPS observations
 AB6056.and is referenced to NAD 83.
 AB6056
 AB6056.The geoid height was determined by GEOID03.
 AB6056
 AB6056;                    North         East     Units Scale Factor Converg.
 AB6056;SPC OH S     -    96,721.548   480,370.979   MT  0.99997703   -0 52 28.7
 AB6056;UTM  17      - 4,305,515.431   250,251.201   MT  1.00036814   -1 48 25.3
 AB6056
 AB6056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6056!SPC OH S     -   0.99996058  x   0.99997703  =   0.99993761
 AB6056!UTM  17      -   0.99996058  x   1.00036814  =   1.00032871
 AB6056
 AB6056                          SUPERSEDED SURVEY CONTROL
 AB6056
 AB6056  ELLIP H (08/20/96)  251.28   (m)                       GP(       ) 4 2
 AB6056
 AB6056.Superseded values are not recommended for survey control.
 AB6056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6056.See file dsdata.txt to determine how the superseded data were derived.
 AB6056
 AB6056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5025105515(NAD 83)
 AB6056_MARKER: DD = SURVEY DISK
 AB6056_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6056_STAMPING: BRO 95
 AB6056_MARK LOGO: OHDT  
 AB6056_PROJECTION: FLUSH
 AB6056_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB6056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6056+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AB6056_ROD/PIPE-DEPTH: 2.7  meters
 AB6056_SLEEVE-DEPTH  : 1.2 meters
 AB6056
 AB6056  HISTORY     - Date     Condition        Report By
 AB6056  HISTORY     - 1995     MONUMENTED       OHDT
 AB6056  HISTORY     - 2003     GOOD             OHDT
 AB6056
 AB6056                          STATION DESCRIPTION
 AB6056
 AB6056'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995
 AB6056'LOCATED IN BROWN COUNTY, 0.4 KM (0.25 MI) NORTH OF THE GEORGETOWN ODOT
 AB6056'GARAGE FACILITY AND ALONG THE WEST SIDE OF US 68.  51 MM DIAMETER ODOT
 AB6056'SURVEY DISK ATOP AN ALUMINUM ROD DRIVEN TO REFUSAL AT 2.7 M (8.9 FT) .
 AB6056'RR SPIKES WERE PLACED IN THE CONCRETE FOR DETECTION. STAMPED --BRO
 AB6056'95--.  1855 FT (565.4 M) NORTHWEST FROM INTERSECTION OF SR 125 AND US
 AB6056'68 WITH CENTERLINE OF US 68, 22.3 M (73.2 FT) LEFT OF CENTERLINE, AND
 AB6056'1.1 M (3.6 FT) LOWER THAN CENTERLINE.  1.42 KM (0.90 MI) SOUTHEAST
 AB6056'FROM INTERSECTION OF CAMP RUN ROAD AND US 68. 1.4 M (4.6 FT) NORTHEAST
 AB6056'FROM WITNESS POST AND CENTER OF TWO BRACE POST FOR L/A FENCE.  30.0 M
 AB6056'(98.4 FT) SOUTH-SOUTHEAST FROM WEST END OF TWIN 46 CM CONCRETE PIPES.
 AB6056'CENTERLINE STATION AND OFFSET, STA 626+54.9, 22.3 M (73.2 FT) LEFT.
 AB6056'THE MARK IS ON PUBLIC RIGHT-OF-WAY AND IS ACCESSIBLE AT ALL TIMES.
 AB6056'NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
 AB6056
 AB6056                          STATION RECOVERY (2003)
 AB6056
 AB6056'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 AB6056'RECOVERED AS DESCRIBED.  NOTE--THIS IS A CORS SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2222 ***********************************************************************
 JX2222  DESIGNATION -  BROAD
 JX2222  PID         -  JX2222
 JX2222  STATE/COUNTY-  OH/ATHENS
 JX2222  USGS QUAD   -  CHESTERHILL (1994)
 JX2222
 JX2222                         *CURRENT SURVEY CONTROL
 JX2222  ___________________________________________________________________
 JX2222* NAD 83(1995)-  39 22 58.90854(N)    081 51 21.44482(W)     ADJUSTED  
 JX2222* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 JX2222  ___________________________________________________________________
 JX2222  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 JX2222  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX2222
 JX2222  HORZ ORDER  -  SECOND
 JX2222
 JX2222.The horizontal coordinates were established by classical geodetic methods
 JX2222.and adjusted by the National Geodetic Survey in April 1998..
 JX2222
 JX2222.The orthometric height was scaled from a topographic map.
 JX2222
 JX2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2222
 JX2222.The geoid height was determined by GEOID03.
 JX2222
 JX2222;                    North         East     Units Scale Factor Converg.
 JX2222;SPC OH S     -   153,732.494   655,485.060   MT  0.99993591   +0 24 31.2
 JX2222;UTM  17      - 4,359,632.652   426,281.928   MT  0.99966691   -0 32 35.3
 JX2222
 JX2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2222!SPC OH S     -   0.99995803  x   0.99993591  =   0.99989394
 JX2222!UTM  17      -   0.99995803  x   0.99966691  =   0.99962495
 JX2222
 JX2222:                Primary Azimuth Mark                     Grid Az
 JX2222:SPC OH S     -  BROAD AZ MK                              089 35 56.3
 JX2222:UTM  17      -  BROAD AZ MK                              090 33 02.8
 JX2222
 JX2222|---------------------------------------------------------------------|
 JX2222| PID    Reference Object                     Distance      Geod. Az  |
 JX2222|                                                           dddmmss.s |
 JX2222| CF2676 BROAD AZ MK                                        0900027.5 |
 JX2222| CF2678 BROAD RM 2                           36.420 METERS 19502     |
 JX2222| CF2677 BROAD RM 1                           34.024 METERS 30444     |
 JX2222|---------------------------------------------------------------------|
 JX2222
 JX2222                          SUPERSEDED SURVEY CONTROL
 JX2222
 JX2222  NAD 83(1986)-  39 22 58.90972(N)    081 51 21.45090(W) AD(       ) 2
 JX2222  NAD 27      -  39 22 58.64200(N)    081 51 21.95600(W) AD(       ) 2
 JX2222
 JX2222.Superseded values are not recommended for survey control.
 JX2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2222.See file dsdata.txt to determine how the superseded data were derived.
 JX2222
 JX2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2628259633(NAD 83)
 JX2222_MARKER: DS = TRIANGULATION STATION DISK
 JX2222_SETTING: 0 = UNSPECIFIED SETTING
 JX2222
 JX2222  HISTORY     - Date     Condition        Report By
 JX2222  HISTORY     - 1944     MONUMENTED       CGS
 JX2222
 JX2222                          STATION DESCRIPTION
 JX2222
 JX2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2222'STATION IS LOCATED ABOUT 1-3/4 MILES NE OF THE VILLAGE OF BROADWELL,
 JX2222'ABOUT 1/4 MILE W OF THE
 JX2222'ATHENS-WASHINGTON COUNTY LINE, ON LAND OWNED BY HEZ
 JX2222'MAYLE.  IT IS 10 FEET S OF
 JX2222'A FENCE LINE, 33.4 FEET S OF THE CENTER
 JX2222'LINE OF A ROAD, AND 23.5 FEET E OF AN 18-INCH
 JX2222'CHERRY TREE.
 JX2222'IT IS STAMPED BROAD 1944 AND IS FLUSH WITH THE SURFACE OF THE
 JX2222'GROUND.
 JX2222'
 JX2222'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 JX2222'BRONZE DISKS SET
 JX2222'IN CONCRETE.
 JX2222'
 JX2222'REFERENCE MARK 1 IS 2-1/2 FEET SE OF A FENCE CORNER.  IT
 JX2222'IS STAMPED BROAD
 JX2222'NO 1 1944 AND PROJECTS ABOUT 6 INCHES ABOVE
 JX2222'THE GROUND.
 JX2222'
 JX2222'REFERENCE MARK 2 IS 1 FOOT NW OF FENCE CORNER.  IT IS
 JX2222'STAMPED BROAD NO 2
 JX2222'1944 AND PROJECTS ABOUT 6 INCHES ABOVE THE
 JX2222'GROUND.
 JX2222'
 JX2222'AZIMUTH MARK IS 0.4 MILE BY ROAD E OF THE STATION, 24 FEET
 JX2222'NE OF THE CENTER
 JX2222'LINE OF THE ROAD, 14 FEET SE OF FENCE CORNER,
 JX2222'AND 1 FOOT SW OF FENCE LINE.  IT IS
 JX2222'STAMPED BROAD 1944 AND
 JX2222'PROJECTS ABOUT 6 INCHES.
 JX2222'
 JX2222'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 JX2222'50N AND STATE
 JX2222'HIGHWAY 555 IN THE TOWN OF BARTLETT, GO S ON HIGHWAY
 JX2222'555 FOR 2.5 MILES TO A POINT
 JX2222'WHERE HIGHWAY 555 GOES LEFT
 JX2222'AND A FARM ROAD GOES STRAIGHT AHEAD.  CONTINUE
 JX2222'STRAIGHT AHEAD
 JX2222'FOR 1.1 MILES TO A FORKS, TAKE THE RIGHT FORK AND GO 1.4 MILES
 JX2222'TO THE FARM OF
 JX2222'HEZ MAYLE AND THE STATION ON THE LEFT.
 JX2222'
 JX2222'TO REACH AZIMUTH MARK FROM THE STATION, GO E 0.4 MILE TO A
 JX2222'FARMHOUSE AND THE
 JX2222'MARK ON THE LEFT.
 JX2222'
 JX2222'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0828 ***********************************************************************
 KY0828  DESIGNATION -  BROADACRE
 KY0828  PID         -  KY0828
 KY0828  STATE/COUNTY-  OH/JEFFERSON
 KY0828  USGS QUAD   -  SMITHFIELD (1984)
 KY0828
 KY0828                         *CURRENT SURVEY CONTROL
 KY0828  ___________________________________________________________________
 KY0828* NAD 83(1986)-  40 21 55.     (N)    080 47 05.     (W)     SCALED    
 KY0828* NAVD 88     -       263.948  (meters)     865.97   (feet)  ADJUSTED  
 KY0828  ___________________________________________________________________
 KY0828  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KY0828  DYNAMIC HT  -         263.805 (meters)     865.50  (feet)  COMP
 KY0828  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 KY0828
 KY0828  VERT ORDER  -  SECOND    CLASS 0
 KY0828
 KY0828.The horizontal coordinates were scaled from a topographic map and have
 KY0828.an estimated accuracy of +/- 6 seconds.
 KY0828
 KY0828.The orthometric height was determined by differential leveling
 KY0828.and adjusted by the National Geodetic Survey in June 1991..
 KY0828
 KY0828.The geoid height was determined by GEOID03.
 KY0828
 KY0828.The dynamic height is computed by dividing the NAVD 88
 KY0828.geopotential number by the normal gravity value computed on the
 KY0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0828.degrees latitude (g = 980.6199 gals.).
 KY0828
 KY0828.The modeled gravity was interpolated from observed gravity values.
 KY0828
 KY0828;                    North         East    Units  Estimated Accuracy
 KY0828;SPC OH N     -    79,010.      745,680.      MT  (+/- 180 meters Scaled)
 KY0828
 KY0828                          SUPERSEDED SURVEY CONTROL
 KY0828
 KY0828  NGVD 29 (??/??/92)  264.129  (m)          866.56   (f) ADJ UNCH    2 0
 KY0828
 KY0828.Superseded values are not recommended for survey control.
 KY0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0828.See file dsdata.txt to determine how the superseded data were derived.
 KY0828
 KY0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE182683(NAD 83)
 KY0828_MARKER: DD = SURVEY DISK
 KY0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0828_SP_SET: BRIDGE WALL
 KY0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0828
 KY0828  HISTORY     - Date     Condition        Report By
 KY0828  HISTORY     - UNK      MONUMENTED       OHDT
 KY0828  HISTORY     - 1936     GOOD             NGS
 KY0828
 KY0828                          STATION DESCRIPTION
 KY0828
 KY0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0828'AT BROADACRE.
 KY0828'AT BROADACRE, JEFFERSON COUNTY, ON THE PENNSYLVANIA RAILROAD, 52
 KY0828'YARDS SOUTH OF THE SOUTHWEST CORNER OF THE STATION, 35 YARDS
 KY0828'SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 152, AT BRIDGE NO.
 KY0828'JE 152.08 A ON STATE HIGHWAY 152 OVER A STREAM, IN THE TOP OF
 KY0828'THE SOUTHWEST WING WALL, 4 YARDS WEST OF THE CENTERLINE OF THE
 KY0828'HIGHWAY, AND LEVEL WITH THE PAVEMENT.  AN OHIO STATE HIGHWAY
 KY0828'DEPARTMENT STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1166 ***********************************************************************
 MC1166  DESIGNATION -  BRONSON
 MC1166  PID         -  MC1166
 MC1166  STATE/COUNTY-  OH/HURON
 MC1166  USGS QUAD   -  NORWALK (1972)
 MC1166
 MC1166                         *CURRENT SURVEY CONTROL
 MC1166  ___________________________________________________________________
 MC1166* NAD 83(1995)-  41 10 38.05833(N)    082 33 37.17290(W)     ADJUSTED  
 MC1166* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 MC1166  ___________________________________________________________________
 MC1166  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 MC1166  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 MC1166
 MC1166  HORZ ORDER  -  THIRD
 MC1166
 MC1166.The horizontal coordinates were established by classical geodetic methods
 MC1166.and adjusted by the National Geodetic Survey in April 1998..
 MC1166
 MC1166.The orthometric height was scaled from a topographic map.
 MC1166
 MC1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1166
 MC1166.The geoid height was determined by GEOID03.
 MC1166
 MC1166;                    North         East     Units Scale Factor Converg.
 MC1166;SPC OH N     -   167,744.974   594,938.397   MT  0.99994096   -0 02 22.7
 MC1166;UTM  17      - 4,559,605.958   369,124.178   MT  0.99981081   -1 01 38.8
 MC1166
 MC1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1166!SPC OH N     -   0.99996123  x   0.99994096  =   0.99990219
 MC1166!UTM  17      -   0.99996123  x   0.99981081  =   0.99977205
 MC1166
 MC1166|---------------------------------------------------------------------|
 MC1166| PID    Reference Object                     Distance      Geod. Az  |
 MC1166|                                                           dddmmss.s |
 MC1166| CE5816 BRONSON RM 2                         25.975 METERS 07817     |
 MC1166| MC1180 N FAIRFIELD ATT TOWER KQF 51        APPROX. 8.4 KM 1812320.7 |
 MC1166| MC1168 NORWALK ST MARYS CATH CH SPIRE      APPROX. 9.3 KM 3254230.7 |
 MC1166| MC1169 NORWALK FIRST PRESB CH SPIRE        APPROX. 8.6 KM 3255904.8 |
 MC1166| MC1171 NORWALK CO CTHSE CLOCK TOWER        APPROX. 8.6 KM 3273236.8 |
 MC1166| CE5814 BRONSON AZ MK                                      3292717.6 |
 MC1166| MC1170 NORWALK ST PAULS CATH CH SPIRE      APPROX. 8.6 KM 3295755.3 |
 MC1166| MC1165 NORWALK MUN WATER PLANT STACK       APPROX. 7.5 KM 3395214.2 |
 MC1166| CE5815 BRONSON RM 1                         31.826 METERS 34254     |
 MC1166|---------------------------------------------------------------------|
 MC1166
 MC1166                          SUPERSEDED SURVEY CONTROL
 MC1166
 MC1166  NAD 83(1986)-  41 10 38.06498(N)    082 33 37.18507(W) AD(       ) 3
 MC1166  NAD 27      -  41 10 37.86958(N)    082 33 37.56064(W) AD(       ) 3
 MC1166
 MC1166.Superseded values are not recommended for survey control.
 MC1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1166.See file dsdata.txt to determine how the superseded data were derived.
 MC1166
 MC1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF6912459606(NAD 83)
 MC1166_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1166
 MC1166  HISTORY     - Date     Condition        Report By
 MC1166  HISTORY     - 1956     MONUMENTED       CGS
 MC1166  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1166
 MC1166                          STATION DESCRIPTION
 MC1166
 MC1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1166'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF NORWALK AND ABOUT
 MC1166'11 MILES NORTHWEST OF NEW LONDON.
 MC1166'IT IS 13 FEET SOUTH OF THE SOUTH END OF A CULTIVATED FIELD, 32 FEET
 MC1166'SOUTHWEST OF A TELEPHONE POLE AND
 MC1166'58 FEET WEST OF THE CENTERLINE OF US HIGHWAY 250.
 MC1166'THE MARK IS SET FLUSH WITH THE SURFACE AND THE DISK
 MC1166'IS STAMPED BRONSON 1956.
 MC1166'
 MC1166'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTERLINE OF US HIGHWAY
 MC1166'250 AND 2 FEET EAST OF THE EAST
 MC1166'SIDE OF A CULTIVATED FIELD.  THE MARK PROJECTS 6 INCHES AND THE DISK
 MC1166'IS STAMPED BRONSON NO 1 1956.
 MC1166'
 MC1166'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF A FENCE LINE, 21 FEET NORTH OF
 MC1166'THE CENTERLINE OF DRIVEWAY AND 21
 MC1166'FEET EAST OF THE CENTERLINE OF US HIGHWAY 250.  THE MARK PROJECTS
 MC1166'4 INCHES AND THE DISK IS STAMPED
 MC1166'BRONSON NO 2 1956.
 MC1166'
 MC1166'AZIMUTH MARK IS 2 FEET WEST OF FENCE LINE, 4 FEET SOUTHEAST OF A
 MC1166'WHITE WITNESS POST.  AND 4 FEET
 MC1166'SOUTH OF A UTILITY POLE.  IT IS 26 FEET EAST OF THE CENTERLINE OF US
 MC1166'HIGHWAY 250.  THE MARK PROJECTS 3
 MC1166'INCHES AND THE DISK IS STAMPED BRONSON 1956.
 MC1166'
 MC1166'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND 250 IN
 MC1166'NORWALK GO SOUTHEASTERLY
 MC1166'ON US HIGHWAY 250 FOR 4.8 MILES TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 MC1166'CONTINUE SOUTHEASTERLY ON US
 MC1166'HIGHWAY 250 FOR 0.4 MILE TO THE NORTHWEST EDGE OF PARKS
 MC1166'TRAILER SALES AND STATION ON THE RIGHT AS
 MC1166'DESCRIBED.
 MC1166'
 MC1166'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MC1166
 MC1166                          STATION RECOVERY (1971)
 MC1166
 MC1166'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (JW)
 MC1166'BRONSON
 MC1166'GOOD
 MC1166'BRONSON 1 AND 2 GOOD
 MC1166'BRONSON AZI.  GOOD
 MC1166'
 MC1166'POST AND SIGN SET ON REF. NO 1 AND AZI.
 MC1166'
 MC1166'DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.8 MI. SE ON US 250 FROM
 MC1166'NORWALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1366 ***********************************************************************
 JY1366  DESIGNATION -  BROOKS RESET
 JY1366  PID         -  JY1366
 JY1366  STATE/COUNTY-  OH/HOCKING
 JY1366  USGS QUAD   -  NELSONVILLE (1995)
 JY1366
 JY1366                         *CURRENT SURVEY CONTROL
 JY1366  ___________________________________________________________________
 JY1366* NAD 83(1995)-  39 29 01.85149(N)    082 13 55.23062(W)     ADJUSTED  
 JY1366* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 JY1366  ___________________________________________________________________
 JY1366  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 JY1366  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JY1366
 JY1366  HORZ ORDER  -  FIRST
 JY1366
 JY1366.The horizontal coordinates were established by classical geodetic methods
 JY1366.and adjusted by the National Geodetic Survey in April 1998..
 JY1366
 JY1366.The orthometric height was scaled from a topographic map.
 JY1366
 JY1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1366
 JY1366.The geoid height was determined by GEOID03.
 JY1366
 JY1366;                    North         East     Units Scale Factor Converg.
 JY1366;SPC OH S     -   164,761.258   623,054.722   MT  0.99993741   +0 10 12.2
 JY1366;UTM  17      - 4,371,196.302   394,047.029   MT  0.99973821   -0 47 00.5
 JY1366
 JY1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1366!SPC OH S     -   0.99995470  x   0.99993741  =   0.99989212
 JY1366!UTM  17      -   0.99995470  x   0.99973821  =   0.99969292
 JY1366
 JY1366:                Primary Azimuth Mark                     Grid Az
 JY1366:SPC OH S     -  BROOKS AZ MK                             156 09 49.7
 JY1366:UTM  17      -  BROOKS AZ MK                             157 07 02.4
 JY1366
 JY1366|---------------------------------------------------------------------|
 JY1366| PID    Reference Object                     Distance      Geod. Az  |
 JY1366|                                                           dddmmss.s |
 JY1366| CE5817 BROOKS AZ MK                                       1562001.9 |
 JY1366| CE5818 BROOKS RM 4                          11.824 METERS 17440     |
 JY1366| CE5819 BROOKS RM 5                          11.320 METERS 33030     |
 JY1366|---------------------------------------------------------------------|
 JY1366
 JY1366                          SUPERSEDED SURVEY CONTROL
 JY1366
 JY1366  NAD 83(1986)-  39 29 01.85345(N)    082 13 55.23410(W) AD(       ) 1
 JY1366  NAD 27      -  39 29 01.60300(N)    082 13 55.69700(W) AD(       ) 1
 JY1366
 JY1366.Superseded values are not recommended for survey control.
 JY1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1366.See file dsdata.txt to determine how the superseded data were derived.
 JY1366
 JY1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9404771196(NAD 83)
 JY1366_MARKER: Z = SEE DESCRIPTION
 JY1366_SETTING: 0 = UNSPECIFIED SETTING
 JY1366
 JY1366  HISTORY     - Date     Condition        Report By
 JY1366  HISTORY     - 1944     MONUMENTED       CGS
 JY1366  HISTORY     - 1944     SEE DESCRIPTION  CGS
 JY1366  HISTORY     - 1945     GOOD             CGS
 JY1366
 JY1366                          STATION DESCRIPTION
 JY1366
 JY1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JY1366'STATION WAS RECOVERED AND FOUND TO BE IN BAD CONDITION.  THE STATION
 JY1366'AND REFERENCE MARKS WERE BROKEN AND FOUND LYING ON THE GROUND.  THE
 JY1366'UNDERGROUND MARK WAS RECOVERED AND FOUND TO BE IN VERY GOOD
 JY1366'CONDITION.  A NEW STATION MARK, TWO NEW REFERENCE MARKS, AND AN
 JY1366'AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 JY1366'
 JY1366'STATION IS LOCATED ABOUT 1-1/2 MILES N OF NELSONVILLE, ON THE HIGHEST
 JY1366'POINT OF A TIMBERED HILL OWNED BY THE FEDERAL GOVERNMENT.  IT IS
 JY1366'11 FEET W OF A TRIANGULAR BLAZE ON A 15-INCH OAK TREE, 32 FEET S OF A
 JY1366'TRIANGULAR BLAZE ON A 15-INCH OAK TREE, 11 FEET E OF A TRIANGULAR
 JY1366'BLAZE ON A 24-INCH OAK TREE, AND 2 FEET E OF A WITNESS POST.  THE
 JY1366'DISK IS STAMPED BROOKS 1881 1944.
 JY1366'
 JY1366'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 JY1366'SET IN CONCRETE.
 JY1366'
 JY1366'REFERENCE MARK 4 IS 29 FEET SE OF TRIANGULAR BLAZE ON 15-INCH OAK
 JY1366'TREE.  IT IS STAMPED BROOKS NO 4 1944.
 JY1366'
 JY1366'REFERENCE MARK 5 IS 29 FEET N OF TRIANGULAR BLAZE ON 15-INCH OAK TREE
 JY1366'AND 33 FEET N OF TRIANGULAR BLAZE ON 15-INCH OAK TREE.  IT IS
 JY1366'STAMPED BROOKS NO 5 1944.
 JY1366'
 JY1366'AZIMUTH MARK IS 16 FEET N OF THE CENTER LINE OF ROAD, NEAR THE W END
 JY1366'OF A ROADSIDE PARKWAY, 11 FEET E OF 10-INCH TWIN OAK TREE, AND 3
 JY1366'FEET N OF A WITNESS POST.  STAMPED BROOKS 1944.
 JY1366'
 JY1366'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE N END OF SQUARE IN
 JY1366'NELSONVILLE, GO N ON FORT STREET (PASSING SCHOOL ON E SIDE) FOR
 JY1366'0.25 MILE TO A SMALL STORE ON THE LEFT AND A BRICK ROAD LEADING UP
 JY1366'HILL ON THE RIGHT.  TURN RIGHT AND GO 0.5 MILE TO A FORK AT THE TOP
 JY1366'OF RIDGE, TAKE LEFT FORK AND FOLLOW MAIN ROAD FOR 0.80 MILE TO A
 JY1366'ROADSIDE PARKWAY ON THE RIGHT AND THE AZIMUTH MARK.  CONTINUE
 JY1366'STRAIGHT AHEAD FOR 0.15 MILE TO A TRACK ROAD RIGHT AT THE BASE OF THE
 JY1366'HILL, TURN RIGHT ON TRACK ROAD AND GO 0.25 MILE TO A FORK, TAKE
 JY1366'RIGHT FORK AND GO 0.2 MILE TO A FORK AND A TRIANGULAR BLAZE ON A
 JY1366'SMALL OAK TREE, TAKE RIGHT FORK AND GO UPGRADE FOR 0.1 MILE TO THE
 JY1366'TOP OF THE RIDGE.  TURN SHARP RIGHT THROUGH BRUSH TO THREE OAK TREES
 JY1366'WITH TRIANGULAR BLAZES AND THE STATION.
 JY1366'
 JY1366'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 JY1366
 JY1366                          STATION RECOVERY (1945)
 JY1366
 JY1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1366'STATION WAS RECOVERED AS DESCRIBED BY FRED NATELLA IN 1944.  AT THIS
 JY1366'TIME THE STATION WAS RE-MARKED, REFERENCE MARKS AND AN AZIMUTH MARK
 JY1366'WERE ESTABLISHED.  THE 1944 DESCRIPTION IS COMPLETE AND ADEQUATE, AND
 JY1366'SINCE THE STATION WAS OCCUPIED BY THIS PARTY LATE LAST FALL, A
 JY1366'COMPLETE DESCRIPTION IS UNNECESSARY AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3062 ***********************************************************************
 JZ3062  DESIGNATION -  BROOKVILLE TANK
 JZ3062  PID         -  JZ3062
 JZ3062  STATE/COUNTY-  OH/MONTGOMERY
 JZ3062  USGS QUAD   -  BROOKVILLE (1987)
 JZ3062
 JZ3062                         *CURRENT SURVEY CONTROL
 JZ3062  ___________________________________________________________________
 JZ3062* NAD 83(1995)-  39 50 03.56992(N)    084 24 35.02152(W)     ADJUSTED  
 JZ3062* NAVD 88     -                                                        
 JZ3062  ___________________________________________________________________
 JZ3062  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 JZ3062  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JZ3062
 JZ3062  HORZ ORDER  -  THIRD
 JZ3062
 JZ3062.The horizontal coordinates were established by classical geodetic methods
 JZ3062.and adjusted by the National Geodetic Survey in May 1999..
 JZ3062
 JZ3062
 JZ3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3062
 JZ3062.The geoid height was determined by GEOID03.
 JZ3062
 JZ3062;                    North         East     Units Scale Factor Converg.
 JZ3062;SPC OH S     -   205,366.423   436,545.137   MT  0.99996669   -1 12 42.3
 JZ3062;UTM  16      - 4,412,579.827   721,651.948   MT  1.00020488   +1 39 35.7
 JZ3062
 JZ3062                          SUPERSEDED SURVEY CONTROL
 JZ3062
 JZ3062  NAD 83(1995)-  39 50 03.57316(N)    084 24 35.01749(W) AD(       ) 4
 JZ3062  NAD 83(1986)-  39 50 03.58182(N)    084 24 35.02877(W) AD(       ) 4
 JZ3062  NAD 27      -  39 50 03.38300(N)    084 24 35.21600(W) AD(       ) 3
 JZ3062
 JZ3062.Superseded values are not recommended for survey control.
 JZ3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3062.See file dsdata.txt to determine how the superseded data were derived.
 JZ3062
 JZ3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2165212580(NAD 83)
 JZ3062_MARKER: 51 = TANK
 JZ3062
 JZ3062  HISTORY     - Date     Condition        Report By
 JZ3062  HISTORY     - 1938     FIRST OBSERVED   CGS
 JZ3062
 JZ3062                          STATION DESCRIPTION
 JZ3062
 JZ3062'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0595 ***********************************************************************
 LA0595  DESIGNATION -  BROWN
 LA0595  PID         -  LA0595
 LA0595  STATE/COUNTY-  OH/VAN WERT
 LA0595  USGS QUAD   -  WREN (1994)
 LA0595
 LA0595                         *CURRENT SURVEY CONTROL
 LA0595  ___________________________________________________________________
 LA0595* NAD 83(1995)-  40 46 23.09138(N)    084 48 07.82321(W)     ADJUSTED  
 LA0595* NAVD 88     -       249.051  (meters)     817.09   (feet)  ADJUSTED  
 LA0595  ___________________________________________________________________
 LA0595  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 LA0595  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LA0595  DYNAMIC HT  -         248.939 (meters)     816.73  (feet)  COMP
 LA0595  MODELED GRAV-     980,170.3   (mgal)                       NAVD 88
 LA0595
 LA0595  HORZ ORDER  -  FIRST
 LA0595  VERT ORDER  -  SECOND    CLASS 0
 LA0595
 LA0595.The horizontal coordinates were established by classical geodetic methods
 LA0595.and adjusted by the National Geodetic Survey in April 1998..
 LA0595
 LA0595.The orthometric height was determined by differential leveling
 LA0595.and adjusted by the National Geodetic Survey in June 1991..
 LA0595
 LA0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0595
 LA0595.The geoid height was determined by GEOID03.
 LA0595
 LA0595.The dynamic height is computed by dividing the NAVD 88
 LA0595.geopotential number by the normal gravity value computed on the
 LA0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0595.degrees latitude (g = 980.6199 gals.).
 LA0595
 LA0595.The modeled gravity was interpolated from observed gravity values.
 LA0595
 LA0595;                    North         East     Units Scale Factor Converg.
 LA0595;SPC OH N     -   125,427.633   405,675.310   MT  0.99995229   -1 30 44.7
 LA0595;SPC IN E     -   613,718.864   172,981.184   MT  1.00003220   +0 33 52.5
 LA0595;SPC IN E     - 2,013,509.31    567,522.43   sFT  1.00003220   +0 33 52.5
 LA0595;UTM  16      - 4,515,891.246   685,479.862   MT  1.00002346   +1 26 08.6
 LA0595
 LA0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0595!SPC OH N     -   0.99996618  x   0.99995229  =   0.99991847
 LA0595!SPC IN E     -   0.99996618  x   1.00003220  =   0.99999838
 LA0595!UTM  16      -   0.99996618  x   1.00002346  =   0.99998964
 LA0595
 LA0595:                Primary Azimuth Mark                     Grid Az
 LA0595:SPC OH N     -  OHIO CITY MUNICIPAL TANK                 091 47 01.4
 LA0595:SPC IN E     -  OHIO CITY MUNICIPAL TANK                 089 42 24.2
 LA0595:UTM  16      -  OHIO CITY MUNICIPAL TANK                 088 50 08.1
 LA0595
 LA0595|---------------------------------------------------------------------|
 LA0595| PID    Reference Object                     Distance      Geod. Az  |
 LA0595|                                                           dddmmss.s |
 LA0595| LA2364 OHIO CITY MUNICIPAL TANK            APPROX.15.8 KM 0901616.7 |
 LA0595| LA0592 BROWN AZ MK                                        1053759.2 |
 LA0595| LA2402 BROWN RM A                           29.453 METERS 10937     |
 LA0595| LA2401 PTS 21                              150.567 METERS 18326     |
 LA0595| LA0594 BROWN RM 1                           36.463 METERS 19242     |
 LA0595| LA2393 BERNE MUNICIPAL TANK                APPROX.18.0 KM 2234830.4 |
 LA0595| LA2388 MONROE MUNICIPAL TANK               APPROX.12.1 KM 2524158.0 |
 LA0595| LA2403 DECATUR CO COURTHOUSE CUPOLA        APPROX.12.1 KM 3012509.2 |
 LA0595| LA2408 DECATUR LARGE MUNICIPAL TANK        APPROX.12.8 KM 3013257.5 |
 LA0595| LA2409 DECATUR GE CO WATER TANK            APPROX.12.8 KM 3013257.3 |
 LA0595| LA2406 DECATUR MC MILLEN MILLS W ELEV      APPROX.13.7 KM 3053847.3 |
 LA0595| LA0596 BROWN RM 2                           37.740 METERS 32632     |
 LA0595|---------------------------------------------------------------------|
 LA0595
 LA0595                          SUPERSEDED SURVEY CONTROL
 LA0595
 LA0595  NAD 83(1986)-  40 46 23.09368(N)    084 48 07.83908(W) AD(       ) 1
 LA0595  NAD 27      -  40 46 22.92300(N)    084 48 07.97200(W) AD(       ) 1
 LA0595  NGVD 29 (??/??/92)  249.208  (m)          817.61   (f) ADJ UNCH    2 0
 LA0595
 LA0595.Superseded values are not recommended for survey control.
 LA0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0595.See file dsdata.txt to determine how the superseded data were derived.
 LA0595
 LA0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8548015891(NAD 83)
 LA0595_MARKER: DS = TRIANGULATION STATION DISK
 LA0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0595_STAMPING: BROWN 1932
 LA0595_MARK LOGO: CGS   
 LA0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0595+STABILITY: SURFACE MOTION
 LA0595
 LA0595  HISTORY     - Date     Condition        Report By
 LA0595  HISTORY     - 1932     MONUMENTED       CGS
 LA0595  HISTORY     - 1955     SEE DESCRIPTION  CGS
 LA0595  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LA0595  HISTORY     - 1970     SEE DESCRIPTION  CGS
 LA0595  HISTORY     - 1970     GOOD             CGS
 LA0595
 LA0595                          STATION DESCRIPTION
 LA0595
 LA0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 LA0595'THE STATION IS
 LA0595'10.5 MILES DUE
 LA0595'WEST OF OHIO CITY, 1-1/2 MILES NORTH OF WILLSHIRE,
 LA0595'ON THE EAST SIDE OF THE
 LA0595'OHIO-INDIANA STATE LINE ROAD, IN THE
 LA0595'SOUTHWEST CORNER SEC. 18, T. 3 S., R. 1
 LA0595'E., ON LAND BELONGING TO
 LA0595'MR. G. W. BROWN.  IT IS 47.5 FEET EAST OF THE CENTER LINE
 LA0595'OF THE
 LA0595'OHIO-INDIANA STATE LINE ROAD, 22 FEET EAST OF THE EAST RIGHT-OF-WAY
 LA0595'FENCE OF THE SAME
 LA0595'ROAD, 3 FEET NORTH OF AN EAST-WEST FENCE
 LA0595'LINE AND 15 FEET NORTH OF THE CENTER
 LA0595'OF A FARM ROAD IN A CULTIVATED
 LA0595'FIELD.  THE SURFACE STATION IS ABOUT 1 FOOT BELOW THE
 LA0595'SURFACE OF
 LA0595'THE GROUND.
 LA0595'
 LA0595'REFERENCE MARK NO. 1 IS 3 FEET WEST OF THE EAST RIGHT-OF-WAY
 LA0595'FENCE OF THE
 LA0595'BOUNDARY ROAD, 21 FEET EAST OF ITS CENTER LINE, AND
 LA0595'51 FEET NORTH OF A TELEPHONE
 LA0595'POLE.
 LA0595'
 LA0595'REFERENCE MARK NO. 2 IS IN THE WEST RIGHT-OF-WAY FENCE OF
 LA0595'THE BOUNDARY ROAD,
 LA0595'17 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LA0595'AND 50 FEET NORTH OF THE NORTH END OF
 LA0595'A WOODEN GATE IN THE SAME
 LA0595'FENCE LINE.
 LA0595'
 LA0595'THE AZIMUTH MARK IS 14 FEET NORTH OF THE CENTER LINE OF A
 LA0595'GRAVEL ROAD (ABOUT
 LA0595'15 DEGREES OFF FROM AN EAST-WEST DIRECTION)
 LA0595'1 FOOT NORTH OF THE NORTH
 LA0595'RIGHT-OF-WAY FENCE OF THE SAME ROAD,
 LA0595'AND APPROXIMATELY 0.35 MILE EAST OF THE
 LA0595'STATE LINE ROAD.
 LA0595'
 LA0595'TO REACH THE STATION FROM WREN, A SMALL VILLAGE ON OHIO
 LA0595'STATE ROAD 51, GO
 LA0595'SOUTH 2.1 MILES TO A GRAVEL ROAD LEADING A LITTLE
 LA0595'SOUTH OF WEST, TURN WEST ON THIS
 LA0595'ROAD AND GO ABOUT 0.9 MILE
 LA0595'TO THE OHIO-INDIANA STATE LINE ROAD, TURN NORTH ON
 LA0595'THIS ROAD AND
 LA0595'GO ABOUT 0.1 MILE TO STATION ON THE EAST SIDE OF THE ROAD.
 LA0595'
 LA0595'SURFACE, UNDERGROUND, REFERENCE AND
 LA0595'AZIMUTH MARKS ARE SET
 LA0595'AS DESCRIBED IN NOTES 1A, 7A, 11A AND 11A,
 LA0595'RESPECTIVELY.
 LA0595
 LA0595                          STATION RECOVERY (1955)
 LA0595
 LA0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 LA0595'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE ORIGINAL
 LA0595'DESCRIPTION IS NO LONGER
 LA0595'ADEQUATE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LA0595'
 LA0595'THE STATION IS LOCATED ABOUT 10.5 MILES WEST OF OHIO CITY, 8 MILES
 LA0595'SOUTHEAST OF DECATUR,
 LA0595'INDIANA, 2 MILES NORTH-NORTHWEST OF WILLSHIRE AND ON LAND OWNED BY
 LA0595'THE BROWNS FAMILY.  IT IS 46 FEET
 LA0595'EAST OF THE CENTER OF A GRAVEL ROAD, 33 FEET EAST OF A POWERLINE
 LA0595'POLE, 22 FEET EAST-NORTHEAST OF A GATE
 LA0595'POST, 13 FEET NORTH OF THE CENTER OF A TRACK ROAD
 LA0595'AND 2 FEET NORTH OF A WHITE 4 INCH X 4 INCH WITNESS POST.
 LA0595'
 LA0595'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49 AND 81,
 LA0595'AND U.S. HIGHWAY 33 IN
 LA0595'WILLSHIRE, GO EAST ON STATE HIGHWAY 81 AND 49 FOR 0.1 MILE TO THE
 LA0595'JUNCTION OF STATE HIGHWAY 49 ON
 LA0595'THE LEFT, TURN LEFT (NORTH) AND FOLLOW STATE HIGHWAY 49 FOR 1.1
 LA0595'MILES TO WHERE STATE HIGHWAY 49 TURNS
 LA0595'TO THE RIGHT AND A GRAVELED ROAD CONTINUES STRAIGHT
 LA0595'AHEAD, GO NORTH ON GRAVELED ROAD FOR 0.4 MILE TO A
 LA0595'Y-JUNCTION, TURN RIGHT (NORTH) AND
 LA0595'FOLLOW THE GRAVELED ROAD FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT,
 LA0595'CONTINUE NORTHERLY FOR 0.1 MILE TO
 LA0595'A TRACK ROAD ON THE RIGHT AND THE STATION AS DESCRIBED.
 LA0595'
 LA0595'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED ROAD
 LA0595'FOR 0.1 MILE TO SIDE ROAD ON
 LA0595'THE LEFT, TUR LEFT (EAST) AND GO FOR 0.35 MILE TO THE AZIMUTH MARK ON
 LA0595'THE LEFT AS DESCRIBED BELOW.
 LA0595'
 LA0595'THE STATION MARK IS 14-INCHES BELOW THE SURFACE OF THE GROUND, AND
 LA0595'THE DISK IS STAMPED BROWN
 LA0595'1932 (NOTES 1A AND 7B).
 LA0595'
 LA0595'REFERENCE MARK 1 IS 20 FEET EAST OF THE CENTER OF THE GRAVELED ROAD,
 LA0595'6 FEET WEST OF A WIRE FENCE AND
 LA0595'1.5 FEET SOUTH OF A WHITE 4 INCH X 4 INCH WITNESS POST.  THE MARK
 LA0595'PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 LA0595'BROWN NO 1 1932 (NOTE 11A).
 LA0595'
 LA0595'REFERENCE MARK 2 IS 15 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 LA0595'AND 1 FOOT WEST OF A FENCE LINE.
 LA0595'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED BROWN NO 2 1932
 LA0595'(NOTE 11A).
 LA0595'
 LA0595'THE AZIMUTH MARK IS 18 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 LA0595'1.5 FEET NORTH OF A WHITE 4
 LA0595'INCH X 4 INCH WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 LA0595'MARK PROJECTS 3 INCHES, AND THE DISK IS
 LA0595'STAMPED BROWN 1932 (NOTE 16B).
 LA0595'
 LA0595'TRAVERSE STATION NO. 21 (U.S.G.S.) IS 0.1 MILE SOUTH OF THE STATION,
 LA0595'30 FEET NORTH OF THE CENTER OF
 LA0595'THE EAST-WEST GRAVELED ROAD, 21 FEET EAST OF THE CENTER OF THE
 LA0595'NORTH-SOUTH GRAVELED ROAD, 12 FEET SOUTH
 LA0595'OF A POWERLINE POLE AND 1 FOOT SOUTH OF A WHITE 4 INCH-
 LA0595'X 4 INCH WITNESS POST.  THE MARK IS A STANDARD
 LA0595'USGS CAP DISK BOLTED TO THE TOP OF A 3-INCH
 LA0595'CAST IRON PIPE, WHICH PROJECTS 12 INCHES, AND THE DISK IS STAMPED
 LA0595'TRAV STA NO 21 1909.
 LA0595'
 LA0595'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 38 METERS.
 LA0595
 LA0595                          STATION RECOVERY (1963)
 LA0595
 LA0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA0595'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 LA0595'DESCRIBED EXCEPT THAT A SMALL HOLE
 LA0595'IS RUSTED THRU IN THE IRON PIPE MONUMENT OF THE U.S.G.S. TRAVERSE
 LA0595'STATION.
 LA0595'
 LA0595'ABOUT 1.1 MILES NORTHERLY ALONG NO. 49 OHIO HWY. FROM ITS W ONE OF
 LA0595'TWO JUNCTIONS WITH NO.  51 OHIO HWY. AT
 LA0595'E END OF BRIDGE OVER ST. MARYS RIVER IN WILLSHIRE, THENCE STRAIGHT
 LA0595'AHEAD ON LEFT FORK GRAVEL ROAD 0.4 MILE
 LA0595'NORTHWESTERLY AND TAKE RIGHT FORK, THENCE 0.5 MILE N ON STATE LINE
 LA0595'ROAD TO CREST OF SLIGHT RIDGE AND THE STATION ON
 LA0595'RIGHT, 46-1/2 FEET E OF CENTER LINE OF
 LA0595'ROAD, 29.8 FEET SE OF CENTER OF NO. 833/22 CREOSOTED POWER POLE, 13
 LA0595'FEET N OF CENTER LINE OF TRACK FARM
 LA0595'ROAD, STANDARD DISKS IN 1A AND 7A MARKS STAMPED BROWN 1932, WITH THE
 LA0595'UPPER MARK ABOUT 1.1 FEET
 LA0595'UNDERGROUND.
 LA0595'
 LA0595'REFERENCE STAMPED BROWN NO 1 1932, NOTE 11A, PROJECTS 0.3 FOOT, IS
 LA0595'119.62 FEET (36.460 METERS)
 LA0595'S OF STATION, 20-1/2 FEET E OF CENTER LINE OF ROAD, 0.6 FOOT LOWER
 LA0595'THAN SAME, AND 1.9 FEET N OF STEEL
 LA0595'WITNESS POST.
 LA0595'
 LA0595'REFERENCE STAMPED BROWN NO 2 1932, NOTE 11A, PROJECTS 0.1 FOOT, IS
 LA0595'123.75 FEET (37.719 METERS)
 LA0595'NW OF STATION, 22-1/2 FEET W OF CENTER LINE OF ROAD, AND IN FENCE
 LA0595'LINE.  *
 LA0595'AZIMUTH STAMPED BROWN 1932 AZIMUTH, NOTE 11A,
 LA0595'PROJECTS 0.3 FOOT, IS ABOUT 0.35 MILE
 LA0595'ESE OF STATION, ON CREST OF SLIGHT RIDGE, 19 FEET N OF CENTER
 LA0595'LINE OF GRAVEL ROAD, AND 1.6 FEET E OF
 LA0595'STEEL WITNESS POST.
 LA0595'*
 LA0595'THE U.S.G.S. TRAVERSE STATION STAMPED TRAV STA
 LA0595'NO 21 1909 819 IS A STANDARD BRONZE-
 LA0595'CAPPED IRON PIPE (A SMALL HOLE RUSTED THRU ON N SIDE AT THE
 LA0595'GROUND LINE) PROJECTING A FOOT
 LA0595'ABOVE GROUND, IS 150.565 METERS (493.98 FEET) (1932 MEASUREMENT
 LA0595'CHECKED AT THIS TIME BY PACING
 LA0595'ONLY) S OF THE STATION, 21 FEET E OF CENTER LINE OF ROAD, 30 FEET N
 LA0595'OF CENTER LINE OF E-W GRAVEL ROAD BY THE
 LA0595'AZIMUTH MARK, AND 12-1/2 FEET S OF NO. 833/24 CREOSOTED
 LA0595'POWER POLE.
 LA0595
 LA0595                          STATION RECOVERY (1970)
 LA0595
 LA0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (JWJ)
 LA0595'THE STATION MARK AND ALL OTHER MARKS WERE RECOVERED IN GOOD
 LA0595'CONDITION.  THE
 LA0595'DISTANCE TO REFERENCE MARKS 1 AND 2 WAS NOTED AND VERIFIED
 LA0595'AS BEING DIFFERENT
 LA0595'FROM THE 1955 DATA, THE DIFFERENCE WAS, REFERENCE
 LA0595'MARK 1, 0.024 METER AND REFERENCE
 LA0595'MARK 2, 0.021 METER.  THE DIRECTION
 LA0595'TO ALL MARKS COMPARES FAVORABLY TO THAT OF 1955.
 LA0595'DUE TO CHANGES IN THE
 LA0595'AREA A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 LA0595'
 LA0595'THE STATION IS LOCATED ABOUT 10-1/2 MILES WEST OF OHIO CITY, 8
 LA0595'MILES SOUTHEAST OF
 LA0595'DECATUR, INDIANA, 2 MILES NORTH-NORTHWEST OF WILLSHIRE
 LA0595'AND ON PROPERTY OWNED BY MR. KENITH
 LA0595'BOLLENBACHER, ROUTE 5 DECATUR,
 LA0595'INDIANA WHO LIVES ABOUT 0.2 MILE NORTH OF THE STATION.
 LA0595'
 LA0595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 LA0595'HIGHWAYS 49 AND 81
 LA0595'IN WILLSHIRE GO EAST ON HIGHWAYS 49 AND 81 FOR 0.1
 LA0595'MILE TO THEIR JUNCTION.  TURN LEFT
 LA0595'AND GO NORTH ON HIGHWAY 49 FOR 1 MILE
 LA0595'TO A FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON
 LA0595'PIQUA ROAD FOR 0.45
 LA0595'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON GRAVELED STATE
 LA0595'LINE ROAD FOR 0.4
 LA0595'MILE TO A SIDE ROAD RIGHT (TO REACH THE AZIMUTH MARK
 LA0595'FROM THIS POINT TURN RIGHT AND GO
 LA0595'EAST ON A GRAVELED ROAD FOR 0.4 MILE
 LA0595'TO THE AZIMUTH MARK ON THE LEFT IN THE NORTH
 LA0595'RIGHT-OF-WAY FENCE LINE.)
 LA0595'CONTINUE NORTH ON STATE LINE ROAD FOR 0.1 MILE TO A DRIVEWAY ON
 LA0595'THE RIGHT AND
 LA0595'THE STATION IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 LA0595'
 LA0595'THE STATION MARK IS A STANDARD DISK STAMPED BROWN 1932, SET IN THE
 LA0595'TOP OF A
 LA0595'CYLINDRICAL MASS OF CONCRETE WHICH IS 14 INCHES BELOW THE
 LA0595'SURFACE OF THE GROUND.  IT
 LA0595'IS 45 FEET EAST OF THE CENTER OF THE ROAD,
 LA0595'35 FEET NORTHEAST OF A GATE POST, 31 FEET
 LA0595'SOUTHEAST OF A METAL WITNESS
 LA0595'POST WITH SIGN ATTACHED AND 15 FEET NORTH OF THE CENTER OF
 LA0595'THE DRIVEWAY.  NOTE
 LA0595'1B7A.
 LA0595'
 LA0595'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROWN NO 1 1932, SET IN
 LA0595'THE TOP OF A
 LA0595'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 LA0595'INCHES.  IT IS 102 FEET SOUTH
 LA0595'OF THE CENTER OF THE DRIVEWAY, 20 FEET
 LA0595'EAST OF THE CENTER OF THE ROAD AND 2 FEET NORTH
 LA0595'OF A METAL WITNESS POST
 LA0595'WITH SIGN ATTACHED.  NOTE 11A.
 LA0595'
 LA0595'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BROWN NO 2 1932, SET IN
 LA0595'THE TOP OF A
 LA0595'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1-
 LA0595'INCH.  IT IS 95 FEET NORTHWEST
 LA0595'OF A METAL WITNESS POST, 25 FEET WEST OF
 LA0595'THE CENTER OF THE ROAD AND IN THE WEST
 LA0595'RIGHT-OF-WAY FENCE.  NOTE 11A.
 LA0595'
 LA0595'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BROWN
 LA0595'1932 AZIMUTH, IT
 LA0595'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 LA0595'WHICH PROJECTS 4 INCHES.  IT IS 18
 LA0595'FEET NORTH OF THE CENTER OF THE
 LA0595'GRAVELED ROAD, 1.5 FEET EAST OF A METAL WITNESS POST
 LA0595'WITH SIGN ATTACHED
 LA0595'AND 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
 LA0595'
 LA0595'TRAVERSE STATION NO. 21 IS A STANDARD USGS CAP DISK STAMPED PRIM
 LA0595'TRAV STA NO 21
 LA0595'1909, BOLTED TO THE TOP OF A 3-INCH CAST IRON PIPE,
 LA0595'WHICH PROJECTS 1 FOOT.  IT IS 30
 LA0595'FEET NORTH OF THE CENTER OF THE EAST-
 LA0595'WEST ROAD, 21 FEET EAST OF THE CENTER OF THE STATE
 LA0595'LINE ROAD, 12 FEET
 LA0595'SOUTH OF A POWER POLE AND IN FENCE LINE.
 LA0595'
 LA0595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES
 LA0595'NORTH-NORTHWEST OF WILLSHIRE
 LA0595'
 LA0595'HEIGHT OF LIGHT ABOVE STATION MARK 127.85 FEET.
 LA0595
 LA0595                          STATION RECOVERY (1970)
 LA0595
 LA0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 LA0595'2 MI NNW FROM WILLSHIRE.
 LA0595'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAYS 49 AND 81 FROM THEIR
 LA0595'JUNCTION WITH U.S. HIGHWAY 33, THENCE NORTH ALONG STATE HIGHWAY
 LA0595'49 1.0 MILE TO A FORK, THENCE 0.45 MILE NORTHWEST ON THE LEFT
 LA0595'FORK, PIQUA ROAD, TO A SIDE ROAD, THENCE NORTH 0.5 MILE ALONG
 LA0595'STATE LINE ROAD, 45 FEET EAST OF THE CENTER OF STATE LINE ROAD,
 LA0595'35 FEET NORTHEAST OF A GATE POST, 31 FEET SOUTHEAST OF A METAL
 LA0595'WITNESS POST WITH SIGN, AND 15 FEET NORTH OF THE CENTER OF A
 LA0595'DRIVEWAY, SET IN THE TOP OF A CYLINDRICAL MASS OF CONCRETE 14
 LA0595'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1424 ***********************************************************************
 JY1424  DESIGNATION -  BROWN
 JY1424  PID         -  JY1424
 JY1424  STATE/COUNTY-  OH/HOCKING
 JY1424  USGS QUAD   -  ROCKBRIDGE (1992)
 JY1424
 JY1424                         *CURRENT SURVEY CONTROL
 JY1424  ___________________________________________________________________
 JY1424* NAD 83(1995)-  39 33 53.86928(N)    082 36 10.02868(W)     ADJUSTED  
 JY1424* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 JY1424  ___________________________________________________________________
 JY1424  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JY1424  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JY1424
 JY1424  HORZ ORDER  -  SECOND
 JY1424
 JY1424.The horizontal coordinates were established by classical geodetic methods
 JY1424.and adjusted by the National Geodetic Survey in April 1998..
 JY1424
 JY1424.The orthometric height was scaled from a topographic map.
 JY1424
 JY1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1424
 JY1424.The geoid height was determined by GEOID03.
 JY1424
 JY1424;                    North         East     Units Scale Factor Converg.
 JY1424;SPC OH S     -   173,737.475   591,167.807   MT  0.99994086   -0 03 54.8
 JY1424;UTM  17      - 4,380,701.039   362,319.011   MT  0.99983339   -1 01 15.8
 JY1424
 JY1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1424!SPC OH S     -   0.99994827  x   0.99994086  =   0.99988913
 JY1424!UTM  17      -   0.99994827  x   0.99983339  =   0.99978167
 JY1424
 JY1424                          SUPERSEDED SURVEY CONTROL
 JY1424
 JY1424  NAD 83(1986)-  39 33 53.87333(N)    082 36 10.03284(W) AD(       ) 2
 JY1424  NAD 27      -  39 33 53.64600(N)    082 36 10.45200(W) AD(       ) 2
 JY1424
 JY1424.Superseded values are not recommended for survey control.
 JY1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1424.See file dsdata.txt to determine how the superseded data were derived.
 JY1424
 JY1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD6231980701(NAD 83)
 JY1424_MARKER: V = STONE MONUMENT
 JY1424_SETTING: 0 = UNSPECIFIED SETTING
 JY1424_MARK LOGO: USGS  
 JY1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1424
 JY1424  HISTORY     - Date     Condition        Report By
 JY1424  HISTORY     - 1881     MONUMENTED       USGS
 JY1424  HISTORY     - 1945     GOOD             CGS
 JY1424
 JY1424                          STATION DESCRIPTION
 JY1424
 JY1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1424'STATION IS LOCATED ON A HIGH PROMINENT HILL ABOUT 13 MILES (BY ROAD)
 JY1424'WNW OF LOGAN AND ABOUT 12 MILES (AIR LINE) S OF LANCASTER ON LAND
 JY1424'OWNED BY MR. WILLIS BROWN.  IT IS 15.2 FEET E OF THE E FENCE OF
 JY1424'BROWNS PRIVATE CEMETERY, 41.5 FEET SE OF THE NE CORNER OF THE
 JY1424'CEMETERY, AND 60 FEET NE OF THE SE CORNER OF THE FENCE.  THE MARK IS
 JY1424'A 6- BY 6-INCH MARBLE POST, 30 INCHES LONG WITH A CROSS ON THE TOP
 JY1424'AND USGS ENGRAVED ON THE TOP.  THE POST PROJECTS ABOUT 8 INCHES.
 JY1424'
 JY1424'A TRAVERSE CONNECTION WAS MADE TO BROWN 2, DISTANCE 118.31 FEET.
 JY1424'
 JY1424'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 JY1424'HIGHWAY 796 IN ROCKBRIDGE, GO W ON U.S. HIGHWAY 33 FOR 0.5 MILE TO
 JY1424'A GRAVELED ROAD LEFT, TURN LEFT AND GO UP A STEEP GRADE AND FOLLOW
 JY1424'THE MAIN TRAVELED ROAD FOR 2.1 MILES TO A FORK, KEEP RIGHT AND GO
 JY1424'3.1 MILES TO A CROSSROAD AND A HOUSE ON THE NW CORNER, TURN RIGHT AND
 JY1424'GO 0.1 MILE TO A DIM ROAD RIGHT LEADING TO THE CEMETERY.  TURN RIGHT
 JY1424'FOR 0.05 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1425 ***********************************************************************
 JY1425  DESIGNATION -  BROWN 2
 JY1425  PID         -  JY1425
 JY1425  STATE/COUNTY-  OH/HOCKING
 JY1425  USGS QUAD   -  ROCKBRIDGE (1992)
 JY1425
 JY1425                         *CURRENT SURVEY CONTROL
 JY1425  ___________________________________________________________________
 JY1425* NAD 83(1995)-  39 33 53.40941(N)    082 36 11.41760(W)     ADJUSTED  
 JY1425* NAVD 88     -       363.34   (+/-2cm)    1192.1    (feet)  VERTCON   
 JY1425  ___________________________________________________________________
 JY1425  X           -     633,903.480 (meters)                     COMP
 JY1425  Y           -  -4,882,902.633 (meters)                     COMP
 JY1425  Z           -   4,041,065.084 (meters)                     COMP
 JY1425  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JY1425  ELLIP HEIGHT-         329.15  (meters)          (10/07/05) GPS OBS
 JY1425  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JY1425
 JY1425  HORZ ORDER  -  FIRST
 JY1425  VERT ORDER  -  THIRD ? (See Below)
 JY1425  ELLP ORDER  -  FOURTH    CLASS I
 JY1425
 JY1425.The horizontal coordinates were established by classical geodetic methods
 JY1425.and adjusted by the National Geodetic Survey in April 1998..
 JY1425
 JY1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1425.The vertical order pertains to the NGVD 29 superseded value.
 JY1425
 JY1425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1425
 JY1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1425
 JY1425.The ellipsoidal height was determined by GPS observations
 JY1425.and is referenced to NAD 83.
 JY1425
 JY1425.The geoid height was determined by GEOID03.
 JY1425
 JY1425;                    North         East     Units Scale Factor Converg.
 JY1425;SPC OH S     -   173,723.331   591,134.639   MT  0.99994085   -0 03 55.7
 JY1425;UTM  17      - 4,380,687.451   362,285.615   MT  0.99983350   -1 01 16.7
 JY1425
 JY1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1425!SPC OH S     -   0.99994836  x   0.99994085  =   0.99988922
 JY1425!UTM  17      -   0.99994836  x   0.99983350  =   0.99978187
 JY1425
 JY1425:                Primary Azimuth Mark                     Grid Az
 JY1425:SPC OH S     -  SUGAR GROVE LOOKOUT TOWER                061 38 33.8
 JY1425:UTM  17      -  SUGAR GROVE LOOKOUT TOWER                062 35 54.8
 JY1425
 JY1425|---------------------------------------------------------------------|
 JY1425| PID    Reference Object                     Distance      Geod. Az  |
 JY1425|                                                           dddmmss.s |
 JY1425| JY1426 SUGAR GROVE LOOKOUT TOWER           APPROX. 9.3 KM 0613438.1 |
 JY1425| JY1424 BROWN                                36.060 METERS 06650     |
 JY1425| CE5823 BROWN 2 AZ MK                                      0922426.6 |
 JY1425| CE5825 BROWN 2 RM 2                         23.145 METERS 10020     |
 JY1425| JY1399 ROCK HOUSE LOOKOUT TOWER            APPROX. 7.7 KM 1855522.8 |
 JY1425| JY1431 BOYS INDUSTRIAL SCHOOL SPIPE        APPROX. 8.9 KM 3463017.6 |
 JY1425| JY1418 BOYS INDUSTRIAL SCHOOL STACK        APPROX. 8.9 KM 3491152.9 |
 JY1425| CE5824 BROWN 2 RM 1                         17.636 METERS 35741     |
 JY1425|---------------------------------------------------------------------|
 JY1425
 JY1425                          SUPERSEDED SURVEY CONTROL
 JY1425
 JY1425  ELLIP H (04/01/98)  329.19   (m)                       GP(       ) 4 1
 JY1425  NAD 83(1986)-  39 33 53.41347(N)    082 36 11.42173(W) AD(       ) 1
 JY1425  NAD 27      -  39 33 53.18600(N)    082 36 11.84100(W) AD(       ) 1
 JY1425  NGVD 29 (07/19/86)  363.48   (m)         1192.5    (f) LEVELING    3  
 JY1425
 JY1425.Superseded values are not recommended for survey control.
 JY1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1425.See file dsdata.txt to determine how the superseded data were derived.
 JY1425
 JY1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD6228680687(NAD 83)
 JY1425_MARKER: DS = TRIANGULATION STATION DISK
 JY1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1425_SP_SET: CONCRETE POST
 JY1425_STAMPING: BROWN 2 1945
 JY1425_MARK LOGO: CGS   
 JY1425_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1425+STABILITY: SURFACE MOTION
 JY1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1425+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 JY1425
 JY1425  HISTORY     - Date     Condition        Report By
 JY1425  HISTORY     - 1945     MONUMENTED       CGS
 JY1425  HISTORY     - 1945     GOOD             CGS
 JY1425  HISTORY     - 19910827 GOOD             WOOLPT
 JY1425
 JY1425                          STATION DESCRIPTION
 JY1425
 JY1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1425'STATION IS LOCATED ON A HIGH PROMINENT HILL ABOUT 13 MILES (BY ROAD)
 JY1425'WNW OF LOGAN AND ABOUT 12 MILES (AIR LINE) S OF LANCASTER.  IT IS
 JY1425'ON LAND OWNED BY WILLIS BROWN.  IT IS IN THE W FENCE LINE OF BROWNS
 JY1425'PRIVATE OWNED CEMETERY AND ABOUT 1 MILE N OF BROWNS CORNERS.  IT IS
 JY1425'18.6 FEET N OF THE SW CORNER OF THE CEMETERY, 81.8 FEET S OF THE NW
 JY1425'CORNER OF THE CEMETERY, AND 3 FEET N OF A STANDARD WITNESS POST.
 JY1425'
 JY1425'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST.
 JY1425'THE DISK IS STAMPED BROWN 2 1945 AND IS FLUSH WITH THE GROUND.
 JY1425'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 JY1425'
 JY1425'REFERENCE MARK 1 IS 57.86 FEET N OF THE STATION IN THE W FENCE LINE
 JY1425'OF THE CEMETERY.  IT IS 24 FEET SOUTH OF THE WEST CORNER OF THE
 JY1425'CEMETERY.  IT IS A BRONZE REFERENCE DISK SET
 JY1425'IN TOP OF CONCRETE POST, IS
 JY1425'STAMPED BROWN 2 NO. 1 1945, AND IS FLUSH WITH THE GROUND.
 JY1425'
 JY1425'REFERENCE MARK 2 IS 75.93 FEET SE OF THE STATION IN THE S FENCE LINE
 JY1425'OF THE CEMETERY.  IT IS 24.5 FEET W OF THE SE CORNER OF THE
 JY1425'CEMETERY.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 JY1425'POST, IS STAMPED BROWN 2 NO. 2 1945, AND IS FLUSH WITH THE
 JY1425'GROUND.
 JY1425'
 JY1425'AZIMUTH MARK IS ABOUT 0.3 MILE E OF THE STATION IN THE E FENCE LINE
 JY1425'OF THE ROAD.  IT IS 33 FEET E OF THE APPROXIMATE CENTER OF THE
 JY1425'ROAD AND 3 FEET S OF A STANDARD WITNESS POST.  IT IS A BRONZE AZIMUTH
 JY1425'DISK SET IN TOP OF A CONCRETE POST.  IT IS STAMPED BROWN 2 1945 AND
 JY1425'IS FLUSH WITH THE GROUND.
 JY1425'
 JY1425'STATION BROWN 1881 IS 118.31 FEET NE OF THE STATION.  IT IS 15.2 FEET
 JY1425'E OF THE E FENCE OF THE CEMETERY, 60.0 FEET NE OF THE SE CORNER
 JY1425'OF THE FENCE, AND 41.5 FEET SE OF THE NE CORNER OF THE CEMETERY.  THE
 JY1425'MARK IS A 6- BY 6-INCH MARBLE POST 30 INCHES LONG WITH A CROSS ON
 JY1425'THE TOP AND USGS ENGRAVED ON THE TOP.  THE MARK PROJECTS ABOUT 8
 JY1425'INCHES.
 JY1425'
 JY1425'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 JY1425'HIGHWAY 796 IN ROCKBRIDGE, GO W ON U.S. HIGHWAY 33 FOR 0.5 MILE TO
 JY1425'A GRAVEL ROAD LEFT, TURN LEFT AND GO UP STEEP GRADE AND FOLLOW MAIN
 JY1425'TRAVELED ROAD FOR 2.10 MILES TO A FORK, KEEP RIGHT FORK AND GO 2.7
 JY1425'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR
 JY1425'0.4 MILES TO A CROSS ROADS AND A HOUSE ON THE NW CORNER, TURN RIGHT
 JY1425'AND GO 0.1 MILE TO THE DRIVE LEADING TO THE BROWN PRIVATE CEMETERY,
 JY1425'TURN RIGHT AND GO ABOUT 0.05 MILE TO THE ENTRANCE TO THE CEMETERY
 JY1425'AND STATION.
 JY1425'
 JY1425'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JY1425
 JY1425                          STATION RECOVERY (1945)
 JY1425
 JY1425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 JY1425'RECOVERED IN GOOD CONDITION.
 JY1425
 JY1425                          STATION RECOVERY (1991)
 JY1425
 JY1425'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JY1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0592 ***********************************************************************
 LA0592  DESIGNATION -  BROWN AZ MK
 LA0592  PID         -  LA0592
 LA0592  STATE/COUNTY-  OH/VAN WERT
 LA0592  USGS QUAD   -  WREN (1994)
 LA0592
 LA0592                         *CURRENT SURVEY CONTROL
 LA0592  ___________________________________________________________________
 LA0592* NAD 83(1986)-  40 46 17.     (N)    084 47 44.     (W)     SCALED    
 LA0592* NAVD 88     -       250.372  (meters)     821.43   (feet)  ADJUSTED  
 LA0592  ___________________________________________________________________
 LA0592  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LA0592  DYNAMIC HT  -         250.260 (meters)     821.06  (feet)  COMP
 LA0592  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 LA0592
 LA0592  VERT ORDER  -  SECOND    CLASS 0
 LA0592
 LA0592.The horizontal coordinates were scaled from a topographic map and have
 LA0592.an estimated accuracy of +/- 6 seconds.
 LA0592
 LA0592.The orthometric height was determined by differential leveling
 LA0592.and adjusted by the National Geodetic Survey in June 1991..
 LA0592
 LA0592.The geoid height was determined by GEOID03.
 LA0592
 LA0592.The dynamic height is computed by dividing the NAVD 88
 LA0592.geopotential number by the normal gravity value computed on the
 LA0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0592.degrees latitude (g = 980.6199 gals.).
 LA0592
 LA0592.The modeled gravity was interpolated from observed gravity values.
 LA0592
 LA0592;                    North         East    Units  Estimated Accuracy
 LA0592;SPC OH N     -   125,230.      406,230.      MT  (+/- 180 meters Scaled)
 LA0592
 LA0592                          SUPERSEDED SURVEY CONTROL
 LA0592
 LA0592  NGVD 29 (??/??/92)  250.53   (m)          821.9    (f) COMPUTED    2 0
 LA0592
 LA0592.Superseded values are not recommended for survey control.
 LA0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0592.See file dsdata.txt to determine how the superseded data were derived.
 LA0592
 LA0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL860157(NAD 83)
 LA0592_MARKER: DR = REFERENCE MARK DISK
 LA0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0592_STAMPING: BROWN AZIMUTH 1932
 LA0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0592+STABILITY: SURFACE MOTION
 LA0592
 LA0592  HISTORY     - Date     Condition        Report By
 LA0592  HISTORY     - 1932     MONUMENTED       CGS
 LA0592  HISTORY     - 1970     GOOD             NGS
 LA0592
 LA0592                          STATION DESCRIPTION
 LA0592
 LA0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA0592'2 MI NNW FROM WILLSHIRE.
 LA0592'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAYS 49 AND 81 FROM THEIR
 LA0592'JUNCTION WITH U.S. HIGHWAY 33, THENCE NORTH ALONG STATE HIGHWAY
 LA0592'49 FOR 1.0 MILE TO A FORK, THENCE 0.45 MILE NORTHWEST ON THE LEFT
 LA0592'FORK, PIQUA ROAD, TO A SIDE ROAD, THENCE NORTH 0.4 MILE ALONG
 LA0592'STATE LINE ROAD TO A SIDE ROAD, THENCE 0.4 MILE EAST ALONG A
 LA0592'GRAVELED ROAD, 18 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 LA0592'1.5 FEET EAST OF A METAL WITNESS POST WITH SIGN, AND 1 FOOT
 LA0592'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, SET IN THE TOP OF A
 LA0592'CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE
 LA0592'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0594 ***********************************************************************
 LA0594  DESIGNATION -  BROWN RM 1
 LA0594  PID         -  LA0594
 LA0594  STATE/COUNTY-  OH/VAN WERT
 LA0594  USGS QUAD   -  WREN (1994)
 LA0594
 LA0594                         *CURRENT SURVEY CONTROL
 LA0594  ___________________________________________________________________
 LA0594* NAD 83(1986)-  40 46 18.     (N)    084 48 08.     (W)     SCALED    
 LA0594* NAVD 88     -       249.293  (meters)     817.89   (feet)  ADJUSTED  
 LA0594  ___________________________________________________________________
 LA0594  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LA0594  DYNAMIC HT  -         249.181 (meters)     817.52  (feet)  COMP
 LA0594  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 LA0594
 LA0594  VERT ORDER  -  SECOND    CLASS 0
 LA0594
 LA0594.The horizontal coordinates were scaled from a topographic map and have
 LA0594.an estimated accuracy of +/- 6 seconds.
 LA0594
 LA0594.The orthometric height was determined by differential leveling
 LA0594.and adjusted by the National Geodetic Survey in June 1991..
 LA0594
 LA0594.The geoid height was determined by GEOID03.
 LA0594
 LA0594.The dynamic height is computed by dividing the NAVD 88
 LA0594.geopotential number by the normal gravity value computed on the
 LA0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0594.degrees latitude (g = 980.6199 gals.).
 LA0594
 LA0594.The modeled gravity was interpolated from observed gravity values.
 LA0594
 LA0594;                    North         East    Units  Estimated Accuracy
 LA0594;SPC OH N     -   125,270.      405,670.      MT  (+/- 180 meters Scaled)
 LA0594
 LA0594                          SUPERSEDED SURVEY CONTROL
 LA0594
 LA0594  NGVD 29 (??/??/92)  249.450  (m)          818.40   (f) ADJ UNCH    2 0
 LA0594
 LA0594.Superseded values are not recommended for survey control.
 LA0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0594.See file dsdata.txt to determine how the superseded data were derived.
 LA0594
 LA0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL854157(NAD 83)
 LA0594_MARKER: DR = REFERENCE MARK DISK
 LA0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0594_STAMPING: BROWN NO 1 1932
 LA0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0594+STABILITY: SURFACE MOTION
 LA0594
 LA0594  HISTORY     - Date     Condition        Report By
 LA0594  HISTORY     - 1932     MONUMENTED       CGS
 LA0594  HISTORY     - 1970     GOOD             NGS
 LA0594
 LA0594                          STATION DESCRIPTION
 LA0594
 LA0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LA0594'2 MI NNW FROM WILLSHIRE.
 LA0594'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAYS 49 AND 81 FROM THEIR
 LA0594'JUNCTION WITH U.S. HIGHWAY 33, THENCE NORTH ALONG STATE HIGHWAY
 LA0594'49 FOR 1.0 MILE TO A FORK, THENCE 0.45 MILE NORTHWEST OF THE
 LA0594'LEFT FORK, PIQUA ROAD, TO A SIDE ROAD, THENCE NORTH 0.5 MILE
 LA0594'ALONG STATE LINE ROAD, 120 FEET SOUTH OF THE STATION MARK, 102
 LA0594'FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 20 FEET EAST OF THE
 LA0594'CENTER OF STATE LINE ROAD AND 2 FEET NORTH OF A METAL WITNESS
 LA0594'POST WITH SIGN, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LA0594'MONUMENT PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2402 ***********************************************************************
 LA2402  DESIGNATION -  BROWN RM A
 LA2402  PID         -  LA2402
 LA2402  STATE/COUNTY-  OH/VAN WERT
 LA2402  USGS QUAD   -  WREN (1994)
 LA2402
 LA2402                         *CURRENT SURVEY CONTROL
 LA2402  ___________________________________________________________________
 LA2402* NAD 83(1995)-  40 46 22.77079(N)    084 48 06.64020(W)     ADJUSTED  
 LA2402* NAVD 88     -       249.14   (+/-2cm)     817.4    (feet)  VERTCON   
 LA2402  ___________________________________________________________________
 LA2402  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 LA2402  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LA2402
 LA2402  HORZ ORDER  -  FIRST
 LA2402  VERT ORDER  -  THIRD ? (See Below)
 LA2402
 LA2402.The horizontal coordinates were established by classical geodetic methods
 LA2402.and adjusted by the National Geodetic Survey in April 1998..
 LA2402
 LA2402.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA2402.The vertical order pertains to the NGVD 29 superseded value.
 LA2402
 LA2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2402
 LA2402.The geoid height was determined by GEOID03.
 LA2402
 LA2402;                    North         East     Units Scale Factor Converg.
 LA2402;SPC OH N     -   125,417.015   405,702.781   MT  0.99995230   -1 30 43.9
 LA2402;SPC IN E     -   613,709.248   173,009.023   MT  1.00003225   +0 33 53.3
 LA2402;SPC IN E     - 2,013,477.76    567,613.77   sFT  1.00003225   +0 33 53.3
 LA2402;UTM  16      - 4,515,882.055   685,507.844   MT  1.00002359   +1 26 09.4
 LA2402
 LA2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2402!SPC OH N     -   0.99996617  x   0.99995230  =   0.99991847
 LA2402!SPC IN E     -   0.99996617  x   1.00003225  =   0.99999842
 LA2402!UTM  16      -   0.99996617  x   1.00002359  =   0.99998976
 LA2402
 LA2402:                Primary Azimuth Mark                     Grid Az
 LA2402:SPC OH N     -  WABASH MARATHON PIPELINE MAST            170 16 38.4
 LA2402:SPC IN E     -  WABASH MARATHON PIPELINE MAST            168 12 01.2
 LA2402:UTM  16      -  WABASH MARATHON PIPELINE MAST            167 19 45.1
 LA2402
 LA2402|---------------------------------------------------------------------|
 LA2402| PID    Reference Object                     Distance      Geod. Az  |
 LA2402|                                                           dddmmss.s |
 LA2402| LA2382 WABASH MARATHON PIPELINE MAST       APPROX.22.4 KM 1684554.5 |
 LA2402| LA0595 BROWN                                29.453 METERS 28937     |
 LA2402| LA0691 BAXTER                              APPROX.12.7 KM 3594313.4 |
 LA2402|---------------------------------------------------------------------|
 LA2402
 LA2402                          SUPERSEDED SURVEY CONTROL
 LA2402
 LA2402  NAD 83(1986)-  40 46 22.77296(N)    084 48 06.65560(W) AD(       ) 1
 LA2402  NAD 27      -  40 46 22.60243(N)    084 48 06.78903(W) AD(       ) 1
 LA2402  NGVD 29 (07/19/86)  249.30   (m)          817.9    (f) LEVELING    3  
 LA2402
 LA2402.Superseded values are not recommended for survey control.
 LA2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2402.See file dsdata.txt to determine how the superseded data were derived.
 LA2402
 LA2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8550815882(NAD 83)
 LA2402_MARKER: DG = GRAVITY STATION DISK
 LA2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA2402_STAMPING: BROWN RM A 1970
 LA2402_MARK LOGO: CGS   
 LA2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2402+STABILITY: SURFACE MOTION
 LA2402
 LA2402  HISTORY     - Date     Condition        Report By
 LA2402  HISTORY     - 1970     MONUMENTED       CGS
 LA2402
 LA2402                          STATION DESCRIPTION
 LA2402
 LA2402'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (WMJ)
 LA2402'THE STATION IS LOCATED ABOUT 10-1/2 MILES WEST OF OHIO CITY, 8
 LA2402'MILES SOUTHEAST OF DECATUR, INDIANA, 2 MILES NORTH-NORTHWEST OF
 LA2402'WILLSHIRE AND ON PROPERTY OWNED BY MR. KENITH BOLLENBACHER, ROUTE
 LA2402'5, DECATUR, INDIANA WHO LIVES ABOUT 0.2 MILE NORTH OF THE STATION.
 LA2402'
 LA2402'THE STATION MARK IS A STANDARD DISK, STAMPED BROWN RM A 1970, SET IN
 LA2402'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 18-INCHES BELOW
 LA2402'THE GROUND SURFACE.  IT IS 145.8 FEET NORTHEAST OF A METAL WITNESS
 LA2402'POST WITH SIGN ATTACHED, 134 FEET EAST OF THE CENTER OF STATE LINE
 LA2402'ROAD AND 15 FEET SOUTH OF A FIELD ROAD.
 LA2402'
 LA2402'TO REACH THE STATION SEE THE DESCRIPTION TO TRIANGULATION STATION
 LA2402'BROWN 1932 THEREOF.
 LA2402'
 LA2402'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1102 ***********************************************************************
 MC1102  DESIGNATION -  BROWNHELM RESET
 MC1102  PID         -  MC1102
 MC1102  STATE/COUNTY-  OH/LORAIN
 MC1102  USGS QUAD   -  VERMILION EAST (1979)
 MC1102
 MC1102                         *CURRENT SURVEY CONTROL
 MC1102  ___________________________________________________________________
 MC1102* NAD 83(1995)-  41 23 18.57905(N)    082 18 27.66400(W)     ADJUSTED  
 MC1102* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 MC1102  ___________________________________________________________________
 MC1102  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 MC1102  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 MC1102
 MC1102  HORZ ORDER  -  FIRST
 MC1102
 MC1102.The horizontal coordinates were established by classical geodetic methods
 MC1102.and adjusted by the National Geodetic Survey in April 1998..
 MC1102
 MC1102.The orthometric height was scaled from a topographic map.
 MC1102
 MC1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1102
 MC1102.The geoid height was determined by GEOID03.
 MC1102
 MC1102;                    North         East     Units Scale Factor Converg.
 MC1102;SPC OH N     -   191,221.640   616,084.385   MT  0.99995478   +0 07 34.8
 MC1102;UTM  17      - 4,582,710.038   390,668.814   MT  0.99974710   -0 51 52.8
 MC1102
 MC1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1102!SPC OH N     -   0.99996940  x   0.99995478  =   0.99992419
 MC1102!UTM  17      -   0.99996940  x   0.99974710  =   0.99971651
 MC1102
 MC1102|---------------------------------------------------------------------|
 MC1102| PID    Reference Object                     Distance      Geod. Az  |
 MC1102|                                                           dddmmss.s |
 MC1102| CF2944 BROWNHELM RP EAST                    57.243 METERS 09231     |
 MC1102| CF2941 BROWNHELM AZ MK                                    1795323.3 |
 MC1102| CF2945 BROWNHELM RP SOUTH                   14.715 METERS 19001     |
 MC1102| CF2946 BROWNHELM RP WEST                    43.268 METERS 23317     |
 MC1102| CF2943 BROWNHELM RM 2                       22.561 METERS 23833     |
 MC1102| CF2942 BROWNHELM RM 1                       20.085 METERS 35702     |
 MC1102|---------------------------------------------------------------------|
 MC1102
 MC1102                          SUPERSEDED SURVEY CONTROL
 MC1102
 MC1102  NAD 83(1995)-  41 23 18.58690(N)    082 18 27.67407(W) AD(       ) 1
 MC1102  NAD 83(1986)-  41 23 18.58848(N)    082 18 27.67493(W) AD(       ) 1
 MC1102  NAD 27      -  41 23 18.39939(N)    082 18 28.08724(W) AD(       ) 1
 MC1102
 MC1102.Superseded values are not recommended for survey control.
 MC1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1102.See file dsdata.txt to determine how the superseded data were derived.
 MC1102
 MC1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9066982710(NAD 83)
 MC1102
 MC1102  HISTORY     - Date     Condition        Report By
 MC1102  HISTORY     - 1877     MONUMENTED       USLS
 MC1102  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MC1102  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MC1102  HISTORY     - 1970     SEE DESCRIPTION  OHHD
 MC1102  HISTORY     - 1975     SEE DESCRIPTION  USLS
 MC1102  HISTORY     - 19970419 MARK NOT FOUND   USPSQD
 MC1102
 MC1102                          STATION DESCRIPTION
 MC1102
 MC1102'DESCRIBED BY US LAKE SURVEY 1877
 MC1102'THIS STATION
 MC1102'IS SITUATED NEAR
 MC1102'THE CENTER OF BROWNHELM TOWNSHIP, LORAIN
 MC1102'COUNTY, OHIO, ABOUT 1-1/2 MILES IN
 MC1102'A SOUTHERLY DIRECTION FROM
 MC1102'BROWNHELM RAILWAY DEPOT, AND ONE HALF MILE
 MC1102'NORTHWESTERLY FROM
 MC1102'THE CORNER OF LOTS 44, 45, 52, AND 53 IN BROWNHELM TOWNSHIP.
 MC1102'THE HEIGHT
 MC1102'OF STATION USED WAS 124 FEET.  THE GEODETIC POINT IS
 MC1102'MARKED IN THE USUAL MANNER.
 MC1102'THREE STONE REFERENCE POSTS ARE
 MC1102'SET AS FOLLOWS- ONE BEARING SOUTH 87 DEG 31 MIN
 MC1102'EAST, DISTANT 57.5
 MC1102'METERS, ONE BEARING SOUTH 10 DEG 06 MIN WEST, DISTANT 14.65
 MC1102'METERS, AND ONE
 MC1102'BEARING SOUTH 53 DEG 41 MIN WEST, DISTANT 42.35 METERS.  THE HEIGHT
 MC1102'OF GROUND AT THE
 MC1102'STATION ABOVE MEAN LEVEL OF LAKE ERIE IS 180.8 FEET.
 MC1102
 MC1102                          STATION RECOVERY (1957)
 MC1102
 MC1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 MC1102'A THOROUGH SEARCH OF THE AREA WAS MADE BUT NO EVIDENCE OF STATION
 MC1102'MARK OR REFERENCE
 MC1102'STONES COULD BE FOUND.  THE AREA IS COMPLETELY OVERGROWN
 MC1102'WITH BRUSH AND TREES.  ALSO, THERE
 MC1102'ARE NUMEROUS PLACES IN THE
 MC1102'APPROXIMATE VICINITY OF THE STATION SHOWING EVIDENCE
 MC1102'OF HAVING BEEN
 MC1102'BLASTED IN TESTING FOR A QUARRY SITE.
 MC1102
 MC1102                          STATION RECOVERY (1959)
 MC1102
 MC1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1102'THE STATION MARK AND THREE STONE REFERENCE POSTS WERE RECOVERED IN
 MC1102'GOOD CONDITION.  A NEW STATION
 MC1102'SURFACE MARK, AN UNDERGROUND STATION MARK, AND TWO REFERENCE MARKS
 MC1102'WERE ESTABLISHED BY THIS PARTY.
 MC1102'THE STATION MARKS WERE SET IN THE PRECISE POSITION TO REMARK
 MC1102'THE ORIGINAL ESTABLISHMENT OF THE U.S.L.S.
 MC1102'STATION MARK.
 MC1102'A COMPLETE DESCRIPTION FOLLOWS-
 MC1102'
 MC1102'THE STATION IS ABOUT 8.5 MILES NORTH OF KIPTON, 8.0 MILES NORTHWEST
 MC1102'OF OBERLIN, 3.75 MILES
 MC1102'SOUTHEAST OF VERMILLION, 2.0 MILES NORTH OF THE OHIO TURNPIKE, NEAR
 MC1102'THE CENTER OF BROWNHELM
 MC1102'TOWNSHIP AND ON PROPERTY OWNED BY MR. WILLIAM LEIMBACK.
 MC1102'
 MC1102'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 113 AND
 MC1102'511 IN THE SMALL VILLAGE OF
 MC1102'HENRIETTA, GO NORTH ON HIGHWAY 511 (VERMILLION RD.) 0.9 MILE TO THE
 MC1102'OHIO TURNPIKE.  CONTINUE NORTH ON
 MC1102'VERMILLION ROAD 2.1 MILES TO A Y-FORK.  TURN RIGHT
 MC1102'AND GO EAST ON NORTH RIDGE ROAD FOR 0.3 MILE TO THE
 MC1102'LEIMBACK RESIDENCE ON THE LEFT.
 MC1102'TURN LEFT THROUGH A GATE BETWEEN THE HOUSE AND THE BARNS AND GO ABOUT
 MC1102'100 FEET TO THE AZIMUTH MARK WHICH
 MC1102'IS AT THE NORTHEAST CORNER OF THE BARN ON THE LEFT.  FOLLOW THE
 MC1102'FARM LANE EAST AND NORTH FOR 0.2 MILE
 MC1102'TO A TRACK ROAD LEADING RIGHT AT THE SOUTHWEST
 MC1102'CORNER OF THE WOODS.  TURN RIGHT AND GO EASTERLY ALONG
 MC1102'THE TRACK ROAD FOR 0.15 MILE TO A
 MC1102'LONE WALNUT TREE WITH A TRIANGLE BLAZE ON THE LEFT.  TURN LEFT AND GO
 MC1102'ABOUT 60 FEET TO THE WALNUT TREE
 MC1102'AND THEN TURN LEFT AND GO WESTERLY FOR ABOUT 185 FEET TO THE STATION.
 MC1102'
 MC1102'STATION MARKS ARE STANDARD DISKS STAMPED BROWNHELM USLS 1877 1959.
 MC1102'THE SURFACE DISK IS SET IN A
 MC1102'SQUARE CONCRETE POST FLUSH THE SURFACE OF THE GROUND.  IT IS 59 FEET.
 MC1102'WEST OF A 30-INCH WALNUT TREE WITH
 MC1102'A TRIANGLE BLAZE AND 28 FEET NORTH WEST OF A 30-INCH
 MC1102'DECIDUOUS TREE WITH A TRIANGLE BLAZE ON THE NORTHWEST
 MC1102'SIDE.  A STANDARD METAL WITNESS
 MC1102'POST WAS SET 2.6 FEET NORTHWEST OF THE MARK.  THE UNDERGROUND DISK IS
 MC1102'SET IN IRREGULAR MASS OF CONCRETE
 MC1102'30 INCHES BELOW THE SURFACE OF THE GROUND.
 MC1102'
 MC1102'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BROWNHELM USLS NO 1
 MC1102'1877 1959, IS SET IN A
 MC1102'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 41.5 FEET
 MC1102'NORTHEAST OF A 30-INCH DECIDUOUS
 MC1102'TREE.
 MC1102'
 MC1102'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BROWNHELM USLS NO 2
 MC1102'1877 1959, IS CEMENTED IN A
 MC1102'DRILL HOLE IN A LARGE, FLAT-TOPPED BOULDER WHICH IS FLUSH WITH THE
 MC1102'SURFACE OF THE GROUND.
 MC1102'
 MC1102'THE WESTERLY U.S.L.S. STONE REFERENCE POST IS A 4 BY 4 INCH STONE
 MC1102'POST WHICH PROJECTS 6 INCHES.
 MC1102'THERE IS A SMALL HOLE CUT BETWEEN THE LETTERS U S IN THE TOP OF THE
 MC1102'POST.  THIS POST IS LEANING
 MC1102'SLIGHTLY.
 MC1102'
 MC1102'THE SOUTHERLY U.S.L.S. STONE REFERENCE POST IS A 4 BY 4 INCH STONE
 MC1102'POST WHICH PROJECTS 4 INCHES.
 MC1102'THERE IS A SMALL HOLE CUT BETWEEN THE LETTERS U S IN THE TOP OF THE
 MC1102'POST.
 MC1102'
 MC1102'THE EASTERLY U.S.L.S. STONE REFERENCE POST IS A 4 BY 4 INCH STONE
 MC1102'POST WHICH PROJECTS 4 INCHES.  IT
 MC1102'HAS THE LETTERS U S CUT IN THE TOP OF THE POST.  IT IS 22.5 FEET
 MC1102'SOUTHEAST OF A 14-INCH WALNUT
 MC1102'TREE WITH A TRIANGLE BLAZE AND 41 FEET NORTH OF THE
 MC1102'CENTERLINE OF THE TRACK.
 MC1102
 MC1102                          STATION RECOVERY (1970)
 MC1102
 MC1102'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (AF)
 MC1102'MARKED STAMPED - BROWNHELM 1877 CONDITION - GOOD
 MC1102'ALL MARKS NOTED
 MC1102'FOUND IN GOOD CONDITION
 MC1102
 MC1102                          STATION RECOVERY (1975)
 MC1102
 MC1102'RECOVERY NOTE BY US LAKE SURVEY 1975 (WAB)
 MC1102'STATION MARK, REFERENCE MARKS AND POSTS, AND AZIMUTH MARK ALL
 MC1102'RECOVERED IN GOOD CONDITION.
 MC1102'
 MC1102'ADDITIONAL DESCRIPTIVE DATA FOLLOWS-
 MC1102'
 MC1102'TO REACH THE STATION FROM THE INTERSECTION OF US RTE 6 (OHIO 2) AND
 MC1102'OHIO RTE 57 IN DOWNTOWN LORAIN,
 MC1102'OHIO, PROCEED WESTERLY ALONG RTE 6 FOR 6.0 MILES TO RTE 2 (LORAIN
 MC1102'FORD ASSEMBLY PLANT ON LEFT),
 MC1102'CONTINUE WEST ON US RTE 6 FOR 1.3 MILES TO SUNNYSIDE ROAD ON
 MC1102'LEFT, TURN LEFT (SOUTH) ON SUNNYSIDE ROAD,
 MC1102'CROSSING OVER THE RAILROAD TRACKS AND THE
 MC1102'RTE 2 OVERPASS, FOR 2.7 MILES TO SUNNYSIDE ROADS DEAD END AT
 MC1102'NORTH RIDGE ROAD (CEMETARY ON
 MC1102'RIGHT), TURN RIGHT FOR 0.2 MILE TO THE LEIMBACH RESIDENCE AND FARM ON
 MC1102'THE RIGHT (NORTH) SIDE OF NORTH RIDGE
 MC1102'ROAD.  PASS THRU THE TWO FARM SHEDS (AZIMUTH MARK ON LEFT) AND
 MC1102'PROCEED ALONG THE FIELD LANES TO THE
 MC1102'STATION AS DESCRIBED IN THE 1959 RECOVERY.  TO REACH THE
 MC1102'STATION FROM THE BRIDGE OVER THE VERMILION
 MC1102'RIVER (US RTE 6) IN VERMILION, OHIO, PROCEED
 MC1102'EAST ON US RTE 2 FOR 2.8 MILES TO SUNNYSIDE ROAD ON THE
 MC1102'RIGHT, TURN SOUTH AND CONTINUE TO THE
 MC1102'STATION AS DESCRIBED.
 MC1102'
 MC1102'THE STATION AND REFERENCES ARE SET BACK INSIDE A DENSE, ROCK-STREWN
 MC1102'WOODED AREA WITH LITTLE OR
 MC1102'NO REFERENCE POINTS OTHER THAN TREES.  NUMEROUS BLAZES WERE MADE IN
 MC1102'TREES SURROUNDING THE STATION AND
 MC1102'REFERENCE MARKS DURING THIS RECOVERY.  LINES WERE CLEARED
 MC1102'BETWEEN THE STATION AND ALL REFERENCE MARKS,
 MC1102'HOWEVER, THE AZIMUTH MARK IS NO LONGER
 MC1102'VISIBLE DUE TO PINE TREES SITUATED ON LINE IN AN INTERVENING
 MC1102'FIELD.  RECOVERY CAN BE EXPEDITED
 MC1102'BY CONTACTING MR. FRANK LEIMBACH, RTE 2, NORTH RIDGE ROAD, AMHERST,
 MC1102'OHIO 44001, PHONE- (611) 988-7042.
 MC1102'
 MC1102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES SSE OF
 MC1102'VERMILION
 MC1102
 MC1102                          STATION RECOVERY (1997)
 MC1102
 MC1102'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1725 ***********************************************************************
 MC1725  DESIGNATION -  BROWNING
 MC1725  PID         -  MC1725
 MC1725  STATE/COUNTY-  OH/LUCAS
 MC1725  USGS QUAD   -  GRAND RAPIDS (1977)
 MC1725
 MC1725                         *CURRENT SURVEY CONTROL
 MC1725  ___________________________________________________________________
 MC1725* NAD 83(1995)-  41 28 33.64472(N)    083 45 02.23712(W)     ADJUSTED  
 MC1725* NAVD 88     -       198.0    (meters)     650.     (feet)  GPS OBS   
 MC1725  ___________________________________________________________________
 MC1725  X           -     520,970.548 (meters)                     COMP
 MC1725  Y           -  -4,757,424.910 (meters)                     COMP
 MC1725  Z           -   4,202,284.283 (meters)                     COMP
 MC1725  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 MC1725  ELLIP HEIGHT-         162.64  (meters)          (10/07/05) GPS OBS
 MC1725  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 MC1725
 MC1725  HORZ ORDER  -  FIRST
 MC1725  ELLP ORDER  -  FOURTH    CLASS I
 MC1725
 MC1725.The horizontal coordinates were established by GPS observations
 MC1725.and adjusted by the National Geodetic Survey in April 1998..
 MC1725
 MC1725.The orthometric height was determined by GPS observations and a
 MC1725.high-resolution geoid model.
 MC1725
 MC1725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1725
 MC1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1725
 MC1725.The ellipsoidal height was determined by GPS observations
 MC1725.and is referenced to NAD 83.
 MC1725
 MC1725.The geoid height was determined by GEOID03.
 MC1725
 MC1725;                    North         East     Units Scale Factor Converg.
 MC1725;SPC OH N     -   201,672.407   495,546.669   MT  0.99996449   -0 49 17.7
 MC1725;UTM  17      - 4,595,253.898   270,329.838   MT  1.00024919   -1 49 21.2
 MC1725
 MC1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1725!SPC OH N     -   0.99997449  x   0.99996449  =   0.99993898
 MC1725!UTM  17      -   0.99997449  x   1.00024919  =   1.00022367
 MC1725
 MC1725|---------------------------------------------------------------------|
 MC1725| PID    Reference Object                     Distance      Geod. Az  |
 MC1725|                                                           dddmmss.s |
 MC1725| MC1792 LCB 744                             352.822 METERS 22835     |
 MC1725|---------------------------------------------------------------------|
 MC1725
 MC1725                          SUPERSEDED SURVEY CONTROL
 MC1725
 MC1725  ELLIP H (04/01/98)  162.71   (m)                       GP(       ) 4 1
 MC1725  NAD 83(1995)-  41 28 33.64464(N)    083 45 02.23700(W) AD(       ) 1
 MC1725  NAD 83(1986)-  41 28 33.65468(N)    083 45 02.25004(W) AD(       ) 1
 MC1725
 MC1725.Superseded values are not recommended for survey control.
 MC1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1725.See file dsdata.txt to determine how the superseded data were derived.
 MC1725
 MC1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7033095254(NAD 83)
 MC1725_MARKER: DD = SURVEY DISK
 MC1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1725_SP_SET: CONCRETE POST
 MC1725_STAMPING: BROWNING 1993
 MC1725_MARK LOGO: OH-095
 MC1725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1725+STABILITY: SURFACE MOTION
 MC1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1725+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1725
 MC1725  HISTORY     - Date     Condition        Report By
 MC1725  HISTORY     - 1993     MONUMENTED       OH-095
 MC1725
 MC1725                          STATION DESCRIPTION
 MC1725
 MC1725'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1725'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 2.3 MILES SOUTHWEST
 MC1725'OF THE VILLAGE OF WATERVILLE.
 MC1725'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 24 AND STATE ROUTE
 MC1725'64 PROCEED SOUTHWEST ALONG U.S. 24 2.3 MILES TO A BEND IN THE ROAD
 MC1725'AND THE STATION ON THE LEFT.
 MC1725'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1725'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND
 MC1725'SURFACE AND IS STAMPED --BROWNING 1993--.
 MC1725'THE STATION IS APPROXIMATELY 225.0 FEET SOUTHWEST FROM FARNSWORTH
 MC1725'METRO PARK SIGN, 45.4 FEET NORTHEAST FROM A + IN THE CENTER BOLT OF
 MC1725'A GUARD RAIL STANCHION, 10.4 FEET SOUTHEAST FROM THE SOUTHEAST EDGE
 MC1725'OF THE PAVEMENT OF U.S. 24, AND 67.8 FEET SOUTHEAST FROM A TOP CENTER
 MC1725'BOLT OF A HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2513 ***********************************************************************
 HY2513  FBN         -  This is a Federal Base Network Control Station.
 HY2513  PACS        -  This is a Primary Airport Control Station.
 HY2513  DESIGNATION -  BROWNPORT
 HY2513  PID         -  HY2513
 HY2513  STATE/COUNTY-  OH/BROWN
 HY2513  USGS QUAD   -  HAMERSVILLE (1974)
 HY2513
 HY2513                         *CURRENT SURVEY CONTROL
 HY2513  ___________________________________________________________________
 HY2513* NAD 83(1995)-  38 52 57.09900(N)    083 52 58.99339(W)     ADJUSTED  
 HY2513* NAVD 88     -       290.34   (meters)     952.6    (feet)  GPS OBS   
 HY2513  ___________________________________________________________________
 HY2513  X           -     529,777.766 (meters)                     COMP
 HY2513  Y           -  -4,943,417.367 (meters)                     COMP
 HY2513  Z           -   3,982,335.052 (meters)                     COMP
 HY2513  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 HY2513  ELLIP HEIGHT-         256.96  (meters)          (09/23/04) GPS OBS
 HY2513  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HY2513
 HY2513  HORZ ORDER  -  B
 HY2513  ELLP ORDER  -  FOURTH    CLASS I
 HY2513
 HY2513.This mark is at Brown County Airport (GEO)
 HY2513
 HY2513.The horizontal coordinates were established by GPS observations
 HY2513.and adjusted by the National Geodetic Survey in August 1996..
 HY2513
 HY2513.The orthometric height was determined by GPS observations and a
 HY2513.high-resolution geoid model.
 HY2513
 HY2513.GPS derived orthometric heights for airport stations designated as
 HY2513.PACS or SACS are published to 2 decimal places.  This maintains
 HY2513.centimeter relative accuracy between the PACS and SACS.  It does
 HY2513.not indicate centimeter accuracy relative to other marks which are
 HY2513.part of the NAVD 88 network.
 HY2513
 HY2513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY2513
 HY2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2513
 HY2513.The ellipsoidal height was determined by GPS observations
 HY2513.and is referenced to NAD 83.
 HY2513
 HY2513.The geoid height was determined by GEOID03.
 HY2513
 HY2513;                    North         East     Units Scale Factor Converg.
 HY2513;SPC OH S     -    98,891.667   480,000.982   MT  0.99997402   -0 52 39.3
 HY2513;UTM  17      - 4,307,692.142   249,916.450   MT  1.00037020   -1 48 38.5
 HY2513
 HY2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2513!SPC OH S     -   0.99995969  x   0.99997402  =   0.99993371
 HY2513!UTM  17      -   0.99995969  x   1.00037020  =   1.00032987
 HY2513
 HY2513:                Primary Azimuth Mark                     Grid Az
 HY2513:SPC OH S     -  BROWNPORT AZ MK                          170 54 07.4
 HY2513:UTM  17      -  BROWNPORT AZ MK                          171 50 06.6
 HY2513
 HY2513|---------------------------------------------------------------------|
 HY2513| PID    Reference Object                     Distance      Geod. Az  |
 HY2513|                                                           dddmmss.s |
 HY2513| HY2516 BROWNPORT AZ MK                     APPROX. 0.6 KM 1700128.1 |
 HY2513|---------------------------------------------------------------------|
 HY2513
 HY2513                          SUPERSEDED SURVEY CONTROL
 HY2513
 HY2513  ELLIP H (08/20/96)  256.98   (m)                       GP(       ) 4 2
 HY2513  NAD 83(1995)-  38 52 57.10461(N)    083 52 58.99750(W) AD(       ) 3
 HY2513  NAD 83(1986)-  38 52 57.10607(N)    083 52 58.99727(W) AD(       ) 3
 HY2513  NAD 27      -  38 52 56.87480(N)    083 52 59.27447(W) AD(       ) 3
 HY2513  NGVD 29 (02/23/89)  290.7    (m)          954.     (f) GPS OBS        
 HY2513
 HY2513.Superseded values are not recommended for survey control.
 HY2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2513.See file dsdata.txt to determine how the superseded data were derived.
 HY2513
 HY2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4991607692(NAD 83)
 HY2513_MARKER: DH = HORIZONTAL CONTROL DISK
 HY2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2513_SP_SET: CONCRETE POST
 HY2513_STAMPING: BROWNPORT 1986
 HY2513_MARK LOGO: NGS   
 HY2513_PROJECTION: FLUSH
 HY2513_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2513+STABILITY: SURFACE MOTION
 HY2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2513+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 HY2513
 HY2513  HISTORY     - Date     Condition        Report By
 HY2513  HISTORY     - 1986     MONUMENTED       NGS
 HY2513  HISTORY     - 19870810 GOOD
 HY2513  HISTORY     - 19950928 GOOD             NGS
 HY2513  HISTORY     - 20010701 GOOD             WOOLPT
 HY2513  HISTORY     - 20030710 GOOD             OHDT
 HY2513
 HY2513                          STATION DESCRIPTION
 HY2513
 HY2513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HY2513'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF MT. ORAB, 2 MILES
 HY2513'NORTHEAST OF GEORGETOWN AT THE GEORGETOWN COUNTY AIRPORT IN THE SW
 HY2513'ANGLE OF THE JUNCTION THE RUNWAY AND A TAXIWAY JUST EAST OF THE AIR-
 HY2513'PORT OFFICE. THE AZ MK IS 0.4 MILE SOUTH OF THE STATION AT THE END
 HY2513'OF THE RUNWAY. AIRPORT MANAGER, BOB FRODGE, TELEPHONE 513-375-4444.
 HY2513'TO REACH FROM THE COURT HOUSE IN GEORGETOWN GO NORTH 0.4 MILE ON
 HY2513'MT ORAB PIKE, THEN TURN RIGHT (EAST) ON OHIO STREET (STREET NAME
 HY2513'CHANGES TO CAMP RUN ROAD WITHIN 1 MILE) AND GO 1.1 MILE TO THE
 HY2513'JUNCTION WITH US HIGHWAY 68, CONTINUE EAST ON CAMP RUN ROAD FOR 0.2
 HY2513'MILE, THEN LEFT (NORTH) ON AIRPORT ROAD FOR 0.45 MILE, THEN TURN
 HY2513'RIGHT (EAST) ON AIRPORT ACCESS ROAD 0.1 MILE TO AIRPORT OFFICE ON
 HY2513'LEFT AND STATION AS DESCRIBED.
 HY2513'THE STATION MARKS ARE STANDARD NGS DISKS STAMPED ---BROWNPORT 1986--.
 HY2513'THE SURFACE MARK IS SET IN TOP OF A 25 CM (10 INCH) DIAMETER CONCRETE
 HY2513'MONUMENT 71.9 METERS (236 FEET) EAST OF THE NORTHEAST CORNER OF THE
 HY2513'OFFICE, 19.5 METERS (64 FEET NORTH-NORTHEAST OF A WIND TEE, 19.35
 HY2513'METERS (63.5 FEET) SOUTH OF THE CENTERLINE OF THE TAXIWAY, 6.1 METERS
 HY2513'(20 FEET) WEST OF THE WEST EDGE OF THE RUNWAY AND 0.40 METERS (1.3 FEE
 HY2513'NORTHWEST OF A FIBERGLASS WITNESS POST.  THE UNDERGROUND MARK IS
 HY2513'RECESSED 91 CM (36 INCHES).
 HY2513'TYPED BY JAMES MALONEY 9/04/87.
 HY2513
 HY2513                          STATION RECOVERY (1987)
 HY2513
 HY2513'RECOVERED 1987
 HY2513'RECOVERED IN GOOD CONDITION.
 HY2513
 HY2513                          STATION RECOVERY (1995)
 HY2513
 HY2513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 HY2513'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF GEORGETOWN,
 HY2513'OH., AT THE BROWN COUNTY AIRPORT.  IN THE GRASS, NEAR THE NORTHEAST
 HY2513'ROUNDED CORNER OF THE GRASS MEDIAN IN FRONT OF THE OFFICE, NORTHEAST
 HY2513'OF THE TETRAHEDRON.  OWNERSHIP--BROWN COUNTY COMMISSIONERS, 1951 STATE
 HY2513'ROUTE 125, HAMERSVILLE, OH.  45130.  AIRPORT MANAGER STEVE MCKINNEY,
 HY2513'PHONE 513-379-1634.  NOTE--THIS STATION WAS SELECTED AS A PACS.  TO
 HY2513'REACH THE STATION FROM THE COURTHOUSE IN GEORGETOWN, GO NORTH, 0.64 KM
 HY2513'(0.40 MI) ALONG MT ORAB PIKE TO A PAVED ROAD RIGHT. TURN RIGHT, EAST,
 HY2513'1.77 KM (1.10 MI) ALONG OHIO STREET, THEN CAMP RUN ROAD TO ITS
 HY2513'JUNCTION WITH U.S.  HIGHWAY 68, CONTINUE EAST, 0.15 KM (0.10 MI) ALONG
 HY2513'CAMP RUN ROAD TO AIRPORT ROAD ON THE LEFT.  TURN LEFT, NORTH, 0.74 KM
 HY2513'(0.45 MI) ALONG AIRPORT ROAD TO THE AIRPORT ENTRANCE ROAD ON THE
 HY2513'RIGHT.  TURN RIGHT, EAST, 0.15 KM (0.10 MI) ALONG ENTRANCE ROAD TO A
 HY2513'GATE AND THE AIRPORT OFFICE ON THE LEFT. PASS THROUGH THE GATE, BEAR
 HY2513'LEFT, NORTHEASTERLY, 0.08 KM (0.05 MI) ACROSS APRON AND ALONG RAMP TO
 HY2513'THE RUNWAY AND THE STATION ON THE RIGHT.  STATION IS 32.9 M (107.9 FT)
 HY2513'EAST OF THE TAXI CENTERLINE, 19.8 M (65.0 FT) NORTHEAST OF THE
 HY2513'TETRAHEDRON CENTER PIVOT, 19.5 M (64.0 FT) SOUTH OF THE RAMP
 HY2513'CENTERLINE, 15.2 M (49.9 FT) WEST OF THE RUNWAY CENTERLINE, 0.4 M (1.3
 HY2513'FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS 0.3 M (1.0 FT)
 HY2513'BELOW THE LEVEL OF THE RUNWAY AND FLUSH WITH THE GROUND SURFACE.  BY
 HY2513'R.G.  HAYES
 HY2513
 HY2513                          STATION RECOVERY (2001)
 HY2513
 HY2513'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (GTF)
 HY2513'RECOVERED AS DESCRIBED
 HY2513' 
 HY2513' 
 HY2513' 
 HY2513' 
 HY2513' 
 HY2513' 
 HY2513' 
 HY2513' 
 HY2513' 
 HY2513'
 HY2513
 HY2513                          STATION RECOVERY (2003)
 HY2513
 HY2513'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 HY2513'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2516 ***********************************************************************
 HY2516  SACS        -  This is a Secondary Airport Control Station.
 HY2516  DESIGNATION -  BROWNPORT AZ MK
 HY2516  PID         -  HY2516
 HY2516  STATE/COUNTY-  OH/BROWN
 HY2516  USGS QUAD   -  HAMERSVILLE (1974)
 HY2516
 HY2516                         *CURRENT SURVEY CONTROL
 HY2516  ___________________________________________________________________
 HY2516* NAD 83(1995)-  38 52 37.99389(N)    083 52 54.69449(W)     ADJUSTED  
 HY2516* NAVD 88     -       290.34   (meters)     952.6    (feet)  GPS OBS   
 HY2516  ___________________________________________________________________
 HY2516  X           -     529,920.193 (meters)                     COMP
 HY2516  Y           -  -4,943,773.878 (meters)                     COMP
 HY2516  Z           -   3,981,876.280 (meters)                     COMP
 HY2516  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 HY2516  ELLIP HEIGHT-         256.76  (meters)          (10/07/05) GPS OBS
 HY2516  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 HY2516
 HY2516  HORZ ORDER  -  FIRST
 HY2516  ELLP ORDER  -  FOURTH    CLASS I
 HY2516
 HY2516.This mark is at Brown County Airport (GEO)
 HY2516
 HY2516.The horizontal coordinates were established by GPS observations
 HY2516.and adjusted by the National Geodetic Survey in July 1997..
 HY2516
 HY2516.The orthometric height was determined by GPS observations and a
 HY2516.high-resolution geoid model.
 HY2516
 HY2516.GPS derived orthometric heights for airport stations designated as
 HY2516.PACS or SACS are published to 2 decimal places.  This maintains
 HY2516.centimeter relative accuracy between the PACS and SACS.  It does
 HY2516.not indicate centimeter accuracy relative to other marks which are
 HY2516.part of the NAVD 88 network.
 HY2516
 HY2516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HY2516
 HY2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2516
 HY2516.The ellipsoidal height was determined by GPS observations
 HY2516.and is referenced to NAD 83.
 HY2516
 HY2516.The geoid height was determined by GEOID03.
 HY2516
 HY2516;                    North         East     Units Scale Factor Converg.
 HY2516;SPC OH S     -    98,301.021   480,095.567   MT  0.99997483   -0 52 36.5
 HY2516;UTM  17      - 4,307,099.800   250,001.438   MT  1.00036968   -1 48 35.1
 HY2516
 HY2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2516!SPC OH S     -   0.99995972  x   0.99997483  =   0.99993455
 HY2516!UTM  17      -   0.99995972  x   1.00036968  =   1.00032938
 HY2516
 HY2516:                Primary Azimuth Mark                     Grid Az
 HY2516:SPC OH S     -  BROWNPORT                                350 54 07.3
 HY2516:UTM  17      -  BROWNPORT                                351 50 05.9
 HY2516
 HY2516|---------------------------------------------------------------------|
 HY2516| PID    Reference Object                     Distance      Geod. Az  |
 HY2516|                                                           dddmmss.s |
 HY2516| HY2513 BROWNPORT                           APPROX. 0.6 KM 3500130.8 |
 HY2516|---------------------------------------------------------------------|
 HY2516
 HY2516                          SUPERSEDED SURVEY CONTROL
 HY2516
 HY2516  ELLIP H (07/01/97)  256.79   (m)                       GP(       ) 4 1
 HY2516  NAD 83(1995)-  38 52 37.99945(N)    083 52 54.69917(W) AD(       ) 3
 HY2516  NAD 83(1986)-  38 52 38.00091(N)    083 52 54.69893(W) AD(       ) 3
 HY2516  NAD 27      -  38 52 37.76946(N)    083 52 54.97643(W) AD(       ) 3
 HY2516  NGVD 29 (02/23/89)  290.5    (m)          953.     (f) GPS OBS        
 HY2516
 HY2516.Superseded values are not recommended for survey control.
 HY2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2516.See file dsdata.txt to determine how the superseded data were derived.
 HY2516
 HY2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5000107100(NAD 83)
 HY2516_MARKER: DZ = AZIMUTH MARK DISK
 HY2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2516_SP_SET: CONCRETE POST
 HY2516_STAMPING: BROWNPORT 1986
 HY2516_MARK LOGO: NGS   
 HY2516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HY2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2516+STABILITY: SURFACE MOTION
 HY2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2516+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1995
 HY2516
 HY2516  HISTORY     - Date     Condition        Report By
 HY2516  HISTORY     - 1986     MONUMENTED       NGS
 HY2516  HISTORY     - 19870810 GOOD
 HY2516  HISTORY     - 19950928 GOOD             NGS
 HY2516
 HY2516                          STATION DESCRIPTION
 HY2516
 HY2516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HY2516'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF MT. ORAB, 2 MILES
 HY2516'NORTHEAST OF GEORGETOWN AT THE GEORGETOWN COUNTY AIRPORT IN THE SW
 HY2516'ANGLE OF THE JUNCTION THE RUNWAY AND A TAXIWAY JUST EAST OF THE AIR-
 HY2516'PORT OFFICE. THE AZ MK IS 0.4 MILE SOUTH OF THE STATION AT THE END
 HY2516'OF THE RUNWAY. AIRPORT MANAGER, BOB FRODGE, TELEPHONE 513-375-4444.
 HY2516'TO REACH FROM THE COURT HOUSE IN GEORGETOWN GO NORTH 0.4 MILE ON
 HY2516'MT ORAB PIKE, THEN TURN RIGHT (EAST) ON OHIO STREET (STREET NAME
 HY2516'CHANGES TO CAMP RUN ROAD WITHIN 1 MILE) AND GO 1.1 MILE TO THE
 HY2516'JUNCTION WITH US HIGHWAY 68, CONTINUE EAST ON CAMP RUN ROAD FOR 0.2
 HY2516'MILE, THEN LEFT (NORTH) ON AIRPORT ROAD FOR 0.45 MILE, THEN TURN
 HY2516'RIGHT (EAST) ON AIRPORT ACCESS ROAD 0.1 MILE TO AIRPORT OFFICE ON
 HY2516'LEFT AND STATION AS DESCRIBED.
 HY2516'THE STATION MARK IS STANDARD NGS AZIMUTH MARK DISK STAMPED ---BROWN-
 HY2516'PORT 1986--- SET IN THE TOP OF A 25 CM (10 INCH) DIAMETER FLUSH
 HY2516'CONCRETE MONUMENT.  IT IS 25.3 METERS (83 FEET) WEST OF THE SOUTHEAST
 HY2516'CORNER OF THE RUNWAY, 9.1 METERS (30 FEET) NORTHWEST OF THE SOUTHWEST
 HY2516'CORNER OF THE RUNWAY, 4.3 METERS (14 FEET) WEST OF THE WEST EDGE OF
 HY2516'THE RUNWAY AND 0.3 METERS (1.0 FEET) NORTH OF A FIBERGLASS WITNESS
 HY2516'POST.
 HY2516'TYPED BY JAMES MALONEY 9/04/87.
 HY2516
 HY2516                          STATION RECOVERY (1987)
 HY2516
 HY2516'RECOVERED 1987
 HY2516'RECOVERED IN GOOD CONDITION.
 HY2516
 HY2516                          STATION RECOVERY (1995)
 HY2516
 HY2516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 HY2516'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF GEORGETOWN,
 HY2516'OHIO, AND AT THE BROWN COUNTY AIRPORT IN THE GRASS, NEAR THE SOUTHWEST
 HY2516'END OF RUNWAY END 35, ABOUT 4.5 M (14.8 FT) WEST OF THE WEST EDGE OF
 HY2516'THE RUNWAY.  OWNERSHIP--BROWN COUNTY COMMISSIONERS, 1951 STATE ROUTE
 HY2516'125, HAMERSVILLE, OH.  45130.  AIRPORT MANAGER STEVE MCKINNEY, PHONE
 HY2516'513-379-1634.  NOTE--THIS STATION WAS SELECTED AS A SECONDARY AIRPORT
 HY2516'CONTROL STATIION (SACS) .  TO REACH THE STATION FROM THE COURTHOUSE IN
 HY2516'GEORGETOWN, GO NORTH, 0.64 KM (0.40 MI) ALONG MT ORAB PIKE TO A PAVED
 HY2516'ROAD RIGHT.  TURN RIGHT, EAST, 1.77 KM (1.10 MI) ALONG OHIO STREET,
 HY2516'THEN CAMP RUN ROAD TO ITS JUNCTION WITH U.S.  HIGHWAY 68, CONTINUE
 HY2516'EAST, 0.15 KM (0.10 MI) ALONG CAMP RUN ROAD TO AIRPORT ROAD ON THE
 HY2516'LEFT.  TURN LEFT, NORTH, 0.74 KM (0.45 MI) ALONG AIRPORT ROAD TO THE
 HY2516'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST, 0.15 KM (0.10
 HY2516'MI) ALONG ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.
 HY2516'PASS THROUGH THE GATE, EAST, 0.03 KM (0.00 MI) ACROSS APRON TO THE
 HY2516'TAXI.  TURN RIGHT, SOUTHERLY, 0.25 KM (0.15 MI) ALONG TAXI TO THE
 HY2516'RUNWAY.  BEAR RIGHT, SOUTH, 0.32 KM (0.20 MI) ALONG RUNWAY TO ITS END
 HY2516'AND THE STATION ON THE RIGHT, JUST BEFORE THE END.  STATION IS 45.4 M
 HY2516'(148.9 FT) SOUTH OF THE 1ST.  RUNWAY LIGHT NORTH OF RUNWAY END 35,
 HY2516'14.1 M (46.3 FT) WEST OF THE RUNWAY CENTERLINE, 13.1 M (43.0 FT)
 HY2516'NORTH-NORTHWEST OF THE MOST WESTERLY 1 OF 3 RUNWAY END LIGHTS, 0.3 M
 HY2516'(1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS 0.2 M (0.7 FT)
 HY2516'BELOW THE LEVEL OF THE RUNWAY AND RECESSED 5 CM BELOW THE GROUND
 HY2516'SURFACE.  BY R.G. HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2603 ***********************************************************************
 MB2603  DESIGNATION -  BRUBAKER
 MB2603  PID         -  MB2603
 MB2603  STATE/COUNTY-  OH/PORTAGE
 MB2603  USGS QUAD   -  KENT (1994)
 MB2603
 MB2603                         *CURRENT SURVEY CONTROL
 MB2603  ___________________________________________________________________
 MB2603* NAD 83(1995)-  41 13 29.15930(N)    081 19 41.46387(W)     ADJUSTED  
 MB2603* NAVD 88     -       367.2    (meters)    1205.     (feet)  VERTCON   
 MB2603  ___________________________________________________________________
 MB2603  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 MB2603  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2603
 MB2603  HORZ ORDER  -  FIRST
 MB2603
 MB2603.The horizontal coordinates were established by classical geodetic methods
 MB2603.and adjusted by the National Geodetic Survey in April 1998..
 MB2603
 MB2603.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2603
 MB2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2603
 MB2603.The geoid height was determined by GEOID03.
 MB2603
 MB2603;                    North         East     Units Scale Factor Converg.
 MB2603;SPC OH N     -   173,681.306   698,246.670   MT  0.99994289   +0 46 11.4
 MB2603;UTM  17      - 4,563,760.677   472,493.145   MT  0.99960931   -0 12 58.6
 MB2603
 MB2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2603!SPC OH N     -   0.99994768  x   0.99994289  =   0.99989057
 MB2603!UTM  17      -   0.99994768  x   0.99960931  =   0.99955701
 MB2603
 MB2603:                Primary Azimuth Mark                     Grid Az
 MB2603:SPC OH N     -  COWAN                                    144 00 49.2
 MB2603:UTM  17      -  COWAN                                    144 59 59.2
 MB2603
 MB2603|---------------------------------------------------------------------|
 MB2603| PID    Reference Object                     Distance      Geod. Az  |
 MB2603|                                                           dddmmss.s |
 MB2603| MB2584 COWAN                               APPROX. 4.7 KM 1444700.6 |
 MB2603| CF2679 BRUBAKER RM 1                        20.340 METERS 15757     |
 MB2603| CF2680 BRUBAKER RM 2                        20.420 METERS 22432     |
 MB2603|---------------------------------------------------------------------|
 MB2603
 MB2603                          SUPERSEDED SURVEY CONTROL
 MB2603
 MB2603  NAD 83(1986)-  41 13 29.16811(N)    081 19 41.46492(W) AD(       ) 1
 MB2603  NAD 27      -  41 13 28.96496(N)    081 19 42.08502(W) AD(       ) 1
 MB2603  NGVD 29 (07/19/86)  367.4    (m)         1205.     (f) VERT ANG       
 MB2603
 MB2603.Superseded values are not recommended for survey control.
 MB2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2603.See file dsdata.txt to determine how the superseded data were derived.
 MB2603
 MB2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7249363761(NAD 83)
 MB2603_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2603_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2603
 MB2603  HISTORY     - Date     Condition        Report By
 MB2603  HISTORY     - 1977     MONUMENTED       NGS
 MB2603
 MB2603                          STATION DESCRIPTION
 MB2603
 MB2603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2603'THE STATION IS ABOUT 6-1/4 MILES NORTHWEST OF RAVENNA, 5 MILES
 MB2603'NORTH-NORTHEAST OF KENT, 1-1/4 MILES SOUTHEAST OF STREETSBORO
 MB2603'AND ON PROPERTY OWENED BY DAVID AND HELEN KANGESSER, 2210 EAST
 MB2603'OHIO BUILDING, CLEVELAND, OHIO, 44114.  TELEPHONE NUMBER
 MB2603'216-621-5705.  PERMISSION WAS OBTAINED FROM MR. BILL HOWITT,
 MB2603'8539 STATE ROUTE 14, KENT, OHIO, 44240, TO CROSS HIS PROPERTY
 MB2603'TO REACH THE STATION.
 MB2603'
 MB2603'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14, 43,
 MB2603'AND 303 IN STREETSBORO, GO EAST ON STATE HIGHWAYS 14 AND 303
 MB2603'FOR 0.2 MILE TO THE JUNCTION OF HIGHWAY 303 ON THE LEFT.
 MB2603'CONTINUE AHEAD ON HIGHWAY 14 FOR 1.65 MILES TO A PAVED ROAD ON
 MB2603'THE RIGHT, AT A SIGN JEFFERSON MATERIALS SAND AND GRAVEL.
 MB2603'TURN RIGHT AND GO SOUTHWESTERLY ON THE PAVED ROAD FOR 0.3 MILE
 MB2603'TO A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON
 MB2603'THE DIM TRACK ROAD FOR 0.1 MILE TO WHERE THE TRACK ROAD ENTERS
 MB2603'THE WOODS.  CONTINUE AHEAD ON THE TRACK ROAD FOR 0.1 MILE TO
 MB2603'A DIM FORK IN THE TRACK ROAD.  BEAR LEFT AND FOLLOW DIM
 MB2603'TRAIL THROUGH THE WOODS, WEST AND NORTHWEST FOR 0.15 MILE TO
 MB2603'A POINT WHERE THE TRAIL TURNS LEFT AND GOES DOWN HILL.
 MB2603'CONTINUE AHEAD, NORTHERLY ALONG THE WEST SIDE OF A
 MB2603'SMALL RIDGE FOR 0.05 MILE TO THE HIGHEST POINT AND THE
 MB2603'STATION.
 MB2603'
 MB2603'STATION MARKS, STAMPED---BRUBAKER 1977---, ARE STANDARD DISKS.
 MB2603'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2603'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 MB2603'68 FEET NORTH OF A METAL WITNESS POST, 67 FEET NORTHEAST OF A
 MB2603'METAL WITNESS POST AND 4 FEET WEST OF A METAL WITNESS POST.
 MB2603'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 MB2603'CONCRETE 42 INCHES BELOW THE GROUND.
 MB2603'
 MB2603'REFERENCE MARK 1, STAMPED---BRUBAKER NO 1 1977---, IS A
 MB2603'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2603'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1.5
 MB2603'FEET NORTHWEST OF A METAL WITNESS POST AND ABOUT 4 FEET LOWER
 MB2603'THAN THE STATION.
 MB2603'
 MB2603'REFERENCE MARK 2, STAMPED---BRUBAKER NO 2 1977---, IS A
 MB2603'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2603'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 1.5 FEET
 MB2603'SOUTHEAST OF A METAL WITNESS POST AND ABOUT 7 FEET LOWER THAN
 MB2603'THE STATION.
 MB2603'
 MB2603'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.5 METERS.
 MB2603'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES AND BRUSH
 MB2603'ON LINE.
 MB2603'FOUR-WHEEL DRIVE VEHICLE NEEDED IN WET WEATHER.
 MB2603'
 MB2603'DESCRIBED BY R.L. ZURFLUH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3271 ***********************************************************************
 AE3271  DESIGNATION -  BRUCE
 AE3271  PID         -  AE3271
 AE3271  STATE/COUNTY-  OH/MONTGOMERY
 AE3271  USGS QUAD   -  DAYTON NORTH (1996)
 AE3271
 AE3271                         *CURRENT SURVEY CONTROL
 AE3271  ___________________________________________________________________
 AE3271* NAD 83(1995)-  39 50 01.70462(N)    084 08 34.72092(W)     ADJUSTED  
 AE3271* NAVD 88     -       262.2    (meters)     860.     (feet)  GPS OBS   
 AE3271  ___________________________________________________________________
 AE3271  X           -     500,509.328 (meters)                     COMP
 AE3271  Y           -  -4,879,119.905 (meters)                     COMP
 AE3271  Z           -   4,063,979.371 (meters)                     COMP
 AE3271  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AE3271  ELLIP HEIGHT-         229.09  (meters)          (10/07/05) GPS OBS
 AE3271  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AE3271
 AE3271  HORZ ORDER  -  FIRST
 AE3271  ELLP ORDER  -  FOURTH    CLASS I
 AE3271
 AE3271.The horizontal coordinates were established by GPS observations
 AE3271.and adjusted by the National Geodetic Survey in September 1997..
 AE3271
 AE3271.The orthometric height was determined by GPS observations and a
 AE3271.high-resolution geoid model.
 AE3271
 AE3271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3271
 AE3271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3271
 AE3271.The ellipsoidal height was determined by GPS observations
 AE3271.and is referenced to NAD 83.
 AE3271
 AE3271.The geoid height was determined by GEOID03.
 AE3271
 AE3271;                    North         East     Units Scale Factor Converg.
 AE3271;SPC OH S     -   204,859.760   459,372.684   MT  0.99996662   -1 02 33.0
 AE3271;UTM  16      - 4,413,218.001   744,483.112   MT  1.00033592   +1 49 51.6
 AE3271
 AE3271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3271!SPC OH S     -   0.99996406  x   0.99996662  =   0.99993068
 AE3271!UTM  16      -   0.99996406  x   1.00033592  =   1.00029997
 AE3271
 AE3271|---------------------------------------------------------------------|
 AE3271| PID    Reference Object                     Distance      Geod. Az  |
 AE3271|                                                           dddmmss.s |
 AE3271| AH3422 MOT 1017                            135.304 METERS 26811     |
 AE3271| AE3259 BRUCE AZ MK                         252.492 METERS 27402     |
 AE3271|---------------------------------------------------------------------|
 AE3271
 AE3271                          SUPERSEDED SURVEY CONTROL
 AE3271
 AE3271  ELLIP H (09/11/97)  229.18   (m)                       GP(       ) 4 1
 AE3271
 AE3271.Superseded values are not recommended for survey control.
 AE3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3271.See file dsdata.txt to determine how the superseded data were derived.
 AE3271
 AE3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4448313218(NAD 83)
 AE3271_MARKER: DD = SURVEY DISK
 AE3271_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3271_STAMPING: BRUCE
 AE3271_MARK LOGO: CODDOP
 AE3271_PROJECTION: FLUSH
 AE3271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3271+STABILITY: SURFACE MOTION
 AE3271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3271+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2005
 AE3271
 AE3271  HISTORY     - Date     Condition        Report By
 AE3271  HISTORY     - 1997     MONUMENTED       WOOLPT
 AE3271  HISTORY     - 19980622 GOOD             WOOLPT
 AE3271  HISTORY     - 20051003 GOOD             INDIV
 AE3271
 AE3271                          STATION DESCRIPTION
 AE3271
 AE3271'DESCRIBED BY WOOLPERT CONSULTANTS 1997 (BBS)
 AE3271'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTRSECTION OF
 AE3271'I-70 AND RT.202 IN THE CITY OF HUBER HEIGHTS GO SOUTH ALONG RT. 202
 AE3271'FOR 2.6 MI (4.2 KM) TO POWELL RD GO WEST ALONG POWELL RD FOR 0.05 MI
 AE3271'(0.08 KM) TO STATION ON RIGHT. STATION IS A BRONZE DISK IN CONCRETE
 AE3271'INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED BRUCE, AND IS
 AE3271'FLUSH WITH THE SURFACE OF THE GROUND. STATION IS LOCATED 20.9 FT (6.4
 AE3271'M) NORTH FROM THE CENTERLINE OF POWELL RD, 21.7 FT (6.6 M) EAST FROM
 AE3271'THE CENTERLINE OF ASPALT DRIVE TO PINE RUN TOWN HOMES, AND 22.8 FT
 AE3271'(6.9 M) SOUTHWEST OF A FIRE HYDRANT.
 AE3271
 AE3271                          STATION RECOVERY (1998)
 AE3271
 AE3271'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (GTF)
 AE3271'FOUND AS DECRIBED BY WOOLPERT LLP IN 1998 (GTF)
 AE3271
 AE3271                          STATION RECOVERY (2005)
 AE3271
 AE3271'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AE3271'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AE3271'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3259 ***********************************************************************
 AE3259  DESIGNATION -  BRUCE AZ MK
 AE3259  PID         -  AE3259
 AE3259  STATE/COUNTY-  OH/MONTGOMERY
 AE3259  USGS QUAD   -  DAYTON NORTH (1996)
 AE3259
 AE3259                         *CURRENT SURVEY CONTROL
 AE3259  ___________________________________________________________________
 AE3259* NAD 83(1995)-  39 50 02.28011(N)    084 08 45.31341(W)     ADJUSTED  
 AE3259* NAVD 88     -       259.8    (meters)     852.     (feet)  GPS OBS   
 AE3259  ___________________________________________________________________
 AE3259  X           -     500,257.416 (meters)                     COMP
 AE3259  Y           -  -4,879,132.434 (meters)                     COMP
 AE3259  Z           -   4,063,991.444 (meters)                     COMP
 AE3259  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AE3259  ELLIP HEIGHT-         226.66  (meters)          (10/07/05) GPS OBS
 AE3259  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AE3259
 AE3259  HORZ ORDER  -  FIRST
 AE3259  ELLP ORDER  -  FOURTH    CLASS I
 AE3259
 AE3259.The horizontal coordinates were established by GPS observations
 AE3259.and adjusted by the National Geodetic Survey in September 1997..
 AE3259
 AE3259.The orthometric height was determined by GPS observations and a
 AE3259.high-resolution geoid model.
 AE3259
 AE3259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3259
 AE3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3259
 AE3259.The ellipsoidal height was determined by GPS observations
 AE3259.and is referenced to NAD 83.
 AE3259
 AE3259.The geoid height was determined by GEOID03.
 AE3259
 AE3259;                    North         East     Units Scale Factor Converg.
 AE3259;SPC OH S     -   204,882.092   459,121.190   MT  0.99996664   -1 02 39.7
 AE3259;UTM  16      - 4,413,227.701   744,230.722   MT  1.00033440   +1 49 44.9
 AE3259
 AE3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3259!SPC OH S     -   0.99996444  x   0.99996664  =   0.99993108
 AE3259!UTM  16      -   0.99996444  x   1.00033440  =   1.00029883
 AE3259
 AE3259|---------------------------------------------------------------------|
 AE3259| PID    Reference Object                     Distance      Geod. Az  |
 AE3259|                                                           dddmmss.s |
 AE3259| AE3271 BRUCE                               252.492 METERS 09402     |
 AE3259| AH3422 MOT 1017                            118.697 METERS 10042     |
 AE3259|---------------------------------------------------------------------|
 AE3259
 AE3259                          SUPERSEDED SURVEY CONTROL
 AE3259
 AE3259  ELLIP H (09/11/97)  226.75   (m)                       GP(       ) 4 1
 AE3259
 AE3259.Superseded values are not recommended for survey control.
 AE3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3259.See file dsdata.txt to determine how the superseded data were derived.
 AE3259
 AE3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4423113228(NAD 83)
 AE3259_MARKER: DD = SURVEY DISK
 AE3259_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3259_STAMPING: BRUCE AZ
 AE3259_MARK LOGO: CODDOP
 AE3259_PROJECTION: FLUSH
 AE3259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3259+STABILITY: SURFACE MOTION
 AE3259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3259+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2005
 AE3259
 AE3259  HISTORY     - Date     Condition        Report By
 AE3259  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3259  HISTORY     - 19980625 GOOD             WOOLPT
 AE3259  HISTORY     - 20051003 GOOD             INDIV
 AE3259
 AE3259                          STATION DESCRIPTION
 AE3259
 AE3259'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3259'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION I-70
 AE3259'AND RT. 202 IN THE CITY OF HUBER HEIGHTS GO SOUTH ALONG RT. 202 FOR
 AE3259'2.6 MI (4.2 KM) TO POWELL RD. GO WEST ALONG POWELL RD. FOR 0.2 MI (0.3
 AE3259'KM) TO FISHER DR. AND STATION ON RIGHT. STATION IS A BRONZE DISK IN
 AE3259'CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED
 AE3259'BRUCE AZ, AND IS FLUSH WITH THE SURFACE OF THE GROUND. STATION IS
 AE3259'LOCATED 34.8 FT (10.6 M) EAST FROM THE CENTERLINE OF FISHER DR, 35.1
 AE3259'FT (10.7 M) NORTH FROM THE CENTERLINE OF POWELL RD, 29.0 FT (8.8 M)
 AE3259'WEST FROM THE WEST EDGE OF A CONCRETE DRIVE, AND 28.6 FT (8.7 M)
 AE3259'SOUTHWEST FROM THE SOUTHWEST CORNER OF A PRIVACY FENCE.
 AE3259
 AE3259                          STATION RECOVERY (1998)
 AE3259
 AE3259'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (GTF)
 AE3259'RECOVERED AS DESCRIBED.
 AE3259
 AE3259                          STATION RECOVERY (2005)
 AE3259
 AE3259'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AE3259'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AE3259'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0376 ***********************************************************************
 MD0376  DESIGNATION -  BRYAN
 MD0376  PID         -  MD0376
 MD0376  STATE/COUNTY-  OH/WILLIAMS
 MD0376  USGS QUAD   -  BRYAN (1977)
 MD0376
 MD0376                         *CURRENT SURVEY CONTROL
 MD0376  ___________________________________________________________________
 MD0376* NAD 83(1986)-  41 28 17.     (N)    084 32 34.     (W)     SCALED    
 MD0376* NAVD 88     -       227.517  (meters)     746.45   (feet)  ADJUSTED  
 MD0376  ___________________________________________________________________
 MD0376  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 MD0376  DYNAMIC HT  -         227.428 (meters)     746.15  (feet)  COMP
 MD0376  MODELED GRAV-     980,226.7   (mgal)                       NAVD 88
 MD0376
 MD0376  VERT ORDER  -  SECOND    CLASS 0
 MD0376
 MD0376.The horizontal coordinates were scaled from a topographic map and have
 MD0376.an estimated accuracy of +/- 6 seconds.
 MD0376
 MD0376.The orthometric height was determined by differential leveling
 MD0376.and adjusted by the National Geodetic Survey in June 1991..
 MD0376
 MD0376.The geoid height was determined by GEOID03.
 MD0376
 MD0376.The dynamic height is computed by dividing the NAVD 88
 MD0376.geopotential number by the normal gravity value computed on the
 MD0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0376.degrees latitude (g = 980.6199 gals.).
 MD0376
 MD0376.The modeled gravity was interpolated from observed gravity values.
 MD0376
 MD0376;                    North         East    Units  Estimated Accuracy
 MD0376;SPC OH N     -   202,410.      429,380.      MT  (+/- 180 meters Scaled)
 MD0376
 MD0376                          SUPERSEDED SURVEY CONTROL
 MD0376
 MD0376  NGVD 29 (??/??/92)  227.669  (m)          746.94   (f) ADJ UNCH    2 0
 MD0376
 MD0376.Superseded values are not recommended for survey control.
 MD0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0376.See file dsdata.txt to determine how the superseded data were derived.
 MD0376
 MD0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL051940(NAD 83)
 MD0376_MARKER: DB = BENCH MARK DISK
 MD0376_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MD0376_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MD0376_STAMPING: BRYAN 1934
 MD0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0376
 MD0376  HISTORY     - Date     Condition        Report By
 MD0376  HISTORY     - 1934     MONUMENTED       CGS
 MD0376
 MD0376                          STATION DESCRIPTION
 MD0376
 MD0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0376'AT BRYAN.
 MD0376'AT BRYAN, WILLIAMS COUNTY, ON THE CINCINNATI NORTHERN RAILROAD,
 MD0376'58 YARDS SOUTHWEST OF THE SOUTHEAST CORNER OF THE CITY POWER PLANT,
 MD0376'17.5 YARDS WEST OF THE WEST RAIL, 10 YARDS NORTHEAST OF A
 MD0376'40-INCH ELM TREE, IN THE TOP OF A CONCRETE-FILLED 12-INCH TILE
 MD0376'PIPE, AND 3 INCHES HIGHER THAN THE LAWN.  A STANDARD DISK,
 MD0376'STAMPED BRYAN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1839 ***********************************************************************
 MD1839  DESIGNATION -  BRYAN ATT MICROWAVE
 MD1839  PID         -  MD1839
 MD1839  STATE/COUNTY-  OH/WILLIAMS
 MD1839  USGS QUAD   -  BLAKESLEE (1973)
 MD1839
 MD1839                         *CURRENT SURVEY CONTROL
 MD1839  ___________________________________________________________________
 MD1839* NAD 83(1995)-  41 30 52.53453(N)    084 38 38.87266(W)     ADJUSTED  
 MD1839* NAVD 88     -                                                        
 MD1839  ___________________________________________________________________
 MD1839  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 MD1839  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MD1839
 MD1839  HORZ ORDER  -  THIRD
 MD1839
 MD1839.The horizontal coordinates were established by classical geodetic methods
 MD1839.and adjusted by the National Geodetic Survey in April 1998..
 MD1839
 MD1839
 MD1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1839
 MD1839.The geoid height was determined by GEOID03.
 MD1839
 MD1839;                    North         East     Units Scale Factor Converg.
 MD1839;SPC OH N     -   207,408.200   421,036.932   MT  0.99996951   -1 24 30.9
 MD1839;SPC IN E     -   696,211.273   185,356.331   MT  1.00005629   +0 40 40.0
 MD1839;SPC IN E     - 2,284,153.15    608,123.23   sFT  1.00005629   +0 40 40.0
 MD1839;UTM  16      - 4,598,563.982   696,590.009   MT  1.00007563   +1 33 43.2
 MD1839
 MD1839                          SUPERSEDED SURVEY CONTROL
 MD1839
 MD1839  NAD 83(1995)-  41 30 52.53423(N)    084 38 38.86761(W) AD(       ) 4
 MD1839  NAD 83(1986)-  41 30 52.53481(N)    084 38 38.88852(W) AD(       ) 4
 MD1839  NAD 27      -  41 30 52.35381(N)    084 38 39.06215(W) AD(       ) 3
 MD1839
 MD1839.Superseded values are not recommended for survey control.
 MD1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1839.See file dsdata.txt to determine how the superseded data were derived.
 MD1839
 MD1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL9659098564(NAD 83)
 MD1839_MARKER: 45 = MICROWAVE TOWER
 MD1839
 MD1839  HISTORY     - Date     Condition        Report By
 MD1839  HISTORY     - 1970     FIRST OBSERVED   NGS
 MD1839
 MD1839                          STATION DESCRIPTION
 MD1839
 MD1839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1839'THE BRYAN AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE
 MD1839'KQA 77 IS LOCATED
 MD1839'ABOUT 5 MILES EAST OF BLAKESLEE AND 5 MILES NORTHWEST
 MD1839'OF BRYAN.
 MD1839'
 MD1839'TO REACH THE MICROWAVE FROM THE POST OFFICE IN BLAKESLEE, GO SOUTH
 MD1839'AND EAST ON STATE
 MD1839'HIGHWAY 34 FOR 3.5 MILES TO THE MOUNT OLIVE UNITED
 MD1839'METHODIST CHURCH ON THE LEFT, STATE
 MD1839'HIGHWAY 34 TURNS SOUTH, GO EASTERLY
 MD1839'ON WILLIAMS COUNTY ROAD G FOR 1.4 MILES TO THE
 MD1839'MICROWAVE ON THE LEFT.
 MD1839'
 MD1839'THE STATION IS THE RED LIGHT ATOP THE 30-FEET SQUARE CONCRETE
 MD1839'MICROWAVE WHICH
 MD1839'HAS AN OVERALL HEIGHT OF 196 FEET.  IT HAS 4 LARGE
 MD1839'REFLECTORS ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1775 ***********************************************************************
 MD1775  DESIGNATION -  BRYAN OHIO GAS CO TALL STACK
 MD1775  PID         -  MD1775
 MD1775  STATE/COUNTY-  OH/WILLIAMS
 MD1775  USGS QUAD   -  BRYAN (1977)
 MD1775
 MD1775                         *CURRENT SURVEY CONTROL
 MD1775  ___________________________________________________________________
 MD1775* NAD 83(1995)-  41 28 18.98227(N)    084 32 31.04598(W)     ADJUSTED  
 MD1775* NAVD 88     -                                                        
 MD1775  ___________________________________________________________________
 MD1775  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 MD1775  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 MD1775
 MD1775  HORZ ORDER  -  THIRD
 MD1775
 MD1775.The horizontal coordinates were established by classical geodetic methods
 MD1775.and adjusted by the National Geodetic Survey in April 1998..
 MD1775
 MD1775
 MD1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1775
 MD1775.The geoid height was determined by GEOID03.
 MD1775
 MD1775;                    North         East     Units Scale Factor Converg.
 MD1775;SPC OH N     -   202,467.757   429,452.546   MT  0.99996399   -1 20 29.3
 MD1775;UTM  16      - 4,594,065.664   705,251.444   MT  1.00011847   +1 37 42.3
 MD1775
 MD1775                          SUPERSEDED SURVEY CONTROL
 MD1775
 MD1775  NAD 83(1995)-  41 28 18.97801(N)    084 32 31.04848(W) AD(       ) 4
 MD1775  NAD 83(1986)-  41 28 18.98246(N)    084 32 31.06405(W) AD(       ) 4
 MD1775  NAD 27      -  41 28 18.80200(N)    084 32 31.25200(W) AD(       ) 3
 MD1775
 MD1775.Superseded values are not recommended for survey control.
 MD1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1775.See file dsdata.txt to determine how the superseded data were derived.
 MD1775
 MD1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL0525194066(NAD 83)
 MD1775
 MD1775  HISTORY     - Date     Condition        Report By
 MD1775  HISTORY     - UNK      MONUMENTED
 MD1775  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MD1775
 MD1775                          STATION DESCRIPTION
 MD1775
 MD1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MD1775'INTERSECTION STATION WAS DESTROYED WHEN STACK WAS DISMANTLED ABOUT
 MD1775'1945.  FOUNDATION
 MD1775'OF STACK IS STILL IN POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1776 ***********************************************************************
 MD1776  DESIGNATION -  BRYAN WILLIAMS CO CTHSE FLAG
 MD1776  PID         -  MD1776
 MD1776  STATE/COUNTY-  OH/WILLIAMS
 MD1776  USGS QUAD   -  BRYAN (1977)
 MD1776
 MD1776                         *CURRENT SURVEY CONTROL
 MD1776  ___________________________________________________________________
 MD1776* NAD 83(1995)-  41 28 26.13192(N)    084 33 06.21731(W)     ADJUSTED  
 MD1776* NAVD 88     -                                                        
 MD1776  ___________________________________________________________________
 MD1776  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 MD1776  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 MD1776
 MD1776  HORZ ORDER  -  THIRD
 MD1776
 MD1776.The horizontal coordinates were established by classical geodetic methods
 MD1776.and adjusted by the National Geodetic Survey in April 1998..
 MD1776
 MD1776
 MD1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1776
 MD1776.The geoid height was determined by GEOID03.
 MD1776
 MD1776;                    North         East     Units Scale Factor Converg.
 MD1776;SPC OH N     -   202,707.411   428,641.894   MT  0.99996423   -1 20 52.4
 MD1776;UTM  16      - 4,594,263.025   704,429.340   MT  1.00011433   +1 37 19.2
 MD1776
 MD1776                          SUPERSEDED SURVEY CONTROL
 MD1776
 MD1776  NAD 83(1995)-  41 28 26.12759(N)    084 33 06.21962(W) AD(       ) 4
 MD1776  NAD 83(1986)-  41 28 26.13215(N)    084 33 06.23528(W) AD(       ) 4
 MD1776  NAD 27      -  41 28 25.94900(N)    084 33 06.41900(W) AD(       ) 3
 MD1776
 MD1776.Superseded values are not recommended for survey control.
 MD1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1776.See file dsdata.txt to determine how the superseded data were derived.
 MD1776
 MD1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL0442994263(NAD 83)
 MD1776
 MD1776  HISTORY     - Date     Condition        Report By
 MD1776  HISTORY     - UNK      MONUMENTED
 MD1776  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MD1776
 MD1776                          STATION DESCRIPTION
 MD1776
 MD1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MD1776'INTERSECTION STATION (NO PREVIOUS DESCRIPTON) RECOVERED WAS ANTENNA
 MD1776'(IN PLACE OF
 MD1776'FLAGPOLE) ATOP CENTER OF CLOCK TOWER ON WILLIAMS COUNTY
 MD1776'COURT HOUSE IN THE CENTER OF
 MD1776'BRYAN.  BUILDING IS CONSTRUCTED OF RED
 MD1776'BRICK AND WAS ERRECTED IN 1889.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1876 ***********************************************************************
 MD1876  CBN         -  This is a Cooperative Base Network Control Station.
 MD1876  DESIGNATION -  BRYPORT
 MD1876  PID         -  MD1876
 MD1876  STATE/COUNTY-  OH/WILLIAMS
 MD1876  USGS QUAD   -  BRYAN (1977)
 MD1876
 MD1876                         *CURRENT SURVEY CONTROL
 MD1876  ___________________________________________________________________
 MD1876* NAD 83(1995)-  41 28 01.09037(N)    084 30 31.54391(W)     ADJUSTED  
 MD1876* NAVD 88     -       222.0    (meters)     728.     (feet)  GPS OBS   
 MD1876  ___________________________________________________________________
 MD1876  X           -     458,041.740 (meters)                     COMP
 MD1876  Y           -  -4,764,582.647 (meters)                     COMP
 MD1876  Z           -   4,201,548.448 (meters)                     COMP
 MD1876  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 MD1876  ELLIP HEIGHT-         187.88  (meters)          (03/08/05) GPS OBS
 MD1876  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 MD1876
 MD1876  HORZ ORDER  -  B
 MD1876  ELLP ORDER  -  FOURTH    CLASS II
 MD1876
 MD1876.The horizontal coordinates were established by GPS observations
 MD1876.and adjusted by the National Geodetic Survey in August 1996..
 MD1876
 MD1876.The orthometric height was determined by GPS observations and a
 MD1876.high-resolution geoid model.
 MD1876
 MD1876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1876
 MD1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1876
 MD1876.The ellipsoidal height was determined by GPS observations
 MD1876.and is referenced to NAD 83.
 MD1876
 MD1876.The geoid height was determined by GEOID03.
 MD1876
 MD1876;                    North         East     Units Scale Factor Converg.
 MD1876;SPC OH N     -   201,851.558   432,211.839   MT  0.99996338   -1 19 10.8
 MD1876;UTM  16      - 4,593,593.179   708,039.409   MT  1.00013266   +1 39 00.9
 MD1876
 MD1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1876!SPC OH N     -   0.99997053  x   0.99996338  =   0.99993391
 MD1876!UTM  16      -   0.99997053  x   1.00013266  =   1.00010319
 MD1876
 MD1876:                Primary Azimuth Mark                     Grid Az
 MD1876:SPC OH N     -  BRYPORT AZ MK                            069 41 10.1
 MD1876:UTM  16      -  BRYPORT AZ MK                            066 42 58.4
 MD1876
 MD1876|---------------------------------------------------------------------|
 MD1876| PID    Reference Object                     Distance      Geod. Az  |
 MD1876|                                                           dddmmss.s |
 MD1876| MD1879 BRYPORT AZ MK                       APPROX. 0.8 KM 0682159.3 |
 MD1876|---------------------------------------------------------------------|
 MD1876
 MD1876                          SUPERSEDED SURVEY CONTROL
 MD1876
 MD1876  ELLIP H (08/20/96)  187.92   (m)                       GP(       ) 4 2
 MD1876  NAD 83(1986)-  41 28 01.08815(N)    084 30 31.55680(W) AD(       ) 3
 MD1876  NAD 27      -  41 28 00.92966(N)    084 30 31.69112(W) AD(       ) 3
 MD1876  NGVD 29 (02/23/89)  222.4    (m)          730.     (f) GPS OBS        
 MD1876
 MD1876.Superseded values are not recommended for survey control.
 MD1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1876.See file dsdata.txt to determine how the superseded data were derived.
 MD1876
 MD1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL0803993593(NAD 83)
 MD1876_MARKER: DH = HORIZONTAL CONTROL DISK
 MD1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1876_SP_SET: CONCRETE POST
 MD1876_STAMPING: BRYPORT 1986
 MD1876_MARK LOGO: NGS   
 MD1876_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1876+STABILITY: SURFACE MOTION
 MD1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1876+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1996
 MD1876
 MD1876  HISTORY     - Date     Condition        Report By
 MD1876  HISTORY     - 1986     MONUMENTED       NGS
 MD1876  HISTORY     - 19870928 GOOD
 MD1876  HISTORY     - 19951115 GOOD             NGS
 MD1876  HISTORY     - 19960126 GOOD             NGS
 MD1876
 MD1876                          STATION DESCRIPTION
 MD1876
 MD1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MD1876'THE STATION IS ABOUT 2 MILES EAST OF BRYAN AT THE WILLIAMS COUNTY AIR-
 MD1876'PORT IN A GRASSY AREA IN BETWEEN THE RUNWAY AND TAXIWAY TURN OFF.
 MD1876'OWNERSHIP  R.E. SCHREDER, P.O. BOX 488, BRYAN OHIO 43506
 MD1876'PHONE 419 636 1500
 MD1876'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 2, 34 AND 191 ABOUT 7 MILE
 MD1876'EAST OF BRYAN.  GO WEST ON STATE HIGHWAY 2 AND 34 FOR 5.5 MILES TO
 MD1876'COUNTY ROAD 16 ON THE LEFT.  TURN 0.3 MILES TO THE AIRPORT ENTRANCE ON
 MD1876'THE RIGHT.  TURN RIGHT FOR 0.05 MILES TO A GATE, PASS THROUGH THE GATE
 MD1876'AND GO EAST ACROSS PARKING APRON THEN SOUTH ON THE TAXIWAY FOR 0.1
 MD1876'MILE  TO THE JUNCTION WITH THE RUNWAY AND THE STATION. TO REACH THE
 MD1876'AZIMUTH FROM THE STATION GO NORTHEAST ON THE TAXIWAY FOR 0.5 MILE TO
 MD1876'MARK ON THE RIGHT ON THE GRASS HUMP BETWEEN THE RUNWAY AND TAXIWAY.
 MD1876'THE STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED --- BRYPORT
 MD1876'1986--.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND 25 CM CONCRETE
 MD1876'POST FLUSH WITH THE GROUND.  IT IS 17.6 METERS EAST OF THE EAST EDGE
 MD1876'OF THE TAXIWAY TURN OFF, 17.0 METERS NORTH OF THE NORTH EDGE OF THE
 MD1876'RUNWAY, 12.7 METERS SOUTH OF THE TAXIWAY CENTER LINE, 12.0 METERS
 MD1876'SOUTHWEST OF THE SOUTH END OF A DRAIN PIPE AND 0.3 METERS WEST OF THE
 MD1876'FIBERGLASS WITNESS POST.
 MD1876'TYPED BY JAMES MALONEY 9/04/87. DESCRIBED BY B L LAMBERT.
 MD1876
 MD1876                          STATION RECOVERY (1987)
 MD1876
 MD1876'RECOVERED 1987
 MD1876'RECOVERED IN GOOD CONDITION.
 MD1876
 MD1876                          STATION RECOVERY (1995)
 MD1876
 MD1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MD1876'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 3 KM
 MD1876'(1.85 MI) EAST OF BRYAN AT THE WILLIAMS COUNTY AIRPORT, IN THE MEDIAN
 MD1876'OF THE RUNWAY AND PARALLEL TAXI, AND ON THE NORTHEAST SIDE OF THE
 MD1876'CONNECTOR TAXI FROM THE APRON.  OWNERSHIP--WILLIAMS COUNTY
 MD1876'COMMISSIONERS, P.O.  BOX 488, BRYAN, OH.  43506.  AIRPORT MANAGER IS
 MD1876'RICHARD WHITLOCK.  PHONE 419-636-4955.  TO REACH FROM THE JUNCTION OF
 MD1876'U.S.  HIGHWAY 127 AND STATE HIGHWAYS 2 AND 34 ON THE EAST SIDE OF THE
 MD1876'COURTHOUSE IN BRYAN, GO EAST ON HIGHHWAYS 2 AND 34 FOR 2.9 KM (1.80
 MD1876'MI) TO A PAVED CROSSROAD.  TURN RIGHT, SOUTH, ON COUNTY ROAD 16 FOR
 MD1876'0.8 KM (0.50 MI) TO A PAVED CROSSROAD.  TURN LEFT, EAST, ON COUNTY
 MD1876'ROAD D FOR 0.48 KM (0.30 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 MD1876'RIGHT.  TURN RIGHT, SOUTHERLY, ON THE ROAD FOR 0.48 KM (0.30 MI) ON
 MD1876'THE ROAD, ACROSS THE APRON (PASSING THE AIRPORT OFFICE) , AND ALONG A
 MD1876'TAXI TO THE STATION ON THE LEFT.  THE STATION IS SET IN THE TOP OF A
 MD1876'25 CM CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 28.5 M (93.5 FT)
 MD1876'EAST-NORTHEAST OF THE CENTER OF THE CONNECTOR TAXI, 27.1 M (88.9 FT)
 MD1876'NORTH-NORTHWEST OF THE RUNWAY CENTER, 13.3 M (43.6 FT) SOUTH-SOUTHEAST
 MD1876'OF THE CENTER OF THE PARALLEL TAXI, 11.6 M (38.1 FT) EAST OF THE SOUTH
 MD1876'END OF A CONCRETE CULVERT, 7.3 M (24.0 FT) EAST-SOUTHEAST OF THE
 MD1876'SECOND TAXI LIGHT FROM THE RUNWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A
 MD1876'FIBERGLASS WITNESS POST.  DESCRIBED BY D.G. AUG
 MD1876
 MD1876                          STATION RECOVERY (1996)
 MD1876
 MD1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 MD1876'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF BRYAN AT THE
 MD1876'WILLIAMS COUNTY AIRPORT, IN THE MEDIAN OF THE RUNWAY AND PARALLEL
 MD1876'TAXI, AND ON THE NORTHEAST SIDE OF THE CONNECTOR TAXIWAY FROM THE
 MD1876'APRON.  OWNERSHIP--WILLIAMS COUNTY COMMISSIONERS, P.O.  BOX 488,
 MD1876'BRYAN, OH.  43506.  AIRPORT MANAGER IS RICHARD WHITLOCK.  PHONE
 MD1876'419-636-4955.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 127 AND
 MD1876'STATE HIGHWAYS 2 AND 34 ON THE EAST SIDE OF THE COURTHOUSE IN BRYAN.
 MD1876'GO EAST ON HIGHHWAYS 2 AND 34 FOR 2.9 KM (1.80 MI) TO A PAVED
 MD1876'CROSSROAD.  TURN RIGHT, SOUTH, ON COUNTY ROAD 16 FOR 0.8 KM (0.50 MI)
 MD1876'TO A PAVED CROSSROAD.  TURN LEFT, EAST, ON COUNTY ROAD D FOR 0.48 KM
 MD1876'(0.30 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 MD1876'SOUTHERLY, ON THE ROAD FOR 0.48 KM (0.30 MI) ON THE ROAD, ACROSS THE
 MD1876'APRON (PASSING THE AIRPORT OFFICE) , AND ALONG A TAXIWAY TO THE
 MD1876'STATION ON THE LEFT.  THE STATION IS SET IN THE TOP OF A 25 CM
 MD1876'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 28.5 M (93.5 FT)
 MD1876'EAST-NORTHEAST OF THE CENTER OF THE CONNECTOR TAXIWAY, 27.1 M (88.9
 MD1876'FT) NORTH-NORTHWEST OF THE RUNWAY CENTER, 13.3 M (43.6 FT)
 MD1876'SOUTH-SOUTHEAST OF THE CENTER OF THE PARALLEL TAXIWAY, 11.6 M (38.1
 MD1876'FT) EAST OF THE SOUTH END OF A CONCRETE CULVERT, 7.3 M (24.0 FT)
 MD1876'EAST-SOUTHEAST OF THE SECOND TAXIWAY LIGHT FROM THE RUNWAY, AND 0.3 M
 MD1876'(1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.  NOTE ---THIS STATION
 MD1876'HAS BEEN SELECTED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) FOR
 MD1876'THIS AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1879 ***********************************************************************
 MD1879  SACS        -  This is a Secondary Airport Control Station.
 MD1879  DESIGNATION -  BRYPORT AZ MK
 MD1879  PID         -  MD1879
 MD1879  STATE/COUNTY-  OH/WILLIAMS
 MD1879  USGS QUAD   -  EVANSPORT (1973)
 MD1879
 MD1879                         *CURRENT SURVEY CONTROL
 MD1879  ___________________________________________________________________
 MD1879* NAD 83(1995)-  41 28 10.65897(N)    084 29 59.46302(W)     ADJUSTED  
 MD1879* NAVD 88     -       222.25   (meters)     729.2    (feet)  GPS OBS   
 MD1879  ___________________________________________________________________
 MD1879  X           -     458,764.064 (meters)                     COMP
 MD1879  Y           -  -4,764,316.962 (meters)                     COMP
 MD1879  Z           -   4,201,769.833 (meters)                     COMP
 MD1879  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 MD1879  ELLIP HEIGHT-         188.15  (meters)          (10/07/05) GPS OBS
 MD1879  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 MD1879
 MD1879  HORZ ORDER  -  FIRST
 MD1879  ELLP ORDER  -  FIFTH     CLASS I
 MD1879
 MD1879.This mark is at Williams County Airport (0G6)
 MD1879
 MD1879.The horizontal coordinates were established by GPS observations
 MD1879.and adjusted by the National Geodetic Survey in May 1997..
 MD1879
 MD1879.The orthometric height was determined by GPS observations and a
 MD1879.high-resolution geoid model.
 MD1879
 MD1879.GPS derived orthometric heights for airport stations designated as
 MD1879.PACS or SACS are published to 2 decimal places.  This maintains
 MD1879.centimeter relative accuracy between the PACS and SACS.  It does
 MD1879.not indicate centimeter accuracy relative to other marks which are
 MD1879.part of the NAVD 88 network.
 MD1879
 MD1879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1879
 MD1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1879
 MD1879.The ellipsoidal height was determined by GPS observations
 MD1879.and is referenced to NAD 83.
 MD1879
 MD1879.The geoid height was determined by GEOID03.
 MD1879
 MD1879;                    North         East     Units Scale Factor Converg.
 MD1879;SPC OH N     -   202,129.563   432,962.826   MT  0.99996370   -1 18 49.7
 MD1879;UTM  16      - 4,593,909.775   708,775.109   MT  1.00013643   +1 39 22.5
 MD1879
 MD1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1879!SPC OH N     -   0.99997049  x   0.99996370  =   0.99993419
 MD1879!UTM  16      -   0.99997049  x   1.00013643  =   1.00010692
 MD1879
 MD1879:                Primary Azimuth Mark                     Grid Az
 MD1879:SPC OH N     -  BRYPORT                                  249 41 10.2
 MD1879:UTM  16      -  BRYPORT                                  246 42 58.0
 MD1879
 MD1879|---------------------------------------------------------------------|
 MD1879| PID    Reference Object                     Distance      Geod. Az  |
 MD1879|                                                           dddmmss.s |
 MD1879| MD1876 BRYPORT                             APPROX. 0.8 KM 2482220.5 |
 MD1879|---------------------------------------------------------------------|
 MD1879
 MD1879                          SUPERSEDED SURVEY CONTROL
 MD1879
 MD1879  ELLIP H (05/30/97)  188.19   (m)                       GP(       ) 5 1
 MD1879  NAD 83(1995)-  41 28 10.65946(N)    084 29 59.46387(W) AD(       ) 3
 MD1879  NAD 83(1986)-  41 28 10.65729(N)    084 29 59.47684(W) AD(       ) 3
 MD1879  NAD 27      -  41 28 10.49874(N)    084 29 59.61243(W) AD(       ) 3
 MD1879  NGVD 29 (02/23/89)  222.7    (m)          731.     (f) GPS OBS        
 MD1879
 MD1879.Superseded values are not recommended for survey control.
 MD1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1879.See file dsdata.txt to determine how the superseded data were derived.
 MD1879
 MD1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL0877593910(NAD 83)
 MD1879_MARKER: DZ = AZIMUTH MARK DISK
 MD1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1879_SP_SET: CONCRETE POST
 MD1879_STAMPING: BRYPORT
 MD1879_MARK LOGO: NGS   
 MD1879_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1879+STABILITY: SURFACE MOTION
 MD1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1879+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1996
 MD1879
 MD1879  HISTORY     - Date     Condition        Report By
 MD1879  HISTORY     - 1986     MONUMENTED       NGS
 MD1879  HISTORY     - 19870928 GOOD
 MD1879  HISTORY     - 19960126 GOOD             NGS
 MD1879
 MD1879                          STATION DESCRIPTION
 MD1879
 MD1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MD1879'THE STATION IS ABOUT 2 MILES EAST OF BRYAN AT THE WILLIAMS COUNTY AIR-
 MD1879'PORT IN A GRASSY AREA IN BETWEEN THE RUNWAY AND TAXIWAY TURN OFF.
 MD1879'OWNERSHIP  R.E. SCHREDER, P.O. BOX 488, BRYAN OHIO 43506
 MD1879'PHONE 419 636 1500
 MD1879'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 2, 34 AND 191 ABOUT 7 MILE
 MD1879'EAST OF BRYAN.  GO WEST ON STATE HIGHWAY 2 AND 34 FOR 5.5 MILES TO
 MD1879'COUNTY ROAD 16 ON THE LEFT.  TURN 0.3 MILES TO THE AIRPORT ENTRANCE ON
 MD1879'THE RIGHT.  TURN RIGHT FOR 0.05 MILES TO A GATE, PASS THROUGH THE GATE
 MD1879'AND GO EAST ACROSS PARKING APRON THEN SOUTH ON THE TAXIWAY FOR 0.1
 MD1879'MILE  TO THE JUNCTION WITH THE RUNWAY AND THE STATION. TO REACH THE
 MD1879'AZIMUTH FROM THE STATION GO NORTHEAST ON THE TAXIWAY FOR 0.5 MILE TO
 MD1879'MARK ON THE RIGHT ON THE GRASS HUMP BETWEEN THE RUNWAY AND TAXIWAY.
 MD1879'THE STATION MARK DISKS ARE STANDARD AZIMUTH DISKS STAMPED ---BRYPORT
 MD1879'1986--.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND 25 CM CONCRETE
 MD1879'POST FLUSH WITH THE GROUND.  IT IS 15.0 METERS NORTH OF THE NORTH
 MD1879'EDGE OF THE RUNWAY, 14.6 METERS SOUTH OF THE TAXIWAY CENTER LINE,
 MD1879'13.4 METERS WEST OF THE WEST EDGE OF THE TAXIWAY TURN OFF, 12.9 METERS
 MD1879'NORTHEAST OF THE RUNWAY LIGHT AND 0.3 METERS EAST OF THE FIBERGLASS
 MD1879'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 MD1879'MASS OF CONCRETE 1.3 METERS BELOW GROUND.
 MD1879'DESCRIBED BY BL LAMBERT.  TYPED BY JAMES MALONEY 9/04/87.
 MD1879
 MD1879                          STATION RECOVERY (1987)
 MD1879
 MD1879'RECOVERED 1987
 MD1879'RECOVERED IN GOOD CONDITION.
 MD1879
 MD1879                          STATION RECOVERY (1996)
 MD1879
 MD1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KRN)
 MD1879'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF BRYAN AT THE
 MD1879'WILLIAMS COUNTY AIRPORT, NEAR THE NORTHEAST END OF THE MEDIAN OF THE
 MD1879'RUNWAY AND PARALLEL TO RUNWAY END 25.  OWNERSHIP--WILLIAMS COUNTY
 MD1879'COMMISSIONERS, P.O.  BOX 488, BRYAN, OH.  43506.  AIRPORT MANAGER IS
 MD1879'RICHARD WHITLOCK.  PHONE 419-636-4955.  TO REACH THIS STATION FROM THE
 MD1879'JUNCTION OF U.S.  HIGHWAY 127 AND STATE HIGHWAYS 2 AND 34, ON THE EAST
 MD1879'SIDE OF THE COURTHOUSE IN BRYAN, GO EAST ON HIGHWAYS 2 AND 34 FOR 2.9
 MD1879'KM (1.80 MI) TO A PAVED CROSSROAD.  TURN RIGHT, SOUTH, ON COUNTY ROAD
 MD1879'16 FOR 0.8 KM (0.50 MI) TO A PAVED CROSSROAD.  TURN LEFT, EAST, ON
 MD1879'COUNTY ROAD D FOR 0.48 KM (0.30 MI) TO THE AIRPORT ENTRANCE ROAD ON
 MD1879'THE RIGHT.  TURN RIGHT, SOUTHERLY, ON THE ROAD FOR 0.48 KM (0.30 MI)
 MD1879'CROSSING THE PARKING APRON (PASSING THE AIRPORT OFFICE) , AND ALONG A
 MD1879'TAXIWAY TO THE PARALLEL TAXIWAY ON THE LEFT.  TURN LEFT, NORTHEAST,
 MD1879'ALONG THE TAXIWAY FOR 0.8 KM (0.50 MI) THE STATION ON THE RIGHT.  THE
 MD1879'STATION IS SET IN THE TOP OF A 25 CM CONCRETE POST SET FLUSH WITH THE
 MD1879'GROUND.  IT IS 35.1 M (115.2 FT) WEST-SOUTHWEST OF THE CENTER OF THE
 MD1879'CONNECTOR TAXIWAY, 26.5 M (86.9 FT) NORTH-NORTHWEST OF THE RUNWAY
 MD1879'CENTER, 14.5 M (47.6 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE PARALLEL
 MD1879'TAXIWAY, 14.1 M (46.3 FT) WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 MD1879'CONNECTOR TAXIWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A FIBERGLASS
 MD1879'WITNESS POST.  THIS STATION HAS BEEN SELECTED AS A SECONDARY AIRPORT
 MD1879'CONTROL STATION (SACS) FOR THIS AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1430 ***********************************************************************
 MB1430  DESIGNATION -  BUCHTEL
 MB1430  PID         -  MB1430
 MB1430  STATE/COUNTY-  OH/SUMMIT
 MB1430  USGS QUAD   -  AKRON WEST (1994)
 MB1430
 MB1430                         *CURRENT SURVEY CONTROL
 MB1430  ___________________________________________________________________
 MB1430* NAD 83(1995)-  41 04 35.94378(N)    081 30 13.81426(W)     ADJUSTED  
 MB1430* NAVD 88     -       322.793  (meters)    1059.03   (feet)  ADJUSTED  
 MB1430  ___________________________________________________________________
 MB1430  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 MB1430  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB1430  DYNAMIC HT  -         322.651 (meters)    1058.56  (feet)  COMP
 MB1430  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 MB1430
 MB1430  HORZ ORDER  -  FIRST
 MB1430  VERT ORDER  -  FIRST     CLASS II
 MB1430
 MB1430.The horizontal coordinates were established by classical geodetic methods
 MB1430.and adjusted by the National Geodetic Survey in April 1998..
 MB1430
 MB1430.The orthometric height was determined by differential leveling
 MB1430.and adjusted by the National Geodetic Survey in June 1991..
 MB1430
 MB1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1430
 MB1430.The geoid height was determined by GEOID03.
 MB1430
 MB1430.The dynamic height is computed by dividing the NAVD 88
 MB1430.geopotential number by the normal gravity value computed on the
 MB1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1430.degrees latitude (g = 980.6199 gals.).
 MB1430
 MB1430.The modeled gravity was interpolated from observed gravity values.
 MB1430
 MB1430;                    North         East     Units Scale Factor Converg.
 MB1430;SPC OH N     -   157,051.088   683,708.248   MT  0.99993915   +0 39 15.9
 MB1430;UTM  17      - 4,547,388.389   457,675.564   MT  0.99962205   -0 19 51.8
 MB1430
 MB1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1430!SPC OH N     -   0.99995461  x   0.99993915  =   0.99989376
 MB1430!UTM  17      -   0.99995461  x   0.99962205  =   0.99957667
 MB1430
 MB1430:                Primary Azimuth Mark                     Grid Az
 MB1430:SPC OH N     -  PERKINS                                  358 42 14.4
 MB1430:UTM  17      -  PERKINS                                  359 41 22.1
 MB1430
 MB1430|---------------------------------------------------------------------|
 MB1430| PID    Reference Object                     Distance      Geod. Az  |
 MB1430|                                                           dddmmss.s |
 MB1430| MB1429 PERKINS                             APPROX. 0.8 KM 3592130.3 |
 MB1430|---------------------------------------------------------------------|
 MB1430
 MB1430                          SUPERSEDED SURVEY CONTROL
 MB1430
 MB1430  NAD 83(1986)-  41 04 35.95074(N)    081 30 13.81767(W) AD(       ) 1
 MB1430  NAD 27      -  41 04 35.75086(N)    081 30 14.39209(W) AD(       ) 1
 MB1430  NGVD 29 (??/??/92)  322.989  (m)         1059.67   (f) ADJ UNCH    1 2
 MB1430
 MB1430.Superseded values are not recommended for survey control.
 MB1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1430.See file dsdata.txt to determine how the superseded data were derived.
 MB1430
 MB1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5767647388(NAD 83)
 MB1430_MARKER: DD = SURVEY DISK
 MB1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1430_STAMPING: BUCHTEL
 MB1430_MARK LOGO: OH0070
 MB1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1430+STABILITY: SURFACE MOTION
 MB1430
 MB1430  HISTORY     - Date     Condition        Report By
 MB1430  HISTORY     - 1963     MONUMENTED       OH0070
 MB1430  HISTORY     - 1964     GOOD             CGS
 MB1430
 MB1430                          STATION DESCRIPTION
 MB1430
 MB1430'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1430'THE STATION IS ABOUT 3/4 MILE EAST-SOUTHEAST OF DOWNTOWN AKRON, IN
 MB1430'THE NORTHWEST CORNER OF THE
 MB1430'INTERSECTION OF BUCHTEL AVENUE AND THE FOUNTAIN STREET RAMP THAT
 MB1430'LEADS TO THE NORTH BOUND LANE OF THE
 MB1430'AKRON EXPRESSWAY AND AT THE EAST END OF THE BRIDGE OVER THE
 MB1430'EXPRESSWAY.  IT IS 13 FEET WEST OF THE
 MB1430'CENTERLINE OF FOUNTAIN STREET EXPRESSWAY RAMP, 20
 MB1430'FEET NORTH OF THE CENTERLINE OF BUCHTEL AVENUE AND 24.5
 MB1430'FEET NORTHWEST OF A TRAFFIC
 MB1430'LIGHT.  THE MARK IS A CITY OF AKRON DISK STAMPED BUCHTEL SET IN THE
 MB1430'TOP OF A 6 INCH SQUARE CONCRETE
 MB1430'MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE CONCRETE AND
 MB1430'COVERED WITH A 9 INCH IRON COVER.
 MB1430
 MB1430                          STATION RECOVERY (1964)
 MB1430
 MB1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1430'AT AKRON.
 MB1430'AT AKRON, NEAR THE INTERSECTION OF BUCHTEL AVENUE AND THE
 MB1430'FOUNTAIN STREET RAMP TO THE AKRON EXPRESSWAY, NEAR THE EAST END
 MB1430'OF THE BUCHTEL AVENUE BRIDGE OVER THE EXPRESSWAY, 20 FEET NORTH
 MB1430'OF THE CENTER LINE OF BUCHTEL AVENUE, 24.5 FEET NORTHWEST OF
 MB1430'A TRAFFIC LIGHT AT INTERSECTION, 13 FEET WEST OF THE CENTER LINE
 MB1430'OF THE FOUNTAIN STREET RAMP TO EXPRESSWAY, 12.5 FEET SOUTHEAST
 MB1430'OF THE EAST END OF THE NORTH CONCRETE BANNISTER OF BRIDGE, SET
 MB1430'IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE SURFACE OF
 MB1430'GROUND ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER
 MB1430'MARKED AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1370 ***********************************************************************
 JY1370  DESIGNATION -  BUCHTEL
 JY1370  PID         -  JY1370
 JY1370  STATE/COUNTY-  OH/ATHENS
 JY1370  USGS QUAD   -  NELSONVILLE (1995)
 JY1370
 JY1370                         *CURRENT SURVEY CONTROL
 JY1370  ___________________________________________________________________
 JY1370* NAD 83(1995)-  39 27 56.57054(N)    082 08 56.37727(W)     ADJUSTED  
 JY1370* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 JY1370  ___________________________________________________________________
 JY1370  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 JY1370  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JY1370
 JY1370  HORZ ORDER  -  FIRST
 JY1370
 JY1370.The horizontal coordinates were established by classical geodetic methods
 JY1370.and adjusted by the National Geodetic Survey in April 1998..
 JY1370
 JY1370.The orthometric height was scaled from a topographic map.
 JY1370
 JY1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1370
 JY1370.The geoid height was determined by GEOID03.
 JY1370
 JY1370;                    North         East     Units Scale Factor Converg.
 JY1370;SPC OH S     -   162,772.603   630,204.099   MT  0.99993691   +0 13 21.8
 JY1370;UTM  17      - 4,369,089.414   401,160.850   MT  0.99972028   -0 43 49.4
 JY1370
 JY1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1370!SPC OH S     -   0.99995565  x   0.99993691  =   0.99989256
 JY1370!UTM  17      -   0.99995565  x   0.99972028  =   0.99967594
 JY1370
 JY1370|---------------------------------------------------------------------|
 JY1370| PID    Reference Object                     Distance      Geod. Az  |
 JY1370|                                                           dddmmss.s |
 JY1370| CF2952 BUCHTEL RM 1                         20.177 METERS 03703     |
 JY1370| CF2951 BUCHTEL AZ MK                                      1192104.8 |
 JY1370| CF2953 BUCHTEL RM 2                         27.000 METERS 31221     |
 JY1370| JY1323 SHAWNEE LOOKOUT TOWER               APPROX.11.4 KM 3235021.4 |
 JY1370|---------------------------------------------------------------------|
 JY1370
 JY1370                          SUPERSEDED SURVEY CONTROL
 JY1370
 JY1370  NAD 83(1986)-  39 27 56.57267(N)    082 08 56.38365(W) AD(       ) 1
 JY1370  NAD 27      -  39 27 56.31900(N)    082 08 56.85400(W) AD(       ) 1
 JY1370
 JY1370.Superseded values are not recommended for survey control.
 JY1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1370.See file dsdata.txt to determine how the superseded data were derived.
 JY1370
 JY1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0116169089(NAD 83)
 JY1370_MARKER: DS = TRIANGULATION STATION DISK
 JY1370_SETTING: 0 = UNSPECIFIED SETTING
 JY1370
 JY1370  HISTORY     - Date     Condition        Report By
 JY1370  HISTORY     - 1944     MONUMENTED       CGS
 JY1370  HISTORY     - 1959     GOOD             CGS
 JY1370
 JY1370                          STATION DESCRIPTION
 JY1370
 JY1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JY1370'STATION IS LOCATED ON A HIGH BRUSHY HILL, ON THE N SIDE OF STATE
 JY1370'HIGHWAY 675, ABOUT 2 MILES E OF BUCHTEL, AND ABOUT 6 MILES ENE OF
 JY1370'NELSONVILLE.  THE LAND IS OWNED BY THE FEDERAL GOVERNMENT.  STATION
 JY1370'IS ON THE HIGHEST POINT OF THE HILL, ABOUT 75 YARDS N OF THE
 JY1370'HIGHWAY, AND 5 FEET SW OF A WITNESS POST.  THE DISK IS STAMPED
 JY1370'BUCHTEL 1944.
 JY1370'
 JY1370'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 JY1370'SET IN CONCRETE.
 JY1370'
 JY1370'REFERENCE MARK 1 IS ON THE NE SLOPE OF THE HILL AND 36 FEET SW OF A
 JY1370'15-INCH TWIN TREE.  IT IS STAMPED BUCHTEL NO 1 1944.
 JY1370'
 JY1370'REFERENCE MARK 2 IS ON THE NW SLOPE OF THE HILL.  IT IS STAMPED
 JY1370'BUCHTEL NO 2 1944.
 JY1370'
 JY1370'AZIMUTH MARK IS 5.5 FEET W OF A 12-INCH WALNUT TREE, 17 FEET S OF THE
 JY1370'CENTER LINE OF HIGHWAY, AND ABOUT 50 YARDS N OF THE NW CORNER OF
 JY1370'THE CHICKIE HOUSE.  IT IS STAMPED BUCHTEL 1944.
 JY1370'
 JY1370'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 JY1370'HIGHWAY 216 IN NELSONVILLE, GO NE ON STATE HIGHWAY 216 FOR 3.0
 JY1370'MILES TO JUNCTION WITH STATE HIGHWAY 675 IN BUCHTEL, TURN RIGHT ON
 JY1370'STATE HIGHWAY 675 AND GO 1.7 MILES TO THE HIGHEST POINT ON THE LEFT
 JY1370'AND STATION.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A RIGHT FORK,
 JY1370'TAKE RIGHT FORK AND GO 0.15 MILE TO MR. CHICKIES DRIVEWAY ON THE
 JY1370'RIGHT AND THE AZIMUTH MARK.
 JY1370'
 JY1370'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 JY1370
 JY1370                          STATION RECOVERY (1959)
 JY1370
 JY1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 JY1370'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 JY1370'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JY1370'
 JY1370'THE DISTANCES AND DIRECTIONS TO REFERENCE MARK NO. 1 AND REFERENCE
 JY1370'MARK NO. 2 WERE VERIFIED.
 JY1370'
 JY1370'THE AZIMUTH MARK HAS A CHIP OUT OF ONE CORNER BUT SEEMS TO BE SOLID
 JY1370'AND SERVICABLE AND NO VISIBLE MOVEMENT IS APPARENT, ALTHOUGH A
 JY1370'DISCREPENCY OF 09.7 SECONDS WAS FOUND FROM THE ORIGINAL 1944
 JY1370'DIRECTION.
 JY1370'
 JY1370'THE DIRECTION TO THE AZIMUTH MARK WAS OBSERVED ON SEPERATE OCCASIONS
 JY1370'FOR VERIFICATION.
 JY1370'
 JY1370'THE STATION WAS REACHED FROM JACKSONVILLE AS FOLLOWS-
 JY1370'
 JY1370'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN JACKSONVILLE, GO
 JY1370'SOUTHWESTERLY ON STATE HIGHWAY 13 FOR 2.0 MILES TO THE JUNCTION OF
 JY1370'STATE HIGHWAY 675.  TURN RIGHT AND GO WEST ON HIGHWAY 675 FOR 2.55
 JY1370'MILES TO A SIDE ROAD ON THE LEFT JUST BEFORE REACHING THE TOP OF
 JY1370'THE RIDGE.  (TURN LEFT AND FOLLOW THE GRAVEL ROAD FOR 0.15 MILE TO
 JY1370'THE AZIMUTH MARK ON THE RIGHT IN A FENCELINE.  A STANDARD METAL
 JY1370'WITNESS POST WAS SET 1.8 FEET SOUTHEAST OF THE MARK.) CONTINUE ON
 JY1370'HIGHWAY 675 FOR 0.2 MILE TO A WOODS ROAD ON THE RIGHT.  TURN RIGHT
 JY1370'AND FOLLOW THE WOODS ROAD ABOUT 100 YARDS TO A DIM TRACK ROAD ON THE
 JY1370'RIGHT.  BEAR RIGHT AND FOLLOW THE DIM TRACK ROAD, UPHILL ABOUT 100
 JY1370'YARDS TO THE SUMMIT OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2017 ***********************************************************************
 JX2017  DESIGNATION -  BUCK HILL BOT OLIN ALUM TANK
 JX2017  PID         -  JX2017
 JX2017  STATE/COUNTY-  OH/MONROE
 JX2017  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2017
 JX2017                         *CURRENT SURVEY CONTROL
 JX2017  ___________________________________________________________________
 JX2017* NAD 83(1995)-  39 42 07.11485(N)    080 50 47.34867(W)     ADJUSTED  
 JX2017* NAVD 88     -                                                        
 JX2017  ___________________________________________________________________
 JX2017  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 JX2017  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JX2017
 JX2017  HORZ ORDER  -  THIRD
 JX2017
 JX2017.The horizontal coordinates were established by classical geodetic methods
 JX2017.and adjusted by the National Geodetic Survey in April 1998..
 JX2017
 JX2017
 JX2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2017
 JX2017.The geoid height was determined by GEOID03.
 JX2017
 JX2017;                    North         East     Units Scale Factor Converg.
 JX2017;SPC OH S     -   190,242.120   741,797.048   MT  0.99995123   +1 02 57.1
 JX2017;SPC WV N     -   134,305.729   484,531.150   MT  0.99994162   -0 51 31.5
 JX2017;UTM  17      - 4,394,691.623   513,160.723   MT  0.99960213   +0 05 53.0
 JX2017
 JX2017                          SUPERSEDED SURVEY CONTROL
 JX2017
 JX2017  NAD 83(1986)-  39 42 07.12170(N)    080 50 47.35652(W) AD(       ) 4
 JX2017  NAD 27      -  39 42 06.85400(N)    080 50 47.99200(W) AD(       ) 3
 JX2017
 JX2017.Superseded values are not recommended for survey control.
 JX2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2017.See file dsdata.txt to determine how the superseded data were derived.
 JX2017
 JX2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1316194692(NAD 83)
 JX2017_MARKER: 51 = TANK
 JX2017
 JX2017  HISTORY     - Date     Condition        Report By
 JX2017  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2017
 JX2017                          STATION DESCRIPTION
 JX2017
 JX2017'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2018 ***********************************************************************
 JX2018  DESIGNATION -  BUCK HILL BOT ORMET ALUM STK
 JX2018  PID         -  JX2018
 JX2018  STATE/COUNTY-  OH/MONROE
 JX2018  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2018
 JX2018                         *CURRENT SURVEY CONTROL
 JX2018  ___________________________________________________________________
 JX2018* NAD 83(1995)-  39 42 19.39589(N)    080 50 23.43071(W)     ADJUSTED  
 JX2018* NAVD 88     -                                                        
 JX2018  ___________________________________________________________________
 JX2018  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 JX2018  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JX2018
 JX2018  HORZ ORDER  -  THIRD
 JX2018
 JX2018.The horizontal coordinates were established by classical geodetic methods
 JX2018.and adjusted by the National Geodetic Survey in April 1998..
 JX2018
 JX2018
 JX2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2018
 JX2018.The geoid height was determined by GEOID03.
 JX2018
 JX2018;                    North         East     Units Scale Factor Converg.
 JX2018;SPC OH S     -   190,631.256   742,359.767   MT  0.99995157   +1 03 12.2
 JX2018;SPC WV N     -   134,675.910   485,106.507   MT  0.99994170   -0 51 16.3
 JX2018;UTM  17      - 4,395,071.232   513,729.625   MT  0.99960232   +0 06 08.3
 JX2018
 JX2018                          SUPERSEDED SURVEY CONTROL
 JX2018
 JX2018  NAD 83(1986)-  39 42 19.40277(N)    080 50 23.43846(W) AD(       ) 4
 JX2018  NAD 27      -  39 42 19.13200(N)    080 50 24.08300(W) AD(       ) 3
 JX2018
 JX2018.Superseded values are not recommended for survey control.
 JX2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2018.See file dsdata.txt to determine how the superseded data were derived.
 JX2018
 JX2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1373095071(NAD 83)
 JX2018_MARKER: 63 = STACK
 JX2018
 JX2018  HISTORY     - Date     Condition        Report By
 JX2018  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2018
 JX2018                          STATION DESCRIPTION
 JX2018
 JX2018'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1417 ***********************************************************************
 JY1417  DESIGNATION -  BUCK RESET
 JY1417  PID         -  JY1417
 JY1417  STATE/COUNTY-  OH/FAIRFIELD
 JY1417  USGS QUAD   -  LANCASTER (1985)
 JY1417
 JY1417                         *CURRENT SURVEY CONTROL
 JY1417  ___________________________________________________________________
 JY1417* NAD 83(1995)-  39 40 44.41534(N)    082 30 06.98983(W)     ADJUSTED  
 JY1417* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 JY1417  ___________________________________________________________________
 JY1417  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 JY1417  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JY1417
 JY1417  HORZ ORDER  -  FIRST
 JY1417
 JY1417.The horizontal coordinates were established by classical geodetic methods
 JY1417.and adjusted by the National Geodetic Survey in April 1998..
 JY1417
 JY1417.The orthometric height was scaled from a topographic map.
 JY1417
 JY1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1417
 JY1417.The geoid height was determined by GEOID03.
 JY1417
 JY1417;                    North         East     Units Scale Factor Converg.
 JY1417;SPC OH S     -   186,393.375   599,833.432   MT  0.99994910   -0 00 04.4
 JY1417;UTM  17      - 4,393,208.882   371,193.662   MT  0.99980426   -0 57 32.8
 JY1417
 JY1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1417!SPC OH S     -   0.99995174  x   0.99994910  =   0.99990085
 JY1417!UTM  17      -   0.99995174  x   0.99980426  =   0.99975601
 JY1417
 JY1417|---------------------------------------------------------------------|
 JY1417| PID    Reference Object                     Distance      Geod. Az  |
 JY1417|                                                           dddmmss.s |
 JY1417| CF2955 BUCK RM 1                            32.175 METERS 16218     |
 JY1417| CF2954 BUCK AZ MK                                         1821707.6 |
 JY1417| JY1426 SUGAR GROVE LOOKOUT TOWER           APPROX. 8.3 KM 1832623.1 |
 JY1417| CF2956 BUCK RM 2                            39.249 METERS 24732     |
 JY1417|---------------------------------------------------------------------|
 JY1417
 JY1417                          SUPERSEDED SURVEY CONTROL
 JY1417
 JY1417  NAD 83(1986)-  39 40 44.42028(N)    082 30 06.99327(W) AD(       ) 1
 JY1417  NAD 27      -  39 40 44.18900(N)    082 30 07.42500(W) AD(       ) 1
 JY1417
 JY1417.Superseded values are not recommended for survey control.
 JY1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1417.See file dsdata.txt to determine how the superseded data were derived.
 JY1417
 JY1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD7119493209(NAD 83)
 JY1417_MARKER: V = STONE MONUMENT
 JY1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1417
 JY1417  HISTORY     - Date     Condition        Report By
 JY1417  HISTORY     - 1945     MONUMENTED       CGS
 JY1417  HISTORY     - 1945     SEE DESCRIPTION  CGS
 JY1417
 JY1417                          STATION DESCRIPTION
 JY1417
 JY1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1417'STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL MARBLE POST WAS
 JY1417'REPLACED BY A STANDARD DISK SET IN CONCRETE.  TWO REFERENCE
 JY1417'MARKS AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.  THE
 JY1417'ORIGINAL SUBSURFACE MARK WAS ALSO REPLACED BY A STANDARD DISK SET
 JY1417'IN CONCRETE.  THE COMPLETE NEW DESCRIPTION FOLLOWS-
 JY1417'
 JY1417'STATION IS LOCATED ABOUT 2 MILES S OF THE VILLAGE OF NORTH BERNE ON
 JY1417'PROPERTY OF MR. GEORGE F. GARDNER.  THE MARK IS SUITUATED ON THE
 JY1417'HIGHEST GROUND IN A CLEARED FIELD.  IT IS 193 FEET W OF A POWER LINE
 JY1417'AND 110 FEET N OF THE APPROXIMATE CENTER OF AN E-W GRAVELED ROAD.
 JY1417'THE MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 JY1417'STAMPED BUCK 1881 1885 1945.
 JY1417'
 JY1417'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JY1417'BRONZE DISKS SET IN CONCRETE.
 JY1417'
 JY1417'REFERENCE MARK 1 IS 105.56 FEET SSE OF THE STATION AND 20 FEET N OF
 JY1417'THE APPROXIMATE CENTER LINE OF THE E-W GRAVELED ROAD.  THE MARK
 JY1417'PROJECTS 5 INCHES AND THE DISK IS STAMPED BUCK NO. 1 1945.
 JY1417'
 JY1417'REFERENCE MARK 2 IS 128.77 FEET WSW OF THE STATION.  IT IS 17 FEET N
 JY1417'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 2 FEET W OF A
 JY1417'STANDARD WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 JY1417'STAMPED BUCK NO. 2 1945.
 JY1417'
 JY1417'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE S OF THE STATION.  IT IS
 JY1417'19 FEET S OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 4 FEET
 JY1417'SE OF A STANDARD WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 JY1417'THE DISK IS STAMPED BUCK 1945.
 JY1417'
 JY1417'TO REACH THE STATION FROM NORTH BERNE, GO S ON A GRAVELED ROAD,
 JY1417'LEAVING STATE HIGHWAY 37, FOR 0.1 MILE.  TAKE THE LEFT FORK AND GO
 JY1417'2.3 MILES TO A CROSSROAD.* TURN RIGHT AND GO TO THE SUMMIT OF THE
 JY1417'HILL, THEN RIGHT INTO A FIELD AND STATION AS DESCRIBED.
 JY1417'
 JY1417'*TO REACH THE AZIMUTH MARK FROM THIS CROSSROAD, GO S FOR 0.3 MILE TO
 JY1417'THE MARK ON THE LEFT JUST AFTER A SHARP CURVE TO THE W.
 JY1417'
 JY1417'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1560 ***********************************************************************
 JY1560  CBN         -  This is a Cooperative Base Network Control Station.
 JY1560  PACS        -  This is a Primary Airport Control Station.
 JY1560  DESIGNATION -  BUCKEYE
 JY1560  PID         -  JY1560
 JY1560  STATE/COUNTY-  OH/LICKING
 JY1560  USGS QUAD   -  MILLERSPORT (1994)
 JY1560
 JY1560                         *CURRENT SURVEY CONTROL
 JY1560  ___________________________________________________________________
 JY1560* NAD 83(1995)-  39 57 51.58516(N)    082 32 24.20006(W)     ADJUSTED  
 JY1560* NAVD 88     -       278.68   (meters)     914.3    (feet)  GPS OBS   
 JY1560  ___________________________________________________________________
 JY1560  X           -     635,589.853 (meters)                     COMP
 JY1560  Y           -  -4,854,004.342 (meters)                     COMP
 JY1560  Z           -   4,075,107.812 (meters)                     COMP
 JY1560  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 JY1560  ELLIP HEIGHT-         244.57  (meters)          (03/08/05) GPS OBS
 JY1560  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY1560
 JY1560  HORZ ORDER  -  B
 JY1560  ELLP ORDER  -  FOURTH    CLASS II
 JY1560
 JY1560.This mark is at Hebron Airport (3I9)
 JY1560
 JY1560.The horizontal coordinates were established by GPS observations
 JY1560.and adjusted by the National Geodetic Survey in August 1996..
 JY1560
 JY1560.The orthometric height was determined by GPS observations and a
 JY1560.high-resolution geoid model.
 JY1560
 JY1560.GPS derived orthometric heights for airport stations designated as
 JY1560.PACS or SACS are published to 2 decimal places.  This maintains
 JY1560.centimeter relative accuracy between the PACS and SACS.  It does
 JY1560.not indicate centimeter accuracy relative to other marks which are
 JY1560.part of the NAVD 88 network.
 JY1560
 JY1560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1560
 JY1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1560
 JY1560.The ellipsoidal height was determined by GPS observations
 JY1560.and is referenced to NAD 83.
 JY1560
 JY1560.The geoid height was determined by GEOID03.
 JY1560
 JY1560;                    North         East     Units Scale Factor Converg.
 JY1560;SPC OH S     -   218,073.029   596,577.765   MT  0.99998708   -0 01 31.5
 JY1560;UTM  17      - 4,424,933.683   368,470.136   MT  0.99981298   -0 59 21.6
 JY1560
 JY1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1560!SPC OH S     -   0.99996163  x   0.99998708  =   0.99994871
 JY1560!UTM  17      -   0.99996163  x   0.99981298  =   0.99977462
 JY1560
 JY1560|---------------------------------------------------------------------|
 JY1560| PID    Reference Object                     Distance      Geod. Az  |
 JY1560|                                                           dddmmss.s |
 JY1560| AE1998 3I9 A                               352.652 METERS 18234     |
 JY1560| JY1563 BUCKEYE AZ MK                       APPROX. 0.5 KM 1891808.4 |
 JY1560|---------------------------------------------------------------------|
 JY1560
 JY1560                          SUPERSEDED SURVEY CONTROL
 JY1560
 JY1560  ELLIP H (08/20/96)  244.60   (m)                       GP(       ) 4 2
 JY1560  NAD 83(1986)-  39 57 51.59142(N)    082 32 24.20572(W) AD(       ) 3
 JY1560  NAD 27      -  39 57 51.36741(N)    082 32 24.62531(W) AD(       ) 3
 JY1560  NGVD 29 (02/23/89)  278.8    (m)          915.     (f) GPS OBS        
 JY1560
 JY1560.Superseded values are not recommended for survey control.
 JY1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1560.See file dsdata.txt to determine how the superseded data were derived.
 JY1560
 JY1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE6847024934(NAD 83)
 JY1560_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1560_SP_SET: CONCRETE POST
 JY1560_STAMPING: BUCKEYE 1986
 JY1560_MARK LOGO: NGS   
 JY1560_PROJECTION: FLUSH
 JY1560_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1560+STABILITY: SURFACE MOTION
 JY1560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1560+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998
 JY1560
 JY1560  HISTORY     - Date     Condition        Report By
 JY1560  HISTORY     - 1986     MONUMENTED       NGS
 JY1560  HISTORY     - 19870827 GOOD
 JY1560  HISTORY     - 19951009 GOOD             NGS
 JY1560  HISTORY     - 19980317 GOOD             GEOMET
 JY1560
 JY1560                          STATION DESCRIPTION
 JY1560
 JY1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JY1560'THE STATION IS LOCATED ABOUT 23 MILES EAST OF COLUMBUS, 9 MILES SOUTH-
 JY1560'WEST OF NEWARK, 1.5 MILES NORTH OF THE JUNCTION OF INTERSTATE 70 AND
 JY1560'STATE ROUTE 37, ON THE BUCKEYE EXECUTIVE AIRPORT JUST NORTHWEST OF
 JY1560'THE JUNCTION OF U.S. ROUTE 40 AND STATE ROUTE 37.  THE MARK IS SET AT
 JY1560'THE EAST SIDE OF THE RUNWAY NEAR THE WIND SOCK.
 JY1560'STATION MARKS ARE STANDARD DISKS STAMPED ---BUCKEYE 1986---.  THE
 JY1560'SURFACE MARK IS SET IN A 28 CM (11 INCH) DIAMETER CONCRETE POST
 JY1560'PROJECTING 3 CM (1 INCH).  IT IS 33.4 METERS (109.5 FEET) EAST OF
 JY1560'THE EAST EDGE OF THE RUNWAY, 16.7 METERS (55.0 FEET) NORTHWEST OF
 JY1560'THE WIND SOCK AND 3.9 METERS (13 FEET) EAST OF THE CENTERLINE OF
 JY1560'A 2 FOOT DITCH.  THE UNDERGROUND MARK IS SET 76 CM (30 INCHES)
 JY1560'BELOW GROUND LEVEL.
 JY1560'TYPED BY JAMES MALONEY 9/04/87.
 JY1560
 JY1560                          STATION RECOVERY (1987)
 JY1560
 JY1560'RECOVERED 1987
 JY1560'RECOVERED IN GOOD CONDITION.
 JY1560
 JY1560                          STATION RECOVERY (1995)
 JY1560
 JY1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JY1560'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 30 KM
 JY1560'(18.65 MI) EAST OF COLUMBUS, 4 KM (2.50 MI) WEST OF HEBRON, 1.6 KM
 JY1560'(1.00 MI) NORTH OF INTERSTATE HIGHWAY 70 AT THE BUCKEYE EXECUTIVE
 JY1560'AIRPORT, IN GRASS BETWEEN THE RUNWAY AND A ROW OF HANGARS, JUST
 JY1560'NORTHWEST OF THE WINDSOCK, AND NEAR THE NORTH END OF THE AIRFIELD.
 JY1560'OWNERSHIP--JEFF AND REBECCA ROBB, 2340 US ROUTE 40, PO BOX 100,
 JY1560'HEBRON, OHIO, 43025.  AIRPORT MANAGERS ARE JEFF AND REBECCA ROBB.
 JY1560'PHONE 614-928-5300.  CALL ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY
 JY1560'THIS STATION.  TO REACH FROM THE JUNCTION OF US HIGHWAY 40 AND STATE
 JY1560'HIGHWAY 37, ABOUT 3 KM (1.85 MI) WEST OF HEBRON, GO WEST ON HIGHWAY 40
 JY1560'FOR 0.88 KM (0.55 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN
 JY1560'RIGHT, NORTH, ON THE ROAD FOR 10 M (32.8 FT) TO A GRAVEL ROAD RIGHT.
 JY1560'TURN RIGHT, EAST, ON THE ROAD FOR 80 M (262.5 FT) PASSING AROUND THE
 JY1560'SOUTH END OF THE RUNWAY.  TURN LEFT, NORTH, ALONG THE RUNWAY FOR 0.68
 JY1560'KM (0.40 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE
 JY1560'TOP OF A 30 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS
 JY1560'33.4 M (109.6 FT) EAST OF THE EAST EDGE OF THE RUNWAY, 16.7 M (54.8
 JY1560'FT) NORTHWEST OF THE WINDSOCK, 4.0 M (13.1 FT) EAST OF THE CENTER OF A
 JY1560'SMALL DITCH, AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 JY1560
 JY1560                          STATION RECOVERY (1998)
 JY1560
 JY1560'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 JY1560'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1563 ***********************************************************************
 JY1563  SACS        -  This is a Secondary Airport Control Station.
 JY1563  DESIGNATION -  BUCKEYE AZ MK
 JY1563  PID         -  JY1563
 JY1563  STATE/COUNTY-  OH/LICKING
 JY1563  USGS QUAD   -  MILLERSPORT (1994)
 JY1563
 JY1563                         *CURRENT SURVEY CONTROL
 JY1563  ___________________________________________________________________
 JY1563* NAD 83(1995)-  39 57 35.44793(N)    082 32 27.63494(W)     ADJUSTED  
 JY1563* NAVD 88     -       275.76   (meters)     904.7    (feet)  GPS OBS   
 JY1563  ___________________________________________________________________
 JY1563  X           -     635,550.231 (meters)                     COMP
 JY1563  Y           -  -4,854,329.687 (meters)                     COMP
 JY1563  Z           -   4,074,724.438 (meters)                     COMP
 JY1563  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 JY1563  ELLIP HEIGHT-         241.65  (meters)          (10/07/05) GPS OBS
 JY1563  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY1563
 JY1563  HORZ ORDER  -  FIRST
 JY1563  ELLP ORDER  -  THIRD     CLASS II
 JY1563
 JY1563.This mark is at Hebron Airport (3I9)
 JY1563
 JY1563.The horizontal coordinates were established by GPS observations
 JY1563.and adjusted by the National Geodetic Survey in August 1997..
 JY1563
 JY1563.The orthometric height was determined by GPS observations and a
 JY1563.high-resolution geoid model.
 JY1563
 JY1563.GPS derived orthometric heights for airport stations designated as
 JY1563.PACS or SACS are published to 2 decimal places.  This maintains
 JY1563.centimeter relative accuracy between the PACS and SACS.  It does
 JY1563.not indicate centimeter accuracy relative to other marks which are
 JY1563.part of the NAVD 88 network.
 JY1563
 JY1563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1563
 JY1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1563
 JY1563.The ellipsoidal height was determined by GPS observations
 JY1563.and is referenced to NAD 83.
 JY1563
 JY1563.The geoid height was determined by GEOID03.
 JY1563
 JY1563;                    North         East     Units Scale Factor Converg.
 JY1563;SPC OH S     -   217,575.356   596,496.021   MT  0.99998629   -0 01 33.7
 JY1563;UTM  17      - 4,424,437.542   368,380.047   MT  0.99981327   -0 59 23.5
 JY1563
 JY1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1563!SPC OH S     -   0.99996209  x   0.99998629  =   0.99994838
 JY1563!UTM  17      -   0.99996209  x   0.99981327  =   0.99977537
 JY1563
 JY1563:                Primary Azimuth Mark                     Grid Az
 JY1563:SPC OH S     -  BUCKEYE                                  009 19 39.8
 JY1563:UTM  17      -  BUCKEYE                                  010 17 29.6
 JY1563
 JY1563|---------------------------------------------------------------------|
 JY1563| PID    Reference Object                     Distance      Geod. Az  |
 JY1563|                                                           dddmmss.s |
 JY1563| JY1560 BUCKEYE                             APPROX. 0.5 KM 0091806.1 |
 JY1563|---------------------------------------------------------------------|
 JY1563
 JY1563                          SUPERSEDED SURVEY CONTROL
 JY1563
 JY1563  ELLIP H (08/11/97)  241.67   (m)                       GP(       ) 3 2
 JY1563  NAD 83(1986)-  39 57 35.45421(N)    082 32 27.64018(W) AD(       ) 3
 JY1563  NAD 27      -  39 57 35.23009(N)    082 32 28.05976(W) AD(       ) 3
 JY1563  NGVD 29 (02/23/89)  275.9    (m)          905.     (f) GPS OBS        
 JY1563
 JY1563.Superseded values are not recommended for survey control.
 JY1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1563.See file dsdata.txt to determine how the superseded data were derived.
 JY1563
 JY1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE6838024438(NAD 83)
 JY1563_MARKER: DZ = AZIMUTH MARK DISK
 JY1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1563_SP_SET: CONCRETE POST
 JY1563_STAMPING: BUCKEYE 1986
 JY1563_MARK LOGO: NGS   
 JY1563_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1563+STABILITY: SURFACE MOTION
 JY1563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1563+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1995
 JY1563
 JY1563  HISTORY     - Date     Condition        Report By
 JY1563  HISTORY     - 1986     MONUMENTED       NGS
 JY1563  HISTORY     - 19870827 GOOD
 JY1563  HISTORY     - 19951028 GOOD             NGS
 JY1563
 JY1563                          STATION DESCRIPTION
 JY1563
 JY1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JY1563'THE STATION IS LOCATED ABOUT 23 MILES EAST OF COLUMBUS, 9 MILES SOUTH-
 JY1563'WEST OF NEWARK, 1.5 MILES NORTH OF THE JUNCTION OF INTERSTATE 70 AND
 JY1563'STATE ROUTE 37, ON THE BUCKEYE EXECUTIVE AIRPORT JUST NORTHWEST OF
 JY1563'THE JUNCTION OF U.S. ROUTE 40 AND STATE ROUTE 37.  THE MARK IS SET AT
 JY1563'THE EAST SIDE OF THE RUNWAY NEAR THE WIND SOCK.
 JY1563'THE MARKS ARE STANDARD DISK STAMPED ---BUCKEYE 1986---.THE SURFACE
 JY1563'MARK IS SET IN A 28 CM (11 INCH) DIAMETER CONCRETE POST PROJECTION
 JY1563'3 CM (1 INCH).  IT IS 75.0 METERS (246 FEET) WEST OF A 0.6 METER
 JY1563'(2 FOOT) CATALPA TREE, 16.5 METERS (54 FEET) WEST OF THE WEST EDGE OF
 JY1563'THE RUNWAY, 4.6 METERS (15 FEET) EAST OF A FENCE LINE AND 3.51 METERS
 JY1563'(11.5 FEET) EAST OF A FIBERGLASS WITNESS POST.  THE UNDERGROUND
 JY1563'MARK IS SET 76 CM (30 INCHES ) BELOW GROUND LEVEL.
 JY1563'TYPED BY JAMES MALONEY 9/04/87.
 JY1563
 JY1563                          STATION RECOVERY (1987)
 JY1563
 JY1563'RECOVERED 1987
 JY1563'RECOVERED IN GOOD CONDITION.
 JY1563
 JY1563                          STATION RECOVERY (1995)
 JY1563
 JY1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 JY1563'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1476 ***********************************************************************
 JY1476  DESIGNATION -  BUCKLEY RESET
 JY1476  PID         -  JY1476
 JY1476  STATE/COUNTY-  OH/CLINTON
 JY1476  USGS QUAD   -  CLARKSVILLE (1986)
 JY1476
 JY1476                         *CURRENT SURVEY CONTROL
 JY1476  ___________________________________________________________________
 JY1476* NAD 83(1995)-  39 29 39.21762(N)    083 56 18.01345(W)     ADJUSTED  
 JY1476* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 JY1476  ___________________________________________________________________
 JY1476  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 JY1476  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JY1476
 JY1476  HORZ ORDER  -  FIRST
 JY1476
 JY1476.The horizontal coordinates were established by classical geodetic methods
 JY1476.and adjusted by the National Geodetic Survey in April 1998..
 JY1476
 JY1476.The orthometric height was scaled from a topographic map.
 JY1476
 JY1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1476
 JY1476.The geoid height was determined by GEOID03.
 JY1476
 JY1476;                    North         East     Units Scale Factor Converg.
 JY1476;SPC OH S     -   166,864.680   476,286.412   MT  0.99993774   -0 54 45.6
 JY1476;UTM  17      - 4,375,746.546   247,322.396   MT  1.00038615   -1 52 11.2
 JY1476;UTM  16      - 4,376,100.098   763,284.720   MT  1.00045355   +1 56 54.0
 JY1476
 JY1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1476!SPC OH S     -   0.99995657  x   0.99993774  =   0.99989432
 JY1476!UTM  17      -   0.99995657  x   1.00038615  =   1.00034271
 JY1476!UTM  16      -   0.99995657  x   1.00045355  =   1.00041010
 JY1476
 JY1476|---------------------------------------------------------------------|
 JY1476| PID    Reference Object                     Distance      Geod. Az  |
 JY1476|                                                           dddmmss.s |
 JY1476| AI9999 BUCKLEY RM 1                         28.885 METERS 07839     |
 JY1476| JY1470 WILMINGTON MUN STANDPIPE            APPROX.11.3 KM 1165858.1 |
 JY1476| AJ1516 BUCKLEY RM 2                         24.592 METERS 18456     |
 JY1476| AJ1517 BUCKLEY AZ MK                                      2183809.9 |
 JY1476|---------------------------------------------------------------------|
 JY1476
 JY1476                          SUPERSEDED SURVEY CONTROL
 JY1476
 JY1476  NAD 83(1995)-  39 29 39.22335(N)    083 56 18.02325(W) AD(       ) 1
 JY1476  NAD 83(1986)-  39 29 39.22350(N)    083 56 18.02577(W) AD(       ) 1
 JY1476  NAD 27      -  39 29 39.00200(N)    083 56 18.27700(W) AD(       ) 1
 JY1476
 JY1476.Superseded values are not recommended for survey control.
 JY1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1476.See file dsdata.txt to determine how the superseded data were derived.
 JY1476
 JY1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4732275747(NAD 83)
 JY1476_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1476_STAMPING: BUCKLEY 1938 1984
 JY1476_MARK LOGO: NGS   
 JY1476_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1476+STABILITY: SURFACE MOTION
 JY1476
 JY1476  HISTORY     - Date     Condition        Report By
 JY1476  HISTORY     - 1984     MONUMENTED       NGS
 JY1476
 JY1476                          STATION DESCRIPTION
 JY1476
 JY1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JY1476'RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK WAS
 JY1476'FOUND UPROOTED AND THE DISK SALVAGED.  THE AZIMUTH MARK WAS NOT FOUND
 JY1476'AND APPEARS TO HAVE BEEN DESTROYED WHEN A SERVICE STATION WAS BUILT.
 JY1476'THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION AND A NEW SURFACE
 JY1476'MARK AND AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  THE DISTANCES TO
 JY1476'RM 1 AND RM 2 CHECKED WITH THE 1938 DATA AS DID THE DIRECTION TO RM 1.
 JY1476'THE DIRECTION TO RM 2 DID NOT CHECK AND DIFFERED BY 2 MINUTES AND 30
 JY1476'SECONDS.  A NEW DESCRIPTION FOLLOWS.
 JY1476'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) NORTHEAST OF LEBANON, 19
 JY1476'KM (11.80 MI) SOUTH OF XENIA, 11 KM (6.85 MI) NORTHWEST OF WILMINGTON
 JY1476'AND IN A CULTIVATED FIELD OWNED BY MR BUCKLEY WHO LIVES 0.15 KM (0.10
 JY1476'MI) SOUTH OF THE STATION.  TO REACH THE STATION FROM THE JUNCTION OF
 JY1476'INTERSTATE 71 AND STATE HIGHWAY 380 GO 0.7 KM (0.45 MI) NORTH ON
 JY1476'HIGHWAY 380 TO THE MARK ON THE RIGHT.
 JY1476'THE STATION IS A STANDARD NGS DISK STAMPED,---BUCKLEY 1938 1984---,
 JY1476'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 JY1476'DIAMETER, RECESSED 10 INCHES (25 CM) BELOW THE GROUND.  THE STATION IS
 JY1476'LOCATED 23.5 METERS (77.1 FT) SOUTHEAST FROM A POWER POLE NUMBERED
 JY1476'462629, 21.3 METERS (69.9 FT) SOUTHEAST FROM A FENCE CORNER, 11.0
 JY1476'METERS (36.1 FT) EAST FROM THE CENTERLINE OF THE ROAD, 9.45 METERS
 JY1476'(31.00 FT) SOUTHEAST FROM A TELEPHONE JUNCTION BOX, 7.0 METERS (23.0
 JY1476'FT) EAST-SOUTHEAST FROM A MAILBOX.
 JY1476'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED---BUCKLEY NO 1
 JY1476'1938---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 JY1476'CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  THE
 JY1476'STATION IS LOCATED 39.9 METERS (130.9 FT) EAST FROM THE CENTERLINE OF
 JY1476'THE ROAD, 30.4 METERS (99.7 FT) EAST-SOUTHEAST FROM A TELEPHONE
 JY1476'JUNCTION BOX, AND 0.3 METERS (1.0 FT) HIGHER THAN THE STATION.
 JY1476'REFERENCE MARK NO 2, IS A STANDARD CGS FISK STAMPED---BUCKLEY NO 2
 JY1476'1938---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 JY1476'CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  THE
 JY1476'STATION IS LOCATED 33.8 METERS (110.9 FT) NORTHEAST FROM POWER POLE
 JY1476'NUMBER 462628, 27.1 METERS (88.9 FT) SOUTH FROM MAILBOX NUMBER 4.81,
 JY1476'14.7 METERS (48.2 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 JY1476'JUNCTION OF THE ROAD AND A DRIVEWAY, 7.3 METERS (24.0 FT) EAST FROM
 JY1476'THE CENTERLINE OF THE RAOD, AND 0.3 METERS (1.0 FT) HIGHER THAN THE
 JY1476'STAION.
 JY1476'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---BUCKLEY 1938 NO 2
 JY1476'1984---, SET INTO THE TOP OF A CONCRETE BRIDGE ABUTMENT.  THE STATION
 JY1476'IS LOCATED 7.9 METERS (25.9 FT) EAST FROM THE WEST END OF THE SOUTH
 JY1476'BRIDGE RAIL, 4.9 METERS (16.1 FT) SOUTH FROM THE CENTERLINE OF STATE
 JY1476'HIGHWAY 73.  TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF INTERSTATE
 JY1476'71 AND STATE HIGHWAY 73 PROCEED TO THE WEST END OF THE OVERPASS BRIDGE
 JY1476'AND THE MARK IN THE SOUTH EDGE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2139 ***********************************************************************
 KZ2139  DESIGNATION -  BUCPORT
 KZ2139  PID         -  KZ2139
 KZ2139  STATE/COUNTY-  OH/CRAWFORD
 KZ2139  USGS QUAD   -  BUCYRUS (1981)
 KZ2139
 KZ2139                         *CURRENT SURVEY CONTROL
 KZ2139  ___________________________________________________________________
 KZ2139* NAD 83(1995)-  40 47 08.24682(N)    082 58 15.47674(W)     ADJUSTED  
 KZ2139* NAVD 88     -       304.4    (meters)     999.     (feet)  GPS OBS   
 KZ2139  ___________________________________________________________________
 KZ2139  X           -     591,838.961 (meters)                     COMP
 KZ2139  Y           -  -4,800,031.451 (meters)                     COMP
 KZ2139  Z           -   4,144,603.064 (meters)                     COMP
 KZ2139  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 KZ2139  ELLIP HEIGHT-         269.87  (meters)          (10/07/05) GPS OBS
 KZ2139  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 KZ2139
 KZ2139  HORZ ORDER  -  THIRD
 KZ2139  ELLP ORDER  -  FOURTH    CLASS I
 KZ2139
 KZ2139.This mark is at Port Bucyrus-Crawford Co Airport (17G)
 KZ2139
 KZ2139.The horizontal coordinates were established by GPS observations
 KZ2139.and adjusted by the National Geodetic Survey in April 1998..
 KZ2139
 KZ2139.The orthometric height was determined by GPS observations and a
 KZ2139.high-resolution geoid model.
 KZ2139
 KZ2139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2139
 KZ2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2139
 KZ2139.The ellipsoidal height was determined by GPS observations
 KZ2139.and is referenced to NAD 83.
 KZ2139
 KZ2139.The geoid height was determined by GEOID03.
 KZ2139
 KZ2139;                    North         East     Units Scale Factor Converg.
 KZ2139;SPC OH N     -   124,362.906   560,249.234   MT  0.99995119   -0 18 33.8
 KZ2139;UTM  17      - 4,516,828.636   333,697.978   MT  0.99994041   -1 17 16.0
 KZ2139
 KZ2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2139!SPC OH N     -   0.99995767  x   0.99995119  =   0.99990886
 KZ2139!UTM  17      -   0.99995767  x   0.99994041  =   0.99989808
 KZ2139
 KZ2139:                Primary Azimuth Mark                     Grid Az
 KZ2139:SPC OH N     -  BUCPORT AZ MK                            216 00 35.3
 KZ2139:UTM  17      -  BUCPORT AZ MK                            216 59 17.5
 KZ2139
 KZ2139|---------------------------------------------------------------------|
 KZ2139| PID    Reference Object                     Distance      Geod. Az  |
 KZ2139|                                                           dddmmss.s |
 KZ2139| KZ2142 BUCPORT AZ MK                       APPROX. 0.6 KM 2154201.5 |
 KZ2139|---------------------------------------------------------------------|
 KZ2139
 KZ2139                          SUPERSEDED SURVEY CONTROL
 KZ2139
 KZ2139  ELLIP H (04/01/98)  269.93   (m)                       GP(       ) 4 1
 KZ2139  NAD 83(1986)-  40 47 08.25053(N)    082 58 15.49026(W) AD(       ) 3
 KZ2139  NAD 27      -  40 47 08.04837(N)    082 58 15.81334(W) AD(       ) 3
 KZ2139  NGVD 29 (02/23/89)  304.6    (m)          999.     (f) GPS OBS        
 KZ2139
 KZ2139.Superseded values are not recommended for survey control.
 KZ2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2139.See file dsdata.txt to determine how the superseded data were derived.
 KZ2139
 KZ2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3369816829(NAD 83)
 KZ2139_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2139_SP_SET: CONCRETE POST
 KZ2139_STAMPING: BUCPORT 1986
 KZ2139_MARK LOGO: NGS   
 KZ2139_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2139+STABILITY: SURFACE MOTION
 KZ2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2139+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1997
 KZ2139
 KZ2139  HISTORY     - Date     Condition        Report By
 KZ2139  HISTORY     - 1986     MONUMENTED       NGS
 KZ2139  HISTORY     - 19870923 GOOD
 KZ2139  HISTORY     - 19971029 GOOD             NGS
 KZ2139
 KZ2139                          STATION DESCRIPTION
 KZ2139
 KZ2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2139'STATION IS LOCATED ABOUT 1.4 MILES SOUTH OF BUCYRUS, 0.5 MILE EAST OF
 KZ2139'STATE HIGHWAY 98, AT THE PROT BUCYRUS AIRPORT, AT THE NORTHWEST END
 KZ2139'OF THE SINGLE RUNWAY.  OWNERSHIP CITY OF BUCYRUS, C/O AIRPORT MANAGER
 KZ2139'KEVIN DETRAY, 2254 ISAAC-DEAL ROAD, BUCYRUS OH 44820 PHONE 419-562-
 KZ2139'7596.
 KZ2139'TO REACH FOR THE BUCYRUS CITY HALL, GO SOUTH ON STATE HIGHWAY 98 FOR
 KZ2139'0.35 MILES TO JUNCTION WITH STATE HIGHWAY 4.  CONTINUE ON HIGHWAY 98
 KZ2139'FOR 1 MILE TO A CROSS STREET.  TURN LEFT, EAST, ON BEAL AVENUE FOR 0.5
 KZ2139'MILE TO A T-ROAD.  TURN RIGHT, SOUTH, FOR 0.4 MILE TO A ROAD RIGHT.
 KZ2139'TURN RIGHT, WEST, FOR 0.05 MILE TO THE AIRPORT ADMINISTRATION BUILD-
 KZ2139'ING.  PASS BUILDING, THEN TURN RIGHT, NORTH, ACROSS TARMAC FOR 0.1 M
 KZ2139'MILE TO THE RUNWAY END AND STATION.  TO REACH AZIMUTH MARK FROM
 KZ2139'STATION, GO SOUTHWEST ON WEST SIDE OF RUNWAY OR 0.4 MILE TO A DEEP
 KZ2139'DITCH AND MARK.
 KZ2139'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED --BUCPORT 1986
 KZ2139'--.  THE SURFACE DISK IS SET IN THE OP OF A 25 CM ROUND CONCRETE
 KZ2139'POST FLUSH WITH THE GROUND.  IT IS 16.8 METERS NORTHWEST OF THE
 KZ2139'RUNWAY CENTER, 4.7 METERS SOUTHWEST OF THE APRON EDGE, 4.1 METERS WEST
 KZ2139'OF THE CURVED MACADAM EDGE, 4.7 METERS NORTH OF A RUNWAY LIGHT, AND
 KZ2139'0.3 METERS SOUTHWEST OF FIBERGLASS WITNESS POST.   THE SUBSURFACE DISK
 KZ2139'IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS ABOUT 1.2 METERS BELOW
 KZ2139'GROUND.
 KZ2139'DESCRIBED BY G. R. HEID.  TYPED BY JAMES MALONEY 9/04/87.
 KZ2139
 KZ2139                          STATION RECOVERY (1987)
 KZ2139
 KZ2139'RECOVERED 1987
 KZ2139'RECOVERED IN GOOD CONDITION.
 KZ2139
 KZ2139                          STATION RECOVERY (1997)
 KZ2139
 KZ2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 KZ2139'RECOVERED AS DESCRIBED WITH NOTES.  TO REACH THE STATION FROM BUCYRUS
 KZ2139'TOWN SQUARE LOCATED AT THE JUNCTION OF US HIGHWAY 30 BUSINESS WITH
 KZ2139'COMBINED STATE HIGHWAYS 98 AND 4 WHICH IS IMMEDIATELY WEST FROM THE
 KZ2139'COURTHOUSE, GO SOUTH ON STATE HIGHWAY 98 (SANDUSKY AVENUE) FOR A TOTAL
 KZ2139'OF 2.1 KM (1.30 MI) PASSING STATE HIGHWAY 4 AT 1.05 KM (0.65 MI) TO
 KZ2139'BEAL AVENUE AND THEN AS PER 1986 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2142 ***********************************************************************
 KZ2142  SACS        -  This is a Secondary Airport Control Station.
 KZ2142  DESIGNATION -  BUCPORT AZ MK
 KZ2142  PID         -  KZ2142
 KZ2142  STATE/COUNTY-  OH/CRAWFORD
 KZ2142  USGS QUAD   -  BUCYRUS (1981)
 KZ2142
 KZ2142                         *CURRENT SURVEY CONTROL
 KZ2142  ___________________________________________________________________
 KZ2142* NAD 83(1995)-  40 46 52.05242(N)    082 58 30.78563(W)     ADJUSTED  
 KZ2142* NAVD 88     -       304.55   (meters)     999.2    (feet)  GPS OBS   
 KZ2142  ___________________________________________________________________
 KZ2142  X           -     591,522.625 (meters)                     COMP
 KZ2142  Y           -  -4,800,399.340 (meters)                     COMP
 KZ2142  Z           -   4,144,224.887 (meters)                     COMP
 KZ2142  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 KZ2142  ELLIP HEIGHT-         270.01  (meters)          (10/07/05) GPS OBS
 KZ2142  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 KZ2142
 KZ2142  HORZ ORDER  -  FIRST
 KZ2142  ELLP ORDER  -  FOURTH    CLASS II
 KZ2142
 KZ2142.This mark is at Port Bucyrus-Crawford Co Airport (17G)
 KZ2142
 KZ2142.The horizontal coordinates were established by GPS observations
 KZ2142.and adjusted by the National Geodetic Survey in May 1998..
 KZ2142
 KZ2142.The orthometric height was determined by GPS observations and a
 KZ2142.high-resolution geoid model.
 KZ2142
 KZ2142.GPS derived orthometric heights for airport stations designated as
 KZ2142.PACS or SACS are published to 2 decimal places.  This maintains
 KZ2142.centimeter relative accuracy between the PACS and SACS.  It does
 KZ2142.not indicate centimeter accuracy relative to other marks which are
 KZ2142.part of the NAVD 88 network.
 KZ2142
 KZ2142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2142
 KZ2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2142
 KZ2142.The ellipsoidal height was determined by GPS observations
 KZ2142.and is referenced to NAD 83.
 KZ2142
 KZ2142.The geoid height was determined by GEOID03.
 KZ2142
 KZ2142;                    North         East     Units Scale Factor Converg.
 KZ2142;SPC OH N     -   123,865.334   559,887.596   MT  0.99995158   -0 18 43.9
 KZ2142;UTM  17      - 4,516,337.316   333,327.901   MT  0.99994193   -1 17 25.6
 KZ2142
 KZ2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2142!SPC OH N     -   0.99995765  x   0.99995158  =   0.99990923
 KZ2142!UTM  17      -   0.99995765  x   0.99994193  =   0.99989958
 KZ2142
 KZ2142:                Primary Azimuth Mark                     Grid Az
 KZ2142:SPC OH N     -  BUCPORT                                  036 00 35.4
 KZ2142:UTM  17      -  BUCPORT                                  036 59 17.1
 KZ2142
 KZ2142|---------------------------------------------------------------------|
 KZ2142| PID    Reference Object                     Distance      Geod. Az  |
 KZ2142|                                                           dddmmss.s |
 KZ2142| KZ2139 BUCPORT                             APPROX. 0.6 KM 0354151.5 |
 KZ2142|---------------------------------------------------------------------|
 KZ2142
 KZ2142                          SUPERSEDED SURVEY CONTROL
 KZ2142
 KZ2142  ELLIP H (05/28/98)  270.02   (m)                       GP(       ) 4 2
 KZ2142  NAD 83(1995)-  40 46 52.05235(N)    082 58 30.78374(W) AD(       ) 3
 KZ2142  ELLIP H (04/01/98)  270.07   (m)                       GP(       ) 4 1
 KZ2142  NAD 83(1986)-  40 46 52.05606(N)    082 58 30.79724(W) AD(       ) 3
 KZ2142  NAD 27      -  40 46 51.85386(N)    082 58 31.11988(W) AD(       ) 3
 KZ2142  NGVD 29 (02/23/89)  304.8    (m)         1000.     (f) GPS OBS        
 KZ2142
 KZ2142.Superseded values are not recommended for survey control.
 KZ2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2142.See file dsdata.txt to determine how the superseded data were derived.
 KZ2142
 KZ2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3332816337(NAD 83)
 KZ2142_MARKER: DZ = AZIMUTH MARK DISK
 KZ2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2142_SP_SET: CONCRETE POST
 KZ2142_STAMPING: BUCPORT 1986
 KZ2142_MARK LOGO: NGS   
 KZ2142_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2142+STABILITY: SURFACE MOTION
 KZ2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2142+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1997
 KZ2142
 KZ2142  HISTORY     - Date     Condition        Report By
 KZ2142  HISTORY     - 1986     MONUMENTED       NGS
 KZ2142  HISTORY     - 19870923 GOOD
 KZ2142  HISTORY     - 19971029 GOOD             NGS
 KZ2142
 KZ2142                          STATION DESCRIPTION
 KZ2142
 KZ2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2142'STATION IS LOCATED ABOUT 1.4 MILES SOUTH OF BUCYRUS, 0.5 MILE EAST OF
 KZ2142'STATE HIGHWAY 98, AT THE PROT BUCYRUS AIRPORT, AT THE NORTHWEST END
 KZ2142'OF THE SINGLE RUNWAY.  OWNERSHIP CITY OF BUCYRUS, C/O AIRPORT MANAGER
 KZ2142'KEVIN DETRAY, 2254 ISAAC-DEAL ROAD, BUCYRUS OH 44820 PHONE 419-562-
 KZ2142'7596.
 KZ2142'TO REACH FOR THE BUCYRUS CITY HALL, GO SOUTH ON STATE HIGHWAY 98 FOR
 KZ2142'0.35 MILES TO JUNCTION WITH STATE HIGHWAY 4.  CONTINUE ON HIGHWAY 98
 KZ2142'FOR 1 MILE TO A CROSS STREET.  TURN LEFT, EAST, ON BEAL AVENUE FOR 0.5
 KZ2142'MILE TO A T-ROAD.  TURN RIGHT, SOUTH, FOR 0.4 MILE TO A ROAD RIGHT.
 KZ2142'TURN RIGHT, WEST, FOR 0.05 MILE TO THE AIRPORT ADMINISTRATION BUILD-
 KZ2142'ING.  PASS BUILDING, THEN TURN RIGHT, NORTH, ACROSS TARMAC FOR 0.1 M
 KZ2142'MILE TO THE RUNWAY END AND STATION.  TO REACH AZIMUTH MARK FROM
 KZ2142'STATION, GO SOUTHWEST ON WEST SIDE OF RUNWAY OR 0.4 MILE TO A DEEP
 KZ2142'DITCH AND MARK.
 KZ2142'STATION MARS ARE STANDARD NGS AZIMUTH DISK STAMPED ---BUCPORT 1986--.
 KZ2142'THE SURFACE DISK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST
 KZ2142'PROJECTING 1 CM.  IT IS 15.8 METERS NORTHWEST OF THE RUNWAY CENTER,
 KZ2142'7.9 METERS SOUTH OF THE WEST END OF A 1.5 METER CONCRETE DRAIN PIPE,
 KZ2142'3.9 METERS SOUTHWEST OF A FIBERGLASS WITNESS POST, AND 1.1 METERS
 KZ2142'NORTHWEST OF A RUNWAY LIGHT.  THE SUBSURFACE DISK IS SET IN THE TOP
 KZ2142'OF AN IRREGULAR CONCRETE MASS ABOUT 1.2 METERS BELOW GROUND.
 KZ2142'DESCRIBED BY G. R. HEID.  TYPED BY JAMES MALONEY 9/04/87.
 KZ2142
 KZ2142                          STATION RECOVERY (1987)
 KZ2142
 KZ2142'RECOVERED 1987
 KZ2142'RECOVERED IN GOOD CONDITION.
 KZ2142
 KZ2142                          STATION RECOVERY (1997)
 KZ2142
 KZ2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 KZ2142'RECOVERED AS DESCRIBED WITH NOTES.  TO REACH THE STATION FROM BUCYRUS
 KZ2142'TOWN SQUARE LOCATED AT THE JUNCTION OF US HIGHWAY 30 BUSINESS WITH
 KZ2142'COMBINED STATE HIGHWAYS 98 AND 4 WHICH IS IMMEDIATELY WEST FROM THE
 KZ2142'COURTHOUSE, GO SOUTH ON STATE HIGHWAY 98 (SANDUSKY AVENUE) FOR A TOTAL
 KZ2142'OF 2.1 KM (1.30 MI) PASSING STATE HIGHWAY 4 AT 1.05 KM (0.65 MI) TO
 KZ2142'BEAL AVENUE AND THEN AS PER 1986 DESCRIPTION.  THIS STATION IS
 KZ2142'DESIGNATED A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1985 ***********************************************************************
 KZ1985  DESIGNATION -  BUCYRUS
 KZ1985  PID         -  KZ1985
 KZ1985  STATE/COUNTY-  OH/CRAWFORD
 KZ1985  USGS QUAD   -  BUCYRUS (1981)
 KZ1985
 KZ1985                         *CURRENT SURVEY CONTROL
 KZ1985  ___________________________________________________________________
 KZ1985* NAD 83(1995)-  40 48 42.91549(N)    082 59 27.96762(W)     ADJUSTED  
 KZ1985* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 KZ1985  ___________________________________________________________________
 KZ1985  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 KZ1985  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 KZ1985
 KZ1985  HORZ ORDER  -  SECOND
 KZ1985
 KZ1985.The horizontal coordinates were established by classical geodetic methods
 KZ1985.and adjusted by the National Geodetic Survey in April 1998..
 KZ1985
 KZ1985.The orthometric height was scaled from a topographic map.
 KZ1985
 KZ1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1985
 KZ1985.The geoid height was determined by GEOID03.
 KZ1985
 KZ1985;                    North         East     Units Scale Factor Converg.
 KZ1985;SPC OH N     -   127,292.354   558,566.133   MT  0.99994905   -0 19 21.5
 KZ1985;UTM  17      - 4,519,786.387   332,065.170   MT  0.99994713   -1 18 05.9
 KZ1985
 KZ1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1985!SPC OH N     -   0.99995761  x   0.99994905  =   0.99990667
 KZ1985!UTM  17      -   0.99995761  x   0.99994713  =   0.99990475
 KZ1985
 KZ1985|---------------------------------------------------------------------|
 KZ1985| PID    Reference Object                     Distance      Geod. Az  |
 KZ1985|                                                           dddmmss.s |
 KZ1985| CF2958 BUCYRUS RM 1                         27.784 METERS 09544     |
 KZ1985| CF2959 BUCYRUS RM 2                         27.419 METERS 33833     |
 KZ1985| CF2957 BUCYRUS AZ MK                                      3575134.0 |
 KZ1985|---------------------------------------------------------------------|
 KZ1985
 KZ1985                          SUPERSEDED SURVEY CONTROL
 KZ1985
 KZ1985  NAD 83(1986)-  40 48 42.92090(N)    082 59 27.98113(W) AD(       ) 2
 KZ1985  NAD 27      -  40 48 42.71327(N)    082 59 28.30470(W) AD(       ) 2
 KZ1985
 KZ1985.Superseded values are not recommended for survey control.
 KZ1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1985.See file dsdata.txt to determine how the superseded data were derived.
 KZ1985
 KZ1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3206519786(NAD 83)
 KZ1985_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1985
 KZ1985  HISTORY     - Date     Condition        Report By
 KZ1985  HISTORY     - 1959     MONUMENTED       CGS
 KZ1985  HISTORY     - 1971     MARK NOT FOUND   OHHD
 KZ1985
 KZ1985                          STATION DESCRIPTION
 KZ1985
 KZ1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1985'THE STATION IS AT THE WEST EDGE OF THE CITY OF BUCYRUS, ON THE NORTH
 KZ1985'SIDE OF U.S.  HIGHWAY 30N, AT
 KZ1985'THE SOUTH PROPERTY LINE OF MR. EDWIN RINKER.
 KZ1985'
 KZ1985'TO REACH THE STATION FROM THE CENTER OF THE SQUARE IN BUCYRUS, GO
 KZ1985'WEST ON U.S. HIGHWAY 30N FOR 0.85
 KZ1985'MILE TO A REVERSE-Y ROAD FORK AND A GRAVEL FARM ROAD ON THE RIGHT.
 KZ1985'TURN RIGHT ON THE FARM ROAD,
 KZ1985'PASS THROUGH A WIRE GATE, AND THE STATION ON THE RIGHT.
 KZ1985'
 KZ1985'STATION MARKS ARE STANDARD DISKS STAMPED BUCYRUS 1959.  THE SURFACE
 KZ1985'DISK IS SET IN A SQUARE
 KZ1985'CONCRETE POST 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 76
 KZ1985'FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KZ1985'OF MR. RINKERS HOME, 67 FEET NORTH OF THE CENTERLINE OF
 KZ1985'U.S. HIGHWAY 30N, 19 FEET EAST OF THE
 KZ1985'CENTERLINE OF THE FARM ROAD AND 8.5 FEET NORTH
 KZ1985'OF AN EAST-WEST FENCELINE.  THE UNDERGROUND DISK IS SET
 KZ1985'IN AN IRREGULAR MASS OF CONCRETE 32
 KZ1985'INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1985'
 KZ1985'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BUCYRUS NO 1 1959, IS
 KZ1985'SET IN A SQUARE CONCRETE
 KZ1985'POST WHICH PROJECTS 6 INCHES.  IT IS 110 FEET EAST OF THE CENTERLINE
 KZ1985'OF THE FARM ROAD, 15 FEET NORTH OF
 KZ1985'THE CENTERLINE OF A BLACKTOP ROAD AND 1 FOOT EAST
 KZ1985'OF THE EAST-WEST FENCELINE.
 KZ1985'
 KZ1985'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BUCYRUS NO 2 1959, IS
 KZ1985'SET IN A SQUARE CONCRETE
 KZ1985'POST WHICH PROJECTS 6 INCHES.  IT IS 53 FEET SOUTH OF THE SOUTHEAST
 KZ1985'CORNER OF AN IMPLEMENT SHED, 11
 KZ1985'FEET WEST OF THE CENTERLINE OF THE FARM ROAD AND 1
 KZ1985'FOOT EAST OF A NORTH-SOUTH FENCELINE.  A STANDARD
 KZ1985'METAL WITNESS POST WAS SET 1.7 FEET
 KZ1985'NORTH OF THE MARK.
 KZ1985'
 KZ1985'AZIMUTH MARK, A STANDARD DISK STAMPED BUCYRUS 1959, IS SET IN A
 KZ1985'SQUARE CONCRETE POST WHICH
 KZ1985'PROJECTS 8 INCHES.  IT IS 9 FEET EAST OF THE CENTERLINE OF THE FARM
 KZ1985'ROAD AND 1.5 FEET SOUTH OF THE
 KZ1985'SOUTH GATE POST.  A STANDARD METAL WITNESS POST WAS SET 2
 KZ1985'FEET NORTH OF THE MARK.
 KZ1985'
 KZ1985'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE FARM ROAD
 KZ1985'0.3 MILE TO THE AZIMUTH
 KZ1985'MARK ON THE RIGHT.
 KZ1985'
 KZ1985'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KZ1985
 KZ1985                          STATION RECOVERY (1971)
 KZ1985
 KZ1985'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1985'BUCYRUS 1959 DID NOT DIG UP.
 KZ1985'
 KZ1985'BUCYRUS NO. 1-1959 RECOVERED GOOD - HAS WITNESS POST.
 KZ1985'
 KZ1985'BUCYRUS NO. 2-1959 RECOVERED GOOD - HAS WITNESS POST.
 KZ1985'
 KZ1985'AZI. BUCYRUS 1959 RECOVERED GOOD - HAS WITNESS.
 KZ1985'
 KZ1985'STATION 30N IS NOW W. MANSFIELD ST. AZIMUTH NO. GATE NOW.
 KZ1985'
 KZ1985'DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST EDIGE OF BUCYRUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1984 ***********************************************************************
 KZ1984  DESIGNATION -  BUCYRUS MUNICIPAL TANK
 KZ1984  PID         -  KZ1984
 KZ1984  STATE/COUNTY-  OH/CRAWFORD
 KZ1984  USGS QUAD   -  BUCYRUS (1981)
 KZ1984
 KZ1984                         *CURRENT SURVEY CONTROL
 KZ1984  ___________________________________________________________________
 KZ1984* NAD 83(1995)-  40 48 22.04236(N)    082 58 13.88885(W)     ADJUSTED  
 KZ1984* NAVD 88     -                                                        
 KZ1984  ___________________________________________________________________
 KZ1984  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 KZ1984  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 KZ1984
 KZ1984  HORZ ORDER  -  THIRD
 KZ1984
 KZ1984.The horizontal coordinates were established by classical geodetic methods
 KZ1984.and adjusted by the National Geodetic Survey in April 1998..
 KZ1984
 KZ1984
 KZ1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1984
 KZ1984.The geoid height was determined by GEOID03.
 KZ1984
 KZ1984;                    North         East     Units Scale Factor Converg.
 KZ1984;SPC OH N     -   126,638.946   560,298.743   MT  0.99994951   -0 18 32.8
 KZ1984;UTM  17      - 4,519,103.475   333,786.353   MT  0.99994005   -1 17 16.9
 KZ1984
 KZ1984                          SUPERSEDED SURVEY CONTROL
 KZ1984
 KZ1984  NAD 83(1986)-  40 48 22.04793(N)    082 58 13.90266(W) AD(       ) 4
 KZ1984  NAD 27      -  40 48 21.83916(N)    082 58 14.22897(W) AD(       ) 3
 KZ1984
 KZ1984.Superseded values are not recommended for survey control.
 KZ1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1984.See file dsdata.txt to determine how the superseded data were derived.
 KZ1984
 KZ1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3378619103(NAD 83)
 KZ1984
 KZ1984  HISTORY     - Date     Condition        Report By
 KZ1984  HISTORY     - 1959     MONUMENTED       CGS
 KZ1984
 KZ1984                          STATION DESCRIPTION
 KZ1984
 KZ1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1984'THE STATION IS THE BALL ATOP THE TANK AT THE SOUTHEAST ANGLE
 KZ1984'OF S. EAST AND E.
 KZ1984'WARREN STREETS IN BUCYRUS.  THE TANK IS A METAL STRUCTURE SUPPORTED
 KZ1984'BY 8 LEGS AND IS 125 FEET HIGH.  IT
 KZ1984'HAS A HALF MILLION GALLON WATER CAPACITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1993 ***********************************************************************
 KZ1993  DESIGNATION -  BUCYRUS TIMKEN BEARING PLT TK
 KZ1993  PID         -  KZ1993
 KZ1993  STATE/COUNTY-  OH/CRAWFORD
 KZ1993  USGS QUAD   -  BUCYRUS (1981)
 KZ1993
 KZ1993                         *CURRENT SURVEY CONTROL
 KZ1993  ___________________________________________________________________
 KZ1993* NAD 83(1995)-  40 48 38.47020(N)    082 56 23.56088(W)     ADJUSTED  
 KZ1993* NAVD 88     -                                                        
 KZ1993  ___________________________________________________________________
 KZ1993  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 KZ1993  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 KZ1993
 KZ1993  HORZ ORDER  -  THIRD
 KZ1993
 KZ1993.The horizontal coordinates were established by classical geodetic methods
 KZ1993.and adjusted by the National Geodetic Survey in April 1998..
 KZ1993
 KZ1993
 KZ1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1993
 KZ1993.The geoid height was determined by GEOID03.
 KZ1993
 KZ1993;                    North         East     Units Scale Factor Converg.
 KZ1993;SPC OH N     -   127,132.171   562,887.136   MT  0.99994915   -0 17 20.3
 KZ1993;UTM  17      - 4,519,552.396   336,382.758   MT  0.99992951   -1 16 05.2
 KZ1993
 KZ1993                          SUPERSEDED SURVEY CONTROL
 KZ1993
 KZ1993  NAD 83(1986)-  40 48 38.47570(N)    082 56 23.57466(W) AD(       ) 4
 KZ1993  NAD 27      -  40 48 38.27083(N)    082 56 23.90169(W) AD(       ) 3
 KZ1993
 KZ1993.Superseded values are not recommended for survey control.
 KZ1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1993.See file dsdata.txt to determine how the superseded data were derived.
 KZ1993
 KZ1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3638319552(NAD 83)
 KZ1993
 KZ1993  HISTORY     - Date     Condition        Report By
 KZ1993  HISTORY     - 1959     MONUMENTED       CGS
 KZ1993  HISTORY     - 19880902 GOOD             USPSQD
 KZ1993
 KZ1993                          STATION DESCRIPTION
 KZ1993
 KZ1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1993'THE STATION IS THE BALL ATOP THE TANK, ABOUT 1-1/2 MILES
 KZ1993'EAST OF BUCYRUS,
 KZ1993'ON THE SOUTH SIDE OF U.S. HIGHWAY 30, AT THE TIMKEN ROLLER BEARING
 KZ1993'PLANT.  IT IS A STEEL STRUCTURE,
 KZ1993'SUPPORTED BY 4 LEGS AND IS 90 FEET HIGH.  THE LETTERS
 KZ1993'TIMKEN ROLLER BEARING ARE PAINTED ON THE TANK.
 KZ1993
 KZ1993                          STATION RECOVERY (1988)
 KZ1993
 KZ1993'RECOVERY NOTE BY US POWER SQUADRON 1988 (DE)
 KZ1993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1994 ***********************************************************************
 KZ1994  DESIGNATION -  BUCYRUS TIMKEN BEARING PLT STK
 KZ1994  PID         -  KZ1994
 KZ1994  STATE/COUNTY-  OH/CRAWFORD
 KZ1994  USGS QUAD   -  BUCYRUS (1981)
 KZ1994
 KZ1994                         *CURRENT SURVEY CONTROL
 KZ1994  ___________________________________________________________________
 KZ1994* NAD 83(1995)-  40 48 37.41865(N)    082 56 17.74657(W)     ADJUSTED  
 KZ1994* NAVD 88     -                                                        
 KZ1994  ___________________________________________________________________
 KZ1994  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 KZ1994  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 KZ1994
 KZ1994  HORZ ORDER  -  THIRD
 KZ1994
 KZ1994.The horizontal coordinates were established by classical geodetic methods
 KZ1994.and adjusted by the National Geodetic Survey in April 1998..
 KZ1994
 KZ1994
 KZ1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1994
 KZ1994.The geoid height was determined by GEOID03.
 KZ1994
 KZ1994;                    North         East     Units Scale Factor Converg.
 KZ1994;SPC OH N     -   127,099.050   563,023.238   MT  0.99994917   -0 17 16.5
 KZ1994;UTM  17      - 4,519,516.954   336,518.271   MT  0.99992896   -1 16 01.4
 KZ1994
 KZ1994                          SUPERSEDED SURVEY CONTROL
 KZ1994
 KZ1994  NAD 83(1986)-  40 48 37.42416(N)    082 56 17.76031(W) AD(       ) 4
 KZ1994  NAD 27      -  40 48 37.21536(N)    082 56 18.09454(W) AD(       ) 3
 KZ1994
 KZ1994.Superseded values are not recommended for survey control.
 KZ1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1994.See file dsdata.txt to determine how the superseded data were derived.
 KZ1994
 KZ1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3651819517(NAD 83)
 KZ1994_MARKER: 63 = STACK
 KZ1994
 KZ1994  HISTORY     - Date     Condition        Report By
 KZ1994  HISTORY     - 1959     FIRST OBSERVED   CGS
 KZ1994  HISTORY     - 1984     GOOD             USPSQD
 KZ1994  HISTORY     - 19880902 GOOD             USPSQD
 KZ1994
 KZ1994                          STATION DESCRIPTION
 KZ1994
 KZ1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1994'THE STATION IS THE TOP CENTER OF THE STACK, ABOUT 1-1/2 MILES
 KZ1994'EAST OF BUCYRUS,
 KZ1994'ON THE SOUTH SIDE OF U.S. HIGHWAY 30, AT THE TIMKEN ROLLER BEARING
 KZ1994'PLANT.  THE STRUCTURE IS RED BRICK
 KZ1994'AND IS ABOUT 150 FEET HIGH.
 KZ1994
 KZ1994                          STATION RECOVERY (1984)
 KZ1994
 KZ1994'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 KZ1994'STATION RECOVERED OK.
 KZ1994'
 KZ1994'TIMKEN ROLLER BEARING PLANT, WATER TANK AND PLANT STACK-OK.
 KZ1994
 KZ1994                          STATION RECOVERY (1988)
 KZ1994
 KZ1994'RECOVERY NOTE BY US POWER SQUADRON 1988 (DE)
 KZ1994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2349 ***********************************************************************
 HY2349  DESIGNATION -  BUENA
 HY2349  PID         -  HY2349
 HY2349  STATE/COUNTY-  OH/SCIOTO
 HY2349  USGS QUAD   -  POND RUN (1984)
 HY2349
 HY2349                         *CURRENT SURVEY CONTROL
 HY2349  ___________________________________________________________________
 HY2349* NAD 83(1995)-  38 38 10.37121(N)    083 14 33.59173(W)     ADJUSTED  
 HY2349* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 HY2349  ___________________________________________________________________
 HY2349  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 HY2349  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 HY2349
 HY2349  HORZ ORDER  -  THIRD
 HY2349
 HY2349.The horizontal coordinates were established by classical geodetic methods
 HY2349.and adjusted by the National Geodetic Survey in April 1998..
 HY2349
 HY2349.The orthometric height was scaled from a topographic map.
 HY2349
 HY2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2349
 HY2349.The geoid height was determined by GEOID03.
 HY2349
 HY2349;                    North         East     Units Scale Factor Converg.
 HY2349;SPC OH S     -    70,895.238   535,336.927   MT  1.00002051   -0 28 16.4
 HY2349;SPC KY1Z     - 1,258,520.575 1,718,281.452   MT  0.99999280   +1 32 21.9
 HY2349;SPC KY1Z     - 4,128,996.25  5,637,395.06   sFT  0.99999280   +1 32 21.9
 HY2349;SPC KY N     -   126,597.151   587,702.241   MT  0.99996641   +0 37 35.9
 HY2349;SPC KY N     -   415,344.15  1,928,153.10   sFT  0.99996641   +0 37 35.9
 HY2349;UTM  17      - 4,278,794.062   304,802.181   MT  1.00006923   -1 24 02.5
 HY2349
 HY2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2349!SPC OH S     -   0.99997912  x   1.00002051  =   0.99999963
 HY2349!SPC KY1Z     -   0.99997912  x   0.99999280  =   0.99997192
 HY2349!SPC KY N     -   0.99997912  x   0.99996641  =   0.99994553
 HY2349!UTM  17      -   0.99997912  x   1.00006923  =   1.00004835
 HY2349
 HY2349|---------------------------------------------------------------------|
 HY2349| PID    Reference Object                     Distance      Geod. Az  |
 HY2349|                                                           dddmmss.s |
 HY2349| DB8874 BUENA RM 2                           12.445 METERS 02617     |
 HY2349| DB8872 BUENA AZ MK                                        0765335.7 |
 HY2349| HY2347 FLAG POINT ST FOREST LOT            APPROX. 4.1 KM 1361344.6 |
 HY2349| DB8873 BUENA RM 1                            9.711 METERS 24437     |
 HY2349|---------------------------------------------------------------------|
 HY2349
 HY2349                          SUPERSEDED SURVEY CONTROL
 HY2349
 HY2349  NAD 83(1995)-  38 38 10.37117(N)    083 14 33.59137(W) AD(       ) 3
 HY2349  NAD 83(1986)-  38 38 10.37853(N)    083 14 33.59681(W) AD(       ) 3
 HY2349  NAD 27      -  38 38 10.10500(N)    083 14 33.94000(W) AD(       ) 3
 HY2349
 HY2349.Superseded values are not recommended for survey control.
 HY2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2349.See file dsdata.txt to determine how the superseded data were derived.
 HY2349
 HY2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC0480278794(NAD 83)
 HY2349_MARKER: DS = TRIANGULATION STATION DISK
 HY2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2349
 HY2349  HISTORY     - Date     Condition        Report By
 HY2349  HISTORY     - 1953     MONUMENTED       CGS
 HY2349
 HY2349                          STATION DESCRIPTION
 HY2349
 HY2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2349'STATION IS LOCATED ON THE PROPERTY OF MRS. EDWARD RAND ALONG THE
 HY2349'NORTH SIDE OF U.S. HIGHWAY 52 ABOUT 15 MILES SOUTHWEST OF POSTSMOUTH
 HY2349'AND 1 MILE EAST OF BUENA VISTA.  IT IS 120 FEET SOUTHEAST OF THE
 HY2349'SOUTHEAST CORNER OF A BARN, 33 FEET NORTH OF THE CENTER OF THE
 HY2349'HIGHWAY, 11 FEET WEST OF A FENCE CORNER AND 4 FEET NORTH OF A WHITE
 HY2349'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED BUENA 1953.
 HY2349'
 HY2349'REFERENCE MARK NO.1 IS IN FENCE LINE 30 FEET NORTH OF THE CENTER OF
 HY2349'THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED BUENA NO 1
 HY2349'1953.
 HY2349'
 HY2349'REFERENCE MARK NO.2 IS 1 FOOT WEST OF A BOARD FENCE.  THE MARK IS
 HY2349'FLUSH AND THE DISK IS STAMPED BUENA NO 2 1953.
 HY2349'
 HY2349'AZIMUTH MARK IS 34 FEET NORTH OF THE CENTER OF HIGHWAY 52, 34 FEET
 HY2349'SOUTHEAST OF THE SOUTHEAST CORNER OF A LOG BUILDING (FLAG POINT
 HY2349'PACKING COMPANY), 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT WEST
 HY2349'OF A POWER POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 HY2349'STAMPED BUENA 1953.
 HY2349'
 HY2349'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 52 AND A
 HY2349'PAVED STREET SOUTH, IN BUENA VISTA, GO WEST ON HIGHWAY 52 FOR 0.15
 HY2349'MILE TO THE BRIDGE ACROSS LOWER TWIN CREEK.  CONTINUE EAST ON THE
 HY2349'HIGHWAY FOR 0.95 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 HY2349'CONTINUE EAST ON THE HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 HY2349'LEFT AS DESCRIBED.
 HY2349'
 HY2349'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1978 ***********************************************************************
 MB1978  DESIGNATION -  BURGHILL EAST BASE
 MB1978  PID         -  MB1978
 MB1978  STATE/COUNTY-  OH/TRUMBULL
 MB1978  USGS QUAD   -  ORANGEVILLE (1994)
 MB1978
 MB1978                         *CURRENT SURVEY CONTROL
 MB1978  ___________________________________________________________________
 MB1978* NAD 83(1995)-  41 21 32.43002(N)    080 34 32.62510(W)     ADJUSTED  
 MB1978* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 MB1978  ___________________________________________________________________
 MB1978  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 MB1978  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB1978
 MB1978  HORZ ORDER  -  FIRST
 MB1978
 MB1978.The horizontal coordinates were established by classical geodetic methods
 MB1978.and adjusted by the National Geodetic Survey in April 1998..
 MB1978
 MB1978.The orthometric height was scaled from a topographic map.
 MB1978
 MB1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1978
 MB1978.The geoid height was determined by GEOID03.
 MB1978
 MB1978;                    North         East     Units Scale Factor Converg.
 MB1978;SPC OH N     -   189,705.479   760,996.441   MT  0.99995203   +1 15 50.9
 MB1978;SPC PA N     -   136,270.647   363,603.458   MT  0.99995736   -1 52 09.6
 MB1978;SPC PA N     -   447,081.28  1,192,922.35   sFT  0.99995736   -1 52 09.6
 MB1978;UTM  17      - 4,578,698.460   535,487.553   MT  0.99961550   +0 16 49.3
 MB1978
 MB1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1978!SPC OH N     -   0.99995466  x   0.99995203  =   0.99990670
 MB1978!SPC PA N     -   0.99995466  x   0.99995736  =   0.99991203
 MB1978!UTM  17      -   0.99995466  x   0.99961550  =   0.99957018
 MB1978
 MB1978:                Primary Azimuth Mark                     Grid Az
 MB1978:SPC OH N     -  BURGHILL WEST BASE                       264 25 23.0
 MB1978:SPC PA N     -  BURGHILL WEST BASE                       267 33 23.5
 MB1978:UTM  17      -  BURGHILL WEST BASE                       265 24 24.6
 MB1978
 MB1978|---------------------------------------------------------------------|
 MB1978| PID    Reference Object                     Distance      Geod. Az  |
 MB1978|                                                           dddmmss.s |
 MB1978| MB1980 BURGHILL WEST BASE                  APPROX. 9.0 KM 2654113.9 |
 MB1978| CX3329 BURGHILL EAST BASE RM 1              68.479 METERS 27015     |
 MB1978| CX3330 BURGHILL EAST BASE RM 2             156.060 METERS 34424     |
 MB1978|---------------------------------------------------------------------|
 MB1978
 MB1978                          SUPERSEDED SURVEY CONTROL
 MB1978
 MB1978  NAD 83(1986)-  41 21 32.43602(N)    080 34 32.62348(W) AD(       ) 1
 MB1978  NAD 27      -  41 21 32.23900(N)    080 34 33.35700(W) AD(       ) 1
 MB1978
 MB1978.Superseded values are not recommended for survey control.
 MB1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1978.See file dsdata.txt to determine how the superseded data were derived.
 MB1978
 MB1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3548878698(NAD 83)
 MB1978_MARKER: Z = SEE DESCRIPTION
 MB1978_SETTING: 0 = UNSPECIFIED SETTING
 MB1978
 MB1978  HISTORY     - Date     Condition        Report By
 MB1978  HISTORY     - 1928     MONUMENTED       CGS
 MB1978  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MB1978  HISTORY     - 19930823 MARK NOT FOUND   OHDT
 MB1978
 MB1978                          STATION DESCRIPTION
 MB1978
 MB1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 MB1978'STATION
 MB1978'IS ABOUT 1/4 MILE
 MB1978'W OF BURGHILL RAILROAD STATION ON N SIDE OF
 MB1978'CURVE JUST W OF BURGHILL, AND NEARLY
 MB1978'OPPOSITE BLOCK SIGNAL AT W
 MB1978'END OF SIDING.
 MB1978'
 MB1978'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 MB1978'IN CONCRETE.
 MB1978'
 MB1978'REFERENCE MARK NO. 1 (W) IS ON RAILROAD RIGHT-OF-WAY, JUST
 MB1978'INSIDE OF N FENCE.
 MB1978'
 MB1978'REFERENCE MARK NO. 2 (NNW) IS IN FENCE CORNER ON LAND OWNED
 MB1978'BY GEORGE B
 MB1978'DILLEY.
 MB1978'
 MB1978'REACHED FROM BURGHILL, A VILLAGE ON THE BROOKFIELD AND
 MB1978'CONNEAUT HIGHWAY,
 MB1978'BY PRIVATE ROAD OF MR. GEORGE B. DILLEY, WHO
 MB1978'LIVES ON W SIDE OF HIGHWAY, N OF
 MB1978'ERIE TRACK, AND JUST S OF A
 MB1978'STORE.  FOLLOW THIS LANE ABOUT 1/4 MILE TO STATION.
 MB1978'
 MB1978'A 90-FOOT STEEL TOWER WAS USED.
 MB1978
 MB1978                          STATION RECOVERY (1957)
 MB1978
 MB1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MB1978'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT COULD
 MB1978'NOT BE FOUND.  THE
 MB1978'ORIGINAL DESCRIPTION APPEARS TO BE RATHER WEAK
 MB1978'WHICH MAY ACCOUNT FOR THE DIFFICULTY.
 MB1978'THE ENTIRE AREA WHERE THE
 MB1978'STATION IS LOCATED IS COVERED WITH CINDERS FROM PASSING
 MB1978'TRAINS AND
 MB1978'IT IS THOUGHT THAT THE STATION AND REFERENCE MARKS COULD POSSIBLY BE
 MB1978'BURRIED UNDER THESE CINDERS.
 MB1978
 MB1978                          STATION RECOVERY (1993)
 MB1978
 MB1978'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (SJ)
 MB1978'------REPORT BY ODOT--------YEAR 1993---------CONDITION UNKNOWN
 MB1978' 
 MB1978'DESCRIPTION WEAK, RAILROAD TRACKS HAVE BEEN REMOVED AND ENTIRE AREA IS
 MB1978'NOW A JUNK YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1980 ***********************************************************************
 MB1980  DESIGNATION -  BURGHILL WEST BASE
 MB1980  PID         -  MB1980
 MB1980  STATE/COUNTY-  OH/TRUMBULL
 MB1980  USGS QUAD   -  CORTLAND (1994)
 MB1980
 MB1980                         *CURRENT SURVEY CONTROL
 MB1980  ___________________________________________________________________
 MB1980* NAD 83(1995)-  41 21 10.28600(N)    080 40 59.13638(W)     ADJUSTED  
 MB1980* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 MB1980  ___________________________________________________________________
 MB1980  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 MB1980  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB1980
 MB1980  HORZ ORDER  -  FIRST
 MB1980
 MB1980.The horizontal coordinates were established by classical geodetic methods
 MB1980.and adjusted by the National Geodetic Survey in April 1998..
 MB1980
 MB1980.The orthometric height was scaled from a topographic map.
 MB1980
 MB1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1980
 MB1980.The geoid height was determined by GEOID03.
 MB1980
 MB1980;                    North         East     Units Scale Factor Converg.
 MB1980;SPC OH N     -   188,829.849   752,029.249   MT  0.99995150   +1 11 37.0
 MB1980;SPC PA N     -   135,886.530   354,601.757   MT  0.99995747   -1 56 25.3
 MB1980;SPC PA N     -   445,821.06  1,163,389.26   sFT  0.99995747   -1 56 25.3
 MB1980;UTM  17      - 4,577,977.202   526,509.699   MT  0.99960865   +0 12 33.8
 MB1980
 MB1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1980!SPC OH N     -   0.99995168  x   0.99995150  =   0.99990319
 MB1980!SPC PA N     -   0.99995168  x   0.99995747  =   0.99990916
 MB1980!UTM  17      -   0.99995168  x   0.99960865  =   0.99956035
 MB1980
 MB1980:                Primary Azimuth Mark                     Grid Az
 MB1980:SPC OH N     -  DILWORTH                                 359 25 47.0
 MB1980:SPC PA N     -  DILWORTH                                 002 33 49.3
 MB1980:UTM  17      -  DILWORTH                                 000 24 50.2
 MB1980
 MB1980|---------------------------------------------------------------------|
 MB1980| PID    Reference Object                     Distance      Geod. Az  |
 MB1980|                                                           dddmmss.s |
 MB1980| MB1982 DILWORTH                            APPROX. 8.0 KM 0003724.0 |
 MB1980| CX3331 BURGHILL WEST BASE RM 1              51.462 METERS 00046     |
 MB1980| CX3332 BURGHILL WEST BASE RM 2              55.150 METERS 26241     |
 MB1980|---------------------------------------------------------------------|
 MB1980
 MB1980                          SUPERSEDED SURVEY CONTROL
 MB1980
 MB1980  NAD 83(1986)-  41 21 10.29276(N)    080 40 59.13454(W) AD(       ) 1
 MB1980  NAD 27      -  41 21 10.09600(N)    080 40 59.85400(W) AD(       ) 1
 MB1980
 MB1980.Superseded values are not recommended for survey control.
 MB1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1980.See file dsdata.txt to determine how the superseded data were derived.
 MB1980
 MB1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2651077977(NAD 83)
 MB1980_MARKER: DS = TRIANGULATION STATION DISK
 MB1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1980_STAMPING: BURGHILL WEST BASE 1928
 MB1980_MARK LOGO: CGS   
 MB1980_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1980+STABILITY: SURFACE MOTION
 MB1980
 MB1980  HISTORY     - Date     Condition        Report By
 MB1980  HISTORY     - 1928     MONUMENTED       CGS
 MB1980  HISTORY     - 1953     SEE DESCRIPTION  CGS
 MB1980  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MB1980  HISTORY     - 19930520 GOOD             OHDT
 MB1980  HISTORY     - 19960709 GOOD             USPSQD
 MB1980  HISTORY     - 19981208 GOOD             USE
 MB1980
 MB1980                          STATION DESCRIPTION
 MB1980
 MB1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 MB1980'STATION
 MB1980'IS ABOUT 2 MILES E
 MB1980'AND 1-1/4 MILES N OF CORTLAND, 6 MILES W OF
 MB1980'BURGHILL, AND 0.4 MILE W OF JOHNSON
 MB1980'STATION, ON N SIDE OF ERIE
 MB1980'RAILROAD ABOUT 18 METERS N OF THE MAIN TRACK, IN A
 MB1980'SMALL PASTURE
 MB1980'AND NEAR A SMALL POND.
 MB1980'
 MB1980'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MB1980'DISKS SET IN
 MB1980'CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 MB1980'
 MB1980'REACHED FROM BURGHILL BY GOING S ON HIGHWAY 1/2 MILE TO
 MB1980'FIRST CROSS ROAD,
 MB1980'THENCE W ABOUT 6 MILES TO SECOND LANE LEADING
 MB1980'N TO RAILROAD AFTER PASSING A LARGE
 MB1980'RESERVOIR N OF ROAD.  THIS
 MB1980'LANE IS NEAR A HOUSE, 200 YARDS W OF THE FIRST, AND
 MB1980'LEADS BY THE
 MB1980'BARN, ACROSS THE TRACKS TO PASTURE IN WHICH STATION IS LOCATED.
 MB1980'
 MB1980'HEIGHT OF LIGHT ABOVE STATION MARK--90 FEET.
 MB1980
 MB1980                          STATION RECOVERY (1953)
 MB1980
 MB1980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 MB1980'RECOVERED AS DESCRIBED.
 MB1980
 MB1980                          STATION RECOVERY (1957)
 MB1980
 MB1980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MB1980'THE STATION MARK, REFERENCE 1 AND 2 WERE RECOVERED AND FOUND
 MB1980'TO BE IN GOOD
 MB1980'CONDITION.  THE DIRECTION OR ANGLE BETWEEN THE REFERENCE
 MB1980'MARKS AND THE DISTANCE TO THE
 MB1980'MARKS WAS VERIFIED.  THE ORIGINAL
 MB1980'DESCRIPTION IS NO LONGER ADEQUATE FOR SPEEDY
 MB1980'RECOVERY AND A NEW
 MB1980'DESCRIPTION FOLLOWS.
 MB1980'
 MB1980'THE STATION IS LOCATED ABOUT 9 MILES WEST OF ORANGEVILLE, 5
 MB1980'MILES SOUTHEAST OF
 MB1980'MECCA, 3 MILES NORTHEAST OF CORTLAND AND ALONG
 MB1980'THE MAIN TRACKS OF THE ERIE RAILROAD.
 MB1980'
 MB1980'THE STATION MARK, A STANDARD DISK STAMPED WEST BASE 1928,
 MB1980'IS SET IN THE TOP
 MB1980'OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 MB1980'6 INCHES ABOVE THE GROUND.  IT IS IN
 MB1980'THE SOUTHEAST CORNER OF A SMALL
 MB1980'PASTURE THAT CONTAINS A SMALL RESERVOIR.  IT IS 18
 MB1980'METERS NORTH OF
 MB1980'THE NORTH RAIL OF THE MAIN TRACK OF THE ERIE RAILROAD, 16 FEET WEST
 MB1980'OF A NORTH-SOUTH
 MB1980'FENCE LINE AND 12 FEET NORTH OF THE RAILROAD
 MB1980'RIGHT OF WAY FENCE LINE.
 MB1980'
 MB1980'REFERENCE MARK 1, A STANDARD DISK STAMPED WEST BASE NO 1
 MB1980'1928, IS SET IN
 MB1980'THE TOP OF A SQUARE CONCRETE POST THAT IS ABOUT
 MB1980'1 INCH BELOW THE SURFACE OF THE
 MB1980'GROUND.  THE MARK IS NORTH OF THE
 MB1980'STATION IN THE NORTH-SOUTH FENCE LINE AND 5 FEET
 MB1980'SOUTH OF A LARGE
 MB1980'TREE.
 MB1980'
 MB1980'REFERENCE MARK 2, A STANDARD DISK, STAMPED WEST BASE NO 2
 MB1980'1928, IS SET IN
 MB1980'THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH
 MB1980'THE GROUND.  THE MARK IS 4 FEET
 MB1980'NORTH OF THE RAILROAD RIGHT OF WAY
 MB1980'FENCE AND 1 FOOT NORTH OF THE SOUTHERLY GATE POST
 MB1980'IN THE NORTH-
 MB1980'SOUTH FENCE LINE WHICH LIES WEST OF THE STATION.
 MB1980'
 MB1980'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 5
 MB1980'AND 46 ON THE
 MB1980'SOUTH EDGE OF CORTLAND, GO NORTH ON STATE HIGHWAY
 MB1980'5 FOR 2.5 MILES TO A SIDE ROAD
 MB1980'RIGHT JUST BEFORE REACHING A RAILROAD
 MB1980'CROSSING.  TURN RIGHT AND GO 1.7 MILES TO A SIDE
 MB1980'ROAD LEFT,
 MB1980'JUST BEFORE REACHING A FARM HOUSE.  TURN LEFT AND GO 0.2 MILE TO A
 MB1980'GATE ON THE
 MB1980'LEFT, JUST NORTH OF THE RAILROAD TRACKS.  TURN LEFT,
 MB1980'PASSING THROUGH THE GATE, AND
 MB1980'GO WEST FOR 0.1 MILE TO A GATE, PASS
 MB1980'THROUGH THE GATE AND TURN SHARP LEFT TO THE
 MB1980'STATION, ABOUT 20 FEET
 MB1980'SOUTHWEST OF THE GATE.
 MB1980
 MB1980                          STATION RECOVERY (1993)
 MB1980
 MB1980'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 MB1980'-------REPORT BY ODOT------YEAR 1993-------CONDITION GOOD-----
 MB1980' 
 MB1980'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 5 AND MAIN ST. TAKE
 MB1980'MAIN ST. 1.9 MILES (3.1 KM) OVER S.R. 11 UNTIL YOU REACH FIRST CROSS
 MB1980'ROAD CALLED RIDGE ROAD, TURN LEFT ON RIDGE FOR 1.1 MILES (1.8 KM) TO
 MB1980'BROWNLEE ROAD, TURN RIGHT FOLLOW BROWNLEE ROAD FOR .7 MILES (1.1 KM)
 MB1980'TO A PRIVATE DRIVE, FOLLOW PRIVATE DRIVE FOR .2 MILES (0.3 KM) UNTIL
 MB1980'YOU COME TO RAILROAD TRACKS, TURN LEFT FOR 200 YARDS TO THE STATION ON
 MB1980'THE RIGHT.
 MB1980' 
 MB1980'REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION AND IS LOCATED 168.8'
 MB1980'NORTH OF THE STATION.
 MB1980' 
 MB1980'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION AND IS LOCATED 180.9' WSW
 MB1980'OF THE STATION.
 MB1980
 MB1980                          STATION RECOVERY (1996)
 MB1980
 MB1980'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1980'RECOVERED IN GOOD CONDITION.
 MB1980
 MB1980                          STATION RECOVERY (1998)
 MB1980
 MB1980'RECOVERY NOTE BY US ENGINEERS 1998
 MB1980'RECOVERY NOTE BY CORPS OF ENGINEERS.  THE STATION, RM 1 AND RM 2
 MB1980'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  ALL ARE WITNESSED
 MB1980'BY NOAA CARSONITE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2098 ***********************************************************************
 JX2098  DESIGNATION -  BURKHART
 JX2098  PID         -  JX2098
 JX2098  STATE/COUNTY-  OH/MONROE
 JX2098  USGS QUAD   -  SUMMERFIELD (1994)
 JX2098
 JX2098                         *CURRENT SURVEY CONTROL
 JX2098  ___________________________________________________________________
 JX2098* NAD 83(1995)-  39 48 55.44562(N)    081 15 54.09023(W)     ADJUSTED  
 JX2098* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 JX2098  ___________________________________________________________________
 JX2098  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 JX2098  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JX2098
 JX2098  HORZ ORDER  -  FIRST
 JX2098
 JX2098.The horizontal coordinates were established by classical geodetic methods
 JX2098.and adjusted by the National Geodetic Survey in April 1998..
 JX2098
 JX2098.The orthometric height was scaled from a topographic map.
 JX2098
 JX2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2098
 JX2098.The geoid height was determined by GEOID03.
 JX2098
 JX2098;                    North         East     Units Scale Factor Converg.
 JX2098;SPC OH S     -   202,259.938   705,735.617   MT  0.99996415   +0 47 01.0
 JX2098;UTM  17      - 4,407,302.517   477,316.726   MT  0.99960633   -0 10 10.9
 JX2098
 JX2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2098!SPC OH S     -   0.99994479  x   0.99996415  =   0.99990895
 JX2098!UTM  17      -   0.99994479  x   0.99960633  =   0.99955115
 JX2098
 JX2098:                Primary Azimuth Mark                     Grid Az
 JX2098:SPC OH S     -  BURKHART AZ MK                           047 06 28.2
 JX2098:UTM  17      -  BURKHART AZ MK                           048 03 40.1
 JX2098
 JX2098|---------------------------------------------------------------------|
 JX2098| PID    Reference Object                     Distance      Geod. Az  |
 JX2098|                                                           dddmmss.s |
 JX2098| CF2684 BURKHART AZ MK                                     0475329.2 |
 JX2098| JX2075 MILTONSBURG ST JOHNS CATH CH        APPROX. 8.0 KM 0720832.5 |
 JX2098| CF2685 BURKHART RM 1                        85.963 METERS 12054     |
 JX2098| JX2073 LEWISVILLE USAF RADAR P43E          APPROX. 7.3 KM 1540107.1 |
 JX2098| JX2099 LEWISVILLE RADIO KQC 369 MAST       APPROX. 5.4 KM 1775805.7 |
 JX2098| JX2095 FULDA CATHOLIC CHURCH SPIRE         APPROX.16.4 KM 2315035.7 |
 JX2098| CF2686 BURKHART RM 2                        43.190 METERS 23754     |
 JX2098|---------------------------------------------------------------------|
 JX2098
 JX2098                          SUPERSEDED SURVEY CONTROL
 JX2098
 JX2098  NAD 83(1986)-  39 48 55.45305(N)    081 15 54.09827(W) AD(       ) 1
 JX2098  NAD 27      -  39 48 55.19260(N)    081 15 54.68770(W) AD(       ) 1
 JX2098
 JX2098.Superseded values are not recommended for survey control.
 JX2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2098.See file dsdata.txt to determine how the superseded data were derived.
 JX2098
 JX2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME7731707303(NAD 83)
 JX2098_MARKER: DS = TRIANGULATION STATION DISK
 JX2098_SETTING: 0 = UNSPECIFIED SETTING
 JX2098
 JX2098  HISTORY     - Date     Condition        Report By
 JX2098  HISTORY     - 1944     MONUMENTED       CGS
 JX2098  HISTORY     - 1963     GOOD             CGS
 JX2098  HISTORY     - 1982     GOOD             LOCENG
 JX2098
 JX2098                          STATION DESCRIPTION
 JX2098
 JX2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2098'STATION IS LOCATED
 JX2098'ABOUT 6 MILES NW
 JX2098'OF THE VILLAGE OF LEWISVILLE, ABOUT 2.5 MILES N
 JX2098'OF THE BURKHART RAILROAD STATION,
 JX2098'1.8 MILES E OF STATE HIGHWAY
 JX2098'78, AND 145 FEET ENE OF THE E EDGE OF A WOODS.  IT
 JX2098'IS LOCATED
 JX2098'ON THE PROPERTY OF N. I. BURKHART, ON A HIGH PROMINENT BARE HILL
 JX2098'0.15 MILE S OF THE
 JX2098'BURKHART FARMHOUSE.  STATION DISK IS STAMPED
 JX2098'BURKHART 1944 AND IS 8 INCHES BELOW
 JX2098'THE GROUND.
 JX2098'
 JX2098'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX2098'DISKS SET IN
 JX2098'CONCRETE.
 JX2098'
 JX2098'REFERENCE MARK 1 IS 282.03 FEET (SLOPE DISTANCE) SE OF THE
 JX2098'STATION, 5 FEET N
 JX2098'OF AN E-W FENCELINE, AND ABOUT 20 FEET LOWER
 JX2098'IN ELEVATION THAN THE STATION MARK.
 JX2098'IT IS STAMPED BURKHART NO 1
 JX2098'1944 AND PROJECTS ABOUT 2 INCHES.
 JX2098'
 JX2098'REFERENCE MARK 2 IS 141.81 FEET (SLOPE DISTANCE) SW OF THE
 JX2098'STATION, 4 FEET E
 JX2098'OF THE E EDGE OF THE WOODS, AND ABOUT 6 FEET
 JX2098'LOWER IN ELEVATION THAN THE STATION
 JX2098'MARK.  IT IS STAMPED BURKHART
 JX2098'NO 2 1944.
 JX2098'
 JX2098'AZIMUTH MARK IS 14 FEET W OF THE APPROXIMATE CENTER LINE OF
 JX2098'A GRADED DIRT
 JX2098'ROAD.  (THIS ROAD IS AT THE SUMMIT OF THE GRADE.)
 JX2098'IT IS 3 FEET S OF A WOODEN
 JX2098'WITNESS POST, 2 FEET N OF A BOARD
 JX2098'GATE THAT IS THE ENTRANCE TO PASTURE LAND,
 JX2098'AND 1 FOOT W OF A
 JX2098'N-S FENCELINE.  IT IS STAMPED BURKHART 1944 AND PROJECTS
 JX2098'ABOUT 2
 JX2098'INCHES.
 JX2098'
 JX2098'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 78
 JX2098'AND 145 IN THE
 JX2098'VILLAGE OF LEWISVILLE GO W ON STATE HIGHWAY 78
 JX2098'FOR 5.75 MILES TO A GRADED DIRT
 JX2098'ROAD RIGHT.  (THIS ROAD IS 0.05
 JX2098'MILE W OF THE SHELLTON INN.) HERE TURN RIGHT AND
 JX2098'GO 1.75 MILES
 JX2098'TO A SHARP RIGHT TURN,* HERE TURN RIGHT ON A DIRT ROAD AND GO
 JX2098'0.2 MILE TO A
 JX2098'WIRE GATE ON THE LEFT, PASS THROUGH GATE AND GO N
 JX2098'UP STEEP HILL FOR 0.35 MILE TO A
 JX2098'WIRE GATE, PASS THROUGH GATE
 JX2098'AND GO E FOR 0.05 MILE TO THE SUMMIT OF THE HILL
 JX2098'AND STATION.
 JX2098'
 JX2098'*TO REACH THE AZIMUTH MARK FROM THE SHARP RIGHT TURN, CONTINUE
 JX2098'E PAST THE
 JX2098'BURKHART FARMHOUSE FOR 0.2 MILE TO A T-ROAD
 JX2098'LEFT, TURN LEFT AND GO 0.15
 JX2098'MILE TO THE SUMMIT OF THE GRADE AND
 JX2098'MARK ON THE LEFT.
 JX2098'
 JX2098'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JX2098
 JX2098                          STATION RECOVERY (1963)
 JX2098
 JX2098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2098'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WAS RECOVERED
 JX2098'IN GOOD CONDITION.  THE DISTANCE TO
 JX2098'REFERENCE MARK 1 DID NOT CHECK BY 0.11 FEET.  THE DIRECTION TO
 JX2098'ALL MARKS CHECKED.  THE
 JX2098'DESCRIPTIONS ARE ADEQUATE.
 JX2098'
 JX2098'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JX2098
 JX2098                          STATION RECOVERY (1982)
 JX2098
 JX2098'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (TJL)
 JX2098'BURKHART 1944 RECOVERED GOOD.
 JX2098'
 JX2098'RECOVERED AZIMUTH MARK AND BOTH REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7523 ***********************************************************************
 AH7523  DESIGNATION -  BURLINGTON TWP 1
 AH7523  PID         -  AH7523
 AH7523  STATE/COUNTY-  OH/KNOX
 AH7523  USGS QUAD   -  HOMER (1984)
 AH7523
 AH7523                         *CURRENT SURVEY CONTROL
 AH7523  ___________________________________________________________________
 AH7523* NAD 83(1995)-  40 16 05.64696(N)    082 32 59.89737(W)     ADJUSTED  
 AH7523* NAVD 88     -       319.8    (meters)    1049.     (feet)  GPS OBS   
 AH7523  ___________________________________________________________________
 AH7523  X           -     631,934.518 (meters)                     COMP
 AH7523  Y           -  -4,832,585.124 (meters)                     COMP
 AH7523  Z           -   4,100,941.399 (meters)                     COMP
 AH7523  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AH7523  ELLIP HEIGHT-         285.88  (meters)          (10/07/05) GPS OBS
 AH7523  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AH7523
 AH7523  HORZ ORDER  -  FIRST
 AH7523  ELLP ORDER  -  FOURTH    CLASS II
 AH7523
 AH7523.The horizontal coordinates were established by GPS observations
 AH7523.and adjusted by the National Geodetic Survey in February 1999..
 AH7523
 AH7523.The orthometric height was determined by GPS observations and a
 AH7523.high-resolution geoid model.
 AH7523
 AH7523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7523
 AH7523.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7523
 AH7523.The ellipsoidal height was determined by GPS observations
 AH7523.and is referenced to NAD 83.
 AH7523
 AH7523.The geoid height was determined by GEOID03.
 AH7523
 AH7523;                    North         East     Units Scale Factor Converg.
 AH7523;SPC OH N     -    66,804.228   595,749.334   MT  1.00003572   -0 01 58.2
 AH7523;UTM  17      - 4,458,681.755   368,211.365   MT  0.99981380   -1 00 07.2
 AH7523
 AH7523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7523!SPC OH N     -   0.99995516  x   1.00003572  =   0.99999087
 AH7523!UTM  17      -   0.99995516  x   0.99981380  =   0.99976896
 AH7523
 AH7523                          SUPERSEDED SURVEY CONTROL
 AH7523
 AH7523  ELLIP H (02/25/99)  285.92   (m)                       GP(       ) 4 2
 AH7523
 AH7523.Superseded values are not recommended for survey control.
 AH7523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7523.See file dsdata.txt to determine how the superseded data were derived.
 AH7523
 AH7523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6821158682(NAD 83)
 AH7523_MARKER: DD = SURVEY DISK
 AH7523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7523_STAMPING: BURLINGTON TWP 1 1998
 AH7523_MARK LOGO: OH-089
 AH7523_PROJECTION: FLUSH
 AH7523_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7523+STABILITY: SURFACE MOTION
 AH7523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7523+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7523
 AH7523  HISTORY     - Date     Condition        Report By
 AH7523  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7523
 AH7523                          STATION DESCRIPTION
 AH7523
 AH7523'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7523'THE STATION IS LOCATED IN KNOX COUNTY, OHIO ON THE LICKING AND KNOX
 AH7523'COUNTY LINE ABOUT 2.0 MILES (3.2 KM) NORTHWEST OF THE TOWN OF HOMER.
 AH7523'TO REACH THE STATION FROM THE INTERSECTION OF GRANVILLE ROAD (SR 661)
 AH7523'AND HOMER ROAD (CR 19) PROCEED NORTH ALONG GRANVILLE ROAD (SR 661) A
 AH7523'DISTANCE OF 1.1 MILES (1.8 KM) TO ITS INTERSECTION WITH FOSDYKE ROAD
 AH7523'(T-20) .  TURN LEFT AND PROCEED WEST ALONG FOSDYKE ROAD (T-20) A
 AH7523'DISTANCE OF 1.8 MILES (2.9 KM) TO THE STATION ON THE NORTH SIDE OF
 AH7523'ROAD.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK
 AH7523'SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND
 AH7523'SURFACE AND STAMPED BURLINGTON TWP 1 1998.  THE STATION IS 111.1 FEET
 AH7523'(33.9 M) AZIMUTH 97 DEGREES TO A TELEPHONE PEDESTAL, 40.1 FEET (12.2
 AH7523'M) AZIMUTH 210 DEGREES TO A TACK IN A FENCE POST, 96.9 FEET (29.5 M)
 AH7523'AZIMUTH 280 DEGREES TO A POLE WITH NUMBER 3A1/13 AND 21.0 FEET (6.4 M)
 AH7523'NORTH OF THE CENTERLINE OF FOSDYKE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7524 ***********************************************************************
 AH7524  DESIGNATION -  BURLINGTON TWP 2
 AH7524  PID         -  AH7524
 AH7524  STATE/COUNTY-  OH/LICKING
 AH7524  USGS QUAD   -  HOMER (1984)
 AH7524
 AH7524                         *CURRENT SURVEY CONTROL
 AH7524  ___________________________________________________________________
 AH7524* NAD 83(1995)-  40 15 59.40392(N)    082 31 00.86848(W)     ADJUSTED  
 AH7524* NAVD 88     -       310.0    (meters)    1017.     (feet)  GPS OBS   
 AH7524  ___________________________________________________________________
 AH7524  X           -     634,738.379 (meters)                     COMP
 AH7524  Y           -  -4,832,335.630 (meters)                     COMP
 AH7524  Z           -   4,100,788.113 (meters)                     COMP
 AH7524  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AH7524  ELLIP HEIGHT-         276.06  (meters)          (10/07/05) GPS OBS
 AH7524  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AH7524
 AH7524  HORZ ORDER  -  FIRST
 AH7524  ELLP ORDER  -  FOURTH    CLASS II
 AH7524
 AH7524.The horizontal coordinates were established by GPS observations
 AH7524.and adjusted by the National Geodetic Survey in February 1999..
 AH7524
 AH7524.The orthometric height was determined by GPS observations and a
 AH7524.high-resolution geoid model.
 AH7524
 AH7524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7524
 AH7524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7524
 AH7524.The ellipsoidal height was determined by GPS observations
 AH7524.and is referenced to NAD 83.
 AH7524
 AH7524.The geoid height was determined by GEOID03.
 AH7524
 AH7524;                    North         East     Units Scale Factor Converg.
 AH7524;SPC OH S     -   251,625.237   598,561.719   MT  1.00005447   -0 00 38.6
 AH7524;UTM  17      - 4,458,440.612   371,019.461   MT  0.99980479   -0 58 50.1
 AH7524
 AH7524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7524!SPC OH S     -   0.99995670  x   1.00005447  =   1.00001116
 AH7524!UTM  17      -   0.99995670  x   0.99980479  =   0.99976149
 AH7524
 AH7524:                Primary Azimuth Mark                     Grid Az
 AH7524:SPC OH S     -  BURLINGTON TWP 4                         183 56 59.0
 AH7524:UTM  17      -  BURLINGTON TWP 4                         184 55 10.5
 AH7524
 AH7524|---------------------------------------------------------------------|
 AH7524| PID    Reference Object                     Distance      Geod. Az  |
 AH7524|                                                           dddmmss.s |
 AH7524| AH7526 BURLINGTON TWP 4                    APPROX. 1.2 KM 1835620.4 |
 AH7524|---------------------------------------------------------------------|
 AH7524
 AH7524                          SUPERSEDED SURVEY CONTROL
 AH7524
 AH7524  ELLIP H (02/25/99)  276.11   (m)                       GP(       ) 4 2
 AH7524
 AH7524.Superseded values are not recommended for survey control.
 AH7524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7524.See file dsdata.txt to determine how the superseded data were derived.
 AH7524
 AH7524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7101958441(NAD 83)
 AH7524_MARKER: DD = SURVEY DISK
 AH7524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7524_STAMPING: BURLINGTON TWP 2 1998
 AH7524_MARK LOGO: OH-089
 AH7524_PROJECTION: FLUSH
 AH7524_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7524+STABILITY: SURFACE MOTION
 AH7524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7524+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7524
 AH7524  HISTORY     - Date     Condition        Report By
 AH7524  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7524
 AH7524                          STATION DESCRIPTION
 AH7524
 AH7524'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7524'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP ON THE LICKING AND KNOX
 AH7524'COUNTY LINE, OHIO ABOUT 1.0 MILE (1.6 KM) NORTH OF THE TOWN OF HOMER.
 AH7524'TO REACH THE STATION FROM INTERSECTION OF NORTH STREET (SR 661) AND
 AH7524'HOMER ROAD (CR 19) IN THE TOWN OF HOMER PROCEED NORTH ALONG NORTH
 AH7524'STREET (SR 661) A DISTANCE OF 1.0 MILE (1.6 KM) TO ITS INTERSECTION
 AH7524'WITH FOSDYKE ROAD (T-20) AND VANCE ROAD (CR 29) AND THE STATION IN THE
 AH7524'SOUTHWEST CORNER OF THE INTERSECTION.  THE STATION IS A STANDARD 3 1/4
 AH7524'INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7524'MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED BURLINGTON TWP 2
 AH7524'1998.  THE STATION IS 5.8 FEET (1.8 M) AZIMUTH 79 DEGREES TO A
 AH7524'COUNTY-LINE SIGN, 10.1 FEET (3.1 M) AZIMUTH 50 DEGREES TO A 18 INCH
 AH7524'PVC CULVERT, 15.1 FEET (4.6 M) AZIMUTH 10 DEGREES TO A STOP SIGN, 49.5
 AH7524'FEET (15.1 M) AZIMUTH 15 DEGREES TO A POWER POLE WITH THE NUMBER 136EW
 AH7524'1100 29, AND 76.6 FEET (23.3 M) AZIMUTH 187 DEGREES TO A POWER POLE
 AH7524'WITH THE NUMBER L5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7526 ***********************************************************************
 AH7526  DESIGNATION -  BURLINGTON TWP 4
 AH7526  PID         -  AH7526
 AH7526  STATE/COUNTY-  OH/LICKING
 AH7526  USGS QUAD   -  HOMER (1984)
 AH7526
 AH7526                         *CURRENT SURVEY CONTROL
 AH7526  ___________________________________________________________________
 AH7526* NAD 83(1995)-  40 15 20.20566(N)    082 31 04.39133(W)     ADJUSTED  
 AH7526* NAVD 88     -       300.7    (meters)     987.     (feet)  GPS OBS   
 AH7526  ___________________________________________________________________
 AH7526  X           -     634,756.674 (meters)                     COMP
 AH7526  Y           -  -4,833,114.185 (meters)                     COMP
 AH7526  Z           -   4,099,859.432 (meters)                     COMP
 AH7526  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AH7526  ELLIP HEIGHT-         266.76  (meters)          (10/07/05) GPS OBS
 AH7526  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AH7526
 AH7526  HORZ ORDER  -  FIRST
 AH7526  ELLP ORDER  -  FOURTH    CLASS II
 AH7526
 AH7526.The horizontal coordinates were established by GPS observations
 AH7526.and adjusted by the National Geodetic Survey in February 1999..
 AH7526
 AH7526.The orthometric height was determined by GPS observations and a
 AH7526.high-resolution geoid model.
 AH7526
 AH7526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7526
 AH7526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7526
 AH7526.The ellipsoidal height was determined by GPS observations
 AH7526.and is referenced to NAD 83.
 AH7526
 AH7526.The geoid height was determined by GEOID03.
 AH7526
 AH7526;                    North         East     Units Scale Factor Converg.
 AH7526;SPC OH S     -   250,416.145   598,478.236   MT  1.00005155   -0 00 40.9
 AH7526;UTM  17      - 4,457,233.405   370,915.553   MT  0.99980512   -0 58 51.6
 AH7526
 AH7526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7526!SPC OH S     -   0.99995815  x   1.00005155  =   1.00000970
 AH7526!UTM  17      -   0.99995815  x   0.99980512  =   0.99976328
 AH7526
 AH7526:                Primary Azimuth Mark                     Grid Az
 AH7526:SPC OH S     -  BURLINGTON TWP 2                         003 56 59.1
 AH7526:UTM  17      -  BURLINGTON TWP 2                         004 55 09.8
 AH7526
 AH7526|---------------------------------------------------------------------|
 AH7526| PID    Reference Object                     Distance      Geod. Az  |
 AH7526|                                                           dddmmss.s |
 AH7526| AH7524 BURLINGTON TWP 2                    APPROX. 1.2 KM 0035618.2 |
 AH7526|---------------------------------------------------------------------|
 AH7526
 AH7526                          SUPERSEDED SURVEY CONTROL
 AH7526
 AH7526  ELLIP H (02/25/99)  266.79   (m)                       GP(       ) 4 2
 AH7526
 AH7526.Superseded values are not recommended for survey control.
 AH7526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7526.See file dsdata.txt to determine how the superseded data were derived.
 AH7526
 AH7526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7091657233(NAD 83)
 AH7526_MARKER: DD = SURVEY DISK
 AH7526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7526_STAMPING: BURLINGTON TWP 4 1998
 AH7526_MARK LOGO: OH-089
 AH7526_PROJECTION: FLUSH
 AH7526_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7526+STABILITY: SURFACE MOTION
 AH7526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7526+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7526
 AH7526  HISTORY     - Date     Condition        Report By
 AH7526  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7526
 AH7526                          STATION DESCRIPTION
 AH7526
 AH7526'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7526'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7526'ABOUT 0.4 MILE (0.6 KM) NORTH OF THE TOWN OF HOMER.  TO REACH THE
 AH7526'STATION FROM THE INTERSECTION OF HOMER ROAD (CR 19) AND NORTH STREET
 AH7526'(SR 661) IN THE TOWN OF HOMER PROCEED NORTH ALONG NORTH STREET (SR
 AH7526'661) A DISTANCE OF 0.3 MILE (0.5 KM) TO THE STATION ON THE EAST SIDE
 AH7526'OF THE ROAD.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY
 AH7526'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE
 AH7526'GROUND SURFACE AND STAMPED BURLINGTON TWP 4 1998.  THE STATION IS 90.7
 AH7526'FEET (27.6 M) AZIMUTH 26 DEGREES TO A POWER POLE WITH NUMBER 288-7,
 AH7526'104.0 FEET (31.7 M) AZIMUTH 22 DEGREES TO A GAS MARKER WITH NUMBER
 AH7526'0400, 70.4 FEET (21.5 M) AZIMUTH 191 DEGREES TO A 24 INCH CMP CULVERT,
 AH7526'AND 21.5 FEET (6.6 M) EAST FROM THE CENTERLINE OF NORTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7527 ***********************************************************************
 AH7527  DESIGNATION -  BURLINGTON TWP 5
 AH7527  PID         -  AH7527
 AH7527  STATE/COUNTY-  OH/LICKING
 AH7527  USGS QUAD   -  HUNT (1984)
 AH7527
 AH7527                         *CURRENT SURVEY CONTROL
 AH7527  ___________________________________________________________________
 AH7527* NAD 83(1995)-  40 15 06.59186(N)    082 28 38.16591(W)     ADJUSTED  
 AH7527* NAVD 88     -       318.1    (meters)    1044.     (feet)  GPS OBS   
 AH7527  ___________________________________________________________________
 AH7527  X           -     638,220.079 (meters)                     COMP
 AH7527  Y           -  -4,832,945.206 (meters)                     COMP
 AH7527  Z           -   4,099,550.236 (meters)                     COMP
 AH7527  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AH7527  ELLIP HEIGHT-         284.23  (meters)          (10/07/05) GPS OBS
 AH7527  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AH7527
 AH7527  HORZ ORDER  -  FIRST
 AH7527  ELLP ORDER  -  FOURTH    CLASS II
 AH7527
 AH7527.The horizontal coordinates were established by GPS observations
 AH7527.and adjusted by the National Geodetic Survey in February 1999..
 AH7527
 AH7527.The orthometric height was determined by GPS observations and a
 AH7527.high-resolution geoid model.
 AH7527
 AH7527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7527
 AH7527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7527
 AH7527.The ellipsoidal height was determined by GPS observations
 AH7527.and is referenced to NAD 83.
 AH7527
 AH7527.The geoid height was determined by GEOID03.
 AH7527
 AH7527;                    North         East     Units Scale Factor Converg.
 AH7527;SPC OH S     -   249,996.308   601,934.095   MT  1.00005055   +0 00 51.9
 AH7527;UTM  17      - 4,456,755.283   374,362.948   MT  0.99979431   -0 57 16.8
 AH7527
 AH7527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7527!SPC OH S     -   0.99995541  x   1.00005055  =   1.00000596
 AH7527!UTM  17      -   0.99995541  x   0.99979431  =   0.99974973
 AH7527
 AH7527                          SUPERSEDED SURVEY CONTROL
 AH7527
 AH7527  ELLIP H (02/25/99)  284.27   (m)                       GP(       ) 4 2
 AH7527
 AH7527.Superseded values are not recommended for survey control.
 AH7527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7527.See file dsdata.txt to determine how the superseded data were derived.
 AH7527
 AH7527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7436356755(NAD 83)
 AH7527_MARKER: DD = SURVEY DISK
 AH7527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7527_STAMPING: BURLINGTON TWP 5 1998
 AH7527_MARK LOGO: OH-089
 AH7527_PROJECTION: FLUSH
 AH7527_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7527+STABILITY: SURFACE MOTION
 AH7527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7527+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7527
 AH7527  HISTORY     - Date     Condition        Report By
 AH7527  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7527
 AH7527                          STATION DESCRIPTION
 AH7527
 AH7527'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7527'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7527'ABOUT 1.5 MILES (2.4 KM) NORTHWEST OF THE TOWN OF UTICA.  TO REACH THE
 AH7527'STATION FROM THE INTERSECTION OF JOHNSTOWN-UTICA ROAD (US 62) AND
 AH7527'VERNON ROAD (SR 13) PROCEED WEST ALONG JOHNSTOWN-UTICA ROAD (US 62) A
 AH7527'DISTANCE OF 0.6 MILE (1.0 KM) TO ITS INTERSECTION WITH HOMER ROAD (CR
 AH7527'19) .  TURN RIGHT AND PROCEED NORTHWEST ALONG HOMER ROAD (CR 19) A
 AH7527'DISTANCE OF 1.0 MILE (1.6 KM) TO ITS INTERSECTION WITH JUSTIN ROAD
 AH7527'(T-67) .  TURN RIGHT AND PROCEED NORTH ALONG JUSTIN ROAD (T-67) A
 AH7527'DISTANCE OF 0.9 MILE (1.4 KM) TO ITS INTERSECTION WITH MELICK ROAD
 AH7527'(T-68) .  TURN RIGHT AND PROCEED SOUTHEAST ALONG MELICK ROAD (T-68) A
 AH7527'DISTANCE OF 0.1 MILE (0.2 KM) TO THE STATION ON THE SOUTH SIDE OF THE
 AH7527'ROAD.  THE STATION IS ON THE LEFT SIDE OF THE DRIVEWAY LEADING TO A
 AH7527'STORAGE TANK AREA.  THE STATION IS A STANDARD 3 1/4 INCH LICKING
 AH7527'COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH
 AH7527'WITH THE GROUND SURFACE AND STAMPED BURLINGTON TWP 5 1998.  THE
 AH7527'STATION IS 12.2 FEET (3.7 M) AZIMUTH 189 DEGREES TO A POWER POLE WITH
 AH7527'NUMBER 3A95-24, 28.3 FEET (8.6 M) AZIMUTH 55 DEGREES TO A TACK IN A
 AH7527'TREE, 62.6 FEET (19.1 M) AZIMUTH 0 DEGREES TO A TACK IN A TREE STUMP
 AH7527'ON THE NORTH SIDE OF MELICK ROAD, 46.0 FEET (14.0 M) SOUTHWEST FROM
 AH7527'THE CENTERLINE OF MELICK ROAD, AND 18.7 FEET (5.7 M) SOUTHEAST FROM
 AH7527'THE CENTERLINE OF A FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7547 ***********************************************************************
 AH7547  DESIGNATION -  BURLINGTON TWP 6
 AH7547  PID         -  AH7547
 AH7547  STATE/COUNTY-  OH/LICKING
 AH7547  USGS QUAD   -  FREDONIA (1984)
 AH7547
 AH7547                         *CURRENT SURVEY CONTROL
 AH7547  ___________________________________________________________________
 AH7547* NAD 83(1995)-  40 13 35.83091(N)    082 31 10.05115(W)     ADJUSTED  
 AH7547* NAVD 88     -       302.0    (meters)     991.     (feet)  GPS OBS   
 AH7547  ___________________________________________________________________
 AH7547  X           -     634,894.953 (meters)                     COMP
 AH7547  Y           -  -4,835,194.688 (meters)                     COMP
 AH7547  Z           -   4,097,402.719 (meters)                     COMP
 AH7547  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AH7547  ELLIP HEIGHT-         268.05  (meters)          (10/07/05) GPS OBS
 AH7547  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 AH7547
 AH7547  HORZ ORDER  -  FIRST
 AH7547  ELLP ORDER  -  FOURTH    CLASS II
 AH7547
 AH7547.The horizontal coordinates were established by GPS observations
 AH7547.and adjusted by the National Geodetic Survey in February 1999..
 AH7547
 AH7547.The orthometric height was determined by GPS observations and a
 AH7547.high-resolution geoid model.
 AH7547
 AH7547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7547
 AH7547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7547
 AH7547.The ellipsoidal height was determined by GPS observations
 AH7547.and is referenced to NAD 83.
 AH7547
 AH7547.The geoid height was determined by GEOID03.
 AH7547
 AH7547;                    North         East     Units Scale Factor Converg.
 AH7547;SPC OH S     -   247,196.659   598,343.784   MT  1.00004397   -0 00 44.4
 AH7547;UTM  17      - 4,454,017.433   370,726.699   MT  0.99980572   -0 58 53.1
 AH7547
 AH7547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7547!SPC OH S     -   0.99995795  x   1.00004397  =   1.00000192
 AH7547!UTM  17      -   0.99995795  x   0.99980572  =   0.99976368
 AH7547
 AH7547                          SUPERSEDED SURVEY CONTROL
 AH7547
 AH7547  ELLIP H (02/25/99)  268.08   (m)                       GP(       ) 4 2
 AH7547
 AH7547.Superseded values are not recommended for survey control.
 AH7547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7547.See file dsdata.txt to determine how the superseded data were derived.
 AH7547
 AH7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7072754017(NAD 83)
 AH7547_MARKER: DD = SURVEY DISK
 AH7547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7547_STAMPING: BURLINGTON TWP 6 1998
 AH7547_MARK LOGO: OH-089
 AH7547_PROJECTION: FLUSH
 AH7547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7547+STABILITY: SURFACE MOTION
 AH7547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7547+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7547
 AH7547  HISTORY     - Date     Condition        Report By
 AH7547  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7547
 AH7547                          STATION DESCRIPTION
 AH7547
 AH7547'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7547'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP IN LICKING COUNTY, OHIO,
 AH7547'AND IS LOCATED ABOUT 1.8 MILES (2.9 KM) SOUTH OF TOWN OF HOMER.  THE
 AH7547'STATION IS IN THE SOUTHEAST CORNER OF THE INTERSECTION OF
 AH7547'JOHNSTOWN-UTICA ROAD (US 62) AND NORTH STREET (SR 661) .  THE STATION
 AH7547'IS A STANDARD 3 1/4 INCH LICKING COUNTY DISK SET IN A POURED IN PLACE
 AH7547'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED BURLINGTON
 AH7547'TWP 6 1998.  THE STATION IS 71.0 FEET (21.6 M) AZIMUTH 356 DEGREES TO
 AH7547'A BOLT AT THE BASE OF A METAL LIGHT POLE, 61.6 FEET (18.8 M) AZIMUTH
 AH7547'350 DEGREES TO THE RIGHT POST OF A STOP SIGN ON THE EAST SIDE OF NORTH
 AH7547'STREET ROAD, 89.3 FEET (27.2 M) AZIMUTH 320 DEGREES TO THE RIGHT POST
 AH7547'OF A STOP SIGN ON THE WEST SIDE OF NORTH STREET, AND 31.8 FEET (9.7 M)
 AH7547'FROM THE CENTERLINE OF NORTH STREET ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7548 ***********************************************************************
 AH7548  DESIGNATION -  BURLINGTON TWP 7
 AH7548  PID         -  AH7548
 AH7548  STATE/COUNTY-  OH/LICKING
 AH7548  USGS QUAD   -  UTICA (1974)
 AH7548
 AH7548                         *CURRENT SURVEY CONTROL
 AH7548  ___________________________________________________________________
 AH7548* NAD 83(1995)-  40 13 20.17298(N)    082 29 01.83103(W)     ADJUSTED  
 AH7548* NAVD 88     -       319.3    (meters)    1048.     (feet)  GPS OBS   
 AH7548  ___________________________________________________________________
 AH7548  X           -     637,943.051 (meters)                     COMP
 AH7548  Y           -  -4,835,121.391 (meters)                     COMP
 AH7548  Z           -   4,097,045.122 (meters)                     COMP
 AH7548  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 AH7548  ELLIP HEIGHT-         285.34  (meters)          (10/07/05) GPS OBS
 AH7548  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AH7548
 AH7548  HORZ ORDER  -  FIRST
 AH7548  ELLP ORDER  -  FOURTH    CLASS II
 AH7548
 AH7548.The horizontal coordinates were established by GPS observations
 AH7548.and adjusted by the National Geodetic Survey in February 1999..
 AH7548
 AH7548.The orthometric height was determined by GPS observations and a
 AH7548.high-resolution geoid model.
 AH7548
 AH7548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7548
 AH7548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7548
 AH7548.The ellipsoidal height was determined by GPS observations
 AH7548.and is referenced to NAD 83.
 AH7548
 AH7548.The geoid height was determined by GEOID03.
 AH7548
 AH7548;                    North         East     Units Scale Factor Converg.
 AH7548;SPC OH S     -   246,713.627   601,375.373   MT  1.00004285   +0 00 36.9
 AH7548;UTM  17      - 4,453,483.341   373,748.955   MT  0.99979621   -0 57 30.0
 AH7548
 AH7548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7548!SPC OH S     -   0.99995524  x   1.00004285  =   0.99999809
 AH7548!UTM  17      -   0.99995524  x   0.99979621  =   0.99975146
 AH7548
 AH7548                          SUPERSEDED SURVEY CONTROL
 AH7548
 AH7548  ELLIP H (02/25/99)  285.38   (m)                       GP(       ) 4 2
 AH7548
 AH7548.Superseded values are not recommended for survey control.
 AH7548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7548.See file dsdata.txt to determine how the superseded data were derived.
 AH7548
 AH7548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7374953483(NAD 83)
 AH7548_MARKER: DD = SURVEY DISK
 AH7548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7548_STAMPING: BURLINGTON TWP 7 1998
 AH7548_MARK LOGO: OH-089
 AH7548_PROJECTION: FLUSH
 AH7548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7548+STABILITY: SURFACE MOTION
 AH7548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7548+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7548
 AH7548  HISTORY     - Date     Condition        Report By
 AH7548  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7548
 AH7548                          STATION DESCRIPTION
 AH7548
 AH7548'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7548'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7548'ABOUT 2.9 MILES (4.7 KM) SOUTHEAST OF TOWN OF HOMER.  TO REACH THE
 AH7548'STATION FROM THE INTERSECTION OF JOHNSTOWN-UTICA ROAD (US 62) AND MT
 AH7548'VERNON ROAD (SR 13) PROCEED WEST ALONG JOHNSTOWN-UTICA ROAD (US 62) A
 AH7548'DISTANCE OF 1.8 MILES (2.9 KM) TO ITS INTERSECTION WITH SMOKETOWN ROAD
 AH7548'(T-67) .  TURN LEFT AND PROCEED SOUTH ALONG SMOKETOWN ROAD (T-67) A
 AH7548'DISTANCE OF 0.6 MILE (1.0 KM) TO THE STATION ON THE LEFT. THE STATION
 AH7548'IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7548'PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED
 AH7548'BURLINGTON TWP 7 1998.  THE STATION IS 78.2 FEET (23.8 M) AZIMUTH 160
 AH7548'DEGREES TO A POWER POLE WITH THE NUMBER S7, 114.6 FEET (34.9 M)
 AH7548'AZIMUTH 180 DEGREES TO A POWER POLE WITH THE NUMBER 138FA/701 23 LP3,
 AH7548'69.0 FEET (21.0 M) AZIMUTH 330 DEGREES TO A POWER POLE WITH NO NUMBER,
 AH7548'AND 85.3 FEET (26.0 M) AZIMUTH 352 DEGREES TO A 30 INCH CMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7563 ***********************************************************************
 AH7563  DESIGNATION -  BURLINGTON TWP 8
 AH7563  PID         -  AH7563
 AH7563  STATE/COUNTY-  OH/LICKING
 AH7563  USGS QUAD   -  FREDONIA (1984)
 AH7563
 AH7563                         *CURRENT SURVEY CONTROL
 AH7563  ___________________________________________________________________
 AH7563* NAD 83(1995)-  40 11 50.52323(N)    082 31 05.94581(W)     ADJUSTED  
 AH7563* NAVD 88     -       342.6    (meters)    1124.     (feet)  GPS OBS   
 AH7563  ___________________________________________________________________
 AH7563  X           -     635,268.292 (meters)                     COMP
 AH7563  Y           -  -4,837,292.068 (meters)                     COMP
 AH7563  Z           -   4,094,948.351 (meters)                     COMP
 AH7563  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH7563  ELLIP HEIGHT-         308.64  (meters)          (10/07/05) GPS OBS
 AH7563  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 AH7563
 AH7563  HORZ ORDER  -  FIRST
 AH7563  ELLP ORDER  -  FOURTH    CLASS II
 AH7563
 AH7563.The horizontal coordinates were established by GPS observations
 AH7563.and adjusted by the National Geodetic Survey in February 1999..
 AH7563
 AH7563.The orthometric height was determined by GPS observations and a
 AH7563.high-resolution geoid model.
 AH7563
 AH7563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7563
 AH7563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7563
 AH7563.The ellipsoidal height was determined by GPS observations
 AH7563.and is referenced to NAD 83.
 AH7563
 AH7563.The geoid height was determined by GEOID03.
 AH7563
 AH7563;                    North         East     Units Scale Factor Converg.
 AH7563;SPC OH S     -   243,948.388   598,440.187   MT  1.00003658   -0 00 41.8
 AH7563;UTM  17      - 4,450,768.760   370,768.159   MT  0.99980559   -0 58 48.3
 AH7563
 AH7563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7563!SPC OH S     -   0.99995158  x   1.00003658  =   0.99998816
 AH7563!UTM  17      -   0.99995158  x   0.99980559  =   0.99975718
 AH7563
 AH7563                          SUPERSEDED SURVEY CONTROL
 AH7563
 AH7563  ELLIP H (02/25/99)  308.67   (m)                       GP(       ) 4 2
 AH7563
 AH7563.Superseded values are not recommended for survey control.
 AH7563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7563.See file dsdata.txt to determine how the superseded data were derived.
 AH7563
 AH7563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7076850769(NAD 83)
 AH7563_MARKER: DD = SURVEY DISK
 AH7563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7563_STAMPING: BURLINGTON TWP 8 1998
 AH7563_MARK LOGO: OH-089
 AH7563_PROJECTION: FLUSH
 AH7563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7563+STABILITY: SURFACE MOTION
 AH7563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7563+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7563
 AH7563  HISTORY     - Date     Condition        Report By
 AH7563  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7563
 AH7563                          STATION DESCRIPTION
 AH7563
 AH7563'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7563'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7563'ABOUT 3.8 MILES (6.1 KM) SOUTH OF THE TOWN OF HOMER.  TO REACH THE
 AH7563'STATION FROM THE INTERSECTION OF JOHNSTOWN-UTICA ROAD (US 62) AND
 AH7563'NORTH STREET (SR 661) PROCEED SOUTH ALONG NORTH STREET (SR 661) A
 AH7563'DISTANCE OF 2.0 MILE (3.2 KM) TO ITS INTERSECTION WITH SMOKETOWN ROAD
 AH7563'(T-67) AND THE STATION ON THE RIGHT IN THE SOUTHWEST CORNER OF THE
 AH7563'INTESECTION.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY
 AH7563'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE
 AH7563'GROUND SURFACE AND STAMPED BURLINGTON TWP 8 1998.  THE STATION IS 40.5
 AH7563'FEET (12.3 M) AZIMUTH 0 DEGREES TO A TELEPHONE PEDESTAL WITH THE
 AH7563'NUMBER 136FC/702 24, 5.6 FEET (1.7 M) AZIMUTH 25 DEGREES TO A STOP
 AH7563'SIGN, 100.0 FEET (30.5 M) AZIMUTH 282 DEGREES TO A LONE FENCE POST,
 AH7563'AND 6.1 FEET (1.9 M) AZIMUTH 79 DEGREES TO A 12 INCH CMP CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7564 ***********************************************************************
 AH7564  DESIGNATION -  BURLINGTON TWP 9
 AH7564  PID         -  AH7564
 AH7564  STATE/COUNTY-  OH/LICKING
 AH7564  USGS QUAD   -  UTICA (1974)
 AH7564
 AH7564                         *CURRENT SURVEY CONTROL
 AH7564  ___________________________________________________________________
 AH7564* NAD 83(1995)-  40 11 36.90995(N)    082 28 59.17388(W)     ADJUSTED  
 AH7564* NAVD 88     -       351.9    (meters)    1155.     (feet)  GPS OBS   
 AH7564  ___________________________________________________________________
 AH7564  X           -     638,277.586 (meters)                     COMP
 AH7564  Y           -  -4,837,176.405 (meters)                     COMP
 AH7564  Z           -   4,094,633.581 (meters)                     COMP
 AH7564  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AH7564  ELLIP HEIGHT-         317.90  (meters)          (10/07/05) GPS OBS
 AH7564  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 AH7564
 AH7564  HORZ ORDER  -  FIRST
 AH7564  ELLP ORDER  -  FOURTH    CLASS II
 AH7564
 AH7564.The horizontal coordinates were established by GPS observations
 AH7564.and adjusted by the National Geodetic Survey in February 1999..
 AH7564
 AH7564.The orthometric height was determined by GPS observations and a
 AH7564.high-resolution geoid model.
 AH7564
 AH7564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7564
 AH7564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7564
 AH7564.The ellipsoidal height was determined by GPS observations
 AH7564.and is referenced to NAD 83.
 AH7564
 AH7564.The geoid height was determined by GEOID03.
 AH7564
 AH7564;                    North         East     Units Scale Factor Converg.
 AH7564;SPC OH S     -   243,528.462   601,438.796   MT  1.00003564   +0 00 38.6
 AH7564;UTM  17      - 4,450,298.333   373,758.540   MT  0.99979618   -0 57 26.2
 AH7564
 AH7564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7564!SPC OH S     -   0.99995013  x   1.00003564  =   0.99998577
 AH7564!UTM  17      -   0.99995013  x   0.99979618  =   0.99974632
 AH7564
 AH7564                          SUPERSEDED SURVEY CONTROL
 AH7564
 AH7564  ELLIP H (02/25/99)  317.93   (m)                       GP(       ) 4 2
 AH7564
 AH7564.Superseded values are not recommended for survey control.
 AH7564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7564.See file dsdata.txt to determine how the superseded data were derived.
 AH7564
 AH7564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7375950298(NAD 83)
 AH7564_MARKER: DD = SURVEY DISK
 AH7564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7564_STAMPING: BURLINGTON TWP 9 1998
 AH7564_MARK LOGO: OH-089
 AH7564_PROJECTION: FLUSH
 AH7564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7564+STABILITY: SURFACE MOTION
 AH7564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7564+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7564
 AH7564  HISTORY     - Date     Condition        Report By
 AH7564  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7564
 AH7564                          STATION DESCRIPTION
 AH7564
 AH7564'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7564'THE STATION IS LOCATED IN BURLINGTON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7564'ABOUT 3.0 MILES (4.8 KM) SOUTHWEST OF THE TOWN OF UTICA.  TO REACH THE
 AH7564'STATION FROM THE INTERSECTION OF JOHNSTOWN-UTICA ROAD (US 62) AND
 AH7564'MOUNT VERNON ROAD (SR 13) IN UTICA PROCEED WEST ALONG JOHNSTOWN- UTICA
 AH7564'ROAD (US 62) A DISTANCE OF 0.3 MILE (0.5 KM) TO ITS INTERSECTION WITH
 AH7564'REYNOLDS ROAD (CR 17) .  TURN LEFT AND PROCEED SOUTH ALONG REYNOLDS
 AH7564'ROAD (CR 17) TO ITS INTERSECTION WITH CENTENNIAL ROAD (T-78) AND THE
 AH7564'STATION IN THE MIDDLE OF THE TRIANGULAR ISLAND. THE STATION IS A
 AH7564'STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7564'PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED
 AH7564'BURLINGTON TWP 9 1998.  THE STATION IS 61.9 FEET (18.9 M) AZIMUTH 165
 AH7564'DEGREES TO A STREET SIGN (CR17/T-78) , 49.7 FEET (15.1 M) AZIMUTH 75
 AH7564'DEGREES TO A STOP SIGN, AND 66.7 FEET (20.3 M) AZIMUTH 330 DEGREES TO
 AH7564'A POWER POLE WITH THE NUMBER 1D3/32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2068 ***********************************************************************
 KZ2068  DESIGNATION -  BURNS
 KZ2068  PID         -  KZ2068
 KZ2068  STATE/COUNTY-  OH/UNION
 KZ2068  USGS QUAD   -  PEORIA (1980)
 KZ2068
 KZ2068                         *CURRENT SURVEY CONTROL
 KZ2068  ___________________________________________________________________
 KZ2068* NAD 83(1995)-  40 15 28.10726(N)    083 29 10.81220(W)     ADJUSTED  
 KZ2068* NAVD 88     -       334.6    (meters)    1098.     (feet)  GPS OBS   
 KZ2068  ___________________________________________________________________
 KZ2068  X           -     552,962.572 (meters)                     COMP
 KZ2068  Y           -  -4,843,021.818 (meters)                     COMP
 KZ2068  Z           -   4,100,067.556 (meters)                     COMP
 KZ2068  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 KZ2068  ELLIP HEIGHT-         300.99  (meters)          (10/07/05) GPS OBS
 KZ2068  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KZ2068
 KZ2068  HORZ ORDER  -  FIRST
 KZ2068  ELLP ORDER  -  THIRD     CLASS I
 KZ2068
 KZ2068.The horizontal coordinates were established by GPS observations
 KZ2068.and adjusted by the National Geodetic Survey in March 2001..
 KZ2068
 KZ2068.The orthometric height was determined by GPS observations and a
 KZ2068.high-resolution geoid model.
 KZ2068
 KZ2068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2068
 KZ2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2068
 KZ2068.The ellipsoidal height was determined by GPS observations
 KZ2068.and is referenced to NAD 83.
 KZ2068
 KZ2068.The geoid height was determined by GEOID03.
 KZ2068
 KZ2068;                    North         East     Units Scale Factor Converg.
 KZ2068;SPC OH N     -    66,119.570   516,089.093   MT  1.00003825   -0 38 52.7
 KZ2068;SPC OH S     -   251,118.023   516,087.808   MT  1.00005214   -0 37 33.1
 KZ2068;UTM  17      - 4,459,337.740   288,556.281   MT  1.00015039   -1 36 26.4
 KZ2068
 KZ2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2068!SPC OH N     -   0.99995278  x   1.00003825  =   0.99999103
 KZ2068!SPC OH S     -   0.99995278  x   1.00005214  =   1.00000492
 KZ2068!UTM  17      -   0.99995278  x   1.00015039  =   1.00010317
 KZ2068
 KZ2068:                Primary Azimuth Mark                     Grid Az
 KZ2068:SPC OH N     -  JEWELL                                   074 50 58.8
 KZ2068:SPC OH S     -  JEWELL                                   074 49 39.2
 KZ2068:UTM  17      -  JEWELL                                   075 48 32.5
 KZ2068
 KZ2068|---------------------------------------------------------------------|
 KZ2068| PID    Reference Object                     Distance      Geod. Az  |
 KZ2068|                                                           dddmmss.s |
 KZ2068| KZ2067 JEWELL                              APPROX.12.1 KM 0741206.1 |
 KZ2068| KZ2060 MARYSVILLE COURTHOUSE STATUE        APPROX.10.3 KM 1033521.5 |
 KZ2068| KZ2059 MARYSVILLE TRINITY LUTH CHURCH      APPROX.10.7 KM 1034242.9 |
 KZ2068| KZ2063 MARYSVILLE NESTLES FOOD STACK       APPROX.10.0 KM 1080402.0 |
 KZ2068| KZ2066 MARYSVILLE WOMENS REFORM STACK      APPROX. 8.8 KM 1172608.7 |
 KZ2068| CF2961 BURNS RM 1                           41.051 METERS 13130     |
 KZ2068| CF2960 BURNS AZ MK                                        2524602.3 |
 KZ2068| CF2962 BURNS RM 2                           44.501 METERS 34317     |
 KZ2068|---------------------------------------------------------------------|
 KZ2068
 KZ2068                          SUPERSEDED SURVEY CONTROL
 KZ2068
 KZ2068  ELLIP H (03/16/01)  301.01   (m)                       GP(       ) 3 1
 KZ2068  NAD 83(1995)-  40 15 28.10766(N)    083 29 10.81234(W) AD(       ) 1
 KZ2068  ELLIP H (10/02/97)  301.01   (m)                       GP(       ) 3 1
 KZ2068  NAD 83(1986)-  40 15 28.11673(N)    083 29 10.82089(W) AD(       ) 1
 KZ2068  NAD 27      -  40 15 27.90700(N)    083 29 11.08900(W) AD(       ) 1
 KZ2068
 KZ2068.Superseded values are not recommended for survey control.
 KZ2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2068.See file dsdata.txt to determine how the superseded data were derived.
 KZ2068
 KZ2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8855659338(NAD 83)
 KZ2068_MARKER: DD = SURVEY DISK
 KZ2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2068_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ2068_STAMPING: BURNS 1933
 KZ2068_MARK LOGO: CGS   
 KZ2068_PROJECTION: PROJECTING 5 CENTIMETERS
 KZ2068_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2068+STABILITY: SURFACE MOTION
 KZ2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2068+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 KZ2068
 KZ2068  HISTORY     - Date     Condition        Report By
 KZ2068  HISTORY     - 1933     MONUMENTED       CGS
 KZ2068  HISTORY     - 1971     GOOD             LOCENG
 KZ2068  HISTORY     - 1978     GOOD             OHDT
 KZ2068  HISTORY     - 19970728 GOOD             WOOLPT
 KZ2068  HISTORY     - 20000705 GOOD             WOOLPT
 KZ2068
 KZ2068                          STATION DESCRIPTION
 KZ2068
 KZ2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ2068'STATION IS ON PASTURE
 KZ2068'LAND OWNED BY W.F.
 KZ2068'CLINE, ABOUT 6 MILES WEST OF MARYSVILLE, 1
 KZ2068'MILE SOUTHEAST OF POTTERSBURG, AND 1
 KZ2068'MILE SOUTH OF STATE HIGHWAY
 KZ2068'32.  THE MARK IS AT THE NORTHEAST SIDE OF AN OLD FIELD,
 KZ2068'ON THE
 KZ2068'HIGHEST POINT, 265 FEET, SOUTHEAST OF A LONE 12-INCH MAPLE TREE
 KZ2068'IN THE SOUTHEAST
 KZ2068'RIGHT-OF-WAY FENCE, 38 FEET SOUTHWEST OF THE
 KZ2068'PASTURE FENCE LINE, AND PROJECTS 2 INCHES.
 KZ2068'
 KZ2068'TO REACH FROM POTTERSBURG, GO SOUTHEAST ON GRAVEL ROAD TO
 KZ2068'CROSSROADS (AT
 KZ2068'AZIMUTH MARK), TRUCK CAN BE DRIVEN TO STATION
 KZ2068'BY CONTINUING SOUTHEAST TO FIRST
 KZ2068'BUILDINGS ON LEFT, THENCE
 KZ2068'THROUGH GATE AND OUT THROUGH PASTURE TO STATION.
 KZ2068'
 KZ2068'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 KZ2068'STANDARD BRONZE
 KZ2068'DISKS IN CONCRETE.
 KZ2068'
 KZ2068'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, IN THE PASTURE
 KZ2068'FENCE LINE, AND
 KZ2068'PROJECTS 3 INCHES.  REFERENCE MARK NO. 2 IS
 KZ2068'NORTH-NORTHWEST OF STATION, IN THE
 KZ2068'PASTURE FENCE LINE, 126 FEET
 KZ2068'SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, AND
 KZ2068'PROJECTS 5 INCHES.
 KZ2068'
 KZ2068'AZIMUTH MARK IS WEST OF STATION, IN THE WEST CORNER OF THE
 KZ2068'PASTURE AT THE
 KZ2068'CROSSROADS, 20 FEET SOUTHEAST OF CENTER LINE OF
 KZ2068'ONE ROAD, 30 FEET NORTHEAST OF
 KZ2068'ANOTHER, AND PROJECTS 2 INCHES.
 KZ2068
 KZ2068                          STATION RECOVERY (1971)
 KZ2068
 KZ2068'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (WHD)
 KZ2068'BURNS 1933 STATION MARK A STANDARD DISK.  RECOVERED EXCELLENT.
 KZ2068'STATION, REFERENCES, AND AZIMUTH MARK WERE ALL RECOVERED IN SOUND
 KZ2068'CONDITION.  DESCRIPTION IS ADEQUATE EXCEPTING THE STATION IS NOW
 KZ2068'4,061 FT. SOUTH OF U.S. 33.
 KZ2068
 KZ2068                          STATION RECOVERY (1978)
 KZ2068
 KZ2068'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1978 (RRH)
 KZ2068'BURNS RECOVERED GOOD.
 KZ2068'
 KZ2068'AZIMUTH MARK RECOVERED GOOD.
 KZ2068'
 KZ2068'R.M. 1 AND R.M. 2 RECOVERED GOOD.
 KZ2068'
 KZ2068'TO REACH FROM POTTERSBURG, GO SOUTHEAST ON BLACKTOP ROAD TO
 KZ2068'CROSSROADS (AT AZIMUTH MARK).  TURN LEFT ON TWP. ROAD 158 AND GO 950
 KZ2068'FEET.  MARK IS IN PASTURE FIELD 280 FEET RIGHT OF CENTERLINE OF
 KZ2068'ROAD.
 KZ2068'
 KZ2068'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHEAST OF
 KZ2068'POTTERSBURG.
 KZ2068
 KZ2068                          STATION RECOVERY (1997)
 KZ2068
 KZ2068'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (BBS)
 KZ2068'RECOVERED AS DESCRIBED.
 KZ2068
 KZ2068                          STATION RECOVERY (2000)
 KZ2068
 KZ2068'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (TEM)
 KZ2068'THE STATION IS LOCATED APPROXIMATELY 30.75 KM (19.1 MI) NORTHEAST OF
 KZ2068'URBANA,    26.57 KM (16.5 MI) SOUTHEAST OF BELLEFONTAINE, AND 9.98
 KZ2068'KM (6.2 MI)  WEST-NORTHWEST OF MARYSVILLE. THE STATION IS NORTH
 KZ2068'OF US ROUTE 33.
 KZ2068'TO REACH THE STATION FROM THE JUNCTION OF US ROUTES 33, 36 AND
 KZ2068'STATE ROUTE 4, PROCEED NORTHWEST ON ROUTE 33 FOR APPROXIMATELY
 KZ2068'10.47 KM (6.5 MI) TO THE HONDA PARKWAY EXIT AND TURN RIGHT OFF THE
 KZ2068'EXIT. PROCEED NORTH ON THE HONDA PARKWAY FOR0.161 KM (0.1 MI) TO
 KZ2068'THE JUNCTION WITH NORTHWEST PARKWAY. TURN RIGHT AND PROCEED
 KZ2068'3.06 KM (1.9 MI) TO THE STATION ON THE RIGHT.
 KZ2068'THE STATION IS APROXIMATLEY 59.13 M (193.95 FT) WEST OF MILE MARKER
 KZ2068'133-90, 47.40 M (155.47 FT) EAST-SOUTHEAST OF A POWER POLE, AND 14.37
 KZ2068'M
 KZ2068'(47.13 FT) SOUTH-SOUTHWEST OF THE CENTER LINE OF NORTHWEST
 KZ2068'PARKWAY. THE STATION IS A BRASS UNION COUNTY GPS DISK STAMPED
 KZ2068'--TWP 8 STATION 6-- SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 KZ2068'MONUMENT WITH AN IMBEDDED REBAR. THE STATION IS SET FLUSH WITH
 KZ2068'THE GROUND.
 KZ2068'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2171 ***********************************************************************
 JX2171  DESIGNATION -  BURNS
 JX2171  PID         -  JX2171
 JX2171  STATE/COUNTY-  OH/WASHINGTON
 JX2171  USGS QUAD   -  PARKERSBURG (1994)
 JX2171
 JX2171                         *CURRENT SURVEY CONTROL
 JX2171  ___________________________________________________________________
 JX2171* NAD 83(1995)-  39 19 32.90709(N)    081 35 07.45673(W)     ADJUSTED  
 JX2171* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 JX2171  ___________________________________________________________________
 JX2171  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 JX2171  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JX2171
 JX2171  HORZ ORDER  -  FIRST
 JX2171
 JX2171.The horizontal coordinates were established by classical geodetic methods
 JX2171.and adjusted by the National Geodetic Survey in April 1998..
 JX2171
 JX2171.The orthometric height was scaled from a topographic map.
 JX2171
 JX2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2171
 JX2171.The geoid height was determined by GEOID03.
 JX2171
 JX2171;                    North         East     Units Scale Factor Converg.
 JX2171;SPC OH S     -   147,581.404   678,857.113   MT  0.99993643   +0 34 49.2
 JX2171;SPC WV N     -    93,765.348   420,204.657   MT  0.99995439   -1 19 48.1
 JX2171;UTM  17      - 4,353,096.168   449,541.907   MT  0.99963135   -0 22 15.6
 JX2171
 JX2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2171!SPC OH S     -   0.99995741  x   0.99993643  =   0.99989384
 JX2171!SPC WV N     -   0.99995741  x   0.99995439  =   0.99991180
 JX2171!UTM  17      -   0.99995741  x   0.99963135  =   0.99958877
 JX2171
 JX2171|---------------------------------------------------------------------|
 JX2171| PID    Reference Object                     Distance      Geod. Az  |
 JX2171|                                                           dddmmss.s |
 JX2171| CF2688 BURNS RM 1                           24.720 METERS 00901     |
 JX2171| CF2687 BURNS AZ MK                                        1650322.1 |
 JX2171| CF2689 BURNS RM 2                           21.485 METERS 25347     |
 JX2171|---------------------------------------------------------------------|
 JX2171
 JX2171                          SUPERSEDED SURVEY CONTROL
 JX2171
 JX2171  NAD 83(1986)-  39 19 32.91065(N)    081 35 07.46292(W) AD(       ) 1
 JX2171  NAD 27      -  39 19 32.64100(N)    081 35 08.00900(W) AD(       ) 1
 JX2171
 JX2171.Superseded values are not recommended for survey control.
 JX2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2171.See file dsdata.txt to determine how the superseded data were derived.
 JX2171
 JX2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD4954253096(NAD 83)
 JX2171_MARKER: DS = TRIANGULATION STATION DISK
 JX2171_SETTING: 0 = UNSPECIFIED SETTING
 JX2171
 JX2171  HISTORY     - Date     Condition        Report By
 JX2171  HISTORY     - 1944     MONUMENTED       CGS
 JX2171  HISTORY     - 1963     GOOD             AEROS
 JX2171
 JX2171                          STATION DESCRIPTION
 JX2171
 JX2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2171'STATION IS LOCATED ON A HIGH, PARTLY WOODED HILL, ABOUT 8 MILES (AIR
 JX2171'LINE) SW OF MARIETTA, ABOUT 6
 JX2171'MILES (AIR LINE) NW OF PARKERSBURG, AND ON LAND
 JX2171'OWNED BY MR. BURNS.  IT IS 21 FEET W
 JX2171'OF A WOODEN WITNESS POST AND
 JX2171'30 FEET S OF A 10-INCH APPLE TREE.  THE DISK IS STAMPED
 JX2171'BURNS
 JX2171'1944.
 JX2171'
 JX2171'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX2171'DISKS SET IN
 JX2171'CONCRETE.
 JX2171'
 JX2171'REFERENCE MARK 1 IS 81.10 FEET (SLOPE DISTANCE) N OF THE STATION
 JX2171'AND 10 FEET SE OF
 JX2171'A 10-INCH APPLE TREE.  IT IS STAMPED
 JX2171'BURNS NO 1 1944.
 JX2171'
 JX2171'REFERENCE MARK 2 IS 70.49 FEET (SLOPE DISTANCE) WSW OF THE
 JX2171'STATION AND 4 FEET
 JX2171'W OF A N-S FENCELINE.  IT IS STAMPED BURNS
 JX2171'NO 2 1944.
 JX2171'
 JX2171'AZIMUTH MARK IS SSE OF THE STATION, 19 FEET W OF THE CENTER
 JX2171'LINE OF A ROAD, 2
 JX2171'FEET N OF A WOODEN WITNESS POST, AND 37 FEET
 JX2171'S OF THE DRIVEWAY LEADING TO THE
 JX2171'BURNS HOUSE.  IT IS STAMPED
 JX2171'BURNS 1944.
 JX2171'
 JX2171'TO REACH THE STATION FROM THE POST OFFICE IN MARIETTA, GO
 JX2171'S ON STATE HIGHWAY
 JX2171'7, CROSSING THE MUSKINGUM BRIDGE, FOR 9.5 MILES
 JX2171'TO A T-ROAD RIGHT (ABOUT 0.5 MILE
 JX2171'BEYOND A LARGE RED BRICK BUILDING
 JX2171'ON THE LEFT), TURN RIGHT AND GO 0.8 MILE TO A T-ROAD
 JX2171'LEFT,
 JX2171'TURN LEFT AND GO 0.95 MILE TO A LANE RIGHT LEADING TO THE BURNS
 JX2171'HOME AND THE
 JX2171'AZIMUTH MARK IN THE SW CORNER, TURN SHARP RIGHT INTO
 JX2171'LANE AND GO 0.2 MILE TO THE
 JX2171'BURNS HOUSE AND END OF TRUCK TRAVEL.
 JX2171'CONTINUE STRAIGHT AHEAD, PASSING THE HOUSE ON
 JX2171'THE LEFT, AND GO
 JX2171'UP HILL FOR ABOUT 0.15 MILE TO TOP OF HILL AND STATION.
 JX2171'
 JX2171'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JX2171
 JX2171                          STATION RECOVERY (1963)
 JX2171
 JX2171'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 JX2171'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1084 ***********************************************************************
 MC1084  DESIGNATION -  BURSLEY
 MC1084  PID         -  MC1084
 MC1084  STATE/COUNTY-  OH/LORAIN
 MC1084  USGS QUAD   -  SULLIVAN (1973)
 MC1084
 MC1084                         *CURRENT SURVEY CONTROL
 MC1084  ___________________________________________________________________
 MC1084* NAD 83(1995)-  41 06 53.70198(N)    082 14 49.97023(W)     ADJUSTED  
 MC1084* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 MC1084  ___________________________________________________________________
 MC1084  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 MC1084  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 MC1084
 MC1084  HORZ ORDER  -  THIRD
 MC1084
 MC1084.The horizontal coordinates were established by classical geodetic methods
 MC1084.and adjusted by the National Geodetic Survey in April 1998..
 MC1084
 MC1084.The orthometric height was scaled from a topographic map.
 MC1084
 MC1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1084
 MC1084.The geoid height was determined by GEOID03.
 MC1084
 MC1084;                    North         East     Units Scale Factor Converg.
 MC1084;SPC OH N     -   160,853.214   621,229.904   MT  0.99993948   +0 09 57.8
 MC1084;UTM  17      - 4,552,263.574   395,288.656   MT  0.99973494   -0 49 12.7
 MC1084
 MC1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1084!SPC OH N     -   0.99996050  x   0.99993948  =   0.99989998
 MC1084!UTM  17      -   0.99996050  x   0.99973494  =   0.99969545
 MC1084
 MC1084:                Primary Azimuth Mark                     Grid Az
 MC1084:SPC OH N     -  BURSLEY AZ MK                            089 57 26.7
 MC1084:UTM  17      -  BURSLEY AZ MK                            090 56 37.2
 MC1084
 MC1084|---------------------------------------------------------------------|
 MC1084| PID    Reference Object                     Distance      Geod. Az  |
 MC1084|                                                           dddmmss.s |
 MC1084| CF2963 BURSLEY AZ MK                                      0900724.5 |
 MC1084| CF2964 BURSLEY RM 1                         24.290 METERS 17537     |
 MC1084| CE5826 BURSLEY RM 2                         30.246 METERS 28032     |
 MC1084|---------------------------------------------------------------------|
 MC1084
 MC1084                          SUPERSEDED SURVEY CONTROL
 MC1084
 MC1084  NAD 83(1986)-  41 06 53.70961(N)    082 14 49.97973(W) AD(       ) 3
 MC1084  NAD 27      -  41 06 53.52747(N)    082 14 50.40195(W) AD(       ) 3
 MC1084
 MC1084.Superseded values are not recommended for survey control.
 MC1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1084.See file dsdata.txt to determine how the superseded data were derived.
 MC1084
 MC1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9528952264(NAD 83)
 MC1084_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1084
 MC1084  HISTORY     - Date     Condition        Report By
 MC1084  HISTORY     - 1959     MONUMENTED       CGS
 MC1084  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1084  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 MC1084
 MC1084                          STATION DESCRIPTION
 MC1084
 MC1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1084'THE STATION IS ABOUT 6-1/2 MILES NORTHWEST OF SULLIVAN, 4 MILES
 MC1084'SOUTHWEST OF WELLINGTON, ON PROPERTY
 MC1084'OWNED BY MR. G. BRENING.
 MC1084'
 MC1084'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
 MC1084'HIGHWAY 58 IN SULLIVAN, GO
 MC1084'NORTH ON HIGHWAY 58 FOR 4.8 MILES TO THE JUNCTION WITH STATE HIGHWAY
 MC1084'162 IN HUNTINGTON.  CONTINUE NORTH
 MC1084'ON HIGHWAY 58 FOR 0.9 MILE TO A SIDE ROAD ON THE LEFT.
 MC1084'TURN LEFT AND GO WEST ON BURSLEY ROAD 1.15 MILES
 MC1084'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MC1084'STRAIGHT AHEAD ON BURSLEY ROAD 0.2 MILE TO THE HOME OF MR. BRENING
 MC1084'ON THE LEFT AND THE
 MC1084'STATION.
 MC1084'
 MC1084'STATION MARKS ARE STANDARD DISKS STAMPED BURSLEY 1959.  THE SURFACE
 MC1084'DISK IS SET IN A SQUARE
 MC1084'CONCRETE POST WHICH IS 15 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 MC1084'IS 113 FEET NORTHWEST OF THE
 MC1084'NORTHWEST CORNER OF THE HOUSE, 41 FEET SOUTH OF THE CENTERLINE OF
 MC1084'BURSLEY ROAD, 41 FEET SOUTHEAST OF A
 MC1084'TELEPHONE POLE AND 33 FEET WEST OF A DRIVEWAY.  A
 MC1084'STANDARD METAL WITNESS POST WAS SET 16 FEET NORTH OF
 MC1084'THE MARK.  THE UNDERGROUND DISK IS
 MC1084'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 MC1084'THE GROUND.
 MC1084'
 MC1084'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BURSLEY NO. 1 1959, IS
 MC1084'SET IN A SQUARE CONCRETE POST
 MC1084'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 62 FEET WEST OF THE
 MC1084'NORTHWEST CORNER OF THE HOUSE,
 MC1084'26 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY AND 13
 MC1084'FEET SOUTHWEST OF AN 8-INCH LOCUST TREE.
 MC1084'
 MC1084'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BURSLEY NO. 2 1959, IS
 MC1084'SET IN A SQUARE CONCRETE POST
 MC1084'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 61 FEET WEST OF THE
 MC1084'TELEPHONE POLE AND 25 FEET SOUTH
 MC1084'OF THE CENTERLINE OF BURSLEY ROAD.
 MC1084'
 MC1084'AZIMUTH MARK, A STANDARD DISK STAMPED BURSLEY 1959, IS SET IN A
 MC1084'SQUARE CONCRETE POST FLUSH
 MC1084'WITH THE SURFACE OF THE GROUND.  IT IS 26 FEET SOUTH OF THE
 MC1084'CENTERLINE OF BURSLEY ROAD AND 2
 MC1084'FEET WEST OF A POWERLINE POLE.  A STANDARD METAL WITNESS POST WAS
 MC1084'SET 2 FEET SOUTHWEST OF THE MARK.
 MC1084
 MC1084                          STATION RECOVERY (1971)
 MC1084
 MC1084'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (ROS)
 MC1084'BURSLEY 1959 GOOD HAS WITNESS POST
 MC1084'
 MC1084'BURSLEY NO. 1 1959 GOOD IN LAWN NO WITNESS
 MC1084'
 MC1084'BURSLEY NO. 2 1959 GOOD SET WITNESS POST
 MC1084'
 MC1084'AZI. BURSLEY 1959 GOOD HAS WITNESS POST
 MC1084'
 MC1084'DESCRIPTION ACCURATE
 MC1084'
 MC1084'DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES S.W. OF WELLINGTON
 MC1084
 MC1084                          STATION RECOVERY (1996)
 MC1084
 MC1084'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC1084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1345 ***********************************************************************
 MC1345  DESIGNATION -  BURTON
 MC1345  PID         -  MC1345
 MC1345  STATE/COUNTY-  OH/SENECA
 MC1345  USGS QUAD   -  BLOOMVILLE (1988)
 MC1345
 MC1345                         *CURRENT SURVEY CONTROL
 MC1345  ___________________________________________________________________
 MC1345* NAD 83(1995)-  41 05 11.39471(N)    083 00 39.88193(W)     ADJUSTED  
 MC1345* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 MC1345  ___________________________________________________________________
 MC1345  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 MC1345  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 MC1345
 MC1345  HORZ ORDER  -  FIRST
 MC1345
 MC1345.The horizontal coordinates were established by classical geodetic methods
 MC1345.and adjusted by the National Geodetic Survey in April 1998..
 MC1345
 MC1345.The orthometric height was scaled from a topographic map.
 MC1345
 MC1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1345
 MC1345.The geoid height was determined by GEOID03.
 MC1345
 MC1345;                    North         East     Units Scale Factor Converg.
 MC1345;SPC OH N     -   157,792.394   557,059.452   MT  0.99993919   -0 20 08.7
 MC1345;UTM  17      - 4,550,307.991   331,081.750   MT  0.99995118   -1 19 19.2
 MC1345
 MC1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1345!SPC OH N     -   0.99995956  x   0.99993919  =   0.99989875
 MC1345!UTM  17      -   0.99995956  x   0.99995118  =   0.99991074
 MC1345
 MC1345|---------------------------------------------------------------------|
 MC1345| PID    Reference Object                     Distance      Geod. Az  |
 MC1345|                                                           dddmmss.s |
 MC1345| CE5829 BURTON RM 3                          34.045 METERS 04540     |
 MC1345| CE5827 BURTON RM 1                         100.115 METERS 14559     |
 MC1345| CE5828 BURTON RM 2 AZIMUTH                 339.362 METERS 26824     |
 MC1345|---------------------------------------------------------------------|
 MC1345
 MC1345                          SUPERSEDED SURVEY CONTROL
 MC1345
 MC1345  NAD 83(1986)-  41 05 11.40064(N)    083 00 39.89535(W) AD(       ) 1
 MC1345  NAD 27      -  41 05 11.19672(N)    083 00 40.20804(W) AD(       ) 1
 MC1345
 MC1345.Superseded values are not recommended for survey control.
 MC1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1345.See file dsdata.txt to determine how the superseded data were derived.
 MC1345
 MC1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3108250308(NAD 83)
 MC1345_MARKER: Z = SEE DESCRIPTION
 MC1345_SETTING: 0 = UNSPECIFIED SETTING
 MC1345_STAMPING: BURTON 1928
 MC1345_MARK LOGO: CGS   
 MC1345
 MC1345  HISTORY     - Date     Condition        Report By
 MC1345  HISTORY     - 1928     MONUMENTED       CGS
 MC1345  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MC1345
 MC1345                          STATION DESCRIPTION
 MC1345
 MC1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 MC1345'STATION IS 2 MILES DUE NORTH OF BLOOMVILLE, 2-3/4 MILES SOUTH OF
 MC1345'REPUBLIC ON LAND OWNED BY G.H.
 MC1345'BURTON, 271 E. MARKET STREET, TIFFIN OHIO AND RENTED
 MC1345'TO V.S. STACKEY.  THE STATION IS
 MC1345'1/4 MILE NORTHWEST OF HOUSE,
 MC1345'NEAR CENTER OF STUMPY, RECTANGULAR FIELD, USED AS A
 MC1345'SHEEP PASTURE.
 MC1345'
 MC1345'A 90-FOOT STEEL TOWER USED.
 MC1345'
 MC1345'MARKS STANDARD, SET IN CONCRETE.
 MC1345'
 MC1345'REFERENCE MARK NO. 1 (SOUTH) ON WEST SIDE OF NORTH-AND-SOUTH
 MC1345'FENCE.
 MC1345'
 MC1345'REFERENCE MARK NO. 2 (WEST) ON EAST SIDE OF ROUTE 62 ABOUT
 MC1345'300 YARDS NORTH OF
 MC1345'ENTRANCE TO MR. BURTONS HOUSE.
 MC1345
 MC1345                          STATION RECOVERY (1959)
 MC1345
 MC1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1345'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 MC1345'RECOVERED IN GOOD
 MC1345'CONDITION.  THE DIRECTIONS TO REFERENCE MARK NO. 1 AND REFERENCE MARK
 MC1345'NO. 2 WERE VERIFIED.  THE
 MC1345'DISTANCE TO REFERENCE MARK NO. 1 COULD NOT BE VERIFIED, THE 1959
 MC1345'DISTANCE BEING 0.026 METERS SHORTER
 MC1345'THAN THE 1928 DISTANCE.  THE DISTANCE TO REFERENCE
 MC1345'MARK NO. 2 WAS NOT MEASURED DUE TO A SOY BEAN CROP
 MC1345'BEING IN LINE.  REFERENCE
 MC1345'MARK NO. 3 WAS ESTABLISHED BY THIS PARTY AND REFERENCE MARK NO. 2 IS
 MC1345'NOW BEING USED AS AN AZIMUTH
 MC1345'MARK.
 MC1345'
 MC1345'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3 WERE MEASURED
 MC1345'HORIZONTALLY, WITH 30 METER
 MC1345'TAPES AND PULLING 5 KILOGRAMS TENSION.
 MC1345'
 MC1345'A COMPLETE NEW DESCRIPTION FOR ALL THE MARKS FOLLOWS-
 MC1345'
 MC1345'THE STATION IS IN A CULTIVATED FIELD ABOUT 7.0 MILES WEST OF ATTICA,
 MC1345'2.5 MILES SOUTH OF
 MC1345'REPUBLIC, 0.3 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 224 AND
 MC1345'STATE HIGHWAY 19 AND ON PROPERTY
 MC1345'OWNED BY MR. CARL W. GOODING WHO LIVES 0.2 MILE SOUTHWEST
 MC1345'OF THE STATION.
 MC1345'
 MC1345'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 224 AND STATE
 MC1345'HIGHWAY 4 IN ATTICA, GO
 MC1345'WEST ON HIGHWAY 224 FOR 7.0 MILES TO THE JUNCTION OF HIGHWAY 224 AND
 MC1345'STATE HIGHWAY 19.  TURN RIGHT AND
 MC1345'GO NORTH ON HIGHWAY 19 FOR 0.15 MILE TO MR. GOODINGS
 MC1345'HOUSE ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY
 MC1345'19 FOR 0.2 MILE TO REFERENCE MARK NO. 2
 MC1345'(AZIMUTH) ON THE RIGHT.  CONTINUE NORTH FOR ABOUT 20 YARDS TO A
 MC1345'FIELD APPROACH ON THE
 MC1345'RIGHT.  TURN RIGHT AND GO EAST ACROSS CULTIVATED FIELD FOR 0.2 MILE
 MC1345'TO THE STATION ON THE RIGHT.
 MC1345'
 MC1345'STATION MARK IS A STANDARD DISK STAMPED BURTON 1928.  IT IS SET IN A
 MC1345'SQUARE CONCRETE POST
 MC1345'WHICH PROJECTS 7 INCHES.  IT IS 43 FEET SOUTH OF A LONE 20-INCH ASH
 MC1345'TREE WITH A TRIANGLE BLAZE AND
 MC1345'28.5 FEET WEST OF THE EAST EDGE OF THE CULTIVATED
 MC1345'FIELD.
 MC1345'
 MC1345'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BURTON NO. 1 1928, IS
 MC1345'SET IN A SQUARE CONCRETE
 MC1345'POST WHICH PROJECTS 6 INCHES.  IT IS 4 FEET EAST OF THE
 MC1345'CULTIVATED FIELD AND 1.5 FEET WEST
 MC1345'OF A NORTH-SOUTH FENCE.
 MC1345'
 MC1345'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BURTON NO 3 1928, IS
 MC1345'SET IN A SQUARE CONCRETE
 MC1345'POST WHICH PROJECTS 5 INCHES.  IT IS IN A SMALL WOODED AREA ABOUT
 MC1345'75 FEET EAST OF THE EAST EDGE OF
 MC1345'THE CULTIVATED FIELD, 21 FEET NORTHEAST OF A 14-INCH
 MC1345'DECIDUOUS TREE WITH A TRIANGLE BLAZE AND 13.5 FEET
 MC1345'NORTHWEST OF A 12-INCH
 MC1345'HICKORY TREE WITH A TRIANGLE BLAZE.
 MC1345'
 MC1345'REFERENCE MARK NO. 2 (AZIMUTH MARK), A STANDARD DISK STAMPED BURTON
 MC1345'NO 2 1928, IS SET IN A
 MC1345'SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS 44 FEET NORTH OF
 MC1345'A POWERLINE POLE, 30.5 FEET EAST
 MC1345'OF THE CENTERLINE OF HIGHWAY 19 AND 1.8 FEET EAST OF
 MC1345'A NORTH-SOUTH FENCE.  A STANDARD METAL WITNESS
 MC1345'POST WAS SET 1.4 FEET WEST OF THE MARK.
 MC1345'
 MC1345'NOTE- A 123 FOOT TOWER IS REQUIRED TO SEE STATION BLACK 1928.  A
 MC1345'WATER TANK HAS BEEN BUILT ON
 MC1345'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2646 ***********************************************************************
 AE2646  DESIGNATION -  BURTON
 AE2646  PID         -  AE2646
 AE2646  STATE/COUNTY-  OH/AUGLAIZE
 AE2646  USGS QUAD   -  ELGIN (1960)
 AE2646
 AE2646                         *CURRENT SURVEY CONTROL
 AE2646  ___________________________________________________________________
 AE2646* NAD 83(1995)-  40 38 26.71048(N)    084 27 21.30815(W)     ADJUSTED  
 AE2646* NAVD 88     -       253.5    (meters)     832.     (feet)  GPS OBS   
 AE2646  ___________________________________________________________________
 AE2646  X           -     468,260.337 (meters)                     COMP
 AE2646  Y           -  -4,824,163.688 (meters)                     COMP
 AE2646  Z           -   4,132,375.688 (meters)                     COMP
 AE2646  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AE2646  ELLIP HEIGHT-         219.77  (meters)          (10/07/05) GPS OBS
 AE2646  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 AE2646
 AE2646  HORZ ORDER  -  FIRST
 AE2646  ELLP ORDER  -  FOURTH    CLASS I
 AE2646
 AE2646.The horizontal coordinates were established by GPS observations
 AE2646.and adjusted by the National Geodetic Survey in September 1997..
 AE2646
 AE2646.The orthometric height was determined by GPS observations and a
 AE2646.high-resolution geoid model.
 AE2646
 AE2646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2646
 AE2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2646
 AE2646.The ellipsoidal height was determined by GPS observations
 AE2646.and is referenced to NAD 83.
 AE2646
 AE2646.The geoid height was determined by GEOID03.
 AE2646
 AE2646;                    North         East     Units Scale Factor Converg.
 AE2646;SPC OH N     -   110,023.645   434,567.519   MT  0.99996674   -1 17 05.8
 AE2646;UTM  16      - 4,501,990.357   715,129.463   MT  1.00016969   +1 39 27.5
 AE2646
 AE2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2646!SPC OH N     -   0.99996553  x   0.99996674  =   0.99993227
 AE2646!UTM  16      -   0.99996553  x   1.00016969  =   1.00013521
 AE2646
 AE2646                          SUPERSEDED SURVEY CONTROL
 AE2646
 AE2646.No superseded survey control is available for this station.
 AE2646
 AE2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1512901990(NAD 83)
 AE2646_MARKER: DD = SURVEY DISK
 AE2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2646_STAMPING: BURTON
 AE2646_MARK LOGO: OHDT  
 AE2646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2646+STABILITY: SURFACE MOTION
 AE2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2646+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AE2646
 AE2646  HISTORY     - Date     Condition        Report By
 AE2646  HISTORY     - 1994     MONUMENTED       OHDT
 AE2646
 AE2646                          STATION DESCRIPTION
 AE2646
 AE2646'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AE2646'IN THE NORTHWEST QUARTER OF SECTION 6, TOWN 5 SOUTH, RANGE 4 EAST,
 AE2646'SALEM TOWNSHIP, AUGLAIZE COUNTY, OHIO.  TO REACH FROM THE AUGLAIZE
 AE2646'COUNTY COURT HOUSE IN WAPAKONETA, TRAVEL SOUTH ON DIXIE HIGHWAY FOR
 AE2646'0.8 MILES (1.3 KM) TI ITS INTERCHANGE WITH US 33, PROCEED WEST ON US
 AE2646'33 FOR 14.2 MILES (22.9 KM) TO ITS INTERSECTION WITH MERCER LINE ROAD,
 AE2646'PROCEED NORTH ON MERCER LINE ROAD FOR 3.8 MILES (6.1 KM) TO ITS
 AE2646'INTERSECTION WITH BARBER-WERNER ROAD.  THE MARK IS IN THE SOUTHEAST
 AE2646'QUADRANT OF THE INTERSECTION OF MERCER LINE ROAD AND BARBER-WERNER
 AE2646'ROAD, 18 FEET (5.5 M) SOUTH OF THE CENTERLINE OF BARBER-WERNER ROAD,
 AE2646'28 FEET (8.5 M) EAST OF THE CENTERLINE OF MERCER LINE ROAD, 7 FEET
 AE2646'(2.1 M) SOUTHEAST OF A STOP SIGN.  MARK IS AN ALUMINUM DISK IN A
 AE2646'CIRCULAR 18 INCH DIAMETER POURED CONCRETE MONUMENT WITH A METAL
 AE2646'SHACKLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2309 ***********************************************************************
 MB2309  DESIGNATION -  BURTON MUNICIPAL TANK
 MB2309  PID         -  MB2309
 MB2309  STATE/COUNTY-  OH/GEAUGA
 MB2309  USGS QUAD   -  BURTON (1966)
 MB2309
 MB2309                         *CURRENT SURVEY CONTROL
 MB2309  ___________________________________________________________________
 MB2309* NAD 83(1995)-  41 28 14.96071(N)    081 08 42.42851(W)     ADJUSTED  
 MB2309* NAVD 88     -                                                        
 MB2309  ___________________________________________________________________
 MB2309  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 MB2309  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB2309
 MB2309  HORZ ORDER  -  THIRD
 MB2309
 MB2309.The horizontal coordinates were established by classical geodetic methods
 MB2309.and adjusted by the National Geodetic Survey in April 1998..
 MB2309
 MB2309
 MB2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2309
 MB2309.The geoid height was determined by GEOID03.
 MB2309
 MB2309;                    North         East     Units Scale Factor Converg.
 MB2309;SPC OH N     -   201,226.151   713,169.488   MT  0.99996385   +0 53 24.3
 MB2309;UTM  17      - 4,591,035.122   487,882.527   MT  0.99960181   -0 05 46.0
 MB2309
 MB2309                          SUPERSEDED SURVEY CONTROL
 MB2309
 MB2309  NAD 83(1986)-  41 28 14.97104(N)    081 08 42.42622(W) AD(       ) 4
 MB2309  NAD 27      -  41 28 14.77575(N)    081 08 43.06781(W) AD(       ) 3
 MB2309
 MB2309.Superseded values are not recommended for survey control.
 MB2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2309.See file dsdata.txt to determine how the superseded data were derived.
 MB2309
 MB2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8788391035(NAD 83)
 MB2309
 MB2309  HISTORY     - Date     Condition        Report By
 MB2309  HISTORY     - 1951     MONUMENTED       CGS
 MB2309  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MB2309  HISTORY     - 1969     SEE DESCRIPTION  NM0030
 MB2309  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MB2309
 MB2309                          STATION DESCRIPTION
 MB2309
 MB2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2309'STATION IS LOCATED IN THE CENTER OF BURTON.  THE STATION IS A
 MB2309'4-LEGGED STEEL
 MB2309'STRUCTURE 125 FEET HIGH WITH A WATER TANK ATOP PAINTED SILVER WITH
 MB2309'THE LEGEND BURTON IN LARGE BLACK
 MB2309'LETTERS ON THE SIDE OF THE TANK.  THE POINT OF INTERSECTION
 MB2309'WAS THE BALL AT THE APEX OF THE ROOF OF THE
 MB2309'WATER TANK.
 MB2309
 MB2309                          STATION RECOVERY (1957)
 MB2309
 MB2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MB2309'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE
 MB2309'IN GOOD CONDITION.
 MB2309'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 MB2309
 MB2309                          STATION RECOVERY (1969)
 MB2309
 MB2309'RECOVERY NOTE BY CITY OF ALBUQUERQUE NEW MEXICO 1969
 MB2309'THE BURTON WATER TOWER WAS REMOVED IN 1962 OR 1963 AND REBUILT
 MB2309'ABOUT 400 FEET
 MB2309'NORTH OF ITS ORIGINAL LOCATION.
 MB2309'
 MB2309'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN CENTER OF BURTON
 MB2309
 MB2309                          STATION RECOVERY (1977)
 MB2309
 MB2309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2309'THE STATION WAS NOT RECOVERED, WITH DESCRIPTION IN QUAD
 MB2309'410812-1022.
 MB2309'
 MB2309'THE STATION IS DESTROYED, THE TANK HAS BEEN TORN DOWN AND
 MB2309'ONLY THE CONCRETE FOOTINGS REMAIN.
 MB2309'
 MB2309'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2311 ***********************************************************************
 MB2311  DESIGNATION -  BURTON MUNICIPAL WATER TANK 2
 MB2311  PID         -  MB2311
 MB2311  STATE/COUNTY-  OH/GEAUGA
 MB2311  USGS QUAD   -  BURTON (1966)
 MB2311
 MB2311                         *CURRENT SURVEY CONTROL
 MB2311  ___________________________________________________________________
 MB2311* NAD 83(1995)-  41 28 19.41599(N)    081 08 42.49405(W)     ADJUSTED  
 MB2311* NAVD 88     -                                                        
 MB2311  ___________________________________________________________________
 MB2311  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 MB2311  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 MB2311
 MB2311  HORZ ORDER  -  THIRD
 MB2311
 MB2311.The horizontal coordinates were established by classical geodetic methods
 MB2311.and adjusted by the National Geodetic Survey in April 1998..
 MB2311
 MB2311
 MB2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2311
 MB2311.The geoid height was determined by GEOID03.
 MB2311
 MB2311;                    North         East     Units Scale Factor Converg.
 MB2311;SPC OH N     -   201,363.555   713,165.832   MT  0.99996400   +0 53 24.3
 MB2311;UTM  17      - 4,591,172.519   487,881.238   MT  0.99960181   -0 05 46.0
 MB2311
 MB2311                          SUPERSEDED SURVEY CONTROL
 MB2311
 MB2311  NAD 83(1986)-  41 28 19.42616(N)    081 08 42.49208(W) AD(       ) 4
 MB2311  NAD 27      -  41 28 19.22972(N)    081 08 43.13431(W) AD(       ) 3
 MB2311
 MB2311.Superseded values are not recommended for survey control.
 MB2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2311.See file dsdata.txt to determine how the superseded data were derived.
 MB2311
 MB2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8788191173(NAD 83)
 MB2311_MARKER: Z = SEE DESCRIPTION
 MB2311_SETTING: 0 = UNSPECIFIED SETTING
 MB2311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2311+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 MB2311
 MB2311  HISTORY     - Date     Condition        Report By
 MB2311  HISTORY     - 1978     MONUMENTED       NGS
 MB2311  HISTORY     - 20060305 GOOD             GEOCAC
 MB2311
 MB2311                          STATION DESCRIPTION
 MB2311
 MB2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 MB2311'THE STATION IS THE APEX OF VENT ATOP THE BURTON MUNICIPAL
 MB2311'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP
 MB2311'AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR TUBULAR LEGS.  IT
 MB2311'IS SILVER IN COLOR AND APPROXIMATELY 130 FEET HIGH.
 MB2311'
 MB2311'IT IS LOCATED IN THE CENTER OF BURTON AT THE NORTH EDGE OF THE
 MB2311'CITY PARK WHICH IS LOCATED IN THE CENTER OF CIRCLE DRIVE, AND
 MB2311'155 FEET EAST OF THE CENTERLINE OF WEST PARK STREET.
 MB2311'
 MB2311'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 MB2311
 MB2311                          STATION RECOVERY (2006)
 MB2311
 MB2311'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6057 ***********************************************************************
 AB6057  CBN         -  This is a Cooperative Base Network Control Station.
 AB6057  DESIGNATION -  BUT 1
 AB6057  PID         -  AB6057
 AB6057  STATE/COUNTY-  OH/BUTLER
 AB6057  USGS QUAD   -  TRENTON (1987)
 AB6057
 AB6057                         *CURRENT SURVEY CONTROL
 AB6057  ___________________________________________________________________
 AB6057* NAD 83(1995)-  39 25 10.01320(N)    084 27 51.56401(W)     ADJUSTED  
 AB6057* NAVD 88     -       243.1    (meters)     798.     (feet)  GPS OBS   
 AB6057  ___________________________________________________________________
 AB6057  X           -     475,965.953 (meters)                     COMP
 AB6057  Y           -  -4,911,040.668 (meters)                     COMP
 AB6057  Z           -   4,028,531.762 (meters)                     COMP
 AB6057  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AB6057  ELLIP HEIGHT-         209.52  (meters)          (03/08/05) GPS OBS
 AB6057  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AB6057
 AB6057  HORZ ORDER  -  B
 AB6057  ELLP ORDER  -  FOURTH    CLASS II
 AB6057
 AB6057.The horizontal coordinates were established by GPS observations
 AB6057.and adjusted by the National Geodetic Survey in August 1996..
 AB6057
 AB6057.The orthometric height was determined by GPS observations and a
 AB6057.high-resolution geoid model.
 AB6057
 AB6057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6057
 AB6057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6057
 AB6057.The ellipsoidal height was determined by GPS observations
 AB6057.and is referenced to NAD 83.
 AB6057
 AB6057.The geoid height was determined by GEOID03.
 AB6057
 AB6057;                    North         East     Units Scale Factor Converg.
 AB6057;SPC OH S     -   159,417.271   430,871.123   MT  0.99993609   -1 14 47.0
 AB6057;UTM  16      - 4,366,393.055   718,280.362   MT  1.00018667   +1 36 38.8
 AB6057
 AB6057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6057!SPC OH S     -   0.99996713  x   0.99993609  =   0.99990322
 AB6057!UTM  16      -   0.99996713  x   1.00018667  =   1.00015379
 AB6057
 AB6057                          SUPERSEDED SURVEY CONTROL
 AB6057
 AB6057  ELLIP H (08/20/96)  209.57   (m)                       GP(       ) 4 2
 AB6057
 AB6057.Superseded values are not recommended for survey control.
 AB6057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6057.See file dsdata.txt to determine how the superseded data were derived.
 AB6057
 AB6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1828066393(NAD 83)
 AB6057_MARKER: I = METAL ROD
 AB6057_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6057_STAMPING: BUT 1
 AB6057_MARK LOGO: OHDT  
 AB6057_PROJECTION: FLUSH
 AB6057_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6057+STABILITY: SURFACE MOTION
 AB6057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6057+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB6057_ROD/PIPE-DEPTH: 3.7  meters
 AB6057_SLEEVE-DEPTH  : 0.8 meters
 AB6057
 AB6057  HISTORY     - Date     Condition        Report By
 AB6057  HISTORY     - 1993     MONUMENTED       OHDT
 AB6057
 AB6057                          STATION DESCRIPTION
 AB6057
 AB6057'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (JRM)
 AB6057'LOCATED AT THE OHIO DEPARTMENT OF TRANSPORTATION BUTLER COUNTY GARAGE
 AB6057'ON SR 4.  SR 4 SOUTH 1.3 KM (0.80 MI) FROM THE INTERSECTION WITH SR
 AB6057'747.  SR 4 NORTH 1.1 KM (0.70 MI) FROM THE INTERSECTION WITH LIBERTY
 AB6057'FAIRFIELD ROAD.  A DRIVEN ROD IN A STANDARD BOX.  MONUMENT IS LOCATED
 AB6057'44.5 M (146.0 FT) FROM THE WEST END OF THE GAS PUMP ISLAND, 48.8 M
 AB6057'(160.1 FT) NORTH OF THE WEST GATE POST, AND 25.3 M (83.0 FT) SOUTHWEST
 AB6057'OF THE FIRST LAMP POST NORTH OF THE GAS PUMPS. OWNERSHIP--STATE OF
 AB6057'OHIO, DEPARTMENT OF TRANSPORTATION, DISTRICT 8 DEPUTY DIRECTOR, SR
 AB6057'741, LEBANON, OHIO 45036.  THE MARK IS ACCESSIBLE ONLY BY ARRANGEMENT.
 AB6057'CONTACT THE ODOT BUTLER COUNTY SUPERINTENDENT, (513) 863-6609, FOR
 AB6057'ACCESS TO MARK.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A
 AB6057'REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH3501 ***********************************************************************
 AH3501  DESIGNATION -  BUT 2015
 AH3501  PID         -  AH3501
 AH3501  STATE/COUNTY-  OH/BUTLER
 AH3501  USGS QUAD   -  MIDDLETOWN (1981)
 AH3501
 AH3501                         *CURRENT SURVEY CONTROL
 AH3501  ___________________________________________________________________
 AH3501* NAD 83(1995)-  39 35 19.09849(N)    084 28 45.17823(W)     ADJUSTED  
 AH3501* NAVD 88     -       301.2    (meters)     988.     (feet)  GPS OBS   
 AH3501  ___________________________________________________________________
 AH3501  X           -     473,544.085 (meters)                     COMP
 AH3501  Y           -  -4,899,314.577 (meters)                     COMP
 AH3501  Z           -   4,043,062.995 (meters)                     COMP
 AH3501  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AH3501  ELLIP HEIGHT-         267.76  (meters)          (10/07/05) GPS OBS
 AH3501  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AH3501
 AH3501  HORZ ORDER  -  FIRST
 AH3501  ELLP ORDER  -  FOURTH    CLASS I
 AH3501
 AH3501.The horizontal coordinates were established by GPS observations
 AH3501.and adjusted by the National Geodetic Survey in September 1998..
 AH3501
 AH3501.The orthometric height was determined by GPS observations and a
 AH3501.high-resolution geoid model.
 AH3501
 AH3501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3501
 AH3501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3501
 AH3501.The ellipsoidal height was determined by GPS observations
 AH3501.and is referenced to NAD 83.
 AH3501
 AH3501.The geoid height was determined by GEOID03.
 AH3501
 AH3501;                    North         East     Units Scale Factor Converg.
 AH3501;SPC OH S     -   178,223.982   430,000.721   MT  0.99994224   -1 15 21.1
 AH3501;UTM  16      - 4,385,137.471   716,472.217   MT  1.00017697   +1 36 25.4
 AH3501
 AH3501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3501!SPC OH S     -   0.99995799  x   0.99994224  =   0.99990024
 AH3501!UTM  16      -   0.99995799  x   1.00017697  =   1.00013496
 AH3501
 AH3501|---------------------------------------------------------------------|
 AH3501| PID    Reference Object                     Distance      Geod. Az  |
 AH3501|                                                           dddmmss.s |
 AH3501| AH3495 MOT 1009                            373.517 METERS 00032     |
 AH3501|---------------------------------------------------------------------|
 AH3501
 AH3501                          SUPERSEDED SURVEY CONTROL
 AH3501
 AH3501  ELLIP H (09/29/98)  267.83   (m)                       GP(       ) 4 1
 AH3501
 AH3501.Superseded values are not recommended for survey control.
 AH3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3501.See file dsdata.txt to determine how the superseded data were derived.
 AH3501
 AH3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1647285137(NAD 83)
 AH3501_MARKER: DD = SURVEY DISK
 AH3501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3501_STAMPING: BUTLER CO. ENGINEERS CONTROL 2015
 AH3501_MARK LOGO: OH-017
 AH3501_PROJECTION: FLUSH
 AH3501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH3501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3501+STABILITY: SURFACE MOTION
 AH3501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3501+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH3501
 AH3501  HISTORY     - Date     Condition        Report By
 AH3501  HISTORY     - 1989     MONUMENTED       OH-017
 AH3501
 AH3501                          STATION DESCRIPTION
 AH3501
 AH3501'DESCRIBED BY BUTLER COUNTY OHIO 1989
 AH3501'DESCRIBED BY WOOLPERT IN 1998 (GTF). THE STATION IS LOCATED ABOUT 7.0
 AH3501'MI (11.3 KM) SOUTHWEST OF GERMANTOWN AND ABOUT 7.0 MI (11.3 KM)
 AH3501'SOUTHWEST OF FARMERSVILLE. TO REACH THE STATION FROM THE INTERSECTION
 AH3501'OF STATE ROUTE 725 AND PREBLE COUNTY LINE RD IN SOUTHWEST MONTGOMERY
 AH3501'COUNTY, GO SOUTH ALONG PREBLE COUNTY LINE RD FOR 3.0 MI (4.8 KM) TO
 AH3501'THE MONTGOMERY- BUTLER COUNTY LINE. CONTINUE SOUTH FOR APPROXIMATELY
 AH3501'FOR 270.0 FT (82.3 M) TO THE STATION ON THE RIGHT. THE MARK IS LOCATED
 AH3501'SOUTH OF A DRIVE LEADING TO A HOUSE (NO.10955). THE STATION IS 4.2 M
 AH3501'(13.8 FT) WEST OF THE CENTERLINE OF PREBLE COUNTY LINE RD, 7.1 M (23.3
 AH3501'FT) SOUTHEAST OF A DRY WELL, AND 3.7 M (12.1 FT) NORTHEAST OF A WATER
 AH3501'METER. THE DISK IS A STANDARD BRONZE DISK SET IN CONCRETE, STAMPED
 AH3501'BUTLER COUNTY ENGINEERS CONTROL 2015.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2006 ***********************************************************************
 JX2006  DESIGNATION -  BUTLER
 JX2006  PID         -  JX2006
 JX2006  STATE/COUNTY-  OH/MONROE
 JX2006  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2006
 JX2006                         *CURRENT SURVEY CONTROL
 JX2006  ___________________________________________________________________
 JX2006* NAD 83(1995)-  39 41 29.63141(N)    080 52 17.18369(W)     ADJUSTED  
 JX2006* NAVD 88     -       406.     (meters)    1332.     (feet)  SCALED    
 JX2006  ___________________________________________________________________
 JX2006  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 JX2006  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JX2006
 JX2006  HORZ ORDER  -  THIRD
 JX2006
 JX2006.The horizontal coordinates were established by classical geodetic methods
 JX2006.and adjusted by the National Geodetic Survey in April 1998..
 JX2006
 JX2006.The orthometric height was scaled from a topographic map.
 JX2006
 JX2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2006
 JX2006.The geoid height was determined by GEOID03.
 JX2006
 JX2006;                    North         East     Units Scale Factor Converg.
 JX2006;SPC OH S     -   189,047.435   739,678.185   MT  0.99995024   +1 02 00.1
 JX2006;SPC WV N     -   133,182.263   482,373.706   MT  0.99994139   -0 52 28.8
 JX2006;UTM  17      - 4,393,532.682   511,023.066   MT  0.99960150   +0 04 55.6
 JX2006
 JX2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2006!SPC OH S     -   0.99994161  x   0.99995024  =   0.99989185
 JX2006!SPC WV N     -   0.99994161  x   0.99994139  =   0.99988300
 JX2006!UTM  17      -   0.99994161  x   0.99960150  =   0.99954313
 JX2006
 JX2006|---------------------------------------------------------------------|
 JX2006| PID    Reference Object                     Distance      Geod. Az  |
 JX2006|                                                           dddmmss.s |
 JX2006| CX3346 BUTLER RM 1                          38.056 METERS 16357     |
 JX2006| CX3345 BUTLER AZ MK                                       1743420.6 |
 JX2006| CX3347 BUTLER RM 2                          47.372 METERS 24905     |
 JX2006|---------------------------------------------------------------------|
 JX2006
 JX2006                          SUPERSEDED SURVEY CONTROL
 JX2006
 JX2006  NAD 83(1986)-  39 41 29.63824(N)    080 52 17.19152(W) AD(       ) 3
 JX2006  NAD 27      -  39 41 29.36780(N)    080 52 17.83000(W) AD(       ) 3
 JX2006
 JX2006.Superseded values are not recommended for survey control.
 JX2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2006.See file dsdata.txt to determine how the superseded data were derived.
 JX2006
 JX2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1102393533(NAD 83)
 JX2006_MARKER: DS = TRIANGULATION STATION DISK
 JX2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2006
 JX2006  HISTORY     - Date     Condition        Report By
 JX2006  HISTORY     - 1963     MONUMENTED       CGS
 JX2006
 JX2006                          STATION DESCRIPTION
 JX2006
 JX2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2006'NO MEASUREMENT BETWEEN RMS, BECAUSE OF TERRAIN.
 JX2006'
 JX2006'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF NEW MARTINSVILLE,
 JX2006'WEST VIRGINIA, ABOUT 1-1/2
 JX2006'MILES NORTH OF HANNIBAL, ABOUT 1/2 MILE WEST OF THE OHIO RIVER, AND
 JX2006'ON THE PROPERTY OF MR. JAMES
 JX2006'BUTLER.  IT IS LOCATED ON THE SOUTH END OF A SMALL KNOLL, IN A
 JX2006'CULTIVATED FIELD, ABOUT 0.25 NORTHWEST
 JX2006'OF MR. BUTLERS HOME.  IT IS 151 FEET NORTH OF
 JX2006'THE CENTERLINE OF A GRAVELED ROAD, 124 FEET NORTHWEST OF
 JX2006'A WITNESS POST AND A POWER POLE,
 JX2006'AND 62 FEET NORTHEAST OF A POWER POLE.  THE MONUMENT IS 20 INCHES
 JX2006'UNDERGROUND AND THE DISK IS STAMPED
 JX2006'BUTLER 1963.
 JX2006'
 JX2006'TO REACH FROM THE WEST END OF THE BRIDGE OVER THE OHIO RIVER, IN THE
 JX2006'NORTH PART OF NEW MARTINSVILLE,
 JX2006'GO NORTH ON STATE HIGHWAY 7 FOR 0.55 MILE TO THE JUNCTION WITH STATE
 JX2006'HIGHWAY 536.  TURN LEFT AND GO
 JX2006'NORTHWESTERLY ON STATE HIGHWAY 536 FOR 3.05 MILES TO THE
 JX2006'JUNCTION WITH COUNTY ROAD 43 AT THE HILL TOP
 JX2006'COMMUNITY CENTER BUILDING ON THE LEFT.
 JX2006'TURN RIGHT AND GO NORTHERLY ON COUNTY ROAD 43 FOR 1.75 MILES TO
 JX2006'A Y-FORK.  TAKE THE RIGHT FORK
 JX2006'AND GO EASTERLY ON A GRAVELED ROAD FOR 0.3 MILE TO A CHURCH AND A
 JX2006'CEMETERY ON THE LEFT.  CONTINUE
 JX2006'SOUTHEASTERLY ON THE GRAVELED ROAD FOR 0.35 MILE TO A Y-FORK.
 JX2006'TAKE THE RIGHT FORK AND CONTINUE
 JX2006'SOUTHERLY ON A GRAVELED ROAD FOR 0.65 MILE TO A POINT
 JX2006'WHERE THE ROAD CROSSES THE HIGHEST POINT OF THE
 JX2006'RIDGE, AND THE STATION ON THE LEFT IN
 JX2006'A CULTIVATED FIELD.
 JX2006'
 JX2006'REFERENCE MARK 1 IS 15 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 JX2006'ROAD, 4 FEET SOUTHWEST OF THE
 JX2006'POWER POLE, AND 2 FEET SOUTHWEST OF THE WITNESS POST.  THE MONUMENT
 JX2006'IS FLUSH AND THE DISK IS STAMPED
 JX2006'BUTLER NO 1 1963.
 JX2006'
 JX2006'REFERENCE MARK 2 IS 95 FEET SOUTHWEST OF THE POWER POLE, AND 13 FEET
 JX2006'NORTHEAST OF THE CENTERLINE OF
 JX2006'THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JX2006'BUTLER NO 2 1963.
 JX2006'
 JX2006'THE AZIMUTH MARK IS LOCATED IN THE MEDIAN AT THE WEST END OF THE
 JX2006'BRIDGE OVER THE OHIO RIVER.
 JX2006'IT IS A STANDARD DISK STAMPED BUTLER 1963, CEMENTED IN A DRILLED HOLE
 JX2006'IN THE CONCRETE MEDIAN.  IT IS
 JX2006'65 FEET WEST OF THE WEST END OF THE BRIDGE, 12 FEET
 JX2006'NORTH OF THE CENTERLINE OF THE EAST BOUND LANE,
 JX2006'12 FEET SOUTH OF THE CENTERLINE OF THE
 JX2006'WEST BOUND LANE, AND 4 FEET EAST OF A ROAD SIGN, WITH A WITNESS
 JX2006'POST SIGN ON IT.
 JX2006'
 JX2006'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3273 ***********************************************************************
 KY3273  DESIGNATION -  BUTLER
 KY3273  PID         -  KY3273
 KY3273  STATE/COUNTY-  OH/COLUMBIANA
 KY3273  USGS QUAD   -  LISBON (1984)
 KY3273
 KY3273                         *CURRENT SURVEY CONTROL
 KY3273  ___________________________________________________________________
 KY3273* NAD 83(1995)-  40 51 29.69687(N)    080 52 14.12849(W)     ADJUSTED  
 KY3273* NAVD 88     -       421.23   (+/-2cm)    1382.0    (feet)  VERTCON   
 KY3273  ___________________________________________________________________
 KY3273  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 KY3273  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY3273
 KY3273  HORZ ORDER  -  FIRST
 KY3273  VERT ORDER  -  THIRD ? (See Below)
 KY3273
 KY3273.The horizontal coordinates were established by classical geodetic methods
 KY3273.and adjusted by the National Geodetic Survey in April 1998..
 KY3273
 KY3273.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3273.The vertical order pertains to the NGVD 29 superseded value.
 KY3273
 KY3273.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3273
 KY3273.The geoid height was determined by GEOID03.
 KY3273
 KY3273;                    North         East     Units Scale Factor Converg.
 KY3273;SPC OH N     -   133,603.448   737,368.450   MT  0.99994579   +1 04 13.6
 KY3273;UTM  17      - 4,523,029.622   510,906.759   MT  0.99960146   +0 05 04.8
 KY3273
 KY3273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3273!SPC OH N     -   0.99993923  x   0.99994579  =   0.99988503
 KY3273!UTM  17      -   0.99993923  x   0.99960146  =   0.99954072
 KY3273
 KY3273|---------------------------------------------------------------------|
 KY3273| PID    Reference Object                     Distance      Geod. Az  |
 KY3273|                                                           dddmmss.s |
 KY3273| CX3340 BUTLER RM 4                          10.007 METERS 00729     |
 KY3273| CX3337 BUTLER RM 1                          37.143 METERS 08324     |
 KY3273| CX3338 BUTLER RM 2                          40.548 METERS 15212     |
 KY3273| KY3285 WINONA RELAY TV TOWER               APPROX. 2.8 KM 2513854.4 |
 KY3273| KY3319 WASHINGTON CLEVELAND AWY BN 24      APPROX.12.8 KM 2623751.6 |
 KY3273| CX3339 BUTLER RM 3                          15.812 METERS 26924     |
 KY3273| CX3336 BUTLER AZ MK                                       3105009.3 |
 KY3273|---------------------------------------------------------------------|
 KY3273
 KY3273                          SUPERSEDED SURVEY CONTROL
 KY3273
 KY3273  NAD 83(1986)-  40 51 29.70223(N)    080 52 14.13292(W) AD(       ) 1
 KY3273  NAD 27      -  40 51 29.48700(N)    080 52 14.82800(W) AD(       ) 1
 KY3273  NGVD 29 (07/19/86)  421.38   (m)         1382.5    (f) LEVELING    3  
 KY3273
 KY3273.Superseded values are not recommended for survey control.
 KY3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3273.See file dsdata.txt to determine how the superseded data were derived.
 KY3273
 KY3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1090723030(NAD 83)
 KY3273_MARKER: DS = TRIANGULATION STATION DISK
 KY3273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3273
 KY3273  HISTORY     - Date     Condition        Report By
 KY3273  HISTORY     - 1950     MONUMENTED       CGS
 KY3273  HISTORY     - 1972     GOOD             LOCSUR
 KY3273  HISTORY     - 1972     GOOD             NGS
 KY3273
 KY3273                          STATION DESCRIPTION
 KY3273
 KY3273'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3273'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH-SOUTHWEST OF THE
 KY3273'CENTER OF SALEM, ON THE HIGHEST POINT OF A SMALL HILL ON THE WEST
 KY3273'SIDE OF WOODSDALE ROAD AND ON LAND OWNED AND OCCUPIED BY MR. J.A.
 KY3273'BARTCHY. IT IS 79 FEET NORTH OF THE NORTHEAST CORNER OF THE
 KY3273'BARTCHY FARM HOUSE, 20 FEET EAST OF THE NORTHEAST CORNER OF GARAGE
 KY3273'AND 33 FEET NORTH OF THE CENTER OF DRIVEWAY.  IT IS STAMPED BUTLER
 KY3273'1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KY3273'
 KY3273'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, SET IN THE
 KY3273'EAST END OF FIELD AND ON ABOUT THE SAME ELEVATION AS STATION MARK.
 KY3273'IT IS STAMPED BUTLER NO 1 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KY3273'
 KY3273'REFERENCE MARK NO 2 IS SOUTH-SOUTHEAST OF THE STATION, 15 FEET
 KY3273'EAST OF THE CENTER OF GRAVEL ROAD, 6 FEET NORTH OF POWER LINE POLE
 KY3273'AND ABOUT 1-1/2 FEET LOWER THAN STATION MARK.  IT IS STAMPED BUTLER
 KY3273'NO 2 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KY3273'
 KY3273'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHWEST OF THE STATION, 15
 KY3273'FEET EAST OF THE CENTER OF DIRT ROAD, 2 FEET SOUTH OF WITNESS POST
 KY3273'AND 2 FEET NORTH OF POWER LINE POLE.  IT IS STAMPED BUTLER 1950 AND
 KY3273'SET FLUSH WITH THE GROUND SURFACE.  TO REACH FROM THE STATION, GO
 KY3273'SOUTH FOR 0.1 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON
 KY3273'GRAVEL ROAD FOR 0.3 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO
 KY3273'NORTH ON DIRT ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT
 KY3273'AS DESCRIBED.
 KY3273'
 KY3273'TO REACH THE STATION FROM THE INTERSECTION OF STATE AND ELLSWORTH
 KY3273'STREETS IN SALEM, GO SOUTH ON ELLSWORTH STREET FOR 2.2 MILES TO
 KY3273'GRAVELED SIDE ROAD RIGHT, (WOODSDALE ROAD) TURN RIGHT AND
 KY3273'FOLLOW GRAVELED ROAD SOUTHWEST FOR 1.1 MILES TO THE J.A. BARTCHY
 KY3273'HOME ON THE RIGHT AND STATION AS DESCRIBED.
 KY3273'
 KY3273'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KY3273
 KY3273                          STATION RECOVERY (1972)
 KY3273
 KY3273'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 KY3273'RECOVERED BY ALLEGHENY SUR AND MAP
 KY3273'
 KY3273'STATION FOUND IN GOOD CONDITION.  IT IS DIRECTLY BENEATH A
 KY3273'200-GALLON GAS TANK MOUNTED ON 6-FOOT BENT.  RM 1 NOT FOUND, MAY
 KY3273'BURIED IN TILLED GROUND. RM 2 IN POOR CONDITION, ROAD IMPROVEMENT
 KY3273'LEFT MARK EXPOSED 2 FEET ABOVE SURFACE.  AZIMUTH MARK IN GOOD
 KY3273'CONDITION.
 KY3273
 KY3273                          STATION RECOVERY (1972)
 KY3273
 KY3273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KY3273'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN APPARENT
 KY3273'GOOD CONDITION. THE AZIMUTH MARK IS AT PRESENT OBSTRUCTED BY A PEACH
 KY3273'TREE IN LEAF AND HEAVY WITH FRUIT, AND THE TREE WAS NOT DISTURBED IN
 KY3273'ORDER TO MAKE THE MARK VISIBLE.  THE CONCRETE MONUMENT FOR REFERENCE
 KY3273'MARK NO. 2 WAS FOUND COMPLETELY EXPOSED BY GRADING OPERATIONS AND
 KY3273'THE DISK WAS RECOVERED.  A COMPLETE AND THOROUGH SEARCH WAS MADE
 KY3273'FOR REFERENCE MARK NO. 1 BUT IT COULD NOT
 KY3273'BE FOUND, AND IS BELIEVED DESTROYED BY THE BACKSLOPING OF A BANK
 KY3273'DURING THE GRADING OF WOODSDALE ROAD, AND
 KY3273'THE DISK WAS NOT RECOVERED.  TWO NEW REFERENCE MARK NO. 3 AND NO.
 KY3273'4 WERE ESTABLISHED THIS DATE.  THE STATION WAS OCCUPIED AND ALL
 KY3273'HORIZONTAL ANGLES OBSERVED
 KY3273'USING POSITIONED INTERSECTION STATION WINONA RELAY TELEVISION
 KY3273'TOWER AS THE INITIAL.
 KY3273'
 KY3273'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KY3273'
 KY3273'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH-SOUTHWEST OF SALEM,
 KY3273'ON THE HIGHEST POINT OF A SMALL HILL ALONG THE WEST SIDE OF WOODSDALE
 KY3273'ROAD, AND IS ON THE PROPERTY OF ESTELLA M. BARTCHY WHO GAVE PERMISSION
 KY3273'TO REPAIR THE STATION.
 KY3273'
 KY3273'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 45 AND 9,
 KY3273'AND U.S. HIGHWAY 62 (THIS IS WEST STATE STREET) IN SALEM, GO SOUTHERLY
 KY3273'ON STATE ROUTE 9 (THIS IS ELLSWORTH STREET) FOR 0.4 OF A MILE TO WHERE
 KY3273'STATE ROUTE 9 TURNS SHARP RIGHT.  HERE CONTINUE SOUTH AND
 KY3273'SOUTH-SOUTHWESTERLY ON ELLSWORTH STREET EXTENDED FOR 1.75 MILES TO
 KY3273'WOODSDALE ROAD ON THE RIGHT,
 KY3273'TURN RIGHT ON WOODSDALE ROAD AND GO SOUTHWESTERLY AND SOUTH FOR
 KY3273'1.1 MILES TO A GROUP OF FARM BUILDINGS AND THE STATION ON
 KY3273'THE RIGHT IN YARD OF FARMHOUSE AS DESCRIBED.
 KY3273'
 KY3273'THE STATION IS 96 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 KY3273'BRICK FARM HOUSE, 93 FEET WEST OF THE APPROXIMATE CENTER OF WOODSDALE
 KY3273'ROAD, 79 FEET NORTH OF THE NORTHEAST CORNER OF THE PORCH OF THE BRICK
 KY3273'HOUSE, 66 FEET NORTH-NORTHWEST OF A 10-INCH MAPLE TREE, 58 FEET
 KY3273'NORTH OF A 36-INCH WILLOW TREE, 36 FEET NORTH OF THE APPROXIMATE
 KY3273'CENTER OF A GRAVELED DRIVEWAY,
 KY3273'AND DIRECTLY UNDER A 300 GALLON ELEVATED GAS TANK.  IT IS A
 KY3273'STANDARD DISK SET IN THE TOP OF A 14-INCH, SQUARE, CONCRETE
 KY3273'MONUMENT ABOUT 3 INCHES BELOW THE SWARD AND THE DISK IS STAMPED
 KY3273'BUTLER 1950.
 KY3273'
 KY3273'REFERENCE MARK NO. 3 IS 146 FEET WEST OF THE APPROXIMATE CENTER OF
 KY3273'WOODSDALE ROAD, 89 FEET NORTH-NORTHWEST OF THE 36-INCH WILLOW TREE,
 KY3273'77 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH OF THE
 KY3273'BRICK HOUSE, 68 FEET NORTH OF THE NORTHWEST CORNER OF THE BRICK HOUSE,
 KY3273'AND 2.0 FEET NORTH OF THE SOUTH END OF A CONCRETE FOOTING.  IT IS
 KY3273'A STANDARD DISK CEMENTED IN A DRILL HOLE NEAR THE SOUTH END OF THE
 KY3273'EAST CONCRETE FOOTING OF AN OLD
 KY3273'MILK HOUSE, AND THE DISK IS STAMPED BUTLER 1950 NO 3 1972.  NO
 KY3273'NOTE.  NOTE- THIS MARK SET IN FOOTING AT REQUEST
 KY3273'OF PROPERTY OWNER.
 KY3273'
 KY3273'REFERENCE MARK NO. 4 IS 122 FEET NORTHEAST OF THE NORTHWEST
 KY3273'CORNER OF THE BRICK HOUSE, 111 FEET NORTH OF THE NORTHEAST CORNER
 KY3273'OF THE PORCH OF THE BRICK HOUSE, 92 FEET
 KY3273'WEST OF THE APPROXIMATE CENTER OF WOODSDALE ROAD, 91 FEET NORTH OF
 KY3273'THE 36-INCH WILLOW TREE, 69 FEET NORTH OF THE
 KY3273'APPROXIMATE CENTER OF THE GRAVELED DRIVE, AND IN THE NORTHEAST CORNER
 KY3273'OF A SMALL TENDED AREA OF THE YARD.  IT IS A STANDARD DISK SET IN
 KY3273'THE TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 KY3273'STAMPED BUTLER 1950 NO 4 1972.
 KY3273'
 KY3273'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 KY3273'REFERENCE MARK NO. 4 IS 65.21 FEET - 19.875 METERS.
 KY3273'
 KY3273'THE AZIMUTH MARK IS ABOUT 0.35 OF A MILE NORTHWEST OF THE STATION,
 KY3273'280 FEET NORTH OF THE NORTHWEST LEG OF POWER TRANSMISSION LINE TOWER
 KY3273'NO. 8462, 155 FEET SOUTH OF A 30-INCH MANHOLE COVER FOR A LARGE WATER
 KY3273'VALVE, 14 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 2.0
 KY3273'FEET NORTH OF A POWERLINE POLE, AND 1.3 FEET SOUTH OF A METAL
 KY3273'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 KY3273'12-INCH, SQUARE, CONCRETE MONUMENT
 KY3273'THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED BUTLER 1950.
 KY3273'
 KY3273'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY ON
 KY3273'WOODSDALE ROAD FOR 0.1 OF A MILE TO FAIRVIEW W. SCHOOL ROAD.  HERE
 KY3273'TURN RIGHT ON FAIRVIEW W. SCHOOL ROAD AND GO WESTERLY FOR 0.3 OF A
 KY3273'MILE TO A T ROAD RIGHT, TURN RIGHT ON THIS ROAD AND GO
 KY3273'NORTHERLY ON OILED AND GRAVELED ROAD FOR 0.35 OF A MILE TO THE
 KY3273'MARK ON THE RIGHT AS DESCRIBED.
 KY3273'
 KY3273'DUE TO ALL MARKS AT THE IMMEDIATE STATION SITE BEING IN MOWED AND
 KY3273'TENDED AREA, NO METAL WITNESS POST WERE SET.
 KY3273'
 KY3273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3.0 MILES
 KY3273'SSW. OF SALEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1810 ***********************************************************************
 KZ1810  DESIGNATION -  BUTLER
 KZ1810  PID         -  KZ1810
 KZ1810  STATE/COUNTY-  OH/RICHLAND
 KZ1810  USGS QUAD   -  OLIVESBURG (1981)
 KZ1810
 KZ1810                         *CURRENT SURVEY CONTROL
 KZ1810  ___________________________________________________________________
 KZ1810* NAD 83(1995)-  40 55 53.42822(N)    082 29 10.47678(W)     ADJUSTED  
 KZ1810* NAVD 88     -       374.     (meters)    1227.     (feet)  SCALED    
 KZ1810  ___________________________________________________________________
 KZ1810  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 KZ1810  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KZ1810
 KZ1810  HORZ ORDER  -  SECOND
 KZ1810
 KZ1810.The horizontal coordinates were established by classical geodetic methods
 KZ1810.and adjusted by the National Geodetic Survey in April 1998..
 KZ1810
 KZ1810.The orthometric height was scaled from a topographic map.
 KZ1810
 KZ1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1810
 KZ1810.The geoid height was determined by GEOID03.
 KZ1810
 KZ1810;                    North         East     Units Scale Factor Converg.
 KZ1810;SPC OH N     -   140,455.353   601,158.532   MT  0.99994195   +0 00 32.5
 KZ1810;UTM  17      - 4,532,217.198   374,873.323   MT  0.99979270   -0 58 25.9
 KZ1810
 KZ1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1810!SPC OH N     -   0.99994669  x   0.99994195  =   0.99988864
 KZ1810!UTM  17      -   0.99994669  x   0.99979270  =   0.99973940
 KZ1810
 KZ1810:                Primary Azimuth Mark                     Grid Az
 KZ1810:SPC OH N     -  BUTLER AZ MK                             093 21 35.8
 KZ1810:UTM  17      -  BUTLER AZ MK                             094 20 34.2
 KZ1810
 KZ1810|---------------------------------------------------------------------|
 KZ1810| PID    Reference Object                     Distance      Geod. Az  |
 KZ1810|                                                           dddmmss.s |
 KZ1810| CE5830 BUTLER AZ MK                                       0932208.3 |
 KZ1810| CE5831 BUTLER RM 1                           8.995 METERS 10040     |
 KZ1810| CE5833 BUTLER RM 3                                        11441     |
 KZ1810| CE5832 BUTLER RM 2                          23.936 METERS 16320     |
 KZ1810|---------------------------------------------------------------------|
 KZ1810
 KZ1810                          SUPERSEDED SURVEY CONTROL
 KZ1810
 KZ1810  NAD 83(1986)-  40 55 53.43386(N)    082 29 10.48729(W) AD(       ) 2
 KZ1810  NAD 27      -  40 55 53.23280(N)    082 29 10.87857(W) AD(       ) 2
 KZ1810
 KZ1810.Superseded values are not recommended for survey control.
 KZ1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1810.See file dsdata.txt to determine how the superseded data were derived.
 KZ1810
 KZ1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7487332217(NAD 83)
 KZ1810_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1810
 KZ1810  HISTORY     - Date     Condition        Report By
 KZ1810  HISTORY     - 1959     MONUMENTED       CGS
 KZ1810  HISTORY     - 1971     GOOD             OHHD
 KZ1810  HISTORY     - 1975     GOOD             NGS
 KZ1810
 KZ1810                          STATION DESCRIPTION
 KZ1810
 KZ1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1810'THE STATION IS ABOUT 1.5 MILES NORTHEAST OF THE SMALL VILLAGE OF
 KZ1810'SHENANDOAH, 6.5 MILES
 KZ1810'SOUTHEAST OF SHILOH, ALONG THE NORTH SIDE OF ADARIO W. RD. AND IN
 KZ1810'BUTLER TOWNSHIP.  THE PROPERTY IS
 KZ1810'OWNED BY MR. JIM SEATON.
 KZ1810'
 KZ1810'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 13 AND
 KZ1810'603 IN THE SMALL VILLAGE OF
 KZ1810'SHENANDOAH, GO NORTH ON HIGHWAY 13 FOR 1.4 MILES TO A CROSSROAD.
 KZ1810'TURN RIGHT AND GO EAST ON ADARIO W.
 KZ1810'RD. FOR 0.45 MILE TO THE TOP OF A SMALL RISE AND
 KZ1810'THE STATION ON THE LEFT.
 KZ1810'*
 KZ1810'STATION MARKS ARE
 KZ1810'STANDARD DISKS STAMPED BUTLER 1959.  THE SURFACE DISK IS SET
 KZ1810'IN A SQUARE CONCRETE POST WHICH
 KZ1810'PROJECTS 4 INCHES.  IT IS 34.5 FEET NORTH OF THE
 KZ1810'CENTERLINE OF ADARIO W. RD., 17 FEET NORTHWEST OF
 KZ1810'A TELEPHONE POLE AND 38.5 FEET
 KZ1810'SOUTHEAST OF A 3-FOOT BEECH TREE WITH A TRIANGLE-BLAZE.  A STANDARD
 KZ1810'METAL WITNESS POST WAS SET 2
 KZ1810'FEET WEST OF THE MARK.  THE UNDERGROUND DISK WAS SET IN AN IRREGULAR
 KZ1810'MASS OF CONCRETE 32 INCHES BELOW
 KZ1810'THE SURFACE OF THE GROUND.
 KZ1810'
 KZ1810'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BUTLER NO. 1 1959, IS
 KZ1810'SET IN A SQUARE CONCRETE
 KZ1810'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 20.5 FEET NORTH OF
 KZ1810'THE CENTERLINE OF ADARIO W. RD.,
 KZ1810'66.5 FEET WEST OF A TELEPHONE POLE AND 72.5 FEET
 KZ1810'EAST OF A TELEPHONE.
 KZ1810'
 KZ1810'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BUTLER NO. 2 1959, IS
 KZ1810'SET IN A SQUARE CONCRETE
 KZ1810'POST WHICH PROJECTS 3 INCHES.  IT IS 4 FEET NORTHWEST OF THE WEST
 KZ1810'SIDE OF THE GATE, 1.5 FEET NORTH OF
 KZ1810'A FENCE, 13 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY
 KZ1810'AND 40.5 FEET SOUTH OF THE CENTERLINE OF ADARIO
 KZ1810'W. RD..
 KZ1810'
 KZ1810'AZIMUTH MARK, A STANDARD DISK STAMPED BUTLER 1959, IS SET IN A SQUARE
 KZ1810'CONCRETE POST WHICH
 KZ1810'PROJECTS 5 INCHES.  IT IS 2 FEET NORTHWEST OF A POWERLINE POLE, 1
 KZ1810'FOOT NORTH OF AN EAST-WEST
 KZ1810'FENCE, 21 FEET SOUTH OF THE CENTERLINE OF ADARIO W. RD. AND
 KZ1810'71 FEET WEST OF THE CENTERLINE OF A
 KZ1810'DRIVEWAY.  A STANDARD METAL WITNESS POST WAS SET
 KZ1810'1.9 FEET EAST OF THE MARK.
 KZ1810'
 KZ1810'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON ADARIO W. RD.
 KZ1810'FOR 0.2 MILE TO THE
 KZ1810'AZIMUTH MARK ON THE RIGHT NEAR A POWERLINE POLE.
 KZ1810'
 KZ1810'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KZ1810
 KZ1810                          STATION RECOVERY (1971)
 KZ1810
 KZ1810'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1810'BUTLER 1959 RECOVERED GOOD - HAS WITNESS.
 KZ1810'
 KZ1810'BUTLER NO. 1-1959 RECOVERED POOR - NO WITNESS.
 KZ1810'
 KZ1810'BUTLER NO. 2-1959 RECOVERED GOOD - NO WITNESS.
 KZ1810'
 KZ1810'AZI. BUTLER 1959 RECOVERED GOOD - HAS WITNESS.
 KZ1810'
 KZ1810'DESCRIPTION ADEQUATE.
 KZ1810'
 KZ1810'REF. NO. 1 IS DAMAGED AND PLATE HAS BEEN PEELED BACK.  CAN BE
 KZ1810'RESET.
 KZ1810'
 KZ1810'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NE OF
 KZ1810'SHENANDOAH.
 KZ1810
 KZ1810                          STATION RECOVERY (1975)
 KZ1810
 KZ1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KZ1810'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 2 WERE FOUND IN
 KZ1810'GOOD CONDITION.  REFERENCE MARK 1 FOUND DESTROYED.  THE DISTANCE TO
 KZ1810'REFERENCE MARK 2 CHECKED.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS
 KZ1810'OBSTRUCTED BY BRUSH AND TREES.  REFERENCE MARK 3 WAS SET.  A NEW
 KZ1810'DESCRIPTION FOLLOWS--
 KZ1810'
 KZ1810'THE STATION IS LOCATED 6-1/2 MILES SOUTHEAST OF SHILOH, IN BUTLER
 KZ1810'TOWNSHIP, 3 FEET EAST OF A METAL WITNESS POST, 34 FEET NORTH OF THE
 KZ1810'CENTERLINE OF ADARIO W RD., 17 FEET NORTHWEST OF A TELEPHONE POLE
 KZ1810'AND 38 FEET SOUTHEAST OF A 36 INCH BEECH TREE.  THE MONUMENT
 KZ1810'PROJECTS 4 INCHES AND THE DISK IS STAMPED BUTLER 1959.
 KZ1810'
 KZ1810'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND
 KZ1810'603 AT SHENANDOAH, GO NORTH ON HIGHWAY 13 FOR 1.4 MILES TO A
 KZ1810'CROSSROAD.  TURN RIGHT AND GO EAST ON ADARIO W RD. FOR 0.45 MILE TO
 KZ1810'THE TOP OF A SMALL RISE AND THE STATION ON THE LEFT.  CONTINUE
 KZ1810'EAST ON THE ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KZ1810'
 KZ1810'REFERENCE MARK 2 IS 4 FEET NORTHWEST OF WEST GATE POST, 2 FEET
 KZ1810'NORTH OF FENCE, 13 FEET WEST OF THE CENTERLINE OF A DRIVEWAY
 KZ1810'AND 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT
 KZ1810'PROJECTS 3 INCHES AND THE DISK IS STAMPED BUTLER NO 2 1959.
 KZ1810'
 KZ1810'REFERENCE MARK 3 IS A STANDARD PRE CAST ALUMINUM MONUMENT, STAMPED
 KZ1810'BUTLER 1959 NO 3 1975, PROJECTING 1 INCH, 21 FEET EAST OF THE
 KZ1810'TELEPHONE POLE, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1
 KZ1810'FOOT WEST OF A METAL WITNESS POST.
 KZ1810'
 KZ1810'THE AZIMUTH MARK IS 2 FEET NORTHWEST OF A POWER POLE, 21 FEET SOUTH
 KZ1810'OF THE CENTERLINE OF THE ROAD, 71 FEET WEST OF THE CENTERLINE OF A
 KZ1810'DRIVEWAY AND 2 FEET WEST OF A METAL WITNESS POST.  THE MONUMENT
 KZ1810'PROJECTS 5 INCHES AND THE DISK IS STAMPED BUTLER 1959.
 KZ1810'
 KZ1810'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 KZ1810'NORTHEAST OF SHENANDOAH.
 KZ1810'
 KZ1810'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3177 ***********************************************************************
 JZ3177  DESIGNATION -  BUTTERFIELD
 JZ3177  PID         -  JZ3177
 JZ3177  STATE/COUNTY-  OH/HAMILTON
 JZ3177  USGS QUAD   -  SHANDON (1981)
 JZ3177
 JZ3177                         *CURRENT SURVEY CONTROL
 JZ3177  ___________________________________________________________________
 JZ3177* NAD 83(1995)-  39 18 09.90389(N)    084 42 50.37688(W)     ADJUSTED  
 JZ3177* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 JZ3177  ___________________________________________________________________
 JZ3177  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 JZ3177  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JZ3177
 JZ3177  HORZ ORDER  -  FIRST
 JZ3177
 JZ3177.The horizontal coordinates were established by classical geodetic methods
 JZ3177.and adjusted by the National Geodetic Survey in April 1998..
 JZ3177
 JZ3177.The orthometric height was scaled from a topographic map.
 JZ3177
 JZ3177.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3177
 JZ3177.The geoid height was determined by GEOID03.
 JZ3177
 JZ3177;                    North         East     Units Scale Factor Converg.
 JZ3177;SPC OH S     -   146,963.358   409,060.887   MT  0.99993692   -1 24 17.4
 JZ3177;SPC IN E     -   450,538.843   182,171.815   MT  1.00004977   +0 36 12.5
 JZ3177;SPC IN E     - 1,478,142.85    597,675.36   sFT  1.00004977   +0 36 12.5
 JZ3177;UTM  16      - 4,352,865.560   697,113.410   MT  1.00007841   +1 26 54.5
 JZ3177
 JZ3177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3177!SPC OH S     -   0.99997127  x   0.99993692  =   0.99990819
 JZ3177!SPC IN E     -   0.99997127  x   1.00004977  =   1.00002103
 JZ3177!UTM  16      -   0.99997127  x   1.00007841  =   1.00004967
 JZ3177
 JZ3177:                Primary Azimuth Mark                     Grid Az
 JZ3177:SPC OH S     -  BUTTERFIELD AZ MK                        088 01 47.8
 JZ3177:SPC IN E     -  BUTTERFIELD AZ MK                        086 01 17.9
 JZ3177:UTM  16      -  BUTTERFIELD AZ MK                        085 10 35.9
 JZ3177
 JZ3177|---------------------------------------------------------------------|
 JZ3177| PID    Reference Object                     Distance      Geod. Az  |
 JZ3177|                                                           dddmmss.s |
 JZ3177| CC8367 BUTTERFIELD AZ MK                                  0863730.4 |
 JZ3177| CC8368 BUTTERFIELD RM 1                     29.864 METERS 11931     |
 JZ3177| JZ3263 CINCINNATI INDIANAP AWY BN 1        APPROX. 7.4 KM 2240852.2 |
 JZ3177| CC8369 BUTTERFIELD RM 2                     30.782 METERS 26532     |
 JZ3177|---------------------------------------------------------------------|
 JZ3177
 JZ3177                          SUPERSEDED SURVEY CONTROL
 JZ3177
 JZ3177  NAD 83(1995)-  39 18 09.90943(N)    084 42 50.38483(W) AD(       ) 1
 JZ3177  NAD 83(1986)-  39 18 09.90778(N)    084 42 50.38743(W) AD(       ) 1
 JZ3177  NAD 27      -  39 18 09.71100(N)    084 42 50.56700(W) AD(       ) 1
 JZ3177
 JZ3177.Superseded values are not recommended for survey control.
 JZ3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3177.See file dsdata.txt to determine how the superseded data were derived.
 JZ3177
 JZ3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9711352866(NAD 83)
 JZ3177_MARKER: DS = TRIANGULATION STATION DISK
 JZ3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3177
 JZ3177  HISTORY     - Date     Condition        Report By
 JZ3177  HISTORY     - 1947     MONUMENTED       CGS
 JZ3177
 JZ3177                          STATION DESCRIPTION
 JZ3177
 JZ3177'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3177'STATION IS LOCATED ABOUT 6 MILES NORTH OF MIAMITOWN AND JUST SOUTH OF
 JZ3177'THE HAMILTON-BUTLER COUNTY LINE ABOUT 100 YARDS WEST OF MR. BRYAN
 JZ3177'BUTTERFIELDS FARM BUILDINGS ON THE EAST SLOPE OF A SMALL HILL. THERE
 JZ3177'IS HIGHER GROUND TO THE WEST AND THE NORTHWEST. THE MARK IS FLUSH
 JZ3177'WITH THE GROUND, 102 FEET EAST OF NORTH-SOUTH WOVEN WIRE FENCE AND
 JZ3177'44 FEET SOUTHEAST OF A 12-INCH LOCUST TREE. THE DISK IS
 JZ3177'STAMPED BUTTERFIELD 1947.
 JZ3177'
 JZ3177'REFERENCE MARK NO.1 IS 97.98 FEET SOUTHEAST OF THE STATION, 184 FEET
 JZ3177'EAST OF A NORTH-SOUTH WOVEN WIRE FENCE AND 19 FEET NORTHEAST OF
 JZ3177'A 12-INCH MAPLE TREE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 JZ3177'IS STAMPED BUTTERFIELD NO 1 1947.
 JZ3177'
 JZ3177'REFERENCE MARK NO.2 IS 100.99 FEET WEST OF THE STATION, 31 FEET NORTH
 JZ3177'OF A 3-FOOT SAWED-OFF STUMP AND 1 FOOT EAST OF A WOVEN WIRE
 JZ3177'FENCE. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JZ3177'BUTTERFIELD NO 2 1947.
 JZ3177'
 JZ3177'THE AZIMUTH MARK IS 0.6 MILE EAST OF THE STATION, 12 FEET WEST OF THE
 JZ3177'CENTERLINE OF PADDY RUN ROAD (OILED), 8 FEET EAST OF POWER POLE
 JZ3177'142H47 AND 9 FEET EAST OF THE NORTHEAST CORNER OF STEEL FENCE AROUND
 JZ3177'THE JOHN WILKINS HOME. THE MARK IS FLUSH WITH THE GROUND AND
 JZ3177'THE DISK IS STAMPED BUTTERFIELD 1947.
 JZ3177'
 JZ3177'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND BY-PASS
 JZ3177'U.S. HIGHWAY 50 AT THE TRAFFIC LIGHT IN MIAMITOWN, GO
 JZ3177'NORTH ON BY-PASS U.S.HIGHWAY 50 FOR 6.05 MILES TO WILLEY ROAD. TURN
 JZ3177'LEFT ON WILLEY ROAD AND GO WEST FOR 1.0 MILE TO PADDYS RUN ROAD.
 JZ3177'TURN RIGHT ON PADDYS RUN ROAD AND GO NORTH FOR 1.35 MILES TO MORGAN
 JZ3177'PASS ROAD AND THE COUNTY LINE. AT THIS POINT, GO WEST ON GRAVEL
 JZ3177'ROAD ALONG COUNTY LINE FOR 0.5 MILE TO MR. BUTTERFIELDS HOUSE AND
 JZ3177'GATE LEADING TO BARN. PASS THROUGH GATE, TURN RIGHT AND GO WEST
 JZ3177'UPHILL FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 JZ3177'
 JZ3177'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD
 JZ3177'FROM MR. BUTTERFIELDS HOUSE FOR 0.5 MILE TO MORGAN PASS ROAD AND
 JZ3177'PADDYS RUN ROAD. CONTINUE EAST, THEN SOUTH ON PADDYS RUN ROAD FOR 0.1
 JZ3177'MILE TO THE AZIMUTH MARK ON THE RIGHT AT LARGE WHITE HOUSE OF
 JZ3177'JOHN WILKINS.
 JZ3177'
 JZ3177'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3487 ***********************************************************************
 KY3487  DESIGNATION -  BYLER
 KY3487  PID         -  KY3487
 KY3487  STATE/COUNTY-  OH/WAYNE
 KY3487  USGS QUAD   -  RITTMAN (1994)
 KY3487
 KY3487                         *CURRENT SURVEY CONTROL
 KY3487  ___________________________________________________________________
 KY3487* NAD 83(1995)-  40 53 06.38063(N)    081 50 02.97258(W)     ADJUSTED  
 KY3487* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 KY3487  ___________________________________________________________________
 KY3487  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 KY3487  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KY3487
 KY3487  HORZ ORDER  -  SECOND
 KY3487
 KY3487.The horizontal coordinates were established by classical geodetic methods
 KY3487.and adjusted by the National Geodetic Survey in April 1998..
 KY3487
 KY3487.The orthometric height was scaled from a topographic map.
 KY3487
 KY3487.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3487
 KY3487.The geoid height was determined by GEOID03.
 KY3487
 KY3487;                    North         East     Units Scale Factor Converg.
 KY3487;SPC OH N     -   135,516.705   656,114.141   MT  0.99994419   +0 26 14.7
 KY3487;UTM  17      - 4,526,337.693   429,723.905   MT  0.99966079   -0 32 45.7
 KY3487
 KY3487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3487!SPC OH N     -   0.99994813  x   0.99994419  =   0.99989232
 KY3487!UTM  17      -   0.99994813  x   0.99966079  =   0.99960893
 KY3487
 KY3487|---------------------------------------------------------------------|
 KY3487| PID    Reference Object                     Distance      Geod. Az  |
 KY3487|                                                           dddmmss.s |
 KY3487| CF2691 BYLER RM 1                           60.307 METERS 11914     |
 KY3487| KY3494 ORRVILLE MUN LT WATER PLT STK       APPROX. 6.9 KM 1230603.1 |
 KY3487| KY3490 APPLE CREEK STATE HOSP TANK         APPROX.12.9 KM 1792110.9 |
 KY3487| KY3489 APPLE CREEK STATE HOSP STACK        APPROX.13.0 KM 1792830.2 |
 KY3487| CF2690 BYLER AZ MK                                        1861207.1 |
 KY3487| KY3497 SMITHVILLE MUNICIPAL TANK           APPROX. 3.2 KM 2200603.3 |
 KY3487| CF2692 BYLER RM 2                           32.884 METERS 27728     |
 KY3487|---------------------------------------------------------------------|
 KY3487
 KY3487                          SUPERSEDED SURVEY CONTROL
 KY3487
 KY3487  NAD 83(1986)-  40 53 06.38974(N)    081 50 02.97894(W) AD(       ) 2
 KY3487  NAD 27      -  40 53 06.18225(N)    081 50 03.48327(W) AD(       ) 2
 KY3487
 KY3487.Superseded values are not recommended for survey control.
 KY3487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3487.See file dsdata.txt to determine how the superseded data were derived.
 KY3487
 KY3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2972426338(NAD 83)
 KY3487_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3487
 KY3487  HISTORY     - Date     Condition        Report By
 KY3487  HISTORY     - 1959     MONUMENTED       CGS
 KY3487
 KY3487                          STATION DESCRIPTION
 KY3487
 KY3487'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3487'THE STATION IS ABOUT 2 MILES NORTHEAST OF SMITHVILLE, 350 FEET NORTH
 KY3487'OF MR. EARL BYLER FARM HOME
 KY3487'AND IN THE NORTHWEST CORNER OF SECTION 9, T 17 N, R. 12 W.
 KY3487'
 KY3487'TO REACH THE STATION FROM THE STOP LIGHT IN SMITHVILLE, GO NORTHEAST
 KY3487'ON STATE HIGHWAY 5 FOR
 KY3487'0.55 MILE TO A RAILROAD CROSSING.  CONTINUE NORTHEAST ON STATE
 KY3487'HIGHWAY 5 FOR 1.4 MILES TO A GRAVEL
 KY3487'SIDE ROAD ON THE LEFT.  BEAR SHARP LEFT AND GO WEST ON THE
 KY3487'GRAVEL ROAD (WAYNE COUNTY ROUTE 78) FOR 0.2
 KY3487'MILE TO A FARM ROAD ON THE RIGHT AND THE
 KY3487'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE
 KY3487'FARM ROAD FOR 0.25 MILES TO THE
 KY3487'FARM HOME OF MR. BYLER AND THE STATION AS DESCRIBED.
 KY3487'
 KY3487'STATION MARKS ARE STANDARD DISKS STAMPED BYLER 1959.  THE SURFACE
 KY3487'DISK IS SET IN A SQUARE
 KY3487'CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS
 KY3487'221 FEET NORTH OF THE NORTHEAST
 KY3487'CORNER OF A CONCRETE BLOCK BUILDING, 207 FEET EAST OF A 28-INCH
 KY3487'WILD CHERRY TREE, 177 FEET NORTHEAST OF
 KY3487'THE NORTHEAST CORNER OF A BARN AND 22 FEET SOUTH
 KY3487'OF AN EAST-WEST FENCELINE.  A STANDARD METAL WITNESS POST
 KY3487'WAS SET 22 FEET NORTH OF THE MARK.
 KY3487'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 KY3487'INCHES BELOW THE SURFACE OF THE
 KY3487'GROUND.
 KY3487'
 KY3487'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BYLER NO 1 1959, IS SET
 KY3487'IN A SQUARE CONCRETE POST
 KY3487'WHICH PROJECTS 6 INCHES.  IT IS 118 FEET SOUTH OF THE EAST-WEST
 KY3487'FENCELINE AND 1 FOOT NORTHWEST OF A
 KY3487'POWERLINE POLE.
 KY3487'
 KY3487'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BYLER NO 2 1959, IS SET
 KY3487'IN A SQUARE CONCRETE POST
 KY3487'WHICH PROJECTS 1 INCH.  IT IS 120 FEET NORTH OF THE NORTHEAST CORNER
 KY3487'OF THE BARN, 100 FEET EAST OF THE
 KY3487'CHERRY TREE AND 9 FEET SOUTH OF THE EAST-WEST FENCELINE.
 KY3487'
 KY3487'AZIMUTH MARK, A STANDARD DISK STAMPED BYLER 1959, IS SET IN A SQUARE
 KY3487'CONCRETE POST WHICH PROJECTS 6
 KY3487'INCHES.  IT IS 28 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 19
 KY3487'FEET EAST OF THE CENTERLINE OF THE
 KY3487'FARM ROAD AND 17 FEET SOUTH OF A TELEPHONE POLE.  A
 KY3487'STANDARD METAL WITNESS POST WAS SET 2 FEET SOUTH OF
 KY3487'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7174 ***********************************************************************
 DG7174  CBN         -  This is a Cooperative Base Network Control Station.
 DG7174  DESIGNATION -  BYW2
 DG7174  PID         -  DG7174
 DG7174  STATE/COUNTY-  OH/WILLIAMS
 DG7174  USGS QUAD   -  BRYAN (1977)
 DG7174
 DG7174                         *CURRENT SURVEY CONTROL
 DG7174  ___________________________________________________________________
 DG7174* NAD 83(1995)-  41 27 45.56500(N)    084 31 36.63772(W)     ADJUSTED  
 DG7174* NAVD 88     -       222.3    (meters)     729.     (feet)  GPS OBS   
 DG7174  ___________________________________________________________________
 DG7174  X           -     456,568.365 (meters)                     COMP
 DG7174  Y           -  -4,765,042.910 (meters)                     COMP
 DG7174  Z           -   4,201,189.720 (meters)                     COMP
 DG7174  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 DG7174  ELLIP HEIGHT-         188.19  (meters)          (09/23/04) GPS OBS
 DG7174  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DG7174
 DG7174  HORZ ORDER  -  A
 DG7174  ELLP ORDER  -  FOURTH    CLASS I
 DG7174
 DG7174.The horizontal coordinates were established by GPS observations
 DG7174.and adjusted by the National Geodetic Survey in September 2004..
 DG7174
 DG7174.The orthometric height was determined by GPS observations and a
 DG7174.high-resolution geoid model.
 DG7174
 DG7174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7174
 DG7174.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7174
 DG7174.The ellipsoidal height was determined by GPS observations
 DG7174.and is referenced to NAD 83.
 DG7174
 DG7174.The geoid height was determined by GEOID03.
 DG7174
 DG7174;                    North         East     Units Scale Factor Converg.
 DG7174;SPC OH N     -   201,407.678   430,690.657   MT  0.99996286   -1 19 53.5
 DG7174;UTM  16      - 4,593,070.997   706,543.019   MT  1.00012502   +1 38 17.3
 DG7174
 DG7174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7174!SPC OH N     -   0.99997048  x   0.99996286  =   0.99993334
 DG7174!UTM  16      -   0.99997048  x   1.00012502  =   1.00009550
 DG7174
 DG7174                          SUPERSEDED SURVEY CONTROL
 DG7174
 DG7174.No superseded survey control is available for this station.
 DG7174
 DG7174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL0654393071(NAD 83)
 DG7174_MARKER: DD = SURVEY DISK
 DG7174_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DG7174_SP_SET: PUMP STATION
 DG7174_STAMPING: BYW2 NGS FPS 2003
 DG7174_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7174+STABILITY: POSITION/ELEVATION WELL
 DG7174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7174+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7174
 DG7174  HISTORY     - Date     Condition        Report By
 DG7174  HISTORY     - 2003     MONUMENTED       LOCENG
 DG7174
 DG7174                          STATION DESCRIPTION
 DG7174
 DG7174'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (DWH)
 DG7174'THE STATION IS LOCATED ABOUT 1.5 MI SOUTHEAST OF THE CITY OF BRYAN, AT
 DG7174'THE WASTE WATER  TREATMENT PLANT.
 DG7174' 
 DG7174'TO REACH FROM THE JUNCTION OF STATE ROUTES 15 AND 34 IN BRYAN, GO EAST
 DG7174'FOR 0.75 MI ON  STATE ROUTE 34 TO COUNTY ROAD 15 (UNION ST).  TURN
 DG7174'RIGHT AND GO SOUTH FOR 1.0 MI ON  COUNTY ROAD 15 TO COUNTY ROAD 15C
 DG7174'(EVANSPORT RD).  TURN LEFT AND GO EASTERLY FOR 0.5 MI  ON EVANSPORT
 DG7174'ROAD TO THE WATER TREATMENT PLANT ON THE NORTH SIDE OF THE ROAD.
 DG7174' 
 DG7174'THE STATION IS TOWARD THE REAR (NORTH) OF THE FACILITY, A DISK SET IN
 DG7174'THE TOP NORTHEAST  CORNER OF A SQUARE CONCRETE STRUCTURE ABOUT 1 FT
 DG7174'ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1341 ***********************************************************************
 MB1341  DESIGNATION -  C
 MB1341  PID         -  MB1341
 MB1341  STATE/COUNTY-  OH/SUMMIT
 MB1341  USGS QUAD   -  AKRON WEST (1994)
 MB1341
 MB1341                         *CURRENT SURVEY CONTROL
 MB1341  ___________________________________________________________________
 MB1341* NAD 83(1986)-  41 03 32.     (N)    081 34 54.     (W)     SCALED    
 MB1341* NAVD 88     -       323.485  (meters)    1061.30   (feet)  ADJUSTED  
 MB1341  ___________________________________________________________________
 MB1341  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MB1341  DYNAMIC HT  -         323.342 (meters)    1060.83  (feet)  COMP
 MB1341  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 MB1341
 MB1341  VERT ORDER  -  FIRST     CLASS II
 MB1341
 MB1341.The horizontal coordinates were scaled from a topographic map and have
 MB1341.an estimated accuracy of +/- 6 seconds.
 MB1341
 MB1341.The orthometric height was determined by differential leveling
 MB1341.and adjusted by the National Geodetic Survey in June 1991..
 MB1341
 MB1341.The geoid height was determined by GEOID03.
 MB1341
 MB1341.The dynamic height is computed by dividing the NAVD 88
 MB1341.geopotential number by the normal gravity value computed on the
 MB1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1341.degrees latitude (g = 980.6199 gals.).
 MB1341
 MB1341.The modeled gravity was interpolated from observed gravity values.
 MB1341
 MB1341;                    North         East    Units  Estimated Accuracy
 MB1341;SPC OH N     -   155,010.      677,190.      MT  (+/- 180 meters Scaled)
 MB1341
 MB1341                          SUPERSEDED SURVEY CONTROL
 MB1341
 MB1341  NGVD 29 (??/??/92)  323.683  (m)         1061.95   (f) ADJ UNCH    1 2
 MB1341
 MB1341.Superseded values are not recommended for survey control.
 MB1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1341.See file dsdata.txt to determine how the superseded data were derived.
 MB1341
 MB1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF511454(NAD 83)
 MB1341_MARKER: DD = SURVEY DISK
 MB1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1341_SP_SET: CULVERT
 MB1341_STAMPING: C
 MB1341_MARK LOGO: OH-153
 MB1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1341
 MB1341  HISTORY     - Date     Condition        Report By
 MB1341  HISTORY     - UNK      MONUMENTED       OH-153
 MB1341  HISTORY     - 1963     GOOD             CGS
 MB1341
 MB1341                          STATION DESCRIPTION
 MB1341
 MB1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1341'AT AKRON.
 MB1341'AT AKRON, IN THE WESTERN PART OF THE CITY, ALONG ROMIG ROAD,
 MB1341'110 YARDS SOUTH OF THE T JUNCTION OF ROMIG ROAD AND STATE
 MB1341'HIGHWAY 261 (WOOSTER ROAD), SET ON THE TOP OF THE NORTH END
 MB1341'OF THE WEST CONCRETE HEAD WALL OF A 24 INCH PIPE CULVERT UNDER
 MB1341'ROMIG ROAD, 17.7 FEET WEST OF THE CENTER LINE OF ROMIG ROAD AND
 MB1341'1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0537 ***********************************************************************
 MC0537  DESIGNATION -  C 1
 MC0537  PID         -  MC0537
 MC0537  STATE/COUNTY-  OH/WOOD
 MC0537  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 MC0537
 MC0537                         *CURRENT SURVEY CONTROL
 MC0537  ___________________________________________________________________
 MC0537* NAD 83(1986)-  41 25 09.     (N)    083 44 26.     (W)     SCALED    
 MC0537* NAVD 88     -       203.719  (meters)     668.37   (feet)  ADJUSTED  
 MC0537  ___________________________________________________________________
 MC0537  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0537  DYNAMIC HT  -         203.634 (meters)     668.09  (feet)  COMP
 MC0537  MODELED GRAV-     980,203.0   (mgal)                       NAVD 88
 MC0537
 MC0537  VERT ORDER  -  FIRST     CLASS I
 MC0537
 MC0537.The horizontal coordinates were scaled from a topographic map and have
 MC0537.an estimated accuracy of +/- 6 seconds.
 MC0537
 MC0537.The orthometric height was determined by differential leveling
 MC0537.and adjusted by the National Geodetic Survey in June 1991..
 MC0537.WARNING-Repeat measurements at this control monument indicate possible
 MC0537.vertical movement.
 MC0537
 MC0537.The geoid height was determined by GEOID03.
 MC0537
 MC0537.The dynamic height is computed by dividing the NAVD 88
 MC0537.geopotential number by the normal gravity value computed on the
 MC0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0537.degrees latitude (g = 980.6199 gals.).
 MC0537
 MC0537.The modeled gravity was interpolated from observed gravity values.
 MC0537
 MC0537;                    North         East    Units  Estimated Accuracy
 MC0537;SPC OH N     -   195,350.      496,300.      MT  (+/- 180 meters Scaled)
 MC0537
 MC0537                          SUPERSEDED SURVEY CONTROL
 MC0537
 MC0537  NGVD 29 (??/??/92)  203.912  (m)          669.00   (f) ADJ UNCH    1 1
 MC0537
 MC0537.Superseded values are not recommended for survey control.
 MC0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0537.See file dsdata.txt to determine how the superseded data were derived.
 MC0537
 MC0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF709889(NAD 83)
 MC0537_MARKER: DB = BENCH MARK DISK
 MC0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0537_SP_SET: BUILDING
 MC0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0537
 MC0537  HISTORY     - Date     Condition        Report By
 MC0537  HISTORY     - UNK      MONUMENTED       CGS
 MC0537  HISTORY     - 1968     GOOD             NGS
 MC0537  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC0537  HISTORY     - 19930719 MARK NOT FOUND   NGS
 MC0537
 MC0537                          STATION DESCRIPTION
 MC0537
 MC0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0537'AT TONTOGANY.
 MC0537'AT TONTOGANY, ABOUT 65 YARDS WEST ALONG MAIN STREET FROM THE
 MC0537'CROSSING OF MAIN TRACK OF THE BALTIMORE AND OHIO RAILROAD, AT
 MC0537'THE INTERSECTION OF MAIN AND BROAD STREET, A 1-INCH OUTLINED
 MC0537'SQUARE ON TOP OF THE NORTHWEST CORNER OF THE METAL PLATE AT THE
 MC0537'BASE OF A METAL COLUMN AT THE WEST SIDE OF THE MAIN STREET
 MC0537'ENTRANCE TO A TWO-STORIED BRICK BUILDING WITH GLASS FRONT, 13.2
 MC0537'FEET SOUTH OF THE SOUTH CURB OF MAIN STREET, 7.6 FEET EAST OF THE
 MC0537'NORTHWEST CORNER OF THE BUILDING AND 0.8 FOOT ABOVE THE LEVEL
 MC0537'OF THE SIDEWALK.  SEC 5, T 5N, R 10E.
 MC0537
 MC0537                          STATION RECOVERY (1984)
 MC0537
 MC0537'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0537'MARK NOT FOUND.
 MC0537
 MC0537                          STATION RECOVERY (1993)
 MC0537
 MC0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0595 ***********************************************************************
 MB0595  DESIGNATION -  C 109
 MB0595  PID         -  MB0595
 MB0595  STATE/COUNTY-  OH/MAHONING
 MB0595  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0595
 MB0595                         *CURRENT SURVEY CONTROL
 MB0595  ___________________________________________________________________
 MB0595* NAD 83(1986)-  41 06 38.     (N)    080 38 06.     (W)     SCALED    
 MB0595* NAVD 88     -       259.662  (meters)     851.91   (feet)  ADJUSTED  
 MB0595  ___________________________________________________________________
 MB0595  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB0595  DYNAMIC HT  -         259.542 (meters)     851.51  (feet)  COMP
 MB0595  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 MB0595
 MB0595  VERT ORDER  -  SECOND    CLASS 0
 MB0595
 MB0595.The horizontal coordinates were scaled from a topographic map and have
 MB0595.an estimated accuracy of +/- 6 seconds.
 MB0595
 MB0595.The orthometric height was determined by differential leveling
 MB0595.and adjusted by the National Geodetic Survey in June 1991..
 MB0595
 MB0595.The geoid height was determined by GEOID03.
 MB0595
 MB0595.The dynamic height is computed by dividing the NAVD 88
 MB0595.geopotential number by the normal gravity value computed on the
 MB0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0595.degrees latitude (g = 980.6199 gals.).
 MB0595
 MB0595.The modeled gravity was interpolated from observed gravity values.
 MB0595
 MB0595;                    North         East    Units  Estimated Accuracy
 MB0595;SPC OH N     -   162,010.      756,630.      MT  (+/- 180 meters Scaled)
 MB0595
 MB0595                          SUPERSEDED SURVEY CONTROL
 MB0595
 MB0595  NGVD 29 (??/??/92)  259.843  (m)          852.50   (f) ADJ UNCH    2 0
 MB0595
 MB0595.Superseded values are not recommended for survey control.
 MB0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0595.See file dsdata.txt to determine how the superseded data were derived.
 MB0595
 MB0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF306510(NAD 83)
 MB0595_MARKER: DB = BENCH MARK DISK
 MB0595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0595_SP_SET: PIER COLUMN FOUNDATION
 MB0595_STAMPING: C 109 1935
 MB0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0595
 MB0595  HISTORY     - Date     Condition        Report By
 MB0595  HISTORY     - 1935     MONUMENTED       CGS
 MB0595  HISTORY     - 1950     GOOD             NGS
 MB0595  HISTORY     - 20060123 MARK NOT FOUND   GEOCAC
 MB0595
 MB0595                          STATION DESCRIPTION
 MB0595
 MB0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0595'AT YOUNGSTOWN.
 MB0595'ABOUT 2.1 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM ITS
 MB0595'STATION AT YOUNGSTOWN, AT THE U.S. HIGHWAY 62 OVERPASS OVER THE
 MB0595'TRACKS.  IT IS IN THE TOP OF THE FOUNDATION OF THE SOUTH COLUMN
 MB0595'OF THE EAST MIDDLE PIER, 45 FEET EAST OF THE EAST RAIL OF THE
 MB0595'NORTH BOUND TRACK AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A
 MB0595'STANDARD DISK CEMENTED IN A DRILLED HOLE.
 MB0595
 MB0595                          STATION RECOVERY (2006)
 MB0595
 MB0595'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0595'THE BRIDGE HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0594 ***********************************************************************
 MB0594  DESIGNATION -  C 109 RESET
 MB0594  PID         -  MB0594
 MB0594  STATE/COUNTY-  OH/MAHONING
 MB0594  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0594
 MB0594                         *CURRENT SURVEY CONTROL
 MB0594  ___________________________________________________________________
 MB0594* NAD 83(1986)-  41 06 38.     (N)    080 38 06.     (W)     SCALED    
 MB0594* NAVD 88     -       259.53   (+/-2cm)     851.5    (feet)  VERTCON   
 MB0594  ___________________________________________________________________
 MB0594  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB0594
 MB0594  VERT ORDER  -  THIRD (See Below)
 MB0594
 MB0594.The horizontal coordinates were scaled from a topographic map and have
 MB0594.an estimated accuracy of +/- 6 seconds.
 MB0594
 MB0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB0594.The vertical order pertains to the NGVD 29 superseded value.
 MB0594
 MB0594.The geoid height was determined by GEOID03.
 MB0594
 MB0594;                    North         East    Units  Estimated Accuracy
 MB0594;SPC OH N     -   162,010.      756,630.      MT  (+/- 180 meters Scaled)
 MB0594
 MB0594                          SUPERSEDED SURVEY CONTROL
 MB0594
 MB0594  NGVD 29 (10/13/05)  259.71   (m)          852.1    (f) RESET       3  
 MB0594
 MB0594.Superseded values are not recommended for survey control.
 MB0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0594.See file dsdata.txt to determine how the superseded data were derived.
 MB0594
 MB0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF306510(NAD 83)
 MB0594_MARKER: Z = SEE DESCRIPTION
 MB0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0594_SP_SET: PIER WALL
 MB0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0594+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2006
 MB0594
 MB0594  HISTORY     - Date     Condition        Report By
 MB0594  HISTORY     - 1960     MONUMENTED       OHHD
 MB0594  HISTORY     - 1961     GOOD             NGS
 MB0594  HISTORY     - 20060123 GOOD             GEOCAC
 MB0594
 MB0594                          STATION DESCRIPTION
 MB0594
 MB0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MB0594'AT YOUNGSTOWN.
 MB0594'AT YOUNGSTOWN, ABOUT 2.1 MILES NORTHEAST OF THE ERIE RAILROAD
 MB0594'STATION, AT A 300-FOOT TRUSS U.S. HIGHWAY 62 OVERPASS, A 7/8 IN
 MB0594'ROD, 1 1/2 IN LONG, EXTENDING FROM FACE OF CONCRETE PIER WALL,
 MB0594'1 1/2 FT NORTH OF CENTER OF NORTH PIER 4 AT STATION 22 + 25.75,
 MB0594'AND ONE FOOT ABOVE THE GROUND LINE ON WEST SIDE OF PIER.
 MB0594
 MB0594                          STATION RECOVERY (2006)
 MB0594
 MB0594'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1075 ***********************************************************************
 KY1075  DESIGNATION -  C 111
 KY1075  PID         -  KY1075
 KY1075  STATE/COUNTY-  OH/COLUMBIANA
 KY1075  USGS QUAD   -  EAST LIVERPOOL SOUTH (1985)
 KY1075
 KY1075                         *CURRENT SURVEY CONTROL
 KY1075  ___________________________________________________________________
 KY1075* NAD 83(1986)-  40 36 56.     (N)    080 34 28.     (W)     SCALED    
 KY1075* NAVD 88     -       209.828  (meters)     688.41   (feet)  ADJUSTED  
 KY1075  ___________________________________________________________________
 KY1075  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY1075  DYNAMIC HT  -         209.721 (meters)     688.06  (feet)  COMP
 KY1075  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 KY1075
 KY1075  VERT ORDER  -  FIRST     CLASS II
 KY1075
 KY1075.The horizontal coordinates were scaled from a topographic map and have
 KY1075.an estimated accuracy of +/- 6 seconds.
 KY1075
 KY1075.The orthometric height was determined by differential leveling
 KY1075.and adjusted by the National Geodetic Survey in June 1991..
 KY1075
 KY1075.The geoid height was determined by GEOID03.
 KY1075
 KY1075.The dynamic height is computed by dividing the NAVD 88
 KY1075.geopotential number by the normal gravity value computed on the
 KY1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1075.degrees latitude (g = 980.6199 gals.).
 KY1075
 KY1075.The modeled gravity was interpolated from observed gravity values.
 KY1075
 KY1075;                    North         East    Units  Estimated Accuracy
 KY1075;SPC OH N     -   107,170.      762,930.      MT  (+/- 180 meters Scaled)
 KY1075
 KY1075                          SUPERSEDED SURVEY CONTROL
 KY1075
 KY1075  NGVD 29 (??/??/92)  209.965  (m)          688.86   (f) ADJ UNCH    1 2
 KY1075
 KY1075.Superseded values are not recommended for survey control.
 KY1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1075.See file dsdata.txt to determine how the superseded data were derived.
 KY1075
 KY1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE359961(NAD 83)
 KY1075_MARKER: DB = BENCH MARK DISK
 KY1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1075_STAMPING: C 111 1935
 KY1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1075+STABILITY: SURFACE MOTION
 KY1075
 KY1075  HISTORY     - Date     Condition        Report By
 KY1075  HISTORY     - 1935     MONUMENTED       CGS
 KY1075  HISTORY     - 1937     GOOD             NGS
 KY1075  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY1075
 KY1075                          STATION DESCRIPTION
 KY1075
 KY1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KY1075'AT EAST LIVERPOOL.
 KY1075'AT EAST LIVERPOOL, COLUMBIANA COUNTY, ABOUT 0.2 MILE EAST ALONG
 KY1075'THE PENNSYLVANIA RAILROAD FROM THE RAILWAY EXPRESS AGENCY OFFICE,
 KY1075'ABOUT 200 FEET WEST OF THE C.C. THOMPSON POTTERY CO. OFFICE, 75
 KY1075'FEET WEST OF A CROSSING, 60 FEET NORTH OF A CONCRETE ROAD
 KY1075'PARELLELING THE OHIO RIVER, AND 30 FEET SOUTH OF THE CENTER OF
 KY1075'THE RAILROAD BED.  A STANDARD DISK STAMPED C 111 1935 AND SET
 KY1075'IN THE TOP OF A CONCRETE POST.
 KY1075
 KY1075                          STATION RECOVERY (1983)
 KY1075
 KY1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY1075'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0124 ***********************************************************************
 JY0124  DESIGNATION -  C 112
 JY0124  PID         -  JY0124
 JY0124  STATE/COUNTY-  OH/ATHENS
 JY0124  USGS QUAD   -  ATHENS (1995)
 JY0124
 JY0124                         *CURRENT SURVEY CONTROL
 JY0124  ___________________________________________________________________
 JY0124* NAD 83(1986)-  39 20 02.     (N)    082 01 58.     (W)     SCALED    
 JY0124* NAVD 88     -       191.728  (meters)     629.03   (feet)  ADJUSTED  
 JY0124  ___________________________________________________________________
 JY0124  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JY0124  DYNAMIC HT  -         191.611 (meters)     628.64  (feet)  COMP
 JY0124  MODELED GRAV-     980,016.4   (mgal)                       NAVD 88
 JY0124
 JY0124  VERT ORDER  -  FIRST     CLASS II
 JY0124
 JY0124.The horizontal coordinates were scaled from a topographic map and have
 JY0124.an estimated accuracy of +/- 6 seconds.
 JY0124
 JY0124.The orthometric height was determined by differential leveling
 JY0124.and adjusted by the National Geodetic Survey in June 1991..
 JY0124
 JY0124.The geoid height was determined by GEOID03.
 JY0124
 JY0124.The dynamic height is computed by dividing the NAVD 88
 JY0124.geopotential number by the normal gravity value computed on the
 JY0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0124.degrees latitude (g = 980.6199 gals.).
 JY0124
 JY0124.The modeled gravity was interpolated from observed gravity values.
 JY0124
 JY0124;                    North         East    Units  Estimated Accuracy
 JY0124;SPC OH S     -   148,180.      640,280.      MT  (+/- 180 meters Scaled)
 JY0124
 JY0124                          SUPERSEDED SURVEY CONTROL
 JY0124
 JY0124  NGVD 29 (??/??/92)  191.902  (m)          629.60   (f) ADJ UNCH    1 2
 JY0124
 JY0124.Superseded values are not recommended for survey control.
 JY0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0124.See file dsdata.txt to determine how the superseded data were derived.
 JY0124
 JY0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD109543(NAD 83)
 JY0124_MARKER: DB = BENCH MARK DISK
 JY0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0124_STAMPING: C 112 1943
 JY0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0124+STABILITY: SURFACE MOTION
 JY0124
 JY0124  HISTORY     - Date     Condition        Report By
 JY0124  HISTORY     - 1943     MONUMENTED       CGS
 JY0124  HISTORY     - 1976     GOOD             NGS
 JY0124  HISTORY     - 1988     GOOD             USPSQD
 JY0124
 JY0124                          STATION DESCRIPTION
 JY0124
 JY0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JY0124'4.4 MI E FROM ATHENS.
 JY0124'4.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY0124'STATION AT ATHENS, ATHENS COUNTY, 2.7 MILES WEST OF THE SITE OF
 JY0124'THE FORMER STATION AT CANAANVILLE, AT A PRIVATE-ROAD CROSSING,
 JY0124'44.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 17 FEET SOUTHWEST
 JY0124'OF THE SOUTHWEST RAIL, 12.2 FEET SOUTHEAST OF A POLE, IN LINE WITH
 JY0124'A ROW OF POLES, 3.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 JY0124'AND ABOUT 4-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 JY0124'STAMPED C 112 1943 AND SET IN THE TOP OF A CONCRETE POST.
 JY0124
 JY0124                          STATION RECOVERY (1976)
 JY0124
 JY0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0124'RECOVERED IN GOOD CONDITION.
 JY0124
 JY0124                          STATION RECOVERY (1988)
 JY0124
 JY0124'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JY0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1365 ***********************************************************************
 KY1365  DESIGNATION -  C 114
 KY1365  PID         -  KY1365
 KY1365  STATE/COUNTY-  OH/BELMONT
 KY1365  USGS QUAD   -  FLUSHING (1994)
 KY1365
 KY1365                         *CURRENT SURVEY CONTROL
 KY1365  ___________________________________________________________________
 KY1365* NAD 83(1986)-  40 09 08.     (N)    081 06 24.     (W)     SCALED    
 KY1365* NAVD 88     -       297.383  (meters)     975.66   (feet)  ADJUSTED  
 KY1365  ___________________________________________________________________
 KY1365  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY1365  DYNAMIC HT  -         297.220 (meters)     975.13  (feet)  COMP
 KY1365  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 KY1365
 KY1365  VERT ORDER  -  FIRST     CLASS II
 KY1365
 KY1365.The horizontal coordinates were scaled from a topographic map and have
 KY1365.an estimated accuracy of +/- 6 seconds.
 KY1365
 KY1365.The orthometric height was determined by differential leveling
 KY1365.and adjusted by the National Geodetic Survey in June 1991..
 KY1365
 KY1365.The geoid height was determined by GEOID03.
 KY1365
 KY1365.The dynamic height is computed by dividing the NAVD 88
 KY1365.geopotential number by the normal gravity value computed on the
 KY1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1365.degrees latitude (g = 980.6199 gals.).
 KY1365
 KY1365.The modeled gravity was interpolated from observed gravity values.
 KY1365
 KY1365;                    North         East    Units  Estimated Accuracy
 KY1365;SPC OH S     -   239,850.      718,720.      MT  (+/- 180 meters Scaled)
 KY1365
 KY1365                          SUPERSEDED SURVEY CONTROL
 KY1365
 KY1365  NGVD 29 (??/??/92)  297.564  (m)          976.26   (f) ADJ UNCH    1 2
 KY1365
 KY1365.Superseded values are not recommended for survey control.
 KY1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1365.See file dsdata.txt to determine how the superseded data were derived.
 KY1365
 KY1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME909446(NAD 83)
 KY1365_MARKER: DB = BENCH MARK DISK
 KY1365_SETTING: 66 = SET IN ROCK OUTCROP
 KY1365_SP_SET: ROCK OUTCROP
 KY1365_STAMPING: C 114 1943
 KY1365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY1365+STABILITY: POSITION/ELEVATION WELL
 KY1365
 KY1365  HISTORY     - Date     Condition        Report By
 KY1365  HISTORY     - 1943     MONUMENTED       CGS
 KY1365
 KY1365                          STATION DESCRIPTION
 KY1365
 KY1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1365'0.7 MI E FROM HOLLOWAY.
 KY1365'3/4 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1365'YARD OFFICE AT HOLLOWAY, BELMONT COUNTY, 425 FEET EAST OF THE
 KY1365'CROSSING OF STATE HIGHWAY 331, AT THE EAST TOWN CORPORATION
 KY1365'LINE, IN THE TOP OF A SLOPING ROCK IN A LARGE ROCK OUTCROP,
 KY1365'7.3 FEET NORTHEAST OF THE CENTERLINE OF THE NORTH TRACK, AND
 KY1365'ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KY1365'C 114 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0738 ***********************************************************************
 KY0738  DESIGNATION -  C 115
 KY0738  PID         -  KY0738
 KY0738  STATE/COUNTY-  OH/BELMONT
 KY0738  USGS QUAD   -  ST CLAIRSVILLE (1985)
 KY0738
 KY0738                         *CURRENT SURVEY CONTROL
 KY0738  ___________________________________________________________________
 KY0738* NAD 83(1986)-  40 06 45.     (N)    080 52 46.     (W)     SCALED    
 KY0738* NAVD 88     -       257.273  (meters)     844.07   (feet)  ADJUSTED  
 KY0738  ___________________________________________________________________
 KY0738  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY0738  DYNAMIC HT  -         257.130 (meters)     843.60  (feet)  COMP
 KY0738  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 KY0738
 KY0738  VERT ORDER  -  FIRST     CLASS II
 KY0738
 KY0738.The horizontal coordinates were scaled from a topographic map and have
 KY0738.an estimated accuracy of +/- 6 seconds.
 KY0738
 KY0738.The orthometric height was determined by differential leveling
 KY0738.and adjusted by the National Geodetic Survey in June 1991..
 KY0738
 KY0738.The geoid height was determined by GEOID03.
 KY0738
 KY0738.The dynamic height is computed by dividing the NAVD 88
 KY0738.geopotential number by the normal gravity value computed on the
 KY0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0738.degrees latitude (g = 980.6199 gals.).
 KY0738
 KY0738.The modeled gravity was interpolated from observed gravity values.
 KY0738
 KY0738;                    North         East    Units  Estimated Accuracy
 KY0738;SPC OH S     -   235,760.      738,150.      MT  (+/- 180 meters Scaled)
 KY0738
 KY0738                          SUPERSEDED SURVEY CONTROL
 KY0738
 KY0738  NGVD 29 (??/??/92)  257.445  (m)          844.63   (f) ADJ UNCH    1 2
 KY0738
 KY0738.Superseded values are not recommended for survey control.
 KY0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0738.See file dsdata.txt to determine how the superseded data were derived.
 KY0738
 KY0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE102402(NAD 83)
 KY0738_MARKER: DB = BENCH MARK DISK
 KY0738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0738_SP_SET: PIER
 KY0738_STAMPING: C 115 1943
 KY0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0738
 KY0738  HISTORY     - Date     Condition        Report By
 KY0738  HISTORY     - 1943     MONUMENTED       CGS
 KY0738
 KY0738                          STATION DESCRIPTION
 KY0738
 KY0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY0738'1 MI S FROM MAYNARD.
 KY0738'1.0 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY0738'STATION AT MAYNARD, BELMONT COUNTY, AT THE WHEELING AND LAKE
 KY0738'ERIE RAILWAY OVERHEAD BRIDGE (BRIDGE 122 A), IN THE TOP OF THE
 KY0738'NORTHEAST CORNER OF THE NORTHEAST CONCRETE PIER LEG, 7.5 FEET
 KY0738'SOUTHWEST OF THE CENTERLINE OF THE SOUTHWEST TRACK, AND ABOUT
 KY0738'3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED C 115
 KY0738'1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0218 ***********************************************************************
 MD0218  DESIGNATION -  C 116
 MD0218  PID         -  MD0218
 MD0218  STATE/COUNTY-  OH/HENRY
 MD0218  USGS QUAD   -  MALINTA (1971)
 MD0218
 MD0218                         *CURRENT SURVEY CONTROL
 MD0218  ___________________________________________________________________
 MD0218* NAD 83(1986)-  41 18 43.     (N)    084 02 04.     (W)     SCALED    
 MD0218* NAVD 88     -       209.251  (meters)     686.52   (feet)  ADJUSTED  
 MD0218  ___________________________________________________________________
 MD0218  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MD0218  DYNAMIC HT  -         209.158 (meters)     686.21  (feet)  COMP
 MD0218  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 MD0218
 MD0218  VERT ORDER  -  SECOND    CLASS 0
 MD0218
 MD0218.The horizontal coordinates were scaled from a topographic map and have
 MD0218.an estimated accuracy of +/- 6 seconds.
 MD0218
 MD0218.The orthometric height was determined by differential leveling
 MD0218.and adjusted by the National Geodetic Survey in June 1991..
 MD0218
 MD0218.The geoid height was determined by GEOID03.
 MD0218
 MD0218.The dynamic height is computed by dividing the NAVD 88
 MD0218.geopotential number by the normal gravity value computed on the
 MD0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0218.degrees latitude (g = 980.6199 gals.).
 MD0218
 MD0218.The modeled gravity was interpolated from observed gravity values.
 MD0218
 MD0218;                    North         East    Units  Estimated Accuracy
 MD0218;SPC OH N     -   183,830.      471,520.      MT  (+/- 180 meters Scaled)
 MD0218
 MD0218                          SUPERSEDED SURVEY CONTROL
 MD0218
 MD0218  NGVD 29 (??/??/92)  209.458  (m)          687.20   (f) ADJ UNCH    2 0
 MD0218
 MD0218.Superseded values are not recommended for survey control.
 MD0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0218.See file dsdata.txt to determine how the superseded data were derived.
 MD0218
 MD0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL482776(NAD 83)
 MD0218_MARKER: DB = BENCH MARK DISK
 MD0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0218_STAMPING: C 116 1947
 MD0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0218+STABILITY: SURFACE MOTION
 MD0218
 MD0218  HISTORY     - Date     Condition        Report By
 MD0218  HISTORY     - 1947     MONUMENTED       CGS
 MD0218
 MD0218                          STATION DESCRIPTION
 MD0218
 MD0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MD0218'0.7 MI S FROM MALINTA.
 MD0218'ABOUT 2/3 MILE SOUTH OF MALINTA, IN THE YARD OF THE BURR FARM,
 MD0218'IN 1947, AT THE SOUTHWEST CORNER OF SECTION 11, T 4 N, R 7 E,
 MD0218'BESIDE THE FENCE JUST INSIDE THE PROPERTY LINE, 76 FEET SOUTHEAST
 MD0218'OF THE SOUTHEAST CORNER OF THE HOUSE PROPER, 19 FEET NORTH OF
 MD0218'THE CENTERLINE OF THE COUNTY ROAD, 167 FEET EAST OF THE
 MD0218'CENTERLINE OF THE INTERSECTION OF THE COUNTY ROAD AND OHIO
 MD0218'STATE HIGHWAY 109.  A STANDARD DISK, STAMPED C 116 1947 AND SET
 MD0218'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0641 ***********************************************************************
 MC0641  DESIGNATION -  C 117
 MC0641  PID         -  MC0641
 MC0641  STATE/COUNTY-  OH/HENRY
 MC0641  USGS QUAD   -  MC CLURE (1971)
 MC0641
 MC0641                         *CURRENT SURVEY CONTROL
 MC0641  ___________________________________________________________________
 MC0641* NAD 83(1995)-  41 17 01.30358(N)    083 57 36.02480(W)     ADJUSTED  
 MC0641* NAVD 88     -       211.482  (meters)     693.84   (feet)  ADJUSTED  
 MC0641  ___________________________________________________________________
 MC0641  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 MC0641  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 MC0641  DYNAMIC HT  -         211.386 (meters)     693.52  (feet)  COMP
 MC0641  MODELED GRAV-     980,168.2   (mgal)                       NAVD 88
 MC0641
 MC0641  HORZ ORDER  -  THIRD
 MC0641  VERT ORDER  -  SECOND    CLASS 0
 MC0641
 MC0641.The horizontal coordinates were established by classical geodetic methods
 MC0641.and adjusted by the National Geodetic Survey in April 1998..
 MC0641
 MC0641.The orthometric height was determined by differential leveling
 MC0641.and adjusted by the National Geodetic Survey in June 1991..
 MC0641.WARNING-Repeat measurements at this control monument indicate possible
 MC0641.vertical movement.
 MC0641
 MC0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0641
 MC0641.The geoid height was determined by GEOID03.
 MC0641
 MC0641.The dynamic height is computed by dividing the NAVD 88
 MC0641.geopotential number by the normal gravity value computed on the
 MC0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0641.degrees latitude (g = 980.6199 gals.).
 MC0641
 MC0641.The modeled gravity was interpolated from observed gravity values.
 MC0641
 MC0641;                    North         East     Units Scale Factor Converg.
 MC0641;SPC OH N     -   180,589.170   477,702.548   MT  0.99994623   -0 57 32.9
 MC0641;UTM  17      - 4,574,477.431   252,114.886   MT  1.00035629   -1 57 14.3
 MC0641;UTM  16      - 4,574,709.079   754,584.354   MT  1.00039773   +2 00 24.6
 MC0641
 MC0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0641!SPC OH N     -   0.99997239  x   0.99994623  =   0.99991862
 MC0641!UTM  17      -   0.99997239  x   1.00035629  =   1.00032867
 MC0641!UTM  16      -   0.99997239  x   1.00039773  =   1.00037011
 MC0641
 MC0641:                Primary Azimuth Mark                     Grid Az
 MC0641:SPC OH N     -  FRED                                     180 04 52.3
 MC0641:UTM  17      -  FRED                                     181 04 33.7
 MC0641:UTM  16      -  FRED                                     177 06 54.8
 MC0641
 MC0641|---------------------------------------------------------------------|
 MC0641| PID    Reference Object                     Distance      Geod. Az  |
 MC0641|                                                           dddmmss.s |
 MC0641| MC1414 FRED                                416.391 METERS 1790719.4 |
 MC0641| MC0638 IMBROCK                             APPROX. 0.8 KM 2673334.0 |
 MC0641| MC1419 HASTEDT                             402.363 METERS 3552304.8 |
 MC0641|---------------------------------------------------------------------|
 MC0641
 MC0641                          SUPERSEDED SURVEY CONTROL
 MC0641
 MC0641  NAD 83(1995)-  41 17 01.31227(N)    083 57 36.02961(W) AD(       ) 3
 MC0641  NAD 83(1986)-  41 17 01.31445(N)    083 57 36.03491(W) AD(       ) 3
 MC0641  NAD 27      -  41 17 01.13000(N)    083 57 36.23400(W) AD(       ) 3
 MC0641  NGVD 29 (??/??/92)  211.685  (m)          694.50   (f) ADJ UNCH    2 0
 MC0641
 MC0641.Superseded values are not recommended for survey control.
 MC0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0641.See file dsdata.txt to determine how the superseded data were derived.
 MC0641
 MC0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5211574477(NAD 83)
 MC0641_MARKER: DB = BENCH MARK DISK
 MC0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0641_SP_SET: CULVERT
 MC0641_STAMPING: C 117 1947
 MC0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0641
 MC0641  HISTORY     - Date     Condition        Report By
 MC0641  HISTORY     - 1947     MONUMENTED       CGS
 MC0641  HISTORY     - 1963     GOOD             CGS
 MC0641  HISTORY     - 1963     GOOD             NGS
 MC0641  HISTORY     - 1980     GOOD             LOCENG
 MC0641  HISTORY     - 1981     GOOD             NGS
 MC0641
 MC0641                          STATION DESCRIPTION
 MC0641
 MC0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC0641'THE STATION IS LOCATED 1 MILE SOUTH AND 1 MILE WEST OF WESTHOPE ON
 MC0641'THE HERMAN
 MC0641'SONNENBERG FARM AT THE SOUTHWEST PROPERTY CORNER.  IT IS 15.4 M.
 MC0641'NORTHEAST OF THE POINT OF
 MC0641'INTERSECTION OF THE SECTION ROADS, 0.6 M. EAST
 MC0641'OF THE N FENCE AND 0.8 M. NORTH OF THE E
 MC0641'FENCE.
 MC0641'
 MC0641'STATION IS 13.1 METERS N OF THE CENTERLINE OF EW SEC. ROAD AND 9.0
 MC0641'METERS E OF THE CENTERLINE OF NS SEC. ROAD.
 MC0641'STATION IS 15.4 METERS (51 FEET) NE OF THE POINT OF INTERSECTION OF
 MC0641'THE CENTERLINES OF NS AND EW SEC. ROADS, S 38 DEG 24 MIN W.
 MC0641'
 MC0641'A STANDARD BENCH MARK DISK STAMPED C 117 1947 SET IN THE TOP OF A
 MC0641'10-INCH DIAMETER
 MC0641'CONCRETE POST.  THE TOP OF THE POST PROTRUDES 4 INCHES
 MC0641'ABOVE THE GROUND.
 MC0641
 MC0641                          STATION RECOVERY (1963)
 MC0641
 MC0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC0641'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC0641'EXCEPTIONS--THE STATION IS 12.6 METERS NORTH OF THE EAST-WEST
 MC0641'SECTION ROAD, THE TWO FENCES ARE GONE AND THE CONCRETE MONUMENT IS
 MC0641'SURROUNDED BY A CONCRETE CAMERA TARGET 8 FEET IN DIAMETER.
 MC0641'
 MC0641'ELEVATION OF DISK 694.46 FEET.
 MC0641
 MC0641                          STATION RECOVERY (1963)
 MC0641
 MC0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MC0641'2 MI W FROM WESTHOPE.
 MC0641'1.0 MILE WEST AND 1.0 MILE SOUTH OF WESTHOPE, HENRY COUNTY, ON
 MC0641'THE SONNENBERG FARM, IN 1947, AT THE SOUTHWEST CORNER OF SECTION
 MC0641'21, T 4 N, R 8 E, JUST INSIDE OF THE PROPERTY LINE AT THE FENCE
 MC0641'CORNER, ON THE NORTH SIDE OF HIGHWAY 281, 42 FEET NORTH OF THE
 MC0641'CENTERLINE OF THE HIGHWAY, 30 FEET EAST OF THE CENTERLINE OF THE
 MC0641'NORTH-SOUTH COUNTY ROAD, 50.5 FEET NORTHEAST OF THE INTERSECTION
 MC0641'OF THE CENTERLINE OF HIGHWAY 281 AND THE NORTH-SOUTH COUNTY
 MC0641'ROAD, AND 9.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 MC0641'CULVERT.  NOTE-- THE MARK IS SURROUNDED BY AN 8 FOOT ROUND
 MC0641'CONCRETE CAMERA TARGET.
 MC0641
 MC0641                          STATION RECOVERY (1980)
 MC0641
 MC0641'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC0641'C 117 1947 (BARELY LEGIBLE) TABLET IS BADLY SCARED, BUT INTACT AND
 MC0641'TOP OF MONUMENT IS MARKED ALSO.
 MC0641'
 MC0641'9 FEET S.W. TO N.E. COR. CONC. HEADWALL 24 INCHES E TO TELEPHONE
 MC0641'POLE.
 MC0641'
 MC0641'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI S. AND 1 MI W.,
 MC0641'MCCLURE.
 MC0641
 MC0641                          STATION RECOVERY (1981)
 MC0641
 MC0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MC0641'THE MARK IS AT THE EDGE OF A CULTIVATED FIELD AND COULD BE DESTROYED.
 MC0641'THE MARK WAS LEFT INTACT BUT A RESET MARK WAS SET NEAR BY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1041 ***********************************************************************
 MC1041  DESIGNATION -  C 117 RESET
 MC1041  PID         -  MC1041
 MC1041  STATE/COUNTY-  OH/HENRY
 MC1041  USGS QUAD   -  MC CLURE (1971)
 MC1041
 MC1041                         *CURRENT SURVEY CONTROL
 MC1041  ___________________________________________________________________
 MC1041* NAD 83(1986)-  41 17 01.     (N)    083 57 36.     (W)     SCALED    
 MC1041* NAVD 88     -       212.24   (meters)     696.3    (feet)  RESET     
 MC1041  ___________________________________________________________________
 MC1041  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 MC1041
 MC1041  VERT ORDER  -  THIRD
 MC1041
 MC1041.The horizontal coordinates were scaled from a topographic map and have
 MC1041.an estimated accuracy of +/- 6 seconds.
 MC1041
 MC1041.The orthometric height was computed from unverified reset data.
 MC1041.No vertical observational check was made to the station.
 MC1041
 MC1041.The geoid height was determined by GEOID03.
 MC1041
 MC1041;                    North         East    Units  Estimated Accuracy
 MC1041;SPC OH N     -   180,580.      477,700.      MT  (+/- 180 meters Scaled)
 MC1041
 MC1041                          SUPERSEDED SURVEY CONTROL
 MC1041
 MC1041  NGVD 29 (10/13/05)  212.44   (m)          697.0    (f) RESET       3  
 MC1041
 MC1041.Superseded values are not recommended for survey control.
 MC1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1041.See file dsdata.txt to determine how the superseded data were derived.
 MC1041
 MC1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF521744(NAD 83)
 MC1041_MARKER: DB = BENCH MARK DISK
 MC1041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC1041_SP_SET: HEADWALL
 MC1041_STAMPING: C 117 RESET 1981
 MC1041_MARK LOGO: NGS   
 MC1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1041+STABILITY: SURFACE MOTION
 MC1041
 MC1041  HISTORY     - Date     Condition        Report By
 MC1041  HISTORY     - 1981     MONUMENTED       NGS
 MC1041  HISTORY     - 1988     POOR             USPSQD
 MC1041
 MC1041                          STATION DESCRIPTION
 MC1041
 MC1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MC1041'3.2 KM (2.0 MI) SW FROM WEST HOPE.
 MC1041'1.6 KM (1.0 MI) WEST AND 1.6 KM (1.0 MI) SOUTH OF WEST HOPE, IN THE
 MC1041'SOUTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAY 281 AND COUNTY
 MC1041'ROAD 5, IN TOP AND EAST END OF THE HEADWALL, 6.4 METERS (21.0 FT)
 MC1041'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 7.9 METERS (26.0 FT)
 MC1041'WEST OF THE CENTERLINE OF THE ROAD.
 MC1041
 MC1041                          STATION RECOVERY (1988)
 MC1041
 MC1041'RECOVERY NOTE BY US POWER SQUADRON 1988 (HRS)
 MC1041'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0475 ***********************************************************************
 JY0475  DESIGNATION -  C 119
 JY0475  PID         -  JY0475
 JY0475  STATE/COUNTY-  OH/ROSS
 JY0475  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY0475
 JY0475                         *CURRENT SURVEY CONTROL
 JY0475  ___________________________________________________________________
 JY0475* NAD 83(1986)-  39 16 35.     (N)    082 55 50.     (W)     SCALED    
 JY0475* NAVD 88     -       192.122  (meters)     630.32   (feet)  ADJUSTED  
 JY0475  ___________________________________________________________________
 JY0475  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JY0475  DYNAMIC HT  -         192.005 (meters)     629.94  (feet)  COMP
 JY0475  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 JY0475
 JY0475  VERT ORDER  -  FIRST     CLASS I
 JY0475
 JY0475.The horizontal coordinates were scaled from a topographic map and have
 JY0475.an estimated accuracy of +/- 6 seconds.
 JY0475
 JY0475.The orthometric height was determined by differential leveling
 JY0475.and adjusted by the National Geodetic Survey in June 1991..
 JY0475
 JY0475.The geoid height was determined by GEOID03.
 JY0475
 JY0475.The dynamic height is computed by dividing the NAVD 88
 JY0475.geopotential number by the normal gravity value computed on the
 JY0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0475.degrees latitude (g = 980.6199 gals.).
 JY0475
 JY0475.The modeled gravity was interpolated from observed gravity values.
 JY0475
 JY0475;                    North         East    Units  Estimated Accuracy
 JY0475;SPC OH S     -   141,780.      562,850.      MT  (+/- 180 meters Scaled)
 JY0475
 JY0475                          SUPERSEDED SURVEY CONTROL
 JY0475
 JY0475  NGVD 29 (??/??/92)  192.284  (m)          630.85   (f) ADJ UNCH    1 1
 JY0475
 JY0475.Superseded values are not recommended for survey control.
 JY0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0475.See file dsdata.txt to determine how the superseded data were derived.
 JY0475
 JY0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD334492(NAD 83)
 JY0475_MARKER: DB = BENCH MARK DISK
 JY0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0475_SP_SET: BLOCK SIGNAL BASE
 JY0475_STAMPING: C 119 1943
 JY0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0475
 JY0475  HISTORY     - Date     Condition        Report By
 JY0475  HISTORY     - 1943     MONUMENTED       CGS
 JY0475  HISTORY     - 1967     GOOD             NGS
 JY0475
 JY0475                          STATION DESCRIPTION
 JY0475
 JY0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0475'4.8 MI SE FROM CHILLICOTHE.
 JY0475'ABOUT 4.75 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0475'FROM THE BALTIMORE AND OHIO RAILROAD STATION AT CHILLICOTHE,
 JY0475'0.15 MILE NORTHWEST OF MILEPOST N 651, 0.3 MILE NORTHWEST OF THE
 JY0475'CROSSING OF TOAD HOLLOW ROAD, SET ON THE TOP OF THE WEST CORNER
 JY0475'OF THE LOWER PART OF CONCRETE BASE FOR A BLOCK SIGNAL, 7.1 FEET
 JY0475'NORTHEAST OF THE NORTHEAST RAIL, 1/2 FOOT ABOVE THE LEVEL OF
 JY0475'THE GROUND AND 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1581 ***********************************************************************
 KZ1581  DESIGNATION -  C 12
 KZ1581  PID         -  KZ1581
 KZ1581  STATE/COUNTY-  OH/DELAWARE
 KZ1581  USGS QUAD   -  POWELL (1988)
 KZ1581
 KZ1581                         *CURRENT SURVEY CONTROL
 KZ1581  ___________________________________________________________________
 KZ1581* NAD 83(1986)-  40 11 59.     (N)    083 00 36.     (W)     SCALED    
 KZ1581* NAVD 88     -       286.852  (meters)     941.11   (feet)  ADJUSTED  
 KZ1581  ___________________________________________________________________
 KZ1581  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KZ1581  DYNAMIC HT  -         286.701 (meters)     940.62  (feet)  COMP
 KZ1581  MODELED GRAV-     980,091.8   (mgal)                       NAVD 88
 KZ1581
 KZ1581  VERT ORDER  -  FIRST     CLASS I
 KZ1581
 KZ1581.The horizontal coordinates were scaled from a topographic map and have
 KZ1581.an estimated accuracy of +/- 6 seconds.
 KZ1581
 KZ1581.The orthometric height was determined by differential leveling
 KZ1581.and adjusted by the National Geodetic Survey in June 1991..
 KZ1581
 KZ1581.The geoid height was determined by GEOID03.
 KZ1581
 KZ1581.The dynamic height is computed by dividing the NAVD 88
 KZ1581.geopotential number by the normal gravity value computed on the
 KZ1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1581.degrees latitude (g = 980.6199 gals.).
 KZ1581
 KZ1581.The modeled gravity was interpolated from observed gravity values.
 KZ1581
 KZ1581;                    North         East    Units  Estimated Accuracy
 KZ1581;SPC OH N     -    59,320.      556,570.      MT  (+/- 180 meters Scaled)
 KZ1581
 KZ1581                          SUPERSEDED SURVEY CONTROL
 KZ1581
 KZ1581  NGVD 29 (??/??/92)  287.006  (m)          941.62   (f) ADJ UNCH    1 1
 KZ1581
 KZ1581.Superseded values are not recommended for survey control.
 KZ1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1581.See file dsdata.txt to determine how the superseded data were derived.
 KZ1581
 KZ1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE289518(NAD 83)
 KZ1581_MARKER: DB = BENCH MARK DISK
 KZ1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1581_STAMPING: C 12 1934
 KZ1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1581+STABILITY: SURFACE MOTION
 KZ1581
 KZ1581  HISTORY     - Date     Condition        Report By
 KZ1581  HISTORY     - 1934     MONUMENTED       CGS
 KZ1581  HISTORY     - 1967     GOOD             NGS
 KZ1581  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KZ1581
 KZ1581                          STATION DESCRIPTION
 KZ1581
 KZ1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1581'7.6 MI N FROM WORTHINGTON.
 KZ1581'ABOUT 7.6 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1581'FROM THE CROSSING OF STATE HIGHWAY 161 AT WORTHINGTON, AT THE
 KZ1581'SMALL VILLAGE OF LEWIS CENTER, ABOUT 0.15 MILE SOUTH OF MILEPOST
 KZ1581'122, 191 FEET NORTH OF THE CENTER OF THE CROSSING OF COUNTY
 KZ1581'ROAD NO. 106, 89 FEET NORTHEAST OF AND ACROSS THE PENNSYLVANIA
 KZ1581'RAILROAD FROM THE NORTHEAST CORNER OF THE CONCRETE BASE FOR
 KZ1581'SIGNAL TOWER NO. 164, 31.8 FEET EAST OF THE EAST RAIL OF THE
 KZ1581'EAST TRACK OF THE PENNSYLVANIA RAILROAD, 29.8 FEET WEST OF THE
 KZ1581'WEST RAIL OF THE NEW YORK CENTRAL RAILROAD TRACK, 1.1 FEET
 KZ1581'SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 KZ1581'NYCRR, ABOUT LEVEL WITH THE PRR, SET IN THE TOP OF A CONCRETE
 KZ1581'POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 KZ1581
 KZ1581                          STATION RECOVERY (1990)
 KZ1581
 KZ1581'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0961 ***********************************************************************
 JY0961  DESIGNATION -  C 120
 JY0961  PID         -  JY0961
 JY0961  STATE/COUNTY-  OH/PIKE
 JY0961  USGS QUAD   -  PIKETON (1979)
 JY0961
 JY0961                         *CURRENT SURVEY CONTROL
 JY0961  ___________________________________________________________________
 JY0961* NAD 83(1986)-  39 03 15.     (N)    083 01 08.     (W)     SCALED    
 JY0961* NAVD 88     -       180.393  (meters)     591.84   (feet)  ADJUSTED  
 JY0961  ___________________________________________________________________
 JY0961  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JY0961  DYNAMIC HT  -         180.282 (meters)     591.48  (feet)  COMP
 JY0961  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 JY0961
 JY0961  VERT ORDER  -  FIRST     CLASS I
 JY0961
 JY0961.The horizontal coordinates were scaled from a topographic map and have
 JY0961.an estimated accuracy of +/- 6 seconds.
 JY0961
 JY0961.The orthometric height was determined by differential leveling
 JY0961.and adjusted by the National Geodetic Survey in June 1991..
 JY0961.WARNING-Repeat measurements at this control monument indicate possible
 JY0961.vertical movement.
 JY0961
 JY0961.The geoid height was determined by GEOID03.
 JY0961
 JY0961.The dynamic height is computed by dividing the NAVD 88
 JY0961.geopotential number by the normal gravity value computed on the
 JY0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0961.degrees latitude (g = 980.6199 gals.).
 JY0961
 JY0961.The modeled gravity was interpolated from observed gravity values.
 JY0961
 JY0961;                    North         East    Units  Estimated Accuracy
 JY0961;SPC OH S     -   117,160.      555,090.      MT  (+/- 180 meters Scaled)
 JY0961
 JY0961                          SUPERSEDED SURVEY CONTROL
 JY0961
 JY0961  NGVD 29 (??/??/92)  180.554  (m)          592.37   (f) ADJ UNCH    1 1
 JY0961
 JY0961.Superseded values are not recommended for survey control.
 JY0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0961.See file dsdata.txt to determine how the superseded data were derived.
 JY0961
 JY0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD253247(NAD 83)
 JY0961_MARKER: DB = BENCH MARK DISK
 JY0961_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JY0961+WITH SETTING: PAVEMENT
 JY0961_SP_SET: SIGNAL BASE
 JY0961_STAMPING: C 120 1943
 JY0961_MARK LOGO: CGS   
 JY0961_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0961+STABILITY: SURFACE MOTION
 JY0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY0961+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1996
 JY0961
 JY0961  HISTORY     - Date     Condition        Report By
 JY0961  HISTORY     - 1943     MONUMENTED       CGS
 JY0961  HISTORY     - 1967     GOOD             NGS
 JY0961  HISTORY     - 19960522 GOOD             OHDT
 JY0961
 JY0961                          STATION DESCRIPTION
 JY0961
 JY0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0961'0.7 MI SW FROM PIKETON.
 JY0961'ABOUT 0.7 MILE SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0961'FROM THE STATION AT PIKETON, 0.15 MILE NORTHEAST OF MILEPOST N
 JY0961'630, ALONG THE WEST SIDE AND NEAR THE NORTHWEST CORNER OF THE
 JY0961'MOUND CEMETERY, SET ON THE TOP OF THE NORTH CORNER OF THE CONCRETE
 JY0961'BASE FOR SIGNAL TOWER NO. 6301, 10 FEET SOUTHEAST OF THE SOUTHEAST
 JY0961'RAIL, LEVEL WITH THE GROUND AND 1 FOOT BELOW THE LEVEL OF THE
 JY0961'TRACK.
 JY0961
 JY0961                          STATION RECOVERY (1996)
 JY0961
 JY0961'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1996 (JAA)
 JY0961'0.7 MILES (1.1 KM) SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0961'FROM THE STATION AT PIKETON,0.15 MILES NORTHEAST OF MILEPOST N 630,
 JY0961'ALONG THE WEST SIDE AND NEAR THE NORTHWEST CORNER OF THE MOUND
 JY0961'CEMETERY, SET ON THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE FOR
 JY0961'SIGNAL TOWER NO.6301, 10 FEET (3.0 M) SOUTHEAST OF THE SOUTHEAST RAIL,
 JY0961'LEVEL WITH GROUND AND 1 FOOT (0.3 M) BELOW LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1228 ***********************************************************************
 KY1228  DESIGNATION -  C 121
 KY1228  PID         -  KY1228
 KY1228  STATE/COUNTY-  OH/TUSCARAWAS
 KY1228  USGS QUAD   -  DOVER (1994)
 KY1228
 KY1228                         *CURRENT SURVEY CONTROL
 KY1228  ___________________________________________________________________
 KY1228* NAD 83(1986)-  40 31 50.     (N)    081 29 32.     (W)     SCALED    
 KY1228* NAVD 88     -       269.569  (meters)     884.41   (feet)  ADJUSTED  
 KY1228  ___________________________________________________________________
 KY1228  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KY1228  DYNAMIC HT  -         269.438 (meters)     883.98  (feet)  COMP
 KY1228  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 KY1228
 KY1228  VERT ORDER  -  FIRST     CLASS II
 KY1228
 KY1228.The horizontal coordinates were scaled from a topographic map and have
 KY1228.an estimated accuracy of +/- 6 seconds.
 KY1228
 KY1228.The orthometric height was determined by differential leveling
 KY1228.and adjusted by the National Geodetic Survey in June 1991..
 KY1228
 KY1228.The geoid height was determined by GEOID03.
 KY1228
 KY1228.The dynamic height is computed by dividing the NAVD 88
 KY1228.geopotential number by the normal gravity value computed on the
 KY1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1228.degrees latitude (g = 980.6199 gals.).
 KY1228
 KY1228.The modeled gravity was interpolated from observed gravity values.
 KY1228
 KY1228;                    North         East    Units  Estimated Accuracy
 KY1228;SPC OH N     -    96,430.      685,390.      MT  (+/- 180 meters Scaled)
 KY1228
 KY1228                          SUPERSEDED SURVEY CONTROL
 KY1228
 KY1228  NGVD 29 (??/??/92)  269.776  (m)          885.09   (f) ADJ UNCH    1 2
 KY1228
 KY1228.Superseded values are not recommended for survey control.
 KY1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1228.See file dsdata.txt to determine how the superseded data were derived.
 KY1228
 KY1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME583867(NAD 83)
 KY1228_MARKER: DB = BENCH MARK DISK
 KY1228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1228_SP_SET: ABUTMENT
 KY1228_STAMPING: C 121 1943
 KY1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1228
 KY1228  HISTORY     - Date     Condition        Report By
 KY1228  HISTORY     - 1943     MONUMENTED       CGS
 KY1228
 KY1228                          STATION DESCRIPTION
 KY1228
 KY1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1228'1.1 MI NW FROM DOVER.
 KY1228'1.1 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1228'PASSENGER STATION AT DOVER, TUSCARAWAS COUNTY, AT BRIDGE 33, IN THE
 KY1228'CENTER OF THE TOP OF THE SOUTH CONCRETE ABUTMENT, 0.8 FOOT WEST
 KY1228'OF THE EAST END, 10.4 FEET EAST OF THE CENTERLINE OF THE EAST
 KY1228'TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 KY1228'C 121 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0432 ***********************************************************************
 MD0432  DESIGNATION -  C 123 RESET
 MD0432  PID         -  MD0432
 MD0432  STATE/COUNTY-  OH/DEFIANCE
 MD0432  USGS QUAD   -  EDGERTON (1977)
 MD0432
 MD0432                         *CURRENT SURVEY CONTROL
 MD0432  ___________________________________________________________________
 MD0432* NAD 83(1986)-  41 22 57.     (N)    084 41 25.     (W)     SCALED    
 MD0432* NAVD 88     -       244.05   (+/-2cm)     800.7    (feet)  VERTCON   
 MD0432  ___________________________________________________________________
 MD0432  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MD0432
 MD0432  VERT ORDER  -  THIRD (See Below)
 MD0432
 MD0432.The horizontal coordinates were scaled from a topographic map and have
 MD0432.an estimated accuracy of +/- 6 seconds.
 MD0432
 MD0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD0432.The vertical order pertains to the NGVD 29 superseded value.
 MD0432
 MD0432.The geoid height was determined by GEOID03.
 MD0432
 MD0432;                    North         East    Units  Estimated Accuracy
 MD0432;SPC OH N     -   192,840.      416,820.      MT  (+/- 180 meters Scaled)
 MD0432
 MD0432                          SUPERSEDED SURVEY CONTROL
 MD0432
 MD0432  NGVD 29 (10/13/05)  244.19   (m)          801.1    (f) RESET       3  
 MD0432
 MD0432.Superseded values are not recommended for survey control.
 MD0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0432.See file dsdata.txt to determine how the superseded data were derived.
 MD0432
 MD0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL931837(NAD 83)
 MD0432_MARKER: DB = BENCH MARK DISK
 MD0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0432_SP_SET: CULVERT
 MD0432_STAMPING: C 123 RESET 1954
 MD0432_MARK LOGO: CGS   
 MD0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0432
 MD0432  HISTORY     - Date     Condition        Report By
 MD0432  HISTORY     - 1954     MONUMENTED       OHHD
 MD0432  HISTORY     - 1955     GOOD             NGS
 MD0432  HISTORY     - 1985     GOOD             USPSQD
 MD0432
 MD0432                          STATION DESCRIPTION
 MD0432
 MD0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MD0432'3.1 MI W FROM FARMER.
 MD0432'3.1 MILES WEST ALONG STATE HIGHWAY 249 FROM ITS JUNCTION WITH
 MD0432'STATE HIGHWAY 2 N AT FARMER, DEFIANCE COUNTY.  1.2 MILES WEST OF
 MD0432'THE JUNCTION OF STATE HIGHWAY 2 S, AT THE INTERSECTION OF A
 MD0432'NORTH-AND-SOUTH GRAVEL ROAD, 37 FEET SOUTH OF THE CENTERLINE OF
 MD0432'THE HIGHWAY, 14 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 MD0432'AT A TWIN 54-INCH PIPE CULVERT UNDER THE GRAVEL ROAD, IN THE
 MD0432'SOUTH END OF THE WEST CONCRETE HEADWALL, AND ABOUT 2 FEET LOWER
 MD0432'THAN THE ROAD.
 MD0432
 MD0432                          STATION RECOVERY (1985)
 MD0432
 MD0432'RECOVERY NOTE BY US POWER SQUADRON 1985
 MD0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0681 ***********************************************************************
 LA0681  DESIGNATION -  C 125
 LA0681  PID         -  LA0681
 LA0681  STATE/COUNTY-  OH/VAN WERT
 LA0681  USGS QUAD   -  GLENMORE (1980)
 LA0681
 LA0681                         *CURRENT SURVEY CONTROL
 LA0681  ___________________________________________________________________
 LA0681* NAD 83(1986)-  40 50 44.     (N)    084 44 47.     (W)     SCALED    
 LA0681* NAVD 88     -       249.682  (meters)     819.16   (feet)  ADJUSTED  
 LA0681  ___________________________________________________________________
 LA0681  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LA0681  DYNAMIC HT  -         249.572 (meters)     818.80  (feet)  COMP
 LA0681  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 LA0681
 LA0681  VERT ORDER  -  SECOND    CLASS 0
 LA0681
 LA0681.The horizontal coordinates were scaled from a topographic map and have
 LA0681.an estimated accuracy of +/- 6 seconds.
 LA0681
 LA0681.The orthometric height was determined by differential leveling
 LA0681.and adjusted by the National Geodetic Survey in June 1991..
 LA0681
 LA0681.The geoid height was determined by GEOID03.
 LA0681
 LA0681.The dynamic height is computed by dividing the NAVD 88
 LA0681.geopotential number by the normal gravity value computed on the
 LA0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0681.degrees latitude (g = 980.6199 gals.).
 LA0681
 LA0681.The modeled gravity was interpolated from observed gravity values.
 LA0681
 LA0681;                    North         East    Units  Estimated Accuracy
 LA0681;SPC OH N     -   133,350.      410,590.      MT  (+/- 180 meters Scaled)
 LA0681
 LA0681                          SUPERSEDED SURVEY CONTROL
 LA0681
 LA0681  NGVD 29 (??/??/92)  249.839  (m)          819.68   (f) ADJ UNCH    2 0
 LA0681
 LA0681.Superseded values are not recommended for survey control.
 LA0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0681.See file dsdata.txt to determine how the superseded data were derived.
 LA0681
 LA0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL899240(NAD 83)
 LA0681_MARKER: DB = BENCH MARK DISK
 LA0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0681_STAMPING: C 125 1947
 LA0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0681+STABILITY: SURFACE MOTION
 LA0681
 LA0681  HISTORY     - Date     Condition        Report By
 LA0681  HISTORY     - 1947     MONUMENTED       CGS
 LA0681
 LA0681                          STATION DESCRIPTION
 LA0681
 LA0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0681'AT MIDDLEBURY.
 LA0681'AT MIDDLEBURY, AT THE CROSSROADS, 41 FEET SOUTH OF THE CENTER LINE
 LA0681'OF U.S. HIGHWAY 224, 135 FEET WEST OF THE CENTER LINE OF THE CROSS
 LA0681'ROAD, 51.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 LA0681'WOODEN CHURCH BUILDING, 4 FEET EAST OF A FENCE CORNER, 1.3 FEET
 LA0681'NORTHEAST OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 LA0681'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0681'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0589 ***********************************************************************
 LA0589  DESIGNATION -  C 126
 LA0589  PID         -  LA0589
 LA0589  STATE/COUNTY-  OH/VAN WERT
 LA0589  USGS QUAD   -  SCOTT (1988)
 LA0589
 LA0589                         *CURRENT SURVEY CONTROL
 LA0589  ___________________________________________________________________
 LA0589* NAD 83(1986)-  40 56 47.     (N)    084 35 31.     (W)     SCALED    
 LA0589* NAVD 88     -       229.881  (meters)     754.20   (feet)  ADJUSTED  
 LA0589  ___________________________________________________________________
 LA0589  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 LA0589  DYNAMIC HT  -         229.780 (meters)     753.87  (feet)  COMP
 LA0589  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 LA0589
 LA0589  VERT ORDER  -  SECOND    CLASS 0
 LA0589
 LA0589.The horizontal coordinates were scaled from a topographic map and have
 LA0589.an estimated accuracy of +/- 6 seconds.
 LA0589
 LA0589.The orthometric height was determined by differential leveling
 LA0589.and adjusted by the National Geodetic Survey in June 1991..
 LA0589
 LA0589.The geoid height was determined by GEOID03.
 LA0589
 LA0589.The dynamic height is computed by dividing the NAVD 88
 LA0589.geopotential number by the normal gravity value computed on the
 LA0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0589.degrees latitude (g = 980.6199 gals.).
 LA0589
 LA0589.The modeled gravity was interpolated from observed gravity values.
 LA0589
 LA0589;                    North         East    Units  Estimated Accuracy
 LA0589;SPC OH N     -   144,220.      423,880.      MT  (+/- 180 meters Scaled)
 LA0589
 LA0589                          SUPERSEDED SURVEY CONTROL
 LA0589
 LA0589  NGVD 29 (??/??/92)  230.039  (m)          754.72   (f) ADJ UNCH    2 0
 LA0589
 LA0589.Superseded values are not recommended for survey control.
 LA0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0589.See file dsdata.txt to determine how the superseded data were derived.
 LA0589
 LA0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL026355(NAD 83)
 LA0589_MARKER: DB = BENCH MARK DISK
 LA0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0589_STAMPING: C 126 1947
 LA0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0589+STABILITY: SURFACE MOTION
 LA0589
 LA0589  HISTORY     - Date     Condition        Report By
 LA0589  HISTORY     - 1947     MONUMENTED       CGS
 LA0589
 LA0589                          STATION DESCRIPTION
 LA0589
 LA0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0589'0.6 MI W FROM CAVETT.
 LA0589'ABOUT 0.55 MILE WEST ALONG A BLACK TOP ROAD FROM THE CINCINNATI
 LA0589'NORTHERN RAILROAD STATION AT CAVETT, AT A CROSS ROAD (GRAVEL
 LA0589'NORTH-BLACK TOP SOUTH), 20 FEET NORTH OF THE CENTER LINE OF THE
 LA0589'MAIN ROAD, 76 FEET WEST OF THE CENTER LINE OF THE CROSS ROAD,
 LA0589'110 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH
 LA0589'OF A FARM HOUSE, 60 FEET WEST OF THE CENTER OF A GRILL COVERED
 LA0589'DRAIN BOX, 13.3 FEET WEST OF TELEPHONE POLE NO. 1, 1 FOOT SOUTH
 LA0589'OF A WIRE FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 LA0589'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0589'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0576 ***********************************************************************
 LA0576  DESIGNATION -  C 127
 LA0576  PID         -  LA0576
 LA0576  STATE/COUNTY-  OH/MERCER
 LA0576  USGS QUAD   -  WILLSHIRE (1960)
 LA0576
 LA0576                         *CURRENT SURVEY CONTROL
 LA0576  ___________________________________________________________________
 LA0576* NAD 83(1995)-  40 39 18.79939(N)    084 45 57.31523(W)     ADJUSTED  
 LA0576* NAVD 88     -       252.337  (meters)     827.88   (feet)  ADJUSTED  
 LA0576  ___________________________________________________________________
 LA0576  X           -     442,056.662 (meters)                     COMP
 LA0576  Y           -  -4,825,583.619 (meters)                     COMP
 LA0576  Z           -   4,133,594.245 (meters)                     COMP
 LA0576  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 LA0576  ELLIP HEIGHT-         218.89  (meters)          (10/07/05) GPS OBS
 LA0576  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LA0576  DYNAMIC HT  -         252.220 (meters)     827.49  (feet)  COMP
 LA0576  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 LA0576
 LA0576  HORZ ORDER  -  FIRST
 LA0576  VERT ORDER  -  SECOND    CLASS 0
 LA0576  ELLP ORDER  -  FOURTH    CLASS I
 LA0576
 LA0576.The horizontal coordinates were established by GPS observations
 LA0576.and adjusted by the National Geodetic Survey in September 1997..
 LA0576
 LA0576.The orthometric height was determined by differential leveling
 LA0576.and adjusted by the National Geodetic Survey in June 1991..
 LA0576
 LA0576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0576
 LA0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0576
 LA0576.The ellipsoidal height was determined by GPS observations
 LA0576.and is referenced to NAD 83.
 LA0576
 LA0576.The geoid height was determined by GEOID03.
 LA0576
 LA0576.The dynamic height is computed by dividing the NAVD 88
 LA0576.geopotential number by the normal gravity value computed on the
 LA0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0576.degrees latitude (g = 980.6199 gals.).
 LA0576
 LA0576.The modeled gravity was interpolated from observed gravity values.
 LA0576
 LA0576;                    North         East     Units Scale Factor Converg.
 LA0576;SPC OH N     -   112,264.419   408,394.652   MT  0.99996490   -1 29 19.0
 LA0576;UTM  16      - 4,502,884.259   688,872.457   MT  1.00003911   +1 27 21.4
 LA0576
 LA0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0576!SPC OH N     -   0.99996566  x   0.99996490  =   0.99993057
 LA0576!UTM  16      -   0.99996566  x   1.00003911  =   1.00000477
 LA0576
 LA0576                          SUPERSEDED SURVEY CONTROL
 LA0576
 LA0576  NAVD 88 (09/04/97)  252.34   (m)          827.9    (f) LEVELING    3  
 LA0576  NGVD 29 (??/??/92)  252.494  (m)          828.39   (f) ADJ UNCH    2 0
 LA0576
 LA0576.Superseded values are not recommended for survey control.
 LA0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0576.See file dsdata.txt to determine how the superseded data were derived.
 LA0576
 LA0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8887202884(NAD 83)
 LA0576_MARKER: DB = BENCH MARK DISK
 LA0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0576_STAMPING: C 127
 LA0576_MARK LOGO: CGS   
 LA0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0576+STABILITY: SURFACE MOTION
 LA0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0576+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1995
 LA0576
 LA0576  HISTORY     - Date     Condition        Report By
 LA0576  HISTORY     - 1947     MONUMENTED       CGS
 LA0576  HISTORY     - 19950404 GOOD             ABW
 LA0576
 LA0576                          STATION DESCRIPTION
 LA0576
 LA0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0576'2 MI NE FROM CHATTANOOGA.
 LA0576'ABOUT 1.0 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE METHODIST
 LA0576'CHURCH AT CHATTANOOGA, THENCE ABOUT 1.0 MILE EAST ALONG STATE
 LA0576'HIGHWAY 707, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 51
 LA0576'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF THE
 LA0576'CENTER LINE OF THE ROAD NORTH, 27 FEET NORTH OF A FENCE CORNER,
 LA0576'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT WEST OF A
 LA0576'WIRE FENCE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LA0576'CONCRETE POST PROJECTING 3 INCHES.
 LA0576
 LA0576                          STATION RECOVERY (1995)
 LA0576
 LA0576'RECOVERY NOTE BY ABW MAPPING AND CONSULTING 1995 (GBW)
 LA0576'IN THE SOUTHWEST QUARTER OF SECTION 28, TOWN 4 SOUTH, RANGE 1 EAST,
 LA0576'BLACKCREEK TOWNSHIP, MERCER COUNTY, OHIO.  TO REACH FROM THE MERCER
 LA0576'COUNTY COURT HOUSE IN CELINA, TRAVEL NORTH ON US 127 FOR 7.0 MILES
 LA0576'(11.3 KM) TO ITS INTERSECTION WITH US 33, PROCEED NORTHWEST ON US 33
 LA0576'FOR 0.5 MILES (0.8 KM) TO IT INTERSECTION WITH STATE ROUTE 707,
 LA0576'PROCEED WEST ON STATE ROUTE 707 FOR 9.3 MILES (15.0 KM) TO ITS
 LA0576'INTERSECTION WITH GRAUBERGER ROAD.  MARK IS IN THE NORTHEAST QUADRANT
 LA0576'OF THE INTERSECTION OF STATE ROUTE 707 AND GRAUBERGER ROAD, 18 FEET
 LA0576'(5.5 M) EAST OF THE CENTERLINE OF GRAUBERGER ROAD, 48 FEET (14.6 M)
 LA0576'NORTH OF THE CENTERLINE OF STATE ROUTE 707, 16 FEET (4.9 M) NORTH OF A
 LA0576'POST, 65 FEET (19.8 M) WEST BY NORTHWEST OF AN ELECTRIC POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0558 ***********************************************************************
 LA0558  DESIGNATION -  C 128
 LA0558  PID         -  LA0558
 LA0558  STATE/COUNTY-  OH/MERCER
 LA0558  USGS QUAD   -  ERASTUS (1980)
 LA0558
 LA0558                         *CURRENT SURVEY CONTROL
 LA0558  ___________________________________________________________________
 LA0558* NAD 83(1986)-  40 32 44.     (N)    084 37 47.     (W)     SCALED    
 LA0558* NAVD 88     -       261.050  (meters)     856.46   (feet)  ADJUSTED  
 LA0558  ___________________________________________________________________
 LA0558  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LA0558  DYNAMIC HT  -         260.925 (meters)     856.05  (feet)  COMP
 LA0558  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 LA0558
 LA0558  VERT ORDER  -  SECOND    CLASS 0
 LA0558
 LA0558.The horizontal coordinates were scaled from a topographic map and have
 LA0558.an estimated accuracy of +/- 6 seconds.
 LA0558
 LA0558.The orthometric height was determined by differential leveling
 LA0558.and adjusted by the National Geodetic Survey in June 1991..
 LA0558
 LA0558.The geoid height was determined by GEOID03.
 LA0558
 LA0558.The dynamic height is computed by dividing the NAVD 88
 LA0558.geopotential number by the normal gravity value computed on the
 LA0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0558.degrees latitude (g = 980.6199 gals.).
 LA0558
 LA0558.The modeled gravity was interpolated from observed gravity values.
 LA0558
 LA0558;                    North         East    Units  Estimated Accuracy
 LA0558;SPC OH N     -    99,800.      419,610.      MT  (+/- 180 meters Scaled)
 LA0558
 LA0558                          SUPERSEDED SURVEY CONTROL
 LA0558
 LA0558  NGVD 29 (??/??/92)  261.206  (m)          856.97   (f) ADJ UNCH    2 0
 LA0558
 LA0558.Superseded values are not recommended for survey control.
 LA0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0558.See file dsdata.txt to determine how the superseded data were derived.
 LA0558
 LA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK007910(NAD 83)
 LA0558_MARKER: DB = BENCH MARK DISK
 LA0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0558_SP_SET: CULVERT
 LA0558_STAMPING: C 128 1947
 LA0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0558
 LA0558  HISTORY     - Date     Condition        Report By
 LA0558  HISTORY     - 1947     MONUMENTED       CGS
 LA0558
 LA0558                          STATION DESCRIPTION
 LA0558
 LA0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0558'3 MI W FROM CELINA.
 LA0558'ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY 29 FROM ITS JUNCTION
 LA0558'WITH U.S. HIGHWAY 127 AT CELINA, ABOUT 110 YARDS WEST OF THE
 LA0558'JUNCTION OF STATE HIGHWAY 118-SOUTH AND A GRAVEL ROAD LEADING
 LA0558'NORTH, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHWEST
 LA0558'WING WALL OF AN 8-FOOT CONCRETE CULVERT, 32 FEET NORTH OF AND
 LA0558'ABOUT 4 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1183 ***********************************************************************
 JZ1183  DESIGNATION -  C 129
 JZ1183  PID         -  JZ1183
 JZ1183  STATE/COUNTY-  OH/DARKE
 JZ1183  USGS QUAD   -  NEW MADISON (1984)
 JZ1183
 JZ1183                         *CURRENT SURVEY CONTROL
 JZ1183  ___________________________________________________________________
 JZ1183* NAD 83(1986)-  39 59 22.     (N)    084 42 42.     (W)     SCALED    
 JZ1183* NAVD 88     -       331.378  (meters)    1087.20   (feet)  ADJUSTED  
 JZ1183  ___________________________________________________________________
 JZ1183  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JZ1183  DYNAMIC HT  -         331.189 (meters)    1086.58  (feet)  COMP
 JZ1183  MODELED GRAV-     980,048.6   (mgal)                       NAVD 88
 JZ1183
 JZ1183  VERT ORDER  -  SECOND    CLASS 0
 JZ1183
 JZ1183.The horizontal coordinates were scaled from a topographic map and have
 JZ1183.an estimated accuracy of +/- 6 seconds.
 JZ1183
 JZ1183.The orthometric height was determined by differential leveling
 JZ1183.and adjusted by the National Geodetic Survey in June 1991..
 JZ1183
 JZ1183.The geoid height was determined by GEOID03.
 JZ1183
 JZ1183.The dynamic height is computed by dividing the NAVD 88
 JZ1183.geopotential number by the normal gravity value computed on the
 JZ1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1183.degrees latitude (g = 980.6199 gals.).
 JZ1183
 JZ1183.The modeled gravity was interpolated from observed gravity values.
 JZ1183
 JZ1183;                    North         East    Units  Estimated Accuracy
 JZ1183;SPC OH S     -   223,170.      411,130.      MT  (+/- 180 meters Scaled)
 JZ1183
 JZ1183                          SUPERSEDED SURVEY CONTROL
 JZ1183
 JZ1183  NGVD 29 (??/??/92)  331.520  (m)         1087.66   (f) ADJ UNCH    2 0
 JZ1183
 JZ1183.Superseded values are not recommended for survey control.
 JZ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1183.See file dsdata.txt to determine how the superseded data were derived.
 JZ1183
 JZ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK953290(NAD 83)
 JZ1183_MARKER: DB = BENCH MARK DISK
 JZ1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1183_STAMPING: C 129 1947
 JZ1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1183+STABILITY: SURFACE MOTION
 JZ1183
 JZ1183  HISTORY     - Date     Condition        Report By
 JZ1183  HISTORY     - 1947     MONUMENTED       CGS
 JZ1183
 JZ1183                          STATION DESCRIPTION
 JZ1183
 JZ1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1183'2.8 MI W FROM SAVONA.
 JZ1183'2.8 MILES WEST ALONG A BLACK TOP ROAD FROM ITS INTERSECTION
 JZ1183'WITH THE CINCINNATI NORTHERN RAILROAD AT SAVONA, AT A CURVE IN
 JZ1183'THE ROAD WITH TANGENTS EAST AND NORTHWEST AND THE JUNCTION OF A
 JZ1183'ROAD SOUTH, ABOUT 0.4 MILE WEST OF A BLACK TOP CROSS ROAD, 27
 JZ1183'FEET NORTH OF THE CENTER LINE OF THE EAST TANGENT OF THE ROAD,
 JZ1183'113 FEET EAST OF THE PROLONGED CENTER LINE OF THE ROAD SOUTH, 47
 JZ1183'FEET EAST OF A CONCRETE FENCE CORNER POST, 1.3 FEET SOUTH OF THE
 JZ1183'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1183'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1183'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0015 ***********************************************************************
 MC0015  DESIGNATION -  C 13
 MC0015  PID         -  MC0015
 MC0015  STATE/COUNTY-  OH/LORAIN
 MC0015  USGS QUAD   -  LORAIN (1979)
 MC0015
 MC0015                         *CURRENT SURVEY CONTROL
 MC0015  ___________________________________________________________________
 MC0015* NAD 83(1986)-  41 27 32.     (N)    082 10 33.     (W)     SCALED    
 MC0015* NAVD 88     -       186.194  (meters)     610.87   (feet)  ADJUSTED  
 MC0015  ___________________________________________________________________
 MC0015  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 MC0015  DYNAMIC HT  -         186.120 (meters)     610.63  (feet)  COMP
 MC0015  MODELED GRAV-     980,224.9   (mgal)                       NAVD 88
 MC0015
 MC0015  VERT ORDER  -  SECOND    CLASS 0
 MC0015
 MC0015.The horizontal coordinates were scaled from a topographic map and have
 MC0015.an estimated accuracy of +/- 6 seconds.
 MC0015
 MC0015.The orthometric height was determined by differential leveling
 MC0015.and adjusted by the National Geodetic Survey in June 1991..
 MC0015
 MC0015.The geoid height was determined by GEOID03.
 MC0015
 MC0015.The dynamic height is computed by dividing the NAVD 88
 MC0015.geopotential number by the normal gravity value computed on the
 MC0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0015.degrees latitude (g = 980.6199 gals.).
 MC0015
 MC0015.The modeled gravity was interpolated from observed gravity values.
 MC0015
 MC0015;                    North         East    Units  Estimated Accuracy
 MC0015;SPC OH N     -   199,070.      627,080.      MT  (+/- 180 meters Scaled)
 MC0015
 MC0015                          SUPERSEDED SURVEY CONTROL
 MC0015
 MC0015  NGVD 29 (??/??/92)  186.337  (m)          611.34   (f) ADJ UNCH    2 0
 MC0015
 MC0015.Superseded values are not recommended for survey control.
 MC0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0015.See file dsdata.txt to determine how the superseded data were derived.
 MC0015
 MC0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF017903(NAD 83)
 MC0015_MARKER: DB = BENCH MARK DISK
 MC0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0015_STAMPING: C 13 1934
 MC0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0015+STABILITY: SURFACE MOTION
 MC0015
 MC0015  HISTORY     - Date     Condition        Report By
 MC0015  HISTORY     - 1934     MONUMENTED       CGS
 MC0015  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0015  HISTORY     - 1987     MARK NOT FOUND   OHDT
 MC0015  HISTORY     - 19970526 MARK NOT FOUND   USPSQD
 MC0015
 MC0015                          STATION DESCRIPTION
 MC0015
 MC0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0015'AT LORAIN.
 MC0015'AT LORAIN, LORAIN COUNTY, ON THE NEW YORK, CHICAGO AND ST.
 MC0015'LOUIS RAILROAD, 26 YARDS WEST OF LONG AVENUE, 18.7 FEET SOUTH
 MC0015'OF THE SOUTH RAIL, 26.4 FEET NORTH OF THE FENCE AROUND THE
 MC0015'DIRECT ACTION STOVE CO. PROPERTY, AND ABOUT 6 INCHES BELOW THE
 MC0015'BASE OF THE RAIL.  A STANDARD DISK, STAMPED C 13 1934 AND SET
 MC0015'IN THE TOP OF A CONCRETE POST.
 MC0015
 MC0015                          STATION RECOVERY (1980)
 MC0015
 MC0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0015'NOT RECOVERED, THE DESCRIBED LOCATION IS NOW IN THE MIDDLE OF
 MC0015'NEW TRACKS.
 MC0015
 MC0015                          STATION RECOVERY (1987)
 MC0015
 MC0015'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0015'MARK NOT FOUND.
 MC0015
 MC0015                          STATION RECOVERY (1997)
 MC0015
 MC0015'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1317 ***********************************************************************
 JZ1317  DESIGNATION -  C 130
 JZ1317  PID         -  JZ1317
 JZ1317  STATE/COUNTY-  OH/PREBLE
 JZ1317  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ1317
 JZ1317                         *CURRENT SURVEY CONTROL
 JZ1317  ___________________________________________________________________
 JZ1317* NAD 83(1986)-  39 44 38.     (N)    084 35 08.     (W)     SCALED    
 JZ1317* NAVD 88     -       304.094  (meters)     997.68   (feet)  ADJUSTED  
 JZ1317  ___________________________________________________________________
 JZ1317  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JZ1317  DYNAMIC HT  -         303.918 (meters)     997.10  (feet)  COMP
 JZ1317  MODELED GRAV-     980,040.9   (mgal)                       NAVD 88
 JZ1317
 JZ1317  VERT ORDER  -  SECOND    CLASS 0
 JZ1317
 JZ1317.The horizontal coordinates were scaled from a topographic map and have
 JZ1317.an estimated accuracy of +/- 6 seconds.
 JZ1317
 JZ1317.The orthometric height was determined by differential leveling
 JZ1317.and adjusted by the National Geodetic Survey in June 1991..
 JZ1317
 JZ1317.The geoid height was determined by GEOID03.
 JZ1317
 JZ1317.The dynamic height is computed by dividing the NAVD 88
 JZ1317.geopotential number by the normal gravity value computed on the
 JZ1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1317.degrees latitude (g = 980.6199 gals.).
 JZ1317
 JZ1317.The modeled gravity was interpolated from observed gravity values.
 JZ1317
 JZ1317;                    North         East    Units  Estimated Accuracy
 JZ1317;SPC OH S     -   195,660.      421,270.      MT  (+/- 180 meters Scaled)
 JZ1317
 JZ1317                          SUPERSEDED SURVEY CONTROL
 JZ1317
 JZ1317  NGVD 29 (??/??/92)  304.256  (m)          998.21   (f) ADJ UNCH    2 0
 JZ1317
 JZ1317.Superseded values are not recommended for survey control.
 JZ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1317.See file dsdata.txt to determine how the superseded data were derived.
 JZ1317
 JZ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK068021(NAD 83)
 JZ1317_MARKER: DB = BENCH MARK DISK
 JZ1317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1317_SP_SET: CULVERT
 JZ1317_STAMPING: C 130 1947
 JZ1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1317
 JZ1317  HISTORY     - Date     Condition        Report By
 JZ1317  HISTORY     - 1947     MONUMENTED       CGS
 JZ1317  HISTORY     - 1960     GOOD             NGS
 JZ1317
 JZ1317                          STATION DESCRIPTION
 JZ1317
 JZ1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JZ1317'2.8 MI E FROM EATON.
 JZ1317'RECOVERED IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED.
 JZ1317'ABOUT 2.75 MILES E ALONG NO. 35 U.S. HIGHWAY FROM THE COURTHOUSE
 JZ1317'IN EATON, ABOUT 2.85 MILES W ALONG SAME FROM THE MAIN CORNER AT
 JZ1317'CROSSING OF NO. 503 OHIO HWY. IN WEST ALEXANDRIA, ABOUT 0.15
 JZ1317'MILE W OF DRIVE-IN THEATRE ENTRANCE, SET IN TOP OF 6.5-FOOT-LONG
 JZ1317'CONCRETE HEADWALL OF 15-INCH CULVERT UNDER HIGHWAY, 39 FEET E
 JZ1317'OF PROJECTED PLANE OF W WALL OF LONG BRICK HOUSE, 21 FEET S OF
 JZ1317'CENTER LINE OF HWY., 0.9 FOOT LOWER THAN PROPOSED NEW SURFACE
 JZ1317'OF SAME, AND 1.3 FEET W OF THE E END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0317 ***********************************************************************
 LA0317  DESIGNATION -  C 131
 LA0317  PID         -  LA0317
 LA0317  STATE/COUNTY-  OH/DARKE
 LA0317  USGS QUAD   -  COSMOS (1994)
 LA0317
 LA0317                         *CURRENT SURVEY CONTROL
 LA0317  ___________________________________________________________________
 LA0317* NAD 83(1986)-  40 18 31.     (N)    084 45 57.     (W)     SCALED    
 LA0317* NAVD 88     -       322.616  (meters)    1058.45   (feet)  ADJUSTED  
 LA0317  ___________________________________________________________________
 LA0317  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LA0317  DYNAMIC HT  -         322.452 (meters)    1057.91  (feet)  COMP
 LA0317  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 LA0317
 LA0317  VERT ORDER  -  SECOND    CLASS 0
 LA0317
 LA0317.The horizontal coordinates were scaled from a topographic map and have
 LA0317.an estimated accuracy of +/- 6 seconds.
 LA0317
 LA0317.The orthometric height was determined by differential leveling
 LA0317.and adjusted by the National Geodetic Survey in June 1991..
 LA0317
 LA0317.The geoid height was determined by GEOID03.
 LA0317
 LA0317.The dynamic height is computed by dividing the NAVD 88
 LA0317.geopotential number by the normal gravity value computed on the
 LA0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0317.degrees latitude (g = 980.6199 gals.).
 LA0317
 LA0317.The modeled gravity was interpolated from observed gravity values.
 LA0317
 LA0317;                    North         East    Units  Estimated Accuracy
 LA0317;SPC OH S     -   258,720.      407,390.      MT  (+/- 180 meters Scaled)
 LA0317
 LA0317                          SUPERSEDED SURVEY CONTROL
 LA0317
 LA0317  NGVD 29 (??/??/92)  322.766  (m)         1058.94   (f) ADJ UNCH    2 0
 LA0317
 LA0317.Superseded values are not recommended for survey control.
 LA0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0317.See file dsdata.txt to determine how the superseded data were derived.
 LA0317
 LA0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK898644(NAD 83)
 LA0317_MARKER: DB = BENCH MARK DISK
 LA0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0317_STAMPING: C 131 1947
 LA0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0317+STABILITY: SURFACE MOTION
 LA0317
 LA0317  HISTORY     - Date     Condition        Report By
 LA0317  HISTORY     - 1947     MONUMENTED       CGS
 LA0317
 LA0317                          STATION DESCRIPTION
 LA0317
 LA0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0317'2.2 MI W FROM ROSE HILL.
 LA0317'ABOUT 2.15 MILES WEST ALONG A BLACK TOP ROAD FROM THE CROSSROADS
 LA0317'AT ROSE HILL, ABOUT 0.5 MILE EAST OF THE CROSSROADS AT BUCKS
 LA0317'CORNER, ABOUT 0.1 MILE WEST OF A 10-FOOT CONCRETE BRIDGE, AT
 LA0317'A NORTH-SOUTH GRAVEL CROSSROAD, 260 FEET NOTHWEST AND ACROSS
 LA0317'THE NORTH-SOUTH ROAD FROM THE NORTHWEST CORNER OF A TWO STORY
 LA0317'IMITATION BRICK HOUSE, 105 FEET SOUTH OF THE CENTER LINE OF THE
 LA0317'EAST-WEST ROAD, 16 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 LA0317'ROAD, 1 FOOT EAST OF THE FENCE LINE, 2 FEET NORTH OF A WHITE
 LA0317'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE INTERSECTION, AND
 LA0317'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1329 ***********************************************************************
 JZ1329  DESIGNATION -  C 132
 JZ1329  PID         -  JZ1329
 JZ1329  STATE/COUNTY-  OH/PREBLE
 JZ1329  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1329
 JZ1329                         *CURRENT SURVEY CONTROL
 JZ1329  ___________________________________________________________________
 JZ1329* NAD 83(1986)-  39 40 12.     (N)    084 46 09.     (W)     SCALED    
 JZ1329* NAVD 88     -       329.851  (meters)    1082.19   (feet)  ADJUSTED  
 JZ1329  ___________________________________________________________________
 JZ1329  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JZ1329  DYNAMIC HT  -         329.659 (meters)    1081.56  (feet)  COMP
 JZ1329  MODELED GRAV-     980,033.3   (mgal)                       NAVD 88
 JZ1329
 JZ1329  VERT ORDER  -  SECOND    CLASS 0
 JZ1329
 JZ1329.The horizontal coordinates were scaled from a topographic map and have
 JZ1329.an estimated accuracy of +/- 6 seconds.
 JZ1329
 JZ1329.The orthometric height was determined by differential leveling
 JZ1329.and adjusted by the National Geodetic Survey in June 1991..
 JZ1329
 JZ1329.The geoid height was determined by GEOID03.
 JZ1329
 JZ1329.The dynamic height is computed by dividing the NAVD 88
 JZ1329.geopotential number by the normal gravity value computed on the
 JZ1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1329.degrees latitude (g = 980.6199 gals.).
 JZ1329
 JZ1329.The modeled gravity was interpolated from observed gravity values.
 JZ1329
 JZ1329;                    North         East    Units  Estimated Accuracy
 JZ1329;SPC OH S     -   187,840.      405,330.      MT  (+/- 180 meters Scaled)
 JZ1329
 JZ1329                          SUPERSEDED SURVEY CONTROL
 JZ1329
 JZ1329  NGVD 29 (??/??/92)  330.005  (m)         1082.69   (f) ADJ UNCH    2 0
 JZ1329
 JZ1329.Superseded values are not recommended for survey control.
 JZ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1329.See file dsdata.txt to determine how the superseded data were derived.
 JZ1329
 JZ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ913935(NAD 83)
 JZ1329_MARKER: DB = BENCH MARK DISK
 JZ1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1329_STAMPING: C 132 1947
 JZ1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1329+STABILITY: SURFACE MOTION
 JZ1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1329+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 JZ1329
 JZ1329  HISTORY     - Date     Condition        Report By
 JZ1329  HISTORY     - 1947     MONUMENTED       CGS
 JZ1329  HISTORY     - 20030609 GOOD             GEOCAC
 JZ1329
 JZ1329                          STATION DESCRIPTION
 JZ1329
 JZ1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1329'2.2 MI N FROM FAIRHAVEN.
 JZ1329'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 177 FROM THE PRESBYTERIAN
 JZ1329'CHURCH AT FAIRHAVEN, THENCE ABOUT 2.05 MILES NORTH ALONG A GRAVEL
 JZ1329'ROAD, AT THE T JUNCTION OF A ROAD LEADING EAST, 58 FEET EAST OF
 JZ1329'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 16 FEET SOUTH OF THE
 JZ1329'CENTER LINE OF THE ROAD EAST, 37.5 FEET WEST OF POWER POLE NO.
 JZ1329'123/211, 36 FEET EAST OF A FENCE CORNER POST, 1 FOOT NORTH OF THE
 JZ1329'FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1329'LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST
 JZ1329'PROJECTING 4 INCHES.
 JZ1329
 JZ1329                          STATION RECOVERY (2003)
 JZ1329
 JZ1329'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1329'39 40.217 84 46.156 (18 FT ACCURACY)
 JZ1329'FENCES AND POWER POLE ARE STILL STANDING.  WITNESS POST IS GONE.
 JZ1329'NORTH-SOUTH ROAD IS (PAVED) CONCORD-FAIRHAVEN ROAD.  ROAD LEADING EAST
 JZ1329'IS SILVER HART ROAD.
 JZ1329' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1398 ***********************************************************************
 JZ1398  DESIGNATION -  C 133
 JZ1398  PID         -  JZ1398
 JZ1398  STATE/COUNTY-  OH/PREBLE
 JZ1398  USGS QUAD   -  EATON SOUTH (1987)
 JZ1398
 JZ1398                         *CURRENT SURVEY CONTROL
 JZ1398  ___________________________________________________________________
 JZ1398* NAD 83(1986)-  39 38 53.     (N)    084 38 12.     (W)     SCALED    
 JZ1398* NAVD 88     -       267.821  (meters)     878.68   (feet)  ADJUSTED  
 JZ1398  ___________________________________________________________________
 JZ1398  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JZ1398  DYNAMIC HT  -         267.668 (meters)     878.17  (feet)  COMP
 JZ1398  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 JZ1398
 JZ1398  VERT ORDER  -  SECOND    CLASS 0
 JZ1398
 JZ1398.The horizontal coordinates were scaled from a topographic map and have
 JZ1398.an estimated accuracy of +/- 6 seconds.
 JZ1398
 JZ1398.The orthometric height was determined by differential leveling
 JZ1398.and adjusted by the National Geodetic Survey in June 1991..
 JZ1398
 JZ1398.The geoid height was determined by GEOID03.
 JZ1398
 JZ1398.The dynamic height is computed by dividing the NAVD 88
 JZ1398.geopotential number by the normal gravity value computed on the
 JZ1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1398.degrees latitude (g = 980.6199 gals.).
 JZ1398
 JZ1398.The modeled gravity was interpolated from observed gravity values.
 JZ1398
 JZ1398;                    North         East    Units  Estimated Accuracy
 JZ1398;SPC OH S     -   185,130.      416,640.      MT  (+/- 180 meters Scaled)
 JZ1398
 JZ1398                          SUPERSEDED SURVEY CONTROL
 JZ1398
 JZ1398  NGVD 29 (??/??/92)  267.987  (m)          879.22   (f) ADJ UNCH    2 0
 JZ1398
 JZ1398.Superseded values are not recommended for survey control.
 JZ1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1398.See file dsdata.txt to determine how the superseded data were derived.
 JZ1398
 JZ1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ027913(NAD 83)
 JZ1398_MARKER: DB = BENCH MARK DISK
 JZ1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1398_STAMPING: C 133 1947
 JZ1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1398+STABILITY: SURFACE MOTION
 JZ1398
 JZ1398  HISTORY     - Date     Condition        Report By
 JZ1398  HISTORY     - 1947     MONUMENTED       CGS
 JZ1398  HISTORY     - 1978     GOOD             DOD
 JZ1398
 JZ1398                          STATION DESCRIPTION
 JZ1398
 JZ1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1398'1.6 MI N FROM CAMDEN.
 JZ1398'1.55 MILES NORTH ALONG U.S. HIGHWAY 127 FROM ITS INTERSECTION
 JZ1398'WITH STATE HIGHWAY 725 AT CAMDEN, AT THE SOUTH END OF A ROAD
 JZ1398'SIDE PARK, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A ROAD
 JZ1398'LEADING EAST, 272 FEET SOUTH OF THE CENTER OF ROOFED WELL AT
 JZ1398'THE ROADSIDE PARK, 76 FEET WEST OF THE CENTER LINE OF THE
 JZ1398'HIGHWAY, 84 FEET EAST OF A FENCE CORNER, 34.5 FEET WEST OF A
 JZ1398'FENCE CORNER, 1.3 FEET NORTH OF THE SOUTH PARK FENCE LINE,
 JZ1398'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JZ1398'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1398'2 INCHES.
 JZ1398
 JZ1398                          STATION RECOVERY (1978)
 JZ1398
 JZ1398'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 JZ1398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0141 ***********************************************************************
 JZ0141  DESIGNATION -  C 134
 JZ0141  PID         -  JZ0141
 JZ0141  STATE/COUNTY-  OH/MONTGOMERY
 JZ0141  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0141
 JZ0141                         *CURRENT SURVEY CONTROL
 JZ0141  ___________________________________________________________________
 JZ0141* NAD 83(1986)-  39 37 49.     (N)    084 27 37.     (W)     SCALED    
 JZ0141* NAVD 88     -       296.653  (meters)     973.27   (feet)  ADJUSTED  
 JZ0141  ___________________________________________________________________
 JZ0141  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ0141  DYNAMIC HT  -         296.482 (meters)     972.71  (feet)  COMP
 JZ0141  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 JZ0141
 JZ0141  VERT ORDER  -  SECOND    CLASS 0
 JZ0141
 JZ0141.The horizontal coordinates were scaled from a topographic map and have
 JZ0141.an estimated accuracy of +/- 6 seconds.
 JZ0141
 JZ0141.The orthometric height was determined by differential leveling
 JZ0141.and adjusted by the National Geodetic Survey in June 1991..
 JZ0141
 JZ0141.The geoid height was determined by GEOID03.
 JZ0141
 JZ0141.The dynamic height is computed by dividing the NAVD 88
 JZ0141.geopotential number by the normal gravity value computed on the
 JZ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0141.degrees latitude (g = 980.6199 gals.).
 JZ0141
 JZ0141.The modeled gravity was interpolated from observed gravity values.
 JZ0141
 JZ0141;                    North         East    Units  Estimated Accuracy
 JZ0141;SPC OH S     -   182,810.      431,730.      MT  (+/- 180 meters Scaled)
 JZ0141
 JZ0141                          SUPERSEDED SURVEY CONTROL
 JZ0141
 JZ0141  NGVD 29 (??/??/92)  296.829  (m)          973.85   (f) ADJ UNCH    2 0
 JZ0141
 JZ0141.Superseded values are not recommended for survey control.
 JZ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0141.See file dsdata.txt to determine how the superseded data were derived.
 JZ0141
 JZ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ179898(NAD 83)
 JZ0141_MARKER: DB = BENCH MARK DISK
 JZ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0141_STAMPING: C 134 1947
 JZ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0141+STABILITY: SURFACE MOTION
 JZ0141
 JZ0141  HISTORY     - Date     Condition        Report By
 JZ0141  HISTORY     - 1947     MONUMENTED       CGS
 JZ0141  HISTORY     - 1959     MARK NOT FOUND   USGS
 JZ0141
 JZ0141                          STATION DESCRIPTION
 JZ0141
 JZ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0141'4 MI E FROM GRATIS.
 JZ0141'4.0 MILES EAST ALONG STATE HIGHWAY 725 FROM THE POST OFFICE AT
 JZ0141'GRATIS, ABOUT 0.4 MILE WEST OF THE INTERSECTION OF BROWNS RUN
 JZ0141'ROAD, ABOUT 1.15 MILES EAST OF THE MONTGOMERY-PREBLE COUNTY LINE,
 JZ0141'AT THE NORTHWEST CORNER OF THE UNITED BRETHREN CHURCH YARD, 41 FEET
 JZ0141'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 67 FEET NORTHWEST OF THE
 JZ0141'NORTHWEST CORNER OF THE CHURCH BUILDING, 14 FEET SOUTH OF A FENCE
 JZ0141'CORNER, 1 FOOT EAST OF THE CHURCH YARD FENCE, 2 FEET SOUTH OF
 JZ0141'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 JZ0141'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ0141
 JZ0141                          STATION RECOVERY (1959)
 JZ0141
 JZ0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JZ0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0835 ***********************************************************************
 JZ0835  DESIGNATION -  C 135
 JZ0835  PID         -  JZ0835
 JZ0835  STATE/COUNTY-  OH/BUTLER
 JZ0835  USGS QUAD   -  HAMILTON (1988)
 JZ0835
 JZ0835                         *CURRENT SURVEY CONTROL
 JZ0835  ___________________________________________________________________
 JZ0835* NAD 83(1986)-  39 25 34.     (N)    084 32 22.     (W)     SCALED    
 JZ0835* NAVD 88     -       184.599  (meters)     605.64   (feet)  ADJUSTED  
 JZ0835  ___________________________________________________________________
 JZ0835  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JZ0835  DYNAMIC HT  -         184.495 (meters)     605.30  (feet)  COMP
 JZ0835  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 JZ0835
 JZ0835  VERT ORDER  -  FIRST     CLASS II
 JZ0835
 JZ0835.The horizontal coordinates were scaled from a topographic map and have
 JZ0835.an estimated accuracy of +/- 6 seconds.
 JZ0835
 JZ0835.The orthometric height was determined by differential leveling
 JZ0835.and adjusted by the National Geodetic Survey in June 1991..
 JZ0835
 JZ0835.The geoid height was determined by GEOID03.
 JZ0835
 JZ0835.The dynamic height is computed by dividing the NAVD 88
 JZ0835.geopotential number by the normal gravity value computed on the
 JZ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0835.degrees latitude (g = 980.6199 gals.).
 JZ0835
 JZ0835.The modeled gravity was interpolated from observed gravity values.
 JZ0835
 JZ0835;                    North         East    Units  Estimated Accuracy
 JZ0835;SPC OH S     -   160,300.      424,420.      MT  (+/- 180 meters Scaled)
 JZ0835
 JZ0835                          SUPERSEDED SURVEY CONTROL
 JZ0835
 JZ0835  NGVD 29 (??/??/92)  184.781  (m)          606.24   (f) ADJ UNCH    1 2
 JZ0835
 JZ0835.Superseded values are not recommended for survey control.
 JZ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0835.See file dsdata.txt to determine how the superseded data were derived.
 JZ0835
 JZ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ117669(NAD 83)
 JZ0835_MARKER: DD = SURVEY DISK
 JZ0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0835_SP_SET: BRIDGE SIDEWALK
 JZ0835_STAMPING: C 135 1947
 JZ0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0835
 JZ0835  HISTORY     - Date     Condition        Report By
 JZ0835  HISTORY     - 1947     MONUMENTED       OHGS
 JZ0835  HISTORY     - 1947     GOOD             NGS
 JZ0835
 JZ0835                          STATION DESCRIPTION
 JZ0835
 JZ0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0835'AT HAMILTON.
 JZ0835'AT HAMILTON, ABOUT 2.35 MILES NORTH ALONG U.S. HIGHWAY 127 FROM
 JZ0835'THE COURT HOUSE, AT THE SOUTH CITY LIMITS OF NEW MIAMI, SET IN
 JZ0835'THE TOP OF THE NORTH END OF THE EAST BRIDGE SIDE WALK OF THE
 JZ0835'CONCRETE BRIDGE OVER THE GREAT MIAMI RIVER, 25 FEET EAST OF THE
 JZ0835'CENTER LINE OF THE HIGHWAY, 0.5 FOOT WEST OF THE CONCRETE
 JZ0835'BANISTER AND 0.5 FOOT ABOVE THE HIGHWAY.  NOTE-- FOUND UN-STAMPED
 JZ0835'AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0027 ***********************************************************************
 JZ0027  DESIGNATION -  C 136
 JZ0027  PID         -  JZ0027
 JZ0027  STATE/COUNTY-  OH/PREBLE
 JZ0027  USGS QUAD   -  BROOKVILLE (1987)
 JZ0027
 JZ0027                         *CURRENT SURVEY CONTROL
 JZ0027  ___________________________________________________________________
 JZ0027* NAD 83(1986)-  39 51 58.     (N)    084 29 04.     (W)     SCALED    
 JZ0027* NAVD 88     -       323.696  (meters)    1061.99   (feet)  ADJUSTED  
 JZ0027  ___________________________________________________________________
 JZ0027  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JZ0027  DYNAMIC HT  -         323.515 (meters)    1061.40  (feet)  COMP
 JZ0027  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 JZ0027
 JZ0027  VERT ORDER  -  SECOND    CLASS 0
 JZ0027
 JZ0027.The horizontal coordinates were scaled from a topographic map and have
 JZ0027.an estimated accuracy of +/- 6 seconds.
 JZ0027
 JZ0027.The orthometric height was determined by differential leveling
 JZ0027.and adjusted by the National Geodetic Survey in June 1991..
 JZ0027
 JZ0027.The geoid height was determined by GEOID03.
 JZ0027
 JZ0027.The dynamic height is computed by dividing the NAVD 88
 JZ0027.geopotential number by the normal gravity value computed on the
 JZ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0027.degrees latitude (g = 980.6199 gals.).
 JZ0027
 JZ0027.The modeled gravity was interpolated from observed gravity values.
 JZ0027
 JZ0027;                    North         East    Units  Estimated Accuracy
 JZ0027;SPC OH S     -   209,030.      430,230.      MT  (+/- 180 meters Scaled)
 JZ0027
 JZ0027                          SUPERSEDED SURVEY CONTROL
 JZ0027
 JZ0027  NGVD 29 (??/??/92)  323.862  (m)         1062.54   (f) ADJ UNCH    2 0
 JZ0027
 JZ0027.Superseded values are not recommended for survey control.
 JZ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0027.See file dsdata.txt to determine how the superseded data were derived.
 JZ0027
 JZ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK151159(NAD 83)
 JZ0027_MARKER: DB = BENCH MARK DISK
 JZ0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0027_STAMPING: C 136 1947
 JZ0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0027+STABILITY: SURFACE MOTION
 JZ0027
 JZ0027  HISTORY     - Date     Condition        Report By
 JZ0027  HISTORY     - 1947     MONUMENTED       CGS
 JZ0027  HISTORY     - 20041118 MARK NOT FOUND   INDIV
 JZ0027
 JZ0027                          STATION DESCRIPTION
 JZ0027
 JZ0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0027'3.5 MI SE FROM WEST SONORA.
 JZ0027'3.5 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ0027'OVERPASS OF STATE HIGHWAY 503 OVER THE TRACKS AT WEST SONORA,
 JZ0027'AT THE CROSSING OF THE PREBLE-MONTGOMERY COUNTY LINE ROAD, 36
 JZ0027'FEET WEST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 22 FEET
 JZ0027'SOUTHWEST OF THE SOUTHWEST RAIL, 14.5 FEET NORTHWEST OF A FENCE
 JZ0027'CORNER, 1 FOOT NORTHEAST OF THE RAILROAD R/W FENCE LINE, 14 FEET
 JZ0027'SOUTHEAST OF A TELEGRAPH POLE, 2 FEET SOUTHEAST OF A WHITE
 JZ0027'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACKS AND SET IN THE
 JZ0027'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK MAY BE REACHED
 JZ0027'FROM THE POST OFFICE AT WEST ALEXANDRIA BY GOING ABOUT 2.75
 JZ0027'MILES EAST ALONG U.S. HIGHWAY 35, THENCE ABOUT 8.55 MILES NORTH
 JZ0027'ALONG THE PREBLE-MONTGOMERY COUNTY LINE ROAD.  MARK IS ABOUT
 JZ0027'0.45 MILE NORTH ALONG THE COUNTY LINE ROAD FROM ITS INTERSECTION
 JZ0027'WITH U.S. HIGHWAY 40.
 JZ0027
 JZ0027                          STATION RECOVERY (2004)
 JZ0027
 JZ0027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0155 ***********************************************************************
 JZ0155  DESIGNATION -  C 137
 JZ0155  PID         -  JZ0155
 JZ0155  STATE/COUNTY-  OH/BUTLER
 JZ0155  USGS QUAD   -  MIDDLETOWN (1981)
 JZ0155
 JZ0155                         *CURRENT SURVEY CONTROL
 JZ0155  ___________________________________________________________________
 JZ0155* NAD 83(1986)-  39 32 00.     (N)    084 23 08.     (W)     SCALED    
 JZ0155* NAVD 88     -       198.581  (meters)     651.51   (feet)  ADJUSTED  
 JZ0155  ___________________________________________________________________
 JZ0155  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JZ0155  DYNAMIC HT  -         198.465 (meters)     651.13  (feet)  COMP
 JZ0155  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 JZ0155
 JZ0155  VERT ORDER  -  SECOND    CLASS 0
 JZ0155
 JZ0155.This mark is at Hook Fld Municipal Airport (MWO)
 JZ0155
 JZ0155.The horizontal coordinates were scaled from a topographic map and have
 JZ0155.an estimated accuracy of +/- 6 seconds.
 JZ0155
 JZ0155.The orthometric height was determined by differential leveling
 JZ0155.and adjusted by the National Geodetic Survey in June 1991..
 JZ0155
 JZ0155.The geoid height was determined by GEOID03.
 JZ0155
 JZ0155.The dynamic height is computed by dividing the NAVD 88
 JZ0155.geopotential number by the normal gravity value computed on the
 JZ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0155.degrees latitude (g = 980.6199 gals.).
 JZ0155
 JZ0155.The modeled gravity was interpolated from observed gravity values.
 JZ0155
 JZ0155;                    North         East    Units  Estimated Accuracy
 JZ0155;SPC OH S     -   171,910.      437,920.      MT  (+/- 180 meters Scaled)
 JZ0155
 JZ0155                          SUPERSEDED SURVEY CONTROL
 JZ0155
 JZ0155  NGVD 29 (??/??/92)  198.757  (m)          652.09   (f) ADJ UNCH    2 0
 JZ0155
 JZ0155.Superseded values are not recommended for survey control.
 JZ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0155.See file dsdata.txt to determine how the superseded data were derived.
 JZ0155
 JZ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ246792(NAD 83)
 JZ0155_MARKER: DB = BENCH MARK DISK
 JZ0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0155_SP_SET: BUILDING
 JZ0155_STAMPING: C 137 1947
 JZ0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0155
 JZ0155  HISTORY     - Date     Condition        Report By
 JZ0155  HISTORY     - 1947     MONUMENTED       CGS
 JZ0155
 JZ0155                          STATION DESCRIPTION
 JZ0155
 JZ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0155'0.5 MI N FROM MIDDLETOWN.
 JZ0155'0.5 MILE NORTH ALONG STATE HIGHWAY 4 FROM ITS JUNCTION WITH
 JZ0155'STATE HIGHWAY 73 IN THE NORTHEAST PART OF MIDDLETOWN, ABOUT
 JZ0155'1.05 MILES SOUTH ALONG STATE HIGHWAY 4 FROM ITS INTERSECTION
 JZ0155'WITH TRENTON-FRANKLIN ROAD AT POAST TOWN, 331 FEET WEST OF THE
 JZ0155'CENTER LINE OF THE HIGHWAY, IN THE NORTH WALL AND 1 FOOT WEST
 JZ0155'OF THE NORTHEAST CORNER OF THE EXPERIMENTAL SHOP OF THE AERONCA
 JZ0155'AIRPLANE FACTORY AT THE MIDDLETOWN MUNICIPAL AIRPORT, SET
 JZ0155'VERTICALLY 2.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0038 ***********************************************************************
 JZ0038  DESIGNATION -  C 138
 JZ0038  PID         -  JZ0038
 JZ0038  STATE/COUNTY-  OH/MIAMI
 JZ0038  USGS QUAD   -  TIPP CITY (1992)
 JZ0038
 JZ0038                         *CURRENT SURVEY CONTROL
 JZ0038  ___________________________________________________________________
 JZ0038* NAD 83(1986)-  39 54 53.     (N)    084 10 12.     (W)     SCALED    
 JZ0038* NAVD 88     -       248.384  (meters)     814.91   (feet)  ADJUSTED  
 JZ0038  ___________________________________________________________________
 JZ0038  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JZ0038  DYNAMIC HT  -         248.251 (meters)     814.47  (feet)  COMP
 JZ0038  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 JZ0038
 JZ0038  VERT ORDER  -  FIRST     CLASS II
 JZ0038
 JZ0038.The horizontal coordinates were scaled from a topographic map and have
 JZ0038.an estimated accuracy of +/- 6 seconds.
 JZ0038
 JZ0038.The orthometric height was determined by differential leveling
 JZ0038.and adjusted by the National Geodetic Survey in June 1991..
 JZ0038
 JZ0038.The geoid height was determined by GEOID03.
 JZ0038
 JZ0038.The dynamic height is computed by dividing the NAVD 88
 JZ0038.geopotential number by the normal gravity value computed on the
 JZ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0038.degrees latitude (g = 980.6199 gals.).
 JZ0038
 JZ0038.The modeled gravity was interpolated from observed gravity values.
 JZ0038
 JZ0038;                    North         East    Units  Estimated Accuracy
 JZ0038;SPC OH S     -   213,890.      457,230.      MT  (+/- 180 meters Scaled)
 JZ0038
 JZ0038                          SUPERSEDED SURVEY CONTROL
 JZ0038
 JZ0038  NGVD 29 (??/??/92)  248.580  (m)          815.55   (f) ADJ UNCH    1 2
 JZ0038
 JZ0038.Superseded values are not recommended for survey control.
 JZ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0038.See file dsdata.txt to determine how the superseded data were derived.
 JZ0038
 JZ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK418221(NAD 83)
 JZ0038_MARKER: DB = BENCH MARK DISK
 JZ0038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0038_SP_SET: HEADWALL
 JZ0038_STAMPING: C 138 1947
 JZ0038_MARK LOGO: CGS   
 JZ0038_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0038+STABILITY: SURFACE MOTION
 JZ0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0038+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 JZ0038
 JZ0038  HISTORY     - Date     Condition        Report By
 JZ0038  HISTORY     - 1947     MONUMENTED       CGS
 JZ0038  HISTORY     - 1967     GOOD             OH2090
 JZ0038  HISTORY     - 19930621 GOOD             NGS
 JZ0038  HISTORY     - 20041118 GOOD             INDIV
 JZ0038
 JZ0038                          STATION DESCRIPTION
 JZ0038
 JZ0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0038'3.2 MI S FROM TIPP CITY.
 JZ0038'3.15 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0038'STATION AT TIPP CITY, AT MILEAGE 70/32, 155 YARDS SOUTH OF THE
 JZ0038'CROSSING OF OLD SPRINGFIELD ROAD, ABOUT 0.15 MILE SOUTH OF
 JZ0038'SEMAPHORE 70/49, SET IN THE TOP OF THE NORTH END OF THE WEST
 JZ0038'HEAD WALL OF A 6-FOOT ARCH CONCRETE CULVERT, 34.5 FEET WEST
 JZ0038'OF THE WEST RAIL, 2 FEET SOUTH OF THE NORTH END OF THE HEAD
 JZ0038'WALL AND ABOUT 7 FEET BELOW THE TRACK.
 JZ0038
 JZ0038                          STATION RECOVERY (1967)
 JZ0038
 JZ0038'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967
 JZ0038'RECOVERED IN GOOD CONDITION.
 JZ0038
 JZ0038                          STATION RECOVERY (1993)
 JZ0038
 JZ0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0038'2.9 KM (1.80 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 JZ0038'JUNCTION OF INTERSTATE 70 IN DAYTON (EXIT 61), THENCE 3.1 KM (1.90
 JZ0038'MI) EASTERLY ALONG U.S. HIGHWAY 40, THENCE 4.4 KM (2.75 MI)
 JZ0038'NORTHERLY ALONG THE CHESSIE SYSTEM RAILROAD, IN TOP OF AND 0.6 M (2.0
 JZ0038'FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF AN ARCH
 JZ0038'CULVERT, 0.2 KM (0.10 MI) SOUTH OF THE INTERSECTION OF OLD
 JZ0038'SPRINGFIELD ROAD, 10.5 M (34.4 FT) WEST OF THE NEAR RAIL, AND 2.1 M
 JZ0038'(6.9 FT) BELOW THE LEVEL OF THE TRACK.
 JZ0038
 JZ0038                          STATION RECOVERY (2004)
 JZ0038
 JZ0038'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0078 ***********************************************************************
 JZ0078  DESIGNATION -  C 139
 JZ0078  PID         -  JZ0078
 JZ0078  STATE/COUNTY-  OH/MONTGOMERY
 JZ0078  USGS QUAD   -  MIAMISBURG (1987)
 JZ0078
 JZ0078                         *CURRENT SURVEY CONTROL
 JZ0078  ___________________________________________________________________
 JZ0078* NAD 83(1986)-  39 41 24.     (N)    084 15 13.     (W)     SCALED    
 JZ0078* NAVD 88     -       218.844  (meters)     717.99   (feet)  ADJUSTED  
 JZ0078  ___________________________________________________________________
 JZ0078  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JZ0078  DYNAMIC HT  -         218.722 (meters)     717.59  (feet)  COMP
 JZ0078  MODELED GRAV-     980,064.2   (mgal)                       NAVD 88
 JZ0078
 JZ0078  VERT ORDER  -  FIRST     CLASS II
 JZ0078
 JZ0078.The horizontal coordinates were scaled from a topographic map and have
 JZ0078.an estimated accuracy of +/- 6 seconds.
 JZ0078
 JZ0078.The orthometric height was determined by differential leveling
 JZ0078.and adjusted by the National Geodetic Survey in June 1991..
 JZ0078
 JZ0078.The geoid height was determined by GEOID03.
 JZ0078
 JZ0078.The dynamic height is computed by dividing the NAVD 88
 JZ0078.geopotential number by the normal gravity value computed on the
 JZ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0078.degrees latitude (g = 980.6199 gals.).
 JZ0078
 JZ0078.The modeled gravity was interpolated from observed gravity values.
 JZ0078
 JZ0078;                    North         East    Units  Estimated Accuracy
 JZ0078;SPC OH S     -   189,080.      449,590.      MT  (+/- 180 meters Scaled)
 JZ0078
 JZ0078                          SUPERSEDED SURVEY CONTROL
 JZ0078
 JZ0078  NGVD 29 (??/??/92)  219.042  (m)          718.64   (f) ADJ UNCH    1 2
 JZ0078
 JZ0078.Superseded values are not recommended for survey control.
 JZ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0078.See file dsdata.txt to determine how the superseded data were derived.
 JZ0078
 JZ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ355969(NAD 83)
 JZ0078_MARKER: DB = BENCH MARK DISK
 JZ0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0078_SP_SET: CULVERT
 JZ0078_STAMPING: C 139 1947
 JZ0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0078
 JZ0078  HISTORY     - Date     Condition        Report By
 JZ0078  HISTORY     - 1947     MONUMENTED       CGS
 JZ0078  HISTORY     - 20041118 MARK NOT FOUND   INDIV
 JZ0078
 JZ0078                          STATION DESCRIPTION
 JZ0078
 JZ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0078'6 MI S FROM DAYTON.
 JZ0078'6.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0078'UNION STATION AT DAYTON, ABOUT 4.2 MILES NORTH OF THE STATION AT
 JZ0078'MIAMISBURG, ABOUT 1.0 MILE SOUTH OF THE CROSSING OF APPLE ROAD,
 JZ0078'ABOUT 1.0 MILE NORTHEAST OF THE BRIDGE OVER PARTHIN CREEK, IN THE
 JZ0078'TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A 2-FOOT
 JZ0078'CONCRETE CULVERT, ABOUT 90 YARDS EAST AND ACROSS THE TRACK FROM
 JZ0078'MILE POST C 53-T149, 6.8 FEET NORTH OF THE NORTH RAIL AND ABOUT
 JZ0078'1 FOOT BELOW THE TRACK.
 JZ0078
 JZ0078                          STATION RECOVERY (2004)
 JZ0078
 JZ0078'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0078'MILE POST MARKER C 53 IS INTACT.  HEADWALL AND CULVERT ARE INTACT.
 JZ0078'HEADWALL HAS BEEN BUILT UP BY RAILROAD WITH TWO LAYERS OF TIES TO
 JZ0078'REDUCE EROSION OF BALAST FROM RAIL BED.  AS IS, MONUMENT CAN NOT BE
 JZ0078'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0437 ***********************************************************************
 JZ0437  DESIGNATION -  C 140
 JZ0437  PID         -  JZ0437
 JZ0437  STATE/COUNTY-  OH/BUTLER
 JZ0437  USGS QUAD   -  TRENTON (1987)
 JZ0437
 JZ0437                         *CURRENT SURVEY CONTROL
 JZ0437  ___________________________________________________________________
 JZ0437* NAD 83(1986)-  39 28 54.     (N)    084 26 31.     (W)     SCALED    
 JZ0437* NAVD 88     -       194.697  (meters)     638.77   (feet)  ADJUSTED  
 JZ0437  ___________________________________________________________________
 JZ0437  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JZ0437  DYNAMIC HT  -         194.585 (meters)     638.40  (feet)  COMP
 JZ0437  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 JZ0437
 JZ0437  VERT ORDER  -  FIRST     CLASS II
 JZ0437
 JZ0437.The horizontal coordinates were scaled from a topographic map and have
 JZ0437.an estimated accuracy of +/- 6 seconds.
 JZ0437
 JZ0437.The orthometric height was determined by differential leveling
 JZ0437.and adjusted by the National Geodetic Survey in June 1991..
 JZ0437
 JZ0437.The geoid height was determined by GEOID03.
 JZ0437
 JZ0437.The dynamic height is computed by dividing the NAVD 88
 JZ0437.geopotential number by the normal gravity value computed on the
 JZ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0437.degrees latitude (g = 980.6199 gals.).
 JZ0437
 JZ0437.The modeled gravity was interpolated from observed gravity values.
 JZ0437
 JZ0437;                    North         East    Units  Estimated Accuracy
 JZ0437;SPC OH S     -   166,280.      432,950.      MT  (+/- 180 meters Scaled)
 JZ0437
 JZ0437                          SUPERSEDED SURVEY CONTROL
 JZ0437
 JZ0437  NGVD 29 (??/??/92)  194.873  (m)          639.35   (f) ADJ UNCH    1 2
 JZ0437
 JZ0437.Superseded values are not recommended for survey control.
 JZ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0437.See file dsdata.txt to determine how the superseded data were derived.
 JZ0437
 JZ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ200733(NAD 83)
 JZ0437_MARKER: DB = BENCH MARK DISK
 JZ0437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0437_SP_SET: ABUTMENT
 JZ0437_STAMPING: C 140 1947
 JZ0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0437
 JZ0437  HISTORY     - Date     Condition        Report By
 JZ0437  HISTORY     - 1947     MONUMENTED       CGS
 JZ0437
 JZ0437                          STATION DESCRIPTION
 JZ0437
 JZ0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0437'1.1 MI W FROM EXCELLO.
 JZ0437'1.1 MILES WEST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 JZ0437'STATE HIGHWAY 4 AT EXCELLO, ABOUT 0.65 MILE EAST OF THE INTERSECTION
 JZ0437'OF THE BALTIMORE AND OHIO RAILROAD AT TRENTON, SET IN THE TOP OF
 JZ0437'THE NORTH END OF THE EAST ABUTMENT OF A 3-ARCH STEEL BRIDGE OVER
 JZ0437'THE GREAT MIAMI RIVER, 15 FEET NORTH OF THE CENTER LINE OF THE
 JZ0437'HIGHWAY, 4 FEET NORTH OF THE STEEL BEAM AND ABOUT 1.5 FEET BELOW
 JZ0437'THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0438 ***********************************************************************
 JZ0438  DESIGNATION -  C 140 RESET
 JZ0438  PID         -  JZ0438
 JZ0438  STATE/COUNTY-  OH/BUTLER
 JZ0438  USGS QUAD   -  TRENTON (1987)
 JZ0438
 JZ0438                         *CURRENT SURVEY CONTROL
 JZ0438  ___________________________________________________________________
 JZ0438* NAD 83(1986)-  39 28 54.     (N)    084 26 31.     (W)     SCALED    
 JZ0438* NAVD 88     -       195.47   (+/-2cm)     641.3    (feet)  VERTCON   
 JZ0438  ___________________________________________________________________
 JZ0438  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JZ0438
 JZ0438  VERT ORDER  -  THIRD (See Below)
 JZ0438
 JZ0438.The horizontal coordinates were scaled from a topographic map and have
 JZ0438.an estimated accuracy of +/- 6 seconds.
 JZ0438
 JZ0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ0438.The vertical order pertains to the NGVD 29 superseded value.
 JZ0438
 JZ0438.The geoid height was determined by GEOID03.
 JZ0438
 JZ0438;                    North         East    Units  Estimated Accuracy
 JZ0438;SPC OH S     -   166,280.      432,950.      MT  (+/- 180 meters Scaled)
 JZ0438
 JZ0438                          SUPERSEDED SURVEY CONTROL
 JZ0438
 JZ0438  NGVD 29 (??/??/??)  195.64   (m)          641.9    (f) RESET       3  
 JZ0438
 JZ0438.Superseded values are not recommended for survey control.
 JZ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0438.See file dsdata.txt to determine how the superseded data were derived.
 JZ0438
 JZ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ200733(NAD 83)
 JZ0438_MARKER: DB = BENCH MARK DISK
 JZ0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0438_SP_SET: ABUTMENT
 JZ0438_STAMPING: C 140 RESET 1965
 JZ0438_MARK LOGO: OHHD  
 JZ0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0438
 JZ0438  HISTORY     - Date     Condition        Report By
 JZ0438  HISTORY     - UNK      MONUMENTED       OHHD
 JZ0438  HISTORY     - 1965     GOOD             NGS
 JZ0438
 JZ0438                          STATION DESCRIPTION
 JZ0438
 JZ0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 JZ0438'1.4 MI W FROM EXCELLO.
 JZ0438'1.35 MILES WEST ALONG STATE HIGHWAY 73 FROM ITS JUNCTION WITH
 JZ0438'STATE HIGHWAY 4 AT EXCELLO, ABOUT 0.67 MILES EAST OF THE
 JZ0438'INTERSECTION OF THE BALTIMORE AND OHIO RAILROAD AT TRENTON, SET
 JZ0438'IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF AN 8 SPAN
 JZ0438'BRIDGE (CONCRETE DECK ON CONTINOUS STEEL BEAMS) OVER THE GREAT
 JZ0438'MIAMI RIVER, 34.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 JZ0438'AND ABOUT 0.8 FEET ABOVE THE SOUTH EDGE OF THE BRIDGE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0923 ***********************************************************************
 JZ0923  DESIGNATION -  C 141
 JZ0923  PID         -  JZ0923
 JZ0923  STATE/COUNTY-  OH/HAMILTON
 JZ0923  USGS QUAD   -  HARRISON (1996)
 JZ0923
 JZ0923                         *CURRENT SURVEY CONTROL
 JZ0923  ___________________________________________________________________
 JZ0923* NAD 83(1986)-  39 15 37.     (N)    084 48 44.     (W)     SCALED    
 JZ0923* NAVD 88     -       159.381  (meters)     522.90   (feet)  ADJUSTED  
 JZ0923  ___________________________________________________________________
 JZ0923  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ0923  DYNAMIC HT  -         159.288 (meters)     522.60  (feet)  COMP
 JZ0923  MODELED GRAV-     980,037.2   (mgal)                       NAVD 88
 JZ0923
 JZ0923  VERT ORDER  -  SECOND    CLASS 0
 JZ0923
 JZ0923.The horizontal coordinates were scaled from a topographic map and have
 JZ0923.an estimated accuracy of +/- 6 seconds.
 JZ0923
 JZ0923.The orthometric height was determined by differential leveling
 JZ0923.and adjusted by the National Geodetic Survey in June 1991..
 JZ0923
 JZ0923.The geoid height was determined by GEOID03.
 JZ0923
 JZ0923.The dynamic height is computed by dividing the NAVD 88
 JZ0923.geopotential number by the normal gravity value computed on the
 JZ0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0923.degrees latitude (g = 980.6199 gals.).
 JZ0923
 JZ0923.The modeled gravity was interpolated from observed gravity values.
 JZ0923
 JZ0923;                    North         East    Units  Estimated Accuracy
 JZ0923;SPC OH S     -   142,460.      400,470.      MT  (+/- 180 meters Scaled)
 JZ0923
 JZ0923                          SUPERSEDED SURVEY CONTROL
 JZ0923
 JZ0923  NGVD 29 (??/??/92)  159.573  (m)          523.53   (f) ADJ UNCH    2 0
 JZ0923
 JZ0923.Superseded values are not recommended for survey control.
 JZ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0923.See file dsdata.txt to determine how the superseded data were derived.
 JZ0923
 JZ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ887479(NAD 83)
 JZ0923_MARKER: DB = BENCH MARK DISK
 JZ0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0923_SP_SET: BUILDING
 JZ0923_STAMPING: C 141 1947
 JZ0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0923+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 JZ0923
 JZ0923  HISTORY     - Date     Condition        Report By
 JZ0923  HISTORY     - 1947     MONUMENTED       CGS
 JZ0923  HISTORY     - 20050930 GOOD             GEOCAC
 JZ0923
 JZ0923                          STATION DESCRIPTION
 JZ0923
 JZ0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0923'AT HARRISON.
 JZ0923'AT HARRISON, ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 52 THENCE
 JZ0923'ABOUT 1 BLOCK SOUTH ALONG A STREET FROM THE CITY HALL, AT THE
 JZ0923'HARRISON HIGH SCHOOL, SET VERTICALLY IN THE NORTH FACE OF THE
 JZ0923'CONCRETE WALL AT THE NORTHWEST CORNER OF THE SCHOOL, 1.1 FEET
 JZ0923'EAST OF THE NORTHWEST CORNER AND 2.2 FEET ABOVE THE GROUND.
 JZ0923
 JZ0923                          STATION RECOVERY (2005)
 JZ0923
 JZ0923'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ0923'N 39 15.629, W 84 48.723 (CONSUMER-GRADE GPS)
 JZ0923'THE SCHOOL IS NOW HARRISON ELEMENTARY.  IT IS AT THE INTERSECTION OF
 JZ0923'BROADWAY AND WASHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0973 ***********************************************************************
 JZ0973  DESIGNATION -  C 143
 JZ0973  PID         -  JZ0973
 JZ0973  STATE/COUNTY-  OH/BUTLER
 JZ0973  USGS QUAD   -  HARRISON (1996)
 JZ0973
 JZ0973                         *CURRENT SURVEY CONTROL
 JZ0973  ___________________________________________________________________
 JZ0973* NAD 83(1986)-  39 21 00.     (N)    084 46 46.     (W)     SCALED    
 JZ0973* NAVD 88     -       217.200  (meters)     712.60   (feet)  ADJUSTED  
 JZ0973  ___________________________________________________________________
 JZ0973  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JZ0973  DYNAMIC HT  -         217.076 (meters)     712.19  (feet)  COMP
 JZ0973  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 JZ0973
 JZ0973  VERT ORDER  -  SECOND    CLASS 0
 JZ0973
 JZ0973.The horizontal coordinates were scaled from a topographic map and have
 JZ0973.an estimated accuracy of +/- 6 seconds.
 JZ0973
 JZ0973.The orthometric height was determined by differential leveling
 JZ0973.and adjusted by the National Geodetic Survey in June 1991..
 JZ0973
 JZ0973.The geoid height was determined by GEOID03.
 JZ0973
 JZ0973.The dynamic height is computed by dividing the NAVD 88
 JZ0973.geopotential number by the normal gravity value computed on the
 JZ0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0973.degrees latitude (g = 980.6199 gals.).
 JZ0973
 JZ0973.The modeled gravity was interpolated from observed gravity values.
 JZ0973
 JZ0973;                    North         East    Units  Estimated Accuracy
 JZ0973;SPC OH S     -   152,350.      403,550.      MT  (+/- 180 meters Scaled)
 JZ0973
 JZ0973                          SUPERSEDED SURVEY CONTROL
 JZ0973
 JZ0973  NGVD 29 (??/??/92)  217.386  (m)          713.21   (f) ADJ UNCH    2 0
 JZ0973
 JZ0973.Superseded values are not recommended for survey control.
 JZ0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0973.See file dsdata.txt to determine how the superseded data were derived.
 JZ0973
 JZ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ913579(NAD 83)
 JZ0973_MARKER: DB = BENCH MARK DISK
 JZ0973_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0973_SP_SET: CULVERT
 JZ0973_STAMPING: C 143 1947
 JZ0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0973
 JZ0973  HISTORY     - Date     Condition        Report By
 JZ0973  HISTORY     - 1947     MONUMENTED       CGS
 JZ0973
 JZ0973                          STATION DESCRIPTION
 JZ0973
 JZ0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0973'1.2 MI NW FROM OKEANA.
 JZ0973'0.3 MILES NORTHWEST ALONG STATE HIGHWAY 126 FROM THE SCHOOL AT
 JZ0973'OKEANA, THENCE ABOUT 0.85 MILE WEST ALONG THE OKEANA-DREWSBURG
 JZ0973'ROAD, ABOUT 0.9 MILE EAST OF THE MACEDONIA CHRISTIAN CHURCH AT
 JZ0973'THE INTERSECTION OF CALIFORNIA ROAD, SET IN THE TOP OF THE
 JZ0973'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 24 INCH PIPE
 JZ0973'CULVERT, 11.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND
 JZ0973'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1001 ***********************************************************************
 JZ1001  DESIGNATION -  C 144
 JZ1001  PID         -  JZ1001
 JZ1001  STATE/COUNTY-  OH/HAMILTON
 JZ1001  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ1001
 JZ1001                         *CURRENT SURVEY CONTROL
 JZ1001  ___________________________________________________________________
 JZ1001* NAD 83(1986)-  39 14 43.     (N)    084 32 49.     (W)     SCALED    
 JZ1001* NAVD 88     -       221.331  (meters)     726.15   (feet)  ADJUSTED  
 JZ1001  ___________________________________________________________________
 JZ1001  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JZ1001  DYNAMIC HT  -         221.195 (meters)     725.70  (feet)  COMP
 JZ1001  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 JZ1001
 JZ1001  VERT ORDER  -  SECOND    CLASS 0
 JZ1001
 JZ1001.The horizontal coordinates were scaled from a topographic map and have
 JZ1001.an estimated accuracy of +/- 6 seconds.
 JZ1001
 JZ1001.The orthometric height was determined by differential leveling
 JZ1001.and adjusted by the National Geodetic Survey in June 1991..
 JZ1001
 JZ1001.The geoid height was determined by GEOID03.
 JZ1001
 JZ1001.The dynamic height is computed by dividing the NAVD 88
 JZ1001.geopotential number by the normal gravity value computed on the
 JZ1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1001.degrees latitude (g = 980.6199 gals.).
 JZ1001
 JZ1001.The modeled gravity was interpolated from observed gravity values.
 JZ1001
 JZ1001;                    North         East    Units  Estimated Accuracy
 JZ1001;SPC OH S     -   140,250.      423,320.      MT  (+/- 180 meters Scaled)
 JZ1001
 JZ1001                          SUPERSEDED SURVEY CONTROL
 JZ1001
 JZ1001  NGVD 29 (??/??/92)  221.509  (m)          726.73   (f) ADJ UNCH    2 0
 JZ1001
 JZ1001.Superseded values are not recommended for survey control.
 JZ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1001.See file dsdata.txt to determine how the superseded data were derived.
 JZ1001
 JZ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ116468(NAD 83)
 JZ1001_MARKER: DB = BENCH MARK DISK
 JZ1001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1001_SP_SET: BRIDGE
 JZ1001_STAMPING: C 144 1947
 JZ1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1001
 JZ1001  HISTORY     - Date     Condition        Report By
 JZ1001  HISTORY     - 1947     MONUMENTED       CGS
 JZ1001  HISTORY     - 20041124 MARK NOT FOUND   GEOCAC
 JZ1001
 JZ1001                          STATION DESCRIPTION
 JZ1001
 JZ1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1001'1 MI N FROM MOUNT HEALTHY.
 JZ1001'1.0 MILE NORTH ALONG U.S. HIGHWAY 127 FROM THE SECOND NATIONAL
 JZ1001'BANK AT MOUNT HEALTHY, SET IN THE TOP OF THE SOUTHEAST WING WALL
 JZ1001'OF A 40-FOOT CONCRETE BRIDGE OVER A CREEK, 24.0 FEET EAST OF THE
 JZ1001'CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE CONCRETE BANISTER
 JZ1001'AND 1 FOOT ABOVE THE HIGHWAY.
 JZ1001
 JZ1001                          STATION RECOVERY (2004)
 JZ1001
 JZ1001'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0456 ***********************************************************************
 JZ0456  DESIGNATION -  C 145
 JZ0456  PID         -  JZ0456
 JZ0456  STATE/COUNTY-  OH/HAMILTON
 JZ0456  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0456
 JZ0456                         *CURRENT SURVEY CONTROL
 JZ0456  ___________________________________________________________________
 JZ0456* NAD 83(1986)-  39 13 59.     (N)    084 27 52.     (W)     SCALED    
 JZ0456* NAVD 88     -       175.855  (meters)     576.95   (feet)  ADJUSTED  
 JZ0456  ___________________________________________________________________
 JZ0456  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ0456  DYNAMIC HT  -         175.746 (meters)     576.59  (feet)  COMP
 JZ0456  MODELED GRAV-     980,003.6   (mgal)                       NAVD 88
 JZ0456
 JZ0456  VERT ORDER  -  FIRST     CLASS II
 JZ0456
 JZ0456.The horizontal coordinates were scaled from a topographic map and have
 JZ0456.an estimated accuracy of +/- 6 seconds.
 JZ0456
 JZ0456.The orthometric height was determined by differential leveling
 JZ0456.and adjusted by the National Geodetic Survey in January 1994..
 JZ0456
 JZ0456.The geoid height was determined by GEOID03.
 JZ0456
 JZ0456.The dynamic height is computed by dividing the NAVD 88
 JZ0456.geopotential number by the normal gravity value computed on the
 JZ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0456.degrees latitude (g = 980.6199 gals.).
 JZ0456
 JZ0456.The modeled gravity was interpolated from observed gravity values.
 JZ0456
 JZ0456;                    North         East    Units  Estimated Accuracy
 JZ0456;SPC OH S     -   138,730.      430,410.      MT  (+/- 180 meters Scaled)
 JZ0456
 JZ0456                          SUPERSEDED SURVEY CONTROL
 JZ0456
 JZ0456  NAVD 88 (06/15/91)  175.856  (m)          576.95   (f) UNKNOWN     1 2
 JZ0456  NGVD 29 (??/??/92)  176.030  (m)          577.53   (f) ADJ UNCH    1 2
 JZ0456
 JZ0456.Superseded values are not recommended for survey control.
 JZ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0456.See file dsdata.txt to determine how the superseded data were derived.
 JZ0456
 JZ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ188457(NAD 83)
 JZ0456_MARKER: DB = BENCH MARK DISK
 JZ0456_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ0456_SP_SET: BRIDGE WINGWALL
 JZ0456_STAMPING: C 145 1947
 JZ0456_MARK LOGO: CGS   
 JZ0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0456+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ0456
 JZ0456  HISTORY     - Date     Condition        Report By
 JZ0456  HISTORY     - 1947     MONUMENTED       CGS
 JZ0456  HISTORY     - 19930604 GOOD             NGS
 JZ0456
 JZ0456                          STATION DESCRIPTION
 JZ0456
 JZ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0456'AT WYOMING.
 JZ0456'AT WYOMING, ALONG THE BALTIMORE AND OHIO RAILROAD, AT POLE
 JZ0456'12/15, SET IN THE TOP OF THE SOUTHEAST WING WALL OF TWIN ARCH
 JZ0456'BRIDGE NO. 123 OVER MILL CREEK, 14 FEET EAST OF THE EAST RAIL AND
 JZ0456'ABOUT 4.5 FEET BELOW THE TRACK.
 JZ0456
 JZ0456                          STATION RECOVERY (1993)
 JZ0456
 JZ0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0456'0.9 KM (0.55 MI) WESTERLY ALONG WYOMING AVENUE FROM THE CITY HALL IN
 JZ0456'WYOMING, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG THE CHESSIE SYSTEMS
 JZ0456'RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST END
 JZ0456'OF THE SOUTHEAST WINGWALL OF A RAILROAD BRIDGE SPANNING THE WEST FORK
 JZ0456'OF MILL CREEK, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE TRACK, AND 1.4 M
 JZ0456'(4.6 FT) EAST OF THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0810 ***********************************************************************
 MB0810  DESIGNATION -  C 147
 MB0810  PID         -  MB0810
 MB0810  STATE/COUNTY-  OH/MAHONING
 MB0810  USGS QUAD   -  LAKE MILTON (1979)
 MB0810
 MB0810                         *CURRENT SURVEY CONTROL
 MB0810  ___________________________________________________________________
 MB0810* NAD 83(1986)-  41 02 59.     (N)    080 59 12.     (W)     SCALED    
 MB0810* NAVD 88     -       315.379  (meters)    1034.71   (feet)  ADJUSTED  
 MB0810  ___________________________________________________________________
 MB0810  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB0810  DYNAMIC HT  -         315.236 (meters)    1034.24  (feet)  COMP
 MB0810  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 MB0810
 MB0810  VERT ORDER  -  SECOND    CLASS 0
 MB0810
 MB0810.The horizontal coordinates were scaled from a topographic map and have
 MB0810.an estimated accuracy of +/- 6 seconds.
 MB0810
 MB0810.The orthometric height was determined by differential leveling
 MB0810.and adjusted by the National Geodetic Survey in June 1991..
 MB0810
 MB0810.The geoid height was determined by GEOID03.
 MB0810
 MB0810.The dynamic height is computed by dividing the NAVD 88
 MB0810.geopotential number by the normal gravity value computed on the
 MB0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0810.degrees latitude (g = 980.6199 gals.).
 MB0810
 MB0810.The modeled gravity was interpolated from observed gravity values.
 MB0810
 MB0810;                    North         East    Units  Estimated Accuracy
 MB0810;SPC OH N     -   154,690.      727,220.      MT  (+/- 180 meters Scaled)
 MB0810
 MB0810                          SUPERSEDED SURVEY CONTROL
 MB0810
 MB0810  NGVD 29 (??/??/92)  315.548  (m)         1035.26   (f) ADJ UNCH    2 0
 MB0810
 MB0810.Superseded values are not recommended for survey control.
 MB0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0810.See file dsdata.txt to determine how the superseded data were derived.
 MB0810
 MB0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF011442(NAD 83)
 MB0810_MARKER: DB = BENCH MARK DISK
 MB0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0810_STAMPING: C 147 1949
 MB0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0810+STABILITY: SURFACE MOTION
 MB0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0810+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 MB0810
 MB0810  HISTORY     - Date     Condition        Report By
 MB0810  HISTORY     - 1949     MONUMENTED       CGS
 MB0810  HISTORY     - 1950     GOOD             NGS
 MB0810  HISTORY     - 20060401 GOOD             GEOCAC
 MB0810
 MB0810                          STATION DESCRIPTION
 MB0810
 MB0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0810'0.6 MI S FROM SHILLINGS MILL.
 MB0810'ABOUT 0.6 MILE SOUTH ALONG BEDELL ROAD FROM THE SOUTH END OF THE
 MB0810'BRIDGE OVER THE MAHONING RIVER AT SHILLINGS MILL AND ABOUT 150
 MB0810'YARDS NORTH OF MOCK ROAD, AT A FARM PLACE.  IT IS 26.5 FEET WEST
 MB0810'OF THE CENTERLINE OF BEDELL ROAD, 20.4 FEET SOUTHEAST OF THE
 MB0810'SOUTHEAST CORNER OF A 2 STORY CEMENT BLOCK HOUSE, 8 FEET
 MB0810'NORTHWEST OF AN APPLE TREE, 2 FEET NORTH OF A WHITE WITNESS POST
 MB0810'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK
 MB0810'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MB0810
 MB0810                          STATION RECOVERY (2006)
 MB0810
 MB0810'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1158 ***********************************************************************
 KY1158  DESIGNATION -  C 148
 KY1158  PID         -  KY1158
 KY1158  STATE/COUNTY-  OH/MAHONING
 KY1158  USGS QUAD   -  NEW MIDDLETOWN (1988)
 KY1158
 KY1158                         *CURRENT SURVEY CONTROL
 KY1158  ___________________________________________________________________
 KY1158* NAD 83(1986)-  40 59 43.     (N)    080 31 50.     (W)     SCALED    
 KY1158* NAVD 88     -       369.876  (meters)    1213.50   (feet)  ADJUSTED  
 KY1158  ___________________________________________________________________
 KY1158  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KY1158  DYNAMIC HT  -         369.701 (meters)    1212.93  (feet)  COMP
 KY1158  MODELED GRAV-     980,140.7   (mgal)                       NAVD 88
 KY1158
 KY1158  VERT ORDER  -  SECOND    CLASS 0
 KY1158
 KY1158.The horizontal coordinates were scaled from a topographic map and have
 KY1158.an estimated accuracy of +/- 6 seconds.
 KY1158
 KY1158.The orthometric height was determined by differential leveling
 KY1158.and adjusted by the National Geodetic Survey in June 1991..
 KY1158
 KY1158.The geoid height was determined by GEOID03.
 KY1158
 KY1158.The dynamic height is computed by dividing the NAVD 88
 KY1158.geopotential number by the normal gravity value computed on the
 KY1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1158.degrees latitude (g = 980.6199 gals.).
 KY1158
 KY1158.The modeled gravity was interpolated from observed gravity values.
 KY1158
 KY1158;                    North         East    Units  Estimated Accuracy
 KY1158;SPC OH N     -   149,410.      765,690.      MT  (+/- 180 meters Scaled)
 KY1158
 KY1158                          SUPERSEDED SURVEY CONTROL
 KY1158
 KY1158  NGVD 29 (??/??/92)  370.039  (m)         1214.04   (f) ADJ UNCH    2 0
 KY1158
 KY1158.Superseded values are not recommended for survey control.
 KY1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1158.See file dsdata.txt to determine how the superseded data were derived.
 KY1158
 KY1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF394383(NAD 83)
 KY1158_MARKER: DB = BENCH MARK DISK
 KY1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1158_STAMPING: C 148 1949
 KY1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1158+STABILITY: SURFACE MOTION
 KY1158
 KY1158  HISTORY     - Date     Condition        Report By
 KY1158  HISTORY     - 1949     MONUMENTED       CGS
 KY1158  HISTORY     - 1950     GOOD             NGS
 KY1158
 KY1158                          STATION DESCRIPTION
 KY1158
 KY1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1158'2.8 MI NE FROM SMITH CORNERS.
 KY1158'ABOUT 2.8 MILES NORTHEAST ALONG ARREL ROAD FROM THE JUNCTION
 KY1158'OF STATE HIGHWAY 90, WESTERN RESERVE ROAD AND ARREL ROAD AT SMITH
 KY1158'CORNERS, ABOUT 0.6 MILE EAST OF KANSAS ROAD ALONG ARREL ROAD
 KY1158'AT A TRANSFORMER AND ACROSS THE ROAD FROM A 1 STORY FRAME HOUSE,
 KY1158'50 FEET SOUTH OF THE CENTERLINE OF ARREL ROAD, 4.5 FEET NORTHEAST
 KY1158'OF THE SOUTHEAST CORNER OF A PICKET FENCE SURROUNDING TRANSFORMER,
 KY1158'39 FEET NORTHWEST OF WEST END OF STEEL CULVERT UNDER DRIVEWAY
 KY1158'TO TRANSFORMER.  IT IS 2 FEET NORTHWEST OF A WHITE WITNESS POST
 KY1158'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE CENTER OF ARREL ROAD.
 KY1158'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTING
 KY1158'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1187 ***********************************************************************
 KY1187  DESIGNATION -  C 149
 KY1187  PID         -  KY1187
 KY1187  STATE/COUNTY-  OH/MAHONING
 KY1187  USGS QUAD   -  COLUMBIANA (1994)
 KY1187
 KY1187                         *CURRENT SURVEY CONTROL
 KY1187  ___________________________________________________________________
 KY1187* NAD 83(1986)-  40 54 52.     (N)    080 37 55.     (W)     SCALED    
 KY1187* NAVD 88     -       343.897  (meters)    1128.27   (feet)  ADJUSTED  
 KY1187  ___________________________________________________________________
 KY1187  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KY1187  DYNAMIC HT  -         343.729 (meters)    1127.72  (feet)  COMP
 KY1187  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 KY1187
 KY1187  VERT ORDER  -  SECOND    CLASS 0
 KY1187
 KY1187.The horizontal coordinates were scaled from a topographic map and have
 KY1187.an estimated accuracy of +/- 6 seconds.
 KY1187
 KY1187.The orthometric height was determined by differential leveling
 KY1187.and adjusted by the National Geodetic Survey in June 1991..
 KY1187
 KY1187.The geoid height was determined by GEOID03.
 KY1187
 KY1187.The dynamic height is computed by dividing the NAVD 88
 KY1187.geopotential number by the normal gravity value computed on the
 KY1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1187.degrees latitude (g = 980.6199 gals.).
 KY1187
 KY1187.The modeled gravity was interpolated from observed gravity values.
 KY1187
 KY1187;                    North         East    Units  Estimated Accuracy
 KY1187;SPC OH N     -   140,250.      757,350.      MT  (+/- 180 meters Scaled)
 KY1187
 KY1187                          SUPERSEDED SURVEY CONTROL
 KY1187
 KY1187  NGVD 29 (??/??/92)  344.047  (m)         1128.76   (f) ADJ UNCH    2 0
 KY1187
 KY1187.Superseded values are not recommended for survey control.
 KY1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1187.See file dsdata.txt to determine how the superseded data were derived.
 KY1187
 KY1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF309293(NAD 83)
 KY1187_MARKER: DB = BENCH MARK DISK
 KY1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1187_STAMPING: C 149 1949
 KY1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1187+STABILITY: SURFACE MOTION
 KY1187
 KY1187  HISTORY     - Date     Condition        Report By
 KY1187  HISTORY     - 1949     MONUMENTED       CGS
 KY1187  HISTORY     - 1950     GOOD             NGS
 KY1187
 KY1187                          STATION DESCRIPTION
 KY1187
 KY1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1187'3.3 MI SE FROM NORTH LIMA.
 KY1187'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 165 FROM ITS INTERSECTION
 KY1187'WITH STATE HIGHWAY 7 AT NORTH LIMA, THENCE ABOUT 2.1 MILES
 KY1187'SOUTH ALONG THE BEAVER-SPRINGFIELD ROAD, AT THE JUNCTION OF THE
 KY1187'BEAVER-SPRINGFIELD ROAD AND THE GARFIELD-PETERSBURG ROAD, 25.5 FEET
 KY1187'WEST OF THE CENTERLINE OF THE BEAVER-SPRINGFIELD ROAD, 42 FEET
 KY1187'NORTH OF THE EXTENDED CENTERLINE OF THE GARFIELD-PETERSBURG
 KY1187'ROAD, 125 FEET SOUTH OF THE SOUTHEAST CORNER OF A 1 STORY
 KY1187'BRICK BUILDING, 2 FEET NORTHWEST OF CORNER FENCE POST.  IT IS
 KY1187'2 FEET WEST OF A WHITE WITNESS POST AND ABOUT 1 FOOT BELOW
 KY1187'THE LEVEL OF THE CENTER OF THE BEAVER-SPRINGFIELD ROAD.  A
 KY1187'STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTING
 KY1187'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1069 ***********************************************************************
 MB1069  DESIGNATION -  C 15
 MB1069  PID         -  MB1069
 MB1069  STATE/COUNTY-  OH/GEAUGA
 MB1069  USGS QUAD   -  CHARDON (1994)
 MB1069
 MB1069                         *CURRENT SURVEY CONTROL
 MB1069  ___________________________________________________________________
 MB1069* NAD 83(1995)-  41 34 21.48883(N)    081 11 45.77260(W)     ADJUSTED  
 MB1069* NAVD 88     -       356.815  (meters)    1170.65   (feet)  ADJUSTED  
 MB1069  ___________________________________________________________________
 MB1069  X           -     731,425.204 (meters)                     COMP
 MB1069  Y           -  -4,722,564.740 (meters)                     COMP
 MB1069  Z           -   4,210,425.075 (meters)                     COMP
 MB1069  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 MB1069  ELLIP HEIGHT-         322.80  (meters)          (04/01/98) GPS OBS
 MB1069  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB1069  DYNAMIC HT  -         356.669 (meters)    1170.17  (feet)  COMP
 MB1069  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 MB1069
 MB1069  HORZ ORDER  -  THIRD
 MB1069  VERT ORDER  -  SECOND    CLASS 0
 MB1069  ELLP ORDER  -  FOURTH    CLASS I
 MB1069
 MB1069.The horizontal coordinates were established by GPS observations
 MB1069.and adjusted by the National Geodetic Survey in April 1998..
 MB1069
 MB1069.The orthometric height was determined by differential leveling
 MB1069.and adjusted by the National Geodetic Survey in June 1991..
 MB1069
 MB1069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1069
 MB1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1069
 MB1069.The ellipsoidal height was determined by GPS observations
 MB1069.and is referenced to NAD 83.
 MB1069
 MB1069.The geoid height was determined by GEOID03.
 MB1069
 MB1069.The dynamic height is computed by dividing the NAVD 88
 MB1069.geopotential number by the normal gravity value computed on the
 MB1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1069.degrees latitude (g = 980.6199 gals.).
 MB1069
 MB1069.The modeled gravity was interpolated from observed gravity values.
 MB1069
 MB1069;                    North         East     Units Scale Factor Converg.
 MB1069;SPC OH N     -   212,467.512   708,746.807   MT  0.99997793   +0 51 23.9
 MB1069;UTM  17      - 4,602,346.792   483,655.588   MT  0.99960329   -0 07 48.3
 MB1069
 MB1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1069!SPC OH N     -   0.99994937  x   0.99997793  =   0.99992730
 MB1069!UTM  17      -   0.99994937  x   0.99960329  =   0.99955268
 MB1069
 MB1069                          SUPERSEDED SURVEY CONTROL
 MB1069
 MB1069  NAD 83(1986)-  41 34 21.49763(N)    081 11 45.78386(W) AD(       ) 3
 MB1069  NAD 27      -  41 34 21.30136(N)    081 11 46.38343(W) AD(       ) 3
 MB1069  NGVD 29 (??/??/92)  357.018  (m)         1171.32   (f) ADJ UNCH    2 0
 MB1069
 MB1069.Superseded values are not recommended for survey control.
 MB1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1069.See file dsdata.txt to determine how the superseded data were derived.
 MB1069
 MB1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8365602347(NAD 83)
 MB1069_MARKER: DB = BENCH MARK DISK
 MB1069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1069_SP_SET: BRIDGE
 MB1069_STAMPING: C 15 1934
 MB1069_MARK LOGO: CGS   
 MB1069_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1069+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1987
 MB1069
 MB1069  HISTORY     - Date     Condition        Report By
 MB1069  HISTORY     - 1934     MONUMENTED       CGS
 MB1069  HISTORY     - 1986     GOOD             NGS
 MB1069  HISTORY     - 19871023 GOOD
 MB1069
 MB1069                          STATION DESCRIPTION
 MB1069
 MB1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1069'1.2 MI SE FROM CHARDON.
 MB1069'1.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB1069'FROM THE STATION AT CHARDON, GEAUGA COUNTY, 189 YARDS EAST OF THE
 MB1069'TWENTY-FIFTH POLE NORTHWEST OF MILEPOST 123, AT BRIDGE 334, IN
 MB1069'THE TOP OF AN ABUTMENT, 1.8 YARDS NORTH OF THE SOUTH EDGE OF THE
 MB1069'WEST WINGWALL, 4.8 YARDS SOUTH OF THE SOUTH RAIL OF THE SOUTH
 MB1069'TRACK, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MB1069'STANDARD DISK, STAMPED C 15 1934.
 MB1069
 MB1069                          STATION RECOVERY (1986)
 MB1069
 MB1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MB1069'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF HAMBDEN, 2.0 MILE
 MB1069'NORTHWEST OF AQUILLA AND 0.5 MILE SOUTHEAST OF CHARDON IN THE SOUTH
 MB1069'WEST ABUTMENT OF AN BALTIMORE AND OHIO RAILWAY.  OWNERSHIP
 MB1069'BALTIMORE AND OHIO RAILWAY.
 MB1069'TO REACH FROM THE JUNCTION OF US HIGHWAY 6 AND STATE HIGHWAY 44 IN
 MB1069'CHARDON.  GO SOUTH ON STATE HIGHWAY 44 FOR 0.3 MILES TO AQUILLA ROAD
 MB1069'ON LEFT.  TURN LEFT, SOUTHEAST, FOR 0.45 MILES TO THE RAILROAD
 MB1069'OVERPASS AND THE STATION IN THE SECOND STEP OF THE SOUTHWEST ABUTMENT
 MB1069'ABOUT 4 METERS HIGHER THAN ROAD.
 MB1069'THE MARK IS STANDARD CGS BENCHMARK DISK STAMPED -- C 15 1934-- SET IN
 MB1069'THE TOP OF A RAILROAD BRIDGE ABUTMENT.  IT IS 5.5 METERS WEST OF THE
 MB1069'ROAD CENTERLINE AND 3.0 METERS SOUTHEAST OF SOUTH RAILING OF RAILROAD
 MB1069'BRIDGE.
 MB1069'DESCRIBED BY B.L. LAMBERT.  TYPED BY JAMES MALONEY 9/09/87.
 MB1069
 MB1069                          STATION RECOVERY (1987)
 MB1069
 MB1069'RECOVERED 1987
 MB1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1205 ***********************************************************************
 KY1205  DESIGNATION -  C 150
 KY1205  PID         -  KY1205
 KY1205  STATE/COUNTY-  OH/COLUMBIANA
 KY1205  USGS QUAD   -  SALEM (1994)
 KY1205
 KY1205                         *CURRENT SURVEY CONTROL
 KY1205  ___________________________________________________________________
 KY1205* NAD 83(1986)-  40 54 06.     (N)    080 50 36.     (W)     SCALED    
 KY1205* NAVD 88     -       387.391  (meters)    1270.97   (feet)  ADJUSTED  
 KY1205  ___________________________________________________________________
 KY1205  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY1205  DYNAMIC HT  -         387.206 (meters)    1270.36  (feet)  COMP
 KY1205  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 KY1205
 KY1205  VERT ORDER  -  SECOND    CLASS 0
 KY1205
 KY1205.The horizontal coordinates were scaled from a topographic map and have
 KY1205.an estimated accuracy of +/- 6 seconds.
 KY1205
 KY1205.The orthometric height was determined by differential leveling
 KY1205.and adjusted by the National Geodetic Survey in June 1991..
 KY1205
 KY1205.The geoid height was determined by GEOID03.
 KY1205
 KY1205.The dynamic height is computed by dividing the NAVD 88
 KY1205.geopotential number by the normal gravity value computed on the
 KY1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1205.degrees latitude (g = 980.6199 gals.).
 KY1205
 KY1205.The modeled gravity was interpolated from observed gravity values.
 KY1205
 KY1205;                    North         East    Units  Estimated Accuracy
 KY1205;SPC OH N     -   138,470.      739,580.      MT  (+/- 180 meters Scaled)
 KY1205
 KY1205                          SUPERSEDED SURVEY CONTROL
 KY1205
 KY1205  NGVD 29 (??/??/92)  387.537  (m)         1271.44   (f) ADJ UNCH    2 0
 KY1205
 KY1205.Superseded values are not recommended for survey control.
 KY1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1205.See file dsdata.txt to determine how the superseded data were derived.
 KY1205
 KY1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF131278(NAD 83)
 KY1205_MARKER: DB = BENCH MARK DISK
 KY1205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1205_SP_SET: BUILDING
 KY1205_STAMPING: C 120 1949
 KY1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1205+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2006
 KY1205
 KY1205  HISTORY     - Date     Condition        Report By
 KY1205  HISTORY     - 1949     MONUMENTED       CGS
 KY1205  HISTORY     - 1950     GOOD             NGS
 KY1205  HISTORY     - 20060629 GOOD             GEOCAC
 KY1205
 KY1205                          STATION DESCRIPTION
 KY1205
 KY1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1205'0.5 MI E FROM SALEM.
 KY1205'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 KY1205'AT SALEM, IN THE SOUTH FACE OF THE NEW ADDITION OF THE
 KY1205'MC KINLEY GRADE SCHOOL, 4 FEET WEST OF THE SOUTHEAST CORNER.
 KY1205'A STANDARD DISK CEMENTED IN A DRILLED HOLE AND ABOUT 2.5 FEET
 KY1205'ABOVE THE LEVEL OF THE GROUND.
 KY1205
 KY1205                          STATION RECOVERY (2006)
 KY1205
 KY1205'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0902 ***********************************************************************
 MB0902  DESIGNATION -  C 152
 MB0902  PID         -  MB0902
 MB0902  STATE/COUNTY-  OH/TRUMBULL
 MB0902  USGS QUAD   -  GIRARD (1994)
 MB0902
 MB0902                         *CURRENT SURVEY CONTROL
 MB0902  ___________________________________________________________________
 MB0902* NAD 83(1986)-  41 14 13.     (N)    080 42 45.     (W)     SCALED    
 MB0902* NAVD 88     -       327.460  (meters)    1074.34   (feet)  ADJUSTED  
 MB0902  ___________________________________________________________________
 MB0902  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0902  DYNAMIC HT  -         327.316 (meters)    1073.87  (feet)  COMP
 MB0902  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 MB0902
 MB0902  VERT ORDER  -  SECOND    CLASS 0
 MB0902
 MB0902.The horizontal coordinates were scaled from a topographic map and have
 MB0902.an estimated accuracy of +/- 6 seconds.
 MB0902
 MB0902.The orthometric height was determined by differential leveling
 MB0902.and adjusted by the National Geodetic Survey in June 1991..
 MB0902
 MB0902.The geoid height was determined by GEOID03.
 MB0902
 MB0902.The dynamic height is computed by dividing the NAVD 88
 MB0902.geopotential number by the normal gravity value computed on the
 MB0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0902.degrees latitude (g = 980.6199 gals.).
 MB0902
 MB0902.The modeled gravity was interpolated from observed gravity values.
 MB0902
 MB0902;                    North         East    Units  Estimated Accuracy
 MB0902;SPC OH N     -   175,910.      749,830.      MT  (+/- 180 meters Scaled)
 MB0902
 MB0902                          SUPERSEDED SURVEY CONTROL
 MB0902
 MB0902  NGVD 29 (??/??/92)  327.637  (m)         1074.92   (f) ADJ UNCH    2 0
 MB0902
 MB0902.Superseded values are not recommended for survey control.
 MB0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0902.See file dsdata.txt to determine how the superseded data were derived.
 MB0902
 MB0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF240651(NAD 83)
 MB0902_MARKER: DB = BENCH MARK DISK
 MB0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0902_STAMPING: C 152 1950
 MB0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0902+STABILITY: SURFACE MOTION
 MB0902
 MB0902  HISTORY     - Date     Condition        Report By
 MB0902  HISTORY     - 1950     MONUMENTED       CGS
 MB0902  HISTORY     - 19900620 MARK NOT FOUND   OHDT
 MB0902  HISTORY     - 20060607 MARK NOT FOUND   GEOCAC
 MB0902
 MB0902                          STATION DESCRIPTION
 MB0902
 MB0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0902'1.6 MI E FROM HOWLAND CORNERS.
 MB0902'ABOUT 1.6 MILES EAST ALONG S.R. 82 FROM THE HIGH SCHOOL AT
 MB0902'HOWLAND CORNERS, AT THE JUNCTION WITH A BLACK TOPPED ROAD
 MB0902'LEADING NORTH, ACROSS HIGHWAY 82 FROM THE NORTHEAST CORNER OF THE
 MB0902'AVALON PUBLIC GOLF COURSE, 32.5 FEET NORTH OF THE CENTERLINE
 MB0902'OF STATE HIGHWAY 82, 20 FEET EAST OF THE CENTERLINE OF A ROAD
 MB0902'LEADING NORTH, 12 FEET NORTH OF THE NORTH END OF A CONCRETE
 MB0902'HEADWALL OF A 12 INCH CULVERT UNDER THE ROAD LEADING NORTH.  IT
 MB0902'IS 2 FEET NORTH OF A WHITE WITNESS POST AND ABOUT 1 FOOT BELOW
 MB0902'THE LEVEL OF THE CENTER OF STATE HIGHWAY 82.  A STANDARD DISK
 MB0902'SET IN THE TOP OF A CONCRETE POST AND PROJECTING ABOUT 2 INCHES.
 MB0902
 MB0902                          STATION RECOVERY (1990)
 MB0902
 MB0902'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 MB0902'
 MB0902' 
 MB0902' ------ REPORT BY ODOT ---------1990--------- CONDITION - UNKNOWN ----
 MB0902'NOTE*ROAD HAS BEEN WIDENED MEASUREMENTS FALL UNDER ASPHALT.
 MB0902
 MB0902                          STATION RECOVERY (2006)
 MB0902
 MB0902'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0902'MEASUREMENTS FALL UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0901 ***********************************************************************
 MB0901  DESIGNATION -  C 152 RESET
 MB0901  PID         -  MB0901
 MB0901  STATE/COUNTY-  OH/TRUMBULL
 MB0901  USGS QUAD   -  GIRARD (1994)
 MB0901
 MB0901                         *CURRENT SURVEY CONTROL
 MB0901  ___________________________________________________________________
 MB0901* NAD 83(1986)-  41 14 13.     (N)    080 42 45.     (W)     SCALED    
 MB0901* NAVD 88     -       336.92   (meters)    1105.4    (feet)  RESET     
 MB0901  ___________________________________________________________________
 MB0901  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0901
 MB0901  VERT ORDER  -  THIRD
 MB0901
 MB0901.The horizontal coordinates were scaled from a topographic map and have
 MB0901.an estimated accuracy of +/- 6 seconds.
 MB0901
 MB0901.The orthometric height was computed from unverified reset data.
 MB0901.No vertical observational check was made to the station.
 MB0901
 MB0901.The geoid height was determined by GEOID03.
 MB0901
 MB0901;                    North         East    Units  Estimated Accuracy
 MB0901;SPC OH N     -   175,910.      749,830.      MT  (+/- 180 meters Scaled)
 MB0901
 MB0901                          SUPERSEDED SURVEY CONTROL
 MB0901
 MB0901  NGVD 29 (10/13/05)  337.10   (m)         1106.0    (f) RESET       3  
 MB0901
 MB0901.Superseded values are not recommended for survey control.
 MB0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0901.See file dsdata.txt to determine how the superseded data were derived.
 MB0901
 MB0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF240651(NAD 83)
 MB0901_MARKER: DB = BENCH MARK DISK
 MB0901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0901_SP_SET: BRIDGE
 MB0901_STAMPING: C 152 RESET 1973
 MB0901_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0901+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 MB0901
 MB0901  HISTORY     - Date     Condition        Report By
 MB0901  HISTORY     - 1974     MONUMENTED       OHDT
 MB0901  HISTORY     - 19930825 GOOD             OHDT
 MB0901  HISTORY     - 20060607 GOOD             GEOCAC
 MB0901
 MB0901                          STATION DESCRIPTION
 MB0901
 MB0901'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1974
 MB0901'1.6 MI E FROM HOWLAND.
 MB0901'ABOUT 1.6 MILES EAST ALONG S.R. 82 FROM THE HIGH SCHOOL AT HOWLAND
 MB0901'CORNERS, AT THE INTERSECTION OF STATE ROUTE 11 AND COUNTY HIGHWAY
 MB0901'329 (WARREN-SHARON ROAD) ABOUT 113 FEET WEST OF THE CENTERLINE OF
 MB0901'S.R. 11 AND 21 FEET SOUTH AND 2.5 FEET HIGHER THAN THE CENTERLINE
 MB0901'OF C.H. 329, ON TOP OF THE CONCRETE BRIDGE RAIL, OVER WEST
 MB0901'ABUTMENT, A STANDARD DISK.
 MB0901
 MB0901                          STATION RECOVERY (1993)
 MB0901
 MB0901'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (SJ)
 MB0901'RECOVERED IN GOOD CONDITION.
 MB0901
 MB0901                          STATION RECOVERY (2006)
 MB0901
 MB0901'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0931 ***********************************************************************
 MB0931  DESIGNATION -  C 153
 MB0931  PID         -  MB0931
 MB0931  STATE/COUNTY-  OH/TRUMBULL
 MB0931  USGS QUAD   -  GIRARD (1994)
 MB0931
 MB0931                         *CURRENT SURVEY CONTROL
 MB0931  ___________________________________________________________________
 MB0931* NAD 83(1986)-  41 09 43.     (N)    080 41 57.     (W)     SCALED    
 MB0931* NAVD 88     -       288.937  (meters)     947.95   (feet)  ADJUSTED  
 MB0931  ___________________________________________________________________
 MB0931  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0931  DYNAMIC HT  -         288.806 (meters)     947.52  (feet)  COMP
 MB0931  MODELED GRAV-     980,164.1   (mgal)                       NAVD 88
 MB0931
 MB0931  VERT ORDER  -  SECOND    CLASS 0
 MB0931
 MB0931.The horizontal coordinates were scaled from a topographic map and have
 MB0931.an estimated accuracy of +/- 6 seconds.
 MB0931
 MB0931.The orthometric height was determined by differential leveling
 MB0931.and adjusted by the National Geodetic Survey in June 1991..
 MB0931
 MB0931.The geoid height was determined by GEOID03.
 MB0931
 MB0931.The dynamic height is computed by dividing the NAVD 88
 MB0931.geopotential number by the normal gravity value computed on the
 MB0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0931.degrees latitude (g = 980.6199 gals.).
 MB0931
 MB0931.The modeled gravity was interpolated from observed gravity values.
 MB0931
 MB0931;                    North         East    Units  Estimated Accuracy
 MB0931;SPC OH N     -   167,610.      751,120.      MT  (+/- 180 meters Scaled)
 MB0931
 MB0931                          SUPERSEDED SURVEY CONTROL
 MB0931
 MB0931  NGVD 29 (??/??/92)  289.115  (m)          948.54   (f) ADJ UNCH    2 0
 MB0931
 MB0931.Superseded values are not recommended for survey control.
 MB0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0931.See file dsdata.txt to determine how the superseded data were derived.
 MB0931
 MB0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF252567(NAD 83)
 MB0931_MARKER: DB = BENCH MARK DISK
 MB0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0931_STAMPING: C 153 1950
 MB0931_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0931+STABILITY: SURFACE MOTION
 MB0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0931+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 MB0931
 MB0931  HISTORY     - Date     Condition        Report By
 MB0931  HISTORY     - 1950     MONUMENTED       CGS
 MB0931  HISTORY     - 19930924 GOOD             OHDT
 MB0931  HISTORY     - 20060527 GOOD             GEOCAC
 MB0931
 MB0931                          STATION DESCRIPTION
 MB0931
 MB0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0931'AT GIRARD.
 MB0931'IN THE NORTHEASTERN PART OF GIRARD, ABOUT 0.2 MILE EAST ALONG
 MB0931'STATE HIGHWAY 304 FROM ITS INTERSECTION WITH U.S. 422.  IT IS
 MB0931'IN THE 200 BLOCK BETWEEN THE SIDEWALK AND THE CURB, 53 FEET SOUTH
 MB0931'OF THE SOUTH CURB OF STATE HIGHWAY 304, 5 FEET EAST OF THE EAST
 MB0931'CURB OF A NORTH-SOUTH STREET AND 3 FEET NORTH OF A POLE.  A
 MB0931'STANDARD DISK SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH
 MB0931'THE GROUND.
 MB0931
 MB0931                          STATION RECOVERY (1993)
 MB0931
 MB0931'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0931'RECOVERED IN GOOD CONDITION.
 MB0931
 MB0931                          STATION RECOVERY (2006)
 MB0931
 MB0931'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0931'ADD TO DESCRIPTION, THE NORTH-SOUTH STREET IN THE 1950 DESCRIPTION IS
 MB0931'WASHINGTON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0722 ***********************************************************************
 MB0722  DESIGNATION -  C 154
 MB0722  PID         -  MB0722
 MB0722  STATE/COUNTY-  OH/MAHONING
 MB0722  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0722
 MB0722                         *CURRENT SURVEY CONTROL
 MB0722  ___________________________________________________________________
 MB0722* NAD 83(1986)-  41 04 08.     (N)    080 43 57.     (W)     SCALED    
 MB0722* NAVD 88     -       335.350  (meters)    1100.23   (feet)  ADJUSTED  
 MB0722  ___________________________________________________________________
 MB0722  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB0722  DYNAMIC HT  -         335.196 (meters)    1099.72  (feet)  COMP
 MB0722  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 MB0722
 MB0722  VERT ORDER  -  SECOND    CLASS 0
 MB0722
 MB0722.The horizontal coordinates were scaled from a topographic map and have
 MB0722.an estimated accuracy of +/- 6 seconds.
 MB0722
 MB0722.The orthometric height was determined by differential leveling
 MB0722.and adjusted by the National Geodetic Survey in June 1991..
 MB0722
 MB0722.The geoid height was determined by GEOID03.
 MB0722
 MB0722.The dynamic height is computed by dividing the NAVD 88
 MB0722.geopotential number by the normal gravity value computed on the
 MB0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0722.degrees latitude (g = 980.6199 gals.).
 MB0722
 MB0722.The modeled gravity was interpolated from observed gravity values.
 MB0722
 MB0722;                    North         East    Units  Estimated Accuracy
 MB0722;SPC OH N     -   157,220.      748,540.      MT  (+/- 180 meters Scaled)
 MB0722
 MB0722                          SUPERSEDED SURVEY CONTROL
 MB0722
 MB0722  NGVD 29 (??/??/92)  335.524  (m)         1100.80   (f) ADJ UNCH    2 0
 MB0722
 MB0722.Superseded values are not recommended for survey control.
 MB0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0722.See file dsdata.txt to determine how the superseded data were derived.
 MB0722
 MB0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF224464(NAD 83)
 MB0722_MARKER: DB = BENCH MARK DISK
 MB0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0722_STAMPING: C 154 1950
 MB0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0722+STABILITY: SURFACE MOTION
 MB0722
 MB0722  HISTORY     - Date     Condition        Report By
 MB0722  HISTORY     - 1950     MONUMENTED       CGS
 MB0722  HISTORY     - 20060713 MARK NOT FOUND   GEOCAC
 MB0722
 MB0722                          STATION DESCRIPTION
 MB0722
 MB0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0722'1.6 MI NW FROM CORNERSBURG.
 MB0722'ABOUT 0.5 MILES NORTH ALONG MERIDIAN ROAD FROM ZION LUTHERNA CHURCH
 MB0722'AT CORNERSBURG, THENCE ABOUT 1.1 MILES WEST ALONG KIRK ROAD, AT
 MB0722'THE INTERSECTION OF RACCOON ROAD.  IT IS 25 FEET NORTH OF THE
 MB0722'CENTERLINE OF KIRK ROAD, 50 FEET EAST OF THE CENTERLINE OF
 MB0722'RACCOON ROAD AND 5 FEET NORTHWEST OF A FIRE HYDRANT.  IT IS 2
 MB0722'FEET WEST OF A WHITE WITNESS POST AND ABOUT LEVEL WITH THE
 MB0722'ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 MB0722'PROJECTING 3 INCHES.
 MB0722
 MB0722                          STATION RECOVERY (2006)
 MB0722
 MB0722'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0851 ***********************************************************************
 MB0851  DESIGNATION -  C 155
 MB0851  PID         -  MB0851
 MB0851  STATE/COUNTY-  OH/TRUMBULL
 MB0851  USGS QUAD   -  GIRARD (1994)
 MB0851
 MB0851                         *CURRENT SURVEY CONTROL
 MB0851  ___________________________________________________________________
 MB0851* NAD 83(1986)-  41 08 37.     (N)    080 43 22.     (W)     SCALED    
 MB0851* NAVD 88     -       306.295  (meters)    1004.90   (feet)  ADJUSTED  
 MB0851  ___________________________________________________________________
 MB0851  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0851  DYNAMIC HT  -         306.157 (meters)    1004.45  (feet)  COMP
 MB0851  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 MB0851
 MB0851  VERT ORDER  -  SECOND    CLASS 0
 MB0851
 MB0851.The horizontal coordinates were scaled from a topographic map and have
 MB0851.an estimated accuracy of +/- 6 seconds.
 MB0851
 MB0851.The orthometric height was determined by differential leveling
 MB0851.and adjusted by the National Geodetic Survey in June 1991..
 MB0851
 MB0851.The geoid height was determined by GEOID03.
 MB0851
 MB0851.The dynamic height is computed by dividing the NAVD 88
 MB0851.geopotential number by the normal gravity value computed on the
 MB0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0851.degrees latitude (g = 980.6199 gals.).
 MB0851
 MB0851.The modeled gravity was interpolated from observed gravity values.
 MB0851
 MB0851;                    North         East    Units  Estimated Accuracy
 MB0851;SPC OH N     -   165,530.      749,180.      MT  (+/- 180 meters Scaled)
 MB0851
 MB0851                          SUPERSEDED SURVEY CONTROL
 MB0851
 MB0851  NGVD 29 (??/??/92)  306.476  (m)         1005.50   (f) ADJ UNCH    2 0
 MB0851
 MB0851.Superseded values are not recommended for survey control.
 MB0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0851.See file dsdata.txt to determine how the superseded data were derived.
 MB0851
 MB0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF232547(NAD 83)
 MB0851_MARKER: DB = BENCH MARK DISK
 MB0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0851_STAMPING: C 155 1950
 MB0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0851+STABILITY: SURFACE MOTION
 MB0851
 MB0851  HISTORY     - Date     Condition        Report By
 MB0851  HISTORY     - 1950     MONUMENTED       CGS
 MB0851  HISTORY     - 19900625 MARK NOT FOUND   OHDT
 MB0851  HISTORY     - 20060511 MARK NOT FOUND   GEOCAC
 MB0851
 MB0851                          STATION DESCRIPTION
 MB0851
 MB0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0851'2.8 MI ENE FROM MINERAL RIDGE.
 MB0851'ABOUT 2.2 MILES EAST ALONG THE MAHONING-TRUMBULL COUNTY LINE
 MB0851'ROAD FROM ITS INTERSECTION WITH STATE HIGHWAY 46, THENCE ABOUT
 MB0851'0.6 MILE NORTHEAST ALONG A MACADAM ROAD, AT THE SUMMIT PENETCOSTAL
 MB0851'MISSION CHURCH.  IT IS 29 FEET SOUTHWEST OF THE CENTERLINE OF
 MB0851'THE NORTHWEST-SOUTHEAST ROAD, 36 FEET SOUTHEAST OF THE CENTERLINE
 MB0851'OF THE NORTHEAST-SOUTHWEST ROAD AND 13 FEET SOUTHEAST OF POLE
 MB0851'5 - 31.  IT IS 2.5 FEET WEST OF A WHITE WITNESS POST AND ABOUT
 MB0851'LEVEL WITH THE ROAD.  A STANDARD DISK SET IN THE TOP OF A
 MB0851'CONCRETE POST SET FLUSH WITH THE GROUND.
 MB0851
 MB0851                          STATION RECOVERY (1990)
 MB0851
 MB0851'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 MB0851'------ REPORT BY ODOT ---------1990--------- CONDITION - UNKNOWN ----
 MB0851'NOTE*ALL MEASUREMENTS FELL WITHIN AN ASPHALT PARKING LOT OF A CARRY
 MB0851'OUT STORE.
 MB0851
 MB0851                          STATION RECOVERY (2006)
 MB0851
 MB0851'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0853 ***********************************************************************
 MB0853  DESIGNATION -  C 156
 MB0853  PID         -  MB0853
 MB0853  STATE/COUNTY-  OH/TRUMBULL
 MB0853  USGS QUAD   -  NEWTON FALLS (1994)
 MB0853
 MB0853                         *CURRENT SURVEY CONTROL
 MB0853  ___________________________________________________________________
 MB0853* NAD 83(1986)-  41 13 36.     (N)    080 52 48.     (W)     SCALED    
 MB0853* NAVD 88     -       271.374  (meters)     890.33   (feet)  ADJUSTED  
 MB0853  ___________________________________________________________________
 MB0853  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB0853  DYNAMIC HT  -         271.257 (meters)     889.95  (feet)  COMP
 MB0853  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 MB0853
 MB0853  VERT ORDER  -  SECOND    CLASS 0
 MB0853
 MB0853.The horizontal coordinates were scaled from a topographic map and have
 MB0853.an estimated accuracy of +/- 6 seconds.
 MB0853
 MB0853.The orthometric height was determined by differential leveling
 MB0853.and adjusted by the National Geodetic Survey in June 1991..
 MB0853
 MB0853.The geoid height was determined by GEOID03.
 MB0853
 MB0853.The dynamic height is computed by dividing the NAVD 88
 MB0853.geopotential number by the normal gravity value computed on the
 MB0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0853.degrees latitude (g = 980.6199 gals.).
 MB0853
 MB0853.The modeled gravity was interpolated from observed gravity values.
 MB0853
 MB0853;                    North         East    Units  Estimated Accuracy
 MB0853;SPC OH N     -   174,490.      735,820.      MT  (+/- 180 meters Scaled)
 MB0853
 MB0853                          SUPERSEDED SURVEY CONTROL
 MB0853
 MB0853  NGVD 29 (??/??/92)  271.561  (m)          890.95   (f) ADJ UNCH    2 0
 MB0853
 MB0853.Superseded values are not recommended for survey control.
 MB0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0853.See file dsdata.txt to determine how the superseded data were derived.
 MB0853
 MB0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF100639(NAD 83)
 MB0853_MARKER: DB = BENCH MARK DISK
 MB0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0853_STAMPING: C 156 1950
 MB0853_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0853+STABILITY: SURFACE MOTION
 MB0853
 MB0853  HISTORY     - Date     Condition        Report By
 MB0853  HISTORY     - 1950     MONUMENTED       CGS
 MB0853  HISTORY     - 19910820 GOOD             OHDT
 MB0853
 MB0853                          STATION DESCRIPTION
 MB0853
 MB0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0853'0.8 MI S FROM LEAVITTSBURG.
 MB0853'ABOUT 0.8 MILE SOUTH ALONG LEAVITT ROAD FROM THE ERIE RAILROAD
 MB0853'STATION AT LEAVITTSBURG, AT THE JUNCTION OF LEAVITT ROAD AND RISHER
 MB0853'ROAD, 28 FEET NORTH OF THE CENTERLINE OF RISHER ROAD, 21 FEET
 MB0853'WEST OF THE CENTERLINE OF LEAVITT ROAD, 6 FEET NORTHWEST OF
 MB0853'THE NORTHEND OF A L SHAPED CONCRETE HEADWALL.  IT IS 2 FEET
 MB0853'NORTHEAST OF A WHITE WITNESS POST AND ABOUT 1 FOOT BELOW THE
 MB0853'LEVEL OF THE CENTER OF THE ROAD.  A STANDARD DISK SET IN THE
 MB0853'TOP OF A CONCRETE POST AND ABOUT FLUSH WITH THE LEVEL OF THE
 MB0853'GROUND.
 MB0853
 MB0853                          STATION RECOVERY (1991)
 MB0853
 MB0853'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991
 MB0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0593 ***********************************************************************
 MB0593  DESIGNATION -  C 157
 MB0593  PID         -  MB0593
 MB0593  STATE/COUNTY-  OH/MAHONING
 MB0593  USGS QUAD   -  LAKE MILTON (1979)
 MB0593
 MB0593                         *CURRENT SURVEY CONTROL
 MB0593  ___________________________________________________________________
 MB0593* NAD 83(1986)-  41 00 00.     (N)    080 57 02.     (W)     SCALED    
 MB0593* NAVD 88     -       333.725  (meters)    1094.90   (feet)  ADJUSTED  
 MB0593  ___________________________________________________________________
 MB0593  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB0593  DYNAMIC HT  -         333.570 (meters)    1094.39  (feet)  COMP
 MB0593  MODELED GRAV-     980,150.5   (mgal)                       NAVD 88
 MB0593
 MB0593  VERT ORDER  -  FIRST     CLASS II
 MB0593
 MB0593.The horizontal coordinates were scaled from a topographic map and have
 MB0593.an estimated accuracy of +/- 6 seconds.
 MB0593
 MB0593.The orthometric height was determined by differential leveling
 MB0593.and adjusted by the National Geodetic Survey in June 1991..
 MB0593
 MB0593.The geoid height was determined by GEOID03.
 MB0593
 MB0593.The dynamic height is computed by dividing the NAVD 88
 MB0593.geopotential number by the normal gravity value computed on the
 MB0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0593.degrees latitude (g = 980.6199 gals.).
 MB0593
 MB0593.The modeled gravity was interpolated from observed gravity values.
 MB0593
 MB0593;                    North         East    Units  Estimated Accuracy
 MB0593;SPC OH N     -   149,220.      730,350.      MT  (+/- 180 meters Scaled)
 MB0593
 MB0593                          SUPERSEDED SURVEY CONTROL
 MB0593
 MB0593  NGVD 29 (??/??/92)  333.890  (m)         1095.44   (f) ADJ UNCH    1 2
 MB0593
 MB0593.Superseded values are not recommended for survey control.
 MB0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0593.See file dsdata.txt to determine how the superseded data were derived.
 MB0593
 MB0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF041387(NAD 83)
 MB0593_MARKER: DB = BENCH MARK DISK
 MB0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0593_STAMPING: C 157 1950
 MB0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0593+STABILITY: SURFACE MOTION
 MB0593
 MB0593  HISTORY     - Date     Condition        Report By
 MB0593  HISTORY     - 1950     MONUMENTED       CGS
 MB0593  HISTORY     - 20060914 MARK NOT FOUND   GEOCAC
 MB0593
 MB0593                          STATION DESCRIPTION
 MB0593
 MB0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0593'0.8 MI SW FROM BERLIN CENTER.
 MB0593'ABOUT 0.85 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 MB0593'ITS STATION AT BERLIN CENTER, AT THE LEFFINGWELL ROAD CROSSING.
 MB0593'IT IS 36.5 FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL, 29
 MB0593'FEET NORTH OF THE CENTERLINE OF THE ROAD, 29.5 FEET EAST OF THE
 MB0593'RAILROAD CROSSING SIGN AND 2 FEET NORTH OF A WHITE WITNESS POST.
 MB0593'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 MB0593'2 INCHES AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK AND ROAD.
 MB0593
 MB0593                          STATION RECOVERY (2006)
 MB0593
 MB0593'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0545 ***********************************************************************
 MB0545  DESIGNATION -  C 158
 MB0545  PID         -  MB0545
 MB0545  STATE/COUNTY-  OH/MAHONING
 MB0545  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0545
 MB0545                         *CURRENT SURVEY CONTROL
 MB0545  ___________________________________________________________________
 MB0545* NAD 83(1986)-  41 05 53.     (N)    080 39 05.     (W)     SCALED    
 MB0545* NAVD 88     -       261.114  (meters)     856.67   (feet)  ADJUSTED  
 MB0545  ___________________________________________________________________
 MB0545  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0545  DYNAMIC HT  -         260.993 (meters)     856.27  (feet)  COMP
 MB0545  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 MB0545
 MB0545  VERT ORDER  -  FIRST     CLASS II
 MB0545
 MB0545.The horizontal coordinates were scaled from a topographic map and have
 MB0545.an estimated accuracy of +/- 6 seconds.
 MB0545
 MB0545.The orthometric height was determined by differential leveling
 MB0545.and adjusted by the National Geodetic Survey in June 1991..
 MB0545
 MB0545.The geoid height was determined by GEOID03.
 MB0545
 MB0545.The dynamic height is computed by dividing the NAVD 88
 MB0545.geopotential number by the normal gravity value computed on the
 MB0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0545.degrees latitude (g = 980.6199 gals.).
 MB0545
 MB0545.The modeled gravity was interpolated from observed gravity values.
 MB0545
 MB0545;                    North         East    Units  Estimated Accuracy
 MB0545;SPC OH N     -   160,600.      755,280.      MT  (+/- 180 meters Scaled)
 MB0545
 MB0545                          SUPERSEDED SURVEY CONTROL
 MB0545
 MB0545  NGVD 29 (??/??/92)  261.292  (m)          857.26   (f) ADJ UNCH    1 2
 MB0545
 MB0545.Superseded values are not recommended for survey control.
 MB0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0545.See file dsdata.txt to determine how the superseded data were derived.
 MB0545
 MB0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF292497(NAD 83)
 MB0545_MARKER: DB = BENCH MARK DISK
 MB0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0545_SP_SET: BUILDING
 MB0545_STAMPING: C 158 1950
 MB0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0545
 MB0545  HISTORY     - Date     Condition        Report By
 MB0545  HISTORY     - 1950     MONUMENTED       CGS
 MB0545  HISTORY     - 1988     GOOD             USPSQD
 MB0545  HISTORY     - 19970920 GOOD             USPSQD
 MB0545  HISTORY     - 20051208 GOOD             GEOCAC
 MB0545
 MB0545                          STATION DESCRIPTION
 MB0545
 MB0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0545'AT YOUNGSTOWN.
 MB0545'IN THE POST OFFICE AT YOUNGSTOWN.  IT IS IN THE SOUTHEAST CORNER,
 MB0545'1 FOOT NORTH OF THE SOUTHEAST CORNER, 5 FEET SOUTH OF A SIDE
 MB0545'ENTRANCE AND 2 FEET HIGHER THAN THE SIDEWALK.  A STANDARD DISK
 MB0545'SET VERTICALLY.
 MB0545
 MB0545                          STATION RECOVERY (1988)
 MB0545
 MB0545'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 MB0545'RECOVERED IN GOOD CONDITION.
 MB0545
 MB0545                          STATION RECOVERY (1997)
 MB0545
 MB0545'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB0545'RECOVERED IN GOOD CONDITION.
 MB0545
 MB0545                          STATION RECOVERY (2005)
 MB0545
 MB0545'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 MB0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1065 ***********************************************************************
 KY1065  DESIGNATION -  C 159
 KY1065  PID         -  KY1065
 KY1065  STATE/COUNTY-  OH/MAHONING
 KY1065  USGS QUAD   -  DAMASCUS (1994)
 KY1065
 KY1065                         *CURRENT SURVEY CONTROL
 KY1065  ___________________________________________________________________
 KY1065* NAD 83(1986)-  40 55 14.     (N)    080 59 38.     (W)     SCALED    
 KY1065* NAVD 88     -       344.744  (meters)    1131.05   (feet)  ADJUSTED  
 KY1065  ___________________________________________________________________
 KY1065  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KY1065  DYNAMIC HT  -         344.580 (meters)    1130.51  (feet)  COMP
 KY1065  MODELED GRAV-     980,138.8   (mgal)                       NAVD 88
 KY1065
 KY1065  VERT ORDER  -  FIRST     CLASS I
 KY1065
 KY1065.The horizontal coordinates were scaled from a topographic map and have
 KY1065.an estimated accuracy of +/- 6 seconds.
 KY1065
 KY1065.The orthometric height was determined by differential leveling
 KY1065.and adjusted by the National Geodetic Survey in June 1991..
 KY1065
 KY1065.The geoid height was determined by GEOID03.
 KY1065
 KY1065.The dynamic height is computed by dividing the NAVD 88
 KY1065.geopotential number by the normal gravity value computed on the
 KY1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1065.degrees latitude (g = 980.6199 gals.).
 KY1065
 KY1065.The modeled gravity was interpolated from observed gravity values.
 KY1065
 KY1065;                    North         East    Units  Estimated Accuracy
 KY1065;SPC OH N     -   140,330.      726,860.      MT  (+/- 180 meters Scaled)
 KY1065
 KY1065                          SUPERSEDED SURVEY CONTROL
 KY1065
 KY1065  NGVD 29 (??/??/92)  344.914  (m)         1131.61   (f) ADJ UNCH    1 1
 KY1065
 KY1065.Superseded values are not recommended for survey control.
 KY1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1065.See file dsdata.txt to determine how the superseded data were derived.
 KY1065
 KY1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF005299(NAD 83)
 KY1065_MARKER: DB = BENCH MARK DISK
 KY1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1065_STAMPING: C 159 1950
 KY1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1065+STABILITY: SURFACE MOTION
 KY1065
 KY1065  HISTORY     - Date     Condition        Report By
 KY1065  HISTORY     - 1950     MONUMENTED       CGS
 KY1065  HISTORY     - 1966     GOOD             NGS
 KY1065
 KY1065                          STATION DESCRIPTION
 KY1065
 KY1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1065'AT BELOIT.
 KY1065'AT BELOIT, 58 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF
 KY1065'STATE HIGHWAY 173 AND THE PENNSYLVANIA RAILROAD, ABOUT 0.2 MILE
 KY1065'EAST OF MILEPOST P 78, IN SECTION 26, R 5 W, T 18 N, ABOUT 36
 KY1065'YARDS SOUTHEAST OF AND ACROSS TRACKS FROM THE POST OFFICE, 47.6
 KY1065'FEET SOUTH OF THE SOUTH RAIL OF THE NEAR TRACK, 30 FEET WEST OF
 KY1065'THE CENTER LINE OF THE HIGHWAY, 5.3 FEET WEST OF THE WEST EDGE OF
 KY1065'A SIDEWALK, 1.1 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 KY1065'LEVEL WITH THE TRACK AND HIGHWAY AND SET IN THE TOP OF A
 KY1065'CONCRETE POST 0.2 FOOT  UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0047 ***********************************************************************
 MD0047  DESIGNATION -  C 16
 MD0047  PID         -  MD0047
 MD0047  STATE/COUNTY-  OH/FULTON
 MD0047  USGS QUAD   -  MORENCI (1977)
 MD0047
 MD0047                         *CURRENT SURVEY CONTROL
 MD0047  ___________________________________________________________________
 MD0047* NAD 83(1986)-  41 40 09.     (N)    084 09 12.     (W)     SCALED    
 MD0047* NAVD 88     -       245.357  (meters)     804.98   (feet)  ADJUSTED  
 MD0047  ___________________________________________________________________
 MD0047  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 MD0047  DYNAMIC HT  -         245.262 (meters)     804.66  (feet)  COMP
 MD0047  MODELED GRAV-     980,231.9   (mgal)                       NAVD 88
 MD0047
 MD0047  VERT ORDER  -  SECOND    CLASS 0
 MD0047
 MD0047.The horizontal coordinates were scaled from a topographic map and have
 MD0047.an estimated accuracy of +/- 6 seconds.
 MD0047
 MD0047.The orthometric height was determined by differential leveling
 MD0047.and adjusted by the National Geodetic Survey in June 1991..
 MD0047
 MD0047.The geoid height was determined by GEOID03.
 MD0047
 MD0047.The dynamic height is computed by dividing the NAVD 88
 MD0047.geopotential number by the normal gravity value computed on the
 MD0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0047.degrees latitude (g = 980.6199 gals.).
 MD0047
 MD0047.The modeled gravity was interpolated from observed gravity values.
 MD0047
 MD0047;                    North         East    Units  Estimated Accuracy
 MD0047;SPC OH N     -   223,680.      462,320.      MT  (+/- 180 meters Scaled)
 MD0047
 MD0047                          SUPERSEDED SURVEY CONTROL
 MD0047
 MD0047  NGVD 29 (??/??/92)  245.524  (m)          805.52   (f) ADJ UNCH    2 0
 MD0047
 MD0047.Superseded values are not recommended for survey control.
 MD0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0047.See file dsdata.txt to determine how the superseded data were derived.
 MD0047
 MD0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM369169(NAD 83)
 MD0047_MARKER: DB = BENCH MARK DISK
 MD0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0047_STAMPING: C 16 1934
 MD0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0047+STABILITY: SURFACE MOTION
 MD0047
 MD0047  HISTORY     - Date     Condition        Report By
 MD0047  HISTORY     - 1934     MONUMENTED       CGS
 MD0047  HISTORY     - 1959     GOOD             USGS
 MD0047  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MD0047
 MD0047                          STATION DESCRIPTION
 MD0047
 MD0047'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MD0047'AT OAK SHADE.
 MD0047'AT OAK SHADE, FULTON COUNTY, ABOUT 16 YARDS NORTH OF THE
 MD0047'NORTHEAST CORNER OF THE DETROIT, TOLEDO AND IRONTON RAILROAD
 MD0047'STATION, ABOUT 34 YARDS NORTH OF THE CENTERLINE OF A CONCRETE
 MD0047'ROAD, 18 FEET WEST OF THE WEST RAIL, AND 14 FEET EAST OF A WIRE
 MD0047'FENCE.  A STANDARD DISK, STAMPED C 16 1934 AND SET IN THE TOP
 MD0047'OF A CONCRETE POST.
 MD0047
 MD0047                          STATION RECOVERY (1985)
 MD0047
 MD0047'RECOVERY NOTE BY US POWER SQUADRON 1985
 MD0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1014 ***********************************************************************
 KY1014  DESIGNATION -  C 160
 KY1014  PID         -  KY1014
 KY1014  STATE/COUNTY-  OH/COLUMBIANA
 KY1014  USGS QUAD   -  EAST PALESTINE (1994)
 KY1014
 KY1014                         *CURRENT SURVEY CONTROL
 KY1014  ___________________________________________________________________
 KY1014* NAD 83(1986)-  40 50 17.     (N)    080 36 17.     (W)     SCALED    
 KY1014* NAVD 88     -       319.560  (meters)    1048.42   (feet)  ADJUSTED  
 KY1014  ___________________________________________________________________
 KY1014  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KY1014  DYNAMIC HT  -         319.401 (meters)    1047.90  (feet)  COMP
 KY1014  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 KY1014
 KY1014  VERT ORDER  -  FIRST     CLASS I
 KY1014
 KY1014.The horizontal coordinates were scaled from a topographic map and have
 KY1014.an estimated accuracy of +/- 6 seconds.
 KY1014
 KY1014.The orthometric height was determined by differential leveling
 KY1014.and adjusted by the National Geodetic Survey in June 1991..
 KY1014.WARNING-Repeat measurements at this control monument indicate possible
 KY1014.vertical movement.
 KY1014
 KY1014.The geoid height was determined by GEOID03.
 KY1014
 KY1014.The dynamic height is computed by dividing the NAVD 88
 KY1014.geopotential number by the normal gravity value computed on the
 KY1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1014.degrees latitude (g = 980.6199 gals.).
 KY1014
 KY1014.The modeled gravity was interpolated from observed gravity values.
 KY1014
 KY1014;                    North         East    Units  Estimated Accuracy
 KY1014;SPC OH N     -   131,810.      759,830.      MT  (+/- 180 meters Scaled)
 KY1014
 KY1014                          SUPERSEDED SURVEY CONTROL
 KY1014
 KY1014  NGVD 29 (??/??/92)  319.699  (m)         1048.88   (f) ADJ UNCH    1 1
 KY1014
 KY1014.Superseded values are not recommended for survey control.
 KY1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1014.See file dsdata.txt to determine how the superseded data were derived.
 KY1014
 KY1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF333208(NAD 83)
 KY1014_MARKER: DB = BENCH MARK DISK
 KY1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1014_STAMPING: C 160 1950
 KY1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1014+STABILITY: SURFACE MOTION
 KY1014
 KY1014  HISTORY     - Date     Condition        Report By
 KY1014  HISTORY     - 1950     MONUMENTED       CGS
 KY1014  HISTORY     - 1966     GOOD             NGS
 KY1014
 KY1014                          STATION DESCRIPTION
 KY1014
 KY1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1014'0.6 MI SE FROM NEW WATERFORD.
 KY1014'ABOUT 0.65 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1014'THE MAIN STREET OVERPASS AT NEW WATERFORD, ABOUT 3 1/2 RAILS
 KY1014'NORTHWEST OF A NARROW GRAVELED ROAD CROSSING, IN SECTION 29,
 KY1014'R 1 W, T 8 N, 41 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 39 1/2
 KY1014'FEET SOUTH OF THE 2ND TELEGRAPH POLE NORTHWEST OF THE CROSSING, ABOUT
 KY1014'LEVEL WITH THE ROAD, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET
 KY1014'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL
 KY1014'OF THE GROUND.  NOTE-- THE ELEVATION HAS CHANGED AND IS ABOUT
 KY1014'(2 1/2 DECEMETERS) 10 INCHES HIGHER AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0638 ***********************************************************************
 MB0638  DESIGNATION -  C 161
 MB0638  PID         -  MB0638
 MB0638  STATE/COUNTY-  OH/TRUMBULL
 MB0638  USGS QUAD   -  BRISTOLVILLE (1994)
 MB0638
 MB0638                         *CURRENT SURVEY CONTROL
 MB0638  ___________________________________________________________________
 MB0638* NAD 83(1986)-  41 28 10.     (N)    080 52 07.     (W)     SCALED    
 MB0638* NAVD 88     -       272.374  (meters)     893.61   (feet)  ADJUSTED  
 MB0638  ___________________________________________________________________
 MB0638  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0638  DYNAMIC HT  -         272.266 (meters)     893.26  (feet)  COMP
 MB0638  MODELED GRAV-     980,217.8   (mgal)                       NAVD 88
 MB0638
 MB0638  VERT ORDER  -  SECOND    CLASS 0
 MB0638
 MB0638.The horizontal coordinates were scaled from a topographic map and have
 MB0638.an estimated accuracy of +/- 6 seconds.
 MB0638
 MB0638.The orthometric height was determined by differential leveling
 MB0638.and adjusted by the National Geodetic Survey in June 1991..
 MB0638
 MB0638.The geoid height was determined by GEOID03.
 MB0638
 MB0638.The dynamic height is computed by dividing the NAVD 88
 MB0638.geopotential number by the normal gravity value computed on the
 MB0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0638.degrees latitude (g = 980.6199 gals.).
 MB0638
 MB0638.The modeled gravity was interpolated from observed gravity values.
 MB0638
 MB0638;                    North         East    Units  Estimated Accuracy
 MB0638;SPC OH N     -   201,470.      736,270.      MT  (+/- 180 meters Scaled)
 MB0638
 MB0638                          SUPERSEDED SURVEY CONTROL
 MB0638
 MB0638  NGVD 29 (??/??/92)  272.558  (m)          894.22   (f) ADJ UNCH    2 0
 MB0638
 MB0638.Superseded values are not recommended for survey control.
 MB0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0638.See file dsdata.txt to determine how the superseded data were derived.
 MB0638
 MB0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF109908(NAD 83)
 MB0638_MARKER: DB = BENCH MARK DISK
 MB0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0638_SP_SET: CULVERT
 MB0638_STAMPING: C 161 1950
 MB0638_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0638
 MB0638  HISTORY     - Date     Condition        Report By
 MB0638  HISTORY     - 1950     MONUMENTED       CGS
 MB0638  HISTORY     - 19900706 GOOD             OHDT
 MB0638
 MB0638                          STATION DESCRIPTION
 MB0638
 MB0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0638'0.6 MI N FROM NORTH BLOOMFIELD.
 MB0638'ABOUT 0.55 MILE NORTH ALONG STATE HIGHWAY 45 FROM THE SOUTH END
 MB0638'OF THE PARK AT NORTH BLOMFIELD.  IT IS IN THE TOP AND CENTER
 MB0638'OF THE WEST CONCRETE HEADWALL OF A CULVERT, 17.6 FEET WEST OF
 MB0638'THE CENTERLINE OF THE ROAD, 18 FEET SOUTH OF A TREE AND 1 FOOT
 MB0638'BELOW THE LEVEL OF THE ROAD.  A STANDARD DISK CEMENTED IN A
 MB0638'DRILLED HOLE.
 MB0638
 MB0638                          STATION RECOVERY (1990)
 MB0638
 MB0638'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (JF)
 MB0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0497 ***********************************************************************
 MB0497  DESIGNATION -  C 163
 MB0497  PID         -  MB0497
 MB0497  STATE/COUNTY-  OH/TRUMBULL
 MB0497  USGS QUAD   -  SOUTHINGTON (1994)
 MB0497
 MB0497                         *CURRENT SURVEY CONTROL
 MB0497  ___________________________________________________________________
 MB0497* NAD 83(1995)-  41 22 23.50950(N)    080 57 17.44196(W)     ADJUSTED  
 MB0497* NAVD 88     -       258.331  (meters)     847.54   (feet)  ADJUSTED  
 MB0497  ___________________________________________________________________
 MB0497  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 MB0497  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB0497  DYNAMIC HT  -         258.224 (meters)     847.19  (feet)  COMP
 MB0497  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 MB0497
 MB0497  HORZ ORDER  -  SECOND
 MB0497  VERT ORDER  -  SECOND    CLASS 0
 MB0497
 MB0497.The horizontal coordinates were established by classical geodetic methods
 MB0497.and adjusted by the National Geodetic Survey in April 1998..
 MB0497
 MB0497.The orthometric height was determined by differential leveling
 MB0497.and adjusted by the National Geodetic Survey in June 1991..
 MB0497
 MB0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0497
 MB0497.The geoid height was determined by GEOID03.
 MB0497
 MB0497.The dynamic height is computed by dividing the NAVD 88
 MB0497.geopotential number by the normal gravity value computed on the
 MB0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0497.degrees latitude (g = 980.6199 gals.).
 MB0497
 MB0497.The modeled gravity was interpolated from observed gravity values.
 MB0497
 MB0497;                    North         East     Units Scale Factor Converg.
 MB0497;SPC OH N     -   190,650.066   729,253.070   MT  0.99995332   +1 00 54.3
 MB0497;UTM  17      - 4,580,187.808   503,776.105   MT  0.99960018   +0 01 47.4
 MB0497
 MB0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0497!SPC OH N     -   0.99996478  x   0.99995332  =   0.99991810
 MB0497!UTM  17      -   0.99996478  x   0.99960018  =   0.99956498
 MB0497
 MB0497                          SUPERSEDED SURVEY CONTROL
 MB0497
 MB0497  NAD 83(1986)-  41 22 23.51637(N)    080 57 17.43874(W) AD(       ) 2
 MB0497  NAD 27      -  41 22 23.31700(N)    080 57 18.10500(W) AD(       ) 2
 MB0497  NGVD 29 (??/??/92)  258.509  (m)          848.12   (f) ADJ UNCH    2 0
 MB0497
 MB0497.Superseded values are not recommended for survey control.
 MB0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0497.See file dsdata.txt to determine how the superseded data were derived.
 MB0497
 MB0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0377680188(NAD 83)
 MB0497_MARKER: DB = BENCH MARK DISK
 MB0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0497_STAMPING: C 163 1950
 MB0497_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0497+STABILITY: SURFACE MOTION
 MB0497
 MB0497  HISTORY     - Date     Condition        Report By
 MB0497  HISTORY     - 1950     MONUMENTED       CGS
 MB0497  HISTORY     - 1950     GOOD             CGS
 MB0497  HISTORY     - 1951     GOOD             NGS
 MB0497  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MB0497  HISTORY     - 19890101 GOOD             OHDT
 MB0497  HISTORY     - 19970920 GOOD             USPSQD
 MB0497
 MB0497                          STATION DESCRIPTION
 MB0497
 MB0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0497'SEE STATION FARMINGTON
 MB0497
 MB0497                          STATION RECOVERY (1950)
 MB0497
 MB0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MB0497'1.2 MI S FROM FARMINGTON.
 MB0497'ABOUT 1.15 MILES SOUTH ALONG STATE ROUTE 534 WHERE IT CROSSES
 MB0497'THE BALTIMORE AND OHIO RAILROAD TRACKS.  IT IS 22 FEET SOUTHWEST
 MB0497'OF THE SOUTHWEST RAIL, 44 FEET WEST OF THE CENTERLINE OF THE
 MB0497'HIGHWAY, 2.5 FEET SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT
 MB0497'NORTHEAST OF A FENCE CORNER POST.  THE MARK IS 1 FOOT ABOVE THE
 MB0497'RAIL.  A STANDARD DISK SET IN A CONCRETE POST PROJECTING 3
 MB0497'INCHES.
 MB0497
 MB0497                          STATION RECOVERY (1951)
 MB0497
 MB0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 MB0497'RECOVERED IN GOOD CONDITION.
 MB0497
 MB0497                          STATION RECOVERY (1977)
 MB0497
 MB0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB0497'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF THE SMALL VILLAGE
 MB0497'OF SOUTHINGTON, 2-1/2 MILES EAST OF THE GEAUGA-TRUMBULL
 MB0497'COUNTYLINE, 1-1/2 MILES SOUTHEAST OF THE SMALL VILLAGE OF WEST
 MB0497'FARMINGTON, AND ON PROPERTY OWNED BY TONY MEICELI, TELEPHONE
 MB0497'889-8987.
 MB0497'
 MB0497'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 305 AND 534 IN
 MB0497'SOUTHINGTON, GO NORTH ON STATE HIGHWAY 534 FOR 4.55 MILES TO
 MB0497'THE AZIMUTH MARK FOR STATION FARMINGTON 2 ON THE RIGHT.
 MB0497'CONTINUE AHEAD ON STATE HIGHWAY 534 FOR 0.15 MILE TO A
 MB0497'RAILROAD CROSSING AND THE STATION ON THE LEFT.
 MB0497'
 MB0497'STATION MARK, STAMPED---C 163 1950---, IS A STANDARD BENCH MARK
 MB0497'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MB0497'PROJECTING 1 INCH ABOVE THE GROUND.  IT IS 44 FEET WEST OF THE
 MB0497'CENTERLINE OF STATE HIGHWAY 534, 23 FEET SOUTHWEST OF THE
 MB0497'SOUTHWEST RAIL OF THE RAILROAD TRACK, AND 1.0 FEET SOUTHEAST
 MB0497'OF A WOODEN CORNER POST.
 MB0497'
 MB0497'THIS STATION USED AS A REFERENCE MARK FOR STATION FARMINGTON 2.
 MB0497'
 MB0497'DESCRIBED BY V. WILSON.
 MB0497
 MB0497                          STATION RECOVERY (1989)
 MB0497
 MB0497'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 MB0497'RECOVERED IN GOOD CONDITION.
 MB0497
 MB0497                          STATION RECOVERY (1997)
 MB0497
 MB0497'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0679 ***********************************************************************
 MB0679  DESIGNATION -  C 164
 MB0679  PID         -  MB0679
 MB0679  STATE/COUNTY-  OH/TRUMBULL
 MB0679  USGS QUAD   -  WEST FARMINGTON (1994)
 MB0679
 MB0679                         *CURRENT SURVEY CONTROL
 MB0679  ___________________________________________________________________
 MB0679* NAD 83(1986)-  41 27 42.     (N)    080 53 57.     (W)     SCALED    
 MB0679* NAVD 88     -       247.054  (meters)     810.54   (feet)  ADJUSTED  
 MB0679  ___________________________________________________________________
 MB0679  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB0679  DYNAMIC HT  -         246.955 (meters)     810.22  (feet)  COMP
 MB0679  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 MB0679
 MB0679  VERT ORDER  -  SECOND    CLASS 0
 MB0679
 MB0679.The horizontal coordinates were scaled from a topographic map and have
 MB0679.an estimated accuracy of +/- 6 seconds.
 MB0679
 MB0679.The orthometric height was determined by differential leveling
 MB0679.and adjusted by the National Geodetic Survey in June 1991..
 MB0679
 MB0679.The geoid height was determined by GEOID03.
 MB0679
 MB0679.The dynamic height is computed by dividing the NAVD 88
 MB0679.geopotential number by the normal gravity value computed on the
 MB0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0679.degrees latitude (g = 980.6199 gals.).
 MB0679
 MB0679.The modeled gravity was interpolated from observed gravity values.
 MB0679
 MB0679;                    North         East    Units  Estimated Accuracy
 MB0679;SPC OH N     -   200,560.      733,730.      MT  (+/- 180 meters Scaled)
 MB0679
 MB0679                          SUPERSEDED SURVEY CONTROL
 MB0679
 MB0679  NGVD 29 (??/??/92)  247.237  (m)          811.14   (f) ADJ UNCH    2 0
 MB0679
 MB0679.Superseded values are not recommended for survey control.
 MB0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0679.See file dsdata.txt to determine how the superseded data were derived.
 MB0679
 MB0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF084900(NAD 83)
 MB0679_MARKER: DB = BENCH MARK DISK
 MB0679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0679_SP_SET: ABUTMENT
 MB0679_STAMPING: C 164 1950
 MB0679_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0679
 MB0679  HISTORY     - Date     Condition        Report By
 MB0679  HISTORY     - 1950     MONUMENTED       CGS
 MB0679  HISTORY     - 19910530 GOOD             OHDT
 MB0679
 MB0679                          STATION DESCRIPTION
 MB0679
 MB0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0679'1.6 MI W FROM NORTH BLOOMFIELD.
 MB0679'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 87 FROM THE SOUTH END
 MB0679'OF THE PARK IN NORTH BLOOMFIELD, IN THE BRIDGE OVER THE GRAND
 MB0679'RIVER.  IT IS IN THE TOP AND SOUTH END OF THE WEST ABUTMENT AND
 MB0679'ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK CEMENTED IN A DRILLED
 MB0679'HOLE.  THIS MARK CAN ALSO BE REACHED BY GOING 2.8 MILES EAST
 MB0679'ALONG STATE HIGHWAY 87 FROM MESOPOTAMIA.
 MB0679
 MB0679                          STATION RECOVERY (1991)
 MB0679
 MB0679'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 MB0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0150 ***********************************************************************
 LA0150  DESIGNATION -  C 166
 LA0150  PID         -  LA0150
 LA0150  STATE/COUNTY-  OH/SHELBY
 LA0150  USGS QUAD   -  BOTKINS (1984)
 LA0150
 LA0150                         *CURRENT SURVEY CONTROL
 LA0150  ___________________________________________________________________
 LA0150* NAD 83(1986)-  40 23 51.     (N)    084 10 43.     (W)     SCALED    
 LA0150* NAVD 88     -       310.210  (meters)    1017.75   (feet)  ADJUSTED  
 LA0150  ___________________________________________________________________
 LA0150  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LA0150  DYNAMIC HT  -         310.057 (meters)    1017.25  (feet)  COMP
 LA0150  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 LA0150
 LA0150  VERT ORDER  -  FIRST     CLASS II
 LA0150
 LA0150.The horizontal coordinates were scaled from a topographic map and have
 LA0150.an estimated accuracy of +/- 6 seconds.
 LA0150
 LA0150.The orthometric height was determined by differential leveling
 LA0150.and adjusted by the National Geodetic Survey in June 1991..
 LA0150
 LA0150.The geoid height was determined by GEOID03.
 LA0150
 LA0150.The dynamic height is computed by dividing the NAVD 88
 LA0150.geopotential number by the normal gravity value computed on the
 LA0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0150.degrees latitude (g = 980.6199 gals.).
 LA0150
 LA0150.The modeled gravity was interpolated from observed gravity values.
 LA0150
 LA0150;                    North         East    Units  Estimated Accuracy
 LA0150;SPC OH N     -    82,530.      457,500.      MT  (+/- 180 meters Scaled)
 LA0150
 LA0150                          SUPERSEDED SURVEY CONTROL
 LA0150
 LA0150  NGVD 29 (??/??/92)  310.390  (m)         1018.34   (f) ADJ UNCH    1 2
 LA0150
 LA0150.Superseded values are not recommended for survey control.
 LA0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0150.See file dsdata.txt to determine how the superseded data were derived.
 LA0150
 LA0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK394757(NAD 83)
 LA0150_MARKER: DB = BENCH MARK DISK
 LA0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0150_STAMPING: C 166 1954
 LA0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0150+STABILITY: SURFACE MOTION
 LA0150
 LA0150  HISTORY     - Date     Condition        Report By
 LA0150  HISTORY     - 1954     MONUMENTED       CGS
 LA0150  HISTORY     - 1979     GOOD             LOCENG
 LA0150  HISTORY     - 19930629 MARK NOT FOUND   NGS
 LA0150
 LA0150                          STATION DESCRIPTION
 LA0150
 LA0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0150'4.8 MI S FROM BOTKINS.
 LA0150'ABOUT 4.85 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0150'FROM THE STATION AT BOTKINS, AT ANNA, ABOUT 0.2 MILE NORTH OF
 LA0150'CROSSING OF STATE HIGHWAY 119, AT THE FIRST STREET CROSSING
 LA0150'NORTH OF HIGHWAY, 74 FEET WEST OF WEST RAIL OF MAIN TRCK,
 LA0150'ACROSS TRACK FROM A POINT BETWEEN TELEPHONE POLES 105/26 AND
 LA0150'105/27, 1 102 FEET EAST OF A FENCE LINE, 93 1/2 FEET NORTHWEST
 LA0150'OF CENTER OF CROSSING AND MAIN TRACK, 77 FEET NORTH OF CENTER
 LA0150'LINE OF STREET, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 LA0150'ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 LA0150'POST PROJECTING 3 INCHES.
 LA0150
 LA0150                          STATION RECOVERY (1979)
 LA0150
 LA0150'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 LA0150'RECOVERED IN GOOD CONDITION.
 LA0150
 LA0150                          STATION RECOVERY (1993)
 LA0150
 LA0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0084 ***********************************************************************
 LA0084  DESIGNATION -  C 167
 LA0084  PID         -  LA0084
 LA0084  STATE/COUNTY-  OH/AUGLAIZE
 LA0084  USGS QUAD   -  CRIDERSVILLE (1983)
 LA0084
 LA0084                         *CURRENT SURVEY CONTROL
 LA0084  ___________________________________________________________________
 LA0084* NAD 83(1986)-  40 39 15.     (N)    084 08 38.     (W)     SCALED    
 LA0084* NAVD 88     -       271.136  (meters)     889.55   (feet)  ADJUSTED  
 LA0084  ___________________________________________________________________
 LA0084  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LA0084  DYNAMIC HT  -         271.002 (meters)     889.11  (feet)  COMP
 LA0084  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 LA0084
 LA0084  VERT ORDER  -  FIRST     CLASS II
 LA0084
 LA0084.The horizontal coordinates were scaled from a topographic map and have
 LA0084.an estimated accuracy of +/- 6 seconds.
 LA0084
 LA0084.The orthometric height was determined by differential leveling
 LA0084.and adjusted by the National Geodetic Survey in January 1994..
 LA0084
 LA0084.The geoid height was determined by GEOID03.
 LA0084
 LA0084.The dynamic height is computed by dividing the NAVD 88
 LA0084.geopotential number by the normal gravity value computed on the
 LA0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0084.degrees latitude (g = 980.6199 gals.).
 LA0084
 LA0084.The modeled gravity was interpolated from observed gravity values.
 LA0084
 LA0084;                    North         East    Units  Estimated Accuracy
 LA0084;SPC OH N     -   110,970.      460,980.      MT  (+/- 180 meters Scaled)
 LA0084
 LA0084                          SUPERSEDED SURVEY CONTROL
 LA0084
 LA0084  NAVD 88 (06/15/91)  271.142  (m)          889.57   (f) UNKNOWN     1 2
 LA0084  NGVD 29 (??/??/92)  271.314  (m)          890.14   (f) ADJ UNCH    1 2
 LA0084
 LA0084.Superseded values are not recommended for survey control.
 LA0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0084.See file dsdata.txt to determine how the superseded data were derived.
 LA0084
 LA0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL414042(NAD 83)
 LA0084_MARKER: DB = BENCH MARK DISK
 LA0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0084_SP_SET: CONCRETE POST
 LA0084_STAMPING: C 167 1954
 LA0084_MARK LOGO: CGS   
 LA0084_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0084+STABILITY: SURFACE MOTION
 LA0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0084+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA0084
 LA0084  HISTORY     - Date     Condition        Report By
 LA0084  HISTORY     - 1954     MONUMENTED       CGS
 LA0084  HISTORY     - 19930630 GOOD             NGS
 LA0084
 LA0084                          STATION DESCRIPTION
 LA0084
 LA0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0084'6.2 MI N FROM WAPAKONETA.
 LA0084'ABOUT 6.15 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0084'THE STATION AT WAPAKONETA, AT THE CROSSING OF MAIN STREET AT
 LA0084'CRIDERSVILLE, 35 FEET EAST OF THE EAST RAIL OF MAIN TRACK, 12.2
 LA0084'FEET SOUTH OF SOUTH CURB OF MAIN STREET, 37 FEET NORTH OF TELEPHONE
 LA0084'POLE NO. 123/37, 34.2 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 LA0084'OF MAIN PART OF BUILDING OF CRIDERSVILLE FIRE DEPARTMENT, 3 FEET
 LA0084'SOUTH OF SOUTHWEST CORNER OF A CONCRETE SIDE WALK, ABOUT LEVEL WITH
 LA0084'SIDE WALK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 LA0084
 LA0084                          STATION RECOVERY (1993)
 LA0084
 LA0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0084'IN CRIDERSVILLE, AT THE INTERSECTION OF THE CHESSIE SYSTEM RAILROAD
 LA0084'AND MAIN STREET, 10.7 M (35.1 FT) SOUTHEAST OF THE NEAR RAIL, 10.1 M
 LA0084'(33.1 FT) SOUTH OF THE STREET CENTERLINE, 8.7 M (28.5 FT) NORTH OF A
 LA0084'FLAGPOLE, 6.5 M (21.3 FT) SOUTHWEST OF A WITNESS POST AND UTILITY
 LA0084'POLE NUMBER 96901-7, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, AND
 LA0084'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0036 ***********************************************************************
 LA0036  DESIGNATION -  C 168
 LA0036  PID         -  LA0036
 LA0036  STATE/COUNTY-  OH/ALLEN
 LA0036  USGS QUAD   -  CAIRO (1983)
 LA0036
 LA0036                         *CURRENT SURVEY CONTROL
 LA0036  ___________________________________________________________________
 LA0036* NAD 83(1986)-  40 46 27.     (N)    084 05 44.     (W)     SCALED    
 LA0036* NAVD 88     -       266.046  (meters)     872.85   (feet)  ADJUSTED  
 LA0036  ___________________________________________________________________
 LA0036  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 LA0036  DYNAMIC HT  -         265.916 (meters)     872.43  (feet)  COMP
 LA0036  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 LA0036
 LA0036  VERT ORDER  -  FIRST     CLASS II
 LA0036
 LA0036.The horizontal coordinates were scaled from a topographic map and have
 LA0036.an estimated accuracy of +/- 6 seconds.
 LA0036
 LA0036.The orthometric height was determined by differential leveling
 LA0036.and adjusted by the National Geodetic Survey in June 1991..
 LA0036
 LA0036.The geoid height was determined by GEOID03.
 LA0036
 LA0036.The dynamic height is computed by dividing the NAVD 88
 LA0036.geopotential number by the normal gravity value computed on the
 LA0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0036.degrees latitude (g = 980.6199 gals.).
 LA0036
 LA0036.The modeled gravity was interpolated from observed gravity values.
 LA0036
 LA0036;                    North         East    Units  Estimated Accuracy
 LA0036;SPC OH N     -   124,220.      465,310.      MT  (+/- 180 meters Scaled)
 LA0036
 LA0036                          SUPERSEDED SURVEY CONTROL
 LA0036
 LA0036  NGVD 29 (??/??/92)  266.214  (m)          873.40   (f) ADJ UNCH    1 2
 LA0036
 LA0036.Superseded values are not recommended for survey control.
 LA0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0036.See file dsdata.txt to determine how the superseded data were derived.
 LA0036
 LA0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL451177(NAD 83)
 LA0036_MARKER: DB = BENCH MARK DISK
 LA0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0036_SP_SET: CONCRETE POST
 LA0036_STAMPING: C 168 1954
 LA0036_MARK LOGO: CGS   
 LA0036_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0036+STABILITY: SURFACE MOTION
 LA0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0036+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1993
 LA0036
 LA0036  HISTORY     - Date     Condition        Report By
 LA0036  HISTORY     - 1954     MONUMENTED       CGS
 LA0036  HISTORY     - 1961     GOOD             NGS
 LA0036  HISTORY     - 19930706 GOOD             NGS
 LA0036
 LA0036                          STATION DESCRIPTION
 LA0036
 LA0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0036'2.2 MI N FROM LIMA.
 LA0036'ABOUT 2.15 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0036'THE STATION AT LIMA, AT THE CROSSING OF BIBLE ROAD, 65 FEET EAST
 LA0036'OF EAST RAIL OF EAST TRACK, 78 FEET EAST OF EAST RAIL OF EAST
 LA0036'MAIN TRACK, 7 1/2 FEET SOUTH OF TELEPHONE POLE NO. 132/32, 193
 LA0036'FEET NORTH-NORTHEAST OF CENTER OF CROSSING OF EAST MAIN TRACK AND
 LA0036'BIBLE ROAD, 158 FEET NORTH OF CENTER LINE OF BIBLE ROAD, 161 FEET
 LA0036'NORTH OF CROSSING WARNING SIGN NO. 7476, 2 FEET NORTH OF A WHITE
 LA0036'WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE LEVEL OF TRACK AND SET
 LA0036'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LA0036
 LA0036                          STATION RECOVERY (1961)
 LA0036
 LA0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LA0036'RECOVERED IN GOOD CONDITION.
 LA0036
 LA0036                          STATION RECOVERY (1993)
 LA0036
 LA0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0036'IN LIMA, AT THE INTERSECTION OF THE CHESSIE SYSTEM RAILROAD AND BIBLE
 LA0036'ROAD, 49.4 M (162.1 FT) NORTH OF THE ROAD CENTERLINE, 23.9 M (78.4
 LA0036'FT) EAST OF THE NEAR RAIL, 1.5 M (4.9 FT) SOUTH OF A UTILITY POLE,
 LA0036'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) SOUTH OF
 LA0036'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0209 ***********************************************************************
 MD0209  DESIGNATION -  C 169
 MD0209  PID         -  MD0209
 MD0209  STATE/COUNTY-  OH/PUTNAM
 MD0209  USGS QUAD   -  OTTAWA (1977)
 MD0209
 MD0209                         *CURRENT SURVEY CONTROL
 MD0209  ___________________________________________________________________
 MD0209* NAD 83(1986)-  41 01 37.     (N)    084 02 39.     (W)     SCALED    
 MD0209* NAVD 88     -       223.087  (meters)     731.91   (feet)  ADJUSTED  
 MD0209  ___________________________________________________________________
 MD0209  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MD0209  DYNAMIC HT  -         222.980 (meters)     731.56  (feet)  COMP
 MD0209  MODELED GRAV-     980,140.9   (mgal)                       NAVD 88
 MD0209
 MD0209  VERT ORDER  -  FIRST     CLASS II
 MD0209
 MD0209.The horizontal coordinates were scaled from a topographic map and have
 MD0209.an estimated accuracy of +/- 6 seconds.
 MD0209
 MD0209.The orthometric height was determined by differential leveling
 MD0209.and adjusted by the National Geodetic Survey in June 1991..
 MD0209
 MD0209.The geoid height was determined by GEOID03.
 MD0209
 MD0209.The dynamic height is computed by dividing the NAVD 88
 MD0209.geopotential number by the normal gravity value computed on the
 MD0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0209.degrees latitude (g = 980.6199 gals.).
 MD0209
 MD0209.The modeled gravity was interpolated from observed gravity values.
 MD0209
 MD0209;                    North         East    Units  Estimated Accuracy
 MD0209;SPC OH N     -   152,200.      470,150.      MT  (+/- 180 meters Scaled)
 MD0209
 MD0209                          SUPERSEDED SURVEY CONTROL
 MD0209
 MD0209  NGVD 29 (??/??/92)  223.261  (m)          732.48   (f) ADJ UNCH    1 2
 MD0209
 MD0209.Superseded values are not recommended for survey control.
 MD0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0209.See file dsdata.txt to determine how the superseded data were derived.
 MD0209
 MD0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL485459(NAD 83)
 MD0209_MARKER: DB = BENCH MARK DISK
 MD0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0209_STAMPING: C 169 1954
 MD0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0209+STABILITY: SURFACE MOTION
 MD0209
 MD0209  HISTORY     - Date     Condition        Report By
 MD0209  HISTORY     - 1954     MONUMENTED       CGS
 MD0209
 MD0209                          STATION DESCRIPTION
 MD0209
 MD0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MD0209'AT OTTAWA.
 MD0209'AT OTTAWA, 0.5 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO
 MD0209'RAILROAD FROM THE STATION, AT A BLACK TOP ROAD CROSSING
 MD0209'(EXTENSION OF NORTH LOCUST STREET), 16 FEET NORTHWEST OF
 MD0209'NORTHWEST RAIL OF NORTHWEST TRACK, 26 FEET NORTHWEST OF NORTHWEST
 MD0209'RAIL OF MAIN TRACK, 69 FEET NORTH AND ACROSS TRACKS FROM
 MD0209'TELEPHONE POLE NO. 150/13, 49 FEET EAST OF CENTER LINE OF ROAD,
 MD0209'1 FOOT SOUTHEAST OF A FENCE LINE, 22 FEET NORTHEAST OF A FENCE
 MD0209'CORNER, 148 1/2 FEET SOUTHWEST OF WEST CORNER OF CONCRETE BASE
 MD0209'OF NORTHWEST PIER OF A RAILROAD SIGNAL BRIDGE, 2 FEET SOUTHWEST
 MD0209'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 MD0209'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0150 ***********************************************************************
 MD0150  DESIGNATION -  C 17
 MD0150  PID         -  MD0150
 MD0150  STATE/COUNTY-  OH/HENRY
 MD0150  USGS QUAD   -  HAMLER (1977)
 MD0150
 MD0150                         *CURRENT SURVEY CONTROL
 MD0150  ___________________________________________________________________
 MD0150* NAD 83(1986)-  41 13 47.     (N)    084 01 48.     (W)     SCALED    
 MD0150* NAVD 88     -       218.255  (meters)     716.06   (feet)  ADJUSTED  
 MD0150  ___________________________________________________________________
 MD0150  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 MD0150  DYNAMIC HT  -         218.155 (meters)     715.73  (feet)  COMP
 MD0150  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 MD0150
 MD0150  VERT ORDER  -  SECOND    CLASS 0
 MD0150
 MD0150.The horizontal coordinates were scaled from a topographic map and have
 MD0150.an estimated accuracy of +/- 6 seconds.
 MD0150
 MD0150.The orthometric height was determined by differential leveling
 MD0150.and adjusted by the National Geodetic Survey in June 1991..
 MD0150
 MD0150.The geoid height was determined by GEOID03.
 MD0150
 MD0150.The dynamic height is computed by dividing the NAVD 88
 MD0150.geopotential number by the normal gravity value computed on the
 MD0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0150.degrees latitude (g = 980.6199 gals.).
 MD0150
 MD0150.The modeled gravity was interpolated from observed gravity values.
 MD0150
 MD0150;                    North         East    Units  Estimated Accuracy
 MD0150;SPC OH N     -   174,700.      471,740.      MT  (+/- 180 meters Scaled)
 MD0150
 MD0150                          SUPERSEDED SURVEY CONTROL
 MD0150
 MD0150  NGVD 29 (??/??/92)  218.452  (m)          716.70   (f) ADJ UNCH    2 0
 MD0150
 MD0150.Superseded values are not recommended for survey control.
 MD0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0150.See file dsdata.txt to determine how the superseded data were derived.
 MD0150
 MD0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL489685(NAD 83)
 MD0150_MARKER: DB = BENCH MARK DISK
 MD0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0150_SP_SET: TOWER
 MD0150_STAMPING: C 17 1934
 MD0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0150
 MD0150  HISTORY     - Date     Condition        Report By
 MD0150  HISTORY     - 1934     MONUMENTED       CGS
 MD0150  HISTORY     - 1988     GOOD             USPSQD
 MD0150
 MD0150                          STATION DESCRIPTION
 MD0150
 MD0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0150'AT HAMLER.
 MD0150'AT HAMLER, 30 YARDS NORTHEAST OF THE DETROIT, TOLEDO AND IRONTON
 MD0150'RAILROAD STATION, 15 YARDS NORTHEAST OF THE INTERSECTION OF
 MD0150'THE EAST RAIL OF THE DETROIT, TOLEDO AND IRONTON RAILROAD AND
 MD0150'THE NORTH RAIL OF THE BALTIMORE AND OHIO RAILROAD, AT THE
 MD0150'NORTHWEST CORNER OF A BRICK SWITCHING TOWER, IN THE WEST FACE
 MD0150'OF THE TOWER, AND ABOUT 3 FEET ABOVE GROUND.  A STANDARD DISK,
 MD0150'STAMPED C 17 1934 AND SET VERTICALLY.
 MD0150
 MD0150                          STATION RECOVERY (1988)
 MD0150
 MD0150'RECOVERY NOTE BY US POWER SQUADRON 1988 (PAS)
 MD0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0503 ***********************************************************************
 MC0503  DESIGNATION -  C 170
 MC0503  PID         -  MC0503
 MC0503  STATE/COUNTY-  OH/WOOD
 MC0503  USGS QUAD   -  DESHLER (1977)
 MC0503
 MC0503                         *CURRENT SURVEY CONTROL
 MC0503  ___________________________________________________________________
 MC0503* NAD 83(1986)-  41 14 26.     (N)    083 52 33.     (W)     SCALED    
 MC0503* NAVD 88     -       214.132  (meters)     702.53   (feet)  ADJUSTED  
 MC0503  ___________________________________________________________________
 MC0503  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC0503  DYNAMIC HT  -         214.034 (meters)     702.21  (feet)  COMP
 MC0503  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 MC0503
 MC0503  VERT ORDER  -  FIRST     CLASS I
 MC0503
 MC0503.The horizontal coordinates were scaled from a topographic map and have
 MC0503.an estimated accuracy of +/- 6 seconds.
 MC0503
 MC0503.The orthometric height was determined by differential leveling
 MC0503.and adjusted by the National Geodetic Survey in June 1991..
 MC0503
 MC0503.The geoid height was determined by GEOID03.
 MC0503
 MC0503.The dynamic height is computed by dividing the NAVD 88
 MC0503.geopotential number by the normal gravity value computed on the
 MC0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0503.degrees latitude (g = 980.6199 gals.).
 MC0503
 MC0503.The modeled gravity was interpolated from observed gravity values.
 MC0503
 MC0503;                    North         East    Units  Estimated Accuracy
 MC0503;SPC OH N     -   175,680.      484,680.      MT  (+/- 180 meters Scaled)
 MC0503
 MC0503                          SUPERSEDED SURVEY CONTROL
 MC0503
 MC0503  NGVD 29 (??/??/92)  214.320  (m)          703.15   (f) ADJ UNCH    1 1
 MC0503
 MC0503.Superseded values are not recommended for survey control.
 MC0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0503.See file dsdata.txt to determine how the superseded data were derived.
 MC0503
 MC0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF590694(NAD 83)
 MC0503_MARKER: DB = BENCH MARK DISK
 MC0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0503_STAMPING: C 170 1954
 MC0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0503+STABILITY: SURFACE MOTION
 MC0503
 MC0503  HISTORY     - Date     Condition        Report By
 MC0503  HISTORY     - 1954     MONUMENTED       CGS
 MC0503  HISTORY     - 1968     GOOD             NGS
 MC0503
 MC0503                          STATION DESCRIPTION
 MC0503
 MC0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0503'2.7 MI NE FROM DESHLER.
 MC0503'ABOUT 2.7 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0503'FROM THE STATION AT DESHLER, NEAR THE CROSSING OF SYGNET ROAD,
 MC0503'43.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 25 FEET SOUTHWEST
 MC0503'OF A POWER LINE POLE, 43 FEET SOUTH OF THE CENTER LINE OF THE
 MC0503'ROAD, 5 1/2 FEET SOUTHEAST OF MILEPOLE 167-19, 1.2 FEET SOUTHWEST
 MC0503'OF A METAL WITNESS POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 MC0503'THE GROUND.  IN SECT. 7, R 9E, T 3N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0593 ***********************************************************************
 MC0593  DESIGNATION -  C 171
 MC0593  PID         -  MC0593
 MC0593  STATE/COUNTY-  OH/WOOD
 MC0593  USGS QUAD   -  HOYTVILLE (1977)
 MC0593
 MC0593                         *CURRENT SURVEY CONTROL
 MC0593  ___________________________________________________________________
 MC0593* NAD 83(1986)-  41 12 03.     (N)    083 51 41.     (W)     SCALED    
 MC0593* NAVD 88     -       215.305  (meters)     706.38   (feet)  ADJUSTED  
 MC0593  ___________________________________________________________________
 MC0593  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 MC0593  DYNAMIC HT  -         215.206 (meters)     706.05  (feet)  COMP
 MC0593  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 MC0593
 MC0593  VERT ORDER  -  FIRST     CLASS I
 MC0593
 MC0593.The horizontal coordinates were scaled from a topographic map and have
 MC0593.an estimated accuracy of +/- 6 seconds.
 MC0593
 MC0593.The orthometric height was determined by differential leveling
 MC0593.and adjusted by the National Geodetic Survey in June 1991..
 MC0593
 MC0593.The geoid height was determined by GEOID03.
 MC0593
 MC0593.The dynamic height is computed by dividing the NAVD 88
 MC0593.geopotential number by the normal gravity value computed on the
 MC0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0593.degrees latitude (g = 980.6199 gals.).
 MC0593
 MC0593.The modeled gravity was interpolated from observed gravity values.
 MC0593
 MC0593;                    North         East    Units  Estimated Accuracy
 MC0593;SPC OH N     -   171,260.      485,820.      MT  (+/- 180 meters Scaled)
 MC0593
 MC0593                          SUPERSEDED SURVEY CONTROL
 MC0593
 MC0593  NGVD 29 (01/19/93)  215.499  (m)          707.02   (f) ADJUSTED    1 1
 MC0593
 MC0593.Superseded values are not recommended for survey control.
 MC0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0593.See file dsdata.txt to determine how the superseded data were derived.
 MC0593
 MC0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF600650(NAD 83)
 MC0593_MARKER: DB = BENCH MARK DISK
 MC0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0593_SP_SET: CONCRETE POST
 MC0593_STAMPING: C 171 1954
 MC0593_MARK LOGO: CGS   
 MC0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0593+STABILITY: SURFACE MOTION
 MC0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0593+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0593
 MC0593  HISTORY     - Date     Condition        Report By
 MC0593  HISTORY     - 1954     MONUMENTED       CGS
 MC0593  HISTORY     - 1968     GOOD             NGS
 MC0593  HISTORY     - 1983     GOOD             LOCSUR
 MC0593  HISTORY     - 19921022 GOOD             NGS
 MC0593
 MC0593                          STATION DESCRIPTION
 MC0593
 MC0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0593'2.2 MI E FROM DESHLER.
 MC0593'ABOUT 2.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0593'THE STATION AT DESHLER, NEAR MILEPOLE 60-18, 67 FEET NORTHEAST
 MC0593'OF THE CENTER OF THE CROSSING OF ROUNDHEAD ROAD AND THE WESTBOUND
 MC0593'TRACK, 62 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK,
 MC0593'28 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF
 MC0593'THE RIGHT-OF-WAY FENCE LINE, 1.2 FEET WEST OF A METAL WITNESS
 MC0593'POST, 7 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A
 MC0593'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 MC0593'SEC 20, T3N, R9E.
 MC0593
 MC0593                          STATION RECOVERY (1983)
 MC0593
 MC0593'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0593'RECOVERED IN GOOD CONDITION.
 MC0593
 MC0593                          STATION RECOVERY (1992)
 MC0593
 MC0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0593'3.5 KM (2.15 MI) EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0593'POST OFFICE IN DESHLER, 11.8 M (38.7 FT) NORTHEAST OF THE NEAR RAIL,
 MC0593'9.1 M (29.9 FT) EAST OF THE CENTER OF ROUNDHEAD ROAD, 2.0 M (6.6 FT)
 MC0593'BELOW THE LEVEL OF THE TRACK, 1.0 M (3.3 FT) EAST-NORTHEAST OF AN
 MC0593'UNDERGROUND CABLE JUNCTION BOX, 0.3 M (1.0 FT) WEST OF A WITNESS
 MC0593'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 MC0593'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0493 ***********************************************************************
 MC0493  DESIGNATION -  C 172
 MC0493  PID         -  MC0493
 MC0493  STATE/COUNTY-  OH/HANCOCK
 MC0493  USGS QUAD   -  FOSTORIA (1972)
 MC0493
 MC0493                         *CURRENT SURVEY CONTROL
 MC0493  ___________________________________________________________________
 MC0493* NAD 83(1986)-  41 09 36.     (N)    083 27 53.     (W)     SCALED    
 MC0493* NAVD 88     -       235.825  (meters)     773.70   (feet)  ADJUSTED  
 MC0493  ___________________________________________________________________
 MC0493  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC0493  DYNAMIC HT  -         235.720 (meters)     773.36  (feet)  COMP
 MC0493  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 MC0493
 MC0493  VERT ORDER  -  FIRST     CLASS I
 MC0493
 MC0493.The horizontal coordinates were scaled from a topographic map and have
 MC0493.an estimated accuracy of +/- 6 seconds.
 MC0493
 MC0493.The orthometric height was determined by differential leveling
 MC0493.and adjusted by the National Geodetic Survey in June 1991..
 MC0493
 MC0493.The geoid height was determined by GEOID03.
 MC0493
 MC0493.The dynamic height is computed by dividing the NAVD 88
 MC0493.geopotential number by the normal gravity value computed on the
 MC0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0493.degrees latitude (g = 980.6199 gals.).
 MC0493
 MC0493.The modeled gravity was interpolated from observed gravity values.
 MC0493
 MC0493;                    North         East    Units  Estimated Accuracy
 MC0493;SPC OH N     -   166,280.      519,040.      MT  (+/- 180 meters Scaled)
 MC0493
 MC0493                          SUPERSEDED SURVEY CONTROL
 MC0493
 MC0493  NGVD 29 (??/??/92)  236.014  (m)          774.32   (f) ADJ UNCH    1 1
 MC0493
 MC0493.Superseded values are not recommended for survey control.
 MC0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0493.See file dsdata.txt to determine how the superseded data were derived.
 MC0493
 MC0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF932594(NAD 83)
 MC0493_MARKER: DB = BENCH MARK DISK
 MC0493_SETTING: 66 = SET IN ROCK OUTCROP
 MC0493_SP_SET: ROCK LEDGE
 MC0493_STAMPING: C 172 1954
 MC0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0493+STABILITY: POSITION/ELEVATION WELL
 MC0493
 MC0493  HISTORY     - Date     Condition        Report By
 MC0493  HISTORY     - 1954     MONUMENTED       CGS
 MC0493  HISTORY     - 1968     GOOD             NGS
 MC0493  HISTORY     - 19921022 MARK NOT FOUND   NGS
 MC0493
 MC0493                          STATION DESCRIPTION
 MC0493
 MC0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0493'2.6 MI W FROM FOSTORIA.
 MC0493'ABOUT 2.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0493'FROM THE STATION AT FOSTORIA, SENECA COUNTY, AT MILEPOLE NO.
 MC0493'39-20, 101 FEET NORTH OF THE CENTER OF THE CROSSING OF TOWNSHIP
 MC0493'ROAD NO. 261 AND THE WEST BOUND TRACK, SET IN THE TOP OF THE
 MC0493'SOUTH END OF A NARROW ROCK LEDGE THAT PROJECTS OUT ALONG THE
 MC0493'EAST SIDE OF AN 8-FOOT STONE BOX CULVERT UNDER THE ROAD, 8
 MC0493'FEET EAST OF THE CENTER LINE OF THE ROAD, 4 FEET NORTH OF THE
 MC0493'SOUTH END OF THE EAST HEAD WALL OF THE CULVERT AND ABOUT 1 FOOT
 MC0493'BELOW THE LEVEL OF THE ROAD.
 MC0493
 MC0493                          STATION RECOVERY (1992)
 MC0493
 MC0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0493'THE DESCRIBED CULVERT HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0449 ***********************************************************************
 MC0449  DESIGNATION -  C 173
 MC0449  PID         -  MC0449
 MC0449  STATE/COUNTY-  OH/SENECA
 MC0449  USGS QUAD   -  TIFFIN SOUTH (1977)
 MC0449
 MC0449                         *CURRENT SURVEY CONTROL
 MC0449  ___________________________________________________________________
 MC0449* NAD 83(1986)-  41 07 10.     (N)    083 10 44.     (W)     SCALED    
 MC0449* NAVD 88     -       228.835  (meters)     750.77   (feet)  ADJUSTED  
 MC0449  ___________________________________________________________________
 MC0449  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 MC0449  DYNAMIC HT  -         228.735 (meters)     750.44  (feet)  COMP
 MC0449  MODELED GRAV-     980,182.5   (mgal)                       NAVD 88
 MC0449
 MC0449  VERT ORDER  -  FIRST     CLASS I
 MC0449
 MC0449.The horizontal coordinates were scaled from a topographic map and have
 MC0449.an estimated accuracy of +/- 6 seconds.
 MC0449
 MC0449.The orthometric height was determined by differential leveling
 MC0449.and adjusted by the National Geodetic Survey in June 1991..
 MC0449
 MC0449.The geoid height was determined by GEOID03.
 MC0449
 MC0449.The dynamic height is computed by dividing the NAVD 88
 MC0449.geopotential number by the normal gravity value computed on the
 MC0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0449.degrees latitude (g = 980.6199 gals.).
 MC0449
 MC0449.The modeled gravity was interpolated from observed gravity values.
 MC0449
 MC0449;                    North         East    Units  Estimated Accuracy
 MC0449;SPC OH N     -   161,550.      542,990.      MT  (+/- 180 meters Scaled)
 MC0449
 MC0449                          SUPERSEDED SURVEY CONTROL
 MC0449
 MC0449  NGVD 29 (01/19/93)  229.014  (m)          751.36   (f) ADJUSTED    1 1
 MC0449
 MC0449.Superseded values are not recommended for survey control.
 MC0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0449.See file dsdata.txt to determine how the superseded data were derived.
 MC0449
 MC0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF170543(NAD 83)
 MC0449_MARKER: DB = BENCH MARK DISK
 MC0449_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0449_SP_SET: BUILDING
 MC0449_STAMPING: C 173 1954
 MC0449_MARK LOGO: CGS   
 MC0449_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0449+STABILITY: SURFACE MOTION
 MC0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0449+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0449
 MC0449  HISTORY     - Date     Condition        Report By
 MC0449  HISTORY     - 1954     MONUMENTED       CGS
 MC0449  HISTORY     - 1968     GOOD             NGS
 MC0449  HISTORY     - 19921023 GOOD             NGS
 MC0449
 MC0449                          STATION DESCRIPTION
 MC0449
 MC0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0449'AT TIFFIN.
 MC0449'AT TIFFIN, AT THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD
 MC0449'AND MONROE STREET, SET VERTICALLY IN THE SOUTH FACE OF THE
 MC0449'SOUTHWEST CORNER OF THE CONCRETE PORTION OF THE FOUNDATION TO
 MC0449'THE RAILROAD STATION, 48.1 FEET SOUTH OF THE SOUTH RAIL OF THE
 MC0449'EASTBOUND MAIN TRACK, 14.5 FEET EAST OF THE EAST CURB OF MONROE
 MC0449'STREET, 0.5 FOOT EAST OF THE SOUTHWEST CORNER OF THE STATION, 1.9
 MC0449'FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE TRACKS.
 MC0449
 MC0449                          STATION RECOVERY (1992)
 MC0449
 MC0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0449'IN TIFFIN, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 MC0449'NORTH MONROE STREET, SET VERTICALLY IN THE SOUTH FACE OF THE RAILROAD
 MC0449'STATION, 14.8 M (48.6 FT)  SOUTH OF THE NEAR RAIL, 8.7 M (28.5 FT)
 MC0449'EAST OF THE STREET CENTER, 0.6 M (2.0 FT)  ABOVE THE GROUND SURFACE,
 MC0449'AND 0.2 M (0.7 FT)  EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0229 ***********************************************************************
 MC0229  DESIGNATION -  C 174
 MC0229  PID         -  MC0229
 MC0229  STATE/COUNTY-  OH/SENECA
 MC0229  USGS QUAD   -  CENTERTON (1977)
 MC0229
 MC0229                         *CURRENT SURVEY CONTROL
 MC0229  ___________________________________________________________________
 MC0229* NAD 83(1986)-  41 04 59.     (N)    082 51 33.     (W)     SCALED    
 MC0229* NAVD 88     -       288.313  (meters)     945.91   (feet)  ADJUSTED  
 MC0229  ___________________________________________________________________
 MC0229  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 MC0229  DYNAMIC HT  -         288.180 (meters)     945.47  (feet)  COMP
 MC0229  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 MC0229
 MC0229  VERT ORDER  -  FIRST     CLASS I
 MC0229
 MC0229.The horizontal coordinates were scaled from a topographic map and have
 MC0229.an estimated accuracy of +/- 6 seconds.
 MC0229
 MC0229.The orthometric height was determined by differential leveling
 MC0229.and adjusted by the National Geodetic Survey in June 1991..
 MC0229
 MC0229.The geoid height was determined by GEOID03.
 MC0229
 MC0229.The dynamic height is computed by dividing the NAVD 88
 MC0229.geopotential number by the normal gravity value computed on the
 MC0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0229.degrees latitude (g = 980.6199 gals.).
 MC0229
 MC0229.The modeled gravity was interpolated from observed gravity values.
 MC0229
 MC0229;                    North         East    Units  Estimated Accuracy
 MC0229;SPC OH N     -   157,350.      569,820.      MT  (+/- 180 meters Scaled)
 MC0229
 MC0229                          SUPERSEDED SURVEY CONTROL
 MC0229
 MC0229  NGVD 29 (01/19/93)  288.480  (m)          946.45   (f) ADJUSTED    1 1
 MC0229
 MC0229.Superseded values are not recommended for survey control.
 MC0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0229.See file dsdata.txt to determine how the superseded data were derived.
 MC0229
 MC0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF438496(NAD 83)
 MC0229_MARKER: DB = BENCH MARK DISK
 MC0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0229_SP_SET: CONCRETE POST
 MC0229_STAMPING: C 174 1954
 MC0229_MARK LOGO: CGS   
 MC0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0229+STABILITY: SURFACE MOTION
 MC0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0229+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0229
 MC0229  HISTORY     - Date     Condition        Report By
 MC0229  HISTORY     - 1954     MONUMENTED       CGS
 MC0229  HISTORY     - 1968     GOOD             NGS
 MC0229  HISTORY     - 1987     GOOD             OHDT
 MC0229  HISTORY     - 19921023 GOOD             NGS
 MC0229
 MC0229                          STATION DESCRIPTION
 MC0229
 MC0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0229'7.1 MI W FROM WILLARD.
 MC0229'ABOUT 7.1 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0229'THE STATION AT WILLARD, HURON COUNTY, ABOUT 0.2 MILE NORTH OF
 MC0229'A FARMHOUSE WITH THREE LARGE SILOS, AT A FARM ROAD CROSSING, 94
 MC0229'FEET NORTH OF AND ACROSS THE TRACK FROM MILEPOLE 7-12, 39.5
 MC0229'FEET NORTH-NORTHEAST OF THE NORTH RAIL OF THE WEST BOUND TRACK
 MC0229'AT THE CENTER LINE OF THE ROAD, 11 FEET EAST OF THE CENTER LINE
 MC0229'OF THE ROAD, 3 FEET SOUTHEAST OF THE EAST GATE POST TO A GATE
 MC0229'ACROSS THE ROAD, 2 FEET SOUTH OF A RIGHT-OF-WAY FENCE, 1.2 FEET
 MC0229'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 MC0229'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 MC0229'OF THE GROUND.
 MC0229
 MC0229                          STATION RECOVERY (1987)
 MC0229
 MC0229'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (GC)
 MC0229'RECOVERED IN GOOD CONDITION.
 MC0229
 MC0229                          STATION RECOVERY (1992)
 MC0229
 MC0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0229'12.6 KM (7.80 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0229'JUNCTION OF STATE HIGHWAY 99 IN WILLARD, 11.7 M (38.4 FT) NORTH OF
 MC0229'THE NEAR RAIL, 1.9 M (6.2 FT) EAST OF THE CENTER OF A FIELD ENTRANCE,
 MC0229'0.6 M (2.0 FT) SOUTH OF A FENCE, 0.4 M (1.3 FT) WEST OF A WITNESS
 MC0229'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT
 MC0229'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0110 ***********************************************************************
 MC0110  DESIGNATION -  C 175
 MC0110  PID         -  MC0110
 MC0110  STATE/COUNTY-  OH/HURON
 MC0110  USGS QUAD   -  NEW LONDON (1977)
 MC0110
 MC0110                         *CURRENT SURVEY CONTROL
 MC0110  ___________________________________________________________________
 MC0110* NAD 83(1986)-  41 02 38.     (N)    082 27 49.     (W)     SCALED    
 MC0110* NAVD 88     -       315.562  (meters)    1035.31   (feet)  ADJUSTED  
 MC0110  ___________________________________________________________________
 MC0110  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 MC0110  DYNAMIC HT  -         315.418 (meters)    1034.83  (feet)  COMP
 MC0110  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 MC0110
 MC0110  VERT ORDER  -  FIRST     CLASS I
 MC0110
 MC0110.The horizontal coordinates were scaled from a topographic map and have
 MC0110.an estimated accuracy of +/- 6 seconds.
 MC0110
 MC0110.The orthometric height was determined by differential leveling
 MC0110.and adjusted by the National Geodetic Survey in June 1991..
 MC0110
 MC0110.The geoid height was determined by GEOID03.
 MC0110
 MC0110.The dynamic height is computed by dividing the NAVD 88
 MC0110.geopotential number by the normal gravity value computed on the
 MC0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0110.degrees latitude (g = 980.6199 gals.).
 MC0110
 MC0110.The modeled gravity was interpolated from observed gravity values.
 MC0110
 MC0110;                    North         East    Units  Estimated Accuracy
 MC0110;SPC OH N     -   152,940.      603,060.      MT  (+/- 180 meters Scaled)
 MC0110
 MC0110                          SUPERSEDED SURVEY CONTROL
 MC0110
 MC0110  NGVD 29 (??/??/92)  315.730  (m)         1035.86   (f) ADJ UNCH    1 1
 MC0110
 MC0110.Superseded values are not recommended for survey control.
 MC0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0110.See file dsdata.txt to determine how the superseded data were derived.
 MC0110
 MC0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF769446(NAD 83)
 MC0110_MARKER: DB = BENCH MARK DISK
 MC0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0110_STAMPING: C 175 1954
 MC0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0110+STABILITY: SURFACE MOTION
 MC0110
 MC0110  HISTORY     - Date     Condition        Report By
 MC0110  HISTORY     - 1954     MONUMENTED       CGS
 MC0110  HISTORY     - 1967     GOOD             NGS
 MC0110  HISTORY     - 1987     GOOD             OHDT
 MC0110
 MC0110                          STATION DESCRIPTION
 MC0110
 MC0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0110'2.8 MI NE FROM GREENWICH.
 MC0110'ABOUT 2.75 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0110'FROM THE OVERPASS OVER TOWNSEND STREET AT GREENWICH, ABOUT
 MC0110'0.2 MILE SOUTHWEST OF THE CROSSING OF NINEVAH ROAD, 48 1/2 FEET
 MC0110'NORTH OF THE CENTER OF THE CROSSING OF A FARM ROAD AND THE
 MC0110'WESTBOUND TRACK, 44.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MC0110'WEST-BOUND TRACK, 25 FEET WEST OF MILEPOLE 189-39, 10 1/2 FEET
 MC0110'SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD, 4 FEET EAST OF
 MC0110'A FENCE CORNER, 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, 1
 MC0110'FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 MC0110'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE LEVEL OF THE GROUND.
 MC0110
 MC0110                          STATION RECOVERY (1987)
 MC0110
 MC0110'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0158 ***********************************************************************
 MC0158  DESIGNATION -  C 176 RESET
 MC0158  PID         -  MC0158
 MC0158  STATE/COUNTY-  OH/HURON
 MC0158  USGS QUAD   -  CENTERTON (1977)
 MC0158
 MC0158                         *CURRENT SURVEY CONTROL
 MC0158  ___________________________________________________________________
 MC0158* NAD 83(1986)-  41 04 59.     (N)    082 45 06.     (W)     SCALED    
 MC0158* NAVD 88     -       270.72   (+/-2cm)     888.2    (feet)  VERTCON   
 MC0158  ___________________________________________________________________
 MC0158  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 MC0158
 MC0158  VERT ORDER  -  THIRD (See Below)
 MC0158
 MC0158.The horizontal coordinates were scaled from a topographic map and have
 MC0158.an estimated accuracy of +/- 6 seconds.
 MC0158
 MC0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC0158.The vertical order pertains to the NGVD 29 superseded value.
 MC0158
 MC0158.The geoid height was determined by GEOID03.
 MC0158
 MC0158;                    North         East    Units  Estimated Accuracy
 MC0158;SPC OH N     -   157,320.      578,850.      MT  (+/- 180 meters Scaled)
 MC0158
 MC0158                          SUPERSEDED SURVEY CONTROL
 MC0158
 MC0158  NGVD 29 (10/13/05)  270.88   (m)          888.7    (f) RESET       3  
 MC0158
 MC0158.Superseded values are not recommended for survey control.
 MC0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0158.See file dsdata.txt to determine how the superseded data were derived.
 MC0158
 MC0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF528494(NAD 83)
 MC0158_MARKER: DB = BENCH MARK DISK
 MC0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0158_STAMPING: C 176 RESET 1970
 MC0158_MARK LOGO: CGS   
 MC0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0158+STABILITY: SURFACE MOTION
 MC0158
 MC0158  HISTORY     - Date     Condition        Report By
 MC0158  HISTORY     - 1970     MONUMENTED       CGS
 MC0158  HISTORY     - 1987     GOOD             OHDT
 MC0158
 MC0158                          STATION DESCRIPTION
 MC0158
 MC0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 MC0158'2 MI NW FROM WILLARD.
 MC0158'2.05 MILES NORTHWEST ALONG THE B AND O RAILROAD FROM THE STATION
 MC0158'AT WILLARD, AT CENTERTON, 1 FOOT SOUTH OF A METAL WITNESS POST,
 MC0158'21 FEET EAST OF THE EAST RAIL, 33 FEET NORTH OF THE CENTERLINE OF
 MC0158'EGYPT ROAD, 13 FEET WEST OF CENTERLINE OF A DRIVEWAY, 4 FEET
 MC0158'EAST OF A TELEPHONE POLE, 3 FEET WEST OF A FENCE CORNER POST,
 MC0158'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MC0158
 MC0158                          STATION RECOVERY (1987)
 MC0158
 MC0158'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (CQ)
 MC0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1729 ***********************************************************************
 KY1729  DESIGNATION -  C 177
 KY1729  PID         -  KY1729
 KY1729  STATE/COUNTY-  OH/WAYNE
 KY1729  USGS QUAD   -  RITTMAN (1994)
 KY1729
 KY1729                         *CURRENT SURVEY CONTROL
 KY1729  ___________________________________________________________________
 KY1729* NAD 83(1986)-  40 58 32.     (N)    081 51 51.     (W)     SCALED    
 KY1729* NAVD 88     -       297.428  (meters)     975.81   (feet)  ADJUSTED  
 KY1729  ___________________________________________________________________
 KY1729  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KY1729  DYNAMIC HT  -         297.296 (meters)     975.38  (feet)  COMP
 KY1729  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 KY1729
 KY1729  VERT ORDER  -  FIRST     CLASS I
 KY1729
 KY1729.The horizontal coordinates were scaled from a topographic map and have
 KY1729.an estimated accuracy of +/- 6 seconds.
 KY1729
 KY1729.The orthometric height was determined by differential leveling
 KY1729.and adjusted by the National Geodetic Survey in June 1991..
 KY1729
 KY1729.The geoid height was determined by GEOID03.
 KY1729
 KY1729.The dynamic height is computed by dividing the NAVD 88
 KY1729.geopotential number by the normal gravity value computed on the
 KY1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1729.degrees latitude (g = 980.6199 gals.).
 KY1729
 KY1729.The modeled gravity was interpolated from observed gravity values.
 KY1729
 KY1729;                    North         East    Units  Estimated Accuracy
 KY1729;SPC OH N     -   145,540.      653,510.      MT  (+/- 180 meters Scaled)
 KY1729
 KY1729                          SUPERSEDED SURVEY CONTROL
 KY1729
 KY1729  NGVD 29 (??/??/92)  297.636  (m)          976.49   (f) ADJ UNCH    1 1
 KY1729
 KY1729.Superseded values are not recommended for survey control.
 KY1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1729.See file dsdata.txt to determine how the superseded data were derived.
 KY1729
 KY1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF272364(NAD 83)
 KY1729_MARKER: DB = BENCH MARK DISK
 KY1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1729_STAMPING: C 177 1954
 KY1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1729+STABILITY: SURFACE MOTION
 KY1729
 KY1729  HISTORY     - Date     Condition        Report By
 KY1729  HISTORY     - 1954     MONUMENTED       CGS
 KY1729  HISTORY     - 1967     GOOD             NGS
 KY1729  HISTORY     - 1971     GOOD             NGS
 KY1729  HISTORY     - 1987     GOOD             OHDT
 KY1729
 KY1729                          STATION DESCRIPTION
 KY1729
 KY1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1729'0.8 MI NW FROM STERLING.
 KY1729'ABOUT 0.85 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1729'FROM THE CROSSING OF COUNTY ROAD 60 AT STERLING, IN SECTION 6,
 KY1729'R 12 W, T 18 N, 90 FEET NORTH OF AND ACROSS TRACK FROM MILEPOLE
 KY1729'156-20, 78 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF THE
 KY1729'COUNTY ROAD NO. 73 AND THE WESTBOUND MAIN TRACK, 53.6 FEET
 KY1729'NORTHEAST OF AND ACROSS A SIDE TRACK FROM THE NORTHEAST RAIL OF
 KY1729'THE WESTBOUND MAIN TRACK, 28 FEET WEST OF THE CENTER LINE OF THE
 KY1729'ROAD, 8 1/2 FEET SOUTHWEST OF POWER LINE POLE NO. 71 CH 5, 1.2
 KY1729'FEET SOUTH OF A FENCE LINE, 1.2 FEET EAST OF A METAL WITNESS
 KY1729'POST, 2 FEET BELOW THE LEVEL OF THE MAIN TRACK AND SET IN THE TOP
 KY1729'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE LEVEL OF THE
 KY1729'GROUND.
 KY1729
 KY1729                          STATION RECOVERY (1971)
 KY1729
 KY1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KY1729'RECOVERED IN GOOD CONDITION.
 KY1729
 KY1729                          STATION RECOVERY (1987)
 KY1729
 KY1729'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1640 ***********************************************************************
 KY1640  DESIGNATION -  C 178
 KY1640  PID         -  KY1640
 KY1640  STATE/COUNTY-  OH/SUMMIT
 KY1640  USGS QUAD   -  DOYLESTOWN (1994)
 KY1640
 KY1640                         *CURRENT SURVEY CONTROL
 KY1640  ___________________________________________________________________
 KY1640* NAD 83(1986)-  40 54 55.     (N)    081 38 26.     (W)     SCALED    
 KY1640* NAVD 88     -       289.433  (meters)     949.58   (feet)  ADJUSTED  
 KY1640  ___________________________________________________________________
 KY1640  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KY1640  DYNAMIC HT  -         289.304 (meters)     949.16  (feet)  COMP
 KY1640  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 KY1640
 KY1640  VERT ORDER  -  FIRST     CLASS I
 KY1640
 KY1640.The horizontal coordinates were scaled from a topographic map and have
 KY1640.an estimated accuracy of +/- 6 seconds.
 KY1640
 KY1640.The orthometric height was determined by differential leveling
 KY1640.and adjusted by the National Geodetic Survey in June 1991..
 KY1640
 KY1640.The geoid height was determined by GEOID03.
 KY1640
 KY1640.The dynamic height is computed by dividing the NAVD 88
 KY1640.geopotential number by the normal gravity value computed on the
 KY1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1640.degrees latitude (g = 980.6199 gals.).
 KY1640
 KY1640.The modeled gravity was interpolated from observed gravity values.
 KY1640
 KY1640;                    North         East    Units  Estimated Accuracy
 KY1640;SPC OH N     -   139,010.      672,400.      MT  (+/- 180 meters Scaled)
 KY1640
 KY1640                          SUPERSEDED SURVEY CONTROL
 KY1640
 KY1640  NGVD 29 (??/??/92)  289.632  (m)          950.23   (f) ADJ UNCH    1 1
 KY1640
 KY1640.Superseded values are not recommended for survey control.
 KY1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1640.See file dsdata.txt to determine how the superseded data were derived.
 KY1640
 KY1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF460295(NAD 83)
 KY1640_MARKER: DB = BENCH MARK DISK
 KY1640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1640_SP_SET: STEP
 KY1640_STAMPING: C 178 1954
 KY1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1640
 KY1640  HISTORY     - Date     Condition        Report By
 KY1640  HISTORY     - 1954     MONUMENTED       CGS
 KY1640  HISTORY     - 1967     GOOD             NGS
 KY1640  HISTORY     - 19991030 GOOD             USPSQD
 KY1640
 KY1640                          STATION DESCRIPTION
 KY1640
 KY1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1640'0.5 MI SE FROM WARWICK.
 KY1640'ABOUT 0.5 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1640'FROM THE SWITCH TOWER AT WARWICK, ABOUT 0.15 MILE SOUTH OF A
 KY1640'BLACK TOPPED ROAD CROSSING, ABOUT 1 RAIL NORTH OF MILEPOST
 KY1640'107-35, SET ON THE TOP OF THE WEST CORNER OF THE SECOND STEP
 KY1640'DOWN FOR THE NORTHWEST STONE WING WALL OF THE RAILROAD BRIDGE
 KY1640'OVER CHIPPEWA CREEK, 9.7 FEET WEST OF THE WEST RAIL OF THE
 KY1640'WEST TRACK AND 3 FEET BELOW THE LEVEL OF THE TRACK.  IN SECTION
 KY1640'31, R 10 W, T 2 N.  NOTE-- MARK MAY ALSO BE REACHED BY GOING
 KY1640'2.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1640'FROM THE CROSSING OF STATE HIGHWAY 93 AT CANAL FULTON, STARK
 KY1640'COUNTY, OHIO.
 KY1640
 KY1640                          STATION RECOVERY (1999)
 KY1640
 KY1640'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1298 ***********************************************************************
 MB1298  DESIGNATION -  C 179
 MB1298  PID         -  MB1298
 MB1298  STATE/COUNTY-  OH/SUMMIT
 MB1298  USGS QUAD   -  AKRON WEST (1994)
 MB1298
 MB1298                         *CURRENT SURVEY CONTROL
 MB1298  ___________________________________________________________________
 MB1298* NAD 83(1986)-  41 01 56.     (N)    081 34 53.     (W)     SCALED    
 MB1298* NAVD 88     -       295.439  (meters)     969.29   (feet)  ADJUSTED  
 MB1298  ___________________________________________________________________
 MB1298  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MB1298  DYNAMIC HT  -         295.308 (meters)     968.86  (feet)  COMP
 MB1298  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 MB1298
 MB1298  VERT ORDER  -  FIRST     CLASS II
 MB1298
 MB1298.The horizontal coordinates were scaled from a topographic map and have
 MB1298.an estimated accuracy of +/- 6 seconds.
 MB1298
 MB1298.The orthometric height was determined by differential leveling
 MB1298.and adjusted by the National Geodetic Survey in June 1991..
 MB1298
 MB1298.The geoid height was determined by GEOID03.
 MB1298
 MB1298.The dynamic height is computed by dividing the NAVD 88
 MB1298.geopotential number by the normal gravity value computed on the
 MB1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1298.degrees latitude (g = 980.6199 gals.).
 MB1298
 MB1298.The modeled gravity was interpolated from observed gravity values.
 MB1298
 MB1298;                    North         East    Units  Estimated Accuracy
 MB1298;SPC OH N     -   152,050.      677,240.      MT  (+/- 180 meters Scaled)
 MB1298
 MB1298                          SUPERSEDED SURVEY CONTROL
 MB1298
 MB1298  NGVD 29 (??/??/92)  295.637  (m)          969.94   (f) ADJ UNCH    1 2
 MB1298
 MB1298.Superseded values are not recommended for survey control.
 MB1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1298.See file dsdata.txt to determine how the superseded data were derived.
 MB1298
 MB1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF511424(NAD 83)
 MB1298_MARKER: DB = BENCH MARK DISK
 MB1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1298_STAMPING: C 179 1954
 MB1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1298+STABILITY: SURFACE MOTION
 MB1298
 MB1298  HISTORY     - Date     Condition        Report By
 MB1298  HISTORY     - 1954     MONUMENTED       CGS
 MB1298  HISTORY     - 1963     GOOD             NGS
 MB1298  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1298  HISTORY     - 20060418 MARK NOT FOUND   GEOCAC
 MB1298
 MB1298                          STATION DESCRIPTION
 MB1298
 MB1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MB1298'AT BARBERTON.
 MB1298'AT BARBERTON, ABOUT 1.9 MILES NORTHEAST ALONG THE BALTIMORE AND
 MB1298'OHIO RAILROAD FROM THE STATION, AT THE CROSSING OF U.S. HIGHWAY
 MB1298'224 (WATERLOO ROAD), 21 1/2 FEET NORTHWEST OF NORTHWEST RAIL OF
 MB1298'NORTHWEST TRACK, 167 FEET WEST-SOUTHWEST OF CENTER OF CROSSING OF
 MB1298'HIGHWAY AND THE NORTHWEST MAIN TRACK, 83 FEET SOUTH OF CENTER
 MB1298'LINE OF HIGHWAY 224, 67 1/2 FEET SOUTHWEST OF POWER POLE NO. 57,
 MB1298'32 FEET SOUTHEAST OF CENTER LINE OF COVENTRY STREET PARALLELING
 MB1298'THE TRACK, 19 1/2 FEET NORTH OF A SWITCH STAND, 41 FEET NORTHEAST
 MB1298'OF A TELEPHONE POLE AND 3 1/2 FEET SOUTHEAST OF THE LINE OF
 MB1298'POLES, 2 FEET SOUTH-SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 MB1298'ABOUT 2 1/2 FEET BELOW THE LEVEL OF TRACK AND SET IN THE TOP OF
 MB1298'A CONCRETE POST PROJECTING 4 INCHES.
 MB1298
 MB1298                          STATION RECOVERY (1963)
 MB1298
 MB1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MB1298'RECOVERED IN GOOD CONDITION.
 MB1298
 MB1298                          STATION RECOVERY (1983)
 MB1298
 MB1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1298'MARK NOT FOUND.
 MB1298
 MB1298                          STATION RECOVERY (2006)
 MB1298
 MB1298'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0085 ***********************************************************************
 MD0085  DESIGNATION -  C 18
 MD0085  PID         -  MD0085
 MD0085  STATE/COUNTY-  OH/FULTON
 MD0085  USGS QUAD   -  DELTA (1977)
 MD0085
 MD0085                         *CURRENT SURVEY CONTROL
 MD0085  ___________________________________________________________________
 MD0085* NAD 83(1986)-  41 34 14.     (N)    084 00 10.     (W)     SCALED    
 MD0085* NAVD 88     -       219.980  (meters)     721.72   (feet)  ADJUSTED  
 MD0085  ___________________________________________________________________
 MD0085  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 MD0085  DYNAMIC HT  -         219.888 (meters)     721.42  (feet)  COMP
 MD0085  MODELED GRAV-     980,203.1   (mgal)                       NAVD 88
 MD0085
 MD0085  VERT ORDER  -  SECOND    CLASS 0
 MD0085
 MD0085.The horizontal coordinates were scaled from a topographic map and have
 MD0085.an estimated accuracy of +/- 6 seconds.
 MD0085
 MD0085.The orthometric height was determined by differential leveling
 MD0085.and adjusted by the National Geodetic Survey in June 1991..
 MD0085
 MD0085.The geoid height was determined by GEOID03.
 MD0085
 MD0085.The dynamic height is computed by dividing the NAVD 88
 MD0085.geopotential number by the normal gravity value computed on the
 MD0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0085.degrees latitude (g = 980.6199 gals.).
 MD0085
 MD0085.The modeled gravity was interpolated from observed gravity values.
 MD0085
 MD0085;                    North         East    Units  Estimated Accuracy
 MD0085;SPC OH N     -   212,500.      474,670.      MT  (+/- 180 meters Scaled)
 MD0085
 MD0085                          SUPERSEDED SURVEY CONTROL
 MD0085
 MD0085  NGVD 29 (??/??/92)  220.163  (m)          722.32   (f) ADJ UNCH    2 0
 MD0085
 MD0085.Superseded values are not recommended for survey control.
 MD0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0085.See file dsdata.txt to determine how the superseded data were derived.
 MD0085
 MD0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM498064(NAD 83)
 MD0085_MARKER: DB = BENCH MARK DISK
 MD0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0085_STAMPING: C 18 1934
 MD0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0085+STABILITY: SURFACE MOTION
 MD0085
 MD0085  HISTORY     - Date     Condition        Report By
 MD0085  HISTORY     - 1934     MONUMENTED       CGS
 MD0085
 MD0085                          STATION DESCRIPTION
 MD0085
 MD0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0085'AT DELTA.
 MD0085'AT DELTA, FULTON COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 16
 MD0085'YARDS WEST OF THE SOUTHWEST CORNER OF THE STATION, 11 YARDS NORTH
 MD0085'OF THE NORTH RAIL, 9 YARDS SOUTH OF THE CENTERLINE OF A CINDER
 MD0085'ROAD, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 MD0085'STAMPED C 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0084 ***********************************************************************
 MD0084  DESIGNATION -  C 18 X
 MD0084  PID         -  MD0084
 MD0084  STATE/COUNTY-  OH/FULTON
 MD0084  USGS QUAD   -  DELTA (1977)
 MD0084
 MD0084                         *CURRENT SURVEY CONTROL
 MD0084  ___________________________________________________________________
 MD0084* NAD 83(1986)-  41 33 42.     (N)    084 03 25.     (W)     SCALED    
 MD0084* NAVD 88     -       228.272  (meters)     748.92   (feet)  ADJUSTED  
 MD0084  ___________________________________________________________________
 MD0084  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 MD0084  DYNAMIC HT  -         228.178 (meters)     748.61  (feet)  COMP
 MD0084  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 MD0084
 MD0084  VERT ORDER  -  SECOND    CLASS 0
 MD0084
 MD0084.The horizontal coordinates were scaled from a topographic map and have
 MD0084.an estimated accuracy of +/- 6 seconds.
 MD0084
 MD0084.The orthometric height was determined by differential leveling
 MD0084.and adjusted by the National Geodetic Survey in June 1991..
 MD0084
 MD0084.The geoid height was determined by GEOID03.
 MD0084
 MD0084.The dynamic height is computed by dividing the NAVD 88
 MD0084.geopotential number by the normal gravity value computed on the
 MD0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0084.degrees latitude (g = 980.6199 gals.).
 MD0084
 MD0084.The modeled gravity was interpolated from observed gravity values.
 MD0084
 MD0084;                    North         East    Units  Estimated Accuracy
 MD0084;SPC OH N     -   211,600.      470,130.      MT  (+/- 180 meters Scaled)
 MD0084
 MD0084                          SUPERSEDED SURVEY CONTROL
 MD0084
 MD0084  NGVD 29 (??/??/92)  228.453  (m)          749.52   (f) ADJ UNCH    2 0
 MD0084
 MD0084.Superseded values are not recommended for survey control.
 MD0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0084.See file dsdata.txt to determine how the superseded data were derived.
 MD0084
 MD0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM454052(NAD 83)
 MD0084_MARKER: DB = BENCH MARK DISK
 MD0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0084_STAMPING: C 18 X 1934
 MD0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0084+STABILITY: SURFACE MOTION
 MD0084
 MD0084  HISTORY     - Date     Condition        Report By
 MD0084  HISTORY     - 1934     MONUMENTED       CGS
 MD0084  HISTORY     - 1959     GOOD             USGS
 MD0084  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 MD0084
 MD0084                          STATION DESCRIPTION
 MD0084
 MD0084'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MD0084'2.9 MI W FROM DELTA.
 MD0084'2.9 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0084'STATION AT DELTA, FULTON COUNTY, 63 YARDS WEST OF SEMAPHORE A
 MD0084'28 1, AT A GRAVEL ROAD CROSSING, 21 YARDS NORTHEAST OF THE
 MD0084'CROSSING OF THE NORTH RAIL AND THE CENTERLINE OF THE ROAD, 15 FEET
 MD0084'EAST OF THE CENTERLINE OF THE ROAD, 3.5 YARDS NORTH OF THE NORTH
 MD0084'RAIL, AND ABOUT 1 FOOT BELOW THE TOP OF THE RAIL, 226 FEET EAST
 MD0084'OF STATE HWY. 109.  A STANDARD DISK, STAMPED C 18 X 1934 AND SET
 MD0084'IN THE TOP OF A CONCRETE POST.
 MD0084
 MD0084                          STATION RECOVERY (1985)
 MD0084
 MD0084'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 MD0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1402 ***********************************************************************
 KY1402  DESIGNATION -  C 180
 KY1402  PID         -  KY1402
 KY1402  STATE/COUNTY-  OH/TUSCARAWAS
 KY1402  USGS QUAD   -  GNADENHUTTEN (1994)
 KY1402
 KY1402                         *CURRENT SURVEY CONTROL
 KY1402  ___________________________________________________________________
 KY1402* NAD 83(1986)-  40 21 24.     (N)    081 27 23.     (W)     SCALED    
 KY1402* NAVD 88     -       253.071  (meters)     830.28   (feet)  ADJUSTED  
 KY1402  ___________________________________________________________________
 KY1402  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KY1402  DYNAMIC HT  -         252.943 (meters)     829.86  (feet)  COMP
 KY1402  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 KY1402
 KY1402  VERT ORDER  -  FIRST     CLASS II
 KY1402
 KY1402.The horizontal coordinates were scaled from a topographic map and have
 KY1402.an estimated accuracy of +/- 6 seconds.
 KY1402
 KY1402.The orthometric height was determined by differential leveling
 KY1402.and adjusted by the National Geodetic Survey in June 1991..
 KY1402
 KY1402.The geoid height was determined by GEOID03.
 KY1402
 KY1402.The dynamic height is computed by dividing the NAVD 88
 KY1402.geopotential number by the normal gravity value computed on the
 KY1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1402.degrees latitude (g = 980.6199 gals.).
 KY1402
 KY1402.The modeled gravity was interpolated from observed gravity values.
 KY1402
 KY1402;                    North         East    Units  Estimated Accuracy
 KY1402;SPC OH N     -    77,150.      688,650.      MT  (+/- 180 meters Scaled)
 KY1402
 KY1402                          SUPERSEDED SURVEY CONTROL
 KY1402
 KY1402  NGVD 29 (??/??/92)  253.280  (m)          830.97   (f) ADJ UNCH    1 2
 KY1402
 KY1402.Superseded values are not recommended for survey control.
 KY1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1402.See file dsdata.txt to determine how the superseded data were derived.
 KY1402
 KY1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME612674(NAD 83)
 KY1402_MARKER: DB = BENCH MARK DISK
 KY1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1402_STAMPING: C 180 1954
 KY1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1402+STABILITY: SURFACE MOTION
 KY1402
 KY1402  HISTORY     - Date     Condition        Report By
 KY1402  HISTORY     - 1954     MONUMENTED       CGS
 KY1402
 KY1402                          STATION DESCRIPTION
 KY1402
 KY1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1402'1 MI SW FROM GNADENHUTTEN.
 KY1402'ABOUT 1.0 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1402'STATION AT GNADENHUTTEN, ABOUT 0.7 MILE SOUTHWEST OF RAILROAD
 KY1402'BRIDGE OVER TUSCARAWAS RIVER, AT CROSSING OF COUNTY ROAD 59,
 KY1402'21 1/4 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK, 308
 KY1402'FEET NORTHEAST OF MILE POST 98, 60 FEET WEST OF CENTER OF
 KY1402'CROSSING OF ROAD AND NORTHWEST TRACK, 51 FEET SOUTHWEST OF CENTER
 KY1402'LINE OF COUNTY ROAD, 80 FEET SOUTHEAST OF CENTER LINE OF
 KY1402'U.S. HIGHWAY 36, 21 3/4 FEET NORTH-NORTHEAST OF THE THIRD
 KY1402'TELEPHONE NORTHEAST OF MILE POST, 2 1/2 FEET SOUTH OF A WHITE
 KY1402'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET
 KY1402'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0548 ***********************************************************************
 MC0548  DESIGNATION -  C 181
 MC0548  PID         -  MC0548
 MC0548  STATE/COUNTY-  OH/WOOD
 MC0548  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 MC0548
 MC0548                         *CURRENT SURVEY CONTROL
 MC0548  ___________________________________________________________________
 MC0548* NAD 83(1986)-  41 29 06.     (N)    083 41 20.     (W)     SCALED    
 MC0548* NAVD 88     -       200.943  (meters)     659.26   (feet)  ADJUSTED  
 MC0548  ___________________________________________________________________
 MC0548  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC0548  DYNAMIC HT  -         200.862 (meters)     658.99  (feet)  COMP
 MC0548  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 MC0548
 MC0548  VERT ORDER  -  FIRST     CLASS I
 MC0548
 MC0548.The horizontal coordinates were scaled from a topographic map and have
 MC0548.an estimated accuracy of +/- 6 seconds.
 MC0548
 MC0548.The orthometric height was determined by differential leveling
 MC0548.and adjusted by the National Geodetic Survey in June 1991..
 MC0548
 MC0548.The geoid height was determined by GEOID03.
 MC0548
 MC0548.The dynamic height is computed by dividing the NAVD 88
 MC0548.geopotential number by the normal gravity value computed on the
 MC0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0548.degrees latitude (g = 980.6199 gals.).
 MC0548
 MC0548.The modeled gravity was interpolated from observed gravity values.
 MC0548
 MC0548;                    North         East    Units  Estimated Accuracy
 MC0548;SPC OH N     -   202,600.      500,720.      MT  (+/- 180 meters Scaled)
 MC0548
 MC0548                          SUPERSEDED SURVEY CONTROL
 MC0548
 MC0548  NGVD 29 (??/??/92)  201.138  (m)          659.90   (f) ADJ UNCH    1 1
 MC0548
 MC0548.Superseded values are not recommended for survey control.
 MC0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0548.See file dsdata.txt to determine how the superseded data were derived.
 MC0548
 MC0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF755960(NAD 83)
 MC0548_MARKER: DB = BENCH MARK DISK
 MC0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0548_SP_SET: CONCRETE POST
 MC0548_STAMPING: C 181 1954
 MC0548_MARK LOGO: CGS   
 MC0548_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0548+STABILITY: SURFACE MOTION
 MC0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0548+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1993
 MC0548
 MC0548  HISTORY     - Date     Condition        Report By
 MC0548  HISTORY     - 1954     MONUMENTED       CGS
 MC0548  HISTORY     - 1968     GOOD             NGS
 MC0548  HISTORY     - 1984     GOOD             USPSQD
 MC0548  HISTORY     - 1987     GOOD             USPSQD
 MC0548  HISTORY     - 19930719 GOOD             NGS
 MC0548
 MC0548                          STATION DESCRIPTION
 MC0548
 MC0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0548'1.7 MI NE FROM HASKINS.
 MC0548'ABOUT 1.7 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0548'FROM THE CROSSING OF STATE HIGHWAY 64 AT HASKINS, 60 FEET
 MC0548'NORTHEAST OF THE CENTER OF THE CROSSING OF OVITT ROAD, 28.8 FEET
 MC0548'SOUTHEAST OF THE SOUTHEAST RAIL, 28 FEET NORTH OF THE CENTER
 MC0548'LINE OF THE ROAD, 4 FEET NORTHEAST OF MILEPOLE 168-37, IN LINE
 MC0548'WITH A ROW OF POLES, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST,
 MC0548'2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 MC0548'CONCRETE POST 2 INCHES UNDERGROUND.  SEC 46, T 1 N, R 10 E.
 MC0548'NOTE-- ORIGINAL DESCRIPTION REPORTED THE MARK AS PROJECTING 4
 MC0548'INCHES.
 MC0548
 MC0548                          STATION RECOVERY (1984)
 MC0548
 MC0548'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0548'WITNESS POST GONE.
 MC0548
 MC0548                          STATION RECOVERY (1987)
 MC0548
 MC0548'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0548'RECOVERED IN GOOD CONDITION.
 MC0548
 MC0548                          STATION RECOVERY (1993)
 MC0548
 MC0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0548'2.7 KM (1.65 MI) NORTHEASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM
 MC0548'THE JUNCTION OF STATE HIGHWAY 64 IN HASKINS, 8.7 M (28.5 FT)
 MC0548'SOUTHEAST OF THE NEAR RAIL, 8.6 M (28.2 FT) NORTH OF THE CENTER OF
 MC0548'OVITT ROAD, 1.0 M (3.3 FT) NORTHEAST OF A UTILITY POLE, 0.6 M (2.0
 MC0548'FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) WEST OF A WITNESS
 MC0548'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0736 ***********************************************************************
 MC0736  DESIGNATION -  C 182
 MC0736  PID         -  MC0736
 MC0736  STATE/COUNTY-  OH/LUCAS
 MC0736  USGS QUAD   -  TOLEDO (1980)
 MC0736
 MC0736                         *CURRENT SURVEY CONTROL
 MC0736  ___________________________________________________________________
 MC0736* NAD 83(1995)-  41 42 28.67846(N)    083 31 38.78790(W)     ADJUSTED  
 MC0736* NAVD 88     -       180.608  (meters)     592.54   (feet)  ADJUSTED  
 MC0736  ___________________________________________________________________
 MC0736  X           -     537,568.517 (meters)                     COMP
 MC0736  Y           -  -4,738,353.829 (meters)                     COMP
 MC0736  Z           -   4,221,540.404 (meters)                     COMP
 MC0736  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 MC0736  ELLIP HEIGHT-         145.28  (meters)          (10/07/05) GPS OBS
 MC0736  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0736  DYNAMIC HT  -         180.539 (meters)     592.32  (feet)  COMP
 MC0736  MODELED GRAV-     980,237.7   (mgal)                       NAVD 88
 MC0736
 MC0736  HORZ ORDER  -  FIRST
 MC0736  VERT ORDER  -  FIRST     CLASS I
 MC0736  ELLP ORDER  -  FOURTH    CLASS I
 MC0736
 MC0736.The horizontal coordinates were established by GPS observations
 MC0736.and adjusted by the National Geodetic Survey in April 1998..
 MC0736
 MC0736.The orthometric height was determined by differential leveling
 MC0736.and adjusted by the National Geodetic Survey in June 1991..
 MC0736.WARNING-Repeat measurements at this control monument indicate possible
 MC0736.vertical movement.
 MC0736
 MC0736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC0736
 MC0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0736
 MC0736.The ellipsoidal height was determined by GPS observations
 MC0736.and is referenced to NAD 83.
 MC0736
 MC0736.The geoid height was determined by GEOID03.
 MC0736
 MC0736.The dynamic height is computed by dividing the NAVD 88
 MC0736.geopotential number by the normal gravity value computed on the
 MC0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0736.degrees latitude (g = 980.6199 gals.).
 MC0736
 MC0736.The modeled gravity was interpolated from observed gravity values.
 MC0736
 MC0736;                    North         East     Units Scale Factor Converg.
 MC0736;SPC OH N     -   227,188.738   514,489.469   MT  1.00000155   -0 40 29.9
 MC0736;UTM  17      - 4,620,439.717   289,721.077   MT  1.00014416   -1 40 55.9
 MC0736
 MC0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0736!SPC OH N     -   0.99997721  x   1.00000155  =   0.99997876
 MC0736!UTM  17      -   0.99997721  x   1.00014416  =   1.00012137
 MC0736
 MC0736|---------------------------------------------------------------------|
 MC0736| PID    Reference Object                     Distance      Geod. Az  |
 MC0736|                                                           dddmmss.s |
 MC0736| MC1695 55 P STICKNEY                       395.133 METERS 18304     |
 MC0736|---------------------------------------------------------------------|
 MC0736
 MC0736                          SUPERSEDED SURVEY CONTROL
 MC0736
 MC0736  ELLIP H (04/01/98)  145.31   (m)                       GP(       ) 4 1
 MC0736  NAD 83(1995)-  41 42 28.67845(N)    083 31 38.78789(W) AD(       ) 1
 MC0736  NAD 83(1986)-  41 42 28.69188(N)    083 31 38.80522(W) AD(       ) 1
 MC0736  NAVD 88 (09/14/94)  180.61   (m)          592.6    (f) LEVELING    3  
 MC0736  NGVD 29 (??/??/92)  180.790  (m)          593.14   (f) ADJ UNCH    1 1
 MC0736
 MC0736.Superseded values are not recommended for survey control.
 MC0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0736.See file dsdata.txt to determine how the superseded data were derived.
 MC0736
 MC0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8972120440(NAD 83)
 MC0736_MARKER: DB = BENCH MARK DISK
 MC0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0736_SP_SET: CONCRETE POST
 MC0736_STAMPING: C 182 1954
 MC0736_MARK LOGO: CGS   
 MC0736_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0736+STABILITY: SURFACE MOTION
 MC0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0736+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0736
 MC0736  HISTORY     - Date     Condition        Report By
 MC0736  HISTORY     - 1954     MONUMENTED       CGS
 MC0736  HISTORY     - 1968     GOOD             NGS
 MC0736  HISTORY     - 1983     GOOD             LOCSUR
 MC0736  HISTORY     - 19921204 GOOD             NGS
 MC0736  HISTORY     - 19930715 GOOD             NGS
 MC0736
 MC0736                          STATION DESCRIPTION
 MC0736
 MC0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0736'AT TOLEDO.
 MC0736'AT TOLEDO, ABOUT 1.45 MILES NORTH ALONG STICKNEY AVENUE FROM
 MC0736'THE INTERSECTION OF MANHATTAN BLVD, 61 1/2 FEET SOUTHEAST OF
 MC0736'THE CENTER OF THE CROSSING OF THE SOUTH TRACK OF THE TOLEDO
 MC0736'TERMINAL RAILROAD, 46 1/2 FEET EAST OF THE CENTER LINE OF
 MC0736'THE AVENUE, 38.9 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 MC0736'1 FOOT WEST OF A STEEL LEG FOR A POWER LINE, 1.3 FEET NORTH OF A
 MC0736'METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE AVENUE AND
 MC0736'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 MC0736'LEVEL OF THE GROUND.
 MC0736
 MC0736                          STATION RECOVERY (1983)
 MC0736
 MC0736'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0736'RECOVERED IN GOOD CONDITION.
 MC0736
 MC0736                          STATION RECOVERY (1992)
 MC0736
 MC0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0736'AT TOLEDO, ABOUT 6 KM (3.70 MI) NORTH OF THE CITY CENTER, 2.0 KM
 MC0736'(1.25 MI) NORTH ALONG STICKNEY AVENUE FROM THE CROSSING OF INTERSTATE
 MC0736'75, 18.7 M (61.4 FT) SOUTHEAST OF THE CENTER OF THE CROSSING OF THE
 MC0736'SOUTH TRACK OF THE TOLEDO TERMINAL RAILROAD, 14.2 M (46.6 FT) EAST OF
 MC0736'THE CENTER LINE OF THE ROAD, 11.8 M (38.7 FT) SOUTH OF THE SOUTH RAIL
 MC0736'OF THE SOUTH TRACK, BETWEEN THE TWO WEST LEGS OF A HIGH VOLTAGE POWER
 MC0736'LINE TOWER, 0.15 M (0.49 FT) WEST OF A FIBERGLASS WITNESS POST, AND
 MC0736'PROJECTING 8 CM.
 MC0736
 MC0736                          STATION RECOVERY (1993)
 MC0736
 MC0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0736'2.1 KM (1.30 MI) NORTHERLY ALONG STICKNEY AVENUE FROM THE JUNCTION OF
 MC0736'INTERSTATE HIGHWAY 75 IN TOLEDO, 14.3 M (46.9 FT) EAST OF THE
 MC0736'CENTERLINE OF THE AVENUE, 11.7 M (38.4 FT) SOUTH OF THE NEAR RAIL OF
 MC0736'THE CONRAIL RAILROAD, 2.2 M (7.2 FT) SOUTH OF THE NORTHWEST LEG OF
 MC0736'HIGH LINE TOWER NUMBER 86, 2.2 M (7.2 FT) NORTH OF THE SOUTHWEST LEG
 MC0736'OF THE TOWER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE, 0.2 M
 MC0736'(0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 MC0736'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1494 ***********************************************************************
 KY1494  DESIGNATION -  C 183
 KY1494  PID         -  KY1494
 KY1494  STATE/COUNTY-  OH/GUERNSEY
 KY1494  USGS QUAD   -  BLOOMFIELD (1994)
 KY1494
 KY1494                         *CURRENT SURVEY CONTROL
 KY1494  ___________________________________________________________________
 KY1494* NAD 83(1986)-  40 00 28.     (N)    081 39 34.     (W)     SCALED    
 KY1494* NAVD 88     -       244.180  (meters)     801.11   (feet)  ADJUSTED  
 KY1494  ___________________________________________________________________
 KY1494  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KY1494  DYNAMIC HT  -         244.047 (meters)     800.68  (feet)  COMP
 KY1494  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 KY1494
 KY1494  VERT ORDER  -  FIRST     CLASS II
 KY1494
 KY1494.The horizontal coordinates were scaled from a topographic map and have
 KY1494.an estimated accuracy of +/- 6 seconds.
 KY1494
 KY1494.The orthometric height was determined by differential leveling
 KY1494.and adjusted by the National Geodetic Survey in June 1991..
 KY1494
 KY1494.The geoid height was determined by GEOID03.
 KY1494
 KY1494.The dynamic height is computed by dividing the NAVD 88
 KY1494.geopotential number by the normal gravity value computed on the
 KY1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1494.degrees latitude (g = 980.6199 gals.).
 KY1494
 KY1494.The modeled gravity was interpolated from observed gravity values.
 KY1494
 KY1494;                    North         East    Units  Estimated Accuracy
 KY1494;SPC OH S     -   223,230.      671,770.      MT  (+/- 180 meters Scaled)
 KY1494
 KY1494                          SUPERSEDED SURVEY CONTROL
 KY1494
 KY1494  NGVD 29 (??/??/92)  244.404  (m)          801.85   (f) ADJ UNCH    1 2
 KY1494
 KY1494.Superseded values are not recommended for survey control.
 KY1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1494.See file dsdata.txt to determine how the superseded data were derived.
 KY1494
 KY1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME437288(NAD 83)
 KY1494_MARKER: DB = BENCH MARK DISK
 KY1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1494_STAMPING: C 183 1954
 KY1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1494+STABILITY: SURFACE MOTION
 KY1494
 KY1494  HISTORY     - Date     Condition        Report By
 KY1494  HISTORY     - 1954     MONUMENTED       CGS
 KY1494
 KY1494                          STATION DESCRIPTION
 KY1494
 KY1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1494'3.8 MI SW FROM CAMBRIDGE.
 KY1494'3.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1494'FROM THE STATION AT CAMBRIDGE, AT A ROAD CROSSING, 38 1/2 FEET
 KY1494'SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, 36 FEET SOUTHWEST OF
 KY1494'TELEPHONE POLE NO. 55/33, 1 FOOT NORTHWEST OF A FENCE LINE,
 KY1494'52 FEET NORTHEAST OF A FENCE CORNER, 62 FEET EAST OF CENTER
 KY1494'OF CROSSING OF ROAD AND MAIN TRACK, 76 FEET EAST-NORTHEAST
 KY1494'AND ACROSS ROAD FROM CROSSING WARNING SIGN NO. 5176, 2 FEET
 KY1494'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW
 KY1494'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KY1494'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1428 ***********************************************************************
 JX1428  DESIGNATION -  C 184
 JX1428  PID         -  JX1428
 JX1428  STATE/COUNTY-  OH/MUSKINGUM
 JX1428  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX1428
 JX1428                         *CURRENT SURVEY CONTROL
 JX1428  ___________________________________________________________________
 JX1428* NAD 83(1986)-  39 59 19.     (N)    081 53 10.     (W)     SCALED    
 JX1428* NAVD 88     -       244.034  (meters)     800.63   (feet)  ADJUSTED  
 JX1428  ___________________________________________________________________
 JX1428  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX1428  DYNAMIC HT  -         243.903 (meters)     800.21  (feet)  COMP
 JX1428  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 JX1428
 JX1428  VERT ORDER  -  FIRST     CLASS II
 JX1428
 JX1428.The horizontal coordinates were scaled from a topographic map and have
 JX1428.an estimated accuracy of +/- 6 seconds.
 JX1428
 JX1428.The orthometric height was determined by differential leveling
 JX1428.and adjusted by the National Geodetic Survey in June 1991..
 JX1428
 JX1428.The geoid height was determined by GEOID03.
 JX1428
 JX1428.The dynamic height is computed by dividing the NAVD 88
 JX1428.geopotential number by the normal gravity value computed on the
 JX1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1428.degrees latitude (g = 980.6199 gals.).
 JX1428
 JX1428.The modeled gravity was interpolated from observed gravity values.
 JX1428
 JX1428;                    North         East    Units  Estimated Accuracy
 JX1428;SPC OH S     -   220,950.      652,430.      MT  (+/- 180 meters Scaled)
 JX1428
 JX1428                          SUPERSEDED SURVEY CONTROL
 JX1428
 JX1428  NGVD 29 (??/??/92)  244.258  (m)          801.37   (f) ADJ UNCH    1 2
 JX1428
 JX1428.Superseded values are not recommended for survey control.
 JX1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1428.See file dsdata.txt to determine how the superseded data were derived.
 JX1428
 JX1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME243268(NAD 83)
 JX1428_MARKER: DB = BENCH MARK DISK
 JX1428_SETTING: 66 = SET IN ROCK OUTCROP
 JX1428_SP_SET: ROCK CUT
 JX1428_STAMPING: C 184 1954
 JX1428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1428+STABILITY: POSITION/ELEVATION WELL
 JX1428
 JX1428  HISTORY     - Date     Condition        Report By
 JX1428  HISTORY     - 1954     MONUMENTED       CGS
 JX1428
 JX1428                          STATION DESCRIPTION
 JX1428
 JX1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1428'8.6 MI NE FROM ZANESVILLE.
 JX1428'8.6 MILES NORTHEAST AND EAST ALONG THE BALTIMORE AND OHIO
 JX1428'RAILROAD FROM THE STATION AT ZANESVILLE, IN A ROCK CUT, SET
 JX1428'VERTICALLY ABOUT 3 FEET ABOVE BOTTOM OF DITCH IN THE SOUTH FACE
 JX1428'OF A HEAVY LAYER OF ROCK IN CUT, 8 FEET NORTH OF NORTH RAIL,
 JX1428'33 FEET NORTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO.
 JX1428'69/33 (F 42), 120 FEET EAST OF WEST END OF CUT, 80 FEET WEST OF
 JX1428'EAST END OF CUT AND ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1403 ***********************************************************************
 JX1403  DESIGNATION -  C 185
 JX1403  PID         -  JX1403
 JX1403  STATE/COUNTY-  OH/MUSKINGUM
 JX1403  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX1403
 JX1403                         *CURRENT SURVEY CONTROL
 JX1403  ___________________________________________________________________
 JX1403* NAD 83(1986)-  39 56 06.     (N)    081 59 09.     (W)     SCALED    
 JX1403* NAVD 88     -       275.529  (meters)     903.96   (feet)  ADJUSTED  
 JX1403  ___________________________________________________________________
 JX1403  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JX1403  DYNAMIC HT  -         275.380 (meters)     903.48  (feet)  COMP
 JX1403  MODELED GRAV-     980,079.7   (mgal)                       NAVD 88
 JX1403
 JX1403  VERT ORDER  -  FIRST     CLASS II
 JX1403
 JX1403.The horizontal coordinates were scaled from a topographic map and have
 JX1403.an estimated accuracy of +/- 6 seconds.
 JX1403
 JX1403.The orthometric height was determined by differential leveling
 JX1403.and adjusted by the National Geodetic Survey in June 1991..
 JX1403
 JX1403.The geoid height was determined by GEOID03.
 JX1403
 JX1403.The dynamic height is computed by dividing the NAVD 88
 JX1403.geopotential number by the normal gravity value computed on the
 JX1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1403.degrees latitude (g = 980.6199 gals.).
 JX1403
 JX1403.The modeled gravity was interpolated from observed gravity values.
 JX1403
 JX1403;                    North         East    Units  Estimated Accuracy
 JX1403;SPC OH S     -   214,940.      643,950.      MT  (+/- 180 meters Scaled)
 JX1403
 JX1403                          SUPERSEDED SURVEY CONTROL
 JX1403
 JX1403  NGVD 29 (??/??/92)  275.753  (m)          904.70   (f) ADJ UNCH    1 2
 JX1403
 JX1403.Superseded values are not recommended for survey control.
 JX1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1403.See file dsdata.txt to determine how the superseded data were derived.
 JX1403
 JX1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME157210(NAD 83)
 JX1403_MARKER: DB = BENCH MARK DISK
 JX1403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1403_SP_SET: CULVERT
 JX1403_STAMPING: C 185 1954
 JX1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1403
 JX1403  HISTORY     - Date     Condition        Report By
 JX1403  HISTORY     - 1954     MONUMENTED       CGS
 JX1403  HISTORY     - 1960     GOOD             NGS
 JX1403
 JX1403                          STATION DESCRIPTION
 JX1403
 JX1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1403'AT ZANESVILLE.
 JX1403'AT ZANESVILLE, ABOUT 1.35 MILES SOUTHEAST ALONG STATE HIGHWAY
 JX1403'146 FROM THE INTERSECTION OF MAIN AND SIXTH STREETS, AT THE
 JX1403'JUNCTION OF HIGHWAY (SHARON AVENUE) AND WHITE OAK AVENUE LEADING
 JX1403'SOUTH, IN THE TOP OF THE SOUTH END OF ANGLE SHAPED HEAD WALL OF
 JX1403'A 15-INCH PIPE CULVERT UNDER WHITE OAK AVENUE, 17 FEET SOUTH
 JX1403'OF CENTER LINE OF SHARON AVENUE, 14 FEET EAST OF CENTER LINE OF
 JX1403'WHITE OAK AVENUE AND ABOUT LEVEL WITH JUNCTION.
 JX1403
 JX1403                          STATION RECOVERY (1960)
 JX1403
 JX1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JX1403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1522 ***********************************************************************
 KY1522  DESIGNATION -  C 186
 KY1522  PID         -  KY1522
 KY1522  STATE/COUNTY-  OH/GUERNSEY
 KY1522  USGS QUAD   -  CAMBRIDGE (1994)
 KY1522
 KY1522                         *CURRENT SURVEY CONTROL
 KY1522  ___________________________________________________________________
 KY1522* NAD 83(1986)-  40 06 19.     (N)    081 34 14.     (W)     SCALED    
 KY1522* NAVD 88     -       239.676  (meters)     786.34   (feet)  ADJUSTED  
 KY1522  ___________________________________________________________________
 KY1522  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KY1522  DYNAMIC HT  -         239.548 (meters)     785.92  (feet)  COMP
 KY1522  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 KY1522
 KY1522  VERT ORDER  -  FIRST     CLASS II
 KY1522
 KY1522.The horizontal coordinates were scaled from a topographic map and have
 KY1522.an estimated accuracy of +/- 6 seconds.
 KY1522
 KY1522.The orthometric height was determined by differential leveling
 KY1522.and adjusted by the National Geodetic Survey in June 1991..
 KY1522
 KY1522.The geoid height was determined by GEOID03.
 KY1522
 KY1522.The dynamic height is computed by dividing the NAVD 88
 KY1522.geopotential number by the normal gravity value computed on the
 KY1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1522.degrees latitude (g = 980.6199 gals.).
 KY1522
 KY1522.The modeled gravity was interpolated from observed gravity values.
 KY1522
 KY1522;                    North         East    Units  Estimated Accuracy
 KY1522;SPC OH S     -   234,130.      679,250.      MT  (+/- 180 meters Scaled)
 KY1522
 KY1522                          SUPERSEDED SURVEY CONTROL
 KY1522
 KY1522  NGVD 29 (??/??/92)  239.893  (m)          787.05   (f) ADJ UNCH    1 2
 KY1522
 KY1522.Superseded values are not recommended for survey control.
 KY1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1522.See file dsdata.txt to determine how the superseded data were derived.
 KY1522
 KY1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME513395(NAD 83)
 KY1522_MARKER: DB = BENCH MARK DISK
 KY1522_SETTING: 66 = SET IN ROCK OUTCROP
 KY1522_SP_SET: ROCK OUTCROP
 KY1522_STAMPING: C 186 1954
 KY1522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY1522+STABILITY: POSITION/ELEVATION WELL
 KY1522
 KY1522  HISTORY     - Date     Condition        Report By
 KY1522  HISTORY     - 1954     MONUMENTED       CGS
 KY1522
 KY1522                          STATION DESCRIPTION
 KY1522
 KY1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1522'6.4 MI N FROM CAMBRIDGE.
 KY1522'6.45 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1522'BALTIMORE AND OHIO RAILROAD STATION AT CAMBRIDGE, ABOUT 0.3 MILE
 KY1522'NORTHEAST OF MILE POST 64, AT CROSSING OF LIBERTY TOWNSHIP ROAD
 KY1522'NO. 215, IN THE TOP OF A NARROW RIDGE SHAPED OUTCROP OF SANDSTONE
 KY1522'WITH ABOUT 2 1/2 BY 1 FOOT EXPOSED SURFACE PROJECTING ABOUT 1/2
 KY1522'FOOT, 55 1/2 FEET NORTHWEST AND ACROSS ROAD FROM NORTHWEST RAIL,
 KY1522'85 FEET NORTH-NORTHWEST OF CENTER OF CROSSING OF ROAD AND
 KY1522'TRACK, 28 FEET WEST OF CENTER LINE OF ROAD, 21 FEET NORTH-NORTHWEST
 KY1522'OF POWER POLE NO. 7, 5 1/2 FEET WEST OF A FENCE LINE, ABOUT 1
 KY1522'FOOT ABOVE LEVEL OF TRACK AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0523 ***********************************************************************
 JY0523  DESIGNATION -  C 187
 JY0523  PID         -  JY0523
 JY0523  STATE/COUNTY-  OH/ROSS
 JY0523  USGS QUAD   -  KINGSTON (1992)
 JY0523
 JY0523                         *CURRENT SURVEY CONTROL
 JY0523  ___________________________________________________________________
 JY0523* NAD 83(1986)-  39 28 20.     (N)    082 55 03.     (W)     SCALED    
 JY0523* NAVD 88     -       234.683  (meters)     769.96   (feet)  ADJUSTED  
 JY0523  ___________________________________________________________________
 JY0523  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JY0523  DYNAMIC HT  -         234.542 (meters)     769.49  (feet)  COMP
 JY0523  MODELED GRAV-     980,018.0   (mgal)                       NAVD 88
 JY0523
 JY0523  VERT ORDER  -  FIRST     CLASS I
 JY0523
 JY0523.The horizontal coordinates were scaled from a topographic map and have
 JY0523.an estimated accuracy of +/- 6 seconds.
 JY0523
 JY0523.The orthometric height was determined by differential leveling
 JY0523.and adjusted by the National Geodetic Survey in June 1991..
 JY0523.WARNING-Repeat measurements at this control monument indicate possible
 JY0523.vertical movement.
 JY0523
 JY0523.The geoid height was determined by GEOID03.
 JY0523
 JY0523.The dynamic height is computed by dividing the NAVD 88
 JY0523.geopotential number by the normal gravity value computed on the
 JY0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0523.degrees latitude (g = 980.6199 gals.).
 JY0523
 JY0523.The modeled gravity was interpolated from observed gravity values.
 JY0523
 JY0523;                    North         East    Units  Estimated Accuracy
 JY0523;SPC OH S     -   163,520.      564,080.      MT  (+/- 180 meters Scaled)
 JY0523
 JY0523                          SUPERSEDED SURVEY CONTROL
 JY0523
 JY0523  NGVD 29 (??/??/92)  234.843  (m)          770.48   (f) ADJ UNCH    1 1
 JY0523
 JY0523.Superseded values are not recommended for survey control.
 JY0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0523.See file dsdata.txt to determine how the superseded data were derived.
 JY0523
 JY0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD350709(NAD 83)
 JY0523_MARKER: DB = BENCH MARK DISK
 JY0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0523_STAMPING: C 187 1954
 JY0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0523+STABILITY: SURFACE MOTION
 JY0523
 JY0523  HISTORY     - Date     Condition        Report By
 JY0523  HISTORY     - 1954     MONUMENTED       CGS
 JY0523  HISTORY     - 1967     GOOD             NGS
 JY0523  HISTORY     - 20051102 GOOD             GEOCAC
 JY0523
 JY0523                          STATION DESCRIPTION
 JY0523
 JY0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0523'AT KINGSTON.
 JY0523'AT KINGSTON, ALONG THE NORFOLK AND WESTERN RAILWAY, IN THE
 JY0523'SOUTHEAST QUARTER OF JUNCTION OF SECOND STREET AND RAILROAD
 JY0523'STREET, 113 1/2 FEET EAST OF EAST RAIL OF EAST MAIN TRACK, 191
 JY0523'FEET NORTHEAST AND ACROSS RAILROAD STREET FROM THE NORTHEAST
 JY0523'CORNER OF THE STATION, 25 FEET EAST OF CENTER LINE OF RAILROAD
 JY0523'STREET, 30 FEET SOUTH OF CENTER LINE OF SECOND STREET, 79 1/2
 JY0523'FEET SOUTH AND ACROSS SECOND STREET FROM A FIRE HYDRANT, 2 1/2
 JY0523'FEET WEST OF A FENCE CORNER, 2 FEET NORTHWEST OF A WHITE WOODEN
 JY0523'WITNESS POST, ABOUT 2 1/2 FEET ABOVE LEVEL OF TRACK, ABOUT
 JY0523'LEVEL WITH STREETS AND SET IN THE TOP OF A CONCRETE POST
 JY0523'PROJECTING 4 INCHES.
 JY0523
 JY0523                          STATION RECOVERY (1967)
 JY0523
 JY0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0523'RECOVERED IN GOOD CONDITION.
 JY0523
 JY0523                          STATION RECOVERY (2005)
 JY0523
 JY0523'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0523'NAD83 HANDHELD GPS COORDINATES  39 28 20.0 N  82 55 03.2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0745 ***********************************************************************
 JY0745  DESIGNATION -  C 188
 JY0745  PID         -  JY0745
 JY0745  STATE/COUNTY-  OH/PICKAWAY
 JY0745  USGS QUAD   -  LOCKBOURNE (1992)
 JY0745
 JY0745                         *CURRENT SURVEY CONTROL
 JY0745  ___________________________________________________________________
 JY0745* NAD 83(1986)-  39 46 20.     (N)    082 57 31.     (W)     SCALED    
 JY0745* NAVD 88     -       218.120  (meters)     715.62   (feet)  ADJUSTED  
 JY0745  ___________________________________________________________________
 JY0745  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JY0745  DYNAMIC HT  -         217.994 (meters)     715.20  (feet)  COMP
 JY0745  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 JY0745
 JY0745  VERT ORDER  -  FIRST     CLASS I
 JY0745
 JY0745.The horizontal coordinates were scaled from a topographic map and have
 JY0745.an estimated accuracy of +/- 6 seconds.
 JY0745
 JY0745.The orthometric height was determined by differential leveling
 JY0745.and adjusted by the National Geodetic Survey in June 1991..
 JY0745
 JY0745.The geoid height was determined by GEOID03.
 JY0745
 JY0745.The dynamic height is computed by dividing the NAVD 88
 JY0745.geopotential number by the normal gravity value computed on the
 JY0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0745.degrees latitude (g = 980.6199 gals.).
 JY0745
 JY0745.The modeled gravity was interpolated from observed gravity values.
 JY0745
 JY0745;                    North         East    Units  Estimated Accuracy
 JY0745;SPC OH S     -   196,840.      560,710.      MT  (+/- 180 meters Scaled)
 JY0745
 JY0745                          SUPERSEDED SURVEY CONTROL
 JY0745
 JY0745  NGVD 29 (??/??/92)  218.289  (m)          716.17   (f) ADJ UNCH    1 1
 JY0745
 JY0745.Superseded values are not recommended for survey control.
 JY0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0745.See file dsdata.txt to determine how the superseded data were derived.
 JY0745
 JY0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE322043(NAD 83)
 JY0745_MARKER: DB = BENCH MARK DISK
 JY0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0745_SP_SET: FOUNDATION
 JY0745_STAMPING: C 188 1954
 JY0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0745
 JY0745  HISTORY     - Date     Condition        Report By
 JY0745  HISTORY     - 1954     MONUMENTED       CGS
 JY0745  HISTORY     - 1967     GOOD             NGS
 JY0745
 JY0745                          STATION DESCRIPTION
 JY0745
 JY0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0745'AT DUVALL.
 JY0745'AT DUVALL, ALONG THE NORFOLK AND WESTERN RAILWAY, NEAR THE
 JY0745'CROSSING OF THE HARRISBURG-FAIRFIELD ROAD, SET ON THE TOP OF THE
 JY0745'CONCRETE FOUNDATION ON THE SOUTH SIDE OF THE SOUTH BUILDING
 JY0745'OF THE TEEGARDIN GRAIN COMPANY, 66.8 FEET EAST OF THE EAST
 JY0745'RAIL OF EAST TRACK, 23 1/2 FEET NORTH OF THE CENTER LINE OF THE
 JY0745'ROAD, 33 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING,
 JY0745'3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SCALE PIT, AND ABOUT
 JY0745'2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0704 ***********************************************************************
 JY0704  DESIGNATION -  C 189
 JY0704  PID         -  JY0704
 JY0704  STATE/COUNTY-  OH/FRANKLIN
 JY0704  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0704
 JY0704                         *CURRENT SURVEY CONTROL
 JY0704  ___________________________________________________________________
 JY0704* NAD 83(1986)-  39 56 38.     (N)    082 59 49.     (W)     SCALED    
 JY0704* NAVD 88     -       230.219  (meters)     755.31   (feet)  ADJUSTED  
 JY0704  ___________________________________________________________________
 JY0704  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JY0704  DYNAMIC HT  -         230.091 (meters)     754.89  (feet)  COMP
 JY0704  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 JY0704
 JY0704  VERT ORDER  -  FIRST     CLASS I
 JY0704
 JY0704.The horizontal coordinates were scaled from a topographic map and have
 JY0704.an estimated accuracy of +/- 6 seconds.
 JY0704
 JY0704.The orthometric height was determined by differential leveling
 JY0704.and adjusted by the National Geodetic Survey in June 1991..
 JY0704
 JY0704.The geoid height was determined by GEOID03.
 JY0704
 JY0704.The dynamic height is computed by dividing the NAVD 88
 JY0704.geopotential number by the normal gravity value computed on the
 JY0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0704.degrees latitude (g = 980.6199 gals.).
 JY0704
 JY0704.The modeled gravity was interpolated from observed gravity values.
 JY0704
 JY0704;                    North         East    Units  Estimated Accuracy
 JY0704;SPC OH S     -   215,920.      557,530.      MT  (+/- 180 meters Scaled)
 JY0704
 JY0704                          SUPERSEDED SURVEY CONTROL
 JY0704
 JY0704  NGVD 29 (??/??/92)  230.400  (m)          755.90   (f) ADJ UNCH    1 1
 JY0704
 JY0704.Superseded values are not recommended for survey control.
 JY0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0704.See file dsdata.txt to determine how the superseded data were derived.
 JY0704
 JY0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE293234(NAD 83)
 JY0704_MARKER: DB = BENCH MARK DISK
 JY0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0704_SP_SET: FOUNDATION
 JY0704_STAMPING: C 189 1954
 JY0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0704
 JY0704  HISTORY     - Date     Condition        Report By
 JY0704  HISTORY     - 1954     MONUMENTED       CGS
 JY0704  HISTORY     - 1967     GOOD             NGS
 JY0704
 JY0704                          STATION DESCRIPTION
 JY0704
 JY0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0704'AT COLUMBUS.
 JY0704'AT COLUMBUS, ABOUT 0.8 MILE SOUTH ALONG SOUTH HIGH STREET FROM
 JY0704'THE COURTHOUSE BUILDING, NEAR THE NORTHEAST CORNER OF THE JUNCTION
 JY0704'OF SOUTH HIGH STREET AND WHITTIER STREET, SET VERTICALLY IN THE
 JY0704'SOUTH CONCRETE FACE OF THE CONCRETE FOUNDATION FOR A TWO-STORIED RED
 JY0704'BRICK BUILDING AT 886 SOUTH HIGH STREET, 20.9 FEET EAST OF THE EAST
 JY0704'CURB OF SOUTH HIGH STREET, 12.0 FEET NORTH OF THE NORTH CURB OF
 JY0704'WHITTIER STREET, 1.6 FEET EAST OF THE SOUTHWEST CORNER OF THE
 JY0704'BUILDING AND 0.8 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0043 ***********************************************************************
 JY0043  DESIGNATION -  C 190
 JY0043  PID         -  JY0043
 JY0043  STATE/COUNTY-  OH/PERRY
 JY0043  USGS QUAD   -  THORNVILLE (1992)
 JY0043
 JY0043                         *CURRENT SURVEY CONTROL
 JY0043  ___________________________________________________________________
 JY0043* NAD 83(1986)-  39 54 32.     (N)    082 23 26.     (W)     SCALED    
 JY0043* NAVD 88     -       273.094  (meters)     895.98   (feet)  ADJUSTED  
 JY0043  ___________________________________________________________________
 JY0043  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JY0043  DYNAMIC HT  -         272.937 (meters)     895.46  (feet)  COMP
 JY0043  MODELED GRAV-     980,043.8   (mgal)                       NAVD 88
 JY0043
 JY0043  VERT ORDER  -  FIRST     CLASS II
 JY0043
 JY0043.The horizontal coordinates were scaled from a topographic map and have
 JY0043.an estimated accuracy of +/- 6 seconds.
 JY0043
 JY0043.The orthometric height was determined by differential leveling
 JY0043.and adjusted by the National Geodetic Survey in June 1991..
 JY0043
 JY0043.The geoid height was determined by GEOID03.
 JY0043
 JY0043.The dynamic height is computed by dividing the NAVD 88
 JY0043.geopotential number by the normal gravity value computed on the
 JY0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0043.degrees latitude (g = 980.6199 gals.).
 JY0043
 JY0043.The modeled gravity was interpolated from observed gravity values.
 JY0043
 JY0043;                    North         East    Units  Estimated Accuracy
 JY0043;SPC OH S     -   211,920.      609,360.      MT  (+/- 180 meters Scaled)
 JY0043
 JY0043                          SUPERSEDED SURVEY CONTROL
 JY0043
 JY0043  NGVD 29 (??/??/92)  273.295  (m)          896.64   (f) ADJ UNCH    1 2
 JY0043
 JY0043.Superseded values are not recommended for survey control.
 JY0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0043.See file dsdata.txt to determine how the superseded data were derived.
 JY0043
 JY0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE811185(NAD 83)
 JY0043_MARKER: DB = BENCH MARK DISK
 JY0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0043_STAMPING: C 190 1954
 JY0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0043+STABILITY: SURFACE MOTION
 JY0043
 JY0043  HISTORY     - Date     Condition        Report By
 JY0043  HISTORY     - 1954     MONUMENTED       CGS
 JY0043
 JY0043                          STATION DESCRIPTION
 JY0043
 JY0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0043'1.2 MI E FROM THORNVILLE.
 JY0043'1.15 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 JY0043'STATION AT THORNVILLE, ABOUT 118 YARDS EAST OF MILE POST COL
 JY0043'39, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 17 FEET SOUTH OF
 JY0043'SOUTH RAIL OF TRACK, 13 FEET EAST OF CENTER LINE OF ROAD, 22
 JY0043'FEET SOUTHEAST OF CENTER OF CROSSING, 1 FOOT NORTH OF A FENCE
 JY0043'LINE, 3 1/2 FEET EAST OF A FENCE CORNER, 4 1/2 FEET EAST OF
 JY0043'POWER POLE NO. 675-96, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JY0043'ABOUT 1/2 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 JY0043'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0825 ***********************************************************************
 JY0825  DESIGNATION -  C 191
 JY0825  PID         -  JY0825
 JY0825  STATE/COUNTY-  OH/FAIRFIELD
 JY0825  USGS QUAD   -  CARROLL (1994)
 JY0825
 JY0825                         *CURRENT SURVEY CONTROL
 JY0825  ___________________________________________________________________
 JY0825* NAD 83(1986)-  39 51 39.     (N)    082 42 13.     (W)     SCALED    
 JY0825* NAVD 88     -       266.195  (meters)     873.34   (feet)  ADJUSTED  
 JY0825  ___________________________________________________________________
 JY0825  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY0825  DYNAMIC HT  -         266.044 (meters)     872.85  (feet)  COMP
 JY0825  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 JY0825
 JY0825  VERT ORDER  -  FIRST     CLASS II
 JY0825
 JY0825.The horizontal coordinates were scaled from a topographic map and have
 JY0825.an estimated accuracy of +/- 6 seconds.
 JY0825
 JY0825.The orthometric height was determined by differential leveling
 JY0825.and adjusted by the National Geodetic Survey in June 1991..
 JY0825
 JY0825.The geoid height was determined by GEOID03.
 JY0825
 JY0825.The dynamic height is computed by dividing the NAVD 88
 JY0825.geopotential number by the normal gravity value computed on the
 JY0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0825.degrees latitude (g = 980.6199 gals.).
 JY0825
 JY0825.The modeled gravity was interpolated from observed gravity values.
 JY0825
 JY0825;                    North         East    Units  Estimated Accuracy
 JY0825;SPC OH S     -   206,600.      582,580.      MT  (+/- 180 meters Scaled)
 JY0825
 JY0825                          SUPERSEDED SURVEY CONTROL
 JY0825
 JY0825  NGVD 29 (??/??/92)  266.390  (m)          873.98   (f) ADJ UNCH    1 2
 JY0825
 JY0825.Superseded values are not recommended for survey control.
 JY0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0825.See file dsdata.txt to determine how the superseded data were derived.
 JY0825
 JY0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE542137(NAD 83)
 JY0825_MARKER: DB = BENCH MARK DISK
 JY0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0825_STAMPING: C 191 1954
 JY0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0825+STABILITY: SURFACE MOTION
 JY0825
 JY0825  HISTORY     - Date     Condition        Report By
 JY0825  HISTORY     - 1954     MONUMENTED       CGS
 JY0825
 JY0825                          STATION DESCRIPTION
 JY0825
 JY0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0825'3.1 MI SE FROM PICKERINGTON.
 JY0825'3.1 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JY0825'THE STATION AT PICKERINGTON, ABOUT 322 YARDS SOUTHEAST OF
 JY0825'MILE POST TOL 152, AT CROSSING OF A NORTH-SOUTH BLACK TOP ROAD,
 JY0825'21 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 106 FEET NORTHWEST OF
 JY0825'CENTER OF CROSSING OF ROAD AND TRACK, 79 FEET WEST OF CENTER
 JY0825'LINE OF ROAD, 42 1/2 FEET NORTHWEST OF TELEPHONE POLE NO.
 JY0825'152/09, 1 FOOT SOUTHWEST OF A FENCE LINE, ABOUT 4 1/2 FEET BELOW
 JY0825'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JY0825'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1612 ***********************************************************************
 KZ1612  DESIGNATION -  C 192
 KZ1612  PID         -  KZ1612
 KZ1612  STATE/COUNTY-  OH/FRANKLIN
 KZ1612  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ1612
 KZ1612                         *CURRENT SURVEY CONTROL
 KZ1612  ___________________________________________________________________
 KZ1612* NAD 83(1986)-  40 00 31.     (N)    083 02 49.     (W)     SCALED    
 KZ1612* NAVD 88     -       252.621  (meters)     828.81   (feet)  ADJUSTED  
 KZ1612  ___________________________________________________________________
 KZ1612  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KZ1612  DYNAMIC HT  -         252.486 (meters)     828.36  (feet)  COMP
 KZ1612  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 KZ1612
 KZ1612  VERT ORDER  -  FIRST     CLASS I
 KZ1612
 KZ1612.The horizontal coordinates were scaled from a topographic map and have
 KZ1612.an estimated accuracy of +/- 6 seconds.
 KZ1612
 KZ1612.The orthometric height was determined by differential leveling
 KZ1612.and adjusted by the National Geodetic Survey in June 1991..
 KZ1612
 KZ1612.The geoid height was determined by GEOID03.
 KZ1612
 KZ1612.The dynamic height is computed by dividing the NAVD 88
 KZ1612.geopotential number by the normal gravity value computed on the
 KZ1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1612.degrees latitude (g = 980.6199 gals.).
 KZ1612
 KZ1612.The modeled gravity was interpolated from observed gravity values.
 KZ1612
 KZ1612;                    North         East    Units  Estimated Accuracy
 KZ1612;SPC OH S     -   223,130.      553,300.      MT  (+/- 180 meters Scaled)
 KZ1612
 KZ1612                          SUPERSEDED SURVEY CONTROL
 KZ1612
 KZ1612  NGVD 29 (??/??/92)  252.788  (m)          829.36   (f) ADJ UNCH    1 1
 KZ1612
 KZ1612.Superseded values are not recommended for survey control.
 KZ1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1612.See file dsdata.txt to determine how the superseded data were derived.
 KZ1612
 KZ1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE252307(NAD 83)
 KZ1612_MARKER: DB = BENCH MARK DISK
 KZ1612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1612_SP_SET: TRANSMITTING TOWER CONCRETE BA
 KZ1612_STAMPING: C 192 1954
 KZ1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1612+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 KZ1612
 KZ1612  HISTORY     - Date     Condition        Report By
 KZ1612  HISTORY     - 1954     MONUMENTED       CGS
 KZ1612  HISTORY     - 1967     GOOD             NGS
 KZ1612  HISTORY     - 20020730 GOOD             INDIV
 KZ1612  HISTORY     - 20030731 GOOD             USPSQD
 KZ1612
 KZ1612                          STATION DESCRIPTION
 KZ1612
 KZ1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KZ1612'AT COLUMBUS.
 KZ1612'AT COLUMBUS, IN THE NORTHWEST PART OF TOWN, IN UPPER ARLINGTON
 KZ1612'SUD-DIVISION, IN THE NORTHEAST ANGLE OF LANE AVENUE AND NORTH
 KZ1612'STAR AVENUE, IN THE TOP OF THE WEST SIDE OF CONCRETE BASE OF
 KZ1612'WOSU-TV TRANSMITTING TOWER AND ABOUT 1 FOOT ABOVE GROUND.
 KZ1612'NOTE-- STEEL TOWER IS 550 FEET ABOVE CONCRETE FOUNDATION AND
 KZ1612'ANTENNA IS 43.167 FEET ABOVE STEEL.
 KZ1612
 KZ1612                          STATION RECOVERY (1967)
 KZ1612
 KZ1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ1612'RECOVERED IN GOOD CONDITION.
 KZ1612
 KZ1612                          STATION RECOVERY (2002)
 KZ1612
 KZ1612'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FDF)
 KZ1612'THE ORIGINAL WOSU TOWER HAS BEEN MOVED BUT THE BASE AND THE MARKER AND
 KZ1612'STILL IN PLACE.
 KZ1612
 KZ1612                          STATION RECOVERY (2003)
 KZ1612
 KZ1612'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KZ1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0200 ***********************************************************************
 JY0200  DESIGNATION -  C 198
 JY0200  PID         -  JY0200
 JY0200  STATE/COUNTY-  OH/VINTON
 JY0200  USGS QUAD   -  MC ARTHUR (1995)
 JY0200
 JY0200                         *CURRENT SURVEY CONTROL
 JY0200  ___________________________________________________________________
 JY0200* NAD 83(1986)-  39 10 33.     (N)    082 25 18.     (W)     SCALED    
 JY0200* NAVD 88     -       229.465  (meters)     752.84   (feet)  ADJUSTED  
 JY0200  ___________________________________________________________________
 JY0200  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JY0200  DYNAMIC HT  -         229.322 (meters)     752.37  (feet)  COMP
 JY0200  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 JY0200
 JY0200  VERT ORDER  -  SECOND    CLASS 0
 JY0200
 JY0200.The horizontal coordinates were scaled from a topographic map and have
 JY0200.an estimated accuracy of +/- 6 seconds.
 JY0200
 JY0200.The orthometric height was determined by differential leveling
 JY0200.and adjusted by the National Geodetic Survey in June 1991..
 JY0200
 JY0200.The geoid height was determined by GEOID03.
 JY0200
 JY0200.The dynamic height is computed by dividing the NAVD 88
 JY0200.geopotential number by the normal gravity value computed on the
 JY0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0200.degrees latitude (g = 980.6199 gals.).
 JY0200
 JY0200.The modeled gravity was interpolated from observed gravity values.
 JY0200
 JY0200;                    North         East    Units  Estimated Accuracy
 JY0200;SPC OH S     -   130,540.      606,770.      MT  (+/- 180 meters Scaled)
 JY0200
 JY0200                          SUPERSEDED SURVEY CONTROL
 JY0200
 JY0200  NGVD 29 (??/??/92)  229.635  (m)          753.39   (f) ADJ UNCH    2 0
 JY0200
 JY0200.Superseded values are not recommended for survey control.
 JY0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0200.See file dsdata.txt to determine how the superseded data were derived.
 JY0200
 JY0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD771372(NAD 83)
 JY0200_MARKER: DB = BENCH MARK DISK
 JY0200_SETTING: 66 = SET IN ROCK OUTCROP
 JY0200_SP_SET: ROCK CUT
 JY0200_STAMPING: C 198 1958
 JY0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0200+STABILITY: POSITION/ELEVATION WELL
 JY0200
 JY0200  HISTORY     - Date     Condition        Report By
 JY0200  HISTORY     - 1958     MONUMENTED       CGS
 JY0200
 JY0200                          STATION DESCRIPTION
 JY0200
 JY0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0200'4.4 MI SE FROM DUNDAS.
 JY0200'ABOUT 4.4 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 JY0200'FROM THE STATION AT DUNDAS, IN SECTION 34, R 16W, T 9N, ABOUT
 JY0200'640 YARDS SOUTH OF MILE POST 82, AT THE TALLEST PART OF A ROCK
 JY0200'CUT, SET VERTICALLY IN THE EAST FACE OF A 20-FOOT HIGH SOLID
 JY0200'ROCK IN A ROCK CUT, ABOUT 120 YARDS SOUTH OF THE NORTH END OF THE
 JY0200'CUT, ABOUT 110 YARDS NORTH OF THE SOUTH END OF THE CUT, 9.3 FEET WEST
 JY0200'OF WEST RAIL, ABOUT 0.1 MILE NORTH OF A 60-INCH CONCRETE PIPE CULVERT
 JY0200'UNDER THE TRACK, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, ABOUT 5
 JY0200'FEET ABOVE THE BOTTOM OF THE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0361 ***********************************************************************
 HY0361  DESIGNATION -  C 199
 HY0361  PID         -  HY0361
 HY0361  STATE/COUNTY-  OH/GALLIA
 HY0361  USGS QUAD   -  VINTON (1975)
 HY0361
 HY0361                         *CURRENT SURVEY CONTROL
 HY0361  ___________________________________________________________________
 HY0361* NAD 83(1986)-  38 56 03.     (N)    082 19 01.     (W)     SCALED    
 HY0361* NAVD 88     -       214.538  (meters)     703.86   (feet)  ADJUSTED  
 HY0361  ___________________________________________________________________
 HY0361  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HY0361  DYNAMIC HT  -         214.401 (meters)     703.41  (feet)  COMP
 HY0361  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 HY0361
 HY0361  VERT ORDER  -  SECOND    CLASS 0
 HY0361
 HY0361.The horizontal coordinates were scaled from a topographic map and have
 HY0361.an estimated accuracy of +/- 6 seconds.
 HY0361
 HY0361.The orthometric height was determined by differential leveling
 HY0361.and adjusted by the National Geodetic Survey in June 1991..
 HY0361
 HY0361.The geoid height was determined by GEOID03.
 HY0361
 HY0361.The dynamic height is computed by dividing the NAVD 88
 HY0361.geopotential number by the normal gravity value computed on the
 HY0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0361.degrees latitude (g = 980.6199 gals.).
 HY0361
 HY0361.The modeled gravity was interpolated from observed gravity values.
 HY0361
 HY0361;                    North         East    Units  Estimated Accuracy
 HY0361;SPC OH S     -   103,720.      615,870.      MT  (+/- 180 meters Scaled)
 HY0361
 HY0361                          SUPERSEDED SURVEY CONTROL
 HY0361
 HY0361  NGVD 29 (??/??/92)  214.739  (m)          704.52   (f) ADJ UNCH    2 0
 HY0361
 HY0361.Superseded values are not recommended for survey control.
 HY0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0361.See file dsdata.txt to determine how the superseded data were derived.
 HY0361
 HY0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD858102(NAD 83)
 HY0361_MARKER: DB = BENCH MARK DISK
 HY0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0361_STAMPING: C 199 1958
 HY0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0361+STABILITY: SURFACE MOTION
 HY0361
 HY0361  HISTORY     - Date     Condition        Report By
 HY0361  HISTORY     - 1958     MONUMENTED       CGS
 HY0361  HISTORY     - 1976     GOOD             NGS
 HY0361
 HY0361                          STATION DESCRIPTION
 HY0361
 HY0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0361'3.4 MI SE FROM VINTON.
 HY0361'ABOUT 3.35 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0361'FROM THE STATION AT VINTON, IN SECTION 36, R 15W, T 6N, ABOUT
 HY0361'0.45 MILE NORTHWEST OF MILE POST 104, ABOUT 230 YARDS NORTHWEST
 HY0361'OF A WHISTLE POST, ABOUT 0.15 MILE SOUTHEAST OF A GRAVEL ROAD
 HY0361'CROSSING, 23 FEET NORTHEAST OF NORTHEAST RAIL, 22 FEET SOUTHWEST
 HY0361'OF THE CENTER LINE OF THE GRAVEL ROAD, 100 FEET NORTH-NORTHWEST
 HY0361'OF THE CENTER OF AN ABANDONED FIELD OR PASTURE CROSSING, 49 FEET
 HY0361'NORTHWEST OF THE FIRST TELEPHONE POLE NORTHWEST OF THE ABANDONED
 HY0361'CROSSING, 38 1/2 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST END OF A
 HY0361'15-INCH PIPE CULVERT UNDER GRAVEL ROAD, 45 FEET SOUTH-SOUTHEAST
 HY0361'OF A 24-INCH WHITE OAK TREE, 53 1/2 FEET SOUTH AND ACROSS THE
 HY0361'GRAVEL ROAD FROM A 36-INCH SYCAMORE TREE, 2 FEET NORTH-NORTHWEST
 HY0361'OF A CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HY0361'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HY0361
 HY0361                          STATION RECOVERY (1976)
 HY0361
 HY0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0152 ***********************************************************************
 LA0152  DESIGNATION -  C 2
 LA0152  PID         -  LA0152
 LA0152  STATE/COUNTY-  OH/SHELBY
 LA0152  USGS QUAD   -  BOTKINS (1984)
 LA0152
 LA0152                         *CURRENT SURVEY CONTROL
 LA0152  ___________________________________________________________________
 LA0152* NAD 83(1986)-  40 23 47.     (N)    084 10 32.     (W)     SCALED    
 LA0152* NAVD 88     -       313.748  (meters)    1029.35   (feet)  ADJUSTED  
 LA0152  ___________________________________________________________________
 LA0152  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LA0152  DYNAMIC HT  -         313.593 (meters)    1028.85  (feet)  COMP
 LA0152  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 LA0152
 LA0152  VERT ORDER  -  FIRST     CLASS II
 LA0152
 LA0152.The horizontal coordinates were scaled from a topographic map and have
 LA0152.an estimated accuracy of +/- 6 seconds.
 LA0152
 LA0152.The orthometric height was determined by differential leveling
 LA0152.and adjusted by the National Geodetic Survey in January 1994..
 LA0152
 LA0152.The geoid height was determined by GEOID03.
 LA0152
 LA0152.The dynamic height is computed by dividing the NAVD 88
 LA0152.geopotential number by the normal gravity value computed on the
 LA0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0152.degrees latitude (g = 980.6199 gals.).
 LA0152
 LA0152.The modeled gravity was interpolated from observed gravity values.
 LA0152
 LA0152;                    North         East    Units  Estimated Accuracy
 LA0152;SPC OH N     -    82,400.      457,760.      MT  (+/- 180 meters Scaled)
 LA0152
 LA0152                          SUPERSEDED SURVEY CONTROL
 LA0152
 LA0152  NAVD 88 (06/15/91)  313.750  (m)         1029.36   (f) UNKNOWN     1 2
 LA0152  NGVD 29 (??/??/92)  313.931  (m)         1029.96   (f) ADJ UNCH    1 2
 LA0152
 LA0152.Superseded values are not recommended for survey control.
 LA0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0152.See file dsdata.txt to determine how the superseded data were derived.
 LA0152
 LA0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK397755(NAD 83)
 LA0152_MARKER: B = BOLT
 LA0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0152_SP_SET: BUILDING
 LA0152_MARK LOGO: NONE  
 LA0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0152+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 LA0152
 LA0152  HISTORY     - Date     Condition        Report By
 LA0152  HISTORY     - UNK      MONUMENTED       CGS
 LA0152  HISTORY     - 1954     GOOD             NGS
 LA0152  HISTORY     - 19930629 GOOD             NGS
 LA0152
 LA0152                          STATION DESCRIPTION
 LA0152
 LA0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0152'4.9 MI S FROM BOTKINS.
 LA0152'ABOUT 4.9 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0152'FROM THE STATION AT BOTKINS, AT ANNA, ABOUT 2 1/2 BLOCKS EAST
 LA0152'ALONG NORTH STREET FROM THE B. AND O. RR, AT THE INTERSECTION
 LA0152'OF NORTH STREET AND THIRD STREET, 33 1/2 FEET SOUTH OF SOUTH
 LA0152'CURB OF NORTH STREET, 66 FEET WEST OF WEST CURB OF THIRD STREET,
 LA0152'AT THE NORTHWEST CORNER OF OLD BRICK METHODIST CHURCH (NOT IN
 LA0152'THE MAIN PART OF BUILDING), ON THE WEST SIDE OF THE NORTHERLY
 LA0152'PROJECTING BUTTRESS, 0.5 FOOT SOUTH OF THE NORTH END, 1 FOOT
 LA0152'BELOW THE FIRST COURST OF BRICK, A LINE ON A COPPER BOLT LEADED
 LA0152'IN THE VERTICAL FACE OF THE LIMESTONE FOUNDATION SURROUNDED BY
 LA0152'THE LETTERS U S C AND G S CUT IN STONE.
 LA0152
 LA0152                          STATION RECOVERY (1993)
 LA0152
 LA0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0152'IN ANNA, AT THE INTERSECTION OF WEST NORTH AND NORTH THIRD STREETS, A
 LA0152'BRASS BOLT SET VERTICALLY IN THE WEST FACE OF THE ANNA METHODIST
 LA0152'CHURCH, 26.0 M (85.3 FT) WEST OF THE CENTER OF NORTH THIRD STREET,
 LA0152'16.7 M (54.8 FT) SOUTH OF THE CENTER OF WEST NORTH STREET, 1.1 M (3.6
 LA0152'FT) EAST OF THE CENTER OF A STAIRWAY LEADING TO THE BASEMENT, 0.5 M
 LA0152'(1.6 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE BASEMENT ENTRANCE
 LA0152'WALL, AND 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2553 ***********************************************************************
 HY2553  DESIGNATION -  C 200 RESET
 HY2553  PID         -  HY2553
 HY2553  STATE/COUNTY-  OH/GALLIA
 HY2553  USGS QUAD   -  GALLIPOLIS (1983)
 HY2553
 HY2553                         *CURRENT SURVEY CONTROL
 HY2553  ___________________________________________________________________
 HY2553* NAD 83(1986)-  38 50 36.     (N)    082 14 51.     (W)     SCALED    
 HY2553* NAVD 88     -       177.34   (meters)     581.8    (feet)  RESET     
 HY2553  ___________________________________________________________________
 HY2553  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HY2553
 HY2553  VERT ORDER  -  THIRD
 HY2553
 HY2553.The horizontal coordinates were scaled from a topographic map and have
 HY2553.an estimated accuracy of +/- 6 seconds.
 HY2553
 HY2553.The orthometric height was computed from unverified reset data.
 HY2553.No vertical observational check was made to the station.
 HY2553
 HY2553.The geoid height was determined by GEOID03.
 HY2553
 HY2553;                    North         East    Units  Estimated Accuracy
 HY2553;SPC OH S     -    93,650.      621,920.      MT  (+/- 180 meters Scaled)
 HY2553
 HY2553                          SUPERSEDED SURVEY CONTROL
 HY2553
 HY2553  NGVD 29 (10/13/05)  177.53   (m)          582.4    (f) RESET       3  
 HY2553
 HY2553.Superseded values are not recommended for survey control.
 HY2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2553.See file dsdata.txt to determine how the superseded data were derived.
 HY2553
 HY2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD917001(NAD 83)
 HY2553_MARKER: DV = VERTICAL CONTROL DISK
 HY2553_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY2553_SP_SET: CULVERT
 HY2553_STAMPING: C 200 RESET 1992
 HY2553_MARK LOGO: NGS   
 HY2553_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2553+STABILITY: SURFACE MOTION
 HY2553
 HY2553  HISTORY     - Date     Condition        Report By
 HY2553  HISTORY     - 1992     MONUMENTED       OHDT
 HY2553
 HY2553                          STATION DESCRIPTION
 HY2553
 HY2553'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1992
 HY2553'0.7 MILES (1.1 KM) WEST ALONG COUNTY ROAD 35 FROM JUNCTION OF STATE
 HY2553'ROUTE 160 AND SPOT FREE CAR WASH, 45 FEET (13.7 M) EAST OF CENTERLINE
 HY2553'OF COUNTY ROAD, 70 FEET (21.3 M) NORTH OF DRIVEWAY TO CAR WASH, IN
 HY2553'TOP OF SOUTHEAST CORNER OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0060 ***********************************************************************
 HY0060  DESIGNATION -  C 201
 HY0060  PID         -  HY0060
 HY0060  STATE/COUNTY-  OH/JACKSON
 HY0060  USGS QUAD   -  RIO GRANDE (1975)
 HY0060
 HY0060                         *CURRENT SURVEY CONTROL
 HY0060  ___________________________________________________________________
 HY0060* NAD 83(1986)-  38 53 34.     (N)    082 27 05.     (W)     SCALED    
 HY0060* NAVD 88     -       214.364  (meters)     703.29   (feet)  ADJUSTED  
 HY0060  ___________________________________________________________________
 HY0060  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HY0060  DYNAMIC HT  -         214.227 (meters)     702.84  (feet)  COMP
 HY0060  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 HY0060
 HY0060  VERT ORDER  -  SECOND    CLASS 0
 HY0060
 HY0060.The horizontal coordinates were scaled from a topographic map and have
 HY0060.an estimated accuracy of +/- 6 seconds.
 HY0060
 HY0060.The orthometric height was determined by differential leveling
 HY0060.and adjusted by the National Geodetic Survey in June 1991..
 HY0060
 HY0060.The geoid height was determined by GEOID03.
 HY0060
 HY0060.The dynamic height is computed by dividing the NAVD 88
 HY0060.geopotential number by the normal gravity value computed on the
 HY0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0060.degrees latitude (g = 980.6199 gals.).
 HY0060
 HY0060.The modeled gravity was interpolated from observed gravity values.
 HY0060
 HY0060;                    North         East    Units  Estimated Accuracy
 HY0060;SPC OH S     -    99,110.      604,220.      MT  (+/- 180 meters Scaled)
 HY0060
 HY0060                          SUPERSEDED SURVEY CONTROL
 HY0060
 HY0060  NGVD 29 (??/??/92)  214.552  (m)          703.91   (f) ADJ UNCH    2 0
 HY0060
 HY0060.Superseded values are not recommended for survey control.
 HY0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0060.See file dsdata.txt to determine how the superseded data were derived.
 HY0060
 HY0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD741058(NAD 83)
 HY0060_MARKER: DB = BENCH MARK DISK
 HY0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0060_STAMPING: C 201 1958
 HY0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0060+STABILITY: SURFACE MOTION
 HY0060
 HY0060  HISTORY     - Date     Condition        Report By
 HY0060  HISTORY     - 1958     MONUMENTED       CGS
 HY0060
 HY0060                          STATION DESCRIPTION
 HY0060
 HY0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0060'0.4 MI S FROM THURMAN.
 HY0060'ABOUT 0.45 MILES SOUTH ALONG STATE HIGHWAY 279 FROM ITS JUNCTION
 HY0060'WITH U.S. HIGHWAY 35 AT THURMAN, IN SECTION 24, R 17W, T 7N, AT THE
 HY0060'Y JUNCTION OF A BLACKTOP ROAD LEADING SOUTH, 20 1/2 FEET EAST OF
 HY0060'THE CENTER LINE OF THE BLACKTOP ROAD, 1 1/2 FEET WEST OF A WIRE
 HY0060'FENCE, 80 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT
 HY0060'THE OUTSIDE OF A CURVE IN THE HIGHWAY WITH TANGENTS TO THE NORTHEAST
 HY0060'AND WEST, 81 FEET SOUTH OF THE CENTER LINE OF A DRIVE EAST TO A
 HY0060'FARM HOUSE, 2 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT LEVEL
 HY0060'WITH THE BLACKTOP ROAD SOUTH, SET IN THE TOP OF A CONCRETE POST
 HY0060'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0392 ***********************************************************************
 HY0392  DESIGNATION -  C 202
 HY0392  PID         -  HY0392
 HY0392  STATE/COUNTY-  OH/GALLIA
 HY0392  USGS QUAD   -  PATRIOT (1990)
 HY0392
 HY0392                         *CURRENT SURVEY CONTROL
 HY0392  ___________________________________________________________________
 HY0392* NAD 83(1986)-  38 49 11.     (N)    082 25 08.     (W)     SCALED    
 HY0392* NAVD 88     -       252.813  (meters)     829.44   (feet)  ADJUSTED  
 HY0392  ___________________________________________________________________
 HY0392  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY0392  DYNAMIC HT  -         252.652 (meters)     828.91  (feet)  COMP
 HY0392  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 HY0392
 HY0392  VERT ORDER  -  SECOND    CLASS 0
 HY0392
 HY0392.The horizontal coordinates were scaled from a topographic map and have
 HY0392.an estimated accuracy of +/- 6 seconds.
 HY0392
 HY0392.The orthometric height was determined by differential leveling
 HY0392.and adjusted by the National Geodetic Survey in June 1991..
 HY0392
 HY0392.The geoid height was determined by GEOID03.
 HY0392
 HY0392.The dynamic height is computed by dividing the NAVD 88
 HY0392.geopotential number by the normal gravity value computed on the
 HY0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0392.degrees latitude (g = 980.6199 gals.).
 HY0392
 HY0392.The modeled gravity was interpolated from observed gravity values.
 HY0392
 HY0392;                    North         East    Units  Estimated Accuracy
 HY0392;SPC OH S     -    91,000.      607,040.      MT  (+/- 180 meters Scaled)
 HY0392
 HY0392                          SUPERSEDED SURVEY CONTROL
 HY0392
 HY0392  NGVD 29 (??/??/92)  253.000  (m)          830.05   (f) ADJ UNCH    2 0
 HY0392
 HY0392.Superseded values are not recommended for survey control.
 HY0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0392.See file dsdata.txt to determine how the superseded data were derived.
 HY0392
 HY0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC768977(NAD 83)
 HY0392_MARKER: DB = BENCH MARK DISK
 HY0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0392_STAMPING: C 202 1958
 HY0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0392+STABILITY: SURFACE MOTION
 HY0392
 HY0392  HISTORY     - Date     Condition        Report By
 HY0392  HISTORY     - 1958     MONUMENTED       CGS
 HY0392  HISTORY     - 1976     GOOD             NGS
 HY0392
 HY0392                          STATION DESCRIPTION
 HY0392
 HY0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0392'2 MI NW FROM GAGE.
 HY0392'ABOUT 0.3 MILES NORTHWEST ALONG STATE HIGHWAY 325 FROM ITS
 HY0392'JUNCTION WITH STATE HIGHWAY 141 AT GAGE, THENCE 1.75 MILES
 HY0392'NORTHWEST ALONG A GRAVEL ROAD, IN SECTION 16, T 5N, R 16W,
 HY0392'ABOUT 0.45 MILES SOUTHEAST OF NEBO CEMETERY, ABOUT 0.35 MILE
 HY0392'SOUTHEAST OF THE NEBO CROSSROAD, AT JUNCTION OF ROAD SOUTHWEST,
 HY0392'16 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 91 1/2 FEET
 HY0392'NORTH OF BENCH MARK AD, 69 FEET NORTH-NORTHEAST OF THE CENTER
 HY0392'LINE OF THE JUNCTION, 2 FEET WEST OF A FENCE LINE, 2 1/2 FEET
 HY0392'NORTH OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET
 HY0392'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HY0392
 HY0392                          STATION RECOVERY (1976)
 HY0392
 HY0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0130 ***********************************************************************
 HY0130  DESIGNATION -  C 203 RESET
 HY0130  PID         -  HY0130
 HY0130  STATE/COUNTY-  OH/GALLIA
 HY0130  USGS QUAD   -  GALLIPOLIS (1983)
 HY0130
 HY0130                         *CURRENT SURVEY CONTROL
 HY0130  ___________________________________________________________________
 HY0130* NAD 83(1986)-  38 45 34.     (N)    082 13 29.     (W)     SCALED    
 HY0130* NAVD 88     -       171.23   (+/-2cm)     561.8    (feet)  VERTCON   
 HY0130  ___________________________________________________________________
 HY0130  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY0130
 HY0130  VERT ORDER  -  THIRD (See Below)
 HY0130
 HY0130.The horizontal coordinates were scaled from a topographic map and have
 HY0130.an estimated accuracy of +/- 6 seconds.
 HY0130
 HY0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY0130.The vertical order pertains to the NGVD 29 superseded value.
 HY0130
 HY0130.The geoid height was determined by GEOID03.
 HY0130
 HY0130;                    North         East    Units  Estimated Accuracy
 HY0130;SPC OH S     -    84,350.      623,930.      MT  (+/- 180 meters Scaled)
 HY0130
 HY0130                          SUPERSEDED SURVEY CONTROL
 HY0130
 HY0130  NGVD 29 (??/??/??)  171.42   (m)          562.4    (f) RESET       3  
 HY0130
 HY0130.Superseded values are not recommended for survey control.
 HY0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0130.See file dsdata.txt to determine how the superseded data were derived.
 HY0130
 HY0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC935907(NAD 83)
 HY0130_MARKER: DB = BENCH MARK DISK
 HY0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0130_SP_SET: HEADWALL
 HY0130_STAMPING: C 203 RESET 1960
 HY0130_MARK LOGO: CGS   
 HY0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0130
 HY0130  HISTORY     - Date     Condition        Report By
 HY0130  HISTORY     - 1960     MONUMENTED       OHHD
 HY0130  HISTORY     - 1961     GOOD             NGS
 HY0130  HISTORY     - 1976     GOOD             NGS
 HY0130
 HY0130                          STATION DESCRIPTION
 HY0130
 HY0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HY0130'4 MI S FROM GALLIPOLIS.
 HY0130'ABOUT 3.05 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE POST
 HY0130'OFFICE AT GALLIPOLIS, THENCE, 0.98 MILE SOUTHWEST ALONG STATE
 HY0130'HIGHWAY 218, IN CLAY TOWNSHIP, SEC. 31, T3N, R 14 W, 33 FEET
 HY0130'LEFT OF CENTERLINE STATION 866+70, AND SET IN THE TOP OF THE
 HY0130'NORTHWEST HEADWALL OF A 12 FT -6 IN X 7 FT -11 IN SECTIONAL
 HY0130'CORRUGATED METAL STRUCTURE IN LONG RUN CREEK (STRUCTURE NO.
 HY0130'GAL-218-1641), AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
 HY0130
 HY0130                          STATION RECOVERY (1976)
 HY0130
 HY0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0103 ***********************************************************************
 HY0103  DESIGNATION -  C 204
 HY0103  PID         -  HY0103
 HY0103  STATE/COUNTY-  OH/LAWRENCE
 HY0103  USGS QUAD   -  WATERLOO (1988)
 HY0103
 HY0103                         *CURRENT SURVEY CONTROL
 HY0103  ___________________________________________________________________
 HY0103* NAD 83(1986)-  38 37 50.     (N)    082 26 03.     (W)     SCALED    
 HY0103* NAVD 88     -       196.444  (meters)     644.50   (feet)  ADJUSTED  
 HY0103  ___________________________________________________________________
 HY0103  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HY0103  DYNAMIC HT  -         196.314 (meters)     644.07  (feet)  COMP
 HY0103  MODELED GRAV-     979,967.1   (mgal)                       NAVD 88
 HY0103
 HY0103  VERT ORDER  -  SECOND    CLASS 0
 HY0103
 HY0103.The horizontal coordinates were scaled from a topographic map and have
 HY0103.an estimated accuracy of +/- 6 seconds.
 HY0103
 HY0103.The orthometric height was determined by differential leveling
 HY0103.and adjusted by the National Geodetic Survey in June 1991..
 HY0103
 HY0103.The geoid height was determined by GEOID03.
 HY0103
 HY0103.The dynamic height is computed by dividing the NAVD 88
 HY0103.geopotential number by the normal gravity value computed on the
 HY0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0103.degrees latitude (g = 980.6199 gals.).
 HY0103
 HY0103.The modeled gravity was interpolated from observed gravity values.
 HY0103
 HY0103;                    North         East    Units  Estimated Accuracy
 HY0103;SPC OH S     -    70,000.      605,730.      MT  (+/- 180 meters Scaled)
 HY0103
 HY0103                          SUPERSEDED SURVEY CONTROL
 HY0103
 HY0103  NGVD 29 (??/??/92)  196.628  (m)          645.10   (f) ADJ UNCH    2 0
 HY0103
 HY0103.Superseded values are not recommended for survey control.
 HY0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0103.See file dsdata.txt to determine how the superseded data were derived.
 HY0103
 HY0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC751767(NAD 83)
 HY0103_MARKER: DB = BENCH MARK DISK
 HY0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0103_SP_SET: CULVERT
 HY0103_STAMPING: C 204 1958
 HY0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0103
 HY0103  HISTORY     - Date     Condition        Report By
 HY0103  HISTORY     - 1958     MONUMENTED       CGS
 HY0103
 HY0103                          STATION DESCRIPTION
 HY0103
 HY0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0103'1.4 MI NE FROM WILGUS.
 HY0103'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 775 FROM ITS
 HY0103'JUNCTION WITH STATE HIGHWAY 141 AT WILGUS, IN SECTION 21, T 3N,
 HY0103'R 16W, AT A JUNCTION WITH GRAVEL ROAD SOUTH, SET IN THE TOP OF
 HY0103'THE WEST END OF A RIGHT ANGLE SHAPED CONCRETE HEADWALL OF A
 HY0103'12-INCH PIPE CULVERT UNDER THE GRAVEL ROAD SOUTH, 2 FEET EAST OF
 HY0103'THE WEST END OF THE HEADWALL, 21 FEET SOUTH OF THE CENTER LINE
 HY0103'OF THE HIGHWAY, AT THE OUTSIDE OF A SHARP CURVE WITH TANGENTS
 HY0103'TO THE WEST AND NORTH, 16 FEET WEST OF THE CENTER LINE OF THE
 HY0103'GRAVEL ROAD SOUTH, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0147 ***********************************************************************
 HY0147  DESIGNATION -  C 205
 HY0147  PID         -  HY0147
 HY0147  STATE/COUNTY-  OH/GALLIA
 HY0147  USGS QUAD   -  ATHALIA (1985)
 HY0147
 HY0147                         *CURRENT SURVEY CONTROL
 HY0147  ___________________________________________________________________
 HY0147* NAD 83(1986)-  38 36 27.     (N)    082 17 43.     (W)     SCALED    
 HY0147* NAVD 88     -       285.236  (meters)     935.81   (feet)  ADJUSTED  
 HY0147  ___________________________________________________________________
 HY0147  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY0147  DYNAMIC HT  -         285.051 (meters)     935.20  (feet)  COMP
 HY0147  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 HY0147
 HY0147  VERT ORDER  -  SECOND    CLASS 0
 HY0147
 HY0147.The horizontal coordinates were scaled from a topographic map and have
 HY0147.an estimated accuracy of +/- 6 seconds.
 HY0147
 HY0147.The orthometric height was determined by differential leveling
 HY0147.and adjusted by the National Geodetic Survey in June 1991..
 HY0147
 HY0147.The geoid height was determined by GEOID03.
 HY0147
 HY0147.The dynamic height is computed by dividing the NAVD 88
 HY0147.geopotential number by the normal gravity value computed on the
 HY0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0147.degrees latitude (g = 980.6199 gals.).
 HY0147
 HY0147.The modeled gravity was interpolated from observed gravity values.
 HY0147
 HY0147;                    North         East    Units  Estimated Accuracy
 HY0147;SPC OH S     -    67,460.      617,830.      MT  (+/- 180 meters Scaled)
 HY0147
 HY0147                          SUPERSEDED SURVEY CONTROL
 HY0147
 HY0147  NGVD 29 (??/??/92)  285.418  (m)          936.41   (f) ADJ UNCH    2 0
 HY0147
 HY0147.Superseded values are not recommended for survey control.
 HY0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0147.See file dsdata.txt to determine how the superseded data were derived.
 HY0147
 HY0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC872740(NAD 83)
 HY0147_MARKER: DB = BENCH MARK DISK
 HY0147_SETTING: 0 = UNSPECIFIED SETTING
 HY0147_STAMPING: C 205 1958
 HY0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0147
 HY0147  HISTORY     - Date     Condition        Report By
 HY0147  HISTORY     - 1958     MONUMENTED       CGS
 HY0147  HISTORY     - 1976     GOOD             NGS
 HY0147
 HY0147                          STATION DESCRIPTION
 HY0147
 HY0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0147'1.4 MI NW FROM CROWN CITY.
 HY0147'ABOUT 1.35 MILES NORTHWEST ALONG STATE HIGHWAY 553 FROM ITS
 HY0147'JUNCTION WITH STATE HIGHWAY 7 AT CROWN CITY, IN SECTION  , T 3N,
 HY0147'R 15W, ABOUT 0.9 MILE SOUTHEAST OF THE JUNCTION OF HIGHWAY 553
 HY0147'AND STATE HIGHWAY 218 AND THE BRIDGE OVER INDIAN GUYAN CREEK,
 HY0147'IN THE JUNCTION TRIANGLE OF THE JUNCTION OF HIGHWAY 553 AND
 HY0147'SOWARDS RIDGE ROAD LEADING NORTHEAST, ABOUT 0.1 MILE NORTHWEST
 HY0147'OF THE TOP OF THE GRADES IN HIGHWAY 553, 36 1/2 FEET EAST OF THE
 HY0147'CENTER LINE OF THE HIGHWAY, 17 FEET NORTHWEST OF THE CENTER
 HY0147'LINE OF THE SOUTHWEST LEG OF THE JUNCTION, 18 FEET SOUTH OF THE
 HY0147'CENTER LINE OF THE NORTHWEST LEG OF THE JUNCTION, 3 1/2 FEET
 HY0147'SOUTHWEST OF A STOP SIGN, 3 FEET SOUTHWEST OF THE SIGN SOWARDS
 HY0147'RIDGE, 2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT LEVEL
 HY0147'WITH THE SOUTHWEST LEG OF THE JUNCTION, ABOUT 6 1/2 FEET ABOVE
 HY0147'THE LEVEL OF THE HIGHWAY.
 HY0147
 HY0147                          STATION RECOVERY (1976)
 HY0147
 HY0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0346 ***********************************************************************
 HY0346  DESIGNATION -  C 206
 HY0346  PID         -  HY0346
 HY0346  STATE/COUNTY-  OH/GALLIA
 HY0346  USGS QUAD   -  ADDISON (1989)
 HY0346
 HY0346                         *CURRENT SURVEY CONTROL
 HY0346  ___________________________________________________________________
 HY0346* NAD 83(1986)-  38 58 33.     (N)    082 13 56.     (W)     SCALED    
 HY0346* NAVD 88     -       204.243  (meters)     670.09   (feet)  ADJUSTED  
 HY0346  ___________________________________________________________________
 HY0346  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HY0346  DYNAMIC HT  -         204.114 (meters)     669.66  (feet)  COMP
 HY0346  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 HY0346
 HY0346  VERT ORDER  -  SECOND    CLASS 0
 HY0346
 HY0346.The horizontal coordinates were scaled from a topographic map and have
 HY0346.an estimated accuracy of +/- 6 seconds.
 HY0346
 HY0346.The orthometric height was determined by differential leveling
 HY0346.and adjusted by the National Geodetic Survey in June 1991..
 HY0346
 HY0346.The geoid height was determined by GEOID03.
 HY0346
 HY0346.The dynamic height is computed by dividing the NAVD 88
 HY0346.geopotential number by the normal gravity value computed on the
 HY0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0346.degrees latitude (g = 980.6199 gals.).
 HY0346
 HY0346.The modeled gravity was interpolated from observed gravity values.
 HY0346
 HY0346;                    North         East    Units  Estimated Accuracy
 HY0346;SPC OH S     -   108,370.      623,200.      MT  (+/- 180 meters Scaled)
 HY0346
 HY0346                          SUPERSEDED SURVEY CONTROL
 HY0346
 HY0346  NGVD 29 (??/??/92)  204.422  (m)          670.67   (f) ADJ UNCH    2 0
 HY0346
 HY0346.Superseded values are not recommended for survey control.
 HY0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0346.See file dsdata.txt to determine how the superseded data were derived.
 HY0346
 HY0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD932148(NAD 83)
 HY0346_MARKER: DB = BENCH MARK DISK
 HY0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0346_STAMPING: C 206 1958
 HY0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0346+STABILITY: SURFACE MOTION
 HY0346
 HY0346  HISTORY     - Date     Condition        Report By
 HY0346  HISTORY     - 1958     MONUMENTED       CGS
 HY0346  HISTORY     - 1976     GOOD             NGS
 HY0346
 HY0346                          STATION DESCRIPTION
 HY0346
 HY0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0346'0.4 MI NE FROM ENO.
 HY0346'ABOUT 0.35 MILE NORTHEAST ALONG STATE HIGHWAY 554 FROM THE JUNCTION
 HY0346'OF VINTO-ENO ROAD AT ENO, AT THE JUNCTION OF ROUSH HOLLOW ROAD
 HY0346'LEADING WEST AND UPHILL, 50 FEET NORTH-NORTHWEST OF CENTER LINE
 HY0346'OF HIGHWAY AND ON THE OUTSIDE OF A CURVE, 29 FEET NORTH OF CENTER
 HY0346'LINE OF ROAD WEST, 13 FEET WEST OF CENTER LINE OF A DRIVE NORTH
 HY0346'TO A HOUSE, 13 1/2 FEET NORTHWEST OF WEST END OF AN 18-INCH PIPE
 HY0346'CULVERT UNDER DRIVE, 46 FEET WEST-NORTHWEST OF CENTER OF NORTH END
 HY0346'OF WEST PIPE OF A TWIN 18-INCH PIPE CULVERT UNDER HIGHWAY, 5 FEET
 HY0346'NORTHWEST OF POWER LINE BRACE POLE NO. 148-92, 92 FEET WEST-SOUTHWEST
 HY0346'OF SOUTHWEST CORNER OF 1 1/2-STORY HOUSE, 52 FEET SOUTH OF CENTER
 HY0346'OF WELL WITH PUMP, ABOUT LEVEL WITH DRIVE TO HOUSE, ABOUT 1 FOOT
 HY0346'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 HY0346'PROJECTING 2 INCHES.
 HY0346
 HY0346                          STATION RECOVERY (1976)
 HY0346
 HY0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0351 ***********************************************************************
 JY0351  DESIGNATION -  C 207
 JY0351  PID         -  JY0351
 JY0351  STATE/COUNTY-  OH/MEIGS
 JY0351  USGS QUAD   -  WILKESVILLE (1995)
 JY0351
 JY0351                         *CURRENT SURVEY CONTROL
 JY0351  ___________________________________________________________________
 JY0351* NAD 83(1986)-  39 03 08.     (N)    082 15 39.     (W)     SCALED    
 JY0351* NAVD 88     -       204.653  (meters)     671.43   (feet)  ADJUSTED  
 JY0351  ___________________________________________________________________
 JY0351  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JY0351  DYNAMIC HT  -         204.523 (meters)     671.01  (feet)  COMP
 JY0351  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JY0351
 JY0351  VERT ORDER  -  SECOND    CLASS 0
 JY0351
 JY0351.The horizontal coordinates were scaled from a topographic map and have
 JY0351.an estimated accuracy of +/- 6 seconds.
 JY0351
 JY0351.The orthometric height was determined by differential leveling
 JY0351.and adjusted by the National Geodetic Survey in June 1991..
 JY0351
 JY0351.The geoid height was determined by GEOID03.
 JY0351
 JY0351.The dynamic height is computed by dividing the NAVD 88
 JY0351.geopotential number by the normal gravity value computed on the
 JY0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0351.degrees latitude (g = 980.6199 gals.).
 JY0351
 JY0351.The modeled gravity was interpolated from observed gravity values.
 JY0351
 JY0351;                    North         East    Units  Estimated Accuracy
 JY0351;SPC OH S     -   116,840.      620,700.      MT  (+/- 180 meters Scaled)
 JY0351
 JY0351                          SUPERSEDED SURVEY CONTROL
 JY0351
 JY0351  NGVD 29 (??/??/92)  204.840  (m)          672.05   (f) ADJ UNCH    2 0
 JY0351
 JY0351.Superseded values are not recommended for survey control.
 JY0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0351.See file dsdata.txt to determine how the superseded data were derived.
 JY0351
 JY0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD909233(NAD 83)
 JY0351_MARKER: DB = BENCH MARK DISK
 JY0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0351_SP_SET: BRIDGE
 JY0351_STAMPING: C 207 1958
 JY0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0351
 JY0351  HISTORY     - Date     Condition        Report By
 JY0351  HISTORY     - 1958     MONUMENTED       CGS
 JY0351
 JY0351                          STATION DESCRIPTION
 JY0351
 JY0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0351'0.4 MI E FROM SALEM CENTER.
 JY0351'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 124 FROM THE SCHOOL
 JY0351'AT SALEM CENTER, 0.1 MILE WEST OF A BRIDGE AND JUNCTION OF ROAD
 JY0351'SOUTHWEST, IN THE TOP OF SOUTHEAST END OF NORTHWEST WING WALL
 JY0351'OF A 12-FOOT CONCRETE BRIDGE, 13 1/2 FEET NORTH OF CENTER LINE
 JY0351'OF HIGHWAY, 1.1 FOOT NORTH OF CONCRETE BANISTER AND ABOUT LEVEL
 JY0351'WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1090 ***********************************************************************
 HY1090  DESIGNATION -  C 208
 HY1090  PID         -  HY1090
 HY1090  STATE/COUNTY-  OH/SCIOTO
 HY1090  USGS QUAD   -  PORTSMOUTH (1975)
 HY1090
 HY1090                         *CURRENT SURVEY CONTROL
 HY1090  ___________________________________________________________________
 HY1090* NAD 83(1986)-  38 44 17.     (N)    082 58 38.     (W)     SCALED    
 HY1090* NAVD 88     -       164.288  (meters)     539.00   (feet)  ADJUSTED  
 HY1090  ___________________________________________________________________
 HY1090  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY1090  DYNAMIC HT  -         164.186 (meters)     538.67  (feet)  COMP
 HY1090  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 HY1090
 HY1090  VERT ORDER  -  SECOND    CLASS 0
 HY1090
 HY1090.The horizontal coordinates were scaled from a topographic map and have
 HY1090.an estimated accuracy of +/- 6 seconds.
 HY1090
 HY1090.The orthometric height was determined by differential leveling
 HY1090.and adjusted by the National Geodetic Survey in June 1991..
 HY1090
 HY1090.The geoid height was determined by GEOID03.
 HY1090
 HY1090.The dynamic height is computed by dividing the NAVD 88
 HY1090.geopotential number by the normal gravity value computed on the
 HY1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1090.degrees latitude (g = 980.6199 gals.).
 HY1090
 HY1090.The modeled gravity was interpolated from observed gravity values.
 HY1090
 HY1090;                    North         East    Units  Estimated Accuracy
 HY1090;SPC OH S     -    82,040.      558,510.      MT  (+/- 180 meters Scaled)
 HY1090
 HY1090                          SUPERSEDED SURVEY CONTROL
 HY1090
 HY1090  NGVD 29 (??/??/92)  164.475  (m)          539.62   (f) ADJ UNCH    2 0
 HY1090
 HY1090.Superseded values are not recommended for survey control.
 HY1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1090.See file dsdata.txt to determine how the superseded data were derived.
 HY1090
 HY1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC281895(NAD 83)
 HY1090_MARKER: DB = BENCH MARK DISK
 HY1090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1090_SP_SET: POST BASE
 HY1090_STAMPING: C 208 1958
 HY1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1090
 HY1090  HISTORY     - Date     Condition        Report By
 HY1090  HISTORY     - 1958     MONUMENTED       CGS
 HY1090
 HY1090                          STATION DESCRIPTION
 HY1090
 HY1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1090'1.3 MI SE FROM PORTSMOUTH.
 HY1090'ABOUT 1.3 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1090'FROM THE STATION AT PORTSMOUTH, AT MILE POST N 606, SET IN THE
 HY1090'TOP OF THE CONCRETE BASE TO THE TWO CONCRETE POSTS NORTH OF THE
 HY1090'TRACK AND SUPPORTING THE PEDESTIAN OVERPASS OVER THE TRACKS TO
 HY1090'THE WILLIAMS MANUFACTURING COMPANY, 60 FEET NORTH OF THE NORTH
 HY1090'RAIL OF THE NORTH MAIN TRACK, 3 FEET WEST OF THE WEST FACE OF THE
 HY1090'EAST ONE OF THE TWO POSTS, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HY1090'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1127 ***********************************************************************
 HY1127  DESIGNATION -  C 209
 HY1127  PID         -  HY1127
 HY1127  STATE/COUNTY-  OH/LAWRENCE
 HY1127  USGS QUAD   -  SOUTH WEBSTER (1975)
 HY1127
 HY1127                         *CURRENT SURVEY CONTROL
 HY1127  ___________________________________________________________________
 HY1127* NAD 83(1986)-  38 50 23.     (N)    082 38 32.     (W)     SCALED    
 HY1127* NAVD 88     -       206.769  (meters)     678.37   (feet)  ADJUSTED  
 HY1127  ___________________________________________________________________
 HY1127  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HY1127  DYNAMIC HT  -         206.637 (meters)     677.94  (feet)  COMP
 HY1127  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 HY1127
 HY1127  VERT ORDER  -  SECOND    CLASS 0
 HY1127
 HY1127.The horizontal coordinates were scaled from a topographic map and have
 HY1127.an estimated accuracy of +/- 6 seconds.
 HY1127
 HY1127.The orthometric height was determined by differential leveling
 HY1127.and adjusted by the National Geodetic Survey in June 1991..
 HY1127
 HY1127.The geoid height was determined by GEOID03.
 HY1127
 HY1127.The dynamic height is computed by dividing the NAVD 88
 HY1127.geopotential number by the normal gravity value computed on the
 HY1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1127.degrees latitude (g = 980.6199 gals.).
 HY1127
 HY1127.The modeled gravity was interpolated from observed gravity values.
 HY1127
 HY1127;                    North         East    Units  Estimated Accuracy
 HY1127;SPC OH S     -    93,230.      587,650.      MT  (+/- 180 meters Scaled)
 HY1127
 HY1127                          SUPERSEDED SURVEY CONTROL
 HY1127
 HY1127  NGVD 29 (??/??/92)  206.946  (m)          678.96   (f) ADJ UNCH    2 0
 HY1127
 HY1127.Superseded values are not recommended for survey control.
 HY1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1127.See file dsdata.txt to determine how the superseded data were derived.
 HY1127
 HY1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD574002(NAD 83)
 HY1127_MARKER: DB = BENCH MARK DISK
 HY1127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1127_SP_SET: ABUTMENT
 HY1127_STAMPING: C 209 1958
 HY1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1127
 HY1127  HISTORY     - Date     Condition        Report By
 HY1127  HISTORY     - 1958     MONUMENTED       CGS
 HY1127
 HY1127                          STATION DESCRIPTION
 HY1127
 HY1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1127'6.2 MI E FROM SOUTH WEBSTER.
 HY1127'ABOUT 6.15 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1127'FROM THE STATION AT SOUTH WEBSTER, IN SECTION 4, T 4N, R 18W,
 HY1127'ABOUT 0.2 MILE NORTHEAST OF THE CROSSING OF STATE HIGHWAY 140,
 HY1127'AT FIRE BRICK, SET IN THE TOP OF THE SECOND STEP DOWN OF THE
 HY1127'NORTHWEST END OF THE NORTHEAST ABUTMENT OF A 35-FOOT CONCRETE
 HY1127'BRIDGE UNDER THE HIGHWAY, 35 FEET SOUTHEAST OF THE SOUTHEAST
 HY1127'RAIL, 18 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 HY1127'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- THE MARK MAY
 HY1127'BE REACHED FROM OAK HILL, JACKSON COUNTY, BY GOING SOUTHWEST
 HY1127'FOR 6.5 MILES ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HY1127'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0425 ***********************************************************************
 MC0425  DESIGNATION -  C 21
 MC0425  PID         -  MC0425
 MC0425  STATE/COUNTY-  OH/SENECA
 MC0425  USGS QUAD   -  ALVADA (1972)
 MC0425
 MC0425                         *CURRENT SURVEY CONTROL
 MC0425  ___________________________________________________________________
 MC0425* NAD 83(1986)-  41 02 09.     (N)    083 24 21.     (W)     SCALED    
 MC0425* NAVD 88     -       257.350  (meters)     844.32   (feet)  POSTED    
 MC0425  ___________________________________________________________________
 MC0425  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 MC0425  DYNAMIC HT  -         257.230 (meters)     843.93  (feet)  COMP
 MC0425  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 MC0425
 MC0425  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MC0425
 MC0425.The horizontal coordinates were scaled from a topographic map and have
 MC0425.an estimated accuracy of +/- 6 seconds.
 MC0425
 MC0425.The orthometric height was determined by differential leveling
 MC0425.and adjusted by the National Geodetic Survey in 1992..
 MC0425.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MC0425.rate of 3.1 thru 4.0 mm/km.
 MC0425
 MC0425.The geoid height was determined by GEOID03.
 MC0425
 MC0425.The dynamic height is computed by dividing the NAVD 88
 MC0425.geopotential number by the normal gravity value computed on the
 MC0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0425.degrees latitude (g = 980.6199 gals.).
 MC0425
 MC0425.The modeled gravity was interpolated from observed gravity values.
 MC0425
 MC0425;                    North         East    Units  Estimated Accuracy
 MC0425;SPC OH N     -   152,440.      523,840.      MT  (+/- 180 meters Scaled)
 MC0425
 MC0425                          SUPERSEDED SURVEY CONTROL
 MC0425
 MC0425  NGVD 29 (??/??/92)  257.493  (m)          844.79   (f) ADJ UNCH    2 0
 MC0425
 MC0425.Superseded values are not recommended for survey control.
 MC0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0425.See file dsdata.txt to determine how the superseded data were derived.
 MC0425
 MC0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF977455(NAD 83)
 MC0425_MARKER: DB = BENCH MARK DISK
 MC0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0425_STAMPING: C 21 1934
 MC0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0425+STABILITY: SURFACE MOTION
 MC0425
 MC0425  HISTORY     - Date     Condition        Report By
 MC0425  HISTORY     - 1934     MONUMENTED       CGS
 MC0425
 MC0425                          STATION DESCRIPTION
 MC0425
 MC0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0425'0.9 MI S FROM ALVEDA.
 MC0425'0.9 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 MC0425'STATION AT ALVEDA, SENECA COUNTY, 63 FEET SOUTHEAST OF THE
 MC0425'CENTER OF THE CROSSING OF A TARVIA ROAD, 54.6 FEET EAST OF THE
 MC0425'EAST RAIL, 22.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 MC0425'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MC0425'C 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0100 ***********************************************************************
 HY0100  DESIGNATION -  C 210
 HY0100  PID         -  HY0100
 HY0100  STATE/COUNTY-  OH/LAWRENCE
 HY0100  USGS QUAD   -  WATERLOO (1988)
 HY0100
 HY0100                         *CURRENT SURVEY CONTROL
 HY0100  ___________________________________________________________________
 HY0100* NAD 83(1986)-  38 37 47.     (N)    082 27 29.     (W)     SCALED    
 HY0100* NAVD 88     -       194.800  (meters)     639.11   (feet)  ADJUSTED  
 HY0100  ___________________________________________________________________
 HY0100  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HY0100  DYNAMIC HT  -         194.672 (meters)     638.69  (feet)  COMP
 HY0100  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 HY0100
 HY0100  VERT ORDER  -  SECOND    CLASS 0
 HY0100
 HY0100.The horizontal coordinates were scaled from a topographic map and have
 HY0100.an estimated accuracy of +/- 6 seconds.
 HY0100
 HY0100.The orthometric height was determined by differential leveling
 HY0100.and adjusted by the National Geodetic Survey in June 1991..
 HY0100
 HY0100.The geoid height was determined by GEOID03.
 HY0100
 HY0100.The dynamic height is computed by dividing the NAVD 88
 HY0100.geopotential number by the normal gravity value computed on the
 HY0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0100.degrees latitude (g = 980.6199 gals.).
 HY0100
 HY0100.The modeled gravity was interpolated from observed gravity values.
 HY0100
 HY0100;                    North         East    Units  Estimated Accuracy
 HY0100;SPC OH S     -    69,910.      603,650.      MT  (+/- 180 meters Scaled)
 HY0100
 HY0100                          SUPERSEDED SURVEY CONTROL
 HY0100
 HY0100  NGVD 29 (??/??/92)  194.984  (m)          639.71   (f) ADJ UNCH    2 0
 HY0100
 HY0100.Superseded values are not recommended for survey control.
 HY0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0100.See file dsdata.txt to determine how the superseded data were derived.
 HY0100
 HY0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC730766(NAD 83)
 HY0100_MARKER: DB = BENCH MARK DISK
 HY0100_SETTING: 66 = SET IN ROCK OUTCROP
 HY0100_SP_SET: ROCK LEDGE
 HY0100_STAMPING: C 210 1958
 HY0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0100+STABILITY: POSITION/ELEVATION WELL
 HY0100
 HY0100  HISTORY     - Date     Condition        Report By
 HY0100  HISTORY     - 1958     MONUMENTED       CGS
 HY0100
 HY0100                          STATION DESCRIPTION
 HY0100
 HY0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0100'AT WILGUS.
 HY0100'AT WILGUS, ALONG STATE HIGHWAY 141, IN SECTION 19, T 3N, R 16W,
 HY0100'ABOUT 35 YARDS WEST OF THE JUNCTION OF STATE HIGHWAY 775, SET
 HY0100'IN THE TOP OF A NARROW LEDGE ON THE SOUTH FACE OF A LARGE ROCK
 HY0100'THAT IS A PART OF A CUT NORTH OF THE HIGHWAY, 24 FEET NORTH OF
 HY0100'THE CENTER LINE OF THE HIGHWAY, 101 FEET WEST OF THE SOUTHWEST
 HY0100'CORNER OF JONES GROCERY STORE, 9 FEET EAST OF THE WEST END OF THE
 HY0100'ROCK, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1330 ***********************************************************************
 HY1330  DESIGNATION -  C 211
 HY1330  PID         -  HY1330
 HY1330  STATE/COUNTY-  OH/SCIOTO
 HY1330  USGS QUAD   -  PEDRO (1983)
 HY1330
 HY1330                         *CURRENT SURVEY CONTROL
 HY1330  ___________________________________________________________________
 HY1330* NAD 83(1986)-  38 42 07.     (N)    082 42 50.     (W)     SCALED    
 HY1330* NAVD 88     -       182.481  (meters)     598.69   (feet)  ADJUSTED  
 HY1330  ___________________________________________________________________
 HY1330  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HY1330  DYNAMIC HT  -         182.365 (meters)     598.31  (feet)  COMP
 HY1330  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 HY1330
 HY1330  VERT ORDER  -  SECOND    CLASS 0
 HY1330
 HY1330.The horizontal coordinates were scaled from a topographic map and have
 HY1330.an estimated accuracy of +/- 6 seconds.
 HY1330
 HY1330.The orthometric height was determined by differential leveling
 HY1330.and adjusted by the National Geodetic Survey in June 1991..
 HY1330
 HY1330.The geoid height was determined by GEOID03.
 HY1330
 HY1330.The dynamic height is computed by dividing the NAVD 88
 HY1330.geopotential number by the normal gravity value computed on the
 HY1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1330.degrees latitude (g = 980.6199 gals.).
 HY1330
 HY1330.The modeled gravity was interpolated from observed gravity values.
 HY1330
 HY1330;                    North         East    Units  Estimated Accuracy
 HY1330;SPC OH S     -    77,950.      581,390.      MT  (+/- 180 meters Scaled)
 HY1330
 HY1330                          SUPERSEDED SURVEY CONTROL
 HY1330
 HY1330  NGVD 29 (??/??/92)  182.664  (m)          599.29   (f) ADJ UNCH    2 0
 HY1330
 HY1330.Superseded values are not recommended for survey control.
 HY1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1330.See file dsdata.txt to determine how the superseded data were derived.
 HY1330
 HY1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC509850(NAD 83)
 HY1330_MARKER: DB = BENCH MARK DISK
 HY1330_SETTING: 66 = SET IN ROCK OUTCROP
 HY1330_SP_SET: ROCK CUT
 HY1330_STAMPING: C 211 1958
 HY1330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1330+STABILITY: POSITION/ELEVATION WELL
 HY1330
 HY1330  HISTORY     - Date     Condition        Report By
 HY1330  HISTORY     - 1958     MONUMENTED       CGS
 HY1330
 HY1330                          STATION DESCRIPTION
 HY1330
 HY1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1330'3.4 MI SE FROM LYRA.
 HY1330'ABOUT 0.65 MILES EAST ALONG BLACKTOP ROAD FROM THE SCHOOL AT
 HY1330'LYRA, THENCE 1.0 MILES SOUTH ALONG GRAVEL ROAD, THENCE 1.75
 HY1330'MILES SOUTHEAST, IN SECTION 25, T 3N, R 19W, ABOUT 0.35 MILE
 HY1330'NORTHWEST OF A SIDE ROAD EAST, ABOUT 47 YARDS SOUTH OF A POINT
 HY1330'WHERE THE ROAD AND PINE CREEK COME TOGETHER FROM THE NORTH, SET
 HY1330'VERTICALLY IN THE WEST FACE OF A ROCK THAT IS PART OF A CUT EAST
 HY1330'OF THE ROAD, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, 65 FEET
 HY1330'SOUTH OF THE NORTH END OF THE ROCK PART OF THE CUT, ABOUT 4 1/2
 HY1330'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1361 ***********************************************************************
 HY1361  DESIGNATION -  C 212
 HY1361  PID         -  HY1361
 HY1361  STATE/COUNTY-  OH/LAWRENCE
 HY1361  USGS QUAD   -  PEDRO (1983)
 HY1361
 HY1361                         *CURRENT SURVEY CONTROL
 HY1361  ___________________________________________________________________
 HY1361* NAD 83(1986)-  38 38 49.     (N)    082 40 11.     (W)     SCALED    
 HY1361* NAVD 88     -       183.321  (meters)     601.45   (feet)  ADJUSTED  
 HY1361  ___________________________________________________________________
 HY1361  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HY1361  DYNAMIC HT  -         183.204 (meters)     601.06  (feet)  COMP
 HY1361  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 HY1361
 HY1361  VERT ORDER  -  SECOND    CLASS 0
 HY1361
 HY1361.The horizontal coordinates were scaled from a topographic map and have
 HY1361.an estimated accuracy of +/- 6 seconds.
 HY1361
 HY1361.The orthometric height was determined by differential leveling
 HY1361.and adjusted by the National Geodetic Survey in June 1991..
 HY1361
 HY1361.The geoid height was determined by GEOID03.
 HY1361
 HY1361.The dynamic height is computed by dividing the NAVD 88
 HY1361.geopotential number by the normal gravity value computed on the
 HY1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1361.degrees latitude (g = 980.6199 gals.).
 HY1361
 HY1361.The modeled gravity was interpolated from observed gravity values.
 HY1361
 HY1361;                    North         East    Units  Estimated Accuracy
 HY1361;SPC OH S     -    71,830.      585,230.      MT  (+/- 180 meters Scaled)
 HY1361
 HY1361                          SUPERSEDED SURVEY CONTROL
 HY1361
 HY1361  NGVD 29 (??/??/92)  183.508  (m)          602.06   (f) ADJ UNCH    2 0
 HY1361
 HY1361.Superseded values are not recommended for survey control.
 HY1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1361.See file dsdata.txt to determine how the superseded data were derived.
 HY1361
 HY1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC546789(NAD 83)
 HY1361_MARKER: DB = BENCH MARK DISK
 HY1361_SETTING: 66 = SET IN ROCK OUTCROP
 HY1361_SP_SET: ROCK CUT
 HY1361_STAMPING: C 212 1958
 HY1361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1361+STABILITY: POSITION/ELEVATION WELL
 HY1361
 HY1361  HISTORY     - Date     Condition        Report By
 HY1361  HISTORY     - 1958     MONUMENTED       CGS
 HY1361
 HY1361                          STATION DESCRIPTION
 HY1361
 HY1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1361'2.4 MI S FROM CENTER STATION.
 HY1361'ABOUT 2.4 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE MT. CALVARY
 HY1361'BAPTIST CHURCH AT CENTER STATION, IN SECTION 9, T 2N, R 18W,
 HY1361'ABOUT 0.5 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 522, SET
 HY1361'VERTICALLY IN THE NORTHWEST FACE OF A ROCK ABOUT 4-FEET HIGH AND
 HY1361'15-FEET LONG AND IS PART OF A CUT SOUTHEAST OF THE HIGHWAY, 9 FEET
 HY1361'SOUTHWEST OF THE NORTHEAST END OF THE ROCK, 58 FEET NORTHEAST OF
 HY1361'THE SOUTHEAST END OF A 24-INCH PIPE CULVERT WITH A CONCRETE HEADWALL,
 HY1361'ABOUT 2 FEET ABOVE THE GROUND AND ABOUT 1 FOOT ABOVE THE LEVEL
 HY1361'OF THE HIGHWAY.  NOTE-- THE MARK MAY BE REACHED FROM PEDRO,
 HY1361'LAWRENCE COUNTY, BY GOING NORTHWEST FOR 2.0 MILES ALONG STATE
 HY1361'HIGHWAY 75 FROM THE WEST DRIVE TO THE SCHOOL AT PEDRO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0975 ***********************************************************************
 HY0975  DESIGNATION -  C 213
 HY0975  PID         -  HY0975
 HY0975  STATE/COUNTY-  OH/LAWRENCE
 HY0975  USGS QUAD   -  CATLETTSBURG (1985)
 HY0975
 HY0975                         *CURRENT SURVEY CONTROL
 HY0975  ___________________________________________________________________
 HY0975* NAD 83(1986)-  38 28 45.     (N)    082 37 13.     (W)     SCALED    
 HY0975* NAVD 88     -       171.458  (meters)     562.53   (feet)  ADJUSTED  
 HY0975  ___________________________________________________________________
 HY0975  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HY0975  DYNAMIC HT  -         171.346 (meters)     562.16  (feet)  COMP
 HY0975  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 HY0975
 HY0975  VERT ORDER  -  SECOND    CLASS 0
 HY0975
 HY0975.The horizontal coordinates were scaled from a topographic map and have
 HY0975.an estimated accuracy of +/- 6 seconds.
 HY0975
 HY0975.The orthometric height was determined by differential leveling
 HY0975.and adjusted by the National Geodetic Survey in June 1991..
 HY0975
 HY0975.The geoid height was determined by GEOID03.
 HY0975
 HY0975.The dynamic height is computed by dividing the NAVD 88
 HY0975.geopotential number by the normal gravity value computed on the
 HY0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0975.degrees latitude (g = 980.6199 gals.).
 HY0975
 HY0975.The modeled gravity was interpolated from observed gravity values.
 HY0975
 HY0975;                    North         East    Units  Estimated Accuracy
 HY0975;SPC OH S     -    53,200.      589,500.      MT  (+/- 180 meters Scaled)
 HY0975
 HY0975                          SUPERSEDED SURVEY CONTROL
 HY0975
 HY0975  NGVD 29 (??/??/92)  171.648  (m)          563.15   (f) ADJ UNCH    2 0
 HY0975
 HY0975.Superseded values are not recommended for survey control.
 HY0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0975.See file dsdata.txt to determine how the superseded data were derived.
 HY0975
 HY0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC586602(NAD 83)
 HY0975_MARKER: DB = BENCH MARK DISK
 HY0975_SETTING: 66 = SET IN ROCK OUTCROP
 HY0975_SP_SET: ROCK CUT
 HY0975_STAMPING: C 213 1958
 HY0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0975+STABILITY: POSITION/ELEVATION WELL
 HY0975
 HY0975  HISTORY     - Date     Condition        Report By
 HY0975  HISTORY     - 1958     MONUMENTED       CGS
 HY0975
 HY0975                          STATION DESCRIPTION
 HY0975
 HY0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0975'1.1 MI E FROM COAL GROVE.
 HY0975'ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 52 FROM THE OHIO RIVER
 HY0975'BRIDGE AT COAL GROVE, SET VERTICALLY IN THE EAST FACE OF ABOUT
 HY0975'A 4-FOOT OFFSET ON THE SOUTH FACE OF A HIGH ROCK CUT NORTH OF THE
 HY0975'HIGHWAY, DIRECTLY BELOW A SHARP POINT AND A SMALL CAVE AT THE
 HY0975'TOP OF THE CUT, 23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HY0975'102 FEET WEST OF THE EAST END OF THE ROCK, ABOUT 3 FEET ABOVE
 HY0975'THE GROUND AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0180 ***********************************************************************
 HY0180  DESIGNATION -  C 214
 HY0180  PID         -  HY0180
 HY0180  STATE/COUNTY-  OH/LAWRENCE
 HY0180  USGS QUAD   -  WATERLOO (1988)
 HY0180
 HY0180                         *CURRENT SURVEY CONTROL
 HY0180  ___________________________________________________________________
 HY0180* NAD 83(1986)-  38 39 49.     (N)    082 28 57.     (W)     SCALED    
 HY0180* NAVD 88     -       180.939  (meters)     593.63   (feet)  ADJUSTED  
 HY0180  ___________________________________________________________________
 HY0180  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY0180  DYNAMIC HT  -         180.822 (meters)     593.25  (feet)  COMP
 HY0180  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 HY0180
 HY0180  VERT ORDER  -  SECOND    CLASS 0
 HY0180
 HY0180.The horizontal coordinates were scaled from a topographic map and have
 HY0180.an estimated accuracy of +/- 6 seconds.
 HY0180
 HY0180.The orthometric height was determined by differential leveling
 HY0180.and adjusted by the National Geodetic Survey in June 1991..
 HY0180
 HY0180.The geoid height was determined by GEOID03.
 HY0180
 HY0180.The dynamic height is computed by dividing the NAVD 88
 HY0180.geopotential number by the normal gravity value computed on the
 HY0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0180.degrees latitude (g = 980.6199 gals.).
 HY0180
 HY0180.The modeled gravity was interpolated from observed gravity values.
 HY0180
 HY0180;                    North         East    Units  Estimated Accuracy
 HY0180;SPC OH S     -    73,670.      601,520.      MT  (+/- 180 meters Scaled)
 HY0180
 HY0180                          SUPERSEDED SURVEY CONTROL
 HY0180
 HY0180  NGVD 29 (??/??/92)  181.126  (m)          594.24   (f) ADJ UNCH    2 0
 HY0180
 HY0180.Superseded values are not recommended for survey control.
 HY0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0180.See file dsdata.txt to determine how the superseded data were derived.
 HY0180
 HY0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC710804(NAD 83)
 HY0180_MARKER: DB = BENCH MARK DISK
 HY0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0180_SP_SET: GUARDRAIL
 HY0180_STAMPING: C 214 1958
 HY0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0180
 HY0180  HISTORY     - Date     Condition        Report By
 HY0180  HISTORY     - 1958     MONUMENTED       CGS
 HY0180
 HY0180                          STATION DESCRIPTION
 HY0180
 HY0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0180'0.4 MI W FROM ARABIA.
 HY0180'ABOUT 0.35 MILES WEST ALONG A GRAVEL ROAD FROM THE FIRST
 HY0180'MISSIONARY BAPTIST CHURCH AT ARABIA, ABOUT 0.35 MILE EAST OF A
 HY0180'SIDE ROAD SOUTH, SET IN THE TOP OF THE WEST END OF THE NORTH
 HY0180'GUARD RAIL ALONG THE NORTH SIDE OF A 15-FOOT CONCRETE BRIDGE, 10
 HY0180'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF THE
 HY0180'WEST END OF THE GUARD RAIL, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HY0180'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0635 ***********************************************************************
 JY0635  DESIGNATION -  C 215
 JY0635  PID         -  JY0635
 JY0635  STATE/COUNTY-  OH/JACKSON
 JY0635  USGS QUAD   -  WELLSTON (1995)
 JY0635
 JY0635                         *CURRENT SURVEY CONTROL
 JY0635  ___________________________________________________________________
 JY0635* NAD 83(1986)-  39 04 09.     (N)    082 36 43.     (W)     SCALED    
 JY0635* NAVD 88     -       205.069  (meters)     672.80   (feet)  ADJUSTED  
 JY0635  ___________________________________________________________________
 JY0635  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JY0635  DYNAMIC HT  -         204.941 (meters)     672.38  (feet)  COMP
 JY0635  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 JY0635
 JY0635  VERT ORDER  -  SECOND    CLASS 0
 JY0635
 JY0635.The horizontal coordinates were scaled from a topographic map and have
 JY0635.an estimated accuracy of +/- 6 seconds.
 JY0635
 JY0635.The orthometric height was determined by differential leveling
 JY0635.and adjusted by the National Geodetic Survey in June 1991..
 JY0635
 JY0635.The geoid height was determined by GEOID03.
 JY0635
 JY0635.The dynamic height is computed by dividing the NAVD 88
 JY0635.geopotential number by the normal gravity value computed on the
 JY0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0635.degrees latitude (g = 980.6199 gals.).
 JY0635
 JY0635.The modeled gravity was interpolated from observed gravity values.
 JY0635
 JY0635;                    North         East    Units  Estimated Accuracy
 JY0635;SPC OH S     -   118,700.      590,310.      MT  (+/- 180 meters Scaled)
 JY0635
 JY0635                          SUPERSEDED SURVEY CONTROL
 JY0635
 JY0635  NGVD 29 (??/??/92)  205.244  (m)          673.37   (f) ADJ UNCH    2 0
 JY0635
 JY0635.Superseded values are not recommended for survey control.
 JY0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0635.See file dsdata.txt to determine how the superseded data were derived.
 JY0635
 JY0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD605256(NAD 83)
 JY0635_MARKER: DB = BENCH MARK DISK
 JY0635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0635_SP_SET: BRIDGE
 JY0635_STAMPING: C 215 1958
 JY0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0635
 JY0635  HISTORY     - Date     Condition        Report By
 JY0635  HISTORY     - 1958     MONUMENTED       CGS
 JY0635  HISTORY     - 1976     GOOD             NGS
 JY0635
 JY0635                          STATION DESCRIPTION
 JY0635
 JY0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0635'2.2 MI E FROM JACKSON.
 JY0635'ABOUT 0.45 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 JY0635'HOUSE AT JACKSON, THENCE ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY
 JY0635'124, ABOUT 0.7 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 788
 JY0635'LEADING NORTHEAST, AT THE SOUTHWEST END OF A CURVE WITH TANGENTS
 JY0635'EXTENDING SOUTHWEST AND EAST, SET IN THE TOP OF THE WING WALL
 JY0635'AT THE WEST CORNER OF A 20-FOOT CONCRETE BRIDGE, 16 FEET
 JY0635'NORTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 JY0635
 JY0635                          STATION RECOVERY (1976)
 JY0635
 JY0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1514 ***********************************************************************
 HY1514  DESIGNATION -  C 216
 HY1514  PID         -  HY1514
 HY1514  STATE/COUNTY-  OH/SCIOTO
 HY1514  USGS QUAD   -  WAKEFIELD (1986)
 HY1514
 HY1514                         *CURRENT SURVEY CONTROL
 HY1514  ___________________________________________________________________
 HY1514* NAD 83(1986)-  38 55 36.     (N)    083 01 14.     (W)     SCALED    
 HY1514* NAVD 88     -       171.046  (meters)     561.17   (feet)  ADJUSTED  
 HY1514  ___________________________________________________________________
 HY1514  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HY1514  DYNAMIC HT  -         170.941 (meters)     560.83  (feet)  COMP
 HY1514  MODELED GRAV-     980,008.1   (mgal)                       NAVD 88
 HY1514
 HY1514  VERT ORDER  -  FIRST     CLASS I
 HY1514
 HY1514.The horizontal coordinates were scaled from a topographic map and have
 HY1514.an estimated accuracy of +/- 6 seconds.
 HY1514
 HY1514.The orthometric height was determined by differential leveling
 HY1514.and adjusted by the National Geodetic Survey in June 1991..
 HY1514
 HY1514.The geoid height was determined by GEOID03.
 HY1514
 HY1514.The dynamic height is computed by dividing the NAVD 88
 HY1514.geopotential number by the normal gravity value computed on the
 HY1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1514.degrees latitude (g = 980.6199 gals.).
 HY1514
 HY1514.The modeled gravity was interpolated from observed gravity values.
 HY1514
 HY1514;                    North         East    Units  Estimated Accuracy
 HY1514;SPC OH S     -   103,000.      554,860.      MT  (+/- 180 meters Scaled)
 HY1514
 HY1514                          SUPERSEDED SURVEY CONTROL
 HY1514
 HY1514  NGVD 29 (??/??/92)  171.225  (m)          561.76   (f) ADJ UNCH    1 1
 HY1514
 HY1514.Superseded values are not recommended for survey control.
 HY1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1514.See file dsdata.txt to determine how the superseded data were derived.
 HY1514
 HY1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD248105(NAD 83)
 HY1514_MARKER: DB = BENCH MARK DISK
 HY1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1514_SP_SET: BRIDGE
 HY1514_STAMPING: C 216 1958
 HY1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1514
 HY1514  HISTORY     - Date     Condition        Report By
 HY1514  HISTORY     - 1958     MONUMENTED       CGS
 HY1514  HISTORY     - 1967     GOOD             NGS
 HY1514
 HY1514                          STATION DESCRIPTION
 HY1514
 HY1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1514'3.2 MI S FROM WAKEFIELD.
 HY1514'ABOUT 3.15 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1514'FROM THE BRIDGE OVER SALT CREEK AT WAKEFIELD, 0.2 MILE NORTH
 HY1514'OF MILEPOST N 621, NEAR THE CROSSING OF COCKRELL RUN ROAD AT
 HY1514'CLIFFORD, SET ON THE TOP AND 29 FEET NORTH OF THE SOUTH END OF A
 HY1514'RETAINING WALL WHICH IS THE EXTENDED WALL OF THE NORTHWEST
 HY1514'ABUTMENT OF A BRIDGE UNDER A DRIVEWAY LEADING SOUTHEAST, 75 FEET
 HY1514'SOUTH OF THE CENTER LINE OF COCKRELL RUN ROAD, 25 FEET EAST OF
 HY1514'THE EAST RAIL OF THE EAST TRACK, 258 FEET EAST-SOUTHEAST OF AND
 HY1514'ACROSS THE TRACKS AND U.S. HIGHWAY 23 FROM BENCH MARK K 311
 HY1514'DESCRIBED AND 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0606 ***********************************************************************
 JY0606  DESIGNATION -  C 217
 JY0606  PID         -  JY0606
 JY0606  STATE/COUNTY-  OH/PIKE
 JY0606  USGS QUAD   -  WAVERLY SOUTH (1992)
 JY0606
 JY0606                         *CURRENT SURVEY CONTROL
 JY0606  ___________________________________________________________________
 JY0606* NAD 83(1986)-  39 03 09.     (N)    082 59 45.     (W)     SCALED    
 JY0606* NAVD 88     -       207.005  (meters)     679.15   (feet)  ADJUSTED  
 JY0606  ___________________________________________________________________
 JY0606  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JY0606  DYNAMIC HT  -         206.879 (meters)     678.74  (feet)  COMP
 JY0606  MODELED GRAV-     980,011.3   (mgal)                       NAVD 88
 JY0606
 JY0606  VERT ORDER  -  SECOND    CLASS 0
 JY0606
 JY0606.The horizontal coordinates were scaled from a topographic map and have
 JY0606.an estimated accuracy of +/- 6 seconds.
 JY0606
 JY0606.The orthometric height was determined by differential leveling
 JY0606.and adjusted by the National Geodetic Survey in June 1991..
 JY0606
 JY0606.The geoid height was determined by GEOID03.
 JY0606
 JY0606.The dynamic height is computed by dividing the NAVD 88
 JY0606.geopotential number by the normal gravity value computed on the
 JY0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0606.degrees latitude (g = 980.6199 gals.).
 JY0606
 JY0606.The modeled gravity was interpolated from observed gravity values.
 JY0606
 JY0606;                    North         East    Units  Estimated Accuracy
 JY0606;SPC OH S     -   116,960.      557,080.      MT  (+/- 180 meters Scaled)
 JY0606
 JY0606                          SUPERSEDED SURVEY CONTROL
 JY0606
 JY0606  NGVD 29 (??/??/92)  207.167  (m)          679.68   (f) ADJ UNCH    2 0
 JY0606
 JY0606.Superseded values are not recommended for survey control.
 JY0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0606.See file dsdata.txt to determine how the superseded data were derived.
 JY0606
 JY0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD272244(NAD 83)
 JY0606_MARKER: DB = BENCH MARK DISK
 JY0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0606_STAMPING: C 217 1958
 JY0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0606+STABILITY: SURFACE MOTION
 JY0606
 JY0606  HISTORY     - Date     Condition        Report By
 JY0606  HISTORY     - 1958     MONUMENTED       CGS
 JY0606
 JY0606                          STATION DESCRIPTION
 JY0606
 JY0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0606'3.2 MI SE FROM PIKETON.
 JY0606'ABOUT 1.45 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0606'FROM THE STATION AT PIKETON, THENCE ABOUT 1.75 MILES EAST ALONG
 JY0606'STATE HIGHWAY 124, AT A BLACK TOP ROAD CROSSING (ROAD SOUTH TO
 JY0606'ATOMIC PLANT), 67 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY,
 JY0606'76 FEET WEST OF CENTER LINE OF BLACK TOP ROAD NORTH, 2 1/2
 JY0606'FEET SOUTH OF THE FIRST POWER POLE NORTH OF HIGHWAY AND IS IN
 JY0606'LINE WITH ROW OF POLES, 2 FEET EAST OF A WHITE WOODEN WITNESS
 JY0606'POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF
 JY0606'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0559 ***********************************************************************
 JY0559  DESIGNATION -  C 218
 JY0559  PID         -  JY0559
 JY0559  STATE/COUNTY-  OH/ROSS
 JY0559  USGS QUAD   -  RICHMOND DALE (1992)
 JY0559
 JY0559                         *CURRENT SURVEY CONTROL
 JY0559  ___________________________________________________________________
 JY0559* NAD 83(1986)-  39 12 39.     (N)    082 48 32.     (W)     SCALED    
 JY0559* NAVD 88     -       178.656  (meters)     586.14   (feet)  ADJUSTED  
 JY0559  ___________________________________________________________________
 JY0559  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JY0559  DYNAMIC HT  -         178.547 (meters)     585.78  (feet)  COMP
 JY0559  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 JY0559
 JY0559  VERT ORDER  -  SECOND    CLASS 0
 JY0559
 JY0559.The horizontal coordinates were scaled from a topographic map and have
 JY0559.an estimated accuracy of +/- 6 seconds.
 JY0559
 JY0559.The orthometric height was determined by differential leveling
 JY0559.and adjusted by the National Geodetic Survey in June 1991..
 JY0559
 JY0559.The geoid height was determined by GEOID03.
 JY0559
 JY0559.The dynamic height is computed by dividing the NAVD 88
 JY0559.geopotential number by the normal gravity value computed on the
 JY0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0559.degrees latitude (g = 980.6199 gals.).
 JY0559
 JY0559.The modeled gravity was interpolated from observed gravity values.
 JY0559
 JY0559;                    North         East    Units  Estimated Accuracy
 JY0559;SPC OH S     -   134,460.      573,320.      MT  (+/- 180 meters Scaled)
 JY0559
 JY0559                          SUPERSEDED SURVEY CONTROL
 JY0559
 JY0559  NGVD 29 (??/??/92)  178.820  (m)          586.68   (f) ADJ UNCH    2 0
 JY0559
 JY0559.Superseded values are not recommended for survey control.
 JY0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0559.See file dsdata.txt to determine how the superseded data were derived.
 JY0559
 JY0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD438417(NAD 83)
 JY0559_MARKER: DB = BENCH MARK DISK
 JY0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0559_SP_SET: CULVERT
 JY0559_STAMPING: C 218 1958
 JY0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0559
 JY0559  HISTORY     - Date     Condition        Report By
 JY0559  HISTORY     - 1958     MONUMENTED       CGS
 JY0559
 JY0559                          STATION DESCRIPTION
 JY0559
 JY0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0559'0.8 MI NE FROM RICHMONDALE.
 JY0559'ABOUT 0.8 MILE NORTHEAST ALONG A BLACK TOP ROAD LEADING TO VIGO
 JY0559'FROM THE SOUTHEASTERN HIGH SCHOOL AT RICHMONDALE, ABOUT 0.6
 JY0559'MILE NORTHEAST OF A CONCRETE-BLOCK CHURCH BUILDING, ABOUT 0.25
 JY0559'MILE NORTHEAST OF A RAILROAD CROSSING, ABOUT 150 YARDS NORTHEAST
 JY0559'OF EAST CORNER OF CEMETERY, IN THE TOP OF THE WING WALL AT THE
 JY0559'NORTH CORNER OF A 4-FOOT CONCRETE BOX CULVERT, 16 FEET NORTHWEST
 JY0559'OF CENTER LINE OF ROAD, 216 FEET SOUTHWEST OF CENTER LINE OF A
 JY0559'DRIVE NORTHWEST TO A 1 1/2-STORY HOUSE AND 1 FOOT BELOW LEVEL
 JY0559'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0569 ***********************************************************************
 JY0569  DESIGNATION -  C 219
 JY0569  PID         -  JY0569
 JY0569  STATE/COUNTY-  OH/PIKE
 JY0569  USGS QUAD   -  BEAVER (1964)
 JY0569
 JY0569                         *CURRENT SURVEY CONTROL
 JY0569  ___________________________________________________________________
 JY0569* NAD 83(1986)-  39 07 22.     (N)    082 51 26.     (W)     SCALED    
 JY0569* NAVD 88     -       199.522  (meters)     654.60   (feet)  ADJUSTED  
 JY0569  ___________________________________________________________________
 JY0569  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JY0569  DYNAMIC HT  -         199.398 (meters)     654.19  (feet)  COMP
 JY0569  MODELED GRAV-     980,003.6   (mgal)                       NAVD 88
 JY0569
 JY0569  VERT ORDER  -  SECOND    CLASS 0
 JY0569
 JY0569.The horizontal coordinates were scaled from a topographic map and have
 JY0569.an estimated accuracy of +/- 6 seconds.
 JY0569
 JY0569.The orthometric height was determined by differential leveling
 JY0569.and adjusted by the National Geodetic Survey in June 1991..
 JY0569
 JY0569.The geoid height was determined by GEOID03.
 JY0569
 JY0569.The dynamic height is computed by dividing the NAVD 88
 JY0569.geopotential number by the normal gravity value computed on the
 JY0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0569.degrees latitude (g = 980.6199 gals.).
 JY0569
 JY0569.The modeled gravity was interpolated from observed gravity values.
 JY0569
 JY0569;                    North         East    Units  Estimated Accuracy
 JY0569;SPC OH S     -   124,700.      569,110.      MT  (+/- 180 meters Scaled)
 JY0569
 JY0569                          SUPERSEDED SURVEY CONTROL
 JY0569
 JY0569  NGVD 29 (??/??/92)  199.683  (m)          655.13   (f) ADJ UNCH    2 0
 JY0569
 JY0569.Superseded values are not recommended for survey control.
 JY0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0569.See file dsdata.txt to determine how the superseded data were derived.
 JY0569
 JY0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD394320(NAD 83)
 JY0569_MARKER: DB = BENCH MARK DISK
 JY0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0569_STAMPING: C 219 1958
 JY0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0569+STABILITY: SURFACE MOTION
 JY0569
 JY0569  HISTORY     - Date     Condition        Report By
 JY0569  HISTORY     - 1958     MONUMENTED       CGS
 JY0569  HISTORY     - 1976     GOOD             NGS
 JY0569
 JY0569                          STATION DESCRIPTION
 JY0569
 JY0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0569'5 MI SE FROM OMEGA.
 JY0569'ABOUT 5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 335 FROM THE CROSSING
 JY0569'OF THE NORFOLK AND WESTERN RAILWAY AT OMEGA, AT THE CROSSING OF
 JY0569'A POWER LINE AND AT JUNCTION OF A NARROW ROAD LEADING NORTH,
 JY0569'31 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 10 FEET WEST
 JY0569'OF CENTER LINE OF ROAD NORTH, 10 1/2 FEET NORTHEAST OF A POWER
 JY0569'POLE, 19 FEET NORTH OF NORTHWEST END OF AN 18-INCH PIPE CULVERT
 JY0569'UNDER ROAD NORTH, 2 FEET SOUTHWEST OF A CONCRETE WITNESS POST,
 JY0569'ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 JY0569'CONCRETE POST PROJECTING 5 INCHES.
 JY0569
 JY0569                          STATION RECOVERY (1976)
 JY0569
 JY0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0651 ***********************************************************************
 JY0651  DESIGNATION -  C 221
 JY0651  PID         -  JY0651
 JY0651  STATE/COUNTY-  OH/JACKSON
 JY0651  USGS QUAD   -  WELLSTON (1995)
 JY0651
 JY0651                         *CURRENT SURVEY CONTROL
 JY0651  ___________________________________________________________________
 JY0651* NAD 83(1986)-  39 06 40.     (N)    082 32 05.     (W)     SCALED    
 JY0651* NAVD 88     -       214.062  (meters)     702.30   (feet)  ADJUSTED  
 JY0651  ___________________________________________________________________
 JY0651  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JY0651  DYNAMIC HT  -         213.929 (meters)     701.87  (feet)  COMP
 JY0651  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 JY0651
 JY0651  VERT ORDER  -  SECOND    CLASS 0
 JY0651
 JY0651.The horizontal coordinates were scaled from a topographic map and have
 JY0651.an estimated accuracy of +/- 6 seconds.
 JY0651
 JY0651.The orthometric height was determined by differential leveling
 JY0651.and adjusted by the National Geodetic Survey in June 1991..
 JY0651
 JY0651.The geoid height was determined by GEOID03.
 JY0651
 JY0651.The dynamic height is computed by dividing the NAVD 88
 JY0651.geopotential number by the normal gravity value computed on the
 JY0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0651.degrees latitude (g = 980.6199 gals.).
 JY0651
 JY0651.The modeled gravity was interpolated from observed gravity values.
 JY0651
 JY0651;                    North         East    Units  Estimated Accuracy
 JY0651;SPC OH S     -   123,350.      597,000.      MT  (+/- 180 meters Scaled)
 JY0651
 JY0651                          SUPERSEDED SURVEY CONTROL
 JY0651
 JY0651  NGVD 29 (??/??/92)  214.236  (m)          702.87   (f) ADJ UNCH    2 0
 JY0651
 JY0651.Superseded values are not recommended for survey control.
 JY0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0651.See file dsdata.txt to determine how the superseded data were derived.
 JY0651
 JY0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD673302(NAD 83)
 JY0651_MARKER: DB = BENCH MARK DISK
 JY0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0651_SP_SET: CONCRETE BLOCK SIGN SUPPORT
 JY0651_STAMPING: C 221 1958
 JY0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0651
 JY0651  HISTORY     - Date     Condition        Report By
 JY0651  HISTORY     - 1958     MONUMENTED       CGS
 JY0651  HISTORY     - 1976     GOOD             NGS
 JY0651
 JY0651                          STATION DESCRIPTION
 JY0651
 JY0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0651'0.8 MI S FROM WELLSTON.
 JY0651'ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAYS 75 AND 327 FROM THE
 JY0651'FIRST BAPTIST CHURCH AT WELLSTON, AT THE SOUTH JUNCTION OF
 JY0651'HIGHWAYS 75 AND 327, AT A TEXACO SERVICE STATION, IN THE TOP
 JY0651'OF A 4-FOOT SQUARE CONCRETE BLOCK SUPPORTING THE TEXACO SIGN,
 JY0651'7 FEET WEST OF WEST CURB LINE OF PENNSYLVANIA AVENUE, 6 FEET
 JY0651'SOUTH OF SOUTH CURB LINE OF EAST 13TH STREET AND ABOUT 1 FOOT
 JY0651'ABOVE LEVEL OF JUNCTION.
 JY0651
 JY0651                          STATION RECOVERY (1976)
 JY0651
 JY0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0651'STATE HIGHWAYS ARE NOW 93 AND 327 TEXICO SERVICE STATION IS NOW
 JY0651'CERTIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0383 ***********************************************************************
 HY0383  DESIGNATION -  C 222
 HY0383  PID         -  HY0383
 HY0383  STATE/COUNTY-  OH/GALLIA
 HY0383  USGS QUAD   -  RIO GRANDE (1975)
 HY0383
 HY0383                         *CURRENT SURVEY CONTROL
 HY0383  ___________________________________________________________________
 HY0383* NAD 83(1986)-  38 58 43.     (N)    082 23 33.     (W)     SCALED    
 HY0383* NAVD 88     -       195.167  (meters)     640.31   (feet)  ADJUSTED  
 HY0383  ___________________________________________________________________
 HY0383  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HY0383  DYNAMIC HT  -         195.043 (meters)     639.90  (feet)  COMP
 HY0383  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 HY0383
 HY0383  VERT ORDER  -  SECOND    CLASS 0
 HY0383
 HY0383.The horizontal coordinates were scaled from a topographic map and have
 HY0383.an estimated accuracy of +/- 6 seconds.
 HY0383
 HY0383.The orthometric height was determined by differential leveling
 HY0383.and adjusted by the National Geodetic Survey in June 1991..
 HY0383
 HY0383.The geoid height was determined by GEOID03.
 HY0383
 HY0383.The dynamic height is computed by dividing the NAVD 88
 HY0383.geopotential number by the normal gravity value computed on the
 HY0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0383.degrees latitude (g = 980.6199 gals.).
 HY0383
 HY0383.The modeled gravity was interpolated from observed gravity values.
 HY0383
 HY0383;                    North         East    Units  Estimated Accuracy
 HY0383;SPC OH S     -   108,640.      609,320.      MT  (+/- 180 meters Scaled)
 HY0383
 HY0383                          SUPERSEDED SURVEY CONTROL
 HY0383
 HY0383  NGVD 29 (??/??/92)  195.345  (m)          640.89   (f) ADJ UNCH    2 0
 HY0383
 HY0383.Superseded values are not recommended for survey control.
 HY0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0383.See file dsdata.txt to determine how the superseded data were derived.
 HY0383
 HY0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD793153(NAD 83)
 HY0383_MARKER: DB = BENCH MARK DISK
 HY0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0383_STAMPING: C 222 1958
 HY0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0383+STABILITY: SURFACE MOTION
 HY0383
 HY0383  HISTORY     - Date     Condition        Report By
 HY0383  HISTORY     - 1958     MONUMENTED       CGS
 HY0383
 HY0383                          STATION DESCRIPTION
 HY0383
 HY0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0383'9.6 MI E FROM RIDGELAND.
 HY0383'ABOUT 7.85 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 HY0383'STATE HIGHWAY 327 AT RIDGELAND, THENCE ABOUT 1.7 MILES SOUTHEAST
 HY0383'ALONG A NARROW GRAVEL ROAD, ABOUT 0.6 MILE NORTHWEST OF AN
 HY0383'EAST-WEST GRAVEL CROSSROAD, ABOUT 0.15 MILE NORTHWEST OF JUNCTION
 HY0383'OF A ROAD LEADING NORTHEAST AND EAST, ON THE OUTSIDE OF A CURVE,
 HY0383'NEAR THE FOOT OF A GRADE, 16 1/2 FEET NORTHEAST OF CENTER LINE
 HY0383'OF ROAD, 17 1/2 FEET EAST OF THE NORTH END OF A 24-INCH PIPE
 HY0383'CULVERT UNDER ROAD, 24 FEET SOUTHEAST OF AN 18-INCH ASH TREE,
 HY0383'2 1/2 FEET WEST OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW LEVEL
 HY0383'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0348 ***********************************************************************
 JY0348  DESIGNATION -  C 223
 JY0348  PID         -  JY0348
 JY0348  STATE/COUNTY-  OH/MEIGS
 JY0348  USGS QUAD   -  RUTLAND (1995)
 JY0348
 JY0348                         *CURRENT SURVEY CONTROL
 JY0348  ___________________________________________________________________
 JY0348* NAD 83(1986)-  39 02 53.     (N)    082 13 07.     (W)     SCALED    
 JY0348* NAVD 88     -       185.312  (meters)     607.98   (feet)  ADJUSTED  
 JY0348  ___________________________________________________________________
 JY0348  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JY0348  DYNAMIC HT  -         185.195 (meters)     607.59  (feet)  COMP
 JY0348  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JY0348
 JY0348  VERT ORDER  -  SECOND    CLASS 0
 JY0348
 JY0348.The horizontal coordinates were scaled from a topographic map and have
 JY0348.an estimated accuracy of +/- 6 seconds.
 JY0348
 JY0348.The orthometric height was determined by differential leveling
 JY0348.and adjusted by the National Geodetic Survey in June 1991..
 JY0348
 JY0348.The geoid height was determined by GEOID03.
 JY0348
 JY0348.The dynamic height is computed by dividing the NAVD 88
 JY0348.geopotential number by the normal gravity value computed on the
 JY0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0348.degrees latitude (g = 980.6199 gals.).
 JY0348
 JY0348.The modeled gravity was interpolated from observed gravity values.
 JY0348
 JY0348;                    North         East    Units  Estimated Accuracy
 JY0348;SPC OH S     -   116,390.      624,360.      MT  (+/- 180 meters Scaled)
 JY0348
 JY0348                          SUPERSEDED SURVEY CONTROL
 JY0348
 JY0348  NGVD 29 (??/??/92)  185.500  (m)          608.59   (f) ADJ UNCH    2 0
 JY0348
 JY0348.Superseded values are not recommended for survey control.
 JY0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0348.See file dsdata.txt to determine how the superseded data were derived.
 JY0348
 JY0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD945228(NAD 83)
 JY0348_MARKER: DB = BENCH MARK DISK
 JY0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0348_SP_SET: PIER
 JY0348_STAMPING: C 223 1958
 JY0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0348
 JY0348  HISTORY     - Date     Condition        Report By
 JY0348  HISTORY     - 1958     MONUMENTED       CGS
 JY0348
 JY0348                          STATION DESCRIPTION
 JY0348
 JY0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0348'2.3 MI W FROM LANGSVILLE.
 JY0348'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 124 FROM THE BRIDGE
 JY0348'OVER LEADING CREEK AT LANGSVILLE, 0.65 MILE NORTHWEST OF THE
 JY0348'JUNCTION OF STATE HIGHWAY 325 LEADING SOUTHWEST, IN THE TOP OF
 JY0348'THE SOUTH END OF THE CENTER PIER OF A SKEW 55 FOOT CONCRETE
 JY0348'BRIDGE OVER MALLOONS RUN, 17 FEET SOUTHWEST OF THE CENTER LINE
 JY0348'OF THE HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0362 ***********************************************************************
 JY0362  DESIGNATION -  C 224
 JY0362  PID         -  JY0362
 JY0362  STATE/COUNTY-  OH/MEIGS
 JY0362  USGS QUAD   -  RUTLAND (1995)
 JY0362
 JY0362                         *CURRENT SURVEY CONTROL
 JY0362  ___________________________________________________________________
 JY0362* NAD 83(1986)-  39 03 52.     (N)    082 11 56.     (W)     SCALED    
 JY0362* NAVD 88     -       178.231  (meters)     584.75   (feet)  ADJUSTED  
 JY0362  ___________________________________________________________________
 JY0362  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JY0362  DYNAMIC HT  -         178.119 (meters)     584.38  (feet)  COMP
 JY0362  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 JY0362
 JY0362  VERT ORDER  -  SECOND    CLASS 0
 JY0362
 JY0362.The horizontal coordinates were scaled from a topographic map and have
 JY0362.an estimated accuracy of +/- 6 seconds.
 JY0362
 JY0362.The orthometric height was determined by differential leveling
 JY0362.and adjusted by the National Geodetic Survey in June 1991..
 JY0362
 JY0362.The geoid height was determined by GEOID03.
 JY0362
 JY0362.The dynamic height is computed by dividing the NAVD 88
 JY0362.geopotential number by the normal gravity value computed on the
 JY0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0362.degrees latitude (g = 980.6199 gals.).
 JY0362
 JY0362.The modeled gravity was interpolated from observed gravity values.
 JY0362
 JY0362;                    North         East    Units  Estimated Accuracy
 JY0362;SPC OH S     -   118,210.      626,060.      MT  (+/- 180 meters Scaled)
 JY0362
 JY0362                          SUPERSEDED SURVEY CONTROL
 JY0362
 JY0362  NGVD 29 (??/??/92)  178.422  (m)          585.37   (f) ADJ UNCH    2 0
 JY0362
 JY0362.Superseded values are not recommended for survey control.
 JY0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0362.See file dsdata.txt to determine how the superseded data were derived.
 JY0362
 JY0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD962246(NAD 83)
 JY0362_MARKER: DB = BENCH MARK DISK
 JY0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0362_SP_SET: BRIDGE
 JY0362_STAMPING: C 224 1958
 JY0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0362
 JY0362  HISTORY     - Date     Condition        Report By
 JY0362  HISTORY     - 1958     MONUMENTED       CGS
 JY0362
 JY0362                          STATION DESCRIPTION
 JY0362
 JY0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0362'2.2 MI SE FROM DEXTER.
 JY0362'ABOUT 2.2 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO
 JY0362'LANGSVILLE FROM THE POST OFFICE AT DEXTER, ABOUT 2.15 MILES
 JY0362'NORTHWEST ALONG A GRAVEL ROAD LEADING TO DEXTER FROM THE JUNCTION
 JY0362'OF STATE HIGHWAY 124 AT LANGSVILLE, IN THE TOP OF THE NORTH END
 JY0362'OF RAIL FOOTING OF WEST CONCRETE BANISTER OF A 10-FOOT CONCRETE
 JY0362'BRIDGE OVER A CREEK BRANCH, 15 FEET WEST OF CENTER LINE OF ROAD,
 JY0362'0.2 FOOT WEST OF BANISTER, 2 FEET SOUTH OF NORTH END OF RAIL
 JY0362'FOOTING AND 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0230 ***********************************************************************
 JY0230  DESIGNATION -  C 225
 JY0230  PID         -  JY0230
 JY0230  STATE/COUNTY-  OH/MEIGS
 JY0230  USGS QUAD   -  POMEROY (1992)
 JY0230
 JY0230                         *CURRENT SURVEY CONTROL
 JY0230  ___________________________________________________________________
 JY0230* NAD 83(1986)-  39 01 45.     (N)    082 01 41.     (W)     SCALED    
 JY0230* NAVD 88     -       174.696  (meters)     573.15   (feet)  ADJUSTED  
 JY0230  ___________________________________________________________________
 JY0230  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JY0230  DYNAMIC HT  -         174.586 (meters)     572.79  (feet)  COMP
 JY0230  MODELED GRAV-     979,999.0   (mgal)                       NAVD 88
 JY0230
 JY0230  VERT ORDER  -  SECOND    CLASS 0
 JY0230
 JY0230.The horizontal coordinates were scaled from a topographic map and have
 JY0230.an estimated accuracy of +/- 6 seconds.
 JY0230
 JY0230.The orthometric height was determined by differential leveling
 JY0230.and adjusted by the National Geodetic Survey in June 1991..
 JY0230
 JY0230.The geoid height was determined by GEOID03.
 JY0230
 JY0230.The dynamic height is computed by dividing the NAVD 88
 JY0230.geopotential number by the normal gravity value computed on the
 JY0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0230.degrees latitude (g = 980.6199 gals.).
 JY0230
 JY0230.The modeled gravity was interpolated from observed gravity values.
 JY0230
 JY0230;                    North         East    Units  Estimated Accuracy
 JY0230;SPC OH S     -   114,360.      640,860.      MT  (+/- 180 meters Scaled)
 JY0230
 JY0230                          SUPERSEDED SURVEY CONTROL
 JY0230
 JY0230  NGVD 29 (??/??/92)  174.909  (m)          573.85   (f) ADJ UNCH    2 0
 JY0230
 JY0230.Superseded values are not recommended for survey control.
 JY0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0230.See file dsdata.txt to determine how the superseded data were derived.
 JY0230
 JY0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD110205(NAD 83)
 JY0230_MARKER: DB = BENCH MARK DISK
 JY0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0230_SP_SET: BUILDING
 JY0230_STAMPING: C 225 1958
 JY0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0230
 JY0230  HISTORY     - Date     Condition        Report By
 JY0230  HISTORY     - 1958     MONUMENTED       CGS
 JY0230  HISTORY     - 1976     GOOD             NGS
 JY0230
 JY0230                          STATION DESCRIPTION
 JY0230
 JY0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0230'AT POMEROY.
 JY0230'AT POMEROY, 0.35 MILE EAST ALONG U.S. HIGHWAY 33 FROM THE COURT
 JY0230'HOUSE, AT POMEROY HIGH SCHOOL, SET VERTICALLY IN THE EAST FACE
 JY0230'OF BRICK BUILDING, 1 1/2 FEET ABOVE THE GROUND, 1 1/2 FEET
 JY0230'SOUTHEAST OF THE NORTH CORNER OF THE BUILDING, AND 92 FEET
 JY0230'NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY.
 JY0230
 JY0230                          STATION RECOVERY (1976)
 JY0230
 JY0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1244 ***********************************************************************
 HY1244  DESIGNATION -  C 226
 HY1244  PID         -  HY1244
 HY1244  STATE/COUNTY-  OH/JACKSON
 HY1244  USGS QUAD   -  PETERSBURG (1983)
 HY1244
 HY1244                         *CURRENT SURVEY CONTROL
 HY1244  ___________________________________________________________________
 HY1244* NAD 83(1986)-  38 54 12.     (N)    082 42 55.     (W)     SCALED    
 HY1244* NAVD 88     -       196.155  (meters)     643.55   (feet)  ADJUSTED  
 HY1244  ___________________________________________________________________
 HY1244  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 HY1244  DYNAMIC HT  -         196.030 (meters)     643.14  (feet)  COMP
 HY1244  MODELED GRAV-     979,984.4   (mgal)                       NAVD 88
 HY1244
 HY1244  VERT ORDER  -  SECOND    CLASS 0
 HY1244
 HY1244.The horizontal coordinates were scaled from a topographic map and have
 HY1244.an estimated accuracy of +/- 6 seconds.
 HY1244
 HY1244.The orthometric height was determined by differential leveling
 HY1244.and adjusted by the National Geodetic Survey in June 1991..
 HY1244
 HY1244.The geoid height was determined by GEOID03.
 HY1244
 HY1244.The dynamic height is computed by dividing the NAVD 88
 HY1244.geopotential number by the normal gravity value computed on the
 HY1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1244.degrees latitude (g = 980.6199 gals.).
 HY1244
 HY1244.The modeled gravity was interpolated from observed gravity values.
 HY1244
 HY1244;                    North         East    Units  Estimated Accuracy
 HY1244;SPC OH S     -   100,310.      581,330.      MT  (+/- 180 meters Scaled)
 HY1244
 HY1244                          SUPERSEDED SURVEY CONTROL
 HY1244
 HY1244  NGVD 29 (??/??/92)  196.324  (m)          644.11   (f) ADJ UNCH    2 0
 HY1244
 HY1244.Superseded values are not recommended for survey control.
 HY1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1244.See file dsdata.txt to determine how the superseded data were derived.
 HY1244
 HY1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD512074(NAD 83)
 HY1244_MARKER: DB = BENCH MARK DISK
 HY1244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1244_SP_SET: BRIDGE
 HY1244_STAMPING: C 226 1958
 HY1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1244
 HY1244  HISTORY     - Date     Condition        Report By
 HY1244  HISTORY     - 1958     MONUMENTED       CGS
 HY1244
 HY1244                          STATION DESCRIPTION
 HY1244
 HY1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1244'8.3 MI N FROM SOUTH WEBSTER.
 HY1244'ABOUT 4.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE
 HY1244'BALTIMORE AND OHIO RAILROAD STATION AT SOUTH WEBSTER, THENCE
 HY1244'ABOUT 1.55 MILES NORTHWEST ALONG STATE HIGHWAY 279, THENCE
 HY1244'ABOUT 2.35 MILES NORTHEAST ALONG STATE HIGHWAY 138 ABOUT 0.45
 HY1244'MILE SOUTHWEST OF HAMILTON LOCAL SCHOOL, ON THE OUTISDE OF A
 HY1244'CURVE WITH TANGENTS EXTENDING WEST AND NORTHWEST, IN THE TOP OF
 HY1244'THE WING WALL AT SOUTHEAST CORNER OF A 15-FOOT CONCRETE BRIDGE
 HY1244'OVER A SMALL STREAM THAT PASSES BETWEEN A LARGE TWO-STORY
 HY1244'WHITE HOUSE AND A WHITE BARN, 18 FEET SOUTH OF CENTER LINE OF
 HY1244'HIGHWAY, 1 1/2 FEET SOUTHWEST OF SOUTHEAST CORNER OF SOUTH GUARD
 HY1244'RAIL AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1276 ***********************************************************************
 HY1276  DESIGNATION -  C 227
 HY1276  PID         -  HY1276
 HY1276  STATE/COUNTY-  OH/JACKSON
 HY1276  USGS QUAD   -  STOCKDALE (1983)
 HY1276
 HY1276                         *CURRENT SURVEY CONTROL
 HY1276  ___________________________________________________________________
 HY1276* NAD 83(1986)-  38 58 41.     (N)    082 46 26.     (W)     SCALED    
 HY1276* NAVD 88     -       205.253  (meters)     673.40   (feet)  ADJUSTED  
 HY1276  ___________________________________________________________________
 HY1276  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HY1276  DYNAMIC HT  -         205.122 (meters)     672.97  (feet)  COMP
 HY1276  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 HY1276
 HY1276  VERT ORDER  -  SECOND    CLASS 0
 HY1276
 HY1276.The horizontal coordinates were scaled from a topographic map and have
 HY1276.an estimated accuracy of +/- 6 seconds.
 HY1276
 HY1276.The orthometric height was determined by differential leveling
 HY1276.and adjusted by the National Geodetic Survey in June 1991..
 HY1276
 HY1276.The geoid height was determined by GEOID03.
 HY1276
 HY1276.The dynamic height is computed by dividing the NAVD 88
 HY1276.geopotential number by the normal gravity value computed on the
 HY1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1276.degrees latitude (g = 980.6199 gals.).
 HY1276
 HY1276.The modeled gravity was interpolated from observed gravity values.
 HY1276
 HY1276;                    North         East    Units  Estimated Accuracy
 HY1276;SPC OH S     -   108,610.      576,270.      MT  (+/- 180 meters Scaled)
 HY1276
 HY1276                          SUPERSEDED SURVEY CONTROL
 HY1276
 HY1276  NGVD 29 (??/??/92)  205.421  (m)          673.95   (f) ADJ UNCH    2 0
 HY1276
 HY1276.Superseded values are not recommended for survey control.
 HY1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1276.See file dsdata.txt to determine how the superseded data were derived.
 HY1276
 HY1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD463158(NAD 83)
 HY1276_MARKER: DB = BENCH MARK DISK
 HY1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1276_STAMPING: C 227 1958
 HY1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1276+STABILITY: SURFACE MOTION
 HY1276
 HY1276  HISTORY     - Date     Condition        Report By
 HY1276  HISTORY     - 1958     MONUMENTED       CGS
 HY1276
 HY1276                          STATION DESCRIPTION
 HY1276
 HY1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1276'6 MI SE FROM BEAVER.
 HY1276'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 124 FROM THE SCHOOL
 HY1276'AT BEAVER, THENCE ABOUT 3.75 MILES SOUTH ALONG A BLACK-TOP
 HY1276'ROAD, AT THE CROSSING OF STATE HIGHWAY 776, ABOUT 0.3 MILE NORTH
 HY1276'OF A CHURCH AND CEMETERY, 21 FEET NORTHEAST OF CENTER LINE OF
 HY1276'ROAD SOUTHEAST, 30 FEET SOUTHEAST OF CENTER LINE OF HIGWHAY,
 HY1276'43 FEET EAST OF CENTER OF CROSSING, 2 1/2 FEET NORTH-NORTHEAST
 HY1276'OF A POWER POLE, 4 1/2 FEET NORTH-NORTHEAST OF A FENCE CORNER,
 HY1276'2 FEET NORTHWEST OF A FENCE LINE, 2 1/2 FEET SOUTHWEST OF A
 HY1276'STEEL WITNESS POST, ABOUT LEVEL WITH INTERSECTION AND SET IN THE
 HY1276'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0674 ***********************************************************************
 JY0674  DESIGNATION -  C 228
 JY0674  PID         -  JY0674
 JY0674  STATE/COUNTY-  OH/JACKSON
 JY0674  USGS QUAD   -  JACKSON (1995)
 JY0674
 JY0674                         *CURRENT SURVEY CONTROL
 JY0674  ___________________________________________________________________
 JY0674* NAD 83(1986)-  39 02 50.     (N)    082 37 54.     (W)     SCALED    
 JY0674* NAVD 88     -       200.004  (meters)     656.18   (feet)  ADJUSTED  
 JY0674  ___________________________________________________________________
 JY0674  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JY0674  DYNAMIC HT  -         199.878 (meters)     655.77  (feet)  COMP
 JY0674  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JY0674
 JY0674  VERT ORDER  -  SECOND    CLASS 0
 JY0674
 JY0674.The horizontal coordinates were scaled from a topographic map and have
 JY0674.an estimated accuracy of +/- 6 seconds.
 JY0674
 JY0674.The orthometric height was determined by differential leveling
 JY0674.and adjusted by the National Geodetic Survey in June 1991..
 JY0674
 JY0674.The geoid height was determined by GEOID03.
 JY0674
 JY0674.The dynamic height is computed by dividing the NAVD 88
 JY0674.geopotential number by the normal gravity value computed on the
 JY0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0674.degrees latitude (g = 980.6199 gals.).
 JY0674
 JY0674.The modeled gravity was interpolated from observed gravity values.
 JY0674
 JY0674;                    North         East    Units  Estimated Accuracy
 JY0674;SPC OH S     -   116,260.      588,600.      MT  (+/- 180 meters Scaled)
 JY0674
 JY0674                          SUPERSEDED SURVEY CONTROL
 JY0674
 JY0674  NGVD 29 (??/??/92)  200.167  (m)          656.71   (f) ADJ UNCH    2 0
 JY0674
 JY0674.Superseded values are not recommended for survey control.
 JY0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0674.See file dsdata.txt to determine how the superseded data were derived.
 JY0674
 JY0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD588232(NAD 83)
 JY0674_MARKER: DB = BENCH MARK DISK
 JY0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0674_SP_SET: ABUTMENT
 JY0674_STAMPING: C 228 1958
 JY0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY0674+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 JY0674
 JY0674  HISTORY     - Date     Condition        Report By
 JY0674  HISTORY     - 1958     MONUMENTED       CGS
 JY0674  HISTORY     - 1976     GOOD             NGS
 JY0674  HISTORY     - 20050311 GOOD             INDIV
 JY0674  HISTORY     - 20060129 GOOD             GEOCAC
 JY0674
 JY0674                          STATION DESCRIPTION
 JY0674
 JY0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0674'AT JACKSON.
 JY0674'AT JACKSON, ABOUT 0.25 MILE SOUTHEAST ALONG STATE HIGHWAY 75
 JY0674'FROM THE POST OFFICE, IN THE TOP OF THE EAST END OF SOUTH
 JY0674'ABUTMENT OF A 30-FOOT CONCRETE BRIDGE OVER MC DOLLS RUN, 30
 JY0674'FEET EAST OF CENTER LINE OF HIGHWAY, 1 FOOT WEST OF EAST END OF
 JY0674'TOP STEP OF ABUTMENT AND ABOUT LEVEL WITH HIGHWAY.
 JY0674
 JY0674                          STATION RECOVERY (1976)
 JY0674
 JY0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0674'RECOVERED IN GOOD CONDITION.
 JY0674
 JY0674                          STATION RECOVERY (2005)
 JY0674
 JY0674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAE)
 JY0674'RECOVERED AS DESCRIBED
 JY0674
 JY0674                          STATION RECOVERY (2006)
 JY0674
 JY0674'RECOVERY NOTE BY GEOCACHING 2006 (SC)
 JY0674'WAAS CORRECTED NAD83 HANDHELD GPS COORDINATES 39 02 50.6 N  82 37 53.5
 JY0674'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0310 ***********************************************************************
 JY0310  DESIGNATION -  C 229
 JY0310  PID         -  JY0310
 JY0310  STATE/COUNTY-  OH/MEIGS
 JY0310  USGS QUAD   -  ALBANY (1995)
 JY0310
 JY0310                         *CURRENT SURVEY CONTROL
 JY0310  ___________________________________________________________________
 JY0310* NAD 83(1986)-  39 10 58.     (N)    082 08 51.     (W)     SCALED    
 JY0310* NAVD 88     -       233.496  (meters)     766.06   (feet)  ADJUSTED  
 JY0310  ___________________________________________________________________
 JY0310  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY0310  DYNAMIC HT  -         233.350 (meters)     765.58  (feet)  COMP
 JY0310  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JY0310
 JY0310  VERT ORDER  -  SECOND    CLASS 0
 JY0310
 JY0310.The horizontal coordinates were scaled from a topographic map and have
 JY0310.an estimated accuracy of +/- 6 seconds.
 JY0310
 JY0310.The orthometric height was determined by differential leveling
 JY0310.and adjusted by the National Geodetic Survey in June 1991..
 JY0310
 JY0310.The geoid height was determined by GEOID03.
 JY0310
 JY0310.The dynamic height is computed by dividing the NAVD 88
 JY0310.geopotential number by the normal gravity value computed on the
 JY0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0310.degrees latitude (g = 980.6199 gals.).
 JY0310
 JY0310.The modeled gravity was interpolated from observed gravity values.
 JY0310
 JY0310;                    North         East    Units  Estimated Accuracy
 JY0310;SPC OH S     -   131,360.      630,460.      MT  (+/- 180 meters Scaled)
 JY0310
 JY0310                          SUPERSEDED SURVEY CONTROL
 JY0310
 JY0310  NGVD 29 (??/??/92)  233.682  (m)          766.67   (f) ADJ UNCH    2 0
 JY0310
 JY0310.Superseded values are not recommended for survey control.
 JY0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0310.See file dsdata.txt to determine how the superseded data were derived.
 JY0310
 JY0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD008376(NAD 83)
 JY0310_MARKER: DB = BENCH MARK DISK
 JY0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0310_STAMPING: C 229 1958
 JY0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0310+STABILITY: SURFACE MOTION
 JY0310
 JY0310  HISTORY     - Date     Condition        Report By
 JY0310  HISTORY     - 1958     MONUMENTED       CGS
 JY0310
 JY0310                          STATION DESCRIPTION
 JY0310
 JY0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0310'5 MI SE FROM ALBANY.
 JY0310'ABOUT 4.95 MILES SOUTHEAST ALONG STATE HIGHWAY 680 FROM THE JUNCTION
 JY0310'OF U.S. HIGHWAY 50 AT ALBANY, AT THE JUNCTION OF A GRAVEL ROAD WEST,
 JY0310'169 FEET WEST-SOUTHWEST OF CENTER LINE OF HIGHWAY, 149 FEET
 JY0310'WEST-SOUTHWEST OF CENTER OF WEST END OF A 6-FOOT CORRUGATED PIPE
 JY0310'CULVERT UNDER HIGHWAY, 17 FEET SOUTH OF CENTER LINE OF ROAD WEST,
 JY0310'1 FOOT NORTH OF A WIRE FENCE 2 FEET NORTHEAST OF A METAL WITNESS
 JY0310'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1496 ***********************************************************************
 KZ1496  DESIGNATION -  C 23
 KZ1496  PID         -  KZ1496
 KZ1496  STATE/COUNTY-  OH/WYANDOT
 KZ1496  USGS QUAD   -  MEEKER (1984)
 KZ1496
 KZ1496                         *CURRENT SURVEY CONTROL
 KZ1496  ___________________________________________________________________
 KZ1496* NAD 83(1986)-  40 44 24.     (N)    083 15 06.     (W)     SCALED    
 KZ1496* NAVD 88     -       275.269  (meters)     903.11   (feet)  ADJUSTED  
 KZ1496  ___________________________________________________________________
 KZ1496  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 KZ1496  DYNAMIC HT  -         275.133 (meters)     902.67  (feet)  COMP
 KZ1496  MODELED GRAV-     980,125.9   (mgal)                       NAVD 88
 KZ1496
 KZ1496  VERT ORDER  -  SECOND    CLASS 0
 KZ1496
 KZ1496.The horizontal coordinates were scaled from a topographic map and have
 KZ1496.an estimated accuracy of +/- 6 seconds.
 KZ1496
 KZ1496.The orthometric height was determined by differential leveling
 KZ1496.and adjusted by the National Geodetic Survey in June 1991..
 KZ1496
 KZ1496.The geoid height was determined by GEOID03.
 KZ1496
 KZ1496.The dynamic height is computed by dividing the NAVD 88
 KZ1496.geopotential number by the normal gravity value computed on the
 KZ1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1496.degrees latitude (g = 980.6199 gals.).
 KZ1496
 KZ1496.The modeled gravity was interpolated from observed gravity values.
 KZ1496
 KZ1496;                    North         East    Units  Estimated Accuracy
 KZ1496;SPC OH N     -   119,460.      536,510.      MT  (+/- 180 meters Scaled)
 KZ1496
 KZ1496                          SUPERSEDED SURVEY CONTROL
 KZ1496
 KZ1496  NGVD 29 (??/??/92)  275.404  (m)          903.55   (f) ADJ UNCH    2 0
 KZ1496
 KZ1496.Superseded values are not recommended for survey control.
 KZ1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1496.See file dsdata.txt to determine how the superseded data were derived.
 KZ1496
 KZ1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF098123(NAD 83)
 KZ1496_MARKER: DB = BENCH MARK DISK
 KZ1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1496_STAMPING: C 23 1934
 KZ1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1496+STABILITY: SURFACE MOTION
 KZ1496
 KZ1496  HISTORY     - Date     Condition        Report By
 KZ1496  HISTORY     - 1934     MONUMENTED       CGS
 KZ1496  HISTORY     - 1936     GOOD             NGS
 KZ1496
 KZ1496                          STATION DESCRIPTION
 KZ1496
 KZ1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1496'AT HARPSTER.
 KZ1496'AT HARPSTER, WYANDOT COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 KZ1496'135 YARDS NORTH OF THE STATION, 25 FEET EAST OF THE EAST RAIL,
 KZ1496'4.6 FEET SOUTH OF A TELEGRAPH POLE, AND ABOUT 2 FEET LOWER THAN
 KZ1496'THE TRACK.  A STANDARD DISK, STAMPED C 23 1934 AND SET IN THE TOP
 KZ1496'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1354 ***********************************************************************
 JX1354  DESIGNATION -  C 231
 JX1354  PID         -  JX1354
 JX1354  STATE/COUNTY-  OH/ATHENS
 JX1354  USGS QUAD   -  COOLVILLE (1994)
 JX1354
 JX1354                         *CURRENT SURVEY CONTROL
 JX1354  ___________________________________________________________________
 JX1354* NAD 83(1986)-  39 12 57.     (N)    081 51 22.     (W)     SCALED    
 JX1354* NAVD 88     -       204.244  (meters)     670.09   (feet)  ADJUSTED  
 JX1354  ___________________________________________________________________
 JX1354  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JX1354  DYNAMIC HT  -         204.115 (meters)     669.67  (feet)  COMP
 JX1354  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 JX1354
 JX1354  VERT ORDER  -  SECOND    CLASS 0
 JX1354
 JX1354.The horizontal coordinates were scaled from a topographic map and have
 JX1354.an estimated accuracy of +/- 6 seconds.
 JX1354
 JX1354.The orthometric height was determined by differential leveling
 JX1354.and adjusted by the National Geodetic Survey in June 1991..
 JX1354
 JX1354.The geoid height was determined by GEOID03.
 JX1354
 JX1354.The dynamic height is computed by dividing the NAVD 88
 JX1354.geopotential number by the normal gravity value computed on the
 JX1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1354.degrees latitude (g = 980.6199 gals.).
 JX1354
 JX1354.The modeled gravity was interpolated from observed gravity values.
 JX1354
 JX1354;                    North         East    Units  Estimated Accuracy
 JX1354;SPC OH S     -   135,170.      655,600.      MT  (+/- 180 meters Scaled)
 JX1354
 JX1354                          SUPERSEDED SURVEY CONTROL
 JX1354
 JX1354  NGVD 29 (??/??/92)  204.418  (m)          670.66   (f) ADJ UNCH    2 0
 JX1354
 JX1354.Superseded values are not recommended for survey control.
 JX1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1354.See file dsdata.txt to determine how the superseded data were derived.
 JX1354
 JX1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD260410(NAD 83)
 JX1354_MARKER: DB = BENCH MARK DISK
 JX1354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1354_SP_SET: CULVERT
 JX1354_STAMPING: C 231 1958
 JX1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1354
 JX1354  HISTORY     - Date     Condition        Report By
 JX1354  HISTORY     - 1958     MONUMENTED       CGS
 JX1354  HISTORY     - 1988     GOOD             USPSQD
 JX1354  HISTORY     - 19980902 MARK NOT FOUND   USPSQD
 JX1354
 JX1354                          STATION DESCRIPTION
 JX1354
 JX1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1354'3.7 MI W FROM COOLVILLE.
 JX1354'ABOUT 1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE TROY
 JX1354'TOWNSHIP SCHOOL AT COOLVILLE, THENCE 2.4 MILES WEST ALONG U.S.
 JX1354'HIGHWAY 50, 217 YARDS EAST OF CROSSING OF A POWER TRANSMISSION
 JX1354'LINE, 49 FEET NORTH OF CENTER LINE OF HIGHWAY, 45 YARDS EAST OF
 JX1354'DRIVE NORTH AND DOWNHILL TO A SMALL FARMHOUSE, 30 FEET NORTH OF A
 JX1354'GUARDRAIL, IN TOP OF THE EAST END OF THE NORTH HEAD WALL OF A
 JX1354'9-FOOT SKEW CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND ABOUT 9
 JX1354'FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK MAY BE
 JX1354'REACHED BY 7.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JX1354'OVERPASS OVER THE BALTIMORE AND OHIO RAILROAD AT GUYSVILLE.
 JX1354
 JX1354                          STATION RECOVERY (1988)
 JX1354
 JX1354'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1354'RECOVERED IN GOOD CONDITION.
 JX1354
 JX1354                          STATION RECOVERY (1998)
 JX1354
 JX1354'RECOVERY NOTE BY US POWER SQUADRON 1998
 JX1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0237 ***********************************************************************
 JY0237  DESIGNATION -  C 232
 JY0237  PID         -  JY0237
 JY0237  STATE/COUNTY-  OH/MEIGS
 JY0237  USGS QUAD   -  POMEROY (1992)
 JY0237
 JY0237                         *CURRENT SURVEY CONTROL
 JY0237  ___________________________________________________________________
 JY0237* NAD 83(1986)-  39 06 42.     (N)    082 00 22.     (W)     SCALED    
 JY0237* NAVD 88     -       201.244  (meters)     660.25   (feet)  ADJUSTED  
 JY0237  ___________________________________________________________________
 JY0237  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JY0237  DYNAMIC HT  -         201.118 (meters)     659.83  (feet)  COMP
 JY0237  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 JY0237
 JY0237  VERT ORDER  -  SECOND    CLASS 0
 JY0237
 JY0237.The horizontal coordinates were scaled from a topographic map and have
 JY0237.an estimated accuracy of +/- 6 seconds.
 JY0237
 JY0237.The orthometric height was determined by differential leveling
 JY0237.and adjusted by the National Geodetic Survey in June 1991..
 JY0237
 JY0237.The geoid height was determined by GEOID03.
 JY0237
 JY0237.The dynamic height is computed by dividing the NAVD 88
 JY0237.geopotential number by the normal gravity value computed on the
 JY0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0237.degrees latitude (g = 980.6199 gals.).
 JY0237
 JY0237.The modeled gravity was interpolated from observed gravity values.
 JY0237
 JY0237;                    North         East    Units  Estimated Accuracy
 JY0237;SPC OH S     -   123,530.      642,710.      MT  (+/- 180 meters Scaled)
 JY0237
 JY0237                          SUPERSEDED SURVEY CONTROL
 JY0237
 JY0237  NGVD 29 (??/??/92)  201.438  (m)          660.88   (f) ADJ UNCH    2 0
 JY0237
 JY0237.Superseded values are not recommended for survey control.
 JY0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0237.See file dsdata.txt to determine how the superseded data were derived.
 JY0237
 JY0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD130296(NAD 83)
 JY0237_MARKER: DB = BENCH MARK DISK
 JY0237_SETTING: 66 = SET IN ROCK OUTCROP
 JY0237_SP_SET: ROCK CUT
 JY0237_STAMPING: C 232 1958
 JY0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0237+STABILITY: POSITION/ELEVATION WELL
 JY0237
 JY0237  HISTORY     - Date     Condition        Report By
 JY0237  HISTORY     - 1958     MONUMENTED       CGS
 JY0237
 JY0237                          STATION DESCRIPTION
 JY0237
 JY0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0237'3.2 MI SE FROM DARWIN.
 JY0237'ABOUT 3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE JUNCTION
 JY0237'OF STATE HIGHWAY 680 AT DARWIN, 0.1 MILE NORTHWEST OF A CONCRETE
 JY0237'BRIDGE OVER KINGSBURY CREEK, 50 YARDS NORTHWEST OF THE JUNCTION
 JY0237'OF A GRAVEL ROAD LEADING WEST, SET VERTICALLY IN THE NORTHEAST
 JY0237'FACE OF A LAYOR OF ROCK SLIGHTLY PROJECTING FROM UNDER A 15-YARD
 JY0237'LONG AND 3 1/2-FOOT HIGH LAYOR OF ROCK IN CUT BANK, 3 1/2 FEET
 JY0237'ABOVE THE BOTTOM OF DITCH, 21 1/2 FEET WEST OF THE CENTER LINE
 JY0237'OF THE HIGHWAY, 10 FEET NORTH OF THE SOUTH END OF THE ROCK,
 JY0237'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0263 ***********************************************************************
 JY0263  DESIGNATION -  C 233
 JY0263  PID         -  JY0263
 JY0263  STATE/COUNTY-  OH/ATHENS
 JY0263  USGS QUAD   -  THE PLAINS (1995)
 JY0263
 JY0263                         *CURRENT SURVEY CONTROL
 JY0263  ___________________________________________________________________
 JY0263* NAD 83(1986)-  39 16 35.     (N)    082 09 15.     (W)     SCALED    
 JY0263* NAVD 88     -       202.444  (meters)     664.18   (feet)  ADJUSTED  
 JY0263  ___________________________________________________________________
 JY0263  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY0263  DYNAMIC HT  -         202.320 (meters)     663.78  (feet)  COMP
 JY0263  MODELED GRAV-     980,009.6   (mgal)                       NAVD 88
 JY0263
 JY0263  VERT ORDER  -  SECOND    CLASS 0
 JY0263
 JY0263.The horizontal coordinates were scaled from a topographic map and have
 JY0263.an estimated accuracy of +/- 6 seconds.
 JY0263
 JY0263.The orthometric height was determined by differential leveling
 JY0263.and adjusted by the National Geodetic Survey in June 1991..
 JY0263
 JY0263.The geoid height was determined by GEOID03.
 JY0263
 JY0263.The dynamic height is computed by dividing the NAVD 88
 JY0263.geopotential number by the normal gravity value computed on the
 JY0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0263.degrees latitude (g = 980.6199 gals.).
 JY0263
 JY0263.The modeled gravity was interpolated from observed gravity values.
 JY0263
 JY0263;                    North         East    Units  Estimated Accuracy
 JY0263;SPC OH S     -   141,750.      629,840.      MT  (+/- 180 meters Scaled)
 JY0263
 JY0263                          SUPERSEDED SURVEY CONTROL
 JY0263
 JY0263  NGVD 29 (??/??/92)  202.619  (m)          664.76   (f) ADJ UNCH    2 0
 JY0263
 JY0263.Superseded values are not recommended for survey control.
 JY0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0263.See file dsdata.txt to determine how the superseded data were derived.
 JY0263
 JY0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD004480(NAD 83)
 JY0263_MARKER: DB = BENCH MARK DISK
 JY0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0263_SP_SET: CULVERT
 JY0263_STAMPING: C 233 1958
 JY0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0263
 JY0263  HISTORY     - Date     Condition        Report By
 JY0263  HISTORY     - 1958     MONUMENTED       CGS
 JY0263
 JY0263                          STATION DESCRIPTION
 JY0263
 JY0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0263'0.6 MI SW FROM FISHER.
 JY0263'ABOUT 0.6 MILE SOUTHWEST ALONG OLD U.S. HIGHWAY 50 FROM ROAD
 JY0263'JUNCTION AND BRIDGE OVER MARGARET CREEK AT FISHER, IN THE TOP
 JY0263'OF THE SOUTHWEST END OF NORTHWEST HEAD WALL OF AN 8-FOOT CONCRETE
 JY0263'CULVERT, 0.1 MILE SOUTHWEST OF JUNCTION OF A BLACK TOP ROAD NORTH,
 JY0263'16 FEET NORTHWEST OF CENTER LINE OF ROAD AND ABOUT LEVEL WITH
 JY0263'ROAD.  NOTE-- MARK MAY BE REACHED FROM ALBANY BY GOING ABOUT 3.35
 JY0263'MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION OF
 JY0263'CLINTON STREET, THENCE 0.05 MILE SOUTHEAST ALONG A BLACK TOP ROAD
 JY0263'TO ALEXANDER PRESBYTERIAN CHURCH, THENCE ABOUT 1.1 MILES NORTHEAST
 JY0263'ALONG OLD HIGHWAY 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1295 ***********************************************************************
 JX1295  DESIGNATION -  C 234
 JX1295  PID         -  JX1295
 JX1295  STATE/COUNTY-  OH/MEIGS
 JX1295  USGS QUAD   -  PORTLAND (1994)
 JX1295
 JX1295                         *CURRENT SURVEY CONTROL
 JX1295  ___________________________________________________________________
 JX1295* NAD 83(1986)-  39 05 22.     (N)    081 47 59.     (W)     SCALED    
 JX1295* NAVD 88     -       178.182  (meters)     584.59   (feet)  ADJUSTED  
 JX1295  ___________________________________________________________________
 JX1295  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JX1295  DYNAMIC HT  -         178.067 (meters)     584.21  (feet)  COMP
 JX1295  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 JX1295
 JX1295  VERT ORDER  -  SECOND    CLASS 0
 JX1295
 JX1295.The horizontal coordinates were scaled from a topographic map and have
 JX1295.an estimated accuracy of +/- 6 seconds.
 JX1295
 JX1295.The orthometric height was determined by differential leveling
 JX1295.and adjusted by the National Geodetic Survey in June 1991..
 JX1295
 JX1295.The geoid height was determined by GEOID03.
 JX1295
 JX1295.The dynamic height is computed by dividing the NAVD 88
 JX1295.geopotential number by the normal gravity value computed on the
 JX1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1295.degrees latitude (g = 980.6199 gals.).
 JX1295
 JX1295.The modeled gravity was interpolated from observed gravity values.
 JX1295
 JX1295;                    North         East    Units  Estimated Accuracy
 JX1295;SPC OH S     -   121,180.      660,580.      MT  (+/- 180 meters Scaled)
 JX1295
 JX1295                          SUPERSEDED SURVEY CONTROL
 JX1295
 JX1295  NGVD 29 (??/??/92)  178.366  (m)          585.19   (f) ADJ UNCH    2 0
 JX1295
 JX1295.Superseded values are not recommended for survey control.
 JX1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1295.See file dsdata.txt to determine how the superseded data were derived.
 JX1295
 JX1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD308270(NAD 83)
 JX1295_MARKER: DB = BENCH MARK DISK
 JX1295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1295_SP_SET: BRIDGE
 JX1295_STAMPING: C 234 1958
 JX1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1295
 JX1295  HISTORY     - Date     Condition        Report By
 JX1295  HISTORY     - 1958     MONUMENTED       CGS
 JX1295  HISTORY     - 1976     GOOD             NGS
 JX1295
 JX1295                          STATION DESCRIPTION
 JX1295
 JX1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1295'AT LONG BOTTOM.
 JX1295'AT LONG BOTTOM, ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY
 JX1295'124 FROM THE POST OFFICE, THENCE ABOUT 0.55 MILE NORTH AND
 JX1295'EAST ALONG STATE HIGHWAY 248, AT THE JUNCTION OF A GRAVEL
 JX1295'ROAD SOUTH AND A CURVE IN HIGHWAY WITH TANGENTS EXTENDING
 JX1295'NORTHWEST AND SOUTHWEST, 17 FEET EAST OF CENTER LINE OF
 JX1295'HIGHWAY AT OUTSIDE OF CURVE, 78 FEET SOUTHWEST OF CENTER LINE OF
 JX1295'ROAD LEADING SOUTH AND SOUTHEAST, IN THE TOP OF THE SOUTHEAST
 JX1295'WING WALL OF A 10-FOOT CONCRETE BRIDGE, 1/2 FOOT EAST OF
 JX1295'CONCRETE BANISTER AND ABOUT LEVEL WITH HIGHWAY.
 JX1295
 JX1295                          STATION RECOVERY (1976)
 JX1295
 JX1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1100 ***********************************************************************
 JX1100  DESIGNATION -  C 235
 JX1100  PID         -  JX1100
 JX1100  STATE/COUNTY-  OH/WASHINGTON
 JX1100  USGS QUAD   -  PARKERSBURG (1994)
 JX1100
 JX1100                         *CURRENT SURVEY CONTROL
 JX1100  ___________________________________________________________________
 JX1100* NAD 83(1986)-  39 17 04.     (N)    081 34 19.     (W)     SCALED    
 JX1100* NAVD 88     -       188.569  (meters)     618.66   (feet)  ADJUSTED  
 JX1100  ___________________________________________________________________
 JX1100  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1100  DYNAMIC HT  -         188.452 (meters)     618.28  (feet)  COMP
 JX1100  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 JX1100
 JX1100  VERT ORDER  -  FIRST     CLASS II
 JX1100
 JX1100.The horizontal coordinates were scaled from a topographic map and have
 JX1100.an estimated accuracy of +/- 6 seconds.
 JX1100
 JX1100.The orthometric height was determined by differential leveling
 JX1100.and adjusted by the National Geodetic Survey in June 1991..
 JX1100
 JX1100.The geoid height was determined by GEOID03.
 JX1100
 JX1100.The dynamic height is computed by dividing the NAVD 88
 JX1100.geopotential number by the normal gravity value computed on the
 JX1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1100.degrees latitude (g = 980.6199 gals.).
 JX1100
 JX1100.The modeled gravity was interpolated from observed gravity values.
 JX1100
 JX1100;                    North         East    Units  Estimated Accuracy
 JX1100;SPC OH S     -   143,000.      680,070.      MT  (+/- 180 meters Scaled)
 JX1100
 JX1100                          SUPERSEDED SURVEY CONTROL
 JX1100
 JX1100  NGVD 29 (??/??/92)  188.753  (m)          619.27   (f) ADJ UNCH    1 2
 JX1100
 JX1100.Superseded values are not recommended for survey control.
 JX1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1100.See file dsdata.txt to determine how the superseded data were derived.
 JX1100
 JX1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD506484(NAD 83)
 JX1100_MARKER: DB = BENCH MARK DISK
 JX1100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1100_SP_SET: BRIDGE
 JX1100_STAMPING: C 235 1959
 JX1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1100
 JX1100  HISTORY     - Date     Condition        Report By
 JX1100  HISTORY     - 1959     MONUMENTED       CGS
 JX1100  HISTORY     - 1965     MARK NOT FOUND   NGS
 JX1100  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1100
 JX1100                          STATION DESCRIPTION
 JX1100
 JX1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1100'0.5 MI N FROM BELPRE.
 JX1100'ABOUT 0.5 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1100'FROM THE STATION AT BELPRE, 0.1 MILE SOUTH OF MILEPOST M 12,
 JX1100'IN SECTION 26, T-1-N R-9-W, 4 FEET EAST OF THE EAST RAIL, IN
 JX1100'TOP OF THE EAST END OF THE NORTH ABUTMENT (BRIDGE SEAT) TO A
 JX1100'RAILROAD OVERPASS OVER A GRADED ROAD LEADING NORTHEAST TO WIRT
 JX1100'STREET, 1 1/2 FEET WEST OF THE EAST END OF THE ABUTMENT, AND
 JX1100'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 JX1100
 JX1100                          STATION RECOVERY (1965)
 JX1100
 JX1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JX1100'MARK NOT FOUND.
 JX1100
 JX1100                          STATION RECOVERY (1976)
 JX1100
 JX1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1072 ***********************************************************************
 JX1072  DESIGNATION -  C 236
 JX1072  PID         -  JX1072
 JX1072  STATE/COUNTY-  OH/WASHINGTON
 JX1072  USGS QUAD   -  FLEMING (1994)
 JX1072
 JX1072                         *CURRENT SURVEY CONTROL
 JX1072  ___________________________________________________________________
 JX1072* NAD 83(1986)-  39 29 10.     (N)    081 30 05.     (W)     SCALED    
 JX1072* NAVD 88     -       195.027  (meters)     639.85   (feet)  ADJUSTED  
 JX1072  ___________________________________________________________________
 JX1072  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX1072  DYNAMIC HT  -         194.910 (meters)     639.47  (feet)  COMP
 JX1072  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 JX1072
 JX1072  VERT ORDER  -  FIRST     CLASS II
 JX1072
 JX1072.The horizontal coordinates were scaled from a topographic map and have
 JX1072.an estimated accuracy of +/- 6 seconds.
 JX1072
 JX1072.The orthometric height was determined by differential leveling
 JX1072.and adjusted by the National Geodetic Survey in June 1991..
 JX1072
 JX1072.The geoid height was determined by GEOID03.
 JX1072
 JX1072.The dynamic height is computed by dividing the NAVD 88
 JX1072.geopotential number by the normal gravity value computed on the
 JX1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1072.degrees latitude (g = 980.6199 gals.).
 JX1072
 JX1072.The modeled gravity was interpolated from observed gravity values.
 JX1072
 JX1072;                    North         East    Units  Estimated Accuracy
 JX1072;SPC OH S     -   165,450.      685,900.      MT  (+/- 180 meters Scaled)
 JX1072
 JX1072                          SUPERSEDED SURVEY CONTROL
 JX1072
 JX1072  NGVD 29 (??/??/92)  195.204  (m)          640.43   (f) ADJ UNCH    1 2
 JX1072
 JX1072.Superseded values are not recommended for survey control.
 JX1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1072.See file dsdata.txt to determine how the superseded data were derived.
 JX1072
 JX1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD568708(NAD 83)
 JX1072_MARKER: DB = BENCH MARK DISK
 JX1072_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JX1072_SP_SET: UNSPECIFIED ROCK
 JX1072_STAMPING: C 236 1959
 JX1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1072
 JX1072  HISTORY     - Date     Condition        Report By
 JX1072  HISTORY     - 1959     MONUMENTED       CGS
 JX1072
 JX1072                          STATION DESCRIPTION
 JX1072
 JX1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1072'6 MI SE FROM LOWELL.
 JX1072'ABOUT 5.95 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1072'FROM THE STATION AT LOWELL, ABOUT 6.2 MILES NORTHWEST ALONG
 JX1072'THE B. AND O. RR. FROM THE CROSSING OF STATE HIGHWAY 7 AT
 JX1072'MARIETTA, 0.2 MILE NORTHWEST OF THE JUNCTION OF COUNTY ROADS
 JX1072'32 THAT PARALLELS THE TRACK AND ROAD 163 LEADING SOUTHWEST,
 JX1072'AT MILEPOLE 65-06, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JX1072'ROAD, 65 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE SOUTHWEST
 JX1072'RAIL, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK 14-FEET
 JX1072'LONG BY 4-FEET HIGH THAT PROJECTS FROM THE SIDE OF A HILL ALONG
 JX1072'THE SOUTHWEST SIDE OF ROAD 32, 5 FEET SOUTHEAST OF THE NORTHWEST
 JX1072'END OF THE ROCK, 16 FEET ABOVE THE LEVEL OF THE TRACK, AND ABOUT
 JX1072'4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1537 ***********************************************************************
 JX1537  DESIGNATION -  C 237
 JX1537  PID         -  JX1537
 JX1537  STATE/COUNTY-  OH/WASHINGTON
 JX1537  USGS QUAD   -  BEVERLY (1994)
 JX1537
 JX1537                         *CURRENT SURVEY CONTROL
 JX1537  ___________________________________________________________________
 JX1537* NAD 83(1986)-  39 35 04.     (N)    081 41 51.     (W)     SCALED    
 JX1537* NAVD 88     -       195.161  (meters)     640.29   (feet)  ADJUSTED  
 JX1537  ___________________________________________________________________
 JX1537  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX1537  DYNAMIC HT  -         195.044 (meters)     639.91  (feet)  COMP
 JX1537  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 JX1537
 JX1537  VERT ORDER  -  FIRST     CLASS II
 JX1537
 JX1537.The horizontal coordinates were scaled from a topographic map and have
 JX1537.an estimated accuracy of +/- 6 seconds.
 JX1537
 JX1537.The orthometric height was determined by differential leveling
 JX1537.and adjusted by the National Geodetic Survey in June 1991..
 JX1537
 JX1537.The geoid height was determined by GEOID03.
 JX1537
 JX1537.The dynamic height is computed by dividing the NAVD 88
 JX1537.geopotential number by the normal gravity value computed on the
 JX1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1537.degrees latitude (g = 980.6199 gals.).
 JX1537
 JX1537.The modeled gravity was interpolated from observed gravity values.
 JX1537
 JX1537;                    North         East    Units  Estimated Accuracy
 JX1537;SPC OH S     -   176,200.      668,940.      MT  (+/- 180 meters Scaled)
 JX1537
 JX1537                          SUPERSEDED SURVEY CONTROL
 JX1537
 JX1537  NGVD 29 (??/??/92)  195.347  (m)          640.90   (f) ADJ UNCH    1 2
 JX1537
 JX1537.Superseded values are not recommended for survey control.
 JX1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1537.See file dsdata.txt to determine how the superseded data were derived.
 JX1537
 JX1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD401818(NAD 83)
 JX1537_MARKER: DB = BENCH MARK DISK
 JX1537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1537_SP_SET: BRIDGE
 JX1537_STAMPING: C 237 1959
 JX1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1537
 JX1537  HISTORY     - Date     Condition        Report By
 JX1537  HISTORY     - 1959     MONUMENTED       CGS
 JX1537
 JX1537                          STATION DESCRIPTION
 JX1537
 JX1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1537'5.2 MI NW FROM WATERFORD.
 JX1537'ABOUT 5.25 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1537'FROM THE STATION AT WATERFORD, ABOUT 3 1/2 RAILS SOUTHWEST
 JX1537'OF MILEPOLE 44-14, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 JX1537'EXTENDING NORTHEAST AND NORTHWEST, 5 1/2 FEET SOUTHWEST OF
 JX1537'THE SOUTHWEST RAIL, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 JX1537'ABUTMENT (BRIDGE SEAT) OF A 100 FOOT RAILROAD BRIDGE, 2 1/2
 JX1537'FEET NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT, AND ABOUT
 JX1537'4 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1482 ***********************************************************************
 JX1482  DESIGNATION -  C 238
 JX1482  PID         -  JX1482
 JX1482  STATE/COUNTY-  OH/MUSKINGUM
 JX1482  USGS QUAD   -  PHILO (1994)
 JX1482
 JX1482                         *CURRENT SURVEY CONTROL
 JX1482  ___________________________________________________________________
 JX1482* NAD 83(1986)-  39 50 46.     (N)    081 54 07.     (W)     SCALED    
 JX1482* NAVD 88     -       210.434  (meters)     690.40   (feet)  ADJUSTED  
 JX1482  ___________________________________________________________________
 JX1482  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JX1482  DYNAMIC HT  -         210.319 (meters)     690.02  (feet)  COMP
 JX1482  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 JX1482
 JX1482  VERT ORDER  -  FIRST     CLASS II
 JX1482
 JX1482.The horizontal coordinates were scaled from a topographic map and have
 JX1482.an estimated accuracy of +/- 6 seconds.
 JX1482
 JX1482.The orthometric height was determined by differential leveling
 JX1482.and adjusted by the National Geodetic Survey in June 1991..
 JX1482
 JX1482.The geoid height was determined by GEOID03.
 JX1482
 JX1482.The dynamic height is computed by dividing the NAVD 88
 JX1482.geopotential number by the normal gravity value computed on the
 JX1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1482.degrees latitude (g = 980.6199 gals.).
 JX1482
 JX1482.The modeled gravity was interpolated from observed gravity values.
 JX1482
 JX1482;                    North         East    Units  Estimated Accuracy
 JX1482;SPC OH S     -   205,120.      651,180.      MT  (+/- 180 meters Scaled)
 JX1482
 JX1482                          SUPERSEDED SURVEY CONTROL
 JX1482
 JX1482  NGVD 29 (??/??/92)  210.652  (m)          691.11   (f) ADJ UNCH    1 2
 JX1482
 JX1482.Superseded values are not recommended for survey control.
 JX1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1482.See file dsdata.txt to determine how the superseded data were derived.
 JX1482
 JX1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME228110(NAD 83)
 JX1482_MARKER: DB = BENCH MARK DISK
 JX1482_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JX1482+WITH SETTING: INTO GROUND
 JX1482_SP_SET: 72.5 FEET
 JX1482_STAMPING: C 238 1959
 JX1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1482+STABILITY: SURFACE MOTION
 JX1482
 JX1482  HISTORY     - Date     Condition        Report By
 JX1482  HISTORY     - 1959     MONUMENTED       CGS
 JX1482
 JX1482                          STATION DESCRIPTION
 JX1482
 JX1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1482'1.4 MI S FROM PHILO.
 JX1482'ABOUT 1.45 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1482'FROM THE STATION AT PHILO, 0.1 MILE (158 YARDS) NORTH OF
 JX1482'MILEPOLE 9, IN SECTION 5, T-12-N R-12-W, 44 FEET WEST OF THE
 JX1482'WEST RAIL, 48 FEET WEST-SOUTHWEST OF CROSSING OF A ROAD LEADING
 JX1482'TO SUMMER COTTAGES, 4 FEET EAST OF POWER LINE POLE 12-1,
 JX1482'88 1/2 FEET SOUTH OF AND ACROSS THE ROAD FROM POWER LINE POLE
 JX1482'759-129, 10 FEET SOUTH OF THE CENTER LINE OF ROAD, 106 FEET
 JX1482'SOUTH OF AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A
 JX1482'PUMP-HOUSE (CONCRETE BLOCK WITH GABLE ROOF), 1 1/2 FEET WEST
 JX1482'OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JX1482'TRACK, AND IS A DISK ON COPPER-COATED STEEL ROD PROJECTING
 JX1482'2 INCHES WHICH IS PROTECTED BY A 6-INCH TILE WHICH PROJECTS
 JX1482'3 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 72.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0068 ***********************************************************************
 KZ0068  DESIGNATION -  C 239
 KZ0068  PID         -  KZ0068
 KZ0068  STATE/COUNTY-  OH/WAYNE
 KZ0068  USGS QUAD   -  NEW PITTSBURG (1978)
 KZ0068
 KZ0068                         *CURRENT SURVEY CONTROL
 KZ0068  ___________________________________________________________________
 KZ0068* NAD 83(1986)-  40 48 23.     (N)    082 04 47.     (W)     SCALED    
 KZ0068* NAVD 88     -       347.572  (meters)    1140.33   (feet)  ADJUSTED  
 KZ0068  ___________________________________________________________________
 KZ0068  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KZ0068  DYNAMIC HT  -         347.415 (meters)    1139.81  (feet)  COMP
 KZ0068  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 KZ0068
 KZ0068  VERT ORDER  -  SECOND    CLASS 0
 KZ0068
 KZ0068.The horizontal coordinates were scaled from a topographic map and have
 KZ0068.an estimated accuracy of +/- 6 seconds.
 KZ0068
 KZ0068.The orthometric height was determined by differential leveling
 KZ0068.and adjusted by the National Geodetic Survey in June 1991..
 KZ0068
 KZ0068.The geoid height was determined by GEOID03.
 KZ0068
 KZ0068.The dynamic height is computed by dividing the NAVD 88
 KZ0068.geopotential number by the normal gravity value computed on the
 KZ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0068.degrees latitude (g = 980.6199 gals.).
 KZ0068
 KZ0068.The modeled gravity was interpolated from observed gravity values.
 KZ0068
 KZ0068;                    North         East    Units  Estimated Accuracy
 KZ0068;SPC OH N     -   126,650.      635,460.      MT  (+/- 180 meters Scaled)
 KZ0068
 KZ0068                          SUPERSEDED SURVEY CONTROL
 KZ0068
 KZ0068  NGVD 29 (??/??/92)  347.770  (m)         1140.98   (f) ADJ UNCH    2 0
 KZ0068
 KZ0068.Superseded values are not recommended for survey control.
 KZ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0068.See file dsdata.txt to determine how the superseded data were derived.
 KZ0068
 KZ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF089178(NAD 83)
 KZ0068_MARKER: DB = BENCH MARK DISK
 KZ0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0068_SP_SET: CULVERT
 KZ0068_STAMPING: C 239 1959
 KZ0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0068
 KZ0068  HISTORY     - Date     Condition        Report By
 KZ0068  HISTORY     - 1959     MONUMENTED       CGS
 KZ0068  HISTORY     - 1970     GOOD             NGS
 KZ0068  HISTORY     - 1987     GOOD             OHDT
 KZ0068
 KZ0068                          STATION DESCRIPTION
 KZ0068
 KZ0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0068'1.4 MI E FROM REEDSBURG.
 KZ0068'ABOUT 1.35 MILES EAST ALONG U.S. HIGHWAY 30 FROM GRACE CHURCH AT
 KZ0068'REEDSBURG, 0.95 MILE EAST OF INTERSECTION OF COUNTY ROAD 149,
 KZ0068'IN THE TOP OF WEST END OF SOUTH HEAD WALL OF A 6-FOOT CONCRETE
 KZ0068'BOX CULVERT, 26 FEET SOUTH OF CENTER LINE OF HIGHWAY, 1 FOOT
 KZ0068'EAST OF WEST END OF HEAD WALL AND ABOUT 4 FEET BELOW LEVEL OF
 KZ0068'HIGHWAY.
 KZ0068
 KZ0068                          STATION RECOVERY (1970)
 KZ0068
 KZ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0068'RECOVERED IN GOOD CONDITION.
 KZ0068
 KZ0068                          STATION RECOVERY (1987)
 KZ0068
 KZ0068'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0603 ***********************************************************************
 KZ0603  DESIGNATION -  C 24
 KZ0603  PID         -  KZ0603
 KZ0603  STATE/COUNTY-  OH/HARDIN
 KZ0603  USGS QUAD   -  KENTON (1980)
 KZ0603
 KZ0603                         *CURRENT SURVEY CONTROL
 KZ0603  ___________________________________________________________________
 KZ0603* NAD 83(1986)-  40 37 57.     (N)    083 35 29.     (W)     SCALED    
 KZ0603* NAVD 88     -       293.766  (meters)     963.80   (feet)  ADJUSTED  
 KZ0603  ___________________________________________________________________
 KZ0603  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 KZ0603  DYNAMIC HT  -         293.613 (meters)     963.30  (feet)  COMP
 KZ0603  MODELED GRAV-     980,096.9   (mgal)                       NAVD 88
 KZ0603
 KZ0603  VERT ORDER  -  SECOND    CLASS 0
 KZ0603
 KZ0603.The horizontal coordinates were scaled from a topographic map and have
 KZ0603.an estimated accuracy of +/- 6 seconds.
 KZ0603
 KZ0603.The orthometric height was determined by differential leveling
 KZ0603.and adjusted by the National Geodetic Survey in June 1991..
 KZ0603.WARNING-Repeat measurements at this control monument indicate possible
 KZ0603.vertical movement.
 KZ0603
 KZ0603.The geoid height was determined by GEOID03.
 KZ0603
 KZ0603.The dynamic height is computed by dividing the NAVD 88
 KZ0603.geopotential number by the normal gravity value computed on the
 KZ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0603.degrees latitude (g = 980.6199 gals.).
 KZ0603
 KZ0603.The modeled gravity was interpolated from observed gravity values.
 KZ0603
 KZ0603;                    North         East    Units  Estimated Accuracy
 KZ0603;SPC OH N     -   107,830.      507,670.      MT  (+/- 180 meters Scaled)
 KZ0603
 KZ0603                          SUPERSEDED SURVEY CONTROL
 KZ0603
 KZ0603  NGVD 29 (??/??/92)  293.932  (m)          964.34   (f) ADJ UNCH    2 0
 KZ0603
 KZ0603.Superseded values are not recommended for survey control.
 KZ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0603.See file dsdata.txt to determine how the superseded data were derived.
 KZ0603
 KZ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF808011(NAD 83)
 KZ0603_MARKER: DB = BENCH MARK DISK
 KZ0603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0603_SP_SET: ABUTMENT STEP
 KZ0603_STAMPING: C 24 1934 ET
 KZ0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0603
 KZ0603  HISTORY     - Date     Condition        Report By
 KZ0603  HISTORY     - 1934     MONUMENTED       CGS
 KZ0603  HISTORY     - 1960     GOOD             NGS
 KZ0603
 KZ0603                          STATION DESCRIPTION
 KZ0603
 KZ0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ0603'0.9 MI SE FROM KENTON.
 KZ0603'ABOUT 0.9 MILE SOUTHEAST ALONG THE ERIE RAILROAD FROM THE
 KZ0603'STATION AT KENTON, 145 YARDS EAST OF MILEPOST M 24, 67 YARDS
 KZ0603'EAST OF THE CENTER OF CROSSING OF A ROAD LEADING NORTHEAST
 KZ0603'AND SOUTHWEST, 6 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 KZ0603'SIDING, 19.2 FEET SOUTH OF THE SOUTH RAIL OF SOUTH MAIN TRACK,
 KZ0603'IN TOP OF THE FIRST STEP DOWN OF THE SOUTH END OF THE WEST STONE
 KZ0603'MASONRY ABUTMENT OF ERIE RAILROAD BRIDGE 23-90 OVER A CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0095 ***********************************************************************
 KZ0095  DESIGNATION -  C 240
 KZ0095  PID         -  KZ0095
 KZ0095  STATE/COUNTY-  OH/ASHLAND
 KZ0095  USGS QUAD   -  POLK (1981)
 KZ0095
 KZ0095                         *CURRENT SURVEY CONTROL
 KZ0095  ___________________________________________________________________
 KZ0095* NAD 83(1986)-  40 58 27.     (N)    082 09 31.     (W)     SCALED    
 KZ0095* NAVD 88     -       342.007  (meters)    1122.07   (feet)  ADJUSTED  
 KZ0095  ___________________________________________________________________
 KZ0095  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KZ0095  DYNAMIC HT  -         341.856 (meters)    1121.57  (feet)  COMP
 KZ0095  MODELED GRAV-     980,174.1   (mgal)                       NAVD 88
 KZ0095
 KZ0095  VERT ORDER  -  SECOND    CLASS 0
 KZ0095
 KZ0095.The horizontal coordinates were scaled from a topographic map and have
 KZ0095.an estimated accuracy of +/- 6 seconds.
 KZ0095
 KZ0095.The orthometric height was determined by differential leveling
 KZ0095.and adjusted by the National Geodetic Survey in June 1991..
 KZ0095
 KZ0095.The geoid height was determined by GEOID03.
 KZ0095
 KZ0095.The dynamic height is computed by dividing the NAVD 88
 KZ0095.geopotential number by the normal gravity value computed on the
 KZ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0095.degrees latitude (g = 980.6199 gals.).
 KZ0095
 KZ0095.The modeled gravity was interpolated from observed gravity values.
 KZ0095
 KZ0095;                    North         East    Units  Estimated Accuracy
 KZ0095;SPC OH N     -   145,250.      628,730.      MT  (+/- 180 meters Scaled)
 KZ0095
 KZ0095                          SUPERSEDED SURVEY CONTROL
 KZ0095
 KZ0095  NGVD 29 (??/??/92)  342.195  (m)         1122.68   (f) ADJ UNCH    2 0
 KZ0095
 KZ0095.Superseded values are not recommended for survey control.
 KZ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0095.See file dsdata.txt to determine how the superseded data were derived.
 KZ0095
 KZ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF025365(NAD 83)
 KZ0095_MARKER: DB = BENCH MARK DISK
 KZ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0095_STAMPING: C 240 1959
 KZ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0095+STABILITY: SURFACE MOTION
 KZ0095
 KZ0095  HISTORY     - Date     Condition        Report By
 KZ0095  HISTORY     - 1959     MONUMENTED       CGS
 KZ0095  HISTORY     - 1970     GOOD             NGS
 KZ0095  HISTORY     - 1987     GOOD             OHDT
 KZ0095
 KZ0095                          STATION DESCRIPTION
 KZ0095
 KZ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0095'0.2 MI E FROM ALBION.
 KZ0095'ABOUT 0.25 MILE EAST ALONG COUNTY ROAD 9 FROM THE INTERSECTION
 KZ0095'OF COUNTY ROAD 132 AT ALBION, ABOUT 10 YARDS SOUTHWEST OF THE
 KZ0095'SOUTHWEST BANK OF A SMALL STREAM, 23 1/2 FEET NORTH OF THE
 KZ0095'CENTER LINE OF THE ROAD, 37 FEET NORTHWEST OF THE NORTHWEST
 KZ0095'CORNER OF A 15-FOOT BRIDGE OVER THE STREAM, 11 1/2 FEET WEST OF
 KZ0095'THE FIRST TELEPHONE POLE WEST OF THE STREAM, 6 FEET WEST OF A T
 KZ0095'FENCE CORNER, 1 FOOT SOUTH OF THE EAST-WEST FENCE LINE, 1 1/2
 KZ0095'FEET EAST OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 KZ0095'LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KZ0095'3 INCHES.
 KZ0095'3 INCHES.
 KZ0095
 KZ0095                          STATION RECOVERY (1970)
 KZ0095
 KZ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0095'RECOVERED IN GOOD CONDITION.
 KZ0095
 KZ0095                          STATION RECOVERY (1987)
 KZ0095
 KZ0095'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0206 ***********************************************************************
 KZ0206  DESIGNATION -  C 241
 KZ0206  PID         -  KZ0206
 KZ0206  STATE/COUNTY-  OH/WAYNE
 KZ0206  USGS QUAD   -  WEST SALEM (1981)
 KZ0206
 KZ0206                         *CURRENT SURVEY CONTROL
 KZ0206  ___________________________________________________________________
 KZ0206* NAD 83(1986)-  40 55 50.     (N)    082 02 02.     (W)     SCALED    
 KZ0206* NAVD 88     -       327.123  (meters)    1073.24   (feet)  ADJUSTED  
 KZ0206  ___________________________________________________________________
 KZ0206  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KZ0206  DYNAMIC HT  -         326.978 (meters)    1072.76  (feet)  COMP
 KZ0206  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 KZ0206
 KZ0206  VERT ORDER  -  SECOND    CLASS 0
 KZ0206
 KZ0206.The horizontal coordinates were scaled from a topographic map and have
 KZ0206.an estimated accuracy of +/- 6 seconds.
 KZ0206
 KZ0206.The orthometric height was determined by differential leveling
 KZ0206.and adjusted by the National Geodetic Survey in June 1991..
 KZ0206
 KZ0206.The geoid height was determined by GEOID03.
 KZ0206
 KZ0206.The dynamic height is computed by dividing the NAVD 88
 KZ0206.geopotential number by the normal gravity value computed on the
 KZ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0206.degrees latitude (g = 980.6199 gals.).
 KZ0206
 KZ0206.The modeled gravity was interpolated from observed gravity values.
 KZ0206
 KZ0206;                    North         East    Units  Estimated Accuracy
 KZ0206;SPC OH N     -   140,450.      639,260.      MT  (+/- 180 meters Scaled)
 KZ0206
 KZ0206                          SUPERSEDED SURVEY CONTROL
 KZ0206
 KZ0206  NGVD 29 (??/??/92)  327.326  (m)         1073.90   (f) ADJ UNCH    2 0
 KZ0206
 KZ0206.Superseded values are not recommended for survey control.
 KZ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0206.See file dsdata.txt to determine how the superseded data were derived.
 KZ0206
 KZ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF129315(NAD 83)
 KZ0206_MARKER: DB = BENCH MARK DISK
 KZ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0206_STAMPING: C 241 1959
 KZ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0206+STABILITY: SURFACE MOTION
 KZ0206
 KZ0206  HISTORY     - Date     Condition        Report By
 KZ0206  HISTORY     - 1959     MONUMENTED       CGS
 KZ0206  HISTORY     - 1987     GOOD             OHDT
 KZ0206
 KZ0206                          STATION DESCRIPTION
 KZ0206
 KZ0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0206'1.1 MI E FROM CONGRESS.
 KZ0206'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 604 FROM THE EAST
 KZ0206'JUNCTION OF COUNTY ROAD 50 AT CONGRESS, ABOUT 1.1 MILES WEST OF
 KZ0206'THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD, AT THE
 KZ0206'JUNCTION OF TWP ROAD 22 LEADING NORTH AND A PRIVATE ROAD TO THE
 KZ0206'SOUTH, 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 KZ0206'WEST OF THE CENTER LINE OF ROAD SOUTH, 47 FEET SOUTHWEST OF THE
 KZ0206'CENTER LINE OF THE HIGHWAY FROM THE JUNCTION OF ROAD 22, 2 FEET
 KZ0206'EAST OF A STEEL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 KZ0206'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0206'NOTE-- THIS MARK CAN BE REACHED BY GOING ABOUT 1.9 MILES
 KZ0206'NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE CROSSING OF
 KZ0206'COUNTY ROAD 186 AT ARMSTRONG, THENCE ABOUT 1.1 MILES WEST ALONG
 KZ0206'STATE HIGHWAY 604.
 KZ0206
 KZ0206                          STATION RECOVERY (1987)
 KZ0206
 KZ0206'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0154 ***********************************************************************
 KZ0154  DESIGNATION -  C 242
 KZ0154  PID         -  KZ0154
 KZ0154  STATE/COUNTY-  OH/ASHLAND
 KZ0154  USGS QUAD   -  POLK (1981)
 KZ0154
 KZ0154                         *CURRENT SURVEY CONTROL
 KZ0154  ___________________________________________________________________
 KZ0154* NAD 83(1986)-  40 59 57.     (N)    082 13 22.     (W)     SCALED    
 KZ0154* NAVD 88     -       372.716  (meters)    1222.82   (feet)  ADJUSTED  
 KZ0154  ___________________________________________________________________
 KZ0154  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KZ0154  DYNAMIC HT  -         372.552 (meters)    1222.28  (feet)  COMP
 KZ0154  MODELED GRAV-     980,171.2   (mgal)                       NAVD 88
 KZ0154
 KZ0154  VERT ORDER  -  SECOND    CLASS 0
 KZ0154
 KZ0154.The horizontal coordinates were scaled from a topographic map and have
 KZ0154.an estimated accuracy of +/- 6 seconds.
 KZ0154
 KZ0154.The orthometric height was determined by differential leveling
 KZ0154.and adjusted by the National Geodetic Survey in June 1991..
 KZ0154
 KZ0154.The geoid height was determined by GEOID03.
 KZ0154
 KZ0154.The dynamic height is computed by dividing the NAVD 88
 KZ0154.geopotential number by the normal gravity value computed on the
 KZ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0154.degrees latitude (g = 980.6199 gals.).
 KZ0154
 KZ0154.The modeled gravity was interpolated from observed gravity values.
 KZ0154
 KZ0154;                    North         East    Units  Estimated Accuracy
 KZ0154;SPC OH N     -   148,010.      623,320.      MT  (+/- 180 meters Scaled)
 KZ0154
 KZ0154                          SUPERSEDED SURVEY CONTROL
 KZ0154
 KZ0154  NGVD 29 (??/??/92)  372.892  (m)         1223.40   (f) ADJ UNCH    2 0
 KZ0154
 KZ0154.Superseded values are not recommended for survey control.
 KZ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0154.See file dsdata.txt to determine how the superseded data were derived.
 KZ0154
 KZ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF971393(NAD 83)
 KZ0154_MARKER: DB = BENCH MARK DISK
 KZ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0154_STAMPING: C 242 1959
 KZ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0154+STABILITY: SURFACE MOTION
 KZ0154
 KZ0154  HISTORY     - Date     Condition        Report By
 KZ0154  HISTORY     - 1959     MONUMENTED       CGS
 KZ0154  HISTORY     - 1970     GOOD             NGS
 KZ0154  HISTORY     - 1987     GOOD             OHDT
 KZ0154
 KZ0154                          STATION DESCRIPTION
 KZ0154
 KZ0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0154'2 MI S FROM SULLIVAN.
 KZ0154'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 58 FROM THE INTERSECTION
 KZ0154'OF U.S. HIGHWAY 224 AT SULLIVAN, 0.5 MILE NORTH OF THE JUNCTION
 KZ0154'OF STATE HIGHWAY 89, AT THE INTERSECTION OF SULLIVAN TWP ROAD 4,
 KZ0154'51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTH
 KZ0154'OF THE CENTER LINE OF ROAD 4, 57 1/2 FEET NORTHEAST OF THE CENTER
 KZ0154'OF THE INTERSECTION, 66 FEET NORTHWEST OF THE CENTER OF THE
 KZ0154'JUNCTION OF ROAD 4 AND DRIVE LEADING SOUTH TO A LARGE RED BARN,
 KZ0154'22 FEET EAST OF POWER LINE POLE 7F 131 SUPPORTING A TRANSFORMER,
 KZ0154'2 FEET WEST OF A STEEL WITNESS POST, 2 FEET SOUTH OF A EAST-WEST
 KZ0154'FENCE LINE, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROADS, AND SET IN
 KZ0154'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0154
 KZ0154                          STATION RECOVERY (1970)
 KZ0154
 KZ0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0154'RECOVERED IN GOOD CONDITION.
 KZ0154
 KZ0154                          STATION RECOVERY (1987)
 KZ0154
 KZ0154'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0278 ***********************************************************************
 KZ0278  DESIGNATION -  C 243
 KZ0278  PID         -  KZ0278
 KZ0278  STATE/COUNTY-  OH/ASHLAND
 KZ0278  USGS QUAD   -  POLK (1981)
 KZ0278
 KZ0278                         *CURRENT SURVEY CONTROL
 KZ0278  ___________________________________________________________________
 KZ0278* NAD 83(1986)-  40 54 26.     (N)    082 12 52.     (W)     SCALED    
 KZ0278* NAVD 88     -       357.633  (meters)    1173.33   (feet)  ADJUSTED  
 KZ0278  ___________________________________________________________________
 KZ0278  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KZ0278  DYNAMIC HT  -         357.472 (meters)    1172.81  (feet)  COMP
 KZ0278  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 KZ0278
 KZ0278  VERT ORDER  -  SECOND    CLASS 0
 KZ0278
 KZ0278.The horizontal coordinates were scaled from a topographic map and have
 KZ0278.an estimated accuracy of +/- 6 seconds.
 KZ0278
 KZ0278.The orthometric height was determined by differential leveling
 KZ0278.and adjusted by the National Geodetic Survey in June 1991..
 KZ0278
 KZ0278.The geoid height was determined by GEOID03.
 KZ0278
 KZ0278.The dynamic height is computed by dividing the NAVD 88
 KZ0278.geopotential number by the normal gravity value computed on the
 KZ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0278.degrees latitude (g = 980.6199 gals.).
 KZ0278
 KZ0278.The modeled gravity was interpolated from observed gravity values.
 KZ0278
 KZ0278;                    North         East    Units  Estimated Accuracy
 KZ0278;SPC OH N     -   137,800.      624,060.      MT  (+/- 180 meters Scaled)
 KZ0278
 KZ0278                          SUPERSEDED SURVEY CONTROL
 KZ0278
 KZ0278  NGVD 29 (??/??/92)  357.820  (m)         1173.95   (f) ADJ UNCH    2 0
 KZ0278
 KZ0278.Superseded values are not recommended for survey control.
 KZ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0278.See file dsdata.txt to determine how the superseded data were derived.
 KZ0278
 KZ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF977291(NAD 83)
 KZ0278_MARKER: DB = BENCH MARK DISK
 KZ0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0278_SP_SET: CULVERT
 KZ0278_STAMPING: C 243 1959
 KZ0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0278
 KZ0278  HISTORY     - Date     Condition        Report By
 KZ0278  HISTORY     - 1959     MONUMENTED       CGS
 KZ0278  HISTORY     - 1970     GOOD             NGS
 KZ0278  HISTORY     - 1991     GOOD             USPSQD
 KZ0278
 KZ0278                          STATION DESCRIPTION
 KZ0278
 KZ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0278'4.5 MI E FROM NANKIN.
 KZ0278'ABOUT 3.6 MILES EAST ALONG STATE HIGHWAY 302 FROM THE INTERSECTION
 KZ0278'OF STATE HIGHWAY 58 AT NANKIN, THENCE ABOUT 0.9 MILE SOUTH
 KZ0278'ALONG STATE HGIHWAY 89, 0.4 MILE NORTH OF THE INTERSECTION
 KZ0278'OF U.S. HIGHWAY 42, 22 FEET EAST OF THE CENTER LINE OF THE
 KZ0278'HIGHWAY, IN TOP OF THE NORTH END OF THE EAST HEAD WALL TO A
 KZ0278'4-FOOT CONCRETE BOX CULVERT, 1 FOOT SOUTH OF THE NORTH END OF
 KZ0278'HEAD WALL, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KZ0278
 KZ0278                          STATION RECOVERY (1970)
 KZ0278
 KZ0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0278'RECOVERED IN GOOD CONDITION.
 KZ0278
 KZ0278                          STATION RECOVERY (1991)
 KZ0278
 KZ0278'RECOVERY NOTE BY US POWER SQUADRON 1991 (ES)
 KZ0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0222 ***********************************************************************
 KZ0222  DESIGNATION -  C 244
 KZ0222  PID         -  KZ0222
 KZ0222  STATE/COUNTY-  OH/ASHLAND
 KZ0222  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ0222
 KZ0222                         *CURRENT SURVEY CONTROL
 KZ0222  ___________________________________________________________________
 KZ0222* NAD 83(1986)-  40 52 09.     (N)    082 19 02.     (W)     SCALED    
 KZ0222* NAVD 88     -       328.997  (meters)    1079.38   (feet)  ADJUSTED  
 KZ0222  ___________________________________________________________________
 KZ0222  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KZ0222  DYNAMIC HT  -         328.845 (meters)    1078.89  (feet)  COMP
 KZ0222  MODELED GRAV-     980,153.2   (mgal)                       NAVD 88
 KZ0222
 KZ0222  VERT ORDER  -  SECOND    CLASS 0
 KZ0222
 KZ0222.The horizontal coordinates were scaled from a topographic map and have
 KZ0222.an estimated accuracy of +/- 6 seconds.
 KZ0222
 KZ0222.The orthometric height was determined by differential leveling
 KZ0222.and adjusted by the National Geodetic Survey in June 1991..
 KZ0222
 KZ0222.The geoid height was determined by GEOID03.
 KZ0222
 KZ0222.The dynamic height is computed by dividing the NAVD 88
 KZ0222.geopotential number by the normal gravity value computed on the
 KZ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0222.degrees latitude (g = 980.6199 gals.).
 KZ0222
 KZ0222.The modeled gravity was interpolated from observed gravity values.
 KZ0222
 KZ0222;                    North         East    Units  Estimated Accuracy
 KZ0222;SPC OH N     -   133,550.      615,410.      MT  (+/- 180 meters Scaled)
 KZ0222
 KZ0222                          SUPERSEDED SURVEY CONTROL
 KZ0222
 KZ0222  NGVD 29 (??/??/92)  329.174  (m)         1079.96   (f) ADJ UNCH    2 0
 KZ0222
 KZ0222.Superseded values are not recommended for survey control.
 KZ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0222.See file dsdata.txt to determine how the superseded data were derived.
 KZ0222
 KZ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF889250(NAD 83)
 KZ0222_MARKER: DD = SURVEY DISK
 KZ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0222_STAMPING: C 244
 KZ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0222+STABILITY: SURFACE MOTION
 KZ0222
 KZ0222  HISTORY     - Date     Condition        Report By
 KZ0222  HISTORY     - UNK      MONUMENTED       OHGS
 KZ0222  HISTORY     - 1959     GOOD             NGS
 KZ0222  HISTORY     - 1987     GOOD             OHDT
 KZ0222
 KZ0222                          STATION DESCRIPTION
 KZ0222
 KZ0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0222'AT ASHLAND.
 KZ0222'AT ASHLAND, AT THE COURTHOUSE, IN THE SOUTHEAST CORNER OF THE
 KZ0222'LAWN, AT THE INTERSECTION OF 2ND. AND CHURCH STREETS, 15 1/2
 KZ0222'FEET NORTH OF THE NORTH CURB LINE OF 2ND. STREET, 42 FEET WEST
 KZ0222'OF THE WEST CURB LINE OF CHURCH STREET, 48 1/2 FEET SOUTH OF THE
 KZ0222'SOUTHEAST CORNER OF THE COURTHOUSE, 14 FEET SOUTHWEST OF THE
 KZ0222'SOUTHWEST CORNER OF A SOLDIERS MONUMENT, 4 1/2 FEET NORTHWEST OF
 KZ0222'THE SOUTHWEST CORNER OF A STONE WALK SET IN TOP OF A CONCRETE
 KZ0222'POST FLUSH WITH THE LAWN.  NOTE-- STAMPED BY THIS PARTY IN 1959.
 KZ0222
 KZ0222                          STATION RECOVERY (1987)
 KZ0222
 KZ0222'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DMK)
 KZ0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0728 ***********************************************************************
 KZ0728  DESIGNATION -  C 245
 KZ0728  PID         -  KZ0728
 KZ0728  STATE/COUNTY-  OH/MUSKINGUM
 KZ0728  USGS QUAD   -  DRESDEN (1978)
 KZ0728
 KZ0728                         *CURRENT SURVEY CONTROL
 KZ0728  ___________________________________________________________________
 KZ0728* NAD 83(1986)-  40 04 46.     (N)    082 00 13.     (W)     SCALED    
 KZ0728* NAVD 88     -       217.856  (meters)     714.75   (feet)  ADJUSTED  
 KZ0728  ___________________________________________________________________
 KZ0728  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KZ0728  DYNAMIC HT  -         217.741 (meters)     714.37  (feet)  COMP
 KZ0728  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 KZ0728
 KZ0728  VERT ORDER  -  FIRST     CLASS II
 KZ0728
 KZ0728.The horizontal coordinates were scaled from a topographic map and have
 KZ0728.an estimated accuracy of +/- 6 seconds.
 KZ0728
 KZ0728.The orthometric height was determined by differential leveling
 KZ0728.and adjusted by the National Geodetic Survey in June 1991..
 KZ0728
 KZ0728.The geoid height was determined by GEOID03.
 KZ0728
 KZ0728.The dynamic height is computed by dividing the NAVD 88
 KZ0728.geopotential number by the normal gravity value computed on the
 KZ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0728.degrees latitude (g = 980.6199 gals.).
 KZ0728
 KZ0728.The modeled gravity was interpolated from observed gravity values.
 KZ0728
 KZ0728;                    North         East    Units  Estimated Accuracy
 KZ0728;SPC OH S     -   230,970.      642,340.      MT  (+/- 180 meters Scaled)
 KZ0728
 KZ0728                          SUPERSEDED SURVEY CONTROL
 KZ0728
 KZ0728  NGVD 29 (??/??/92)  218.074  (m)          715.46   (f) ADJ UNCH    1 2
 KZ0728
 KZ0728.Superseded values are not recommended for survey control.
 KZ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0728.See file dsdata.txt to determine how the superseded data were derived.
 KZ0728
 KZ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME144370(NAD 83)
 KZ0728_MARKER: DB = BENCH MARK DISK
 KZ0728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0728_SP_SET: CULVERT STEP
 KZ0728_STAMPING: C 245 1959
 KZ0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0728
 KZ0728  HISTORY     - Date     Condition        Report By
 KZ0728  HISTORY     - 1959     MONUMENTED       CGS
 KZ0728
 KZ0728                          STATION DESCRIPTION
 KZ0728
 KZ0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0728'3.1 MI S FROM DRESDEN.
 KZ0728'ABOUT 3.1 MILES SOUTH ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 KZ0728'RAILROAD FROM THE STATION AT DRESDEN, ALSO ABOUT 3.25 MILES
 KZ0728'SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT DRESDEN,
 KZ0728'0.1 MILE NORTHWEST OF N.Y. C. AND ST. L. RR. MILEPOST 133, 0.35
 KZ0728'MILE SOUTH OF PENNSYLVANIA RAILROAD MILEPOST T 5, 0.05 MILE
 KZ0728'NORTHEAST OF THE N.Y. C AND ST. L. RR. TRACK, 14.2 FEET
 KZ0728'SOUTHWEST OF THE SOUTHWEST RAIL OF THE PENNSYLVANIA TRACK, IN
 KZ0728'TOP OF THE 2ND. STEP DOWN OF THE WEST WING WALL OF STONE
 KZ0728'MASONRY ARCHED CULVERT NO. 5-34 FOR A CREEK, AND ABOUT 4 1/2
 KZ0728'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1518 ***********************************************************************
 JX1518  DESIGNATION -  C 246
 JX1518  PID         -  JX1518
 JX1518  STATE/COUNTY-  OH/MORGAN
 JX1518  USGS QUAD   -  STOCKPORT (1994)
 JX1518
 JX1518                         *CURRENT SURVEY CONTROL
 JX1518  ___________________________________________________________________
 JX1518* NAD 83(1986)-  39 33 30.     (N)    081 46 41.     (W)     SCALED    
 JX1518* NAVD 88     -       203.589  (meters)     667.94   (feet)  ADJUSTED  
 JX1518  ___________________________________________________________________
 JX1518  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1518  DYNAMIC HT  -         203.466 (meters)     667.54  (feet)  COMP
 JX1518  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 JX1518
 JX1518  VERT ORDER  -  FIRST     CLASS II
 JX1518
 JX1518.The horizontal coordinates were scaled from a topographic map and have
 JX1518.an estimated accuracy of +/- 6 seconds.
 JX1518
 JX1518.The orthometric height was determined by differential leveling
 JX1518.and adjusted by the National Geodetic Survey in June 1991..
 JX1518
 JX1518.The geoid height was determined by GEOID03.
 JX1518
 JX1518.The dynamic height is computed by dividing the NAVD 88
 JX1518.geopotential number by the normal gravity value computed on the
 JX1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1518.degrees latitude (g = 980.6199 gals.).
 JX1518
 JX1518.The modeled gravity was interpolated from observed gravity values.
 JX1518
 JX1518;                    North         East    Units  Estimated Accuracy
 JX1518;SPC OH S     -   173,240.      662,040.      MT  (+/- 180 meters Scaled)
 JX1518
 JX1518                          SUPERSEDED SURVEY CONTROL
 JX1518
 JX1518  NGVD 29 (??/??/92)  203.788  (m)          668.59   (f) ADJ UNCH    1 2
 JX1518
 JX1518.Superseded values are not recommended for survey control.
 JX1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1518.See file dsdata.txt to determine how the superseded data were derived.
 JX1518
 JX1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD331790(NAD 83)
 JX1518_MARKER: DB = BENCH MARK DISK
 JX1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1518_STAMPING: C 246 1959
 JX1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1518+STABILITY: SURFACE MOTION
 JX1518
 JX1518  HISTORY     - Date     Condition        Report By
 JX1518  HISTORY     - 1959     MONUMENTED       CGS
 JX1518
 JX1518                          STATION DESCRIPTION
 JX1518
 JX1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1518'0.9 MI NE FROM STOCKPORT.
 JX1518'ABOUT 0.9 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1518'FROM THE STATION AT STOCKPORT, AT ERVIN AIRFIELD, ACROSS THE
 JX1518'TRACK FROM AND BETWEEN MILEPOLES 33+15 AND 33+16, 11 1/2 FEET
 JX1518'NORTHWEST OF THE NORTHWEST RAIL, 22 FEET NORTH OF THE CENTER OF
 JX1518'A FARM ROAD CROSSING, 1 FOOT SOUTHEAST OF A WIRE FENCE, 11
 JX1518'FEET NORTHEAST OF THE SOUTHWEST END OF FENCE, AT THE SOUTHWEST
 JX1518'END OF A CURVE WITH TANGENTS EXTENDING SOUTHWEST AND NORTHWEST,
 JX1518'40 YARDS EAST OF THE CENTER OF JUNCTION OF FARM ROAD AND RUNWAY
 JX1518'LEADING SOUTHWEST, 2 FEET SOUTHWEST OF A STEEL WITNESS POST,
 JX1518'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF A
 JX1518'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1489 ***********************************************************************
 JX1489  DESIGNATION -  C 247
 JX1489  PID         -  JX1489
 JX1489  STATE/COUNTY-  OH/MORGAN
 JX1489  USGS QUAD   -  PHILO (1994)
 JX1489
 JX1489                         *CURRENT SURVEY CONTROL
 JX1489  ___________________________________________________________________
 JX1489* NAD 83(1986)-  39 45 34.     (N)    081 53 58.     (W)     SCALED    
 JX1489* NAVD 88     -       211.469  (meters)     693.79   (feet)  ADJUSTED  
 JX1489  ___________________________________________________________________
 JX1489  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JX1489  DYNAMIC HT  -         211.349 (meters)     693.40  (feet)  COMP
 JX1489  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 JX1489
 JX1489  VERT ORDER  -  FIRST     CLASS II
 JX1489
 JX1489.The horizontal coordinates were scaled from a topographic map and have
 JX1489.an estimated accuracy of +/- 6 seconds.
 JX1489
 JX1489.The orthometric height was determined by differential leveling
 JX1489.and adjusted by the National Geodetic Survey in June 1991..
 JX1489
 JX1489.The geoid height was determined by GEOID03.
 JX1489
 JX1489.The dynamic height is computed by dividing the NAVD 88
 JX1489.geopotential number by the normal gravity value computed on the
 JX1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1489.degrees latitude (g = 980.6199 gals.).
 JX1489
 JX1489.The modeled gravity was interpolated from observed gravity values.
 JX1489
 JX1489;                    North         East    Units  Estimated Accuracy
 JX1489;SPC OH S     -   195,500.      651,460.      MT  (+/- 180 meters Scaled)
 JX1489
 JX1489                          SUPERSEDED SURVEY CONTROL
 JX1489
 JX1489  NGVD 29 (??/??/92)  211.678  (m)          694.48   (f) ADJ UNCH    1 2
 JX1489
 JX1489.Superseded values are not recommended for survey control.
 JX1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1489.See file dsdata.txt to determine how the superseded data were derived.
 JX1489
 JX1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME229014(NAD 83)
 JX1489_MARKER: DB = BENCH MARK DISK
 JX1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1489_STAMPING: C 247 1959
 JX1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1489+STABILITY: SURFACE MOTION
 JX1489
 JX1489  HISTORY     - Date     Condition        Report By
 JX1489  HISTORY     - 1959     MONUMENTED       CGS
 JX1489
 JX1489                          STATION DESCRIPTION
 JX1489
 JX1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1489'8 MI S FROM PHILO.
 JX1489'ABOUT 8.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1489'FROM THE STATION AT PHILO, 2.15 MILES NORTH OF THE STATION SIGN
 JX1489'AT EAGLEPORT, IN SECTION 5, T-11-N, R-12-W, 24 FEET WEST OF THE
 JX1489'WEST RAIL, 46 FEET WEST OF AND ACROSS THE TRACK FROM MILEPOLE 15+7,
 JX1489'1 FOOT EAST OF A WIRE FENCE, 12 FEET EAST OF THE CENTER LINE OF
 JX1489'A DRIVE TO A FARMHOUSE, 29 FEET SOUTH OF POWER LINE POLE 855-78
 JX1489'SUPPORTING A TRANSFORMER, 2.3 FEET SOUTH OF A STEEL WITNESS POST,
 JX1489'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 30 YARDS
 JX1489'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE, AND SET IN
 JX1489'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1145 ***********************************************************************
 KZ1145  DESIGNATION -  C 248
 KZ1145  PID         -  KZ1145
 KZ1145  STATE/COUNTY-  OH/RICHLAND
 KZ1145  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ1145
 KZ1145                         *CURRENT SURVEY CONTROL
 KZ1145  ___________________________________________________________________
 KZ1145* NAD 83(1986)-  40 46 42.     (N)    082 30 48.     (W)     SCALED    
 KZ1145* NAVD 88     -       351.827  (meters)    1154.29   (feet)  ADJUSTED  
 KZ1145  ___________________________________________________________________
 KZ1145  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KZ1145  DYNAMIC HT  -         351.656 (meters)    1153.72  (feet)  COMP
 KZ1145  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 KZ1145
 KZ1145  VERT ORDER  -  SECOND    CLASS 0
 KZ1145
 KZ1145.The horizontal coordinates were scaled from a topographic map and have
 KZ1145.an estimated accuracy of +/- 6 seconds.
 KZ1145
 KZ1145.The orthometric height was determined by differential leveling
 KZ1145.and adjusted by the National Geodetic Survey in June 1991..
 KZ1145
 KZ1145.The geoid height was determined by GEOID03.
 KZ1145
 KZ1145.The dynamic height is computed by dividing the NAVD 88
 KZ1145.geopotential number by the normal gravity value computed on the
 KZ1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1145.degrees latitude (g = 980.6199 gals.).
 KZ1145
 KZ1145.The modeled gravity was interpolated from observed gravity values.
 KZ1145
 KZ1145;                    North         East    Units  Estimated Accuracy
 KZ1145;SPC OH N     -   123,450.      598,880.      MT  (+/- 180 meters Scaled)
 KZ1145
 KZ1145                          SUPERSEDED SURVEY CONTROL
 KZ1145
 KZ1145  NGVD 29 (??/??/92)  351.983  (m)         1154.80   (f) ADJ UNCH    2 0
 KZ1145
 KZ1145.Superseded values are not recommended for survey control.
 KZ1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1145.See file dsdata.txt to determine how the superseded data were derived.
 KZ1145
 KZ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF722152(NAD 83)
 KZ1145_MARKER: DB = BENCH MARK DISK
 KZ1145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1145_SP_SET: ABUTMENT
 KZ1145_STAMPING: G 248 1959
 KZ1145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1145
 KZ1145  HISTORY     - Date     Condition        Report By
 KZ1145  HISTORY     - 1959     MONUMENTED       CGS
 KZ1145  HISTORY     - 20040526 MARK NOT FOUND   USPSQD
 KZ1145
 KZ1145                          STATION DESCRIPTION
 KZ1145
 KZ1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1145'AT MANSFIELD.
 KZ1145'AT MANSFIELD, AT THE EAST END OF U.S. HIGHWAY 30 (MANSFIELD
 KZ1145'EXPRESSWAY) OVER STATE HIGHWAY 13, IN THE TOP OF NORTH END OF
 KZ1145'EAST CONCRETE ABUTMENT, 4 FEET NORTH OF CONCRETE BANISTER
 KZ1145'AND 1 FOOT ABOVE LEVEL OF BRIDGE FLOOR.
 KZ1145
 KZ1145                          STATION RECOVERY (2004)
 KZ1145
 KZ1145'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1145'BRIDGE UNDER HEAVY CONSTRUCTION AS WELLAS ROAD WIDENING.UNABLE TO GET
 KZ1145'TO SITE MARK MAY OR MAY NOT BE THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1208 ***********************************************************************
 KZ1208  DESIGNATION -  C 248
 KZ1208  PID         -  KZ1208
 KZ1208  STATE/COUNTY-  OH/RICHLAND
 KZ1208  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ1208
 KZ1208                         *CURRENT SURVEY CONTROL
 KZ1208  ___________________________________________________________________
 KZ1208* NAD 83(1995)-  40 49 33.53961(N)    082 30 11.47095(W)     ADJUSTED  
 KZ1208* NAVD 88     -       379.714  (meters)    1245.78   (feet)  ADJUSTED  
 KZ1208  ___________________________________________________________________
 KZ1208  X           -     630,633.005 (meters)                     COMP
 KZ1208  Y           -  -4,792,192.631 (meters)                     COMP
 KZ1208  Z           -   4,148,045.375 (meters)                     COMP
 KZ1208  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 KZ1208  ELLIP HEIGHT-         345.89  (meters)          (10/07/05) GPS OBS
 KZ1208  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ1208  DYNAMIC HT  -         379.533 (meters)    1245.18  (feet)  COMP
 KZ1208  MODELED GRAV-     980,135.4   (mgal)                       NAVD 88
 KZ1208
 KZ1208  HORZ ORDER  -  THIRD
 KZ1208  VERT ORDER  -  SECOND    CLASS 0
 KZ1208  ELLP ORDER  -  FOURTH    CLASS II
 KZ1208
 KZ1208.The horizontal coordinates were established by GPS observations
 KZ1208.and adjusted by the National Geodetic Survey in May 1998..
 KZ1208
 KZ1208.The orthometric height was determined by differential leveling
 KZ1208.and adjusted by the National Geodetic Survey in June 1991..
 KZ1208
 KZ1208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1208
 KZ1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1208
 KZ1208.The ellipsoidal height was determined by GPS observations
 KZ1208.and is referenced to NAD 83.
 KZ1208
 KZ1208.The geoid height was determined by GEOID03.
 KZ1208
 KZ1208.The dynamic height is computed by dividing the NAVD 88
 KZ1208.geopotential number by the normal gravity value computed on the
 KZ1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1208.degrees latitude (g = 980.6199 gals.).
 KZ1208
 KZ1208.The modeled gravity was interpolated from observed gravity values.
 KZ1208
 KZ1208;                    North         East     Units Scale Factor Converg.
 KZ1208;SPC OH N     -   128,737.242   599,731.224   MT  0.99994799   -0 00 07.5
 KZ1208;UTM  17      - 4,520,527.012   373,245.674   MT  0.99979775   -0 58 58.3
 KZ1208
 KZ1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1208!SPC OH N     -   0.99994575  x   0.99994799  =   0.99989374
 KZ1208!UTM  17      -   0.99994575  x   0.99979775  =   0.99974351
 KZ1208
 KZ1208                          SUPERSEDED SURVEY CONTROL
 KZ1208
 KZ1208  ELLIP H (05/28/98)  345.90   (m)                       GP(       ) 4 2
 KZ1208  NAVD 88 (05/28/98)  379.71   (m)         1245.8    (f) LEVELING    3  
 KZ1208  NGVD 29 (??/??/92)  379.873  (m)         1246.30   (f) ADJ UNCH    2 0
 KZ1208
 KZ1208.Superseded values are not recommended for survey control.
 KZ1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1208.See file dsdata.txt to determine how the superseded data were derived.
 KZ1208
 KZ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7324620527(NAD 83)
 KZ1208_MARKER: DB = BENCH MARK DISK
 KZ1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1208_STAMPING: C 248 1959
 KZ1208_MARK LOGO: CGS   
 KZ1208_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1208+STABILITY: SURFACE MOTION
 KZ1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1208+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1997
 KZ1208
 KZ1208  HISTORY     - Date     Condition        Report By
 KZ1208  HISTORY     - 1959     MONUMENTED       CGS
 KZ1208  HISTORY     - 1970     GOOD             NGS
 KZ1208  HISTORY     - 19971007 GOOD             NGS
 KZ1208  HISTORY     - 20040525 MARK NOT FOUND   USPSQD
 KZ1208
 KZ1208                          STATION DESCRIPTION
 KZ1208
 KZ1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1208'3.6 MI N FROM MANSFIELD.
 KZ1208'ABOUT 3.6 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE OVERPASS
 KZ1208'OF U.S. HIGHWAY 30 AT MANSFIELD, ABOUT 0.3 MILE SOUTHEAST OF
 KZ1208'INTERSECTION OF AMOY PAVONIA ROAD, AT THE SOUTHEAST END OF A CUT,
 KZ1208'36 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 72 FEET NORTHWEST
 KZ1208'OF NORTHWEST END OF A GUARD RAIL ALONG NORTHEAST SIDE OF HIGHWAY,
 KZ1208'324 1/2 FEET NORTHWEST OF NORTHWEST END OF NORTHEAST CONCRETE HEAD
 KZ1208'WALL OF A PIPE CULVERT, 2 FEET SOUTHEAST OF A METAL WITNESS POST,
 KZ1208'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 KZ1208'PROJECTING 2 INCHES.
 KZ1208
 KZ1208                          STATION RECOVERY (1970)
 KZ1208
 KZ1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1208'RECOVERED IN GOOD CONDITION.
 KZ1208
 KZ1208                          STATION RECOVERY (1997)
 KZ1208
 KZ1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 KZ1208'RECOVERED IN AS DESCRIBED WITH NOTES.  THE STATION IS IN THE RIGHT OF
 KZ1208'WAY FOR STATE HIGHWAY 13.  THE STATION IS LOCATED 2.1 KM (1.30 MI)
 KZ1208'NORTHERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION WITH SOUTH AIRPORT
 KZ1208'ROAD.  THE STATION IS LOCATED SOUTHEAST FROM THE NORTHEASTERLY
 KZ1208'EXTENDED CENTERLINE OF RUNWAY 05-23 AT MANSFIELD LAHM MUNICIPAL
 KZ1208'AIRPORT.
 KZ1208
 KZ1208                          STATION RECOVERY (2004)
 KZ1208
 KZ1208'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1045 ***********************************************************************
 KZ1045  DESIGNATION -  C 249
 KZ1045  PID         -  KZ1045
 KZ1045  STATE/COUNTY-  OH/RICHLAND
 KZ1045  USGS QUAD   -  SHELBY (1980)
 KZ1045
 KZ1045                         *CURRENT SURVEY CONTROL
 KZ1045  ___________________________________________________________________
 KZ1045* NAD 83(1986)-  40 53 11.     (N)    082 39 35.     (W)     SCALED    
 KZ1045* NAVD 88     -       329.632  (meters)    1081.47   (feet)  ADJUSTED  
 KZ1045  ___________________________________________________________________
 KZ1045  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KZ1045  DYNAMIC HT  -         329.473 (meters)    1080.95  (feet)  COMP
 KZ1045  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 KZ1045
 KZ1045  VERT ORDER  -  FIRST     CLASS I
 KZ1045
 KZ1045.The horizontal coordinates were scaled from a topographic map and have
 KZ1045.an estimated accuracy of +/- 6 seconds.
 KZ1045
 KZ1045.The orthometric height was determined by differential leveling
 KZ1045.and adjusted by the National Geodetic Survey in June 1991..
 KZ1045
 KZ1045.The geoid height was determined by GEOID03.
 KZ1045
 KZ1045.The dynamic height is computed by dividing the NAVD 88
 KZ1045.geopotential number by the normal gravity value computed on the
 KZ1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1045.degrees latitude (g = 980.6199 gals.).
 KZ1045
 KZ1045.The modeled gravity was interpolated from observed gravity values.
 KZ1045
 KZ1045;                    North         East    Units  Estimated Accuracy
 KZ1045;SPC OH N     -   135,460.      586,540.      MT  (+/- 180 meters Scaled)
 KZ1045
 KZ1045                          SUPERSEDED SURVEY CONTROL
 KZ1045
 KZ1045  NGVD 29 (??/??/92)  329.777  (m)         1081.94   (f) ADJ UNCH    1 1
 KZ1045
 KZ1045.Superseded values are not recommended for survey control.
 KZ1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1045.See file dsdata.txt to determine how the superseded data were derived.
 KZ1045
 KZ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF601274(NAD 83)
 KZ1045_MARKER: DB = BENCH MARK DISK
 KZ1045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1045_SP_SET: ABUTMENT
 KZ1045_STAMPING: C 249 1959
 KZ1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ1045+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 KZ1045
 KZ1045  HISTORY     - Date     Condition        Report By
 KZ1045  HISTORY     - 1959     MONUMENTED       CGS
 KZ1045  HISTORY     - 1967     GOOD             NGS
 KZ1045  HISTORY     - 1973     GOOD             OHDT
 KZ1045  HISTORY     - 1987     GOOD             OHDT
 KZ1045  HISTORY     - 1991     GOOD             USPSQD
 KZ1045  HISTORY     - 20040528 GOOD             USPSQD
 KZ1045  HISTORY     - 20050915 GOOD             USPSQD
 KZ1045
 KZ1045                          STATION DESCRIPTION
 KZ1045
 KZ1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1045'AT SHELBY.
 KZ1045'AT SHELBY, ABOUT 0.35 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL
 KZ1045'RAILROAD FROM THE STATION, ABOUT 128 YARDS EAST OF THE CROSSING
 KZ1045'OF SMILEY AVENUE, SET ON THE TOP OF THE NORTH END OF THE EAST
 KZ1045'ABUTMENT OF A 60-FOOT CONCRETE BRIDGE OVER BLACK FORK MOHICAN
 KZ1045'RIVER, 18 FEET NORTH OF THE CENTER LINE OF SMILEY AVENUE, 1 FOOT
 KZ1045'ABOVE THE LEVEL OF THE AVENUE AND ABOUT 15 FEET BELOW THE LEVEL
 KZ1045'OF THE TRACK.
 KZ1045
 KZ1045                          STATION RECOVERY (1973)
 KZ1045
 KZ1045'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1045'RECOVERED IN GOOD CONDITION.
 KZ1045
 KZ1045                          STATION RECOVERY (1987)
 KZ1045
 KZ1045'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1045'RECOVERED IN GOOD CONDITION.
 KZ1045
 KZ1045                          STATION RECOVERY (1991)
 KZ1045
 KZ1045'RECOVERY NOTE BY US POWER SQUADRON 1991 (TF)
 KZ1045'RECOVERED IN GOOD CONDITION.
 KZ1045
 KZ1045                          STATION RECOVERY (2004)
 KZ1045
 KZ1045'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1045'RECOVERED IN GOOD CONDITION.
 KZ1045
 KZ1045                          STATION RECOVERY (2005)
 KZ1045
 KZ1045'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1212 ***********************************************************************
 KZ1212  DESIGNATION -  C 250
 KZ1212  PID         -  KZ1212
 KZ1212  STATE/COUNTY-  OH/RICHLAND
 KZ1212  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ1212
 KZ1212                         *CURRENT SURVEY CONTROL
 KZ1212  ___________________________________________________________________
 KZ1212* NAD 83(1995)-  40 48 51.45514(N)    082 30 45.85644(W)     ADJUSTED  
 KZ1212* NAVD 88     -       394.344  (meters)    1293.78   (feet)  ADJUSTED  
 KZ1212  ___________________________________________________________________
 KZ1212  X           -     629,946.141 (meters)                     COMP
 KZ1212  Y           -  -4,793,150.110 (meters)                     COMP
 KZ1212  Z           -   4,147,072.469 (meters)                     COMP
 KZ1212  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 KZ1212  ELLIP HEIGHT-         360.54  (meters)          (10/07/05) GPS OBS
 KZ1212  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ1212  DYNAMIC HT  -         394.155 (meters)    1293.16  (feet)  COMP
 KZ1212  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 KZ1212
 KZ1212  HORZ ORDER  -  THIRD
 KZ1212  VERT ORDER  -  SECOND    CLASS 0
 KZ1212  ELLP ORDER  -  FOURTH    CLASS II
 KZ1212
 KZ1212.This mark is at Mansfield Lahm Municipal Airport (MFD)
 KZ1212
 KZ1212.The horizontal coordinates were established by GPS observations
 KZ1212.and adjusted by the National Geodetic Survey in May 1998..
 KZ1212
 KZ1212.The orthometric height was determined by differential leveling
 KZ1212.and adjusted by the National Geodetic Survey in June 1991..
 KZ1212
 KZ1212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1212
 KZ1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1212
 KZ1212.The ellipsoidal height was determined by GPS observations
 KZ1212.and is referenced to NAD 83.
 KZ1212
 KZ1212.The geoid height was determined by GEOID03.
 KZ1212
 KZ1212.The dynamic height is computed by dividing the NAVD 88
 KZ1212.geopotential number by the normal gravity value computed on the
 KZ1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1212.degrees latitude (g = 980.6199 gals.).
 KZ1212
 KZ1212.The modeled gravity was interpolated from observed gravity values.
 KZ1212
 KZ1212;                    North         East     Units Scale Factor Converg.
 KZ1212;SPC OH N     -   127,439.188   598,925.347   MT  0.99994887   -0 00 30.1
 KZ1212;UTM  17      - 4,519,243.133   372,417.824   MT  0.99980035   -0 59 19.9
 KZ1212
 KZ1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1212!SPC OH N     -   0.99994345  x   0.99994887  =   0.99989232
 KZ1212!UTM  17      -   0.99994345  x   0.99980035  =   0.99974381
 KZ1212
 KZ1212:                Primary Azimuth Mark                     Grid Az
 KZ1212:SPC OH N     -  MFD ARP                                  343 24 26.7
 KZ1212:UTM  17      -  MFD ARP                                  344 23 16.5
 KZ1212
 KZ1212|---------------------------------------------------------------------|
 KZ1212| PID    Reference Object                     Distance      Geod. Az  |
 KZ1212|                                                           dddmmss.s |
 KZ1212| AB3474 MFD ARP                             APPROX. 0.6 KM 3432356.6 |
 KZ1212|---------------------------------------------------------------------|
 KZ1212
 KZ1212                          SUPERSEDED SURVEY CONTROL
 KZ1212
 KZ1212  ELLIP H (05/28/98)  360.55   (m)                       GP(       ) 4 2
 KZ1212  NAVD 88 (05/28/98)  394.34   (m)         1293.8    (f) LEVELING    3  
 KZ1212  NGVD 29 (??/??/92)  394.500  (m)         1294.29   (f) ADJ UNCH    2 0
 KZ1212
 KZ1212.Superseded values are not recommended for survey control.
 KZ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1212.See file dsdata.txt to determine how the superseded data were derived.
 KZ1212
 KZ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7241819243(NAD 83)
 KZ1212_MARKER: DB = BENCH MARK DISK
 KZ1212_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KZ1212_SP_SET: 6 FT DEEP CONCRETE MANHOLE
 KZ1212_STAMPING: C 250 1959
 KZ1212_MARK LOGO: CGS   
 KZ1212_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1212+STABILITY: SURFACE MOTION
 KZ1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1212+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1997
 KZ1212
 KZ1212  HISTORY     - Date     Condition        Report By
 KZ1212  HISTORY     - 1959     MONUMENTED       CGS
 KZ1212  HISTORY     - 1963     GOOD             NGS
 KZ1212  HISTORY     - 19870322 GOOD             USPSQD
 KZ1212  HISTORY     - 19971007 GOOD             NGS
 KZ1212
 KZ1212                          STATION DESCRIPTION
 KZ1212
 KZ1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1212'3 MI N FROM MANSFIELD.
 KZ1212'ABOUT 3 MILES NORTH OF MANSFIELD, AT MANSFIELD MUNICIPAL AIRPORT,
 KZ1212'188 FEET EAST OF CENTER LINE OF AIRPORT ROAD, 20 1/2 FEET SOUTH
 KZ1212'OF CENTER LINE OF A SERVICE ROAD ALONG NORTH SIDE OF HANGARS,
 KZ1212'17 1/2 FEET WEST OF CENTER LINE OF ROAD SOUTH, 157 FEET
 KZ1212'EAST-SOUTHEAST AND ACROSS SERVICE ROAD FROM A FIRE HYDRANT,
 KZ1212'96 1/2 FEET SOUTH AND ACROSS ROAD FROM THE SOUTHEAST LEG OF A LIGHT
 KZ1212'BEACON TOWER, 30 FEET WEST OF NORTHWEST CORNER OF A 12 BY 12-FOOT
 KZ1212'WINDOWLESS CONCRETE BLOCK BUILDING, IN THE TOP OF SOUTHWEST CORNER
 KZ1212'OF A 6-FOOT MANHOLE WITH 3-FOOT SQUARE IRON LID AND ABOUT LEVEL
 KZ1212'WITH ROAD SOUTH.
 KZ1212
 KZ1212                          STATION RECOVERY (1963)
 KZ1212
 KZ1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KZ1212'RECOVERED IN GOOD CONDITION.
 KZ1212
 KZ1212                          STATION RECOVERY (1987)
 KZ1212
 KZ1212'RECOVERY NOTE BY US POWER SQUADRON 1987 (WN)
 KZ1212'RECOVERED IN GOOD CONDITION.
 KZ1212
 KZ1212                          STATION RECOVERY (1997)
 KZ1212
 KZ1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 KZ1212'RECOVERED AS DESCRIBED WITH UPDATED DESCRIPTION AS FOLLOWS.  THE
 KZ1212'STATION IS ABOUT 6 KM (3.70 MI) NORTH FROM MANSFIELD AT THE MANSFIELD
 KZ1212'LAHM MUNICIPAL AIRPORT, EAST FROM HARRINGTON MEMORIAL ROAD AND SOUTH
 KZ1212'FROM THE AIRPORT BEACON.  OWNERSHIP--CITY OF MANSFIELD, 2000
 KZ1212'HARRINGTON MEMORIAL ROAD, MANSFIELD OH 44903.  AIRPORT MANAGER IS
 KZ1212'RICHARD NASIPAK PHONE (419) 522-2191.  MAINTENANCE SUPERVISOR IS BRUCE
 KZ1212'BAUMAN.  THIS STATION IS OUTSIDE OF THE AIRPORT OPERATIONS AREA.  TO
 KZ1212'REACH THE STATION FROM STATE HIGHWAY 13 AT THE US HIGHWAY 30 OVERPASS
 KZ1212'ON THE NORTH SIDE OF MANSFIELD, GO NORTH ON STATE HIGHWAY 13 FOR 1.5
 KZ1212'KM (0.95 MI) TO A FORK IN THE ROAD.  TURN LEFT ONTO HARRINGTON
 KZ1212'MEMORIAL ROAD AND GO NORTH FOR ..........MI PASSING SOUTH AIRPORT ROAD
 KZ1212'AT .....MI TO A PAVED ROAD RIGHT AND THE STATION ON RIGHT.  THE MARK
 KZ1212'IS A CGS BENCHMARK DISK IN THE SOUTHWEST CORNER OF A 2.2 M (7.2 FT) BY
 KZ1212'1.9 M (6.2 FT) BY 1.9 M (6.2 FT) DEEP CONCRETE MANHOLE WITH A 0.9 M
 KZ1212'(3.0 FT) SOLID SQUARE LID.  THE STATION IS LOCATED 58.0 M (190.3 FT)
 KZ1212'EAST FROM HARRINGTON MEMORIAL ROAD CENTER, 29.3 M (96.1 FT) SOUTH FROM
 KZ1212'THE SOUTHEAST LEG OF THE BEACON TOWER, 6.2 M (20.3 FT) SOUTH FROM AN
 KZ1212'ASPHALT ROAD CENTER, ........FT WEST FROM A ROAD LEADING SOUTH TO A
 KZ1212'RAMP AREA, 2.0 M (6.6 FT) SOUTHWEST FROM THE ASPHALT EDGE ALONG A
 KZ1212'CURVE, 1.3 M (4.3 FT) NORTH-NORTHWEST FROM A WOOD UTILITY POLE WITH
 KZ1212'TWO GUYED ANCHORS, AND 20 CM (8 IN) NORTH FROM A METAL NGS WITNESS
 KZ1212'POST.  THE STATION IS SET FLUSH ONTO THE CONCRETE MANHOLE AND 0.5 M
 KZ1212'(1.6 FT) BELOW THE EAST-WEST ROAD CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6784 ***********************************************************************
 DH6784  DESIGNATION -  C 250 RESET
 DH6784  PID         -  DH6784
 DH6784  STATE/COUNTY-  OH/RICHLAND
 DH6784  USGS QUAD   -  MANSFIELD NORTH (1982)
 DH6784
 DH6784                         *CURRENT SURVEY CONTROL
 DH6784  ___________________________________________________________________
 DH6784* NAD 83(1986)-  40 48 51.     (N)    082 30 46.     (W)     SCALED    
 DH6784* NAVD 88     -       395.18   (meters)    1296.5    (feet)  RESET     
 DH6784  ___________________________________________________________________
 DH6784  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DH6784
 DH6784  VERT ORDER  -  THIRD
 DH6784
 DH6784.The horizontal coordinates were scaled from a topographic map and have
 DH6784.an estimated accuracy of +/- 6 seconds.
 DH6784
 DH6784.The orthometric height was computed from unverified reset data.
 DH6784.No vertical observational check was made to the station.
 DH6784
 DH6784.The geoid height was determined by GEOID03.
 DH6784
 DH6784;                    North         East    Units  Estimated Accuracy
 DH6784;SPC OH N     -   127,430.      598,920.      MT  (+/- 180 meters Scaled)
 DH6784
 DH6784                          SUPERSEDED SURVEY CONTROL
 DH6784
 DH6784.No superseded survey control is available for this station.
 DH6784
 DH6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF724192(NAD 83)
 DH6784_MARKER: DV = VERTICAL CONTROL DISK
 DH6784_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH6784_SP_SET: SLAB
 DH6784_STAMPING: C 250 RESET 2002
 DH6784_MARK LOGO: NGS   
 DH6784_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH6784
 DH6784  HISTORY     - Date     Condition        Report By
 DH6784  HISTORY     - 2002     MONUMENTED       OHDT
 DH6784
 DH6784                          STATION DESCRIPTION
 DH6784
 DH6784'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 2002 (WLS)
 DH6784'2.0 MILES (3.2 KM) NORTH OF MANSFIELD, AT MANSFIELD MUNICIPAL AIRPORT.
 DH6784'111.81 FEET (34.08 M) EAST OF SOUTH BOUND SERVICE ROAD, 141.82 FEET
 DH6784'(43.23 M) FROM SOUTHWEST CORNER OF FLYING TURTLE RESTAURANT, 137.15
 DH6784'FEET (41.80 M) FROM SOUTHEAST CORNER OF FLYING TURTLE RESTAURANT,
 DH6784'176.17 FEET (53.70 M) FROM LIGHT POLE LOCATED 30.0 FEET (9.1 M) WEST
 DH6784'OF MAIN ENTRANCE TO AIRPORT TERMINAL, 294.41 FEET (89.74 M) FROM THE
 DH6784'NORTHWEST LEG OF LIGHT BEACON TOWER SOUTH OF PARKING LOT, 2.0 FEET
 DH6784'(0.6 M) SOUTH OF FLAG POLE IN 6X6 FOOT CONCRETE SLAB AND LEVEL WITH
 DH6784'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1144 ***********************************************************************
 KZ1144  DESIGNATION -  C 251
 KZ1144  PID         -  KZ1144
 KZ1144  STATE/COUNTY-  OH/RICHLAND
 KZ1144  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ1144
 KZ1144                         *CURRENT SURVEY CONTROL
 KZ1144  ___________________________________________________________________
 KZ1144* NAD 83(1986)-  40 46 27.     (N)    082 30 53.     (W)     SCALED    
 KZ1144* NAVD 88     -       350.261  (meters)    1149.15   (feet)  ADJUSTED  
 KZ1144  ___________________________________________________________________
 KZ1144  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KZ1144  DYNAMIC HT  -         350.090 (meters)    1148.59  (feet)  COMP
 KZ1144  MODELED GRAV-     980,127.7   (mgal)                       NAVD 88
 KZ1144
 KZ1144  VERT ORDER  -  SECOND    CLASS 0
 KZ1144
 KZ1144.The horizontal coordinates were scaled from a topographic map and have
 KZ1144.an estimated accuracy of +/- 6 seconds.
 KZ1144
 KZ1144.The orthometric height was determined by differential leveling
 KZ1144.and adjusted by the National Geodetic Survey in June 1991..
 KZ1144
 KZ1144.The geoid height was determined by GEOID03.
 KZ1144
 KZ1144.The dynamic height is computed by dividing the NAVD 88
 KZ1144.geopotential number by the normal gravity value computed on the
 KZ1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1144.degrees latitude (g = 980.6199 gals.).
 KZ1144
 KZ1144.The modeled gravity was interpolated from observed gravity values.
 KZ1144
 KZ1144;                    North         East    Units  Estimated Accuracy
 KZ1144;SPC OH N     -   122,980.      598,760.      MT  (+/- 180 meters Scaled)
 KZ1144
 KZ1144                          SUPERSEDED SURVEY CONTROL
 KZ1144
 KZ1144  NGVD 29 (??/??/92)  350.416  (m)         1149.66   (f) ADJ UNCH    2 0
 KZ1144
 KZ1144.Superseded values are not recommended for survey control.
 KZ1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1144.See file dsdata.txt to determine how the superseded data were derived.
 KZ1144
 KZ1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF721147(NAD 83)
 KZ1144_MARKER: DB = BENCH MARK DISK
 KZ1144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1144_SP_SET: BRIDGE
 KZ1144_STAMPING: C 251 1959
 KZ1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1144
 KZ1144  HISTORY     - Date     Condition        Report By
 KZ1144  HISTORY     - 1959     MONUMENTED       CGS
 KZ1144  HISTORY     - 20040526 MARK NOT FOUND   USPSQD
 KZ1144
 KZ1144                          STATION DESCRIPTION
 KZ1144
 KZ1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1144'AT MANSFIELD.
 KZ1144'AT MANSFIELD, ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 13
 KZ1144'(NORTH MAIN STREET) FROM OVERPASS OF U.S. HIGHWAY 30 OVER HIGHWAY,
 KZ1144'IN THE TOP AND 22 FEET NORTH OF SOUTH END OF EAST BRIDGE SIDE
 KZ1144'WALK OF HIGHWAY BRIDGE OVER ROCKY FORK OF MOHICAN RIVER, 18 1/2
 KZ1144'FEET EAST OF CENTER LINE OF BRIDGE FLOOR, 1/2 FOOT WEST OF
 KZ1144'CONCRETE BANISTER AND LEVEL WITH WALK.
 KZ1144
 KZ1144                          STATION RECOVERY (2004)
 KZ1144
 KZ1144'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1144'CONCRETE BANISTER NOT THERE AND ASPHALT OVERLAYED ON BRIDGE DECK AND
 KZ1144'POSSIBLY COVERED THE MARK OR IT'S MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1743 ***********************************************************************
 KZ1743  DESIGNATION -  C 251 RESET
 KZ1743  PID         -  KZ1743
 KZ1743  STATE/COUNTY-  OH/RICHLAND
 KZ1743  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ1743
 KZ1743                         *CURRENT SURVEY CONTROL
 KZ1743  ___________________________________________________________________
 KZ1743* NAD 83(1986)-  40 46 27.     (N)    082 30 53.     (W)     SCALED    
 KZ1743* NAVD 88     -       351.13   (meters)    1152.0    (feet)  RESET     
 KZ1743  ___________________________________________________________________
 KZ1743  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KZ1743
 KZ1743  VERT ORDER  -  THIRD
 KZ1743
 KZ1743.The horizontal coordinates were scaled from a topographic map and have
 KZ1743.an estimated accuracy of +/- 6 seconds.
 KZ1743
 KZ1743.The orthometric height was computed from unverified reset data.
 KZ1743.No vertical observational check was made to the station.
 KZ1743
 KZ1743.The geoid height was determined by GEOID03.
 KZ1743
 KZ1743;                    North         East    Units  Estimated Accuracy
 KZ1743;SPC OH N     -   122,980.      598,760.      MT  (+/- 180 meters Scaled)
 KZ1743
 KZ1743                          SUPERSEDED SURVEY CONTROL
 KZ1743
 KZ1743  NGVD 29 (10/13/05)  351.28   (m)         1152.5    (f) RESET       3  
 KZ1743
 KZ1743.Superseded values are not recommended for survey control.
 KZ1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1743.See file dsdata.txt to determine how the superseded data were derived.
 KZ1743
 KZ1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF721147(NAD 83)
 KZ1743_MARKER: DB = BENCH MARK DISK
 KZ1743_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KZ1743_SP_SET: WALL
 KZ1743_STAMPING: C 251 RESET 1983
 KZ1743_MARK LOGO: NGS   
 KZ1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1743+STABILITY: SURFACE MOTION
 KZ1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1743+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 KZ1743
 KZ1743  HISTORY     - Date     Condition        Report By
 KZ1743  HISTORY     - 1983     MONUMENTED       OHDT
 KZ1743  HISTORY     - 20040526 GOOD             USPSQD
 KZ1743  HISTORY     - 20050913 GOOD             USPSQD
 KZ1743
 KZ1743                          STATION DESCRIPTION
 KZ1743
 KZ1743'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1983
 KZ1743'IN MANSFIELD.
 KZ1743'IN MANSFIELD, ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 13 (NORTH
 KZ1743'MAIN STREET) FROM OVERPASS OF U.S. HIGHWAY 30 OVER HIGHWAY, IN TOP
 KZ1743'OF THE WALL OF HIGHWAY BRIDGE OVER ROCKY FORK OF MOCHICAN RIVER,
 KZ1743'22.5 FEET WEST OF THE SOUTH END OF WEST WALL OF BRIDGE, AND 4.1 FEET
 KZ1743'NORTH OF THE SOUTH END OF WALL.
 KZ1743'THE MARK IS 3.5 FT ABOVE SIDEWALK.
 KZ1743
 KZ1743                          STATION RECOVERY (2004)
 KZ1743
 KZ1743'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1743'RECOVERED IN GOOD CONDITION.
 KZ1743
 KZ1743                          STATION RECOVERY (2005)
 KZ1743
 KZ1743'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0316 ***********************************************************************
 KZ0316  DESIGNATION -  C 252
 KZ0316  PID         -  KZ0316
 KZ0316  STATE/COUNTY-  OH/RICHLAND
 KZ0316  USGS QUAD   -  LUCAS (1961)
 KZ0316
 KZ0316                         *CURRENT SURVEY CONTROL
 KZ0316  ___________________________________________________________________
 KZ0316* NAD 83(1986)-  40 38 13.     (N)    082 22 52.     (W)     SCALED    
 KZ0316* NAVD 88     -       320.471  (meters)    1051.41   (feet)  ADJUSTED  
 KZ0316  ___________________________________________________________________
 KZ0316  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KZ0316  DYNAMIC HT  -         320.314 (meters)    1050.90  (feet)  COMP
 KZ0316  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 KZ0316
 KZ0316  VERT ORDER  -  SECOND    CLASS 0
 KZ0316
 KZ0316.The horizontal coordinates were scaled from a topographic map and have
 KZ0316.an estimated accuracy of +/- 6 seconds.
 KZ0316
 KZ0316.The orthometric height was determined by differential leveling
 KZ0316.and adjusted by the National Geodetic Survey in June 1991..
 KZ0316
 KZ0316.The geoid height was determined by GEOID03.
 KZ0316
 KZ0316.The dynamic height is computed by dividing the NAVD 88
 KZ0316.geopotential number by the normal gravity value computed on the
 KZ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0316.degrees latitude (g = 980.6199 gals.).
 KZ0316
 KZ0316.The modeled gravity was interpolated from observed gravity values.
 KZ0316
 KZ0316;                    North         East    Units  Estimated Accuracy
 KZ0316;SPC OH N     -   107,750.      610,060.      MT  (+/- 180 meters Scaled)
 KZ0316
 KZ0316                          SUPERSEDED SURVEY CONTROL
 KZ0316
 KZ0316  NGVD 29 (??/??/92)  320.653  (m)         1052.01   (f) ADJ UNCH    2 0
 KZ0316
 KZ0316.Superseded values are not recommended for survey control.
 KZ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0316.See file dsdata.txt to determine how the superseded data were derived.
 KZ0316
 KZ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE832993(NAD 83)
 KZ0316_MARKER: DB = BENCH MARK DISK
 KZ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0316_STAMPING: C 252 1959
 KZ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0316+STABILITY: SURFACE MOTION
 KZ0316
 KZ0316  HISTORY     - Date     Condition        Report By
 KZ0316  HISTORY     - 1959     MONUMENTED       CGS
 KZ0316  HISTORY     - 1987     GOOD             USPSQD
 KZ0316
 KZ0316                          STATION DESCRIPTION
 KZ0316
 KZ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0316'0.5 MI NE FROM NEWVILLE.
 KZ0316'ABOUT 0.5 MILE NORTHEAST ALONG STATE HIGHWAY 95 FROM THE METHODIST
 KZ0316'CHURCH AND JUNCTION OF PLEASANT HILL ROAD AT NEWVILLE, 110 YARDS
 KZ0316'NORTHEAST OF THE JUNCTION OF A ROAD LEADING EAST TO CLEAR FORK
 KZ0316'MOHICAN RIVER, 142 YARDS NORTHEAST OF CONCRETE STEPS LEADING
 KZ0316'NORTHWEST TO A FARMHOUSE, 0.6 MILE SOUTHWEST OF HIGHWAY BRIDGE
 KZ0316'OVER SWITZER CREEK, 37 FEET EAST-SOUTHEAST OF CENTER LINE OF
 KZ0316'HIGHWAY 95, 74 FEET NORTHEAST OF THE NORTHEAST END OF SOUTHEAST
 KZ0316'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 112 FEET SOUTHWEST
 KZ0316'OF THE SOUTHWEST END OF SOUTHEAST CONCRETE HEAD WALL OF A 24-INCH
 KZ0316'PIPE CULVERT, 2 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT 2
 KZ0316'FEET ABOVE THE LEVEL OF HIGHWAY, AND SET IN TOP OF A CONCRETE
 KZ0316'POST PROJECTING 3 INCHES.
 KZ0316
 KZ0316                          STATION RECOVERY (1987)
 KZ0316
 KZ0316'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0404 ***********************************************************************
 KZ0404  DESIGNATION -  C 253
 KZ0404  PID         -  KZ0404
 KZ0404  STATE/COUNTY-  OH/ASHLAND
 KZ0404  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0404
 KZ0404                         *CURRENT SURVEY CONTROL
 KZ0404  ___________________________________________________________________
 KZ0404* NAD 83(1986)-  40 38 06.     (N)    082 14 07.     (W)     SCALED    
 KZ0404* NAVD 88     -       291.457  (meters)     956.22   (feet)  ADJUSTED  
 KZ0404  ___________________________________________________________________
 KZ0404  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KZ0404  DYNAMIC HT  -         291.315 (meters)     955.76  (feet)  COMP
 KZ0404  MODELED GRAV-     980,130.9   (mgal)                       NAVD 88
 KZ0404
 KZ0404  VERT ORDER  -  SECOND    CLASS 0
 KZ0404
 KZ0404.The horizontal coordinates were scaled from a topographic map and have
 KZ0404.an estimated accuracy of +/- 6 seconds.
 KZ0404
 KZ0404.The orthometric height was determined by differential leveling
 KZ0404.and adjusted by the National Geodetic Survey in June 1991..
 KZ0404
 KZ0404.The geoid height was determined by GEOID03.
 KZ0404
 KZ0404.The dynamic height is computed by dividing the NAVD 88
 KZ0404.geopotential number by the normal gravity value computed on the
 KZ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0404.degrees latitude (g = 980.6199 gals.).
 KZ0404
 KZ0404.The modeled gravity was interpolated from observed gravity values.
 KZ0404
 KZ0404;                    North         East    Units  Estimated Accuracy
 KZ0404;SPC OH N     -   107,560.      622,390.      MT  (+/- 180 meters Scaled)
 KZ0404
 KZ0404                          SUPERSEDED SURVEY CONTROL
 KZ0404
 KZ0404  NGVD 29 (??/??/92)  291.642  (m)          956.83   (f) ADJ UNCH    2 0
 KZ0404
 KZ0404.Superseded values are not recommended for survey control.
 KZ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0404.See file dsdata.txt to determine how the superseded data were derived.
 KZ0404
 KZ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE955989(NAD 83)
 KZ0404_MARKER: DB = BENCH MARK DISK
 KZ0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0404_SP_SET: BUILDING
 KZ0404_STAMPING: C 253 1959
 KZ0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0404
 KZ0404  HISTORY     - Date     Condition        Report By
 KZ0404  HISTORY     - 1959     MONUMENTED       CGS
 KZ0404  HISTORY     - 1970     GOOD             NGS
 KZ0404  HISTORY     - 1991     GOOD             USPSQD
 KZ0404
 KZ0404                          STATION DESCRIPTION
 KZ0404
 KZ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0404'AT LOUDONVILLE.
 KZ0404'AT LOUDONVILLE, 0.2 MILE WEST-SOUTHWEST ALONG MAIN AND WATER
 KZ0404'STREETS FROM THE HIGH SCHOOL, 90 YARDS SOUTH OF THE INTERSECTION
 KZ0404'OF WEST MAIN STREET AND SOUTH WATER STREET, 93 FEET WEST OF THE
 KZ0404'WEST CURB OF SOUTH WATER STREET, SET VERTICALLY IN THE NORTH
 KZ0404'FACE OF BRICK POST OFFICE BUILDING, 2 FEET ABOVE THE GROUND,
 KZ0404'1 1/2 FEET EAST OF THE NORTHWEST CORNER OF MAIN PART OF BUILDING,
 KZ0404'23 FEET SOUTH OF THE CENTER LINE OF AN ALLEY, AND ABOUT 2 FEET
 KZ0404'ABOVE THE LEVEL OF WATER STREET.
 KZ0404
 KZ0404                          STATION RECOVERY (1970)
 KZ0404
 KZ0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0404'RECOVERED IN GOOD CONDITION.
 KZ0404
 KZ0404                          STATION RECOVERY (1991)
 KZ0404
 KZ0404'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 KZ0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0788 ***********************************************************************
 KZ0788  DESIGNATION -  C 254
 KZ0788  PID         -  KZ0788
 KZ0788  STATE/COUNTY-  OH/KNOX
 KZ0788  USGS QUAD   -  MT VERNON (1982)
 KZ0788
 KZ0788                         *CURRENT SURVEY CONTROL
 KZ0788  ___________________________________________________________________
 KZ0788* NAD 83(1986)-  40 27 33.     (N)    082 24 15.     (W)     SCALED    
 KZ0788* NAVD 88     -       317.447  (meters)    1041.49   (feet)  ADJUSTED  
 KZ0788  ___________________________________________________________________
 KZ0788  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KZ0788  DYNAMIC HT  -         317.285 (meters)    1040.96  (feet)  COMP
 KZ0788  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 KZ0788
 KZ0788  VERT ORDER  -  SECOND    CLASS 0
 KZ0788
 KZ0788.The horizontal coordinates were scaled from a topographic map and have
 KZ0788.an estimated accuracy of +/- 6 seconds.
 KZ0788
 KZ0788.The orthometric height was determined by differential leveling
 KZ0788.and adjusted by the National Geodetic Survey in June 1991..
 KZ0788
 KZ0788.The geoid height was determined by GEOID03.
 KZ0788
 KZ0788.The dynamic height is computed by dividing the NAVD 88
 KZ0788.geopotential number by the normal gravity value computed on the
 KZ0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0788.degrees latitude (g = 980.6199 gals.).
 KZ0788
 KZ0788.The modeled gravity was interpolated from observed gravity values.
 KZ0788
 KZ0788;                    North         East    Units  Estimated Accuracy
 KZ0788;SPC OH N     -    88,010.      608,130.      MT  (+/- 180 meters Scaled)
 KZ0788
 KZ0788                          SUPERSEDED SURVEY CONTROL
 KZ0788
 KZ0788  NGVD 29 (??/??/92)  317.633  (m)         1042.10   (f) ADJ UNCH    2 0
 KZ0788
 KZ0788.Superseded values are not recommended for survey control.
 KZ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0788.See file dsdata.txt to determine how the superseded data were derived.
 KZ0788
 KZ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE809796(NAD 83)
 KZ0788_MARKER: DB = BENCH MARK DISK
 KZ0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0788_SP_SET: ABUTMENT STEP
 KZ0788_STAMPING: C 254 1959
 KZ0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0788
 KZ0788  HISTORY     - Date     Condition        Report By
 KZ0788  HISTORY     - 1959     MONUMENTED       CGS
 KZ0788
 KZ0788                          STATION DESCRIPTION
 KZ0788
 KZ0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0788'1.6 MI SW FROM AMITY.
 KZ0788'ABOUT 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE
 KZ0788'INTERSECTION OF COUNTY ROAD 14 AT AMITY, 17 FEET SOUTHEAST OF
 KZ0788'CENTER LINE OF HIGHWAY, IN TOP AND FIRST STEP-DOWN AT SOUTHEAST
 KZ0788'END OF THE NORTHEAST ABUTMENT OF HIGHWAY BRIDGE OVER LITTLE
 KZ0788'SCHENK CREEK, 4 FEET SOUTHEAST OF THE GUARD-RAIL, AND ABOUT
 KZ0788'1/2 FOOT BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2389 ***********************************************************************
 KZ2389  DESIGNATION -  C 254 RESET
 KZ2389  PID         -  KZ2389
 KZ2389  STATE/COUNTY-  OH/KNOX
 KZ2389  USGS QUAD   -  MT VERNON (1982)
 KZ2389
 KZ2389                         *CURRENT SURVEY CONTROL
 KZ2389  ___________________________________________________________________
 KZ2389* NAD 83(1986)-  40 27 33.     (N)    082 24 15.     (W)     SCALED    
 KZ2389* NAVD 88     -       317.35   (meters)    1041.2    (feet)  RESET     
 KZ2389  ___________________________________________________________________
 KZ2389  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KZ2389
 KZ2389  VERT ORDER  -  THIRD
 KZ2389
 KZ2389.The horizontal coordinates were scaled from a topographic map and have
 KZ2389.an estimated accuracy of +/- 6 seconds.
 KZ2389
 KZ2389.The orthometric height was computed from unverified reset data.
 KZ2389.No vertical observational check was made to the station.
 KZ2389
 KZ2389.The geoid height was determined by GEOID03.
 KZ2389
 KZ2389;                    North         East    Units  Estimated Accuracy
 KZ2389;SPC OH N     -    88,010.      608,130.      MT  (+/- 180 meters Scaled)
 KZ2389
 KZ2389                          SUPERSEDED SURVEY CONTROL
 KZ2389
 KZ2389  NGVD 29 (10/13/05)  317.54   (m)         1041.8    (f) RESET       3  
 KZ2389
 KZ2389.Superseded values are not recommended for survey control.
 KZ2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2389.See file dsdata.txt to determine how the superseded data were derived.
 KZ2389
 KZ2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE809796(NAD 83)
 KZ2389_MARKER: DV = VERTICAL CONTROL DISK
 KZ2389_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KZ2389_SP_SET: STEP
 KZ2389_STAMPING: C 254 RESET 1989
 KZ2389_MARK LOGO: NGS   
 KZ2389_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2389
 KZ2389  HISTORY     - Date     Condition        Report By
 KZ2389  HISTORY     - 1989     MONUMENTED       OHDT
 KZ2389
 KZ2389                          STATION DESCRIPTION
 KZ2389
 KZ2389'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 KZ2389'1.6 MILES (2.6 KM) SOUTHWEST ALONG STATE ROUTE 3 FROM ITS
 KZ2389'INTERSECTION WITH COUNTY ROAD 14 IN AMITY, 21 FEET (6.4 M) SOUTHEAST
 KZ2389'OF CENTERLINE OF HIGHWAY, AT THE CORNER OF THE NORTHEAST ABUTMENT OF
 KZ2389'HIGHWAY BRIDGE OVER LITTLE SCHENK CREEK, 2 FEET (0.6 M) SOUTHEAST OF
 KZ2389'GUARDRAIL AND ABOUT 1 FOOT (0.3 M) LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0123 ***********************************************************************
 KZ0123  DESIGNATION -  C 255
 KZ0123  PID         -  KZ0123
 KZ0123  STATE/COUNTY-  OH/ASHLAND
 KZ0123  USGS QUAD   -  PAVONIA (1984)
 KZ0123
 KZ0123                         *CURRENT SURVEY CONTROL
 KZ0123  ___________________________________________________________________
 KZ0123* NAD 83(1986)-  40 50 02.     (N)    082 24 00.     (W)     SCALED    
 KZ0123* NAVD 88     -       353.273  (meters)    1159.03   (feet)  ADJUSTED  
 KZ0123  ___________________________________________________________________
 KZ0123  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KZ0123  DYNAMIC HT  -         353.108 (meters)    1158.49  (feet)  COMP
 KZ0123  MODELED GRAV-     980,145.4   (mgal)                       NAVD 88
 KZ0123
 KZ0123  VERT ORDER  -  SECOND    CLASS 0
 KZ0123
 KZ0123.The horizontal coordinates were scaled from a topographic map and have
 KZ0123.an estimated accuracy of +/- 6 seconds.
 KZ0123
 KZ0123.The orthometric height was determined by differential leveling
 KZ0123.and adjusted by the National Geodetic Survey in June 1991..
 KZ0123
 KZ0123.The geoid height was determined by GEOID03.
 KZ0123
 KZ0123.The dynamic height is computed by dividing the NAVD 88
 KZ0123.geopotential number by the normal gravity value computed on the
 KZ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0123.degrees latitude (g = 980.6199 gals.).
 KZ0123
 KZ0123.The modeled gravity was interpolated from observed gravity values.
 KZ0123
 KZ0123;                    North         East    Units  Estimated Accuracy
 KZ0123;SPC OH N     -   129,620.      608,430.      MT  (+/- 180 meters Scaled)
 KZ0123
 KZ0123                          SUPERSEDED SURVEY CONTROL
 KZ0123
 KZ0123  NGVD 29 (??/??/92)  353.442  (m)         1159.58   (f) ADJ UNCH    2 0
 KZ0123
 KZ0123.Superseded values are not recommended for survey control.
 KZ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0123.See file dsdata.txt to determine how the superseded data were derived.
 KZ0123
 KZ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF819212(NAD 83)
 KZ0123_MARKER: DB = BENCH MARK DISK
 KZ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0123_STAMPING: C 255 1959
 KZ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0123+STABILITY: SURFACE MOTION
 KZ0123
 KZ0123  HISTORY     - Date     Condition        Report By
 KZ0123  HISTORY     - 1959     MONUMENTED       CGS
 KZ0123  HISTORY     - 1970     GOOD             NGS
 KZ0123
 KZ0123                          STATION DESCRIPTION
 KZ0123
 KZ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0123'4.2 MI SE FROM OLIVESBURG.
 KZ0123'ABOUT 4.25 MILES SOUTHEAST ALONG STATE HIGHWAY 603 FROM THE
 KZ0123'INTERSECTION OF STATE HIGHWAY 545 AT OLIVESBURG, ALSO ABOUT 5.0
 KZ0123'MILES NORTHWEST ALONG STATE HIGHWAY 603 FROM THE LUTHERAN CHURCH
 KZ0123'AT MIFFLIN, 0.9 MILE NORTH OF THE INTERSECTION OF U.S. HIGHWAY 42,
 KZ0123'0.8 MILE NORTH OF THE CROSSING OF THE ERIE RAILROAD, 0.1 MILE
 KZ0123'SOUTH OF A LARGE TWO-STORY WHITE PAINTED HOUSE, 26 FEET WEST
 KZ0123'OF THE CENTER LINE OF THE HIGHWAY, 4 1/2 FEET NORTHWEST OF THE
 KZ0123'FIRST POWER LINE POLE SOUTH OF A DRIVE LEADING WEST TO A LARGE
 KZ0123'BARN, 1 1/2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A STEEL
 KZ0123'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET
 KZ0123'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0123
 KZ0123                          STATION RECOVERY (1970)
 KZ0123
 KZ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0114 ***********************************************************************
 KZ0114  DESIGNATION -  C 256
 KZ0114  PID         -  KZ0114
 KZ0114  STATE/COUNTY-  OH/HURON
 KZ0114  USGS QUAD   -  OLIVESBURG (1981)
 KZ0114
 KZ0114                         *CURRENT SURVEY CONTROL
 KZ0114  ___________________________________________________________________
 KZ0114* NAD 83(1986)-  40 59 35.     (N)    082 26 29.     (W)     SCALED    
 KZ0114* NAVD 88     -       346.768  (meters)    1137.69   (feet)  ADJUSTED  
 KZ0114  ___________________________________________________________________
 KZ0114  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ0114  DYNAMIC HT  -         346.608 (meters)    1137.16  (feet)  COMP
 KZ0114  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 KZ0114
 KZ0114  VERT ORDER  -  SECOND    CLASS 0
 KZ0114
 KZ0114.The horizontal coordinates were scaled from a topographic map and have
 KZ0114.an estimated accuracy of +/- 6 seconds.
 KZ0114
 KZ0114.The orthometric height was determined by differential leveling
 KZ0114.and adjusted by the National Geodetic Survey in June 1991..
 KZ0114
 KZ0114.The geoid height was determined by GEOID03.
 KZ0114
 KZ0114.The dynamic height is computed by dividing the NAVD 88
 KZ0114.geopotential number by the normal gravity value computed on the
 KZ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0114.degrees latitude (g = 980.6199 gals.).
 KZ0114
 KZ0114.The modeled gravity was interpolated from observed gravity values.
 KZ0114
 KZ0114;                    North         East    Units  Estimated Accuracy
 KZ0114;SPC OH N     -   147,290.      604,930.      MT  (+/- 180 meters Scaled)
 KZ0114
 KZ0114                          SUPERSEDED SURVEY CONTROL
 KZ0114
 KZ0114  NGVD 29 (??/??/92)  346.931  (m)         1138.22   (f) ADJ UNCH    2 0
 KZ0114
 KZ0114.Superseded values are not recommended for survey control.
 KZ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0114.See file dsdata.txt to determine how the superseded data were derived.
 KZ0114
 KZ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF787389(NAD 83)
 KZ0114_MARKER: DB = BENCH MARK DISK
 KZ0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0114_SP_SET: CATCH BASIN
 KZ0114_STAMPING: C 256 1959
 KZ0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0114
 KZ0114  HISTORY     - Date     Condition        Report By
 KZ0114  HISTORY     - 1959     MONUMENTED       CGS
 KZ0114  HISTORY     - 1969     GOOD             NGS
 KZ0114  HISTORY     - 1987     POOR             OHDT
 KZ0114
 KZ0114                          STATION DESCRIPTION
 KZ0114
 KZ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0114'5.8 MI NW FROM SAVANNAH.
 KZ0114'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 60 FROM THE
 KZ0114'SCHOOL AT SAVANNAH, THENCE ABOUT 3.5 MILES WEST ALONG COUNTY
 KZ0114'ROAD 11 AND BASE LINE ROAD, 0.35 MILE WEST OF A ROAD CROSSING
 KZ0114'(FOLLOWING HURON-ASHLAND COUNTY LINE TO THE NORTH), 21 FEET
 KZ0114'NORTH OF THE CENTER LINE OF THE ROAD, IN TOP OF THE EAST
 KZ0114'END OF THE NORTH WALL TO A 5-FOOT CONCRETE CATCH BASIN TO A
 KZ0114'36-INCH PIPE CULVERT, 1 FOOT WEST OF THE EAST END OF THE
 KZ0114'WALL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.
 KZ0114
 KZ0114                          STATION RECOVERY (1969)
 KZ0114
 KZ0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KZ0114'RECOVERED IN GOOD CONDITION.
 KZ0114
 KZ0114                          STATION RECOVERY (1987)
 KZ0114
 KZ0114'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0114'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0539 ***********************************************************************
 KZ0539  DESIGNATION -  C 257
 KZ0539  PID         -  KZ0539
 KZ0539  STATE/COUNTY-  OH/ASHLAND
 KZ0539  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0539
 KZ0539                         *CURRENT SURVEY CONTROL
 KZ0539  ___________________________________________________________________
 KZ0539* NAD 83(1986)-  40 47 16.     (N)    082 07 39.     (W)     SCALED    
 KZ0539* NAVD 88     -       318.364  (meters)    1044.50   (feet)  ADJUSTED  
 KZ0539  ___________________________________________________________________
 KZ0539  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KZ0539  DYNAMIC HT  -         318.218 (meters)    1044.02  (feet)  COMP
 KZ0539  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 KZ0539
 KZ0539  VERT ORDER  -  SECOND    CLASS 0
 KZ0539
 KZ0539.The horizontal coordinates were scaled from a topographic map and have
 KZ0539.an estimated accuracy of +/- 6 seconds.
 KZ0539
 KZ0539.The orthometric height was determined by differential leveling
 KZ0539.and adjusted by the National Geodetic Survey in June 1991..
 KZ0539
 KZ0539.The geoid height was determined by GEOID03.
 KZ0539
 KZ0539.The dynamic height is computed by dividing the NAVD 88
 KZ0539.geopotential number by the normal gravity value computed on the
 KZ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0539.degrees latitude (g = 980.6199 gals.).
 KZ0539
 KZ0539.The modeled gravity was interpolated from observed gravity values.
 KZ0539
 KZ0539;                    North         East    Units  Estimated Accuracy
 KZ0539;SPC OH N     -   124,560.      631,440.      MT  (+/- 180 meters Scaled)
 KZ0539
 KZ0539                          SUPERSEDED SURVEY CONTROL
 KZ0539
 KZ0539  NGVD 29 (??/??/92)  318.558  (m)         1045.14   (f) ADJ UNCH    2 0
 KZ0539
 KZ0539.Superseded values are not recommended for survey control.
 KZ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0539.See file dsdata.txt to determine how the superseded data were derived.
 KZ0539
 KZ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF048158(NAD 83)
 KZ0539_MARKER: DB = BENCH MARK DISK
 KZ0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0539_SP_SET: CULVERT
 KZ0539_STAMPING: C 257 1959
 KZ0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0539
 KZ0539  HISTORY     - Date     Condition        Report By
 KZ0539  HISTORY     - 1959     MONUMENTED       CGS
 KZ0539
 KZ0539                          STATION DESCRIPTION
 KZ0539
 KZ0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0539'2.4 MI SW FROM REEDSBURG.
 KZ0539'ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 30 FROM GRACE CHURCH AT
 KZ0539'REEDSBURG, THENCE ABOUT 1.05 MILES SOUTH ALONG ASHLAND COUNTY ROAD
 KZ0539'74 AND WAYNE COUNTY ROAD 93, 0.25 MILE SOUTH OF A POINT WHERE ROAD
 KZ0539'CHANGES FROM ASHLAND COUNTY ROAD 74 TO WAYNE COUNTY ROAD 93, AT THE
 KZ0539'JUNCTION OF A DRIVE LEADING WEST TO A LARGE TWO-STORY WHITE PAINTED
 KZ0539'HOUSE, 17 FEET WEST OF THE CENTER LINE OF THE ROAD, IN TOP OF
 KZ0539'THE NORTH END OF THE WEST HEAD WALL TO A 4-FOOT CONCRETE BOX
 KZ0539'CULVERT, 1 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL AND ABOUT
 KZ0539'1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0409 ***********************************************************************
 KZ0409  DESIGNATION -  C 258
 KZ0409  PID         -  KZ0409
 KZ0409  STATE/COUNTY-  OH/HOLMES
 KZ0409  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0409
 KZ0409                         *CURRENT SURVEY CONTROL
 KZ0409  ___________________________________________________________________
 KZ0409* NAD 83(1986)-  40 38 52.     (N)    082 12 14.     (W)     SCALED    
 KZ0409* NAVD 88     -       295.321  (meters)     968.90   (feet)  ADJUSTED  
 KZ0409  ___________________________________________________________________
 KZ0409  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KZ0409  DYNAMIC HT  -         295.178 (meters)     968.43  (feet)  COMP
 KZ0409  MODELED GRAV-     980,133.6   (mgal)                       NAVD 88
 KZ0409
 KZ0409  VERT ORDER  -  SECOND    CLASS 0
 KZ0409
 KZ0409.The horizontal coordinates were scaled from a topographic map and have
 KZ0409.an estimated accuracy of +/- 6 seconds.
 KZ0409
 KZ0409.The orthometric height was determined by differential leveling
 KZ0409.and adjusted by the National Geodetic Survey in June 1991..
 KZ0409
 KZ0409.The geoid height was determined by GEOID03.
 KZ0409
 KZ0409.The dynamic height is computed by dividing the NAVD 88
 KZ0409.geopotential number by the normal gravity value computed on the
 KZ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0409.degrees latitude (g = 980.6199 gals.).
 KZ0409
 KZ0409.The modeled gravity was interpolated from observed gravity values.
 KZ0409
 KZ0409;                    North         East    Units  Estimated Accuracy
 KZ0409;SPC OH N     -   108,990.      625,050.      MT  (+/- 180 meters Scaled)
 KZ0409
 KZ0409                          SUPERSEDED SURVEY CONTROL
 KZ0409
 KZ0409  NGVD 29 (??/??/92)  295.511  (m)          969.52   (f) ADJ UNCH    2 0
 KZ0409
 KZ0409.Superseded values are not recommended for survey control.
 KZ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0409.See file dsdata.txt to determine how the superseded data were derived.
 KZ0409
 KZ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF982003(NAD 83)
 KZ0409_MARKER: DB = BENCH MARK DISK
 KZ0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0409_SP_SET: BRIDGE
 KZ0409_STAMPING: C 258 1959
 KZ0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0409
 KZ0409  HISTORY     - Date     Condition        Report By
 KZ0409  HISTORY     - 1959     MONUMENTED       CGS
 KZ0409  HISTORY     - 1970     GOOD             NGS
 KZ0409
 KZ0409                          STATION DESCRIPTION
 KZ0409
 KZ0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0409'1.6 MI NE FROM LOUDONVILLE.
 KZ0409'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE NORTH
 KZ0409'JUNCTION OF STATE HIGHWAY 60 AT LOUDONVILLE, 0.3 MILE SOUTHWEST
 KZ0409'OF A 55-FOOT BRIDGE OVER PLUM RUN, 16 FEET NORTHWEST OF THE
 KZ0409'CENTER LINE OF THE HIGHWAY, IN TOP OF THE WING WALL AT THE
 KZ0409'WEST CORNER OF A 18-FOOT CONCRETE BRIDGE OVER A LARGE DRAINAGE
 KZ0409'DITCH, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KZ0409
 KZ0409                          STATION RECOVERY (1970)
 KZ0409
 KZ0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0501 ***********************************************************************
 KZ0501  DESIGNATION -  C 259
 KZ0501  PID         -  KZ0501
 KZ0501  STATE/COUNTY-  OH/HOLMES
 KZ0501  USGS QUAD   -  GLENMONT (1962)
 KZ0501
 KZ0501                         *CURRENT SURVEY CONTROL
 KZ0501  ___________________________________________________________________
 KZ0501* NAD 83(1986)-  40 34 36.     (N)    082 01 45.     (W)     SCALED    
 KZ0501* NAVD 88     -       333.754  (meters)    1094.99   (feet)  ADJUSTED  
 KZ0501  ___________________________________________________________________
 KZ0501  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KZ0501  DYNAMIC HT  -         333.593 (meters)    1094.46  (feet)  COMP
 KZ0501  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 KZ0501
 KZ0501  VERT ORDER  -  SECOND    CLASS 0
 KZ0501
 KZ0501.The horizontal coordinates were scaled from a topographic map and have
 KZ0501.an estimated accuracy of +/- 6 seconds.
 KZ0501
 KZ0501.The orthometric height was determined by differential leveling
 KZ0501.and adjusted by the National Geodetic Survey in June 1991..
 KZ0501
 KZ0501.The geoid height was determined by GEOID03.
 KZ0501
 KZ0501.The dynamic height is computed by dividing the NAVD 88
 KZ0501.geopotential number by the normal gravity value computed on the
 KZ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0501.degrees latitude (g = 980.6199 gals.).
 KZ0501
 KZ0501.The modeled gravity was interpolated from observed gravity values.
 KZ0501
 KZ0501;                    North         East    Units  Estimated Accuracy
 KZ0501;SPC OH N     -   101,160.      639,870.      MT  (+/- 180 meters Scaled)
 KZ0501
 KZ0501                          SUPERSEDED SURVEY CONTROL
 KZ0501
 KZ0501  NGVD 29 (??/??/92)  333.961  (m)         1095.67   (f) ADJ UNCH    2 0
 KZ0501
 KZ0501.Superseded values are not recommended for survey control.
 KZ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0501.See file dsdata.txt to determine how the superseded data were derived.
 KZ0501
 KZ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME128922(NAD 83)
 KZ0501_MARKER: DB = BENCH MARK DISK
 KZ0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0501_SP_SET: CULVERT
 KZ0501_STAMPING: C 259 1959
 KZ0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0501
 KZ0501  HISTORY     - Date     Condition        Report By
 KZ0501  HISTORY     - 1959     MONUMENTED       CGS
 KZ0501  HISTORY     - 1971     GOOD             NGS
 KZ0501
 KZ0501                          STATION DESCRIPTION
 KZ0501
 KZ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0501'4.9 MI SE FROM NASHVILLE.
 KZ0501'ABOUT 4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE
 KZ0501'INTERSECTION OF STATE HIGHWAY 514 AT NASHVILLE, 0.4 MILE WEST OF
 KZ0501'THE INTERSECTION OF STATE HIGHWAY 77, 19 FEET NORTH OF THE CENTER
 KZ0501'LINE OF THE HIGHWAY, IN TOP OF THE EAST END OF THE NORTH HEAD
 KZ0501'WALL TO A 5-FOOT CONCRETE BOX CULVERT, 1 FOOT WEST OF THE EAST
 KZ0501'END OF THE HEAD WALL, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 KZ0501'HIGHWAY.
 KZ0501
 KZ0501                          STATION RECOVERY (1971)
 KZ0501
 KZ0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1530 ***********************************************************************
 KZ1530  DESIGNATION -  C 26
 KZ1530  PID         -  KZ1530
 KZ1530  STATE/COUNTY-  OH/UNION
 KZ1530  USGS QUAD   -  PEORIA (1980)
 KZ1530
 KZ1530                         *CURRENT SURVEY CONTROL
 KZ1530  ___________________________________________________________________
 KZ1530* NAD 83(1986)-  40 19 20.     (N)    083 29 12.     (W)     SCALED    
 KZ1530* NAVD 88     -       326.868  (meters)    1072.40   (feet)  ADJUSTED  
 KZ1530  ___________________________________________________________________
 KZ1530  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KZ1530  DYNAMIC HT  -         326.698 (meters)    1071.84  (feet)  COMP
 KZ1530  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 KZ1530
 KZ1530  VERT ORDER  -  SECOND    CLASS 0
 KZ1530
 KZ1530.The horizontal coordinates were scaled from a topographic map and have
 KZ1530.an estimated accuracy of +/- 6 seconds.
 KZ1530
 KZ1530.The orthometric height was determined by differential leveling
 KZ1530.and adjusted by the National Geodetic Survey in June 1991..
 KZ1530
 KZ1530.The geoid height was determined by GEOID03.
 KZ1530
 KZ1530.The dynamic height is computed by dividing the NAVD 88
 KZ1530.geopotential number by the normal gravity value computed on the
 KZ1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1530.degrees latitude (g = 980.6199 gals.).
 KZ1530
 KZ1530.The modeled gravity was interpolated from observed gravity values.
 KZ1530
 KZ1530;                    North         East    Units  Estimated Accuracy
 KZ1530;SPC OH N     -    73,270.      516,140.      MT  (+/- 180 meters Scaled)
 KZ1530
 KZ1530                          SUPERSEDED SURVEY CONTROL
 KZ1530
 KZ1530  NGVD 29 (??/??/92)  327.062  (m)         1073.04   (f) ADJ UNCH    2 0
 KZ1530
 KZ1530.Superseded values are not recommended for survey control.
 KZ1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1530.See file dsdata.txt to determine how the superseded data were derived.
 KZ1530
 KZ1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE887664(NAD 83)
 KZ1530_MARKER: DB = BENCH MARK DISK
 KZ1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1530_STAMPING: C 26 1934
 KZ1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1530+STABILITY: SURFACE MOTION
 KZ1530
 KZ1530  HISTORY     - Date     Condition        Report By
 KZ1530  HISTORY     - 1934     MONUMENTED       CGS
 KZ1530  HISTORY     - 1959     GOOD             NGS
 KZ1530
 KZ1530                          STATION DESCRIPTION
 KZ1530
 KZ1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1530'2.8 MI W FROM PEORIA.
 KZ1530'2.8 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KZ1530'STATION AT PEORIA, UNION COUNTY, 60 YARDS WEST OF THE CENTER
 KZ1530'OF A DIRT ROAD CROSSING, 27.2 FEET SOUTH OF THE SOUTH RAIL, 3.4
 KZ1530'FEET NORTH OF THE WIRE FENCE, AND ABOUT 1 FOOT LOWER THAN THE
 KZ1530'TRACK.  A STANDARD DISK, STAMPED C 26 1934 AND SET IN THE TOP
 KZ1530'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0058 ***********************************************************************
 KZ0058  DESIGNATION -  C 260
 KZ0058  PID         -  KZ0058
 KZ0058  STATE/COUNTY-  OH/ASHLAND
 KZ0058  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0058
 KZ0058                         *CURRENT SURVEY CONTROL
 KZ0058  ___________________________________________________________________
 KZ0058* NAD 83(1986)-  40 48 35.     (N)    082 10 46.     (W)     SCALED    
 KZ0058* NAVD 88     -       360.293  (meters)    1182.06   (feet)  ADJUSTED  
 KZ0058  ___________________________________________________________________
 KZ0058  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KZ0058  DYNAMIC HT  -         360.128 (meters)    1181.52  (feet)  COMP
 KZ0058  MODELED GRAV-     980,155.1   (mgal)                       NAVD 88
 KZ0058
 KZ0058  VERT ORDER  -  SECOND    CLASS 0
 KZ0058
 KZ0058.The horizontal coordinates were scaled from a topographic map and have
 KZ0058.an estimated accuracy of +/- 6 seconds.
 KZ0058
 KZ0058.The orthometric height was determined by differential leveling
 KZ0058.and adjusted by the National Geodetic Survey in June 1991..
 KZ0058
 KZ0058.The geoid height was determined by GEOID03.
 KZ0058
 KZ0058.The dynamic height is computed by dividing the NAVD 88
 KZ0058.geopotential number by the normal gravity value computed on the
 KZ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0058.degrees latitude (g = 980.6199 gals.).
 KZ0058
 KZ0058.The modeled gravity was interpolated from observed gravity values.
 KZ0058
 KZ0058;                    North         East    Units  Estimated Accuracy
 KZ0058;SPC OH N     -   126,980.      627,050.      MT  (+/- 180 meters Scaled)
 KZ0058
 KZ0058                          SUPERSEDED SURVEY CONTROL
 KZ0058
 KZ0058  NGVD 29 (??/??/92)  360.484  (m)         1182.69   (f) ADJ UNCH    2 0
 KZ0058
 KZ0058.Superseded values are not recommended for survey control.
 KZ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0058.See file dsdata.txt to determine how the superseded data were derived.
 KZ0058
 KZ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF005183(NAD 83)
 KZ0058_MARKER: DB = BENCH MARK DISK
 KZ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0058_STAMPING: C 260 1959
 KZ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0058+STABILITY: SURFACE MOTION
 KZ0058
 KZ0058  HISTORY     - Date     Condition        Report By
 KZ0058  HISTORY     - 1959     MONUMENTED       CGS
 KZ0058  HISTORY     - 1970     GOOD             NGS
 KZ0058  HISTORY     - 1987     GOOD             OHDT
 KZ0058
 KZ0058                          STATION DESCRIPTION
 KZ0058
 KZ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0058'1 MI E FROM JEROMESVILLE.
 KZ0058'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION
 KZ0058'OF STATE HIGHWAY 89 AT JEROMESVILLE, ON THE OUTSIDE OF A CURVE
 KZ0058'WITH TANGENTS EXTENDING EAST AND SOUTHWEST, AT THE JUNCTION
 KZ0058'OF A DIM ROAD NORTH, NEAR A LARGE TWO-STORY BROWN HOUSE WHICH IS
 KZ0058'ON NORTH SIDE OF HIGHWAY AND A LARGE RED BARN ON SOUTH SIDE OF
 KZ0058'HIGHWAY, 28 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 15 FEET
 KZ0058'NORTHEAST OF CENTER LINE OF DIM ROAD, 78 FEET NORTHWEST AND
 KZ0058'ACROSS HIGHWAY FROM NORTH CORNER OF BARN, 3 FEET NORTHEAST OF A
 KZ0058'TELEPHONE POLE, 1 1/2 FEET SOUTHWEST OF A STEEL WITNESS POST,
 KZ0058'ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 KZ0058'CONCRETE POST PROJECTING 4 INCHES.
 KZ0058
 KZ0058                          STATION RECOVERY (1970)
 KZ0058
 KZ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0058'RECOVERED IN GOOD CONDITION.
 KZ0058
 KZ0058                          STATION RECOVERY (1987)
 KZ0058
 KZ0058'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1613 ***********************************************************************
 KY1613  DESIGNATION -  C 261
 KY1613  PID         -  KY1613
 KY1613  STATE/COUNTY-  OH/HOLMES
 KY1613  USGS QUAD   -  HOLMESVILLE (1994)
 KY1613
 KY1613                         *CURRENT SURVEY CONTROL
 KY1613  ___________________________________________________________________
 KY1613* NAD 83(1986)-  40 37 52.     (N)    081 55 25.     (W)     SCALED    
 KY1613* NAVD 88     -       268.024  (meters)     879.34   (feet)  ADJUSTED  
 KY1613  ___________________________________________________________________
 KY1613  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1613  DYNAMIC HT  -         267.899 (meters)     878.93  (feet)  COMP
 KY1613  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 KY1613
 KY1613  VERT ORDER  -  SECOND    CLASS 0
 KY1613
 KY1613.The horizontal coordinates were scaled from a topographic map and have
 KY1613.an estimated accuracy of +/- 6 seconds.
 KY1613
 KY1613.The orthometric height was determined by differential leveling
 KY1613.and adjusted by the National Geodetic Survey in June 1991..
 KY1613
 KY1613.The geoid height was determined by GEOID03.
 KY1613
 KY1613.The dynamic height is computed by dividing the NAVD 88
 KY1613.geopotential number by the normal gravity value computed on the
 KY1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1613.degrees latitude (g = 980.6199 gals.).
 KY1613
 KY1613.The modeled gravity was interpolated from observed gravity values.
 KY1613
 KY1613;                    North         East    Units  Estimated Accuracy
 KY1613;SPC OH N     -   107,260.      648,760.      MT  (+/- 180 meters Scaled)
 KY1613
 KY1613                          SUPERSEDED SURVEY CONTROL
 KY1613
 KY1613  NGVD 29 (??/??/92)  268.235  (m)          880.03   (f) ADJ UNCH    2 0
 KY1613
 KY1613.Superseded values are not recommended for survey control.
 KY1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1613.See file dsdata.txt to determine how the superseded data were derived.
 KY1613
 KY1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME218982(NAD 83)
 KY1613_MARKER: DB = BENCH MARK DISK
 KY1613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1613_SP_SET: BUILDING WALL
 KY1613_STAMPING: C 261 1959
 KY1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1613
 KY1613  HISTORY     - Date     Condition        Report By
 KY1613  HISTORY     - 1959     MONUMENTED       CGS
 KY1613  HISTORY     - 1971     GOOD             OHDT
 KY1613
 KY1613                          STATION DESCRIPTION
 KY1613
 KY1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1613'AT HOLMESVILLE.
 KY1613'AT HOLMESVILLE, 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 76 FROM
 KY1613'THE CHURCH OF CHRIST, IN THE NORTH EDGE OF TOWN, 75 YARDS EAST
 KY1613'OF THE HIGHWAY, SET VERTICALLY IN THE WEST FACE OF THE WEST WALL
 KY1613'OF THE HOLMESVILLE SCHOOL, 25 1/2 FEET NORTH OF THE SOUTHWEST
 KY1613'CORNER OF THE SCHOOL, 2 FEET ABOVE THE LEVEL OF THE GROUND, AND
 KY1613'ABOUT LEVEL WITH THE HIGHWAY.
 KY1613
 KY1613                          STATION RECOVERY (1971)
 KY1613
 KY1613'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0473 ***********************************************************************
 KZ0473  DESIGNATION -  C 262
 KZ0473  PID         -  KZ0473
 KZ0473  STATE/COUNTY-  OH/WAYNE
 KZ0473  USGS QUAD   -  SHREVE (1978)
 KZ0473
 KZ0473                         *CURRENT SURVEY CONTROL
 KZ0473  ___________________________________________________________________
 KZ0473* NAD 83(1986)-  40 40 49.     (N)    082 01 20.     (W)     SCALED    
 KZ0473* NAVD 88     -       274.161  (meters)     899.48   (feet)  ADJUSTED  
 KZ0473  ___________________________________________________________________
 KZ0473  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KZ0473  DYNAMIC HT  -         274.033 (meters)     899.06  (feet)  COMP
 KZ0473  MODELED GRAV-     980,152.4   (mgal)                       NAVD 88
 KZ0473
 KZ0473  VERT ORDER  -  SECOND    CLASS 0
 KZ0473
 KZ0473.The horizontal coordinates were scaled from a topographic map and have
 KZ0473.an estimated accuracy of +/- 6 seconds.
 KZ0473
 KZ0473.The orthometric height was determined by differential leveling
 KZ0473.and adjusted by the National Geodetic Survey in June 1991..
 KZ0473
 KZ0473.The geoid height was determined by GEOID03.
 KZ0473
 KZ0473.The dynamic height is computed by dividing the NAVD 88
 KZ0473.geopotential number by the normal gravity value computed on the
 KZ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0473.degrees latitude (g = 980.6199 gals.).
 KZ0473
 KZ0473.The modeled gravity was interpolated from observed gravity values.
 KZ0473
 KZ0473;                    North         East    Units  Estimated Accuracy
 KZ0473;SPC OH N     -   112,670.      640,390.      MT  (+/- 180 meters Scaled)
 KZ0473
 KZ0473                          SUPERSEDED SURVEY CONTROL
 KZ0473
 KZ0473  NGVD 29 (??/??/92)  274.364  (m)          900.14   (f) ADJ UNCH    2 0
 KZ0473
 KZ0473.Superseded values are not recommended for survey control.
 KZ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0473.See file dsdata.txt to determine how the superseded data were derived.
 KZ0473
 KZ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF136037(NAD 83)
 KZ0473_MARKER: DB = BENCH MARK DISK
 KZ0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0473_SP_SET: BUILDING
 KZ0473_STAMPING: C 262 1959
 KZ0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0473
 KZ0473  HISTORY     - Date     Condition        Report By
 KZ0473  HISTORY     - 1959     MONUMENTED       CGS
 KZ0473
 KZ0473                          STATION DESCRIPTION
 KZ0473
 KZ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0473'AT SHREVE.
 KZ0473'AT SHREVE, ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 226 FROM
 KZ0473'THE POST OFFICE, AT THE INTERSECTION OF MARKET AND SOUTH
 KZ0473'STREETS, SET VERTICALLY IN THE NORTH FACE OF THE NATIONAL GUARD
 KZ0473'ARMORY, 5 FEET EAST OF THE NORTH CORNER OF THE BUILDING, 40 FEET
 KZ0473'SOUTH OF THE SOUTH CURB OF SOUTH STREET, 2 1/2 FEET ABOVE THE
 KZ0473'GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0558 ***********************************************************************
 KZ0558  DESIGNATION -  C 263
 KZ0558  PID         -  KZ0558
 KZ0558  STATE/COUNTY-  OH/ASHLAND
 KZ0558  USGS QUAD   -  PERRYSVILLE (1981)
 KZ0558
 KZ0558                         *CURRENT SURVEY CONTROL
 KZ0558  ___________________________________________________________________
 KZ0558* NAD 83(1986)-  40 39 22.     (N)    082 18 45.     (W)     SCALED    
 KZ0558* NAVD 88     -       299.656  (meters)     983.12   (feet)  POSTED    
 KZ0558  ___________________________________________________________________
 KZ0558  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KZ0558  DYNAMIC HT  -         299.510 (meters)     982.64  (feet)  COMP
 KZ0558  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 KZ0558
 KZ0558  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KZ0558
 KZ0558.The horizontal coordinates were scaled from a topographic map and have
 KZ0558.an estimated accuracy of +/- 6 seconds.
 KZ0558
 KZ0558.The orthometric height was determined by differential leveling
 KZ0558.and adjusted by the National Geodetic Survey in 1992..
 KZ0558.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KZ0558.rate of 1.1 thru 2.0 mm/km.
 KZ0558
 KZ0558.The geoid height was determined by GEOID03.
 KZ0558
 KZ0558.The dynamic height is computed by dividing the NAVD 88
 KZ0558.geopotential number by the normal gravity value computed on the
 KZ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0558.degrees latitude (g = 980.6199 gals.).
 KZ0558
 KZ0558.The modeled gravity was interpolated from observed gravity values.
 KZ0558
 KZ0558;                    North         East    Units  Estimated Accuracy
 KZ0558;SPC OH N     -   109,890.      615,860.      MT  (+/- 180 meters Scaled)
 KZ0558
 KZ0558                          SUPERSEDED SURVEY CONTROL
 KZ0558
 KZ0558  NGVD 29 (??/??/92)  299.833  (m)          983.70   (f) ADJ UNCH    2 0
 KZ0558
 KZ0558.Superseded values are not recommended for survey control.
 KZ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0558.See file dsdata.txt to determine how the superseded data were derived.
 KZ0558
 KZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF890014(NAD 83)
 KZ0558_MARKER: DB = BENCH MARK DISK
 KZ0558_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ0558_SP_SET: 17.5 FEET
 KZ0558_STAMPING: C 263 1959
 KZ0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0558
 KZ0558  HISTORY     - Date     Condition        Report By
 KZ0558  HISTORY     - 1959     MONUMENTED       CGS
 KZ0558  HISTORY     - 1971     GOOD             NGS
 KZ0558  HISTORY     - 1987     GOOD             USPSQD
 KZ0558
 KZ0558                          STATION DESCRIPTION
 KZ0558
 KZ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0558'AT PERRYSVILLE.
 KZ0558'AT PERRYSVILLE, ABOUT 0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 95
 KZ0558'FROM THE JUNCTION OF STATE HIGHWAY 39, AT THE INTERSECTION OF
 KZ0558'BRIDGE AND CHURCH STREETS, AT THE WEST CORNER OF A LARGE CEMETERY,
 KZ0558'16 FEET NORTHEAST OF THE CENTER LINE OF CHURCH STREET, 19 1/2 FEET
 KZ0558'SOUTHEAST OF THE SOUTHEAST CURB LINE OF BRIDGE STREET (HIGHWAY 95),
 KZ0558'79 FEET SOUTH-SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE SOUTH
 KZ0558'CORNER OF THE FIRST BAPTIST CHURCH, 1 1/2 FEET SOUTHEAST OF THE
 KZ0558'CEMETERY FENCE CORNER, 1 FOOT SOUTHWEST OF THE SOUTHEAST-NORTHWEST
 KZ0558'FENCE LINE, 1 FOOT NORTHEAST OF THE NORTHEAST EDGE OF THE CHURCH
 KZ0558'STREET SIDEWALK, 2 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF BRIDGE
 KZ0558'STREET SIDEWALK, ABOUT LEVEL WITH CHURCH STREET, AND IS A DISK ON
 KZ0558'COPPER-COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A
 KZ0558'6-INCH TILE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO
 KZ0558'REFUSAL AT A DEPTH OF 17.5 FEET.
 KZ0558
 KZ0558                          STATION RECOVERY (1971)
 KZ0558
 KZ0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0558'RECOVERED IN GOOD CONDITION.
 KZ0558
 KZ0558                          STATION RECOVERY (1987)
 KZ0558
 KZ0558'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0367 ***********************************************************************
 KZ0367  DESIGNATION -  C 264
 KZ0367  PID         -  KZ0367
 KZ0367  STATE/COUNTY-  OH/ASHLAND
 KZ0367  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0367
 KZ0367                         *CURRENT SURVEY CONTROL
 KZ0367  ___________________________________________________________________
 KZ0367* NAD 83(1986)-  40 40 43.     (N)    082 14 16.     (W)     SCALED    
 KZ0367* NAVD 88     -       314.479  (meters)    1031.75   (feet)  ADJUSTED  
 KZ0367  ___________________________________________________________________
 KZ0367  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KZ0367  DYNAMIC HT  -         314.328 (meters)    1031.26  (feet)  COMP
 KZ0367  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 KZ0367
 KZ0367  VERT ORDER  -  SECOND    CLASS 0
 KZ0367
 KZ0367.The horizontal coordinates were scaled from a topographic map and have
 KZ0367.an estimated accuracy of +/- 6 seconds.
 KZ0367
 KZ0367.The orthometric height was determined by differential leveling
 KZ0367.and adjusted by the National Geodetic Survey in June 1991..
 KZ0367
 KZ0367.The geoid height was determined by GEOID03.
 KZ0367
 KZ0367.The dynamic height is computed by dividing the NAVD 88
 KZ0367.geopotential number by the normal gravity value computed on the
 KZ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0367.degrees latitude (g = 980.6199 gals.).
 KZ0367
 KZ0367.The modeled gravity was interpolated from observed gravity values.
 KZ0367
 KZ0367;                    North         East    Units  Estimated Accuracy
 KZ0367;SPC OH N     -   112,410.      622,170.      MT  (+/- 180 meters Scaled)
 KZ0367
 KZ0367                          SUPERSEDED SURVEY CONTROL
 KZ0367
 KZ0367  NGVD 29 (??/??/92)  314.662  (m)         1032.35   (f) ADJ UNCH    2 0
 KZ0367
 KZ0367.Superseded values are not recommended for survey control.
 KZ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0367.See file dsdata.txt to determine how the superseded data were derived.
 KZ0367
 KZ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF953038(NAD 83)
 KZ0367_MARKER: DB = BENCH MARK DISK
 KZ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0367_STAMPING: C 264 1959
 KZ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0367+STABILITY: SURFACE MOTION
 KZ0367
 KZ0367  HISTORY     - Date     Condition        Report By
 KZ0367  HISTORY     - 1959     MONUMENTED       CGS
 KZ0367  HISTORY     - 1970     GOOD             NGS
 KZ0367  HISTORY     - 1987     GOOD             OHDT
 KZ0367
 KZ0367                          STATION DESCRIPTION
 KZ0367
 KZ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0367'2 MI S FROM MC KAY.
 KZ0367'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE INTERSECTION
 KZ0367'OF STATE HIGHWAY 95 AT MC KAY, AT THE JUNCTION OF COUNTY ROAD
 KZ0367'91 TO THE EAST AND A PRIVATE GRAVEL ROAD TO THE WEST, 35 1/2
 KZ0367'FEET WEST OF THE CENTER LINE OF HIGHWAY AT CENTER LINE OF JUNCTION
 KZ0367'OF ROAD 91, 12 1/2 FEET SOUTH OF CENTER LINE OF PRIVATE ROAD,
 KZ0367'47 1/2 FEET EAST OF A TELEPHONE POLE ALONG A FENCE LINE, 3 FEET
 KZ0367'SOUTHEAST OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 2 FEET
 KZ0367'NORTHWEST OF A STEEL WITNESS POST, 4 1/2 FEET BELOW THE LEVEL OF
 KZ0367'THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 4
 KZ0367'INCHES.
 KZ0367
 KZ0367                          STATION RECOVERY (1970)
 KZ0367
 KZ0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0367'RECOVERED IN GOOD CONDITION.
 KZ0367
 KZ0367                          STATION RECOVERY (1987)
 KZ0367
 KZ0367'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0765 ***********************************************************************
 KZ0765  DESIGNATION -  C 265
 KZ0765  PID         -  KZ0765
 KZ0765  STATE/COUNTY-  OH/KNOX
 KZ0765  USGS QUAD   -  MT VERNON (1982)
 KZ0765
 KZ0765                         *CURRENT SURVEY CONTROL
 KZ0765  ___________________________________________________________________
 KZ0765* NAD 83(1986)-  40 29 42.     (N)    082 25 36.     (W)     SCALED    
 KZ0765* NAVD 88     -       357.457  (meters)    1172.76   (feet)  ADJUSTED  
 KZ0765  ___________________________________________________________________
 KZ0765  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KZ0765  DYNAMIC HT  -         357.276 (meters)    1172.16  (feet)  COMP
 KZ0765  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 KZ0765
 KZ0765  VERT ORDER  -  SECOND    CLASS 0
 KZ0765
 KZ0765.The horizontal coordinates were scaled from a topographic map and have
 KZ0765.an estimated accuracy of +/- 6 seconds.
 KZ0765
 KZ0765.The orthometric height was determined by differential leveling
 KZ0765.and adjusted by the National Geodetic Survey in June 1991..
 KZ0765
 KZ0765.The geoid height was determined by GEOID03.
 KZ0765
 KZ0765.The dynamic height is computed by dividing the NAVD 88
 KZ0765.geopotential number by the normal gravity value computed on the
 KZ0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0765.degrees latitude (g = 980.6199 gals.).
 KZ0765
 KZ0765.The modeled gravity was interpolated from observed gravity values.
 KZ0765
 KZ0765;                    North         East    Units  Estimated Accuracy
 KZ0765;SPC OH N     -    91,990.      606,220.      MT  (+/- 180 meters Scaled)
 KZ0765
 KZ0765                          SUPERSEDED SURVEY CONTROL
 KZ0765
 KZ0765  NGVD 29 (??/??/92)  357.624  (m)         1173.30   (f) ADJ UNCH    2 0
 KZ0765
 KZ0765.Superseded values are not recommended for survey control.
 KZ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0765.See file dsdata.txt to determine how the superseded data were derived.
 KZ0765
 KZ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE791836(NAD 83)
 KZ0765_MARKER: DB = BENCH MARK DISK
 KZ0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0765_STAMPING: C 265 1959
 KZ0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0765+STABILITY: SURFACE MOTION
 KZ0765
 KZ0765  HISTORY     - Date     Condition        Report By
 KZ0765  HISTORY     - 1959     MONUMENTED       CGS
 KZ0765
 KZ0765                          STATION DESCRIPTION
 KZ0765
 KZ0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0765'4 MI NW FROM AMITY.
 KZ0765'ABOUT 3.95 MILES NORTHWEST ALONG KNOX COUNTY ROAD 14 FROM THE
 KZ0765'INTERSECTION OF STATE HIGHWAY 3 AT AMITY, 54 FEET NORTHEAST
 KZ0765'OF THE CENTER OF THE INTERSECTION OF COUNTY ROAD 15, 17 FEET
 KZ0765'NORTH OF THE CENTER LINE OF ROAD 14, 48 FEET EAST OF THE CENTER
 KZ0765'LINE OF ROAD 15, 1 FOOT SOUTH OF A WIRE FENCE, 20 FEET EAST
 KZ0765'OF THE CENTER LINE OF ROAD 15, 1 FOOT SOUTH OF A WIRE FENCE,
 KZ0765'20 FEET EAST OF A FENCE CORNER, 2.2 FEET WEST-SOUTHWEST OF A
 KZ0765'STEEL WITNES POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF ROAD 14,
 KZ0765'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0438 ***********************************************************************
 KZ0438  DESIGNATION -  C 266
 KZ0438  PID         -  KZ0438
 KZ0438  STATE/COUNTY-  OH/ASHLAND
 KZ0438  USGS QUAD   -  JELLOWAY (1982)
 KZ0438
 KZ0438                         *CURRENT SURVEY CONTROL
 KZ0438  ___________________________________________________________________
 KZ0438* NAD 83(1986)-  40 35 58.     (N)    082 17 48.     (W)     SCALED    
 KZ0438* NAVD 88     -       337.394  (meters)    1106.93   (feet)  ADJUSTED  
 KZ0438  ___________________________________________________________________
 KZ0438  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KZ0438  DYNAMIC HT  -         337.228 (meters)    1106.39  (feet)  COMP
 KZ0438  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 KZ0438
 KZ0438  VERT ORDER  -  SECOND    CLASS 0
 KZ0438
 KZ0438.The horizontal coordinates were scaled from a topographic map and have
 KZ0438.an estimated accuracy of +/- 6 seconds.
 KZ0438
 KZ0438.The orthometric height was determined by differential leveling
 KZ0438.and adjusted by the National Geodetic Survey in June 1991..
 KZ0438
 KZ0438.The geoid height was determined by GEOID03.
 KZ0438
 KZ0438.The dynamic height is computed by dividing the NAVD 88
 KZ0438.geopotential number by the normal gravity value computed on the
 KZ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0438.degrees latitude (g = 980.6199 gals.).
 KZ0438
 KZ0438.The modeled gravity was interpolated from observed gravity values.
 KZ0438
 KZ0438;                    North         East    Units  Estimated Accuracy
 KZ0438;SPC OH N     -   103,600.      617,210.      MT  (+/- 180 meters Scaled)
 KZ0438
 KZ0438                          SUPERSEDED SURVEY CONTROL
 KZ0438
 KZ0438  NGVD 29 (??/??/92)  337.570  (m)         1107.51   (f) ADJ UNCH    2 0
 KZ0438
 KZ0438.Superseded values are not recommended for survey control.
 KZ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0438.See file dsdata.txt to determine how the superseded data were derived.
 KZ0438
 KZ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE902951(NAD 83)
 KZ0438_MARKER: DB = BENCH MARK DISK
 KZ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0438_STAMPING: C 266 1959
 KZ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0438+STABILITY: SURFACE MOTION
 KZ0438
 KZ0438  HISTORY     - Date     Condition        Report By
 KZ0438  HISTORY     - 1959     MONUMENTED       CGS
 KZ0438  HISTORY     - 1987     GOOD             OHDT
 KZ0438
 KZ0438                          STATION DESCRIPTION
 KZ0438
 KZ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0438'7.8 MI E FROM BUTLER.
 KZ0438'ABOUT 7.75 MILES EAST ALONG STATE HIGHWAY 97 FROM THE POST
 KZ0438'OFFICE AT BUTLER, 2.3 MILES EAST OF THE ASHLAND-RICHLAND COUNTY
 KZ0438'LINE, 1.0 MILE EAST OF THE JUNCTION OF EAST ENTRANCE TO OHIO
 KZ0438'MEMORIAL SHRINE, 0.05 MILE WEST OF A TWO-STORY WOODEN HOUSE,
 KZ0438'52 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTH OF
 KZ0438'THE WEST LEG SUPPORTING A DAR PLANTATION MEMORIAL SIGN, ABOUT
 KZ0438'2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 KZ0438'OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0438
 KZ0438                          STATION RECOVERY (1987)
 KZ0438
 KZ0438'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0774 ***********************************************************************
 KZ0774  DESIGNATION -  C 267
 KZ0774  PID         -  KZ0774
 KZ0774  STATE/COUNTY-  OH/KNOX
 KZ0774  USGS QUAD   -  DANVILLE (1982)
 KZ0774
 KZ0774                         *CURRENT SURVEY CONTROL
 KZ0774  ___________________________________________________________________
 KZ0774* NAD 83(1986)-  40 27 58.     (N)    082 19 05.     (W)     SCALED    
 KZ0774* NAVD 88     -       323.026  (meters)    1059.79   (feet)  ADJUSTED  
 KZ0774  ___________________________________________________________________
 KZ0774  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KZ0774  DYNAMIC HT  -         322.864 (meters)    1059.26  (feet)  COMP
 KZ0774  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 KZ0774
 KZ0774  VERT ORDER  -  SECOND    CLASS 0
 KZ0774
 KZ0774.The horizontal coordinates were scaled from a topographic map and have
 KZ0774.an estimated accuracy of +/- 6 seconds.
 KZ0774
 KZ0774.The orthometric height was determined by differential leveling
 KZ0774.and adjusted by the National Geodetic Survey in June 1991..
 KZ0774
 KZ0774.The geoid height was determined by GEOID03.
 KZ0774
 KZ0774.The dynamic height is computed by dividing the NAVD 88
 KZ0774.geopotential number by the normal gravity value computed on the
 KZ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0774.degrees latitude (g = 980.6199 gals.).
 KZ0774
 KZ0774.The modeled gravity was interpolated from observed gravity values.
 KZ0774
 KZ0774;                    North         East    Units  Estimated Accuracy
 KZ0774;SPC OH N     -    88,790.      615,430.      MT  (+/- 180 meters Scaled)
 KZ0774
 KZ0774                          SUPERSEDED SURVEY CONTROL
 KZ0774
 KZ0774  NGVD 29 (??/??/92)  323.212  (m)         1060.40   (f) ADJ UNCH    2 0
 KZ0774
 KZ0774.Superseded values are not recommended for survey control.
 KZ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0774.See file dsdata.txt to determine how the superseded data were derived.
 KZ0774
 KZ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE882803(NAD 83)
 KZ0774_MARKER: DB = BENCH MARK DISK
 KZ0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0774_SP_SET: CULVERT
 KZ0774_STAMPING: C 267 1959
 KZ0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0774
 KZ0774  HISTORY     - Date     Condition        Report By
 KZ0774  HISTORY     - 1959     MONUMENTED       CGS
 KZ0774
 KZ0774                          STATION DESCRIPTION
 KZ0774
 KZ0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0774'3.4 MI W FROM DANVILLE.
 KZ0774'ABOUT 3.4 MILES WEST ALONG KNOX COUNTY ROAD 14 FROM THE
 KZ0774'JUNCTION OF U.S. HIGHWAY 62 AT DANVILLE, ABOUT 3.45 MILES EAST
 KZ0774'ALONG ROAD 14 FROM THE HIGH SCHOOL AT AMITY, 1.1 MILES EAST OF
 KZ0774'A WOODEN BRIDGE OVER LITTLE JELLOWAY CREEK, 18 FEET NORTH OF THE
 KZ0774'CENTER LINE OF ROAD 14, IN TOP OF THE NORTH END OF THE ANGLE
 KZ0774'SHAPED CONCRETE HEAD WALL FOR A 30-INCH PIPE CULVERT UNDER ROAD
 KZ0774'14, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0459 ***********************************************************************
 KZ0459  DESIGNATION -  C 268
 KZ0459  PID         -  KZ0459
 KZ0459  STATE/COUNTY-  OH/KNOX
 KZ0459  USGS QUAD   -  GREER (1978)
 KZ0459
 KZ0459                         *CURRENT SURVEY CONTROL
 KZ0459  ___________________________________________________________________
 KZ0459* NAD 83(1986)-  40 31 58.     (N)    082 11 08.     (W)     SCALED    
 KZ0459* NAVD 88     -       290.321  (meters)     952.49   (feet)  ADJUSTED  
 KZ0459  ___________________________________________________________________
 KZ0459  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KZ0459  DYNAMIC HT  -         290.177 (meters)     952.02  (feet)  COMP
 KZ0459  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 KZ0459
 KZ0459  VERT ORDER  -  SECOND    CLASS 0
 KZ0459
 KZ0459.The horizontal coordinates were scaled from a topographic map and have
 KZ0459.an estimated accuracy of +/- 6 seconds.
 KZ0459
 KZ0459.The orthometric height was determined by differential leveling
 KZ0459.and adjusted by the National Geodetic Survey in June 1991..
 KZ0459
 KZ0459.The geoid height was determined by GEOID03.
 KZ0459
 KZ0459.The dynamic height is computed by dividing the NAVD 88
 KZ0459.geopotential number by the normal gravity value computed on the
 KZ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0459.degrees latitude (g = 980.6199 gals.).
 KZ0459
 KZ0459.The modeled gravity was interpolated from observed gravity values.
 KZ0459
 KZ0459;                    North         East    Units  Estimated Accuracy
 KZ0459;SPC OH N     -    96,230.      626,640.      MT  (+/- 180 meters Scaled)
 KZ0459
 KZ0459                          SUPERSEDED SURVEY CONTROL
 KZ0459
 KZ0459  NGVD 29 (??/??/92)  290.516  (m)          953.13   (f) ADJ UNCH    2 0
 KZ0459
 KZ0459.Superseded values are not recommended for survey control.
 KZ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0459.See file dsdata.txt to determine how the superseded data were derived.
 KZ0459
 KZ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE995875(NAD 83)
 KZ0459_MARKER: DB = BENCH MARK DISK
 KZ0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0459_SP_SET: CULVERT
 KZ0459_STAMPING: C 268 1959
 KZ0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0459
 KZ0459  HISTORY     - Date     Condition        Report By
 KZ0459  HISTORY     - 1959     MONUMENTED       CGS
 KZ0459  HISTORY     - 1971     GOOD             NGS
 KZ0459
 KZ0459                          STATION DESCRIPTION
 KZ0459
 KZ0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0459'1 MI NE FROM GREER.
 KZ0459'ABOUT 0.95 MILE NORTHEAST ALONG STATE HIGHWAY 95 FROM THE
 KZ0459'BRIDGE OVER MOHICAN RIVER AT GREER, 0.5 MILE SOUTHWEST OF THE
 KZ0459'INTERSECTION OF HOLMES-KNOX COUNTY LINE, 13 FEET NORTHWEST OF THE
 KZ0459'CENTER LINE OF THE HIGHWAY, IN TOP OF THE NORTHEAST END OF THE
 KZ0459'NORTHWEST HEAD WALL OF A 5-FOOT CONCRETE CULVERT UNDER THE
 KZ0459'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 KZ0459
 KZ0459                          STATION RECOVERY (1971)
 KZ0459
 KZ0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1351 ***********************************************************************
 KZ1351  DESIGNATION -  C 269
 KZ1351  PID         -  KZ1351
 KZ1351  STATE/COUNTY-  OH/RICHLAND
 KZ1351  USGS QUAD   -  CRESTLINE (1982)
 KZ1351
 KZ1351                         *CURRENT SURVEY CONTROL
 KZ1351  ___________________________________________________________________
 KZ1351* NAD 83(1986)-  40 45 38.     (N)    082 39 34.     (W)     SCALED    
 KZ1351* NAVD 88     -       408.280  (meters)    1339.50   (feet)  ADJUSTED  
 KZ1351  ___________________________________________________________________
 KZ1351  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ1351  DYNAMIC HT  -         408.076 (meters)    1338.83  (feet)  COMP
 KZ1351  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 KZ1351
 KZ1351  VERT ORDER  -  SECOND    CLASS 0
 KZ1351
 KZ1351.The horizontal coordinates were scaled from a topographic map and have
 KZ1351.an estimated accuracy of +/- 6 seconds.
 KZ1351
 KZ1351.The orthometric height was determined by differential leveling
 KZ1351.and adjusted by the National Geodetic Survey in June 1991..
 KZ1351
 KZ1351.The geoid height was determined by GEOID03.
 KZ1351
 KZ1351.The dynamic height is computed by dividing the NAVD 88
 KZ1351.geopotential number by the normal gravity value computed on the
 KZ1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1351.degrees latitude (g = 980.6199 gals.).
 KZ1351
 KZ1351.The modeled gravity was interpolated from observed gravity values.
 KZ1351
 KZ1351;                    North         East    Units  Estimated Accuracy
 KZ1351;SPC OH N     -   121,480.      586,540.      MT  (+/- 180 meters Scaled)
 KZ1351
 KZ1351                          SUPERSEDED SURVEY CONTROL
 KZ1351
 KZ1351  NGVD 29 (??/??/92)  408.417  (m)         1339.95   (f) ADJ UNCH    2 0
 KZ1351
 KZ1351.Superseded values are not recommended for survey control.
 KZ1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1351.See file dsdata.txt to determine how the superseded data were derived.
 KZ1351
 KZ1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF599135(NAD 83)
 KZ1351_MARKER: DB = BENCH MARK DISK
 KZ1351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1351_SP_SET: CULVERT
 KZ1351_STAMPING: C 269 1959
 KZ1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1351
 KZ1351  HISTORY     - Date     Condition        Report By
 KZ1351  HISTORY     - 1959     MONUMENTED       CGS
 KZ1351  HISTORY     - 1973     GOOD             OHDT
 KZ1351  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KZ1351  HISTORY     - 20040524 MARK NOT FOUND   USPSQD
 KZ1351
 KZ1351                          STATION DESCRIPTION
 KZ1351
 KZ1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1351'0.2 MI S FROM ONTARIO.
 KZ1351'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 314 FROM THE
 KZ1351'INTERSECTION OF U.S. HIGHWAY 30 SOUTH AT ONTARIO, 36 1/2 FEET
 KZ1351'NORTHEAST OF THE NORTHEAST CORNER OF THE EAST STONE MASONRY
 KZ1351'ABUTMENT OF ERIE RAILROAD OVERPASS OVER HIGHWAY 314, 24 FEET
 KZ1351'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE
 KZ1351'SOUTHEAST CORNER OF A 3-BY 5-FOOT CONCRETE CATCH BASIN FOR A
 KZ1351'PIPE CULVERT UNDER HIGHWAY 314, AND ABOUT LEVEL WITH THE
 KZ1351'HIGHWAY.
 KZ1351
 KZ1351                          STATION RECOVERY (1973)
 KZ1351
 KZ1351'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1351'RECOVERED IN GOOD CONDITION.
 KZ1351
 KZ1351                          STATION RECOVERY (1990)
 KZ1351
 KZ1351'RECOVERY NOTE BY US POWER SQUADRON 1990 (ES)
 KZ1351'MARK NOT FOUND.
 KZ1351
 KZ1351                          STATION RECOVERY (2004)
 KZ1351
 KZ1351'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1351'RAILROAD AND RAILROAD BRIDGE IS NOW REMOVED AS WELL AS THE CATCH
 KZ1351'BASIN,OPEN DRAINAGE DITCH IS BEING USED PRESENTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0729 ***********************************************************************
 KZ0729  DESIGNATION -  C 27
 KZ0729  PID         -  KZ0729
 KZ0729  STATE/COUNTY-  OH/LICKING
 KZ0729  USGS QUAD   -  NEWARK (1982)
 KZ0729
 KZ0729                         *CURRENT SURVEY CONTROL
 KZ0729  ___________________________________________________________________
 KZ0729* NAD 83(1986)-  40 00 56.     (N)    082 26 20.     (W)     SCALED    
 KZ0729* NAVD 88     -       259.086  (meters)     850.02   (feet)  ADJUSTED  
 KZ0729  ___________________________________________________________________
 KZ0729  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KZ0729  DYNAMIC HT  -         258.940 (meters)     849.54  (feet)  COMP
 KZ0729  MODELED GRAV-     980,057.9   (mgal)                       NAVD 88
 KZ0729
 KZ0729  VERT ORDER  -  SECOND    CLASS 0
 KZ0729
 KZ0729.The horizontal coordinates were scaled from a topographic map and have
 KZ0729.an estimated accuracy of +/- 6 seconds.
 KZ0729
 KZ0729.The orthometric height was determined by differential leveling
 KZ0729.and adjusted by the National Geodetic Survey in June 1991..
 KZ0729
 KZ0729.The geoid height was determined by GEOID03.
 KZ0729
 KZ0729.The dynamic height is computed by dividing the NAVD 88
 KZ0729.geopotential number by the normal gravity value computed on the
 KZ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0729.degrees latitude (g = 980.6199 gals.).
 KZ0729
 KZ0729.The modeled gravity was interpolated from observed gravity values.
 KZ0729
 KZ0729;                    North         East    Units  Estimated Accuracy
 KZ0729;SPC OH S     -   223,760.      605,220.      MT  (+/- 180 meters Scaled)
 KZ0729
 KZ0729                          SUPERSEDED SURVEY CONTROL
 KZ0729
 KZ0729  NGVD 29 (??/??/92)  259.285  (m)          850.67   (f) ADJ UNCH    2 0
 KZ0729
 KZ0729.Superseded values are not recommended for survey control.
 KZ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0729.See file dsdata.txt to determine how the superseded data were derived.
 KZ0729
 KZ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE772304(NAD 83)
 KZ0729_MARKER: DB = BENCH MARK DISK
 KZ0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0729_STAMPING: C 27 1934
 KZ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0729+STABILITY: SURFACE MOTION
 KZ0729
 KZ0729  HISTORY     - Date     Condition        Report By
 KZ0729  HISTORY     - 1934     MONUMENTED       CGS
 KZ0729  HISTORY     - 1961     MARK NOT FOUND   USGS
 KZ0729
 KZ0729                          STATION DESCRIPTION
 KZ0729
 KZ0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ0729'0.1 MI N FROM LOCUST GROVE.
 KZ0729'0.1 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 KZ0729'FROM LOCUST GROVE, LICKING COUNTY, 0.4 MILE SOUTH OF MILEPOST
 KZ0729'S 41 AND N 3, 150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 KZ0729'COVERED BRIDGE OVER A CREEK, 30 FEET SOUTHEAST OF POLE 2049,
 KZ0729'26 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 21 FEET
 KZ0729'WEST OF THE CENTERLINE OF A PRIVATE DIRT ROAD, 30 FEET SOUTHWEST
 KZ0729'OF A FENCE CORNER, 9 FEET EAST OF THE EAST RAIL, AND ABOUT
 KZ0729'1-1/2 FOOT ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 KZ0729'STAMPED C 27 1934 AND SET IN THE TOP OF A CONCRETE POST
 KZ0729'PROJECTING 6 INCHES ABOVE GROUND.
 KZ0729
 KZ0729                          STATION RECOVERY (1961)
 KZ0729
 KZ0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KZ0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1368 ***********************************************************************
 KZ1368  DESIGNATION -  C 270
 KZ1368  PID         -  KZ1368
 KZ1368  STATE/COUNTY-  OH/RICHLAND
 KZ1368  USGS QUAD   -  CRESTLINE (1982)
 KZ1368
 KZ1368                         *CURRENT SURVEY CONTROL
 KZ1368  ___________________________________________________________________
 KZ1368* NAD 83(1986)-  40 47 55.     (N)    082 40 18.     (W)     SCALED    
 KZ1368* NAVD 88     -       362.999  (meters)    1190.94   (feet)  ADJUSTED  
 KZ1368  ___________________________________________________________________
 KZ1368  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KZ1368  DYNAMIC HT  -         362.819 (meters)    1190.35  (feet)  COMP
 KZ1368  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 KZ1368
 KZ1368  VERT ORDER  -  SECOND    CLASS 0
 KZ1368
 KZ1368.The horizontal coordinates were scaled from a topographic map and have
 KZ1368.an estimated accuracy of +/- 6 seconds.
 KZ1368
 KZ1368.The orthometric height was determined by differential leveling
 KZ1368.and adjusted by the National Geodetic Survey in June 1991..
 KZ1368
 KZ1368.The geoid height was determined by GEOID03.
 KZ1368
 KZ1368.The dynamic height is computed by dividing the NAVD 88
 KZ1368.geopotential number by the normal gravity value computed on the
 KZ1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1368.degrees latitude (g = 980.6199 gals.).
 KZ1368
 KZ1368.The modeled gravity was interpolated from observed gravity values.
 KZ1368
 KZ1368;                    North         East    Units  Estimated Accuracy
 KZ1368;SPC OH N     -   125,710.      585,510.      MT  (+/- 180 meters Scaled)
 KZ1368
 KZ1368                          SUPERSEDED SURVEY CONTROL
 KZ1368
 KZ1368  NGVD 29 (??/??/92)  363.136  (m)         1191.39   (f) ADJ UNCH    2 0
 KZ1368
 KZ1368.Superseded values are not recommended for survey control.
 KZ1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1368.See file dsdata.txt to determine how the superseded data were derived.
 KZ1368
 KZ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF589177(NAD 83)
 KZ1368_MARKER: DB = BENCH MARK DISK
 KZ1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1368_STAMPING: C 270 1959
 KZ1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1368+STABILITY: SURFACE MOTION
 KZ1368
 KZ1368  HISTORY     - Date     Condition        Report By
 KZ1368  HISTORY     - 1959     MONUMENTED       CGS
 KZ1368  HISTORY     - 1973     GOOD             OHDT
 KZ1368  HISTORY     - 1987     GOOD             OHDT
 KZ1368  HISTORY     - 1990     GOOD             USPSQD
 KZ1368
 KZ1368                          STATION DESCRIPTION
 KZ1368
 KZ1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1368'3.6 MI NE FROM CRESTLINE.
 KZ1368'ABOUT 3.55 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KZ1368'THE CROSSING OF THE NEW YORK CENTRAL RAILROAD AT CRESTLINE, 74
 KZ1368'YARDS WEST-SOUTHWEST OF AND ACROSS BEAM ROAD FROM MILEPOST 185,
 KZ1368'112 FEET WEST OF THE CENTER OF THE CROSSING OF THE
 KZ1368'NORTH-NORTHWEST TRACK OF THREE TRACKS AND BEAM ROAD, 22 1/2 FEET
 KZ1368'SOUTH OF CENTER LINE OF BEAM ROAD, 16 1/2 FEET NORTH-NORTHWEST
 KZ1368'OF THE NORTH-NORTHWEST RAIL OF THE NORTH-NORTHWEST TRACK OF THREE
 KZ1368'TRACKS, 12 FEET WEST-SOUTHWEST OF A CROSSING SIGN, 7 1/2 FEET
 KZ1368'SOUTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A SAWDED
 KZ1368'OFF FENCE POST, 5 1/2 FEET EAST-NORTHEAST OF MILEPOLE 185+2,
 KZ1368'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF
 KZ1368'A CONCRETE POST.  NOTE-- SET STEEL WITNESS POST AND SIGN 1 IN N.
 KZ1368
 KZ1368                          STATION RECOVERY (1973)
 KZ1368
 KZ1368'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1368'RECOVERED IN GOOD CONDITION.
 KZ1368
 KZ1368                          STATION RECOVERY (1987)
 KZ1368
 KZ1368'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1368'RECOVERED IN GOOD CONDITION.
 KZ1368
 KZ1368                          STATION RECOVERY (1990)
 KZ1368
 KZ1368'RECOVERY NOTE BY US POWER SQUADRON 1990 (RN)
 KZ1368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1361 ***********************************************************************
 KZ1361  DESIGNATION -  C 271
 KZ1361  PID         -  KZ1361
 KZ1361  STATE/COUNTY-  OH/MORROW
 KZ1361  USGS QUAD   -  BLOOMING GROVE (1987)
 KZ1361
 KZ1361                         *CURRENT SURVEY CONTROL
 KZ1361  ___________________________________________________________________
 KZ1361* NAD 83(1986)-  40 37 55.     (N)    082 39 48.     (W)     SCALED    
 KZ1361* NAVD 88     -       380.323  (meters)    1247.78   (feet)  ADJUSTED  
 KZ1361  ___________________________________________________________________
 KZ1361  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KZ1361  DYNAMIC HT  -         380.129 (meters)    1247.14  (feet)  COMP
 KZ1361  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 KZ1361
 KZ1361  VERT ORDER  -  SECOND    CLASS 0
 KZ1361
 KZ1361.The horizontal coordinates were scaled from a topographic map and have
 KZ1361.an estimated accuracy of +/- 6 seconds.
 KZ1361
 KZ1361.The orthometric height was determined by differential leveling
 KZ1361.and adjusted by the National Geodetic Survey in June 1991..
 KZ1361
 KZ1361.The geoid height was determined by GEOID03.
 KZ1361
 KZ1361.The dynamic height is computed by dividing the NAVD 88
 KZ1361.geopotential number by the normal gravity value computed on the
 KZ1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1361.degrees latitude (g = 980.6199 gals.).
 KZ1361
 KZ1361.The modeled gravity was interpolated from observed gravity values.
 KZ1361
 KZ1361;                    North         East    Units  Estimated Accuracy
 KZ1361;SPC OH N     -   107,200.      586,180.      MT  (+/- 180 meters Scaled)
 KZ1361
 KZ1361                          SUPERSEDED SURVEY CONTROL
 KZ1361
 KZ1361  NGVD 29 (??/??/92)  380.464  (m)         1248.24   (f) ADJ UNCH    2 0
 KZ1361
 KZ1361.Superseded values are not recommended for survey control.
 KZ1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1361.See file dsdata.txt to determine how the superseded data were derived.
 KZ1361
 KZ1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE593992(NAD 83)
 KZ1361_MARKER: DB = BENCH MARK DISK
 KZ1361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1361_SP_SET: ABUTMENT
 KZ1361_STAMPING: C 271 1959
 KZ1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1361
 KZ1361  HISTORY     - Date     Condition        Report By
 KZ1361  HISTORY     - 1959     MONUMENTED       CGS
 KZ1361
 KZ1361                          STATION DESCRIPTION
 KZ1361
 KZ1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1361'0.6 MI N FROM SHAUCK.
 KZ1361'ABOUT 0.55 MILE NORTH ALONG STATE HIGHWAY 314 FROM THE
 KZ1361'INTERSECTION OF U.S. HIGHWAY 42 AT SHAUCK, 0.1 MILE SOUTH OF A
 KZ1361'STEEL BRIDGE OVER CEDAR FORK, 20 FEET WEST OF THE CENTER LINE
 KZ1361'OF HIGHWAY, IN TOP OF THE FIRST STEP-DOWN OF THE WEST END OF
 KZ1361'THE SOUTH ABUTMENT OF A CONCRETE BRIDGE OVER A CREEK BRANCH,
 KZ1361'3 1/2 FEET WEST OF CONCRETE BANISTER, AND ABOUT 1 FOOT BELOW
 KZ1361'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1302 ***********************************************************************
 KZ1302  DESIGNATION -  C 272
 KZ1302  PID         -  KZ1302
 KZ1302  STATE/COUNTY-  OH/RICHLAND
 KZ1302  USGS QUAD   -  BELLVILLE (1974)
 KZ1302
 KZ1302                         *CURRENT SURVEY CONTROL
 KZ1302  ___________________________________________________________________
 KZ1302* NAD 83(1986)-  40 35 48.     (N)    082 34 59.     (W)     SCALED    
 KZ1302* NAVD 88     -       367.370  (meters)    1205.28   (feet)  ADJUSTED  
 KZ1302  ___________________________________________________________________
 KZ1302  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KZ1302  DYNAMIC HT  -         367.183 (meters)    1204.67  (feet)  COMP
 KZ1302  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 KZ1302
 KZ1302  VERT ORDER  -  SECOND    CLASS 0
 KZ1302
 KZ1302.The horizontal coordinates were scaled from a topographic map and have
 KZ1302.an estimated accuracy of +/- 6 seconds.
 KZ1302
 KZ1302.The orthometric height was determined by differential leveling
 KZ1302.and adjusted by the National Geodetic Survey in June 1991..
 KZ1302
 KZ1302.The geoid height was determined by GEOID03.
 KZ1302
 KZ1302.The dynamic height is computed by dividing the NAVD 88
 KZ1302.geopotential number by the normal gravity value computed on the
 KZ1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1302.degrees latitude (g = 980.6199 gals.).
 KZ1302
 KZ1302.The modeled gravity was interpolated from observed gravity values.
 KZ1302
 KZ1302;                    North         East    Units  Estimated Accuracy
 KZ1302;SPC OH N     -   103,280.      592,970.      MT  (+/- 180 meters Scaled)
 KZ1302
 KZ1302                          SUPERSEDED SURVEY CONTROL
 KZ1302
 KZ1302  NGVD 29 (??/??/92)  367.520  (m)         1205.77   (f) ADJ UNCH    2 0
 KZ1302
 KZ1302.Superseded values are not recommended for survey control.
 KZ1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1302.See file dsdata.txt to determine how the superseded data were derived.
 KZ1302
 KZ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE660951(NAD 83)
 KZ1302_MARKER: DB = BENCH MARK DISK
 KZ1302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1302_SP_SET: ABUTMENT
 KZ1302_STAMPING: C 272 1959
 KZ1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1302
 KZ1302  HISTORY     - Date     Condition        Report By
 KZ1302  HISTORY     - 1959     MONUMENTED       CGS
 KZ1302
 KZ1302                          STATION DESCRIPTION
 KZ1302
 KZ1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1302'8.6 MI NW FROM FREDERICKTOWN.
 KZ1302'ABOUT 2.85 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST
 KZ1302'OFFICE AT FREDERICKTOWN, THENCE ABOUT 5.75 MILES NORTHWEST ALONG
 KZ1302'STATE HIGHWAY 546, 0.8 MILE NORTH OF THE INTERSECTION OF
 KZ1302'DARLINGTON E ROAD, 0.35 MILE SOUTH OF THE OVERPASS OF INTERSTATE
 KZ1302'HIGHWAY 72, 13 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KZ1302'IN TOP OF THE WEST END OF THE NORTH ABUTMENT OF CONCRETE HIGHWAY
 KZ1302'BRIDGE OVER STEEL RUN, 1/2 FOOT WEST OF CONCRETE BANISTER, AND
 KZ1302'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0978 ***********************************************************************
 KZ0978  DESIGNATION -  C 273
 KZ0978  PID         -  KZ0978
 KZ0978  STATE/COUNTY-  OH/KNOX
 KZ0978  USGS QUAD   -  FREDERICKTOWN (1984)
 KZ0978
 KZ0978                         *CURRENT SURVEY CONTROL
 KZ0978  ___________________________________________________________________
 KZ0978* NAD 83(1986)-  40 24 07.     (N)    082 35 51.     (W)     SCALED    
 KZ0978* NAVD 88     -       389.106  (meters)    1276.59   (feet)  ADJUSTED  
 KZ0978  ___________________________________________________________________
 KZ0978  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ0978  DYNAMIC HT  -         388.900 (meters)    1275.92  (feet)  COMP
 KZ0978  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 KZ0978
 KZ0978  VERT ORDER  -  SECOND    CLASS 0
 KZ0978
 KZ0978.The horizontal coordinates were scaled from a topographic map and have
 KZ0978.an estimated accuracy of +/- 6 seconds.
 KZ0978
 KZ0978.The orthometric height was determined by differential leveling
 KZ0978.and adjusted by the National Geodetic Survey in June 1991..
 KZ0978
 KZ0978.The geoid height was determined by GEOID03.
 KZ0978
 KZ0978.The dynamic height is computed by dividing the NAVD 88
 KZ0978.geopotential number by the normal gravity value computed on the
 KZ0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0978.degrees latitude (g = 980.6199 gals.).
 KZ0978
 KZ0978.The modeled gravity was interpolated from observed gravity values.
 KZ0978
 KZ0978;                    North         East    Units  Estimated Accuracy
 KZ0978;SPC OH N     -    81,660.      591,720.      MT  (+/- 180 meters Scaled)
 KZ0978
 KZ0978                          SUPERSEDED SURVEY CONTROL
 KZ0978
 KZ0978  NGVD 29 (??/??/92)  389.256  (m)         1277.08   (f) ADJ UNCH    2 0
 KZ0978
 KZ0978.Superseded values are not recommended for survey control.
 KZ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0978.See file dsdata.txt to determine how the superseded data were derived.
 KZ0978
 KZ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE644735(NAD 83)
 KZ0978_MARKER: DB = BENCH MARK DISK
 KZ0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0978_STAMPING: C 273 1959
 KZ0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0978+STABILITY: SURFACE MOTION
 KZ0978
 KZ0978  HISTORY     - Date     Condition        Report By
 KZ0978  HISTORY     - 1959     MONUMENTED       CGS
 KZ0978
 KZ0978                          STATION DESCRIPTION
 KZ0978
 KZ0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0978'4.6 MI NE FROM MT LIBERTY.
 KZ0978'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 36 FROM THE EAST
 KZ0978'JUNCTION OF COUNTY ROAD 25 AT MT. LIBERTY, THENCE ABOUT 3.35.
 KZ0978'MILES ALONG TWP ROAD 65, 117 YARDS SOUTH OF THE CENTER OF THE
 KZ0978'INTERSECTION OF STATE HIGHWAY 229 LEADING EAST-WEST, TWP ROAD
 KZ0978'65 LEADING SOUTH, AND KNOX COUNTY ROAD 1 LEADING NORTH, 25 FEET
 KZ0978'WEST OF THE CENTER LINE OF ROAD 65, 57 FEET SOUTH OF POWER LINE
 KZ0978'POLE 118-184, 1 FOOT EAST OF A WIRE FENCE, 192 FEET NORTH
 KZ0978'OF THE WEST END OF A 20-INCH PIPE CULVERT UNDER ROAD 65, 1.3
 KZ0978'FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 KZ0978'ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0851 ***********************************************************************
 KZ0851  DESIGNATION -  C 274
 KZ0851  PID         -  KZ0851
 KZ0851  STATE/COUNTY-  OH/DELAWARE
 KZ0851  USGS QUAD   -  ASHLEY (1995)
 KZ0851
 KZ0851                         *CURRENT SURVEY CONTROL
 KZ0851  ___________________________________________________________________
 KZ0851* NAD 83(1986)-  40 24 15.     (N)    082 57 22.     (W)     SCALED    
 KZ0851* NAVD 88     -       298.194  (meters)     978.32   (feet)  ADJUSTED  
 KZ0851  ___________________________________________________________________
 KZ0851  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KZ0851  DYNAMIC HT  -         298.040 (meters)     977.82  (feet)  COMP
 KZ0851  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 KZ0851
 KZ0851  VERT ORDER  -  FIRST     CLASS I
 KZ0851
 KZ0851.The horizontal coordinates were scaled from a topographic map and have
 KZ0851.an estimated accuracy of +/- 6 seconds.
 KZ0851
 KZ0851.The orthometric height was determined by differential leveling
 KZ0851.and adjusted by the National Geodetic Survey in June 1991..
 KZ0851
 KZ0851.The geoid height was determined by GEOID03.
 KZ0851
 KZ0851.The dynamic height is computed by dividing the NAVD 88
 KZ0851.geopotential number by the normal gravity value computed on the
 KZ0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0851.degrees latitude (g = 980.6199 gals.).
 KZ0851
 KZ0851.The modeled gravity was interpolated from observed gravity values.
 KZ0851
 KZ0851;                    North         East    Units  Estimated Accuracy
 KZ0851;SPC OH N     -    82,000.      561,280.      MT  (+/- 180 meters Scaled)
 KZ0851
 KZ0851                          SUPERSEDED SURVEY CONTROL
 KZ0851
 KZ0851  NGVD 29 (??/??/92)  298.357  (m)          978.86   (f) ADJ UNCH    1 1
 KZ0851
 KZ0851.Superseded values are not recommended for survey control.
 KZ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0851.See file dsdata.txt to determine how the superseded data were derived.
 KZ0851
 KZ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE340744(NAD 83)
 KZ0851_MARKER: DB = BENCH MARK DISK
 KZ0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0851_STAMPING: C 274 1959
 KZ0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0851+STABILITY: SURFACE MOTION
 KZ0851
 KZ0851  HISTORY     - Date     Condition        Report By
 KZ0851  HISTORY     - 1959     MONUMENTED       CGS
 KZ0851  HISTORY     - 1967     GOOD             NGS
 KZ0851
 KZ0851                          STATION DESCRIPTION
 KZ0851
 KZ0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ0851'AT ASHLEY.
 KZ0851'AT ASHLEY, ABOUT 0.25 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL
 KZ0851'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 229, THENCE 0.15 MILE
 KZ0851'EAST AND SOUTHEAST ALONG A BLACK TOPPED STREET AND A GRAVELED
 KZ0851'DRIVEWAY, AT THE RICHARDSON AIRPORT, 71 FEET WEST OF THE NORTHWEST
 KZ0851'CORNER OF A TOOL SHED, 40 FEET NORTH OF THE CENTER LINE OF A
 KZ0851'DRIVEWAY, 11 FEET SOUTHWEST OF A WELL WITH A PUMP, 2 1/2 FEET
 KZ0851'EAST OF A POWER LINE POLE, ABOUT LEVEL WITH THE DRIVEWAY AND SET
 KZ0851'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 KZ0851'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0945 ***********************************************************************
 KZ0945  DESIGNATION -  C 275
 KZ0945  PID         -  KZ0945
 KZ0945  STATE/COUNTY-  OH/DELAWARE
 KZ0945  USGS QUAD   -  OLIVE GREEN (1973)
 KZ0945
 KZ0945                         *CURRENT SURVEY CONTROL
 KZ0945  ___________________________________________________________________
 KZ0945* NAD 83(1986)-  40 19 11.     (N)    082 50 35.     (W)     SCALED    
 KZ0945* NAVD 88     -       315.519  (meters)    1035.17   (feet)  ADJUSTED  
 KZ0945  ___________________________________________________________________
 KZ0945  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0945  DYNAMIC HT  -         315.351 (meters)    1034.61  (feet)  COMP
 KZ0945  MODELED GRAV-     980,084.2   (mgal)                       NAVD 88
 KZ0945
 KZ0945  VERT ORDER  -  SECOND    CLASS 0
 KZ0945
 KZ0945.The horizontal coordinates were scaled from a topographic map and have
 KZ0945.an estimated accuracy of +/- 6 seconds.
 KZ0945
 KZ0945.The orthometric height was determined by differential leveling
 KZ0945.and adjusted by the National Geodetic Survey in June 1991..
 KZ0945
 KZ0945.The geoid height was determined by GEOID03.
 KZ0945
 KZ0945.The dynamic height is computed by dividing the NAVD 88
 KZ0945.geopotential number by the normal gravity value computed on the
 KZ0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0945.degrees latitude (g = 980.6199 gals.).
 KZ0945
 KZ0945.The modeled gravity was interpolated from observed gravity values.
 KZ0945
 KZ0945;                    North         East    Units  Estimated Accuracy
 KZ0945;SPC OH N     -    72,580.      570,840.      MT  (+/- 180 meters Scaled)
 KZ0945
 KZ0945                          SUPERSEDED SURVEY CONTROL
 KZ0945
 KZ0945  NGVD 29 (??/??/92)  315.669  (m)         1035.66   (f) ADJ UNCH    2 0
 KZ0945
 KZ0945.Superseded values are not recommended for survey control.
 KZ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0945.See file dsdata.txt to determine how the superseded data were derived.
 KZ0945
 KZ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE434648(NAD 83)
 KZ0945_MARKER: DB = BENCH MARK DISK
 KZ0945_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ0945_SP_SET: 19.7 FEET
 KZ0945_STAMPING: C 275 1959
 KZ0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0945
 KZ0945  HISTORY     - Date     Condition        Report By
 KZ0945  HISTORY     - 1959     MONUMENTED       CGS
 KZ0945
 KZ0945                          STATION DESCRIPTION
 KZ0945
 KZ0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0945'2.8 MI S FROM FARGO.
 KZ0945'ABOUT 2.85 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE
 KZ0945'INTERSECTION OF ROAD 15 AT FARGO, AT THE INTERSECTION OF STATE
 KZ0945'HIGHWAY 521, 33 1/2 FEET EAST OF THE CENTER LINE OF HIGHWAY 61,
 KZ0945'112 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 521, 33 1/2 FEET
 KZ0945'NORTH OF THE EAST END OF A 36-INCH PIPE CULVERT WITH A CONCRETE
 KZ0945'HEAD WALL, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE, 1 1/2 FEET
 KZ0945'NORTH OF A STEEL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 KZ0945'LEVEL OF HIGHWAY 61, AND IS A DISK ON COPPER-COATED STEEL ROD
 KZ0945'PROJECTING 1 INCH AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS
 KZ0945'2 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 19.7
 KZ0945'FEET.  NOTE-- ALSO ABOUT 0.7 MILE WEST ALONG STATE HIUGHWAY 521
 KZ0945'FROM THE INTERSECTION OF STATE HIGHWAY 656 AT OLIVE GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1751 ***********************************************************************
 KY1751  DESIGNATION -  C 276
 KY1751  PID         -  KY1751
 KY1751  STATE/COUNTY-  OH/HOLMES
 KY1751  USGS QUAD   -  BERLIN (1994)
 KY1751
 KY1751                         *CURRENT SURVEY CONTROL
 KY1751  ___________________________________________________________________
 KY1751* NAD 83(1986)-  40 33 09.     (N)    081 51 00.     (W)     SCALED    
 KY1751* NAVD 88     -       366.434  (meters)    1202.21   (feet)  ADJUSTED  
 KY1751  ___________________________________________________________________
 KY1751  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1751  DYNAMIC HT  -         366.259 (meters)    1201.63  (feet)  COMP
 KY1751  MODELED GRAV-     980,137.3   (mgal)                       NAVD 88
 KY1751
 KY1751  VERT ORDER  -  SECOND    CLASS 0
 KY1751
 KY1751.The horizontal coordinates were scaled from a topographic map and have
 KY1751.an estimated accuracy of +/- 6 seconds.
 KY1751
 KY1751.The orthometric height was determined by differential leveling
 KY1751.and adjusted by the National Geodetic Survey in June 1991..
 KY1751
 KY1751.The geoid height was determined by GEOID03.
 KY1751
 KY1751.The dynamic height is computed by dividing the NAVD 88
 KY1751.geopotential number by the normal gravity value computed on the
 KY1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1751.degrees latitude (g = 980.6199 gals.).
 KY1751
 KY1751.The modeled gravity was interpolated from observed gravity values.
 KY1751
 KY1751;                    North         East    Units  Estimated Accuracy
 KY1751;SPC OH N     -    98,570.      655,050.      MT  (+/- 180 meters Scaled)
 KY1751
 KY1751                          SUPERSEDED SURVEY CONTROL
 KY1751
 KY1751  NGVD 29 (??/??/92)  366.645  (m)         1202.90   (f) ADJ UNCH    2 0
 KY1751
 KY1751.Superseded values are not recommended for survey control.
 KY1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1751.See file dsdata.txt to determine how the superseded data were derived.
 KY1751
 KY1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME280894(NAD 83)
 KY1751_MARKER: DB = BENCH MARK DISK
 KY1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1751_STAMPING: C 276 1959
 KY1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1751+STABILITY: SURFACE MOTION
 KY1751
 KY1751  HISTORY     - Date     Condition        Report By
 KY1751  HISTORY     - 1959     MONUMENTED       CGS
 KY1751
 KY1751                          STATION DESCRIPTION
 KY1751
 KY1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1751'2.8 MI W FROM BERLIN.
 KY1751'ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE BAPTIST
 KY1751'CHURCH AT BERLIN, ABOUT 3.45 MILES EAST ALONG U.S. HIGHWAY 62
 KY1751'FROM THE COURTHOUSE AT MILLERSBURG, AT THE INTERSECTION OF
 KY1751'TWP ROAD 204, 155 FEET SOUTH OF THE CENTER OF THE INTERSECTION,
 KY1751'19 1/2 FEET WEST OF THE CENTER LINE OF ROAD 204, 2 1/2 FEET
 KY1751'NORTHWEST OF THE FIRST TELEPHONE POLE WEST OF THE ROAD, 3
 KY1751'FEET SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET EAST OF THE NORTH-SOUTH
 KY1751'FENCE LINE, 2 FEET NORTH OF A STEEL WITNESS POST, ABOUT 3 FEET
 KY1751'ABOVE THE LEVEL OF THE HIGHWAY, ABOUT LEVEL WITH THE ROAD,
 KY1751'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2000 ***********************************************************************
 KY2000  DESIGNATION -  C 277
 KY2000  PID         -  KY2000
 KY2000  STATE/COUNTY-  OH/HOLMES
 KY2000  USGS QUAD   -  SUGARCREEK (1994)
 KY2000
 KY2000                         *CURRENT SURVEY CONTROL
 KY2000  ___________________________________________________________________
 KY2000* NAD 83(1986)-  40 37 01.     (N)    081 42 40.     (W)     SCALED    
 KY2000* NAVD 88     -       390.704  (meters)    1281.83   (feet)  ADJUSTED  
 KY2000  ___________________________________________________________________
 KY2000  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KY2000  DYNAMIC HT  -         390.516 (meters)    1281.22  (feet)  COMP
 KY2000  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 KY2000
 KY2000  VERT ORDER  -  SECOND    CLASS 0
 KY2000
 KY2000.The horizontal coordinates were scaled from a topographic map and have
 KY2000.an estimated accuracy of +/- 6 seconds.
 KY2000
 KY2000.The orthometric height was determined by differential leveling
 KY2000.and adjusted by the National Geodetic Survey in June 1991..
 KY2000
 KY2000.The geoid height was determined by GEOID03.
 KY2000
 KY2000.The dynamic height is computed by dividing the NAVD 88
 KY2000.geopotential number by the normal gravity value computed on the
 KY2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2000.degrees latitude (g = 980.6199 gals.).
 KY2000
 KY2000.The modeled gravity was interpolated from observed gravity values.
 KY2000
 KY2000;                    North         East    Units  Estimated Accuracy
 KY2000;SPC OH N     -   105,830.      666,750.      MT  (+/- 180 meters Scaled)
 KY2000
 KY2000                          SUPERSEDED SURVEY CONTROL
 KY2000
 KY2000  NGVD 29 (??/??/92)  390.912  (m)         1282.52   (f) ADJ UNCH    2 0
 KY2000
 KY2000.Superseded values are not recommended for survey control.
 KY2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2000.See file dsdata.txt to determine how the superseded data were derived.
 KY2000
 KY2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME398964(NAD 83)
 KY2000_MARKER: DB = BENCH MARK DISK
 KY2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2000_STAMPING: C 277 1959
 KY2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2000+STABILITY: SURFACE MOTION
 KY2000
 KY2000  HISTORY     - Date     Condition        Report By
 KY2000  HISTORY     - 1959     MONUMENTED       CGS
 KY2000
 KY2000                          STATION DESCRIPTION
 KY2000
 KY2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY2000'0.8 MI W FROM WINESBURG.
 KY2000'ABOUT 0.75 MILE WEST ALONG COUNTY ROAD 160 FROM THE SCHOOL AT
 KY2000'WINESBURG, 0.2 MILE EAST OF THE JUNCTION OF COUNTY ROAD 180, ON
 KY2000'THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST-NORTHEAST, AT
 KY2000'THE JUNCTION OF A PRIVATE DRIVE SOUTH, 33 FEET SOUTH OF THE
 KY2000'CENTER LINE OF COUNTY ROAD, 13 FEET EAST OF THE CENTER LINE OF
 KY2000'THE DRIVE, 37 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 2
 KY2000'FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 KY2000'AND SET IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1955 ***********************************************************************
 KY1955  DESIGNATION -  C 278
 KY1955  PID         -  KY1955
 KY1955  STATE/COUNTY-  OH/WAYNE
 KY1955  USGS QUAD   -  WILMOT (1994)
 KY1955
 KY1955                         *CURRENT SURVEY CONTROL
 KY1955  ___________________________________________________________________
 KY1955* NAD 83(1986)-  40 41 29.     (N)    081 41 38.     (W)     SCALED    
 KY1955* NAVD 88     -       373.072  (meters)    1223.99   (feet)  ADJUSTED  
 KY1955  ___________________________________________________________________
 KY1955  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KY1955  DYNAMIC HT  -         372.897 (meters)    1223.41  (feet)  COMP
 KY1955  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 KY1955
 KY1955  VERT ORDER  -  SECOND    CLASS 0
 KY1955
 KY1955.The horizontal coordinates were scaled from a topographic map and have
 KY1955.an estimated accuracy of +/- 6 seconds.
 KY1955
 KY1955.The orthometric height was determined by differential leveling
 KY1955.and adjusted by the National Geodetic Survey in June 1991..
 KY1955
 KY1955.The geoid height was determined by GEOID03.
 KY1955
 KY1955.The dynamic height is computed by dividing the NAVD 88
 KY1955.geopotential number by the normal gravity value computed on the
 KY1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1955.degrees latitude (g = 980.6199 gals.).
 KY1955
 KY1955.The modeled gravity was interpolated from observed gravity values.
 KY1955
 KY1955;                    North         East    Units  Estimated Accuracy
 KY1955;SPC OH N     -   114,110.      668,130.      MT  (+/- 180 meters Scaled)
 KY1955
 KY1955                          SUPERSEDED SURVEY CONTROL
 KY1955
 KY1955  NGVD 29 (??/??/92)  373.285  (m)         1224.69   (f) ADJ UNCH    2 0
 KY1955
 KY1955.Superseded values are not recommended for survey control.
 KY1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1955.See file dsdata.txt to determine how the superseded data were derived.
 KY1955
 KY1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF413047(NAD 83)
 KY1955_MARKER: DB = BENCH MARK DISK
 KY1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1955_STAMPING: C 278 1959
 KY1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1955+STABILITY: SURFACE MOTION
 KY1955
 KY1955  HISTORY     - Date     Condition        Report By
 KY1955  HISTORY     - 1959     MONUMENTED       CGS
 KY1955  HISTORY     - 19991030 GOOD             USPSQD
 KY1955
 KY1955                          STATION DESCRIPTION
 KY1955
 KY1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1955'0.4 MI SE FROM MOUNT EATON.
 KY1955'ABOUT 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE POST
 KY1955'OFFICE AT MOUNT EATON, 0.35 MILE SOUTHEAST OF JUNCTION OF STATE
 KY1955'HIGHWAY 241, AT THE JUNCTION OF THE SOUTHEAST DRIVE TO HAAGERS
 KY1955'BREEZWAY CAFE WHICH IS LOCATED SOUTHWEST OF HIGHWAY, NEAR THE
 KY1955'SOUTH CORNER OF A LARGE APPLE ORCHARD, 65 1/2 FEET NORTHEAST OF
 KY1955'CENTER LINE OF HIGHWAY, 3 1/2 FEET NORTHWEST OF A TELEPHONE
 KY1955'POLE, 31 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A
 KY1955'FENCE LINE, 2 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT
 KY1955'4 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KY1955'POST PROJECTING 5 INCHES.
 KY1955
 KY1955                          STATION RECOVERY (1999)
 KY1955
 KY1955'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY1955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1977 ***********************************************************************
 KY1977  DESIGNATION -  C 279
 KY1977  PID         -  KY1977
 KY1977  STATE/COUNTY-  OH/WAYNE
 KY1977  USGS QUAD   -  DALTON (1994)
 KY1977
 KY1977                         *CURRENT SURVEY CONTROL
 KY1977  ___________________________________________________________________
 KY1977* NAD 83(1986)-  40 45 36.     (N)    081 41 28.     (W)     SCALED    
 KY1977* NAVD 88     -       305.077  (meters)    1000.91   (feet)  ADJUSTED  
 KY1977  ___________________________________________________________________
 KY1977  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KY1977  DYNAMIC HT  -         304.937 (meters)    1000.45  (feet)  COMP
 KY1977  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 KY1977
 KY1977  VERT ORDER  -  SECOND    CLASS 0
 KY1977
 KY1977.The horizontal coordinates were scaled from a topographic map and have
 KY1977.an estimated accuracy of +/- 6 seconds.
 KY1977
 KY1977.The orthometric height was determined by differential leveling
 KY1977.and adjusted by the National Geodetic Survey in June 1991..
 KY1977
 KY1977.The geoid height was determined by GEOID03.
 KY1977
 KY1977.The dynamic height is computed by dividing the NAVD 88
 KY1977.geopotential number by the normal gravity value computed on the
 KY1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1977.degrees latitude (g = 980.6199 gals.).
 KY1977
 KY1977.The modeled gravity was interpolated from observed gravity values.
 KY1977
 KY1977;                    North         East    Units  Estimated Accuracy
 KY1977;SPC OH N     -   121,730.      668,300.      MT  (+/- 180 meters Scaled)
 KY1977
 KY1977                          SUPERSEDED SURVEY CONTROL
 KY1977
 KY1977  NGVD 29 (??/??/92)  305.294  (m)         1001.62   (f) ADJ UNCH    2 0
 KY1977
 KY1977.Superseded values are not recommended for survey control.
 KY1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1977.See file dsdata.txt to determine how the superseded data were derived.
 KY1977
 KY1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF416123(NAD 83)
 KY1977_MARKER: DB = BENCH MARK DISK
 KY1977_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1977_SP_SET: ABUTMENT
 KY1977_STAMPING: C 279 1959
 KY1977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1977
 KY1977  HISTORY     - Date     Condition        Report By
 KY1977  HISTORY     - 1959     MONUMENTED       CGS
 KY1977  HISTORY     - 1971     GOOD             OHDT
 KY1977  HISTORY     - 1987     GOOD             OHDT
 KY1977
 KY1977                          STATION DESCRIPTION
 KY1977
 KY1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1977'2.4 MI S FROM DALTON.
 KY1977'ABOUT 2.45 MILES SOUTH ALONG STATE HIGHWAY 548 FROM THE
 KY1977'INTERSECTION OF U.S. HIGHWAY 30 AT DALTON, AT THE CROSSING OF THE
 KY1977'NEW YORK, CHICAGO AND ST. LOUIS RAILROAD (FORMERLY WHEELING
 KY1977'AND LAKE ERIE RR), IN THE TOP OF THE NORTH END OF THE EAST
 KY1977'ABUTMENT OF RR BRIDGE NO. 129-13 OVER SUGAR CREEK, 60 FEET WEST
 KY1977'OF CENTER LINE OF CROSSING, 4 1/2 FEET NORTH OF NORTH RAIL AND
 KY1977'ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
 KY1977
 KY1977                          STATION RECOVERY (1971)
 KY1977
 KY1977'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1977'RECOVERED IN GOOD CONDITION.
 KY1977
 KY1977                          STATION RECOVERY (1987)
 KY1977
 KY1977'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0079 ***********************************************************************
 KZ0079  DESIGNATION -  C 28
 KZ0079  PID         -  KZ0079
 KZ0079  STATE/COUNTY-  OH/RICHLAND
 KZ0079  USGS QUAD   -  BUTLER (1961)
 KZ0079
 KZ0079                         *CURRENT SURVEY CONTROL
 KZ0079  ___________________________________________________________________
 KZ0079* NAD 83(1986)-  40 35 26.     (N)    082 25 30.     (W)     SCALED    
 KZ0079* NAVD 88     -       327.003  (meters)    1072.84   (feet)  ADJUSTED  
 KZ0079  ___________________________________________________________________
 KZ0079  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KZ0079  DYNAMIC HT  -         326.840 (meters)    1072.31  (feet)  COMP
 KZ0079  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 KZ0079
 KZ0079  VERT ORDER  -  SECOND    CLASS 0
 KZ0079
 KZ0079.The horizontal coordinates were scaled from a topographic map and have
 KZ0079.an estimated accuracy of +/- 6 seconds.
 KZ0079
 KZ0079.The orthometric height was determined by differential leveling
 KZ0079.and adjusted by the National Geodetic Survey in June 1991..
 KZ0079
 KZ0079.The geoid height was determined by GEOID03.
 KZ0079
 KZ0079.The dynamic height is computed by dividing the NAVD 88
 KZ0079.geopotential number by the normal gravity value computed on the
 KZ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0079.degrees latitude (g = 980.6199 gals.).
 KZ0079
 KZ0079.The modeled gravity was interpolated from observed gravity values.
 KZ0079
 KZ0079;                    North         East    Units  Estimated Accuracy
 KZ0079;SPC OH N     -   102,600.      606,350.      MT  (+/- 180 meters Scaled)
 KZ0079
 KZ0079                          SUPERSEDED SURVEY CONTROL
 KZ0079
 KZ0079  NGVD 29 (??/??/92)  327.178  (m)         1073.42   (f) ADJ UNCH    2 0
 KZ0079
 KZ0079.Superseded values are not recommended for survey control.
 KZ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0079.See file dsdata.txt to determine how the superseded data were derived.
 KZ0079
 KZ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE794942(NAD 83)
 KZ0079_MARKER: DB = BENCH MARK DISK
 KZ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0079_STAMPING: C 28 1934
 KZ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0079+STABILITY: SURFACE MOTION
 KZ0079
 KZ0079  HISTORY     - Date     Condition        Report By
 KZ0079  HISTORY     - 1934     MONUMENTED       CGS
 KZ0079  HISTORY     - 1959     GOOD             NGS
 KZ0079  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KZ0079
 KZ0079                          STATION DESCRIPTION
 KZ0079
 KZ0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0079'AT BUTLER.
 KZ0079'AT BUTLER, ALONG THE BALTIMORE AND OHIO RAILROAD, 94 FEET NORTH
 KZ0079'OF THE NORTHEAST CORNER OF THE STATION, 17 FEET WEST OF WEST
 KZ0079'RAIL OF MAIN TRACK, 51.8 FEET NORTH OF A IRON LAMPPOST
 KZ0079'SUPPORTING BUTLER SIGN, 44 1/2 FEET EAST-NORTHEAST OF THE
 KZ0079'NORTHEAST CORNER OF CONCRETE PORCH REMAINS OF FORMER ZARTHAN
 KZ0079'HOTEL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, SET IN
 KZ0079'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0079
 KZ0079                          STATION RECOVERY (1987)
 KZ0079
 KZ0079'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1853 ***********************************************************************
 KY1853  DESIGNATION -  C 280
 KY1853  PID         -  KY1853
 KY1853  STATE/COUNTY-  OH/WAYNE
 KY1853  USGS QUAD   -  FREDERICKSBURG (1994)
 KY1853
 KY1853                         *CURRENT SURVEY CONTROL
 KY1853  ___________________________________________________________________
 KY1853* NAD 83(1986)-  40 44 34.     (N)    081 48 51.     (W)     SCALED    
 KY1853* NAVD 88     -       334.348  (meters)    1096.94   (feet)  ADJUSTED  
 KY1853  ___________________________________________________________________
 KY1853  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KY1853  DYNAMIC HT  -         334.194 (meters)    1096.43  (feet)  COMP
 KY1853  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 KY1853
 KY1853  VERT ORDER  -  SECOND    CLASS 0
 KY1853
 KY1853.The horizontal coordinates were scaled from a topographic map and have
 KY1853.an estimated accuracy of +/- 6 seconds.
 KY1853
 KY1853.The orthometric height was determined by differential leveling
 KY1853.and adjusted by the National Geodetic Survey in June 1991..
 KY1853
 KY1853.The geoid height was determined by GEOID03.
 KY1853
 KY1853.The dynamic height is computed by dividing the NAVD 88
 KY1853.geopotential number by the normal gravity value computed on the
 KY1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1853.degrees latitude (g = 980.6199 gals.).
 KY1853
 KY1853.The modeled gravity was interpolated from observed gravity values.
 KY1853
 KY1853;                    North         East    Units  Estimated Accuracy
 KY1853;SPC OH N     -   119,730.      657,920.      MT  (+/- 180 meters Scaled)
 KY1853
 KY1853                          SUPERSEDED SURVEY CONTROL
 KY1853
 KY1853  NGVD 29 (??/??/92)  334.563  (m)         1097.65   (f) ADJ UNCH    2 0
 KY1853
 KY1853.Superseded values are not recommended for survey control.
 KY1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1853.See file dsdata.txt to determine how the superseded data were derived.
 KY1853
 KY1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF312105(NAD 83)
 KY1853_MARKER: DB = BENCH MARK DISK
 KY1853_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY1853_SP_SET: 22.5 FEET
 KY1853_STAMPING: C 280 1959
 KY1853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1853
 KY1853  HISTORY     - Date     Condition        Report By
 KY1853  HISTORY     - 1959     MONUMENTED       CGS
 KY1853
 KY1853                          STATION DESCRIPTION
 KY1853
 KY1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1853'6.2 MI NE FROM FREDERICKSBURG.
 KY1853'ABOUT 6.15 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE NORTH
 KY1853'JUNCTION OF COUNTY ROAD 10 AT FREDERICKSBURG, ABOUT 5.25 MILES
 KY1853'SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE EAST JUNCTION OF
 KY1853'U.S. HIGHWAY 30 AT RICELAND, 0.4 MILE NORTHEAST OF THE
 KY1853'INTERSECTION OF U.S. HIGHWAY 250, 0.15 MILE NORTHEAST OF THE
 KY1853'INTERSECTION OF COUNTY ROAD 79, AT THE JUNCTION OF TWP ROAD 162
 KY1853'N, 52 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 34 FEET WEST
 KY1853'OF THE CENTER LINE OF ROAD 162, 6 1/2 FEET SOUTH OF A POWER
 KY1853'LINE POLE (JUNCTION POLE), 5 1/2 FEET SOUTHWEST OF THE BASE OF A
 KY1853'BRACE WIRE TO POLE, 1 FOOT SOUTHEAST OF THE SOUTHWEST-NORTHEAST
 KY1853'FENCE LINE, 2 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT
 KY1853'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK ON
 KY1853'COPPER-COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A
 KY1853'6-INCH TILE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVE TO
 KY1853'REFUSAL AT A DEPTH OF 22.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1847 ***********************************************************************
 KY1847  DESIGNATION -  C 281
 KY1847  PID         -  KY1847
 KY1847  STATE/COUNTY-  OH/WAYNE
 KY1847  USGS QUAD   -  ORRVILLE (1994)
 KY1847
 KY1847                         *CURRENT SURVEY CONTROL
 KY1847  ___________________________________________________________________
 KY1847* NAD 83(1986)-  40 48 43.     (N)    081 45 56.     (W)     SCALED    
 KY1847* NAVD 88     -       310.250  (meters)    1017.88   (feet)  ADJUSTED  
 KY1847  ___________________________________________________________________
 KY1847  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KY1847  DYNAMIC HT  -         310.110 (meters)    1017.42  (feet)  COMP
 KY1847  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 KY1847
 KY1847  VERT ORDER  -  SECOND    CLASS 0
 KY1847
 KY1847.The horizontal coordinates were scaled from a topographic map and have
 KY1847.an estimated accuracy of +/- 6 seconds.
 KY1847
 KY1847.The orthometric height was determined by differential leveling
 KY1847.and adjusted by the National Geodetic Survey in June 1991..
 KY1847
 KY1847.The geoid height was determined by GEOID03.
 KY1847
 KY1847.The dynamic height is computed by dividing the NAVD 88
 KY1847.geopotential number by the normal gravity value computed on the
 KY1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1847.degrees latitude (g = 980.6199 gals.).
 KY1847
 KY1847.The modeled gravity was interpolated from observed gravity values.
 KY1847
 KY1847;                    North         East    Units  Estimated Accuracy
 KY1847;SPC OH N     -   127,440.      661,960.      MT  (+/- 180 meters Scaled)
 KY1847
 KY1847                          SUPERSEDED SURVEY CONTROL
 KY1847
 KY1847  NGVD 29 (??/??/92)  310.472  (m)         1018.61   (f) ADJ UNCH    2 0
 KY1847
 KY1847.Superseded values are not recommended for survey control.
 KY1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1847.See file dsdata.txt to determine how the superseded data were derived.
 KY1847
 KY1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF354181(NAD 83)
 KY1847_MARKER: DB = BENCH MARK DISK
 KY1847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1847_SP_SET: ABUTMENT
 KY1847_STAMPING: C 281 1959
 KY1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1847
 KY1847  HISTORY     - Date     Condition        Report By
 KY1847  HISTORY     - 1959     MONUMENTED       CGS
 KY1847  HISTORY     - 19870331 GOOD             OHDT
 KY1847
 KY1847                          STATION DESCRIPTION
 KY1847
 KY1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1847'1 MI N FROM RICELAND.
 KY1847'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE EAST
 KY1847'JUNCTION OF U.S. HIGHWAY 30 AT RICELAND, ABOUT 2.0 MILES SOUTH
 KY1847'ALONG THE HIGHWAY FROM THE CROSSING OF THE PENNSYLVANIA RAILROAD
 KY1847'AT ORRVILLE, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KY1847'IN TOP OF THE WEST END OF THE SOUTH ABUTMENT TO A 150-FOOT
 KY1847'BRIDGE OVER SUGAR CREEK, 2 FEET EAST OF THE WEST END OF THE
 KY1847'ABUTMENT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KY1847
 KY1847                          STATION RECOVERY (1987)
 KY1847
 KY1847'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0887 ***********************************************************************
 KZ0887  DESIGNATION -  C 282
 KZ0887  PID         -  KZ0887
 KZ0887  STATE/COUNTY-  OH/MORROW
 KZ0887  USGS QUAD   -  MARENGO (1961)
 KZ0887
 KZ0887                         *CURRENT SURVEY CONTROL
 KZ0887  ___________________________________________________________________
 KZ0887* NAD 83(1986)-  40 27 43.     (N)    082 48 14.     (W)     SCALED    
 KZ0887* NAVD 88     -       350.909  (meters)    1151.27   (feet)  ADJUSTED  
 KZ0887  ___________________________________________________________________
 KZ0887  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KZ0887  DYNAMIC HT  -         350.727 (meters)    1150.68  (feet)  COMP
 KZ0887  MODELED GRAV-     980,096.1   (mgal)                       NAVD 88
 KZ0887
 KZ0887  VERT ORDER  -  SECOND    CLASS 0
 KZ0887
 KZ0887.The horizontal coordinates were scaled from a topographic map and have
 KZ0887.an estimated accuracy of +/- 6 seconds.
 KZ0887
 KZ0887.The orthometric height was determined by differential leveling
 KZ0887.and adjusted by the National Geodetic Survey in June 1991..
 KZ0887
 KZ0887.The geoid height was determined by GEOID03.
 KZ0887
 KZ0887.The dynamic height is computed by dividing the NAVD 88
 KZ0887.geopotential number by the normal gravity value computed on the
 KZ0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0887.degrees latitude (g = 980.6199 gals.).
 KZ0887
 KZ0887.The modeled gravity was interpolated from observed gravity values.
 KZ0887
 KZ0887;                    North         East    Units  Estimated Accuracy
 KZ0887;SPC OH N     -    88,360.      574,230.      MT  (+/- 180 meters Scaled)
 KZ0887
 KZ0887                          SUPERSEDED SURVEY CONTROL
 KZ0887
 KZ0887  NGVD 29 (??/??/92)  351.063  (m)         1151.78   (f) ADJ UNCH    2 0
 KZ0887
 KZ0887.Superseded values are not recommended for survey control.
 KZ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0887.See file dsdata.txt to determine how the superseded data were derived.
 KZ0887
 KZ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE470805(NAD 83)
 KZ0887_MARKER: DB = BENCH MARK DISK
 KZ0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0887_STAMPING: C 282 1959
 KZ0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0887+STABILITY: SURFACE MOTION
 KZ0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0887+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 KZ0887
 KZ0887  HISTORY     - Date     Condition        Report By
 KZ0887  HISTORY     - 1959     MONUMENTED       CGS
 KZ0887  HISTORY     - 20030728 GOOD             USPSQD
 KZ0887
 KZ0887                          STATION DESCRIPTION
 KZ0887
 KZ0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0887'1.2 MI E FROM FULTON.
 KZ0887'ABOUT 1.2 MILES EAST ALONG ROAD 25 FROM THE CROSSING OF THE NEW
 KZ0887'YORK CENTRAL RAILROAD AT FULTON, 0.95 MILE EAST OF THE INTERSECTION
 KZ0887'OF STATE HIGHWAY 61, 0.2 MILE EAST OF THE INTERSECTION OF ROAD 26,
 KZ0887'103 YARDS WEST OF THE WEST END OF A BRIDGE OVER BID WALNUT CREEK,
 KZ0887'26 FEET SOUTH OF THE CENTER LINE OF ROAD, 5 FEET EAST OF THE 3RD.
 KZ0887'TELEPHONE POLE WEST OF THE BRIGE, ABOUT LEVEL WITH THE ROAD, AND
 KZ0887'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KZ0887
 KZ0887                          STATION RECOVERY (2003)
 KZ0887
 KZ0887'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1316 ***********************************************************************
 KZ1316  DESIGNATION -  C 283 RESET
 KZ1316  PID         -  KZ1316
 KZ1316  STATE/COUNTY-  OH/MORROW
 KZ1316  USGS QUAD   -  SHAUCK (1961)
 KZ1316
 KZ1316                         *CURRENT SURVEY CONTROL
 KZ1316  ___________________________________________________________________
 KZ1316* NAD 83(1986)-  40 33 03.     (N)    082 39 43.     (W)     SCALED    
 KZ1316* NAVD 88     -       371.10   (+/-2cm)    1217.5    (feet)  VERTCON   
 KZ1316  ___________________________________________________________________
 KZ1316  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KZ1316
 KZ1316  VERT ORDER  -  THIRD (See Below)
 KZ1316
 KZ1316.The horizontal coordinates were scaled from a topographic map and have
 KZ1316.an estimated accuracy of +/- 6 seconds.
 KZ1316
 KZ1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1316.The vertical order pertains to the NGVD 29 superseded value.
 KZ1316
 KZ1316.The geoid height was determined by GEOID03.
 KZ1316
 KZ1316;                    North         East    Units  Estimated Accuracy
 KZ1316;SPC OH N     -    98,200.      586,280.      MT  (+/- 180 meters Scaled)
 KZ1316
 KZ1316                          SUPERSEDED SURVEY CONTROL
 KZ1316
 KZ1316  NGVD 29 (??/??/??)  371.26   (m)         1218.0    (f) RESET       3  
 KZ1316
 KZ1316.Superseded values are not recommended for survey control.
 KZ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1316.See file dsdata.txt to determine how the superseded data were derived.
 KZ1316
 KZ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE592902(NAD 83)
 KZ1316_MARKER: DB = BENCH MARK DISK
 KZ1316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1316_SP_SET: ABUTMENT
 KZ1316_STAMPING: C 283 RESET 1960
 KZ1316_MARK LOGO: CGS   
 KZ1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1316
 KZ1316  HISTORY     - Date     Condition        Report By
 KZ1316  HISTORY     - 1960     MONUMENTED       CGS
 KZ1316  HISTORY     - 1961     GOOD             CGS
 KZ1316  HISTORY     - 20040602 MARK NOT FOUND   OHDT
 KZ1316
 KZ1316                          STATION DESCRIPTION
 KZ1316
 KZ1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KZ1316'2.1 MI NW FROM WATERFORD.
 KZ1316'ABOUT 2.1 MILES NORTHWEST ALONG KNOX COUNTY ROAD 6 AND MORROW
 KZ1316'COUNTY ROAD 22 FROM THE METHODIST CHURCH AT WATERFORD, 36 YARDS
 KZ1316'NORTH OF THE INTERSECTION OF STATE HIGHWAY 314, 21 FEET
 KZ1316'WEST OF THE CENTERLINE OF HIGHWAY 314, AND SET IN THE TOP AND
 KZ1316'WEST END OF SOUTH CONCRETE ABUTMENT OF HIGHWAY 314 CONCRETE
 KZ1316'BRIDGE OVER NORTH BRANCH KOKOSING RIVER.
 KZ1316
 KZ1316                          STATION RECOVERY (2004)
 KZ1316
 KZ1316'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004
 KZ1316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0953 ***********************************************************************
 KZ0953  DESIGNATION -  C 284
 KZ0953  PID         -  KZ0953
 KZ0953  STATE/COUNTY-  OH/MORROW
 KZ0953  USGS QUAD   -  MARENGO (1961)
 KZ0953
 KZ0953                         *CURRENT SURVEY CONTROL
 KZ0953  ___________________________________________________________________
 KZ0953* NAD 83(1986)-  40 25 45.     (N)    082 49 29.     (W)     SCALED    
 KZ0953* NAVD 88     -       338.944  (meters)    1112.02   (feet)  ADJUSTED  
 KZ0953  ___________________________________________________________________
 KZ0953  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ0953  DYNAMIC HT  -         338.767 (meters)    1111.44  (feet)  COMP
 KZ0953  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 KZ0953
 KZ0953  VERT ORDER  -  SECOND    CLASS 0
 KZ0953
 KZ0953.The horizontal coordinates were scaled from a topographic map and have
 KZ0953.an estimated accuracy of +/- 6 seconds.
 KZ0953
 KZ0953.The orthometric height was determined by differential leveling
 KZ0953.and adjusted by the National Geodetic Survey in June 1991..
 KZ0953
 KZ0953.The geoid height was determined by GEOID03.
 KZ0953
 KZ0953.The dynamic height is computed by dividing the NAVD 88
 KZ0953.geopotential number by the normal gravity value computed on the
 KZ0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0953.degrees latitude (g = 980.6199 gals.).
 KZ0953
 KZ0953.The modeled gravity was interpolated from observed gravity values.
 KZ0953
 KZ0953;                    North         East    Units  Estimated Accuracy
 KZ0953;SPC OH N     -    84,730.      572,450.      MT  (+/- 180 meters Scaled)
 KZ0953
 KZ0953                          SUPERSEDED SURVEY CONTROL
 KZ0953
 KZ0953  NGVD 29 (??/??/92)  339.096  (m)         1112.52   (f) ADJ UNCH    2 0
 KZ0953
 KZ0953.Superseded values are not recommended for survey control.
 KZ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0953.See file dsdata.txt to determine how the superseded data were derived.
 KZ0953
 KZ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE452769(NAD 83)
 KZ0953_MARKER: DB = BENCH MARK DISK
 KZ0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0953_STAMPING: C 284 1959
 KZ0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0953+STABILITY: SURFACE MOTION
 KZ0953
 KZ0953  HISTORY     - Date     Condition        Report By
 KZ0953  HISTORY     - 1959     MONUMENTED       CGS
 KZ0953  HISTORY     - 20030728 MARK NOT FOUND   USPSQD
 KZ0953
 KZ0953                          STATION DESCRIPTION
 KZ0953
 KZ0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0953'2.4 MI S FROM FULTON.
 KZ0953'ABOUT 2.4 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE INTERSECTION
 KZ0953'OF ROAD 25 AT FULTON, 0.25 MILE SOUTH OF THE INTERSECTION OF
 KZ0953'ROAD 161, 0.25 MILE NORTH OF THE DRIVE LEADING WEST TO A CEMETERY
 KZ0953'AND THE JUNCTION OF ROAD 192 LEADING EAST, 0.45 MILE NORTH OF
 KZ0953'THE JUNCTION OF ROAD 219 LEADING WEST, 101 YARDS NORTH OF THE
 KZ0953'CENTER LINE OF A DRIVE LEADING EAST TO A FARMHOUSE, 29 FEET
 KZ0953'EAST OF THE CENTER LINE OF HIGHWAY, 40 FEET NORTH OF TELEPHONE
 KZ0953'POLE 5103, 2 FEET WEST OF THE WEST END OF A PROPERTY LINE FENCE
 KZ0953'LEADING EAST, 2 FEET NORTH OF A STEEL WITNESS POST, ABOUT
 KZ0953'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A
 KZ0953'CONCRETE POST PROJECTING 3 INCHES.
 KZ0953
 KZ0953                          STATION RECOVERY (2003)
 KZ0953
 KZ0953'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0917 ***********************************************************************
 KZ0917  DESIGNATION -  C 285
 KZ0917  PID         -  KZ0917
 KZ0917  STATE/COUNTY-  OH/KNOX
 KZ0917  USGS QUAD   -  CHESTERVILLE (1961)
 KZ0917
 KZ0917                         *CURRENT SURVEY CONTROL
 KZ0917  ___________________________________________________________________
 KZ0917* NAD 83(1986)-  40 25 51.     (N)    082 38 19.     (W)     SCALED    
 KZ0917* NAVD 88     -       359.551  (meters)    1179.63   (feet)  ADJUSTED  
 KZ0917  ___________________________________________________________________
 KZ0917  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KZ0917  DYNAMIC HT  -         359.361 (meters)    1179.00  (feet)  COMP
 KZ0917  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 KZ0917
 KZ0917  VERT ORDER  -  SECOND    CLASS 0
 KZ0917
 KZ0917.The horizontal coordinates were scaled from a topographic map and have
 KZ0917.an estimated accuracy of +/- 6 seconds.
 KZ0917
 KZ0917.The orthometric height was determined by differential leveling
 KZ0917.and adjusted by the National Geodetic Survey in June 1991..
 KZ0917
 KZ0917.The geoid height was determined by GEOID03.
 KZ0917
 KZ0917.The dynamic height is computed by dividing the NAVD 88
 KZ0917.geopotential number by the normal gravity value computed on the
 KZ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0917.degrees latitude (g = 980.6199 gals.).
 KZ0917
 KZ0917.The modeled gravity was interpolated from observed gravity values.
 KZ0917
 KZ0917;                    North         East    Units  Estimated Accuracy
 KZ0917;SPC OH N     -    84,870.      588,240.      MT  (+/- 180 meters Scaled)
 KZ0917
 KZ0917                          SUPERSEDED SURVEY CONTROL
 KZ0917
 KZ0917  NGVD 29 (??/??/92)  359.699  (m)         1180.11   (f) ADJ UNCH    2 0
 KZ0917
 KZ0917.Superseded values are not recommended for survey control.
 KZ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0917.See file dsdata.txt to determine how the superseded data were derived.
 KZ0917
 KZ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE610768(NAD 83)
 KZ0917_MARKER: DB = BENCH MARK DISK
 KZ0917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0917_SP_SET: CULVERT
 KZ0917_STAMPING: C 285 1959
 KZ0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0917
 KZ0917  HISTORY     - Date     Condition        Report By
 KZ0917  HISTORY     - 1959     MONUMENTED       CGS
 KZ0917  HISTORY     - 1967     GOOD             NGS
 KZ0917
 KZ0917                          STATION DESCRIPTION
 KZ0917
 KZ0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0917'6.6 MI SW FROM FREDERICKTOWN.
 KZ0917'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 13 (MAIN STREET
 KZ0917'FROM THE MUNICIPAL BUILDING AT FREDERICKTOWN, THENCE ABOUT
 KZ0917'6.45 MILES SOUTHWEST ALONG KNOX COUNTY ROAD 11, 175 YARDS
 KZ0917'NORTHEAST OF THE KNOX-MORROW COUNTY LINE, AT THE INTERSECTION
 KZ0917'OF KNOX COUNTY ROADS 13 LEADING SOUTHEAST AND MORROW COUNTY
 KZ0917'ROAD 183 LEADING NORTHWEST AND WEST, 17 FEET SOUTHEAST OF THE
 KZ0917'CENTER LINE OF ROAD 11, 22 FEET SOUTHWEST OF THE CENTER LINE OF
 KZ0917'ROAD 13, IN TOP OF THE SOUTHEAST END OF A RIGHT ANGLE SHAPED
 KZ0917'CONCRETE HEAD WALL FOR A 12-INCH PIPE CULVERT UNDER ROAD 11,
 KZ0917'AND ABOUT LEVEL WITH THE ROADS.  NOTE-- ALSO ABOUT 0.3 MILE
 KZ0917'NORTHEAST ALONG STATE HIGHWAY 656 FROM THE INTERSECTION OF
 KZ0917'STATE HIGHWAY 314 AT SPARTA, THENCE ABOUT 3.8 MILES NORTHEAST
 KZ0917'ALONG MORROW COUNTY ROAD 19, AND THENCE 0.1 MILE NORTHEAST
 KZ0917'ALONG KNOX COUNTY ROAD 11.
 KZ0917
 KZ0917                          STATION RECOVERY (1967)
 KZ0917
 KZ0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2410 ***********************************************************************
 KZ2410  DESIGNATION -  C 286 RESET
 KZ2410  PID         -  KZ2410
 KZ2410  STATE/COUNTY-  OH/KNOX
 KZ2410  USGS QUAD   -  BELLVILLE (1974)
 KZ2410
 KZ2410                         *CURRENT SURVEY CONTROL
 KZ2410  ___________________________________________________________________
 KZ2410* NAD 83(1986)-  40 32 32.     (N)    082 37 28.     (W)     SCALED    
 KZ2410* NAVD 88     -       363.29   (meters)    1191.9    (feet)  RESET     
 KZ2410  ___________________________________________________________________
 KZ2410  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KZ2410
 KZ2410  VERT ORDER  -  THIRD
 KZ2410
 KZ2410.The horizontal coordinates were scaled from a topographic map and have
 KZ2410.an estimated accuracy of +/- 6 seconds.
 KZ2410
 KZ2410.The orthometric height was computed from unverified reset data.
 KZ2410.No vertical observational check was made to the station.
 KZ2410
 KZ2410.The geoid height was determined by GEOID03.
 KZ2410
 KZ2410;                    North         East    Units  Estimated Accuracy
 KZ2410;SPC OH N     -    97,240.      589,460.      MT  (+/- 180 meters Scaled)
 KZ2410
 KZ2410                          SUPERSEDED SURVEY CONTROL
 KZ2410
 KZ2410  NGVD 29 (10/13/05)  363.45   (m)         1192.4    (f) RESET       3  
 KZ2410
 KZ2410.Superseded values are not recommended for survey control.
 KZ2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2410.See file dsdata.txt to determine how the superseded data were derived.
 KZ2410
 KZ2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE624892(NAD 83)
 KZ2410_MARKER: DV = VERTICAL CONTROL DISK
 KZ2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2410_SP_SET: CONCRETE POST
 KZ2410_STAMPING: C 286 RESET 1992
 KZ2410_MARK LOGO: NGS   
 KZ2410_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2410+STABILITY: SURFACE MOTION
 KZ2410
 KZ2410  HISTORY     - Date     Condition        Report By
 KZ2410  HISTORY     - 1992     MONUMENTED       OHDT
 KZ2410
 KZ2410                          STATION DESCRIPTION
 KZ2410
 KZ2410'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1992
 KZ2410'IN WATERFORD, 259 FEET (78.9 M) SOUTH OF CENTERLINE OF KNOX COUNTY
 KZ2410'ROAD 6, ALONG FENCE BETWEEN METHODIST CHURCH AND YODER FARM, 106 FEET
 KZ2410'(32.3 M) SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF CHURCH, 131 FEET
 KZ2410'(39.9 M) SOUTHEAST OF SOUTHWEST CORNER OF CHURCH, 212 FEET (64.6 M)
 KZ2410'SOUTHEAST OF POWER POLE 101-EF-44, 371 FEET (113.1 M) EAST OF ROAD,
 KZ2410'MARK IS LOCATED 1 FOOT (0.3 M) WEST OF A WITNESS POST AND IS CAPABLE
 KZ2410'OF BEING USED BY GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1765 ***********************************************************************
 KY1765  DESIGNATION -  C 287 RESET
 KY1765  PID         -  KY1765
 KY1765  STATE/COUNTY-  OH/HOLMES
 KY1765  USGS QUAD   -  SUGARCREEK (1994)
 KY1765
 KY1765                         *CURRENT SURVEY CONTROL
 KY1765  ___________________________________________________________________
 KY1765* NAD 83(1986)-  40 36 09.     (N)    081 44 29.     (W)     SCALED    
 KY1765* NAVD 88     -       395.29   (+/-2cm)    1296.9    (feet)  VERTCON   
 KY1765  ___________________________________________________________________
 KY1765  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KY1765
 KY1765  VERT ORDER  -  THIRD (See Below)
 KY1765
 KY1765.The horizontal coordinates were scaled from a topographic map and have
 KY1765.an estimated accuracy of +/- 6 seconds.
 KY1765
 KY1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY1765.The vertical order pertains to the NGVD 29 superseded value.
 KY1765
 KY1765.The geoid height was determined by GEOID03.
 KY1765
 KY1765;                    North         East    Units  Estimated Accuracy
 KY1765;SPC OH N     -   104,200.      664,210.      MT  (+/- 180 meters Scaled)
 KY1765
 KY1765                          SUPERSEDED SURVEY CONTROL
 KY1765
 KY1765  NGVD 29 (10/13/05)  395.50   (m)         1297.6    (f) RESET       3  
 KY1765
 KY1765.Superseded values are not recommended for survey control.
 KY1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1765.See file dsdata.txt to determine how the superseded data were derived.
 KY1765
 KY1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME372948(NAD 83)
 KY1765_MARKER: DD = SURVEY DISK
 KY1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1765_STAMPING: C 287 RESET 1964
 KY1765_MARK LOGO: CGS   
 KY1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1765+STABILITY: SURFACE MOTION
 KY1765
 KY1765  HISTORY     - Date     Condition        Report By
 KY1765  HISTORY     - 1964     MONUMENTED       CGS
 KY1765
 KY1765                          STATION DESCRIPTION
 KY1765
 KY1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KY1765'2.9 MI SW FROM WINESBURG.
 KY1765'ABOUT 4.1 MILES NELY ALONG NO. 62 U.S. HWY, FROM ITS JUNCTION WITH
 KY1765'NO. 39 OHIO HWY, ON PRESENT E EDGE OF THE TOWN OF BERLIN, ABOUT
 KY1765'2.9 MILES SW ALONG SAID NO. 62 HWY. FROM THE CENTER OF TOWN OF
 KY1765'WINESBURG, ABOUT 110 YARDS SW OF CREST OF RIDGE, AT SW CORNER
 KY1765'OF THE PROPERTY OF PLEASANT VIEW CONSERVATIVE MENNONITE CHURCH,
 KY1765'35 FEET NW OF CENTER LINE OF 20-FOOT ASPHALT HWY. PAVEMENT,
 KY1765'0.4 FOOT LOWER THAN SAME, ONE FOOT E OF PROPERTY LINE, 1.7 FEET
 KY1765'N OF STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0963 ***********************************************************************
 KY0963  DESIGNATION -  C 288
 KY0963  PID         -  KY0963
 KY0963  STATE/COUNTY-  OH/WAYNE
 KY0963  USGS QUAD   -  RITTMAN (1994)
 KY0963
 KY0963                         *CURRENT SURVEY CONTROL
 KY0963  ___________________________________________________________________
 KY0963* NAD 83(1986)-  40 54 07.     (N)    081 49 14.     (W)     SCALED    
 KY0963* NAVD 88     -       306.111  (meters)    1004.30   (feet)  ADJUSTED  
 KY0963  ___________________________________________________________________
 KY0963  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KY0963  DYNAMIC HT  -         305.975 (meters)    1003.85  (feet)  COMP
 KY0963  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 KY0963
 KY0963  VERT ORDER  -  SECOND    CLASS 0
 KY0963
 KY0963.The horizontal coordinates were scaled from a topographic map and have
 KY0963.an estimated accuracy of +/- 6 seconds.
 KY0963
 KY0963.The orthometric height was determined by differential leveling
 KY0963.and adjusted by the National Geodetic Survey in June 1991..
 KY0963
 KY0963.The geoid height was determined by GEOID03.
 KY0963
 KY0963.The dynamic height is computed by dividing the NAVD 88
 KY0963.geopotential number by the normal gravity value computed on the
 KY0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0963.degrees latitude (g = 980.6199 gals.).
 KY0963
 KY0963.The modeled gravity was interpolated from observed gravity values.
 KY0963
 KY0963;                    North         East    Units  Estimated Accuracy
 KY0963;SPC OH N     -   137,400.      657,250.      MT  (+/- 180 meters Scaled)
 KY0963
 KY0963                          SUPERSEDED SURVEY CONTROL
 KY0963
 KY0963  NGVD 29 (??/??/92)  306.339  (m)         1005.05   (f) ADJ UNCH    2 0
 KY0963
 KY0963.Superseded values are not recommended for survey control.
 KY0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0963.See file dsdata.txt to determine how the superseded data were derived.
 KY0963
 KY0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF308281(NAD 83)
 KY0963_MARKER: DB = BENCH MARK DISK
 KY0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0963_STAMPING: C 288 1959
 KY0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0963+STABILITY: SURFACE MOTION
 KY0963
 KY0963  HISTORY     - Date     Condition        Report By
 KY0963  HISTORY     - 1959     MONUMENTED       CGS
 KY0963  HISTORY     - 1987     GOOD             OHDT
 KY0963
 KY0963                          STATION DESCRIPTION
 KY0963
 KY0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY0963'4.6 MI W FROM MARSHALLVILLE.
 KY0963'ABOUT 4.6 MILES WEST ALONG COUNTY ROAD 27 FROM THE INTERSECTION
 KY0963'OF STATE HIGHWAY 548 AT MARSHALLVILLE, 120 YARDS EAST OF THE
 KY0963'EAST END OF A SMALL STEEL BRIDGE OVER LITTLE CHIPPEWA CREEK,
 KY0963'0.1 MILE EAST OF THE T JUNCTION OF ROAD 216 LEADING SOUTH,
 KY0963'23 FEET NORTH OF THE CENTER LINE OF ROAD 27, 2 1/2 FEET EAST
 KY0963'OF A PROPERTY LINE LEADING NORTH, 1 1/2 FEET NORTHEAST OF A
 KY0963'STEEL WITNESS POST, ABOUT 0.9 MILE WEST OF THE INTERSECTION
 KY0963'OF STATE HIGHWAY 5, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KY0963'3 INCHES.
 KY0963
 KY0963                          STATION RECOVERY (1987)
 KY0963
 KY0963'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1797 ***********************************************************************
 KY1797  DESIGNATION -  C 289
 KY1797  PID         -  KY1797
 KY1797  STATE/COUNTY-  OH/WAYNE
 KY1797  USGS QUAD   -  CRESTON (1994)
 KY1797
 KY1797                         *CURRENT SURVEY CONTROL
 KY1797  ___________________________________________________________________
 KY1797* NAD 83(1986)-  40 56 43.     (N)    081 54 11.     (W)     SCALED    
 KY1797* NAVD 88     -       319.430  (meters)    1048.00   (feet)  ADJUSTED  
 KY1797  ___________________________________________________________________
 KY1797  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KY1797  DYNAMIC HT  -         319.288 (meters)    1047.53  (feet)  COMP
 KY1797  MODELED GRAV-     980,170.3   (mgal)                       NAVD 88
 KY1797
 KY1797  VERT ORDER  -  SECOND    CLASS 0
 KY1797
 KY1797.The horizontal coordinates were scaled from a topographic map and have
 KY1797.an estimated accuracy of +/- 6 seconds.
 KY1797
 KY1797.The orthometric height was determined by differential leveling
 KY1797.and adjusted by the National Geodetic Survey in June 1991..
 KY1797
 KY1797.The geoid height was determined by GEOID03.
 KY1797
 KY1797.The dynamic height is computed by dividing the NAVD 88
 KY1797.geopotential number by the normal gravity value computed on the
 KY1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1797.degrees latitude (g = 980.6199 gals.).
 KY1797
 KY1797.The modeled gravity was interpolated from observed gravity values.
 KY1797
 KY1797;                    North         East    Units  Estimated Accuracy
 KY1797;SPC OH N     -   142,160.      650,260.      MT  (+/- 180 meters Scaled)
 KY1797
 KY1797                          SUPERSEDED SURVEY CONTROL
 KY1797
 KY1797  NGVD 29 (??/??/92)  319.641  (m)         1048.69   (f) ADJ UNCH    2 0
 KY1797
 KY1797.Superseded values are not recommended for survey control.
 KY1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1797.See file dsdata.txt to determine how the superseded data were derived.
 KY1797
 KY1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF239330(NAD 83)
 KY1797_MARKER: DB = BENCH MARK DISK
 KY1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1797_STAMPING: C 289 1959
 KY1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1797+STABILITY: SURFACE MOTION
 KY1797
 KY1797  HISTORY     - Date     Condition        Report By
 KY1797  HISTORY     - 1959     MONUMENTED       CGS
 KY1797
 KY1797                          STATION DESCRIPTION
 KY1797
 KY1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1797'2.8 MI SW FROM CRESTON.
 KY1797'ABOUT 2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE POST
 KY1797'OFFICE AT CRESTON, 1.05 MILES SOUTH OF THE INTERSECTION OF ROAD
 KY1797'504 AT JACKSON, AT THE INTERSECTION OF STATE HIGHWAY 604, 29 1/2
 KY1797'FEET NORTH OF THE CENTER LINE OF HIGHWAY 604, 26 1/2 FEET WEST
 KY1797'OF THE CENTER LINE OF HIGHWAY 3, 57 1/2 FEET SOUTHEAST OF THE
 KY1797'SOUTHEAST CORNER OF A CONCRETE BLOCK SHOP BUILDING, 3 FEET EAST
 KY1797'OF A CABLE LINE POLE, ABOUT LEVEL WITH HIGHWAY 604, ABOUT 1 1/2
 KY1797'FEET ABOVE THE LEVEL OF HIGHWAY 3, AND SET IN TOP OF A CONCRETE
 KY1797'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0821 ***********************************************************************
 KZ0821  DESIGNATION -  C 29
 KZ0821  PID         -  KZ0821
 KZ0821  STATE/COUNTY-  OH/DELAWARE
 KZ0821  USGS QUAD   -  SUNBURY (1981)
 KZ0821
 KZ0821                         *CURRENT SURVEY CONTROL
 KZ0821  ___________________________________________________________________
 KZ0821* NAD 83(1986)-  40 14 34.     (N)    082 51 31.     (W)     SCALED    
 KZ0821* NAVD 88     -       296.874  (meters)     973.99   (feet)  ADJUSTED  
 KZ0821  ___________________________________________________________________
 KZ0821  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0821  DYNAMIC HT  -         296.714 (meters)     973.47  (feet)  COMP
 KZ0821  MODELED GRAV-     980,079.0   (mgal)                       NAVD 88
 KZ0821
 KZ0821  VERT ORDER  -  SECOND    CLASS 0
 KZ0821
 KZ0821.The horizontal coordinates were scaled from a topographic map and have
 KZ0821.an estimated accuracy of +/- 6 seconds.
 KZ0821
 KZ0821.The orthometric height was determined by differential leveling
 KZ0821.and adjusted by the National Geodetic Survey in June 1991..
 KZ0821.WARNING-Repeat measurements at this control monument indicate possible
 KZ0821.vertical movement.
 KZ0821
 KZ0821.The geoid height was determined by GEOID03.
 KZ0821
 KZ0821.The dynamic height is computed by dividing the NAVD 88
 KZ0821.geopotential number by the normal gravity value computed on the
 KZ0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0821.degrees latitude (g = 980.6199 gals.).
 KZ0821
 KZ0821.The modeled gravity was interpolated from observed gravity values.
 KZ0821
 KZ0821;                    North         East    Units  Estimated Accuracy
 KZ0821;SPC OH N     -    64,040.      569,480.      MT  (+/- 180 meters Scaled)
 KZ0821
 KZ0821                          SUPERSEDED SURVEY CONTROL
 KZ0821
 KZ0821  NGVD 29 (??/??/92)  297.024  (m)          974.49   (f) ADJ UNCH    2 0
 KZ0821
 KZ0821.Superseded values are not recommended for survey control.
 KZ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0821.See file dsdata.txt to determine how the superseded data were derived.
 KZ0821
 KZ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE419563(NAD 83)
 KZ0821_MARKER: DB = BENCH MARK DISK
 KZ0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0821_STAMPING: C 29 1934
 KZ0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0821+STABILITY: SURFACE MOTION
 KZ0821
 KZ0821  HISTORY     - Date     Condition        Report By
 KZ0821  HISTORY     - 1934     MONUMENTED       CGS
 KZ0821  HISTORY     - 1959     GOOD             NGS
 KZ0821  HISTORY     - 1960     GOOD             NGS
 KZ0821
 KZ0821                          STATION DESCRIPTION
 KZ0821
 KZ0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0821'AT SUNBURY.
 KZ0821'AT SUNBURY, IN THE NORTHEAST CORNER OF PARK IN PUBLIC SQUARE
 KZ0821'FOR TOWN HALL AND LIBRARY, AT THE INTERSECTION OF CHERRY AND
 KZ0821'VERNON STREETS, 10 1/2 FEET SOUTH OF THE SOUTH CURB OF CHERRY
 KZ0821'STREET, 56 1/2 FEET WEST OF THE WEST CURB OF VERNON STREET, 3.8
 KZ0821'FEET SOUTH OF A POWER LINE AND STREET LIGHT POLE, 47 1/2 FEET
 KZ0821'WEST OF A DRINKING FOUNTAIN, 158 FEET NORTH-NORTHEAST OF THE
 KZ0821'NORTHEAST CORNER OF TOWN HALL AND LIBRARY BUILDING, AND SET IN
 KZ0821'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0821
 KZ0821                          STATION RECOVERY (1960)
 KZ0821
 KZ0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KZ0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0823 ***********************************************************************
 KZ0823  DESIGNATION -  C 29 A
 KZ0823  PID         -  KZ0823
 KZ0823  STATE/COUNTY-  OH/DELAWARE
 KZ0823  USGS QUAD   -  SUNBURY (1981)
 KZ0823
 KZ0823                         *CURRENT SURVEY CONTROL
 KZ0823  ___________________________________________________________________
 KZ0823* NAD 83(1986)-  40 14 34.     (N)    082 51 35.     (W)     SCALED    
 KZ0823* NAVD 88     -       294.886  (meters)     967.47   (feet)  ADJUSTED  
 KZ0823  ___________________________________________________________________
 KZ0823  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0823  DYNAMIC HT  -         294.727 (meters)     966.95  (feet)  COMP
 KZ0823  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 KZ0823
 KZ0823  VERT ORDER  -  SECOND    CLASS 0
 KZ0823
 KZ0823.The horizontal coordinates were scaled from a topographic map and have
 KZ0823.an estimated accuracy of +/- 6 seconds.
 KZ0823
 KZ0823.The orthometric height was determined by differential leveling
 KZ0823.and adjusted by the National Geodetic Survey in June 1991..
 KZ0823
 KZ0823.The geoid height was determined by GEOID03.
 KZ0823
 KZ0823.The dynamic height is computed by dividing the NAVD 88
 KZ0823.geopotential number by the normal gravity value computed on the
 KZ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0823.degrees latitude (g = 980.6199 gals.).
 KZ0823
 KZ0823.The modeled gravity was interpolated from observed gravity values.
 KZ0823
 KZ0823;                    North         East    Units  Estimated Accuracy
 KZ0823;SPC OH N     -    64,040.      569,390.      MT  (+/- 180 meters Scaled)
 KZ0823
 KZ0823                          SUPERSEDED SURVEY CONTROL
 KZ0823
 KZ0823  NGVD 29 (??/??/92)  295.036  (m)          967.96   (f) ADJ UNCH    2 0
 KZ0823
 KZ0823.Superseded values are not recommended for survey control.
 KZ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0823.See file dsdata.txt to determine how the superseded data were derived.
 KZ0823
 KZ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE418563(NAD 83)
 KZ0823_MARKER: DD = SURVEY DISK
 KZ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0823_STAMPING: C 29 A 1934
 KZ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0823+STABILITY: SURFACE MOTION
 KZ0823
 KZ0823  HISTORY     - Date     Condition        Report By
 KZ0823  HISTORY     - 1934     MONUMENTED       OHGS
 KZ0823  HISTORY     - 1959     GOOD             NGS
 KZ0823
 KZ0823                          STATION DESCRIPTION
 KZ0823
 KZ0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0823'AT SUNBURY.
 KZ0823'AT SUNBURY, IN THE NORTHWEST CORNER OF THE PUBLIC SQUARE FOR
 KZ0823'TOWN HALL AND LIBRARY, AT THE INTERSECTION OF CHERRY STREET AND
 KZ0823'COLUMBUS STREET, 173 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 KZ0823'A 3-STORY RED BRICK BUILDING HOUSING THE TOWN HALL AND MASON
 KZ0823'HALL, 31 1/2 FEET EAST OF THE EAST CURB OF COLUMBUS STREET, 26
 KZ0823'FEET SOUTH OF THE SOUTH CURB OF CHERRY STREET, 29 FEET NORTHWEST
 KZ0823'OF THE CENTER OF A GOLDEN PLAQUE ON TOP OF MONUMENT ERRECTED TO
 KZ0823'HONORING THE VETERAN OF ALL WARS, ABOUT LEVEL WITH THE STREETS,
 KZ0823'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0001 ***********************************************************************
 LA0001  DESIGNATION -  C 293
 LA0001  PID         -  LA0001
 LA0001  STATE/COUNTY-  OH/ALLEN
 LA0001  USGS QUAD   -  LIMA (1983)
 LA0001
 LA0001                         *CURRENT SURVEY CONTROL
 LA0001  ___________________________________________________________________
 LA0001* NAD 83(1986)-  40 43 03.     (N)    084 00 47.     (W)     SCALED    
 LA0001* NAVD 88     -       290.812  (meters)     954.11   (feet)  ADJUSTED  
 LA0001  ___________________________________________________________________
 LA0001  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 LA0001  DYNAMIC HT  -         290.666 (meters)     953.63  (feet)  COMP
 LA0001  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 LA0001
 LA0001  VERT ORDER  -  SECOND    CLASS 0
 LA0001
 LA0001.The horizontal coordinates were scaled from a topographic map and have
 LA0001.an estimated accuracy of +/- 6 seconds.
 LA0001
 LA0001.The orthometric height was determined by differential leveling
 LA0001.and adjusted by the National Geodetic Survey in June 1991..
 LA0001
 LA0001.The geoid height was determined by GEOID03.
 LA0001
 LA0001.The dynamic height is computed by dividing the NAVD 88
 LA0001.geopotential number by the normal gravity value computed on the
 LA0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0001.degrees latitude (g = 980.6199 gals.).
 LA0001
 LA0001.The modeled gravity was interpolated from observed gravity values.
 LA0001
 LA0001;                    North         East    Units  Estimated Accuracy
 LA0001;SPC OH N     -   117,800.      472,170.      MT  (+/- 180 meters Scaled)
 LA0001
 LA0001                          SUPERSEDED SURVEY CONTROL
 LA0001
 LA0001  NGVD 29 (??/??/92)  290.984  (m)          954.67   (f) ADJ UNCH    2 0
 LA0001
 LA0001.Superseded values are not recommended for survey control.
 LA0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0001.See file dsdata.txt to determine how the superseded data were derived.
 LA0001
 LA0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL522116(NAD 83)
 LA0001_MARKER: DB = BENCH MARK DISK
 LA0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0001_STAMPING: C 293 1960
 LA0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0001+STABILITY: SURFACE MOTION
 LA0001
 LA0001  HISTORY     - Date     Condition        Report By
 LA0001  HISTORY     - 1960     MONUMENTED       CGS
 LA0001  HISTORY     - 1964     GOOD             NGS
 LA0001  HISTORY     - 1985     GOOD             USPSQD
 LA0001
 LA0001                          STATION DESCRIPTION
 LA0001
 LA0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LA0001'5 MI E FROM LIMA.
 LA0001'ABOUT 4.95 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0001'LIMA, ABOUT 4.9 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION
 LA0001'AT HARROD, 0.1 MILE WEST OF MILEPOST M 47, AT THE CROSSING OF
 LA0001'STONER ROAD, 48 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 LA0001'26 FEET EAST OF THE CENTER LINE OF ROD, 96 FEET SOUTH OF THE SOUTH
 LA0001'RAIL OF THE NORTH TRACK, 1 FOOT NORTH OF A WIRE FENCE, 4 1/2
 LA0001'FEET EAST OF FENCE CORNER (VERTICAL RAIL RIGHT-OF-WAY MARKER AND
 LA0001'FENCE CORNER POST), 7 FEET NORTHEAST OF POWER LINE POLE 900-61,
 LA0001'ABOUT LEVEL WITH THE ROAD, ABOUT 2 FEET BELOW THE LEVEL OF
 LA0001'NEAREST RAIL, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 LA0001'INCHES.
 LA0001
 LA0001                          STATION RECOVERY (1964)
 LA0001
 LA0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LA0001'RECOVERED IN GOOD CONDITION.
 LA0001
 LA0001                          STATION RECOVERY (1985)
 LA0001
 LA0001'RECOVERY NOTE BY US POWER SQUADRON 1985
 LA0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0609 ***********************************************************************
 KZ0609  DESIGNATION -  C 294
 KZ0609  PID         -  KZ0609
 KZ0609  STATE/COUNTY-  OH/HARDIN
 KZ0609  USGS QUAD   -  KENTON (1980)
 KZ0609
 KZ0609                         *CURRENT SURVEY CONTROL
 KZ0609  ___________________________________________________________________
 KZ0609* NAD 83(1986)-  40 38 51.     (N)    083 36 31.     (W)     SCALED    
 KZ0609* NAVD 88     -       304.802  (meters)    1000.00   (feet)  ADJUSTED  
 KZ0609  ___________________________________________________________________
 KZ0609  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 KZ0609  DYNAMIC HT  -         304.644 (meters)     999.49  (feet)  COMP
 KZ0609  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 KZ0609
 KZ0609  VERT ORDER  -  SECOND    CLASS 0
 KZ0609
 KZ0609.The horizontal coordinates were scaled from a topographic map and have
 KZ0609.an estimated accuracy of +/- 6 seconds.
 KZ0609
 KZ0609.The orthometric height was determined by differential leveling
 KZ0609.and adjusted by the National Geodetic Survey in June 1991..
 KZ0609
 KZ0609.The geoid height was determined by GEOID03.
 KZ0609
 KZ0609.The dynamic height is computed by dividing the NAVD 88
 KZ0609.geopotential number by the normal gravity value computed on the
 KZ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0609.degrees latitude (g = 980.6199 gals.).
 KZ0609
 KZ0609.The modeled gravity was interpolated from observed gravity values.
 KZ0609
 KZ0609;                    North         East    Units  Estimated Accuracy
 KZ0609;SPC OH N     -   109,510.      506,240.      MT  (+/- 180 meters Scaled)
 KZ0609
 KZ0609                          SUPERSEDED SURVEY CONTROL
 KZ0609
 KZ0609  NGVD 29 (??/??/92)  304.971  (m)         1000.56   (f) ADJ UNCH    2 0
 KZ0609
 KZ0609.Superseded values are not recommended for survey control.
 KZ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0609.See file dsdata.txt to determine how the superseded data were derived.
 KZ0609
 KZ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF794028(NAD 83)
 KZ0609_MARKER: DB = BENCH MARK DISK
 KZ0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0609_SP_SET: CONCRETE WALL
 KZ0609_STAMPING: C 294 1960
 KZ0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0609
 KZ0609  HISTORY     - Date     Condition        Report By
 KZ0609  HISTORY     - 1960     MONUMENTED       CGS
 KZ0609
 KZ0609                          STATION DESCRIPTION
 KZ0609
 KZ0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0609'AT KENTON.
 KZ0609'AT KENTON, ABOUT 0.15 MILE EAST ALONG FRANKLIN STREET FROM THE
 KZ0609'POST OFFICE, AT THE SOUTH ENTRANCE TO BASEMENT OF COURTHOUSE,
 KZ0609'6 FEET WEST OF THE CENTER OF DOOR, 61 1/2 FEET NORTH OF THE
 KZ0609'NORTH CURB OF FRANKLIN STREET, IN TOP OF A 2 1/2-FOOT-HIGH
 KZ0609'CONCRETE WALL, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 KZ0609'CONCRETE WALK LEADING TO BASEMENT DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1444 ***********************************************************************
 KZ1444  DESIGNATION -  C 295
 KZ1444  PID         -  KZ1444
 KZ1444  STATE/COUNTY-  OH/MARION
 KZ1444  USGS QUAD   -  MARION WEST (1973)
 KZ1444
 KZ1444                         *CURRENT SURVEY CONTROL
 KZ1444  ___________________________________________________________________
 KZ1444* NAD 83(1986)-  40 35 32.     (N)    083 09 08.     (W)     SCALED    
 KZ1444* NAVD 88     -       286.558  (meters)     940.15   (feet)  ADJUSTED  
 KZ1444  ___________________________________________________________________
 KZ1444  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 KZ1444  DYNAMIC HT  -         286.413 (meters)     939.67  (feet)  COMP
 KZ1444  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 KZ1444
 KZ1444  VERT ORDER  -  SECOND    CLASS 0
 KZ1444
 KZ1444.The horizontal coordinates were scaled from a topographic map and have
 KZ1444.an estimated accuracy of +/- 6 seconds.
 KZ1444
 KZ1444.The orthometric height was determined by differential leveling
 KZ1444.and adjusted by the National Geodetic Survey in June 1991..
 KZ1444
 KZ1444.The geoid height was determined by GEOID03.
 KZ1444
 KZ1444.The dynamic height is computed by dividing the NAVD 88
 KZ1444.geopotential number by the normal gravity value computed on the
 KZ1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1444.degrees latitude (g = 980.6199 gals.).
 KZ1444
 KZ1444.The modeled gravity was interpolated from observed gravity values.
 KZ1444
 KZ1444;                    North         East    Units  Estimated Accuracy
 KZ1444;SPC OH N     -   102,990.      544,790.      MT  (+/- 180 meters Scaled)
 KZ1444
 KZ1444                          SUPERSEDED SURVEY CONTROL
 KZ1444
 KZ1444  NGVD 29 (??/??/92)  286.692  (m)          940.59   (f) ADJ UNCH    2 0
 KZ1444
 KZ1444.Superseded values are not recommended for survey control.
 KZ1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1444.See file dsdata.txt to determine how the superseded data were derived.
 KZ1444
 KZ1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE178957(NAD 83)
 KZ1444_MARKER: DB = BENCH MARK DISK
 KZ1444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1444_SP_SET: FOUNDATION
 KZ1444_STAMPING: C 295 1960
 KZ1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1444
 KZ1444  HISTORY     - Date     Condition        Report By
 KZ1444  HISTORY     - 1960     MONUMENTED       CGS
 KZ1444
 KZ1444                          STATION DESCRIPTION
 KZ1444
 KZ1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ1444'0.4 MI W FROM MARION.
 KZ1444'ABOUT 0.45 MILE WEST ALONG THE ERIE RAILROAD FROM THE STATION
 KZ1444'AT MARION, 0.1 MILE SOUTHWEST OF THE INTERSECTION OF KENTON
 KZ1444'AVENUE (HIGHWAY 30 S.) AND SILVER STREET, SET VERTICALLY IN THE
 KZ1444'NORTH FACE OF CONCRETE FOUNDATION OF BRICK ERIE RAILROAD DIESEL
 KZ1444'SHOP BUILDING, 2.6 FEET EAST OF THE NORTHWEST CORNER, AND ABOUT
 KZ1444'1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1448 ***********************************************************************
 MB1448  DESIGNATION -  C 3
 MB1448  PID         -  MB1448
 MB1448  STATE/COUNTY-  OH/CUYAHOGA
 MB1448  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1448
 MB1448                         *CURRENT SURVEY CONTROL
 MB1448  ___________________________________________________________________
 MB1448* NAD 83(1986)-  41 30 17.     (N)    081 41 34.     (W)     SCALED    
 MB1448* NAVD 88     -       198.358  (meters)     650.78   (feet)  ADJUSTED  
 MB1448  ___________________________________________________________________
 MB1448  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 MB1448  DYNAMIC HT  -         198.280 (meters)     650.52  (feet)  COMP
 MB1448  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 MB1448
 MB1448  VERT ORDER  -  FIRST     CLASS II
 MB1448
 MB1448.The horizontal coordinates were scaled from a topographic map and have
 MB1448.an estimated accuracy of +/- 6 seconds.
 MB1448
 MB1448.The orthometric height was determined by differential leveling
 MB1448.and adjusted by the National Geodetic Survey in June 1991..
 MB1448.WARNING-Repeat measurements at this control monument indicate possible
 MB1448.vertical movement.
 MB1448
 MB1448.The geoid height was determined by GEOID03.
 MB1448
 MB1448.The dynamic height is computed by dividing the NAVD 88
 MB1448.geopotential number by the normal gravity value computed on the
 MB1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1448.degrees latitude (g = 980.6199 gals.).
 MB1448
 MB1448.The modeled gravity was interpolated from observed gravity values.
 MB1448
 MB1448;                    North         East    Units  Estimated Accuracy
 MB1448;SPC OH N     -   204,420.      667,390.      MT  (+/- 180 meters Scaled)
 MB1448
 MB1448                          SUPERSEDED SURVEY CONTROL
 MB1448
 MB1448  NGVD 29 (06/03/92)  198.590  (m)          651.54   (f) ADJUSTED    1 2
 MB1448
 MB1448.Superseded values are not recommended for survey control.
 MB1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1448.See file dsdata.txt to determine how the superseded data were derived.
 MB1448
 MB1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF421950(NAD 83)
 MB1448_MARKER: A = ALUMINUM MARKER
 MB1448_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MB1448_SP_SET: BUILDING FOUNDATION WALL
 MB1448_STAMPING: C 3 1932
 MB1448_MARK LOGO: USLS  
 MB1448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB1448+STABILITY: POSITION/ELEVATION WELL
 MB1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1448+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 MB1448
 MB1448  HISTORY     - Date     Condition        Report By
 MB1448  HISTORY     - 1932     MONUMENTED       USLS
 MB1448  HISTORY     - 1938     GOOD             NGS
 MB1448  HISTORY     - 1980     GOOD             NGS
 MB1448  HISTORY     - 1981     GOOD             NGS
 MB1448  HISTORY     - 1983     GOOD             NGS
 MB1448  HISTORY     - 1986     GOOD             USPSQD
 MB1448  HISTORY     - 1987     GOOD             USPSQD
 MB1448  HISTORY     - 1988     GOOD             USPSQD
 MB1448  HISTORY     - 19891005 GOOD             NGS
 MB1448  HISTORY     - 20040920 GOOD             OHDT
 MB1448  HISTORY     - 20060625 GOOD             GEOCAC
 MB1448
 MB1448                          STATION DESCRIPTION
 MB1448
 MB1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MB1448'IN CLEVELAND.
 MB1448'AT CLEVELAND, CUYAHOGA COUNTY, 150 YARDS NORTHEAST OF THE NORTHEAST
 MB1448'CORNER OF THE CLEVELAND PUBLIC AUDITORIUM, IN THE SOUTH FACE OF
 MB1448'THE CITY HALL, 8 FEET EAST OF THE EAST EDGE OF THE ENTRANCE,
 MB1448'AND 18 INCHES ABOVE THE STONE PORCH FLOOR.  A U.S. LAKE SURVEY
 MB1448'STANDARD DISK, STAMPED C 3 1932 AND SET VERTICALLY.
 MB1448
 MB1448                          STATION RECOVERY (1980)
 MB1448
 MB1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MB1448'IN CLEVELAND, 137.16 METERS (450.0 FEET) NORTHEAST OF THE NORTHEAST
 MB1448'CORNER OF THE CLEVELAND PUBLIC AUDITORIUM, SET VERTICALLY IN THE SOUTH
 MB1448'FACE OF THE CITY HALL BUILDING, 2.43 METERS (8.0 FEET) EAST OF THE
 MB1448'EAST EDGE OF THE ENTRANCE AND 0.46 METER (1.5 FEET) ABOVE THE
 MB1448'STONE PORCH.
 MB1448
 MB1448                          STATION RECOVERY (1981)
 MB1448
 MB1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1448'RECOVERED IN GOOD CONDITION.
 MB1448
 MB1448                          STATION RECOVERY (1983)
 MB1448
 MB1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1448'RECOVERED IN GOOD CONDITION.
 MB1448
 MB1448                          STATION RECOVERY (1986)
 MB1448
 MB1448'RECOVERY NOTE BY US POWER SQUADRON 1986 (GHB)
 MB1448'RECOVERED IN GOOD CONDITION.
 MB1448
 MB1448                          STATION RECOVERY (1987)
 MB1448
 MB1448'RECOVERY NOTE BY US POWER SQUADRON 1987 (GHB)
 MB1448'RECOVERED IN GOOD CONDITION.
 MB1448
 MB1448                          STATION RECOVERY (1988)
 MB1448
 MB1448'RECOVERY NOTE BY US POWER SQUADRON 1988 (GHB)
 MB1448'RECOVERED IN GOOD CONDITION.
 MB1448
 MB1448                          STATION RECOVERY (1989)
 MB1448
 MB1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1448'AT CLEVELAND, CUYAHOGA COUNTY, 150 YARDS NORTHEAST OF THE NORTHEAST
 MB1448'CORNER OF THE CLEVELAND PUBLIC AUDITORIUM, AT THE INTERSECTION OF 8TH
 MB1448'STREET AND LAKESIDE AVENUE, IN THE SOUTH FACE OF THE CITY HALL, 8
 MB1448'FEET EAST OF THE EAST EDGE OF THE ENTRANCE, AND 18 INCHES ABOVE THE
 MB1448'STONE PORCH FLOOR.  A U.S. LAKE SURVEY STANDARD DISK, STAMPED C 3
 MB1448'1932 AND SET VERTICALLY.  RECOVERED IN GOOD CONDITION BY NGS 1N 1980.
 MB1448'IN CLEVELAND, 137.16 METERS (450.0 FEET) NORTHEAST OF THE NORTHEAST
 MB1448'CORNER OF THE CLEVELAND PUBLIC AUDITORIUM, SET VERTICALLY IN THE
 MB1448'SOUTH FACE OF THE CITY HALL BUILDING, 2.43 METERS (8.0 FEET) EAST OF
 MB1448'THE EAST EDGE OF THE ENTRANCE AND 0.46 METER (1.5 FEET) ABOVE THE
 MB1448'STONE PORCH.
 MB1448
 MB1448                          STATION RECOVERY (2004)
 MB1448
 MB1448'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1448'RECOVERED IN GOOD CONDITION.
 MB1448
 MB1448                          STATION RECOVERY (2006)
 MB1448
 MB1448'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0162 ***********************************************************************
 MD0162  DESIGNATION -  C 300
 MD0162  PID         -  MD0162
 MD0162  STATE/COUNTY-  OH/HENRY
 MD0162  USGS QUAD   -  FLORIDA (1977)
 MD0162
 MD0162                         *CURRENT SURVEY CONTROL
 MD0162  ___________________________________________________________________
 MD0162* NAD 83(1986)-  41 19 33.     (N)    084 13 39.     (W)     SCALED    
 MD0162* NAVD 88     -       214.605  (meters)     704.08   (feet)  POSTED    
 MD0162  ___________________________________________________________________
 MD0162  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 MD0162  DYNAMIC HT  -         214.510 (meters)     703.77  (feet)  COMP
 MD0162  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 MD0162
 MD0162  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0162
 MD0162.The horizontal coordinates were scaled from a topographic map and have
 MD0162.an estimated accuracy of +/- 6 seconds.
 MD0162
 MD0162.The orthometric height was determined by differential leveling
 MD0162.and adjusted by the National Geodetic Survey in 1992..
 MD0162.No vertical observational check was made to the station.
 MD0162.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0162.was located on a no-check spur therefore a value was not computed.
 MD0162
 MD0162.The geoid height was determined by GEOID03.
 MD0162
 MD0162.The dynamic height is computed by dividing the NAVD 88
 MD0162.geopotential number by the normal gravity value computed on the
 MD0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0162.degrees latitude (g = 980.6199 gals.).
 MD0162
 MD0162.The modeled gravity was interpolated from observed gravity values.
 MD0162
 MD0162;                    North         East    Units  Estimated Accuracy
 MD0162;SPC OH N     -   185,680.      455,390.      MT  (+/- 180 meters Scaled)
 MD0162
 MD0162                          SUPERSEDED SURVEY CONTROL
 MD0162
 MD0162  NGVD 29 (??/??/92)  214.801  (m)          704.73   (f) ADJ UNCH    2 0
 MD0162
 MD0162.Superseded values are not recommended for survey control.
 MD0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0162.See file dsdata.txt to determine how the superseded data were derived.
 MD0162
 MD0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL320786(NAD 83)
 MD0162_MARKER: DB = BENCH MARK DISK
 MD0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0162_STAMPING: C 300 1963
 MD0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0162+STABILITY: SURFACE MOTION
 MD0162
 MD0162  HISTORY     - Date     Condition        Report By
 MD0162  HISTORY     - 1963     MONUMENTED       CGS
 MD0162
 MD0162                          STATION DESCRIPTION
 MD0162
 MD0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0162'1.4 MI NW FROM FLORIDA.
 MD0162'FROM THE FLAT ROCK SCHOOL IN FLORIDA GO 0.15 MILE NORTH THEN
 MD0162'1.0 MILE WEST ON JEWELL ROAD 55.  THE BENCH MARK IS AT THE
 MD0162'INTERSECTION OF JEWELL ROAD 55 AND DEFIANCE-HENRY COUNTY LINE
 MD0162'ROAD 3, ABOUT 1.0 MILE SOUTH OF BENCH MARK B 300, 27.0 FEET
 MD0162'NORTH OF THE CENTERLINE JEWELL ROAD, 23.0 FEET EAST OF THE
 MD0162'CENTERLINE OF DEFIANCE-HENRY COUNTY LINE ROAD, 4.2 FEET NORTH
 MD0162'OF A ROAD SIGN POST AND 1.0 FOOT EAST OF A WITNESS POST.  A
 MD0162'STANDARD DISK STAMPED C 300 1963, SET IN THE TOP OF A 10 INCH
 MD0162'ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 MD0162'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1387 ***********************************************************************
 MB1387  DESIGNATION -  C 301
 MB1387  PID         -  MB1387
 MB1387  STATE/COUNTY-  OH/SUMMIT
 MB1387  USGS QUAD   -  AKRON WEST (1994)
 MB1387
 MB1387                         *CURRENT SURVEY CONTROL
 MB1387  ___________________________________________________________________
 MB1387* NAD 83(1986)-  41 03 58.     (N)    081 33 56.     (W)     SCALED    
 MB1387* NAVD 88     -       315.397  (meters)    1034.77   (feet)  ADJUSTED  
 MB1387  ___________________________________________________________________
 MB1387  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MB1387  DYNAMIC HT  -         315.258 (meters)    1034.31  (feet)  COMP
 MB1387  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 MB1387
 MB1387  VERT ORDER  -  FIRST     CLASS II
 MB1387
 MB1387.The horizontal coordinates were scaled from a topographic map and have
 MB1387.an estimated accuracy of +/- 6 seconds.
 MB1387
 MB1387.The orthometric height was determined by differential leveling
 MB1387.and adjusted by the National Geodetic Survey in June 1991..
 MB1387
 MB1387.The geoid height was determined by GEOID03.
 MB1387
 MB1387.The dynamic height is computed by dividing the NAVD 88
 MB1387.geopotential number by the normal gravity value computed on the
 MB1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1387.degrees latitude (g = 980.6199 gals.).
 MB1387
 MB1387.The modeled gravity was interpolated from observed gravity values.
 MB1387
 MB1387;                    North         East    Units  Estimated Accuracy
 MB1387;SPC OH N     -   155,820.      678,540.      MT  (+/- 180 meters Scaled)
 MB1387
 MB1387                          SUPERSEDED SURVEY CONTROL
 MB1387
 MB1387  NGVD 29 (??/??/92)  315.595  (m)         1035.41   (f) ADJ UNCH    1 2
 MB1387
 MB1387.Superseded values are not recommended for survey control.
 MB1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1387.See file dsdata.txt to determine how the superseded data were derived.
 MB1387
 MB1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF524462(NAD 83)
 MB1387_MARKER: DB = BENCH MARK DISK
 MB1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1387_STAMPING: C 301 1963
 MB1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1387+STABILITY: SURFACE MOTION
 MB1387
 MB1387  HISTORY     - Date     Condition        Report By
 MB1387  HISTORY     - 1963     MONUMENTED       CGS
 MB1387
 MB1387                          STATION DESCRIPTION
 MB1387
 MB1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1387'AT AKRON.
 MB1387'AT AKRON, ABOUT 0.2 MILE EAST OF THE JUNCTION OF WOOSTER AVE.
 MB1387'AND HAWKINS AVE AT THE NORTHWEST PART OF AKRON, NEAR THE GOSPEL
 MB1387'HALL CHURCH, 75.0 FEET NORTH OF THE NORTH CURB OF WOOSTER AVE,
 MB1387'69.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GOSPEL HALL
 MB1387'CHURCH, 9.5 FEET EAST OF THE EAST CURB OF THE DRIVEWAY TO CHURCH,
 MB1387'2.6 FEET SOUTH OF A POWERLINE POLE LEADING TO CHURCH, 2.0 FEET
 MB1387'EAST OF A STEEL FENCE, 4 FEET ABOVE THE STREET AND IS SET IN THE
 MB1387'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 MB1387'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1323 ***********************************************************************
 MB1323  DESIGNATION -  C 302
 MB1323  PID         -  MB1323
 MB1323  STATE/COUNTY-  OH/SUMMIT
 MB1323  USGS QUAD   -  AKRON WEST (1994)
 MB1323
 MB1323                         *CURRENT SURVEY CONTROL
 MB1323  ___________________________________________________________________
 MB1323* NAD 83(1986)-  41 07 19.     (N)    081 30 06.     (W)     SCALED    
 MB1323* NAVD 88     -       304.689  (meters)     999.63   (feet)  ADJUSTED  
 MB1323  ___________________________________________________________________
 MB1323  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB1323  DYNAMIC HT  -         304.556 (meters)     999.20  (feet)  COMP
 MB1323  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 MB1323
 MB1323  VERT ORDER  -  FIRST     CLASS II
 MB1323
 MB1323.The horizontal coordinates were scaled from a topographic map and have
 MB1323.an estimated accuracy of +/- 6 seconds.
 MB1323
 MB1323.The orthometric height was determined by differential leveling
 MB1323.and adjusted by the National Geodetic Survey in June 1991..
 MB1323
 MB1323.The geoid height was determined by GEOID03.
 MB1323
 MB1323.The dynamic height is computed by dividing the NAVD 88
 MB1323.geopotential number by the normal gravity value computed on the
 MB1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1323.degrees latitude (g = 980.6199 gals.).
 MB1323
 MB1323.The modeled gravity was interpolated from observed gravity values.
 MB1323
 MB1323;                    North         East    Units  Estimated Accuracy
 MB1323;SPC OH N     -   162,080.      683,830.      MT  (+/- 180 meters Scaled)
 MB1323
 MB1323                          SUPERSEDED SURVEY CONTROL
 MB1323
 MB1323  NGVD 29 (??/??/92)  304.886  (m)         1000.28   (f) ADJ UNCH    1 2
 MB1323
 MB1323.Superseded values are not recommended for survey control.
 MB1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1323.See file dsdata.txt to determine how the superseded data were derived.
 MB1323
 MB1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF578524(NAD 83)
 MB1323_MARKER: DB = BENCH MARK DISK
 MB1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1323_STAMPING: C 302 1964
 MB1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1323+STABILITY: SURFACE MOTION
 MB1323
 MB1323  HISTORY     - Date     Condition        Report By
 MB1323  HISTORY     - 1964     MONUMENTED       CGS
 MB1323
 MB1323                          STATION DESCRIPTION
 MB1323
 MB1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1323'AT AKRON.
 MB1323'AT AKRON, 0.7 MILE NORTHWEST ALONG RIVERSIDE DRIVE FROM THE
 MB1323'RIVERSIDE CHURCH OF CHRIST, 178 FEET WEST OF THE JUNCTION OF
 MB1323'MT. VERNON AVENUE, 120 FEET NORTHEAST OF THE JUNCTION OF MURRAY
 MB1323'AVENUE, 18 FEET NORTH OF THE CENTER LINE OF RIVERSIDE DRIVE,
 MB1323'37.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NO. 1495,
 MB1323'6.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A BOARD FENCE, 2 1/2
 MB1323'FEET EAST OF POWER POLE NO. 44860, ABOUT LEVEL WITH RIVERSIDE
 MB1323'DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1326 ***********************************************************************
 MB1326  DESIGNATION -  C 303
 MB1326  PID         -  MB1326
 MB1326  STATE/COUNTY-  OH/SUMMIT
 MB1326  USGS QUAD   -  AKRON WEST (1994)
 MB1326
 MB1326                         *CURRENT SURVEY CONTROL
 MB1326  ___________________________________________________________________
 MB1326* NAD 83(1986)-  41 07 29.     (N)    081 30 31.     (W)     SCALED    
 MB1326* NAVD 88     -       305.522  (meters)    1002.37   (feet)  ADJUSTED  
 MB1326  ___________________________________________________________________
 MB1326  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB1326  DYNAMIC HT  -         305.389 (meters)    1001.93  (feet)  COMP
 MB1326  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 MB1326
 MB1326  VERT ORDER  -  FIRST     CLASS II
 MB1326
 MB1326.The horizontal coordinates were scaled from a topographic map and have
 MB1326.an estimated accuracy of +/- 6 seconds.
 MB1326
 MB1326.The orthometric height was determined by differential leveling
 MB1326.and adjusted by the National Geodetic Survey in June 1991..
 MB1326
 MB1326.The geoid height was determined by GEOID03.
 MB1326
 MB1326.The dynamic height is computed by dividing the NAVD 88
 MB1326.geopotential number by the normal gravity value computed on the
 MB1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1326.degrees latitude (g = 980.6199 gals.).
 MB1326
 MB1326.The modeled gravity was interpolated from observed gravity values.
 MB1326
 MB1326;                    North         East    Units  Estimated Accuracy
 MB1326;SPC OH N     -   162,380.      683,250.      MT  (+/- 180 meters Scaled)
 MB1326
 MB1326                          SUPERSEDED SURVEY CONTROL
 MB1326
 MB1326  NGVD 29 (??/??/92)  305.719  (m)         1003.01   (f) ADJ UNCH    1 2
 MB1326
 MB1326.Superseded values are not recommended for survey control.
 MB1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1326.See file dsdata.txt to determine how the superseded data were derived.
 MB1326
 MB1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF573527(NAD 83)
 MB1326_MARKER: DD = SURVEY DISK
 MB1326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1326_SP_SET: BRIDGE
 MB1326_STAMPING: C 303
 MB1326_MARK LOGO: CGS   
 MB1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1326
 MB1326  HISTORY     - Date     Condition        Report By
 MB1326  HISTORY     - UNK      MONUMENTED       OH-153
 MB1326  HISTORY     - 1964     GOOD             CGS
 MB1326  HISTORY     - 20060404 POOR             GEOCAC
 MB1326
 MB1326                          STATION DESCRIPTION
 MB1326
 MB1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1326'AT AKRON.
 MB1326'AT AKRON, SET IN THE TOP AT THE SOUTHWEST END OF THE NORTHEAST
 MB1326'WING WALL AT THE NORTH END OF NORTH MAIN STREET BRIDGE OVER
 MB1326'CUYAHOGA RIVER, AT THE AKRON-CUYAHOGA FALLS BOUNDARY LINE,
 MB1326'13 FEET EAST OF THE EAST CURB OF NORTH MAIN STREET, 0.4 FOOT
 MB1326'EAST OF THE EAST EDGE OF BRIDGE BANISTER, 0.2 FOOT NORTH OF THE
 MB1326'SOUTH EDGE OF WING WALL AND IS ABOUT LEVEL WITH THE STREET.
 MB1326
 MB1326                          STATION RECOVERY (2006)
 MB1326
 MB1326'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1326'THE MARK IS COVERED WITH A THICK LAYER OF PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1252 ***********************************************************************
 KY1252  DESIGNATION -  C 305
 KY1252  PID         -  KY1252
 KY1252  STATE/COUNTY-  OH/STARK
 KY1252  USGS QUAD   -  CANTON EAST (1985)
 KY1252
 KY1252                         *CURRENT SURVEY CONTROL
 KY1252  ___________________________________________________________________
 KY1252* NAD 83(1986)-  40 50 20.     (N)    081 15 42.     (W)     SCALED    
 KY1252* NAVD 88     -       335.420  (meters)    1100.46   (feet)  ADJUSTED  
 KY1252  ___________________________________________________________________
 KY1252  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KY1252  DYNAMIC HT  -         335.261 (meters)    1099.94  (feet)  COMP
 KY1252  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 KY1252
 KY1252  VERT ORDER  -  FIRST     CLASS I
 KY1252
 KY1252.The horizontal coordinates were scaled from a topographic map and have
 KY1252.an estimated accuracy of +/- 6 seconds.
 KY1252
 KY1252.The orthometric height was determined by differential leveling
 KY1252.and adjusted by the National Geodetic Survey in June 1991..
 KY1252
 KY1252.The geoid height was determined by GEOID03.
 KY1252
 KY1252.The dynamic height is computed by dividing the NAVD 88
 KY1252.geopotential number by the normal gravity value computed on the
 KY1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1252.degrees latitude (g = 980.6199 gals.).
 KY1252
 KY1252.The modeled gravity was interpolated from observed gravity values.
 KY1252
 KY1252;                    North         East    Units  Estimated Accuracy
 KY1252;SPC OH N     -   130,910.      704,430.      MT  (+/- 180 meters Scaled)
 KY1252
 KY1252                          SUPERSEDED SURVEY CONTROL
 KY1252
 KY1252  NGVD 29 (??/??/92)  335.602  (m)         1101.05   (f) ADJ UNCH    1 1
 KY1252
 KY1252.Superseded values are not recommended for survey control.
 KY1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1252.See file dsdata.txt to determine how the superseded data were derived.
 KY1252
 KY1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF779209(NAD 83)
 KY1252_MARKER: DB = BENCH MARK DISK
 KY1252_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY1252_SP_SET: 33.5 FEET
 KY1252_STAMPING: C 305 1966
 KY1252_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1252
 KY1252  HISTORY     - Date     Condition        Report By
 KY1252  HISTORY     - 1966     MONUMENTED       CGS
 KY1252  HISTORY     - 19911122 GOOD             OHDT
 KY1252
 KY1252                          STATION DESCRIPTION
 KY1252
 KY1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1252'AT LOUISVILLE.
 KY1252'AT LOUISVILLE, ABOUT 0.1 MILE SOUTHWEST ALONG THE PENNSYLVANIA
 KY1252'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 44 AT LOUISVILLE, ABOUT
 KY1252'0.15 MILE NORTHEAST OF THE CROSSING OF STATE HIGHWAY 153, 10 RAILS
 KY1252'NORTHEAST OF MILEPOST 95, 20.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 KY1252'OF THE NEAR TRACK, 1.7 FEET EAST OF THE NORTH CORNER OF
 KY1252'THE NORTHEAST CONCRETE BASE OF SIGNAL BRIDGE NO. 950, 1.2 FEET
 KY1252'NORTHEAST OF THE NORTHEAST FACE OF THE BASE, 0.8 FOOT NORTHWEST OF
 KY1252'A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK
 KY1252'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD 0.3 FOOT
 KY1252'UNDERGROUND AND PROTECTED BY A 6 INCH TILE WHICH IS FLUSH WITH
 KY1252'THE GROUND.  IN SECTION 28, R 7 W, T 19 N.  THE ROD WAS DRIVEN TO
 KY1252'REFUSAL AT A DEPTH OF 33.5 FEET.
 KY1252
 KY1252                          STATION RECOVERY (1991)
 KY1252
 KY1252'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 KY1252'------ REPORT BY ODOT ---------1991---------- CONDITION - GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1645 ***********************************************************************
 KY1645  DESIGNATION -  C 306
 KY1645  PID         -  KY1645
 KY1645  STATE/COUNTY-  OH/STARK
 KY1645  USGS QUAD   -  CANAL FULTON (1994)
 KY1645
 KY1645                         *CURRENT SURVEY CONTROL
 KY1645  ___________________________________________________________________
 KY1645* NAD 83(1986)-  40 54 07.     (N)    081 36 56.     (W)     SCALED    
 KY1645* NAVD 88     -       290.170  (meters)     952.00   (feet)  ADJUSTED  
 KY1645  ___________________________________________________________________
 KY1645  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1645  DYNAMIC HT  -         290.040 (meters)     951.57  (feet)  COMP
 KY1645  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 KY1645
 KY1645  VERT ORDER  -  FIRST     CLASS I
 KY1645
 KY1645.The horizontal coordinates were scaled from a topographic map and have
 KY1645.an estimated accuracy of +/- 6 seconds.
 KY1645
 KY1645.The orthometric height was determined by differential leveling
 KY1645.and adjusted by the National Geodetic Survey in June 1991..
 KY1645
 KY1645.The geoid height was determined by GEOID03.
 KY1645
 KY1645.The dynamic height is computed by dividing the NAVD 88
 KY1645.geopotential number by the normal gravity value computed on the
 KY1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1645.degrees latitude (g = 980.6199 gals.).
 KY1645
 KY1645.The modeled gravity was interpolated from observed gravity values.
 KY1645
 KY1645;                    North         East    Units  Estimated Accuracy
 KY1645;SPC OH N     -   137,550.      674,520.      MT  (+/- 180 meters Scaled)
 KY1645
 KY1645                          SUPERSEDED SURVEY CONTROL
 KY1645
 KY1645  NGVD 29 (??/??/92)  290.368  (m)          952.65   (f) ADJ UNCH    1 1
 KY1645
 KY1645.Superseded values are not recommended for survey control.
 KY1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1645.See file dsdata.txt to determine how the superseded data were derived.
 KY1645
 KY1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF481280(NAD 83)
 KY1645_MARKER: DB = BENCH MARK DISK
 KY1645_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY1645_SP_SET: 31.6 FEET
 KY1645_STAMPING: C 306 1967
 KY1645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1645
 KY1645  HISTORY     - Date     Condition        Report By
 KY1645  HISTORY     - 1967     MONUMENTED       CGS
 KY1645  HISTORY     - 19900101 GOOD             OHDT
 KY1645  HISTORY     - 20031024 GOOD             USPSQD
 KY1645
 KY1645                          STATION DESCRIPTION
 KY1645
 KY1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY1645'1.2 MI NW FROM CANAL FULTON.
 KY1645'ABOUT 1.25 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1645'FROM THE CROSSING OF STATE HIGHWAY 93 AT CANAL FULTON, IN
 KY1645'SECTION 4, R 10 W, T 1 N, 37 1/2 FEET SOUTHWEST OF AND ACROSS
 KY1645'THE SOUTHWEST ONE OF TWO TRACKS FROM MILEPOLE 106-10, 19.6 FEET
 KY1645'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 26 FEET
 KY1645'NORTHWEST OF THE CENTER LINE OF WARWICK-CANAL FULTON ROAD, 2
 KY1645'FEET SOUTHEAST OF A FENCE CORNER, IN LINE WITH A FENCE LINE
 KY1645'LEADING NORTHWEST ALONG THE NORTHEAST SIDE OF AN APPLE
 KY1645'ORCHARD, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, 3 FEET
 KY1645'ABOVE THE LEVEL OF THE TRACK, AND IS A DISK ON THE TOP OF A COPPER
 KY1645'COATED STEEL ROD PROJECTING 0.2 FOOT ABOVE THE LEVEL OF THE GROUND
 KY1645'AND PROTECTED BY A 4 INCH PIPE WHICH PROJECTS 4 INCHES ABOVE
 KY1645'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 KY1645'DEPTH OF 31.6 FEET.
 KY1645
 KY1645                          STATION RECOVERY (1990)
 KY1645
 KY1645'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (PT)
 KY1645'----- REPORT BY ODOT --------1990----------- CONDITION - GOOD
 KY1645
 KY1645                          STATION RECOVERY (2003)
 KY1645
 KY1645'RECOVERY NOTE BY US POWER SQUADRON 2003
 KY1645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0244 ***********************************************************************
 MC0244  DESIGNATION -  C 307
 MC0244  PID         -  MC0244
 MC0244  STATE/COUNTY-  OH/HURON
 MC0244  USGS QUAD   -  WILLARD (1972)
 MC0244
 MC0244                         *CURRENT SURVEY CONTROL
 MC0244  ___________________________________________________________________
 MC0244* NAD 83(1986)-  41 02 33.     (N)    082 42 29.     (W)     SCALED    
 MC0244* NAVD 88     -       288.253  (meters)     945.71   (feet)  ADJUSTED  
 MC0244  ___________________________________________________________________
 MC0244  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 MC0244  DYNAMIC HT  -         288.120 (meters)     945.27  (feet)  COMP
 MC0244  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 MC0244
 MC0244  VERT ORDER  -  FIRST     CLASS I
 MC0244
 MC0244.The horizontal coordinates were scaled from a topographic map and have
 MC0244.an estimated accuracy of +/- 6 seconds.
 MC0244
 MC0244.The orthometric height was determined by differential leveling
 MC0244.and adjusted by the National Geodetic Survey in June 1991..
 MC0244
 MC0244.The geoid height was determined by GEOID03.
 MC0244
 MC0244.The dynamic height is computed by dividing the NAVD 88
 MC0244.geopotential number by the normal gravity value computed on the
 MC0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0244.degrees latitude (g = 980.6199 gals.).
 MC0244
 MC0244.The modeled gravity was interpolated from observed gravity values.
 MC0244
 MC0244;                    North         East    Units  Estimated Accuracy
 MC0244;SPC OH N     -   152,800.      582,510.      MT  (+/- 180 meters Scaled)
 MC0244
 MC0244                          SUPERSEDED SURVEY CONTROL
 MC0244
 MC0244  NGVD 29 (01/19/93)  288.416  (m)          946.24   (f) ADJUSTED    1 1
 MC0244
 MC0244.Superseded values are not recommended for survey control.
 MC0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0244.See file dsdata.txt to determine how the superseded data were derived.
 MC0244
 MC0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF564448(NAD 83)
 MC0244_MARKER: DB = BENCH MARK DISK
 MC0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0244_SP_SET: CONCRETE POST
 MC0244_STAMPING: C 307 1967
 MC0244_MARK LOGO: CGS   
 MC0244_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0244+STABILITY: SURFACE MOTION
 MC0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0244+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0244
 MC0244  HISTORY     - Date     Condition        Report By
 MC0244  HISTORY     - 1967     MONUMENTED       CGS
 MC0244  HISTORY     - 1987     MARK NOT FOUND   OHDT
 MC0244  HISTORY     - 19921023 GOOD             NGS
 MC0244
 MC0244                          STATION DESCRIPTION
 MC0244
 MC0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MC0244'1.5 MI SE FROM WILLARD.
 MC0244'ABOUT 1.5 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0244'FROM THE STATION AT WILLARD, NEAR MILEPOLE 65-18, 140 1/2 FEET
 MC0244'WEST OF THE CENTER OF THE CROSSING OF FORT BALL ROAD, 68.6 FEET
 MC0244'SOUTHWEST OF THE SOUTHWEST RAIL, 45 FEET NORTH OF THE CENTER LINE
 MC0244'OF THE ROAD, 7 FEET EAST OF A POWER LINE POLE, 1.3 FEET WEST OF
 MC0244'A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT
 MC0244'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 MC0244'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 MC0244
 MC0244                          STATION RECOVERY (1987)
 MC0244
 MC0244'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0244'MARK NOT FOUND.
 MC0244
 MC0244                          STATION RECOVERY (1992)
 MC0244
 MC0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0244'IN WILLARD, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 MC0244'NEAL ZICK ROAD, 20.8 M (68.2 FT) SOUTHWEST OF THE NEAR RAIL, 13.7 M
 MC0244'(44.9 FT) NORTH OF THE CENTERLINE OF THE ROAD, 2.6 M (8.5 FT)
 MC0244'SOUTHWEST OF A UTILITY POLE, 2.0 M (6.6 FT) EAST OF UTILITY POLE
 MC0244'NUMBER 524 97 AND A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 MC0244'THE TRACK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1588 ***********************************************************************
 KZ1588  DESIGNATION -  C 308
 KZ1588  PID         -  KZ1588
 KZ1588  STATE/COUNTY-  OH/FRANKLIN
 KZ1588  USGS QUAD   -  POWELL (1988)
 KZ1588
 KZ1588                         *CURRENT SURVEY CONTROL
 KZ1588  ___________________________________________________________________
 KZ1588* NAD 83(1986)-  40 08 10.     (N)    083 00 20.     (W)     SCALED    
 KZ1588* NAVD 88     -       285.853  (meters)     937.84   (feet)  ADJUSTED  
 KZ1588  ___________________________________________________________________
 KZ1588  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ1588  DYNAMIC HT  -         285.702 (meters)     937.34  (feet)  COMP
 KZ1588  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 KZ1588
 KZ1588  VERT ORDER  -  FIRST     CLASS I
 KZ1588
 KZ1588.The horizontal coordinates were scaled from a topographic map and have
 KZ1588.an estimated accuracy of +/- 6 seconds.
 KZ1588
 KZ1588.The orthometric height was determined by differential leveling
 KZ1588.and adjusted by the National Geodetic Survey in June 1991..
 KZ1588
 KZ1588.The geoid height was determined by GEOID03.
 KZ1588
 KZ1588.The dynamic height is computed by dividing the NAVD 88
 KZ1588.geopotential number by the normal gravity value computed on the
 KZ1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1588.degrees latitude (g = 980.6199 gals.).
 KZ1588
 KZ1588.The modeled gravity was interpolated from observed gravity values.
 KZ1588
 KZ1588;                    North         East    Units  Estimated Accuracy
 KZ1588;SPC OH S     -   237,270.      556,910.      MT  (+/- 180 meters Scaled)
 KZ1588
 KZ1588                          SUPERSEDED SURVEY CONTROL
 KZ1588
 KZ1588  NGVD 29 (??/??/92)  286.011  (m)          938.35   (f) ADJ UNCH    1 1
 KZ1588
 KZ1588.Superseded values are not recommended for survey control.
 KZ1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1588.See file dsdata.txt to determine how the superseded data were derived.
 KZ1588
 KZ1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE291447(NAD 83)
 KZ1588_MARKER: DB = BENCH MARK DISK
 KZ1588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1588_SP_SET: ABUTMENT
 KZ1588_STAMPING: C 308 1967
 KZ1588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1588+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003
 KZ1588
 KZ1588  HISTORY     - Date     Condition        Report By
 KZ1588  HISTORY     - 1967     MONUMENTED       CGS
 KZ1588  HISTORY     - 1990     GOOD             USPSQD
 KZ1588  HISTORY     - 20030801 GOOD             USPSQD
 KZ1588  HISTORY     - 20030802 GOOD             USPSQD
 KZ1588
 KZ1588                          STATION DESCRIPTION
 KZ1588
 KZ1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1588'3.2 MI N FROM WORTHINGTON.
 KZ1588'ABOUT 3.25 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1588'FROM THE CROSSING OF STATE HIGHWAY 161 AT WORTHINGTON, ABOUT
 KZ1588'0.5 MILE NORTH OF MILEPOST 127, NEAR THE DELAWARE-FRANKLIN COUNTY
 KZ1588'LINE, SET ON THE TOP OF THE WEST END OF THE SOUTH ABUTMENT
 KZ1588'OF THE RAILROAD OVERPASS OVER LAZELLE ROAD, 9 FEET WEST OF THE
 KZ1588'WEST RAIL, 3 FEET BELOW THE LEVEL OF THE TRACK.
 KZ1588
 KZ1588                          STATION RECOVERY (1990)
 KZ1588
 KZ1588'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1588'RECOVERED IN GOOD CONDITION.
 KZ1588
 KZ1588                          STATION RECOVERY (2003)
 KZ1588
 KZ1588'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ1588'RECOVERED IN GOOD CONDITION.
 KZ1588
 KZ1588                          STATION RECOVERY (2003)
 KZ1588
 KZ1588'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0737 ***********************************************************************
 JY0737  DESIGNATION -  C 309
 JY0737  PID         -  JY0737
 JY0737  STATE/COUNTY-  OH/FRANKLIN
 JY0737  USGS QUAD   -  LOCKBOURNE (1992)
 JY0737
 JY0737                         *CURRENT SURVEY CONTROL
 JY0737  ___________________________________________________________________
 JY0737* NAD 83(1986)-  39 48 28.     (N)    082 57 46.     (W)     SCALED    
 JY0737* NAVD 88     -       219.635  (meters)     720.59   (feet)  ADJUSTED  
 JY0737  ___________________________________________________________________
 JY0737  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JY0737  DYNAMIC HT  -         219.509 (meters)     720.17  (feet)  COMP
 JY0737  MODELED GRAV-     980,046.2   (mgal)                       NAVD 88
 JY0737
 JY0737  VERT ORDER  -  FIRST     CLASS I
 JY0737
 JY0737.The horizontal coordinates were scaled from a topographic map and have
 JY0737.an estimated accuracy of +/- 6 seconds.
 JY0737
 JY0737.The orthometric height was determined by differential leveling
 JY0737.and adjusted by the National Geodetic Survey in June 1991..
 JY0737
 JY0737.The geoid height was determined by GEOID03.
 JY0737
 JY0737.The dynamic height is computed by dividing the NAVD 88
 JY0737.geopotential number by the normal gravity value computed on the
 JY0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0737.degrees latitude (g = 980.6199 gals.).
 JY0737
 JY0737.The modeled gravity was interpolated from observed gravity values.
 JY0737
 JY0737;                    North         East    Units  Estimated Accuracy
 JY0737;SPC OH S     -   200,790.      560,370.      MT  (+/- 180 meters Scaled)
 JY0737
 JY0737                          SUPERSEDED SURVEY CONTROL
 JY0737
 JY0737  NGVD 29 (??/??/92)  219.809  (m)          721.16   (f) ADJ UNCH    1 1
 JY0737
 JY0737.Superseded values are not recommended for survey control.
 JY0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0737.See file dsdata.txt to determine how the superseded data were derived.
 JY0737
 JY0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE319082(NAD 83)
 JY0737_MARKER: DB = BENCH MARK DISK
 JY0737_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JY0737_SP_SET: 20.0 FEET
 JY0737_STAMPING: C 309 1967
 JY0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0737
 JY0737  HISTORY     - Date     Condition        Report By
 JY0737  HISTORY     - 1967     MONUMENTED       CGS
 JY0737  HISTORY     - 1982     GOOD             LOCSUR
 JY0737
 JY0737                          STATION DESCRIPTION
 JY0737
 JY0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0737'0.2 MI S FROM LOCKBOURNE.
 JY0737'ABOUT 0.2 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0737'FROM THE OVERPASS OVER CANAL ROAD AT LOCKBOURNE, ABOUT 188
 JY0737'YARDS SOUTH OF AND ACROSS THE TRACKS FROM MILEPOST N 691, 125
 JY0737'FEET SOUTHEAST OF THE CENTER OF A SWITCH AT THE NORTH END OF
 JY0737'A SIDING, 37 FEET SOUTHWEST OF AND ACROSS ONE SIDETRACK FROM
 JY0737'THE SOUTHWEST RAIL OF THE MAIN TRACK, 26 FEET NORTHEAST OF
 JY0737'THE NORTHEAST RAIL OF A SIDETRACK LEADING TO LOCKBOURNE AIR
 JY0737'FORCE BASE, 2 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET
 JY0737'NORTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 JY0737'TRACK, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 JY0737'ONE INCH BELOW THE LEVEL OF THE GROUND AND PROTECTED BY A 6-INCH
 JY0737'METAL PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 JY0737'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 20.0 FEET.
 JY0737
 JY0737                          STATION RECOVERY (1982)
 JY0737
 JY0737'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 JY0737'ABOUT 0.2 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY0737'OVERPASS OVER CANAL ROAD AT LOCKBOUNE, ABOUT 188 YARDS SOUTH OF AND
 JY0737'ACROSS THE TRACKS FROM MILEPOST N 691, 53 FEET WEST-NORTHWEST OF A
 JY0737'STOP BAR FOR A SIDE TRACK, 37 FEET SOUTHWEST OF AND ACROSS ONE SIDE
 JY0737'TRACK FROM THE SOUTHWEST RAIL OF THE MAIN TRACK, 26 FEET NORTHEAST OF
 JY0737'THE NORTHEAST RAIL OF A SIDE TRACK, 2 FEET SOUTHEAST OF A TELEPHONE
 JY0737'POLE, 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0510 ***********************************************************************
 JY0510  DESIGNATION -  C 311
 JY0510  PID         -  JY0510
 JY0510  STATE/COUNTY-  OH/PIKE
 JY0510  USGS QUAD   -  WAVERLY SOUTH (1992)
 JY0510
 JY0510                         *CURRENT SURVEY CONTROL
 JY0510  ___________________________________________________________________
 JY0510* NAD 83(1986)-  39 07 15.     (N)    082 58 40.     (W)     SCALED    
 JY0510* NAVD 88     -       175.726  (meters)     576.53   (feet)  ADJUSTED  
 JY0510  ___________________________________________________________________
 JY0510  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JY0510  DYNAMIC HT  -         175.619 (meters)     576.18  (feet)  COMP
 JY0510  MODELED GRAV-     980,018.8   (mgal)                       NAVD 88
 JY0510
 JY0510  VERT ORDER  -  FIRST     CLASS I
 JY0510
 JY0510.The horizontal coordinates were scaled from a topographic map and have
 JY0510.an estimated accuracy of +/- 6 seconds.
 JY0510
 JY0510.The orthometric height was determined by differential leveling
 JY0510.and adjusted by the National Geodetic Survey in June 1991..
 JY0510
 JY0510.The geoid height was determined by GEOID03.
 JY0510
 JY0510.The dynamic height is computed by dividing the NAVD 88
 JY0510.geopotential number by the normal gravity value computed on the
 JY0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0510.degrees latitude (g = 980.6199 gals.).
 JY0510
 JY0510.The modeled gravity was interpolated from observed gravity values.
 JY0510
 JY0510;                    North         East    Units  Estimated Accuracy
 JY0510;SPC OH S     -   124,540.      558,690.      MT  (+/- 180 meters Scaled)
 JY0510
 JY0510                          SUPERSEDED SURVEY CONTROL
 JY0510
 JY0510  NGVD 29 (??/??/92)  175.879  (m)          577.03   (f) ADJ UNCH    1 1
 JY0510
 JY0510.Superseded values are not recommended for survey control.
 JY0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0510.See file dsdata.txt to determine how the superseded data were derived.
 JY0510
 JY0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD290320(NAD 83)
 JY0510_MARKER: DB = BENCH MARK DISK
 JY0510_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JY0510_SP_SET: 111.0 FEET
 JY0510_STAMPING: C 311 1967
 JY0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0510
 JY0510  HISTORY     - Date     Condition        Report By
 JY0510  HISTORY     - 1967     MONUMENTED       CGS
 JY0510
 JY0510                          STATION DESCRIPTION
 JY0510
 JY0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0510'AT WAVERLY.
 JY0510'AT WAVERLY, ALONG THE NORFOLK AND WESTERN RAILWAY, AT THE SOUTHEAST
 JY0510'END OF MARKET STREET, IN LINE WITH A ROW OF WOODEN GUARD POST,
 JY0510'29.0 FEET EAST-NORTHEAST OF THE EAST CORNER OF THE RAILWAY STATION,
 JY0510'18 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NEAR TRACK, 155
 JY0510'FEET SOUTHEAST OF AND ACROSS THREE SIDE TRACKS FROM BENCH MARK V 119
 JY0510'DESCRIBED, ABOUT LEVEL WITH THE TRACK AND IS A DISK ON THE TOP OF
 JY0510'A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A
 JY0510'6 INCH METAL PIPE WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS
 JY0510'DRIVEN TO REFUSAL AT A DEPTH OF 111.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0461 ***********************************************************************
 MC0461  DESIGNATION -  C 312
 MC0461  PID         -  MC0461
 MC0461  STATE/COUNTY-  OH/SENECA
 MC0461  USGS QUAD   -  TIFFIN SOUTH (1977)
 MC0461
 MC0461                         *CURRENT SURVEY CONTROL
 MC0461  ___________________________________________________________________
 MC0461* NAD 83(1986)-  41 07 18.     (N)    083 11 50.     (W)     SCALED    
 MC0461* NAVD 88     -       232.542  (meters)     762.93   (feet)  POSTED    
 MC0461  ___________________________________________________________________
 MC0461  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 MC0461  DYNAMIC HT  -         232.440 (meters)     762.60  (feet)  COMP
 MC0461  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 MC0461
 MC0461  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MC0461
 MC0461.The horizontal coordinates were scaled from a topographic map and have
 MC0461.an estimated accuracy of +/- 6 seconds.
 MC0461
 MC0461.The orthometric height was determined by differential leveling
 MC0461.and adjusted by the National Geodetic Survey in 1992..
 MC0461.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MC0461.rate of 3.1 thru 4.0 mm/km.
 MC0461
 MC0461.The geoid height was determined by GEOID03.
 MC0461
 MC0461.The dynamic height is computed by dividing the NAVD 88
 MC0461.geopotential number by the normal gravity value computed on the
 MC0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0461.degrees latitude (g = 980.6199 gals.).
 MC0461
 MC0461.The modeled gravity was interpolated from observed gravity values.
 MC0461
 MC0461;                    North         East    Units  Estimated Accuracy
 MC0461;SPC OH N     -   161,810.      541,450.      MT  (+/- 180 meters Scaled)
 MC0461
 MC0461                          SUPERSEDED SURVEY CONTROL
 MC0461
 MC0461  NGVD 29 (??/??/92)  232.723  (m)          763.53   (f) ADJ UNCH    1 1
 MC0461
 MC0461.Superseded values are not recommended for survey control.
 MC0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0461.See file dsdata.txt to determine how the superseded data were derived.
 MC0461
 MC0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF155545(NAD 83)
 MC0461_MARKER: DB = BENCH MARK DISK
 MC0461_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MC0461_SP_SET: 17 FEET
 MC0461_STAMPING: C 312 1968
 MC0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0461
 MC0461  HISTORY     - Date     Condition        Report By
 MC0461  HISTORY     - 1968     MONUMENTED       CGS
 MC0461  HISTORY     - 19921022 MARK NOT FOUND   NGS
 MC0461
 MC0461                          STATION DESCRIPTION
 MC0461
 MC0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0461'0.9 MI W FROM TIFFIN.
 MC0461'ABOUT 0.9 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0461'THE STATION AT TIFFIN, AT MILEPOLE NO. 25-14, 40 1/2 FEET
 MC0461'NORTHWEST OF THE CENTER OF THE CROSSING OF NELSON STREET AND THE
 MC0461'WESTBOUND TRACK, 24.4 FEET NORTH OF THE NORTH RAIL OF THE
 MC0461'WESTBOUND TRACK, 23 FEET WEST OF THE CENTER LINE OF THE STREET,
 MC0461'2.7 FEET NORTH OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE
 MC0461'AROUND AN OHIO POWER SUBSTATION, 0.4 FOOT EAST OF THE NORTH-SOUTH
 MC0461'FENCE LINE, 0.5 FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 MC0461'BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A
 MC0461'COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE GROUND AND
 MC0461'PROTECTED BY A 4-INCH METAL PIPE WHICH PROJECTS 4 INCHES ABOVE
 MC0461'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 MC0461'DEPTH OF 17 FEET.  IN SECTION 24, R15E, T2N.
 MC0461
 MC0461                          STATION RECOVERY (1992)
 MC0461
 MC0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0461'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0728 ***********************************************************************
 MC0728  DESIGNATION -  C 313
 MC0728  PID         -  MC0728
 MC0728  STATE/COUNTY-  OH/LUCAS
 MC0728  USGS QUAD   -  TOLEDO (1980)
 MC0728
 MC0728                         *CURRENT SURVEY CONTROL
 MC0728  ___________________________________________________________________
 MC0728* NAD 83(1986)-  41 40 45.     (N)    083 31 00.     (W)     SCALED    
 MC0728* NAVD 88     -       177.972  (meters)     583.90   (feet)  ADJUSTED  
 MC0728  ___________________________________________________________________
 MC0728  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0728  DYNAMIC HT  -         177.904 (meters)     583.67  (feet)  COMP
 MC0728  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 MC0728
 MC0728  VERT ORDER  -  FIRST     CLASS I
 MC0728
 MC0728.The horizontal coordinates were scaled from a topographic map and have
 MC0728.an estimated accuracy of +/- 6 seconds.
 MC0728
 MC0728.The orthometric height was determined by differential leveling
 MC0728.and adjusted by the National Geodetic Survey in January 1994..
 MC0728
 MC0728.The geoid height was determined by GEOID03.
 MC0728
 MC0728.The dynamic height is computed by dividing the NAVD 88
 MC0728.geopotential number by the normal gravity value computed on the
 MC0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0728.degrees latitude (g = 980.6199 gals.).
 MC0728
 MC0728.The modeled gravity was interpolated from observed gravity values.
 MC0728
 MC0728;                    North         East    Units  Estimated Accuracy
 MC0728;SPC OH N     -   223,980.      515,350.      MT  (+/- 180 meters Scaled)
 MC0728
 MC0728                          SUPERSEDED SURVEY CONTROL
 MC0728
 MC0728  NAVD 88 (06/15/91)  177.972  (m)          583.90   (f) UNKNOWN     1 1
 MC0728  NGVD 29 (??/??/92)  178.163  (m)          584.52   (f) ADJ UNCH    1 1
 MC0728
 MC0728.Superseded values are not recommended for survey control.
 MC0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0728.See file dsdata.txt to determine how the superseded data were derived.
 MC0728
 MC0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG905172(NAD 83)
 MC0728_MARKER: DB = BENCH MARK DISK
 MC0728_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0728_SP_SET: OVERPASS ABUTMENT
 MC0728_STAMPING: C 313 1968
 MC0728_MARK LOGO: CGS   
 MC0728_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0728+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0728
 MC0728  HISTORY     - Date     Condition        Report By
 MC0728  HISTORY     - 1968     MONUMENTED       CGS
 MC0728  HISTORY     - 1983     GOOD             LOCSUR
 MC0728  HISTORY     - 19930715 GOOD             NGS
 MC0728
 MC0728                          STATION DESCRIPTION
 MC0728
 MC0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0728'AT TOLEDO.
 MC0728'AT TOLEDO, ABOUT 0.55 MILE SOUTH ALONG BUCKEYE STREET FROM
 MC0728'THE INTERSECTION OF MANHATTAN BLVD, SET VERTICALLY IN THE EAST
 MC0728'FACE OF THE WEST PIER OF THE CENTRAL AVENUE OVERPASS OVER BUCKEYE
 MC0728'STREET, 10 FEET WEST OF THE WEST CURB OF THE STREET, IN THE CENTER
 MC0728'OF THE PIER AND 2.8 FEET ABOVE THE LEVEL OF THE GROUND.
 MC0728
 MC0728                          STATION RECOVERY (1983)
 MC0728
 MC0728'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0728'RECOVERED IN GOOD CONDITION.
 MC0728
 MC0728                          STATION RECOVERY (1993)
 MC0728
 MC0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0728'IN TOLEDO, AT THE INTERSECTION OF BUCKEYE STREET AND CENTRAL AVENUE,
 MC0728'SET VERTICALLY IN THE EAST FACE OF THE WEST CONCRETE ABUTMENT OF THE
 MC0728'EASTBOUND AVENUE OVERPASS OF THE STREET, 12.0 M (39.4 FT) NORTH OF
 MC0728'THE SOUTH END OF THE ABUTMENT, 10.9 M (35.8 FT) SOUTH OF THE NORTH
 MC0728'END OF THE ABUTMENT, 6.6 M (21.7 FT) WEST OF THE CENTERLINE OF THE
 MC0728'STREET, 4.5 M (14.8 FT) NORTH OF THE CENTER OF THE OVERPASS, AND 0.9
 MC0728'M (3.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0090 ***********************************************************************
 MD0090  DESIGNATION -  C 314
 MD0090  PID         -  MD0090
 MD0090  STATE/COUNTY-  OH/PUTNAM
 MD0090  USGS QUAD   -  OTTAWA (1977)
 MD0090
 MD0090                         *CURRENT SURVEY CONTROL
 MD0090  ___________________________________________________________________
 MD0090* NAD 83(1986)-  41 06 05.     (N)    084 02 32.     (W)     SCALED    
 MD0090* NAVD 88     -       230.207  (meters)     755.27   (feet)  ADJUSTED  
 MD0090  ___________________________________________________________________
 MD0090  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MD0090  DYNAMIC HT  -         230.098 (meters)     754.91  (feet)  COMP
 MD0090  MODELED GRAV-     980,148.0   (mgal)                       NAVD 88
 MD0090
 MD0090  VERT ORDER  -  FIRST     CLASS I
 MD0090
 MD0090.The horizontal coordinates were scaled from a topographic map and have
 MD0090.an estimated accuracy of +/- 6 seconds.
 MD0090
 MD0090.The orthometric height was determined by differential leveling
 MD0090.and adjusted by the National Geodetic Survey in April 1995..
 MD0090
 MD0090.The geoid height was determined by GEOID03.
 MD0090
 MD0090.The dynamic height is computed by dividing the NAVD 88
 MD0090.geopotential number by the normal gravity value computed on the
 MD0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0090.degrees latitude (g = 980.6199 gals.).
 MD0090
 MD0090.The modeled gravity was interpolated from observed gravity values.
 MD0090
 MD0090;                    North         East    Units  Estimated Accuracy
 MD0090;SPC OH N     -   160,470.      470,460.      MT  (+/- 180 meters Scaled)
 MD0090
 MD0090                          SUPERSEDED SURVEY CONTROL
 MD0090
 MD0090  NAVD 88 (06/15/91)  230.199  (m)          755.24   (f) UNKNOWN     1 1
 MD0090  NGVD 29 (01/19/93)  230.392  (m)          755.88   (f) ADJUSTED    1 1
 MD0090
 MD0090.Superseded values are not recommended for survey control.
 MD0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0090.See file dsdata.txt to determine how the superseded data were derived.
 MD0090
 MD0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL483542(NAD 83)
 MD0090_MARKER: DB = BENCH MARK DISK
 MD0090_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0090_SP_SET: HEADWALL
 MD0090_STAMPING: C 314 1968
 MD0090_MARK LOGO: CGS   
 MD0090_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MD0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0090+STABILITY: SURFACE MOTION
 MD0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0090+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MD0090
 MD0090  HISTORY     - Date     Condition        Report By
 MD0090  HISTORY     - 1968     MONUMENTED       CGS
 MD0090  HISTORY     - 1984     GOOD             USPSQD
 MD0090  HISTORY     - 19921022 GOOD             NGS
 MD0090
 MD0090                          STATION DESCRIPTION
 MD0090
 MD0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0090'2.5 MI W FROM LEIPSIC.
 MD0090'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 113 FROM THE CROSSING
 MD0090'OF THE DETROIT, TOLEDO AND IRONTON RAILROAD AT LEIPSIC, 0.1
 MD0090'MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 109, SET ON THE
 MD0090'TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL FOR A 5-FOOT
 MD0090'CONCRETE CULVERT FOR PIKE RUN, 18.5 FEET NORTH OF THE CENTER
 MD0090'LINE OF THE HIGHWAY AND 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 MD0090'IN SECTION 27, R 7 E, T 2 N.
 MD0090
 MD0090                          STATION RECOVERY (1984)
 MD0090
 MD0090'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD0090'WITNESS POST NEAR BY.
 MD0090
 MD0090                          STATION RECOVERY (1992)
 MD0090
 MD0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0090'5.0 KM (3.10 MI) WESTERLY ALONG STATE HIGHWAY 613 FROM THE JUNCTION
 MD0090'OF STATE HIGHWAY 65 IN LEIPSIC, IN TOP OF AND 0.3 M (1.0 FT) EAST OF
 MD0090'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT, 7.9 M (25.9
 MD0090'FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 5.6 M (18.4 FT) NORTH OF
 MD0090'THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 MD0090'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0230 ***********************************************************************
 MD0230  DESIGNATION -  C 315
 MD0230  PID         -  MD0230
 MD0230  STATE/COUNTY-  OH/PAULDING
 MD0230  USGS QUAD   -  LATTY (1973)
 MD0230
 MD0230                         *CURRENT SURVEY CONTROL
 MD0230  ___________________________________________________________________
 MD0230* NAD 83(1986)-  41 05 06.     (N)    084 36 42.     (W)     SCALED    
 MD0230* NAVD 88     -       223.711  (meters)     733.96   (feet)  ADJUSTED  
 MD0230  ___________________________________________________________________
 MD0230  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MD0230  DYNAMIC HT  -         223.617 (meters)     733.65  (feet)  COMP
 MD0230  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 MD0230
 MD0230  VERT ORDER  -  FIRST     CLASS I
 MD0230
 MD0230.The horizontal coordinates were scaled from a topographic map and have
 MD0230.an estimated accuracy of +/- 6 seconds.
 MD0230
 MD0230.The orthometric height was determined by differential leveling
 MD0230.and adjusted by the National Geodetic Survey in June 1991..
 MD0230
 MD0230.The geoid height was determined by GEOID03.
 MD0230
 MD0230.The dynamic height is computed by dividing the NAVD 88
 MD0230.geopotential number by the normal gravity value computed on the
 MD0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0230.degrees latitude (g = 980.6199 gals.).
 MD0230
 MD0230.The modeled gravity was interpolated from observed gravity values.
 MD0230
 MD0230;                    North         East    Units  Estimated Accuracy
 MD0230;SPC OH N     -   159,650.      422,590.      MT  (+/- 180 meters Scaled)
 MD0230
 MD0230                          SUPERSEDED SURVEY CONTROL
 MD0230
 MD0230  NGVD 29 (01/19/93)  223.868  (m)          734.47   (f) ADJUSTED    1 1
 MD0230
 MD0230.Superseded values are not recommended for survey control.
 MD0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0230.See file dsdata.txt to determine how the superseded data were derived.
 MD0230
 MD0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL006509(NAD 83)
 MD0230_MARKER: DB = BENCH MARK DISK
 MD0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0230_SP_SET: CONCRETE POST
 MD0230_STAMPING: C 315 1968
 MD0230_MARK LOGO: CGS   
 MD0230_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0230+STABILITY: SURFACE MOTION
 MD0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0230+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0230
 MD0230  HISTORY     - Date     Condition        Report By
 MD0230  HISTORY     - 1968     MONUMENTED       CGS
 MD0230  HISTORY     - 19921020 GOOD             NGS
 MD0230
 MD0230                          STATION DESCRIPTION
 MD0230
 MD0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0230'1.5 MI W FROM LATTY.
 MD0230'ABOUT 1.5 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 MD0230'THE CROSSING OF THE PENN CENTRAL RAILROAD AT LATTY, 1.0 MILE
 MD0230'EAST OF COUNTY ROAD NO. 87 CROSSING, NEAR THE CROSSING OF
 MD0230'COUNTY ROAD NO. 95, 55 FEET NORTHEAST OF THE CENTER OF THE
 MD0230'CROSSING, 45.5 FEET NORTH OF THE NORTH RAIL, 22 FEET EAST OF THE
 MD0230'CENTER LINE OF THE ROAD, 2 FEET SOUTHEAST OF A STEEL FENCE
 MD0230'CORNER POST, 1.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE,
 MD0230'2 FEET WEST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF
 MD0230'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 MD0230'INCHES ABOVE THE LEVEL OF THE GROUND.  IN SECTION 35, R2E, T2N.
 MD0230
 MD0230                          STATION RECOVERY (1992)
 MD0230
 MD0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0230'10.2 KM (6.35 MI) EASTERLY ALONG STATE HIGHWAY 613 FROM THE POST
 MD0230'OFFICE IN PAYNE, THENCE 0.7 KM (0.45 MI) SOUTHERLY ALONG COUNTY ROAD
 MD0230'95, 14.3 M (46.9 FT) NORTH OF THE NEAR RAIL OF THE NORFOLK SOUTHERN
 MD0230'RAILROAD, 7.0 M (23.0 FT) EAST OF THE ROAD CENTER, 1.3 M (4.3 FT)
 MD0230'BELOW THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.5 M
 MD0230'(1.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 MD0230'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1032 ***********************************************************************
 MC1032  DESIGNATION -  C 316
 MC1032  PID         -  MC1032
 MC1032  STATE/COUNTY-  OH/LUCAS
 MC1032  USGS QUAD   -  TOLEDO (1980)
 MC1032
 MC1032                         *CURRENT SURVEY CONTROL
 MC1032  ___________________________________________________________________
 MC1032* NAD 83(1986)-  41 38 30.     (N)    083 32 53.     (W)     SCALED    
 MC1032* NAVD 88     -       179.402  (meters)     588.59   (feet)  ADJUSTED  
 MC1032  ___________________________________________________________________
 MC1032  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 MC1032  DYNAMIC HT  -         179.332 (meters)     588.36  (feet)  COMP
 MC1032  MODELED GRAV-     980,231.3   (mgal)                       NAVD 88
 MC1032
 MC1032  VERT ORDER  -  FIRST     CLASS II
 MC1032
 MC1032.The horizontal coordinates were scaled from a topographic map and have
 MC1032.an estimated accuracy of +/- 6 seconds.
 MC1032
 MC1032.The orthometric height was determined by differential leveling
 MC1032.and adjusted by the National Geodetic Survey in June 1991..
 MC1032
 MC1032.The geoid height was determined by GEOID03.
 MC1032
 MC1032.The dynamic height is computed by dividing the NAVD 88
 MC1032.geopotential number by the normal gravity value computed on the
 MC1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1032.degrees latitude (g = 980.6199 gals.).
 MC1032
 MC1032.The modeled gravity was interpolated from observed gravity values.
 MC1032
 MC1032;                    North         East    Units  Estimated Accuracy
 MC1032;SPC OH N     -   219,850.      512,690.      MT  (+/- 180 meters Scaled)
 MC1032
 MC1032                          SUPERSEDED SURVEY CONTROL
 MC1032
 MC1032  NGVD 29 (06/03/92)  179.599  (m)          589.23   (f) ADJUSTED    1 2
 MC1032
 MC1032.Superseded values are not recommended for survey control.
 MC1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1032.See file dsdata.txt to determine how the superseded data were derived.
 MC1032
 MC1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG877131(NAD 83)
 MC1032_MARKER: I = METAL ROD
 MC1032_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1032_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1032_STAMPING: C 316 1980
 MC1032_MARK LOGO: NGS   
 MC1032_PROJECTION: FLUSH
 MC1032_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC1032+STABILITY: POSITION/ELEVATION WELL
 MC1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1032+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC1032_ROD/PIPE-DEPTH: 10.7 meters
 MC1032_SLEEVE-DEPTH  : 6.1 meters
 MC1032
 MC1032  HISTORY     - Date     Condition        Report By
 MC1032  HISTORY     - 1980     MONUMENTED       NGS
 MC1032  HISTORY     - 19930715 GOOD             NGS
 MC1032
 MC1032                          STATION DESCRIPTION
 MC1032
 MC1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1032'IN TOLEDO.
 MC1032'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 MC1032'IN TOLEDO, UNDER THE NORTHBOUND LANE OF INTERSTATE 75 BRIDGE OVER
 MC1032'COLLINWOOD BOULEVARD, SET BETWEEN THE SECOND AND THIRD PILLARS OF THE
 MC1032'SECOND ROW OF PILLARS NORTH OF THE NORTHBOUND LANES OF COLLINGWOOD
 MC1032'BOULEVARD, 27.5 METERS (90.0 FEET) NORTH OF THE NORTH CURB OF THE
 MC1032'NORTHBOUND LANES OF COLLINGWOOD BOULDVARD, 1.9 METERS (6.3 FEET) WEST
 MC1032'OF THE WEST FACE OF THE SECOND PILLAR FROM THE WEST, 2.05 METERS (6.7
 MC1032'FEET) EAST OF THE EAST FACE OF THE THIRD PILLAR FROM THE WEST.
 MC1032
 MC1032                          STATION RECOVERY (1993)
 MC1032
 MC1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC1032'IN TOLEDO, AT THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 MC1032'COLLINGWOOD AVENUE, NEAR THE CENTER OF THE SECOND SET OF FOUR COLUMNS
 MC1032'NORTH OF THE WESTBOUND LANES OF THE AVENUE OF THE HIGHWAY OVERPASS OF
 MC1032'THE AVENUE, 31.9 M (104.7 FT) NORTH OF THE CENTERLINE OF THE
 MC1032'WESTBOUND LANES OF THE AVENUE, 2.05 M (6.73 FT) EAST-SOUTHEAST OF THE
 MC1032'EAST FACE OF THE THIRD COLUMN, 1.9 M (6.2 FT) WEST-NORTHWEST OF THE
 MC1032'WEST FACE OF THE SECOND COLUMN, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 MC1032'AVENUE, AND 0.1 M (0.3 FT) EAST OF THE CENTER OF THE OVERPASS.
 MC1032'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1006 ***********************************************************************
 MC1006  DESIGNATION -  C 317
 MC1006  PID         -  MC1006
 MC1006  STATE/COUNTY-  OH/OTTAWA
 MC1006  USGS QUAD   -  LACARNE (1980)
 MC1006
 MC1006                         *CURRENT SURVEY CONTROL
 MC1006  ___________________________________________________________________
 MC1006* NAD 83(1986)-  41 31 02.     (N)    083 01 14.     (W)     SCALED    
 MC1006* NAVD 88     -       176.200  (meters)     578.08   (feet)  ADJUSTED  
 MC1006  ___________________________________________________________________
 MC1006  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 MC1006  DYNAMIC HT  -         176.127 (meters)     577.84  (feet)  COMP
 MC1006  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 MC1006
 MC1006  VERT ORDER  -  FIRST     CLASS II
 MC1006
 MC1006.The horizontal coordinates were scaled from a topographic map and have
 MC1006.an estimated accuracy of +/- 6 seconds.
 MC1006
 MC1006.The orthometric height was determined by differential leveling
 MC1006.and adjusted by the National Geodetic Survey in June 1991..
 MC1006
 MC1006.The geoid height was determined by GEOID03.
 MC1006
 MC1006.The dynamic height is computed by dividing the NAVD 88
 MC1006.geopotential number by the normal gravity value computed on the
 MC1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1006.degrees latitude (g = 980.6199 gals.).
 MC1006
 MC1006.The modeled gravity was interpolated from observed gravity values.
 MC1006
 MC1006;                    North         East    Units  Estimated Accuracy
 MC1006;SPC OH N     -   205,630.      556,550.      MT  (+/- 180 meters Scaled)
 MC1006
 MC1006                          SUPERSEDED SURVEY CONTROL
 MC1006
 MC1006  NGVD 29 (06/03/92)  176.406  (m)          578.76   (f) ADJUSTED    1 2
 MC1006
 MC1006.Superseded values are not recommended for survey control.
 MC1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1006.See file dsdata.txt to determine how the superseded data were derived.
 MC1006
 MC1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF313981(NAD 83)
 MC1006_MARKER: I = METAL ROD
 MC1006_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC1006_SP_SET: STAINLESS STEEL ROD
 MC1006_STAMPING: C 317 1980
 MC1006_PROJECTION: FLUSH
 MC1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1006+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 MC1006_ROD/PIPE-DEPTH: 6.1  meters
 MC1006
 MC1006  HISTORY     - Date     Condition        Report By
 MC1006  HISTORY     - 1980     MONUMENTED       NGS
 MC1006  HISTORY     - 20040729 GOOD             OHDT
 MC1006
 MC1006                          STATION DESCRIPTION
 MC1006
 MC1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1006'10.65 KM EAST FROM OAK HARBOR.
 MC1006'10.4 KILOMETERS (6.45 MILES) EAST ALONG THE PENN CENTRAL RAILROAD FROM
 MC1006'THE CROSSING OF STATE HIGHWAY 19 IN OAK HARBOR, THENCE 0.24 KILOMETERS
 MC1006'(O.15 MILE) SOUTH ALONG STATE HIGHWAY 358, AT THE T-JUNCTION OF STATE
 MC1006'HIGHWAY 163, SET IN THE LAWN ON THE SOUTH SIDE OF A FRAME HOUSE, 15.3
 MC1006'METERS (50.2 FEET) NORTH OF THE CENTER LINE OF STATE HIGHWAY 163,
 MC1006'16.15 METERS (53.0 FEET) WEST OF THE CENTER LINE OF STATE HIGHWAY 358,
 MC1006'13.25 METERS (43.4 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 MC1006'THE HOUSE, 1.77 METERS (5.8 FEET) NORTH OF POWER POLE WITH A
 MC1006'TRANSFORMER NUMBER 55878.
 MC1006'THE MARK IS 1.0 M BELOW HWY 163.
 MC1006
 MC1006                          STATION RECOVERY (2004)
 MC1006
 MC1006'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1006'MARK IS POORLY SUITED TO GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0965 ***********************************************************************
 MC0965  DESIGNATION -  C 318
 MC0965  PID         -  MC0965
 MC0965  STATE/COUNTY-  OH/ERIE
 MC0965  USGS QUAD   -  SANDUSKY (1969)
 MC0965
 MC0965                         *CURRENT SURVEY CONTROL
 MC0965  ___________________________________________________________________
 MC0965* NAD 83(1986)-  41 26 28.     (N)    082 44 50.     (W)     SCALED    
 MC0965* NAVD 88     -       180.245  (meters)     591.35   (feet)  ADJUSTED  
 MC0965  ___________________________________________________________________
 MC0965  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC0965  DYNAMIC HT  -         180.170 (meters)     591.11  (feet)  COMP
 MC0965  MODELED GRAV-     980,205.9   (mgal)                       NAVD 88
 MC0965
 MC0965  VERT ORDER  -  FIRST     CLASS II
 MC0965
 MC0965.The horizontal coordinates were scaled from a topographic map and have
 MC0965.an estimated accuracy of +/- 6 seconds.
 MC0965
 MC0965.The orthometric height was determined by differential leveling
 MC0965.and adjusted by the National Geodetic Survey in June 1991..
 MC0965
 MC0965.The geoid height was determined by GEOID03.
 MC0965
 MC0965.The dynamic height is computed by dividing the NAVD 88
 MC0965.geopotential number by the normal gravity value computed on the
 MC0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0965.degrees latitude (g = 980.6199 gals.).
 MC0965
 MC0965.The modeled gravity was interpolated from observed gravity values.
 MC0965
 MC0965;                    North         East    Units  Estimated Accuracy
 MC0965;SPC OH N     -   197,080.      579,340.      MT  (+/- 180 meters Scaled)
 MC0965
 MC0965                          SUPERSEDED SURVEY CONTROL
 MC0965
 MC0965  NGVD 29 (06/03/92)  180.463  (m)          592.07   (f) ADJUSTED    1 2
 MC0965
 MC0965.Superseded values are not recommended for survey control.
 MC0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0965.See file dsdata.txt to determine how the superseded data were derived.
 MC0965
 MC0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF540892(NAD 83)
 MC0965_MARKER: I = METAL ROD
 MC0965_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0965_SP_SET: STAINLESS STEEL ROD
 MC0965_STAMPING: C 318 1980
 MC0965_PROJECTION: FLUSH
 MC0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0965+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 MC0965_ROD/PIPE-DEPTH: 6.5  meters
 MC0965
 MC0965  HISTORY     - Date     Condition        Report By
 MC0965  HISTORY     - 1980     MONUMENTED       NGS
 MC0965  HISTORY     - 20040803 GOOD             OHDT
 MC0965
 MC0965                          STATION DESCRIPTION
 MC0965
 MC0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0965'1.1 KM WEST FROM SANDUSKY.
 MC0965'1.1 KILOMETERS (0.7 MILE) WEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION
 MC0965'OF STATE HIGHWAY 101 AND 412 ON THE WEST SIDE OF SANDUSKY, 0.08
 MC0965'KILOMETER (0.05 MILE) WEST OF THE JUNCTION OF GEORGE STREET, SET IN
 MC0965'THE LAWN ON THE NORTH SIDE OF THE THIRD NATIONAL BANK, 8.85 METERS
 MC0965'(29.0 FEET) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20.1 METERS
 MC0965'(66.0 FEET) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE BANK,
 MC0965'5.8 METERS (19.0 FEET) NORTHEAST OF A METAL FLAG POLE, 8.1 METERS
 MC0965'(26.6 FEET) EAST OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION
 MC0965'OF A BANK SIGN, 2.0 METERS (6.6 FEET) WEST OF A POWER POLE SUPPORTING
 MC0965'A STREET LAMP.
 MC0965'THE MARK IS 0.5 M BELOW HIGHWAY.
 MC0965
 MC0965                          STATION RECOVERY (2004)
 MC0965
 MC0965'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0918 ***********************************************************************
 MC0918  DESIGNATION -  C 319
 MC0918  PID         -  MC0918
 MC0918  STATE/COUNTY-  OH/LORAIN
 MC0918  USGS QUAD   -  VERMILION EAST (1979)
 MC0918
 MC0918                         *CURRENT SURVEY CONTROL
 MC0918  ___________________________________________________________________
 MC0918* NAD 83(1986)-  41 25 28.     (N)    082 18 38.     (W)     SCALED    
 MC0918* NAVD 88     -       194.876  (meters)     639.36   (feet)  ADJUSTED  
 MC0918  ___________________________________________________________________
 MC0918  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 MC0918  DYNAMIC HT  -         194.798 (meters)     639.10  (feet)  COMP
 MC0918  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
 MC0918
 MC0918  VERT ORDER  -  FIRST     CLASS II
 MC0918
 MC0918.The horizontal coordinates were scaled from a topographic map and have
 MC0918.an estimated accuracy of +/- 6 seconds.
 MC0918
 MC0918.The orthometric height was determined by differential leveling
 MC0918.and adjusted by the National Geodetic Survey in June 1991..
 MC0918
 MC0918.The geoid height was determined by GEOID03.
 MC0918
 MC0918.The dynamic height is computed by dividing the NAVD 88
 MC0918.geopotential number by the normal gravity value computed on the
 MC0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0918.degrees latitude (g = 980.6199 gals.).
 MC0918
 MC0918.The modeled gravity was interpolated from observed gravity values.
 MC0918
 MC0918;                    North         East    Units  Estimated Accuracy
 MC0918;SPC OH N     -   195,210.      615,840.      MT  (+/- 180 meters Scaled)
 MC0918
 MC0918                          SUPERSEDED SURVEY CONTROL
 MC0918
 MC0918  NGVD 29 (06/03/92)  195.114  (m)          640.14   (f) ADJUSTED    1 2
 MC0918
 MC0918.Superseded values are not recommended for survey control.
 MC0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0918.See file dsdata.txt to determine how the superseded data were derived.
 MC0918
 MC0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF904867(NAD 83)
 MC0918_MARKER: I = METAL ROD
 MC0918_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC0918+WITH SETTING: INFORMATION.
 MC0918_SP_SET: SHALLOW SET METAL ROD
 MC0918_STAMPING: C 319 1980
 MC0918_PROJECTION: FLUSH
 MC0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0918+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 MC0918_ROD/PIPE-DEPTH: 1.3  meters
 MC0918
 MC0918  HISTORY     - Date     Condition        Report By
 MC0918  HISTORY     - 1980     MONUMENTED       NGS
 MC0918  HISTORY     - 19970419 GOOD             USPSQD
 MC0918  HISTORY     - 20040819 GOOD             OHDT
 MC0918
 MC0918                          STATION DESCRIPTION
 MC0918
 MC0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0918'4.1 KM EAST FROM VERMILION.
 MC0918'4.1 KILOMETERS (2.55 MILES) EAST ALONG US HIGHWAY 6 FROM THE WEST END
 MC0918'OF THE BRIDGE OVER THE VERMILION RIVER IN VERMILION, AT THE SOUTHWEST
 MC0918'CORNER OF THE JUNCTION OF WOODSIDE AVENUE, SET IN THE GRASSY AREA ON
 MC0918'THE NORTH SIDE OF THE (CRAFT BOUTIQUE) A SMALL HOBBY STORE, 23.5
 MC0918'METERS (77.0 FEET) WEST OF THE CENTER OF WOODSIDE AVENUE, 6.9 METERS
 MC0918'(22.6 FEET) NORTHEAST OF THE NORTHWEST CORNER OF THE STORE, 4.15
 MC0918'METERS (13.6 FEET) SOUTH OF THE SOUTH CURB OF THE HIGHWAY, 1.9 METERS
 MC0918'(6.2 FEET) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A SQUARE CONCRETE
 MC0918'SEWER DRAIN, 0.8 METER (2.6 FEET) EAST-NORTHEAST OF THE MOST WESTERLY
 MC0918'POST FOR A METAL GUARD RAIL.
 MC0918'NOTE--MARK WAS DRIVEN TWICE IN THIS AREA AND REFUSAL WAS HIT BOTH
 MC0918'TIMES AT 1.3 METERS.
 MC0918'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MC0918
 MC0918                          STATION RECOVERY (1997)
 MC0918
 MC0918'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC0918'RECOVERED IN GOOD CONDITION.
 MC0918
 MC0918                          STATION RECOVERY (2004)
 MC0918
 MC0918'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0918'CRAFT STORE IS NOW THE NEW FREEDOM GOSPEL CHURCH
 MC0918' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1470 ***********************************************************************
 KY1470  DESIGNATION -  C 32
 KY1470  PID         -  KY1470
 KY1470  STATE/COUNTY-  OH/COSHOCTON
 KY1470  USGS QUAD   -  KILLBUCK (1994)
 KY1470
 KY1470                         *CURRENT SURVEY CONTROL
 KY1470  ___________________________________________________________________
 KY1470* NAD 83(1986)-  40 23 00.     (N)    081 58 10.     (W)     SCALED    
 KY1470* NAVD 88     -       241.834  (meters)     793.42   (feet)  ADJUSTED  
 KY1470  ___________________________________________________________________
 KY1470  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KY1470  DYNAMIC HT  -         241.715 (meters)     793.03  (feet)  COMP
 KY1470  MODELED GRAV-     980,126.3   (mgal)                       NAVD 88
 KY1470
 KY1470  VERT ORDER  -  SECOND    CLASS 0
 KY1470
 KY1470.The horizontal coordinates were scaled from a topographic map and have
 KY1470.an estimated accuracy of +/- 6 seconds.
 KY1470
 KY1470.The orthometric height was determined by differential leveling
 KY1470.and adjusted by the National Geodetic Survey in June 1991..
 KY1470
 KY1470.The geoid height was determined by GEOID03.
 KY1470
 KY1470.The dynamic height is computed by dividing the NAVD 88
 KY1470.geopotential number by the normal gravity value computed on the
 KY1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1470.degrees latitude (g = 980.6199 gals.).
 KY1470
 KY1470.The modeled gravity was interpolated from observed gravity values.
 KY1470
 KY1470;                    North         East    Units  Estimated Accuracy
 KY1470;SPC OH N     -    79,720.      645,050.      MT  (+/- 180 meters Scaled)
 KY1470
 KY1470                          SUPERSEDED SURVEY CONTROL
 KY1470
 KY1470  NGVD 29 (??/??/92)  242.044  (m)          794.11   (f) ADJ UNCH    2 0
 KY1470
 KY1470.Superseded values are not recommended for survey control.
 KY1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1470.See file dsdata.txt to determine how the superseded data were derived.
 KY1470
 KY1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME177707(NAD 83)
 KY1470_MARKER: DB = BENCH MARK DISK
 KY1470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1470_SP_SET: ABUTMENT
 KY1470_STAMPING: C 32 1934
 KY1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1470
 KY1470  HISTORY     - Date     Condition        Report By
 KY1470  HISTORY     - 1934     MONUMENTED       CGS
 KY1470  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 KY1470
 KY1470                          STATION DESCRIPTION
 KY1470
 KY1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1470'1.5 MI S FROM BLISSFIELD.
 KY1470'1.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1470'STATION AT BLISSFIELD, COSHOCTON COUNTY, 0.1 MILE NORTHWEST OF
 KY1470'A SAND ELEVATOR, AT THE NORTH SPAN OF A BRIDGE OVER KILLBUCK
 KY1470'CREEK, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT, ONE
 KY1470'FOOT NORTHWEST OF THE SOUTH SIDE OF THE CORNER, 10 FEET EAST
 KY1470'OF THE EAST RAIL, AND ABOUT 18 INCHES LOWER THAN THE TRACK.
 KY1470'A STANDARD DISK, STAMPED C 32 1934.
 KY1470
 KY1470                          STATION RECOVERY (2004)
 KY1470
 KY1470'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY1470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1537 ***********************************************************************
 MB1537  DESIGNATION -  C 320
 MB1537  PID         -  MB1537
 MB1537  STATE/COUNTY-  OH/LORAIN
 MB1537  USGS QUAD   -  WEST VIEW (1994)
 MB1537
 MB1537                         *CURRENT SURVEY CONTROL
 MB1537  ___________________________________________________________________
 MB1537* NAD 83(1986)-  41 30 45.     (N)    081 59 50.     (W)     SCALED    
 MB1537* NAVD 88     -       182.848  (meters)     599.89   (feet)  ADJUSTED  
 MB1537  ___________________________________________________________________
 MB1537  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB1537  DYNAMIC HT  -         182.778 (meters)     599.66  (feet)  COMP
 MB1537  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 MB1537
 MB1537  VERT ORDER  -  FIRST     CLASS II
 MB1537
 MB1537.The horizontal coordinates were scaled from a topographic map and have
 MB1537.an estimated accuracy of +/- 6 seconds.
 MB1537
 MB1537.The orthometric height was determined by differential leveling
 MB1537.and adjusted by the National Geodetic Survey in June 1991..
 MB1537
 MB1537.The geoid height was determined by GEOID03.
 MB1537
 MB1537.The dynamic height is computed by dividing the NAVD 88
 MB1537.geopotential number by the normal gravity value computed on the
 MB1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1537.degrees latitude (g = 980.6199 gals.).
 MB1537
 MB1537.The modeled gravity was interpolated from observed gravity values.
 MB1537
 MB1537;                    North         East    Units  Estimated Accuracy
 MB1537;SPC OH N     -   205,100.      641,970.      MT  (+/- 180 meters Scaled)
 MB1537
 MB1537                          SUPERSEDED SURVEY CONTROL
 MB1537
 MB1537  NGVD 29 (06/03/92)  183.094  (m)          600.70   (f) ADJUSTED    1 2
 MB1537
 MB1537.Superseded values are not recommended for survey control.
 MB1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1537.See file dsdata.txt to determine how the superseded data were derived.
 MB1537
 MB1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF167961(NAD 83)
 MB1537_MARKER: I = METAL ROD
 MB1537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1537_SP_SET: STAINLESS STEEL ROD
 MB1537_STAMPING: C 320 1980
 MB1537_PROJECTION: FLUSH
 MB1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1537_ROD/PIPE-DEPTH: 3.0  meters
 MB1537
 MB1537  HISTORY     - Date     Condition        Report By
 MB1537  HISTORY     - 1980     MONUMENTED       NGS
 MB1537
 MB1537                          STATION DESCRIPTION
 MB1537
 MB1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1537'IN AVON LAKE.
 MB1537'IN AVON LAKE, AT THE JUNCTIONS OF JAYCOX AND CLOVELAND ROADS WITH
 MB1537'LAKE ROAD (US HIGHWAY 6 AND STATE HIGHWAY 2) SET IN THE SOUTHWEST
 MB1537'CORNER OF JAYCOX ROAD NORTH OF A LARGE POWER POLE (NO NUMBER) WITH
 MB1537'A STREET LIGHT AND FOUR GUY WIRES, 1.88 KILOMETERS (1.15 MILES) EAST
 MB1537'OF THE JUNCTION OF STATE HIGHWAY 83, 25.01 METERS (82 FEET) NORTHEAST
 MB1537'OF THE NORTHEAST CORNER OF THE 2-CAR GARAGE OF HOUSE NUMBER 32293,
 MB1537'16.16 METERS (53.0 FEET) SOUTH OF THE CENTER LINE OF HIGHWAY 6 AND 2,
 MB1537'7.01 METERS (23.0 FEET) WEST OF THE CENTER LINE OF JAYCOX ROAD, 1.74
 MB1537'METERS (5.7 FEET) NORTH OF THE POWER POLE, 0.91 METERS (3.0 FEET) EAST
 MB1537'OF THE EAST EDGE OF THE SIDEWALK OF JAYCOX ROAD.
 MB1537'NOTE-THE ROD WAS DRIVEN TO REFUSAL AT 3.0 METERS.
 MB1537'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MB1537'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0920 ***********************************************************************
 MC0920  DESIGNATION -  C 321
 MC0920  PID         -  MC0920
 MC0920  STATE/COUNTY-  OH/ERIE
 MC0920  USGS QUAD   -  VERMILION EAST (1979)
 MC0920
 MC0920                         *CURRENT SURVEY CONTROL
 MC0920  ___________________________________________________________________
 MC0920* NAD 83(1986)-  41 25 19.     (N)    082 21 52.     (W)     SCALED    
 MC0920* NAVD 88     -       181.082  (meters)     594.10   (feet)  ADJUSTED  
 MC0920  ___________________________________________________________________
 MC0920  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 MC0920  DYNAMIC HT  -         181.009 (meters)     593.86  (feet)  COMP
 MC0920  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 MC0920
 MC0920  VERT ORDER  -  FIRST     CLASS II
 MC0920
 MC0920.The horizontal coordinates were scaled from a topographic map and have
 MC0920.an estimated accuracy of +/- 6 seconds.
 MC0920
 MC0920.The orthometric height was determined by differential leveling
 MC0920.and adjusted by the National Geodetic Survey in June 1991..
 MC0920
 MC0920.The geoid height was determined by GEOID03.
 MC0920
 MC0920.The dynamic height is computed by dividing the NAVD 88
 MC0920.geopotential number by the normal gravity value computed on the
 MC0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0920.degrees latitude (g = 980.6199 gals.).
 MC0920
 MC0920.The modeled gravity was interpolated from observed gravity values.
 MC0920
 MC0920;                    North         East    Units  Estimated Accuracy
 MC0920;SPC OH N     -   194,930.      611,330.      MT  (+/- 180 meters Scaled)
 MC0920
 MC0920                          SUPERSEDED SURVEY CONTROL
 MC0920
 MC0920  NGVD 29 (06/03/92)  181.317  (m)          594.87   (f) ADJUSTED    1 2
 MC0920
 MC0920.Superseded values are not recommended for survey control.
 MC0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0920.See file dsdata.txt to determine how the superseded data were derived.
 MC0920
 MC0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF859864(NAD 83)
 MC0920_MARKER: I = METAL ROD
 MC0920_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC0920_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC0920_STAMPING: C 321 1980
 MC0920_PROJECTION: FLUSH
 MC0920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0920+STABILITY: POSITION/ELEVATION WELL
 MC0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0920+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 MC0920_ROD/PIPE-DEPTH: 5.5  meters
 MC0920_SLEEVE-DEPTH  : 3.0 meters
 MC0920
 MC0920  HISTORY     - Date     Condition        Report By
 MC0920  HISTORY     - 1980     MONUMENTED       NGS
 MC0920  HISTORY     - 20040819 GOOD             OHDT
 MC0920
 MC0920                          STATION DESCRIPTION
 MC0920
 MC0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0920'IN VERMILION.
 MC0920'IN VERMILION, AT THE NORTHEAST CORNER OF THE INTERSECTION OF MAIN
 MC0920'STREET AND US HIGHWAY 6, SET IN THE EXCHANGE PARK AND IS NORTH OF THE
 MC0920'NORTH FACE OF THE OCTAGON CONCRETE BASE OF THE LARGE METAL FLAG POLE
 MC0920'IN THE PARK, 35.05 METERS (115.0 FEET) NORTH OF THE CENTER LINE OF THE
 MC0920'HIGHWAY, 15.25 METERS (50.0 FEET) EAST OF THE CENTER OF MAIN STREET,
 MC0920'10.98 METERS (36.0 FEET) NORTHEAST OF A FIRE HYDRANT, 3.05 METERS
 MC0920'(10.0 FEET) NORTH OF BENCH MARK (VERMILION 1934) WHICH IS SET IN TOP
 MC0920'OF THE SOUTHWEST SIDE OF THE OCTAGON BASE OF THE FLAG POLE.
 MC0920'THE MARK IS ABOVE LEVEL WITH GROUND.
 MC0920
 MC0920                          STATION RECOVERY (2004)
 MC0920
 MC0920'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1557 ***********************************************************************
 MB1557  DESIGNATION -  C 322
 MB1557  PID         -  MB1557
 MB1557  STATE/COUNTY-  OH/CUYAHOGA
 MB1557  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1557
 MB1557                         *CURRENT SURVEY CONTROL
 MB1557  ___________________________________________________________________
 MB1557* NAD 83(1986)-  41 31 02.     (N)    081 39 45.     (W)     SCALED    
 MB1557* NAVD 88     -       191.386  (meters)     627.91   (feet)  ADJUSTED  
 MB1557  ___________________________________________________________________
 MB1557  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB1557  DYNAMIC HT  -         191.311 (meters)     627.66  (feet)  COMP
 MB1557  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 MB1557
 MB1557  VERT ORDER  -  FIRST     CLASS II
 MB1557
 MB1557.The horizontal coordinates were scaled from a topographic map and have
 MB1557.an estimated accuracy of +/- 6 seconds.
 MB1557
 MB1557.The orthometric height was determined by differential leveling
 MB1557.and adjusted by the National Geodetic Survey in June 1991..
 MB1557
 MB1557.The geoid height was determined by GEOID03.
 MB1557
 MB1557.The dynamic height is computed by dividing the NAVD 88
 MB1557.geopotential number by the normal gravity value computed on the
 MB1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1557.degrees latitude (g = 980.6199 gals.).
 MB1557
 MB1557.The modeled gravity was interpolated from observed gravity values.
 MB1557
 MB1557;                    North         East    Units  Estimated Accuracy
 MB1557;SPC OH N     -   205,840.      669,910.      MT  (+/- 180 meters Scaled)
 MB1557
 MB1557                          SUPERSEDED SURVEY CONTROL
 MB1557
 MB1557  NGVD 29 (06/03/92)  191.618  (m)          628.67   (f) ADJUSTED    1 2
 MB1557
 MB1557.Superseded values are not recommended for survey control.
 MB1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1557.See file dsdata.txt to determine how the superseded data were derived.
 MB1557
 MB1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF447963(NAD 83)
 MB1557_MARKER: I = METAL ROD
 MB1557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1557_SP_SET: STAINLESS STEEL ROD
 MB1557_STAMPING: C 322 1981
 MB1557_MARK LOGO: NGS   
 MB1557_PROJECTION: FLUSH
 MB1557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1557_ROD/PIPE-DEPTH: 17.1 meters
 MB1557
 MB1557  HISTORY     - Date     Condition        Report By
 MB1557  HISTORY     - 1981     MONUMENTED       NGS
 MB1557  HISTORY     - 19891005 GOOD             NGS
 MB1557  HISTORY     - 20040920 GOOD             OHDT
 MB1557
 MB1557                          STATION DESCRIPTION
 MB1557
 MB1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1557'IN CLEVELAND.
 MB1557'THE MARK IS ABOVE LEVEL WITH AVENUE.
 MB1557'IN CLEVELAND, ALONG ST. CLAIR AVENUE, BETWEEN EAST 41ST AND EAST 43RD
 MB1557'STREETS, NEAR THE FRONT ENTRANCE TO ELWELL-PARKER ELECTRIC COMPANY,
 MB1557'0.55 METER (1.8 FEET) NORTHWEST OF THE NORTHWEST CURB OF ST. CLAIR
 MB1557'AVENUE, 7.62 METERS (25.0 FEET) SOUTHWEST OF A FIRE HYDRANT, 0.89
 MB1557'METER (2.9 FEET) NORTHEAST OF A LARGE UTILITY POLE.
 MB1557
 MB1557                          STATION RECOVERY (1989)
 MB1557
 MB1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1557'IN CLEVELAND, ALONG ST. CLAIR AVENUE, BETWEEN EAST 41ST AND EAST
 MB1557'43RD STREETS, NEAR THE FRONT ENTRANCE TO ELWELL-PARKER ELECTRIC
 MB1557'COMPANY, 0.55 METER (1.8 FEET) NORTH OF THE NORTH CURB OF ST. CLAIR
 MB1557'AVENUE, 7.62 METERS (25.0 FEET) SOUTH OF A FIRE HYDRANT, 0.89 METER
 MB1557'(2.9 FEET) EAST OF A LARGE UTILITY POLE NUMBER 508048.
 MB1557
 MB1557                          STATION RECOVERY (2004)
 MB1557
 MB1557'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1596 ***********************************************************************
 MB1596  DESIGNATION -  C 323
 MB1596  PID         -  MB1596
 MB1596  STATE/COUNTY-  OH/LAKE
 MB1596  USGS QUAD   -  EASTLAKE (1994)
 MB1596
 MB1596                         *CURRENT SURVEY CONTROL
 MB1596  ___________________________________________________________________
 MB1596* NAD 83(1986)-  41 40 41.     (N)    081 25 35.     (W)     SCALED    
 MB1596* NAVD 88     -       186.502  (meters)     611.88   (feet)  ADJUSTED  
 MB1596  ___________________________________________________________________
 MB1596  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 MB1596  DYNAMIC HT  -         186.435 (meters)     611.66  (feet)  COMP
 MB1596  MODELED GRAV-     980,254.9   (mgal)                       NAVD 88
 MB1596
 MB1596  VERT ORDER  -  FIRST     CLASS II
 MB1596
 MB1596.The horizontal coordinates were scaled from a topographic map and have
 MB1596.an estimated accuracy of +/- 6 seconds.
 MB1596
 MB1596.The orthometric height was determined by differential leveling
 MB1596.and adjusted by the National Geodetic Survey in June 1991..
 MB1596
 MB1596.The geoid height was determined by GEOID03.
 MB1596
 MB1596.The dynamic height is computed by dividing the NAVD 88
 MB1596.geopotential number by the normal gravity value computed on the
 MB1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1596.degrees latitude (g = 980.6199 gals.).
 MB1596
 MB1596.The modeled gravity was interpolated from observed gravity values.
 MB1596
 MB1596;                    North         East    Units  Estimated Accuracy
 MB1596;SPC OH N     -   223,910.      689,390.      MT  (+/- 180 meters Scaled)
 MB1596
 MB1596                          SUPERSEDED SURVEY CONTROL
 MB1596
 MB1596  NGVD 29 (06/03/92)  186.732  (m)          612.64   (f) ADJUSTED    1 2
 MB1596
 MB1596.Superseded values are not recommended for survey control.
 MB1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1596.See file dsdata.txt to determine how the superseded data were derived.
 MB1596
 MB1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG645141(NAD 83)
 MB1596_MARKER: I = METAL ROD
 MB1596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1596_SP_SET: STAINLESS STEEL ROD
 MB1596_STAMPING: C 323 1981
 MB1596_MARK LOGO: NGS   
 MB1596_PROJECTION: FLUSH
 MB1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1596+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1989
 MB1596_ROD/PIPE-DEPTH: 4.9  meters
 MB1596
 MB1596  HISTORY     - Date     Condition        Report By
 MB1596  HISTORY     - 1981     MONUMENTED       NGS
 MB1596  HISTORY     - 19891012 GOOD             NGS
 MB1596  HISTORY     - 20001114 MARK NOT FOUND   USPSQD
 MB1596  HISTORY     - 20040920 MARK NOT FOUND   OHDT
 MB1596
 MB1596                          STATION DESCRIPTION
 MB1596
 MB1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1596'2.5 KM (1.55 MI) NE FROM EASTLAKE.
 MB1596'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 MB1596'2.5 KILOMETERS (1.55 MILES) EAST ALONG LAKE SHORE BOULEVARD FROM THE
 MB1596'JUNCTION OF STATE HIGHWAY 91 IN EASTLAKE, TO THE HINKEL AUTO PARTS AND
 MB1596'THE MARK ON THE RIGHT, 27.3 METERS (68.0 FEET) EAST OF THE CENTER LINE
 MB1596'OF THE BOULEVARD, 8.41 METERS (27.6 FEET) WEST-NORTHWEST OF A LIGHT
 MB1596'POLE FOR THE PARKING LOT, 1.0 METER (3.3 FEET) NORTH OF A 5-INCH METAL
 MB1596'POLE SUPPORTING THE AUTO PARTS SIGN.
 MB1596
 MB1596                          STATION RECOVERY (1989)
 MB1596
 MB1596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1596'2.5 KILOMETERS (1.55 MILES) EAST ALONG LAKE SHORE BOULEVARD FROM THE
 MB1596'JUNCTION OF STATE HIGHWAY 91 IN EASTLAKE, TO A ROW OF ONE STORY
 MB1596'CONCRETE BLOCK GARAGES AND THE MARK ON THE RIGHT, 27.3 METERS (68.0
 MB1596'FEET) EAST OF THE CENTER LINE OF THE BOULEVARD, 30.2 M (99.1 FT)
 MB1596'SOUTH-SOUTHEAST OF A POLE SUPPORTING TRAFFIC SIGNALS, 8.41 METERS
 MB1596'(27.6 FEET) WEST-NORTHWEST OF A LIGHT POLE FOR THE PARKING LOT, AND
 MB1596'1.0 METER (3.3 FEET) NORTH OF A 5-INCH METAL POLE SUPPORTING A SIGN.
 MB1596
 MB1596                          STATION RECOVERY (2000)
 MB1596
 MB1596'RECOVERY NOTE BY US POWER SQUADRON 2000 (LAE)
 MB1596'MARK NOT FOUND.
 MB1596
 MB1596                          STATION RECOVERY (2004)
 MB1596
 MB1596'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1596'HINKEL GARAGE IS GONE AND HAS BEEN REPLACED BY A MARATHON/CIRCLE K GAS
 MB1596'STATION.
 MB1596' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1630 ***********************************************************************
 MB1630  DESIGNATION -  C 324
 MB1630  PID         -  MB1630
 MB1630  STATE/COUNTY-  OH/LAKE
 MB1630  USGS QUAD   -  CHESTERLAND (1994)
 MB1630
 MB1630                         *CURRENT SURVEY CONTROL
 MB1630  ___________________________________________________________________
 MB1630* NAD 83(1986)-  41 45 01.     (N)    081 16 38.     (W)     SCALED    
 MB1630* NAVD 88     -       186.193  (meters)     610.87   (feet)  ADJUSTED  
 MB1630  ___________________________________________________________________
 MB1630  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MB1630  DYNAMIC HT  -         186.126 (meters)     610.65  (feet)  COMP
 MB1630  MODELED GRAV-     980,260.1   (mgal)                       NAVD 88
 MB1630
 MB1630  VERT ORDER  -  FIRST     CLASS II
 MB1630
 MB1630.The horizontal coordinates were scaled from a topographic map and have
 MB1630.an estimated accuracy of +/- 6 seconds.
 MB1630
 MB1630.The orthometric height was determined by differential leveling
 MB1630.and adjusted by the National Geodetic Survey in June 1991..
 MB1630
 MB1630.The geoid height was determined by GEOID03.
 MB1630
 MB1630.The dynamic height is computed by dividing the NAVD 88
 MB1630.geopotential number by the normal gravity value computed on the
 MB1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1630.degrees latitude (g = 980.6199 gals.).
 MB1630
 MB1630.The modeled gravity was interpolated from observed gravity values.
 MB1630
 MB1630;                    North         East    Units  Estimated Accuracy
 MB1630;SPC OH N     -   232,100.      701,700.      MT  (+/- 180 meters Scaled)
 MB1630
 MB1630                          SUPERSEDED SURVEY CONTROL
 MB1630
 MB1630  NGVD 29 (06/03/92)  186.418  (m)          611.61   (f) ADJUSTED    1 2
 MB1630
 MB1630.Superseded values are not recommended for survey control.
 MB1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1630.See file dsdata.txt to determine how the superseded data were derived.
 MB1630
 MB1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG769220(NAD 83)
 MB1630_MARKER: I = METAL ROD
 MB1630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1630_SP_SET: STAINLESS STEEL ROD
 MB1630_STAMPING: C 324 1981
 MB1630_MARK LOGO: NGS   
 MB1630_PROJECTION: FLUSH
 MB1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1630+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1989
 MB1630_ROD/PIPE-DEPTH: 5.9  meters
 MB1630
 MB1630  HISTORY     - Date     Condition        Report By
 MB1630  HISTORY     - 1981     MONUMENTED       NGS
 MB1630  HISTORY     - 19891011 GOOD             NGS
 MB1630  HISTORY     - 20041117 POOR             OHDT
 MB1630
 MB1630                          STATION DESCRIPTION
 MB1630
 MB1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1630'IN FAIRPORT HARBOR.
 MB1630'THE MARK IS 0.3 M ABOVE STREETS.
 MB1630'IN FAIRPORT HARBOR, IN THE SOUTHEAST ANGLE OF HIGH AND SIXTH STREETS,
 MB1630'3.54 METERS (11.6 FEET) EAST OF THE EAST CURB OF HIGH STREET, 5.89
 MB1630'METERS (19.3 FEET) SOUTH OF THE SOUTH CURB OF SIXTH STREET, 1.07
 MB1630'METERS (3.5 FEET) WEST OF A NORTH-SOUTH SIDEWALK, 1.31 METERS (4.3
 MB1630'FEET) EAST OF A SMALL FLAGPOLE.
 MB1630
 MB1630                          STATION RECOVERY (1989)
 MB1630
 MB1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1630'IN FAIRPORT HARBOR, IN FRONT OF A SMALL GAS STATION AT THE SOUTHEAST
 MB1630'ANGLE OF HIGH AND SIXTH STREETS, 7.9 M (25.9 FT) WEST-NORTHWEST OF A
 MB1630'SET OF GAS PUMPS, 3.54 METERS (11.6 FEET) EAST OF THE EAST CURB OF
 MB1630'HIGH STREET, 5.89 METERS (19.3 FEET) SOUTH OF THE SOUTH CURB OF SIXTH
 MB1630'STREET, 1.07 METERS (3.5 FEET) WEST OF A NORTH-SOUTH SIDEWALK, AND
 MB1630'1.31 METERS (4.3 FEET) EAST OF A METAL POLE.
 MB1630
 MB1630                          STATION RECOVERY (2004)
 MB1630
 MB1630'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1630'CONCRETE COLLAR HAS HEAVED AND NOW IS RESTING AGAINST DRIVEN ROD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1659 ***********************************************************************
 MB1659  DESIGNATION -  C 325
 MB1659  PID         -  MB1659
 MB1659  STATE/COUNTY-  OH/ASHTABULA
 MB1659  USGS QUAD   -  GENEVA (1994)
 MB1659
 MB1659                         *CURRENT SURVEY CONTROL
 MB1659  ___________________________________________________________________
 MB1659* NAD 83(1986)-  41 48 05.     (N)    080 57 25.     (W)     SCALED    
 MB1659* NAVD 88     -       205.763  (meters)     675.07   (feet)  ADJUSTED  
 MB1659  ___________________________________________________________________
 MB1659  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 MB1659  DYNAMIC HT  -         205.687 (meters)     674.82  (feet)  COMP
 MB1659  MODELED GRAV-     980,246.6   (mgal)                       NAVD 88
 MB1659
 MB1659  VERT ORDER  -  FIRST     CLASS II
 MB1659
 MB1659.The horizontal coordinates were scaled from a topographic map and have
 MB1659.an estimated accuracy of +/- 6 seconds.
 MB1659
 MB1659.The orthometric height was determined by differential leveling
 MB1659.and adjusted by the National Geodetic Survey in June 1991..
 MB1659
 MB1659.The geoid height was determined by GEOID03.
 MB1659
 MB1659.The dynamic height is computed by dividing the NAVD 88
 MB1659.geopotential number by the normal gravity value computed on the
 MB1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1659.degrees latitude (g = 980.6199 gals.).
 MB1659
 MB1659.The modeled gravity was interpolated from observed gravity values.
 MB1659
 MB1659;                    North         East    Units  Estimated Accuracy
 MB1659;SPC OH N     -   238,200.      728,240.      MT  (+/- 180 meters Scaled)
 MB1659
 MB1659                          SUPERSEDED SURVEY CONTROL
 MB1659
 MB1659  NGVD 29 (06/03/92)  205.976  (m)          675.77   (f) ADJUSTED    1 2
 MB1659
 MB1659.Superseded values are not recommended for survey control.
 MB1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1659.See file dsdata.txt to determine how the superseded data were derived.
 MB1659
 MB1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG035277(NAD 83)
 MB1659_MARKER: I = METAL ROD
 MB1659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1659_SP_SET: STAINLESS STEEL ROD
 MB1659_STAMPING: C 325 1981
 MB1659_MARK LOGO: NGS   
 MB1659_PROJECTION: FLUSH
 MB1659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1659_ROD/PIPE-DEPTH: 7.0  meters
 MB1659
 MB1659  HISTORY     - Date     Condition        Report By
 MB1659  HISTORY     - 1981     MONUMENTED       NGS
 MB1659  HISTORY     - 19920411 GOOD             USPSQD
 MB1659  HISTORY     - 19931104 GOOD             OHDT
 MB1659
 MB1659                          STATION DESCRIPTION
 MB1659
 MB1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1659'IN GENEVA.
 MB1659'IN GENEVA, AT THE SOUTHWEST ANGLE OF THE JUNCTION OF WEST MAIN AND
 MB1659'LOCKWOOD STREETS, ON THE PROPERTY OF THE ASSUMPTION CHURCH, 25.92
 MB1659'METERS (85.0 FEET) SOUTH-SOUTHEAST OF THE CENTER OF WEST MAIN STREET,
 MB1659'12.2 METERS (40.0 FEET) WEST OF THE CENTER OF LOCKWOOD STREET, 9.09
 MB1659'METERS (29.8 FEET) EAST OF THE NORTH CORNER OF THE CHURCH, 3.72 METERS
 MB1659'(12.2 FEET) SOUTH OF A 6-INCH MAPLE TREE.
 MB1659'THE MARK IS ABOVE LEVEL WITH WEST MAIN STREET.
 MB1659
 MB1659                          STATION RECOVERY (1992)
 MB1659
 MB1659'RECOVERY NOTE BY US POWER SQUADRON 1992 (PO)
 MB1659'RECOVERED IN GOOD CONDITION.
 MB1659
 MB1659                          STATION RECOVERY (1993)
 MB1659
 MB1659'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1673 ***********************************************************************
 MB1673  DESIGNATION -  C 326
 MB1673  PID         -  MB1673
 MB1673  STATE/COUNTY-  OH/ASHTABULA
 MB1673  USGS QUAD   -  ASHTABULA SOUTH (1970)
 MB1673
 MB1673                         *CURRENT SURVEY CONTROL
 MB1673  ___________________________________________________________________
 MB1673* NAD 83(1986)-  41 51 58.     (N)    080 47 24.     (W)     SCALED    
 MB1673* NAVD 88     -       214.515  (meters)     703.79   (feet)  ADJUSTED  
 MB1673  ___________________________________________________________________
 MB1673  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 MB1673  DYNAMIC HT  -         214.438 (meters)     703.54  (feet)  COMP
 MB1673  MODELED GRAV-     980,257.0   (mgal)                       NAVD 88
 MB1673
 MB1673  VERT ORDER  -  FIRST     CLASS II
 MB1673
 MB1673.The horizontal coordinates were scaled from a topographic map and have
 MB1673.an estimated accuracy of +/- 6 seconds.
 MB1673
 MB1673.The orthometric height was determined by differential leveling
 MB1673.and adjusted by the National Geodetic Survey in June 1991..
 MB1673
 MB1673.The geoid height was determined by GEOID03.
 MB1673
 MB1673.The dynamic height is computed by dividing the NAVD 88
 MB1673.geopotential number by the normal gravity value computed on the
 MB1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1673.degrees latitude (g = 980.6199 gals.).
 MB1673
 MB1673.The modeled gravity was interpolated from observed gravity values.
 MB1673
 MB1673;                    North         East    Units  Estimated Accuracy
 MB1673;SPC OH N     -   245,640.      741,970.      MT  (+/- 180 meters Scaled)
 MB1673
 MB1673                          SUPERSEDED SURVEY CONTROL
 MB1673
 MB1673  NGVD 29 (06/03/92)  214.724  (m)          704.47   (f) ADJUSTED    1 2
 MB1673
 MB1673.Superseded values are not recommended for survey control.
 MB1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1673.See file dsdata.txt to determine how the superseded data were derived.
 MB1673
 MB1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG174349(NAD 83)
 MB1673_MARKER: DB = BENCH MARK DISK
 MB1673_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MB1673_SP_SET: ABUTMENT
 MB1673_STAMPING: C 326 1981
 MB1673_MARK LOGO: NGS   
 MB1673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1673
 MB1673  HISTORY     - Date     Condition        Report By
 MB1673  HISTORY     - 1981     MONUMENTED       NGS
 MB1673  HISTORY     - 1989     GOOD             USPSQD
 MB1673  HISTORY     - 19931013 GOOD             OHDT
 MB1673  HISTORY     - 19970706 GOOD             USPSQD
 MB1673
 MB1673                          STATION DESCRIPTION
 MB1673
 MB1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1673'IN ASHTABULA.
 MB1673'IN ASHTABULA, SET VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTHWEST
 MB1673'ABUTMENT OF THE U.S. HIGHWAY 20 BRIDGE OVER THE CONRAIL RAILROAD, 0.3
 MB1673'KILOMETER (0.2 MILE) NORTHEAST OF THE JUNCTION OF CENTER STREET, 9.76
 MB1673'METERS (32.0 FEET) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.91
 MB1673'METERS (16.1 FEET) NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE, 0.15
 MB1673'METER (0.5 FOOT) SOUTHWEST OF THE EAST CORNER OF THE ABUTMENT.
 MB1673'THE MARK IS 1.50 M BELOW HIGHWAY.
 MB1673
 MB1673                          STATION RECOVERY (1989)
 MB1673
 MB1673'RECOVERY NOTE BY US POWER SQUADRON 1989 (PO)
 MB1673'RECOVERED IN GOOD CONDITION.
 MB1673
 MB1673                          STATION RECOVERY (1993)
 MB1673
 MB1673'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1673'RECOVERED IN GOOD CONDITION.
 MB1673
 MB1673                          STATION RECOVERY (1997)
 MB1673
 MB1673'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1484 ***********************************************************************
 KY1484  DESIGNATION -  C 33
 KY1484  PID         -  KY1484
 KY1484  STATE/COUNTY-  OH/COSHOCTON
 KY1484  USGS QUAD   -  COSHOCTON (1994)
 KY1484
 KY1484                         *CURRENT SURVEY CONTROL
 KY1484  ___________________________________________________________________
 KY1484* NAD 83(1986)-  40 16 52.     (N)    081 47 44.     (W)     SCALED    
 KY1484* NAVD 88     -       233.642  (meters)     766.54   (feet)  ADJUSTED  
 KY1484  ___________________________________________________________________
 KY1484  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KY1484  DYNAMIC HT  -         233.523 (meters)     766.15  (feet)  COMP
 KY1484  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 KY1484
 KY1484  VERT ORDER  -  SECOND    CLASS 0
 KY1484
 KY1484.The horizontal coordinates were scaled from a topographic map and have
 KY1484.an estimated accuracy of +/- 6 seconds.
 KY1484
 KY1484.The orthometric height was determined by differential leveling
 KY1484.and adjusted by the National Geodetic Survey in June 1991..
 KY1484
 KY1484.The geoid height was determined by GEOID03.
 KY1484
 KY1484.The dynamic height is computed by dividing the NAVD 88
 KY1484.geopotential number by the normal gravity value computed on the
 KY1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1484.degrees latitude (g = 980.6199 gals.).
 KY1484
 KY1484.The modeled gravity was interpolated from observed gravity values.
 KY1484
 KY1484;                    North         East    Units  Estimated Accuracy
 KY1484;SPC OH N     -    68,480.      659,910.      MT  (+/- 180 meters Scaled)
 KY1484
 KY1484                          SUPERSEDED SURVEY CONTROL
 KY1484
 KY1484  NGVD 29 (??/??/92)  233.853  (m)          767.23   (f) ADJ UNCH    2 0
 KY1484
 KY1484.Superseded values are not recommended for survey control.
 KY1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1484.See file dsdata.txt to determine how the superseded data were derived.
 KY1484
 KY1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME323592(NAD 83)
 KY1484_MARKER: DB = BENCH MARK DISK
 KY1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1484_STAMPING: C 33 1934
 KY1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1484+STABILITY: SURFACE MOTION
 KY1484
 KY1484  HISTORY     - Date     Condition        Report By
 KY1484  HISTORY     - 1934     MONUMENTED       CGS
 KY1484  HISTORY     - 1959     MARK NOT FOUND   USGS
 KY1484  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 KY1484
 KY1484                          STATION DESCRIPTION
 KY1484
 KY1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1484'3.7 MI E FROM COSHOCTON.
 KY1484'3.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1484'AT COSHOCTON, COSHOCTON COUNTY, AT MORGAN RUN, 185 FEET EAST
 KY1484'OF AN INTERLOCKING TOWER, 95 FEET NORTHEAST OF THE CENTER OF THE
 KY1484'INTERSECTION OF THE WHEELING AND LAKE ERIE RAILWAY, 41 FEET
 KY1484'SOUTHEAST OF THE SOUTHEAST RAIL, 24 FEET NORTH OF THE NORTH RAIL
 KY1484'OF THE NORTH TRACK, 14 FEET SOUTH OF THE CENTERLINE OF A DIRT
 KY1484'ROAD, 7 FEET EAST OF A POLE, AND ABOUT 3 FEET LOWER THAN THE TRACK
 KY1484'A STANDARD DISK, STAMPED C 33 1934 AND SET IN THE TOP OF A
 KY1484'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 KY1484
 KY1484                          STATION RECOVERY (1959)
 KY1484
 KY1484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KY1484'MARK NOT FOUND.
 KY1484
 KY1484                          STATION RECOVERY (2004)
 KY1484
 KY1484'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY1484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1802 ***********************************************************************
 MB1802  DESIGNATION -  C 337
 MB1802  PID         -  MB1802
 MB1802  STATE/COUNTY-  OH/CUYAHOGA
 MB1802  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1802
 MB1802                         *CURRENT SURVEY CONTROL
 MB1802  ___________________________________________________________________
 MB1802* NAD 83(1986)-  41 25 15.     (N)    081 34 36.     (W)     SCALED    
 MB1802* NAVD 88     -       273.256  (meters)     896.51   (feet)  ADJUSTED  
 MB1802  ___________________________________________________________________
 MB1802  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 MB1802  DYNAMIC HT  -         273.144 (meters)     896.14  (feet)  COMP
 MB1802  MODELED GRAV-     980,203.7   (mgal)                       NAVD 88
 MB1802
 MB1802  VERT ORDER  -  FIRST     CLASS II
 MB1802
 MB1802.The horizontal coordinates were scaled from a topographic map and have
 MB1802.an estimated accuracy of +/- 6 seconds.
 MB1802
 MB1802.The orthometric height was determined by differential leveling
 MB1802.and adjusted by the National Geodetic Survey in June 1991..
 MB1802
 MB1802.The geoid height was determined by GEOID03.
 MB1802
 MB1802.The dynamic height is computed by dividing the NAVD 88
 MB1802.geopotential number by the normal gravity value computed on the
 MB1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1802.degrees latitude (g = 980.6199 gals.).
 MB1802
 MB1802.The modeled gravity was interpolated from observed gravity values.
 MB1802
 MB1802;                    North         East    Units  Estimated Accuracy
 MB1802;SPC OH N     -   195,200.      677,180.      MT  (+/- 180 meters Scaled)
 MB1802
 MB1802                          SUPERSEDED SURVEY CONTROL
 MB1802
 MB1802  NGVD 29 (06/03/92)  273.478  (m)          897.24   (f) ADJUSTED    1 2
 MB1802
 MB1802.Superseded values are not recommended for survey control.
 MB1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1802.See file dsdata.txt to determine how the superseded data were derived.
 MB1802
 MB1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF518856(NAD 83)
 MB1802_MARKER: I = METAL ROD
 MB1802_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1802_SP_SET: STAINLESS STEEL ROD
 MB1802_STAMPING: C 337 1983
 MB1802_MARK LOGO: NGS   
 MB1802_PROJECTION: FLUSH
 MB1802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1802_ROD/PIPE-DEPTH: 7.2  meters
 MB1802
 MB1802  HISTORY     - Date     Condition        Report By
 MB1802  HISTORY     - 1983     MONUMENTED       NGS
 MB1802  HISTORY     - 19940613 GOOD             USPSQD
 MB1802
 MB1802                          STATION DESCRIPTION
 MB1802
 MB1802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1802'IN MAPLE HEIGHTS.
 MB1802'IN MAPLE HEIGHTS, ALONG STATE HIGHWAY 14 (BROADWAY AVENUE), ON THE
 MB1802'NORTHEAST SIDE OF A SIDEWALK, IN FRONT OF A BRICK BUILDING AT 14801
 MB1802'BROADWAY AVENUE, 9.60 METERS (31.5 FT) NORTHEAST OF THE CENTERLINE OF
 MB1802'THE HIGHWAY, 23.56 METERS (77.3 FT) NORTHWEST OF THE SOUTHWEST CORNER
 MB1802'OF THE BUILDING, 10.06 METERS (33.0 FT) NORTH-NORTHWEST OF UTILITY
 MB1802'POLE 539076 WITH A STREET LAMP.
 MB1802'THE MARK IS 0.18 M ABOVE HIGHWAY.
 MB1802
 MB1802                          STATION RECOVERY (1994)
 MB1802
 MB1802'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2952 ***********************************************************************
 KY2952  FBN         -  This is a Federal Base Network Control Station.
 KY2952  DESIGNATION -  C 338
 KY2952  PID         -  KY2952
 KY2952  STATE/COUNTY-  OH/COLUMBIANA
 KY2952  USGS QUAD   -  EAST LIVERPOOL SOUTH (1985)
 KY2952
 KY2952                         *CURRENT SURVEY CONTROL
 KY2952  ___________________________________________________________________
 KY2952* NAD 83(1995)-  40 37 21.40372(N)    080 33 53.43650(W)     ADJUSTED  
 KY2952* NAVD 88     -       230.135  (meters)     755.03   (feet)  ADJUSTED  
 KY2952  ___________________________________________________________________
 KY2952  X           -     794,760.218 (meters)                     COMP
 KY2952  Y           -  -4,782,543.428 (meters)                     COMP
 KY2952  Z           -   4,130,831.255 (meters)                     COMP
 KY2952  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 KY2952  ELLIP HEIGHT-         195.85  (meters)          (09/23/04) GPS OBS
 KY2952  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY2952  DYNAMIC HT  -         230.017 (meters)     754.65  (feet)  COMP
 KY2952  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 KY2952
 KY2952  HORZ ORDER  -  B
 KY2952  VERT ORDER  -  FIRST     CLASS II
 KY2952  ELLP ORDER  -  FOURTH    CLASS I
 KY2952
 KY2952.The horizontal coordinates were established by GPS observations
 KY2952.and adjusted by the National Geodetic Survey in August 1996..
 KY2952
 KY2952.The orthometric height was determined by differential leveling
 KY2952.and adjusted by the National Geodetic Survey in June 1991..
 KY2952
 KY2952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY2952
 KY2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2952
 KY2952.The ellipsoidal height was determined by GPS observations
 KY2952.and is referenced to NAD 83.
 KY2952
 KY2952.The geoid height was determined by GEOID03.
 KY2952
 KY2952.The dynamic height is computed by dividing the NAVD 88
 KY2952.geopotential number by the normal gravity value computed on the
 KY2952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2952.degrees latitude (g = 980.6199 gals.).
 KY2952
 KY2952.The modeled gravity was interpolated from observed gravity values.
 KY2952
 KY2952;                    North         East     Units Scale Factor Converg.
 KY2952;SPC OH N     -   107,970.558   763,721.371   MT  0.99996913   +1 16 16.7
 KY2952;UTM  17      - 4,496,955.804   536,805.330   MT  0.99961667   +0 16 60.0
 KY2952
 KY2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2952!SPC OH N     -   0.99996928  x   0.99996913  =   0.99993841
 KY2952!UTM  17      -   0.99996928  x   0.99961667  =   0.99958596
 KY2952
 KY2952                          SUPERSEDED SURVEY CONTROL
 KY2952
 KY2952  ELLIP H (08/20/96)  195.87   (m)                       GP(       ) 4 2
 KY2952  NAD 83(1986)-  40 37 21.40886(N)    080 33 53.44262(W) AD(       ) 1
 KY2952  NAVD 88 (09/23/04)  230.13   (m)          755.0    (f) LEVELING    3  
 KY2952
 KY2952.Superseded values are not recommended for survey control.
 KY2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2952.See file dsdata.txt to determine how the superseded data were derived.
 KY2952
 KY2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE3680596956(NAD 83)
 KY2952_MARKER: I = METAL ROD
 KY2952_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2952_SP_SET: METAL ROD DRIVEN INTO GROUND
 KY2952_STAMPING: C 338 1983
 KY2952_MARK LOGO: NGS   
 KY2952_PROJECTION: FLUSH
 KY2952_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY2952+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 KY2952_ROD/PIPE-DEPTH: 2.7  meters
 KY2952
 KY2952  HISTORY     - Date     Condition        Report By
 KY2952  HISTORY     - 1983     MONUMENTED       NGS
 KY2952  HISTORY     - 19931217 GOOD             GEOMET
 KY2952  HISTORY     - 19950809 GOOD             NGS
 KY2952  HISTORY     - 20030710 GOOD             OHDT
 KY2952
 KY2952                          STATION DESCRIPTION
 KY2952
 KY2952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2952'1.8 KM (1.1 MI) SW FROM EAST LIVERPOOL.
 KY2952'1.8 KM (1.1 MI) SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE STATION A
 KY2952'POST OFFICE IN THE EAST END OF EAST LIVERPOOL TO THE MARK ON THE
 KY2952'RIGHT, AT THE APPROACH TO THE JENNING RANDOLPH BRIDGE OVER THE OHIO
 KY2952'RIVER, AT THE SOUTHWEST END OF A ROW OF STREET LAMPS, 6.92 METERS
 KY2952'(22.7 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KY2952'10.97 METERS (36.0 FT) NORTHWEST OF THE CENTER OF THE BRIDGE APPROACH
 KY2952'ROAD, 1.28 METERS (4.2 FT) SOUTH-SOUTHEAST OF A STEEL GUARDRAIL,
 KY2952'0.73 METER (2.4 FT) NORTHEAST OF A STREET LAMP.  NOTE--SEVERAL
 KY2952'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 KY2952'THE MARK IS 0.18 M BELOW HIGHWAY.
 KY2952
 KY2952                          STATION RECOVERY (1993)
 KY2952
 KY2952'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 KY2952'RECOVERED IN GOOD CONDITION.
 KY2952
 KY2952                          STATION RECOVERY (1995)
 KY2952
 KY2952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY2952'LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF EAST LIVERPOOL, 1.6 KM (1.00
 KY2952'MI) SOUTHWEST OF EAST END, ON LINE WITH THE PROJECTED CENTERLINE OF
 KY2952'THE MAIN OHIO RIVER BRIDGE, IN A GRASS STRIP AT AN EXIT RAMP LEADING
 KY2952'ONTO THE BRIDGE.  TO REACH THE STATION FROM THE EAST END (OF EAST
 KY2952'LIVERPOOL) GO WEST AND SOUTHWEST ON STATE ROUTE 39 FOR ABOUT 1.6 KM
 KY2952'(1.00 MI) TO THE EXIT RAMP ONTO THE OHIO RIVER BRIDGE AND THE MARK IN
 KY2952'THE GRASS STRIP JUST SOUTH OF ROUTE 39.  THE STATION IS 4.7 M (15.4
 KY2952'FT) NORTHWEST OF THE NORTH CONCRETE BARRIER WALL OF THE EXIT RAMP,
 KY2952'21.6 M (70.9 FT) NORTHWEST OF THE PROJECTED CENTERLINE OF THE BRIDGE,
 KY2952'1.2 M (3.9 FT) SOUTHEAST OF THE SOUTH GUARD RAIL OF ROUTE 39, 0.6 M
 KY2952'(2.0 FT) NORTHEAST OF A STEEL LAMP POLE, 5.5 M (18.0 FT) NORTH OF
 KY2952'ANOTHER LAMP POLE, 0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS POST,
 KY2952'AND 15.2 CM BELOW THE LEVEL OF THE ROUTE 39 ROADWAY.  THE MARK IS IN
 KY2952'PUBLIC RIGHT-OF-WAY AND IS ACCESSIBLE AT ALL TIMES.
 KY2952
 KY2952                          STATION RECOVERY (2003)
 KY2952
 KY2952'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 KY2952'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1253 ***********************************************************************
 JY1253  DESIGNATION -  C 339
 JY1253  PID         -  JY1253
 JY1253  STATE/COUNTY-  OH/ROSS
 JY1253  USGS QUAD   -  SOUTH SALEM (1985)
 JY1253
 JY1253                         *CURRENT SURVEY CONTROL
 JY1253  ___________________________________________________________________
 JY1253* NAD 83(1986)-  39 21 09.     (N)    083 18 37.     (W)     SCALED    
 JY1253* NAVD 88     -       278.615  (meters)     914.09   (feet)  ADJUSTED  
 JY1253  ___________________________________________________________________
 JY1253  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JY1253  DYNAMIC HT  -         278.452 (meters)     913.55  (feet)  COMP
 JY1253  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 JY1253
 JY1253  VERT ORDER  -  FIRST     CLASS II
 JY1253
 JY1253.The horizontal coordinates were scaled from a topographic map and have
 JY1253.an estimated accuracy of +/- 6 seconds.
 JY1253
 JY1253.The orthometric height was determined by differential leveling
 JY1253.and adjusted by the National Geodetic Survey in June 1991..
 JY1253
 JY1253.The geoid height was determined by GEOID03.
 JY1253
 JY1253.The dynamic height is computed by dividing the NAVD 88
 JY1253.geopotential number by the normal gravity value computed on the
 JY1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1253.degrees latitude (g = 980.6199 gals.).
 JY1253
 JY1253.The modeled gravity was interpolated from observed gravity values.
 JY1253
 JY1253;                    North         East    Units  Estimated Accuracy
 JY1253;SPC OH S     -   150,460.      530,160.      MT  (+/- 180 meters Scaled)
 JY1253
 JY1253                          SUPERSEDED SURVEY CONTROL
 JY1253
 JY1253  NGVD 29 (06/03/91)  278.781  (m)          914.63   (f) ADJUSTED    1 2
 JY1253
 JY1253.Superseded values are not recommended for survey control.
 JY1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1253.See file dsdata.txt to determine how the superseded data were derived.
 JY1253
 JY1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD009584(NAD 83)
 JY1253_MARKER: I = METAL ROD
 JY1253_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JY1253_SP_SET: STAINLESS STEEL ROD
 JY1253_STAMPING: C 339 1984
 JY1253_MARK LOGO: NGS   
 JY1253_PROJECTION: FLUSH
 JY1253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1253_ROD/PIPE-DEPTH: 9.7  meters
 JY1253
 JY1253  HISTORY     - Date     Condition        Report By
 JY1253  HISTORY     - 1984     MONUMENTED       NGS
 JY1253
 JY1253                          STATION DESCRIPTION
 JY1253
 JY1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1253'IN LYNDON.
 JY1253'IN LYNDON, AT THE SOUTHEAST CORNER OF THE BUCKSKIN TOWNSHIP HALL,
 JY1253'28.89 METERS (94.8 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 28,
 JY1253'0.67 METERS (2.2 FT) SOUTH OF THE SOUTHEAST CORNER OF THE HALL.
 JY1253'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1124 ***********************************************************************
 JY1124  DESIGNATION -  C 34
 JY1124  PID         -  JY1124
 JY1124  STATE/COUNTY-  OH/CLARK
 JY1124  USGS QUAD   -  SPRINGFIELD (1981)
 JY1124
 JY1124                         *CURRENT SURVEY CONTROL
 JY1124  ___________________________________________________________________
 JY1124* NAD 83(1986)-  39 54 36.     (N)    083 46 34.     (W)     SCALED    
 JY1124* NAVD 88     -       306.771  (meters)    1006.46   (feet)  ADJUSTED  
 JY1124  ___________________________________________________________________
 JY1124  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JY1124  DYNAMIC HT  -         306.598 (meters)    1005.90  (feet)  COMP
 JY1124  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 JY1124
 JY1124  VERT ORDER  -  SECOND    CLASS 0
 JY1124
 JY1124.The horizontal coordinates were scaled from a topographic map and have
 JY1124.an estimated accuracy of +/- 6 seconds.
 JY1124
 JY1124.The orthometric height was determined by differential leveling
 JY1124.and adjusted by the National Geodetic Survey in June 1991..
 JY1124
 JY1124.The geoid height was determined by GEOID03.
 JY1124
 JY1124.The dynamic height is computed by dividing the NAVD 88
 JY1124.geopotential number by the normal gravity value computed on the
 JY1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1124.degrees latitude (g = 980.6199 gals.).
 JY1124
 JY1124.The modeled gravity was interpolated from observed gravity values.
 JY1124
 JY1124;                    North         East    Units  Estimated Accuracy
 JY1124;SPC OH S     -   212,810.      490,890.      MT  (+/- 180 meters Scaled)
 JY1124
 JY1124                          SUPERSEDED SURVEY CONTROL
 JY1124
 JY1124  NGVD 29 (??/??/92)  306.949  (m)         1007.05   (f) ADJ UNCH    2 0
 JY1124
 JY1124.Superseded values are not recommended for survey control.
 JY1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1124.See file dsdata.txt to determine how the superseded data were derived.
 JY1124
 JY1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE627214(NAD 83)
 JY1124_MARKER: DB = BENCH MARK DISK
 JY1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1124_STAMPING: C 34 1934
 JY1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1124+STABILITY: SURFACE MOTION
 JY1124
 JY1124  HISTORY     - Date     Condition        Report By
 JY1124  HISTORY     - 1934     MONUMENTED       CGS
 JY1124  HISTORY     - 1954     GOOD             NGS
 JY1124  HISTORY     - 1954     GOOD             USGS
 JY1124
 JY1124                          STATION DESCRIPTION
 JY1124
 JY1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY1124'AT SPRINGFIELD.
 JY1124'AT SPRINGFIELD, CLARK COUNTY, ON THE CLEVELAND, CINCINNATI,
 JY1124'CHICAGO AND ST. LOUIS RAILWAY, AT CARNEY JUNCTION, 50 FEET EAST
 JY1124'OF THE NORTHEAST CORNER OF THE BASE OF THE INTERLOCKING TOWER, 55
 JY1124'FEET NORTH OF THE NORTH RAIL, 29 FEET SOUTH OF A FENCE, AND ABOUT
 JY1124'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 34 1934
 JY1124'AND SET IN THE TOP OF A CONCRETE POST.
 JY1124
 JY1124                          STATION RECOVERY (1954)
 JY1124
 JY1124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JY1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1277 ***********************************************************************
 JY1277  DESIGNATION -  C 340
 JY1277  PID         -  JY1277
 JY1277  STATE/COUNTY-  OH/CLINTON
 JY1277  USGS QUAD   -  NEW VIENNA (1960)
 JY1277
 JY1277                         *CURRENT SURVEY CONTROL
 JY1277  ___________________________________________________________________
 JY1277* NAD 83(1986)-  39 19 35.     (N)    083 41 07.     (W)     SCALED    
 JY1277* NAVD 88     -       341.645  (meters)    1120.88   (feet)  ADJUSTED  
 JY1277  ___________________________________________________________________
 JY1277  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JY1277  DYNAMIC HT  -         341.445 (meters)    1120.22  (feet)  COMP
 JY1277  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 JY1277
 JY1277  VERT ORDER  -  FIRST     CLASS II
 JY1277
 JY1277.The horizontal coordinates were scaled from a topographic map and have
 JY1277.an estimated accuracy of +/- 6 seconds.
 JY1277
 JY1277.The orthometric height was determined by differential leveling
 JY1277.and adjusted by the National Geodetic Survey in June 1991..
 JY1277
 JY1277.The geoid height was determined by GEOID03.
 JY1277
 JY1277.The dynamic height is computed by dividing the NAVD 88
 JY1277.geopotential number by the normal gravity value computed on the
 JY1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1277.degrees latitude (g = 980.6199 gals.).
 JY1277
 JY1277.The modeled gravity was interpolated from observed gravity values.
 JY1277
 JY1277;                    North         East    Units  Estimated Accuracy
 JY1277;SPC OH S     -   147,920.      497,810.      MT  (+/- 180 meters Scaled)
 JY1277
 JY1277                          SUPERSEDED SURVEY CONTROL
 JY1277
 JY1277  NGVD 29 (06/03/91)  341.805  (m)         1121.41   (f) ADJUSTED    1 2
 JY1277
 JY1277.Superseded values are not recommended for survey control.
 JY1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1277.See file dsdata.txt to determine how the superseded data were derived.
 JY1277
 JY1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD685564(NAD 83)
 JY1277_MARKER: DB = BENCH MARK DISK
 JY1277_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JY1277+WITH SETTING: PAVEMENT
 JY1277_SP_SET: FOUNDATION
 JY1277_STAMPING: C 340 1984
 JY1277_MARK LOGO: NGS   
 JY1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1277+STABILITY: SURFACE MOTION
 JY1277
 JY1277  HISTORY     - Date     Condition        Report By
 JY1277  HISTORY     - 1984     MONUMENTED       NGS
 JY1277
 JY1277                          STATION DESCRIPTION
 JY1277
 JY1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1277'IN NEW VIENNA.
 JY1277'IN NEW VIENNA, AT THE MUNICIPAL WATER PLANT, AT THE JUNCTION OF
 JY1277'HUFFMAN AVENUE AND STATE HIGHWAY 28 (CHURCH STREET), IN TOP OF THE
 JY1277'NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE STANDPIPE OF A
 JY1277'200,000 GALLON WATER TANK.  NOTE--CONCRETE FOUNDATION IS 1.77 METERS
 JY1277'(5.8 FT) BY 1.77 METERS (5.8 FT) AND IS 2.89 METERS (9.5 FT) DEEP.
 JY1277'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2771 ***********************************************************************
 JZ2771  DESIGNATION -  C 341
 JZ2771  PID         -  JZ2771
 JZ2771  STATE/COUNTY-  OH/CLERMONT
 JZ2771  USGS QUAD   -  GOSHEN (1986)
 JZ2771
 JZ2771                         *CURRENT SURVEY CONTROL
 JZ2771  ___________________________________________________________________
 JZ2771* NAD 83(1986)-  39 12 11.     (N)    084 13 15.     (W)     SCALED    
 JZ2771* NAVD 88     -       262.227  (meters)     860.32   (feet)  ADJUSTED  
 JZ2771  ___________________________________________________________________
 JZ2771  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ2771  DYNAMIC HT  -         262.063 (meters)     859.78  (feet)  COMP
 JZ2771  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 JZ2771
 JZ2771  VERT ORDER  -  FIRST     CLASS II
 JZ2771
 JZ2771.The horizontal coordinates were scaled from a topographic map and have
 JZ2771.an estimated accuracy of +/- 6 seconds.
 JZ2771
 JZ2771.The orthometric height was determined by differential leveling
 JZ2771.and adjusted by the National Geodetic Survey in June 1991..
 JZ2771
 JZ2771.The geoid height was determined by GEOID03.
 JZ2771
 JZ2771.The dynamic height is computed by dividing the NAVD 88
 JZ2771.geopotential number by the normal gravity value computed on the
 JZ2771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2771.degrees latitude (g = 980.6199 gals.).
 JZ2771
 JZ2771.The modeled gravity was interpolated from observed gravity values.
 JZ2771
 JZ2771;                    North         East    Units  Estimated Accuracy
 JZ2771;SPC OH S     -   134,970.      451,380.      MT  (+/- 180 meters Scaled)
 JZ2771
 JZ2771                          SUPERSEDED SURVEY CONTROL
 JZ2771
 JZ2771  NGVD 29 (06/03/91)  262.401  (m)          860.89   (f) ADJUSTED    1 2
 JZ2771
 JZ2771.Superseded values are not recommended for survey control.
 JZ2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2771.See file dsdata.txt to determine how the superseded data were derived.
 JZ2771
 JZ2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ399429(NAD 83)
 JZ2771_MARKER: I = METAL ROD
 JZ2771_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JZ2771+WITH SETTING: INFORMATION.
 JZ2771_SP_SET: SHALLOW SET METAL ROD
 JZ2771_STAMPING: C 341 1984
 JZ2771_MARK LOGO: NGS   
 JZ2771_PROJECTION: FLUSH
 JZ2771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2771_ROD/PIPE-DEPTH: 2.9  meters
 JZ2771
 JZ2771  HISTORY     - Date     Condition        Report By
 JZ2771  HISTORY     - 1984     MONUMENTED       NGS
 JZ2771
 JZ2771                          STATION DESCRIPTION
 JZ2771
 JZ2771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JZ2771'IN MT REPOSE.
 JZ2771'IN MT REPOSE, ALONG STATE HIGHWAY 28, 0.1 KM (0.05 MI) NORTHEAST OF
 JZ2771'THE JUNCTION OF BRANCH HILL GUINEA ROAD, AT THE ENTRANCE TO A
 JZ2771'SUB-STATION, 14.08 METERS (46.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 JZ2771'HIGHWAY, 6.40 METERS (21.0 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE
 JZ2771'DRIVE, 1.07 METERS (3.5 FT) EAST OF UTILITY POLE 679.  NOTE--SEVERAL
 JZ2771'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT
 JZ2771'2.9 METERS.
 JZ2771'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2866 ***********************************************************************
 JZ2866  DESIGNATION -  C 342
 JZ2866  PID         -  JZ2866
 JZ2866  STATE/COUNTY-  OH/HAMILTON
 JZ2866  USGS QUAD   -  HOOVEN (1992)
 JZ2866
 JZ2866                         *CURRENT SURVEY CONTROL
 JZ2866  ___________________________________________________________________
 JZ2866* NAD 83(1986)-  39 09 57.     (N)    084 47 18.     (W)     SCALED    
 JZ2866* NAVD 88     -       146.888  (meters)     481.92   (feet)  ADJUSTED  
 JZ2866  ___________________________________________________________________
 JZ2866  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ2866  DYNAMIC HT  -         146.799 (meters)     481.62  (feet)  COMP
 JZ2866  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 JZ2866
 JZ2866  VERT ORDER  -  FIRST     CLASS II
 JZ2866
 JZ2866.The horizontal coordinates were scaled from a topographic map and have
 JZ2866.an estimated accuracy of +/- 6 seconds.
 JZ2866
 JZ2866.The orthometric height was determined by differential leveling
 JZ2866.and adjusted by the National Geodetic Survey in June 1991..
 JZ2866
 JZ2866.The geoid height was determined by GEOID03.
 JZ2866
 JZ2866.The dynamic height is computed by dividing the NAVD 88
 JZ2866.geopotential number by the normal gravity value computed on the
 JZ2866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2866.degrees latitude (g = 980.6199 gals.).
 JZ2866
 JZ2866.The modeled gravity was interpolated from observed gravity values.
 JZ2866
 JZ2866;                    North         East    Units  Estimated Accuracy
 JZ2866;SPC OH S     -   131,930.      402,270.      MT  (+/- 180 meters Scaled)
 JZ2866
 JZ2866                          SUPERSEDED SURVEY CONTROL
 JZ2866
 JZ2866  NGVD 29 (06/03/91)  147.083  (m)          482.55   (f) ADJUSTED    1 2
 JZ2866
 JZ2866.Superseded values are not recommended for survey control.
 JZ2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2866.See file dsdata.txt to determine how the superseded data were derived.
 JZ2866
 JZ2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ910375(NAD 83)
 JZ2866_MARKER: DB = BENCH MARK DISK
 JZ2866_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2866_SP_SET: BRIDGE ABUTMENT
 JZ2866_STAMPING: C 342 1986
 JZ2866_MARK LOGO: NGS   
 JZ2866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2866
 JZ2866  HISTORY     - Date     Condition        Report By
 JZ2866  HISTORY     - 1986     MONUMENTED       NGS
 JZ2866
 JZ2866                          STATION DESCRIPTION
 JZ2866
 JZ2866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2866'10.8 KM (6.7 MI) EAST FROM LAWRENCEBURG IN.
 JZ2866'10.8 KM (6.7 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JZ2866'STATE HIGHWAY 1 IN LAWRENCEBURG IN, IN TOP OF AND 0.3 M (1.0 FT)
 JZ2866'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 JZ2866'THE CONRAIL RAILROAD BRIDGE SPANNING THE WHITEWATER RIVER, 12.9 M
 JZ2866'(42.3 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF
 JZ2866'THE HIGHWAY, AND 3.3 M (10.8 FT) SOUTHEAST OF THE NEAR RAIL.
 JZ2866'THE MARK IS 2.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2889 ***********************************************************************
 JZ2889  DESIGNATION -  C 343
 JZ2889  PID         -  JZ2889
 JZ2889  STATE/COUNTY-  OH/HAMILTON
 JZ2889  USGS QUAD   -  COVINGTON (1987)
 JZ2889
 JZ2889                         *CURRENT SURVEY CONTROL
 JZ2889  ___________________________________________________________________
 JZ2889* NAD 83(1986)-  39 05 55.     (N)    084 30 20.     (W)     SCALED    
 JZ2889* NAVD 88     -       151.243  (meters)     496.20   (feet)  ADJUSTED  
 JZ2889  ___________________________________________________________________
 JZ2889  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ2889  DYNAMIC HT  -         151.147 (meters)     495.89  (feet)  COMP
 JZ2889  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JZ2889
 JZ2889  VERT ORDER  -  FIRST     CLASS II
 JZ2889
 JZ2889.The horizontal coordinates were scaled from a topographic map and have
 JZ2889.an estimated accuracy of +/- 6 seconds.
 JZ2889
 JZ2889.The orthometric height was determined by differential leveling
 JZ2889.and adjusted by the National Geodetic Survey in June 1991..
 JZ2889
 JZ2889.The geoid height was determined by GEOID03.
 JZ2889
 JZ2889.The dynamic height is computed by dividing the NAVD 88
 JZ2889.geopotential number by the normal gravity value computed on the
 JZ2889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2889.degrees latitude (g = 980.6199 gals.).
 JZ2889
 JZ2889.The modeled gravity was interpolated from observed gravity values.
 JZ2889
 JZ2889;                    North         East    Units  Estimated Accuracy
 JZ2889;SPC OH S     -   123,890.      426,530.      MT  (+/- 180 meters Scaled)
 JZ2889
 JZ2889                          SUPERSEDED SURVEY CONTROL
 JZ2889
 JZ2889  NGVD 29 (06/03/91)  151.413  (m)          496.76   (f) ADJUSTED    1 2
 JZ2889
 JZ2889.Superseded values are not recommended for survey control.
 JZ2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2889.See file dsdata.txt to determine how the superseded data were derived.
 JZ2889
 JZ2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ157306(NAD 83)
 JZ2889_MARKER: DV = VERTICAL CONTROL DISK
 JZ2889_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2889_SP_SET: PIER
 JZ2889_STAMPING: C 343 1986
 JZ2889_MARK LOGO: NGS   
 JZ2889_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2889+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ2889
 JZ2889  HISTORY     - Date     Condition        Report By
 JZ2889  HISTORY     - 1986     MONUMENTED       NGS
 JZ2889  HISTORY     - 19930604 GOOD             NGS
 JZ2889
 JZ2889                          STATION DESCRIPTION
 JZ2889
 JZ2889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2889'IN CINCINNATI.
 JZ2889'THE MARK IS 1.4 M ABOVE A SIDEWALK.
 JZ2889'IN CINCINNATI, AT THE JUNCTION OF BROADWAY, U.S. HIGHWAY 50, AND
 JZ2889'COLUMBIA PARKWAY, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 JZ2889'SOUTHERLY 1 OF 8 COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT
 JZ2889'OF A HIGHWAY OVERPASS, 16.6 M (54.5 FT) SOUTH OF THE CENTER OF THE
 JZ2889'HIGHWAY, AND 8.4 M (27.6 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND
 JZ2889'LANES OF BROADWAY.
 JZ2889
 JZ2889                          STATION RECOVERY (1993)
 JZ2889
 JZ2889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ2889'IN CINCINNATI, AT THE INTERSECTION OF BROADWAY AND U.S. HIGHWAY 50,
 JZ2889'SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY OF 8 COLUMNS
 JZ2889'OF THE 1ST PIER WEST OF THE EAST ABUTMENT OF THE HIGHWAY OVERPASS OF
 JZ2889'BROADWAY, 16.6 M (54.5 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 14.0 M
 JZ2889'(45.9 FT) EAST OF THE CENTER OF BROADWAY, 1.4 M (4.6 FT) ABOVE THE
 JZ2889'GROUND SURFACE, AND 0.4 M (1.3 FT) EAST OF THE SOUTHWEST CORNER OF
 JZ2889'THE COLUMN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1977 ***********************************************************************
 MD1977  DESIGNATION -  C 344
 MD1977  PID         -  MD1977
 MD1977  STATE/COUNTY-  OH/PAULDING
 MD1977  USGS QUAD   -  PAYNE (1973)
 MD1977
 MD1977                         *CURRENT SURVEY CONTROL
 MD1977  ___________________________________________________________________
 MD1977* NAD 83(1986)-  41 05 02.     (N)    084 37 53.     (W)     SCALED    
 MD1977* NAVD 88     -       224.484  (meters)     736.49   (feet)  ADJUSTED  
 MD1977  ___________________________________________________________________
 MD1977  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MD1977  DYNAMIC HT  -         224.389 (meters)     736.18  (feet)  COMP
 MD1977  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 MD1977
 MD1977  VERT ORDER  -  FIRST     CLASS II
 MD1977
 MD1977.The horizontal coordinates were scaled from a topographic map and have
 MD1977.an estimated accuracy of +/- 6 seconds.
 MD1977
 MD1977.The orthometric height was determined by differential leveling
 MD1977.and adjusted by the National Geodetic Survey in April 1995..
 MD1977
 MD1977.The geoid height was determined by GEOID03.
 MD1977
 MD1977.The dynamic height is computed by dividing the NAVD 88
 MD1977.geopotential number by the normal gravity value computed on the
 MD1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1977.degrees latitude (g = 980.6199 gals.).
 MD1977
 MD1977.The modeled gravity was interpolated from observed gravity values.
 MD1977
 MD1977;                    North         East    Units  Estimated Accuracy
 MD1977;SPC OH N     -   159,570.      420,930.      MT  (+/- 180 meters Scaled)
 MD1977
 MD1977                          SUPERSEDED SURVEY CONTROL
 MD1977
 MD1977  NGVD 29 (01/19/93)  224.638  (m)          737.00   (f) ADJUSTED    1 2
 MD1977
 MD1977.Superseded values are not recommended for survey control.
 MD1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1977.See file dsdata.txt to determine how the superseded data were derived.
 MD1977
 MD1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL989507(NAD 83)
 MD1977_MARKER: I = METAL ROD
 MD1977_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1977_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MD1977_STAMPING: C 344 1992
 MD1977_MARK LOGO: NGS   
 MD1977_PROJECTION: FLUSH
 MD1977_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1977+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1977_ROD/PIPE-DEPTH: 6.1  meters
 MD1977_SLEEVE-DEPTH  : 0.9 meters
 MD1977
 MD1977  HISTORY     - Date     Condition        Report By
 MD1977  HISTORY     - 1992     MONUMENTED       NGS
 MD1977
 MD1977                          STATION DESCRIPTION
 MD1977
 MD1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1977'8.5 KM (5.30 MI) EASTERLY ALONG STATE HIGHWAY 613 FROM THE POST
 MD1977'OFFICE IN PAYNE, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG COUNTY ROAD
 MD1977'87, 23.7 M (77.8 FT) SOUTH OF THE NEAR RAIL, 12.2 M (40.0 FT) WEST OF
 MD1977'THE ROAD CENTERLINE, 10.3 M (33.8 FT) SOUTHWEST OF UTILITY POLE
 MD1977'NUMBER 47704-5, 4.2 M (13.8 FT) WEST OF A SIGN POST, AND 0.3 M (1.0
 MD1977'FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 MD1977'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 MD1977'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3658 ***********************************************************************
 JZ3658  DESIGNATION -  C 345
 JZ3658  PID         -  JZ3658
 JZ3658  STATE/COUNTY-  OH/MONTGOMERY
 JZ3658  USGS QUAD   -  DAYTON SOUTH (1991)
 JZ3658
 JZ3658                         *CURRENT SURVEY CONTROL
 JZ3658  ___________________________________________________________________
 JZ3658* NAD 83(1995)-  39 43 04.47170(N)    084 13 04.26043(W)     ADJUSTED  
 JZ3658* NAVD 88     -       224.629  (meters)     736.97   (feet)  ADJUSTED  
 JZ3658  ___________________________________________________________________
 JZ3658  X           -     494,959.584 (meters)                     COMP
 JZ3658  Y           -  -4,887,932.232 (meters)                     COMP
 JZ3658  Z           -   4,054,065.032 (meters)                     COMP
 JZ3658  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 JZ3658  ELLIP HEIGHT-         191.39  (meters)          (10/07/05) GPS OBS
 JZ3658  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JZ3658  DYNAMIC HT  -         224.504 (meters)     736.56  (feet)  COMP
 JZ3658  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 JZ3658
 JZ3658  HORZ ORDER  -  FIRST
 JZ3658  VERT ORDER  -  FIRST     CLASS II
 JZ3658  ELLP ORDER  -  FOURTH    CLASS I
 JZ3658
 JZ3658.The horizontal coordinates were established by GPS observations
 JZ3658.and adjusted by the National Geodetic Survey in September 1997..
 JZ3658
 JZ3658.The orthometric height was determined by differential leveling
 JZ3658.and adjusted by the National Geodetic Survey in January 1994..
 JZ3658
 JZ3658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3658
 JZ3658.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3658
 JZ3658.The ellipsoidal height was determined by GPS observations
 JZ3658.and is referenced to NAD 83.
 JZ3658
 JZ3658.The geoid height was determined by GEOID03.
 JZ3658
 JZ3658.The dynamic height is computed by dividing the NAVD 88
 JZ3658.geopotential number by the normal gravity value computed on the
 JZ3658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3658.degrees latitude (g = 980.6199 gals.).
 JZ3658
 JZ3658.The modeled gravity was interpolated from observed gravity values.
 JZ3658
 JZ3658;                    North         East     Units Scale Factor Converg.
 JZ3658;SPC OH S     -   192,113.674   452,720.136   MT  0.99995281   -1 05 24.0
 JZ3658;UTM  16      - 4,400,150.013   738,475.193   MT  1.00030021   +1 46 43.2
 JZ3658
 JZ3658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3658!SPC OH S     -   0.99996998  x   0.99995281  =   0.99992279
 JZ3658!UTM  16      -   0.99996998  x   1.00030021  =   1.00027018
 JZ3658
 JZ3658                          SUPERSEDED SURVEY CONTROL
 JZ3658
 JZ3658  ELLIP H (09/11/97)  191.47   (m)                       GP(       ) 4 1
 JZ3658  NAVD 88 (09/11/97)  224.63   (m)          737.0    (f) LEVELING    3  
 JZ3658
 JZ3658.Superseded values are not recommended for survey control.
 JZ3658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3658.See file dsdata.txt to determine how the superseded data were derived.
 JZ3658
 JZ3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3847500150(NAD 83)
 JZ3658_MARKER: I = METAL ROD
 JZ3658_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3658_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3658_STAMPING: C 345 1993
 JZ3658_MARK LOGO: NGS   
 JZ3658_PROJECTION: FLUSH
 JZ3658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3658+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ3658_ROD/PIPE-DEPTH: 4.1  meters
 JZ3658_SLEEVE-DEPTH  : 0.9 meters
 JZ3658
 JZ3658  HISTORY     - Date     Condition        Report By
 JZ3658  HISTORY     - 1993     MONUMENTED       NGS
 JZ3658  HISTORY     - 19961202 GOOD             WOOLPT
 JZ3658  HISTORY     - 20041015 GOOD             INDIV
 JZ3658
 JZ3658                          STATION DESCRIPTION
 JZ3658
 JZ3658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3658'0.1 KM (0.05 MI) NORTHERLY ALONG DRYDEN ROAD FROM THE JUNCTION OF
 JZ3658'INTERSTATE HIGHWAY 75 IN MORAINE (EXIT 50), 29.3 M (96.1 FT) SOUTH OF
 JZ3658'A FIRE HYDRANT, 20.4 M (66.9 FT) EAST OF THE CENTERLINE OF THE
 JZ3658'NORTHBOUND LANES OF THE HIGHWAY, 0.8 M (2.6 FT) NORTHWEST OF A
 JZ3658'WITNESS POST, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD.
 JZ3658'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 JZ3658'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 JZ3658
 JZ3658                          STATION RECOVERY (1996)
 JZ3658
 JZ3658'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BBS)
 JZ3658'RECOVERED AS DESCRIBED.
 JZ3658
 JZ3658                          STATION RECOVERY (2004)
 JZ3658
 JZ3658'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3658'MONUMENT IS LOCATED AT BASE OF KNEE HIGH FENCE IN FRONT OF TARGET TOOL
 JZ3658'CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3665 ***********************************************************************
 JZ3665  DESIGNATION -  C 346
 JZ3665  PID         -  JZ3665
 JZ3665  STATE/COUNTY-  OH/MONTGOMERY
 JZ3665  USGS QUAD   -  DAYTON NORTH (1996)
 JZ3665
 JZ3665                         *CURRENT SURVEY CONTROL
 JZ3665  ___________________________________________________________________
 JZ3665* NAD 83(1986)-  39 46 49.     (N)    084 11 15.     (W)     SCALED    
 JZ3665* NAVD 88     -       227.304  (meters)     745.75   (feet)  ADJUSTED  
 JZ3665  ___________________________________________________________________
 JZ3665  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JZ3665  DYNAMIC HT  -         227.180 (meters)     745.34  (feet)  COMP
 JZ3665  MODELED GRAV-     980,074.5   (mgal)                       NAVD 88
 JZ3665
 JZ3665  VERT ORDER  -  FIRST     CLASS II
 JZ3665
 JZ3665.The horizontal coordinates were scaled from a topographic map and have
 JZ3665.an estimated accuracy of +/- 6 seconds.
 JZ3665
 JZ3665.The orthometric height was determined by differential leveling
 JZ3665.and adjusted by the National Geodetic Survey in January 1994..
 JZ3665
 JZ3665.The geoid height was determined by GEOID03.
 JZ3665
 JZ3665.The dynamic height is computed by dividing the NAVD 88
 JZ3665.geopotential number by the normal gravity value computed on the
 JZ3665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3665.degrees latitude (g = 980.6199 gals.).
 JZ3665
 JZ3665.The modeled gravity was interpolated from observed gravity values.
 JZ3665
 JZ3665;                    North         East    Units  Estimated Accuracy
 JZ3665;SPC OH S     -   198,990.      455,450.      MT  (+/- 180 meters Scaled)
 JZ3665
 JZ3665                          SUPERSEDED SURVEY CONTROL
 JZ3665
 JZ3665.No superseded survey control is available for this station.
 JZ3665
 JZ3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK408071(NAD 83)
 JZ3665_MARKER: I = METAL ROD
 JZ3665_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ3665_SP_SET: STAINLESS STEEL ROD
 JZ3665_STAMPING: C 346 1993
 JZ3665_MARK LOGO: NGS   
 JZ3665_PROJECTION: FLUSH
 JZ3665_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3665+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ3665_ROD/PIPE-DEPTH: 7.3  meters
 JZ3665
 JZ3665  HISTORY     - Date     Condition        Report By
 JZ3665  HISTORY     - 1993     MONUMENTED       NGS
 JZ3665  HISTORY     - 20041015 GOOD             INDIV
 JZ3665
 JZ3665                          STATION DESCRIPTION
 JZ3665
 JZ3665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3665'IN DAYTON, AT THE INTERSECTION OF HELENA STREET AND NORTH KEOWEE
 JZ3665'STREET, 65.0 M (213.3 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES
 JZ3665'OF THE DRIVE, 5.9 M (19.4 FT) SOUTH OF THE CENTER OF THE WESTBOUND
 JZ3665'LANES OF THE DRIVE, 5.7 M (18.7 FT) NORTH OF THE CENTER OF THE
 JZ3665'WESTBOUND LANES OF THE DRIVE, 2.8 M (9.2 FT) EAST OF UTILITY POLE
 JZ3665'NUMBER 392273, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 JZ3665'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JZ3665
 JZ3665                          STATION RECOVERY (2004)
 JZ3665
 JZ3665'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3665'MONUMENT IS LOCATED NEAR W. END OF 1ST BOULEVARD W. OF KEOWEE ST.  IT
 JZ3665'IS ON A LINE BETWEEN THE TWO LIGHT POLES IN BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3616 ***********************************************************************
 JZ3616  DESIGNATION -  C 347
 JZ3616  PID         -  JZ3616
 JZ3616  STATE/COUNTY-  OH/HAMILTON
 JZ3616  USGS QUAD   -  GLENDALE (1987)
 JZ3616
 JZ3616                         *CURRENT SURVEY CONTROL
 JZ3616  ___________________________________________________________________
 JZ3616* NAD 83(1986)-  39 17 51.     (N)    084 26 23.     (W)     SCALED    
 JZ3616* NAVD 88     -       181.180  (meters)     594.42   (feet)  ADJUSTED  
 JZ3616  ___________________________________________________________________
 JZ3616  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ3616  DYNAMIC HT  -         181.070 (meters)     594.06  (feet)  COMP
 JZ3616  MODELED GRAV-     980,016.6   (mgal)                       NAVD 88
 JZ3616
 JZ3616  VERT ORDER  -  FIRST     CLASS II
 JZ3616
 JZ3616.The horizontal coordinates were scaled from a topographic map and have
 JZ3616.an estimated accuracy of +/- 6 seconds.
 JZ3616
 JZ3616.The orthometric height was determined by differential leveling
 JZ3616.and adjusted by the National Geodetic Survey in January 1994..
 JZ3616
 JZ3616.The geoid height was determined by GEOID03.
 JZ3616
 JZ3616.The dynamic height is computed by dividing the NAVD 88
 JZ3616.geopotential number by the normal gravity value computed on the
 JZ3616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3616.degrees latitude (g = 980.6199 gals.).
 JZ3616
 JZ3616.The modeled gravity was interpolated from observed gravity values.
 JZ3616
 JZ3616;                    North         East    Units  Estimated Accuracy
 JZ3616;SPC OH S     -   145,840.      432,700.      MT  (+/- 180 meters Scaled)
 JZ3616
 JZ3616                          SUPERSEDED SURVEY CONTROL
 JZ3616
 JZ3616.No superseded survey control is available for this station.
 JZ3616
 JZ3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ207529(NAD 83)
 JZ3616_MARKER: I = METAL ROD
 JZ3616_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JZ3616+WITH SETTING: INFORMATION.
 JZ3616_SP_SET: METAL ROD DRIVEN INTO GROUND
 JZ3616_STAMPING: C 347 1993
 JZ3616_MARK LOGO: NGS   
 JZ3616_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3616+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3616
 JZ3616  HISTORY     - Date     Condition        Report By
 JZ3616  HISTORY     - 1993     MONUMENTED       NGS
 JZ3616
 JZ3616                          STATION DESCRIPTION
 JZ3616
 JZ3616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3616'0.9 KM (0.55 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 JZ3616'JUNCTION OF INTERSTATE HIGHWAY 275 IN SHARONVILLE (EXIT 16), 34.2 M
 JZ3616'(112.2 FT) WEST OF THE WEST FACE OF THE CENTRAL TRANSPORT BUILDING,
 JZ3616'22.9 M (75.1 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 JZ3616'HIGHWAY, 9.2 M (30.2 FT) NORTHWEST OF A FLAG POLE, 7.4 M (24.3 FT)
 JZ3616'WEST OF A WITNESS POST AND FENCE, AND 0.7 M (2.3 FT) ABOVE THE LEVEL
 JZ3616'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 JZ3616'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 JZ3616'CLASS A MARK.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT 1.9
 JZ3616'METERS AND FLUSH TO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2493 ***********************************************************************
 LA2493  DESIGNATION -  C 348
 LA2493  PID         -  LA2493
 LA2493  STATE/COUNTY-  OH/MIAMI
 LA2493  USGS QUAD   -  TROY (1984)
 LA2493
 LA2493                         *CURRENT SURVEY CONTROL
 LA2493  ___________________________________________________________________
 LA2493* NAD 83(1986)-  40 05 47.     (N)    084 13 50.     (W)     SCALED    
 LA2493* NAVD 88     -       265.317  (meters)     870.46   (feet)  ADJUSTED  
 LA2493  ___________________________________________________________________
 LA2493  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LA2493  DYNAMIC HT  -         265.183 (meters)     870.02  (feet)  COMP
 LA2493  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 LA2493
 LA2493  VERT ORDER  -  FIRST     CLASS II
 LA2493
 LA2493.The horizontal coordinates were scaled from a topographic map and have
 LA2493.an estimated accuracy of +/- 6 seconds.
 LA2493
 LA2493.The orthometric height was determined by differential leveling
 LA2493.and adjusted by the National Geodetic Survey in January 1994..
 LA2493
 LA2493.The geoid height was determined by GEOID03.
 LA2493
 LA2493.The dynamic height is computed by dividing the NAVD 88
 LA2493.geopotential number by the normal gravity value computed on the
 LA2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2493.degrees latitude (g = 980.6199 gals.).
 LA2493
 LA2493.The modeled gravity was interpolated from observed gravity values.
 LA2493
 LA2493;                    North         East    Units  Estimated Accuracy
 LA2493;SPC OH S     -   234,150.      452,440.      MT  (+/- 180 meters Scaled)
 LA2493
 LA2493                          SUPERSEDED SURVEY CONTROL
 LA2493
 LA2493.No superseded survey control is available for this station.
 LA2493
 LA2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK360421(NAD 83)
 LA2493_MARKER: I = METAL ROD
 LA2493_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2493_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2493_STAMPING: C 348 1993
 LA2493_MARK LOGO: NGS   
 LA2493_PROJECTION: FLUSH
 LA2493_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2493+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2493_ROD/PIPE-DEPTH: 6.2  meters
 LA2493_SLEEVE-DEPTH  : 0.9 meters
 LA2493
 LA2493  HISTORY     - Date     Condition        Report By
 LA2493  HISTORY     - 1993     MONUMENTED       NGS
 LA2493
 LA2493                          STATION DESCRIPTION
 LA2493
 LA2493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2493'26.9 KM (16.70 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2493'JUNCTION OF INTERSTATE HIGHWAY 70 IN VANDALIA (EXIT 61), 555.0 M
 LA2493'(1820.9 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 25A (EXIT 78), 31.5
 LA2493'M (103.3 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LA2493'HIGHWAY, 23.6 M (77.4 FT) SOUTH OF A BRACED FENCE POST, 0.7 M (2.3
 LA2493'FT) EAST OF A WITNESS POST AND FENCE, AND 0.6 M (2.0 FT) BELOW THE
 LA2493'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LA2493'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 LA2493'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2489 ***********************************************************************
 LA2489  DESIGNATION -  C 349
 LA2489  PID         -  LA2489
 LA2489  STATE/COUNTY-  OH/MIAMI
 LA2489  USGS QUAD   -  TROY (1984)
 LA2489
 LA2489                         *CURRENT SURVEY CONTROL
 LA2489  ___________________________________________________________________
 LA2489* NAD 83(1986)-  40 02 42.     (N)    084 12 55.     (W)     SCALED    
 LA2489* NAVD 88     -       250.752  (meters)     822.68   (feet)  ADJUSTED  
 LA2489  ___________________________________________________________________
 LA2489  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LA2489  DYNAMIC HT  -         250.622 (meters)     822.25  (feet)  COMP
 LA2489  MODELED GRAV-     980,101.4   (mgal)                       NAVD 88
 LA2489
 LA2489  VERT ORDER  -  FIRST     CLASS II
 LA2489
 LA2489.The horizontal coordinates were scaled from a topographic map and have
 LA2489.an estimated accuracy of +/- 6 seconds.
 LA2489
 LA2489.The orthometric height was determined by differential leveling
 LA2489.and adjusted by the National Geodetic Survey in January 1994..
 LA2489
 LA2489.The geoid height was determined by GEOID03.
 LA2489
 LA2489.The dynamic height is computed by dividing the NAVD 88
 LA2489.geopotential number by the normal gravity value computed on the
 LA2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2489.degrees latitude (g = 980.6199 gals.).
 LA2489
 LA2489.The modeled gravity was interpolated from observed gravity values.
 LA2489
 LA2489;                    North         East    Units  Estimated Accuracy
 LA2489;SPC OH S     -   228,420.      453,630.      MT  (+/- 180 meters Scaled)
 LA2489
 LA2489                          SUPERSEDED SURVEY CONTROL
 LA2489
 LA2489.No superseded survey control is available for this station.
 LA2489
 LA2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK375364(NAD 83)
 LA2489_MARKER: I = METAL ROD
 LA2489_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LA2489_SP_SET: STAINLESS STEEL ROD
 LA2489_STAMPING: C 349 1993
 LA2489_MARK LOGO: NGS   
 LA2489_PROJECTION: FLUSH
 LA2489_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2489+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2489_ROD/PIPE-DEPTH: 6.7  meters
 LA2489
 LA2489  HISTORY     - Date     Condition        Report By
 LA2489  HISTORY     - 1993     MONUMENTED       NGS
 LA2489
 LA2489                          STATION DESCRIPTION
 LA2489
 LA2489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2489'IN TROY, AT 1011 WEST MAIN STREET, NEAR THE SOUTHEAST CORNER OF A
 LA2489'TRIANGLE SHAPED LAWN OF BANK ONE AT 1011 WEST MAIN STREET, 590.0 M
 LA2489'(1935.7 FT) SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 25A (EXIT
 LA2489'78), 52.1 M (170.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BANK,
 LA2489'28.0 M (91.9 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 LA2489'OF THE STREET, 6.5 M (21.3 FT) EAST-SOUTHEAST OF THE SOUTHEAST CURB
 LA2489'OF A PARKING LOT, 3.3 M (10.8 FT) SOUTHEAST OF UTILITY POLE NUMBER
 LA2489'A3610, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE STREET.
 LA2489'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1127 ***********************************************************************
 JY1127  DESIGNATION -  C 35
 JY1127  PID         -  JY1127
 JY1127  STATE/COUNTY-  OH/CLARK
 JY1127  USGS QUAD   -  SPRINGFIELD (1981)
 JY1127
 JY1127                         *CURRENT SURVEY CONTROL
 JY1127  ___________________________________________________________________
 JY1127* NAD 83(1986)-  39 55 25.     (N)    083 47 40.     (W)     SCALED    
 JY1127* NAVD 88     -       296.469  (meters)     972.67   (feet)  ADJUSTED  
 JY1127  ___________________________________________________________________
 JY1127  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JY1127  DYNAMIC HT  -         296.303 (meters)     972.12  (feet)  COMP
 JY1127  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 JY1127
 JY1127  VERT ORDER  -  SECOND    CLASS 0
 JY1127
 JY1127.The horizontal coordinates were scaled from a topographic map and have
 JY1127.an estimated accuracy of +/- 6 seconds.
 JY1127
 JY1127.The orthometric height was determined by differential leveling
 JY1127.and adjusted by the National Geodetic Survey in June 1991..
 JY1127
 JY1127.The geoid height was determined by GEOID03.
 JY1127
 JY1127.The dynamic height is computed by dividing the NAVD 88
 JY1127.geopotential number by the normal gravity value computed on the
 JY1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1127.degrees latitude (g = 980.6199 gals.).
 JY1127
 JY1127.The modeled gravity was interpolated from observed gravity values.
 JY1127
 JY1127;                    North         East    Units  Estimated Accuracy
 JY1127;SPC OH S     -   214,340.      489,350.      MT  (+/- 180 meters Scaled)
 JY1127
 JY1127                          SUPERSEDED SURVEY CONTROL
 JY1127
 JY1127  NGVD 29 (??/??/92)  296.651  (m)          973.26   (f) ADJ UNCH    2 0
 JY1127
 JY1127.Superseded values are not recommended for survey control.
 JY1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1127.See file dsdata.txt to determine how the superseded data were derived.
 JY1127
 JY1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE611230(NAD 83)
 JY1127_MARKER: DB = BENCH MARK DISK
 JY1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1127_STAMPING: C 35 1934
 JY1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1127+STABILITY: SURFACE MOTION
 JY1127
 JY1127  HISTORY     - Date     Condition        Report By
 JY1127  HISTORY     - 1934     MONUMENTED       CGS
 JY1127  HISTORY     - 1949     GOOD             NGS
 JY1127
 JY1127                          STATION DESCRIPTION
 JY1127
 JY1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JY1127'AT SPRINGFIELD.
 JY1127'AT SPRINGFIELD, CLARK COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO,
 JY1127'AND ST. LOUIS RAILWAY, AT THE JUNCTION OF MAIN STREET AND LINCOLN
 JY1127'AVENUE, AT THE WEST CORNER OF THE TRIANGLE FORMED BY THE
 JY1127'SPRINGFIELD BUILDING SUPPLY CO. PROPERTY, THE RAILROAD TRACK AND
 JY1127'MAIN STREET, ON THE PROLONGATION OF THE CENTERLINE OF LINCOLN
 JY1127'AVENUE, 11 YARDS NORTH OF THE NORTH CURB OF MAIN STREET, AND
 JY1127'ABOUT ONE FOOT ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 JY1127'STAMPED C 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2492 ***********************************************************************
 LA2492  DESIGNATION -  C 350
 LA2492  PID         -  LA2492
 LA2492  STATE/COUNTY-  OH/MIAMI
 LA2492  USGS QUAD   -  TROY (1984)
 LA2492
 LA2492                         *CURRENT SURVEY CONTROL
 LA2492  ___________________________________________________________________
 LA2492* NAD 83(1986)-  40 05 15.     (N)    084 14 02.     (W)     SCALED    
 LA2492* NAVD 88     -       265.537  (meters)     871.18   (feet)  ADJUSTED  
 LA2492  ___________________________________________________________________
 LA2492  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LA2492  DYNAMIC HT  -         265.402 (meters)     870.74  (feet)  COMP
 LA2492  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 LA2492
 LA2492  VERT ORDER  -  FIRST     CLASS II
 LA2492
 LA2492.The horizontal coordinates were scaled from a topographic map and have
 LA2492.an estimated accuracy of +/- 6 seconds.
 LA2492
 LA2492.The orthometric height was determined by differential leveling
 LA2492.and adjusted by the National Geodetic Survey in January 1994..
 LA2492
 LA2492.The geoid height was determined by GEOID03.
 LA2492
 LA2492.The dynamic height is computed by dividing the NAVD 88
 LA2492.geopotential number by the normal gravity value computed on the
 LA2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2492.degrees latitude (g = 980.6199 gals.).
 LA2492
 LA2492.The modeled gravity was interpolated from observed gravity values.
 LA2492
 LA2492;                    North         East    Units  Estimated Accuracy
 LA2492;SPC OH S     -   233,170.      452,130.      MT  (+/- 180 meters Scaled)
 LA2492
 LA2492                          SUPERSEDED SURVEY CONTROL
 LA2492
 LA2492.No superseded survey control is available for this station.
 LA2492
 LA2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK358411(NAD 83)
 LA2492_MARKER: I = METAL ROD
 LA2492_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2492_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2492_STAMPING: C 350 1993
 LA2492_MARK LOGO: NGS   
 LA2492_PROJECTION: FLUSH
 LA2492_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2492+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2492_ROD/PIPE-DEPTH: 3.0  meters
 LA2492_SLEEVE-DEPTH  : 0.9 meters
 LA2492
 LA2492  HISTORY     - Date     Condition        Report By
 LA2492  HISTORY     - 1993     MONUMENTED       NGS
 LA2492
 LA2492                          STATION DESCRIPTION
 LA2492
 LA2492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2492'25.9 KM (16.10 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2492'JUNCTION OF INTERSTATE HIGHWAY 70 IN VANDALIA (EXIT 61), 59.5 M
 LA2492'(195.2 FT) SOUTHWEST OF THE WEST LEG OF A HIGHWAY INFORMATION SIGN,
 LA2492'19.7 M (64.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 LA2492'THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.8 M
 LA2492'(2.6 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 LA2492'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 LA2492'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1678 ***********************************************************************
 MC1678  FBN         -  This is a Federal Base Network Control Station.
 MC1678  DESIGNATION -  C 351
 MC1678  PID         -  MC1678
 MC1678  STATE/COUNTY-  OH/WOOD
 MC1678  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 MC1678
 MC1678                         *CURRENT SURVEY CONTROL
 MC1678  ___________________________________________________________________
 MC1678* NAD 83(1995)-  41 23 08.51593(N)    083 38 45.62110(W)     ADJUSTED  
 MC1678* NAVD 88     -       205.739  (meters)     675.00   (feet)  ADJUSTED  
 MC1678  ___________________________________________________________________
 MC1678  X           -     530,391.409 (meters)                     COMP
 MC1678  Y           -  -4,763,068.220 (meters)                     COMP
 MC1678  Z           -   4,194,768.861 (meters)                     COMP
 MC1678  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 MC1678  ELLIP HEIGHT-         170.40  (meters)          (09/23/04) GPS OBS
 MC1678  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC1678  DYNAMIC HT  -         205.654 (meters)     674.72  (feet)  COMP
 MC1678  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 MC1678
 MC1678  HORZ ORDER  -  B
 MC1678  VERT ORDER  -  FIRST     CLASS II
 MC1678  ELLP ORDER  -  FOURTH    CLASS I
 MC1678
 MC1678.The horizontal coordinates were established by GPS observations
 MC1678.and adjusted by the National Geodetic Survey in August 1996..
 MC1678
 MC1678.The orthometric height was determined by differential leveling
 MC1678.and adjusted by the National Geodetic Survey in January 1994..
 MC1678
 MC1678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1678
 MC1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1678
 MC1678.The ellipsoidal height was determined by GPS observations
 MC1678.and is referenced to NAD 83.
 MC1678
 MC1678.The geoid height was determined by GEOID03.
 MC1678
 MC1678.The dynamic height is computed by dividing the NAVD 88
 MC1678.geopotential number by the normal gravity value computed on the
 MC1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1678.degrees latitude (g = 980.6199 gals.).
 MC1678
 MC1678.The modeled gravity was interpolated from observed gravity values.
 MC1678
 MC1678;                    North         East     Units Scale Factor Converg.
 MC1678;SPC OH N     -   191,523.202   504,151.963   MT  0.99995451   -0 45 10.3
 MC1678;UTM  17      - 4,584,953.453   278,759.110   MT  1.00020242   -1 45 00.2
 MC1678
 MC1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1678!SPC OH N     -   0.99997327  x   0.99995451  =   0.99992778
 MC1678!UTM  17      -   0.99997327  x   1.00020242  =   1.00017569
 MC1678
 MC1678                          SUPERSEDED SURVEY CONTROL
 MC1678
 MC1678  ELLIP H (08/20/96)  170.45   (m)                       GP(       ) 4 2
 MC1678  NAVD 88 (08/20/96)  205.74   (m)          675.0    (f) LEVELING    3  
 MC1678
 MC1678.Superseded values are not recommended for survey control.
 MC1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1678.See file dsdata.txt to determine how the superseded data were derived.
 MC1678
 MC1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7875984953(NAD 83)
 MC1678_MARKER: I = METAL ROD
 MC1678_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1678_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1678_STAMPING: C 351 1993
 MC1678_MARK LOGO: NGS   
 MC1678_PROJECTION: FLUSH
 MC1678_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1678+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 MC1678_ROD/PIPE-DEPTH: 2.4  meters
 MC1678_SLEEVE-DEPTH  : 2.0 meters
 MC1678
 MC1678  HISTORY     - Date     Condition        Report By
 MC1678  HISTORY     - 1993     MONUMENTED       NGS
 MC1678  HISTORY     - 19941206 GOOD             OHDT
 MC1678  HISTORY     - 20030710 GOOD             NGS
 MC1678
 MC1678                          STATION DESCRIPTION
 MC1678
 MC1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1678'IN BOWLING GREEN, AT 317 EAST POE ROAD, 34.4 M (112.9 FT) EAST OF THE
 MC1678'SOUTHEAST CORNER OF THE OHIO DEPARTMENT OF TRANSPORTATION DISTRICT 2
 MC1678'BUILDING AT 317 EAST POE ROAD, 15.2 M (49.9 FT) NORTH OF THE CENTER
 MC1678'OF THE ROAD, 8.3 M (27.2 FT) EAST OF THE EXTENDED CENTER OF NORTH
 MC1678'ENTERPRISE STREET, 8.0 M (26.2 FT) NORTH-NORTHWEST OF A FIRE HYDRANT,
 MC1678'4.2 M (13.8 FT) SOUTH OF THE SOUTH EDGE OF A PARKING LOT, AND 0.1 M
 MC1678'(0.3 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 MC1678'POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD IS SET IN CONCRETE
 MC1678'POURED INTO A HOLE DRILLED INTO ROCK.  THE ROD WAS DRIVEN TO REFUSAL
 MC1678'AND ANCHORED.  THE SLEEVE SETS ON TOP OF THE CONCRETE.
 MC1678
 MC1678                          STATION RECOVERY (1994)
 MC1678
 MC1678'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (MDB)
 MC1678'IN BOWLING GREEN, AT 317 EAST POE ROAD, 34.4 M (112.9 FT) EAST OF THE
 MC1678'SOUTHEAST CORNER OF THE OHIO DEPARTMENT OF TRANSPORTATION DISTRICT 2
 MC1678'BUILDING, 15.2 M (49.9 FT) NORTH OF THE CENTER OF THE ROAD, 8.3 M
 MC1678'(27.2 FT) EAST OF THE EXTENDED CENTER OF NORTH ENTERPRISE STREET, 8.0
 MC1678'M (26.2 FT) NORTH-NORTHWEST OF A FIRE HYDRANT, 4.2 M (13.8 FT) SOUTH
 MC1678'OF THE SOUTH EDGE OF A PARKING LOT, AND 0.1 M (0.3 FT) BELOW THE LEVEL
 MC1678'OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MC1678'CAP.  THE ROD IS SET IN CONCRETE.  THE ROD IS FLUSH WITH GROUND LEVEL.
 MC1678'OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION, DISTRICT 2
 MC1678'DEPUTY DIRECTOR, 317 EAST POE ROAD, BOWLING GREEN, OHIO 43402.  MARK
 MC1678'IS ACCESSIBLE AT ALL TIMES.
 MC1678
 MC1678                          STATION RECOVERY (2003)
 MC1678
 MC1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 MC1678'RECOVERED AS DESCRIBED IN THE 1994 RECOVERY DESCRIPTION.  NEW TO REACH
 MC1678'FOLLOWS.
 MC1678' 
 MC1678'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 105
 MC1678'WITH INTERSTATE  HIGHWAY 75 AT EXIT 181, 1 MILE EAST OF BOWLING GREEN,
 MC1678'GO EAST ON HIGHWAY 105 FOR 0.2 MILE  TO THE JUNCTION OF NORTH
 MC1678'DUNBRIDGE ROAD ON THE LEFT AT A TRAFFIC LIGHT.  TURN LEFT AND  GO
 MC1678'NORTH ON NORTH DUNBRIDGE ROAD FOR 0.8 MILE TO THE JUNCTION OF EAST POE
 MC1678'ROAD.   TURN LEFT AND GO WEST ON EAST POE ROAD FOR 1.9 MILES TO THE
 MC1678'PARKING LOT FOR ODOT  DISTRICT 2 OFFICE AND THE STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1676 ***********************************************************************
 MC1676  DESIGNATION -  C 352
 MC1676  PID         -  MC1676
 MC1676  STATE/COUNTY-  OH/WOOD
 MC1676  USGS QUAD   -  BOWLING GREEN SOUTH (1994)
 MC1676
 MC1676                         *CURRENT SURVEY CONTROL
 MC1676  ___________________________________________________________________
 MC1676* NAD 83(1986)-  41 21 56.     (N)    083 39 10.     (W)     SCALED    
 MC1676* NAVD 88     -       212.644  (meters)     697.65   (feet)  ADJUSTED  
 MC1676  ___________________________________________________________________
 MC1676  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 MC1676  DYNAMIC HT  -         212.555 (meters)     697.36  (feet)  COMP
 MC1676  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 MC1676
 MC1676  VERT ORDER  -  FIRST     CLASS II
 MC1676
 MC1676.The horizontal coordinates were scaled from a topographic map and have
 MC1676.an estimated accuracy of +/- 6 seconds.
 MC1676
 MC1676.The orthometric height was determined by differential leveling
 MC1676.and adjusted by the National Geodetic Survey in January 1994..
 MC1676
 MC1676.The geoid height was determined by GEOID03.
 MC1676
 MC1676.The dynamic height is computed by dividing the NAVD 88
 MC1676.geopotential number by the normal gravity value computed on the
 MC1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1676.degrees latitude (g = 980.6199 gals.).
 MC1676
 MC1676.The modeled gravity was interpolated from observed gravity values.
 MC1676
 MC1676;                    North         East    Units  Estimated Accuracy
 MC1676;SPC OH N     -   189,290.      503,560.      MT  (+/- 180 meters Scaled)
 MC1676
 MC1676                          SUPERSEDED SURVEY CONTROL
 MC1676
 MC1676.No superseded survey control is available for this station.
 MC1676
 MC1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF781827(NAD 83)
 MC1676_MARKER: I = METAL ROD
 MC1676_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC1676+WITH SETTING: INFORMATION.
 MC1676_SP_SET: METAL ROD DRIVEN INTO GROUND
 MC1676_STAMPING: C 352 1993
 MC1676_MARK LOGO: NGS   
 MC1676_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1676+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 MC1676
 MC1676  HISTORY     - Date     Condition        Report By
 MC1676  HISTORY     - 1993     MONUMENTED       NGS
 MC1676  HISTORY     - 20041219 GOOD             USPSQD
 MC1676
 MC1676                          STATION DESCRIPTION
 MC1676
 MC1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1676'IN BOWLING GREEN, AT 710 KENWOOD AVENUE, 76.2 M (250.0 FT) WEST OF
 MC1676'AND LEVEL WITH THE CENTERLINE OF KENWOOD AVENUE, 32.8 M (107.6 FT)
 MC1676'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE KENWOOD ELEMENTARY
 MC1676'SCHOOL AT 710 KENWOOD AVENUE, 11.9 M (39.0 FT) EAST OF THE WEST
 MC1676'CORNER OF A CHAIN-LINK FENCE ENCLOSING A PLAYGROUND, 5.5 M (18.0 FT)
 MC1676'WEST OF UTILITY POLE NUMBER BG-3-198 WITH 2 GUY CABLES, 0.8 M (2.6
 MC1676'FT) NORTH OF THE NORTH EDGE OF A PAVED PARKING LOT, AND 0.7 M (2.3
 MC1676'FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 MC1676'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 MC1676'THE SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO REFUSAL
 MC1676'AND ANCHORED AT 2.4 METERS AND FLUSH WITH THE GROUND.
 MC1676
 MC1676                          STATION RECOVERY (2004)
 MC1676
 MC1676'RECOVERY NOTE BY US POWER SQUADRON 2004 (FME)
 MC1676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0861 ***********************************************************************
 JY0861  DESIGNATION -  C 36
 JY0861  PID         -  JY0861
 JY0861  STATE/COUNTY-  OH/PICKAWAY
 JY0861  USGS QUAD   -  CLARKSBURG (1979)
 JY0861
 JY0861                         *CURRENT SURVEY CONTROL
 JY0861  ___________________________________________________________________
 JY0861* NAD 83(1986)-  39 33 56.     (N)    083 09 14.     (W)     SCALED    
 JY0861* NAVD 88     -       252.417  (meters)     828.14   (feet)  ADJUSTED  
 JY0861  ___________________________________________________________________
 JY0861  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JY0861  DYNAMIC HT  -         252.273 (meters)     827.67  (feet)  COMP
 JY0861  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 JY0861
 JY0861  VERT ORDER  -  SECOND    CLASS 0
 JY0861
 JY0861.The horizontal coordinates were scaled from a topographic map and have
 JY0861.an estimated accuracy of +/- 6 seconds.
 JY0861
 JY0861.The orthometric height was determined by differential leveling
 JY0861.and adjusted by the National Geodetic Survey in June 1991..
 JY0861
 JY0861.The geoid height was determined by GEOID03.
 JY0861
 JY0861.The dynamic height is computed by dividing the NAVD 88
 JY0861.geopotential number by the normal gravity value computed on the
 JY0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0861.degrees latitude (g = 980.6199 gals.).
 JY0861
 JY0861.The modeled gravity was interpolated from observed gravity values.
 JY0861
 JY0861;                    North         East    Units  Estimated Accuracy
 JY0861;SPC OH S     -   174,000.      543,810.      MT  (+/- 180 meters Scaled)
 JY0861
 JY0861                          SUPERSEDED SURVEY CONTROL
 JY0861
 JY0861  NGVD 29 (??/??/92)  252.589  (m)          828.70   (f) ADJ UNCH    2 0
 JY0861
 JY0861.Superseded values are not recommended for survey control.
 JY0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0861.See file dsdata.txt to determine how the superseded data were derived.
 JY0861
 JY0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD149817(NAD 83)
 JY0861_MARKER: DB = BENCH MARK DISK
 JY0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0861_STAMPING: C 36 1934
 JY0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0861+STABILITY: SURFACE MOTION
 JY0861
 JY0861  HISTORY     - Date     Condition        Report By
 JY0861  HISTORY     - 1934     MONUMENTED       CGS
 JY0861
 JY0861                          STATION DESCRIPTION
 JY0861
 JY0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0861'2.1 MI SW FROM WILLIAMSPORT.
 JY0861'2.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JY0861'STATION AT WILLIAMSPORT, PICKAWAY COUNTY, AT A GRAVEL-ROAD CROSSING,
 JY0861'40.1 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD, 42 FEET NORTH
 JY0861'OF THE NORTH RAIL, 15.6 FEET EAST OF A FENCE CORNER, 5.2 FEET SOUTH
 JY0861'OF THE FENCE, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A STANDARD
 JY0861'DISK, STAMPED C 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1140 ***********************************************************************
 JY1140  DESIGNATION -  C 37
 JY1140  PID         -  JY1140
 JY1140  STATE/COUNTY-  OH/GREENE
 JY1140  USGS QUAD   -  CEDARVILLE (1987)
 JY1140
 JY1140                         *CURRENT SURVEY CONTROL
 JY1140  ___________________________________________________________________
 JY1140* NAD 83(1995)-  39 39 45.31224(N)    083 46 28.85599(W)     ADJUSTED  
 JY1140* NAVD 88     -       320.381  (meters)    1051.12   (feet)  ADJUSTED  
 JY1140  ___________________________________________________________________
 JY1140  X           -     533,184.687 (meters)                     COMP
 JY1140  Y           -  -4,887,930.887 (meters)                     COMP
 JY1140  Z           -   4,049,399.616 (meters)                     COMP
 JY1140  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 JY1140  ELLIP HEIGHT-         287.44  (meters)          (10/07/05) GPS OBS
 JY1140  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JY1140  DYNAMIC HT  -         320.195 (meters)    1050.51  (feet)  COMP
 JY1140  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 JY1140
 JY1140  HORZ ORDER  -  FIRST
 JY1140  VERT ORDER  -  SECOND    CLASS 0
 JY1140  ELLP ORDER  -  FOURTH    CLASS I
 JY1140
 JY1140.The horizontal coordinates were established by GPS observations
 JY1140.and adjusted by the National Geodetic Survey in April 1998..
 JY1140
 JY1140.The orthometric height was determined by differential leveling
 JY1140.and adjusted by the National Geodetic Survey in June 1991..
 JY1140
 JY1140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1140
 JY1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1140
 JY1140.The ellipsoidal height was determined by GPS observations
 JY1140.and is referenced to NAD 83.
 JY1140
 JY1140.The geoid height was determined by GEOID03.
 JY1140
 JY1140.The dynamic height is computed by dividing the NAVD 88
 JY1140.geopotential number by the normal gravity value computed on the
 JY1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1140.degrees latitude (g = 980.6199 gals.).
 JY1140
 JY1140.The modeled gravity was interpolated from observed gravity values.
 JY1140
 JY1140;                    North         East     Units Scale Factor Converg.
 JY1140;SPC OH S     -   185,342.657   490,625.468   MT  0.99994767   -0 48 31.7
 JY1140;UTM  17      - 4,393,988.940   261,974.917   MT  1.00029758   -1 46 18.5
 JY1140
 JY1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1140!SPC OH S     -   0.99995491  x   0.99994767  =   0.99990258
 JY1140!UTM  17      -   0.99995491  x   1.00029758  =   1.00025247
 JY1140
 JY1140                          SUPERSEDED SURVEY CONTROL
 JY1140
 JY1140  ELLIP H (04/01/98)  287.50   (m)                       GP(       ) 4 1
 JY1140  NAD 83(1986)-  39 39 45.31799(N)    083 46 28.86359(W) AD(       ) 1
 JY1140  NAVD 88 (10/01/93)  320.38   (m)         1051.1    (f) LEVELING    3  
 JY1140  NGVD 29 (??/??/92)  320.547  (m)         1051.66   (f) ADJ UNCH    2 0
 JY1140
 JY1140.Superseded values are not recommended for survey control.
 JY1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1140.See file dsdata.txt to determine how the superseded data were derived.
 JY1140
 JY1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6197593989(NAD 83)
 JY1140_MARKER: DB = BENCH MARK DISK
 JY1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1140_SP_SET: CONCRETE POST
 JY1140_STAMPING: C 37 1934
 JY1140_MARK LOGO: CGS   
 JY1140_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1140+STABILITY: SURFACE MOTION
 JY1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1140+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2005
 JY1140
 JY1140  HISTORY     - Date     Condition        Report By
 JY1140  HISTORY     - 1934     MONUMENTED       CGS
 JY1140  HISTORY     - 1958     GOOD             NGS
 JY1140  HISTORY     - 19920914 GOOD             GRWAS
 JY1140  HISTORY     - 19981130 GOOD             USPSQD
 JY1140  HISTORY     - 20051030 GOOD             GEOCAC
 JY1140
 JY1140                          STATION DESCRIPTION
 JY1140
 JY1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY1140'2.3 MI NW FROM JAMESTOWN.
 JY1140'2.3 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY1140'THE STATION AT JAMESTOWN, GREEN COUNTY, AT A GRAVEL ROAD CROSSING
 JY1140'(SIGN POST HOG EYE ROAD), 28.2 FEET NORTH OF THE NORTH RAIL,
 JY1140'26.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 8 FEET EAST OF A
 JY1140'CORNER FENCE POST, 2.2 FEET SOUTH OF THE FENCE, AND ABOUT 4 FEET
 JY1140'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 37 1934 AND
 JY1140'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DISK IS DEFACE
 JY1140'SLIGHTLY, BUT ELEVATIONS PROBABLY UNAFFECTED.
 JY1140
 JY1140                          STATION RECOVERY (1992)
 JY1140
 JY1140'RECOVERY NOTE BY GRW AERIAL SURVEY 1992
 JY1140'FROM THE JUNCTION OF U.S. ROUTE 35 AND U.S. ROUTE 68 IN XENIA, GO EAST
 JY1140'ON U.S. ROUTE 35 8.9 MI (14.32 KM) TO THE JUNCTION OF HOG EYE ROAD,
 JY1140'TURN RIGHT(SOUTH) AND GO 0.6 MI (0.97 KM) TO THE STATION ON THE LEFT.
 JY1140'STATION IS LOCATED ON TOWNSHIP ROAD T-74 (HOG EYE ROAD) 26.5 FT
 JY1140'(8.08 M) EAST OF THE CENTERLINE OF THE ROAD, 8 FT (2.44 M) EAST OF A
 JY1140'CORNER FENCE POST, AND 2.2 FT (0.67 M) SOUTH OF THE FENCE.
 JY1140
 JY1140                          STATION RECOVERY (1998)
 JY1140
 JY1140'RECOVERY NOTE BY US POWER SQUADRON 1998
 JY1140'RECOVERED IN GOOD CONDITION.
 JY1140
 JY1140                          STATION RECOVERY (2005)
 JY1140
 JY1140'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JY1140'WAS FOUND IN FAIR CONDITION.  IT HAS BEEN DEFACED AS PREVIOUSLY NOTED.
 JY1140'THE FENCE POST ON THE DATASHEET HAS BEEN DAMAGED AND THE FENCE HAS
 JY1140'BEEN REMOVED.  THE OLD RAIL LINE HAS BEEN REPLACED BY A BIKE PATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1549 ***********************************************************************
 KZ1549  DESIGNATION -  C 38
 KZ1549  PID         -  KZ1549
 KZ1549  STATE/COUNTY-  OH/MADISON
 KZ1549  USGS QUAD   -  PLUMWOOD (1961)
 KZ1549
 KZ1549                         *CURRENT SURVEY CONTROL
 KZ1549  ___________________________________________________________________
 KZ1549* NAD 83(1986)-  40 04 57.     (N)    083 24 24.     (W)     SCALED    
 KZ1549* NAVD 88     -       299.329  (meters)     982.05   (feet)  ADJUSTED  
 KZ1549  ___________________________________________________________________
 KZ1549  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KZ1549  DYNAMIC HT  -         299.173 (meters)     981.54  (feet)  COMP
 KZ1549  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 KZ1549
 KZ1549  VERT ORDER  -  SECOND    CLASS 0
 KZ1549
 KZ1549.The horizontal coordinates were scaled from a topographic map and have
 KZ1549.an estimated accuracy of +/- 6 seconds.
 KZ1549
 KZ1549.The orthometric height was determined by differential leveling
 KZ1549.and adjusted by the National Geodetic Survey in June 1991..
 KZ1549
 KZ1549.The geoid height was determined by GEOID03.
 KZ1549
 KZ1549.The dynamic height is computed by dividing the NAVD 88
 KZ1549.geopotential number by the normal gravity value computed on the
 KZ1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1549.degrees latitude (g = 980.6199 gals.).
 KZ1549
 KZ1549.The modeled gravity was interpolated from observed gravity values.
 KZ1549
 KZ1549;                    North         East    Units  Estimated Accuracy
 KZ1549;SPC OH S     -   231,580.      522,670.      MT  (+/- 180 meters Scaled)
 KZ1549
 KZ1549                          SUPERSEDED SURVEY CONTROL
 KZ1549
 KZ1549  NGVD 29 (??/??/92)  299.513  (m)          982.65   (f) ADJ UNCH    2 0
 KZ1549
 KZ1549.Superseded values are not recommended for survey control.
 KZ1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1549.See file dsdata.txt to determine how the superseded data were derived.
 KZ1549
 KZ1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE948396(NAD 83)
 KZ1549_MARKER: DB = BENCH MARK DISK
 KZ1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1549_STAMPING: C 38 1934
 KZ1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1549+STABILITY: SURFACE MOTION
 KZ1549
 KZ1549  HISTORY     - Date     Condition        Report By
 KZ1549  HISTORY     - 1934     MONUMENTED       CGS
 KZ1549  HISTORY     - 1959     GOOD             NGS
 KZ1549
 KZ1549                          STATION DESCRIPTION
 KZ1549
 KZ1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1549'11.2 MI S FROM MARYSVILLE.
 KZ1549'IN MADISON COUNTY, 11.2 MILES SOUTH ALONG STATE HIGHWAY 38 FROM
 KZ1549'THE SOUTH CORPORATION LIMIT OF MARYSVILLE, UNION COUNTY, 28.3 FEET
 KZ1549'EAST OF THE CENTERLINE OF THE HIGHWAY, 2.9 FEET SOUTH OF A POLE,
 KZ1549'1.5 FEET WEST OF THE WIRE FENCE, AND ABOUT LEVEL WITH THE ROADWAY.
 KZ1549'A STANDARD DISK, STAMPED C 38 1934 AND SET IN THE TOP OF A CONCRETE
 KZ1549'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0923 ***********************************************************************
 JY0923  DESIGNATION -  C 39
 JY0923  PID         -  JY0923
 JY0923  STATE/COUNTY-  OH/FAYETTE
 JY0923  USGS QUAD   -  MIDWAY (1974)
 JY0923
 JY0923                         *CURRENT SURVEY CONTROL
 JY0923  ___________________________________________________________________
 JY0923* NAD 83(1986)-  39 38 43.     (N)    083 25 53.     (W)     SCALED    
 JY0923* NAVD 88     -       303.252  (meters)     994.92   (feet)  ADJUSTED  
 JY0923  ___________________________________________________________________
 JY0923  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 JY0923  DYNAMIC HT  -         303.091 (meters)     994.39  (feet)  COMP
 JY0923  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 JY0923
 JY0923  VERT ORDER  -  SECOND    CLASS 0
 JY0923
 JY0923.The horizontal coordinates were scaled from a topographic map and have
 JY0923.an estimated accuracy of +/- 6 seconds.
 JY0923
 JY0923.The orthometric height was determined by differential leveling
 JY0923.and adjusted by the National Geodetic Survey in June 1991..
 JY0923
 JY0923.The geoid height was determined by GEOID03.
 JY0923
 JY0923.The dynamic height is computed by dividing the NAVD 88
 JY0923.geopotential number by the normal gravity value computed on the
 JY0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0923.degrees latitude (g = 980.6199 gals.).
 JY0923
 JY0923.The modeled gravity was interpolated from observed gravity values.
 JY0923
 JY0923;                    North         East    Units  Estimated Accuracy
 JY0923;SPC OH S     -   183,060.      520,060.      MT  (+/- 180 meters Scaled)
 JY0923
 JY0923                          SUPERSEDED SURVEY CONTROL
 JY0923
 JY0923  NGVD 29 (??/??/92)  303.438  (m)          995.53   (f) ADJ UNCH    2 0
 JY0923
 JY0923.Superseded values are not recommended for survey control.
 JY0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0923.See file dsdata.txt to determine how the superseded data were derived.
 JY0923
 JY0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD913912(NAD 83)
 JY0923_MARKER: DB = BENCH MARK DISK
 JY0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0923_STAMPING: C 39 1934
 JY0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0923+STABILITY: SURFACE MOTION
 JY0923
 JY0923  HISTORY     - Date     Condition        Report By
 JY0923  HISTORY     - 1934     MONUMENTED       CGS
 JY0923  HISTORY     - 1934     MARK NOT FOUND   NGS
 JY0923
 JY0923                          STATION DESCRIPTION
 JY0923
 JY0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0923'3.4 MI N FROM BLOOMINGBURG.
 JY0923'3.4 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 JY0923'BLOOMINGBURG, FAYETTE COUNTY, 96 YARDS SOUTH OF THE CENTER
 JY0923'OF THE JUNCTION OF A ROAD LEADING TO THE LESLIE VAUGHNS FARM,
 JY0923'3.2 FEET WEST OF A FENCC-CORNER POST, 1.4 FEET EAST OF THE
 JY0923'FENCE LINE, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.  A STANDARD
 JY0923'DISK, STAMPED C 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JY0923
 JY0923                          STATION RECOVERY (1934)
 JY0923
 JY0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JY0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0160 ***********************************************************************
 MD0160  DESIGNATION -  C 40
 MD0160  PID         -  MD0160
 MD0160  STATE/COUNTY-  OH/HENRY
 MD0160  USGS QUAD   -  FLORIDA (1977)
 MD0160
 MD0160                         *CURRENT SURVEY CONTROL
 MD0160  ___________________________________________________________________
 MD0160* NAD 83(1986)-  41 21 07.     (N)    084 13 28.     (W)     SCALED    
 MD0160* NAVD 88     -       214.921  (meters)     705.12   (feet)  POSTED    
 MD0160  ___________________________________________________________________
 MD0160  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 MD0160  DYNAMIC HT  -         214.830 (meters)     704.82  (feet)  COMP
 MD0160  MODELED GRAV-     980,191.4   (mgal)                       NAVD 88
 MD0160
 MD0160  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0160
 MD0160.The horizontal coordinates were scaled from a topographic map and have
 MD0160.an estimated accuracy of +/- 6 seconds.
 MD0160
 MD0160.The orthometric height was determined by differential leveling
 MD0160.and adjusted by the National Geodetic Survey in 1992..
 MD0160.No vertical observational check was made to the station.
 MD0160.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0160.was located on a no-check spur therefore a value was not computed.
 MD0160
 MD0160.The geoid height was determined by GEOID03.
 MD0160
 MD0160.The dynamic height is computed by dividing the NAVD 88
 MD0160.geopotential number by the normal gravity value computed on the
 MD0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0160.degrees latitude (g = 980.6199 gals.).
 MD0160
 MD0160.The modeled gravity was interpolated from observed gravity values.
 MD0160
 MD0160;                    North         East    Units  Estimated Accuracy
 MD0160;SPC OH N     -   188,570.      455,700.      MT  (+/- 180 meters Scaled)
 MD0160
 MD0160                          SUPERSEDED SURVEY CONTROL
 MD0160
 MD0160  NGVD 29 (??/??/92)  215.119  (m)          705.77   (f) ADJ UNCH    2 0
 MD0160
 MD0160.Superseded values are not recommended for survey control.
 MD0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0160.See file dsdata.txt to determine how the superseded data were derived.
 MD0160
 MD0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL321815(NAD 83)
 MD0160_MARKER: DB = BENCH MARK DISK
 MD0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0160_STAMPING: C 40 1934
 MD0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0160+STABILITY: SURFACE MOTION
 MD0160
 MD0160  HISTORY     - Date     Condition        Report By
 MD0160  HISTORY     - 1934     MONUMENTED       CGS
 MD0160  HISTORY     - 1963     GOOD             NGS
 MD0160
 MD0160                          STATION DESCRIPTION
 MD0160
 MD0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MD0160'0.5 MI W FROM OKOLONA.
 MD0160'0.5 MILE WEST ALONG THE WABASH RAILWAY FROM THE STATION AT
 MD0160'OKOLONA, HENRY COUNTY, 3.9 FEET SOUTH OF MILEPOST T 42 - ST.
 MD0160'L. 394, 30 YARDS NORTH OF A DIRT ROAD PARALLELING THE TRACK, 12.4
 MD0160'FEET SOUTH OF THE SOUTH RAIL, AND 6 INCHES LOWER THAN THE TOP
 MD0160'OF THE RAIL.  A STANDARD DISK, STAMPED C 40 1934 AND SET IN
 MD0160'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0594 ***********************************************************************
 MD0594  DESIGNATION -  C 41
 MD0594  PID         -  MD0594
 MD0594  STATE/COUNTY-  OH/WILLIAMS
 MD0594  USGS QUAD   -  MONTPELIER (1973)
 MD0594
 MD0594                         *CURRENT SURVEY CONTROL
 MD0594  ___________________________________________________________________
 MD0594* NAD 83(1986)-  41 30 42.     (N)    084 30 16.     (W)     SCALED    
 MD0594* NAVD 88     -       231.128  (meters)     758.29   (feet)  ADJUSTED  
 MD0594  ___________________________________________________________________
 MD0594  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 MD0594  DYNAMIC HT  -         231.038 (meters)     758.00  (feet)  COMP
 MD0594  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 MD0594
 MD0594  VERT ORDER  -  SECOND    CLASS 0
 MD0594
 MD0594.The horizontal coordinates were scaled from a topographic map and have
 MD0594.an estimated accuracy of +/- 6 seconds.
 MD0594
 MD0594.The orthometric height was determined by differential leveling
 MD0594.and adjusted by the National Geodetic Survey in June 1991..
 MD0594
 MD0594.The geoid height was determined by GEOID03.
 MD0594
 MD0594.The dynamic height is computed by dividing the NAVD 88
 MD0594.geopotential number by the normal gravity value computed on the
 MD0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0594.degrees latitude (g = 980.6199 gals.).
 MD0594
 MD0594.The modeled gravity was interpolated from observed gravity values.
 MD0594
 MD0594;                    North         East    Units  Estimated Accuracy
 MD0594;SPC OH N     -   206,810.      432,690.      MT  (+/- 180 meters Scaled)
 MD0594
 MD0594                          SUPERSEDED SURVEY CONTROL
 MD0594
 MD0594  NGVD 29 (??/??/92)  231.278  (m)          758.78   (f) ADJ UNCH    2 0
 MD0594
 MD0594.Superseded values are not recommended for survey control.
 MD0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0594.See file dsdata.txt to determine how the superseded data were derived.
 MD0594
 MD0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL082985(NAD 83)
 MD0594_MARKER: DB = BENCH MARK DISK
 MD0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0594_STAMPING: C 41 1934
 MD0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0594+STABILITY: SURFACE MOTION
 MD0594
 MD0594  HISTORY     - Date     Condition        Report By
 MD0594  HISTORY     - 1934     MONUMENTED       CGS
 MD0594  HISTORY     - 1961     MARK NOT FOUND   USGS
 MD0594
 MD0594                          STATION DESCRIPTION
 MD0594
 MD0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0594'AT PULASKI.
 MD0594'AT PULASKI, WILLIAMS COUNTY, ON THE CINCINNATI NORTHERN RAILROAD,
 MD0594'88 YARDS SOUTHWEST OF A WHISTLE POST, 13 YARDS NORTHWEST OF POLE
 MD0594'55/25, 13-6 FEET NORTHWEST OF THE NORTHWEST RAIL, 18 FEET
 MD0594'SOUTHEAST OF A WIRE FENCE, AND ABOUT 1 FOOT LOWER THAN THE
 MD0594'TRACK.  A STANDARD DISK, STAMPED C 41 1934 AND SET IN THE TOP
 MD0594'OF A CONCRETE POST.
 MD0594
 MD0594                          STATION RECOVERY (1961)
 MD0594
 MD0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MD0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0410 ***********************************************************************
 MD0410  DESIGNATION -  C 42
 MD0410  PID         -  MD0410
 MD0410  STATE/COUNTY-  OH/PAULDING
 MD0410  USGS QUAD   -  LATTY (1973)
 MD0410
 MD0410                         *CURRENT SURVEY CONTROL
 MD0410  ___________________________________________________________________
 MD0410* NAD 83(1986)-  41 05 06.     (N)    084 34 58.     (W)     SCALED    
 MD0410* NAVD 88     -       223.041  (meters)     731.76   (feet)  ADJUSTED  
 MD0410  ___________________________________________________________________
 MD0410  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MD0410  DYNAMIC HT  -         222.947 (meters)     731.45  (feet)  COMP
 MD0410  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 MD0410
 MD0410  VERT ORDER  -  SECOND    CLASS 0
 MD0410
 MD0410.The horizontal coordinates were scaled from a topographic map and have
 MD0410.an estimated accuracy of +/- 6 seconds.
 MD0410
 MD0410.The orthometric height was determined by differential leveling
 MD0410.and adjusted by the National Geodetic Survey in June 1991..
 MD0410
 MD0410.The geoid height was determined by GEOID03.
 MD0410
 MD0410.The dynamic height is computed by dividing the NAVD 88
 MD0410.geopotential number by the normal gravity value computed on the
 MD0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0410.degrees latitude (g = 980.6199 gals.).
 MD0410
 MD0410.The modeled gravity was interpolated from observed gravity values.
 MD0410
 MD0410;                    North         East    Units  Estimated Accuracy
 MD0410;SPC OH N     -   159,590.      425,020.      MT  (+/- 180 meters Scaled)
 MD0410
 MD0410                          SUPERSEDED SURVEY CONTROL
 MD0410
 MD0410  NGVD 29 (??/??/92)  223.200  (m)          732.28   (f) ADJ UNCH    2 0
 MD0410
 MD0410.Superseded values are not recommended for survey control.
 MD0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0410.See file dsdata.txt to determine how the superseded data were derived.
 MD0410
 MD0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL030510(NAD 83)
 MD0410_MARKER: DB = BENCH MARK DISK
 MD0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0410_SP_SET: SWITCH BASE
 MD0410_STAMPING: C 42 1934
 MD0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0410
 MD0410  HISTORY     - Date     Condition        Report By
 MD0410  HISTORY     - 1934     MONUMENTED       CGS
 MD0410  HISTORY     - 1968     MARK NOT FOUND   NGS
 MD0410
 MD0410                          STATION DESCRIPTION
 MD0410
 MD0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0410'AT LATTY.
 MD0410'AT LATTY, PAULDING COUNTY, ON THE CINCINNATI NORTHERN RAILROAD,
 MD0410'AT THE SOUTHWEST CORNER OF THE CROSSING OF THE NEW YORK, CHICAGO
 MD0410'AND ST. LOUIS RAILROAD, IN THE TOP OF AN ABANDONED CONCRETE
 MD0410'SWITCH BASE, 8 RAILS SOUTH OF A SIGNAL TOWER, EAST OF A LINE OF
 MD0410'TELEPHONE POLES, 5.7 FEET WEST OF THE WEST RAIL, AND LEVEL WITH
 MD0410'THE TRACK.  A STANDARD DISK, STAMPED C 42 1934.
 MD0410
 MD0410                          STATION RECOVERY (1968)
 MD0410
 MD0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MD0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0524 ***********************************************************************
 LA0524  DESIGNATION -  C 43
 LA0524  PID         -  LA0524
 LA0524  STATE/COUNTY-  OH/MERCER
 LA0524  USGS QUAD   -  CELINA (1982)
 LA0524
 LA0524                         *CURRENT SURVEY CONTROL
 LA0524  ___________________________________________________________________
 LA0524* NAD 83(1986)-  40 32 29.     (N)    084 34 35.     (W)     SCALED    
 LA0524* NAVD 88     -       263.256  (meters)     863.70   (feet)  ADJUSTED  
 LA0524  ___________________________________________________________________
 LA0524  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0524  DYNAMIC HT  -         263.129 (meters)     863.28  (feet)  COMP
 LA0524  MODELED GRAV-     980,138.2   (mgal)                       NAVD 88
 LA0524
 LA0524  VERT ORDER  -  SECOND    CLASS 0
 LA0524
 LA0524.The horizontal coordinates were scaled from a topographic map and have
 LA0524.an estimated accuracy of +/- 6 seconds.
 LA0524
 LA0524.The orthometric height was determined by differential leveling
 LA0524.and adjusted by the National Geodetic Survey in June 1991..
 LA0524.WARNING-Repeat measurements at this control monument indicate possible
 LA0524.vertical movement.
 LA0524
 LA0524.The geoid height was determined by GEOID03.
 LA0524
 LA0524.The dynamic height is computed by dividing the NAVD 88
 LA0524.geopotential number by the normal gravity value computed on the
 LA0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0524.degrees latitude (g = 980.6199 gals.).
 LA0524
 LA0524.The modeled gravity was interpolated from observed gravity values.
 LA0524
 LA0524;                    North         East    Units  Estimated Accuracy
 LA0524;SPC OH N     -    99,230.      424,120.      MT  (+/- 180 meters Scaled)
 LA0524
 LA0524                          SUPERSEDED SURVEY CONTROL
 LA0524
 LA0524  NGVD 29 (??/??/92)  263.411  (m)          864.21   (f) ADJ UNCH    2 0
 LA0524
 LA0524.Superseded values are not recommended for survey control.
 LA0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0524.See file dsdata.txt to determine how the superseded data were derived.
 LA0524
 LA0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK052906(NAD 83)
 LA0524_MARKER: DB = BENCH MARK DISK
 LA0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0524_STAMPING: C 43 1934
 LA0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0524+STABILITY: SURFACE MOTION
 LA0524
 LA0524  HISTORY     - Date     Condition        Report By
 LA0524  HISTORY     - 1934     MONUMENTED       CGS
 LA0524  HISTORY     - 1947     GOOD             NGS
 LA0524
 LA0524                          STATION DESCRIPTION
 LA0524
 LA0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0524'AT CELINA.
 LA0524'AT CELINA, ABOUT 0.1 MILE NORTH OF THE INTERSECTION OF THE
 LA0524'CINCINNATI NORTHERN RAILROAD AND THE NEW YORK, CHICAGO AND ST.
 LA0524'LOUIS RAILROAD, 64 FEET WEST AND ACROSS THE C.N.RR FROM MILEAGE
 LA0524'POLE NO. 127/07, 181 FEET SOUTH OF A SWITCH STAND, 71 FEET SOUTH
 LA0524'OF THE SOUTHEAST CORNER OF A SMALL COTTAGE, 7.5 FEET WEST OF THE
 LA0524'WEST RAIL OF A SWITCH TRACK, 20.3 FEET WEST OF THE WEST RAIL OF
 LA0524'THE MAIN TRACK, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 LA0524'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 LA0524'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0474 ***********************************************************************
 LA0474  DESIGNATION -  C 44
 LA0474  PID         -  LA0474
 LA0474  STATE/COUNTY-  OH/VAN WERT
 LA0474  USGS QUAD   -  GLENMORE (1980)
 LA0474
 LA0474                         *CURRENT SURVEY CONTROL
 LA0474  ___________________________________________________________________
 LA0474* NAD 83(1986)-  40 47 20.     (N)    084 43 13.     (W)     SCALED    
 LA0474* NAVD 88     -       246.836  (meters)     809.83   (feet)  ADJUSTED  
 LA0474  ___________________________________________________________________
 LA0474  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 LA0474  DYNAMIC HT  -         246.726 (meters)     809.47  (feet)  COMP
 LA0474  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 LA0474
 LA0474  VERT ORDER  -  SECOND    CLASS 0
 LA0474
 LA0474.The horizontal coordinates were scaled from a topographic map and have
 LA0474.an estimated accuracy of +/- 6 seconds.
 LA0474
 LA0474.The orthometric height was determined by differential leveling
 LA0474.and adjusted by the National Geodetic Survey in June 1991..
 LA0474
 LA0474.The geoid height was determined by GEOID03.
 LA0474
 LA0474.The dynamic height is computed by dividing the NAVD 88
 LA0474.geopotential number by the normal gravity value computed on the
 LA0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0474.degrees latitude (g = 980.6199 gals.).
 LA0474
 LA0474.The modeled gravity was interpolated from observed gravity values.
 LA0474
 LA0474;                    North         East    Units  Estimated Accuracy
 LA0474;SPC OH N     -   127,000.      412,630.      MT  (+/- 180 meters Scaled)
 LA0474
 LA0474                          SUPERSEDED SURVEY CONTROL
 LA0474
 LA0474  NGVD 29 (??/??/92)  246.998  (m)          810.36   (f) ADJ UNCH    2 0
 LA0474
 LA0474.Superseded values are not recommended for survey control.
 LA0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0474.See file dsdata.txt to determine how the superseded data were derived.
 LA0474
 LA0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL923178(NAD 83)
 LA0474_MARKER: DB = BENCH MARK DISK
 LA0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0474_STAMPING: C 44 1934
 LA0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0474+STABILITY: SURFACE MOTION
 LA0474
 LA0474  HISTORY     - Date     Condition        Report By
 LA0474  HISTORY     - 1934     MONUMENTED       CGS
 LA0474
 LA0474                          STATION DESCRIPTION
 LA0474
 LA0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0474'1.4 MI W FROM GLENMORE.
 LA0474'1.4 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0474'GLENMORE, VAN WERT COUNTY, ABOUT 450 FEET EAST OF A FARM-ROAD
 LA0474'CROSSING, 1 YARDS EAST OF MILEPOST M 85, 3-1/2 RAILS NORTH OF
 LA0474'THE NORTH RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE
 LA0474'RAIL.  A STANDARD DISK, STAMPED C 44 1934 AND SET IN THE TOP
 LA0474'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0125 ***********************************************************************
 LA0125  DESIGNATION -  C 45
 LA0125  PID         -  LA0125
 LA0125  STATE/COUNTY-  OH/SHELBY
 LA0125  USGS QUAD   -  FORT LORAMIE (1973)
 LA0125
 LA0125                         *CURRENT SURVEY CONTROL
 LA0125  ___________________________________________________________________
 LA0125* NAD 83(1986)-  40 16 18.     (N)    084 15 52.     (W)     SCALED    
 LA0125* NAVD 88     -       296.259  (meters)     971.98   (feet)  ADJUSTED  
 LA0125  ___________________________________________________________________
 LA0125  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LA0125  DYNAMIC HT  -         296.111 (meters)     971.49  (feet)  COMP
 LA0125  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 LA0125
 LA0125  VERT ORDER  -  SECOND    CLASS 0
 LA0125
 LA0125.The horizontal coordinates were scaled from a topographic map and have
 LA0125.an estimated accuracy of +/- 6 seconds.
 LA0125
 LA0125.The orthometric height was determined by differential leveling
 LA0125.and adjusted by the National Geodetic Survey in June 1991..
 LA0125
 LA0125.The geoid height was determined by GEOID03.
 LA0125
 LA0125.The dynamic height is computed by dividing the NAVD 88
 LA0125.geopotential number by the normal gravity value computed on the
 LA0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0125.degrees latitude (g = 980.6199 gals.).
 LA0125
 LA0125.The modeled gravity was interpolated from observed gravity values.
 LA0125
 LA0125;                    North         East    Units  Estimated Accuracy
 LA0125;SPC OH N     -    68,700.      449,930.      MT  (+/- 180 meters Scaled)
 LA0125
 LA0125                          SUPERSEDED SURVEY CONTROL
 LA0125
 LA0125  NGVD 29 (??/??/92)  296.457  (m)          972.63   (f) ADJ UNCH    2 0
 LA0125
 LA0125.Superseded values are not recommended for survey control.
 LA0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0125.See file dsdata.txt to determine how the superseded data were derived.
 LA0125
 LA0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK325615(NAD 83)
 LA0125_MARKER: DB = BENCH MARK DISK
 LA0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0125_SP_SET: SIGNAL BASE
 LA0125_STAMPING: C 45 1934
 LA0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0125
 LA0125  HISTORY     - Date     Condition        Report By
 LA0125  HISTORY     - 1934     MONUMENTED       CGS
 LA0125
 LA0125                          STATION DESCRIPTION
 LA0125
 LA0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0125'1.1 MI W FROM HARDIN.
 LA0125'1.1 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA0125'LOUIS RAILWAY FROM THE STATION AT HARDIN, SHELBY COUNTY, 0.5
 LA0125'MILE EAST OF A CONCRETE OVERHEAD CROSSING, IN THE TOP OF THE
 LA0125'NORTHWEST CORNER OF THE CONCRETE BASE OF SIGNAL 1692, 519
 LA0125'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND ABOUT 1-1/2
 LA0125'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED C 45 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0281 ***********************************************************************
 LA0281  DESIGNATION -  C 46
 LA0281  PID         -  LA0281
 LA0281  STATE/COUNTY-  OH/DARKE
 LA0281  USGS QUAD   -  GREENVILLE WEST (1980)
 LA0281
 LA0281                         *CURRENT SURVEY CONTROL
 LA0281  ___________________________________________________________________
 LA0281* NAD 83(1986)-  40 06 30.     (N)    084 38 26.     (W)     SCALED    
 LA0281* NAVD 88     -       316.393  (meters)    1038.03   (feet)  ADJUSTED  
 LA0281  ___________________________________________________________________
 LA0281  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LA0281  DYNAMIC HT  -         316.222 (meters)    1037.47  (feet)  COMP
 LA0281  MODELED GRAV-     980,075.9   (mgal)                       NAVD 88
 LA0281
 LA0281  VERT ORDER  -  SECOND    CLASS 0
 LA0281
 LA0281.The horizontal coordinates were scaled from a topographic map and have
 LA0281.an estimated accuracy of +/- 6 seconds.
 LA0281
 LA0281.The orthometric height was determined by differential leveling
 LA0281.and adjusted by the National Geodetic Survey in June 1991..
 LA0281
 LA0281.The geoid height was determined by GEOID03.
 LA0281
 LA0281.The dynamic height is computed by dividing the NAVD 88
 LA0281.geopotential number by the normal gravity value computed on the
 LA0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0281.degrees latitude (g = 980.6199 gals.).
 LA0281
 LA0281.The modeled gravity was interpolated from observed gravity values.
 LA0281
 LA0281;                    North         East    Units  Estimated Accuracy
 LA0281;SPC OH S     -   236,230.      417,510.      MT  (+/- 180 meters Scaled)
 LA0281
 LA0281                          SUPERSEDED SURVEY CONTROL
 LA0281
 LA0281  NGVD 29 (??/??/92)  316.546  (m)         1038.53   (f) ADJ UNCH    2 0
 LA0281
 LA0281.Superseded values are not recommended for survey control.
 LA0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0281.See file dsdata.txt to determine how the superseded data were derived.
 LA0281
 LA0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK010424(NAD 83)
 LA0281_MARKER: DB = BENCH MARK DISK
 LA0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0281_SP_SET: SIGNAL CONCRETE BASE
 LA0281_STAMPING: C 46 1934
 LA0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0281
 LA0281  HISTORY     - Date     Condition        Report By
 LA0281  HISTORY     - 1934     MONUMENTED       CGS
 LA0281  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA0281
 LA0281                          STATION DESCRIPTION
 LA0281
 LA0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0281'AT GREENVILLE.
 LA0281'AT GREENVILLE, DARKE COUNTY, ON THE CINCINNATI NORTHERN RAILROAD,
 LA0281'12 RAILS NORTH OF THE BALTIMORE AND OHIO RAILROAD STATION,
 LA0281'9-1/2 RAILS SOUTH OF THE CROSSING OF AN ASPHALT ROAD, AT THE
 LA0281'WHITE STAR OIL CO. TANKS, 30 YARDS SOUTHWEST OF A 30-INCH OAK
 LA0281'TREE, 6.3 FEET WEST OF THE WEST RAIL, IN THE TOP OF THE NORTHWEST
 LA0281'CORNER OF THE CONCRETE BASE OF A SIGNAL, AND ABOUT 1/2 FOOT
 LA0281'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 46 1934.
 LA0281
 LA0281                          STATION RECOVERY (1960)
 LA0281
 LA0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0011 ***********************************************************************
 JZ0011  DESIGNATION -  C 47
 JZ0011  PID         -  JZ0011
 JZ0011  STATE/COUNTY-  OH/MONTGOMERY
 JZ0011  USGS QUAD   -  TROTWOOD (1992)
 JZ0011
 JZ0011                         *CURRENT SURVEY CONTROL
 JZ0011  ___________________________________________________________________
 JZ0011* NAD 83(1986)-  39 47 51.     (N)    084 18 41.     (W)     SCALED    
 JZ0011* NAVD 88     -       255.547  (meters)     838.41   (feet)  ADJUSTED  
 JZ0011  ___________________________________________________________________
 JZ0011  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JZ0011  DYNAMIC HT  -         255.407 (meters)     837.95  (feet)  COMP
 JZ0011  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 JZ0011
 JZ0011  VERT ORDER  -  SECOND    CLASS 0
 JZ0011
 JZ0011.The horizontal coordinates were scaled from a topographic map and have
 JZ0011.an estimated accuracy of +/- 6 seconds.
 JZ0011
 JZ0011.The orthometric height was determined by differential leveling
 JZ0011.and adjusted by the National Geodetic Survey in June 1991..
 JZ0011
 JZ0011.The geoid height was determined by GEOID03.
 JZ0011
 JZ0011.The dynamic height is computed by dividing the NAVD 88
 JZ0011.geopotential number by the normal gravity value computed on the
 JZ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0011.degrees latitude (g = 980.6199 gals.).
 JZ0011
 JZ0011.The modeled gravity was interpolated from observed gravity values.
 JZ0011
 JZ0011;                    North         East    Units  Estimated Accuracy
 JZ0011;SPC OH S     -   201,110.      444,880.      MT  (+/- 180 meters Scaled)
 JZ0011
 JZ0011                          SUPERSEDED SURVEY CONTROL
 JZ0011
 JZ0011  NGVD 29 (??/??/92)  255.737  (m)          839.03   (f) ADJ UNCH    2 0
 JZ0011
 JZ0011.Superseded values are not recommended for survey control.
 JZ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0011.See file dsdata.txt to determine how the superseded data were derived.
 JZ0011
 JZ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK301087(NAD 83)
 JZ0011_MARKER: DB = BENCH MARK DISK
 JZ0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0011_SP_SET: BUILDING
 JZ0011_STAMPING: C 47 1934
 JZ0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0011
 JZ0011  HISTORY     - Date     Condition        Report By
 JZ0011  HISTORY     - 1934     MONUMENTED       CGS
 JZ0011  HISTORY     - 1947     GOOD             NGS
 JZ0011  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ0011
 JZ0011                          STATION DESCRIPTION
 JZ0011
 JZ0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0011'AT TROTWOOD.
 JZ0011'AT TROTWOOD, MONTGOMERY COUNTY, ON THE PENNSYLVANIA RAILROAD,
 JZ0011'35 YARDS NORTH OF THE TRACK, AT THE FARMERS AND CITIZENS BANK,
 JZ0011'IN THE SOUTH WALL OF THE BUILDING, 1.8 FEET EAST OF THE MAIN
 JZ0011'ENTRANCE, 16.5 FEET EAST OF THE EAST CURB OF THE NORTH-AND-SOUTH
 JZ0011'STREET, 12.5 FEET NORTH OF THE NORTH CURB OF THE EAST-AND-WEST
 JZ0011'STREET, AND 1.3 FEET ABOVE THE PAVEMENT.  A STANDARD DISK,
 JZ0011'STAMPED C 47 1934 AND SET VERTICALLY.  NOTE-- EXTERIOR WALLS OF
 JZ0011'BANK HAVE BEEN REFINISHED.  (12.5 FT N OF N CURB IS NOW 11.3 FT.)
 JZ0011
 JZ0011                          STATION RECOVERY (1967)
 JZ0011
 JZ0011'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967
 JZ0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0858 ***********************************************************************
 JZ0858  DESIGNATION -  C 48
 JZ0858  PID         -  JZ0858
 JZ0858  STATE/COUNTY-  OH/BUTLER
 JZ0858  USGS QUAD   -  HAMILTON (1988)
 JZ0858
 JZ0858                         *CURRENT SURVEY CONTROL
 JZ0858  ___________________________________________________________________
 JZ0858* NAD 83(1986)-  39 23 41.     (N)    084 33 33.     (W)     SCALED    
 JZ0858* NAVD 88     -       181.019  (meters)     593.89   (feet)  ADJUSTED  
 JZ0858  ___________________________________________________________________
 JZ0858  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JZ0858  DYNAMIC HT  -         180.916 (meters)     593.56  (feet)  COMP
 JZ0858  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 JZ0858
 JZ0858  VERT ORDER  -  SECOND    CLASS 0
 JZ0858
 JZ0858.The horizontal coordinates were scaled from a topographic map and have
 JZ0858.an estimated accuracy of +/- 6 seconds.
 JZ0858
 JZ0858.The orthometric height was determined by differential leveling
 JZ0858.and adjusted by the National Geodetic Survey in June 1991..
 JZ0858
 JZ0858.The geoid height was determined by GEOID03.
 JZ0858
 JZ0858.The dynamic height is computed by dividing the NAVD 88
 JZ0858.geopotential number by the normal gravity value computed on the
 JZ0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0858.degrees latitude (g = 980.6199 gals.).
 JZ0858
 JZ0858.The modeled gravity was interpolated from observed gravity values.
 JZ0858
 JZ0858;                    North         East    Units  Estimated Accuracy
 JZ0858;SPC OH S     -   156,860.      422,640.      MT  (+/- 180 meters Scaled)
 JZ0858
 JZ0858                          SUPERSEDED SURVEY CONTROL
 JZ0858
 JZ0858  NGVD 29 (??/??/92)  181.17   (m)          594.4    (f) COMPUTED    2 0
 JZ0858
 JZ0858.Superseded values are not recommended for survey control.
 JZ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0858.See file dsdata.txt to determine how the superseded data were derived.
 JZ0858
 JZ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ101634(NAD 83)
 JZ0858_MARKER: DB = BENCH MARK DISK
 JZ0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0858_SP_SET: SIGNAL BASE
 JZ0858_STAMPING: C 48 1934
 JZ0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0858
 JZ0858  HISTORY     - Date     Condition        Report By
 JZ0858  HISTORY     - 1934     MONUMENTED       CGS
 JZ0858  HISTORY     - 1942     GOOD             NGS
 JZ0858  HISTORY     - 1942     MARK NOT FOUND   NGS
 JZ0858
 JZ0858                          STATION DESCRIPTION
 JZ0858
 JZ0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JZ0858'AT HAMILTON.
 JZ0858'AT HAMILTON, BUTLER COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JZ0858'IN THE NORTHEAST ANGLE OF THE CROSSING OF SOUTH FIFTH STREET,
 JZ0858'18.6 FEET NORTH OF THE NORTH CURB OF THE STREET, 10.4 FEET EAST
 JZ0858'OF THE EAST RAIL, IN THE TOP OF THE CONCRETE BASE OF A SIGNAL,
 JZ0858'AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 JZ0858'C 48 1934.  NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT
 JZ0858'RECOVERED IN MARCH 1942.  THE BASE CONTAINING THE MARK HAS BEEN
 JZ0858'MOVED OR CHANGED.
 JZ0858
 JZ0858                          STATION RECOVERY (1942)
 JZ0858
 JZ0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JZ0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0254 ***********************************************************************
 JZ0254  DESIGNATION -  C 49
 JZ0254  PID         -  JZ0254
 JZ0254  STATE/COUNTY-  OH/CLERMONT
 JZ0254  USGS QUAD   -  NEWTONSVILLE (1968)
 JZ0254
 JZ0254                         *CURRENT SURVEY CONTROL
 JZ0254  ___________________________________________________________________
 JZ0254* NAD 83(1986)-  39 14 11.     (N)    084 02 22.     (W)     SCALED    
 JZ0254* NAVD 88     -       274.322  (meters)     900.00   (feet)  ADJUSTED  
 JZ0254  ___________________________________________________________________
 JZ0254  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JZ0254  DYNAMIC HT  -         274.150 (meters)     899.44  (feet)  COMP
 JZ0254  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 JZ0254
 JZ0254  VERT ORDER  -  SECOND    CLASS 0
 JZ0254
 JZ0254.The horizontal coordinates were scaled from a topographic map and have
 JZ0254.an estimated accuracy of +/- 6 seconds.
 JZ0254
 JZ0254.The orthometric height was determined by differential leveling
 JZ0254.and adjusted by the National Geodetic Survey in June 1991..
 JZ0254
 JZ0254.The geoid height was determined by GEOID03.
 JZ0254
 JZ0254.The dynamic height is computed by dividing the NAVD 88
 JZ0254.geopotential number by the normal gravity value computed on the
 JZ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0254.degrees latitude (g = 980.6199 gals.).
 JZ0254
 JZ0254.The modeled gravity was interpolated from observed gravity values.
 JZ0254
 JZ0254;                    North         East    Units  Estimated Accuracy
 JZ0254;SPC OH S     -   138,390.      467,100.      MT  (+/- 180 meters Scaled)
 JZ0254
 JZ0254                          SUPERSEDED SURVEY CONTROL
 JZ0254
 JZ0254  NGVD 29 (??/??/92)  274.487  (m)          900.55   (f) ADJ UNCH    2 0
 JZ0254
 JZ0254.Superseded values are not recommended for survey control.
 JZ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0254.See file dsdata.txt to determine how the superseded data were derived.
 JZ0254
 JZ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ555471(NAD 83)
 JZ0254_MARKER: DB = BENCH MARK DISK
 JZ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0254_STAMPING: C 49 1934
 JZ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0254+STABILITY: SURFACE MOTION
 JZ0254
 JZ0254  HISTORY     - Date     Condition        Report By
 JZ0254  HISTORY     - 1934     MONUMENTED       CGS
 JZ0254
 JZ0254                          STATION DESCRIPTION
 JZ0254
 JZ0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ0254'0.9 MI N FROM EDENTON.
 JZ0254'0.9 MILE NORTH ALONG STATE HIGHWAY 133 FROM EDENTON, CLERMONT
 JZ0254'COUNTY, 60 YARDS SOUTH OF A CONCRETE BRIDGE OVER A SMALL STREAM,
 JZ0254'AT THE TOP OF A SMALL HILL, 16 YARDS SOUTHEAST OF THE CENTERLINE
 JZ0254'OF A DRIVE LEADING TO THE J.C. TAYLOR RESIDENCE IN 1935, 9
 JZ0254'YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, ONE YARDS WEST OF A
 JZ0254'FENCE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A
 JZ0254'STANDARD DISK, STAMPED C 49 1934 AND SET IN THE TOP OF A CONCRETE
 JZ0254'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HZ0013 ***********************************************************************
 HZ0013  DESIGNATION -  C 49 X
 HZ0013  PID         -  HZ0013
 HZ0013  STATE/COUNTY-  OH/CLERMONT
 HZ0013  USGS QUAD   -  BETHEL (1992)
 HZ0013
 HZ0013                         *CURRENT SURVEY CONTROL
 HZ0013  ___________________________________________________________________
 HZ0013* NAD 83(1986)-  38 57 48.     (N)    084 04 52.     (W)     SCALED    
 HZ0013* NAVD 88     -       271.608  (meters)     891.10   (feet)  ADJUSTED  
 HZ0013  ___________________________________________________________________
 HZ0013  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HZ0013  DYNAMIC HT  -         271.431 (meters)     890.52  (feet)  COMP
 HZ0013  MODELED GRAV-     979,967.4   (mgal)                       NAVD 88
 HZ0013
 HZ0013  VERT ORDER  -  SECOND    CLASS 0
 HZ0013
 HZ0013.The horizontal coordinates were scaled from a topographic map and have
 HZ0013.an estimated accuracy of +/- 6 seconds.
 HZ0013
 HZ0013.The orthometric height was determined by differential leveling
 HZ0013.and adjusted by the National Geodetic Survey in June 1991..
 HZ0013
 HZ0013.The geoid height was determined by GEOID03.
 HZ0013
 HZ0013.The dynamic height is computed by dividing the NAVD 88
 HZ0013.geopotential number by the normal gravity value computed on the
 HZ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0013.degrees latitude (g = 980.6199 gals.).
 HZ0013
 HZ0013.The modeled gravity was interpolated from observed gravity values.
 HZ0013
 HZ0013;                    North         East    Units  Estimated Accuracy
 HZ0013;SPC OH S     -   108,140.      462,980.      MT  (+/- 180 meters Scaled)
 HZ0013
 HZ0013                          SUPERSEDED SURVEY CONTROL
 HZ0013
 HZ0013  NGVD 29 (??/??/92)  271.794  (m)          891.71   (f) ADJ UNCH    2 0
 HZ0013
 HZ0013.Superseded values are not recommended for survey control.
 HZ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0013.See file dsdata.txt to determine how the superseded data were derived.
 HZ0013
 HZ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ529167(NAD 83)
 HZ0013_MARKER: DD = SURVEY DISK
 HZ0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0013_SP_SET: CONCRETE PORCH
 HZ0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0013
 HZ0013  HISTORY     - Date     Condition        Report By
 HZ0013  HISTORY     - UNK      MONUMENTED       OHGS
 HZ0013  HISTORY     - 1935     GOOD             NGS
 HZ0013  HISTORY     - 1966     GOOD             NGS
 HZ0013
 HZ0013                          STATION DESCRIPTION
 HZ0013
 HZ0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ0013'AT BETHEL.
 HZ0013'AT BETHEL, CLERMONT COUNTY, ON STATE HIGHWAY 125, 37 YARDS
 HZ0013'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20 YARDS EAST OF THE
 HZ0013'CENTERLINE OF MAIN STREET, AT THE WEST SIDE OF GRANT MEMORIAL,
 HZ0013'8 INCHES WEST OF THE WEST SIDE OF THE BUILDING, IN THE TOP OF
 HZ0013'THE NORTHEAST CORNER OF THE WEST CONCRETE PORCH, 8 INCHES
 HZ0013'SOUTH OF THE NORTH EDGE OF THE PORCH, AND ABOUT 3 FEET ABOVE
 HZ0013'THE GROUND.  A STATE SURVEY STANDARD DISK.
 HZ0013
 HZ0013                          STATION RECOVERY (1966)
 HZ0013
 HZ0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 HZ0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0625 ***********************************************************************
 JZ0625  DESIGNATION -  C 5
 JZ0625  PID         -  JZ0625
 JZ0625  STATE/COUNTY-  OH/HAMILTON
 JZ0625  USGS QUAD   -  ADDYSTON (1987)
 JZ0625
 JZ0625                         *CURRENT SURVEY CONTROL
 JZ0625  ___________________________________________________________________
 JZ0625* NAD 83(1986)-  39 08 57.     (N)    084 44 54.     (W)     SCALED    
 JZ0625* NAVD 88     -       149.599  (meters)     490.81   (feet)  ADJUSTED  
 JZ0625  ___________________________________________________________________
 JZ0625  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0625  DYNAMIC HT  -         149.507 (meters)     490.51  (feet)  COMP
 JZ0625  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 JZ0625
 JZ0625  VERT ORDER  -  FIRST     CLASS II
 JZ0625
 JZ0625.The horizontal coordinates were scaled from a topographic map and have
 JZ0625.an estimated accuracy of +/- 6 seconds.
 JZ0625
 JZ0625.The orthometric height was determined by differential leveling
 JZ0625.and adjusted by the National Geodetic Survey in June 1991..
 JZ0625
 JZ0625.The geoid height was determined by GEOID03.
 JZ0625
 JZ0625.The dynamic height is computed by dividing the NAVD 88
 JZ0625.geopotential number by the normal gravity value computed on the
 JZ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0625.degrees latitude (g = 980.6199 gals.).
 JZ0625
 JZ0625.The modeled gravity was interpolated from observed gravity values.
 JZ0625
 JZ0625;                    North         East    Units  Estimated Accuracy
 JZ0625;SPC OH S     -   129,990.      405,680.      MT  (+/- 180 meters Scaled)
 JZ0625
 JZ0625                          SUPERSEDED SURVEY CONTROL
 JZ0625
 JZ0625  NGVD 29 (??/??/92)  149.806  (m)          491.49   (f) ADJ UNCH    1 2
 JZ0625
 JZ0625.Superseded values are not recommended for survey control.
 JZ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0625.See file dsdata.txt to determine how the superseded data were derived.
 JZ0625
 JZ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ945357(NAD 83)
 JZ0625_MARKER: B = BOLT
 JZ0625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0625_SP_SET: ABUTMENT
 JZ0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0625
 JZ0625  HISTORY     - Date     Condition        Report By
 JZ0625  HISTORY     - UNK      MONUMENTED       CGS
 JZ0625  HISTORY     - 1947     GOOD             NGS
 JZ0625  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0625
 JZ0625                          STATION DESCRIPTION
 JZ0625
 JZ0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0625'AT NORTH BEND.
 JZ0625'AT NORTH BEND, AT THE OVER PASS OF THE NEW YORK CENTRAL RAILROAD
 JZ0625'OVER A BLACK TOP STREET, A BRASS BOLT IN THE WEST VERTICAL FACE
 JZ0625'OF THE EAST ABUTMENT OF THE RAILROAD OVER PASS, ABOUT 50 YARDS
 JZ0625'NORTH AND ACROSS THE BALTIMORE AND OHIO RAILROAD TRACKS FROM THE
 JZ0625'STATION, 21 FEET NORTH OF THE SOUTH END OF THE STONE ABUTMENT,
 JZ0625'46.6 FEET SOUTH OF THE NORTH END OF THE STONE PORTION OF THE
 JZ0625'ABUTMENT, 2.6 FEET ABOVE THE GROUND, AND LEADED IN.
 JZ0625
 JZ0625                          STATION RECOVERY (1986)
 JZ0625
 JZ0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0286 ***********************************************************************
 JZ0286  DESIGNATION -  C 50
 JZ0286  PID         -  JZ0286
 JZ0286  STATE/COUNTY-  OH/CLERMONT
 JZ0286  USGS QUAD   -  MADEIRA (1988)
 JZ0286
 JZ0286                         *CURRENT SURVEY CONTROL
 JZ0286  ___________________________________________________________________
 JZ0286* NAD 83(1986)-  39 10 26.     (N)    084 17 44.     (W)     SCALED    
 JZ0286* NAVD 88     -       164.006  (meters)     538.08   (feet)  ADJUSTED  
 JZ0286  ___________________________________________________________________
 JZ0286  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ0286  DYNAMIC HT  -         163.902 (meters)     537.74  (feet)  COMP
 JZ0286  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 JZ0286
 JZ0286  VERT ORDER  -  FIRST     CLASS II
 JZ0286
 JZ0286.The horizontal coordinates were scaled from a topographic map and have
 JZ0286.an estimated accuracy of +/- 6 seconds.
 JZ0286
 JZ0286.The orthometric height was determined by differential leveling
 JZ0286.and adjusted by the National Geodetic Survey in June 1991..
 JZ0286.WARNING-Repeat measurements at this control monument indicate possible
 JZ0286.vertical movement.
 JZ0286
 JZ0286.The geoid height was determined by GEOID03.
 JZ0286
 JZ0286.The dynamic height is computed by dividing the NAVD 88
 JZ0286.geopotential number by the normal gravity value computed on the
 JZ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0286.degrees latitude (g = 980.6199 gals.).
 JZ0286
 JZ0286.The modeled gravity was interpolated from observed gravity values.
 JZ0286
 JZ0286;                    North         East    Units  Estimated Accuracy
 JZ0286;SPC OH S     -   131,860.      444,860.      MT  (+/- 180 meters Scaled)
 JZ0286
 JZ0286                          SUPERSEDED SURVEY CONTROL
 JZ0286
 JZ0286  NGVD 29 (06/03/91)  164.184  (m)          538.66   (f) ADJUSTED    1 2
 JZ0286
 JZ0286.Superseded values are not recommended for survey control.
 JZ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0286.See file dsdata.txt to determine how the superseded data were derived.
 JZ0286
 JZ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ336395(NAD 83)
 JZ0286_MARKER: DB = BENCH MARK DISK
 JZ0286_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JZ0286_STAMPING: C 50 1935
 JZ0286_MARK LOGO: CGS   
 JZ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0286+STABILITY: SURFACE MOTION
 JZ0286
 JZ0286  HISTORY     - Date     Condition        Report By
 JZ0286  HISTORY     - 1935     MONUMENTED       CGS
 JZ0286  HISTORY     - 1984     GOOD             NGS
 JZ0286
 JZ0286                          STATION DESCRIPTION
 JZ0286
 JZ0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JZ0286'AT MILFORD.
 JZ0286'AT MILFORD, CLERMONT COUNTY, AT THE EAST CORNER OF THE INTERSECTION
 JZ0286'OF MAIN AND ELM STREETS, 4.5 FEET SOUTHWEST OF THE CENTER OF
 JZ0286'THE CENTER ENTRANCE TO THE RED BRICK ODD FELLOW HALL, 11 YARDS
 JZ0286'SOUTHEAST OF THE CENTERLINE OF MAIN STREET, IN THE TOP OF THE
 JZ0286'WATER TABLE, AND 2-1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 JZ0286'A STANDARD DISK, STAMPED C 50 1935.
 JZ0286
 JZ0286                          STATION RECOVERY (1984)
 JZ0286
 JZ0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1949 ***********************************************************************
 HY1949  DESIGNATION -  C 50 X
 HY1949  PID         -  HY1949
 HY1949  STATE/COUNTY-  OH/BROWN
 HY1949  USGS QUAD   -  MAYSVILLE WEST (1993)
 HY1949
 HY1949                         *CURRENT SURVEY CONTROL
 HY1949  ___________________________________________________________________
 HY1949* NAD 83(1986)-  38 40 59.     (N)    083 46 29.     (W)     SCALED    
 HY1949* NAVD 88     -       163.392  (meters)     536.06   (feet)  ADJUSTED  
 HY1949  ___________________________________________________________________
 HY1949  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HY1949  DYNAMIC HT  -         163.287 (meters)     535.72  (feet)  COMP
 HY1949  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 HY1949
 HY1949  VERT ORDER  -  SECOND    CLASS 0
 HY1949
 HY1949.The horizontal coordinates were scaled from a topographic map and have
 HY1949.an estimated accuracy of +/- 6 seconds.
 HY1949
 HY1949.The orthometric height was determined by differential leveling
 HY1949.and adjusted by the National Geodetic Survey in June 1991..
 HY1949
 HY1949.The geoid height was determined by GEOID03.
 HY1949
 HY1949.The dynamic height is computed by dividing the NAVD 88
 HY1949.geopotential number by the normal gravity value computed on the
 HY1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1949.degrees latitude (g = 980.6199 gals.).
 HY1949
 HY1949.The modeled gravity was interpolated from observed gravity values.
 HY1949
 HY1949;                    North         East    Units  Estimated Accuracy
 HY1949;SPC OH S     -    76,610.      489,090.      MT  (+/- 180 meters Scaled)
 HY1949
 HY1949                          SUPERSEDED SURVEY CONTROL
 HY1949
 HY1949  NGVD 29 (??/??/92)  163.636  (m)          536.86   (f) ADJ UNCH    2 0
 HY1949
 HY1949.Superseded values are not recommended for survey control.
 HY1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1949.See file dsdata.txt to determine how the superseded data were derived.
 HY1949
 HY1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC586852(NAD 83)
 HY1949_MARKER: DD = SURVEY DISK
 HY1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1949_STAMPING: C 50 X 1935
 HY1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1949+STABILITY: SURFACE MOTION
 HY1949
 HY1949  HISTORY     - Date     Condition        Report By
 HY1949  HISTORY     - UNK      MONUMENTED       OHGS
 HY1949  HISTORY     - 1936     GOOD             NGS
 HY1949
 HY1949                          STATION DESCRIPTION
 HY1949
 HY1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 HY1949'2.4 MI W FROM ABERDEEN.
 HY1949'2.4 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE AT
 HY1949'ABERDEEN, BROWN COUNTY, 52 YARDS EAST OF THE SOUTHEAST CORNER
 HY1949'OF THE P. CONNERS HOUSE, 33 FEET NORTHEAST OF THE CENTER OF
 HY1949'THE JUNCTION OF A ROAD LEADING NORTH, 37 FEET NORTH OF THE
 HY1949'CENTERLINE OF THE HIGHWAY, 18 FEET WEST OF POLE 563, AND ABOUT
 HY1949'2 FEET ABOVE THE LEVEL OF THE ROAD.  A STATE SURVEY STANDARD DISK,
 HY1949'STAMPED C 50 X 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0173 ***********************************************************************
 MC0173  DESIGNATION -  C 60
 MC0173  PID         -  MC0173
 MC0173  STATE/COUNTY-  OH/ERIE
 MC0173  USGS QUAD   -  KIMBALL (1969)
 MC0173
 MC0173                         *CURRENT SURVEY CONTROL
 MC0173  ___________________________________________________________________
 MC0173* NAD 83(1986)-  41 22 21.     (N)    082 42 03.     (W)     SCALED    
 MC0173* NAVD 88     -       197.849  (meters)     649.11   (feet)  POSTED    
 MC0173  ___________________________________________________________________
 MC0173  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 MC0173  DYNAMIC HT  -         197.770 (meters)     648.85  (feet)  COMP
 MC0173  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 MC0173
 MC0173  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MC0173
 MC0173.The horizontal coordinates were scaled from a topographic map and have
 MC0173.an estimated accuracy of +/- 6 seconds.
 MC0173
 MC0173.The orthometric height was determined by differential leveling
 MC0173.and adjusted by the National Geodetic Survey in 1992..
 MC0173.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MC0173.rate of 3.1 thru 4.0 mm/km.
 MC0173
 MC0173.The geoid height was determined by GEOID03.
 MC0173
 MC0173.The dynamic height is computed by dividing the NAVD 88
 MC0173.geopotential number by the normal gravity value computed on the
 MC0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0173.degrees latitude (g = 980.6199 gals.).
 MC0173
 MC0173.The modeled gravity was interpolated from observed gravity values.
 MC0173
 MC0173;                    North         East    Units  Estimated Accuracy
 MC0173;SPC OH N     -   189,450.      583,200.      MT  (+/- 180 meters Scaled)
 MC0173
 MC0173                          SUPERSEDED SURVEY CONTROL
 MC0173
 MC0173  NGVD 29 (??/??/92)  198.097  (m)          649.92   (f) ADJ UNCH    2 0
 MC0173
 MC0173.Superseded values are not recommended for survey control.
 MC0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0173.See file dsdata.txt to determine how the superseded data were derived.
 MC0173
 MC0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF577815(NAD 83)
 MC0173_MARKER: DB = BENCH MARK DISK
 MC0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0173_SP_SET: BRIDGE SEAT
 MC0173_STAMPING: C 60 1934
 MC0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0173
 MC0173  HISTORY     - Date     Condition        Report By
 MC0173  HISTORY     - 1934     MONUMENTED       CGS
 MC0173  HISTORY     - 1987     MARK NOT FOUND   OHDT
 MC0173
 MC0173                          STATION DESCRIPTION
 MC0173
 MC0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0173'6.4 MI S FROM SANDUSKY.
 MC0173'6.4 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MC0173'STATION AT SANDUSKY, ERIE COUNTY, IN THE WEST END OF THE SOUTH
 MC0173'BRIDGE SEAT OF BRIDGE 648 OVER A TARVIA ROAD, 4.8 FEET WEST
 MC0173'OF THE WEST RAIL, AND 3 FEET LOWER THAN THE BASE OF THE RAIL.
 MC0173'A STANDARD DISK, STAMPED C 60 1934.
 MC0173
 MC0173                          STATION RECOVERY (1987)
 MC0173
 MC0173'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0522 ***********************************************************************
 MB0522  DESIGNATION -  C 61
 MB0522  PID         -  MB0522
 MB0522  STATE/COUNTY-  OH/TRUMBULL
 MB0522  USGS QUAD   -  NEWTON FALLS (1994)
 MB0522
 MB0522                         *CURRENT SURVEY CONTROL
 MB0522  ___________________________________________________________________
 MB0522* NAD 83(1986)-  41 13 45.     (N)    080 57 30.     (W)     SCALED    
 MB0522* NAVD 88     -       276.873  (meters)     908.37   (feet)  POSTED    
 MB0522  ___________________________________________________________________
 MB0522  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB0522  DYNAMIC HT  -         276.750 (meters)     907.97  (feet)  COMP
 MB0522  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 MB0522
 MB0522  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 MB0522
 MB0522.The horizontal coordinates were scaled from a topographic map and have
 MB0522.an estimated accuracy of +/- 6 seconds.
 MB0522
 MB0522.The orthometric height was determined by differential leveling
 MB0522.and adjusted by the National Geodetic Survey in 1992..
 MB0522.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 MB0522.rate of 4.1 thru 8.0 mm/km.
 MB0522
 MB0522.The geoid height was determined by GEOID03.
 MB0522
 MB0522.The dynamic height is computed by dividing the NAVD 88
 MB0522.geopotential number by the normal gravity value computed on the
 MB0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0522.degrees latitude (g = 980.6199 gals.).
 MB0522
 MB0522.The modeled gravity was interpolated from observed gravity values.
 MB0522
 MB0522;                    North         East    Units  Estimated Accuracy
 MB0522;SPC OH N     -   174,650.      729,240.      MT  (+/- 180 meters Scaled)
 MB0522
 MB0522                          SUPERSEDED SURVEY CONTROL
 MB0522
 MB0522  NGVD 29 (??/??/92)  277.044  (m)          908.94   (f) ADJ UNCH    2 0
 MB0522
 MB0522.Superseded values are not recommended for survey control.
 MB0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0522.See file dsdata.txt to determine how the superseded data were derived.
 MB0522
 MB0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF034641(NAD 83)
 MB0522_MARKER: DB = BENCH MARK DISK
 MB0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0522_STAMPING: C 61 1934 908.715
 MB0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0522+STABILITY: SURFACE MOTION
 MB0522
 MB0522  HISTORY     - Date     Condition        Report By
 MB0522  HISTORY     - 1934     MONUMENTED       CGS
 MB0522  HISTORY     - 1950     GOOD             NGS
 MB0522  HISTORY     - 19930902 MARK NOT FOUND   OHDT
 MB0522
 MB0522                          STATION DESCRIPTION
 MB0522
 MB0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0522'AT BRACEVILLE.
 MB0522'AT THE CROSSING OF THE ERIE AND THE NEW YORK CENTRAL RAILROADS,
 MB0522'139 FT SOUTHEAST AND ACROSS BOTH TRACK FROM THE ERIE STATION,
 MB0522'14.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SWITCH TRACK, 20
 MB0522'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NEW YORK CENTRAL
 MB0522'TRACK AND 16.5 FEET NORTH OF A POLE.  A STANDARD DISK SET IN
 MB0522'THE TOP OF A PRECAST CONCRETE POST PROJECTING 4 INCHES.
 MB0522
 MB0522                          STATION RECOVERY (1993)
 MB0522
 MB0522'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0522'-------REPORT BY ODOT--------YEAR 1993---------CONDITION --NOT FOUND
 MB0522' 
 MB0522'SWITCH TRACK HAS BEEN REMOVED AND STATION TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1289 ***********************************************************************
 KY1289  DESIGNATION -  C 62
 KY1289  PID         -  KY1289
 KY1289  STATE/COUNTY-  OH/STARK
 KY1289  USGS QUAD   -  ROBERTSVILLE (1994)
 KY1289
 KY1289                         *CURRENT SURVEY CONTROL
 KY1289  ___________________________________________________________________
 KY1289* NAD 83(1986)-  40 46 50.     (N)    081 09 10.     (W)     SCALED    
 KY1289* NAVD 88     -       338.950  (meters)    1112.04   (feet)  ADJUSTED  
 KY1289  ___________________________________________________________________
 KY1289  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KY1289  DYNAMIC HT  -         338.787 (meters)    1111.50  (feet)  COMP
 KY1289  MODELED GRAV-     980,133.9   (mgal)                       NAVD 88
 KY1289
 KY1289  VERT ORDER  -  SECOND    CLASS 0
 KY1289
 KY1289.The horizontal coordinates were scaled from a topographic map and have
 KY1289.an estimated accuracy of +/- 6 seconds.
 KY1289
 KY1289.The orthometric height was determined by differential leveling
 KY1289.and adjusted by the National Geodetic Survey in June 1991..
 KY1289
 KY1289.The geoid height was determined by GEOID03.
 KY1289
 KY1289.The dynamic height is computed by dividing the NAVD 88
 KY1289.geopotential number by the normal gravity value computed on the
 KY1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1289.degrees latitude (g = 980.6199 gals.).
 KY1289
 KY1289.The modeled gravity was interpolated from observed gravity values.
 KY1289
 KY1289;                    North         East    Units  Estimated Accuracy
 KY1289;SPC OH N     -   124,570.      713,710.      MT  (+/- 180 meters Scaled)
 KY1289
 KY1289                          SUPERSEDED SURVEY CONTROL
 KY1289
 KY1289  NGVD 29 (??/??/92)  339.118  (m)         1112.59   (f) ADJ UNCH    2 0
 KY1289
 KY1289.Superseded values are not recommended for survey control.
 KY1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1289.See file dsdata.txt to determine how the superseded data were derived.
 KY1289
 KY1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF871144(NAD 83)
 KY1289_MARKER: DB = BENCH MARK DISK
 KY1289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1289_SP_SET: PIER
 KY1289_STAMPING: C 62 1934
 KY1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1289
 KY1289  HISTORY     - Date     Condition        Report By
 KY1289  HISTORY     - 1934     MONUMENTED       CGS
 KY1289  HISTORY     - 1958     GOOD             NGS
 KY1289  HISTORY     - 19910703 MARK NOT FOUND   OHDT
 KY1289  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 KY1289
 KY1289                          STATION DESCRIPTION
 KY1289
 KY1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KY1289'1.1 MI S FROM PARIS.
 KY1289'1.1 MILES SOUTH ALONG THE ALLIANCE BRANCH OF THE NEW YORK CENTRAL
 KY1289'RAILROAD FROM THE STATION AT PARIS, STARK COUNTY, 0.3 MILE SOUTH
 KY1289'OF BRIDGE 36.00, AT THE PENNSYLVANIA RAILROAD BRIDGE OVER THE
 KY1289'NEW YORK CENTRAL RAILROAD, IN THE MIDDLE OF THE EAST FACE OF THE
 KY1289'CENTER PIER, 9 YARDS WEST OF THE WEST RAIL, AND ABOUT 2 FEET
 KY1289'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 62
 KY1289'1934 AND SET VERTICALLY.
 KY1289
 KY1289                          STATION RECOVERY (1991)
 KY1289
 KY1289'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (SJ)
 KY1289'------ REPORT BY ODOT -------1991---------- CONDITION - UNKNOWN -----
 KY1289'NOTE*BOTH SETS OF TRACKS HAVE BEEN REMOVED AND MOST OF THE BRIDGE
 KY1289
 KY1289                          STATION RECOVERY (1998)
 KY1289
 KY1289'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0830 ***********************************************************************
 KY0830  DESIGNATION -  C 63
 KY0830  PID         -  KY0830
 KY0830  STATE/COUNTY-  OH/JEFFERSON
 KY0830  USGS QUAD   -  STEUBENVILLE WEST (1985)
 KY0830
 KY0830                         *CURRENT SURVEY CONTROL
 KY0830  ___________________________________________________________________
 KY0830* NAD 83(1986)-  40 21 36.     (N)    080 44 51.     (W)     SCALED    
 KY0830* NAVD 88     -       254.103  (meters)     833.67   (feet)  ADJUSTED  
 KY0830  ___________________________________________________________________
 KY0830  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY0830  DYNAMIC HT  -         253.965 (meters)     833.22  (feet)  COMP
 KY0830  MODELED GRAV-     980,078.4   (mgal)                       NAVD 88
 KY0830
 KY0830  VERT ORDER  -  SECOND    CLASS 0
 KY0830
 KY0830.The horizontal coordinates were scaled from a topographic map and have
 KY0830.an estimated accuracy of +/- 6 seconds.
 KY0830
 KY0830.The orthometric height was determined by differential leveling
 KY0830.and adjusted by the National Geodetic Survey in June 1991..
 KY0830
 KY0830.The geoid height was determined by GEOID03.
 KY0830
 KY0830.The dynamic height is computed by dividing the NAVD 88
 KY0830.geopotential number by the normal gravity value computed on the
 KY0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0830.degrees latitude (g = 980.6199 gals.).
 KY0830
 KY0830.The modeled gravity was interpolated from observed gravity values.
 KY0830
 KY0830;                    North         East    Units  Estimated Accuracy
 KY0830;SPC OH N     -    78,490.      748,860.      MT  (+/- 180 meters Scaled)
 KY0830
 KY0830                          SUPERSEDED SURVEY CONTROL
 KY0830
 KY0830  NGVD 29 (??/??/92)  254.284  (m)          834.26   (f) ADJ UNCH    2 0
 KY0830
 KY0830.Superseded values are not recommended for survey control.
 KY0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0830.See file dsdata.txt to determine how the superseded data were derived.
 KY0830
 KY0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE214677(NAD 83)
 KY0830_MARKER: DB = BENCH MARK DISK
 KY0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0830_STAMPING: C 63 1934
 KY0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0830+STABILITY: SURFACE MOTION
 KY0830
 KY0830  HISTORY     - Date     Condition        Report By
 KY0830  HISTORY     - 1934     MONUMENTED       CGS
 KY0830  HISTORY     - 1955     MARK NOT FOUND   NGS
 KY0830  HISTORY     - 1955     MARK NOT FOUND   USGS
 KY0830
 KY0830                          STATION DESCRIPTION
 KY0830
 KY0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KY0830'AT REED.
 KY0830'AT REED, JEFFERSON COUNTY, ON THE PENNSYLVANIA RAILROAD, 26
 KY0830'YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 18 YARDS
 KY0830'SOUTH OF POLE 55/30, 16 YARDS EAST OF OVERHEAD BRIDGE NO. 55.62,
 KY0830'4.5 YARDS NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 5 YARDS
 KY0830'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, AND LEVEL WITH THE
 KY0830'TOP OF THE RAIL, A STANDARD DISK, STAMPED C 63 1934 AND SET IN
 KY0830'THE TOP OF A CONCRETE POST.
 KY0830
 KY0830                          STATION RECOVERY (1955)
 KY0830
 KY0830'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KY0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1419 ***********************************************************************
 KY1419  DESIGNATION -  C 64
 KY1419  PID         -  KY1419
 KY1419  STATE/COUNTY-  OH/BELMONT
 KY1419  USGS QUAD   -  BETHESDA (1978)
 KY1419
 KY1419                         *CURRENT SURVEY CONTROL
 KY1419  ___________________________________________________________________
 KY1419* NAD 83(1986)-  40 03 57.     (N)    081 03 37.     (W)     SCALED    
 KY1419* NAVD 88     -       386.170  (meters)    1266.96   (feet)  POSTED    
 KY1419  ___________________________________________________________________
 KY1419  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY1419  DYNAMIC HT  -         385.950 (meters)    1266.24  (feet)  COMP
 KY1419  MODELED GRAV-     980,053.5   (mgal)                       NAVD 88
 KY1419
 KY1419  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KY1419
 KY1419.The horizontal coordinates were scaled from a topographic map and have
 KY1419.an estimated accuracy of +/- 6 seconds.
 KY1419
 KY1419.The orthometric height was determined by differential leveling
 KY1419.and adjusted by the National Geodetic Survey in 1992..
 KY1419.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KY1419.rate of 1.1 thru 2.0 mm/km.
 KY1419
 KY1419.The geoid height was determined by GEOID03.
 KY1419
 KY1419.The dynamic height is computed by dividing the NAVD 88
 KY1419.geopotential number by the normal gravity value computed on the
 KY1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1419.degrees latitude (g = 980.6199 gals.).
 KY1419
 KY1419.The modeled gravity was interpolated from observed gravity values.
 KY1419
 KY1419;                    North         East    Units  Estimated Accuracy
 KY1419;SPC OH S     -   230,320.      722,820.      MT  (+/- 180 meters Scaled)
 KY1419
 KY1419                          SUPERSEDED SURVEY CONTROL
 KY1419
 KY1419  NGVD 29 (??/??/92)  386.355  (m)         1267.57   (f) ADJ UNCH    2 0
 KY1419
 KY1419.Superseded values are not recommended for survey control.
 KY1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1419.See file dsdata.txt to determine how the superseded data were derived.
 KY1419
 KY1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME948350(NAD 83)
 KY1419_MARKER: DB = BENCH MARK DISK
 KY1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1419_STAMPING: C 64 1934
 KY1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1419+STABILITY: SURFACE MOTION
 KY1419
 KY1419  HISTORY     - Date     Condition        Report By
 KY1419  HISTORY     - 1934     MONUMENTED       CGS
 KY1419  HISTORY     - 1959     MARK NOT FOUND   NGS
 KY1419  HISTORY     - 1959     MARK NOT FOUND   USGS
 KY1419
 KY1419                          STATION DESCRIPTION
 KY1419
 KY1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1419'AT MORRISTOWN.
 KY1419'AT MORRISTOWN, BELMONT COUNTY, 14 YARDS NORTHEAST OF THE SOUTHEAST
 KY1419'CORNER OF RAMSEY HOTEL, 10 YARDS SOUTHEAST OF THE CENTER OF
 KY1419'THE INTERSECTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 149, AND
 KY1419'ABOUT 1-1/2 FEET HIGHER THAN U.S. HIGHWAY 40.  A STANDARD DISK,
 KY1419'STAMPED C 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KY1419
 KY1419                          STATION RECOVERY (1959)
 KY1419
 KY1419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KY1419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1358 ***********************************************************************
 KY1358  DESIGNATION -  C 64 X
 KY1358  PID         -  KY1358
 KY1358  STATE/COUNTY-  OH/HARRISON
 KY1358  USGS QUAD   -  PIEDMONT (1994)
 KY1358
 KY1358                         *CURRENT SURVEY CONTROL
 KY1358  ___________________________________________________________________
 KY1358* NAD 83(1986)-  40 11 23.     (N)    081 12 10.     (W)     SCALED    
 KY1358* NAVD 88     -       270.958  (meters)     888.97   (feet)  ADJUSTED  
 KY1358  ___________________________________________________________________
 KY1358  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY1358  DYNAMIC HT  -         270.813 (meters)     888.49  (feet)  COMP
 KY1358  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 KY1358
 KY1358  VERT ORDER  -  FIRST     CLASS II
 KY1358
 KY1358.The horizontal coordinates were scaled from a topographic map and have
 KY1358.an estimated accuracy of +/- 6 seconds.
 KY1358
 KY1358.The orthometric height was determined by differential leveling
 KY1358.and adjusted by the National Geodetic Survey in June 1991..
 KY1358
 KY1358.The geoid height was determined by GEOID03.
 KY1358
 KY1358.The dynamic height is computed by dividing the NAVD 88
 KY1358.geopotential number by the normal gravity value computed on the
 KY1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1358.degrees latitude (g = 980.6199 gals.).
 KY1358
 KY1358.The modeled gravity was interpolated from observed gravity values.
 KY1358
 KY1358;                    North         East    Units  Estimated Accuracy
 KY1358;SPC OH N     -    58,910.      710,470.      MT  (+/- 180 meters Scaled)
 KY1358
 KY1358                          SUPERSEDED SURVEY CONTROL
 KY1358
 KY1358  NGVD 29 (??/??/92)  271.144  (m)          889.58   (f) ADJ UNCH    1 2
 KY1358
 KY1358.Superseded values are not recommended for survey control.
 KY1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1358.See file dsdata.txt to determine how the superseded data were derived.
 KY1358
 KY1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME827488(NAD 83)
 KY1358_MARKER: DB = BENCH MARK DISK
 KY1358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1358_SP_SET: ABUTMENT
 KY1358_STAMPING: C 64 X 1934
 KY1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1358
 KY1358  HISTORY     - Date     Condition        Report By
 KY1358  HISTORY     - 1934     MONUMENTED       CGS
 KY1358  HISTORY     - 1943     GOOD             NGS
 KY1358  HISTORY     - 1972     GOOD             OHDT
 KY1358  HISTORY     - 20020729 GOOD             OHDT
 KY1358
 KY1358                          STATION DESCRIPTION
 KY1358
 KY1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KY1358'AT PIEDMONT.
 KY1358'AT PIEDMONT, HARRISON COUNTY, ON THE BALTIMORE AND OHIO RAILROAD
 KY1358'200 FEET SOUTHEAST OF A DIRT-ROAD CROSSING, AT BRIDGE 2 IN THE
 KY1358'TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT, 11 FEET
 KY1358'SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND ABOUT 1-1/2
 KY1358'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 64 X
 KY1358'1934.  TO REACH FROM THE B AND O RR YARD HOUSE AT HOLLOWAY,
 KY1358'PROCEED 4.4 MILES ALONG THE RAILROAD TO SITE OF BENCH MARK.
 KY1358
 KY1358                          STATION RECOVERY (1972)
 KY1358
 KY1358'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1972
 KY1358'RECOVERED IN GOOD CONDITION.
 KY1358
 KY1358                          STATION RECOVERY (2002)
 KY1358
 KY1358'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2002 (JAS)
 KY1358'TO REACH, FROM INTERSECTION OF US RTE 22 AND OHIO RTE 331 AT PIEDMONT
 KY1358'OHIO, W ON US 22 FOR 0.25 MILES TO COUNTY RD 16.  S ON COUNTY RD 16
 KY1358'FOR 0.1 MILES TO ABANDONED BALTIMORE AND OHIO RAILROAD GRADE. PROCEED
 KY1358'SE ON RAILROAD GRADE 250 FEET TO CONCRETE BRIDGE.  MARK IS DISK SET ON
 KY1358'S.W. ABUTMENT OF BRIDGE, APPROX 1 FOOT BELOW TOP OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1456 ***********************************************************************
 JX1456  DESIGNATION -  C 65
 JX1456  PID         -  JX1456
 JX1456  STATE/COUNTY-  OH/NOBLE
 JX1456  USGS QUAD   -  CALDWELL NORTH (1994)
 JX1456
 JX1456                         *CURRENT SURVEY CONTROL
 JX1456  ___________________________________________________________________
 JX1456* NAD 83(1995)-  39 49 54.72879(N)    081 34 32.93723(W)     ADJUSTED  
 JX1456* NAVD 88     -       235.682  (meters)     773.23   (feet)  ADJUSTED  
 JX1456  ___________________________________________________________________
 JX1456  X           -     718,562.054 (meters)                     COMP
 JX1456  Y           -  -4,851,920.657 (meters)                     COMP
 JX1456  Z           -   4,063,796.540 (meters)                     COMP
 JX1456  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 JX1456  ELLIP HEIGHT-         201.60  (meters)          (10/07/05) GPS OBS
 JX1456  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JX1456  DYNAMIC HT  -         235.547 (meters)     772.79  (feet)  COMP
 JX1456  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 JX1456
 JX1456  HORZ ORDER  -  FIRST
 JX1456  VERT ORDER  -  SECOND    CLASS 0
 JX1456  ELLP ORDER  -  FOURTH    CLASS I
 JX1456
 JX1456.The horizontal coordinates were established by GPS observations
 JX1456.and adjusted by the National Geodetic Survey in April 1998..
 JX1456
 JX1456.The orthometric height was determined by differential leveling
 JX1456.and adjusted by the National Geodetic Survey in June 1991..
 JX1456
 JX1456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX1456
 JX1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1456
 JX1456.The ellipsoidal height was determined by GPS observations
 JX1456.and is referenced to NAD 83.
 JX1456
 JX1456.The geoid height was determined by GEOID03.
 JX1456
 JX1456.The dynamic height is computed by dividing the NAVD 88
 JX1456.geopotential number by the normal gravity value computed on the
 JX1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1456.degrees latitude (g = 980.6199 gals.).
 JX1456
 JX1456.The modeled gravity was interpolated from observed gravity values.
 JX1456
 JX1456;                    North         East     Units Scale Factor Converg.
 JX1456;SPC OH S     -   203,770.056   679,108.818   MT  0.99996635   +0 35 11.1
 JX1456;UTM  17      - 4,409,255.198   450,728.042   MT  0.99962989   -0 22 07.8
 JX1456
 JX1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1456!SPC OH S     -   0.99996837  x   0.99996635  =   0.99993472
 JX1456!UTM  17      -   0.99996837  x   0.99962989  =   0.99959828
 JX1456
 JX1456                          SUPERSEDED SURVEY CONTROL
 JX1456
 JX1456  ELLIP H (04/01/98)  201.67   (m)                       GP(       ) 4 1
 JX1456  NAD 83(1986)-  39 49 54.73486(N)    081 34 32.94601(W) AD(       ) 1
 JX1456  NAVD 88 (05/31/95)  235.68   (m)          773.2    (f) LEVELING    3  
 JX1456  NGVD 29 (??/??/92)  235.867  (m)          773.84   (f) ADJ UNCH    2 0
 JX1456
 JX1456.Superseded values are not recommended for survey control.
 JX1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1456.See file dsdata.txt to determine how the superseded data were derived.
 JX1456
 JX1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME5072809255(NAD 83)
 JX1456_MARKER: DB = BENCH MARK DISK
 JX1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1456_STAMPING: C 65 1934
 JX1456_MARK LOGO: CGS   
 JX1456_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1456+STABILITY: SURFACE MOTION
 JX1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1456+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1992
 JX1456
 JX1456  HISTORY     - Date     Condition        Report By
 JX1456  HISTORY     - 1934     MONUMENTED       CGS
 JX1456  HISTORY     - 1942     GOOD             NGS
 JX1456  HISTORY     - 19921217 GOOD             OH-119
 JX1456
 JX1456                          STATION DESCRIPTION
 JX1456
 JX1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JX1456'AT AVA.
 JX1456'AT AVA, NOBLE COUNTY, ON THE PENNSYLVANIA RAILROAD, 125 YARDS
 JX1456'SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE FRAME CHURCH, 15.5
 JX1456'YARDS SOUTHEAST OF THE CROSSING OF A DIRT ROAD, 20.5 FEET EAST
 JX1456'OF THE EAST RAIL, 4 FEET WEST OF A POLE, AND ABOUT 6 INCHES
 JX1456'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 65 1934 AND
 JX1456'SET IN THE TOP OF A CONCRETE POST.
 JX1456
 JX1456                          STATION RECOVERY (1992)
 JX1456
 JX1456'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 JX1456'RECOVERED AS DESCRIBED IN 1986 BY B. L. LAMBERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1417 ***********************************************************************
 JX1417  DESIGNATION -  C 65 X
 JX1417  PID         -  JX1417
 JX1417  STATE/COUNTY-  OH/MUSKINGUM
 JX1417  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX1417
 JX1417                         *CURRENT SURVEY CONTROL
 JX1417  ___________________________________________________________________
 JX1417* NAD 83(1986)-  39 58 36.     (N)    081 54 48.     (W)     SCALED    
 JX1417* NAVD 88     -       246.033  (meters)     807.19   (feet)  ADJUSTED  
 JX1417  ___________________________________________________________________
 JX1417  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JX1417  DYNAMIC HT  -         245.901 (meters)     806.76  (feet)  COMP
 JX1417  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 JX1417
 JX1417  VERT ORDER  -  FIRST     CLASS II
 JX1417
 JX1417.The horizontal coordinates were scaled from a topographic map and have
 JX1417.an estimated accuracy of +/- 6 seconds.
 JX1417
 JX1417.The orthometric height was determined by differential leveling
 JX1417.and adjusted by the National Geodetic Survey in June 1991..
 JX1417
 JX1417.The geoid height was determined by GEOID03.
 JX1417
 JX1417.The dynamic height is computed by dividing the NAVD 88
 JX1417.geopotential number by the normal gravity value computed on the
 JX1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1417.degrees latitude (g = 980.6199 gals.).
 JX1417
 JX1417.The modeled gravity was interpolated from observed gravity values.
 JX1417
 JX1417;                    North         East    Units  Estimated Accuracy
 JX1417;SPC OH S     -   219,610.      650,110.      MT  (+/- 180 meters Scaled)
 JX1417
 JX1417                          SUPERSEDED SURVEY CONTROL
 JX1417
 JX1417  NGVD 29 (??/??/92)  246.256  (m)          807.92   (f) ADJ UNCH    1 2
 JX1417
 JX1417.Superseded values are not recommended for survey control.
 JX1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1417.See file dsdata.txt to determine how the superseded data were derived.
 JX1417
 JX1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME220255(NAD 83)
 JX1417_MARKER: DB = BENCH MARK DISK
 JX1417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1417_SP_SET: CULVERT
 JX1417_STAMPING: C 65 X 1934
 JX1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1417
 JX1417  HISTORY     - Date     Condition        Report By
 JX1417  HISTORY     - 1934     MONUMENTED       CGS
 JX1417  HISTORY     - 1954     GOOD             NGS
 JX1417
 JX1417                          STATION DESCRIPTION
 JX1417
 JX1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JX1417'6.8 MI NE FROM ZANESVILLE.
 JX1417'6.8 MILES NORTHEAST AND EAST ALONG THE BALTIMORE AND OHIO
 JX1417'RAILROAD FROM THE STATION AT ZANESVILLE, NEAR TELEPHONE POLE
 JX1417'NO. 71/27, IN THE TOP OF CENTER OF SOUTH CONCRETE HEAD WALL
 JX1417'OF A 24-INCH CONCRETE PIPE CULVERT UNDER TRACK, 12 FEET SOUTH OF
 JX1417'SOUTH RAIL AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0813 ***********************************************************************
 JX0813  DESIGNATION -  C 66
 JX0813  PID         -  JX0813
 JX0813  STATE/COUNTY-  OH/NOBLE
 JX0813  USGS QUAD   -  SARAHSVILLE (1994)
 JX0813
 JX0813                         *CURRENT SURVEY CONTROL
 JX0813  ___________________________________________________________________
 JX0813* NAD 83(1986)-  39 46 32.     (N)    081 25 35.     (W)     SCALED    
 JX0813* NAVD 88     -       250.688  (meters)     822.47   (feet)  ADJUSTED  
 JX0813  ___________________________________________________________________
 JX0813  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JX0813  DYNAMIC HT  -         250.545 (meters)     822.00  (feet)  COMP
 JX0813  MODELED GRAV-     980,051.6   (mgal)                       NAVD 88
 JX0813
 JX0813  VERT ORDER  -  SECOND    CLASS 0
 JX0813
 JX0813.The horizontal coordinates were scaled from a topographic map and have
 JX0813.an estimated accuracy of +/- 6 seconds.
 JX0813
 JX0813.The orthometric height was determined by differential leveling
 JX0813.and adjusted by the National Geodetic Survey in June 1991..
 JX0813
 JX0813.The geoid height was determined by GEOID03.
 JX0813
 JX0813.The dynamic height is computed by dividing the NAVD 88
 JX0813.geopotential number by the normal gravity value computed on the
 JX0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0813.degrees latitude (g = 980.6199 gals.).
 JX0813
 JX0813.The modeled gravity was interpolated from observed gravity values.
 JX0813
 JX0813;                    North         East    Units  Estimated Accuracy
 JX0813;SPC OH S     -   197,660.      691,970.      MT  (+/- 180 meters Scaled)
 JX0813
 JX0813                          SUPERSEDED SURVEY CONTROL
 JX0813
 JX0813  NGVD 29 (??/??/92)  250.860  (m)          823.03   (f) ADJ UNCH    2 0
 JX0813
 JX0813.Superseded values are not recommended for survey control.
 JX0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0813.See file dsdata.txt to determine how the superseded data were derived.
 JX0813
 JX0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME634029(NAD 83)
 JX0813_MARKER: DB = BENCH MARK DISK
 JX0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0813_STAMPING: C 66 1934
 JX0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0813+STABILITY: SURFACE MOTION
 JX0813
 JX0813  HISTORY     - Date     Condition        Report By
 JX0813  HISTORY     - 1934     MONUMENTED       CGS
 JX0813
 JX0813                          STATION DESCRIPTION
 JX0813
 JX0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0813'6.7 MI E FROM CALDWELL.
 JX0813'6.7 MILES EAST ALONG STATE HIGHWAY 78 FROM THE PENNSYLVANIA
 JX0813'RAILROAD STATION AT CALDWELL, NOBLE COUNTY, 55 YARDS SOUTHEAST OF
 JX0813'THE SOUTH CORNER OF A CONCRETE HIGHWAY BRIDGE, 31 YARDS SOUTH OF
 JX0813'THE SOUTH CORNER OF THE GREEN VALLEY CHURCH OF CHRIST, 10 YARDS
 JX0813'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTHWEST OF A
 JX0813'WIRE FENCE, AND ABOUT 8 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 JX0813'A STANDARD DISK, STAMPED C 66 1934 AND SET IN THE TOP OF A
 JX0813'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1390 ***********************************************************************
 JX1390  DESIGNATION -  C 67
 JX1390  PID         -  JX1390
 JX1390  STATE/COUNTY-  OH/MORGAN
 JX1390  USGS QUAD   -  ROKEBY LOCK (1994)
 JX1390
 JX1390                         *CURRENT SURVEY CONTROL
 JX1390  ___________________________________________________________________
 JX1390* NAD 83(1986)-  39 39 56.     (N)    081 55 33.     (W)     SCALED    
 JX1390* NAVD 88     -       341.337  (meters)    1119.87   (feet)  ADJUSTED  
 JX1390  ___________________________________________________________________
 JX1390  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JX1390  DYNAMIC HT  -         341.142 (meters)    1119.23  (feet)  COMP
 JX1390  MODELED GRAV-     980,046.2   (mgal)                       NAVD 88
 JX1390
 JX1390  VERT ORDER  -  SECOND    CLASS 0
 JX1390
 JX1390.The horizontal coordinates were scaled from a topographic map and have
 JX1390.an estimated accuracy of +/- 6 seconds.
 JX1390
 JX1390.The orthometric height was determined by differential leveling
 JX1390.and adjusted by the National Geodetic Survey in June 1991..
 JX1390
 JX1390.The geoid height was determined by GEOID03.
 JX1390
 JX1390.The dynamic height is computed by dividing the NAVD 88
 JX1390.geopotential number by the normal gravity value computed on the
 JX1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1390.degrees latitude (g = 980.6199 gals.).
 JX1390
 JX1390.The modeled gravity was interpolated from observed gravity values.
 JX1390
 JX1390;                    North         East    Units  Estimated Accuracy
 JX1390;SPC OH S     -   185,060.      649,270.      MT  (+/- 180 meters Scaled)
 JX1390
 JX1390                          SUPERSEDED SURVEY CONTROL
 JX1390
 JX1390  NGVD 29 (??/??/92)  341.554  (m)         1120.58   (f) ADJ UNCH    2 0
 JX1390
 JX1390.Superseded values are not recommended for survey control.
 JX1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1390.See file dsdata.txt to determine how the superseded data were derived.
 JX1390
 JX1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD205910(NAD 83)
 JX1390_MARKER: DB = BENCH MARK DISK
 JX1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1390_STAMPING: C 67 1934
 JX1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1390+STABILITY: SURFACE MOTION
 JX1390
 JX1390  HISTORY     - Date     Condition        Report By
 JX1390  HISTORY     - 1934     MONUMENTED       CGS
 JX1390
 JX1390                          STATION DESCRIPTION
 JX1390
 JX1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX1390'4.5 MI W FROM MALTA.
 JX1390'4.5 MILES WEST ALONG STATE HIGHWAY 37 FROM THE BALTIMORE AND
 JX1390'OHIO RAILROAD STATION AT MALTA, MORGAN COUNTY, 115 YARDS EAST
 JX1390'OF THE NORTHEAST CORNER OF A BARN, 31 YARDS SOUTHEAST OF THE
 JX1390'SOUTHEAST CORNER OF THE F.C. KINCAID FARMHOUSE, 11 YARDS NORTH
 JX1390'OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET SOUTH OF THE FENCE,
 JX1390'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD
 JX1390'DISK, STAMPED C 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0686 ***********************************************************************
 JY0686  DESIGNATION -  C 68
 JY0686  PID         -  JY0686
 JY0686  STATE/COUNTY-  OH/FAIRFIELD
 JY0686  USGS QUAD   -  BALTIMORE (1987)
 JY0686
 JY0686                         *CURRENT SURVEY CONTROL
 JY0686  ___________________________________________________________________
 JY0686* NAD 83(1986)-  39 48 36.     (N)    082 31 08.     (W)     SCALED    
 JY0686* NAVD 88     -       277.865  (meters)     911.63   (feet)  ADJUSTED  
 JY0686  ___________________________________________________________________
 JY0686  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JY0686  DYNAMIC HT  -         277.704 (meters)     911.10  (feet)  COMP
 JY0686  MODELED GRAV-     980,039.6   (mgal)                       NAVD 88
 JY0686
 JY0686  VERT ORDER  -  SECOND    CLASS 0
 JY0686
 JY0686.The horizontal coordinates were scaled from a topographic map and have
 JY0686.an estimated accuracy of +/- 6 seconds.
 JY0686
 JY0686.The orthometric height was determined by differential leveling
 JY0686.and adjusted by the National Geodetic Survey in June 1991..
 JY0686
 JY0686.The geoid height was determined by GEOID03.
 JY0686
 JY0686.The dynamic height is computed by dividing the NAVD 88
 JY0686.geopotential number by the normal gravity value computed on the
 JY0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0686.degrees latitude (g = 980.6199 gals.).
 JY0686
 JY0686.The modeled gravity was interpolated from observed gravity values.
 JY0686
 JY0686;                    North         East    Units  Estimated Accuracy
 JY0686;SPC OH S     -   200,940.      598,380.      MT  (+/- 180 meters Scaled)
 JY0686
 JY0686                          SUPERSEDED SURVEY CONTROL
 JY0686
 JY0686  NGVD 29 (??/??/92)  278.090  (m)          912.37   (f) ADJ UNCH    2 0
 JY0686
 JY0686.Superseded values are not recommended for survey control.
 JY0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0686.See file dsdata.txt to determine how the superseded data were derived.
 JY0686
 JY0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE699077(NAD 83)
 JY0686_MARKER: DB = BENCH MARK DISK
 JY0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0686_STAMPING: C 68 1934
 JY0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0686+STABILITY: SURFACE MOTION
 JY0686
 JY0686  HISTORY     - Date     Condition        Report By
 JY0686  HISTORY     - 1934     MONUMENTED       CGS
 JY0686
 JY0686                          STATION DESCRIPTION
 JY0686
 JY0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0686'AT PLEASANTVILLE.
 JY0686'AT PLEASANTVILLE, FAIRFIELD COUNTY, 132 FEET NORTH OF THE NORTHEAST
 JY0686'CORNER OF THE NEW YORK CENTRAL RAILROAD STATION, 99 FEET NORTH
 JY0686'OF THE NORTHWEST CORNER OF THE FREIGHT HOUSE, 34.5 FEET NORTH
 JY0686'OF THE STATION PLATFORM, 15 FEET WEST OF THE WEST RAIL, 3 FEET
 JY0686'SOUTH OF A POLE, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A
 JY0686'STANDARD DISK, STAMPED C 68 1934 AND SET IN THE TOP OF A CONCRETE
 JY0686'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1191 ***********************************************************************
 JX1191  DESIGNATION -  C 70
 JX1191  PID         -  JX1191
 JX1191  STATE/COUNTY-  OH/ATHENS
 JX1191  USGS QUAD   -  STEWART (1994)
 JX1191
 JX1191                         *CURRENT SURVEY CONTROL
 JX1191  ___________________________________________________________________
 JX1191* NAD 83(1986)-  39 21 52.     (N)    081 58 51.     (W)     SCALED    
 JX1191* NAVD 88     -       201.667  (meters)     661.64   (feet)  ADJUSTED  
 JX1191  ___________________________________________________________________
 JX1191  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1191  DYNAMIC HT  -         201.546 (meters)     661.24  (feet)  COMP
 JX1191  MODELED GRAV-     980,020.8   (mgal)                       NAVD 88
 JX1191
 JX1191  VERT ORDER  -  FIRST     CLASS II
 JX1191
 JX1191.The horizontal coordinates were scaled from a topographic map and have
 JX1191.an estimated accuracy of +/- 6 seconds.
 JX1191
 JX1191.The orthometric height was determined by differential leveling
 JX1191.and adjusted by the National Geodetic Survey in June 1991..
 JX1191
 JX1191.The geoid height was determined by GEOID03.
 JX1191
 JX1191.The dynamic height is computed by dividing the NAVD 88
 JX1191.geopotential number by the normal gravity value computed on the
 JX1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1191.degrees latitude (g = 980.6199 gals.).
 JX1191
 JX1191.The modeled gravity was interpolated from observed gravity values.
 JX1191
 JX1191;                    North         East    Units  Estimated Accuracy
 JX1191;SPC OH S     -   151,600.      644,740.      MT  (+/- 180 meters Scaled)
 JX1191
 JX1191                          SUPERSEDED SURVEY CONTROL
 JX1191
 JX1191  NGVD 29 (??/??/92)  201.843  (m)          662.21   (f) ADJ UNCH    1 2
 JX1191
 JX1191.Superseded values are not recommended for survey control.
 JX1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1191.See file dsdata.txt to determine how the superseded data were derived.
 JX1191
 JX1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD155576(NAD 83)
 JX1191_MARKER: DB = BENCH MARK DISK
 JX1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1191_STAMPING: C 70 1934
 JX1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1191+STABILITY: SURFACE MOTION
 JX1191
 JX1191  HISTORY     - Date     Condition        Report By
 JX1191  HISTORY     - 1934     MONUMENTED       CGS
 JX1191  HISTORY     - 1943     GOOD             NGS
 JX1191  HISTORY     - 1960     MARK NOT FOUND   NGS
 JX1191
 JX1191                          STATION DESCRIPTION
 JX1191
 JX1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JX1191'2.9 MI N FROM CANAANVILLE.
 JX1191'2.9 MILES NORTH ALONG STATE HIGHWAY 690 FROM THE METHODIST
 JX1191'CHURCH AT CANAANVILLE, ATHENS COUNTY, 0.3 MILE SOUTH OF AN
 JX1191'IRON BRIDGE, 78 YARDS EAST OF THE NORTHEAST CORNER OF THE
 JX1191'HARRISON FARMHOUSE, 147 FEET NORTH OF THE NORTHEAST CORNER OF
 JX1191'A GARAGE, 90 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A
 JX1191'PRIVATE DRIVE, 12 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JX1191'10 FEET NORTHEAST OF A 30-INCH MAPLE TREE, 2 FEET EAST OF THE
 JX1191'SOUTHEAST CORNER OF A FENCE, AND LEVEL WITH THE ROADWAY.  A
 JX1191'STANDARD DISK, STAMPED C 70 1934 AND SET IN THE TOP OF A
 JX1191'CONCRETE POST.
 JX1191
 JX1191                          STATION RECOVERY (1960)
 JX1191
 JX1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JX1191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0356 ***********************************************************************
 HY0356  DESIGNATION -  C 71
 HY0356  PID         -  HY0356
 HY0356  STATE/COUNTY-  OH/GALLIA
 HY0356  USGS QUAD   -  VINTON (1975)
 HY0356
 HY0356                         *CURRENT SURVEY CONTROL
 HY0356  ___________________________________________________________________
 HY0356* NAD 83(1986)-  38 53 26.     (N)    082 16 30.     (W)     SCALED    
 HY0356* NAVD 88     -       211.213  (meters)     692.95   (feet)  ADJUSTED  
 HY0356  ___________________________________________________________________
 HY0356  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 HY0356  DYNAMIC HT  -         211.079 (meters)     692.51  (feet)  COMP
 HY0356  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 HY0356
 HY0356  VERT ORDER  -  SECOND    CLASS 0
 HY0356
 HY0356.The horizontal coordinates were scaled from a topographic map and have
 HY0356.an estimated accuracy of +/- 6 seconds.
 HY0356
 HY0356.The orthometric height was determined by differential leveling
 HY0356.and adjusted by the National Geodetic Survey in June 1991..
 HY0356
 HY0356.The geoid height was determined by GEOID03.
 HY0356
 HY0356.The dynamic height is computed by dividing the NAVD 88
 HY0356.geopotential number by the normal gravity value computed on the
 HY0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0356.degrees latitude (g = 980.6199 gals.).
 HY0356
 HY0356.The modeled gravity was interpolated from observed gravity values.
 HY0356
 HY0356;                    North         East    Units  Estimated Accuracy
 HY0356;SPC OH S     -    98,890.      619,520.      MT  (+/- 180 meters Scaled)
 HY0356
 HY0356                          SUPERSEDED SURVEY CONTROL
 HY0356
 HY0356  NGVD 29 (??/??/92)  211.409  (m)          693.60   (f) ADJ UNCH    2 0
 HY0356
 HY0356.Superseded values are not recommended for survey control.
 HY0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0356.See file dsdata.txt to determine how the superseded data were derived.
 HY0356
 HY0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD894054(NAD 83)
 HY0356_MARKER: DB = BENCH MARK DISK
 HY0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0356_STAMPING: C 71 1934
 HY0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0356+STABILITY: SURFACE MOTION
 HY0356
 HY0356  HISTORY     - Date     Condition        Report By
 HY0356  HISTORY     - 1934     MONUMENTED       CGS
 HY0356  HISTORY     - 1958     GOOD             NGS
 HY0356  HISTORY     - 1976     MARK NOT FOUND   NGS
 HY0356
 HY0356                          STATION DESCRIPTION
 HY0356
 HY0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0356'1.5 MI NW FROM KERRS.
 HY0356'ABOUT 1.5 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0356'FROM THE STATION AT KERRS, IN SECTION 15, R 15W, T 6N, ABOUT
 HY0356'0.5 MILE SOUTHEAST OF MILE POST 107, AT EVERGREEN, AT THE CROSSING
 HY0356'OF A SOUTHWEST-NORTHEAST GRAVEL ROAD, 53 FEET EAST OF THE CENTER
 HY0356'OF THE CROSSING, 45 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 1 1/2
 HY0356'FEET SOUTHWEST OF A WIRE FENCE, 24 FEET SOUTHEAST OF NORTHWEST
 HY0356'END OF A WIRE FENCE, 45 1/2 FEET NORTH OF THE FIRST TELEPHONE
 HY0356'POLE SOUTHEAST OF THE CROSSING, 61 FEET SOUTHEAST AND ACROSS
 HY0356'ROAD FROM A POWER POLE NUMBER 139-6, 2 FEET SOUTHEAST OF A
 HY0356'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE TRACK AND THE ROAD,
 HY0356'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HY0356
 HY0356                          STATION RECOVERY (1976)
 HY0356
 HY0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1121 ***********************************************************************
 HY1121  DESIGNATION -  C 72
 HY1121  PID         -  HY1121
 HY1121  STATE/COUNTY-  OH/SCIOTO
 HY1121  USGS QUAD   -  SOUTH WEBSTER (1975)
 HY1121
 HY1121                         *CURRENT SURVEY CONTROL
 HY1121  ___________________________________________________________________
 HY1121* NAD 83(1986)-  38 48 21.     (N)    082 41 32.     (W)     SCALED    
 HY1121* NAVD 88     -       193.459  (meters)     634.71   (feet)  ADJUSTED  
 HY1121  ___________________________________________________________________
 HY1121  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 HY1121  DYNAMIC HT  -         193.334 (meters)     634.30  (feet)  COMP
 HY1121  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 HY1121
 HY1121  VERT ORDER  -  SECOND    CLASS 0
 HY1121
 HY1121.The horizontal coordinates were scaled from a topographic map and have
 HY1121.an estimated accuracy of +/- 6 seconds.
 HY1121
 HY1121.The orthometric height was determined by differential leveling
 HY1121.and adjusted by the National Geodetic Survey in June 1991..
 HY1121
 HY1121.The geoid height was determined by GEOID03.
 HY1121
 HY1121.The dynamic height is computed by dividing the NAVD 88
 HY1121.geopotential number by the normal gravity value computed on the
 HY1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1121.degrees latitude (g = 980.6199 gals.).
 HY1121
 HY1121.The modeled gravity was interpolated from observed gravity values.
 HY1121
 HY1121;                    North         East    Units  Estimated Accuracy
 HY1121;SPC OH S     -    89,480.      583,300.      MT  (+/- 180 meters Scaled)
 HY1121
 HY1121                          SUPERSEDED SURVEY CONTROL
 HY1121
 HY1121  NGVD 29 (??/??/92)  193.63   (m)          635.3    (f) COMPUTED    2 0
 HY1121
 HY1121.Superseded values are not recommended for survey control.
 HY1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1121.See file dsdata.txt to determine how the superseded data were derived.
 HY1121
 HY1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC530965(NAD 83)
 HY1121_MARKER: DB = BENCH MARK DISK
 HY1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1121_STAMPING: C 72 1934
 HY1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1121+STABILITY: SURFACE MOTION
 HY1121
 HY1121  HISTORY     - Date     Condition        Report By
 HY1121  HISTORY     - 1934     MONUMENTED       CGS
 HY1121  HISTORY     - 1958     MARK NOT FOUND   NGS
 HY1121
 HY1121                          STATION DESCRIPTION
 HY1121
 HY1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1121'AT BLOOM JUNCTION.
 HY1121'AT BLOOM JUNCTION, 51 YARDS NORTHWEST OF THE NORTHWEST CORNER OF
 HY1121'THE BALTIMORE AND OHIO RAILROAD STATION, 0.2 MILE SOUTH OF MILEPOST
 HY1121'P 21, 72 FEET SOUTHWEST OF SIGNAL TOWER 21211, 87 FEET EAST OF
 HY1121'THE CENTERLINE OF STATE HIGHWAY 140, 54 FEET WEST OF THE WEST
 HY1121'RAIL, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 HY1121'STAMPED C 72 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A
 HY1121'THOROUGH SEARCH OF 1 HOUR FAILED TO FIND THE MARK, THE MEASURMENTS
 HY1121'DO NOT FIT AND THE STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1448 ***********************************************************************
 HY1448  DESIGNATION -  C 73
 HY1448  PID         -  HY1448
 HY1448  STATE/COUNTY-  OH/ADAMS
 HY1448  USGS QUAD   -  JAYBIRD (1995)
 HY1448
 HY1448                         *CURRENT SURVEY CONTROL
 HY1448  ___________________________________________________________________
 HY1448* NAD 83(1986)-  38 56 22.     (N)    083 20 47.     (W)     SCALED    
 HY1448* NAVD 88     -       227.921  (meters)     747.77   (feet)  ADJUSTED  
 HY1448  ___________________________________________________________________
 HY1448  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 HY1448  DYNAMIC HT  -         227.781 (meters)     747.31  (feet)  COMP
 HY1448  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 HY1448
 HY1448  VERT ORDER  -  SECOND    CLASS 0
 HY1448
 HY1448.The horizontal coordinates were scaled from a topographic map and have
 HY1448.an estimated accuracy of +/- 6 seconds.
 HY1448
 HY1448.The orthometric height was determined by differential leveling
 HY1448.and adjusted by the National Geodetic Survey in June 1991..
 HY1448
 HY1448.The geoid height was determined by GEOID03.
 HY1448
 HY1448.The dynamic height is computed by dividing the NAVD 88
 HY1448.geopotential number by the normal gravity value computed on the
 HY1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1448.degrees latitude (g = 980.6199 gals.).
 HY1448
 HY1448.The modeled gravity was interpolated from observed gravity values.
 HY1448
 HY1448;                    North         East    Units  Estimated Accuracy
 HY1448;SPC OH S     -   104,640.      526,620.      MT  (+/- 180 meters Scaled)
 HY1448
 HY1448                          SUPERSEDED SURVEY CONTROL
 HY1448
 HY1448  NGVD 29 (??/??/92)  228.115  (m)          748.41   (f) ADJ UNCH    2 0
 HY1448
 HY1448.Superseded values are not recommended for survey control.
 HY1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1448.See file dsdata.txt to determine how the superseded data were derived.
 HY1448
 HY1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD966126(NAD 83)
 HY1448_MARKER: DB = BENCH MARK DISK
 HY1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1448_STAMPING: C 73 1934
 HY1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1448+STABILITY: SURFACE MOTION
 HY1448
 HY1448  HISTORY     - Date     Condition        Report By
 HY1448  HISTORY     - 1934     MONUMENTED       CGS
 HY1448
 HY1448                          STATION DESCRIPTION
 HY1448
 HY1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HY1448'AT BEAVERPOND.
 HY1448'AT BEAVERPOND, ADAMS COUNTY, 16 FEET EAST OF THE SOUTHEAST
 HY1448'CORNER OF THE NORFOLK AND WESTERN RAILWAY STATION, 130 YARDS
 HY1448'WEST OF MILEPOST C 76, 0.1 MILE EAST OF SIGNAL C 313, 27 FEET
 HY1448'SOUTH OF THE SOUTH RAIL, 25 FEET NORTH OF THE CENTERLINE OF A
 HY1448'DIRT ROAD, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A STANDARD
 HY1448'DISK, STAMPED C 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0988 ***********************************************************************
 JY0988  DESIGNATION -  C 75
 JY0988  PID         -  JY0988
 JY0988  STATE/COUNTY-  OH/PIKE
 JY0988  USGS QUAD   -  BAINBRIDGE (1979)
 JY0988
 JY0988                         *CURRENT SURVEY CONTROL
 JY0988  ___________________________________________________________________
 JY0988* NAD 83(1986)-  39 10 25.     (N)    083 20 54.     (W)     SCALED    
 JY0988* NAVD 88     -       295.383  (meters)     969.10   (feet)  ADJUSTED  
 JY0988  ___________________________________________________________________
 JY0988  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JY0988  DYNAMIC HT  -         295.206 (meters)     968.52  (feet)  COMP
 JY0988  MODELED GRAV-     980,020.3   (mgal)                       NAVD 88
 JY0988
 JY0988  VERT ORDER  -  SECOND    CLASS 0
 JY0988
 JY0988.The horizontal coordinates were scaled from a topographic map and have
 JY0988.an estimated accuracy of +/- 6 seconds.
 JY0988
 JY0988.The orthometric height was determined by differential leveling
 JY0988.and adjusted by the National Geodetic Survey in June 1991..
 JY0988
 JY0988.The geoid height was determined by GEOID03.
 JY0988
 JY0988.The dynamic height is computed by dividing the NAVD 88
 JY0988.geopotential number by the normal gravity value computed on the
 JY0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0988.degrees latitude (g = 980.6199 gals.).
 JY0988
 JY0988.The modeled gravity was interpolated from observed gravity values.
 JY0988
 JY0988;                    North         East    Units  Estimated Accuracy
 JY0988;SPC OH S     -   130,630.      526,700.      MT  (+/- 180 meters Scaled)
 JY0988
 JY0988                          SUPERSEDED SURVEY CONTROL
 JY0988
 JY0988  NGVD 29 (??/??/92)  295.569  (m)          969.71   (f) ADJ UNCH    2 0
 JY0988
 JY0988.Superseded values are not recommended for survey control.
 JY0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0988.See file dsdata.txt to determine how the superseded data were derived.
 JY0988
 JY0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD971386(NAD 83)
 JY0988_MARKER: DB = BENCH MARK DISK
 JY0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0988_STAMPING: C 75 1934
 JY0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0988+STABILITY: SURFACE MOTION
 JY0988
 JY0988  HISTORY     - Date     Condition        Report By
 JY0988  HISTORY     - 1934     MONUMENTED       CGS
 JY0988
 JY0988                          STATION DESCRIPTION
 JY0988
 JY0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0988'IN CYNTHIANA.
 JY0988'IN CYNTHIANA, PIKE COUNTY, ON STATE HIGHWAY 81, 15 YARDS EAST OF
 JY0988'THE CENTER OF THE JUNCTION OF THE ROAD LEADING TO RAINSBORO, 13
 JY0988'YARDS SOUTH OF THE SOUTHWEST CORNER OF THE POST OFFICE, 10 YARDS
 JY0988'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH OF CHRIST, AND
 JY0988'11.3 FEET NORTH OF THE NORTH SIDE OF A 36-INCH CATABA TREE.  A
 JY0988'STANDARD DISK, STAMPED C 75 1934 AND SET IN THE TOP OF A CONCRETE
 JY0988'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0449 ***********************************************************************
 JY0449  DESIGNATION -  C 77
 JY0449  PID         -  JY0449
 JY0449  STATE/COUNTY-  OH/ROSS
 JY0449  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY0449
 JY0449                         *CURRENT SURVEY CONTROL
 JY0449  ___________________________________________________________________
 JY0449* NAD 83(1986)-  39 16 19.     (N)    082 52 43.     (W)     SCALED    
 JY0449* NAVD 88     -       199.317  (meters)     653.93   (feet)  ADJUSTED  
 JY0449  ___________________________________________________________________
 JY0449  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JY0449  DYNAMIC HT  -         199.196 (meters)     653.53  (feet)  COMP
 JY0449  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 JY0449
 JY0449  VERT ORDER  -  FIRST     CLASS II
 JY0449
 JY0449.The horizontal coordinates were scaled from a topographic map and have
 JY0449.an estimated accuracy of +/- 6 seconds.
 JY0449
 JY0449.The orthometric height was determined by differential leveling
 JY0449.and adjusted by the National Geodetic Survey in June 1991..
 JY0449
 JY0449.The geoid height was determined by GEOID03.
 JY0449
 JY0449.The dynamic height is computed by dividing the NAVD 88
 JY0449.geopotential number by the normal gravity value computed on the
 JY0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0449.degrees latitude (g = 980.6199 gals.).
 JY0449
 JY0449.The modeled gravity was interpolated from observed gravity values.
 JY0449
 JY0449;                    North         East    Units  Estimated Accuracy
 JY0449;SPC OH S     -   141,270.      567,330.      MT  (+/- 180 meters Scaled)
 JY0449
 JY0449                          SUPERSEDED SURVEY CONTROL
 JY0449
 JY0449  NGVD 29 (??/??/92)  199.484  (m)          654.47   (f) ADJ UNCH    1 2
 JY0449
 JY0449.Superseded values are not recommended for survey control.
 JY0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0449.See file dsdata.txt to determine how the superseded data were derived.
 JY0449
 JY0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD379486(NAD 83)
 JY0449_MARKER: DB = BENCH MARK DISK
 JY0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0449_SP_SET: BRIDGE
 JY0449_STAMPING: C 77 1935
 JY0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0449
 JY0449  HISTORY     - Date     Condition        Report By
 JY0449  HISTORY     - 1935     MONUMENTED       CGS
 JY0449  HISTORY     - 1943     GOOD             NGS
 JY0449
 JY0449                          STATION DESCRIPTION
 JY0449
 JY0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0449'0.7 MI NW FROM SCHOOLEYS.
 JY0449'0.7 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY0449'THE STATION AT SCHOOLEYS, ROSS COUNTY, 31 YARDS SOUTHEAST OF
 JY0449'POLE 104+20, AT CONCRETE BRIDGE 104.50, IN THE TOP OF THE
 JY0449'SOUTHEAST END OF THE SOUTHEAST HEADWALL, 6 FEET SOUTHWEST OF THE
 JY0449'SOUTHWEST RAIL, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A
 JY0449'STANDARD DISK, STAMPED C 77 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1010 ***********************************************************************
 JY1010  DESIGNATION -  C 78
 JY1010  PID         -  JY1010
 JY1010  STATE/COUNTY-  OH/CLINTON
 JY1010  USGS QUAD   -  MARTINSVILLE (1960)
 JY1010
 JY1010                         *CURRENT SURVEY CONTROL
 JY1010  ___________________________________________________________________
 JY1010* NAD 83(1986)-  39 19 14.     (N)    083 45 47.     (W)     SCALED    
 JY1010* NAVD 88     -       324.228  (meters)    1063.74   (feet)  ADJUSTED  
 JY1010  ___________________________________________________________________
 JY1010  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JY1010  DYNAMIC HT  -         324.039 (meters)    1063.12  (feet)  COMP
 JY1010  MODELED GRAV-     980,032.8   (mgal)                       NAVD 88
 JY1010
 JY1010  VERT ORDER  -  FIRST     CLASS II
 JY1010
 JY1010.The horizontal coordinates were scaled from a topographic map and have
 JY1010.an estimated accuracy of +/- 6 seconds.
 JY1010
 JY1010.The orthometric height was determined by differential leveling
 JY1010.and adjusted by the National Geodetic Survey in June 1991..
 JY1010
 JY1010.The geoid height was determined by GEOID03.
 JY1010
 JY1010.The dynamic height is computed by dividing the NAVD 88
 JY1010.geopotential number by the normal gravity value computed on the
 JY1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1010.degrees latitude (g = 980.6199 gals.).
 JY1010
 JY1010.The modeled gravity was interpolated from observed gravity values.
 JY1010
 JY1010;                    North         East    Units  Estimated Accuracy
 JY1010;SPC OH S     -   147,360.      491,090.      MT  (+/- 180 meters Scaled)
 JY1010
 JY1010                          SUPERSEDED SURVEY CONTROL
 JY1010
 JY1010  NGVD 29 (??/??/92)  324.38   (m)         1064.2    (f) COMPUTED    1 2
 JY1010
 JY1010.Superseded values are not recommended for survey control.
 JY1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1010.See file dsdata.txt to determine how the superseded data were derived.
 JY1010
 JY1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD618559(NAD 83)
 JY1010_MARKER: DB = BENCH MARK DISK
 JY1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1010_STAMPING: C 78 1935
 JY1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1010+STABILITY: SURFACE MOTION
 JY1010
 JY1010  HISTORY     - Date     Condition        Report By
 JY1010  HISTORY     - 1935     MONUMENTED       CGS
 JY1010
 JY1010                          STATION DESCRIPTION
 JY1010
 JY1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JY1010'AT FARMERS.
 JY1010'ON THE PARKERSBURG, CINCINNATI AND ATHENS DIVISION OF THE B AND
 JY1010'O RR, 40 YARDS NORTHEAST OF THE CENTERLINE OF ROAD CROSSING ON
 JY1010'TRACK.  30 FEET SOUTH OF THE SE CORNER OF STORE BUILDING.  18
 JY1010'FEET NE OF THE SWITCH LOCK FOR THE EAST END OF SWITCH.  15
 JY1010'FEET NORTH OF THE NORTH RAIL OF NORTH TRACK.  LEVEL WITH THE
 JY1010'TOP OF RAIL.  ON TOP OF CONCRETE POST.  A NGS SURVEY DISK
 JY1010'STAMPED C 78-1935
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1011 ***********************************************************************
 JY1011  DESIGNATION -  C 78 RESET
 JY1011  PID         -  JY1011
 JY1011  STATE/COUNTY-  OH/CLINTON
 JY1011  USGS QUAD   -  MARTINSVILLE (1960)
 JY1011
 JY1011                         *CURRENT SURVEY CONTROL
 JY1011  ___________________________________________________________________
 JY1011* NAD 83(1986)-  39 19 14.     (N)    083 45 47.     (W)     SCALED    
 JY1011* NAVD 88     -       323.596  (meters)    1061.66   (feet)  ADJUSTED  
 JY1011  ___________________________________________________________________
 JY1011  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JY1011  DYNAMIC HT  -         323.406 (meters)    1061.04  (feet)  COMP
 JY1011  MODELED GRAV-     980,032.8   (mgal)                       NAVD 88
 JY1011
 JY1011  VERT ORDER  -  FIRST     CLASS II
 JY1011
 JY1011.The horizontal coordinates were scaled from a topographic map and have
 JY1011.an estimated accuracy of +/- 6 seconds.
 JY1011
 JY1011.The orthometric height was determined by differential leveling
 JY1011.and adjusted by the National Geodetic Survey in June 1991..
 JY1011
 JY1011.The geoid height was determined by GEOID03.
 JY1011
 JY1011.The dynamic height is computed by dividing the NAVD 88
 JY1011.geopotential number by the normal gravity value computed on the
 JY1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1011.degrees latitude (g = 980.6199 gals.).
 JY1011
 JY1011.The modeled gravity was interpolated from observed gravity values.
 JY1011
 JY1011;                    North         East    Units  Estimated Accuracy
 JY1011;SPC OH S     -   147,360.      491,090.      MT  (+/- 180 meters Scaled)
 JY1011
 JY1011                          SUPERSEDED SURVEY CONTROL
 JY1011
 JY1011  NGVD 29 (06/03/91)  323.758  (m)         1062.20   (f) ADJUSTED    1 2
 JY1011
 JY1011.Superseded values are not recommended for survey control.
 JY1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1011.See file dsdata.txt to determine how the superseded data were derived.
 JY1011
 JY1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD618559(NAD 83)
 JY1011_MARKER: DB = BENCH MARK DISK
 JY1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1011_SP_SET: CONCRETE POST
 JY1011_STAMPING: C 78 RESET 1942
 JY1011_MARK LOGO: CGS   
 JY1011_PROJECTION: PROJECTING 5 CENTIMETERS
 JY1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1011+STABILITY: SURFACE MOTION
 JY1011
 JY1011  HISTORY     - Date     Condition        Report By
 JY1011  HISTORY     - 1942     MONUMENTED       BORR
 JY1011  HISTORY     - 1984     GOOD             NGS
 JY1011
 JY1011                          STATION DESCRIPTION
 JY1011
 JY1011'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1942
 JY1011'AT FARMERS.
 JY1011'AT FARMERS, CLINTON COUNTY, 50 YARDS EAST ALONG THE BALTIMORE
 JY1011'AND OHIO RAILROAD FROM THE CROSSING OF COUNTY ROAD 7, AT
 JY1011'VALUATION STATION 2787+23, AND 48.7 FEET NORTH OF THE
 JY1011'CENTERLINE OF THE MAIN TRACK.
 JY1011
 JY1011                          STATION RECOVERY (1984)
 JY1011
 JY1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY1011'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN FARMERS
 JY1011'STATION, EAST OF THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD AND
 JY1011'FARMERS ROAD, 14.11 METERS (46.3 FT) NORTH OF THE NORTH RAIL, 48.25
 JY1011'METERS (158.3 FT) EAST OF THE CENTERLINE OF FARMERS ROAD, 1.83 (6.0
 JY1011'FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF AN OUTHOUSE.
 JY1011'THE MARK IS 0.27 METERS  W FROM A WITNESS POST.
 JY1011'THE MARK IS 0.91 M BELOW RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0659 ***********************************************************************
 MC0659  DESIGNATION -  C 8
 MC0659  PID         -  MC0659
 MC0659  STATE/COUNTY-  OH/PUTNAM
 MC0659  USGS QUAD   -  LEIPSIC (1973)
 MC0659
 MC0659                         *CURRENT SURVEY CONTROL
 MC0659  ___________________________________________________________________
 MC0659* NAD 83(1986)-  41 06 17.     (N)    083 59 02.     (W)     SCALED    
 MC0659* NAVD 88     -       228.689  (meters)     750.29   (feet)  ADJUSTED  
 MC0659  ___________________________________________________________________
 MC0659  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC0659  DYNAMIC HT  -         228.580 (meters)     749.93  (feet)  COMP
 MC0659  MODELED GRAV-     980,145.3   (mgal)                       NAVD 88
 MC0659
 MC0659  VERT ORDER  -  FIRST     CLASS I
 MC0659
 MC0659.The horizontal coordinates were scaled from a topographic map and have
 MC0659.an estimated accuracy of +/- 6 seconds.
 MC0659
 MC0659.The orthometric height was determined by differential leveling
 MC0659.and adjusted by the National Geodetic Survey in June 1991..
 MC0659
 MC0659.The geoid height was determined by GEOID03.
 MC0659
 MC0659.The dynamic height is computed by dividing the NAVD 88
 MC0659.geopotential number by the normal gravity value computed on the
 MC0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0659.degrees latitude (g = 980.6199 gals.).
 MC0659
 MC0659.The modeled gravity was interpolated from observed gravity values.
 MC0659
 MC0659;                    North         East    Units  Estimated Accuracy
 MC0659;SPC OH N     -   160,750.      475,360.      MT  (+/- 180 meters Scaled)
 MC0659
 MC0659                          SUPERSEDED SURVEY CONTROL
 MC0659
 MC0659  NGVD 29 (??/??/92)  228.870  (m)          750.88   (f) ADJ UNCH    1 1
 MC0659
 MC0659.Superseded values are not recommended for survey control.
 MC0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0659.See file dsdata.txt to determine how the superseded data were derived.
 MC0659
 MC0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF494546(NAD 83)
 MC0659_MARKER: DB = BENCH MARK DISK
 MC0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0659_STAMPING: C 8 1930 750.884
 MC0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0659+STABILITY: SURFACE MOTION
 MC0659
 MC0659  HISTORY     - Date     Condition        Report By
 MC0659  HISTORY     - 1930     MONUMENTED       CGS
 MC0659  HISTORY     - 1968     GOOD             NGS
 MC0659  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MC0659
 MC0659                          STATION DESCRIPTION
 MC0659
 MC0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0659'AT LEIPSIC.
 MC0659'AT LEIPSIC, ABOUT 0.25 MILE WEST ALONG THE NORFOLK AND WESTERN
 MC0659'RAILWAY FROM THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD,
 MC0659'0.5 MILE EAST OF THE CROSSING OF THE DETROIT, TOLEDO AND IRONTON
 MC0659'RAILROAD, AT THE CROSSING OF COMMERCIAL STREET, 54 FEET SOUTHEAST
 MC0659'OF THE CENTER OF THE CROSSING OF THE STREET AND THE MAIN TRACK,
 MC0659'36 FEET SOUTH OF AND ACROSS A SIDE TRACK FROM THE SOUTH RAIL OF
 MC0659'THE MAIN TRACK, 38 FEET EAST OF THE CENTER LINE OF COMMERCIAL
 MC0659'STREET, 14 FEET NORTHEAST OF THE WEST END OF A FENCE, 1.2 FEET
 MC0659'NORTH OF THE RAILWAY RIGHT-OF-WAY FENCE LINE, 2 FEET EAST OF A
 MC0659'METAL WITNESS POST, 4 1/2 FEET BELOW THE LEVEL OF THE TRACK
 MC0659'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MC0659'SEC 30, T 2N, R 8E.
 MC0659
 MC0659                          STATION RECOVERY (1992)
 MC0659
 MC0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0659'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1915 ***********************************************************************
 HY1915  DESIGNATION -  C 80
 HY1915  PID         -  HY1915
 HY1915  STATE/COUNTY-  OH/ADAMS
 HY1915  USGS QUAD   -  WEST UNION (1979)
 HY1915
 HY1915                         *CURRENT SURVEY CONTROL
 HY1915  ___________________________________________________________________
 HY1915* NAD 83(1986)-  38 48 42.     (N)    083 36 34.     (W)     SCALED    
 HY1915* NAVD 88     -       281.348  (meters)     923.06   (feet)  ADJUSTED  
 HY1915  ___________________________________________________________________
 HY1915  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HY1915  DYNAMIC HT  -         281.166 (meters)     922.46  (feet)  COMP
 HY1915  MODELED GRAV-     979,975.3   (mgal)                       NAVD 88
 HY1915
 HY1915  VERT ORDER  -  SECOND    CLASS 0
 HY1915
 HY1915.The horizontal coordinates were scaled from a topographic map and have
 HY1915.an estimated accuracy of +/- 6 seconds.
 HY1915
 HY1915.The orthometric height was determined by differential leveling
 HY1915.and adjusted by the National Geodetic Survey in June 1991..
 HY1915
 HY1915.The geoid height was determined by GEOID03.
 HY1915
 HY1915.The dynamic height is computed by dividing the NAVD 88
 HY1915.geopotential number by the normal gravity value computed on the
 HY1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1915.degrees latitude (g = 980.6199 gals.).
 HY1915
 HY1915.The modeled gravity was interpolated from observed gravity values.
 HY1915
 HY1915;                    North         East    Units  Estimated Accuracy
 HY1915;SPC OH S     -    90,700.      503,640.      MT  (+/- 180 meters Scaled)
 HY1915
 HY1915                          SUPERSEDED SURVEY CONTROL
 HY1915
 HY1915  NGVD 29 (??/??/92)  281.546  (m)          923.71   (f) ADJ UNCH    2 0
 HY1915
 HY1915.Superseded values are not recommended for survey control.
 HY1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1915.See file dsdata.txt to determine how the superseded data were derived.
 HY1915
 HY1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC734991(NAD 83)
 HY1915_MARKER: DD = SURVEY DISK
 HY1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1915_STAMPING: C 80 1935
 HY1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1915+STABILITY: SURFACE MOTION
 HY1915
 HY1915  HISTORY     - Date     Condition        Report By
 HY1915  HISTORY     - 1935     MONUMENTED       OHGS
 HY1915  HISTORY     - 1935     GOOD             NGS
 HY1915
 HY1915                          STATION DESCRIPTION
 HY1915
 HY1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1915'4.2 MI W FROM WEST UNION.
 HY1915'4.2 MILES WEST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 HY1915'WEST UNION, ADAMS COUNTY, 0.2 MILE WEST OF THE INTERSECTION OF
 HY1915'STATE HIGHWAY 136, 40 FEET EAST OF A POLE, 23 FEET NORTH OF THE
 HY1915'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE ROAD.  A STATE
 HY1915'SURVEY STANDARD DISK, STAMPED C 80 1935 AND SET IN THE TOP OF A
 HY1915'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1521 ***********************************************************************
 KY1521  DESIGNATION -  C=784
 KY1521  PID         -  KY1521
 KY1521  STATE/COUNTY-  OH/GUERNSEY
 KY1521  USGS QUAD   -  CAMBRIDGE (1994)
 KY1521
 KY1521                         *CURRENT SURVEY CONTROL
 KY1521  ___________________________________________________________________
 KY1521* NAD 83(1986)-  40 06 19.     (N)    081 34 14.     (W)     SCALED    
 KY1521* NAVD 88     -       238.688  (meters)     783.10   (feet)  ADJUSTED  
 KY1521  ___________________________________________________________________
 KY1521  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KY1521  DYNAMIC HT  -         238.560 (meters)     782.68  (feet)  COMP
 KY1521  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 KY1521
 KY1521  VERT ORDER  -  FIRST     CLASS II
 KY1521
 KY1521.The horizontal coordinates were scaled from a topographic map and have
 KY1521.an estimated accuracy of +/- 6 seconds.
 KY1521
 KY1521.The orthometric height was determined by differential leveling
 KY1521.and adjusted by the National Geodetic Survey in June 1991..
 KY1521
 KY1521.The geoid height was determined by GEOID03.
 KY1521
 KY1521.The dynamic height is computed by dividing the NAVD 88
 KY1521.geopotential number by the normal gravity value computed on the
 KY1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1521.degrees latitude (g = 980.6199 gals.).
 KY1521
 KY1521.The modeled gravity was interpolated from observed gravity values.
 KY1521
 KY1521;                    North         East    Units  Estimated Accuracy
 KY1521;SPC OH S     -   234,130.      679,250.      MT  (+/- 180 meters Scaled)
 KY1521
 KY1521                          SUPERSEDED SURVEY CONTROL
 KY1521
 KY1521  NGVD 29 (??/??/92)  238.905  (m)          783.81   (f) ADJ UNCH    1 2
 KY1521
 KY1521.Superseded values are not recommended for survey control.
 KY1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1521.See file dsdata.txt to determine how the superseded data were derived.
 KY1521
 KY1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME513395(NAD 83)
 KY1521_MARKER: P = PIPE CAP
 KY1521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY1521_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KY1521_STAMPING: 784
 KY1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1521
 KY1521  HISTORY     - Date     Condition        Report By
 KY1521  HISTORY     - UNK      MONUMENTED       USGS
 KY1521  HISTORY     - 1954     GOOD             NGS
 KY1521
 KY1521                          STATION DESCRIPTION
 KY1521
 KY1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1521'6.4 MI N FROM CAMBRIDGE.
 KY1521'6.45 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE BALTIMORE
 KY1521'AND OHIO RAILROAD STATION AT CAMBRIDGE, ABOUT 0.3 MILE NORTH OF
 KY1521'MILE POST 64, AT THE CROSSING OF LIBERTY TOWNSHIP ROAD NO. 215
 KY1521'AT TYNER, 21.8 FEET NORTHWEST AND ACROSS ROAD FROM THE NORTHWEST
 KY1521'RAIL, 30 FEET NORTH-NORTHWEST OF CENTER OF CROSSING OF ROAD AND
 KY1521'TRACK, 35 FEET SOUTH OF POWER POLE NO. 7, 20 FEET SOUTH OF A FENCE
 KY1521'CORNER, 3 FEET NORTH OF A STEEL RAILROAD CROSSING WARNING POST,
 KY1521'13 FEET WEST OF CENTER LINE OF ROAD, IN WEST EDGE OF SHOULDER OF
 KY1521'ROAD, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2
 KY1521'FEET BELOW LEVEL OF CROSSING AND IS ABOUT 1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1125 ***********************************************************************
 KY1125  DESIGNATION -  CA 1
 KY1125  PID         -  KY1125
 KY1125  STATE/COUNTY-  OH/MAHONING
 KY1125  USGS QUAD   -  SALEM (1994)
 KY1125
 KY1125                         *CURRENT SURVEY CONTROL
 KY1125  ___________________________________________________________________
 KY1125* NAD 83(1986)-  40 59 19.     (N)    080 47 50.     (W)     SCALED    
 KY1125* NAVD 88     -       362.861  (meters)    1190.49   (feet)  ADJUSTED  
 KY1125  ___________________________________________________________________
 KY1125  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY1125  DYNAMIC HT  -         362.691 (meters)    1189.93  (feet)  COMP
 KY1125  MODELED GRAV-     980,146.2   (mgal)                       NAVD 88
 KY1125
 KY1125  VERT ORDER  -  SECOND    CLASS 0
 KY1125
 KY1125.The horizontal coordinates were scaled from a topographic map and have
 KY1125.an estimated accuracy of +/- 6 seconds.
 KY1125
 KY1125.The orthometric height was determined by differential leveling
 KY1125.and adjusted by the National Geodetic Survey in June 1991..
 KY1125
 KY1125.The geoid height was determined by GEOID03.
 KY1125
 KY1125.The dynamic height is computed by dividing the NAVD 88
 KY1125.geopotential number by the normal gravity value computed on the
 KY1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1125.degrees latitude (g = 980.6199 gals.).
 KY1125
 KY1125.The modeled gravity was interpolated from observed gravity values.
 KY1125
 KY1125;                    North         East    Units  Estimated Accuracy
 KY1125;SPC OH N     -   148,200.      743,270.      MT  (+/- 180 meters Scaled)
 KY1125
 KY1125                          SUPERSEDED SURVEY CONTROL
 KY1125
 KY1125  NGVD 29 (??/??/92)  363.022  (m)         1191.01   (f) ADJ UNCH    2 0
 KY1125
 KY1125.Superseded values are not recommended for survey control.
 KY1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1125.See file dsdata.txt to determine how the superseded data were derived.
 KY1125
 KY1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF170375(NAD 83)
 KY1125_MARKER: DD = SURVEY DISK
 KY1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1125_STAMPING: CA 1
 KY1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1125+STABILITY: SURFACE MOTION
 KY1125
 KY1125  HISTORY     - Date     Condition        Report By
 KY1125  HISTORY     - UNK      MONUMENTED       OH-099
 KY1125  HISTORY     - 1950     GOOD             NGS
 KY1125
 KY1125                          STATION DESCRIPTION
 KY1125
 KY1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1125'4.2 MI W FROM NEW BUFFALO.
 KY1125'ABOUT 4.2 MILES WEST ALONG WESTERN RESERVE ROAD FROM THE CHURCH
 KY1125'AND CEMETERY AT NEW BUFFALO, AT THE INTERSECTION OF THE
 KY1125'CENTERLINE OF THE WESTERN RESERVE ROAD AND THE CENTERLINE OF
 KY1125'STATE ROUTE 62.  A MAHONING COUNTY DISK SET IN THE TOP OF A
 KY1125'PRECAST CONCRETE POST, WHICH IS SET IN A CAST IRON WELL AND
 KY1125'COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.  THE
 KY1125'MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2025 ***********************************************************************
 MB2025  DESIGNATION -  CA 12A
 MB2025  PID         -  MB2025
 MB2025  STATE/COUNTY-  OH/MAHONING
 MB2025  USGS QUAD   -  CANFIELD (1979)
 MB2025
 MB2025                         *CURRENT SURVEY CONTROL
 MB2025  ___________________________________________________________________
 MB2025* NAD 83(1995)-  41 02 31.30345(N)    080 45 38.33031(W)     ADJUSTED  
 MB2025* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 MB2025  ___________________________________________________________________
 MB2025  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 MB2025  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 MB2025
 MB2025  HORZ ORDER  -  THIRD
 MB2025
 MB2025.The horizontal coordinates were established by classical geodetic methods
 MB2025.and adjusted by the National Geodetic Survey in April 1998..
 MB2025
 MB2025.The orthometric height was scaled from a topographic map.
 MB2025
 MB2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2025
 MB2025.The geoid height was determined by GEOID03.
 MB2025
 MB2025;                    North         East     Units Scale Factor Converg.
 MB2025;SPC OH N     -   154,186.475   746,229.183   MT  0.99993924   +1 08 33.6
 MB2025;UTM  17      - 4,543,450.258   520,117.144   MT  0.99960498   +0 09 25.8
 MB2025
 MB2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2025!SPC OH N     -   0.99995013  x   0.99993924  =   0.99988937
 MB2025!UTM  17      -   0.99995013  x   0.99960498  =   0.99955513
 MB2025
 MB2025:                Primary Azimuth Mark                     Grid Az
 MB2025:SPC OH N     -  CANFIELD MUNICIPAL TANK                  184 37 43.2
 MB2025:UTM  17      -  CANFIELD MUNICIPAL TANK                  185 36 51.0
 MB2025
 MB2025|---------------------------------------------------------------------|
 MB2025| PID    Reference Object                     Distance      Geod. Az  |
 MB2025|                                                           dddmmss.s |
 MB2025| MB2023 CANFIELD MUNICIPAL TANK             APPROX. 2.5 KM 1854616.8 |
 MB2025|---------------------------------------------------------------------|
 MB2025
 MB2025                          SUPERSEDED SURVEY CONTROL
 MB2025
 MB2025  NAD 83(1986)-  41 02 31.30829(N)    080 45 38.33398(W) AD(       ) 3
 MB2025  NAD 27      -  41 02 31.09800(N)    080 45 39.05100(W) AD(       ) 3
 MB2025
 MB2025.Superseded values are not recommended for survey control.
 MB2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2025.See file dsdata.txt to determine how the superseded data were derived.
 MB2025
 MB2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2011743450(NAD 83)
 MB2025_MARKER: Z = SEE DESCRIPTION
 MB2025_SETTING: 0 = UNSPECIFIED SETTING
 MB2025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2025
 MB2025  HISTORY     - Date     Condition        Report By
 MB2025  HISTORY     - 1950     MONUMENTED       OH-099
 MB2025  HISTORY     - 20051222 MARK NOT FOUND   GEOCAC
 MB2025
 MB2025                          STATION DESCRIPTION
 MB2025
 MB2025'DESCRIBED BY MAHONING COUNTY OHIO 1950
 MB2025'MAHONING COUNTY ENGINEER RESPONSIBLE FOR DATA
 MB2025'
 MB2025'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF THE CITY OF YOUNGSTOWN
 MB2025'AND ABOUT 1.5 MILES NORTH
 MB2025'OF THE VILLAGE OF CANFIELD.  IT IS LOCATED ON THE CENTERLINE
 MB2025'OF S.R. NO. 46 779.4 FEET SOUTH OF
 MB2025'THE INTERSECTION OF THE CENTERLINE OF S.R. NO. 62
 MB2025'AND THE CENTERLINE OF S.R. NO. 46.
 MB2025'
 MB2025'STATION MARK IS A STANDARD MAHONING COUNTY ALUMINUM DISK SET IN THE
 MB2025'TOP OF A PRECAST CONCRETE
 MB2025'MONUMENT, WHICH IS SET IN A CAST IRON WELL, AND COVERED WITH
 MB2025'A CAST IRON COVER STAMPED WITH A
 MB2025'LARGE M.
 MB2025'
 MB2025'STATION MARK IS ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND IS
 MB2025'STAMPED CA 12A.
 MB2025'
 MB2025'THE PEAK OF THE CANFIELD WATER TANK WAS USED AS AN AZIMUTH.  IT IS
 MB2025'SOUTH AND DISTANT
 MB2025'ABOUT 1.5 MILES FROM THE STATION MARK.
 MB2025
 MB2025                          STATION RECOVERY (2005)
 MB2025
 MB2025'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 MB2025'THE DESCRIBED LOCATION IS COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1129 ***********************************************************************
 KY1129  DESIGNATION -  CA 20
 KY1129  PID         -  KY1129
 KY1129  STATE/COUNTY-  OH/MAHONING
 KY1129  USGS QUAD   -  COLUMBIANA (1994)
 KY1129
 KY1129                         *CURRENT SURVEY CONTROL
 KY1129  ___________________________________________________________________
 KY1129* NAD 83(1986)-  40 59 17.     (N)    080 44 13.     (W)     SCALED    
 KY1129* NAVD 88     -       341.867  (meters)    1121.61   (feet)  ADJUSTED  
 KY1129  ___________________________________________________________________
 KY1129  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY1129  DYNAMIC HT  -         341.706 (meters)    1121.08  (feet)  COMP
 KY1129  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 KY1129
 KY1129  VERT ORDER  -  SECOND    CLASS 0
 KY1129
 KY1129.The horizontal coordinates were scaled from a topographic map and have
 KY1129.an estimated accuracy of +/- 6 seconds.
 KY1129
 KY1129.The orthometric height was determined by differential leveling
 KY1129.and adjusted by the National Geodetic Survey in June 1991..
 KY1129
 KY1129.The geoid height was determined by GEOID03.
 KY1129
 KY1129.The dynamic height is computed by dividing the NAVD 88
 KY1129.geopotential number by the normal gravity value computed on the
 KY1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1129.degrees latitude (g = 980.6199 gals.).
 KY1129
 KY1129.The modeled gravity was interpolated from observed gravity values.
 KY1129
 KY1129;                    North         East    Units  Estimated Accuracy
 KY1129;SPC OH N     -   148,230.      748,340.      MT  (+/- 180 meters Scaled)
 KY1129
 KY1129                          SUPERSEDED SURVEY CONTROL
 KY1129
 KY1129  NGVD 29 (??/??/92)  342.029  (m)         1122.14   (f) ADJ UNCH    2 0
 KY1129
 KY1129.Superseded values are not recommended for survey control.
 KY1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1129.See file dsdata.txt to determine how the superseded data were derived.
 KY1129
 KY1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF221374(NAD 83)
 KY1129_MARKER: DD = SURVEY DISK
 KY1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1129_STAMPING: CA 20
 KY1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1129+STABILITY: SURFACE MOTION
 KY1129
 KY1129  HISTORY     - Date     Condition        Report By
 KY1129  HISTORY     - UNK      MONUMENTED       OH-099
 KY1129  HISTORY     - 1950     GOOD             NGS
 KY1129
 KY1129                          STATION DESCRIPTION
 KY1129
 KY1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1129'1 MI W FROM NEW BUFFALO.
 KY1129'ABOUT 0.95 MILE WEST ALONG WESTERN RESERVE ROAD FROM THE CHURCH
 KY1129'AND CEMETERY AT NEW BUFFALO, AT THE INTERSECTION OF THE
 KY1129'CENTERLINE OF WESTERN RESERVE ROAD AND THE CENTERLINE OF RACCOON
 KY1129'ROAD.  A MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST
 KY1129'CONCRETE POST, WHICH IS SET IN A CAST IRON WELL AND COVERED WITH
 KY1129'A CAST IRON COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT
 KY1129'8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2006 ***********************************************************************
 MB2006  DESIGNATION -  CA 29A
 MB2006  PID         -  MB2006
 MB2006  STATE/COUNTY-  OH/MAHONING
 MB2006  USGS QUAD   -  YOUNGSTOWN (1994)
 MB2006
 MB2006                         *CURRENT SURVEY CONTROL
 MB2006  ___________________________________________________________________
 MB2006* NAD 83(1995)-  41 03 12.96622(N)    080 43 27.36569(W)     ADJUSTED  
 MB2006* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 MB2006  ___________________________________________________________________
 MB2006  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 MB2006  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 MB2006
 MB2006  HORZ ORDER  -  THIRD
 MB2006
 MB2006.The horizontal coordinates were established by classical geodetic methods
 MB2006.and adjusted by the National Geodetic Survey in April 1998..
 MB2006
 MB2006.The orthometric height was scaled from a topographic map.
 MB2006
 MB2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2006
 MB2006.The geoid height was determined by GEOID03.
 MB2006
 MB2006;                    North         East     Units Scale Factor Converg.
 MB2006;SPC OH N     -   155,533.000   749,261.025   MT  0.99993917   +1 09 59.6
 MB2006;UTM  17      - 4,544,744.007   523,170.678   MT  0.99960661   +0 10 51.9
 MB2006
 MB2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2006!SPC OH N     -   0.99995108  x   0.99993917  =   0.99989025
 MB2006!UTM  17      -   0.99995108  x   0.99960661  =   0.99955771
 MB2006
 MB2006:                Primary Azimuth Mark                     Grid Az
 MB2006:SPC OH N     -  MAHONING CO TB SANATORIUM TANK           310 53 25.4
 MB2006:UTM  17      -  MAHONING CO TB SANATORIUM TANK           311 52 33.1
 MB2006
 MB2006|---------------------------------------------------------------------|
 MB2006| PID    Reference Object                     Distance      Geod. Az  |
 MB2006|                                                           dddmmss.s |
 MB2006| MB2014 MAHONING CO TB SANATORIUM TANK      APPROX. 2.7 KM 3120325.0 |
 MB2006|---------------------------------------------------------------------|
 MB2006
 MB2006                          SUPERSEDED SURVEY CONTROL
 MB2006
 MB2006  NAD 83(1986)-  41 03 12.97115(N)    080 43 27.36946(W) AD(       ) 3
 MB2006  NAD 27      -  41 03 12.76200(N)    080 43 28.09200(W) AD(       ) 3
 MB2006
 MB2006.Superseded values are not recommended for survey control.
 MB2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2006.See file dsdata.txt to determine how the superseded data were derived.
 MB2006
 MB2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2317144744(NAD 83)
 MB2006_MARKER: Z = SEE DESCRIPTION
 MB2006_SETTING: 0 = UNSPECIFIED SETTING
 MB2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2006
 MB2006  HISTORY     - Date     Condition        Report By
 MB2006  HISTORY     - 1950     MONUMENTED       OH-099
 MB2006  HISTORY     - 20051222 MARK NOT FOUND   GEOCAC
 MB2006
 MB2006                          STATION DESCRIPTION
 MB2006
 MB2006'DESCRIBED BY MAHONING COUNTY OHIO 1950
 MB2006'MAHONING COUNTY ENGINEER RESPONSIBLE FOR DATA
 MB2006'
 MB2006'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF THE CITY OF YOUNGSTOWN,
 MB2006'AND ABOUT 3 MILES NORTHEAST
 MB2006'OF THE VILLAGE OF CANFIELD.  IT IS ON THE CENTERLINE OF MESSERLY
 MB2006'ROAD 1071.0 FEET SOUTH OF THE
 MB2006'INTERSECTION OF THE CENTERLINE OF U.S. NO. 62
 MB2006'AND THE CENTERLINE OF MESSERLY ROAD.  STATION
 MB2006'MARK IS A STANDARD MAHONING COUNTY
 MB2006'ALUMINUM DISK SET IN THE TOP OF A PRECAST CONCRETE CONCRETE
 MB2006'MONUMENT, WHICH IS SET IN A CAST
 MB2006'IRON WELL AND COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.
 MB2006'STATION MARK IS ONE (1)
 MB2006'FOOT BELOW THE SURFACE OF THE HIGHWAY AND IS STAMPED
 MB2006'CA 29A.
 MB2006'
 MB2006'THE PEAK OF THE SANATORIUM WATER TANK WAS USED AS AN AZIMUTH.  IT IS
 MB2006'NORTHWEST FROM THE STATION
 MB2006'AND DISTANT 1.8 MILES.
 MB2006
 MB2006                          STATION RECOVERY (2005)
 MB2006
 MB2006'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 MB2006'THE DESCRIBED LOCATION IS COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0760 ***********************************************************************
 MB0760  DESIGNATION -  CA 33
 MB0760  PID         -  MB0760
 MB0760  STATE/COUNTY-  OH/MAHONING
 MB0760  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0760
 MB0760                         *CURRENT SURVEY CONTROL
 MB0760  ___________________________________________________________________
 MB0760* NAD 83(1986)-  41 01 29.     (N)    080 42 40.     (W)     SCALED    
 MB0760* NAVD 88     -       310.537  (meters)    1018.82   (feet)  ADJUSTED  
 MB0760  ___________________________________________________________________
 MB0760  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB0760  DYNAMIC HT  -         310.391 (meters)    1018.34  (feet)  COMP
 MB0760  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 MB0760
 MB0760  VERT ORDER  -  SECOND    CLASS 0
 MB0760
 MB0760.The horizontal coordinates were scaled from a topographic map and have
 MB0760.an estimated accuracy of +/- 6 seconds.
 MB0760
 MB0760.The orthometric height was determined by differential leveling
 MB0760.and adjusted by the National Geodetic Survey in June 1991..
 MB0760
 MB0760.The geoid height was determined by GEOID03.
 MB0760
 MB0760.The dynamic height is computed by dividing the NAVD 88
 MB0760.geopotential number by the normal gravity value computed on the
 MB0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0760.degrees latitude (g = 980.6199 gals.).
 MB0760
 MB0760.The modeled gravity was interpolated from observed gravity values.
 MB0760
 MB0760;                    North         East    Units  Estimated Accuracy
 MB0760;SPC OH N     -   152,350.      750,430.      MT  (+/- 180 meters Scaled)
 MB0760
 MB0760                          SUPERSEDED SURVEY CONTROL
 MB0760
 MB0760  NGVD 29 (??/??/92)  310.704  (m)         1019.37   (f) ADJ UNCH    2 0
 MB0760
 MB0760.Superseded values are not recommended for survey control.
 MB0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0760.See file dsdata.txt to determine how the superseded data were derived.
 MB0760
 MB0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF242415(NAD 83)
 MB0760_MARKER: DD = SURVEY DISK
 MB0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0760_STAMPING: CA 33
 MB0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0760+STABILITY: SURFACE MOTION
 MB0760
 MB0760  HISTORY     - Date     Condition        Report By
 MB0760  HISTORY     - UNK      MONUMENTED       OH-099
 MB0760  HISTORY     - 1950     GOOD             NGS
 MB0760
 MB0760                          STATION DESCRIPTION
 MB0760
 MB0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0760'2.5 MI S FROM CORNERSBURG.
 MB0760'ABOUT 2.5 MILES SOUTH ALONG TIPPECANOE ROAD FROM THE ZION
 MB0760'LUTHERAN CHURCH, AT THE INTERSECTION OF THE CENTERLINE OF U.S.
 MB0760'224 AND THE CENTERLINE OF TIPPECANOE ROAD.  A MAHONING COUNTY
 MB0760'DISK SET IN THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET
 MB0760'IN A CAST IRON WELL AND COVERED WITH A CAST IRON COVER
 MB0760'STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW THE
 MB0760'SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0757 ***********************************************************************
 MB0757  DESIGNATION -  CA 34
 MB0757  PID         -  MB0757
 MB0757  STATE/COUNTY-  OH/MAHONING
 MB0757  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0757
 MB0757                         *CURRENT SURVEY CONTROL
 MB0757  ___________________________________________________________________
 MB0757* NAD 83(1986)-  41 00 25.     (N)    080 42 41.     (W)     SCALED    
 MB0757* NAVD 88     -       327.405  (meters)    1074.16   (feet)  ADJUSTED  
 MB0757  ___________________________________________________________________
 MB0757  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0757  DYNAMIC HT  -         327.251 (meters)    1073.66  (feet)  COMP
 MB0757  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 MB0757
 MB0757  VERT ORDER  -  SECOND    CLASS 0
 MB0757
 MB0757.The horizontal coordinates were scaled from a topographic map and have
 MB0757.an estimated accuracy of +/- 6 seconds.
 MB0757
 MB0757.The orthometric height was determined by differential leveling
 MB0757.and adjusted by the National Geodetic Survey in June 1991..
 MB0757
 MB0757.The geoid height was determined by GEOID03.
 MB0757
 MB0757.The dynamic height is computed by dividing the NAVD 88
 MB0757.geopotential number by the normal gravity value computed on the
 MB0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0757.degrees latitude (g = 980.6199 gals.).
 MB0757
 MB0757.The modeled gravity was interpolated from observed gravity values.
 MB0757
 MB0757;                    North         East    Units  Estimated Accuracy
 MB0757;SPC OH N     -   150,380.      750,450.      MT  (+/- 180 meters Scaled)
 MB0757
 MB0757                          SUPERSEDED SURVEY CONTROL
 MB0757
 MB0757  NGVD 29 (??/??/92)  327.569  (m)         1074.70   (f) ADJ UNCH    2 0
 MB0757
 MB0757.Superseded values are not recommended for survey control.
 MB0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0757.See file dsdata.txt to determine how the superseded data were derived.
 MB0757
 MB0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF242395(NAD 83)
 MB0757_MARKER: DD = SURVEY DISK
 MB0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0757_STAMPING: CA 34
 MB0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0757+STABILITY: SURFACE MOTION
 MB0757
 MB0757  HISTORY     - Date     Condition        Report By
 MB0757  HISTORY     - UNK      MONUMENTED       OH-099
 MB0757  HISTORY     - 1950     GOOD             NGS
 MB0757
 MB0757                          STATION DESCRIPTION
 MB0757
 MB0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0757'4 MI S FROM CORNERSBURG.
 MB0757'ABOUT 4.0 MILES SOUTH ALONG TIPPENCANOE ROAD FROM THE ZION
 MB0757'LUTHERAN CHURCH AT CORNERSBURG, AT THE JUNCTION OF THE CENTERLINE
 MB0757'OF TIPPENCANOE ROAD AND THE CENTERLINE OF LEFFINGWELL ROAD.  A
 MB0757'MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST CONCRETE POST,
 MB0757'WHICH IS SET IN A CAST IRON WELL AND COVERED WITH A CAST IRON
 MB0757'COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES
 MB0757'BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2026 ***********************************************************************
 MB2026  DESIGNATION -  CA 6A
 MB2026  PID         -  MB2026
 MB2026  STATE/COUNTY-  OH/MAHONING
 MB2026  USGS QUAD   -  CANFIELD (1979)
 MB2026
 MB2026                         *CURRENT SURVEY CONTROL
 MB2026  ___________________________________________________________________
 MB2026* NAD 83(1995)-  41 02 04.03565(N)    080 47 37.08516(W)     ADJUSTED  
 MB2026* NAVD 88     -       345.     (meters)    1132.     (feet)  SCALED    
 MB2026  ___________________________________________________________________
 MB2026  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 MB2026  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB2026
 MB2026  HORZ ORDER  -  THIRD
 MB2026
 MB2026.The horizontal coordinates were established by classical geodetic methods
 MB2026.and adjusted by the National Geodetic Survey in April 1998..
 MB2026
 MB2026.The orthometric height was scaled from a topographic map.
 MB2026
 MB2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2026
 MB2026.The geoid height was determined by GEOID03.
 MB2026
 MB2026;                    North         East     Units Scale Factor Converg.
 MB2026;SPC OH N     -   153,290.731   743,472.706   MT  0.99993931   +1 07 15.6
 MB2026;UTM  17      - 4,542,602.342   517,346.596   MT  0.99960370   +0 08 07.7
 MB2026
 MB2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2026!SPC OH N     -   0.99995123  x   0.99993931  =   0.99989054
 MB2026!UTM  17      -   0.99995123  x   0.99960370  =   0.99955494
 MB2026
 MB2026:                Primary Azimuth Mark                     Grid Az
 MB2026:SPC OH N     -  CANFIELD MUNICIPAL TANK                  122 07 42.8
 MB2026:UTM  17      -  CANFIELD MUNICIPAL TANK                  123 06 50.7
 MB2026
 MB2026|---------------------------------------------------------------------|
 MB2026| PID    Reference Object                     Distance      Geod. Az  |
 MB2026|                                                           dddmmss.s |
 MB2026| MB2023 CANFIELD MUNICIPAL TANK             APPROX. 3.0 KM 1231458.4 |
 MB2026|---------------------------------------------------------------------|
 MB2026
 MB2026                          SUPERSEDED SURVEY CONTROL
 MB2026
 MB2026  NAD 83(1986)-  41 02 04.04070(N)    080 47 37.08882(W) AD(       ) 3
 MB2026  NAD 27      -  41 02 03.83200(N)    080 47 37.80300(W) AD(       ) 3
 MB2026
 MB2026.Superseded values are not recommended for survey control.
 MB2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2026.See file dsdata.txt to determine how the superseded data were derived.
 MB2026
 MB2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1734742602(NAD 83)
 MB2026_MARKER: Z = SEE DESCRIPTION
 MB2026_SETTING: 0 = UNSPECIFIED SETTING
 MB2026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2026
 MB2026  HISTORY     - Date     Condition        Report By
 MB2026  HISTORY     - 1950     MONUMENTED       OH-099
 MB2026  HISTORY     - 19960822 GOOD             USPSQD
 MB2026  HISTORY     - 20051222 MARK NOT FOUND   GEOCAC
 MB2026
 MB2026                          STATION DESCRIPTION
 MB2026
 MB2026'DESCRIBED BY MAHONING COUNTY OHIO 1950
 MB2026'MAHONING COUNTY ENGINEER RESPONSIBLE FOR DATA
 MB2026'
 MB2026'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF THE VILLAGE OF
 MB2026'CANFIELD, AND ABOUT 3
 MB2026'MILES SOUTH OF MEANDER RESERVOIR.  IT IS ON THE CENTERLINE OF THE
 MB2026'CANFIELD-PALMYRA ROAD
 MB2026'1030.0 FEET FROM THE JUNCTION OF THE CENTERLINE OF
 MB2026'CANFIELD-PALMYRA ROAD AND THE CENTERLINE
 MB2026'OF TURNER ROAD.  STATION MARK IS
 MB2026'A STANDARD MAHONING COUNTY ALUMINUM DISK SET IN THE TOP OF
 MB2026'A PRECAST CONCRETE
 MB2026'MONUMENT, WHICH IS SET IN A CAST IRON WELL AND COVERED WITH A CAST
 MB2026'IRON COVER STAMPED
 MB2026'WITH A LARGE M.
 MB2026'
 MB2026'STATION MARK IS ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND IS
 MB2026'STAMPED CA6A.
 MB2026'
 MB2026'THE PEAK OF THE CANFIELD WATER TANK WAS USED AS AN AZIMUTH.  IT IS
 MB2026'SOUTHEAST FROM THE
 MB2026'STATION AND DISTANT ABOUT 2 MILES.
 MB2026
 MB2026                          STATION RECOVERY (1996)
 MB2026
 MB2026'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2026'RECOVERED IN GOOD CONDITION.
 MB2026
 MB2026                          STATION RECOVERY (2005)
 MB2026
 MB2026'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 MB2026'THE LOCATION DESCRIBED IS COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2079 ***********************************************************************
 KZ2079  DESIGNATION -  CABLE ATT MICROWAVE
 KZ2079  PID         -  KZ2079
 KZ2079  STATE/COUNTY-  OH/CHAMPAIGN
 KZ2079  USGS QUAD   -  KINGSCREEK (1980)
 KZ2079
 KZ2079                         *CURRENT SURVEY CONTROL
 KZ2079  ___________________________________________________________________
 KZ2079* NAD 83(1995)-  40 09 12.46972(N)    083 38 55.14997(W)     ADJUSTED  
 KZ2079* NAVD 88     -                                                        
 KZ2079  ___________________________________________________________________
 KZ2079  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 KZ2079  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KZ2079
 KZ2079  HORZ ORDER  -  THIRD
 KZ2079
 KZ2079.The horizontal coordinates were established by classical geodetic methods
 KZ2079.and adjusted by the National Geodetic Survey in April 1998..
 KZ2079
 KZ2079
 KZ2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2079
 KZ2079.The geoid height was determined by GEOID03.
 KZ2079
 KZ2079;                    North         East     Units Scale Factor Converg.
 KZ2079;SPC OH S     -   239,695.575   502,132.142   MT  1.00002598   -0 43 43.8
 KZ2079;SPC OH N     -    54,702.810   502,128.477   MT  1.00006537   -0 45 16.6
 KZ2079;UTM  17      - 4,448,154.154   274,405.047   MT  1.00022655   -1 42 31.2
 KZ2079
 KZ2079                          SUPERSEDED SURVEY CONTROL
 KZ2079
 KZ2079  NAD 83(1986)-  40 09 12.47874(N)    083 38 55.15809(W) AD(       ) 4
 KZ2079  NAD 27      -  40 09 12.27031(N)    083 38 55.41768(W) AD(       ) 3
 KZ2079
 KZ2079.Superseded values are not recommended for survey control.
 KZ2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2079.See file dsdata.txt to determine how the superseded data were derived.
 KZ2079
 KZ2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE7440548154(NAD 83)
 KZ2079_MARKER: 45 = MICROWAVE TOWER
 KZ2079
 KZ2079  HISTORY     - Date     Condition        Report By
 KZ2079  HISTORY     - 1969     FIRST OBSERVED   DMA
 KZ2079
 KZ2079                          STATION DESCRIPTION
 KZ2079
 KZ2079'DESCRIBED BY DEFENSE MAP AGENCY 1969 (WOK)
 KZ2079'STATION IS LOCATED IN A 400 X 400 FOOT FENCED AREA WITH CULTIVATED
 KZ2079'FIELDS ON THE WEST, NORTH AND EAST SIDES, ABOUT 1-1/2 MILES
 KZ2079'SOUTHWEST OF CABLE, 1.85 MILES EAST OF THE NORTH JUNCTION OF STATE
 KZ2079'HIGHWAYS 296 AND 714 AND ABOUT 250 FEET NORTH OF THE APPROXIMATE
 KZ2079'CENTER OF AN EAST-WEST SURFACED ROAD.
 KZ2079'
 KZ2079'A 4-STEEL CHANNEL LEGGED STRUCTURE, PAINTED RED-WHITE ALTERNATE
 KZ2079'SECTIONS, ABOUT 230 FEET IN HEIGHT WITH 4-VOICE MIRRORS AND RED
 KZ2079'LIGHT MOUNTED AT TOP.
 KZ2079'
 KZ2079'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3525 ***********************************************************************
 KY3525  CBN         -  This is a Cooperative Base Network Control Station.
 KY3525  PACS        -  This is a Primary Airport Control Station.
 KY3525  DESIGNATION -  CADIZ
 KY3525  PID         -  KY3525
 KY3525  STATE/COUNTY-  OH/HARRISON
 KY3525  USGS QUAD   -  FLUSHING (1994)
 KY3525
 KY3525                         *CURRENT SURVEY CONTROL
 KY3525  ___________________________________________________________________
 KY3525* NAD 83(1995)-  40 14 16.74840(N)    081 00 45.09177(W)     ADJUSTED  
 KY3525* NAVD 88     -       345.84   (meters)    1134.6    (feet)  GPS OBS   
 KY3525  ___________________________________________________________________
 KY3525  X           -     761,708.797 (meters)                     COMP
 KY3525  Y           -  -4,816,053.974 (meters)                     COMP
 KY3525  Z           -   4,098,394.646 (meters)                     COMP
 KY3525  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 KY3525  ELLIP HEIGHT-         311.99  (meters)          (03/08/05) GPS OBS
 KY3525  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY3525
 KY3525  HORZ ORDER  -  B
 KY3525  ELLP ORDER  -  FOURTH    CLASS II
 KY3525
 KY3525.This mark is at Harrison County Airport (8G6)
 KY3525
 KY3525.The horizontal coordinates were established by GPS observations
 KY3525.and adjusted by the National Geodetic Survey in August 1996..
 KY3525
 KY3525.The orthometric height was determined by GPS observations and a
 KY3525.high-resolution geoid model.
 KY3525
 KY3525.GPS derived orthometric heights for airport stations designated as
 KY3525.PACS or SACS are published to 2 decimal places.  This maintains
 KY3525.centimeter relative accuracy between the PACS and SACS.  It does
 KY3525.not indicate centimeter accuracy relative to other marks which are
 KY3525.part of the NAVD 88 network.
 KY3525
 KY3525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3525
 KY3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3525
 KY3525.The ellipsoidal height was determined by GPS observations
 KY3525.and is referenced to NAD 83.
 KY3525
 KY3525.The geoid height was determined by GEOID03.
 KY3525
 KY3525;                    North         East     Units Scale Factor Converg.
 KY3525;SPC OH N     -    64,523.420   726,578.447   MT  1.00004315   +0 58 37.9
 KY3525;UTM  17      - 4,454,171.919   498,934.549   MT  0.99960001   -0 00 29.1
 KY3525
 KY3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3525!SPC OH N     -   0.99995106  x   1.00004315  =   0.99999421
 KY3525!UTM  17      -   0.99995106  x   0.99960001  =   0.99955109
 KY3525
 KY3525:                Primary Azimuth Mark                     Grid Az
 KY3525:SPC OH N     -  8G6 A                                    136 16 59.6
 KY3525:UTM  17      -  8G6 A                                    137 16 06.6
 KY3525
 KY3525|---------------------------------------------------------------------|
 KY3525| PID    Reference Object                     Distance      Geod. Az  |
 KY3525|                                                           dddmmss.s |
 KY3525| AD9976 8G6 A                               APPROX. 0.5 KM 1371537.5 |
 KY3525| KY3528 CADIZ AZ MK                         APPROX. 0.6 KM 3061514.1 |
 KY3525|---------------------------------------------------------------------|
 KY3525
 KY3525                          SUPERSEDED SURVEY CONTROL
 KY3525
 KY3525  ELLIP H (08/20/96)  312.01   (m)                       GP(       ) 4 2
 KY3525  NAD 83(1986)-  40 14 16.75409(N)    081 00 45.10070(W) AD(       ) 3
 KY3525  NAD 27      -  40 14 16.51527(N)    081 00 45.74305(W) AD(       ) 3
 KY3525  NGVD 29 (02/23/89)  346.1    (m)         1135.     (f) GPS OBS        
 KY3525
 KY3525.Superseded values are not recommended for survey control.
 KY3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3525.See file dsdata.txt to determine how the superseded data were derived.
 KY3525
 KY3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME9893554172(NAD 83)
 KY3525_MARKER: DH = HORIZONTAL CONTROL DISK
 KY3525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3525_SP_SET: CONCRETE POST
 KY3525_STAMPING: CADIZ 1986
 KY3525_MARK LOGO: NGS   
 KY3525_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3525+STABILITY: SURFACE MOTION
 KY3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3525+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1995
 KY3525
 KY3525  HISTORY     - Date     Condition        Report By
 KY3525  HISTORY     - 1986     MONUMENTED       NGS
 KY3525  HISTORY     - 19871008 GOOD
 KY3525  HISTORY     - 19950829 GOOD             NGS
 KY3525
 KY3525                          STATION DESCRIPTION
 KY3525
 KY3525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KY3525'THE STATION IS LOCATED AT THE CADIZ - HARRISON COUNTY AIRPORT 2.5 MILE
 KY3525'SOUTH OF CADIZ.  AT THE SOUTHWEST EDGE OF THE RUNWAY AND JUST NORTH
 KY3525'OF THE ADMINISTRATION BUILDING.
 KY3525'STATION MARKS ARE STANDARD DISKS STAMPED --CADIZ 1986--.  THE SURFACE
 KY3525'MARK IS SET IN A 25 CM ( 10 INCH ) DIAMETER FLUSH CONCRETE MONUMENT
 KY3525'AND IS 86.0 METERS (282 FEET) NORTH OF THE EAST CORNER OF THE METAL
 KY3525'HANGER AT THE ADMINISTRATION BUILDING, 47.2 METERS (155 FEET) NORTH
 KY3525'OF TWIN GAS PUMPS, 10.2 METERS (33.5 FEET) NORTHEAST OF THE NORTH-
 KY3525'EAST EDGE OF A TAXIWAY AND 4.9 METERS (16 FEET) SOUTHWEST OF THE
 KY3525'SOUTHWEST EDGE OF THE RUNWAY.  THE UNDERGROUND MARK IS SET 91 CM
 KY3525'(36 INCHES) BELOW GROUND LEVEL.
 KY3525'TYPED BY JAMES MALONEY (/04/87.
 KY3525
 KY3525                          STATION RECOVERY (1987)
 KY3525
 KY3525'RECOVERED 1987
 KY3525'RECOVERED IN GOOD CONDITION.
 KY3525
 KY3525                          STATION RECOVERY (1995)
 KY3525
 KY3525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3525'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTH OF CADIZ AT THE
 KY3525'HARRISON COUNTY AIRPORT.  IN THE GRASS, NEAR THE ROUNDED NORTH CORNER
 KY3525'OF THE GRASS MEDIAN, BETWEEN THE RUNWAY AND TAXI, IN FRONT OF THE
 KY3525'OFFICE.  OWNERSHIP--HARRISON COUNTY, 43000 AIRPORT ROAD, CADIZ, OH.
 KY3525'43907.  AIRPORT MANAGER MICHAEL A.  MIHELARAKIS, PHONE 614-942-8313 OR
 KY3525'614-937-2652.  NOTE--CONTACT 24 HOURS IN ADVANCE.  TO REACH THE
 KY3525'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 250 AND STATE HIGHWAY 9 IN
 KY3525'CADIZ, GO SOUTH 4.58 KM (2.85 MI) ALONG HIGHWAY 9 TO THE AIRPORT
 KY3525'ENTRANCE ROAD ON THE FAR RIGHT.  TURN RIGHT, WESTERLY, 0.96 KM (0.60
 KY3525'MI) ALONG HARRISON COUNTY 38, CROSSING A HAUL ROAD, TO A GATE AND THE
 KY3525'OFFICE ON THE LEFT.  PASS THROUGH GATE 0.04 KM (0.00 MI) ACROSS APRON
 KY3525'TO A RAMP.  TURN RIGHT, NORTHEAST, 0.03 KM (0.00 MI) ACROSS TAXI TO
 KY3525'THE RUNWAY AND THE STATION ON THE RIGHT.  STATION IS 20.3 M (66.6 FT)
 KY3525'SOUTHEAST OF THE RAMP CENTERLINE, 16.3 M (53.5 FT) SOUTHWEST OF THE
 KY3525'RUNWAY CENTERLINE, 14.2 M (46.6 FT) NORTHEAST OF THE TAXI CENTERLINE,
 KY3525'10.5 M (34.4 FT) NORTHWEST OF A RUNWAY LIGHT, 5.3 M (17.4 FT)
 KY3525'SOUTHEAST OF A TAXI LIGHT, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND
 KY3525'THE MONUMENT IS 0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAY AND FLUSH
 KY3525'WITH THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3528 ***********************************************************************
 KY3528  SACS        -  This is a Secondary Airport Control Station.
 KY3528  DESIGNATION -  CADIZ AZ MK
 KY3528  PID         -  KY3528
 KY3528  STATE/COUNTY-  OH/HARRISON
 KY3528  USGS QUAD   -  FLUSHING (1994)
 KY3528
 KY3528                         *CURRENT SURVEY CONTROL
 KY3528  ___________________________________________________________________
 KY3528* NAD 83(1995)-  40 14 28.86286(N)    081 01 06.64969(W)     ADJUSTED  
 KY3528* NAVD 88     -       357.22   (meters)    1172.0    (feet)  GPS OBS   
 KY3528  ___________________________________________________________________
 KY3528  X           -     761,169.111 (meters)                     COMP
 KY3528  Y           -  -4,815,903.714 (meters)                     COMP
 KY3528  Z           -   4,098,687.252 (meters)                     COMP
 KY3528  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 KY3528  ELLIP HEIGHT-         323.38  (meters)          (10/07/05) GPS OBS
 KY3528  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY3528
 KY3528  HORZ ORDER  -  FIRST
 KY3528  ELLP ORDER  -  FOURTH    CLASS II
 KY3528
 KY3528.This mark is at Harrison County Airport (8G6)
 KY3528
 KY3528.The horizontal coordinates were established by GPS observations
 KY3528.and adjusted by the National Geodetic Survey in July 1997..
 KY3528
 KY3528.The orthometric height was determined by GPS observations and a
 KY3528.high-resolution geoid model.
 KY3528
 KY3528.GPS derived orthometric heights for airport stations designated as
 KY3528.PACS or SACS are published to 2 decimal places.  This maintains
 KY3528.centimeter relative accuracy between the PACS and SACS.  It does
 KY3528.not indicate centimeter accuracy relative to other marks which are
 KY3528.part of the NAVD 88 network.
 KY3528
 KY3528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3528
 KY3528.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3528
 KY3528.The ellipsoidal height was determined by GPS observations
 KY3528.and is referenced to NAD 83.
 KY3528
 KY3528.The geoid height was determined by GEOID03.
 KY3528
 KY3528;                    North         East     Units Scale Factor Converg.
 KY3528;SPC OH N     -    64,888.370   726,062.567   MT  1.00004231   +0 58 23.7
 KY3528;UTM  17      - 4,454,545.520   498,425.245   MT  0.99960003   -0 00 43.1
 KY3528
 KY3528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3528!SPC OH N     -   0.99994927  x   1.00004231  =   0.99999158
 KY3528!UTM  17      -   0.99994927  x   0.99960003  =   0.99954932
 KY3528
 KY3528:                Primary Azimuth Mark                     Grid Az
 KY3528:SPC OH N     -  CADIZ                                    125 16 36.5
 KY3528:UTM  17      -  CADIZ                                    126 15 43.3
 KY3528
 KY3528|---------------------------------------------------------------------|
 KY3528| PID    Reference Object                     Distance      Geod. Az  |
 KY3528|                                                           dddmmss.s |
 KY3528| KY3525 CADIZ                               APPROX. 0.6 KM 1261500.2 |
 KY3528|---------------------------------------------------------------------|
 KY3528
 KY3528                          SUPERSEDED SURVEY CONTROL
 KY3528
 KY3528  ELLIP H (07/01/97)  323.40   (m)                       GP(       ) 4 2
 KY3528  NAD 83(1986)-  40 14 28.86869(N)    081 01 06.65863(W) AD(       ) 3
 KY3528  NAD 27      -  40 14 28.63002(N)    081 01 07.30011(W) AD(       ) 3
 KY3528  NGVD 29 (02/23/89)  357.5    (m)         1173.     (f) GPS OBS        
 KY3528
 KY3528.Superseded values are not recommended for survey control.
 KY3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3528.See file dsdata.txt to determine how the superseded data were derived.
 KY3528
 KY3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME9842554546(NAD 83)
 KY3528_MARKER: DZ = AZIMUTH MARK DISK
 KY3528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3528_SP_SET: CONCRETE POST
 KY3528_STAMPING: CADIZ 1986
 KY3528_MARK LOGO: NGS   
 KY3528_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3528+STABILITY: SURFACE MOTION
 KY3528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3528+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1995
 KY3528
 KY3528  HISTORY     - Date     Condition        Report By
 KY3528  HISTORY     - 1986     MONUMENTED       NGS
 KY3528  HISTORY     - 19871008 GOOD
 KY3528  HISTORY     - 19950829 GOOD             NGS
 KY3528
 KY3528                          STATION DESCRIPTION
 KY3528
 KY3528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KY3528'THE STATION IS LOCATED AT THE CADIZ - HARRISON COUNTY AIRPORT 2.5
 KY3528'MILE SOUTH OF CADIZ AT THE SOUTHWEST EDGE OF THE RUNWAY AND JUST
 KY3528'NORTH OF THE ADMINISTRATION BUILDING.
 KY3528'THE AZ MK IS 0.4 MILE NORTHWEST OF THE STATION NEAR THE NORTHWEST END
 KY3528'OF THE RUNWAY.  AZ MK DISKS ARE STAMPED --CADIZ 1986--.  THE SURFACE
 KY3528'MARKED IS SET IN A 25 CM (10 INCH) DIAMETER FLUSH CONCRETE MONUMENT
 KY3528'AND IS 51.1 METERS (167.5 FEET) SOUTHEAST OF THE NORTHWEST END OF THE
 KY3528'RUNWAY, 6.25 METERS (20.5 FEET) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 KY3528'RUNWAY AND 3.5 METERS (11.5 FEET) SOUTHEAST OF THE SOUTHEAST EDGE
 KY3528'OF A PAVED TURN AROUND.  THE UNDERGROUND MARK IS SET 91 CM (36 INCHES)
 KY3528'BELOW GROUND LEVEL.
 KY3528'TYPED BY JAMES MALONEY 9/04/87.
 KY3528
 KY3528                          STATION RECOVERY (1987)
 KY3528
 KY3528'RECOVERED 1987
 KY3528'RECOVERED IN GOOD CONDITION.
 KY3528
 KY3528                          STATION RECOVERY (1995)
 KY3528
 KY3528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3528'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTH OF CADIZ AT THE
 KY3528'HARRISON COUNTY AIRPORT.  IN THE GRASS, NEAR THE ROUNDED NORTH CORNER
 KY3528'OF THE GRASS MEDIAN, NEAR THE NORTHWEST END OF THE RUNWAY, BETWEEN THE
 KY3528'RUNWAY AND TAXI.  OWNERSHIP--HARRISON COUNTY, 43000 AIRPORT ROAD,
 KY3528'CADIZ, OH.  43907.  AIRPORT MANAGER MICHAEL A.  MIHELARAKIS, PHONE
 KY3528'614-942-8313 OR 614-937-2652.  NOTE--CONTACT 24 HOURS IN ADVANCE.
 KY3528'NOTE--THIS STATION WAS SELECTED AS A (SACS) .  TO REACH THE STATION
 KY3528'FROM THE JUNCTION OF U.S.  HIGHWAY 250 AND STATE HIGHWAY 9 IN CADIZ,
 KY3528'GO SOUTH 4.58 KM (2.85 MI) ALONG HIGHWAY 9 TO THE AIRPORT ENTRANCE
 KY3528'ROAD ON THE FAR RIGHT.  TURN RIGHT, WESTERLY, 0.96 KM (0.60 MI) ALONG
 KY3528'HARRISON COUNTY 38, CROSSING A HAUL ROAD, TO A GATE AND THE OFFICE ON
 KY3528'THE LEFT.  PASS THROUGH GATE 0.04 KM (0.00 MI) ACROSS APRON TO A RAMP.
 KY3528'CONTINUE NORTHWEST, 0.70 KM (0.45 MI) ALONG TAXI TO THE STATION ON THE
 KY3528'RIGHT.  STATION IS 33.0 M (108.3 FT) NORTHEAST OF THE TAXI CENTERLINE,
 KY3528'26.6 M (87.3 FT) SOUTHEAST OF THE RAMP-TURNAROUND CENTERLINE, 17.4 M
 KY3528'(57.1 FT) SOUTHWEST OF THE RUNWAY CENTERLINE, 9.6 M (31.5 FT) WEST OF
 KY3528'A RUNWAY LIGHT, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 KY3528'MONUMENT IS 0.1 M (0.3 FT) BELOW THE LEVEL OF THE RUNWAY AND FLUSH
 KY3528'WITH THE GROUND SURFACE.  BY R.G.  HAYES THIS IS A SECONDARY AIRPORT
 KY3528'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3405 ***********************************************************************
 KY3405  DESIGNATION -  CAK AIRPORT BCN AKRON CANTON APT
 KY3405  PID         -  KY3405
 KY3405  STATE/COUNTY-  OH/SUMMIT
 KY3405  USGS QUAD   -  NORTH CANTON (1994)
 KY3405
 KY3405                         *CURRENT SURVEY CONTROL
 KY3405  ___________________________________________________________________
 KY3405* NAD 83(1995)-  40 54 54.09782(N)    081 26 12.17900(W)     ADJUSTED  
 KY3405* NAVD 88     -                                                        
 KY3405  ___________________________________________________________________
 KY3405  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 KY3405  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KY3405
 KY3405  HORZ ORDER  -  THIRD
 KY3405
 KY3405.This mark is at Canton Regional Airport (CAK)
 KY3405
 KY3405.The horizontal coordinates were established by classical geodetic methods
 KY3405.and adjusted by the National Geodetic Survey in April 1998..
 KY3405
 KY3405
 KY3405.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3405
 KY3405.The geoid height was determined by GEOID03.
 KY3405
 KY3405;                    North         East     Units Scale Factor Converg.
 KY3405;SPC OH N     -   139,171.137   689,567.001   MT  0.99994267   +0 41 54.7
 KY3405;UTM  17      - 4,529,416.135   463,224.303   MT  0.99961665   -0 17 09.7
 KY3405
 KY3405                          SUPERSEDED SURVEY CONTROL
 KY3405
 KY3405  NAD 83(1986)-  40 54 54.10461(N)    081 26 12.18553(W) AD(       ) 4
 KY3405  NAD 27      -  40 54 53.89874(N)    081 26 12.78900(W) AD(       ) 3
 KY3405
 KY3405.Superseded values are not recommended for survey control.
 KY3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3405.See file dsdata.txt to determine how the superseded data were derived.
 KY3405
 KY3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6322429416(NAD 83)
 KY3405_MARKER: 21 = AIRPORT BEACON
 KY3405_SETTING: 0 = UNSPECIFIED SETTING
 KY3405_MARK LOGO: CGS   
 KY3405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3405+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2004
 KY3405
 KY3405  HISTORY     - Date     Condition        Report By
 KY3405  HISTORY     - 1962     FIRST OBSERVED   CGS
 KY3405  HISTORY     - 19840915 GOOD             NGS
 KY3405  HISTORY     - 20041103 GOOD             USPSQD
 KY3405
 KY3405                          STATION DESCRIPTION
 KY3405
 KY3405'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JRS)
 KY3405'THE STATION IS THE REVOLVING LIGHT ATOP THE AKRON-CANTON
 KY3405'MUNICIPAL AIRPORT CONTROL TOWER.
 KY3405'
 KY3405'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 KY3405
 KY3405                          STATION RECOVERY (1984)
 KY3405
 KY3405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (RAD)
 KY3405'THE STATION IS LOCATED ON THE PASSENGER TERMINAL BUILDING, ON THE TOP
 KY3405'AND CENTER OF THE CONTROL TOWER.  THE MARK IS THE SPINDLE ON THE
 KY3405'STANDARD AIRPORT BEACON.
 KY3405
 KY3405                          STATION RECOVERY (2004)
 KY3405
 KY3405'RECOVERY NOTE BY US POWER SQUADRON 2004
 KY3405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3401 ***********************************************************************
 KY3401  DESIGNATION -  CAK AKRON CANTON AIRPORT BEACON
 KY3401  PID         -  KY3401
 KY3401  STATE/COUNTY-  OH/SUMMIT
 KY3401  USGS QUAD   -  NORTH CANTON (1994)
 KY3401
 KY3401                         *CURRENT SURVEY CONTROL
 KY3401  ___________________________________________________________________
 KY3401* NAD 83(1995)-  40 54 55.90346(N)    081 26 07.17254(W)     ADJUSTED  
 KY3401* NAVD 88     -                                                        
 KY3401  ___________________________________________________________________
 KY3401  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 KY3401  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KY3401
 KY3401  HORZ ORDER  -  THIRD
 KY3401
 KY3401.This mark is at Canton Regional Airport (CAK)
 KY3401
 KY3401.The horizontal coordinates were established by classical geodetic methods
 KY3401.and adjusted by the National Geodetic Survey in April 1998..
 KY3401
 KY3401
 KY3401.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3401
 KY3401.The geoid height was determined by GEOID03.
 KY3401
 KY3401;                    North         East     Units Scale Factor Converg.
 KY3401;SPC OH N     -   139,228.259   689,683.461   MT  0.99994265   +0 41 58.0
 KY3401;UTM  17      - 4,529,471.230   463,341.689   MT  0.99961654   -0 17 06.4
 KY3401
 KY3401                          SUPERSEDED SURVEY CONTROL
 KY3401
 KY3401  NAD 83(1986)-  40 54 55.89460(N)    081 26 07.16475(W) AD(       ) 4
 KY3401  NAD 27      -  40 54 55.53311(N)    081 26 07.63098(W) AD(       ) 3
 KY3401
 KY3401.Superseded values are not recommended for survey control.
 KY3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3401.See file dsdata.txt to determine how the superseded data were derived.
 KY3401
 KY3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6334229471(NAD 83)
 KY3401_MARK LOGO: CGS   
 KY3401
 KY3401  HISTORY     - Date     Condition        Report By
 KY3401  HISTORY     - UNK      MONUMENTED       CGS
 KY3401  HISTORY     - 1953     SEE DESCRIPTION  CGS
 KY3401  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KY3401
 KY3401                          STATION DESCRIPTION
 KY3401
 KY3401'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 KY3401'STATION IS A STANDARD REVOLVING DOUBLE ENDED BEACON, SHOWING
 KY3401'ALTERNATING GREEN AND WHITE
 KY3401'BEAM.  THE BEACON IS LOCATED AT THE AKRON-CANTON AIRPORT ABOUT 650
 KY3401'FT. E. OF THE CONTROL TOWER AND
 KY3401'ABOUT 50 FT S. OF THE WEATHER BUREAU OFFICE.  IT IS A FOUR
 KY3401'LEGGED STEEL STRUCTURE PAINTED ALTERNATE
 KY3401'RED AND WHITE, AND IS 56 FT. HIGH.
 KY3401'
 KY3401'STATION WAS RECOVERED IN GOOD CONDITION.
 KY3401
 KY3401                          STATION RECOVERY (1962)
 KY3401
 KY3401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
 KY3401'THE BEACON AND ITS SUPPORTING STEEL STRUCTURE HAS BEEN REMOVED.  A
 KY3401'NEW AIRPORT BEACON WAS
 KY3401'INSTALLED ON THE TOP OF THE CONTROL TOWER IN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3389 ***********************************************************************
 AB3389  DESIGNATION -  CAK AP STA A
 AB3389  PID         -  AB3389
 AB3389  STATE/COUNTY-  OH/SUMMIT
 AB3389  USGS QUAD   -  NORTH CANTON (1994)
 AB3389
 AB3389                         *CURRENT SURVEY CONTROL
 AB3389  ___________________________________________________________________
 AB3389* NAD 83(1995)-  40 55 23.85040(N)    081 26 27.19344(W)     ADJUSTED  
 AB3389* NAVD 88     -       369.9    (meters)    1214.     (feet)  GPS OBS   
 AB3389  ___________________________________________________________________
 AB3389  X           -     718,316.175 (meters)                     COMP
 AB3389  Y           -  -4,772,677.098 (meters)                     COMP
 AB3389  Z           -   4,156,210.826 (meters)                     COMP
 AB3389  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AB3389  ELLIP HEIGHT-         336.62  (meters)          (10/07/05) GPS OBS
 AB3389  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AB3389
 AB3389  HORZ ORDER  -  THIRD
 AB3389  ELLP ORDER  -  FOURTH    CLASS I
 AB3389
 AB3389.This mark is at Canton Regional Airport (CAK)
 AB3389
 AB3389.The horizontal coordinates were established by GPS observations
 AB3389.and adjusted by the National Geodetic Survey in May 1997..
 AB3389
 AB3389.The orthometric height was determined by GPS observations and a
 AB3389.high-resolution geoid model.
 AB3389
 AB3389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3389
 AB3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3389
 AB3389.The ellipsoidal height was determined by GPS observations
 AB3389.and is referenced to NAD 83.
 AB3389
 AB3389.The geoid height was determined by GEOID03.
 AB3389
 AB3389;                    North         East     Units Scale Factor Converg.
 AB3389;SPC OH N     -   140,084.545   689,204.552   MT  0.99994230   +0 41 44.8
 AB3389;UTM  17      - 4,530,335.338   462,877.715   MT  0.99961696   -0 17 19.7
 AB3389
 AB3389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3389!SPC OH N     -   0.99994720  x   0.99994230  =   0.99988950
 AB3389!UTM  17      -   0.99994720  x   0.99961696  =   0.99956418
 AB3389
 AB3389:                Primary Azimuth Mark                     Grid Az
 AB3389:SPC OH N     -  CAK ARP RESET                            186 36 47.6
 AB3389:UTM  17      -  CAK ARP RESET                            187 35 52.1
 AB3389
 AB3389|---------------------------------------------------------------------|
 AB3389| PID    Reference Object                     Distance      Geod. Az  |
 AB3389|                                                           dddmmss.s |
 AB3389| AB3388 CAK ARP RESET                       APPROX. 0.8 KM 1871832.4 |
 AB3389|---------------------------------------------------------------------|
 AB3389
 AB3389                          SUPERSEDED SURVEY CONTROL
 AB3389
 AB3389.No superseded survey control is available for this station.
 AB3389
 AB3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6287830335(NAD 83)
 AB3389_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3389_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AB3389_STAMPING: AP 1962 STA A
 AB3389_MARK LOGO: CGS   
 AB3389_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3389+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1995
 AB3389
 AB3389  HISTORY     - Date     Condition        Report By
 AB3389  HISTORY     - 1962     MONUMENTED       CGS
 AB3389  HISTORY     - 19880915 GOOD             NGS
 AB3389  HISTORY     - 19950808 GOOD             NGS
 AB3389
 AB3389                          STATION DESCRIPTION
 AB3389
 AB3389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (RAD)
 AB3389'THE STATION IS LOCATED ABOUT 1726 FT (526.1 M) S OF RUNWAY END 19,
 AB3389'49.9 FT (15.2 M) W OF W EDGE OF THE RUNWAY, 40.2 FT (12.3 M) W OF THE
 AB3389'9TH RUNWAY LIGHT S OF THE RUNWAY END LT 56, AND 191.2 FT (58.3 M) SW
 AB3389'OF THE 8TH RUNWAY LIGHT S OF THE RUNWAY END LT NO 58.  THE MARK IS A
 AB3389'STANDARD TOPO DISK STAMPED AP 1962 STA A, SET IN THE TOP OF A ROUND
 AB3389'CONCRETE POST FLUSH WITH THE GROUND.
 AB3389
 AB3389                          STATION RECOVERY (1995)
 AB3389
 AB3389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3389'THE STATION IS LOCATED ABOUT 14 KM (8.70 MI) SOUTH OF AKRON, 3 KM
 AB3389'(1.85 MI) NORTHWEST OF CANTON AT THE AKRON-CANTON REGIONAL AIRPORT,
 AB3389'ABOUT 525 M (1722.4 FT) SOUTH OF RUNWAY END 19, AND IN THE SOUTHWEST
 AB3389'QUADRANT OF THE JUNCTION OF RUNWAY 1-19 AND TAXI H.
 AB3389'OWNERSHIP--CONTROLLED BY SUMMIT AND STAR COUNTIES, 5400 LAUBY ROAD,
 AB3389'NORTH CANTON, OH.  44720.  AIRPORT MANAGER IS FRED KRUM.  AIRPORT
 AB3389'OPERATIONS IS JIM MYERS.  PHONE 216-499-4059.  CONTACT ONE OF THEM ONE
 AB3389'DAY IN ADVANCE FOR AN ESCORT TO THIS STATION.  TO REACH FROM THE
 AB3389'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 77 AND THE AIRPORT
 AB3389'ENTRANCE ROAD (EXIT 113) ABOUT 3 KM (1.85 MI) NORTHWEST OF NORTH
 AB3389'CANTON, GO WEST ON THE ENTRANCE ROAD FOR 0.41 KM (0.25 MI) TO A PAVED
 AB3389'Y RIGHT TO SHORT TERM PARKING.  BEAR RIGHT, NORTHWEST AND WEST ON THE
 AB3389'ROAD FOR 0.39 KM (0.25 MI) TO THE JUNCTION OF THE ROAD TO THE
 AB3389'TERMINAL, A PAVED ROAD RIGHT TO THE BEACON, AND A PAVED ROAD LEADING
 AB3389'WEST TO A GATE AT THE APRON.  BEAR RIGHT, WEST, ON THE ROAD FOR 0.09
 AB3389'KM (0.05 MI) TO GATE B AT THE APRON.  AN ESCORT WILL MEET YOU HERE.
 AB3389'THE STATION IS SET IN THE TOP OF 20 CM ROUND CONCRETE FILLED CLAY TILE
 AB3389'PIPE SET FLUSH WITH THE GROUND.  IT IS 70.6 M (231.6 FT) SOUTH OF THE
 AB3389'SOUTH EDGE OF TAXI H, 45.5 M (149.3 FT) EAST OF THE TOP OF A CUTBANK,
 AB3389'15.4 M (50.5 FT) WEST OF THE WEST EDGE OF THE RUNWAY, 12.2 M (40.0 FT)
 AB3389'WEST OF RUNWAY LIGHT NUMBER 37, AND 0.6 M (2.0 FT) EAST OF A
 AB3389'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3390 ***********************************************************************
 AB3390  DESIGNATION -  CAK AP STA B
 AB3390  PID         -  AB3390
 AB3390  STATE/COUNTY-  OH/SUMMIT
 AB3390  USGS QUAD   -  NORTH CANTON (1994)
 AB3390
 AB3390                         *CURRENT SURVEY CONTROL
 AB3390  ___________________________________________________________________
 AB3390* NAD 83(1995)-  40 54 39.39873(N)    081 26 29.71891(W)     ADJUSTED  
 AB3390* NAVD 88     -       366.7    (meters)    1203.     (feet)  GPS OBS   
 AB3390  ___________________________________________________________________
 AB3390  X           -     718,391.046 (meters)                     COMP
 AB3390  Y           -  -4,773,571.693 (meters)                     COMP
 AB3390  Z           -   4,155,172.514 (meters)                     COMP
 AB3390  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AB3390  ELLIP HEIGHT-         333.46  (meters)          (10/07/05) GPS OBS
 AB3390  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 AB3390
 AB3390  HORZ ORDER  -  THIRD
 AB3390  ELLP ORDER  -  FOURTH    CLASS I
 AB3390
 AB3390.This mark is at Canton Regional Airport (CAK)
 AB3390
 AB3390.The horizontal coordinates were established by GPS observations
 AB3390.and adjusted by the National Geodetic Survey in May 1997..
 AB3390
 AB3390.The orthometric height was determined by GPS observations and a
 AB3390.high-resolution geoid model.
 AB3390
 AB3390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3390
 AB3390.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3390
 AB3390.The ellipsoidal height was determined by GPS observations
 AB3390.and is referenced to NAD 83.
 AB3390
 AB3390.The geoid height was determined by GEOID03.
 AB3390
 AB3390;                    North         East     Units Scale Factor Converg.
 AB3390;SPC OH N     -   138,712.769   689,162.108   MT  0.99994287   +0 41 43.2
 AB3390;UTM  17      - 4,528,964.939   462,811.728   MT  0.99961702   -0 17 21.1
 AB3390
 AB3390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3390!SPC OH N     -   0.99994770  x   0.99994287  =   0.99989057
 AB3390!UTM  17      -   0.99994770  x   0.99961702  =   0.99956474
 AB3390
 AB3390:                Primary Azimuth Mark                     Grid Az
 AB3390:SPC OH N     -  CAK ARP RESET                            355 23 14.1
 AB3390:UTM  17      -  CAK ARP RESET                            356 22 18.4
 AB3390
 AB3390|---------------------------------------------------------------------|
 AB3390| PID    Reference Object                     Distance      Geod. Az  |
 AB3390|                                                           dddmmss.s |
 AB3390| AB3388 CAK ARP RESET                       APPROX. 0.6 KM 3560457.3 |
 AB3390|---------------------------------------------------------------------|
 AB3390
 AB3390                          SUPERSEDED SURVEY CONTROL
 AB3390
 AB3390.No superseded survey control is available for this station.
 AB3390
 AB3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6281228965(NAD 83)
 AB3390_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3390_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AB3390_STAMPING: AP 1962 STA B
 AB3390_MARK LOGO: CGS   
 AB3390_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3390+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1995
 AB3390
 AB3390  HISTORY     - Date     Condition        Report By
 AB3390  HISTORY     - 1962     MONUMENTED       CGS
 AB3390  HISTORY     - 19880915 GOOD             NGS
 AB3390  HISTORY     - 19950808 GOOD             NGS
 AB3390
 AB3390                          STATION DESCRIPTION
 AB3390
 AB3390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (RAD)
 AB3390'THE STATION IS LOCATED AT RUNWAY END 1, 93 FT (28.3 M) N OF THE N EDGE
 AB3390'OF THE EAST-WEST TAXIWAY, 49.9 FT (15.2 M) W OF THE W EDGE OF THE
 AB3390'RUNWAY, AND 42 FT (12.8 M) W OF THE 1ST RUNWAY LT (LT 10) N OF THE
 AB3390'RUNWAY END.  THE MARK IS A STANDARD TOPO DISK STAMPED AP 1962 STA B,
 AB3390'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 AB3390'13 FT (4.0 M) SOUTH OF THE LINE BETWEEN 2 RWY LTS.
 AB3390
 AB3390                          STATION RECOVERY (1995)
 AB3390
 AB3390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3390'THE STATION IS LOCATED ABOUT 14 KM (8.70 MI) SOUTH OF AKRON, 3 KM
 AB3390'(1.85 MI) NORTHWEST OF CANTON AT THE AKRON-CANTON REGIONAL AIRPORT, IN
 AB3390'GRASS IN THE NORTHWEST QUADRANT OF THE JUNCTION OF RUNWAY END 1 AND
 AB3390'THE TAXI TO RUNWAY END 1, AND NEAR THE SOUTH END OF THE AIRFIELD.
 AB3390'OWNERSHIP--CONTROLLED BY SUMMIT AND STAR COUNTIES, 5400 LAUBY ROAD,
 AB3390'NORTH CANTON, OH.  44720.  AIRPORT MANAGER IS FRED KRUM. AIRPORT
 AB3390'OPERATIONS IS JIM MYERS.  PHONE 216-499-4059.  CONTACT ONE OF THEM ONE
 AB3390'DAY IN ADVANCE FOR AN ESCORT TO THIS STATION.  TO REACH FROM THE
 AB3390'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 77 AND THE AIRPORT
 AB3390'ENTRANCE ROAD (EXIT 113) ABOUT 3 KM (1.85 MI) NORTHWEST OF NORTH
 AB3390'CANTON, GO WEST ON THE ENTRANCE ROAD FOR 0.41 KM (0.25 MI) TO A PAVED
 AB3390'Y RIGHT TO SHORT TERM PARKING.  BEAR RIGHT, NORTHWEST AND WEST ON THE
 AB3390'ROAD FOR 0.39 KM (0.25 MI) TO THE JUNCTION OF THE ROAD TO THE
 AB3390'TERMINAL, A PAVED ROAD RIGHT TO THE BEACON, AND A PAVED ROAD LEADING
 AB3390'WEST TO A GATE AT THE APRON.  BEAR RIGHT, WEST, ON THE ROAD FOR 0.09
 AB3390'KM (0.05 MI) TO GATE B AT THE APRON.  AN ESCORT WILL MEET YOU HERE.
 AB3390'THE STATION IS SET IN THE TOP OF A 20 CM ROUND CONCRETE FILLED CLAY
 AB3390'TILE PIPE SET FLUSH WITH THE GROUND.  IT IS 28.3 M (92.8 FT) NORTH OF
 AB3390'THE NORTH EDGE OF THE TAXI, 15.3 M (50.2 FT) WEST OF THE WEST EDGE OF
 AB3390'THE RUNWAY, 15.1 M (49.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AB3390'CONCRETE PAD FOR TAXI SIGN F, 13.6 M (44.6 FT) SOUTHWEST OF THE FIRST
 AB3390'RUNWAY LIGHT NORTH OF THE RUNWAY END (LIGHT NUMBER 14) , AND 0.3 M
 AB3390'(1.0 FT) EAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3391 ***********************************************************************
 AB3391  SACS        -  This is a Secondary Airport Control Station.
 AB3391  DESIGNATION -  CAK AP STA C
 AB3391  PID         -  AB3391
 AB3391  STATE/COUNTY-  OH/SUMMIT
 AB3391  USGS QUAD   -  NORTH CANTON (1994)
 AB3391
 AB3391                         *CURRENT SURVEY CONTROL
 AB3391  ___________________________________________________________________
 AB3391* NAD 83(1995)-  40 55 40.88797(N)    081 26 26.22894(W)     ADJUSTED  
 AB3391* NAVD 88     -       369.46   (meters)    1212.1    (feet)  GPS OBS   
 AB3391  ___________________________________________________________________
 AB3391  X           -     718,287.199 (meters)                     COMP
 AB3391  Y           -  -4,772,332.942 (meters)                     COMP
 AB3391  Z           -   4,156,607.668 (meters)                     COMP
 AB3391  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AB3391  ELLIP HEIGHT-         336.19  (meters)          (10/07/05) GPS OBS
 AB3391  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AB3391
 AB3391  HORZ ORDER  -  FIRST
 AB3391  ELLP ORDER  -  FOURTH    CLASS I
 AB3391
 AB3391.This mark is at Canton Regional Airport (CAK)
 AB3391
 AB3391.The horizontal coordinates were established by GPS observations
 AB3391.and adjusted by the National Geodetic Survey in May 1997..
 AB3391
 AB3391.The orthometric height was determined by GPS observations and a
 AB3391.high-resolution geoid model.
 AB3391
 AB3391.GPS derived orthometric heights for airport stations designated as
 AB3391.PACS or SACS are published to 2 decimal places.  This maintains
 AB3391.centimeter relative accuracy between the PACS and SACS.  It does
 AB3391.not indicate centimeter accuracy relative to other marks which are
 AB3391.part of the NAVD 88 network.
 AB3391
 AB3391.Photographs are available for this station.
 AB3391
 AB3391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3391
 AB3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3391
 AB3391.The ellipsoidal height was determined by GPS observations
 AB3391.and is referenced to NAD 83.
 AB3391
 AB3391.The geoid height was determined by GEOID03.
 AB3391
 AB3391;                    North         East     Units Scale Factor Converg.
 AB3391;SPC OH N     -   140,610.324   689,220.732   MT  0.99994210   +0 41 45.5
 AB3391;UTM  17      - 4,530,860.589   462,902.920   MT  0.99961694   -0 17 19.2
 AB3391
 AB3391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3391!SPC OH N     -   0.99994727  x   0.99994210  =   0.99988937
 AB3391!UTM  17      -   0.99994727  x   0.99961694  =   0.99956423
 AB3391
 AB3391:                Primary Azimuth Mark                     Grid Az
 AB3391:SPC OH N     -  CAK ARP RESET                            184 39 56.9
 AB3391:UTM  17      -  CAK ARP RESET                            185 39 01.6
 AB3391
 AB3391|---------------------------------------------------------------------|
 AB3391| PID    Reference Object                     Distance      Geod. Az  |
 AB3391|                                                           dddmmss.s |
 AB3391| AB3388 CAK ARP RESET                       APPROX. 1.3 KM 1852142.4 |
 AB3391|---------------------------------------------------------------------|
 AB3391
 AB3391                          SUPERSEDED SURVEY CONTROL
 AB3391
 AB3391  ELLIP H (05/15/97)  336.18   (m)                       GP(       ) 4 1
 AB3391
 AB3391.Superseded values are not recommended for survey control.
 AB3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3391.See file dsdata.txt to determine how the superseded data were derived.
 AB3391
 AB3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6290330861(NAD 83)
 AB3391_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3391_STAMPING: AP 1969 STA C CAK
 AB3391_MARK LOGO: CGS   
 AB3391_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3391+STABILITY: SURFACE MOTION
 AB3391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3391+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2004
 AB3391
 AB3391  HISTORY     - Date     Condition        Report By
 AB3391  HISTORY     - 1969     MONUMENTED       CGS
 AB3391  HISTORY     - 19880915 GOOD             NGS
 AB3391  HISTORY     - 19950808 GOOD             NGS
 AB3391  HISTORY     - 20041013 GOOD             NGS
 AB3391
 AB3391                          STATION DESCRIPTION
 AB3391
 AB3391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (RAD)
 AB3391'THE STATION IS LOCATED AT RUNWAY END 19, 41.6 FT (12.7 M) W OF WESTERN
 AB3391'MOST THRESHOLD LT, 49.9 FT (15.2 M) W OF W EDGE OF THE RUNWAY AND ON
 AB3391'LINE WITH THE RUNWAY END, AND 185.2 FT (56.4 M) NW OF THE 1ST RUNWAY
 AB3391'LT S OF THE RUNWAY END LT 72.  THE MARK IS A STANDARD TOPO DISK
 AB3391'STAMPED AP 1969 STA C CAK, SET IN THE TOP OF A SQUARE CONCRETE POST
 AB3391'FLUSH WITH THE GROUND.
 AB3391
 AB3391                          STATION RECOVERY (1995)
 AB3391
 AB3391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3391'THE STATION IS LOCATED ABOUT 14 KM (8.70 MI) SOUTH OF AKRON, 3 KM
 AB3391'(1.85 MI) NORTHWEST OF CANTON AT THE AKRON-CANTON REGIONAL AIRPORT, IN
 AB3391'GRASS ALONG RUNWAY END 19, IN LINE WITH THE RUNWAY END, AND NEAR THE
 AB3391'NORTH END OF THE AIRFIELD.  OWNERSHIP--CONTROLLED BY SUMMIT AND STAR
 AB3391'COUNTIES, 5400 LAUBY ROAD, NORTH CANTON, OH.  44720.  AIRPORT MANAGER
 AB3391'IS FRED KRUM.  AIRPORT OPERATIONS IS JIM MYERS.  PHONE 216-499-4059.
 AB3391'CONTACT ONE OF THEM ONE DAY IN ADVANCE FOR AN ESCORT TO THIS STATION.
 AB3391'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 77
 AB3391'AND THE AIRPORT ENTRANCE ROAD (EXIT 113) ABOUT 3 KM (1.85 MI)
 AB3391'NORTHWEST OF NORTH CANTON, GO WEST ON THE ENTRANCE ROAD FOR 0.41 KM
 AB3391'(0.25 MI) TO A PAVED Y RIGHT TO SHORT TERM PARKING. BEAR RIGHT,
 AB3391'NORTHWEST AND WEST ON THE ROAD FOR 0.39 KM (0.25 MI) TO THE JUNCTION
 AB3391'OF THE ROAD TO THE TERMINAL, A PAVED ROAD RIGHT TO THE BEACON, AND A
 AB3391'PAVED ROAD LEADING WEST TO A GATE AT THE APRON.  BEAR RIGHT, WEST, ON
 AB3391'THE ROAD FOR 0.09 KM (0.05 MI) TO GATE B AT THE APRON.  AN ESCORT WILL
 AB3391'MEET YOU HERE.  THE STATION IS SET IN THE TOP OF A 20 CM ROUND
 AB3391'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 38.0 M (124.7 FT)
 AB3391'WEST-NORTHWEST OF THE CENTER OF THE END OF THE RUNWAY, 15.3 M (50.2
 AB3391'FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE RUNWAY,12.4 M WEST
 AB3391'OF THE WEST MOST THRESHOLD LIGHT, 5.2 M (17.1 FT) WEST-SOUTHWEST OF
 AB3391'THE SOUTHWEST CORNER OF A CONCRETE PAD WITH A MANHOLE COVER, AND 0.45
 AB3391'M (1.48 FT) EAST OF A FIBERGLASS WITNESS POST.  NOTE--THIS IS A
 AB3391'SECONDARY AIRPORT CONTROL STATION (SACS) .
 AB3391
 AB3391                          STATION RECOVERY (2004)
 AB3391
 AB3391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 AB3391'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3388 ***********************************************************************
 AB3388  CBN         -  This is a Cooperative Base Network Control Station.
 AB3388  PACS        -  This is a Primary Airport Control Station.
 AB3388  DESIGNATION -  CAK ARP RESET
 AB3388  PID         -  AB3388
 AB3388  STATE/COUNTY-  OH/SUMMIT
 AB3388  USGS QUAD   -  NORTH CANTON (1994)
 AB3388
 AB3388                         *CURRENT SURVEY CONTROL
 AB3388  ___________________________________________________________________
 AB3388* NAD 83(1995)-  40 54 58.64091(N)    081 26 31.45595(W)     ADJUSTED  
 AB3388* NAVD 88     -       366.82   (meters)    1203.5    (feet)  GPS OBS   
 AB3388  ___________________________________________________________________
 AB3388  X           -     718,293.004 (meters)                     COMP
 AB3388  Y           -  -4,773,193.371 (meters)                     COMP
 AB3388  Z           -   4,155,621.164 (meters)                     COMP
 AB3388  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AB3388  ELLIP HEIGHT-         333.55  (meters)          (03/08/05) GPS OBS
 AB3388  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 AB3388
 AB3388  HORZ ORDER  -  B
 AB3388  ELLP ORDER  -  FOURTH    CLASS II
 AB3388
 AB3388.This mark is at Canton Regional Airport (CAK)
 AB3388
 AB3388.The horizontal coordinates were established by GPS observations
 AB3388.and adjusted by the National Geodetic Survey in August 1996..
 AB3388
 AB3388.The orthometric height was determined by GPS observations and a
 AB3388.high-resolution geoid model.
 AB3388
 AB3388.GPS derived orthometric heights for airport stations designated as
 AB3388.PACS or SACS are published to 2 decimal places.  This maintains
 AB3388.centimeter relative accuracy between the PACS and SACS.  It does
 AB3388.not indicate centimeter accuracy relative to other marks which are
 AB3388.part of the NAVD 88 network.
 AB3388
 AB3388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3388
 AB3388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3388
 AB3388.The ellipsoidal height was determined by GPS observations
 AB3388.and is referenced to NAD 83.
 AB3388
 AB3388.The geoid height was determined by GEOID03.
 AB3388
 AB3388;                    North         East     Units Scale Factor Converg.
 AB3388;SPC OH N     -   139,305.778   689,114.263   MT  0.99994262   +0 41 42.0
 AB3388;UTM  17      - 4,529,558.489   462,774.092   MT  0.99961706   -0 17 22.3
 AB3388
 AB3388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3388!SPC OH N     -   0.99994768  x   0.99994262  =   0.99989030
 AB3388!UTM  17      -   0.99994768  x   0.99961706  =   0.99956476
 AB3388
 AB3388:                Primary Azimuth Mark                     Grid Az
 AB3388:SPC OH N     -  CAK AP STA C                             004 39 56.9
 AB3388:UTM  17      -  CAK AP STA C                             005 39 01.2
 AB3388
 AB3388|---------------------------------------------------------------------|
 AB3388| PID    Reference Object                     Distance      Geod. Az  |
 AB3388|                                                           dddmmss.s |
 AB3388| AB3391 CAK AP STA C                        APPROX. 1.3 KM 0052138.9 |
 AB3388| AB3389 CAK AP STA A                        APPROX. 0.8 KM 0071829.6 |
 AB3388| AB3390 CAK AP STA B                        APPROX. 0.6 KM 1760456.2 |
 AB3388|---------------------------------------------------------------------|
 AB3388
 AB3388                          SUPERSEDED SURVEY CONTROL
 AB3388
 AB3388.No superseded survey control is available for this station.
 AB3388
 AB3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6277429558(NAD 83)
 AB3388_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3388_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB3388_SP_SET: FOUNDATION
 AB3388_STAMPING: ARP 1953 1962
 AB3388_MARK LOGO: CGS   
 AB3388_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3388+STABILITY: SURFACE MOTION
 AB3388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3388+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2004
 AB3388
 AB3388  HISTORY     - Date     Condition        Report By
 AB3388  HISTORY     - 1962     MONUMENTED       CGS
 AB3388  HISTORY     - 19880915 GOOD             NGS
 AB3388  HISTORY     - 19950808 GOOD             NGS
 AB3388  HISTORY     - 20041013 GOOD             NGS
 AB3388
 AB3388                          STATION DESCRIPTION
 AB3388
 AB3388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (RAD)
 AB3388'THE STATION IS LOCATED BETWEEN RUNWAYS 1-19 AND 14-32, 145 FT (44.2 M)
 AB3388'NORTH-NORTHEAST OF RUNWAY LIGHT NO 34, 110 FT (33.5 M) WEST OF RUNWAY
 AB3388'LIGHT NO 36 AND 103 FT (31.4 M) NORTHWEST OF THE NORTHWEST EDGE OF
 AB3388'RUNWAY 5-23.  THE MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1953
 AB3388'1962 SET IN A DRILL HOLE IN THE CENTER OF THE SOUTHWEST SIDE OF A SIX
 AB3388'FOOT SQUARE CONCRETE DRAIN TOPPED BY IRON GRATING.
 AB3388
 AB3388                          STATION RECOVERY (1995)
 AB3388
 AB3388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3388'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 14 KM
 AB3388'(8.70 MI) SOUTH OF AKRON, 3 KM (1.85 MI) NORTHWEST OF CANTON AT THE
 AB3388'AKRON-CANTON REGIONAL AIRPORT, IN GRASS BETWEEN RUNWAYS 14-32 AND
 AB3388'1-19, IN THE NORTHWEST QUADRANT OF THE JUNCTION OF THE THREE RUNWAYS,
 AB3388'AND NEAR THE CENTER OF THE AIRFIELD.  OWNERSHIP--CONTROLED BY SUMMIT
 AB3388'AND STARK COUNTIES, 5400 LAUBY ROAD, NORTH CANTON, OHIO, 44720.
 AB3388'AIRPORT MANAGER IS FRED KRUM.  AIRPORT OPERATIONS IS JIM MYERS. PHONE
 AB3388'330-499-4059.  CONTACT ONE OF THEM ONE DAY IN ADVANCE FOR AN ESCORT TO
 AB3388'THIS STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 AB3388'INTERSTATE HIGHWAY 77 AND THE AIRPORT ENTRANCE ROAD (EXIT 113) ABOUT 3
 AB3388'KM (1.85 MI) NORTHWEST OF NORTH CANTON, GO WEST ON THE ENTRANCE ROAD
 AB3388'FOR 0.41 KM (0.25 MI) TO A PAVED Y RIGHT TO SHORT TERM PARKING.  BEAR
 AB3388'RIGHT, NORTHWEST AND WEST ON THE ROAD FOR 0.39 KM (0.25 MI) TO THE
 AB3388'JUNCTION OF THE ROAD TO THE TERMINAL, A PAVED ROAD RIGHT TO THE
 AB3388'BEACON, AND A PAVED ROAD LEADING WEST TO A GATE AT THE APRON.  BEAR
 AB3388'RIGHT, WEST, ON THE ROAD FOR 0.09 KM (0.05 MI) TO GATE B AT THE APRON.
 AB3388'AN ESCORT WILL MEET YOU HERE.  THE STATION IS SET IN THE TOP OF THE
 AB3388'CENTER OF THE SOUTHWEST SIDE OF A 1.8 M (5.9 FT) SQUARE CONCRETE DRAIN
 AB3388'WITH FOUR GRATES SET FLUSH WITH THE GROUND.  IT IS 124.3 M (407.8 FT)
 AB3388'SOUTHEAST OF THE AWOS ANTENNA, 101.7 M (333.7 FT) NORTHEAST OF THE
 AB3388'NORTHEAST EDGE OF RUNWAY 14-32, 35.7 M (117.1 FT) WEST-NORTHWEST OF
 AB3388'RUNWAY LIGHT NUMBER 39, 31.6 M (103.7 FT) NORTHWEST OF THE NORTHWEST
 AB3388'EDGE OF RUNWAY 5-23, 27.4 M (89.9 FT) NORTH OF THE NORTH CORNER OF THE
 AB3388'CONCRETE PAD FOR RUNWAY SIGN 14-32, AND 0.4 M (1.3 FT) NORTHEAST OF A
 AB3388'FIBERGLASS WITNESS POST.
 AB3388
 AB3388                          STATION RECOVERY (2004)
 AB3388
 AB3388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 AB3388'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3406 ***********************************************************************
 KY3406  SACS        -  This is a Secondary Airport Control Station.
 KY3406  DESIGNATION -  CAK E
 KY3406  PID         -  KY3406
 KY3406  STATE/COUNTY-  OH/SUMMIT
 KY3406  USGS QUAD   -  NORTH CANTON (1994)
 KY3406
 KY3406                         *CURRENT SURVEY CONTROL
 KY3406  ___________________________________________________________________
 KY3406* NAD 83(1995)-  40 55 14.76210(N)    081 25 57.76728(W)     ADJUSTED  
 KY3406* NAVD 88     -       374.13   (meters)    1227.5    (feet)  GPS OBS   
 KY3406  ___________________________________________________________________
 KY3406  X           -     719,024.882 (meters)                     COMP
 KY3406  Y           -  -4,772,759.335 (meters)                     COMP
 KY3406  Z           -   4,156,001.749 (meters)                     COMP
 KY3406  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 KY3406  ELLIP HEIGHT-         340.85  (meters)          (10/07/05) GPS OBS
 KY3406  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KY3406
 KY3406  HORZ ORDER  -  FIRST
 KY3406  ELLP ORDER  -  FOURTH    CLASS I
 KY3406
 KY3406.This mark is at Canton Regional Airport (CAK)
 KY3406
 KY3406.The horizontal coordinates were established by GPS observations
 KY3406.and adjusted by the National Geodetic Survey in May 1997..
 KY3406
 KY3406.The orthometric height was determined by GPS observations and a
 KY3406.high-resolution geoid model.
 KY3406
 KY3406.GPS derived orthometric heights for airport stations designated as
 KY3406.PACS or SACS are published to 2 decimal places.  This maintains
 KY3406.centimeter relative accuracy between the PACS and SACS.  It does
 KY3406.not indicate centimeter accuracy relative to other marks which are
 KY3406.part of the NAVD 88 network.
 KY3406
 KY3406.Photographs are available for this station.
 KY3406
 KY3406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3406
 KY3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3406
 KY3406.The ellipsoidal height was determined by GPS observations
 KY3406.and is referenced to NAD 83.
 KY3406
 KY3406.The geoid height was determined by GEOID03.
 KY3406
 KY3406;                    North         East     Units Scale Factor Converg.
 KY3406;SPC OH N     -   139,812.620   689,896.403   MT  0.99994241   +0 42 04.2
 KY3406;UTM  17      - 4,530,051.657   463,564.568   MT  0.99961634   -0 17 00.4
 KY3406
 KY3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3406!SPC OH N     -   0.99994654  x   0.99994241  =   0.99988895
 KY3406!UTM  17      -   0.99994654  x   0.99961634  =   0.99956290
 KY3406
 KY3406|---------------------------------------------------------------------|
 KY3406| PID    Reference Object                     Distance      Geod. Az  |
 KY3406|                                                           dddmmss.s |
 KY3406| CF2695 CAK E RM 1                            9.450 METERS 00449     |
 KY3406| KY3405 CAK AIRPORT BCN AKRON CANTON APT    APPROX. 0.7 KM 2075254.0 |
 KY3406| KY3407 CAK E RM 2                            5.314 METERS 26630     |
 KY3406|---------------------------------------------------------------------|
 KY3406
 KY3406                          SUPERSEDED SURVEY CONTROL
 KY3406
 KY3406  NAD 83(1986)-  40 55 14.77111(N)    081 25 57.77181(W) AD(       ) 2
 KY3406  NAD 27      -  40 55 14.56572(N)    081 25 58.37530(W) AD(       ) 2
 KY3406  NGVD 29 (07/19/86)  374.26   (m)         1227.9    (f) LEVELING    3  
 KY3406
 KY3406.Superseded values are not recommended for survey control.
 KY3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3406.See file dsdata.txt to determine how the superseded data were derived.
 KY3406
 KY3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6356530052(NAD 83)
 KY3406_MARKER: DD = SURVEY DISK
 KY3406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3406_STAMPING: CAK E 1976
 KY3406_MARK LOGO: NOS   
 KY3406_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3406+STABILITY: SURFACE MOTION
 KY3406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3406+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2004
 KY3406
 KY3406  HISTORY     - Date     Condition        Report By
 KY3406  HISTORY     - 1976     MONUMENTED       NOS
 KY3406  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KY3406  HISTORY     - 19880615 GOOD             NGS
 KY3406  HISTORY     - 19950808 GOOD             NGS
 KY3406  HISTORY     - 20041013 GOOD             NGS
 KY3406
 KY3406                          STATION DESCRIPTION
 KY3406
 KY3406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3406'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KY3406'REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AT THIS TIME.
 KY3406'
 KY3406'THE STATION IS LOCATED APPROXIMATELY 10 MILES SOUTH OF AKRON,
 KY3406'9 MILES NORTH-NORTHWEST OF CANTON, ON THE CANTON AKRON AIRPORT
 KY3406'AND AT THE NORTH END OF RUNWAY 23.  PERMISSION WAS GRANTED BY
 KY3406'MR. FRED KRUM, AIRPORT MANAGER, PHONE 216-499-4221
 KY3406'
 KY3406'TO REACH FROM THE AKRON CANTON AIRPORT EXCHANGE OF INTERSTATE
 KY3406'77, GO WEST ON PAVED STREET FOR 0.15 MILE TO A CROSSROAD.  TURN
 KY3406'RIGHT AND GO NORTH ON PAVED STREET FOR 0.3 MILE TO A SIDE ROAD
 KY3406'LEFT, JUPITER STREET, TURN LEFT AND GO WEST FOR 0.1 MILE
 KY3406'TO THE ENTRANCE TO THE B.F. GOODRICH PARKING LOT ON THE RIGHT.
 KY3406'TURN RIGHT AND GO NORTH THROUGH PARKING LOT FOR 0.05 MILE TO A
 KY3406'TAXIWAY.  TURN LEFT AND GO NORTHWEST CROSSING TAXIWAY FOR 0.05
 KY3406'MILE TO THE END OF A CABLE FENCE ON NORTH SIDE OF TAXIWAY,
 KY3406'TURN RIGHT AND GO NORTH ON THE EDGE OF A RIDGE FOR 0.05 MILE
 KY3406'TO THE STATION
 KY3406'
 KY3406'STATION MARK, STAMPED---CAK E 1976---, IS A NATIONAL OCEAN
 KY3406'SURVEY DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 KY3406'FLUSH WITH THE GROUND SURFACE.  IT IS 142 FEET NORTH OF THE END
 KY3406'OF A CABLE FENCE AND 97 FEET EAST OF A HOLDING BAR ON TAXIWAY.
 KY3406'
 KY3406'REFERENCE MARK 1, STAMPED---CAK E 1976 NO 1 1977---, IS A
 KY3406'STANDARD DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE
 KY3406'CEMENTED IN THE GROUND AND FLUSH WITH THE GROUND SURFACE.  IT
 KY3406'IS 173 FEET NORTH OF THE END OF THE CABLE FENCE AND 79 FEET
 KY3406'EAST-NORTHEAST OF THE HOLDING BAR ON TAXIEWAY.
 KY3406'
 KY3406'REFERENCE MARK 2, STAMPED---CAK E 1976 NO 2 1977---, IS A
 KY3406'STANDARD DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE
 KY3406'CEMENTED IN THE GROUND AND FLUSH WITH THE GROUND SURFACE.
 KY3406'IT IS 141 FEET NORTH-NORTHWEST OF THE END OF THE CABLE FENCE
 KY3406'AND 79 FEET EAST OF THE HOLDING BAR ON TAXIWAY.
 KY3406'
 KY3406'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.39 METERS.
 KY3406'INTERSECTION STATION AIRPORT BCN AKRON CANTON APT CAN BE
 KY3406'USED AS AN AZIMUTH MARK.
 KY3406'
 KY3406'DESCRIBED BY J.G. FREDRICK
 KY3406
 KY3406                          STATION RECOVERY (1988)
 KY3406
 KY3406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KY3406'THE STATION IS LOCATED ON THE NORTHEAST SECTION OF THE AKRON-CANTON
 KY3406'REGIONAL AIRPORT, 98.4 FT (30.0 M) EAST OF THE HOLD BAR ON THE TAXIWAY
 KY3406'LEADING TO RUNWAY END 23, 4 FT (1.2 M) WEST OF A BANK AND 38.2 FT
 KY3406'(11.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A CRUSHED STONE DRIVE.
 KY3406'THE STATION IS A STANDARD NOS DISK STAMPED CAK E 1976 SET IN THE TOP
 KY3406'OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 KY3406
 KY3406                          STATION RECOVERY (1995)
 KY3406
 KY3406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3406'THE STATION IS LOCATED ABOUT 14 KM (8.70 MI) SOUTH OF AKRON, 3 KM
 KY3406'(1.85 MI) NORTHWEST OF CANTON AT THE AKRON-CANTON REGIONAL AIRPORT, IN
 KY3406'GRASS ALONG THE TAXI TO RUNWAY END 23, AT THE TOP OF A CUTBANK, AND
 KY3406'NEAR THE NORTHEAST END OF THE AIRFIELD.  OWNERSHIP--CONTROLLED BY
 KY3406'SUMMIT AND STAR COUNTIES, 5400 LAUBY ROAD, NORTH CANTON, OH.  44720.
 KY3406'AIRPORT MANAGER IS FRED KRUM.  AIRPORT OPERATIONS IS JIM MYERS. PHONE
 KY3406'216-499-4059.  CONTACT ONE OF THEM ONE DAY IN ADVANCE FOR AN ESCORT TO
 KY3406'THIS STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 KY3406'INTERSTATE HIGHWAY 77 AND THE AIRPORT ENTRANCE ROAD (EXIT 113) ABOUT 3
 KY3406'KM (1.85 MI) NORTHWEST OF NORTH CANTON, GO WEST ON THE ENTRANCE ROAD
 KY3406'FOR 0.41 KM (0.25 MI) TO A PAVED Y RIGHT TO SHORT TERM PARKING.  BEAR
 KY3406'RIGHT, NORTHWEST AND WEST ON THE ROAD FOR 0.39 KM (0.25 MI) TO THE
 KY3406'JUNCTION OF THE ROAD TO THE TERMINAL, A PAVED ROAD RIGHT TO THE
 KY3406'BEACON, AND A PAVED ROAD LEADING WEST TO A GATE AT THE APRON.  BEAR
 KY3406'RIGHT, WEST, ON THE ROAD FOR 0.09 KM (0.05 MI) TO GATE B AT THE APRON.
 KY3406'AN ESCORT WILL MEET YOU HERE.  THE STATION IS SET IN THE TOP OF A 25
 KY3406'CM SQUARE CONCRETE POST SET FLUSH WITH THE GROUND. IT IS 52.0 M (170.6
 KY3406'FT) NORTH OF THE NORTH EDGE OF THE CONCRETE ROAD TO THE B.F.  GOODRICH
 KY3406'BUILDING, 40.5 M (132.9 FT) EAST OF THE CENTER OF THE TAXI, 4.7 M
 KY3406'(15.4 FT) NORTH OF THE EXTENDED CENTER OF THE STOP LINE, 1.35 M (4.43
 KY3406'FT) WEST OF A FIBERGLASS WITNESS POST, AND 1.0 M (3.3 FT) WEST OF THE
 KY3406'TOP OF THE CUTBANK.  DESCRIBED BY D.G.  AUG. THE 6 IN THE DATE OF THE
 KY3406'STAMPING ON THE DISK HAS BEEN SHEARED OFF. NOTE--THIS IS A SECONDARY
 KY3406'AIRPORT CONTROL STATION (SACS) .
 KY3406
 KY3406                          STATION RECOVERY (2004)
 KY3406
 KY3406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS)
 KY3406'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3407 ***********************************************************************
 KY3407  DESIGNATION -  CAK E RM 2
 KY3407  PID         -  KY3407
 KY3407  STATE/COUNTY-  OH/SUMMIT
 KY3407  USGS QUAD   -  NORTH CANTON (1994)
 KY3407
 KY3407                         *CURRENT SURVEY CONTROL
 KY3407  ___________________________________________________________________
 KY3407* NAD 83(1995)-  40 55 14.75158(N)    081 25 57.99394(W)     ADJUSTED  
 KY3407* NAVD 88     -       374.00   (+/-2cm)    1227.0    (feet)  VERTCON   
 KY3407  ___________________________________________________________________
 KY3407  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 KY3407  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KY3407
 KY3407  HORZ ORDER  -  SECOND
 KY3407  VERT ORDER  -  THIRD ? (See Below)
 KY3407
 KY3407.This mark is at Canton Regional Airport (CAK)
 KY3407
 KY3407.The horizontal coordinates were established by classical geodetic methods
 KY3407.and adjusted by the National Geodetic Survey in April 1998..
 KY3407
 KY3407.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3407.The vertical order pertains to the NGVD 29 superseded value.
 KY3407
 KY3407.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3407
 KY3407.The geoid height was determined by GEOID03.
 KY3407
 KY3407;                    North         East     Units Scale Factor Converg.
 KY3407;SPC OH N     -   139,812.231   689,891.104   MT  0.99994241   +0 42 04.0
 KY3407;UTM  17      - 4,530,051.359   463,559.265   MT  0.99961634   -0 17 00.5
 KY3407
 KY3407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3407!SPC OH N     -   0.99994655  x   0.99994241  =   0.99988896
 KY3407!UTM  17      -   0.99994655  x   0.99961634  =   0.99956291
 KY3407
 KY3407                          SUPERSEDED SURVEY CONTROL
 KY3407
 KY3407  NAD 83(1986)-  40 55 14.76058(N)    081 25 57.99867(W) AD(       ) 2
 KY3407  NAD 27      -  40 55 14.55519(N)    081 25 58.60215(W) AD(       ) 2
 KY3407  NGVD 29 (07/19/86)  374.19   (m)         1227.7    (f) LEVELING    3  
 KY3407
 KY3407.Superseded values are not recommended for survey control.
 KY3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3407.See file dsdata.txt to determine how the superseded data were derived.
 KY3407
 KY3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6355930051(NAD 83)
 KY3407_MARKER: Z = SEE DESCRIPTION
 KY3407_SETTING: 0 = UNSPECIFIED SETTING
 KY3407
 KY3407  HISTORY     - Date     Condition        Report By
 KY3407  HISTORY     - 1977     MONUMENTED       NGS
 KY3407
 KY3407                          STATION DESCRIPTION
 KY3407
 KY3407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3407'THE STATION IS LOCATED APPROXIMATELY 10 MILES SOUTH OF AKRON,
 KY3407'9 MILES NORTH-NORTHEAST OF CANTON, ON THE AKRON CANTON AIRPORT
 KY3407'AND AT THE NORTH END OF RUNWAY 23.  PERMISSION WAS GRANTED BY
 KY3407'MR. FRED KRUM, AIRPORT MANAGER, PHONE 216-499-4221.
 KY3407'
 KY3407'TO REACH FROM THE AKRON CANTON AIRPORT EXCHANGE OF INTERSTATE
 KY3407'77, GO WEST ON PAVED STREET FOR 0.15 MILE TO A CROSSROAD.  TURN
 KY3407'RIGHT AND GO NORTH ON PAVED STREET FOR 0.3 MILE TO A SIDE ROAD
 KY3407'LEFT, JUNIPER STREET.  TURN LEFT AND GO WEST FOR 0.1 MILE
 KY3407'TO THE ENTRANCE TO THE B.F. GOODRICH PARKING LOT ON THE RIGHT.
 KY3407'TURN RIGHT AND GO NORTH THROUGH PARKING LOT FOR 0.05 MILE TO A
 KY3407'TAXIWAY.  TURN LEFT AND GO NORTHWEST CROSSING TAXIWAY FOR 0.05
 KY3407'MILE TO THE END OF A CABLE FENCE ON NORTH SIDE OF TAXIWAY.
 KY3407'TURN RIGHT AND GO NORTH ON THE EDGE OF A RIDGE FOR 0.05 MILE
 KY3407'TO THE STATION.
 KY3407'
 KY3407'STATION MARK, STAMPED- --CAK E NO 2 1977---, IS A STANDARD
 KY3407'REFERENCE MARK DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE
 KY3407'CEMENTED IN THE GROUND AND FLUSH WITH THE GROUND SURFACE.
 KY3407'IT IS 141 FEET NORTH-NORTHWEST OF THE END OF THE CABLE FENCE
 KY3407'AND 79 FEET EAST OF THE HOLDING BAR ON THE TAXIWAY.
 KY3407'
 KY3407'DESCRIBED BY J.G. FREDRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1122 ***********************************************************************
 KY1122  DESIGNATION -  CALLA
 KY1122  PID         -  KY1122
 KY1122  STATE/COUNTY-  OH/MAHONING
 KY1122  USGS QUAD   -  SALEM (1994)
 KY1122
 KY1122                         *CURRENT SURVEY CONTROL
 KY1122  ___________________________________________________________________
 KY1122* NAD 83(1995)-  40 58 35.10535(N)    080 47 51.37259(W)     ADJUSTED  
 KY1122* NAVD 88     -       387.153  (meters)    1270.18   (feet)  ADJUSTED  
 KY1122  ___________________________________________________________________
 KY1122  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 KY1122  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY1122  DYNAMIC HT  -         386.972 (meters)    1269.59  (feet)  COMP
 KY1122  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 KY1122
 KY1122  HORZ ORDER  -  SECOND
 KY1122  VERT ORDER  -  SECOND    CLASS 0
 KY1122
 KY1122.The horizontal coordinates were established by classical geodetic methods
 KY1122.and adjusted by the National Geodetic Survey in April 1998..
 KY1122
 KY1122.The orthometric height was determined by differential leveling
 KY1122.and adjusted by the National Geodetic Survey in June 1991..
 KY1122
 KY1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1122
 KY1122.The geoid height was determined by GEOID03.
 KY1122
 KY1122.The dynamic height is computed by dividing the NAVD 88
 KY1122.geopotential number by the normal gravity value computed on the
 KY1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1122.degrees latitude (g = 980.6199 gals.).
 KY1122
 KY1122.The modeled gravity was interpolated from observed gravity values.
 KY1122
 KY1122;                    North         East     Units Scale Factor Converg.
 KY1122;SPC OH N     -   146,840.674   743,264.845   MT  0.99994040   +1 07 06.2
 KY1122;UTM  17      - 4,536,158.980   517,027.926   MT  0.99960357   +0 07 57.8
 KY1122
 KY1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1122!SPC OH N     -   0.99994459  x   0.99994040  =   0.99988499
 KY1122!UTM  17      -   0.99994459  x   0.99960357  =   0.99954818
 KY1122
 KY1122:                Primary Azimuth Mark                     Grid Az
 KY1122:SPC OH N     -  CALLA AZ MK                              359 23 10.6
 KY1122:UTM  17      -  CALLA AZ MK                              000 22 19.0
 KY1122
 KY1122|---------------------------------------------------------------------|
 KY1122| PID    Reference Object                     Distance      Geod. Az  |
 KY1122|                                                           dddmmss.s |
 KY1122| KY1121 CALLA AZ MK                                        0003016.8 |
 KY1122| KY1123 CALLA RM 1                           38.877 METERS 03525     |
 KY1122| KY1124 CALLA RM 2                           34.452 METERS 14927     |
 KY1122|---------------------------------------------------------------------|
 KY1122
 KY1122                          SUPERSEDED SURVEY CONTROL
 KY1122
 KY1122  NAD 83(1986)-  40 58 35.11027(N)    080 47 51.37652(W) AD(       ) 2
 KY1122  NAD 27      -  40 58 34.89700(N)    080 47 52.08300(W) AD(       ) 2
 KY1122  NGVD 29 (??/??/92)  387.315  (m)         1270.72   (f) ADJ UNCH    2 0
 KY1122
 KY1122.Superseded values are not recommended for survey control.
 KY1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1122.See file dsdata.txt to determine how the superseded data were derived.
 KY1122
 KY1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1702836159(NAD 83)
 KY1122_MARKER: DS = TRIANGULATION STATION DISK
 KY1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1122_STAMPING: CALLA 1949
 KY1122_MARK LOGO: CGS   
 KY1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1122+STABILITY: SURFACE MOTION
 KY1122
 KY1122  HISTORY     - Date     Condition        Report By
 KY1122  HISTORY     - 1950     MONUMENTED       CGS
 KY1122  HISTORY     - 1950     GOOD             CGS
 KY1122  HISTORY     - 1972     MARK NOT FOUND   LOCSUR
 KY1122  HISTORY     - 1972     GOOD             NGS
 KY1122
 KY1122                          STATION DESCRIPTION
 KY1122
 KY1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY1122'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF SALEM 4-1/2
 KY1122'MILES SOUTHWEST OF CANFIELD, 1 MILE WEST OF CALLA AND IN THE
 KY1122'NORTHEAST CORNER OF A CORN FIELD ON THE WEST SIDE OF THE
 KY1122'CANFIELD-LISBON ROAD ABOUT 0.9 MILE SOUTH OF ITS INTERSECTION WITH
 KY1122'U.S. HIGHWAY NO. 62.  IT IS 67 FEET WEST OF THE
 KY1122'CENTERLINE OF THE ROAD, 33 FEET WEST OF AN APPLE TREE AND 29 FEET
 KY1122'WEST OF A WITNESS POST.  THE MARK IS 1 FOOT BELOW THE SURFACE AND
 KY1122'IS STAMPED CALLA 1949.
 KY1122'
 KY1122'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE CENTERLINE OF THE ROAD
 KY1122'AND 3 FEET SOUTH OF CABLE POLE NO. 52 OVER 119.  THE MARK IS FLUSH
 KY1122'AND IS STAMPED CALLA NO 1 1949.
 KY1122'
 KY1122'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE CENTERLINE OF THE ROAD
 KY1122'AND 2 FEET NORTH WEST OF A SHORT POWER POLE.  THE MARK IS FLUSH
 KY1122'AND IS STAMPED CALLA NO 2 1949
 KY1122'
 KY1122'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 KY1122'FLUSH WITH THE SURFACE, 75.5 FEET EAST OF THE CENTERLINE OF A
 KY1122'DRIVEWAY LEADING TO A BRICK HOUSE, 68 FEET SOUTHWEST OF A LONE APPLE
 KY1122'TREE, 62 FEET NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY NO.
 KY1122'62, WESTERN RESERVE ROAD AND THE CANFIELD-LISBON ROAD AND 2 FEET
 KY1122'NORTHWEST OF A WITNESS POST.  THE MARK IS STAMPED CALLA 1949.
 KY1122'
 KY1122'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 62
 KY1122'AND STATE ROUTE NO. 46 IN CANFIELD, GO IN A SOUTHWESTERLY
 KY1122'DIRECTION ON HIGHWAY NO. 62 FOR 3.3 MILE TO THE JUNCTION OF THE
 KY1122'CANFIELD-LISBON ROAD AND THE WESTERN RESERVE ROAD.  THE AZIMUTH
 KY1122'MARK IS ON THE RIGHT IN THE NORTHWEST ANGLE OF THE INTERSECTION,
 KY1122'CONTINUE STRAIGHT AHEAD, CROSSING WESTERN RESERVE ROAD, AND GO
 KY1122'SOUTH ON THE CANFIELD-LISBON ROAD FOR 0.9 MILE TO THE
 KY1122'STATION MARK ON THE RIGHT.
 KY1122
 KY1122                          STATION RECOVERY (1950)
 KY1122
 KY1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KY1122'4.2 MI W FROM NORTH BENTON.
 KY1122'ABOUT 4.2 MILES WEST ALONG WESTERN RESERVE ROAD FROM THE CHURCH
 KY1122'AND CEMETERY AT NEW BUFFALO, IN THE NORTHEAST CORNER OF A CORN
 KY1122'FIELD ON THE WEST SIDE OF THE CANFIELD-LISBON ROAD, ABOUT 0.9
 KY1122'MILE SOUTH OF ITS INTERSECTION WITH U.S. 62, 67 FEET WEST OF THE
 KY1122'CENTERLINE OF THE ROAD, 33 FEET WEST OF AN APPLE TREE.  IT IS
 KY1122'29 FEET WEST OF A WITNESS POST.  A STANDARD DISK SET IN THE TOP
 KY1122'OF A CONCRETE POST AND ABOUT 1 FOOT BELOW THE SURFACE OF THE
 KY1122'GROUND.
 KY1122
 KY1122                          STATION RECOVERY (1972)
 KY1122
 KY1122'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 KY1122'RECOVERED BY ALLEGHENY SUR AND MAP
 KY1122'
 KY1122'STATION WAS SEARCHED FOR BUT NOT FOUND. RECENT GRADING AND
 KY1122'LANDSCAPING MAY HAVE DESTROYED THE MONUMENT.  RM 1 WAS NOT FOUND,
 KY1122'MAY BE COVERED OVER WITH LANDSCAPING.  RM 2 AND THE
 KY1122'AZIMUTH MARK FOUND IN GOOD CONDITION.
 KY1122
 KY1122                          STATION RECOVERY (1972)
 KY1122
 KY1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KY1122'AFTER A LENGTHY SEARCH, THE STATION AND ALL MARKS WERE RECOVERED
 KY1122'AND FOUND IN GOOD CONDITION.  HOWEVER, THE AZIMUTH MARK IS NOW
 KY1122'OBSTRUCTED BY FOLIAGE IN A LARGE OAK TREE ABOUT
 KY1122'0.15 OF A MILE NORTH OF THE STATION AND PERMISSION COULD NOT BE
 KY1122'OBTAINED TO CLEAR THE LINE, AS
 KY1122'THE PROPERTY OWNER COULD NOT BE FOUND.  THE STATION WAS OCCUPIED
 KY1122'AND THE HORIZONTAL ANGLE OBSERVED BETWEEN THE REFERENCE MARKS, AND THE
 KY1122'ANGLE OBSERVED THIS DATE CHECKED THE 1950 OBSERVATIONS WELL WITHIN THE
 KY1122'REQUIRED LIMITS.  VERTICAL ANGLES WERE OBSERVED BETWEEN THE STATION
 KY1122'AND THE REFERENCE MARKS AND SLOPE DISTANCES MEASURED.  WHEN THE
 KY1122'SLOPE MEASUREMENTS WERE REDUCED TO THE HORIZONTAL A DISCREPANCY OF
 KY1122'- 0.02 OF A FOOT WAS NOTED FOR REFERENCE
 KY1122'MARK NO. 1 AND - 0.01 OF A FOOT FOR REFERENCE MARK NO. 2.
 KY1122'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KY1122'
 KY1122'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF SALEM, ABOUT
 KY1122'4-1/2 MILES SOUTHWEST OF CANFIELD, ABOUT 1 MILE WEST OF THE SMALL
 KY1122'COMMUNITY OF CALLA, AND IS BELIEVED TO
 KY1122'BE ON PROPERTY NOW OWNED BY MR. FRANK SEXTON.
 KY1122'
 KY1122'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 KY1122'STATE ROUTE 46 IN CANFIELD, GO SOUTHWESTERLY ON U.S. HIGHWAY 62 FOR
 KY1122'0.85 OF A MILE TO THE JUNCTION OF NEW STATE ROUTE 14 BYPASS.  HERE
 KY1122'CROSS OVER STATE ROUTE 14 BYPASS AND CONTINUE SOUTHWESTERLY ON U.S.
 KY1122'HIGHWAY 62 FOR 2.5 MILES TO THE JUNCTION WITH THE CANFIELD-LISBON ROAD
 KY1122'DEAD AHEAD AND WESTERN RESERVE ROAD LEFT AT POINT WHERE U.S.
 KY1122'HIGHWAY 62 TURNS SHARP RIGHT, AND THE AZIMUTH MARK ON THE RIGHT AS
 KY1122'DESCRIBED. HERE CONTINUE STRAIGHT AHEAD,
 KY1122'SOUTHERLY, ON THE LISBON-CANFIELD ROAD FOR 0.85 OF A MILE TO THE
 KY1122'STATION ON THE RIGHT AS DESCRIBED.
 KY1122'
 KY1122'THE STATION IS 155 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 KY1122'FRANK SEXTON HOME, 131 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 KY1122'THE SEXTON HOME, 116 FEET NORTH-NORTHWEST OF A SHORT POWERLINE POLE
 KY1122'NO. 293-89, 65 FEET WEST OF THE APPROXIMATE CENTER OF THE
 KY1122'CANFIELD-LISBON ROAD, 65 FEET EAST OF UTILITY POLE NO. 293-116, 55
 KY1122'FEET SOUTHWEST OF
 KY1122'POWERLINE TRANSFORMER POLE NO. 293-TY-34, AND 38 FEET NORTH OF THE
 KY1122'APPROXIMATE CENTER OF A GRAVELED DRIVEWAY.  IT IS A STANDARD DISK SET
 KY1122'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 12 INCHES
 KY1122'BELOW THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 KY1122'CALLA 1949.
 KY1122'
 KY1122'REFERENCE MARK NO. 1 IS LOCATED NORTHEAST AND ACROSS
 KY1122'CANFIELD-LISBON ROAD FROM THE STATION, 124 FEET SOUTH-SOUTHWEST OF
 KY1122'THE SOUTHWEST CORNER OF A LARGE BARN, 70 FEET
 KY1122'NORTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 24 FEET
 KY1122'EAST OF THE APPROXIMATE CENTER OF CANFIELD-LISBON
 KY1122'ROAD, AND 1.8 FEET WEST-NORTHWEST OF TELEPHONE CABLE POLE NO.
 KY1122'293-119 64058.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 KY1122'SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 KY1122'DISK IS STAMPED CALLA NO 1 1949.
 KY1122'
 KY1122'REFERENCE MARK NO. 2 IS 158 FEET EAST OF THE SOUTHEAST CORNER OF
 KY1122'THE SEXTON HOME, 164 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 KY1122'OF THE SEXTON HOME, 60 FEET SOUTH OF THE
 KY1122'APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 23 FEET WEST OF THE
 KY1122'APPROXIMATE CENTER OF CANFIELD-LISBON ROAD, 2.0
 KY1122'FEET NORTH OF THE SHORT POWERLINE POLE NO. 293-89, AND NEAR THE
 KY1122'EAST EDGE OF THE SEXTON PROPERTY.  IT IS A STANDARD DISK SET IN
 KY1122'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 KY1122'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED CALLA NO 2 1949.
 KY1122'THE ARROW ON THIS MARK POINTS ABOUT TEN DEGREES TO THE LEFT OF THE
 KY1122'STATION MARK.
 KY1122'
 KY1122'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 KY1122'REFERENCE MARK NO. 2 IS 201.82 FEET - (61.515) METERS.
 KY1122'
 KY1122'THE AZIMUTH MARK IS ABOUT 0.85 OF A MILE NORTH OF THE STATION, 91
 KY1122'FEET EAST OF THE SOUTHEAST CORNER OF AN ARTIFICIAL BRICK SIDED HOUSE,
 KY1122'85 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTIONS
 KY1122'OF U.S. HIGHWAYS 62, CANFIELD-LISBON ROAD, AND
 KY1122'WESTERN RESERVE ROAD, 76 FEET EAST OF THE APPROXIMATE CENTER OF A
 KY1122'GRAVELED DRIVEWAY, 69 FEET SOUTHWEST OF A
 KY1122'LONE, 18-INCH APPLE TREE, 63.5 FEET EAST-NORTHEAST OF UTILITY POLE
 KY1122'NO. 12220, 61 FEET EAST-NORTHEAST OF A TELEPHONE CABLE RISER BOX,
 KY1122'14 FEET SOUTHWEST OF A LIGHT POLE, AND ON A
 KY1122'LOW BANK IN A TENDED AREA.  IT IS A STANDARD DISK SET IN THE TOP
 KY1122'OF A 14-INCH, SQUARE, FLUSH, CONCRETE
 KY1122'MONUMENT AND THE DISK IS STAMPED CALLA 1949.
 KY1122'
 KY1122'NOTE- NO WITNESS POST SET AS ALL MARKS ARE IN TENDED AREAS.
 KY1122'
 KY1122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1 MILE
 KY1122'WEST OF CALLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1121 ***********************************************************************
 KY1121  DESIGNATION -  CALLA AZ MK
 KY1121  PID         -  KY1121
 KY1121  STATE/COUNTY-  OH/MAHONING
 KY1121  USGS QUAD   -  SALEM (1994)
 KY1121
 KY1121                         *CURRENT SURVEY CONTROL
 KY1121  ___________________________________________________________________
 KY1121* NAD 83(1986)-  40 59 19.     (N)    080 47 50.     (W)     SCALED    
 KY1121* NAVD 88     -       361.715  (meters)    1186.73   (feet)  ADJUSTED  
 KY1121  ___________________________________________________________________
 KY1121  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY1121  DYNAMIC HT  -         361.546 (meters)    1186.17  (feet)  COMP
 KY1121  MODELED GRAV-     980,146.2   (mgal)                       NAVD 88
 KY1121
 KY1121  VERT ORDER  -  SECOND    CLASS 0
 KY1121
 KY1121.The horizontal coordinates were scaled from a topographic map and have
 KY1121.an estimated accuracy of +/- 6 seconds.
 KY1121
 KY1121.The orthometric height was determined by differential leveling
 KY1121.and adjusted by the National Geodetic Survey in June 1991..
 KY1121
 KY1121.The geoid height was determined by GEOID03.
 KY1121
 KY1121.The dynamic height is computed by dividing the NAVD 88
 KY1121.geopotential number by the normal gravity value computed on the
 KY1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1121.degrees latitude (g = 980.6199 gals.).
 KY1121
 KY1121.The modeled gravity was interpolated from observed gravity values.
 KY1121
 KY1121;                    North         East    Units  Estimated Accuracy
 KY1121;SPC OH N     -   148,200.      743,270.      MT  (+/- 180 meters Scaled)
 KY1121
 KY1121                          SUPERSEDED SURVEY CONTROL
 KY1121
 KY1121  NGVD 29 (??/??/92)  361.877  (m)         1187.26   (f) ADJ UNCH    2 0
 KY1121
 KY1121.Superseded values are not recommended for survey control.
 KY1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1121.See file dsdata.txt to determine how the superseded data were derived.
 KY1121
 KY1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF170375(NAD 83)
 KY1121_MARKER: DZ = AZIMUTH MARK DISK
 KY1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1121_STAMPING: CALLA 1949
 KY1121_MARK LOGO: CGS   
 KY1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1121+STABILITY: SURFACE MOTION
 KY1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1121+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 KY1121
 KY1121  HISTORY     - Date     Condition        Report By
 KY1121  HISTORY     - 1949     MONUMENTED       CGS
 KY1121  HISTORY     - 1950     GOOD             CGS
 KY1121  HISTORY     - 20060128 GOOD             GEOCAC
 KY1121
 KY1121                          STATION DESCRIPTION
 KY1121
 KY1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY1121'4.2 MI W FROM NEW BUFFALO.
 KY1121'ABOUT 4.2 MILES WEST ALONG WESTERN RESERVE ROAD FROM THE CHURCH
 KY1121'AND CEMTERY AT NEW BUFFALO, AT THE JUNCTION OF WESTERN RESERVE
 KY1121'ROAD AND U.S. 62, 105 FEET WEST OF THE EXTENDED CENTERLINE OF
 KY1121'U.S. 62, 54 FEET NORTH OF THE CENTERLINE OF WESTERN RESERVE
 KY1121'ROAD, 91 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A 2
 KY1121'STORY BRICK HOUSE.  IT IS 2 FEET NORTHWEST OF A WHITE WITNESS
 KY1121'POST AND ABOUT LEVEL OF THE HIGHWAY.  A STANDARD DISK SET IN
 KY1121'THE TOP OF A CONCRETE POST AND PROJECTING 0.0 INCHES.
 KY1121
 KY1121                          STATION RECOVERY (2006)
 KY1121
 KY1121'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1123 ***********************************************************************
 KY1123  DESIGNATION -  CALLA RM 1
 KY1123  PID         -  KY1123
 KY1123  STATE/COUNTY-  OH/MAHONING
 KY1123  USGS QUAD   -  SALEM (1994)
 KY1123
 KY1123                         *CURRENT SURVEY CONTROL
 KY1123  ___________________________________________________________________
 KY1123* NAD 83(1986)-  40 58 34.     (N)    080 47 51.     (W)     SCALED    
 KY1123* NAVD 88     -       387.742  (meters)    1272.12   (feet)  ADJUSTED  
 KY1123  ___________________________________________________________________
 KY1123  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY1123  DYNAMIC HT  -         387.560 (meters)    1271.52  (feet)  COMP
 KY1123  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 KY1123
 KY1123  VERT ORDER  -  SECOND    CLASS 0
 KY1123
 KY1123.The horizontal coordinates were scaled from a topographic map and have
 KY1123.an estimated accuracy of +/- 6 seconds.
 KY1123
 KY1123.The orthometric height was determined by differential leveling
 KY1123.and adjusted by the National Geodetic Survey in June 1991..
 KY1123
 KY1123.The geoid height was determined by GEOID03.
 KY1123
 KY1123.The dynamic height is computed by dividing the NAVD 88
 KY1123.geopotential number by the normal gravity value computed on the
 KY1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1123.degrees latitude (g = 980.6199 gals.).
 KY1123
 KY1123.The modeled gravity was interpolated from observed gravity values.
 KY1123
 KY1123;                    North         East    Units  Estimated Accuracy
 KY1123;SPC OH N     -   146,810.      743,270.      MT  (+/- 180 meters Scaled)
 KY1123
 KY1123                          SUPERSEDED SURVEY CONTROL
 KY1123
 KY1123  NGVD 29 (??/??/92)  387.903  (m)         1272.65   (f) ADJ UNCH    2 0
 KY1123
 KY1123.Superseded values are not recommended for survey control.
 KY1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1123.See file dsdata.txt to determine how the superseded data were derived.
 KY1123
 KY1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF170361(NAD 83)
 KY1123_MARKER: DR = REFERENCE MARK DISK
 KY1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1123_STAMPING: CALLA NO 1 1949
 KY1123_MARK LOGO: CGS   
 KY1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1123+STABILITY: SURFACE MOTION
 KY1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1123+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 KY1123
 KY1123  HISTORY     - Date     Condition        Report By
 KY1123  HISTORY     - 1949     MONUMENTED       CGS
 KY1123  HISTORY     - 1950     GOOD             CGS
 KY1123  HISTORY     - 20060129 GOOD             GEOCAC
 KY1123
 KY1123                          STATION DESCRIPTION
 KY1123
 KY1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY1123'5 MI W FROM NEW BUFFALO.
 KY1123'ABOUT 4.2 MILES WEST ALONG WESTERN RESERVE ROAD FROM THE CHURCH
 KY1123'AND CEMETERY AT NEW BUFFALO, THENCE ABOUT 0.85 MILE SOUTH ALONG
 KY1123'LISBON-CANFIELD ROAD, NEAR THE TOP OF A HILL AT A FARM PLACE,
 KY1123'23.5 FEET NORTH OF THE CENTERLINE OF THE LISBON-CANFIELD ROAD,
 KY1123'1.8 FEET SOUTH OF A TELEPHONE POLE 52/119, 146 FEET SOUTH OF THE
 KY1123'CENTERLINE OF A RAMP LEADING EAST TO A LARGE RED BARN.  A
 KY1123'STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND ABOUT 1 FOOT
 KY1123'ABOVE THE LEVEL OF THE CENTER OF THE ROAD AND PROJECTING ABOUT
 KY1123'2 INCHES.
 KY1123
 KY1123                          STATION RECOVERY (2006)
 KY1123
 KY1123'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1124 ***********************************************************************
 KY1124  DESIGNATION -  CALLA RM 2
 KY1124  PID         -  KY1124
 KY1124  STATE/COUNTY-  OH/MAHONING
 KY1124  USGS QUAD   -  SALEM (1994)
 KY1124
 KY1124                         *CURRENT SURVEY CONTROL
 KY1124  ___________________________________________________________________
 KY1124* NAD 83(1986)-  40 58 34.     (N)    080 47 51.     (W)     SCALED    
 KY1124* NAVD 88     -       387.993  (meters)    1272.94   (feet)  ADJUSTED  
 KY1124  ___________________________________________________________________
 KY1124  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY1124  DYNAMIC HT  -         387.811 (meters)    1272.34  (feet)  COMP
 KY1124  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 KY1124
 KY1124  VERT ORDER  -  SECOND    CLASS 0
 KY1124
 KY1124.The horizontal coordinates were scaled from a topographic map and have
 KY1124.an estimated accuracy of +/- 6 seconds.
 KY1124
 KY1124.The orthometric height was determined by differential leveling
 KY1124.and adjusted by the National Geodetic Survey in June 1991..
 KY1124
 KY1124.The geoid height was determined by GEOID03.
 KY1124
 KY1124.The dynamic height is computed by dividing the NAVD 88
 KY1124.geopotential number by the normal gravity value computed on the
 KY1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1124.degrees latitude (g = 980.6199 gals.).
 KY1124
 KY1124.The modeled gravity was interpolated from observed gravity values.
 KY1124
 KY1124;                    North         East    Units  Estimated Accuracy
 KY1124;SPC OH N     -   146,810.      743,270.      MT  (+/- 180 meters Scaled)
 KY1124
 KY1124                          SUPERSEDED SURVEY CONTROL
 KY1124
 KY1124  NGVD 29 (??/??/92)  388.154  (m)         1273.47   (f) ADJ UNCH    2 0
 KY1124
 KY1124.Superseded values are not recommended for survey control.
 KY1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1124.See file dsdata.txt to determine how the superseded data were derived.
 KY1124
 KY1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF170361(NAD 83)
 KY1124_MARKER: DR = REFERENCE MARK DISK
 KY1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1124_STAMPING: CALLA NO 2 1949
 KY1124_MARK LOGO: CGS   
 KY1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1124+STABILITY: SURFACE MOTION
 KY1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1124+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 KY1124
 KY1124  HISTORY     - Date     Condition        Report By
 KY1124  HISTORY     - 1949     MONUMENTED       CGS
 KY1124  HISTORY     - 1950     GOOD             CGS
 KY1124  HISTORY     - 20060129 GOOD             GEOCAC
 KY1124
 KY1124                          STATION DESCRIPTION
 KY1124
 KY1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY1124'5 MI W FROM NEW BUFFALO.
 KY1124'ABOUT 4.2 MILES WEST ALONG WESTERN RESERVE ROAD FROM THE CHURCH
 KY1124'AND CEMETERY AT NEW BUFFALO, THENCE ABOUT 0.85 MILE SOUTH OF
 KY1124'ALONG LISBON-CANFIELD ROAD, NEAR TOP OF A HILL AND ABOUT 100
 KY1124'YARDS EAST OF A FARM PLACE, 22.5 FEET WEST OF THE CENTERLINE
 KY1124'OF LISBON-CANFIELD ROAD, 1.3 FEET NORTH OF THE POLE IN A POWER
 KY1124'POLE LINE, ABOUT 60 YARDS SOUTH-SOUTHWEST AND ACROSS THE ROAD
 KY1124'FROM R.M. 1.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 KY1124'ABOUT LEVEL WITH THE CENTER OF THE ROAD AND ABOUT FLUSH WITH THE
 KY1124'LEVEL OF THE GROUND.
 KY1124
 KY1124                          STATION RECOVERY (2006)
 KY1124
 KY1124'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3436 ***********************************************************************
 KY3436  DESIGNATION -  CAMBRIDGE
 KY3436  PID         -  KY3436
 KY3436  STATE/COUNTY-  OH/GUERNSEY
 KY3436  USGS QUAD   -  CAMBRIDGE (1994)
 KY3436
 KY3436                         *CURRENT SURVEY CONTROL
 KY3436  ___________________________________________________________________
 KY3436* NAD 83(1995)-  40 00 42.27122(N)    081 35 35.05309(W)     ADJUSTED  
 KY3436* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 KY3436  ___________________________________________________________________
 KY3436  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 KY3436  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY3436
 KY3436  HORZ ORDER  -  FIRST
 KY3436
 KY3436.The horizontal coordinates were established by classical geodetic methods
 KY3436.and adjusted by the National Geodetic Survey in April 1998..
 KY3436
 KY3436.The orthometric height was scaled from a topographic map.
 KY3436
 KY3436.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3436
 KY3436.The geoid height was determined by GEOID03.
 KY3436
 KY3436;                    North         East     Units Scale Factor Converg.
 KY3436;SPC OH S     -   223,725.530   677,431.331   MT  0.99999580   +0 34 31.7
 KY3436;UTM  17      - 4,429,228.899   449,384.211   MT  0.99963154   -0 22 52.7
 KY3436
 KY3436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3436!SPC OH S     -   0.99995436  x   0.99999580  =   0.99995016
 KY3436!UTM  17      -   0.99995436  x   0.99963154  =   0.99958592
 KY3436
 KY3436:                Primary Azimuth Mark                     Grid Az
 KY3436:SPC OH S     -  CAMBRIDGE FIRST ME CH SPIRE              003 16 24.3
 KY3436:UTM  17      -  CAMBRIDGE FIRST ME CH SPIRE              004 13 48.7
 KY3436
 KY3436|---------------------------------------------------------------------|
 KY3436| PID    Reference Object                     Distance      Geod. Az  |
 KY3436|                                                           dddmmss.s |
 KY3436| KY3437 CAMBRIDGE FIRST ME CH SPIRE         APPROX. 1.6 KM 0035056.0 |
 KY3436| KY3439 CAMBRIDGE GUERNSEY CO CTHSE         APPROX. 1.5 KM 0095850.8 |
 KY3436| KY3438 COLUMBUS PHILADELPH AWY BN 6B       APPROX. 4.2 KM 0275553.0 |
 KY3436| KY3440 CAMBRIDGE PARK SCHOOL FINIAL        APPROX. 1.7 KM 0313815.8 |
 KY3436| CF2696 CAMBRIDGE RM 1                        3.786 METERS 04429     |
 KY3436| KY3441 CAMBRIDGE AM STEEL CO STACK         APPROX. 1.2 KM 0744400.8 |
 KY3436| CF2698 CAMBRIDGE RM 3                       12.620 METERS 13308     |
 KY3436| CF2699 CAMBRIDGE RM 4                       16.932 METERS 19934     |
 KY3436| CF2697 CAMBRIDGE RM 2                        3.584 METERS 29001     |
 KY3436| KY1500 FORD                                APPROX. 5.5 KM 3034752.9 |
 KY3436|---------------------------------------------------------------------|
 KY3436
 KY3436                          SUPERSEDED SURVEY CONTROL
 KY3436
 KY3436  NAD 83(1986)-  40 00 42.27721(N)    081 35 35.06072(W) AD(       ) 1
 KY3436  NAD 27      -  40 00 42.01600(N)    081 35 35.61300(W) AD(       ) 1
 KY3436
 KY3436.Superseded values are not recommended for survey control.
 KY3436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3436.See file dsdata.txt to determine how the superseded data were derived.
 KY3436
 KY3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME4938429229(NAD 83)
 KY3436_MARKER: DS = TRIANGULATION STATION DISK
 KY3436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3436
 KY3436  HISTORY     - Date     Condition        Report By
 KY3436  HISTORY     - 1933     MONUMENTED       LOCENG
 KY3436  HISTORY     - 1957     SEE DESCRIPTION  LOCENG
 KY3436  HISTORY     - 1977     GOOD             NGS
 KY3436
 KY3436                          STATION DESCRIPTION
 KY3436
 KY3436'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1933 (GLA)
 KY3436'STATION IS
 KY3436'ABOUT 1 MILE SOUTH
 KY3436'OF THE COURT HOUSE IN CAMBRIDGE, ON THE HIGHEST
 KY3436'POINT OF BLACKSTONE HILL, KNOWN
 KY3436'LOCALLY AS HOMINY RIDGE, IS
 KY3436'ON THE HIGHEST POINT NEAR THE CITY AND OVERLOOKING
 KY3436'IT.  STATION
 KY3436'IS 220 FEET SOUTH OF AN EAST-WEST WIRE FENCE OVER THE HILL, AND
 KY3436'PROJECTS 2 INCHES.
 KY3436'
 KY3436'TO REACH FROM THE COURT HOUSE, GO WEST ON U.S. HIGHWAY 40
 KY3436'ACROSS THE BRIDGE
 KY3436'AND TURN LEFT ON THE FIRST STREET, FOLLOW IT
 KY3436'0.3 MILE TO THE END OF THE PAVEMENT,
 KY3436'THEN CONTINUE ON THE GRAVEL
 KY3436'ROAD 0.55 MILE OR WITHIN ABOUT 50 YARDS OF THE TOP OF
 KY3436'THE GRADE,
 KY3436'HERE TURN BACK SHARPLY TO THE LEFT, GO 25 FEET AND TAKE LEFT
 KY3436'FORK OUT PAST A
 KY3436'WHITE HOUSE AND CONTINUE (NO ROAD) ALONG A PATH
 KY3436'ALONG THE SIDE OF THE HILL TO A
 KY3436'SADDLE IN THE MAIN RIDGE (TO THE
 KY3436'RIGHT), TURN RIGHT UP INTO THIS SADDLE TO THE TOP,
 KY3436'THEN RIGHT
 KY3436'AND UP TO THE TOP OF THE HILL AND THE STATION.
 KY3436'
 KY3436'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 KY3436'IN CONCRETE.
 KY3436'
 KY3436'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, SET IN
 KY3436'CONCRETE, IN THE
 KY3436'TOP OF AN OLD 10 INCH OIL WELL CASING, AND PROJECTS
 KY3436'5 INCHES.  REFERENCE MARK NO. 2 IS
 KY3436'WEST OF THE STATION, SET
 KY3436'IN A ROCK OUTCROP WHICH PROJECTS ABOUT 2 INCHES ABOVE
 KY3436'THE GROUND.
 KY3436'
 KY3436'NOTE- EITHER STATION FORD OR STATION DAVIS CAN BE USED AS
 KY3436'AN AZIMUTH MARK.
 KY3436
 KY3436                          STATION RECOVERY (1957)
 KY3436
 KY3436'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 KY3436'REPORT OF LORENZI, DODDS AND GUNNILL, ENGINEERS, BERGER BLDG.,
 KY3436'PITTSBURGH 19,
 KY3436'PENN. DATED 30 SEPT. 1957.
 KY3436'
 KY3436'STATION IS NOW 0.9 FT. WEST OF THE CENTER OF THE WEST WALL OF A
 KY3436'CONCRETE BLOCK
 KY3436'BUILDING, ABOUT 10 FEET SQUARE AND ABOUT NINE FT. HIGH, WITH A
 KY3436'FLAT ROOF PROJECTING
 KY3436'ABOUT 1.0 FOOT.  STATION CAN BE REACHED BY A GRAVEL
 KY3436'DRIVE FROM MARIETTA STREET, GOING WSW
 KY3436'TO THE STATION.  CENTRAL AREA OF
 KY3436'THE DISK HAS BEEN DEFACED WITH HAMMER AND CHISEL,
 KY3436'LEAVING THE TRIANGLE
 KY3436'INDISTINCT AND THE STAMPING ILLEGIBLE, ALTHOUGH TWO CIRCLES OF
 KY3436'LETTERING ARE
 KY3436'LEGIBLE.  DISK IS SET IN CONCRETE LIKE A STANDARD USC AND GS MARK.
 KY3436'REFERENCE MARKS WERE
 KY3436'NOT RECOVERED, AND WERE MOST LIKELY DESTROYED IN
 KY3436'THE CONSTRUCTION OF THE BUILDING AND
 KY3436'ADJOINING TELEVISION TOWERS.
 KY3436'SURFACE MARK MAY HAVE BEEN DISPLACED DURING
 KY3436'CONSTRUCTION, DUE TO ITS
 KY3436'PROXIMITY TO THE FOUNDATION OF THE BUILDING.  FORD IS STILL
 KY3436'AVAILABLE AS AN
 KY3436'AZIMUTH MARK, BUT DAVIS BLOCKED BY THE BUILDING.  BUILDING
 KY3436'ALSO PREVENTS SETTING
 KY3436'INSTRUMENT AT GROUND LEVEL OVER STATION MARK.
 KY3436
 KY3436                          STATION RECOVERY (1977)
 KY3436
 KY3436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KY3436'THE STATION WAS FOUND IN WHAT SEEMS TO BE GOOD CONDITION.  THE
 KY3436'REFERENCE MARKS WERE NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED.
 KY3436'THE ONLY AZIMUTH OBJECT VISIBLE FROM THE STATION WAS TRIANGULATION
 KY3436'STATION FORD 1933 AND REFERENCE MARKS 3 AND 4 WERE SET.  A NEW
 KY3436'DESCRIPTION FOLLOWS--
 KY3436'
 KY3436'THE STATION IS LOCATED ON THE HIGHEST POINT OF BLACKSTONE HILL
 KY3436'(LOCALLY KNOWN AS HOMINY RIDGE) AT THE CABLE TELEVISION TOWER SITE,
 KY3436'1 FOOT SOUTHWEST OF THE SOUTHWEST WALL OF A SMALL CONCRETE BLOCK
 KY3436'BUILDING ENCLOSED BY A 6 FOOT HIGH WOVEN WIRE FENCE, 6-1/2 FEET
 KY3436'NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING AND 6-1/2 FEET
 KY3436'SOUTHEAST OF THE NORTHWEST CORNER OF THE BUILDING.  THE MONUMENT
 KY3436'PROJECTS 4 INCHES AND THE DISK IS STAMPED CAMBRIDGE 1933.
 KY3436'
 KY3436'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 KY3436'MAGNETS, STAMPED CAMBRIDGE 1933 NO 3 1977, FLUSH WITH THE GROUND, 1
 KY3436'FOOT NORTH OF A POWER POLE GUY WIRE, 13 FEET SOUTHWEST OF A POWER
 KY3436'POLE, 35 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 KY3436'
 KY3436'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 KY3436'MAGNETS, 1 FOOT NORTHEAST OF THE NORTHEAST CORNER OF A WOVEN WIRE
 KY3436'FENCE ENCLOSURE (CANLE TV TOWER) AND 53 FEET SOUTHWEST OF THE
 KY3436'SOUTHWEST CORNER OF THE BUILDING.  THE MONUMENT PROJECTS 2 INCHES.
 KY3436'
 KY3436'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE SOUTH
 KY3436'OF CAMBRIDGE.
 KY3436'
 KY3436'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3437 ***********************************************************************
 KY3437  DESIGNATION -  CAMBRIDGE FIRST ME CH SPIRE
 KY3437  PID         -  KY3437
 KY3437  STATE/COUNTY-  OH/GUERNSEY
 KY3437  USGS QUAD   -  CAMBRIDGE (1994)
 KY3437
 KY3437                         *CURRENT SURVEY CONTROL
 KY3437  ___________________________________________________________________
 KY3437* NAD 83(1995)-  40 01 34.80919(N)    081 35 30.45538(W)     ADJUSTED  
 KY3437* NAVD 88     -                                                        
 KY3437  ___________________________________________________________________
 KY3437  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 KY3437  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY3437
 KY3437  HORZ ORDER  -  THIRD
 KY3437
 KY3437.The horizontal coordinates were established by classical geodetic methods
 KY3437.and adjusted by the National Geodetic Survey in April 1998..
 KY3437
 KY3437
 KY3437.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3437
 KY3437.The geoid height was determined by GEOID03.
 KY3437
 KY3437;                    North         East     Units Scale Factor Converg.
 KY3437;SPC OH S     -   225,346.971   677,524.068   MT  0.99999862   +0 34 34.6
 KY3437;UTM  17      - 4,430,847.972   449,503.968   MT  0.99963139   -0 22 50.2
 KY3437
 KY3437                          SUPERSEDED SURVEY CONTROL
 KY3437
 KY3437  NAD 83(1986)-  40 01 34.81469(N)    081 35 30.46302(W) AD(       ) 4
 KY3437  NAD 27      -  40 01 34.55000(N)    081 35 31.02000(W) AD(       ) 3
 KY3437
 KY3437.Superseded values are not recommended for survey control.
 KY3437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3437.See file dsdata.txt to determine how the superseded data were derived.
 KY3437
 KY3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME4950430848(NAD 83)
 KY3437_MARKER: 90 = CHURCH SPIRE
 KY3437
 KY3437  HISTORY     - Date     Condition        Report By
 KY3437  HISTORY     - 1933     FIRST OBSERVED   CGS
 KY3437
 KY3437                          STATION DESCRIPTION
 KY3437
 KY3437'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3439 ***********************************************************************
 KY3439  DESIGNATION -  CAMBRIDGE GUERNSEY CO CTHSE
 KY3439  PID         -  KY3439
 KY3439  STATE/COUNTY-  OH/GUERNSEY
 KY3439  USGS QUAD   -  CAMBRIDGE (1994)
 KY3439
 KY3439                         *CURRENT SURVEY CONTROL
 KY3439  ___________________________________________________________________
 KY3439* NAD 83(1995)-  40 01 31.30148(N)    081 35 23.82965(W)     ADJUSTED  
 KY3439* NAVD 88     -                                                        
 KY3439  ___________________________________________________________________
 KY3439  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 KY3439  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY3439
 KY3439  HORZ ORDER  -  THIRD
 KY3439
 KY3439.The horizontal coordinates were established by classical geodetic methods
 KY3439.and adjusted by the National Geodetic Survey in April 1998..
 KY3439
 KY3439
 KY3439.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3439
 KY3439.The geoid height was determined by GEOID03.
 KY3439
 KY3439;                    North         East     Units Scale Factor Converg.
 KY3439;SPC OH S     -   225,240.369   677,682.256   MT  0.99999843   +0 34 38.8
 KY3439;UTM  17      - 4,430,738.784   449,660.296   MT  0.99963120   -0 22 45.9
 KY3439
 KY3439                          SUPERSEDED SURVEY CONTROL
 KY3439
 KY3439  NAD 83(1986)-  40 01 31.30721(N)    081 35 23.83743(W) AD(       ) 4
 KY3439  NAD 27      -  40 01 31.04600(N)    081 35 24.39300(W) AD(       ) 3
 KY3439
 KY3439.Superseded values are not recommended for survey control.
 KY3439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3439.See file dsdata.txt to determine how the superseded data were derived.
 KY3439
 KY3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME4966030739(NAD 83)
 KY3439_MARKER: 82 = FINIAL
 KY3439
 KY3439  HISTORY     - Date     Condition        Report By
 KY3439  HISTORY     - 1933     FIRST OBSERVED   CGS
 KY3439
 KY3439                          STATION DESCRIPTION
 KY3439
 KY3439'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1351 ***********************************************************************
 JZ1351  DESIGNATION -  CAMDEN
 JZ1351  PID         -  JZ1351
 JZ1351  STATE/COUNTY-  OH/PREBLE
 JZ1351  USGS QUAD   -  EATON SOUTH (1987)
 JZ1351
 JZ1351                         *CURRENT SURVEY CONTROL
 JZ1351  ___________________________________________________________________
 JZ1351* NAD 83(1995)-  39 37 52.93663(N)    084 43 25.46212(W)     ADJUSTED  
 JZ1351* NAVD 88     -       335.568  (meters)    1100.94   (feet)  ADJUSTED  
 JZ1351  ___________________________________________________________________
 JZ1351  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 JZ1351  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JZ1351  DYNAMIC HT  -         335.377 (meters)    1100.32  (feet)  COMP
 JZ1351  MODELED GRAV-     980,048.1   (mgal)                       NAVD 88
 JZ1351
 JZ1351  HORZ ORDER  -  FIRST
 JZ1351  VERT ORDER  -  SECOND    CLASS 0
 JZ1351
 JZ1351.The horizontal coordinates were established by classical geodetic methods
 JZ1351.and adjusted by the National Geodetic Survey in May 1999..
 JZ1351
 JZ1351.The orthometric height was determined by differential leveling
 JZ1351.and adjusted by the National Geodetic Survey in June 1991..
 JZ1351
 JZ1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1351
 JZ1351.The geoid height was determined by GEOID03.
 JZ1351
 JZ1351.The dynamic height is computed by dividing the NAVD 88
 JZ1351.geopotential number by the normal gravity value computed on the
 JZ1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1351.degrees latitude (g = 980.6199 gals.).
 JZ1351
 JZ1351.The modeled gravity was interpolated from observed gravity values.
 JZ1351
 JZ1351;                    North         East     Units Scale Factor Converg.
 JZ1351;SPC OH S     -   183,455.563   409,118.906   MT  0.99994517   -1 24 39.6
 JZ1351;SPC IN E     -   487,014.642   180,949.487   MT  1.00004731   +0 36 05.3
 JZ1351;SPC IN E     - 1,597,813.87    593,665.11   sFT  1.00004731   +0 36 05.3
 JZ1351;UTM  16      - 4,389,320.208   695,351.372   MT  1.00006986   +1 27 08.5
 JZ1351
 JZ1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1351!SPC OH S     -   0.99995259  x   0.99994517  =   0.99989776
 JZ1351!SPC IN E     -   0.99995259  x   1.00004731  =   0.99999989
 JZ1351!UTM  16      -   0.99995259  x   1.00006986  =   1.00002244
 JZ1351
 JZ1351:                Primary Azimuth Mark                     Grid Az
 JZ1351:SPC OH S     -  CAMDEN RM 1 AZIMUTH                      149 59 43.5
 JZ1351:SPC IN E     -  CAMDEN RM 1 AZIMUTH                      147 58 58.6
 JZ1351:UTM  16      -  CAMDEN RM 1 AZIMUTH                      147 07 55.4
 JZ1351
 JZ1351|---------------------------------------------------------------------|
 JZ1351| PID    Reference Object                     Distance      Geod. Az  |
 JZ1351|                                                           dddmmss.s |
 JZ1351| CC8375 CAMDEN RM 1 AZIMUTH                                1483503.9 |
 JZ1351| JZ1350 CAMDEN RM 2                          45.489 METERS 16853     |
 JZ1351| JZ3273 OXFORD MUNICIPAL TANK               APPROX.13.5 KM 1864045.2 |
 JZ1351| JZ1352 CAMDEN RM 3                          36.110 METERS 28230     |
 JZ1351|---------------------------------------------------------------------|
 JZ1351
 JZ1351                          SUPERSEDED SURVEY CONTROL
 JZ1351
 JZ1351  NAD 83(1995)-  39 37 52.93685(N)    084 43 25.46190(W) AD(       ) 1
 JZ1351  NAD 83(1986)-  39 37 52.94367(N)    084 43 25.47324(W) AD(       ) 1
 JZ1351  NAD 27      -  39 37 52.75800(N)    084 43 25.63700(W) AD(       ) 1
 JZ1351  NGVD 29 (??/??/92)  335.730  (m)         1101.47   (f) ADJ UNCH    2 0
 JZ1351
 JZ1351.Superseded values are not recommended for survey control.
 JZ1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1351.See file dsdata.txt to determine how the superseded data were derived.
 JZ1351
 JZ1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9535189320(NAD 83)
 JZ1351_MARKER: DR = REFERENCE MARK DISK
 JZ1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1351_STAMPING: CAMDEN 1932 1938
 JZ1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1351+STABILITY: SURFACE MOTION
 JZ1351
 JZ1351  HISTORY     - Date     Condition        Report By
 JZ1351  HISTORY     - 1932     MONUMENTED       CGS
 JZ1351  HISTORY     - 1935     GOOD             CGS
 JZ1351  HISTORY     - 1938     GOOD             CGS
 JZ1351  HISTORY     - 1947     GOOD             NGS
 JZ1351
 JZ1351                          STATION DESCRIPTION
 JZ1351
 JZ1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 JZ1351'THE STATION IS ABOUT 4 MILES W AND 1/4 MILE N FROM THE TOWN OF
 JZ1351'CAMDEN, 2-3/4 MILES E AND 1/2 MILE S OF FAIRHAVEN, IN THE SE 1/2
 JZ1351'SEC. 11, T 6 N, R 1 E, ON LAND BELONGING TO JAMES CAMPBELL WHO LIVES
 JZ1351'IN FAIRHAVEN, ON THE HIGHEST GROUND IN THAT VICINITY 1/4 MILE NE
 JZ1351'OF MR. CAMPBELLS FARM BUILDINGS, ABOUT 100 METERS W OF A SECTION
 JZ1351'LINE GRAVEL ROAD, 9 METERS W OF A N-S FENCE LINE, AND 8 METERS
 JZ1351'S OF AN E-W FENCE LINE, THERE IS A WOODEN GATE IN THE CORNER FORMED
 JZ1351'BY THESE TWO FENCES, MARK IS ABOUT 1 FOOT BELOW THE SURFACE OF
 JZ1351'THE GROUND.
 JZ1351'
 JZ1351'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JZ1351'IN CONCRETE.
 JZ1351'
 JZ1351'REFERENCE MARK NO. 1 IS THE AZIMUTH MARK, IT IS ON THE E SIDE OF THE
 JZ1351'SECTION LINE ROAD 7 METERS E OF THE CENTER LINE, 0.3 METER W OF
 JZ1351'THE EASTERN BOUNDARY FENCE, AND 4 METERS N OF A CORNER IN THE FENCE
 JZ1351'FORMED BY A DISTINCT JOG IN THE FENCE LINE. REFERENCE MARK NO.
 JZ1351'2 IS IN A N-S FENCE LINE 52 METERS S OF ITS INTERSECTION WITH AN E-W
 JZ1351'FENCE LINE.  REFERENCE MARK NO. 3 IS IN AN E-W FENCE LINE, 43
 JZ1351'METERS W OF THE N-S FENCE LINE AND THE WOODEN GATE MENTIONED ABOVE.
 JZ1351'
 JZ1351'TO REACH THE STATION FROM CAMDEN, GO W ON THE CAMDEN-LIBERTY ROAD
 JZ1351'ABOUT 4 MILES TO A SECTION LINE ROAD TO THE N, TURN N ON THIS
 JZ1351'ROAD AND GO ABOUT 0.5 MILE TO THE STATION ON THE RISE ON THE W SIDE
 JZ1351'OF THE ROAD.
 JZ1351
 JZ1351                          STATION RECOVERY (1935)
 JZ1351
 JZ1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JZ1351'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 JZ1351'DESCRIBED. THERE IS NO CHANGE IN OWNERSHIP OF LAND.  IT IS REACHED
 JZ1351'FROM CAMDEN AS DESCRIBED. THERE ARE GRAVEL ROADS ON NEARLY ALL
 JZ1351'SECTION LINES IN THIS VICINITY.
 JZ1351
 JZ1351                          STATION RECOVERY (1938)
 JZ1351
 JZ1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ1351'STATION WAS FOUND EXACTLY AS DESCRIBED IN 1932, ALL MARKS ARE IN GOOD
 JZ1351'CONDITION.
 JZ1351
 JZ1351                          STATION RECOVERY (1947)
 JZ1351
 JZ1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 JZ1351'4.4 MI W FROM CAMDEN.
 JZ1351'4.0 MILES WEST ALONG STATE HIGHWAY 725 FROM ITS INTERSECTION
 JZ1351'WITH U.S. HIGHWAY 127 AT CAMDEN, THENCE ABOUT 0.4 MILE NORTH
 JZ1351'ALONG A GRAVEL ROAD, 356 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 JZ1351'ROAD, 26.2 FEET SOUTH OF AN EAST-WEST FENCE LINE, 29.5 FEET WEST
 JZ1351'OF A NORTH-SOUTH FENCE LINE, ON THE TOP OF THE HIGHEST POINT IN
 JZ1351'THIS VICINITY, 118.7 FEET EAST-SOUTHEAST OF R.M. 3, 149.2 FEET
 JZ1351'NORTH-NORTHWEST OF R.M. 2, AND SET IN THE TOP OF A CONCRETE POST
 JZ1351'ABOUT 1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1109 ***********************************************************************
 MC1109  DESIGNATION -  CAMDEN
 MC1109  PID         -  MC1109
 MC1109  STATE/COUNTY-  OH/LORAIN
 MC1109  USGS QUAD   -  KIPTON (1969)
 MC1109
 MC1109                         *CURRENT SURVEY CONTROL
 MC1109  ___________________________________________________________________
 MC1109* NAD 83(1995)-  41 16 26.14729(N)    082 17 45.63364(W)     ADJUSTED  
 MC1109* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 MC1109  ___________________________________________________________________
 MC1109  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 MC1109  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 MC1109
 MC1109  HORZ ORDER  -  FIRST
 MC1109
 MC1109.The horizontal coordinates were established by classical geodetic methods
 MC1109.and adjusted by the National Geodetic Survey in April 1998..
 MC1109
 MC1109.The orthometric height was scaled from a topographic map.
 MC1109
 MC1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1109
 MC1109.The geoid height was determined by GEOID03.
 MC1109
 MC1109;                    North         East     Units Scale Factor Converg.
 MC1109;SPC OH N     -   178,500.976   617,090.593   MT  0.99994560   +0 08 02.4
 MC1109;UTM  17      - 4,569,976.483   391,454.921   MT  0.99974500   -0 51 18.0
 MC1109
 MC1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1109!SPC OH N     -   0.99996277  x   0.99994560  =   0.99990837
 MC1109!UTM  17      -   0.99996277  x   0.99974500  =   0.99970778
 MC1109
 MC1109:                Primary Azimuth Mark                     Grid Az
 MC1109:SPC OH N     -  TOWNSEND RESET                           265 08 37.8
 MC1109:UTM  17      -  TOWNSEND RESET                           266 07 58.2
 MC1109
 MC1109|---------------------------------------------------------------------|
 MC1109| PID    Reference Object                     Distance      Geod. Az  |
 MC1109|                                                           dddmmss.s |
 MC1109| MC1116 TOWNSEND RESET                      APPROX.15.7 KM 2651640.2 |
 MC1109|---------------------------------------------------------------------|
 MC1109
 MC1109                          SUPERSEDED SURVEY CONTROL
 MC1109
 MC1109  NAD 83(1995)-  41 16 26.15406(N)    082 17 45.64344(W) AD(       ) 1
 MC1109  NAD 83(1986)-  41 16 26.15574(N)    082 17 45.64388(W) AD(       ) 1
 MC1109  NAD 27      -  41 16 25.97000(N)    082 17 46.05941(W) AD(       ) 1
 MC1109
 MC1109.Superseded values are not recommended for survey control.
 MC1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1109.See file dsdata.txt to determine how the superseded data were derived.
 MC1109
 MC1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9145569976(NAD 83)
 MC1109_MARKER: Z = SEE DESCRIPTION
 MC1109_SETTING: 0 = UNSPECIFIED SETTING
 MC1109_MARK LOGO: USLS  
 MC1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1109
 MC1109  HISTORY     - Date     Condition        Report By
 MC1109  HISTORY     - 1877     MONUMENTED       USLS
 MC1109  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MC1109  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 MC1109
 MC1109                          STATION DESCRIPTION
 MC1109
 MC1109'DESCRIBED BY US LAKE SURVEY 1877
 MC1109'THIS STATION
 MC1109'IS SITUATED NEAR
 MC1109'THE NORTH SIDE OF CAMDEN TOWNSHIP, LORAIN
 MC1109'COUNTY, OHIO, ABOUT ONE HALF MILE
 MC1109'NORTHEAST OF THE VILLAGE OF
 MC1109'KIPTON AND ONE THIRD MILE SOUTHEASTERLY FROM THE
 MC1109'CORNER OF LOTS
 MC1109'5 AND 6 IN CAMDEN TOWNSHIP AND 15 AND 16 IN HENRIETTA TOWNSHIP.
 MC1109'THE HEIGHT OF
 MC1109'STATION USED WAS 106 FEET.  THE GEODETIC POINT IS
 MC1109'MARKED BY A BRASS WIRE LEADED
 MC1109'INTO THE SOLID SANDSTONE ROCK,
 MC1109'BETWEEN THE LETTERS U.S. CUT THEREIN, 2-1/2 FEET
 MC1109'BELOW THE
 MC1109'SURFACE OF THE GROUND.  A STONE POST IS SET DIRECTLY OVER THE
 MC1109'GEODETIC POINT
 MC1109'AS A SURFACE MARK.  THREE STONE REFERENCE POSTS
 MC1109'ARE SET AS FOLLOWS- ONE BEARING
 MC1109'NORTH 83 DEG 18 MIN EAST, DISTANT
 MC1109'76.8 METERS, ONE BEARING SOUTH 8 DEG 19 MIN WEST,
 MC1109'DISTANT 99.8 METERS,
 MC1109'AND ONE BEARING NORTH 37 DEG 35 MIN WEST, DISTANT 44.4 METERS FROM
 MC1109'THE GEODETIC POINT.
 MC1109'THE HEIGHT OF GROUND AT THE STATION ABOVE MEAN
 MC1109'LEVEL OF LAKE ERIE IS 318.5 FEET.
 MC1109
 MC1109                          STATION RECOVERY (1959)
 MC1109
 MC1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1109'THE STATION SURFACE STONE POST, UNDERGROUND STATION MARK AND ONE
 MC1109'STONE REFERENCE
 MC1109'POST WERE RECOVERED IN GOOD CONDITION.  THE OTHER TWO STONE REFERENCE
 MC1109'POSTS WERE NOT FOUND.
 MC1109'
 MC1109'A DESCRIPTION OF THE MARKS RECOVERED AND A TO REACH THE STATION IS AS
 MC1109'FOLLOWS- THE STATION IS ABOUT
 MC1109'4-1/2 MILES WEST-SOUTHWEST OF OBERLIN AND 1/2 MILE NORTH OF KIPTON,
 MC1109'ON LAND OWNED BY THE NICHOLL STONE
 MC1109'COMPANY.
 MC1109'
 MC1109'TO REACH THE STAION FROM THE POST OFFICE IN KIPTON, GO NORTH ON STATE
 MC1109'HIGHWAY 10 FOR 0.35 MILE TO
 MC1109'THE ENTRANCE TO THE NICHOLL STONE QUARRY ON THE RIGHT.  TURN RIGHT
 MC1109'AND GO EAST ON A GRAVEL ROAD FOR 0.2
 MC1109'MILE TO THE OFFICE BUILDING.  TURN LEFT PASSING TO THE
 MC1109'LEFT OF THE OFFICE AND GO NORTHEAST BEARING TO THE
 MC1109'RIGHT, THENCE TO THE LEFT FOR 0.1
 MC1109'MILE TO THE EAST SIDE OF THE OPEN PIT QUARRY AND THE STATION.
 MC1109'
 MC1109'THE SURFACE STATION STONE POST IS A 3 BY 5 INCH POST 12 INCHES IN
 MC1109'LENGTH, LETTERS U S CUT IN THE
 MC1109'TOP, SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 76 FEET
 MC1109'NORTHWEST OF THE NORTHWEST CORNER
 MC1109'OF THE SOUTH DONKEY ENGINE BUILDING, 71 FEET SOUTHWEST OF THE
 MC1109'SOUTHWEST CORNER OF THE NORTH DONKEY
 MC1109'ENGINE BUILDING, 49 FEET EAST OF THE EAST RAIL OF
 MC1109'THE RAILROAD TRACKS, AND 18 FEET SOUTHEAST OF A 16-INCH
 MC1109'TREE STUMP.
 MC1109'
 MC1109'THE UNDERGROUND STATION MARK IS A BRASS WIRE LEADED INTO THE SOLID
 MC1109'SANDSTONE ROCK, BETWEEN THE
 MC1109'LETTERS U S CUT IN THE STONE, 2-1/2 FEET BELOW THE SURFACE OF THE
 MC1109'GROUND.
 MC1109'
 MC1109'THE STONE REFERENCE POST NORTHEAST OF THE STATION IS A 5 BY 5 INCH
 MC1109'POST, LETTERS U S CUT IN THE
 MC1109'TOP, WHICH PROJECTS 6 INCHES.  IT IS 76.8 METERS NORTHEAST OF THE
 MC1109'STATION, 36 FEET SOUTHEAST OF A
 MC1109'16-INCH TREE WHICH IS BEING USED FOR AN ANCHOR AND 10 FEET
 MC1109'NORTHEAST OF A 10-INCH MAPLE TREE.
 MC1109'
 MC1109'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION NICHOLL,
 MC1109'DISTANCE BEING 49.433 METERS
 MC1109'(162.18 FEET) WEST OF STATION NICHOLL.
 MC1109'
 MC1109'NOTE- MR. HAROLD MOORE, SUPERINTENDENT OF THE NICHOLL STONE COMPANY
 MC1109'SAID THE STATION MARK
 MC1109'WOULD BE DESTROYED IN THE FUTURE.
 MC1109
 MC1109                          STATION RECOVERY (1996)
 MC1109
 MC1109'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC1109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1349 ***********************************************************************
 JZ1349  DESIGNATION -  CAMDEN RM 1
 JZ1349  PID         -  JZ1349
 JZ1349  STATE/COUNTY-  OH/PREBLE
 JZ1349  USGS QUAD   -  EATON SOUTH (1987)
 JZ1349
 JZ1349                         *CURRENT SURVEY CONTROL
 JZ1349  ___________________________________________________________________
 JZ1349* NAD 83(1986)-  39 37 47.     (N)    084 43 21.     (W)     SCALED    
 JZ1349* NAVD 88     -       333.250  (meters)    1093.34   (feet)  ADJUSTED  
 JZ1349  ___________________________________________________________________
 JZ1349  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JZ1349  DYNAMIC HT  -         333.061 (meters)    1092.72  (feet)  COMP
 JZ1349  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 JZ1349
 JZ1349  VERT ORDER  -  SECOND    CLASS 0
 JZ1349
 JZ1349.The horizontal coordinates were scaled from a topographic map and have
 JZ1349.an estimated accuracy of +/- 6 seconds.
 JZ1349
 JZ1349.The orthometric height was determined by differential leveling
 JZ1349.and adjusted by the National Geodetic Survey in June 1991..
 JZ1349
 JZ1349.The geoid height was determined by GEOID03.
 JZ1349
 JZ1349.The dynamic height is computed by dividing the NAVD 88
 JZ1349.geopotential number by the normal gravity value computed on the
 JZ1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1349.degrees latitude (g = 980.6199 gals.).
 JZ1349
 JZ1349.The modeled gravity was interpolated from observed gravity values.
 JZ1349
 JZ1349;                    North         East    Units  Estimated Accuracy
 JZ1349;SPC OH S     -   183,270.      409,220.      MT  (+/- 180 meters Scaled)
 JZ1349
 JZ1349                          SUPERSEDED SURVEY CONTROL
 JZ1349
 JZ1349  NGVD 29 (??/??/92)  333.412  (m)         1093.87   (f) ADJ UNCH    2 0
 JZ1349
 JZ1349.Superseded values are not recommended for survey control.
 JZ1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1349.See file dsdata.txt to determine how the superseded data were derived.
 JZ1349
 JZ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ954891(NAD 83)
 JZ1349_MARKER: DR = REFERENCE MARK DISK
 JZ1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1349_STAMPING: CAMDEN NO 1 1932 1938
 JZ1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1349+STABILITY: SURFACE MOTION
 JZ1349
 JZ1349  HISTORY     - Date     Condition        Report By
 JZ1349  HISTORY     - 1938     MONUMENTED       CGS
 JZ1349  HISTORY     - 1947     GOOD             NGS
 JZ1349
 JZ1349                          STATION DESCRIPTION
 JZ1349
 JZ1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1349'4.2 MI W FROM CAMDEN.
 JZ1349'4.0 MILES WEST ALONG STATE HIGHWAY 725 FROM ITS INTERSECTION WITH
 JZ1349'U.S. HIGHWAY 127 AT CAMDEN, THENCE ABOUT 0.25 MILE NORTH ALONG
 JZ1349'A GRAVEL ROAD, 22.5 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD,
 JZ1349'0.5 FOOT WEST OF THE FENCE LINE, 12 FEET NORTH OF A FENCE CORNER
 JZ1349'FORMED BY A 4-FOOT JOG IN THE FENCE LINE, 1.5 FEET NORTH OF A
 JZ1349'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND SET
 JZ1349'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1350 ***********************************************************************
 JZ1350  DESIGNATION -  CAMDEN RM 2
 JZ1350  PID         -  JZ1350
 JZ1350  STATE/COUNTY-  OH/PREBLE
 JZ1350  USGS QUAD   -  EATON SOUTH (1987)
 JZ1350
 JZ1350                         *CURRENT SURVEY CONTROL
 JZ1350  ___________________________________________________________________
 JZ1350* NAD 83(1986)-  39 37 53.     (N)    084 43 26.     (W)     SCALED    
 JZ1350* NAVD 88     -       335.317  (meters)    1100.12   (feet)  ADJUSTED  
 JZ1350  ___________________________________________________________________
 JZ1350  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JZ1350  DYNAMIC HT  -         335.127 (meters)    1099.50  (feet)  COMP
 JZ1350  MODELED GRAV-     980,048.0   (mgal)                       NAVD 88
 JZ1350
 JZ1350  VERT ORDER  -  SECOND    CLASS 0
 JZ1350
 JZ1350.The horizontal coordinates were scaled from a topographic map and have
 JZ1350.an estimated accuracy of +/- 6 seconds.
 JZ1350
 JZ1350.The orthometric height was determined by differential leveling
 JZ1350.and adjusted by the National Geodetic Survey in June 1991..
 JZ1350
 JZ1350.The geoid height was determined by GEOID03.
 JZ1350
 JZ1350.The dynamic height is computed by dividing the NAVD 88
 JZ1350.geopotential number by the normal gravity value computed on the
 JZ1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1350.degrees latitude (g = 980.6199 gals.).
 JZ1350
 JZ1350.The modeled gravity was interpolated from observed gravity values.
 JZ1350
 JZ1350;                    North         East    Units  Estimated Accuracy
 JZ1350;SPC OH S     -   183,460.      409,110.      MT  (+/- 180 meters Scaled)
 JZ1350
 JZ1350                          SUPERSEDED SURVEY CONTROL
 JZ1350
 JZ1350  NGVD 29 (??/??/92)  335.479  (m)         1100.65   (f) ADJ UNCH    2 0
 JZ1350
 JZ1350.Superseded values are not recommended for survey control.
 JZ1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1350.See file dsdata.txt to determine how the superseded data were derived.
 JZ1350
 JZ1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ953893(NAD 83)
 JZ1350_MARKER: DR = REFERENCE MARK DISK
 JZ1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1350_STAMPING: CAMDEN NO 2 1932 1938
 JZ1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1350+STABILITY: SURFACE MOTION
 JZ1350
 JZ1350  HISTORY     - Date     Condition        Report By
 JZ1350  HISTORY     - 1932     MONUMENTED       CGS
 JZ1350  HISTORY     - 1947     GOOD             NGS
 JZ1350
 JZ1350                          STATION DESCRIPTION
 JZ1350
 JZ1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1350'4.4 MI W FROM CAMDEN.
 JZ1350'4.0 MILES WEST ALONG STATE HIGHWAY 725 FROM ITS INTERSECTION
 JZ1350'WITH U.S. HIGHWAY 127 AT CAMDEN, THENCE ABOUT 0.4 MILE NORTH ALONG
 JZ1350'A GRAVEL ROAD, 327 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 JZ1350'ROAD, 173 FEET SOUTH OF A T FENCE CORNER AND GATE, 149.2 FEET
 JZ1350'SOUTH-SOUTHEAST OF THE STATION MARK, 225 FEET SOUTHEAST OF
 JZ1350'R.M. 3, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1.3 FEET
 JZ1350'WEST OF A NORTH-SOUTH FENCE LINE, AND SET IN THE TOP OF A CONCRETE
 JZ1350'POST PROJECTING 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1352 ***********************************************************************
 JZ1352  DESIGNATION -  CAMDEN RM 3
 JZ1352  PID         -  JZ1352
 JZ1352  STATE/COUNTY-  OH/PREBLE
 JZ1352  USGS QUAD   -  EATON SOUTH (1987)
 JZ1352
 JZ1352                         *CURRENT SURVEY CONTROL
 JZ1352  ___________________________________________________________________
 JZ1352* NAD 83(1986)-  39 37 54.     (N)    084 43 27.     (W)     SCALED    
 JZ1352* NAVD 88     -       334.104  (meters)    1096.14   (feet)  ADJUSTED  
 JZ1352  ___________________________________________________________________
 JZ1352  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JZ1352  DYNAMIC HT  -         333.914 (meters)    1095.52  (feet)  COMP
 JZ1352  MODELED GRAV-     980,048.0   (mgal)                       NAVD 88
 JZ1352
 JZ1352  VERT ORDER  -  SECOND    CLASS 0
 JZ1352
 JZ1352.The horizontal coordinates were scaled from a topographic map and have
 JZ1352.an estimated accuracy of +/- 6 seconds.
 JZ1352
 JZ1352.The orthometric height was determined by differential leveling
 JZ1352.and adjusted by the National Geodetic Survey in June 1991..
 JZ1352
 JZ1352.The geoid height was determined by GEOID03.
 JZ1352
 JZ1352.The dynamic height is computed by dividing the NAVD 88
 JZ1352.geopotential number by the normal gravity value computed on the
 JZ1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1352.degrees latitude (g = 980.6199 gals.).
 JZ1352
 JZ1352.The modeled gravity was interpolated from observed gravity values.
 JZ1352
 JZ1352;                    North         East    Units  Estimated Accuracy
 JZ1352;SPC OH S     -   183,490.      409,080.      MT  (+/- 180 meters Scaled)
 JZ1352
 JZ1352                          SUPERSEDED SURVEY CONTROL
 JZ1352
 JZ1352  NGVD 29 (??/??/92)  334.266  (m)         1096.67   (f) ADJ UNCH    2 0
 JZ1352
 JZ1352.Superseded values are not recommended for survey control.
 JZ1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1352.See file dsdata.txt to determine how the superseded data were derived.
 JZ1352
 JZ1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ953893(NAD 83)
 JZ1352_MARKER: DR = REFERENCE MARK DISK
 JZ1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1352_STAMPING: CAMDEN NO 3 1932 1938
 JZ1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1352+STABILITY: SURFACE MOTION
 JZ1352
 JZ1352  HISTORY     - Date     Condition        Report By
 JZ1352  HISTORY     - 1932     MONUMENTED       CGS
 JZ1352  HISTORY     - 1947     GOOD             NGS
 JZ1352
 JZ1352                          STATION DESCRIPTION
 JZ1352
 JZ1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1352'4.4 MI W FROM CAMDEN.
 JZ1352'4.0 MILES WEST ALONG STATE HIGHWAY 725 FROM ITS INTERSECTION WITH
 JZ1352'U.S. HIGHWAY 127 AT CAMDEN, THENCE ABOUT 0.4 MILE NORTH ALONG
 JZ1352'A GRAVEL ROAD, 472 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 JZ1352'ROAD, 145 FEET WEST OF A T FENCE CORNER POST AND GATE, 118.7 FEET
 JZ1352'WEST-NORTHWEST OF THE STATION MARK, 225 FEET NORTHWEST OF R.M. NO.
 JZ1352'2, 1.3 FEET SOUTH OF THE EAST-WEST FENCE LINE, 2 FEET EAST OF
 JZ1352'A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 JZ1352'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1121 ***********************************************************************
 MC1121  DESIGNATION -  CAMP BOSS
 MC1121  PID         -  MC1121
 MC1121  STATE/COUNTY-  OH/ERIE
 MC1121  USGS QUAD   -  HURON (1979)
 MC1121
 MC1121                         *CURRENT SURVEY CONTROL
 MC1121  ___________________________________________________________________
 MC1121* NAD 83(1995)-  41 24 04.14467(N)    082 36 56.79832(W)     ADJUSTED  
 MC1121* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 MC1121  ___________________________________________________________________
 MC1121  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 MC1121  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 MC1121
 MC1121  HORZ ORDER  -  SECOND
 MC1121
 MC1121.The horizontal coordinates were established by classical geodetic methods
 MC1121.and adjusted by the National Geodetic Survey in April 1998..
 MC1121
 MC1121.The orthometric height was scaled from a topographic map.
 MC1121
 MC1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1121
 MC1121.The geoid height was determined by GEOID03.
 MC1121
 MC1121;                    North         East     Units Scale Factor Converg.
 MC1121;SPC OH N     -   192,615.989   590,318.781   MT  0.99995604   -0 04 33.8
 MC1121;UTM  17      - 4,584,549.860   364,935.607   MT  0.99982450   -1 04 07.4
 MC1121
 MC1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1121!SPC OH N     -   0.99997512  x   0.99995604  =   0.99993116
 MC1121!UTM  17      -   0.99997512  x   0.99982450  =   0.99979962
 MC1121
 MC1121|---------------------------------------------------------------------|
 MC1121| PID    Reference Object                     Distance      Geod. Az  |
 MC1121|                                                           dddmmss.s |
 MC1121| CE5837 CAMP BOSS RM 1                       30.962 METERS 00851     |
 MC1121| CE5836 CAMP BOSS AZ MK                                    1780148.3 |
 MC1121| CE5838 CAMP BOSS RM 2                       42.770 METERS 25108     |
 MC1121|---------------------------------------------------------------------|
 MC1121
 MC1121                          SUPERSEDED SURVEY CONTROL
 MC1121
 MC1121  NAD 83(1995)-  41 24 04.14813(N)    082 36 56.80904(W) AD(       ) 2
 MC1121  NAD 83(1986)-  41 24 04.15293(N)    082 36 56.81325(W) AD(       ) 2
 MC1121  NAD 27      -  41 24 03.96267(N)    082 36 57.17100(W) AD(       ) 2
 MC1121
 MC1121.Superseded values are not recommended for survey control.
 MC1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1121.See file dsdata.txt to determine how the superseded data were derived.
 MC1121
 MC1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF6493684550(NAD 83)
 MC1121_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1121_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1121
 MC1121  HISTORY     - Date     Condition        Report By
 MC1121  HISTORY     - 1956     MONUMENTED       CGS
 MC1121  HISTORY     - 1970     SEE DESCRIPTION  OHHD
 MC1121  HISTORY     - 1975     GOOD             NGS
 MC1121
 MC1121                          STATION DESCRIPTION
 MC1121
 MC1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1121'STATION IS LOCATED ABOUT 3.0 MILES WEST-NORTHWEST OF HURON, AND ABOUT
 MC1121'5-1/2 MILES NORTHEAST OF
 MC1121'SANDUSKY.  STATION IS 57 FEET NORTHWEST OF APPROXIMATE CENTER OF
 MC1121'INTERSECTION OF CAMP AND BOSS ROADS, 38
 MC1121'1/2 FEET NORTH OF APPROXIMATE CENTERLINE OF BOSS ROAD,
 MC1121'38 FEET WEST OF APPROXIMATE CENTERLINE OF
 MC1121'CAMP ROAD AND 58-1/2 FEET NORTH-NORTHWEST OF
 MC1121'POWERLINE POLE.  THE MARK IS ABOUT 12 INCHES BELOW THE
 MC1121'SURFACE OF GROUND AND THE DISK IS
 MC1121'STAMPED CAMP BOSS 1956.
 MC1121'
 MC1121'REFERENCE MARK NO. 1 IS 45 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 MC1121'BARN, AND 21-1/2 FEET WEST OF CAMP
 MC1121'ROAD.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED CAMP BOSS NO 1
 MC1121'1956.
 MC1121'
 MC1121'REFERENCE MARK NO. 2 IS 75 FEET EAST OF APPROXIMATE CENTERLINE OF
 MC1121'DRIVEWAY, AND 14 FEET SOUTH
 MC1121'OF APPROXIMATE CENTERLINE OF BOSS ROAD.  THE MARK IS SET FLUSH AND
 MC1121'THE DISK IS STAMPED CAMP BOSS NO
 MC1121'2 1956.
 MC1121'
 MC1121'AZIMUTH MARK IS 20-1/2 FEET WEST OF APPROXIMATE CENTERLINE OF CAMP
 MC1121'ROAD, 2-1/2 FEET NORTHEAST OF POWERLINE
 MC1121'POLE, AND 2 FEET NORTHWEST OF WITNESS POST.  THE MARK PROJECTS 6
 MC1121'INCHES AND THE DISK IS STAMPED CAMP
 MC1121'BOSS 1956.
 MC1121'
 MC1121'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 6 AND 250 AT THE
 MC1121'NORTHEAST CORNER OF ERIE
 MC1121'COUNTY COURTHOUSE SQUARE IN SANDUSKY, GO SOUTHERLY ON U.S. HIGHWAY
 MC1121'NO. 250 FOR 5.4 MILES TO
 MC1121'INTERSECTION AT BOGART CORNERS.  TURN LEFT AND GO EASTERLY ON BOSS
 MC1121'ROAD FOR 0.55 MILE TO FORKS.  TAKE
 MC1121'LEFT FORK AND CONTINUE EASTERLY ON BOSS ROAD FOR 1.45 TO
 MC1121'INTERSECTION OF CAMP ROAD AND STATION AS
 MC1121'DESCRIBED.  TURN RIGHT AND GO SOUTHERLY ON
 MC1121'CAMP ROAD FOR 0.4 MILE TO AZIMUTH MARK ON RIGHT (WEST) SIDE
 MC1121'OF ROAD.
 MC1121'
 MC1121'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MC1121
 MC1121                          STATION RECOVERY (1970)
 MC1121
 MC1121'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (AF)
 MC1121'CAMP BOSS-GOOD  CAMP BOSS RM 1-GOOD  CAMP BOSS RM 2-GOOD
 MC1121'
 MC1121'CAMP BOSS AZ MK-GOOD
 MC1121'
 MC1121'DISTANCE AND DIRECTION FROM NEAREST TOWN - 3 MI. W-NW OF HURON.
 MC1121
 MC1121                          STATION RECOVERY (1975)
 MC1121
 MC1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 MC1121'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 MC1121'CONDITION.  THE STATE HIGHWAY DEPARTMENT HAS MAINTAINED ALL THE
 MC1121'MARKS.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.  THE
 MC1121'STATION IS AT THE INTERSECTION OF CAMP ROAD AND BOOS ROAD.  THE
 MC1121'ORIGINAL DESCRIPTION AS IS HAS BOSS ROAD.  A DISTANCE WAS
 MC1121'MEASURED TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1276 ***********************************************************************
 MC1276  DESIGNATION -  CAMP PERRY
 MC1276  PID         -  MC1276
 MC1276  STATE/COUNTY-  OH/OTTAWA
 MC1276  USGS QUAD   -  LACARNE (1980)
 MC1276
 MC1276                         *CURRENT SURVEY CONTROL
 MC1276  ___________________________________________________________________
 MC1276* NAD 83(1995)-  41 32 47.62783(N)    083 00 48.17734(W)     ADJUSTED  
 MC1276* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 MC1276  ___________________________________________________________________
 MC1276  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 MC1276  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC1276
 MC1276  HORZ ORDER  -  THIRD
 MC1276
 MC1276.The horizontal coordinates were established by classical geodetic methods
 MC1276.and adjusted by the National Geodetic Survey in April 1998..
 MC1276.No horizontal observational check was made to the station.
 MC1276
 MC1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1276
 MC1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1276
 MC1276.The geoid height was determined by GEOID03.
 MC1276
 MC1276;                    North         East     Units Scale Factor Converg.
 MC1276;SPC OH N     -   208,884.960   557,166.599   MT  0.99997402   -0 20 14.2
 MC1276;UTM  17      - 4,601,390.931   332,073.711   MT  0.99994703   -1 20 08.3
 MC1276
 MC1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1276!SPC OH N     -   0.99997800  x   0.99997402  =   0.99995202
 MC1276!UTM  17      -   0.99997800  x   0.99994703  =   0.99992503
 MC1276
 MC1276                          SUPERSEDED SURVEY CONTROL
 MC1276
 MC1276  NAD 83(1995)-  41 32 47.62763(N)    083 00 48.17840(W) AD(       ) 3
 MC1276  NAD 83(1986)-  41 32 47.61469(N)    083 00 48.19081(W) AD(       ) 3
 MC1276  NAD 27      -  41 32 47.47973(N)    083 00 48.50738(W) AD(       ) 3
 MC1276  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 MC1276
 MC1276.Superseded values are not recommended for survey control.
 MC1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1276.See file dsdata.txt to determine how the superseded data were derived.
 MC1276
 MC1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3207401391(NAD 83)
 MC1276_MARKER: DS = TRIANGULATION STATION DISK
 MC1276_SETTING: 0 = UNSPECIFIED SETTING
 MC1276_STAMPING: CAMP PERRY AMC 1976
 MC1276_MARK LOGO: NOS   
 MC1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1276
 MC1276  HISTORY     - Date     Condition        Report By
 MC1276  HISTORY     - 1976     MONUMENTED       NOSAMC
 MC1276
 MC1276                          STATION DESCRIPTION
 MC1276
 MC1276'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1976 (RES)
 MC1276'THE STATION IS LOCATED ALONG THE SOUTH SHORE OF LAKE ERIE,
 MC1276'APPROXIMATELY 4.8 MILES WEST OF PORT CLINTON, OHIO, AND ON
 MC1276'THE GROUNDS OF THE OHIO NATIONAL GUARDS CAMP PERRY.
 MC1276'
 MC1276'TO REACH THE STATION, PROCEED WEST FROM PORT CLINTON ALONG ANY
 MC1276'ROUTE WHICH WILL LEAD YOU TO ROUTE 2.  CONTINUE ALONG ROUTE 2
 MC1276'TO THE ENTRANCE TO CAMP PERRY.  ENTER CAMP PERRY AND FOLLOW
 MC1276'THE MAIN ROAD 0.6 MILE TO AN UNMARKED ROAD ON THE RIGHT.  TURN
 MC1276'RIGHT AND CONTINUE FOR 0.2 MILE.  TURN LEFT AND CONTINUE
 MC1276'UNTIL YOU REACH THE BEACH.  TURN RIGHT AND CONTINUE TO THE END
 MC1276'OF THE ROAD AND THE STATION ON THE LEFT.
 MC1276'
 MC1276'THE STATION IS A STANDARD NATIONAL OCEAN SURVEY DISK STAMPED
 MC1276'CAMP PERRY AMC, 1976 AND IS CEMENTED FLUSH WITH THE STEPS
 MC1276'IN THE CONCRETE RETAINING WALL.  THERE WERE NO PERMANENT
 MC1276'OBJECTS TO USE AS REFERENCES.
 MC1276'
 MC1276'NO AZIMUTH OR REFERENCE MARKS WERE SET.
 MC1276'
 MC1276'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1272 ***********************************************************************
 MC1272  DESIGNATION -  CAMP PERRY ERIE ORD DEPOT TANK
 MC1272  PID         -  MC1272
 MC1272  STATE/COUNTY-  OH/OTTAWA
 MC1272  USGS QUAD   -  LACARNE (1980)
 MC1272
 MC1272                         *CURRENT SURVEY CONTROL
 MC1272  ___________________________________________________________________
 MC1272* NAD 83(1995)-  41 32 24.19292(N)    083 01 03.87403(W)     ADJUSTED  
 MC1272* NAVD 88     -                                                        
 MC1272  ___________________________________________________________________
 MC1272  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 MC1272  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC1272
 MC1272  HORZ ORDER  -  THIRD
 MC1272
 MC1272.The horizontal coordinates were established by classical geodetic methods
 MC1272.and adjusted by the National Geodetic Survey in April 1998..
 MC1272
 MC1272
 MC1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1272
 MC1272.The geoid height was determined by GEOID03.
 MC1272
 MC1272;                    North         East     Units Scale Factor Converg.
 MC1272;SPC OH N     -   208,164.147   556,798.525   MT  0.99997308   -0 20 24.5
 MC1272;UTM  17      - 4,600,676.658   331,693.144   MT  0.99994861   -1 20 18.1
 MC1272
 MC1272                          SUPERSEDED SURVEY CONTROL
 MC1272
 MC1272  NAD 83(1995)-  41 32 24.19717(N)    083 01 03.87327(W) AD(       ) 4
 MC1272  NAD 83(1986)-  41 32 24.19568(N)    083 01 03.89251(W) AD(       ) 4
 MC1272  NAD 27      -  41 32 24.01267(N)    083 01 04.19312(W) AD(       ) 3
 MC1272
 MC1272.Superseded values are not recommended for survey control.
 MC1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1272.See file dsdata.txt to determine how the superseded data were derived.
 MC1272
 MC1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3169300677(NAD 83)
 MC1272_MARKER: 51 = TANK
 MC1272
 MC1272  HISTORY     - Date     Condition        Report By
 MC1272  HISTORY     - 1956     FIRST OBSERVED   CGS
 MC1272  HISTORY     - 1976     GOOD             NGS
 MC1272  HISTORY     - 1983     GOOD             USPSQD
 MC1272
 MC1272                          STATION DESCRIPTION
 MC1272
 MC1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1272'STATION IS LOCATED NEAR THE U.S. ARMY ORDNANCE DEPOT IN THE
 MC1272'WESTERN SECTION OF
 MC1272'CAMP PERRY.  STATION IS OF STEEL CONSTRUCTION ABOUT 130 FEET HIGH AND
 MC1272'IS PAINTED RED AND WHITE.  THE POINT
 MC1272'INTERSECTED WAS THE BALL FINIAL.
 MC1272
 MC1272                          STATION RECOVERY (1976)
 MC1272
 MC1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1272'STATION IS LOCATED NEAR THE U.S. ARMY ORDNANCE DEPOT IN THE WESTERN
 MC1272'SECTION OF CAMP PERRY.  STATION IS OF STEEL CONSTRUCTION ABOUT 130
 MC1272'FEET HIGH AND IS PAINTED RED AND WHITE.  THE POINT INTERSECTED WAS
 MC1272'THE BALL FINIAL.
 MC1272
 MC1272                          STATION RECOVERY (1983)
 MC1272
 MC1272'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 MC1272'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1275 ***********************************************************************
 MC1275  DESIGNATION -  CAMP PERRY ERIE ORD DEPOT STK
 MC1275  PID         -  MC1275
 MC1275  STATE/COUNTY-  OH/OTTAWA
 MC1275  USGS QUAD   -  LACARNE (1980)
 MC1275
 MC1275                         *CURRENT SURVEY CONTROL
 MC1275  ___________________________________________________________________
 MC1275* NAD 83(1995)-  41 32 29.69914(N)    083 01 47.95220(W)     ADJUSTED  
 MC1275* NAVD 88     -                                                        
 MC1275  ___________________________________________________________________
 MC1275  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 MC1275  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC1275
 MC1275  HORZ ORDER  -  THIRD
 MC1275
 MC1275.The horizontal coordinates were established by classical geodetic methods
 MC1275.and adjusted by the National Geodetic Survey in April 1998..
 MC1275
 MC1275
 MC1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1275
 MC1275.The geoid height was determined by GEOID03.
 MC1275
 MC1275;                    North         East     Units Scale Factor Converg.
 MC1275;SPC OH N     -   208,340.150   555,777.911   MT  0.99997330   -0 20 53.4
 MC1275;UTM  17      - 4,600,870.412   330,675.775   MT  0.99995284   -1 20 47.5
 MC1275
 MC1275                          SUPERSEDED SURVEY CONTROL
 MC1275
 MC1275  NAD 83(1995)-  41 32 29.70226(N)    083 01 47.95198(W) AD(       ) 4
 MC1275  NAD 83(1986)-  41 32 29.70180(N)    083 01 47.97102(W) AD(       ) 4
 MC1275  NAD 27      -  41 32 29.51803(N)    083 01 48.26695(W) AD(       ) 3
 MC1275
 MC1275.Superseded values are not recommended for survey control.
 MC1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1275.See file dsdata.txt to determine how the superseded data were derived.
 MC1275
 MC1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3067600870(NAD 83)
 MC1275
 MC1275  HISTORY     - Date     Condition        Report By
 MC1275  HISTORY     - UNK      MONUMENTED
 MC1275  HISTORY     - 1956     SEE DESCRIPTION  CGS
 MC1275  HISTORY     - 1976     GOOD             NGS
 MC1275  HISTORY     - 1983     GOOD             USPSQD
 MC1275
 MC1275                          STATION DESCRIPTION
 MC1275
 MC1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1275'STATION IS LOCATED NEAR THE U.S. ARMY ORDNANCE DEPOT IN THE
 MC1275'WESTERN SECTION OF
 MC1275'CAMP PERRY.  STATION IS OF RED BRICK CONSTRUCTION, AND ABOUT 160 FEET
 MC1275'HIGH.  THE POINT INTERSECTED WAS THE
 MC1275'CENTER OF STACK.
 MC1275'
 MC1275'PROBABLY THE SAME AS CAMP PERRY, STACK 1928.
 MC1275
 MC1275                          STATION RECOVERY (1976)
 MC1275
 MC1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1275'STATION IS LOCATED NEAR THE U.S. ARMY ORDNANCE DEPOT IN THE WESTERN
 MC1275'SECTION OF CAMP PERRY.  STATION IS OF RED BRICK CONSTRUCTION, AND
 MC1275'ABOUT 160 FEET HIGH.  THE POINT INTERSECTED WAS THE CENTER OF
 MC1275'STACK.
 MC1275'
 MC1275'PROBABLY THE SAME AS CAMP PERRY, STACK 1928.
 MC1275
 MC1275                          STATION RECOVERY (1983)
 MC1275
 MC1275'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 MC1275'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1273 ***********************************************************************
 MC1273  DESIGNATION -  CAMP PERRY NE WATER TANK
 MC1273  PID         -  MC1273
 MC1273  STATE/COUNTY-  OH/OTTAWA
 MC1273  USGS QUAD   -  LACARNE (1980)
 MC1273
 MC1273                         *CURRENT SURVEY CONTROL
 MC1273  ___________________________________________________________________
 MC1273* NAD 83(1995)-  41 32 44.68137(N)    083 00 55.65596(W)     ADJUSTED  
 MC1273* NAVD 88     -                                                        
 MC1273  ___________________________________________________________________
 MC1273  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 MC1273  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC1273
 MC1273  HORZ ORDER  -  THIRD
 MC1273
 MC1273.The horizontal coordinates were established by classical geodetic methods
 MC1273.and adjusted by the National Geodetic Survey in April 1998..
 MC1273
 MC1273
 MC1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1273
 MC1273.The geoid height was determined by GEOID03.
 MC1273
 MC1273;                    North         East     Units Scale Factor Converg.
 MC1273;SPC OH N     -   208,795.085   556,992.739   MT  0.99997390   -0 20 19.1
 MC1273;UTM  17      - 4,601,304.101   331,898.317   MT  0.99994776   -1 20 13.2
 MC1273
 MC1273                          SUPERSEDED SURVEY CONTROL
 MC1273
 MC1273  NAD 83(1995)-  41 32 44.68568(N)    083 00 55.65490(W) AD(       ) 4
 MC1273  NAD 83(1986)-  41 32 44.68406(N)    083 00 55.67458(W) AD(       ) 4
 MC1273  NAD 27      -  41 32 44.50086(N)    083 00 55.97548(W) AD(       ) 3
 MC1273
 MC1273.Superseded values are not recommended for survey control.
 MC1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1273.See file dsdata.txt to determine how the superseded data were derived.
 MC1273
 MC1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3189801304(NAD 83)
 MC1273
 MC1273  HISTORY     - Date     Condition        Report By
 MC1273  HISTORY     - 1956     MONUMENTED       CGS
 MC1273  HISTORY     - 1976     GOOD             NGS
 MC1273  HISTORY     - 1983     GOOD             USPSQD
 MC1273
 MC1273                          STATION DESCRIPTION
 MC1273
 MC1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1273'STATION IS LOCATED IN THE NORTHEAST EDGE OF CAMP PERRY.  STATION
 MC1273'IS OF STEEL
 MC1273'CONSTRUCTION ABOUT 130 FEET HIGH, AND IS PAINTED BLACK AND YELLOW.
 MC1273'
 MC1273'THE POINT INTERSECTED WAS THE BALL FINIAL.
 MC1273
 MC1273                          STATION RECOVERY (1976)
 MC1273
 MC1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1273'STATION IS LOCATED IN THE NORTHEAST EDGE OF CAMP PERRY.  STATION
 MC1273'IS OF STEEL CONSTRUCTION ABOUT 130 FT. HIGH, AND IS PAINTED BLACK
 MC1273'AND YELLOW.
 MC1273'
 MC1273'THE POINT INTERSECTED WAS THE BALL FINIAL.
 MC1273
 MC1273                          STATION RECOVERY (1983)
 MC1273
 MC1273'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 MC1273'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1270 ***********************************************************************
 MC1270  DESIGNATION -  CAMP PERRY OBSERVATION TOWER
 MC1270  PID         -  MC1270
 MC1270  STATE/COUNTY-  OH/OTTAWA
 MC1270  USGS QUAD   -  LACARNE (1980)
 MC1270
 MC1270                         *CURRENT SURVEY CONTROL
 MC1270  ___________________________________________________________________
 MC1270* NAD 83(1995)-  41 32 31.56202(N)    083 02 52.10049(W)     ADJUSTED  
 MC1270* NAVD 88     -                                                        
 MC1270  ___________________________________________________________________
 MC1270  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 MC1270  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC1270
 MC1270  HORZ ORDER  -  THIRD
 MC1270
 MC1270.The horizontal coordinates were established by classical geodetic methods
 MC1270.and adjusted by the National Geodetic Survey in April 1998..
 MC1270
 MC1270
 MC1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1270
 MC1270.The geoid height was determined by GEOID03.
 MC1270
 MC1270;                    North         East     Units Scale Factor Converg.
 MC1270;SPC OH N     -   208,406.806   554,291.477   MT  0.99997337   -0 21 35.6
 MC1270;UTM  17      - 4,600,962.957   329,190.753   MT  0.99995905   -1 21 30.1
 MC1270
 MC1270                          SUPERSEDED SURVEY CONTROL
 MC1270
 MC1270  NAD 83(1995)-  41 32 31.56319(N)    083 02 52.10273(W) AD(       ) 4
 MC1270  NAD 83(1986)-  41 32 31.56420(N)    083 02 52.12426(W) AD(       ) 4
 MC1270  NAD 27      -  41 32 31.38000(N)    083 02 52.43000(W) AD(       ) 3
 MC1270
 MC1270.Superseded values are not recommended for survey control.
 MC1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1270.See file dsdata.txt to determine how the superseded data were derived.
 MC1270
 MC1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2919100963(NAD 83)
 MC1270
 MC1270  HISTORY     - Date     Condition        Report By
 MC1270  HISTORY     - UNK      MONUMENTED
 MC1270  HISTORY     - 1976     GOOD             NGS
 MC1270  HISTORY     - 1983     GOOD             USPSQD
 MC1270
 MC1270                          STATION DESCRIPTION
 MC1270
 MC1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1270'NO DESCRIPTION AVAILABLE.
 MC1270
 MC1270                          STATION RECOVERY (1983)
 MC1270
 MC1270'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 MC1270'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1274 ***********************************************************************
 MC1274  DESIGNATION -  CAMP PERRY SE WATER TANK
 MC1274  PID         -  MC1274
 MC1274  STATE/COUNTY-  OH/OTTAWA
 MC1274  USGS QUAD   -  LACARNE (1980)
 MC1274
 MC1274                         *CURRENT SURVEY CONTROL
 MC1274  ___________________________________________________________________
 MC1274* NAD 83(1995)-  41 32 15.40719(N)    083 01 50.23135(W)     ADJUSTED  
 MC1274* NAVD 88     -                                                        
 MC1274  ___________________________________________________________________
 MC1274  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 MC1274  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC1274
 MC1274  HORZ ORDER  -  THIRD
 MC1274
 MC1274.The horizontal coordinates were established by classical geodetic methods
 MC1274.and adjusted by the National Geodetic Survey in April 1998..
 MC1274
 MC1274
 MC1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1274
 MC1274.The geoid height was determined by GEOID03.
 MC1274
 MC1274;                    North         East     Units Scale Factor Converg.
 MC1274;SPC OH N     -   207,899.567   555,722.404   MT  0.99997273   -0 20 54.9
 MC1274;UTM  17      - 4,600,430.872   330,612.601   MT  0.99995310   -1 20 48.6
 MC1274
 MC1274                          SUPERSEDED SURVEY CONTROL
 MC1274
 MC1274  NAD 83(1995)-  41 32 15.41140(N)    083 01 50.23041(W) AD(       ) 4
 MC1274  NAD 83(1986)-  41 32 15.40979(N)    083 01 50.24959(W) AD(       ) 4
 MC1274  NAD 27      -  41 32 15.22697(N)    083 01 50.54839(W) AD(       ) 3
 MC1274
 MC1274.Superseded values are not recommended for survey control.
 MC1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1274.See file dsdata.txt to determine how the superseded data were derived.
 MC1274
 MC1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3061300431(NAD 83)
 MC1274
 MC1274  HISTORY     - Date     Condition        Report By
 MC1274  HISTORY     - 1956     MONUMENTED       CGS
 MC1274  HISTORY     - 1976     GOOD             NGS
 MC1274  HISTORY     - 1983     GOOD             NGS
 MC1274
 MC1274                          STATION DESCRIPTION
 MC1274
 MC1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1274'STATION IS LOCATED IN THE SOUTHEAST EDGE OF CAMP PERRY.  STATION
 MC1274'IS OF STEEL
 MC1274'CONSTRUCTION ABOUT 90 FEET HIGH AND PAINTED BLACK AND YELLOW.
 MC1274'
 MC1274'THE POINT INTERSECTED WAS THE BALL FINIAL.
 MC1274
 MC1274                          STATION RECOVERY (1976)
 MC1274
 MC1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1274'STATION IS LOCATED IN THE SOUTHEAST EDGE OF CAMP PERRY.  STATION
 MC1274'IS OF STEEL CONSTRUCTION ABOUT 90 FEET HIGH AND PAINTED BLACK
 MC1274'AND YELLOW.
 MC1274'
 MC1274'THE POINT INTERSECTED WAS THE BALL FINIAL.
 MC1274
 MC1274                          STATION RECOVERY (1983)
 MC1274
 MC1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (MS)
 MC1274'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2031 ***********************************************************************
 MB2031  DESIGNATION -  CAMPBELL
 MB2031  PID         -  MB2031
 MB2031  STATE/COUNTY-  OH/MAHONING
 MB2031  USGS QUAD   -  LAKE MILTON (1979)
 MB2031
 MB2031                         *CURRENT SURVEY CONTROL
 MB2031  ___________________________________________________________________
 MB2031* NAD 83(1995)-  41 05 56.79435(N)    080 54 09.56391(W)     ADJUSTED  
 MB2031* NAVD 88     -       333.     (meters)    1093.     (feet)  SCALED    
 MB2031  ___________________________________________________________________
 MB2031  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 MB2031  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB2031
 MB2031  HORZ ORDER  -  THIRD
 MB2031
 MB2031.The horizontal coordinates were established by classical geodetic methods
 MB2031.and adjusted by the National Geodetic Survey in April 1998..
 MB2031
 MB2031.The orthometric height was scaled from a topographic map.
 MB2031
 MB2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2031
 MB2031.The geoid height was determined by GEOID03.
 MB2031
 MB2031;                    North         East     Units Scale Factor Converg.
 MB2031;SPC OH N     -   160,295.768   734,175.618   MT  0.99993929   +1 02 57.8
 MB2031;UTM  17      - 4,549,763.821   508,174.451   MT  0.99960082   +0 03 50.4
 MB2031
 MB2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2031!SPC OH N     -   0.99995309  x   0.99993929  =   0.99989239
 MB2031!UTM  17      -   0.99995309  x   0.99960082  =   0.99955393
 MB2031
 MB2031|---------------------------------------------------------------------|
 MB2031| PID    Reference Object                     Distance      Geod. Az  |
 MB2031|                                                           dddmmss.s |
 MB2031| CX3361 CAMPBELL RM 1                        25.510 METERS 06013     |
 MB2031| CX3360 CAMPBELL AZ MK                                     0952634.7 |
 MB2031| CX3362 CAMPBELL RM 2                        25.240 METERS 30011     |
 MB2031|---------------------------------------------------------------------|
 MB2031
 MB2031                          SUPERSEDED SURVEY CONTROL
 MB2031
 MB2031  NAD 83(1986)-  41 05 56.79917(N)    080 54 09.56554(W) AD(       ) 3
 MB2031  NAD 27      -  41 05 56.59600(N)    080 54 10.25400(W) AD(       ) 3
 MB2031
 MB2031.Superseded values are not recommended for survey control.
 MB2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2031.See file dsdata.txt to determine how the superseded data were derived.
 MB2031
 MB2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0817449764(NAD 83)
 MB2031_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2031
 MB2031  HISTORY     - Date     Condition        Report By
 MB2031  HISTORY     - 1950     MONUMENTED       CGS
 MB2031  HISTORY     - 20060728 MARK NOT FOUND   GEOCAC
 MB2031
 MB2031                          STATION DESCRIPTION
 MB2031
 MB2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2031'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF NORTH JACKSON, 4
 MB2031'MILES EAST OF LAKE MILTON AND ON
 MB2031'THE SOUTH SIDE OF STATE ROUTE ON PROPERTY OF MR. L.D. CAMPBELL.  IT
 MB2031'IS 70 FEET SOUTH OF THE CENTERLINE OF
 MB2031'STATE ROUTE NO 18, 14 FEET NORTH OF A GUY POLE, 13.5 FEET WEST
 MB2031'OF THE CENTERLINE OF A BARNYARD DRIVEWAY,
 MB2031'11.5 FEET NORTH OF A WITNESS POST AND 9 INCHES
 MB2031'BELOW THE SURFACE.  THE MARK IS STAMPED CAMPBELL 1950.
 MB2031'
 MB2031'REFERENCE MARK NO. 1 IS 29.6 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 MB2031'NO 18, 2 FEET WEST OF A CABLE
 MB2031'POLE NO 52 OVER 31 AND 20 INCHES NORTH OF AN CAST-WEST FENCELINE.  IT
 MB2031'IS STAMPED CAMPBELL NO 1 1950.
 MB2031'
 MB2031'REFERENCE MARK NO. 2 IS 33 FEET EAST OF THE CENTERLINE OF A DRIVEWAY
 MB2031'LEADING TO MR. CAMPBELLS
 MB2031'RESIDENCE, 26.5 FEET SOUTH OF THE CENTERLINE OF HIGHWAY NO 18 AND 2
 MB2031'FEET NORTHEAST OF TELEPHONE POLE NO
 MB2031'52 OVER 32.  THE MARK IS STAMPED CAMPBELL NO 2 1950.
 MB2031'
 MB2031'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST 18
 MB2031'1/2 FEET WEST OF THE CENTERLINE OF
 MB2031'THE ELLSWORTH STATION BAILEYS CORNERS ROAD, 2-1/2 FEET NORTHWEST OF
 MB2031'TELEPHONE POLE NO 4 COVER 4, 2 FEET
 MB2031'NORTHWEST OF A WITNESS POST AND ON THE EAST EDGE OF
 MB2031'A CULTIVATED FIELD.  THE MARK IS STAMPED CAMPBELL
 MB2031'1950.
 MB2031'
 MB2031'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES NO 45 AND
 MB2031'NO 18 IN NORTH JACKSON, GO WEST
 MB2031'ON STATE ROUTE NO 18 FOR 2.3 MILES TO THE TOP OF THE GRADE AND THE
 MB2031'STATION SITE JUST EAST OF A SIGN
 MB2031'BIRCH CREST FARM.
 MB2031'
 MB2031'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON ROUTE NO 18 FOR
 MB2031'0.8 MILE TO THE INTERSECTION
 MB2031'WITH THE ELLSWORTH STATION-BAILEYS CORNERS ROAD THENCE RIGHT FOR 0.1
 MB2031'MILE TO THE MARK ON THE RIGHT.
 MB2031
 MB2031                          STATION RECOVERY (2006)
 MB2031
 MB2031'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2031'THE STATION WAS NOT FOUND, BUT REFERENCE MARKS 1 AND 2 WERE FOUND IN
 MB2031'GOOD CONDITION. MEASUREMENTS FOR THE AZIMUTH FELL UNDER THE PAVEMENT
 MB2031'OF THE WIDENED BAILEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1473 ***********************************************************************
 JY1473  DESIGNATION -  CAMPBELL
 JY1473  PID         -  JY1473
 JY1473  STATE/COUNTY-  OH/HIGHLAND
 JY1473  USGS QUAD   -  MARTINSVILLE (1960)
 JY1473
 JY1473                         *CURRENT SURVEY CONTROL
 JY1473  ___________________________________________________________________
 JY1473* NAD 83(1995)-  39 15 11.86556(N)    083 46 05.88353(W)     ADJUSTED  
 JY1473* NAVD 88     -       322.1    (meters)    1057.     (feet)  GPS OBS   
 JY1473  ___________________________________________________________________
 JY1473  X           -     536,864.089 (meters)                     COMP
 JY1473  Y           -  -4,916,581.863 (meters)                     COMP
 JY1473  Z           -   4,014,314.497 (meters)                     COMP
 JY1473  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 JY1473  ELLIP HEIGHT-         289.24  (meters)          (10/07/05) GPS OBS
 JY1473  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JY1473
 JY1473  HORZ ORDER  -  FIRST
 JY1473  ELLP ORDER  -  FOURTH    CLASS I
 JY1473
 JY1473.The horizontal coordinates were established by GPS observations
 JY1473.and adjusted by the National Geodetic Survey in April 1998..
 JY1473
 JY1473.The orthometric height was determined by GPS observations and a
 JY1473.high-resolution geoid model.
 JY1473
 JY1473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1473
 JY1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1473
 JY1473.The ellipsoidal height was determined by GPS observations
 JY1473.and is referenced to NAD 83.
 JY1473
 JY1473.The geoid height was determined by GEOID03.
 JY1473
 JY1473;                    North         East     Units Scale Factor Converg.
 JY1473;SPC OH S     -   139,901.016   490,534.781   MT  0.99993851   -0 48 17.1
 JY1473;UTM  17      - 4,348,538.713   261,126.271   MT  1.00030263   -1 45 08.9
 JY1473
 JY1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1473!SPC OH S     -   0.99995462  x   0.99993851  =   0.99989314
 JY1473!UTM  17      -   0.99995462  x   1.00030263  =   1.00025724
 JY1473
 JY1473|---------------------------------------------------------------------|
 JY1473| PID    Reference Object                     Distance      Geod. Az  |
 JY1473|                                                           dddmmss.s |
 JY1473| CE5840 CAMPBELL RM 1                        23.844 METERS 07731     |
 JY1473| CE5841 CAMPBELL RM 2                        32.059 METERS 19438     |
 JY1473| JY1463 LYNCHBURG MUNICIPAL TANK            APPROX. 2.1 KM 2401157.8 |
 JY1473| CE5839 CAMPBELL AZ MK                                     2722343.1 |
 JY1473|---------------------------------------------------------------------|
 JY1473
 JY1473                          SUPERSEDED SURVEY CONTROL
 JY1473
 JY1473  NAD 83(1995)-  39 15 11.87061(N)    083 46 05.88918(W) AD(       ) 1
 JY1473  NAD 83(1986)-  39 15 11.87219(N)    083 46 05.88943(W) AD(       ) 1
 JY1473  NAD 83(1986)-  39 15 11.86820(N)    083 46 05.90219(W) AD(       ) 1
 JY1473  NAD 27      -  39 15 11.64500(N)    083 46 06.17400(W) AD(       ) 1
 JY1473
 JY1473.Superseded values are not recommended for survey control.
 JY1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1473.See file dsdata.txt to determine how the superseded data were derived.
 JY1473
 JY1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6112648539(NAD 83)
 JY1473_MARKER: DD = SURVEY DISK
 JY1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1473_SP_SET: CONCRETE POST
 JY1473_STAMPING: CAMPBELL 1939
 JY1473_MARK LOGO: CGS   
 JY1473_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1473+STABILITY: SURFACE MOTION
 JY1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1473+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1993
 JY1473
 JY1473  HISTORY     - Date     Condition        Report By
 JY1473  HISTORY     - 1939     MONUMENTED       CGS
 JY1473  HISTORY     - 1939     GOOD             CGS
 JY1473  HISTORY     - 1973     GOOD             NGS
 JY1473  HISTORY     - 19930728 GOOD             CSPC
 JY1473
 JY1473                          STATION DESCRIPTION
 JY1473
 JY1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JY1473'THIS STATION IS LOCATED ABOUT 1.9 MILES BY ROAD NORTHEAST OF
 JY1473'LYNCHBURG, ON THE SOUTH SIDE OF A MACADAM HIGHWAY KNOWN AS THE
 JY1473'PANHANDLE ROAD, IN THE NORTHWEST CORNER OF A SMALL PASTURE LOT, ON
 JY1473'PROPERTY OWNED BY MR. E. J. CAMPBELL, WHO LIVES ABOUT 200 FEET
 JY1473'SOUTHEAST OF THE STATION.  THE STATION MARK IS 38.5 FEET SOUTH OF THE
 JY1473'CENTER LINE OF THE MACADAM ROAD, 19 FEET SOUTH OF THE NORTH FENCE
 JY1473'LINE OF THE PASTURE, 24 FEET EAST OF THE WEST FENCE LINE, 27.5 FEET
 JY1473'SOUTHEAST OF THE NORTHWEST FENCE CORNER.  THE MARK IS SET 18
 JY1473'INCHES BELOW THE SURFACE.
 JY1473'
 JY1473'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JY1473'DISKS SET IN CONCRETE.
 JY1473'
 JY1473'R.M. NO. 1 IS EAST NORTHEAST OF THE STATION, SET 1 FOOT SOUTH OF THE
 JY1473'FENCE LINE, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  THE MARK
 JY1473'PROJECTS 8 INCHES.
 JY1473'
 JY1473'R.M. NO. 2 IS SOUTH SOUTHWEST OF THE STATION, SET 1.5 FEET NORTH OF
 JY1473'THE SOUTHWEST FENCE CORNER, 1 FOOT EAST OF THE WEST FENCE LINE.  THE
 JY1473'MARK PROJECTS 6 INCHES.
 JY1473'
 JY1473'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST OF THE STATION, SET
 JY1473'ON THE NORTH SIDE OF THE MACADAM HIGHWAY, 18 FEET NORTH OF THE
 JY1473'CENTER LINE, 1 FOOT SOUTH OF THE FENCE LINE.  THE MARK PROJECTS 8
 JY1473'INCHES.
 JY1473'
 JY1473'TO REACH THE STATION FROM THE MAIN STREET IN LYNCHBURG, GO NORTH ON
 JY1473'STATE ROUTE 134 FOR 0.8 MILE TO A MACADAM ROAD EAST, TURN RIGHT AND
 JY1473'GO 1.1 MILES TO MR. CAMPBELLS FARM ON THE RIGHT AND THE STATION.
 JY1473'
 JY1473'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 JY1473
 JY1473                          STATION RECOVERY (1939)
 JY1473
 JY1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 JY1473'RECOVERED IN GOOD CONDITION.
 JY1473
 JY1473                          STATION RECOVERY (1973)
 JY1473
 JY1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (VDN)
 JY1473'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO BE
 JY1473'IN GOOD CONDITION AS DESCRIBED.
 JY1473'
 JY1473'A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT WAS NOT RECOVERED AT THIS
 JY1473'TIME.
 JY1473'CAMPBELL 1939 RM 3.
 JY1473'
 JY1473'THE STATION IS ON PROPERTY OWNED BY MR. EVERTT L. CRAMTON.  RT. 2
 JY1473'LYNCHBURG, OHIO.  PHONE NO. 364-2848 WHO GAVE PERMISSION.
 JY1473'
 JY1473'TO REACH THE STATION FROM THE POST OFFICE IN LYNCHBURG, GO NORTH
 JY1473'FOLLOWING STATE HIGHWAY 134 FOR 0.75 MILE TO A SIDE ROAD RIGHT
 JY1473'(PANHANDLE ROAD).  TURN RIGHT, GO EASTERLY FOLLOWING PANHANDLE ROAD
 JY1473'FOR 1.2 MILE TO THE STATION ON THE RIGHT IN A SMALL PASTURE AND
 JY1473'MR.  CRAMTON LIVES IN THE HOUSE TO THE EAST OF THE STATION.
 JY1473'
 JY1473'PLACE THE REFERENCE MARK 30 FEET SOUTH OF THE STATION AND THE MARK
 JY1473'IS TO BE SET 18 IN. BELOW THE SURFACE OF THE GROUND.
 JY1473
 JY1473                          STATION RECOVERY (1993)
 JY1473
 JY1473'RECOVERY NOTE BY COLUMBUS SOUTHERN POWER COMPANY 1993
 JY1473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1997 ***********************************************************************
 MB1997  DESIGNATION -  CAMPBELL STANDPIPE
 MB1997  PID         -  MB1997
 MB1997  STATE/COUNTY-  OH/MAHONING
 MB1997  USGS QUAD   -  CAMPBELL (1979)
 MB1997
 MB1997                         *CURRENT SURVEY CONTROL
 MB1997  ___________________________________________________________________
 MB1997* NAD 83(1995)-  41 04 31.09970(N)    080 35 01.24210(W)     ADJUSTED  
 MB1997* NAVD 88     -                                                        
 MB1997  ___________________________________________________________________
 MB1997  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 MB1997  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 MB1997
 MB1997  HORZ ORDER  -  THIRD
 MB1997
 MB1997.The horizontal coordinates were established by classical geodetic methods
 MB1997.and adjusted by the National Geodetic Survey in April 1998..
 MB1997
 MB1997
 MB1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1997
 MB1997.The geoid height was determined by GEOID03.
 MB1997
 MB1997;                    North         East     Units Scale Factor Converg.
 MB1997;SPC OH N     -   158,192.716   761,023.673   MT  0.99993915   +1 15 32.1
 MB1997;SPC PA N     -   104,802.869   361,908.044   MT  0.99997457   -1 52 28.5
 MB1997;SPC PA N     -   343,840.75  1,187,359.97   sFT  0.99997457   -1 52 28.5
 MB1997;SPC PA S     -   197,247.841   361,895.871   MT  1.00001888   -1 50 18.5
 MB1997;SPC PA S     -   647,137.29  1,187,320.04   sFT  1.00001888   -1 50 18.5
 MB1997;UTM  17      - 4,547,200.225   534,973.449   MT  0.99961505   +0 16 24.8
 MB1997
 MB1997                          SUPERSEDED SURVEY CONTROL
 MB1997
 MB1997  NAD 83(1986)-  41 04 31.10373(N)    080 35 01.24672(W) AD(       ) 4
 MB1997  NAD 27      -  41 04 30.89400(N)    080 35 01.98600(W) AD(       ) 3
 MB1997
 MB1997.Superseded values are not recommended for survey control.
 MB1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1997.See file dsdata.txt to determine how the superseded data were derived.
 MB1997
 MB1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3497347200(NAD 83)
 MB1997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1997+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 MB1997
 MB1997  HISTORY     - Date     Condition        Report By
 MB1997  HISTORY     - 1950     MONUMENTED       CGS
 MB1997  HISTORY     - 20051230 GOOD             GEOCAC
 MB1997
 MB1997                          STATION DESCRIPTION
 MB1997
 MB1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB1997'THE STATION INTERSECTED WAS THE ROUND BALL ON THE SUMMIT OF THE
 MB1997'STANDPIPE.  THE
 MB1997'STANDPIPE IS THE PROPERTY OF THE CITY OF CAMPBELL WATER DEPARTMENT
 MB1997'AND IS LOCATED ON THE CORNER OF TENNEY
 MB1997'AND OXFORD STREETS.  IT IS OF STEEL CONSTRUCTION, 68 FEET
 MB1997'HIGH, 50 FEET IN DIAMETER AND IS PAINTED GREY.  IT
 MB1997'HAS A CAPACITY OF 1 MILLION GALLONS AND
 MB1997'WAS ERECTED IN 1934.
 MB1997
 MB1997                          STATION RECOVERY (2005)
 MB1997
 MB1997'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 MB1997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2256 ***********************************************************************
 JX2256  DESIGNATION -  CAMPORT
 JX2256  PID         -  JX2256
 JX2256  STATE/COUNTY-  OH/GUERNSEY
 JX2256  USGS QUAD   -  BYESVILLE (1994)
 JX2256
 JX2256                         *CURRENT SURVEY CONTROL
 JX2256  ___________________________________________________________________
 JX2256* NAD 83(1995)-  39 58 34.02506(N)    081 34 43.01016(W)     ADJUSTED  
 JX2256* NAVD 88     -       243.4    (meters)     799.     (feet)  VERTCON   
 JX2256  ___________________________________________________________________
 JX2256  X           -     716,821.222 (meters)                     COMP
 JX2256  Y           -  -4,841,797.677 (meters)                     COMP
 JX2256  Z           -   4,076,088.508 (meters)                     COMP
 JX2256  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 JX2256  ELLIP HEIGHT-         209.54  (meters)          (10/07/05) GPS OBS
 JX2256  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JX2256
 JX2256  HORZ ORDER  -  THIRD
 JX2256  ELLP ORDER  -  FOURTH    CLASS I
 JX2256
 JX2256.This mark is at Cambridge Municipal Airport (CDI)
 JX2256
 JX2256.The horizontal coordinates were established by GPS observations
 JX2256.and adjusted by the National Geodetic Survey in April 1998..
 JX2256
 JX2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2256
 JX2256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX2256
 JX2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2256
 JX2256.The ellipsoidal height was determined by GPS observations
 JX2256.and is referenced to NAD 83.
 JX2256
 JX2256.The geoid height was determined by GEOID03.
 JX2256
 JX2256;                    North         East     Units Scale Factor Converg.
 JX2256;SPC OH S     -   219,782.775   678,705.896   MT  0.99998918   +0 35 04.7
 JX2256;UTM  17      - 4,425,266.848   450,592.338   MT  0.99963005   -0 22 18.3
 JX2256
 JX2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2256!SPC OH S     -   0.99996713  x   0.99998918  =   0.99995631
 JX2256!UTM  17      -   0.99996713  x   0.99963005  =   0.99959719
 JX2256
 JX2256:                Primary Azimuth Mark                     Grid Az
 JX2256:SPC OH S     -  CAMPORT AZ MK                            196 43 16.2
 JX2256:UTM  17      -  CAMPORT AZ MK                            197 40 39.2
 JX2256
 JX2256|---------------------------------------------------------------------|
 JX2256| PID    Reference Object                     Distance      Geod. Az  |
 JX2256|                                                           dddmmss.s |
 JX2256| JX2259 CAMPORT AZ MK                       459.100 METERS 1971820.9 |
 JX2256|---------------------------------------------------------------------|
 JX2256
 JX2256                          SUPERSEDED SURVEY CONTROL
 JX2256
 JX2256  ELLIP H (04/01/98)  209.61   (m)                       GP(       ) 4 1
 JX2256  NAD 83(1986)-  39 58 34.03122(N)    081 34 43.01404(W) AD(       ) 3
 JX2256  NAD 27      -  39 58 33.78797(N)    081 34 43.56800(W) AD(       ) 3
 JX2256  NGVD 29 (02/23/89)  243.7    (m)          800.     (f) GPS OBS        
 JX2256
 JX2256.Superseded values are not recommended for survey control.
 JX2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2256.See file dsdata.txt to determine how the superseded data were derived.
 JX2256
 JX2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME5059225267(NAD 83)
 JX2256_MARKER: DH = HORIZONTAL CONTROL DISK
 JX2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2256_SP_SET: CONCRETE POST
 JX2256_STAMPING: CAMPORT 1986
 JX2256_MARK LOGO: NGS   
 JX2256_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2256+STABILITY: SURFACE MOTION
 JX2256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2256+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1990
 JX2256
 JX2256  HISTORY     - Date     Condition        Report By
 JX2256  HISTORY     - 1986     MONUMENTED       NGS
 JX2256  HISTORY     - 19870911 GOOD
 JX2256  HISTORY     - 19890101 GOOD             OH-119
 JX2256  HISTORY     - 19901030 GOOD             NGS
 JX2256
 JX2256                          STATION DESCRIPTION
 JX2256
 JX2256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JX2256'THE STATION IS LOCATED 3 MILES SOUTH OF CAMBRIDGE AT THE CAMBRIDGE
 JX2256'MUNICIPAL AIRPORT IN FRONT OF THE ADMINISTRATION BUILDING.
 JX2256'STATION MARKS ARE STANDARD DISKS STAMPED --CAMPORT 1986--.  THE
 JX2256'SURFACE MARK IS SET IN A 30 CM ( 12 INCH) DIAMETER FLUSH CONCRETE
 JX2256'MONUMENT AND IS 17.2 METERS (56.3 FEET) SOUTH THE EAST CORNER AND 8.2
 JX2256'METERS (26.8 FEET) EAST OF THE SOUTH CORNER OF THE ADMINISTRATION
 JX2256'BUILDING, 25.6 METERS (84 FEET) SOUTHWEST OF THE TWIN GAS PUMPS, 7.74
 JX2256'METERS (24.5 FEET) SOUTH OF THE FLAGPOLE AND 1.83 METERS (6.0 FEET)
 JX2256'NORTHEAST OF THE EDGE OF A PAVED PARKING AREA.  THE UNDERGROUND MARK
 JX2256'IS SET 91 CM ( 36 INCHES BELOW GROUND LEVEL.
 JX2256'TYPED BY JAMES MALONEY 9/04/87.
 JX2256
 JX2256                          STATION RECOVERY (1987)
 JX2256
 JX2256'RECOVERED 1987
 JX2256'RECOVERED IN GOOD CONDITION.
 JX2256
 JX2256                          STATION RECOVERY (1989)
 JX2256
 JX2256'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1989
 JX2256'THE STATION IS LOCATED 5 KM (3.10 MI) S OF CAMBRIDGE AT THE CAMBRIDGE
 JX2256'MUNICIPAL AIRPORT IN FRONT OF THE ADMINISTRATION BUILDING.
 JX2256'THE STATION MARK IS SET ATOP A 0.3 M (1.0 FT) DIAMETER FLUSH CONCRETE
 JX2256'MONUMENT.  IT IS 17.2 M (56.4 FT) S OF THE E CORNER AND 8.2 M
 JX2256'(26.9 FT) E OF THE S CORNER OF THE ADMINISTRATION BUILDING, 25.6 M
 JX2256'(84.0 FT) SW OF TWIN GAS PUMPS, 7.47 M (24.5 FT) S OF THE FLAGPOLE AND
 JX2256'1.83 M (6.0 FT) NE OF THE EDGE OF A PAVED PARKING AREA.  THE
 JX2256'UNDERGROUND MARK IS SET 0.91 M (3.0 FT) BELOW GROUND LEVEL.
 JX2256'THE AZ MK IS 0.5 KM (0.30 MI) SW OF THE STATION AT THE SW END OF THE
 JX2256'RUNWAY AND AT THE SE EDGE OF A GRASSY AREA INSIDE A CIRCULAR
 JX2256'TURNAROUND.  AZ MK DISKS ARE STAMPED---CAMPORT 1986---AND THE SURFACE
 JX2256'MARK IS SET IN A 0.25 M (0.8 FT) DIAMETER FLUSH CONCRETE MONUMENT.  IT
 JX2256'IS 21.95 M (72.0 FT) NE OF THE SW END OF THE RUNWAY, 19.5 M (64.0 FT)
 JX2256'SE OF A CATCH BASIN IN THE MIDDLE OF THE TURNAROUND, AND 2.4 M
 JX2256'(7.9 FT) NW OF THE NW EDGE OF THE RUNWAY.  THE UNDERGROUND MARK IS SET
 JX2256'0.81 M (2.7 FT) BELOW GROUND LEVEL.
 JX2256
 JX2256                          STATION RECOVERY (1990)
 JX2256
 JX2256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JX2256'THE STATION IS LOCATED ABOUT 4.82 KM (3.00 MI) SOUTH OF CAMBRIDGE, AT
 JX2256'THE CAMBRIDGE MUNICIPAL AIRPORT AND IN THE FRONT LAWN EAST OF THE
 JX2256'SOUTH CORNER OF THE ADMINISTRATION BUILDING.  OWNERSHIP CITY OF
 JX2256'CAMBRIDGE, CITY HALL, CAMBBRIDGE, OH 43725, AIRPORT MANAGER IS PAT
 JX2256'HEAVILIN (614)439-2885.
 JX2256'TO REACH THE STATION FROM THE JUNCTION OF WESTBOUND LANE OF INTERSTATE
 JX2256'70 AND STATE HIGHWAY 209 (EXIT 178) ON THE SOUTH SIDE OF CAMBRIDGE,
 JX2256'GO SOUTH ON STATE HIGHWAY 209 FOR 1.77 KM (1.10 MI) TO THE JUNCTION
 JX2256'OF STATE HIGHWAY 660 ON THE RIGHT, TURN RIGHT, WEST, ON HIGHWAY 660
 JX2256'FOR 0.8 KM (0.5 MI) TO THE AIRPORT ENTRANCE ON THE LEFT, TURN LEFT,
 JX2256'SOUTHEAST, ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A GATE, PASS
 JX2256'THRU THE GATE AND ONTO THE APRON AND CONTINUE AHEAD TO THE SOUTH SIDE
 JX2256'OF THE LAWN OF THE AIRPORT OFFICE AND THE STATION ON THE RIGHT.
 JX2256'THE STATION IS FLUSH WITH THE GROUND LOCATED 9.1 M (29.9 FT) NORTH OF
 JX2256'THE WEST CORNER OF THE APRON, 7.5 M (24.6 FT) SOUTH-SOUTHEAST OF THE
 JX2256'FLAG POLE, 6.2 M (20.3 FT) EAST OF THE SOUTH CORNER OF THE AIRPORT
 JX2256'OFFICE, 1.9 M (6.2 FT) SOUTHWEST OF THE SOUTHWEST ONE OF TWO ENTRANCE
 JX2256'SIDEWALKS AND 1.85 M (6.07 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 JX2256'APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2259 ***********************************************************************
 JX2259  SACS        -  This is a Secondary Airport Control Station.
 JX2259  DESIGNATION -  CAMPORT AZ MK
 JX2259  PID         -  JX2259
 JX2259  STATE/COUNTY-  OH/GUERNSEY
 JX2259  USGS QUAD   -  BYESVILLE (1994)
 JX2259
 JX2259                         *CURRENT SURVEY CONTROL
 JX2259  ___________________________________________________________________
 JX2259* NAD 83(1995)-  39 58 19.81372(N)    081 34 48.76525(W)     ADJUSTED  
 JX2259* NAVD 88     -       243.06   (meters)     797.4    (feet)  GPS OBS   
 JX2259  ___________________________________________________________________
 JX2259  X           -     716,727.322 (meters)                     COMP
 JX2259  Y           -  -4,842,095.970 (meters)                     COMP
 JX2259  Z           -   4,075,752.367 (meters)                     COMP
 JX2259  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 JX2259  ELLIP HEIGHT-         209.18  (meters)          (10/07/05) GPS OBS
 JX2259  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JX2259
 JX2259  HORZ ORDER  -  FIRST
 JX2259  ELLP ORDER  -  FIFTH     CLASS I
 JX2259
 JX2259.This mark is at Cambridge Municipal Airport (CDI)
 JX2259
 JX2259.The horizontal coordinates were established by GPS observations
 JX2259.and adjusted by the National Geodetic Survey in July 1997..
 JX2259
 JX2259.The orthometric height was determined by GPS observations and a
 JX2259.high-resolution geoid model.
 JX2259
 JX2259.GPS derived orthometric heights for airport stations designated as
 JX2259.PACS or SACS are published to 2 decimal places.  This maintains
 JX2259.centimeter relative accuracy between the PACS and SACS.  It does
 JX2259.not indicate centimeter accuracy relative to other marks which are
 JX2259.part of the NAVD 88 network.
 JX2259
 JX2259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX2259
 JX2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2259
 JX2259.The ellipsoidal height was determined by GPS observations
 JX2259.and is referenced to NAD 83.
 JX2259
 JX2259.The geoid height was determined by GEOID03.
 JX2259
 JX2259;                    North         East     Units Scale Factor Converg.
 JX2259;SPC OH S     -   219,343.092   678,573.808   MT  0.99998847   +0 35 01.0
 JX2259;UTM  17      - 4,424,829.588   450,452.980   MT  0.99963022   -0 22 21.9
 JX2259
 JX2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2259!SPC OH S     -   0.99996719  x   0.99998847  =   0.99995566
 JX2259!UTM  17      -   0.99996719  x   0.99963022  =   0.99959742
 JX2259
 JX2259:                Primary Azimuth Mark                     Grid Az
 JX2259:SPC OH S     -  CAMPORT                                  016 43 16.2
 JX2259:UTM  17      -  CAMPORT                                  017 40 39.1
 JX2259
 JX2259|---------------------------------------------------------------------|
 JX2259| PID    Reference Object                     Distance      Geod. Az  |
 JX2259|                                                           dddmmss.s |
 JX2259| JX2256 CAMPORT                             459.100 METERS 0171817.2 |
 JX2259| AB6070 CDI A                               435.623 METERS 0275237.9 |
 JX2259|---------------------------------------------------------------------|
 JX2259
 JX2259                          SUPERSEDED SURVEY CONTROL
 JX2259
 JX2259  ELLIP H (07/01/97)  209.22   (m)                       GP(       ) 5 1
 JX2259  NAD 83(1986)-  39 58 19.82010(N)    081 34 48.76967(W) AD(       ) 3
 JX2259  NAD 27      -  39 58 19.57674(N)    081 34 49.32354(W) AD(       ) 3
 JX2259  NGVD 29 (02/23/89)  243.4    (m)          799.     (f) GPS OBS        
 JX2259
 JX2259.Superseded values are not recommended for survey control.
 JX2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2259.See file dsdata.txt to determine how the superseded data were derived.
 JX2259
 JX2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME5045324830(NAD 83)
 JX2259_MARKER: DZ = AZIMUTH MARK DISK
 JX2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2259_SP_SET: CONCRETE POST
 JX2259_STAMPING: CAMPORT 1986
 JX2259_MARK LOGO: NGS   
 JX2259_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2259+STABILITY: SURFACE MOTION
 JX2259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2259+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1995
 JX2259
 JX2259  HISTORY     - Date     Condition        Report By
 JX2259  HISTORY     - 1986     MONUMENTED       NGS
 JX2259  HISTORY     - 19870911 GOOD
 JX2259  HISTORY     - 19950823 GOOD             NGS
 JX2259
 JX2259                          STATION DESCRIPTION
 JX2259
 JX2259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JX2259'THE STATION IS LOCATED 3 MILES SOUTH OF CAMBRIDGE AT THE CAMBRIDGE
 JX2259'MUNICIPAL AIRPORT IN FROM THE ADMINISTRATION BUILDING.
 JX2259'THE AZ MK IS 0.3 MIL SOUTHWEST OF THE STATION AT THE SOUTHWEST END OF
 JX2259'THE RUNWAY AND AT THE SOUTHEAST EDGE OF A GRASSY AREA INSIDE A CIR.
 JX2259'TURNAROUND.  AZ MK DISK ARE STAMPED ---CAMPORT 1986--- AND THE SURFACE
 JX2259'MARK IS SET IN A 25 CM ( 10 INCH) DIAMETER FLUSH CONCRETE MONUMENT.
 JX2259'IT IS 21.95 METERS (72.0 FEET) NORTHEAST OF THE SOUTHWEST END OF THE
 JX2259'RUNWAY, 19.5 METERS (64.0 FEET ) SOUTHEAST OF A CATCH BASIN IN THE
 JX2259'MIDDLE OF THE TURNAROUND AND 2.4 METERS (8.0 FEET) NORTHWEST OF THE
 JX2259'NORTHWEST RUNWAY.  THE UNDERGROUND MARK IS SET 81 CM (32 INCHES) BELOW
 JX2259'GROUND LEVEL.
 JX2259'TYPED BY JAMES MALONEY 9/04/87.
 JX2259
 JX2259                          STATION RECOVERY (1987)
 JX2259
 JX2259'RECOVERED 1987
 JX2259'RECOVERED IN GOOD CONDITION.
 JX2259
 JX2259                          STATION RECOVERY (1995)
 JX2259
 JX2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JX2259'THE STATION IS LOCATED ABOUT 4.82 KM (3.00 MI) SOUTH OF CAMBRIDGE, AT
 JX2259'THE CAMBRIDGE MUNICIPAL AIRPORT.  IN THE GRASS, NEAR THE SOUTHWEST END
 JX2259'OF RUNWAY END 4, ALONG THE NORTHWEST SIDE OF THE RUNWAY, SOUTHWEST OF
 JX2259'A CLOSED RAMP.  OWNERSHIP--CITY OF CAMBRIDGE, CITY HALL, CAMBRIDGE,
 JX2259'OH.  43725.  AIRPORT MANAGER PAT HEAVILIN, PHONE 614-439-2885.
 JX2259'NOTE--THIS STATION WAS SELECTED AS A (SACS) .  TO REACH THE STATION
 JX2259'FROM THE JUNCTION OF INTERSTATE HIGHWAY I-70 AND STATE HIGHWAY 209
 JX2259'(EXIT 178) ON THE SOUTH SIDE OF CAMBRIDGE, GO SOUTHERLY 1.95 KM (1.20
 JX2259'MI) ALONG HIGHWAY 209, TO STATE HIGHWAY 660 ON THE RIGHT.  TURN RIGHT,
 JX2259'SOUTHWEST, 0.83 KM (0.50 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.
 JX2259'TURN LEFT, SOUTHEAST, 0.04 KM (0.00 MI) ALONG ENTRANCE ROAD, TO A ROAD
 JX2259'RIGHT.  TURN RIGHT, SOUTHWEST, 0.07 KM (0.05 MI) PASSING THROUGH GATE,
 JX2259'AND ALONG NORTHWEST SIDE OF HANGAR, TO A PARKING LOT.  TURN LEFT,
 JX2259'SOUTHEAST, 0.03 KM (0.00 MI) TO THE APRON.  CONTINUE ACROSS APRON AND
 JX2259'TAXI 0.15 KM (0.10 MI) TO THE RUNWAY.  TURN RIGHT, SOUTHWEST, 0.48 KM
 JX2259'(0.30 MI) ALONG RUNWAY TO THE STATION ON THE RIGHT.  STATION IS 117.0
 JX2259'M (383.9 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE TURN AROUND NEAR
 JX2259'RUNWAY END 4, 21.5 M (70.5 FT) SOUTHWEST OF A CLOSED RAMP CENTER, 13.9
 JX2259'M (45.6 FT) NORTHWEST OF THE RUNWAY CENTERLINE, 0.5 M (1.6 FT) EAST OF
 JX2259'A RUNWAY LIGHT, AND THE MONUMENT IS 0.2 M (0.7 FT) BELOW THE LEVEL OF
 JX2259'THE RUNWAY AND FLUSH WITH THE GROUND SURFACE.  BY R.G. HAYES THIS IS A
 JX2259'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8051 ***********************************************************************
 AI8051  DESIGNATION -  CAN3
 AI8051  PID         -  AI8051
 AI8051  STATE/COUNTY-  OH/WAYNE
 AI8051  USGS QUAD   -  CRESTON (1994)
 AI8051
 AI8051                         *CURRENT SURVEY CONTROL
 AI8051  ___________________________________________________________________
 AI8051* NAD 83(1995)-  40 58 02.56193(N)    081 53 56.78600(W)     ADJUSTED  
 AI8051* NAVD 88     -       301.4    (meters)     989.     (feet)  GPS OBS   
 AI8051  ___________________________________________________________________
 AI8051  X           -     679,664.921 (meters)                     COMP
 AI8051  Y           -  -4,775,041.267 (meters)                     COMP
 AI8051  Z           -   4,159,864.196 (meters)                     COMP
 AI8051  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AI8051  ELLIP HEIGHT-         268.14  (meters)          (10/07/05) GPS OBS
 AI8051  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AI8051
 AI8051  HORZ ORDER  -  FIRST
 AI8051  ELLP ORDER  -  FOURTH    CLASS I
 AI8051
 AI8051.The horizontal coordinates were established by GPS observations
 AI8051.and adjusted by the National Geodetic Survey in October 2000..
 AI8051
 AI8051.The orthometric height was determined by GPS observations and a
 AI8051.high-resolution geoid model.
 AI8051
 AI8051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8051
 AI8051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8051
 AI8051.The ellipsoidal height was determined by GPS observations
 AI8051.and is referenced to NAD 83.
 AI8051
 AI8051.The geoid height was determined by GEOID03.
 AI8051
 AI8051;                    North         East     Units Scale Factor Converg.
 AI8051;SPC OH N     -   144,612.786   650,577.742   MT  0.99994067   +0 23 41.1
 AI8051;UTM  17      - 4,535,524.951   424,345.994   MT  0.99967044   -0 35 22.2
 AI8051
 AI8051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8051!SPC OH N     -   0.99995794  x   0.99994067  =   0.99989861
 AI8051!UTM  17      -   0.99995794  x   0.99967044  =   0.99962840
 AI8051
 AI8051                          SUPERSEDED SURVEY CONTROL
 AI8051
 AI8051.No superseded survey control is available for this station.
 AI8051
 AI8051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2434635525(NAD 83)
 AI8051_MARKER: DD = SURVEY DISK
 AI8051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8051_STAMPING: CAN3 1998
 AI8051_MARK LOGO: OH-169
 AI8051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8051+STABILITY: SURFACE MOTION
 AI8051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8051+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI8051
 AI8051  HISTORY     - Date     Condition        Report By
 AI8051  HISTORY     - 1998     MONUMENTED       OH-169
 AI8051
 AI8051                          STATION DESCRIPTION
 AI8051
 AI8051'DESCRIBED BY WAYNE COUNTY OHIO 1998 (TAS)
 AI8051'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES (2.4 KM) SOUTH FROM THE
 AI8051'CENTER OF THE VILLAGE OF CRESTON ON THE EAST SIDE OF STATE ROUTE 3
 AI8051'OPPOSITE THE NORWAYNE HIGH SCHOOL IN THE CENTER OF A DRIVE LOOP IN
 AI8051'FRONT OF A SMALL BUILDING.  MARK IS A STANDARD BRASS SURVEY CAP SET IN
 AI8051'THE CENTER OF A 12 INCH ROUND CONCRETE MASS PROJECTING 48 INCHES IN
 AI8051'DEPTH AND FLUSH WITH THE GROUND SURFACE.  THE MARK IS 25.5 FEET (7.8
 AI8051'M) EAST OF THE EAST EDGE OF ROUTE 3, 101.3 FEET (30.9 M) SOUTHWEST
 AI8051'FROM POLE, AND 104.2 FEET (31.8 M) NORTHWEST FROM POLE, AND 1 FOOT
 AI8051'(0.3 M) WEST OF 4 FOOT (1.2 M) HIGH CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1357 ***********************************************************************
 JY1357  DESIGNATION -  CANAAN
 JY1357  PID         -  JY1357
 JY1357  STATE/COUNTY-  OH/ATHENS
 JY1357  USGS QUAD   -  ATHENS (1995)
 JY1357
 JY1357                         *CURRENT SURVEY CONTROL
 JY1357  ___________________________________________________________________
 JY1357* NAD 83(1995)-  39 19 24.99294(N)    082 01 16.89082(W)     ADJUSTED  
 JY1357* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 JY1357  ___________________________________________________________________
 JY1357  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 JY1357  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JY1357
 JY1357  HORZ ORDER  -  SECOND
 JY1357
 JY1357.The horizontal coordinates were established by classical geodetic methods
 JY1357.and adjusted by the National Geodetic Survey in April 1998..
 JY1357
 JY1357.The orthometric height was scaled from a topographic map.
 JY1357
 JY1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1357
 JY1357.The geoid height was determined by GEOID03.
 JY1357
 JY1357;                    North         East     Units Scale Factor Converg.
 JY1357;SPC OH S     -   147,047.373   641,270.638   MT  0.99993647   +0 18 13.3
 JY1357;UTM  17      - 4,353,186.122   411,962.120   MT  0.99969543   -0 38 50.2
 JY1357
 JY1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1357!SPC OH S     -   0.99995848  x   0.99993647  =   0.99989495
 JY1357!UTM  17      -   0.99995848  x   0.99969543  =   0.99965392
 JY1357
 JY1357|---------------------------------------------------------------------|
 JY1357| PID    Reference Object                     Distance      Geod. Az  |
 JY1357|                                                           dddmmss.s |
 JY1357| CE5842 CANAAN RM 1                           3.292 METERS 07000     |
 JY1357| CE5843 CANAAN RM 2                           5.430 METERS 17433     |
 JY1357| JY1355 TUCKER 1944 AZ MK                   APPROX. 1.5 KM 3325718.4 |
 JY1357|---------------------------------------------------------------------|
 JY1357
 JY1357                          SUPERSEDED SURVEY CONTROL
 JY1357
 JY1357  NAD 83(1986)-  39 19 24.99442(N)    082 01 16.89672(W) AD(       ) 2
 JY1357  NAD 27      -  39 19 24.72700(N)    082 01 17.38800(W) AD(       ) 2
 JY1357
 JY1357.Superseded values are not recommended for survey control.
 JY1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1357.See file dsdata.txt to determine how the superseded data were derived.
 JY1357
 JY1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1196253186(NAD 83)
 JY1357_MARKER: DS = TRIANGULATION STATION DISK
 JY1357_SETTING: 66 = SET IN ROCK OUTCROP
 JY1357
 JY1357  HISTORY     - Date     Condition        Report By
 JY1357  HISTORY     - 1944     MONUMENTED       CGS
 JY1357
 JY1357                          STATION DESCRIPTION
 JY1357
 JY1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JY1357'STATION IS LOCATED ABOUT 4-1/2 MILES E OF ATHENS, 1-1/2 MILES W OF
 JY1357'CANAANVILLE, ON THE SUMMIT OF A PROMINENT BARE KNOB, ON LAND OWNED
 JY1357'BY MRS. MARY ROBINSON.  IT IS ON THE HIGHEST POINT OF THE HILL AND 7
 JY1357'FEET W OF A WITNESS POST.  THE DISK IS STAMPED CANAAN 1944.
 JY1357'
 JY1357'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN
 JY1357'OUTCROPPING BEDROCK.
 JY1357'
 JY1357'REFERENCE MARK 1 IS 7 FEET NE OF THE WITNESS POST AND IS STAMPED
 JY1357'CANAAN NO 1 1944.
 JY1357'
 JY1357'REFERENCE MARK 2 IS 16 FEET S OF THE WITNESS POST AND IS STAMPED
 JY1357'CANAAN NO 2 1944.
 JY1357'
 JY1357'STATION TUCKER WAS USED AS AN AZIMUTH MARK AND IS ABOUT 1 MILE N OF
 JY1357'THE STATION.
 JY1357'
 JY1357'TO REACH THE STATION FROM THE COURTHOUSE IN ATHENS, GO N ON U.S.
 JY1357'HIGHWAY 50 (NORTH COURT STREET) FOR ONE BLOCK, TURN RIGHT,
 JY1357'KEEPING RIGHT FORK, (MILL STREET) AND GO 0.7 MILE TO A STEEL BRIDGE,
 JY1357'CROSS BRIDGE, TURN RIGHT AND FOLLOW SURFACED ROAD FOR 2.2 MILES TO
 JY1357'END OF SURFACED ROAD.  CONTINUE ON GRAVELED ROAD FOR 0.9 MILE TO A
 JY1357'DIRT T-ROAD LEFT, TURN LEFT ON DIRT ROAD AND GO 1.6 MILES TO END OF
 JY1357'TRAVELED ROAD AND FARMHOUSE ON THE LEFT, CONTINUE ON DIM ROAD AND GO
 JY1357'0.4 MILE TO A BOARD GATE AND DESERTED FARMHOUSE ON THE RIGHT.  TURN
 JY1357'LEFT AT BOARD GATE AND FOLLOW DIM ROAD 0.35 MILE TO AN OLD BARN ON
 JY1357'THE RIGHT, TURN RIGHT THROUGH BOARD GATE AND PASS BARN ON THE W SIDE
 JY1357'AND GO UP HILL TO THE HIGHEST POINT AND STATION.
 JY1357'
 JY1357'TO REACH STATION TUCKER FROM THE COURTHOUSE IN ATHENS, GO N AND E ON
 JY1357'U.S. HIGHWAY 50 FOR 4.6 MILES TO THE FINSTERWALD HOUSE ON THE LEFT
 JY1357'AND STATION ON THE RIGHT.
 JY1357'
 JY1357'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2024 ***********************************************************************
 MB2024  DESIGNATION -  CANFIELD
 MB2024  PID         -  MB2024
 MB2024  STATE/COUNTY-  OH/MAHONING
 MB2024  USGS QUAD   -  CANFIELD (1979)
 MB2024
 MB2024                         *CURRENT SURVEY CONTROL
 MB2024  ___________________________________________________________________
 MB2024* NAD 83(1995)-  41 01 08.86551(N)    080 45 48.51131(W)     ADJUSTED  
 MB2024* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 MB2024  ___________________________________________________________________
 MB2024  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 MB2024  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB2024
 MB2024  HORZ ORDER  -  FIRST
 MB2024
 MB2024.The horizontal coordinates were established by classical geodetic methods
 MB2024.and adjusted by the National Geodetic Survey in April 1998..
 MB2024
 MB2024.The orthometric height was scaled from a topographic map.
 MB2024
 MB2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2024
 MB2024.The geoid height was determined by GEOID03.
 MB2024
 MB2024;                    North         East     Units Scale Factor Converg.
 MB2024;SPC OH N     -   151,639.311   746,042.086   MT  0.99993950   +1 08 26.9
 MB2024;UTM  17      - 4,540,907.540   519,886.340   MT  0.99960487   +0 09 18.8
 MB2024
 MB2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2024!SPC OH N     -   0.99994856  x   0.99993950  =   0.99988807
 MB2024!UTM  17      -   0.99994856  x   0.99960487  =   0.99955345
 MB2024
 MB2024|---------------------------------------------------------------------|
 MB2024| PID    Reference Object                     Distance      Geod. Az  |
 MB2024|                                                           dddmmss.s |
 MB2024| CX3367 CANFIELD RM 1                        38.351 METERS 06641     |
 MB2024| CX3366 CANFIELD AZ MK                                     2533305.2 |
 MB2024| CX3368 CANFIELD RM 2                        41.642 METERS 34006     |
 MB2024|---------------------------------------------------------------------|
 MB2024
 MB2024                          SUPERSEDED SURVEY CONTROL
 MB2024
 MB2024  NAD 83(1986)-  41 01 08.87050(N)    080 45 48.51508(W) AD(       ) 1
 MB2024  NAD 27      -  41 01 08.66000(N)    080 45 49.23200(W) AD(       ) 1
 MB2024
 MB2024.Superseded values are not recommended for survey control.
 MB2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2024.See file dsdata.txt to determine how the superseded data were derived.
 MB2024
 MB2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1988640908(NAD 83)
 MB2024_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2024
 MB2024  HISTORY     - Date     Condition        Report By
 MB2024  HISTORY     - 1950     MONUMENTED       CGS
 MB2024  HISTORY     - 20060605 MARK NOT FOUND   GEOCAC
 MB2024
 MB2024                          STATION DESCRIPTION
 MB2024
 MB2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2024'STATION IS LOCATED IN THE CITY OF CANFIELD AND ON PROPERTY OF THE
 MB2024'CANFIELD GARDENS.  IT IS IN THE
 MB2024'NORTHWEST CORNER OF A VACANT LOT, 163 FEET SOUTHEAST OF A WATER TANK,
 MB2024'125 FEET NORTHWEST OF THE NORTHWEST
 MB2024'CORNER OF A YELLOW CONCRETE BLOCK BUILDING, 81 FEET
 MB2024'SOUTHEAST OF THE SOUTHEAST CORNER OF A CEMENT
 MB2024'BLOCK GARAGE, 45 FEET SOUTHEAST OF THE
 MB2024'CENTER OF A T-INTERSECTION (CINDER DRIVEWAYS), 28 FEET WEST OF A
 MB2024'TWIN TRUNK POPLAR TREE AND 6 FEET
 MB2024'SOUTH OF A WHITE WITNESS POST.  IT IS STAMPED CANFIELD 1950.
 MB2024'
 MB2024'REFERENCE MARK NO. 1 IS 98 FEET WEST OF THE INTERSECTION OF OAK AND
 MB2024'KIRK STREETS, 11 FEET NORTH OF
 MB2024'THE CENTERLINE OF A CINDER DRIVEWAY AND 4 FEET SOUTHWEST OF A 5 INCH
 MB2024'CEDAR TREE.  IT PROJECTS 6 INCHES
 MB2024'ABOVE THE SURFACE AND IS STAMPED CANFIELD NO 1 1950.
 MB2024'
 MB2024'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE SOUTH CENTER LEG
 MB2024'OF THE CITY MUNICIPAL WATER
 MB2024'TANK.  IT IS SET FLUSH WITH THE SURFACE OF THE CONCRETE SUPPORT OF
 MB2024'THE LEG AND IS STAMPED CANFIELD NO
 MB2024'2 1950.
 MB2024'
 MB2024'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 MB2024'FLUSH WITH THE SURFACE OF THE
 MB2024'GROUND.  IT IS 25 FEET NORTH OF THE CENTERLINE OF STATE ROUTE NO. 62,
 MB2024'18.8 FEET EAST OF THE SOUTHEAST CORNER
 MB2024'OF A ROADSIDE STAND, 8-1/2 FEET SOUTH OF THE SOUTH EDGE
 MB2024'OF A CULTIVATED FIELD, 4-1/2 FEET WEST OF A WHITE
 MB2024'WITNESS POST AND 4 FEET SOUTH OF AN OVERHEAD
 MB2024'CABLE (TELEPHONE).  IT IS STAMPED CANFIELD 1950.
 MB2024'
 MB2024'TO REACH THE STATION FROM THE BANK ON CANFIELD, GO SOUTH ON STATE
 MB2024'ROUTE NO. 46 FOR 0.4 MILE TO
 MB2024'KIRK STREET, TURN RIGHT ON KIRK STREET AND GO 0.15 MILE TO THE
 MB2024'STATION SITE AT THE T-INTERSECTION
 MB2024'JUST SOUTH OF THE WATER TANK.
 MB2024'
 MB2024'TO REACH THE AZIMUTH MARK FROM THE BANK IN CANFIELD, GO SOUTH FOR 1/2
 MB2024'BLOCK THENCE RIGHT ON STATE
 MB2024'ROUTE NO. 62 FOR 0.9 MILE TO THE MARK ON THE RIGHT.
 MB2024'
 MB2024'HEIGHT OF LIGHT ABOVE STATION MARK-31.4 METERS.
 MB2024
 MB2024                          STATION RECOVERY (2006)
 MB2024
 MB2024'RECOVERY NOTE BY GEOCACHING 2006
 MB2024'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR AND NOT FOUND. THE
 MB2024'AZIMUTH WAS FOUND. IT IS LOCATED 322 FEET SOUTHWEST OF THE
 MB2024'INTERSECTION OF STATE ROUTE 446 AND U.S. ROUTE 62, IN THE FRONT YARD
 MB2024'OF 7050 YOUNGSTOWN-SALEM ROAD (U.S. ROUTE 62), 25 FEET NORTH OF THE
 MB2024'CENTERLINE OF U.S. ROUTE 62 AND 4 FEET SOUTH OF A TELEPHONE CABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2023 ***********************************************************************
 MB2023  DESIGNATION -  CANFIELD MUNICIPAL TANK
 MB2023  PID         -  MB2023
 MB2023  STATE/COUNTY-  OH/MAHONING
 MB2023  USGS QUAD   -  CANFIELD (1979)
 MB2023
 MB2023                         *CURRENT SURVEY CONTROL
 MB2023  ___________________________________________________________________
 MB2023* NAD 83(1995)-  41 01 10.41382(N)    080 45 49.12486(W)     ADJUSTED  
 MB2023* NAVD 88     -                                                        
 MB2023  ___________________________________________________________________
 MB2023  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 MB2023  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB2023
 MB2023  HORZ ORDER  -  THIRD
 MB2023
 MB2023.The horizontal coordinates were established by classical geodetic methods
 MB2023.and adjusted by the National Geodetic Survey in April 1998..
 MB2023
 MB2023
 MB2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2023
 MB2023.The geoid height was determined by GEOID03.
 MB2023
 MB2023;                    North         East     Units Scale Factor Converg.
 MB2023;SPC OH N     -   151,686.776   746,026.803   MT  0.99993949   +1 08 26.5
 MB2023;UTM  17      - 4,540,955.245   519,871.881   MT  0.99960486   +0 09 18.4
 MB2023
 MB2023                          SUPERSEDED SURVEY CONTROL
 MB2023
 MB2023  NAD 83(1986)-  41 01 10.41878(N)    080 45 49.12884(W) AD(       ) 4
 MB2023  NAD 27      -  41 01 10.20800(N)    080 45 49.84500(W) AD(       ) 3
 MB2023
 MB2023.Superseded values are not recommended for survey control.
 MB2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2023.See file dsdata.txt to determine how the superseded data were derived.
 MB2023
 MB2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1987240955(NAD 83)
 MB2023
 MB2023  HISTORY     - Date     Condition        Report By
 MB2023  HISTORY     - 1950     MONUMENTED       CGS
 MB2023
 MB2023                          STATION DESCRIPTION
 MB2023
 MB2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2023'THE STATION INTERSECTED IS THE ROUND BALL ON THE TOP OF THE
 MB2023'TANK, A 150,000
 MB2023'GALLON, SILVER TANK SUPPORTED BY 6 STEEL LEGS AND A 5 FOOT RISER
 MB2023'PIPE.  IT IS A STEEL TANK 126.6 FEET IN
 MB2023'HEIGHT AND WAS ERECTED IN 1936 BY THE VILLAGE OF CANFIELD
 MB2023'WATER DEPARTMENT ON CITY PROPERTY.  IT IS
 MB2023'APPROXIMATELY 255 FEET WEST OF THE END OF KIRK
 MB2023'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6214 ***********************************************************************
 DH6214  DESIGNATION -  CANGPS
 DH6214  PID         -  DH6214
 DH6214  STATE/COUNTY-  OH/ATHENS
 DH6214  USGS QUAD   -  ATHENS (1995)
 DH6214
 DH6214                         *CURRENT SURVEY CONTROL
 DH6214  ___________________________________________________________________
 DH6214* NAD 83(1995)-  39 21 26.44692(N)    082 06 12.61028(W)     ADJUSTED  
 DH6214* NAVD 88     -       199.2    (meters)     654.     (feet)  GPS OBS   
 DH6214  ___________________________________________________________________
 DH6214  X           -     678,456.060 (meters)                     COMP
 DH6214  Y           -  -4,891,565.965 (meters)                     COMP
 DH6214  Z           -   4,023,174.741 (meters)                     COMP
 DH6214  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DH6214  ELLIP HEIGHT-         165.08  (meters)          (11/14/05) GPS OBS
 DH6214  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DH6214
 DH6214  HORZ ORDER  -  FIRST
 DH6214  ELLP ORDER  -  FOURTH    CLASS II
 DH6214
 DH6214.The horizontal coordinates were established by GPS observations
 DH6214.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6214
 DH6214.The orthometric height was determined by GPS observations and a
 DH6214.high-resolution geoid model.
 DH6214
 DH6214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6214
 DH6214.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6214
 DH6214.The ellipsoidal height was determined by GPS observations
 DH6214.and is referenced to NAD 83.
 DH6214
 DH6214.The geoid height was determined by GEOID03.
 DH6214
 DH6214;                    North         East     Units Scale Factor Converg.
 DH6214;SPC OH S     -   150,758.348   634,171.388   MT  0.99993602   +0 15 05.7
 DH6214;UTM  17      - 4,357,013.547   404,927.094   MT  0.99971129   -0 41 59.4
 DH6214
 DH6214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6214!SPC OH S     -   0.99997410  x   0.99993602  =   0.99991012
 DH6214!UTM  17      -   0.99997410  x   0.99971129  =   0.99968540
 DH6214
 DH6214                          SUPERSEDED SURVEY CONTROL
 DH6214
 DH6214.No superseded survey control is available for this station.
 DH6214
 DH6214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0492757014(NAD 83)
 DH6214_MARKER: I = METAL ROD
 DH6214_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6214_STAMPING: CANGPS
 DH6214_MARK LOGO: ATHCE 
 DH6214_PROJECTION: FLUSH
 DH6214_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6214+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DH6214_ROD/PIPE-DEPTH: 5.23 meters
 DH6214_SLEEVE-DEPTH  : .92 meters
 DH6214
 DH6214  HISTORY     - Date     Condition        Report By
 DH6214  HISTORY     - 20001220 MONUMENTED       LOCSUR
 DH6214
 DH6214                          STATION DESCRIPTION
 DH6214
 DH6214'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DN)
 DH6214'CANGPS  DESCRIBED BY CANTER SURVEYING (2004). THE MARK IS LOCATED IN
 DH6214'ATHENS COUNTY,  ATHENS TOWNSHIP ALONG COLUMBUS RD IN THE CITY  OF
 DH6214'ATHENS. TO REACH THE MARK FROM THE INTERSECTION OF U.S. 33 AND STATE
 DH6214'ROUTE 682, PRECEED SOUTH  EAST ALONG U.S. 33 FOR APPROXIMATELY 3.8 KM
 DH6214'(2.4 MI) TO THE INTERSECTION OF U.S. 33 AND  COLUMBUS ROAD.  EXIT U.S.
 DH6214'33  TURN RIGHT ONTO COLUMBUS RD AND PRECEED RIGHT AND  CONTINUE FOR .4
 DH6214'KM (.25 MI) TO A COMMERCIAL BUILDING WITH ADDRESS 227 A COLUMBUS RD
 DH6214'AND  THE STATION ON THE LEFT. THE MARK IS LOCATED 11.98 M ( 39.3 FT)
 DH6214'NORTH WEST OF EDGE OF PAVEMENT OF U.S. 33, 12.2 M (40  FT) NORTH WEST
 DH6214'OF A UTILITY POLE NUMBER 930-29, AND 17.5 M (57.5 FT) SOUTH WEST OF
 DH6214'THE  SOUTH WEST BUILDING CORNING OF BUILDING 227 A. THE MARK IS SET
 DH6214'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3257 ***********************************************************************
 KY3257  DESIGNATION -  CANNON
 KY3257  PID         -  KY3257
 KY3257  STATE/COUNTY-  OH/COLUMBIANA
 KY3257  USGS QUAD   -  WEST POINT (1985)
 KY3257
 KY3257                         *CURRENT SURVEY CONTROL
 KY3257  ___________________________________________________________________
 KY3257* NAD 83(1995)-  40 41 25.43667(N)    080 38 26.36905(W)     ADJUSTED  
 KY3257* NAVD 88     -       379.21   (+/-2cm)    1244.1    (feet)  VERTCON   
 KY3257  ___________________________________________________________________
 KY3257  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 KY3257  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KY3257
 KY3257  HORZ ORDER  -  SECOND
 KY3257  VERT ORDER  -  THIRD ? (See Below)
 KY3257
 KY3257.The horizontal coordinates were established by classical geodetic methods
 KY3257.and adjusted by the National Geodetic Survey in April 1998..
 KY3257
 KY3257.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3257.The vertical order pertains to the NGVD 29 superseded value.
 KY3257
 KY3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3257
 KY3257.The geoid height was determined by GEOID03.
 KY3257
 KY3257;                    North         East     Units Scale Factor Converg.
 KY3257;SPC OH N     -   115,356.603   757,147.705   MT  0.99996070   +1 13 17.4
 KY3257;SPC WV N     -   243,805.729   503,574.507   MT  1.00011355   -0 43 38.9
 KY3257;SPC PA S     -   154,681.858   355,710.884   MT  0.99996823   -1 52 31.6
 KY3257;SPC PA S     -   507,485.40  1,167,028.13   sFT  0.99996823   -1 52 31.6
 KY3257;UTM  17      - 4,504,451.423   530,362.206   MT  0.99961135   +0 14 03.4
 KY3257
 KY3257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3257!SPC OH N     -   0.99994588  x   0.99996070  =   0.99990659
 KY3257!SPC WV N     -   0.99994588  x   1.00011355  =   1.00005943
 KY3257!SPC PA S     -   0.99994588  x   0.99996823  =   0.99991412
 KY3257!UTM  17      -   0.99994588  x   0.99961135  =   0.99955726
 KY3257
 KY3257|---------------------------------------------------------------------|
 KY3257| PID    Reference Object                     Distance      Geod. Az  |
 KY3257|                                                           dddmmss.s |
 KY3257| CX3370 CANNON RM 1                           8.657 METERS 08358     |
 KY3257| CX3371 CANNON RM 2                           6.562 METERS 17755     |
 KY3257| KY3258 WASHINGTON CLEVELAND AWY BN 22      APPROX. 1.6 KM 2020606.0 |
 KY3257| CX3369 CANNON AZ MK                                       2333022.5 |
 KY3257|---------------------------------------------------------------------|
 KY3257
 KY3257                          SUPERSEDED SURVEY CONTROL
 KY3257
 KY3257  NAD 83(1986)-  40 41 25.44219(N)    080 38 26.37456(W) AD(       ) 2
 KY3257  NAD 27      -  40 41 25.21700(N)    080 38 27.11600(W) AD(       ) 2
 KY3257  NGVD 29 (07/19/86)  379.35   (m)         1244.6    (f) LEVELING    3  
 KY3257
 KY3257.Superseded values are not recommended for survey control.
 KY3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3257.See file dsdata.txt to determine how the superseded data were derived.
 KY3257
 KY3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3036204451(NAD 83)
 KY3257_MARKER: DS = TRIANGULATION STATION DISK
 KY3257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3257
 KY3257  HISTORY     - Date     Condition        Report By
 KY3257  HISTORY     - 1949     MONUMENTED       CGS
 KY3257  HISTORY     - 1965     GOOD             LOCSUR
 KY3257  HISTORY     - 1971     GOOD             OHHD
 KY3257
 KY3257                          STATION DESCRIPTION
 KY3257
 KY3257'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (PLB)
 KY3257'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF LISBON, 4 MILES
 KY3257'NORTHWEST OF CANNON MILLS, 0.65 MILE WEST OF THE JUNCTION OF U.S.
 KY3257'HIGHWAY NO. 30 AND STATE ROUTE NO. 7, 0.2 MILE NORTHEAST OF THE
 KY3257'JUNCTION OF U.S. HIGHWAY NO. 30 AND STATE ROUTE NO. 267 AND 40
 KY3257'FEET WEST OF THE WEST EDGE OF A TIMBERED AREA ON THE HIGHEST HILL
 KY3257'IN THE IMMEDIATE VICINITY. IT IS ON PROPERTY OWNED BY THE REALTY
 KY3257'COMPANY IN EAST LIVERPOOL.  THE MARK IS STAMPED
 KY3257'CANNON 1949.
 KY3257'
 KY3257'REFERENCE MARK NO. 1 IS SET IN A CONCRETE POST PROJECTING 3 INCHES
 KY3257'ABOVE THE SURFACE AND 12 FEET WEST OF THE WEST EDGE OF A TIMBERED
 KY3257'AREA.  IT IS STAMPED CANNON NO 1 1949.
 KY3257'
 KY3257'REFERENCE MARK NO. 2 IS SET IN A CONCRETE POST PROJECTING 3 INCHES
 KY3257'ABOVE THE SURFACE.  IT IS STAMPED CANNON NO 2 1949.
 KY3257'
 KY3257'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN CONCRETE
 KY3257'PROJECTING 3 INCHES ABOVE THE SURFACE.  IT IS 28-1/2 FEET
 KY3257'SOUTHWEST OF THE CENTERLINE OF STATE ROUTE NO. 267, 7 FEET EAST OF
 KY3257'A ROAD SIGN (MCQUAY-NORRIS PRODUCTS) AND NEAR THE EASTERN EDGE OF
 KY3257'A CULTIVATED FIELD.  IT IS STAMPED CANNON 1949.
 KY3257'
 KY3257'TO REACH THE STATION FROM THE MAIN INTERSECTION IN ROGERS, GO
 KY3257'SOUTH ON STATE ROUTE NO. 7 FOR 8.6 MILES TO THE INTERSECTION WITH
 KY3257'U.S. HIGHWAY NO. 30, TURN RIGHT, GOING 0.7 MILE TO A TRACK ROAD
 KY3257'RIGHT AT THE END OF A GUARD FENCE AND JUST BEFORE REACHING A TAVERN ON
 KY3257'THE LEFT.  TURN RIGHT, UPGRADE, FOLLOWING DIM TRACKS IN A
 KY3257'NORTHEASTERLY DIRECTION FOR 0.3 MILE TO THE HIGHEST POINT OF THE
 KY3257'HILL AND STATION SITE.
 KY3257'
 KY3257'TO REACH THE AZIMUTH MARK FROM THE ABOVE MENTIONED TAVERN, GO
 KY3257'SOUTH ON STATE ROUTE NO. 267 FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 KY3257'
 KY3257'A 4 BY 4 INCH WITNESS POST, PAINTED WHITE, IS 3 FEET EAST OF
 KY3257'STATION MARK.
 KY3257'
 KY3257'A 4 BY 4 INCH WITNESS POST, PAINTED WHITE, IS 3 FEET SOUTH OF
 KY3257'AZIMUTH MARK.
 KY3257
 KY3257                          STATION RECOVERY (1965)
 KY3257
 KY3257'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 KY3257'RECOVERED BY W E QUICKSALL AND ASSOC.
 KY3257'
 KY3257'STATION IN GOOD CONDITION.
 KY3257
 KY3257                          STATION RECOVERY (1971)
 KY3257
 KY3257'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971
 KY3257'ALL MARKS FOUND IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3389 ***********************************************************************
 KY3389  DESIGNATION -  CANTON
 KY3389  PID         -  KY3389
 KY3389  STATE/COUNTY-  OH/STARK
 KY3389  USGS QUAD   -  CANTON WEST (1985)
 KY3389
 KY3389                         *CURRENT SURVEY CONTROL
 KY3389  ___________________________________________________________________
 KY3389* NAD 83(1995)-  40 50 05.09782(N)    081 23 02.81768(W)     ADJUSTED  
 KY3389* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 KY3389  ___________________________________________________________________
 KY3389  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 KY3389  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KY3389
 KY3389  HORZ ORDER  -  FIRST
 KY3389
 KY3389.The horizontal coordinates were established by classical geodetic methods
 KY3389.and adjusted by the National Geodetic Survey in April 1998..
 KY3389
 KY3389.The orthometric height was scaled from a topographic map.
 KY3389
 KY3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3389
 KY3389.The geoid height was determined by GEOID03.
 KY3389
 KY3389;                    North         East     Units Scale Factor Converg.
 KY3389;SPC OH N     -   130,312.746   694,111.676   MT  0.99994736   +0 43 59.1
 KY3389;UTM  17      - 4,520,483.925   467,614.670   MT  0.99961291   -0 15 04.2
 KY3389
 KY3389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3389!SPC OH N     -   0.99994595  x   0.99994736  =   0.99989331
 KY3389!UTM  17      -   0.99994595  x   0.99961291  =   0.99955888
 KY3389
 KY3389:                Primary Azimuth Mark                     Grid Az
 KY3389:SPC OH N     -  CANTON AZ MK                             154 02 45.1
 KY3389:UTM  17      -  CANTON AZ MK                             155 01 48.4
 KY3389
 KY3389|---------------------------------------------------------------------|
 KY3389| PID    Reference Object                     Distance      Geod. Az  |
 KY3389|                                                           dddmmss.s |
 KY3389| CF2700 CANTON AZ MK                                       1544644.2 |
 KY3389| KY3384 CANTON STARK CO INFIRMARY TK        APPROX. 0.8 KM 1572923.2 |
 KY3389| KY3385 CANTON FIRST NATL BANK BLDG FP      APPROX. 4.1 KM 1692317.1 |
 KY3389| KY3353 DUELL                               APPROX.11.5 KM 1850253.8 |
 KY3389| CF2701 CANTON RM 1                          26.876 METERS 19901     |
 KY3389| CC9766 CANTON RM 2                          23.494 METERS 33359     |
 KY3389| KY3401 CAK AKRON CANTON AIRPORT BEACON     APPROX.10.0 KM 3341912.1 |
 KY3389|---------------------------------------------------------------------|
 KY3389
 KY3389                          SUPERSEDED SURVEY CONTROL
 KY3389
 KY3389  NAD 83(1986)-  40 50 05.10626(N)    081 23 02.82208(W) AD(       ) 1
 KY3389  NAD 27      -  40 50 04.89600(N)    081 23 03.39900(W) AD(       ) 1
 KY3389
 KY3389.Superseded values are not recommended for survey control.
 KY3389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3389.See file dsdata.txt to determine how the superseded data were derived.
 KY3389
 KY3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6761520484(NAD 83)
 KY3389_MARKER: DB = BENCH MARK DISK
 KY3389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3389_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3389+STABILITY: SURFACE MOTION
 KY3389
 KY3389  HISTORY     - Date     Condition        Report By
 KY3389  HISTORY     - 1944     MONUMENTED       CGS
 KY3389  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KY3389  HISTORY     - 1952     SEE DESCRIPTION  LOCENG
 KY3389  HISTORY     - 1972     SEE DESCRIPTION  NGS
 KY3389  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY3389  HISTORY     - 19930707 GOOD             OHDT
 KY3389
 KY3389                          STATION DESCRIPTION
 KY3389
 KY3389'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 KY3389'STATION IS LOCATED
 KY3389'ABOUT 3.5 MILES N
 KY3389'OF THE CITY OF CANTON, 0.3 MILE N OF STATE HIGHWAY
 KY3389'272.  IT IS ON THE HIGHEST POINT OF
 KY3389'A GRAVELED HILL OCCUPIED
 KY3389'BY THE CANTON CITY WATER RESERVOIRS, 111 FEET E OF THE
 KY3389'CONCRETE
 KY3389'WALK AROUND THE MOST S OF TWO RESERVOIRS, 91 FEET NE OF POWER-
 KY3389'TRANSMISSION LINE
 KY3389'POLE 82, 17 FEET NE OF A SMALL IRON FLAGPOLE,
 KY3389'AND NEAR THE N SECTION OF A PLOT OF
 KY3389'LAND THAT IS SURROUNDED BY A
 KY3389'GRAVELED ROAD THAT IS USED FOR TURNING VEHICLES AT THE
 KY3389'TOP OF THE
 KY3389'HILL.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 KY3389'CANTON 1944.
 KY3389'
 KY3389'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 KY3389'BRONZE DISKS SET
 KY3389'IN CONCRETE.
 KY3389'
 KY3389'REFERENCE MARK 1 IS 88.17 FEET S OF THE STATION, 64 FEET ESE
 KY3389'OF
 KY3389'POWER-TRANSMISSION LINE POLE 82, AND 35 FEET E OF GRAVELED
 KY3389'ROAD.  IT IS STAMPED
 KY3389'CANTON NO 1 1944 AND IS FLUSH WITH THE
 KY3389'GROUND.
 KY3389'
 KY3389'REFERENCE MARK 2 IS 77.10 FEET NW OF THE STATION, 43 FEET SW
 KY3389'OF A FENCELINE, 39
 KY3389'FEET N OF GRAVELED ROAD, AND 17 FEET W OF A
 KY3389'4-INCH IRON PIPE THAT PROJECTS ABOUT
 KY3389'6 INCHES.  IT IS STAMPED
 KY3389'CANTON NO 2 1944 AND IS FLUSH WITH THE GROUND.
 KY3389'
 KY3389'AZIMUTH MARK IS 22 FEET N OF THE CENTER LINE OF STATE HIGHWAY
 KY3389'272, 10 FEET W OF
 KY3389'POWER-TRANSMISSION LINE POLE 76, AND 4 FEET
 KY3389'W OF A WOODEN WITNESS POST.  IT IS
 KY3389'STAMPED CANTON 1944 AND PROJECTS
 KY3389'ABOUT 6 INCHES ABOVE GROUND.
 KY3389'
 KY3389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 KY3389'STATE HIGHWAY 8 IN
 KY3389'THE CITY OF CANTON, GO N ON STATE HIGHWAY 8
 KY3389'FOR 3.5 MILES TO THE JUNCTION OF
 KY3389'STATE HIGHWAY 272, HERE TURN
 KY3389'RIGHT AND GO E FOR 0.2 MILE TO A GRAVELED T-ROAD
 KY3389'LEFT.* HERE TURN
 KY3389'LEFT AND GO 0.1 MILE TO AN IRON GATE ON THE LEFT, PASS THROUGH
 KY3389'GATE AND
 KY3389'CONTINUE WNW FOR 0.1 MILE TO THE TOP OF THE HILL AND STATION.
 KY3389'
 KY3389'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED T-ROAD LEFT,
 KY3389'CONTINUE E ON
 KY3389'STATE HIGHWAY 272 FOR 0.1 MILE TO THE AZIMUTH MARK
 KY3389'ON THE LEFT.
 KY3389'
 KY3389'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KY3389
 KY3389                          STATION RECOVERY (1950)
 KY3389
 KY3389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3389'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN VERY
 KY3389'GOOD CONDITION.  THE AZIMUTH
 KY3389'MARK WAS LOWERED TO A POSITION FLUSH WITH THE SURFACE OF THE GROUND
 KY3389'THIS YEAR.  THE ORIGINAL DESCRIPTION IS
 KY3389'CORRECT AND ADEQUATE WITH THE EXCEPTION OF THE CHANGES LISTED
 KY3389'BELOW.
 KY3389'
 KY3389'THE AZIMUTH MARK IS NOW STAMPED RESET CANTON 1944 1950.
 KY3389'
 KY3389'A SLIGHT DISCREPANCY WAS RECORDED FOR THE MEASUREMENTS OF THE TWO
 KY3389'REFERENCE MARKS.
 KY3389
 KY3389                          STATION RECOVERY (1952)
 KY3389
 KY3389'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952 (RVM)
 KY3389'LETTER OF MR. R.V. MUCKLEY, BAYTOS CONSTRUCTION CO., 1011 30TH ST.,
 KY3389'N.W.  CANTON, OHIO
 KY3389'DATED OCTOBER 6, 1952-
 KY3389'
 KY3389'THE AZIMUTH MARK WAS LOWERED ABOUT 18 INCHES IN THE SAME POSITION.
 KY3389'IT IS NOW STAMPED
 KY3389'CANTON 1944 RESET 1952.
 KY3389'
 KY3389'AZIMUTH MARK DISK STAMPED CANTON RESET 1944 1950 RECEIVED AT THIS
 KY3389'OFFICE 9/16/52.
 KY3389
 KY3389                          STATION RECOVERY (1972)
 KY3389
 KY3389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KY3389'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KY3389'WERE RECOVERED AND
 KY3389'FOUND IN GOOD CONDITION.  A COMPLETE AND THOROUGH
 KY3389'SEARCH WAS MADE FOR THE AZIMUTH MARK,
 KY3389'BUT IT COULD NOT BE FOUND, AND
 KY3389'IS BELIEVED TO HAVE BEEN DESTROYED BY THE WIDENING AND
 KY3389'FOUR LANING OF
 KY3389'STATE HIGHWAY 227 (30TH. AVENUE NORTHWEST) SEVERAL YEARS AGO.  THE
 KY3389'STATION WAS
 KY3389'OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED BETWEEN AN
 KY3389'UNIDENTIFIED RADIO TOWER AND
 KY3389'THE REFERENCE MARKS.  THE HORIZONTAL ANGLE
 KY3389'OBSERVED THIS DATE BETWEEN REFERENCE MARK NO. 2
 KY3389'AND REFERENCE MARK NO.
 KY3389'1 CHECKED BOTH THE 1944 AND 1950 OBSERVATIONS, WELL WITHIN THE
 KY3389'REQUIRED LIMITS.  IN
 KY3389'CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN
 KY3389'THE STATION AND THE REFERENCE
 KY3389'MARKS A DISCREPANCY OF PLUS 0.01 OF A FOOT
 KY3389'WAS NOTED FOR REFERENCE MARK NO. 1 AGAINST THE
 KY3389'1944 VALUE AND - 0.02
 KY3389'OF A FOOT AGAINST THE 1950 VALUE, WHILE A DISCREPANCY OF - 0.02
 KY3389'OF A FOOT WAS
 KY3389'NOTED FOR REFERENCE MARK NO. 2 AGAINST THE 1944 VALUE AND
 KY3389'- 0.07 OF A FOOT AGAINST
 KY3389'THE 1950 VALUE.
 KY3389'
 KY3389'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KY3389'
 KY3389'THE STATION IS LOCATED ALONG THE EAST SIDE OF THE CANTON WATER
 KY3389'DEPARTMENTS CROMER
 KY3389'STREET RESERVOIRS, WHICH ARE ABOUT 0.25 OF A MILE
 KY3389'NORTH OF THE INTERSECTION OF 30TH
 KY3389'AVENUE NORTHWEST (STATE HIGHWAY 227)
 KY3389'AND CROMER STREET IN THE NORTHERN SECTION OF CANTON,
 KY3389'AND IS INSIDE THE
 KY3389'CHAIN LINK FENCE ENCLOSURE OF THE RESERVOIRS.
 KY3389'
 KY3389'NO TO-REACH DEEMED NECESSARY.
 KY3389'
 KY3389'THE STATION IS 231 FEET NORTH OF THE CENTER OF THE EAST ENTRANCE
 KY3389'GATE OF THE
 KY3389'RESERVOIR COMPLEX, 136 FEET EAST OF THE NORTH ONE OF 2
 KY3389'RESERVOIR VENTS, 95 FEET
 KY3389'SOUTHEAST OF A 14-INCH, FORKED TRUNKED APPLE
 KY3389'TREE, 91 FEET NORTHEAST OF A POWERLINE
 KY3389'TRANSFORMER POLE, 54 FEET WEST
 KY3389'OF THE EAST FENCE OF THE RESERVOIR COMPLEX (AT ANGLE IN
 KY3389'FENCE), 46 FEET
 KY3389'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL WOODEN BUILDING,
 KY3389'37 FEET NORTH OF A
 KY3389'10-INCH PINE TREE, AND 17 FEET NORTHEAST OF THE
 KY3389'CONCRETE BASE OF A FLAGPOLE.  IT IS A
 KY3389'STANDARD DISK SET IN THE TOP OF
 KY3389'A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 KY3389'IS STAMPED
 KY3389'CANTON 1944.  NOTES 1A AND 7A.
 KY3389'
 KY3389'REFERENCE MARK NO. 1 IS 64 FEET SOUTHEAST OF A POWERLINE TRANSFORMER
 KY3389'POLE, 36 FEET EAST
 KY3389'OF THE APPROXIMATE CENTER OF A GRAVELED
 KY3389'DRIVE, 32 FEET SOUTHWEST OF THE
 KY3389'SOUTHWEST CORNER OF THE SMALL WOODEN
 KY3389'SHED, AND 27 FEET NORTHEAST OF AN 8-INCH PINE
 KY3389'TREE.  IT IS A STANDARD
 KY3389'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 KY3389'MONUMENT AND THE
 KY3389'DISK IS STAMPED CANTON NO 1 1944.  NOTE 11A.
 KY3389'
 KY3389'REFERENCE MARK NO. 2 IS 73 FEET SOUTH OF A 14-INCH BLACK CHERRY
 KY3389'TREE, 40 FEET WEST
 KY3389'OF THE EAST FENCE OF THE RESERVOIR COMPLEX, AND 22
 KY3389'FEET SOUTHEAST OF THE 14-INCH, FORKED
 KY3389'TRUNKED APPLE TREE.  IT IS A
 KY3389'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 KY3389'FLUSH, CONCRETE MONUMENT
 KY3389'AND THE DISK IS STAMPED CANTON NO 2 1944.  NOTE 11A.
 KY3389'
 KY3389'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 KY3389'REFERENCE MARK NO.
 KY3389'2 IS 152.73 FEET - (46.552) METERS.
 KY3389'
 KY3389'NOTE- ALL GATES TO THE RESERVOIR COMPLEX ARE LOCKED GATES AND THE
 KY3389'KEY CAN BE
 KY3389'OBTAINED FROM THE ENGINEER IN CHARGE OF THE MAIN OFFICE OF
 KY3389'THE CANTON WATER DEPARTMENT.
 KY3389'
 KY3389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED IN NORTH
 KY3389'SECTION OF CANTON.
 KY3389
 KY3389                          STATION RECOVERY (1983)
 KY3389
 KY3389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY3389'A SEARCH WAS MADE FOR THIS STATION IN HOPES IT WOULD BE SUITABLE TO
 KY3389'OPERATE THE GPS AT.  THE STATION IS IN A THICK TIMBERED AREA AND NOT
 KY3389'SUITABLE FOR THE GPS.  ACCESS INTO THE EXACT AREA COULD NOT BE
 KY3389'OBTAINED AT THIS DATE DUE TO A HIGH CHAIN LINK FENCE AROUND THE
 KY3389'RESERVOIR.
 KY3389
 KY3389                          STATION RECOVERY (1993)
 KY3389
 KY3389'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY3389'----REPORT BY ODOT ------ YEAR 1993 ------- CONDITION - GOOD -----
 KY3389' 
 KY3389'NOTE ** MARK IS 11.4 FT NE OF THE NORTH LEG OF A THREE-LEGGED RADIO
 KY3389'MICROWAVE TOWER ABOUT 180 FT HIGH AND IS 22.6 FT NORTH OF THE EAST LEG
 KY3389'OF THE THREE-LEGGED TOWER.  ALSO, 36 FT EAST OF A SINGLE RED AND WHITE
 KY3389'RADIO MAST, 136 FT EAST OF NORTHERN MOST OF TWO MANHOLES.
 KY3389' 
 KY3389'REFERENCE MARK NO. 1 RECOVERED 60.6 FT SW OF THE WEST LEG OF A
 KY3389'THREE-LEGGED TOWER, 79 FT S OF A RED AND WHITE RADIO MAST.
 KY3389' 
 KY3389'REFERENCE MARK NO. 2 RECOVERED 74.4 FT NNE OF A RED AND WHITE RADIO
 KY3389'MAST, 81 FT NORTH OF THE NORTH MOST LEG OF A THREE-LEGGED TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1266 ***********************************************************************
 KY1266  DESIGNATION -  CANTON BM
 KY1266  PID         -  KY1266
 KY1266  STATE/COUNTY-  OH/STARK
 KY1266  USGS QUAD   -  CANTON WEST (1985)
 KY1266
 KY1266                         *CURRENT SURVEY CONTROL
 KY1266  ___________________________________________________________________
 KY1266* NAD 83(1986)-  40 47 52.     (N)    081 22 36.     (W)     SCALED    
 KY1266* NAVD 88     -       323.479  (meters)    1061.28   (feet)  ADJUSTED  
 KY1266  ___________________________________________________________________
 KY1266  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KY1266  DYNAMIC HT  -         323.326 (meters)    1060.78  (feet)  COMP
 KY1266  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 KY1266
 KY1266  VERT ORDER  -  FIRST     CLASS I
 KY1266
 KY1266.The horizontal coordinates were scaled from a topographic map and have
 KY1266.an estimated accuracy of +/- 6 seconds.
 KY1266
 KY1266.The orthometric height was determined by differential leveling
 KY1266.and adjusted by the National Geodetic Survey in June 1991..
 KY1266
 KY1266.The geoid height was determined by GEOID03.
 KY1266
 KY1266.The dynamic height is computed by dividing the NAVD 88
 KY1266.geopotential number by the normal gravity value computed on the
 KY1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1266.degrees latitude (g = 980.6199 gals.).
 KY1266
 KY1266.The modeled gravity was interpolated from observed gravity values.
 KY1266
 KY1266;                    North         East    Units  Estimated Accuracy
 KY1266;SPC OH N     -   126,220.      694,790.      MT  (+/- 180 meters Scaled)
 KY1266
 KY1266                          SUPERSEDED SURVEY CONTROL
 KY1266
 KY1266  NGVD 29 (??/??/92)  323.67   (m)         1061.9    (f) COMPUTED    1 1
 KY1266
 KY1266.Superseded values are not recommended for survey control.
 KY1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1266.See file dsdata.txt to determine how the superseded data were derived.
 KY1266
 KY1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF682163(NAD 83)
 KY1266_MARKER: DB = BENCH MARK DISK
 KY1266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1266_SP_SET: BUILDING
 KY1266_STAMPING: CANTON 1934
 KY1266_MAGNETIC: P = MARKER IS A STEEL PIPE
 KY1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1266
 KY1266  HISTORY     - Date     Condition        Report By
 KY1266  HISTORY     - 1934     MONUMENTED       CGS
 KY1266  HISTORY     - 1966     GOOD             NGS
 KY1266  HISTORY     - 19930422 GOOD             OHDT
 KY1266  HISTORY     - 19981031 GOOD             USPSQD
 KY1266  HISTORY     - 20051105 GOOD             USPSQD
 KY1266
 KY1266                          STATION DESCRIPTION
 KY1266
 KY1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1266'AT CANTON.
 KY1266'AT CANTON, ALONG CLEVELAND AVENUE, ABOUT MIDWAY BETWEEN 2 ND
 KY1266'ST SW AND 3 RD ST SW, SET VERTICALLY IN THE EAST FACE OF THE
 KY1266'EAST WALL OF THE POST OFFICE BUILDING (A LARGE STONE BUILDING
 KY1266'WHICH COVERS A WHOLE BLOCK), IN SECTION 9, R 8 W, T 10 N, 18
 KY1266'FEET WEST OF THE WEST CURB OF CLEVELAND AVENUE, 5.9 FEET ABOVE
 KY1266'THE LEVEL OF THE SIDEWALK, AND 6 1/2 FEET ABOVE THE LEVEL OF
 KY1266'THE AVENUE.
 KY1266
 KY1266                          STATION RECOVERY (1993)
 KY1266
 KY1266'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY1266'----REPORT BY ODOT------YEAR 1993-------CONDITION - GOOD-----------
 KY1266' 
 KY1266'NOTE** BUILDING IS NO LONGER A POST OFFICE.  THE BUILDING IS NOW THE
 KY1266'FRANK T. BOW FEDERAL BUILDING 201 CLEVELAND AVE. ACROSS FROM CITY
 KY1266'HALL.
 KY1266
 KY1266                          STATION RECOVERY (1998)
 KY1266
 KY1266'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1266'RECOVERED IN GOOD CONDITION.
 KY1266
 KY1266                          STATION RECOVERY (2005)
 KY1266
 KY1266'RECOVERY NOTE BY US POWER SQUADRON 2005
 KY1266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG6812 ***********************************************************************
 DG6812  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6812  DESIGNATION -  CANTON COOP CORS ARP
 DG6812  CORS_ID     -  SCSO
 DG6812  PID         -  DG6812
 DG6812  STATE/COUNTY-  OH/STARK
 DG6812  USGS QUAD   -  CANTON EAST (1985)
 DG6812
 DG6812                         *CURRENT SURVEY CONTROL
 DG6812  ___________________________________________________________________
 DG6812* NAD 83(CORS)-  40 50 20.97869(N)    081 18 31.71228(W)     ADJUSTED  
 DG6812* NAVD 88     -                                                        
 DG6812  ___________________________________________________________________
 DG6812  EPOCH DATE  -        2002.00
 DG6812  X           -     730,237.962 (meters)                     COMP
 DG6812  Y           -  -4,777,038.364 (meters)                     COMP
 DG6812  Z           -   4,149,133.347 (meters)                     COMP
 DG6812  ELLIP HEIGHT-         316.36  (meters)          (04/??/04) GPS OBS
 DG6812  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 DG6812
 DG6812  HORZ ORDER  -  SPECIAL (CORS)
 DG6812  ELLP ORDER  -  SPECIAL (CORS)
 DG6812
 DG6812.ITRF positions are available for this station.
 DG6812.The coordinates were established by GPS observations
 DG6812.and adjusted by the National Geodetic Survey in April 2004..
 DG6812.The coordinates are valid at the epoch date displayed above.
 DG6812.The epoch date for horizontal control is a decimal equivalence
 DG6812.of Year/Month/Day.
 DG6812
 DG6812
 DG6812.The PID for the CORS L1 Phase Center is DG6813.
 DG6812
 DG6812.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6812
 DG6812.The ellipsoidal height was determined by GPS observations
 DG6812.and is referenced to NAD 83.
 DG6812
 DG6812.The geoid height was determined by GEOID03.
 DG6812
 DG6812;                    North         East     Units Scale Factor Converg.
 DG6812;SPC OH N     -   130,886.563   700,455.867   MT  0.99994706   +0 46 57.2
 DG6812
 DG6812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6812!SPC OH N     -   0.99995038  x   0.99994706  =   0.99989744
 DG6812
 DG6812                          SUPERSEDED SURVEY CONTROL
 DG6812
 DG6812.No superseded survey control is available for this station.
 DG6812
 DG6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7396620949(NAD 83)
 DG6812_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6812
 DG6812                          STATION DESCRIPTION
 DG6812
 DG6812'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG6812'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6812'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6812'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6812'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6812'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG6813 ***********************************************************************
 DG6813  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6813  DESIGNATION -  CANTON COOP CORS L1 PHASE CENTER
 DG6813  CORS_ID     -  SCSO
 DG6813  PID         -  DG6813
 DG6813  STATE/COUNTY-  OH/STARK
 DG6813  USGS QUAD   -  CANTON EAST (1985)
 DG6813
 DG6813                         *CURRENT SURVEY CONTROL
 DG6813  ___________________________________________________________________
 DG6813* NAD 83(CORS)-  40 50 20.97867(N)    081 18 31.71227(W)     ADJUSTED  
 DG6813* NAVD 88     -                                                        
 DG6813  ___________________________________________________________________
 DG6813  EPOCH DATE  -        2002.00
 DG6813  X           -     730,237.972 (meters)                     COMP
 DG6813  Y           -  -4,777,038.424 (meters)                     COMP
 DG6813  Z           -   4,149,133.399 (meters)                     COMP
 DG6813  ELLIP HEIGHT-         316.44  (meters)          (04/??/04) GPS OBS
 DG6813  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 DG6813
 DG6813  HORZ ORDER  -  SPECIAL (CORS)
 DG6813  ELLP ORDER  -  SPECIAL (CORS)
 DG6813
 DG6813.ITRF positions are available for this station.
 DG6813.The coordinates were established by GPS observations
 DG6813.and adjusted by the National Geodetic Survey in April 2004..
 DG6813.The coordinates are valid at the epoch date displayed above.
 DG6813.The epoch date for horizontal control is a decimal equivalence
 DG6813.of Year/Month/Day.
 DG6813
 DG6813
 DG6813.The PID for the CORS ARP is DG6812.
 DG6813
 DG6813.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6813
 DG6813.The ellipsoidal height was determined by GPS observations
 DG6813.and is referenced to NAD 83.
 DG6813
 DG6813.The geoid height was determined by GEOID03.
 DG6813
 DG6813;                    North         East     Units Scale Factor Converg.
 DG6813;SPC OH N     -   130,886.562   700,455.867   MT  0.99994706   +0 46 57.2
 DG6813
 DG6813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6813!SPC OH N     -   0.99995036  x   0.99994706  =   0.99989743
 DG6813
 DG6813                          SUPERSEDED SURVEY CONTROL
 DG6813
 DG6813.No superseded survey control is available for this station.
 DG6813
 DG6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7396620949(NAD 83)
 DG6813_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6813
 DG6813                          STATION DESCRIPTION
 DG6813
 DG6813'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6813'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6813'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6813'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6813'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6813'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3391 ***********************************************************************
 KY3391  DESIGNATION -  CANTON DROP FORGE CO STACK
 KY3391  PID         -  KY3391
 KY3391  STATE/COUNTY-  OH/STARK
 KY3391  USGS QUAD   -  CANTON WEST (1985)
 KY3391
 KY3391                         *CURRENT SURVEY CONTROL
 KY3391  ___________________________________________________________________
 KY3391* NAD 83(1995)-  40 46 58.54092(N)    081 26 02.90724(W)     ADJUSTED  
 KY3391* NAVD 88     -                                                        
 KY3391  ___________________________________________________________________
 KY3391  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 KY3391  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KY3391
 KY3391  HORZ ORDER  -  THIRD
 KY3391
 KY3391.The horizontal coordinates were established by classical geodetic methods
 KY3391.and adjusted by the National Geodetic Survey in April 1998..
 KY3391
 KY3391
 KY3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3391
 KY3391.The geoid height was determined by GEOID03.
 KY3391
 KY3391;                    North         East     Units Scale Factor Converg.
 KY3391;SPC OH N     -   124,505.923   689,963.206   MT  0.99995143   +0 42 00.8
 KY3391;UTM  17      - 4,514,751.122   463,368.509   MT  0.99961652   -0 17 00.9
 KY3391
 KY3391                          SUPERSEDED SURVEY CONTROL
 KY3391
 KY3391  NAD 83(1986)-  40 46 58.55072(N)    081 26 02.91245(W) AD(       ) 4
 KY3391  NAD 27      -  40 46 58.34000(N)    081 26 03.48700(W) AD(       ) 3
 KY3391
 KY3391.Superseded values are not recommended for survey control.
 KY3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3391.See file dsdata.txt to determine how the superseded data were derived.
 KY3391
 KY3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6336914751(NAD 83)
 KY3391_MARKER: 63 = STACK
 KY3391
 KY3391  HISTORY     - Date     Condition        Report By
 KY3391  HISTORY     - 1943     FIRST OBSERVED   CGS
 KY3391  HISTORY     - 1944     GOOD             CGS
 KY3391  HISTORY     - 1962     GOOD             CGS
 KY3391  HISTORY     - 19930427 GOOD             OHDT
 KY3391
 KY3391                          STATION DESCRIPTION
 KY3391
 KY3391'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KY3391'ABOUT 3.5 MILES W OF CENTER OF CANTON ON THE N SIDE OF A
 KY3391'MACADAM
 KY3391'CANTON-MASSILLON ROAD.  THE STACK IS OF BRICK CONSTRUCTION,
 KY3391'225 FEET IN HEIGHT AND MAY
 KY3391'BE IDENTIFIED BY A SILVER TANK
 KY3391'CLOSEBY.  THE STACK WAS BUILT IN 1942.
 KY3391'
 KY3391'THE CENTER OF THE STACK AT THE TOP WAS THE POINT SIGHTED.
 KY3391'
 KY3391'THIS IS AN INTERSECTION STATION.
 KY3391
 KY3391                          STATION RECOVERY (1944)
 KY3391
 KY3391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 KY3391'RECOVERED AS DESCRIBED.
 KY3391
 KY3391                          STATION RECOVERY (1962)
 KY3391
 KY3391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
 KY3391'STATION RECOVERED IN GOOD CONDITION.
 KY3391
 KY3391                          STATION RECOVERY (1993)
 KY3391
 KY3391'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY3391'----REPORT BY ODOT ----- YEAR - 1993 ----- CONDITION -GOOD------
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3399 ***********************************************************************
 KY3399  DESIGNATION -  CANTON E OHIO GAS MICROWAVE
 KY3399  PID         -  KY3399
 KY3399  STATE/COUNTY-  OH/STARK
 KY3399  USGS QUAD   -  CANTON WEST (1985)
 KY3399
 KY3399                         *CURRENT SURVEY CONTROL
 KY3399  ___________________________________________________________________
 KY3399* NAD 83(1995)-  40 51 49.64924(N)    081 27 50.17343(W)     ADJUSTED  
 KY3399* NAVD 88     -                                                        
 KY3399  ___________________________________________________________________
 KY3399  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 KY3399  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KY3399
 KY3399  HORZ ORDER  -  THIRD
 KY3399
 KY3399.The horizontal coordinates were established by classical geodetic methods
 KY3399.and adjusted by the National Geodetic Survey in April 1998..
 KY3399
 KY3399
 KY3399.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3399
 KY3399.The geoid height was determined by GEOID03.
 KY3399
 KY3399;                    North         East     Units Scale Factor Converg.
 KY3399;SPC OH N     -   133,454.443   687,341.730   MT  0.99994544   +0 40 50.3
 KY3399;UTM  17      - 4,523,740.367   460,901.907   MT  0.99961881   -0 18 12.7
 KY3399
 KY3399                          SUPERSEDED SURVEY CONTROL
 KY3399
 KY3399  NAD 83(1986)-  40 51 49.65616(N)    081 27 50.17873(W) AD(       ) 4
 KY3399  NAD 27      -  40 51 49.45016(N)    081 27 50.77896(W) AD(       ) 3
 KY3399
 KY3399.Superseded values are not recommended for survey control.
 KY3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3399.See file dsdata.txt to determine how the superseded data were derived.
 KY3399
 KY3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6090223740(NAD 83)
 KY3399_MARKER: 44 = MICROWAVE MAST
 KY3399_SETTING: 0 = UNSPECIFIED SETTING
 KY3399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3399
 KY3399  HISTORY     - Date     Condition        Report By
 KY3399  HISTORY     - 1977     FIRST OBSERVED   NGS
 KY3399  HISTORY     - 19930427 GOOD             OHDT
 KY3399
 KY3399                          STATION DESCRIPTION
 KY3399
 KY3399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3399'THE STATION IS THE TOP CENTER OF THE CANTON EAST OHIO GAS
 KY3399'COMPANY MICROWAVE MAST KQA 803.  IT IS A GUYED MAST WITH TWO
 KY3399'DISK SHAPED ANTENNAS AT THE TOP, GRAY IN COLOR AND
 KY3399'APPROXIMATELY 100 FEET HIGH.
 KY3399'
 KY3399'IT IS LOCATED ABOUT 7.0 MILES NORTHWEST OF THE CENTER OF CANTON,
 KY3399'0.3 MILE WEST OF LAKE GABLE, 0.15 MILE WEST OF BRUNNERDALE AVENUE
 KY3399'AND AT PLANT NO 4.
 KY3399'
 KY3399'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 KY3399
 KY3399                          STATION RECOVERY (1993)
 KY3399
 KY3399'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY3399'----REPORT BY ODOT ----- YEAR 1993 --------- CONDITION GOOD ------
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3386 ***********************************************************************
 KY3386  DESIGNATION -  CANTON EAST BASE
 KY3386  PID         -  KY3386
 KY3386  STATE/COUNTY-  OH/STARK
 KY3386  USGS QUAD   -  CANTON WEST (1985)
 KY3386
 KY3386                         *CURRENT SURVEY CONTROL
 KY3386  ___________________________________________________________________
 KY3386* NAD 83(1995)-  40 46 49.18312(N)    081 24 58.40859(W)     ADJUSTED  
 KY3386* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 KY3386  ___________________________________________________________________
 KY3386  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 KY3386  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KY3386
 KY3386  HORZ ORDER  -  FIRST
 KY3386
 KY3386.The horizontal coordinates were established by classical geodetic methods
 KY3386.and adjusted by the National Geodetic Survey in April 1998..
 KY3386
 KY3386.The orthometric height was scaled from a topographic map.
 KY3386
 KY3386.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3386
 KY3386.The geoid height was determined by GEOID03.
 KY3386
 KY3386;                    North         East     Units Scale Factor Converg.
 KY3386;SPC OH N     -   124,235.935   691,478.929   MT  0.99995165   +0 42 43.2
 KY3386;UTM  17      - 4,514,455.247   464,878.866   MT  0.99961518   -0 16 18.7
 KY3386
 KY3386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3386!SPC OH N     -   0.99995128  x   0.99995165  =   0.99990293
 KY3386!UTM  17      -   0.99995128  x   0.99961518  =   0.99956648
 KY3386
 KY3386|---------------------------------------------------------------------|
 KY3386| PID    Reference Object                     Distance      Geod. Az  |
 KY3386|                                                           dddmmss.s |
 KY3386| CC9767 CANTON EAST BASE RM 1                22.314 METERS 09404     |
 KY3386| KY3391 CANTON DROP FORGE CO STACK          APPROX. 1.5 KM 2804842.7 |
 KY3386| CC9768 CANTON EAST BASE RM 2                20.842 METERS 29820     |
 KY3386|---------------------------------------------------------------------|
 KY3386
 KY3386                          SUPERSEDED SURVEY CONTROL
 KY3386
 KY3386  NAD 83(1986)-  40 46 49.19276(N)    081 24 58.41307(W) AD(       ) 1
 KY3386  NAD 27      -  40 46 48.98100(N)    081 24 58.99100(W) AD(       ) 1
 KY3386
 KY3386.Superseded values are not recommended for survey control.
 KY3386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3386.See file dsdata.txt to determine how the superseded data were derived.
 KY3386
 KY3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6487914455(NAD 83)
 KY3386_MARKER: Z = SEE DESCRIPTION
 KY3386_SETTING: 0 = UNSPECIFIED SETTING
 KY3386
 KY3386  HISTORY     - Date     Condition        Report By
 KY3386  HISTORY     - 1943     MONUMENTED       CGS
 KY3386  HISTORY     - 1944     SEE DESCRIPTION  CGS
 KY3386  HISTORY     - 1946     SEE DESCRIPTION  OH-151
 KY3386
 KY3386                          STATION DESCRIPTION
 KY3386
 KY3386'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KY3386'STATION IS
 KY3386'LOCATED ONE BLOCK
 KY3386'OUTSIDE THE W CITY LIMITS OF CANTON.  THE STATION
 KY3386'IS ON THE RIDGE OF AN OLD GRAVEL
 KY3386'PIT, 46.6 FEET SW OF SW CORNER
 KY3386'OF A BROWN SHINGLED HOUSE, 31.3 FEET S OF SE CORNER
 KY3386'OF THE
 KY3386'GARAGE.  THE DISK IS STAMPED EAST BASE 1943.
 KY3386'
 KY3386'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 KY3386'SET IN CONCRETE.
 KY3386'
 KY3386'REFERENCE MARK 1 IS 73.20 FEET E OF THE STATION, 20.2 FEET S
 KY3386'OF SE CORNER OF A
 KY3386'BROWN SHINGLED HOUSE, AND 41.3 FEET W OF THE
 KY3386'APPROXIMATE CENTER LINE OF THE ROAD.
 KY3386'THE DISK, WITH ARROW POINTING
 KY3386'TO STATION, IS STAMPED EAST BASE NO 1 1943.
 KY3386'
 KY3386'REFERENCE MARK 2 IS 68.39 FEET WNW OF THE STATION, 38.6 FEET
 KY3386'W OF THE SW CORNER
 KY3386'OF A GARAGE.  THE DISK, WITH ARROW POINTING TO
 KY3386'STATION, IS STAMPED EAST BASE NO 2
 KY3386'1943.
 KY3386'
 KY3386'CANTON DROP FORGE, STACK, WAS USED AS AN AZIMUTH MARK AND IS
 KY3386'ABOUT 1 MILE NW OF
 KY3386'THE STATION.
 KY3386'
 KY3386'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 62 AND
 KY3386'SOUTHWEST
 KY3386'SEVENTEENTH STREET ABOUT 3 BLOCKS W OF THE W LIMITS OF
 KY3386'THE CITY OF CANTON, GO E ON
 KY3386'SOUTHWEST SEVENTEENTH STREET FOR 2
 KY3386'BLOCKS, TURN RIGHT AND GO TO THE FIRST HOUSE
 KY3386'ON THE LEFT, TURN
 KY3386'LEFT ON THE S SIDE OF THE HOUSE AND PROCEED TO THE TOP OF THE
 KY3386'HILL AND
 KY3386'STATION.
 KY3386'
 KY3386'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 KY3386
 KY3386                          STATION RECOVERY (1944)
 KY3386
 KY3386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 KY3386'STATION AND REFERENCE MARKS WERE RECOVERED AS
 KY3386'DESCRIBED.  THE
 KY3386'MARKS WERE ALL RESTAMPED TO READ CANTON EAST
 KY3386'BASE.  BROWN-SHINGLED HOUSE IS NOW
 KY3386'GREEN.
 KY3386'
 KY3386'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 KY3386
 KY3386                          STATION RECOVERY (1946)
 KY3386
 KY3386'RECOVERY NOTE BY STARK COUNTY OHIO 1946 (LKZ)
 KY3386'LETTER OF MR. L.K. ZERBE,
 KY3386'COUNTY ENGINEER,
 KY3386'CANTON, OHIO, DATED NOVEMBER 25, 1946-
 KY3386'
 KY3386'STATION AND REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED BY
 KY3386'THE OWNER OF THE
 KY3386'PROPERTY IN THE CONSTRUCTION OF HOMES.
 KY3386'
 KY3386'STATION MARK STAMPED CANTON EAST BASE 1943 WAS FOUND LYING
 KY3386'OUT OF GROUND AND
 KY3386'THE TWO REFERENCE MARKS WERE NOT FOUND. THEY
 KY3386'WERE PROBABLY REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3385 ***********************************************************************
 KY3385  DESIGNATION -  CANTON FIRST NATL BANK BLDG FP
 KY3385  PID         -  KY3385
 KY3385  STATE/COUNTY-  OH/STARK
 KY3385  USGS QUAD   -  CANTON WEST (1985)
 KY3385
 KY3385                         *CURRENT SURVEY CONTROL
 KY3385  ___________________________________________________________________
 KY3385* NAD 83(1995)-  40 47 53.81598(N)    081 22 30.45077(W)     ADJUSTED  
 KY3385* NAVD 88     -                                                        
 KY3385  ___________________________________________________________________
 KY3385  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 KY3385  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KY3385
 KY3385  HORZ ORDER  -  THIRD
 KY3385
 KY3385.The horizontal coordinates were established by classical geodetic methods
 KY3385.and adjusted by the National Geodetic Survey in April 1998..
 KY3385
 KY3385
 KY3385.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3385
 KY3385.The geoid height was determined by GEOID03.
 KY3385
 KY3385;                    North         East     Units Scale Factor Converg.
 KY3385;SPC OH N     -   126,273.338   694,922.131   MT  0.99995014   +0 44 20.4
 KY3385;UTM  17      - 4,516,432.554   468,355.375   MT  0.99961233   -0 14 42.4
 KY3385
 KY3385                          SUPERSEDED SURVEY CONTROL
 KY3385
 KY3385  NAD 83(1986)-  40 47 53.82499(N)    081 22 30.45571(W) AD(       ) 4
 KY3385  NAD 27      -  40 47 53.61300(N)    081 22 31.03500(W) AD(       ) 3
 KY3385
 KY3385.Superseded values are not recommended for survey control.
 KY3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3385.See file dsdata.txt to determine how the superseded data were derived.
 KY3385
 KY3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6835516433(NAD 83)
 KY3385_MARKER: 83 = FLAGSTAFF
 KY3385_SETTING: 0 = UNSPECIFIED SETTING
 KY3385
 KY3385  HISTORY     - Date     Condition        Report By
 KY3385  HISTORY     - 1944     FIRST OBSERVED   CGS
 KY3385  HISTORY     - 19930723 GOOD             OHDT
 KY3385  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 KY3385
 KY3385                          STATION DESCRIPTION
 KY3385
 KY3385'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 KY3385'STATION IS LOCATED ATOP A 12-STORY YELLOW BRICK
 KY3385'BUILDING.  IT IS
 KY3385'ON THE SW CORNER OF MARKET AND S TUSCARAWAS
 KY3385'STREET W IN THE CITY OF CANTON.
 KY3385'THE POINT OBSERVED WAS THE TOP
 KY3385'OF THE FLAGPOLE.
 KY3385
 KY3385                          STATION RECOVERY (1993)
 KY3385
 KY3385'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY3385'------REPORT BY ODOT----- YEAR 1993--------CONDITION - GOOD-----
 KY3385
 KY3385                          STATION RECOVERY (1998)
 KY3385
 KY3385'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY3385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3387 ***********************************************************************
 KY3387  DESIGNATION -  CANTON MERIDIAN MARK
 KY3387  PID         -  KY3387
 KY3387  STATE/COUNTY-  OH/STARK
 KY3387  USGS QUAD   -  CANTON WEST (1985)
 KY3387
 KY3387                         *CURRENT SURVEY CONTROL
 KY3387  ___________________________________________________________________
 KY3387* NAD 83(1995)-  40 48 08.01388(N)    081 24 32.83491(W)     ADJUSTED  
 KY3387* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 KY3387  ___________________________________________________________________
 KY3387  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 KY3387  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KY3387
 KY3387  HORZ ORDER  -  SECOND
 KY3387
 KY3387.The horizontal coordinates were established by classical geodetic methods
 KY3387.and adjusted by the National Geodetic Survey in April 1998..
 KY3387
 KY3387.The orthometric height was scaled from a topographic map.
 KY3387
 KY3387.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3387
 KY3387.The geoid height was determined by GEOID03.
 KY3387
 KY3387;                    North         East     Units Scale Factor Converg.
 KY3387;SPC OH N     -   126,674.807   692,048.100   MT  0.99994982   +0 42 60.0
 KY3387;UTM  17      - 4,516,883.171   465,489.627   MT  0.99961466   -0 16 02.4
 KY3387
 KY3387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3387!SPC OH N     -   0.99995269  x   0.99994982  =   0.99990251
 KY3387!UTM  17      -   0.99995269  x   0.99961466  =   0.99956737
 KY3387
 KY3387                          SUPERSEDED SURVEY CONTROL
 KY3387
 KY3387  NAD 83(1986)-  40 48 08.02310(N)    081 24 32.83930(W) AD(       ) 2
 KY3387  NAD 27      -  40 48 07.81200(N)    081 24 33.41600(W) AD(       ) 2
 KY3387
 KY3387.Superseded values are not recommended for survey control.
 KY3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3387.See file dsdata.txt to determine how the superseded data were derived.
 KY3387
 KY3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6549016883(NAD 83)
 KY3387_MARKER: Z = SEE DESCRIPTION
 KY3387_SETTING: 0 = UNSPECIFIED SETTING
 KY3387_MARK LOGO: USGS  
 KY3387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3387
 KY3387  HISTORY     - Date     Condition        Report By
 KY3387  HISTORY     - 1944     MONUMENTED       USGS
 KY3387  HISTORY     - 1962     GOOD             CGS
 KY3387  HISTORY     - 19930422 MARK NOT FOUND   OHDT
 KY3387
 KY3387                          STATION DESCRIPTION
 KY3387
 KY3387'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 KY3387'STATION IS LOCATED ON THE STARK COUNTY FAIRGROUNDS, ABOUT
 KY3387'1-1/2 MILES W OF
 KY3387'THE BUSINESS DISTRICT OF THE CITY OF CANTON, 52
 KY3387'FEET SE OF THE FLAGPOLE, 29.5 FEET
 KY3387'NW OF A POWER-TRANSMISSION
 KY3387'LINE POLE, AND 26 FEET N OF THE INSIDE RAIL OF THE
 KY3387'RACE TRACK.
 KY3387'
 KY3387'STATION DISK IS A STANDARD U.S. GEOLOGICAL SURVEY MERIDIAN
 KY3387'DISK SET IN A 6-
 KY3387'BY 6-INCH GRANITE POST.
 KY3387'
 KY3387'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FAIR,
 KY3387'THE DISTANCE BEING
 KY3387'161.677 METERS.
 KY3387'
 KY3387'TO REACH THE STATION FROM THE INTERSECTION OF CLEVELAND AVENUE
 KY3387'AND TUSCARAWAS
 KY3387'STREET IN CANTON, GO W ON TUSCARAWAS STREET
 KY3387'FOR 1.5 MILES TO WERTZ AVENUE NW,
 KY3387'TURN RIGHT AND GO 0.2 MILE TO
 KY3387'THE ENTRANCE NEAR THE HORSEBARN, TURN LEFT INTO
 KY3387'FAIRGROUNDS AND
 KY3387'GO TO THE FLAGPOLE AND MARK.
 KY3387
 KY3387                          STATION RECOVERY (1962)
 KY3387
 KY3387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
 KY3387'THE MONUMENT, CONTAINING A DRILL HOLE BUT NO DISK, WAS RECOVERED IN
 KY3387'FAIR CONDITION AS DESCRIBED.
 KY3387
 KY3387                          STATION RECOVERY (1993)
 KY3387
 KY3387'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY3387'----- REPORT BY ODOT ---- YEAR - 1993 ------ CONDITION - UNKNOWN---
 KY3387' 
 KY3387'NOTE ** FLAGPOLE IS A COUPLE OF HUNDRED FEET FROM INSIDE THE TRACK.
 KY3387'MEASUREMENTS GIVEN DO NOT LINE UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3377 ***********************************************************************
 KY3377  DESIGNATION -  CANTON OH BELL POLICE RAD TWR
 KY3377  PID         -  KY3377
 KY3377  STATE/COUNTY-  OH/STARK
 KY3377  USGS QUAD   -  CANTON EAST (1985)
 KY3377
 KY3377                         *CURRENT SURVEY CONTROL
 KY3377  ___________________________________________________________________
 KY3377* NAD 83(1995)-  40 47 31.24100(N)    081 18 09.67027(W)     ADJUSTED  
 KY3377* NAVD 88     -                                                        
 KY3377  ___________________________________________________________________
 KY3377  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 KY3377  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KY3377
 KY3377  HORZ ORDER  -  THIRD
 KY3377
 KY3377.The horizontal coordinates were established by classical geodetic methods
 KY3377.and adjusted by the National Geodetic Survey in April 1998..
 KY3377
 KY3377
 KY3377.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3377
 KY3377.The geoid height was determined by GEOID03.
 KY3377
 KY3377;                    North         East     Units Scale Factor Converg.
 KY3377;SPC OH N     -   125,658.442   701,044.058   MT  0.99995066   +0 47 11.7
 KY3377;UTM  17      - 4,515,712.839   474,463.757   MT  0.99960803   -0 11 51.9
 KY3377
 KY3377                          SUPERSEDED SURVEY CONTROL
 KY3377
 KY3377  NAD 83(1986)-  40 47 31.24912(N)    081 18 09.67721(W) AD(       ) 4
 KY3377  NAD 27      -  40 47 31.03818(N)    081 18 10.27570(W) AD(       ) 3
 KY3377
 KY3377.Superseded values are not recommended for survey control.
 KY3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3377.See file dsdata.txt to determine how the superseded data were derived.
 KY3377
 KY3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7446415713(NAD 83)
 KY3377_MARKER: 43 = RADIO/TV TOWER
 KY3377_SETTING: 0 = UNSPECIFIED SETTING
 KY3377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3377+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 KY3377
 KY3377  HISTORY     - Date     Condition        Report By
 KY3377  HISTORY     - 1950     FIRST OBSERVED   CGS
 KY3377  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KY3377  HISTORY     - 19930723 GOOD             OHDT
 KY3377  HISTORY     - 20021026 GOOD             USPSQD
 KY3377
 KY3377                          STATION DESCRIPTION
 KY3377
 KY3377'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3377'LOCATED ABOUT 3.0 MILES EAST-NORTHEAST OF CANTON AND 1.0 MILE
 KY3377'WEST-NORTHWEST OF
 KY3377'EAST CANTON AND 0.45 MILE NORTH OF U.S. HIGHWAY NO 30.  IT IS A
 KY3377'TRIANGULAR SHAPED STEEL STRUCTURE 150
 KY3377'FEET HIGH PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE
 KY3377'WITH THREE SETS OF RED LIGHTS AT INTERVALS ON
 KY3377'EACH SIDE OF STRUCTURE AND RED LIGHT ON
 KY3377'TOP.  POINT OBSERVED UPON, RED LIGHT ON TOP OF STRUCTURE.
 KY3377
 KY3377                          STATION RECOVERY (1958)
 KY3377
 KY3377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 KY3377'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE
 KY3377'AND CORRECT.
 KY3377
 KY3377                          STATION RECOVERY (1993)
 KY3377
 KY3377'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY3377'-------REPORT BY ODOT --------YEAR 1993--------CONDITION - GOOD----
 KY3377' 
 KY3377'NOTE** TOWER IS NOW PAINTED GREY.
 KY3377
 KY3377                          STATION RECOVERY (2002)
 KY3377
 KY3377'RECOVERY NOTE BY US POWER SQUADRON 2002
 KY3377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3381 ***********************************************************************
 KY3381  DESIGNATION -  CANTON OHIO POWER CO PLT STK
 KY3381  PID         -  KY3381
 KY3381  STATE/COUNTY-  OH/STARK
 KY3381  USGS QUAD   -  CANTON EAST (1985)
 KY3381
 KY3381                         *CURRENT SURVEY CONTROL
 KY3381  ___________________________________________________________________
 KY3381* NAD 83(1995)-  40 47 46.68029(N)    081 22 10.08305(W)     ADJUSTED  
 KY3381* NAVD 88     -                                                        
 KY3381  ___________________________________________________________________
 KY3381  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 KY3381  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KY3381
 KY3381  HORZ ORDER  -  THIRD
 KY3381
 KY3381.The horizontal coordinates were established by classical geodetic methods
 KY3381.and adjusted by the National Geodetic Survey in April 1998..
 KY3381
 KY3381
 KY3381.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3381
 KY3381.The geoid height was determined by GEOID03.
 KY3381
 KY3381;                    North         East     Units Scale Factor Converg.
 KY3381;SPC OH N     -   126,059.425   695,402.380   MT  0.99995030   +0 44 33.7
 KY3381;UTM  17      - 4,516,210.499   468,831.718   MT  0.99961196   -0 14 29.0
 KY3381
 KY3381                          SUPERSEDED SURVEY CONTROL
 KY3381
 KY3381  NAD 83(1986)-  40 47 46.68916(N)    081 22 10.08772(W) AD(       ) 4
 KY3381  NAD 27      -  40 47 46.48168(N)    081 22 10.68513(W) AD(       ) 3
 KY3381
 KY3381.Superseded values are not recommended for survey control.
 KY3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3381.See file dsdata.txt to determine how the superseded data were derived.
 KY3381
 KY3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6883216210(NAD 83)
 KY3381
 KY3381  HISTORY     - Date     Condition        Report By
 KY3381  HISTORY     - 1950     MONUMENTED       CGS
 KY3381  HISTORY     - 19930723 MARK NOT FOUND   OHDT
 KY3381
 KY3381                          STATION DESCRIPTION
 KY3381
 KY3381'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3381'LOCATED IN THE SOUTHEAST EDGE OF THE BUSINESS SECTION OF
 KY3381'CANTON ON THE
 KY3381'SOUTH SIDE OF 2ND STREET S.E. AND COMMERCE STREET S.E. AND ABOUT 1
 KY3381'BLOCK SOUTH OF COMBINED ROUTES U.S.
 KY3381'HIGHWAY NO 30 AND STATE ROUTE NO 43.  IT IS AN ALL STEEL
 KY3381'STRUCTURE 230 FEET HIGH PAINTED ALUMINUM WITH
 KY3381'BLACK LETTERING COOK ELECTRICALLY DOWN
 KY3381'EAST AND WEST SIDES OF STRUCTURE.  POINT OBSERVED UPON, CENTER
 KY3381'OF TOP OF STACK.
 KY3381
 KY3381                          STATION RECOVERY (1993)
 KY3381
 KY3381'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY3381'-------REPORT BY ODOT------YEAR 1993-------- CONDITION - UNKNOWN---
 KY3381' 
 KY3381'NOTE** A SEARCH WAS MADE FOR STACK BUT COULD NOT FIND, BELIEVED
 KY3381'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3390 ***********************************************************************
 KY3390  DESIGNATION -  CANTON RADIO WHBC N TOWER
 KY3390  PID         -  KY3390
 KY3390  STATE/COUNTY-  OH/STARK
 KY3390  USGS QUAD   -  CANTON WEST (1985)
 KY3390
 KY3390                         *CURRENT SURVEY CONTROL
 KY3390  ___________________________________________________________________
 KY3390* NAD 83(1995)-  40 45 05.66962(N)    081 26 35.19343(W)     ADJUSTED  
 KY3390* NAVD 88     -                                                        
 KY3390  ___________________________________________________________________
 KY3390  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 KY3390  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KY3390
 KY3390  HORZ ORDER  -  THIRD
 KY3390
 KY3390.The horizontal coordinates were established by classical geodetic methods
 KY3390.and adjusted by the National Geodetic Survey in April 1998..
 KY3390
 KY3390
 KY3390.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3390
 KY3390.The geoid height was determined by GEOID03.
 KY3390
 KY3390;                    North         East     Units Scale Factor Converg.
 KY3390;SPC OH N     -   121,015.384   689,248.461   MT  0.99995428   +0 41 39.6
 KY3390;UTM  17      - 4,511,274.536   462,594.205   MT  0.99961722   -0 17 21.3
 KY3390
 KY3390                          SUPERSEDED SURVEY CONTROL
 KY3390
 KY3390  NAD 83(1986)-  40 45 05.68012(N)    081 26 35.19772(W) AD(       ) 4
 KY3390  NAD 27      -  40 45 05.46982(N)    081 26 35.77781(W) AD(       ) 3
 KY3390
 KY3390.Superseded values are not recommended for survey control.
 KY3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3390.See file dsdata.txt to determine how the superseded data were derived.
 KY3390
 KY3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6259411275(NAD 83)
 KY3390_MARKER: 43 = RADIO/TV TOWER
 KY3390_SETTING: 0 = UNSPECIFIED SETTING
 KY3390
 KY3390  HISTORY     - Date     Condition        Report By
 KY3390  HISTORY     - 1959     FIRST OBSERVED   CGS
 KY3390  HISTORY     - 19830427 GOOD             OHDT
 KY3390  HISTORY     - 19930427 MARK NOT FOUND   OHDT
 KY3390
 KY3390                          STATION DESCRIPTION
 KY3390
 KY3390'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3390'THE STATION IS THE FLASHING RED LIGHT AT THE TOP CENTER OF
 KY3390'THE MOST NORTHERLY
 KY3390'TOWER OF FOUR TOWERS LOCATED ABOUT 5 MILES SOUTHWEST OF CANTON AND
 KY3390'4 MILES NORTHEAST OF NAVARRE.
 KY3390'
 KY3390'THE TOWER IS A STEEL STRUCTURE SUPPORTED BY GUY WIRES AND IS
 KY3390'362 FEET HIGH.
 KY3390
 KY3390                          STATION RECOVERY (1983)
 KY3390
 KY3390'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1983 (CLN)
 KY3390'THE STATION, CANTON RADIO STATION WHBC NORTH TOWER, WAS RECOVERED AS
 KY3390'DESCRIBED IN 1959.  THE TOWER IS THE MOST NORTHERLY AND LARGEST OF
 KY3390'FOUR TOWERS.
 KY3390
 KY3390                          STATION RECOVERY (1993)
 KY3390
 KY3390'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY3390'-----REPORT BY ODOT ------YEAR 1993 --------CONDITION -NOT FOUND---
 KY3390' 
 KY3390'NOTE ** INDUSTRIAL TOOL CO. IS NOW BUILT ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3384 ***********************************************************************
 KY3384  DESIGNATION -  CANTON STARK CO INFIRMARY TK
 KY3384  PID         -  KY3384
 KY3384  STATE/COUNTY-  OH/STARK
 KY3384  USGS QUAD   -  CANTON WEST (1985)
 KY3384
 KY3384                         *CURRENT SURVEY CONTROL
 KY3384  ___________________________________________________________________
 KY3384* NAD 83(1995)-  40 49 39.82498(N)    081 22 49.02941(W)     ADJUSTED  
 KY3384* NAVD 88     -                                                        
 KY3384  ___________________________________________________________________
 KY3384  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 KY3384  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KY3384
 KY3384  HORZ ORDER  -  THIRD
 KY3384
 KY3384.The horizontal coordinates were established by classical geodetic methods
 KY3384.and adjusted by the National Geodetic Survey in April 1998..
 KY3384
 KY3384
 KY3384.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3384
 KY3384.The geoid height was determined by GEOID03.
 KY3384
 KY3384;                    North         East     Units Scale Factor Converg.
 KY3384;SPC OH N     -   129,537.390   694,444.688   MT  0.99994787   +0 44 08.1
 KY3384;UTM  17      - 4,519,703.224   467,934.208   MT  0.99961266   -0 14 55.1
 KY3384
 KY3384                          SUPERSEDED SURVEY CONTROL
 KY3384
 KY3384  NAD 83(1986)-  40 49 39.83354(N)    081 22 49.03381(W) AD(       ) 4
 KY3384  NAD 27      -  40 49 39.62000(N)    081 22 49.61000(W) AD(       ) 3
 KY3384
 KY3384.Superseded values are not recommended for survey control.
 KY3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3384.See file dsdata.txt to determine how the superseded data were derived.
 KY3384
 KY3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6793419703(NAD 83)
 KY3384
 KY3384  HISTORY     - Date     Condition        Report By
 KY3384  HISTORY     - 1944     MONUMENTED       CGS
 KY3384  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KY3384  HISTORY     - 19930427 MARK NOT FOUND   OHDT
 KY3384
 KY3384                          STATION DESCRIPTION
 KY3384
 KY3384'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 KY3384'STATION IS THE CONICAL-SHAPED-ROOF WATER TANK,
 KY3384'ATOP A FOUR-LEGGED
 KY3384'STEEL STRUCTURE ABOUT 100 FEET HIGH LOCATED AT
 KY3384'THE W EDGE OF THE CITY OF CANTON.  IT
 KY3384'IS ON THE N SIDE OF THE
 KY3384'POWER-HOUSE OF THE STARK COUNTY INFIRMARY.  THE POINT
 KY3384'OBSERVED
 KY3384'WAS THE SMALL BALL ON TOP OF THE TANK.
 KY3384'
 KY3384'TO REACH FROM THE INTERSECTION OF CLEVELAND STREET AND TWENTYSIXTH
 KY3384'STREET NW IN THE N
 KY3384'PART OF CANTON, GO E ON DRIVEWAY LEADING
 KY3384'TO THE INFIRMARY FOR 0.2 MILE, TURN
 KY3384'LEFT AND GO 0.15 MILE TO THE
 KY3384'TANK ON THE RIGHT.
 KY3384
 KY3384                          STATION RECOVERY (1947)
 KY3384
 KY3384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAN)
 KY3384'DESCRIPTION SHOULD READ-
 KY3384'ON N SIDE OF TOWN
 KY3384'INSTEAD OF W EDGE OF CITY.
 KY3384
 KY3384                          STATION RECOVERY (1993)
 KY3384
 KY3384'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY3384'----REPORT BY ODOT --- YEAR 1993 -------- CONDITION ---- NOT FOUND--
 KY3384' 
 KY3384'NOTE** UNABLE TO FIND WATER TANK ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3393 ***********************************************************************
 KY3393  DESIGNATION -  CANTON WEST BASE
 KY3393  PID         -  KY3393
 KY3393  STATE/COUNTY-  OH/STARK
 KY3393  USGS QUAD   -  CANTON WEST (1985)
 KY3393
 KY3393                         *CURRENT SURVEY CONTROL
 KY3393  ___________________________________________________________________
 KY3393* NAD 83(1995)-  40 46 54.81602(N)    081 29 25.49845(W)     ADJUSTED  
 KY3393* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 KY3393  ___________________________________________________________________
 KY3393  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 KY3393  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KY3393
 KY3393  HORZ ORDER  -  FIRST
 KY3393
 KY3393.The horizontal coordinates were established by classical geodetic methods
 KY3393.and adjusted by the National Geodetic Survey in April 1998..
 KY3393
 KY3393.The orthometric height was scaled from a topographic map.
 KY3393
 KY3393.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3393
 KY3393.The geoid height was determined by GEOID03.
 KY3393
 KY3393;                    North         East     Units Scale Factor Converg.
 KY3393;SPC OH N     -   124,334.518   685,214.868   MT  0.99995152   +0 39 47.7
 KY3393;UTM  17      - 4,514,661.290   458,619.508   MT  0.99962108   -0 19 13.2
 KY3393
 KY3393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3393!SPC OH N     -   0.99995237  x   0.99995152  =   0.99990389
 KY3393!UTM  17      -   0.99995237  x   0.99962108  =   0.99957346
 KY3393
 KY3393:                Primary Azimuth Mark                     Grid Az
 KY3393:SPC OH N     -  CANTON WEST BASE AZ MK                   083 56 34.4
 KY3393:UTM  17      -  CANTON WEST BASE AZ MK                   084 55 35.3
 KY3393
 KY3393|---------------------------------------------------------------------|
 KY3393| PID    Reference Object                     Distance      Geod. Az  |
 KY3393|                                                           dddmmss.s |
 KY3393| KY3394 CANTON WEST BASE AZ MK              APPROX. 1.3 KM 0843622.1 |
 KY3393| KY3391 CANTON DROP FORGE CO STACK          APPROX. 4.8 KM 0883545.5 |
 KY3393| CC9769 CANTON WEST BASE RM 1                31.955 METERS 19239     |
 KY3393| KY3470 NAVARRE MUNICIPAL TANK              APPROX. 6.8 KM 2045618.4 |
 KY3393| KY3462 MASSILLON STATE HOSP WATER TK       APPROX. 2.2 KM 2111246.9 |
 KY3393| KY3456 MASSILLON CENTRAL STEEL CO STK      APPROX. 3.8 KM 2511325.4 |
 KY3393| KY3459 OHIO STATE POLICE RADIO MAST        APPROX. 8.7 KM 2820456.6 |
 KY3393| KY3461 MASSILLON MUNICIPAL STANDPIPE       APPROX. 2.9 KM 3274856.6 |
 KY3393| CC9770 CANTON WEST BASE RM 2                30.675 METERS 35227     |
 KY3393|---------------------------------------------------------------------|
 KY3393
 KY3393                          SUPERSEDED SURVEY CONTROL
 KY3393
 KY3393  NAD 83(1986)-  40 46 54.82585(N)    081 29 25.50276(W) AD(       ) 1
 KY3393  NAD 27      -  40 46 54.61700(N)    081 29 26.07100(W) AD(       ) 1
 KY3393
 KY3393.Superseded values are not recommended for survey control.
 KY3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3393.See file dsdata.txt to determine how the superseded data were derived.
 KY3393
 KY3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5862014661(NAD 83)
 KY3393_MARKER: DB = BENCH MARK DISK
 KY3393_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KY3393_STAMPING: WEST BASE 1943
 KY3393_MARK LOGO: CGS   
 KY3393_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3393
 KY3393  HISTORY     - Date     Condition        Report By
 KY3393  HISTORY     - 1943     MONUMENTED       CGS
 KY3393  HISTORY     - 1944     SEE DESCRIPTION  CGS
 KY3393  HISTORY     - 1969     GOOD             THOMAS
 KY3393  HISTORY     - 19930422 GOOD             OHDT
 KY3393
 KY3393                          STATION DESCRIPTION
 KY3393
 KY3393'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KY3393'ABOUT 2.0 MILES SE OF THE CENTER OF MASSILLON, ON PROPERTY OF MR. ED
 KY3393'STERN.  THE MARK IS
 KY3393'APPROXIMATELY 125 YARDS S OF THE FARMHOUSE, NEAR THE
 KY3393'HIGHEST GROUND AT THE W EDGE
 KY3393'OF A CULTIVATED FIELD, AND 19 FEET E
 KY3393'OF THE N-S PROPERTY-LINE FENCE.  THIS STATION
 KY3393'MARKS THE W END OF
 KY3393'THE CANTON BASE LINE.  THE DISK IS STAMPED WEST BASE 1943 AND IS
 KY3393'ABOUT 14
 KY3393'INCHES BELOW THE SURFACE OF THE GROUND.
 KY3393'
 KY3393'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 KY3393'DISKS SET IN
 KY3393'CONCRETE.
 KY3393'
 KY3393'REFERENCE MARK 1 IS 104.84 FEET SSW OF THE STATION, ON THE E
 KY3393'SIDE OF THE N-S
 KY3393'FENCELINE.  THE DISK, WITH ARROW POINTING TO STATION,
 KY3393'IS STAMPED WEST BASE NO 1 1943.
 KY3393'
 KY3393'REFERENCE MARK 2 IS 100.64 FEET NNW OF THE STATION, ON THE E
 KY3393'SIDE OF THE N-S
 KY3393'FENCELINE.  THE DISK, WITH ARROW POINTING TO STATION,
 KY3393'IS STAMPED WEST BASE NO 2 1943.
 KY3393'
 KY3393'AZIMUTH MARK IS 1253.488 METERS (4112.48 FEET) ENE OF THE
 KY3393'STATION.  IT IS
 KY3393'22.3 FEET S OF THE APPROXIMATE CENTER LINE OF A
 KY3393'PAVED E-W ROAD, 17.5 FEET E OF A
 KY3393'T-ROAD S, AND 7.0 FEET N OF A
 KY3393'FENCE CORNER.  THE DISK IS STAMPED WEST BASE 1943.
 KY3393'
 KY3393'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 KY3393'THIRD STREET SE IN
 KY3393'MASSILLON, GO SE ON THIRD STREET SE FOR 0.55
 KY3393'MILE, TURN LEFT ON WALNUT ROAD AND GO
 KY3393'0.9 MILE TO A CROSS ROAD.
 KY3393'KEEP LEFT AT THE CROSSROADS AND GO 0.6 MILE TO A FARM
 KY3393'DRIVE RIGHT.*
 KY3393'TURN RIGHT, PASSING THE HOUSE ON THE W SIDE, AND GO S 0.1 MILE TO
 KY3393'THE STATION.
 KY3393'
 KY3393'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO E ON THE PAVED
 KY3393'ROAD FOR 0.8 MILE
 KY3393'TO THE JUNCTION OF A T-ROAD RIGHT AND THE MARK
 KY3393'IN THE SE ANGLE OF INTERSECTION.
 KY3393'
 KY3393'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 KY3393
 KY3393                          STATION RECOVERY (1944)
 KY3393
 KY3393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 KY3393'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED
 KY3393'AS DESCRIBED IN
 KY3393'GOOD CONDITION.
 KY3393
 KY3393                          STATION RECOVERY (1969)
 KY3393
 KY3393'RECOVERY NOTE BY THOMAS ENG AND SURV 1969 (CES)
 KY3393'CANTON WEST BASE 1943 RECOVERED GOOD.
 KY3393'
 KY3393'WEST BASE NO. 1 RECOVERED GOOD.
 KY3393'
 KY3393'WEST BASE NO. 2 RECOVERED GOOD.
 KY3393'
 KY3393'NO CHANGES NECESSARY.
 KY3393
 KY3393                          STATION RECOVERY (1993)
 KY3393
 KY3393'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993
 KY3393'-----REPORT BY ODOT ----YEAR 1993 ---------CONDITION - GOOD------
 KY3393' 
 KY3393'NOTE** STATION IS LOCATED AT FARMHOUSE NO. 2407 SOUTHWAY AND 125 YDS.
 KY3393'SOUTH OF THE ROAD. 21 FT E OF A TRIPLE-TRUNKED CHERRY LOCATED IN N-S
 KY3393'PROPERTY LINE.  OWMS SET .5 FT NORTH
 KY3393' 
 KY3393'REFERENCE MARK NO. 2 RECOVERED, 23 FT SOUTH OF EAST OHIO GAS MARKER.
 KY3393'OWMS SET 1 FT SW OF MARK.  4 FT NE OF 15 INCH CHERRY TREE.
 KY3393' 
 KY3393'REFERENCE MARK NO. 1 RECOVERED, 11 FT SOUTH OF WILD CHERRY TREE, 20 FT
 KY3393'WEST OF CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3394 ***********************************************************************
 KY3394  DESIGNATION -  CANTON WEST BASE AZ MK
 KY3394  PID         -  KY3394
 KY3394  STATE/COUNTY-  OH/STARK
 KY3394  USGS QUAD   -  CANTON WEST (1985)
 KY3394
 KY3394                         *CURRENT SURVEY CONTROL
 KY3394  ___________________________________________________________________
 KY3394* NAD 83(1995)-  40 46 58.63243(N)    081 28 32.27537(W)     ADJUSTED  
 KY3394* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 KY3394  ___________________________________________________________________
 KY3394  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 KY3394  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KY3394
 KY3394  HORZ ORDER  -  SECOND
 KY3394
 KY3394.The horizontal coordinates were established by classical geodetic methods
 KY3394.and adjusted by the National Geodetic Survey in April 1998..
 KY3394
 KY3394.The orthometric height was scaled from a topographic map.
 KY3394
 KY3394.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3394
 KY3394.The geoid height was determined by GEOID03.
 KY3394
 KY3394;                    North         East     Units Scale Factor Converg.
 KY3394;SPC OH N     -   124,466.780   686,461.301   MT  0.99995142   +0 40 22.7
 KY3394;UTM  17      - 4,514,772.099   459,867.615   MT  0.99961982   -0 18 38.5
 KY3394
 KY3394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3394!SPC OH N     -   0.99995503  x   0.99995142  =   0.99990646
 KY3394!UTM  17      -   0.99995503  x   0.99961982  =   0.99957487
 KY3394
 KY3394                          SUPERSEDED SURVEY CONTROL
 KY3394
 KY3394  NAD 83(1986)-  40 46 58.64221(N)    081 28 32.27967(W) AD(       ) 2
 KY3394  NAD 27      -  40 46 58.43200(N)    081 28 32.85000(W) AD(       ) 2
 KY3394
 KY3394.Superseded values are not recommended for survey control.
 KY3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3394.See file dsdata.txt to determine how the superseded data were derived.
 KY3394
 KY3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5986814772(NAD 83)
 KY3394_MARKER: Z = SEE DESCRIPTION
 KY3394_SETTING: 0 = UNSPECIFIED SETTING
 KY3394_STAMPING: WEST BASE 1943
 KY3394_MARK LOGO: CGS   
 KY3394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3394
 KY3394  HISTORY     - Date     Condition        Report By
 KY3394  HISTORY     - 1943     MONUMENTED       CGS
 KY3394  HISTORY     - 19930427 MARK NOT FOUND   OHDT
 KY3394
 KY3394                          STATION DESCRIPTION
 KY3394
 KY3394'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KY3394'ABOUT 2.5 MILES SE OF THE CENTER OF MASSILLON, ON PROPERTY
 KY3394'OF THE STATE
 KY3394'HIGHWAY.  IT IS 22.3 FEET S OF THE APPROXIMATE CENTER
 KY3394'LINE OF A PAVED E-W ROAD, 17.5
 KY3394'FEET E OF A DIRT T-ROAD LEADING
 KY3394'S, AND 7.0 FEET N OF A FENCE CORNER.  THE DISK IS
 KY3394'STAMPED
 KY3394'WEST BASE 1943.
 KY3394'
 KY3394'THE LINE FROM THE AZIMUTH MARK TO STATION WEST BASE IS A
 KY3394'SECTION OF THE
 KY3394'CANTON BASE LINE.  THE CORRECTED TRAVERSE DISTANCE
 KY3394'IS 1253.488 METERS, 4112.48 FEET.
 KY3394'
 KY3394'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 KY3394'THIRD STREET SE IN
 KY3394'THE CITY OF MASSILLON, GO SE ON THIRD STREET SE
 KY3394'FOR 0.55 MILE, TURN LEFT ON WALNUT
 KY3394'ROAD AND GO 0.9 MILE TO A
 KY3394'CROSS ROAD. KEEP LEFT AT THE CROSSROADS AND GO 1.4
 KY3394'MILES TO THE
 KY3394'MARK ON THE RIGHT.
 KY3394'
 KY3394'THIS IS A TRAVERSE STATION.
 KY3394
 KY3394                          STATION RECOVERY (1993)
 KY3394
 KY3394'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY3394'-----REPORT BY ODOT ------ YEAR 1993 ---- CONDITION - NOT FOUND ---
 KY3394' 
 KY3394'NOTE** ROAD IMPROVEMENTS MADE, APRONS PUT IN AND A CATCH BASIN.  AREA
 KY3394'ASSUMED DESTROYED WITH IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6058 ***********************************************************************
 AB6058  CBN         -  This is a Cooperative Base Network Control Station.
 AB6058  DESIGNATION -  CAR GAR
 AB6058  PID         -  AB6058
 AB6058  STATE/COUNTY-  OH/CARROLL
 AB6058  USGS QUAD   -  CARROLLTON (1994)
 AB6058
 AB6058                         *CURRENT SURVEY CONTROL
 AB6058  ___________________________________________________________________
 AB6058* NAD 83(1995)-  40 35 19.19252(N)    081 04 49.18247(W)     ADJUSTED  
 AB6058* NAVD 88     -       337.0    (meters)    1106.     (feet)  GPS OBS   
 AB6058  ___________________________________________________________________
 AB6058  X           -     752,093.610 (meters)                     COMP
 AB6058  Y           -  -4,792,004.763 (meters)                     COMP
 AB6058  Z           -   4,128,039.100 (meters)                     COMP
 AB6058  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AB6058  ELLIP HEIGHT-         303.37  (meters)          (03/08/05) GPS OBS
 AB6058  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AB6058
 AB6058  HORZ ORDER  -  B
 AB6058  ELLP ORDER  -  FOURTH    CLASS II
 AB6058
 AB6058.The horizontal coordinates were established by GPS observations
 AB6058.and adjusted by the National Geodetic Survey in August 1996..
 AB6058
 AB6058.The orthometric height was determined by GPS observations and a
 AB6058.high-resolution geoid model.
 AB6058
 AB6058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6058
 AB6058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6058
 AB6058.The ellipsoidal height was determined by GPS observations
 AB6058.and is referenced to NAD 83.
 AB6058
 AB6058.The geoid height was determined by GEOID03.
 AB6058
 AB6058;                    North         East     Units Scale Factor Converg.
 AB6058;SPC OH N     -   103,362.604   720,175.352   MT  0.99997387   +0 55 57.6
 AB6058;UTM  17      - 4,493,099.663   493,202.428   MT  0.99960057   -0 03 08.1
 AB6058
 AB6058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6058!SPC OH N     -   0.99995241  x   0.99997387  =   0.99992628
 AB6058!UTM  17      -   0.99995241  x   0.99960057  =   0.99955300
 AB6058
 AB6058                          SUPERSEDED SURVEY CONTROL
 AB6058
 AB6058  ELLIP H (08/20/96)  303.38   (m)                       GP(       ) 4 2
 AB6058
 AB6058.Superseded values are not recommended for survey control.
 AB6058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6058.See file dsdata.txt to determine how the superseded data were derived.
 AB6058
 AB6058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME9320293100(NAD 83)
 AB6058_MARKER: I = METAL ROD
 AB6058_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6058_STAMPING: CAR GAR 1994
 AB6058_MARK LOGO: OHDT  
 AB6058_PROJECTION: FLUSH
 AB6058_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6058+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB6058_ROD/PIPE-DEPTH: 8.4  meters
 AB6058_SLEEVE-DEPTH  : 0.6 meters
 AB6058
 AB6058  HISTORY     - Date     Condition        Report By
 AB6058  HISTORY     - 1994     MONUMENTED       OHDT
 AB6058
 AB6058                          STATION DESCRIPTION
 AB6058
 AB6058'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (RLC)
 AB6058'THE STATION IS LOCATED 1.9 KM (1.20 MI) NORTH ALONG SR 9 FROM THE
 AB6058'SQUARE AT CARROLLTON, AT THE ODOT CARROLL COUNTY GARAGE ON THE RIGHT.
 AB6058'AT THE NORTH GATE OF THE GARAGE PROPERTY, PROCEED 57.9 M (190.0 FT)
 AB6058'EAST ALONG A SERVICE ROAD TO THE MARK ON THE LEFT.  THE MARK IS
 AB6058'LOCATED 61.6 M (202.1 FT) NORTH OF THE NORTHEAST CORNER OF THE GARAGE
 AB6058'BUILDING.  THE SURFACE MONUMENT IS A STANDARD ALUMINUM MONUMENT
 AB6058'ASSEMBLY STAMPED --OHIO DEPARTMENT OF TRANSPORTATION--.  THE MARK
 AB6058'DESIGNATION IS STAMPED --CAR GAR 1994--.  OWNERSHIP--STATE OF OHIO,
 AB6058'DEPARTMENT OF TRANSPORTATION, DISTRICT 11 DEPUTY DIRECTOR, 1072 WEST
 AB6058'HIGH AVENUE, NEW PHILADELPHIA, OHIO 44663.  THE MARK IS ACCESSIBLE
 AB6058'ONLY BY ARRANGEMENT.  CONTACT THE ODOT CARROLL COUNTY SUPERINTENDENT,
 AB6058'330-627-4660.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1395 ***********************************************************************
 JY1395  DESIGNATION -  CARBONDALE
 JY1395  PID         -  JY1395
 JY1395  STATE/COUNTY-  OH/ATHENS
 JY1395  USGS QUAD   -  MINERAL (1992)
 JY1395
 JY1395                         *CURRENT SURVEY CONTROL
 JY1395  ___________________________________________________________________
 JY1395* NAD 83(1995)-  39 22 25.66706(N)    082 15 20.99221(W)     ADJUSTED  
 JY1395* NAVD 88     -       306.85   (+/-2cm)    1006.7    (feet)  VERTCON   
 JY1395  ___________________________________________________________________
 JY1395  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 JY1395  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY1395
 JY1395  HORZ ORDER  -  SECOND
 JY1395  VERT ORDER  -  THIRD ? (See Below)
 JY1395
 JY1395.The horizontal coordinates were established by classical geodetic methods
 JY1395.and adjusted by the National Geodetic Survey in April 1998..
 JY1395
 JY1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1395.The vertical order pertains to the NGVD 29 superseded value.
 JY1395
 JY1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1395
 JY1395.The geoid height was determined by GEOID03.
 JY1395
 JY1395;                    North         East     Units Scale Factor Converg.
 JY1395;SPC OH S     -   152,537.976   621,038.352   MT  0.99993592   +0 09 17.7
 JY1395;UTM  17      - 4,359,010.611   391,828.156   MT  0.99974407   -0 47 48.3
 JY1395
 JY1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1395!SPC OH S     -   0.99995721  x   0.99993592  =   0.99989313
 JY1395!UTM  17      -   0.99995721  x   0.99974407  =   0.99970129
 JY1395
 JY1395:                Primary Azimuth Mark                     Grid Az
 JY1395:SPC OH S     -  CARBONDALE AZ MK                         063 45 23.4
 JY1395:UTM  17      -  CARBONDALE AZ MK                         064 42 29.4
 JY1395
 JY1395|---------------------------------------------------------------------|
 JY1395| PID    Reference Object                     Distance      Geod. Az  |
 JY1395|                                                           dddmmss.s |
 JY1395| CE5844 CARBONDALE AZ MK                                   0635441.1 |
 JY1395| CE5845 CARBONDALE RM 1                      14.308 METERS 23342     |
 JY1395| CE5846 CARBONDALE RM 2                      27.215 METERS 34026     |
 JY1395|---------------------------------------------------------------------|
 JY1395
 JY1395                          SUPERSEDED SURVEY CONTROL
 JY1395
 JY1395  NAD 83(1986)-  39 22 25.66895(N)    082 15 20.99729(W) AD(       ) 2
 JY1395  NAD 27      -  39 22 25.41700(N)    082 15 21.46100(W) AD(       ) 2
 JY1395  NGVD 29 (07/19/86)  307.02   (m)         1007.3    (f) LEVELING    3  
 JY1395
 JY1395.Superseded values are not recommended for survey control.
 JY1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1395.See file dsdata.txt to determine how the superseded data were derived.
 JY1395
 JY1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9182859011(NAD 83)
 JY1395_MARKER: DS = TRIANGULATION STATION DISK
 JY1395_SETTING: 0 = UNSPECIFIED SETTING
 JY1395
 JY1395  HISTORY     - Date     Condition        Report By
 JY1395  HISTORY     - 1944     MONUMENTED       CGS
 JY1395
 JY1395                          STATION DESCRIPTION
 JY1395
 JY1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JY1395'STATION IS LOCATED ON A HIGH CULTIVATED HILL OWNED BY MR. BEN
 JY1395'BECKLER.  IT IS ABOUT 4 MILES NW OF MARSHFIELD, 1 MILE SE OF THE
 JY1395'VILLAGE OF CARBONDALE, 18 FEET E OF A ROAD, 2 FEET E OF E ROAD FENCE,
 JY1395'AND 3.5 FEET SE OF A WITNESS POST.  THE DISK IS STAMPED
 JY1395'CARBONDALE 1944.
 JY1395'
 JY1395'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 JY1395'SET IN CONCRETE.
 JY1395'
 JY1395'REFERENCE MARK 1 IS IN W FENCE LINE AND 17 FEET W OF THE CENTER LINE
 JY1395'OF ROAD.  IT IS STAMPED CARBONDALE NO 1 1944.
 JY1395'
 JY1395'REFERENCE MARK 2 IS 1 FOOT E OF FENCE AND 18 FEET W OF THE CENTER
 JY1395'LINE OF ROAD.  IT IS STAMPED CARBONDALE NO 2 1944.
 JY1395'
 JY1395'AZIMUTH MARK IS 19 FEET S OF THE CENTER LINE OF ROAD AND 1.5 FEET E
 JY1395'OF WITNESS POST.  IT IS STAMPED CARBONDALE 1944.
 JY1395'
 JY1395'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 56 AND 328 IN
 JY1395'STARR, GO E ON HIGHWAY 56 (TOWARD ATHENS) FOR 4.4 MILES TO THE
 JY1395'JUNCTION WITH STATE HIGHWAY 278, CONTINUE ON HIGHWAY 56 FOR 2.4 MILES
 JY1395'TO A CONCRETE BRIDGE AT SIGN CARBONDALE 1/2 MILE CONTINUE ON
 JY1395'HIGHWAY 56 FOR 0.05 MILE TO A REVERSE FORK LEFT, TURN SHARP LEFT AND
 JY1395'GO ONE MILE TO A T-ROAD RIGHT.* TURN RIGHT AND GO 0.1 MILE TO THE
 JY1395'TOP OF HILL AND STATION ON THE LEFT.
 JY1395'
 JY1395'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT AHEAD
 JY1395'FOR 0.25 MILE TO TOP OF GRADE AND AZIMUTH MARK ON THE RIGHT.
 JY1395'
 JY1395'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3228 ***********************************************************************
 JZ3228  DESIGNATION -  CAREW
 JZ3228  PID         -  JZ3228
 JZ3228  STATE/COUNTY-  OH/HAMILTON
 JZ3228  USGS QUAD   -  COVINGTON (1987)
 JZ3228
 JZ3228                         *CURRENT SURVEY CONTROL
 JZ3228  ___________________________________________________________________
 JZ3228* NAD 83(1995)-  39 06 02.65431(N)    084 30 47.79844(W)     ADJUSTED  
 JZ3228* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 JZ3228  ___________________________________________________________________
 JZ3228  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 JZ3228  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3228
 JZ3228  HORZ ORDER  -  FIRST
 JZ3228
 JZ3228.The horizontal coordinates were established by classical geodetic methods
 JZ3228.and adjusted by the National Geodetic Survey in April 1998..
 JZ3228
 JZ3228.The orthometric height was scaled from a topographic map.
 JZ3228
 JZ3228.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3228
 JZ3228.The geoid height was determined by GEOID03.
 JZ3228
 JZ3228;                    North         East     Units Scale Factor Converg.
 JZ3228;SPC OH S     -   124,137.621   425,868.063   MT  0.99994809   -1 16 38.9
 JZ3228;SPC KY1Z     - 1,307,868.055 1,606,991.918   MT  1.00013360   +0 45 33.5
 JZ3228;SPC KY1Z     - 4,290,897.11  5,272,272.65   sFT  1.00013360   +0 45 33.5
 JZ3228;SPC KY N     -   177,717.644   477,225.110   MT  1.00002313   -0 09 49.6
 JZ3228;SPC KY N     -   583,061.97  1,565,696.05   sFT  1.00002313   -0 09 49.6
 JZ3228;UTM  16      - 4,330,899.720   715,037.959   MT  1.00016941   +1 34 08.2
 JZ3228
 JZ3228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3228!SPC OH S     -   0.99998059  x   0.99994809  =   0.99992868
 JZ3228!SPC KY1Z     -   0.99998059  x   1.00013360  =   1.00011419
 JZ3228!SPC KY N     -   0.99998059  x   1.00002313  =   1.00000372
 JZ3228!UTM  16      -   0.99998059  x   1.00016941  =   1.00015000
 JZ3228
 JZ3228:                Primary Azimuth Mark                     Grid Az
 JZ3228:SPC OH S     -  CAREW GROUND AZ MK                       140 06 00.6
 JZ3228:SPC KY1Z     -  CAREW GROUND AZ MK                       138 03 48.2
 JZ3228:SPC KY N     -  CAREW GROUND AZ MK                       138 59 11.3
 JZ3228:UTM  16      -  CAREW GROUND AZ MK                       137 15 13.5
 JZ3228
 JZ3228|---------------------------------------------------------------------|
 JZ3228| PID    Reference Object                     Distance      Geod. Az  |
 JZ3228|                                                           dddmmss.s |
 JZ3228| JZ3210 CAREW GROUND AZ MK                  APPROX. 0.7 KM 1384921.7 |
 JZ3228|---------------------------------------------------------------------|
 JZ3228
 JZ3228                          SUPERSEDED SURVEY CONTROL
 JZ3228
 JZ3228  NAD 83(1995)-  39 06 02.66040(N)    084 30 47.80555(W) AD(       ) 1
 JZ3228  NAD 83(1986)-  39 06 02.65819(N)    084 30 47.80889(W) AD(       ) 1
 JZ3228  NAD 27      -  39 06 02.44000(N)    084 30 48.01400(W) AD(       ) 1
 JZ3228
 JZ3228.Superseded values are not recommended for survey control.
 JZ3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3228.See file dsdata.txt to determine how the superseded data were derived.
 JZ3228
 JZ3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1503830900(NAD 83)
 JZ3228_MARKER: DS = TRIANGULATION STATION DISK
 JZ3228_SETTING: 0 = UNSPECIFIED SETTING
 JZ3228_STAMPING: CAREW 1947
 JZ3228_MARK LOGO: CGS   
 JZ3228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3228
 JZ3228  HISTORY     - Date     Condition        Report By
 JZ3228  HISTORY     - 1947     MONUMENTED       CGS
 JZ3228  HISTORY     - 1959     GOOD             THOMAS
 JZ3228
 JZ3228                          STATION DESCRIPTION
 JZ3228
 JZ3228'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3228'STATION IS LOCATED ON TOP OF THE CAREW TOWER BUILDING AT FIFTH AND
 JZ3228'VINE STREETS IN DOWNTOWN CINCINNATI, 4.85 FEET NORTHWEST OF
 JZ3228'THE INSIDE SOUTHEAST CORNER OF THE COPING ON THE HIGHEST PROJECTION
 JZ3228'OF THE BUILDING AND 4.85 FEET SOUTHEAST OF THE NORTHWEST
 JZ3228'CORNER OF A 6.7 FEET SQUARE PROJECTION WHICH HOUSES AN ELEVATOR SHAFT
 JZ3228'LOCATED IN THE SOUTHEAST CORNER OF THE HIGHEST PART OF THE
 JZ3228'BUILDING. THE MARK IS A STANDARD BRONZE DISK SET IN THE CONCRETE ROOF
 JZ3228'AND IS STAMPED CAREW 1947.
 JZ3228'
 JZ3228'CAREW GROUND (STATION) IS LOCATED AT THE INTERSECTION OF WATER ST.
 JZ3228'AND CENTRAL AVE., 71 FEET WEST-SOUTHWEST OF A FIRE PLUG, 51 FEET
 JZ3228'NORTH OF POWER POLE H50009JE, 9 FEET EAST OF THE CENTER OF MANHOLE
 JZ3228'COVER, 7 FEET SOUTH OF THE SOUTH GAUGE OF RAILROAD TRACKS ON
 JZ3228'WATER ST. AND 4.6 FEET WEST OF THE PROJECTED WEST CURB OF CENTRAL
 JZ3228'AVE. THE MARK IS SET IN THE CONCRETE BASE OF WATER ST. ABOUT 7
 JZ3228'INCHES BELOW THE SURFACE OF THE STREET WHICH IS COVERED WITH STONE
 JZ3228'BRICK.  THE MARK MAY BE REACHED BY A MUD JACK AND THE DISK,
 JZ3228'IS STAMPED CAREW GROUND 1947.
 JZ3228'
 JZ3228'CAREW GROUND (AZIMUTH) IS LOCATED ON THE HIGHEST PART OF THE LANDING
 JZ3228'DOCK DIRECTLY NORTH OF THE GREENE LINE STEAMERS DOCK HOUSE AT THE
 JZ3228'THIRD TIE RING EAST OF THE INTERSECTION OF MAIN AND WATER STS., 149
 JZ3228'FEET EAST OF THE PROJECTED WEST CURB OF MAIN ST. AND THE WEST
 JZ3228'SIDE OF THE LANDING DOCK AREA, 107 FEET WEST-SOUTHWEST OF A FIRE PLUG
 JZ3228'AND 29 FEET SOUTH OF THE SOUTH GAUGE OF RAILROAD TRACKS. THE MARK
 JZ3228'IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN THE CONCRETE BASE OF
 JZ3228'TIE RING AND IS STAMPED CAREW GROUND 1947.
 JZ3228'
 JZ3228'A TRAVERSE WAS MEASURED BETWEEN CAREW GROUND (STATION) AND CAREW
 JZ3228'GROUND (AZIMUTH) AND THE CORRECTED DISTANCE IS 892.0540 METERS.
 JZ3228'
 JZ3228'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JZ3228
 JZ3228                          STATION RECOVERY (1959)
 JZ3228
 JZ3228'RECOVERY NOTE BY THOMAS ENG AND SURV 1959 (LEW)
 JZ3228'STATION CAREW UNDISTURBED. PREPARED BY THE THOMAS ENGR AND SURVEY CO.
 JZ3228'FROM INFORMATION SUPPLIED BY L.E. WILCOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3226 ***********************************************************************
 JZ3226  DESIGNATION -  CAREW GROUND
 JZ3226  PID         -  JZ3226
 JZ3226  STATE/COUNTY-  OH/HAMILTON
 JZ3226  USGS QUAD   -  COVINGTON (1987)
 JZ3226
 JZ3226                         *CURRENT SURVEY CONTROL
 JZ3226  ___________________________________________________________________
 JZ3226* NAD 83(1995)-  39 05 39.36798(N)    084 31 04.51151(W)     ADJUSTED  
 JZ3226* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 JZ3226  ___________________________________________________________________
 JZ3226  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 JZ3226  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3226
 JZ3226  HORZ ORDER  -  SECOND
 JZ3226
 JZ3226.The horizontal coordinates were established by classical geodetic methods
 JZ3226.and adjusted by the National Geodetic Survey in April 1998..
 JZ3226
 JZ3226.The orthometric height was scaled from a topographic map.
 JZ3226
 JZ3226.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3226
 JZ3226.The geoid height was determined by GEOID03.
 JZ3226
 JZ3226;                    North         East     Units Scale Factor Converg.
 JZ3226;SPC OH S     -   123,428.693   425,450.545   MT  0.99994865   -1 16 49.5
 JZ3226;SPC KY1Z     - 1,307,144.602 1,606,599.787   MT  1.00013118   +0 45 23.2
 JZ3226;SPC KY1Z     - 4,288,523.58  5,270,986.13   sFT  1.00013118   +0 45 23.2
 JZ3226;SPC KY N     -   177,000.681   476,821.419   MT  1.00002189   -0 09 60.0
 JZ3226;SPC KY N     -   580,709.73  1,564,371.61   sFT  1.00002189   -0 09 60.0
 JZ3226;UTM  16      - 4,330,170.773   714,656.074   MT  1.00016739   +1 33 56.9
 JZ3226
 JZ3226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3226!SPC OH S     -   0.99998310  x   0.99994865  =   0.99993175
 JZ3226!SPC KY1Z     -   0.99998310  x   1.00013118  =   1.00011428
 JZ3226!SPC KY N     -   0.99998310  x   1.00002189  =   1.00000499
 JZ3226!UTM  16      -   0.99998310  x   1.00016739  =   1.00015049
 JZ3226
 JZ3226:                Primary Azimuth Mark                     Grid Az
 JZ3226:SPC OH S     -  CAREW GROUND AZ MK                       079 46 21.4
 JZ3226:SPC KY1Z     -  CAREW GROUND AZ MK                       077 44 08.7
 JZ3226:SPC KY N     -  CAREW GROUND AZ MK                       078 39 31.9
 JZ3226:UTM  16      -  CAREW GROUND AZ MK                       076 55 35.0
 JZ3226
 JZ3226|---------------------------------------------------------------------|
 JZ3226| PID    Reference Object                     Distance      Geod. Az  |
 JZ3226|                                                           dddmmss.s |
 JZ3226| JZ3210 CAREW GROUND AZ MK                  APPROX. 0.9 KM 0782931.9 |
 JZ3226|---------------------------------------------------------------------|
 JZ3226
 JZ3226                          SUPERSEDED SURVEY CONTROL
 JZ3226
 JZ3226  NAD 83(1995)-  39 05 39.37405(N)    084 31 04.51860(W) AD(       ) 2
 JZ3226  NAD 83(1986)-  39 05 39.37186(N)    084 31 04.52197(W) AD(       ) 2
 JZ3226  NAD 27      -  39 05 39.15400(N)    084 31 04.72700(W) AD(       ) 2
 JZ3226
 JZ3226.Superseded values are not recommended for survey control.
 JZ3226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3226.See file dsdata.txt to determine how the superseded data were derived.
 JZ3226
 JZ3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1465630171(NAD 83)
 JZ3226_MARKER: DD = SURVEY DISK
 JZ3226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3226_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3226_STAMPING: CAREW GROUND 1947
 JZ3226_MARK LOGO: CGS   
 JZ3226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3226+STABILITY: SURFACE MOTION
 JZ3226
 JZ3226  HISTORY     - Date     Condition        Report By
 JZ3226  HISTORY     - 1947     MONUMENTED       CGS
 JZ3226
 JZ3226                          STATION DESCRIPTION
 JZ3226
 JZ3226'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ3226'CAREW GROUND (STATION) IS LOCATED AT THE INTERSECTION OF WATER ST.
 JZ3226'AND CENTRAL AVE., 71 FEET WEST-SOUTHWEST OF A FIRE PLUG, 51 FEET
 JZ3226'NORTH OF POWER POLE H50009JE, 9 FEET EAST OF THE CENTER OF MANHOLE
 JZ3226'COVER, 7 FEET SOUTH OF THE SOUTH GAUGE OF RAILROAD TRACKS ON
 JZ3226'WATER ST. AND 4.6 FEET WEST OF THE PROJECTED WEST CURB OF CENTRAL
 JZ3226'AVE. THE MARK IS SET IN THE CONCRETE BASE OF WATER ST. ABOUT 7
 JZ3226'INCHES BELOW THE SURFACE OF THE STREET WHICH IS COVERED WITH STONE
 JZ3226'BRICK.  THE MARK MAY BE REACHED BY A MUD JACK AND THE DISK,
 JZ3226'IS STAMPED CAREW GROUND 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3210 ***********************************************************************
 JZ3210  DESIGNATION -  CAREW GROUND AZ MK
 JZ3210  PID         -  JZ3210
 JZ3210  STATE/COUNTY-  OH/HAMILTON
 JZ3210  USGS QUAD   -  COVINGTON (1987)
 JZ3210
 JZ3210                         *CURRENT SURVEY CONTROL
 JZ3210  ___________________________________________________________________
 JZ3210* NAD 83(1995)-  39 05 45.13743(N)    084 30 28.13547(W)     ADJUSTED  
 JZ3210* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 JZ3210  ___________________________________________________________________
 JZ3210  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 JZ3210  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3210
 JZ3210  HORZ ORDER  -  SECOND
 JZ3210
 JZ3210.The horizontal coordinates were established by classical geodetic methods
 JZ3210.and adjusted by the National Geodetic Survey in April 1998..
 JZ3210
 JZ3210.The orthometric height was scaled from a topographic map.
 JZ3210
 JZ3210.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3210
 JZ3210.The geoid height was determined by GEOID03.
 JZ3210
 JZ3210;                    North         East     Units Scale Factor Converg.
 JZ3210;SPC OH S     -   123,587.076   426,328.388   MT  0.99994851   -1 16 26.4
 JZ3210;SPC KY1Z     - 1,307,334.119 1,607,471.607   MT  1.00013178   +0 45 45.5
 JZ3210;SPC KY1Z     - 4,289,145.36  5,273,846.43   sFT  1.00013178   +0 45 45.5
 JZ3210;SPC KY N     -   177,176.109   477,696.083   MT  1.00002220   -0 09 37.4
 JZ3210;SPC KY N     -   581,285.28  1,567,241.23   sFT  1.00002220   -0 09 37.4
 JZ3210;UTM  16      - 4,330,372.595   715,525.163   MT  1.00017200   +1 34 20.0
 JZ3210
 JZ3210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3210!SPC OH S     -   0.99998247  x   0.99994851  =   0.99993098
 JZ3210!SPC KY1Z     -   0.99998247  x   1.00013178  =   1.00011425
 JZ3210!SPC KY N     -   0.99998247  x   1.00002220  =   1.00000467
 JZ3210!UTM  16      -   0.99998247  x   1.00017200  =   1.00015447
 JZ3210
 JZ3210:                Primary Azimuth Mark                     Grid Az
 JZ3210:SPC OH S     -  CAREW GROUND                             259 46 21.3
 JZ3210:SPC KY1Z     -  CAREW GROUND                             257 44 09.4
 JZ3210:SPC KY N     -  CAREW GROUND                             258 39 32.3
 JZ3210:UTM  16      -  CAREW GROUND                             256 55 34.9
 JZ3210
 JZ3210|---------------------------------------------------------------------|
 JZ3210| PID    Reference Object                     Distance      Geod. Az  |
 JZ3210|                                                           dddmmss.s |
 JZ3210| JZ3226 CAREW GROUND                        APPROX. 0.9 KM 2582954.9 |
 JZ3210|---------------------------------------------------------------------|
 JZ3210
 JZ3210                          SUPERSEDED SURVEY CONTROL
 JZ3210
 JZ3210  NAD 83(1995)-  39 05 45.14353(N)    084 30 28.14257(W) AD(       ) 2
 JZ3210  NAD 83(1986)-  39 05 45.14131(N)    084 30 28.14594(W) AD(       ) 2
 JZ3210  NAD 27      -  39 05 44.92300(N)    084 30 28.35200(W) AD(       ) 2
 JZ3210
 JZ3210.Superseded values are not recommended for survey control.
 JZ3210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3210.See file dsdata.txt to determine how the superseded data were derived.
 JZ3210
 JZ3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1552530373(NAD 83)
 JZ3210_MARKER: DD = SURVEY DISK
 JZ3210_SETTING: 0 = UNSPECIFIED SETTING
 JZ3210_STAMPING: CAREW GROUND 1947
 JZ3210_MARK LOGO: CGS   
 JZ3210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3210
 JZ3210  HISTORY     - Date     Condition        Report By
 JZ3210  HISTORY     - 1947     MONUMENTED       CGS
 JZ3210
 JZ3210                          STATION DESCRIPTION
 JZ3210
 JZ3210'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ3210'CAREW GROUND (AZIMUTH) IS LOCATED ON THE HIGHEST PART OF THE LANDING
 JZ3210'DOCK DIRECTLY NORTH OF THE GREENE LINE STEAMERS DOCK HOUSE AT THE
 JZ3210'THIRD TIE RING EAST OF THE INTERSECTION OF MAIN AND WATER STS., 149
 JZ3210'FEET EAST OF THE PROJECTED WEST CURB OF MAIN ST. AND THE WEST
 JZ3210'SIDE OF THE LANDING DOCK AREA, 107 FEET WEST-SOUTHWEST OF A FIRE PLUG
 JZ3210'AND 29 FEET SOUTH OF THE SOUTH GAUGE OF RAILROAD TRACKS. THE MARK
 JZ3210'IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN THE CONCRETE BASE OF
 JZ3210'TIE RING AND IS STAMPED CAREW GROUND 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1471 ***********************************************************************
 KZ1471  DESIGNATION -  CAREY
 KZ1471  PID         -  KZ1471
 KZ1471  STATE/COUNTY-  OH/WYANDOT
 KZ1471  USGS QUAD   -  CAREY (1980)
 KZ1471
 KZ1471                         *CURRENT SURVEY CONTROL
 KZ1471  ___________________________________________________________________
 KZ1471* NAD 83(1986)-  40 57 17.     (N)    083 22 56.     (W)     SCALED    
 KZ1471* NAVD 88     -       250.776  (meters)     822.75   (feet)  ADJUSTED  
 KZ1471  ___________________________________________________________________
 KZ1471  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 KZ1471  DYNAMIC HT  -         250.659 (meters)     822.37  (feet)  COMP
 KZ1471  MODELED GRAV-     980,149.4   (mgal)                       NAVD 88
 KZ1471
 KZ1471  VERT ORDER  -  SECOND    CLASS 0
 KZ1471
 KZ1471.The horizontal coordinates were scaled from a topographic map and have
 KZ1471.an estimated accuracy of +/- 6 seconds.
 KZ1471
 KZ1471.The orthometric height was determined by differential leveling
 KZ1471.and adjusted by the National Geodetic Survey in June 1991..
 KZ1471
 KZ1471.The geoid height was determined by GEOID03.
 KZ1471
 KZ1471.The dynamic height is computed by dividing the NAVD 88
 KZ1471.geopotential number by the normal gravity value computed on the
 KZ1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1471.degrees latitude (g = 980.6199 gals.).
 KZ1471
 KZ1471.The modeled gravity was interpolated from observed gravity values.
 KZ1471
 KZ1471;                    North         East    Units  Estimated Accuracy
 KZ1471;SPC OH N     -   143,410.      525,730.      MT  (+/- 180 meters Scaled)
 KZ1471
 KZ1471                          SUPERSEDED SURVEY CONTROL
 KZ1471
 KZ1471  NGVD 29 (??/??/92)  250.902  (m)          823.17   (f) ADJ UNCH    2 0
 KZ1471
 KZ1471.Superseded values are not recommended for survey control.
 KZ1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1471.See file dsdata.txt to determine how the superseded data were derived.
 KZ1471
 KZ1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF995364(NAD 83)
 KZ1471_MARKER: DB = BENCH MARK DISK
 KZ1471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1471_SP_SET: BUILDING
 KZ1471_STAMPING: CAREY 1934
 KZ1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1471
 KZ1471  HISTORY     - Date     Condition        Report By
 KZ1471  HISTORY     - 1934     MONUMENTED       CGS
 KZ1471
 KZ1471                          STATION DESCRIPTION
 KZ1471
 KZ1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ1471'AT CAREY.
 KZ1471'AT CAREY, WYANDOT COUNTY, AT THE INTERSECTION OF MAIN AND
 KZ1471'PATTERSON STREETS, AT THE PUBLIC LIBRARY, IN THE SOUTH WALL, 15.2
 KZ1471'FEET WEST OF THE SOUTHEAST CORNER, AND 1.4 FEET EAST OF THE
 KZ1471'SOUTH-ENTRANCE PILLAR BASE.  A STANDARD DISK, STAMPED CAREY 1934
 KZ1471'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1056 ***********************************************************************
 MC1056  DESIGNATION -  CARLISLE
 MC1056  PID         -  MC1056
 MC1056  STATE/COUNTY-  OH/LORAIN
 MC1056  USGS QUAD   -  OBERLIN (1979)
 MC1056
 MC1056                         *CURRENT SURVEY CONTROL
 MC1056  ___________________________________________________________________
 MC1056* NAD 83(1995)-  41 18 48.86960(N)    082 09 44.06641(W)     ADJUSTED  
 MC1056* NAVD 88     -       243.6    (meters)     799.     (feet)  VERTCON   
 MC1056  ___________________________________________________________________
 MC1056  X           -     654,272.647 (meters)                     COMP
 MC1056  Y           -  -4,753,008.908 (meters)                     COMP
 MC1056  Z           -   4,188,781.202 (meters)                     COMP
 MC1056  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 MC1056  ELLIP HEIGHT-         209.25  (meters)          (10/07/05) GPS OBS
 MC1056  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 MC1056
 MC1056  HORZ ORDER  -  FIRST
 MC1056  ELLP ORDER  -  FOURTH    CLASS I
 MC1056
 MC1056.The horizontal coordinates were established by classical geodetic methods
 MC1056.and adjusted by the National Geodetic Survey in April 1998..
 MC1056
 MC1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1056
 MC1056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1056
 MC1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1056
 MC1056.The ellipsoidal height was determined by GPS observations
 MC1056.and is referenced to NAD 83.
 MC1056
 MC1056.The geoid height was determined by GEOID03.
 MC1056
 MC1056;                    North         East     Units Scale Factor Converg.
 MC1056;SPC OH N     -   182,938.484   628,280.805   MT  0.99994832   +0 13 18.8
 MC1056;UTM  17      - 4,574,219.235   402,717.631   MT  0.99971647   -0 46 02.5
 MC1056
 MC1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1056!SPC OH N     -   0.99996718  x   0.99994832  =   0.99991550
 MC1056!UTM  17      -   0.99996718  x   0.99971647  =   0.99968366
 MC1056
 MC1056|---------------------------------------------------------------------|
 MC1056| PID    Reference Object                     Distance      Geod. Az  |
 MC1056|                                                           dddmmss.s |
 MC1056| CE5850 CARLISLE RM 1                        27.345 METERS 14926     |
 MC1056| CE5851 CARLISLE RM 2                        26.090 METERS 25226     |
 MC1056| CE5849 CARLISLE AZ MK                                     2675214.2 |
 MC1056|---------------------------------------------------------------------|
 MC1056
 MC1056                          SUPERSEDED SURVEY CONTROL
 MC1056
 MC1056  ELLIP H (04/01/98)  209.28   (m)                       GP(       ) 4 1
 MC1056  NAD 83(1995)-  41 18 48.87534(N)    082 09 44.06865(W) AD(       ) 1
 MC1056  NAD 83(1986)-  41 18 48.87905(N)    082 09 44.07474(W) AD(       ) 1
 MC1056  NAD 27      -  41 18 48.68961(N)    082 09 44.51964(W) AD(       ) 1
 MC1056  NGVD 29 (11/06/91)  243.8    (m)          800.     (f) GPS OBS        
 MC1056
 MC1056.Superseded values are not recommended for survey control.
 MC1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1056.See file dsdata.txt to determine how the superseded data were derived.
 MC1056
 MC1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0271874219(NAD 83)
 MC1056_MARKER: DD = SURVEY DISK
 MC1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1056_SP_SET: SQUARE CONCRETE MONUMENT
 MC1056_STAMPING: CARLISLE 1959
 MC1056_MARK LOGO: CGS   
 MC1056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1056+STABILITY: SURFACE MOTION
 MC1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1056+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1990
 MC1056
 MC1056  HISTORY     - Date     Condition        Report By
 MC1056  HISTORY     - 1959     MONUMENTED       CGS
 MC1056  HISTORY     - 1959     GOOD             CGS
 MC1056  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1056  HISTORY     - 19900320 GOOD             AEROS
 MC1056
 MC1056                          STATION DESCRIPTION
 MC1056
 MC1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1056'THE STATION IS ABOUT 3.5 MILES NORTHEAST OF OBERLINE, 5.0 MILES
 MC1056'SOUTHWEST OF ELYRIA, 0.75
 MC1056'MILE NORTHWEST OF U.S. HIGHWAY 20, IN CARLISLE TOWNSHIP AND ON
 MC1056'PROPERTY OWNED BY MR. R.H.
 MC1056'STREICHER.
 MC1056'
 MC1056'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 20 AND
 MC1056'STATE HIGHWAY 10 ABOUT 2.25
 MC1056'MILES EAST OF THE CENTER OF OBERLIN, GO NORTHEAST ON HIGHWAYS 20 AND
 MC1056'10 FOR 1.55 MILES TO A SIDE ROAD
 MC1056'ON THE LEFT.  TURN LEFT AND GO NORTH ON WEST RIDGE ROAD
 MC1056'FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND GO
 MC1056'WEST ON BUTTERNUT RIDGE ROAD FOR 0.5
 MC1056'MILE TO TWO BARNS AND THE STATION ON THE RIGHT.  (CONTINUE WEST
 MC1056'ON BUTTERNUT RIDGE ROAD FOR
 MC1056'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT NEAR A POWERLINE POLE.)
 MC1056'
 MC1056'STATION MARKS ARE STANDARD DISKS STAMPED CARLISLE 1959.  THE SURFACE
 MC1056'DISK IS SET IN A SQUARE
 MC1056'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 54 FEET
 MC1056'SOUTHWEST OF THE SOUTHEAST CORNER A
 MC1056'QUONSET BARN, 66 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 MC1056'OF THE QUONSET BARN, 22 FEET NORTHEAST OF
 MC1056'THE CENTER OF A ROUND CONCRETE SLAB AND 48
 MC1056'FEET SOUTH OF THE CENTERLINE OF BUTTERNUT RIDGE ROAD.  THE
 MC1056'UNDERGROUND DISK IS SET IN AN
 MC1056'IRREGULAR MASS OF CONCRETE 28 INCHES BELOW THE SURFACE OF THE GROUND.
 MC1056'
 MC1056'REFERENCE MARK NO 1, A STANDARD DISK STAMPED CARLISLE NO 1 1959, IS
 MC1056'SET IN A SQUARE CONCRETE
 MC1056'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1.5 FEET NORTH OF A
 MC1056'POWERLINE POLE AND 29.0 FEET SOUTH
 MC1056'OF THE CENTERLINE OF BUTTERNUT RIDGE ROAD.
 MC1056'
 MC1056'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CARLISLE NO 2 1959, IS
 MC1056'SET IN A SQUARE CONCRETE
 MC1056'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 15.5 FEET EAST OF
 MC1056'THE CENTERLINE OF THE DRIVEWAY, 21.5
 MC1056'NORTH OF THE CENTERLINE OF BUTTERNUT RIDGE ROAD, 32
 MC1056'FEET WEST OF A TELEPHONE POLE AND 48 FEET SOUTHEAST
 MC1056'OF THE SOUTHEAST CORNER OF THE HOUSE.
 MC1056'
 MC1056'AZIMUTH MARK, A STANDARD DISK STAMPED CARLISLE 1959, IS SET IN A
 MC1056'SQUARE CONCRETE POST WHICH
 MC1056'PROJECTS 6 INCHES.  IT IS 3.5 FEET NORTH OFA POWERLINE POLE, 30 FEET
 MC1056'SOUTH OF THE CENTERLINE OF
 MC1056'BUTTERNUT RIDGE ROAD, 1 FOOT EAST OF A NORTH-SOUTH FENCE AND NEAR
 MC1056'THE NORTHEAST CORNER OF AN ORCHARD.  A
 MC1056'STANDARD METAL WITNESS POST WAS SET 1.2 FEET
 MC1056'NORTH OF THE MARK.
 MC1056'
 MC1056'HEIGHT OF LIGHT ABOVE SATION MARK -30 METERS.
 MC1056
 MC1056                          STATION RECOVERY (1959)
 MC1056
 MC1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MC1056'RECOVERED IN GOOD CONDITION.
 MC1056
 MC1056                          STATION RECOVERY (1971)
 MC1056
 MC1056'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (ROS)
 MC1056'CARLISLE 1959 GOOD NO WITNESS IN YARD
 MC1056'CARLISLE NO. 1
 MC1056'1959 GOOD INSTALLED STEEL WITNESS POST
 MC1056'CARLISLE NO. 2 1959 GOOD
 MC1056'INSTALLED STEEL WITNESS POST
 MC1056'AZI. CARLISLE 1959 GOOD HAS WITNESS POST
 MC1056'
 MC1056'DESCRIPTION ACCURATE EXCEPT THE STATION IS 48 MIN N. OF BUTTERNUT
 MC1056'RIDGE NOT SOUTH
 MC1056'AZIMUTH NO ORCHARD
 MC1056'
 MC1056'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.5 MILES PLUS OR
 MC1056'MINUS NE OF OBERLIN
 MC1056
 MC1056                          STATION RECOVERY (1990)
 MC1056
 MC1056'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 MC1056'RECOVERED IN GOOD CONDITION.  A NEW TO REACH DESCRIPTION FOLLOWS.
 MC1056'TO REACH THE STATION FROM THE JUNCTION OF U.S.HWY 20 AND STATE HWY 511
 MC1056'GO WEST ON STATE HWY 511 FOR .24 KM (0.15 MI) TO THE JUNCTION OF OLD
 MC1056'STATE HWY 20, TURN RIGHT AND GO NORTHEAST FOR 2.74 KM (1.70 MI) ON OLD
 MC1056'STATE HWY 20 TO WESTRIDGE ROAD, TURN LEFT AND GO NORTH FOR .64 KM
 MC1056'(0.40 MI) ON WEST RIDGE ROAD TO ITS INTERSECTION WITH BUTTERNUT RIDGE
 MC1056'ROAD, TURN LEFT AND GO WEST FOR 0.48 KM (0.30 MI) TO THE STATION ON
 MC1056'THE RIGHT.
 MC1056'BOTH REFERENCE MARKS RECOVERED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3080 ***********************************************************************
 JZ3080  DESIGNATION -  CARMANY
 JZ3080  PID         -  JZ3080
 JZ3080  STATE/COUNTY-  OH/MONTGOMERY
 JZ3080  USGS QUAD   -  LAURA (1973)
 JZ3080
 JZ3080                         *CURRENT SURVEY CONTROL
 JZ3080  ___________________________________________________________________
 JZ3080* NAD 83(1995)-  39 52 53.54707(N)    084 24 27.35188(W)     ADJUSTED  
 JZ3080* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 JZ3080  ___________________________________________________________________
 JZ3080  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 JZ3080  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JZ3080
 JZ3080  HORZ ORDER  -  FIRST
 JZ3080
 JZ3080.The horizontal coordinates were established by classical geodetic methods
 JZ3080.and adjusted by the National Geodetic Survey in May 1999..
 JZ3080
 JZ3080.The orthometric height was scaled from a topographic map.
 JZ3080
 JZ3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3080
 JZ3080.The geoid height was determined by GEOID03.
 JZ3080
 JZ3080;                    North         East     Units Scale Factor Converg.
 JZ3080;SPC OH S     -   210,603.710   436,838.196   MT  0.99997350   -1 12 37.5
 JZ3080;UTM  16      - 4,417,826.452   721,682.186   MT  1.00020504   +1 39 46.6
 JZ3080
 JZ3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3080!SPC OH S     -   0.99995550  x   0.99997350  =   0.99992900
 JZ3080!UTM  16      -   0.99995550  x   1.00020504  =   1.00016053
 JZ3080
 JZ3080:                Primary Azimuth Mark                     Grid Az
 JZ3080:SPC OH S     -  CROSS ROAD                               179 30 57.2
 JZ3080:UTM  16      -  CROSS ROAD                               176 38 33.1
 JZ3080
 JZ3080|---------------------------------------------------------------------|
 JZ3080| PID    Reference Object                     Distance      Geod. Az  |
 JZ3080|                                                           dddmmss.s |
 JZ3080| JZ3081 CROSS ROAD                          APPROX. 0.7 KM 1781819.7 |
 JZ3080|---------------------------------------------------------------------|
 JZ3080
 JZ3080                          SUPERSEDED SURVEY CONTROL
 JZ3080
 JZ3080  NAD 83(1995)-  39 52 53.54853(N)    084 24 27.35115(W) AD(       ) 1
 JZ3080  NAD 83(1986)-  39 52 53.55605(N)    084 24 27.36572(W) AD(       ) 1
 JZ3080  NAD 27      -  39 52 53.35800(N)    084 24 27.55200(W) AD(       ) 1
 JZ3080
 JZ3080.Superseded values are not recommended for survey control.
 JZ3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3080.See file dsdata.txt to determine how the superseded data were derived.
 JZ3080
 JZ3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2168217826(NAD 83)
 JZ3080_MARKER: DS = TRIANGULATION STATION DISK
 JZ3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3080_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3080_MARK LOGO: CGS   
 JZ3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3080+STABILITY: SURFACE MOTION
 JZ3080
 JZ3080  HISTORY     - Date     Condition        Report By
 JZ3080  HISTORY     - 1927     MONUMENTED       CGS
 JZ3080  HISTORY     - 19970421 MARK NOT FOUND   USPSQD
 JZ3080
 JZ3080                          STATION DESCRIPTION
 JZ3080
 JZ3080'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3080'STATION IS ABOUT 1-1/2 MILES S AND ABOUT 1/3 MILE W OF PHILLIPSBURG,
 JZ3080'AND 710 METERS (2329 FEET) N OF THE INTERSECTION OF TWO SECTION LINE
 JZ3080'ROADS.  IT IS ON THE W SHOULDER OF THE ROAD 1.8 METERS (6.0 FEET) E
 JZ3080'OF THE FENCE ALONG THE W SIDE OF THE ROAD AND OPPOSITE A DRIVEWAY
 JZ3080'INTO A FIELD AND 9.4 METERS (30.8 FEET) NW OF THE POPLAR TREE AT THE
 JZ3080'S END OF THE GATE TO THE ABOVE-MENTIONED DRIVEWAY.
 JZ3080'
 JZ3080'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3080'
 JZ3080'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 JZ3080
 JZ3080                          STATION RECOVERY (1997)
 JZ3080
 JZ3080'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ3080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0453 ***********************************************************************
 KZ0453  DESIGNATION -  CARNEGIE
 KZ0453  PID         -  KZ0453
 KZ0453  STATE/COUNTY-  OH/ASHLAND
 KZ0453  USGS QUAD   -  JELLOWAY (1982)
 KZ0453
 KZ0453                         *CURRENT SURVEY CONTROL
 KZ0453  ___________________________________________________________________
 KZ0453* NAD 83(1995)-  40 34 17.03164(N)    082 15 45.93281(W)     ADJUSTED  
 KZ0453* NAVD 88     -       405.980  (meters)    1331.95   (feet)  ADJUSTED  
 KZ0453  ___________________________________________________________________
 KZ0453  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 KZ0453  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KZ0453  DYNAMIC HT  -         405.781 (meters)    1331.30  (feet)  COMP
 KZ0453  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 KZ0453
 KZ0453  HORZ ORDER  -  SECOND
 KZ0453  VERT ORDER  -  SECOND    CLASS 0
 KZ0453
 KZ0453.The horizontal coordinates were established by classical geodetic methods
 KZ0453.and adjusted by the National Geodetic Survey in April 1998..
 KZ0453
 KZ0453.The orthometric height was determined by differential leveling
 KZ0453.and adjusted by the National Geodetic Survey in June 1991..
 KZ0453
 KZ0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ0453
 KZ0453.The geoid height was determined by GEOID03.
 KZ0453
 KZ0453.The dynamic height is computed by dividing the NAVD 88
 KZ0453.geopotential number by the normal gravity value computed on the
 KZ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0453.degrees latitude (g = 980.6199 gals.).
 KZ0453
 KZ0453.The modeled gravity was interpolated from observed gravity values.
 KZ0453
 KZ0453;                    North         East     Units Scale Factor Converg.
 KZ0453;SPC OH N     -   100,494.435   620,088.545   MT  0.99997642   +0 09 21.1
 KZ0453;UTM  17      - 4,491,946.046   393,113.718   MT  0.99974063   -0 49 16.9
 KZ0453
 KZ0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ0453!SPC OH N     -   0.99994155  x   0.99997642  =   0.99991797
 KZ0453!UTM  17      -   0.99994155  x   0.99974063  =   0.99968220
 KZ0453
 KZ0453:                Primary Azimuth Mark                     Grid Az
 KZ0453:SPC OH N     -  CARNEGIE AZ MK                           007 33 48.5
 KZ0453:UTM  17      -  CARNEGIE AZ MK                           008 32 26.5
 KZ0453
 KZ0453|---------------------------------------------------------------------|
 KZ0453| PID    Reference Object                     Distance      Geod. Az  |
 KZ0453|                                                           dddmmss.s |
 KZ0453| KZ0394 CARNEGIE AZ MK                                     0074309.6 |
 KZ0453| KZ0454 CARNEGIE RM 1                        22.087 METERS 03731     |
 KZ0453| KZ0452 CARNEGIE RM 2                        17.916 METERS 11023     |
 KZ0453|---------------------------------------------------------------------|
 KZ0453
 KZ0453                          SUPERSEDED SURVEY CONTROL
 KZ0453
 KZ0453  NAD 83(1986)-  40 34 17.03733(N)    082 15 45.93581(W) AD(       ) 2
 KZ0453  NAD 27      -  40 34 16.81475(N)    082 15 46.37314(W) AD(       ) 2
 KZ0453  NGVD 29 (??/??/92)  406.169  (m)         1332.57   (f) ADJ UNCH    2 0
 KZ0453
 KZ0453.Superseded values are not recommended for survey control.
 KZ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0453.See file dsdata.txt to determine how the superseded data were derived.
 KZ0453
 KZ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9311491946(NAD 83)
 KZ0453_MARKER: DS = TRIANGULATION STATION DISK
 KZ0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0453_STAMPING: CARNEGIE 1959
 KZ0453_MARK LOGO: CGS   
 KZ0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0453+STABILITY: SURFACE MOTION
 KZ0453
 KZ0453  HISTORY     - Date     Condition        Report By
 KZ0453  HISTORY     - 1959     MONUMENTED       CGS
 KZ0453  HISTORY     - 1959     GOOD             CGS
 KZ0453  HISTORY     - 1970     GOOD             OHHD
 KZ0453  HISTORY     - 1971     GOOD             OHHD
 KZ0453
 KZ0453                          STATION DESCRIPTION
 KZ0453
 KZ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ0453'THE STATION IS ABOUT 5 MILES SOUTH OF LOUDONVILLE, 1/2 MILE NORTH OF
 KZ0453'THE ASHLAND-KNOX COUNTY LINE,
 KZ0453'ALONG THE EAST SIDE OF STATE HIGHWAY 3, ON A HILL WHICH IS LOCALLY
 KZ0453'KNOWN AS CARNEGIE HILL.  IT IS IN
 KZ0453'THE SOUTHEAST 1/4 OF SECTION 27, T-19-N, R-16-W, HANOVER
 KZ0453'TOWNSHIP, ON PROPERTY OF MR. H.C. HOFFMEYER.
 KZ0453'
 KZ0453'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 3 AT
 KZ0453'THE WEST EDGE OF THE BUSINESS
 KZ0453'DISTRICT IN LOUDONVILLE, GO SOUTH ON HIGHWAY 3 FOR 4.1 MILES TO THE
 KZ0453'AZIMUTH MARK ON THE LEFT NEAR A
 KZ0453'POWER POLE ON THE HIGH BANK OF THE HIGHWAY.  CONTINUE
 KZ0453'STRAIGHT AHEAD ON HIGHWAY 3 FOR 0.45 MILE TO THE
 KZ0453'JUNCTION OF ASHLAND COUNTY ROUTE 119
 KZ0453'TURN LEFT AND GO SOUTH ON HIGHWAY 119 FOR 0.1 MILE TO THE STATION
 KZ0453'ON THE RIGHT IN A TRIANGLE
 KZ0453'FORMED BY HIGHWAY 119 AND THE OLD ROAD BED.
 KZ0453'
 KZ0453'STATION MARKS ARE STANDARD DISKS STAMPED CARNEGIE 1959.  THE SURFACE
 KZ0453'DISK IS SET IN A SQUARE CONCRETE
 KZ0453'POST WHICH PROJECTS 3 INCHES.  IT IS 26 FEET SOUTHWEST OF THE
 KZ0453'CENTERLINE OF HIGHWAY 119, 50 FEET
 KZ0453'SOUTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY AND 59 FEET
 KZ0453'WEST OF A TELEPHONE POLE.  A STANDARD
 KZ0453'METAL WITNESS POST WAS SET 3.9 FEET SOUTHWEST OF
 KZ0453'THE MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 KZ0453'MASS OF CONCRETE 30 INCHES BELOW THE
 KZ0453'SURFACE OF THE GROUND.
 KZ0453'
 KZ0453'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CARNEGIE NO 1 1959, IS
 KZ0453'SET IN A SQUARE CONCRETE POST
 KZ0453'WHICH PROJECTS 3 INCHES.  IT IS 33 FEET NORTHEAST OF THE CENTERLINE
 KZ0453'OF HIGHWAY 119 AND 15 FEET
 KZ0453'SOUTHWEST OF A 6-INCH POPLAR TREE WITH A TRIANGULAR BLAZE.
 KZ0453'
 KZ0453'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CARNEGIE NO 2 1959, IS
 KZ0453'SET IN A SQUARE CONCRETE POST
 KZ0453'WHICH PROJECTS 5 INCHES.  IT IS 20 FEET EAST OF THE CENTERLINE OF
 KZ0453'HIGHWAY 119, 25 FEET NORTH OF A
 KZ0453'FIELD ENTRANCE AND 1.5 FEET NORTH OF A TELEPHONE POLE.
 KZ0453'
 KZ0453'AZIMUTH MARK IS A STANDARD DISK STAMPED CARNEGIE 1959, SET IN A
 KZ0453'SQUARE CONCRETE POST WHICH
 KZ0453'PROJECTS 2 INCHES.  IT IS 66 FEET EAST OF THE PAINTED CENTER LINE OF
 KZ0453'HIGHWAY 3 AND 2 FEET SOUTHWEST OF A
 KZ0453'POWER POLE.  A STANDARD METAL WITNESS POST WAS SET 3.5 FEET
 KZ0453'NORTH OF THE MARK.
 KZ0453
 KZ0453                          STATION RECOVERY (1959)
 KZ0453
 KZ0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KZ0453'6.4 MI NW FROM GREER.
 KZ0453'ABOUT 0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 514 FROM THE WEST
 KZ0453'END OF BRIDGE OVER MOHICAN RIVER AT GREER, THENCE ABOUT 4.9
 KZ0453'MILES NORTHWEST ALONG KNOX COUNTY ROAD 43, THENCE ABOUT 0.55
 KZ0453'MILE NORTHWEST ALONG ASHLAND COUNTY ROAD 119, 0.1 MILE
 KZ0453'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 3, 26 FEET
 KZ0453'WEST-SOUTHWEST OF THE CENTER LINE OF ROAD 119, 48 1/2 FEET
 KZ0453'EAST OF CENTER LINE OF FORMER HIGHWAY 3, 86 FEET SOUTH OF THE
 KZ0453'CENTER OF ROAD CONNECTION BETWEEN ROAD 119 AND FORMER HIGHWAY
 KZ0453'3, 72.5 FEET SOUTHWEST OF R M 1, 58.9 FEET WEST-NORTHWEST OF
 KZ0453'AND ACROSS ROAD 119 FROM R M 2, 3 1/2 FEET EAST-NORTHEAST OF A
 KZ0453'STEEL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF ROAD
 KZ0453'119, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0453'THIS MARK CAN BE REACHED BY GOING ABOUT 3.25 MILES NORTHEAST
 KZ0453'ALONG STATE HIGHWAY 3 FROM THE METHODIST CHURCH AT JELLOWAY,
 KZ0453'KNOX COUNTY, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG COUNTY ROAD
 KZ0453'119
 KZ0453
 KZ0453                          STATION RECOVERY (1970)
 KZ0453
 KZ0453'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (JW)
 KZ0453'CARNEGIE 1959 RECOVERED GOOD.
 KZ0453'
 KZ0453'SIGN POST PAINTED.  TWP. HWY. 115 CHANGED TO TWP. HWY 3292.
 KZ0453
 KZ0453                          STATION RECOVERY (1971)
 KZ0453
 KZ0453'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (M)
 KZ0453'CARNEGIE RECOVERED GOOD.
 KZ0453'
 KZ0453'R.M. NO. 1 RECOVERED GOOD.
 KZ0453'
 KZ0453'R.M. NO. 2 RECOVERED GOOD.
 KZ0453'
 KZ0453'AZI. MARK RECOVERED GOOD.
 KZ0453'
 KZ0453'DESCRIPTION IS ADEQUATE.
 KZ0453'
 KZ0453'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.1 MILE SOUTH ON CR 739
 KZ0453'FROM INT. SR 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0394 ***********************************************************************
 KZ0394  DESIGNATION -  CARNEGIE AZ MK
 KZ0394  PID         -  KZ0394
 KZ0394  STATE/COUNTY-  OH/ASHLAND
 KZ0394  USGS QUAD   -  JELLOWAY (1982)
 KZ0394
 KZ0394                         *CURRENT SURVEY CONTROL
 KZ0394  ___________________________________________________________________
 KZ0394* NAD 83(1986)-  40 34 45.     (N)    082 15 41.     (W)     SCALED    
 KZ0394* NAVD 88     -       382.567  (meters)    1255.14   (feet)  ADJUSTED  
 KZ0394  ___________________________________________________________________
 KZ0394  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KZ0394  DYNAMIC HT  -         382.380 (meters)    1254.53  (feet)  COMP
 KZ0394  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 KZ0394
 KZ0394  VERT ORDER  -  SECOND    CLASS 0
 KZ0394
 KZ0394.The horizontal coordinates were scaled from a topographic map and have
 KZ0394.an estimated accuracy of +/- 6 seconds.
 KZ0394
 KZ0394.The orthometric height was determined by differential leveling
 KZ0394.and adjusted by the National Geodetic Survey in June 1991..
 KZ0394
 KZ0394.The geoid height was determined by GEOID03.
 KZ0394
 KZ0394.The dynamic height is computed by dividing the NAVD 88
 KZ0394.geopotential number by the normal gravity value computed on the
 KZ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0394.degrees latitude (g = 980.6199 gals.).
 KZ0394
 KZ0394.The modeled gravity was interpolated from observed gravity values.
 KZ0394
 KZ0394;                    North         East    Units  Estimated Accuracy
 KZ0394;SPC OH N     -   101,360.      620,200.      MT  (+/- 180 meters Scaled)
 KZ0394
 KZ0394                          SUPERSEDED SURVEY CONTROL
 KZ0394
 KZ0394  NGVD 29 (??/??/92)  382.756  (m)         1255.76   (f) ADJ UNCH    2 0
 KZ0394
 KZ0394.Superseded values are not recommended for survey control.
 KZ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0394.See file dsdata.txt to determine how the superseded data were derived.
 KZ0394
 KZ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE932928(NAD 83)
 KZ0394_MARKER: DZ = AZIMUTH MARK DISK
 KZ0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0394_STAMPING: CARNEGIE 1959
 KZ0394_MARK LOGO: CGS   
 KZ0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0394+STABILITY: SURFACE MOTION
 KZ0394
 KZ0394  HISTORY     - Date     Condition        Report By
 KZ0394  HISTORY     - 1959     MONUMENTED       CGS
 KZ0394
 KZ0394                          STATION DESCRIPTION
 KZ0394
 KZ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0394'4.9 MI SW FROM LOUDONVILLE.
 KZ0394'ABOUT 4.9 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE HIGH
 KZ0394'SCHOOL AT LOUDONVILLE, ALSO ABOUT 3.7 MILES NORTHEAST ALONG STATE
 KZ0394'HIGHWAY 3 FROM THE METHODIST CHURCH AT JELLOWAY, KNOX COUNTY,
 KZ0394'0.1 MILE SOUTH OF THE JUNCTION OF KICK ROAD (TWP ROAD 115) LEADING
 KZ0394'EAST, 65 FEET EAST OF THE CENTER LINE OF HIGHWAY 3, ON TOP OF A
 KZ0394'CUT BANK, 2.6 FEET SOUTH OF TELEPHONE POLE, 3.4 FEET SOUTHEAST
 KZ0394'OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0454 ***********************************************************************
 KZ0454  DESIGNATION -  CARNEGIE RM 1
 KZ0454  PID         -  KZ0454
 KZ0454  STATE/COUNTY-  OH/ASHLAND
 KZ0454  USGS QUAD   -  JELLOWAY (1982)
 KZ0454
 KZ0454                         *CURRENT SURVEY CONTROL
 KZ0454  ___________________________________________________________________
 KZ0454* NAD 83(1986)-  40 34 16.     (N)    082 15 46.     (W)     SCALED    
 KZ0454* NAVD 88     -       405.875  (meters)    1331.61   (feet)  ADJUSTED  
 KZ0454  ___________________________________________________________________
 KZ0454  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KZ0454  DYNAMIC HT  -         405.676 (meters)    1330.96  (feet)  COMP
 KZ0454  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 KZ0454
 KZ0454  VERT ORDER  -  SECOND    CLASS 0
 KZ0454
 KZ0454.The horizontal coordinates were scaled from a topographic map and have
 KZ0454.an estimated accuracy of +/- 6 seconds.
 KZ0454
 KZ0454.The orthometric height was determined by differential leveling
 KZ0454.and adjusted by the National Geodetic Survey in June 1991..
 KZ0454
 KZ0454.The geoid height was determined by GEOID03.
 KZ0454
 KZ0454.The dynamic height is computed by dividing the NAVD 88
 KZ0454.geopotential number by the normal gravity value computed on the
 KZ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0454.degrees latitude (g = 980.6199 gals.).
 KZ0454
 KZ0454.The modeled gravity was interpolated from observed gravity values.
 KZ0454
 KZ0454;                    North         East    Units  Estimated Accuracy
 KZ0454;SPC OH N     -   100,460.      620,090.      MT  (+/- 180 meters Scaled)
 KZ0454
 KZ0454                          SUPERSEDED SURVEY CONTROL
 KZ0454
 KZ0454  NGVD 29 (??/??/92)  406.064  (m)         1332.23   (f) ADJ UNCH    2 0
 KZ0454
 KZ0454.Superseded values are not recommended for survey control.
 KZ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0454.See file dsdata.txt to determine how the superseded data were derived.
 KZ0454
 KZ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE931919(NAD 83)
 KZ0454_MARKER: DR = REFERENCE MARK DISK
 KZ0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0454_STAMPING: CARNEGIE NO 1 1959
 KZ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0454+STABILITY: SURFACE MOTION
 KZ0454
 KZ0454  HISTORY     - Date     Condition        Report By
 KZ0454  HISTORY     - 1959     MONUMENTED       CGS
 KZ0454
 KZ0454                          STATION DESCRIPTION
 KZ0454
 KZ0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0454'6.4 MI NW FROM GREER.
 KZ0454'ABOUT 0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 514 FROM THE WEST
 KZ0454'END OF BRIDGE OVER MOHICAN RIVER AT GREER, THENCE ABOUT 4.9
 KZ0454'MILES NORTHWEST ALONG KNOX COUNTY ROAD 43, THENCE ABOUT 0.55
 KZ0454'MILE NORTHWEST ALONG ASHLAND COUNTY ROAD 119, 0.1 MILE SOUTHEAST
 KZ0454'OF THE JUNCTION OF STATE HIGHWAY 3, 33 FEET EAST OF THE
 KZ0454'CENTER LINE OF ROAD 119, 72.5 FEET NORTHEAST OF AND ACROSS
 KZ0454'ROAD 119 FROM CARNEGIE DESCRIBED, 78.8 FEET NORTH OF R M 2,
 KZ0454'14.5 FEET SOUTHWEST OF A TRAINGULATION BLAZED 6-INCH ASPEN
 KZ0454'TREE, ON TOP OF A CUT BANK, ABOUT 3 FEET ABOVE THE LEVEL OF
 KZ0454'ROAD 119, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0452 ***********************************************************************
 KZ0452  DESIGNATION -  CARNEGIE RM 2
 KZ0452  PID         -  KZ0452
 KZ0452  STATE/COUNTY-  OH/ASHLAND
 KZ0452  USGS QUAD   -  JELLOWAY (1982)
 KZ0452
 KZ0452                         *CURRENT SURVEY CONTROL
 KZ0452  ___________________________________________________________________
 KZ0452* NAD 83(1986)-  40 34 16.     (N)    082 15 46.     (W)     SCALED    
 KZ0452* NAVD 88     -       407.007  (meters)    1335.32   (feet)  ADJUSTED  
 KZ0452  ___________________________________________________________________
 KZ0452  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KZ0452  DYNAMIC HT  -         406.808 (meters)    1334.67  (feet)  COMP
 KZ0452  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 KZ0452
 KZ0452  VERT ORDER  -  SECOND    CLASS 0
 KZ0452
 KZ0452.The horizontal coordinates were scaled from a topographic map and have
 KZ0452.an estimated accuracy of +/- 6 seconds.
 KZ0452
 KZ0452.The orthometric height was determined by differential leveling
 KZ0452.and adjusted by the National Geodetic Survey in June 1991..
 KZ0452
 KZ0452.The geoid height was determined by GEOID03.
 KZ0452
 KZ0452.The dynamic height is computed by dividing the NAVD 88
 KZ0452.geopotential number by the normal gravity value computed on the
 KZ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0452.degrees latitude (g = 980.6199 gals.).
 KZ0452
 KZ0452.The modeled gravity was interpolated from observed gravity values.
 KZ0452
 KZ0452;                    North         East    Units  Estimated Accuracy
 KZ0452;SPC OH N     -   100,460.      620,090.      MT  (+/- 180 meters Scaled)
 KZ0452
 KZ0452                          SUPERSEDED SURVEY CONTROL
 KZ0452
 KZ0452  NGVD 29 (??/??/92)  407.196  (m)         1335.94   (f) ADJ UNCH    2 0
 KZ0452
 KZ0452.Superseded values are not recommended for survey control.
 KZ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0452.See file dsdata.txt to determine how the superseded data were derived.
 KZ0452
 KZ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE931919(NAD 83)
 KZ0452_MARKER: DR = REFERENCE MARK DISK
 KZ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0452_STAMPING: CARNEGIE NO 2 1959
 KZ0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0452+STABILITY: SURFACE MOTION
 KZ0452
 KZ0452  HISTORY     - Date     Condition        Report By
 KZ0452  HISTORY     - 1959     MONUMENTED       CGS
 KZ0452
 KZ0452                          STATION DESCRIPTION
 KZ0452
 KZ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0452'6.4 MI NW FROM GREER.
 KZ0452'ABOUT 0.95 MILES SOUTHWEST ALONG STATE HIGHWAY 514 FROM THE
 KZ0452'WEST END OF BRIDGE OVER MOHICAN RIVER AT GREER, THENCE ABOUT
 KZ0452'4.9 MILES NORTHWEST ALONG KNOX COUNTY ROAD 43, THENCE ABOUT
 KZ0452'0.55 MILE NORTHWEST ALONG ASHLAND COUNTY ROAD 119, 0.1 MILE
 KZ0452'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 3, 19 1/2 FEET
 KZ0452'EAST OF THE CENTER LINE OF ROAD 119, 58.9 FEET EAST-SOUTHEAST
 KZ0452'OF CARNEGIE DESCRIBED, 78.8 FEET SOUTH OF R M 1, 2 FEET NORTH OF A
 KZ0452'TELEPHONE POLE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 KZ0452'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3529 ***********************************************************************
 KY3529  CBN         -  This is a Cooperative Base Network Control Station.
 KY3529  PACS        -  This is a Primary Airport Control Station.
 KY3529  DESIGNATION -  CARPORT
 KY3529  PID         -  KY3529
 KY3529  STATE/COUNTY-  OH/CARROLL
 KY3529  USGS QUAD   -  CARROLLTON (1994)
 KY3529
 KY3529                         *CURRENT SURVEY CONTROL
 KY3529  ___________________________________________________________________
 KY3529* NAD 83(1995)-  40 33 42.17491(N)    081 04 42.29961(W)     ADJUSTED  
 KY3529* NAVD 88     -       354.12   (meters)    1161.8    (feet)  GPS OBS   
 KY3529  ___________________________________________________________________
 KY3529  X           -     752,557.412 (meters)                     COMP
 KY3529  Y           -  -4,793,915.545 (meters)                     COMP
 KY3529  Z           -   4,125,777.047 (meters)                     COMP
 KY3529  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 KY3529  ELLIP HEIGHT-         320.44  (meters)          (03/08/05) GPS OBS
 KY3529  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KY3529
 KY3529  HORZ ORDER  -  B
 KY3529  ELLP ORDER  -  FOURTH    CLASS II
 KY3529
 KY3529.This mark is at Carroll Co-Tolson Airport (TSO)
 KY3529
 KY3529.The horizontal coordinates were established by GPS observations
 KY3529.and adjusted by the National Geodetic Survey in August 1996..
 KY3529
 KY3529.The orthometric height was determined by GPS observations and a
 KY3529.high-resolution geoid model.
 KY3529
 KY3529.GPS derived orthometric heights for airport stations designated as
 KY3529.PACS or SACS are published to 2 decimal places.  This maintains
 KY3529.centimeter relative accuracy between the PACS and SACS.  It does
 KY3529.not indicate centimeter accuracy relative to other marks which are
 KY3529.part of the NAVD 88 network.
 KY3529
 KY3529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3529
 KY3529.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3529
 KY3529.The ellipsoidal height was determined by GPS observations
 KY3529.and is referenced to NAD 83.
 KY3529
 KY3529.The geoid height was determined by GEOID03.
 KY3529
 KY3529;                    North         East     Units Scale Factor Converg.
 KY3529;SPC OH N     -   100,373.102   720,385.956   MT  0.99997788   +0 56 02.1
 KY3529;UTM  17      - 4,490,108.106   493,361.555   MT  0.99960054   -0 03 03.6
 KY3529
 KY3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3529!SPC OH N     -   0.99994974  x   0.99997788  =   0.99992762
 KY3529!UTM  17      -   0.99994974  x   0.99960054  =   0.99955030
 KY3529
 KY3529:                Primary Azimuth Mark                     Grid Az
 KY3529:SPC OH N     -  CARPORT AZ MK                            243 26 36.0
 KY3529:UTM  17      -  CARPORT AZ MK                            244 25 41.7
 KY3529
 KY3529|---------------------------------------------------------------------|
 KY3529| PID    Reference Object                     Distance      Geod. Az  |
 KY3529|                                                           dddmmss.s |
 KY3529| KY3532 CARPORT AZ MK                       APPROX. 0.6 KM 2442238.1 |
 KY3529|---------------------------------------------------------------------|
 KY3529
 KY3529                          SUPERSEDED SURVEY CONTROL
 KY3529
 KY3529  ELLIP H (08/20/96)  320.45   (m)                       GP(       ) 4 2
 KY3529  NAD 83(1986)-  40 33 42.18242(N)    081 04 42.30533(W) AD(       ) 3
 KY3529  NAD 27      -  40 33 41.94519(N)    081 04 42.91058(W) AD(       ) 3
 KY3529  NGVD 29 (02/23/89)  354.2    (m)         1162.     (f) GPS OBS        
 KY3529
 KY3529.Superseded values are not recommended for survey control.
 KY3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3529.See file dsdata.txt to determine how the superseded data were derived.
 KY3529
 KY3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME9336290108(NAD 83)
 KY3529_MARKER: DH = HORIZONTAL CONTROL DISK
 KY3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3529_SP_SET: CONCRETE POST
 KY3529_STAMPING: CARPORT 1986
 KY3529_MARK LOGO: NGS   
 KY3529_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3529+STABILITY: SURFACE MOTION
 KY3529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3529+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1995
 KY3529
 KY3529  HISTORY     - Date     Condition        Report By
 KY3529  HISTORY     - 1986     MONUMENTED       NGS
 KY3529  HISTORY     - 19871009 GOOD
 KY3529  HISTORY     - 19950809 GOOD             NGS
 KY3529
 KY3529                          STATION DESCRIPTION
 KY3529
 KY3529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KY3529'THE STATION IS LOCATED AT THE CARROLLTON/CARROLL COUNTY AIRPORT,
 KY3529'ABOUT 1 MILE SOUTHEAST OF THE TOWN OF CARROLLTON.  OWNERSHIP CARROLL
 KY3529'COUNTY, C/O AIRPORT MANAGER WALT YOUNG, 253 AIRPORT ROAD, CARROLLTON,
 KY3529'OHIO 44615, PHONE 216-627-5250.
 KY3529'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 43, 9  AND
 KY3529'39 ABOUT 0.5 MILES SOUTHEAST OF CARROLLTON.  GO SOUTHEAST ON STATE
 KY3529'HIGHWAYS 43 AND 9 FOR 0.45 MILE TO AIRPORT ROAD ON THE RIGHT.  TURN
 KY3529'RIGHT, SOUTH, AND GO FOR 0.4 MILE TO  A FORK.  BEAR LEFT AND GO
 KY3529'FOR 0.1 MILE TO THE AIRPORT ADMINISTRATION BUILDING ON THE RIGHT
 KY3529'CONTINUE AHEAD FOR ABOUT 30 METERS TO A GATE ON THE LEFT.  TURN
 KY3529'LEFT THUR THE GATE AND GO SOUTH ACROSS THE TARMAC FOR 0.1 MILE
 KY3529'TO THE RUNWAY AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH FROM
 KY3529'THE STATION, GO SOUTHWEST PARALLELING THE RUNWAY (IN THE GRASS) FOR
 KY3529'0.35 MILES TO THE AZIMUTH MARK ON THE SOUTHWEST SIDE OF A TURN AROUND.
 KY3529'THE STATION MARKS ARE STANDARD NGS DISKS STAMPED --CARPORT 1986--. THE
 KY3529'SURFACE MARK IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST FLUSH
 KY3529'WITH THE GROUND.  IT IS 17.7 METERS (58.0 FEET) NORTH-NORTHWEST OF THE
 KY3529'RUNWAY CENTERLINE, 16.2 METERS (53.0 FEET) EAST-NORTHEAST OF THE RAMP
 KY3529'CENTERLINE, 38.7 METERS (127 FEET) SOUTH SOUTHWEST OF A CHAINLINK
 KY3529'FENCE CORNER AND 0.3 METER (1.0 FOOT) WEST OF A FIBERGLASS WITNESS
 KY3529'POST.  THE UNDERGROUND MARK IS SET IN A IRREGULAR MASS OF CONCRETE
 KY3529'ABOUT 1.0 METER BELOW THE GROUND LEVEL.
 KY3529'DESCRIBED BY B.L. LAMBERT.  TYPED BY JAMES MALONEY 09/04/87.
 KY3529
 KY3529                          STATION RECOVERY (1987)
 KY3529
 KY3529'RECOVERED 1987
 KY3529'RECOVERED IN GOOD CONDITION.
 KY3529
 KY3529                          STATION RECOVERY (1995)
 KY3529
 KY3529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3529'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF CARROLLTON,
 KY3529'AT THE CARROLL COUNTY AIRPORT.  IN THE GRASS, NORTHEAST OF THE TAXI
 KY3529'AND NORTHWEST OF THE RUNWAY.  OWNERSHIP--CARROLL COUNTY, 253 AIRPORT
 KY3529'ROAD, CARROLLTON, OHIO, 44615.  AIRPORT MANAGER ALAN MILLER, PHONE
 KY3529'330-627-5250.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 KY3529'HIGHWAYS 43, 39 AND 9 ABOUT 0.8 KM (0.50 MI) SOUTHEAST OF CARROLLTON,
 KY3529'GO SOUTHEAST 0.72 KM (0.45 MI) ON HIGHWAYS 43 AND 9 TO AIRPORT ROAD ON
 KY3529'THE RIGHT.  TURN RIGHT, SOUTH, 0.64 KM (0.40 MI) TO A FORK.  BEAR
 KY3529'RIGHT, WEST, 0.16 KM (0.10 MI) ON ALLEGHANY ROAD TO THE ENTRANCE AND
 KY3529'ADMINISTRATION BUILDING ON THE LEFT.  TURN LEFT, SOUTH, ABOUT 30 M
 KY3529'(98.4 FT) TO A GATE ON THE RIGHT.  TURN RIGHT, SOUTHWEST, THROUGH THE
 KY3529'GATE, THEN SOUTHEAST, 0.16 KM (0.10 MI) ACROSS APRON AND ALONG TAXI TO
 KY3529'THE STATION ON THE LEFT.  STATION IS 38.7 M (127.0 FT) SOUTH-SOUTHEAST
 KY3529'OF A CHAIN LINK FENCE END, 17.6 M (57.7 FT) NORTH-NORTHWEST OF THE
 KY3529'RUNWAY CENTERLINE, 16.1 M (52.8 FT) EAST-NORTHEAST OF THE TAXI
 KY3529'CENTERLINE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 KY3529'LEVEL WITH THE TAXI AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3532 ***********************************************************************
 KY3532  SACS        -  This is a Secondary Airport Control Station.
 KY3532  DESIGNATION -  CARPORT AZ MK
 KY3532  PID         -  KY3532
 KY3532  STATE/COUNTY-  OH/CARROLL
 KY3532  USGS QUAD   -  CARROLLTON (1994)
 KY3532
 KY3532                         *CURRENT SURVEY CONTROL
 KY3532  ___________________________________________________________________
 KY3532* NAD 83(1995)-  40 33 34.18921(N)    081 05 04.12939(W)     ADJUSTED  
 KY3532* NAVD 88     -       354.18   (meters)    1162.0    (feet)  GPS OBS   
 KY3532  ___________________________________________________________________
 KY3532  X           -     752,074.882 (meters)                     COMP
 KY3532  Y           -  -4,794,153.456 (meters)                     COMP
 KY3532  Z           -   4,125,589.938 (meters)                     COMP
 KY3532  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KY3532  ELLIP HEIGHT-         320.50  (meters)          (10/07/05) GPS OBS
 KY3532  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KY3532
 KY3532  HORZ ORDER  -  FIRST
 KY3532  ELLP ORDER  -  FOURTH    CLASS II
 KY3532
 KY3532.This mark is at Carroll Co-Tolson Airport (TSO)
 KY3532
 KY3532.The horizontal coordinates were established by GPS observations
 KY3532.and adjusted by the National Geodetic Survey in August 1997..
 KY3532
 KY3532.The orthometric height was determined by GPS observations and a
 KY3532.high-resolution geoid model.
 KY3532
 KY3532.GPS derived orthometric heights for airport stations designated as
 KY3532.PACS or SACS are published to 2 decimal places.  This maintains
 KY3532.centimeter relative accuracy between the PACS and SACS.  It does
 KY3532.not indicate centimeter accuracy relative to other marks which are
 KY3532.part of the NAVD 88 network.
 KY3532
 KY3532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3532
 KY3532.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3532
 KY3532.The ellipsoidal height was determined by GPS observations
 KY3532.and is referenced to NAD 83.
 KY3532
 KY3532.The geoid height was determined by GEOID03.
 KY3532
 KY3532;                    North         East     Units Scale Factor Converg.
 KY3532;SPC OH N     -   100,118.461   719,876.488   MT  0.99997822   +0 55 47.7
 KY3532;UTM  17      - 4,489,862.352   492,847.979   MT  0.99960063   -0 03 17.8
 KY3532
 KY3532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3532!SPC OH N     -   0.99994973  x   0.99997822  =   0.99992795
 KY3532!UTM  17      -   0.99994973  x   0.99960063  =   0.99955038
 KY3532
 KY3532:                Primary Azimuth Mark                     Grid Az
 KY3532:SPC OH N     -  CARPORT                                  063 26 36.2
 KY3532:UTM  17      -  CARPORT                                  064 25 41.7
 KY3532
 KY3532|---------------------------------------------------------------------|
 KY3532| PID    Reference Object                     Distance      Geod. Az  |
 KY3532|                                                           dddmmss.s |
 KY3532| KY3529 CARPORT                             APPROX. 0.6 KM 0642223.9 |
 KY3532|---------------------------------------------------------------------|
 KY3532
 KY3532                          SUPERSEDED SURVEY CONTROL
 KY3532
 KY3532  ELLIP H (08/11/97)  320.51   (m)                       GP(       ) 4 2
 KY3532  NAD 83(1986)-  40 33 34.19654(N)    081 05 04.13531(W) AD(       ) 3
 KY3532  NAD 27      -  40 33 33.95961(N)    081 05 04.73889(W) AD(       ) 3
 KY3532  NGVD 29 (02/23/89)  354.2    (m)         1162.     (f) GPS OBS        
 KY3532
 KY3532.Superseded values are not recommended for survey control.
 KY3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3532.See file dsdata.txt to determine how the superseded data were derived.
 KY3532
 KY3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME9284889862(NAD 83)
 KY3532_MARKER: DZ = AZIMUTH MARK DISK
 KY3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3532_SP_SET: CONCRETE POST
 KY3532_STAMPING: CARPORT AZ MK 1986
 KY3532_MARK LOGO: NGS   
 KY3532_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3532+STABILITY: SURFACE MOTION
 KY3532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3532+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1995
 KY3532
 KY3532  HISTORY     - Date     Condition        Report By
 KY3532  HISTORY     - 1986     MONUMENTED       NGS
 KY3532  HISTORY     - 19871009 GOOD
 KY3532  HISTORY     - 19950809 GOOD             NGS
 KY3532
 KY3532                          STATION DESCRIPTION
 KY3532
 KY3532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KY3532'THE STATION IS LOCATED AT THE CARROLLTON/CARROLL COUNTY AIRPORT,
 KY3532'ABOUT 1 MILE SOUTHEAST OF THE TOWN OF CARROLLTON.  OWNERSHIP CARROLL
 KY3532'COUNTY, C/O AIRPORT MANAGER WALT YOUNG, 253 AIRPORT ROAD, CARROLLTON,
 KY3532'OHIO 44615, PHONE 216-627-5250.
 KY3532'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 43, 9  AND
 KY3532'39 ABOUT 0.5 MILES SOUTHEAST OF CARROLLTON.  GO SOUTHEAST ON STATE
 KY3532'HIGHWAYS 43 AND 9 FOR 0.45 MILE TO AIRPORT ROAD ON THE RIGHT.  TURN
 KY3532'RIGHT, SOUTH, AND GO FOR 0.4 MILE TO  A FORK.  BEAR LEFT AND GO
 KY3532'FOR 0.1 MILE TO THE AIRPORT ADMINISTRATION BUILDING ON THE RIGHT
 KY3532'CONTINUE AHEAD FOR ABOUT 30 METERS TO A GATE ON THE LEFT.  TURN
 KY3532'LEFT THUR THE GATE AND GO SOUTH ACROSS THE TARMAC FOR 0.1 MILE
 KY3532'TO THE RUNWAY AND THE STATION ON THE LEFT.  TO REACH THE AZIMUTH FROM
 KY3532'THE STATION, GO SOUTHWEST PARALLELING THE RUNWAY (IN THE GRASS) FOR
 KY3532'0.35 MILES TO THE AZIMUTH MARK ON THE SOUTHWEST SIDE OF A TURN AROUND.
 KY3532'THE MARKS ARE STANDARD NGS AZIMUTH MARKS STAMPED ---CARPORT 1987----.
 KY3532'THE SURFACE MARK IS SET IN THE TOP OF 30 CM ROUND CONCRETE POST FLUSH
 KY3532'WITH THE GROUND.  IT IS 17.7 METERS (58.0 FEET) NORTH-NORTHWEST OF
 KY3532'THE RUNWAY CENTERLINE, 12.5 METERS (41.0 FEET) SOUTH-SOUTHWEST OF AN A
 KY3532'AIRPORT ELEVATION SIGN.  7.0 METERS (23.0 FEET) NORTHEAST OF A RUNWAY
 KY3532'LIGHT, 4.6 METERS (15.2 FEET) WEST-SOUTHWEST FROM THE EDGE OF THE TURN
 KY3532'AROUND AND 0.4 METERS (1.4 FEET) SOUTH-SOUTHWEST FROM THE FIBERGLASS
 KY3532'WITNESS POST.  NO UNDERGROUND MARK WAS SET DUE TO WATER IN THE HOLE.
 KY3532'DESCRIBED BY B. L. LAMBERT.  TYPED BY JAMES MALONEY 9/04/87.
 KY3532
 KY3532                          STATION RECOVERY (1987)
 KY3532
 KY3532'RECOVERED 1987
 KY3532'RECOVERED IN GOOD CONDITION.
 KY3532
 KY3532                          STATION RECOVERY (1995)
 KY3532
 KY3532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3532'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF CARROLLTON,
 KY3532'AT THE CARROLL COUNTY AIRPORT.  NEAR THE SOUTHWEST END OF THE RUNWAY,
 KY3532'IN THE GRASS, NEAR THE SOUTHWEST SIDE OF A TURN AROUND.
 KY3532'OWNERSHIP--CARROLL COUNTY, 253 AIRPORT ROAD, CARROLLTON, OH.  44615.
 KY3532'AIRPORT MANAGER ALAN MILLER, PHONE 216-627-5250.  NOTE--THIS STATION
 KY3532'WAS SELECTED AS A (SACS) .  TO REACH THE STATION FROM THE JUNCTION OF
 KY3532'STATE HIGHWAYS 43, 39 AND 9 ABOUT 0.8 KM (0.50 MI) SOUTHEAST OF
 KY3532'CARROLLTON, GO SOUTHEAST 0.72 KM (0.45 MI) ON HIGHWAYS 43 AND 9 TO
 KY3532'AIRPORT ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, 0.64 KM (0.40 MI) TO A
 KY3532'FORK.  BEAR RIGHT, WEST, 0.16 KM (0.10 MI) ON ALLEGHANY ROAD TO THE
 KY3532'ENTRANCE AND ADMINISTRATION BUILDING ON THE LEFT.  TURN LEFT, SOUTH,
 KY3532'ABOUT 0.03 KM (0.00 MI) TO A GATE ON THE RIGHT.  TURN RIGHT,
 KY3532'SOUTHWEST, THROUGH THE GATE, THEN SOUTHEAST, 0.2 KM (0.10 MI) ACROSS
 KY3532'APRON AND ALONG TAXI TO THE RUNWAY.  TURN RIGHT, SOUTHWEST, 0.56 KM
 KY3532'(0.35 MI) TO THE STATION ON THE RIGHT.  STATION IS 17.3 M (56.8 FT)
 KY3532'NORTH-NORTHWEST OF THE RUNWAY CENTERLINE, 6.3 M (20.7 FT)
 KY3532'EAST-NORTHEAST OF THE CENTER 1 OF 3 THRESHOLD LIGHTS, 4.6 M (15.1 FT)
 KY3532'WEST-SOUTHWEST OF THE EDGE OF THE TURN AROUND EDGE, 0.4 M (1.3 FT)
 KY3532'SOUTH-SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS 0.2 M (0.7 FT)
 KY3532'BELOW THE LEVEL OF THE TURN AROUND AND FLUSH WITH THE GROUND SURFACE.
 KY3532'BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1458 ***********************************************************************
 JY1458  DESIGNATION -  CARR
 JY1458  PID         -  JY1458
 JY1458  STATE/COUNTY-  OH/FAYETTE
 JY1458  USGS QUAD   -  WASHINGTON COURT HOUSE (1986)
 JY1458
 JY1458                         *CURRENT SURVEY CONTROL
 JY1458  ___________________________________________________________________
 JY1458* NAD 83(1995)-  39 32 10.70003(N)    083 29 39.32339(W)     ADJUSTED  
 JY1458* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 JY1458  ___________________________________________________________________
 JY1458  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 JY1458  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JY1458
 JY1458  HORZ ORDER  -  FIRST
 JY1458
 JY1458.The horizontal coordinates were established by classical geodetic methods
 JY1458.and adjusted by the National Geodetic Survey in April 1998..
 JY1458
 JY1458.The orthometric height was scaled from a topographic map.
 JY1458
 JY1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1458
 JY1458.The geoid height was determined by GEOID03.
 JY1458
 JY1458;                    North         East     Units Scale Factor Converg.
 JY1458;SPC OH S     -   171,021.384   514,532.014   MT  0.99993941   -0 37 51.2
 JY1458;UTM  17      - 4,379,264.838   285,644.921   MT  1.00016574   -1 35 18.1
 JY1458
 JY1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1458!SPC OH S     -   0.99995537  x   0.99993941  =   0.99989478
 JY1458!UTM  17      -   0.99995537  x   1.00016574  =   1.00012110
 JY1458
 JY1458|---------------------------------------------------------------------|
 JY1458| PID    Reference Object                     Distance      Geod. Az  |
 JY1458|                                                           dddmmss.s |
 JY1458| CE5854 CARR RM 1                            48.266 METERS 02831     |
 JY1458| CE5855 CARR RM 2                            37.353 METERS 14806     |
 JY1458| CE5853 CARR AZ MK                                         3515906.9 |
 JY1458|---------------------------------------------------------------------|
 JY1458
 JY1458                          SUPERSEDED SURVEY CONTROL
 JY1458
 JY1458  NAD 83(1986)-  39 32 10.70555(N)    083 29 39.32820(W) AD(       ) 1
 JY1458  NAD 27      -  39 32 10.48100(N)    083 29 39.62000(W) AD(       ) 1
 JY1458
 JY1458.Superseded values are not recommended for survey control.
 JY1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1458.See file dsdata.txt to determine how the superseded data were derived.
 JY1458
 JY1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8564579265(NAD 83)
 JY1458_MARKER: DS = TRIANGULATION STATION DISK
 JY1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1458_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JY1458
 JY1458  HISTORY     - Date     Condition        Report By
 JY1458  HISTORY     - 1938     MONUMENTED       CGS
 JY1458  HISTORY     - 1971     GOOD             OHDT
 JY1458
 JY1458                          STATION DESCRIPTION
 JY1458
 JY1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JY1458'STATION IS APPROXIMATELY 3 MILES W OF WASHINGTON COURTHOUSE, ON
 JY1458'PROPERTY OF MRS. HERMAN CARR OF WASHINGTON COURTHOUSE, AND RENTED
 JY1458'BY MR. FRANKLIN COIL.  STATION IS ON A KNOLL, 39 FEET N OF N SIDE OF
 JY1458'MR. COILS HOUSE, APPROXIMATELY 100 FEET W OF CENTER LINE OF GRAVEL
 JY1458'ROAD, 25 FEET E OF E SIDE OF MILK SHED, IS STAMPED CARR, 1938, AND IS
 JY1458'SET IN A 15-INCH CONCRETE CYLINDER, A STANDARD BRONZE DISK,
 JY1458'FLUSH WITH THE GROUND.
 JY1458'
 JY1458'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JY1458'IN CONCRETE.
 JY1458'
 JY1458'REFERENCE MARK NO. 1 IS NNE OF STATION, 15 FEET W OF CENTER LINE OF
 JY1458'GRAVEL ROAD, 1 FOOT W OF WIRE FENCE, 55 FEET N OF CENTER OF
 JY1458'PASTURE GATE, IS STAMPED CARR, NO. 1, 1938, AND PROTRUDES 3 INCHES.
 JY1458'REFERENCE MARK NO. 2 IS SE OF STATION, 9 FEET S OF FENCE ON S SIDE
 JY1458'OF YARD, 53 FEET W OF CENTER LINE OF GRAVEL ROAD, AND 75 FEET SE OF
 JY1458'HOUSE, IS STAMPED CARR, NO. 2, 1938, AND PROTRUDES 4 INCHES.
 JY1458'
 JY1458'AZIMUTH MARK IS N BY W OF STATION, ON THE W SIDE OF SAME ROAD THAT
 JY1458'RUNS BY STATION. THE DISK IS SET IN THE TOP OF THE S OF TWO
 JY1458'CONCRETE GATE POSTS WHICH ARE 1 FOOT SQUARE AND 5 FEET HIGH AND IS
 JY1458'STAMPED CARR, 1938. TO REACH AZIMUTH MARK FROM STATION, CONTINUE N
 JY1458'ON GRAVEL ROAD, FOLLOWING MAIN ROAD WHICH MAKES TWO CURVES, FOR 0.55
 JY1458'MILE TO AZIMUTH MARK IN GATE POST ON L.
 JY1458'
 JY1458'TO REACH STATION FROM WASHINGTON COURTHOUSE, GO W FROM THE COURTHOUSE
 JY1458'ON U.S. 22 FOR 3.0 MILES TO A GRAVEL T-ROAD R, N, AND MT. OLIVE M.
 JY1458'P. CHURCH IN NW CORNER, TURN R ON GRAVEL ROAD AND FOLLOW FOR 0.9 MILE
 JY1458'TO MR. COILS HOUSE AND STATION ON KNOLL TO L.
 JY1458'
 JY1458'HEIGHT OF LIGHT ABOVE STATION MARK-26 METERS.
 JY1458
 JY1458                          STATION RECOVERY (1971)
 JY1458
 JY1458'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971 (SLC)
 JY1458'CARR RECOVERED EXCELLENT.
 JY1458'
 JY1458'RM - 1 RECOVERED EXCELLENT.
 JY1458'
 JY1458'RM - 2 RECOVERED EXCELLENT.
 JY1458'
 JY1458'AZIMUTH MARK GOOD CONDITION.  CONTACT WAS MADE WITH THE MAN FARMING
 JY1458'THIS LAND.
 JY1458'
 JY1458'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF WASHINGTON
 JY1458'COURT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1823 ***********************************************************************
 MB1823  DESIGNATION -  CARRIE
 MB1823  PID         -  MB1823
 MB1823  STATE/COUNTY-  OH/SUMMIT
 MB1823  USGS QUAD   -  AKRON EAST (1964)
 MB1823
 MB1823                         *CURRENT SURVEY CONTROL
 MB1823  ___________________________________________________________________
 MB1823* NAD 83(1995)-  41 02 01.13219(N)    081 26 26.56322(W)     ADJUSTED  
 MB1823* NAVD 88     -       328.9    (meters)    1079.     (feet)  VERTCON   
 MB1823  ___________________________________________________________________
 MB1823  X           -     717,129.944 (meters)                     COMP
 MB1823  Y           -  -4,764,696.554 (meters)                     COMP
 MB1823  Z           -   4,165,436.659 (meters)                     COMP
 MB1823  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MB1823  ELLIP HEIGHT-         295.55  (meters)          (10/07/05) GPS OBS
 MB1823  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MB1823
 MB1823  HORZ ORDER  -  FIRST
 MB1823  ELLP ORDER  -  FOURTH    CLASS I
 MB1823
 MB1823.The horizontal coordinates were established by GPS observations
 MB1823.and adjusted by the National Geodetic Survey in April 1998..
 MB1823
 MB1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1823
 MB1823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1823
 MB1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1823
 MB1823.The ellipsoidal height was determined by GPS observations
 MB1823.and is referenced to NAD 83.
 MB1823
 MB1823.The geoid height was determined by GEOID03.
 MB1823
 MB1823;                    North         East     Units Scale Factor Converg.
 MB1823;SPC OH N     -   152,338.516   689,070.457   MT  0.99993932   +0 41 45.2
 MB1823;UTM  17      - 4,542,585.838   462,954.250   MT  0.99961689   -0 17 21.6
 MB1823
 MB1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1823!SPC OH N     -   0.99995364  x   0.99993932  =   0.99989297
 MB1823!UTM  17      -   0.99995364  x   0.99961689  =   0.99957055
 MB1823
 MB1823                          SUPERSEDED SURVEY CONTROL
 MB1823
 MB1823  NAD 83(1986)-  41 02 01.13892(N)    081 26 26.56700(W) AD(       ) 1
 MB1823  NGVD 29 (07/20/87)  329.1    (m)         1080.     (f) GPS OBS        
 MB1823
 MB1823.Superseded values are not recommended for survey control.
 MB1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1823.See file dsdata.txt to determine how the superseded data were derived.
 MB1823
 MB1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6295442586(NAD 83)
 MB1823_MARKER: DS = TRIANGULATION STATION DISK
 MB1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1823_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1823+STABILITY: SURFACE MOTION
 MB1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1823+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 MB1823
 MB1823  HISTORY     - Date     Condition        Report By
 MB1823  HISTORY     - 1983     MONUMENTED       NGS
 MB1823  HISTORY     - 20060511 GOOD             GEOCAC
 MB1823
 MB1823                          STATION DESCRIPTION
 MB1823
 MB1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MB1823'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 MB1823'
 MB1823'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTHEAST FROM THE
 MB1823'APPROXIMATE CENTER OF AKRON, ON THE NORTH SHORE OF THE SPRINGFIELD
 MB1823'LAKE AND JUST SOUTH FROM THE SPRINGFIELD TOWNSHIP HALL, FIRE HOUSE
 MB1823'AND POLICE STATION.  OWNERSHIP-- SPRINGFIELD TOWNSHIP PARK PROPERTY.
 MB1823'
 MB1823'TO REACH THE STATION FROM THE SPRINGFIELD TOWNSHIP HALL, FIRE STATION
 MB1823'AND POLICE STATION, GO SOUTH FOR ABOUT 84 METERS (275 FEET) TO THE
 MB1823'STATION IN A GRASS COVERED AREA BETWEEN A GRAVELED PARKING LOT AND
 MB1823'THE LAKE SHORE LINE.
 MB1823'
 MB1823'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 MB1823'---CARRIE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 MB1823'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 42.4 METERS
 MB1823'(139.0 FEET) ESE FROM THE SOUTHEAST CORNER OF A PAVILLION, 84.3 METERS
 MB1823'(276.5 FEET) SW FROM THE SOUTHEAST CORNER TOWNSHIP BUILDING NUMBER
 MB1823'2465, 20.1 METERS (66.0 FEET) S FROM THE SOUTH EDGE OF THE GRAVELED
 MB1823'PARKING LOT, 6.7 METERS (22.0 FEET) N FROM THE SHORE LINE, AND 11.9
 MB1823'METERS (39.0 FEET) SE FROM A 6-INCH ASH TREE.
 MB1823'
 MB1823'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 MB1823'---CARRIE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 MB1823'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 12.7 METERS
 MB1823'(41.8 FEET) NE FROM THE NORTHEAST CORNER OF A HOUSE AT 2614 CANFIELD
 MB1823'PKWY, 1.2 METERS (4.0 FEET) NE FROM A POWERLINE POLE NUMBERED 4268,
 MB1823'1.1 METERS (3.5 FEET) NE FROM A CARSONITE WITNESS POST, AND 6.1
 MB1823'METERS (20.0 FEET) SW FROM THE CENTER OF CANFIELD PARKWAY.
 MB1823'
 MB1823'TO REACH THE AZIMUTH MARK FROM FROM THE STATION, GO SOUTHEAST ON
 MB1823'CANFIELD PARKWAY FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT.
 MB1823
 MB1823                          STATION RECOVERY (2006)
 MB1823
 MB1823'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1824 ***********************************************************************
 MB1824  DESIGNATION -  CARRIE AZ MK
 MB1824  PID         -  MB1824
 MB1824  STATE/COUNTY-  OH/SUMMIT
 MB1824  USGS QUAD   -  AKRON EAST (1964)
 MB1824
 MB1824                         *CURRENT SURVEY CONTROL
 MB1824  ___________________________________________________________________
 MB1824* NAD 83(1995)-  41 01 54.63895(N)    081 26 11.89458(W)     ADJUSTED  
 MB1824* NAVD 88     -       328.3    (meters)    1077.     (feet)  VERTCON   
 MB1824  ___________________________________________________________________
 MB1824  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 MB1824  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MB1824
 MB1824  HORZ ORDER  -  SECOND
 MB1824
 MB1824.The horizontal coordinates were established by classical geodetic methods
 MB1824.and adjusted by the National Geodetic Survey in April 1998..
 MB1824.No horizontal observational check was made to the station.
 MB1824
 MB1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1824
 MB1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1824
 MB1824.The geoid height was determined by GEOID03.
 MB1824
 MB1824;                    North         East     Units Scale Factor Converg.
 MB1824;SPC OH N     -   152,142.406   689,415.497   MT  0.99993934   +0 41 54.9
 MB1824;UTM  17      - 4,542,383.889   463,295.757   MT  0.99961658   -0 17 11.9
 MB1824
 MB1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1824!SPC OH N     -   0.99995373  x   0.99993934  =   0.99989308
 MB1824!UTM  17      -   0.99995373  x   0.99961658  =   0.99957033
 MB1824
 MB1824                          SUPERSEDED SURVEY CONTROL
 MB1824
 MB1824  NAD 83(1986)-  41 01 54.64560(N)    081 26 11.89843(W) AD(       ) 2
 MB1824  NGVD 29 (07/20/87)  328.5    (m)         1078.     (f) VERT ANG       
 MB1824
 MB1824.Superseded values are not recommended for survey control.
 MB1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1824.See file dsdata.txt to determine how the superseded data were derived.
 MB1824
 MB1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6329642384(NAD 83)
 MB1824_MARKER: DZ = AZIMUTH MARK DISK
 MB1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1824_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1824+STABILITY: SURFACE MOTION
 MB1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1824+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 MB1824
 MB1824  HISTORY     - Date     Condition        Report By
 MB1824  HISTORY     - 1983     MONUMENTED       NGS
 MB1824  HISTORY     - 20060511 GOOD             GEOCAC
 MB1824
 MB1824                          STATION DESCRIPTION
 MB1824
 MB1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MB1824'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTHEAST FROM THE
 MB1824'APPROXIMATE CENTER OF AKRON, ON THE NORTHEAST SHORE OF THE
 MB1824'SPRINGFIELD LAKE, 0.5 KM (0.25 MI) SOUTHEAST FROM THE SPRINGFIELD
 MB1824'TOWNSHIP HALL AND 0.75 KM (0.5 MI) WEST FROM THE INTERSECTION OF U.S.
 MB1824'HIGHWAY 224 AND STATE HIGHWAY 8.  OWNERSHIP--SPRINGFIELD TOWNSHIP
 MB1824'PARK PROPERTY.
 MB1824'
 MB1824'TO REACH FROM THE SPRINGFIELD TOWNSHIP HALL AND FIRE STATION, GO
 MB1824'SOUTHEAST ON CANFIELD PARKWAY FOR 0.4 KM (0.25 MI) TO THE STATION.
 MB1824'
 MB1824'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---CARRIE
 MB1824'1983---SET IN THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE POST WHICH
 MB1824'IS FLUSH WITH THE SURFACE.  IT IS 12.7 METERS (41.8 FEET) NORTHEAST
 MB1824'FROM THE NORTHEAST CORNER OF HOUSE NUMBERED 2614, 1.2 METERS (4 FEET)
 MB1824'NORTHEAST FROM A POWERLINE POLE NUMBERED 4268, 1.1 METERS (3.5 FEET)
 MB1824'NORTHEAST FROM A WITNESS POST AND 6.1 METERS (20 FEET) SOUTHWEST FROM
 MB1824'THE CENTER OF CANFIELD AVENUE.
 MB1824
 MB1824                          STATION RECOVERY (2006)
 MB1824
 MB1824'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3237 ***********************************************************************
 JZ3237  DESIGNATION -  CARSON
 JZ3237  PID         -  JZ3237
 JZ3237  STATE/COUNTY-  OH/HAMILTON
 JZ3237  USGS QUAD   -  COVINGTON (1987)
 JZ3237
 JZ3237                         *CURRENT SURVEY CONTROL
 JZ3237  ___________________________________________________________________
 JZ3237* NAD 83(1995)-  39 06 47.15820(N)    084 35 09.92199(W)     ADJUSTED  
 JZ3237* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 JZ3237  ___________________________________________________________________
 JZ3237  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JZ3237  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3237
 JZ3237  HORZ ORDER  -  SECOND
 JZ3237
 JZ3237.The horizontal coordinates were established by classical geodetic methods
 JZ3237.and adjusted by the National Geodetic Survey in April 1998..
 JZ3237
 JZ3237.The orthometric height was scaled from a topographic map.
 JZ3237
 JZ3237.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3237
 JZ3237.The geoid height was determined by GEOID03.
 JZ3237
 JZ3237;                    North         East     Units Scale Factor Converg.
 JZ3237;SPC OH S     -   125,652.554   419,603.218   MT  0.99994705   -1 19 25.2
 JZ3237;SPC KY1Z     - 1,309,159.534 1,600,675.983   MT  1.00013826   +0 42 52.5
 JZ3237;SPC KY1Z     - 4,295,134.24  5,251,551.12   sFT  1.00013826   +0 42 52.5
 JZ3237;SPC KY N     -   179,110.582   470,931.509   MT  1.00002554   -0 12 32.7
 JZ3237;SPC KY N     -   587,631.97  1,545,047.79   sFT  1.00002554   -0 12 32.7
 JZ3237;UTM  16      - 4,332,101.890   708,704.307   MT  1.00013636   +1 31 24.1
 JZ3237
 JZ3237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3237!SPC OH S     -   0.99996254  x   0.99994705  =   0.99990959
 JZ3237!SPC KY1Z     -   0.99996254  x   1.00013826  =   1.00010079
 JZ3237!SPC KY N     -   0.99996254  x   1.00002554  =   0.99998808
 JZ3237!UTM  16      -   0.99996254  x   1.00013636  =   1.00009889
 JZ3237
 JZ3237:                Primary Azimuth Mark                     Grid Az
 JZ3237:SPC OH S     -  ST LAWRENCE CATH CH STEEPLE              101 39 46.9
 JZ3237:SPC KY1Z     -  ST LAWRENCE CATH CH STEEPLE              099 37 29.2
 JZ3237:SPC KY N     -  ST LAWRENCE CATH CH STEEPLE              100 32 54.4
 JZ3237:UTM  16      -  ST LAWRENCE CATH CH STEEPLE              098 48 57.6
 JZ3237
 JZ3237|---------------------------------------------------------------------|
 JZ3237| PID    Reference Object                     Distance      Geod. Az  |
 JZ3237|                                                           dddmmss.s |
 JZ3237| JZ3234 ST LAWRENCE CATH CH STEEPLE         APPROX. 1.2 KM 1002021.7 |
 JZ3237| JZ3233 RADIO STA WCKY TRANSMITTER TWR      APPROX. 5.6 KM 1991614.1 |
 JZ3237| JZ3238 CARSON GROUND AZ MK                 232.744 METERS 26944     |
 JZ3237| JZ3236 CARSON GROUND                        46.867 METERS 34948     |
 JZ3237|---------------------------------------------------------------------|
 JZ3237
 JZ3237                          SUPERSEDED SURVEY CONTROL
 JZ3237
 JZ3237  NAD 83(1995)-  39 06 47.16416(N)    084 35 09.92921(W) AD(       ) 2
 JZ3237  NAD 83(1986)-  39 06 47.16214(N)    084 35 09.93256(W) AD(       ) 2
 JZ3237  NAD 27      -  39 06 46.94600(N)    084 35 10.13200(W) AD(       ) 2
 JZ3237
 JZ3237.Superseded values are not recommended for survey control.
 JZ3237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3237.See file dsdata.txt to determine how the superseded data were derived.
 JZ3237
 JZ3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0870432102(NAD 83)
 JZ3237_MARKER: DD = SURVEY DISK
 JZ3237_SETTING: 0 = UNSPECIFIED SETTING
 JZ3237_STAMPING: CARSON 1947
 JZ3237_MARK LOGO: CGS   
 JZ3237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3237
 JZ3237  HISTORY     - Date     Condition        Report By
 JZ3237  HISTORY     - 1947     MONUMENTED       CGS
 JZ3237
 JZ3237                          STATION DESCRIPTION
 JZ3237
 JZ3237'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3237'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE TOWER OF THE JOHN
 JZ3237'CARSON PUBLIC SCHOOL IN THE PRICE HILL DISTRICT OF CINCINNATI
 JZ3237'JUST SOUTH OF GLENWAY AVENUE, 2 FEET SOUTH OF THE NORTH PARAPET WALL
 JZ3237'AND 3 FEET WEST OF THE EAST PARAPET WALL. THE MARK IS SET
 JZ3237'IN A DRILL HOLE IN THE ROOF OF THE TOWER AND THE DISK IS STAMPED
 JZ3237'CARSON 1947.
 JZ3237'
 JZ3237'TRIANGULATION STATION CARSON GROUND IS LOCATED ON THE GROUNDS OF THE
 JZ3237'CARSON PUBLIC SCHOOL IN THE FRONT OF THE MAIN ENTRANCE TO THE
 JZ3237'BUILDING, 53 FEET EAST OF POWER POLE NO. 373, 39.4 FEET SOUTHWEST OF
 JZ3237'POWER POLE NO. 4255 AND 12 FEET SOUTHEAST OF THE SOUTH CURB OF
 JZ3237'GLENWAY AVENUE. THE MARK IS FLUSH WITH THE GROUND AND THE
 JZ3237'DISK IS STAMPED CARSON GROUND.
 JZ3237'
 JZ3237'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION IN THE
 JZ3237'SOUTHWEST ANGLE OF GLENWAY AVENUE AND KRIES AVENUE, 38.4 FEET WEST
 JZ3237'OF POWER POLE NO. 853627 RE, 18 FEET WEST OF THE CENTERLINE OF KRIES
 JZ3237'AVENUE AND 2.7 FEET SOUTH OF FIRE PLUG. THE MARK PROJECTS 2
 JZ3237'INCHES AND THE DISK IS STAMPED CARSON GROUND 1947.
 JZ3237'
 JZ3237'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 JZ3237'
 JZ3237'TO REACH THE STATION FROM THE INTERSECTION OF QUEBEC ROAD, WARSAW
 JZ3237'AVENUE AND GLENWAY AVENUE IN THE PRICE HILL DISTRICT OF
 JZ3237'CINCINNATI, GO WEST ON GLENWAY AVENUE FOR 0.5 MILE TO THE CARSON
 JZ3237'PUBLIC SCHOOL ON THE LEFT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3236 ***********************************************************************
 JZ3236  DESIGNATION -  CARSON GROUND
 JZ3236  PID         -  JZ3236
 JZ3236  STATE/COUNTY-  OH/HAMILTON
 JZ3236  USGS QUAD   -  COVINGTON (1987)
 JZ3236
 JZ3236                         *CURRENT SURVEY CONTROL
 JZ3236  ___________________________________________________________________
 JZ3236* NAD 83(1995)-  39 06 48.65393(N)    084 35 10.26749(W)     ADJUSTED  
 JZ3236* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 JZ3236  ___________________________________________________________________
 JZ3236  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JZ3236  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3236
 JZ3236  HORZ ORDER  -  SECOND
 JZ3236
 JZ3236.The horizontal coordinates were established by classical geodetic methods
 JZ3236.and adjusted by the National Geodetic Survey in April 1998..
 JZ3236
 JZ3236.The orthometric height was scaled from a topographic map.
 JZ3236
 JZ3236.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3236
 JZ3236.The geoid height was determined by GEOID03.
 JZ3236
 JZ3236;                    North         East     Units Scale Factor Converg.
 JZ3236;SPC OH S     -   125,698.856   419,595.986   MT  0.99994702   -1 19 25.4
 JZ3236;SPC KY1Z     - 1,309,205.559 1,600,667.106   MT  1.00013841   +0 42 52.3
 JZ3236;SPC KY1Z     - 4,295,285.24  5,251,522.00   sFT  1.00013841   +0 42 52.3
 JZ3236;SPC KY N     -   179,156.738   470,923.377   MT  1.00002562   -0 12 32.9
 JZ3236;SPC KY N     -   587,783.40  1,545,021.11   sFT  1.00002562   -0 12 32.9
 JZ3236;UTM  16      - 4,332,147.785   708,694.782   MT  1.00013631   +1 31 24.0
 JZ3236
 JZ3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3236!SPC OH S     -   0.99996285  x   0.99994702  =   0.99990987
 JZ3236!SPC KY1Z     -   0.99996285  x   1.00013841  =   1.00010126
 JZ3236!SPC KY N     -   0.99996285  x   1.00002562  =   0.99998847
 JZ3236!UTM  16      -   0.99996285  x   1.00013631  =   1.00009916
 JZ3236
 JZ3236                          SUPERSEDED SURVEY CONTROL
 JZ3236
 JZ3236  NAD 83(1995)-  39 06 48.65988(N)    084 35 10.27470(W) AD(       ) 2
 JZ3236  NAD 83(1986)-  39 06 48.65785(N)    084 35 10.27805(W) AD(       ) 2
 JZ3236  NAD 27      -  39 06 48.44200(N)    084 35 10.47700(W) AD(       ) 2
 JZ3236
 JZ3236.Superseded values are not recommended for survey control.
 JZ3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3236.See file dsdata.txt to determine how the superseded data were derived.
 JZ3236
 JZ3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0869532148(NAD 83)
 JZ3236_MARKER: DD = SURVEY DISK
 JZ3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3236_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3236_STAMPING: CARSON GROUND 1947
 JZ3236_MARK LOGO: CGS   
 JZ3236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3236+STABILITY: SURFACE MOTION
 JZ3236
 JZ3236  HISTORY     - Date     Condition        Report By
 JZ3236  HISTORY     - 1947     MONUMENTED       CGS
 JZ3236  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ3236  HISTORY     - 20060513 GOOD             GEOCAC
 JZ3236
 JZ3236                          STATION DESCRIPTION
 JZ3236
 JZ3236'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ3236'TRIANGULATION STATION CARSON GROUND IS LOCATED ON THE GROUNDS OF THE
 JZ3236'CARSON PUBLIC SCHOOL IN THE FRONT OF THE MAIN ENTRANCE TO THE
 JZ3236'BUILDING, 53 FEET EAST OF POWER POLE NO. 373, 39.4 FEET SOUTHWEST OF
 JZ3236'POWER POLE NO. 4255 AND 12 FEET SOUTHEAST OF THE SOUTH CURB OF
 JZ3236'GLENWAY AVENUE. THE MARK IS FLUSH WITH THE GROUND AND THE
 JZ3236'DISK IS STAMPED CARSON GROUND.
 JZ3236
 JZ3236                          STATION RECOVERY (2004)
 JZ3236
 JZ3236'RECOVERY NOTE BY GEOCACHING 2004
 JZ3236'MARK NOT FOUND.
 JZ3236
 JZ3236                          STATION RECOVERY (2006)
 JZ3236
 JZ3236'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ3236'ADD TO NOTES. DISK IS LOCATED AS DESCRIBED, AND APPROX. 1 FOOT LOWER
 JZ3236'THAN GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3238 ***********************************************************************
 JZ3238  DESIGNATION -  CARSON GROUND AZ MK
 JZ3238  PID         -  JZ3238
 JZ3238  STATE/COUNTY-  OH/HAMILTON
 JZ3238  USGS QUAD   -  COVINGTON (1987)
 JZ3238
 JZ3238                         *CURRENT SURVEY CONTROL
 JZ3238  ___________________________________________________________________
 JZ3238* NAD 83(1995)-  39 06 47.12216(N)    084 35 19.60965(W)     ADJUSTED  
 JZ3238* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 JZ3238  ___________________________________________________________________
 JZ3238  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 JZ3238  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ3238
 JZ3238  HORZ ORDER  -  SECOND
 JZ3238
 JZ3238.The horizontal coordinates were established by classical geodetic methods
 JZ3238.and adjusted by the National Geodetic Survey in April 1998..
 JZ3238
 JZ3238.The orthometric height was scaled from a topographic map.
 JZ3238
 JZ3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3238
 JZ3238.The geoid height was determined by GEOID03.
 JZ3238
 JZ3238;                    North         East     Units Scale Factor Converg.
 JZ3238;SPC OH S     -   125,656.822   419,370.525   MT  0.99994706   -1 19 31.3
 JZ3238;SPC KY1Z     - 1,309,155.522 1,600,443.241   MT  1.00013825   +0 42 46.6
 JZ3238;SPC KY1Z     - 4,295,121.08  5,250,787.53   sFT  1.00013825   +0 42 46.6
 JZ3238;SPC KY N     -   179,110.323   470,698.759   MT  1.00002554   -0 12 38.7
 JZ3238;SPC KY N     -   587,631.12  1,544,284.18   sFT  1.00002554   -0 12 38.7
 JZ3238;UTM  16      - 4,332,094.595   708,471.645   MT  1.00013516   +1 31 18.0
 JZ3238
 JZ3238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3238!SPC OH S     -   0.99996285  x   0.99994706  =   0.99990991
 JZ3238!SPC KY1Z     -   0.99996285  x   1.00013825  =   1.00010110
 JZ3238!SPC KY N     -   0.99996285  x   1.00002554  =   0.99998839
 JZ3238!UTM  16      -   0.99996285  x   1.00013516  =   1.00009801
 JZ3238
 JZ3238                          SUPERSEDED SURVEY CONTROL
 JZ3238
 JZ3238  NAD 83(1995)-  39 06 47.12811(N)    084 35 19.61688(W) AD(       ) 2
 JZ3238  NAD 83(1986)-  39 06 47.12610(N)    084 35 19.62016(W) AD(       ) 2
 JZ3238  NAD 27      -  39 06 46.91000(N)    084 35 19.81900(W) AD(       ) 2
 JZ3238
 JZ3238.Superseded values are not recommended for survey control.
 JZ3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3238.See file dsdata.txt to determine how the superseded data were derived.
 JZ3238
 JZ3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0847232095(NAD 83)
 JZ3238_MARKER: DD = SURVEY DISK
 JZ3238_SETTING: 0 = UNSPECIFIED SETTING
 JZ3238_STAMPING: CARSON GROUND 1947
 JZ3238_MARK LOGO: CGS   
 JZ3238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3238
 JZ3238  HISTORY     - Date     Condition        Report By
 JZ3238  HISTORY     - 1947     MONUMENTED       CGS
 JZ3238  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ3238
 JZ3238                          STATION DESCRIPTION
 JZ3238
 JZ3238'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ3238'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF THE STATION IN THE
 JZ3238'SOUTHWEST ANGLE OF GLENWAY AVENUE AND KRIES AVENUE, 38.4 FEET WEST
 JZ3238'OF POWER POLE NO. 853627 RE, 18 FEET WEST OF THE CENTERLINE OF KRIES
 JZ3238'AVENUE AND 2.7 FEET SOUTH OF FIRE PLUG. THE MARK PROJECTS 2
 JZ3238'INCHES AND THE DISK IS STAMPED CARSON GROUND 1947.
 JZ3238
 JZ3238                          STATION RECOVERY (2004)
 JZ3238
 JZ3238'RECOVERY NOTE BY GEOCACHING 2004
 JZ3238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1727 ***********************************************************************
 MC1727  DESIGNATION -  CARTER
 MC1727  PID         -  MC1727
 MC1727  STATE/COUNTY-  OH/LUCAS
 MC1727  USGS QUAD   -  RENO BEACH (1967)
 MC1727
 MC1727                         *CURRENT SURVEY CONTROL
 MC1727  ___________________________________________________________________
 MC1727* NAD 83(1995)-  41 40 29.84534(N)    083 20 30.77471(W)     ADJUSTED  
 MC1727* NAVD 88     -       175.2    (meters)     575.     (feet)  GPS OBS   
 MC1727  ___________________________________________________________________
 MC1727  X           -     553,193.652 (meters)                     COMP
 MC1727  Y           -  -4,739,005.990 (meters)                     COMP
 MC1727  Z           -   4,218,798.938 (meters)                     COMP
 MC1727  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 MC1727  ELLIP HEIGHT-         139.74  (meters)          (10/07/05) GPS OBS
 MC1727  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1727
 MC1727  HORZ ORDER  -  FIRST
 MC1727  ELLP ORDER  -  FOURTH    CLASS I
 MC1727
 MC1727.The horizontal coordinates were established by GPS observations
 MC1727.and adjusted by the National Geodetic Survey in April 1998..
 MC1727
 MC1727.The orthometric height was determined by GPS observations and a
 MC1727.high-resolution geoid model.
 MC1727
 MC1727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1727
 MC1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1727
 MC1727.The ellipsoidal height was determined by GPS observations
 MC1727.and is referenced to NAD 83.
 MC1727
 MC1727.The geoid height was determined by GEOID03.
 MC1727
 MC1727;                    North         East     Units Scale Factor Converg.
 MC1727;SPC OH N     -   223,357.167   529,897.029   MT  0.99999527   -0 33 11.1
 MC1727;UTM  17      - 4,616,337.820   305,060.641   MT  1.00006766   -1 33 27.4
 MC1727
 MC1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1727!SPC OH N     -   0.99997808  x   0.99999527  =   0.99997335
 MC1727!UTM  17      -   0.99997808  x   1.00006766  =   1.00004574
 MC1727
 MC1727                          SUPERSEDED SURVEY CONTROL
 MC1727
 MC1727  ELLIP H (04/01/98)  139.81   (m)                       GP(       ) 4 1
 MC1727  NAD 83(1995)-  41 40 29.84532(N)    083 20 30.77468(W) AD(       ) 1
 MC1727  NAD 83(1986)-  41 40 29.85913(N)    083 20 30.79193(W) AD(       ) 1
 MC1727
 MC1727.Superseded values are not recommended for survey control.
 MC1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1727.See file dsdata.txt to determine how the superseded data were derived.
 MC1727
 MC1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0506116338(NAD 83)
 MC1727_MARKER: DD = SURVEY DISK
 MC1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1727_SP_SET: CONCRETE POST
 MC1727_STAMPING: CARTER 1993
 MC1727_MARK LOGO: OH-095
 MC1727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1727+STABILITY: SURFACE MOTION
 MC1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1727+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1727
 MC1727  HISTORY     - Date     Condition        Report By
 MC1727  HISTORY     - 1993     MONUMENTED       OH-095
 MC1727
 MC1727                          STATION DESCRIPTION
 MC1727
 MC1727'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1727'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 1.5 MILES EAST OF
 MC1727'THE CITY OF OREGON.
 MC1727'TO REACH THE STATION FROM SAINT CHARLES HOSPITAL AT THE INTERSECTION
 MC1727'OF NAVARRE AVENUE (STATE ROUTE 2) AND WHEELING ROAD PROCEED EAST
 MC1727'ALONG NAVARRE AVENUE (STATE ROUTE 2) 7.0 MILES TO ITS INTERSECTION
 MC1727'WITH COUSINO ROAD.  TURN LEFT AND PROCEED NORTH ALONG COUSINO ROAD
 MC1727'2.5 MILES TO ITS INTERSECTION WITH CEDAR POINT ROAD.  TURN RIGHT AND
 MC1727'PROCEED EAST ALONG CEDAR POINT ROAD 0.5 MILES TO THE STATION ON THE
 MC1727'RIGHT NORTHWEST OF HOUSE NUMBER 8570.
 MC1727'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1727'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 MC1727'IS STAMPED --CARTER 1993--.
 MC1727'THE STATION IS 19.7 FEET SOUTHWEST FROM A BOLT IN THE CENTER OF CEDAR
 MC1727'POINT ROAD, 9.7 FEET SOUTHWEST FROM THE FACE OF A POWER POLE, 37.4
 MC1727'FEET NORTHWEST FROM A WITNESS MONUMENT, AND 36.3 FEET NORTHWEST FROM
 MC1727'A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2306 ***********************************************************************
 LA2306  DESIGNATION -  CARTHAGENA ST CHARLES SEM DOME
 LA2306  PID         -  LA2306
 LA2306  STATE/COUNTY-  OH/MERCER
 LA2306  USGS QUAD   -  MONTEZUMA (1982)
 LA2306
 LA2306                         *CURRENT SURVEY CONTROL
 LA2306  ___________________________________________________________________
 LA2306* NAD 83(1995)-  40 25 57.19275(N)    084 33 51.00895(W)     ADJUSTED  
 LA2306* NAVD 88     -                                                        
 LA2306  ___________________________________________________________________
 LA2306  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 LA2306  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LA2306
 LA2306  HORZ ORDER  -  THIRD
 LA2306
 LA2306.The horizontal coordinates were established by classical geodetic methods
 LA2306.and adjusted by the National Geodetic Survey in April 1998..
 LA2306
 LA2306
 LA2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2306
 LA2306.The geoid height was determined by GEOID03.
 LA2306
 LA2306;                    North         East     Units Scale Factor Converg.
 LA2306;SPC OH N     -    87,122.051   424,866.209   MT  1.00000015   -1 21 21.8
 LA2306;SPC OH S     -   272,067.281   424,847.020   MT  1.00010345   -1 18 35.1
 LA2306;UTM  16      - 4,478,617.551   706,613.909   MT  1.00012551   +1 34 49.2
 LA2306
 LA2306                          SUPERSEDED SURVEY CONTROL
 LA2306
 LA2306  NAD 83(1986)-  40 25 57.19747(N)    084 33 51.02395(W) AD(       ) 4
 LA2306  NAD 27      -  40 25 57.03200(N)    084 33 51.19100(W) AD(       ) 3
 LA2306
 LA2306.Superseded values are not recommended for survey control.
 LA2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2306.See file dsdata.txt to determine how the superseded data were derived.
 LA2306
 LA2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0661478618(NAD 83)
 LA2306_MARKER: 87 = DOME
 LA2306
 LA2306  HISTORY     - Date     Condition        Report By
 LA2306  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2306
 LA2306                          STATION DESCRIPTION
 LA2306
 LA2306'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2058 ***********************************************************************
 JX2058  DESIGNATION -  CASE
 JX2058  PID         -  JX2058
 JX2058  STATE/COUNTY-  OH/MONROE
 JX2058  USGS QUAD   -  CAMERON (1994)
 JX2058
 JX2058                         *CURRENT SURVEY CONTROL
 JX2058  ___________________________________________________________________
 JX2058* NAD 83(1995)-  39 47 23.02377(N)    080 53 20.40107(W)     ADJUSTED  
 JX2058* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 JX2058  ___________________________________________________________________
 JX2058  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 JX2058  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JX2058
 JX2058  HORZ ORDER  -  THIRD
 JX2058
 JX2058.The horizontal coordinates were established by classical geodetic methods
 JX2058.and adjusted by the National Geodetic Survey in April 1998..
 JX2058
 JX2058.The orthometric height was scaled from a topographic map.
 JX2058
 JX2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2058
 JX2058.The geoid height was determined by GEOID03.
 JX2058
 JX2058;                    North         East     Units Scale Factor Converg.
 JX2058;SPC OH S     -   199,917.372   737,977.796   MT  0.99996088   +1 01 20.0
 JX2058;UTM  17      - 4,404,425.491   509,503.901   MT  0.99960111   +0 04 15.7
 JX2058
 JX2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2058!SPC OH S     -   0.99994099  x   0.99996088  =   0.99990187
 JX2058!UTM  17      -   0.99994099  x   0.99960111  =   0.99954212
 JX2058
 JX2058|---------------------------------------------------------------------|
 JX2058| PID    Reference Object                     Distance      Geod. Az  |
 JX2058|                                                           dddmmss.s |
 JX2058| JX2062 38 KQH                               12.098 METERS 11705     |
 JX2058| JX2035 CHAPEL HILL                         APPROX. 8.5 KM 2265157.0 |
 JX2058| CX3385 CASE RM 2                             6.389 METERS 24417     |
 JX2058|---------------------------------------------------------------------|
 JX2058
 JX2058                          SUPERSEDED SURVEY CONTROL
 JX2058
 JX2058  NAD 83(1986)-  39 47 23.03100(N)    080 53 20.40864(W) AD(       ) 3
 JX2058  NAD 27      -  39 47 22.77110(N)    080 53 21.06520(W) AD(       ) 3
 JX2058
 JX2058.Superseded values are not recommended for survey control.
 JX2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2058.See file dsdata.txt to determine how the superseded data were derived.
 JX2058
 JX2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE0950404425(NAD 83)
 JX2058_MARKER: DS = TRIANGULATION STATION DISK
 JX2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2058
 JX2058  HISTORY     - Date     Condition        Report By
 JX2058  HISTORY     - 1963     MONUMENTED       CGS
 JX2058
 JX2058                          STATION DESCRIPTION
 JX2058
 JX2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2058'THE STATION IS LOCATED AT THE SITE OF THE BELL TELEPHONE COMPANYS KQH
 JX2058'38 RADIO TOWER ABOUT 1-1/2
 JX2058'MILES NORTHWEST OF CLARINGTON, 7 MILES SOUTHWEST OF POWHATAN POINT
 JX2058'AND ON THE PROPERTY OF THE BELL
 JX2058'TELEPHONE COMPANY.  IT IS 8 FEET SOUTHWEST OF THE SOUTHWEST
 JX2058'CORNER OF A CONCRETE BUILDING, 30 FEET NORTHWEST
 JX2058'OF THE SOUTHWEST LEG OF THE RADIO
 JX2058'TOWER AND 60 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED ROAD.
 JX2058'THE MONUMENT IS FLUSH AND THE DISK IS
 JX2058'STAMPED CASE 1963.
 JX2058'
 JX2058'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 556 IN CLARINGTON,
 JX2058'GO NORTHWEST ON HIGHWAY 556 FOR
 JX2058'2.05 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST ON A
 JX2058'GRAVELED ROAD FOR 0.15 MILE TO THE
 JX2058'STATION ON THE LEFT.
 JX2058'
 JX2058'KQH 38 (USGS) IS A U.S. GEOLOGICAL SURVEY
 JX2058'STATION MARK DISK
 JX2058'SET IN THE TOP OF A 8 BY 8 INCH CONCRETE POST.  IT IS SET IN THE
 JX2058'CENTER OF THE BASE OF THE RADIO TOWER,
 JX2058'15 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 JX2058'BLOCK BUILDING AND 22 FEET SOUTH OF THE NORTHEAST
 JX2058'CORNER OF THE BUILDING.  THE MONUMENT
 JX2058'PROJECTS 2 INCHES AND THE DISK IS STAMPED KQH 38 1957 1346.
 JX2058'
 JX2058'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET
 JX2058'IN THE TOP OF A 8 BY 8 INCH
 JX2058'CONCRETE POST.  IT IS 28 FEET WEST OF THE SOUTHWEST CORNER OF THE
 JX2058'CONCRETE BLOCK BUILDING, 42 FEET
 JX2058'NORTHWEST OF THE SOUTHWEST LEG OF THE RADIO TOWER AND 51 FEET
 JX2058'SOUTHEAST OF THE CENTERLINE OF THE
 JX2058'GRAVELED ROAD.  THE MONUMENT PROJECTS 2 INCHES AND
 JX2058'THE DISK IS STAMPED NO 2 1957 1347.
 JX2058'
 JX2058'NOTE- STATIONS SWITZER, GOODWIN OR CHAPEL HILL CAN BE USED AS AN
 JX2058'AZIMUTH.
 JX2058'
 JX2058'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2966 ***********************************************************************
 MB2966  CBN         -  This is a Cooperative Base Network Control Station.
 MB2966  PACS        -  This is a Primary Airport Control Station.
 MB2966  DESIGNATION -  CASEPORT
 MB2966  PID         -  MB2966
 MB2966  STATE/COUNTY-  OH/LAKE
 MB2966  USGS QUAD   -  PAINESVILLE (1994)
 MB2966
 MB2966                         *CURRENT SURVEY CONTROL
 MB2966  ___________________________________________________________________
 MB2966* NAD 83(1995)-  41 44 08.07453(N)    081 13 25.46592(W)     ADJUSTED  
 MB2966* NAVD 88     -       208.75   (meters)     684.9    (feet)  GPS OBS   
 MB2966  ___________________________________________________________________
 MB2966  X           -     727,290.388 (meters)                     COMP
 MB2966  Y           -  -4,710,920.419 (meters)                     COMP
 MB2966  Z           -   4,223,848.637 (meters)                     COMP
 MB2966  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 MB2966  ELLIP HEIGHT-         174.31  (meters)          (03/08/05) GPS OBS
 MB2966  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 MB2966
 MB2966  HORZ ORDER  -  B
 MB2966  ELLP ORDER  -  FOURTH    CLASS II
 MB2966
 MB2966.This mark is at Casement Airport (PVZ)
 MB2966
 MB2966.The horizontal coordinates were established by GPS observations
 MB2966.and adjusted by the National Geodetic Survey in August 1996..
 MB2966
 MB2966.The orthometric height was determined by GPS observations and a
 MB2966.high-resolution geoid model.
 MB2966
 MB2966.GPS derived orthometric heights for airport stations designated as
 MB2966.PACS or SACS are published to 2 decimal places.  This maintains
 MB2966.centimeter relative accuracy between the PACS and SACS.  It does
 MB2966.not indicate centimeter accuracy relative to other marks which are
 MB2966.part of the NAVD 88 network.
 MB2966
 MB2966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB2966
 MB2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2966
 MB2966.The ellipsoidal height was determined by GPS observations
 MB2966.and is referenced to NAD 83.
 MB2966
 MB2966.The geoid height was determined by GEOID03.
 MB2966
 MB2966;                    North         East     Units Scale Factor Converg.
 MB2966;SPC OH N     -   230,528.503   706,172.656   MT  1.00000705   +0 50 18.4
 MB2966;UTM  17      - 4,620,442.422   481,393.821   MT  0.99960426   -0 08 56.2
 MB2966
 MB2966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2966!SPC OH N     -   0.99997266  x   1.00000705  =   0.99997971
 MB2966!UTM  17      -   0.99997266  x   0.99960426  =   0.99957693
 MB2966
 MB2966:                Primary Azimuth Mark                     Grid Az
 MB2966:SPC OH N     -  CASEPORT AZ MK                           123 46 20.9
 MB2966:UTM  17      -  CASEPORT AZ MK                           124 45 35.5
 MB2966
 MB2966|---------------------------------------------------------------------|
 MB2966| PID    Reference Object                     Distance      Geod. Az  |
 MB2966|                                                           dddmmss.s |
 MB2966| MB2969 CASEPORT AZ MK                      APPROX. 0.5 KM 1243639.3 |
 MB2966|---------------------------------------------------------------------|
 MB2966
 MB2966                          SUPERSEDED SURVEY CONTROL
 MB2966
 MB2966  ELLIP H (08/20/96)  174.30   (m)                       GP(       ) 4 2
 MB2966  NAD 83(1986)-  41 44 08.08287(N)    081 13 25.47822(W) AD(       ) 3
 MB2966  NAD 27      -  41 44 07.89037(N)    081 13 26.06928(W) AD(       ) 3
 MB2966  NGVD 29 (02/23/89)  208.9    (m)          685.     (f) GPS OBS        
 MB2966
 MB2966.Superseded values are not recommended for survey control.
 MB2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2966.See file dsdata.txt to determine how the superseded data were derived.
 MB2966
 MB2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8139420442(NAD 83)
 MB2966_MARKER: DH = HORIZONTAL CONTROL DISK
 MB2966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2966_SP_SET: CONCRETE POST
 MB2966_STAMPING: CASEMENT 1986
 MB2966_MARK LOGO: NGS   
 MB2966_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB2966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2966+STABILITY: SURFACE MOTION
 MB2966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2966+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1995
 MB2966
 MB2966  HISTORY     - Date     Condition        Report By
 MB2966  HISTORY     - 1986     MONUMENTED       NGS
 MB2966  HISTORY     - 19871022 GOOD
 MB2966  HISTORY     - 19950814 GOOD             NGS
 MB2966
 MB2966                          STATION DESCRIPTION
 MB2966
 MB2966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MB2966'THE STATION IS LOCATED AT THE CASEMENT AIRPORT WHICH IS ABOUT 4 MILES
 MB2966'SOUTHWEST OF PERRY AND 2 MILES EAST OF PAINESVILLE.  OWNERSHIP R.W.
 MB2966'SIDLEY COMPANY C/O TOM NIZON PILOT, 436 CASEMENT AVENUE, PAINESVILLE
 MB2966'OHIO 44077 PHONE 216-352-9340.
 MB2966'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 535
 MB2966'ABOUT 2 MILES NORTHEAST OF PAINESVILLE.  GO SOUTHWEST ON STATE HIGH-
 MB2966'WAY 535 FOR 1.0 MILE TO A CROSSROAD (ERIE STREET EXTENSION).  CONTINUE
 MB2966'AHEAD FOR 0.35 MILES TO CASEMENT ROAD ON THE LEFT.  TURN LEFT AND GO
 MB2966'FOR 0.15 MILES TO THE TAXIWAY.  TURN RIGHT ON THE TAXIWAY FOR 0.1
 MB2966'MILE TO THE STATION ON THE LEFT AT THE TAXIWAY/RUNWAY JUNCTION.
 MB2966'TO REACH THE AZIMUTH MARK CONTINUE SOUTHEAST ALONG THE SOUTHEAST
 MB2966'SIDE OF RUNWAY FOR 0.35 MILE TO
 MB2966'THE AZIMUTH MARK ON THE RIGHT AT THE T-JUNCTION IN THE FENCE LINE.
 MB2966'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED --CASEMENT
 MB2966'1986---. THE SURFACE DISK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE
 MB2966'POST FLUSH WITH THE GROUND.  IT IS 21.0 METERS SOUTHWEST FROM THE
 MB2966'RUNWAY CENTERLINE, 17.1 METERS NORTHWEST FROM THE TAXIWAY/RUNWAY
 MB2966'JUNCTION, 10.5 METERS NORTHEAST FROM THE TAXIWAY CENTERLINE AND 9.3
 MB2966'METERS NORTHWEST FROM A TAXIWAY LIGHT.  THE SUBSURFACE MARK IS SET
 MB2966'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 1.2 METERS BELOW
 MB2966'GROUND.
 MB2966'DESCRIBED BY B.L. LAMBERT.  TYPED BY JAMES MALONEY 9/04/87.
 MB2966
 MB2966                          STATION RECOVERY (1987)
 MB2966
 MB2966'RECOVERED 1987
 MB2966'RECOVERED IN GOOD CONDITION.
 MB2966
 MB2966                          STATION RECOVERY (1995)
 MB2966
 MB2966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MB2966'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF PAINESVILLE, AT
 MB2966'THE CASEMENT AIRPORT.  NEAR THE NORTHWEST END OF THE RUNWAY, NEAR THE
 MB2966'EAST END OF A GRASS TRIANGLE, ALONG THE SOUTHWEST SIDE OF THE RUNWAY.
 MB2966'OWNERSHIP--R W SIDLEY COMPANY, C/O TOM NIZON PILOT, P O BOX 150
 MB2966'PAINESVILLE, OHIO, 44077.  PHONE 216-352-9340.  NOTE--THIS STATION WAS
 MB2966'SELECTED AS A PACS.  THE DESIGNATION WAS CHANGED FROM CASEMENT TO
 MB2966'CASEPORT, TO COINCIDE WITH THE STAMPING.  TO REACH THE STATION FROM
 MB2966'THE TEE JUNCTION OF US HIGHWAY 20 AND STATE HIGHWAY 535 ABOUT 3.2 KM
 MB2966'(2.00 MI) NORTHEAST OF PAINESVILLE, GO WEST-SOUTHWEST 1.68 KM (1.05
 MB2966'MI) ON HIGHWAY 20 TO A ROAD LEFT, CASEMENT AVENUE. TURN LEFT, SOUTH,
 MB2966'0.32 KM (0.20 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 MB2966'LEFT, EAST, 0.37 KM (0.20 MI) PAST HANGARS TO A TAXI.  TURN LEFT,
 MB2966'NORTH, 0.16 KM (0.10 MI) TO A TAXI.  TURN RIGHT, EAST, 0.08 KM (0.05
 MB2966'MI) TO THE RUNWAY JUNCTION AND THE STATION ON THE LEFT.  STATION IS
 MB2966'18.8 M (61.7 FT) SOUTHEAST OF A RUNWAY LIGHT, 17.2 M (56.4 FT)
 MB2966'SOUTHWEST OF THE RUNWAY CENTERLINE, 10.5 M (34.4 FT) NORTH OF A TAXI
 MB2966'CENTER, 9.3 M (30.5 FT) NORTHWEST OF A TAXI LIGHT, 0.3 M (1.0 FT)
 MB2966'SOUTH OF A WITNESS POST, AND THE MONUMENT IS LEVEL WITH THE RUNWAY AND
 MB2966'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2969 ***********************************************************************
 MB2969  DESIGNATION -  CASEPORT AZ MK
 MB2969  PID         -  MB2969
 MB2969  STATE/COUNTY-  OH/LAKE
 MB2969  USGS QUAD   -  PAINESVILLE (1994)
 MB2969
 MB2969                         *CURRENT SURVEY CONTROL
 MB2969  ___________________________________________________________________
 MB2969* NAD 83(1995)-  41 43 58.03896(N)    081 13 06.05381(W)     ADJUSTED  
 MB2969* NAVD 88     -       209.8    (meters)     688.     (feet)  VERTCON   
 MB2969  ___________________________________________________________________
 MB2969  X           -     727,765.343 (meters)                     COMP
 MB2969  Y           -  -4,711,056.517 (meters)                     COMP
 MB2969  Z           -   4,223,618.365 (meters)                     COMP
 MB2969  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 MB2969  ELLIP HEIGHT-         175.49  (meters)          (04/01/98) GPS OBS
 MB2969  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 MB2969
 MB2969  HORZ ORDER  -  THIRD
 MB2969  ELLP ORDER  -  FOURTH    CLASS I
 MB2969
 MB2969.This mark is at Casement Airport (PVZ)
 MB2969
 MB2969.The horizontal coordinates were established by GPS observations
 MB2969.and adjusted by the National Geodetic Survey in April 1998..
 MB2969
 MB2969.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2969
 MB2969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB2969
 MB2969.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2969
 MB2969.The ellipsoidal height was determined by GPS observations
 MB2969.and is referenced to NAD 83.
 MB2969
 MB2969.The geoid height was determined by GEOID03.
 MB2969
 MB2969;                    North         East     Units Scale Factor Converg.
 MB2969;SPC OH N     -   230,225.493   706,625.758   MT  1.00000649   +0 50 31.1
 MB2969;UTM  17      - 4,620,131.774   481,841.454   MT  0.99960406   -0 08 43.2
 MB2969
 MB2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2969!SPC OH N     -   0.99997248  x   1.00000649  =   0.99997897
 MB2969!UTM  17      -   0.99997248  x   0.99960406  =   0.99957655
 MB2969
 MB2969:                Primary Azimuth Mark                     Grid Az
 MB2969:SPC OH N     -  CASEPORT                                 303 46 21.1
 MB2969:UTM  17      -  CASEPORT                                 304 45 35.4
 MB2969
 MB2969|---------------------------------------------------------------------|
 MB2969| PID    Reference Object                     Distance      Geod. Az  |
 MB2969|                                                           dddmmss.s |
 MB2969| MB2966 CASEPORT                            APPROX. 0.5 KM 3043652.2 |
 MB2969|---------------------------------------------------------------------|
 MB2969
 MB2969                          SUPERSEDED SURVEY CONTROL
 MB2969
 MB2969  NAD 83(1986)-  41 43 58.04734(N)    081 13 06.06596(W) AD(       ) 3
 MB2969  NAD 27      -  41 43 57.85468(N)    081 13 06.65780(W) AD(       ) 3
 MB2969  NGVD 29 (02/23/89)  210.1    (m)          689.     (f) GPS OBS        
 MB2969
 MB2969.Superseded values are not recommended for survey control.
 MB2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2969.See file dsdata.txt to determine how the superseded data were derived.
 MB2969
 MB2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8184120132(NAD 83)
 MB2969_MARKER: DZ = AZIMUTH MARK DISK
 MB2969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2969_SP_SET: CONCRETE POST
 MB2969_STAMPING: CASEMENT 1986
 MB2969_MARK LOGO: NGS   
 MB2969_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB2969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2969+STABILITY: SURFACE MOTION
 MB2969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2969+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1987
 MB2969
 MB2969  HISTORY     - Date     Condition        Report By
 MB2969  HISTORY     - 1986     MONUMENTED       NGS
 MB2969  HISTORY     - 19871022 GOOD
 MB2969
 MB2969                          STATION DESCRIPTION
 MB2969
 MB2969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MB2969'THE STATION IS LOCATED AT THE CASEMENT AIRPORT WHICH IS ABOUT 4 MILES
 MB2969'SOUTHWEST OF PERRY AND 2 MILES EAST OF PAINESVILLE.  OWNERSHIP R.W.
 MB2969'SIDLEY COMPANY C/O TOM NIZON PILOT, 436 CASEMENT AVENUE, PAINESVILLE
 MB2969'OHIO 44077 PHONE 216-352-9340.
 MB2969'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 535
 MB2969'ABOUT 2 MILES NORTHEAST OF PAINESVILLE.  GO SOUTHWEST ON STATE HIGH-
 MB2969'WAY 535 FOR 1.0 MILE TO A CROSSROAD (ERIE STREET EXTENSION).  CONTINUE
 MB2969'AHEAD FOR 0.35 MILES TO CASEMENT ROAD ON THE LEFT.  TURN LEFT AND GO
 MB2969'FOR 0.15 MILES TO THE TAXIWAY.  TURN RIGHT ON THE TAXIWAY FOR 0.1
 MB2969'MILE TO THE STATION ON THE LEFT AT THE TAXIWAY/RUNWAY JUNCTION.
 MB2969'TO REACH THE AZIMUTH MARK CONTINUE SOUTHEAST ALONG THE SOUTHEAST
 MB2969'SIDE OF RUNWAY FOR 0.35 MILE TO
 MB2969'THE AZIMUTH MARK ON THE RIGHT AT THE T-JUNCTION IN THE FENCE LINE.
 MB2969'THE AZIMUTH MARK IS A STANDARD NGS AZIMUTH DISK STAMPED --- CASEMENT
 MB2969'1986--- SET IN THE TOP OF A 25 CM ROUND CONCRETE POST FLUSH WITH THE
 MB2969'GROUND.  IT IS 29.6 METERS SOUTHWEST FROM THE SOUTHWEST EDGE OF RUN-
 MB2969'WAY, 28.8 METERS SOUTH-SOUTHWEST FROM A RUNWAY LIGHT, 1.1 METERS
 MB2969'NORTHEAST THE T-JUNCTION IN FENCE LINE AND 0.8 METERS NORTHEAST FROM
 MB2969'THE FIBERGLASS WITNESS POST.  NO UNDERGROUND MAKE WAS SET DUE TO
 MB2969'WATER IN THE HOLE.
 MB2969'DESCRIBED BY B. L. LAMBERT.  TYPED BY JAMES MALONEY 9/04/87.
 MB2969
 MB2969                          STATION RECOVERY (1987)
 MB2969
 MB2969'RECOVERED 1987
 MB2969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2420 ***********************************************************************
 MB2420  DESIGNATION -  CASH
 MB2420  PID         -  MB2420
 MB2420  STATE/COUNTY-  OH/PORTAGE
 MB2420  USGS QUAD   -  ATWATER (1994)
 MB2420
 MB2420                         *CURRENT SURVEY CONTROL
 MB2420  ___________________________________________________________________
 MB2420* NAD 83(1995)-  41 00 28.23369(N)    081 08 18.04110(W)     ADJUSTED  
 MB2420* NAVD 88     -       358.5    (meters)    1176.     (feet)  VERTCON   
 MB2420  ___________________________________________________________________
 MB2420  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 MB2420  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB2420
 MB2420  HORZ ORDER  -  FIRST
 MB2420
 MB2420.The horizontal coordinates were established by classical geodetic methods
 MB2420.and adjusted by the National Geodetic Survey in April 1998..
 MB2420
 MB2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2420
 MB2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2420
 MB2420.The geoid height was determined by GEOID03.
 MB2420
 MB2420;                    North         East     Units Scale Factor Converg.
 MB2420;SPC OH N     -   149,826.138   714,537.973   MT  0.99993968   +0 53 40.3
 MB2420;UTM  17      - 4,539,636.891   488,366.372   MT  0.99960167   -0 05 26.8
 MB2420
 MB2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2420!SPC OH N     -   0.99994902  x   0.99993968  =   0.99988871
 MB2420!UTM  17      -   0.99994902  x   0.99960167  =   0.99955071
 MB2420
 MB2420|---------------------------------------------------------------------|
 MB2420| PID    Reference Object                     Distance      Geod. Az  |
 MB2420|                                                           dddmmss.s |
 MB2420| CC9771 CASH RM 1                            33.662 METERS 06603     |
 MB2420| KY1342 BENTON                              APPROX. 9.9 KM 1061050.7 |
 MB2420| KY3302 ALLIANCE ARMOUR CO WATER TANK       APPROX. 8.1 KM 1491831.3 |
 MB2420| KY3312 ALLIANCE OHIO EDISON CO MICROWAVE M APPROX.10.9 KM 1514931.6 |
 MB2420| KY3300 MOUNT UNION STANDPIPE               APPROX.12.4 KM 1675605.5 |
 MB2420| CC9772 CASH RM 2                            24.765 METERS 17321     |
 MB2420| KY3331 ALLIANCE ROSEMONT ST MUN SPIPE      APPROX.12.0 KM 1765432.6 |
 MB2420| MB2427 ATWATER CONG CH CUPOLA              APPROX. 1.8 KM 3315718.0 |
 MB2420| MB2425 EDINBURG OHIO BELL MICROWAVE        APPROX. 8.8 KM 3562002.4 |
 MB2420|---------------------------------------------------------------------|
 MB2420
 MB2420                          SUPERSEDED SURVEY CONTROL
 MB2420
 MB2420  NAD 83(1986)-  41 00 28.23912(N)    081 08 18.04420(W) AD(       ) 1
 MB2420  NAD 27      -  41 00 28.03128(N)    081 08 18.69225(W) AD(       ) 1
 MB2420  NGVD 29 (07/19/86)  358.7    (m)         1177.     (f) VERT ANG       
 MB2420
 MB2420.Superseded values are not recommended for survey control.
 MB2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2420.See file dsdata.txt to determine how the superseded data were derived.
 MB2420
 MB2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8836639637(NAD 83)
 MB2420_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2420_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2420
 MB2420  HISTORY     - Date     Condition        Report By
 MB2420  HISTORY     - 1977     MONUMENTED       NGS
 MB2420
 MB2420                          STATION DESCRIPTION
 MB2420
 MB2420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2420'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH-NORTHWEST OF
 MB2420'ALLIANCE, 5 MILES WEST-SOUTHWEST OF DEERFIELD, 2 MILES
 MB2420'SOUTHEAST OF ATWATER AND ON PROPERTY OWNED BY MR. JAMES CASH
 MB2420'JR., 7117 VIRGINIA, ATWATER, OHIO 44201, PHONE NO. 947-2711.
 MB2420'
 MB2420'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND
 MB2420'STATE HIGHWAY 183 IN ATWATER, GO SOUTH ON STATE HIGHWAY 183
 MB2420'FOR 1.3 MILES TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO
 MB2420'EAST ON VIRGINIA ROAD FOR 0.6 MILE TO A GRAVELED DRIVEWAY ON
 MB2420'THE LEFT.  TURN LEFT AND GO NORTH ON THE DRIVEWAY FOR 0.1 MILE
 MB2420'TO MR. CASH HOUSE ON THE RIGHT.  TURN LEFT AND GO ABOUT 200
 MB2420'FEET, PASSING A BARN ON THE RIGHT TO THE EDGE OF A CULTIVATED
 MB2420'FIELD.  CONTINUE AHEAD NORTHWEST ACROSS THE FIELD FOR 0.15
 MB2420'MILE TO THE HIGHEST POINT AND THE STATION IN THE NORTHWEST
 MB2420'CORNER OF THE CULTIVATED FIELD.
 MB2420'
 MB2420'STATION MARKS, STAMPED---CASH 1977---, ARE STANDARD DISKS.
 MB2420'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2420'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND
 MB2420'SURFACE.  IT IS 53 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 34.5
 MB2420'FEET SOUTH-SOUTHEAST OF A 40-INCH TREE, 23 FEET EAST-NORTHEAST
 MB2420'OF A 12-INCH TREE AND 12 FEET WEST OF THE WEST EDGE OF
 MB2420'CULTIVATED FIELD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MB2420'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 MB2420'
 MB2420'REFERENCE MARK 1, STAMPED---CASH NO 1 1977---, IS A STANDARD
 MB2420'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MB2420'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 13 FEET SOUTHWEST
 MB2420'OF AN APPLE TREE, 6 FEET NORTH OF THE NORTH EDGE OF THE
 MB2420'CULTIVATED FIELD AND 1 FOOT SOUTH OF A FENCE.
 MB2420'
 MB2420'REFERENCE MARK 2, STAMPED---CASH NO 2 1977---, IS A STANDARD
 MB2420'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MB2420'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 8 FEET EAST OF A
 MB2420'WOODS LINE AND 1 FOOT WEST OF THE WEST EDGE OF THE CULTIVATED
 MB2420'FIELD.
 MB2420'
 MB2420'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 MB2420'IRON RODS WERE SET IN ALL MARKS.
 MB2420'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 34.5 METERS.
 MB2420'
 MB2420'DESCRIBED BY J.E.DUNFORD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1210 ***********************************************************************
 MC1210  DESIGNATION -  CASTALIA
 MC1210  PID         -  MC1210
 MC1210  STATE/COUNTY-  OH/SANDUSKY
 MC1210  USGS QUAD   -  CASTALIA (1969)
 MC1210
 MC1210                         *CURRENT SURVEY CONTROL
 MC1210  ___________________________________________________________________
 MC1210* NAD 83(1995)-  41 25 41.58774(N)    082 51 21.53570(W)     ADJUSTED  
 MC1210* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 MC1210  ___________________________________________________________________
 MC1210  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 MC1210  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC1210
 MC1210  HORZ ORDER  -  THIRD
 MC1210
 MC1210.The horizontal coordinates were established by classical geodetic methods
 MC1210.and adjusted by the National Geodetic Survey in April 1998..
 MC1210
 MC1210.The orthometric height was scaled from a topographic map.
 MC1210
 MC1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1210
 MC1210.The geoid height was determined by GEOID03.
 MC1210
 MC1210;                    North         East     Units Scale Factor Converg.
 MC1210;SPC OH N     -   195,676.330   570,245.363   MT  0.99995890   -0 14 01.9
 MC1210;UTM  17      - 4,587,957.474   344,920.234   MT  0.99989597   -1 13 41.9
 MC1210
 MC1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1210!SPC OH N     -   0.99997767  x   0.99995890  =   0.99993657
 MC1210!UTM  17      -   0.99997767  x   0.99989597  =   0.99987364
 MC1210
 MC1210|---------------------------------------------------------------------|
 MC1210| PID    Reference Object                     Distance      Geod. Az  |
 MC1210|                                                           dddmmss.s |
 MC1210| CE5857 CASTALIA RM 1                        41.070 METERS 07957     |
 MC1210| CE5858 CASTALIA RM 2                        44.706 METERS 18201     |
 MC1210| CE5856 CASTALIA AZ MK                                     2494600.8 |
 MC1210|---------------------------------------------------------------------|
 MC1210
 MC1210                          SUPERSEDED SURVEY CONTROL
 MC1210
 MC1210  NAD 83(1995)-  41 25 41.58929(N)    082 51 21.53905(W) AD(       ) 3
 MC1210  NAD 83(1986)-  41 25 41.59336(N)    082 51 21.55234(W) AD(       ) 3
 MC1210  NAD 27      -  41 25 41.40549(N)    082 51 21.87157(W) AD(       ) 3
 MC1210
 MC1210.Superseded values are not recommended for survey control.
 MC1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1210.See file dsdata.txt to determine how the superseded data were derived.
 MC1210
 MC1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4492087957(NAD 83)
 MC1210_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1210
 MC1210  HISTORY     - Date     Condition        Report By
 MC1210  HISTORY     - 1956     MONUMENTED       CGS
 MC1210  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1210
 MC1210                          STATION DESCRIPTION
 MC1210
 MC1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1210'THE STATION IS LOCATED ALONG U.S. HIGHWAY 6, ABOUT 8 MILES WEST
 MC1210'SOUTHWEST OF SANDUSKY AND
 MC1210'3-1/2 MILES NORTHWEST OF CASTALIA.  IT IS 41 FEET SOUTH OF THE
 MC1210'APPROXIMATE CENTER LINE OF U.S.
 MC1210'HIGHWAY 6, 35 FEET NORTHWEST OF THE NORTHWEST CORNER OF BARN AND
 MC1210'16 FEET SOUTHEAST OF FENCE CORNER.
 MC1210'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 MC1210'AND THE DISK IS STAMPED CASTALIA 1956.
 MC1210'
 MC1210'REFERENCE MARK NO. 1 IS 68 FEET SOUTH OF THE APPROXIMATE CENTER LINE
 MC1210'OF U.S. HIGHWAY 6, 61 FEET
 MC1210'NORTHEAST OF THE NORTHEAST CORNER OF BARN AND 2 FEET SOUTHWEST OF THE
 MC1210'SOUTHWEST CORNER OF GRANARY.
 MC1210'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 MC1210'DISK IS STAMPED CASTALIA NO 1 1956.
 MC1210'
 MC1210'REFERENCE MARK NO. 2 IS 102 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MC1210'BARN, 12 FEET WEST OF GATE
 MC1210'AND 1 FOOT NORTH OF FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES
 MC1210'AND THE DISK IS STAMPED CASTALIA NO
 MC1210'2 1956.
 MC1210'
 MC1210'AZIMUTH MARK IS 28 FEET NORTH OF THE APPROXIMATE CENTER LINE OF U.S.
 MC1210'HIGHWAY 6, 5 FEET EAST OF A
 MC1210'POWER LINE POLE AND 2 FEET EAST OF WITNESS POST.  THE MARK PROJECTS
 MC1210'ABOUT 4 INCHES AND THE DISK IS
 MC1210'STAMPED CASTALIA 1956.
 MC1210'
 MC1210'TO REACH FROM NORTHEAST CORNER OF THE COURT HOUSE IN SANDUSKY, GO
 MC1210'SOUTHWEST ON COMBINED
 MC1210'ROUTES 1.S. HIGHWAY 6 AND STATE HIGHWAY 2, 12 AND 101 AND 1.5 MILES
 MC1210'TO JUNCTION WHERE STATE
 MC1210'HIGHWAYS 12 AND 101 GOES STRAIGHT AHEAD, TURN RIGHT ON U.S. HIGHWAY
 MC1210'6 AND STATE HIGHWAY 2 AND GO WESTERLY
 MC1210'FOR 1.75 MILES TO JUNCTION OF U.S. HIGHWAY 6
 MC1210'AND STATE HIGHWAY 2, TURN LEFT ON U.S. HIGHWAY 6 FOR 3.9
 MC1210'MILES TO ERIE-SANDUSKY CO. LINE,
 MC1210'CONTINUE FOR 0.4 MILE TO FARM YARD AND STATION ON THE LEFT.  TO REACH
 MC1210'AZIMUTH MARK CONTINUE WESTERLY
 MC1210'ON U.S. HIGHWAY 6 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 MC1210'
 MC1210'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 MC1210
 MC1210                          STATION RECOVERY (1971)
 MC1210
 MC1210'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 MC1210'CASTALIA 1956 GOOD - PAINTED POST AND PUT
 MC1210'SIGN ON CASTALIA NO. 1
 MC1210'- 1956 GOOD - INSTALLED STEEL WITNESS POST
 MC1210'CASTALIA NO. 2 - 1956 GOOD -
 MC1210'INSTALLED STEEL WITNESS POST
 MC1210'AZIMUTH CASTALIA 1956 GOOD - PAINTED WOOD POST
 MC1210'AND PUT SIGN ON.
 MC1210'
 MC1210'DESCRIPTION IS ACURATE.
 MC1210'
 MC1210'DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.5 MILES NW OF CASTALIA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1212 ***********************************************************************
 MC1212  DESIGNATION -  CASTALIA OH DIV WILD LIFE MAST
 MC1212  PID         -  MC1212
 MC1212  STATE/COUNTY-  OH/ERIE
 MC1212  USGS QUAD   -  CASTALIA (1969)
 MC1212
 MC1212                         *CURRENT SURVEY CONTROL
 MC1212  ___________________________________________________________________
 MC1212* NAD 83(1995)-  41 24 11.19362(N)    082 49 04.54378(W)     ADJUSTED  
 MC1212* NAVD 88     -                                                        
 MC1212  ___________________________________________________________________
 MC1212  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 MC1212  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC1212
 MC1212  HORZ ORDER  -  THIRD
 MC1212
 MC1212.The horizontal coordinates were established by classical geodetic methods
 MC1212.and adjusted by the National Geodetic Survey in April 1998..
 MC1212
 MC1212
 MC1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1212
 MC1212.The geoid height was determined by GEOID03.
 MC1212
 MC1212;                    North         East     Units Scale Factor Converg.
 MC1212;SPC OH N     -   192,875.471   573,415.855   MT  0.99995624   -0 12 31.9
 MC1212;UTM  17      - 4,585,102.225   348,041.447   MT  0.99988418   -1 12 09.1
 MC1212
 MC1212                          SUPERSEDED SURVEY CONTROL
 MC1212
 MC1212  NAD 83(1995)-  41 24 11.19762(N)    082 49 04.55038(W) AD(       ) 4
 MC1212  NAD 83(1986)-  41 24 11.19991(N)    082 49 04.56005(W) AD(       ) 4
 MC1212  NAD 27      -  41 24 11.00944(N)    082 49 04.88409(W) AD(       ) 3
 MC1212
 MC1212.Superseded values are not recommended for survey control.
 MC1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1212.See file dsdata.txt to determine how the superseded data were derived.
 MC1212
 MC1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4804185102(NAD 83)
 MC1212
 MC1212  HISTORY     - Date     Condition        Report By
 MC1212  HISTORY     - 1956     MONUMENTED       CGS
 MC1212
 MC1212                          STATION DESCRIPTION
 MC1212
 MC1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1212'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF THE SMALL
 MC1212'SETTLEMENT OF
 MC1212'CASTALIA.  IT IS PAINTED ALTERNATE RED AND WHITE AND IS 350 FEET
 MC1212'HIGH.  THE POINT INTERSECTED WAS
 MC1212'THE TOP OF MAST.
 MC1212'
 MC1212'TO REACH THE STATION FROM THE POST OFFICE IN CASTALIA, GO NORTH ON
 MC1212'STATE HIGHWAY 269 FOR 0.4 MILE TO
 MC1212'THE INTERSECTION OF CEMENT STREET.  TURN LEFT AND GO WEST ON CEMENT
 MC1212'STREET FOR 0.4 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1226 ***********************************************************************
 MC1226  DESIGNATION -  CASTALIA OH TPIKE MAINT MAST
 MC1226  PID         -  MC1226
 MC1226  STATE/COUNTY-  OH/ERIE
 MC1226  USGS QUAD   -  BELLEVUE (1979)
 MC1226
 MC1226                         *CURRENT SURVEY CONTROL
 MC1226  ___________________________________________________________________
 MC1226* NAD 83(1995)-  41 20 59.28992(N)    082 49 56.16091(W)     ADJUSTED  
 MC1226* NAVD 88     -                                                        
 MC1226  ___________________________________________________________________
 MC1226  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 MC1226  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1226
 MC1226  HORZ ORDER  -  THIRD
 MC1226
 MC1226.The horizontal coordinates were established by classical geodetic methods
 MC1226.and adjusted by the National Geodetic Survey in April 1998..
 MC1226
 MC1226
 MC1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1226
 MC1226.The geoid height was determined by GEOID03.
 MC1226
 MC1226;                    North         East     Units Scale Factor Converg.
 MC1226;SPC OH N     -   186,959.965   572,194.404   MT  0.99995123   -0 13 05.8
 MC1226;UTM  17      - 4,579,209.171   346,717.745   MT  0.99988916   -1 12 38.6
 MC1226
 MC1226                          SUPERSEDED SURVEY CONTROL
 MC1226
 MC1226  NAD 83(1995)-  41 20 59.29549(N)    082 49 56.16883(W) AD(       ) 4
 MC1226  NAD 83(1986)-  41 20 59.29625(N)    082 49 56.17623(W) AD(       ) 4
 MC1226  NAD 27      -  41 20 59.10377(N)    082 49 56.49895(W) AD(       ) 3
 MC1226
 MC1226.Superseded values are not recommended for survey control.
 MC1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1226.See file dsdata.txt to determine how the superseded data were derived.
 MC1226
 MC1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4671879209(NAD 83)
 MC1226
 MC1226  HISTORY     - Date     Condition        Report By
 MC1226  HISTORY     - 1956     MONUMENTED       CGS
 MC1226
 MC1226                          STATION DESCRIPTION
 MC1226
 MC1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1226'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF CASTALIA.  IT
 MC1226'IS A STEEL
 MC1226'STRUCTURE PAINTED ALTERNATE RED AND WHITE AND IS APPROXIMATELY 140
 MC1226'FEET HIGH.
 MC1226'
 MC1226'TO REACH THE STATION FROM THE POST OFFICE IN CASTALIA GO SOUTHERLY ON
 MC1226'STATE HIGHWAY 101, 12 AND 269
 MC1226'FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 101 AND 12.  CONTINUE
 MC1226'SOUTH ON STATE HIGHWAY 269 FOR
 MC1226'2.25 MILES TO STATION ON RIGHT.
 MC1226'
 MC1226'THE POINT INTERSECTED WAS THE LIGHT ON TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1820 ***********************************************************************
 KZ1820  DESIGNATION -  CASTLE
 KZ1820  PID         -  KZ1820
 KZ1820  STATE/COUNTY-  OH/COSHOCTON
 KZ1820  USGS QUAD   -  WALHONDING (1987)
 KZ1820
 KZ1820                         *CURRENT SURVEY CONTROL
 KZ1820  ___________________________________________________________________
 KZ1820* NAD 83(1995)-  40 20 12.99824(N)    082 08 44.37099(W)     ADJUSTED  
 KZ1820* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 KZ1820  ___________________________________________________________________
 KZ1820  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 KZ1820  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KZ1820
 KZ1820  HORZ ORDER  -  FIRST
 KZ1820
 KZ1820.The horizontal coordinates were established by classical geodetic methods
 KZ1820.and adjusted by the National Geodetic Survey in April 1998..
 KZ1820
 KZ1820.The orthometric height was scaled from a topographic map.
 KZ1820
 KZ1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1820
 KZ1820.The geoid height was determined by GEOID03.
 KZ1820
 KZ1820;                    North         East     Units Scale Factor Converg.
 KZ1820;SPC OH N     -    74,493.831   630,109.844   MT  1.00001986   +0 13 58.0
 KZ1820;UTM  17      - 4,465,785.579   402,688.221   MT  0.99971657   -0 44 29.8
 KZ1820
 KZ1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1820!SPC OH N     -   0.99994676  x   1.00001986  =   0.99996662
 KZ1820!UTM  17      -   0.99994676  x   0.99971657  =   0.99966335
 KZ1820
 KZ1820:                Primary Azimuth Mark                     Grid Az
 KZ1820:SPC OH N     -  CASTLE AZ MK                             058 53 50.7
 KZ1820:UTM  17      -  CASTLE AZ MK                             059 52 18.5
 KZ1820
 KZ1820|---------------------------------------------------------------------|
 KZ1820| PID    Reference Object                     Distance      Geod. Az  |
 KZ1820|                                                           dddmmss.s |
 KZ1820| CE5859 CASTLE AZ MK                                       0590748.7 |
 KZ1820| CE5860 CASTLE RM 1                          25.818 METERS 08550     |
 KZ1820| KZ1822 NEW CASTLE WU MICROWAVE TOWER       APPROX. 0.7 KM 1385611.6 |
 KZ1820| CE5861 CASTLE RM 2                          28.439 METERS 19648     |
 KZ1820|---------------------------------------------------------------------|
 KZ1820
 KZ1820                          SUPERSEDED SURVEY CONTROL
 KZ1820
 KZ1820  NAD 83(1986)-  40 20 13.00374(N)    082 08 44.37658(W) AD(       ) 1
 KZ1820  NAD 27      -  40 20 12.75150(N)    082 08 44.85429(W) AD(       ) 1
 KZ1820
 KZ1820.Superseded values are not recommended for survey control.
 KZ1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1820.See file dsdata.txt to determine how the superseded data were derived.
 KZ1820
 KZ1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0268865786(NAD 83)
 KZ1820_MARKER: DS = TRIANGULATION STATION DISK
 KZ1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1820
 KZ1820  HISTORY     - Date     Condition        Report By
 KZ1820  HISTORY     - 1959     MONUMENTED       CGS
 KZ1820
 KZ1820                          STATION DESCRIPTION
 KZ1820
 KZ1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1820'THE STATION IS ABOUT 12 MILES EAST OF MARTINSBURG, 1-1/2 MILES SOUTH
 KZ1820'OF WALHONDING AND THE KOKOSING
 KZ1820'RIVER AND 1 MILE EAST OF NEW CASTLE, IN THE SOUTHEAST 1/4 SECTION 13,
 KZ1820'T 6 N, R 9 W, ON PROPERTY OWNED BY
 KZ1820'MR. MAX HEFFELFINGER.
 KZ1820'
 KZ1820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 715 AND 206
 KZ1820'IN NEW CASTLE, GO EAST
 KZ1820'ON HIGHWAYS 715 AND 206 FOR 0.4 MILE TO A FORK IN THE ROAD.  CONTINUE
 KZ1820'STRAIGHT AHEAD ON HIGHWAY 715 FOR
 KZ1820'0.5 MILE TO THE NEW CASTLE LIME CO. QUARRY ON THE
 KZ1820'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A
 KZ1820'FARM DRIVEWAY ON THE RIGHT.  (CONTINUE
 KZ1820'STRAIGHT AHEAD ON HIGHWAY 715 FOR 0.25 MILE TO A TRACK ROAD ON THE
 KZ1820'LEFT.  BEAR LEFT AND GO 0.05 MILE TO
 KZ1820'THE TOP OF THE HILL AND THE AZIMUTH MARK.) TURN RIGHT AND GO
 KZ1820'SOUTHEAST 0.05 MILE TO THE STATION
 KZ1820'JUST SOUTH OF THE HOUSE.
 KZ1820'
 KZ1820'STATION MARKS ARE STANDARD DISKS STAMPED CASTLE 1959.  THE SURFACE
 KZ1820'DISK IS SET IN A SQUARE
 KZ1820'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KZ1820'46 FEET SOUTH OF THE CENTERLINE
 KZ1820'OF A TRACK ROAD, 32 FEET SOUTH OF A 16-INCH MAPLE TREE, 29 FEET
 KZ1820'EAST OF AN 18-INCH BLACKWALNUT TREE AND 29
 KZ1820'FEET NORTH OF AN EAST-WEST FENCELINE.  THE
 KZ1820'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 KZ1820'INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1820'
 KZ1820'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CASTLE NO 1 1959, IS
 KZ1820'SET IN A SQUARE CONCRETE POST
 KZ1820'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 75 FEET EAST OF
 KZ1820'THE 16-INCH MAPLE TREE, 31.6 FEET
 KZ1820'NORTH OF THE EAST-WEST FENCELINE AND 12 FEET SOUTH OF THE
 KZ1820'EAST CORNER OF A CHICKEN BARN.
 KZ1820'
 KZ1820'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CASTLE NO 2 1959, IS
 KZ1820'SET IN A SQUARE CONCRETE POST
 KZ1820'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 96 FEET SOUTH
 KZ1820'OF THE BLACKWALNUT TREE AND 1.6
 KZ1820'FEET EAST OF A NORTH-SOUTH FENCELINE.
 KZ1820'
 KZ1820'AZIMUTH MARK, A STANDARD DISK STAMPED CASTLE 1959, IS SET IN A SQUARE
 KZ1820'CONCRETE POST WHICH
 KZ1820'PROJECTS 4 INCHES.  IT IS 52.6 FEET NORTH OF THE CENTERLINE OF
 KZ1820'HIGHWAY 715, 33.5 FEET SOUTHWEST OF
 KZ1820'THE SOUTHWEST CORNER OF A METAL SHED AND 22 FEET SOUTH OF THE
 KZ1820'CENTERLINE OF THE TRACK ROAD.  A STANDARD
 KZ1820'METAL WITNESS POST WAS SET 2 FEET WEST OF THE
 KZ1820'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3281 ***********************************************************************
 AE3281  DESIGNATION -  CASTRO
 AE3281  PID         -  AE3281
 AE3281  STATE/COUNTY-  OH/MONTGOMERY
 AE3281  USGS QUAD   -  WEST MILTON (1979)
 AE3281
 AE3281                         *CURRENT SURVEY CONTROL
 AE3281  ___________________________________________________________________
 AE3281* NAD 83(1995)-  39 53 44.09091(N)    084 15 06.17046(W)     ADJUSTED  
 AE3281* NAVD 88     -       304.0    (meters)     997.     (feet)  GPS OBS   
 AE3281  ___________________________________________________________________
 AE3281  X           -     490,811.692 (meters)                     COMP
 AE3281  Y           -  -4,875,718.423 (meters)                     COMP
 AE3281  Z           -   4,069,270.955 (meters)                     COMP
 AE3281  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AE3281  ELLIP HEIGHT-         270.85  (meters)          (10/07/05) GPS OBS
 AE3281  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AE3281
 AE3281  HORZ ORDER  -  FIRST
 AE3281  ELLP ORDER  -  FOURTH    CLASS I
 AE3281
 AE3281.The horizontal coordinates were established by GPS observations
 AE3281.and adjusted by the National Geodetic Survey in September 1997..
 AE3281
 AE3281.The orthometric height was determined by GPS observations and a
 AE3281.high-resolution geoid model.
 AE3281
 AE3281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3281
 AE3281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3281
 AE3281.The ellipsoidal height was determined by GPS observations
 AE3281.and is referenced to NAD 83.
 AE3281
 AE3281.The geoid height was determined by GEOID03.
 AE3281
 AE3281;                    North         East     Units Scale Factor Converg.
 AE3281;SPC OH S     -   211,892.105   450,199.829   MT  0.99997565   -1 06 41.4
 AE3281;UTM  16      - 4,419,783.740   734,965.959   MT  1.00027973   +1 45 48.7
 AE3281
 AE3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3281!SPC OH S     -   0.99995751  x   0.99997565  =   0.99993316
 AE3281!UTM  16      -   0.99995751  x   1.00027973  =   1.00023723
 AE3281
 AE3281                          SUPERSEDED SURVEY CONTROL
 AE3281
 AE3281  ELLIP H (09/11/97)  270.94   (m)                       GP(       ) 4 1
 AE3281
 AE3281.Superseded values are not recommended for survey control.
 AE3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3281.See file dsdata.txt to determine how the superseded data were derived.
 AE3281
 AE3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3496619784(NAD 83)
 AE3281_MARKER: DD = SURVEY DISK
 AE3281_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3281_STAMPING: CASTRO
 AE3281_MARK LOGO: CODDOP
 AE3281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3281+STABILITY: SURFACE MOTION
 AE3281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3281+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3281
 AE3281  HISTORY     - Date     Condition        Report By
 AE3281  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3281
 AE3281                          STATION DESCRIPTION
 AE3281
 AE3281'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3281'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3281'I-75 AND RT 40 IN MONTGOMERY COUNTY GO WEST ALONG RT 40 FOR 3.8 MI
 AE3281'(6.1 KM) TO DOGLEG PIKE GO NORTH ALONG DOGLEG PIKE FOR 0.7 MI (1.1 KM)
 AE3281'TO STATION ON RIGHT. STATION IS A BRONZE DISK IN CONCRETE INSCRIBED
 AE3281'CITY OF DAYTON DEPARTMENT IN PLANNING, STAMPED CASTRO, AND IS FLUSH
 AE3281'WITH THE SURFACE OF THE GROUND. STATION IS LOCATED 33.2 FT (10.1 M)
 AE3281'EAST FROM THE CENTERLINE OF DOGLEG PIKE, 2.2 FT (0.7 M) FROM A
 AE3281'CHAIN-LINK FENCE, AND 185.3 FT (56.5 M) NORTH FROM THE EXTENDED
 AE3281'CENTERLINE OF A WESTERLY ASPHALT DRIVE LEADING TO A FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3290 ***********************************************************************
 AE3290  DESIGNATION -  CASTRO AZ MK
 AE3290  PID         -  AE3290
 AE3290  STATE/COUNTY-  OH/MONTGOMERY
 AE3290  USGS QUAD   -  TIPP CITY (1992)
 AE3290
 AE3290                         *CURRENT SURVEY CONTROL
 AE3290  ___________________________________________________________________
 AE3290* NAD 83(1995)-  39 53 49.77711(N)    084 14 55.53469(W)     ADJUSTED  
 AE3290* NAVD 88     -       302.5    (meters)     992.     (feet)  GPS OBS   
 AE3290  ___________________________________________________________________
 AE3290  X           -     491,051.714 (meters)                     COMP
 AE3290  Y           -  -4,875,580.039 (meters)                     COMP
 AE3290  Z           -   4,069,404.549 (meters)                     COMP
 AE3290  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AE3290  ELLIP HEIGHT-         269.35  (meters)          (10/07/05) GPS OBS
 AE3290  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AE3290
 AE3290  HORZ ORDER  -  FIRST
 AE3290  ELLP ORDER  -  FOURTH    CLASS I
 AE3290
 AE3290.The horizontal coordinates were established by GPS observations
 AE3290.and adjusted by the National Geodetic Survey in September 1997..
 AE3290
 AE3290.The orthometric height was determined by GPS observations and a
 AE3290.high-resolution geoid model.
 AE3290
 AE3290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3290
 AE3290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3290
 AE3290.The ellipsoidal height was determined by GPS observations
 AE3290.and is referenced to NAD 83.
 AE3290
 AE3290.The geoid height was determined by GEOID03.
 AE3290
 AE3290;                    North         East     Units Scale Factor Converg.
 AE3290;SPC OH S     -   212,062.547   450,455.841   MT  0.99997590   -1 06 34.6
 AE3290;UTM  16      - 4,419,966.864   735,213.175   MT  1.00028116   +1 45 55.7
 AE3290
 AE3290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3290!SPC OH S     -   0.99995775  x   0.99997590  =   0.99993365
 AE3290!UTM  16      -   0.99995775  x   1.00028116  =   1.00023889
 AE3290
 AE3290                          SUPERSEDED SURVEY CONTROL
 AE3290
 AE3290  ELLIP H (09/11/97)  269.44   (m)                       GP(       ) 4 1
 AE3290
 AE3290.Superseded values are not recommended for survey control.
 AE3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3290.See file dsdata.txt to determine how the superseded data were derived.
 AE3290
 AE3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3521319967(NAD 83)
 AE3290_MARKER: DD = SURVEY DISK
 AE3290_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3290_STAMPING: CASTRO AZ
 AE3290_MARK LOGO: CODDOP
 AE3290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3290+STABILITY: SURFACE MOTION
 AE3290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3290+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3290
 AE3290  HISTORY     - Date     Condition        Report By
 AE3290  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3290
 AE3290                          STATION DESCRIPTION
 AE3290
 AE3290'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3290'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM INTERSECTION OF I-75
 AE3290'AND RT 40 IN MONTGOMERY COUNTY GO WEST ALONG RT 40 FOR 3.8 MI (6.1 KM)
 AE3290'TO DOGLEG PIKE GO NORTH ALONG DOGLEG PIKE FOR 0.9 MI (1.4 KM) TO
 AE3290'STATION ON THE RIGHT. STATION IS A BRONZE DISK IN CONCRETE INSCRIBED
 AE3290'CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED CASTRO AZ, AND IS FLUSH
 AE3290'WITH THE SURFACE OF THE GROUND. STATION IS LOCATED 31.2 FT (9.5 M)
 AE3290'EAST FROM THE CENTERLINE OF DOGLEG PIKE, 3.0 FT (0.9 M) EAST OF
 AE3290'CHAIN-LINK FENCE, AND 80.1 FT (24.4 M) SOUTHWEST OF A CURVE/SPEED
 AE3290'LIMIT SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2071 ***********************************************************************
 KZ2071  DESIGNATION -  CATAWBA BELL TEL MICROWAVE
 KZ2071  PID         -  KZ2071
 KZ2071  STATE/COUNTY-  OH/CLARK
 KZ2071  USGS QUAD   -  MECHANICSBURG (1980)
 KZ2071
 KZ2071                         *CURRENT SURVEY CONTROL
 KZ2071  ___________________________________________________________________
 KZ2071* NAD 83(1995)-  40 00 30.10998(N)    083 35 14.36293(W)     ADJUSTED  
 KZ2071* NAVD 88     -                                                        
 KZ2071  ___________________________________________________________________
 KZ2071  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 KZ2071  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KZ2071
 KZ2071  HORZ ORDER  -  THIRD
 KZ2071
 KZ2071.The horizontal coordinates were established by classical geodetic methods
 KZ2071.and adjusted by the National Geodetic Survey in April 1998..
 KZ2071
 KZ2071
 KZ2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2071
 KZ2071.The geoid height was determined by GEOID03.
 KZ2071
 KZ2071;                    North         East     Units Scale Factor Converg.
 KZ2071;SPC OH S     -   223,520.542   507,163.315   MT  0.99999516   -0 41 23.7
 KZ2071;UTM  17      - 4,431,892.382   279,160.666   MT  1.00020043   -1 39 50.6
 KZ2071
 KZ2071                          SUPERSEDED SURVEY CONTROL
 KZ2071
 KZ2071  NAD 83(1986)-  40 00 30.12029(N)    083 35 14.37044(W) AD(       ) 4
 KZ2071  NAD 27      -  40 00 29.89937(N)    083 35 14.64601(W) AD(       ) 3
 KZ2071
 KZ2071.Superseded values are not recommended for survey control.
 KZ2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2071.See file dsdata.txt to determine how the superseded data were derived.
 KZ2071
 KZ2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE7916131892(NAD 83)
 KZ2071_MARKER: 44 = MICROWAVE MAST
 KZ2071
 KZ2071  HISTORY     - Date     Condition        Report By
 KZ2071  HISTORY     - 1969     FIRST OBSERVED   DMA
 KZ2071
 KZ2071                          STATION DESCRIPTION
 KZ2071
 KZ2071'DESCRIBED BY DEFENSE MAP AGENCY 1969 (WOK)
 KZ2071'OHIO BELL TELEPHONE COMPANY MICROWAVE RELAY MAST IS LOCATED IN A
 KZ2071'FENCED ENCLOSURE, IN FENCED PASTURE, ABOUT 3 MILES EAST OF CATAWBA,
 KZ2071'1/2 MILE SOUTHEAST OF THE CHAMPAIGN-CLARK COUNTY LINE, 0.4 MILE
 KZ2071'WEST OF STATE HIGHWAY 56 AND 0.2 MILES SOUTH OF KNOXVILLE ROAD.
 KZ2071'
 KZ2071'STATION IS A 3 X 3 X 3 FOOT STEEL TRIANGULAR SHAPED, PEDESTAL TYPE
 KZ2071'MAST, ABOUT 475 FEET IN HEIGHT, PAINTED RED-WHITE ALTERNATE
 KZ2071'SECTIONS.  THERE ARE 2 VOICE MIRROWS MOUNTED 5 SECTIONS FROM GROUND
 KZ2071'AND 2 VOICE MIRRORS AND RED LIGHT MOUNTED AT THE TOP.
 KZ2071'
 KZ2071'A SQUARE CONCRETE BUILDING ABOUT 110 FEET IN HEIGHT IS ERECTED
 KZ2071'ADJACENT TO THE MAST.
 KZ2071'
 KZ2071'POINT INTERSECTED ON THE MAST, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1646 ***********************************************************************
 KZ1646  DESIGNATION -  CATCH BASIN
 KZ1646  PID         -  KZ1646
 KZ1646  STATE/COUNTY-  OH/LOGAN
 KZ1646  USGS QUAD   -  RUSHSYLVANIA (1973)
 KZ1646
 KZ1646                         *CURRENT SURVEY CONTROL
 KZ1646  ___________________________________________________________________
 KZ1646* NAD 83(1986)-  40 25 52.     (N)    083 42 31.     (W)     SCALED    
 KZ1646* NAVD 88     -       395.269  (meters)    1296.81   (feet)  ADJUSTED  
 KZ1646  ___________________________________________________________________
 KZ1646  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KZ1646  DYNAMIC HT  -         395.058 (meters)    1296.12  (feet)  COMP
 KZ1646  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 KZ1646
 KZ1646  VERT ORDER  -  SECOND    CLASS 0
 KZ1646
 KZ1646.The horizontal coordinates were scaled from a topographic map and have
 KZ1646.an estimated accuracy of +/- 6 seconds.
 KZ1646
 KZ1646.The orthometric height was determined by differential leveling
 KZ1646.and adjusted by the National Geodetic Survey in June 1991..
 KZ1646.WARNING-Repeat measurements at this control monument indicate possible
 KZ1646.vertical movement.
 KZ1646
 KZ1646.The geoid height was determined by GEOID03.
 KZ1646
 KZ1646.The dynamic height is computed by dividing the NAVD 88
 KZ1646.geopotential number by the normal gravity value computed on the
 KZ1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1646.degrees latitude (g = 980.6199 gals.).
 KZ1646
 KZ1646.The modeled gravity was interpolated from observed gravity values.
 KZ1646
 KZ1646;                    North         East    Units  Estimated Accuracy
 KZ1646;SPC OH N     -    85,600.      497,450.      MT  (+/- 180 meters Scaled)
 KZ1646
 KZ1646                          SUPERSEDED SURVEY CONTROL
 KZ1646
 KZ1646  NGVD 29 (??/??/92)  395.434  (m)         1297.35   (f) ADJ UNCH    2 0
 KZ1646
 KZ1646.Superseded values are not recommended for survey control.
 KZ1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1646.See file dsdata.txt to determine how the superseded data were derived.
 KZ1646
 KZ1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE702791(NAD 83)
 KZ1646_MARKER: X = CHISELED CROSS
 KZ1646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1646_SP_SET: CATCH BASIN
 KZ1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1646
 KZ1646  HISTORY     - Date     Condition        Report By
 KZ1646  HISTORY     - UNK      MONUMENTED       CGS
 KZ1646  HISTORY     - 1936     GOOD             NGS
 KZ1646
 KZ1646                          STATION DESCRIPTION
 KZ1646
 KZ1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1646'3.1 MI SW FROM RUSHSYLVANIA.
 KZ1646'3.1 MILES SOUTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 KZ1646'AND ST. LOUIS RAILWAY FROM THE STATION AT RUSHSYLVANIA, AT HARPER,
 KZ1646'100 YARDS NORTHEAST OF THE CENTER OF A MACADAM-ROAD CROSSING,
 KZ1646'21.3 FEET EAST OF POLE E 30, 36 FEET SOUTHEAST OF THE SOUTHEAST
 KZ1646'RAIL, ON THE TOP OF THE EAST SIDE OF A CONCRETE CATCH-BASIN,
 KZ1646'AND ABOUT 4 FEET LOWER THAN THE TRACK.  THE CENTER OF A CHISELED
 KZ1646'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3431 ***********************************************************************
 KY3431  DESIGNATION -  CAUGLETON
 KY3431  PID         -  KY3431
 KY3431  STATE/COUNTY-  OH/TUSCARAWAS
 KY3431  USGS QUAD   -  GNADENHUTTEN (1994)
 KY3431
 KY3431                         *CURRENT SURVEY CONTROL
 KY3431  ___________________________________________________________________
 KY3431* NAD 83(1995)-  40 16 34.15771(N)    081 26 44.50733(W)     ADJUSTED  
 KY3431* NAVD 88     -       389.7    (meters)    1279.     (feet)  VERTCON   
 KY3431  ___________________________________________________________________
 KY3431  X           -     724,874.339 (meters)                     COMP
 KY3431  Y           -  -4,818,999.720 (meters)                     COMP
 KY3431  Z           -   4,101,657.763 (meters)                     COMP
 KY3431  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 KY3431  ELLIP HEIGHT-         356.06  (meters)          (10/07/05) GPS OBS
 KY3431  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KY3431
 KY3431  HORZ ORDER  -  FIRST
 KY3431  ELLP ORDER  -  FOURTH    CLASS I
 KY3431
 KY3431.The horizontal coordinates were established by classical geodetic methods
 KY3431.and adjusted by the National Geodetic Survey in April 1998..
 KY3431
 KY3431.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3431
 KY3431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3431
 KY3431.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3431
 KY3431.The ellipsoidal height was determined by GPS observations
 KY3431.and is referenced to NAD 83.
 KY3431
 KY3431.The geoid height was determined by GEOID03.
 KY3431
 KY3431;                    North         East     Units Scale Factor Converg.
 KY3431;SPC OH N     -    68,224.425   689,668.165   MT  1.00003382   +0 41 33.5
 KY3431;SPC OH S     -   253,220.617   689,670.398   MT  1.00005708   +0 40 08.3
 KY3431;UTM  17      - 4,458,503.721   462,109.119   MT  0.99961767   -0 17 17.3
 KY3431
 KY3431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3431!SPC OH N     -   0.99994415  x   1.00003382  =   0.99997796
 KY3431!SPC OH S     -   0.99994415  x   1.00005708  =   1.00000122
 KY3431!UTM  17      -   0.99994415  x   0.99961767  =   0.99956184
 KY3431
 KY3431:                Primary Azimuth Mark                     Grid Az
 KY3431:SPC OH N     -  CAUGLETON AZ MK                          043 15 12.0
 KY3431:SPC OH S     -  CAUGLETON AZ MK                          043 16 37.2
 KY3431:UTM  17      -  CAUGLETON AZ MK                          044 14 02.8
 KY3431
 KY3431|---------------------------------------------------------------------|
 KY3431| PID    Reference Object                     Distance      Geod. Az  |
 KY3431|                                                           dddmmss.s |
 KY3431| CC9775 CAUGLETON AZ MK                                    0435645.5 |
 KY3431| CC9776 CAUGLETON RM 1                       70.101 METERS 06419     |
 KY3431| KY3429 TIPPECANOE RESET                    APPROX.15.6 KM 0962232.9 |
 KY3431| CC9777 CAUGLETON RM 2                      106.415 METERS 11910     |
 KY3431|---------------------------------------------------------------------|
 KY3431
 KY3431                          SUPERSEDED SURVEY CONTROL
 KY3431
 KY3431  ELLIP H (04/01/98)  356.09   (m)                       GP(       ) 4 1
 KY3431  NAD 83(1986)-  40 16 34.16584(N)    081 26 44.51520(W) AD(       ) 1
 KY3431  NAD 27      -  40 16 33.91600(N)    081 26 45.10600(W) AD(       ) 1
 KY3431  NGVD 29 (07/25/95)  389.9    (m)         1279.     (f) GPS OBS        
 KY3431
 KY3431.Superseded values are not recommended for survey control.
 KY3431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3431.See file dsdata.txt to determine how the superseded data were derived.
 KY3431
 KY3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME6210958504(NAD 83)
 KY3431_MARKER: DH = HORIZONTAL CONTROL DISK
 KY3431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3431_STAMPING: CAUGLETON 1933
 KY3431_MARK LOGO: CGS   
 KY3431_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY3431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3431+STABILITY: SURFACE MOTION
 KY3431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3431+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1994
 KY3431
 KY3431  HISTORY     - Date     Condition        Report By
 KY3431  HISTORY     - 1933     MONUMENTED       CGS
 KY3431  HISTORY     - 1934     GOOD             CGS
 KY3431  HISTORY     - 1944     GOOD             CGS
 KY3431  HISTORY     - 1957     GOOD             CGS
 KY3431  HISTORY     - 19940710 GOOD             HOBBS
 KY3431
 KY3431                          STATION DESCRIPTION
 KY3431
 KY3431'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KY3431'STATION IS ABOUT 1 MILE S OF GILMORE POST OFFICE, 0.15 MILE SW OF THE
 KY3431'WEST UNION CHURCH, ON A
 KY3431'PROMINENT ROUND-TOPPED CULTIVATED HILL, OWNED
 KY3431'BY MR. JAMES CAUGLETON AND FARMED BY
 KY3431'MR. KENNETH COCHRAN.  IT IS
 KY3431'230 FEET W OF THE FENCELINE ON THE E SLOPE OF THE HILL
 KY3431'AND 120
 KY3431'FEET N OF THE FENCELINE ON THE S SLOPE OF THE HILL.  MARK IS 12
 KY3431'INCHES UNDERGROUND.
 KY3431'
 KY3431'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 KY3431'DISKS SET IN CONCRETE.
 KY3431'
 KY3431'REFERENCE MARK 1 IS 6 INCHES W OF THE FENCELINE, ON THE E
 KY3431'SLOPE OF THE HILL,
 KY3431'260 FEET NW OF REFERENCE MARK 2, AND PROJECTS
 KY3431'ABOUT 5 INCHES.
 KY3431'
 KY3431'REFERENCE MARK 2 IS 1 FOOT W OF THE FENCE, 10 FEET NW OF THE
 KY3431'MOST N OF A GROUP
 KY3431'OF TREES, 45 FEET NW OF THE NW CORNER OF A BARN,
 KY3431'AND PROJECTS ABOUT 5 INCHES.
 KY3431'
 KY3431'AZIMUTH MARK IS ACROSS THE ROAD FROM THE WEST UNION CHURCH,
 KY3431'6 INCHES E OF THE
 KY3431'W RIGHT-OF-WAY FENCE, 25 FEET W OF THE CENTER
 KY3431'LINE OF THE ROAD, AND 12 FEET S OF
 KY3431'THE NE CORNER OF A SMALL PASTURE
 KY3431'BESIDE THE ROAD.
 KY3431'
 KY3431'TO REACH THE STATION, FOLLOW U.S. HIGHWAY 21 TO A GRAVEL ROAD
 KY3431'TO THE E, 17.2
 KY3431'MILES N OF CAMBRIDGE, OR 1.0 MILE N OF THE JUNCTION OF U.S.
 KY3431'HIGHWAY 21 AND STATE HIGHWAY 258.
 KY3431'TURN E ON THE
 KY3431'GRAVEL ROAD, AND FOLLOW THE MAIN-TRAVELED AND POSTED
 KY3431'ROAD TOWARD
 KY3431'GILMORE AS FOLLOWS- GO 0.9 MILE, TURN LEFT, GO 1.4 MILES, TURN
 KY3431'RIGHT, GO 0.5
 KY3431'MILE, TURN LEFT, GO 1.6 MILES, TURN LEFT, AND GO
 KY3431'0.2 MILE TO THE CAUGLETON FARM.
 KY3431'STATION IS ON THE HILL TO THE NW
 KY3431'OF THE FARM BUILDINGS.
 KY3431
 KY3431                          STATION RECOVERY (1934)
 KY3431
 KY3431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JSB)
 KY3431'STATION MARK AND REFERENCE MARKS RECOVERED
 KY3431'AS DESCRIBED
 KY3431'EXCEPT THAT THE STATION MARK IS 7 INCHES BELOW THE
 KY3431'SURFACE OF THE GROUND INSTEAD
 KY3431'OF 12 INCHES.  ISAAC MATHEWS IS NOW
 KY3431'THE OPERATOR OF THE FARM.  REFERENCE MARKS 1 AND
 KY3431'2 ARE ALONG A
 KY3431'TEMPORARY FENCE WHICH DIVIDES A SMALL STRIP FOR PASTURE.  THIS
 KY3431'FENCE WILL
 KY3431'PROBABLY BE TAKEN OUT IN THE NEAR FUTURE LEAVING THE
 KY3431'REFERENCE MARKS IN THE
 KY3431'CULTIVATED FIELD.
 KY3431'
 KY3431'GILMORE MAY BE REACHED FROM ALL DIRECTIONS VIA GRAVEL OR
 KY3431'MACADAM ROADS.
 KY3431'THERE IS NO NUMBERED HIGHWAY BUT THE ROADS ARE
 KY3431'POSTED.  FROM GILMORE GO S ABOUT
 KY3431'1.0 MILE TO WEST UNION CHURCH
 KY3431'AND THE CAUGLETON FARM ON W SIDE OF ROAD.
 KY3431
 KY3431                          STATION RECOVERY (1944)
 KY3431
 KY3431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 KY3431'STATION RECOVERED AS DESCRIBED IN 1933 BY
 KY3431'G.L.A. AND ALL
 KY3431'MARKS WERE FOUND IN GOOD CONDITION.
 KY3431'
 KY3431'STATION IS ABOUT 360 FEET NW OF THE NW CORNER OF THE CAUGLETON
 KY3431'FARM BARN
 KY3431'BUILDING, ON THE SUMMIT OF A ROUND PROMINENT HILL
 KY3431'THAT IS USED AS PASTURE
 KY3431'LAND.  MARK IS STAMPED CAUGLETON 1933
 KY3431'AND IS 7 INCHES BELOW THE GROUND.
 KY3431'
 KY3431'REFERENCE MARK 1 IS 178 FEET W OF THE APPROXIMATE CENTERLINE
 KY3431'OF A GRAVELED ROAD
 KY3431'AND 182 FEET SW OF A POWER-TRANSMISSION LINE
 KY3431'POLE.  IT IS STAMPED CAUGLETON NO 1
 KY3431'1933 AND PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 KY3431'
 KY3431'REFERENCE MARK 2 IS 83 FEET W OF THE APPROXIMATE CENTER LINE
 KY3431'OF THE GRAVELED
 KY3431'ROAD AND 47.5 FEET SE OF A POWER-TRANSMISSION LINE
 KY3431'POLE.  THE POST PROJECTS 15 INCHES
 KY3431'ON THE E SIDE AND 6 INCHES ON
 KY3431'THE W SIDE.  IT IS STAMPED CAUGLETON NO 2 1933.
 KY3431'
 KY3431'AZIMUTH MARK IS 18 FEET W OF THE APPROXIMATE CENTER LINE OF
 KY3431'A GRAVELED ROAD,
 KY3431'NEAR THE NE CORNER OF PASTURE LAND, 14 FEET N
 KY3431'OF A POLE, AND 6 FEET E OF A N-S
 KY3431'FENCELINE.  IT IS STAMPED
 KY3431'CAUGLETON AZIMUTH 1933.
 KY3431'
 KY3431'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 AND
 KY3431'STATE HIGHWAY 258
 KY3431'WHICH IS 7.4 MILES S OF THE CITY OF NEWCOMERSTOWN, GO N
 KY3431'ON HIGHWAY 21 FOR 1.0 MILE TO A
 KY3431'GRAVELED T-ROAD RIGHT,
 KY3431'TURN RIGHT AND GO 0.3 MILE TO A Y-INTERSECTION,
 KY3431'HERE KEEP LEFT
 KY3431'AND GO 1.0 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 1.4 MILES TO
 KY3431'THE
 KY3431'INTERSECTION OF A T-ROAD, THENCE LEFT FOR 0.25 MILE TO THE
 KY3431'JAMES CAUGLETON
 KY3431'FARMHOUSE ON THE LEFT AND A T-ROAD LEFT.* HERE
 KY3431'TURN LEFT AND GO 0.1 MILE TO THE
 KY3431'SUMMIT OF THE GRADE AND A BOARD
 KY3431'GATE ON THE RIGHT, PASS THROUGH GATE AND GO 0.05
 KY3431'MILE TO THE SUMMIT OF THE
 KY3431'HILL AND STATION.
 KY3431'
 KY3431'*TO REACH THE AZIMUTH MARK FROM THE CAUGLETON FARMHOUSE, GO
 KY3431'N ON A GRAVELED
 KY3431'ROAD FOR 0.1 MILE AND THE MARK ON THE LEFT.
 KY3431'
 KY3431'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 KY3431
 KY3431                          STATION RECOVERY (1957)
 KY3431
 KY3431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KY3431'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KY3431'WERE RECOVERED AS
 KY3431'DESCRIBED.  REFERENCE MARK NUMBER 1 HAS
 KY3431'BEEN HIT BY SOME TYPE OF EQUIPMENT
 KY3431'OR MACHINERY AND THE
 KY3431'POST HAS BEEN CHIPPED OFF AND THE DISK BENT.  THERE
 KY3431'WAS NO
 KY3431'APPARENT MOVEMENT HOWEVER.  REFERENCE MARK NUMBER 2 IS NOW
 KY3431'SITUATED AT THE
 KY3431'EDGE OF A BANK AND IT IS BELIEVED THAT
 KY3431'CONTINUED EROSION WILL EVENTUALLY
 KY3431'TAKE THIS MARK OUT.  THE
 KY3431'STATION MARK REMAINS IN GOOD CONDITION.  DISTANCE TO
 KY3431'THE MARKS
 KY3431'WAS MEASURED AND AGREEMENT WITH OLD MEASUREMENTS WAS ADEQUATE.
 KY3431'THE DIRECTION TO
 KY3431'THE MARKS WAS NOT TAKEN.  THE ORIGINAL
 KY3431'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KY3431
 KY3431                          STATION RECOVERY (1994)
 KY3431
 KY3431'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1994 (GBC)
 KY3431'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5587 ***********************************************************************
 AB5587  FBN         -  This is a Federal Base Network Control Station.
 AB5587  DESIGNATION -  CAUSEWAY
 AB5587  PID         -  AB5587
 AB5587  STATE/COUNTY-  OH/KNOX
 AB5587  USGS QUAD   -  BUTLER (1961)
 AB5587
 AB5587                         *CURRENT SURVEY CONTROL
 AB5587  ___________________________________________________________________
 AB5587* NAD 83(1995)-  40 31 06.95506(N)    082 29 00.84459(W)     ADJUSTED  
 AB5587* NAVD 88     -       336.171  (meters)    1102.92   (feet)  ADJUSTED  
 AB5587  ___________________________________________________________________
 AB5587  X           -     635,179.751 (meters)                     COMP
 AB5587  Y           -  -4,814,000.156 (meters)                     COMP
 AB5587  Z           -   4,122,126.657 (meters)                     COMP
 AB5587  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 AB5587  ELLIP HEIGHT-         302.51  (meters)          (09/23/04) GPS OBS
 AB5587  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AB5587  DYNAMIC HT  -         336.001 (meters)    1102.36  (feet)  COMP
 AB5587  MODELED GRAV-     980,108.8   (mgal)                       NAVD 88
 AB5587
 AB5587  HORZ ORDER  -  B
 AB5587  VERT ORDER  -  SECOND    CLASS II
 AB5587  ELLP ORDER  -  FOURTH    CLASS I
 AB5587
 AB5587.The horizontal coordinates were established by GPS observations
 AB5587.and adjusted by the National Geodetic Survey in August 1996..
 AB5587
 AB5587.The orthometric height was determined by differential leveling
 AB5587.and adjusted by the National Geodetic Survey in August 1996..
 AB5587
 AB5587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5587
 AB5587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5587
 AB5587.The ellipsoidal height was determined by GPS observations
 AB5587.and is referenced to NAD 83.
 AB5587
 AB5587.The geoid height was determined by GEOID03.
 AB5587
 AB5587.The dynamic height is computed by dividing the NAVD 88
 AB5587.geopotential number by the normal gravity value computed on the
 AB5587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5587.degrees latitude (g = 980.6199 gals.).
 AB5587
 AB5587.The modeled gravity was interpolated from observed gravity values.
 AB5587
 AB5587;                    North         East     Units Scale Factor Converg.
 AB5587;SPC OH N     -    94,604.281   601,392.503   MT  0.99998476   +0 00 38.9
 AB5587;UTM  17      - 4,486,376.409   374,324.072   MT  0.99979442   -0 57 50.4
 AB5587
 AB5587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5587!SPC OH N     -   0.99995255  x   0.99998476  =   0.99993731
 AB5587!UTM  17      -   0.99995255  x   0.99979442  =   0.99974698
 AB5587
 AB5587                          SUPERSEDED SURVEY CONTROL
 AB5587
 AB5587  ELLIP H (08/20/96)  302.51   (m)                       GP(       ) 4 2
 AB5587  NAVD 88 (08/20/96)  336.17   (m)         1102.9    (f) LEVELING    3  
 AB5587
 AB5587.Superseded values are not recommended for survey control.
 AB5587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5587.See file dsdata.txt to determine how the superseded data were derived.
 AB5587
 AB5587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7432486376(NAD 83)
 AB5587_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5587_STAMPING: CAUSEWAY 1987
 AB5587_MARK LOGO: NGS   
 AB5587_PROJECTION: FLUSH
 AB5587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5587+STABILITY: SURFACE MOTION
 AB5587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5587+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 AB5587
 AB5587  HISTORY     - Date     Condition        Report By
 AB5587  HISTORY     - 1987     MONUMENTED       OHDNR
 AB5587  HISTORY     - 19950914 GOOD             NGS
 AB5587  HISTORY     - 20030710 GOOD             OHDT
 AB5587
 AB5587                          STATION DESCRIPTION
 AB5587
 AB5587'DESCRIBED BY OHIO DEPARTMENT OF NATURAL RESOURCES 1987 (RLS)
 AB5587'STATION DESCRIBED 1995.  THIS STATION WAS SET IN 1987 BY THE OHIO
 AB5587'DEPARTMENT OF NATURAL RESOURCES.  THE STATION IS LOCATED ABOUT 6.4 KM
 AB5587'(3.95 MI) NORTHEAST OF FREDERICKTOWN ON THE CAUSEWAY AT THE NORTHEAST
 AB5587'END OF KNOX LAKE.  TO REACH THE STATION FROM THE FREDERICKTOWN
 AB5587'MUNICIPAL BUILDING AT THE JUNCTION OF STATE ROUTE 13 AND 95, GO NORTH
 AB5587'0.24 KM (0.15 MI) ON ROUTE 13 AND 95 TO A JUNCTION, TURN RIGHT
 AB5587'(CROSSING NEW BRIDGE OVER THE NORTH BRANCH KOKOSING RIVER) AND GO 5.5
 AB5587'KM (3.40 MI) EAST-NORTHEAST ON COUNTY ROAD 14 TO THE JUNCTION WITH
 AB5587'KNOX LAKE ROAD, TURN LEFT AND GO 2.4 KM (1.50 MI) ON KNOX LAKE ROAD TO
 AB5587'THE CAUSEWAY AND THE STATION ON THE RIGHT, 6.1 M (20.0 FT) WEST OF THE
 AB5587'WATERS EDGE.  THE STATION MARKS ARE STANDARD NGS DISKS STAMPED
 AB5587'--CAUSEWAY 1987--.  THE SURFACE DISK IS SET IN TOP OF A 0.3 M (1.0 FT)
 AB5587'DIAMETER, FLUSH CONCRETE MONUMENT WITH A STEEL ROD EMBEDDED IN IT.  IT
 AB5587'IS 85.6 M (280.8 FT) SOUTH OF THE EAST END OF A 1.8 M (5.9 FT)
 AB5587'DIAMETER STEEL CULVERT PIPE UNDER THE ROAD, 10.3 M (33.8 FT) NORTH OF
 AB5587'A UTILITY POLE, 5.6 M (18.4 FT) EAST OF THE ROAD CENTER, 0.3 M (1.0
 AB5587'FT) BELOW SAME, AND 3.0 M (9.8 FT) WEST OF A FIBERGLASS WITNESS POST.
 AB5587'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE RECESSED
 AB5587'1 M (3.3 FT) .  STATIONS RAMP 1987 AND MAPLE 1987 ARE BOTH VISIBLE AT
 AB5587'EYE LEVEL FROM THIS STATION.
 AB5587
 AB5587                          STATION RECOVERY (1995)
 AB5587
 AB5587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB5587'STATION IS ABOUT 6.4 KM (3.95 MI) NORTHEAST OF FREDERICKTOWN ON THE
 AB5587'CAUSEWAY AT THE NORTHEAST END OF KNOX LAKE. TO REACH THE STATION FROM
 AB5587'THE FREDERICKTOWN MUNICIPAL BUILDING AT THE JUNCTION OF STATE ROUTE 13
 AB5587'AND 95, GO NORTH 0.24 KM (0.15 MI) ON ROUTE 13 AND 95 TO A JUNCTION,
 AB5587'TURN RIGHT (CROSSING NEW BRIDGE OVER THE NORTH BRANCH KOKOSING RIVER)
 AB5587'AND GO 5.5 KM (3.40 MI) EAST-NORTHEAST ON COUNTY ROAD 14 TO THE
 AB5587'JUNCTION WITH KNOX LAKE ROAD, TURN LEFT AND GO 2.4 KM (1.50 MI) ON
 AB5587'KNOX LAKE ROAD TO THE CAUSEWAY AND THE STATION ON THE RIGHT, 6.1 M
 AB5587'(20.0 FT) WEST OF THE WATERS EDGE.  THE STATION MARKS ARE STANDARD NGS
 AB5587'DISKS STAMPED --CAUSEWAY 1987--.  THE SURFACE DISK IS SET IN TOP OF A
 AB5587'0.3 M (1.0 FT) DIAMETER, FLUSH CONCRETE MONUMENT WITH A STEEL ROD
 AB5587'EMBEDDED IN IT.  IT IS 85.6 M (280.8 FT) SOUTH OF THE EAST END OF A
 AB5587'1.8 M (5.9 FT) DIAMETER STEEL CULVERT PIPE UNDER THE ROAD, 10.3 M
 AB5587'(33.8 FT) NORTH OF A UTILITY POLE, 5.6 M (18.4 FT) EAST OF THE ROAD
 AB5587'CENTER, 0.3 M (1.0 FT) BELOW SAME, AND 3.0 M (9.8 FT) WEST OF A
 AB5587'FIBERGLASS WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 AB5587'MASS OF CONCRETE RECESSED 1 M (3.3 FT) .  STATIONS RAMP 1987 AND MAPLE
 AB5587'1987 ARE BOTH VISIBLE AT EYE LEVEL FROM THIS STATION.
 AB5587
 AB5587                          STATION RECOVERY (2003)
 AB5587
 AB5587'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 AB5587'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2310 ***********************************************************************
 MB2310  DESIGNATION -  CAVANAGH
 MB2310  PID         -  MB2310
 MB2310  STATE/COUNTY-  OH/GEAUGA
 MB2310  USGS QUAD   -  BURTON (1966)
 MB2310
 MB2310                         *CURRENT SURVEY CONTROL
 MB2310  ___________________________________________________________________
 MB2310* NAD 83(1995)-  41 25 00.09746(N)    081 12 40.84546(W)     ADJUSTED  
 MB2310* NAVD 88     -       394.60   (+/-2cm)    1294.6    (feet)  VERTCON   
 MB2310  ___________________________________________________________________
 MB2310  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 MB2310  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB2310
 MB2310  HORZ ORDER  -  THIRD
 MB2310  VERT ORDER  -  THIRD ? (See Below)
 MB2310
 MB2310.The horizontal coordinates were established by classical geodetic methods
 MB2310.and adjusted by the National Geodetic Survey in April 1998..
 MB2310
 MB2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2310.The vertical order pertains to the NGVD 29 superseded value.
 MB2310
 MB2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2310
 MB2310.The geoid height was determined by GEOID03.
 MB2310
 MB2310;                    North         East     Units Scale Factor Converg.
 MB2310;SPC OH N     -   195,131.542   707,726.967   MT  0.99995765   +0 50 47.7
 MB2310;UTM  17      - 4,585,037.248   482,337.889   MT  0.99960384   -0 08 23.3
 MB2310
 MB2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2310!SPC OH N     -   0.99994341  x   0.99995765  =   0.99990106
 MB2310!UTM  17      -   0.99994341  x   0.99960384  =   0.99954727
 MB2310
 MB2310:                Primary Azimuth Mark                     Grid Az
 MB2310:SPC OH N     -  CAVANAGH AZ MK                           004 45 26.2
 MB2310:UTM  17      -  CAVANAGH AZ MK                           005 44 37.2
 MB2310
 MB2310|---------------------------------------------------------------------|
 MB2310| PID    Reference Object                     Distance      Geod. Az  |
 MB2310|                                                           dddmmss.s |
 MB2310| CC9778 CAVANAGH AZ MK                                     0053613.9 |
 MB2310| MB2309 BURTON MUNICIPAL TANK               APPROX. 8.2 KM 0423641.3 |
 MB2310| CC9779 CAVANAGH RM 1                        12.361 METERS 18316     |
 MB2310| CC9780 CAVANAGH RM 2                        15.310 METERS 28612     |
 MB2310|---------------------------------------------------------------------|
 MB2310
 MB2310                          SUPERSEDED SURVEY CONTROL
 MB2310
 MB2310  NAD 83(1986)-  41 25 00.10686(N)    081 12 40.84475(W) AD(       ) 3
 MB2310  NAD 27      -  41 24 59.91052(N)    081 12 41.47904(W) AD(       ) 3
 MB2310  NGVD 29 (07/19/86)  394.78   (m)         1295.2    (f) LEVELING    3  
 MB2310
 MB2310.Superseded values are not recommended for survey control.
 MB2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2310.See file dsdata.txt to determine how the superseded data were derived.
 MB2310
 MB2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8233885037(NAD 83)
 MB2310_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2310
 MB2310  HISTORY     - Date     Condition        Report By
 MB2310  HISTORY     - 1951     MONUMENTED       CGS
 MB2310
 MB2310                          STATION DESCRIPTION
 MB2310
 MB2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2310'STATION IS LOCATED ABOUT 2 MILES NORTH OF AUBURN CORNERS ALONG THE
 MB2310'EAST SIDE OF STATE HIGHWAY
 MB2310'NO.44.  IT IS ABOUT 220 FEET NORTH OF THE TOP OF HILL, 26 FEET EAST
 MB2310'OF THE CENTER OF HIGHWAY, 7 FEET
 MB2310'NORTHWEST OF A WHITE WITNESS POST AND A TELEPHONE
 MB2310'POLE AND 4 FEET WEST OF A FENCELINE.  THE MARK IS
 MB2310'FLUSH AND THE DISK IS STAMPED
 MB2310'CAVANAGH 1951.
 MB2310'
 MB2310'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE CENTER OF HIGHWAY AND 1
 MB2310'FOOT WEST OF A FENCELINE.
 MB2310'THE MARK IS FLUSH AND THE DISK IS STAMPED CAVANAGH NO 1 1951.
 MB2310'
 MB2310'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE CENTER OF HIGHWAY AND 6
 MB2310'FEET NORTHEAST OF A 14 INCH
 MB2310'MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CAVANAGH NO 2
 MB2310'1951.
 MB2310'
 MB2310'AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 44 9
 MB2310'FEET SOUTHEAST OF A 4 INCH MAPLE
 MB2310'TREE, 2 FEET SOUTHWEST OF A WHITE WITNESS POST AND 2 FEET
 MB2310'SOUTH OF A TELEPHONE POLE.  THE MARK
 MB2310'PROJECTS 6 INCHES AND THE DISK IS STAMPED
 MB2310'CAVANAGH 1951.
 MB2310'
 MB2310'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY NO. 44
 MB2310'AND U.S.  HIGHWAY NO. 422
 MB2310'IN AUBURN CORNERS, GO NORTH ON STATE HIGHWAY NO. 44 FOR 2.0 MILES
 MB2310'TO THE STATION ON THE RIGHT AS
 MB2310'DESCRIBED, CONTINUE FOR 0.4 MILE TO THE AZIMUTH MARK
 MB2310'ON THE LEFT.
 MB2310'
 MB2310'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2471 ***********************************************************************
 HY2471  DESIGNATION -  CAVE HILL
 HY2471  PID         -  HY2471
 HY2471  STATE/COUNTY-  OH/ADAMS
 HY2471  USGS QUAD   -  WEST UNION (1979)
 HY2471
 HY2471                         *CURRENT SURVEY CONTROL
 HY2471  ___________________________________________________________________
 HY2471* NAD 83(1995)-  38 50 58.13925(N)    083 35 52.73998(W)     ADJUSTED  
 HY2471* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 HY2471  ___________________________________________________________________
 HY2471  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 HY2471  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HY2471
 HY2471  HORZ ORDER  -  FIRST
 HY2471
 HY2471.The horizontal coordinates were established by classical geodetic methods
 HY2471.and adjusted by the National Geodetic Survey in April 1998..
 HY2471
 HY2471.The orthometric height was scaled from a topographic map.
 HY2471
 HY2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2471
 HY2471.The geoid height was determined by GEOID03.
 HY2471
 HY2471;                    North         East     Units Scale Factor Converg.
 HY2471;SPC OH S     -    94,883.875   504,688.796   MT  0.99997919   -0 41 48.1
 HY2471;SPC KY1Z     - 1,281,417.630 1,686,808.422   MT  1.00004920   +1 19 16.5
 HY2471;SPC KY1Z     - 4,204,117.67  5,534,137.30   sFT  1.00004920   +1 19 16.5
 HY2471;SPC KY N     -   149,992.387   556,599.969   MT  0.99998428   +0 24 20.2
 HY2471;SPC KY N     -   492,100.02  1,826,111.73   sFT  0.99998428   +0 24 20.2
 HY2471;UTM  17      - 4,303,281.315   274,543.588   MT  1.00022597   -1 37 49.2
 HY2471
 HY2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2471!SPC OH S     -   0.99995124  x   0.99997919  =   0.99993043
 HY2471!SPC KY1Z     -   0.99995124  x   1.00004920  =   1.00000043
 HY2471!SPC KY N     -   0.99995124  x   0.99998428  =   0.99993552
 HY2471!UTM  17      -   0.99995124  x   1.00022597  =   1.00017720
 HY2471
 HY2471:                Primary Azimuth Mark                     Grid Az
 HY2471:SPC OH S     -  UNITY CHURCH SPIRE                       055 23 16.8
 HY2471:SPC KY1Z     -  UNITY CHURCH SPIRE                       053 22 12.2
 HY2471:SPC KY N     -  UNITY CHURCH SPIRE                       054 17 08.5
 HY2471:UTM  17      -  UNITY CHURCH SPIRE                       056 19 17.9
 HY2471
 HY2471|---------------------------------------------------------------------|
 HY2471| PID    Reference Object                     Distance      Geod. Az  |
 HY2471|                                                           dddmmss.s |
 HY2471| HY2470 UNITY CHURCH SPIRE                  APPROX. 8.1 KM 0544128.7 |
 HY2471| HY2472 WEST UNION CHILDRENS HOME           APPROX. 8.1 KM 1380619.1 |
 HY2471| HY2473 WEST UNION COURTHOUSE               APPROX. 7.5 KM 1430944.3 |
 HY2471|---------------------------------------------------------------------|
 HY2471
 HY2471                          SUPERSEDED SURVEY CONTROL
 HY2471
 HY2471  NAD 83(1995)-  38 50 58.14085(N)    083 35 52.73935(W) AD(       ) 1
 HY2471  NAD 83(1986)-  38 50 58.14764(N)    083 35 52.74866(W) AD(       ) 1
 HY2471  NAD 27      -  38 50 57.89100(N)    083 35 53.04000(W) AD(       ) 1
 HY2471
 HY2471.Superseded values are not recommended for survey control.
 HY2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2471.See file dsdata.txt to determine how the superseded data were derived.
 HY2471
 HY2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7454403281(NAD 83)
 HY2471_MARKER: N = NAIL
 HY2471_SETTING: 0 = UNSPECIFIED SETTING
 HY2471_MARK LOGO: CGS   
 HY2471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2471
 HY2471  HISTORY     - Date     Condition        Report By
 HY2471  HISTORY     - 1886     MONUMENTED       CGS
 HY2471  HISTORY     - 1959     MARK NOT FOUND   THOMAS
 HY2471
 HY2471                          STATION DESCRIPTION
 HY2471
 HY2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (ATM)
 HY2471'ON THE HIGHEST POINT OF CAVE HILL ABOUT 4 MILES NORTHWEST OF THE TOWN
 HY2471'OF WEST UNION.  CLARK HILL, WHICH IS ABOUT 8 FEET HIGHER THAN CAVE
 HY2471'HILL, IS ABOUT ONE FOURTH MILE WEST.  THE STATION IS ON LAND
 HY2471'BELONGING TO JOHN DRENNAN ABOUT ONE HALF MILE NORTH OF A SCHOOLHOUSE.
 HY2471'THE STATION IS MARKED BY A NAIL SET IN CONCRETE AT THE CENTER OF
 HY2471'THE TOP OF A TILE 6 INCHES IN DIAMETER AND 2 FEET LONG.  THE TILE
 HY2471'IS FILLED WITH CONCRETE AND IS SET FLUSH WITH THE SURFACE OF THE
 HY2471'GROUND.  THE UNDERGROUND MARK IS AN EARTHENWARE PYRAMID SET ABOUT
 HY2471'3 FEET BELOW THE SURFACE.  THERE ARE FOUR REFERENCE MARKS SIMILAR TO
 HY2471'THE SURFACE MARKS AT THE STATION, EXCEPT THE TILES ARE ONLY 4 INCHES
 HY2471'IN DIAMETER.  THE REFERENCE MARKS ARE AT THE FOLLOWING DISTANCES
 HY2471'AND DIRECTIONS FROM THE STATION--2.03 METERS NORTH, 2.06 METERS EAST,
 HY2471'AND 2.04 METERS SOUTH, 2.17 METERS WEST.
 HY2471
 HY2471                          STATION RECOVERY (1959)
 HY2471
 HY2471'RECOVERY NOTE BY THOMAS ENG AND SURV 1959 (MA)
 HY2471'STATION WAS NOT RECOVERED.
 HY2471'
 HY2471'REFERENCE MARKS NORTH, SOUTH, EAST AND WEST WERE NOT RECOVERED.
 HY2471'
 HY2471'CONSIDERABLE AREA WAS COVERED IN AN ATTEMPT TO FIND THIS MARK.  IT
 HY2471'WOULD APPEAR THAT SOMEONE WITH A SKETCH OR A BETTER KNOWLEDGE OF THE
 HY2471'POSSIBLE LOCATION WOULD POSSIBLY BE ABLE TO FIND THIS MARK.  THE
 HY2471'DESCRIPTION IS JUST NOT ELABORATE ENOUGH TO LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2078 ***********************************************************************
 KZ2078  DESIGNATION -  CAVERN
 KZ2078  PID         -  KZ2078
 KZ2078  STATE/COUNTY-  OH/LOGAN
 KZ2078  USGS QUAD   -  KINGSCREEK (1980)
 KZ2078
 KZ2078                         *CURRENT SURVEY CONTROL
 KZ2078  ___________________________________________________________________
 KZ2078* NAD 83(1995)-  40 14 59.54588(N)    083 40 21.18385(W)     ADJUSTED  
 KZ2078* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 KZ2078  ___________________________________________________________________
 KZ2078  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 KZ2078  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KZ2078
 KZ2078  HORZ ORDER  -  FIRST
 KZ2078
 KZ2078.The horizontal coordinates were established by classical geodetic methods
 KZ2078.and adjusted by the National Geodetic Survey in April 1998..
 KZ2078
 KZ2078.The orthometric height was scaled from a topographic map.
 KZ2078
 KZ2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2078
 KZ2078.The geoid height was determined by GEOID03.
 KZ2078
 KZ2078;                    North         East     Units Scale Factor Converg.
 KZ2078;SPC OH N     -    65,434.731   500,236.261   MT  1.00004020   -0 46 13.1
 KZ2078;SPC OH S     -   250,426.476   500,235.078   MT  1.00005003   -0 44 38.4
 KZ2078;UTM  17      - 4,458,918.064   272,691.778   MT  1.00023609   -1 43 39.1
 KZ2078
 KZ2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2078!SPC OH N     -   0.99993721  x   1.00004020  =   0.99997741
 KZ2078!SPC OH S     -   0.99993721  x   1.00005003  =   0.99998724
 KZ2078!UTM  17      -   0.99993721  x   1.00023609  =   1.00017329
 KZ2078
 KZ2078|---------------------------------------------------------------------|
 KZ2078| PID    Reference Object                     Distance      Geod. Az  |
 KZ2078|                                                           dddmmss.s |
 KZ2078| CE5863 CAVERN RM 1                          77.386 METERS 16750     |
 KZ2078| CE5862 CAVERN AZ MK                                       2291602.0 |
 KZ2078| CE5864 CAVERN RM 2                         123.914 METERS 24405     |
 KZ2078|---------------------------------------------------------------------|
 KZ2078
 KZ2078                          SUPERSEDED SURVEY CONTROL
 KZ2078
 KZ2078  NAD 83(1986)-  40 14 59.55475(N)    083 40 21.19270(W) AD(       ) 1
 KZ2078  NAD 27      -  40 14 59.35400(N)    083 40 21.44100(W) AD(       ) 1
 KZ2078
 KZ2078.Superseded values are not recommended for survey control.
 KZ2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2078.See file dsdata.txt to determine how the superseded data were derived.
 KZ2078
 KZ2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE7269258918(NAD 83)
 KZ2078_MARKER: DS = TRIANGULATION STATION DISK
 KZ2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2078
 KZ2078  HISTORY     - Date     Condition        Report By
 KZ2078  HISTORY     - 1933     MONUMENTED       CGS
 KZ2078  HISTORY     - 1959     MARK NOT FOUND   CGS
 KZ2078  HISTORY     - 1988     GOOD             LOCENG
 KZ2078
 KZ2078                          STATION DESCRIPTION
 KZ2078
 KZ2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ2078'STATION IS 1.7 MILES EAST OF THE OHIO CAVERNS, ABOUT 5 MILES EAST OF
 KZ2078'WEST LIBERTY, ON THE HIGHEST POINT
 KZ2078'OF AN OPEN FIELD OWNED BY CORMAN WEIRICK.
 KZ2078'
 KZ2078'TO REACH FROM WEST LIBERTY, FOLLOW STATE HIGHWAY 275 EAST
 KZ2078'4.1 MILES TO A
 KZ2078'POINT WHERE THE HIGHWAY TURNS SOUTH AND A ROCK
 KZ2078'ROAD LEADS EAST, CONTINUE EAST
 KZ2078'1.7 MILES TO TOP OF HILL AND STATION.
 KZ2078'
 KZ2078'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 KZ2078'STANDARD BRONZE
 KZ2078'DISKS IN CONCRETE.
 KZ2078'
 KZ2078'REFERENCE MARK NO. 1 IS SOUTH OF STATION, 28 FEET NORTH OF
 KZ2078'CENTER LINE OF
 KZ2078'ROAD, AND PROJECTS 3 INCHES.  REFERENCE MARK
 KZ2078'NO. 2 IS WEST OF STATION, ON THE
 KZ2078'NORTH-SOUTH FENCE LINE, AND
 KZ2078'PROJECTS 3 INCHES.
 KZ2078'
 KZ2078'AZIMUTH MARK IS SOUTHWEST OF STATION, AT THE ENTRANCE TO
 KZ2078'FARM OCCUPIED BY
 KZ2078'JOHN ESCH, AT THE NORTHEAST CORNER OF A FIELD, 27
 KZ2078'FEET SOUTH OF CENTER LINE OF A
 KZ2078'GRAVELED ROAD, 13 FEET WEST
 KZ2078'OF CENTER LINE OF DRIVEWAY AND 22 FEET NORTH OF
 KZ2078'GATE TO FARM, FARMHOUSE
 KZ2078'IS BUILT OF BRICK.  THE MARK PROJECTS 6 INCHES.
 KZ2078'
 KZ2078'STATION MARK IS ABOUT 12 INCHES BELOW THE SURFACE.
 KZ2078'
 KZ2078'A 103-FOOT TOWER WAS ERECTED.
 KZ2078
 KZ2078                          STATION RECOVERY (1959)
 KZ2078
 KZ2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HBW)
 KZ2078'STATION WAS NOT UNCOVERED NOR ANY ATTEMPT TO DO SO WAS MADE.  R.M. 1
 KZ2078'WAS SEARCHED FOR BUT NOT FOUND.
 KZ2078'
 KZ2078'R.M. 2 AND THE AZIMUTH MARK WAS FOUND UNDISTURBED.
 KZ2078
 KZ2078                          STATION RECOVERY (1988)
 KZ2078
 KZ2078'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (LOC)
 KZ2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1700 ***********************************************************************
 JY1700  DESIGNATION -  CC 44
 JY1700  PID         -  JY1700
 JY1700  STATE/COUNTY-  OH/FAIRFIELD
 JY1700  USGS QUAD   -  STOUTSVILLE (1992)
 JY1700
 JY1700                         *CURRENT SURVEY CONTROL
 JY1700  ___________________________________________________________________
 JY1700* NAD 83(1995)-  39 36 19.34183(N)    082 50 19.58835(W)     ADJUSTED  
 JY1700* NAVD 88     -       294.0    (meters)     965.     (feet)  VERTCON   
 JY1700  ___________________________________________________________________
 JY1700  X           -     613,455.234 (meters)                     COMP
 JY1700  Y           -  -4,882,569.159 (meters)                     COMP
 JY1700  Z           -   4,044,489.531 (meters)                     COMP
 JY1700  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 JY1700  ELLIP HEIGHT-         259.66  (meters)          (10/07/05) GPS OBS
 JY1700  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JY1700
 JY1700  HORZ ORDER  -  SECOND
 JY1700  ELLP ORDER  -  FOURTH    CLASS I
 JY1700
 JY1700.The horizontal coordinates were established by GPS observations
 JY1700.and adjusted by the National Geodetic Survey in April 1998..
 JY1700
 JY1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1700
 JY1700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1700
 JY1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1700
 JY1700.The ellipsoidal height was determined by GPS observations
 JY1700.and is referenced to NAD 83.
 JY1700
 JY1700.The geoid height was determined by GEOID03.
 JY1700
 JY1700;                    North         East     Units Scale Factor Converg.
 JY1700;SPC OH S     -   178,273.245   570,906.610   MT  0.99994333   -0 12 53.9
 JY1700;UTM  17      - 4,385,574.099   342,137.835   MT  0.99990682   -1 10 20.8
 JY1700
 JY1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1700!SPC OH S     -   0.99995926  x   0.99994333  =   0.99990260
 JY1700!UTM  17      -   0.99995926  x   0.99990682  =   0.99986609
 JY1700
 JY1700                          SUPERSEDED SURVEY CONTROL
 JY1700
 JY1700  ELLIP H (04/01/98)  259.69   (m)                       GP(       ) 4 1
 JY1700  NAD 83(1986)-  39 36 19.34826(N)    082 50 19.59165(W) AD(       ) 2
 JY1700  NGVD 29 (08/31/92)  294.1    (m)          965.     (f) GPS OBS        
 JY1700
 JY1700.Superseded values are not recommended for survey control.
 JY1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1700.See file dsdata.txt to determine how the superseded data were derived.
 JY1700
 JY1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD4213885574(NAD 83)
 JY1700_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1700_SP_SET: CONCRETE POST
 JY1700_STAMPING: CC 44 1991
 JY1700_MARK LOGO: FCA   
 JY1700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1700+STABILITY: SURFACE MOTION
 JY1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1700+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1700
 JY1700  HISTORY     - Date     Condition        Report By
 JY1700  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1700
 JY1700                          STATION DESCRIPTION
 JY1700
 JY1700'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1700'STATION CC 44 IS LOCATED ON THE WEST SIDE OF THE TOWN OF STOUTSVILLE
 JY1700'IN CLEARCREEK TOWNSHIP IN FAIRFIELD COUNTY, OHIO AT THE SOUTHWEST
 JY1700'CORNER OF THE INTERSECTION OF WINCHESTER-NORTHERN ROAD (S.R. 674) AND
 JY1700'STOUTSVILLE PIKE. STATION IS 34.4 FT (10.5 M) SOUTH OF CENTERLINE OF
 JY1700'STOUTSVILLE PIKE, 28.0 FT (8.5 M) WEST OF CENTERLINE OF S.R. 674 AND
 JY1700'8.0 FT (2.4 M) SOUTHEAST OF A POWER POLE LOCATED AT THE SOUTHWEST
 JY1700'CORNER OF STOUTSVILLE PIKE AND S.R. 674. MARK IS A CONCRETE MONUMENT
 JY1700'WITH ALUMINUM DISK SET 0.1 FT (0.0 M) BELOW GROUND AND STAMPED
 JY1700'FAIRFIELD COUNTY AUDITOR CC 44 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1701 ***********************************************************************
 JY1701  DESIGNATION -  CC 45
 JY1701  PID         -  JY1701
 JY1701  STATE/COUNTY-  OH/FAIRFIELD
 JY1701  USGS QUAD   -  STOUTSVILLE (1992)
 JY1701
 JY1701                         *CURRENT SURVEY CONTROL
 JY1701  ___________________________________________________________________
 JY1701* NAD 83(1995)-  39 33 40.66627(N)    082 50 25.79214(W)     ADJUSTED  
 JY1701* NAVD 88     -       257.9    (meters)     846.     (feet)  VERTCON   
 JY1701  ___________________________________________________________________
 JY1701  X           -     613,693.566 (meters)                     COMP
 JY1701  Y           -  -4,885,654.084 (meters)                     COMP
 JY1701  Z           -   4,040,694.865 (meters)                     COMP
 JY1701  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 JY1701  ELLIP HEIGHT-         223.60  (meters)          (10/07/05) GPS OBS
 JY1701  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JY1701
 JY1701  HORZ ORDER  -  FIRST
 JY1701  ELLP ORDER  -  FOURTH    CLASS I
 JY1701
 JY1701.The horizontal coordinates were established by GPS observations
 JY1701.and adjusted by the National Geodetic Survey in April 1998..
 JY1701
 JY1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1701
 JY1701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1701
 JY1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1701
 JY1701.The ellipsoidal height was determined by GPS observations
 JY1701.and is referenced to NAD 83.
 JY1701
 JY1701.The geoid height was determined by GEOID03.
 JY1701
 JY1701;                    North         East     Units Scale Factor Converg.
 JY1701;SPC OH S     -   173,380.450   570,740.166   MT  0.99994066   -0 12 57.8
 JY1701;UTM  17      - 4,380,684.936   341,889.708   MT  0.99990779   -1 10 20.9
 JY1701
 JY1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1701!SPC OH S     -   0.99996492  x   0.99994066  =   0.99990558
 JY1701!UTM  17      -   0.99996492  x   0.99990779  =   0.99987271
 JY1701
 JY1701                          SUPERSEDED SURVEY CONTROL
 JY1701
 JY1701  ELLIP H (04/01/98)  223.63   (m)                       GP(       ) 4 1
 JY1701  NAD 83(1986)-  39 33 40.67266(N)    082 50 25.79553(W) AD(       ) 1
 JY1701  NGVD 29 (08/31/92)  258.1    (m)          847.     (f) GPS OBS        
 JY1701
 JY1701.Superseded values are not recommended for survey control.
 JY1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1701.See file dsdata.txt to determine how the superseded data were derived.
 JY1701
 JY1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD4189080685(NAD 83)
 JY1701_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1701_SP_SET: CONCRETE POST
 JY1701_STAMPING: CC 45 1991
 JY1701_MARK LOGO: FCA   
 JY1701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1701+STABILITY: SURFACE MOTION
 JY1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1701+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1701
 JY1701  HISTORY     - Date     Condition        Report By
 JY1701  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1701
 JY1701                          STATION DESCRIPTION
 JY1701
 JY1701'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1701'STATION CC 45 IS LOCATED ON THE SOUTHWEST CORNER OF CLEARCREEK
 JY1701'TOWNSHIP IN FAIRFIELD COUNTY, OHIO ALONG THE SOUTH SIDE OF TARLTON
 JY1701'ROAD, 0.35 MI (0.56 KM) WEST OF DRESBACH CHURCH LOCATED ON THE NORTH
 JY1701'SIDE OF TARLTON ROAD AND 200 FT (61.0 M) EAST OF ZANE TRAIL ROAD.
 JY1701'STATION IS 7.4 FT (2.3 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF
 JY1701'TARLTON ROAD, 7.3 FT (2.2 M) NORTH OF A POWER POLE LOCATED ON THE
 JY1701'SOUTH SIDE OF THE SAID TARLTON ROAD AND 103.0 FT (31.4 M) WEST OF A
 JY1701'MAIL BOX NO. 11800 ON THE SOUTH SIDE OF THE SAID TARLTON ROAD. MARK
 JY1701'IS A CONCRETE MONUMENT WITH ALUMINUM DISK SET 2 INCHES BELOW GROUND
 JY1701'AND STAMPED FAIRFIELD COUNTY AUDITOR CC 45 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1702 ***********************************************************************
 JY1702  DESIGNATION -  CC 46
 JY1702  PID         -  JY1702
 JY1702  STATE/COUNTY-  OH/FAIRFIELD
 JY1702  USGS QUAD   -  STOUTSVILLE (1992)
 JY1702
 JY1702                         *CURRENT SURVEY CONTROL
 JY1702  ___________________________________________________________________
 JY1702* NAD 83(1995)-  39 33 33.89734(N)    082 48 25.21714(W)     ADJUSTED  
 JY1702* NAVD 88     -       289.8    (meters)     951.     (feet)  VERTCON   
 JY1702  ___________________________________________________________________
 JY1702  X           -     616,569.152 (meters)                     COMP
 JY1702  Y           -  -4,885,450.706 (meters)                     COMP
 JY1702  Z           -   4,040,554.138 (meters)                     COMP
 JY1702  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 JY1702  ELLIP HEIGHT-         255.35  (meters)          (10/07/05) GPS OBS
 JY1702  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JY1702
 JY1702  HORZ ORDER  -  FIRST
 JY1702  ELLP ORDER  -  FOURTH    CLASS I
 JY1702
 JY1702.The horizontal coordinates were established by GPS observations
 JY1702.and adjusted by the National Geodetic Survey in April 1998..
 JY1702
 JY1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1702
 JY1702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1702
 JY1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1702
 JY1702.The ellipsoidal height was determined by GPS observations
 JY1702.and is referenced to NAD 83.
 JY1702
 JY1702.The geoid height was determined by GEOID03.
 JY1702
 JY1702;                    North         East     Units Scale Factor Converg.
 JY1702;SPC OH S     -   173,161.386   573,617.587   MT  0.99994056   -0 11 41.3
 JY1702;UTM  17      - 4,380,417.888   344,762.962   MT  0.99989670   -1 09 03.9
 JY1702
 JY1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1702!SPC OH S     -   0.99995994  x   0.99994056  =   0.99990050
 JY1702!UTM  17      -   0.99995994  x   0.99989670  =   0.99985664
 JY1702
 JY1702                          SUPERSEDED SURVEY CONTROL
 JY1702
 JY1702  ELLIP H (04/01/98)  255.38   (m)                       GP(       ) 4 1
 JY1702  NAD 83(1986)-  39 33 33.90372(N)    082 48 25.22067(W) AD(       ) 1
 JY1702  NGVD 29 (08/31/92)  289.9    (m)          951.     (f) GPS OBS        
 JY1702
 JY1702.Superseded values are not recommended for survey control.
 JY1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1702.See file dsdata.txt to determine how the superseded data were derived.
 JY1702
 JY1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD4476380418(NAD 83)
 JY1702_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1702_SP_SET: CONCRETE POST
 JY1702_STAMPING: CC 46 1991
 JY1702_MARK LOGO: FCA   
 JY1702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1702+STABILITY: SURFACE MOTION
 JY1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1702+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1702
 JY1702  HISTORY     - Date     Condition        Report By
 JY1702  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1702
 JY1702                          STATION DESCRIPTION
 JY1702
 JY1702'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1702'STATION CC 46 IS LOCATED ON THE SOUTH SIDE OF CLEARCREEK TOWNSHIP IN
 JY1702'FAIRFIELD COUNTY, OHIO ALONG THE NORTH SIDE OF TARLTON ROAD AND 150
 JY1702'FT (45.7 M) WEST OF VALENTINE ROAD. STATION IS 6.8 FT (2.1 M) NORTH
 JY1702'OF THE NORTH EDGE OF PAVEMENT OF TARLTON ROAD, 4.2 FT (1.3 M) SOUTH
 JY1702'OF A POWER POLE LOCATED ON THE NORTH SIDE OF THE SAID TARLTON ROAD
 JY1702'AND 55.1 FT (16.8 M) NORTHEAST OF A TELEPHONE POLE ON THE SOUTH SIDE
 JY1702'OF THE SAID TARLTON ROAD. MARK IS A CONCRETE MONUMENT WITH ALUMINUM
 JY1702'DISK AND STAMPED FAIRFIELD COUNTY AUDITOR CC 46 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1703 ***********************************************************************
 JY1703  DESIGNATION -  CC 47
 JY1703  PID         -  JY1703
 JY1703  STATE/COUNTY-  OH/FAIRFIELD
 JY1703  USGS QUAD   -  STOUTSVILLE (1992)
 JY1703
 JY1703                         *CURRENT SURVEY CONTROL
 JY1703  ___________________________________________________________________
 JY1703* NAD 83(1995)-  39 33 25.24487(N)    082 46 20.63924(W)     ADJUSTED  
 JY1703* NAVD 88     -       290.7    (meters)     954.     (feet)  VERTCON   
 JY1703  ___________________________________________________________________
 JY1703  X           -     619,541.173 (meters)                     COMP
 JY1703  Y           -  -4,885,246.676 (meters)                     COMP
 JY1703  Z           -   4,040,348.937 (meters)                     COMP
 JY1703  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 JY1703  ELLIP HEIGHT-         256.20  (meters)          (10/07/05) GPS OBS
 JY1703  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JY1703
 JY1703  HORZ ORDER  -  FIRST
 JY1703  ELLP ORDER  -  FOURTH    CLASS I
 JY1703
 JY1703.The horizontal coordinates were established by GPS observations
 JY1703.and adjusted by the National Geodetic Survey in April 1998..
 JY1703
 JY1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1703
 JY1703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1703
 JY1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1703
 JY1703.The ellipsoidal height was determined by GPS observations
 JY1703.and is referenced to NAD 83.
 JY1703
 JY1703.The geoid height was determined by GEOID03.
 JY1703
 JY1703;                    North         East     Units Scale Factor Converg.
 JY1703;SPC OH S     -   172,885.015   576,590.546   MT  0.99994043   -0 10 22.2
 JY1703;UTM  17      - 4,380,091.958   347,730.748   MT  0.99988547   -1 07 44.3
 JY1703
 JY1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1703!SPC OH S     -   0.99995981  x   0.99994043  =   0.99990024
 JY1703!UTM  17      -   0.99995981  x   0.99988547  =   0.99984528
 JY1703
 JY1703                          SUPERSEDED SURVEY CONTROL
 JY1703
 JY1703  ELLIP H (04/01/98)  256.23   (m)                       GP(       ) 4 1
 JY1703  NAD 83(1986)-  39 33 25.25139(N)    082 46 20.64300(W) AD(       ) 1
 JY1703  NGVD 29 (08/31/92)  290.9    (m)          954.     (f) GPS OBS        
 JY1703
 JY1703.Superseded values are not recommended for survey control.
 JY1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1703.See file dsdata.txt to determine how the superseded data were derived.
 JY1703
 JY1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD4773180092(NAD 83)
 JY1703_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1703_SP_SET: CONCRETE POST
 JY1703_STAMPING: CC 47 1991
 JY1703_MARK LOGO: FCA   
 JY1703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1703+STABILITY: SURFACE MOTION
 JY1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1703+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1703
 JY1703  HISTORY     - Date     Condition        Report By
 JY1703  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1703
 JY1703                          STATION DESCRIPTION
 JY1703
 JY1703'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1703'STATION CC 47 IS LOCATED ON THE SOUTH SIDE OF CLEARCREEK TOWNSHIP IN
 JY1703'FAIRFIELD COUNTY, OHIO ALONG THE NORTH SIDE OF TARLTON ROAD AND 200
 JY1703'FT (61.0 M) WEST OF THE TARLTON CITY LIMIT SIGN. TO REACH THE STATION
 JY1703'FROM THE INTERSECTION OF CHILLICOTHE-LANCASTER ROAD ( S.R. 159) AND
 JY1703'TARLTON ROAD, GO EAST ALONG TARLTON ROAD FOR 0.25 MI (0.40 KM) TO THE
 JY1703'STATION. STATION IS 8.5 FT (2.6 M) NORTHWEST OF THE NORTHWEST EDGE OF
 JY1703'PAVEMENT OF TARLTON ROAD, 6.4 FT (2.0 M) SOUTHEAST OF A FENCE CORNER
 JY1703'LOCATED ON HOUSE NO. 8130 ON THE NORTH SIDE OF THE SAID TARLTON ROAD
 JY1703'AND 39.6 FT (12.1 M) NORTHWEST OF A TELEPHONE POLE ON THE SOUTH SIDE
 JY1703'OF THE SAID TARLTON ROAD. MARK IS A CONCRETE MONUMENT WITH ALUMINUM
 JY1703'DISK SET 1 INCH BELOW GROUND AND STAMPED FAIRFIELD COUNTY AUDITOR CC
 JY1703'47 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1704 ***********************************************************************
 JY1704  DESIGNATION -  CC 48
 JY1704  PID         -  JY1704
 JY1704  STATE/COUNTY-  OH/FAIRFIELD
 JY1704  USGS QUAD   -  CLEARPORT (1994)
 JY1704
 JY1704                         *CURRENT SURVEY CONTROL
 JY1704  ___________________________________________________________________
 JY1704* NAD 83(1995)-  39 33 18.61189(N)    082 43 53.59955(W)     ADJUSTED  
 JY1704* NAVD 88     -       298.4    (meters)     979.     (feet)  VERTCON   
 JY1704  ___________________________________________________________________
 JY1704  X           -     623,040.783 (meters)                     COMP
 JY1704  Y           -  -4,884,938.867 (meters)                     COMP
 JY1704  Z           -   4,040,196.083 (meters)                     COMP
 JY1704  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 JY1704  ELLIP HEIGHT-         263.85  (meters)          (10/07/05) GPS OBS
 JY1704  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JY1704
 JY1704  HORZ ORDER  -  FIRST
 JY1704  ELLP ORDER  -  FOURTH    CLASS I
 JY1704
 JY1704.The horizontal coordinates were established by GPS observations
 JY1704.and adjusted by the National Geodetic Survey in April 1998..
 JY1704
 JY1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1704
 JY1704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1704
 JY1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1704
 JY1704.The ellipsoidal height was determined by GPS observations
 JY1704.and is referenced to NAD 83.
 JY1704
 JY1704.The geoid height was determined by GEOID03.
 JY1704
 JY1704;                    North         East     Units Scale Factor Converg.
 JY1704;SPC OH S     -   172,670.668   580,100.090   MT  0.99994034   -0 08 48.9
 JY1704;UTM  17      - 4,379,819.100   351,236.011   MT  0.99987247   -1 06 10.4
 JY1704
 JY1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1704!SPC OH S     -   0.99995861  x   0.99994034  =   0.99989895
 JY1704!UTM  17      -   0.99995861  x   0.99987247  =   0.99983108
 JY1704
 JY1704                          SUPERSEDED SURVEY CONTROL
 JY1704
 JY1704  ELLIP H (04/01/98)  263.88   (m)                       GP(       ) 4 1
 JY1704  NAD 83(1986)-  39 33 18.61818(N)    082 43 53.60326(W) AD(       ) 1
 JY1704  NGVD 29 (08/31/92)  298.5    (m)          979.     (f) GPS OBS        
 JY1704
 JY1704.Superseded values are not recommended for survey control.
 JY1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1704.See file dsdata.txt to determine how the superseded data were derived.
 JY1704
 JY1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD5123679819(NAD 83)
 JY1704_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1704_SP_SET: CONCRETE POST
 JY1704_STAMPING: CC 48 1991
 JY1704_MARK LOGO: FCA   
 JY1704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1704+STABILITY: SURFACE MOTION
 JY1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1704+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1704
 JY1704  HISTORY     - Date     Condition        Report By
 JY1704  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1704
 JY1704                          STATION DESCRIPTION
 JY1704
 JY1704'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1704'STATION CC 48 IS LOCATED ON THE SOUTHEAST CORNER OF CLEARCREEK
 JY1704'TOWNSHIP IN FAIRFIELD COUNTY, OHIO ALONG THE SOUTHWEST SIDE OF SWAIN
 JY1704'ROAD AND 500 FT (152.4 M) NORTHWEST OF THE FAIRFIELD-HOCKING COUNTY
 JY1704'LINE. TO REACH THE STATION FROM THE INTERSECTION OF
 JY1704'CHILLICOTHE-LANCASTER ROAD ( S.R. 159) AND JULIAN ROAD, GO EAST ALONG
 JY1704'JULIAN ROAD FOR 1.2 MI (1.9 KM) TO HEIGLE ROAD. TURN SOUTH ON HEIGLE
 JY1704'ROAD FOR 0.5 MI (0.8 KM) THEN CONTINUE WESTWARD FOR 0.4 MI (0.6 KM)
 JY1704'TO MOUGLEY ROAD. TURN SOUTH ON MOUGLEY ROAD FOR 0.8 MI (1.3 KM) TO
 JY1704'PINE GROVE ROAD. TURN EAST ON PINE GROVE ROAD FOR 0.5 MI (0.8 KM) TO
 JY1704'SWAIN ROAD. TURN SOUTH ON SWAIN ROAD FOR 1.3 MI (2.1 KM) TO THE
 JY1704'STATION. STATION IS 13.4 FT (4.1 M) SOUTHWEST OF CENTERLINE OF SWAIN
 JY1704'ROAD, 37.4 FT (11.4 M) WEST OF AN 18 INCH WALLNUT TREE LOCATED ON THE
 JY1704'EAST SIDE OF THE SAID SWAIN ROAD AND 20.8 FT (6.3 M) NORTHWEST OF A
 JY1704'POST ON THE SOUTH SIDE OF THE SAID SWAIN ROAD. MARK IS A CONCRETE
 JY1704'MONUMENT WITH ALUMINUM DISK SET 2 INCHES BELOW GROUND AND STAMPED
 JY1704'FAIRFIELD COUNTY AUDITOR CC 48 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6070 ***********************************************************************
 AB6070  CBN         -  This is a Cooperative Base Network Control Station.
 AB6070  PACS        -  This is a Primary Airport Control Station.
 AB6070  DESIGNATION -  CDI A
 AB6070  PID         -  AB6070
 AB6070  STATE/COUNTY-  OH/GUERNSEY
 AB6070  USGS QUAD   -  BYESVILLE (1994)
 AB6070
 AB6070                         *CURRENT SURVEY CONTROL
 AB6070  ___________________________________________________________________
 AB6070* NAD 83(1995)-  39 58 32.29853(N)    081 34 40.18132(W)     ADJUSTED  
 AB6070* NAVD 88     -       243.04   (meters)     797.4    (feet)  GPS OBS   
 AB6070  ___________________________________________________________________
 AB6070  X           -     716,892.595 (meters)                     COMP
 AB6070  Y           -  -4,841,821.409 (meters)                     COMP
 AB6070  Z           -   4,076,047.462 (meters)                     COMP
 AB6070  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AB6070  ELLIP HEIGHT-         209.17  (meters)          (03/08/05) GPS OBS
 AB6070  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AB6070
 AB6070  HORZ ORDER  -  B
 AB6070  ELLP ORDER  -  FOURTH    CLASS II
 AB6070
 AB6070.This mark is at Cambridge Municipal Airport (CDI)
 AB6070
 AB6070.The horizontal coordinates were established by GPS observations
 AB6070.and adjusted by the National Geodetic Survey in August 1996..
 AB6070
 AB6070.The orthometric height was determined by GPS observations and a
 AB6070.high-resolution geoid model.
 AB6070
 AB6070.GPS derived orthometric heights for airport stations designated as
 AB6070.PACS or SACS are published to 2 decimal places.  This maintains
 AB6070.centimeter relative accuracy between the PACS and SACS.  It does
 AB6070.not indicate centimeter accuracy relative to other marks which are
 AB6070.part of the NAVD 88 network.
 AB6070
 AB6070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6070
 AB6070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6070
 AB6070.The ellipsoidal height was determined by GPS observations
 AB6070.and is referenced to NAD 83.
 AB6070
 AB6070.The geoid height was determined by GEOID03.
 AB6070
 AB6070;                    North         East     Units Scale Factor Converg.
 AB6070;SPC OH S     -   219,730.212   678,773.561   MT  0.99998910   +0 35 06.5
 AB6070;UTM  17      - 4,425,213.182   450,659.092   MT  0.99962997   -0 22 16.5
 AB6070
 AB6070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6070!SPC OH S     -   0.99996719  x   0.99998910  =   0.99995629
 AB6070!UTM  17      -   0.99996719  x   0.99962997  =   0.99959717
 AB6070
 AB6070:                Primary Azimuth Mark                     Grid Az
 AB6070:SPC OH S     -  CAMPORT AZ MK                            207 17 36.9
 AB6070:UTM  17      -  CAMPORT AZ MK                            208 14 59.9
 AB6070
 AB6070|---------------------------------------------------------------------|
 AB6070| PID    Reference Object                     Distance      Geod. Az  |
 AB6070|                                                           dddmmss.s |
 AB6070| JX2259 CAMPORT AZ MK                       435.623 METERS 2075243.4 |
 AB6070|---------------------------------------------------------------------|
 AB6070
 AB6070                          SUPERSEDED SURVEY CONTROL
 AB6070
 AB6070  ELLIP H (08/20/96)  209.21   (m)                       GP(       ) 4 2
 AB6070
 AB6070.Superseded values are not recommended for survey control.
 AB6070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6070.See file dsdata.txt to determine how the superseded data were derived.
 AB6070
 AB6070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME5065925213(NAD 83)
 AB6070_MARKER: DD = SURVEY DISK
 AB6070_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB6070_STAMPING: CDI A 1995
 AB6070_MARK LOGO: OHDT  
 AB6070_PROJECTION: FLUSH
 AB6070_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6070+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1995
 AB6070_ROD/PIPE-DEPTH: 10.0 meters
 AB6070
 AB6070  HISTORY     - Date     Condition        Report By
 AB6070  HISTORY     - 1995     MONUMENTED       OHDT
 AB6070  HISTORY     - 19950823 GOOD             NGS
 AB6070
 AB6070                          STATION DESCRIPTION
 AB6070
 AB6070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6070'THE STATION IS LOCATED ABOUT 4.82 KM (3.00 MI) SOUTH OF CAMBRIDGE, AT
 AB6070'THE CAMBRIDGE MUNICIPAL AIRPORT.  IN THE GRASS, NEAR THE SOUTH CORNER
 AB6070'OF THE APRON, 1.0 M (3.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AB6070'APRON.  OWNERSHIP--CITY OF CAMBRIDGE, CITY HALL, CAMBRIDGE, OH. 43725.
 AB6070'AIRPORT MANAGER PAT HEAVILIN, PHONE 614-439-2885.  TO REACH THE
 AB6070'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I-70 AND STATE HIGHWAY
 AB6070'209 (EXIT 178) ON THE SOUTH SIDE OF CAMBRIDGE, GO SOUTHERLY 1.95 KM
 AB6070'(1.20 MI) ALONG HIGHWAY 209, TO STATE HIGHWAY 660 ON THE RIGHT.  TURN
 AB6070'RIGHT, SOUTHWEST, 0.83 KM (0.50 MI) TO THE AIRPORT ENTRANCE ROAD ON
 AB6070'THE LEFT.  TURN LEFT, SOUTHEAST, 0.04 KM (0.00 MI) ALONG ENTRANCE
 AB6070'ROAD, TO A ROAD RIGHT.  TURN RIGHT, SOUTHWEST, 0.07 KM (0.05 MI)
 AB6070'PASSING THROUGH GATE, AND ALONG NORTHWEST SIDE OF HANGAR, TO A PARKING
 AB6070'LOT.  TURN LEFT, SOUTHEAST, 0.03 KM (0.00 MI) TO THE APRON.  CONTINUE
 AB6070'ACROSS APRON 0.11 KM (0.05 MI) TO THE SOUTH CORNER OF THE APRON AND
 AB6070'THE STATION 1.0 M (3.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AB6070'APRON.  STATION IS 50.0 M (164.0 FT) SOUTHWEST OF THE TAXI CENTER, 4.0
 AB6070'M (13.1 FT) NORTH-NORTHEAST OF A TAXI LIGHT, 1.4 M (4.6 FT) EAST OF
 AB6070'THE SOUTH CORNER OF THE APRON, 1.0 M (3.3 FT) SOUTHEAST OF THE
 AB6070'SOUTHEAST EDGE OF THE APRON, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 AB6070'POST, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE APRON AND FLUSH WITH
 AB6070'THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB6070'5-INCH LOGO CAP.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9908 ***********************************************************************
 AD9908  SACS        -  This is a Secondary Airport Control Station.
 AD9908  DESIGNATION -  CDI B
 AD9908  PID         -  AD9908
 AD9908  STATE/COUNTY-  OH/GUERNSEY
 AD9908  USGS QUAD   -  BYESVILLE (1994)
 AD9908
 AD9908                         *CURRENT SURVEY CONTROL
 AD9908  ___________________________________________________________________
 AD9908* NAD 83(1995)-  39 58 46.28314(N)    081 34 24.51966(W)     ADJUSTED  
 AD9908* NAVD 88     -       242.79   (meters)     796.6    (feet)  GPS OBS   
 AD9908  ___________________________________________________________________
 AD9908  X           -     717,219.593 (meters)                     COMP
 AD9908  Y           -  -4,841,492.634 (meters)                     COMP
 AD9908  Z           -   4,076,377.834 (meters)                     COMP
 AD9908  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AD9908  ELLIP HEIGHT-         208.92  (meters)          (10/07/05) GPS OBS
 AD9908  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AD9908
 AD9908  HORZ ORDER  -  FIRST
 AD9908  ELLP ORDER  -  FIFTH     CLASS I
 AD9908
 AD9908.This mark is at Cambridge Municipal Airport (CDI)
 AD9908
 AD9908.The horizontal coordinates were established by GPS observations
 AD9908.and adjusted by the National Geodetic Survey in July 1997..
 AD9908
 AD9908.The orthometric height was determined by GPS observations and a
 AD9908.high-resolution geoid model.
 AD9908
 AD9908.GPS derived orthometric heights for airport stations designated as
 AD9908.PACS or SACS are published to 2 decimal places.  This maintains
 AD9908.centimeter relative accuracy between the PACS and SACS.  It does
 AD9908.not indicate centimeter accuracy relative to other marks which are
 AD9908.part of the NAVD 88 network.
 AD9908
 AD9908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9908
 AD9908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9908
 AD9908.The ellipsoidal height was determined by GPS observations
 AD9908.and is referenced to NAD 83.
 AD9908
 AD9908.The geoid height was determined by GEOID03.
 AD9908
 AD9908;                    North         East     Units Scale Factor Converg.
 AD9908;SPC OH S     -   220,165.314   679,140.746   MT  0.99998980   +0 35 16.4
 AD9908;UTM  17      - 4,425,641.941   451,033.354   MT  0.99962952   -0 22 06.5
 AD9908
 AD9908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9908!SPC OH S     -   0.99996723  x   0.99998980  =   0.99995703
 AD9908!UTM  17      -   0.99996723  x   0.99962952  =   0.99959676
 AD9908
 AD9908                          SUPERSEDED SURVEY CONTROL
 AD9908
 AD9908  ELLIP H (07/01/97)  208.96   (m)                       GP(       ) 5 1
 AD9908
 AD9908.Superseded values are not recommended for survey control.
 AD9908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9908.See file dsdata.txt to determine how the superseded data were derived.
 AD9908
 AD9908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME5103325642(NAD 83)
 AD9908_MARKER: DD = SURVEY DISK
 AD9908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD9908_SP_SET: VASI LIGHT BASE
 AD9908_STAMPING: CDI B 1995
 AD9908_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9908+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9908
 AD9908  HISTORY     - Date     Condition        Report By
 AD9908  HISTORY     - 1995     MONUMENTED       NGS
 AD9908
 AD9908                          STATION DESCRIPTION
 AD9908
 AD9908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9908'THE STATION IS LOCATED ABOUT 4.82 KM (3.00 MI) SOUTH OF CAMBRIDGE, AT
 AD9908'THE CAMBRIDGE MUNICIPAL AIRPORT.  NEAR THE NORTHEAST END OF RUNWAY END
 AD9908'22, ALONG THE SOUTHEAST EDGE OF THE RUNWAY, NEAR THE SOUTH CONCRETE
 AD9908'CORNER OF THE MOST NORTHEASTERLY 1 OF 2 VASI LIGHT BASE.
 AD9908'OWNERSHIP--CITY OF CAMBRIDGE, CITY HALL, CAMBRIDGE, OH.  43725.
 AD9908'AIRPORT MANAGER PAT HEAVILIN, PHONE 614-439-2885.  NOTE--THIS STATION
 AD9908'WAS SELECTED AS A (SACS) , AND IS A 1 AND 3/16-INCH SURVEY DISK.  TO
 AD9908'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I-70 AND
 AD9908'STATE HIGHWAY 209 (EXIT 178) ON THE SOUTH SIDE OF CAMBRIDGE, GO
 AD9908'SOUTHERLY 1.95 KM (1.20 MI) ALONG HIGHWAY 209, TO STATE HIGHWAY 660 ON
 AD9908'THE RIGHT.  TURN RIGHT, SOUTHWEST, 0.83 KM (0.50 MI) TO THE AIRPORT
 AD9908'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST, 0.04 KM (0.00 MI)
 AD9908'ALONG ENTRANCE ROAD, TO A ROAD RIGHT.  TURN RIGHT, SOUTHWEST, 0.07 KM
 AD9908'(0.05 MI) PASSING THROUGH GATE, AND ALONG NORTHWEST SIDE OF HANGAR, TO
 AD9908'A PARKING LOT.  TURN LEFT, SOUTHEAST, 0.03 KM (0.00 MI) TO THE APRON.
 AD9908'CONTINUE ACROSS APRON AND TAXI 0.15 KM (0.10 MI) TO THE RUNWAY.  TURN
 AD9908'LEFT, NORTHEAST, 0.511 KM (0.30 MI) ALONG RUNWAY TO THE STATION ON THE
 AD9908'RIGHT.  STATION IS 47.4 M (155.5 FT) SOUTH OF THE EAST CORNER OF THE
 AD9908'RUNWAY, 21.6 M (70.9 FT) SOUTHEAST OF THE RUNWAY CENTERLINE, 13.1 M
 AD9908'(43.0 FT) EAST OF THE MOST NORTHEASTERLY RUNWAY LIGHT, 0.2 M (0.7 FT)
 AD9908'NORTH OF THE SOUTH CONCRETE CORNER OF THE VASI LIGHT BASE.  BY R.G.
 AD9908'HAYES THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0458 ***********************************************************************
 MD0458  DESIGNATION -  CECIL
 MD0458  PID         -  MD0458
 MD0458  STATE/COUNTY-  OH/PAULDING
 MD0458  USGS QUAD   -  PAULDING (1977)
 MD0458
 MD0458                         *CURRENT SURVEY CONTROL
 MD0458  ___________________________________________________________________
 MD0458* NAD 83(1995)-  41 13 03.60881(N)    084 34 58.97433(W)     ADJUSTED  
 MD0458* NAVD 88     -       218.860  (meters)     718.04   (feet)  ADJUSTED  
 MD0458  ___________________________________________________________________
 MD0458  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 MD0458  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MD0458  DYNAMIC HT  -         218.770 (meters)     717.75  (feet)  COMP
 MD0458  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 MD0458
 MD0458  HORZ ORDER  -  FIRST
 MD0458  VERT ORDER  -  SECOND    CLASS 0
 MD0458
 MD0458.The horizontal coordinates were established by classical geodetic methods
 MD0458.and adjusted by the National Geodetic Survey in April 1998..
 MD0458
 MD0458.The orthometric height was determined by differential leveling
 MD0458.and adjusted by the National Geodetic Survey in June 1991..
 MD0458.WARNING-Repeat measurements at this control monument indicate possible
 MD0458.vertical movement.
 MD0458
 MD0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0458
 MD0458.The geoid height was determined by GEOID03.
 MD0458
 MD0458.The dynamic height is computed by dividing the NAVD 88
 MD0458.geopotential number by the normal gravity value computed on the
 MD0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0458.degrees latitude (g = 980.6199 gals.).
 MD0458
 MD0458.The modeled gravity was interpolated from observed gravity values.
 MD0458
 MD0458;                    North         East     Units Scale Factor Converg.
 MD0458;SPC OH N     -   174,318.920   425,346.813   MT  0.99994256   -1 22 06.5
 MD0458;SPC IN E     -   663,297.085   190,867.521   MT  1.00006825   +0 42 50.6
 MD0458;SPC IN E     - 2,176,167.19    626,204.53   sFT  1.00006825   +0 42 50.6
 MD0458;UTM  16      - 4,565,737.566   702,607.160   MT  1.00010523   +1 35 35.2
 MD0458
 MD0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0458!SPC OH N     -   0.99997099  x   0.99994256  =   0.99991355
 MD0458!SPC IN E     -   0.99997099  x   1.00006825  =   1.00003924
 MD0458!UTM  16      -   0.99997099  x   1.00010523  =   1.00007622
 MD0458
 MD0458|---------------------------------------------------------------------|
 MD0458| PID    Reference Object                     Distance      Geod. Az  |
 MD0458|                                                           dddmmss.s |
 MD0458| MD0456 CECIL RM 1                           35.713 METERS 00441     |
 MD0458| MD1777 SHERWOOD MUNICIPAL TANK             APPROX. 8.0 KM 0162907.8 |
 MD0458| MD1407 SIMPSON                              38.384 METERS 13355     |
 MD0458| MD1765 MELROSE                             APPROX.19.5 KM 1352502.7 |
 MD0458| MD1784 PAULDING MUNICIPAL TANK             APPROX. 8.6 KM 1803646.6 |
 MD0458| MD1783 PAULDING COLUMBIA BEET STACK        APPROX. 9.5 KM 1831107.1 |
 MD0458| MD1781 PAULDING COLUMBIA BEET TANK         APPROX. 9.6 KM 1831432.2 |
 MD0458| MD0459 CECIL AZ MK                                        1880103.1 |
 MD0458| MD1782 PAULDING PORTLAND CEMENT STACK      APPROX. 4.7 KM 2053023.0 |
 MD0458| MD1789 BELL TEL MICROWAVE NW PAULDING      APPROX. 5.7 KM 2203444.8 |
 MD0458| MD0457 CECIL RM 2                           30.706 METERS 24732     |
 MD0458| MD1788 ANTWERP MUNICIPAL TANK              APPROX.13.7 KM 2523631.6 |
 MD0458|---------------------------------------------------------------------|
 MD0458
 MD0458                          SUPERSEDED SURVEY CONTROL
 MD0458
 MD0458  NAD 83(1986)-  41 13 03.61202(N)    084 34 58.99060(W) AD(       ) 1
 MD0458  NAD 27      -  41 13 03.43100(N)    084 34 59.16900(W) AD(       ) 1
 MD0458  NGVD 29 (??/??/92)  219.001  (m)          718.51   (f) ADJ UNCH    2 0
 MD0458
 MD0458.Superseded values are not recommended for survey control.
 MD0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0458.See file dsdata.txt to determine how the superseded data were derived.
 MD0458
 MD0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL0260765738(NAD 83)
 MD0458_MARKER: DS = TRIANGULATION STATION DISK
 MD0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0458_STAMPING: CECIL 1932
 MD0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0458+STABILITY: SURFACE MOTION
 MD0458
 MD0458  HISTORY     - Date     Condition        Report By
 MD0458  HISTORY     - 1932     MONUMENTED       CGS
 MD0458  HISTORY     - 1943     SEE DESCRIPTION  CGS
 MD0458  HISTORY     - 1946     GOOD             NGS
 MD0458  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MD0458  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0458  HISTORY     - 1963     GOOD             NGS
 MD0458
 MD0458                          STATION DESCRIPTION
 MD0458
 MD0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 MD0458'THE STATION IS ABOUT 5.7 MILES N OF PAULDING, 1 MILE E OF THE
 MD0458'VILLAGE OF CECIL, NEAR THE E SIDE CENTER OF THE NW 1/4 SECTION
 MD0458'13, T. 3 N., R. 2 E., ON LAND BELONGING TO WILLIAM ROSS, WHO
 MD0458'WHO LIVES ABOUT 1/4 MILE SW OF THE STATION.  IT IS IN THE SE
 MD0458'CORNER OF A SMALL PATCH OF WOODS, 53 FEET W OF THE CENTER LINE
 MD0458'OF U.S. HIGHWAY 127, 28 FEET W OF THE W RIGHT-OF-WAY FENCE OF
 MD0458'THE SAME ROAD, 43 FEET N OF AN E-W WORM FENCE, AND ABOUT FEET
 MD0458'N OF AN E-W WORM FENCE, AND ABOUT 100 YARDS NW OF A LARGE
 MD0458'YELLOW FRAME FARMHOUSE.  THE SURFACE STATION IS ABOUT 1 FOOT
 MD0458'UNDER THE GROUND.
 MD0458'
 MD0458'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MD0458'DISKS SET IN CONCRETE.
 MD0458'
 MD0458'REFERENCE MARK 1 IS 44 FEET W OF THE CENTER LINE OF HIGHWAY
 MD0458'127, 20 FEET W OF THE W RIGHT-OF-WAY FENCE OF OF THE SAME
 MD0458'ROAD, AND ABOUT 170 FEET S OF THE NE CORNER OF THE GROVE
 MD0458'THE MARK IS 6 INCHES ABOVE THE GROUND.
 MD0458'
 MD0458'REFERENCE MARK 2 IS IN AN E-W WORM FENCELINE (SPLIT RAIL
 MD0458'FENCE), ABOUT 145 FEET W OF THE CENTER LINE OF HIGHWAY 127.
 MD0458'THE WORM FENCE IS THE S BOUNDARY OF THE GROVE OF TREES.
 MD0458'THE MARK IS 4 INCHES ABOVE THE GROUND.
 MD0458'
 MD0458'THE AZIMUTH MARK IS 1/2 FOOT N OF THE S RIGHT-OF-WAY FENCE OF
 MD0458'AN E-W SECTION-LINE ROAD, 15 FEET S OF THE CENTER LINE OF THE
 MD0458'SAME ROAD, 3 FEET W OF A POLE, ABOUT 80 FEET NW OF THE NW
 MD0458'NW CORNER OF A BROWN STAIN SHINGLE FARMHOUSE, AND ABOUT 150
 MD0458'FEET W OF THE JUNCTION OF THE SECTION-LINE ROAD WITH HIGHWAY
 MD0458'127.  THE MARK IS ABOUT 8 INCHES ABOVE THE GROUND.
 MD0458'
 MD0458'TO REACH THE STATION FROM PAULDING GO N ON HIGHWAY 127 5.6
 MD0458'MILES TO THE STATION ON THE W SIDE OF THE ROAD.
 MD0458
 MD0458                          STATION RECOVERY (1943)
 MD0458
 MD0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD0458'THE STATION WAS RECOVERED AS DESCRIBED IN 1932 AND ALL MARKS
 MD0458'WERE FOUND IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION OF
 MD0458'THE STATION FOLLOWS.
 MD0458'THE STATION IS LOCATED 0.75 MILE E OF THE SMALL VILLAGE OF
 MD0458'CECIL, ON LAND OWNED BY WILLIAM ROSS.  IT IS 55.4 FEET W OF THE
 MD0458'CENTER LINE OF U.S. HIGHWAY 127, 45.6 FEET N OF AN E-W
 MD0458'FENCELINE, 25.2 FEET W OF A N-S FENCELINE.
 MD0458'THE STATION IS 12 INCHES BELOW THE SURFACE OF THE
 MD0458'GROUND AND THE DISK IS STAMPED CECIL 1932.
 MD0458'
 MD0458'REFERENCE MARK 1 IS 35.575 METERS (117.19 FEET) N OF THE STATION,
 MD0458'47.4 FEET W OF THE
 MD0458'CENTER LINE OF U.S. HIGHWAY 127, 17.5
 MD0458'FEET W OF A N-S FENCELINE, ON THE E
 MD0458'EDGE OF A GROVE OF TREES.  THE
 MD0458'DISK IS STAMPED CECIL NO 1 1932.  NOTE 11A.
 MD0458'
 MD0458'REFERENCE MARK 2 IS 30.709 METERS (100.75 FEET) SW OF THE
 MD0458'STATION, 148 FEET
 MD0458'W OF THE CENTER LINE OF HIGHWAY 127, 3.2 FEET N
 MD0458'OF AN E-W FENCELINE.  THE DISK IS
 MD0458'STAMPED CECIL NO 2 1932.  NOTE
 MD0458'11A.
 MD0458'
 MD0458'THE AZIMUTH MARK IS 0.15 MILE S OF THE STATION, 18.4 FEET S
 MD0458'OF THE CENTER LINE
 MD0458'OF AN E-W ROAD, 5.2 FEET W OF A POWER-TRANSMISSION
 MD0458'LINE POLE 335.  THE DISK IS A BRONZE
 MD0458'REFERENCE DISK AND IT IS
 MD0458'STAMPED CECIL AZIMUTH 1932.  NOTE 11B.
 MD0458'
 MD0458'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 MD0458'STATE HIGHWAY 111
 MD0458'IN THE CITY OF DEFIANCE, GO W ON HIGHWAY 24 FOR
 MD0458'11.9 MILES TO THE JUNCTION OF
 MD0458'HIGHWAY 127, HERE TURN LEFT ON HIGHWAY
 MD0458'127 AND GO 1.8 MILES TO THE STATION ON THE RIGHT
 MD0458'AS DESCRIBED.
 MD0458'
 MD0458'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON HIGHWAY
 MD0458'127 FOR 0.15 MILE
 MD0458'TO A T-ROAD RIGHT, HERE TURN RIGHT AND GO 0.05
 MD0458'MILE AND MARK ON THE LEFT AS
 MD0458'DESCRIBED.
 MD0458
 MD0458                          STATION RECOVERY (1946)
 MD0458
 MD0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 MD0458'1.5 MI SE FROM CECIL.
 MD0458'FROM THE POST OFFICE AT CECIL DRIVE SOUTH 0.15 MILE ON PAULDING
 MD0458'COUNTY ROAD 105 (MAIN STREET OF CECIL) TO PAULDING COUNTY ROAD
 MD0458'216, TURN LEFT AND GO 1.0 MILE EAST OF U.S. HIGHWAY 127 AND TURN
 MD0458'LEFT AND GO 0.15 MILE NORTH TO MARK ON LEFT IN SMALL WOODS.
 MD0458'55 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET NORTH
 MD0458'OF THE EAST-WEST FENCE LINE, 25.5 FEET WEST OF THE RIGHT-OF-WAY
 MD0458'FENCE, 117.2 FEET SOUTH OF R.M. NO. 1, 100.7 FEET NORTHEAST OF
 MD0458'R.M. 2, AND SET IN THE TOP OF A CONCRETE POST ABOUT 8 INCHES
 MD0458'BELOW THE SURFACE OF THE GROUND.
 MD0458
 MD0458                          STATION RECOVERY (1958)
 MD0458
 MD0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MD0458'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 MD0458'DISTANCES TO AND
 MD0458'ANGLES BETWEEN AZIMUTH MARK AND REFERENCE MARKS
 MD0458'CHECKED AND VERIFIED.  DESCRIPTION
 MD0458'BY ARP IN 1943 RECOVERY NOTE
 MD0458'ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.
 MD0458'STATION IS LOCATED
 MD0458'76.0 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE.  REFERENCE MARK NO.
 MD0458'1 IS 15.9 FEET
 MD0458'NORTH OF A 12 INCH HICKORY TREE AND 10.2 FEET SOUTHEAST
 MD0458'OF A 14 INCH ASH TREE.
 MD0458'REFERENCE MARK NO. 2 IS 282 FEET SOUTHEAST OF
 MD0458'A 16 INCH ASH TREE.  AZIMUTH MARK IS 5.2
 MD0458'FEET WEST OF POWER POLE NO.
 MD0458'335-19.
 MD0458
 MD0458                          STATION RECOVERY (1963)
 MD0458
 MD0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD0458'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 MD0458'IN GOOD CONDITION.  THE DISTANCES TO
 MD0458'ALL MARKS CHECKED.  THE DIRECTION TO REFERENCE MARK 1 CHECKED.
 MD0458'THE DIRECTION TO REFERENCE MARK 2
 MD0458'DID NOT CHECK BY 2 MINUTES AND 36 SECONDS.  THE DIRECTION
 MD0458'TO THE AZIMUTH MARK DID NOT CHECK BY 13.2 SECONDS.
 MD0458'
 MD0458'A NEW DESCRIPTION FOLLOWS-
 MD0458'
 MD0458'THE STATION IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 127, ABOUT 5
 MD0458'MILES NORTH OF PAULDING,
 MD0458'ABOUT 0.75 MILE EAST OF THE SMALL VILLAGE OF CECIL, AND ON THE
 MD0458'PROPERTY OF MRS. EDITH ROSS.  IT IS
 MD0458'55 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 127, 55 FEET
 MD0458'SOUTH OF A 10 INCH TREE, 51 FEET NORTHEAST
 MD0458'OF A 14 INCH TREE, 52 FEET NORTHWEST OF A
 MD0458'FENCE CORNER, 46 FEET NORTH OF A WIRE FENCE, AND 26 FEET WEST
 MD0458'OF A WITNESS POST AND A WIRE
 MD0458'FENCE.  THE MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 MD0458'CECIL 1932.  NOTE 1A 7A.
 MD0458'
 MD0458'TO REACH FROM THE COURTHOUSE IN PAULDING, GO NORTH ON U.S. HIGHWAY
 MD0458'127 FOR 5.25 MILES TO A SIDE
 MD0458'ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON U.S.
 MD0458'HIGHWAY 127 FOR 0.15 MILE TO THE
 MD0458'STATION ON THE LEFT.
 MD0458'
 MD0458'REFERENCE MARK 1 IS 48 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 MD0458'127, 18 FEET WEST OF THE
 MD0458'WIRE FENCE, 17 FEET NORTHWEST OF A 12 INCH HICKORY TREE, AND 11 FEET
 MD0458'SOUTHEAST OF AN 18 INCH TREE.  THE
 MD0458'MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED
 MD0458'CECIL NO 1 1932.
 MD0458'
 MD0458'REFERENCE MARK 2 IS 35 FEET WEST OF A 14 INCH HICKORY TREE, 30 FEET
 MD0458'EAST OF A 16 INCH HICKORY
 MD0458'TREE, AND 3 FEET NORTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 6
 MD0458'INCHES AND THE DISK IS STAMPED
 MD0458'CECIL NO 2 1932.
 MD0458'
 MD0458'THE AZIMUTH MARK IS 150 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 MD0458'127 83 FEET NORTHWEST OF THE
 MD0458'NORTHWEST CORNER OF A FRAME HOUSE, 20 FEET EAST OF THE CENTERLINE OF
 MD0458'A DRIVEWAY, 19 FEET SOUTH OF THE
 MD0458'CENTERLINE OF COUNTY ROAD 216, AND 9 FEET WEST OF A
 MD0458'POWER POLE WITH A TRANSFORMER.  THE MONUMENT
 MD0458'PROJECTS 8 INCHES AND THE DISK IS STAMPED
 MD0458'CECIL 1932 AZIMUTH.
 MD0458'
 MD0458'A TRAVERSE TIE WAS MADE TO TRAVERSE STATION SIMPSON.  IT IS A
 MD0458'STANDARD TRAVERSE DISK
 MD0458'STAMPED SIMPSON 1963, SET IN THE TOP OF A 12 INCH MONUMENT WHICH IS
 MD0458'FLUSH WITH THE TOP OF AN 8 FOOT
 MD0458'CIRCLE OF WHITE CONCRETE.  IT IS 110 FEET NORTH OF THE CENTERLINE
 MD0458'OF A GRAVELED DRIVEWAY, 85 FEET
 MD0458'NORTHWEST OF THE NORTHWEST CORNER OF MR. SIMPSONS
 MD0458'HOUSE, 37 FEET EAST OF THE CENTERLINE OF U.S.
 MD0458'HIGHWAY 127, 12 FEET EAST OF THE EAST END
 MD0458'OF A CULVERT, AND 8 FEET NORTHEAST OF A POWER POLE GUY POLE.
 MD0458'
 MD0458'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD0458
 MD0458                          STATION RECOVERY (1963)
 MD0458
 MD0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MD0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0459 ***********************************************************************
 MD0459  DESIGNATION -  CECIL AZ MK
 MD0459  PID         -  MD0459
 MD0459  STATE/COUNTY-  OH/PAULDING
 MD0459  USGS QUAD   -  PAULDING (1977)
 MD0459
 MD0459                         *CURRENT SURVEY CONTROL
 MD0459  ___________________________________________________________________
 MD0459* NAD 83(1986)-  41 12 56.     (N)    084 34 59.     (W)     SCALED    
 MD0459* NAVD 88     -       219.727  (meters)     720.89   (feet)  ADJUSTED  
 MD0459  ___________________________________________________________________
 MD0459  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MD0459  DYNAMIC HT  -         219.637 (meters)     720.59  (feet)  COMP
 MD0459  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 MD0459
 MD0459  VERT ORDER  -  SECOND    CLASS 0
 MD0459
 MD0459.The horizontal coordinates were scaled from a topographic map and have
 MD0459.an estimated accuracy of +/- 6 seconds.
 MD0459
 MD0459.The orthometric height was determined by differential leveling
 MD0459.and adjusted by the National Geodetic Survey in June 1991..
 MD0459
 MD0459.The geoid height was determined by GEOID03.
 MD0459
 MD0459.The dynamic height is computed by dividing the NAVD 88
 MD0459.geopotential number by the normal gravity value computed on the
 MD0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0459.degrees latitude (g = 980.6199 gals.).
 MD0459
 MD0459.The modeled gravity was interpolated from observed gravity values.
 MD0459
 MD0459;                    North         East    Units  Estimated Accuracy
 MD0459;SPC OH N     -   174,080.      425,340.      MT  (+/- 180 meters Scaled)
 MD0459
 MD0459                          SUPERSEDED SURVEY CONTROL
 MD0459
 MD0459  NGVD 29 (??/??/92)  219.869  (m)          721.35   (f) ADJ UNCH    2 0
 MD0459
 MD0459.Superseded values are not recommended for survey control.
 MD0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0459.See file dsdata.txt to determine how the superseded data were derived.
 MD0459
 MD0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL026655(NAD 83)
 MD0459_MARKER: DR = REFERENCE MARK DISK
 MD0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0459_STAMPING: CECIL AZIMUTH 1932
 MD0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0459+STABILITY: SURFACE MOTION
 MD0459
 MD0459  HISTORY     - Date     Condition        Report By
 MD0459  HISTORY     - 1932     MONUMENTED       CGS
 MD0459  HISTORY     - 1946     GOOD             NGS
 MD0459  HISTORY     - 1963     GOOD             NGS
 MD0459
 MD0459                          STATION DESCRIPTION
 MD0459
 MD0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 MD0459'1.4 MI SE FROM CECIL.
 MD0459'FROM POST OFFICE AT CECIL, DRIVE SOUTH 0.15 MILE ON PAULDING
 MD0459'COUNTY ROAD 105 (MAIN STREET OF CECIL) TO PAULDING COUNTY ROAD
 MD0459'216, TURN LEFT AND GO 1.0 MILE EAST TO MARK ON RIGHT.  AT
 MD0459'JUNCTION OF U.S. HIGHWAY 127, ABOUT 0.45 MILE SOUTH OF THE
 MD0459'CROSSING OF THE WABASH RAILWAY, 149.5 FEET WEST OF THE CENTER
 MD0459'LINE OF THE HIGHWAY, 18.5 FEET SOUTH OF THE CENTER LINE OF THE
 MD0459'PAVED ROAD, 5.7 FEET WEST OF POWER POLE NO. 335/19 WITH A
 MD0459'TRANSFORMER, 1 FOOT NORTH OF A WIRE FENCE, ABOUT LEVEL WITH THE
 MD0459'PAVED ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD0459'5 INCHES.
 MD0459
 MD0459                          STATION RECOVERY (1963)
 MD0459
 MD0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MD0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0456 ***********************************************************************
 MD0456  DESIGNATION -  CECIL RM 1
 MD0456  PID         -  MD0456
 MD0456  STATE/COUNTY-  OH/PAULDING
 MD0456  USGS QUAD   -  PAULDING (1977)
 MD0456
 MD0456                         *CURRENT SURVEY CONTROL
 MD0456  ___________________________________________________________________
 MD0456* NAD 83(1986)-  41 13 05.     (N)    084 34 59.     (W)     SCALED    
 MD0456* NAVD 88     -       219.416  (meters)     719.87   (feet)  ADJUSTED  
 MD0456  ___________________________________________________________________
 MD0456  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MD0456  DYNAMIC HT  -         219.326 (meters)     719.57  (feet)  COMP
 MD0456  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 MD0456
 MD0456  VERT ORDER  -  SECOND    CLASS 0
 MD0456
 MD0456.The horizontal coordinates were scaled from a topographic map and have
 MD0456.an estimated accuracy of +/- 6 seconds.
 MD0456
 MD0456.The orthometric height was determined by differential leveling
 MD0456.and adjusted by the National Geodetic Survey in June 1991..
 MD0456.WARNING-Repeat measurements at this control monument indicate possible
 MD0456.vertical movement.
 MD0456
 MD0456.The geoid height was determined by GEOID03.
 MD0456
 MD0456.The dynamic height is computed by dividing the NAVD 88
 MD0456.geopotential number by the normal gravity value computed on the
 MD0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0456.degrees latitude (g = 980.6199 gals.).
 MD0456
 MD0456.The modeled gravity was interpolated from observed gravity values.
 MD0456
 MD0456;                    North         East    Units  Estimated Accuracy
 MD0456;SPC OH N     -   174,360.      425,350.      MT  (+/- 180 meters Scaled)
 MD0456
 MD0456                          SUPERSEDED SURVEY CONTROL
 MD0456
 MD0456  NGVD 29 (??/??/92)  219.557  (m)          720.33   (f) ADJ UNCH    2 0
 MD0456
 MD0456.Superseded values are not recommended for survey control.
 MD0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0456.See file dsdata.txt to determine how the superseded data were derived.
 MD0456
 MD0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL026657(NAD 83)
 MD0456_MARKER: DS = TRIANGULATION STATION DISK
 MD0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0456_STAMPING: CECIL NO 1 1932
 MD0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0456+STABILITY: SURFACE MOTION
 MD0456
 MD0456  HISTORY     - Date     Condition        Report By
 MD0456  HISTORY     - 1932     MONUMENTED       CGS
 MD0456  HISTORY     - 1946     GOOD             NGS
 MD0456  HISTORY     - 1963     GOOD             NGS
 MD0456
 MD0456                          STATION DESCRIPTION
 MD0456
 MD0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 MD0456'1.5 MI SE FROM CECIL.
 MD0456'FROM THE POST OFFICE AT CECIL, DRIVE SOUTH 0.15 MILE ON PAULDING
 MD0456'COUNTY ROAD 105 (MAIN STREET OF CECIL) TO PAULDING COUNTY ROAD
 MD0456'216, TURN LEFT AND GO 1.0 MILE EAST TO U.S. HIGHWAY 127, TURN
 MD0456'LEFT AND GO 0.15 MILE NORTH TO MARK ON LEFT IN SMALL WOODS, 47.5
 MD0456'FT. W OF THE CENTER LINE OF THE HIGHWAY, 170 FEET SOUTH OF AN
 MD0456'EAST-WEST FENCE, 163 FEET NORTH OF AN EAST-WEST FENCE, 17.5 FEET
 MD0456'WEST OF THE RIGHT-OF-WAY FENCE, ABOUT 1 FOOT BELOW THE HIGHWAY,
 MD0456'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 MD0456
 MD0456                          STATION RECOVERY (1963)
 MD0456
 MD0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MD0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0457 ***********************************************************************
 MD0457  DESIGNATION -  CECIL RM 2
 MD0457  PID         -  MD0457
 MD0457  STATE/COUNTY-  OH/PAULDING
 MD0457  USGS QUAD   -  PAULDING (1977)
 MD0457
 MD0457                         *CURRENT SURVEY CONTROL
 MD0457  ___________________________________________________________________
 MD0457* NAD 83(1986)-  41 13 05.     (N)    084 34 59.     (W)     SCALED    
 MD0457* NAVD 88     -       219.345  (meters)     719.63   (feet)  ADJUSTED  
 MD0457  ___________________________________________________________________
 MD0457  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MD0457  DYNAMIC HT  -         219.255 (meters)     719.34  (feet)  COMP
 MD0457  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 MD0457
 MD0457  VERT ORDER  -  SECOND    CLASS 0
 MD0457
 MD0457.The horizontal coordinates were scaled from a topographic map and have
 MD0457.an estimated accuracy of +/- 6 seconds.
 MD0457
 MD0457.The orthometric height was determined by differential leveling
 MD0457.and adjusted by the National Geodetic Survey in June 1991..
 MD0457
 MD0457.The geoid height was determined by GEOID03.
 MD0457
 MD0457.The dynamic height is computed by dividing the NAVD 88
 MD0457.geopotential number by the normal gravity value computed on the
 MD0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0457.degrees latitude (g = 980.6199 gals.).
 MD0457
 MD0457.The modeled gravity was interpolated from observed gravity values.
 MD0457
 MD0457;                    North         East    Units  Estimated Accuracy
 MD0457;SPC OH N     -   174,360.      425,350.      MT  (+/- 180 meters Scaled)
 MD0457
 MD0457                          SUPERSEDED SURVEY CONTROL
 MD0457
 MD0457  NGVD 29 (??/??/92)  219.486  (m)          720.10   (f) ADJ UNCH    2 0
 MD0457
 MD0457.Superseded values are not recommended for survey control.
 MD0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0457.See file dsdata.txt to determine how the superseded data were derived.
 MD0457
 MD0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL026657(NAD 83)
 MD0457_MARKER: DR = REFERENCE MARK DISK
 MD0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0457_STAMPING: CECIL NO 2 1932
 MD0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0457+STABILITY: SURFACE MOTION
 MD0457
 MD0457  HISTORY     - Date     Condition        Report By
 MD0457  HISTORY     - 1932     MONUMENTED       CGS
 MD0457  HISTORY     - 1946     GOOD             NGS
 MD0457  HISTORY     - 1963     GOOD             NGS
 MD0457
 MD0457                          STATION DESCRIPTION
 MD0457
 MD0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 MD0457'1.5 MI SE FROM CECIL.
 MD0457'FROM THE POST OFFICE AT CECIL DRIVE SOUTH 0.15 MILE ON PAULDING
 MD0457'COUNTY ROAD 105 (MAIN STREET OF CECIL) TO PAULDING COUNTY ROAD
 MD0457'216, TURN LEFT AND GO 1.0 MILE EAST TO U.S. HIGHWAY 127, TURN
 MD0457'LEFT AND GO 0.15 MILE NORTH TO MARK ON LEFT IN SMALL WOODS.
 MD0457'147 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 116.5 FEET
 MD0457'WEST OF THE RIGHT-OF-WAY FENCE, 3.4 FEET NORTH OF THE EAST-WEST
 MD0457'FENCE LINE, ABOUT 2 FEET BELOW THE HIGHWAY, AND SET IN THE TOP
 MD0457'OF A CONCRETE POST PROJECTING 6 INCHES.
 MD0457
 MD0457                          STATION RECOVERY (1963)
 MD0457
 MD0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MD0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1164 ***********************************************************************
 MC1164  DESIGNATION -  CEDAR
 MC1164  PID         -  MC1164
 MC1164  STATE/COUNTY-  OH/ERIE
 MC1164  USGS QUAD   -  SANDUSKY (1969)
 MC1164
 MC1164                         *CURRENT SURVEY CONTROL
 MC1164  ___________________________________________________________________
 MC1164* NAD 83(1995)-  41 29 57.37034(N)    082 40 28.47511(W)     ADJUSTED  
 MC1164* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 MC1164  ___________________________________________________________________
 MC1164  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 MC1164  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 MC1164
 MC1164  HORZ ORDER  -  SECOND
 MC1164
 MC1164.The horizontal coordinates were established by classical geodetic methods
 MC1164.and adjusted by the National Geodetic Survey in April 1998..
 MC1164
 MC1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1164
 MC1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1164
 MC1164.The geoid height was determined by GEOID03.
 MC1164
 MC1164;                    North         East     Units Scale Factor Converg.
 MC1164;SPC OH N     -   203,521.001   585,423.858   MT  0.99996746   -0 06 52.9
 MC1164;UTM  17      - 4,595,536.717   360,231.177   MT  0.99984041   -1 06 35.2
 MC1164
 MC1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1164!SPC OH N     -   0.99997766  x   0.99996746  =   0.99994512
 MC1164!UTM  17      -   0.99997766  x   0.99984041  =   0.99981808
 MC1164
 MC1164:                Primary Azimuth Mark                     Grid Az
 MC1164:SPC OH N     -  HURON                                    133 57 56.7
 MC1164:UTM  17      -  HURON                                    134 57 39.0
 MC1164
 MC1164|---------------------------------------------------------------------|
 MC1164| PID    Reference Object                     Distance      Geod. Az  |
 MC1164|                                                           dddmmss.s |
 MC1164| MC1122 HURON                               APPROX.15.2 KM 1335103.8 |
 MC1164|---------------------------------------------------------------------|
 MC1164
 MC1164                          SUPERSEDED SURVEY CONTROL
 MC1164
 MC1164  NAD 83(1995)-  41 29 57.37013(N)    082 40 28.47603(W) AD(       ) 2
 MC1164  NAD 83(1986)-  41 29 57.36249(N)    082 40 28.48768(W) AD(       ) 2
 MC1164  NAD 27      -  41 29 57.19757(N)    082 40 28.85327(W) AD(       ) 2
 MC1164  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 MC1164
 MC1164.Superseded values are not recommended for survey control.
 MC1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1164.See file dsdata.txt to determine how the superseded data were derived.
 MC1164
 MC1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF6023195537(NAD 83)
 MC1164_MARKER: DS = TRIANGULATION STATION DISK
 MC1164_SETTING: 0 = UNSPECIFIED SETTING
 MC1164_STAMPING: CEDAR LSC 1976
 MC1164_MARK LOGO: NOS   
 MC1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1164
 MC1164  HISTORY     - Date     Condition        Report By
 MC1164  HISTORY     - 1976     MONUMENTED       NOSAMC
 MC1164
 MC1164                          STATION DESCRIPTION
 MC1164
 MC1164'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1976 (RES)
 MC1164'THE STATION IS LOCATED ON THE BASE OF THE SANDUSKY PIERHEAD
 MC1164'LIGHT KNOWN LOCALLY AS THE CEDAR POINT LIGHT, 13-1/4 MILES
 MC1164'EAST OF PORT CLINTON, 9-3/4 MILES NW OF HURON, 3-3/4 MILES
 MC1164'NE OF SANDUSKY, AND ON THE OUTERMOST POINT OF A DETACHED
 MC1164'BREAKWALL.  PERMISSION WAS OBTAINED FROM THE U.S. COAST GUARD
 MC1164'STATION ON CEDAR POINT.
 MC1164'
 MC1164'THE STATION WAS REACHED BY BOAT FROM THE CEDAR POINT
 MC1164'AMUSEMENT PARK DOCKS.
 MC1164'
 MC1164'THE STATION MARK IS A STANDARD DISK STAMPED CEDAR LSC, 1976
 MC1164'THAT IS CEMENTED IN A DRILL HOLE IN THE CONCRETE LIGHT BASE.  IT
 MC1164'IS 12.7 FEET WEST OF THE EAST LEG OF THE LIGHT SUPPORT STRUCTURE,
 MC1164'12.6 FEET NORTH OF THE SOUTH LEG, 10.0 FEET SOUTH OF THE
 MC1164'NORTH LEG, AND 10.0 FEET EAST OF THE WEST LEG.
 MC1164'
 MC1164'THERE ARE NO REFERENCE MARKS SET AT THIS STATION.
 MC1164'
 MC1164'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1280 ***********************************************************************
 MC1280  DESIGNATION -  CEDAR POINT
 MC1280  PID         -  MC1280
 MC1280  STATE/COUNTY-  OH/LUCAS
 MC1280  USGS QUAD   -  RENO BEACH (1967)
 MC1280
 MC1280                         *CURRENT SURVEY CONTROL
 MC1280  ___________________________________________________________________
 MC1280* NAD 83(1995)-  41 42 37.90032(N)    083 20 05.72610(W)     ADJUSTED  
 MC1280* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 MC1280  ___________________________________________________________________
 MC1280  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 MC1280  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1280
 MC1280  HORZ ORDER  -  FIRST
 MC1280
 MC1280.The horizontal coordinates were established by classical geodetic methods
 MC1280.and adjusted by the National Geodetic Survey in April 1998..
 MC1280
 MC1280.The orthometric height was scaled from a topographic map.
 MC1280
 MC1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1280
 MC1280.The geoid height was determined by GEOID03.
 MC1280
 MC1280;                    North         East     Units Scale Factor Converg.
 MC1280;SPC OH N     -   227,302.168   530,514.215   MT  1.00000205   -0 32 54.6
 MC1280;UTM  17      - 4,620,271.653   305,746.977   MT  1.00006437   -1 33 14.6
 MC1280
 MC1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1280!SPC OH N     -   0.99997830  x   1.00000205  =   0.99998035
 MC1280!UTM  17      -   0.99997830  x   1.00006437  =   1.00004267
 MC1280
 MC1280:                Primary Azimuth Mark                     Grid Az
 MC1280:SPC OH N     -  BEDFORD USLS 1879                        297 54 26.6
 MC1280:UTM  17      -  BEDFORD USLS 1879                        298 54 46.6
 MC1280
 MC1280|---------------------------------------------------------------------|
 MC1280| PID    Reference Object                     Distance      Geod. Az  |
 MC1280|                                                           dddmmss.s |
 MC1280| MC1497 BEDFORD USLS 1879                   APPROX.26.5 KM 2972132.0 |
 MC1280|---------------------------------------------------------------------|
 MC1280
 MC1280                          SUPERSEDED SURVEY CONTROL
 MC1280
 MC1280  NAD 83(1995)-  41 42 37.90036(N)    083 20 05.72585(W) AD(       ) 1
 MC1280  NAD 83(1986)-  41 42 37.90990(N)    083 20 05.75031(W) AD(       ) 1
 MC1280  NAD 27      -  41 42 37.73400(N)    083 20 06.00900(W) AD(       ) 1
 MC1280
 MC1280.Superseded values are not recommended for survey control.
 MC1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1280.See file dsdata.txt to determine how the superseded data were derived.
 MC1280
 MC1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0574720272(NAD 83)
 MC1280_MARK LOGO: USLS  
 MC1280
 MC1280  HISTORY     - Date     Condition        Report By
 MC1280  HISTORY     - UNK      MONUMENTED
 MC1280  HISTORY     - 1879     SEE DESCRIPTION  USLS
 MC1280
 MC1280                          STATION DESCRIPTION
 MC1280
 MC1280'DESCRIBED BY US LAKE SURVEY 1879
 MC1280'THIS STATION IS SITUATED NEAR THE END OF CEDAR POINT, LUCAS
 MC1280'COUNTY, OHIO, ON
 MC1280'THE EAST SIDE OF MAUMEE BAY.  THE HEIGHT OF
 MC1280'STATION USED WAS 70 FEET.  THE
 MC1280'GEODETIC POINT IS MARKED BY A
 MC1280'STONE POST OF THE USUAL FORM, SET ABOUT 3 FEET
 MC1280'BELOW THE SURFACE
 MC1280'OF THE GROUND.  A STONE POST, PROJECTING ABOUT 6 INCHES
 MC1280'ABOVE THE
 MC1280'SURFACE, IS SET DIRECTLY OVER THE GEODETIC POINT AS A
 MC1280'SURFACE MARK.  THREE STONE
 MC1280'REFERENCE POSTS ARE SET AS FOLLOWS-
 MC1280'ONE BEARING SOUTH 61 DEG 05 MIN EAST, DISTANT
 MC1280'28.8 METERS, ON BEARING
 MC1280'NORTH 61 DEG 00 MIN EAST, DISTANT 30.2 METERS, AND ONE BEARING
 MC1280'NORTH 13 DEG 28
 MC1280'MIN EAST, DISTANT 35.5 METERS FROM THE GEODETIC POINT.  THE
 MC1280'HEIGHT OF GROUND AT THE
 MC1280'STATION ABOVE MEAN LEVEL OF LAKE ERIE IS
 MC1280'4.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1281 ***********************************************************************
 MC1281  DESIGNATION -  CEDAR POINT 2
 MC1281  PID         -  MC1281
 MC1281  STATE/COUNTY-  OH/LUCAS
 MC1281  USGS QUAD   -  RENO BEACH (1967)
 MC1281
 MC1281                         *CURRENT SURVEY CONTROL
 MC1281  ___________________________________________________________________
 MC1281* NAD 83(1995)-  41 42 13.57094(N)    083 20 11.57417(W)     ADJUSTED  
 MC1281* NAVD 88     -       175.3    (meters)     575.     (feet)  GPS OBS   
 MC1281  ___________________________________________________________________
 MC1281  X           -     553,387.820 (meters)                     COMP
 MC1281  Y           -  -4,736,840.491 (meters)                     COMP
 MC1281  Z           -   4,221,188.802 (meters)                     COMP
 MC1281  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 MC1281  ELLIP HEIGHT-         139.84  (meters)          (10/07/05) GPS OBS
 MC1281  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1281
 MC1281  HORZ ORDER  -  FIRST
 MC1281  ELLP ORDER  -  FOURTH    CLASS I
 MC1281
 MC1281.The horizontal coordinates were established by GPS observations
 MC1281.and adjusted by the National Geodetic Survey in April 1998..
 MC1281
 MC1281.The orthometric height was determined by GPS observations and a
 MC1281.high-resolution geoid model.
 MC1281
 MC1281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1281
 MC1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1281
 MC1281.The ellipsoidal height was determined by GPS observations
 MC1281.and is referenced to NAD 83.
 MC1281
 MC1281.The geoid height was determined by GEOID03.
 MC1281
 MC1281;                    North         East     Units Scale Factor Converg.
 MC1281;SPC OH N     -   226,552.884   530,371.825   MT  1.00000073   -0 32 58.5
 MC1281;SPC MI S     -    23,159.900 4,085,748.689   MT  1.00011730   +0 42 03.7
 MC1281;SPC MI S     -    75,983.92 13,404,687.30   iFT  1.00011730   +0 42 03.7
 MC1281;UTM  17      - 4,619,524.936   305,591.451   MT  1.00006511   -1 33 17.8
 MC1281
 MC1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1281!SPC OH N     -   0.99997807  x   1.00000073  =   0.99997880
 MC1281!SPC MI S     -   0.99997807  x   1.00011730  =   1.00009536
 MC1281!UTM  17      -   0.99997807  x   1.00006511  =   1.00004318
 MC1281
 MC1281|---------------------------------------------------------------------|
 MC1281| PID    Reference Object                     Distance      Geod. Az  |
 MC1281|                                                           dddmmss.s |
 MC1281| CE5865 CEDAR POINT 2 RM 1                   42.324 METERS 07717     |
 MC1281| CE5866 CEDAR POINT 2 RM 2                   34.670 METERS 19458     |
 MC1281| MC1507 BANK                                APPROX.17.5 KM 2504141.1 |
 MC1281| CE7467 TURTLE ISLAND SOUTH NAV LT                         3011451.2 |
 MC1281|---------------------------------------------------------------------|
 MC1281
 MC1281                          SUPERSEDED SURVEY CONTROL
 MC1281
 MC1281  ELLIP H (04/01/98)  139.88   (m)                       GP(       ) 4 1
 MC1281  NAD 83(1995)-  41 42 13.57094(N)    083 20 11.57416(W) AD(       ) 1
 MC1281  NAD 83(1986)-  41 42 13.59042(N)    083 20 11.59734(W) AD(       ) 1
 MC1281  NAD 83(1986)-  41 42 13.59043(N)    083 20 11.59735(W) AD(       ) 1
 MC1281  NAD 27      -  41 42 13.40200(N)    083 20 11.85000(W) AD(       ) 1
 MC1281  NGVD 29 (07/19/86)  174.9    (m)          574.     (f) VERT ANG       
 MC1281
 MC1281.Superseded values are not recommended for survey control.
 MC1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1281.See file dsdata.txt to determine how the superseded data were derived.
 MC1281
 MC1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0559119525(NAD 83)
 MC1281_MARKER: DS = TRIANGULATION STATION DISK
 MC1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1281_SP_SET: CONCRETE POST
 MC1281_STAMPING: CEDER POINT 2 1943
 MC1281_MARK LOGO: CGS   
 MC1281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1281+STABILITY: SURFACE MOTION
 MC1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1281+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1993
 MC1281
 MC1281  HISTORY     - Date     Condition        Report By
 MC1281  HISTORY     - 1943     MONUMENTED       CGS
 MC1281  HISTORY     - 1943     GOOD             CGS
 MC1281  HISTORY     - 1952     GOOD             CGS
 MC1281  HISTORY     - 1963     GOOD             USLS
 MC1281  HISTORY     - 1975     GOOD             USLS
 MC1281  HISTORY     - 19920414 GOOD             NGS
 MC1281  HISTORY     - 19931117 GOOD             GEOMET
 MC1281
 MC1281                          STATION DESCRIPTION
 MC1281
 MC1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1281'STATION IS LOCATED ON THE N END OF CEDAR POINT, 51 FEET SSW OF THE
 MC1281'CEDAR POINT CLUBHOUSE AND
 MC1281'ABOUT 10 MILES ENE OF TOLEDO.  IT IS 50.94 FEET SSW
 MC1281'OF THE SW CORNER OF THE PORCH OF
 MC1281'THE CLUBHOUSE, 25.7 FEET WNW OF
 MC1281'THE NW CORNER OF THE PUMPHOUSE AND 26.6 FEET E OF A
 MC1281'14-INCH POPLAR
 MC1281'TREE.  THE DISK IS STAMPED CEDAR POINT 2 1943.
 MC1281'
 MC1281'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 MC1281'IN CONCRETE.
 MC1281'
 MC1281'REFERENCE MARK 1 IS 136.86 FEET E OF THE STATION, 66.18 FEET
 MC1281'E OF THE SE CORNER
 MC1281'OF THE PORCH OF THE CLUBHOUSE AND 53.9 FEET N
 MC1281'OF THE NE CORNER OF THE BARN.  THE
 MC1281'DISK IS STAMPED CEDAR POINT NO
 MC1281'1943.
 MC1281'
 MC1281'REFERENCE MARK 2 IS 113.75 FEET SSW OF THE STATION, 74.35
 MC1281'FEET NW OF THE NW
 MC1281'CORNER OF THE CARETAKERS HOUSE AND ABOUT 100
 MC1281'FEET E OF THE WATERS EDGE.  THE DISK
 MC1281'IS STAMPED CEDAR POINT NO 2
 MC1281'1943.
 MC1281'
 MC1281'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK SO HARBOR
 MC1281'LIGHTHOUSE LIGHT
 MC1281'WAS TAKEN AND USED AS AN AZIMUTH MARK AND IS
 MC1281'ABOUT 3 MILES N OF THE STATION IN
 MC1281'MAUMEE BAY.
 MC1281'
 MC1281'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 20
 MC1281'AND STATE HIGHWAY
 MC1281'2 IN THE E PART OF TOLEDO, GO E ON ROUTE 2 FOR
 MC1281'7.6 MILES TO N CURTICE ROAD, TURN
 MC1281'LEFT AND GO N 2.5 MILES TO CEDAR
 MC1281'POINT ROAD, TURN RIGHT AND GO 0.7 MILE TO A DIM ROAD
 MC1281'LEFT AT AN
 MC1281'IRON LOCKED GATE AND SIGN NO TRESPASSING, TURN LEFT THROUGH
 MC1281'LOCKED GATE AND GO
 MC1281'2.3 MILES TO CEDAR POINT CLUBHOUSE AND STATION.
 MC1281'
 MC1281'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 MC1281
 MC1281                          STATION RECOVERY (1943)
 MC1281
 MC1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 MC1281'RECOVERED IN GOOD CONDITION.
 MC1281
 MC1281                          STATION RECOVERY (1952)
 MC1281
 MC1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 MC1281'STATION RECOVERED IN GOOD CONDITION.  IT IS 50.94 FEET SSW OF THE SW
 MC1281'CORNER OF THE
 MC1281'PORCH OF THE CLUBHOUSE, 25.7 FEET WNW OF THE NW CORNER OF THE
 MC1281'PUMPHOUSE AND 26.6 FEET E OF A
 MC1281'14-INCH POPLAR TREE.  THE BRONZE DISC IS
 MC1281'STAMPED CEDAR POINT 2 1943, SET IN CONCRETE.
 MC1281'
 MC1281'REFERENCE MARK 1 IS 136.86 FEET E OF THE STATION, 66.18 FEET E OF THE
 MC1281'SE CORNER OF THE
 MC1281'PORCH OF THE CLUBHOUSE AND 53.9 FEET N OF THE NE CORNER
 MC1281'OF THE BARN.  THE BRONZE DISC IS
 MC1281'STAMPED CEDAR POINT NO. 1 1943.
 MC1281'
 MC1281'REFERENCE MARK 2 IS 113.75 FEET SSW OF THE STATION, 74.35 FEET NW OF
 MC1281'THE NW CORNER OF
 MC1281'THE CARETAKERS HOUSE AND ABOUT 100 FEET E OF THE WATERS
 MC1281'EDGE.  THE BRONZE DISC IS STAMPED
 MC1281'CEDAR POINT NO. 2 1943.
 MC1281'
 MC1281'GENERAL LOCALITY MAY BE REACHED BY TRAVELING EASTERLY FROM THE DRAW
 MC1281'SPAN OF THE ASH
 MC1281'STREET BRIDGE IN TOLEDO VIA CONSAUL STREET AND CORDUROY
 MC1281'ROAD, 7.0 MILES TO NORTH CURTICE
 MC1281'ROAD.  TURN LEFT (NORTHERLY), GO 2.5 MILES
 MC1281'TO CEDAR POINT ROAD.  TURN RIGHT (EASTERLY) 1.7
 MC1281'MILES TO A PRIVATE ROAD AND
 MC1281'A LOCKED IRON GATE ON THE LEFT ( NORTHERLY) MARKED BY A SIGN NO
 MC1281'TRESPASSING, WHICH LEADS
 MC1281'TO THE SITE.
 MC1281
 MC1281                          STATION RECOVERY (1963)
 MC1281
 MC1281'RECOVERY NOTE BY US LAKE SURVEY 1963 (DJL)
 MC1281'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION
 MC1281'AS DESCRIBED WITH
 MC1281'THE EXCEPTION OF THE TO REACH SHOULD READ TURN
 MC1281'RIGHT AND GO 1.7, NOT 0.7 MILES, TO
 MC1281'A DIM ROAD LEFT AT AN IRON LOCKED
 MC1281'GATE AND SIGN NO TRESPASSING, TURN LEFT THROUGH LOCKED
 MC1281'GATE AND GO
 MC1281'2.1 MILES, NOT 2.3 MILES, TO CEDAR POINT CLUBHOUSE AND STATION.
 MC1281'
 MC1281'KEY TO THE LOCKED GATE CAN BE OBTAINED FROM MR. CLARENCE SAYEN,
 MC1281'WHO LIVES ON THE
 MC1281'NORTH SIDE OF CEDAR POINT ROAD, IN THE FIRST HOUSE
 MC1281'EAST OF THE ROAD TO THE STATION.
 MC1281
 MC1281                          STATION RECOVERY (1975)
 MC1281
 MC1281'RECOVERY NOTE BY US LAKE SURVEY 1975 (WAB)
 MC1281'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE AREA ON
 MC1281'WHICH THE STATION IS LOCATED IS NOW
 MC1281'THE CEDAR POINT NATIONAL WILDLIFE REFUGE (U.S. DEPARTMENT OF
 MC1281'INTERIOR, FISH AND WILDLIFE).  THE
 MC1281'GATE LEADING TO THE STATION IS SECURED, HOWEVER, THE ROAD IS WASHED
 MC1281'OUT IN TWO PLACES AND IS THEREFORE
 MC1281'IMPASSIBLE.  ACCESS TO THE STATION IS BEST EFFECTED BY
 MC1281'WATER, LANDING TO THE NORTH OF THE STATION.
 MC1281'
 MC1281'MOST OF THE PREVIOUSLY DESCRIBED REFERENCED BUILDINGS ARE NOW IN
 MC1281'RUINS--DISTANCES FROM THE REMAINING
 MC1281'FOUNDATIONS ARE STILL VALID.  A BLAZE MARK WAS CUT IN THE EAST FACE
 MC1281'OF THE REFERENCED POPLAR, 26.5 FEET
 MC1281'WEST OF THE STATION, AND ON A 4 FOOT BLACK WILLOW, 45.0 FEET
 MC1281'SOUTH OF THE STATION.
 MC1281'
 MC1281'NO AZIMUTH REFERENCE IS AVAILABLE FROM THE GROUND AT THE STATION.
 MC1281'
 MC1281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 11 MILES ENE OF
 MC1281'TOLEDO, OHIO.
 MC1281
 MC1281                          STATION RECOVERY (1992)
 MC1281
 MC1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC1281'STATION MARK, RM 1 AND RM 2 FOUND IN GOOD CONDITION.  THE TREES
 MC1281'REFERENCED IN THE PREVIOUS DESCRIPTION ARE GONE AND THE VICINITY IS
 MC1281'COVERED BY BRUSH ABOUT 3 M (9.8 FT) TALL.  THE STATION IS ABOUT 190 M
 MC1281'(623.4 FT) SOUTH OF A ROCK RETAINING WALL AT THE LAKE ERIE SHORE
 MC1281'WHERE THE ROAD TAKES A SHARP RIGHT TURN, ABOUT 29 METERS WEST OF THE
 MC1281'ROAD CENTERLINE, AND MARKED BY TWO STEEL FENCE POSTS NEXT TO THE MARK
 MC1281'ON EITHER SIDE. RM 1 IS IN THE CENTER OF A SQUARE FORMED BY FOUR
 MC1281'STEEL FENCE POSTS.  RM 2 IS ABOUT 13 M (42.7 FT) EAST OF THE ROAD
 MC1281'CENTERLINE.  ALL MARKS ARE FLUSH WITH THE GROUND.
 MC1281'THE STATION SITE IS ON THE CEDAR POINT NATIONAL WILDLIFE REFUGE AND
 MC1281'PUBLIC ACCESS IS PROHIBITED.  CONTACT THE US FISH AND WILDLIFE
 MC1281'SERVICE AT THE OTTAWA NATIONAL WILDLIFE REFUGE, ABOUT 16 KM (9.9 MI)
 MC1281'SOUTHEAST OF THE STATION, TELEPHONE 419-898-0014, FOR PERMISSION TO
 MC1281'ENTER AND TO OBTAIN A KEY TO THE LOCKED GATE.  CURRENTLY, PERMISSION
 MC1281'TO VISIT THE SITE CAN ONLY BE GRANTED BETWEEN OCTOBER AND FEBRUARY
 MC1281'DUE TO AN ACTIVE BALD EAGLE NEST AT THE STATION DURING THE REST OF
 MC1281'THE YEAR.
 MC1281
 MC1281                          STATION RECOVERY (1993)
 MC1281
 MC1281'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 MC1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1144 ***********************************************************************
 MC1144  DESIGNATION -  CEDAR PT GA BOECKLING BLACK TK
 MC1144  PID         -  MC1144
 MC1144  STATE/COUNTY-  OH/ERIE
 MC1144  USGS QUAD   -  SANDUSKY (1969)
 MC1144
 MC1144                         *CURRENT SURVEY CONTROL
 MC1144  ___________________________________________________________________
 MC1144* NAD 83(1995)-  41 28 58.20858(N)    082 40 58.62569(W)     ADJUSTED  
 MC1144* NAVD 88     -                                                        
 MC1144  ___________________________________________________________________
 MC1144  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 MC1144  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC1144
 MC1144  HORZ ORDER  -  THIRD
 MC1144
 MC1144.The horizontal coordinates were established by classical geodetic methods
 MC1144.and adjusted by the National Geodetic Survey in April 1998..
 MC1144
 MC1144
 MC1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1144
 MC1144.The geoid height was determined by GEOID03.
 MC1144
 MC1144;                    North         East     Units Scale Factor Converg.
 MC1144;SPC OH N     -   201,697.303   584,720.752   MT  0.99996534   -0 07 12.7
 MC1144;UTM  17      - 4,593,725.729   359,496.602   MT  0.99984295   -1 06 53.9
 MC1144
 MC1144                          SUPERSEDED SURVEY CONTROL
 MC1144
 MC1144  NAD 83(1995)-  41 28 58.20906(N)    082 40 58.63332(W) AD(       ) 4
 MC1144  NAD 83(1986)-  41 28 58.21735(N)    082 40 58.64244(W) AD(       ) 4
 MC1144  NAD 27      -  41 28 58.02567(N)    082 40 58.99102(W) AD(       ) 3
 MC1144
 MC1144.Superseded values are not recommended for survey control.
 MC1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1144.See file dsdata.txt to determine how the superseded data were derived.
 MC1144
 MC1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5949793726(NAD 83)
 MC1144_MARKER: 51 = TANK
 MC1144
 MC1144  HISTORY     - Date     Condition        Report By
 MC1144  HISTORY     - UNK      FIRST OBSERVED
 MC1144  HISTORY     - 1956     GOOD             CGS
 MC1144  HISTORY     - 1962     GOOD             THOMAS
 MC1144  HISTORY     - 1976     GOOD             NGS
 MC1144  HISTORY     - 20050814 GOOD             USPSQD
 MC1144
 MC1144                          STATION DESCRIPTION
 MC1144
 MC1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1144'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND STATE
 MC1144'HIGHWAY 2 AND
 MC1144'CEDAR PT. ROAD GO NORTH THEN WESTERLY ON CEDAR PT. ROAD FOR 5.5 MILES
 MC1144'TO END OF TRUCK TRAVEL AND CEDAR
 MC1144'PT. AMUSEMENT PARK.  FROM HERE THE STATION IS LOCATED
 MC1144'ABOUT 0.25 MILE NORTHWEST.  IT IS APPROXIMATELY 140
 MC1144'FEET HIGH AND IS A SIX LEGGED STEEL
 MC1144'STRUCTURE PAINTED BLACK.
 MC1144'
 MC1144'THE POINT INTERSECTED WAS THE TOP OF THE TANK.
 MC1144'
 MC1144'PROBABLY THE SAME AS CEDAR POINT, WATER TANK 1928.
 MC1144
 MC1144                          STATION RECOVERY (1962)
 MC1144
 MC1144'RECOVERY NOTE BY THOMAS ENG AND SURV 1962
 MC1144'THE WATER TANK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 MC1144
 MC1144                          STATION RECOVERY (1976)
 MC1144
 MC1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1144'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND STATE
 MC1144'HIGHWAY 2 AND CEDAR PT. ROAD GO NORTH THEN WESTERLY ON CEDAR PT.
 MC1144'ROAD FOR 5.5 MILES TO END OF TRUCK TRAVEL AND CEDAR PT. AMUSEMENT
 MC1144'PARK.  FROM HERE THE STATION IS LOCATED ABOUT 0.25 MILE
 MC1144'NORTHWEST.  IT IS APPROXIMATELY 140 FEET HIGH AND IS A SIX LEGGED
 MC1144'STEEL STRUCTURE PAINTED BLACK.
 MC1144
 MC1144                          STATION RECOVERY (2005)
 MC1144
 MC1144'RECOVERY NOTE BY US POWER SQUADRON 2005
 MC1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1147 ***********************************************************************
 MC1147  DESIGNATION -  CEDAR PT GA BOECKLING SIL TANK
 MC1147  PID         -  MC1147
 MC1147  STATE/COUNTY-  OH/ERIE
 MC1147  USGS QUAD   -  SANDUSKY (1969)
 MC1147
 MC1147                         *CURRENT SURVEY CONTROL
 MC1147  ___________________________________________________________________
 MC1147* NAD 83(1995)-  41 26 44.05564(N)    082 38 24.49304(W)     ADJUSTED  
 MC1147* NAVD 88     -                                                        
 MC1147  ___________________________________________________________________
 MC1147  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 MC1147  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC1147
 MC1147  HORZ ORDER  -  THIRD
 MC1147
 MC1147.The horizontal coordinates were established by classical geodetic methods
 MC1147.and adjusted by the National Geodetic Survey in April 1998..
 MC1147
 MC1147
 MC1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1147
 MC1147.The geoid height was determined by GEOID03.
 MC1147
 MC1147;                    North         East     Units Scale Factor Converg.
 MC1147;SPC OH N     -   197,552.112   588,289.773   MT  0.99996085   -0 05 31.4
 MC1147;UTM  17      - 4,589,519.763   362,992.718   MT  0.99983101   -1 05 08.8
 MC1147
 MC1147                          SUPERSEDED SURVEY CONTROL
 MC1147
 MC1147  NAD 83(1995)-  41 26 44.05673(N)    082 38 24.50295(W) AD(       ) 4
 MC1147  NAD 83(1986)-  41 26 44.06442(N)    082 38 24.50902(W) AD(       ) 4
 MC1147  NAD 27      -  41 26 43.87608(N)    082 38 24.85502(W) AD(       ) 3
 MC1147
 MC1147.Superseded values are not recommended for survey control.
 MC1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1147.See file dsdata.txt to determine how the superseded data were derived.
 MC1147
 MC1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF6299389520(NAD 83)
 MC1147_MARKER: 51 = TANK
 MC1147
 MC1147  HISTORY     - Date     Condition        Report By
 MC1147  HISTORY     - 1956     FIRST OBSERVED   CGS
 MC1147  HISTORY     - 1962     GOOD             THOMAS
 MC1147  HISTORY     - 1976     GOOD             NGS
 MC1147  HISTORY     - 1985     GOOD             USPSQD
 MC1147  HISTORY     - 20050814 GOOD             USPSQD
 MC1147
 MC1147                          STATION DESCRIPTION
 MC1147
 MC1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1147'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND
 MC1147'STATE HIGHWAY 2
 MC1147'AND CEDAR PT. ROAD GO NORTHWESTERLY ON CEDAR PT. ROAD FOR 2.4 MILES
 MC1147'TO STATION LOCATED ON EFT.  IT IS
 MC1147'APPROXIMATELY 140 FEET HIGH AND IS A FOUR LEGGED STEEL
 MC1147'STRUCTURE PAINTED SILVER.
 MC1147'
 MC1147'THE POINT IINTERSECTED WAS THE TOP OF THE TANK.
 MC1147
 MC1147                          STATION RECOVERY (1962)
 MC1147
 MC1147'RECOVERY NOTE BY THOMAS ENG AND SURV 1962
 MC1147'STATION FOUND IN
 MC1147'GOOD CONDITION AS DESCRIBED.
 MC1147
 MC1147                          STATION RECOVERY (1976)
 MC1147
 MC1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1147'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 AND STATE
 MC1147'HIGHWAY 2 AND CEDAR PT. ROAD GO NORTHWESTERLY ON CEDAR PT. ROAD FOR
 MC1147'2.4 MILES TO STATION LOCATED ON LEFT.  IT IS APPROXIMATELY 140 FEET
 MC1147'HIGH AND IS A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER.
 MC1147'
 MC1147'THE POINT INTERSECTED WAS THE TOP OF THE TANK.
 MC1147
 MC1147                          STATION RECOVERY (1985)
 MC1147
 MC1147'RECOVERY NOTE BY US POWER SQUADRON 1985 (NAB)
 MC1147'STATION FOUND GOOD.
 MC1147
 MC1147                          STATION RECOVERY (2005)
 MC1147
 MC1147'RECOVERY NOTE BY US POWER SQUADRON 2005
 MC1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1487 ***********************************************************************
 JY1487  DESIGNATION -  CEDARVILLE SQUARE BRICK STACK
 JY1487  PID         -  JY1487
 JY1487  STATE/COUNTY-  OH/GREENE
 JY1487  USGS QUAD   -  CEDARVILLE (1987)
 JY1487
 JY1487                         *CURRENT SURVEY CONTROL
 JY1487  ___________________________________________________________________
 JY1487* NAD 83(1995)-  39 44 20.80815(N)    083 48 41.59139(W)     ADJUSTED  
 JY1487* NAVD 88     -                                                        
 JY1487  ___________________________________________________________________
 JY1487  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 JY1487  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JY1487
 JY1487  HORZ ORDER  -  THIRD
 JY1487
 JY1487.The horizontal coordinates were established by classical geodetic methods
 JY1487.and adjusted by the National Geodetic Survey in April 1998..
 JY1487
 JY1487
 JY1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1487
 JY1487.The geoid height was determined by GEOID03.
 JY1487
 JY1487;                    North         East     Units Scale Factor Converg.
 JY1487;SPC OH S     -   193,883.321   487,585.365   MT  0.99995503   -0 49 55.9
 JY1487;UTM  17      - 4,402,582.617   259,077.985   MT  1.00031465   -1 47 53.8
 JY1487
 JY1487                          SUPERSEDED SURVEY CONTROL
 JY1487
 JY1487  NAD 83(1986)-  39 44 20.81543(N)    083 48 41.60012(W) AD(       ) 4
 JY1487  NAD 27      -  39 44 20.59000(N)    083 48 41.87000(W) AD(       ) 3
 JY1487
 JY1487.Superseded values are not recommended for survey control.
 JY1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1487.See file dsdata.txt to determine how the superseded data were derived.
 JY1487
 JY1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5907802583(NAD 83)
 JY1487_MARKER: 63 = STACK
 JY1487
 JY1487  HISTORY     - Date     Condition        Report By
 JY1487  HISTORY     - 1938     FIRST OBSERVED   CGS
 JY1487
 JY1487                          STATION DESCRIPTION
 JY1487
 JY1487'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1486 ***********************************************************************
 JY1486  DESIGNATION -  CEDARVILLE TANK
 JY1486  PID         -  JY1486
 JY1486  STATE/COUNTY-  OH/GREENE
 JY1486  USGS QUAD   -  CEDARVILLE (1987)
 JY1486
 JY1486                         *CURRENT SURVEY CONTROL
 JY1486  ___________________________________________________________________
 JY1486* NAD 83(1995)-  39 44 37.37500(N)    083 48 41.05634(W)     ADJUSTED  
 JY1486* NAVD 88     -                                                        
 JY1486  ___________________________________________________________________
 JY1486  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 JY1486  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JY1486
 JY1486  HORZ ORDER  -  THIRD
 JY1486
 JY1486.The horizontal coordinates were established by classical geodetic methods
 JY1486.and adjusted by the National Geodetic Survey in April 1998..
 JY1486
 JY1486
 JY1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1486
 JY1486.The geoid height was determined by GEOID03.
 JY1486
 JY1486;                    North         East     Units Scale Factor Converg.
 JY1486;SPC OH S     -   194,394.007   487,605.523   MT  0.99995553   -0 49 55.6
 JY1486;UTM  17      - 4,403,093.074   259,106.761   MT  1.00031448   -1 47 54.1
 JY1486
 JY1486                          SUPERSEDED SURVEY CONTROL
 JY1486
 JY1486  NAD 83(1986)-  39 44 37.38231(N)    083 48 41.06505(W) AD(       ) 4
 JY1486  NAD 27      -  39 44 37.16000(N)    083 48 41.34000(W) AD(       ) 3
 JY1486
 JY1486.Superseded values are not recommended for survey control.
 JY1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1486.See file dsdata.txt to determine how the superseded data were derived.
 JY1486
 JY1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5910703093(NAD 83)
 JY1486_MARKER: 51 = TANK
 JY1486
 JY1486  HISTORY     - Date     Condition        Report By
 JY1486  HISTORY     - 1938     FIRST OBSERVED   CGS
 JY1486
 JY1486                          STATION DESCRIPTION
 JY1486
 JY1486'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0562 ***********************************************************************
 LA0562  DESIGNATION -  CELINA
 LA0562  PID         -  LA0562
 LA0562  STATE/COUNTY-  OH/MERCER
 LA0562  USGS QUAD   -  CELINA (1982)
 LA0562
 LA0562                         *CURRENT SURVEY CONTROL
 LA0562  ___________________________________________________________________
 LA0562* NAD 83(1995)-  40 33 10.19556(N)    084 37 03.87259(W)     ADJUSTED  
 LA0562* NAVD 88     -       275.172  (meters)     902.79   (feet)  ADJUSTED  
 LA0562  ___________________________________________________________________
 LA0562  X           -     455,230.872 (meters)                     COMP
 LA0562  Y           -  -4,831,809.055 (meters)                     COMP
 LA0562  Z           -   4,124,976.381 (meters)                     COMP
 LA0562  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 LA0562  ELLIP HEIGHT-         241.72  (meters)          (10/07/05) GPS OBS
 LA0562  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LA0562  DYNAMIC HT  -         275.041 (meters)     902.36  (feet)  COMP
 LA0562  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 LA0562
 LA0562  HORZ ORDER  -  FIRST
 LA0562  VERT ORDER  -  SECOND    CLASS 0
 LA0562  ELLP ORDER  -  FOURTH    CLASS I
 LA0562
 LA0562.The horizontal coordinates were established by GPS observations
 LA0562.and adjusted by the National Geodetic Survey in September 1997..
 LA0562
 LA0562.The orthometric height was determined by differential leveling
 LA0562.and adjusted by the National Geodetic Survey in June 1991..
 LA0562
 LA0562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA0562
 LA0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA0562
 LA0562.The ellipsoidal height was determined by GPS observations
 LA0562.and is referenced to NAD 83.
 LA0562
 LA0562.The geoid height was determined by GEOID03.
 LA0562
 LA0562.The dynamic height is computed by dividing the NAVD 88
 LA0562.geopotential number by the normal gravity value computed on the
 LA0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0562.degrees latitude (g = 980.6199 gals.).
 LA0562
 LA0562.The modeled gravity was interpolated from observed gravity values.
 LA0562
 LA0562;                    North         East     Units Scale Factor Converg.
 LA0562;SPC OH N     -   100,583.173   420,645.966   MT  0.99997925   -1 23 28.5
 LA0562;SPC IN E     -   589,430.794   188,842.992   MT  1.00006379   +0 40 55.2
 LA0562;SPC IN E     - 1,933,824.20    619,562.38   sFT  1.00006379   +0 40 55.2
 LA0562;UTM  16      - 4,491,846.263   701,708.537   MT  1.00010084   +1 32 57.6
 LA0562
 LA0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA0562!SPC OH N     -   0.99996208  x   0.99997925  =   0.99994133
 LA0562!SPC IN E     -   0.99996208  x   1.00006379  =   1.00002587
 LA0562!UTM  16      -   0.99996208  x   1.00010084  =   1.00006292
 LA0562
 LA0562:                Primary Azimuth Mark                     Grid Az
 LA0562:SPC OH N     -  OHIO CITY MUNICIPAL TANK                 002 01 32.9
 LA0562:SPC IN E     -  OHIO CITY MUNICIPAL TANK                 359 57 09.2
 LA0562:UTM  16      -  OHIO CITY MUNICIPAL TANK                 359 05 06.8
 LA0562
 LA0562|---------------------------------------------------------------------|
 LA0562| PID    Reference Object                     Distance      Geod. Az  |
 LA0562|                                                           dddmmss.s |
 LA0562| LA2364 OHIO CITY MUNICIPAL TANK            APPROX.24.4 KM 0003804.4 |
 LA0562| LA2370 CELINA MUNICIPAL TANK               APPROX. 3.6 KM 0813307.0 |
 LA0562| LA0560 CELINA AZ MK                                       0891955.3 |
 LA0562| LA2373 CELINA MERSMAN TABLE WATER TK       APPROX. 3.4 KM 0905153.9 |
 LA0562| LA2371 CELINA IMM CON CATH CH DOME         APPROX. 3.8 KM 0910451.7 |
 LA0562| LA2372 CELINA MERSMAN TABLE COMPANY TALL S APPROX. 3.4 KM 0920943.9 |
 LA0562| LA0561 CELINA RM 1                         108.549 METERS 11222     |
 LA0562| LA2302 MARIA STEIN ST JOHNS CATH CH        APPROX.20.2 KM 1424231.5 |
 LA0562| LA2306 CARTHAGENA ST CHARLES SEM DOME      APPROX.14.1 KM 1611207.3 |
 LA0562| LA2307 CRANBERRY                           APPROX.18.2 KM 1685300.3 |
 LA0562| LA2305 CRANBERRY PRAIRIE CATH CH           APPROX.18.0 KM 1701309.6 |
 LA0562| LA0563 CELINA RM 2                         130.348 METERS 22338     |
 LA0562| LA2312 MACEDON CATHOLIC CH STEEPLE         APPROX.15.7 KM 2235757.5 |
 LA0562| LA2379 DICK CATHOLIC CHURCH STEEPLE        APPROX.19.1 KM 2662833.2 |
 LA0562| LA2386 GENEVA MUNICIPAL TANK               APPROX.29.2 KM 2783502.1 |
 LA0562| LA2374 ROCKFORD MUNICIPAL TANK             APPROX.15.8 KM 3503044.4 |
 LA0562|---------------------------------------------------------------------|
 LA0562
 LA0562                          SUPERSEDED SURVEY CONTROL
 LA0562
 LA0562  ELLIP H (09/04/97)  241.73   (m)                       GP(       ) 4 1
 LA0562  NAD 83(1986)-  40 33 10.19755(N)    084 37 03.88562(W) AD(       ) 1
 LA0562  NAD 27      -  40 33 10.03200(N)    084 37 04.04600(W) AD(       ) 1
 LA0562  NAVD 88 (09/04/97)  275.17   (m)          902.8    (f) LEVELING    3  
 LA0562  NGVD 29 (??/??/92)  275.327  (m)          903.30   (f) ADJ UNCH    2 0
 LA0562
 LA0562.Superseded values are not recommended for survey control.
 LA0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0562.See file dsdata.txt to determine how the superseded data were derived.
 LA0562
 LA0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0170991846(NAD 83)
 LA0562_MARKER: DS = TRIANGULATION STATION DISK
 LA0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0562_STAMPING: CELINA 1932
 LA0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0562+STABILITY: SURFACE MOTION
 LA0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0562+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 LA0562
 LA0562  HISTORY     - Date     Condition        Report By
 LA0562  HISTORY     - 1932     MONUMENTED       CGS
 LA0562  HISTORY     - 1947     GOOD             NGS
 LA0562  HISTORY     - 19950405 SEE DESCRIPTION  ABW
 LA0562
 LA0562                          STATION DESCRIPTION
 LA0562
 LA0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 LA0562'THE STATION CELINA
 LA0562'IS ABOUT 2-1/4
 LA0562'MILES WEST OF THE TOWN OF CELINA, ON THE NORTH
 LA0562'SIDE OF THE NORTHEAST 1/4 SEC. 3,
 LA0562'T. 6 S., R. 2 E., ON PROPERTY
 LA0562'BELONGING TO THE MERCER COUNTY INFIRMARY.  THE
 LA0562'STATION IS 200
 LA0562'FEET WEST OF THE CENTER LINE OF A DRIVEWAY TO LARGE HOUSE ON THE
 LA0562'NORTH SIDE OF
 LA0562'THE ROAD, 24 FEET SOUTH OF THE EAST AND WEST PROPERTY
 LA0562'LINE FENCE, AND 49 FEET SOUTH OF
 LA0562'THE CENTER LINE OF A COUNTY
 LA0562'ROAD.  THE SURFACE MARK IS 8 INCHES BELOW THE
 LA0562'SURFACE OF THE GROUND.
 LA0562'
 LA0562'REFERENCE MARK NO. 1 IS 356.13 FEET SOUTHEAST OF THE STATION
 LA0562'0.5 FOOT EAST OF A
 LA0562'NORTH-SOUTH FENCE LINE, 160 FEET SOUTH OF THE
 LA0562'EAST-WEST PROPERTY FENCE LINE AND 185
 LA0562'FEET SOUTH OF THE CENTER
 LA0562'LINE OF A GRAVEL ROAD.
 LA0562'
 LA0562'REFERENCE MARK NO. 2 IS 427.65 FEET SOUTHWEST OF THE STATION,
 LA0562'1/2 FOOT EAST OF A
 LA0562'NORTH-SOUTH FENCE LINE, 333 FEET SOUTH OF FENCE
 LA0562'LINE AND 359 FEET SOUTH OF CENTER
 LA0562'LINE OF ROAD.
 LA0562'
 LA0562'THE STATION MAY BE REACHED BY GOING TO CELINA, THEN WEST ON
 LA0562'GRAVEL ROAD 2-1/4
 LA0562'MILES.  THE STATION MAY BE REACHED BY GOING TO
 LA0562'THE JUNCTION OF STATE ROADS 51 AND
 LA0562'32, FOLLOW STATE ROAD 32 EAST
 LA0562'8.7 MILES, TURN NORTH AND GO 0.5 MILE, THEN EAST 0.6
 LA0562'MILE.
 LA0562'
 LA0562'THE AZIMUTH MARK IS LOCATED 0.16 MILE EAST OF THE STATION
 LA0562'NEAR A
 LA0562'NORTH-AND-SOUTH FENCE LINE WHICH FORMS THE WEST SIDE OF
 LA0562'A DRIVEWAY TO THE MERCER
 LA0562'COUNTY INFIRMARY.  IT IS 5.2 METERS WEST
 LA0562'OF THE CENTER LINE OF THE DRIVEWAY, 12.5
 LA0562'METERS SOUTH OF THE
 LA0562'CENTER LINE OF GRAVEL ROAD, 4.1 METERS SOUTH OF A FENCE
 LA0562'CORNER AND 0.2
 LA0562'METER WEST OF FENCE LINE.
 LA0562'
 LA0562'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 LA0562'DESCRIBED IN NOTES
 LA0562'1A, 7A, 11A AND 11A, RESPECTIVELY.
 LA0562
 LA0562                          STATION RECOVERY (1947)
 LA0562
 LA0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 LA0562'2.9 MI NW FROM CELINA.
 LA0562'ABOUT 1.95 MILES WEST ALONG STATE HIGHWAY 29 FROM ITS JUNCTION
 LA0562'WITH U.S. HIGHWAY 127 AT CELINA, THENCE ABOUT 0.5 MILE NORTH
 LA0562'ALONG A GRAVEL ROAD, THENCE ABOUT 0.45 MILE WEST ALONG A BLACK
 LA0562'TOP ROAD, IN A CULTIVATED FIELD, ABOUT 0.1 MILE WEST OF THE
 LA0562'JUNCTION OF A GRAVEL ROAD LEADING TO THE MERCER COUNTY FARM, 25
 LA0562'FEET SOUTH OF THE FENCE LINE, 51 FEET SOUTH OF THE CENTER LINE
 LA0562'OF THE BLACK TOP ROAD, 356.1 FEET NORTHWEST OF R.M. NO. 1, 427.6
 LA0562'FEET NORTHEAST OF R.M. 2, ABOUT 1 FOOT BELOW THE ROAD AND SET
 LA0562'IN THE TOP OF A CONCRETE POST 10 INCHES BELOW THE SURFACE OF THE
 LA0562'GROUND.
 LA0562
 LA0562                          STATION RECOVERY (1995)
 LA0562
 LA0562'RECOVERY NOTE BY ABW MAPPING AND CONSULTING 1995 (GBW)
 LA0562'IN THE NORTHEAST QUARTER OF SECTION 3, TOWN 6 SOUTH, RANGE 2 EAST,
 LA0562'JEFFERSON TOWNSHIP, MERCER COUNTY, OHIO.  TO REACH FROM THE MERCER
 LA0562'COUNTY COURT HOUSE, TRAVEL SOUTH ON US 127 FOR 0.4 MILES (0.6 KM) TO
 LA0562'ITS INTERSECTION WITH STATE ROUTE 29, PROCEED WEST ON STATE ROUTE 29
 LA0562'FOR 2 MILES (3.2 KM) TO ITS INTERSECTION WITH FLEETFOOT ROAD, PROCEED
 LA0562'NORTH ON FLEETFOOT ROAD FOR 0.5 MILES (0.8 KM) TO ITS INTERSECTION
 LA0562'WITH MUD PIKE, PROCEED WEST ON MUD PIKE FOR 0.4 MILES.  (0.6 KM) MARK
 LA0562'IS ON A HIGH POINT 40 FEET (12.2 M) SOUTH OF THE SOUTH EDGE OF
 LA0562'PAVEMENT OF MUD PIKE, 250 FEET (76.2 M) EAST OF RESIDENCE NUMBER 4750,
 LA0562'APPROXIMATLY 800 FEET (243.8 M) WEST OF THE DRIVE GOING TO THE COUNTY
 LA0562'HOME.  MARK IS SURROUNDED BY 4 STEEL POSTS.  MARK IS 10 INCHES BELOW
 LA0562'THE SURFACE AND MAY HAVE BEEN HIT BY FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0560 ***********************************************************************
 LA0560  DESIGNATION -  CELINA AZ MK
 LA0560  PID         -  LA0560
 LA0560  STATE/COUNTY-  OH/MERCER
 LA0560  USGS QUAD   -  CELINA (1982)
 LA0560
 LA0560                         *CURRENT SURVEY CONTROL
 LA0560  ___________________________________________________________________
 LA0560* NAD 83(1986)-  40 33 10.     (N)    084 36 53.     (W)     SCALED    
 LA0560* NAVD 88     -       274.998  (meters)     902.22   (feet)  ADJUSTED  
 LA0560  ___________________________________________________________________
 LA0560  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LA0560  DYNAMIC HT  -         274.867 (meters)     901.79  (feet)  COMP
 LA0560  MODELED GRAV-     980,140.9   (mgal)                       NAVD 88
 LA0560
 LA0560  VERT ORDER  -  SECOND    CLASS 0
 LA0560
 LA0560.The horizontal coordinates were scaled from a topographic map and have
 LA0560.an estimated accuracy of +/- 6 seconds.
 LA0560
 LA0560.The orthometric height was determined by differential leveling
 LA0560.and adjusted by the National Geodetic Survey in June 1991..
 LA0560
 LA0560.The geoid height was determined by GEOID03.
 LA0560
 LA0560.The dynamic height is computed by dividing the NAVD 88
 LA0560.geopotential number by the normal gravity value computed on the
 LA0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0560.degrees latitude (g = 980.6199 gals.).
 LA0560
 LA0560.The modeled gravity was interpolated from observed gravity values.
 LA0560
 LA0560;                    North         East    Units  Estimated Accuracy
 LA0560;SPC OH N     -   100,570.      420,900.      MT  (+/- 180 meters Scaled)
 LA0560
 LA0560                          SUPERSEDED SURVEY CONTROL
 LA0560
 LA0560  NGVD 29 (??/??/92)  275.153  (m)          902.73   (f) ADJ UNCH    2 0
 LA0560
 LA0560.Superseded values are not recommended for survey control.
 LA0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0560.See file dsdata.txt to determine how the superseded data were derived.
 LA0560
 LA0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK019918(NAD 83)
 LA0560_MARKER: DZ = AZIMUTH MARK DISK
 LA0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0560_STAMPING: CELINA AZIMUTH 1932
 LA0560_MARK LOGO: CGS   
 LA0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0560+STABILITY: SURFACE MOTION
 LA0560
 LA0560  HISTORY     - Date     Condition        Report By
 LA0560  HISTORY     - 1932     MONUMENTED       CGS
 LA0560  HISTORY     - 1947     GOOD             CGS
 LA0560
 LA0560                          STATION DESCRIPTION
 LA0560
 LA0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0560'2.8 MI NW FROM CELINA.
 LA0560'ABOUT 1.95 MILES WEST ALONG STATE HIGHWAY 29 FROM ITS JUNCTION
 LA0560'WITH U.S. HIGHWAY 127 AT CELINA, THENCE ABOUT 0.5 MILE NORTH
 LA0560'ALONG A GRAVEL ROAD, THENCE ABOUT 0.35 MILE WEST ALONG A BLACK
 LA0560'TOP ROAD, AT THE JUNCTION OF A ROAD LEADING SOUTH TO THE MERCER
 LA0560'COUNTY FARM, 42 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP
 LA0560'ROAD, 15 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 1 FOOT
 LA0560'WEST OF A WIRE FENCE, 13 FEET SOUTH OF A FENCE CORNER, 2 FEET
 LA0560'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 LA0560'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2371 ***********************************************************************
 LA2371  DESIGNATION -  CELINA IMM CON CATH CH DOME
 LA2371  PID         -  LA2371
 LA2371  STATE/COUNTY-  OH/MERCER
 LA2371  USGS QUAD   -  CELINA (1982)
 LA2371
 LA2371                         *CURRENT SURVEY CONTROL
 LA2371  ___________________________________________________________________
 LA2371* NAD 83(1995)-  40 33 07.84330(N)    084 34 22.61742(W)     ADJUSTED  
 LA2371* NAVD 88     -                                                        
 LA2371  ___________________________________________________________________
 LA2371  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 LA2371  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA2371
 LA2371  HORZ ORDER  -  THIRD
 LA2371
 LA2371.The horizontal coordinates were established by classical geodetic methods
 LA2371.and adjusted by the National Geodetic Survey in April 1998..
 LA2371
 LA2371
 LA2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2371
 LA2371.The geoid height was determined by GEOID03.
 LA2371
 LA2371;                    North         East     Units Scale Factor Converg.
 LA2371;SPC OH N     -   100,419.496   424,437.099   MT  0.99997936   -1 21 42.6
 LA2371;UTM  16      - 4,491,877.283   705,503.571   MT  1.00011986   +1 34 42.5
 LA2371
 LA2371                          SUPERSEDED SURVEY CONTROL
 LA2371
 LA2371  NAD 83(1986)-  40 33 07.84543(N)    084 34 22.63406(W) AD(       ) 4
 LA2371  NAD 27      -  40 33 07.68100(N)    084 34 22.80100(W) AD(       ) 3
 LA2371
 LA2371.Superseded values are not recommended for survey control.
 LA2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2371.See file dsdata.txt to determine how the superseded data were derived.
 LA2371
 LA2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0550491877(NAD 83)
 LA2371_MARKER: 87 = DOME
 LA2371
 LA2371  HISTORY     - Date     Condition        Report By
 LA2371  HISTORY     - UNK      FIRST OBSERVED
 LA2371  HISTORY     - 1963     GOOD             CGS
 LA2371  HISTORY     - 1985     GOOD             USPSQD
 LA2371
 LA2371                          STATION DESCRIPTION
 LA2371
 LA2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2371'A PRIOR DESCRIPTION, IF ANY, OTHER THAN COORDINATES WAS NOT AVAILABLE
 LA2371'TO THIS RECOVERER.  ABOUT 0.2 MILE OR TWO BLOCKS N OF THE NW CORNER
 LA2371'OF THE COURTHOUSE SQUARE IN CELINA, IN THE NW ANGLE OF THE
 LA2371'INTERSECTION OF N. WALNUT AND W. ANTHONY STREETS, ABOUT 55 YARDS W
 LA2371'OF THE FORMER, ABOUT 35 YARDS N OF THE LATTER, THE CROSS ON TOP
 LA2371'OF THE HIGH COLONNADED AND DOMED CUPOLA OF THE IMMACULATE CONCEPTION
 LA2371'CATHOLIC CHURCH, AN ESTIMATED 175 FEET HIGH.
 LA2371
 LA2371                          STATION RECOVERY (1985)
 LA2371
 LA2371'RECOVERY NOTE BY US POWER SQUADRON 1985 (MS)
 LA2371'DOME FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2372 ***********************************************************************
 LA2372  DESIGNATION -  CELINA MERSMAN TABLE COMPANY TALL STK
 LA2372  PID         -  LA2372
 LA2372  STATE/COUNTY-  OH/MERCER
 LA2372  USGS QUAD   -  CELINA (1982)
 LA2372
 LA2372                         *CURRENT SURVEY CONTROL
 LA2372  ___________________________________________________________________
 LA2372* NAD 83(1995)-  40 33 06.03279(N)    084 34 40.18836(W)     ADJUSTED  
 LA2372* NAVD 88     -                                                        
 LA2372  ___________________________________________________________________
 LA2372  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LA2372  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA2372
 LA2372  HORZ ORDER  -  THIRD
 LA2372
 LA2372.The horizontal coordinates were established by classical geodetic methods
 LA2372.and adjusted by the National Geodetic Survey in April 1998..
 LA2372
 LA2372
 LA2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2372
 LA2372.The geoid height was determined by GEOID03.
 LA2372
 LA2372;                    North         East     Units Scale Factor Converg.
 LA2372;SPC OH N     -   100,373.502   424,022.479   MT  0.99997943   -1 21 54.1
 LA2372;UTM  16      - 4,491,810.073   705,091.799   MT  1.00011778   +1 34 31.0
 LA2372
 LA2372                          SUPERSEDED SURVEY CONTROL
 LA2372
 LA2372  NAD 83(1986)-  40 33 06.03499(N)    084 34 40.20592(W) AD(       ) 4
 LA2372  NAD 27      -  40 33 05.87000(N)    084 34 40.35500(W) AD(       ) 3
 LA2372
 LA2372.Superseded values are not recommended for survey control.
 LA2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2372.See file dsdata.txt to determine how the superseded data were derived.
 LA2372
 LA2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0509291810(NAD 83)
 LA2372_MARKER: 63 = STACK
 LA2372
 LA2372  HISTORY     - Date     Condition        Report By
 LA2372  HISTORY     - 1932     FIRST OBSERVED
 LA2372  HISTORY     - 1963     GOOD             CGS
 LA2372
 LA2372                          STATION DESCRIPTION
 LA2372
 LA2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2372'NO PRIOR DESCRIPTION OTHER THAN COORDINATES WERE AVAILABLE.  ABOUT
 LA2372'0.2 MILE N ALONG N. MAIN STREET FROM THE NE CORNER OF THE COURTHOUSE
 LA2372'SQUARE, THENCE 0.35 MILE W ALONG WEST ANTHONY STREET TO ITS END
 LA2372'JUST E OF THE STATION, AN ESTIMATED 175 FOOT HIGH BRICK STACK WITH
 LA2372'MERSMAN TABLES SPELLED OUT VERTICALLY IN BLACK BRICKS
 LA2372'CONSTRUCTION-INLAID INTO THE CIRCUMFERENCE OF THE STACK ON LINES
 LA2372'HALFWAY BETWEEN THE CARDINAL DIRECTIONS, LOCATED ABOUT 25 YARDS
 LA2372'S OF THE PROJECTED CENTER LINE OF ANTHONY STREET AND AN
 LA2372'ESTIMATED 100 YARDS W OF TRACKS OF THE CINCINNATI NORTHERN BRANCH
 LA2372'OF THE NEW YORK CENTRAL RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2373 ***********************************************************************
 LA2373  DESIGNATION -  CELINA MERSMAN TABLE WATER TK
 LA2373  PID         -  LA2373
 LA2373  STATE/COUNTY-  OH/MERCER
 LA2373  USGS QUAD   -  CELINA (1982)
 LA2373
 LA2373                         *CURRENT SURVEY CONTROL
 LA2373  ___________________________________________________________________
 LA2373* NAD 83(1995)-  40 33 08.48744(N)    084 34 37.77542(W)     ADJUSTED  
 LA2373* NAVD 88     -                                                        
 LA2373  ___________________________________________________________________
 LA2373  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 LA2373  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA2373
 LA2373  HORZ ORDER  -  THIRD
 LA2373
 LA2373.The horizontal coordinates were established by classical geodetic methods
 LA2373.and adjusted by the National Geodetic Survey in April 1998..
 LA2373
 LA2373
 LA2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2373
 LA2373.The geoid height was determined by GEOID03.
 LA2373
 LA2373;                    North         East     Units Scale Factor Converg.
 LA2373;SPC OH N     -   100,447.843   424,081.038   MT  0.99997933   -1 21 52.5
 LA2373;UTM  16      - 4,491,887.330   705,146.475   MT  1.00011805   +1 34 32.7
 LA2373
 LA2373                          SUPERSEDED SURVEY CONTROL
 LA2373
 LA2373  NAD 83(1986)-  40 33 08.48948(N)    084 34 37.79167(W) AD(       ) 4
 LA2373  NAD 27      -  40 33 08.33000(N)    084 34 37.96000(W) AD(       ) 3
 LA2373
 LA2373.Superseded values are not recommended for survey control.
 LA2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2373.See file dsdata.txt to determine how the superseded data were derived.
 LA2373
 LA2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0514691887(NAD 83)
 LA2373_MARKER: 51 = TANK
 LA2373
 LA2373  HISTORY     - Date     Condition        Report By
 LA2373  HISTORY     - UNK      FIRST OBSERVED
 LA2373  HISTORY     - 1963     GOOD             CGS
 LA2373  HISTORY     - 1985     GOOD             USPSQD
 LA2373
 LA2373                          STATION DESCRIPTION
 LA2373
 LA2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2373'NO PRIOR DESCRIPTION OTHER THAN COORDINATES WERE AVAILABLE.  ABOUT
 LA2373'0.2 MILE N ALONG N. MAIN STREET FROM THE NE CORNER OF THE COURTHOUSE
 LA2373'SQUARE IN CELINA, THENCE 0.35 MILE W ALONG W. ANTHONY STREET TO THE
 LA2373'END OF THE STREET AT CINCINNATI BRANCH OF NEW YORK CENTRAL
 LA2373'RAILROAD AND THE STATION, ABOUT 55 YARDS N OF PROJECTED CENTER
 LA2373'LINE OF ANTHONY STREET, ABOUT 35 YARDS W OF THE RAILROAD MAIN
 LA2373'LINE, AN ESTIMATED 125-FOOT HIGH 4-LEGGED REPORTEDLY FIFTY
 LA2373'THOUSAND GALLONS WATER TANK.  ACCORDING TO THE BUILDERS
 LA2373'NAMEPLATE, IT WAS BUILT IN 1924.
 LA2373
 LA2373                          STATION RECOVERY (1985)
 LA2373
 LA2373'RECOVERY NOTE BY US POWER SQUADRON 1985 (MS)
 LA2373'MERSMAN TANK FOUND OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2370 ***********************************************************************
 LA2370  DESIGNATION -  CELINA MUNICIPAL TANK
 LA2370  PID         -  LA2370
 LA2370  STATE/COUNTY-  OH/MERCER
 LA2370  USGS QUAD   -  CELINA (1982)
 LA2370
 LA2370                         *CURRENT SURVEY CONTROL
 LA2370  ___________________________________________________________________
 LA2370* NAD 83(1995)-  40 33 27.19650(N)    084 34 33.55491(W)     ADJUSTED  
 LA2370* NAVD 88     -                                                        
 LA2370  ___________________________________________________________________
 LA2370  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 LA2370  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LA2370
 LA2370  HORZ ORDER  -  THIRD
 LA2370
 LA2370.The horizontal coordinates were established by classical geodetic methods
 LA2370.and adjusted by the National Geodetic Survey in April 1998..
 LA2370
 LA2370
 LA2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2370
 LA2370.The geoid height was determined by GEOID03.
 LA2370
 LA2370;                    North         East     Units Scale Factor Converg.
 LA2370;SPC OH N     -   101,022.402   424,194.044   MT  0.99997852   -1 21 49.8
 LA2370;UTM  16      - 4,492,467.010   705,229.871   MT  1.00011848   +1 34 36.0
 LA2370
 LA2370                          SUPERSEDED SURVEY CONTROL
 LA2370
 LA2370  NAD 83(1986)-  40 33 27.19822(N)    084 34 33.57145(W) AD(       ) 4
 LA2370  NAD 27      -  40 33 27.03400(N)    084 34 33.74000(W) AD(       ) 3
 LA2370
 LA2370.Superseded values are not recommended for survey control.
 LA2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2370.See file dsdata.txt to determine how the superseded data were derived.
 LA2370
 LA2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0523092467(NAD 83)
 LA2370
 LA2370  HISTORY     - Date     Condition        Report By
 LA2370  HISTORY     - UNK      MONUMENTED
 LA2370  HISTORY     - 1963     GOOD             CGS
 LA2370
 LA2370                          STATION DESCRIPTION
 LA2370
 LA2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VRS)
 LA2370'NO PRIOR DESCRIPTION OTHER THAN COORDINATES WERE AVAILABLE.  ABOUT
 LA2370'0.5 MILE N ALONG N. MAIN STREET FROM THE NE CORNER OF THE COURTHOUSE
 LA2370'SQUARE IN CELINA, THENCE 0.3 MILE W ON W. LEONA STREET TO THE
 LA2370'STATION, ABOUT 80 YARDS W OF CENTER LINE OF N. ORCHARD STREET, 7
 LA2370'YARDS S OF PROJECTED CENTER LINE OF LEONA STREET, AN ESTIMATED
 LA2370'150 FEET HIGH GLOBULAR 8-LEGGED STEEL TANK BUILT IN 1930 (SEE
 LA2370'PLATE ON CENTRAL FEED PIPE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0561 ***********************************************************************
 LA0561  DESIGNATION -  CELINA RM 1
 LA0561  PID         -  LA0561
 LA0561  STATE/COUNTY-  OH/MERCER
 LA0561  USGS QUAD   -  CELINA (1982)
 LA0561
 LA0561                         *CURRENT SURVEY CONTROL
 LA0561  ___________________________________________________________________
 LA0561* NAD 83(1986)-  40 33 10.     (N)    084 37 04.     (W)     SCALED    
 LA0561* NAVD 88     -       275.827  (meters)     904.94   (feet)  ADJUSTED  
 LA0561  ___________________________________________________________________
 LA0561  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LA0561  DYNAMIC HT  -         275.695 (meters)     904.51  (feet)  COMP
 LA0561  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 LA0561
 LA0561  VERT ORDER  -  SECOND    CLASS 0
 LA0561
 LA0561.The horizontal coordinates were scaled from a topographic map and have
 LA0561.an estimated accuracy of +/- 6 seconds.
 LA0561
 LA0561.The orthometric height was determined by differential leveling
 LA0561.and adjusted by the National Geodetic Survey in June 1991..
 LA0561
 LA0561.The geoid height was determined by GEOID03.
 LA0561
 LA0561.The dynamic height is computed by dividing the NAVD 88
 LA0561.geopotential number by the normal gravity value computed on the
 LA0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0561.degrees latitude (g = 980.6199 gals.).
 LA0561
 LA0561.The modeled gravity was interpolated from observed gravity values.
 LA0561
 LA0561;                    North         East    Units  Estimated Accuracy
 LA0561;SPC OH N     -   100,580.      420,640.      MT  (+/- 180 meters Scaled)
 LA0561
 LA0561                          SUPERSEDED SURVEY CONTROL
 LA0561
 LA0561  NGVD 29 (??/??/92)  275.981  (m)          905.45   (f) ADJ UNCH    2 0
 LA0561
 LA0561.Superseded values are not recommended for survey control.
 LA0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0561.See file dsdata.txt to determine how the superseded data were derived.
 LA0561
 LA0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK017918(NAD 83)
 LA0561_MARKER: DR = REFERENCE MARK DISK
 LA0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0561_STAMPING: CELINA NO 1 1932
 LA0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0561+STABILITY: SURFACE MOTION
 LA0561
 LA0561  HISTORY     - Date     Condition        Report By
 LA0561  HISTORY     - 1932     MONUMENTED       CGS
 LA0561  HISTORY     - 1947     GOOD             NGS
 LA0561
 LA0561                          STATION DESCRIPTION
 LA0561
 LA0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0561'2.9 MI NW FROM CELINA.
 LA0561'ABOUT 1.95 MILES WEST ALONG STATE HIGHWAY 29 FROM ITS JUNCTION
 LA0561'WITH U.S. HIGHWAY 127 AT CELINA, THENCE ABOUT 0.5 MILE NORTH
 LA0561'ALONG A GRAVEL ROAD, THENCE ABOUT 0.45 MILE WEST ALONG A BLACK
 LA0561'TOP ROAD, ABOUT 0.1 MILE WEST OF THE ROAD LEADING SOUTH TO THE
 LA0561'MERCER COUNTY FARMS, ABOUT 160 FEET SOUTH OF THE EAST-WEST FENCE
 LA0561'LINE, 185 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD,
 LA0561'1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF A WHITE
 LA0561'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 LA0561'OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0563 ***********************************************************************
 LA0563  DESIGNATION -  CELINA RM 2
 LA0563  PID         -  LA0563
 LA0563  STATE/COUNTY-  OH/MERCER
 LA0563  USGS QUAD   -  CELINA (1982)
 LA0563
 LA0563                         *CURRENT SURVEY CONTROL
 LA0563  ___________________________________________________________________
 LA0563* NAD 83(1986)-  40 33 10.     (N)    084 37 04.     (W)     SCALED    
 LA0563* NAVD 88     -       275.002  (meters)     902.24   (feet)  ADJUSTED  
 LA0563  ___________________________________________________________________
 LA0563  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LA0563  DYNAMIC HT  -         274.871 (meters)     901.81  (feet)  COMP
 LA0563  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 LA0563
 LA0563  VERT ORDER  -  SECOND    CLASS 0
 LA0563
 LA0563.The horizontal coordinates were scaled from a topographic map and have
 LA0563.an estimated accuracy of +/- 6 seconds.
 LA0563
 LA0563.The orthometric height was determined by differential leveling
 LA0563.and adjusted by the National Geodetic Survey in June 1991..
 LA0563
 LA0563.The geoid height was determined by GEOID03.
 LA0563
 LA0563.The dynamic height is computed by dividing the NAVD 88
 LA0563.geopotential number by the normal gravity value computed on the
 LA0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0563.degrees latitude (g = 980.6199 gals.).
 LA0563
 LA0563.The modeled gravity was interpolated from observed gravity values.
 LA0563
 LA0563;                    North         East    Units  Estimated Accuracy
 LA0563;SPC OH N     -   100,580.      420,640.      MT  (+/- 180 meters Scaled)
 LA0563
 LA0563                          SUPERSEDED SURVEY CONTROL
 LA0563
 LA0563  NGVD 29 (??/??/92)  275.157  (m)          902.74   (f) ADJ UNCH    2 0
 LA0563
 LA0563.Superseded values are not recommended for survey control.
 LA0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0563.See file dsdata.txt to determine how the superseded data were derived.
 LA0563
 LA0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK017918(NAD 83)
 LA0563_MARKER: DR = REFERENCE MARK DISK
 LA0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0563_STAMPING: CELINA NO 2 1932
 LA0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0563+STABILITY: SURFACE MOTION
 LA0563
 LA0563  HISTORY     - Date     Condition        Report By
 LA0563  HISTORY     - 1932     MONUMENTED       CGS
 LA0563  HISTORY     - 1947     GOOD             NGS
 LA0563
 LA0563                          STATION DESCRIPTION
 LA0563
 LA0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0563'3 MI NW FROM CELINA.
 LA0563'ABOUT 1.95 MILES WEST ALONG STATE HIGHWAY 29 FROM THE JUNCTION
 LA0563'OF U.S. HIGHWAY 127 AT CELINA, THENCE ABOUT 0.5 MILE NORTH ALONG
 LA0563'A GRAVEL ROAD, THENCE ABOUT 0.5 MILE WEST ALONG A BLACK TOP
 LA0563'ROAD, ABOUT 0.15 MILE WEST OF THE JUNCTION OF A ROAD SOUTH TO THE
 LA0563'MERCER COUNTY FARMS, 427.6 FEET SOUTHWEST OF THE STATION MARK,
 LA0563'333 FEET SOUTH OF THE EAST-WEST FENCE LINE, 359 FEET SOUTH OF
 LA0563'THE CENTER LINE OF THE BLACK TOP ROAD, 1.5 FEET EAST OF A
 LA0563'NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 LA0563'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA0563'POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2414 ***********************************************************************
 LA2414  SACS        -  This is a Secondary Airport Control Station.
 LA2414  DESIGNATION -  CELPORT
 LA2414  PID         -  LA2414
 LA2414  STATE/COUNTY-  OH/MERCER
 LA2414  USGS QUAD   -  MONTEZUMA (1982)
 LA2414
 LA2414                         *CURRENT SURVEY CONTROL
 LA2414  ___________________________________________________________________
 LA2414* NAD 83(1995)-  40 29 02.05611(N)    084 33 49.46669(W)     ADJUSTED  
 LA2414* NAVD 88     -       271.53   (meters)     890.8    (feet)  GPS OBS   
 LA2414  ___________________________________________________________________
 LA2414  X           -     460,255.548 (meters)                     COMP
 LA2414  Y           -  -4,836,325.691 (meters)                     COMP
 LA2414  Z           -   4,119,155.219 (meters)                     COMP
 LA2414  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 LA2414  ELLIP HEIGHT-         238.09  (meters)          (10/07/05) GPS OBS
 LA2414  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LA2414
 LA2414  HORZ ORDER  -  FIRST
 LA2414  ELLP ORDER  -  THIRD     CLASS II
 LA2414
 LA2414.This mark is at Lakefield Airport (CQA)
 LA2414
 LA2414.The horizontal coordinates were established by GPS observations
 LA2414.and adjusted by the National Geodetic Survey in May 1997..
 LA2414
 LA2414.The orthometric height was determined by GPS observations and a
 LA2414.high-resolution geoid model.
 LA2414
 LA2414.GPS derived orthometric heights for airport stations designated as
 LA2414.PACS or SACS are published to 2 decimal places.  This maintains
 LA2414.centimeter relative accuracy between the PACS and SACS.  It does
 LA2414.not indicate centimeter accuracy relative to other marks which are
 LA2414.part of the NAVD 88 network.
 LA2414
 LA2414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2414
 LA2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2414
 LA2414.The ellipsoidal height was determined by GPS observations
 LA2414.and is referenced to NAD 83.
 LA2414
 LA2414.The geoid height was determined by GEOID03.
 LA2414
 LA2414;                    North         East     Units Scale Factor Converg.
 LA2414;SPC OH N     -    92,821.753   425,037.466   MT  0.99999070   -1 21 20.8
 LA2414;UTM  16      - 4,484,319.281   706,492.864   MT  1.00012489   +1 34 56.1
 LA2414
 LA2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2414!SPC OH N     -   0.99996265  x   0.99999070  =   0.99995335
 LA2414!UTM  16      -   0.99996265  x   1.00012489  =   1.00008754
 LA2414
 LA2414:                Primary Azimuth Mark                     Grid Az
 LA2414:SPC OH N     -  CELPORT AZ MK                            083 23 41.1
 LA2414:UTM  16      -  CELPORT AZ MK                            080 27 24.2
 LA2414
 LA2414|---------------------------------------------------------------------|
 LA2414| PID    Reference Object                     Distance      Geod. Az  |
 LA2414|                                                           dddmmss.s |
 LA2414| LA2417 CELPORT AZ MK                       APPROX. 0.6 KM 0820220.3 |
 LA2414|---------------------------------------------------------------------|
 LA2414
 LA2414                          SUPERSEDED SURVEY CONTROL
 LA2414
 LA2414  ELLIP H (05/09/97)  238.11   (m)                       GP(       ) 3 2
 LA2414  NAD 83(1986)-  40 29 02.06950(N)    084 33 49.47860(W) AD(       ) 3
 LA2414  NAD 27      -  40 29 01.88632(N)    084 33 49.61846(W) AD(       ) 3
 LA2414  NGVD 29 (02/23/89)  270.7    (m)          888.     (f) GPS OBS        
 LA2414
 LA2414.Superseded values are not recommended for survey control.
 LA2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2414.See file dsdata.txt to determine how the superseded data were derived.
 LA2414
 LA2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0649384319(NAD 83)
 LA2414_MARKER: DH = HORIZONTAL CONTROL DISK
 LA2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2414_SP_SET: CONCRETE POST
 LA2414_STAMPING: CELPORT 1986
 LA2414_MARK LOGO: NGS   
 LA2414_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2414+STABILITY: SURFACE MOTION
 LA2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2414+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1995
 LA2414
 LA2414  HISTORY     - Date     Condition        Report By
 LA2414  HISTORY     - 1986     MONUMENTED       NGS
 LA2414  HISTORY     - 19870915 GOOD
 LA2414  HISTORY     - 19880701 GOOD             NGS
 LA2414  HISTORY     - 19951017 GOOD             NGS
 LA2414
 LA2414                          STATION DESCRIPTION
 LA2414
 LA2414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LA2414'STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF CELINA, 0.4 MILES
 LA2414'EAST OF US HIGHWAY 127, AT THE MERCER COUNTY AIRPORT, AT THE JUNCTION
 LA2414'OF THE MAIN TAXIWAY AN THE SINGLE RUNWAY.  OWNERSHIP  MERCER COUNTY,
 LA2414'C/O MANAGER LAKEFIELD AIRPORT, 6177 STATE ROUTE 219, CELINA OH 45822
 LA2414'PHONE 419-268-2565
 LA2414'THO REACH FROM THE JUNCTION OF US HIGHWAY 127 AND STATE HIGHWAY 29 AT
 LA2414'THE SOUTH EDGE OF CELINA, GO SOUTH ON HIGHWAY 127 FOR 4.4 MILES TO ITS
 LA2414'JUNCTION WITH STATE HIGHWAY 219.  TURN LEFT, NORTHEAST, ON HIGHWAY
 LA2414'219 FOR 0.4 MILES  TO THE AIRPORT BUILDING ON THE RIGHT.  CONTINUE
 LA2414'AHEAD FOR 0.05 MILES TO A ROAD RIGHT.  TURN RIGHT ON ROAD AND TAXI-
 LA2414'WAY, SOUTH, THEN WEST, FOR 0.1 MILE TO THE ADMINISTRATION BUILDING.
 LA2414'TO REACH AZIMUTH MARK, BEAR LEFT, EASTERLY, ON TAXIWAY FOR 0.4
 LA2414'MILES TO ITS END AND MARK ON THE RIGHT.  TURN LEFT, SOUTH, ON MAIN
 LA2414'TAXIWAY FOR 0.1 MILES TO THE RUNWAY AND STATION ON THE LEFT.
 LA2414'STATION MARK IS A STANDARD NGS STATION DISK STAMPED---CELPORT 1986--
 LA2414'SET IN THE TOP OF A 25 CM ROUND CONCRETE POST PROJECTION 1 CM.  IT
 LA2414'IS 20.1 METERS NORTH OF THE RUNWAY CENTER, 13.1 METERS EAST OF THE
 LA2414'TAXI CENTER, 6.2 METERS NORTHEAST OF THE CURVED PAVEMENT EDGE,
 LA2414'7.3 METERS SOUTH OF A FIBERGLASS WITNESS POST AT DRAIN UNIT, AND
 LA2414'7.1 METERS SOUTH OF SOUTHWEST CORNET OF L-SHAPED DRAIN.  NO SUB-
 LA2414'SURFACE DISK DUE TO WATER IN HOLE.
 LA2414'DESCRIBED BY G. R. HEID.  TYPED BY JAMES MALONEY 9/05/87.
 LA2414
 LA2414                          STATION RECOVERY (1987)
 LA2414
 LA2414'RECOVERED 1987
 LA2414'RECOVERED IN GOOD CONDITION.
 LA2414
 LA2414                          STATION RECOVERY (1988)
 LA2414
 LA2414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LA2414'RECOVERED IN GOOD CONDITION.
 LA2414
 LA2414                          STATION RECOVERY (1995)
 LA2414
 LA2414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 LA2414'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH-SOUTHWEST OF CELINA,
 LA2414'0.6 KM (0.35 MI) EAST OF U.S.  HIGHWAY 127 AT THE LAKEFIELD AIRPORT,
 LA2414'IN THE NORTHEAST QUADRANT OF THE JUNCTION OF THE CONNECTOR TAXI FROM
 LA2414'THE APRON AND THE RUNWAY.  OWNERSHIP--MERCER COUNTY, 6177 STATE ROUTE
 LA2414'219, CELINA, OH.  45822.  AIRPORT MANAGER IS MICHAEL W.  HULL.  PHONE
 LA2414'419-268-2190.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 127 AND
 LA2414'STATE HIGHWAY 29 AT THE SOUTH EDGE OF CELINA, GO SOUTH ON HIGHWAY 127
 LA2414'FOR 7.1 KM (4.40 MI) TO THE JUNCTION OF STATE HIGHWAY 219.  TURN LEFT,
 LA2414'NORTHEAST, ON HIGHWAY 219 FOR 0.65 KM (0.40 MI) TO THE AIRPORT
 LA2414'BUILDING ON THE RIGHT.  CONTINUE AHEAD FOR 0.08 KM (0.05 MI) TO A ROAD
 LA2414'RIGHT.  TURN RIGHT ON ROAD AND TAXI, SOUTH, THEN WEST, FOR 0.15 KM
 LA2414'(0.10 MI) TO THE ADMINISTRATION BUILDING.  TURN LEFT, SOUTH, ALONG THE
 LA2414'MAIN TAXI FOR 0.13 KM (0.10 MI) TO THE RUNWAY AND THE STATION ON THE
 LA2414'LEFT.  THE STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST
 LA2414'PROJECTING 1 CM.  IT IS 20.1 M (65.9 FT) NORTH OF THE RUNWAY CENTER,
 LA2414'12.2 M (40.0 FT) EAST OF THE TAXI CENTER, 6.2 M (20.3 FT) NORTHEAST OF
 LA2414'THE CURVED PAVEMENT EDGE, 7.3 M (24.0 FT) SOUTH OF A FIBERGLASS
 LA2414'WITNESS POST AT A DRAIN UNIT, 3.4 M (11.2 FT) SOUTHEAST OF BLUE TAXI
 LA2414'LIGHT NUMBER 2, AND 7.1.M SOUTH OF THE SOUTHWEST CORNER OF AN L-SHAPED
 LA2414'DRAIN.  NO UNDERGROUND MARK WAS SET DUE TO WATER IN THE HOLE.
 LA2414'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2417 ***********************************************************************
 LA2417  SACS        -  This is a Secondary Airport Control Station.
 LA2417  DESIGNATION -  CELPORT AZ MK
 LA2417  PID         -  LA2417
 LA2417  STATE/COUNTY-  OH/MERCER
 LA2417  USGS QUAD   -  MONTEZUMA (1982)
 LA2417
 LA2417                         *CURRENT SURVEY CONTROL
 LA2417  ___________________________________________________________________
 LA2417* NAD 83(1995)-  40 29 04.67761(N)    084 33 24.90938(W)     ADJUSTED  
 LA2417* NAVD 88     -       271.70   (meters)     891.4    (feet)  GPS OBS   
 LA2417  ___________________________________________________________________
 LA2417  X           -     460,826.378 (meters)                     COMP
 LA2417  Y           -  -4,836,218.733 (meters)                     COMP
 LA2417  Z           -   4,119,216.840 (meters)                     COMP
 LA2417  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 LA2417  ELLIP HEIGHT-         238.27  (meters)          (10/07/05) GPS OBS
 LA2417  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LA2417
 LA2417  HORZ ORDER  -  FIRST
 LA2417  ELLP ORDER  -  THIRD     CLASS II
 LA2417
 LA2417.This mark is at Lakefield Airport (CQA)
 LA2417
 LA2417.The horizontal coordinates were established by GPS observations
 LA2417.and adjusted by the National Geodetic Survey in May 1997..
 LA2417
 LA2417.The orthometric height was determined by GPS observations and a
 LA2417.high-resolution geoid model.
 LA2417
 LA2417.GPS derived orthometric heights for airport stations designated as
 LA2417.PACS or SACS are published to 2 decimal places.  This maintains
 LA2417.centimeter relative accuracy between the PACS and SACS.  It does
 LA2417.not indicate centimeter accuracy relative to other marks which are
 LA2417.part of the NAVD 88 network.
 LA2417
 LA2417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2417
 LA2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2417
 LA2417.The ellipsoidal height was determined by GPS observations
 LA2417.and is referenced to NAD 83.
 LA2417
 LA2417.The geoid height was determined by GEOID03.
 LA2417
 LA2417;                    North         East     Units Scale Factor Converg.
 LA2417;SPC OH N     -    92,888.930   425,617.586   MT  0.99999057   -1 21 04.7
 LA2417;UTM  16      - 4,484,416.116   707,068.856   MT  1.00012782   +1 35 12.2
 LA2417
 LA2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2417!SPC OH N     -   0.99996262  x   0.99999057  =   0.99995319
 LA2417!UTM  16      -   0.99996262  x   1.00012782  =   1.00009044
 LA2417
 LA2417:                Primary Azimuth Mark                     Grid Az
 LA2417:SPC OH N     -  CELPORT                                  263 23 40.9
 LA2417:UTM  16      -  CELPORT                                  260 27 24.0
 LA2417
 LA2417|---------------------------------------------------------------------|
 LA2417| PID    Reference Object                     Distance      Geod. Az  |
 LA2417|                                                           dddmmss.s |
 LA2417| LA2414 CELPORT                             APPROX. 0.6 KM 2620236.2 |
 LA2417|---------------------------------------------------------------------|
 LA2417
 LA2417                          SUPERSEDED SURVEY CONTROL
 LA2417
 LA2417  ELLIP H (05/09/97)  238.29   (m)                       GP(       ) 3 2
 LA2417  NAD 83(1986)-  40 29 04.69104(N)    084 33 24.92124(W) AD(       ) 3
 LA2417  NAD 27      -  40 29 04.50780(N)    084 33 25.06200(W) AD(       ) 3
 LA2417  NGVD 29 (02/23/89)  270.9    (m)          889.     (f) GPS OBS        
 LA2417
 LA2417.Superseded values are not recommended for survey control.
 LA2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2417.See file dsdata.txt to determine how the superseded data were derived.
 LA2417
 LA2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0706984416(NAD 83)
 LA2417_MARKER: DZ = AZIMUTH MARK DISK
 LA2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2417_SP_SET: CONCRETE POST
 LA2417_STAMPING: CELPORT 1986
 LA2417_MARK LOGO: NGS   
 LA2417_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2417+STABILITY: SURFACE MOTION
 LA2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2417+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1995
 LA2417
 LA2417  HISTORY     - Date     Condition        Report By
 LA2417  HISTORY     - 1986     MONUMENTED       NGS
 LA2417  HISTORY     - 19870915 GOOD
 LA2417  HISTORY     - 19951017 GOOD             NGS
 LA2417
 LA2417                          STATION DESCRIPTION
 LA2417
 LA2417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LA2417'STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF CELINA, 0.4 MILES
 LA2417'EAST OF US HIGHWAY 127, AT THE MERCER COUNTY AIRPORT, AT THE JUNCTION
 LA2417'OF THE MAIN TAXIWAY AN THE SINGLE RUNWAY.  OWNERSHIP  MERCER COUNTY,
 LA2417'C/O MANAGER LAKEFIELD AIRPORT, 6177 STATE ROUTE 219, CELINA OH 45822
 LA2417'PHONE 419-268-2565
 LA2417'THO REACH FROM THE JUNCTION OF US HIGHWAY 127 AND STATE HIGHWAY 29 AT
 LA2417'THE SOUTH EDGE OF CELINA, GO SOUTH ON HIGHWAY 127 FOR 4.4 MILES TO ITS
 LA2417'JUNCTION WITH STATE HIGHWAY 219.  TURN LEFT, NORTHEAST, ON HIGHWAY
 LA2417'219 FOR 0.4 MILES  TO THE AIRPORT BUILDING ON THE RIGHT.  CONTINUE
 LA2417'AHEAD FOR 0.05 MILES TO A ROAD RIGHT.  TURN RIGHT ON ROAD AND TAXI-
 LA2417'WAY, SOUTH, THEN WEST, FOR 0.1 MILE TO THE ADMINISTRATION BUILDING.
 LA2417'TO REACH AZIMUTH MARK, BEAR LEFT, EASTERLY, ON TAXIWAY FOR 0.4
 LA2417'MILES TO ITS END AND MARK ON THE RIGHT.  TURN LEFT, SOUTH, ON MAIN
 LA2417'TAXIWAY FOR 0.1 MILES TO THE RUNWAY AND STATION ON THE LEFT.
 LA2417'STATION MARK IS A STANDARD NGS AZIMUTH DISK STAMPED ---CELPORT 1986---
 LA2417'SET IN THE TOP OF 25 CM ROUND CONCRETE POST FLUSH WITH THE GROUND.
 LA2417'IT IS 26.1 METERS NORTH OF THE RUNWAY CENTER, 16.6 METERS SOUTH OF
 LA2417'THE TAXIWAY CENTER, 8.4 METERS WEST OF THE RAMP CENTER, AND 4.5
 LA2417'METERS EST NORTHEAST OF THE WEST END OF A METAL DRAIN PIP.  NO SUB-
 LA2417'SURFACE DISK DUE TO WATER IN THE HOLE.
 LA2417'DESCRIBED BY G R HEID.  TYPED BY JAMES MALONEY 9/04/87.
 LA2417
 LA2417                          STATION RECOVERY (1987)
 LA2417
 LA2417'RECOVERED 1987
 LA2417'RECOVERED IN GOOD CONDITION.
 LA2417
 LA2417                          STATION RECOVERY (1995)
 LA2417
 LA2417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 LA2417'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH-SOUTHWEST OF CELINA,
 LA2417'0.6 KM (0.35 MI) EAST OF U.S.  HIGHWAY 127 AT THE LAKEFIELD AIRPORT,
 LA2417'NEAR THE EAST END OF THE TAXI, AND JUST WEST OF A CONNECTOR TAXI.
 LA2417'OWNERSHIP--MERCER COUNTY, 6177 STATE ROUTE 219, CELINA, OH.  45822.
 LA2417'AIRPORT MANAGER IS MICHAEL W.  HULL.  PHONE 419-268-2190.  TO REACH
 LA2417'FROM THE JUNCTION OF U.S.  HIGHWAY 127 AND STATE HIGHWAY 29 AT THE
 LA2417'SOUTH EDGE OF CELINA, GO SOUTH ON HIGHWAY 127 FOR 7.1 KM (4.40 MI) TO
 LA2417'THE JUNCTION OF STATE HIGHWAY 219.  TURN LEFT, NORTHEAST, ON HIGHWAY
 LA2417'219 FOR 0.65 KM (0.40 MI) TO THE AIRPORT BUILDING ON THE RIGHT.
 LA2417'CONTINUE AHEAD FOR 0.08 KM (0.05 MI) TO A ROAD RIGHT.  TURN RIGHT ON
 LA2417'ROAD AND TAXI, SOUTH, THEN WEST, FOR 0.15 KM (0.10 MI) TO THE
 LA2417'ADMINISTRATION BUILDING.  BEAR LEFT, SOUTHEAST, THEN EAST, ALONG THE
 LA2417'MAIN TAXI FOR 0.61 KM (0.35 MI) TO THE STATION ON THE RIGHT.  THE
 LA2417'STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST SET FLUSH
 LA2417'WITH THE GROUND.  IT IS 26.1 M (85.6 FT) NORTH OF THE RUNWAY CENTER,
 LA2417'16.6 M (54.5 FT) SOUTH OF THE TAXI CENTER, 8.4 M (27.6 FT) WEST OF THE
 LA2417'CONNECTOR CENTER, 4.5 M (14.8 FT) EAST-NORTHEAST OF THE WEST END OF A
 LA2417'METAL DRAIN PIPE, 2.2 M (7.2 FT) NORTH-NORTHWEST OF BLUE TAXI LIGHT
 LA2417'NUMBER 25, AND 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST.  NO
 LA2417'UNDERGROUND MARK WAS SET DUE TO WATER IN THE HOLE. NOTE--THIS IS A
 LA2417'SECONDARY AIRPORT CONTROL STATION (SACS) . NO DESCRIPTION SUBMITTED
 LA2417'FOR THIS POINT.  TEXT CREATED BY ADDESC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1728 ***********************************************************************
 MC1728  DESIGNATION -  CENTENNIAL
 MC1728  PID         -  MC1728
 MC1728  STATE/COUNTY-  OH/LUCAS
 MC1728  USGS QUAD   -  SYLVANIA (1980)
 MC1728
 MC1728                         *CURRENT SURVEY CONTROL
 MC1728  ___________________________________________________________________
 MC1728* NAD 83(1995)-  41 43 01.58356(N)    083 44 38.39338(W)     ADJUSTED  
 MC1728* NAVD 88     -       206.0    (meters)     676.     (feet)  GPS OBS   
 MC1728  ___________________________________________________________________
 MC1728  X           -     519,583.945 (meters)                     COMP
 MC1728  Y           -  -4,739,699.269 (meters)                     COMP
 MC1728  Z           -   4,222,315.271 (meters)                     COMP
 MC1728  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 MC1728  ELLIP HEIGHT-         170.85  (meters)          (10/07/05) GPS OBS
 MC1728  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC1728
 MC1728  HORZ ORDER  -  FIRST
 MC1728  ELLP ORDER  -  FOURTH    CLASS I
 MC1728
 MC1728.The horizontal coordinates were established by GPS observations
 MC1728.and adjusted by the National Geodetic Survey in April 1998..
 MC1728
 MC1728.The orthometric height was determined by GPS observations and a
 MC1728.high-resolution geoid model.
 MC1728
 MC1728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1728
 MC1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1728
 MC1728.The ellipsoidal height was determined by GPS observations
 MC1728.and is referenced to NAD 83.
 MC1728
 MC1728.The geoid height was determined by GEOID03.
 MC1728
 MC1728;                    North         East     Units Scale Factor Converg.
 MC1728;SPC OH N     -   228,438.530   496,481.734   MT  1.00000334   -0 49 02.1
 MC1728;SPC MI S     -    24,308.409 4,051,821.784   MT  1.00011259   +0 25 25.5
 MC1728;SPC MI S     -    79,752.00 13,293,378.56   iFT  1.00011259   +0 25 25.5
 MC1728;UTM  17      - 4,622,006.525   271,734.716   MT  1.00024124   -1 49 36.4
 MC1728
 MC1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1728!SPC OH N     -   0.99997320  x   1.00000334  =   0.99997654
 MC1728!SPC MI S     -   0.99997320  x   1.00011259  =   1.00008579
 MC1728!UTM  17      -   0.99997320  x   1.00024124  =   1.00021444
 MC1728
 MC1728                          SUPERSEDED SURVEY CONTROL
 MC1728
 MC1728  ELLIP H (04/01/98)  170.89   (m)                       GP(       ) 4 1
 MC1728  NAD 83(1995)-  41 43 01.58351(N)    083 44 38.39331(W) AD(       ) 1
 MC1728  NAD 83(1986)-  41 43 01.59411(N)    083 44 38.40755(W) AD(       ) 1
 MC1728
 MC1728.Superseded values are not recommended for survey control.
 MC1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1728.See file dsdata.txt to determine how the superseded data were derived.
 MC1728
 MC1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7173522007(NAD 83)
 MC1728_MARKER: DD = SURVEY DISK
 MC1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1728_SP_SET: CONCRETE POST
 MC1728_STAMPING: CENNTENIAL
 MC1728_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1728+STABILITY: SURFACE MOTION
 MC1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1728+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 MC1728
 MC1728  HISTORY     - Date     Condition        Report By
 MC1728  HISTORY     - UNK      MONUMENTED
 MC1728  HISTORY     - 19930923 GOOD             GEOMET
 MC1728
 MC1728                          STATION DESCRIPTION
 MC1728
 MC1728'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 MC1728'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO AT THE WEST EDGE OF THE
 MC1728'CITY OF SYLVANIA.
 MC1728'TO REACH THE STATION FROM THE ERIE STREET ENTRANCE TO THE HIGHLAND
 MC1728'MEADOWS COUNTRY CLUB PROCEED WEST ALONG ERIE STREET 1.15 MILES TO
 MC1728'CENTENNIAL ROAD AND THE STATION IN THE INTERSECTION OF CENTENNIAL
 MC1728'ROAD AND SYLVANIA METAMORA ROAD.
 MC1728'THE STATION IS A 3.25 INCH BRASS DISK SET IN THE TOP OF A 6 INCH
 MC1728'SQUARE CONCRETE MONUMENT 1.5 FEET BELOW THE ROAD SURFACE IN A STEEL
 MC1728'MONUMENT BOX.  THE MONUMENT BOX FLANGE IS STAMPED --CENNTENIAL--.
 MC1728'THE STATION IS AN EXISTING LUCAS COUNTY MARK, DATE OF INSTALLATION AND
 MC1728'PARTY CHIEF ARE UNKNOWN.
 MC1728'THE STATION IS 39.7 FEET SOUTHWEST FROM A POWER POLE LOCATED NORTHEAST
 MC1728'OF THE INTERSECTION, 58.8 FEET SOUTHWEST FROM A FIRE HYDRANT, AND
 MC1728'51.2 FEET NORTHWEST FROM A POWER POLE LOCATED SOUTHEAST OF THE
 MC1728'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3276 ***********************************************************************
 KY3276  DESIGNATION -  CENTER
 KY3276  PID         -  KY3276
 KY3276  STATE/COUNTY-  OH/COLUMBIANA
 KY3276  USGS QUAD   -  LISBON (1984)
 KY3276
 KY3276                         *CURRENT SURVEY CONTROL
 KY3276  ___________________________________________________________________
 KY3276* NAD 83(1995)-  40 45 02.01308(N)    080 46 21.72318(W)     ADJUSTED  
 KY3276* NAVD 88     -       419.7    (meters)    1377.     (feet)  GPS OBS   
 KY3276  ___________________________________________________________________
 KY3276  X           -     775,942.654 (meters)                     COMP
 KY3276  Y           -  -4,776,393.970 (meters)                     COMP
 KY3276  Z           -   4,141,729.354 (meters)                     COMP
 KY3276  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 KY3276  ELLIP HEIGHT-         385.57  (meters)          (10/07/05) GPS OBS
 KY3276  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY3276
 KY3276  HORZ ORDER  -  FIRST
 KY3276  ELLP ORDER  -  FOURTH    CLASS I
 KY3276
 KY3276.The horizontal coordinates were established by classical geodetic methods
 KY3276.and adjusted by the National Geodetic Survey in April 1998..
 KY3276
 KY3276.The orthometric height was determined by GPS observations and a
 KY3276.high-resolution geoid model.
 KY3276
 KY3276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3276
 KY3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3276
 KY3276.The ellipsoidal height was determined by GPS observations
 KY3276.and is referenced to NAD 83.
 KY3276
 KY3276.The geoid height was determined by GEOID03.
 KY3276
 KY3276;                    North         East     Units Scale Factor Converg.
 KY3276;SPC OH N     -   121,806.225   745,856.939   MT  0.99995438   +1 08 05.1
 KY3276;UTM  17      - 4,511,092.211   519,188.098   MT  0.99960453   +0 08 54.1
 KY3276
 KY3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3276!SPC OH N     -   0.99993952  x   0.99995438  =   0.99989390
 KY3276!UTM  17      -   0.99993952  x   0.99960453  =   0.99954408
 KY3276
 KY3276|---------------------------------------------------------------------|
 KY3276| PID    Reference Object                     Distance      Geod. Az  |
 KY3276|                                                           dddmmss.s |
 KY3276| CX3390 CENTER RM 1                          36.622 METERS 08405     |
 KY3276| KY3258 WASHINGTON CLEVELAND AWY BN 22      APPROX.13.3 KM 1273134.9 |
 KY3276| CX3389 CENTER AZ MK                                       1291510.8 |
 KY3276| CX3392 CENTER RM 3                          38.905 METERS 16024     |
 KY3276| CX3391 CENTER RM 2                          39.392 METERS 16150     |
 KY3276| KY3261 GAVERS                              APPROX. 8.8 KM 2014456.3 |
 KY3276|---------------------------------------------------------------------|
 KY3276
 KY3276                          SUPERSEDED SURVEY CONTROL
 KY3276
 KY3276  ELLIP H (04/01/98)  385.60   (m)                       GP(       ) 4 1
 KY3276  NAD 83(1986)-  40 45 02.01857(N)    080 46 21.72876(W) AD(       ) 1
 KY3276  NAD 27      -  40 45 01.80300(N)    080 46 22.44800(W) AD(       ) 1
 KY3276
 KY3276.Superseded values are not recommended for survey control.
 KY3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3276.See file dsdata.txt to determine how the superseded data were derived.
 KY3276
 KY3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1918811092(NAD 83)
 KY3276_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3276_STAMPING: CENTER 1950
 KY3276_MARK LOGO: CGS   
 KY3276_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY3276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3276+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1993
 KY3276
 KY3276  HISTORY     - Date     Condition        Report By
 KY3276  HISTORY     - 1950     MONUMENTED       CGS
 KY3276  HISTORY     - 1950     GOOD             CGS
 KY3276  HISTORY     - 1959     GOOD             USGS
 KY3276  HISTORY     - 1965     POOR             LOCSUR
 KY3276  HISTORY     - 1965     GOOD             CGS
 KY3276  HISTORY     - 19931217 POOR             GEOMET
 KY3276
 KY3276                          STATION DESCRIPTION
 KY3276
 KY3276'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3276'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF LISBON, ON THE
 KY3276'HIGHEST POINT OF A PROMINENT HILL IN AN OLD ORCHARD AND ON LAND
 KY3276'OWNED BY MR. FRANK CONN.  IT IS 126 FEET WEST OF THE CENTER OF
 KY3276'NORTH-SOUTH ROAD AND 3 FEET SOUTHEAST OF WITNESS POST.  IT IS
 KY3276'STAMPED CENTER 1950 AND PROJECTS 6 INCHES.
 KY3276'
 KY3276'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET IN THE EAST EDGE
 KY3276'OF THE OLD FIELD, 7 FEET EAST OF THE CENTER OF OLD FIELD ROAD.
 KY3276'IT IS STAMPED CENTER NO 1 1950 AND PROJECTS 6 INCHES.
 KY3276'
 KY3276'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, 25 FEET WEST OF
 KY3276'THE CENTER OF NORTH-SOUTH ROAD AND 6 FEET WEST OF POWER LINE POLE.
 KY3276'IT IS STAMPED CENTER NO 2 1950 AND PROJECTS 4 INCHES.
 KY3276'
 KY3276'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHEAST OF THE STATION, SET
 KY3276'IN THE EAST EDGE OF FIELD, 4 FEET WEST OF TREE LINE AND 2 FEET
 KY3276'NORTH-NORTHWEST OF WITNESS POST.  IT IS STAMPED CENTER 1950 AND
 KY3276'SET FLUSH WITH THE GROUND SURFACE.
 KY3276'
 KY3276'TO REACH THE STATION FROM THE COURT HOUSE IN LISBON, GO SOUTH ON
 KY3276'SOUTH MARKET STREET FOR 0.2 MILE, CONTINUE STRAIGHT AHEAD CROSSING
 KY3276'BRIDGE OVER CREEK, TURN LEFT AND GO EAST ON SURFACED ROAD FOR 0.3 MILE
 KY3276'TO GRAVELED SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW GRAVELED ROAD
 KY3276'UP STEEP GRADE AND CONTINUE SOUTHERLY ON MAIN ROAD FOR 1.8 MILES
 KY3276'TO ENTRANCE TO OLD FIELD ON THE RIGHT AT THE TOP OF HILL, (TURN
 KY3276'LEFT AND GO SOUTHEAST ACROSS FIELD FOR 0.2
 KY3276'MILE TO THE AZIMUTH MARK AS DESCRIBED), TURN RIGHT INTO OLD FIELD
 KY3276'FOR ABOUT 125 FEET TO THE STATION AS DESCRIBED.
 KY3276'
 KY3276'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KY3276
 KY3276                          STATION RECOVERY (1950)
 KY3276
 KY3276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KY3276'RECOVERED IN GOOD CONDITION.
 KY3276
 KY3276                          STATION RECOVERY (1959)
 KY3276
 KY3276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KY3276'THE STATION IS NOW ADJACENT TO A HOUSE THAT IS BEING CONSTRUCTED.
 KY3276'THE OWNER SAID HE WOULD LIKE TO MOVE REFERENCE MARK 1 BUT WOULD
 KY3276'REPLACE IT AGAIN IN THE SAME LOCATION.
 KY3276'REFERENCE MARK 2 HAS BEEN MOLESTED AND IS NOW LOOSE-TOP OF POST IS
 KY3276'ALMOST GONE.
 KY3276
 KY3276                          STATION RECOVERY (1965)
 KY3276
 KY3276'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 KY3276'RECOVERED BY W.E. QUICKSALY AND ASSOCIATES.
 KY3276'
 KY3276'STATION WAS SEARCHED FOR AND FOUND IN POOR CONDITION.
 KY3276'
 KY3276'AZIMUTH MARK IS LOST.
 KY3276'
 KY3276'STATION IS NEAR TRAILER.
 KY3276'
 KY3276'BULLDOZER CLEARED FENCE ROW.
 KY3276
 KY3276                          STATION RECOVERY (1965)
 KY3276
 KY3276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 KY3276'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN
 KY3276'FAIR CONDITION.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR REFERENCE
 KY3276'MARK NO. 2 AND THE AZIMUTH MARK, BUT THEY COULD NOT BE FOUND.  THE
 KY3276'1959 RECOVERY NOTE SUBMITTED BY THE U.S.G.S. REPORTED
 KY3276'REFERENCE MARK NO. 2 IN POOR CONDITION THAT DATE.  MR. H.L. TAYLOR
 KY3276'WHO OWNS THE PROPERTY WHERE THE
 KY3276'AZIMUTH MARK WAS LOCATED, STATES THAT THE FENCE ROW WAS BULLDOZED
 KY3276'OUT SEVERAL YEARS AGO AND HE IS SURE THE MARK WAS DESTROYED.  A
 KY3276'NEW REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS OCCUPATION, BUT NO
 KY3276'AZIMUTH MARK WAS SET AS NONE OF THE INTERSECTION STATIONS OR
 KY3276'ORIGINAL STATIONS WERE VISIBLE FROM THE GROUND.
 KY3276'
 KY3276'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KY3276'
 KY3276'THE STATION IS LOCATED ON THE PROPERTY OF MR. PAUL LARKINS AT AN
 KY3276'ABANDONED HOUSE SITE, ABOUT 1-1/2 MILES SOUTH OF LISBON AND ON THE
 KY3276'HIGHEST POINT OF A PROMINENT HILL.
 KY3276'
 KY3276'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE ROUTES 45,
 KY3276'164 AND 517 AT THE NORTHEAST CORNER OF THE SQUARE IN LISBON, GO
 KY3276'SOUTH ON STATE ROUTE 164 (THIS IS SOUTH MARKET STREET) FOR ONE BLOCK
 KY3276'TO WHERE STATE ROUTE 164 TURNS WEST.  HERE CONTINUE SOUTH AND EAST ON
 KY3276'SOUTH MARKET STREET FOR 0.4 MILE TO THE OLD STEUBENVILLE ROAD ON
 KY3276'THE RIGHT, TURN RIGHT, SOUTHERLY, ON OLD STEUBENVILLE ROAD AND GO
 KY3276'1.6 MILES TO THE TOP OF A HILL AT A.T. AND T.
 KY3276'RELAY TOWER ON THE LEFT AND THE STATION ON THE RIGHT.
 KY3276'
 KY3276'THE STATION IS ACROSS OLD STEUBENVILLE ROAD ABOUT 351 FEET WEST OF
 KY3276'THE A.T. AND T. RELAY TOWER, 126 FEET WEST OF THE APPROXIMATE
 KY3276'CENTER OF OLD STEUBENVILLE ROAD, 46.5 FEET
 KY3276'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK HOUSE
 KY3276'(ABANDONED), 30.2 FEET SOUTH OF THE SOUTHEAST
 KY3276'CORNER OF THE HOUSE, 11 FEET NORTH OF THE APPROXIMATE CENTER OF A
 KY3276'DRIVE, AND 0.8 FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS
 KY3276'A STANDARD STATION MARK DISK SET IN THE
 KY3276'TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 KY3276'AND THE DISK IS STAMPED CENTER 1950.
 KY3276'
 KY3276'REFERENCE MARK NO. 1 IS 71 FEET NORTH OF THE APPROXIMATE CENTER OF
 KY3276'A DRIVE, 66 FEET SOUTH OF POWERLINE POLE NO. 2431, 30 FEET WEST OF THE
 KY3276'APPROXIMATE CENTER OF OLD STEUBENVILLE ROAD, AND 3 FEET WEST OF
 KY3276'THE ROAD BANK.  IT IS A STANDARD DISK SET IN THE TOP
 KY3276'OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND
 KY3276'THE DISK IS STAMPED CENTER NO 1 1950.
 KY3276'
 KY3276'REFERENCE MARK NO. 3 IS 82 FEET SOUTH OF THE APPROXIMATE CENTER OF
 KY3276'THE DRIVE, 20 FEET WEST OF THE APPROXIMATE CENTER OF OLD STEUBENVILLE
 KY3276'ROAD, 10.5 FEET WEST OF H.L. TAYLORS MAIL BOX, AND 1.8 FEET NORTHWEST
 KY3276'OF GUYED POWERLINE POLE NO. 2432.  IT IS A STANDARD DISK SET IN
 KY3276'THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1
 KY3276'INCH AND THE DISK IS STAMPED
 KY3276'CENTER NO 3 1950.
 KY3276'
 KY3276'A HORIZONTAL MEASUREMENT COULD NOT BE MADE BETWEEN THE REFERENCE
 KY3276'MARKS BECAUSE OF A ROW OF HEDGE BETWEEN THE MARKS.
 KY3276
 KY3276                          STATION RECOVERY (1993)
 KY3276
 KY3276'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 KY3276'THE SURFACE MARK WAS BROKEN OFF.  THE REMAINING OF THE MONUMENT WAS
 KY3276'REMOVED.  THE UNDERGROUND MARK WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7175 ***********************************************************************
 DG7175  CBN         -  This is a Cooperative Base Network Control Station.
 DG7175  DESIGNATION -  CENTER SCHOOL
 DG7175  PID         -  DG7175
 DG7175  STATE/COUNTY-  OH/MORGAN
 DG7175  USGS QUAD   -  REINERSVILLE (1994)
 DG7175
 DG7175                         *CURRENT SURVEY CONTROL
 DG7175  ___________________________________________________________________
 DG7175* NAD 83(1995)-  39 37 55.90195(N)    081 40 18.09721(W)     ADJUSTED  
 DG7175* NAVD 88     -       301.8    (meters)     990.     (feet)  GPS OBS   
 DG7175  ___________________________________________________________________
 DG7175  X           -     712,501.932 (meters)                     COMP
 DG7175  Y           -  -4,867,188.418 (meters)                     COMP
 DG7175  Z           -   4,046,788.657 (meters)                     COMP
 DG7175  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DG7175  ELLIP HEIGHT-         267.60  (meters)          (09/23/04) GPS OBS
 DG7175  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 DG7175
 DG7175  HORZ ORDER  -  A
 DG7175  ELLP ORDER  -  FOURTH    CLASS I
 DG7175
 DG7175.The horizontal coordinates were established by GPS observations
 DG7175.and adjusted by the National Geodetic Survey in September 2004..
 DG7175
 DG7175.The orthometric height was determined by GPS observations and a
 DG7175.high-resolution geoid model.
 DG7175
 DG7175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7175
 DG7175.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7175
 DG7175.The ellipsoidal height was determined by GPS observations
 DG7175.and is referenced to NAD 83.
 DG7175
 DG7175.The geoid height was determined by GEOID03.
 DG7175
 DG7175;                    North         East     Units Scale Factor Converg.
 DG7175;SPC OH S     -   181,522.635   671,105.415   MT  0.99994524   +0 31 32.1
 DG7175;UTM  17      - 4,387,151.281   442,357.747   MT  0.99964091   -0 25 42.4
 DG7175
 DG7175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7175!SPC OH S     -   0.99995802  x   0.99994524  =   0.99990326
 DG7175!UTM  17      -   0.99995802  x   0.99964091  =   0.99959894
 DG7175
 DG7175                          SUPERSEDED SURVEY CONTROL
 DG7175
 DG7175.No superseded survey control is available for this station.
 DG7175
 DG7175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD4235887151(NAD 83)
 DG7175_MARKER: I = METAL ROD
 DG7175_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG7175+WITH SETTING: INFORMATION.
 DG7175_STAMPING: CENTERSCHOOL 2003
 DG7175_MARK LOGO: NGS   
 DG7175_PROJECTION: FLUSH
 DG7175_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7175+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 DG7175_ROD/PIPE-DEPTH: 2.4  meters
 DG7175_SLEEVE-DEPTH  : 0.9 meters
 DG7175
 DG7175  HISTORY     - Date     Condition        Report By
 DG7175  HISTORY     - 20030402 MONUMENTED       WOOLPT
 DG7175
 DG7175                          STATION DESCRIPTION
 DG7175
 DG7175'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (GTF)
 DG7175'THE STATION IS LOCATED SOUTHEAST OF HACKNEY,  6.0 MI NORTHWEST OF
 DG7175'BEVERLY, 2.8 MI WEST OF CENTERVILLE, AND 3.9 MI  SOUTHWEST OF
 DG7175'REINERSVILLE.
 DG7175' 
 DG7175'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 60 AND  266
 DG7175'EAST OF MILL GROVE, GO SOUTHEAST ON ROUTE 60 FOR 0.45 MI TO  HACKNEY
 DG7175'RD., TURN LEFT AND GO NORTH ON HACKNEY RD. FOR 3.0 MI TO  STATE ROUTE
 DG7175'83, TURN RIGHT AND GO EAST ON ROUTE 83 FOR 0.3 MI TO THE  STATION ON
 DG7175'THE RIGHT.
 DG7175' 
 DG7175'THE STATION IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL AND SET  FLUSH
 DG7175'WITH GROUND, 109.4 NORTHEAST OF THE NORTHEAST END POST   OF A
 DG7175'BACKSTOP, 13.7 FT SOUTH-SOUTHEAST OF CHAIN LINK FENCE ALONG ROUTE  83,
 DG7175'187.3 FT WEST-SOUTHWEST OF THE EAST END POST OF CHAIN LINK  FENCE,
 DG7175'194.5 FT WEST-NORTHWEST OF THE NORTHWEST CORNER OF CENTER  ELEMENTARY
 DG7175'SCHOOL BUILDING, AND 13.2 FT SOUTH-SOUTHEAST OF A  CARSONITE WITNESS
 DG7175'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1887 ***********************************************************************
 KZ1887  DESIGNATION -  CENTERBURG MUNICIPAL TANK
 KZ1887  PID         -  KZ1887
 KZ1887  STATE/COUNTY-  OH/KNOX
 KZ1887  USGS QUAD   -  CENTERBURG (1984)
 KZ1887
 KZ1887                         *CURRENT SURVEY CONTROL
 KZ1887  ___________________________________________________________________
 KZ1887* NAD 83(1995)-  40 18 36.72732(N)    082 41 29.82911(W)     ADJUSTED  
 KZ1887* NAVD 88     -                                                        
 KZ1887  ___________________________________________________________________
 KZ1887  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 KZ1887  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ1887
 KZ1887  HORZ ORDER  -  THIRD
 KZ1887
 KZ1887.The horizontal coordinates were established by classical geodetic methods
 KZ1887.and adjusted by the National Geodetic Survey in April 1998..
 KZ1887
 KZ1887
 KZ1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1887
 KZ1887.The geoid height was determined by GEOID03.
 KZ1887
 KZ1887;                    North         East     Units Scale Factor Converg.
 KZ1887;SPC OH N     -    71,481.046   583,710.773   MT  1.00002587   -0 07 33.2
 KZ1887;SPC OH S     -   256,495.241   583,710.110   MT  1.00006654   -0 07 17.7
 KZ1887;UTM  17      - 4,463,560.511   356,255.964   MT  0.99985435   -1 05 40.3
 KZ1887
 KZ1887                          SUPERSEDED SURVEY CONTROL
 KZ1887
 KZ1887  NAD 83(1986)-  40 18 36.73486(N)    082 41 29.83310(W) AD(       ) 4
 KZ1887  NAD 27      -  40 18 36.51200(N)    082 41 30.21900(W) AD(       ) 3
 KZ1887
 KZ1887.Superseded values are not recommended for survey control.
 KZ1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1887.See file dsdata.txt to determine how the superseded data were derived.
 KZ1887
 KZ1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5625663561(NAD 83)
 KZ1887_MARKER: 51 = TANK
 KZ1887
 KZ1887  HISTORY     - Date     Condition        Report By
 KZ1887  HISTORY     - 1933     FIRST OBSERVED   CGS
 KZ1887
 KZ1887                          STATION DESCRIPTION
 KZ1887
 KZ1887'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2250 ***********************************************************************
 HY2250  DESIGNATION -  CENTERVILLE GAS CO MICROWAVE
 HY2250  PID         -  HY2250
 HY2250  STATE/COUNTY-  OH/JACKSON
 HY2250  USGS QUAD   -  RIO GRANDE (1975)
 HY2250
 HY2250                         *CURRENT SURVEY CONTROL
 HY2250  ___________________________________________________________________
 HY2250* NAD 83(1995)-  38 57 36.28669(N)    082 29 52.18406(W)     ADJUSTED  
 HY2250* NAVD 88     -                                                        
 HY2250  ___________________________________________________________________
 HY2250  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 HY2250  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HY2250
 HY2250  HORZ ORDER  -  THIRD
 HY2250
 HY2250.The horizontal coordinates were established by classical geodetic methods
 HY2250.and adjusted by the National Geodetic Survey in April 1998..
 HY2250
 HY2250
 HY2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2250
 HY2250.The geoid height was determined by GEOID03.
 HY2250
 HY2250;                    North         East     Units Scale Factor Converg.
 HY2250;SPC OH S     -   106,581.765   600,188.173   MT  0.99996316   +0 00 05.0
 HY2250;UTM  17      - 4,313,413.325   370,224.391   MT  0.99980738   -0 56 31.0
 HY2250
 HY2250                          SUPERSEDED SURVEY CONTROL
 HY2250
 HY2250  NAD 83(1995)-  38 57 36.29037(N)    082 29 52.19090(W) AD(       ) 4
 HY2250  NAD 83(1986)-  38 57 36.29358(N)    082 29 52.19008(W) AD(       ) 4
 HY2250  NAD 27      -  38 57 36.02349(N)    082 29 52.61839(W) AD(       ) 3
 HY2250
 HY2250.Superseded values are not recommended for survey control.
 HY2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2250.See file dsdata.txt to determine how the superseded data were derived.
 HY2250
 HY2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD7022413413(NAD 83)
 HY2250_MARKER: 44 = MICROWAVE MAST
 HY2250
 HY2250  HISTORY     - Date     Condition        Report By
 HY2250  HISTORY     - 1976     FIRST OBSERVED   NGS
 HY2250
 HY2250                          STATION DESCRIPTION
 HY2250
 HY2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2250'THE STATION, CENTERVILLE TEXAS EASTERN GAS COMPANY MICROWAVE
 HY2250'RELAY MAST, IS THE LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST,
 HY2250'THAT IS PAINTED ORANGE AND WHITE.  THE MAST IS 300 FEET TALL
 HY2250'AND HAS TWO REFLECTORS AT THE TOP.
 HY2250'
 HY2250'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 35 AND STATE HIGHWAY
 HY2250'729 NEAR THURMAN, GO NORTHWEST ON HIGHWAY 35 MILES TO A
 HY2250'CROSSROAD.  TURN LEFT ON TOWNSHIP ROAD 713 AND GO SOUTHWEST FOR
 HY2250'1.0 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2247 ***********************************************************************
 HY2247  DESIGNATION -  CENTERVILLE MICROWAVE
 HY2247  PID         -  HY2247
 HY2247  STATE/COUNTY-  OH/JACKSON
 HY2247  USGS QUAD   -  RIO GRANDE (1975)
 HY2247
 HY2247                         *CURRENT SURVEY CONTROL
 HY2247  ___________________________________________________________________
 HY2247* NAD 83(1995)-  38 57 16.03414(N)    082 28 07.42963(W)     ADJUSTED  
 HY2247* NAVD 88     -                                                        
 HY2247  ___________________________________________________________________
 HY2247  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 HY2247  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HY2247
 HY2247  HORZ ORDER  -  THIRD
 HY2247
 HY2247.The horizontal coordinates were established by classical geodetic methods
 HY2247.and adjusted by the National Geodetic Survey in April 1998..
 HY2247
 HY2247
 HY2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2247
 HY2247.The geoid height was determined by GEOID03.
 HY2247
 HY2247;                    North         East     Units Scale Factor Converg.
 HY2247;SPC OH S     -   105,957.718   602,710.406   MT  0.99996388   +0 01 11.4
 HY2247;UTM  17      - 4,312,747.945   372,735.606   MT  0.99979943   -0 55 24.7
 HY2247
 HY2247                          SUPERSEDED SURVEY CONTROL
 HY2247
 HY2247  NAD 83(1995)-  38 57 16.03762(N)    082 28 07.43622(W) AD(       ) 4
 HY2247  NAD 83(1986)-  38 57 16.04186(N)    082 28 07.43592(W) AD(       ) 4
 HY2247  NAD 27      -  38 57 15.76627(N)    082 28 07.86556(W) AD(       ) 3
 HY2247
 HY2247.Superseded values are not recommended for survey control.
 HY2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2247.See file dsdata.txt to determine how the superseded data were derived.
 HY2247
 HY2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD7273612748(NAD 83)
 HY2247_MARKER: 44 = MICROWAVE MAST
 HY2247
 HY2247  HISTORY     - Date     Condition        Report By
 HY2247  HISTORY     - 1976     FIRST OBSERVED   NGS
 HY2247
 HY2247                          STATION DESCRIPTION
 HY2247
 HY2247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2247'THE STATION, CENTERVILLE WPBO MICROWAVE RELAY MAST, IS THE LIGHT
 HY2247'ATOP A TRIANGULAR STEEL, GUYED MAST, THAT IS PAINTED ORANGE AND
 HY2247'WHITE.  THE MAST IS 310 FEET TALL AND HAS ONE DISK MOUNTED
 HY2247'ABOUT 1/3 THE WAY UP.
 HY2247'
 HY2247'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 35 AND STATE HIGHWAY
 HY2247'729 NEAR THURMAN, GO NORTHWEST ON HIGHWAY 35 FOR 5.0 MILES TO A
 HY2247'CROSSROAD.  TURN RIGHT AND FOLLOW JACKSON COUNTY ROAD 46 FOR 0.3
 HY2247'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.7 MILE TO THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2009 ***********************************************************************
 MB2009  DESIGNATION -  CENTRAL
 MB2009  PID         -  MB2009
 MB2009  STATE/COUNTY-  OH/MAHONING
 MB2009  USGS QUAD   -  YOUNGSTOWN (1994)
 MB2009
 MB2009                         *CURRENT SURVEY CONTROL
 MB2009  ___________________________________________________________________
 MB2009* NAD 83(1995)-  41 05 59.69596(N)    080 39 00.17706(W)     ADJUSTED  
 MB2009* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 MB2009  ___________________________________________________________________
 MB2009  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 MB2009  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB2009
 MB2009  HORZ ORDER  -  SECOND
 MB2009
 MB2009.The horizontal coordinates were established by classical geodetic methods
 MB2009.and adjusted by the National Geodetic Survey in April 1998..
 MB2009
 MB2009.The orthometric height was scaled from a topographic map.
 MB2009
 MB2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2009
 MB2009.The geoid height was determined by GEOID03.
 MB2009
 MB2009;                    North         East     Units Scale Factor Converg.
 MB2009;SPC OH N     -   160,804.603   755,389.587   MT  0.99993930   +1 12 55.2
 MB2009;UTM  17      - 4,549,907.728   529,386.935   MT  0.99961063   +0 13 48.2
 MB2009
 MB2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2009!SPC OH N     -   0.99996457  x   0.99993930  =   0.99990387
 MB2009!UTM  17      -   0.99996457  x   0.99961063  =   0.99957521
 MB2009
 MB2009|---------------------------------------------------------------------|
 MB2009| PID    Reference Object                     Distance      Geod. Az  |
 MB2009|                                                           dddmmss.s |
 MB2009| MB0551 WOOD E BASE                         311.938 METERS 05849     |
 MB2009| MB1995 SCIENCEVILLE STANDPIPE              APPROX. 3.9 KM 0675247.3 |
 MB2009| CX3393 CENTRAL RM 1                          2.432 METERS 10819     |
 MB2009| CX3394 CENTRAL RM 2                          2.600 METERS 20911     |
 MB2009| CX3395 CENTRAL RM 3                          2.355 METERS 30246     |
 MB2009| MB0554 WOOD W BASE                         386.145 METERS 34435     |
 MB2009| MB2018 YOUNGSTOWN N SIDE STANDPIPE         APPROX. 4.1 KM 3482444.4 |
 MB2009|---------------------------------------------------------------------|
 MB2009
 MB2009                          SUPERSEDED SURVEY CONTROL
 MB2009
 MB2009  NAD 83(1986)-  41 05 59.70056(N)    080 39 00.18060(W) AD(       ) 2
 MB2009  NAD 27      -  41 05 59.49100(N)    080 39 00.91300(W) AD(       ) 2
 MB2009
 MB2009.Superseded values are not recommended for survey control.
 MB2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2009.See file dsdata.txt to determine how the superseded data were derived.
 MB2009
 MB2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2938749908(NAD 83)
 MB2009_MARKER: Z = SEE DESCRIPTION
 MB2009_SETTING: 0 = UNSPECIFIED SETTING
 MB2009_STAMPING: CENTRAL 1949
 MB2009_MARK LOGO: CGS   
 MB2009
 MB2009  HISTORY     - Date     Condition        Report By
 MB2009  HISTORY     - 1949     MONUMENTED       CGS
 MB2009
 MB2009                          STATION DESCRIPTION
 MB2009
 MB2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (PLB)
 MB2009'THE STATION IS LOCATED ON THE TOP OF THE CENTRAL TOWER BUILDING IN
 MB2009'THE CITY OF YOUNGSTOWN.
 MB2009'THIS BUILDING IS THE TALLEST IN THE CITY AND IS LOCATED AT THE CORNER
 MB2009'OF MARKET AND FEDERAL STREET, AND
 MB2009'IS OWNED BY MR. MILLER.  THE STATION MARK IS A STANDARD
 MB2009'DISK, STAMPED CENTRAL 1949, CEMENTED IN A DRILL
 MB2009'HOLE IN THE APPROXIMATE CENTER OF THE
 MB2009'ROOF OF THE ELEVATOR SHAFT, WHICH IS 9 FEET HIGHER THAN THE MAIN
 MB2009'PART OF THE ROOF.
 MB2009'
 MB2009'REFERENCE POINT NO 1 IS A PIECE OF SHEET LEAD, WITH A TACK IN THE
 MB2009'TOP, WEDGED IN A DRILL HOLE
 MB2009'IN THE TOP OF THE EAST COPING OF THE ELEVATOR SHAFT AND ABOUT 1.3
 MB2009'FEET HIGHER THAN THE STATION
 MB2009'MARK.
 MB2009'
 MB2009'REFERENCE POINT NO 2 IS A PIECE OF SHEET LEAD, WITH A TACK IN THE
 MB2009'TOP, WEDGED IN A DRILL HOLE
 MB2009'IN THE TOP OF THE SOUTH COPING OF THE BUILDING AND IS 3.2 FEET HIGHER
 MB2009'THAN THE STATION MARK.
 MB2009'
 MB2009'REFERENCE POINT NO 3 IS A PIECE OF SHEET LEAD, WITH A TACK IN THE
 MB2009'TOP, WEDGED IN A DRILL HOLE
 MB2009'IN THE TOP OF THE WEST COPING OF THE ELEVATOR SHAFT AND IS 1.3 FEET
 MB2009'HIGHER THAN THE STATION MARK.
 MB2009'
 MB2009'SEE DESCRIPTION OF WOOD EAST BASE AND WOOD WEST BASE, WHICH WERE
 MB2009'GROUND STATIONS LOCATED FROM
 MB2009'CENTRAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1118 ***********************************************************************
 MC1118  DESIGNATION -  CEYLON
 MC1118  PID         -  MC1118
 MC1118  STATE/COUNTY-  OH/ERIE
 MC1118  USGS QUAD   -  VERMILION WEST (1979)
 MC1118
 MC1118                         *CURRENT SURVEY CONTROL
 MC1118  ___________________________________________________________________
 MC1118* NAD 83(1995)-  41 23 01.85052(N)    082 27 39.56491(W)     ADJUSTED  
 MC1118* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 MC1118  ___________________________________________________________________
 MC1118  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 MC1118  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 MC1118
 MC1118  HORZ ORDER  -  THIRD
 MC1118
 MC1118.The horizontal coordinates were established by classical geodetic methods
 MC1118.and adjusted by the National Geodetic Survey in April 1998..
 MC1118
 MC1118.The orthometric height was scaled from a topographic map.
 MC1118
 MC1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1118
 MC1118.The geoid height was determined by GEOID03.
 MC1118
 MC1118;                    North         East     Units Scale Factor Converg.
 MC1118;SPC OH N     -   190,688.578   603,262.828   MT  0.99995433   +0 01 32.3
 MC1118;UTM  17      - 4,582,398.938   377,842.385   MT  0.99978365   -0 57 57.5
 MC1118
 MC1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1118!SPC OH N     -   0.99997649  x   0.99995433  =   0.99993083
 MC1118!UTM  17      -   0.99997649  x   0.99978365  =   0.99976015
 MC1118
 MC1118:                Primary Azimuth Mark                     Grid Az
 MC1118:SPC OH N     -  VERMILION WATER TANK                     064 02 52.6
 MC1118:UTM  17      -  VERMILION WATER TANK                     065 02 22.4
 MC1118
 MC1118|---------------------------------------------------------------------|
 MC1118| PID    Reference Object                     Distance      Geod. Az  |
 MC1118|                                                           dddmmss.s |
 MC1118| MC1103 VERMILION WATER TANK                APPROX. 9.5 KM 0640424.9 |
 MC1118| CE5871 CEYLON RM 1                          27.502 METERS 15017     |
 MC1118| CE5870 CEYLON AZ MK                                       1563849.8 |
 MC1118| CE5872 CEYLON RM 2                          24.760 METERS 24720     |
 MC1118|---------------------------------------------------------------------|
 MC1118
 MC1118                          SUPERSEDED SURVEY CONTROL
 MC1118
 MC1118  NAD 83(1995)-  41 23 01.85921(N)    082 27 39.57836(W) AD(       ) 3
 MC1118  NAD 83(1986)-  41 23 01.85955(N)    082 27 39.57780(W) AD(       ) 3
 MC1118  NAD 27      -  41 23 01.67229(N)    082 27 39.96506(W) AD(       ) 3
 MC1118
 MC1118.Superseded values are not recommended for survey control.
 MC1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1118.See file dsdata.txt to determine how the superseded data were derived.
 MC1118
 MC1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7784282399(NAD 83)
 MC1118_MARKER: DS = TRIANGULATION STATION DISK
 MC1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1118
 MC1118  HISTORY     - Date     Condition        Report By
 MC1118  HISTORY     - 1956     MONUMENTED       CGS
 MC1118  HISTORY     - 1957     GOOD             CGS
 MC1118  HISTORY     - 1962     GOOD             THOMAS
 MC1118  HISTORY     - 1971     GOOD             OHHD
 MC1118  HISTORY     - 1975     GOOD             USLS
 MC1118  HISTORY     - 1975     GOOD             NGS
 MC1118
 MC1118                          STATION DESCRIPTION
 MC1118
 MC1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1118'THE STATION IS LOCATED ALONG U.S. HIGHWAY 6 AND STATE HIGHWAY 2,
 MC1118'ABOUT 5 MILES EAST OF
 MC1118'HURON, ABOUT 4-1/2 MILES NORTH NORTHEAST OF BERLIN HEIGHTS AND ABOUT
 MC1118'1-1/2 MILES EAST OF THE JUNCTION OF
 MC1118'U.S. HIGHWAY 6 AND STATE HIGHWAYS 61 AND 2.  THE STATION IS 47
 MC1118'FEET EAST OF DRIVEWAY AND 38-1/2 FEET
 MC1118'NORTH OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY
 MC1118'6 AND STATE HIGHWAY 2.  THE MARK IS SET FLUSH WITH THE
 MC1118'SURFACE OF THE GROUND AND THE
 MC1118'DISK IS STAMPED CEYLON 1956.
 MC1118'
 MC1118'REFERENCE MARK NO. 1 IS 50 FEET SOUTH OF THE APPROXIMATE CENTER LINE
 MC1118'OF U.S. HIGHWAY 6 AND STATE
 MC1118'HIGHWAY 2, 6-1/2 FEET EAST NORTHEAST OF POWER LINE POLE AND 15 FEET
 MC1118'EAST OF A DRIVEWAY.  THE MARK IS
 MC1118'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 MC1118'STAMPED CEYLON NO 1 1956.
 MC1118'
 MC1118'REFERENCE MARK NO. 2 IS 33 FEET WEST OF DRIVE WAY, 28-1/2 FEET NORTH
 MC1118'OF THE APPROXIMATE CENTER LINE OF
 MC1118'U.S. HIGHWAY 6 AND STATE HIGHWAY 2 AND 4 FEET EAST OF POWER LINE
 MC1118'POLE.  THE MARK PROJECTS ABOUT 4
 MC1118'INCHES AND THE DISK IS STAMPED CEYLON NO 2 1956.
 MC1118'
 MC1118'AZIMUTH MARK 76 FEET NORTH OF POWER LINE POLE, 20 FEET EAST OF
 MC1118'APPROXIMATE CENTER LINE OF
 MC1118'ROAD AND 3-1/2 FEET NORTH OF WITNESS POST.  THE MARK PROJECTS ABOUT 4
 MC1118'INCHES AND THE DISK IS STAMPED
 MC1118'CEYLON 1956.
 MC1118'
 MC1118'TO REACH FROM THE TRAFFIC LIGHT IN BERLIN HEIGHTS, GO NORTH ON STATE
 MC1118'HIGHWAY 61 FOR 3.25 MILES TO
 MC1118'JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 2, TURN RIGHT AND GO
 MC1118'EAST ON U.S. HIGHWAY 6 AND STATE
 MC1118'HIGHWAYS 61 AND 2 FOR 1.55 MILES TO STATION ON THE LEFT.
 MC1118'CONTINUE EAST FOR 0.1 MILE TO SIDE ROAD RIGHT,
 MC1118'TURN RIGHT AND GO SOUTH FOR 0.3 MILE
 MC1118'TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 MC1118'
 MC1118'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MC1118
 MC1118                          STATION RECOVERY (1957)
 MC1118
 MC1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 MC1118'ALL MARKS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 MC1118'ORIGINAL
 MC1118'DESCRIPTIONS IS ADEQUATE AND CORRECT.  AZIMUTH
 MC1118'MARK NOT VISIBLE FROM
 MC1118'STATION AT THE TIME, AS CORN IN
 MC1118'CULTIVATED FIELD SOUTHEAST OF STATION IS
 MC1118'TOO HIGH.
 MC1118
 MC1118                          STATION RECOVERY (1962)
 MC1118
 MC1118'RECOVERY NOTE BY THOMAS ENG AND SURV 1962
 MC1118'ALL MARKS WERE FOUND IN GOOD CONDITION.
 MC1118
 MC1118                          STATION RECOVERY (1971)
 MC1118
 MC1118'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (ROS)
 MC1118'CEYLON 1956 GOOD INSTALLED STEEL WITNESS POST
 MC1118'CEYLON NO. 1 1956
 MC1118'GOOD INSTALLED STEEL WITNESS POST
 MC1118'CEYLON NO. 2 1956 GOOD
 MC1118'INSTALLED STEEL WITNESS POST
 MC1118'AZI CEYLON 1956 GOOD INSTALLED STEEL
 MC1118'WITNESS POST
 MC1118'
 MC1118'PROPERTY OWNER NOT CONTACTED.
 MC1118'
 MC1118'DESCRIPTION IS ACCURATE.
 MC1118'
 MC1118'DISTANCE AND DIRECTION FROM NEAREST TOWN - 5 MILES PLUS-MINUS EAST OF
 MC1118'HURON.
 MC1118
 MC1118                          STATION RECOVERY (1975)
 MC1118
 MC1118'RECOVERY NOTE BY US LAKE SURVEY 1975 (WAB)
 MC1118'ALL MARKS RECOVERED AS DESCRIBED AND ARE IN GOOD CONDITION.
 MC1118'
 MC1118'ADDITIONAL DESCRIPTIVE DATA FOLLOWS-
 MC1118'
 MC1118'THE STATION MARK IS LOCATED ON THE NORTH SIDE OF E. CLEVELAND ROAD
 MC1118'ADJACENT TO A GRAVEL DRIVE
 MC1118'WAY LEADING TO A NEW APARTMENT COMPLEX ON THE LAKE (5007 E. CLEVELAND
 MC1118'ROAD), AND ON THE SAME PLOT OF LAND
 MC1118'CONTAINING A GREEN HOUSE COMPLEX OPERATED BY PAUL RUETNEK,
 MC1118'RM 1 IS LOCATED ON THE SOUTH SIDE OF THE ROAD
 MC1118'IN THE FRONT YARD OF THE SWINEFORD
 MC1118'RESIDENCE (5010 E. CLEVELAND RD).  THE AZIMUTH MARK IS NO LONGER
 MC1118'VISIBLE FROM THE STATION AS A NEW
 MC1118'HOUSE WAS BUILT IN LINE BETWEEN THE MARKS.  THE SMALL SIDE ROAD ON
 MC1118'WHICH THE AZIMUTH MARK IS LOCATED
 MC1118'(AND 0.1 MILE EAST OF THE STATION) IS FRAILEY ROAD.
 MC1118'
 MC1118'THE STATION IS SITUATED EXACTLY 6.1 MILES WEST OF THE US RTE 6 BRIDGE
 MC1118'OVER THE VERMILION RIVER AT
 MC1118'VERMILION, OHIO, AND 5.1 MILES EAST OF THE U.S. 6 BRIDGE OVER THE
 MC1118'HURON RIVER AT HURON, OHIO.
 MC1118'
 MC1118'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 5 MILES EAST OF
 MC1118'HURON.
 MC1118
 MC1118                          STATION RECOVERY (1975)
 MC1118
 MC1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 MC1118'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 MC1118'CONDITION.  THE STATE HIGHWAY DEPARTMENT HAS MAINTAINED ALL
 MC1118'MARKS.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3409 ***********************************************************************
 AB3409  SACS        -  This is a Secondary Airport Control Station.
 AB3409  DESIGNATION -  CGF AP STA A
 AB3409  PID         -  AB3409
 AB3409  STATE/COUNTY-  OH/CUYAHOGA
 AB3409  USGS QUAD   -  MAYFIELD HEIGHTS (1994)
 AB3409
 AB3409                         *CURRENT SURVEY CONTROL
 AB3409  ___________________________________________________________________
 AB3409* NAD 83(1995)-  41 33 38.54971(N)    081 29 38.65802(W)     ADJUSTED  
 AB3409* NAVD 88     -       264.61   (meters)     868.1    (feet)  GPS OBS   
 AB3409  ___________________________________________________________________
 AB3409  X           -     706,970.803 (meters)                     COMP
 AB3409  Y           -  -4,727,106.249 (meters)                     COMP
 AB3409  Z           -   4,209,372.550 (meters)                     COMP
 AB3409  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 AB3409  ELLIP HEIGHT-         230.35  (meters)          (10/07/05) GPS OBS
 AB3409  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 AB3409
 AB3409  HORZ ORDER  -  FIRST
 AB3409  ELLP ORDER  -  FIFTH     CLASS I
 AB3409
 AB3409.This mark is at Cuyahoga County Airport (CGF)
 AB3409
 AB3409.The horizontal coordinates were established by GPS observations
 AB3409.and adjusted by the National Geodetic Survey in May 1997..
 AB3409
 AB3409.The orthometric height was determined by GPS observations and a
 AB3409.high-resolution geoid model.
 AB3409
 AB3409.GPS derived orthometric heights for airport stations designated as
 AB3409.PACS or SACS are published to 2 decimal places.  This maintains
 AB3409.centimeter relative accuracy between the PACS and SACS.  It does
 AB3409.not indicate centimeter accuracy relative to other marks which are
 AB3409.part of the NAVD 88 network.
 AB3409
 AB3409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3409
 AB3409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3409
 AB3409.The ellipsoidal height was determined by GPS observations
 AB3409.and is referenced to NAD 83.
 AB3409
 AB3409.The geoid height was determined by GEOID03.
 AB3409
 AB3409;                    North         East     Units Scale Factor Converg.
 AB3409;SPC OH N     -   210,813.763   683,908.811   MT  0.99997611   +0 39 39.0
 AB3409;UTM  17      - 4,601,121.880   458,801.881   MT  0.99962089   -0 19 40.0
 AB3409
 AB3409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3409!SPC OH N     -   0.99996387  x   0.99997611  =   0.99993998
 AB3409!UTM  17      -   0.99996387  x   0.99962089  =   0.99958477
 AB3409
 AB3409:                Primary Azimuth Mark                     Grid Az
 AB3409:SPC OH N     -  CGF ARP NEW                              047 42 59.5
 AB3409:UTM  17      -  CGF ARP NEW                              048 42 18.5
 AB3409
 AB3409|---------------------------------------------------------------------|
 AB3409| PID    Reference Object                     Distance      Geod. Az  |
 AB3409|                                                           dddmmss.s |
 AB3409| AB6030 CGF ARP NEW                         APPROX. 0.8 KM 0482238.5 |
 AB3409|---------------------------------------------------------------------|
 AB3409
 AB3409                          SUPERSEDED SURVEY CONTROL
 AB3409
 AB3409  ELLIP H (05/30/97)  230.34   (m)                       GP(       ) 5 1
 AB3409
 AB3409.Superseded values are not recommended for survey control.
 AB3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3409.See file dsdata.txt to determine how the superseded data were derived.
 AB3409
 AB3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG5880201122(NAD 83)
 AB3409_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3409_STAMPING: AP 1972 STA A CGF
 AB3409_MARK LOGO: CGS   
 AB3409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3409+STABILITY: SURFACE MOTION
 AB3409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3409+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1995
 AB3409
 AB3409  HISTORY     - Date     Condition        Report By
 AB3409  HISTORY     - 1972     MONUMENTED       CGS
 AB3409  HISTORY     - 19950817 GOOD             NGS
 AB3409
 AB3409                          STATION DESCRIPTION
 AB3409
 AB3409'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 (DLS)
 AB3409'THE STATION IS LOCATED AT THE CUYAHOGA COUNTY AIRPORT AT THE SOUTH
 AB3409'WEST END OF THE AIRPORT.  THE STATION IS 107.9 FT (32.9 M) WEST OF THE
 AB3409'WEST MOST THRESHOLD LIGHT, 99.97 FT (30.47 M) SW OF THE SW EDGE
 AB3409'TAXIWAY J ON LINE WITH THE 2ND AND 3RD TAXIWAY LIGHTS FROM THE EDGE OF
 AB3409'THE RUNWAY, 99.1 FT (30.2 M) NW OF THE NW EDGE OF THE STOPWAY ON LINE
 AB3409'WITH THE 4TH JOINT LINE IN CONCRETE FROM THE END OF THE RUNWAY, AND
 AB3409'64.5 FT (19.7 M) WEST OF THE REIL.  THE STATION IS A STANDARD
 AB3409'TOPOGRAPHIC DISK SET IN THE TOP OF A 2 FOOT (0.6 M) CONCRETE MONUMENT
 AB3409'SET 1 FOOT (0.3 M) BELOW THE GROUND.  IT IS STAMPED AP 1972 STA A CGF.
 AB3409
 AB3409                          STATION RECOVERY (1995)
 AB3409
 AB3409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3409'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF CLEVELAND, 4 KM
 AB3409'(2.50 MI) WEST OF INTERSTATE HIGHWAY 271, 3 KM (1.85 MI) EAST OF
 AB3409'EUCLID AT THE CUYAHOGA COUNTY AIRPORT, IN GRASS IN THE WEST QUADRANT
 AB3409'OF THE JUNCTION OF THE BLAST PAD AND CONNECTOR TAXI FOR RUNWAY END 5,
 AB3409'IN LINE WITH THE SECOND AND THIRD TAXI LIGHTS FROM THE RUNWAY, AND
 AB3409'NEAR THE SOUTHWEST END OF THE AIRFIELD.  OWNERSHIP--CUYAHOGA COUNTY,
 AB3409'26300 CURTISS WRIGHT PARKWAY, CLEVELAND, OH.  44143.  AIRPORT MANAGER
 AB3409'IS DANIEL KOZAR.  PHONE 216-289-4111.  CONTACT HIM ONE DAY IN ADVANCE
 AB3409'FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE JUNCTION OF
 AB3409'STATE HIGHWAYS 6 (CHARDON ROAD) AND 175 (RICHMOND ROAD) ON THE
 AB3409'SOUTHEAST SIDE OF EUCLID, GO SOUTHEAST, THEN SOUTH ON HIGHWAY 175 FOR
 AB3409'1.2 KM (0.75 MI) TO CURTISS WRIGHT PARKWAY ON THE LEFT.  TURN LEFT,
 AB3409'EAST, ON THE PARKWAY FOR 0.64 KM (0.40 MI) TO A PAVED ROAD RIGHT
 AB3409'LEADING TO THE ADMINISTRATION BUILDING.  TURN RIGHT, SOUTHEAST, ON THE
 AB3409'ROAD FOR 0.16 KM (0.10 MI) TO A GATE AT THE APRON AND THE
 AB3409'ADMINISTRATION BUILDING ON THE LEFT.  PASS THROUGH THE GATE,
 AB3409'SOUTHEAST, ACROSS THE APRON FOR 0.24 KM (0.15 MI) TO THE PARALLEL
 AB3409'TAXI.  TURN RIGHT, SOUTHWEST, ALONG THE TAXI FOR 0.88 KM (0.55 MI) TO
 AB3409'THE STATION ON THE RIGHT JUST BEFORE REACHING THE RUNWAY.  THE STATION
 AB3409'IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST SET 4 CM BELOW THE
 AB3409'GROUND SURFACE.  IT IS 37.8 M (124.0 FT) SOUTH OF THE SOUTH CORNER OF
 AB3409'THE CONCRETE PAD OF TAXI SIGN A, 30.4 M (99.7 FT) SOUTHWEST OF THE
 AB3409'SOUTHWEST EDGE OF THE CONNECTOR TAXI, 30.2 M (99.1 FT) NORTHWEST OF
 AB3409'THE NORTHWEST EDGE THE BLASTPAD, 27.4 M (89.9 FT) SOUTHWEST OF TAXI
 AB3409'LIGHT NUMBER W69, 19.1 M (62.7 FT) WEST-SOUTHWEST OF THE WEST CORNER
 AB3409'OF THE CONCRETE PAD OF THE REIL LIGHT, 0.35 M (1.15 FT) NORTHWEST OF A
 AB3409'FIBERGLASS WITNESS POST, AND 0.25 M (0.82 FT) SOUTHEAST OF A
 AB3409'FIBERGLASS WITNESS POST.  NOTE--AN ESCORT IS NOT REQUIRED IF YOU HAVE
 AB3409'AN AIRPORT RADIO.  THIS STATION IS A SECONDARY AIRPORT CONTROL MARK
 AB3409'(SACS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3410 ***********************************************************************
 AB3410  SACS        -  This is a Secondary Airport Control Station.
 AB3410  DESIGNATION -  CGF AP STA B
 AB3410  PID         -  AB3410
 AB3410  STATE/COUNTY-  OH/CUYAHOGA
 AB3410  USGS QUAD   -  MAYFIELD HEIGHTS (1994)
 AB3410
 AB3410                         *CURRENT SURVEY CONTROL
 AB3410  ___________________________________________________________________
 AB3410* NAD 83(1995)-  41 34 12.58780(N)    081 28 45.65514(W)     ADJUSTED  
 AB3410* NAVD 88     -       267.15   (meters)     876.5    (feet)  GPS OBS   
 AB3410  ___________________________________________________________________
 AB3410  X           -     708,082.528 (meters)                     COMP
 AB3410  Y           -  -4,726,237.242 (meters)                     COMP
 AB3410  Z           -   4,210,159.963 (meters)                     COMP
 AB3410  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 AB3410  ELLIP HEIGHT-         232.89  (meters)          (10/07/05) GPS OBS
 AB3410  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 AB3410
 AB3410  HORZ ORDER  -  FIRST
 AB3410  ELLP ORDER  -  FIFTH     CLASS I
 AB3410
 AB3410.This mark is at Cuyahoga County Airport (CGF)
 AB3410
 AB3410.The horizontal coordinates were established by GPS observations
 AB3410.and adjusted by the National Geodetic Survey in May 1997..
 AB3410
 AB3410.The orthometric height was determined by GPS observations and a
 AB3410.high-resolution geoid model.
 AB3410
 AB3410.GPS derived orthometric heights for airport stations designated as
 AB3410.PACS or SACS are published to 2 decimal places.  This maintains
 AB3410.centimeter relative accuracy between the PACS and SACS.  It does
 AB3410.not indicate centimeter accuracy relative to other marks which are
 AB3410.part of the NAVD 88 network.
 AB3410
 AB3410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3410
 AB3410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3410
 AB3410.The ellipsoidal height was determined by GPS observations
 AB3410.and is referenced to NAD 83.
 AB3410
 AB3410.The geoid height was determined by GEOID03.
 AB3410
 AB3410;                    North         East     Units Scale Factor Converg.
 AB3410;SPC OH N     -   211,878.056   685,124.577   MT  0.99997755   +0 40 13.9
 AB3410;UTM  17      - 4,602,164.667   460,035.389   MT  0.99961965   -0 19 05.1
 AB3410
 AB3410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3410!SPC OH N     -   0.99996347  x   0.99997755  =   0.99994102
 AB3410!UTM  17      -   0.99996347  x   0.99961965  =   0.99958314
 AB3410
 AB3410:                Primary Azimuth Mark                     Grid Az
 AB3410:SPC OH N     -  CGF ARP NEW                              229 53 14.8
 AB3410:UTM  17      -  CGF ARP NEW                              230 52 33.8
 AB3410
 AB3410|---------------------------------------------------------------------|
 AB3410| PID    Reference Object                     Distance      Geod. Az  |
 AB3410|                                                           dddmmss.s |
 AB3410| AB6030 CGF ARP NEW                         APPROX. 0.8 KM 2303328.7 |
 AB3410|---------------------------------------------------------------------|
 AB3410
 AB3410                          SUPERSEDED SURVEY CONTROL
 AB3410
 AB3410  ELLIP H (05/30/97)  232.87   (m)                       GP(       ) 5 1
 AB3410
 AB3410.Superseded values are not recommended for survey control.
 AB3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3410.See file dsdata.txt to determine how the superseded data were derived.
 AB3410
 AB3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG6003502165(NAD 83)
 AB3410_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3410_STAMPING: AP 1972 STA B CGF
 AB3410_MARK LOGO: CGS   
 AB3410_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3410+STABILITY: SURFACE MOTION
 AB3410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3410+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1995
 AB3410
 AB3410  HISTORY     - Date     Condition        Report By
 AB3410  HISTORY     - 1972     MONUMENTED       CGS
 AB3410  HISTORY     - 19910615 GOOD             NGS
 AB3410  HISTORY     - 19950817 GOOD             NGS
 AB3410
 AB3410                          STATION DESCRIPTION
 AB3410
 AB3410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB3410'STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP A 2 FOOT (0.6 M)
 AB3410'MONUMENT SET FLUSH WITH GROUND.  STATION IS LOCATED AT THE CUYAHOGA
 AB3410'COUNTY AIRPORT 100.00 FT (30.48 M) FROM THE N EDGE OF TAXIWAY, 127.63
 AB3410'FT (38.90 M) FROM THE W MOST THRESHOLD LIGHT, 223.72 FT (68.19 M) FROM
 AB3410'THE NE CORNER OF RUNWAY 23, AND 269.50 FT (82.14 M) FROM THE NW CORNER
 AB3410'OF THE TAXIWAY.
 AB3410
 AB3410                          STATION RECOVERY (1995)
 AB3410
 AB3410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3410'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF CLEVELAND, 4 KM
 AB3410'(2.50 MI) WEST OF INTERSTATE HIGHWAY 271, 3 KM (1.85 MI) EAST OF
 AB3410'EUCLID AT THE CUYAHOGA COUNTY AIRPORT, IN GRASS ALONG THE NORTHEAST
 AB3410'SIDE OF THE CONNECTOR TAXI TO RUNWAY END 23, IN LINE WITH THE SECOND
 AB3410'SET OF TAXI LIGHTS FROM THE RUNWAY, AND AT THE NORTHEAST END OF THE
 AB3410'AIRFIELD.  OWNERSHIP--CUYAHOGA COUNTY, 26300 CURTISS WRIGHT PARKWAY,
 AB3410'CLEVELAND, OH.  44143.  AIRPORT MANAGER IS DANIEL KOZAR.  PHONE
 AB3410'216-289-4111.  CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY
 AB3410'THIS STATION.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 6 (CHARDON
 AB3410'ROAD) AND 175 (RICHMOND ROAD) ON THE SOUTHEAST SIDE OF EUCLID, GO
 AB3410'SOUTHEAST, THEN SOUTH ON HIGHWAY 175 FOR 1.2 KM (0.75 MI) TO CURTISS
 AB3410'WRIGHT PARKWAY ON THE LEFT.  TURN LEFT, EAST, ON THE PARKWAY FOR 0.64
 AB3410'KM (0.40 MI) TO A PAVED ROAD RIGHT LEADING TO THE ADMINISTRATION
 AB3410'BUILDING.  TURN RIGHT, SOUTHEAST, ON THE ROAD FOR 0.16 KM (0.10 MI) TO
 AB3410'A GATE AT THE APRON AND THE ADMINISTRATION BUILDING ON THE LEFT.  PASS
 AB3410'THROUGH THE GATE, SOUTHEAST, ACROSS THE APRON FOR 0.24 KM (0.15 MI) TO
 AB3410'THE PARALLEL TAXI.  TURN LEFT, NORTHEAST, ALONG THE TAXI FOR 0.8 KM
 AB3410'(0.50 MI) TO THE STATION ON THE LEFT JUST BEFORE REACHING THE RUNWAY.
 AB3410'THE STATION IS SET IN THE TOP OF A 20 CM ROUND CONCRETE POST SET FLUSH
 AB3410'WITH THE GROUND.  IT IS 82.2 M (269.7 FT) SOUTHEAST OF THE NORTH
 AB3410'CORNER OF THE TAXI, 63.5 M (208.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE
 AB3410'OF THE ACCESS ROAD, 43.2 M (141.7 FT) NORTH-NORTHEAST OF THE NORTH
 AB3410'CORNER OF THE RUNWAY, 36.3 M (119.1 FT) NORTHEAST OF TAXI LIGHT NUMBER
 AB3410'N43, 30.5 M (100.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE
 AB3410'CONNECTOR TAXI, AND 0.3 M (1.0 FT) NORTHEAST OF A FIBERGLASS WITNESS
 AB3410'POST.  NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2996 ***********************************************************************
 MB2996  DESIGNATION -  CGF ARP
 MB2996  PID         -  MB2996
 MB2996  STATE/COUNTY-  OH/CUYAHOGA
 MB2996  USGS QUAD   -  MAYFIELD HEIGHTS (1994)
 MB2996
 MB2996                         *CURRENT SURVEY CONTROL
 MB2996  ___________________________________________________________________
 MB2996* NAD 83(1995)-  41 33 38.55061(N)    081 29 38.65706(W)     ADJUSTED  
 MB2996* NAVD 88     -       264.4    (meters)     867.     (feet)  VERTCON   
 MB2996  ___________________________________________________________________
 MB2996  X           -     706,970.814 (meters)                     COMP
 MB2996  Y           -  -4,727,106.176 (meters)                     COMP
 MB2996  Z           -   4,209,372.525 (meters)                     COMP
 MB2996  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 MB2996  ELLIP HEIGHT-         230.28  (meters)          (04/01/98) GPS OBS
 MB2996  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 MB2996
 MB2996  HORZ ORDER  -  THIRD
 MB2996  ELLP ORDER  -  FOURTH    CLASS I
 MB2996
 MB2996.This mark is at Cuyahoga County Airport (CGF)
 MB2996
 MB2996.The horizontal coordinates were established by GPS observations
 MB2996.and adjusted by the National Geodetic Survey in April 1998..
 MB2996
 MB2996.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2996
 MB2996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB2996
 MB2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2996
 MB2996.The ellipsoidal height was determined by GPS observations
 MB2996.and is referenced to NAD 83.
 MB2996
 MB2996.The geoid height was determined by GEOID03.
 MB2996
 MB2996;                    North         East     Units Scale Factor Converg.
 MB2996;SPC OH N     -   210,813.791   683,908.833   MT  0.99997611   +0 39 39.0
 MB2996;UTM  17      - 4,601,121.908   458,801.903   MT  0.99962089   -0 19 40.0
 MB2996
 MB2996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2996!SPC OH N     -   0.99996388  x   0.99997611  =   0.99993999
 MB2996!UTM  17      -   0.99996388  x   0.99962089  =   0.99958479
 MB2996
 MB2996                          SUPERSEDED SURVEY CONTROL
 MB2996
 MB2996  NAD 83(1986)-  41 33 38.55724(N)    081 29 38.66705(W) AD(       ) 3
 MB2996  NAD 27      -  41 33 38.36552(N)    081 29 39.22773(W) AD(       ) 3
 MB2996  NGVD 29 (02/23/89)  264.6    (m)          868.     (f) GPS OBS        
 MB2996
 MB2996.Superseded values are not recommended for survey control.
 MB2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2996.See file dsdata.txt to determine how the superseded data were derived.
 MB2996
 MB2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG5880201122(NAD 83)
 MB2996_MARKER: DT = TOPOGRAPHIC STATION DISK
 MB2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2996_SP_SET: CONCRETE POST
 MB2996_STAMPING: ARP 1972 CGF
 MB2996_MARK LOGO: NGS   
 MB2996_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2996+STABILITY: SURFACE MOTION
 MB2996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2996+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1987
 MB2996
 MB2996  HISTORY     - Date     Condition        Report By
 MB2996  HISTORY     - 1972     MONUMENTED       NGS
 MB2996  HISTORY     - 1986     GOOD             NGS
 MB2996  HISTORY     - 19871021 GOOD
 MB2996  HISTORY     - 19910615 GOOD             NGS
 MB2996
 MB2996                          STATION DESCRIPTION
 MB2996
 MB2996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MB2996'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF SOUTH EUCLID,
 MB2996'3 MILES WEST OF INTERSTATE 271 AND 2 MILES EAST OF EUCLID AT THE
 MB2996'CUYAHOGA COUNTY AIRPORT ABOUT 60 METERS SOUTHWEST OF TAXIWAY E.
 MB2996'OWNERSHIP CUYAHOGA COUNTY C/O DANIEL KOZAR, 355 RICHMOND ROAD
 MB2996'CLEVELAND OHIO 44142 PHONE 216-261-1066.
 MB2996'TO REACH FROM THE JUNCTION OF US HIGHWAY 6 AND STATE ROUT 175
 MB2996'(RICHMOND ROAD) ABOUT 2 MILES EAST OF EUCLID.  GO SOUTH ON STATE
 MB2996'ROUTE 175 FOR 0.8 MILES TO CURTISS-WRIGHT PARKWAY ON THE LEFT.  TURN
 MB2996'LEFT, EAST, FOR 0.4 MILES TO A ROAD RIGHT LEADING TO THE
 MB2996'ADMINISTRATION BUILDING.  TURN RIGHT, FOR 0.1 MILE TO THE OFFICE.
 MB2996'THE STATION IS CGS TOPOGRAPHIC DISK STAMPED --ARP 1972 CGF-- SET IN
 MB2996'THE TOP OF A ROUND 30 CM CONCRETE POST SET FLUSH WITH THE GROUND. IT
 MB2996'IS 61.7 METERS SOUTHWEST OF THE CENTER LINE OF TAXIWAY E, 61.5
 MB2996'METERS WEST-SOUTHWEST OF A TAXIWAY INDICATOR SIGN, 45.7 METERS
 MB2996'NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY AND  0.5 METERS WEST
 MB2996'OF A FIBERGLASS WITNESS POST.
 MB2996'TYPED BY JAMES F MALONEY 9/09/87.
 MB2996
 MB2996                          STATION RECOVERY (1987)
 MB2996
 MB2996'RECOVERED 1987
 MB2996'RECOVERED IN GOOD CONDITION.
 MB2996
 MB2996                          STATION RECOVERY (1991)
 MB2996
 MB2996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MB2996'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT IN THE GRASS
 MB2996'AREA NW OF THE RUNWAY.  IT IS 202.6 FT (61.8 M) SW OF A PK NAIL AT THE
 MB2996'INTERSECTION OF THE HOLD BAR AND THE CENTERLINE OF TAXIWAY E, 202.3 FT
 MB2996'(61.7 M) WSW OF A LIGHTED SIGN INDICATING TAXIWAY E, AND 149.9 FT
 MB2996'(45.7 M) NW OF THE NW EDGE OF THE RUNWAY.  IT IS A STANDARD TOPO DISK
 MB2996'SET IN THE TOP OF CONCRETE POST FLUSH WITH THE GROUND AND IS STAMPED
 MB2996'ARP 1972 CGF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6030 ***********************************************************************
 AB6030  CBN         -  This is a Cooperative Base Network Control Station.
 AB6030  PACS        -  This is a Primary Airport Control Station.
 AB6030  DESIGNATION -  CGF ARP NEW
 AB6030  PID         -  AB6030
 AB6030  STATE/COUNTY-  OH/CUYAHOGA
 AB6030  USGS QUAD   -  MAYFIELD HEIGHTS (1994)
 AB6030
 AB6030                         *CURRENT SURVEY CONTROL
 AB6030  ___________________________________________________________________
 AB6030* NAD 83(1995)-  41 33 55.96541(N)    081 29 12.55873(W)     ADJUSTED  
 AB6030* NAVD 88     -       262.73   (meters)     862.0    (feet)  GPS OBS   
 AB6030  ___________________________________________________________________
 AB6030  X           -     707,515.951 (meters)                     COMP
 AB6030  Y           -  -4,726,662.813 (meters)                     COMP
 AB6030  Z           -   4,209,773.337 (meters)                     COMP
 AB6030  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 AB6030  ELLIP HEIGHT-         228.47  (meters)          (03/08/05) GPS OBS
 AB6030  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 AB6030
 AB6030  HORZ ORDER  -  B
 AB6030  ELLP ORDER  -  FOURTH    CLASS II
 AB6030
 AB6030.This mark is at Cuyahoga County Airport (CGF)
 AB6030
 AB6030.The horizontal coordinates were established by GPS observations
 AB6030.and adjusted by the National Geodetic Survey in August 1996..
 AB6030
 AB6030.The orthometric height was determined by GPS observations and a
 AB6030.high-resolution geoid model.
 AB6030
 AB6030.GPS derived orthometric heights for airport stations designated as
 AB6030.PACS or SACS are published to 2 decimal places.  This maintains
 AB6030.centimeter relative accuracy between the PACS and SACS.  It does
 AB6030.not indicate centimeter accuracy relative to other marks which are
 AB6030.part of the NAVD 88 network.
 AB6030
 AB6030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6030
 AB6030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6030
 AB6030.The ellipsoidal height was determined by GPS observations
 AB6030.and is referenced to NAD 83.
 AB6030
 AB6030.The geoid height was determined by GEOID03.
 AB6030
 AB6030;                    North         East     Units Scale Factor Converg.
 AB6030;SPC OH N     -   211,358.012   684,507.279   MT  0.99997684   +0 39 56.2
 AB6030;UTM  17      - 4,601,655.532   459,409.434   MT  0.99962028   -0 19 22.8
 AB6030
 AB6030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6030!SPC OH N     -   0.99996417  x   0.99997684  =   0.99994101
 AB6030!UTM  17      -   0.99996417  x   0.99962028  =   0.99958446
 AB6030
 AB6030:                Primary Azimuth Mark                     Grid Az
 AB6030:SPC OH N     -  CGF AP STA B                             049 53 14.6
 AB6030:UTM  17      -  CGF AP STA B                             050 52 33.6
 AB6030
 AB6030|---------------------------------------------------------------------|
 AB6030| PID    Reference Object                     Distance      Geod. Az  |
 AB6030|                                                           dddmmss.s |
 AB6030| AB3410 CGF AP STA B                        APPROX. 0.8 KM 0503310.8 |
 AB6030| AB3409 CGF AP STA A                        APPROX. 0.8 KM 2282255.8 |
 AB6030|---------------------------------------------------------------------|
 AB6030
 AB6030                          SUPERSEDED SURVEY CONTROL
 AB6030
 AB6030  ELLIP H (08/20/96)  228.45   (m)                       GP(       ) 4 2
 AB6030
 AB6030.Superseded values are not recommended for survey control.
 AB6030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6030.See file dsdata.txt to determine how the superseded data were derived.
 AB6030
 AB6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG5940901656(NAD 83)
 AB6030_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6030_STAMPING: ARP 1972 CGF
 AB6030_MARK LOGO: NGS   
 AB6030_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6030+STABILITY: SURFACE MOTION
 AB6030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6030+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1995
 AB6030
 AB6030  HISTORY     - Date     Condition        Report By
 AB6030  HISTORY     - 1972     MONUMENTED       CGS
 AB6030  HISTORY     - 19950817 GOOD             NGS
 AB6030
 AB6030                          STATION DESCRIPTION
 AB6030
 AB6030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6030'NOTE--THIS IS THE PAC STATION.  NOTE--AN ESCORT IS NOT REQUIRED IF YOU
 AB6030'HAVE AN AIRPORT RADIO.  THE STATION IS LOCATED ABOUT 4 KM (2.50 MI)
 AB6030'EAST OF CLEVELAND, 4 KM (2.50 MI) WEST OF INTERSTATE HIGHWAY 271, 3 KM
 AB6030'(1.85 MI) EAST OF EUCLID AT THE CUYAHOGA COUNTY AIRPORT, IN THE GRASS
 AB6030'MEDIAN OF THE RUNWAY AND PARALLEL TAXI, JUST SOUTHWEST OF TAXI A4, AND
 AB6030'AT THE CENTER OF THE AIRFIELD.  OWNERSHIP--CUYAHOGA COUNTY, 26300
 AB6030'CURTISS WRIGHT PARKWAY, CLEVELAND, OH.  44143.  AIRPORT MANAGER IS
 AB6030'DANIEL KOZAR.  PHONE 216-289-4111.  CONTACT HIM ONE DAY IN ADVANCE FOR
 AB6030'PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE JUNCTION OF
 AB6030'STATE HIGHWAYS 6 (CHARDON ROAD) AND 175 (RICHMOND ROAD) ON THE
 AB6030'SOUTHEAST SIDE OF EUCLID, GO SOUTHEAST, THEN SOUTH ON HIGHWAY 175 FOR
 AB6030'1.2 KM (0.75 MI) TO CURTISS WRIGHT PARKWAY ON THE LEFT.  TURN LEFT,
 AB6030'EAST, ON THE PARKWAY FOR 0.64 KM (0.40 MI) TO A PAVED ROAD RIGHT
 AB6030'LEADING TO THE ADMINISTRATION BUILDING.  TURN RIGHT, SOUTHEAST, ON THE
 AB6030'ROAD FOR 0.16 KM (0.10 MI) TO A GATE AT THE APRON AND THE
 AB6030'ADMINISTRATION BUILDING ON THE LEFT.  PASS THROUGH THE GATE,
 AB6030'SOUTHEAST, ACROSS THE APRON FOR 0.24 KM (0.15 MI) TO THE PARALLEL
 AB6030'TAXI.  TURN LEFT, NORTHEAST, ALONG THE TAXI FOR 0.08 KM (0.05 MI) TO
 AB6030'THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 25 CM
 AB6030'ROUND CONCRETE POST SET 4 CM BELOW THE GROUND SURFACE.  IT IS 62.0 M
 AB6030'(203.4 FT) SOUTHWEST OF THE TAXI CENTER AT THE NEW HOLD BAR, 61.8 M
 AB6030'(202.8 FT) WEST-SOUTHWEST OF THE TAXI CENTER AT THE OLD HOLD BAR, 60.8
 AB6030'M (199.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF OF TAXI SIGN
 AB6030'A, 55.4 M (181.8 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF TAXI A4, 45.8
 AB6030'M (150.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE PARALLEL TAXI, AND
 AB6030'0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. DESCRIBED BY
 AB6030'D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7216 ***********************************************************************
 DF7216  DESIGNATION -  CH17
 DF7216  PID         -  DF7216
 DF7216  STATE/COUNTY-  OH/MEDINA
 DF7216  USGS QUAD   -  LODI (1961)
 DF7216
 DF7216                         *CURRENT SURVEY CONTROL
 DF7216  ___________________________________________________________________
 DF7216* NAD 83(1995)-  41 06 08.07152(N)    082 01 19.96398(W)     ADJUSTED  
 DF7216* NAVD 88     -       330.4    (meters)    1084.     (feet)  GPS OBS   
 DF7216  ___________________________________________________________________
 DF7216  X           -     668,042.015 (meters)                     COMP
 DF7216  Y           -  -4,766,773.872 (meters)                     COMP
 DF7216  Z           -   4,171,180.992 (meters)                     COMP
 DF7216  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 DF7216  ELLIP HEIGHT-         296.78  (meters)          (10/07/05) GPS OBS
 DF7216  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DF7216
 DF7216  HORZ ORDER  -  FIRST
 DF7216  ELLP ORDER  -  FOURTH    CLASS II
 DF7216
 DF7216.The horizontal coordinates were established by GPS observations
 DF7216.and adjusted by the TERRASURV in August 2003..
 DF7216
 DF7216.The orthometric height was determined by GPS observations and a
 DF7216.high-resolution geoid model.
 DF7216
 DF7216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7216
 DF7216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7216
 DF7216.The ellipsoidal height was determined by GPS observations
 DF7216.and is referenced to NAD 83.
 DF7216
 DF7216.The geoid height was determined by GEOID03.
 DF7216
 DF7216;                    North         East     Units Scale Factor Converg.
 DF7216;SPC OH N     -   159,524.817   640,133.945   MT  0.99993932   +0 18 50.0
 DF7216;UTM  17      - 4,550,610.415   414,162.744   MT  0.99969068   -0 40 19.4
 DF7216
 DF7216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7216!SPC OH N     -   0.99995345  x   0.99993932  =   0.99989277
 DF7216!UTM  17      -   0.99995345  x   0.99969068  =   0.99964414
 DF7216
 DF7216                          SUPERSEDED SURVEY CONTROL
 DF7216
 DF7216  ELLIP H (08/20/03)  296.79   (m)                       GP(       ) 4 2
 DF7216
 DF7216.Superseded values are not recommended for survey control.
 DF7216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7216.See file dsdata.txt to determine how the superseded data were derived.
 DF7216
 DF7216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF1416350610(NAD 83)
 DF7216_MARKER: DD = SURVEY DISK
 DF7216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7216_STAMPING: CH17 2000
 DF7216_MARK LOGO: NONE  
 DF7216_PROJECTION: FLUSH
 DF7216_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7216+STABILITY: SURFACE MOTION
 DF7216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7216+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2000
 DF7216
 DF7216  HISTORY     - Date     Condition        Report By
 DF7216  HISTORY     - 20000115 MONUMENTED       OH-103
 DF7216
 DF7216                          STATION DESCRIPTION
 DF7216
 DF7216'DESCRIBED BY MEDINA COUNTY OHIO 2000 (MAJ)
 DF7216'DESCRIBED BY MEDINA COUNTY SANITARY ENGINEER 2000
 DF7216'STATION IS LOCATED ABOUT 8.6 MI SOUTHWEST OF MEDINA CITY, IN MEDINA
 DF7216'COUNTY, OHIO, CHATHAM TOWNSHIP, TRACT 15, LOT 52, IN THE BASEBALL
 DF7216'FIELDS BEHIND THE CHATHAM VFW POST, 6299 AVON LAKE ROAD.
 DF7216'OWNERSHIP--VFW POST 6892.
 DF7216' 
 DF7216'TO REACH FROM THE INTERSECTION OF S.R. 18 AND S.R. 42 (MEDINA CITY
 DF7216'SQUARE), GO SOUTH ON S.R. 42 0.3 MI TO A TRAFFIC LIGHT WHERE S.R. 42
 DF7216'SPLITS FROM S.R. 3, TURN RIGHT AND GO WEST ON S.R. 42 (LAFAYETTE
 DF7216'ROAD) 4.2 MI TO ITS INTERSECTION WITH S.R. 162 WESTBOUND (CHATHAM
 DF7216'ROAD), TURN RIGHT AND GO WEST ON S.R. 162 4.8 MI TO ITS INTERSECTION
 DF7216'WITH S.R. 83 (AVON LAKE ROAD) IN CHATHAM, TURN RIGHT AND GO 0.2 MI
 DF7216'NORTH TO THE CHATHAM VFW POST ON THE RIGHT, TURN RIGHT AND GO
 DF7216'EAST ALONG A GRAVEL DRIVE GOING BEHIND THE VFW HALL TO A BASEBALL
 DF7216'FIELD AND THE STATION JUST BEYOND THE CENTERFIELD FENCE.
 DF7216' 
 DF7216'THE STATION MARK IS A STANDARD MEDINA COUNTY SANITARY ENGINEER
 DF7216'GPS SURVEY 3.5 INCH DIA BRONZE DISK STAMPED --CH17 2000-- SET IN A 12
 DF7216'INCH DIA 48 INCH DEEP CONCRETE MONUMENT WITH A 12 INCH PVC SLEEVE,
 DF7216'SET FLUSH WITH THE GROUND SURFACE.  STATION IS 568.3 FT EAST OF S.R.
 DF7216'83, 58.1 FT NORTH OF THE NORTH END OF THE RIGHTFIELD FENCE, 39.7 FT
 DF7216'EAST OF THE EAST END OF THE LEFTFIELD FENCE, 34.0 FT FROM THE
 DF7216'CENTER OF THE CENTERFIELD FENCE, 13.6 FT EAST OF A MANHOLE, AND 1.0
 DF7216'FT SOUTH OF AN ORANGE CARSONITE WITNESS POST.
 DF7216' 
 DF7216'NO REFERENCE MARKS OR AZIMUTH MARKS WERE SET FOR THIS STATION.
 DF7216'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7217 ***********************************************************************
 DF7217  DESIGNATION -  CH18
 DF7217  PID         -  DF7217
 DF7217  STATE/COUNTY-  OH/MEDINA
 DF7217  USGS QUAD   -  WESTFIELD CENTER (1994)
 DF7217
 DF7217                         *CURRENT SURVEY CONTROL
 DF7217  ___________________________________________________________________
 DF7217* NAD 83(1995)-  41 05 54.90342(N)    081 58 43.97269(W)     ADJUSTED  
 DF7217* NAVD 88     -       353.3    (meters)    1159.     (feet)  GPS OBS   
 DF7217  ___________________________________________________________________
 DF7217  X           -     671,686.454 (meters)                     COMP
 DF7217  Y           -  -4,766,548.842 (meters)                     COMP
 DF7217  Z           -   4,170,889.940 (meters)                     COMP
 DF7217  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DF7217  ELLIP HEIGHT-         319.71  (meters)          (10/07/05) GPS OBS
 DF7217  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DF7217
 DF7217  HORZ ORDER  -  FIRST
 DF7217  ELLP ORDER  -  FOURTH    CLASS II
 DF7217
 DF7217.The horizontal coordinates were established by GPS observations
 DF7217.and adjusted by the TERRASURV in August 2003..
 DF7217
 DF7217.The orthometric height was determined by GPS observations and a
 DF7217.high-resolution geoid model.
 DF7217
 DF7217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7217
 DF7217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7217
 DF7217.The ellipsoidal height was determined by GPS observations
 DF7217.and is referenced to NAD 83.
 DF7217
 DF7217.The geoid height was determined by GEOID03.
 DF7217
 DF7217;                    North         East     Units Scale Factor Converg.
 DF7217;SPC OH N     -   159,139.472   643,776.106   MT  0.99993929   +0 20 32.5
 DF7217;UTM  17      - 4,550,162.572   417,796.819   MT  0.99968316   -0 38 36.6
 DF7217
 DF7217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7217!SPC OH N     -   0.99994985  x   0.99993929  =   0.99988915
 DF7217!UTM  17      -   0.99994985  x   0.99968316  =   0.99963303
 DF7217
 DF7217                          SUPERSEDED SURVEY CONTROL
 DF7217
 DF7217  ELLIP H (08/20/03)  319.73   (m)                       GP(       ) 4 2
 DF7217
 DF7217.Superseded values are not recommended for survey control.
 DF7217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7217.See file dsdata.txt to determine how the superseded data were derived.
 DF7217
 DF7217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF1779750163(NAD 83)
 DF7217_MARKER: DD = SURVEY DISK
 DF7217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7217_STAMPING: CH18 2000
 DF7217_MARK LOGO: NONE  
 DF7217_PROJECTION: FLUSH
 DF7217_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DF7217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7217+STABILITY: SURFACE MOTION
 DF7217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7217+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2000
 DF7217
 DF7217  HISTORY     - Date     Condition        Report By
 DF7217  HISTORY     - 20000115 MONUMENTED       OH-103
 DF7217
 DF7217                          STATION DESCRIPTION
 DF7217
 DF7217'DESCRIBED BY MEDINA COUNTY OHIO 2000 (MAJ)
 DF7217'DESCRIBED BY MEDINA COUNTY SANITARY ENGINEER 2000
 DF7217'STATION IS LOCATED ABOUT 6.4 MI SOUTHWEST OF MEDINA CITY, IN MEDINA
 DF7217'COUNTY, OHIO, CHATHAM TOWNSHIP, TRACT 1, LOT 8, IN FRONT OF THE D
 DF7217'AND D RANCH, 8090 CHATHAM ROAD.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DF7217' 
 DF7217'TO REACH FROM THE INTERSECTION OF S.R. 18 AND S.R. 42 (MEDINA CITY
 DF7217'SQUARE), GO SOUTH ON S.R. 42 0.3 MI TO A TRAFFIC LIGHT WHERE S.R. 42
 DF7217'SPLITS FROM S.R. 3, TURN RIGHT AND GO WEST ON S.R. 42 (LAFAYETTE
 DF7217'ROAD) 4.2 MI TO ITS INTERSECTION WITH S.R. 162 WESTBOUND (CHATHAM
 DF7217'ROAD), TURN RIGHT AND GO WEST ON S.R. 162 2.4 MI TO THE STATION ON
 DF7217'THE LEFT.
 DF7217' 
 DF7217'THE STATION MARK IS A STANDARD MEDINA COUNTY SANITARY ENGINEER
 DF7217'GPS SURVEY 3.5 INCH DIA BRONZE DISK STAMPED --CH18 2000-- SET IN A 12
 DF7217'INCH DIA 48 INCH DEEP CONCRETE MONUMENT WITH A 12 INCH PVC SLEEVE,
 DF7217'SET FLUSH WITH THE GROUND SURFACE.  STATION IS 29.0 FT SOUTH OF S.R.
 DF7217'162, 20.0 FT WEST OF A GRAVEL FIELD DRIVE, 34.2 FT EAST OF AN UNMARKED
 DF7217'POLE, 54.0 FT NORTH OF A WOOD PLANK FENCE, 94.4 FT EAST OF A WOOD
 DF7217'SIGN READING --DOUBLE DD FARM--, AND 1.0 FT NORTH OF AN ORANGE
 DF7217'CARSONITE WITNESS POST.
 DF7217' 
 DF7217'NO REFERENCE MARKS OR AZIMUTH MARKS WERE SET FOR THIS STATION.
 DF7217' 
 DF7217'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2116 ***********************************************************************
 MB2116  DESIGNATION -  CHADWICK
 MB2116  PID         -  MB2116
 MB2116  STATE/COUNTY-  OH/LAKE
 MB2116  USGS QUAD   -  MADISON (1994)
 MB2116
 MB2116                         *CURRENT SURVEY CONTROL
 MB2116  ___________________________________________________________________
 MB2116* NAD 83(1995)-  41 51 10.29932(N)    081 00 11.87018(W)     ADJUSTED  
 MB2116* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 MB2116  ___________________________________________________________________
 MB2116  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 MB2116  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 MB2116
 MB2116  HORZ ORDER  -  SECOND
 MB2116
 MB2116.The horizontal coordinates were established by classical geodetic methods
 MB2116.and adjusted by the National Geodetic Survey in April 1998..
 MB2116
 MB2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2116
 MB2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2116
 MB2116.The geoid height was determined by GEOID03.
 MB2116
 MB2116;                    North         East     Units Scale Factor Converg.
 MB2116;SPC OH N     -   243,845.102   724,286.226   MT  1.00003306   +0 58 59.7
 MB2116;UTM  17      - 4,633,439.757   499,726.300   MT  0.99960000   -0 00 07.9
 MB2116
 MB2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2116!SPC OH N     -   0.99997770  x   1.00003306  =   1.00001076
 MB2116!UTM  17      -   0.99997770  x   0.99960000  =   0.99957771
 MB2116
 MB2116|---------------------------------------------------------------------|
 MB2116| PID    Reference Object                     Distance      Geod. Az  |
 MB2116|                                                           dddmmss.s |
 MB2116| CC9781 CHADWICK RM 1                         6.456 METERS 11219     |
 MB2116| CC9782 CHADWICK RM 2                         9.821 METERS 21311     |
 MB2116| MB2117 HUBBARD                             APPROX. 3.9 KM 2464800.9 |
 MB2116|---------------------------------------------------------------------|
 MB2116
 MB2116                          SUPERSEDED SURVEY CONTROL
 MB2116
 MB2116  NAD 83(1986)-  41 51 10.30474(N)    081 00 11.87331(W) AD(       ) 2
 MB2116  NAD 27      -  41 51 10.14319(N)    081 00 12.53905(W) AD(       ) 2
 MB2116  NGVD 29 (07/19/86)  177.     (m)          581.     (f) VERT ANG       
 MB2116
 MB2116.Superseded values are not recommended for survey control.
 MB2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2116.See file dsdata.txt to determine how the superseded data were derived.
 MB2116
 MB2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9972633440(NAD 83)
 MB2116_MARKER: DD = SURVEY DISK
 MB2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2116
 MB2116  HISTORY     - Date     Condition        Report By
 MB2116  HISTORY     - 1974     MONUMENTED       USLS
 MB2116
 MB2116                          STATION DESCRIPTION
 MB2116
 MB2116'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2116'SECOND ORDER EODM TRAVERSE STATION--CLEVELAND-BUFFALO SCHEME
 MB2116'
 MB2116'THE STATION IS LOCATED ABOUT 15 MILES EAST OF FAIRPORT
 MB2116'HARBOR.  ABOUT 14 MILES WEST OF ASHTABULA, NEAR DRIFTWOOD, ON
 MB2116'THE SHORE OVERLOOKING LAKE ERIE IN THE NORTHEAST PORTION OF
 MB2116'THE CHADWICK FAMILY PROPERTY.
 MB2116'
 MB2116'TO REACH THE STATION FROM THE PAINESVILLE/FAIRPORT HARBOR AREA
 MB2116'PROCEED EAST OF STATE HIGHWAY 20 FOR 14.5 MILES TO COUNTY LINE
 MB2116'ROAD.  FROM THE INTERSECTION OF STATE HIGHWAY 20 AND STATE
 MB2116'HIGHWAY 528 PROCEED EAST ON STATE HIGHWAY 20 FOR 2.4 MILES TO
 MB2116'COUNTY LINE ROAD.  TURN LEFT, NORTH, AND PROCEED 3.6 MILES TO
 MB2116'DRIFTWOOD DRIVE.  TURN LEFT, WEST, AND PROCEED TO THE THIRD
 MB2116'HOUSE ON THE RIGHT, NORTH, (NO HOUSE NUMBERS DISPLAYED), AND
 MB2116'THE STATION IN THE NORTHEAST PORTION OF THE PROPERTY.
 MB2116'
 MB2116'THE STATION MARK IS A STANDARD NGS BRONZE DISK SET IN THE TOP
 MB2116'OF A CONCRETE POST APPROXIMATELY 6 INCHES BELOW THE SURFACE.
 MB2116'
 MB2116'REFERENCE MARK 1, A STANDARD DISK SET ON TOP OF A CONCRETE POST,
 MB2116'STAMPED CHADWICK NO. 1 1974, IS LOCATED NEAR THE BUSHES TO THE
 MB2116'EAST AND 3 FEET NORTH OF THE WITNESS POST.
 MB2116'
 MB2116'REFERENCE MARK 2, A STANDARD DISK EPOXIED FLUSH ATOP THE
 MB2116'FLAGPOLE FOUNDATION, STAMPED CHADWICK NO. 2 1974, IS LOCATED
 MB2116'JUST EAST OF THE FLAGPOLE.
 MB2116'
 MB2116'GOOD VISIBILITY IS AFFORDED TO ALL POINTS SEAWARD AND THE COAST.
 MB2116'
 MB2116'PERMISSION TO SET THE STATION WAS OBTAINED FROM MR. CHADWICK.
 MB2116'
 MB2116'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2004 ***********************************************************************
 MB2004  DESIGNATION -  CHALMERS
 MB2004  PID         -  MB2004
 MB2004  STATE/COUNTY-  OH/MAHONING
 MB2004  USGS QUAD   -  YOUNGSTOWN (1994)
 MB2004
 MB2004                         *CURRENT SURVEY CONTROL
 MB2004  ___________________________________________________________________
 MB2004* NAD 83(1995)-  41 05 05.43994(N)    080 40 04.61314(W)     ADJUSTED  
 MB2004* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 MB2004  ___________________________________________________________________
 MB2004  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 MB2004  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB2004
 MB2004  HORZ ORDER  -  SECOND
 MB2004
 MB2004.The horizontal coordinates were established by classical geodetic methods
 MB2004.and adjusted by the National Geodetic Survey in April 1998..
 MB2004
 MB2004.The orthometric height was scaled from a topographic map.
 MB2004
 MB2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2004
 MB2004.The geoid height was determined by GEOID03.
 MB2004
 MB2004;                    North         East     Units Scale Factor Converg.
 MB2004;SPC OH N     -   159,099.605   753,921.516   MT  0.99993919   +1 12 12.8
 MB2004;UTM  17      - 4,548,228.779   527,890.254   MT  0.99960957   +0 13 05.6
 MB2004
 MB2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2004!SPC OH N     -   0.99995422  x   0.99993919  =   0.99989341
 MB2004!UTM  17      -   0.99995422  x   0.99960957  =   0.99956381
 MB2004
 MB2004|---------------------------------------------------------------------|
 MB2004| PID    Reference Object                     Distance      Geod. Az  |
 MB2004|                                                           dddmmss.s |
 MB2004| CX3396 CHALMERS RM 1                        21.220 METERS 08957     |
 MB2004| MB2007 CHALMERS AZ MK                      248.239 METERS 09202     |
 MB2004| CX3397 CHALMERS RM 2                        19.235 METERS 17811     |
 MB2004|---------------------------------------------------------------------|
 MB2004
 MB2004                          SUPERSEDED SURVEY CONTROL
 MB2004
 MB2004  NAD 83(1986)-  41 05 05.44466(N)    080 40 04.61695(W) AD(       ) 2
 MB2004  NAD 27      -  41 05 05.23500(N)    080 40 05.34700(W) AD(       ) 2
 MB2004
 MB2004.Superseded values are not recommended for survey control.
 MB2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2004.See file dsdata.txt to determine how the superseded data were derived.
 MB2004
 MB2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2789048229(NAD 83)
 MB2004_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2004
 MB2004  HISTORY     - Date     Condition        Report By
 MB2004  HISTORY     - 1950     MONUMENTED       CGS
 MB2004
 MB2004                          STATION DESCRIPTION
 MB2004
 MB2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2004'THE STATION IS LOCATED ACROSS THE STREET FROM THE MONROE GRADE
 MB2004'SCHOOL, ON CHALMERS
 MB2004'AVENUE BETWEEN OVERLAND AND HILLMAN STREETS, IN THE SOUTHWEST
 MB2004'PART OF THE CITY OF
 MB2004'YOUNGSTOWN.  THE STATION MARK IS A STANDARD DISK SET
 MB2004'IN A 12 BY 12 INCH BLOCK OF CONCRETE
 MB2004'BETWEEN THE SIDEWALK AND THE NORTH
 MB2004'CURB ON THE NORTH SIDE OF CHALMERS AVENUE.  IT IS 12
 MB2004'FEET NORTH OF THE
 MB2004'CENTERLINE OF CHALMERS AVENUE, 24 FEET EAST OF POWER POLE NO 17222, 9
 MB2004'FEET WEST OF THE CENTER
 MB2004'OF A DRIVEWAY BETWEEN DWELLING HOUSES NOS. 436, AND 440
 MB2004'(ON THE NORTH SIDE OF CHALMERS
 MB2004'AVENUE), 26.4 FEET SOUTH OF THE SOUTHEAST
 MB2004'CORNER OF DWELLING NO 440, AND 2 FEET EAST OF THE
 MB2004'PROLONGATION OF THE
 MB2004'EAST FACE OF SAME DWELLING.  IT PROJECTS 2 INCHES AND IS STAMPED
 MB2004'CHALMERS 1950.
 MB2004'REFERENCE MARK NO. 1 IS A STANDARD
 MB2004'DISK SET FLUSH IN THE SIDEWALK EAST OF
 MB2004'THE STATION.  IT IS IN THE SOUTH EDGE OF THE SIDEWALK
 MB2004'ALONG THE NORTH SIDE OF
 MB2004'CHALMERS AVENUE.  IT IS 14.2 FEET NORTH OF THE CENTERLINE OF CHALMERS
 MB2004'AVENUE, 1.0 FEET
 MB2004'NORTH OF POWER POLE NO 17221, 0.6 FEET NORTH OF THE SOUTH
 MB2004'EDGE OF THE SIDEWALK, 25.6 FEET
 MB2004'SOUTH OF THE SOUTHWEST CORNER OF DWELLING
 MB2004'NO 432.  THE MARK IS STAMPED CHALMERS NO 1 1950.
 MB2004'REFERENCE MARK NO. 2 IS A STANDARD DISK SET FLUSH IN THE WEST EDGE OF
 MB2004'THE SIDEWALK LEADING
 MB2004'TO THE WEST ONE OF THREE ENTRANCES TO THE NORTH SIDE OF
 MB2004'MONROE SCHOOL.  IT IS 7.5 FEET EAST
 MB2004'OF THE WEST EDGE OF THE SIDEWALK,
 MB2004'4.5 FEET NORTH OF THE NORTH FACE OF THE SCHOOL, 35.9
 MB2004'FEET EAST OF THE
 MB2004'SOUTHWEST CORNER OF THE SCHOOL, 52 FEET SOUTH OF THE CENTERLINE OF
 MB2004'CHALMERS AVENUE.  THE
 MB2004'MARK IS STAMPED CHALMERS NO. 2 1950.
 MB2004'THE AZIMUTH MARK IS A STANDARD
 MB2004'DISK SET IN A 12 BY 12 INCH BLOCK OF CONCRETE
 MB2004'SET BETWEEN THE CURB AND THE SIDEWALK ON THE
 MB2004'NORTH SIDE OF CHALMERS AVENUE.
 MB2004'IT IS 14 FEET NORTH OF THE CENTERLINE OF CHALMERS AVENUE, 12.4
 MB2004'FEET WEST OF POWER
 MB2004'POLE 9-470, 14.05 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 MB2004'RETAINING WALL AROUND
 MB2004'DWELLING NO 324, 1.8 FEET SOUTH OF THE SOUTH EDGE OF
 MB2004'SIDEWALK, 0.8 FEET NORTH OF THE NORTH
 MB2004'CURB, 266.6 FEET WEST OF THE WEST
 MB2004'CURB ON HILLMAN STREET AT THE INTERSECTION OF HILLMAN
 MB2004'STREET AND CHALMERS
 MB2004'AVENUE.  THE MARK PROJECTS 2 INCHES AND IS STAMPED CHALMERS 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2043 ***********************************************************************
 MB2043  DESIGNATION -  CHAMPION
 MB2043  PID         -  MB2043
 MB2043  STATE/COUNTY-  OH/TRUMBULL
 MB2043  USGS QUAD   -  CHAMPION (1994)
 MB2043
 MB2043                         *CURRENT SURVEY CONTROL
 MB2043  ___________________________________________________________________
 MB2043* NAD 83(1995)-  41 18 40.87169(N)    080 51 10.77615(W)     ADJUSTED  
 MB2043* NAVD 88     -       292.     (meters)     958.     (feet)  SCALED    
 MB2043  ___________________________________________________________________
 MB2043  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 MB2043  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB2043
 MB2043  HORZ ORDER  -  SECOND
 MB2043
 MB2043.The horizontal coordinates were established by classical geodetic methods
 MB2043.and adjusted by the National Geodetic Survey in April 1998..
 MB2043
 MB2043.The orthometric height was scaled from a topographic map.
 MB2043
 MB2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2043
 MB2043.The geoid height was determined by GEOID03.
 MB2043
 MB2043;                    North         East     Units Scale Factor Converg.
 MB2043;SPC OH N     -   183,939.140   737,901.725   MT  0.99994816   +1 04 55.2
 MB2043;UTM  17      - 4,573,331.584   512,305.121   MT  0.99960186   +0 05 49.4
 MB2043
 MB2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2043!SPC OH N     -   0.99995953  x   0.99994816  =   0.99990769
 MB2043!UTM  17      -   0.99995953  x   0.99960186  =   0.99956140
 MB2043
 MB2043|---------------------------------------------------------------------|
 MB2043| PID    Reference Object                     Distance      Geod. Az  |
 MB2043|                                                           dddmmss.s |
 MB2043| CX3400 CHAMPION RM 1                        24.838 METERS 07557     |
 MB2043| MB1979 CORTLAND MUNICIPAL TANK             APPROX.11.2 KM 0795316.3 |
 MB2043| CX3399 CHAMPION AZ MK 2                                   1453936.4 |
 MB2043| CX3398 CHAMPION AZ MK                                     1645820.4 |
 MB2043| CX3401 CHAMPION RM 2                        26.185 METERS 17631     |
 MB2043|---------------------------------------------------------------------|
 MB2043
 MB2043                          SUPERSEDED SURVEY CONTROL
 MB2043
 MB2043  NAD 83(1986)-  41 18 40.87779(N)    080 51 10.77304(W) AD(       ) 2
 MB2043  NAD 27      -  41 18 40.67800(N)    080 51 11.45900(W) AD(       ) 2
 MB2043
 MB2043.Superseded values are not recommended for survey control.
 MB2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2043.See file dsdata.txt to determine how the superseded data were derived.
 MB2043
 MB2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1230573332(NAD 83)
 MB2043_MARKER: DB = BENCH MARK DISK
 MB2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2043_STAMPING: CHAMPION 1951
 MB2043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2043+STABILITY: SURFACE MOTION
 MB2043
 MB2043  HISTORY     - Date     Condition        Report By
 MB2043  HISTORY     - 1951     MONUMENTED       CGS
 MB2043  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MB2043  HISTORY     - 1979     GOOD             NGS
 MB2043  HISTORY     - 19930901 GOOD             OHDT
 MB2043
 MB2043                          STATION DESCRIPTION
 MB2043
 MB2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2043'STATION IS LOCATED IN THE TOWN OF CHAMPION, 0.1 MILE NORTHWEST OF THE
 MB2043'CHAMPION HIGH SCHOOL.  IT
 MB2043'IS ON THE NORTHWEST CORNER OF THE SCHOOL GROUNDS AND AT THE SOUTHWEST
 MB2043'CORNER OF AN ORCHARD, 49 FEET
 MB2043'NORTHWEST OF THE SOUTHWEST END OF THE BASE BALL DIAMOND
 MB2043'BACK STOP, 27 FEET SOUTHEAST OF A FENCE CORNER
 MB2043'AND 21 FEET SOUTH OF A EAST-WEST FENCELINE
 MB2043'AND A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 MB2043'STAMPED CHAMPION 1951.
 MB2043'
 MB2043'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE EAST-WEST FENCELINE.  THE
 MB2043'MARK IS FLUSH AND THE DISK IS
 MB2043'STAMPED CHAMPION NO 1 1951.
 MB2043'
 MB2043'REFERENCE MARK NO. 2 IS 40 FEET SOUTHWEST OF THE SOUTHWEST END OF THE
 MB2043'BASE BALL DIAMOND BACK STOP.
 MB2043'THE MARK IS FLUSH AND THE DISK IS STAMPED CHAMPION NO 2 1951.
 MB2043'
 MB2043'AZIMUTH MARK IS 39 FEET EAST OF A POWERLINE POLE, 22 FEET SOUTH OF
 MB2043'THE CENTER OF STATE HIGHWAY
 MB2043'NO. 305 AND 2 FEET NORTH OF A FENCELINE AND A WHITE WITNESS POST.
 MB2043'THE MARK PROJECTS 4 INCHES AND THE
 MB2043'DISK IS STAMPED CHAMPION 1951.
 MB2043'
 MB2043'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAYS NO.
 MB2043'305 AND NO.  45 IN CHAMPION, GO
 MB2043'WEST ON STATE HIGHWAY NO. 305 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 MB2043'LEFT AS DESCRIBED.
 MB2043'
 MB2043'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 MB2043
 MB2043                          STATION RECOVERY (1957)
 MB2043
 MB2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MB2043'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 MB2043'WERE RECOVERED AS
 MB2043'DESCRIBED.  ONLY ROUGH MEASUREMENTS WERE MADE FROM
 MB2043'THE STATION TO THE REFERENCE MARKS
 MB2043'FOR RECOVERY PURPOSES.  THE STATION
 MB2043'MARK IS NOW ABOUT 6 INCHES BELOW THE SURFACE OF THE
 MB2043'GROUND.
 MB2043
 MB2043                          STATION RECOVERY (1979)
 MB2043
 MB2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MB2043'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE
 MB2043'WAY OF UTILITY CONSTRUCTION AND WAS DESTROYED AFTER A NEW MARK WAS
 MB2043'SET.  THE DISTANCE TO THE REFERENCE MARKS CHECKED AS DID THE DIRECTION
 MB2043'TO THEM.  A NEW DESCRIPTION FOLLOWS.
 MB2043'
 MB2043'THE STATION IS LOCATED IN THE TOWN OF CHAMPION, IN THE NORTHWEST
 MB2043'CORNER OF THE CHAMPION HIGH SCHOOL GROUNDS, 13 FEET EAST OF A
 MB2043'NORTH-SOUTH FENCE, 28 FEET SOUTHEAST OF A FENCE CORNER, 49 FEET NORTH
 MB2043'OF THE SOUTHWEST CORNER OF A BASEBALL BACKSTOP AND 53 FEET WEST OF THE
 MB2043'NORTHEAST CORNER OF THE BACKSTOP.  THE MONUMENT IS 6 INCHES
 MB2043'UNDERGROUND AND THE DISK IS STAMPED---CHAMPION 1951---.
 MB2043'
 MB2043'REFERENCE MARK 1 IS 34 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 MB2043'BACKSTOP, 20 FEET NORTH OF WOVEN WIRE FENCE TO BALL DIAMOND AND 21
 MB2043'FEET SOUTH OF A 20 INCH APPLE TREE.  THE MONUMENT PROJECTS 2 INCHES
 MB2043'AND THE DISK IS STAMPED---CHAMPION NO 1 1951---.
 MB2043'
 MB2043'REFERENCE MARK 2 IS 4 FEET EAST OF THE NORTH-SOUTH FENCE LINE, 16
 MB2043'FEET WEST OF FENCE TO THE DIAMOND AND 37 FEET SOUTHWEST OF THE
 MB2043'SOUTHWEST END OF THE BACKSTOP.  THE MONUMENT IS 2 INCHES UNDERGROUND
 MB2043'AND THE DISK IS STAMPED---CHAMPION NO 2 1951---.
 MB2043'
 MB2043'THE AZIMUTH MARK IS 68 FEET WEST OF A FENCE CORNER, 6 FEET SOUTHWEST
 MB2043'OF A STORM DRAIN, 1 FOOT NORTH OF FENCE TO CHEVROLET CAR LOT, 68 FEET
 MB2043'EAST OF A FENCE CORNER, 83 FEET EAST OF THE CENTERLINE OF SOUTH DRIVE
 MB2043'TO SCHOOL AND 0.2 MILE SOUTHEAST OF THE STATION.
 MB2043
 MB2043                          STATION RECOVERY (1993)
 MB2043
 MB2043'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2043'-------REPORT BY ODOT--------YEAR 1993---------CONDITION --GOOD
 MB2043' 
 MB2043'THE SCHOOL DESCRIBED IS NOW A ELEMENTARY SCHOOL.  CHEVY DEALER IS R.D.
 MB2043'BANKS.
 MB2043' 
 MB2043'REF. MARK NO. 1 IS BELIEVED TO BE DESTROYED, FOUND A MASS OF CONCRETE
 MB2043'BUT NO DISK.
 MB2043' 
 MB2043'REF MARK NO. 2 IS 3' EAST OF N-S FENCE, 39.75' SW OF SW END OF
 MB2043'BACKSTOP, 85.88' SOUTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1194 ***********************************************************************
 MB1194  DESIGNATION -  CHAPEL
 MB1194  PID         -  MB1194
 MB1194  STATE/COUNTY-  OH/SUMMIT
 MB1194  USGS QUAD   -  AKRON EAST (1964)
 MB1194
 MB1194                         *CURRENT SURVEY CONTROL
 MB1194  ___________________________________________________________________
 MB1194* NAD 83(1995)-  41 07 03.68946(N)    081 27 58.25810(W)     ADJUSTED  
 MB1194* NAVD 88     -       359.216  (meters)    1178.53   (feet)  ADJUSTED  
 MB1194  ___________________________________________________________________
 MB1194  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 MB1194  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB1194  DYNAMIC HT  -         359.060 (meters)    1178.02  (feet)  COMP
 MB1194  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 MB1194
 MB1194  HORZ ORDER  -  FIRST
 MB1194  VERT ORDER  -  FIRST     CLASS II
 MB1194
 MB1194.The horizontal coordinates were established by classical geodetic methods
 MB1194.and adjusted by the National Geodetic Survey in April 1998..
 MB1194
 MB1194.The orthometric height was determined by differential leveling
 MB1194.and adjusted by the National Geodetic Survey in June 1991..
 MB1194
 MB1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1194
 MB1194.The geoid height was determined by GEOID03.
 MB1194
 MB1194.The dynamic height is computed by dividing the NAVD 88
 MB1194.geopotential number by the normal gravity value computed on the
 MB1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1194.degrees latitude (g = 980.6199 gals.).
 MB1194
 MB1194.The modeled gravity was interpolated from observed gravity values.
 MB1194
 MB1194;                    North         East     Units Scale Factor Converg.
 MB1194;SPC OH N     -   161,645.096   686,818.214   MT  0.99993952   +0 40 45.0
 MB1194;UTM  17      - 4,551,926.774   460,863.076   MT  0.99961885   -0 18 23.6
 MB1194
 MB1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1194!SPC OH N     -   0.99994891  x   0.99993952  =   0.99988843
 MB1194!UTM  17      -   0.99994891  x   0.99961885  =   0.99956778
 MB1194
 MB1194:                Primary Azimuth Mark                     Grid Az
 MB1194:SPC OH N     -  CUYAHOGA FALLS MUN STANDPIPE             000 15 38.3
 MB1194:UTM  17      -  CUYAHOGA FALLS MUN STANDPIPE             001 14 46.9
 MB1194
 MB1194|---------------------------------------------------------------------|
 MB1194| PID    Reference Object                     Distance      Geod. Az  |
 MB1194|                                                           dddmmss.s |
 MB1194| MB2738 CUYAHOGA FALLS MUN STANDPIPE        APPROX. 0.9 KM 0005623.3 |
 MB1194| MB2710 TALLMADGE FIRST CONG CH SPIRE       APPROX. 2.7 KM 1301140.2 |
 MB1194| MB2874 CUYAHOGA FALLS P T MUN SPIPE        APPROX. 4.1 KM 3153615.6 |
 MB1194|---------------------------------------------------------------------|
 MB1194
 MB1194                          SUPERSEDED SURVEY CONTROL
 MB1194
 MB1194  NAD 83(1986)-  41 07 03.69636(N)    081 27 58.26138(W) AD(       ) 1
 MB1194  NAD 27      -  41 07 03.49390(N)    081 27 58.83644(W) AD(       ) 1
 MB1194  NGVD 29 (??/??/92)  359.411  (m)         1179.17   (f) ADJ UNCH    1 2
 MB1194
 MB1194.Superseded values are not recommended for survey control.
 MB1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1194.See file dsdata.txt to determine how the superseded data were derived.
 MB1194
 MB1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6086351927(NAD 83)
 MB1194_MARKER: DD = SURVEY DISK
 MB1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1194_STAMPING: CHAPEL
 MB1194_MARK LOGO: OH0070
 MB1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1194+STABILITY: SURFACE MOTION
 MB1194
 MB1194  HISTORY     - Date     Condition        Report By
 MB1194  HISTORY     - 1963     MONUMENTED       OH0070
 MB1194  HISTORY     - 1964     GOOD             CGS
 MB1194
 MB1194                          STATION DESCRIPTION
 MB1194
 MB1194'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1194'THE STATION IS LOCATED ABOUT 3.8 MILES NORTHEAST OF DOWNTOWN AKRON,
 MB1194'AND AT THE CHAPEL
 MB1194'HILL CHURCH.  IT IS 56 FEET SOUTHEAST OF THE NORTHEAST
 MB1194'CORNER OF THE CHURCH, 38 FEET
 MB1194'NORTHEAST OF THE SOUTHEAST CORNER OF THE
 MB1194'CHURCH, AND 98 FEET NORTHWEST OF A 48 INCH OAK
 MB1194'TREE.  IT IS A CITY OF
 MB1194'AKRON DISK STAMPED CHAPEL SET IN THE TOP OF A 4 BY 4 INCH
 MB1194'CONCRETE POST 4
 MB1194'INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE COVERED
 MB1194'WITH A 9 INCH IRON COVER.
 MB1194'
 MB1194'TO REACH THE STATION FROM THE INTERSECTION OF TALLMADGE AVENUE AND
 MB1194'BRITTAIN ROAD, GO
 MB1194'NORTH ON BRITTAIN ROAD FOR 1.0 MILE TO A ROAD FORK.
 MB1194'TAKE THE LEFT FORK AND CONTINUE
 MB1194'NORTH AND WEST ON SURFACED ROAD FOR 0.1
 MB1194'MILE TO THE CHAPEL HILL CHURCH AND STATION.
 MB1194
 MB1194                          STATION RECOVERY (1964)
 MB1194
 MB1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1194'1.2 MI E FROM CUYAHOGA FALLS.
 MB1194'ABOUT 1.1 MILES EAST ALONG HOWE ROAD FROM ITS CROSSING OF THE
 MB1194'BALTIMORE AND OHIO RAILROAD, THENCE 0.15 MILE SOUTH AND EAST
 MB1194'ALONG AN OILED ROAD, AT THE CHAPEL HILL CHURCH, 38 FEET NORTHEAST
 MB1194'OF THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 98 FEET NORTHWEST
 MB1194'OF A 48-INCH OAK TREE, 56 FEET SOUTHEAST OF THE NORTHEAST CORNER
 MB1194'OF THE CHURCH, 140 FEET NORTH OF THE CENTER LINE OF A BLACK TOP
 MB1194'ROAD ALONG SOUTH SIDE OF CHURCH, AND SET IN THE TOP OF A CONCRETE
 MB1194'POST 4 INCHES UNDERGROUND ACCESS TO WHICH IS HAD THROUGH A 9-INCH
 MB1194'ROUND CAST IRON COVER WHICH IS FLUSH WITH THE GROUND.  THE COVER
 MB1194'IS MARKED AKRON CITY SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1940 ***********************************************************************
 KZ1940  DESIGNATION -  CHAPEL
 KZ1940  PID         -  KZ1940
 KZ1940  STATE/COUNTY-  OH/CRAWFORD
 KZ1940  USGS QUAD   -  SHELBY (1980)
 KZ1940
 KZ1940                         *CURRENT SURVEY CONTROL
 KZ1940  ___________________________________________________________________
 KZ1940* NAD 83(1995)-  40 59 42.64578(N)    082 44 18.35345(W)     ADJUSTED  
 KZ1940* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 KZ1940  ___________________________________________________________________
 KZ1940  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 KZ1940  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KZ1940
 KZ1940  HORZ ORDER  -  THIRD
 KZ1940
 KZ1940.The horizontal coordinates were established by classical geodetic methods
 KZ1940.and adjusted by the National Geodetic Survey in April 1998..
 KZ1940
 KZ1940.The orthometric height was scaled from a topographic map.
 KZ1940
 KZ1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1940
 KZ1940.The geoid height was determined by GEOID03.
 KZ1940
 KZ1940;                    North         East     Units Scale Factor Converg.
 KZ1940;SPC OH N     -   147,553.194   579,939.289   MT  0.99993994   -0 09 23.9
 KZ1940;UTM  17      - 4,539,677.321   353,781.424   MT  0.99986314   -1 08 26.2
 KZ1940
 KZ1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1940!SPC OH N     -   0.99996043  x   0.99993994  =   0.99990037
 KZ1940!UTM  17      -   0.99996043  x   0.99986314  =   0.99982357
 KZ1940
 KZ1940:                Primary Azimuth Mark                     Grid Az
 KZ1940:SPC OH N     -  WILLARD MUNICIPAL TANK                   012 01 53.4
 KZ1940:UTM  17      -  WILLARD MUNICIPAL TANK                   013 00 55.7
 KZ1940
 KZ1940|---------------------------------------------------------------------|
 KZ1940| PID    Reference Object                     Distance      Geod. Az  |
 KZ1940|                                                           dddmmss.s |
 KZ1940| MC1182 WILLARD MUNICIPAL TANK              APPROX. 5.5 KM 0115229.5 |
 KZ1940| MC1183 WILLARD RR DONNELLEY SONS TANK      APPROX. 5.6 KM 0203537.4 |
 KZ1940| CE5874 CHAPEL RM 1                          25.370 METERS 04347     |
 KZ1940| CE5876 CHAPEL RM 3                          47.494 METERS 17742     |
 KZ1940| MC1199 ATTICA N CENTRAL ELEC RAD MAST      APPROX.15.4 KM 3005805.2 |
 KZ1940| CE5875 CHAPEL RM 2                          28.475 METERS 34601     |
 KZ1940| CE5873 CHAPEL AZ MK                                       3571108.2 |
 KZ1940|---------------------------------------------------------------------|
 KZ1940
 KZ1940                          SUPERSEDED SURVEY CONTROL
 KZ1940
 KZ1940  NAD 83(1986)-  40 59 42.65142(N)    082 44 18.37010(W) AD(       ) 3
 KZ1940  NAD 27      -  40 59 42.45236(N)    082 44 18.72563(W) AD(       ) 3
 KZ1940
 KZ1940.Superseded values are not recommended for survey control.
 KZ1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1940.See file dsdata.txt to determine how the superseded data were derived.
 KZ1940
 KZ1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5378139677(NAD 83)
 KZ1940_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1940
 KZ1940  HISTORY     - Date     Condition        Report By
 KZ1940  HISTORY     - 1959     MONUMENTED       CGS
 KZ1940  HISTORY     - 1971     SEE DESCRIPTION  NGS
 KZ1940
 KZ1940                          STATION DESCRIPTION
 KZ1940
 KZ1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1940'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF WILLARD, 2-1/2 MILES
 KZ1940'SOUTHWEST OF CALERYVILLE, 4 MILES WEST
 KZ1940'OF PLYMOUTH, IN THE NORTHEAST CORNER OF SECTION 3, T-22-N, R-20-W, ON
 KZ1940'THE SOUTH SIDE OF THE
 KZ1940'CRAWFORD-HURON COUNTY LINE, ON LAND OWNED BY THE CALVARY CHURCH.
 KZ1940'
 KZ1940'TO REACH THE STATION FROM THE MAIN INTERSECTION IN PLYMOUTH, GO WEST
 KZ1940'ON BROADWAY STREET FOR 3.25
 KZ1940'MILES TO THE INTERSECTION OF STATE ROUTE 298, CONTINUE WEST ON ROUTE
 KZ1940'298 FOR 0.4 MILE TO THE CALVARY
 KZ1940'CHAPEL ON THE LEFT AND THE STATION ON THE LEFT.
 KZ1940'
 KZ1940'STATION MARKS ARE STANDARD DISKS STAMPED CHAPEL 1959.  THE SURFACE
 KZ1940'DISK IS SET IN A SQUARE
 KZ1940'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 16 FEET
 KZ1940'EAST OF A GRAVEL DRIVEWAY, 64 FEET
 KZ1940'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHAPEL, AND 75.5 FEET
 KZ1940'SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 KZ1940'CHAPEL.  THE UNDERGROUND DISK IS SET IN AN
 KZ1940'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE SURFACE OF
 KZ1940'THE GROUND.  A STANDARD METAL
 KZ1940'WITNESS POST WAS SET 16.2 FEET SOUTH OF THE MARK.
 KZ1940'
 KZ1940'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHAPEL NO 1 1959, IS
 KZ1940'SET IN A SQUARE CONCRETE POST
 KZ1940'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 9 FEET WEST OF THE SOUTH
 KZ1940'END OF A NORTH-SOUTH FENCE, 13.5
 KZ1940'FEET EAST OF THE SOUTHEAST CORNER OF THE CHAPEL, AND 65.5
 KZ1940'FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 KZ1940'CHAPEL.
 KZ1940'
 KZ1940'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHAPEL NO 2 1959, IS
 KZ1940'SET IN A SQUARE CONCRETE POST
 KZ1940'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 10.5 FEET WEST OF THE
 KZ1940'CENTERLINE OF THE GRAVEL DRIVEWAY, 52.5
 KZ1940'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE CHAPEL, AND
 KZ1940'55.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 KZ1940'THE CHAPEL.
 KZ1940'
 KZ1940'AZIMUTH MARK, A STANDARD DISK STAMPED CHAPEL 1959, IS SET IN A SQUARE
 KZ1940'CONCRETE POST WHICH
 KZ1940'PROJECTS 8 INCHES.  IT IS 10 FEET WEST OF A DIRT ROAD, 58 FEET EAST
 KZ1940'OF A TELEPHONE POLE ON THE WEST
 KZ1940'SIDE OF THE CANAL, AND 73 FEET EAST OF THE PAINTED CENTER
 KZ1940'LINE OF A BLACKTOP ROAD ON THE WEST SIDE OF
 KZ1940'THE CANAL.  A STANDARD METAL WITNESS POST WAS
 KZ1940'SET 1.5 FEET NORTH OF THE MARK.
 KZ1940'
 KZ1940'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE DIRT ROAD
 KZ1940'WHICH IS ON THE EAST SIDE OF
 KZ1940'THE CANAL FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KZ1940'
 KZ1940'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KZ1940
 KZ1940                          STATION RECOVERY (1971)
 KZ1940
 KZ1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KZ1940'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 KZ1940'FOUND IN GOOD
 KZ1940'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED TO
 KZ1940'HAVE BEEN DESTROYED DURING THE
 KZ1940'CONSTRUCTION OF A NEW WING ON THE CHURCH.
 KZ1940'THE LINE OF SIGHT TO THE AZIMUTH MARK WAS
 KZ1940'OBSTRUCTED BY TALL CORN AND
 KZ1940'COULD NOT BE TAKEN.  THE DISTANCE TO REFERENCE MARK 2
 KZ1940'CHECKED.  REFERENCE
 KZ1940'MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS-
 KZ1940'
 KZ1940'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF WILLARD, IN THE
 KZ1940'NE CORNER OF SEC.
 KZ1940'3, T-22-N, R-20-W, ON THE PROPERTY OF THE CALVARY
 KZ1940'CHURCH, 52 FEET NORTHEAST OF A POWER
 KZ1940'POLE, 12 FEET EAST OF THE CENTERLINE
 KZ1940'OF A GRAVELED ROAD, 64 FEET SOUTHWEST OF THE SOUTHWEST
 KZ1940'CORNER OF THE
 KZ1940'CHURCH, AND 75 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH.
 KZ1940'THE MONUMENT IS FLUSH
 KZ1940'AND THE DISK IS STAMPED CHAPEL 1959.  (NOTE 1A 7A)
 KZ1940'
 KZ1940'TO REACH THE STATION FROM THE INTERSECTION OF W BROADWAY AND
 KZ1940'SANDUSKY STREETS
 KZ1940'IN PLYMOUTH, GO WEST ON WEST BROADWAY FOR 3.5 MILES TO
 KZ1940'THE INTERSECTION WITH CO. RD. 103.
 KZ1940'CONTINUE WEST ON RD. 103 FOR 0.4
 KZ1940'MILE TO THE CHURCH AND STATION MARK ON THE LEFT.
 KZ1940'
 KZ1940'TO REACH THE AZIMUTH MARK FROM THE CHURCH, GO NORTH ALONG THE
 KZ1940'EAST SIDE OF CANAL
 KZ1940'ON FIELD ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
 KZ1940'
 KZ1940'REFERENCE MARK 2 IS 52 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 KZ1940'THE CHURCH, 55
 KZ1940'FEET SOUTHWEST OF THE NORTHWEST CORNER, 81 FEET SOUTH OF
 KZ1940'THE SOUTHEAST END OF A CONCRETE
 KZ1940'BRIDGE AND 18 FEET WEST OF THE CENTERLINE
 KZ1940'OF GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 KZ1940'DISK IS STAMPED
 KZ1940'CHAPEL NO 2 1959.
 KZ1940'
 KZ1940'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 KZ1940'NORTHWEST CORNER
 KZ1940'OF THE CONCRETE BASE OF A CONCRETE MONUMENT WITH A
 KZ1940'PLAQUE ON THE NORTH SIDE (MARSH RUN
 KZ1940'WATERSHED PROJECT), 21 FEET NORTHEAST
 KZ1940'OF A FENCE CORNER AND STAMPED CHAPEL 1959 NO 3 1971.
 KZ1940'
 KZ1940'THE AZIMUTH MARK IS 10 FEET WEST OF THE CENTERLINE OF THE FIELD
 KZ1940'ROAD, 58 FEET EAST
 KZ1940'OF A TELEPHONE POLE ON THE WEST SIDE OF THE CANAL, 73
 KZ1940'FEET EAST OF THE CENTERLINE OF PAVED
 KZ1940'ROAD ON WEST SIDE OF CANAL AND
 KZ1940'1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 KZ1940'PROJECTS 6 INCHES
 KZ1940'AND THE DISK IS STAMPED CHAPEL 1959.
 KZ1940'
 KZ1940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES WEST
 KZ1940'OF PLYMOUTH.
 KZ1940'
 KZ1940'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2035 ***********************************************************************
 JX2035  DESIGNATION -  CHAPEL HILL
 JX2035  PID         -  JX2035
 JX2035  STATE/COUNTY-  OH/MONROE
 JX2035  USGS QUAD   -  ROUND BOTTOM (1994)
 JX2035
 JX2035                         *CURRENT SURVEY CONTROL
 JX2035  ___________________________________________________________________
 JX2035* NAD 83(1995)-  39 44 15.30399(N)    080 57 39.81224(W)     ADJUSTED  
 JX2035* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 JX2035  ___________________________________________________________________
 JX2035  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 JX2035  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JX2035
 JX2035  HORZ ORDER  -  THIRD
 JX2035
 JX2035.The horizontal coordinates were established by classical geodetic methods
 JX2035.and adjusted by the National Geodetic Survey in April 1998..
 JX2035
 JX2035.The orthometric height was scaled from a topographic map.
 JX2035
 JX2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2035
 JX2035.The geoid height was determined by GEOID03.
 JX2035
 JX2035;                    North         East     Units Scale Factor Converg.
 JX2035;SPC OH S     -   194,021.216   731,905.440   MT  0.99995487   +0 58 35.4
 JX2035;UTM  17      - 4,398,633.044   503,336.685   MT  0.99960014   +0 01 29.6
 JX2035
 JX2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2035!SPC OH S     -   0.99994036  x   0.99995487  =   0.99989523
 JX2035!UTM  17      -   0.99994036  x   0.99960014  =   0.99954052
 JX2035
 JX2035:                Primary Azimuth Mark                     Grid Az
 JX2035:SPC OH S     -  CLARINGTON RADIO KHQ 38 TOWER            045 55 12.8
 JX2035:UTM  17      -  CLARINGTON RADIO KHQ 38 TOWER            046 52 18.6
 JX2035
 JX2035|---------------------------------------------------------------------|
 JX2035| PID    Reference Object                     Distance      Geod. Az  |
 JX2035|                                                           dddmmss.s |
 JX2035| JX2061 CLARINGTON RADIO KHQ 38 TOWER       APPROX. 8.5 KM 0465348.2 |
 JX2035| CX3402 CHAPEL HILL RM 1                     81.857 METERS 10540     |
 JX2035| JX2032 GOODWIN                             APPROX. 7.6 KM 1490255.8 |
 JX2035| CX3403 CHAPEL HILL RM 2                     69.650 METERS 33223     |
 JX2035|---------------------------------------------------------------------|
 JX2035
 JX2035                          SUPERSEDED SURVEY CONTROL
 JX2035
 JX2035  NAD 83(1986)-  39 44 15.31118(N)    080 57 39.82016(W) AD(       ) 3
 JX2035  NAD 27      -  39 44 15.04760(N)    080 57 40.46350(W) AD(       ) 3
 JX2035
 JX2035.Superseded values are not recommended for survey control.
 JX2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2035.See file dsdata.txt to determine how the superseded data were derived.
 JX2035
 JX2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0333798633(NAD 83)
 JX2035_MARKER: DS = TRIANGULATION STATION DISK
 JX2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2035_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2035
 JX2035  HISTORY     - Date     Condition        Report By
 JX2035  HISTORY     - 1963     MONUMENTED       CGS
 JX2035
 JX2035                          STATION DESCRIPTION
 JX2035
 JX2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2035'NO MEASUREMENT BETWEEN RM 1 AND RM 2 BECAUSE OF DIFFERENCE IN
 JX2035'ELEVATION.
 JX2035'
 JX2035'THE STATION IS LOCATED ON CULTIVATED HILL, ABOUT 7 MILES NORTHWEST OF
 JX2035'HANNIBAL, 5 MILES SOUTHWEST
 JX2035'OF CLARINGTON AND 2 MILES SOUTH OF CAMERON ON THE PROPERTY OF MR.
 JX2035'HOMER WINKLER.  IT IS 269 FEET WEST
 JX2035'OF THE NORTHWEST CORNER OF CHAPEL HILL METHODIST
 JX2035'CHURCH, 57 FEET SOUTH OF A GRAVELED ROAD AND THE
 JX2035'MONUMENT IS 16 INCHES BELOW THE SURFACE
 JX2035'AND THE DISK IS STAMPED CHAPEL HILL 1963.
 JX2035'
 JX2035'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 7 AND STATE
 JX2035'HIGHWAY 536 IN HANNIBAL.
 JX2035'GO WEST ON HIGHWAY 536 FOR 3.1 MILES TO A SIDE ROAD RIGHT (COUNTY
 JX2035'ROAD 43).  CONTINUE WEST ON HIGHWAY
 JX2035'536 FOR 0.3 MILE TO MT ZION CHURCH ON THE RIGHT.  CONTINUE
 JX2035'AHEAD FOR 0.25 MILE TO A FORK (MONROE
 JX2035'COUNTY ROAD 43 TO THE LEFT).  KEEP RIGHT AND GO
 JX2035'WESTERLY FOR 6.75 MILES TO A SIDE ROAD RIGHT IN A SHARP
 JX2035'CURVE (JUNCTION HIGHWAY 536 AND
 JX2035'MONROE COUNTY ROAD 4).  TURN RIGHT AND GO NORTHEASTERLY FOR 0.3 MILE
 JX2035'ON GRAVELED ROAD TO A GRAVELED
 JX2035'SIDE ROAD RIGHT.  TURN SHARP RIGHT AND GO ABOUT 40 FEET AND TURN
 JX2035'SHARP LEFT AND GO 0.15 MILE AROUND
 JX2035'SIDE OF HILL TO CHAPEL HILL CHURCH PARKING LOT.
 JX2035'THE STATION IS ABOUT 150 FEET WEST.
 JX2035'
 JX2035'REFERENCE MARK 1 IS 1.5 FEET NORTH OF A FENCE, 5 FEET WEST OF THE
 JX2035'SOUTHWEST CORNER OF THE
 JX2035'CHURCH AND 41 FEET SOUTH OF THE NORTHWEST CORNER OF THE CHURCH.  THE
 JX2035'MONUMENT PROJECTS 1 INCH AND THE
 JX2035'DISK IS STAMPED CHAPEL HILL NO 1 1963.
 JX2035'
 JX2035'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A FENCE, 21 FEET NORTH OF THE
 JX2035'CENTERLINE OF A GRAVELED
 JX2035'ROAD AND 9 FEET EAST OF A FENCE CORNER.  THE MONUMENT IS FLUSH AND
 JX2035'THE DISK IS STAMPED CHAPEL HILL NO
 JX2035'2 1963.
 JX2035'
 JX2035'THE STATION GOODWIN CAN BE USED AS AZIMUTH.
 JX2035'
 JX2035'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2033 ***********************************************************************
 JX2033  DESIGNATION -  CHAPEL HILL METH CH BELFRY
 JX2033  PID         -  JX2033
 JX2033  STATE/COUNTY-  OH/MONROE
 JX2033  USGS QUAD   -  ROUND BOTTOM (1994)
 JX2033
 JX2033                         *CURRENT SURVEY CONTROL
 JX2033  ___________________________________________________________________
 JX2033* NAD 83(1995)-  39 44 14.94346(N)    080 57 36.20904(W)     ADJUSTED  
 JX2033* NAVD 88     -                                                        
 JX2033  ___________________________________________________________________
 JX2033  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 JX2033  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JX2033
 JX2033  HORZ ORDER  -  THIRD
 JX2033
 JX2033.The horizontal coordinates were established by classical geodetic methods
 JX2033.and adjusted by the National Geodetic Survey in April 1998..
 JX2033
 JX2033
 JX2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2033
 JX2033.The geoid height was determined by GEOID03.
 JX2033
 JX2033;                    North         East     Units Scale Factor Converg.
 JX2033;SPC OH S     -   194,011.561   731,991.409   MT  0.99995486   +0 58 37.6
 JX2033;UTM  17      - 4,398,621.967   503,422.452   MT  0.99960014   +0 01 31.9
 JX2033
 JX2033                          SUPERSEDED SURVEY CONTROL
 JX2033
 JX2033  NAD 83(1986)-  39 44 14.95075(N)    080 57 36.21749(W) AD(       ) 4
 JX2033  NAD 27      -  39 44 14.69000(N)    080 57 36.87000(W) AD(       ) 3
 JX2033
 JX2033.Superseded values are not recommended for survey control.
 JX2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2033.See file dsdata.txt to determine how the superseded data were derived.
 JX2033
 JX2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0342298622(NAD 83)
 JX2033_MARKER: 75 = BELFRY
 JX2033
 JX2033  HISTORY     - Date     Condition        Report By
 JX2033  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2033
 JX2033                          STATION DESCRIPTION
 JX2033
 JX2033'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1394 ***********************************************************************
 MC1394  DESIGNATION -  CHARLES 1950
 MC1394  PID         -  MC1394
 MC1394  STATE/COUNTY-  OH/HENRY
 MC1394  USGS QUAD   -  MC CLURE (1971)
 MC1394
 MC1394                         *CURRENT SURVEY CONTROL
 MC1394  ___________________________________________________________________
 MC1394* NAD 83(1995)-  41 19 37.40152(N)    083 58 48.38135(W)     ADJUSTED  
 MC1394* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1394  ___________________________________________________________________
 MC1394  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 MC1394  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC1394
 MC1394  HORZ ORDER  -  THIRD
 MC1394
 MC1394.The horizontal coordinates were established by classical geodetic methods
 MC1394.and adjusted by the National Geodetic Survey in April 1998..
 MC1394
 MC1394.The orthometric height was scaled from a topographic map.
 MC1394
 MC1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1394
 MC1394.The geoid height was determined by GEOID03.
 MC1394
 MC1394;                    North         East     Units Scale Factor Converg.
 MC1394;SPC OH N     -   185,432.217   476,100.829   MT  0.99994936   -0 58 20.5
 MC1394;UTM  17      - 4,579,349.592   250,596.942   MT  1.00036558   -1 58 08.2
 MC1394;UTM  16      - 4,579,464.845   752,733.297   MT  1.00038616   +1 59 42.9
 MC1394
 MC1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1394!SPC OH N     -   0.99997296  x   0.99994936  =   0.99992232
 MC1394!UTM  17      -   0.99997296  x   1.00036558  =   1.00033853
 MC1394!UTM  16      -   0.99997296  x   1.00038616  =   1.00035911
 MC1394
 MC1394|---------------------------------------------------------------------|
 MC1394| PID    Reference Object                     Distance      Geod. Az  |
 MC1394|                                                           dddmmss.s |
 MC1394| MC1451 LAURA                               394.173 METERS 17925     |
 MC1394| MC1396 WILLIAM                             APPROX. 0.8 KM 1804604.3 |
 MC1394| MC1495 LITZ ECC                            APPROX. 0.5 KM 3593937.7 |
 MC1394|---------------------------------------------------------------------|
 MC1394
 MC1394                          SUPERSEDED SURVEY CONTROL
 MC1394
 MC1394  NAD 83(1995)-  41 19 37.40978(N)    083 58 48.38557(W) AD(       ) 3
 MC1394  NAD 83(1986)-  41 19 37.41187(N)    083 58 48.39097(W) AD(       ) 3
 MC1394  NAD 27      -  41 19 37.22800(N)    083 58 48.58700(W) AD(       ) 3
 MC1394
 MC1394.Superseded values are not recommended for survey control.
 MC1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1394.See file dsdata.txt to determine how the superseded data were derived.
 MC1394
 MC1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5059779350(NAD 83)
 MC1394_STAMPING: CHARLES 1950
 MC1394_MARK LOGO: CGS   
 MC1394
 MC1394  HISTORY     - Date     Condition        Report By
 MC1394  HISTORY     - 1950     MONUMENTED       CGS
 MC1394  HISTORY     - 1963     GOOD             CGS
 MC1394  HISTORY     - 1965     GOOD             USE
 MC1394  HISTORY     - 1980     GOOD             LOCENG
 MC1394  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1394
 MC1394                          STATION DESCRIPTION
 MC1394
 MC1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JMN)
 MC1394'IN THE PHOTOGRAMMETRIC TEST AREA, 2 MILES WEST AND 3 MILES SOUTH OF
 MC1394'MCCLURE, IN THE NW CORNER
 MC1394'OF SECTION 8, RICHFIELD TOWNSHIP, ON PROPERTY OF CHARLES
 MC1394'AND LAURA AUSTERMILLER, IN THE SE
 MC1394'ANGLE OF A COUNTY ROAD INTERSECTION.
 MC1394'THE STATION IS IN THE CENTER OF A PHOTOGRAMMETRIC
 MC1394'TARGET OF CRUSHED
 MC1394'LIMESTONE, 6 FEET IN DIAMETER.
 MC1394
 MC1394                          STATION RECOVERY (1963)
 MC1394
 MC1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1394'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1394'EXCEPTION.  THE TARGET OF CRUSHED LIMESTONE AROUND THE MONUMENT IS
 MC1394'8 FEET IN DIAMETER AND THE DISK IS STAMPED CHARLES 1950.
 MC1394
 MC1394                          STATION RECOVERY (1965)
 MC1394
 MC1394'RECOVERY NOTE BY US ENGINEERS 1965 (GAL)
 MC1394'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MCCLURE, TRAVEL
 MC1394'S 3 MI. ON HWY 65 TO CO. ROAD L, AND W 2 MI. TO INTERSECTION OF
 MC1394'TWP. ROAD 6 AND CO. ROAD 6.
 MC1394'
 MC1394'THE STA. IS LOCATED IN A 2 M DIA. CRUSHED LIMESTONE TARGET, 6 M E
 MC1394'OF CENTERLINE OF CO. ROAD 6, 12 M S OF CENTERLINE OF CO. ROAD L,
 MC1394'20 M SE OF POWER POLE, AND 2.0 M S OF S END OF E HEADWALL OF
 MC1394'CULVERT.  THE STA. IS APPROX. 0.2 M LOWER THAN THE ROAD.
 MC1394'(ELEV--684.1 FEET).
 MC1394'
 MC1394'THE STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER
 MC1394'STAMPED CHARLES 1950.
 MC1394
 MC1394                          STATION RECOVERY (1980)
 MC1394
 MC1394'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1394'CHARLES 1950 RECOVERED GOOD.
 MC1394'
 MC1394'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI S. AND 2 MI W,
 MC1394'MCCLURE.
 MC1394
 MC1394                          STATION RECOVERY (1984)
 MC1394
 MC1394'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1394'CHARLES 1950 SEE LOWER.
 MC1394'
 MC1394'FOUND WITNESS POST BUT COULD NOT FIND MARK.  CONSTRUCTION IN AREA
 MC1394'OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1813 ***********************************************************************
 KZ1813  DESIGNATION -  CHARPLES
 KZ1813  PID         -  KZ1813
 KZ1813  STATE/COUNTY-  OH/COSHOCTON
 KZ1813  USGS QUAD   -  WARSAW (1987)
 KZ1813
 KZ1813                         *CURRENT SURVEY CONTROL
 KZ1813  ___________________________________________________________________
 KZ1813* NAD 83(1995)-  40 16 54.82347(N)    082 03 37.22675(W)     ADJUSTED  
 KZ1813* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 KZ1813  ___________________________________________________________________
 KZ1813  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 KZ1813  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KZ1813
 KZ1813  HORZ ORDER  -  FIRST
 KZ1813
 KZ1813.The horizontal coordinates were established by classical geodetic methods
 KZ1813.and adjusted by the National Geodetic Survey in April 1998..
 KZ1813
 KZ1813.The orthometric height was scaled from a topographic map.
 KZ1813
 KZ1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1813
 KZ1813.The geoid height was determined by GEOID03.
 KZ1813
 KZ1813;                    North         East     Units Scale Factor Converg.
 KZ1813;SPC OH N     -    68,414.127   637,390.411   MT  1.00003246   +0 17 19.8
 KZ1813;UTM  17      - 4,459,584.913   409,862.063   MT  0.99970001   -0 41 08.2
 KZ1813
 KZ1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1813!SPC OH N     -   0.99994927  x   1.00003246  =   0.99998173
 KZ1813!UTM  17      -   0.99994927  x   0.99970001  =   0.99964930
 KZ1813
 KZ1813:                Primary Azimuth Mark                     Grid Az
 KZ1813:SPC OH N     -  CHARPLES AZ MK                           001 40 01.6
 KZ1813:UTM  17      -  CHARPLES AZ MK                           002 38 29.6
 KZ1813
 KZ1813|---------------------------------------------------------------------|
 KZ1813| PID    Reference Object                     Distance      Geod. Az  |
 KZ1813|                                                           dddmmss.s |
 KZ1813| CE5877 CHARPLES AZ MK                                     0015721.4 |
 KZ1813| CE5878 CHARPLES RM 1                        37.960 METERS 01220     |
 KZ1813| KZ1814 CHARPLES RM 3                        24.962 METERS 25036     |
 KZ1813| CE5879 CHARPLES RM 2                        33.775 METERS 26755     |
 KZ1813|---------------------------------------------------------------------|
 KZ1813
 KZ1813                          SUPERSEDED SURVEY CONTROL
 KZ1813
 KZ1813  NAD 83(1986)-  40 16 54.82897(N)    082 03 37.23419(W) AD(       ) 1
 KZ1813  NAD 27      -  40 16 54.57500(N)    082 03 37.73315(W) AD(       ) 1
 KZ1813
 KZ1813.Superseded values are not recommended for survey control.
 KZ1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1813.See file dsdata.txt to determine how the superseded data were derived.
 KZ1813
 KZ1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0986259585(NAD 83)
 KZ1813_MARKER: DS = TRIANGULATION STATION DISK
 KZ1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1813
 KZ1813  HISTORY     - Date     Condition        Report By
 KZ1813  HISTORY     - 1933     MONUMENTED       CGS
 KZ1813  HISTORY     - 1957     GOOD             CGS
 KZ1813  HISTORY     - 1959     GOOD             CGS
 KZ1813
 KZ1813                          STATION DESCRIPTION
 KZ1813
 KZ1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ1813'ABOUT 10 MILES
 KZ1813'WEST OF COSHOCTON,
 KZ1813'4.5 MILES SOUTHWEST OF WARSAW, ON THE WEST
 KZ1813'SIDE OF A PUBLIC ROAD, IN A PASTURE
 KZ1813'OWNED BY FRANK CHARPLES, WHO
 KZ1813'LIVES ABOUT 0.9 MILE SOUTHWEST IN A WHITE HOUSE ON THE
 KZ1813'LEFT OF THE
 KZ1813'ROAD.  STATION IS ON THE HIGHEST HILL IN THE VICINITY, IN THE
 KZ1813'SOUTHEAST CORNER OF
 KZ1813'THE PASTURE AT A POINT WHERE THE ROAD PASSES
 KZ1813'THROUGH A CUT.  IT IS 22 FEET WEST OF
 KZ1813'THE WEST RIGHT-OF-WAY FENCE,
 KZ1813'26 FEET NORTHWEST OF THE SOUTHEAST FENCE CORNER AND
 KZ1813'PROJECTS 3 INCHES.
 KZ1813'
 KZ1813'TO REACH, FOLLOW U.S. HIGHWAY 36 TO WARSAW, TURN SOUTH ON
 KZ1813'GRAVEL ROAD ACROSS
 KZ1813'BRIDGE AND GO 0.3 MILE, TAKE RIGHT FORK JUST
 KZ1813'ACROSS THE RAILROAD, GO 2.0 MILES,
 KZ1813'TAKE RIGHT FORK, GO 2.0 MILES,
 KZ1813'TAKE RIGHT FORK AND GO 1.1 MILE TO THE END OF THIS
 KZ1813'ROAD AT A
 KZ1813'T-INTERSECTION, HERE TURN RIGHT ABOUT 100 YARDS TO A GATE ON THE
 KZ1813'LEFT (LEADING IN
 KZ1813'TO A COAL MINE), TURN IN AND FOLLOW ALONG THE
 KZ1813'ROAD FENCE NORTH TO AN OLD RAIL
 KZ1813'FENCE AND THE STATION, JUST
 KZ1813'ACROSS THE FENCE.
 KZ1813'
 KZ1813'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KZ1813'BRONZE DISKS SET IN CONCRETE.
 KZ1813'
 KZ1813'REFERENCE MARK NO. 1 IS NORTH OF THE STATION ON THE NORTH
 KZ1813'SLOPE OF THE HILL,
 KZ1813'1 FOOT WEST OF THE WEST RIGHT-OF-WAY FENCE
 KZ1813'AND PROJECTS 1 INCH.  REFERENCE MARK
 KZ1813'NO. 2 IS WEST OF THE STATION,
 KZ1813'IN THE RAIL FENCE LINE AND PROJECTS 2 INCHES.
 KZ1813'
 KZ1813'AZIMUTH MARK IS NORTH OF THE STATION, IN THE NORTHEAST CORNER
 KZ1813'OF THE SAME
 KZ1813'PASTURE IN WHICH THE STATION IS LOCATED, 10 FEET
 KZ1813'SOUTH OF THE CENTER LINE OF A
 KZ1813'ROAD, 40 FEET WEST OF THE CENTER
 KZ1813'LINE OF THE ROAD PAST THE STATION, 12 FEET WEST
 KZ1813'OF AN 8-INCH ASH
 KZ1813'TREE AND PROJECTS 3 INCHES.
 KZ1813
 KZ1813                          STATION RECOVERY (1957)
 KZ1813
 KZ1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KZ1813'THE STATION, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK
 KZ1813'WERE RECOVERED AS
 KZ1813'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KZ1813'
 KZ1813'THE STATION WAS NOT USED AT THIS TIME SO NO MEASUREMENTS
 KZ1813'OR DIRECTIONS WERE
 KZ1813'TAKEN TO THE MARKS.
 KZ1813'
 KZ1813'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KZ1813
 KZ1813                          STATION RECOVERY (1959)
 KZ1813
 KZ1813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1813'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 KZ1813'AZIMUTH MARK WERE RECOVERED
 KZ1813'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO.
 KZ1813'1 AND REFERENCE MARK NO. 2 WAS
 KZ1813'VERIFIED.  THE DIRECTION TO THE AZIMUTH MARK MISSED THE
 KZ1813'1933 OBSERVATIONS 8 SECONDS.  THE STATION MARK
 KZ1813'WAS FOUND TO BE VERY CLOSE TO A CUT
 KZ1813'BANK SO REFERENCE MARK NO. 3 WAS ESTABLISHED AND OCCUPIED AND A
 KZ1813'POSITION WAS OBTAINED FOR THE
 KZ1813'MARK.
 KZ1813'
 KZ1813'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KZ1813'
 KZ1813'THE STATION IS ABOUT 10 MILES WEST OF COSHOCTON, 4.5 MILES SOUTHWEST
 KZ1813'OF WARSAW, 2.0 MILES
 KZ1813'NORTHWEST OF TUNNEL HILL AND ON PROPERTY OWNED BY MR. DALE CHARPLES
 KZ1813'WHO LIVES IN COSHOCTON.
 KZ1813'
 KZ1813'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77 AND 271
 KZ1813'IN TUNNEL HILL, GO NORTH
 KZ1813'ON HIGHWAY 77 FOR 2.25 MILES TO A FORK IN THE ROAD.  BEAR LEFT AND
 KZ1813'FOLLOW A GRAVEL ROAD 1.1 MILES TO
 KZ1813'A T-INTERSECTION.  TURN RIGHT AND GO NORTH 0.1
 KZ1813'MILE TO THE TOP OF A HILL AND THE STATION ABOUT 60
 KZ1813'FEET WEST OF THE CENTERLINE OF
 KZ1813'THE GRAVEL ROAD.
 KZ1813'
 KZ1813'STATION MARKS ARE STANDARD DISKS STAMPED CHARPLES 1933.  THE SURFACE
 KZ1813'DISK IS SET IN A ROUND
 KZ1813'CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 24 FEET WEST OF A 10-INCH
 KZ1813'HEMLOCK TREE, 21 FEET WEST OF
 KZ1813'A NORTH-SOUTH FENCELINE AND 2 FEET EAST OF THE EAST
 KZ1813'EDGE OF A CUT BANK.  A STANDARD METAL WITNESS
 KZ1813'POST WAS SET 0.8 FEET EAST OF THE MARK.
 KZ1813'
 KZ1813'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHARPLES 1933 NO 1, IS
 KZ1813'SET IN A ROUND CONCRETE
 KZ1813'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS IN THE NORTH-SOUTH
 KZ1813'FENCELINE 27 FEET EAST OF THE
 KZ1813'EAST EDGE OF THE CUT BANK, 17 FEET WEST OF THE CENTERLINE
 KZ1813'OF THE GRAVEL ROAD AND ABOUT 12 FEET LOWER IN
 KZ1813'ELEVATION THAN THE STATION MARK.
 KZ1813'
 KZ1813'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHARPLES 1933 NO 2, IS
 KZ1813'SET IN A ROUND CONCRETE
 KZ1813'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 20 FEET EAST OF THE
 KZ1813'EAST EDGE OF A SMALL GROVE OF
 KZ1813'TREES AND 19 FEET SOUTHWEST OF A 2-INCH MAPLE TREE.
 KZ1813'
 KZ1813'CHARPLES 1933 R.M. NO. 3 IS A STANDARD REFERENCE MARK DISK STAMPED
 KZ1813'CHARPLES NO 3 1933.  THE
 KZ1813'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 KZ1813'INCHES.  IT IS 56 FEET WEST OF
 KZ1813'THE CENTERLINE OF A COAL ROAD, 37.5 FEET NORTHEAST OF A 2.5-
 KZ1813'INCH DECIDUOUS TREE AND 37.5 FEET
 KZ1813'SOUTHEAST OF A 2-INCH MAPLE TREE.  THE UNDERGROUND
 KZ1813'DISK, A STANDARD REFERENCE MARK DISK STAMPED
 KZ1813'CHARPLES NO 3 1933, IS SET IN AN IRREGULAR
 KZ1813'MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1813'(SEE DESCRIPTION FOR CHARPLES
 KZ1813'1933 R.M. NO. 3).
 KZ1813'
 KZ1813'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CHARPLES 1933
 KZ1813'AZIMUTH, IS SET IN A ROUND
 KZ1813'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 13.5 FEET SOUTH OF THE
 KZ1813'CENTERLINE OF A EAST-WEST GRAVEL
 KZ1813'ROAD, 44 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 KZ1813'GRAVEL ROAD AND 13 FEET WEST OF A 16-INCH ASH TREE.
 KZ1813'A STANDARD METAL WITNESS
 KZ1813'POST WAS SET 1.5 FEET EAST OF THE MARK.
 KZ1813'
 KZ1813'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVEL
 KZ1813'ROAD 0.2 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO ABOUT
 KZ1813'44 FEET TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1818 ***********************************************************************
 KZ1818  DESIGNATION -  CHARPLES 2
 KZ1818  PID         -  KZ1818
 KZ1818  STATE/COUNTY-  OH/COSHOCTON
 KZ1818  USGS QUAD   -  WARSAW (1987)
 KZ1818
 KZ1818                         *CURRENT SURVEY CONTROL
 KZ1818  ___________________________________________________________________
 KZ1818* NAD 83(1995)-  40 17 04.55777(N)    082 03 35.47097(W)     ADJUSTED  
 KZ1818* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 KZ1818  ___________________________________________________________________
 KZ1818  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 KZ1818  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KZ1818
 KZ1818  HORZ ORDER  -  THIRD
 KZ1818
 KZ1818.The horizontal coordinates were established by classical geodetic methods
 KZ1818.and adjusted by the National Geodetic Survey in April 1998..
 KZ1818.No horizontal observational check was made to the station.
 KZ1818
 KZ1818.The orthometric height was scaled from a topographic map.
 KZ1818
 KZ1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1818
 KZ1818.The geoid height was determined by GEOID03.
 KZ1818
 KZ1818;                    North         East     Units Scale Factor Converg.
 KZ1818;SPC OH N     -    68,714.592   637,430.373   MT  1.00003182   +0 17 21.0
 KZ1818;UTM  17      - 4,459,884.555   409,907.114   MT  0.99969991   -0 41 07.2
 KZ1818
 KZ1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1818!SPC OH N     -   0.99995100  x   1.00003182  =   0.99998282
 KZ1818!UTM  17      -   0.99995100  x   0.99969991  =   0.99965092
 KZ1818
 KZ1818|---------------------------------------------------------------------|
 KZ1818| PID    Reference Object                     Distance      Geod. Az  |
 KZ1818|                                                           dddmmss.s |
 KZ1818| CE5881 CHARPLES 2 RM 4                       8.230 METERS 01001     |
 KZ1818| CE5882 CHARPLES 2 RM 5                       9.700 METERS 18334     |
 KZ1818| KZ1814 CHARPLES RM 3                       315.318 METERS 19154     |
 KZ1818| CE5880 CHARPLES 2 AZ MK                                   2703643.0 |
 KZ1818| KZ1819 CHARPLES 2 TEMP POINT                 6.017 METERS 27853     |
 KZ1818|---------------------------------------------------------------------|
 KZ1818
 KZ1818                          SUPERSEDED SURVEY CONTROL
 KZ1818
 KZ1818  NAD 83(1986)-  40 17 04.56331(N)    082 03 35.47816(W) AD(       ) 3
 KZ1818  NAD 27      -  40 17 04.30954(N)    082 03 35.97746(W) AD(       ) 3
 KZ1818
 KZ1818.Superseded values are not recommended for survey control.
 KZ1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1818.See file dsdata.txt to determine how the superseded data were derived.
 KZ1818
 KZ1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0990759885(NAD 83)
 KZ1818_MARKER: DS = TRIANGULATION STATION DISK
 KZ1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1818
 KZ1818  HISTORY     - Date     Condition        Report By
 KZ1818  HISTORY     - 1977     MONUMENTED       NGS
 KZ1818
 KZ1818                          STATION DESCRIPTION
 KZ1818
 KZ1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KZ1818'THE STATION IS LOCATED ABOUT 10 MILES WEST OF COSHOCTON, ON ROAD
 KZ1818'RIGHT-OF-WAY, 24 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD,
 KZ1818'ON LINE WITH THE CENTERLINE OF TWP ROAD 61B TO THE WEST, 2 FEET
 KZ1818'WEST OF A FENCE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  THE
 KZ1818'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CHARPLES 2
 KZ1818'1977.
 KZ1818'
 KZ1818'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77 AND 271
 KZ1818'AT TUNNEL HILL, GO NORTH ON HIGHWAY 77 FOR 2.25 MILES TO A
 KZ1818'ROAD FORK.  TAKE THE LEFT FORK AND GO WEST ON GRAVELED ROAD FOR
 KZ1818'1.1 MILES TO A T-ROAD.  TURN RIGHT ON THE GRAVELED ROAD AND GO
 KZ1818'NORTH FOR 0.3 MILE TO A ROAD LEFT AND THE STATION ON THE RIGHT.
 KZ1818'TURN LEFT AND GO WEST ON TWP ROAD 61B FOR 0.35 MILE TO THE AZIMUTH
 KZ1818'MARK ON THE LEFT.
 KZ1818'
 KZ1818'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 KZ1818'MAGNETS, STAMPED CHARPLES 2 NO 4 1977, PROJECTING 2 INCHES, 25
 KZ1818'FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 27 FEET NORTH OF
 KZ1818'THE EXTENDED CENTERLINE OF TWP ROAD 61B AND 1 FOOT WEST OF THE FENCE.
 KZ1818'
 KZ1818'REFERENCE MARK 5 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 KZ1818'MAGNETS, STAMPED CHARPLES 2 NO 5 1977, PROJECTING 2 INCHES, 24 FEET
 KZ1818'EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 1 FOOT WEST OF THE
 KZ1818'FENCE AND 32 FEET SOUTH OF THE EXTENDED CENTERLINE OF TWP ROAD 61B.
 KZ1818'
 KZ1818'THE AZIMUTH MARK IS 44 FEET WEST OF THE CENTERLINE OF A TRACK ROAD,
 KZ1818'21 FEET SOUTH OF THE CENTERLINE OF TWP ROAD 61B, 40 FEET EAST OF A
 KZ1818'PIPELINE WARNING POST AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 KZ1818'MONUMENT IS FLUSH AND THE DISK IS STAMPED CHARPLES 2 1977.
 KZ1818'
 KZ1818'NEAREST TOWN--TUNNEL HILL.
 KZ1818'
 KZ1818'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1814 ***********************************************************************
 KZ1814  DESIGNATION -  CHARPLES RM 3
 KZ1814  PID         -  KZ1814
 KZ1814  STATE/COUNTY-  OH/COSHOCTON
 KZ1814  USGS QUAD   -  WARSAW (1987)
 KZ1814
 KZ1814                         *CURRENT SURVEY CONTROL
 KZ1814  ___________________________________________________________________
 KZ1814* NAD 83(1995)-  40 16 54.55463(N)    082 03 38.22344(W)     ADJUSTED  
 KZ1814* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 KZ1814  ___________________________________________________________________
 KZ1814  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 KZ1814  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KZ1814
 KZ1814  HORZ ORDER  -  FIRST
 KZ1814
 KZ1814.The horizontal coordinates were established by classical geodetic methods
 KZ1814.and adjusted by the National Geodetic Survey in April 1998..
 KZ1814
 KZ1814.The orthometric height was scaled from a topographic map.
 KZ1814
 KZ1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1814
 KZ1814.The geoid height was determined by GEOID03.
 KZ1814
 KZ1814;                    North         East     Units Scale Factor Converg.
 KZ1814;SPC OH N     -    68,405.716   637,366.908   MT  1.00003247   +0 17 19.1
 KZ1814;UTM  17      - 4,459,576.906   409,838.428   MT  0.99970007   -0 41 08.8
 KZ1814
 KZ1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1814!SPC OH N     -   0.99994927  x   1.00003247  =   0.99998174
 KZ1814!UTM  17      -   0.99994927  x   0.99970007  =   0.99964936
 KZ1814
 KZ1814:                Primary Azimuth Mark                     Grid Az
 KZ1814:SPC OH N     -  CHARPLES AZ MK                           006 07 54.9
 KZ1814:UTM  17      -  CHARPLES AZ MK                           007 06 22.8
 KZ1814
 KZ1814|---------------------------------------------------------------------|
 KZ1814| PID    Reference Object                     Distance      Geod. Az  |
 KZ1814|                                                           dddmmss.s |
 KZ1814| CE5877 CHARPLES AZ MK                                     0062514.0 |
 KZ1814| KZ1819 CHARPLES 2 TEMP POINT               315.059 METERS 01048     |
 KZ1814| KZ1818 CHARPLES 2                          315.318 METERS 01154     |
 KZ1814| KZ1813 CHARPLES                             24.962 METERS 07036     |
 KZ1814| KZ1822 NEW CASTLE WU MICROWAVE TOWER       APPROX. 8.7 KM 3093223.8 |
 KZ1814| KZ1821 NEW CASTLE ATT MICROWAVE TOWER      APPROX. 9.2 KM 3112003.0 |
 KZ1814|---------------------------------------------------------------------|
 KZ1814
 KZ1814                          SUPERSEDED SURVEY CONTROL
 KZ1814
 KZ1814  NAD 83(1986)-  40 16 54.56019(N)    082 03 38.23070(W) AD(       ) 1
 KZ1814  NAD 27      -  40 16 54.30621(N)    082 03 38.72982(W) AD(       ) 1
 KZ1814
 KZ1814.Superseded values are not recommended for survey control.
 KZ1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1814.See file dsdata.txt to determine how the superseded data were derived.
 KZ1814
 KZ1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0983859577(NAD 83)
 KZ1814_MARKER: DR = REFERENCE MARK DISK
 KZ1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1814_STAMPING: CHARPLES NO 3 1933
 KZ1814_MARK LOGO: CGS   
 KZ1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1814+STABILITY: SURFACE MOTION
 KZ1814
 KZ1814  HISTORY     - Date     Condition        Report By
 KZ1814  HISTORY     - 1959     MONUMENTED       CGS
 KZ1814  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KZ1814
 KZ1814                          STATION DESCRIPTION
 KZ1814
 KZ1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1814'THE STATION IS ABOUT 10 MILES WEST OF COSHECTEN, 4.5 MILES SOUTHWEST
 KZ1814'OF WARSAW, 2.0 MILES
 KZ1814'NORTHWEST OF TUNNEL HILL AND ON PROPERTY OWNED BY MR. DALE CHARPLES
 KZ1814'WHO LIVES IN COSHECTEN.
 KZ1814'
 KZ1814'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77 AND 271
 KZ1814'IN TUNNEL HILL, GO NORTH
 KZ1814'ON HIGHWAY 77 FOR 2.25 MILES TO A FORK IN THE ROAD.  BEAR LEFT AND
 KZ1814'FOLLOW THE GRAVEL ROAD 1.1 MILES
 KZ1814'TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH 0.1
 KZ1814'MILE TO THE TOP OF A HILL AND THE STATION ABOUT 60
 KZ1814'FEET WEST OF THE CENTERLINE OF THE
 KZ1814'GRAVEL ROAD.
 KZ1814'
 KZ1814'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED CHARPLES NO 3
 KZ1814'1933.  THE SURFACE DISK IS
 KZ1814'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 56 FEET
 KZ1814'WEST OF THE CENTERLINE OF A COAL
 KZ1814'ROAD, 37.5 FEET NORTHEAST OF A 2.5-INCH DECIDUOUS
 KZ1814'TREE AND 37.5 FEET SOUTHEAST OF A 2-INCH MAPLE
 KZ1814'TREE.  THE UNDERGROUND DISK IS SET IN
 KZ1814'AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE
 KZ1814'GROUND.
 KZ1814'
 KZ1814'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CHARPLES 1933
 KZ1814'AZIMUTH, IS SET IN A ROUND
 KZ1814'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 13.5 FEET SOUTH OF THE
 KZ1814'CENTERLINE OF A EAST-WEST GRAVEL
 KZ1814'ROAD, 44 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 KZ1814'GRAVEL ROAD AND 13 FEET WEST OF A 16-INCH ASH TREE.
 KZ1814'A STANDARD METAL WITNESS
 KZ1814'POST WAS SET 1.5 FEET EAST OF THE MARK.
 KZ1814
 KZ1814                          STATION RECOVERY (1977)
 KZ1814
 KZ1814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KZ1814'THE STATION MARK AND CHARPLES 1933 WERE FOUND IN GOOD CONDITION
 KZ1814'BUT IN THE WAY OF MINING OPERATIONS AND WERE DESTROYED AFTER A
 KZ1814'NEW STATION CHARPLES 2 1977 WAS ESTABLISHED.  THE AZIMUTH MARK WAS
 KZ1814'NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY ROAD WORK.  BOTH
 KZ1814'REFERENCE MARKS FOR CHARPLES 1933 WERE ALSO DESTOYED.  THE
 KZ1814'DISTANCE TO CHARPLES 1933 CHECKED.  CHARPLES 1933 COULD NOT BE
 KZ1814'OCCUPIED AT THIS TIME TO TO TREES AT THE STATION SITE.
 KZ1814'
 KZ1814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 KZ1814'NORTHWEST OF TUNNEL HILL.
 KZ1814'
 KZ1814'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1998 ***********************************************************************
 KZ1998  DESIGNATION -  CHATFIELD
 KZ1998  PID         -  KZ1998
 KZ1998  STATE/COUNTY-  OH/CRAWFORD
 KZ1998  USGS QUAD   -  CHATFIELD (1981)
 KZ1998
 KZ1998                         *CURRENT SURVEY CONTROL
 KZ1998  ___________________________________________________________________
 KZ1998* NAD 83(1995)-  40 56 57.69156(N)    082 56 36.62333(W)     ADJUSTED  
 KZ1998* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 KZ1998  ___________________________________________________________________
 KZ1998  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KZ1998  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 KZ1998
 KZ1998  HORZ ORDER  -  THIRD
 KZ1998
 KZ1998.The horizontal coordinates were established by classical geodetic methods
 KZ1998.and adjusted by the National Geodetic Survey in April 1998..
 KZ1998
 KZ1998.The orthometric height was scaled from a topographic map.
 KZ1998
 KZ1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1998
 KZ1998.The geoid height was determined by GEOID03.
 KZ1998
 KZ1998;                    North         East     Units Scale Factor Converg.
 KZ1998;SPC OH N     -   142,532.484   562,659.309   MT  0.99994126   -0 17 28.9
 KZ1998;UTM  17      - 4,534,954.117   336,418.605   MT  0.99992935   -1 16 26.5
 KZ1998
 KZ1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1998!SPC OH N     -   0.99995842  x   0.99994126  =   0.99989968
 KZ1998!UTM  17      -   0.99995842  x   0.99992935  =   0.99988777
 KZ1998
 KZ1998|---------------------------------------------------------------------|
 KZ1998| PID    Reference Object                     Distance      Geod. Az  |
 KZ1998|                                                           dddmmss.s |
 KZ1998| CE5884 CHATFIELD RM 1                       18.531 METERS 06013     |
 KZ1998| CE5883 CHATFIELD AZ MK                                    0713102.0 |
 KZ1998| CE5885 CHATFIELD RM 2                       22.190 METERS 16224     |
 KZ1998|---------------------------------------------------------------------|
 KZ1998
 KZ1998                          SUPERSEDED SURVEY CONTROL
 KZ1998
 KZ1998  NAD 83(1986)-  40 56 57.69725(N)    082 56 36.63677(W) AD(       ) 3
 KZ1998  NAD 27      -  40 56 57.49608(N)    082 56 36.96356(W) AD(       ) 3
 KZ1998
 KZ1998.Superseded values are not recommended for survey control.
 KZ1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1998.See file dsdata.txt to determine how the superseded data were derived.
 KZ1998
 KZ1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3641934954(NAD 83)
 KZ1998_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1998
 KZ1998  HISTORY     - Date     Condition        Report By
 KZ1998  HISTORY     - 1959     MONUMENTED       CGS
 KZ1998  HISTORY     - 1970     GOOD             OHHD
 KZ1998  HISTORY     - 1971     GOOD             OHHD
 KZ1998
 KZ1998                          STATION DESCRIPTION
 KZ1998
 KZ1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1998'THE STATION IS IN THE SOUTHERN EDGE OF THE VILLAGE OF CHATFIELD, ON
 KZ1998'THE CHATFIELD TWP. SCHOOL
 KZ1998'GROUNDS, IN CHATFIELD TOWNSHIP, IN THE NORTHEAST QUARTER OF SECTION
 KZ1998'19.
 KZ1998'
 KZ1998'TO REACH THE STATION FROM THE POST OFFICE IN CHATFIELD, GO SOUTH ON
 KZ1998'STATE HIGHWAY 4 FOR 0.25 MILE
 KZ1998'TO THE JUNCTION OF STATE HIGHWAY 103.  TURN LEFT AND GO EAST 0.05
 KZ1998'MILE TO A STREET ON THE RIGHT AT
 KZ1998'THE WEST SIDE OF THE SCHOOL BUILDING.  TURN RIGHT AND GO
 KZ1998'SOUTH 0.05 MILE TO THE ENTRANCE TO THE SCHOOL
 KZ1998'GROUNDS AND THE STATION.
 KZ1998'
 KZ1998'STATION MARKS ARE STANDARD DISKS STAMPED CHATFIELD 1959.  THE SURFACE
 KZ1998'DISK IS SET IN A SQUARE
 KZ1998'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 179 FEET
 KZ1998'SOUTHWEST OF THE SOUTHWEST CORNER OF
 KZ1998'THE SCHOOL, 62 FEET SOUTH OF A 12-INCH WILLOW TREE
 KZ1998'WHICH IS THE WEST ONE OF TWO, 48 FEET NORTH
 KZ1998'OF A 5-INCH OAK TREE, 36 FEET EAST OF THE
 KZ1998'SOUTHEAST CORNER OF A CONCRETE BUILDING AND 24 FEET EAST OF
 KZ1998'THE CENTERLINE OF THE STREET.  THE
 KZ1998'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 28 INCHES
 KZ1998'BELOW THE SURFACE OF THE
 KZ1998'GROUND.
 KZ1998'
 KZ1998'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHATFIELD NO 1 1959, IS
 KZ1998'SET IN A SQUARE CONCRETE
 KZ1998'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 125 FEET SOUTHWEST
 KZ1998'OF THE SOUTHWEST CORNER OF THE
 KZ1998'SCHOOL BUILDING, 74 FEET EAST OF THE NORTHEAST CORNER OF
 KZ1998'THE CONCRETE BUILDING AND 62 FEET EAST OF THE
 KZ1998'CENTERLINE OF THE STREET.
 KZ1998'
 KZ1998'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHATFIELD NO 2 1959, IS
 KZ1998'SET IN A SQUARE CONCRETE
 KZ1998'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 228 FEET SOUTHWEST
 KZ1998'OF THE SOUTHWEST CORNER OF THE
 KZ1998'SCHOOL BUILDING, 104 FEET SOUTHEAST OF THE SOUTHEAST
 KZ1998'CORNER OF THE CONCRETE BUILDING, 70 FEET EAST
 KZ1998'OF THE CENTERLINE OF THE STREET, AND 45
 KZ1998'FEET EAST OF THE 5-INCH OAK TREE.
 KZ1998'
 KZ1998'AZIMUTH MARK, A STANDARD DISK STAMPED CHATFIELD 1959, IS SET IN A
 KZ1998'SQUARE CONCRETE POST WHICH
 KZ1998'PROJECTS 3 INCHES.  IT IS 20 FEET SOUTH OF THE CENTERLINE OF STATE
 KZ1998'HIGHWAY 103, 18 FEET NORTHEAST OF A
 KZ1998'28-INCH DECIDUOUS TREE, 11 FEET WEST OF THE WEST RAIL OF THE SPUR
 KZ1998'RAILROAD TRACKS AND 6 FEET SOUTH OF A
 KZ1998'RAILROAD CROSSING SIGN POST.  A STANDARD METAL
 KZ1998'WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
 KZ1998'
 KZ1998'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE BLACKTOP
 KZ1998'STREET FOR 0.05 MILE TO
 KZ1998'STATE HIGHWAY 103, TURN RIGHT AND GO EASTERLY ON STATE HIGHWAY 103
 KZ1998'FOR 0.2 MILE TO THE MARK ON THE
 KZ1998'RIGHT.
 KZ1998'
 KZ1998'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KZ1998
 KZ1998                          STATION RECOVERY (1970)
 KZ1998
 KZ1998'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (WHC)
 KZ1998'CHATFIELD 1959 RECOVERED GOOD.
 KZ1998'
 KZ1998'REF. MARK NO. 1 RECOVERED GOOD.
 KZ1998'
 KZ1998'REF. MARK NO. 2 RECOVERED GOOD.
 KZ1998'
 KZ1998'AZ. MARK RECOVERED GOOD.
 KZ1998'
 KZ1998'IN THE DESCRIPTION OF THIS STATION STATE ROUTE 103 HAS BECOME
 KZ1998'CHATFIELD CENTER RD.  THE REST OF THE DESCRIPTION IS VERY GOOD.
 KZ1998
 KZ1998                          STATION RECOVERY (1971)
 KZ1998
 KZ1998'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1998'CHATFIELD 1959 RECOVERED GOOD - SET STEEL WITNESS POST.
 KZ1998'
 KZ1998'CHATFIELD NO. 1-1959 RECOVERED GOOD - NO WITNESS IN SCHOOL LAWN.
 KZ1998'
 KZ1998'CHATFIELD NO. 2-1959 RECOVERED GOOD - NO WITNESS IN SCHOOL LAWN.
 KZ1998'
 KZ1998'AZI. CHATFIELD 1959 RECOVERED GOOD - HAS WITNESS.
 KZ1998'
 KZ1998'STA. THE ROAD IS CHATFIELD - CENTER ROAD NOT SR 103.
 KZ1998'
 KZ1998'AZIMUTH CHATFIELD - CENTER ROAD.
 KZ1998'
 KZ1998'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CHATFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2623 ***********************************************************************
 AE2623  DESIGNATION -  CHATT
 AE2623  PID         -  AE2623
 AE2623  STATE/COUNTY-  OH/MERCER
 AE2623  USGS QUAD   -  WILLSHIRE (1960)
 AE2623
 AE2623                         *CURRENT SURVEY CONTROL
 AE2623  ___________________________________________________________________
 AE2623* NAD 83(1995)-  40 38 00.22307(N)    084 46 52.05211(W)     ADJUSTED  
 AE2623* NAVD 88     -       254.6    (meters)     835.     (feet)  GPS OBS   
 AE2623  ___________________________________________________________________
 AE2623  X           -     440,919.841 (meters)                     COMP
 AE2623  Y           -  -4,827,274.766 (meters)                     COMP
 AE2623  Z           -   4,131,756.574 (meters)                     COMP
 AE2623  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AE2623  ELLIP HEIGHT-         221.18  (meters)          (10/07/05) GPS OBS
 AE2623  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AE2623
 AE2623  HORZ ORDER  -  FIRST
 AE2623  ELLP ORDER  -  FOURTH    CLASS I
 AE2623
 AE2623.The horizontal coordinates were established by GPS observations
 AE2623.and adjusted by the National Geodetic Survey in September 1997..
 AE2623
 AE2623.The orthometric height was determined by GPS observations and a
 AE2623.high-resolution geoid model.
 AE2623
 AE2623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2623
 AE2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2623
 AE2623.The ellipsoidal height was determined by GPS observations
 AE2623.and is referenced to NAD 83.
 AE2623
 AE2623.The geoid height was determined by GEOID03.
 AE2623
 AE2623;                    North         East     Units Scale Factor Converg.
 AE2623;SPC OH N     -   109,875.049   407,045.856   MT  0.99996769   -1 29 54.9
 AE2623;UTM  16      - 4,500,428.591   687,648.085   MT  1.00003343   +1 26 43.4
 AE2623
 AE2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2623!SPC OH N     -   0.99996531  x   0.99996769  =   0.99993300
 AE2623!UTM  16      -   0.99996531  x   1.00003343  =   0.99999873
 AE2623
 AE2623                          SUPERSEDED SURVEY CONTROL
 AE2623
 AE2623  ELLIP H (09/04/97)  221.19   (m)                       GP(       ) 4 1
 AE2623
 AE2623.Superseded values are not recommended for survey control.
 AE2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2623.See file dsdata.txt to determine how the superseded data were derived.
 AE2623
 AE2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8764800429(NAD 83)
 AE2623_MARKER: I = METAL ROD
 AE2623_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2623_STAMPING: CHATT
 AE2623_MARK LOGO: OHDT  
 AE2623_PROJECTION: RECESSED 8 CENTIMETERS
 AE2623_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2623+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2623_ROD/PIPE-DEPTH:  4.9 meters
 AE2623_SLEEVE-DEPTH  :  1.1 meters
 AE2623
 AE2623  HISTORY     - Date     Condition        Report By
 AE2623  HISTORY     - 1995     MONUMENTED       OHDT
 AE2623
 AE2623                          STATION DESCRIPTION
 AE2623
 AE2623'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (KM)
 AE2623'IN THE NORTHWEST QURATER OF SECTION 5, TOWN 5 SOUTH, RANGE 1 EAST,
 AE2623'LIBERTY TOWNSHIP, MERCER COUNTY, OHIO.  TO REACH FROM THE MERCER
 AE2623'COUNTY COURT HOUSE IN CELINA, TRAVEL SOUTH ON US 127 FOR 0.2 MILES
 AE2623'(0.3 KM) TO ITS INTERSECTION WITH STATE ROUTE 29, PROCEED WEST 11.2
 AE2623'MILES (18.0 KM) NORTH ON STATE ROUTE 49 FOR 6.0 MILES (9.7 KM) TO ITS
 AE2623'INTERSECTION WITH TAMA ROAD.  MARK IS 19.5 FEET (5.9 M) NORTH OF THE
 AE2623'CENTERLINE OF TAMA ROAD, 0.2 MILES (0.3 KM) EAST OF STATE ROUTE 49,
 AE2623'SOUTH OF CEMETERY, 13.2 FEET (4.0 M) EAST OF POWER POLE, 30 FEET (9.1
 AE2623'M) WEST OF FENCE RUNNING NORTH AND SOUTH.  MARK IS A STEEL ROD IN AN
 AE2623'ALUMINUM MONUMENT BOX STAMPED CHATT ADJACIENT TO A POST PLACED BY THE
 AE2623'MERCER COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2993 ***********************************************************************
 KY2993  DESIGNATION -  CHERYL
 KY2993  PID         -  KY2993
 KY2993  STATE/COUNTY-  OH/SUMMIT
 KY2993  USGS QUAD   -  CANAL FULTON (1994)
 KY2993
 KY2993                         *CURRENT SURVEY CONTROL
 KY2993  ___________________________________________________________________
 KY2993* NAD 83(1995)-  40 58 01.29410(N)    081 33 40.71866(W)     ADJUSTED  
 KY2993* NAVD 88     -       330.9    (meters)    1086.     (feet)  VERTCON   
 KY2993  ___________________________________________________________________
 KY2993  X           -     707,812.002 (meters)                     COMP
 KY2993  Y           -  -4,770,998.629 (meters)                     COMP
 KY2993  Z           -   4,159,854.004 (meters)                     COMP
 KY2993  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 KY2993  ELLIP HEIGHT-         297.64  (meters)          (10/07/05) GPS OBS
 KY2993  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KY2993
 KY2993  HORZ ORDER  -  FIRST
 KY2993  ELLP ORDER  -  FOURTH    CLASS I
 KY2993
 KY2993.The horizontal coordinates were established by GPS observations
 KY2993.and adjusted by the National Geodetic Survey in April 1998..
 KY2993
 KY2993.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY2993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY2993
 KY2993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY2993
 KY2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2993
 KY2993.The ellipsoidal height was determined by GPS observations
 KY2993.and is referenced to NAD 83.
 KY2993
 KY2993.The geoid height was determined by GEOID03.
 KY2993
 KY2993;                    North         East     Units Scale Factor Converg.
 KY2993;SPC OH N     -   144,824.636   679,009.928   MT  0.99994068   +0 37 00.0
 KY2993;UTM  17      - 4,535,248.344   452,769.281   MT  0.99962745   -0 22 04.9
 KY2993
 KY2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2993!SPC OH N     -   0.99995331  x   0.99994068  =   0.99989400
 KY2993!UTM  17      -   0.99995331  x   0.99962745  =   0.99958078
 KY2993
 KY2993                          SUPERSEDED SURVEY CONTROL
 KY2993
 KY2993  ELLIP H (04/01/98)  297.67   (m)                       GP(       ) 4 1
 KY2993  NAD 83(1986)-  40 58 01.30157(N)    081 33 40.72316(W) AD(       ) 1
 KY2993  NGVD 29 (07/20/87)  331.1    (m)         1086.     (f) GPS OBS        
 KY2993
 KY2993.Superseded values are not recommended for survey control.
 KY2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2993.See file dsdata.txt to determine how the superseded data were derived.
 KY2993
 KY2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5276935248(NAD 83)
 KY2993_MARKER: DS = TRIANGULATION STATION DISK
 KY2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2993_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2993+STABILITY: SURFACE MOTION
 KY2993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY2993+SATELLITE: SATELLITE OBSERVATIONS - 1983
 KY2993
 KY2993  HISTORY     - Date     Condition        Report By
 KY2993  HISTORY     - 1983     MONUMENTED       NGS
 KY2993
 KY2993                          STATION DESCRIPTION
 KY2993
 KY2993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY2993'THE STATION IS LOCATED 8.5 KM (5.5 MI) NORTHEAST FROM CLINTON, 6.5 KM
 KY2993'(4 MI) SOUTHEAST FROM BARBERTON AND 1.5 KM (1 MI) WEST FROM THE
 KY2993'TURKEYFOOT LAKE.  OWNERSHIP--OHIO STATE PARKS.
 KY2993'
 KY2993'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
 KY2993'HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3 MI) TO A CROSSROADS.  TURN
 KY2993'LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST TURKEYFOOT ROAD) FOR 8.45
 KY2993'KM (5.25 MI) TO A CROSSROADS.  TURN LEFT AND GO SOUTH ON STATE
 KY2993'HIGHWAY 93 FOR 2.1 KM (1.3 MI) TO A SIDE ROAD LEFT AT SIGN PORTAGE
 KY2993'LAKE STATE PARK.  TURN LEFT AND GO EAST ON STATE PARK ROAD ONE FOR
 KY2993'0.3 KM (0.1 MI) TO A SIDR ROAD LEFT.  TURN LEFT AND GO NORTH ON STATE
 KY2993'PARK ROAD TWO FOR 0.15 KM (0.1 MI) TO THE STATION ON THE RIGHT.  THIS
 KY2993'POINT IS 0.4 KM (0.25 MI) SOUTH FROM THE PARK HEADQUARTERS.
 KY2993'
 KY2993'THE STATION MARK IS A STANDARD NGS TRIANGULATION STATION DISK
 KY2993'STAMPED---CHERYL 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND
 KY2993'CONCRETE POST WHICH PROJECTS 10 CM (4 INCHES) ABOVE THE GROUND.  IT
 KY2993'IS 9.1 METERS (30 FEET) EAST FROM THE CENTER OF THE STATE PARK ROAD
 KY2993'TWO, 1.2 METERS (4 FEET) SOUTH FROM A CARSONITE WITNESS POST AND 1.2
 KY2993'METERS (4 FEET) WEST FROM A BRUSH GROWN FIELD.
 KY2993'
 KY2993'THERE ARE NO OTHER MARKS AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0773 ***********************************************************************
 HY0773  DESIGNATION -  CHESAPEAKE
 HY0773  PID         -  HY0773
 HY0773  STATE/COUNTY-  OH/LAWRENCE
 HY0773  USGS QUAD   -  HUNTINGTON (1985)
 HY0773
 HY0773                         *CURRENT SURVEY CONTROL
 HY0773  ___________________________________________________________________
 HY0773* NAD 83(1986)-  38 25 30.     (N)    082 28 19.     (W)     SCALED    
 HY0773* NAVD 88     -       168.121  (meters)     551.58   (feet)  ADJUSTED  
 HY0773  ___________________________________________________________________
 HY0773  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HY0773  DYNAMIC HT  -         168.007 (meters)     551.20  (feet)  COMP
 HY0773  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 HY0773
 HY0773  VERT ORDER  -  SECOND    CLASS 0
 HY0773
 HY0773.The horizontal coordinates were scaled from a topographic map and have
 HY0773.an estimated accuracy of +/- 6 seconds.
 HY0773
 HY0773.The orthometric height was determined by differential leveling
 HY0773.and adjusted by the National Geodetic Survey in June 1991..
 HY0773
 HY0773.The geoid height was determined by GEOID03.
 HY0773
 HY0773.The dynamic height is computed by dividing the NAVD 88
 HY0773.geopotential number by the normal gravity value computed on the
 HY0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0773.degrees latitude (g = 980.6199 gals.).
 HY0773
 HY0773.The modeled gravity was interpolated from observed gravity values.
 HY0773
 HY0773;                    North         East    Units  Estimated Accuracy
 HY0773;SPC OH S     -    47,180.      602,450.      MT  (+/- 180 meters Scaled)
 HY0773
 HY0773                          SUPERSEDED SURVEY CONTROL
 HY0773
 HY0773  NGVD 29 (??/??/92)  168.305  (m)          552.18   (f) ADJ UNCH    2 0
 HY0773
 HY0773.Superseded values are not recommended for survey control.
 HY0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0773.See file dsdata.txt to determine how the superseded data were derived.
 HY0773
 HY0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC715539(NAD 83)
 HY0773_MARKER: DB = BENCH MARK DISK
 HY0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0773_SP_SET: BRIDGE
 HY0773_STAMPING: CHESAPEAKE 1935
 HY0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0773
 HY0773  HISTORY     - Date     Condition        Report By
 HY0773  HISTORY     - 1935     MONUMENTED       CGS
 HY0773  HISTORY     - 1958     GOOD             NGS
 HY0773
 HY0773                          STATION DESCRIPTION
 HY0773
 HY0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0773'0.6 MI W FROM CHESAPEAKE.
 HY0773'ABOUT 0.65 MILES WEST ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 7
 HY0773'FROM THE POST OFFICE AT CHESAPEAKE, 0.7 MILES EAST OF THE
 HY0773'CHESAPEAKE HIGH SCHOOL, IN SECTION 31, T 1N, R 16W, SET IN THE
 HY0773'TOP OF THE WEST END OF THE SOUTH GUARD RAIL OF A 15-FOOT BRIDGE
 HY0773'OVER A SMALL STREAM AND UNDER THE OLD HIGHWAY 52 (NOW ABANDONED),
 HY0773'61 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 HY0773'SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 2 FEET EAST OF THE
 HY0773'WEST END OF THE GUARD RAIL, ABOUT 4 FEET BELOW THE LEVEL OF THE
 HY0773'NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2196 ***********************************************************************
 HY2196  DESIGNATION -  CHESHIRE GAVIN STACK
 HY2196  PID         -  HY2196
 HY2196  STATE/COUNTY-  OH/GALLIA
 HY2196  USGS QUAD   -  CHESHIRE (1989)
 HY2196
 HY2196                         *CURRENT SURVEY CONTROL
 HY2196  ___________________________________________________________________
 HY2196* NAD 83(1995)-  38 56 07.95720(N)    082 06 59.07438(W)     ADJUSTED  
 HY2196* NAVD 88     -                                                        
 HY2196  ___________________________________________________________________
 HY2196  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HY2196  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HY2196
 HY2196  HORZ ORDER  -  THIRD
 HY2196
 HY2196.The horizontal coordinates were established by classical geodetic methods
 HY2196.and adjusted by the National Geodetic Survey in April 1998..
 HY2196
 HY2196
 HY2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2196
 HY2196.The geoid height was determined by GEOID03.
 HY2196
 HY2196;                    North         East     Units Scale Factor Converg.
 HY2196;SPC OH S     -   103,928.651   633,257.971   MT  0.99996640   +0 14 36.2
 HY2196;UTM  17      - 4,310,216.307   403,239.190   MT  0.99971529   -0 42 06.0
 HY2196
 HY2196                          SUPERSEDED SURVEY CONTROL
 HY2196
 HY2196  NAD 83(1995)-  38 56 07.96218(N)    082 06 59.08090(W) AD(       ) 4
 HY2196  NAD 83(1986)-  38 56 07.96584(N)    082 06 59.07722(W) AD(       ) 4
 HY2196  NAD 27      -  38 56 07.68072(N)    082 06 59.56285(W) AD(       ) 3
 HY2196
 HY2196.Superseded values are not recommended for survey control.
 HY2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2196.See file dsdata.txt to determine how the superseded data were derived.
 HY2196
 HY2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0323910216(NAD 83)
 HY2196_MARKER: 63 = STACK
 HY2196_SETTING: 0 = UNSPECIFIED SETTING
 HY2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY2196+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2002
 HY2196
 HY2196  HISTORY     - Date     Condition        Report By
 HY2196  HISTORY     - 1976     FIRST OBSERVED   NGS
 HY2196  HISTORY     - 1980     GOOD             NGS
 HY2196  HISTORY     - 20020929 GOOD             USPSQD
 HY2196
 HY2196                          STATION DESCRIPTION
 HY2196
 HY2196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2196'THE STATION, CHESHIRE GAVIN POWER PLANT STACK, IS THE CENTER OF
 HY2196'THE TOP OF AN 1103 FOOT TALL, CONCRETE, STACK THAT IS ABOUT 3/4
 HY2196'MILE SOUTH OF CHESHIRE, AT THE EAST SIDE OF THE GAVIN POWER
 HY2196'PLANT AND ON THE WEST SIDE OF STATE HIGHWAY 7.  IT IS OWNED BY
 HY2196'THE OHIO ELECTRIC COMPANY.
 HY2196'
 HY2196'TO REACH FROM THE POST OFFICE IN CHESHIRE, GO SOUTH ON STATE
 HY2196'HIGHWAY 7 FOR 0.7 MILE TO THE STACK ON THE RIGHT.
 HY2196
 HY2196                          STATION RECOVERY (1980)
 HY2196
 HY2196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 HY2196'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS INTERSECTED
 HY2196'FROM TRIANGULATION STATION FINLAY 2 USGS WHICH IS IN WEST VIRGINIA.
 HY2196
 HY2196                          STATION RECOVERY (2002)
 HY2196
 HY2196'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAS)
 HY2196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2134 ***********************************************************************
 MB2134  DESIGNATION -  CHESTER
 MB2134  PID         -  MB2134
 MB2134  STATE/COUNTY-  OH/GEAUGA
 MB2134  USGS QUAD   -  CHESTERLAND (1994)
 MB2134
 MB2134                         *CURRENT SURVEY CONTROL
 MB2134  ___________________________________________________________________
 MB2134* NAD 83(1995)-  41 32 02.98610(N)    081 21 15.91902(W)     ADJUSTED  
 MB2134* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 MB2134  ___________________________________________________________________
 MB2134  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 MB2134  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 MB2134
 MB2134  HORZ ORDER  -  FIRST
 MB2134
 MB2134.The horizontal coordinates were established by classical geodetic methods
 MB2134.and adjusted by the National Geodetic Survey in April 1998..
 MB2134
 MB2134.The orthometric height was scaled from a topographic map.
 MB2134
 MB2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2134
 MB2134.The geoid height was determined by GEOID03.
 MB2134
 MB2134;                    North         East     Units Scale Factor Converg.
 MB2134;SPC OH N     -   208,009.518   695,595.689   MT  0.99997223   +0 45 09.3
 MB2134;UTM  17      - 4,598,117.593   470,434.490   MT  0.99961076   -0 14 06.0
 MB2134
 MB2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2134!SPC OH N     -   0.99994372  x   0.99997223  =   0.99991595
 MB2134!UTM  17      -   0.99994372  x   0.99961076  =   0.99955450
 MB2134
 MB2134|---------------------------------------------------------------------|
 MB2134| PID    Reference Object                     Distance      Geod. Az  |
 MB2134|                                                           dddmmss.s |
 MB2134| CC9784 CHESTER 2 RM 4                        7.209 METERS 17846     |
 MB2134| MB2849 WARRENSVILLE                        APPROX.13.9 KM 2431324.1 |
 MB2134| CC9785 CHESTER 2 RM 5                       52.212 METERS 26210     |
 MB2134| MB2133 CHESTER 2                            18.981 METERS 29913     |
 MB2134|---------------------------------------------------------------------|
 MB2134
 MB2134                          SUPERSEDED SURVEY CONTROL
 MB2134
 MB2134  NAD 83(1986)-  41 32 02.99749(N)    081 21 15.91778(W) AD(       ) 1
 MB2134  NAD 27      -  41 32 02.79900(N)    081 21 16.50900(W) AD(       ) 1
 MB2134
 MB2134.Superseded values are not recommended for survey control.
 MB2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2134.See file dsdata.txt to determine how the superseded data were derived.
 MB2134
 MB2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7043498118(NAD 83)
 MB2134_MARKER: Z = SEE DESCRIPTION
 MB2134_SETTING: 0 = UNSPECIFIED SETTING
 MB2134
 MB2134  HISTORY     - Date     Condition        Report By
 MB2134  HISTORY     - 1877     MONUMENTED       USLS
 MB2134  HISTORY     - 1950     SEE DESCRIPTION  CGS
 MB2134  HISTORY     - 1979     GOOD             NGS
 MB2134
 MB2134                          STATION DESCRIPTION
 MB2134
 MB2134'DESCRIBED BY US LAKE SURVEY 1877
 MB2134'THIS STATION
 MB2134'IS SITUATED IN
 MB2134'CHESTER TOWNSHIP, ABOUT 3/4 MILE WEST OF CHESTER
 MB2134'CROSS ROADS, AND ABOUT 9 METERS
 MB2134'NORTH OF THE EAST-AND-WEST ROAD
 MB2134'FROM THAT PLACE.  THE HEIGHT OF STATION USED WAS
 MB2134'89 FEET.  THE
 MB2134'GEODETIC POINT IS MARKED IN THE USUAL MANNER.  THREE STONE
 MB2134'REFERENCE POSTS
 MB2134'ARE SET ALONG THE ROAD FENCE SOUTH OF THE STATION
 MB2134'AS FOLLOWS- ONE BEARING
 MB2134'SOUTH 63 DEG. 03 MIN. WEST, DISTANT 19.25 METERS,
 MB2134'ONE BEARING SOUTH 6 DEG. 23 MIN. WEST,
 MB2134'DISTANT 9.0 METERS, AND ONE BEARING
 MB2134'SOUTH 59 DEG. 30 MIN. EAST, DISTANT 17.75 METERS FROM THE
 MB2134'GEODETIC POINT.
 MB2134'THE HEIGHT OF GROUND AT THE STATION ABOVE MEAN LEVEL OF
 MB2134'LAKE ERIE IS 719.2 FEET.
 MB2134
 MB2134                          STATION RECOVERY (1950)
 MB2134
 MB2134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2134'THE STATION MARK AND THE REFERENCE POSTS WERE NOT RECOVERED.  IT IS
 MB2134'BELIEVED HOWEVER THAT THE
 MB2134'STATION MARK IS UNDERGROUND AND STILL EXISTS.  STATION CHESTER 2
 MB2134'(SEE DESCRIPTION) WAS ESTABLISHED
 MB2134'IN THE NEAR PROXIMITY AND IT IS BELIEVED THAT
 MB2134'THE ORIGINAL STATION CAN BE RECOVERED WHEN THE
 MB2134'POSITION OF THE NEW STATION IS
 MB2134'DETERMINED.
 MB2134
 MB2134                          STATION RECOVERY (1979)
 MB2134
 MB2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MB2134'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE STONES
 MB2134'WERE NOT FOUND AND THOUGHT DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 MB2134'
 MB2134'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF CHESTERLAND, IN
 MB2134'AN OPEN FIELD, ON THE PROPERTY OF JANE AND JEAN PARR, 8100 SHERMAN
 MB2134'ROAD, CHESTERLAND, OHIO, 44026, A 6 BY 6 SQUARE STONE 10 INCHES
 MB2134'UNDERGROUND WITH A DRILL HOLE IN THE CENTER AND TOP, 155 FEET
 MB2134'NORTHEAST OF A POWER POLE, 53 FEET NORTH OF CENTERLINE OF SHERMAN
 MB2134'ROAD, 25 FEET NORTHWEST OF A POWER POLE AND 1 FOOT SOUTH OF A METAL
 MB2134'WITNESS POST.
 MB2134'
 MB2134'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 MB2134'HIGHWAY 306 AT CHESTERLAND, GO NORTH ON HIGHWAY 306 FOR 0.7 MILE TO A
 MB2134'CROSS ROAD.  TURN LEFT AND GO WEST ON SHERMAN ROAD FOR 0.85 MILE TO
 MB2134'THE STATION ON THE RIGHT.
 MB2134'
 MB2134'REFERENCE MARK 4 IS 29 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5
 MB2134'FEET WEST OF A POWER POLE AND 1 FOOT EAST OF A METAL WITNESS
 MB2134'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 MB2134'STAMPED---CHESTER USLS 2 NO 4 1950---
 MB2134'
 MB2134'REFERENCE MARK 5 IS 29 FEET NORTH OF THE CENTERLINE OF THE ROAD, 16
 MB2134'FEET WEST OF A POWER POLE, 34 FEET EAST OF THE EXTENDED CENTERLINE OF
 MB2134'A DRIVEWAY SOUTH AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 MB2134'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED---CHESTER USLS 2
 MB2134'NO 5 1950---
 MB2134'
 MB2134'---CHESTER USLS 2 1950---IS A STANDARD STATION MARK SET IN TOP OF A
 MB2134'SQUARE CONCRETE POST 10 INCHES UNDERGROUND, 81 FEET NORTHWEST OF A
 MB2134'POWER POLE, 83 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH
 MB2134'OF A METAL WITNESS POST AND 114 FEET NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2133 ***********************************************************************
 MB2133  DESIGNATION -  CHESTER 2
 MB2133  PID         -  MB2133
 MB2133  STATE/COUNTY-  OH/GEAUGA
 MB2133  USGS QUAD   -  CHESTERLAND (1994)
 MB2133
 MB2133                         *CURRENT SURVEY CONTROL
 MB2133  ___________________________________________________________________
 MB2133* NAD 83(1995)-  41 32 03.28634(N)    081 21 16.63371(W)     ADJUSTED  
 MB2133* NAVD 88     -       393.1    (meters)    1290.     (feet)  GPS OBS   
 MB2133  ___________________________________________________________________
 MB2133  X           -     718,781.430 (meters)                     COMP
 MB2133  Y           -  -4,727,394.052 (meters)                     COMP
 MB2133  Z           -   4,207,258.299 (meters)                     COMP
 MB2133  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 MB2133  ELLIP HEIGHT-         359.13  (meters)          (10/07/05) GPS OBS
 MB2133  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 MB2133
 MB2133  HORZ ORDER  -  SECOND
 MB2133  ELLP ORDER  -  FOURTH    CLASS I
 MB2133
 MB2133.The horizontal coordinates were established by classical geodetic methods
 MB2133.and adjusted by the National Geodetic Survey in April 1998..
 MB2133
 MB2133.The orthometric height was determined by GPS observations and a
 MB2133.high-resolution geoid model.
 MB2133
 MB2133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB2133
 MB2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2133
 MB2133.The ellipsoidal height was determined by GPS observations
 MB2133.and is referenced to NAD 83.
 MB2133
 MB2133.The geoid height was determined by GEOID03.
 MB2133
 MB2133;                    North         East     Units Scale Factor Converg.
 MB2133;SPC OH N     -   208,018.562   695,579.002   MT  0.99997225   +0 45 08.8
 MB2133;UTM  17      - 4,598,126.920   470,417.967   MT  0.99961077   -0 14 06.5
 MB2133
 MB2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2133!SPC OH N     -   0.99994367  x   0.99997225  =   0.99991593
 MB2133!UTM  17      -   0.99994367  x   0.99961077  =   0.99955447
 MB2133
 MB2133:                Primary Azimuth Mark                     Grid Az
 MB2133:SPC OH N     -  CHESTER 2 AZ MK                          096 10 37.6
 MB2133:UTM  17      -  CHESTER 2 AZ MK                          097 09 52.9
 MB2133
 MB2133|---------------------------------------------------------------------|
 MB2133| PID    Reference Object                     Distance      Geod. Az  |
 MB2133|                                                           dddmmss.s |
 MB2133| CC9783 CHESTER 2 AZ MK                                    0965546.4 |
 MB2133| MB2125 CLARIDON RESET                      APPROX.19.9 KM 0972140.1 |
 MB2133| MB2134 CHESTER                              18.981 METERS 11913     |
 MB2133| CC9784 CHESTER 2 RM 4                       23.470 METERS 13439     |
 MB2133| CC9785 CHESTER 2 RM 5                       38.789 METERS 24506     |
 MB2133|---------------------------------------------------------------------|
 MB2133
 MB2133                          SUPERSEDED SURVEY CONTROL
 MB2133
 MB2133  ELLIP H (04/01/98)  359.18   (m)                       GP(       ) 4 1
 MB2133  NAD 83(1986)-  41 32 03.29688(N)    081 21 16.63301(W) AD(       ) 2
 MB2133  NAD 27      -  41 32 03.09800(N)    081 21 17.22000(W) AD(       ) 2
 MB2133  NGVD 29 (12/02/91)  393.3    (m)         1290.     (f) GPS OBS        
 MB2133
 MB2133.Superseded values are not recommended for survey control.
 MB2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2133.See file dsdata.txt to determine how the superseded data were derived.
 MB2133
 MB2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7041898127(NAD 83)
 MB2133_MARKER: DD = SURVEY DISK
 MB2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2133_SP_SET: CONCRETE POST
 MB2133_STAMPING: CHESTER 2 1950
 MB2133_MARK LOGO: CGS   
 MB2133_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2133+STABILITY: SURFACE MOTION
 MB2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2133+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1992
 MB2133
 MB2133  HISTORY     - Date     Condition        Report By
 MB2133  HISTORY     - 1950     MONUMENTED       CGS
 MB2133  HISTORY     - 1950     GOOD             CGS
 MB2133  HISTORY     - 1951     SEE DESCRIPTION  CGS
 MB2133  HISTORY     - 1973     SEE DESCRIPTION  USLS
 MB2133  HISTORY     - 1979     GOOD             NGS
 MB2133  HISTORY     - 1990     GOOD             WOOLPT
 MB2133  HISTORY     - 19900325 GOOD             AEROS
 MB2133  HISTORY     - 19921208 GOOD             HOLDEN
 MB2133
 MB2133                          STATION DESCRIPTION
 MB2133
 MB2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2133'THE STATION IS LOCATED IN AN OPEN FIELD JUST WEST OF THE FARM
 MB2133'RESIDENCE OF MR. PARR, 1.5 MILES
 MB2133'NORTHWEST OF CHESTERLAND AND 1.1 MILES WEST OF THE CHESTER CROSS
 MB2133'ROADS.  THE MARK IS 14 INCHES BELOW
 MB2133'THE FIELD LEVEL, 83 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 MB2133'ROAD AND 79 FEET NORTHWEST OF A WITNESS
 MB2133'POST (NEAR REFERENCE MARK NO. 4).  THE MARK IS
 MB2133'STAMPED CHESTER 2 1950.
 MB2133'
 MB2133'REFERENCE MARK NO. 4 IS 29 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 MB2133'ROAD, 3 FEET WEST OF A POWER
 MB2133'POLE, 1 FOOT NORTHWEST OF A WITNESS POST AND PROJECTS 4 INCHES ABOVE
 MB2133'THE SURFACE.  THE MARK IS STAMPED
 MB2133'CHESTER 2 NO 4 1950.
 MB2133'
 MB2133'REFERENCE MARK NO. 5 IS 29.5 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 MB2133'ROAD, 3 FEET EAST OF POWER POLE
 MB2133'NO. 35 OVER 3, NEAR THE SOUTH EDGE OF A CULTIVATED FIELD AND PROJECTS
 MB2133'3 INCHES ABOVE THE SURFACE.  THE MARK
 MB2133'IS STAMPED CHESTER 2 NO 5 1950.
 MB2133'
 MB2133'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 MB2133'PROJECTING 2 INCHES ABOVE
 MB2133'THE SURFACE, 25 FEET WEST OF THE CENTERLINE OF STATE ROUTE NO. 306, 7
 MB2133'FEET SOUTHEAST OF A LONE FIR TREE, 2
 MB2133'FEET NORTH OF A WITNESS POST, 2 FEET NORTHWEST OF A
 MB2133'POWER POLE NO. 44766 AND ABOUT 3 FEET HIGHER THAN
 MB2133'THE ROAD LEVEL.  THE MARK IS STAMPED
 MB2133'CHESTER 2 1950.
 MB2133'
 MB2133'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO 322 AND
 MB2133'STATE ROUTE NO. 306 IN CHESTERLAND, GO
 MB2133'NORTH ON STATE ROUTE NO 306 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 MB2133'LEFT, CONTINUE AHEAD FOR 0.1 MILE TO
 MB2133'A CROSS ROADS THENCE LEFT ON A GRAVELED ROAD FOR
 MB2133'1.1 MILE TO THE STATION SITE ON THE RIGHT AS DESCRIBED.
 MB2133
 MB2133                          STATION RECOVERY (1950)
 MB2133
 MB2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MB2133'RECOVERED IN GOOD CONDITION.
 MB2133
 MB2133                          STATION RECOVERY (1951)
 MB2133
 MB2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2133'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 MB2133'CONDITION.  THE DISTANCE TO THE
 MB2133'AZIMUTH MARK AND THE REFERENCE MARKS FAILED TO CHECK.  A COMPLETE NEW
 MB2133'DESCRIPTION FOLLOWS.
 MB2133'
 MB2133'STATION IS LOCATED IN AN OPEN FIELD JUST WEST OF THE FARM RESIDENCE
 MB2133'OF MR. PARR, 1.5 MILES
 MB2133'NORTHWEST OF CHESTERLAND.  IT IS 83 FEET NORTH OF THE CENTER OF A
 MB2133'GRAVEL ROAD, 79 FEET NORTHWEST OF A
 MB2133'WHITE WITNESS POST AND A POWERLINE POLE.  THE MARK IS UNDERGROUND
 MB2133'ABOUT 14 INCHES AND THE DISK IS STAMPED
 MB2133'CHESTER 2 USLS 1950.  (NOTE 1A 7A)
 MB2133'
 MB2133'REFERENCE MARK NO. 4 IS 77.00 FEET SOUTHEAST OF THE STATION.  IT IS
 MB2133'29 FEET NORTH OF THE CENTER OF
 MB2133'A GRAVEL ROAD, 3 FEET WEST OF A POWERLINE POLE AND 1 FOOT NORTHWEST
 MB2133'OF A WHITE WITNESS POST.  THE MARK
 MB2133'PROJECTS 4 INCHES AND THE DISK IS STAMPED CHESTER 2 USLS
 MB2133'NO 4 1950.  (NOTE 11A)
 MB2133'
 MB2133'REFERENCE MARK NO. 5 IS 127.45 FEET SOUTHWEST OF THE STATION.  IT IS
 MB2133'29 FEET NORTH OF THE CENTER OF
 MB2133'A GRAVEL ROAD AND 3 FEET EAST OF A POWERLINE POLE.  THE MARK PROJECTS
 MB2133'3 INCHES AND THE DISK IS STAMPED
 MB2133'CHESTER 2 USLS NO 5 1950.  (NOTE 11A)
 MB2133'
 MB2133'AZIMUTH MARK IS 0.85 MILE EAST OF THE STATION.  IT IS ABOUT 60 FEET
 MB2133'NORTH OF THE NORTHEAST CORNER
 MB2133'OF A FRAME HOUSE, 25 FEET WEST OF THE CENTER OF STATE HIGHWAY NO.
 MB2133'306, 7 FEET SOUTHEAST OF A LONE FIR
 MB2133'TREE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 MB2133'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MB2133'CHESTER 2 USLS 1950.  (NOTE 16A)
 MB2133'
 MB2133'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 322
 MB2133'AND STATE HIGHWAY NO. 306
 MB2133'IN CHESTERLAND, GO NORTH ON STATE HIGHWAY NO. 306 FOR 0.7 MILE TO THE
 MB2133'AZIMUTH MARK ON THE LEFT, CONTINUE
 MB2133'FOR 0.1 MILE TO A CROSSROAD, TURN LEFT AND GO 0.85
 MB2133'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MB2133'
 MB2133'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
 MB2133
 MB2133                          STATION RECOVERY (1973)
 MB2133
 MB2133'RECOVERY NOTE BY US LAKE SURVEY 1973 (AMC)
 MB2133'STATION CHESTER 2, (CHESTER 2 USLS) WAS RECOVERED.  REFERENCE MARKS 4
 MB2133'AND 5 WERE ALSO RECOVERED.
 MB2133'AZIMUTH MARK WAS LOOKED FOR AND NOT RECOVERED.  STATION IS 1.5 MILES
 MB2133'N.W. OF CHESTERLAND, 0.13 MILES WEST
 MB2133'OF CENTERLINE OF DRIVEWAY LEADING TO THE PARR FARMS RESIDENCE,
 MB2133'83 FEET NORTH OF THE CENTERLINE OF SHERMAN
 MB2133'ROAD, 79 FEET N.W. OF UTILITY POLE NO. 74738, THE
 MB2133'MARK IS 18 INCHES BELOW THE GROUND SURFACE.
 MB2133'
 MB2133'REFERENCE MARK NO. 4 IS 77.0 FEET S.E. OF THE STATION, 29 FEET NORTH
 MB2133'OF THE CENTERLINE OF SHERMAN ROAD,
 MB2133'5 FEET WEST OF UTILITY POLE NO. 74738, THE MARK PROJECTS 6 INCHES
 MB2133'ABOVE GROUND.
 MB2133'
 MB2133'REFERENCE MARK NO. 5 IS 127.5 FEET S.W. OF THE STATION, 29 FEET NORTH
 MB2133'OF THE CENTERLINE OF SHERMAN ROAD,
 MB2133'15 FEET EAST OF UTILITY POLE NO. 74739, THE MARK PROJECTS 5 INCHES
 MB2133'ABOVE THE GROUND SURFACE.
 MB2133'
 MB2133'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 322
 MB2133'AND STATE HIGHWAY NO. 306 IN
 MB2133'CHESTERLAND, GO NORTH 0.7 MILE TO AZIMUTH MARK (NOT RECOVERED, 1973),
 MB2133'THENCE 0.1 MILE TO THE INTERSECTION OF
 MB2133'STATE HIGHWAY NO. 306 (CHILICOTHE ROAD) AND SHERMAN ROAD, THENCE
 MB2133'0.72 MILE LEFT ON SHERMAN ROAD TO DRIVEWAY
 MB2133'LEADING TO THE RESIDENCE OF THE PARR FARM, THENCE
 MB2133'0.13 MILES TO STATION.
 MB2133'
 MB2133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES NW OF
 MB2133'CHESTERLAND
 MB2133
 MB2133                          STATION RECOVERY (1979)
 MB2133
 MB2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MB2133'THE STATION MARK AND REFERENCE MARKS 4 AND 5 WERE FOUND IN GOOD
 MB2133'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND COULD POSSIBLY HAVE
 MB2133'BEEN DESTROYED BY GRADING.  IT WOULD BE OBSTRUCTED TO THE STATION EVEN
 MB2133'IF IT WERE STILL IN PLACE.  THERE IS NO SUITABLE PLACE FOR AN AZIMUTH
 MB2133'MARK AT THIS TIME.  THE DIRECTION BETWEEN THE MARKS CHECKED AS DID THE
 MB2133'DISTANCE TO THEM.  THE 1951 DISTANCE TO REFERENCE MARK 5 WAS FOUND TO
 MB2133'BE IN ERROR AND THE 1950 DISTANCE CORRECT.  ---CHESTER USLS 1877---WAS
 MB2133'RECOVERED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 MB2133'
 MB2133'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF CHESTERLAND, IN
 MB2133'AN OPEN FIELD OWNED BY JANE AND JEAN PARR, 8100 SHERMAN ROAD,
 MB2133'CHESTERLAND, OHIO 44026, 81 FEET NORTHWEST OF A POWER POLE, 83 FEET
 MB2133'NORTH OF THE CENTERLINE OF SHERMAN ROAD, 1 FOOT SOUTH OF A METAL
 MB2133'WITNESS POST AND 114 FEET NORTHEAST OF A POWER POLE.  THE MONUMENT IS
 MB2133'10 INCHES UNDER GROUND AND THE DISK IS STANDARD---CHESTER 2
 MB2133'USLS 1950---.
 MB2133'
 MB2133'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 MB2133'HIGHWAY 306 AT CHESTERLAND, GO NORTH ON HIGHWAY 306 FOR 0.7 MILE TO
 MB2133'A CROSSROAD.  TURN LEFT AND GO WEST ON SHERMAN ROAD FOR 0.85 MILE TO
 MB2133'THE STATION ON THE RIGHT.
 MB2133'
 MB2133'REFERENCE MARK 4 IS 29 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5
 MB2133'FEET WEST OF A POWER POLE AND 1 FOOT EAST OF A METAL WITNESS
 MB2133'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 MB2133'STAMPED---CHESTER USLS R NO 4 1950---
 MB2133'
 MB2133'REFERENCE MARK 5 IS 29 FEET NORTH OF THE CENTERLINE OF THE ROAD, 16
 MB2133'FEET WEST OF A POWER POLE, 34 FEET EAST OF THE EXTENDED CENTERLINE OF
 MB2133'A DRIVEWAY SOUTH AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 MB2133'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED---CHESTER 2 USLS
 MB2133'NO 5 1950---
 MB2133'
 MB2133'---CHESTER USLS 1877 IS A 6 BY 6 INCH WHITE STONE WITH A DRILL HOLE
 MB2133'IN THE CENTER OF THE TOP, 10 INCHES UNDERGROUND, 155 FEET NORTHEAST
 MB2133'OF POWER POLE, 53 FEET NORTH OF THE CENTERLINE OF THE ROAD, 25 FEET
 MB2133'NORTHWEST OF POWER POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 MB2133
 MB2133                          STATION RECOVERY (1990)
 MB2133
 MB2133'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990 (DT)
 MB2133'RECOVERED AS DESCRIBED.
 MB2133
 MB2133                          STATION RECOVERY (1990)
 MB2133
 MB2133'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 MB2133'RECOVERED IN GOOD CONDITION, BUT MARK IS NOW
 MB2133'RECESSED 26 CM INSIDE A MANHOLE, IN THE ASPHALT PAVEMENT.  REFERENCE
 MB2133'MARK 2 WAS RECOVERED AND IN GOOD CONDITION.
 MB2133'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF CHESTERLAND, IN
 MB2133'AN OPEN FIELD OWNED BY JANE AND JEAN PARR, 8100 SHERMAN ROAD,
 MB2133'CHESTERLAND, OHIO 44026, 81 FEET NORTHWEST OF A POWER POLE, 83 FEET
 MB2133'NORTH OF THE CENTERLINE OF SHERMAN ROAD, 1 FOOT SOUTH OF A METAL
 MB2133'WITNESS POST AND 114 FEET NORTHEAST OF A POWER POLE.  THE MONUMENT IS
 MB2133'10 INCHES UNDER GROUND AND THE DISK IS STANDARD---CHESTER 2
 MB2133'USLS 1950---.
 MB2133'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 MB2133'HIGHWAY 306 AT CHESTERLAND, GO NORTH ON HIGHWAY 306 FOR 0.7 MILE TO
 MB2133'A CROSSROAD.  TURN LEFT AND GO WEST ON SHERMAN ROAD FOR 0.85 MILE TO
 MB2133'THE STATION ON THE RIGHT.
 MB2133
 MB2133                          STATION RECOVERY (1992)
 MB2133
 MB2133'RECOVERY NOTE BY HOLDEN GPS 1992
 MB2133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2218 ***********************************************************************
 JX2218  DESIGNATION -  CHESTERHILL RM 2
 JX2218  PID         -  JX2218
 JX2218  STATE/COUNTY-  OH/MORGAN
 JX2218  USGS QUAD   -  CHESTERHILL (1994)
 JX2218
 JX2218                         *CURRENT SURVEY CONTROL
 JX2218  ___________________________________________________________________
 JX2218* NAD 83(1995)-  39 29 29.28312(N)    081 52 24.33526(W)     ADJUSTED  
 JX2218* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 JX2218  ___________________________________________________________________
 JX2218  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 JX2218  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX2218
 JX2218  HORZ ORDER  -  SECOND
 JX2218
 JX2218.The horizontal coordinates were established by classical geodetic methods
 JX2218.and adjusted by the National Geodetic Survey in April 1998..
 JX2218
 JX2218.The orthometric height was scaled from a topographic map.
 JX2218
 JX2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2218
 JX2218.The geoid height was determined by GEOID03.
 JX2218
 JX2218;                    North         East     Units Scale Factor Converg.
 JX2218;SPC OH S     -   165,759.985   653,896.528   MT  0.99993765   +0 23 51.3
 JX2218;UTM  17      - 4,371,681.652   424,893.910   MT  0.99966945   -0 33 19.8
 JX2218
 JX2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2218!SPC OH S     -   0.99995754  x   0.99993765  =   0.99989520
 JX2218!UTM  17      -   0.99995754  x   0.99966945  =   0.99962701
 JX2218
 JX2218                          SUPERSEDED SURVEY CONTROL
 JX2218
 JX2218  NAD 83(1986)-  39 29 29.28479(N)    081 52 24.34196(W) AD(       ) 2
 JX2218  NAD 27      -  39 29 29.02460(N)    081 52 24.84410(W) AD(       ) 2
 JX2218
 JX2218.Superseded values are not recommended for survey control.
 JX2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2218.See file dsdata.txt to determine how the superseded data were derived.
 JX2218
 JX2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD2489471682(NAD 83)
 JX2218_MARKER: DR = REFERENCE MARK DISK
 JX2218_SETTING: 0 = UNSPECIFIED SETTING
 JX2218_STAMPING: CHESTERHILL NO 2 1944
 JX2218_MARK LOGO: CGS   
 JX2218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2218
 JX2218  HISTORY     - Date     Condition        Report By
 JX2218  HISTORY     - 1944     MONUMENTED       CGS
 JX2218
 JX2218                          STATION DESCRIPTION
 JX2218
 JX2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 JX2218'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX2218'STATE HIGHWAY 555
 JX2218'AT A GULF SERVICE STATION IN THE TOWN OF CHESTERHILL,
 JX2218'GO W ON STATE HIGHWAY 555 FOR 0.4
 JX2218'MILE TO A BARN AND A POLE
 JX2218'GATE ON THE RIGHT.  PASS THROUGH POLE GATE AND BEAR
 JX2218'RIGHT FOR ABOUT
 JX2218'75 FEET TO THE STATION.
 JX2218'
 JX2218'REFERENCE MARK 2 IS 1 FOOT S OF A FENCE AND 12 FEET S OF A
 JX2218'BARN.  IT IS
 JX2218'STAMPED CHESTERHILL NO 2 1944 AND PROJECTS ABOUT 6
 JX2218'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3348 ***********************************************************************
 KY3348  DESIGNATION -  CHESTNUT RESET
 KY3348  PID         -  KY3348
 KY3348  STATE/COUNTY-  OH/CARROLL
 KY3348  USGS QUAD   -  MALVERN (1994)
 KY3348
 KY3348                         *CURRENT SURVEY CONTROL
 KY3348  ___________________________________________________________________
 KY3348* NAD 83(1995)-  40 39 56.07734(N)    081 09 40.80131(W)     ADJUSTED  
 KY3348* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 KY3348  ___________________________________________________________________
 KY3348  X           -     744,468.481 (meters)                     COMP
 KY3348  Y           -  -4,787,600.857 (meters)                     COMP
 KY3348  Z           -   4,134,550.342 (meters)                     COMP
 KY3348  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 KY3348  ELLIP HEIGHT-         347.45  (meters)          (10/07/05) GPS OBS
 KY3348  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KY3348
 KY3348  HORZ ORDER  -  FIRST
 KY3348  ELLP ORDER  -  FOURTH    CLASS I
 KY3348
 KY3348.The horizontal coordinates were established by GPS observations
 KY3348.and adjusted by the National Geodetic Survey in April 1998..
 KY3348
 KY3348.The orthometric height was scaled from a topographic map.
 KY3348
 KY3348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3348
 KY3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3348
 KY3348.The ellipsoidal height was determined by GPS observations
 KY3348.and is referenced to NAD 83.
 KY3348
 KY3348.The geoid height was determined by GEOID03.
 KY3348
 KY3348;                    North         East     Units Scale Factor Converg.
 KY3348;SPC OH N     -   111,793.770   713,187.720   MT  0.99996362   +0 52 46.0
 KY3348;UTM  17      - 4,501,646.532   486,363.238   MT  0.99960229   -0 06 18.5
 KY3348
 KY3348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3348!SPC OH N     -   0.99994550  x   0.99996362  =   0.99990912
 KY3348!UTM  17      -   0.99994550  x   0.99960229  =   0.99954781
 KY3348
 KY3348|---------------------------------------------------------------------|
 KY3348| PID    Reference Object                     Distance      Geod. Az  |
 KY3348|                                                           dddmmss.s |
 KY3348| AI9987 CHESTNUT RM 1                        21.553 METERS 09559     |
 KY3348| AI9989 CHESTNUT RM 3                        21.537 METERS 09603     |
 KY3348| AI9986 CHESTNUT AZ MK                                     2750414.6 |
 KY3348| AI9988 CHESTNUT RM 2                        31.334 METERS 33632     |
 KY3348|---------------------------------------------------------------------|
 KY3348
 KY3348                          SUPERSEDED SURVEY CONTROL
 KY3348
 KY3348  ELLIP H (04/01/98)  347.50   (m)                       GP(       ) 4 1
 KY3348  NAD 83(1986)-  40 39 56.08392(N)    081 09 40.80802(W) AD(       ) 1
 KY3348  NAD 83(1986)-  40 39 56.07892(N)    081 09 40.80802(W) AD(       ) 1
 KY3348  NAD 27      -  40 39 55.87800(N)    081 09 41.44200(W) AD(       ) 1
 KY3348  NGVD 29 (07/19/86)  381.19   (m)         1250.6    (f) LEVELING    3  
 KY3348
 KY3348.Superseded values are not recommended for survey control.
 KY3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3348.See file dsdata.txt to determine how the superseded data were derived.
 KY3348
 KY3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8636301647(NAD 83)
 KY3348_MARKER: DH = HORIZONTAL CONTROL DISK
 KY3348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3348_SP_SET: CONCRETE POST
 KY3348_STAMPING: CHESTNUT 1950 1984
 KY3348_MARK LOGO: NGS   
 KY3348_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3348+STABILITY: SURFACE MOTION
 KY3348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3348+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1993
 KY3348
 KY3348  HISTORY     - Date     Condition        Report By
 KY3348  HISTORY     - 1984     MONUMENTED       NGS
 KY3348  HISTORY     - 1989     GOOD             LOCENG
 KY3348  HISTORY     - 19931217 GOOD             GEOMET
 KY3348
 KY3348                          STATION DESCRIPTION
 KY3348
 KY3348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KY3348'THE STATION MARK WAS FOUND UPROOTED BY A BULLDOZER, THE AZIMUTH MARK
 KY3348'WAS FOUND DESTROYED BY FARM MACHINERY, RM 2, RM 3 AND THE STATION
 KY3348'UNDERGROUND MARK WERE RECOVERED IN GOOD CONDITION.  A NEW STATION
 KY3348'SURFACE MARK AND AZ MK 2 WERE ESTABLISHED AT THIS TIME.  THE DISTANCE
 KY3348'TO RM 2 CHECKED THE 1976 DATA.  THE DIRECTION TO RM 2 DID NOT CHECK
 KY3348'THE 1976 DATA AND DIFFERED BY 1 MINUTE AND 20 SECONDS.  THE DISTANCE
 KY3348'TO RM 3 CHECKED THE 1976 DATA.  THE DIRECTION TO RM 3 DID NOT CHECK
 KY3348'AND DIFFERED BY 5 MINUTES AND 57 SECONDS.  A NEW DESCRIPTION FOLLOWS.
 KY3348'THE STATION IS LOCATED ABOUT 31 KM (19.25 MI) NORTHEAST OF NEW
 KY3348'PHILADELPHIA, 21 KM (13.05 MI) SOUTHEAST OF CANTON, 3 KM (1.85 MI)
 KY3348'SOUTH OF MALVERN AND ON LAND OWNED BY JOHN ROBERTSON WHO CAN BE
 KY3348'REACHED AT ROBERTSONS HOME CENTER IN MALVERN.  TO REACH THE STATION
 KY3348'FROM THE TRAFFIC LIGHT IN MALVERN, GO EAST ON STATE ROUTE 43 FOR 07 KM
 KY3348'(4.35 MI) TO CARROLLTON STREET, TURN RIGHT AND GO SOUTH FOR 3.2 KM
 KY3348'(2.00 MI) TO LANDER ROAD (GRAVEL SURFACE) ON THE LEFT.  TURN LEFT AND
 KY3348'GO EAST 0.3 TO THE AZIMUTH MARK ON THE LEFT WHERE A POWER LINE AND GAS
 KY3348'LINE RIGHT OF WAY CROSS THE ROAD.  CONTINUE EAST 0.3 KM (0.20 MI) TO A
 KY3348'SIDE ROAD LEFT.  TURN LEFT AND FOLLOW A DIRT ROAD NORTH FOR 0.3 KM
 KY3348'(0.20 MI) TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 KY3348'THE STATION IS A STANDARD NGS DISK STAMPED---CHESTNUT 1950 1984---,
 KY3348'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 11 INCHES (28 CM) IN
 KY3348'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 23.5 METERS (77.1
 KY3348'FT) EAST FROM THE SOUTHEAST CORNER OF A MOBILE HOME, 20.4 METERS (66.9
 KY3348'FT) WEST FROM THE NORTHWEST CORNER OF THE BARN, 12.95 METERS (42.49
 KY3348'FT) EAST FROM A UTILITY POLE WITH TRANSFORMER, 9.30 METERS (30.51 FT)
 KY3348'EAST FROM THE CENTERLINE OF THE ROAD.
 KY3348'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---CHESTNUT NO 2
 KY3348'1950---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 11 INCHES (28
 KY3348'CM) IN DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE
 KY3348'STATION IS LOCATED 7.9 METERS (25.9 FT) SOUTH FROM A UTILITY POLE, 3.8
 KY3348'METERS (12.5 FT) EAST FROM THE CENTERLINE OF THE ROAD, 0.75 METERS
 KY3348'(2.46 FT) EAST FROM A FENCE LINE, 0.30 METERS (0.98 FT) NORTH FROM A
 KY3348'METAL WITNESS POST, AND 0.5 METERS (1.6 FT) HIGHER THAN THE STATION.
 KY3348'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED---CHESTNUT 1950 NO
 KY3348'3 1976---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 11 INCHES
 KY3348'(28 CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  THE
 KY3348'STATION IS LOCATED 1.4 METERS (4.6 FT) EAST FROM THE NORTHWEST CORNER
 KY3348'OF THE BARN, 0.5 METERS (1.6 FT) NORTH FROM THE NORTH WALL OF THE
 KY3348'BARN, AND 1 METERS (3.3 FT) LOWER THAN THE STATION.
 KY3348'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---CHESTNUT 1950 NO 2
 KY3348'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25
 KY3348'CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  THE
 KY3348'STATION IS LOCATED 5.2 METERS (17.1 FT) FROM THE CENTERLINE OF THE
 KY3348'ROAD, 2.2 METERS (7.2 FT) WEST FROM A FENCE CORNER, 0.85 METERS (2.79
 KY3348'FT) SOUTHEAST FROM A POWERLINE POLE, 0.6 METERS (2.0 FT) SOUTH FROM A
 KY3348'CARSONITE WITNESS POST.
 KY3348
 KY3348                          STATION RECOVERY (1989)
 KY3348
 KY3348'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (RH)
 KY3348'RECOVERED IN GOOD CONDITION.
 KY3348
 KY3348                          STATION RECOVERY (1993)
 KY3348
 KY3348'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 KY3348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3253 ***********************************************************************
 JZ3253  DESIGNATION -  CHEVIOT AIRPORT BEACON
 JZ3253  PID         -  JZ3253
 JZ3253  STATE/COUNTY-  OH/HAMILTON
 JZ3253  USGS QUAD   -  ADDYSTON (1987)
 JZ3253
 JZ3253                         *CURRENT SURVEY CONTROL
 JZ3253  ___________________________________________________________________
 JZ3253* NAD 83(1995)-  39 09 21.21161(N)    084 38 39.50632(W)     ADJUSTED  
 JZ3253* NAVD 88     -                                                        
 JZ3253  ___________________________________________________________________
 JZ3253  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 JZ3253  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ3253
 JZ3253  HORZ ORDER  -  THIRD
 JZ3253
 JZ3253.The horizontal coordinates were established by classical geodetic methods
 JZ3253.and adjusted by the National Geodetic Survey in April 1998..
 JZ3253
 JZ3253
 JZ3253.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3253
 JZ3253.The geoid height was determined by GEOID03.
 JZ3253
 JZ3253;                    North         East     Units Scale Factor Converg.
 JZ3253;SPC OH S     -   130,519.637   414,682.500   MT  0.99994382   -1 21 38.2
 JZ3253;UTM  16      - 4,336,719.307   703,546.936   MT  1.00011017   +1 29 16.7
 JZ3253
 JZ3253                          SUPERSEDED SURVEY CONTROL
 JZ3253
 JZ3253  NAD 83(1995)-  39 09 21.21765(N)    084 38 39.51354(W) AD(       ) 4
 JZ3253  NAD 83(1986)-  39 09 21.21530(N)    084 38 39.51645(W) AD(       ) 4
 JZ3253  NAD 27      -  39 09 21.00300(N)    084 38 39.71100(W) AD(       ) 3
 JZ3253
 JZ3253.Superseded values are not recommended for survey control.
 JZ3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3253.See file dsdata.txt to determine how the superseded data were derived.
 JZ3253
 JZ3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0354736719(NAD 83)
 JZ3253_MARKER: 21 = AIRPORT BEACON
 JZ3253
 JZ3253  HISTORY     - Date     Condition        Report By
 JZ3253  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3253
 JZ3253                          STATION DESCRIPTION
 JZ3253
 JZ3253'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 JZ3253'THIS IS AN INTERSECTION STATION.
 JZ3253'
 JZ3253'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF THE TOWN OF CHEVIOT
 JZ3253'WHICH IS JUST WEST OF CINCINNATI. IT IS LOCATED ON THE MUNICIPAL
 JZ3253'AIRPORT.
 JZ3253'
 JZ3253'THE LAMP IS A ONE LENS, ROTATING BEACON, FLASHING WHITE. THERE ARE
 JZ3253'SMALL RED LAMPS ON THE RAIL OF THE TOWER WHICH FLASH RED
 JZ3253'SIGNALS.
 JZ3253'
 JZ3253'THE POINT INTERSECTED WAS THE LAMP OF THE ROTATING BEACON.
 JZ3253'
 JZ3253'OFFICE NOTE- PROBABLY THE SAME STATION AS BEACON NO. OR, 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2994 ***********************************************************************
 KY2994  DESIGNATION -  CHIC
 KY2994  PID         -  KY2994
 KY2994  STATE/COUNTY-  OH/SUMMIT
 KY2994  USGS QUAD   -  NORTH CANTON (1994)
 KY2994
 KY2994                         *CURRENT SURVEY CONTROL
 KY2994  ___________________________________________________________________
 KY2994* NAD 83(1995)-  40 54 35.57525(N)    081 28 04.45139(W)     ADJUSTED  
 KY2994* NAVD 88     -       338.4    (meters)    1110.     (feet)  VERTCON   
 KY2994  ___________________________________________________________________
 KY2994  X           -     716,206.867 (meters)                     COMP
 KY2994  Y           -  -4,773,956.346 (meters)                     COMP
 KY2994  Z           -   4,155,064.821 (meters)                     COMP
 KY2994  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 KY2994  ELLIP HEIGHT-         305.13  (meters)          (10/07/05) GPS OBS
 KY2994  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KY2994
 KY2994  HORZ ORDER  -  FIRST
 KY2994  ELLP ORDER  -  FOURTH    CLASS I
 KY2994
 KY2994.The horizontal coordinates were established by GPS observations
 KY2994.and adjusted by the National Geodetic Survey in April 1998..
 KY2994
 KY2994.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY2994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY2994
 KY2994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY2994
 KY2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2994
 KY2994.The ellipsoidal height was determined by GPS observations
 KY2994.and is referenced to NAD 83.
 KY2994
 KY2994.The geoid height was determined by GEOID03.
 KY2994
 KY2994;                    North         East     Units Scale Factor Converg.
 KY2994;SPC OH N     -   138,568.270   686,946.830   MT  0.99994292   +0 40 40.9
 KY2994;UTM  17      - 4,528,858.559   460,595.015   MT  0.99961911   -0 18 23.1
 KY2994
 KY2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2994!SPC OH N     -   0.99995214  x   0.99994292  =   0.99989506
 KY2994!UTM  17      -   0.99995214  x   0.99961911  =   0.99957127
 KY2994
 KY2994                          SUPERSEDED SURVEY CONTROL
 KY2994
 KY2994  ELLIP H (04/01/98)  305.16   (m)                       GP(       ) 4 1
 KY2994  NAD 83(1986)-  40 54 35.58271(N)    081 28 04.45584(W) AD(       ) 1
 KY2994  NGVD 29 (07/20/87)  338.6    (m)         1111.     (f) GPS OBS        
 KY2994
 KY2994.Superseded values are not recommended for survey control.
 KY2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2994.See file dsdata.txt to determine how the superseded data were derived.
 KY2994
 KY2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6059528859(NAD 83)
 KY2994_MARKER: DS = TRIANGULATION STATION DISK
 KY2994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2994_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2994+STABILITY: SURFACE MOTION
 KY2994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY2994+SATELLITE: SATELLITE OBSERVATIONS - 1983
 KY2994
 KY2994  HISTORY     - Date     Condition        Report By
 KY2994  HISTORY     - 1983     MONUMENTED       NGS
 KY2994
 KY2994                          STATION DESCRIPTION
 KY2994
 KY2994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY2994'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) NORTHWEST FROM CANTON, 2.5
 KY2994'KM (1.5 MI) SOUTH FROM GREENSBURG AND IN A CULTIVATED FIELD.
 KY2994'OWNERSHIP--DALE HUMBERT, 6521 MT PLEASANT ROAD NORTHWEST, AKRON OHIO
 KY2994'44720.  TELEPHONE NUMBER (216) 499-5378.
 KY2994'
 KY2994'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO SOUTH ON STATE
 KY2994'HIGHWAY 241 (MASSILLON ROAD) FOR 2.8 KM (1.75 MI) TO A CROSSROADS.
 KY2994'TURN RIGHT AND GO WEST ON MT PLEASANT STREET FOR 0.3 KM (0.2 MI) TO A
 KY2994'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.1
 KY2994'KM (0.05 MI) TO A BOARD GATE ON THE RIGHT.  TURN RIGHT AND GO
 KY2994'NORTHEAST ACROSS A GRASS COVERED FIELD FRO 0.2 KM (0.1 MI) TO A LOW
 KY2994'RIDGE AND THE STATION.
 KY2994'
 KY2994'THE STATION MARK IS A STANDARD NGS STATION DISK STAMPED---CHIC
 KY2994'1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
 KY2994'PROJECTS 5 CM (2 INCH) ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT
 KY2994'45 METERS (150 FEET) SOUTH FROM A FENCE LINE, 45 METERS (150 FEET)
 KY2994'EAST FROM THE BOARD FENCE, 1.1 METERS (3.5 FEET) SOUTH FROM A WITNESS
 KY2994'POST AND IN THE APPROXIMATE CENTER OF THE SMALL LOW RIDGE.
 KY2994'
 KY2994'THERE ARE NO OTHER MARKS AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1511 ***********************************************************************
 MC1511  DESIGNATION -  CHICAGO NEW YORK AIRWAY BCN 21
 MC1511  PID         -  MC1511
 MC1511  STATE/COUNTY-  OH/LUCAS
 MC1511  USGS QUAD   -  MAUMEE (1994)
 MC1511
 MC1511                         *CURRENT SURVEY CONTROL
 MC1511  ___________________________________________________________________
 MC1511* NAD 83(1995)-  41 33 33.71554(N)    083 40 20.63678(W)     ADJUSTED  
 MC1511* NAVD 88     -                                                        
 MC1511  ___________________________________________________________________
 MC1511  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 MC1511  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1511
 MC1511  HORZ ORDER  -  THIRD
 MC1511
 MC1511.The horizontal coordinates were established by classical geodetic methods
 MC1511.and adjusted by the National Geodetic Survey in April 1998..
 MC1511
 MC1511
 MC1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1511
 MC1511.The geoid height was determined by GEOID03.
 MC1511
 MC1511;                    North         East     Units Scale Factor Converg.
 MC1511;SPC OH N     -   210,838.052   502,203.918   MT  0.99997591   -0 46 12.7
 MC1511;UTM  17      - 4,604,304.055   277,148.153   MT  1.00021120   -1 46 24.9
 MC1511
 MC1511                          SUPERSEDED SURVEY CONTROL
 MC1511
 MC1511  NAD 83(1995)-  41 33 33.71530(N)    083 40 20.63650(W) AD(       ) 4
 MC1511  NAD 83(1986)-  41 33 33.73010(N)    083 40 20.64900(W) AD(       ) 4
 MC1511  NAD 27      -  41 33 33.53800(N)    083 40 20.87800(W) AD(       ) 3
 MC1511
 MC1511.Superseded values are not recommended for survey control.
 MC1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1511.See file dsdata.txt to determine how the superseded data were derived.
 MC1511
 MC1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7714804304(NAD 83)
 MC1511
 MC1511  HISTORY     - Date     Condition        Report By
 MC1511  HISTORY     - 1943     MONUMENTED       CGS
 MC1511  HISTORY     - 1955     SEE DESCRIPTION  CGS
 MC1511
 MC1511                          STATION DESCRIPTION
 MC1511
 MC1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1511'STATION IS LOCATED ABOUT 1 MILE NW OF THE CITY OF MAUMEE ON THE N
 MC1511'SIDE OF A BLACK-TOP
 MC1511'ROAD.  IT IS A STNADARD CIVIL AERONAUTIC AIRWAY BEACON,
 MC1511'PAINTED RED AND WHITE AND
 MC1511'ABOUT 50 FEET HIGH.  IT FLASHES IDENTIFICATION
 MC1511'LETTER --.  (W).  THE POINT OBSERVED ON WAS
 MC1511'THE CENTER OF THE
 MC1511'LIGHT OF THE BEACON.
 MC1511'
 MC1511'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 20
 MC1511'AND STATE HIGHWAY
 MC1511'577 IN THE N EDGE OF MAUMEE GO W ON A BLACK-TOP
 MC1511'ROAD 1.0 MILE TO AIRWAY BEACON ON
 MC1511'THE RIGHT.
 MC1511'
 MC1511'THIS IS AN INTERSECTION STATION.
 MC1511
 MC1511                          STATION RECOVERY (1955)
 MC1511
 MC1511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RER)
 MC1511'BEACON HAS BEEN DISMANTLED AND REMOVED FROM SITE.
 MC1511'CONCRETE BASE OF
 MC1511'BEACON WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1742 ***********************************************************************
 MD1742  DESIGNATION -  CHICAGO NEW YORK AWY BCN 19
 MD1742  PID         -  MD1742
 MD1742  STATE/COUNTY-  OH/FULTON
 MD1742  USGS QUAD   -  DELTA (1977)
 MD1742
 MD1742                         *CURRENT SURVEY CONTROL
 MD1742  ___________________________________________________________________
 MD1742* NAD 83(1995)-  41 33 51.81420(N)    084 05 42.98015(W)     ADJUSTED  
 MD1742* NAVD 88     -                                                        
 MD1742  ___________________________________________________________________
 MD1742  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 MD1742  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 MD1742
 MD1742  HORZ ORDER  -  THIRD
 MD1742
 MD1742.The horizontal coordinates were established by classical geodetic methods
 MD1742.and adjusted by the National Geodetic Survey in April 1998..
 MD1742
 MD1742
 MD1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1742
 MD1742.The geoid height was determined by GEOID03.
 MD1742
 MD1742;                    North         East     Units Scale Factor Converg.
 MD1742;SPC OH N     -   211,955.999   466,943.430   MT  0.99997667   -1 02 52.9
 MD1742;SPC MI S     -     7,189.538 4,022,641.734   MT  1.00016970   +0 11 04.9
 MD1742;SPC MI S     -    23,587.72 13,197,643.48   iFT  1.00016970   +0 11 04.9
 MD1742;UTM  16      - 4,605,488.378   742,208.915   MT  1.00032200   +1 55 41.2
 MD1742
 MD1742                          SUPERSEDED SURVEY CONTROL
 MD1742
 MD1742  NAD 83(1995)-  41 33 51.81456(N)    084 05 42.97961(W) AD(       ) 4
 MD1742  NAD 83(1986)-  41 33 51.82172(N)    084 05 42.99173(W) AD(       ) 4
 MD1742  NAD 27      -  41 33 51.63400(N)    084 05 43.17300(W) AD(       ) 3
 MD1742
 MD1742.Superseded values are not recommended for survey control.
 MD1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1742.See file dsdata.txt to determine how the superseded data were derived.
 MD1742
 MD1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4220905488(NAD 83)
 MD1742
 MD1742  HISTORY     - Date     Condition        Report By
 MD1742  HISTORY     - 1943     MONUMENTED       CGS
 MD1742
 MD1742                          STATION DESCRIPTION
 MD1742
 MD1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD1742'STATION IS LOCATED ABOUT 5 MILES W OF THE VILLAGE OF DELTA AND ON
 MD1742'LAND OWNED BY
 MD1742'WILLIAM BIDDLES.  IT IS A STANDARD AIRWAY BEACON
 MD1742'PAINTED RED AND WHITE AND AOUT
 MD1742'60 FEET HIGH.  THE BEACON IS OWNED
 MD1742'AND OPERATED BY THE U.S. CIVIL AERONAUTICS
 MD1742'AUTHORITY.  THE POINT
 MD1742'OBSERVED ON WAS THE LIGHT OF THE BEACON.
 MD1742'
 MD1742'TO REACH FROM THE TRAIFFIC LIGHT AT THE POST OFFICE IN THE
 MD1742'VILLAGE OF DELTA,
 MD1742'GO W ON STATE HIGHWAY 2 FOR 4.7 MILES TO CROSS
 MD1742'ROAD, TURN LEFT AND GO 0.6 MILE TO
 MD1742'THE AIRWAY BEACON.
 MD1742'
 MD1742'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1839 ***********************************************************************
 KY1839  DESIGNATION -  CHIP
 KY1839  PID         -  KY1839
 KY1839  STATE/COUNTY-  OH/WAYNE
 KY1839  USGS QUAD   -  RITTMAN (1994)
 KY1839
 KY1839                         *CURRENT SURVEY CONTROL
 KY1839  ___________________________________________________________________
 KY1839* NAD 83(1995)-  40 53 05.52070(N)    081 45 47.09910(W)     ADJUSTED  
 KY1839* NAVD 88     -       342.153  (meters)    1122.55   (feet)  ADJUSTED  
 KY1839  ___________________________________________________________________
 KY1839  X           -     691,863.719 (meters)                     COMP
 KY1839  Y           -  -4,779,385.822 (meters)                     COMP
 KY1839  Z           -   4,152,967.483 (meters)                     COMP
 KY1839  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 KY1839  ELLIP HEIGHT-         309.09  (meters)          (10/07/05) GPS OBS
 KY1839  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1839  DYNAMIC HT  -         342.002 (meters)    1122.05  (feet)  COMP
 KY1839  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 KY1839
 KY1839  HORZ ORDER  -  FIRST
 KY1839  VERT ORDER  -  SECOND    CLASS 0
 KY1839  ELLP ORDER  -  FOURTH    CLASS I
 KY1839
 KY1839.The horizontal coordinates were established by GPS observations
 KY1839.and adjusted by the National Geodetic Survey in October 2000..
 KY1839
 KY1839.The orthometric height was determined by differential leveling
 KY1839.and adjusted by the National Geodetic Survey in June 1991..
 KY1839
 KY1839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY1839
 KY1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1839
 KY1839.The ellipsoidal height was determined by GPS observations
 KY1839.and is referenced to NAD 83.
 KY1839
 KY1839.The geoid height was determined by GEOID03.
 KY1839
 KY1839.The dynamic height is computed by dividing the NAVD 88
 KY1839.geopotential number by the normal gravity value computed on the
 KY1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1839.degrees latitude (g = 980.6199 gals.).
 KY1839
 KY1839.The modeled gravity was interpolated from observed gravity values.
 KY1839
 KY1839;                    North         East     Units Scale Factor Converg.
 KY1839;SPC OH N     -   135,538.352   662,104.199   MT  0.99994421   +0 29 02.8
 KY1839;UTM  17      - 4,526,256.541   435,711.724   MT  0.99965087   -0 29 58.2
 KY1839
 KY1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1839!SPC OH N     -   0.99995152  x   0.99994421  =   0.99989573
 KY1839!UTM  17      -   0.99995152  x   0.99965087  =   0.99960240
 KY1839
 KY1839|---------------------------------------------------------------------|
 KY1839| PID    Reference Object                     Distance      Geod. Az  |
 KY1839|                                                           dddmmss.s |
 KY1839| KY1838 CHIP RM 1                             7.452 METERS 00404     |
 KY1839| KY3464 DALTON MUN STANDPIPE                APPROX.10.7 KM 1535747.4 |
 KY1839| KY1840 CHIP RM 2                             7.699 METERS 17610     |
 KY1839| KY3494 ORRVILLE MUN LT WATER PLT STK       APPROX. 3.8 KM 1830730.2 |
 KY1839| KY3493 ORRVILLE MUNICIPAL TANK             APPROX. 4.9 KM 1832139.5 |
 KY1839| KY3492 ORRVILLE MILK CO STACK              APPROX. 5.6 KM 1922113.3 |
 KY1839| KY1836 CHIP AZ MK                                         3583209.9 |
 KY1839|---------------------------------------------------------------------|
 KY1839
 KY1839                          SUPERSEDED SURVEY CONTROL
 KY1839
 KY1839  ELLIP H (10/25/00)  309.10   (m)                       GP(       ) 4 1
 KY1839  NAD 83(1995)-  40 53 05.51978(N)    081 45 47.09676(W) AD(       ) 3
 KY1839  NAD 83(1986)-  40 53 05.52935(N)    081 45 47.10207(W) AD(       ) 3
 KY1839  NAD 27      -  40 53 05.32232(N)    081 45 47.62804(W) AD(       ) 3
 KY1839  NAVD 88 (10/25/00)  342.15   (m)         1122.5    (f) LEVELING    3  
 KY1839  NGVD 29 (??/??/92)  342.386  (m)         1123.31   (f) ADJ UNCH    2 0
 KY1839
 KY1839.Superseded values are not recommended for survey control.
 KY1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1839.See file dsdata.txt to determine how the superseded data were derived.
 KY1839
 KY1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3571226257(NAD 83)
 KY1839_MARKER: DS = TRIANGULATION STATION DISK
 KY1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1839_STAMPING: CHIP 1959
 KY1839_MARK LOGO: CGS   
 KY1839_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1839+STABILITY: SURFACE MOTION
 KY1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1839+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998
 KY1839
 KY1839  HISTORY     - Date     Condition        Report By
 KY1839  HISTORY     - 1959     MONUMENTED       CGS
 KY1839  HISTORY     - 1959     GOOD             CGS
 KY1839  HISTORY     - 1971     GOOD             OHDT
 KY1839  HISTORY     - 1971     GOOD             OHDT
 KY1839  HISTORY     - 1988     GOOD             OHDT
 KY1839  HISTORY     - 19980323 GOOD             GCS
 KY1839
 KY1839                          STATION DESCRIPTION
 KY1839
 KY1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY1839'THE STATION IS ABOUT 3 MILES NORTH ORRVILLE, 1-1/2 MILES SOUTHWEST OF
 KY1839'MARSHALLVILLE, ON THE EAST
 KY1839'RIGHT-OF-WAY OF STATE HIGHWAY 94, IN BAUGHMAN TOWNSHIP, IN SECTION
 KY1839'7, T-17-N AND R-11-W.
 KY1839'
 KY1839'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND MARKET
 KY1839'STREET IN ORRVILLE, GO
 KY1839'NORTH ON STATE HIGHWAY 94 FOR 3.1 MILES TO THE STATION ON THE RIGHT.
 KY1839'
 KY1839'STATION MARKS ARE STANDARD DISKS STAMPED CHIP 1959.  THE SURFACE DISK
 KY1839'IS SET IN A SQUARE CONCRETE POST
 KY1839'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 215 FEET NORTHEAST OF
 KY1839'THE DRIVEWAY ENTRANCE TO THE HOME OF MR. WILLARD J.
 KY1839'YEAKLEY, 28 FEET EAST OF THE CENTER LINE OF HIGHWAY 94, 9 FEET NORTH
 KY1839'OF A POWERLINE POLE FOURTH POLE NORTH OF A FARM
 KY1839'HOUSE AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCELINE.
 KY1839'A STANDARD WITNESS POST WAS SET 3.3 FEET NORTHEAST OF THE
 KY1839'MARK.  THE UNDERGROUND DISK IS SET IN AN
 KY1839'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 KY1839'
 KY1839'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHIP NO 1 1959, IS SET
 KY1839'IN A SQUARE CONCRETE POST
 KY1839'WHICH PROJECTS 2 INCHES.  IT IS 33 FEET NORTH OF THE POWERLINE POLE,
 KY1839'29 FEET EAST OF THE CENTER LINE OF
 KY1839'HIGHWAY AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCELINE.
 KY1839'
 KY1839'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHIP NO 2 1959, IS SET
 KY1839'IN A SQUARE CONCRETE POST
 KY1839'WHICH PROJECTS 2 INCHES.  IT IS 190 FEET NORTHEAST OF THE DRIVEWAY,
 KY1839'30 FEET EAST OF THE CENTER LINE
 KY1839'OF HIGHWAY, 17 FEET SOUTH OF THE POWERLINE POLE AND 1
 KY1839'FOOT WEST OF THE RIGHT-OF-WAY FENCELINE.
 KY1839'
 KY1839'AZIMUTH MARK, A STANDARD DISK STAMPED CHIP 1959, IS SET IN A SQUARE
 KY1839'CONCRETE POST WHICH PROJECTS 4
 KY1839'INCHES.  IT IS 238 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY
 KY1839'ENTRANCE, 40 FEET EAST OF THE
 KY1839'CENTERLINE OF HIGHWAY 94 AND 2 FEET SOUTH OF THE POWERLINE POLE
 KY1839'WHICH IS THE SIXTH POLE NORTH OF THE
 KY1839'JUNCTION OF HIGHWAY 94 AND TOWNSHIP ROAD 221.  A
 KY1839'STANDARD WITNESS POST WAS SET 1.6 FEET NORTHEAST OF THE
 KY1839'MARK.
 KY1839'
 KY1839'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 94
 KY1839'FOR 0.3 MILE TO THE MARK ON
 KY1839'THE LEFT.
 KY1839
 KY1839                          STATION RECOVERY (1959)
 KY1839
 KY1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KY1839'3 MI N FROM ORRVILLE.
 KY1839'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE LIBRARY
 KY1839'AT ORRVILLE, 0.25 MILE SOUTH OF THE JUNCTION OF ROAD 221 LEADING
 KY1839'EAST, 0.2 MILE SOUTH OF THE JUNCTION OF ROAD 221 LEADING WEST,
 KY1839'50 YARDS NORTH OF THE TOP OF GRADE, 27 1/2 FEET EAST OF THE
 KY1839'CENTER LINE OF HIGHWAY 94, 2 1/2 FEET WEST OF A WIRE FENCE, 8 1/2
 KY1839'FEET NORTH OF A POWER LINE POLE, 25.2 FEET NORTH OF R M 2, 24.4
 KY1839'FEET SOUTH OF R M 1, 3.3 FEET SOUTHWEST OF A STEEL WITNESS
 KY1839'POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 KY1839'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KY1839
 KY1839                          STATION RECOVERY (1971)
 KY1839
 KY1839'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971 (WHC)
 KY1839'CHIP, CHIP R.M. NO. 1 AND R.M. NO. 2 RECOVERED GOOD.
 KY1839'
 KY1839'CHIP AZI RECOVERED GOOD.
 KY1839'
 KY1839'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES NORTH ALONG
 KY1839'SR 57 FROM LIBRARY AT ORRVILLE.
 KY1839
 KY1839                          STATION RECOVERY (1971)
 KY1839
 KY1839'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971 (RS)
 KY1839'CHIP 1959 RECOVERED GOOD - HAS WITNESS.
 KY1839'
 KY1839'CHIP NO. 1-1959 RECOVERED GOOD - NO WITNESS.
 KY1839'
 KY1839'CHIP NO. 2-1959 RECOVERED GOOD - NO WITNESS.
 KY1839'
 KY1839'AZI. CHIP-1959 RECOVERED GOOD - HAS WITNESS.
 KY1839'
 KY1839'DESCRIPTION IS ACCURATE EXCEPT ROUTE 94 IS NOW ROUTE 57.
 KY1839'
 KY1839'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES + OR - NORTH OF
 KY1839'ORRVILLE.
 KY1839
 KY1839                          STATION RECOVERY (1988)
 KY1839
 KY1839'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1988 (ROS)
 KY1839'RECOVERED IN GOOD CONDITION.
 KY1839
 KY1839                          STATION RECOVERY (1998)
 KY1839
 KY1839'RECOVERY NOTE BY GEODETIC CONSULTING SERVICES 1998 (KDZ)
 KY1839'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1836 ***********************************************************************
 KY1836  DESIGNATION -  CHIP AZ MK
 KY1836  PID         -  KY1836
 KY1836  STATE/COUNTY-  OH/WAYNE
 KY1836  USGS QUAD   -  RITTMAN (1994)
 KY1836
 KY1836                         *CURRENT SURVEY CONTROL
 KY1836  ___________________________________________________________________
 KY1836* NAD 83(1986)-  40 53 23.     (N)    081 45 47.     (W)     SCALED    
 KY1836* NAVD 88     -       337.530  (meters)    1107.38   (feet)  ADJUSTED  
 KY1836  ___________________________________________________________________
 KY1836  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1836  DYNAMIC HT  -         337.381 (meters)    1106.89  (feet)  COMP
 KY1836  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 KY1836
 KY1836  VERT ORDER  -  SECOND    CLASS 0
 KY1836
 KY1836.The horizontal coordinates were scaled from a topographic map and have
 KY1836.an estimated accuracy of +/- 6 seconds.
 KY1836
 KY1836.The orthometric height was determined by differential leveling
 KY1836.and adjusted by the National Geodetic Survey in June 1991..
 KY1836
 KY1836.The geoid height was determined by GEOID03.
 KY1836
 KY1836.The dynamic height is computed by dividing the NAVD 88
 KY1836.geopotential number by the normal gravity value computed on the
 KY1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1836.degrees latitude (g = 980.6199 gals.).
 KY1836
 KY1836.The modeled gravity was interpolated from observed gravity values.
 KY1836
 KY1836;                    North         East    Units  Estimated Accuracy
 KY1836;SPC OH N     -   136,080.      662,100.      MT  (+/- 180 meters Scaled)
 KY1836
 KY1836                          SUPERSEDED SURVEY CONTROL
 KY1836
 KY1836  NGVD 29 (??/??/92)  337.764  (m)         1108.15   (f) ADJ UNCH    2 0
 KY1836
 KY1836.Superseded values are not recommended for survey control.
 KY1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1836.See file dsdata.txt to determine how the superseded data were derived.
 KY1836
 KY1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF357267(NAD 83)
 KY1836_MARKER: DZ = AZIMUTH MARK DISK
 KY1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1836_STAMPING: CHIP 1959
 KY1836_MARK LOGO: CGS   
 KY1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1836+STABILITY: SURFACE MOTION
 KY1836
 KY1836  HISTORY     - Date     Condition        Report By
 KY1836  HISTORY     - 1959     MONUMENTED       CGS
 KY1836
 KY1836                          STATION DESCRIPTION
 KY1836
 KY1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1836'3.4 MI N FROM ORRVILLE.
 KY1836'ABOUT 3.35 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE LIBRARY
 KY1836'AT ORRVILLE, 0.1 MILE NORTH OF THE JUNCTION OF ROAD 221 LEADING
 KY1836'EAST, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ON TOP
 KY1836'OF A SLIGHT CUT, 2 FEET FROM A STEEL WITNESS POST, AND SET IN
 KY1836'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1838 ***********************************************************************
 KY1838  DESIGNATION -  CHIP RM 1
 KY1838  PID         -  KY1838
 KY1838  STATE/COUNTY-  OH/WAYNE
 KY1838  USGS QUAD   -  RITTMAN (1994)
 KY1838
 KY1838                         *CURRENT SURVEY CONTROL
 KY1838  ___________________________________________________________________
 KY1838* NAD 83(1986)-  40 53 05.     (N)    081 45 46.     (W)     SCALED    
 KY1838* NAVD 88     -       342.122  (meters)    1122.45   (feet)  ADJUSTED  
 KY1838  ___________________________________________________________________
 KY1838  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1838  DYNAMIC HT  -         341.971 (meters)    1121.95  (feet)  COMP
 KY1838  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 KY1838
 KY1838  VERT ORDER  -  SECOND    CLASS 0
 KY1838
 KY1838.The horizontal coordinates were scaled from a topographic map and have
 KY1838.an estimated accuracy of +/- 6 seconds.
 KY1838
 KY1838.The orthometric height was determined by differential leveling
 KY1838.and adjusted by the National Geodetic Survey in June 1991..
 KY1838
 KY1838.The geoid height was determined by GEOID03.
 KY1838
 KY1838.The dynamic height is computed by dividing the NAVD 88
 KY1838.geopotential number by the normal gravity value computed on the
 KY1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1838.degrees latitude (g = 980.6199 gals.).
 KY1838
 KY1838.The modeled gravity was interpolated from observed gravity values.
 KY1838
 KY1838;                    North         East    Units  Estimated Accuracy
 KY1838;SPC OH N     -   135,520.      662,130.      MT  (+/- 180 meters Scaled)
 KY1838
 KY1838                          SUPERSEDED SURVEY CONTROL
 KY1838
 KY1838  NGVD 29 (??/??/92)  342.355  (m)         1123.21   (f) ADJ UNCH    2 0
 KY1838
 KY1838.Superseded values are not recommended for survey control.
 KY1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1838.See file dsdata.txt to determine how the superseded data were derived.
 KY1838
 KY1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF357262(NAD 83)
 KY1838_MARKER: DR = REFERENCE MARK DISK
 KY1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1838_STAMPING: CHIP NO 1 1959
 KY1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1838+STABILITY: SURFACE MOTION
 KY1838
 KY1838  HISTORY     - Date     Condition        Report By
 KY1838  HISTORY     - 1959     MONUMENTED       CGS
 KY1838
 KY1838                          STATION DESCRIPTION
 KY1838
 KY1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1838'3 MI N FROM ORRVILLE.
 KY1838'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE LIBRARY
 KY1838'AT ORRVILLE, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KY1838'1 FOOT WEST OF A WIRE FENCE, 33 FEET NORTH OF A POWER LINE POLE,
 KY1838'24.4 FEET NORTH OF STATION CHIP, 49.6 FEET NORTH OF R M 2, 2
 KY1838'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE
 KY1838'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1840 ***********************************************************************
 KY1840  DESIGNATION -  CHIP RM 2
 KY1840  PID         -  KY1840
 KY1840  STATE/COUNTY-  OH/WAYNE
 KY1840  USGS QUAD   -  RITTMAN (1994)
 KY1840
 KY1840                         *CURRENT SURVEY CONTROL
 KY1840  ___________________________________________________________________
 KY1840* NAD 83(1986)-  40 53 05.     (N)    081 45 46.     (W)     SCALED    
 KY1840* NAVD 88     -       342.274  (meters)    1122.94   (feet)  ADJUSTED  
 KY1840  ___________________________________________________________________
 KY1840  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1840  DYNAMIC HT  -         342.123 (meters)    1122.45  (feet)  COMP
 KY1840  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 KY1840
 KY1840  VERT ORDER  -  SECOND    CLASS 0
 KY1840
 KY1840.The horizontal coordinates were scaled from a topographic map and have
 KY1840.an estimated accuracy of +/- 6 seconds.
 KY1840
 KY1840.The orthometric height was determined by differential leveling
 KY1840.and adjusted by the National Geodetic Survey in June 1991..
 KY1840
 KY1840.The geoid height was determined by GEOID03.
 KY1840
 KY1840.The dynamic height is computed by dividing the NAVD 88
 KY1840.geopotential number by the normal gravity value computed on the
 KY1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1840.degrees latitude (g = 980.6199 gals.).
 KY1840
 KY1840.The modeled gravity was interpolated from observed gravity values.
 KY1840
 KY1840;                    North         East    Units  Estimated Accuracy
 KY1840;SPC OH N     -   135,520.      662,130.      MT  (+/- 180 meters Scaled)
 KY1840
 KY1840                          SUPERSEDED SURVEY CONTROL
 KY1840
 KY1840  NGVD 29 (??/??/92)  342.507  (m)         1123.71   (f) ADJ UNCH    2 0
 KY1840
 KY1840.Superseded values are not recommended for survey control.
 KY1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1840.See file dsdata.txt to determine how the superseded data were derived.
 KY1840
 KY1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF357262(NAD 83)
 KY1840_MARKER: DR = REFERENCE MARK DISK
 KY1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1840_STAMPING: CHIP NO 2 1959
 KY1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1840+STABILITY: SURFACE MOTION
 KY1840
 KY1840  HISTORY     - Date     Condition        Report By
 KY1840  HISTORY     - 1959     MONUMENTED       CGS
 KY1840
 KY1840                          STATION DESCRIPTION
 KY1840
 KY1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1840'3 MI N FROM ORRVILLE.
 KY1840'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE LIBRARY
 KY1840'AT ORRVILLE, 29 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KY1840'1 FOOT WEST OF A WIRE FENCE, 16 1/2 FEET SOUTH OF A POWER LINE
 KY1840'POLE, 25.2 FEET SOUTH OF STATION CHIP, 49.6 FEET SOUTH OF R M 1,
 KY1840'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN TOP
 KY1840'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2266 ***********************************************************************
 KZ2266  DESIGNATION -  CHIS
 KZ2266  PID         -  KZ2266
 KZ2266  STATE/COUNTY-  OH/WYANDOT
 KZ2266  USGS QUAD   -  UPPER SANDUSKY (1971)
 KZ2266
 KZ2266                         *CURRENT SURVEY CONTROL
 KZ2266  ___________________________________________________________________
 KZ2266* NAD 83(1995)-  40 49 09.96299(N)    083 20 40.21288(W)     ADJUSTED  
 KZ2266* NAVD 88     -       257.45   (+/-2cm)     844.7    (feet)  VERTCON   
 KZ2266  ___________________________________________________________________
 KZ2266  X           -     560,244.446 (meters)                     COMP
 KZ2266  Y           -  -4,801,315.233 (meters)                     COMP
 KZ2266  Z           -   4,147,414.319 (meters)                     COMP
 KZ2266  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 KZ2266  ELLIP HEIGHT-         222.48  (meters)          (10/07/05) GPS OBS
 KZ2266  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 KZ2266
 KZ2266  HORZ ORDER  -  FIRST
 KZ2266  VERT ORDER  -  THIRD ? (See Below)
 KZ2266  ELLP ORDER  -  FOURTH    CLASS I
 KZ2266
 KZ2266.The horizontal coordinates were established by GPS observations
 KZ2266.and adjusted by the National Geodetic Survey in April 1998..
 KZ2266
 KZ2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2266.The vertical order pertains to the NGVD 29 superseded value.
 KZ2266
 KZ2266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2266
 KZ2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2266
 KZ2266.The ellipsoidal height was determined by GPS observations
 KZ2266.and is referenced to NAD 83.
 KZ2266
 KZ2266.The geoid height was determined by GEOID03.
 KZ2266
 KZ2266;                    North         East     Units Scale Factor Converg.
 KZ2266;SPC OH N     -   128,354.916   528,758.768   MT  0.99994848   -0 33 17.3
 KZ2266;UTM  17      - 4,521,357.984   302,278.407   MT  1.00008120   -1 31 59.0
 KZ2266
 KZ2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2266!SPC OH N     -   0.99996510  x   0.99994848  =   0.99991358
 KZ2266!UTM  17      -   0.99996510  x   1.00008120  =   1.00004630
 KZ2266
 KZ2266                          SUPERSEDED SURVEY CONTROL
 KZ2266
 KZ2266  ELLIP H (04/01/98)  222.50   (m)                       GP(       ) 4 1
 KZ2266  NAD 83(1986)-  40 49 09.96836(N)    083 20 40.22544(W) AD(       ) 1
 KZ2266  NGVD 29 (07/23/91)  257.58   (m)          845.1    (f) LEVELING    3  
 KZ2266
 KZ2266.Superseded values are not recommended for survey control.
 KZ2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2266.See file dsdata.txt to determine how the superseded data were derived.
 KZ2266
 KZ2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF0227821358(NAD 83)
 KZ2266_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2266_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KZ2266_SP_SET: ABUTMENT OF RAILROAD CULVERT
 KZ2266_STAMPING: CHIS 1986
 KZ2266_MARK LOGO: NGS   
 KZ2266_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2266+STABILITY: SURFACE MOTION
 KZ2266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2266+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1990
 KZ2266
 KZ2266  HISTORY     - Date     Condition        Report By
 KZ2266  HISTORY     - 1986     MONUMENTED       NGS
 KZ2266  HISTORY     - 19891212 GOOD             OHDT
 KZ2266  HISTORY     - 19900222 GOOD
 KZ2266
 KZ2266                          STATION DESCRIPTION
 KZ2266
 KZ2266'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 KZ2266'STATION IS LOCATED 5.3 KM (3.3 MI) WEST OF UPPER SANDUSKY, 1.5 KM
 KZ2266'(0.9 MI) SOUTH OF US HIGHWAY 30, ON THE CONRAIL RIGHT OF WAY, IN T 2
 KZ2266'S, R 13 E, SOUTHEAST CORNER OF SECTION 34, IN THE EAST END OF THE
 KZ2266'SOUTH HEADWALL OF A CULVERT OVER LITTLE TYMOCHTEE CREEK.
 KZ2266'TO REACH FROM THE JUNCTION OF US HIGHWAY 30 AND STATE ROUTES 53, 67
 KZ2266'AND 199 IN UPPER SANDUSKY, GO SOUTH ON ROUTES 53 AND 67 FOR 1.04 KM
 KZ2266'(0.65 MI) TO A CROSSROAD.  TURN RIGHT, WEST, ON HIGHWAY 53 FOR 3.25
 KZ2266'KM (2.02 MI) TO THE CURVE LEFT.  KEEP RIGHT, AHEAD, WEST ON PAVED
 KZ2266'ROAD FOR 2.43 KM (1.51 MI) TO AN OFFSET CROSSROAD.  TURN RIGHT,
 KZ2266'NORTH, ON GRAVEL ROAD FOR 0.11 KM (0.07 MI) TO THE RAILROAD TRACK.
 KZ2266'CROSS TRACK, THEN TURN RIGHT AND EASTERLY, ALONG THE RAILROAD, FOR
 KZ2266'0.62 KM (0.39 MI) TO THE SMALL BRIDGE OR CULVERT AND STATION ON THE
 KZ2266'RIGHT.
 KZ2266'THE STATION MARK IS SET FLUSH IN A DRILL HOLE IN THE SOUTH HEADWALL OF
 KZ2266'THE 9 M (29.5 FT) LONG CULVERT.  IT IS 2.8 M (9.2 FT) SOUTH OF THE
 KZ2266'SOUTH RAIL OF THE SINGLE TRACK, 1.5 M (4.9 FT) WEST OF THE EAST END
 KZ2266'OF THE HEADWALL, 0.4 M (1.3 FT) LOWER THAN THE RAIL AND 0.30 M
 KZ2266'(0.98 FT) WEST OF A FIBERGLASS WITNESS POST.
 KZ2266'A LEVEL TIE WAS MADE FROM 219.52, A CHISELED SQUARE LOCATED ACROSS THE
 KZ2266'TRACKS ON THE NORTH HEADWALL.  CHIS IS 3.76 FEET ABOVE THE NEARBY
 KZ2266'BENCH MARK.
 KZ2266
 KZ2266                          STATION RECOVERY (1990)
 KZ2266
 KZ2266'RECOVERED 1990
 KZ2266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1514 ***********************************************************************
 KZ1514  DESIGNATION -  CHISELED CIRCLE
 KZ1514  PID         -  KZ1514
 KZ1514  STATE/COUNTY-  OH/DELAWARE
 KZ1514  USGS QUAD   -  OSTRANDER (1988)
 KZ1514
 KZ1514                         *CURRENT SURVEY CONTROL
 KZ1514  ___________________________________________________________________
 KZ1514* NAD 83(1986)-  40 16 38.     (N)    083 09 20.     (W)     SCALED    
 KZ1514* NAVD 88     -       276.214  (meters)     906.21   (feet)  ADJUSTED  
 KZ1514  ___________________________________________________________________
 KZ1514  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ1514  DYNAMIC HT  -         276.073 (meters)     905.75  (feet)  COMP
 KZ1514  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 KZ1514
 KZ1514  VERT ORDER  -  SECOND    CLASS 0
 KZ1514
 KZ1514.The horizontal coordinates were scaled from a topographic map and have
 KZ1514.an estimated accuracy of +/- 6 seconds.
 KZ1514
 KZ1514.The orthometric height was determined by differential leveling
 KZ1514.and adjusted by the National Geodetic Survey in June 1991..
 KZ1514
 KZ1514.The geoid height was determined by GEOID03.
 KZ1514
 KZ1514.The dynamic height is computed by dividing the NAVD 88
 KZ1514.geopotential number by the normal gravity value computed on the
 KZ1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1514.degrees latitude (g = 980.6199 gals.).
 KZ1514
 KZ1514.The modeled gravity was interpolated from observed gravity values.
 KZ1514
 KZ1514;                    North         East    Units  Estimated Accuracy
 KZ1514;SPC OH N     -    68,010.      544,250.      MT  (+/- 180 meters Scaled)
 KZ1514
 KZ1514                          SUPERSEDED SURVEY CONTROL
 KZ1514
 KZ1514  NGVD 29 (??/??/92)  276.392  (m)          906.80   (f) ADJ UNCH    2 0
 KZ1514
 KZ1514.Superseded values are not recommended for survey control.
 KZ1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1514.See file dsdata.txt to determine how the superseded data were derived.
 KZ1514
 KZ1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE167607(NAD 83)
 KZ1514_MARKER: O = CHISELED CIRCLE
 KZ1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1514_SP_SET: ABUTMENT
 KZ1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1514
 KZ1514  HISTORY     - Date     Condition        Report By
 KZ1514  HISTORY     - UNK      MONUMENTED       CGS
 KZ1514  HISTORY     - 1934     GOOD             NGS
 KZ1514
 KZ1514                          STATION DESCRIPTION
 KZ1514
 KZ1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1514'AT WHITE SULPHUR.
 KZ1514'AT WHITE SULPHUR, DELAWARE COUNTY, ON THE CLEVELAND, CINCINNATI,
 KZ1514'CHICAGO AND ST. LOUIS RAILWAY, ON THE TOP OF THE NORTHWEST
 KZ1514'CORNER OF THE EAST CONCRETE ABUTMENT OF A BRIDGE OVER THE SCIOTO
 KZ1514'RIVER, 3.8 FEET NORTH OF THE NORTH RAIL, AND ABOUT LEVEL WITH
 KZ1514'THE TRACK.  A HIGH POINT IN A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0124 ***********************************************************************
 MD0124  DESIGNATION -  CHISELED CROSS
 MD0124  PID         -  MD0124
 MD0124  STATE/COUNTY-  OH/PAULDING
 MD0124  USGS QUAD   -  OAKWOOD (1973)
 MD0124
 MD0124                         *CURRENT SURVEY CONTROL
 MD0124  ___________________________________________________________________
 MD0124* NAD 83(1986)-  41 05 33.     (N)    084 24 26.     (W)     SCALED    
 MD0124* NAVD 88     -       218.361  (meters)     716.41   (feet)  ADJUSTED  
 MD0124  ___________________________________________________________________
 MD0124  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 MD0124  DYNAMIC HT  -         218.268 (meters)     716.10  (feet)  COMP
 MD0124  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 MD0124
 MD0124  VERT ORDER  -  FIRST     CLASS I
 MD0124
 MD0124.The horizontal coordinates were scaled from a topographic map and have
 MD0124.an estimated accuracy of +/- 6 seconds.
 MD0124
 MD0124.The orthometric height was determined by differential leveling
 MD0124.and adjusted by the National Geodetic Survey in June 1991..
 MD0124
 MD0124.The geoid height was determined by GEOID03.
 MD0124
 MD0124.The dynamic height is computed by dividing the NAVD 88
 MD0124.geopotential number by the normal gravity value computed on the
 MD0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0124.degrees latitude (g = 980.6199 gals.).
 MD0124
 MD0124.The modeled gravity was interpolated from observed gravity values.
 MD0124
 MD0124;                    North         East    Units  Estimated Accuracy
 MD0124;SPC OH N     -   160,090.      439,780.      MT  (+/- 180 meters Scaled)
 MD0124
 MD0124                          SUPERSEDED SURVEY CONTROL
 MD0124
 MD0124  NGVD 29 (??/??/92)  218.531  (m)          716.96   (f) ADJ UNCH    1 1
 MD0124
 MD0124.Superseded values are not recommended for survey control.
 MD0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0124.See file dsdata.txt to determine how the superseded data were derived.
 MD0124
 MD0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL177522(NAD 83)
 MD0124_MARKER: X = CHISELED CROSS
 MD0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0124_SP_SET: BRIDGE STEP
 MD0124_MARK LOGO: NYSLRR
 MD0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0124
 MD0124  HISTORY     - Date     Condition        Report By
 MD0124  HISTORY     - UNK      MONUMENTED       NYSLRR
 MD0124  HISTORY     - 1968     GOOD             CGS
 MD0124
 MD0124                          STATION DESCRIPTION
 MD0124
 MD0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0124'0.8 MI E FROM MELROSE.
 MD0124'ABOUT 0.75 MILE EAST ALONG STATE HIGHWAY 113 FROM THE CROSSING OF
 MD0124'THE NORFOLK AND WESTERN RAILWAY AT MELROSE, ALONG THE NORFOLK AND
 MD0124'WESTERN RAILWAY, A ONE INCH CHISELED CROSS ON TOP AND AT THE
 MD0124'SOUTH CORNER OF THE TOP STEP OF THE STONE MASONRY SOUTHEAST
 MD0124'WING WALL OF THE RAILWAY BRIDGE OVER LITTLE AUGLAIZE RIVER, 101
 MD0124'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 16.7 FEET SOUTH
 MD0124'OF THE SOUTH RAIL AND 5 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 MD0124'SEC 28, T 2N, R 4E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1643 ***********************************************************************
 KZ1643  DESIGNATION -  CHISELED CROSS
 KZ1643  PID         -  KZ1643
 KZ1643  STATE/COUNTY-  OH/LOGAN
 KZ1643  USGS QUAD   -  BELLEFONTAINE (1988)
 KZ1643
 KZ1643                         *CURRENT SURVEY CONTROL
 KZ1643  ___________________________________________________________________
 KZ1643* NAD 83(1986)-  40 19 23.     (N)    083 45 59.     (W)     SCALED    
 KZ1643* NAVD 88     -       364.577  (meters)    1196.12   (feet)  ADJUSTED  
 KZ1643  ___________________________________________________________________
 KZ1643  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KZ1643  DYNAMIC HT  -         364.385 (meters)    1195.49  (feet)  COMP
 KZ1643  MODELED GRAV-     980,085.8   (mgal)                       NAVD 88
 KZ1643
 KZ1643  VERT ORDER  -  SECOND    CLASS 0
 KZ1643
 KZ1643.The horizontal coordinates were scaled from a topographic map and have
 KZ1643.an estimated accuracy of +/- 6 seconds.
 KZ1643
 KZ1643.The orthometric height was determined by differential leveling
 KZ1643.and adjusted by the National Geodetic Survey in June 1991..
 KZ1643
 KZ1643.The geoid height was determined by GEOID03.
 KZ1643
 KZ1643.The dynamic height is computed by dividing the NAVD 88
 KZ1643.geopotential number by the normal gravity value computed on the
 KZ1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1643.degrees latitude (g = 980.6199 gals.).
 KZ1643
 KZ1643.The modeled gravity was interpolated from observed gravity values.
 KZ1643
 KZ1643;                    North         East    Units  Estimated Accuracy
 KZ1643;SPC OH N     -    73,670.      492,370.      MT  (+/- 180 meters Scaled)
 KZ1643
 KZ1643                          SUPERSEDED SURVEY CONTROL
 KZ1643
 KZ1643  NGVD 29 (??/??/92)  364.784  (m)         1196.80   (f) ADJ UNCH    2 0
 KZ1643
 KZ1643.Superseded values are not recommended for survey control.
 KZ1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1643.See file dsdata.txt to determine how the superseded data were derived.
 KZ1643
 KZ1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE649672(NAD 83)
 KZ1643_MARKER: X = CHISELED CROSS
 KZ1643_SETTING: 0 = UNSPECIFIED SETTING
 KZ1643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1643
 KZ1643  HISTORY     - Date     Condition        Report By
 KZ1643  HISTORY     - UNK      MONUMENTED       CGS
 KZ1643  HISTORY     - 1936     GOOD             NGS
 KZ1643
 KZ1643                          STATION DESCRIPTION
 KZ1643
 KZ1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1643'2.4 MI S FROM BELLEFONTAINE.
 KZ1643'2.4 MILES SOUTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KZ1643'ST. LOUIS RAILWAY FROM THE STATION AT BELLEFONTAINE, LOGAN
 KZ1643'COUNTY.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1647 ***********************************************************************
 KZ1647  DESIGNATION -  CHISELED SQUARE
 KZ1647  PID         -  KZ1647
 KZ1647  STATE/COUNTY-  OH/LOGAN
 KZ1647  USGS QUAD   -  RUSHSYLVANIA (1973)
 KZ1647
 KZ1647                         *CURRENT SURVEY CONTROL
 KZ1647  ___________________________________________________________________
 KZ1647* NAD 83(1986)-  40 25 52.     (N)    083 42 31.     (W)     SCALED    
 KZ1647* NAVD 88     -       394.207  (meters)    1293.33   (feet)  ADJUSTED  
 KZ1647  ___________________________________________________________________
 KZ1647  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KZ1647  DYNAMIC HT  -         393.997 (meters)    1292.64  (feet)  COMP
 KZ1647  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 KZ1647
 KZ1647  VERT ORDER  -  SECOND    CLASS 0
 KZ1647
 KZ1647.The horizontal coordinates were scaled from a topographic map and have
 KZ1647.an estimated accuracy of +/- 6 seconds.
 KZ1647
 KZ1647.The orthometric height was determined by differential leveling
 KZ1647.and adjusted by the National Geodetic Survey in June 1991..
 KZ1647.WARNING-Repeat measurements at this control monument indicate possible
 KZ1647.vertical movement.
 KZ1647
 KZ1647.The geoid height was determined by GEOID03.
 KZ1647
 KZ1647.The dynamic height is computed by dividing the NAVD 88
 KZ1647.geopotential number by the normal gravity value computed on the
 KZ1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1647.degrees latitude (g = 980.6199 gals.).
 KZ1647
 KZ1647.The modeled gravity was interpolated from observed gravity values.
 KZ1647
 KZ1647;                    North         East    Units  Estimated Accuracy
 KZ1647;SPC OH N     -    85,600.      497,450.      MT  (+/- 180 meters Scaled)
 KZ1647
 KZ1647                          SUPERSEDED SURVEY CONTROL
 KZ1647
 KZ1647  NGVD 29 (??/??/92)  394.373  (m)         1293.87   (f) ADJ UNCH    2 0
 KZ1647
 KZ1647.Superseded values are not recommended for survey control.
 KZ1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1647.See file dsdata.txt to determine how the superseded data were derived.
 KZ1647
 KZ1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE702791(NAD 83)
 KZ1647_MARKER: Q = CHISELED SQUARE
 KZ1647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1647_SP_SET: ABUTMENT
 KZ1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1647
 KZ1647  HISTORY     - Date     Condition        Report By
 KZ1647  HISTORY     - UNK      MONUMENTED       CGS
 KZ1647  HISTORY     - 1936     GOOD             NGS
 KZ1647
 KZ1647                          STATION DESCRIPTION
 KZ1647
 KZ1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1647'3.1 MI SW FROM RUSHSYLVANIA.
 KZ1647'3.1 MILES SOUTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KZ1647'ST. LOUIS RAILWAY FROM THE STATION AT RUSHSYLVANIA, AT HARPER,
 KZ1647'100 YARDS NORTHEAST OF THE CENTER OF A MACADAM-ROAD CROSSING,
 KZ1647'19.6 FEET WEST OF AN IRON BRIDGE POST 108, 20 FEET NORTHWEST OF
 KZ1647'THE NORTHWEST RAIL, ON THE TOP OF A 30-INCH CONCRETE TILE UNDER
 KZ1647'A STONE ABUTMENT, AND 5.5 FEET LOWER THAN THE TRACK.  THE CENTER
 KZ1647'OF A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1516 ***********************************************************************
 KZ1516  DESIGNATION -  CHISELED SQUARE
 KZ1516  PID         -  KZ1516
 KZ1516  STATE/COUNTY-  OH/DELAWARE
 KZ1516  USGS QUAD   -  OSTRANDER (1988)
 KZ1516
 KZ1516                         *CURRENT SURVEY CONTROL
 KZ1516  ___________________________________________________________________
 KZ1516* NAD 83(1986)-  40 16 37.     (N)    083 09 27.     (W)     SCALED    
 KZ1516* NAVD 88     -       275.736  (meters)     904.64   (feet)  ADJUSTED  
 KZ1516  ___________________________________________________________________
 KZ1516  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ1516  DYNAMIC HT  -         275.595 (meters)     904.18  (feet)  COMP
 KZ1516  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 KZ1516
 KZ1516  VERT ORDER  -  SECOND    CLASS 0
 KZ1516
 KZ1516.The horizontal coordinates were scaled from a topographic map and have
 KZ1516.an estimated accuracy of +/- 6 seconds.
 KZ1516
 KZ1516.The orthometric height was determined by differential leveling
 KZ1516.and adjusted by the National Geodetic Survey in June 1991..
 KZ1516
 KZ1516.The geoid height was determined by GEOID03.
 KZ1516
 KZ1516.The dynamic height is computed by dividing the NAVD 88
 KZ1516.geopotential number by the normal gravity value computed on the
 KZ1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1516.degrees latitude (g = 980.6199 gals.).
 KZ1516
 KZ1516.The modeled gravity was interpolated from observed gravity values.
 KZ1516
 KZ1516;                    North         East    Units  Estimated Accuracy
 KZ1516;SPC OH N     -    67,980.      544,080.      MT  (+/- 180 meters Scaled)
 KZ1516
 KZ1516                          SUPERSEDED SURVEY CONTROL
 KZ1516
 KZ1516  NGVD 29 (??/??/92)  275.914  (m)          905.23   (f) ADJ UNCH    2 0
 KZ1516
 KZ1516.Superseded values are not recommended for survey control.
 KZ1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1516.See file dsdata.txt to determine how the superseded data were derived.
 KZ1516
 KZ1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE165607(NAD 83)
 KZ1516_MARKER: Q = CHISELED SQUARE
 KZ1516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1516_SP_SET: CULVERT
 KZ1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1516
 KZ1516  HISTORY     - Date     Condition        Report By
 KZ1516  HISTORY     - UNK      MONUMENTED       CGS
 KZ1516  HISTORY     - 1934     GOOD             NGS
 KZ1516
 KZ1516                          STATION DESCRIPTION
 KZ1516
 KZ1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KZ1516'AT WHITE SULPHUR.
 KZ1516'AT WHITE SULPHUR, DELAWARE COUNTY, 23 YARDS NORTH OF THE
 KZ1516'NORTHEAST CORNER OF THE CLEVELAND, CINCINNATI, CHICAGO AND
 KZ1516'ST. LOUIS RAILWAY STATION, 50 FEET NORTHWEST OF THE NORTH RAIL
 KZ1516'AT THE CROSSING OF THE CENTERLINE OF A HIGHWAY, 39.5 FEET
 KZ1516'NORTH OF THE NORTH RAIL, 35 FEET WEST OF THE CENTERLINE OF THE
 KZ1516'HIGHWAY, ON THE TOP OF THE WEST HEADWALL OF A STONE CULVERT, AND
 KZ1516'ABOUT 3 FEET LOWER THAN THE TRACK.  A CHISELED SQUARE, SURROUNDED
 KZ1516'BY THE LETTERS B.M.U.S.C. AND G.S. 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6061 ***********************************************************************
 AB6061  CBN         -  This is a Cooperative Base Network Control Station.
 AB6061  DESIGNATION -  CHP OUT
 AB6061  PID         -  AB6061
 AB6061  STATE/COUNTY-  OH/CHAMPAIGN
 AB6061  USGS QUAD   -  MECHANICSBURG (1980)
 AB6061
 AB6061                         *CURRENT SURVEY CONTROL
 AB6061  ___________________________________________________________________
 AB6061* NAD 83(1995)-  40 07 21.47162(N)    083 32 01.86356(W)     ADJUSTED  
 AB6061* NAVD 88     -       329.1    (meters)    1080.     (feet)  GPS OBS   
 AB6061  ___________________________________________________________________
 AB6061  X           -     550,036.596 (meters)                     COMP
 AB6061  Y           -  -4,853,099.883 (meters)                     COMP
 AB6061  Z           -   4,088,597.663 (meters)                     COMP
 AB6061  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AB6061  ELLIP HEIGHT-         295.88  (meters)          (03/08/05) GPS OBS
 AB6061  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AB6061
 AB6061  HORZ ORDER  -  B
 AB6061  ELLP ORDER  -  FOURTH    CLASS II
 AB6061
 AB6061.The horizontal coordinates were established by GPS observations
 AB6061.and adjusted by the National Geodetic Survey in August 1996..
 AB6061
 AB6061.The orthometric height was determined by GPS observations and a
 AB6061.high-resolution geoid model.
 AB6061
 AB6061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6061
 AB6061.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6061
 AB6061.The ellipsoidal height was determined by GPS observations
 AB6061.and is referenced to NAD 83.
 AB6061
 AB6061.The geoid height was determined by GEOID03.
 AB6061
 AB6061;                    North         East     Units Scale Factor Converg.
 AB6061;SPC OH S     -   236,153.923   511,873.869   MT  1.00001889   -0 39 21.6
 AB6061;UTM  17      - 4,444,445.972   284,086.581   MT  1.00017392   -1 38 00.6
 AB6061
 AB6061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6061!SPC OH S     -   0.99995359  x   1.00001889  =   0.99997247
 AB6061!UTM  17      -   0.99995359  x   1.00017392  =   1.00012750
 AB6061
 AB6061                          SUPERSEDED SURVEY CONTROL
 AB6061
 AB6061  ELLIP H (08/20/96)  295.90   (m)                       GP(       ) 4 2
 AB6061
 AB6061.Superseded values are not recommended for survey control.
 AB6061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6061.See file dsdata.txt to determine how the superseded data were derived.
 AB6061
 AB6061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8408744446(NAD 83)
 AB6061_MARKER: I = METAL ROD
 AB6061_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6061_STAMPING: CHP OUT 1995
 AB6061_MARK LOGO: OHDT  
 AB6061_PROJECTION: FLUSH
 AB6061_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6061+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1997
 AB6061_ROD/PIPE-DEPTH: 8.2  meters
 AB6061_SLEEVE-DEPTH  : 0.9 meters
 AB6061
 AB6061  HISTORY     - Date     Condition        Report By
 AB6061  HISTORY     - 1995     MONUMENTED       OHDT
 AB6061  HISTORY     - 19970728 GOOD             WOOLPT
 AB6061
 AB6061                          STATION DESCRIPTION
 AB6061
 AB6061'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CMS)
 AB6061'AT THE OHIO DEPARTMENT OF TRANSPORTATION MECHANICSBURG OUTPOST.  THE
 AB6061'OUTPOST IS LOCATED ALONG SR 559 NORTH OF MECHANICSBURG.  TO REACH FROM
 AB6061'THE JUNCTION OF SR 29 AND SR 559, IN MECHANICSBURG, GO NORTH 6.0 KM
 AB6061'(3.70 MI) TO THE OUTPOST ON THE LEFT.  THE MARK IS 29.0 M (95.1 FT)
 AB6061'WEST OF THE NORTHWEST CORNER OF THE MAIN GARAGE, 32.5 M (106.6 FT)
 AB6061'WEST OF THE SOUTHWEST CORNER OF THE MAIN GARAGE, 40.3 M (132.2 FT)
 AB6061'NORTH OF THE NORTHWEST CORNER OF A SALT BIN, AND 24.1 M (79.1 FT)
 AB6061'SOUTHWEST OF A 152 MM PVC CLEAN OUT FOR THE SEPTIC SYSTEM. ACCESS TO
 AB6061'THE DATUM POINT IS THROUGH A 127 MM LOGO CAP.  THE ROD IS FLUSH WITH
 AB6061'GROUND LEVEL AND DRIVEN TO A DEPTH OF 8.2 M (26.9 FT) .
 AB6061'OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION, DISTRICT 7
 AB6061'DEPUTY DIRECTOR, 1001 ST MARYS PIKE, SIDNEY, OHIO 45365.  THE MARK IS
 AB6061'ACCESSIBLE ONLY BY ARRANGEMENT.  CONTACT THE ODOT CHAMPAIGN COUNTY
 AB6061'SUPERINTENDENT, (513) 653-4614, FOR ACCESS.  NOTE--SLEEVE DEPTH DOES
 AB6061'NOT MEET CLASS A REQUIREMENTS.
 AB6061
 AB6061                          STATION RECOVERY (1997)
 AB6061
 AB6061'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (BBS)
 AB6061'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1825 ***********************************************************************
 MB1825  DESIGNATION -  CHRIS
 MB1825  PID         -  MB1825
 MB1825  STATE/COUNTY-  OH/SUMMIT
 MB1825  USGS QUAD   -  WADSWORTH (1994)
 MB1825
 MB1825                         *CURRENT SURVEY CONTROL
 MB1825  ___________________________________________________________________
 MB1825* NAD 83(1995)-  41 01 55.53084(N)    081 41 15.68031(W)     ADJUSTED  
 MB1825* NAVD 88     -       359.0    (meters)    1178.     (feet)  GPS OBS   
 MB1825  ___________________________________________________________________
 MB1825  X           -     696,604.515 (meters)                     COMP
 MB1825  Y           -  -4,767,878.258 (meters)                     COMP
 MB1825  Z           -   4,165,326.095 (meters)                     COMP
 MB1825  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 MB1825  ELLIP HEIGHT-         325.69  (meters)          (10/07/05) GPS OBS
 MB1825  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MB1825
 MB1825  HORZ ORDER  -  FIRST
 MB1825  ELLP ORDER  -  FOURTH    CLASS II
 MB1825
 MB1825.The horizontal coordinates were established by GPS observations
 MB1825.and adjusted by the TERRASURV in August 2003..
 MB1825
 MB1825.The orthometric height was determined by GPS observations and a
 MB1825.high-resolution geoid model.
 MB1825
 MB1825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1825
 MB1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1825
 MB1825.The ellipsoidal height was determined by GPS observations
 MB1825.and is referenced to NAD 83.
 MB1825
 MB1825.The geoid height was determined by GEOID03.
 MB1825
 MB1825;                    North         East     Units Scale Factor Converg.
 MB1825;SPC OH N     -   151,942.913   668,305.647   MT  0.99993933   +0 32 01.1
 MB1825;UTM  17      - 4,542,547.328   442,192.171   MT  0.99964113   -0 27 05.3
 MB1825
 MB1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1825!SPC OH N     -   0.99994892  x   0.99993933  =   0.99988825
 MB1825!UTM  17      -   0.99994892  x   0.99964113  =   0.99959006
 MB1825
 MB1825                          SUPERSEDED SURVEY CONTROL
 MB1825
 MB1825  NAD 83(1995)-  41 01 55.52944(N)    081 41 15.68137(W) AD(       ) 1
 MB1825  ELLIP H (04/01/98)  325.73   (m)                       GP(       ) 4 1
 MB1825  NAD 83(1986)-  41 01 55.53735(N)    081 41 15.68604(W) AD(       ) 1
 MB1825  NGVD 29 (07/20/87)  359.2    (m)         1178.     (f) GPS OBS        
 MB1825
 MB1825.Superseded values are not recommended for survey control.
 MB1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1825.See file dsdata.txt to determine how the superseded data were derived.
 MB1825
 MB1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4219242547(NAD 83)
 MB1825_MARKER: DS = TRIANGULATION STATION DISK
 MB1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1825_STAMPING: CHRIS 1983
 MB1825_MARK LOGO: NONE  
 MB1825_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1825+STABILITY: SURFACE MOTION
 MB1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1825+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2002
 MB1825
 MB1825  HISTORY     - Date     Condition        Report By
 MB1825  HISTORY     - 1983     MONUMENTED       NGS
 MB1825  HISTORY     - 2000     GOOD             OH-103
 MB1825  HISTORY     - 20020505 GOOD             USPSQD
 MB1825
 MB1825                          STATION DESCRIPTION
 MB1825
 MB1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MB1825'THE STATION IS LOCATED ABOUT 4 KM (2.25 MI) EAST FROM WADSWORTH, 3.25
 MB1825'KM (2 MI) WEST-NORTHWEST FROM NORTON AND 0.75 KM (0.5 MI) NORTH FROM
 MB1825'WESTERN STAR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 MB1825'
 MB1825'TO REACH FROM THE POST OFFICE AT WADSWORTH, GO EAST ON BROAD STREET
 MB1825'WHICH BECOMES GREENWICH ROAD FOR 3.35 KM (2.05 MI) TO A CROSSROADS.
 MB1825'TURN LEFT AND GO NORTH ON MEDINA LINE ROAD FOR 0.8 KM (0.5 MI) TO A
 MB1825'SMALL CUTBANK ON THE RIGHT AND THE STATION ATOP THE BANK.
 MB1825'
 MB1825'THE STATION MARK IS A STANDARD NGS TRIANGULATION STATION DISK
 MB1825'STAMPED---CHRIS 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND
 MB1825'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 8.1
 MB1825'METERS (26.5 FEET) EAST FROM THE CENTER OF MEDINA LINE ROAD, 1.6
 MB1825'METERS (5.3 FEET) SOUTH FROM A 1 METER (3 FEET) HIGH WOOD POST AND
 MB1825'1.2 METERS (3.8 FEET) NORTH FROM A CARSONITE WITNESS POST.
 MB1825'
 MB1825'THERE ARE NO OTHER MARKS AT THIS STATION.  IN THE RECON REPORT, AN
 MB1825'AZIMUTH MARK WAS SELECTED FOR THIS STATION CHRIS.  HOWEVER, THERE WAS
 MB1825'ONLY ONE SUITABLE LOCATION AVAILABLE TO SET AN AZIMUTH MARK AND THE
 MB1825'OWNER OF THAT PROPERTY CHANGED HER MIND AT THE LAST MINUTE AND WOULD
 MB1825'NOW ALLOW THE AZIMUTH MARK TO BE SET.  SO, NO AZIMUTH MARK FOR THIS
 MB1825'STATION WAS ESTABLISHED.
 MB1825
 MB1825                          STATION RECOVERY (2000)
 MB1825
 MB1825'RECOVERY NOTE BY MEDINA COUNTY OHIO 2000
 MB1825'RECOVERY NOTE BY MEDINA COUNTY SANITARY ENGINEER 2000
 MB1825'FOUND IN GOOD CONDITION.
 MB1825' 
 MB1825'STATION IS ABOUT 192 FT SOUTH OF A CONCRETE DRIVE TO 3760 MEDINA
 MB1825'LINE ROAD, 72.0 FT NORTHEAST OF A POLE MARKED --2N-10 1603-11--, WITH
 MB1825'CARSONITE WITNESS POSTS ON ITS WEST AND EAST SIDES.
 MB1825' 
 MB1825'
 MB1825
 MB1825                          STATION RECOVERY (2002)
 MB1825
 MB1825'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 MB1825'THE 1 METER HIGH WOOD POST WAS NOT FOUND. IT IS 1 FOOT EAST FROM A
 MB1825'WITNESS POST AND 73 FEET NORTHEAST FROM UTILITY POLE 2N-10, 10-AMP,
 MB1825'1603-11 LOCATED ON THE WEST SIDE OF MEDINA LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3344 ***********************************************************************
 AE3344  DESIGNATION -  CHRIS
 AE3344  PID         -  AE3344
 AE3344  STATE/COUNTY-  OH/MONTGOMERY
 AE3344  USGS QUAD   -  FAIRBORN (1992)
 AE3344
 AE3344                         *CURRENT SURVEY CONTROL
 AE3344  ___________________________________________________________________
 AE3344* NAD 83(1995)-  39 46 14.78063(N)    084 05 56.32098(W)     ADJUSTED  
 AE3344* NAVD 88     -       249.2    (meters)     818.     (feet)  GPS OBS   
 AE3344  ___________________________________________________________________
 AE3344  X           -     504,715.671 (meters)                     COMP
 AE3344  Y           -  -4,883,180.753 (meters)                     COMP
 AE3344  Z           -   4,058,593.984 (meters)                     COMP
 AE3344  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AE3344  ELLIP HEIGHT-         216.06  (meters)          (10/07/05) GPS OBS
 AE3344  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AE3344
 AE3344  HORZ ORDER  -  FIRST
 AE3344  ELLP ORDER  -  FOURTH    CLASS I
 AE3344
 AE3344.The horizontal coordinates were established by GPS observations
 AE3344.and adjusted by the National Geodetic Survey in September 1997..
 AE3344
 AE3344.The orthometric height was determined by GPS observations and a
 AE3344.high-resolution geoid model.
 AE3344
 AE3344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3344
 AE3344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3344
 AE3344.The ellipsoidal height was determined by GPS observations
 AE3344.and is referenced to NAD 83.
 AE3344
 AE3344.The geoid height was determined by GEOID03.
 AE3344
 AE3344;                    North         East     Units Scale Factor Converg.
 AE3344;SPC OH S     -   197,794.746   463,014.451   MT  0.99995860   -1 00 52.5
 AE3344;UTM  16      - 4,406,341.713   748,475.888   MT  1.00036017   +1 51 24.4
 AE3344
 AE3344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3344!SPC OH S     -   0.99996611  x   0.99995860  =   0.99992471
 AE3344!UTM  16      -   0.99996611  x   1.00036017  =   1.00032626
 AE3344
 AE3344|---------------------------------------------------------------------|
 AE3344| PID    Reference Object                     Distance      Geod. Az  |
 AE3344|                                                           dddmmss.s |
 AE3344| AE3342 CHRIS AZ MK                         369.565 METERS 27857     |
 AE3344|---------------------------------------------------------------------|
 AE3344
 AE3344                          SUPERSEDED SURVEY CONTROL
 AE3344
 AE3344  ELLIP H (09/11/97)  216.16   (m)                       GP(       ) 4 1
 AE3344
 AE3344.Superseded values are not recommended for survey control.
 AE3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3344.See file dsdata.txt to determine how the superseded data were derived.
 AE3344
 AE3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4847606342(NAD 83)
 AE3344_MARKER: DD = SURVEY DISK
 AE3344_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3344_STAMPING: CHRIS
 AE3344_MARK LOGO: CODDOP
 AE3344_PROJECTION: FLUSH
 AE3344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3344+STABILITY: SURFACE MOTION
 AE3344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3344+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AE3344
 AE3344  HISTORY     - Date     Condition        Report By
 AE3344  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3344  HISTORY     - 19980625 GOOD             WOOLPT
 AE3344  HISTORY     - 20051012 GOOD             INDIV
 AE3344
 AE3344                          STATION DESCRIPTION
 AE3344
 AE3344'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3344'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM INTERSECTION OF RT 35
 AE3344'AND WOODMAN DR IN MONTGOMERY COUNTY GO NORTH ALONG WOODMAN DR FOR 1.0
 AE3344'MI (1.6 KM) TO AIRWAY RD GO EAST ALONG AIRWAY RD FOR 0.9 MI (1.4 KM)
 AE3344'TO THE COUNTY LINE AND STATION ON THE RIGHT. STATION IS A BRONZE DISK
 AE3344'IN CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED
 AE3344'CHRIS, AND IS FLUSH WITH THE SURFACE OF THE GROUND. STATION IS 35.5 FT
 AE3344'(10.8 M) SOUTH OF AIRWAY RD CENTERLINE, 15.5 FT (4.7 M) WEST OF CATCH
 AE3344'BASIN, 13.5 FT (4.1 M) NORTHEAST OF MOST NORTHERLY FENCE POST.
 AE3344
 AE3344                          STATION RECOVERY (1998)
 AE3344
 AE3344'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (GTF)
 AE3344'RECOVERED AS DESCRIBED.
 AE3344
 AE3344                          STATION RECOVERY (2005)
 AE3344
 AE3344'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AE3344'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AE3344'AN ORANGE FIBERGLASS WITNESS POST IS LOCATED NEAR STATION MARK.
 AE3344'RECOVERED IN GOOD CONDITION.
 AE3344' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3342 ***********************************************************************
 AE3342  DESIGNATION -  CHRIS AZ MK
 AE3342  PID         -  AE3342
 AE3342  STATE/COUNTY-  OH/MONTGOMERY
 AE3342  USGS QUAD   -  FAIRBORN (1992)
 AE3342
 AE3342                         *CURRENT SURVEY CONTROL
 AE3342  ___________________________________________________________________
 AE3342* NAD 83(1995)-  39 46 16.64483(N)    084 06 11.66014(W)     ADJUSTED  
 AE3342* NAVD 88     -       247.1    (meters)     811.     (feet)  GPS OBS   
 AE3342  ___________________________________________________________________
 AE3342  X           -     504,348.577 (meters)                     COMP
 AE3342  Y           -  -4,883,180.050 (meters)                     COMP
 AE3342  Z           -   4,058,636.807 (meters)                     COMP
 AE3342  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AE3342  ELLIP HEIGHT-         213.92  (meters)          (10/07/05) GPS OBS
 AE3342  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AE3342
 AE3342  HORZ ORDER  -  FIRST
 AE3342  ELLP ORDER  -  FOURTH    CLASS I
 AE3342
 AE3342.The horizontal coordinates were established by GPS observations
 AE3342.and adjusted by the National Geodetic Survey in September 1997..
 AE3342
 AE3342.The orthometric height was determined by GPS observations and a
 AE3342.high-resolution geoid model.
 AE3342
 AE3342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3342
 AE3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3342
 AE3342.The ellipsoidal height was determined by GPS observations
 AE3342.and is referenced to NAD 83.
 AE3342
 AE3342.The geoid height was determined by GEOID03.
 AE3342
 AE3342;                    North         East     Units Scale Factor Converg.
 AE3342;SPC OH S     -   197,858.702   462,650.478   MT  0.99995866   -1 01 02.2
 AE3342;UTM  16      - 4,406,387.374   748,109.021   MT  1.00035793   +1 51 14.7
 AE3342
 AE3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3342!SPC OH S     -   0.99996644  x   0.99995866  =   0.99992510
 AE3342!UTM  16      -   0.99996644  x   1.00035793  =   1.00032436
 AE3342
 AE3342|---------------------------------------------------------------------|
 AE3342| PID    Reference Object                     Distance      Geod. Az  |
 AE3342|                                                           dddmmss.s |
 AE3342| AE3344 CHRIS                               369.565 METERS 09857     |
 AE3342|---------------------------------------------------------------------|
 AE3342
 AE3342                          SUPERSEDED SURVEY CONTROL
 AE3342
 AE3342  ELLIP H (09/11/97)  214.02   (m)                       GP(       ) 4 1
 AE3342
 AE3342.Superseded values are not recommended for survey control.
 AE3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3342.See file dsdata.txt to determine how the superseded data were derived.
 AE3342
 AE3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4810906387(NAD 83)
 AE3342_MARKER: DD = SURVEY DISK
 AE3342_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3342_STAMPING: CHRIS AZ
 AE3342_MARK LOGO: CODDOP
 AE3342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3342+STABILITY: SURFACE MOTION
 AE3342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3342+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 AE3342
 AE3342  HISTORY     - Date     Condition        Report By
 AE3342  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3342  HISTORY     - 20051107 GOOD             INDIV
 AE3342
 AE3342                          STATION DESCRIPTION
 AE3342
 AE3342'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3342'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM INTERSECTION OF
 AE3342'ST.RT. 35 AND WOODMAN AVE. IN MONTGOMERY COUNTY GO NORTH ALONG
 AE3342'WOOODMAN AVE. FOR 1.0 MI (1.6 KM) TO AIRWAY RD. GO EAST ALONG AIRWAY
 AE3342'RD. FOR 0.7 MI (1.1 KM)  TO STATION ON LEFT. STATION IS A BRONZE DISK
 AE3342'IN CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED
 AE3342'CHRIS AZ, AND IS FLUSH WITH THE SURFACE OF THE GROUND.  STATION IS
 AE3342'LOCATED 0.1 MI (0.2 KM)  WEST OF HICKMAN RD, 49.0 FT (14.9 M) NORTH OF
 AE3342'AIRWAY RD. CENTERLINE, 113.0 FT (34.4 M) NORTHEAST OF MOST WESTERLY
 AE3342'CATCH BASIN SOUTH OF AIRWAY RD., 141.0 FT (43.0 M)  NORTHWEST OF MOST
 AE3342'EASTERLY CATCH BASIN SOUTH OF AIRWAY RD.
 AE3342
 AE3342                          STATION RECOVERY (2005)
 AE3342
 AE3342'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AE3342'RECOVERED IN GOOD CONDITION.
 AE3342' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3031 ***********************************************************************
 JZ3031  DESIGNATION -  CHURCH
 JZ3031  PID         -  JZ3031
 JZ3031  STATE/COUNTY-  OH/MONTGOMERY
 JZ3031  USGS QUAD   -  TROTWOOD (1992)
 JZ3031
 JZ3031                         *CURRENT SURVEY CONTROL
 JZ3031  ___________________________________________________________________
 JZ3031* NAD 83(1995)-  39 49 30.79179(N)    084 17 12.87876(W)     ADJUSTED  
 JZ3031* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 JZ3031  ___________________________________________________________________
 JZ3031  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 JZ3031  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JZ3031
 JZ3031  HORZ ORDER  -  FIRST
 JZ3031
 JZ3031.The horizontal coordinates were established by classical geodetic methods
 JZ3031.and adjusted by the National Geodetic Survey in April 1998..
 JZ3031
 JZ3031.The orthometric height was scaled from a topographic map.
 JZ3031
 JZ3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3031
 JZ3031.The geoid height was determined by GEOID03.
 JZ3031
 JZ3031;                    North         East     Units Scale Factor Converg.
 JZ3031;SPC OH S     -   204,140.538   447,035.737   MT  0.99996545   -1 08 01.8
 JZ3031;UTM  16      - 4,411,880.914   732,193.619   MT  1.00026379   +1 44 18.1
 JZ3031
 JZ3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3031!SPC OH S     -   0.99996145  x   0.99996545  =   0.99992691
 JZ3031!UTM  16      -   0.99996145  x   1.00026379  =   1.00022523
 JZ3031
 JZ3031:                Primary Azimuth Mark                     Grid Az
 JZ3031:SPC OH S     -  SHILOW                                   141 10 00.0
 JZ3031:UTM  16      -  SHILOW                                   138 17 40.1
 JZ3031
 JZ3031|---------------------------------------------------------------------|
 JZ3031| PID    Reference Object                     Distance      Geod. Az  |
 JZ3031|                                                           dddmmss.s |
 JZ3031| JZ3033 SHILOW                              APPROX. 0.9 KM 1400158.2 |
 JZ3031| JZ3030 JACK                                235.476 METERS 31547     |
 JZ3031|---------------------------------------------------------------------|
 JZ3031
 JZ3031                          SUPERSEDED SURVEY CONTROL
 JZ3031
 JZ3031  NAD 83(1986)-  39 49 30.80471(N)    084 17 12.88950(W) AD(       ) 1
 JZ3031  NAD 27      -  39 49 30.59900(N)    084 17 13.08300(W) AD(       ) 1
 JZ3031
 JZ3031.Superseded values are not recommended for survey control.
 JZ3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3031.See file dsdata.txt to determine how the superseded data were derived.
 JZ3031
 JZ3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3219411881(NAD 83)
 JZ3031_MARKER: Z = SEE DESCRIPTION
 JZ3031_SETTING: 0 = UNSPECIFIED SETTING
 JZ3031_MARK LOGO: CGS   
 JZ3031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3031
 JZ3031  HISTORY     - Date     Condition        Report By
 JZ3031  HISTORY     - 1927     MONUMENTED       CGS
 JZ3031  HISTORY     - 1967     GOOD             OH2090
 JZ3031
 JZ3031                          STATION DESCRIPTION
 JZ3031
 JZ3031'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3031'STATION IS ABOUT 2-1/2 MILES NW OF THE TOWN OF FORT MCKINLEY, 3000
 JZ3031'FEET NW OF THE INTERSECTION OF SHILOH SPRINGS ROAD AND SALEM PIKE,
 JZ3031'0.26 METER (0.87 FOOT) W OF NE EDGE OF CONCRETE.  MARK IS SET IN
 JZ3031'CONCRETE PAVEMENT OF SALEM PIKE, 2.1 METERS (6.86 FEET) E OF
 JZ3031'CENTER LINE OF SALEM PIKE, 55.8 METERS (183.4 FEET) FROM SE CORNER OF
 JZ3031'THE SOUTHEASTERLY OF TWO BRIDGES.
 JZ3031'
 JZ3031'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 JZ3031
 JZ3031                          STATION RECOVERY (1967)
 JZ3031
 JZ3031'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ3031'CHURCH 1927 - FAIR- MARK SET IN OLD CONCRETE PAVEMENT WHICH IS
 JZ3031'DETERIORATING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1365 ***********************************************************************
 MC1365  DESIGNATION -  CHURCH
 MC1365  PID         -  MC1365
 MC1365  STATE/COUNTY-  OH/HANCOCK
 MC1365  USGS QUAD   -  FINDLAY (1979)
 MC1365
 MC1365                         *CURRENT SURVEY CONTROL
 MC1365  ___________________________________________________________________
 MC1365* NAD 83(1995)-  41 00 12.24219(N)    083 41 53.78854(W)     ADJUSTED  
 MC1365* NAVD 88     -       242.710  (meters)     796.29   (feet)  ADJUSTED  
 MC1365  ___________________________________________________________________
 MC1365  X           -     529,118.498 (meters)                     COMP
 MC1365  Y           -  -4,791,372.523 (meters)                     COMP
 MC1365  Z           -   4,162,844.201 (meters)                     COMP
 MC1365  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 MC1365  ELLIP HEIGHT-         207.27  (meters)          (10/07/05) GPS OBS
 MC1365  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC1365  DYNAMIC HT  -         242.594 (meters)     795.91  (feet)  COMP
 MC1365  MODELED GRAV-     980,136.9   (mgal)                       NAVD 88
 MC1365
 MC1365  HORZ ORDER  -  FIRST
 MC1365  VERT ORDER  -  FIRST     CLASS II
 MC1365  ELLP ORDER  -  FOURTH    CLASS I
 MC1365
 MC1365.The horizontal coordinates were established by classical geodetic methods
 MC1365.and adjusted by the National Geodetic Survey in April 1998..
 MC1365
 MC1365.The orthometric height was determined by differential leveling
 MC1365.and adjusted by the National Geodetic Survey in January 1994..
 MC1365
 MC1365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1365
 MC1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1365
 MC1365.The ellipsoidal height was determined by GPS observations
 MC1365.and is referenced to NAD 83.
 MC1365
 MC1365.The geoid height was determined by GEOID03.
 MC1365
 MC1365.The dynamic height is computed by dividing the NAVD 88
 MC1365.geopotential number by the normal gravity value computed on the
 MC1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1365.degrees latitude (g = 980.6199 gals.).
 MC1365
 MC1365.The modeled gravity was interpolated from observed gravity values.
 MC1365
 MC1365;                    North         East     Units Scale Factor Converg.
 MC1365;SPC OH N     -   149,131.209   499,197.371   MT  0.99993977   -0 47 13.9
 MC1365;UTM  17      - 4,542,641.833   273,070.817   MT  1.00023386   -1 46 16.0
 MC1365
 MC1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1365!SPC OH N     -   0.99996749  x   0.99993977  =   0.99990726
 MC1365!UTM  17      -   0.99996749  x   1.00023386  =   1.00020134
 MC1365
 MC1365|---------------------------------------------------------------------|
 MC1365| PID    Reference Object                     Distance      Geod. Az  |
 MC1365|                                                           dddmmss.s |
 MC1365| MC1697 CHURCH RM 1                          38.060 METERS 03015     |
 MC1365| CE6058 FINDLAY POWELL MEM CH SPIRE                        0401228.0 |
 MC1365| MC1360 FINDLAY HANCOCK BLDG CLOCK TWR      APPROX. 5.6 KM 0452318.3 |
 MC1365| MC1367 FINDLAY FINDLAY AIRPORT BEACON      APPROX. 3.2 KM 0510252.0 |
 MC1365| MC1364 FINDLAY RADIO STA WFIN MAST         APPROX. 5.3 KM 0834003.6 |
 MC1365| MC1698 CHURCH RM 2                          50.228 METERS 19411     |
 MC1365| MC1696 CHURCH AZ MK                                       2320314.9 |
 MC1365| KZ2109 RAWSON MUNICIPAL TANK               APPROX. 9.0 KM 2332259.0 |
 MC1365| MC1373 MC COMB MUNICIPAL TANK              APPROX.14.0 KM 3252534.4 |
 MC1365|---------------------------------------------------------------------|
 MC1365
 MC1365                          SUPERSEDED SURVEY CONTROL
 MC1365
 MC1365  ELLIP H (04/01/98)  207.31   (m)                       GP(       ) 4 1
 MC1365  NAD 83(1986)-  41 00 12.25225(N)    083 41 53.79963(W) AD(       ) 1
 MC1365  NAD 27      -  41 00 12.05900(N)    083 41 54.03900(W) AD(       ) 1
 MC1365  NAVD 88 (07/20/95)  242.71   (m)          796.3    (f) LEVELING    3  
 MC1365  NGVD 29 (07/19/86)  242.89   (m)          796.9    (f) LEVELING    3  
 MC1365
 MC1365.Superseded values are not recommended for survey control.
 MC1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1365.See file dsdata.txt to determine how the superseded data were derived.
 MC1365
 MC1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7307142642(NAD 83)
 MC1365_MARKER: DD = SURVEY DISK
 MC1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1365_SP_SET: CONCRETE POST
 MC1365_STAMPING: CHURCH 1943
 MC1365_MARK LOGO: CGS   
 MC1365_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1365+STABILITY: SURFACE MOTION
 MC1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1365+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1994
 MC1365
 MC1365  HISTORY     - Date     Condition        Report By
 MC1365  HISTORY     - 1943     MONUMENTED       CGS
 MC1365  HISTORY     - 1943     GOOD             CGS
 MC1365  HISTORY     - 19891212 GOOD             OHDT
 MC1365  HISTORY     - 19900213 GOOD
 MC1365  HISTORY     - 19930712 GOOD             NGS
 MC1365  HISTORY     - 19940824 GOOD             OH-063
 MC1365
 MC1365                          STATION DESCRIPTION
 MC1365
 MC1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1365'STATION IS LOCATED ON THE SE CORNER OF U.S. HIGHWAY 25 AND A GRAVEL
 MC1365'CROSS ROAD ABOUT 3.5 MILES SW OF
 MC1365'FINDLAY.  IT IS 77.5 FEET SE OF THE TWO ROADS, 43
 MC1365'FEET E OF THE N-S FENCELINE AND
 MC1365'42.5 FEET S OF AN E-W FENCELINE.
 MC1365'THE DISK IS STAMPED CHURCH 1943.
 MC1365'
 MC1365'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MC1365'DISKS SET IN
 MC1365'CONCRETE.
 MC1365'
 MC1365'REFERENCE MARK 1 IS 124.87 FEET NE OF THE STATION, 33 FEET
 MC1365'SE OF CENTER LINE
 MC1365'OF U.S. HIGHWAY 25 AND 59.0 FEET NE OF A POLE.
 MC1365'THE DISK IS STAMPED CHURCH NO 1
 MC1365'1943.
 MC1365'
 MC1365'REFERENCE MARK 2 IS 164.79 FEET SSW OF THE STATION, 1.0 FOOT
 MC1365'E OF A N-S
 MC1365'FENCELINE, 21 FEET E OF THE CENTER OF THE ROAD AND 15.5
 MC1365'FEET S OF A
 MC1365'POWER-TRANSMISSION LINE POLE.  THE DISK IS STAMPED
 MC1365'CHURCH NO 2 1943.
 MC1365'
 MC1365'AZIMUTH MARK IS ABOUT 0.35 MILE SW OF THE STATION ON THE SE
 MC1365'SIDE OF U.S.
 MC1365'HIGHWAY 25, 1.5 FEET NE OF A STANDARD REFERENCE POST
 MC1365'AND 30.2 FEET SE OF CENTER LINE
 MC1365'OF THE HIGHWAY.  THE DISK IS
 MC1365'STAMPED CHURCH 1943.
 MC1365'
 MC1365'TO REACH THE STATION FROM THE COURTHOUSE IN THE CITY OF
 MC1365'FINDLAY, GO S ON
 MC1365'U.S. HIGHWAY 25 FOR 3.7 MILES TO CROSS ROAD AND
 MC1365'STATION ON THE NE CORNER.  CONTINUE
 MC1365'ON HIGHWAY 25 FOR 0.35 MILE
 MC1365'TO AZIMUTH MARK ON THE LEFT.
 MC1365'
 MC1365'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MC1365
 MC1365                          STATION RECOVERY (1943)
 MC1365
 MC1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 MC1365'RECOVERED IN GOOD CONDITION.
 MC1365
 MC1365                          STATION RECOVERY (1989)
 MC1365
 MC1365'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 MC1365'THE STATION MARK CONCRETE HAS GOUGES IN THE CONCRETE AND HAS PROBABLY
 MC1365'BEEN STRUCK BY FARM EQUIPMENT. IT SEEMS TO BE LEANING TO THE
 MC1365'SOUTHWEST.  NO ATTEMPT WAS MADE TO RECOVER THE UNDERGROUND MARK.
 MC1365'REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED. THEY HAVE BEEN DAMAGED
 MC1365'BY MACHINERY AND THE DISKS ARE MISSING.  THE AZ MK WAS FOUND IN GOOD
 MC1365'CONDITION.  NO CHECK COULD BE MADE ON THE STABILITY OF THE STATION
 MC1365'FROM THE REMAINING REFERENCE DATA.
 MC1365'THE 1943 DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE FOLLOWING
 MC1365'ADDITIONS.  IT IS SET FLUSH WITH THE GROUND AND 1.0 FT (0.3 M)
 MC1365'NORTHWEST OF A METAL WITNESS POST.
 MC1365'STATION IS LOCATED ON THE SE CORNER OF U.S. HIGHWAY 25 AND A GRAVEL
 MC1365'CROSS ROAD ABOUT 3.5 MILES SW OF
 MC1365'FINDLAY.  IT IS 77.5 FEET SE OF THE TWO ROADS, 43
 MC1365'FEET E OF THE N-S FENCELINE AND
 MC1365'42.5 FEET S OF AN E-W FENCELINE.
 MC1365'THE DISK IS STAMPED CHURCH 1943.
 MC1365
 MC1365                          STATION RECOVERY (1990)
 MC1365
 MC1365'RECOVERED 1990
 MC1365'RECOVERED IN GOOD CONDITION.
 MC1365
 MC1365                          STATION RECOVERY (1993)
 MC1365
 MC1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC1365'3.8 KM (2.35 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 MC1365'JUNCTION OF STATE HIGHWAY 224 IN FINDLAY (EXIT 159), THENCE 1.2 KM
 MC1365'(0.75 MI) EASTERLY ALONG AN EXIT RAMP (EXIT 156), THENCE 3.4 KM (2.10
 MC1365'MI) SOUTHERLY ALONG LIMA AVENUE (COUNTY ROAD 313), 23.8 M (78.1 FT)
 MC1365'SOUTHEAST OF THE CENTERLINE OF THE AVENUE, 19.4 M (63.6 FT) EAST OF
 MC1365'THE CENTERLINE OF COUNTY ROAD 9, 14.5 M (47.6 FT) SOUTHEAST OF A
 MC1365'T-JUNCTION UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 MC1365'AVENUE, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT
 MC1365'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 MC1365
 MC1365                          STATION RECOVERY (1994)
 MC1365
 MC1365'RECOVERY NOTE BY HANCOCK COUNTY OHIO 1994 (TM)
 MC1365'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2157 ***********************************************************************
 JX2157  DESIGNATION -  CHURCHTOWN CATH CHURCH SPIRE
 JX2157  PID         -  JX2157
 JX2157  STATE/COUNTY-  OH/WASHINGTON
 JX2157  USGS QUAD   -  FLEMING (1994)
 JX2157
 JX2157                         *CURRENT SURVEY CONTROL
 JX2157  ___________________________________________________________________
 JX2157* NAD 83(1995)-  39 27 59.19023(N)    081 32 41.19671(W)     ADJUSTED  
 JX2157* NAVD 88     -                                                        
 JX2157  ___________________________________________________________________
 JX2157  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 JX2157  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JX2157
 JX2157  HORZ ORDER  -  THIRD
 JX2157
 JX2157.The horizontal coordinates were established by classical geodetic methods
 JX2157.and adjusted by the National Geodetic Survey in April 1998..
 JX2157
 JX2157
 JX2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2157
 JX2157.The geoid height was determined by GEOID03.
 JX2157
 JX2157;                    North         East     Units Scale Factor Converg.
 JX2157;SPC OH S     -   163,229.441   682,194.787   MT  0.99993693   +0 36 22.0
 JX2157;SPC WV N     -   109,293.628   424,062.144   MT  0.99994460   -1 18 14.8
 JX2157;UTM  17      - 4,368,681.811   453,137.969   MT  0.99962704   -0 20 46.6
 JX2157
 JX2157                          SUPERSEDED SURVEY CONTROL
 JX2157
 JX2157  NAD 83(1986)-  39 27 59.19451(N)    081 32 41.20403(W) AD(       ) 4
 JX2157  NAD 27      -  39 27 58.92100(N)    081 32 41.75000(W) AD(       ) 3
 JX2157
 JX2157.Superseded values are not recommended for survey control.
 JX2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2157.See file dsdata.txt to determine how the superseded data were derived.
 JX2157
 JX2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5313868682(NAD 83)
 JX2157_MARKER: 90 = CHURCH SPIRE
 JX2157
 JX2157  HISTORY     - Date     Condition        Report By
 JX2157  HISTORY     - 1944     FIRST OBSERVED   CGS
 JX2157
 JX2157                          STATION DESCRIPTION
 JX2157
 JX2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2157'STATION IS THE TALL BRICK-AND-SLATE SPIRE ATOP A
 JX2157'RED BRICK CHURCH.
 JX2157'IT IS LOCATED ON THE S SIDE OF STATE HIGHWAY
 JX2157'576 AND ABOUT 7 MILES NW OF MARIETTA.
 JX2157'THE CHURCH IS KNOWN
 JX2157'AS THE CHURCHTOWN CATHOLIC CHURCH.
 JX2157'
 JX2157'THE POINT OBSERVED ON WAS THE GOLD CROSS ON TOP OF THE
 JX2157'SPIRE.
 JX2157'
 JX2157'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 7 AND 576
 JX2157'IN MARIETTA, GO NW
 JX2157'ON HIGHWAY 576 FOR 7 MILES TO THE CHURCH ON
 JX2157'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0978 ***********************************************************************
 JZ0978  DESIGNATION -  CIN 603
 JZ0978  PID         -  JZ0978
 JZ0978  STATE/COUNTY-  OH/BUTLER
 JZ0978  USGS QUAD   -  SHANDON (1981)
 JZ0978
 JZ0978                         *CURRENT SURVEY CONTROL
 JZ0978  ___________________________________________________________________
 JZ0978* NAD 83(1986)-  39 19 33.     (N)    084 42 52.     (W)     SCALED    
 JZ0978* NAVD 88     -       183.606  (meters)     602.38   (feet)  ADJUSTED  
 JZ0978  ___________________________________________________________________
 JZ0978  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 JZ0978  DYNAMIC HT  -         183.500 (meters)     602.03  (feet)  COMP
 JZ0978  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 JZ0978
 JZ0978  VERT ORDER  -  SECOND    CLASS 0
 JZ0978
 JZ0978.The horizontal coordinates were scaled from a topographic map and have
 JZ0978.an estimated accuracy of +/- 6 seconds.
 JZ0978
 JZ0978.The orthometric height was determined by differential leveling
 JZ0978.and adjusted by the National Geodetic Survey in June 1991..
 JZ0978
 JZ0978.The geoid height was determined by GEOID03.
 JZ0978
 JZ0978.The dynamic height is computed by dividing the NAVD 88
 JZ0978.geopotential number by the normal gravity value computed on the
 JZ0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0978.degrees latitude (g = 980.6199 gals.).
 JZ0978
 JZ0978.The modeled gravity was interpolated from observed gravity values.
 JZ0978
 JZ0978;                    North         East    Units  Estimated Accuracy
 JZ0978;SPC OH S     -   149,530.      409,090.      MT  (+/- 180 meters Scaled)
 JZ0978
 JZ0978                          SUPERSEDED SURVEY CONTROL
 JZ0978
 JZ0978  NGVD 29 (??/??/92)  183.789  (m)          602.98   (f) ADJ UNCH    2 0
 JZ0978
 JZ0978.Superseded values are not recommended for survey control.
 JZ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0978.See file dsdata.txt to determine how the superseded data were derived.
 JZ0978
 JZ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ970554(NAD 83)
 JZ0978_MARKER: DD = SURVEY DISK
 JZ0978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0978_SP_SET: WATER TABLE
 JZ0978_STAMPING: CIN 603
 JZ0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0978
 JZ0978  HISTORY     - Date     Condition        Report By
 JZ0978  HISTORY     - UNK      MONUMENTED       USGS
 JZ0978  HISTORY     - 1947     GOOD             NGS
 JZ0978
 JZ0978                          STATION DESCRIPTION
 JZ0978
 JZ0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0978'AT SHANDON.
 JZ0978'AT SHANDON, SET VERTICALLY IN THE NORTHEAST FACE OF THE STONE
 JZ0978'WATER TABLE AT THE NORTH CORNER OF THE BRICK COMMUNITY BUILDING
 JZ0978'(FORMERLY A SCHOOL BUILDING), 1.9 FEET SOUTHEAST OF THE NORTHEAST
 JZ0978'CORNER AND 2.7 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3180 ***********************************************************************
 JZ3180  DESIGNATION -  CINCINNATI ALUM INDUSTRIES TK
 JZ3180  PID         -  JZ3180
 JZ3180  STATE/COUNTY-  OH/HAMILTON
 JZ3180  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3180
 JZ3180                         *CURRENT SURVEY CONTROL
 JZ3180  ___________________________________________________________________
 JZ3180* NAD 83(1995)-  39 08 39.64531(N)    084 37 28.85514(W)     ADJUSTED  
 JZ3180* NAVD 88     -                                                        
 JZ3180  ___________________________________________________________________
 JZ3180  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 JZ3180  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ3180
 JZ3180  HORZ ORDER  -  THIRD
 JZ3180
 JZ3180.The horizontal coordinates were established by classical geodetic methods
 JZ3180.and adjusted by the National Geodetic Survey in April 1998..
 JZ3180
 JZ3180
 JZ3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3180
 JZ3180.The geoid height was determined by GEOID03.
 JZ3180
 JZ3180;                    North         East     Units Scale Factor Converg.
 JZ3180;SPC OH S     -   129,198.132   416,348.108   MT  0.99994464   -1 20 53.3
 JZ3180;UTM  16      - 4,335,481.992   705,276.451   MT  1.00011888   +1 30 00.0
 JZ3180
 JZ3180                          SUPERSEDED SURVEY CONTROL
 JZ3180
 JZ3180  NAD 83(1995)-  39 08 39.65128(N)    084 37 28.86252(W) AD(       ) 4
 JZ3180  NAD 83(1986)-  39 08 39.64904(N)    084 37 28.86558(W) AD(       ) 4
 JZ3180  NAD 27      -  39 08 39.43600(N)    084 37 29.06100(W) AD(       ) 3
 JZ3180
 JZ3180.Superseded values are not recommended for survey control.
 JZ3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3180.See file dsdata.txt to determine how the superseded data were derived.
 JZ3180
 JZ3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0527635482(NAD 83)
 JZ3180_MARKER: 51 = TANK
 JZ3180
 JZ3180  HISTORY     - Date     Condition        Report By
 JZ3180  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3180  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ3180
 JZ3180                          STATION DESCRIPTION
 JZ3180
 JZ3180'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3180'THE STATION IS LOCATED ON THE PROPERTY OF THE ALUMINUM INDUSTRIES ON
 JZ3180'WERK ROAD IN THE BRIDGETOWN SECTION OF CITY OF CINCINNATI, OHIO.
 JZ3180'0.4 MILES WEST OF BRIDGETOWN ROAD. THE TANK IS OF STEEL CONSTRUCTION,
 JZ3180'FOUR 4 TRUSS, AND 123 FEET HIGH. IT IS PAINTED ALUMINUM AND IS
 JZ3180'LETTERED ON THE SIDE OF TANK, THE ALUMINUM INDUSTRIES. IT IS 0.2
 JZ3180'MILES NORTH OF CL OF WERK ROAD, 89.9 FEET EAST OF WIRE FENCE
 JZ3180'RUNNING NORTH AND SOUTH INCLOSING LOT ON WHICH TANK SETS. THE POINT
 JZ3180'INTERSECTED WAS THE CENTER OF THE TOP OF THE WATER TANK.
 JZ3180
 JZ3180                          STATION RECOVERY (2004)
 JZ3180
 JZ3180'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ3180'TOWER NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3198 ***********************************************************************
 JZ3198  DESIGNATION -  CINCINNATI ANTHONY MONASTERY
 JZ3198  PID         -  JZ3198
 JZ3198  STATE/COUNTY-  OH/HAMILTON
 JZ3198  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3198
 JZ3198                         *CURRENT SURVEY CONTROL
 JZ3198  ___________________________________________________________________
 JZ3198* NAD 83(1995)-  39 10 37.99327(N)    084 33 40.81087(W)     ADJUSTED  
 JZ3198* NAVD 88     -                                                        
 JZ3198  ___________________________________________________________________
 JZ3198  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JZ3198  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JZ3198
 JZ3198  HORZ ORDER  -  THIRD
 JZ3198
 JZ3198.The horizontal coordinates were established by classical geodetic methods
 JZ3198.and adjusted by the National Geodetic Survey in April 1998..
 JZ3198
 JZ3198
 JZ3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3198
 JZ3198.The geoid height was determined by GEOID03.
 JZ3198
 JZ3198;                    North         East     Units Scale Factor Converg.
 JZ3198;SPC OH S     -   132,719.732   421,905.875   MT  0.99994241   -1 18 28.6
 JZ3198;UTM  16      - 4,339,276.164   710,653.353   MT  1.00014642   +1 32 28.0
 JZ3198
 JZ3198                          SUPERSEDED SURVEY CONTROL
 JZ3198
 JZ3198  NAD 83(1995)-  39 10 37.99934(N)    084 33 40.81828(W) AD(       ) 4
 JZ3198  NAD 83(1986)-  39 10 37.99703(N)    084 33 40.82140(W) AD(       ) 4
 JZ3198  NAD 27      -  39 10 37.78600(N)    084 33 41.02100(W) AD(       ) 3
 JZ3198
 JZ3198.Superseded values are not recommended for survey control.
 JZ3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3198.See file dsdata.txt to determine how the superseded data were derived.
 JZ3198
 JZ3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1065339276(NAD 83)
 JZ3198_MARKER: 91 = CHURCH CROSS
 JZ3198
 JZ3198  HISTORY     - Date     Condition        Report By
 JZ3198  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3198
 JZ3198                          STATION DESCRIPTION
 JZ3198
 JZ3198'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3198'THIS IS AN INTERSECTION STATION.
 JZ3198'
 JZ3198'THE STATION IS LOCATED IN THE DISTRICT OF MT. AIRY, IN THE NORTHWEST
 JZ3198'SECTION OF GREATER CINCINNATI, AT 5000 COLERAIN AVE. THE BUILDING
 JZ3198'IS OF RED BRICK CONSTRUCTION, WITH WHITE FRAME STEEPLE. THE BUILDING
 JZ3198'FACES EAST AND WEST.
 JZ3198'
 JZ3198'THE POINT OF INTERSECTION WAS A WHITE CROSS ATOP THE STEEPLE OF THE
 JZ3198'MONASTERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3224 ***********************************************************************
 JZ3224  DESIGNATION -  CINCINNATI CHRIST HOSP DOME
 JZ3224  PID         -  JZ3224
 JZ3224  STATE/COUNTY-  OH/HAMILTON
 JZ3224  USGS QUAD   -  COVINGTON (1987)
 JZ3224
 JZ3224                         *CURRENT SURVEY CONTROL
 JZ3224  ___________________________________________________________________
 JZ3224* NAD 83(1995)-  39 07 17.15605(N)    084 30 37.02929(W)     ADJUSTED  
 JZ3224* NAVD 88     -                                                        
 JZ3224  ___________________________________________________________________
 JZ3224  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 JZ3224  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3224
 JZ3224  HORZ ORDER  -  THIRD
 JZ3224
 JZ3224.The horizontal coordinates were established by classical geodetic methods
 JZ3224.and adjusted by the National Geodetic Survey in April 1998..
 JZ3224
 JZ3224
 JZ3224.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3224
 JZ3224.The geoid height was determined by GEOID03.
 JZ3224
 JZ3224;                    North         East     Units Scale Factor Converg.
 JZ3224;SPC OH S     -   126,428.668   426,177.897   MT  0.99994638   -1 16 32.0
 JZ3224;SPC KY1Z     - 1,310,169.103 1,607,220.175   MT  1.00014142   +0 45 40.1
 JZ3224;SPC KY1Z     - 4,298,446.47  5,273,021.52   sFT  1.00014142   +0 45 40.1
 JZ3224;SPC KY N     -   180,014.458   477,490.376   MT  1.00002719   -0 09 42.9
 JZ3224;SPC KY N     -   590,597.43  1,566,566.34   sFT  1.00002719   -0 09 42.9
 JZ3224;UTM  16      - 4,333,203.840   715,233.669   MT  1.00017045   +1 34 17.5
 JZ3224
 JZ3224                          SUPERSEDED SURVEY CONTROL
 JZ3224
 JZ3224  NAD 83(1995)-  39 07 17.16217(N)    084 30 37.03657(W) AD(       ) 4
 JZ3224  NAD 83(1986)-  39 07 17.15994(N)    084 30 37.03973(W) AD(       ) 4
 JZ3224  NAD 27      -  39 07 16.94300(N)    084 30 37.24500(W) AD(       ) 3
 JZ3224
 JZ3224.Superseded values are not recommended for survey control.
 JZ3224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3224.See file dsdata.txt to determine how the superseded data were derived.
 JZ3224
 JZ3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1523433204(NAD 83)
 JZ3224_MARKER: 87 = DOME
 JZ3224
 JZ3224  HISTORY     - Date     Condition        Report By
 JZ3224  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3224  HISTORY     - 1965     GOOD             CGS
 JZ3224
 JZ3224                          STATION DESCRIPTION
 JZ3224
 JZ3224'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3224'THE STATION IS LOCATED AT 2139 AUBURN AVE. IN THE MT. AUBURN SECTION
 JZ3224'OF CINN., IN THE BLOCK BOUNDED BY AUBURN AVE.  FRONT, EARNSHAW
 JZ3224'AVE., GILMAN AVE., AND ALBIAN PLACE. THE DOME IS LIGHTED AND IS ABOUT
 JZ3224'300 FEET ABOVE THE LEVEL OF STREET. POINT OF INTERSECTION WAS
 JZ3224'THE HIGHTEST POINT OF DOME.
 JZ3224'THIS IS AN INTERSECTION STATION.
 JZ3224
 JZ3224                          STATION RECOVERY (1965)
 JZ3224
 JZ3224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 JZ3224'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3222 ***********************************************************************
 JZ3222  DESIGNATION -  CINCINNATI CITY HALL STEEPLE
 JZ3222  PID         -  JZ3222
 JZ3222  STATE/COUNTY-  OH/HAMILTON
 JZ3222  USGS QUAD   -  COVINGTON (1987)
 JZ3222
 JZ3222                         *CURRENT SURVEY CONTROL
 JZ3222  ___________________________________________________________________
 JZ3222* NAD 83(1995)-  39 06 14.37800(N)    084 31 08.76818(W)     ADJUSTED  
 JZ3222* NAVD 88     -                                                        
 JZ3222  ___________________________________________________________________
 JZ3222  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 JZ3222  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3222
 JZ3222  HORZ ORDER  -  THIRD
 JZ3222
 JZ3222.The horizontal coordinates were established by classical geodetic methods
 JZ3222.and adjusted by the National Geodetic Survey in April 1998..
 JZ3222
 JZ3222
 JZ3222.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3222
 JZ3222.The geoid height was determined by GEOID03.
 JZ3222
 JZ3222;                    North         East     Units Scale Factor Converg.
 JZ3222;SPC OH S     -   124,510.298   425,372.422   MT  0.99994781   -1 16 52.2
 JZ3222;UTM  16      - 4,331,247.400   714,524.309   MT  1.00016669   +1 33 55.3
 JZ3222
 JZ3222                          SUPERSEDED SURVEY CONTROL
 JZ3222
 JZ3222  NAD 83(1995)-  39 06 14.38408(N)    084 31 08.77531(W) AD(       ) 4
 JZ3222  NAD 83(1986)-  39 06 14.38186(N)    084 31 08.77852(W) AD(       ) 4
 JZ3222  NAD 27      -  39 06 14.16400(N)    084 31 08.98300(W) AD(       ) 3
 JZ3222
 JZ3222.Superseded values are not recommended for survey control.
 JZ3222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3222.See file dsdata.txt to determine how the superseded data were derived.
 JZ3222
 JZ3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1452431247(NAD 83)
 JZ3222
 JZ3222  HISTORY     - Date     Condition        Report By
 JZ3222  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3222  HISTORY     - 1965     GOOD             CGS
 JZ3222  HISTORY     - 20031211 GOOD             GEOCAC
 JZ3222
 JZ3222                          STATION DESCRIPTION
 JZ3222
 JZ3222'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3222'STATION IS LOCATED AT CITY HALL OF CITY OF CINCINNATI, WHICH IS BOUND
 JZ3222'BY NINTH ST., EIGHTH ST., PLUM ST., AND CENTRAL AVE.
 JZ3222'
 JZ3222'POINT INTERSECTED WAS CROSS ON TOP OF STEEPLE, WHICH IS 253 FEET
 JZ3222'HIGH.
 JZ3222'
 JZ3222'OFFICE NOTE- PROBABLY THE SAME STATION AS CITY HALL, 1912.
 JZ3222'
 JZ3222'THIS IS AN INTERSECTION STATION
 JZ3222
 JZ3222                          STATION RECOVERY (1965)
 JZ3222
 JZ3222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 JZ3222'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JZ3222
 JZ3222                          STATION RECOVERY (2003)
 JZ3222
 JZ3222'RECOVERY NOTE BY GEOCACHING 2003
 JZ3222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3128 ***********************************************************************
 JZ3128  DESIGNATION -  CINCINNATI EDEN PARK WATER TOWER
 JZ3128  PID         -  JZ3128
 JZ3128  STATE/COUNTY-  OH/HAMILTON
 JZ3128  USGS QUAD   -  NEWPORT (1987)
 JZ3128
 JZ3128                         *CURRENT SURVEY CONTROL
 JZ3128  ___________________________________________________________________
 JZ3128* NAD 83(1995)-  39 07 02.21998(N)    084 29 24.81598(W)     ADJUSTED  
 JZ3128* NAVD 88     -                                                        
 JZ3128  ___________________________________________________________________
 JZ3128  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 JZ3128  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3128
 JZ3128  HORZ ORDER  -  THIRD
 JZ3128
 JZ3128.The horizontal coordinates were established by classical geodetic methods
 JZ3128.and adjusted by the National Geodetic Survey in April 1998..
 JZ3128
 JZ3128
 JZ3128.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3128
 JZ3128.The geoid height was determined by GEOID03.
 JZ3128
 JZ3128;                    North         East     Units Scale Factor Converg.
 JZ3128;SPC OH S     -   125,929.780   427,901.914   MT  0.99994671   -1 15 46.2
 JZ3128;SPC KY1Z     - 1,309,731.711 1,608,961.170   MT  1.00013984   +0 46 24.4
 JZ3128;SPC KY1Z     - 4,297,011.46  5,278,733.44   sFT  1.00013984   +0 46 24.4
 JZ3128;SPC KY N     -   179,549.131   479,223.903   MT  1.00002637   -0 08 58.0
 JZ3128;SPC KY N     -   589,070.77  1,572,253.76   sFT  1.00002637   -0 08 58.0
 JZ3128;UTM  16      - 4,332,791.104   716,980.737   MT  1.00017975   +1 35 02.6
 JZ3128
 JZ3128                          SUPERSEDED SURVEY CONTROL
 JZ3128
 JZ3128  NAD 83(1995)-  39 07 02.22608(N)    084 29 24.82326(W) AD(       ) 4
 JZ3128  NAD 83(1986)-  39 07 02.22376(N)    084 29 24.82648(W) AD(       ) 4
 JZ3128  NAD 27      -  39 07 02.00700(N)    084 29 25.03300(W) AD(       ) 3
 JZ3128
 JZ3128.Superseded values are not recommended for survey control.
 JZ3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3128.See file dsdata.txt to determine how the superseded data were derived.
 JZ3128
 JZ3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1698132791(NAD 83)
 JZ3128_MARKER: 54 = WATER TOWER
 JZ3128
 JZ3128  HISTORY     - Date     Condition        Report By
 JZ3128  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3128  HISTORY     - 1984     GOOD             USPSQD
 JZ3128  HISTORY     - 20030705 GOOD             GEOCAC
 JZ3128
 JZ3128                          STATION DESCRIPTION
 JZ3128
 JZ3128'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3128'STATION IS LOCATED AT INTERSECTION OF ST. PAUL AND ALPINE ST. IN EDEN
 JZ3128'PARK.  A RED BRICK STRUCTURE 145 FEET HIGH (NOT IN USE AT
 JZ3128'PRESENT).  POINT INTERSECTED WAS CL OF TOP OF WATER TOWER.
 JZ3128
 JZ3128                          STATION RECOVERY (1984)
 JZ3128
 JZ3128'RECOVERY NOTE BY US POWER SQUADRON 1984 (LCN)
 JZ3128'WATER TOWER STILL IN PLACE.
 JZ3128
 JZ3128                          STATION RECOVERY (2003)
 JZ3128
 JZ3128'RECOVERY NOTE BY GEOCACHING 2003
 JZ3128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3202 ***********************************************************************
 JZ3202  DESIGNATION -  CINCINNATI GENERAL HOSP STK
 JZ3202  PID         -  JZ3202
 JZ3202  STATE/COUNTY-  OH/HAMILTON
 JZ3202  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3202
 JZ3202                         *CURRENT SURVEY CONTROL
 JZ3202  ___________________________________________________________________
 JZ3202* NAD 83(1995)-  39 08 16.13945(N)    084 30 17.91739(W)     ADJUSTED  
 JZ3202* NAVD 88     -                                                        
 JZ3202  ___________________________________________________________________
 JZ3202  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 JZ3202  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3202
 JZ3202  HORZ ORDER  -  THIRD
 JZ3202
 JZ3202.The horizontal coordinates were established by classical geodetic methods
 JZ3202.and adjusted by the National Geodetic Survey in April 1998..
 JZ3202
 JZ3202
 JZ3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3202
 JZ3202.The geoid height was determined by GEOID03.
 JZ3202
 JZ3202;                    North         East     Units Scale Factor Converg.
 JZ3202;SPC OH S     -   128,236.864   426,677.241   MT  0.99994512   -1 16 19.9
 JZ3202;SPC KY1Z     - 1,311,994.266 1,607,655.030   MT  1.00014771   +0 45 51.8
 JZ3202;SPC KY1Z     - 4,304,434.52  5,274,448.21   sFT  1.00014771   +0 45 51.8
 JZ3202;SPC KY N     -   181,832.168   477,954.523   MT  1.00003050   -0 09 31.0
 JZ3202;SPC KY N     -   596,561.04  1,568,089.13   sFT  1.00003050   -0 09 31.0
 JZ3202;UTM  16      - 4,335,035.022   715,642.667   MT  1.00017261   +1 34 31.6
 JZ3202
 JZ3202                          SUPERSEDED SURVEY CONTROL
 JZ3202
 JZ3202  NAD 83(1995)-  39 08 16.14559(N)    084 30 17.92468(W) AD(       ) 4
 JZ3202  NAD 83(1986)-  39 08 16.14375(N)    084 30 17.92825(W) AD(       ) 4
 JZ3202  NAD 27      -  39 08 15.92900(N)    084 30 18.13400(W) AD(       ) 3
 JZ3202
 JZ3202.Superseded values are not recommended for survey control.
 JZ3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3202.See file dsdata.txt to determine how the superseded data were derived.
 JZ3202
 JZ3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1564335035(NAD 83)
 JZ3202_MARKER: 63 = STACK
 JZ3202
 JZ3202  HISTORY     - Date     Condition        Report By
 JZ3202  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3202
 JZ3202                          STATION DESCRIPTION
 JZ3202
 JZ3202'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3202'THIS IS AN INTERSECTION STATION.
 JZ3202'
 JZ3202'THE STATION IS LOCATED IN THE MT. AUBURN SECTION OF CINCINNATI ON
 JZ3202'BURNET AVE., BETWEEN MELISH AVE. AND ROCKDALE AVE. THE HOSPITAL
 JZ3202'FACES EAST ON BURNET AVE., AND IS CONSTRUCTED OF BUFF BRICK. THE
 JZ3202'POINT INTERSECTED WAS THE CL OF THE STACK IN THE REAR (SOUTH
 JZ3202'END) OF BUILDING. STACK IS ABOUT 300 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3263 ***********************************************************************
 JZ3263  DESIGNATION -  CINCINNATI INDIANAP AWY BN 1
 JZ3263  PID         -  JZ3263
 JZ3263  STATE/COUNTY-  OH/HAMILTON
 JZ3263  USGS QUAD   -  HARRISON (1996)
 JZ3263
 JZ3263                         *CURRENT SURVEY CONTROL
 JZ3263  ___________________________________________________________________
 JZ3263* NAD 83(1995)-  39 15 17.35260(N)    084 46 25.74300(W)     ADJUSTED  
 JZ3263* NAVD 88     -                                                        
 JZ3263  ___________________________________________________________________
 JZ3263  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 JZ3263  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ3263
 JZ3263  HORZ ORDER  -  THIRD
 JZ3263
 JZ3263.The horizontal coordinates were established by classical geodetic methods
 JZ3263.and adjusted by the National Geodetic Survey in April 1998..
 JZ3263
 JZ3263
 JZ3263.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3263
 JZ3263.The geoid height was determined by GEOID03.
 JZ3263
 JZ3263;                    North         East     Units Scale Factor Converg.
 JZ3263;SPC OH S     -   141,772.257   403,768.656   MT  0.99993845   -1 26 34.0
 JZ3263;SPC IN E     -   445,164.918   177,064.181   MT  1.00003976   +0 33 54.0
 JZ3263;SPC IN E     - 1,460,511.90    580,918.07   sFT  1.00003976   +0 33 54.0
 JZ3263;UTM  16      - 4,347,416.816   692,085.431   MT  1.00005432   +1 24 32.7
 JZ3263
 JZ3263                          SUPERSEDED SURVEY CONTROL
 JZ3263
 JZ3263  NAD 83(1995)-  39 15 17.35816(N)    084 46 25.75050(W) AD(       ) 4
 JZ3263  NAD 83(1986)-  39 15 17.35654(N)    084 46 25.75340(W) AD(       ) 4
 JZ3263  NAD 27      -  39 15 17.16300(N)    084 46 25.93200(W) AD(       ) 3
 JZ3263
 JZ3263.Superseded values are not recommended for survey control.
 JZ3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3263.See file dsdata.txt to determine how the superseded data were derived.
 JZ3263
 JZ3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9208547417(NAD 83)
 JZ3263_MARKER: 22 = AIRWAY BEACON
 JZ3263
 JZ3263  HISTORY     - Date     Condition        Report By
 JZ3263  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3263
 JZ3263                          STATION DESCRIPTION
 JZ3263
 JZ3263'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3263'THIS IS AN INTERSECTION STATION.
 JZ3263'
 JZ3263'STATION IS LOCATED ABOUT 2 MILES FROM HARRISON AND 1 AND 1/2 MILES
 JZ3263'NORTH OF U.S. HIGHWAY 52.
 JZ3263'
 JZ3263'THE LAMP IS ONE LENS, ROTATING BEACON, FLASHING WHITE. THE TOWER,
 JZ3263'FOUR-LEGGED, IS 75 FEET HIGH AND IS PAINTED ORANGE AND WHITE.
 JZ3263'THERE ARE SMALL RED LAMPS ON THE RAIL OF THE TOWER WHICH FLASH RED
 JZ3263'SIGNALS.
 JZ3263'
 JZ3263'THE POINT INTERSECTED WAS THE LAMP OF THE ROTATING BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3144 ***********************************************************************
 JZ3144  DESIGNATION -  CINCINNATI LONGVIEW PWRHSE STK
 JZ3144  PID         -  JZ3144
 JZ3144  STATE/COUNTY-  OH/HAMILTON
 JZ3144  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3144
 JZ3144                         *CURRENT SURVEY CONTROL
 JZ3144  ___________________________________________________________________
 JZ3144* NAD 83(1995)-  39 11 35.35563(N)    084 28 43.39301(W)     ADJUSTED  
 JZ3144* NAVD 88     -                                                        
 JZ3144  ___________________________________________________________________
 JZ3144  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 JZ3144  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3144
 JZ3144  HORZ ORDER  -  THIRD
 JZ3144
 JZ3144.The horizontal coordinates were established by classical geodetic methods
 JZ3144.and adjusted by the National Geodetic Survey in April 1998..
 JZ3144
 JZ3144
 JZ3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3144
 JZ3144.The geoid height was determined by GEOID03.
 JZ3144
 JZ3144;                    North         East     Units Scale Factor Converg.
 JZ3144;SPC OH S     -   134,328.501   429,081.282   MT  0.99994145   -1 15 19.9
 JZ3144;UTM  16      - 4,341,240.062   717,741.501   MT  1.00018381   +1 35 38.1
 JZ3144
 JZ3144                          SUPERSEDED SURVEY CONTROL
 JZ3144
 JZ3144  NAD 83(1995)-  39 11 35.36184(N)    084 28 43.40044(W) AD(       ) 4
 JZ3144  NAD 83(1986)-  39 11 35.35913(N)    084 28 43.40309(W) AD(       ) 4
 JZ3144  NAD 27      -  39 11 35.14700(N)    084 28 43.60900(W) AD(       ) 3
 JZ3144
 JZ3144.Superseded values are not recommended for survey control.
 JZ3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3144.See file dsdata.txt to determine how the superseded data were derived.
 JZ3144
 JZ3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1774241240(NAD 83)
 JZ3144_MARKER: 63 = STACK
 JZ3144
 JZ3144  HISTORY     - Date     Condition        Report By
 JZ3144  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3144
 JZ3144                          STATION DESCRIPTION
 JZ3144
 JZ3144'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3144'THE STATION IA LOCATED IN THE NORTHERN PART OF CINCINNATI, IN THE
 JZ3144'DISTRICT OF CARTHAGE.  IT IS ON THE PROPERTY OF THE LONGVIEW STATE
 JZ3144'HOSPITAL, IN THE NORTHWEST CORNER OF THE GROUND, ABOUT 400 YARDS WEST
 JZ3144'OF PADDOCK RD. (STATE HIGHWAY 4), AND ABOUT 100 FT. SOUTH OF 71ST.
 JZ3144'THE STACK IS OF RED BRICK CONSTRUCTION, AND IS ON THE SOUTH END
 JZ3144'OF THE POWERHOUSE. THE POINT OF INTERSECTION WAS THE CENTER OF THE
 JZ3144'TOP OF THE STACK.
 JZ3144'
 JZ3144'THIS IS AN INTERSECTION STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3139 ***********************************************************************
 JZ3139  DESIGNATION -  CINCINNATI NATIONAL DIST TK
 JZ3139  PID         -  JZ3139
 JZ3139  STATE/COUNTY-  OH/HAMILTON
 JZ3139  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3139
 JZ3139                         *CURRENT SURVEY CONTROL
 JZ3139  ___________________________________________________________________
 JZ3139* NAD 83(1995)-  39 11 48.01272(N)    084 28 30.58774(W)     ADJUSTED  
 JZ3139* NAVD 88     -                                                        
 JZ3139  ___________________________________________________________________
 JZ3139  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 JZ3139  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ3139
 JZ3139  HORZ ORDER  -  THIRD
 JZ3139
 JZ3139.The horizontal coordinates were established by classical geodetic methods
 JZ3139.and adjusted by the National Geodetic Survey in April 1998..
 JZ3139
 JZ3139
 JZ3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3139
 JZ3139.The geoid height was determined by GEOID03.
 JZ3139
 JZ3139;                    North         East     Units Scale Factor Converg.
 JZ3139;SPC OH S     -   134,711.986   429,397.019   MT  0.99994125   -1 15 11.8
 JZ3139;UTM  16      - 4,341,638.865   718,037.856   MT  1.00018540   +1 35 46.6
 JZ3139
 JZ3139                          SUPERSEDED SURVEY CONTROL
 JZ3139
 JZ3139  NAD 83(1995)-  39 11 48.01894(N)    084 28 30.59517(W) AD(       ) 4
 JZ3139  NAD 83(1986)-  39 11 48.01621(N)    084 28 30.59782(W) AD(       ) 4
 JZ3139  NAD 27      -  39 11 47.80300(N)    084 28 30.80400(W) AD(       ) 3
 JZ3139
 JZ3139.Superseded values are not recommended for survey control.
 JZ3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3139.See file dsdata.txt to determine how the superseded data were derived.
 JZ3139
 JZ3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1803841639(NAD 83)
 JZ3139_MARKER: 53 = ELEVATED TANK
 JZ3139
 JZ3139  HISTORY     - Date     Condition        Report By
 JZ3139  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3139  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JZ3139
 JZ3139                          STATION DESCRIPTION
 JZ3139
 JZ3139'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3139'THE STATION IS LOCATED IN THE NORTHERN PART OF CINCINNATI IN THE
 JZ3139'DISTRICT OF CARTHAGE, ABOUT 1000 FT. SOUTH OF THE SOUTH MAIN BUILDING
 JZ3139'OF NATIONAL DIST. CO.  IT IS A FOUR TRUSS STEEL TANK PAINTED YELLOW
 JZ3139'WITH THE NAME FLINTKOTE IN BLACK LETTERS.  THE POINT OF
 JZ3139'INTERSECTION WAS THE CENTER OF THE TOP OF THE TANK.
 JZ3139'
 JZ3139'SINCE OBSERVATIONS THE TANK HAS BEEN PAINTED WHITE WITH THE NAME,
 JZ3139'NATIONAL DIST. CO. PAINTED IN BLACK LETTERS.  IT IS NOW THE
 JZ3139'PROPERTY OF THE NATIONAL DIST. CO.
 JZ3139'
 JZ3139'THIS IS AN INTERSECTION STATION
 JZ3139
 JZ3139                          STATION RECOVERY (1988)
 JZ3139
 JZ3139'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHA)
 JZ3139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3140 ***********************************************************************
 JZ3140  DESIGNATION -  CINCINNATI OBSERVATORY
 JZ3140  PID         -  JZ3140
 JZ3140  STATE/COUNTY-  OH/HAMILTON
 JZ3140  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3140
 JZ3140                         *CURRENT SURVEY CONTROL
 JZ3140  ___________________________________________________________________
 JZ3140* NAD 83(1995)-  39 08 20.91698(N)    084 25 21.32447(W)     ADJUSTED  
 JZ3140* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 JZ3140  ___________________________________________________________________
 JZ3140  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 JZ3140  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3140
 JZ3140  HORZ ORDER  -  SECOND
 JZ3140
 JZ3140.The horizontal coordinates were established by classical geodetic methods
 JZ3140.and adjusted by the National Geodetic Survey in April 1998..
 JZ3140
 JZ3140.The orthometric height was scaled from a topographic map.
 JZ3140
 JZ3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3140
 JZ3140.The geoid height was determined by GEOID03.
 JZ3140
 JZ3140;                    North         East     Units Scale Factor Converg.
 JZ3140;SPC OH S     -   128,229.264   433,801.320   MT  0.99994502   -1 13 11.7
 JZ3140;SPC KY1Z     - 1,312,239.789 1,614,776.326   MT  1.00014822   +0 48 53.9
 JZ3140;SPC KY1Z     - 4,305,240.04  5,297,812.00   sFT  1.00014822   +0 48 53.9
 JZ3140;SPC KY N     -   181,962.970   485,078.014   MT  1.00003077   -0 06 26.5
 JZ3140;SPC KY N     -   596,990.18  1,591,460.12   sFT  1.00003077   -0 06 26.5
 JZ3140;UTM  16      - 4,335,381.431   722,760.082   MT  1.00021104   +1 37 39.2
 JZ3140
 JZ3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3140!SPC OH S     -   0.99996693  x   0.99994502  =   0.99991196
 JZ3140!SPC KY1Z     -   0.99996693  x   1.00014822  =   1.00011515
 JZ3140!SPC KY N     -   0.99996693  x   1.00003077  =   0.99999770
 JZ3140!UTM  16      -   0.99996693  x   1.00021104  =   1.00017797
 JZ3140
 JZ3140:                Primary Azimuth Mark                     Grid Az
 JZ3140:SPC OH S     -  ALEXANDRIA COURTHOUSE                    172 20 34.7
 JZ3140:SPC KY1Z     -  ALEXANDRIA COURTHOUSE                    170 18 29.1
 JZ3140:SPC KY N     -  ALEXANDRIA COURTHOUSE                    171 13 49.5
 JZ3140:UTM  16      -  ALEXANDRIA COURTHOUSE                    169 29 43.8
 JZ3140
 JZ3140|---------------------------------------------------------------------|
 JZ3140| PID    Reference Object                     Distance      Geod. Az  |
 JZ3140|                                                           dddmmss.s |
 JZ3140| HZ2379 ALEXANDRIA COURTHOUSE               APPROX.20.2 KM 1710723.0 |
 JZ3140| JZ3112 COLD SPRING CHURCH SPIRE            APPROX.12.7 KM 1894902.3 |
 JZ3140| JZ3221 LOOKOUT HOUSE                       APPROX.13.2 KM 2295050.7 |
 JZ3140|---------------------------------------------------------------------|
 JZ3140
 JZ3140                          SUPERSEDED SURVEY CONTROL
 JZ3140
 JZ3140  NAD 83(1995)-  39 08 20.92315(N)    084 25 21.33175(W) AD(       ) 2
 JZ3140  NAD 83(1986)-  39 08 20.92086(N)    084 25 21.33576(W) AD(       ) 2
 JZ3140  NAD 27      -  39 08 20.60300(N)    084 25 21.70500(W) AD(       ) 2
 JZ3140
 JZ3140.Superseded values are not recommended for survey control.
 JZ3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3140.See file dsdata.txt to determine how the superseded data were derived.
 JZ3140
 JZ3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2276035381(NAD 83)
 JZ3140_MARKER: Z = SEE DESCRIPTION
 JZ3140_SETTING: 0 = UNSPECIFIED SETTING
 JZ3140_MARK LOGO: CGS   
 JZ3140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3140
 JZ3140  HISTORY     - Date     Condition        Report By
 JZ3140  HISTORY     - 1889     MONUMENTED       CGS
 JZ3140  HISTORY     - 19971120 MARK NOT FOUND   USPSQD
 JZ3140
 JZ3140                          STATION DESCRIPTION
 JZ3140
 JZ3140'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (ATM)
 JZ3140'ON THE SOUTHWEST CORNER OF THE SQUARE OR CENTRAL PART OF THE
 JZ3140'CINCINNATI OBSERVATORY ON MOUNT LOOKOUT.  THE STATION IS JUST
 JZ3140'SOUTHWEST OF THE DOME AND IS MARKED BY A COPPER TACK SURROUNDED BY
 JZ3140'THREE OTHER TACKS IN THE FORM OF A TRIANGLE.
 JZ3140
 JZ3140                          STATION RECOVERY (1997)
 JZ3140
 JZ3140'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ3140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3213 ***********************************************************************
 JZ3213  DESIGNATION -  CINCINNATI RAD STA JBI FM MAST
 JZ3213  PID         -  JZ3213
 JZ3213  STATE/COUNTY-  OH/HAMILTON
 JZ3213  USGS QUAD   -  COVINGTON (1987)
 JZ3213
 JZ3213                         *CURRENT SURVEY CONTROL
 JZ3213  ___________________________________________________________________
 JZ3213* NAD 83(1995)-  39 06 17.77216(N)    084 33 25.14288(W)     ADJUSTED  
 JZ3213* NAVD 88     -                                                        
 JZ3213  ___________________________________________________________________
 JZ3213  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JZ3213  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3213
 JZ3213  HORZ ORDER  -  THIRD
 JZ3213
 JZ3213.The horizontal coordinates were established by classical geodetic methods
 JZ3213.and adjusted by the National Geodetic Survey in April 1998..
 JZ3213
 JZ3213
 JZ3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3213
 JZ3213.The geoid height was determined by GEOID03.
 JZ3213
 JZ3213;                    North         East     Units Scale Factor Converg.
 JZ3213;SPC OH S     -   124,688.883   422,099.051   MT  0.99994774   -1 18 18.7
 JZ3213;SPC KY1Z     - 1,308,285.062 1,603,204.985   MT  1.00013518   +0 43 56.9
 JZ3213;SPC KY1Z     - 4,292,265.24  5,259,848.35   sFT  1.00013518   +0 43 56.9
 JZ3213;SPC KY N     -   178,195.563   473,445.807   MT  1.00002395   -0 11 27.5
 JZ3213;SPC KY N     -   584,629.94  1,553,296.79   sFT  1.00002395   -0 11 27.5
 JZ3213;UTM  16      - 4,331,263.204   711,245.419   MT  1.00014950   +1 32 29.3
 JZ3213
 JZ3213                          SUPERSEDED SURVEY CONTROL
 JZ3213
 JZ3213  NAD 83(1995)-  39 06 17.77698(N)    084 33 25.15209(W) AD(       ) 4
 JZ3213  NAD 83(1986)-  39 06 17.76849(N)    084 33 25.16022(W) AD(       ) 4
 JZ3213  NAD 27      -  39 06 17.46156(N)    084 33 25.42277(W) AD(       ) 3
 JZ3213
 JZ3213.Superseded values are not recommended for survey control.
 JZ3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3213.See file dsdata.txt to determine how the superseded data were derived.
 JZ3213
 JZ3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1124531263(NAD 83)
 JZ3213_MARKER: 42 = RADIO/TV MAST
 JZ3213
 JZ3213  HISTORY     - Date     Condition        Report By
 JZ3213  HISTORY     - 1965     FIRST OBSERVED   KYHD
 JZ3213  HISTORY     - 20040124 GOOD             GEOCAC
 JZ3213
 JZ3213                          STATION DESCRIPTION
 JZ3213
 JZ3213'DESCRIBED BY KENTUCKY HIGHWAY DEPARTMENT 1965
 JZ3213'NO DESCRIPTION AVAILABLE. WEAK POSITION. USE WITH CAUTION.
 JZ3213
 JZ3213                          STATION RECOVERY (2004)
 JZ3213
 JZ3213'RECOVERY NOTE BY GEOCACHING 2004
 JZ3213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3123 ***********************************************************************
 JZ3123  DESIGNATION -  CINCINNATI STA X POL EMERG RAD
 JZ3123  PID         -  JZ3123
 JZ3123  STATE/COUNTY-  OH/HAMILTON
 JZ3123  USGS QUAD   -  NEWPORT (1987)
 JZ3123
 JZ3123                         *CURRENT SURVEY CONTROL
 JZ3123  ___________________________________________________________________
 JZ3123* NAD 83(1995)-  39 06 50.65149(N)    084 29 23.75389(W)     ADJUSTED  
 JZ3123* NAVD 88     -                                                        
 JZ3123  ___________________________________________________________________
 JZ3123  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 JZ3123  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3123
 JZ3123  HORZ ORDER  -  THIRD
 JZ3123
 JZ3123.The horizontal coordinates were established by classical geodetic methods
 JZ3123.and adjusted by the National Geodetic Survey in April 1998..
 JZ3123
 JZ3123
 JZ3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3123
 JZ3123.The geoid height was determined by GEOID03.
 JZ3123
 JZ3123;                    North         East     Units Scale Factor Converg.
 JZ3123;SPC OH S     -   125,572.572   427,919.561   MT  0.99994698   -1 15 45.5
 JZ3123;SPC KY1Z     - 1,309,375.286 1,608,991.503   MT  1.00013862   +0 46 25.1
 JZ3123;SPC KY1Z     - 4,295,842.08  5,278,832.96   sFT  1.00013862   +0 46 25.1
 JZ3123;SPC KY N     -   179,192.305   479,248.489   MT  1.00002573   -0 08 57.3
 JZ3123;SPC KY N     -   587,900.09  1,572,334.42   sFT  1.00002573   -0 08 57.3
 JZ3123;UTM  16      - 4,332,435.130   717,016.111   MT  1.00017994   +1 35 02.9
 JZ3123
 JZ3123                          SUPERSEDED SURVEY CONTROL
 JZ3123
 JZ3123  NAD 83(1995)-  39 06 50.65760(N)    084 29 23.76114(W) AD(       ) 4
 JZ3123  NAD 83(1986)-  39 06 50.65527(N)    084 29 23.76447(W) AD(       ) 4
 JZ3123  NAD 27      -  39 06 50.43800(N)    084 29 23.97200(W) AD(       ) 3
 JZ3123
 JZ3123.Superseded values are not recommended for survey control.
 JZ3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3123.See file dsdata.txt to determine how the superseded data were derived.
 JZ3123
 JZ3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1701632435(NAD 83)
 JZ3123_MARKER: 43 = RADIO/TV TOWER
 JZ3123
 JZ3123  HISTORY     - Date     Condition        Report By
 JZ3123  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3123
 JZ3123                          STATION DESCRIPTION
 JZ3123
 JZ3123'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3123'THIS IS AN INTERSECTION STATION.
 JZ3123'
 JZ3123'THE STATION IS LOCATED IN THE EDEN PARK SECTION OF CINCINNATI, IN
 JZ3123'WHAT IS KNOWN AS PRESIDENTIAL GROVE, BETWEEN VICTORY
 JZ3123'PARKWAY AND COLUMBIA PARKWAY.  THE TOWER IS OF STEEL CONSTRUCTION,
 JZ3123'THREE TRUSS, PAINTED RED AND WHITE, AND IS ABOUT 60 FT. HIGH.
 JZ3123'
 JZ3123'THE POINT OF INTERSECTION WAS THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3126 ***********************************************************************
 JZ3126  DESIGNATION -  CINCINNATI STA X POLICE RADIO
 JZ3126  PID         -  JZ3126
 JZ3126  STATE/COUNTY-  OH/HAMILTON
 JZ3126  USGS QUAD   -  NEWPORT (1987)
 JZ3126
 JZ3126                         *CURRENT SURVEY CONTROL
 JZ3126  ___________________________________________________________________
 JZ3126* NAD 83(1995)-  39 06 50.69143(N)    084 29 32.19071(W)     ADJUSTED  
 JZ3126* NAVD 88     -                                                        
 JZ3126  ___________________________________________________________________
 JZ3126  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 JZ3126  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3126
 JZ3126  HORZ ORDER  -  THIRD
 JZ3126
 JZ3126.The horizontal coordinates were established by classical geodetic methods
 JZ3126.and adjusted by the National Geodetic Survey in April 1998..
 JZ3126
 JZ3126
 JZ3126.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3126
 JZ3126.The geoid height was determined by GEOID03.
 JZ3126
 JZ3126;                    North         East     Units Scale Factor Converg.
 JZ3126;SPC OH S     -   125,578.272   427,716.960   MT  0.99994697   -1 15 50.9
 JZ3126;SPC KY1Z     - 1,309,373.783 1,608,788.789   MT  1.00013863   +0 46 19.9
 JZ3126;SPC KY1Z     - 4,295,837.15  5,278,167.89   sFT  1.00013863   +0 46 19.9
 JZ3126;SPC KY N     -   179,194.067   479,045.799   MT  1.00002574   -0 09 02.6
 JZ3126;SPC KY N     -   587,905.87  1,571,669.43   sFT  1.00002574   -0 09 02.6
 JZ3126;UTM  16      - 4,332,430.760   716,813.431   MT  1.00017885   +1 34 57.6
 JZ3126
 JZ3126                          SUPERSEDED SURVEY CONTROL
 JZ3126
 JZ3126  NAD 83(1995)-  39 06 50.69753(N)    084 29 32.19796(W) AD(       ) 4
 JZ3126  NAD 83(1986)-  39 06 50.69521(N)    084 29 32.20126(W) AD(       ) 4
 JZ3126  NAD 27      -  39 06 50.47800(N)    084 29 32.40800(W) AD(       ) 3
 JZ3126
 JZ3126.Superseded values are not recommended for survey control.
 JZ3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3126.See file dsdata.txt to determine how the superseded data were derived.
 JZ3126
 JZ3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1681332431(NAD 83)
 JZ3126_MARKER: 43 = RADIO/TV TOWER
 JZ3126
 JZ3126  HISTORY     - Date     Condition        Report By
 JZ3126  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3126  HISTORY     - 1972     GOOD             NGS
 JZ3126
 JZ3126                          STATION DESCRIPTION
 JZ3126
 JZ3126'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3126'THIS IS AN INTERSECTION STATION.
 JZ3126'
 JZ3126'THE STATION IS LOCATED IN THE EDEN PARK SECTION OF CITY OF
 JZ3126'CINCINNATI, OHIO IN WHAT IS KNOWN AS PRESIDENTIAL GROVE, BETWEEN
 JZ3126'GILBERT AVE. AND VICTORY PARKWAY.  THE TOWER IS OF STEEL
 JZ3126'CONSTRUCTION, THREE (3) TRUSS, PAINTED INTERNATIONAL ORANGE AND
 JZ3126'WHITE, AND HAS ONE (1) LARGE RED LIGHT IN THE DIRECT TOP, AND TWO (2)
 JZ3126'SMALLER RED LIGHTS AT THE BASE OF TOP DIAGONALS, AND IS 200
 JZ3126'FEET HIGH.  THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE
 JZ3126'TOWER.
 JZ3126
 JZ3126                          STATION RECOVERY (1972)
 JZ3126
 JZ3126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLW)
 JZ3126'THE STATION WAS RECOVERED AS DESCRIBED.
 JZ3126'
 JZ3126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EDEN PARK IN
 JZ3126'CINCINNATI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3134 ***********************************************************************
 JZ3134  DESIGNATION -  CINCINNATI V C FERTILIZER TK
 JZ3134  PID         -  JZ3134
 JZ3134  STATE/COUNTY-  OH/HAMILTON
 JZ3134  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3134
 JZ3134                         *CURRENT SURVEY CONTROL
 JZ3134  ___________________________________________________________________
 JZ3134* NAD 83(1995)-  39 10 42.85440(N)    084 29 15.88957(W)     ADJUSTED  
 JZ3134* NAVD 88     -                                                        
 JZ3134  ___________________________________________________________________
 JZ3134  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 JZ3134  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3134
 JZ3134  HORZ ORDER  -  THIRD
 JZ3134
 JZ3134.The horizontal coordinates were established by classical geodetic methods
 JZ3134.and adjusted by the National Geodetic Survey in April 1998..
 JZ3134
 JZ3134
 JZ3134.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3134
 JZ3134.The geoid height was determined by GEOID03.
 JZ3134
 JZ3134;                    North         East     Units Scale Factor Converg.
 JZ3134;SPC OH S     -   132,727.048   428,266.049   MT  0.99994233   -1 15 40.6
 JZ3134;UTM  16      - 4,339,599.671   717,006.704   MT  1.00017988   +1 35 15.7
 JZ3134
 JZ3134                          SUPERSEDED SURVEY CONTROL
 JZ3134
 JZ3134  NAD 83(1995)-  39 10 42.86060(N)    084 29 15.89694(W) AD(       ) 4
 JZ3134  NAD 83(1986)-  39 10 42.85803(N)    084 29 15.89987(W) AD(       ) 4
 JZ3134  NAD 27      -  39 10 42.64500(N)    084 29 16.10500(W) AD(       ) 3
 JZ3134
 JZ3134.Superseded values are not recommended for survey control.
 JZ3134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3134.See file dsdata.txt to determine how the superseded data were derived.
 JZ3134
 JZ3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1700739600(NAD 83)
 JZ3134_MARKER: 53 = ELEVATED TANK
 JZ3134
 JZ3134  HISTORY     - Date     Condition        Report By
 JZ3134  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3134
 JZ3134                          STATION DESCRIPTION
 JZ3134
 JZ3134'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3134'THIS IS AN INTERSECTION STATION.
 JZ3134'
 JZ3134'STATION IS LOCATED IN MILL CREEK VALLEY IN THE NORTH PART OF
 JZ3134'CINCINNATI ABOUT 200 YARDS EAST OF THE INTERSECTION OF THE
 JZ3134'VINE ST. AND MURRAY AVE. ON THE GROUNDS OF THE V-C FERTILIZER CO.
 JZ3134'
 JZ3134'THE TANK IS OF STEEL CONSTRUCTION, ABOUT 100 FEET HIGH, FOUR-LEGGED
 JZ3134'AND IS PAINTED BLACK.  THE LETTERS, V-C, IS PAINTED ON THE
 JZ3134'TANK IN WHITE LETTERS.
 JZ3134'
 JZ3134'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1368 ***********************************************************************
 JY1368  DESIGNATION -  CIRCLE
 JY1368  PID         -  JY1368
 JY1368  STATE/COUNTY-  OH/ATHENS
 JY1368  USGS QUAD   -  NELSONVILLE (1995)
 JY1368
 JY1368                         *CURRENT SURVEY CONTROL
 JY1368  ___________________________________________________________________
 JY1368* NAD 83(1995)-  39 23 24.99876(N)    082 09 34.04010(W)     ADJUSTED  
 JY1368* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 JY1368  ___________________________________________________________________
 JY1368  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 JY1368  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY1368
 JY1368  HORZ ORDER  -  SECOND
 JY1368
 JY1368.The horizontal coordinates were established by classical geodetic methods
 JY1368.and adjusted by the National Geodetic Survey in April 1998..
 JY1368
 JY1368.The orthometric height was scaled from a topographic map.
 JY1368
 JY1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1368
 JY1368.The geoid height was determined by GEOID03.
 JY1368
 JY1368;                    North         East     Units Scale Factor Converg.
 JY1368;SPC OH S     -   154,394.501   629,335.441   MT  0.99993591   +0 12 57.9
 JY1368;UTM  17      - 4,360,728.706   400,153.252   MT  0.99972275   -0 44 09.1
 JY1368
 JY1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1368!SPC OH S     -   0.99997338  x   0.99993591  =   0.99990929
 JY1368!UTM  17      -   0.99997338  x   0.99972275  =   0.99969613
 JY1368
 JY1368:                Primary Azimuth Mark                     Grid Az
 JY1368:SPC OH S     -  CIRCLE 1944 AZ MK                        094 54 33.2
 JY1368:UTM  17      -  CIRCLE 1944 AZ MK                        095 51 40.2
 JY1368
 JY1368|---------------------------------------------------------------------|
 JY1368| PID    Reference Object                     Distance      Geod. Az  |
 JY1368|                                                           dddmmss.s |
 JY1368| JY1369 CIRCLE 1944 AZ MK                   437.858 METERS 0950731.1 |
 JY1368| CE5887 CIRCLE RM 2                           6.888 METERS 17712     |
 JY1368| JY1371 HAMLEY                              APPROX. 0.7 KM 2154907.3 |
 JY1368| CE5886 CIRCLE RM 1                           5.129 METERS 31059     |
 JY1368|---------------------------------------------------------------------|
 JY1368
 JY1368                          SUPERSEDED SURVEY CONTROL
 JY1368
 JY1368  NAD 83(1986)-  39 23 25.00048(N)    082 09 34.04578(W) AD(       ) 2
 JY1368  NAD 27      -  39 23 24.74500(N)    082 09 34.51700(W) AD(       ) 2
 JY1368
 JY1368.Superseded values are not recommended for survey control.
 JY1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1368.See file dsdata.txt to determine how the superseded data were derived.
 JY1368
 JY1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0015360729(NAD 83)
 JY1368_MARKER: DS = TRIANGULATION STATION DISK
 JY1368_SETTING: 0 = UNSPECIFIED SETTING
 JY1368
 JY1368  HISTORY     - Date     Condition        Report By
 JY1368  HISTORY     - 1944     MONUMENTED       CGS
 JY1368  HISTORY     - 1960     SEE DESCRIPTION  USGS
 JY1368  HISTORY     - 1974     MARK NOT FOUND   NGS
 JY1368
 JY1368                          STATION DESCRIPTION
 JY1368
 JY1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JY1368'STATION IS LOCATED 1.9 MILES W OF THE JUNCTION OF U.S. HIGHWAY 33 AND
 JY1368'STATE HIGHWAY 13 IN CHAUNCEY.  IT IS 33 FEET S OF THE CENTER LINE OF
 JY1368'U.S. HIGHWAY 33, 34 FEET W OF A DIRT ROAD, AND 71 FEET NW OF THE NW
 JY1368'CORNER OF AN OLD HOUSE.  THE DISK IS STAMPED CIRCLE 1944.
 JY1368'
 JY1368'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 JY1368'SET IN CONCRETE.
 JY1368'
 JY1368'REFERENCE MARK 1 IS 50 FEET S OF THE CENTER LINE OF THE HIGHWAY.  IT
 JY1368'IS STAMPED CIRCLE NO 1 1944.
 JY1368'
 JY1368'REFERENCE MARK 2 IS 58 FEET N OF THE NW CORNER OF THE OLD HOUSE.  IT
 JY1368'IS STAMPED CIRCLE NO 2 1944.
 JY1368'
 JY1368'AZIMUTH MARK IS 39 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 33, 15
 JY1368'FEET E OF DIRT ROAD, AND 4 FEET N OF A WITNESS POST. IT IS STAMPED
 JY1368'CIRCLE 1944.
 JY1368'
 JY1368'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JY1368
 JY1368                          STATION RECOVERY (1960)
 JY1368
 JY1368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JY1368'STATION SITE HAS BEEN GRADED FOR A PARKING LOT AND THE DISK WAS
 JY1368'PROBABLY DESTROYED.
 JY1368
 JY1368                          STATION RECOVERY (1974)
 JY1368
 JY1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JY1368'A LONG SEARCH WAS MADE FOR THE STATION BUT NOTHING WAS FOUND.  U.S.
 JY1368'HIGHWAY 33 HAS BEEN CHANGED AND NOTHING COULD BE FOUND WITH EXISTING
 JY1368'DATA.  CIRCLE AZIMUTH MARK 1944 WAS NOT FOUND DUE TO ROAD CHANGES
 JY1368'AND THE POSSIBILITY THAT NEW ROAD WORK DESTROYED ALL MARKS.
 JY1368'
 JY1368'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES WEST
 JY1368'OF CHAUNCEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1369 ***********************************************************************
 JY1369  DESIGNATION -  CIRCLE 1944 AZ MK
 JY1369  PID         -  JY1369
 JY1369  STATE/COUNTY-  OH/ATHENS
 JY1369  USGS QUAD   -  NELSONVILLE (1995)
 JY1369
 JY1369                         *CURRENT SURVEY CONTROL
 JY1369  ___________________________________________________________________
 JY1369* NAD 83(1995)-  39 23 23.73001(N)    082 09 15.81599(W)     ADJUSTED  
 JY1369* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 JY1369  ___________________________________________________________________
 JY1369  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 JY1369  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY1369
 JY1369  HORZ ORDER  -  SECOND
 JY1369
 JY1369.The horizontal coordinates were established by classical geodetic methods
 JY1369.and adjusted by the National Geodetic Survey in April 1998..
 JY1369
 JY1369.The orthometric height was scaled from a topographic map.
 JY1369
 JY1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1369
 JY1369.The geoid height was determined by GEOID03.
 JY1369
 JY1369;                    North         East     Units Scale Factor Converg.
 JY1369;SPC OH S     -   154,357.033   629,771.665   MT  0.99993591   +0 13 09.5
 JY1369;UTM  17      - 4,360,684.005   400,588.701   MT  0.99972168   -0 43 57.5
 JY1369
 JY1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1369!SPC OH S     -   0.99997385  x   0.99993591  =   0.99990976
 JY1369!UTM  17      -   0.99997385  x   0.99972168  =   0.99969553
 JY1369
 JY1369:                Primary Azimuth Mark                     Grid Az
 JY1369:SPC OH S     -  CIRCLE                                   274 54 33.1
 JY1369:UTM  17      -  CIRCLE                                   275 51 40.1
 JY1369
 JY1369|---------------------------------------------------------------------|
 JY1369| PID    Reference Object                     Distance      Geod. Az  |
 JY1369|                                                           dddmmss.s |
 JY1369| JY1368 CIRCLE                              437.858 METERS 2750742.6 |
 JY1369|---------------------------------------------------------------------|
 JY1369
 JY1369                          SUPERSEDED SURVEY CONTROL
 JY1369
 JY1369  NAD 83(1986)-  39 23 23.73171(N)    082 09 15.82177(W) AD(       ) 2
 JY1369  NAD 27      -  39 23 23.47600(N)    082 09 16.29400(W) AD(       ) 2
 JY1369
 JY1369.Superseded values are not recommended for survey control.
 JY1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1369.See file dsdata.txt to determine how the superseded data were derived.
 JY1369
 JY1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0058960684(NAD 83)
 JY1369_MARKER: DZ = AZIMUTH MARK DISK
 JY1369_SETTING: 0 = UNSPECIFIED SETTING
 JY1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1369
 JY1369  HISTORY     - Date     Condition        Report By
 JY1369  HISTORY     - 1944     MONUMENTED       CGS
 JY1369  HISTORY     - 1973     MARK NOT FOUND   THOMAS
 JY1369
 JY1369                          STATION DESCRIPTION
 JY1369
 JY1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JY1369'THE MARK IS LOCATED 1.65 MILES W OF THE JUNCTION OF U.S. HIGHWAY 33
 JY1369'AND STATE HIGHWAY 13 IN CHAUNCEY.  IT IS 39 FEET S OF THE CENTER
 JY1369'LINE OF U.S. HIGHWAY 33, 15 FEET E OF DIRT ROAD, AND 4 FEET N OF
 JY1369'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 JY1369'CONCRETE POST AND IS STAMPED CIRCLE 1944.
 JY1369'
 JY1369'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE HIGHWAY 13 IN
 JY1369'CHAUNCEY, GO W ON U.S. HIGHWAY 33 FOR 1.65 MILES TO DIRT ROAD LEFT
 JY1369'AND THE MARK ON THE LEFT.
 JY1369'
 JY1369'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 JY1369
 JY1369                          STATION RECOVERY (1973)
 JY1369
 JY1369'RECOVERY NOTE BY THOMAS ENG AND SURV 1973 (NCM)
 JY1369'CIRCLE AZIMUTH MARK SEARCHED FOR, NOT FOUND--POSSIBLY DESTROYED BY
 JY1369'CONSTRUCTION WORK ON U.S. 33.
 JY1369'
 JY1369'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 WEST OF CHAUNCEY
 JY1369'OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1438 ***********************************************************************
 JY1438  DESIGNATION -  CIRCLEVILLE
 JY1438  PID         -  JY1438
 JY1438  STATE/COUNTY-  OH/PICKAWAY
 JY1438  USGS QUAD   -  CIRCLEVILLE (1995)
 JY1438
 JY1438                         *CURRENT SURVEY CONTROL
 JY1438  ___________________________________________________________________
 JY1438* NAD 83(1995)-  39 36 07.47491(N)    082 55 22.55424(W)     ADJUSTED  
 JY1438* NAVD 88     -       210.89   (+/-2cm)     691.9    (feet)  VERTCON   
 JY1438  ___________________________________________________________________
 JY1438  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 JY1438  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JY1438
 JY1438  HORZ ORDER  -  FIRST
 JY1438  VERT ORDER  -  THIRD ? (See Below)
 JY1438
 JY1438.The horizontal coordinates were established by classical geodetic methods
 JY1438.and adjusted by the National Geodetic Survey in April 1998..
 JY1438
 JY1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1438.The vertical order pertains to the NGVD 29 superseded value.
 JY1438
 JY1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1438
 JY1438.The geoid height was determined by GEOID03.
 JY1438
 JY1438;                    North         East     Units Scale Factor Converg.
 JY1438;SPC OH S     -   177,937.767   563,677.664   MT  0.99994311   -0 16 06.1
 JY1438;UTM  17      - 4,385,359.486   334,904.453   MT  0.99993558   -1 13 33.8
 JY1438
 JY1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1438!SPC OH S     -   0.99997224  x   0.99994311  =   0.99991535
 JY1438!UTM  17      -   0.99997224  x   0.99993558  =   0.99990782
 JY1438
 JY1438|---------------------------------------------------------------------|
 JY1438| PID    Reference Object                     Distance      Geod. Az  |
 JY1438|                                                           dddmmss.s |
 JY1438| CE5889 CIRCLEVILLE RM 1                     43.638 METERS 07520     |
 JY1438| CE5888 CIRCLEVILLE AZ MK                                  1830350.8 |
 JY1438| JY1437 CIRCLEVILLE 2                        23.434 METERS 18304     |
 JY1438| CE5890 CIRCLEVILLE RM 2                     55.275 METERS 18944     |
 JY1438|---------------------------------------------------------------------|
 JY1438
 JY1438                          SUPERSEDED SURVEY CONTROL
 JY1438
 JY1438  NAD 83(1986)-  39 36 07.48162(N)    082 55 22.55752(W) AD(       ) 1
 JY1438  NAD 27      -  39 36 07.25700(N)    082 55 22.91400(W) AD(       ) 1
 JY1438  NGVD 29 (07/19/86)  211.05   (m)          692.4    (f) LEVELING    3  
 JY1438
 JY1438.Superseded values are not recommended for survey control.
 JY1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1438.See file dsdata.txt to determine how the superseded data were derived.
 JY1438
 JY1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD3490485359(NAD 83)
 JY1438_MARKER: DS = TRIANGULATION STATION DISK
 JY1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1438
 JY1438  HISTORY     - Date     Condition        Report By
 JY1438  HISTORY     - 1938     MONUMENTED       CGS
 JY1438  HISTORY     - 1951     SEE DESCRIPTION  CGS
 JY1438
 JY1438                          STATION DESCRIPTION
 JY1438
 JY1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JY1438'STATION IS LOCATED ABOUT 0.3 MILES EAST OF CITY OF CIRCLEVILLE ON A
 JY1438'HIGH RIDGE RUNNING SE-NW, ON PROPERTY OF MR. G. W. MARLIN, MARK IS
 JY1438'SET IN A 12- BY 12-INCH CONCRETE BLOCK PROJECTING ABOVE GROUND BY 2
 JY1438'INCHES, 23 FEET S OF FENCE LINE, 38 FEET SE OF FENCE CORNER, 34
 JY1438'FEET E OF FENCE LINE, AND IS STAMPED CIRCLEVILLE 1938.
 JY1438'
 JY1438'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JY1438'BRONZE DISKS IN CONCRETE.
 JY1438'
 JY1438'REFERENCE MARK NO. 1 IS SET IN A 12- BY 12-INCH CONCRETE BLOCK
 JY1438'PROJECTING 10 INCHES ABOVE GROUND AND IS STAMPED CIRCLEVILLE
 JY1438'RM NO. 1--1938.  REFERENCE MARK NO. 2 IS SET IN A 12- BY 12-INCH
 JY1438'CONCRETE BLOCK PROJECTING 6 INCHES ABOVE GROUND AND IS STAMPED
 JY1438'CIRCLEVILLE RM NO. 2--1938.
 JY1438'
 JY1438'AZIMUTH MARK IS LOCATED 0.3 MILE S OF STATION ON PROPERTY OWNED BY
 JY1438'MR. RUSSELL PALM, IS SET IN A 12- BY 12-INCH CONCRETE BLOCK
 JY1438'PROJECTING 10 INCHES ABOVE GROUND, IS STAMPED CIRCLEVILLE 1938, IS 24
 JY1438'FEET SE OF ROAD AT END OF FIELD, 2 FEET E OF HEDGE ROW IN W CORNER
 JY1438'OF FIELD.
 JY1438'
 JY1438'TO REACH STATION FROM THE JUNCTION OF ROUTES 22 AND 23 IN
 JY1438'CIRCLEVILLE, GO E ON 22 FOR 1.2 MILES TO MACADAM ROAD R, GO R ON
 JY1438'MACADAM ROAD AND CONTINUE 0.1 MILE TO MAIL BOX ON L, AND GATE
 JY1438'ENTRANCE TO PASTURE, STATION IS LOCATED ABOUT 75 YARDS N ON CREST OF
 JY1438'RIDGE.
 JY1438'
 JY1438'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JY1438
 JY1438                          STATION RECOVERY (1951)
 JY1438
 JY1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JAW)
 JY1438'THIS STATION HAS BEEN DESTROYED AT THIS TIME TO MAKE WAY FOR
 JY1438'CONSTRUCTION.  A NEW STATION, CIRCLEVILLE 2, 1951, WAS
 JY1438'ESTABLISHED 76.882 FEET SSW OF CIRCLEVILLE 1938 AT THE REQUEST OF THE
 JY1438'PROPERTY OWNER MR. HARRY HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1437 ***********************************************************************
 JY1437  DESIGNATION -  CIRCLEVILLE 2
 JY1437  PID         -  JY1437
 JY1437  STATE/COUNTY-  OH/PICKAWAY
 JY1437  USGS QUAD   -  CIRCLEVILLE (1995)
 JY1437
 JY1437                         *CURRENT SURVEY CONTROL
 JY1437  ___________________________________________________________________
 JY1437* NAD 83(1995)-  39 36 06.71616(N)    082 55 22.60684(W)     ADJUSTED  
 JY1437* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 JY1437  ___________________________________________________________________
 JY1437  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 JY1437  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JY1437
 JY1437  HORZ ORDER  -  SECOND
 JY1437
 JY1437.The horizontal coordinates were established by classical geodetic methods
 JY1437.and adjusted by the National Geodetic Survey in April 1998..
 JY1437.No horizontal observational check was made to the station.
 JY1437
 JY1437.The orthometric height was scaled from a topographic map.
 JY1437
 JY1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1437
 JY1437.The geoid height was determined by GEOID03.
 JY1437
 JY1437;                    North         East     Units Scale Factor Converg.
 JY1437;SPC OH S     -   177,914.374   563,676.300   MT  0.99994309   -0 16 06.1
 JY1437;UTM  17      - 4,385,336.119   334,902.698   MT  0.99993559   -1 13 33.8
 JY1437
 JY1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1437!SPC OH S     -   0.99997068  x   0.99994309  =   0.99991377
 JY1437!UTM  17      -   0.99997068  x   0.99993559  =   0.99990627
 JY1437
 JY1437|---------------------------------------------------------------------|
 JY1437| PID    Reference Object                     Distance      Geod. Az  |
 JY1437|                                                           dddmmss.s |
 JY1437| JY1438 CIRCLEVILLE                          23.434 METERS 00304     |
 JY1437| CE5888 CIRCLEVILLE AZ MK                                  1830355.9 |
 JY1437| CE5890 CIRCLEVILLE RM 2                     31.020 METERS 19447     |
 JY1437| CE5891 CIRCLEVILLE 2 RM 3                    6.569 METERS 26438     |
 JY1437|---------------------------------------------------------------------|
 JY1437
 JY1437                          SUPERSEDED SURVEY CONTROL
 JY1437
 JY1437  NAD 83(1986)-  39 36 06.72287(N)    082 55 22.61012(W) AD(       ) 2
 JY1437  NAD 27      -  39 36 06.49800(N)    082 55 22.96700(W) AD(       ) 2
 JY1437
 JY1437.Superseded values are not recommended for survey control.
 JY1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1437.See file dsdata.txt to determine how the superseded data were derived.
 JY1437
 JY1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD3490385336(NAD 83)
 JY1437_MARKER: DS = TRIANGULATION STATION DISK
 JY1437_SETTING: 0 = UNSPECIFIED SETTING
 JY1437
 JY1437  HISTORY     - Date     Condition        Report By
 JY1437  HISTORY     - 1951     MONUMENTED       CGS
 JY1437  HISTORY     - 1976     MARK NOT FOUND   NGS
 JY1437
 JY1437                          STATION DESCRIPTION
 JY1437
 JY1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JAW)
 JY1437'STATION IS LOCATED ABOUT 1.3 MILES E OF THE CENTER OF CIRCLEVILLE, ON
 JY1437'THE S SIDE OF A SE-NW RIDGE THAT HAS ITS TOP GRADED OFF FOR THE
 JY1437'CONSTRUCTION OF NEW HOUSES.  IT IS 138.0 FEET N OF THE CENTER OF A
 JY1437'PAVED ROAD, 76.8 FEET S OF THE CENTER OF THE RIDGE, 35.0 FEET E
 JY1437'OF A PROPERTY-LINE FENCE, AND 28.0 FEET N OF THE CENTER OF A PRIVATE
 JY1437'ROAD.
 JY1437'
 JY1437'STATION MARK IS A STANDARD DISK SET IN CONCRETE.  MARK PROJECTS 10
 JY1437'INCHES AND THE DISK IS STAMPED CIRCLEVILLE 2 1951.  THE 1938
 JY1437'UNDERGROUND MARK WAS USED FOR THE 1951 UNDERGROUND MARK, NOT
 JY1437'RESTAMPED.
 JY1437'
 JY1437'R.M. 2 IS AT THE S EDGE OF THE PROPERTY LINE, AT THE S BASE OF THE
 JY1437'RIDGE, 36.0 FEET N OF THE CENTER OF A PAVED ROAD, AND AT THE E
 JY1437'EDGE OF A PRIVATE ROAD.  IT IS ABOUT 1 FOOT W OF THE E EDGE OF THE
 JY1437'PAVEMENT AND PROJECTS ABOUT 1/4 INCH ABOVE THE SURFACE OF THE
 JY1437'PAVEMENT.  IT IS A STANDARD DISK SET IN CONCRETE AND THE DISK IS
 JY1437'STAMPED CIRCLEVILLE NO. 2 1938.
 JY1437'
 JY1437'R.M. 3 IS 138.0 FEET N OF THE CENTER OF A PAVED ROAD, 14.0 FEET E OF
 JY1437'A PROPERTY-LINE FENCE, AND IS AT ABOUT THE SAME ELEVATION AS THE
 JY1437'STATION.  IT IS A STANDARD DISK SET IN CONCRETE, PROJECTS ABOUT 8
 JY1437'INCHES, AND THE DISK IS STAMPED CIRCLEVILLE 2 NO. 3 1951.
 JY1437'
 JY1437'AZIMUTH MARK IS LOCATED APPROXIMATELY 0.3 MILE S OF THE STATION, AT
 JY1437'THE S EDGE OF A PASTURE, ABOUT 70 FEET NNE OF A BRIDGE OVER A
 JY1437'STREAM, AND ABOUT 65 FEET E OF A GRAVELED ROAD.  IT IS A STANDARD
 JY1437'DISK SET IN CONCRETE, PROJECTS ABOUT 18 INCHES, AND THE DISK IS
 JY1437'STAMPED CIRCLEVILLE 1938.
 JY1437'
 JY1437'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND 22 IN
 JY1437'THE CENTER OF CIRCLEVILLE, GO E ON U.S. HIGHWAY 22 FOR 1.2 MILES TO
 JY1437'A MACADAM ROAD RIGHT, TURN RIGHT ON MACADAM ROAD AND CONTINUE FOR 0.1
 JY1437'MILE TO A PRIVATE ROAD TO THE LEFT, THE STATION IS ABOUT 138 FEET
 JY1437'N OF THIS POINT AS DESCRIBED IN DESCRIPTION.
 JY1437
 JY1437                          STATION RECOVERY (1976)
 JY1437
 JY1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JY1437'A SEARCH WAS MADE FOR THE STATION ON TWO OCCASIONS BUT NOTHING WAS
 JY1437'FOUND.  THE PROPERTY OWNER STATED THAT HE HAD NO KNOWLEDGE OF THE
 JY1437'MARKS AND THAT THERE HAD BEEN A LOT OF GRADE WORK AT THE SITE ABOUT
 JY1437'10 YEARS AGO.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND
 JY1437'ASSUMED TO HAVE BEEN DESTROYED BY NEW HOUSING.
 JY1437'
 JY1437'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CIRCLEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3380 ***********************************************************************
 KY3380  DESIGNATION -  CITY
 KY3380  PID         -  KY3380
 KY3380  STATE/COUNTY-  OH/STARK
 KY3380  USGS QUAD   -  CANTON EAST (1985)
 KY3380
 KY3380                         *CURRENT SURVEY CONTROL
 KY3380  ___________________________________________________________________
 KY3380* NAD 83(1995)-  40 46 46.79630(N)    081 22 17.36662(W)     ADJUSTED  
 KY3380* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 KY3380  ___________________________________________________________________
 KY3380  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 KY3380  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KY3380
 KY3380  HORZ ORDER  -  FIRST
 KY3380
 KY3380.The horizontal coordinates were established by classical geodetic methods
 KY3380.and adjusted by the National Geodetic Survey in April 1998..
 KY3380
 KY3380.The orthometric height was scaled from a topographic map.
 KY3380
 KY3380.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3380
 KY3380.The geoid height was determined by GEOID03.
 KY3380
 KY3380;                    North         East     Units Scale Factor Converg.
 KY3380;SPC OH N     -   124,210.207   695,255.557   MT  0.99995171   +0 44 28.9
 KY3380;UTM  17      - 4,514,364.702   468,653.218   MT  0.99961209   -0 14 33.5
 KY3380
 KY3380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3380!SPC OH N     -   0.99995238  x   0.99995171  =   0.99990409
 KY3380!UTM  17      -   0.99995238  x   0.99961209  =   0.99956449
 KY3380
 KY3380|---------------------------------------------------------------------|
 KY3380| PID    Reference Object                     Distance      Geod. Az  |
 KY3380|                                                           dddmmss.s |
 KY3380| CC9789 CITY RM 1                            19.276 METERS 09941     |
 KY3380| CC9790 CITY RM 2                            29.804 METERS 26957     |
 KY3380| KY3385 CANTON FIRST NATL BANK BLDG FP      APPROX. 2.1 KM 3513339.9 |
 KY3380|---------------------------------------------------------------------|
 KY3380
 KY3380                          SUPERSEDED SURVEY CONTROL
 KY3380
 KY3380  NAD 83(1986)-  40 46 46.80574(N)    081 22 17.37200(W) AD(       ) 1
 KY3380  NAD 27      -  40 46 46.59200(N)    081 22 17.95400(W) AD(       ) 1
 KY3380
 KY3380.Superseded values are not recommended for survey control.
 KY3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3380.See file dsdata.txt to determine how the superseded data were derived.
 KY3380
 KY3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6865314365(NAD 83)
 KY3380_MARKER: DS = TRIANGULATION STATION DISK
 KY3380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY3380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3380+STABILITY: SURFACE MOTION
 KY3380
 KY3380  HISTORY     - Date     Condition        Report By
 KY3380  HISTORY     - 1944     MONUMENTED       CGS
 KY3380  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KY3380  HISTORY     - 1969     GOOD             THOMAS
 KY3380  HISTORY     - 19911125 GOOD             OHDT
 KY3380  HISTORY     - 20021026 MARK NOT FOUND   USPSQD
 KY3380
 KY3380                          STATION DESCRIPTION
 KY3380
 KY3380'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 KY3380'STATION IS LOCATED ABOUT 1-1/4 MILES S OF THE CENTER OF THE CITY OF
 KY3380'CANTON, ON THE SUMMIT OF A HIGH BARE
 KY3380'HILL, AND ON THE N SIDE OF SEVENTEENTH STREET SE.
 KY3380'IT IS 55 FEET NE OF
 KY3380'POWER-TRANSMISSION LINE POLE 213-21 AND 36
 KY3380'FEET N OF THE CENTER LINE OF
 KY3380'SEVENTEENTH STREET.  THE DISK IS
 KY3380'STAMPED CITY 1944.
 KY3380'
 KY3380'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 KY3380'SET IN CONCRETE.
 KY3380'
 KY3380'REFERENCE MARK 1 IS 63.24 FEET E OF THE STATION AND 26 FEET
 KY3380'N OF THE CENTER
 KY3380'LINE OF SEVENTEENTH STREET.  IT IS STAMPED CITY
 KY3380'NO 1 1944.
 KY3380'
 KY3380'REFERENCE MARK 2 IS 97.78 FEET W OF THE STATION, 32 FEET N
 KY3380'OF SEVENTEENTH
 KY3380'STREET, AND 98 FEET NE OF A FIRE HYDRANT.  IT IS
 KY3380'STAMPED CITY NO 2 1944.
 KY3380'
 KY3380'THE FLAGPOLE ON TOP OF THE ROOF OF THE FIRST NATIONAL BANK
 KY3380'BUILDING WAS USED
 KY3380'AS AN AZIMUTH MARK.  IT IS ABOUT 1-1/2 MILES N
 KY3380'OF THE STATION.
 KY3380'
 KY3380'TO REACH THE STATION FROM THE DEPOT ON MARKET STREET, GO S
 KY3380'ON MARKET STREET
 KY3380'FOR 0.3 MILE TO THIRTEENTH STREET, TURN LEFT ON
 KY3380'THIRTEENTH STREET AND GO ONE BLOCK
 KY3380'TO ALLEN AVENUE, TURN RIGHT
 KY3380'ON ALLEN AVENUE AND GO 0.5 MILE TO A STEEL BRIDGE,
 KY3380'CROSS BRIDGE
 KY3380'AND GO ABOUT 50 YARDS TO SEVENTEENTH STREET SE, TURN LEFT ON
 KY3380'SEVENTEENTH STREET
 KY3380'AND GO 0.35 MILE TO TOP OF HILL AND STATION.
 KY3380'
 KY3380'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 KY3380
 KY3380                          STATION RECOVERY (1958)
 KY3380
 KY3380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 KY3380'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 KY3380'AND DIRECTIONS TO
 KY3380'REFERENCE MARKS CHECKED AND VERIFIED.  DESCRIPTION
 KY3380'ADEQUATE AND CORRECT.
 KY3380
 KY3380                          STATION RECOVERY (1969)
 KY3380
 KY3380'RECOVERY NOTE BY THOMAS ENG AND SURV 1969 (CES)
 KY3380'CITY 1944 RECOVERED GOOD.
 KY3380'
 KY3380'CITY NO. 1 1944 RECOVERED GOOD.
 KY3380'
 KY3380'CITY NO. 2 1944 RECOVERED GOOD.
 KY3380'
 KY3380'NO CHANGES NECESSARY.
 KY3380
 KY3380                          STATION RECOVERY (1991)
 KY3380
 KY3380'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 KY3380'RECOVERED IN GOOD CONDITION.
 KY3380
 KY3380                          STATION RECOVERY (2002)
 KY3380
 KY3380'RECOVERY NOTE BY US POWER SQUADRON 2002
 KY3380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0998 ***********************************************************************
 MB0998  DESIGNATION -  CITY C OF A
 MB0998  PID         -  MB0998
 MB0998  STATE/COUNTY-  OH/ASHTABULA
 MB0998  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB0998
 MB0998                         *CURRENT SURVEY CONTROL
 MB0998  ___________________________________________________________________
 MB0998* NAD 83(1986)-  41 52 37.     (N)    080 47 33.     (W)     SCALED    
 MB0998* NAVD 88     -       195.582  (meters)     641.67   (feet)  ADJUSTED  
 MB0998  ___________________________________________________________________
 MB0998  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB0998  DYNAMIC HT  -         195.511 (meters)     641.44  (feet)  COMP
 MB0998  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 MB0998
 MB0998  VERT ORDER  -  FIRST     CLASS II
 MB0998
 MB0998.The horizontal coordinates were scaled from a topographic map and have
 MB0998.an estimated accuracy of +/- 6 seconds.
 MB0998
 MB0998.The orthometric height was determined by differential leveling
 MB0998.and adjusted by the National Geodetic Survey in June 1991..
 MB0998
 MB0998.The geoid height was determined by GEOID03.
 MB0998
 MB0998.The dynamic height is computed by dividing the NAVD 88
 MB0998.geopotential number by the normal gravity value computed on the
 MB0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0998.degrees latitude (g = 980.6199 gals.).
 MB0998
 MB0998.The modeled gravity was interpolated from observed gravity values.
 MB0998
 MB0998;                    North         East    Units  Estimated Accuracy
 MB0998;SPC OH N     -   246,840.      741,740.      MT  (+/- 180 meters Scaled)
 MB0998
 MB0998                          SUPERSEDED SURVEY CONTROL
 MB0998
 MB0998  NGVD 29 (??/??/92)  195.845  (m)          642.53   (f) ADJ UNCH    1 2
 MB0998
 MB0998.Superseded values are not recommended for survey control.
 MB0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0998.See file dsdata.txt to determine how the superseded data were derived.
 MB0998
 MB0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG172361(NAD 83)
 MB0998_MARKER: DB = BENCH MARK DISK
 MB0998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0998_SP_SET: SIDEWALK
 MB0998_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0998
 MB0998  HISTORY     - Date     Condition        Report By
 MB0998  HISTORY     - UNK      MONUMENTED       LOCSUR
 MB0998  HISTORY     - 1959     MARK NOT FOUND   USGS
 MB0998  HISTORY     - 19931028 GOOD             OHDT
 MB0998  HISTORY     - 19960707 MARK NOT FOUND   USPSQD
 MB0998  HISTORY     - 19970706 MARK NOT FOUND   USPSQD
 MB0998
 MB0998                          STATION DESCRIPTION
 MB0998
 MB0998'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MB0998'AT ASHTABULA.
 MB0998'AT ASHTABULA, ASHTABULA COUNTY, 240 FEET NORTHEAST OF THE
 MB0998'NORTHEAST END OF THE NEW YORK CENTRAL RAILROAD STATION, 174 FEET
 MB0998'SOUTHWEST OF THE SOUTHWEST CURB OF LAKE STREET, 124 FEET SOUTHEAST
 MB0998'OF THE SOUTHEAST CURB OF THIRTY-SECOND STREET, IN THE CENTER
 MB0998'OF THE SIDEWALK ON THE SOUTH SIDE OF THIRTY-SECOND STREET, AND
 MB0998'UNDER A 10-INCH MANHOLE COVER WITH AN M CAST ON THE COVER.  A
 MB0998'BRONZE DISK.
 MB0998
 MB0998                          STATION RECOVERY (1993)
 MB0998
 MB0998'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0998'-------REPORT BY OHDT ---------YEAR 1993---------CONDITION -- GOOD
 MB0998' 
 MB0998'DISK IS LOCATED 18' NE FROM NORTH CORNER OF 426 ON 32ND STREET, 9' NW
 MB0998'FROM NW CORNER OF 1 STORY BEIGE BRICK, 12' SE CURB OF 32ND ST., 20.5'
 MB0998'EAST FROM SE POWER POLE 502 LEAD 1063, 240' EAST OF NE END OF NY
 MB0998'CENTRAL RR STATION, 165.5' SW OF SW CURB OF LAKE AVE.
 MB0998
 MB0998                          STATION RECOVERY (1996)
 MB0998
 MB0998'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0998'MARK NOT FOUND.
 MB0998
 MB0998                          STATION RECOVERY (1997)
 MB0998
 MB0998'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3147 ***********************************************************************
 MB3147  DESIGNATION -  CITY OF AKRON PROPERTY CORNER
 MB3147  PID         -  MB3147
 MB3147  STATE/COUNTY-  OH/GEAUGA
 MB3147  USGS QUAD   -  MANTUA (1994)
 MB3147
 MB3147                         *CURRENT SURVEY CONTROL
 MB3147  ___________________________________________________________________
 MB3147* NAD 83(1995)-  41 20 50.92710(N)    081 10 18.45605(W)     ADJUSTED  
 MB3147* NAVD 88     -       336.8    (meters)    1105.     (feet)  VERTCON   
 MB3147  ___________________________________________________________________
 MB3147  X           -     735,963.146 (meters)                     COMP
 MB3147  Y           -  -4,738,601.357 (meters)                     COMP
 MB3147  Z           -   4,191,670.744 (meters)                     COMP
 MB3147  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MB3147  ELLIP HEIGHT-         302.95  (meters)          (10/07/05) GPS OBS
 MB3147  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB3147
 MB3147  HORZ ORDER  -  FIRST
 MB3147  ELLP ORDER  -  FOURTH    CLASS I
 MB3147
 MB3147.The horizontal coordinates were established by GPS observations
 MB3147.and adjusted by the National Geodetic Survey in April 1998..
 MB3147
 MB3147.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3147
 MB3147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3147
 MB3147.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3147
 MB3147.The ellipsoidal height was determined by GPS observations
 MB3147.and is referenced to NAD 83.
 MB3147
 MB3147.The geoid height was determined by GEOID03.
 MB3147
 MB3147;                    North         East     Units Scale Factor Converg.
 MB3147;SPC OH N     -   187,495.394   711,150.232   MT  0.99995103   +0 52 21.2
 MB3147;UTM  17      - 4,577,346.011   485,628.058   MT  0.99960254   -0 06 48.6
 MB3147
 MB3147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3147!SPC OH N     -   0.99995248  x   0.99995103  =   0.99990352
 MB3147!UTM  17      -   0.99995248  x   0.99960254  =   0.99955504
 MB3147
 MB3147                          SUPERSEDED SURVEY CONTROL
 MB3147
 MB3147  ELLIP H (04/01/98)  302.99   (m)                       GP(       ) 4 1
 MB3147  NAD 83(1986)-  41 20 50.93564(N)    081 10 18.45309(W) AD(       ) 1
 MB3147  NGVD 29 (12/02/91)  336.9    (m)         1105.     (f) GPS OBS        
 MB3147
 MB3147.Superseded values are not recommended for survey control.
 MB3147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3147.See file dsdata.txt to determine how the superseded data were derived.
 MB3147
 MB3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8562877346(NAD 83)
 MB3147_MARKER: DE = TRAVERSE STATION DISK
 MB3147_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MB3147_SP_SET: CONCRETE MONUMENT
 MB3147_STAMPING: CITY OF AKRON PROPERTY CORNER
 MB3147_MARK LOGO: OH0070
 MB3147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MB3147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB3147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3147+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3147
 MB3147  HISTORY     - Date     Condition        Report By
 MB3147  HISTORY     - 1900     MONUMENTED       OH0070
 MB3147  HISTORY     - 1990     GOOD             WOOLPT
 MB3147
 MB3147                          STATION DESCRIPTION
 MB3147
 MB3147'DESCRIBED BY WOOLPERT CONSULTANTS 1990
 MB3147'STATION IS LOCATED APPROXIMATELY 31.2 FEET WEST OF THE CENTERLINE OF
 MB3147'RAPIDS ROAD AND IS APPROXIMATELY 25.3 FEET NORTH OF A POWERPOLE. THE
 MB3147'STATION CONSISTS OF A TWO AND ONE-HALF INCH BRASS DISK SET INTO A
 MB3147'CONCRETE MONUMENT AND IS STAMPED CITY OF AKRON PROPERTY CONRER.  TO
 MB3147'REACH THE STATION FROM THE CHARDON POST OFFICE PROCEED EAST ON CENTER
 MB3147'STREET FOR .19 MILES TO THE HAMBDEN TOWNSHIP LINE. TURN RIGHT ON
 MB3147'GRANT STREET AND PROCEED SOUTH FOR .19 MILES TO CHARDON WINDSOR ROAD.
 MB3147'TURN LEFT ON CHARDON WINDSOR ROAD AND PROCEED SOUTHEAST FOR 2.62
 MB3147'MILES TO ROUTE 3. TURN RIGHT ON ROUTE 3 AND PROCEED SOUTH FOR 6.84
 MB3147'MILES TO KINSMAN ROAD. PROCEED SOUTH ON KINSMAN ROAD FOR 1.05 MILES
 MB3147'TO CLARIDON TROY ROAD. TURN RIGHT ON CLARIDON TROY ROAD AND PROCEED
 MB3147'SOUTH FOR 7.47 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1293 ***********************************************************************
 JY1293  DESIGNATION -  CITY OF COLUMBUS 18 83
 JY1293  PID         -  JY1293
 JY1293  STATE/COUNTY-  OH/FRANKLIN
 JY1293  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 JY1293
 JY1293                         *CURRENT SURVEY CONTROL
 JY1293  ___________________________________________________________________
 JY1293* NAD 83(1995)-  39 57 48.52884(N)    083 02 24.23367(W)     ADJUSTED  
 JY1293* NAVD 88     -       217.7    (meters)     714.     (feet)  VERTCON   
 JY1293  ___________________________________________________________________
 JY1293  X           -     593,207.913 (meters)                     COMP
 JY1293  Y           -  -4,859,379.987 (meters)                     COMP
 JY1293  Z           -   4,074,996.534 (meters)                     COMP
 JY1293  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 JY1293  ELLIP HEIGHT-         183.81  (meters)          (10/07/05) GPS OBS
 JY1293  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JY1293
 JY1293  HORZ ORDER  -  FIRST
 JY1293  ELLP ORDER  -  FOURTH    CLASS I
 JY1293
 JY1293.The horizontal coordinates were established by GPS observations
 JY1293.and adjusted by the National Geodetic Survey in April 1998..
 JY1293
 JY1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1293
 JY1293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1293
 JY1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1293
 JY1293.The ellipsoidal height was determined by GPS observations
 JY1293.and is referenced to NAD 83.
 JY1293
 JY1293.The geoid height was determined by GEOID03.
 JY1293
 JY1293;                    North         East     Units Scale Factor Converg.
 JY1293;SPC OH S     -   218,115.992   553,858.094   MT  0.99998693   -0 20 33.7
 JY1293;UTM  17      - 4,425,696.740   325,761.421   MT  0.99997375   -1 18 38.4
 JY1293
 JY1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1293!SPC OH S     -   0.99997116  x   0.99998693  =   0.99995810
 JY1293!UTM  17      -   0.99997116  x   0.99997375  =   0.99994492
 JY1293
 JY1293                          SUPERSEDED SURVEY CONTROL
 JY1293
 JY1293  ELLIP H (04/01/98)  183.79   (m)                       GP(       ) 4 1
 JY1293  NAD 83(1986)-  39 57 48.53499(N)    083 02 24.23837(W) AD(       ) 1
 JY1293  NAD 83(1986)-  39 57 48.53414(N)    083 02 24.23519(W) AD(       ) 1
 JY1293  NGVD 29 (09/26/89)  217.9    (m)          715.     (f) GPS OBS        
 JY1293
 JY1293.Superseded values are not recommended for survey control.
 JY1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1293.See file dsdata.txt to determine how the superseded data were derived.
 JY1293
 JY1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2576125697(NAD 83)
 JY1293_MARKER: A = ALUMINUM MARKER
 JY1293_SETTING: 0 = UNSPECIFIED SETTING
 JY1293_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1293+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1293
 JY1293  HISTORY     - Date     Condition        Report By
 JY1293  HISTORY     - 1983     MONUMENTED       OH1800
 JY1293  HISTORY     - 1987     GOOD             AEROS
 JY1293
 JY1293                          STATION DESCRIPTION
 JY1293
 JY1293'DESCRIBED BY AERO SERVICE CORPORATION 1987 (TJA)
 JY1293'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 JY1293'NORTHEAST OF THE INTERSECTION OF INTERSTATE 70 AND U.S. ROUTE 40,
 JY1293'4.8 KM (3.0 MI) SOUTH-SOUTHWEST OF OHIO STATE UNIVERSITY,
 JY1293'1.6 KM (1.0 MI) WEST-SOUTHWEST OF THE INTERSECTION OF U.S. ROUTE 33
 JY1293'AND STATE ROUTE 315 IN COLUMBUS.
 JY1293'OWNERSHIP--CITY OF COLUMBUS.
 JY1293'
 JY1293'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVENUE AND
 JY1293'MC KINLEY AVENUE IN COLUMBUS, GO WEST FOR 0.05 KM (0.03 MI) ON MC
 JY1293'KINLEY AVENUE TO THE ENTRANCE DRIVE OF THE MC KINLEY AVENUE PARK ON
 JY1293'THE LEFT.
 JY1293'TURN LEFT AND GO SOUTH FOR 23 METERS (75 FT) ON THE ENTRANCE DRIVE
 JY1293'TO THE STATION ON THE RIGHT INSIDE A METAL COVERED TILE PIPE ON THE
 JY1293'WEST SIDE OF THE DRIVE.
 JY1293'
 JY1293'THE STATION IS A BERNSTEN 30 INCH ALUMINUM BREAKOFF MARKER
 JY1293'STAMPED---18-83 1983---, SET IN CONCRETE RECESSED 30 CM BELOW GROUND
 JY1293'AND INSIDE A
 JY1293'TILE PIPE WITH AN IRON ACCESS COVER.  LOCATED 20.0 METERS (65.7 FT)
 JY1293'SOUTHWEST FROM A PK NAIL IN THE WEST SIDE OF THE BASE OF A POWER
 JY1293'POLE, 5.0 METERS (16.5 FT) WEST FROM THE CENTERLINE OF AN ASPHALT
 JY1293'DRIVEWAY, 26.2 METERS (85.9 FT) EAST-NORTHEAST FROM THE NORTHEAST
 JY1293'CORNER OF A SHELTER HOUSE IN THE PARK, 34.4 METERS (112.8 FT)
 JY1293'SOUTHEAST FROM A PK NAIL IN THE NORTHEAST SIDE OF A 6 INCH DIAMETER
 JY1293'CRAB APPLE TREE.  THE UNDERGROUND MARK IS A 6 INCH SUBSURFACE
 JY1293'AUXILIARY MARKER SET IN CONCRETE BELOW THE BASE OF THE PRIMARY MARK
 JY1293'AND DIRECTLY BELOW THE SURFACE MARK 0.76 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1602 ***********************************************************************
 JY1602  DESIGNATION -  CITY OF COLUMBUS 35 82
 JY1602  PID         -  JY1602
 JY1602  STATE/COUNTY-  OH/FRANKLIN
 JY1602  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1602
 JY1602                         *CURRENT SURVEY CONTROL
 JY1602  ___________________________________________________________________
 JY1602* NAD 83(1995)-  39 59 28.15771(N)    082 56 12.94593(W)     ADJUSTED  
 JY1602* NAVD 88     -       237.2    (meters)     778.     (feet)  VERTCON   
 JY1602  ___________________________________________________________________
 JY1602  X           -     601,713.151 (meters)                     COMP
 JY1602  Y           -  -4,856,359.697 (meters)                     COMP
 JY1602  Z           -   4,077,363.749 (meters)                     COMP
 JY1602  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 JY1602  ELLIP HEIGHT-         203.16  (meters)          (10/07/05) GPS OBS
 JY1602  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JY1602
 JY1602  HORZ ORDER  -  FIRST
 JY1602  ELLP ORDER  -  FOURTH    CLASS I
 JY1602
 JY1602.The horizontal coordinates were established by GPS observations
 JY1602.and adjusted by the National Geodetic Survey in April 1998..
 JY1602
 JY1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1602
 JY1602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1602
 JY1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1602
 JY1602.The ellipsoidal height was determined by GPS observations
 JY1602.and is referenced to NAD 83.
 JY1602
 JY1602.The geoid height was determined by GEOID03.
 JY1602
 JY1602;                    North         East     Units Scale Factor Converg.
 JY1602;SPC OH S     -   221,141.090   562,684.544   MT  0.99999193   -0 16 38.1
 JY1602;UTM  17      - 4,428,572.206   334,637.408   MT  0.99993664   -1 14 42.3
 JY1602
 JY1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1602!SPC OH S     -   0.99996813  x   0.99999193  =   0.99996006
 JY1602!UTM  17      -   0.99996813  x   0.99993664  =   0.99990477
 JY1602
 JY1602                          SUPERSEDED SURVEY CONTROL
 JY1602
 JY1602  NAD 83(1986)-  39 59 28.16514(N)    082 56 12.94946(W) AD(       ) 1
 JY1602  NGVD 29 (09/26/89)  237.3    (m)          779.     (f) GPS OBS        
 JY1602
 JY1602.Superseded values are not recommended for survey control.
 JY1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1602.See file dsdata.txt to determine how the superseded data were derived.
 JY1602
 JY1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3463728572(NAD 83)
 JY1602_MARKER: A = ALUMINUM MARKER
 JY1602_SETTING: 0 = UNSPECIFIED SETTING
 JY1602_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1602+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1602
 JY1602  HISTORY     - Date     Condition        Report By
 JY1602  HISTORY     - 1982     MONUMENTED       OH1800
 JY1602  HISTORY     - 1987     GOOD             AEROS
 JY1602
 JY1602                          STATION DESCRIPTION
 JY1602
 JY1602'DESCRIBED BY AERO SERVICE CORPORATION 1987 (TJA)
 JY1602'THE STATION IS LOCATED ABOUT 2.8 KM (1.74 MI)
 JY1602'NORTH-NORTHEAST OF THE JUNCTION OF U.S. ROUTE 40 (EAST BROAD
 JY1602'STREET) AND U.S. ROUTE 62 (NELSON ROAD),
 JY1602'4.14 KM (2.57 MI) EAST OF THE JUNCTION OF INTERSTATE 71 AND STATE
 JY1602'ROUTE 3 (CLEVELAND AVENUE),
 JY1602'4.02 KM (2.5 MI) SOUTHWEST OF THE JUNCTION OF INTERSTATE 270 AND
 JY1602'U.S. ROUTE 62, AND WITHIN THE CITY OF COLUMBUS.
 JY1602'OWNERSHIP--CITY OF COLUMBUS.
 JY1602'
 JY1602'TO REACH THE STATION FROM THE JUNCTION OF FIFTH AVENUE AND NELSON
 JY1602'ROAD IN COLUMBUS, GO NORTH-NORTHEAST FOR 0.7 KM (0.45 MI) ON
 JY1602'NELSON ROAD TO THE BRIDGE OVER ALUM CREEK.
 JY1602'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 JY1602'0.1 KM (0.05 MI) ON NELSON ROAD (U.S. ROUTE 62) TO THE STATION ON
 JY1602'THE RIGHT IN THE SHOULDER OF ROUTE 62 ABOUT 30 METERS (100 FT)
 JY1602'SOUTHWEST FROM AN EXIT SIGN FOR CASSADY AVENUE AND 17TH AVENUE.
 JY1602'
 JY1602'THE STATION IS A BERNTSEN 30 INCH ALUMINUM BREAKOFF MARKER
 JY1602'STAMPED---35-82 1982 CITY OF COLUMBUS---, SET IN CONCRETE RECESSED
 JY1602'26.5 CM BELOW GROUND AND INSIDE A TILE PIPE WITH AN IRON ACCESS
 JY1602'COVER.  LOCATED 12.0 METERS (39.46 FT) SOUTHEAST FROM THE
 JY1602'CENTERLINE OF U.S. ROUTE 62 (NELSON ROAD), 29.6 METERS (97.19 FT)
 JY1602'SOUTHWEST FROM THE NORTHWEST CORNER OF AN H-BEAM SIGN POST FOR
 JY1602'CASSADY AVENUE EXIT,
 JY1602'1.4 METERS (4.5 FT) NORTHWEST FROM THE NORTH EDGE OF A GUARDRAIL ON
 JY1602'THE SOUTH SIDE OF ROUTE 62, 58.2 METERS (191.07 FT) NORTHEAST FROM
 JY1602'THE NORTHEAST ANCHOR BOLT OF GUARD AT THE SOUTHEAST CORNER OF THE
 JY1602'BRIDGE OVER ALUM CREEK.  THE UNDERGROUND MARK IS A 6 INCH
 JY1602'SUBSURFACE AUXILIARY MARKER SET IN CONCRETE BELOW THE BASE OF THE
 JY1602'PRIMARY MARK AND DIRECTLY BELOW THE SURFACE MARK 1.07 METERS BELOW
 JY1602'THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6062 ***********************************************************************
 AB6062  CBN         -  This is a Cooperative Base Network Control Station.
 AB6062  DESIGNATION -  CLA GAR
 AB6062  PID         -  AB6062
 AB6062  STATE/COUNTY-  OH/CLARK
 AB6062  USGS QUAD   -  SPRINGFIELD (1981)
 AB6062
 AB6062                         *CURRENT SURVEY CONTROL
 AB6062  ___________________________________________________________________
 AB6062* NAD 83(1995)-  39 56 35.19807(N)    083 50 15.84647(W)     ADJUSTED  
 AB6062* NAVD 88     -       278.5    (meters)     914.     (feet)  GPS OBS   
 AB6062  ___________________________________________________________________
 AB6062  X           -     525,661.426 (meters)                     COMP
 AB6062  Y           -  -4,868,658.285 (meters)                     COMP
 AB6062  Z           -   4,073,302.155 (meters)                     COMP
 AB6062  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AB6062  ELLIP HEIGHT-         245.23  (meters)          (03/08/05) GPS OBS
 AB6062  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 AB6062
 AB6062  HORZ ORDER  -  B
 AB6062  ELLP ORDER  -  FOURTH    CLASS II
 AB6062
 AB6062.The horizontal coordinates were established by GPS observations
 AB6062.and adjusted by the National Geodetic Survey in August 1996..
 AB6062
 AB6062.The orthometric height was determined by GPS observations and a
 AB6062.high-resolution geoid model.
 AB6062
 AB6062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6062
 AB6062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6062
 AB6062.The ellipsoidal height was determined by GPS observations
 AB6062.and is referenced to NAD 83.
 AB6062
 AB6062.The geoid height was determined by GEOID03.
 AB6062
 AB6062;                    North         East     Units Scale Factor Converg.
 AB6062;SPC OH S     -   216,563.166   485,676.975   MT  0.99998340   -0 50 55.7
 AB6062;UTM  17      - 4,425,299.491   257,553.280   MT  1.00032369   -1 49 22.0
 AB6062
 AB6062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6062!SPC OH S     -   0.99996153  x   0.99998340  =   0.99994493
 AB6062!UTM  17      -   0.99996153  x   1.00032369  =   1.00028521
 AB6062
 AB6062                          SUPERSEDED SURVEY CONTROL
 AB6062
 AB6062  ELLIP H (08/20/96)  245.27   (m)                       GP(       ) 4 2
 AB6062
 AB6062.Superseded values are not recommended for survey control.
 AB6062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6062.See file dsdata.txt to determine how the superseded data were derived.
 AB6062
 AB6062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5755325299(NAD 83)
 AB6062_MARKER: I = METAL ROD
 AB6062_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6062_STAMPING: CLA GAR 1995
 AB6062_MARK LOGO: OHDT  
 AB6062_PROJECTION: FLUSH
 AB6062_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6062+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6062_ROD/PIPE-DEPTH: 7.6  meters
 AB6062_SLEEVE-DEPTH  : 0.9 meters
 AB6062
 AB6062  HISTORY     - Date     Condition        Report By
 AB6062  HISTORY     - 1995     MONUMENTED       OHDT
 AB6062
 AB6062                          STATION DESCRIPTION
 AB6062
 AB6062'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CMS)
 AB6062'IN SPRINGFIELD, AT 1630 WEST FIRST STREET, SOUTH OF THE PARKING LOT,
 AB6062'AT THE OHIO DEPARTMENT OF TRANSPORTATION, CLARK COUNTY GARAGE
 AB6062'PROPERTY.  THE GARAGE IS LOCATED IN THE NORTHEAST QUADRANT OF THE
 AB6062'INTERSECTION OF SR 41 AND US 68, ON THE WEST SIDE OF SPRINGFIELD. THE
 AB6062'MARK IS 7.6 M (24.9 FT) SOUTH OF THE SOUTH EDGE OF THE PARKING LOT,
 AB6062'31.0 M (101.7 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A METAL
 AB6062'BUILDING, 31.0 M (101.7 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF
 AB6062'THE ABOVE MENTIONED BUILDING, AND APPROXIMATELY 36.6 M (120.1 FT)
 AB6062'NORTH OF AN EAST-WEST CHAIN LINK FENCE ON THE SOUTH PROPERTY LINE.
 AB6062'ACCESS TO THE DATUM POINT IS THROUGH A 127 MM LOGO CAP.  THE ROD IS
 AB6062'FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 7.6 M (24.9 FT) .
 AB6062'OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION, DISTRICT 7
 AB6062'DEPUTY DIRECTOR, 1001 ST MARYS PIKE, SIDNEY, OHIO 45365.  THE MARK IS
 AB6062'ACCESSIBLE ONLY BY ARRANGEMENT. CONTACT THE ODOT CLARK COUNTY
 AB6062'SUPERINTENDENT, (513) 325-4573, FOR ACCESS.  NOTE--SLEEVE DEPTH DOES
 AB6062'NOT MEET CLASS A REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3210 ***********************************************************************
 KY3210  DESIGNATION -  CLAIR
 KY3210  PID         -  KY3210
 KY3210  STATE/COUNTY-  OH/BELMONT
 KY3210  USGS QUAD   -  LANSING (1994)
 KY3210
 KY3210                         *CURRENT SURVEY CONTROL
 KY3210  ___________________________________________________________________
 KY3210* NAD 83(1995)-  40 04 12.09107(N)    080 51 08.83583(W)     ADJUSTED  
 KY3210* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 KY3210  ___________________________________________________________________
 KY3210  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 KY3210  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY3210
 KY3210  HORZ ORDER  -  THIRD
 KY3210
 KY3210.The horizontal coordinates were established by classical geodetic methods
 KY3210.and adjusted by the National Geodetic Survey in April 1998..
 KY3210
 KY3210.The orthometric height was scaled from a topographic map.
 KY3210
 KY3210.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3210
 KY3210.The geoid height was determined by GEOID03.
 KY3210
 KY3210;                    North         East     Units Scale Factor Converg.
 KY3210;SPC OH S     -   231,090.352   740,539.706   MT  1.00000747   +1 02 43.4
 KY3210;UTM  17      - 4,435,539.817   512,581.576   MT  0.99960195   +0 05 41.9
 KY3210
 KY3210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3210!SPC OH S     -   0.99994228  x   1.00000747  =   0.99994975
 KY3210!UTM  17      -   0.99994228  x   0.99960195  =   0.99954426
 KY3210
 KY3210|---------------------------------------------------------------------|
 KY3210| PID    Reference Object                     Distance      Geod. Az  |
 KY3210|                                                           dddmmss.s |
 KY3210| CX3430 CLAIR 2 RM 4                         36.311 METERS 00523     |
 KY3210| KY3221 CLAIR 2                              35.822 METERS 01249     |
 KY3210| CX3427 CLAIR RM 1                           18.210 METERS 06149     |
 KY3210| KY3222 CLAIR AZ MK                         APPROX. 0.7 KM 2782023.7 |
 KY3210| CX3428 CLAIR RM 2                           18.290 METERS 31557     |
 KY3210| KY3209 EBBERTS BELMONT COUNTY SURVEY         6.884 METERS 33145     |
 KY3210|---------------------------------------------------------------------|
 KY3210
 KY3210                          SUPERSEDED SURVEY CONTROL
 KY3210
 KY3210  NAD 83(1986)-  40 04 12.10126(N)    080 51 08.84076(W) AD(       ) 3
 KY3210  NAD 27      -  40 04 11.83950(N)    080 51 09.51930(W) AD(       ) 3
 KY3210
 KY3210.Superseded values are not recommended for survey control.
 KY3210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3210.See file dsdata.txt to determine how the superseded data were derived.
 KY3210
 KY3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE1258235540(NAD 83)
 KY3210_MARKER: DS = TRIANGULATION STATION DISK
 KY3210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3210
 KY3210  HISTORY     - Date     Condition        Report By
 KY3210  HISTORY     - 1963     MONUMENTED       CGS
 KY3210  HISTORY     - 1978     SEE DESCRIPTION  NGS
 KY3210  HISTORY     - 1978     GOOD             OHDT
 KY3210
 KY3210                          STATION DESCRIPTION
 KY3210
 KY3210'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3210'THE STATION IS LOCATED ABOUT 6 MILES WEST OF BRIDGEPORT, 3 MILES
 KY3210'EAST OF ST.  CLAIRSVILLE AND ON SECTION LINE 27 AND 28, R. 3 W, T.
 KY3210'6 N.  THE STATION IS ON THE RIGHT-OF-WAY OF INTERSTATE 70 AND U.S.
 KY3210'HIGHWAY 40.  IT IS 36 FEET SOUTH OF AN EAST-WEST FENCE LINE, 62
 KY3210'FEET SOUTHWEST OF A WITNESS POST AND 30 FEET NORTH OF THE SOUTH
 KY3210'SLOPE OF THE HILL CUT.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 KY3210'CLAIR 1963.
 KY3210'
 KY3210'TO REACH FROM THE JUNCTION OF US HIGHWAY 40 AND STATE HIGHWAY 7 IN
 KY3210'BRIDGEPORT, GO WEST ON US HIGHWAY 40 FOR 5.75 MILES TO THE
 KY3210'INTERSECTION OF INTERSTATE 70, US HIGHWAYS 40 AND 440 AND STATE
 KY3210'HIGHWAY 214, CONTINUE AHEAD ON INTERSTATE 70 AND US HIGHWAY 40
 KY3210'(WEST) FOR 1.0 MILE TO A UNDER-PASS FOR A COUNTY ROAD, CONTINUE
 KY3210'AHEAD ON INTERSTATE 70 FOR ABOUT 150 FEET TO THE WEST END OF GUARD
 KY3210'RAIL ON THE RIGHT AND YELLOW SIGN ON THE
 KY3210'RIGHT READING RIGHT LANE ENDS, BEAR RIGHT LEAVING THE HIGHWAY AND
 KY3210'GO WESTERLY UP STEEP SLOPE FOR 0.1 MILE TO HIGHEST POINT OF HILL
 KY3210'AND THE STATION AS DESCRIBED.
 KY3210'
 KY3210'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON INTERSTATE
 KY3210'70 FOR 0.3 MILE TO A EXIT TO THE RIGHT, KEEP RIGHT WITH THE EXIT
 KY3210'AND GO 0.1 MILE TO THE STOP SIGN AND COUNTY ROAD, TURN LEFT AND GO
 KY3210'SOUTHERLY FOR 0.05 MILE ON THE COUNTY ROAD TO THE BRIDGE AND THE
 KY3210'AZIMUTH MARK ON THE LEFT.
 KY3210'
 KY3210'REFERENCE MARK 1 IS 3 FEET WEST OF A WITNESS POST, 0.5 FOOT SOUTH
 KY3210'OF THE EAST-WEST FENCE LINE (WHICH IS THE BOUNDRY LINE OF
 KY3210'INTERSTATE 70), AND 3 FEET EAST OF THE EAST BRACE POST OF AN EAST-WEST
 KY3210'FENCE LINE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLAIR
 KY3210'NO 1 1963.
 KY3210'
 KY3210'REFERENCE MARK 2 IS 1 FOOT SOUTH OF THE WIRE FENCE, 11 FEET EAST
 KY3210'OF A POWER POLE AND 67 FEET NORTH OF THE SOUTH SLOPE OF THE HILL
 KY3210'CUT.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLAIR NO 2 1963.
 KY3210'
 KY3210'THE AZIMUTH MARK IS CEMENTED IN A DRILLED HOLE IN THE EAST SIDE OF
 KY3210'THE SOUTH ABUTMENT OF THE OVERPASS BRIDGE OVER INTERSTATE 70.  IT
 KY3210'IS 20 FEET EAST OF THE CENTERLINE OF THE BRIDGE AND THE
 KY3210'COUNTY ROAD, 4 FEET NORTHEAST OF A WITNESS POST AND 3 FEET WEST OF
 KY3210'THE EAST END OF THE SOUTH ABUTMENT.  THE MONUMENT IS FLUSH AND THE
 KY3210'DISK IS STAMPED CLAIR 1963.
 KY3210'
 KY3210'EBBERTS (BELMONT COUNTY SURVEY) IS 4 INCH I BEAM STEEL ROD, DRIVEN
 KY3210'INTO THE GROUND ABOUT 4 FEET.  THE TOP IS FLUSH WITH THE SURFACE.
 KY3210'IT IS 50 FEET SOUTHEAST OF THE POWER POLE, 64
 KY3210'FEET SOUTHWEST OF THE WITNESS POST AND 18 FEET SOUTH OF THE
 KY3210'EAST-WEST FENCE LINE.
 KY3210'
 KY3210'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 KY3210
 KY3210                          STATION RECOVERY (1978)
 KY3210
 KY3210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KY3210'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 KY3210'MARK 2 COULD NOT BE MEASURED TO DUE TO POISON IVY AND BRUSH ON
 KY3210'LINE.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.
 KY3210'EBBERTS (BELMONT COUNTY SURVEY) WAS FOUND BUT THE TOP RUSTY AND NO
 KY3210'DEFINITE POINT COULD BE TAKEN.  THE STATION MARK AND REFERENCE
 KY3210'MARKS ARE IN THE WAY OF CONSTRUCTION AND WERE DESTROYED AFTER A
 KY3210'NEW STATION CLAIR 2 1978 WAS ESTABLISHED.  THE AZIMUTH MARK WAS
 KY3210'LEFT INTACT AND USED WITH THE NEW STATION.
 KY3210'
 KY3210'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 KY3210'ST. CLAIRSVILLE.
 KY3210'
 KY3210'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KY3210
 KY3210                          STATION RECOVERY (1978)
 KY3210
 KY3210'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1978 (CA)
 KY3210'CLAIR RECOVERED GOOD.
 KY3210'
 KY3210'RM-1 RECOVERED GOOD.
 KY3210'
 KY3210'RM-2 RECOVERED GOOD.
 KY3210'
 KY3210'AT THIS TIME A NEW ROAD IS BEING PLANNED THROUGH THIS AREA AND
 KY3210'THIS MARK WILL BE DESTROYED WHEN THE NEW ROAD IS BUILT.
 KY3210'
 KY3210'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF ST.
 KY3210'CLAIRSVILLE OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3221 ***********************************************************************
 KY3221  DESIGNATION -  CLAIR 2
 KY3221  PID         -  KY3221
 KY3221  STATE/COUNTY-  OH/BELMONT
 KY3221  USGS QUAD   -  LANSING (1994)
 KY3221
 KY3221                         *CURRENT SURVEY CONTROL
 KY3221  ___________________________________________________________________
 KY3221* NAD 83(1995)-  40 04 13.22354(N)    080 51 08.50044(W)     ADJUSTED  
 KY3221* NAVD 88     -       403.9    (meters)    1325.     (feet)  GPS OBS   
 KY3221  ___________________________________________________________________
 KY3221  X           -     777,084.081 (meters)                     COMP
 KY3221  Y           -  -4,825,801.477 (meters)                     COMP
 KY3221  Z           -   4,084,203.674 (meters)                     COMP
 KY3221  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 KY3221  ELLIP HEIGHT-         370.06  (meters)          (10/07/05) GPS OBS
 KY3221  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY3221
 KY3221  HORZ ORDER  -  FIRST
 KY3221  ELLP ORDER  -  FOURTH    CLASS II
 KY3221
 KY3221.The horizontal coordinates were established by GPS observations
 KY3221.and adjusted by the National Geodetic Survey in October 2005..
 KY3221
 KY3221.The orthometric height was determined by GPS observations and a
 KY3221.high-resolution geoid model.
 KY3221
 KY3221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3221
 KY3221.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3221
 KY3221.The ellipsoidal height was determined by GPS observations
 KY3221.and is referenced to NAD 83.
 KY3221
 KY3221.The geoid height was determined by GEOID03.
 KY3221
 KY3221;                    North         East     Units Scale Factor Converg.
 KY3221;SPC OH S     -   231,125.420   740,547.015   MT  1.00000753   +1 02 43.7
 KY3221;UTM  17      - 4,435,574.745   512,589.463   MT  0.99960195   +0 05 42.1
 KY3221
 KY3221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3221!SPC OH S     -   0.99994195  x   1.00000753  =   0.99994948
 KY3221!UTM  17      -   0.99994195  x   0.99960195  =   0.99954392
 KY3221
 KY3221|---------------------------------------------------------------------|
 KY3221| PID    Reference Object                     Distance      Geod. Az  |
 KY3221|                                                           dddmmss.s |
 KY3221| CX3429 CLAIR 2 RM 3                          4.206 METERS 10705     |
 KY3221| KY3210 CLAIR                                35.822 METERS 19249     |
 KY3221| KY3222 CLAIR AZ MK                         APPROX. 0.7 KM 2752450.6 |
 KY3221| CX3430 CLAIR 2 RM 4                          4.742 METERS 28734     |
 KY3221|---------------------------------------------------------------------|
 KY3221
 KY3221                          SUPERSEDED SURVEY CONTROL
 KY3221
 KY3221  NAD 83(1995)-  40 04 13.21633(N)    080 51 08.50124(W) AD(       ) 1
 KY3221  NAD 83(1986)-  40 04 13.22646(N)    080 51 08.50618(W) AD(       ) 1
 KY3221  NAD 83(1986)-  40 04 13.22646(N)    080 51 08.50618(W) AD(       ) 3
 KY3221  NAD 27      -  40 04 12.96478(N)    080 51 09.18472(W) AD(       ) 3
 KY3221  NGVD 29 (07/19/86)  403.     (m)         1322.     (f) VERT ANG       
 KY3221
 KY3221.Superseded values are not recommended for survey control.
 KY3221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3221.See file dsdata.txt to determine how the superseded data were derived.
 KY3221
 KY3221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE1258935575(NAD 83)
 KY3221_MARKER: DD = SURVEY DISK
 KY3221_SETTING: 0 = UNSPECIFIED SETTING
 KY3221_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3221_STAMPING: CLAIR 2 1978
 KY3221_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY3221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3221+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 KY3221
 KY3221  HISTORY     - Date     Condition        Report By
 KY3221  HISTORY     - 1978     MONUMENTED       NGS
 KY3221  HISTORY     - 19960606 GOOD             GEOONE
 KY3221
 KY3221                          STATION DESCRIPTION
 KY3221
 KY3221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KY3221'THE STATION IS SET IN THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 KY3221'70, JOINING THE PROPERTY AND PEACH ORCHARD OF MR. JEROME EBBERTS,
 KY3221'ROUTE NO. 4, ST. CLAIRSVILLE, OHIO, 1 FOOT WEST OF A METAL WITNESS
 KY3221'POST, 15 FEET WEST OF A METAL WITNESS POST, 16 FEET EAST OF A
 KY3221'METAL WITNESS POST AND ON THE HIGHEST POINT IN THE AREA.  THE
 KY3221'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CLAIR 2 1978.
 KY3221'
 KY3221'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AN
 KY3221'STATE HIGHWAY 214, GO WEST ON I 70 FOR 1.0 MILE TO A HIGH
 KY3221'EMBANKMENT ON THE RIGHT AND THE STATION AS DESCRIBED.
 KY3221'
 KY3221'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON I 70
 KY3221'FOR 0.5 MILE TO AN OVERPASS AND THE AZIMUTH MARK ON THE LEFT.
 KY3221'
 KY3221'REFERENCE MARK 3 IS A STANDARD PRE-CAST MONUMENT (ALUMINUM) WITH
 KY3221'MAGNETS, STAMPED CLAIR 2 NO 3 1978, PROJECTING 3 INCHES, 1 FOOT
 KY3221'WEST OF A METAL WITNESS POST, 13 FEET EAST OF A METAL WITNESS POST
 KY3221'AND SET IN THE NORTH RIGHT-OF-WAY FENCE.
 KY3221'
 KY3221'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 KY3221'MAGNETS, STAMPED CLAIR 2 NO 4 1978, 1 FOOT EAST OF A METAL WITNESS
 KY3221'POST, 17 FEET WEST OF A METAL WITNESS POST AND IN THE NORTH
 KY3221'RIGHT-OF-WAY FENCE LINE.
 KY3221'
 KY3221'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLAIR 1963 SET IN A
 KY3221'DRILL HOLE IN THE EAST SIDE OF THE SOUTH ABUTMENT OF OVERPASS
 KY3221'BRIDGE OVER I 70, 20 FEET EAST OF THE CENTERLINE OF THE BRIDGE AND
 KY3221'ROAD, 4 FEET NORTHEAST OF A METAL WITNESS POST AND 3 FEET WEST OF
 KY3221'THE EAST END OF THE ABUTMENT.
 KY3221'
 KY3221'NEAREST TOWN--ST. CLAIRSVILLE.
 KY3221'
 KY3221'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KY3221
 KY3221                          STATION RECOVERY (1996)
 KY3221
 KY3221'RECOVERY NOTE BY GEOONE INCORPORATED 1996
 KY3221'RECOVERED AS DESCRIBED.  WITNESS POST HAD BEEN DAMAGED, WAS RESET UP
 KY3221'FOUND RM 3 SLIGHTLY DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3222 ***********************************************************************
 KY3222  DESIGNATION -  CLAIR AZ MK
 KY3222  PID         -  KY3222
 KY3222  STATE/COUNTY-  OH/BELMONT
 KY3222  USGS QUAD   -  LANSING (1994)
 KY3222
 KY3222                         *CURRENT SURVEY CONTROL
 KY3222  ___________________________________________________________________
 KY3222* NAD 83(1995)-  40 04 15.36275(N)    080 51 37.89415(W)     ADJUSTED  
 KY3222* NAVD 88     -       375.     (meters)    1230.     (feet)  VERTCON   
 KY3222  ___________________________________________________________________
 KY3222  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 KY3222  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY3222
 KY3222  HORZ ORDER  -  THIRD
 KY3222
 KY3222.The horizontal coordinates were established by classical geodetic methods
 KY3222.and adjusted by the National Geodetic Survey in April 1998..
 KY3222.No horizontal observational check was made to the station.
 KY3222
 KY3222.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3222
 KY3222.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3222
 KY3222.The geoid height was determined by GEOID03.
 KY3222
 KY3222;                    North         East     Units Scale Factor Converg.
 KY3222;SPC OH S     -   231,178.713   739,849.410   MT  1.00000766   +1 02 25.0
 KY3222;UTM  17      - 4,435,639.576   511,893.119   MT  0.99960174   +0 05 23.2
 KY3222
 KY3222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3222!SPC OH S     -   0.99994652  x   1.00000766  =   0.99995418
 KY3222!UTM  17      -   0.99994652  x   0.99960174  =   0.99954828
 KY3222
 KY3222:                Primary Azimuth Mark                     Grid Az
 KY3222:SPC OH S     -  CLAIR                                    097 17 40.0
 KY3222:UTM  17      -  CLAIR                                    098 14 41.8
 KY3222
 KY3222|---------------------------------------------------------------------|
 KY3222| PID    Reference Object                     Distance      Geod. Az  |
 KY3222|                                                           dddmmss.s |
 KY3222| KY3210 CLAIR                               APPROX. 0.7 KM 0982005.0 |
 KY3222|---------------------------------------------------------------------|
 KY3222
 KY3222                          SUPERSEDED SURVEY CONTROL
 KY3222
 KY3222  NAD 83(1986)-  40 04 15.37303(N)    080 51 37.89904(W) AD(       ) 3
 KY3222  NAD 27      -  40 04 15.11125(N)    080 51 38.57668(W) AD(       ) 3
 KY3222  NGVD 29 (07/19/86)  375.     (m)         1230.     (f) VERT ANG       
 KY3222
 KY3222.Superseded values are not recommended for survey control.
 KY3222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3222.See file dsdata.txt to determine how the superseded data were derived.
 KY3222
 KY3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE1189335640(NAD 83)
 KY3222_MARKER: DZ = AZIMUTH MARK DISK
 KY3222_SETTING: 0 = UNSPECIFIED SETTING
 KY3222
 KY3222  HISTORY     - Date     Condition        Report By
 KY3222  HISTORY     - 1978     MONUMENTED       NGS
 KY3222
 KY3222                          STATION DESCRIPTION
 KY3222
 KY3222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KY3222'TO REACH THE STATION CLAIR 2 FROM THE JUNCTION OF INTERSTATE
 KY3222'HIGHWAY 70 AND STATE HIGHWAY 214, GO WEST ON I 70 FOR 1.0 MILE TO
 KY3222'A HIGH EMBANKMENT ON THE RIGHT AND THE STATION AS DESCRIBED.
 KY3222'
 KY3222'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON I 70
 KY3222'FOR 0.5 MILE TO AN OVERPASS AND THE AZIMUTH MARK ON THE LEFT.
 KY3222'
 KY3222'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLAIR 1963 SET IN A
 KY3222'DRILL HOLE IN THE EAST SIDE OF THE SOUTH ABUTMENT OF OVERPASS
 KY3222'BRIDGE OVER I 70, 20 FEET EAST OF THE CENTERLINE OF THE BRIDGE AND
 KY3222'ROAD, 4 FEET NORTHEAST OF A METAL WITNESS POST AND 3 FEET WEST OF
 KY3222'THE EAST END OF THE ABUTMENT.
 KY3222'
 KY3222'NEAREST TOWN--ST. CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2125 ***********************************************************************
 MB2125  DESIGNATION -  CLARIDON RESET
 MB2125  PID         -  MB2125
 MB2125  STATE/COUNTY-  OH/GEAUGA
 MB2125  USGS QUAD   -  EAST CLARIDON (1994)
 MB2125
 MB2125                         *CURRENT SURVEY CONTROL
 MB2125  ___________________________________________________________________
 MB2125* NAD 83(1995)-  41 30 39.70762(N)    081 07 04.94958(W)     ADJUSTED  
 MB2125* NAVD 88     -       415.3    (meters)    1363.     (feet)  VERTCON   
 MB2125  ___________________________________________________________________
 MB2125  X           -     738,561.545 (meters)                     COMP
 MB2125  Y           -  -4,726,091.225 (meters)                     COMP
 MB2125  Z           -   4,205,342.418 (meters)                     COMP
 MB2125  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 MB2125  ELLIP HEIGHT-         381.36  (meters)          (10/07/05) GPS OBS
 MB2125  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB2125
 MB2125  HORZ ORDER  -  FIRST
 MB2125  ELLP ORDER  -  FOURTH    CLASS I
 MB2125
 MB2125.The horizontal coordinates were established by classical geodetic methods
 MB2125.and adjusted by the National Geodetic Survey in April 1998..
 MB2125
 MB2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2125
 MB2125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB2125
 MB2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2125
 MB2125.The ellipsoidal height was determined by GPS observations
 MB2125.and is referenced to NAD 83.
 MB2125
 MB2125.The geoid height was determined by GEOID03.
 MB2125
 MB2125;                    North         East     Units Scale Factor Converg.
 MB2125;SPC OH N     -   205,726.507   715,360.254   MT  0.99996903   +0 54 28.4
 MB2125;UTM  17      - 4,595,495.478   490,149.596   MT  0.99960119   -0 04 41.6
 MB2125
 MB2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2125!SPC OH N     -   0.99994019  x   0.99996903  =   0.99990922
 MB2125!UTM  17      -   0.99994019  x   0.99960119  =   0.99954140
 MB2125
 MB2125:                Primary Azimuth Mark                     Grid Az
 MB2125:SPC OH N     -  CLARIDON AZ MK                           007 09 55.1
 MB2125:UTM  17      -  CLARIDON AZ MK                           008 09 05.1
 MB2125
 MB2125|---------------------------------------------------------------------|
 MB2125| PID    Reference Object                     Distance      Geod. Az  |
 MB2125|                                                           dddmmss.s |
 MB2125| CC9791 CLARIDON AZ MK                                     0080423.5 |
 MB2125| CC9794 CLARIDON RM E                        87.950 METERS 09524     |
 MB2125| CC9792 CLARIDON RM 1                        52.563 METERS 17701     |
 MB2125| CC9793 CLARIDON RM 2                        42.840 METERS 25604     |
 MB2125|---------------------------------------------------------------------|
 MB2125
 MB2125                          SUPERSEDED SURVEY CONTROL
 MB2125
 MB2125  ELLIP H (04/01/98)  381.40   (m)                       GP(       ) 4 1
 MB2125  NAD 83(1986)-  41 30 39.71788(N)    081 07 04.94687(W) AD(       ) 1
 MB2125  NAD 27      -  41 30 39.52288(N)    081 07 05.59150(W) AD(       ) 1
 MB2125  NGVD 29 (12/02/91)  415.4    (m)         1363.     (f) GPS OBS        
 MB2125
 MB2125.Superseded values are not recommended for survey control.
 MB2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2125.See file dsdata.txt to determine how the superseded data were derived.
 MB2125
 MB2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9015095495(NAD 83)
 MB2125_MARKER: Z = SEE DESCRIPTION
 MB2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2125+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB2125
 MB2125  HISTORY     - Date     Condition        Report By
 MB2125  HISTORY     - 1877     MONUMENTED       USLS
 MB2125  HISTORY     - 1950     SEE DESCRIPTION  CGS
 MB2125  HISTORY     - 1951     SEE DESCRIPTION  CGS
 MB2125  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MB2125  HISTORY     - 1958     SEE DESCRIPTION  USGS
 MB2125  HISTORY     - 1959     SEE DESCRIPTION  USGS
 MB2125  HISTORY     - 1972     SEE DESCRIPTION  LOCSUR
 MB2125  HISTORY     - 1972     SEE DESCRIPTION  LOCSUR
 MB2125  HISTORY     - 1978     SEE DESCRIPTION  NGS
 MB2125  HISTORY     - 1990     GOOD             WOOLPT
 MB2125
 MB2125                          STATION DESCRIPTION
 MB2125
 MB2125'DESCRIBED BY US LAKE SURVEY 1877
 MB2125'THIS STATION IS SITUATED IN LOT 1, SECTION 14, CLARIDON TOWNSHIP,
 MB2125'GEAUGA COUNTY,
 MB2125'OHIO, ABOUT 1-1/2 MILES IN A SOUTHERLY DIRECTION
 MB2125'FROM THE VILLAGE OF EAST
 MB2125'CLARIDON, AND 2 MILES FROM THE RAILWAY
 MB2125'STATION.  THE HEIGHT OF STATION USED WAS
 MB2125'100 FEET.  THE GEODETIC
 MB2125'POINT IS MARKED IN THE USUAL MANNER.  THREE STONE REFERENCE
 MB2125'POSTS
 MB2125'WERE SET AS FOLLOWS- ONE BEARING SOUTH 83 DEG. 38 MIN. EAST, DISTANT
 MB2125'87.8 METERS, ONE BEARING
 MB2125'SOUTH 23 DEG. 11 MIN. EAST, DISTANT 65.5
 MB2125'METERS, AND ONE BEARING SOUTH 3 DEG. 41
 MB2125'MIN. WEST, DISTANT 61.2 METERS
 MB2125'FROM GEODETIC POINT.  THE FIRST MENTIONED REFERENCE STONE
 MB2125'IS SET
 MB2125'BY THE NORTH-AND-SOUTH LINE FENCE EAST OF THE STATION,
 MB2125'AND THE LAST TWO BY THE
 MB2125'EAST-AND-WEST LINE FENCE SOUTH OF THE
 MB2125'STATION.  THE HEIGHT OF GROUND AT THE
 MB2125'STATION ABOVE MENA LEVEL
 MB2125'OF LAKE ERIE IS 793.0 FEET.
 MB2125
 MB2125                          STATION RECOVERY (1950)
 MB2125
 MB2125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2125'STATION AND REFERENCE MARK RECOVERED AND FOUND IN GOOD CONDITION.
 MB2125'ORIGINAL DESCRIPTION WAS
 MB2125'FOUND ADEQUATE AND COMPLETE.
 MB2125'
 MB2125'STATION WAS NOT OCCUPIED IN 1950 ALTHOUGH A REFERENCE MARK WAS
 MB2125'ESTABLISHED.  AN AZIMUTH
 MB2125'MARK IS REQUIRED.
 MB2125
 MB2125                          STATION RECOVERY (1951)
 MB2125
 MB2125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2125'THE STATION AND REFERENCE MARK EAST RECOVERED AND FOUND IN GOOD
 MB2125'CONDITION.  THE ORIGINAL
 MB2125'STATION MARK WAS A GRANITE POST ABOUT 8 BY 8 INCHES SQUARE WITH A
 MB2125'HOLE IN THE CENTER OF TOP.  AT THE
 MB2125'PROPERTY OWNERS REQUEST THE STATION MARK WAS LOWERED.  THE ORIGINAL
 MB2125'POINT WAS HELD AND A NEW UNDERGROUND AND
 MB2125'SURFACE MARK WAS SET BY THIS PARTY.
 MB2125'
 MB2125'REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE ESTABLISHED IN 1950
 MB2125'ALTHOUGH THE STATION WAS NOT
 MB2125'OCCUPIED.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME BY THIS
 MB2125'PARTY.
 MB2125'
 MB2125'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 MB2125'
 MB2125'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF BURTON AND 1-1/2 MILES
 MB2125'SOUTH OF EAST CLARIDON ON THE
 MB2125'HIGHEST POINT OF A PROMINENT HILL IN AN OPEN FIELD AND ON LAND OWNED
 MB2125'BY MR. TOM C. RICHMOND.  IT IS ABOUT
 MB2125'1/2 MILE SOUTHWEST OF THE RICHMOND FARM HOUSE, 280 FEET
 MB2125'WEST OF THE EAST SIDE OF FIELD, 170 FEET NORTH OF
 MB2125'THE SOUTH END OF FIELD AND 140 FEET
 MB2125'EAST OF THE WEST SIDE OF FIELD AND WHITE WITNESS POST.  THE MARK IS
 MB2125'SET 12 INCHES BELOW THE GROUND
 MB2125'SURFACE AND THE DISK STAMPED CLARIDON USLS 1877 1951. (NOTES 1C AND
 MB2125'7A)
 MB2125'
 MB2125'REFERENCE MARK (EAST) IS 288.6 FEET EAST OF THE STATION, 15 FEET
 MB2125'NORTH OF AN 18 INCH WILD CHERRY
 MB2125'TREE, 5 FEET EAST OF WEST EDGE OF WOODED AREA AND 2 FEET EAST OF
 MB2125'FENCE LINE.  THE MARK IS A 6 BY 6 INCH
 MB2125'SQUARE TOPPED STONE POST PROJECTING ABOUT 18 INCHES WITH THE
 MB2125'LETTERING U.S. IN THE TOP.
 MB2125'
 MB2125'REFERENCE MARK NO 1 IS 172.47 FEET SOUTH OF THE STATION, 28 FEET
 MB2125'NORTH OF FENCE LINE.  THE MARK
 MB2125'PROJECTS ABOUT 8 INCHES AND THE DISK STAMPED CLARIDON NO 1 1950.
 MB2125'(NOTE 11B)
 MB2125'
 MB2125'REFERENCE MARK NO 2 IS 140.51 FEET WEST OF THE STATION, SET IN THE
 MB2125'WEST EDGE OF FIELD 2 FEET
 MB2125'SOUTH OF WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 MB2125'THE DISK STAMPED CLARIDON NO 2 1950.
 MB2125'(NOTE 11B)
 MB2125'
 MB2125'THE AZIMUTH MARK IS ABOUT 1-1/2 MILES NORTH OF THE STATION, SET ON
 MB2125'THE GROUNDS OF THE EAST
 MB2125'CLARIDON METHODIST CHURCH.  IT IS 15 FEET WEST OF THE MAIN ENTRANCE
 MB2125'INTO CHURCH AND 1 FOOT NORTH OF THE
 MB2125'WEST END OF SIDEWALK.  THE MARK IS SET FLUSH WITH THE GROUND
 MB2125'SURFACE AND THE DISK STAMPED CLARIDON USLS
 MB2125'1877 1951.  (NOTE 16A).
 MB2125'
 MB2125'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 322 AND
 MB2125'STATE HIGHWAY NO.  608 IN EAST
 MB2125'CLARIDON, GO SOUTH ON STATE HIGHWAY NO. 608 FOR 1.0 MILE TO DRIVEWAY
 MB2125'RIGHT INTO FARM YARD, TURN RIGHT
 MB2125'INTO DRIVEWAY AND GO WEST PASSING BETWEEN BARNS FOR 0.05 MILE,
 MB2125'BEAR LEFT FOR ABOUT 0.05 MILE, BEAR RIGHT AND
 MB2125'FOLLOW ROAD WEST BETWEEN TOW FILDS FOR 0.2
 MB2125'MILE TO DITCH, TURN SHARP LEFT AFTER CROSSING DITCH AND GO SOUTH
 MB2125'ALONG EAST SIDE OF FIELD FOR 0.1 MILE,
 MB2125'TURN RIGHT ALONG SOUTH SIDE OF FIELD AND GO WEST FOR 0.3 MILE TO
 MB2125'FENCE GAP IN CORNER OF FIELD, TURN
 MB2125'LEFT THROUGH GAP AND FOLLOW FIELD ROAD SOUTH ALONG THE EAST SIDE
 MB2125'OF FIELD FOR 0.45 MILE TO TOP OF RIDGE,
 MB2125'TURN RIGHT AND GO WEST FOR 280 FEET TO THE STATION
 MB2125'AS DESCRIBED.
 MB2125'
 MB2125'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY NO. 322
 MB2125'AND STATE HIGHWAY NO. 608 IN EAST
 MB2125'CLARIDON, GO EAST ON U.S. HIGHWAY NO. 322 FOR 0.1 MILE TO THE
 MB2125'METHODIST CHURCH ON THE NORTH SIDE
 MB2125'AND MARK AS DESCRIBED.
 MB2125'
 MB2125'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MB2125
 MB2125                          STATION RECOVERY (1957)
 MB2125
 MB2125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MB2125'THE STATION, REFERENCE MARKS 1, 2 AND THREE AND THE AZIMUTH
 MB2125'MARK WERE
 MB2125'RECOVERED AS DESCRIBED IN 1951 AND FOUND TO BE IN
 MB2125'GOOD CONDITION.  THE 1951
 MB2125'DESCRIPTION IS ADEQUATE.
 MB2125
 MB2125                          STATION RECOVERY (1958)
 MB2125
 MB2125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MB2125'STATION AND REFERENCE MARKS WERE DESTROYED DUE TO THE REMOVAL
 MB2125'OF GRAVEL FROM THE
 MB2125'OWNERS PROPERTY.
 MB2125
 MB2125                          STATION RECOVERY (1959)
 MB2125
 MB2125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MB2125'ALL REFERENCE AND AZIMUTH MARKS FOUND AS DESCRIBED AND IN GOOD
 MB2125'CONDITION.  MAIN
 MB2125'SURFACE MARKER HAS BEEN REMOVED BUT FARMER IN HOUSE
 MB2125'DESCRIBED IN NOTES STATED THAT
 MB2125'UNDERGROUND MARKER HAS NOT BEEN
 MB2125'DISTURBED.
 MB2125
 MB2125                          STATION RECOVERY (1972)
 MB2125
 MB2125'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (TRR)
 MB2125'RECOVERED BY GEAUGA COUNTY GEODETIC SURVEY
 MB2125'
 MB2125'STATION CLARIDON USLS AND REFERENCE MARKS RECOVERED AS DESCRIBED IN
 MB2125'1951.  RECOVERY
 MB2125'NOTE OF 1958, INDICATING STATION AND REFERENCE MARKS
 MB2125'DESTROYED, SHOULD BE DELETED.
 MB2125
 MB2125                          STATION RECOVERY (1972)
 MB2125
 MB2125'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (DAL)
 MB2125'RECOVERED BY GEAUGA COUNTY GEODETIC SURVEY
 MB2125'
 MB2125'CLARIDON USLS 1877 1951 GOOD
 MB2125'
 MB2125'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 MB2125'CONDITION AS
 MB2125'DESCRIBED IN 1951 ON LAND NOW OWNED BY PETERSON.  1951 DESCRIPTION
 MB2125'IS ADEQUATE.  1958
 MB2125'RECOVERY NOTE SHOULD BE DELETED.
 MB2125'
 MB2125'DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES NORTH OF
 MB2125'BURTON
 MB2125
 MB2125                          STATION RECOVERY (1978)
 MB2125
 MB2125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 MB2125'THE STATION, REFERENCE MARKS 1, 2, AND EAST, AND THE AZIMUTH
 MB2125'MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS
 MB2125'NO LONGER VISIBLE FROM THE GROUND OR THE TOP OF THE TOWER AND
 MB2125'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH A NEW ONE.  THE
 MB2125'DIRECTIONS TO ALL REFERENCE MARKS CHECKED FAVORABLY.
 MB2125'DIFFERENCES FROM 1951 MEASUREMENTS OF 0.02 FOOT SHORTER TO
 MB2125'REFERENCE MARK 1, 0.04 FOOT LONGER TO REFERENCE MARK 2, AND
 MB2125'0.05 FOOT SHORTER TO REFERENCE MARK EAST WAS NOTED AND
 MB2125'VERIFIED AT THIS TIME.  DUE TO CHANGES A COMPLETE DESCRIPTIONS
 MB2125'FOLLOWS.
 MB2125'
 MB2125'THE STATION IS ABOUT 3 MILES NORTH OF BURTON, 1-1/2 MILES
 MB2125'SOUTH OF EAST CLARIDON, AND ON THE HIGHEST PART OF A PROMINENT
 MB2125'HILL IN AN OPEN FIELD ON PROPERTY OWNED BY MRS. CLIFF PETERSON,
 MB2125'STATE ROUTE 608, EAST CLARIDON, OHIO 44033, TELEPHONE NUMBER
 MB2125'216-635-5341.
 MB2125'
 MB2125'TO REACH THE STATION FROM THE POST OFFICE IN EAST CLARIDON
 MB2125'JUST SOUTH OF THE JUNCTION OF STATE HIGHWAYS 322 AND 608, GO
 MB2125'SOUTH ON STATE HIGHWAY 608 FOR 1.0 MILE TO A GRAVEL DRIVEWAY
 MB2125'ON THE RIGHT, AT MRS. PETERSONS HOUSE.  TURN RIGHT AND GO WEST
 MB2125'PASSING TO THE SOUTH OF A LARGE WHITE BARN, CONTINUE WESTERLY
 MB2125'ALONG THE NORTH SIDE OF A FIELD FOR 0.3 MILE TO THE NORTHWEST
 MB2125'CORNER OF THE FIELD.  TURN LEFT AND GO SOUTH ALONG THE WEST
 MB2125'SIDE OF THE FIELD FOR 0.05 MILE TO A WIRE GATE ON THE RIGHT.
 MB2125'TURN RIGHT, PASS THROUGH THE GATE AND GO WESTERLY ACROSS AN
 MB2125'OPEN FIELD FOR 0.15 MILE TO AN OPENING IN THE FENCE.  PASS
 MB2125'THROUGH THE GATE AND TURN SHARP LEFT AND GO SOUTH ALONG THE
 MB2125'EAST SIDE OF A PASTURE FOR 0.25 MILE TO A LADDER ACROSS A
 MB2125'GAP IN THE FENCE.  PASS THROUGH THE GAP AND CONTINUE
 MB2125'SOUTHERLY ALONG THE EAST SIDE OF THE PASTURE FOR 0.25
 MB2125'MILE TO A POINT ABOUT 150 FEET BEFORE REACHING THE SOUTH
 MB2125'END OF THE FIELD.  TURN RIGHT AND GO WEST ACROSS THE FIELD
 MB2125'FOR ABOUT 280 FEET TO THE STATION.
 MB2125'
 MB2125'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 MB2125'322 AND 608 IN EAST CLARIDON, GO EAST ON STATE HIGHWAY 322 FOR
 MB2125'0.1 MILE TO THE METHODIST CHURCH ON THE LEFT AND THE AZIMUTH
 MB2125'MARK.
 MB2125'
 MB2125'THE STATION MARK, STAMPED---CLARIDON USLS 1877 1951---, IS A
 MB2125'STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 MB2125'THAT IS 18 INCHES BELOW THE GROUND.  IT IS 280 FEET WEST OF THE
 MB2125'EAST SIDE OF THE FIELD, 170 FEET NORTH OF THE SOUTH SIDE OF THE
 MB2125'FIELD AND 140 FEET EAST OF THE WEST SIDE OF THE FIELD.  THE
 MB2125'UNDERGROUND DISK WAS NOT INSPECTED AT THIS DATE.
 MB2125'
 MB2125'REFERENCE MARK 1, STAMPED---CLARIDON NO 1 1950---, IS A
 MB2125'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2125'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 36
 MB2125'FEET NORTH OF A LARGE OAK TREE AND ABOUT 4 FEET BELOW THE LEVEL
 MB2125'OF THE STATION.
 MB2125'
 MB2125'REFERENCE MARK 2, STAMPED---CLARIDON NO 2 1950---, IS A
 MB2125'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2125'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 21.0
 MB2125'FEET WEST OF THE WEST SIDE OF THE FIELD, 10.0 FEET EAST OF A
 MB2125'15-INCH OAK TREE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 MB2125'STATION.
 MB2125'
 MB2125'REFERENCE MARK EAST IS A 6 BY 6-INCH GRANITE POST WITH
 MB2125'US ENGRAVED IN THE TOP AND PROJECTING 18 INCHES ABOVE THE
 MB2125'GROUND.  IT IS ABOUT 5 FEET BELOW THE LEVEL OF THE STATION.
 MB2125'
 MB2125'AZIMUTH MARK, STAMPED---CLARIDON USLS 1877 1951---, IS A
 MB2125'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MB2125'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 15.0 FEET WEST
 MB2125'OF THE FRONT DOOR OF THE CHURCH, 11.7 FEET SOUTH OF THE
 MB2125'SOUTHWEST CORNER OF THE CHURCH AND 0.6 FOOT NORTH OF THE NORTH
 MB2125'EDGE OF A SIDEWALK.
 MB2125'
 MB2125'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 31.0 METERS.
 MB2125'A 4-WHEEL DRIVE VEHICLE IS RECOMMENDED FOR THIS STATION, DUE
 MB2125'TO THE TERRAIN.  NO MEASUREMENT BETWEEN REFERENCE MARKS DUE
 MB2125'TO TREES, BRUSH, AND HIGH PRAIRIE HAY ON LINE.
 MB2125'
 MB2125'DESCRIBED BY R.L. ZURFLUH.
 MB2125
 MB2125                          STATION RECOVERY (1990)
 MB2125
 MB2125'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990 (DT)
 MB2125'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2061 ***********************************************************************
 JX2061  DESIGNATION -  CLARINGTON RADIO KHQ 38 TOWER
 JX2061  PID         -  JX2061
 JX2061  STATE/COUNTY-  OH/MONROE
 JX2061  USGS QUAD   -  CAMERON (1994)
 JX2061
 JX2061                         *CURRENT SURVEY CONTROL
 JX2061  ___________________________________________________________________
 JX2061* NAD 83(1995)-  39 47 22.84502(N)    080 53 19.94896(W)     ADJUSTED  
 JX2061* NAVD 88     -                                                        
 JX2061  ___________________________________________________________________
 JX2061  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 JX2061  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JX2061
 JX2061  HORZ ORDER  -  THIRD
 JX2061
 JX2061.The horizontal coordinates were established by classical geodetic methods
 JX2061.and adjusted by the National Geodetic Survey in April 1998..
 JX2061
 JX2061
 JX2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2061
 JX2061.The geoid height was determined by GEOID03.
 JX2061
 JX2061;                    North         East     Units Scale Factor Converg.
 JX2061;SPC OH S     -   199,912.052   737,988.650   MT  0.99996088   +1 01 20.2
 JX2061;UTM  17      - 4,404,419.994   509,514.660   MT  0.99960111   +0 04 16.0
 JX2061
 JX2061                          SUPERSEDED SURVEY CONTROL
 JX2061
 JX2061  NAD 83(1986)-  39 47 22.85309(N)    080 53 19.95619(W) AD(       ) 4
 JX2061  NAD 27      -  39 47 22.58400(N)    080 53 20.62300(W) AD(       ) 3
 JX2061
 JX2061.Superseded values are not recommended for survey control.
 JX2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2061.See file dsdata.txt to determine how the superseded data were derived.
 JX2061
 JX2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE0951504420(NAD 83)
 JX2061_MARKER: 42 = RADIO/TV MAST
 JX2061
 JX2061  HISTORY     - Date     Condition        Report By
 JX2061  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2061
 JX2061                          STATION DESCRIPTION
 JX2061
 JX2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JX2061'LOCATED ON CASE RIDGE ABOUT 1-1/2 MILES NORTHWEST OF CLARINGTON,
 JX2061'7 MILES SOUTHWEST
 JX2061'OF POWHATAN POINT AND ON THE PROPERTY OF THE BELL TELEPHONE COMPANY.
 JX2061'IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 JX2061'STATION MARK DISK SET IN THE TOP OF AN 8 BY 8 INCH
 JX2061'CONCRETE POST THAT PROJECTS 2 INCHES AND IS STAMPED KQH
 JX2061'38 1957 1346.  IT IS IN THE
 JX2061'APPROXIMATE CENTER OF THE BASE OF THE RADIO TOWER, 15 FEET SOUTHEAST
 JX2061'OF THE SOUTHEAST CORNER OF A
 JX2061'CONCRETE BLOCK BUILDING AND 22 FEET SOUTH OF THE NORTHEAST CORNER OF
 JX2061'THE CONCRETE BLOCK BUILDING.
 JX2061'
 JX2061'THE TOWER IS A 3 LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED IN
 JX2061'ALTERNATE SECTIONS OF RED AND
 JX2061'WHITE.  IT HAS A BLINKING RED LIGHT AT THE CENTER OF THE TOP AND A
 JX2061'MICRO-DISK ON THE WEST SIDE OF THE TOP.
 JX2061'IT IS OWNED AND OPERATED BY THE BELL TELEPHONE COMPANY.  THE
 JX2061'OVERALL HEIGHT IS 200 FEET.
 JX2061'
 JX2061'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 556 IN CLARINGTON,
 JX2061'GO NORTHWEST ON HIGHWAY 556 FOR
 JX2061'2.05 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST ON A
 JX2061'GRAVELED ROAD FOR 0.15 MILE TO THE
 JX2061'STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1098 ***********************************************************************
 MC1098  DESIGNATION -  CLARK
 MC1098  PID         -  MC1098
 MC1098  STATE/COUNTY-  OH/HURON
 MC1098  USGS QUAD   -  CLARKSFIELD (1972)
 MC1098
 MC1098                         *CURRENT SURVEY CONTROL
 MC1098  ___________________________________________________________________
 MC1098* NAD 83(1995)-  41 11 59.90927(N)    082 24 45.81428(W)     ADJUSTED  
 MC1098* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 MC1098  ___________________________________________________________________
 MC1098  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 MC1098  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 MC1098
 MC1098  HORZ ORDER  -  FIRST
 MC1098
 MC1098.The horizontal coordinates were established by classical geodetic methods
 MC1098.and adjusted by the National Geodetic Survey in April 1998..
 MC1098
 MC1098.The orthometric height was scaled from a topographic map.
 MC1098
 MC1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1098
 MC1098.The geoid height was determined by GEOID03.
 MC1098
 MC1098;                    North         East     Units Scale Factor Converg.
 MC1098;SPC OH N     -   170,271.783   607,320.133   MT  0.99994180   +0 03 26.4
 MC1098;UTM  17      - 4,561,918.567   381,545.777   MT  0.99977269   -0 55 50.4
 MC1098
 MC1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1098!SPC OH N     -   0.99996261  x   0.99994180  =   0.99990441
 MC1098!UTM  17      -   0.99996261  x   0.99977269  =   0.99973531
 MC1098
 MC1098:                Primary Azimuth Mark                     Grid Az
 MC1098:SPC OH N     -  WAKEMAN BUCKEYE PIPELINE MAST            010 45 03.8
 MC1098:UTM  17      -  WAKEMAN BUCKEYE PIPELINE MAST            011 44 20.6
 MC1098
 MC1098|---------------------------------------------------------------------|
 MC1098| PID    Reference Object                     Distance      Geod. Az  |
 MC1098|                                                           dddmmss.s |
 MC1098| MC1115 WAKEMAN BUCKEYE PIPELINE MAST       APPROX. 6.3 KM 0104830.2 |
 MC1098| CE5893 CLARK RM 1                           21.053 METERS 15056     |
 MC1098| CE5892 CLARK AZ MK                                        2314643.8 |
 MC1098| CE5894 CLARK RM 2                           19.113 METERS 25518     |
 MC1098|---------------------------------------------------------------------|
 MC1098
 MC1098                          SUPERSEDED SURVEY CONTROL
 MC1098
 MC1098  NAD 83(1986)-  41 11 59.91662(N)    082 24 45.82538(W) AD(       ) 1
 MC1098  NAD 27      -  41 11 59.72938(N)    082 24 46.22069(W) AD(       ) 1
 MC1098
 MC1098.Superseded values are not recommended for survey control.
 MC1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1098.See file dsdata.txt to determine how the superseded data were derived.
 MC1098
 MC1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF8154661919(NAD 83)
 MC1098_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1098
 MC1098  HISTORY     - Date     Condition        Report By
 MC1098  HISTORY     - 1959     MONUMENTED       CGS
 MC1098  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1098
 MC1098                          STATION DESCRIPTION
 MC1098
 MC1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1098'THE STATION IS ABOUT 0.5 MILE NORTH OF THE SMALL VILLAGE OF
 MC1098'CLARKSFIELD AND ON THE
 MC1098'NORTH RIGHT-OF-WAY OF STATE HIGHWAY 18.
 MC1098'
 MC1098'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 60 AND
 MC1098'18 ON THE NORTH SIDE OF
 MC1098'CLARKSFIELD, GO NORTHWESTERLY ON HIGHWAY 18 FOR 0.4 MILE TO A
 MC1098'BLACKTOP SIDE ROAD ON THE RIGHT
 MC1098'AND THE STATION ON THE RIGHT.
 MC1098'
 MC1098'STATION MARKS ARE STANDARD DISKS STAMPED CLARK 1959.  THE SURFACE
 MC1098'DISK IS SET IN A SQUARE
 MC1098'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 46.0 FEET
 MC1098'SOUTH OF THE CENTERLINE OF THE
 MC1098'BLACKTOP SIDE ROAD, 55.5 FEET SOUTHWEST OF THE NORTHWEST
 MC1098'CORNER OF A FENCE, 32.5 NORTHWEST OF THE
 MC1098'SOUTHWEST CORNER OF THE FENCE, 11.5 FEET
 MC1098'WEST OF THE NORTH-SOUTH FENCE, AND ON A BANK ABOUT 10 FEET
 MC1098'HIGHER THAN HIGHWAY 18.  THE
 MC1098'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES
 MC1098'BELOW THE SURFACE OF THE GROUND.
 MC1098'
 MC1098'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLARK NO 1 1959, IS SET
 MC1098'IN A SQUARE CONCRETE
 MC1098'POST WHICH PROJECTS 1 INCH.  IT IS 1.0 FOOT SOUTH OF AN EAST-WEST
 MC1098'FENCE AND 44.0 FEET EAST OF THE
 MC1098'SOUTHWEST CORNER OF THE FENCE.
 MC1098'
 MC1098'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLARK NO 2 1959, IS SET
 MC1098'IN A SQUARE CONCRETE
 MC1098'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 71.5 FEET NORTH OF
 MC1098'THE CENTERLINE OF HIGHWAY 18, 53
 MC1098'FEET SOUTHEAST OF THE CENTERLINE OF THE BLACKTOP
 MC1098'SIDE ROAD AND 61.0 FEET SOUTHWEST OF THE SOUTHWEST
 MC1098'CORNER OF THE FENCE.
 MC1098'
 MC1098'AZIMUTH MARK, A STANDARD DISK STAMPED CLARK 1959, IS SET IN A SQUARE
 MC1098'CONCRETE POST WHICH
 MC1098'PROJECTS 4 INCHES.  IT IS 32.5 FEET SOUTH OF THE PAINTED CENTER LINE
 MC1098'OF ZENOBIA ROAD, 2.5 FEET
 MC1098'NORTHWEST OF A POWERLINE POLE AND 61.0 FEET NORTHWEST OF THE
 MC1098'NORTHWEST CORNER OF A HOUSE.  A STANDARD
 MC1098'METAL WITNESS POST WAS SET 1.8 FEET EAST OF
 MC1098'THE MARK.
 MC1098'
 MC1098'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ON
 MC1098'HIGHWAY 18 FOR 0.35 MILE TO
 MC1098'A ROAD ON THE RIGHT WHICH IS ABOUT 0.05 MILE NORTH OF THE
 MC1098'INTERSECTION OF HIGHWAYS 60 AND 18.
 MC1098'TURN RIGHT AND GO WESTERLY ON ZENOBIA ROAD FOR 0.4 MILE TO A
 MC1098'SMALL HOUSE ON THE LEFT AND THE
 MC1098'AZIMUTH MARK AS DESCRIBED.
 MC1098'
 MC1098'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 MC1098
 MC1098                          STATION RECOVERY (1971)
 MC1098
 MC1098'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 MC1098'CLARK 1959 GOOD - HAS WITNESS
 MC1098'CLARK NO 1-1959
 MC1098'GOOD - NO WITNESS
 MC1098'CLARK NO 2-1959 GOOD - HAS WITNESS
 MC1098'AZI. CLARK 1959 GOOD - HAS WITNESS
 MC1098'
 MC1098'DESCRIPTION ACCURATE.
 MC1098'AIRLINE DISTANCE
 MC1098'AND DIRECTION FROM NEAREST TOWN- .5 MILES N OF CLARKSFIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2557 ***********************************************************************
 LA2557  DESIGNATION -  CLARK 1
 LA2557  PID         -  LA2557
 LA2557  STATE/COUNTY-  OH/CLARK
 LA2557  USGS QUAD   -  CHRISTIANSBURG (1984)
 LA2557
 LA2557                         *CURRENT SURVEY CONTROL
 LA2557  ___________________________________________________________________
 LA2557* NAD 83(1995)-  40 02 24.50001(N)    084 02 09.40243(W)     ADJUSTED  
 LA2557* NAVD 88     -       327.1    (meters)    1073.     (feet)  GPS OBS   
 LA2557  ___________________________________________________________________
 LA2557  X           -     508,100.015 (meters)                     COMP
 LA2557  Y           -  -4,863,598.007 (meters)                     COMP
 LA2557  Z           -   4,081,587.733 (meters)                     COMP
 LA2557  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LA2557  ELLIP HEIGHT-         293.85  (meters)          (10/07/05) GPS OBS
 LA2557  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LA2557
 LA2557  HORZ ORDER  -  FIRST
 LA2557  ELLP ORDER  -  FOURTH    CLASS I
 LA2557
 LA2557.The horizontal coordinates were established by GPS observations
 LA2557.and adjusted by the National Geodetic Survey in April 1998..
 LA2557
 LA2557.The orthometric height was determined by GPS observations and a
 LA2557.high-resolution geoid model.
 LA2557
 LA2557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2557
 LA2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2557
 LA2557.The ellipsoidal height was determined by GPS observations
 LA2557.and is referenced to NAD 83.
 LA2557
 LA2557.The geoid height was determined by GEOID03.
 LA2557
 LA2557;                    North         East     Units Scale Factor Converg.
 LA2557;SPC OH S     -   227,604.547   468,922.695   MT  1.00000135   -0 58 28.5
 LA2557;UTM  16      - 4,436,422.373   752,882.281   MT  1.00038733   +1 54 28.3
 LA2557;UTM  17      - 4,436,629.196   240,983.321   MT  1.00042599   -1 57 15.1
 LA2557
 LA2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2557!SPC OH S     -   0.99995390  x   1.00000135  =   0.99995525
 LA2557!UTM  16      -   0.99995390  x   1.00038733  =   1.00034122
 LA2557!UTM  17      -   0.99995390  x   1.00042599  =   1.00037987
 LA2557
 LA2557                          SUPERSEDED SURVEY CONTROL
 LA2557
 LA2557  ELLIP H (04/01/98)  293.93   (m)                       GP(       ) 4 1
 LA2557  NAD 83(1986)-  40 02 24.50666(N)    084 02 09.40672(W) AD(       ) 1
 LA2557
 LA2557.Superseded values are not recommended for survey control.
 LA2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2557.See file dsdata.txt to determine how the superseded data were derived.
 LA2557
 LA2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK5288236422(NAD 83)
 LA2557_MARKER: DD = SURVEY DISK
 LA2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2557_SP_SET: CONCRETE POST
 LA2557_STAMPING: 1 1993
 LA2557_MARK LOGO: OH-023
 LA2557_PROJECTION: FLUSH
 LA2557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LA2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2557+STABILITY: SURFACE MOTION
 LA2557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2557+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1999
 LA2557
 LA2557  HISTORY     - Date     Condition        Report By
 LA2557  HISTORY     - 1993     MONUMENTED       GEOMET
 LA2557  HISTORY     - 19990407 GOOD             ATLTEC
 LA2557
 LA2557                          STATION DESCRIPTION
 LA2557
 LA2557'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 LA2557'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PIKE TOWNSHIP ABOUT
 LA2557'5.0 MILES NORTHWEST OF THE VILLAGE OF NORTH HAMPTON.
 LA2557'TO REACH THE STATION FROM THE INTERSECTION OF TROY ROAD (STATE ROUTE
 LA2557'41) AND DIALTON ROAD IN THE VILLAGE OF NORTH HAMPTON, PROCEED WEST
 LA2557'ALONG TROY ROAD (STATE ROUTE 41) 4.5 MILES TO ITS INTERSECTION WITH
 LA2557'ADDISON-NEW CARLISLE ROAD.  TURN RIGHT AND PROCEED NORTH ALONG
 LA2557'ADDISON-NEW CARLISLE ROAD 2.4 MILES TO ITS INTERSECTION WITH DRAKE
 LA2557'ROAD.  TURN LEFT AND PROCEED WEST ALONG DRAKE ROAD 0.3 MILES TO THE
 LA2557'STATION ON THE LEFT BEFORE A 90 DEGREE TURN IN DRAKE ROAD.
 LA2557'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 LA2557'FLUSH WITH THE GROUND AND STAMPED 1 1993.
 LA2557'THE STATION IS 16.81 FEET SOUTH FROM A PK NAIL IN THE CENTERLINE OF
 LA2557'DRAKE ROAD, 33.55 FEET SOUTHEAST FROM A NAIL IN A POWER POLE ON THE
 LA2557'NORTH SIDE OF DRAKE ROAD, AND 72.98 FEET EAST FROM A NAIL IN A POWER
 LA2557'POLE ON THE WEST SIDE OF DRAKE ROAD.
 LA2557
 LA2557                          STATION RECOVERY (1999)
 LA2557
 LA2557'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 LA2557'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 LA2557'RECOVERED AS DESCRIBED
 LA2557'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3701 ***********************************************************************
 JZ3701  DESIGNATION -  CLARK 10
 JZ3701  PID         -  JZ3701
 JZ3701  STATE/COUNTY-  OH/CLARK
 JZ3701  USGS QUAD   -  FAIRBORN (1992)
 JZ3701
 JZ3701                         *CURRENT SURVEY CONTROL
 JZ3701  ___________________________________________________________________
 JZ3701* NAD 83(1995)-  39 51 06.44636(N)    084 02 09.03547(W)     ADJUSTED  
 JZ3701* NAVD 88     -       251.5    (meters)     825.     (feet)  GPS OBS   
 JZ3701  ___________________________________________________________________
 JZ3701  X           -     509,497.907 (meters)                     COMP
 JZ3701  Y           -  -4,876,894.844 (meters)                     COMP
 JZ3701  Z           -   4,065,505.650 (meters)                     COMP
 JZ3701  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 JZ3701  ELLIP HEIGHT-         218.31  (meters)          (10/07/05) GPS OBS
 JZ3701  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JZ3701
 JZ3701  HORZ ORDER  -  FIRST
 JZ3701  ELLP ORDER  -  FOURTH    CLASS I
 JZ3701
 JZ3701.The horizontal coordinates were established by GPS observations
 JZ3701.and adjusted by the National Geodetic Survey in April 1998..
 JZ3701
 JZ3701.The orthometric height was determined by GPS observations and a
 JZ3701.high-resolution geoid model.
 JZ3701
 JZ3701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3701
 JZ3701.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3701
 JZ3701.The ellipsoidal height was determined by GPS observations
 JZ3701.and is referenced to NAD 83.
 JZ3701
 JZ3701.The geoid height was determined by GEOID03.
 JZ3701
 JZ3701;                    North         East     Units Scale Factor Converg.
 JZ3701;SPC OH S     -   206,694.769   468,575.715   MT  0.99996913   -0 58 28.3
 JZ3701;UTM  16      - 4,415,513.087   753,586.152   MT  1.00039175   +1 54 01.6
 JZ3701;UTM  17      - 4,415,719.082   240,279.994   MT  1.00043052   -1 56 47.3
 JZ3701
 JZ3701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3701!SPC OH S     -   0.99996575  x   0.99996913  =   0.99993488
 JZ3701!UTM  16      -   0.99996575  x   1.00039175  =   1.00035749
 JZ3701!UTM  17      -   0.99996575  x   1.00043052  =   1.00039626
 JZ3701
 JZ3701                          SUPERSEDED SURVEY CONTROL
 JZ3701
 JZ3701  ELLIP H (04/01/98)  218.37   (m)                       GP(       ) 4 1
 JZ3701  NAD 83(1986)-  39 51 06.45387(N)    084 02 09.04104(W) AD(       ) 1
 JZ3701
 JZ3701.Superseded values are not recommended for survey control.
 JZ3701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3701.See file dsdata.txt to determine how the superseded data were derived.
 JZ3701
 JZ3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5358615513(NAD 83)
 JZ3701_MARKER: DD = SURVEY DISK
 JZ3701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3701_SP_SET: CONCRETE POST
 JZ3701_STAMPING: 10 1993
 JZ3701_MARK LOGO: OH-023
 JZ3701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3701+STABILITY: SURFACE MOTION
 JZ3701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3701+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3701
 JZ3701  HISTORY     - Date     Condition        Report By
 JZ3701  HISTORY     - 1993     MONUMENTED       GEOMET
 JZ3701
 JZ3701                          STATION DESCRIPTION
 JZ3701
 JZ3701'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JZ3701'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN BETHEL TOWNSHIP ABOUT
 JZ3701'1.5 MILES SOUTHEAST OF THE TOWN OF HUBER HEIGHTS.
 JZ3701'TO REACH THE STATION FROM THE INTERSECTION OF NORTH DAYTON-LAKEVIEW
 JZ3701'ROAD (STATE ROUTE 235) AND WEST NATIONAL ROAD (U.S. 40) PROCEED EAST
 JZ3701'ALONG WEST NATIONAL ROAD (U.S. 40) 1.5 MILES TO ITS INTERSECTION WITH
 JZ3701'SOUTH MEDWAY-CARLISLE ROAD.  TURN RIGHT AND PROCEED SOUTH ALONG SOUTH
 JZ3701'MEDWAY-CARLISLE ROAD 2.0 MILES TO ITS INTERSECTION WITH LOWER VALLEY
 JZ3701'PIKE.  TURN RIGHT AND PROCEED WEST ALONG LOWER VALLEY PIKE 1.5 MILES
 JZ3701'TO ITS INTERSECTION WITH OSBORN ROAD.  TURN LEFT AND PROCEED SOUTH
 JZ3701'ALONG OSBORN ROAD 0.9 MILES TO THE STATION ON THE RIGHT ON A HIGH
 JZ3701'EARTHEN LEVY.
 JZ3701'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JZ3701'FLUSH WITH THE GROUND AND STAMPED 10 1993.
 JZ3701'THE STATION IS 67.40 FEET NORTH FROM A PK NAIL IN THE CENTERLINE OF
 JZ3701'OSBORN ROAD, 85.25 FEET NORTHEAST FROM A PK NAIL IN A 4 INCH TREE,
 JZ3701'AND 114.0 FEET EAST FROM A REBAR IN THE EARTHEN LEVY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9339 ***********************************************************************
 AE9339  DESIGNATION -  CLARK 100
 AE9339  PID         -  AE9339
 AE9339  STATE/COUNTY-  OH/CLARK
 AE9339  USGS QUAD   -  SPRINGFIELD (1981)
 AE9339
 AE9339                         *CURRENT SURVEY CONTROL
 AE9339  ___________________________________________________________________
 AE9339* NAD 83(1995)-  39 55 55.47309(N)    083 46 09.28275(W)     ADJUSTED  
 AE9339* NAVD 88     -       292.6    (meters)     960.     (feet)  GPS OBS   
 AE9339  ___________________________________________________________________
 AE9339  X           -     531,567.463 (meters)                     COMP
 AE9339  Y           -  -4,868,819.127 (meters)                     COMP
 AE9339  Z           -   4,072,371.750 (meters)                     COMP
 AE9339  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 AE9339  ELLIP HEIGHT-         259.35  (meters)          (10/07/05) GPS OBS
 AE9339  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AE9339
 AE9339  HORZ ORDER  -  FIRST
 AE9339  ELLP ORDER  -  THIRD     CLASS I
 AE9339
 AE9339.The horizontal coordinates were established by GPS observations
 AE9339.and adjusted by the National Geodetic Survey in April 1998..
 AE9339
 AE9339.The orthometric height was determined by GPS observations and a
 AE9339.high-resolution geoid model.
 AE9339
 AE9339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9339
 AE9339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9339
 AE9339.The ellipsoidal height was determined by GPS observations
 AE9339.and is referenced to NAD 83.
 AE9339
 AE9339.The geoid height was determined by GEOID03.
 AE9339
 AE9339;                    North         East     Units Scale Factor Converg.
 AE9339;SPC OH S     -   215,253.593   491,512.516   MT  0.99998154   -0 48 19.3
 AE9339;UTM  17      - 4,423,890.507   263,367.613   MT  1.00028940   -1 46 42.0
 AE9339
 AE9339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9339!SPC OH S     -   0.99995931  x   0.99998154  =   0.99994086
 AE9339!UTM  17      -   0.99995931  x   1.00028940  =   1.00024870
 AE9339
 AE9339:                Primary Azimuth Mark                     Grid Az
 AE9339:SPC OH S     -  CLARK 72                                 179 03 12.5
 AE9339:UTM  17      -  CLARK 72                                 180 01 35.2
 AE9339
 AE9339|---------------------------------------------------------------------|
 AE9339| PID    Reference Object                     Distance      Geod. Az  |
 AE9339|                                                           dddmmss.s |
 AE9339| JY1864 CLARK 72                            APPROX. 1.0 KM 1781453.2 |
 AE9339|---------------------------------------------------------------------|
 AE9339
 AE9339                          SUPERSEDED SURVEY CONTROL
 AE9339
 AE9339  ELLIP H (04/27/98)  259.40   (m)                       GP(       ) 3 1
 AE9339
 AE9339.Superseded values are not recommended for survey control.
 AE9339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9339.See file dsdata.txt to determine how the superseded data were derived.
 AE9339
 AE9339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6336823891(NAD 83)
 AE9339_MARKER: DD = SURVEY DISK
 AE9339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9339_STAMPING: 100 1996
 AE9339_MARK LOGO: OH-023
 AE9339_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9339+STABILITY: SURFACE MOTION
 AE9339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9339+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9339
 AE9339  HISTORY     - Date     Condition        Report By
 AE9339  HISTORY     - 1996     MONUMENTED       OH-023
 AE9339
 AE9339                          STATION DESCRIPTION
 AE9339
 AE9339'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9339'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9339'IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP, TOWN 5,RANGE 9,SECTION
 AE9339'23, APPROXIMATELY 2.1 MILES (3.4 KM) EAST FROM THE CENTER OF
 AE9339'SPRINGFIELD.  IN SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND
 AE9339'FOUNTAIN AVENUE, PROCEED EAST ON MAIN STREET 2.0 MILES (3.2 KM) TO
 AE9339'BURNETT ROAD, TURN NORTH 0.6 MILES (1.0 KM) ON BURNETT ROAD TO THE
 AE9339'INTERSECTION AT DWIGHT ROAD.  THE STATION IS LOCATED WEST OF BURNETT
 AE9339'ROAD AND SOUTH OF DWIGHT ROAD AT INTERSECTION.  THE STATION IS A 3.25
 AE9339'INCH DIAMETER METAL CLARK COUNTY ENGINEER SURVEY DISK SET IN CONCRETE
 AE9339'FLUSH WITH THE GROUND AND STAMPED 100 1996.  THE STATION IS REFERENCED
 AE9339'22.15 FEET (6.75 M) NORTH TO A MANHOLE, 34.80 FEET (10.61 M) EAST TO A
 AE9339'MANHOLE AND 56.54 FEET (17.23 M) SOUTHWEST TO A POWER POLE
 AE9339'NO.143HC/10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9333 ***********************************************************************
 AE9333  DESIGNATION -  CLARK 101
 AE9333  PID         -  AE9333
 AE9333  STATE/COUNTY-  OH/CLARK
 AE9333  USGS QUAD   -  SPRINGFIELD (1981)
 AE9333
 AE9333                         *CURRENT SURVEY CONTROL
 AE9333  ___________________________________________________________________
 AE9333* NAD 83(1995)-  39 55 26.60626(N)    083 52 23.59233(W)     ADJUSTED  
 AE9333* NAVD 88     -       290.3    (meters)     952.     (feet)  GPS OBS   
 AE9333  ___________________________________________________________________
 AE9333  X           -     522,791.927 (meters)                     COMP
 AE9333  Y           -  -4,870,342.157 (meters)                     COMP
 AE9333  Z           -   4,071,687.472 (meters)                     COMP
 AE9333  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AE9333  ELLIP HEIGHT-         257.01  (meters)          (10/07/05) GPS OBS
 AE9333  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 AE9333
 AE9333  HORZ ORDER  -  FIRST
 AE9333  ELLP ORDER  -  THIRD     CLASS I
 AE9333
 AE9333.The horizontal coordinates were established by GPS observations
 AE9333.and adjusted by the National Geodetic Survey in April 1998..
 AE9333
 AE9333.The orthometric height was determined by GPS observations and a
 AE9333.high-resolution geoid model.
 AE9333
 AE9333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9333
 AE9333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9333
 AE9333.The ellipsoidal height was determined by GPS observations
 AE9333.and is referenced to NAD 83.
 AE9333
 AE9333.The geoid height was determined by GEOID03.
 AE9333
 AE9333;                    North         East     Units Scale Factor Converg.
 AE9333;SPC OH S     -   214,493.421   482,612.486   MT  0.99998021   -0 52 16.8
 AE9333;UTM  17      - 4,423,281.416   254,452.971   MT  1.00034233   -1 50 41.5
 AE9333
 AE9333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9333!SPC OH S     -   0.99995968  x   0.99998021  =   0.99993989
 AE9333!UTM  17      -   0.99995968  x   1.00034233  =   1.00030200
 AE9333
 AE9333                          SUPERSEDED SURVEY CONTROL
 AE9333
 AE9333  ELLIP H (04/27/98)  257.06   (m)                       GP(       ) 3 1
 AE9333
 AE9333.Superseded values are not recommended for survey control.
 AE9333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9333.See file dsdata.txt to determine how the superseded data were derived.
 AE9333
 AE9333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5445323281(NAD 83)
 AE9333_MARKER: DD = SURVEY DISK
 AE9333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9333_STAMPING: 101 1996
 AE9333_MARK LOGO: OH-023
 AE9333_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9333+STABILITY: SURFACE MOTION
 AE9333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9333+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9333
 AE9333  HISTORY     - Date     Condition        Report By
 AE9333  HISTORY     - 1996     MONUMENTED       OH-023
 AE9333
 AE9333                          STATION DESCRIPTION
 AE9333
 AE9333'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9333'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9333'IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP, TOWN 4,RANGE 9,SECTION
 AE9333'14, APPROXIMATELY 3.3 MILES (5.3 KM) WEST FROM THE CENTER OF
 AE9333'SPRINGFIELD.  IN SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND
 AE9333'FOUNTAIN AVENUE, PROCEED WEST ON MAIN STREET 1.95 MILES (3.14 KM) TO
 AE9333'NORTH STREET, CONTINUE WEST 1.5 MILES (2.4 KM) ALONG NORTH STREET
 AE9333'(S.R.40/S.R.4) .  THE STATION IS LOCATED OPPOSITE THIS POINT, SOUTH OF
 AE9333'THE EASTBOUND LANES AND 500 FEET (152.4 M) EAST OF OLD MILL ROAD
 AE9333'OVERPASS.  THE STATION IS A 3.25 INCH DIAMETER METAL CLARK COUNTY
 AE9333'ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED
 AE9333'101 1996.  THE STATION IS REFERENCED 28.60 FEET (8.72 M) EAST TO THE
 AE9333'END GUARDRAIL ANCHOR BOLT, 27.95 FEET (8.52 M) NORTH TO A PK NAIL IN
 AE9333'CENTER OF ROAD AND 40.89 FEET (12.46 M) NORTHWEST TO A PK NAIL IN
 AE9333'CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9337 ***********************************************************************
 AE9337  DESIGNATION -  CLARK 102
 AE9337  PID         -  AE9337
 AE9337  STATE/COUNTY-  OH/CLARK
 AE9337  USGS QUAD   -  NEW MOOREFIELD (1995)
 AE9337
 AE9337                         *CURRENT SURVEY CONTROL
 AE9337  ___________________________________________________________________
 AE9337* NAD 83(1995)-  39 54 53.08898(N)    083 42 48.72066(W)     ADJUSTED  
 AE9337* NAVD 88     -       328.6    (meters)    1078.     (feet)  GPS OBS   
 AE9337  ___________________________________________________________________
 AE9337  X           -     536,439.663 (meters)                     COMP
 AE9337  Y           -  -4,869,554.870 (meters)                     COMP
 AE9337  Z           -   4,070,919.235 (meters)                     COMP
 AE9337  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 AE9337  ELLIP HEIGHT-         295.40  (meters)          (10/07/05) GPS OBS
 AE9337  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AE9337
 AE9337  HORZ ORDER  -  FIRST
 AE9337  ELLP ORDER  -  THIRD     CLASS I
 AE9337
 AE9337.The horizontal coordinates were established by GPS observations
 AE9337.and adjusted by the National Geodetic Survey in April 1998..
 AE9337
 AE9337.The orthometric height was determined by GPS observations and a
 AE9337.high-resolution geoid model.
 AE9337
 AE9337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9337
 AE9337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9337
 AE9337.The ellipsoidal height was determined by GPS observations
 AE9337.and is referenced to NAD 83.
 AE9337
 AE9337.The geoid height was determined by GEOID03.
 AE9337
 AE9337;                    North         East     Units Scale Factor Converg.
 AE9337;SPC OH S     -   213,264.255   496,248.268   MT  0.99997869   -0 46 12.0
 AE9337;UTM  17      - 4,421,820.471   268,070.311   MT  1.00026227   -1 44 30.9
 AE9337
 AE9337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9337!SPC OH S     -   0.99995366  x   0.99997869  =   0.99993235
 AE9337!UTM  17      -   0.99995366  x   1.00026227  =   1.00021592
 AE9337
 AE9337                          SUPERSEDED SURVEY CONTROL
 AE9337
 AE9337  ELLIP H (04/27/98)  295.45   (m)                       GP(       ) 3 1
 AE9337
 AE9337.Superseded values are not recommended for survey control.
 AE9337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9337.See file dsdata.txt to determine how the superseded data were derived.
 AE9337
 AE9337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6807021820(NAD 83)
 AE9337_MARKER: DD = SURVEY DISK
 AE9337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9337_STAMPING: 102 1996
 AE9337_MARK LOGO: OH-023
 AE9337_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9337+STABILITY: SURFACE MOTION
 AE9337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9337+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9337
 AE9337  HISTORY     - Date     Condition        Report By
 AE9337  HISTORY     - 1996     MONUMENTED       OH-023
 AE9337
 AE9337                          STATION DESCRIPTION
 AE9337
 AE9337'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9337'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9337'IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP, TOWN 5,RANGE 9,SECTION
 AE9337'4, APPROXIMATELY 5.0 MILES (8.0 KM) EAST FROM THE CENTER OF
 AE9337'SPRINGFIELD.  IN SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND
 AE9337'FOUNTAIN AVENUE, PROCEED EAST ON MAIN STREET 1.1 MILES (1.8 KM) TO THE
 AE9337'INTERSECTION WITH U.S.40, CONTINUE EAST ALONG MAIN STREET (U.S.40) 3.8
 AE9337'MILES (6.1 KM) TO TITUS ROAD, TURN SOUTH ON TO TITUS ROAD AND TRAVEL
 AE9337'0.6 MILES (1.0 KM) TO STATION ON RIGHT OFF THE WEST EDGE OF PAVEMENT.
 AE9337'THE STATION IS A 3.25 INCH DIAMETER METAL CLARK COUNTY ENGINEER SURVEY
 AE9337'DISK SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED 102 1996.  THE
 AE9337'STATION IS REFERENCED 90.65 FEET (27.63 M) NORTHWEST TO A POWER POLE
 AE9337'NO.E-143GZ-3, 76.10 FEET (23.20 M) SOUTH TO A WOODEN FENCE POST AND
 AE9337'27.35 FEET (8.34 M) NORTHEAST TO A PK NAIL IN CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9343 ***********************************************************************
 AE9343  DESIGNATION -  CLARK 103
 AE9343  PID         -  AE9343
 AE9343  STATE/COUNTY-  OH/CLARK
 AE9343  USGS QUAD   -  NEW MOOREFIELD (1995)
 AE9343
 AE9343                         *CURRENT SURVEY CONTROL
 AE9343  ___________________________________________________________________
 AE9343* NAD 83(1995)-  39 54 47.56719(N)    083 40 29.93654(W)     ADJUSTED  
 AE9343* NAVD 88     -       336.7    (meters)    1105.     (feet)  GPS OBS   
 AE9343  ___________________________________________________________________
 AE9343  X           -     539,728.725 (meters)                     COMP
 AE9343  Y           -  -4,869,307.678 (meters)                     COMP
 AE9343  Z           -   4,070,793.851 (meters)                     COMP
 AE9343  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AE9343  ELLIP HEIGHT-         303.58  (meters)          (10/07/05) GPS OBS
 AE9343  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AE9343
 AE9343  HORZ ORDER  -  FIRST
 AE9343  ELLP ORDER  -  THIRD     CLASS I
 AE9343
 AE9343.The horizontal coordinates were established by GPS observations
 AE9343.and adjusted by the National Geodetic Survey in April 1998..
 AE9343
 AE9343.The orthometric height was determined by GPS observations and a
 AE9343.high-resolution geoid model.
 AE9343
 AE9343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9343
 AE9343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9343
 AE9343.The ellipsoidal height was determined by GPS observations
 AE9343.and is referenced to NAD 83.
 AE9343
 AE9343.The geoid height was determined by GEOID03.
 AE9343
 AE9343;                    North         East     Units Scale Factor Converg.
 AE9343;SPC OH S     -   213,050.375   499,541.815   MT  0.99997844   -0 44 44.0
 AE9343;UTM  17      - 4,421,550.694   271,360.660   MT  1.00024361   -1 43 01.5
 AE9343
 AE9343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9343!SPC OH S     -   0.99995238  x   0.99997844  =   0.99993082
 AE9343!UTM  17      -   0.99995238  x   1.00024361  =   1.00019598
 AE9343
 AE9343                          SUPERSEDED SURVEY CONTROL
 AE9343
 AE9343  ELLIP H (04/27/98)  303.62   (m)                       GP(       ) 3 1
 AE9343
 AE9343.Superseded values are not recommended for survey control.
 AE9343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9343.See file dsdata.txt to determine how the superseded data were derived.
 AE9343
 AE9343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7136121551(NAD 83)
 AE9343_MARKER: DD = SURVEY DISK
 AE9343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9343_STAMPING: 103 1996
 AE9343_MARK LOGO: OH-023
 AE9343_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9343+STABILITY: SURFACE MOTION
 AE9343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9343+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9343
 AE9343  HISTORY     - Date     Condition        Report By
 AE9343  HISTORY     - 1996     MONUMENTED       OH-023
 AE9343
 AE9343                          STATION DESCRIPTION
 AE9343
 AE9343'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9343'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9343'IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP, TOWN 6,RANGE 9,SECTION 28,
 AE9343'APPROXIMATELY 7.0 MILES (11.3 KM) EAST FROM THE CENTER OF SPRINGFIELD.
 AE9343'IN SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 AE9343'PROCEED EAST ON MAIN STREET 1.1 MILES (1.8 KM) TO THE INTERSECTION
 AE9343'WITH U.S.40.  CONTINUE EAST ALONG MAIN STREET (U.S.40) 6.0 MILES (9.7
 AE9343'KM) TO NEWLOVE ROAD, TURN SOUTH ON NEWLOVE ROAD AND TRAVEL 0.8 MILES
 AE9343'(1.3 KM) TO STATION ON RIGHT OFF THE WEST EDGE OF PAVEMENT,
 AE9343'APPROXIMATELY 500 FEET (152.4 M) NORTH OF THE INTERSECTION WITH
 AE9343'PLATTSBURG ROAD.  THE STATION IS A 3.25 INCH DIAMETER METAL CLARK
 AE9343'COUNTY ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH THE GROUND AND
 AE9343'STAMPED 103 1996.  THE STATION IS REFERENCED 94.85 FEET (28.91 M)
 AE9343'NORTH TO A POWER POLE NO.E144GW-44, 80.50 FEET (24.54 M) SOUTH TO A
 AE9343'POWER POLE AND 18.16 FEET (5.54 M) EAST TO A PK NAIL IN CENTER OF
 AE9343'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9335 ***********************************************************************
 AE9335  DESIGNATION -  CLARK 104
 AE9335  PID         -  AE9335
 AE9335  STATE/COUNTY-  OH/CLARK
 AE9335  USGS QUAD   -  SPRINGFIELD (1981)
 AE9335
 AE9335                         *CURRENT SURVEY CONTROL
 AE9335  ___________________________________________________________________
 AE9335* NAD 83(1995)-  39 54 30.10090(N)    083 49 37.94554(W)     ADJUSTED  
 AE9335* NAVD 88     -       308.3    (meters)    1011.     (feet)  GPS OBS   
 AE9335  ___________________________________________________________________
 AE9335  X           -     526,824.759 (meters)                     COMP
 AE9335  Y           -  -4,871,046.315 (meters)                     COMP
 AE9335  Z           -   4,070,362.299 (meters)                     COMP
 AE9335  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AE9335  ELLIP HEIGHT-         275.02  (meters)          (10/07/05) GPS OBS
 AE9335  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 AE9335
 AE9335  HORZ ORDER  -  FIRST
 AE9335  ELLP ORDER  -  THIRD     CLASS I
 AE9335
 AE9335.The horizontal coordinates were established by GPS observations
 AE9335.and adjusted by the National Geodetic Survey in April 1998..
 AE9335
 AE9335.The orthometric height was determined by GPS observations and a
 AE9335.high-resolution geoid model.
 AE9335
 AE9335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9335
 AE9335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9335
 AE9335.The ellipsoidal height was determined by GPS observations
 AE9335.and is referenced to NAD 83.
 AE9335
 AE9335.The geoid height was determined by GEOID03.
 AE9335
 AE9335;                    North         East     Units Scale Factor Converg.
 AE9335;SPC OH S     -   212,692.064   486,519.931   MT  0.99997767   -0 50 31.7
 AE9335;UTM  17      - 4,421,413.305   258,330.625   MT  1.00031907   -1 48 52.9
 AE9335
 AE9335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9335!SPC OH S     -   0.99995686  x   0.99997767  =   0.99993453
 AE9335!UTM  17      -   0.99995686  x   1.00031907  =   1.00027591
 AE9335
 AE9335                          SUPERSEDED SURVEY CONTROL
 AE9335
 AE9335  ELLIP H (04/27/98)  275.09   (m)                       GP(       ) 3 1
 AE9335
 AE9335.Superseded values are not recommended for survey control.
 AE9335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9335.See file dsdata.txt to determine how the superseded data were derived.
 AE9335
 AE9335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5833121413(NAD 83)
 AE9335_MARKER: DD = SURVEY DISK
 AE9335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9335_STAMPING: 104 1996
 AE9335_MARK LOGO: OH-023
 AE9335_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9335+STABILITY: SURFACE MOTION
 AE9335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9335+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9335
 AE9335  HISTORY     - Date     Condition        Report By
 AE9335  HISTORY     - 1996     MONUMENTED       OH-023
 AE9335
 AE9335                          STATION DESCRIPTION
 AE9335
 AE9335'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9335'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9335'IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP, TOWN 4,RANGE 9,SECTION
 AE9335'3, APPROXIMATELY 1.4 MILES (2.3 KM) SOUTHWEST FROM THE CENTER OF
 AE9335'SPRINGFIELD.  IN SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND
 AE9335'FOUNTAIN AVENUE, PROCEED WEST ON MAIN STREET 0.4 MILES (0.6 KM) TO
 AE9335'YELLOW SPRINGS STREET, TURN SOUTH ON YELLOW SPRINGS STREET AND TRAVEL
 AE9335'1.1 MILES (1.8 KM) TO THE INTERSECTION OF ROBINSON DRIVE.  THE STATION
 AE9335'IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF YELLOW
 AE9335'SPRINGS STREET AND ROBINSON DRIVE.  THE STATION IS A 3.25 INCH
 AE9335'DIAMETER METAL CLARK COUNTY ENGINEER SURVEY DISK SET IN CONCRETE FLUSH
 AE9335'WITH THE GROUND AND STAMPED 104 1996.  THE STATION IS REFERENCED 31.17
 AE9335'FEET (9.50 M) EAST TO A PK NAIL IN CENTER OF YELLOW SPRINGS STREET,
 AE9335'23.92 FEET (7.29 M) SOUTHEAST TO A MANHOLE AND 25.64 FEET (7.82 M)
 AE9335'SOUTH TO PK NAIL IN CENTER OF ROBINSON DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9344 ***********************************************************************
 AE9344  DESIGNATION -  CLARK 105
 AE9344  PID         -  AE9344
 AE9344  STATE/COUNTY-  OH/CLARK
 AE9344  USGS QUAD   -  NEW MOOREFIELD (1995)
 AE9344
 AE9344                         *CURRENT SURVEY CONTROL
 AE9344  ___________________________________________________________________
 AE9344* NAD 83(1995)-  39 53 59.76144(N)    083 41 44.23245(W)     ADJUSTED  
 AE9344* NAVD 88     -       343.5    (meters)    1127.     (feet)  GPS OBS   
 AE9344  ___________________________________________________________________
 AE9344  X           -     538,079.232 (meters)                     COMP
 AE9344  Y           -  -4,870,447.208 (meters)                     COMP
 AE9344  Z           -   4,069,667.136 (meters)                     COMP
 AE9344  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 AE9344  ELLIP HEIGHT-         310.40  (meters)          (10/07/05) GPS OBS
 AE9344  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AE9344
 AE9344  HORZ ORDER  -  FIRST
 AE9344  ELLP ORDER  -  THIRD     CLASS I
 AE9344
 AE9344.The horizontal coordinates were established by GPS observations
 AE9344.and adjusted by the National Geodetic Survey in April 1998..
 AE9344
 AE9344.The orthometric height was determined by GPS observations and a
 AE9344.high-resolution geoid model.
 AE9344
 AE9344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9344
 AE9344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9344
 AE9344.The ellipsoidal height was determined by GPS observations
 AE9344.and is referenced to NAD 83.
 AE9344
 AE9344.The geoid height was determined by GEOID03.
 AE9344
 AE9344;                    North         East     Units Scale Factor Converg.
 AE9344;SPC OH S     -   211,599.253   497,757.916   MT  0.99997633   -0 45 31.1
 AE9344;UTM  17      - 4,420,129.637   269,551.926   MT  1.00025384   -1 43 47.5
 AE9344
 AE9344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9344!SPC OH S     -   0.99995131  x   0.99997633  =   0.99992764
 AE9344!UTM  17      -   0.99995131  x   1.00025384  =   1.00020513
 AE9344
 AE9344                          SUPERSEDED SURVEY CONTROL
 AE9344
 AE9344  ELLIP H (04/27/98)  310.43   (m)                       GP(       ) 3 1
 AE9344
 AE9344.Superseded values are not recommended for survey control.
 AE9344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9344.See file dsdata.txt to determine how the superseded data were derived.
 AE9344
 AE9344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6955220130(NAD 83)
 AE9344_MARKER: DD = SURVEY DISK
 AE9344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9344_STAMPING: 105 1996
 AE9344_MARK LOGO: OH-023
 AE9344_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9344+STABILITY: SURFACE MOTION
 AE9344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9344+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9344
 AE9344  HISTORY     - Date     Condition        Report By
 AE9344  HISTORY     - 1996     MONUMENTED       OH-023
 AE9344
 AE9344                          STATION DESCRIPTION
 AE9344
 AE9344'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9344'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9344'IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP, TOWN 6,RANGE 9,SECTION 33,
 AE9344'APPROXIMATELY 6.00 MILES (9.66 KM) EAST FROM THE CENTER OF
 AE9344'SPRINGFIELD.  IN SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND
 AE9344'FOUNTAIN AVENUE, PROCEED EAST ON MAIN STREET 1.1 MILES (1.8 KM) TO THE
 AE9344'INTERSECTION WITH U.S.40 (E.NATIONAL RD.) , CONTINUE EAST ALONG MAIN
 AE9344'STREET (U.S.40) 4.8 MILES (7.7 KM) TO PLATTSBURG ROAD (CENTER
 AE9344'STREET-HARMONY) ,TURN SOUTH ON PLATTSBURG ROAD AND TRAVEL 0.6 MILES
 AE9344'(1.0 KM) TO INTERSECTION OF PLATTSBURG ROAD AND FLETCHER PIKE,
 AE9344'CONTINUE SOUTH ON FLETCHER PIKE FOR 1.2 MILES (1.9 KM) TO THE STATION
 AE9344'ON THE WEST SIDE OF ROAD APPROXIMATELY 700 FEET (213.4 M) SOUTH OF
 AE9344'RAILROAD TRACKS.  THE STATION IS A 3.25 INCH DIAMETER METAL CLARK
 AE9344'COUNTY ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH THE GROUND AND
 AE9344'STAMPED 105 1996.  THE STATION IS REFERENCED 17.10 FEET (5.21 M) SOUTH
 AE9344'TO A POWER POLE, 47.35 FEET (14.43 M) EAST TO A POWER POLE AND 20.45
 AE9344'FEET (6.23 M) SOUTHEAST TO A PK NAIL IN CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9332 ***********************************************************************
 AE9332  DESIGNATION -  CLARK 106
 AE9332  PID         -  AE9332
 AE9332  STATE/COUNTY-  OH/CLARK
 AE9332  USGS QUAD   -  SPRINGFIELD (1981)
 AE9332
 AE9332                         *CURRENT SURVEY CONTROL
 AE9332  ___________________________________________________________________
 AE9332* NAD 83(1995)-  39 53 45.29118(N)    083 51 56.95595(W)     ADJUSTED  
 AE9332* NAVD 88     -       310.6    (meters)    1019.     (feet)  GPS OBS   
 AE9332  ___________________________________________________________________
 AE9332  X           -     523,636.771 (meters)                     COMP
 AE9332  Y           -  -4,872,283.569 (meters)                     COMP
 AE9332  Z           -   4,069,303.546 (meters)                     COMP
 AE9332  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AE9332  ELLIP HEIGHT-         277.38  (meters)          (10/07/05) GPS OBS
 AE9332  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 AE9332
 AE9332  HORZ ORDER  -  FIRST
 AE9332  ELLP ORDER  -  THIRD     CLASS I
 AE9332
 AE9332.The horizontal coordinates were established by GPS observations
 AE9332.and adjusted by the National Geodetic Survey in April 1998..
 AE9332
 AE9332.The orthometric height was determined by GPS observations and a
 AE9332.high-resolution geoid model.
 AE9332
 AE9332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9332
 AE9332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9332
 AE9332.The ellipsoidal height was determined by GPS observations
 AE9332.and is referenced to NAD 83.
 AE9332
 AE9332.The geoid height was determined by GEOID03.
 AE9332
 AE9332;                    North         East     Units Scale Factor Converg.
 AE9332;SPC OH S     -   211,359.447   483,197.666   MT  0.99997570   -0 51 59.9
 AE9332;UTM  17      - 4,420,136.816   254,985.043   MT  1.00033912   -1 50 20.5
 AE9332
 AE9332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9332!SPC OH S     -   0.99995649  x   0.99997570  =   0.99993219
 AE9332!UTM  17      -   0.99995649  x   1.00033912  =   1.00029559
 AE9332
 AE9332                          SUPERSEDED SURVEY CONTROL
 AE9332
 AE9332  ELLIP H (04/27/98)  277.44   (m)                       GP(       ) 3 1
 AE9332
 AE9332.Superseded values are not recommended for survey control.
 AE9332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9332.See file dsdata.txt to determine how the superseded data were derived.
 AE9332
 AE9332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5498520137(NAD 83)
 AE9332_MARKER: DD = SURVEY DISK
 AE9332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9332_STAMPING: 106 1996
 AE9332_MARK LOGO: OH-023
 AE9332_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9332+STABILITY: SURFACE MOTION
 AE9332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9332+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9332
 AE9332  HISTORY     - Date     Condition        Report By
 AE9332  HISTORY     - 1996     MONUMENTED       OH-023
 AE9332
 AE9332                          STATION DESCRIPTION
 AE9332
 AE9332'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9332'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9332'IN CLARK COUNTY, OHIO IN MAD RIVER TOWNSHIP, TOWN 4,RANGE 9,SECTION
 AE9332'14, APPROXIMATELY 3.5 MILES (5.6 KM) SOUTHWEST FROM THE CENTER OF
 AE9332'SPRINGFIELD.  IN SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND
 AE9332'FOUNTAIN AVENUE, PROCEED WEST ON MAIN STREET 1.0 MILES (1.6 KM) TO
 AE9332'MONTGOMERY AVENUE, TURN SOUTH ON MONTGOMERY AND TRAVEL 0.8 MILES (1.3
 AE9332'KM) TO THE INTERSECTION WITH INNISFALLEN AVENUE, WHERE THE ROAD NAME
 AE9332'CHANGES TO REBERT PIKE.  CONTINUE SOUTH ALONG REBERT PIKE FOR 2.2
 AE9332'MILES (3.5 KM) IN A SOUTHWEST DIRECTION TO THE STATION.  THE STATION
 AE9332'IS LOCATED OFF THE NORTH EDGE OF PAVEMENT, 800 FEET (243.8 M) FROM END
 AE9332'OF GUARDRAIL.  THE STATION IS A 3.25 INCH DIAMETER METAL CLARK COUNTY
 AE9332'ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED
 AE9332'106 1996.  THE STATION IS REFERENCED 21.13 FEET (6.44 M) WEST TO A
 AE9332'WOOD GUARDRAIL POST, 18.12 FEET (5.52 M) SOUTH TO A PK NAIL IN CENTER
 AE9332'OF ROAD AND 16.45 FEET (5.01 M) EAST TO A WOOD GUARDRAIL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9351 ***********************************************************************
 AE9351  DESIGNATION -  CLARK 107
 AE9351  PID         -  AE9351
 AE9351  STATE/COUNTY-  OH/CLARK
 AE9351  USGS QUAD   -  NEW MOOREFIELD (1995)
 AE9351
 AE9351                         *CURRENT SURVEY CONTROL
 AE9351  ___________________________________________________________________
 AE9351* NAD 83(1995)-  39 53 16.07435(N)    083 42 22.53366(W)     ADJUSTED  
 AE9351* NAVD 88     -       334.7    (meters)    1098.     (feet)  GPS OBS   
 AE9351  ___________________________________________________________________
 AE9351  X           -     537,268.836 (meters)                     COMP
 AE9351  Y           -  -4,871,399.380 (meters)                     COMP
 AE9351  Z           -   4,068,627.687 (meters)                     COMP
 AE9351  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AE9351  ELLIP HEIGHT-         301.64  (meters)          (10/07/05) GPS OBS
 AE9351  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AE9351
 AE9351  HORZ ORDER  -  FIRST
 AE9351  ELLP ORDER  -  THIRD     CLASS I
 AE9351
 AE9351.The horizontal coordinates were established by GPS observations
 AE9351.and adjusted by the National Geodetic Survey in April 1998..
 AE9351
 AE9351.The orthometric height was determined by GPS observations and a
 AE9351.high-resolution geoid model.
 AE9351
 AE9351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9351
 AE9351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9351
 AE9351.The ellipsoidal height was determined by GPS observations
 AE9351.and is referenced to NAD 83.
 AE9351
 AE9351.The geoid height was determined by GEOID03.
 AE9351
 AE9351;                    North         East     Units Scale Factor Converg.
 AE9351;SPC OH S     -   210,264.092   496,830.171   MT  0.99997445   -0 45 55.4
 AE9351;UTM  17      - 4,418,810.020   268,601.420   MT  1.00025924   -1 44 10.5
 AE9351
 AE9351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9351!SPC OH S     -   0.99995268  x   0.99997445  =   0.99992713
 AE9351!UTM  17      -   0.99995268  x   1.00025924  =   1.00021191
 AE9351
 AE9351:                Primary Azimuth Mark                     Grid Az
 AE9351:SPC OH S     -  CLARK 111                                200 10 02.9
 AE9351:UTM  17      -  CLARK 111                                201 08 18.0
 AE9351
 AE9351|---------------------------------------------------------------------|
 AE9351| PID    Reference Object                     Distance      Geod. Az  |
 AE9351|                                                           dddmmss.s |
 AE9351| AE9345 CLARK 111                           APPROX. 1.3 KM 1992407.5 |
 AE9351|---------------------------------------------------------------------|
 AE9351
 AE9351                          SUPERSEDED SURVEY CONTROL
 AE9351
 AE9351  ELLIP H (04/27/98)  301.69   (m)                       GP(       ) 3 1
 AE9351
 AE9351.Superseded values are not recommended for survey control.
 AE9351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9351.See file dsdata.txt to determine how the superseded data were derived.
 AE9351
 AE9351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6860118810(NAD 83)
 AE9351_MARKER: DD = SURVEY DISK
 AE9351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9351_STAMPING: 107 1996
 AE9351_MARK LOGO: OH-023
 AE9351_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9351+STABILITY: SURFACE MOTION
 AE9351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9351+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9351
 AE9351  HISTORY     - Date     Condition        Report By
 AE9351  HISTORY     - 1996     MONUMENTED       OH-023
 AE9351
 AE9351                          STATION DESCRIPTION
 AE9351
 AE9351'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9351'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9351'IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP, TOWN 6,RANGE 9,SECTION
 AE9351'33, APPROXIMATELY 6.0 MILES (9.7 KM) SOUTHEAST FROM THE CENTER OF
 AE9351'SPRINGFIELD.  IN SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND
 AE9351'FOUNTAIN AVENUE, PROCEED SOUTH ON FOUNTAIN AVENUE TO E.HIGH STREET,
 AE9351'TURN EAST ON E.HIGH STREET AND PROCEED 1.6 MILES (2.6 KM) ALONG HIGH
 AE9351'STREET, PASSING THE INTERSECTION OF BELMONT WHERE S.R.41 AND HIGH
 AE9351'COMBINE.  CONTINUE SOUTHEAST ALONG E.HIGH (S.R.41) 3.4 MILES (5.5 KM)
 AE9351'TO BEARD ROAD.  TURN EAST AND PROCEED 0.4 MILES (0.6 KM) ALONG BEARD
 AE9351'ROAD.  THE STATION IS LOCATED OFF THE NORTH EDGE OF PAVEMENT.  THE
 AE9351'STATION IS A 3.25 INCH DIAMETER METAL CLARK COUNTY ENGINEER SURVEY
 AE9351'DISK SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED 107 1996.  THE
 AE9351'STATION IS REFERENCED 24.95 FEET (7.60 M) NORTHWEST TO A TELEPHONE
 AE9351'TERMINAL, 30.85 FEET (9.40 M) SOUTHEAST TO CAST IRON WAGON WHEEL AND
 AE9351'19.57 FEET (5.96 M) SOUTHEAST TO A PK NAIL IN CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9336 ***********************************************************************
 AE9336  DESIGNATION -  CLARK 108
 AE9336  PID         -  AE9336
 AE9336  STATE/COUNTY-  OH/CLARK
 AE9336  USGS QUAD   -  SPRINGFIELD (1981)
 AE9336
 AE9336                         *CURRENT SURVEY CONTROL
 AE9336  ___________________________________________________________________
 AE9336* NAD 83(1995)-  39 53 07.21408(N)    083 50 17.40770(W)     ADJUSTED  
 AE9336* NAVD 88     -       311.2    (meters)    1021.     (feet)  GPS OBS   
 AE9336  ___________________________________________________________________
 AE9336  X           -     526,069.081 (meters)                     COMP
 AE9336  Y           -  -4,872,779.554 (meters)                     COMP
 AE9336  Z           -   4,068,402.794 (meters)                     COMP
 AE9336  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AE9336  ELLIP HEIGHT-         277.94  (meters)          (10/07/05) GPS OBS
 AE9336  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 AE9336
 AE9336  HORZ ORDER  -  FIRST
 AE9336  ELLP ORDER  -  THIRD     CLASS I
 AE9336
 AE9336.The horizontal coordinates were established by GPS observations
 AE9336.and adjusted by the National Geodetic Survey in April 1998..
 AE9336
 AE9336.The orthometric height was determined by GPS observations and a
 AE9336.high-resolution geoid model.
 AE9336
 AE9336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9336
 AE9336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9336
 AE9336.The ellipsoidal height was determined by GPS observations
 AE9336.and is referenced to NAD 83.
 AE9336
 AE9336.The geoid height was determined by GEOID03.
 AE9336
 AE9336;                    North         East     Units Scale Factor Converg.
 AE9336;SPC OH S     -   210,149.811   485,544.858   MT  0.99997407   -0 50 56.7
 AE9336;UTM  17      - 4,418,887.087   257,312.206   MT  1.00032514   -1 49 15.1
 AE9336
 AE9336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9336!SPC OH S     -   0.99995640  x   0.99997407  =   0.99993047
 AE9336!UTM  17      -   0.99995640  x   1.00032514  =   1.00028152
 AE9336
 AE9336:                Primary Azimuth Mark                     Grid Az
 AE9336:SPC OH S     -  CLARK 26                                 263 14 53.5
 AE9336:UTM  17      -  CLARK 26                                 264 13 11.9
 AE9336
 AE9336|---------------------------------------------------------------------|
 AE9336| PID    Reference Object                     Distance      Geod. Az  |
 AE9336|                                                           dddmmss.s |
 AE9336| JY1812 CLARK 26                            APPROX. 1.3 KM 2622356.8 |
 AE9336|---------------------------------------------------------------------|
 AE9336
 AE9336                          SUPERSEDED SURVEY CONTROL
 AE9336
 AE9336  ELLIP H (04/27/98)  278.00   (m)                       GP(       ) 3 1
 AE9336
 AE9336.Superseded values are not recommended for survey control.
 AE9336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9336.See file dsdata.txt to determine how the superseded data were derived.
 AE9336
 AE9336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5731218887(NAD 83)
 AE9336_MARKER: DD = SURVEY DISK
 AE9336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9336_STAMPING: 108 1996
 AE9336_MARK LOGO: OH-023
 AE9336_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9336+STABILITY: SURFACE MOTION
 AE9336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9336+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9336
 AE9336  HISTORY     - Date     Condition        Report By
 AE9336  HISTORY     - 1996     MONUMENTED       OH-023
 AE9336
 AE9336                          STATION DESCRIPTION
 AE9336
 AE9336'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9336'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9336'IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP, TOWN 4,RANGE 9,SECTION
 AE9336'2, APPROXIMATELY 3.0 MILES (4.8 KM) SOUTHWEST FROM THE CENTER OF
 AE9336'SPRINGFIELD.  FROM SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND
 AE9336'FOUNTAIN AVENUE, PROCEED WEST ON MAIN STREET 0.5 MILES (0.8 KM) TO
 AE9336'YELLOW SPRINGS STREET, TURN SOUTH ON YELLOW SPRINGS STREET AND TRAVEL
 AE9336'2.9 MILES (4.7 KM) TO THE STATION.  THE STATION IS LOCATED EAST OF THE
 AE9336'EAST EDGE OF PAVEMENT AND NORTH OF THE SPRINGFIELD TOWNSHIP FIREHOUSE.
 AE9336'THE STATION IS A 3.25 INCH DIAMETER METAL CLARK COUNTY ENGINEER SURVEY
 AE9336'DISK SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED 108 1996.  THE
 AE9336'STATION IS REFERENCED 25.98 FEET (7.92 M) WEST TO A PK NAIL IN CENTER
 AE9336'OF ROAD, 29.10 FEET (8.87 M) SOUTH TO A POWER POLE NO.146HF72 AND
 AE9336'51.75 FEET (15.77 M) SOUTHEAST TO THE CORNER OF CONCRET BLOCK
 AE9336'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9334 ***********************************************************************
 AE9334  DESIGNATION -  CLARK 109
 AE9334  PID         -  AE9334
 AE9334  STATE/COUNTY-  OH/CLARK
 AE9334  USGS QUAD   -  SPRINGFIELD (1981)
 AE9334
 AE9334                         *CURRENT SURVEY CONTROL
 AE9334  ___________________________________________________________________
 AE9334* NAD 83(1995)-  39 52 52.42781(N)    083 46 48.35976(W)     ADJUSTED  
 AE9334* NAVD 88     -       318.6    (meters)    1045.     (feet)  GPS OBS   
 AE9334  ___________________________________________________________________
 AE9334  X           -     531,039.640 (meters)                     COMP
 AE9334  Y           -  -4,872,540.270 (meters)                     COMP
 AE9334  Z           -   4,068,057.597 (meters)                     COMP
 AE9334  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AE9334  ELLIP HEIGHT-         285.37  (meters)          (10/07/05) GPS OBS
 AE9334  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 AE9334
 AE9334  HORZ ORDER  -  FIRST
 AE9334  ELLP ORDER  -  THIRD     CLASS I
 AE9334
 AE9334.The horizontal coordinates were established by GPS observations
 AE9334.and adjusted by the National Geodetic Survey in April 1998..
 AE9334
 AE9334.The orthometric height was determined by GPS observations and a
 AE9334.high-resolution geoid model.
 AE9334
 AE9334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9334
 AE9334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9334
 AE9334.The ellipsoidal height was determined by GPS observations
 AE9334.and is referenced to NAD 83.
 AE9334
 AE9334.The geoid height was determined by GEOID03.
 AE9334
 AE9334;                    North         East     Units Scale Factor Converg.
 AE9334;SPC OH S     -   209,621.818   490,504.752   MT  0.99997345   -0 48 44.1
 AE9334;UTM  17      - 4,418,274.871   262,264.102   MT  1.00029585   -1 47 00.3
 AE9334
 AE9334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9334!SPC OH S     -   0.99995523  x   0.99997345  =   0.99992868
 AE9334!UTM  17      -   0.99995523  x   1.00029585  =   1.00025107
 AE9334
 AE9334                          SUPERSEDED SURVEY CONTROL
 AE9334
 AE9334  ELLIP H (04/27/98)  285.42   (m)                       GP(       ) 3 1
 AE9334
 AE9334.Superseded values are not recommended for survey control.
 AE9334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9334.See file dsdata.txt to determine how the superseded data were derived.
 AE9334
 AE9334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6226418275(NAD 83)
 AE9334_MARKER: DD = SURVEY DISK
 AE9334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9334_STAMPING: 109 1996
 AE9334_MARK LOGO: OH-023
 AE9334_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9334+STABILITY: SURFACE MOTION
 AE9334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9334+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9334
 AE9334  HISTORY     - Date     Condition        Report By
 AE9334  HISTORY     - 1996     MONUMENTED       OH-023
 AE9334
 AE9334                          STATION DESCRIPTION
 AE9334
 AE9334'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9334'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9334'IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP, TOWN 5,RANGE 9,SECTION
 AE9334'20, APPROXIMATELY 3.3 MILES (5.3 KM) SOUTHEAST FROM THE CENTER OF
 AE9334'SPRINGFIELD.  FROM SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND
 AE9334'FOUNTAIN AVENUE, PROCEED SOUTH ON FOUNTAIN AVENUE 0.4 MILES (0.6 KM)
 AE9334'TO PLEASANT STREET, TURN EAST ON PLEASANT STREET PASSING S. LIMESTONE
 AE9334'STREET TO S.R.72.  CROSSING THE INTERSECTION, CONTINUE EAST ON WHAT IS
 AE9334'SELMA ROAD FOR 3.3 MILES.  (5.3 KM) THE STATION IS WEST OF THE WEST
 AE9334'EDGE OF PAVEMENT AND IS LOCATED 250 FEET (76.2 M) SOUTH OF HINKLE
 AE9334'ROAD.  THE STATION IS A 3.25 INCH DIAMETER METAL CLARK COUNTY ENGINEER
 AE9334'SURVEY DISK SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED 109
 AE9334'1996.  THE STATION IS REFERENCED 50.47 FEET (15.38 M) NORTH TO A
 AE9334'TELEPHONE POLE NO.2984, 98.15 FEET (29.92 M) SOUTH TO A TELEPHONE POLE
 AE9334'NO.2990 AND 22.59 FEET (6.89 M) EAST TO A PK NAIL IN CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2435 ***********************************************************************
 KZ2435  DESIGNATION -  CLARK 11
 KZ2435  PID         -  KZ2435
 KZ2435  STATE/COUNTY-  OH/CLARK
 KZ2435  USGS QUAD   -  THACKERY (1961)
 KZ2435
 KZ2435                         *CURRENT SURVEY CONTROL
 KZ2435  ___________________________________________________________________
 KZ2435* NAD 83(1995)-  40 01 11.56984(N)    083 56 27.18198(W)     ADJUSTED  
 KZ2435* NAVD 88     -       345.8    (meters)    1135.     (feet)  GPS OBS   
 KZ2435  ___________________________________________________________________
 KZ2435  X           -     516,322.885 (meters)                     COMP
 KZ2435  Y           -  -4,864,201.226 (meters)                     COMP
 KZ2435  Z           -   4,079,877.224 (meters)                     COMP
 KZ2435  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 KZ2435  ELLIP HEIGHT-         312.43  (meters)          (10/07/05) GPS OBS
 KZ2435  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KZ2435
 KZ2435  HORZ ORDER  -  FIRST
 KZ2435  ELLP ORDER  -  FOURTH    CLASS I
 KZ2435
 KZ2435.The horizontal coordinates were established by GPS observations
 KZ2435.and adjusted by the National Geodetic Survey in April 1998..
 KZ2435
 KZ2435.The orthometric height was determined by GPS observations and a
 KZ2435.high-resolution geoid model.
 KZ2435
 KZ2435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2435
 KZ2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2435
 KZ2435.The ellipsoidal height was determined by GPS observations
 KZ2435.and is referenced to NAD 83.
 KZ2435
 KZ2435.The geoid height was determined by GEOID03.
 KZ2435
 KZ2435;                    North         East     Units Scale Factor Converg.
 KZ2435;SPC OH S     -   225,221.719   476,998.602   MT  0.99999737   -0 54 51.4
 KZ2435;UTM  17      - 4,434,107.759   249,020.573   MT  1.00037552   -1 53 31.7
 KZ2435;UTM  16      - 4,434,447.864   761,071.184   MT  1.00043915   +1 58 05.8
 KZ2435
 KZ2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2435!SPC OH S     -   0.99995099  x   0.99999737  =   0.99994836
 KZ2435!UTM  17      -   0.99995099  x   1.00037552  =   1.00032649
 KZ2435!UTM  16      -   0.99995099  x   1.00043915  =   1.00039012
 KZ2435
 KZ2435                          SUPERSEDED SURVEY CONTROL
 KZ2435
 KZ2435  ELLIP H (04/01/98)  312.49   (m)                       GP(       ) 4 1
 KZ2435  NAD 83(1986)-  40 01 11.57644(N)    083 56 27.18637(W) AD(       ) 1
 KZ2435
 KZ2435.Superseded values are not recommended for survey control.
 KZ2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2435.See file dsdata.txt to determine how the superseded data were derived.
 KZ2435
 KZ2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE4902134108(NAD 83)
 KZ2435_MARKER: DD = SURVEY DISK
 KZ2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2435_SP_SET: CONCRETE POST
 KZ2435_STAMPING: 11 1993
 KZ2435_MARK LOGO: OH-023
 KZ2435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2435+STABILITY: SURFACE MOTION
 KZ2435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2435+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KZ2435
 KZ2435  HISTORY     - Date     Condition        Report By
 KZ2435  HISTORY     - 1993     MONUMENTED       GEOMET
 KZ2435
 KZ2435                          STATION DESCRIPTION
 KZ2435
 KZ2435'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 KZ2435'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PIKE TOWNSHIP ABOUT
 KZ2435'2.0 MILES NORTH OF THE VILLAGE OF NORTH HAMPTON.
 KZ2435'TO REACH THE STATION FROM THE INTERSECTION OF TROY ROAD (STATE ROUTE
 KZ2435'41) AND DIALTON ROAD IN NORTH HAMPTON, PROCEED NORTH ALONG DIALTON
 KZ2435'ROAD 2.0 MILES TO ITS INTERSECTION WITH STOTT ROAD.  TURN RIGHT AND
 KZ2435'PROCEED EAST ALONG STOTT ROAD 60.0 FEET TO THE STATION ON THE RIGHT
 KZ2435'IN THE SOUTHEAST CORNER INTERSECTION OF STOTT ROAD AND DIALTON ROAD.
 KZ2435'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 KZ2435'FLUSH WITH THE GROUND AND STAMPED 11 1993
 KZ2435'THE STATION IS 27.71 FEET SOUTHWEST FROM A PK NAIL IN THE CENTERLINE
 KZ2435'OF STOTT ROAD, 43.78 FEET SOUTHEAST FROM A PK NAIL IN THE CENTERLINE
 KZ2435'OF STOTT ROAD, AND 60.87 FEET EAST FROM A PK NAIL IN A POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9338 ***********************************************************************
 AE9338  DESIGNATION -  CLARK 110
 AE9338  PID         -  AE9338
 AE9338  STATE/COUNTY-  OH/CLARK
 AE9338  USGS QUAD   -  NEW MOOREFIELD (1995)
 AE9338
 AE9338                         *CURRENT SURVEY CONTROL
 AE9338  ___________________________________________________________________
 AE9338* NAD 83(1995)-  39 52 38.93466(N)    083 44 48.68002(W)     ADJUSTED  
 AE9338* NAVD 88     -       317.5    (meters)    1042.     (feet)  GPS OBS   
 AE9338  ___________________________________________________________________
 AE9338  X           -     533,895.696 (meters)                     COMP
 AE9338  Y           -  -4,872,495.828 (meters)                     COMP
 AE9338  Z           -   4,067,737.588 (meters)                     COMP
 AE9338  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 AE9338  ELLIP HEIGHT-         284.38  (meters)          (10/07/05) GPS OBS
 AE9338  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AE9338
 AE9338  HORZ ORDER  -  FIRST
 AE9338  ELLP ORDER  -  THIRD     CLASS I
 AE9338
 AE9338.The horizontal coordinates were established by GPS observations
 AE9338.and adjusted by the National Geodetic Survey in April 1998..
 AE9338
 AE9338.The orthometric height was determined by GPS observations and a
 AE9338.high-resolution geoid model.
 AE9338
 AE9338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9338
 AE9338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9338
 AE9338.The ellipsoidal height was determined by GPS observations
 AE9338.and is referenced to NAD 83.
 AE9338
 AE9338.The geoid height was determined by GEOID03.
 AE9338
 AE9338;                    North         East     Units Scale Factor Converg.
 AE9338;SPC OH S     -   209,165.921   493,342.429   MT  0.99997288   -0 47 28.2
 AE9338;UTM  17      - 4,417,770.793   265,094.536   MT  1.00027938   -1 45 43.0
 AE9338
 AE9338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9338!SPC OH S     -   0.99995539  x   0.99997288  =   0.99992827
 AE9338!UTM  17      -   0.99995539  x   1.00027938  =   1.00023476
 AE9338
 AE9338                          SUPERSEDED SURVEY CONTROL
 AE9338
 AE9338  ELLIP H (04/27/98)  284.43   (m)                       GP(       ) 3 1
 AE9338
 AE9338.Superseded values are not recommended for survey control.
 AE9338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9338.See file dsdata.txt to determine how the superseded data were derived.
 AE9338
 AE9338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6509517771(NAD 83)
 AE9338_MARKER: DD = SURVEY DISK
 AE9338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9338_STAMPING: 110 1996
 AE9338_MARK LOGO: OH-023
 AE9338_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9338+STABILITY: SURFACE MOTION
 AE9338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9338+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9338
 AE9338  HISTORY     - Date     Condition        Report By
 AE9338  HISTORY     - 1996     MONUMENTED       OH-023
 AE9338
 AE9338                          STATION DESCRIPTION
 AE9338
 AE9338'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9338'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9338'IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP, TOWN 5,RANGE 9,SECTION
 AE9338'20, APPROXIMATELY 3.3 MILES (5.3 KM) SOUTHEAST FROM THE CENTER OF
 AE9338'SPRINGFIELD.  FROM SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND
 AE9338'FOUNTAIN AVENUE, PROCEED SOUTH ON FOUNTAIN AVENUE 0.4 MILES (0.6 KM)
 AE9338'TO PLEASANT STREET, TURN EAST ON PLEASANT STREET PASSING S. LIMESTONE
 AE9338'STREET TO S.R.72.  CROSSING THE INTERSECTION, CONTINUE EAST ON WHAT IS
 AE9338'SELMA ROAD FOR 3.5 MILES (5.6 KM) TO CRABILL ROAD, TURN EAST FOR 1.2
 AE9338'MILES (1.9 KM) ALONG CRABILL ROAD TO INTERSECTION OF CRABILL ROAD AND
 AE9338'MITCHELL.  CONTINUE EAST ALONG MITCHELL ROAD 0.5 MILES (0.8 KM) TO THE
 AE9338'STATION, WHICH IS LOCATED WEST OF THE WEST EDGE OF PAVEMENT.  THE
 AE9338'STATION IS A 3.25 INCH DIAMETER METAL CLARK COUNTY ENGINEER SURVEY
 AE9338'DISK SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED 110 1996.  THE
 AE9338'STATION IS REFERENCED 30.75 FEET (9.37 M) SOUTH TO A TELEPHONE POLE,
 AE9338'16.50 FEET (5.03 M) EAST TO A PK NAIL IN CENTER OF ROAD AND 29.58 FEET
 AE9338'(9.02 M) NORTHEAST TO A PK NAIL IN CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9345 ***********************************************************************
 AE9345  DESIGNATION -  CLARK 111
 AE9345  PID         -  AE9345
 AE9345  STATE/COUNTY-  OH/CLARK
 AE9345  USGS QUAD   -  NEW MOOREFIELD (1995)
 AE9345
 AE9345                         *CURRENT SURVEY CONTROL
 AE9345  ___________________________________________________________________
 AE9345* NAD 83(1995)-  39 52 35.22187(N)    083 42 41.20781(W)     ADJUSTED  
 AE9345* NAVD 88     -       329.7    (meters)    1082.     (feet)  GPS OBS   
 AE9345  ___________________________________________________________________
 AE9345  X           -     536,915.881 (meters)                     COMP
 AE9345  Y           -  -4,872,247.265 (meters)                     COMP
 AE9345  Z           -   4,067,657.553 (meters)                     COMP
 AE9345  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 AE9345  ELLIP HEIGHT-         296.62  (meters)          (10/07/05) GPS OBS
 AE9345  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AE9345
 AE9345  HORZ ORDER  -  FIRST
 AE9345  ELLP ORDER  -  THIRD     CLASS I
 AE9345
 AE9345.The horizontal coordinates were established by GPS observations
 AE9345.and adjusted by the National Geodetic Survey in April 1998..
 AE9345
 AE9345.The orthometric height was determined by GPS observations and a
 AE9345.high-resolution geoid model.
 AE9345
 AE9345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9345
 AE9345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9345
 AE9345.The ellipsoidal height was determined by GPS observations
 AE9345.and is referenced to NAD 83.
 AE9345
 AE9345.The geoid height was determined by GEOID03.
 AE9345
 AE9345;                    North         East     Units Scale Factor Converg.
 AE9345;SPC OH S     -   209,010.193   496,369.634   MT  0.99997273   -0 46 07.3
 AE9345;UTM  17      - 4,417,563.745   268,119.569   MT  1.00026199   -1 44 21.0
 AE9345
 AE9345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9345!SPC OH S     -   0.99995347  x   0.99997273  =   0.99992620
 AE9345!UTM  17      -   0.99995347  x   1.00026199  =   1.00021545
 AE9345
 AE9345:                Primary Azimuth Mark                     Grid Az
 AE9345:SPC OH S     -  CLARK 107                                020 10 02.8
 AE9345:UTM  17      -  CLARK 107                                021 08 16.5
 AE9345
 AE9345|---------------------------------------------------------------------|
 AE9345| PID    Reference Object                     Distance      Geod. Az  |
 AE9345|                                                           dddmmss.s |
 AE9345| AE9351 CLARK 107                           APPROX. 1.3 KM 0192355.5 |
 AE9345|---------------------------------------------------------------------|
 AE9345
 AE9345                          SUPERSEDED SURVEY CONTROL
 AE9345
 AE9345  ELLIP H (04/27/98)  296.67   (m)                       GP(       ) 3 1
 AE9345
 AE9345.Superseded values are not recommended for survey control.
 AE9345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9345.See file dsdata.txt to determine how the superseded data were derived.
 AE9345
 AE9345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6812017564(NAD 83)
 AE9345_MARKER: DD = SURVEY DISK
 AE9345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9345_STAMPING: 111 1996
 AE9345_MARK LOGO: OH-023
 AE9345_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9345+STABILITY: SURFACE MOTION
 AE9345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9345+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9345
 AE9345  HISTORY     - Date     Condition        Report By
 AE9345  HISTORY     - 1996     MONUMENTED       OH-023
 AE9345
 AE9345                          STATION DESCRIPTION
 AE9345
 AE9345'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9345'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9345'IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP, TOWN 5,RANGE 9,SECTION
 AE9345'1, APPROXIMATELY 6.0 MILES (9.7 KM) EAST FROM THE CENTER OF
 AE9345'SPRINGFIELD.  FROM SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND
 AE9345'FOUNTAIN AVENUE, PROCEED SOUTH ON FOUNTAIN AVENUE TO E.HIGH STREET,
 AE9345'TURN EAST ON E.HIGH STREET AND PROCEED 6.3 MILES (10.1 KM) TO OLD
 AE9345'ROUTE 70.  BEAR TO THE RIGHT (SOUTHEAST) AND CONTINUE 0.18 MILES (0.29
 AE9345'KM) SOUTHEAST TO THE INTERSECTION OF CRAIG ROAD.  TURN SOUTH ON CRAIG
 AE9345'ROAD AND TRAVEL 0.4 MILES (0.6 KM) TO THE STATION ON THE WEST EDGE OF
 AE9345'PAVEMENT.  THE STATION IS A 3.25 INCH DIAMETER METAL CLARK COUNTY
 AE9345'ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED
 AE9345'111 1996.  THE STATION IS REFERENCED 83.15 FEET (25.34 M) NORTH TO A
 AE9345'POWER POLE NO.147GZ-31, 61.70 FEET (18.81 M) NORTHEAST TO A TELEPHONE
 AE9345'TERMINAL BOX AND 28.51 FEET (8.69 M) SOUTHEAST TO A PK NAIL IN CENTER
 AE9345'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6615 ***********************************************************************
 AH6615  DESIGNATION -  CLARK 112
 AH6615  PID         -  AH6615
 AH6615  STATE/COUNTY-  OH/CLARK
 AH6615  USGS QUAD   -  NEW CARLISLE (1984)
 AH6615
 AH6615                         *CURRENT SURVEY CONTROL
 AH6615  ___________________________________________________________________
 AH6615* NAD 83(1995)-  39 58 34.97018(N)    084 00 10.42769(W)     ADJUSTED  
 AH6615* NAVD 88     -       309.2    (meters)    1014.     (feet)  GPS OBS   
 AH6615  ___________________________________________________________________
 AH6615  X           -     511,379.380 (meters)                     COMP
 AH6615  Y           -  -4,867,817.060 (meters)                     COMP
 AH6615  Z           -   4,076,153.475 (meters)                     COMP
 AH6615  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AH6615  ELLIP HEIGHT-         275.89  (meters)          (10/07/05) GPS OBS
 AH6615  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AH6615
 AH6615  HORZ ORDER  -  FIRST
 AH6615  ELLP ORDER  -  FOURTH    CLASS II
 AH6615
 AH6615.The horizontal coordinates were established by GPS observations
 AH6615.and adjusted by the National Geodetic Survey in January 1999..
 AH6615
 AH6615.The orthometric height was determined by GPS observations and a
 AH6615.high-resolution geoid model.
 AH6615
 AH6615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6615
 AH6615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6615
 AH6615.The ellipsoidal height was determined by GPS observations
 AH6615.and is referenced to NAD 83.
 AH6615
 AH6615.The geoid height was determined by GEOID03.
 AH6615
 AH6615;                    North         East     Units Scale Factor Converg.
 AH6615;SPC OH S     -   220,478.716   471,624.967   MT  0.99998923   -0 57 13.0
 AH6615;UTM  16      - 4,429,438.583   755,940.563   MT  1.00040650   +1 55 35.8
 AH6615;UTM  17      - 4,429,455.243   243,564.644   MT  1.00040962   -1 55 49.2
 AH6615
 AH6615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6615!SPC OH S     -   0.99995672  x   0.99998923  =   0.99994595
 AH6615!UTM  16      -   0.99995672  x   1.00040650  =   1.00036320
 AH6615!UTM  17      -   0.99995672  x   1.00040962  =   1.00036632
 AH6615
 AH6615                          SUPERSEDED SURVEY CONTROL
 AH6615
 AH6615  ELLIP H (01/12/99)  275.95   (m)                       GP(       ) 4 2
 AH6615
 AH6615.Superseded values are not recommended for survey control.
 AH6615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6615.See file dsdata.txt to determine how the superseded data were derived.
 AH6615
 AH6615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5594129439(NAD 83)
 AH6615_MARKER: A = ALUMINUM MARKER
 AH6615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6615_STAMPING: 112
 AH6615_MARK LOGO: OH-023
 AH6615_PROJECTION: FLUSH
 AH6615_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6615+STABILITY: SURFACE MOTION
 AH6615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6615+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6615
 AH6615  HISTORY     - Date     Condition        Report By
 AH6615  HISTORY     - 1998     MONUMENTED       OH-023
 AH6615
 AH6615                          STATION DESCRIPTION
 AH6615
 AH6615'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6615'RECOVERY BY JUSTIN GILES OF THE SCHNEIDER CORPORATION FOR CLARK
 AH6615'COUNTY.  112 IS LOCATED APPROXIMATELY 3 MILES (4.8 KM) NORTH OF THE
 AH6615'INTERSECTION OF OHIO ROAD 571 AND OHIO ROAD 235 IN NEW CARLISLE AND IS
 AH6615'APPROXIMATELY 2 MILES (3.2 KM) EAST OF THE CLARK AND MIAMI COUNTY LINE
 AH6615'TO REACH THE MARK FROM THE INTERSECTION OF 571 AND 235, GO NORTH ON
 AH6615'235 APPROXIMATELY 3 MILES.  (4.8 KM) THE STATION IS ON THE WEST SIDE
 AH6615'OF 235 JUST NORTH OF A GRAVEL DRIVE TO THE WEST.  THE MARK IS AN
 AH6615'ALUMINUM DISC SET IN ROUND CONCRETE SETTING STAMPED 112, 1998 SET
 AH6615'FLUSH WITH GROUND.  THE MARK IS SOUTHWEST OF THE SOUTHERNMOST END OF A
 AH6615'GUARDRAIL ON THE EAST SIDE OF 235, 29.360 METERS.  (96.325 FT) 22.610
 AH6615'METERS (74.180 FT) WEST OF MAGNAIL SET 0.6 METERS (2.0 FT) UP ON WEST
 AH6615'FACE OF POWER POLE NO.  81-3198.  3.990 METERS (13.091 FT) WEST OF
 AH6615'MAGNAIL SET 0.3 UP ON WEST FACE OF MAILBOX POLE ADDRESS NO. 3203,
 AH6615'3.180 METERS (10.433 FT) NORTH OF MAGNAIL SET 0.3 METERS (1.0 FT) UP
 AH6615'ON NORTHFACE OF POWER POLE NO.  40-T.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6616 ***********************************************************************
 AH6616  DESIGNATION -  CLARK 113
 AH6616  PID         -  AH6616
 AH6616  STATE/COUNTY-  OH/CLARK
 AH6616  USGS QUAD   -  DONNELSVILLE (1983)
 AH6616
 AH6616                         *CURRENT SURVEY CONTROL
 AH6616  ___________________________________________________________________
 AH6616* NAD 83(1995)-  39 58 32.60544(N)    083 59 03.24386(W)     ADJUSTED  
 AH6616* NAVD 88     -       320.9    (meters)    1053.     (feet)  GPS OBS   
 AH6616  ___________________________________________________________________
 AH6616  X           -     512,970.733 (meters)                     COMP
 AH6616  Y           -  -4,867,705.771 (meters)                     COMP
 AH6616  Z           -   4,076,105.111 (meters)                     COMP
 AH6616  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AH6616  ELLIP HEIGHT-         287.61  (meters)          (10/07/05) GPS OBS
 AH6616  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AH6616
 AH6616  HORZ ORDER  -  FIRST
 AH6616  ELLP ORDER  -  FOURTH    CLASS II
 AH6616
 AH6616.The horizontal coordinates were established by GPS observations
 AH6616.and adjusted by the National Geodetic Survey in January 1999..
 AH6616
 AH6616.The orthometric height was determined by GPS observations and a
 AH6616.high-resolution geoid model.
 AH6616
 AH6616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6616
 AH6616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6616
 AH6616.The ellipsoidal height was determined by GPS observations
 AH6616.and is referenced to NAD 83.
 AH6616
 AH6616.The geoid height was determined by GEOID03.
 AH6616
 AH6616;                    North         East     Units Scale Factor Converg.
 AH6616;SPC OH S     -   220,379.424   473,217.717   MT  0.99998911   -0 56 30.4
 AH6616;UTM  17      - 4,429,328.766   245,156.132   MT  1.00039960   -1 55 05.8
 AH6616;UTM  16      - 4,429,419.443   757,536.964   MT  1.00041659   +1 56 18.9
 AH6616
 AH6616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6616!SPC OH S     -   0.99995488  x   0.99998911  =   0.99994399
 AH6616!UTM  17      -   0.99995488  x   1.00039960  =   1.00035446
 AH6616!UTM  16      -   0.99995488  x   1.00041659  =   1.00037145
 AH6616
 AH6616                          SUPERSEDED SURVEY CONTROL
 AH6616
 AH6616  ELLIP H (01/12/99)  287.69   (m)                       GP(       ) 4 2
 AH6616
 AH6616.Superseded values are not recommended for survey control.
 AH6616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6616.See file dsdata.txt to determine how the superseded data were derived.
 AH6616
 AH6616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4515629329(NAD 83)
 AH6616_MARKER: A = ALUMINUM MARKER
 AH6616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6616_STAMPING: 113
 AH6616_MARK LOGO: OH-023
 AH6616_PROJECTION: FLUSH
 AH6616_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6616+STABILITY: SURFACE MOTION
 AH6616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6616+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6616
 AH6616  HISTORY     - Date     Condition        Report By
 AH6616  HISTORY     - 1998     MONUMENTED       OH-023
 AH6616
 AH6616                          STATION DESCRIPTION
 AH6616
 AH6616'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6616'ALUMINUM DISC IN ROUND CONCRETE SETTING, FLUSH WITH GROUND RECOVERED
 AH6616'BY CHARLIE THOMAS WITH THE SCHNEIDER CORPORATION LOCATED IN CLARK
 AH6616'COUNTY OHIO.  FOUR MILES NORTHEAST OF NEW CARLISLE OHIO, 0.2 MILES
 AH6616'(0.3 KM) SOUTH OF BLACK PIKE ON WEST SIDE LIBERTY ROAD.  2.70 MILES
 AH6616'(4.35 KM) WEST OF A PK SET IN EDGE OF PAVEMENT OF LIBERTY ROAD.  6.07
 AH6616'METERS (19.91 FT) SOUTH OF A PK SET IN WOOD CORNER POST ON WOVEN WIRE
 AH6616'FENCE, 6.52 METERS (21.39 FT) SOUTH BY SOUTHEAST OF A PK SET IN WOOD
 AH6616'FENCE POST ON WOVEN WIRE FENCE BEING ONE POST WEST OF PREVIOUSLY
 AH6616'DESCRIBED CORNER POST.  TO REACH THE STATION FROM THE INTERSECTION OF
 AH6616'SR 235 AND SR 41, 3.5 MILES (5.6 KM) NORTH OF NEW CARLISLE GO EAST ON
 AH6616'SR 41, 0.5 MILES (0.8 KM) TO ITS INTERSECTION WITH NEW CARLISLE-PARIS
 AH6616'ROAD, TURN RIGHT (SOUTH) GO ONE MILE TO A LEFT TURN IN ROAD WHICH
 AH6616'CHANGES TO BLACK PIKE IN NAME, CONTINUE EAST 0.4 MILES (0.6 KM) TO ITS
 AH6616'INTERSECTION WITH LIBERTY ROAD TURN RIGHT (SOUTH) GO 0.2 MILES (0.3
 AH6616'KM) TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6617 ***********************************************************************
 AH6617  DESIGNATION -  CLARK 114
 AH6617  PID         -  AH6617
 AH6617  STATE/COUNTY-  OH/CLARK
 AH6617  USGS QUAD   -  DONNELSVILLE (1983)
 AH6617
 AH6617                         *CURRENT SURVEY CONTROL
 AH6617  ___________________________________________________________________
 AH6617* NAD 83(1995)-  39 58 29.98107(N)    083 55 36.47563(W)     ADJUSTED  
 AH6617* NAVD 88     -       328.3    (meters)    1077.     (feet)  GPS OBS   
 AH6617  ___________________________________________________________________
 AH6617  X           -     517,856.157 (meters)                     COMP
 AH6617  Y           -  -4,867,246.401 (meters)                     COMP
 AH6617  Z           -   4,076,047.789 (meters)                     COMP
 AH6617  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AH6617  ELLIP HEIGHT-         294.94  (meters)          (10/07/05) GPS OBS
 AH6617  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 AH6617
 AH6617  HORZ ORDER  -  FIRST
 AH6617  ELLP ORDER  -  FOURTH    CLASS II
 AH6617
 AH6617.The horizontal coordinates were established by GPS observations
 AH6617.and adjusted by the National Geodetic Survey in January 1999..
 AH6617
 AH6617.The orthometric height was determined by GPS observations and a
 AH6617.high-resolution geoid model.
 AH6617
 AH6617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6617
 AH6617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6617
 AH6617.The ellipsoidal height was determined by GPS observations
 AH6617.and is referenced to NAD 83.
 AH6617
 AH6617.The geoid height was determined by GEOID03.
 AH6617
 AH6617;                    North         East     Units Scale Factor Converg.
 AH6617;SPC OH S     -   220,219.410   478,122.133   MT  0.99998898   -0 54 19.2
 AH6617;UTM  17      - 4,429,085.118   250,059.046   MT  1.00036913   -1 52 52.7
 AH6617;UTM  16      - 4,429,506.140   762,445.399   MT  1.00044802   +1 58 31.8
 AH6617
 AH6617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6617!SPC OH S     -   0.99995373  x   0.99998898  =   0.99994271
 AH6617!UTM  17      -   0.99995373  x   1.00036913  =   1.00032285
 AH6617!UTM  16      -   0.99995373  x   1.00044802  =   1.00040173
 AH6617
 AH6617                          SUPERSEDED SURVEY CONTROL
 AH6617
 AH6617  ELLIP H (01/12/99)  295.02   (m)                       GP(       ) 4 2
 AH6617
 AH6617.Superseded values are not recommended for survey control.
 AH6617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6617.See file dsdata.txt to determine how the superseded data were derived.
 AH6617
 AH6617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5005929085(NAD 83)
 AH6617_MARKER: A = ALUMINUM MARKER
 AH6617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6617_STAMPING: 114
 AH6617_MARK LOGO: OH-023
 AH6617_PROJECTION: FLUSH
 AH6617_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6617+STABILITY: SURFACE MOTION
 AH6617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6617+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6617
 AH6617  HISTORY     - Date     Condition        Report By
 AH6617  HISTORY     - 1998     MONUMENTED       OH-023
 AH6617
 AH6617                          STATION DESCRIPTION
 AH6617
 AH6617'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6617'RECOVERED BY MIKE SHEPPARD OF THE SCHNEIDER CORPORATION, FOR CLARK
 AH6617'COUNTY.  TO REACH THE STATION FROM NORTH HAMPTON, GO EAST ON SR 41
 AH6617'ABOUT 0.8 MILES (1.3 KM) TO FOLK-REAM ROAD, TURN RIGHT (SOUTH) , GO
 AH6617'ONE MILE TO JOHNSON ROAD AND THE STATION ON THE LEFT.  CLARK 114 IS AN
 AH6617'ALUMINUM DISK IN CONCRETE (ROUND) SETTING, FLUSH WITH GROUND LEVEL AT
 AH6617'THE SOUTH EAST CORNER OF THE INTERSECTION OF FOLK-BEAM ROAD (5.2
 AH6617'METERS EAST OF EDGE OF PAVEMENT) AND JOHNSON ROAD 4.8 METERS (15.7 FT)
 AH6617'SOUTH OF EDGE OF PAVEMENT.  MONUMENT IS SOUTH 70 DEGREES WEST
 AH6617'(COMPASS) 33.65 METERS (110.40 FT) FROM A PK NAIL PLACED 1 FOOT (0.3
 AH6617'M) UP IN A POWER POLE ON THE NORTH SIDE OF JOHNSON ROAD, SOUTH 50
 AH6617'DEGREES EAST 19.40 METERS (63.65 FT) FROM A MAG NAIL PLACED 1 FOOT
 AH6617'(0.3 M) UP IN A POWER POLE AT THE NORTHWEST CORNER OF SAID
 AH6617'INTERSECTION AND SOUTH 55 DEGREES EAST 3.4 METERS (11.2 FT) FROM A
 AH6617'TELEPHONE PEDESTAL A THE SOUTHEAST CORNER OF SAID INTERSECTION. CLARK
 AH6617'114 IS ONE MILE FROM NORTH HAMPTON OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6619 ***********************************************************************
 AH6619  DESIGNATION -  CLARK 117
 AH6619  PID         -  AH6619
 AH6619  STATE/COUNTY-  OH/CLARK
 AH6619  USGS QUAD   -  NEW CARLISLE (1984)
 AH6619
 AH6619                         *CURRENT SURVEY CONTROL
 AH6619  ___________________________________________________________________
 AH6619* NAD 83(1995)-  39 57 43.42604(N)    084 00 15.59352(W)     ADJUSTED  
 AH6619* NAVD 88     -       296.8    (meters)     974.     (feet)  GPS OBS   
 AH6619  ___________________________________________________________________
 AH6619  X           -     511,363.155 (meters)                     COMP
 AH6619  Y           -  -4,868,836.151 (meters)                     COMP
 AH6619  Z           -   4,074,927.123 (meters)                     COMP
 AH6619  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AH6619  ELLIP HEIGHT-         263.56  (meters)          (10/07/05) GPS OBS
 AH6619  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AH6619
 AH6619  HORZ ORDER  -  FIRST
 AH6619  ELLP ORDER  -  FOURTH    CLASS II
 AH6619
 AH6619.The horizontal coordinates were established by GPS observations
 AH6619.and adjusted by the National Geodetic Survey in January 1999..
 AH6619
 AH6619.The orthometric height was determined by GPS observations and a
 AH6619.high-resolution geoid model.
 AH6619
 AH6619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6619
 AH6619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6619
 AH6619.The ellipsoidal height was determined by GPS observations
 AH6619.and is referenced to NAD 83.
 AH6619
 AH6619.The geoid height was determined by GEOID03.
 AH6619
 AH6619;                    North         East     Units Scale Factor Converg.
 AH6619;SPC OH S     -   218,891.231   471,475.924   MT  0.99998668   -0 57 16.3
 AH6619;UTM  16      - 4,427,844.949   755,871.439   MT  1.00040607   +1 55 30.4
 AH6619;UTM  17      - 4,427,869.860   243,388.496   MT  1.00041074   -1 55 50.4
 AH6619
 AH6619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6619!SPC OH S     -   0.99995865  x   0.99998668  =   0.99994534
 AH6619!UTM  16      -   0.99995865  x   1.00040607  =   1.00036471
 AH6619!UTM  17      -   0.99995865  x   1.00041074  =   1.00036938
 AH6619
 AH6619                          SUPERSEDED SURVEY CONTROL
 AH6619
 AH6619  ELLIP H (01/12/99)  263.62   (m)                       GP(       ) 4 2
 AH6619
 AH6619.Superseded values are not recommended for survey control.
 AH6619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6619.See file dsdata.txt to determine how the superseded data were derived.
 AH6619
 AH6619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5587127845(NAD 83)
 AH6619_MARKER: A = ALUMINUM MARKER
 AH6619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6619_STAMPING: 117 1998
 AH6619_MARK LOGO: OH-023
 AH6619_PROJECTION: FLUSH
 AH6619_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6619+STABILITY: SURFACE MOTION
 AH6619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6619+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6619
 AH6619  HISTORY     - Date     Condition        Report By
 AH6619  HISTORY     - 1998     MONUMENTED       OH-023
 AH6619
 AH6619                          STATION DESCRIPTION
 AH6619
 AH6619'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6619'ALUMINUM DISK IN ROUND CONCRETE SETTING RECOVERED BY CHARLIE THOMAS OF
 AH6619'THE SCHNEIDER CORPORATION, LOCATED IN CLARK COUNTY OHIO.  2 MILES (3.2
 AH6619'KM) NORTHEAST OF NEW CARLISLE OHIO.  0.5 MILE (0.8 KM) EAST OF SR 235
 AH6619'ON NORTHEAST SIDE SIEGLER ROAD AT CURVE.  6.04 METERS (19.82 FT) WEST
 AH6619'OF A PK SET IN WEST SIDE UTILITY POLE, 11.44 METERS (37.53 FT)
 AH6619'NORTHEAST OF A PK NAIL SET IN EAST SIDE OF UTILITY POLE, 16.68 METERS
 AH6619'(54.72 FT) NORTHWEST OF A PK NAIL SET IN NORTH SIDE WOOD CORNER POST
 AH6619'WITH WOVEN WIRE FENCE.  TO REACH THE STATION FROM THE INTERSECTION OF
 AH6619'SR 571 AND SR 235 IN NEW CARLISLE, OHIO GO NORTH ON SR 235, 2.1 MILES
 AH6619'(3.4 KM) TO ITS INTERSECTION WITH SIGLER ROAD TURN RIGHT (SOUTHEAST)
 AH6619'GO 0.5 MILES (0.8 KM) TO A CURVE AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6621 ***********************************************************************
 AH6621  DESIGNATION -  CLARK 118
 AH6621  PID         -  AH6621
 AH6621  STATE/COUNTY-  OH/CLARK
 AH6621  USGS QUAD   -  DONNELSVILLE (1983)
 AH6621
 AH6621                         *CURRENT SURVEY CONTROL
 AH6621  ___________________________________________________________________
 AH6621* NAD 83(1995)-  39 57 00.69031(N)    083 54 40.35811(W)     ADJUSTED  
 AH6621* NAVD 88     -       322.0    (meters)    1056.     (feet)  GPS OBS   
 AH6621  ___________________________________________________________________
 AH6621  X           -     519,367.466 (meters)                     COMP
 AH6621  Y           -  -4,868,859.488 (meters)                     COMP
 AH6621  Z           -   4,073,932.837 (meters)                     COMP
 AH6621  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AH6621  ELLIP HEIGHT-         288.66  (meters)          (10/07/05) GPS OBS
 AH6621  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 AH6621
 AH6621  HORZ ORDER  -  FIRST
 AH6621  ELLP ORDER  -  FOURTH    CLASS II
 AH6621
 AH6621.The horizontal coordinates were established by GPS observations
 AH6621.and adjusted by the National Geodetic Survey in January 1999..
 AH6621
 AH6621.The orthometric height was determined by GPS observations and a
 AH6621.high-resolution geoid model.
 AH6621
 AH6621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6621
 AH6621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6621
 AH6621.The ellipsoidal height was determined by GPS observations
 AH6621.and is referenced to NAD 83.
 AH6621
 AH6621.The geoid height was determined by GEOID03.
 AH6621
 AH6621;                    North         East     Units Scale Factor Converg.
 AH6621;SPC OH S     -   217,444.885   479,410.538   MT  0.99998461   -0 53 43.6
 AH6621;UTM  17      - 4,426,288.003   251,300.502   MT  1.00036151   -1 52 13.1
 AH6621
 AH6621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6621!SPC OH S     -   0.99995472  x   0.99998461  =   0.99993933
 AH6621!UTM  17      -   0.99995472  x   1.00036151  =   1.00031621
 AH6621
 AH6621                          SUPERSEDED SURVEY CONTROL
 AH6621
 AH6621  ELLIP H (01/12/99)  288.74   (m)                       GP(       ) 4 2
 AH6621
 AH6621.Superseded values are not recommended for survey control.
 AH6621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6621.See file dsdata.txt to determine how the superseded data were derived.
 AH6621
 AH6621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5130126288(NAD 83)
 AH6621_MARKER: A = ALUMINUM MARKER
 AH6621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6621_STAMPING: 118 1998
 AH6621_MARK LOGO: OH-023
 AH6621_PROJECTION: FLUSH
 AH6621_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6621+STABILITY: SURFACE MOTION
 AH6621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6621+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6621
 AH6621  HISTORY     - Date     Condition        Report By
 AH6621  HISTORY     - 1998     MONUMENTED       OH-023
 AH6621
 AH6621                          STATION DESCRIPTION
 AH6621
 AH6621'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6621'RECOVERY BY JUSTIN GILES OF THE SCHNEIDER CORPORATION FOR CLARK
 AH6621'COUNTY.  118 IS APPROXIMATELEY 3 MILES (4.8 KM) WEST OF SPRINGFIELD
 AH6621'AND APPROXIMATELY 2 MILES (3.2 KM) NORTH OF THE INTERSECTION OF U.S.
 AH6621'40 AND OHIO 369.  TO REACH THE MARK FROM THE INTERSECTIONOF U.S.  40
 AH6621'AND 369 GO NORTH ON TECUMSEH TWO MILES TO THE INTERSECTION OF TECUMSEH
 AH6621'AND VICTORY, IT IS NORTHEAST OF THE INTERSECTION THE MARK IS AN
 AH6621'ALUMINUM DISK SET IN ROUND CONCRETE SETTING STAMPED 118, 1998 SET
 AH6621'FLUSH WITH GROUND.  THE MARK IS 30.48 METERS (100.00 FT) EAST OF
 AH6621'NORTHEAST CORNER OF A BRICK HOUSE NO.1655, 26.41 METERS (86.65 FT)
 AH6621'NORTHWEST OF NORTHWEST CORNER OF A HOUSE NO.1700.  19.350 METERS
 AH6621'(63.484 FT) NORTHEAST OF EAST FACE OF POWER POLE NO.E142HK-33, 4.920
 AH6621'METERS (16.142 FT) EAST OF TECUMSEH, 3.91 METERS (12.83 FT) SOUTHWEST
 AH6621'OF SOUTH FACE OF POWER POLE NO.142HK9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1793 ***********************************************************************
 JY1793  DESIGNATION -  CLARK 12
 JY1793  PID         -  JY1793
 JY1793  STATE/COUNTY-  OH/CLARK
 JY1793  USGS QUAD   -  DONNELSVILLE (1983)
 JY1793
 JY1793                         *CURRENT SURVEY CONTROL
 JY1793  ___________________________________________________________________
 JY1793* NAD 83(1995)-  39 59 26.51795(N)    083 56 51.02299(W)     ADJUSTED  
 JY1793* NAVD 88     -       332.7    (meters)    1092.     (feet)  GPS OBS   
 JY1793  ___________________________________________________________________
 JY1793  X           -     515,979.236 (meters)                     COMP
 JY1793  Y           -  -4,866,322.355 (meters)                     COMP
 JY1793  Z           -   4,077,386.837 (meters)                     COMP
 JY1793  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JY1793  ELLIP HEIGHT-         299.38  (meters)          (10/07/05) GPS OBS
 JY1793  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JY1793
 JY1793  HORZ ORDER  -  FIRST
 JY1793  ELLP ORDER  -  FOURTH    CLASS I
 JY1793
 JY1793.The horizontal coordinates were established by GPS observations
 JY1793.and adjusted by the National Geodetic Survey in April 1998..
 JY1793
 JY1793.The orthometric height was determined by GPS observations and a
 JY1793.high-resolution geoid model.
 JY1793
 JY1793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1793
 JY1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1793
 JY1793.The ellipsoidal height was determined by GPS observations
 JY1793.and is referenced to NAD 83.
 JY1793
 JY1793.The geoid height was determined by GEOID03.
 JY1793
 JY1793;                    North         East     Units Scale Factor Converg.
 JY1793;SPC OH S     -   221,991.081   476,381.381   MT  0.99999184   -0 55 06.5
 JY1793;UTM  17      - 4,430,886.886   248,348.080   MT  1.00037969   -1 53 42.9
 JY1793;UTM  16      - 4,431,188.836   760,616.973   MT  1.00043624   +1 57 46.2
 JY1793
 JY1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1793!SPC OH S     -   0.99995304  x   0.99999184  =   0.99994488
 JY1793!UTM  17      -   0.99995304  x   1.00037969  =   1.00033271
 JY1793!UTM  16      -   0.99995304  x   1.00043624  =   1.00038926
 JY1793
 JY1793:                Primary Azimuth Mark                     Grid Az
 JY1793:SPC OH S     -  CLARK 12 AZ MK                           276 45 21.5
 JY1793:UTM  17      -  CLARK 12 AZ MK                           277 43 57.9
 JY1793:UTM  16      -  CLARK 12 AZ MK                           273 52 28.8
 JY1793
 JY1793|---------------------------------------------------------------------|
 JY1793| PID    Reference Object                     Distance      Geod. Az  |
 JY1793|                                                           dddmmss.s |
 JY1793| JY1794 CLARK 12 AZ MK                      APPROX. 0.7 KM 2755015.0 |
 JY1793|---------------------------------------------------------------------|
 JY1793
 JY1793                          SUPERSEDED SURVEY CONTROL
 JY1793
 JY1793  ELLIP H (04/01/98)  299.44   (m)                       GP(       ) 4 1
 JY1793  NAD 83(1986)-  39 59 26.52463(N)    083 56 51.02685(W) AD(       ) 1
 JY1793
 JY1793.Superseded values are not recommended for survey control.
 JY1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1793.See file dsdata.txt to determine how the superseded data were derived.
 JY1793
 JY1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4834830887(NAD 83)
 JY1793_MARKER: DD = SURVEY DISK
 JY1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1793_SP_SET: CONCRETE POST
 JY1793_STAMPING: 12 1993
 JY1793_MARK LOGO: OH-023
 JY1793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1793+STABILITY: SURFACE MOTION
 JY1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1793+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1793
 JY1793  HISTORY     - Date     Condition        Report By
 JY1793  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1793
 JY1793                          STATION DESCRIPTION
 JY1793
 JY1793'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1793'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PIKE TOWNSHIP ABOUT
 JY1793'0.2 MILES WEST OF THE VILLAGE OF NORTH HAMPTON.
 JY1793'TO REACH THE STATION FROM THE INTERSECTION OF DIALTON ROAD AND TROY
 JY1793'ROAD (STATE ROUTE 41) IN NORTH HAMPTON, PROCEED WEST ALONG TROY ROAD
 JY1793'(STATE ROUTE 41) 0.2 MILES TO THE STATION ON THE LEFT OPPOSITE
 JY1793'RESIDENCE NUMBER 200.
 JY1793'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1793'FLUSH WITH THE GROUND AND STAMPED 12 1993.
 JY1793'THE STATION IS 22.85 FEET SOUTH FROM A PK NAIL IN THE CENTERLINE OF
 JY1793'TROY ROAD (STATE ROUTE 41), 39.80 FEET WEST FROM POWER POLE NUMBER
 JY1793'139HM43,  AND 46.90 FEET SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 JY1793'CULVERT HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1794 ***********************************************************************
 JY1794  DESIGNATION -  CLARK 12 AZ MK
 JY1794  PID         -  JY1794
 JY1794  STATE/COUNTY-  OH/CLARK
 JY1794  USGS QUAD   -  DONNELSVILLE (1983)
 JY1794
 JY1794                         *CURRENT SURVEY CONTROL
 JY1794  ___________________________________________________________________
 JY1794* NAD 83(1995)-  39 59 28.80414(N)    083 57 20.10814(W)     ADJUSTED  
 JY1794* NAVD 88     -       334.0    (meters)    1096.     (feet)  GPS OBS   
 JY1794  ___________________________________________________________________
 JY1794  X           -     515,288.367 (meters)                     COMP
 JY1794  Y           -  -4,866,350.965 (meters)                     COMP
 JY1794  Z           -   4,077,441.678 (meters)                     COMP
 JY1794  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JY1794  ELLIP HEIGHT-         300.65  (meters)          (10/07/05) GPS OBS
 JY1794  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JY1794
 JY1794  HORZ ORDER  -  FIRST
 JY1794  ELLP ORDER  -  FOURTH    CLASS I
 JY1794
 JY1794.The horizontal coordinates were established by GPS observations
 JY1794.and adjusted by the National Geodetic Survey in April 1998..
 JY1794
 JY1794.The orthometric height was determined by GPS observations and a
 JY1794.high-resolution geoid model.
 JY1794
 JY1794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1794
 JY1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1794
 JY1794.The ellipsoidal height was determined by GPS observations
 JY1794.and is referenced to NAD 83.
 JY1794
 JY1794.The geoid height was determined by GEOID03.
 JY1794
 JY1794;                    North         East     Units Scale Factor Converg.
 JY1794;SPC OH S     -   222,072.675   475,692.604   MT  0.99999196   -0 55 25.0
 JY1794;UTM  17      - 4,430,980.247   247,660.526   MT  1.00038396   -1 54 01.7
 JY1794;UTM  16      - 4,431,235.725   759,924.659   MT  1.00043180   +1 57 27.6
 JY1794
 JY1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1794!SPC OH S     -   0.99995284  x   0.99999196  =   0.99994480
 JY1794!UTM  17      -   0.99995284  x   1.00038396  =   1.00033678
 JY1794!UTM  16      -   0.99995284  x   1.00043180  =   1.00038462
 JY1794
 JY1794:                Primary Azimuth Mark                     Grid Az
 JY1794:SPC OH S     -  CLARK 169                                015 25 58.8
 JY1794:UTM  17      -  CLARK 169                                016 24 35.5
 JY1794:UTM  16      -  CLARK 169                                012 33 06.2
 JY1794
 JY1794|---------------------------------------------------------------------|
 JY1794| PID    Reference Object                     Distance      Geod. Az  |
 JY1794|                                                           dddmmss.s |
 JY1794| DF6227 CLARK 169                           APPROX. 1.0 KM 0143033.8 |
 JY1794| JY1793 CLARK 12                            APPROX. 0.7 KM 0954956.3 |
 JY1794| DF6228 CLARK 170                           406.166 METERS 1582904.9 |
 JY1794|---------------------------------------------------------------------|
 JY1794
 JY1794                          SUPERSEDED SURVEY CONTROL
 JY1794
 JY1794  ELLIP H (04/01/98)  300.70   (m)                       GP(       ) 4 1
 JY1794  NAD 83(1986)-  39 59 28.81082(N)    083 57 20.11200(W) AD(       ) 1
 JY1794
 JY1794.Superseded values are not recommended for survey control.
 JY1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1794.See file dsdata.txt to determine how the superseded data were derived.
 JY1794
 JY1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4766130980(NAD 83)
 JY1794_MARKER: DD = SURVEY DISK
 JY1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1794_SP_SET: CONCRETE POST
 JY1794_STAMPING: 12 AZ 1993
 JY1794_MARK LOGO: OH-023
 JY1794_PROJECTION: FLUSH
 JY1794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1794+STABILITY: SURFACE MOTION
 JY1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1794+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1999
 JY1794
 JY1794  HISTORY     - Date     Condition        Report By
 JY1794  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1794  HISTORY     - 19990407 GOOD             ATLTEC
 JY1794
 JY1794                          STATION DESCRIPTION
 JY1794
 JY1794'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1794'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN PIKE TOWNSHIP
 JY1794'ABOUT 0.6 MILES WEST OF THE VILLAGE OF NORTH HAMPTON.
 JY1794'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG TROY
 JY1794'ROAD (STATE ROUTE 41) 0.4 MILES TO THE MARK ON THE RIGHT AT THE EDGE
 JY1794'OF A CULTIVATED FIELD ACROSS FROM RESIDENCE NUMBER 8105.
 JY1794'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1794'CONCRETE FLUSH WITH THE GROUND AND STAMPED 12 AZ 1993.
 JY1794'THE AZIMUTH MARK IS 12.84 FEET SOUTHEAST FROM POWER POLE NUMBER
 JY1794'810510, 19.96 FEET NORTHWEST FROM A NAIL IN THE EDGE OF PAVEMENT,
 JY1794'27.32 FEET NORTH FROM A NAIL IN THE CENTERLINE ROAD, AND 64.0 FEET
 JY1794'NORTHEAST FROM A POWER POLE.
 JY1794
 JY1794                          STATION RECOVERY (1999)
 JY1794
 JY1794'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1794'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1794'RECOVERED AS DESCRIBED
 JY1794' 
 JY1794'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6620 ***********************************************************************
 AH6620  DESIGNATION -  CLARK 120
 AH6620  PID         -  AH6620
 AH6620  STATE/COUNTY-  OH/CLARK
 AH6620  USGS QUAD   -  NEW CARLISLE (1984)
 AH6620
 AH6620                         *CURRENT SURVEY CONTROL
 AH6620  ___________________________________________________________________
 AH6620* NAD 83(1995)-  39 57 00.33157(N)    084 01 19.93915(W)     ADJUSTED  
 AH6620* NAVD 88     -       277.1    (meters)     909.     (feet)  GPS OBS   
 AH6620  ___________________________________________________________________
 AH6620  X           -     509,931.590 (meters)                     COMP
 AH6620  Y           -  -4,869,829.384 (meters)                     COMP
 AH6620  Z           -   4,073,895.581 (meters)                     COMP
 AH6620  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AH6620  ELLIP HEIGHT-         243.85  (meters)          (10/07/05) GPS OBS
 AH6620  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 AH6620
 AH6620  HORZ ORDER  -  FIRST
 AH6620  ELLP ORDER  -  FOURTH    CLASS II
 AH6620
 AH6620.The horizontal coordinates were established by GPS observations
 AH6620.and adjusted by the National Geodetic Survey in January 1999..
 AH6620
 AH6620.The orthometric height was determined by GPS observations and a
 AH6620.high-resolution geoid model.
 AH6620
 AH6620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6620
 AH6620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6620
 AH6620.The ellipsoidal height was determined by GPS observations
 AH6620.and is referenced to NAD 83.
 AH6620
 AH6620.The geoid height was determined by GEOID03.
 AH6620
 AH6620;                    North         East     Units Scale Factor Converg.
 AH6620;SPC OH S     -   217,587.880   469,926.598   MT  0.99998459   -0 57 57.1
 AH6620;UTM  16      - 4,426,464.843   754,388.923   MT  1.00039675   +1 54 47.3
 AH6620;UTM  17      - 4,426,592.539   241,816.519   MT  1.00042070   -1 56 30.1
 AH6620
 AH6620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6620!SPC OH S     -   0.99996175  x   0.99998459  =   0.99994634
 AH6620!UTM  16      -   0.99996175  x   1.00039675  =   1.00035848
 AH6620!UTM  17      -   0.99996175  x   1.00042070  =   1.00038243
 AH6620
 AH6620                          SUPERSEDED SURVEY CONTROL
 AH6620
 AH6620  ELLIP H (01/12/99)  243.91   (m)                       GP(       ) 4 2
 AH6620
 AH6620.Superseded values are not recommended for survey control.
 AH6620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6620.See file dsdata.txt to determine how the superseded data were derived.
 AH6620
 AH6620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5438926465(NAD 83)
 AH6620_MARKER: A = ALUMINUM MARKER
 AH6620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6620_STAMPING: 120 1998
 AH6620_MARK LOGO: OH-023
 AH6620_PROJECTION: FLUSH
 AH6620_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6620+STABILITY: SURFACE MOTION
 AH6620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6620+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6620
 AH6620  HISTORY     - Date     Condition        Report By
 AH6620  HISTORY     - 1998     MONUMENTED       OH-023
 AH6620
 AH6620                          STATION DESCRIPTION
 AH6620
 AH6620'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6620'STATION RECOVERY BY JUSTIN GILES OF THE SCHNEIDER CORPORATION FOR
 AH6620'CLARK COUNTY.  THE MARK IS APPROXIMATELY 1.2 MILES (1.9 KM) EAST OF
 AH6620'THE CLARK-MIAMI COUNTY LINE ON THE NORTHSIDE OF NEW CARLISLE,
 AH6620'APPROXIMATELY ONE MILE NORTH OF THE INTERSECTION OF OHIO 571 AND OHIO
 AH6620'235, FROM THE INTERSECTION OF 571 AND 235 GO NORTH ON 235 ONE MILE,
 AH6620'THE STATION IS ON THE EAST SIDE OF THE STREET.  THE STATION IS AN
 AH6620'ALUMINUM DISK MARKED 120 1998 AND IS SET IN A ROUND CONCRETE SETTING
 AH6620'SET FLUSH WITH GROUND.  THE MARK IS NORTHEAST OF NORTHEAST BUILDING
 AH6620'CORNER OF A BUILDING WITH ALUMINMUM SIDING (NAPA AUTO PARTS) 51.15
 AH6620'METERS, (167.81 FT) THE MARK IS EAST OF THE CENTERBOLT OF A FIRE
 AH6620'HYDRANT ON THE WEST SIDE OF 235, 28.59 METERS (93.80 FT) 10.33 METERS
 AH6620'(33.89 FT) FROM A MAGNAIL SET 0.3 METERS (1.0 FT) UP ON WEST FACE OF
 AH6620'POWER POLE NO.19.15, 4.95 METERS (16.24 FT) FROM THE EAST EDGE OF 235.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6618 ***********************************************************************
 AH6618  DESIGNATION -  CLARK 126
 AH6618  PID         -  AH6618
 AH6618  STATE/COUNTY-  OH/CLARK
 AH6618  USGS QUAD   -  NEW CARLISLE (1984)
 AH6618
 AH6618                         *CURRENT SURVEY CONTROL
 AH6618  ___________________________________________________________________
 AH6618* NAD 83(1995)-  39 55 17.41351(N)    084 00 29.60015(W)     ADJUSTED  
 AH6618* NAVD 88     -       272.2    (meters)     893.     (feet)  GPS OBS   
 AH6618  ___________________________________________________________________
 AH6618  X           -     511,332.373 (meters)                     COMP
 AH6618  Y           -  -4,871,727.618 (meters)                     COMP
 AH6618  Z           -   4,071,458.408 (meters)                     COMP
 AH6618  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AH6618  ELLIP HEIGHT-         238.91  (meters)          (10/07/05) GPS OBS
 AH6618  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 AH6618
 AH6618  HORZ ORDER  -  FIRST
 AH6618  ELLP ORDER  -  FOURTH    CLASS II
 AH6618
 AH6618.The horizontal coordinates were established by GPS observations
 AH6618.and adjusted by the National Geodetic Survey in January 1999..
 AH6618
 AH6618.The orthometric height was determined by GPS observations and a
 AH6618.high-resolution geoid model.
 AH6618
 AH6618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6618
 AH6618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6618
 AH6618.The ellipsoidal height was determined by GPS observations
 AH6618.and is referenced to NAD 83.
 AH6618
 AH6618.The geoid height was determined by GEOID03.
 AH6618
 AH6618;                    North         East     Units Scale Factor Converg.
 AH6618;SPC OH S     -   214,394.068   471,068.331   MT  0.99997979   -0 57 25.2
 AH6618;UTM  16      - 4,423,331.084   755,690.148   MT  1.00040493   +1 55 15.5
 AH6618;UTM  17      - 4,423,378.360   242,904.203   MT  1.00041381   -1 55 53.6
 AH6618
 AH6618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6618!SPC OH S     -   0.99996252  x   0.99997979  =   0.99994231
 AH6618!UTM  16      -   0.99996252  x   1.00040493  =   1.00036744
 AH6618!UTM  17      -   0.99996252  x   1.00041381  =   1.00037632
 AH6618
 AH6618                          SUPERSEDED SURVEY CONTROL
 AH6618
 AH6618  ELLIP H (01/12/99)  238.99   (m)                       GP(       ) 4 2
 AH6618
 AH6618.Superseded values are not recommended for survey control.
 AH6618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6618.See file dsdata.txt to determine how the superseded data were derived.
 AH6618
 AH6618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5569023331(NAD 83)
 AH6618_MARKER: A = ALUMINUM MARKER
 AH6618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6618_STAMPING: 126
 AH6618_MARK LOGO: OH-023
 AH6618_PROJECTION: FLUSH
 AH6618_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6618+STABILITY: SURFACE MOTION
 AH6618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6618+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6618
 AH6618  HISTORY     - Date     Condition        Report By
 AH6618  HISTORY     - 1998     MONUMENTED       OH-023
 AH6618
 AH6618                          STATION DESCRIPTION
 AH6618
 AH6618'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6618'RECOVERY BY JUSTIN GILES OF THE SCHNEIDER CORPORATION FOR CLARK
 AH6618'COUNTY.  THE MARK IS APPROXIMATELY 1.3 MILES (2.1 KM) SOUTHEAST OF NEW
 AH6618'CARLISLE.  1.7 MILES (2.7 KM) NORTH OF U.S.  40 AND 0.7 MILES (1.1 KM)
 AH6618'SOUTH OF MILTON CARLISLE ROAD FROM U.S.  40 GO NORTH ON 571, 0.7 MILES
 AH6618'(1.1 KM) TO THE INTERSECTION OF 571 AND MUSSELMAN ROAD, THE STATION IS
 AH6618'EAST OF THE INTERSECTION THE MARK IS AN ALUMINUM DISK SET IN ROUND
 AH6618'CONCRETE SETTING STAMPED 126, 1998 THE MARK IS SOUTHWEST OF A BUILDING
 AH6618'CORNER OF A TWO STORY HOUSE NO.  482, 44.50 METERS (146.00 FT) 24.64
 AH6618'EAST OF A MAG NAIL SET 0.6 METERS (2.0 FT) UP ON THE EAST FACE OF
 AH6618'POWER POLE NO.  E144HR-79 4.32 METERS (14.17 FT) OFF THE EAST EDGE OF
 AH6618'PAVEMENT OF 571, 3.79 METERS (12.43 FT) UP ON WEST FACE OF POWER POLE
 AH6618'NO.  E144H4-78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6635 ***********************************************************************
 AH6635  DESIGNATION -  CLARK 128
 AH6635  PID         -  AH6635
 AH6635  STATE/COUNTY-  OH/MIAMI
 AH6635  USGS QUAD   -  NEW CARLISLE (1984)
 AH6635
 AH6635                         *CURRENT SURVEY CONTROL
 AH6635  ___________________________________________________________________
 AH6635* NAD 83(1995)-  39 54 34.74986(N)    084 03 12.05810(W)     ADJUSTED  
 AH6635* NAVD 88     -       268.2    (meters)     880.     (feet)  GPS OBS   
 AH6635  ___________________________________________________________________
 AH6635  X           -     507,582.317 (meters)                     COMP
 AH6635  Y           -  -4,872,965.645 (meters)                     COMP
 AH6635  Z           -   4,070,446.588 (meters)                     COMP
 AH6635  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AH6635  ELLIP HEIGHT-         234.96  (meters)          (10/07/05) GPS OBS
 AH6635  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AH6635
 AH6635  HORZ ORDER  -  FIRST
 AH6635  ELLP ORDER  -  FOURTH    CLASS II
 AH6635
 AH6635.The horizontal coordinates were established by GPS observations
 AH6635.and adjusted by the National Geodetic Survey in January 1999..
 AH6635
 AH6635.The orthometric height was determined by GPS observations and a
 AH6635.high-resolution geoid model.
 AH6635
 AH6635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6635
 AH6635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6635
 AH6635.The ellipsoidal height was determined by GPS observations
 AH6635.and is referenced to NAD 83.
 AH6635
 AH6635.The geoid height was determined by GEOID03.
 AH6635
 AH6635;                    North         East     Units Scale Factor Converg.
 AH6635;SPC OH S     -   213,143.835   467,188.334   MT  0.99997787   -0 59 08.3
 AH6635;UTM  16      - 4,421,887.048   751,876.227   MT  1.00038110   +1 53 29.4
 AH6635;UTM  17      - 4,422,193.766   239,001.759   MT  1.00043871   -1 57 36.2
 AH6635
 AH6635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6635!SPC OH S     -   0.99996314  x   0.99997787  =   0.99994101
 AH6635!UTM  16      -   0.99996314  x   1.00038110  =   1.00034423
 AH6635!UTM  17      -   0.99996314  x   1.00043871  =   1.00040183
 AH6635
 AH6635                          SUPERSEDED SURVEY CONTROL
 AH6635
 AH6635  ELLIP H (01/12/99)  235.02   (m)                       GP(       ) 4 2
 AH6635
 AH6635.Superseded values are not recommended for survey control.
 AH6635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6635.See file dsdata.txt to determine how the superseded data were derived.
 AH6635
 AH6635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5187621887(NAD 83)
 AH6635_MARKER: A = ALUMINUM MARKER
 AH6635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6635_STAMPING: 128 1998
 AH6635_MARK LOGO: OH-023
 AH6635_PROJECTION: FLUSH
 AH6635_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6635+STABILITY: SURFACE MOTION
 AH6635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6635+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6635
 AH6635  HISTORY     - Date     Condition        Report By
 AH6635  HISTORY     - 1998     MONUMENTED       OH-023
 AH6635
 AH6635                          STATION DESCRIPTION
 AH6635
 AH6635'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6635'RECOVERED BY BLAIR ELLISON OF THE SCHNEIDER CORPORATION FOR CLARK
 AH6635'COUNTY, OHIO, AUGUST 13, 1998.  THE STATION IS ABOUT 2 MILES (3.2 KM)
 AH6635'SOUTHWEST OF NEW CARLISLE, OHIO.  TO REACH THE STATION FROM THE
 AH6635'INTERSECTION OF US 40 AND SR 235 2 MILES (3.2 KM) SOUTH OF NEW
 AH6635'CARLISLE GO WEST ON US 40 ABOUT 0.8 MILE (1.3 KM) TO ITS INTERSECTION
 AH6635'WITH SCARFF ROAD (ASPHALT) , TURN RIGHT (NORTH) , GO ABOUT 0.2 MILE
 AH6635'(0.3 KM) TO A FENCE ROW AND THE STATION ON THE LEFT.  THE STATION IS
 AH6635'AN ALUMINUM DISK IN ROUND CONCRETE SETTING IN THE YARD OF A PRIVATE
 AH6635'RESIDENCE AT 7960 SCARFF ROAD.  IT IS 3.16 METERS (10.37 FT) NORTHEAST
 AH6635'OF A MAG NAIL SET IN SOUTH FACE OF END FENCE POST OF AN EAST/WEST
 AH6635'FENCE ROW, 6.92 METERS (22.70 FT) WEST OF NORTH FACE OF A 6 INCH ROUND
 AH6635'WOOD POST, 16.39 METERS (53.77 FT) NORTHWEST OF A MAG NAIL SET IN THE
 AH6635'NORTH FACE OF A POWER TRANSFORMER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6622 ***********************************************************************
 AH6622  DESIGNATION -  CLARK 129
 AH6622  PID         -  AH6622
 AH6622  STATE/COUNTY-  OH/CLARK
 AH6622  USGS QUAD   -  NEW CARLISLE (1984)
 AH6622
 AH6622                         *CURRENT SURVEY CONTROL
 AH6622  ___________________________________________________________________
 AH6622* NAD 83(1995)-  39 54 26.94547(N)    084 01 09.70008(W)     ADJUSTED  
 AH6622* NAVD 88     -       266.4    (meters)     874.     (feet)  GPS OBS   
 AH6622  ___________________________________________________________________
 AH6622  X           -     510,488.858 (meters)                     COMP
 AH6622  Y           -  -4,872,815.906 (meters)                     COMP
 AH6622  Z           -   4,070,260.788 (meters)                     COMP
 AH6622  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AH6622  ELLIP HEIGHT-         233.16  (meters)          (10/07/05) GPS OBS
 AH6622  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AH6622
 AH6622  HORZ ORDER  -  FIRST
 AH6622  ELLP ORDER  -  FOURTH    CLASS II
 AH6622
 AH6622.The horizontal coordinates were established by GPS observations
 AH6622.and adjusted by the National Geodetic Survey in January 1999..
 AH6622
 AH6622.The orthometric height was determined by GPS observations and a
 AH6622.high-resolution geoid model.
 AH6622
 AH6622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6622
 AH6622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6622
 AH6622.The ellipsoidal height was determined by GPS observations
 AH6622.and is referenced to NAD 83.
 AH6622
 AH6622.The geoid height was determined by GEOID03.
 AH6622
 AH6622;                    North         East     Units Scale Factor Converg.
 AH6622;SPC OH S     -   212,853.724   470,090.016   MT  0.99997753   -0 57 50.6
 AH6622;UTM  16      - 4,421,742.896   754,790.015   MT  1.00039928   +1 54 47.7
 AH6622;UTM  17      - 4,421,854.206   241,899.397   MT  1.00042018   -1 56 17.3
 AH6622
 AH6622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6622!SPC OH S     -   0.99996342  x   0.99997753  =   0.99994095
 AH6622!UTM  16      -   0.99996342  x   1.00039928  =   1.00036269
 AH6622!UTM  17      -   0.99996342  x   1.00042018  =   1.00038359
 AH6622
 AH6622:                Primary Azimuth Mark                     Grid Az
 AH6622:SPC OH S     -  CLARK 134                                156 36 12.7
 AH6622:UTM  16      -  CLARK 134                                153 43 34.4
 AH6622:UTM  17      -  CLARK 134                                157 34 39.4
 AH6622
 AH6622|---------------------------------------------------------------------|
 AH6622| PID    Reference Object                     Distance      Geod. Az  |
 AH6622|                                                           dddmmss.s |
 AH6622| AH6623 CLARK 134                           APPROX. 1.7 KM 1553822.1 |
 AH6622|---------------------------------------------------------------------|
 AH6622
 AH6622                          SUPERSEDED SURVEY CONTROL
 AH6622
 AH6622  ELLIP H (01/12/99)  233.23   (m)                       GP(       ) 4 2
 AH6622
 AH6622.Superseded values are not recommended for survey control.
 AH6622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6622.See file dsdata.txt to determine how the superseded data were derived.
 AH6622
 AH6622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5479021743(NAD 83)
 AH6622_MARKER: A = ALUMINUM MARKER
 AH6622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6622_STAMPING: 129 1998
 AH6622_MARK LOGO: OH-023
 AH6622_PROJECTION: FLUSH
 AH6622_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6622+STABILITY: SURFACE MOTION
 AH6622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6622+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6622
 AH6622  HISTORY     - Date     Condition        Report By
 AH6622  HISTORY     - 1998     MONUMENTED       OH-023
 AH6622
 AH6622                          STATION DESCRIPTION
 AH6622
 AH6622'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6622'RECOVERED BY BLAIR ELLISON OF THE SCHNEIDER CORPORATION FOR CLARK
 AH6622'COUNTY OHIO.  THE STATION IS ONE MILE NORTH OF CRYSTAL LAKES, OHIO AND
 AH6622'2 MILES (3.2 KM) SOUTH OF NEW CARLISLE INDIANA.  TO REACH THE STATION
 AH6622'FROM THE INTERSECTION OF U.S.40 WITH SR235 GO EAST ON U.S. 40 ABOUT
 AH6622'ONE MILE TO ITS INTERSECTION WITH LAKE ROAD (ASPHALT) , TURN RIGHT
 AH6622'(SOUTH) GO ABOUT 0.2 MILE (0.3 KM) TO THE STATION ON LEFT.  THE
 AH6622'STATION IS AN ALUMINUM DISK IN ROUND CONCRETE SETTING FLUSH WITH
 AH6622'GROUND, JUST EAST OF PAVEMENT THE STATION IS 3.14 M (10.30 FT) SOUTH
 AH6622'OF A MAGNAIL SET 300 MM UP ON TELEPHONE POLE, 6.26 M (20.54 FT) EAST
 AH6622'OF A MAGNAIL SET IN CENTERLINE OF LAKE ROAD, 17.15 M (56.27 FT)
 AH6622'NORTHEAST OF A MAGNAIL SET 500 MM UP ON EAST SIDE POWER POLE, ABOUT
 AH6622'100 M (328.1 FT) NORTH OF HIGH TENSION POWER TRANMISSION LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1795 ***********************************************************************
 JY1795  DESIGNATION -  CLARK 13
 JY1795  PID         -  JY1795
 JY1795  STATE/COUNTY-  OH/CLARK
 JY1795  USGS QUAD   -  DONNELSVILLE (1983)
 JY1795
 JY1795                         *CURRENT SURVEY CONTROL
 JY1795  ___________________________________________________________________
 JY1795* NAD 83(1995)-  39 57 44.30231(N)    083 56 47.00890(W)     ADJUSTED  
 JY1795* NAVD 88     -       319.3    (meters)    1048.     (feet)  GPS OBS   
 JY1795  ___________________________________________________________________
 JY1795  X           -     516,286.471 (meters)                     COMP
 JY1795  Y           -  -4,868,316.389 (meters)                     COMP
 JY1795  Z           -   4,074,962.252 (meters)                     COMP
 JY1795  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 JY1795  ELLIP HEIGHT-         286.00  (meters)          (10/07/05) GPS OBS
 JY1795  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JY1795
 JY1795  HORZ ORDER  -  FIRST
 JY1795  ELLP ORDER  -  FOURTH    CLASS I
 JY1795
 JY1795.The horizontal coordinates were established by GPS observations
 JY1795.and adjusted by the National Geodetic Survey in April 1998..
 JY1795
 JY1795.The orthometric height was determined by GPS observations and a
 JY1795.high-resolution geoid model.
 JY1795
 JY1795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1795
 JY1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1795
 JY1795.The ellipsoidal height was determined by GPS observations
 JY1795.and is referenced to NAD 83.
 JY1795
 JY1795.The geoid height was determined by GEOID03.
 JY1795
 JY1795;                    North         East     Units Scale Factor Converg.
 JY1795;SPC OH S     -   218,837.374   476,426.102   MT  0.99998672   -0 55 03.9
 JY1795;UTM  17      - 4,427,731.643   248,339.060   MT  1.00037975   -1 53 36.3
 JY1795;UTM  16      - 4,428,039.953   760,820.223   MT  1.00043755   +1 57 44.6
 JY1795
 JY1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1795!SPC OH S     -   0.99995513  x   0.99998672  =   0.99994186
 JY1795!UTM  17      -   0.99995513  x   1.00037975  =   1.00033487
 JY1795!UTM  16      -   0.99995513  x   1.00043755  =   1.00039267
 JY1795
 JY1795                          SUPERSEDED SURVEY CONTROL
 JY1795
 JY1795  ELLIP H (04/01/98)  286.07   (m)                       GP(       ) 4 1
 JY1795  NAD 83(1986)-  39 57 44.30920(N)    083 56 47.01322(W) AD(       ) 1
 JY1795
 JY1795.Superseded values are not recommended for survey control.
 JY1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1795.See file dsdata.txt to determine how the superseded data were derived.
 JY1795
 JY1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4833927732(NAD 83)
 JY1795_MARKER: DD = SURVEY DISK
 JY1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1795_SP_SET: CONCRETE POST
 JY1795_STAMPING: 13 1993
 JY1795_MARK LOGO: OH-023
 JY1795_PROJECTION: FLUSH
 JY1795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1795+STABILITY: SURFACE MOTION
 JY1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1795+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1795
 JY1795  HISTORY     - Date     Condition        Report By
 JY1795  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1795  HISTORY     - 19980811 GOOD             SCHC
 JY1795
 JY1795                          STATION DESCRIPTION
 JY1795
 JY1795'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1795'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PIKE TOWNSHIP ABOUT
 JY1795'1.8 MILES SOUTH OF THE VILLAGE OF NORTH HAMPTON.
 JY1795'TO REACH THE STATION FROM THE INTERSECTION OF TROY ROAD (STATE ROUTE
 JY1795'41) AND DIALTON ROAD IN NORTH HAMPTON, PROCEED EAST ALONG TROY ROAD
 JY1795'(STATE ROUTE 41) 0.3 MILES TO ITS INTERSECTION WITH NORTH HAMPTON
 JY1795'ROAD. TURN RIGHT AND PROCEED SOUTH ALONG NORTH HAMPTON ROAD 2.0 MILES
 JY1795'TO ITS INTERSECTION WITH DETRICK-JORDAN PIKE.  TURN LEFT AND PROCEED
 JY1795'EAST ALONG DETRICK-JORDAN PIKE 0.2 MILES TO THE STATION ON THE LEFT
 JY1795'NEAR RESIDENCE NUMBER 7436.
 JY1795'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1795'FLUSH WITH THE GROUND AND STAMPED 13 1993
 JY1795'THE STATION IS 28.37 FEET NORTH FROM A PK NAIL IN THE CENTERLINE OF
 JY1795'DETRICK-JORDAN PIKE, 44.25 FEET WEST FROM A TELEPHONE BOX, AND 50.6
 JY1795'FEET NORTHEAST FROM A 36 INCH TREE.
 JY1795
 JY1795                          STATION RECOVERY (1998)
 JY1795
 JY1795'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 1998 (JMK)
 JY1795'RECOVERED BY CHARLIE THOMAS WITH THE SCHNEIDER CORPORATION FOR CLARK
 JY1795'COUNTY, OHIO.  TO REACH THE STATION FROM US 40 IN DONNELSVILLE GO
 JY1795'ABOUT 3 MILES (4.8 KM) NORTH ON HAMPTON ROAD FROM ITS INTERSECTION
 JY1795'WITH US 40 TO DETRICK-JORDAN PIKE TURN RIGHT (EAST) ON DETRICK-JORDAN
 JY1795'PIKE GO 0.2 MILE (0.3 KM) TO THE STATION ON THE LEFT.  CLARK COUNTY,
 JY1795'OHIO ALUMINUM DISK SET IN SQUARE CONCRETE MONUMENT, FLUSH WITH GROUND.
 JY1795'7.5 MILES (12.1 KM) WEST BY NORTHWEST OF SPRINGFIELD.  0.2 OF A MILE
 JY1795'EAST OF HAMPTON ROAD ON THE NORTH SIDE OF DETRICK-JORDAN PIKE.  8.647
 JY1795'METERS (28.369 FT) NORTH OF A PK NAIL IN CENTERLINE DETRICK JORDAN
 JY1795'PIKE.  13.487 METERS (44.249 FT) WEST OF A TELEPHONE PEDESTAL.  15.423
 JY1795'METERS (50.600 FT) NORTH OF A 48 INCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6631 ***********************************************************************
 AH6631  DESIGNATION -  CLARK 133
 AH6631  PID         -  AH6631
 AH6631  STATE/COUNTY-  OH/MIAMI
 AH6631  USGS QUAD   -  NEW CARLISLE (1984)
 AH6631
 AH6631                         *CURRENT SURVEY CONTROL
 AH6631  ___________________________________________________________________
 AH6631* NAD 83(1995)-  39 53 48.75661(N)    084 04 05.88223(W)     ADJUSTED  
 AH6631* NAVD 88     -       283.9    (meters)     931.     (feet)  GPS OBS   
 AH6631  ___________________________________________________________________
 AH6631  X           -     506,406.011 (meters)                     COMP
 AH6631  Y           -  -4,874,015.128 (meters)                     COMP
 AH6631  Z           -   4,069,368.470 (meters)                     COMP
 AH6631  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AH6631  ELLIP HEIGHT-         250.75  (meters)          (10/07/05) GPS OBS
 AH6631  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AH6631
 AH6631  HORZ ORDER  -  FIRST
 AH6631  ELLP ORDER  -  FOURTH    CLASS II
 AH6631
 AH6631.The horizontal coordinates were established by GPS observations
 AH6631.and adjusted by the National Geodetic Survey in January 1999..
 AH6631
 AH6631.The orthometric height was determined by GPS observations and a
 AH6631.high-resolution geoid model.
 AH6631
 AH6631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6631
 AH6631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6631
 AH6631.The ellipsoidal height was determined by GPS observations
 AH6631.and is referenced to NAD 83.
 AH6631
 AH6631.The geoid height was determined by GEOID03.
 AH6631
 AH6631;                    North         East     Units Scale Factor Converg.
 AH6631;SPC OH S     -   211,747.635   465,885.501   MT  0.99997585   -0 59 42.4
 AH6631;UTM  16      - 4,420,426.635   750,644.617   MT  1.00037348   +1 52 53.0
 AH6631;UTM  17      - 4,420,819.279   237,674.756   MT  1.00044726   -1 58 09.0
 AH6631
 AH6631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6631!SPC OH S     -   0.99996066  x   0.99997585  =   0.99993651
 AH6631!UTM  16      -   0.99996066  x   1.00037348  =   1.00033413
 AH6631!UTM  17      -   0.99996066  x   1.00044726  =   1.00040791
 AH6631
 AH6631:                Primary Azimuth Mark                     Grid Az
 AH6631:SPC OH S     -  CLARK 138                                165 50 12.7
 AH6631:UTM  16      -  CLARK 138                                162 57 37.3
 AH6631:UTM  17      -  CLARK 138                                166 48 39.3
 AH6631
 AH6631|---------------------------------------------------------------------|
 AH6631| PID    Reference Object                     Distance      Geod. Az  |
 AH6631|                                                           dddmmss.s |
 AH6631| AH6625 CLARK 138                           APPROX. 1.6 KM 1645030.3 |
 AH6631|---------------------------------------------------------------------|
 AH6631
 AH6631                          SUPERSEDED SURVEY CONTROL
 AH6631
 AH6631  ELLIP H (01/12/99)  250.81   (m)                       GP(       ) 4 2
 AH6631
 AH6631.Superseded values are not recommended for survey control.
 AH6631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6631.See file dsdata.txt to determine how the superseded data were derived.
 AH6631
 AH6631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5064520427(NAD 83)
 AH6631_MARKER: A = ALUMINUM MARKER
 AH6631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6631_STAMPING: 133 1998
 AH6631_MARK LOGO: OH-023
 AH6631_PROJECTION: FLUSH
 AH6631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6631+STABILITY: SURFACE MOTION
 AH6631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6631+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6631
 AH6631  HISTORY     - Date     Condition        Report By
 AH6631  HISTORY     - 1998     MONUMENTED       OH-023
 AH6631
 AH6631                          STATION DESCRIPTION
 AH6631
 AH6631'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6631'ALUMINUM DISC SET IN CONCRETE (ROUND) , RECOVERED BY CHARLIE THOMAS
 AH6631'WITH THE SCHNEIDER CORPORATION FOR CLARK COUNTY, OHIO.  TO REACH THE
 AH6631'STATION FROM THE INTERSECTION OF US 40 AND SR 235 GO WEST ON US 40 1.7
 AH6631'MILES (2.7 KM) TO ITS INTERSECTION WITH PALMER ROAD TURN LEFT (SOUTH)
 AH6631'GO 0.6 MILES (1.0 KM) TO THE GRAVEL ENTRANCE TO A CONCRETE FACILITY
 AH6631'AND THE STATION ON THE LEFT.  4 MILES (6.4 KM) SOUTH BY SOUTHWEST OF
 AH6631'NEW CARLISLE, OHIO.  0.6 MILE (1.0 KM) SOUTH OF SR 40 ON EAST SIDE OF
 AH6631'PALMER ROAD.  3.98 M (13.06 FT) EAST OF A MAG NAIL IN EAST EDGE OF
 AH6631'PAVEMENT OF PALMER ROAD, 9.10 M (29.86 FT) SOUTH OF A MAG NAIL IN
 AH6631'SOUTH EDGE OF PAVEMENT OF ENTRANCE TO CONCRETE PLANT, 14.60 M (47.90
 AH6631'FT) EAST BY SOUTHEAST OF A MAG NAIL IN SOUTH SIDE OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6623 ***********************************************************************
 AH6623  DESIGNATION -  CLARK 134
 AH6623  PID         -  AH6623
 AH6623  STATE/COUNTY-  OH/CLARK
 AH6623  USGS QUAD   -  NEW CARLISLE (1984)
 AH6623
 AH6623                         *CURRENT SURVEY CONTROL
 AH6623  ___________________________________________________________________
 AH6623* NAD 83(1995)-  39 53 37.72236(N)    084 00 40.76600(W)     ADJUSTED  
 AH6623* NAVD 88     -       262.1    (meters)     860.     (feet)  GPS OBS   
 AH6623  ___________________________________________________________________
 AH6623  X           -     511,273.655 (meters)                     COMP
 AH6623  Y           -  -4,873,709.509 (meters)                     COMP
 AH6623  Z           -   4,069,093.306 (meters)                     COMP
 AH6623  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AH6623  ELLIP HEIGHT-         228.84  (meters)          (10/07/05) GPS OBS
 AH6623  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 AH6623
 AH6623  HORZ ORDER  -  FIRST
 AH6623  ELLP ORDER  -  FOURTH    CLASS II
 AH6623
 AH6623.The horizontal coordinates were established by GPS observations
 AH6623.and adjusted by the National Geodetic Survey in January 1999..
 AH6623
 AH6623.The orthometric height was determined by GPS observations and a
 AH6623.high-resolution geoid model.
 AH6623
 AH6623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6623
 AH6623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6623
 AH6623.The ellipsoidal height was determined by GPS observations
 AH6623.and is referenced to NAD 83.
 AH6623
 AH6623.The geoid height was determined by GEOID03.
 AH6623
 AH6623;                    North         East     Units Scale Factor Converg.
 AH6623;SPC OH S     -   211,324.280   470,751.753   MT  0.99997538   -0 57 32.3
 AH6623;UTM  16      - 4,420,247.960   755,527.999   MT  1.00040392   +1 55 04.3
 AH6623;UTM  17      - 4,420,313.057   242,535.327   MT  1.00041615   -1 55 56.7
 AH6623
 AH6623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6623!SPC OH S     -   0.99996410  x   0.99997538  =   0.99993948
 AH6623!UTM  16      -   0.99996410  x   1.00040392  =   1.00036801
 AH6623!UTM  17      -   0.99996410  x   1.00041615  =   1.00038024
 AH6623
 AH6623:                Primary Azimuth Mark                     Grid Az
 AH6623:SPC OH S     -  CLARK 129                                336 36 13.0
 AH6623:UTM  16      -  CLARK 129                                333 43 36.4
 AH6623:UTM  17      -  CLARK 129                                337 34 37.4
 AH6623
 AH6623|---------------------------------------------------------------------|
 AH6623| PID    Reference Object                     Distance      Geod. Az  |
 AH6623|                                                           dddmmss.s |
 AH6623| AH6622 CLARK 129                           APPROX. 1.7 KM 3353840.7 |
 AH6623|---------------------------------------------------------------------|
 AH6623
 AH6623                          SUPERSEDED SURVEY CONTROL
 AH6623
 AH6623  ELLIP H (01/12/99)  228.92   (m)                       GP(       ) 4 2
 AH6623
 AH6623.Superseded values are not recommended for survey control.
 AH6623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6623.See file dsdata.txt to determine how the superseded data were derived.
 AH6623
 AH6623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5552820248(NAD 83)
 AH6623_MARKER: A = ALUMINUM MARKER
 AH6623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6623_STAMPING: 134 1998
 AH6623_MARK LOGO: OH-023
 AH6623_PROJECTION: FLUSH
 AH6623_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6623+STABILITY: SURFACE MOTION
 AH6623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6623+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6623
 AH6623  HISTORY     - Date     Condition        Report By
 AH6623  HISTORY     - 1998     MONUMENTED       OH-023
 AH6623
 AH6623                          STATION DESCRIPTION
 AH6623
 AH6623'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6623'RECOVERED BY CHARLIE THOMAS OF THE SCHNEIDER CORPORATION FOR CLARK
 AH6623'COUNTY, OHIO.  3.5 MILES (5.6 KM) SOUTH BY SOUTHEAST OF NEW CARLISLE,
 AH6623'OHIO.  ON WEST SIDE OF MEDWAY - CARLISLE ROAD 0.4 MILES (0.6 KM) SOUTH
 AH6623'OF UNION ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.40
 AH6623'AND SR 235 GO EAST ON US 40 ABOUT 1.5 MILES (2.4 KM) TO MEDWAY-
 AH6623'CARLISLE ROAD, TURN RIGHT (SOUTH) GO 0.8 MILES (1.3 KM) TO UNION ROAD,
 AH6623'CONTINUE 0.4 MILES (0.6 KM) TO THE STATION ON THE RIGHT. THE MARK IS
 AH6623'AN ALUMINUM DISK IN ROUND CONCRETE SETTING FLUSH WITH GROUND.  1.79
 AH6623'METERS (5.87 FT) WEST OF THE EDGE OF PAVEMENT OF NEW CARLISLE ROAD,
 AH6623'48.39 METERS (158.76 FT) NORTH OF A PK IN THE EAST SIDE POWER POLE,
 AH6623'49.14 M (161.22 FT) NORTHEAST OF A PK IN EAST SIDE OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6628 ***********************************************************************
 AH6628  DESIGNATION -  CLARK 136
 AH6628  PID         -  AH6628
 AH6628  STATE/COUNTY-  OH/CLARK
 AH6628  USGS QUAD   -  DONNELSVILLE (1983)
 AH6628
 AH6628                         *CURRENT SURVEY CONTROL
 AH6628  ___________________________________________________________________
 AH6628* NAD 83(1995)-  39 53 14.50726(N)    083 56 09.33898(W)     ADJUSTED  
 AH6628* NAVD 88     -       264.8    (meters)     869.     (feet)  GPS OBS   
 AH6628  ___________________________________________________________________
 AH6628  X           -     517,735.326 (meters)                     COMP
 AH6628  Y           -  -4,873,491.167 (meters)                     COMP
 AH6628  Z           -   4,068,545.620 (meters)                     COMP
 AH6628  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AH6628  ELLIP HEIGHT-         231.50  (meters)          (10/07/05) GPS OBS
 AH6628  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 AH6628
 AH6628  HORZ ORDER  -  FIRST
 AH6628  ELLP ORDER  -  FOURTH    CLASS II
 AH6628
 AH6628.The horizontal coordinates were established by GPS observations
 AH6628.and adjusted by the National Geodetic Survey in January 1999..
 AH6628
 AH6628.The orthometric height was determined by GPS observations and a
 AH6628.high-resolution geoid model.
 AH6628
 AH6628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6628
 AH6628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6628
 AH6628.The ellipsoidal height was determined by GPS observations
 AH6628.and is referenced to NAD 83.
 AH6628
 AH6628.The geoid height was determined by GEOID03.
 AH6628
 AH6628;                    North         East     Units Scale Factor Converg.
 AH6628;SPC OH S     -   210,503.153   477,187.701   MT  0.99997438   -0 54 40.0
 AH6628;UTM  17      - 4,419,382.362   248,959.106   MT  1.00037593   -1 53 01.4
 AH6628;UTM  16      - 4,419,750.678   761,999.958   MT  1.00044516   +1 57 57.8
 AH6628
 AH6628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6628!SPC OH S     -   0.99996368  x   0.99997438  =   0.99993806
 AH6628!UTM  17      -   0.99996368  x   1.00037593  =   1.00033960
 AH6628!UTM  16      -   0.99996368  x   1.00044516  =   1.00040883
 AH6628
 AH6628                          SUPERSEDED SURVEY CONTROL
 AH6628
 AH6628  ELLIP H (01/12/99)  231.59   (m)                       GP(       ) 4 2
 AH6628
 AH6628.Superseded values are not recommended for survey control.
 AH6628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6628.See file dsdata.txt to determine how the superseded data were derived.
 AH6628
 AH6628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4895919382(NAD 83)
 AH6628_MARKER: A = ALUMINUM MARKER
 AH6628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6628_MARK LOGO: OH-023
 AH6628_PROJECTION: FLUSH
 AH6628_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6628+STABILITY: SURFACE MOTION
 AH6628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6628+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6628
 AH6628  HISTORY     - Date     Condition        Report By
 AH6628  HISTORY     - 1998     MONUMENTED       OH-023
 AH6628
 AH6628                          STATION DESCRIPTION
 AH6628
 AH6628'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6628'ALUMINUM DISK IN ROUND CONCRETE MONUMENT, WITH METAL MONUMENT BOX OVER
 AH6628'IT, 0.5 FOOT (15.2 CM) BELOW PAVEMENT.  RECOVERED BY CHARLIE THOMAS
 AH6628'WITH THE SCHNEIDER CORPORATION.  LOCATED IN CLARK COUNTY, OHIO 6.5
 AH6628'MILES (10.5 KM) WEST BY SOUTHWEST OF SRPINGFIELD OHIO.  LOCATED 35
 AH6628'FEET (10.7 M) SOUTH OF THE CENTERLINE OF THE WEST END OF THE RAMP TO
 AH6628'I-70 EASTBOUND FROM ENON ROAD IN CENTERLINE OF ENON ROAD.  10.6 M
 AH6628'(34.8 FT) SOUTHWEST OF A METAL SIGN POST, 22.70 M (74.47 FT) SOUTHEAST
 AH6628'OF THE WEST METAL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6625 ***********************************************************************
 AH6625  DESIGNATION -  CLARK 138
 AH6625  PID         -  AH6625
 AH6625  STATE/COUNTY-  OH/MIAMI
 AH6625  USGS QUAD   -  NEW CARLISLE (1984)
 AH6625
 AH6625                         *CURRENT SURVEY CONTROL
 AH6625  ___________________________________________________________________
 AH6625* NAD 83(1995)-  39 52 59.15197(N)    084 03 48.43882(W)     ADJUSTED  
 AH6625* NAVD 88     -       272.7    (meters)     895.     (feet)  GPS OBS   
 AH6625  ___________________________________________________________________
 AH6625  X           -     506,918.786 (meters)                     COMP
 AH6625  Y           -  -4,874,939.646 (meters)                     COMP
 AH6625  Z           -   4,068,187.340 (meters)                     COMP
 AH6625  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AH6625  ELLIP HEIGHT-         239.51  (meters)          (10/07/05) GPS OBS
 AH6625  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AH6625
 AH6625  HORZ ORDER  -  FIRST
 AH6625  ELLP ORDER  -  FOURTH    CLASS II
 AH6625
 AH6625.The horizontal coordinates were established by GPS observations
 AH6625.and adjusted by the National Geodetic Survey in January 1999..
 AH6625
 AH6625.The orthometric height was determined by GPS observations and a
 AH6625.high-resolution geoid model.
 AH6625
 AH6625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6625
 AH6625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6625
 AH6625.The ellipsoidal height was determined by GPS observations
 AH6625.and is referenced to NAD 83.
 AH6625
 AH6625.The geoid height was determined by GEOID03.
 AH6625
 AH6625;                    North         East     Units Scale Factor Converg.
 AH6625;SPC OH S     -   210,210.792   466,273.329   MT  0.99997373   -0 59 31.4
 AH6625;UTM  16      - 4,418,910.583   751,109.260   MT  1.00037635   +1 53 02.3
 AH6625;UTM  17      - 4,419,275.341   238,036.582   MT  1.00044493   -1 57 55.7
 AH6625
 AH6625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6625!SPC OH S     -   0.99996243  x   0.99997373  =   0.99993616
 AH6625!UTM  16      -   0.99996243  x   1.00037635  =   1.00033876
 AH6625!UTM  17      -   0.99996243  x   1.00044493  =   1.00040734
 AH6625
 AH6625:                Primary Azimuth Mark                     Grid Az
 AH6625:SPC OH S     -  CLARK 133                                345 50 12.9
 AH6625:UTM  16      -  CLARK 133                                342 57 39.2
 AH6625:UTM  17      -  CLARK 133                                346 48 37.2
 AH6625
 AH6625|---------------------------------------------------------------------|
 AH6625| PID    Reference Object                     Distance      Geod. Az  |
 AH6625|                                                           dddmmss.s |
 AH6625| AH6631 CLARK 133                           APPROX. 1.6 KM 3445041.5 |
 AH6625|---------------------------------------------------------------------|
 AH6625
 AH6625                          SUPERSEDED SURVEY CONTROL
 AH6625
 AH6625  ELLIP H (01/12/99)  239.58   (m)                       GP(       ) 4 2
 AH6625
 AH6625.Superseded values are not recommended for survey control.
 AH6625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6625.See file dsdata.txt to determine how the superseded data were derived.
 AH6625
 AH6625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5110918911(NAD 83)
 AH6625_MARKER: A = ALUMINUM MARKER
 AH6625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6625_STAMPING: 138 1998
 AH6625_MARK LOGO: OH-023
 AH6625_PROJECTION: FLUSH
 AH6625_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6625+STABILITY: SURFACE MOTION
 AH6625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6625+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6625
 AH6625  HISTORY     - Date     Condition        Report By
 AH6625  HISTORY     - 1998     MONUMENTED       OH-023
 AH6625
 AH6625                          STATION DESCRIPTION
 AH6625
 AH6625'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6625'RECOVERY BY JUSTIN GILES OF THE SCHNEIDER CORPROATION, FOR CLARK
 AH6625'COUNTY.  THE MARK IS APPROXIMATELY ONE MILE WEST OF CRYSTAL LAKES, 0.6
 AH6625'MILES (1.0 KM) WEST OF MIAMI, CLARK COUNTY LINE AND 2.4 MILES (3.9 KM)
 AH6625'SOUTH OF US 40.  FROM THE INTERSECTION OF US 40 AND 235 GO SOUTH ON
 AH6625'235, 0.8 MILES (1.3 KM) TO BELLEFONTAINE AND TURN RIGHT (SOUTHWEST) ON
 AH6625'BELLEFONTAINE AND GO 1.6 MILES, (2.6 KM) AND THE MARK WILL BE ON THE
 AH6625'LEFT (EAST) .  THE MARK IS AN ALUMINUM DISK IN ROUND CONCRETE SETTING
 AH6625'SET FLUSH WITH GROUND.  31.95 METERS (104.82 FT) NORTHEAST OF A
 AH6625'MAGNAIL SET 0.5 METERS (1.6 FT) UP ON EAST FACE OF POWER POLE
 AH6625'NO.19853.  21.60 METERS (70.87 FT) SOUTH OF SOUTHERN MOST CORNER OF
 AH6625'HEADWALL OVER 2 METER (6.6 FT) WIDE CONCRETE PIPE ON EAST SIDE OF
 AH6625'BELLEFONTAINE 15.38 METERS (50.46 FT) SOUTHEAST OF SOUTHERN MOST
 AH6625'CORNER OF HEADWALL OVER 2 METERS (6.6 FT) WIDE CONCRETE PIPE ON WEST
 AH6625'SIDE OF BELLEFONTAINE, 1.90 METERS (6.23 FT) OFF EAST EDGE OF PAVEMENT
 AH6625'OF BELLEFONTAINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1796 ***********************************************************************
 JY1796  DESIGNATION -  CLARK 14
 JY1796  PID         -  JY1796
 JY1796  STATE/COUNTY-  OH/CLARK
 JY1796  USGS QUAD   -  DONNELSVILLE (1983)
 JY1796
 JY1796                         *CURRENT SURVEY CONTROL
 JY1796  ___________________________________________________________________
 JY1796* NAD 83(1995)-  39 55 59.15074(N)    083 57 21.87468(W)     ADJUSTED  
 JY1796* NAVD 88     -       301.5    (meters)     989.     (feet)  GPS OBS   
 JY1796  ___________________________________________________________________
 JY1796  X           -     515,681.381 (meters)                     COMP
 JY1796  Y           -  -4,870,460.918 (meters)                     COMP
 JY1796  Z           -   4,072,464.405 (meters)                     COMP
 JY1796  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 JY1796  ELLIP HEIGHT-         268.19  (meters)          (10/07/05) GPS OBS
 JY1796  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JY1796
 JY1796  HORZ ORDER  -  FIRST
 JY1796  ELLP ORDER  -  FOURTH    CLASS I
 JY1796
 JY1796.The horizontal coordinates were established by GPS observations
 JY1796.and adjusted by the National Geodetic Survey in April 1998..
 JY1796
 JY1796.The orthometric height was determined by GPS observations and a
 JY1796.high-resolution geoid model.
 JY1796
 JY1796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1796
 JY1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1796
 JY1796.The ellipsoidal height was determined by GPS observations
 JY1796.and is referenced to NAD 83.
 JY1796
 JY1796.The geoid height was determined by GEOID03.
 JY1796
 JY1796;                    North         East     Units Scale Factor Converg.
 JY1796;SPC OH S     -   215,607.990   475,546.437   MT  0.99998171   -0 55 26.1
 JY1796;UTM  17      - 4,424,516.416   247,404.192   MT  1.00038556   -1 53 54.5
 JY1796;UTM  16      - 4,424,768.980   760,103.577   MT  1.00043296   +1 57 17.9
 JY1796
 JY1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1796!SPC OH S     -   0.99995793  x   0.99998171  =   0.99993964
 JY1796!UTM  17      -   0.99995793  x   1.00038556  =   1.00034347
 JY1796!UTM  16      -   0.99995793  x   1.00043296  =   1.00039087
 JY1796
 JY1796                          SUPERSEDED SURVEY CONTROL
 JY1796
 JY1796  ELLIP H (04/01/98)  268.26   (m)                       GP(       ) 4 1
 JY1796  NAD 83(1986)-  39 55 59.15735(N)    083 57 21.88034(W) AD(       ) 1
 JY1796
 JY1796.Superseded values are not recommended for survey control.
 JY1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1796.See file dsdata.txt to determine how the superseded data were derived.
 JY1796
 JY1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4740424516(NAD 83)
 JY1796_MARKER: DD = SURVEY DISK
 JY1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1796_SP_SET: CONCRETE POST
 JY1796_STAMPING: 14 1993
 JY1796_MARK LOGO: OH-023
 JY1796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1796+STABILITY: SURFACE MOTION
 JY1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1796+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1796
 JY1796  HISTORY     - Date     Condition        Report By
 JY1796  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1796
 JY1796                          STATION DESCRIPTION
 JY1796
 JY1796'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1796'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN BETHEL TOWNSHIP ABOUT
 JY1796'3.5 MILES SOUTHEAST OF THE CITY OF NEW CARLISLE.
 JY1796'TO REACH THE STATION FROM THE INTERSECTION OF NORTH DAYTON-LAKEVIEW
 JY1796'(STATE ROUTE 235) AND  NEW CARLISLE PIKE IN NEW CARLISLE, PROCEED
 JY1796'EAST ALONG NEW CARLISLE 3.6 MILES TO ITS INTERSECTION WITH FREE ROAD.
 JY1796'TURN RIGHT AND PROCEED SOUTH ALONG FREE ROAD 0.5 MILES TO A RIGHT
 JY1796'ANGLE TURN.  CONTINUE EAST ALONG FREE ROAD 0.1 MILES TO RESIDENCE
 JY1796'NUMBER 915 AND THE STATION ON THE RIGHT.
 JY1796'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1796'FLUSH WITH THE GROUND AND STAMPED 14 1993.
 JY1796'THE STATION IS 16.35 FEET SOUTH FROM A NAIL IN THE CENTERLINE OF FREE
 JY1796'ROAD, 59.75 FEET WEST FROM A PK IN POWER POLE, AND 61.0 FEET EAST
 JY1796'FROM THE CENTERLINE OF THE GRAVEL DRIVEWAY TO HOUSE NUMBER 915.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6630 ***********************************************************************
 AH6630  DESIGNATION -  CLARK 140
 AH6630  PID         -  AH6630
 AH6630  STATE/COUNTY-  OH/CLARK
 AH6630  USGS QUAD   -  YELLOW SPRINGS (1992)
 AH6630
 AH6630                         *CURRENT SURVEY CONTROL
 AH6630  ___________________________________________________________________
 AH6630* NAD 83(1995)-  39 52 30.06309(N)    083 57 56.63233(W)     ADJUSTED  
 AH6630* NAVD 88     -       260.0    (meters)     853.     (feet)  GPS OBS   
 AH6630  ___________________________________________________________________
 AH6630  X           -     515,292.213 (meters)                     COMP
 AH6630  Y           -  -4,874,630.270 (meters)                     COMP
 AH6630  Z           -   4,067,490.634 (meters)                     COMP
 AH6630  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AH6630  ELLIP HEIGHT-         226.73  (meters)          (10/07/05) GPS OBS
 AH6630  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AH6630
 AH6630  HORZ ORDER  -  FIRST
 AH6630  ELLP ORDER  -  FOURTH    CLASS II
 AH6630
 AH6630.The horizontal coordinates were established by GPS observations
 AH6630.and adjusted by the National Geodetic Survey in January 1999..
 AH6630
 AH6630.The orthometric height was determined by GPS observations and a
 AH6630.high-resolution geoid model.
 AH6630
 AH6630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6630
 AH6630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6630
 AH6630.The ellipsoidal height was determined by GPS observations
 AH6630.and is referenced to NAD 83.
 AH6630
 AH6630.The geoid height was determined by GEOID03.
 AH6630
 AH6630;                    North         East     Units Scale Factor Converg.
 AH6630;SPC OH S     -   209,173.565   474,616.616   MT  0.99997251   -0 55 48.1
 AH6630;UTM  17      - 4,418,096.074   246,364.761   MT  1.00039205   -1 54 08.6
 AH6630;UTM  16      - 4,418,293.050   759,497.684   MT  1.00042909   +1 56 47.0
 AH6630
 AH6630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6630!SPC OH S     -   0.99996443  x   0.99997251  =   0.99993694
 AH6630!UTM  17      -   0.99996443  x   1.00039205  =   1.00035647
 AH6630!UTM  16      -   0.99996443  x   1.00042909  =   1.00039351
 AH6630
 AH6630                          SUPERSEDED SURVEY CONTROL
 AH6630
 AH6630  ELLIP H (01/12/99)  226.81   (m)                       GP(       ) 4 2
 AH6630
 AH6630.Superseded values are not recommended for survey control.
 AH6630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6630.See file dsdata.txt to determine how the superseded data were derived.
 AH6630
 AH6630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4636518096(NAD 83)
 AH6630_MARKER: A = ALUMINUM MARKER
 AH6630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6630_STAMPING: 140 1998
 AH6630_MARK LOGO: OH-023
 AH6630_PROJECTION: FLUSH
 AH6630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6630+STABILITY: SURFACE MOTION
 AH6630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6630+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6630
 AH6630  HISTORY     - Date     Condition        Report By
 AH6630  HISTORY     - 1998     MONUMENTED       OH-023
 AH6630
 AH6630                          STATION DESCRIPTION
 AH6630
 AH6630'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6630'REVOVERY BY BLAIR ELLISON OF THE SCHNEIDER CORPORATION FOR CLARK
 AH6630'COUNTY, OHIO.  THE STATION IS LOCATED 1.5 MILES (2.4 KM) WEST OF ENON,
 AH6630'OHIO NEAR SNIDER ROAD OVERPASS OF I-70, 1.5 MILES (2.4 KM) EAST OF
 AH6630'I-675 AND I-70 INTERCHANGE TO REACH THE STATION FROM SAID INTERCHANGE
 AH6630'GO SOUTH ON I675 1.2 MILES (1.9 KM) TO SR 444 (DAYTON, SPRINGFIELD
 AH6630'ROAD) TURN LEFT (EAST) ON SR 444, GO 2 MILES (3.2 KM) TO SNIDER ROAD,
 AH6630'TURN LEFT (NORTH) GO 0.9 MILE (1.4 KM) TO A GRAVEL ROAD AND THE
 AH6630'STATION ON THE LEFT.  THE STATION IS AN ALUMINUM DISK IN A ROUND
 AH6630'CONCRETE SETTING, FLUSH WITH THE GROUND.  THE MARK IS 14.95 M (49.05
 AH6630'FT) WEST OF A MAG NAIL IN CENTERLINE SNIDER ROAD, 9.45 M (31.00 FT)
 AH6630'EAST OF THE CENTERLINE OF A GRAVEL DRIVE, 13.68 M (44.88 FT) NORTH OF
 AH6630'A MAGNAIL IN A POWER POLE.  AND 42.7 M (140.1 FT) SOUTHWEST OF THE
 AH6630'SOUTHWEST CORNER OF THE END GUARD RAIL POST ON THE SOUTH SIDE OF THE
 AH6630'SNIDER ROAD OVERPASS OF I-70
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6626 ***********************************************************************
 AH6626  DESIGNATION -  CLARK 149
 AH6626  PID         -  AH6626
 AH6626  STATE/COUNTY-  OH/MONTGOMERY
 AH6626  USGS QUAD   -  FAIRBORN (1992)
 AH6626
 AH6626                         *CURRENT SURVEY CONTROL
 AH6626  ___________________________________________________________________
 AH6626* NAD 83(1995)-  39 51 19.61764(N)    084 03 36.27814(W)     ADJUSTED  
 AH6626* NAVD 88     -       253.0    (meters)     830.     (feet)  GPS OBS   
 AH6626  ___________________________________________________________________
 AH6626  X           -     507,408.288 (meters)                     COMP
 AH6626  Y           -  -4,876,852.133 (meters)                     COMP
 AH6626  Z           -   4,065,818.492 (meters)                     COMP
 AH6626  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AH6626  ELLIP HEIGHT-         219.83  (meters)          (10/07/05) GPS OBS
 AH6626  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 AH6626
 AH6626  HORZ ORDER  -  FIRST
 AH6626  ELLP ORDER  -  FOURTH    CLASS II
 AH6626
 AH6626.The horizontal coordinates were established by GPS observations
 AH6626.and adjusted by the National Geodetic Survey in January 1999..
 AH6626
 AH6626.The orthometric height was determined by GPS observations and a
 AH6626.high-resolution geoid model.
 AH6626
 AH6626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6626
 AH6626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6626
 AH6626.The ellipsoidal height was determined by GPS observations
 AH6626.and is referenced to NAD 83.
 AH6626
 AH6626.The geoid height was determined by GEOID03.
 AH6626
 AH6626;                    North         East     Units Scale Factor Converg.
 AH6626;SPC OH S     -   207,136.477   466,509.193   MT  0.99996965   -0 59 23.6
 AH6626;UTM  16      - 4,415,850.729   751,499.209   MT  1.00037877   +1 53 06.2
 AH6626;UTM  17      - 4,416,196.009   238,220.301   MT  1.00044375   -1 57 43.8
 AH6626
 AH6626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6626!SPC OH S     -   0.99996551  x   0.99996965  =   0.99993517
 AH6626!UTM  16      -   0.99996551  x   1.00037877  =   1.00034427
 AH6626!UTM  17      -   0.99996551  x   1.00044375  =   1.00040925
 AH6626
 AH6626                          SUPERSEDED SURVEY CONTROL
 AH6626
 AH6626  ELLIP H (01/12/99)  219.92   (m)                       GP(       ) 4 2
 AH6626
 AH6626.Superseded values are not recommended for survey control.
 AH6626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6626.See file dsdata.txt to determine how the superseded data were derived.
 AH6626
 AH6626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5149915851(NAD 83)
 AH6626_MARKER: A = ALUMINUM MARKER
 AH6626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6626_STAMPING: 149 1998
 AH6626_MARK LOGO: OH-023
 AH6626_PROJECTION: FLUSH
 AH6626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6626+STABILITY: SURFACE MOTION
 AH6626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6626+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6626
 AH6626  HISTORY     - Date     Condition        Report By
 AH6626  HISTORY     - 1998     MONUMENTED       OH-023
 AH6626
 AH6626                          STATION DESCRIPTION
 AH6626
 AH6626'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6626'RECOVERY BY MIKE SHEPPARD OF THE SCHNEIDER CORPORATION FOR CLARK
 AH6626'COUNTY, OHIO.  CLARK 149 IS AN ALUMINUM DISK IN CONCRETE (ROUND)
 AH6626'SETTING IT IS 3.0 METERS (9.8 FT) EAST OF THE EAST EDGE OF PAVEMENT OF
 AH6626'NEW CARLISLE ROAD 0.3 MILES (0.5 KM) NORTHWEST OF ITS INTERSECTION
 AH6626'WITH SR 135.  IT IS NORTH 18 DEGREES WEST (COMPASS) , 15.6 METERS
 AH6626'(51.2 FT) FROM A MAG NAIL PLACE 1 FOOT (0.3 M) UP IN A POWER POLE,
 AH6626'NORTH 1 DEGREE EAST 15.1 METERS (49.5 FT) OF A 35 M.P.H.  SPEED LIMIT
 AH6626'SIGN AND SOUTH 2 DEGREES WEST 17.6 METERS (57.7 FT) FROM THE CENTER OF
 AH6626'A ROUND DRAIN INLET IN CONCRETE UNDER A POWER LINE.  THE STATION IS
 AH6626'2.5 MILES (4.0 KM) FROM CRYSTAL LAKES OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1797 ***********************************************************************
 JY1797  DESIGNATION -  CLARK 15
 JY1797  PID         -  JY1797
 JY1797  STATE/COUNTY-  OH/CLARK
 JY1797  USGS QUAD   -  DONNELSVILLE (1983)
 JY1797
 JY1797                         *CURRENT SURVEY CONTROL
 JY1797  ___________________________________________________________________
 JY1797* NAD 83(1995)-  39 54 09.73747(N)    083 57 12.37984(W)     ADJUSTED  
 JY1797* NAVD 88     -       266.6    (meters)     875.     (feet)  GPS OBS   
 JY1797  ___________________________________________________________________
 JY1797  X           -     516,130.873 (meters)                     COMP
 JY1797  Y           -  -4,872,564.072 (meters)                     COMP
 JY1797  Z           -   4,069,853.762 (meters)                     COMP
 JY1797  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 JY1797  ELLIP HEIGHT-         233.35  (meters)          (10/07/05) GPS OBS
 JY1797  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JY1797
 JY1797  HORZ ORDER  -  FIRST
 JY1797  ELLP ORDER  -  FOURTH    CLASS I
 JY1797
 JY1797.The horizontal coordinates were established by GPS observations
 JY1797.and adjusted by the National Geodetic Survey in April 1998..
 JY1797
 JY1797.The orthometric height was determined by GPS observations and a
 JY1797.high-resolution geoid model.
 JY1797
 JY1797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1797
 JY1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1797
 JY1797.The ellipsoidal height was determined by GPS observations
 JY1797.and is referenced to NAD 83.
 JY1797
 JY1797.The geoid height was determined by GEOID03.
 JY1797
 JY1797;                    North         East     Units Scale Factor Converg.
 JY1797;SPC OH S     -   212,230.285   475,717.532   MT  0.99997677   -0 55 20.0
 JY1797;UTM  17      - 4,421,134.918   247,517.894   MT  1.00038486   -1 53 44.1
 JY1797;UTM  16      - 4,421,402.597   760,444.219   MT  1.00043515   +1 57 19.5
 JY1797
 JY1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1797!SPC OH S     -   0.99996339  x   0.99997677  =   0.99994016
 JY1797!UTM  17      -   0.99996339  x   1.00038486  =   1.00034824
 JY1797!UTM  16      -   0.99996339  x   1.00043515  =   1.00039853
 JY1797
 JY1797:                Primary Azimuth Mark                     Grid Az
 JY1797:SPC OH S     -  CLARK 15 AZ MK                           240 23 53.2
 JY1797:UTM  17      -  CLARK 15 AZ MK                           241 22 17.3
 JY1797:UTM  16      -  CLARK 15 AZ MK                           237 31 13.7
 JY1797
 JY1797|---------------------------------------------------------------------|
 JY1797| PID    Reference Object                     Distance      Geod. Az  |
 JY1797|                                                           dddmmss.s |
 JY1797| JY1798 CLARK 15 AZ MK                      APPROX. 0.6 KM 2392833.2 |
 JY1797|---------------------------------------------------------------------|
 JY1797
 JY1797                          SUPERSEDED SURVEY CONTROL
 JY1797
 JY1797  ELLIP H (04/01/98)  233.45   (m)                       GP(       ) 4 1
 JY1797  NAD 83(1986)-  39 54 09.74431(N)    083 57 12.38534(W) AD(       ) 1
 JY1797
 JY1797.Superseded values are not recommended for survey control.
 JY1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1797.See file dsdata.txt to determine how the superseded data were derived.
 JY1797
 JY1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4751821135(NAD 83)
 JY1797_MARKER: DD = SURVEY DISK
 JY1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1797_SP_SET: CONCRETE POST
 JY1797_STAMPING: 15 1993
 JY1797_MARK LOGO: OH-023
 JY1797_PROJECTION: FLUSH
 JY1797_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1797+STABILITY: SURFACE MOTION
 JY1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1797+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1797
 JY1797  HISTORY     - Date     Condition        Report By
 JY1797  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1797  HISTORY     - 19980811 GOOD             SCHC
 JY1797
 JY1797                          STATION DESCRIPTION
 JY1797
 JY1797'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1797'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN BETHEL TOWNSHIP ABOUT
 JY1797'2.0 MILES NORTHWEST OF THE VILLAGE OF ENON.
 JY1797'TO REACH THE STATION FROM THE INTERSECTION OF DAYTON ROAD AND ENON
 JY1797'ROAD IN THE VILLAGE OF ENON, PROCEED NORTH ALONG ENON ROAD 1.5 MILES
 JY1797'TO ITS INTERSECTION WITH LOWER VALLEY PIKE.  TURN LEFT AND PROCEED
 JY1797'WEST ALONG LOWER VALLEY PIKE 1.5 MILES TO ITS INTERSECTION WITH SOUTH
 JY1797'HAMPTON ROAD.  TURN RIGHT AND PROCEED NORTH APPROXIMATELY 300 FEET TO
 JY1797'THE STATION ON THE RIGHT AT THE EDGE OF A CULTIVATED FIELD.
 JY1797'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1797'FLUSH WITH THE GROUND AND STAMPED 15 1993.
 JY1797'THE STATION IS 17.25 FEET EAST FROM A PK NAIL IN THE CENTERLINE OF
 JY1797'SOUTH HAMPTON ROAD, AND 64.50 FEET SOUTH FROM A NAIL IN A POWER POLE.
 JY1797
 JY1797                          STATION RECOVERY (1998)
 JY1797
 JY1797'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 1998 (JMK)
 JY1797'RECOVERY BY BLAIR ELLISON OF THE SCHNIEDER CORPORATION, FOR CLARK
 JY1797'COUNTY, OHIO.  CLARK 15 IS APPROXIMATELY ONE MILE SOUTH OF
 JY1797'DONNELSVILLE ON HAMPTON ROAD, ABOUT 8 MILES (12.9 KM) WEST OF
 JY1797'SPRINGFIELD APPARENTLY WITHIN ROW OF HAMPTON ROAD ALONG A CULTIVATED
 JY1797'FIELD TO REACH THE MARK FROM THE INTERSECTION OF US 40 AND OHIO ROAD
 JY1797'369, GO WEST ON US 40 1.8 MILES (2.9 KM) TO THE INTERSECTION OF US 40
 JY1797'AND HAMPTON ROAD, GO SOUTHERLY ONE MILE TO THE STATION ON THE LEFT
 JY1797'(EAST SIDE HAMPTON ROAD) THE STATION IS AN ALUMINUM DISK MARKED CLARK
 JY1797'COUNTY, OHIO.  SURVEY MARK 15, 1993 SET IN ROUND CONCRETE MONUMENT SET
 JY1797'FLUSH WITH GRASS 0.05 METERS (0.16 FT) BELOW THE PAVEMENT OF HAMPTON
 JY1797'ROAD.  FOUND PK NAIL IN CENTERLINE HAMPTON ROAD 5.3 METERS (17.4 FT)
 JY1797'WEST, AMERITECH PLASTIC UNDERGROUND LINE MARKER 2.7 METERS (8.9 FT) TO
 JY1797'SOUTH EAST, FOUND PK NAIL, WEST SIDE POWER POLE, 0.4 METERS (1.3 FT)
 JY1797'UP, 19.67 METERS (64.53 FT) NORTH (POLE NO. E145HM-71) CENTERLINE
 JY1797'INTERSECTION OF HAMPTON ROAD AND LOWER VALLEY PIKE APPROXIMATELY 91
 JY1797'METERS (298.6 FT) SOUTH, MARK IS 57 METERS (187.0 FT) SOUTH OF A FIELD
 JY1797'DIVISION FENCE ON WEST SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1798 ***********************************************************************
 JY1798  DESIGNATION -  CLARK 15 AZ MK
 JY1798  PID         -  JY1798
 JY1798  STATE/COUNTY-  OH/CLARK
 JY1798  USGS QUAD   -  DONNELSVILLE (1983)
 JY1798
 JY1798                         *CURRENT SURVEY CONTROL
 JY1798  ___________________________________________________________________
 JY1798* NAD 83(1995)-  39 53 59.26189(N)    083 57 35.44603(W)     ADJUSTED  
 JY1798* NAVD 88     -       266.0    (meters)     873.     (feet)  GPS OBS   
 JY1798  ___________________________________________________________________
 JY1798  X           -     515,607.736 (meters)                     COMP
 JY1798  Y           -  -4,872,827.366 (meters)                     COMP
 JY1798  Z           -   4,069,605.469 (meters)                     COMP
 JY1798  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 JY1798  ELLIP HEIGHT-         232.69  (meters)          (10/07/05) GPS OBS
 JY1798  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JY1798
 JY1798  HORZ ORDER  -  FIRST
 JY1798  ELLP ORDER  -  FOURTH    CLASS I
 JY1798
 JY1798.The horizontal coordinates were established by GPS observations
 JY1798.and adjusted by the National Geodetic Survey in April 1998..
 JY1798
 JY1798.The orthometric height was determined by GPS observations and a
 JY1798.high-resolution geoid model.
 JY1798
 JY1798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1798
 JY1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1798
 JY1798.The ellipsoidal height was determined by GPS observations
 JY1798.and is referenced to NAD 83.
 JY1798
 JY1798.The geoid height was determined by GEOID03.
 JY1798
 JY1798;                    North         East     Units Scale Factor Converg.
 JY1798;SPC OH S     -   211,916.080   475,164.475   MT  0.99997631   -0 55 34.7
 JY1798;UTM  17      - 4,420,830.029   246,959.351   MT  1.00038834   -1 53 58.5
 JY1798;UTM  16      - 4,421,060.869   759,907.388   MT  1.00043171   +1 57 04.3
 JY1798
 JY1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1798!SPC OH S     -   0.99996350  x   0.99997631  =   0.99993981
 JY1798!UTM  17      -   0.99996350  x   1.00038834  =   1.00035182
 JY1798!UTM  16      -   0.99996350  x   1.00043171  =   1.00039519
 JY1798
 JY1798:                Primary Azimuth Mark                     Grid Az
 JY1798:SPC OH S     -  CLARK 15                                 060 23 53.1
 JY1798:UTM  17      -  CLARK 15                                 061 22 16.9
 JY1798:UTM  16      -  CLARK 15                                 057 31 14.1
 JY1798
 JY1798|---------------------------------------------------------------------|
 JY1798| PID    Reference Object                     Distance      Geod. Az  |
 JY1798|                                                           dddmmss.s |
 JY1798| JY1797 CLARK 15                            APPROX. 0.6 KM 0592818.4 |
 JY1798|---------------------------------------------------------------------|
 JY1798
 JY1798                          SUPERSEDED SURVEY CONTROL
 JY1798
 JY1798  ELLIP H (04/01/98)  232.79   (m)                       GP(       ) 4 1
 JY1798  NAD 83(1986)-  39 53 59.26873(N)    083 57 35.45154(W) AD(       ) 1
 JY1798
 JY1798.Superseded values are not recommended for survey control.
 JY1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1798.See file dsdata.txt to determine how the superseded data were derived.
 JY1798
 JY1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4695920830(NAD 83)
 JY1798_MARKER: DD = SURVEY DISK
 JY1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1798_SP_SET: CONCRETE POST
 JY1798_STAMPING: 15 AZ 1993
 JY1798_MARK LOGO: OH-023
 JY1798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1798+STABILITY: SURFACE MOTION
 JY1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1798+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1798
 JY1798  HISTORY     - Date     Condition        Report By
 JY1798  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1798
 JY1798                          STATION DESCRIPTION
 JY1798
 JY1798'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1798'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN BETHEL TOWNSHIP
 JY1798'ABOUT 2.0 MILES NORTHWEST OF THE VILLAGE OF ENON.
 JY1798'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG SOUTH
 JY1798'HAMPTON ROAD APPROXIMATELY 300 FEET TO ITS INTERSECTION WITH LOWER
 JY1798'VALLEY PIKE. TURN RIGHT AND PROCEED SOUTHWEST ALONG LOWER VALLEY PIKE
 JY1798'0.3 MILES TO THE MARK ON THE RIGHT ACROSS FROM RESIDENCE NUMBER 7837.
 JY1798'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1798'CONCRETE FLUSH WITH THE GROUND AND STAMPED 15 AZ 1993.
 JY1798'THE AZIMUTH MARK IS 18.85 FEET NORTH FROM THE CENTERLINE OF LOWER
 JY1798'VALLEY PIKE, 56.0 FEET NORTHWEST FROM A POWER POLE, AND 88.5 FEET
 JY1798'WEST FROM THE WEST END OF A CONCRETE CULVERT HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6627 ***********************************************************************
 AH6627  DESIGNATION -  CLARK 150
 AH6627  PID         -  AH6627
 AH6627  STATE/COUNTY-  OH/CLARK
 AH6627  USGS QUAD   -  YELLOW SPRINGS (1992)
 AH6627
 AH6627                         *CURRENT SURVEY CONTROL
 AH6627  ___________________________________________________________________
 AH6627* NAD 83(1995)-  39 51 01.41176(N)    083 59 44.22405(W)     ADJUSTED  
 AH6627* NAVD 88     -       263.8    (meters)     865.     (feet)  GPS OBS   
 AH6627  ___________________________________________________________________
 AH6627  X           -     512,933.081 (meters)                     COMP
 AH6627  Y           -  -4,876,644.322 (meters)                     COMP
 AH6627  Z           -   4,065,394.344 (meters)                     COMP
 AH6627  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AH6627  ELLIP HEIGHT-         230.65  (meters)          (10/07/05) GPS OBS
 AH6627  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 AH6627
 AH6627  HORZ ORDER  -  FIRST
 AH6627  ELLP ORDER  -  FOURTH    CLASS II
 AH6627
 AH6627.The horizontal coordinates were established by GPS observations
 AH6627.and adjusted by the National Geodetic Survey in January 1999..
 AH6627
 AH6627.The orthometric height was determined by GPS observations and a
 AH6627.high-resolution geoid model.
 AH6627
 AH6627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6627
 AH6627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6627
 AH6627.The ellipsoidal height was determined by GPS observations
 AH6627.and is referenced to NAD 83.
 AH6627
 AH6627.The geoid height was determined by GEOID03.
 AH6627
 AH6627;                    North         East     Units Scale Factor Converg.
 AH6627;SPC OH S     -   206,481.738   472,014.968   MT  0.99996893   -0 56 56.4
 AH6627;UTM  17      - 4,415,447.630   243,716.688   MT  1.00040868   -1 55 14.1
 AH6627;UTM  16      - 4,415,472.815   757,033.256   MT  1.00041342   +1 55 34.4
 AH6627
 AH6627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6627!SPC OH S     -   0.99996382  x   0.99996893  =   0.99993275
 AH6627!UTM  17      -   0.99996382  x   1.00040868  =   1.00037248
 AH6627!UTM  16      -   0.99996382  x   1.00041342  =   1.00037722
 AH6627
 AH6627                          SUPERSEDED SURVEY CONTROL
 AH6627
 AH6627  ELLIP H (01/12/99)  230.74   (m)                       GP(       ) 4 2
 AH6627
 AH6627.Superseded values are not recommended for survey control.
 AH6627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6627.See file dsdata.txt to determine how the superseded data were derived.
 AH6627
 AH6627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4371715448(NAD 83)
 AH6627_MARKER: A = ALUMINUM MARKER
 AH6627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6627_STAMPING: 150 1998
 AH6627_MARK LOGO: OH-023
 AH6627_PROJECTION: FLUSH
 AH6627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6627+STABILITY: SURFACE MOTION
 AH6627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6627+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6627
 AH6627  HISTORY     - Date     Condition        Report By
 AH6627  HISTORY     - 1998     MONUMENTED       OH-023
 AH6627
 AH6627                          STATION DESCRIPTION
 AH6627
 AH6627'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6627'RECOVERED BY CHARLIE THOMAS WITH THE SCHNEIDER CORPORATION FOR CLARK
 AH6627'COUNTY, OHIO.  TO REACH THE STATION FROM I-675 AT SR 444 GO WEST ON SR
 AH6627'444 0.1 MILE (0.2 KM) TO SPANGLER ROAD TURN RIGHT (NORTH) , GO 0.45
 AH6627'MILE (0.72 KM) TO THE BEGINNING OF A CURVE TO THE LEFT AND THE STATION
 AH6627'ON THE LEFT.  THE STATION IS AN ALUMINUM DISK SET IN CONCRETE (ROUND)
 AH6627'MONUMENT, FLUSH WITH GROUND.  5.14 M (16.86 FT) EAST OF A WOVEN WIRE
 AH6627'FENCE, 38.22 M (125.39 FT) SOUTHEAST OF THE SOUTH WOOD GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6633 ***********************************************************************
 AH6633  DESIGNATION -  CLARK 151
 AH6633  PID         -  AH6633
 AH6633  STATE/COUNTY-  OH/CLARK
 AH6633  USGS QUAD   -  YELLOW SPRINGS (1992)
 AH6633
 AH6633                         *CURRENT SURVEY CONTROL
 AH6633  ___________________________________________________________________
 AH6633* NAD 83(1995)-  39 50 56.87814(N)    083 57 06.48961(W)     ADJUSTED  
 AH6633* NAVD 88     -       302.5    (meters)     992.     (feet)  GPS OBS   
 AH6633  ___________________________________________________________________
 AH6633  X           -     516,674.756 (meters)                     COMP
 AH6633  Y           -  -4,876,369.257 (meters)                     COMP
 AH6633  Z           -   4,065,311.757 (meters)                     COMP
 AH6633  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AH6633  ELLIP HEIGHT-         269.30  (meters)          (10/07/05) GPS OBS
 AH6633  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 AH6633
 AH6633  HORZ ORDER  -  FIRST
 AH6633  ELLP ORDER  -  FOURTH    CLASS II
 AH6633
 AH6633.The horizontal coordinates were established by GPS observations
 AH6633.and adjusted by the National Geodetic Survey in January 1999..
 AH6633
 AH6633.The orthometric height was determined by GPS observations and a
 AH6633.high-resolution geoid model.
 AH6633
 AH6633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6633
 AH6633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6633
 AH6633.The ellipsoidal height was determined by GPS observations
 AH6633.and is referenced to NAD 83.
 AH6633
 AH6633.The geoid height was determined by GEOID03.
 AH6633
 AH6633;                    North         East     Units Scale Factor Converg.
 AH6633;SPC OH S     -   206,280.742   475,761.799   MT  0.99996875   -0 55 16.3
 AH6633;UTM  17      - 4,415,183.027   247,461.175   MT  1.00038522   -1 53 32.7
 AH6633;UTM  16      - 4,415,460.019   760,787.165   MT  1.00043736   +1 57 15.4
 AH6633
 AH6633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6633!SPC OH S     -   0.99995775  x   0.99996875  =   0.99992651
 AH6633!UTM  17      -   0.99995775  x   1.00038522  =   1.00034296
 AH6633!UTM  16      -   0.99995775  x   1.00043736  =   1.00039510
 AH6633
 AH6633                          SUPERSEDED SURVEY CONTROL
 AH6633
 AH6633  ELLIP H (01/12/99)  269.38   (m)                       GP(       ) 4 2
 AH6633
 AH6633.Superseded values are not recommended for survey control.
 AH6633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6633.See file dsdata.txt to determine how the superseded data were derived.
 AH6633
 AH6633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4746115183(NAD 83)
 AH6633_MARKER: A = ALUMINUM MARKER
 AH6633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6633_STAMPING: 151 1998
 AH6633_MARK LOGO: OH-023
 AH6633_PROJECTION: FLUSH
 AH6633_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6633+STABILITY: SURFACE MOTION
 AH6633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6633+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6633
 AH6633  HISTORY     - Date     Condition        Report By
 AH6633  HISTORY     - 1998     MONUMENTED       OH-023
 AH6633
 AH6633                          STATION DESCRIPTION
 AH6633
 AH6633'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6633'RECOVERED AUGUST 12, 1998 BY BLAIR ELLISON OF THE SCHNEIDER
 AH6633'CORPORATION FOR CLARK COUNTY, OHIO.  THE STATION IS ABOUT ONE MILE
 AH6633'SOUTH OF ENON, OHIO.  TO REACH THE STATION FROM THE INTERSECTION OF
 AH6633'I-70 AND I-675, GO SOUTH ON I-675 1.2 MILES (1.9 KM) TO SR 444/DAYTON
 AH6633'ROAD EXIT, GO LEFT UNDER I-675 (EAST) ON DAYTON ROAD ABOUT 2.5 MILES
 AH6633'(4.0 KM) TO ITS INTERSECTION WITH STINE ROAD, TURN RIGHT (WEST) .
 AH6633'FOLLOW STINE ROAD ABOUT 1.1 MILES (1.8 KM) TO ITS INTERSECTION WITH
 AH6633'XENIA PIKE, TURN RIGHT (SOUTHERLY) FOLLOW XENIA PIKE ABOUT 1.2 MILES
 AH6633'(1.9 KM) TO THE STATION ON THE LEFT (EAST) SIDE OF THE ROAD.  THE
 AH6633'STATION IS AN ALUMINUM DISK IN ROUND CONCRETE SETTING FLUSH WITH
 AH6633'GROUND.  IT IS 8.2 METERS (26.9 FT) NORTH OF A MAG NAIL SET 0.2 METERS
 AH6633'(0.7 FT) UP ON WEST FACE OF A WOODEN END POST ON A NORTH SOUTH FENCE
 AH6633'ROW, 19.67 METERS (64.53 FT) NORTHEAST OF A MAG NAIL SET 0.6 METERS
 AH6633'(2.0 FT) UP ON EAST FACE OF A POWER POLE, 26.43 METERS (86.71 FT) EAST
 AH6633'OF THE CENTERLINE OF XENIA PIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6629 ***********************************************************************
 AH6629  DESIGNATION -  CLARK 152
 AH6629  PID         -  AH6629
 AH6629  STATE/COUNTY-  OH/CLARK
 AH6629  USGS QUAD   -  YELLOW SPRINGS (1992)
 AH6629
 AH6629                         *CURRENT SURVEY CONTROL
 AH6629  ___________________________________________________________________
 AH6629* NAD 83(1995)-  39 50 45.03062(N)    083 55 14.46082(W)     ADJUSTED  
 AH6629* NAVD 88     -       287.3    (meters)     943.     (feet)  GPS OBS   
 AH6629  ___________________________________________________________________
 AH6629  X           -     519,346.746 (meters)                     COMP
 AH6629  Y           -  -4,876,309.119 (meters)                     COMP
 AH6629  Z           -   4,065,021.455 (meters)                     COMP
 AH6629  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AH6629  ELLIP HEIGHT-         254.08  (meters)          (10/07/05) GPS OBS
 AH6629  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 AH6629
 AH6629  HORZ ORDER  -  FIRST
 AH6629  ELLP ORDER  -  FOURTH    CLASS II
 AH6629
 AH6629.The horizontal coordinates were established by GPS observations
 AH6629.and adjusted by the National Geodetic Survey in January 1999..
 AH6629
 AH6629.The orthometric height was determined by GPS observations and a
 AH6629.high-resolution geoid model.
 AH6629
 AH6629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6629
 AH6629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6629
 AH6629.The ellipsoidal height was determined by GPS observations
 AH6629.and is referenced to NAD 83.
 AH6629
 AH6629.The geoid height was determined by GEOID03.
 AH6629
 AH6629;                    North         East     Units Scale Factor Converg.
 AH6629;SPC OH S     -   205,873.038   478,418.850   MT  0.99996829   -0 54 05.2
 AH6629;UTM  17      - 4,414,730.169   250,112.018   MT  1.00036882   -1 52 20.4
 AH6629;UTM  16      - 4,415,185.993   763,462.601   MT  1.00045463   +1 58 26.9
 AH6629
 AH6629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6629!SPC OH S     -   0.99996014  x   0.99996829  =   0.99992843
 AH6629!UTM  17      -   0.99996014  x   1.00036882  =   1.00032895
 AH6629!UTM  16      -   0.99996014  x   1.00045463  =   1.00041475
 AH6629
 AH6629                          SUPERSEDED SURVEY CONTROL
 AH6629
 AH6629  ELLIP H (01/12/99)  254.15   (m)                       GP(       ) 4 2
 AH6629
 AH6629.Superseded values are not recommended for survey control.
 AH6629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6629.See file dsdata.txt to determine how the superseded data were derived.
 AH6629
 AH6629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5011214730(NAD 83)
 AH6629_MARKER: A = ALUMINUM MARKER
 AH6629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6629_STAMPING: 152 1998
 AH6629_MARK LOGO: OH-023
 AH6629_PROJECTION: FLUSH
 AH6629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6629+STABILITY: SURFACE MOTION
 AH6629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6629+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6629
 AH6629  HISTORY     - Date     Condition        Report By
 AH6629  HISTORY     - 1998     MONUMENTED       OH-023
 AH6629
 AH6629                          STATION DESCRIPTION
 AH6629
 AH6629'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6629'RECOVERED BY MIKE SHEPPARD OF THE SCHNEIDER CORPORATION FOR CLARK
 AH6629'COUNTY, OHIO, AUGUST 11, 1998.  TO REACH THE STATION FROM SR 4 IN ENON
 AH6629'GO NORTHEAST ON SR 4 ABOUT 1.3 MILES (2.1 KM) TO ITS INTERSECTION WITH
 AH6629'FOWLER ROAD TURN RIGHT (SOUTH) GO ABOUT 3 MILES (4.8 KM) TO THE
 AH6629'STATION ON THE LEFT.  152 IS AN ALUMINUM DISK IN CONCRETE SETTING
 AH6629'(ROUND) FLUSH WITH GROUND LEVEL 0.2 MILES (0.3 KM) SOUTH OF THE
 AH6629'INTERSECTION OF FAIRFIELD ROAD AND FOWLER ROAD AND 2.4 METERS (7.9 FT)
 AH6629'EAST OF THE EAST EDGE OF PAVEMENT OF FOWLER ROAD.  IT IS UNDER A POWER
 AH6629'LINE, SOUTH 73 METERS (239.5 FT) FROM A POWER POLE. THE STATION IS 1
 AH6629'1/2 MILES FROM ENON, OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6632 ***********************************************************************
 AH6632  DESIGNATION -  CLARK 157
 AH6632  PID         -  AH6632
 AH6632  STATE/COUNTY-  OH/CLARK
 AH6632  USGS QUAD   -  YELLOW SPRINGS (1992)
 AH6632
 AH6632                         *CURRENT SURVEY CONTROL
 AH6632  ___________________________________________________________________
 AH6632* NAD 83(1995)-  39 49 59.44081(N)    083 56 27.55410(W)     ADJUSTED  
 AH6632* NAVD 88     -       300.6    (meters)     986.     (feet)  GPS OBS   
 AH6632  ___________________________________________________________________
 AH6632  X           -     517,714.875 (meters)                     COMP
 AH6632  Y           -  -4,877,398.790 (meters)                     COMP
 AH6632  Z           -   4,063,950.267 (meters)                     COMP
 AH6632  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AH6632  ELLIP HEIGHT-         267.36  (meters)          (10/07/05) GPS OBS
 AH6632  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 AH6632
 AH6632  HORZ ORDER  -  FIRST
 AH6632  ELLP ORDER  -  FOURTH    CLASS II
 AH6632
 AH6632.The horizontal coordinates were established by GPS observations
 AH6632.and adjusted by the National Geodetic Survey in January 1999..
 AH6632
 AH6632.The orthometric height was determined by GPS observations and a
 AH6632.high-resolution geoid model.
 AH6632
 AH6632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6632
 AH6632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6632
 AH6632.The ellipsoidal height was determined by GPS observations
 AH6632.and is referenced to NAD 83.
 AH6632
 AH6632.The geoid height was determined by GEOID03.
 AH6632
 AH6632;                    North         East     Units Scale Factor Converg.
 AH6632;SPC OH S     -   204,494.711   476,658.984   MT  0.99996653   -0 54 51.6
 AH6632;UTM  17      - 4,413,381.304   248,328.328   MT  1.00037984   -1 53 05.5
 AH6632;UTM  16      - 4,413,720.418   761,773.275   MT  1.00044371   +1 57 38.1
 AH6632
 AH6632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6632!SPC OH S     -   0.99995806  x   0.99996653  =   0.99992459
 AH6632!UTM  17      -   0.99995806  x   1.00037984  =   1.00033788
 AH6632!UTM  16      -   0.99995806  x   1.00044371  =   1.00040175
 AH6632
 AH6632                          SUPERSEDED SURVEY CONTROL
 AH6632
 AH6632  ELLIP H (01/12/99)  267.45   (m)                       GP(       ) 4 2
 AH6632
 AH6632.Superseded values are not recommended for survey control.
 AH6632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6632.See file dsdata.txt to determine how the superseded data were derived.
 AH6632
 AH6632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4832813381(NAD 83)
 AH6632_MARKER: A = ALUMINUM MARKER
 AH6632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6632_STAMPING: 157
 AH6632_MARK LOGO: OH-023
 AH6632_PROJECTION: FLUSH
 AH6632_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6632+STABILITY: SURFACE MOTION
 AH6632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6632+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6632
 AH6632  HISTORY     - Date     Condition        Report By
 AH6632  HISTORY     - 1998     MONUMENTED       OH-023
 AH6632
 AH6632                          STATION DESCRIPTION
 AH6632
 AH6632'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6632'RECOVERED BY MIKE SHEPPARD OF THE SCHNEIDER CORPORATION FOR CLARK
 AH6632'COUNTY, OHIO.  THE STATION 2 MILES (3.2 KM) SOUTH OF ENON, OHIO.  TO
 AH6632'REACH STATION FROM INTERSECTION OF DAYTON-SPRINGFIELD ROAD WITH XENIA
 AH6632'PIKE IN ENON.  GO SOUTH ON XENIA 1.4 MILES (2.3 KM) TO HUNTER ROAD,
 AH6632'TURN LEFT (SOUTHEAST) GO 1.1 MILES (1.8 KM) TO INTERSECTION OF HUNTER
 AH6632'WITH WILKERSON AND MUD RUN GO SOUTH ON MUD RUN 0.7 MILE (1.1 KM) AND
 AH6632'THE STATION ON THE RIGHT.  157 IS A ALUMINUM DISK SET IN CONCRETE
 AH6632'(ROUND) FLUSH WITH GROUND LEVEL 8.1 METERS (26.6 FT) WEST OF THE WEST
 AH6632'EDGE OF PAVEMENT MUD RUN ROAD.  IT IS 18.0 METERS (59.1 FT) NORTH OF
 AH6632'THE NORTH EDGE OF A GRAVEL DRIVEWAY.  THERE IS A MAG NAIL (SET) IN A
 AH6632'WOOD CORNER POST, THE MONUMENT IS NORTH 15 DEGREES EAST (COMPASS) FROM
 AH6632'SAID NAIL 12.0 METERS (39.4 FT) AND SOUTH 12 DEGREES WEST 60.8 METERS
 AH6632'(199.5 FT) FROM A TELEPHONE PEDESTAL BY A POWER POST ON THE WEST SIDE
 AH6632'OF THE ROAD AND SOUTH 2 DEGREES EAST 22.5 METERS (73.8 FT) FROM A MAG
 AH6632'NAIL PLACED 1 FOOT (0.3 M) UP IN A WOOD POST AT FENCE END AT THE SOUTH
 AH6632'EDGE OF ANOTHER GRAVEL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6634 ***********************************************************************
 AH6634  DESIGNATION -  CLARK 158
 AH6634  PID         -  AH6634
 AH6634  STATE/COUNTY-  OH/GREENE
 AH6634  USGS QUAD   -  YELLOW SPRINGS (1992)
 AH6634
 AH6634                         *CURRENT SURVEY CONTROL
 AH6634  ___________________________________________________________________
 AH6634* NAD 83(1995)-  39 48 46.15647(N)    083 57 01.86317(W)     ADJUSTED  
 AH6634* NAVD 88     -       314.3    (meters)    1031.     (feet)  GPS OBS   
 AH6634  ___________________________________________________________________
 AH6634  X           -     517,057.254 (meters)                     COMP
 AH6634  Y           -  -4,878,934.851 (meters)                     COMP
 AH6634  Z           -   4,062,223.089 (meters)                     COMP
 AH6634  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AH6634  ELLIP HEIGHT-         281.13  (meters)          (10/07/05) GPS OBS
 AH6634  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 AH6634
 AH6634  HORZ ORDER  -  FIRST
 AH6634  ELLP ORDER  -  FOURTH    CLASS II
 AH6634
 AH6634.The horizontal coordinates were established by GPS observations
 AH6634.and adjusted by the National Geodetic Survey in January 1999..
 AH6634
 AH6634.The orthometric height was determined by GPS observations and a
 AH6634.high-resolution geoid model.
 AH6634
 AH6634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6634
 AH6634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6634
 AH6634.The ellipsoidal height was determined by GPS observations
 AH6634.and is referenced to NAD 83.
 AH6634
 AH6634.The geoid height was determined by GEOID03.
 AH6634
 AH6634;                    North         East     Units Scale Factor Converg.
 AH6634;SPC OH S     -   202,247.906   475,807.005   MT  0.99996381   -0 55 13.4
 AH6634;UTM  17      - 4,411,148.315   247,438.058   MT  1.00038537   -1 53 24.6
 AH6634;UTM  16      - 4,411,432.626   761,034.689   MT  1.00043896   +1 57 13.1
 AH6634
 AH6634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6634!SPC OH S     -   0.99995590  x   0.99996381  =   0.99991971
 AH6634!UTM  17      -   0.99995590  x   1.00038537  =   1.00034125
 AH6634!UTM  16      -   0.99995590  x   1.00043896  =   1.00039484
 AH6634
 AH6634                          SUPERSEDED SURVEY CONTROL
 AH6634
 AH6634  ELLIP H (01/12/99)  281.21   (m)                       GP(       ) 4 2
 AH6634
 AH6634.Superseded values are not recommended for survey control.
 AH6634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6634.See file dsdata.txt to determine how the superseded data were derived.
 AH6634
 AH6634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4743811148(NAD 83)
 AH6634_MARKER: A = ALUMINUM MARKER
 AH6634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6634_STAMPING: 158
 AH6634_MARK LOGO: OH-023
 AH6634_PROJECTION: FLUSH
 AH6634_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6634+STABILITY: SURFACE MOTION
 AH6634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6634+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6634
 AH6634  HISTORY     - Date     Condition        Report By
 AH6634  HISTORY     - 1998     MONUMENTED       OH-023
 AH6634
 AH6634                          STATION DESCRIPTION
 AH6634
 AH6634'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6634'RECOVERED BY MIKE SHEPPARD OF THE SCHNEIDER CORPORATION FOR CLARK
 AH6634'COUNTY, OHIO.  THE STATION IS 3.5 MILES (5.6 KM) SOUTH OF ENON, OHIO
 AH6634'IN GREENE COUNTY.  TO REACH THE STATION FROM DAYTON ROAD AND
 AH6634'ENON-XENIA ROAD IN ENON, G0 SOUTH ON ENON-XENIA ROAD 4.5 MILES (7.2
 AH6634'KM) TO YELLOW SPRINGS-FAIRFILED ROAD, CONTINUE SOUTH 0.6 MILE (1.0 KM)
 AH6634'TO THE STATION ON THE LEFT.  THE STATION IS AN ALUMINUM DISK SET IN
 AH6634'CONCRETE (ROUND) FLUSH WITH GROUND LEVEL 0.6 MILE (1.0 KM) SOUTH OF
 AH6634'THE INTERSECTION OF YELLOW SPRINGS-FAIRFIELD AND WEST ENON ROAD ON THE
 AH6634'EAST SIDE OF THE WEST ENON ROAD.  THE STAMPED + ON TOP OF THE DISK IS
 AH6634'SOUTH 4 DEGREES (COMPASS) 48.5 METERS (159.1 FT) FROM A TELEPHONE
 AH6634'PEDESTAL, NORTH 1 DEGREE EAST 88.0 METERS (288.7 FT) FROM A TELEPHONE
 AH6634'PEDESTAL, NORTH 8 DEGREES EAST 39.2 METERS (128.6 FT) FROM A MAG NAIL
 AH6634'PLACED 1 FOOT (0.3 M) UP IN A POWER POLE ON THE WEST SIDE OF SAID ROAD
 AH6634'AND 2.9 METERS (9.5 FT) EAST OF SAID ROAD EAST EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1799 ***********************************************************************
 JY1799  DESIGNATION -  CLARK 16
 JY1799  PID         -  JY1799
 JY1799  STATE/COUNTY-  OH/CLARK
 JY1799  USGS QUAD   -  YELLOW SPRINGS (1992)
 JY1799
 JY1799                         *CURRENT SURVEY CONTROL
 JY1799  ___________________________________________________________________
 JY1799* NAD 83(1995)-  39 52 23.20123(N)    083 56 46.95659(W)     ADJUSTED  
 JY1799* NAVD 88     -       266.3    (meters)     874.     (feet)  GPS OBS   
 JY1799  ___________________________________________________________________
 JY1799  X           -     516,953.640 (meters)                     COMP
 JY1799  Y           -  -4,874,595.663 (meters)                     COMP
 JY1799  Z           -   4,067,332.247 (meters)                     COMP
 JY1799  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JY1799  ELLIP HEIGHT-         233.03  (meters)          (10/07/05) GPS OBS
 JY1799  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JY1799
 JY1799  HORZ ORDER  -  FIRST
 JY1799  ELLP ORDER  -  FOURTH    CLASS I
 JY1799
 JY1799.The horizontal coordinates were established by GPS observations
 JY1799.and adjusted by the National Geodetic Survey in April 1998..
 JY1799
 JY1799.The orthometric height was determined by GPS observations and a
 JY1799.high-resolution geoid model.
 JY1799
 JY1799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1799
 JY1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1799
 JY1799.The ellipsoidal height was determined by GPS observations
 JY1799.and is referenced to NAD 83.
 JY1799
 JY1799.The geoid height was determined by GEOID03.
 JY1799
 JY1799;                    North         East     Units Scale Factor Converg.
 JY1799;SPC OH S     -   208,935.265   476,268.719   MT  0.99997223   -0 55 03.9
 JY1799;UTM  17      - 4,417,829.666   248,013.266   MT  1.00038179   -1 53 23.6
 JY1799;UTM  16      - 4,418,137.886   761,160.432   MT  1.00043976   +1 57 31.5
 JY1799
 JY1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1799!SPC OH S     -   0.99996344  x   0.99997223  =   0.99993567
 JY1799!UTM  17      -   0.99996344  x   1.00038179  =   1.00034522
 JY1799!UTM  16      -   0.99996344  x   1.00043976  =   1.00040319
 JY1799
 JY1799:                Primary Azimuth Mark                     Grid Az
 JY1799:SPC OH S     -  CLARK 16 AZ MK                           054 48 52.1
 JY1799:UTM  17      -  CLARK 16 AZ MK                           055 47 11.8
 JY1799:UTM  16      -  CLARK 16 AZ MK                           051 56 16.7
 JY1799
 JY1799|---------------------------------------------------------------------|
 JY1799| PID    Reference Object                     Distance      Geod. Az  |
 JY1799|                                                           dddmmss.s |
 JY1799| JY1800 CLARK 16 AZ MK                      494.778 METERS 0535348.2 |
 JY1799|---------------------------------------------------------------------|
 JY1799
 JY1799                          SUPERSEDED SURVEY CONTROL
 JY1799
 JY1799  ELLIP H (04/01/98)  233.11   (m)                       GP(       ) 4 1
 JY1799  NAD 83(1986)-  39 52 23.20857(N)    083 56 46.96282(W) AD(       ) 1
 JY1799
 JY1799.Superseded values are not recommended for survey control.
 JY1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1799.See file dsdata.txt to determine how the superseded data were derived.
 JY1799
 JY1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4801317830(NAD 83)
 JY1799_MARKER: DD = SURVEY DISK
 JY1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1799_SP_SET: CONCRETE POST
 JY1799_STAMPING: 16 1993
 JY1799_MARK LOGO: OH-023
 JY1799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1799+STABILITY: SURFACE MOTION
 JY1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1799+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1799
 JY1799  HISTORY     - Date     Condition        Report By
 JY1799  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1799
 JY1799                          STATION DESCRIPTION
 JY1799
 JY1799'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1799'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN BETHEL TOWNSHIP ABOUT
 JY1799'0.5 MILES WEST OF THE VILLAGE OF ENON.
 JY1799'TO REACH THE STATION FROM THE INTERSECTION OF ENON ROAD AND DAYTON
 JY1799'ROAD IN ENON, PROCEED SOUTHWEST ALONG DAYTON ROAD 0.6 MILES TO ITS
 JY1799'INTERSECTION WITH JOSEPH DRIVE AND THE STATION ON THE LEFT IN THE
 JY1799'SOUTHWEST CORNER OF THE INTERSECTION.
 JY1799'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1799'FLUSH WITH THE GROUND AND STAMPED 16 1993.
 JY1799'THE STATION IS 25.0 FEET SOUTHEAST FROM A NAIL IN THE CENTERLINE OF
 JY1799'DAYTON ROAD, 84.20 FEET SOUTHWEST FROM A POWER POLE, AND 89.66 FEET
 JY1799'NORTHWEST FROM THE NORTHWEST CORNER OF HOUSE NUMBER 698 JOSEPH DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1800 ***********************************************************************
 JY1800  DESIGNATION -  CLARK 16 AZ MK
 JY1800  PID         -  JY1800
 JY1800  STATE/COUNTY-  OH/CLARK
 JY1800  USGS QUAD   -  DONNELSVILLE (1983)
 JY1800
 JY1800                         *CURRENT SURVEY CONTROL
 JY1800  ___________________________________________________________________
 JY1800* NAD 83(1995)-  39 52 32.65364(N)    083 56 30.13416(W)     ADJUSTED  
 JY1800* NAVD 88     -       271.1    (meters)     889.     (feet)  GPS OBS   
 JY1800  ___________________________________________________________________
 JY1800  X           -     517,331.860 (meters)                     COMP
 JY1800  Y           -  -4,874,371.281 (meters)                     COMP
 JY1800  Z           -   4,067,559.070 (meters)                     COMP
 JY1800  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 JY1800  ELLIP HEIGHT-         237.83  (meters)          (10/07/05) GPS OBS
 JY1800  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JY1800
 JY1800  HORZ ORDER  -  FIRST
 JY1800  ELLP ORDER  -  FOURTH    CLASS I
 JY1800
 JY1800.The horizontal coordinates were established by GPS observations
 JY1800.and adjusted by the National Geodetic Survey in April 1998..
 JY1800
 JY1800.The orthometric height was determined by GPS observations and a
 JY1800.high-resolution geoid model.
 JY1800
 JY1800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1800
 JY1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1800
 JY1800.The ellipsoidal height was determined by GPS observations
 JY1800.and is referenced to NAD 83.
 JY1800
 JY1800.The geoid height was determined by GEOID03.
 JY1800
 JY1800;                    North         East     Units Scale Factor Converg.
 JY1800;SPC OH S     -   209,220.361   476,673.086   MT  0.99997262   -0 54 53.2
 JY1800;UTM  17      - 4,418,107.973   248,422.578   MT  1.00037925   -1 53 13.2
 JY1800;UTM  16      - 4,418,443.059   761,550.164   MT  1.00044226   +1 57 42.7
 JY1800
 JY1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1800!SPC OH S     -   0.99996269  x   0.99997262  =   0.99993531
 JY1800!UTM  17      -   0.99996269  x   1.00037925  =   1.00034193
 JY1800!UTM  16      -   0.99996269  x   1.00044226  =   1.00040493
 JY1800
 JY1800:                Primary Azimuth Mark                     Grid Az
 JY1800:SPC OH S     -  CLARK 16                                 234 48 52.2
 JY1800:UTM  17      -  CLARK 16                                 235 47 12.2
 JY1800:UTM  16      -  CLARK 16                                 231 56 16.3
 JY1800
 JY1800|---------------------------------------------------------------------|
 JY1800| PID    Reference Object                     Distance      Geod. Az  |
 JY1800|                                                           dddmmss.s |
 JY1800| JY1799 CLARK 16                            494.778 METERS 2335359.0 |
 JY1800|---------------------------------------------------------------------|
 JY1800
 JY1800                          SUPERSEDED SURVEY CONTROL
 JY1800
 JY1800  ELLIP H (04/01/98)  237.91   (m)                       GP(       ) 4 1
 JY1800  NAD 83(1986)-  39 52 32.66098(N)    083 56 30.14039(W) AD(       ) 1
 JY1800
 JY1800.Superseded values are not recommended for survey control.
 JY1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1800.See file dsdata.txt to determine how the superseded data were derived.
 JY1800
 JY1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4842318108(NAD 83)
 JY1800_MARKER: DD = SURVEY DISK
 JY1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1800_SP_SET: CONCRETE POST
 JY1800_STAMPING: 16 AZ 1993
 JY1800_MARK LOGO: OH-023
 JY1800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1800+STABILITY: SURFACE MOTION
 JY1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1800+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1800
 JY1800  HISTORY     - Date     Condition        Report By
 JY1800  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1800
 JY1800                          STATION DESCRIPTION
 JY1800
 JY1800'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1800'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN BETHEL TOWNSHIP
 JY1800'IN THE VILLAGE OF ENON.
 JY1800'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTHEAST ALONG
 JY1800'DAYTON ROAD 0.3 MILES TO ITS INTERSECTION WITH RITA DRIVE AND THE
 JY1800'MARK ON THE RIGHT IN THE SOUTHEAST CORNER OF THE INTERSECTION.
 JY1800'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1800'CONCRETE FLUSH WITH THE GROUND AND STAMPED 16 AZ 1993.
 JY1800'THE AZIMUTH MARK IS 26.10 FEET NORTHEAST FROM  A FIRE HYDRANT, 31.30
 JY1800'FEET SOUTHEAST FROM THE CENTERLINE OF DAYTON ROAD, AND 31.90 FEET
 JY1800'SOUTHWEST A SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH6624 ***********************************************************************
 AH6624  DESIGNATION -  CLARK 162
 AH6624  PID         -  AH6624
 AH6624  STATE/COUNTY-  OH/CLARK
 AH6624  USGS QUAD   -  FAIRBORN (1992)
 AH6624
 AH6624                         *CURRENT SURVEY CONTROL
 AH6624  ___________________________________________________________________
 AH6624* NAD 83(1995)-  39 51 12.10902(N)    084 02 01.78511(W)     ADJUSTED  
 AH6624* NAVD 88     -       250.2    (meters)     821.     (feet)  GPS OBS   
 AH6624  ___________________________________________________________________
 AH6624  X           -     509,657.594 (meters)                     COMP
 AH6624  Y           -  -4,876,764.609 (meters)                     COMP
 AH6624  Z           -   4,065,638.886 (meters)                     COMP
 AH6624  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 AH6624  ELLIP HEIGHT-         216.99  (meters)          (10/07/05) GPS OBS
 AH6624  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AH6624
 AH6624  HORZ ORDER  -  FIRST
 AH6624  ELLP ORDER  -  FOURTH    CLASS II
 AH6624
 AH6624.The horizontal coordinates were established by GPS observations
 AH6624.and adjusted by the National Geodetic Survey in January 1999..
 AH6624
 AH6624.The orthometric height was determined by GPS observations and a
 AH6624.high-resolution geoid model.
 AH6624
 AH6624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6624
 AH6624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6624
 AH6624.The ellipsoidal height was determined by GPS observations
 AH6624.and is referenced to NAD 83.
 AH6624
 AH6624.The geoid height was determined by GEOID03.
 AH6624
 AH6624;                    North         East     Units Scale Factor Converg.
 AH6624;SPC OH S     -   206,866.458   468,751.005   MT  0.99996935   -0 58 23.7
 AH6624;UTM  16      - 4,415,693.428   753,752.680   MT  1.00039279   +1 54 06.5
 AH6624;UTM  17      - 4,415,887.850   240,458.253   MT  1.00042938   -1 56 42.9
 AH6624
 AH6624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6624!SPC OH S     -   0.99996596  x   0.99996935  =   0.99993531
 AH6624!UTM  16      -   0.99996596  x   1.00039279  =   1.00035874
 AH6624!UTM  17      -   0.99996596  x   1.00042938  =   1.00039532
 AH6624
 AH6624                          SUPERSEDED SURVEY CONTROL
 AH6624
 AH6624  ELLIP H (01/12/99)  217.08   (m)                       GP(       ) 4 2
 AH6624
 AH6624.Superseded values are not recommended for survey control.
 AH6624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6624.See file dsdata.txt to determine how the superseded data were derived.
 AH6624
 AH6624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5375315693(NAD 83)
 AH6624_MARKER: A = ALUMINUM MARKER
 AH6624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6624_STAMPING: 162 1998
 AH6624_MARK LOGO: OH-023
 AH6624_PROJECTION: FLUSH
 AH6624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6624+STABILITY: SURFACE MOTION
 AH6624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6624+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH6624
 AH6624  HISTORY     - Date     Condition        Report By
 AH6624  HISTORY     - 1998     MONUMENTED       OH-023
 AH6624
 AH6624                          STATION DESCRIPTION
 AH6624
 AH6624'DESCRIBED BY CLARK COUNTY OHIO 1998 (DF)
 AH6624'RECOVERY BY JUSTIN GILES OF THE SCHNEIDER CORPORATION, FOR CLARK
 AH6624'COUNTY.  THE STATION IS LOCATED APPROXIMATELY 1.5 MILES (2.4 KM)
 AH6624'NORTHWEST OF FAIRBORN AND ONE MILE EAST OF THE MIAMI-GREENE COUNTY
 AH6624'LINE.  TO REACH THE MARK FROM FAIRBORN TAKE OHIO ROAD 235 NORTH OUT OF
 AH6624'FAIRBORN ABOUT 1.5 MILES, (2.4 KM) TURN RIGHT ON OSBORN ROAD.  THE
 AH6624'MARK IS ON THE LEFT (WEST) SIDE OF OSBORN ROAD, APPROXIMATELY ONE MILE
 AH6624'NORTH OF 235.  THE MARK IS AN ALUMINUM DISK IN ROUND CONCRETE SETTING.
 AH6624'30.990 METERS (101.673 FT) SOUTHWEST OF MAGNAIL SET 0.5 METERS (1.6
 AH6624'FT) UP ON WEST FACE OF SOUTHERN GATE POST.  40.150 METERS, (131.725
 AH6624'FT) SOUTHWEST OF FIBERGLASS GAS LINE MARKER EAST SIDE OF OSBORN ROAD.
 AH6624'18.150 METERS (59.547 FT) NORTHWEST OF MAGNAIL SET IN WEST FACE OF A
 AH6624'ONE METER WIDE OAK TREE SET 0.5 METERS (1.6 FT) WEST OF OSBORN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6221 ***********************************************************************
 DF6221  DESIGNATION -  CLARK 163
 DF6221  PID         -  DF6221
 DF6221  STATE/COUNTY-  OH/CLARK
 DF6221  USGS QUAD   -  CHRISTIANSBURG (1984)
 DF6221
 DF6221                         *CURRENT SURVEY CONTROL
 DF6221  ___________________________________________________________________
 DF6221* NAD 83(1995)-  40 02 46.27493(N)    084 03 15.77122(W)     ADJUSTED  
 DF6221* NAVD 88     -       318.9    (meters)    1046.     (feet)  GPS OBS   
 DF6221  ___________________________________________________________________
 DF6221  X           -     506,489.640 (meters)                     COMP
 DF6221  Y           -  -4,863,325.178 (meters)                     COMP
 DF6221  Z           -   4,082,096.605 (meters)                     COMP
 DF6221  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DF6221  ELLIP HEIGHT-         285.60  (meters)          (10/07/05) GPS OBS
 DF6221  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DF6221
 DF6221  HORZ ORDER  -  FIRST
 DF6221  ELLP ORDER  -  FOURTH    CLASS I
 DF6221
 DF6221.The horizontal coordinates were established by GPS observations
 DF6221.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6221
 DF6221.The orthometric height was determined by GPS observations and a
 DF6221.high-resolution geoid model.
 DF6221
 DF6221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6221
 DF6221.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6221
 DF6221.The ellipsoidal height was determined by GPS observations
 DF6221.and is referenced to NAD 83.
 DF6221
 DF6221.The geoid height was determined by GEOID03.
 DF6221
 DF6221;                    North         East     Units Scale Factor Converg.
 DF6221;SPC OH S     -   228,302.978   467,361.104   MT  1.00000257   -0 59 10.6
 DF6221;UTM  16      - 4,437,041.628   751,286.937   MT  1.00037742   +1 53 46.4
 DF6221;UTM  17      - 4,437,354.540   239,433.237   MT  1.00043591   -1 57 58.7
 DF6221
 DF6221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6221!SPC OH S     -   0.99995520  x   1.00000257  =   0.99995777
 DF6221!UTM  16      -   0.99995520  x   1.00037742  =   1.00033260
 DF6221!UTM  17      -   0.99995520  x   1.00043591  =   1.00039109
 DF6221
 DF6221                          SUPERSEDED SURVEY CONTROL
 DF6221
 DF6221  ELLIP H (06/24/03)  285.66   (m)                       GP(       ) 4 1
 DF6221
 DF6221.Superseded values are not recommended for survey control.
 DF6221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6221.See file dsdata.txt to determine how the superseded data were derived.
 DF6221
 DF6221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK5128737042(NAD 83)
 DF6221_MARKER: DD = SURVEY DISK
 DF6221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6221_STAMPING: 163 1999
 DF6221_MARK LOGO: OH-023
 DF6221_PROJECTION: FLUSH
 DF6221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6221+STABILITY: SURFACE MOTION
 DF6221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6221+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6221
 DF6221  HISTORY     - Date     Condition        Report By
 DF6221  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6221  HISTORY     - 19990415 GOOD             ATLTEC
 DF6221
 DF6221                          STATION DESCRIPTION
 DF6221
 DF6221'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6221'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6221'THE STATION IS LOCATED IN MIAMI COUNTY, OHIO IN LOST CREEK TOWNSHIP,
 DF6221'SECTION 12,
 DF6221'APPROXIMATELY 21 MILES NORTHWEST OF THE CITY OF SPRINGFIELD. FROM
 DF6221'SPRINGFIELD AT THE
 DF6221'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, PROCEED WEST ALONG
 DF6221'MAIN STREET
 DF6221'1.96 MILES TO THE INTERSECTION WITH W. NORTH STREET (U.S.40), THEN
 DF6221'CONTINUE WEST ALONG
 DF6221'NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER VALLEY PIKE, THEN
 DF6221'PROCEED NORTH ALONG
 DF6221'UPPER VALLEY PIKE APPROXIMATELY 2.1 MILES TO THE INTERSECTION AT
 DF6221'S.R.41, THEN CONTINUE
 DF6221'NORTHWEST ALONG S.R.41 APPROXIMATELY 13.70 MILES TO THE INTERSECTION
 DF6221'AT ALCONY-CONOVER
 DF6221'ROAD, THEN CONTINUE NORTH ALONG ALCONY-CONOVER ROAD APPROXIMATELY 2.41
 DF6221'MILES.  THE
 DF6221'STATION IS LOCATED TO THE WEST OF THE ROADWAY FROM THIS POINT.THE
 DF6221'STATION IS A 3.25 INCH
 DF6221'DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 163 1999, SET IN A
 DF6221'CONCRETE
 DF6221'MONUMENT AT GRADE. THE STATION IS REFERENCED 52.25 FEET NORTHWEST TO A
 DF6221'DPL POWER POLE
 DF6221'469247, 15.71 FEET EAST TO P.K. NAIL SET IN THE CENTER OF THE ROAD AND
 DF6221'29.11 FEET SOUTHEAST
 DF6221'TO A P.K. NAIL SET IN THE CENTER OF THE ROAD.
 DF6221' 
 DF6221' 
 DF6221' 
 DF6221'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6222 ***********************************************************************
 DF6222  DESIGNATION -  CLARK 164
 DF6222  PID         -  DF6222
 DF6222  STATE/COUNTY-  OH/CLARK
 DF6222  USGS QUAD   -  CHRISTIANSBURG (1984)
 DF6222
 DF6222                         *CURRENT SURVEY CONTROL
 DF6222  ___________________________________________________________________
 DF6222* NAD 83(1995)-  40 01 19.79832(N)    084 03 23.82222(W)     ADJUSTED  
 DF6222* NAVD 88     -       310.9    (meters)    1020.     (feet)  GPS OBS   
 DF6222  ___________________________________________________________________
 DF6222  X           -     506,476.838 (meters)                     COMP
 DF6222  Y           -  -4,865,045.395 (meters)                     COMP
 DF6222  Z           -   4,080,049.210 (meters)                     COMP
 DF6222  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 DF6222  ELLIP HEIGHT-         277.63  (meters)          (10/07/05) GPS OBS
 DF6222  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DF6222
 DF6222  HORZ ORDER  -  FIRST
 DF6222  ELLP ORDER  -  FOURTH    CLASS I
 DF6222
 DF6222.The horizontal coordinates were established by GPS observations
 DF6222.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6222
 DF6222.The orthometric height was determined by GPS observations and a
 DF6222.high-resolution geoid model.
 DF6222
 DF6222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6222
 DF6222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6222
 DF6222.The ellipsoidal height was determined by GPS observations
 DF6222.and is referenced to NAD 83.
 DF6222
 DF6222.The geoid height was determined by GEOID03.
 DF6222
 DF6222;                    North         East     Units Scale Factor Converg.
 DF6222;SPC OH S     -   225,639.452   467,124.310   MT  0.99999781   -0 59 15.7
 DF6222;UTM  16      - 4,434,368.557   751,184.324   MT  1.00037679   +1 53 37.8
 DF6222;UTM  17      - 4,434,694.290   239,150.820   MT  1.00043773   -1 58 00.4
 DF6222
 DF6222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6222!SPC OH S     -   0.99995645  x   0.99999781  =   0.99995426
 DF6222!UTM  16      -   0.99995645  x   1.00037679  =   1.00033322
 DF6222!UTM  17      -   0.99995645  x   1.00043773  =   1.00039416
 DF6222
 DF6222                          SUPERSEDED SURVEY CONTROL
 DF6222
 DF6222  ELLIP H (06/24/03)  277.70   (m)                       GP(       ) 4 1
 DF6222
 DF6222.Superseded values are not recommended for survey control.
 DF6222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6222.See file dsdata.txt to determine how the superseded data were derived.
 DF6222
 DF6222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK5118434369(NAD 83)
 DF6222_MARKER: DD = SURVEY DISK
 DF6222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6222_STAMPING: 164 1999
 DF6222_MARK LOGO: OH-023
 DF6222_PROJECTION: FLUSH
 DF6222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6222+STABILITY: SURFACE MOTION
 DF6222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6222+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6222
 DF6222  HISTORY     - Date     Condition        Report By
 DF6222  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6222  HISTORY     - 19990415 GOOD             ATLTEC
 DF6222
 DF6222                          STATION DESCRIPTION
 DF6222
 DF6222'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6222'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6222'THE STATION IS LOCATED IN MIAMI COUNTY, OHIO IN ELIZABETH TOWNSHIP,
 DF6222'SECTION 10,
 DF6222'APPROXIMATELY 19 MILES NORTHWESTOF THE CITY OF SPRINGFIELD. FROM
 DF6222'SPRINGFIELD, AT THE
 DF6222'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, PROCEED WEST ALONG
 DF6222'MAIN STREET 1.96
 DF6222'MILES TO THE INTERSECTION WITH W. NORTH STREET (U.S.40), THEN CONTINUE
 DF6222'WEST ALONG
 DF6222'NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER VALLEY PIKE, THEN
 DF6222'PROCEED NORTH ALONG
 DF6222'UPPER VALLEY PIKE APPROXIMATELY 2.1 MILES TO THE INTERSECTION AT
 DF6222'S.R.41, THEN CONTINUE
 DF6222'NORTHWEST ALONG S.R.41 APPROXIMATELY 13.70 MILES TO THE INTERSECTION
 DF6222'AT ALCONY-CONOVER
 DF6222'ROAD, THEN CONTINUE NORTH ALONG ALCONY-CONOVER ROAD APPROXIMATELY 0.74
 DF6222'MILES.  THE
 DF6222'STATION IS LOCATED TO THE WEST OF THE ROADWAY FROM THIS POINT. THE
 DF6222'STATION IS A 3.25 INCH
 DF6222'DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 164 1999, SET IN A
 DF6222'CONCRETE
 DF6222'MONUMENT AT GRADE.  THE STATION IS REFERENCED 16.64 FEET SOUTH TO A
 DF6222'POWER POLE (PIONEER
 DF6222'23446), 19.90 FEET EAST TO P.K. NAIL SET IN THE CENTER OF THE ROAD AND
 DF6222'33.21 FEET NORTHEAST
 DF6222'TO A P.K. NAIL SET IN THE CENTER OF THE ROAD.
 DF6222'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6223 ***********************************************************************
 DF6223  DESIGNATION -  CLARK 165
 DF6223  PID         -  DF6223
 DF6223  STATE/COUNTY-  OH/CLARK
 DF6223  USGS QUAD   -  NEW CARLISLE (1984)
 DF6223
 DF6223                         *CURRENT SURVEY CONTROL
 DF6223  ___________________________________________________________________
 DF6223* NAD 83(1995)-  39 59 39.51625(N)    084 02 48.60244(W)     ADJUSTED  
 DF6223* NAVD 88     -       290.2    (meters)     952.     (feet)  GPS OBS   
 DF6223  ___________________________________________________________________
 DF6223  X           -     507,512.136 (meters)                     COMP
 DF6223  Y           -  -4,866,920.885 (meters)                     COMP
 DF6223  Z           -   4,077,666.687 (meters)                     COMP
 DF6223  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 DF6223  ELLIP HEIGHT-         256.89  (meters)          (10/07/05) GPS OBS
 DF6223  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DF6223
 DF6223  HORZ ORDER  -  FIRST
 DF6223  ELLP ORDER  -  FOURTH    CLASS I
 DF6223
 DF6223.The horizontal coordinates were established by GPS observations
 DF6223.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6223
 DF6223.The orthometric height was determined by GPS observations and a
 DF6223.high-resolution geoid model.
 DF6223
 DF6223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6223
 DF6223.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6223
 DF6223.The ellipsoidal height was determined by GPS observations
 DF6223.and is referenced to NAD 83.
 DF6223
 DF6223.The geoid height was determined by GEOID03.
 DF6223
 DF6223;                    North         East     Units Scale Factor Converg.
 DF6223;SPC OH S     -   222,532.570   467,906.364   MT  0.99999251   -0 58 53.4
 DF6223;UTM  16      - 4,431,303.732   752,121.910   MT  1.00038261   +1 53 56.5
 DF6223;UTM  17      - 4,431,573.133   239,880.027   MT  1.00043305   -1 57 33.6
 DF6223
 DF6223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6223!SPC OH S     -   0.99995970  x   0.99999251  =   0.99995221
 DF6223!UTM  16      -   0.99995970  x   1.00038261  =   1.00034230
 DF6223!UTM  17      -   0.99995970  x   1.00043305  =   1.00039273
 DF6223
 DF6223:                Primary Azimuth Mark                     Grid Az
 DF6223:SPC OH S     -  CLARK 3                                  146 41 43.2
 DF6223:UTM  16      -  CLARK 3                                  143 48 53.3
 DF6223:UTM  17      -  CLARK 3                                  147 40 23.4
 DF6223
 DF6223|---------------------------------------------------------------------|
 DF6223| PID    Reference Object                     Distance      Geod. Az  |
 DF6223|                                                           dddmmss.s |
 DF6223| JZ3693 CLARK 3                             APPROX. 1.7 KM 1454249.8 |
 DF6223|---------------------------------------------------------------------|
 DF6223
 DF6223                          SUPERSEDED SURVEY CONTROL
 DF6223
 DF6223  ELLIP H (06/24/03)  256.95   (m)                       GP(       ) 4 1
 DF6223
 DF6223.Superseded values are not recommended for survey control.
 DF6223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6223.See file dsdata.txt to determine how the superseded data were derived.
 DF6223
 DF6223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5212231304(NAD 83)
 DF6223_MARKER: DD = SURVEY DISK
 DF6223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6223_STAMPING: 165 1999
 DF6223_MARK LOGO: OH-025
 DF6223_PROJECTION: FLUSH
 DF6223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6223+STABILITY: SURFACE MOTION
 DF6223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6223+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6223
 DF6223  HISTORY     - Date     Condition        Report By
 DF6223  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6223  HISTORY     - 19990415 GOOD             OH-023
 DF6223
 DF6223                          STATION DESCRIPTION
 DF6223
 DF6223'DESCRIBED BY CLARK COUNTY OHIO 1999 (SHK)
 DF6223'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6223'THE STATION IS LOCATED IN MIAMI COUNTY , OHIO IN ELIZABETH TOWNSHIP,
 DF6223'SECTION 2,
 DF6223'APPROXIMATELY 18 MILES NORTHWEST OF THE CITY  OF SPRINGFIELD. FROM
 DF6223'SPRINGFIELD, AT THE
 DF6223'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, PROCEED WEST ALONG
 DF6223'MAIN STREET
 DF6223'1.96 MILES TO THE INTERSECTION WITH W. NORTH STREET (U.S.40), THEN
 DF6223'CONTINUE WEST ALONG
 DF6223'NORTH  STREET APPROXIMATELY 0.63 MILES TO UPPER VALLEY PIKE, THEN
 DF6223'PROCEED NORTH  ALONG
 DF6223'UPPER VALLEY PIKE APPROXIMATELY 2.1  MILES TO THE INTERSECTION AT
 DF6223'S.R.41, THEN CONTINUE
 DF6223'NORTHWEST ALONG S.R.41 APPROXIMATELY 9.92 MILES TO THE INTERSECTION AT
 DF6223'S.R.235, THEN
 DF6223'CONTINUE SOUTH ALONG S.R.235 APPROXIMATELY 0.83 MILES TO THE
 DF6223'INTERSECTION AT MARQUART
 DF6223'ROAD, THEN CONTINUE WEST ALONG MARQUART ROAD 2.55 MILES TO THE
 DF6223'INTERSECTION AT
 DF6223'DAYTON/BRANDT ROAD, THEN CONTINUE SOUTH ALONG DAYTON/BRANDT ROAD
 DF6223'APPROXIMATELY 160
 DF6223'FEET. THE STATION IS LOCATED TO THE EAST OF THE ROADWAY FROM THIS
 DF6223'POINT.THE STATION IS A
 DF6223'3.25 INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 165 1999,
 DF6223'SET IN A CONCRETE
 DF6223'MONUMENT AT GRADE.  THE STATION IS REFERENCED 29.48 FEET NORTHWEST TO
 DF6223'A P.K.NAIL SET IN
 DF6223'THE CENTER OF THE ROADWAY, 15.86 FEET WEST TO P.K. NAIL SET IN THE
 DF6223'CENTER OF THE ROAD AND
 DF6223'34.37 FEET SOUTHWEST TO A P.K. NAIL SET IN THE CENTER OF THE ROAD.
 DF6223'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6224 ***********************************************************************
 DF6224  DESIGNATION -  CLARK 166
 DF6224  PID         -  DF6224
 DF6224  STATE/COUNTY-  OH/CLARK
 DF6224  USGS QUAD   -  THACKERY (1961)
 DF6224
 DF6224                         *CURRENT SURVEY CONTROL
 DF6224  ___________________________________________________________________
 DF6224* NAD 83(1995)-  40 02 39.42326(N)    083 58 16.87074(W)     ADJUSTED  
 DF6224* NAVD 88     -       354.6    (meters)    1163.     (feet)  GPS OBS   
 DF6224  ___________________________________________________________________
 DF6224  X           -     513,553.743 (meters)                     COMP
 DF6224  Y           -  -4,862,748.428 (meters)                     COMP
 DF6224  Z           -   4,081,957.717 (meters)                     COMP
 DF6224  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DF6224  ELLIP HEIGHT-         321.19  (meters)          (10/07/05) GPS OBS
 DF6224  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DF6224
 DF6224  HORZ ORDER  -  FIRST
 DF6224  ELLP ORDER  -  FOURTH    CLASS I
 DF6224
 DF6224.The horizontal coordinates were established by GPS observations
 DF6224.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6224
 DF6224.The orthometric height was determined by GPS observations and a
 DF6224.high-resolution geoid model.
 DF6224
 DF6224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6224
 DF6224.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6224
 DF6224.The ellipsoidal height was determined by GPS observations
 DF6224.and is referenced to NAD 83.
 DF6224
 DF6224.The geoid height was determined by GEOID03.
 DF6224
 DF6224;                    North         East     Units Scale Factor Converg.
 DF6224;SPC OH S     -   227,972.976   474,441.979   MT  1.00000218   -0 56 01.0
 DF6224;UTM  17      - 4,436,903.346   246,510.343   MT  1.00039111   -1 54 45.8
 DF6224;UTM  16      - 4,437,068.182   758,378.263   MT  1.00042192   +1 56 58.7
 DF6224
 DF6224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6224!SPC OH S     -   0.99994962  x   1.00000218  =   0.99995179
 DF6224!UTM  17      -   0.99994962  x   1.00039111  =   1.00034071
 DF6224!UTM  16      -   0.99994962  x   1.00042192  =   1.00037151
 DF6224
 DF6224                          SUPERSEDED SURVEY CONTROL
 DF6224
 DF6224  ELLIP H (06/24/03)  321.25   (m)                       GP(       ) 4 1
 DF6224
 DF6224.Superseded values are not recommended for survey control.
 DF6224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6224.See file dsdata.txt to determine how the superseded data were derived.
 DF6224
 DF6224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE4651036903(NAD 83)
 DF6224_MARKER: DD = SURVEY DISK
 DF6224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6224_STAMPING: 166 1999
 DF6224_MARK LOGO: OH-023
 DF6224_PROJECTION: FLUSH
 DF6224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6224+STABILITY: SURFACE MOTION
 DF6224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6224+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6224
 DF6224  HISTORY     - Date     Condition        Report By
 DF6224  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6224  HISTORY     - 19990415 GOOD             ATLTEC
 DF6224
 DF6224                          STATION DESCRIPTION
 DF6224
 DF6224'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6224'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6224'THE STATION IF LOCATED IN CHAMPAIGN COUNTY, OHIO IN JACKSON TOWNSHIP,
 DF6224'APPROXIMATELY
 DF6224'17.5 MILES NORTHWEST OF THE CITY OF SPRINGFIELD. FROM SPRINGFIELD, AT
 DF6224'THE INTERSECTION OF
 DF6224'MAIN STREET AND FOUNTAIN AVENUE, PROCEED WEST ALONG MAIN STREET 1.96
 DF6224'MILES TO THE
 DF6224'INTERSECTION WITH W. NORTH STREET (U.S.40), THEN CONTINUE WEST ALONG
 DF6224'NORTH STREET
 DF6224'APPROXIMATELY 0.63 MILES TO UPPER VALLEY PIKE, THEN PROCEED NORTH
 DF6224'ALONG UPPER VALLEY
 DF6224'PIKE APPROXIMATELY 2.1 MILES TO THE INTERSECTION AT SR.41, THEN
 DF6224'CONTINUE NORTHWEST
 DF6224'ALONG S.R.41 APPROXIMATELY 9.40 MILES TO THE INTERSECTION AT NEW
 DF6224'CARLISLE/ST. PARIS PIKE,
 DF6224'THEN CONTINUE NORTH ALONG NEW CARLISLE/ST. PARIS PIKE APPROXIMATELY
 DF6224'3.70 MILES TO THE
 DF6224'INTERSECTION AT COW PATH ROAD, THEN CONTINUE EAST ALONG COW PATH ROAD
 DF6224'0.18 MILES.
 DF6224'THE STATION IS LOCATED TO THE SOUTH OF THE ROADWAY FROM THIS POINT.THE
 DF6224'STATION IS A 3.25
 DF6224'INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 166 1999, SET
 DF6224'IN A CONCRETE
 DF6224'MONUMENT AT GRADE. THE STATION IS REFERENCED 36.88 FEET NORTHWEST TO A
 DF6224'P.K. NAIL SET IN
 DF6224'THE CENTER OF THE ROADWAY, 23.80 FEET NORTH TO P.K.NAIL SET IN THE
 DF6224'CENTER OF THE ROAD
 DF6224'AND 36.89 FEET NORTHEAST TO A P.K. NAIL SET IN THE CENTER OF THE ROAD.
 DF6224'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6225 ***********************************************************************
 DF6225  DESIGNATION -  CLARK 167
 DF6225  PID         -  DF6225
 DF6225  STATE/COUNTY-  OH/CLARK
 DF6225  USGS QUAD   -  THACKERY (1961)
 DF6225
 DF6225                         *CURRENT SURVEY CONTROL
 DF6225  ___________________________________________________________________
 DF6225* NAD 83(1995)-  40 01 04.11387(N)    083 58 46.16680(W)     ADJUSTED  
 DF6225* NAVD 88     -       340.7    (meters)    1118.     (feet)  GPS OBS   
 DF6225  ___________________________________________________________________
 DF6225  X           -     513,060.284 (meters)                     COMP
 DF6225  Y           -  -4,864,691.198 (meters)                     COMP
 DF6225  Z           -   4,079,697.808 (meters)                     COMP
 DF6225  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 DF6225  ELLIP HEIGHT-         307.31  (meters)          (10/07/05) GPS OBS
 DF6225  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DF6225
 DF6225  HORZ ORDER  -  FIRST
 DF6225  ELLP ORDER  -  FOURTH    CLASS I
 DF6225
 DF6225.The horizontal coordinates were established by GPS observations
 DF6225.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6225
 DF6225.The orthometric height was determined by GPS observations and a
 DF6225.high-resolution geoid model.
 DF6225
 DF6225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6225
 DF6225.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6225
 DF6225.The ellipsoidal height was determined by GPS observations
 DF6225.and is referenced to NAD 83.
 DF6225
 DF6225.The geoid height was determined by GEOID03.
 DF6225
 DF6225;                    North         East     Units Scale Factor Converg.
 DF6225;SPC OH S     -   225,045.079   473,699.439   MT  0.99999697   -0 56 19.6
 DF6225;UTM  17      - 4,433,987.411   245,717.592   MT  1.00039607   -1 55 00.9
 DF6225;UTM  16      - 4,434,105.402   757,783.659   MT  1.00041815   +1 56 36.0
 DF6225
 DF6225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6225!SPC OH S     -   0.99995179  x   0.99999697  =   0.99994876
 DF6225!UTM  17      -   0.99995179  x   1.00039607  =   1.00034784
 DF6225!UTM  16      -   0.99995179  x   1.00041815  =   1.00036992
 DF6225
 DF6225                          SUPERSEDED SURVEY CONTROL
 DF6225
 DF6225  ELLIP H (06/24/03)  307.37   (m)                       GP(       ) 4 1
 DF6225
 DF6225.Superseded values are not recommended for survey control.
 DF6225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6225.See file dsdata.txt to determine how the superseded data were derived.
 DF6225
 DF6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE4571833987(NAD 83)
 DF6225_MARKER: DD = SURVEY DISK
 DF6225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6225_STAMPING: 167 1999
 DF6225_MARK LOGO: OH-023
 DF6225_PROJECTION: FLUSH
 DF6225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6225+STABILITY: SURFACE MOTION
 DF6225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6225+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6225
 DF6225  HISTORY     - Date     Condition        Report By
 DF6225  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6225  HISTORY     - 19990415 GOOD             ATLTEC
 DF6225
 DF6225                          STATION DESCRIPTION
 DF6225
 DF6225'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6225'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6225'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PIKE TOWNSHIP, TOWN 3,
 DF6225'RANGE 10.SECTION 22,
 DF6225'APPPROXIMATELY 15 MILES NORTHWEST OF THE CITY OF SPRINGFIELD. FROM
 DF6225'SPRINGFIELD, AT THE
 DF6225'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, PROCEED WEST ALONG
 DF6225'MAIN STREET 1.96
 DF6225'MILES TO THE INTERSECTION WITH W. NORTH STREET (U.S.40) , THEN
 DF6225'CONTINUE WEST ALONG
 DF6225'NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER VALLEY PIKE, THEN
 DF6225'PROCEED NORTH ALONG
 DF6225'UPPER VALLEY PIKE APPROXIMATELY 2.1 MILES TO THE INTERSECTION AT
 DF6225'S.R.41, THEN CONTINUE
 DF6225'NORTHWEST ALONG S.R.41 APPROXIMATELY 8.39 MILES (PASSING THROUGH THE
 DF6225'VILLAGE OF NORTH
 DF6225'HAMPTON) TO THE INTERSECTION OF DETRICK/JORDAN PIKE, THEN CONTINUE
 DF6225'NORTH ALONG
 DF6225'DETRICK/JORDAN PIKE 1.01 MILES TO THE INTERSECTION  AT AYRES ROAD,
 DF6225'THEN CONTINUE WEST
 DF6225'ALONG AYRES ROAD 0.50 MILES TO THE INTERSECTION AT ANSBAUGH ROAD, THEN
 DF6225'CONTINUE NORTH
 DF6225'ALONG ANSBAUGH ROAD 0.72 MILES. THE STATION IS LOCATED TO THE WEST OF
 DF6225'THE ROADWAY
 DF6225'FROM THIS POINT.THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY
 DF6225'ENGINEER SURVEY DISK
 DF6225'STAMPED 167 1999, SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS
 DF6225'REFERENCED 92.79
 DF6225'FEET SOUTH TO A POWER POLE, 16.63 FEET EAST TO P.K. NAIL SET IN THE
 DF6225'CENTER OF THE ROAD AND
 DF6225'26.50 FEET NORTHEAST TO A P.K. NAIL SET IN THE CENTER OF THE ROAD.
 DF6225'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6226 ***********************************************************************
 DF6226  DESIGNATION -  CLARK 168
 DF6226  PID         -  DF6226
 DF6226  STATE/COUNTY-  OH/CLARK
 DF6226  USGS QUAD   -  DONNELSVILLE (1983)
 DF6226
 DF6226                         *CURRENT SURVEY CONTROL
 DF6226  ___________________________________________________________________
 DF6226* NAD 83(1995)-  39 59 30.32885(N)    083 59 29.43090(W)     ADJUSTED  
 DF6226* NAVD 88     -       327.3    (meters)    1074.     (feet)  GPS OBS   
 DF6226  ___________________________________________________________________
 DF6226  X           -     512,233.485 (meters)                     COMP
 DF6226  Y           -  -4,866,637.903 (meters)                     COMP
 DF6226  Z           -   4,077,473.390 (meters)                     COMP
 DF6226  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DF6226  ELLIP HEIGHT-         293.93  (meters)          (10/07/05) GPS OBS
 DF6226  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DF6226
 DF6226  HORZ ORDER  -  FIRST
 DF6226  ELLP ORDER  -  FOURTH    CLASS I
 DF6226
 DF6226.The horizontal coordinates were established by GPS observations
 DF6226.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6226
 DF6226.The orthometric height was determined by GPS observations and a
 DF6226.high-resolution geoid model.
 DF6226
 DF6226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6226
 DF6226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6226
 DF6226.The ellipsoidal height was determined by GPS observations
 DF6226.and is referenced to NAD 83.
 DF6226
 DF6226.The geoid height was determined by GEOID03.
 DF6226
 DF6226;                    North         East     Units Scale Factor Converg.
 DF6226;SPC OH S     -   222,169.758   472,625.824   MT  0.99999204   -0 56 47.0
 DF6226;UTM  17      - 4,431,129.670   244,594.617   MT  1.00040313   -1 55 25.0
 DF6226;UTM  16      - 4,431,178.514   756,855.556   MT  1.00041227   +1 56 04.4
 DF6226
 DF6226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6226!SPC OH S     -   0.99995389  x   0.99999204  =   0.99994593
 DF6226!UTM  17      -   0.99995389  x   1.00040313  =   1.00035700
 DF6226!UTM  16      -   0.99995389  x   1.00041227  =   1.00036614
 DF6226
 DF6226                          SUPERSEDED SURVEY CONTROL
 DF6226
 DF6226  ELLIP H (06/24/03)  293.99   (m)                       GP(       ) 4 1
 DF6226
 DF6226.Superseded values are not recommended for survey control.
 DF6226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6226.See file dsdata.txt to determine how the superseded data were derived.
 DF6226
 DF6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4459531130(NAD 83)
 DF6226_MARKER: DD = SURVEY DISK
 DF6226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6226_STAMPING: 168 1999
 DF6226_MARK LOGO: OH-023
 DF6226_PROJECTION: FLUSH
 DF6226_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6226+STABILITY: SURFACE MOTION
 DF6226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6226+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6226
 DF6226  HISTORY     - Date     Condition        Report By
 DF6226  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6226  HISTORY     - 19990415 GOOD             ATLTEC
 DF6226
 DF6226                          STATION DESCRIPTION
 DF6226
 DF6226'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6226'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6226'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PIKE TOWNSHIP, TOWN 3
 DF6226'RANGE 10, SECTION 20,
 DF6226'APPROXIMATELY 14 MILES NORTHWEST OF THE CITY OF SPRINGFIELD. FROM
 DF6226'SPRINGFIELD, AT THE
 DF6226'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, PROCEED WEST ALONG
 DF6226'MAIN STREET 1.96
 DF6226'MILES TO THE INTERSECTION WITH W. NORTH STREET(U.S. 40), THEN CONTINUE
 DF6226'WEST ALONG NORTH
 DF6226'STREET APPROXIMATELY 0.63 MILES TO UPPER VALLEY PIKE, THEN PROCEED
 DF6226'NORTH ALONG UPPER
 DF6226'VALLEY PIKE APPROXIMATELY 2.1 MILES TO THE INTERSECTION AT S.R. 42,
 DF6226'THEN CONTINUE NORTH-
 DF6226'WEST ALONG S.R. 41 APPROXIMATELY 9.40 MILES TO THE INTERSECTION AT NEW
 DF6226'CARLISLE/ST. PARIS
 DF6226'PIKE, THEN CONTINUE SOUTH ALONG NEW CARLISLE/ST. PARIS APPROXIMATELY
 DF6226'545 FEET. THE
 DF6226'STATION IS LOCATED TO THE EAST OF THE ROADWAY FROM THIS POINT.THE
 DF6226'STATION IS A 3.25 INCH
 DF6226'DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 168 1999, SET IN A
 DF6226'CONCRETE
 DF6226'MONUMENT AT GRADE. THE STATION IS REFERENCED 84.00 FEET NORTH TO A
 DF6226'POWER POLE 039 HP-31,
 DF6226'20.45 FEET WEST TO P.K. NAIL SET IN THE CENTER LINE OF THE ROAD AND
 DF6226'30.31 FEET SOUTHWEST TO
 DF6226'A P.K. NAIL SET IN THE CENTER OF THE ROAD.
 DF6226'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6227 ***********************************************************************
 DF6227  DESIGNATION -  CLARK 169
 DF6227  PID         -  DF6227
 DF6227  STATE/COUNTY-  OH/CLARK
 DF6227  USGS QUAD   -  THACKERY (1961)
 DF6227
 DF6227                         *CURRENT SURVEY CONTROL
 DF6227  ___________________________________________________________________
 DF6227* NAD 83(1995)-  39 59 59.98549(N)    083 57 09.61563(W)     ADJUSTED  
 DF6227* NAVD 88     -       337.2    (meters)    1106.     (feet)  GPS OBS   
 DF6227  ___________________________________________________________________
 DF6227  X           -     515,471.050 (meters)                     COMP
 DF6227  Y           -  -4,865,712.482 (meters)                     COMP
 DF6227  Z           -   4,078,180.553 (meters)                     COMP
 DF6227  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DF6227  ELLIP HEIGHT-         303.87  (meters)          (10/07/05) GPS OBS
 DF6227  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DF6227
 DF6227  HORZ ORDER  -  FIRST
 DF6227  ELLP ORDER  -  FOURTH    CLASS I
 DF6227
 DF6227.The horizontal coordinates were established by GPS observations
 DF6227.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6227
 DF6227.The orthometric height was determined by GPS observations and a
 DF6227.high-resolution geoid model.
 DF6227
 DF6227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6227
 DF6227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6227
 DF6227.The ellipsoidal height was determined by GPS observations
 DF6227.and is referenced to NAD 83.
 DF6227
 DF6227.The geoid height was determined by GEOID03.
 DF6227
 DF6227;                    North         East     Units Scale Factor Converg.
 DF6227;SPC OH S     -   223,030.260   475,956.960   MT  0.99999357   -0 55 18.3
 DF6227;UTM  17      - 4,431,933.557   247,941.282   MT  1.00038221   -1 53 56.2
 DF6227;UTM  16      - 4,432,205.815   760,140.638   MT  1.00043318   +1 57 35.6
 DF6227
 DF6227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6227!SPC OH S     -   0.99995233  x   0.99999357  =   0.99994590
 DF6227!UTM  17      -   0.99995233  x   1.00038221  =   1.00033452
 DF6227!UTM  16      -   0.99995233  x   1.00043318  =   1.00038549
 DF6227
 DF6227:                Primary Azimuth Mark                     Grid Az
 DF6227:SPC OH S     -  CLARK 170                                185 11 22.8
 DF6227:UTM  17      -  CLARK 170                                186 10 00.7
 DF6227:UTM  16      -  CLARK 170                                182 18 28.9
 DF6227
 DF6227|---------------------------------------------------------------------|
 DF6227| PID    Reference Object                     Distance      Geod. Az  |
 DF6227|                                                           dddmmss.s |
 DF6227| DF6228 CLARK 170                           APPROX. 1.3 KM 1841604.5 |
 DF6227| JY1794 CLARK 12 AZ MK                      APPROX. 1.0 KM 1943040.5 |
 DF6227|---------------------------------------------------------------------|
 DF6227
 DF6227                          SUPERSEDED SURVEY CONTROL
 DF6227
 DF6227  ELLIP H (06/24/03)  303.93   (m)                       GP(       ) 4 1
 DF6227
 DF6227.Superseded values are not recommended for survey control.
 DF6227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6227.See file dsdata.txt to determine how the superseded data were derived.
 DF6227
 DF6227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4794131934(NAD 83)
 DF6227_MARKER: DD = SURVEY DISK
 DF6227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6227_STAMPING: 169 1999
 DF6227_MARK LOGO: OH-023
 DF6227_PROJECTION: FLUSH
 DF6227_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6227+STABILITY: SURFACE MOTION
 DF6227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6227+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6227
 DF6227  HISTORY     - Date     Condition        Report By
 DF6227  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6227  HISTORY     - 19990415 GOOD             ATLTEC
 DF6227
 DF6227                          STATION DESCRIPTION
 DF6227
 DF6227'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6227'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6227'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PIKE TOWNSHIP,TOWN3,
 DF6227'RANGE10, SECTION 9,
 DF6227'APPROXIMATELY 12 MILES NORTHWEST OF SPRINGFIELD, OH. FROM SPRINGFIELD,
 DF6227'AT THE
 DF6227'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, TRAVEL WEST ALONG
 DF6227'MAIN STREET 1.96
 DF6227'MILES TO THE INTERSECTION WITH W. NORTH STREET (US40), THEN CONTINUE
 DF6227'WEST ALONG NORTH
 DF6227'STREET FOR 0.63 MILES TO UPPER VALLEY PIKE, THEN TRAVEL NORTH ALONG
 DF6227'UPPER VALLEY PIKE
 DF6227'FOR 2.1 MILES TO THE INTERSECTION AT SR 41, THEN CONTINUE NORTHWEST
 DF6227'ALONG SR 41 FOR 7.38
 DF6227'MILES(PASSING THROUGH THE VILLAGE OF NORTH HAMPTON) TO THE
 DF6227'INTERSECTION OF SPENCE
 DF6227'ROAD, THEN CONTINUE NORTH ALONG SPENCE ROAD FOR 0.61 MILES. THE
 DF6227'STATION IS LOCATED TO
 DF6227'THE EAST OF THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH
 DF6227'DIAMETER CLARK COUNTY
 DF6227'ENGINEER SURVEY DISK STAMPED 169 1999, SET IN A CONCRETE MONUMENT AT
 DF6227'GRADE. THE STATION
 DF6227'IS REFERENCED 64.95 FEET NORTHEAST TO THE CONCRETE BASE OF A GRAIN
 DF6227'SILO, 15.25 FEET WEST
 DF6227'TO A PK NAIL IN THE CENTER OF THE ROAD AND 64.63 FEET NORTHWEST TO  A
 DF6227'POWER POLE.
 DF6227'
 DF6227'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1801 ***********************************************************************
 JY1801  DESIGNATION -  CLARK 17
 JY1801  PID         -  JY1801
 JY1801  STATE/COUNTY-  OH/CLARK
 JY1801  USGS QUAD   -  YELLOW SPRINGS (1992)
 JY1801
 JY1801                         *CURRENT SURVEY CONTROL
 JY1801  ___________________________________________________________________
 JY1801* NAD 83(1995)-  39 50 40.11529(N)    083 57 11.16547(W)     ADJUSTED  
 JY1801* NAVD 88     -       306.5    (meters)    1006.     (feet)  GPS OBS   
 JY1801  ___________________________________________________________________
 JY1801  X           -     516,599.431 (meters)                     COMP
 JY1801  Y           -  -4,876,713.432 (meters)                     COMP
 JY1801  Z           -   4,064,917.350 (meters)                     COMP
 JY1801  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 JY1801  ELLIP HEIGHT-         273.27  (meters)          (10/07/05) GPS OBS
 JY1801  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JY1801
 JY1801  HORZ ORDER  -  FIRST
 JY1801  ELLP ORDER  -  FOURTH    CLASS I
 JY1801
 JY1801.The horizontal coordinates were established by GPS observations
 JY1801.and adjusted by the National Geodetic Survey in April 1998..
 JY1801
 JY1801.The orthometric height was determined by GPS observations and a
 JY1801.high-resolution geoid model.
 JY1801
 JY1801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1801
 JY1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1801
 JY1801.The ellipsoidal height was determined by GPS observations
 JY1801.and is referenced to NAD 83.
 JY1801
 JY1801.The geoid height was determined by GEOID03.
 JY1801
 JY1801;                    North         East     Units Scale Factor Converg.
 JY1801;SPC OH S     -   205,765.611   475,642.341   MT  0.99996809   -0 55 19.3
 JY1801;UTM  17      - 4,414,669.781   247,332.949   MT  1.00038602   -1 53 35.0
 JY1801;UTM  16      - 4,414,939.300   760,693.654   MT  1.00043676   +1 57 11.8
 JY1801
 JY1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1801!SPC OH S     -   0.99995713  x   0.99996809  =   0.99992522
 JY1801!UTM  17      -   0.99995713  x   1.00038602  =   1.00034313
 JY1801!UTM  16      -   0.99995713  x   1.00043676  =   1.00039387
 JY1801
 JY1801                          SUPERSEDED SURVEY CONTROL
 JY1801
 JY1801  ELLIP H (04/01/98)  273.34   (m)                       GP(       ) 4 1
 JY1801  NAD 83(1986)-  39 50 40.12226(N)    083 57 11.17211(W) AD(       ) 1
 JY1801
 JY1801.Superseded values are not recommended for survey control.
 JY1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1801.See file dsdata.txt to determine how the superseded data were derived.
 JY1801
 JY1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4733314670(NAD 83)
 JY1801_MARKER: DD = SURVEY DISK
 JY1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1801_SP_SET: CONCRETE POST
 JY1801_STAMPING: 17 1993
 JY1801_MARK LOGO: OH-023
 JY1801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1801+STABILITY: SURFACE MOTION
 JY1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1801+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1801
 JY1801  HISTORY     - Date     Condition        Report By
 JY1801  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1801
 JY1801                          STATION DESCRIPTION
 JY1801
 JY1801'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1801'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN  BETHEL TOWNSHIP ABOUT
 JY1801'2.0 MILES SOUTH OF THE VILLAGE OF ENON.
 JY1801'TO REACH THE STATION FROM THE INTERSECTION OF DAYTON ROAD AND
 JY1801'ENON-XENIA ROAD IN THE VILLAGE OF ENON, PROCEED SOUTH ALONG ENON-
 JY1801'XENIA ROAD 2.5 MILES TO THE STATION ON THE LEFT BEFORE THE COUNTY
 JY1801'LINE.
 JY1801'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1801'FLUSH WITH THE GROUND AND STAMPED 17 1993.
 JY1801'THE STATION IS 8.60 FEET NORTHEAST FROM A FENCE CORNER, 21.25 FEET
 JY1801'EAST FROM A PK NAIL IN THE CENTERLINE OF ENON-XENIA ROAD, AND 33.3
 JY1801'FEET SOUTHEAST FROM A NAIL IN THE EDGE OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6228 ***********************************************************************
 DF6228  DESIGNATION -  CLARK 170
 DF6228  PID         -  DF6228
 DF6228  STATE/COUNTY-  OH/CLARK
 DF6228  USGS QUAD   -  DONNELSVILLE (1983)
 DF6228
 DF6228                         *CURRENT SURVEY CONTROL
 DF6228  ___________________________________________________________________
 DF6228* NAD 83(1995)-  39 59 16.55283(N)    083 57 13.82939(W)     ADJUSTED  
 DF6228* NAVD 88     -       332.1    (meters)    1090.     (feet)  GPS OBS   
 DF6228  ___________________________________________________________________
 DF6228  X           -     515,461.922 (meters)                     COMP
 DF6228  Y           -  -4,866,575.295 (meters)                     COMP
 DF6228  Z           -   4,077,150.912 (meters)                     COMP
 DF6228  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DF6228  ELLIP HEIGHT-         298.71  (meters)          (10/07/05) GPS OBS
 DF6228  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DF6228
 DF6228  HORZ ORDER  -  FIRST
 DF6228  ELLP ORDER  -  FOURTH    CLASS I
 DF6228
 DF6228.The horizontal coordinates were established by GPS observations
 DF6228.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6228
 DF6228.The orthometric height was determined by GPS observations and a
 DF6228.high-resolution geoid model.
 DF6228
 DF6228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6228
 DF6228.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6228
 DF6228.The ellipsoidal height was determined by GPS observations
 DF6228.and is referenced to NAD 83.
 DF6228
 DF6228.The geoid height was determined by GEOID03.
 DF6228
 DF6228;                    North         East     Units Scale Factor Converg.
 DF6228;SPC OH S     -   221,692.462   475,835.454   MT  0.99999133   -0 55 21.0
 DF6228;UTM  17      - 4,430,597.504   247,796.927   MT  1.00038311   -1 53 57.2
 DF6228;UTM  16      - 4,430,863.009   760,086.511   MT  1.00043284   +1 57 31.1
 DF6228
 DF6228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6228!SPC OH S     -   0.99995314  x   0.99999133  =   0.99994447
 DF6228!UTM  17      -   0.99995314  x   1.00038311  =   1.00033623
 DF6228!UTM  16      -   0.99995314  x   1.00043284  =   1.00038596
 DF6228
 DF6228:                Primary Azimuth Mark                     Grid Az
 DF6228:SPC OH S     -  CLARK 169                                005 11 22.8
 DF6228:UTM  17      -  CLARK 169                                006 09 59.0
 DF6228:UTM  16      -  CLARK 169                                002 18 30.7
 DF6228
 DF6228|---------------------------------------------------------------------|
 DF6228| PID    Reference Object                     Distance      Geod. Az  |
 DF6228|                                                           dddmmss.s |
 DF6228| DF6227 CLARK 169                           APPROX. 1.3 KM 0041601.8 |
 DF6228|---------------------------------------------------------------------|
 DF6228
 DF6228                          SUPERSEDED SURVEY CONTROL
 DF6228
 DF6228  ELLIP H (06/24/03)  298.77   (m)                       GP(       ) 4 1
 DF6228
 DF6228.Superseded values are not recommended for survey control.
 DF6228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6228.See file dsdata.txt to determine how the superseded data were derived.
 DF6228
 DF6228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4779730598(NAD 83)
 DF6228_MARKER: DD = SURVEY DISK
 DF6228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6228_STAMPING: 170 1999
 DF6228_MARK LOGO: OH-023
 DF6228_PROJECTION: FLUSH
 DF6228_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6228+STABILITY: SURFACE MOTION
 DF6228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6228+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6228
 DF6228  HISTORY     - Date     Condition        Report By
 DF6228  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6228  HISTORY     - 19990415 GOOD             ATLTEC
 DF6228
 DF6228                          STATION DESCRIPTION
 DF6228
 DF6228'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6228'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6228'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PIKE TOWNSHIP, TOWN 3,
 DF6228'RANGE 10, SECTION 8,
 DF6228'APPROXIMATELY 12 MILES NORTHWEST OF THE CITY OF SPRINGFIELD. FROM
 DF6228'SPRINGFIELD AT THE
 DF6228'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, PROCEED WEST ALONG
 DF6228'MAIN STREET 1.96
 DF6228'MILES TO THE INTERSECTION WITH W. NORTH STREET (U.S. 40), THEN
 DF6228'CONTINUE WEST ALONG
 DF6228'NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER VALLEY PIKE, THEN
 DF6228'PROCEED NORTH ALONG
 DF6228'UPPER VALLEY PIKE APPROXIMATELY 2.1 MILES TO THE INTERSECTION AT S.R.
 DF6228'41, THEN CONTINUE
 DF6228'NORTHWEST ALONG S.R. 41 APPROXIMATELY 7.38 MILES TO THE INTERSECTION
 DF6228'OF SPENCE ROAD,
 DF6228'THEN CONTINUE SOUTH ALONG SPENCE ROAD APPROXIMATELY 0.22 MILES. THE
 DF6228'STATION IS LOCATED
 DF6228'TO THE EAST OF THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH
 DF6228'DIAMETERCLARK
 DF6228'COUNTY ENGINEER SURVEY DISK STAMPED 170 1999, SET IN A CONCRETE
 DF6228'MONUMENT AT GRADE. THE
 DF6228'STATION IS REFERENCED 27.90 FEET NORTH TO A POWER POLE 139 HM 19,
 DF6228'15.91 FEET WEST TO A P.K.
 DF6228'NAIL SET IN THE CENTER OF THE ROADWAY AND 35.91 FEET SOUTHWEST TO A
 DF6228'P.K. NAIL SET IN THE
 DF6228'CENTER OF THE ROADWAY.
 DF6228'
 DF6228'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6229 ***********************************************************************
 DF6229  DESIGNATION -  CLARK 171
 DF6229  PID         -  DF6229
 DF6229  STATE/COUNTY-  OH/CLARK
 DF6229  USGS QUAD   -  DONNELSVILLE (1983)
 DF6229
 DF6229                         *CURRENT SURVEY CONTROL
 DF6229  ___________________________________________________________________
 DF6229* NAD 83(1995)-  39 58 26.95791(N)    083 57 19.37403(W)     ADJUSTED  
 DF6229* NAVD 88     -       325.8    (meters)    1069.     (feet)  GPS OBS   
 DF6229  ___________________________________________________________________
 DF6229  X           -     515,434.102 (meters)                     COMP
 DF6229  Y           -  -4,867,561.843 (meters)                     COMP
 DF6229  Z           -   4,075,974.757 (meters)                     COMP
 DF6229  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DF6229  ELLIP HEIGHT-         292.49  (meters)          (10/07/05) GPS OBS
 DF6229  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DF6229
 DF6229  HORZ ORDER  -  FIRST
 DF6229  ELLP ORDER  -  FOURTH    CLASS I
 DF6229
 DF6229.The horizontal coordinates were established by GPS observations
 DF6229.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6229
 DF6229.The orthometric height was determined by GPS observations and a
 DF6229.high-resolution geoid model.
 DF6229
 DF6229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6229
 DF6229.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6229
 DF6229.The ellipsoidal height was determined by GPS observations
 DF6229.and is referenced to NAD 83.
 DF6229
 DF6229.The geoid height was determined by GEOID03.
 DF6229
 DF6229;                    North         East     Units Scale Factor Converg.
 DF6229;SPC OH S     -   220,165.146   475,679.275   MT  0.99998883   -0 55 24.5
 DF6229;UTM  17      - 4,429,072.471   247,614.671   MT  1.00038425   -1 53 58.8
 DF6229;UTM  16      - 4,429,329.095   760,007.255   MT  1.00043234   +1 57 25.5
 DF6229
 DF6229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6229!SPC OH S     -   0.99995412  x   0.99998883  =   0.99994295
 DF6229!UTM  17      -   0.99995412  x   1.00038425  =   1.00033835
 DF6229!UTM  16      -   0.99995412  x   1.00043234  =   1.00038644
 DF6229
 DF6229:                Primary Azimuth Mark                     Grid Az
 DF6229:SPC OH S     -  CLARK 170                                005 50 19.1
 DF6229:UTM  17      -  CLARK 170                                006 48 53.4
 DF6229:UTM  16      -  CLARK 170                                002 57 29.1
 DF6229
 DF6229|---------------------------------------------------------------------|
 DF6229| PID    Reference Object                     Distance      Geod. Az  |
 DF6229|                                                           dddmmss.s |
 DF6229| DF6228 CLARK 170                           APPROX. 1.5 KM 0045454.6 |
 DF6229|---------------------------------------------------------------------|
 DF6229
 DF6229                          SUPERSEDED SURVEY CONTROL
 DF6229
 DF6229  ELLIP H (06/24/03)  292.54   (m)                       GP(       ) 4 1
 DF6229
 DF6229.Superseded values are not recommended for survey control.
 DF6229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6229.See file dsdata.txt to determine how the superseded data were derived.
 DF6229
 DF6229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4761529072(NAD 83)
 DF6229_MARKER: DD = SURVEY DISK
 DF6229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6229_STAMPING: 171 1999
 DF6229_MARK LOGO: OH-023
 DF6229_PROJECTION: FLUSH
 DF6229_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6229+STABILITY: SURFACE MOTION
 DF6229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6229+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6229
 DF6229  HISTORY     - Date     Condition        Report By
 DF6229  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6229  HISTORY     - 19990415 GOOD             ATLTEC
 DF6229
 DF6229                          STATION DESCRIPTION
 DF6229
 DF6229'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6229'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6229'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PIKE TOWNSHIP, TOWN 3,
 DF6229'RANGE 10, SECTION 7,
 DF6229'APPROXIMATELY 12 MILES NORTHWEST OF THE CITY OF SPRINGFIELD. FROM
 DF6229'SPRINGFIELD AT THE
 DF6229'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, PROCEED WEST ALONG
 DF6229'MAIN STREET 1.96
 DF6229'MILES TO THE INTERSECTION WITH W. NORTH STREET (U.S. 40), THEN
 DF6229'CONTINUE WEST ALONG
 DF6229'NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER VALLEY PIKE, THEN
 DF6229'PROCEED NORTH ALONG
 DF6229'UPPER VALLEY PIKE APPROXIMATELY 2.1 MILES TO THE INTERSECTION AT S.R.
 DF6229'41, THEN CONTINUE
 DF6229'NORTHWEST ALONG S.R. 41 APPROXIMATELY 7.38 MILES TO THE INTERSECTION
 DF6229'OF SPENCE ROAD,
 DF6229'THEN CONTINUE SOUTH ALONG SPENCE ROAD APPROXIMATELY 1.17 MILES. THE
 DF6229'STATION IS LOCATED
 DF6229'TO THE WEST OF THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH
 DF6229'DIAMETER CLARK
 DF6229'COUNTY ENGINEER SURVEY DISK STAMPED 171 1999, SET IN TOP OF A CONCRETE
 DF6229'MONUMENT AT
 DF6229'GRADE. THE STATION IS REFERENCED 8.24 FEET SOUTH TO A TELEPHONE POLE
 DF6229'33 3056, 18.92 FEET
 DF6229'EAST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY AND 69.93 FEET
 DF6229'SOUTHEAST TO A POWER
 DF6229'POLE 140HM/2 40.
 DF6229'
 DF6229'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6230 ***********************************************************************
 DF6230  DESIGNATION -  CLARK 172
 DF6230  PID         -  DF6230
 DF6230  STATE/COUNTY-  OH/CLARK
 DF6230  USGS QUAD   -  THACKERY (1961)
 DF6230
 DF6230                         *CURRENT SURVEY CONTROL
 DF6230  ___________________________________________________________________
 DF6230* NAD 83(1995)-  40 02 17.92347(N)    083 54 39.49119(W)     ADJUSTED  
 DF6230* NAVD 88     -       344.7    (meters)    1131.     (feet)  GPS OBS   
 DF6230  ___________________________________________________________________
 DF6230  X           -     518,722.687 (meters)                     COMP
 DF6230  Y           -  -4,862,621.176 (meters)                     COMP
 DF6230  Z           -   4,081,443.636 (meters)                     COMP
 DF6230  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DF6230  ELLIP HEIGHT-         311.27  (meters)          (10/07/05) GPS OBS
 DF6230  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DF6230
 DF6230  HORZ ORDER  -  FIRST
 DF6230  ELLP ORDER  -  FOURTH    CLASS I
 DF6230
 DF6230.The horizontal coordinates were established by GPS observations
 DF6230.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6230
 DF6230.The orthometric height was determined by GPS observations and a
 DF6230.high-resolution geoid model.
 DF6230
 DF6230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6230
 DF6230.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6230
 DF6230.The ellipsoidal height was determined by GPS observations
 DF6230.and is referenced to NAD 83.
 DF6230
 DF6230.The geoid height was determined by GEOID03.
 DF6230
 DF6230;                    North         East     Units Scale Factor Converg.
 DF6230;SPC OH S     -   227,227.694   479,583.995   MT  1.00000099   -0 53 43.0
 DF6230;UTM  17      - 4,436,070.033   251,640.795   MT  1.00035941   -1 52 24.9
 DF6230
 DF6230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6230!SPC OH S     -   0.99995117  x   1.00000099  =   0.99995216
 DF6230!UTM  17      -   0.99995117  x   1.00035941  =   1.00031056
 DF6230
 DF6230                          SUPERSEDED SURVEY CONTROL
 DF6230
 DF6230  ELLIP H (06/24/03)  311.33   (m)                       GP(       ) 4 1
 DF6230
 DF6230.Superseded values are not recommended for survey control.
 DF6230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6230.See file dsdata.txt to determine how the superseded data were derived.
 DF6230
 DF6230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE5164136070(NAD 83)
 DF6230_MARKER: DD = SURVEY DISK
 DF6230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6230_STAMPING: 172 1999
 DF6230_MARK LOGO: OH-023
 DF6230_PROJECTION: FLUSH
 DF6230_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6230+STABILITY: SURFACE MOTION
 DF6230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6230+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6230
 DF6230  HISTORY     - Date     Condition        Report By
 DF6230  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6230  HISTORY     - 19990415 GOOD             ATLTEC
 DF6230
 DF6230                          STATION DESCRIPTION
 DF6230
 DF6230'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6230'DESCRIBED BY THE CLARK COUNTY OHIO ENGINEER 1999
 DF6230'THE STATION IS LOCATED IN CHAMPAIGN COUNTY, OHIO IN MAD RIVER
 DF6230'TOWNSHIP, APPROXIMATELY
 DF6230'12.5 MILES NORTHWEST OF THE CITY OF SPRINGFIELD. FROM SPRINGFIELD AT
 DF6230'THE INTERSECTION OF
 DF6230'MAIN STREET AND FOUNTAIN AVENUE, PROCEED WEST ALONG MAIN STREET 1.96
 DF6230'MILES TO THE
 DF6230'INTERSECTION WITH W. NORTH STREET (U.S.40), THEN CONTINUE WEST ALONG
 DF6230'NORTH STREET
 DF6230'APPROXIMATELY 0.63 MILES TO UPPER VALLEY PIKE, THEN PROCEED NORTH
 DF6230'ALONG UPPER VALLEY
 DF6230'PIKE APPROXIMATELY 2.1 MILES TO THE INTERSECTION AT S.R.41, THEN
 DF6230'CONTINUE NORTHWEST
 DF6230'ALONG S.R.41 APPROXIMATELY 3.39 MILES TO THE INTERSECTION OF
 DF6230'BALLENTINE PIKE, THEN
 DF6230'CONTINUE NORTH ALONG BALLENTINE PIKE APPROXIMATELY 3.52 MILES TO THE
 DF6230'INTERSECTION AT
 DF6230'ZERKLE ROAD, THEN CONTINUE NORTH ALONG ZERKLE ROAD APPROXIMATELY 0.84
 DF6230'MILES TO THE
 DF6230'INTERSECTION AT COFFIN STATION, THEN PROCEED NORTH ALONG COFFIN
 DF6230'STATION APPROXIMATELY
 DF6230'0.12 MILES. THE STATION IS LOCATED TO THE WEST OF THE ROADWAY FROM
 DF6230'THIS POINT. THE
 DF6230'STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK
 DF6230'STAMPED 172 1999, SET IN
 DF6230'A  CONCRETE MONUMENT AT GRADE. THE STATION IS REFERENCED 33.00 FEET
 DF6230'NORTHEAST TO A P.K.
 DF6230'NAIL SET IN THE CENTER OF THE ROADWAY, 48.05 FEET EAST TO A POWER POLE
 DF6230'135 HK-10 AND 29.95
 DF6230'FEET SOUTHEAST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6230'
 DF6230'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6231 ***********************************************************************
 DF6231  DESIGNATION -  CLARK 173
 DF6231  PID         -  DF6231
 DF6231  STATE/COUNTY-  OH/CLARK
 DF6231  USGS QUAD   -  THACKERY (1961)
 DF6231
 DF6231                         *CURRENT SURVEY CONTROL
 DF6231  ___________________________________________________________________
 DF6231* NAD 83(1995)-  40 00 47.02632(N)    083 53 58.66176(W)     ADJUSTED  
 DF6231* NAVD 88     -       350.4    (meters)    1150.     (feet)  GPS OBS   
 DF6231  ___________________________________________________________________
 DF6231  X           -     519,877.306 (meters)                     COMP
 DF6231  Y           -  -4,864,315.722 (meters)                     COMP
 DF6231  Z           -   4,079,300.406 (meters)                     COMP
 DF6231  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DF6231  ELLIP HEIGHT-         317.04  (meters)          (10/07/05) GPS OBS
 DF6231  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DF6231
 DF6231  HORZ ORDER  -  FIRST
 DF6231  ELLP ORDER  -  FOURTH    CLASS I
 DF6231
 DF6231.The horizontal coordinates were established by GPS observations
 DF6231.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6231
 DF6231.The orthometric height was determined by GPS observations and a
 DF6231.high-resolution geoid model.
 DF6231
 DF6231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6231
 DF6231.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6231
 DF6231.The ellipsoidal height was determined by GPS observations
 DF6231.and is referenced to NAD 83.
 DF6231
 DF6231.The geoid height was determined by GEOID03.
 DF6231
 DF6231;                    North         East     Units Scale Factor Converg.
 DF6231;SPC OH S     -   224,409.423   480,508.378   MT  0.99999605   -0 53 17.1
 DF6231;UTM  17      - 4,433,235.382   252,517.267   MT  1.00035406   -1 51 55.1
 DF6231
 DF6231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6231!SPC OH S     -   0.99995027  x   0.99999605  =   0.99994632
 DF6231!UTM  17      -   0.99995027  x   1.00035406  =   1.00030431
 DF6231
 DF6231                          SUPERSEDED SURVEY CONTROL
 DF6231
 DF6231  ELLIP H (06/24/03)  317.10   (m)                       GP(       ) 4 1
 DF6231
 DF6231.Superseded values are not recommended for survey control.
 DF6231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6231.See file dsdata.txt to determine how the superseded data were derived.
 DF6231
 DF6231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE5251733235(NAD 83)
 DF6231_MARKER: DD = SURVEY DISK
 DF6231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6231_STAMPING: 173 1999
 DF6231_MARK LOGO: OH-023
 DF6231_PROJECTION: FLUSH
 DF6231_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6231+STABILITY: SURFACE MOTION
 DF6231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6231+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6231
 DF6231  HISTORY     - Date     Condition        Report By
 DF6231  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6231  HISTORY     - 19990415 GOOD             ATLTEC
 DF6231
 DF6231                          STATION DESCRIPTION
 DF6231
 DF6231'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6231'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6231'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN
 DF6231'4, RANGE 10,
 DF6231'SECTION 28, APPROXIMATELY 10.5 MILES NORTHWEST OF THE CITY OF
 DF6231'SPRINGFIELD. FROM
 DF6231'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6231'PROCEED WEST
 DF6231'ALONG MAIN STREET 1.96 MILES TO THE INTERSECTION WITH W. NORTH
 DF6231'STREET(U.S.40), THEN CON-
 DF6231'TINUE WEST ALONG NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER VALLEY
 DF6231'PIKE, THEN
 DF6231'PROCEED NORTH ALONG UPPER VALLEY PIKE APPROXIMATELY 2.1 MILES TO THE
 DF6231'INTERSECTION AT
 DF6231'S.R. 41, THEN CONTINUE NORTHWEST ALONG S.R. 41 APPROXIMATELY 3.39
 DF6231'MILES TO THE
 DF6231'INTERSECTION OF BALLENTINE PIKE, THEN CONTINUE NORTH ALONG BALLENTINE
 DF6231'PIKE
 DF6231'APPROXIMATELY 2.57 MILES. THE STATION IS LOCATED TO THE NORTH OF THE
 DF6231'ROADWAY FROM THIS
 DF6231'POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER
 DF6231'SURVEY DISK STAMPED 173
 DF6231'1999, SET IN TOP OF A CONCRETE MONUMENT AT GRADE. THE STATION IS
 DF6231'REFERENCED 25.14 FEET
 DF6231'NORTHEAST TO A POWER POLE 137 HK 53, 52.79 FEET SOUTHWEST TO A POWER
 DF6231'POLE 137 HK 33
 DF6231'AND 32.28 FEET WEST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6231' 
 DF6231'
 DF6231'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6232 ***********************************************************************
 DF6232  DESIGNATION -  CLARK 174
 DF6232  PID         -  DF6232
 DF6232  STATE/COUNTY-  OH/CLARK
 DF6232  USGS QUAD   -  DONNELSVILLE (1983)
 DF6232
 DF6232                         *CURRENT SURVEY CONTROL
 DF6232  ___________________________________________________________________
 DF6232* NAD 83(1995)-  39 59 54.45876(N)    083 54 54.57971(W)     ADJUSTED  
 DF6232* NAVD 88     -       341.5    (meters)    1120.     (feet)  GPS OBS   
 DF6232  ___________________________________________________________________
 DF6232  X           -     518,668.350 (meters)                     COMP
 DF6232  Y           -  -4,865,486.183 (meters)                     COMP
 DF6232  Z           -   4,078,052.710 (meters)                     COMP
 DF6232  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DF6232  ELLIP HEIGHT-         308.14  (meters)          (10/07/05) GPS OBS
 DF6232  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 DF6232
 DF6232  HORZ ORDER  -  FIRST
 DF6232  ELLP ORDER  -  FOURTH    CLASS I
 DF6232
 DF6232.The horizontal coordinates were established by GPS observations
 DF6232.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6232
 DF6232.The orthometric height was determined by GPS observations and a
 DF6232.high-resolution geoid model.
 DF6232
 DF6232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6232
 DF6232.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6232
 DF6232.The ellipsoidal height was determined by GPS observations
 DF6232.and is referenced to NAD 83.
 DF6232
 DF6232.The geoid height was determined by GEOID03.
 DF6232
 DF6232;                    North         East     Units Scale Factor Converg.
 DF6232;SPC OH S     -   222,808.959   479,156.986   MT  0.99999329   -0 53 52.6
 DF6232;UTM  17      - 4,431,657.620   251,138.280   MT  1.00036249   -1 52 29.0
 DF6232
 DF6232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6232!SPC OH S     -   0.99995166  x   0.99999329  =   0.99994495
 DF6232!UTM  17      -   0.99995166  x   1.00036249  =   1.00031413
 DF6232
 DF6232:                Primary Azimuth Mark                     Grid Az
 DF6232:SPC OH S     -  CLARK 175                                213 11 39.5
 DF6232:UTM  17      -  CLARK 175                                214 10 15.9
 DF6232
 DF6232|---------------------------------------------------------------------|
 DF6232| PID    Reference Object                     Distance      Geod. Az  |
 DF6232|                                                           dddmmss.s |
 DF6232| DF6233 CLARK 175                           APPROX. 1.7 KM 2121746.9 |
 DF6232|---------------------------------------------------------------------|
 DF6232
 DF6232                          SUPERSEDED SURVEY CONTROL
 DF6232
 DF6232  ELLIP H (06/24/03)  308.20   (m)                       GP(       ) 4 1
 DF6232
 DF6232.Superseded values are not recommended for survey control.
 DF6232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6232.See file dsdata.txt to determine how the superseded data were derived.
 DF6232
 DF6232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5113831658(NAD 83)
 DF6232_MARKER: DD = SURVEY DISK
 DF6232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6232_STAMPING: 174 1999
 DF6232_MARK LOGO: OH-023
 DF6232_PROJECTION: FLUSH
 DF6232_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6232+STABILITY: SURFACE MOTION
 DF6232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6232+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6232
 DF6232  HISTORY     - Date     Condition        Report By
 DF6232  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6232  HISTORY     - 19990415 GOOD             ATLTEC
 DF6232
 DF6232                          STATION DESCRIPTION
 DF6232
 DF6232'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6232'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6232'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN
 DF6232'4, RANGE 10,
 DF6232'SECTION 33, APPROXIMATELY 10.5 MILES NORTHWEST OF THE CITY OF
 DF6232'SPRINGFIELD. FROM
 DF6232'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6232'PROCEED WEST
 DF6232'ALONG MAIN STREET 1.96 MILES TO THE INTERSECTION WITH W. NORTH
 DF6232'STREET(U.S.40), THEN CON-
 DF6232'TINUE WEST ALONG NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER VALLEY
 DF6232'PIKE, THEN
 DF6232'PROCEED NORTH ALONG UPPER VALLEY PIKE APPROXIMATELY 2.1 MILES TO THE
 DF6232'INTERSECTION AT
 DF6232'S.R. 41, THEN CONTINUE NORTHWEST ALONG S.R.41 APPROXIMATELY 5.41 MILES
 DF6232'TO THE
 DF6232'INTERSECTION OF PENNY PIKE, THEN CONTINUE NORTH ALONG PENNY PIKE
 DF6232'APPROXIMATELY 0.65
 DF6232'MILES. THE STATION IS LOCATED TO THE EAST OF THE ROADWAY FROM THIS
 DF6232'POINT THE STATION IS A
 DF6232'3.25 INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 174 1999,
 DF6232'SET IN TOP OF A
 DF6232'CONCRETE MONUMENT AT GRADE. THE STATION IS REFERENCED 22.14 FEET
 DF6232'SOUTHEAST TO A
 DF6232'POWER POLE 138 HK 27, 50.96 FEET SOUTHWEST TO A POWER POLE 138 HK 26
 DF6232'AND 34.08 FEET
 DF6232'NORTHWEST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6232'
 DF6232'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6233 ***********************************************************************
 DF6233  DESIGNATION -  CLARK 175
 DF6233  PID         -  DF6233
 DF6233  STATE/COUNTY-  OH/CLARK
 DF6233  USGS QUAD   -  DONNELSVILLE (1983)
 DF6233
 DF6233                         *CURRENT SURVEY CONTROL
 DF6233  ___________________________________________________________________
 DF6233* NAD 83(1995)-  39 59 07.88168(N)    083 55 32.85081(W)     ADJUSTED  
 DF6233* NAVD 88     -       333.2    (meters)    1093.     (feet)  GPS OBS   
 DF6233  ___________________________________________________________________
 DF6233  X           -     517,862.605 (meters)                     COMP
 DF6233  Y           -  -4,866,494.091 (meters)                     COMP
 DF6233  Z           -   4,076,946.683 (meters)                     COMP
 DF6233  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DF6233  ELLIP HEIGHT-         299.79  (meters)          (10/07/05) GPS OBS
 DF6233  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DF6233
 DF6233  HORZ ORDER  -  FIRST
 DF6233  ELLP ORDER  -  FOURTH    CLASS I
 DF6233
 DF6233.The horizontal coordinates were established by GPS observations
 DF6233.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6233
 DF6233.The orthometric height was determined by GPS observations and a
 DF6233.high-resolution geoid model.
 DF6233
 DF6233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6233
 DF6233.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6233
 DF6233.The ellipsoidal height was determined by GPS observations
 DF6233.and is referenced to NAD 83.
 DF6233
 DF6233.The geoid height was determined by GEOID03.
 DF6233
 DF6233;                    North         East     Units Scale Factor Converg.
 DF6233;SPC OH S     -   221,386.857   478,226.592   MT  0.99999089   -0 54 16.9
 DF6233;UTM  17      - 4,430,251.057   250,183.427   MT  1.00036836   -1 52 51.8
 DF6233;UTM  16      - 4,430,677.898   762,491.068   MT  1.00044831   +1 58 35.7
 DF6233
 DF6233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6233!SPC OH S     -   0.99995297  x   0.99999089  =   0.99994386
 DF6233!UTM  17      -   0.99995297  x   1.00036836  =   1.00032131
 DF6233!UTM  16      -   0.99995297  x   1.00044831  =   1.00040126
 DF6233
 DF6233:                Primary Azimuth Mark                     Grid Az
 DF6233:SPC OH S     -  CLARK 174                                033 11 39.2
 DF6233:UTM  17      -  CLARK 174                                034 10 14.1
 DF6233:UTM  16      -  CLARK 174                                030 18 46.6
 DF6233
 DF6233|---------------------------------------------------------------------|
 DF6233| PID    Reference Object                     Distance      Geod. Az  |
 DF6233|                                                           dddmmss.s |
 DF6233| DF6232 CLARK 174                           APPROX. 1.7 KM 0321722.3 |
 DF6233|---------------------------------------------------------------------|
 DF6233
 DF6233                          SUPERSEDED SURVEY CONTROL
 DF6233
 DF6233  ELLIP H (06/24/03)  299.84   (m)                       GP(       ) 4 1
 DF6233
 DF6233.Superseded values are not recommended for survey control.
 DF6233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6233.See file dsdata.txt to determine how the superseded data were derived.
 DF6233
 DF6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5018330251(NAD 83)
 DF6233_MARKER: DD = SURVEY DISK
 DF6233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6233_STAMPING: 175 1999
 DF6233_MARK LOGO: OH-023
 DF6233_PROJECTION: FLUSH
 DF6233_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6233+STABILITY: SURFACE MOTION
 DF6233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6233+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6233
 DF6233  HISTORY     - Date     Condition        Report By
 DF6233  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6233  HISTORY     - 19990415 GOOD             ATLTEC
 DF6233
 DF6233                          STATION DESCRIPTION
 DF6233
 DF6233'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6233'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6233'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PIKE TOWNSHIP, TOWN 3,
 DF6233'RANGE 10, SECTION 2,
 DF6233'APPROXIMATELY 10.5 MILES NORTHWEST OF THE CITY OF SPRINGFIELD. FROM
 DF6233'SPRINGFIELD AT THE
 DF6233'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, PROCEED WEST ALONG
 DF6233'MAIN STREET 1.96
 DF6233'MILES TO THE INTERSECTION WITH W. NORTH STREET(U.S.40), THEN CONTINUE
 DF6233'WEST ALONG NORTH
 DF6233'STREET APPROXIMATELY 0.63 MILES TO UPPER VALLEY PIKE, THEN PROCEED
 DF6233'NORTH ALONG UPPER
 DF6233'VALLEY PIKE APPROXIMATELY 2.1 MILES TO THE INTERSECTION AT S.R.41,
 DF6233'THEN CONTINUE NORTH-
 DF6233'WEST ALONG S.R.41 APPROXIMATELY 5.88 MILES TO THE INTERSECTION OF
 DF6233'FOLK/REAM ROAD, THEN
 DF6233'CONTINUE SOUTH ALONG FOLK/REAM ROAD APPROXIMATELY 0.27 MILES. THE
 DF6233'STATION IS LOCATED TO
 DF6233'THE EAST OF THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH
 DF6233'DIAMETER CLARK COUNTY
 DF6233'ENGINEER SURVEY DISK STAMPED 175 1999, SET IN A CONCRETE MONUMENT AT
 DF6233'GRADE. THE STATION
 DF6233'IS REFERENCED 13.23 FEET NORTHWEST TO A TELEPHONE POLE 5 3765, 18.86
 DF6233'FEET WEST TO A P.K.
 DF6233'NAIL IN THE CENTER OF THE ROADWAY AND 45.34 FEET SOUTHWEST TO POWER
 DF6233'POLE 139 HL 106.
 DF6233' 
 DF6233'
 DF6233'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6234 ***********************************************************************
 DF6234  DESIGNATION -  CLARK 176
 DF6234  PID         -  DF6234
 DF6234  STATE/COUNTY-  OH/CLARK
 DF6234  USGS QUAD   -  URBANA WEST (1983)
 DF6234
 DF6234                         *CURRENT SURVEY CONTROL
 DF6234  ___________________________________________________________________
 DF6234* NAD 83(1995)-  40 02 04.39766(N)    083 51 49.68632(W)     ADJUSTED  
 DF6234* NAVD 88     -       339.5    (meters)    1114.     (feet)  GPS OBS   
 DF6234  ___________________________________________________________________
 DF6234  X           -     522,753.865 (meters)                     COMP
 DF6234  Y           -  -4,862,455.389 (meters)                     COMP
 DF6234  Z           -   4,081,120.882 (meters)                     COMP
 DF6234  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 DF6234  ELLIP HEIGHT-         306.09  (meters)          (10/07/05) GPS OBS
 DF6234  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DF6234
 DF6234  HORZ ORDER  -  FIRST
 DF6234  ELLP ORDER  -  FOURTH    CLASS I
 DF6234
 DF6234.The horizontal coordinates were established by GPS observations
 DF6234.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6234
 DF6234.The orthometric height was determined by GPS observations and a
 DF6234.high-resolution geoid model.
 DF6234
 DF6234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6234
 DF6234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6234
 DF6234.The ellipsoidal height was determined by GPS observations
 DF6234.and is referenced to NAD 83.
 DF6234
 DF6234.The geoid height was determined by GEOID03.
 DF6234
 DF6234;                    North         East     Units Scale Factor Converg.
 DF6234;SPC OH S     -   226,748.714   483,602.830   MT  1.00000024   -0 51 55.3
 DF6234;UTM  17      - 4,435,522.337   255,652.259   MT  1.00033507   -1 50 35.0
 DF6234
 DF6234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6234!SPC OH S     -   0.99995198  x   1.00000024  =   0.99995222
 DF6234!UTM  17      -   0.99995198  x   1.00033507  =   1.00028704
 DF6234
 DF6234:                Primary Azimuth Mark                     Grid Az
 DF6234:SPC OH S     -  CLARK 177                                185 08 15.5
 DF6234:UTM  17      -  CLARK 177                                186 06 55.2
 DF6234
 DF6234|---------------------------------------------------------------------|
 DF6234| PID    Reference Object                     Distance      Geod. Az  |
 DF6234|                                                           dddmmss.s |
 DF6234| DF6238 CLARK 177                           APPROX. 1.2 KM 1841620.2 |
 DF6234|---------------------------------------------------------------------|
 DF6234
 DF6234                          SUPERSEDED SURVEY CONTROL
 DF6234
 DF6234  ELLIP H (06/24/03)  306.15   (m)                       GP(       ) 4 1
 DF6234
 DF6234.Superseded values are not recommended for survey control.
 DF6234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6234.See file dsdata.txt to determine how the superseded data were derived.
 DF6234
 DF6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE5565235522(NAD 83)
 DF6234_MARKER: DD = SURVEY DISK
 DF6234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6234_STAMPING: 176 1999
 DF6234_MARK LOGO: OH-023
 DF6234_PROJECTION: FLUSH
 DF6234_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6234+STABILITY: SURFACE MOTION
 DF6234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6234+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6234
 DF6234  HISTORY     - Date     Condition        Report By
 DF6234  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6234  HISTORY     - 19990415 GOOD             ATLTEC
 DF6234
 DF6234                          STATION DESCRIPTION
 DF6234
 DF6234'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6234'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6234'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN
 DF6234'4, RANGE 10,
 DF6234'SECTION 17, APPROXIMATELY 11 MILES NORTHWEST OF THE CITY OF
 DF6234'SPRINGFIELD. FROM
 DF6234'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6234'PROCEED WEST
 DF6234'ALONG MAIN STREET 1.96 MILES TO THE INTERSECTION WITH W. NORTH STREET
 DF6234'(U.S.40), THEN
 DF6234'CONTINUE WEST ALONG NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER
 DF6234'VALLEY PIKE, THEN
 DF6234'PROCEED NORTH ALONG UPPER VALLEY PIKE APPROXIMATELY 3.6 MILES TO THE
 DF6234'INTERSECTION AT
 DF6234'ST. PARIS PIKE, THEN PROCEED NORTHWEST ALONG ST. PARIS PIKE
 DF6234'APPROXIMATELY 1.64 MILES TO
 DF6234'THE INTERSECTION AT WILLOWDALE ROAD, THEN PROCEED NORTH ALONG
 DF6234'WILLOWDALE ROAD
 DF6234'APPROXIMATELY 3.39 MILES.  THE STATION IS LOCATED TO THE EAST OF THE
 DF6234'ROADWAY FROM THIS
 DF6234'POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER
 DF6234'SURVEY DISK STAMPED 176
 DF6234'1999, SET IN A CONCRETE MONUMENT AT GRADE.  THE STATION IS REFERENCED
 DF6234'61.17 FEET NORTH
 DF6234'TO A POWER POLE 136 HH 11, 18.09 FEET WEST TO A P.K.NAIL SET IN THE
 DF6234'CENTER OF THE ROADWAY
 DF6234'AND 31.39 FEET SOUTHWEST TO A P.K. NAIL SET IN THE CENTER OF THE
 DF6234'ROADWAY.
 DF6234'
 DF6234'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6238 ***********************************************************************
 DF6238  DESIGNATION -  CLARK 177
 DF6238  PID         -  DF6238
 DF6238  STATE/COUNTY-  OH/CLARK
 DF6238  USGS QUAD   -  URBANA WEST (1983)
 DF6238
 DF6238                         *CURRENT SURVEY CONTROL
 DF6238  ___________________________________________________________________
 DF6238* NAD 83(1995)-  40 01 25.39171(N)    083 51 53.47649(W)     ADJUSTED  
 DF6238* NAVD 88     -       337.9    (meters)    1109.     (feet)  GPS OBS   
 DF6238  ___________________________________________________________________
 DF6238  X           -     522,747.089 (meters)                     COMP
 DF6238  Y           -  -4,863,233.187 (meters)                     COMP
 DF6238  Z           -   4,080,198.620 (meters)                     COMP
 DF6238  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 DF6238  ELLIP HEIGHT-         304.52  (meters)          (10/07/05) GPS OBS
 DF6238  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DF6238
 DF6238  HORZ ORDER  -  FIRST
 DF6238  ELLP ORDER  -  FOURTH    CLASS I
 DF6238
 DF6238.The horizontal coordinates were established by GPS observations
 DF6238.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6238
 DF6238.The orthometric height was determined by GPS observations and a
 DF6238.high-resolution geoid model.
 DF6238
 DF6238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6238
 DF6238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6238
 DF6238.The ellipsoidal height was determined by GPS observations
 DF6238.and is referenced to NAD 83.
 DF6238
 DF6238.The geoid height was determined by GEOID03.
 DF6238
 DF6238;                    North         East     Units Scale Factor Converg.
 DF6238;SPC OH S     -   225,547.145   483,494.797   MT  0.99999811   -0 51 57.7
 DF6238;UTM  17      - 4,434,322.383   255,523.701   MT  1.00033585   -1 50 35.9
 DF6238
 DF6238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6238!SPC OH S     -   0.99995223  x   0.99999811  =   0.99995034
 DF6238!UTM  17      -   0.99995223  x   1.00033585  =   1.00028806
 DF6238
 DF6238:                Primary Azimuth Mark                     Grid Az
 DF6238:SPC OH S     -  CLARK 176                                005 08 15.5
 DF6238:UTM  17      -  CLARK 176                                006 06 53.7
 DF6238
 DF6238|---------------------------------------------------------------------|
 DF6238| PID    Reference Object                     Distance      Geod. Az  |
 DF6238|                                                           dddmmss.s |
 DF6238| DF6234 CLARK 176                           APPROX. 1.2 KM 0041617.8 |
 DF6238|---------------------------------------------------------------------|
 DF6238
 DF6238                          SUPERSEDED SURVEY CONTROL
 DF6238
 DF6238  ELLIP H (06/24/03)  304.58   (m)                       GP(       ) 4 1
 DF6238
 DF6238.Superseded values are not recommended for survey control.
 DF6238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6238.See file dsdata.txt to determine how the superseded data were derived.
 DF6238
 DF6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE5552434322(NAD 83)
 DF6238_MARKER: DD = SURVEY DISK
 DF6238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6238_STAMPING: 177 1999
 DF6238_MARK LOGO: OH-023
 DF6238_PROJECTION: FLUSH
 DF6238_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6238+STABILITY: SURFACE MOTION
 DF6238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6238+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6238
 DF6238  HISTORY     - Date     Condition        Report By
 DF6238  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6238  HISTORY     - 19990415 GOOD             ATLTEC
 DF6238
 DF6238                          STATION DESCRIPTION
 DF6238
 DF6238'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6238'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6238'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN
 DF6238'4, RANGE 10,
 DF6238'SECTION 17, APPROXIMATELY 10.5 MILES NORTHWEST OF THE CITY OF
 DF6238'SPRINGFIELD. FROM
 DF6238'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6238'PROCEED WEST
 DF6238'ALONG MAIN STREET 1.96 MILES TO THE INTERSECTION WITH W. NORTH STREET
 DF6238'(U.S.40), THEN
 DF6238'CONTINUE WEST ALONG NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER
 DF6238'VALLEY PIKE, THEN
 DF6238'PROCEED NORTH ALONG UPPER VALLEY PIKE APPROXIMATELY 3.6 MILES TO THE
 DF6238'INTERSECTION AT
 DF6238'ST. PARIS PIKE, THEN PROCEED NORTHWEST ALONG ST. PARIS PIKE
 DF6238'APPROXIMATELY 1.64 MILES TO
 DF6238'THE INTERSECTION AT WILLOWDALE ROAD, THEN PROCEED NORTH ALONG
 DF6238'WILLOWDALE ROAD
 DF6238'APPROXIMATELY 2.64 MILES. THE STATION IS LOCATED TO THE EAST OF THE
 DF6238'ROADWAY FROM THIS
 DF6238'POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER
 DF6238'SURVEY DISK STAMPED 177
 DF6238'1999, SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS REFERENCED
 DF6238'31.13 FEET
 DF6238'NORTHWEST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY, 15.88 FEET
 DF6238'WEST TO A PK NAIL
 DF6238'SET IN THE CENTER OF THE ROADWAY  AND 29.38 FEET SOUTHWEST TO A P.K.
 DF6238'NAIL SET IN THE
 DF6238'CENTER OF THE ROADWAY.
 DF6238'
 DF6238'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6235 ***********************************************************************
 DF6235  DESIGNATION -  CLARK 178
 DF6235  PID         -  DF6235
 DF6235  STATE/COUNTY-  OH/CLARK
 DF6235  USGS QUAD   -  URBANA WEST (1983)
 DF6235
 DF6235                         *CURRENT SURVEY CONTROL
 DF6235  ___________________________________________________________________
 DF6235* NAD 83(1995)-  40 00 35.57916(N)    083 50 49.80721(W)     ADJUSTED  
 DF6235* NAVD 88     -       295.6    (meters)     970.     (feet)  GPS OBS   
 DF6235  ___________________________________________________________________
 DF6235  X           -     524,350.650 (meters)                     COMP
 DF6235  Y           -  -4,864,021.637 (meters)                     COMP
 DF6235  Z           -   4,078,994.723 (meters)                     COMP
 DF6235  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DF6235  ELLIP HEIGHT-         262.21  (meters)          (10/07/05) GPS OBS
 DF6235  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DF6235
 DF6235  HORZ ORDER  -  FIRST
 DF6235  ELLP ORDER  -  FOURTH    CLASS I
 DF6235
 DF6235.The horizontal coordinates were established by GPS observations
 DF6235.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6235
 DF6235.The orthometric height was determined by GPS observations and a
 DF6235.high-resolution geoid model.
 DF6235
 DF6235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6235
 DF6235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6235
 DF6235.The ellipsoidal height was determined by GPS observations
 DF6235.and is referenced to NAD 83.
 DF6235
 DF6235.The geoid height was determined by GEOID03.
 DF6235
 DF6235;                    North         East     Units Scale Factor Converg.
 DF6235;SPC OH S     -   223,988.279   484,981.449   MT  0.99999544   -0 51 17.3
 DF6235;UTM  17      - 4,432,737.866   256,984.046   MT  1.00032709   -1 49 53.0
 DF6235
 DF6235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6235!SPC OH S     -   0.99995887  x   0.99999544  =   0.99995431
 DF6235!UTM  17      -   0.99995887  x   1.00032709  =   1.00028594
 DF6235
 DF6235:                Primary Azimuth Mark                     Grid Az
 DF6235:SPC OH S     -  CLARK 187                                098 33 02.6
 DF6235:UTM  17      -  CLARK 187                                099 31 38.3
 DF6235
 DF6235|---------------------------------------------------------------------|
 DF6235| PID    Reference Object                     Distance      Geod. Az  |
 DF6235|                                                           dddmmss.s |
 DF6235| DF6245 CLARK 187                           APPROX. 1.0 KM 0974145.3 |
 DF6235|---------------------------------------------------------------------|
 DF6235
 DF6235                          SUPERSEDED SURVEY CONTROL
 DF6235
 DF6235  ELLIP H (06/24/03)  262.27   (m)                       GP(       ) 4 1
 DF6235
 DF6235.Superseded values are not recommended for survey control.
 DF6235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6235.See file dsdata.txt to determine how the superseded data were derived.
 DF6235
 DF6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE5698432738(NAD 83)
 DF6235_MARKER: DD = SURVEY DISK
 DF6235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6235_STAMPING: 178 1999
 DF6235_MARK LOGO: OH-023
 DF6235_PROJECTION: FLUSH
 DF6235_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6235+STABILITY: SURFACE MOTION
 DF6235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6235+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6235
 DF6235  HISTORY     - Date     Condition        Report By
 DF6235  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6235  HISTORY     - 19990415 GOOD             ATLTEC
 DF6235
 DF6235                          STATION DESCRIPTION
 DF6235
 DF6235'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6235'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6235'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN
 DF6235'4, RANGE 10,
 DF6235'SECTION 10, APPROXIMATELY 8.5 MILES NORTHWEST OF THE CITY OF
 DF6235'SPRINGFIELD. FROM
 DF6235'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6235'PROCEED WEST
 DF6235'ALONG MAIN STREET 1.96 MILES TO THE INTERSECTION WITH W. NORTH STREET
 DF6235'(U.S.40), THEN
 DF6235'CONTINUE WEST ALONG NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER
 DF6235'VALLEY PIKE, THEN
 DF6235'PROCEED NORTH ALONG UPPER VALLEY PIKE APPROXIMATELY 6.02 MILES TO THE
 DF6235'INTERSECTION AT
 DF6235'SYNDER/DOMER ROAD, THEN PROCEED WEST ALONG SYNDER/DOMER ROAD
 DF6235'APPROXIMATELY 0.62
 DF6235'MILES TO THE INTERSECTION AT HOMINY RIDGE ROAD, THEN PROCEED SOUTH
 DF6235'ALONG HOMINY RIDGE
 DF6235'ROAD APPROXIMATELY 696 FEET. THE STATION IS LOCATED TO THE EAST OF THE
 DF6235'ROADWAY FROM
 DF6235'THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER
 DF6235'SURVEY DISK STAMPED
 DF6235'178 1999, SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS
 DF6235'REFERENCED 74.35 FEET
 DF6235'NORTH TO TELEPHONE POLE 17  4, 34.55 FEET NORTHWEST TO A POWER POLE
 DF6235'AND 23.31 FEET
 DF6235'SOUTHWEST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6235'
 DF6235'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6236 ***********************************************************************
 DF6236  DESIGNATION -  CLARK 179
 DF6236  PID         -  DF6236
 DF6236  STATE/COUNTY-  OH/CLARK
 DF6236  USGS QUAD   -  SPRINGFIELD (1981)
 DF6236
 DF6236                         *CURRENT SURVEY CONTROL
 DF6236  ___________________________________________________________________
 DF6236* NAD 83(1995)-  39 59 52.12937(N)    083 52 05.19214(W)     ADJUSTED  
 DF6236* NAVD 88     -       342.1    (meters)    1122.     (feet)  GPS OBS   
 DF6236  ___________________________________________________________________
 DF6236  X           -     522,668.756 (meters)                     COMP
 DF6236  Y           -  -4,865,104.918 (meters)                     COMP
 DF6236  Z           -   4,077,998.003 (meters)                     COMP
 DF6236  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DF6236  ELLIP HEIGHT-         308.66  (meters)          (10/07/05) GPS OBS
 DF6236  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DF6236
 DF6236  HORZ ORDER  -  FIRST
 DF6236  ELLP ORDER  -  FOURTH    CLASS I
 DF6236
 DF6236.The horizontal coordinates were established by GPS observations
 DF6236.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6236
 DF6236.The orthometric height was determined by GPS observations and a
 DF6236.high-resolution geoid model.
 DF6236
 DF6236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6236
 DF6236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6236
 DF6236.The ellipsoidal height was determined by GPS observations
 DF6236.and is referenced to NAD 83.
 DF6236
 DF6236.The geoid height was determined by GEOID03.
 DF6236
 DF6236;                    North         East     Units Scale Factor Converg.
 DF6236;SPC OH S     -   222,675.200   483,173.444   MT  0.99999317   -0 52 05.1
 DF6236;UTM  17      - 4,431,455.356   255,153.308   MT  1.00033809   -1 50 39.9
 DF6236
 DF6236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6236!SPC OH S     -   0.99995158  x   0.99999317  =   0.99994475
 DF6236!UTM  17      -   0.99995158  x   1.00033809  =   1.00028965
 DF6236
 DF6236:                Primary Azimuth Mark                     Grid Az
 DF6236:SPC OH S     -  CLARK 182                                165 07 33.0
 DF6236:UTM  17      -  CLARK 182                                166 06 07.8
 DF6236
 DF6236|---------------------------------------------------------------------|
 DF6236| PID    Reference Object                     Distance      Geod. Az  |
 DF6236|                                                           dddmmss.s |
 DF6236| DF6240 CLARK 182                           APPROX. 1.8 KM 1641527.9 |
 DF6236| DF6237 CLARK 180                           APPROX. 0.9 KM 2585417.7 |
 DF6236|---------------------------------------------------------------------|
 DF6236
 DF6236                          SUPERSEDED SURVEY CONTROL
 DF6236
 DF6236  ELLIP H (06/24/03)  308.72   (m)                       GP(       ) 4 1
 DF6236
 DF6236.Superseded values are not recommended for survey control.
 DF6236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6236.See file dsdata.txt to determine how the superseded data were derived.
 DF6236
 DF6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5515331455(NAD 83)
 DF6236_MARKER: DD = SURVEY DISK
 DF6236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6236_STAMPING: 179 1999
 DF6236_MARK LOGO: OH-023
 DF6236_PROJECTION: FLUSH
 DF6236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6236+STABILITY: SURFACE MOTION
 DF6236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6236+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6236
 DF6236  HISTORY     - Date     Condition        Report By
 DF6236  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6236  HISTORY     - 19990415 GOOD             ATLTEC
 DF6236
 DF6236                          STATION DESCRIPTION
 DF6236
 DF6236'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6236'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6236'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN
 DF6236'4, RANGE 10,
 DF6236'SECTION 15, APPROXIMATELY 8.5 MILES NORTHWEST OF THE CITY OF
 DF6236'SPRINGFIELD. FROM
 DF6236'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6236'PROCEED WEST
 DF6236'ALONG MAIN STREET 1.96 MILES TO THE INTERSECTION WITH W. NORTH STREET
 DF6236'(U.S.40), THEN
 DF6236'CONTINUE WEST ALONG NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER
 DF6236'VALLEY PIKE, THEN
 DF6236'PROCEED NORTH ALONG UPPER VALLEY PIKE APPROXIMATELY 3.6 MILES TO THE
 DF6236'INTERSECTION AT
 DF6236'ST. PARIS PIKE, THEN PROCEED NORTHWEST ALONG ST. PARIS PIKE
 DF6236'APPROXIMATELY 1.64 MILES TO
 DF6236'THE INTERSECTION AT WILLOWDALE ROAD, THEN PROCEED NORTH ALONG
 DF6236'WILLOWDALE ROAD
 DF6236'APPROXIMATELY 0.84 MILES. THE STATION IS LOCATED TO THE EAST OF THE
 DF6236'ROADWAY FROM THIS
 DF6236'POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER
 DF6236'SURVEY DISK STAMPED 179
 DF6236'1999, SET IN A CONCRETE MONUMENT AT GRADE.  THE STATION IS REFERENCED
 DF6236'66.61 FEET NORTH
 DF6236'TO A POWER POLE 138 HH/163, 19.82 FEET WEST TO A P.K. NAIL SET IN THE
 DF6236'CENTER OF THE ROADWAY
 DF6236'AND 67.17 FEET SOUTHWEST TO A DPL POLE 269103.
 DF6236'
 DF6236'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1802 ***********************************************************************
 JY1802  DESIGNATION -  CLARK 18
 JY1802  PID         -  JY1802
 JY1802  STATE/COUNTY-  OH/CLARK
 JY1802  USGS QUAD   -  YELLOW SPRINGS (1992)
 JY1802
 JY1802                         *CURRENT SURVEY CONTROL
 JY1802  ___________________________________________________________________
 JY1802* NAD 83(1995)-  39 49 45.67473(N)    083 55 20.14002(W)     ADJUSTED  
 JY1802* NAVD 88     -       300.1    (meters)     985.     (feet)  GPS OBS   
 JY1802  ___________________________________________________________________
 JY1802  X           -     519,337.695 (meters)                     COMP
 JY1802  Y           -  -4,877,499.377 (meters)                     COMP
 JY1802  Z           -   4,063,623.888 (meters)                     COMP
 JY1802  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 JY1802  ELLIP HEIGHT-         266.86  (meters)          (10/07/05) GPS OBS
 JY1802  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JY1802
 JY1802  HORZ ORDER  -  FIRST
 JY1802  ELLP ORDER  -  FOURTH    CLASS I
 JY1802
 JY1802.The horizontal coordinates were established by GPS observations
 JY1802.and adjusted by the National Geodetic Survey in April 1998..
 JY1802
 JY1802.The orthometric height was determined by GPS observations and a
 JY1802.high-resolution geoid model.
 JY1802
 JY1802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1802
 JY1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1802
 JY1802.The ellipsoidal height was determined by GPS observations
 JY1802.and is referenced to NAD 83.
 JY1802
 JY1802.The geoid height was determined by GEOID03.
 JY1802
 JY1802;                    North         East     Units Scale Factor Converg.
 JY1802;SPC OH S     -   204,044.791   478,255.023   MT  0.99996601   -0 54 08.8
 JY1802;UTM  17      - 4,412,904.225   249,917.168   MT  1.00037003   -1 52 21.7
 JY1802;UTM  16      - 4,413,350.936   763,390.652   MT  1.00045417   +1 58 20.8
 JY1802
 JY1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1802!SPC OH S     -   0.99995814  x   0.99996601  =   0.99992415
 JY1802!UTM  17      -   0.99995814  x   1.00037003  =   1.00032815
 JY1802!UTM  16      -   0.99995814  x   1.00045417  =   1.00041229
 JY1802
 JY1802                          SUPERSEDED SURVEY CONTROL
 JY1802
 JY1802  ELLIP H (04/01/98)  266.93   (m)                       GP(       ) 4 1
 JY1802  NAD 83(1986)-  39 49 45.68169(N)    083 55 20.14674(W) AD(       ) 1
 JY1802
 JY1802.Superseded values are not recommended for survey control.
 JY1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1802.See file dsdata.txt to determine how the superseded data were derived.
 JY1802
 JY1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4991712904(NAD 83)
 JY1802_MARKER: DD = SURVEY DISK
 JY1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1802_SP_SET: CONCRETE POST
 JY1802_STAMPING: 18 1993
 JY1802_MARK LOGO: OH-023
 JY1802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1802+STABILITY: SURFACE MOTION
 JY1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1802+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1802
 JY1802  HISTORY     - Date     Condition        Report By
 JY1802  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1802
 JY1802                          STATION DESCRIPTION
 JY1802
 JY1802'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1802'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MAD RIVER TOWNSHIP
 JY1802'ABOUT 3.0 MILES SOUTHEAST OF THE VILLAGE OF ENON.
 JY1802'TO REACH THE STATION FROM THE INTERSECTION OF DAYTON ROAD AND
 JY1802'ENON-XENIA ROAD IN THE VILLAGE OF ENON, PROCEED SOUTH ALONG
 JY1802'ENON-XENIA ROAD 1.4 MILES TO ITS INTERSECTION WITH HUNTER ROAD. TURN
 JY1802'LEFT AND PROCEED SOUTH ALONG HUNTER ROAD 1.0 MILES TO ITS
 JY1802'INTERSECTION WITH FAIRFIELD PIKE.  TURN LEFT AND PROCEED NORTHEAST
 JY1802'ALONG FAIRFIELD PIKE 1.1 MILES TO ITS INTERSECTION WITH FOWLER ROAD.
 JY1802'TURN RIGHT AND PROCEED SOUTH ALONG FOWLER ROAD 1.25 MILES TO THE
 JY1802'STATION ON THE RIGHT NEAR A WIRE FENCE APPROXIMATELY 400 FEET NORTH
 JY1802'OF THE COUNTY LINE.
 JY1802'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1802'FLUSH WITH THE GROUND AND STAMPED 18 1993.
 JY1802'THE STATION IS 17.0 FEET WEST FROM A PK NAIL IN THE CENTERLINE OF
 JY1802'FOWLER ROAD, 55.25 FEET NORTHWEST FROM A NAIL IN AN 8 INCH WOODEN
 JY1802'POST, AND 6.15 FEET EAST FROM A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6237 ***********************************************************************
 DF6237  DESIGNATION -  CLARK 180
 DF6237  PID         -  DF6237
 DF6237  STATE/COUNTY-  OH/CLARK
 DF6237  USGS QUAD   -  DONNELSVILLE (1983)
 DF6237
 DF6237                         *CURRENT SURVEY CONTROL
 DF6237  ___________________________________________________________________
 DF6237* NAD 83(1995)-  39 59 46.74636(N)    083 52 40.87224(W)     ADJUSTED  
 DF6237* NAVD 88     -       343.4    (meters)    1127.     (feet)  GPS OBS   
 DF6237  ___________________________________________________________________
 DF6237  X           -     521,838.660 (meters)                     COMP
 DF6237  Y           -  -4,865,302.359 (meters)                     COMP
 DF6237  Z           -   4,077,871.642 (meters)                     COMP
 DF6237  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DF6237  ELLIP HEIGHT-         309.96  (meters)          (10/07/05) GPS OBS
 DF6237  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DF6237
 DF6237  HORZ ORDER  -  FIRST
 DF6237  ELLP ORDER  -  FOURTH    CLASS I
 DF6237
 DF6237.The horizontal coordinates were established by GPS observations
 DF6237.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6237
 DF6237.The orthometric height was determined by GPS observations and a
 DF6237.high-resolution geoid model.
 DF6237
 DF6237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6237
 DF6237.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6237
 DF6237.The ellipsoidal height was determined by GPS observations
 DF6237.and is referenced to NAD 83.
 DF6237
 DF6237.The geoid height was determined by GEOID03.
 DF6237
 DF6237;                    North         East     Units Scale Factor Converg.
 DF6237;SPC OH S     -   222,522.062   482,324.637   MT  0.99999289   -0 52 27.8
 DF6237;UTM  17      - 4,431,316.655   254,301.719   MT  1.00034323   -1 51 02.7
 DF6237
 DF6237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6237!SPC OH S     -   0.99995138  x   0.99999289  =   0.99994427
 DF6237!UTM  17      -   0.99995138  x   1.00034323  =   1.00029459
 DF6237
 DF6237:                Primary Azimuth Mark                     Grid Az
 DF6237:SPC OH S     -  CLARK 179                                079 46 22.6
 DF6237:UTM  17      -  CLARK 179                                080 44 57.5
 DF6237
 DF6237|---------------------------------------------------------------------|
 DF6237| PID    Reference Object                     Distance      Geod. Az  |
 DF6237|                                                           dddmmss.s |
 DF6237| DF6236 CLARK 179                           APPROX. 0.9 KM 0785354.8 |
 DF6237| DF6239 CLARK 181                           APPROX. 1.7 KM 1842957.2 |
 DF6237|---------------------------------------------------------------------|
 DF6237
 DF6237                          SUPERSEDED SURVEY CONTROL
 DF6237
 DF6237  ELLIP H (06/24/03)  310.02   (m)                       GP(       ) 4 1
 DF6237
 DF6237.Superseded values are not recommended for survey control.
 DF6237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6237.See file dsdata.txt to determine how the superseded data were derived.
 DF6237
 DF6237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5430231317(NAD 83)
 DF6237_MARKER: DD = SURVEY DISK
 DF6237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6237_STAMPING: 180 1999
 DF6237_MARK LOGO: OH-023
 DF6237_PROJECTION: FLUSH
 DF6237_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6237+STABILITY: SURFACE MOTION
 DF6237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6237+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6237
 DF6237  HISTORY     - Date     Condition        Report By
 DF6237  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6237  HISTORY     - 19990415 GOOD             ATLTEC
 DF6237
 DF6237                          STATION DESCRIPTION
 DF6237
 DF6237'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6237'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6237'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN
 DF6237'4, RANGE 10,
 DF6237'SECTION 21, APPROXIMATELY 8.5 MILES NORTHWEST OF THE CITY OF
 DF6237'SPRINGFIELD. FROM
 DF6237'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6237'PROCEED WEST
 DF6237'ALONG MAIN STREET 1.96 MILES TO THE INTERSECTION WITH W. NORTH STREET
 DF6237'(U.S.40), THEN
 DF6237'CONTINUE WEST ALONG NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER
 DF6237'VALLEY  PIKE, THEN
 DF6237'PROCEED NORTH ALONG UPPER VALLEY PIKE APPROXIMATELY 2.1 MILES TO THE
 DF6237'INTERSECTION AT
 DF6237'S.R.41, THEN CONTINUE NORTHWEST ALONG S.R.41 APPROXIMATELY 3.39  MILES
 DF6237'TO THE
 DF6237'INTERSECTION OF BALLENTINE PIKE, THEN CONTINUE NORTH ALONG BALLENTINE
 DF6237'PIKE
 DF6237'APPROXIMATELY 0.74 MILES.  THE STATION IS LOCATED TO THE EAST OF THE
 DF6237'ROADWAY FROM THIS
 DF6237'POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER
 DF6237'SURVEY DISK STAMPED 180
 DF6237'1999 SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS REFERENCED
 DF6237'91.75 FEET
 DF6237'NORTHWEST TO A POWER POLE, 23.05 FEET WEST TO A P.K. NAIL SET IN THE
 DF6237'CENTER OF THE
 DF6237'ROADWAY AND 31.89 FEET SOUTHWEST TO A PK NAIL SET IN THE CENTER OF THE
 DF6237'ROADWAY.
 DF6237'
 DF6237'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6239 ***********************************************************************
 DF6239  DESIGNATION -  CLARK 181
 DF6239  PID         -  DF6239
 DF6239  STATE/COUNTY-  OH/CLARK
 DF6239  USGS QUAD   -  DONNELSVILLE (1983)
 DF6239
 DF6239                         *CURRENT SURVEY CONTROL
 DF6239  ___________________________________________________________________
 DF6239* NAD 83(1995)-  39 58 51.80966(N)    083 52 46.49155(W)     ADJUSTED  
 DF6239* NAVD 88     -       335.2    (meters)    1100.     (feet)  GPS OBS   
 DF6239  ___________________________________________________________________
 DF6239  X           -     521,821.548 (meters)                     COMP
 DF6239  Y           -  -4,866,393.098 (meters)                     COMP
 DF6239  Z           -   4,076,568.136 (meters)                     COMP
 DF6239  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DF6239  ELLIP HEIGHT-         301.81  (meters)          (10/07/05) GPS OBS
 DF6239  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DF6239
 DF6239  HORZ ORDER  -  FIRST
 DF6239  ELLP ORDER  -  FOURTH    CLASS I
 DF6239
 DF6239.The horizontal coordinates were established by GPS observations
 DF6239.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6239
 DF6239.The orthometric height was determined by GPS observations and a
 DF6239.high-resolution geoid model.
 DF6239
 DF6239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6239
 DF6239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6239
 DF6239.The ellipsoidal height was determined by GPS observations
 DF6239.and is referenced to NAD 83.
 DF6239
 DF6239.The geoid height was determined by GEOID03.
 DF6239
 DF6239;                    North         East     Units Scale Factor Converg.
 DF6239;SPC OH S     -   220,829.903   482,165.467   MT  0.99999008   -0 52 31.3
 DF6239;UTM  17      - 4,429,626.858   254,113.680   MT  1.00034437   -1 51 04.2
 DF6239
 DF6239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6239!SPC OH S     -   0.99995265  x   0.99999008  =   0.99994274
 DF6239!UTM  17      -   0.99995265  x   1.00034437  =   1.00029701
 DF6239
 DF6239:                Primary Azimuth Mark                     Grid Az
 DF6239:SPC OH S     -  CLARK 180                                005 22 24.9
 DF6239:UTM  17      -  CLARK 180                                006 20 57.8
 DF6239
 DF6239|---------------------------------------------------------------------|
 DF6239| PID    Reference Object                     Distance      Geod. Az  |
 DF6239|                                                           dddmmss.s |
 DF6239| DF6237 CLARK 180                           APPROX. 1.7 KM 0042953.6 |
 DF6239|---------------------------------------------------------------------|
 DF6239
 DF6239                          SUPERSEDED SURVEY CONTROL
 DF6239
 DF6239  ELLIP H (06/24/03)  301.87   (m)                       GP(       ) 4 1
 DF6239
 DF6239.Superseded values are not recommended for survey control.
 DF6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6239.See file dsdata.txt to determine how the superseded data were derived.
 DF6239
 DF6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5411429627(NAD 83)
 DF6239_MARKER: DD = SURVEY DISK
 DF6239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6239_STAMPING: 181 1999
 DF6239_MARK LOGO: OH-023
 DF6239_PROJECTION: FLUSH
 DF6239_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6239+STABILITY: SURFACE MOTION
 DF6239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6239+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6239
 DF6239  HISTORY     - Date     Condition        Report By
 DF6239  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6239  HISTORY     - 19990415 GOOD             ATLTEC
 DF6239
 DF6239                          STATION DESCRIPTION
 DF6239
 DF6239'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6239'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6239'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN
 DF6239'4, RANGE 10,
 DF6239'SECTION 20, APPROXIMATELY 8.0 MILES NORTHWEST OF THE CITY OF
 DF6239'SPRINGFIELD. FROM
 DF6239'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6239'PROCEED WEST
 DF6239'ALONG MAIN STREET 1.96 MILES TO THE INTERSECTION WITH W. NORTH STREET
 DF6239'(U.S.40), THEN
 DF6239'CONTINUE WEST ALONG NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER
 DF6239'VALLEY PIKE, THEN
 DF6239'PROCEED NORTH ALONG UPPER VALLEY PIKE APPROXIMATELY 2.1 MILES TO THE
 DF6239'INTERSECTION AT
 DF6239'S.R.41, THEN CONTINUE NORTHWEST ALONG S.R.41 APPROXIMATELY 2.13 MILES
 DF6239'TO THE
 DF6239'INTERSECTION OF JOHNSON ROAD,THEN CONTINUE WEST ALONG JOHNSON ROAD
 DF6239'APPROXIMATELY
 DF6239'0.78 MILES TO THE INTERSECTION OF BALLENTINE PIKE, THEN CONTINUE NORTH
 DF6239'ALONG BALLENTINE
 DF6239'PIKE APPROXIMATELY 0.60 MILES. THE STATION IS LOCATED TO THE EAST OF
 DF6239'THE ROADWAY FROM
 DF6239'THIS POINT.THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER
 DF6239'SURVEY DISK STAMPED
 DF6239'181 1999 SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS
 DF6239'REFERENCED 65.30 FEET
 DF6239'SOUTHWEST TO A TELEPHONE POLE, 49.15 FEET NORTHWEST TO POWER POLE 139
 DF6239'HH 50 AND 18.40
 DF6239'FEET NORTH TO THE CENTER OF A CATCH BASIN GRATE.
 DF6239'
 DF6239'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6240 ***********************************************************************
 DF6240  DESIGNATION -  CLARK 182
 DF6240  PID         -  DF6240
 DF6240  STATE/COUNTY-  OH/CLARK
 DF6240  USGS QUAD   -  SPRINGFIELD (1981)
 DF6240
 DF6240                         *CURRENT SURVEY CONTROL
 DF6240  ___________________________________________________________________
 DF6240* NAD 83(1995)-  39 58 57.20561(N)    083 51 45.06665(W)     ADJUSTED  
 DF6240* NAVD 88     -       327.2    (meters)    1073.     (feet)  GPS OBS   
 DF6240  ___________________________________________________________________
 DF6240  X           -     523,258.627 (meters)                     COMP
 DF6240  Y           -  -4,866,125.031 (meters)                     COMP
 DF6240  Z           -   4,076,690.500 (meters)                     COMP
 DF6240  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 DF6240  ELLIP HEIGHT-         293.77  (meters)          (10/07/05) GPS OBS
 DF6240  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 DF6240
 DF6240  HORZ ORDER  -  FIRST
 DF6240  ELLP ORDER  -  FOURTH    CLASS I
 DF6240
 DF6240.The horizontal coordinates were established by GPS observations
 DF6240.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6240
 DF6240.The orthometric height was determined by GPS observations and a
 DF6240.high-resolution geoid model.
 DF6240
 DF6240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6240
 DF6240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6240
 DF6240.The ellipsoidal height was determined by GPS observations
 DF6240.and is referenced to NAD 83.
 DF6240
 DF6240.The geoid height was determined by GEOID03.
 DF6240
 DF6240;                    North         East     Units Scale Factor Converg.
 DF6240;SPC OH S     -   220,974.181   483,625.229   MT  0.99999035   -0 51 52.4
 DF6240;UTM  17      - 4,429,746.298   255,576.198   MT  1.00033554   -1 50 24.8
 DF6240
 DF6240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6240!SPC OH S     -   0.99995392  x   0.99999035  =   0.99994427
 DF6240!UTM  17      -   0.99995392  x   1.00033554  =   1.00028944
 DF6240
 DF6240:                Primary Azimuth Mark                     Grid Az
 DF6240:SPC OH S     -  CLARK 184                                198 59 36.5
 DF6240:UTM  17      -  CLARK 184                                199 58 08.9
 DF6240
 DF6240|---------------------------------------------------------------------|
 DF6240| PID    Reference Object                     Distance      Geod. Az  |
 DF6240|                                                           dddmmss.s |
 DF6240| DF6242 CLARK 184                           APPROX. 1.3 KM 1980744.1 |
 DF6240| DF6236 CLARK 179                           APPROX. 1.8 KM 3441540.8 |
 DF6240|---------------------------------------------------------------------|
 DF6240
 DF6240                          SUPERSEDED SURVEY CONTROL
 DF6240
 DF6240  ELLIP H (06/24/03)  293.83   (m)                       GP(       ) 4 1
 DF6240
 DF6240.Superseded values are not recommended for survey control.
 DF6240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6240.See file dsdata.txt to determine how the superseded data were derived.
 DF6240
 DF6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5557629746(NAD 83)
 DF6240_MARKER: DD = SURVEY DISK
 DF6240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6240_STAMPING: 182 1999
 DF6240_MARK LOGO: OH-023
 DF6240_PROJECTION: FLUSH
 DF6240_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6240+STABILITY: SURFACE MOTION
 DF6240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6240+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6240
 DF6240  HISTORY     - Date     Condition        Report By
 DF6240  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6240  HISTORY     - 19990415 GOOD             ATLTEC
 DF6240
 DF6240                          STATION DESCRIPTION
 DF6240
 DF6240'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6240'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6240'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN
 DF6240'4, RANGE 10,
 DF6240'SECTION 14, APPROXIMATELY 7.5 MILES NORTHWEST OF THE CITY OF
 DF6240'SPRINGFIELD. FROM
 DF6240'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6240'PROCEED WEST
 DF6240'ALONG MAIN STREET 1.96 MILES TO THE INTERSECTION WITH W. NORTH STREET
 DF6240'(U.S.40), THEN
 DF6240'CONTINUE WEST ALONG NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER
 DF6240'VALLEY PIKE, THEN
 DF6240'PROCEED NORTH ALONG UPPER VALLEY PIKE APPROXIMATELY 3.6 MILES TO THE
 DF6240'INTERSECTION AT
 DF6240'ST. PARIS PIKE, THEN PROCEED NORTHWEST ALONG ST. PARIS PIKE 1.2
 DF6240'MILES.THE STATION IS
 DF6240'LOCATED TO THE NORTH OF THE ROADWAY FROM THIS POINT. THE STATION IS A
 DF6240'3.25 INCH DIAMETER
 DF6240'CLARK COUNTY ENGINEER SURVEY DISK STAMPED 182 1999, SET IN A CONCRETE
 DF6240'MONUMENT AT
 DF6240'GRADE. THE STATION IS REFERENCED 77.37 FEET WEST TO A POWER POLE 139
 DF6240'HH 92, 14.09 FEET
 DF6240'SOUTH TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY AND 17.22 FEET
 DF6240'EAST TO TELEPHONE
 DF6240'POLE 4280 76 44.
 DF6240'
 DF6240'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6241 ***********************************************************************
 DF6241  DESIGNATION -  CLARK 183
 DF6241  PID         -  DF6241
 DF6241  STATE/COUNTY-  OH/CLARK
 DF6241  USGS QUAD   -  DONNELSVILLE (1983)
 DF6241
 DF6241                         *CURRENT SURVEY CONTROL
 DF6241  ___________________________________________________________________
 DF6241* NAD 83(1995)-  39 58 21.61983(N)    083 53 15.76028(W)     ADJUSTED  
 DF6241* NAVD 88     -       333.31   (meters)    1093.5    (feet)  LEVELING  
 DF6241  ___________________________________________________________________
 DF6241  X           -     521,194.557 (meters)                     COMP
 DF6241  Y           -  -4,867,060.534 (meters)                     COMP
 DF6241  Z           -   4,075,853.365 (meters)                     COMP
 DF6241  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 DF6241  ELLIP HEIGHT-         299.94  (meters)          (10/07/05) GPS OBS
 DF6241  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DF6241
 DF6241  HORZ ORDER  -  FIRST
 DF6241  VERT ORDER  -  THIRD ?
 DF6241  ELLP ORDER  -  FOURTH    CLASS I
 DF6241
 DF6241.The horizontal coordinates were established by GPS observations
 DF6241.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6241
 DF6241.The orthometric height was determined by differential leveling.
 DF6241.The vertical network tie was performed by a horz. field party for horz.
 DF6241.obs reductions. Reset procedures were used to establish the elevation.
 DF6241
 DF6241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6241
 DF6241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6241
 DF6241.The ellipsoidal height was determined by GPS observations
 DF6241.and is referenced to NAD 83.
 DF6241
 DF6241.The geoid height was determined by GEOID03.
 DF6241
 DF6241;                    North         East     Units Scale Factor Converg.
 DF6241;SPC OH S     -   219,909.524   481,456.785   MT  0.99998856   -0 52 49.9
 DF6241;UTM  17      - 4,428,718.355   253,389.170   MT  1.00034877   -1 51 21.8
 DF6241
 DF6241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6241!SPC OH S     -   0.99995295  x   0.99998856  =   0.99994151
 DF6241!UTM  17      -   0.99995295  x   1.00034877  =   1.00030170
 DF6241
 DF6241:                Primary Azimuth Mark                     Grid Az
 DF6241:SPC OH S     -  CLARK 181                                037 35 45.1
 DF6241:UTM  17      -  CLARK 181                                038 34 17.0
 DF6241
 DF6241|---------------------------------------------------------------------|
 DF6241| PID    Reference Object                     Distance      Geod. Az  |
 DF6241|                                                           dddmmss.s |
 DF6241| DF6239 CLARK 181                           APPROX. 1.2 KM 0364255.2 |
 DF6241|---------------------------------------------------------------------|
 DF6241
 DF6241                          SUPERSEDED SURVEY CONTROL
 DF6241
 DF6241  ELLIP H (06/24/03)  300.00   (m)                       GP(       ) 4 1
 DF6241
 DF6241.Superseded values are not recommended for survey control.
 DF6241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6241.See file dsdata.txt to determine how the superseded data were derived.
 DF6241
 DF6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5338928718(NAD 83)
 DF6241_MARKER: DD = SURVEY DISK
 DF6241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6241_STAMPING: 183 1999
 DF6241_MARK LOGO: OH-023
 DF6241_PROJECTION: FLUSH
 DF6241_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6241+STABILITY: SURFACE MOTION
 DF6241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6241+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6241
 DF6241  HISTORY     - Date     Condition        Report By
 DF6241  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6241  HISTORY     - 19990415 GOOD             ATLTEC
 DF6241
 DF6241                          STATION DESCRIPTION
 DF6241
 DF6241'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6241'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6241'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN
 DF6241'4, RANGE 10,
 DF6241'SECTION 19, APPROXIMATELY 7.5 MILES NORTHWEST OF THE CITY OF
 DF6241'SPRINGFIELD. FROM
 DF6241'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6241'PROCEED WEST
 DF6241'ALONG MAIN STREET 1.96 MILES TO THE INTERSECTION WITH W. NORTH STREET
 DF6241'(U.S.40), THEN
 DF6241'CONTINUE WEST ALONG NORTH STREET  APPROXIMATELY 0.63 MILES TO UPPER
 DF6241'VALLEY PIKE, THEN
 DF6241'PROCEED NORTH ALONG UPPER VALLEY PIKE APPROXIMATELY 2.1 MILES TO THE
 DF6241'INTERSECTION AT
 DF6241'S.R.41, THEN CONTINUE NORTHWEST ALONG S.R.41 APPROXIMATELY 2.13 MILES
 DF6241'TO THE
 DF6241'INTERSECTION OF JOHNSON ROAD, THEN CONTINUE WEST ALONG JOHNSON ROAD
 DF6241'APPROXIMATELY
 DF6241'1.16 MILES. THE STATION IS LOCATED TO THE SOUTH OF THE ROADWAY FROM
 DF6241'THIS POINT.
 DF6241'THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK
 DF6241'STAMPED 183 1999,
 DF6241'SET IN A CONCRETE MONUMENT AT GRADE.  THE STATION IS REFERENCED 35.74
 DF6241'FEET EAST
 DF6241'TO POWER POLE 140 HJ 12, 16.19 FEET NORTH TO A P.K. NAIL SET IN THE
 DF6241'CENTER OF THE
 DF6241'ROADWAY AND 28.73 FEET NORTHWEST TO A P.K. NAIL SET IN THE CENTER OF
 DF6241'THE ROADWAY.
 DF6241'
 DF6241'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6242 ***********************************************************************
 DF6242  DESIGNATION -  CLARK 184
 DF6242  PID         -  DF6242
 DF6242  STATE/COUNTY-  OH/CLARK
 DF6242  USGS QUAD   -  SPRINGFIELD (1981)
 DF6242
 DF6242                         *CURRENT SURVEY CONTROL
 DF6242  ___________________________________________________________________
 DF6242* NAD 83(1995)-  39 58 17.27184(N)    083 52 02.05991(W)     ADJUSTED  
 DF6242* NAVD 88     -       330.9    (meters)    1086.     (feet)  GPS OBS   
 DF6242  ___________________________________________________________________
 DF6242  X           -     522,942.578 (meters)                     COMP
 DF6242  Y           -  -4,866,957.828 (meters)                     COMP
 DF6242  Z           -   4,075,749.047 (meters)                     COMP
 DF6242  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DF6242  ELLIP HEIGHT-         297.54  (meters)          (10/07/05) GPS OBS
 DF6242  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DF6242
 DF6242  HORZ ORDER  -  FIRST
 DF6242  ELLP ORDER  -  FOURTH    CLASS I
 DF6242
 DF6242.The horizontal coordinates were established by GPS observations
 DF6242.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6242
 DF6242.The orthometric height was determined by GPS observations and a
 DF6242.high-resolution geoid model.
 DF6242
 DF6242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6242
 DF6242.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6242
 DF6242.The ellipsoidal height was determined by GPS observations
 DF6242.and is referenced to NAD 83.
 DF6242
 DF6242.The geoid height was determined by GEOID03.
 DF6242
 DF6242;                    North         East     Units Scale Factor Converg.
 DF6242;SPC OH S     -   219,748.759   483,203.439   MT  0.99998835   -0 52 03.1
 DF6242;UTM  17      - 4,428,527.811   255,133.453   MT  1.00033821   -1 50 34.2
 DF6242
 DF6242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6242!SPC OH S     -   0.99995332  x   0.99998835  =   0.99994168
 DF6242!UTM  17      -   0.99995332  x   1.00033821  =   1.00029152
 DF6242
 DF6242:                Primary Azimuth Mark                     Grid Az
 DF6242:SPC OH S     -  CLARK 182                                018 59 36.3
 DF6242:UTM  17      -  CLARK 182                                019 58 07.4
 DF6242
 DF6242|---------------------------------------------------------------------|
 DF6242| PID    Reference Object                     Distance      Geod. Az  |
 DF6242|                                                           dddmmss.s |
 DF6242| DF6240 CLARK 182                           APPROX. 1.3 KM 0180733.2 |
 DF6242| DF6239 CLARK 181                           APPROX. 1.5 KM 3151758.7 |
 DF6242|---------------------------------------------------------------------|
 DF6242
 DF6242                          SUPERSEDED SURVEY CONTROL
 DF6242
 DF6242  ELLIP H (06/24/03)  297.60   (m)                       GP(       ) 4 1
 DF6242
 DF6242.Superseded values are not recommended for survey control.
 DF6242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6242.See file dsdata.txt to determine how the superseded data were derived.
 DF6242
 DF6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5513328528(NAD 83)
 DF6242_MARKER: DD = SURVEY DISK
 DF6242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6242_STAMPING: 184 1999
 DF6242_MARK LOGO: OH-023
 DF6242_PROJECTION: FLUSH
 DF6242_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6242+STABILITY: SURFACE MOTION
 DF6242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6242+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6242
 DF6242  HISTORY     - Date     Condition        Report By
 DF6242  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6242  HISTORY     - 19990415 GOOD             ATLTEC
 DF6242
 DF6242                          STATION DESCRIPTION
 DF6242
 DF6242'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6242'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6242'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN
 DF6242'4, RANGE 10,
 DF6242'SECTION 13, APPROXIMATELY 6.5 MILES NORTHWEST OF THE CITY OF
 DF6242'SPRINGFIELD. FROM
 DF6242'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6242'PROCEED WEST
 DF6242'ALONG  MAIN STREET 1.96 MILES TO THE INTERSECTIOON WITH W. NORTH
 DF6242'STREET (U.S.40), THEN
 DF6242'CONTINUE WEST ALONG NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER
 DF6242'VALLEY PIKE, THEN
 DF6242'PROCEED NORTH ALONG UPPER VALLEY PIKE  APPROXIMATELY 2.1 MILES TO THE
 DF6242'INTERSECTION AT
 DF6242'S.R.41, THEN CONTINUE NORTHWEST ALONG S.R.41 APPROXIMATELY 2.13 MILES
 DF6242'TO THE
 DF6242'INTERSECTION OF JOHNSON ROAD, THEN CONTINUE WEST ALONG JOHNSON ROAD
 DF6242'APPROXIMATELY
 DF6242'382 FEET. THE STATION IS LOCATED TO THE SOUTH OF THE ROADWAY FROM THIS
 DF6242'POINT.
 DF6242'THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK
 DF6242'STAMPED 184 1999,
 DF6242'SET IN A CONCRETE MONUMENT AT GRADE.  THE STATION IS REFERENCED 28.36
 DF6242'FEET WEST
 DF6242'TO POWER POLE  E 140 HH/4 29, 37.52 FEET NORTHWEST TO A TELEPHONE POLE
 DF6242'AND 20.77 FEET
 DF6242'NORTHEAST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6242'
 DF6242'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6243 ***********************************************************************
 DF6243  DESIGNATION -  CLARK 185
 DF6243  PID         -  DF6243
 DF6243  STATE/COUNTY-  OH/CLARK
 DF6243  USGS QUAD   -  URBANA WEST (1983)
 DF6243
 DF6243                         *CURRENT SURVEY CONTROL
 DF6243  ___________________________________________________________________
 DF6243* NAD 83(1995)-  40 02 10.05627(N)    083 49 57.44314(W)     ADJUSTED  
 DF6243* NAVD 88     -       293.7    (meters)     964.     (feet)  GPS OBS   
 DF6243  ___________________________________________________________________
 DF6243  X           -     525,383.961 (meters)                     COMP
 DF6243  Y           -  -4,862,023.707 (meters)                     COMP
 DF6243  Z           -   4,081,225.048 (meters)                     COMP
 DF6243  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DF6243  ELLIP HEIGHT-         260.28  (meters)          (10/07/05) GPS OBS
 DF6243  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 DF6243
 DF6243  HORZ ORDER  -  FIRST
 DF6243  ELLP ORDER  -  FOURTH    CLASS I
 DF6243
 DF6243.The horizontal coordinates were established by GPS observations
 DF6243.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6243
 DF6243.The orthometric height was determined by GPS observations and a
 DF6243.high-resolution geoid model.
 DF6243
 DF6243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6243
 DF6243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6243
 DF6243.The ellipsoidal height was determined by GPS observations
 DF6243.and is referenced to NAD 83.
 DF6243
 DF6243.The geoid height was determined by GEOID03.
 DF6243
 DF6243;                    North         East     Units Scale Factor Converg.
 DF6243;SPC OH S     -   226,883.493   486,266.233   MT  1.00000055   -0 50 44.1
 DF6243;UTM  17      - 4,435,611.686   258,318.445   MT  1.00031912   -1 49 22.9
 DF6243
 DF6243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6243!SPC OH S     -   0.99995917  x   1.00000055  =   0.99995972
 DF6243!UTM  17      -   0.99995917  x   1.00031912  =   1.00027828
 DF6243
 DF6243:                Primary Azimuth Mark                     Grid Az
 DF6243:SPC OH S     -  CLARK 19                                 186 58 44.0
 DF6243:UTM  17      -  CLARK 19                                 187 57 22.8
 DF6243
 DF6243|---------------------------------------------------------------------|
 DF6243| PID    Reference Object                     Distance      Geod. Az  |
 DF6243|                                                           dddmmss.s |
 DF6243| KZ2436 CLARK 19                            APPROX. 0.8 KM 1860759.9 |
 DF6243|---------------------------------------------------------------------|
 DF6243
 DF6243                          SUPERSEDED SURVEY CONTROL
 DF6243
 DF6243  ELLIP H (06/24/03)  260.34   (m)                       GP(       ) 4 1
 DF6243
 DF6243.Superseded values are not recommended for survey control.
 DF6243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6243.See file dsdata.txt to determine how the superseded data were derived.
 DF6243
 DF6243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE5831835612(NAD 83)
 DF6243_MARKER: DD = SURVEY DISK
 DF6243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6243_STAMPING: 185 1999
 DF6243_MARK LOGO: OH-023
 DF6243_PROJECTION: FLUSH
 DF6243_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6243+STABILITY: SURFACE MOTION
 DF6243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6243+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6243
 DF6243  HISTORY     - Date     Condition        Report By
 DF6243  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6243  HISTORY     - 19990415 GOOD             ATLTEC
 DF6243
 DF6243                          STATION DESCRIPTION
 DF6243
 DF6243'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6243'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6243'THE STATION IS LOCATED IN CHAMPAIGN COUNTY, OHIO IN MAD RIVER
 DF6243'TOWNSHIP, APPROXIMATELY 10
 DF6243'MILES NORTHWEST OF THE CITY OF SPRINGFIELD. FROM SPRINGFIELD AT THE
 DF6243'INTERSECTION OF MAIN
 DF6243'STREET AND FOUNTAIN AVENUE, PROCEED WEST ALONG MAIN STREET 1.96 MILES
 DF6243'TO THE
 DF6243'INTERSECTION WITH W. NORTH STREET (U.S.40), THEN CONTINUE WEST ALONG
 DF6243'NORTH STREET
 DF6243'APPROXIMATELY 0.63 MILES TO UPPER VALLEY PIKE, THEN PROCEED NORTH
 DF6243'ALONG UPPER VALLEY
 DF6243'PIKE APPROXIMATELY 7.74 MILES. THE STATION IS LOCATED TO THE WEST OF
 DF6243'THE ROADWAY FROM
 DF6243'THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER
 DF6243'SURVEY DISK STAMPED
 DF6243'185 1999 SET IN A CONCRETE MONUMENT AT GRADE.  THE STATION IS
 DF6243'REFERENCED 46.88 FEET
 DF6243'SOUTHWEST TO DPL POWER POLE 269046, 54.59 FEET SOUTHWEST TO DPL POWER
 DF6243'POLE 269047 AND
 DF6243'19.81 FEET EAST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6243'
 DF6243'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6244 ***********************************************************************
 DF6244  DESIGNATION -  CLARK 186
 DF6244  PID         -  DF6244
 DF6244  STATE/COUNTY-  OH/CLARK
 DF6244  USGS QUAD   -  URBANA WEST (1983)
 DF6244
 DF6244                         *CURRENT SURVEY CONTROL
 DF6244  ___________________________________________________________________
 DF6244* NAD 83(1995)-  40 01 20.82192(N)    083 50 04.22209(W)     ADJUSTED  
 DF6244* NAVD 88     -       292.4    (meters)     959.     (feet)  GPS OBS   
 DF6244  ___________________________________________________________________
 DF6244  X           -     525,328.963 (meters)                     COMP
 DF6244  Y           -  -4,863,011.058 (meters)                     COMP
 DF6244  Z           -   4,080,061.388 (meters)                     COMP
 DF6244  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DF6244  ELLIP HEIGHT-         258.97  (meters)          (10/07/05) GPS OBS
 DF6244  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DF6244
 DF6244  HORZ ORDER  -  FIRST
 DF6244  ELLP ORDER  -  FOURTH    CLASS I
 DF6244
 DF6244.The horizontal coordinates were established by GPS observations
 DF6244.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6244
 DF6244.The orthometric height was determined by GPS observations and a
 DF6244.high-resolution geoid model.
 DF6244
 DF6244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6244
 DF6244.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6244
 DF6244.The ellipsoidal height was determined by GPS observations
 DF6244.and is referenced to NAD 83.
 DF6244
 DF6244.The geoid height was determined by GEOID03.
 DF6244
 DF6244;                    North         East     Units Scale Factor Converg.
 DF6244;SPC OH S     -   225,367.493   486,083.094   MT  0.99999787   -0 50 48.4
 DF6244;UTM  17      - 4,434,098.545   258,109.410   MT  1.00032037   -1 49 25.4
 DF6244
 DF6244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6244!SPC OH S     -   0.99995938  x   0.99999787  =   0.99995725
 DF6244!UTM  17      -   0.99995938  x   1.00032037  =   1.00027973
 DF6244
 DF6244:                Primary Azimuth Mark                     Grid Az
 DF6244:SPC OH S     -  CLARK 19                                 006 46 53.7
 DF6244:UTM  17      -  CLARK 19                                 007 45 30.7
 DF6244
 DF6244|---------------------------------------------------------------------|
 DF6244| PID    Reference Object                     Distance      Geod. Az  |
 DF6244|                                                           dddmmss.s |
 DF6244| KZ2436 CLARK 19                            APPROX. 0.7 KM 0055605.3 |
 DF6244| DF6245 CLARK 187                           APPROX. 1.5 KM 1823748.5 |
 DF6244|---------------------------------------------------------------------|
 DF6244
 DF6244                          SUPERSEDED SURVEY CONTROL
 DF6244
 DF6244  ELLIP H (06/24/03)  259.03   (m)                       GP(       ) 4 1
 DF6244
 DF6244.Superseded values are not recommended for survey control.
 DF6244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6244.See file dsdata.txt to determine how the superseded data were derived.
 DF6244
 DF6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE5810934099(NAD 83)
 DF6244_MARKER: DD = SURVEY DISK
 DF6244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6244_STAMPING: 186 1999
 DF6244_MARK LOGO: OH-023
 DF6244_PROJECTION: FLUSH
 DF6244_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6244+STABILITY: SURFACE MOTION
 DF6244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6244+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6244
 DF6244  HISTORY     - Date     Condition        Report By
 DF6244  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6244  HISTORY     - 19990415 GOOD             ATLTEC
 DF6244
 DF6244                          STATION DESCRIPTION
 DF6244
 DF6244'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6244'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6244'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN
 DF6244'4, RANGE 10,
 DF6244'SECTION 11, APPROXIMATELY 9 MILES NORTHWEST OF THE CITY OF
 DF6244'SPRINGFIELD. FROM
 DF6244'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6244'PROCEED WEST
 DF6244'ALONG MAIN STREET 1.96 MILES TO THE INTERSECTION 0.63 MILES TO UPPER
 DF6244'VALLEY PIKE, THEN
 DF6244'PROCEED NORTH ALONG UPPER VALLEY PIKE  APPROXIMATELY 6.78 MILES. THE
 DF6244'STATION IS LOCATED
 DF6244'TO THE EAST OF THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH
 DF6244'DIAMETER CLARK
 DF6244'COUNTY ENGINEER SURVEY DISK STAMPED 186 1999, SET IN A CONCRETE
 DF6244'MONUMENT AT GRADE. THE
 DF6244'STATION IS REFERENCED 52.33 FEET SOUTHWEST TO A POWER POLE, 18.32 FEET
 DF6244'WEST TO A P.K. NAIL
 DF6244'SET IN THE CENTER OF THE ROADWAY AND 35.91 FEET NORTHWEST TO A PK NAIL
 DF6244'SET IN THE CENTER
 DF6244'OF THE ROADWAY.
 DF6244'
 DF6244'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6245 ***********************************************************************
 DF6245  DESIGNATION -  CLARK 187
 DF6245  PID         -  DF6245
 DF6245  STATE/COUNTY-  OH/CLARK
 DF6245  USGS QUAD   -  URBANA WEST (1983)
 DF6245
 DF6245                         *CURRENT SURVEY CONTROL
 DF6245  ___________________________________________________________________
 DF6245* NAD 83(1995)-  40 00 31.14842(N)    083 50 07.18948(W)     ADJUSTED  
 DF6245* NAVD 88     -       290.5    (meters)     953.     (feet)  GPS OBS   
 DF6245  ___________________________________________________________________
 DF6245  X           -     525,364.636 (meters)                     COMP
 DF6245  Y           -  -4,863,996.610 (meters)                     COMP
 DF6245  Z           -   4,078,886.724 (meters)                     COMP
 DF6245  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 DF6245  ELLIP HEIGHT-         257.04  (meters)          (10/07/05) GPS OBS
 DF6245  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DF6245
 DF6245  HORZ ORDER  -  FIRST
 DF6245  ELLP ORDER  -  FOURTH    CLASS I
 DF6245
 DF6245.The horizontal coordinates were established by GPS observations
 DF6245.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6245
 DF6245.The orthometric height was determined by GPS observations and a
 DF6245.high-resolution geoid model.
 DF6245
 DF6245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6245
 DF6245.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6245
 DF6245.The ellipsoidal height was determined by GPS observations
 DF6245.and is referenced to NAD 83.
 DF6245
 DF6245.The geoid height was determined by GEOID03.
 DF6245
 DF6245;                    North         East     Units Scale Factor Converg.
 DF6245;SPC OH S     -   223,836.625   485,990.081   MT  0.99999521   -0 50 50.3
 DF6245;UTM  17      - 4,432,568.989   257,990.278   MT  1.00032108   -1 49 25.4
 DF6245
 DF6245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6245!SPC OH S     -   0.99995968  x   0.99999521  =   0.99995489
 DF6245!UTM  17      -   0.99995968  x   1.00032108  =   1.00028074
 DF6245
 DF6245:                Primary Azimuth Mark                     Grid Az
 DF6245:SPC OH S     -  CLARK 178                                278 33 03.0
 DF6245:UTM  17      -  CLARK 178                                279 31 38.1
 DF6245
 DF6245|---------------------------------------------------------------------|
 DF6245| PID    Reference Object                     Distance      Geod. Az  |
 DF6245|                                                           dddmmss.s |
 DF6245| DF6235 CLARK 178                           APPROX. 1.0 KM 2774212.7 |
 DF6245|---------------------------------------------------------------------|
 DF6245
 DF6245                          SUPERSEDED SURVEY CONTROL
 DF6245
 DF6245  ELLIP H (06/24/03)  257.10   (m)                       GP(       ) 4 1
 DF6245
 DF6245.Superseded values are not recommended for survey control.
 DF6245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6245.See file dsdata.txt to determine how the superseded data were derived.
 DF6245
 DF6245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE5799032569(NAD 83)
 DF6245_MARKER: DD = SURVEY DISK
 DF6245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6245_STAMPING: 187 1999
 DF6245_MARK LOGO: OH-023
 DF6245_PROJECTION: FLUSH
 DF6245_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6245+STABILITY: SURFACE MOTION
 DF6245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6245+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6245
 DF6245  HISTORY     - Date     Condition        Report By
 DF6245  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6245  HISTORY     - 19990415 GOOD             ATLTEC
 DF6245
 DF6245                          STATION DESCRIPTION
 DF6245
 DF6245'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6245'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6245'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN
 DF6245'4, RANGE 10,
 DF6245'SECTION 10,APPROXIMATELY 8.5 MILES NORTHWEST OF THE CITY OF
 DF6245'SPRINGFIELD. FROM
 DF6245'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6245'PROCEED WEST
 DF6245'ALONG MAIN STREET 1.96 MILES TO THE INTERSECTION WITH W. NORTH STREET
 DF6245'(U.S.40), THEN
 DF6245'CONTINUE WEST ALONG NORTH STREET APPROXIMATELY 0.63 MILES TO UPPER
 DF6245'VALLEY PIKE,  THEN
 DF6245'PROCEED NORTH ALONG UPPER VALLEY PIKE APPROXIMATELY 5.82 MILES.  THE
 DF6245'STATION IS LOCATED
 DF6245'TO THE WEST OF THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH
 DF6245'DIAMETER CLARK
 DF6245'COUNTY ENGINEER SURVEY DISK STAMPED 187 1999, SET IN A CONCRETE
 DF6245'MONUMENT AT GRADE. HE
 DF6245'STATION IS REFERENCED 78.53 FEET SOUTH TO POWER POLE 137 HF 3D 1,
 DF6245'18.98 FEET EAST TO A P.K.
 DF6245'NAIL SET IN THE CENTER OF THE ROADWAY AND 33.87 FEET NORTHEAST TO A
 DF6245'P.K. NAIL SET IN THE
 DF6245'CENTER OF THE ROADWAY.
 DF6245'
 DF6245'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6246 ***********************************************************************
 DF6246  DESIGNATION -  CLARK 188
 DF6246  PID         -  DF6246
 DF6246  STATE/COUNTY-  OH/CLARK
 DF6246  USGS QUAD   -  URBANA WEST (1983)
 DF6246
 DF6246                         *CURRENT SURVEY CONTROL
 DF6246  ___________________________________________________________________
 DF6246* NAD 83(1995)-  40 01 55.01515(N)    083 47 49.67104(W)     ADJUSTED  
 DF6246* NAVD 88     -       293.3    (meters)     962.     (feet)  GPS OBS   
 DF6246  ___________________________________________________________________
 DF6246  X           -     528,427.883 (meters)                     COMP
 DF6246  Y           -  -4,861,993.685 (meters)                     COMP
 DF6246  Z           -   4,080,869.567 (meters)                     COMP
 DF6246  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DF6246  ELLIP HEIGHT-         259.87  (meters)          (10/07/05) GPS OBS
 DF6246  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DF6246
 DF6246  HORZ ORDER  -  FIRST
 DF6246  ELLP ORDER  -  FOURTH    CLASS I
 DF6246
 DF6246.The horizontal coordinates were established by GPS observations
 DF6246.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6246
 DF6246.The orthometric height was determined by GPS observations and a
 DF6246.high-resolution geoid model.
 DF6246
 DF6246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6246
 DF6246.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6246
 DF6246.The ellipsoidal height was determined by GPS observations
 DF6246.and is referenced to NAD 83.
 DF6246
 DF6246.The geoid height was determined by GEOID03.
 DF6246
 DF6246;                    North         East     Units Scale Factor Converg.
 DF6246;SPC OH S     -   226,375.517   489,288.472   MT  0.99999973   -0 49 23.0
 DF6246;UTM  17      - 4,435,052.067   261,332.515   MT  1.00030129   -1 48 00.0
 DF6246
 DF6246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6246!SPC OH S     -   0.99995923  x   0.99999973  =   0.99995896
 DF6246!UTM  17      -   0.99995923  x   1.00030129  =   1.00026051
 DF6246
 DF6246:                Primary Azimuth Mark                     Grid Az
 DF6246:SPC OH S     -  CLARK 189                                192 30 00.4
 DF6246:UTM  17      -  CLARK 189                                193 28 37.4
 DF6246
 DF6246|---------------------------------------------------------------------|
 DF6246| PID    Reference Object                     Distance      Geod. Az  |
 DF6246|                                                           dddmmss.s |
 DF6246| DF6252 CLARK 189                           APPROX. 1.2 KM 1914037.4 |
 DF6246|---------------------------------------------------------------------|
 DF6246
 DF6246                          SUPERSEDED SURVEY CONTROL
 DF6246
 DF6246  ELLIP H (06/24/03)  259.92   (m)                       GP(       ) 4 1
 DF6246
 DF6246.Superseded values are not recommended for survey control.
 DF6246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6246.See file dsdata.txt to determine how the superseded data were derived.
 DF6246
 DF6246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6133335052(NAD 83)
 DF6246_MARKER: DD = SURVEY DISK
 DF6246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6246_STAMPING: 188 1999
 DF6246_MARK LOGO: OH-023
 DF6246_PROJECTION: FLUSH
 DF6246_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6246+STABILITY: SURFACE MOTION
 DF6246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6246+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6246
 DF6246  HISTORY     - Date     Condition        Report By
 DF6246  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6246  HISTORY     - 19990415 GOOD             ATLTEC
 DF6246
 DF6246                          STATION DESCRIPTION
 DF6246
 DF6246'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6246'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 1999
 DF6246'THE STATION IS LOCATED IN CHAMPAIGN COUNTY, OHIO IN URBANA TOWNSHIP,
 DF6246'APPROXIMATELY 8
 DF6246'MILES NORTH OF THE CITY OF SPRINGFIELD. FROM SPRINGFIELD AT THE
 DF6246'INTERSECTION OF MAIN
 DF6246'STREET AND FOUNTAIN AVENUE 2.0 MILES TO THE INTERSECTION WITH HOME
 DF6246'ROAD, THEN PROCEED
 DF6246'EAST ALONG HOME ROAD 0. 15 MILES TO THE INTERSECTION OF NORTH
 DF6246'LIMESTONE STREET, THEN
 DF6246'PROCEED NORTH ALONG NORTH LIMESTONE STREET (S.R.72/U.S.68)
 DF6246'APPROXIMATELY 5.50 MILES TO
 DF6246'THE INTERSECTION AT COUNTY LINE ROAD, THEN PROCEED WEST ALONG COUNTY
 DF6246'LINE ROAD
 DF6246'APPROXIMATELY 0.81 MILES TO THE ABANDONED RAILROAD TRACKS
 DF6246'APPROXIMATELY 0.36 MILES.
 DF6246'THE STATION IS EAST OF THE ABANDONED RAILROAD TRACKS FROM THIS POINT.
 DF6246'THE STATION IS A
 DF6246'3.25 INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 188 1999,
 DF6246'SET IN A CONCRETE
 DF6246'MONUMENT AT GRADE. THE STATION IS REFERENCED 60.68 FEET SOUTHWEST TO A
 DF6246'HUB AND TACK,
 DF6246'21.99 FEET WEST TO A HUB AND TACK AND 39.10 FEET NORTHWEST TO A HUB
 DF6246'AND TACK.
 DF6246'
 DF6246'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6252 ***********************************************************************
 DF6252  DESIGNATION -  CLARK 189
 DF6252  PID         -  DF6252
 DF6252  STATE/COUNTY-  OH/CLARK
 DF6252  USGS QUAD   -  URBANA WEST (1983)
 DF6252
 DF6252                         *CURRENT SURVEY CONTROL
 DF6252  ___________________________________________________________________
 DF6252* NAD 83(1995)-  40 01 16.44257(N)    083 48 00.03983(W)     ADJUSTED  
 DF6252* NAVD 88     -       291.0    (meters)     955.     (feet)  GPS OBS   
 DF6252  ___________________________________________________________________
 DF6252  X           -     528,265.925 (meters)                     COMP
 DF6252  Y           -  -4,862,779.224 (meters)                     COMP
 DF6252  Z           -   4,079,957.070 (meters)                     COMP
 DF6252  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DF6252  ELLIP HEIGHT-         257.61  (meters)          (10/07/05) GPS OBS
 DF6252  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DF6252
 DF6252  HORZ ORDER  -  FIRST
 DF6252  ELLP ORDER  -  FOURTH    CLASS I
 DF6252
 DF6252.The horizontal coordinates were established by GPS observations
 DF6252.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6252
 DF6252.The orthometric height was determined by GPS observations and a
 DF6252.high-resolution geoid model.
 DF6252
 DF6252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6252
 DF6252.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6252
 DF6252.The ellipsoidal height was determined by GPS observations
 DF6252.and is referenced to NAD 83.
 DF6252
 DF6252.The geoid height was determined by GEOID03.
 DF6252
 DF6252;                    North         East     Units Scale Factor Converg.
 DF6252;SPC OH S     -   225,189.480   489,025.532   MT  0.99999763   -0 49 29.6
 DF6252;UTM  17      - 4,433,870.326   261,049.309   MT  1.00030296   -1 48 05.2
 DF6252
 DF6252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6252!SPC OH S     -   0.99995959  x   0.99999763  =   0.99995722
 DF6252!UTM  17      -   0.99995959  x   1.00030296  =   1.00026254
 DF6252
 DF6252:                Primary Azimuth Mark                     Grid Az
 DF6252:SPC OH S     -  CLARK 188                                012 30 00.3
 DF6252:UTM  17      -  CLARK 188                                013 28 35.9
 DF6252
 DF6252|---------------------------------------------------------------------|
 DF6252| PID    Reference Object                     Distance      Geod. Az  |
 DF6252|                                                           dddmmss.s |
 DF6252| DF6246 CLARK 188                           APPROX. 1.2 KM 0114030.7 |
 DF6252|---------------------------------------------------------------------|
 DF6252
 DF6252                          SUPERSEDED SURVEY CONTROL
 DF6252
 DF6252  ELLIP H (06/24/03)  257.67   (m)                       GP(       ) 4 1
 DF6252
 DF6252.Superseded values are not recommended for survey control.
 DF6252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6252.See file dsdata.txt to determine how the superseded data were derived.
 DF6252
 DF6252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6104933870(NAD 83)
 DF6252_MARKER: DD = SURVEY DISK
 DF6252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6252_STAMPING: 189 1999
 DF6252_MARK LOGO: OH-023
 DF6252_PROJECTION: FLUSH
 DF6252_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6252+STABILITY: SURFACE MOTION
 DF6252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6252+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6252
 DF6252  HISTORY     - Date     Condition        Report By
 DF6252  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6252  HISTORY     - 19990415 GOOD             ATLTEC
 DF6252
 DF6252                          STATION DESCRIPTION
 DF6252
 DF6252'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6252'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 1999
 DF6252'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP,
 DF6252'TOWN 5, RANGE 10,
 DF6252'SECTION 35, APPROXIMATELY 8 MILES NORTH OF THE CITY OF SPRINGFIELD.
 DF6252'FROM SPRINGFIELD AT
 DF6252'THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, PROCEED NORTH
 DF6252'ALONG FOUNTAIN
 DF6252'AVENUE 2.0 MILES TO THE INTERSECTION WITH HOME ROAD, THEN PROCEED EAST
 DF6252'ALONG HOME
 DF6252'ROAD 0.15 MILES TO THE INTERSECTION OF NORTH LIMESTONE STREET, THEN
 DF6252'PROCEED NORTH
 DF6252'ALONG NORTH LIMESTONE STREET (S.R.72/U.S.68) APPROXIMATELY 5.50 MILES
 DF6252'TO THE
 DF6252'INTERSECTION AT COUNTY LINE ROAD, THEN PROCEED WEST ALONG COUNTY LINE
 DF6252'ROAD
 DF6252'APPROXIMATELY 0.81 MILES TO THE ABANDONED RAILROAD TRACKS, THEN
 DF6252'PROCEED SOUTH ALONG
 DF6252'THE ABANDONED RAILROAD TRACKS APPROXIMATELY 0.39 MILES. THE STATION IS
 DF6252'WEST OF THE
 DF6252'ABANDONED RAILROAD TRACKS FROM THIS POINT. THE STATION IS A 3.25 INCH
 DF6252'DIAMETER CLARK
 DF6252'COUNTY ENGINEER SURVEY DISK STAMPED 189 1999, SET IN A CONCRETE
 DF6252'MONUMENT AT GRADE. THE
 DF6252'STATION IS REFERENCED 20.02 FEET SOUTHEAST TO A HUB AND TACK, 17.82
 DF6252'FEET EAST TO A HUB AND
 DF6252'TACK AND 12.33 FEET NORTHEAST TO A HUB AND TACK.
 DF6252'
 DF6252'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2436 ***********************************************************************
 KZ2436  DESIGNATION -  CLARK 19
 KZ2436  PID         -  KZ2436
 KZ2436  STATE/COUNTY-  OH/CLARK
 KZ2436  USGS QUAD   -  URBANA WEST (1983)
 KZ2436
 KZ2436                         *CURRENT SURVEY CONTROL
 KZ2436  ___________________________________________________________________
 KZ2436* NAD 83(1995)-  40 01 43.45364(N)    083 50 01.16171(W)     ADJUSTED  
 KZ2436* NAVD 88     -       295.5    (meters)     969.     (feet)  GPS OBS   
 KZ2436  ___________________________________________________________________
 KZ2436  X           -     525,353.147 (meters)                     COMP
 KZ2436  Y           -  -4,862,559.270 (meters)                     COMP
 KZ2436  Z           -   4,080,597.920 (meters)                     COMP
 KZ2436  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 KZ2436  ELLIP HEIGHT-         262.06  (meters)          (10/07/05) GPS OBS
 KZ2436  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KZ2436
 KZ2436  HORZ ORDER  -  FIRST
 KZ2436  ELLP ORDER  -  FOURTH    CLASS I
 KZ2436
 KZ2436.The horizontal coordinates were established by GPS observations
 KZ2436.and adjusted by the National Geodetic Survey in April 1998..
 KZ2436
 KZ2436.The orthometric height was determined by GPS observations and a
 KZ2436.high-resolution geoid model.
 KZ2436
 KZ2436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2436
 KZ2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2436
 KZ2436.The ellipsoidal height was determined by GPS observations
 KZ2436.and is referenced to NAD 83.
 KZ2436
 KZ2436.The geoid height was determined by GEOID03.
 KZ2436
 KZ2436;                    North         East     Units Scale Factor Converg.
 KZ2436;SPC OH S     -   226,064.376   486,165.965   MT  0.99999909   -0 50 46.4
 KZ2436;UTM  17      - 4,434,794.137   258,204.183   MT  1.00031980   -1 49 24.3
 KZ2436
 KZ2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2436!SPC OH S     -   0.99995889  x   0.99999909  =   0.99995798
 KZ2436!UTM  17      -   0.99995889  x   1.00031980  =   1.00027868
 KZ2436
 KZ2436:                Primary Azimuth Mark                     Grid Az
 KZ2436:SPC OH S     -  CLARK 185                                006 58 43.9
 KZ2436:UTM  17      -  CLARK 185                                007 57 21.8
 KZ2436
 KZ2436|---------------------------------------------------------------------|
 KZ2436| PID    Reference Object                     Distance      Geod. Az  |
 KZ2436|                                                           dddmmss.s |
 KZ2436| DF6243 CLARK 185                           APPROX. 0.8 KM 0060757.5 |
 KZ2436| DF6244 CLARK 186                           APPROX. 0.7 KM 1855607.3 |
 KZ2436|---------------------------------------------------------------------|
 KZ2436
 KZ2436                          SUPERSEDED SURVEY CONTROL
 KZ2436
 KZ2436  ELLIP H (04/01/98)  262.11   (m)                       GP(       ) 4 1
 KZ2436  NAD 83(1986)-  40 01 43.46042(N)    083 50 01.16847(W) AD(       ) 1
 KZ2436
 KZ2436.Superseded values are not recommended for survey control.
 KZ2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2436.See file dsdata.txt to determine how the superseded data were derived.
 KZ2436
 KZ2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE5820434794(NAD 83)
 KZ2436_MARKER: DD = SURVEY DISK
 KZ2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2436_SP_SET: CONCRETE POST
 KZ2436_STAMPING: 19 1993
 KZ2436_MARK LOGO: OH-023
 KZ2436_PROJECTION: FLUSH
 KZ2436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2436+STABILITY: SURFACE MOTION
 KZ2436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2436+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1999
 KZ2436
 KZ2436  HISTORY     - Date     Condition        Report By
 KZ2436  HISTORY     - 1993     MONUMENTED       GEOMET
 KZ2436  HISTORY     - 19990407 GOOD             ATLTEC
 KZ2436
 KZ2436                          STATION DESCRIPTION
 KZ2436
 KZ2436'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 KZ2436'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP ABOUT
 KZ2436'1.2 MILES NORTH OF THE VILLAGE OF TREMONT CITY.
 KZ2436'TO REACH THE STATION FROM THE INTERSECTION OF UPPER VALLEY PIKE AND
 KZ2436'TREMONT CITY ROAD IN TREMONT CITY, PROCEED NORTH ALONG UPPER VALLEY
 KZ2436'PIKE 1.1 MILES TO ITS INTERSECTION WITH STORMS CREEK ROAD/COUNTY LINE
 KZ2436'ROAD AND THE STATION ON THE LEFT IN THE SOUTHWEST CORNER OF THE
 KZ2436'INTERSECTION.
 KZ2436'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 KZ2436'FLUSH WITH THE GROUND AND STAMPED 19 1993.
 KZ2436'THE STATION IS 31.95 SOUTH FROM A PK NAIL IN THE CENTERLINE OF STORMS
 KZ2436'CREEK ROAD, 33.80 FEET WEST OF A COUNTY LINE MARKER IN THE CENTERLINE
 KZ2436'OF UPPER VALLEY PIKE, AND 55.45 FEET EAST FROM A PK NAIL IN A POWER
 KZ2436'POLE.
 KZ2436
 KZ2436                          STATION RECOVERY (1999)
 KZ2436
 KZ2436'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 KZ2436'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 KZ2436'RECOVERED AS DESCRIBED
 KZ2436' 
 KZ2436'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6247 ***********************************************************************
 DF6247  DESIGNATION -  CLARK 190
 DF6247  PID         -  DF6247
 DF6247  STATE/COUNTY-  OH/CLARK
 DF6247  USGS QUAD   -  URBANA WEST (1983)
 DF6247
 DF6247                         *CURRENT SURVEY CONTROL
 DF6247  ___________________________________________________________________
 DF6247* NAD 83(1995)-  40 00 20.24167(N)    083 47 46.97058(W)     ADJUSTED  
 DF6247* NAVD 88     -       292.9    (meters)     961.     (feet)  GPS OBS   
 DF6247  ___________________________________________________________________
 DF6247  X           -     528,694.633 (meters)                     COMP
 DF6247  Y           -  -4,863,855.192 (meters)                     COMP
 DF6247  Z           -   4,078,630.601 (meters)                     COMP
 DF6247  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DF6247  ELLIP HEIGHT-         259.46  (meters)          (10/07/05) GPS OBS
 DF6247  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DF6247
 DF6247  HORZ ORDER  -  FIRST
 DF6247  ELLP ORDER  -  FOURTH    CLASS I
 DF6247
 DF6247.The horizontal coordinates were established by GPS observations
 DF6247.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6247
 DF6247.The orthometric height was determined by GPS observations and a
 DF6247.high-resolution geoid model.
 DF6247
 DF6247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6247
 DF6247.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6247
 DF6247.The ellipsoidal height was determined by GPS observations
 DF6247.and is referenced to NAD 83.
 DF6247
 DF6247.The geoid height was determined by GEOID03.
 DF6247
 DF6247;                    North         East     Units Scale Factor Converg.
 DF6247;SPC OH S     -   223,451.804   489,310.527   MT  0.99999464   -0 49 21.3
 DF6247;UTM  17      - 4,432,127.513   261,304.734   MT  1.00030146   -1 47 54.7
 DF6247
 DF6247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6247!SPC OH S     -   0.99995930  x   0.99999464  =   0.99995394
 DF6247!UTM  17      -   0.99995930  x   1.00030146  =   1.00026075
 DF6247
 DF6247:                Primary Azimuth Mark                     Grid Az
 DF6247:SPC OH S     -  CLARK 189                                350 41 09.2
 DF6247:UTM  17      -  CLARK 189                                351 39 42.6
 DF6247
 DF6247|---------------------------------------------------------------------|
 DF6247| PID    Reference Object                     Distance      Geod. Az  |
 DF6247|                                                           dddmmss.s |
 DF6247| DF6252 CLARK 189                           APPROX. 1.8 KM 3495147.9 |
 DF6247|---------------------------------------------------------------------|
 DF6247
 DF6247                          SUPERSEDED SURVEY CONTROL
 DF6247
 DF6247  ELLIP H (06/24/03)  259.52   (m)                       GP(       ) 4 1
 DF6247
 DF6247.Superseded values are not recommended for survey control.
 DF6247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6247.See file dsdata.txt to determine how the superseded data were derived.
 DF6247
 DF6247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6130532128(NAD 83)
 DF6247_MARKER: DD = SURVEY DISK
 DF6247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6247_STAMPING: 190 1999
 DF6247_MARK LOGO: OH-023
 DF6247_PROJECTION: FLUSH
 DF6247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6247+STABILITY: SURFACE MOTION
 DF6247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6247+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6247
 DF6247  HISTORY     - Date     Condition        Report By
 DF6247  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6247  HISTORY     - 19990415 GOOD             ATLTEC
 DF6247
 DF6247                          STATION DESCRIPTION
 DF6247
 DF6247'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6247'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 1999
 DF6247'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP,
 DF6247'TOWN 5, RANGE 10
 DF6247'SECTION 34, APPROXIMATELY 6 MILES NORTH OF THE CITY OF SPRINGFIELD.
 DF6247'FROM SPRINGFIELD AT
 DF6247'THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, PROCEED NORTH
 DF6247'ALONG FOUNTAIN
 DF6247'AVENUE 2.0 MILES TO THE INTERSECTION WITH HOME ROAD, THEN PROCEED EAST
 DF6247'ALONG HOME
 DF6247'ROAD 0.15 MILES TO THE INTERSECTION OF NORTH LIMESTONE STREET, THEN
 DF6247'PROCEED NORTH
 DF6247'ALONG NORTH LIMESTONE STREET (S.R. 72/U.S. 68) 3.93 MILES. THE STATION
 DF6247'IS WEST OF THE
 DF6247'ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK
 DF6247'COUNTY ENGINEER
 DF6247'SURVEY DISK STAMPED 190 1999, SET IN A CONCRETE MONUMENT AT GRADE. THE
 DF6247'STATION IS
 DF6247'REFERENCED 60.68 FEET SOUTHEAST TO A CONCRETE ENDWALL, 30.45 FEET EAST
 DF6247'TO A P.K. NAIL SET
 DF6247'IN THE EDGE OF THE PAVED BERM OF SOUTHBOUND U.S. 68 AND 40.88 FEET
 DF6247'NORTHEAST TO A P.K.
 DF6247'NAIL SET IN THE EDGE OF THE PAVED BERM OF NORTHBOUND U.S. 68.
 DF6247'
 DF6247'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6248 ***********************************************************************
 DF6248  DESIGNATION -  CLARK 191
 DF6248  PID         -  DF6248
 DF6248  STATE/COUNTY-  OH/CLARK
 DF6248  USGS QUAD   -  SPRINGFIELD (1981)
 DF6248
 DF6248                         *CURRENT SURVEY CONTROL
 DF6248  ___________________________________________________________________
 DF6248* NAD 83(1995)-  39 59 33.08030(N)    083 48 13.94675(W)     ADJUSTED  
 DF6248* NAVD 88     -       293.2    (meters)     962.     (feet)  GPS OBS   
 DF6248  ___________________________________________________________________
 DF6248  X           -     528,159.460 (meters)                     COMP
 DF6248  Y           -  -4,864,854.116 (meters)                     COMP
 DF6248  Z           -   4,077,516.481 (meters)                     COMP
 DF6248  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DF6248  ELLIP HEIGHT-         259.81  (meters)          (10/07/05) GPS OBS
 DF6248  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DF6248
 DF6248  HORZ ORDER  -  FIRST
 DF6248  ELLP ORDER  -  FOURTH    CLASS I
 DF6248
 DF6248.The horizontal coordinates were established by GPS observations
 DF6248.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6248
 DF6248.The orthometric height was determined by GPS observations and a
 DF6248.high-resolution geoid model.
 DF6248
 DF6248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6248
 DF6248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6248
 DF6248.The ellipsoidal height was determined by GPS observations
 DF6248.and is referenced to NAD 83.
 DF6248
 DF6248.The geoid height was determined by GEOID03.
 DF6248
 DF6248;                    North         East     Units Scale Factor Converg.
 DF6248;SPC OH S     -   222,006.581   488,649.758   MT  0.99999218   -0 49 38.4
 DF6248;UTM  17      - 4,430,693.308   260,619.237   MT  1.00030550   -1 48 10.3
 DF6248
 DF6248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6248!SPC OH S     -   0.99995924  x   0.99999218  =   0.99995142
 DF6248!UTM  17      -   0.99995924  x   1.00030550  =   1.00026473
 DF6248
 DF6248:                Primary Azimuth Mark                     Grid Az
 DF6248:SPC OH S     -  CLARK 190                                024 34 13.1
 DF6248:UTM  17      -  CLARK 190                                025 32 45.0
 DF6248
 DF6248|---------------------------------------------------------------------|
 DF6248| PID    Reference Object                     Distance      Geod. Az  |
 DF6248|                                                           dddmmss.s |
 DF6248| DF6247 CLARK 190                           APPROX. 1.6 KM 0234434.7 |
 DF6248|---------------------------------------------------------------------|
 DF6248
 DF6248                          SUPERSEDED SURVEY CONTROL
 DF6248
 DF6248  ELLIP H (06/24/03)  259.87   (m)                       GP(       ) 4 1
 DF6248
 DF6248.Superseded values are not recommended for survey control.
 DF6248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6248.See file dsdata.txt to determine how the superseded data were derived.
 DF6248
 DF6248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6061930693(NAD 83)
 DF6248_MARKER: DD = SURVEY DISK
 DF6248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6248_STAMPING: 191 1999
 DF6248_MARK LOGO: OH-023
 DF6248_PROJECTION: FLUSH
 DF6248_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6248+STABILITY: SURFACE MOTION
 DF6248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6248+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6248
 DF6248  HISTORY     - Date     Condition        Report By
 DF6248  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6248  HISTORY     - 19990415 GOOD             ATLTEC
 DF6248
 DF6248                          STATION DESCRIPTION
 DF6248
 DF6248'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6248'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 1999
 DF6248'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP,
 DF6248'TOWN 5, RANGE 10
 DF6248'SECTION 33, APPROXIMATELY 5 MILES NORTH OF THE CITY OF SPRINGFIELD.
 DF6248'FROM SPRINGFIELD AT
 DF6248'THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, PROCEED NORTH
 DF6248'ALONG FOUNTAIN
 DF6248'AVENUE 2.0 MILES TO THE INTERSECTION WITH HOME ROAD, THEN PROCEED EAST
 DF6248'ALONG HOME
 DF6248'ROAD 0.15 MILES TO THE INTERSECTION OF NORTH LIMESTONE STREET, THEN
 DF6248'PROCEED NORTH
 DF6248'ALONG NORTH LIMESTONE STREET (S.R. 72/U.S.68) 2.95 MILES. THE STATION
 DF6248'IS WEST OF THE
 DF6248'ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK
 DF6248'COUNTY ENGINEER
 DF6248'SURVEY DISK STAMPED 191 1999, SET IN A CONCRETE MONUMENT AT GRADE.
 DF6248'THE STATION IS
 DF6248'REFERENCED 37.44 FEET EAST TO A P.K. NAIL SET IN THE CENTER OF
 DF6248'NORTHBOUND U.S.68,19.86 FEET
 DF6248'WEST TO A P.K. NAIL IN THE CENTER OF SOUTHBOUND U.S.68  AND 58.53 FEET
 DF6248'NORTH TO A P.K. NAIL
 DF6248'SET IN THE PAVEMENT OF THE CROSS OVER.
 DF6248'
 DF6248'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6249 ***********************************************************************
 DF6249  DESIGNATION -  CLARK 192
 DF6249  PID         -  DF6249
 DF6249  STATE/COUNTY-  OH/CLARK
 DF6249  USGS QUAD   -  URBANA WEST (1983)
 DF6249
 DF6249                         *CURRENT SURVEY CONTROL
 DF6249  ___________________________________________________________________
 DF6249* NAD 83(1995)-  40 01 49.01868(N)    083 45 33.30684(W)     ADJUSTED  
 DF6249* NAVD 88     -       329.6    (meters)    1081.     (feet)  GPS OBS   
 DF6249  ___________________________________________________________________
 DF6249  X           -     531,658.048 (meters)                     COMP
 DF6249  Y           -  -4,861,789.193 (meters)                     COMP
 DF6249  Z           -   4,080,751.320 (meters)                     COMP
 DF6249  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 DF6249  ELLIP HEIGHT-         296.21  (meters)          (10/07/05) GPS OBS
 DF6249  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 DF6249
 DF6249  HORZ ORDER  -  FIRST
 DF6249  ELLP ORDER  -  FOURTH    CLASS I
 DF6249
 DF6249.The horizontal coordinates were established by GPS observations
 DF6249.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6249
 DF6249.The orthometric height was determined by GPS observations and a
 DF6249.high-resolution geoid model.
 DF6249
 DF6249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6249
 DF6249.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6249
 DF6249.The ellipsoidal height was determined by GPS observations
 DF6249.and is referenced to NAD 83.
 DF6249
 DF6249.The geoid height was determined by GEOID03.
 DF6249
 DF6249;                    North         East     Units Scale Factor Converg.
 DF6249;SPC OH S     -   226,144.821   492,518.689   MT  0.99999940   -0 47 56.5
 DF6249;UTM  17      - 4,434,766.258   264,559.273   MT  1.00028246   -1 46 32.0
 DF6249
 DF6249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6249!SPC OH S     -   0.99995353  x   0.99999940  =   0.99995293
 DF6249!UTM  17      -   0.99995353  x   1.00028246  =   1.00023598
 DF6249
 DF6249:                Primary Azimuth Mark                     Grid Az
 DF6249:SPC OH S     -  CLARK 193                                184 56 34.2
 DF6249:UTM  17      -  CLARK 193                                185 55 09.7
 DF6249
 DF6249|---------------------------------------------------------------------|
 DF6249| PID    Reference Object                     Distance      Geod. Az  |
 DF6249|                                                           dddmmss.s |
 DF6249| DF6250 CLARK 193                           APPROX. 1.5 KM 1840837.7 |
 DF6249|---------------------------------------------------------------------|
 DF6249
 DF6249                          SUPERSEDED SURVEY CONTROL
 DF6249
 DF6249  ELLIP H (06/24/03)  296.27   (m)                       GP(       ) 4 1
 DF6249
 DF6249.Superseded values are not recommended for survey control.
 DF6249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6249.See file dsdata.txt to determine how the superseded data were derived.
 DF6249
 DF6249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6455934766(NAD 83)
 DF6249_MARKER: DD = SURVEY DISK
 DF6249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6249_STAMPING: 192 1999
 DF6249_MARK LOGO: OH-023
 DF6249_PROJECTION: FLUSH
 DF6249_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6249+STABILITY: SURFACE MOTION
 DF6249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6249+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6249
 DF6249  HISTORY     - Date     Condition        Report By
 DF6249  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6249  HISTORY     - 19990415 GOOD             ATLTEC
 DF6249
 DF6249                          STATION DESCRIPTION
 DF6249
 DF6249'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6249'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 1999
 DF6249'THE STATION IS LOCATED IN CHAMPAIGN COUNTY, OHIO IN URBANA TOWNSHIP,
 DF6249'APPROXIMATELY 10.0
 DF6249'MILES NORTHEAST OF THE CITY OF SPRINGFIELD. FROM SPRINGFIELD AT THE
 DF6249'INTERSECTION OF MAIN
 DF6249'STREET AND FOUNTAIN AVENUE, PROCEED NORTH ALONG FOUNTAIN AVENUE 2.0
 DF6249'MILES TO THE
 DF6249'INTERSECTION WITH HOME ROAD, THEN PROCEED EAST ALONG HOME ROAD 1.08
 DF6249'MILES TO THE
 DF6249'INTERSECTION OF DERR ROAD, THEN PROCEED NORTH ALONG DERR ROAD 3.05
 DF6249'MILES TO THE
 DF6249'INTERSECTION OF MOOREFIELD ROAD, THEN PROCEED EAST ALONG MOOREFIELD
 DF6249'ROAD 1.02 MILES TO
 DF6249'THE INTERSECTION OF MIDDLE/URBANA ROAD, THEN PROCEED NORTH 2.46 MILES
 DF6249'ALONG
 DF6249'MIDDLE/URBANA ROAD. THE STATION IS LOCATED EAST OF THE ROADWAY FROM
 DF6249'THIS POINT.
 DF6249'THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK
 DF6249'STAMPED 192 1999,
 DF6249'SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS REFERENCED 96.51
 DF6249'FEET SOUTHWEST TO
 DF6249'POWER POLE 13490, 16.64 FEET EAST TO A P.K. NAIL SET IN THE CENTER OF
 DF6249'THE ROADWAY AND 27.45
 DF6249'FEET NORTHEAST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6249'
 DF6249'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6250 ***********************************************************************
 DF6250  DESIGNATION -  CLARK 193
 DF6250  PID         -  DF6250
 DF6250  STATE/COUNTY-  OH/CLARK
 DF6250  USGS QUAD   -  URBANA WEST (1983)
 DF6250
 DF6250                         *CURRENT SURVEY CONTROL
 DF6250  ___________________________________________________________________
 DF6250* NAD 83(1995)-  40 01 01.43200(N)    083 45 37.79079(W)     ADJUSTED  
 DF6250* NAVD 88     -       344.6    (meters)    1131.     (feet)  GPS OBS   
 DF6250  ___________________________________________________________________
 DF6250  X           -     531,656.203 (meters)                     COMP
 DF6250  Y           -  -4,862,750.549 (meters)                     COMP
 DF6250  Z           -   4,079,636.990 (meters)                     COMP
 DF6250  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 DF6250  ELLIP HEIGHT-         311.25  (meters)          (10/07/05) GPS OBS
 DF6250  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 DF6250
 DF6250  HORZ ORDER  -  FIRST
 DF6250  ELLP ORDER  -  FOURTH    CLASS I
 DF6250
 DF6250.The horizontal coordinates were established by GPS observations
 DF6250.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6250
 DF6250.The orthometric height was determined by GPS observations and a
 DF6250.high-resolution geoid model.
 DF6250
 DF6250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6250
 DF6250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6250
 DF6250.The ellipsoidal height was determined by GPS observations
 DF6250.and is referenced to NAD 83.
 DF6250
 DF6250.The geoid height was determined by GEOID03.
 DF6250
 DF6250;                    North         East     Units Scale Factor Converg.
 DF6250;SPC OH S     -   224,678.731   492,391.897   MT  0.99999682   -0 47 59.3
 DF6250;UTM  17      - 4,433,302.123   264,407.477   MT  1.00028334   -1 46 33.1
 DF6250
 DF6250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6250!SPC OH S     -   0.99995117  x   0.99999682  =   0.99994799
 DF6250!UTM  17      -   0.99995117  x   1.00028334  =   1.00023450
 DF6250
 DF6250:                Primary Azimuth Mark                     Grid Az
 DF6250:SPC OH S     -  CLARK 194                                185 01 00.0
 DF6250:UTM  17      -  CLARK 194                                185 59 33.8
 DF6250
 DF6250|---------------------------------------------------------------------|
 DF6250| PID    Reference Object                     Distance      Geod. Az  |
 DF6250|                                                           dddmmss.s |
 DF6250| DF6251 CLARK 194                           APPROX. 1.7 KM 1841300.7 |
 DF6250|---------------------------------------------------------------------|
 DF6250
 DF6250                          SUPERSEDED SURVEY CONTROL
 DF6250
 DF6250  ELLIP H (06/24/03)  311.31   (m)                       GP(       ) 4 1
 DF6250
 DF6250.Superseded values are not recommended for survey control.
 DF6250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6250.See file dsdata.txt to determine how the superseded data were derived.
 DF6250
 DF6250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6440733302(NAD 83)
 DF6250_MARKER: DD = SURVEY DISK
 DF6250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6250_STAMPING: 193 1999
 DF6250_MARK LOGO: OH-023
 DF6250_PROJECTION: FLUSH
 DF6250_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6250+STABILITY: SURFACE MOTION
 DF6250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6250+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6250
 DF6250  HISTORY     - Date     Condition        Report By
 DF6250  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6250  HISTORY     - 19990415 GOOD             ATLTEC
 DF6250
 DF6250                          STATION DESCRIPTION
 DF6250
 DF6250'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6250'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 1999
 DF6250'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP,
 DF6250'TOWN 5, RANGE 10,
 DF6250'SECTION 22, APPROXIMATELY 9.0 MILES NORTHEAST OF THE CITY OF
 DF6250'SPRINGFIELD. FROM
 DF6250'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6250'PROCEED NORTH
 DF6250'ALONG FOUNTAIN AVENUE 2.0 MILES TO THE INTERSECTION WITH HOME ROAD,
 DF6250'THEN PROCEED EAST
 DF6250'ALONG HOME ROAD 1.08 MILES TO THE INTERSECTION OF DERR ROAD, THEN
 DF6250'PROCEED NORTH ALONG
 DF6250'DERR ROAD 3.05 MILES TO THE INTERSECTION OF MOOREFIELD ROAD, THEN
 DF6250'PROCEED EAST ALONG
 DF6250'MOOREFIELD ROAD 1.02 MILES TO THE INTERSECTION OF MIDDLE/URBANA ROAD,
 DF6250'THEN PROCEED
 DF6250'NORTH 1.54 MILES ALONG MIDDLE/URBANA ROAD. THE STATION IS LOCATED EAST
 DF6250'OF THE ROADWAY
 DF6250'FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY
 DF6250'ENGINEER SURVEY DISK
 DF6250'STAMPED 193 1999, SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS
 DF6250'REFERENCED 13.08
 DF6250'FEET NORTH TO TELEPHONE POLE 6519, 37.32 FEET WEST TO A POWER POLE AND
 DF6250'27.44 FEET
 DF6250'SOUTHWEST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6250'
 DF6250'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6251 ***********************************************************************
 DF6251  DESIGNATION -  CLARK 194
 DF6251  PID         -  DF6251
 DF6251  STATE/COUNTY-  OH/CLARK
 DF6251  USGS QUAD   -  URBANA WEST (1983)
 DF6251
 DF6251                         *CURRENT SURVEY CONTROL
 DF6251  ___________________________________________________________________
 DF6251* NAD 83(1995)-  40 00 07.01124(N)    083 45 43.00828(W)     ADJUSTED  
 DF6251* NAVD 88     -       343.8    (meters)    1128.     (feet)  GPS OBS   
 DF6251  ___________________________________________________________________
 DF6251  X           -     531,650.397 (meters)                     COMP
 DF6251  Y           -  -4,863,836.189 (meters)                     COMP
 DF6251  Z           -   4,078,350.793 (meters)                     COMP
 DF6251  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 DF6251  ELLIP HEIGHT-         310.46  (meters)          (10/07/05) GPS OBS
 DF6251  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DF6251
 DF6251  HORZ ORDER  -  FIRST
 DF6251  ELLP ORDER  -  FOURTH    CLASS I
 DF6251
 DF6251.The horizontal coordinates were established by GPS observations
 DF6251.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6251
 DF6251.The orthometric height was determined by GPS observations and a
 DF6251.high-resolution geoid model.
 DF6251
 DF6251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6251
 DF6251.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6251
 DF6251.The ellipsoidal height was determined by GPS observations
 DF6251.and is referenced to NAD 83.
 DF6251
 DF6251.The geoid height was determined by GEOID03.
 DF6251
 DF6251;                    North         East     Units Scale Factor Converg.
 DF6251;SPC OH S     -   223,002.131   492,244.722   MT  0.99999394   -0 48 02.6
 DF6251;UTM  17      - 4,431,627.790   264,231.720   MT  1.00028436   -1 46 34.4
 DF6251
 DF6251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6251!SPC OH S     -   0.99995130  x   0.99999394  =   0.99994524
 DF6251!UTM  17      -   0.99995130  x   1.00028436  =   1.00023564
 DF6251
 DF6251:                Primary Azimuth Mark                     Grid Az
 DF6251:SPC OH S     -  CLARK 193                                005 01 00.0
 DF6251:UTM  17      -  CLARK 193                                005 59 31.8
 DF6251
 DF6251|---------------------------------------------------------------------|
 DF6251| PID    Reference Object                     Distance      Geod. Az  |
 DF6251|                                                           dddmmss.s |
 DF6251| DF6250 CLARK 193                           APPROX. 1.7 KM 0041257.4 |
 DF6251|---------------------------------------------------------------------|
 DF6251
 DF6251                          SUPERSEDED SURVEY CONTROL
 DF6251
 DF6251  ELLIP H (06/24/03)  310.52   (m)                       GP(       ) 4 1
 DF6251
 DF6251.Superseded values are not recommended for survey control.
 DF6251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6251.See file dsdata.txt to determine how the superseded data were derived.
 DF6251
 DF6251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6423231628(NAD 83)
 DF6251_MARKER: DD = SURVEY DISK
 DF6251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6251_STAMPING: 194 1999
 DF6251_MARK LOGO: OH-023
 DF6251_PROJECTION: FLUSH
 DF6251_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6251+STABILITY: SURFACE MOTION
 DF6251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6251+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6251
 DF6251  HISTORY     - Date     Condition        Report By
 DF6251  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6251  HISTORY     - 19990415 GOOD             ATLTEC
 DF6251
 DF6251                          STATION DESCRIPTION
 DF6251
 DF6251'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6251'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 1999
 DF6251'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP,
 DF6251'TOWN 5, RANGE 10,
 DF6251'SECTION 22, APPROXIMATELY 7.5 MILES NORTHEAST OF THE CITY OF
 DF6251'SPRINGFIELD. FROM
 DF6251'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6251'PROCEED NORTH
 DF6251'ALONG FOUNTAIN AVENUE 2.0 MILES TO THE INTERSECTION WITH HOME ROAD,
 DF6251'THEN PROCEED EAST
 DF6251'ALONG HOME ROAD 1.08 MILES TO THE INTERSECTION OF DERR ROAD, THEN
 DF6251'PROCEED NORTH ALONG
 DF6251'DERR ROAD 3.05  MILES TO THE INTERSECTION OF MOOREFIELD ROAD, THEN
 DF6251'PROCEED EAST ALONG
 DF6251'MOOREFIELD ROAD 1.02 MILES TO THE INTERSECTION OF MIDDLE/URBANA ROAD,
 DF6251'THEN PROCEED
 DF6251'NORTH .49 MILES ALONG MIDDLE/URBANA ROAD. THE STATION IS LOCATED EAST
 DF6251'OF THE ROADWAY
 DF6251'FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY
 DF6251'ENGINEER SURVEY DISK
 DF6251'STAMPED 194 1999, SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS
 DF6251'REFERENCED 109.09
 DF6251'FEET SOUTH TO A TELEPHONE POLE, 17.61 FEET WEST TO A P.K. NAIL IN THE
 DF6251'CENTER OF THE
 DF6251'ROADWAY AND 59.06 FEET NORTH WEST TO A POWER POLE 138HB 20.
 DF6251'
 DF6251'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6253 ***********************************************************************
 DF6253  DESIGNATION -  CLARK 195
 DF6253  PID         -  DF6253
 DF6253  STATE/COUNTY-  OH/CLARK
 DF6253  USGS QUAD   -  URBANA EAST (1980)
 DF6253
 DF6253                         *CURRENT SURVEY CONTROL
 DF6253  ___________________________________________________________________
 DF6253* NAD 83(1995)-  40 01 47.91575(N)    083 43 47.76515(W)     ADJUSTED  
 DF6253* NAVD 88     -       340.0    (meters)    1115.     (feet)  GPS OBS   
 DF6253  ___________________________________________________________________
 DF6253  X           -     534,148.927 (meters)                     COMP
 DF6253  Y           -  -4,861,546.237 (meters)                     COMP
 DF6253  Z           -   4,080,732.005 (meters)                     COMP
 DF6253  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DF6253  ELLIP HEIGHT-         306.68  (meters)          (10/07/05) GPS OBS
 DF6253  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DF6253
 DF6253  HORZ ORDER  -  FIRST
 DF6253  ELLP ORDER  -  FOURTH    CLASS I
 DF6253
 DF6253.The horizontal coordinates were established by GPS observations
 DF6253.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6253
 DF6253.The orthometric height was determined by GPS observations and a
 DF6253.high-resolution geoid model.
 DF6253
 DF6253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6253
 DF6253.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6253
 DF6253.The ellipsoidal height was determined by GPS observations
 DF6253.and is referenced to NAD 83.
 DF6253
 DF6253.The geoid height was determined by GEOID03.
 DF6253
 DF6253;                    North         East     Units Scale Factor Converg.
 DF6253;SPC OH S     -   226,076.317   495,020.384   MT  0.99999934   -0 46 49.5
 DF6253;UTM  17      - 4,434,655.103   267,060.127   MT  1.00026803   -1 45 23.9
 DF6253
 DF6253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6253!SPC OH S     -   0.99995189  x   0.99999934  =   0.99995123
 DF6253!UTM  17      -   0.99995189  x   1.00026803  =   1.00021991
 DF6253
 DF6253:                Primary Azimuth Mark                     Grid Az
 DF6253:SPC OH S     -  CLARK 196                                185 18 12.7
 DF6253:UTM  17      -  CLARK 196                                186 16 47.1
 DF6253
 DF6253|---------------------------------------------------------------------|
 DF6253| PID    Reference Object                     Distance      Geod. Az  |
 DF6253|                                                           dddmmss.s |
 DF6253| DF6254 CLARK 196                           APPROX. 1.5 KM 1843123.2 |
 DF6253|---------------------------------------------------------------------|
 DF6253
 DF6253                          SUPERSEDED SURVEY CONTROL
 DF6253
 DF6253  ELLIP H (06/24/03)  306.74   (m)                       GP(       ) 4 1
 DF6253
 DF6253.Superseded values are not recommended for survey control.
 DF6253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6253.See file dsdata.txt to determine how the superseded data were derived.
 DF6253
 DF6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6706034655(NAD 83)
 DF6253_MARKER: DD = SURVEY DISK
 DF6253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6253_STAMPING: 195 1999
 DF6253_MARK LOGO: OH-023
 DF6253_PROJECTION: FLUSH
 DF6253_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6253+STABILITY: SURFACE MOTION
 DF6253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6253+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6253
 DF6253  HISTORY     - Date     Condition        Report By
 DF6253  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6253  HISTORY     - 19990415 GOOD             ATLTEC
 DF6253
 DF6253                          STATION DESCRIPTION
 DF6253
 DF6253'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6253'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 1999
 DF6253'THE STATION IS LOCATED IN CHAMPAIGN COUNTY, OHIO IN URBANA TOWNSHIP,
 DF6253'APPROXIMATELY
 DF6253'11.5 MILES NORTHEAST OF THE CITY OF SPRINGFIELD. FROM SPRINGFIELD AT
 DF6253'THE INTERSECTION OF
 DF6253'MAIN STREET AND FOUNTAIN AVENUE, PROCEED NORTH ALONG FOUNTAIN AVENUE
 DF6253'2.0 MILES
 DF6253'TO THE INTERSECTION  WITH HOME ROAD, THEN PROCEED EAST ALONG HOME ROAD
 DF6253'1.08 MILES TO
 DF6253'THE INTERSECTION OF DERR ROAD, THEN PROCEED NORTH ALONG DERR ROAD 3.05
 DF6253'MILES TO THE
 DF6253'INTERSECTION OF MOOREFIELD ROAD, THEN PROCEED EAST ALONG MOOREFIELD
 DF6253'ROAD 2.54 MILES TO
 DF6253'THE INTERSECTION OF MORRIS ROAD, THEN PROCEED NORTH 2.55 MILES ALONG
 DF6253'MORRIS ROAD.  THE
 DF6253'STATION IS LOCATED EAST OF THE ROADWAY FROM THIS POINT. THE STATION IS
 DF6253'A 3.25 INCH
 DF6253'DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 195 1999, SET IN A
 DF6253'CONCRETE
 DF6253'MONUMENT AT GRADE.  THE STATION IS REFERENCED 94.63 FEET NORTHWEST TO
 DF6253'A POWER POLE,
 DF6253'22.26 FEET WEST TO A P.K. NAIL IN THE CENTER OF THE ROADWAY AND 36.98
 DF6253'FEET SOUTHWEST TO A
 DF6253'P.K. NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6253'
 DF6253'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6254 ***********************************************************************
 DF6254  DESIGNATION -  CLARK 196
 DF6254  PID         -  DF6254
 DF6254  STATE/COUNTY-  OH/CLARK
 DF6254  USGS QUAD   -  URBANA EAST (1980)
 DF6254
 DF6254                         *CURRENT SURVEY CONTROL
 DF6254  ___________________________________________________________________
 DF6254* NAD 83(1995)-  40 00 58.61446(N)    083 43 52.83753(W)     ADJUSTED  
 DF6254* NAVD 88     -       334.9    (meters)    1099.     (feet)  GPS OBS   
 DF6254  ___________________________________________________________________
 DF6254  X           -     534,135.722 (meters)                     COMP
 DF6254  Y           -  -4,862,527.515 (meters)                     COMP
 DF6254  Z           -   4,079,564.157 (meters)                     COMP
 DF6254  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 DF6254  ELLIP HEIGHT-         301.49  (meters)          (10/07/05) GPS OBS
 DF6254  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 DF6254
 DF6254  HORZ ORDER  -  FIRST
 DF6254  ELLP ORDER  -  FOURTH    CLASS I
 DF6254
 DF6254.The horizontal coordinates were established by GPS observations
 DF6254.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6254
 DF6254.The orthometric height was determined by GPS observations and a
 DF6254.high-resolution geoid model.
 DF6254
 DF6254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6254
 DF6254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6254
 DF6254.The ellipsoidal height was determined by GPS observations
 DF6254.and is referenced to NAD 83.
 DF6254
 DF6254.The geoid height was determined by GEOID03.
 DF6254
 DF6254;                    North         East     Units Scale Factor Converg.
 DF6254;SPC OH S     -   224,557.497   494,879.393   MT  0.99999667   -0 46 52.7
 DF6254;UTM  17      - 4,433,138.495   266,893.241   MT  1.00026899   -1 45 25.4
 DF6254
 DF6254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6254!SPC OH S     -   0.99995271  x   0.99999667  =   0.99994938
 DF6254!UTM  17      -   0.99995271  x   1.00026899  =   1.00022168
 DF6254
 DF6254:                Primary Azimuth Mark                     Grid Az
 DF6254:SPC OH S     -  CLARK 195                                005 18 12.6
 DF6254:UTM  17      -  CLARK 195                                006 16 45.3
 DF6254
 DF6254|---------------------------------------------------------------------|
 DF6254| PID    Reference Object                     Distance      Geod. Az  |
 DF6254|                                                           dddmmss.s |
 DF6254| DF6253 CLARK 195                           APPROX. 1.5 KM 0043119.9 |
 DF6254|---------------------------------------------------------------------|
 DF6254
 DF6254                          SUPERSEDED SURVEY CONTROL
 DF6254
 DF6254  ELLIP H (06/24/03)  301.55   (m)                       GP(       ) 4 1
 DF6254
 DF6254.Superseded values are not recommended for survey control.
 DF6254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6254.See file dsdata.txt to determine how the superseded data were derived.
 DF6254
 DF6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6689333138(NAD 83)
 DF6254_MARKER: DD = SURVEY DISK
 DF6254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6254_STAMPING: 196 1999
 DF6254_MARK LOGO: OH-023
 DF6254_PROJECTION: FLUSH
 DF6254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6254+STABILITY: SURFACE MOTION
 DF6254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6254+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6254
 DF6254  HISTORY     - Date     Condition        Report By
 DF6254  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6254  HISTORY     - 19990415 GOOD             ATLTEC
 DF6254
 DF6254                          STATION DESCRIPTION
 DF6254
 DF6254'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6254'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 1999
 DF6254'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP,
 DF6254'TOWN 5, RANGE 10,
 DF6254'SECTION 11, APPROXIMATELY 10.5 MILES NORTHEAST OF THE CITY OF
 DF6254'SPRINGFIELD. FROM
 DF6254'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6254'PROCEED NORTH
 DF6254'ALONG FOUNTAIN AVENUE 2.0 MILES TO THE INTERSECTION WITH HOME ROAD,
 DF6254'THEN PROCEED EAST
 DF6254'ALONG HOME ROAD 1.08 MILES TO THE INTERSECTION OF DERR ROAD, THEN
 DF6254'PROCEED NORTH ALONG
 DF6254'DERR ROAD 3.05 MILES TO THE INTERSECTION OF MOOREFIELD ROAD, THEN
 DF6254'PROCEED EAST
 DF6254'ALONG MOOREFIELD ROAD 2.54 MILES TO THE INTERSECTION OF MORRIS ROAD,
 DF6254'THEN PROCEED
 DF6254'NORTH 1.60 MILES ALONG MORRIS ROAD. THE STATION IS LOCATED EAST OF THE
 DF6254'ROADWAY FROM
 DF6254'THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER
 DF6254'SURVEY DISK STAMPED
 DF6254'196 1999, SET IN A CONCRETE MONUMENT AT GRADE.  THE STATION IS
 DF6254'REFERENCED 115.65 FEET
 DF6254'SOUTHWEST TO A POWER POLE 40 T, 21.86 FEET WEST TO A P.K. NAIL IN THE
 DF6254'CENTER OF THE
 DF6254'ROADWAY AND 30.82 FEET NORTHWEST TO A P.K. NAIL SET IN THE CENTER OF
 DF6254'THE ROADWAY.
 DF6254'
 DF6254'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6255 ***********************************************************************
 DF6255  DESIGNATION -  CLARK 197
 DF6255  PID         -  DF6255
 DF6255  STATE/COUNTY-  OH/CLARK
 DF6255  USGS QUAD   -  URBANA EAST (1980)
 DF6255
 DF6255                         *CURRENT SURVEY CONTROL
 DF6255  ___________________________________________________________________
 DF6255* NAD 83(1995)-  40 00 05.63303(N)    083 43 59.21188(W)     ADJUSTED  
 DF6255* NAVD 88     -       332.0    (meters)    1089.     (feet)  GPS OBS   
 DF6255  ___________________________________________________________________
 DF6255  X           -     534,099.903 (meters)                     COMP
 DF6255  Y           -  -4,863,586.230 (meters)                     COMP
 DF6255  Z           -   4,078,310.657 (meters)                     COMP
 DF6255  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DF6255  ELLIP HEIGHT-         298.68  (meters)          (10/07/05) GPS OBS
 DF6255  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DF6255
 DF6255  HORZ ORDER  -  FIRST
 DF6255  ELLP ORDER  -  FOURTH    CLASS I
 DF6255
 DF6255.The horizontal coordinates were established by GPS observations
 DF6255.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6255
 DF6255.The orthometric height was determined by GPS observations and a
 DF6255.high-resolution geoid model.
 DF6255
 DF6255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6255
 DF6255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6255
 DF6255.The ellipsoidal height was determined by GPS observations
 DF6255.and is referenced to NAD 83.
 DF6255
 DF6255.The geoid height was determined by GEOID03.
 DF6255
 DF6255;                    North         East     Units Scale Factor Converg.
 DF6255;SPC OH S     -   222,925.613   494,705.926   MT  0.99999387   -0 46 56.8
 DF6255;UTM  17      - 4,431,509.354   266,691.962   MT  1.00027015   -1 45 27.6
 DF6255
 DF6255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6255!SPC OH S     -   0.99995315  x   0.99999387  =   0.99994702
 DF6255!UTM  17      -   0.99995315  x   1.00027015  =   1.00022328
 DF6255
 DF6255:                Primary Azimuth Mark                     Grid Az
 DF6255:SPC OH S     -  CLARK 196                                006 04 03.7
 DF6255:UTM  17      -  CLARK 196                                007 02 34.5
 DF6255
 DF6255|---------------------------------------------------------------------|
 DF6255| PID    Reference Object                     Distance      Geod. Az  |
 DF6255|                                                           dddmmss.s |
 DF6255| DF6254 CLARK 196                           APPROX. 1.6 KM 0051706.9 |
 DF6255|---------------------------------------------------------------------|
 DF6255
 DF6255                          SUPERSEDED SURVEY CONTROL
 DF6255
 DF6255  ELLIP H (06/24/03)  298.74   (m)                       GP(       ) 4 1
 DF6255
 DF6255.Superseded values are not recommended for survey control.
 DF6255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6255.See file dsdata.txt to determine how the superseded data were derived.
 DF6255
 DF6255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6669231509(NAD 83)
 DF6255_MARKER: DD = SURVEY DISK
 DF6255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6255_STAMPING: 197 1999
 DF6255_MARK LOGO: OH-023
 DF6255_PROJECTION: FLUSH
 DF6255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6255+STABILITY: SURFACE MOTION
 DF6255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6255+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6255
 DF6255  HISTORY     - Date     Condition        Report By
 DF6255  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6255  HISTORY     - 19990415 GOOD             ATLTEC
 DF6255
 DF6255                          STATION DESCRIPTION
 DF6255
 DF6255'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6255'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 1999
 DF6255'THE STATION IS LOCATED IN CLARK COUNTY,OHIO IN MOOREFIELD TOWNSHIP,
 DF6255'TOWN 5, RANGE 10,
 DF6255'SECTION 16, APPROXIMATELY 9.5 MILES NORTHEAST OF THE CITY OF
 DF6255'SPRINGFIELD. FROM
 DF6255'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 DF6255'PROCEED NORTH
 DF6255'ALONG FOUNTAIN AVENUE 2.0 MILES TO THE INTERSECTION WITH HOME ROAD,
 DF6255'THEN  PROCEED EAST
 DF6255'ALONG HOME ROAD 1.08 MILES TO THE INTERSECTION OF DERR ROAD, THEN
 DF6255'PROCEED NORTH
 DF6255'ALONG DERR ROAD 3.05 MILES TO THE INTERSECTION OF MOOREFIELD ROAD,
 DF6255'THEN PROCEED EAST
 DF6255'ALONG MOOREFIELD ROAD 2.54 MILES TO THE INTERSECTION  OF MORRIS ROAD,
 DF6255'THEN PROCEED
 DF6255'NORTH 0.57 MILES ALONG MORRIS ROAD. THE STATION IS LOCATED WEST OF THE
 DF6255'ROADWAY FROM
 DF6255'THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER
 DF6255'SURVEY DISK STAMPED
 DF6255'197 1999, SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS
 DF6255'REFERENCED 115.15 FEET
 DF6255'SOUTH TO POWER POLE 138 HA 52, 18.12 FEET EAST TO A P.K. NAIL IN THE
 DF6255'CENTER OF THE
 DF6255'ROADWAY AND 26.91 FEET NORTHEAST TO A P.K. NAIL SET IN THE CENTER OF
 DF6255'THE ROADWAY.
 DF6255'
 DF6255'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6256 ***********************************************************************
 DF6256  DESIGNATION -  CLARK 198
 DF6256  PID         -  DF6256
 DF6256  STATE/COUNTY-  OH/CLARK
 DF6256  USGS QUAD   -  URBANA EAST (1980)
 DF6256
 DF6256                         *CURRENT SURVEY CONTROL
 DF6256  ___________________________________________________________________
 DF6256* NAD 83(1995)-  40 01 32.44114(N)    083 39 26.45425(W)     ADJUSTED  
 DF6256* NAVD 88     -       324.2    (meters)    1064.     (feet)  GPS OBS   
 DF6256  ___________________________________________________________________
 DF6256  X           -     540,340.031 (meters)                     COMP
 DF6256  Y           -  -4,861,158.765 (meters)                     COMP
 DF6256  Z           -   4,080,356.392 (meters)                     COMP
 DF6256  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 DF6256  ELLIP HEIGHT-         290.94  (meters)          (10/07/05) GPS OBS
 DF6256  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 DF6256
 DF6256  HORZ ORDER  -  FIRST
 DF6256  ELLP ORDER  -  FOURTH    CLASS I
 DF6256
 DF6256.The horizontal coordinates were established by GPS observations
 DF6256.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6256
 DF6256.The orthometric height was determined by GPS observations and a
 DF6256.high-resolution geoid model.
 DF6256
 DF6256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6256
 DF6256.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6256
 DF6256.The ellipsoidal height was determined by GPS observations
 DF6256.and is referenced to NAD 83.
 DF6256
 DF6256.The geoid height was determined by GEOID03.
 DF6256
 DF6256;                    North         East     Units Scale Factor Converg.
 DF6256;SPC OH S     -   225,517.173   501,209.439   MT  0.99999849   -0 44 03.7
 DF6256;UTM  17      - 4,433,990.472   273,240.317   MT  1.00023305   -1 42 35.1
 DF6256
 DF6256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6256!SPC OH S     -   0.99995436  x   0.99999849  =   0.99995285
 DF6256!UTM  17      -   0.99995436  x   1.00023305  =   1.00018740
 DF6256
 DF6256                          SUPERSEDED SURVEY CONTROL
 DF6256
 DF6256  ELLIP H (06/24/03)  291.00   (m)                       GP(       ) 4 1
 DF6256
 DF6256.Superseded values are not recommended for survey control.
 DF6256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6256.See file dsdata.txt to determine how the superseded data were derived.
 DF6256
 DF6256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE7324033990(NAD 83)
 DF6256_MARKER: DD = SURVEY DISK
 DF6256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6256_STAMPING: 198 1999
 DF6256_MARK LOGO: OH-023
 DF6256_PROJECTION: FLUSH
 DF6256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6256+STABILITY: SURFACE MOTION
 DF6256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6256+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6256
 DF6256  HISTORY     - Date     Condition        Report By
 DF6256  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6256  HISTORY     - 19990415 GOOD             ATLTEC
 DF6256
 DF6256                          STATION DESCRIPTION
 DF6256
 DF6256'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6256'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6256'THE STATION IS LOCATED IN CHAMPAIGN COUNTY, OHIO IN UNION TOWNSHIP,
 DF6256'APPROXIMATELY 10.5
 DF6256'MILES NORTHEAST OF THE CITY OF SPRINGFIELD. FROM SPRINGFIELD AT THE
 DF6256'INTERSECTION OF MAIN
 DF6256'STREET AND FOUNTAIN AVENUE, PROCEED NORTH ONE BLOCK TO COLUMBIA
 DF6256'STREET, THEN PROCEED
 DF6256'EAST ALONG COLUMBIA STREET FOLLOWING THE SIGNS FOR LAGONDA
 DF6256'AVENUE/NORTH S.R. 4 TO THE
 DF6256'INTERSECTION AT N. BELMONT  AVENUE, THEN PROCEED NORTH ON N. BELMONT
 DF6256'AVENUE TO THE
 DF6256'LAGONDA  AVENUE/S.R. 4, THEN PROCEED NORTH ALONG LAGONDA  AVENUE/S.R.
 DF6256'4  9.29 MILES.  THE
 DF6256'STATION IS LOCATED NORTH OF THE ROADWAY FROM THIS POINT. THE STATION
 DF6256'IS A 3.25 INCH
 DF6256'DIAMETER  CLARK COUNTY ENGINEER SURVEY DISK STAMPED 198 1999, SET IN A
 DF6256'CONCRETE
 DF6256'MONUMENT AT GRADE.  THE STATION IS REFERENCED 54.01 FEET SOUTHWEST TO
 DF6256'POWER POLE 136
 DF6256'GU 2, 52.63 FEET SOUTHEAST TO A TELEPHONE POLE AND 25.79 FEET
 DF6256'NORTHEAST TO A P.K. NAIL SET
 DF6256'IN THE CENTER OF THE ROADWAY.
 DF6256'
 DF6256'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6257 ***********************************************************************
 DF6257  DESIGNATION -  CLARK 199
 DF6257  PID         -  DF6257
 DF6257  STATE/COUNTY-  OH/CLARK
 DF6257  USGS QUAD   -  NEW MOOREFIELD (1995)
 DF6257
 DF6257                         *CURRENT SURVEY CONTROL
 DF6257  ___________________________________________________________________
 DF6257* NAD 83(1995)-  39 59 50.83484(N)    083 39 47.53800(W)     ADJUSTED  
 DF6257* NAVD 88     -       323.5    (meters)    1061.     (feet)  GPS OBS   
 DF6257  ___________________________________________________________________
 DF6257  X           -     540,065.477 (meters)                     COMP
 DF6257  Y           -  -4,863,216.124 (meters)                     COMP
 DF6257  Z           -   4,077,955.594 (meters)                     COMP
 DF6257  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 DF6257  ELLIP HEIGHT-         290.27  (meters)          (10/07/05) GPS OBS
 DF6257  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DF6257
 DF6257  HORZ ORDER  -  FIRST
 DF6257  ELLP ORDER  -  FOURTH    CLASS I
 DF6257
 DF6257.The horizontal coordinates were established by GPS observations
 DF6257.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6257
 DF6257.The orthometric height was determined by GPS observations and a
 DF6257.high-resolution geoid model.
 DF6257
 DF6257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6257
 DF6257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6257
 DF6257.The ellipsoidal height was determined by GPS observations
 DF6257.and is referenced to NAD 83.
 DF6257
 DF6257.The geoid height was determined by GEOID03.
 DF6257
 DF6257;                    North         East     Units Scale Factor Converg.
 DF6257;SPC OH S     -   222,390.025   500,669.183   MT  0.99999310   -0 44 17.1
 DF6257;UTM  17      - 4,430,872.225   272,646.789   MT  1.00023638   -1 42 45.1
 DF6257
 DF6257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6257!SPC OH S     -   0.99995447  x   0.99999310  =   0.99994757
 DF6257!UTM  17      -   0.99995447  x   1.00023638  =   1.00019083
 DF6257
 DF6257:                Primary Azimuth Mark                     Grid Az
 DF6257:SPC OH S     -  CLARK 203                                113 44 55.9
 DF6257:UTM  17      -  CLARK 203                                114 43 23.9
 DF6257
 DF6257|---------------------------------------------------------------------|
 DF6257| PID    Reference Object                     Distance      Geod. Az  |
 DF6257|                                                           dddmmss.s |
 DF6257| DF6261 CLARK 203                           APPROX. 1.5 KM 1130038.8 |
 DF6257|---------------------------------------------------------------------|
 DF6257
 DF6257                          SUPERSEDED SURVEY CONTROL
 DF6257
 DF6257  ELLIP H (06/24/03)  290.33   (m)                       GP(       ) 4 1
 DF6257
 DF6257.Superseded values are not recommended for survey control.
 DF6257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6257.See file dsdata.txt to determine how the superseded data were derived.
 DF6257
 DF6257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7264730872(NAD 83)
 DF6257_MARKER: DD = SURVEY DISK
 DF6257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6257_STAMPING: 199 1999
 DF6257_MARK LOGO: OH-023
 DF6257_PROJECTION: FLUSH
 DF6257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6257+STABILITY: SURFACE MOTION
 DF6257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6257+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6257
 DF6257  HISTORY     - Date     Condition        Report By
 DF6257  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6257  HISTORY     - 19990415 GOOD             ATLTEC
 DF6257
 DF6257                          STATION DESCRIPTION
 DF6257
 DF6257'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6257'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6257'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP,
 DF6257'TOWN 6, RANGE 10,
 DF6257'SECTION 28 APPROXIMATELY 16 MILES NORTHEAST FROM SPRINGFIELD. FROM
 DF6257'SPRINGFIELD AT THE
 DF6257'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN
 DF6257'STREET 1.1 MILES TO THE
 DF6257'INTERSECTION WITH U.S.40.  CONTINUE EAST ALONG MAIN STREET (U.S.40)
 DF6257'5.52 MILES TO THE
 DF6257'INTERSECTION AT BOWMAN ROAD, THEN PROCEED NORTH ON BOWMAN ROAD 1.22
 DF6257'MILES TO THE
 DF6257'INTERSECTION OF OLD COLUMBUS ROAD, CONTINUE NORTH ON MAHAR ROAD 7.95
 DF6257'MILES TO THE
 DF6257'INTERSECTION  AT NEER ROAD, THEN PROCEED NORTHWEST ON NEER ROAD 0.54
 DF6257'MILES.  THE
 DF6257'STATION IF LOCATED WEST OF THE ROADWAY FROM THIS POINT. THE STATION IS
 DF6257'A 3.25 INCH
 DF6257'DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 199 1999, SET IN A
 DF6257'CONCRETE
 DF6257'MONUMENT AT GRADE.  THE STATION IS REFERENCED 33.78 FEET NORTHEAST TO
 DF6257'A P.K. NAIL SET IN
 DF6257'THE CENTER OF THE ROADWAY, 16.56 FEET EAST TO A P.K. NAIL IN THE
 DF6257'CENTER OF THE ROADWAY
 DF6257'AND 61.39 FEET SOUTH TO THE NORTHWEST CORNER ABUTMENT OF BRIDGE 600.
 DF6257'
 DF6257'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2558 ***********************************************************************
 LA2558  DESIGNATION -  CLARK 2
 LA2558  PID         -  LA2558
 LA2558  STATE/COUNTY-  OH/CLARK
 LA2558  USGS QUAD   -  CHRISTIANSBURG (1984)
 LA2558
 LA2558                         *CURRENT SURVEY CONTROL
 LA2558  ___________________________________________________________________
 LA2558* NAD 83(1995)-  40 00 37.65844(N)    084 01 36.10456(W)     ADJUSTED  
 LA2558* NAVD 88     -       322.1    (meters)    1057.     (feet)  GPS OBS   
 LA2558  ___________________________________________________________________
 LA2558  X           -     509,105.305 (meters)                     COMP
 LA2558  Y           -  -4,865,619.963 (meters)                     COMP
 LA2558  Z           -   4,079,060.934 (meters)                     COMP
 LA2558  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 LA2558  ELLIP HEIGHT-         288.79  (meters)          (10/07/05) GPS OBS
 LA2558  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LA2558
 LA2558  HORZ ORDER  -  FIRST
 LA2558  ELLP ORDER  -  FOURTH    CLASS I
 LA2558
 LA2558.The horizontal coordinates were established by GPS observations
 LA2558.and adjusted by the National Geodetic Survey in April 1998..
 LA2558
 LA2558.The orthometric height was determined by GPS observations and a
 LA2558.high-resolution geoid model.
 LA2558
 LA2558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2558
 LA2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2558
 LA2558.The ellipsoidal height was determined by GPS observations
 LA2558.and is referenced to NAD 83.
 LA2558
 LA2558.The geoid height was determined by GEOID03.
 LA2558
 LA2558;                    North         East     Units Scale Factor Converg.
 LA2558;SPC OH S     -   224,296.313   469,656.250   MT  0.99999555   -0 58 07.4
 LA2558;UTM  16      - 4,433,153.924   753,781.590   MT  1.00039294   +1 54 45.5
 LA2558;UTM  17      - 4,433,307.500   241,660.536   MT  1.00042168   -1 56 49.3
 LA2558
 LA2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2558!SPC OH S     -   0.99995470  x   0.99999555  =   0.99995025
 LA2558!UTM  16      -   0.99995470  x   1.00039294  =   1.00034762
 LA2558!UTM  17      -   0.99995470  x   1.00042168  =   1.00037636
 LA2558
 LA2558                          SUPERSEDED SURVEY CONTROL
 LA2558
 LA2558  ELLIP H (04/01/98)  288.85   (m)                       GP(       ) 4 1
 LA2558  NAD 83(1986)-  40 00 37.66509(N)    084 01 36.10892(W) AD(       ) 1
 LA2558
 LA2558.Superseded values are not recommended for survey control.
 LA2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2558.See file dsdata.txt to determine how the superseded data were derived.
 LA2558
 LA2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK5378233154(NAD 83)
 LA2558_MARKER: A = ALUMINUM MARKER
 LA2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA2558_STAMPING: 2 1993
 LA2558_MARK LOGO: OH-023
 LA2558_PROJECTION: FLUSH
 LA2558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LA2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2558+STABILITY: SURFACE MOTION
 LA2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2558+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2558
 LA2558  HISTORY     - Date     Condition        Report By
 LA2558  HISTORY     - 1993     MONUMENTED       GEOMET
 LA2558  HISTORY     - 19980811 GOOD             SCHC
 LA2558
 LA2558                          STATION DESCRIPTION
 LA2558
 LA2558'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 LA2558'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PIKE TOWNSHIP ABOUT
 LA2558'4.6 MILES NORTHWEST OF THE VILLAGE OF NORTH HAMPTON.
 LA2558'TO REACH THE STATION FROM THE INTERSECTION OF TROY ROAD (STATE ROUTE
 LA2558'41) AND DIALTON ROAD IN NORTH HAMPTON, PROCEED WEST ALONG TROY ROAD
 LA2558'(STATE ROUTE 41) 4.5 MILES TO ITS INTERSECTION WITH ADDISON-NEW
 LA2558'CARLISLE ROAD.  TURN RIGHT AND PROCEED NORTH ALONG ADDISON-NEW
 LA2558'CARLISLE ROAD 0.2 MILES TO THE STATION ON THE LEFT IN THE NORTHWEST
 LA2558'CORNER OF THE INTERSECTION OF ADDISON-NEW CARLISLE ROAD AND FIELDS
 LA2558'ROAD.
 LA2558'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 LA2558'FLUSH WITH THE GROUND AND STAMPED 2 1993.
 LA2558'THE STATION IS 18.10 FEET NORTHWEST FROM THE NORTHEAST CORNER OF A
 LA2558'CONCRETE CULVERT, 32.08 FEET WEST FROM A NAIL IN THE CENTERLINE OF
 LA2558'ADDISON-NEW CARLISLE ROAD, AND 41.08 FEET NORTH FROM A NAIL IN THE
 LA2558'CENTER LINE OF ADDISON-NEW CARLISLE ROAD.
 LA2558
 LA2558                          STATION RECOVERY (1998)
 LA2558
 LA2558'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 1998 (JMK)
 LA2558'STATION RECOVERY BY BLAIR W.  ELLISON OF THE SCHNEIDER CORPORATION FOR
 LA2558'CLARK COUNTY OHIO.  THE MARK IS 5 MILES (8.0 KM) NORTH OF NEW
 LA2558'CARLISLE, 13 MILES (20.9 KM) NORTHWEST OF SPRINGFIELD, 0.5 MILE (0.8
 LA2558'KM) EAST OF THE CLARK/MONGOMERY COUNTY LINE.  TO REACH THE MARK FROM
 LA2558'OHIO ROAD 235 AT ITS INTERSECTION WITH OHIO ROAD 41 , 3 MILES (4.8 KM)
 LA2558'NORTH OF NEW CARLISLE GO NORTHWEST ALONG HIGHWAY 41 (AKA TROY ROAD)
 LA2558'1.5 MILES (2.4 KM) TO ITS INTERSECTION WITH ADDISON-NEW CARLISLE ROAD,
 LA2558'TURN NORTH AND GO 0.3 MILE (0.5 KM) THRU A RIGHT TURN TO ITS
 LA2558'INTERSECTION WITH FIELD ROAD AND THE STATION ON THE LEFT.  THE MARK IS
 LA2558'AN ALUMINUM DISK IN ROUND CONCRETE SETTING FLUSH IN A CULTIVATED AREA,
 LA2558'17 METERS (55.8 FT) NORTHWEST OF CENTERLINE INTERSECTION FIELDS ROAD
 LA2558'AND ADDISION - CARLISLE ROAD, 7.8 METERS (25.6 FT) SOUTHWEST OF A
 LA2558'TELEPHONE PEDESTAL, 7.35 METERS (24.11 FT) WEST OF A TELEPHONE
 LA2558'PEDESTAL (BOTH ON WEST SIDE OF ADDISION-CARLISLE ROAD) 22.4 METERS
 LA2558'(73.5 FT) WEST OF THE TELEPHONE PEDESTAL ON THE EAST SIDE OF SAID ROAD
 LA2558'21 METERS (68.9 FT) WEST OF THE STOP SIGN FOR FIELDS ROAD, METERS WEST
 LA2558'OF INTERSECTION OF ADDISON-CARLISLE ROAD, 12.5 METERS (41.0 FT) NORTH
 LA2558'OF CENTERLINE FIELDS ROAD.  THE MONUMENT IS FLUSH WITH THE EXISTING
 LA2558'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1803 ***********************************************************************
 JY1803  DESIGNATION -  CLARK 20
 JY1803  PID         -  JY1803
 JY1803  STATE/COUNTY-  OH/CLARK
 JY1803  USGS QUAD   -  SPRINGFIELD (1981)
 JY1803
 JY1803                         *CURRENT SURVEY CONTROL
 JY1803  ___________________________________________________________________
 JY1803* NAD 83(1995)-  39 59 55.74534(N)    083 50 03.58242(W)     ADJUSTED  
 JY1803* NAVD 88     -       288.1    (meters)     945.     (feet)  GPS OBS   
 JY1803  ___________________________________________________________________
 JY1803  X           -     525,524.899 (meters)                     COMP
 JY1803  Y           -  -4,864,683.568 (meters)                     COMP
 JY1803  Z           -   4,078,048.779 (meters)                     COMP
 JY1803  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 JY1803  ELLIP HEIGHT-         254.73  (meters)          (10/07/05) GPS OBS
 JY1803  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JY1803
 JY1803  HORZ ORDER  -  FIRST
 JY1803  ELLP ORDER  -  FOURTH    CLASS I
 JY1803
 JY1803.The horizontal coordinates were established by GPS observations
 JY1803.and adjusted by the National Geodetic Survey in April 1998..
 JY1803
 JY1803.The orthometric height was determined by GPS observations and a
 JY1803.high-resolution geoid model.
 JY1803
 JY1803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1803
 JY1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1803
 JY1803.The ellipsoidal height was determined by GPS observations
 JY1803.and is referenced to NAD 83.
 JY1803
 JY1803.The geoid height was determined by GEOID03.
 JY1803
 JY1803;                    North         East     Units Scale Factor Converg.
 JY1803;SPC OH S     -   222,743.549   486,059.487   MT  0.99999335   -0 50 48.0
 JY1803;UTM  17      - 4,431,474.532   258,041.067   MT  1.00032078   -1 49 21.8
 JY1803
 JY1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1803!SPC OH S     -   0.99996004  x   0.99999335  =   0.99995339
 JY1803!UTM  17      -   0.99996004  x   1.00032078  =   1.00028081
 JY1803
 JY1803:                Primary Azimuth Mark                     Grid Az
 JY1803:SPC OH S     -  CLARK 90                                 197 20 23.3
 JY1803:UTM  17      -  CLARK 90                                 198 18 57.1
 JY1803
 JY1803|---------------------------------------------------------------------|
 JY1803| PID    Reference Object                     Distance      Geod. Az  |
 JY1803|                                                           dddmmss.s |
 JY1803| AE9349 CLARK 90                            APPROX. 0.9 KM 1962935.3 |
 JY1803|---------------------------------------------------------------------|
 JY1803
 JY1803                          SUPERSEDED SURVEY CONTROL
 JY1803
 JY1803  ELLIP H (04/01/98)  254.79   (m)                       GP(       ) 4 1
 JY1803  NAD 83(1986)-  39 59 55.75212(N)    083 50 03.58925(W) AD(       ) 1
 JY1803
 JY1803.Superseded values are not recommended for survey control.
 JY1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1803.See file dsdata.txt to determine how the superseded data were derived.
 JY1803
 JY1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5804131475(NAD 83)
 JY1803_MARKER: DD = SURVEY DISK
 JY1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1803_SP_SET: CONCRETE POST
 JY1803_STAMPING: 20 1993
 JY1803_MARK LOGO: OH-023
 JY1803_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1803+STABILITY: SURFACE MOTION
 JY1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1803+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1996
 JY1803
 JY1803  HISTORY     - Date     Condition        Report By
 JY1803  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1803  HISTORY     - 19960424 GOOD             ATLTEC
 JY1803
 JY1803                          STATION DESCRIPTION
 JY1803
 JY1803'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1803'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP ABOUT
 JY1803'1.0 MILES SOUTH OF THE VILLAGE OF TREMONT CITY.
 JY1803'TO REACH THE STATION FROM THE INTERSECTION OF UPPER VALLEY PIKE AND
 JY1803'TREMONT CITY ROAD IN TREMONT CITY, PROCEED SOUTH ALONG UPPER VALLEY
 JY1803'PIKE 0.9 MILES AND THE STATION ON THE LEFT NEAR THE SOUTHWEST CORNER
 JY1803'OF A CONCRETE RAIL BRIDGE.
 JY1803'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1803'FLUSH WITH THE GROUND AND STAMPED 20 1993.
 JY1803'THE STATION IS 23.2 FEET NORTHWEST FROM THE SOUTHWEST CORNER OF A
 JY1803'CONCRETE HEAD WALL OF A RAIL BRIDGE, 38.4 FEET NORTHEAST FROM A POWER
 JY1803'POLE, AND 53.30 FEET SOUTHEAST FROM ANOTHER POWER POLE.
 JY1803
 JY1803                          STATION RECOVERY (1996)
 JY1803
 JY1803'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1996 (WEH)
 JY1803'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993.  THE STATION IS LOCATED
 JY1803'IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP ABOUT 1.0 MILES (1.6 KM)
 JY1803'SOUTH OF THE VILLAGE OF TREMONT CITY.  TO REACH THE STATION FROM THE
 JY1803'INTERSECTION OF UPPER VALLEY PIKE AND TREMONT CITY ROAD IN TREMONT
 JY1803'CITY, PROCEED SOUTH ALONG UPPER VALLEY PIKE 0.9 MILES (1.4 KM) AND THE
 JY1803'STATION ON THE LEFT NEAR THE SOUTHWEST CORNER OF A CONCRETE RAIL
 JY1803'BRIDGE.  THE STATION IS A 3.25 INCH DIAMETER ALUMINUM CLARK COUNTY
 JY1803'ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED
 JY1803'20 1993.  THE STATION IS 23.2 FEET (7.1 M) NORTHWEST FROM THE
 JY1803'SOUTHWEST CORNER OF A CONCRETE HEAD WALL OF A RAIL BRIDGE, 38.4 FEET
 JY1803'(11.7 M) NORTHEAST FROM A POWER POLE AND 53.3 FEET (16.2 M) SOUTHEAST
 JY1803'FROM ANOTHER POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6258 ***********************************************************************
 DF6258  DESIGNATION -  CLARK 200
 DF6258  PID         -  DF6258
 DF6258  STATE/COUNTY-  OH/CLARK
 DF6258  USGS QUAD   -  NEW MOOREFIELD (1995)
 DF6258
 DF6258                         *CURRENT SURVEY CONTROL
 DF6258  ___________________________________________________________________
 DF6258* NAD 83(1995)-  39 58 14.08414(N)    083 40 41.12437(W)     ADJUSTED  
 DF6258* NAVD 88     -       349.0    (meters)    1145.     (feet)  GPS OBS   
 DF6258  ___________________________________________________________________
 DF6258  X           -     539,015.332 (meters)                     COMP
 DF6258  Y           -  -4,865,281.639 (meters)                     COMP
 DF6258  Z           -   4,075,685.439 (meters)                     COMP
 DF6258  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 DF6258  ELLIP HEIGHT-         315.82  (meters)          (10/07/05) GPS OBS
 DF6258  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DF6258
 DF6258  HORZ ORDER  -  FIRST
 DF6258  ELLP ORDER  -  FOURTH    CLASS I
 DF6258
 DF6258.The horizontal coordinates were established by GPS observations
 DF6258.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6258
 DF6258.The orthometric height was determined by GPS observations and a
 DF6258.high-resolution geoid model.
 DF6258
 DF6258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6258
 DF6258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6258
 DF6258.The ellipsoidal height was determined by GPS observations
 DF6258.and is referenced to NAD 83.
 DF6258
 DF6258.The geoid height was determined by GEOID03.
 DF6258
 DF6258;                    North         East     Units Scale Factor Converg.
 DF6258;SPC OH S     -   219,422.717   499,359.224   MT  0.99998819   -0 44 51.1
 DF6258;UTM  17      - 4,427,926.878   271,286.238   MT  1.00024402   -1 43 16.1
 DF6258
 DF6258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6258!SPC OH S     -   0.99995046  x   0.99998819  =   0.99993865
 DF6258!UTM  17      -   0.99995046  x   1.00024402  =   1.00019446
 DF6258
 DF6258:                Primary Azimuth Mark                     Grid Az
 DF6258:SPC OH S     -  CLARK 36                                 188 07 44.1
 DF6258:UTM  17      -  CLARK 36                                 189 06 09.1
 DF6258
 DF6258|---------------------------------------------------------------------|
 DF6258| PID    Reference Object                     Distance      Geod. Az  |
 DF6258|                                                           dddmmss.s |
 DF6258| JY1824 CLARK 36                            APPROX. 1.2 KM 1872253.0 |
 DF6258|---------------------------------------------------------------------|
 DF6258
 DF6258                          SUPERSEDED SURVEY CONTROL
 DF6258
 DF6258  ELLIP H (06/24/03)  315.88   (m)                       GP(       ) 4 1
 DF6258
 DF6258.Superseded values are not recommended for survey control.
 DF6258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6258.See file dsdata.txt to determine how the superseded data were derived.
 DF6258
 DF6258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7128627927(NAD 83)
 DF6258_MARKER: DD = SURVEY DISK
 DF6258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6258_STAMPING: 200 1999
 DF6258_MARK LOGO: OH-023
 DF6258_PROJECTION: FLUSH
 DF6258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6258+STABILITY: SURFACE MOTION
 DF6258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6258+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6258
 DF6258  HISTORY     - Date     Condition        Report By
 DF6258  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6258  HISTORY     - 19990415 GOOD             ATLTEC
 DF6258
 DF6258                          STATION DESCRIPTION
 DF6258
 DF6258'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6258'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6258'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP,
 DF6258'TOWN 6, RANGE 10,
 DF6258'SECTION 26 APPROXIMATELY 9.5 MILES NORTHEAST FROM SPRINGFIELD. FROM
 DF6258'SPRINGFIELD AT THE
 DF6258'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN
 DF6258'STREET 1.1 MILES TO THE
 DF6258'INTERSECTION WITH U.S.40.  CONTINUE EAST ALONG MAIN STREET (U.S.40)
 DF6258'5.52 MILES TO THE
 DF6258'INTERSECTION AT BOWMAN ROAD, THEN PROCEED NORTH ON BOWMAN ROAD 1.22
 DF6258'MILES TO THE
 DF6258'INTERSECTION OF OLD COLUMBUS ROAD,  CONTINUE NORTH ON MAHAR ROAD 2.0
 DF6258'MILES.
 DF6258'THE STATION IS LOCATED EAST OF THE ROADWAY FROM THIS POINT. THE
 DF6258'STATION IS A 3.25 INCH
 DF6258'DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 200 1999, SET IN A
 DF6258'CONCRETE
 DF6258'MONUMENT AT GRADE.  THE STATION IS REFERENCED 33.38 FEET NORTHWEST TO
 DF6258'A P.K. NAIL SET IN
 DF6258'THE CENTER OF THE ROADWAY, 23.36 FEET WEST TO A P.K. NAIL SET IN THE
 DF6258'CENTER OF THE
 DF6258'ROADWAY AND 33.79 FEET SOUTHWEST TO A P.K. NAIL SET IN THE CENTER OF
 DF6258'THE ROADWAY.
 DF6258'
 DF6258'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6259 ***********************************************************************
 DF6259  DESIGNATION -  CLARK 201
 DF6259  PID         -  DF6259
 DF6259  STATE/COUNTY-  OH/CLARK
 DF6259  USGS QUAD   -  NEW MOOREFIELD (1995)
 DF6259
 DF6259                         *CURRENT SURVEY CONTROL
 DF6259  ___________________________________________________________________
 DF6259* NAD 83(1995)-  39 56 39.26667(N)    083 40 54.87955(W)     ADJUSTED  
 DF6259* NAVD 88     -       333.8    (meters)    1095.     (feet)  GPS OBS   
 DF6259  ___________________________________________________________________
 DF6259  X           -     538,896.293 (meters)                     COMP
 DF6259  Y           -  -4,867,172.812 (meters)                     COMP
 DF6259  Z           -   4,073,433.942 (meters)                     COMP
 DF6259  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 DF6259  ELLIP HEIGHT-         300.64  (meters)          (10/07/05) GPS OBS
 DF6259  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DF6259
 DF6259  HORZ ORDER  -  FIRST
 DF6259  ELLP ORDER  -  FOURTH    CLASS I
 DF6259
 DF6259.The horizontal coordinates were established by GPS observations
 DF6259.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6259
 DF6259.The orthometric height was determined by GPS observations and a
 DF6259.high-resolution geoid model.
 DF6259
 DF6259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6259
 DF6259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6259
 DF6259.The ellipsoidal height was determined by GPS observations
 DF6259.and is referenced to NAD 83.
 DF6259
 DF6259.The geoid height was determined by GEOID03.
 DF6259
 DF6259;                    North         East     Units Scale Factor Converg.
 DF6259;SPC OH S     -   216,502.845   498,994.559   MT  0.99998359   -0 44 59.8
 DF6259;UTM  17      - 4,425,012.866   270,871.928   MT  1.00024636   -1 43 21.5
 DF6259
 DF6259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6259!SPC OH S     -   0.99995284  x   0.99998359  =   0.99993643
 DF6259!UTM  17      -   0.99995284  x   1.00024636  =   1.00019919
 DF6259
 DF6259:                Primary Azimuth Mark                     Grid Az
 DF6259:SPC OH S     -  CLARK 36                                 006 26 02.4
 DF6259:UTM  17      -  CLARK 36                                 007 24 24.1
 DF6259
 DF6259|---------------------------------------------------------------------|
 DF6259| PID    Reference Object                     Distance      Geod. Az  |
 DF6259|                                                           dddmmss.s |
 DF6259| JY1824 CLARK 36                            APPROX. 1.8 KM 0054102.6 |
 DF6259|---------------------------------------------------------------------|
 DF6259
 DF6259                          SUPERSEDED SURVEY CONTROL
 DF6259
 DF6259  ELLIP H (06/24/03)  300.69   (m)                       GP(       ) 4 1
 DF6259
 DF6259.Superseded values are not recommended for survey control.
 DF6259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6259.See file dsdata.txt to determine how the superseded data were derived.
 DF6259
 DF6259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7087225013(NAD 83)
 DF6259_MARKER: DD = SURVEY DISK
 DF6259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6259_STAMPING: 201 1999
 DF6259_MARK LOGO: OH-023
 DF6259_PROJECTION: FLUSH
 DF6259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6259+STABILITY: SURFACE MOTION
 DF6259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6259+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6259
 DF6259  HISTORY     - Date     Condition        Report By
 DF6259  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6259  HISTORY     - 19990415 GOOD             ATLTEC
 DF6259
 DF6259                          STATION DESCRIPTION
 DF6259
 DF6259'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6259'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999.
 DF6259'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP,
 DF6259'TOWN 6, RANGE 10,
 DF6259'SECTION 31 APPROXIMATELY 7 MILES NORTHEAST FROM SPRINGFIELD. FROM
 DF6259'SPRINGFIELD, AT THE
 DF6259'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN
 DF6259'STREET 1.1 MILES TO THE
 DF6259'INTERSECTION WITH U.S.40. CONTINUE EAST ALONG MAIN STREET(U.S.40) 5.52
 DF6259'MILES TO THE
 DF6259'INTERSECTION AT BOWMAN ROAD, THEN PROCEED NORTH ON BOWMAN ROAD 1.22
 DF6259'MILES TO THE
 DF6259'INTERSECTION OF OLD COLUMBUS ROAD, CONTINUE NORTH ON MAHAR ROAD 0.16
 DF6259'MILES. THE
 DF6259'STATION IS LOCATED WEST OF THE ROADWAY FROM THIS POINT. THE STATION IS
 DF6259'A 3.25 INCH
 DF6259'DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 201 1999, SET IN
 DF6259'TOP OF A CONCRETE
 DF6259'MONUMENT AT GRADE. THE STATION IS REFERENCED 47.28 FEET NORTHEAST TO
 DF6259'POWER POLE 142
 DF6259'GW 5, 15.68 FEET EAST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY
 DF6259'AND 26.08 FEET
 DF6259'SOUTHEAST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6259'
 DF6259'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6260 ***********************************************************************
 DF6260  DESIGNATION -  CLARK 202
 DF6260  PID         -  DF6260
 DF6260  STATE/COUNTY-  OH/CLARK
 DF6260  USGS QUAD   -  URBANA EAST (1980)
 DF6260
 DF6260                         *CURRENT SURVEY CONTROL
 DF6260  ___________________________________________________________________
 DF6260* NAD 83(1995)-  40 00 20.52740(N)    083 38 46.69924(W)     ADJUSTED  
 DF6260* NAVD 88     -       340.6    (meters)    1117.     (feet)  GPS OBS   
 DF6260  ___________________________________________________________________
 DF6260  X           -     541,436.182 (meters)                     COMP
 DF6260  Y           -  -4,862,484.551 (meters)                     COMP
 DF6260  Z           -   4,078,668.164 (meters)                     COMP
 DF6260  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 DF6260  ELLIP HEIGHT-         307.39  (meters)          (10/07/05) GPS OBS
 DF6260  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DF6260
 DF6260  HORZ ORDER  -  FIRST
 DF6260  ELLP ORDER  -  FOURTH    CLASS I
 DF6260
 DF6260.The horizontal coordinates were established by GPS observations
 DF6260.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6260
 DF6260.The orthometric height was determined by GPS observations and a
 DF6260.high-resolution geoid model.
 DF6260
 DF6260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6260
 DF6260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6260
 DF6260.The ellipsoidal height was determined by GPS observations
 DF6260.and is referenced to NAD 83.
 DF6260
 DF6260.The geoid height was determined by GEOID03.
 DF6260
 DF6260;                    North         East     Units Scale Factor Converg.
 DF6260;SPC OH S     -   223,287.297   502,123.861   MT  0.99999465   -0 43 38.5
 DF6260;UTM  17      - 4,431,744.834   274,116.867   MT  1.00022817   -1 42 07.0
 DF6260
 DF6260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6260!SPC OH S     -   0.99995178  x   0.99999465  =   0.99994643
 DF6260!UTM  17      -   0.99995178  x   1.00022817  =   1.00017994
 DF6260
 DF6260:                Primary Azimuth Mark                     Grid Az
 DF6260:SPC OH S     -  CLARK 203                                184 55 00.7
 DF6260:UTM  17      -  CLARK 203                                185 53 29.2
 DF6260
 DF6260|---------------------------------------------------------------------|
 DF6260| PID    Reference Object                     Distance      Geod. Az  |
 DF6260|                                                           dddmmss.s |
 DF6260| DF6261 CLARK 203                           APPROX. 1.5 KM 1841122.2 |
 DF6260|---------------------------------------------------------------------|
 DF6260
 DF6260                          SUPERSEDED SURVEY CONTROL
 DF6260
 DF6260  ELLIP H (06/24/03)  307.44   (m)                       GP(       ) 4 1
 DF6260
 DF6260.Superseded values are not recommended for survey control.
 DF6260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6260.See file dsdata.txt to determine how the superseded data were derived.
 DF6260
 DF6260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE7411731745(NAD 83)
 DF6260_MARKER: DD = SURVEY DISK
 DF6260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6260_STAMPING: 202 1999
 DF6260_MARK LOGO: OH-023
 DF6260_PROJECTION: FLUSH
 DF6260_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6260+STABILITY: SURFACE MOTION
 DF6260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6260+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6260
 DF6260  HISTORY     - Date     Condition        Report By
 DF6260  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6260  HISTORY     - 19990415 GOOD             ATLTEC
 DF6260
 DF6260                          STATION DESCRIPTION
 DF6260
 DF6260'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6260'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999.
 DF6260'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP,
 DF6260'TOWN 6, RANGE 10,
 DF6260'SECTION 28 APPROXIMATELY 16.5 MILES NORTHEAST FROM SPRINGFIELD. FROM
 DF6260'SPRINGFIELD AT THE
 DF6260'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN
 DF6260'STREET 1.1 MILES TO THE
 DF6260'INTERSECTION WITH U.S 40. CONTINUE EAST ALONG MAIN STREET(U.S.40) 5.52
 DF6260'MILES TO THE
 DF6260'INTERSECTION AT BOWMAN ROAD, THEN PROCEED NORTH ON BOWMAN ROAD 1.22
 DF6260'MILES TO THE
 DF6260'INTERSECTION IF OLD COLUMBUS ROAD, CONTINUE NORTH ON MAHAR ROAD 7.95
 DF6260'MILES TO THE
 DF6260'INTERSECTION AT NEER ROAD, THEN PROCEED EAST ON NEER ROAD 0.76 MILES
 DF6260'TO THE
 DF6260'INTERSECTION AT VERNON/ASBURY ROAD, THEN PROCEED NORTH ON
 DF6260'VERNON/ASBURY ROAD 1.12
 DF6260'MILES. THE STATION IS LOCATED SOUTH OF THE ROADWAY FROM THIS POINT.
 DF6260'THE STATION IS A 3.25
 DF6260'INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 202 1999, SET
 DF6260'IN A CONCRETE
 DF6260'MONUMENT AT GRADE. THE STATION IS REFERENCED 83.95 FEET NORTHEAST TO
 DF6260'POWER POLE E 138
 DF6260'GT 44, 13.63 FEET NORTH TO A P.K. NAIL SET IN THE CENTER OF THE
 DF6260'ROADWAY AND 19.77 FEET
 DF6260'NORTHWEST TO A P.K. NAIL SET IN THE CENTER OF THE ROAD.
 DF6260' 
 DF6260'
 DF6260'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6261 ***********************************************************************
 DF6261  DESIGNATION -  CLARK 203
 DF6261  PID         -  DF6261
 DF6261  STATE/COUNTY-  OH/CLARK
 DF6261  USGS QUAD   -  NEW MOOREFIELD (1995)
 DF6261
 DF6261                         *CURRENT SURVEY CONTROL
 DF6261  ___________________________________________________________________
 DF6261* NAD 83(1995)-  39 59 32.45304(N)    083 38 51.27762(W)     ADJUSTED  
 DF6261* NAVD 88     -       334.7    (meters)    1098.     (feet)  GPS OBS   
 DF6261  ___________________________________________________________________
 DF6261  X           -     541,433.207 (meters)                     COMP
 DF6261  Y           -  -4,863,439.339 (meters)                     COMP
 DF6261  Z           -   4,077,528.439 (meters)                     COMP
 DF6261  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DF6261  ELLIP HEIGHT-         301.48  (meters)          (10/07/05) GPS OBS
 DF6261  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DF6261
 DF6261  HORZ ORDER  -  FIRST
 DF6261  ELLP ORDER  -  FOURTH    CLASS I
 DF6261
 DF6261.The horizontal coordinates were established by GPS observations
 DF6261.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6261
 DF6261.The orthometric height was determined by GPS observations and a
 DF6261.high-resolution geoid model.
 DF6261
 DF6261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6261
 DF6261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6261
 DF6261.The ellipsoidal height was determined by GPS observations
 DF6261.and is referenced to NAD 83.
 DF6261
 DF6261.The geoid height was determined by GEOID03.
 DF6261
 DF6261;                    North         East     Units Scale Factor Converg.
 DF6261;SPC OH S     -   221,806.051   501,996.434   MT  0.99999215   -0 43 41.4
 DF6261;UTM  17      - 4,430,265.621   273,964.235   MT  1.00022902   -1 42 08.2
 DF6261
 DF6261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6261!SPC OH S     -   0.99995271  x   0.99999215  =   0.99994486
 DF6261!UTM  17      -   0.99995271  x   1.00022902  =   1.00018172
 DF6261
 DF6261:                Primary Azimuth Mark                     Grid Az
 DF6261:SPC OH S     -  CLARK 199                                293 44 56.3
 DF6261:UTM  17      -  CLARK 199                                294 43 23.1
 DF6261
 DF6261|---------------------------------------------------------------------|
 DF6261| PID    Reference Object                     Distance      Geod. Az  |
 DF6261|                                                           dddmmss.s |
 DF6261| DF6257 CLARK 199                           APPROX. 1.5 KM 2930114.9 |
 DF6261|---------------------------------------------------------------------|
 DF6261
 DF6261                          SUPERSEDED SURVEY CONTROL
 DF6261
 DF6261  ELLIP H (06/24/03)  301.53   (m)                       GP(       ) 4 1
 DF6261
 DF6261.Superseded values are not recommended for survey control.
 DF6261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6261.See file dsdata.txt to determine how the superseded data were derived.
 DF6261
 DF6261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7396430266(NAD 83)
 DF6261_MARKER: DD = SURVEY DISK
 DF6261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6261_STAMPING: 203 1999
 DF6261_MARK LOGO: OH-023
 DF6261_PROJECTION: FLUSH
 DF6261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6261+STABILITY: SURFACE MOTION
 DF6261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6261+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6261
 DF6261  HISTORY     - Date     Condition        Report By
 DF6261  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6261  HISTORY     - 19990415 GOOD             ATLTEC
 DF6261
 DF6261                          STATION DESCRIPTION
 DF6261
 DF6261'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6261'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6261'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP,
 DF6261'TOWN 6, RANGE 10,
 DF6261'SECTION 28 APPROXIMATELY 16.5 MILES NORTHEAST FROM SPRINGFIELD. FROM
 DF6261'SPRINGFIELD AT THE
 DF6261'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN
 DF6261'STREET 1.1 MILES TO THE
 DF6261'INTERSECTION WITH U.S.40. CONTINUE EAST ALONG MAIN STREET(U.S.40) 5.52
 DF6261'MILES TO THE INTER-
 DF6261'SECTION AT BOWMAN ROAD, THEN PROCEED NORTH ON BOWMAN ROAD 1.22 MILES
 DF6261'TO THE INTER-
 DF6261'SECTION OF OLD COLUMBUS ROAD, CONTINUE NORTH ON MAHAR ROAD 7.95 MILES
 DF6261'TO THE INTER-
 DF6261'SECTION AT NEER ROAD, THEN PROCEED EAST ON NEER ROAD 0.76 MILES TO THE
 DF6261'INTERSECTION
 DF6261'AT VERNON/ASBURY ROAD, THEN PROCEED NORTH ON VERNON/ASBURY ROAD 0.19
 DF6261'MILES. THE
 DF6261'STATION IS LOCATED WEST OF THE ROADWAY FROM THIS POINT.THE STATION IS
 DF6261'A 3.25 INCH
 DF6261'DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 203 1999, SET IN A
 DF6261'CONCRETE
 DF6261'MONUMENT AT GRADE. THE STATION IS REFERENCED 53.48 FEET NORTH TO POWER
 DF6261'POLE 139 GT 26,
 DF6261'37.32 FEET EAST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY AND
 DF6261'29.24 FEET SOUTHEAST TO
 DF6261'A P.K. NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6261'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6262 ***********************************************************************
 DF6262  DESIGNATION -  CLARK 204
 DF6262  PID         -  DF6262
 DF6262  STATE/COUNTY-  OH/CLARK
 DF6262  USGS QUAD   -  MECHANICSBURG (1980)
 DF6262
 DF6262                         *CURRENT SURVEY CONTROL
 DF6262  ___________________________________________________________________
 DF6262* NAD 83(1995)-  40 00 19.87807(N)    083 36 42.75397(W)     ADJUSTED  
 DF6262* NAVD 88     -       375.2    (meters)    1231.     (feet)  GPS OBS   
 DF6262  ___________________________________________________________________
 DF6262  X           -     544,362.349 (meters)                     COMP
 DF6262  Y           -  -4,862,197.449 (meters)                     COMP
 DF6262  Z           -   4,078,675.060 (meters)                     COMP
 DF6262  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DF6262  ELLIP HEIGHT-         341.98  (meters)          (10/07/05) GPS OBS
 DF6262  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DF6262
 DF6262  HORZ ORDER  -  FIRST
 DF6262  ELLP ORDER  -  FOURTH    CLASS I
 DF6262
 DF6262.The horizontal coordinates were established by GPS observations
 DF6262.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6262
 DF6262.The orthometric height was determined by GPS observations and a
 DF6262.high-resolution geoid model.
 DF6262
 DF6262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6262
 DF6262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6262
 DF6262.The ellipsoidal height was determined by GPS observations
 DF6262.and is referenced to NAD 83.
 DF6262
 DF6262.The geoid height was determined by GEOID03.
 DF6262
 DF6262;                    North         East     Units Scale Factor Converg.
 DF6262;SPC OH S     -   223,230.513   505,063.170   MT  0.99999462   -0 42 19.8
 DF6262;UTM  17      - 4,431,638.048   277,055.448   MT  1.00021193   -1 40 47.2
 DF6262
 DF6262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6262!SPC OH S     -   0.99994635  x   0.99999462  =   0.99994097
 DF6262!UTM  17      -   0.99994635  x   1.00021193  =   1.00015827
 DF6262
 DF6262:                Primary Azimuth Mark                     Grid Az
 DF6262:SPC OH S     -  CLARK 205                                177 59 17.2
 DF6262:UTM  17      -  CLARK 205                                178 57 44.6
 DF6262
 DF6262|---------------------------------------------------------------------|
 DF6262| PID    Reference Object                     Distance      Geod. Az  |
 DF6262|                                                           dddmmss.s |
 DF6262| DF6263 CLARK 205                           APPROX. 1.7 KM 1771657.4 |
 DF6262|---------------------------------------------------------------------|
 DF6262
 DF6262                          SUPERSEDED SURVEY CONTROL
 DF6262
 DF6262  ELLIP H (06/24/03)  342.03   (m)                       GP(       ) 4 1
 DF6262
 DF6262.Superseded values are not recommended for survey control.
 DF6262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6262.See file dsdata.txt to determine how the superseded data were derived.
 DF6262
 DF6262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE7705531638(NAD 83)
 DF6262_MARKER: DD = SURVEY DISK
 DF6262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6262_STAMPING: 204 1999
 DF6262_MARK LOGO: OH-023
 DF6262_PROJECTION: FLUSH
 DF6262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6262+STABILITY: SURFACE MOTION
 DF6262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6262+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6262
 DF6262  HISTORY     - Date     Condition        Report By
 DF6262  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6262  HISTORY     - 19990415 GOOD             ATLTEC
 DF6262
 DF6262                          STATION DESCRIPTION
 DF6262
 DF6262'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6262'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6262'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP,
 DF6262'V.M.S. 8990, APPROXI-
 DF6262'MATELY 16 MILES NORTHEAST OF SPRINGFIELD. FROM SPRINGFIELD, AT THE
 DF6262'INTERSECTION OF MAIN
 DF6262'STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN STREET 1.1 MILES TO THE
 DF6262'INTERSECTION WITH
 DF6262'U.S.40. CONTINUE EAST ALONG MAIN STREET(U.S.40) 9.33 MILES TO THE
 DF6262'INTERSECTION AT S.R. 54,
 DF6262'THEN PROCEED NORTH ON S.R. 54  5.19 MILES TO THE INTERSECTION AT
 DF6262'MECHANICSBURG/CATAWBA
 DF6262'ROAD, THEN PROCEED NORTHEAST 0.68 MILES. THE STATION IS LOCATED NORTH
 DF6262'OF THE ROADWAY
 DF6262'FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY
 DF6262'ENGINEER SURVEY DISK
 DF6262'STAMPED 204 1999, SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS
 DF6262'REFERENCED 63.88
 DF6262'FEET SOUTHEAST TO A POWER POLE 138 GR 8, 38.95 FEET SOUTHWEST TO A
 DF6262'TELEPHONE POLE AND
 DF6262'35.84 FEET NORTHWEST TO A POWER POLE 138 GR 56 25T.
 DF6262'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6263 ***********************************************************************
 DF6263  DESIGNATION -  CLARK 205
 DF6263  PID         -  DF6263
 DF6263  STATE/COUNTY-  OH/CLARK
 DF6263  USGS QUAD   -  VIENNA (1973)
 DF6263
 DF6263                         *CURRENT SURVEY CONTROL
 DF6263  ___________________________________________________________________
 DF6263* NAD 83(1995)-  39 59 24.15113(N)    083 36 39.31531(W)     ADJUSTED  
 DF6263* NAVD 88     -       348.5    (meters)    1143.     (feet)  GPS OBS   
 DF6263  ___________________________________________________________________
 DF6263  X           -     544,564.081 (meters)                     COMP
 DF6263  Y           -  -4,863,266.056 (meters)                     COMP
 DF6263  Z           -   4,077,341.168 (meters)                     COMP
 DF6263  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 DF6263  ELLIP HEIGHT-         315.35  (meters)          (10/07/05) GPS OBS
 DF6263  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DF6263
 DF6263  HORZ ORDER  -  FIRST
 DF6263  ELLP ORDER  -  FOURTH    CLASS I
 DF6263
 DF6263.The horizontal coordinates were established by GPS observations
 DF6263.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6263
 DF6263.The orthometric height was determined by GPS observations and a
 DF6263.high-resolution geoid model.
 DF6263
 DF6263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6263
 DF6263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6263
 DF6263.The ellipsoidal height was determined by GPS observations
 DF6263.and is referenced to NAD 83.
 DF6263
 DF6263.The geoid height was determined by GEOID03.
 DF6263
 DF6263;                    North         East     Units Scale Factor Converg.
 DF6263;SPC OH S     -   221,510.869   505,123.578   MT  0.99999172   -0 42 17.6
 DF6263;UTM  17      - 4,429,917.249   277,086.623   MT  1.00021176   -1 40 43.0
 DF6263
 DF6263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6263!SPC OH S     -   0.99995053  x   0.99999172  =   0.99994225
 DF6263!UTM  17      -   0.99995053  x   1.00021176  =   1.00016228
 DF6263
 DF6263:                Primary Azimuth Mark                     Grid Az
 DF6263:SPC OH S     -  CLARK 204                                357 59 17.2
 DF6263:UTM  17      -  CLARK 204                                358 57 42.6
 DF6263
 DF6263|---------------------------------------------------------------------|
 DF6263| PID    Reference Object                     Distance      Geod. Az  |
 DF6263|                                                           dddmmss.s |
 DF6263| DF6262 CLARK 204                           APPROX. 1.7 KM 3571659.6 |
 DF6263|---------------------------------------------------------------------|
 DF6263
 DF6263                          SUPERSEDED SURVEY CONTROL
 DF6263
 DF6263  ELLIP H (06/24/03)  315.40   (m)                       GP(       ) 4 1
 DF6263
 DF6263.Superseded values are not recommended for survey control.
 DF6263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6263.See file dsdata.txt to determine how the superseded data were derived.
 DF6263
 DF6263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7708729917(NAD 83)
 DF6263_MARKER: DD = SURVEY DISK
 DF6263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6263_STAMPING: 205 1999
 DF6263_MARK LOGO: OH-023
 DF6263_PROJECTION: FLUSH
 DF6263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6263+STABILITY: SURFACE MOTION
 DF6263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6263+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6263
 DF6263  HISTORY     - Date     Condition        Report By
 DF6263  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6263  HISTORY     - 19990415 GOOD             ATLTEC
 DF6263
 DF6263                          STATION DESCRIPTION
 DF6263
 DF6263'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6263'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6263'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN THE PLEASANT TOWNSHIP,
 DF6263'V.M.S. 4545 APPROXI-
 DF6263'MATELY 16 MILES NORTHEAST FROM SPRINGFIELD. FROM SPRINGFIELD AT THE
 DF6263'INTERSECTION OF
 DF6263'MAIN STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN STREET 1.1 MILES TO
 DF6263'THE INTERSECTION
 DF6263'WITH U.S.40. CONTINUE EAST ALONG MAIN STREET(U.S.40) 9.33 MILES TO THE
 DF6263'INTERSECTION AT
 DF6263'S.R.54, THEN PROCEED NORTH ON S.R. 54 3.60 MILES TO THE INTERSECTION
 DF6263'AT BROADGUAGE ROAD,
 DF6263'THEN PROCEED EAST ON BROADGUAGE ROAD 1.12 MILES TO THE INTERSECTION AT
 DF6263'MCCONKEY ROAD,
 DF6263'THEN PROCEED NORTH ON MCCONKEY ROAD 0.80 MILES. THE STATION IS LOCATED
 DF6263'WEST OF THE
 DF6263'ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK
 DF6263'COUNTY ENGINEER
 DF6263'SURVEY DISK STAMPED 205 1999, SET IN A CONCRETE MONUMENT AT GRADE. THE
 DF6263'STATION IS
 DF6263'REFERENCED 31.42 FEET NORTH TO A P.K. NAIL SET IN THE CENTER OF THE
 DF6263'ROADWAY, 32.38 FEET
 DF6263'EAST TO A TELEPHONE POLE AND 33.81 FEET SOUTHEAST TO A P.K. NAIL SET
 DF6263'IN THE CENTER OF THE
 DF6263'ROADWAY.
 DF6263' 
 DF6263'
 DF6263'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6264 ***********************************************************************
 DF6264  DESIGNATION -  CLARK 206
 DF6264  PID         -  DF6264
 DF6264  STATE/COUNTY-  OH/CLARK
 DF6264  USGS QUAD   -  VIENNA (1973)
 DF6264
 DF6264                         *CURRENT SURVEY CONTROL
 DF6264  ___________________________________________________________________
 DF6264* NAD 83(1995)-  39 58 00.96665(N)    083 37 07.53481(W)     ADJUSTED  
 DF6264* NAVD 88     -       379.7    (meters)    1246.     (feet)  GPS OBS   
 DF6264  ___________________________________________________________________
 DF6264  X           -     544,084.607 (meters)                     COMP
 DF6264  Y           -  -4,865,002.626 (meters)                     COMP
 DF6264  Z           -   4,075,395.139 (meters)                     COMP
 DF6264  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 DF6264  ELLIP HEIGHT-         346.62  (meters)          (10/07/05) GPS OBS
 DF6264  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DF6264
 DF6264  HORZ ORDER  -  FIRST
 DF6264  ELLP ORDER  -  FOURTH    CLASS I
 DF6264
 DF6264.The horizontal coordinates were established by GPS observations
 DF6264.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6264
 DF6264.The orthometric height was determined by GPS observations and a
 DF6264.high-resolution geoid model.
 DF6264
 DF6264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6264
 DF6264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6264
 DF6264.The ellipsoidal height was determined by GPS observations
 DF6264.and is referenced to NAD 83.
 DF6264
 DF6264.The geoid height was determined by GEOID03.
 DF6264
 DF6264;                    North         East     Units Scale Factor Converg.
 DF6264;SPC OH S     -   218,953.712   504,422.370   MT  0.99998754   -0 42 35.5
 DF6264;UTM  17      - 4,427,371.802   276,341.911   MT  1.00021586   -1 40 58.2
 DF6264
 DF6264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6264!SPC OH S     -   0.99994563  x   0.99998754  =   0.99993317
 DF6264!UTM  17      -   0.99994563  x   1.00021586  =   1.00016147
 DF6264
 DF6264:                Primary Azimuth Mark                     Grid Az
 DF6264:SPC OH S     -  CLARK 46                                 175 12 57.0
 DF6264:UTM  17      -  CLARK 46                                 176 11 19.7
 DF6264
 DF6264|---------------------------------------------------------------------|
 DF6264| PID    Reference Object                     Distance      Geod. Az  |
 DF6264|                                                           dddmmss.s |
 DF6264| JY1836 CLARK 46                            APPROX. 1.2 KM 1743021.5 |
 DF6264|---------------------------------------------------------------------|
 DF6264
 DF6264                          SUPERSEDED SURVEY CONTROL
 DF6264
 DF6264  ELLIP H (06/24/03)  346.67   (m)                       GP(       ) 4 1
 DF6264
 DF6264.Superseded values are not recommended for survey control.
 DF6264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6264.See file dsdata.txt to determine how the superseded data were derived.
 DF6264
 DF6264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7634227372(NAD 83)
 DF6264_MARKER: DD = SURVEY DISK
 DF6264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6264_STAMPING: 206 1999
 DF6264_MARK LOGO: OH-023
 DF6264_PROJECTION: FLUSH
 DF6264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6264+STABILITY: SURFACE MOTION
 DF6264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6264+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6264
 DF6264  HISTORY     - Date     Condition        Report By
 DF6264  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6264  HISTORY     - 19990415 GOOD             ATLTEC
 DF6264
 DF6264                          STATION DESCRIPTION
 DF6264
 DF6264'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6264'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6264'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP, TOWN
 DF6264'6, RANGE 9,
 DF6264'SECTION 12 APPROXIMATELY 13 MILES NORTHEAST FROM SPRINGFIELD. FROM
 DF6264'SPRINGFIELD, AT THE
 DF6264'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN
 DF6264'STREET 1.1 MILES TO THE
 DF6264'INTERSECTION WITH U.S.40   CONTINUE EAST ALONG MAIN STREET (U.S.40)
 DF6264'9.33 MILES TO THE
 DF6264'INTERSECTION AT S.R.54, THEN PROCEED NORTH ON S.R.54 2.85 MILES. THE
 DF6264'STATION IS LOCATED
 DF6264'WEST OF THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH
 DF6264'DIAMETER CLARK COUNTY
 DF6264'ENGINEER SURVEY DISK STAMPED 206 1999, SET IN A CONCRETE MONUMENT AT
 DF6264'GRADE. THE STATION
 DF6264'IS REFERENCED 89.68 FEET SOUTHEAST TO POWER POLE 140 GS 42, 21.78 FEET
 DF6264'EAST TO A  P.K. NAIL
 DF6264'SET IN THE CENTER OF THE ROADWAY AND 33.52 FEET NORTHEAST TO A P.K.
 DF6264'NAIL SET IN THE
 DF6264'CENTER OF THE ROADWAY.
 DF6264'
 DF6264'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6265 ***********************************************************************
 DF6265  DESIGNATION -  CLARK 207
 DF6265  PID         -  DF6265
 DF6265  STATE/COUNTY-  OH/CLARK
 DF6265  USGS QUAD   -  VIENNA (1973)
 DF6265
 DF6265                         *CURRENT SURVEY CONTROL
 DF6265  ___________________________________________________________________
 DF6265* NAD 83(1995)-  39 56 20.21112(N)    083 36 42.12890(W)     ADJUSTED  
 DF6265* NAVD 88     -       379.4    (meters)    1245.     (feet)  GPS OBS   
 DF6265  ___________________________________________________________________
 DF6265  X           -     544,905.859 (meters)                     COMP
 DF6265  Y           -  -4,866,918.645 (meters)                     COMP
 DF6265  Z           -   4,073,012.664 (meters)                     COMP
 DF6265  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DF6265  ELLIP HEIGHT-         346.36  (meters)          (10/07/05) GPS OBS
 DF6265  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DF6265
 DF6265  HORZ ORDER  -  FIRST
 DF6265  ELLP ORDER  -  FOURTH    CLASS I
 DF6265
 DF6265.The horizontal coordinates were established by GPS observations
 DF6265.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6265
 DF6265.The orthometric height was determined by GPS observations and a
 DF6265.high-resolution geoid model.
 DF6265
 DF6265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6265
 DF6265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6265
 DF6265.The ellipsoidal height was determined by GPS observations
 DF6265.and is referenced to NAD 83.
 DF6265
 DF6265.The geoid height was determined by GEOID03.
 DF6265
 DF6265;                    North         East     Units Scale Factor Converg.
 DF6265;SPC OH S     -   215,838.975   504,986.991   MT  0.99998269   -0 42 19.4
 DF6265;UTM  17      - 4,424,247.215   276,853.705   MT  1.00021305   -1 40 38.4
 DF6265
 DF6265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6265!SPC OH S     -   0.99994567  x   0.99998269  =   0.99992836
 DF6265!UTM  17      -   0.99994567  x   1.00021305  =   1.00015870
 DF6265
 DF6265:                Primary Azimuth Mark                     Grid Az
 DF6265:SPC OH S     -  CLARK 243                                128 20 40.9
 DF6265:UTM  17      -  CLARK 243                                129 18 59.9
 DF6265
 DF6265|---------------------------------------------------------------------|
 DF6265| PID    Reference Object                     Distance      Geod. Az  |
 DF6265|                                                           dddmmss.s |
 DF6265| DF6291 CLARK 243                           APPROX. 1.2 KM 1273821.5 |
 DF6265|---------------------------------------------------------------------|
 DF6265
 DF6265                          SUPERSEDED SURVEY CONTROL
 DF6265
 DF6265  ELLIP H (06/24/03)  346.41   (m)                       GP(       ) 4 1
 DF6265
 DF6265.Superseded values are not recommended for survey control.
 DF6265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6265.See file dsdata.txt to determine how the superseded data were derived.
 DF6265
 DF6265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7685424247(NAD 83)
 DF6265_MARKER: DD = SURVEY DISK
 DF6265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6265_STAMPING: 207 1999
 DF6265_MARK LOGO: OH-023
 DF6265_PROJECTION: FLUSH
 DF6265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6265+STABILITY: SURFACE MOTION
 DF6265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6265+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6265
 DF6265  HISTORY     - Date     Condition        Report By
 DF6265  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6265  HISTORY     - 19990415 GOOD             ATLTEC
 DF6265
 DF6265                          STATION DESCRIPTION
 DF6265
 DF6265'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6265'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6265'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP, TOWN
 DF6265'6, RANGE 9,
 DF6265'SECTION 12 APPROXIMATELY 11 MILES EAST FROM SPRINGFIELD. FROM
 DF6265'SPRINGFIELD AT THE
 DF6265'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN
 DF6265'STREET 1.1 MILES TO THE
 DF6265'INTERSECTION WITH U.S.40.  CONTINUE EAST ALONG MAIN STREET (U.S.40)
 DF6265'9.33 MILES TO THE
 DF6265'INTERSECTION AT S.R.54, THEN PROCEED NORTH ON S.R.54 0.86 MILES. THE
 DF6265'STATION IS LOCATED
 DF6265'WEST OF THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH
 DF6265'DIAMETER CLARK COUNTY
 DF6265'ENGINEER SURVEY DISK STAMPED 207 1999, SET IN A CONCRETE MONUMENT AT
 DF6265'GRADE. THE STATION
 DF6265'IS REFERENCED 102.44 FEET SOUTH TO TELEPHONE POLE 10 1045, 74.33 FEET
 DF6265'SOUTHEAST TO POWER
 DF6265'POLE 142 GR 11 AND 30.76 FEET EAST TO A P.K. NAIL SET IN THE CENTER OF
 DF6265'THE ROADWAY.
 DF6265'
 DF6265'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6266 ***********************************************************************
 DF6266  DESIGNATION -  CLARK 208
 DF6266  PID         -  DF6266
 DF6266  STATE/COUNTY-  OH/CLARK
 DF6266  USGS QUAD   -  VIENNA (1973)
 DF6266
 DF6266                         *CURRENT SURVEY CONTROL
 DF6266  ___________________________________________________________________
 DF6266* NAD 83(1995)-  39 59 31.21436(N)    083 34 57.78131(W)     ADJUSTED  
 DF6266* NAVD 88     -       391.5    (meters)    1284.     (feet)  GPS OBS   
 DF6266  ___________________________________________________________________
 DF6266  X           -     546,945.998 (meters)                     COMP
 DF6266  Y           -  -4,862,891.045 (meters)                     COMP
 DF6266  Z           -   4,077,535.749 (meters)                     COMP
 DF6266  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DF6266  ELLIP HEIGHT-         358.40  (meters)          (10/07/05) GPS OBS
 DF6266  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DF6266
 DF6266  HORZ ORDER  -  FIRST
 DF6266  ELLP ORDER  -  FOURTH    CLASS I
 DF6266
 DF6266.The horizontal coordinates were established by GPS observations
 DF6266.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6266
 DF6266.The orthometric height was determined by GPS observations and a
 DF6266.high-resolution geoid model.
 DF6266
 DF6266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6266
 DF6266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6266
 DF6266.The ellipsoidal height was determined by GPS observations
 DF6266.and is referenced to NAD 83.
 DF6266
 DF6266.The geoid height was determined by GEOID03.
 DF6266
 DF6266;                    North         East     Units Scale Factor Converg.
 DF6266;SPC OH S     -   221,699.444   507,534.781   MT  0.99999208   -0 41 13.2
 DF6266;UTM  17      - 4,430,064.857   279,501.197   MT  1.00019858   -1 39 37.9
 DF6266
 DF6266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6266!SPC OH S     -   0.99994378  x   0.99999208  =   0.99993586
 DF6266!UTM  17      -   0.99994378  x   1.00019858  =   1.00014235
 DF6266
 DF6266                          SUPERSEDED SURVEY CONTROL
 DF6266
 DF6266  ELLIP H (06/24/03)  358.44   (m)                       GP(       ) 4 1
 DF6266
 DF6266.Superseded values are not recommended for survey control.
 DF6266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6266.See file dsdata.txt to determine how the superseded data were derived.
 DF6266
 DF6266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7950130065(NAD 83)
 DF6266_MARKER: DD = SURVEY DISK
 DF6266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6266_STAMPING: 208 1999
 DF6266_MARK LOGO: OH-023
 DF6266_PROJECTION: FLUSH
 DF6266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6266+STABILITY: SURFACE MOTION
 DF6266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6266+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6266
 DF6266  HISTORY     - Date     Condition        Report By
 DF6266  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6266  HISTORY     - 19990415 GOOD             ATLTEC
 DF6266
 DF6266                          STATION DESCRIPTION
 DF6266
 DF6266'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6266'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6266'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP,
 DF6266'V.M.S. 495 ,
 DF6266'APPROXIMATELY 16.5 MILES NORTHEAST FROM SPRINGFIELD. FROM SPRINGFIELD
 DF6266'AT THE
 DF6266'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN
 DF6266'STREET 1.1 MILES TO
 DF6266'THE INTERSECTION WITH U.S.40.  CONTINUE EAST ALONG MAIN STREET
 DF6266'(U.S.40) 9.33 MILES TO THE
 DF6266'INTERSECTION AT S.R.54, THEN PROCEED NORTH ON S.R.54 3.60 MILES TO THE
 DF6266'INTERSECTION AT
 DF6266'BROADGUAGE ROAD, THEN PROCEED EAST ON BROADGUAGE ROAD 2.07 MILES TO
 DF6266'THE INTERSECTION
 DF6266'AT PLEASANT/CHAPEL ROAD, THEN PROCEED NORTH ON PLEASANT/CHAPEL ROAD
 DF6266'0.40 MILES TO THE
 DF6266'INTERSECTION AT SILVERS ROAD, THEN PROCEED EAST ON SILVERS ROAD 0.24
 DF6266'MILES.  THE STATION
 DF6266'IS LOCATED NORTH OF THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25
 DF6266'INCH DIAMETER
 DF6266'CLARK COUNTY ENGINEER SURVEY DISK STAMPED 208 1999, SET IN A CONCRETE
 DF6266'MONUMENT AT
 DF6266'GRADE. THE STATION IS REFERENCED 27.56 FEET SOUTHWEST TO A P. K. NAIL
 DF6266'SET IN THE CENTER OF
 DF6266'THE ROADWAY, 13.48 FEET SOUTH TO A P.K. NAIL SET IN THE CENTER OF THE
 DF6266'ROADWAY AND 25.41
 DF6266'FEET SOUTHEAST TO A  P.K. NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6266'
 DF6266'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6267 ***********************************************************************
 DF6267  DESIGNATION -  CLARK 209
 DF6267  PID         -  DF6267
 DF6267  STATE/COUNTY-  OH/CLARK
 DF6267  USGS QUAD   -  MECHANICSBURG (1980)
 DF6267
 DF6267                         *CURRENT SURVEY CONTROL
 DF6267  ___________________________________________________________________
 DF6267* NAD 83(1995)-  40 01 06.07537(N)    083 33 52.07939(W)     ADJUSTED  
 DF6267* NAVD 88     -       355.6    (meters)    1167.     (feet)  GPS OBS   
 DF6267  ___________________________________________________________________
 DF6267  X           -     548,281.041 (meters)                     COMP
 DF6267  Y           -  -4,860,820.098 (meters)                     COMP
 DF6267  Z           -   4,079,753.878 (meters)                     COMP
 DF6267  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DF6267  ELLIP HEIGHT-         322.45  (meters)          (10/07/05) GPS OBS
 DF6267  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DF6267
 DF6267  HORZ ORDER  -  FIRST
 DF6267  ELLP ORDER  -  FOURTH    CLASS I
 DF6267
 DF6267.The horizontal coordinates were established by GPS observations
 DF6267.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6267
 DF6267.The orthometric height was determined by GPS observations and a
 DF6267.high-resolution geoid model.
 DF6267
 DF6267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6267
 DF6267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6267
 DF6267.The ellipsoidal height was determined by GPS observations
 DF6267.and is referenced to NAD 83.
 DF6267
 DF6267.The geoid height was determined by GEOID03.
 DF6267
 DF6267;                    North         East     Units Scale Factor Converg.
 DF6267;SPC OH S     -   224,606.490   509,127.813   MT  0.99999707   -0 40 31.5
 DF6267;UTM  17      - 4,432,944.982   281,143.738   MT  1.00018969   -1 38 58.9
 DF6267
 DF6267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6267!SPC OH S     -   0.99994942  x   0.99999707  =   0.99994649
 DF6267!UTM  17      -   0.99994942  x   1.00018969  =   1.00013910
 DF6267
 DF6267                          SUPERSEDED SURVEY CONTROL
 DF6267
 DF6267  ELLIP H (06/24/03)  322.49   (m)                       GP(       ) 4 1
 DF6267
 DF6267.Superseded values are not recommended for survey control.
 DF6267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6267.See file dsdata.txt to determine how the superseded data were derived.
 DF6267
 DF6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8114432945(NAD 83)
 DF6267_MARKER: DD = SURVEY DISK
 DF6267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6267_STAMPING: 209 1999
 DF6267_MARK LOGO: OH-023
 DF6267_PROJECTION: FLUSH
 DF6267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6267+STABILITY: SURFACE MOTION
 DF6267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6267+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6267
 DF6267  HISTORY     - Date     Condition        Report By
 DF6267  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6267  HISTORY     - 19990415 GOOD             ATLTEC
 DF6267
 DF6267                          STATION DESCRIPTION
 DF6267
 DF6267'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6267'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6267'THE STATION IS LOCATE IN CHAMPAIGN COUNTY, OHIO IN GOSHEN TOWNSHIP,
 DF6267'APPROXIMATELY 16
 DF6267'MILES NORTHEAST FROM SPRINGFIELD. FROM SPRINGFIELD AT THE INTERSECTION
 DF6267'OF MAIN STREET
 DF6267'AND FOUNTAIN AVENUE, GO EAST ON MAIN STREET 1.1 MILES TO THE
 DF6267'INTERSECTION WITH U.S.40.
 DF6267'CONTINUE EAST ALONG MAIN STREET(U.S.40) 11.95 MILES TO THE
 DF6267'INTERSECTION AT HOUSTON PIKE,
 DF6267'THEN PROCEED NORTH ON HOUSTON PIKE 3.49 MILES TO THE INTERSECTION AT
 DF6267'LUNDY LANE, THEN
 DF6267'PROCEED NORTH ON LUNDY LANE 1.67 MILES TO THE INTERSECTION AT S.R. 56,
 DF6267'THEN PROCEED
 DF6267'NORTHWEST ON S.R. 56 1.35 MILES TO THE INTERSECTION AT CLYMER ROAD,
 DF6267'THEN PROCEED NORTH-
 DF6267'EAST ALONG CLYMER ROAD 1.62 MILES. THE STATION IS LOCATED WEST OF THE
 DF6267'ROADWAY FROM THIS
 DF6267'POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER
 DF6267'SURVEY DISK STAMPED 209
 DF6267'1999, SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS REFERENCED
 DF6267'29.98 FEET
 DF6267'SOUTHEAST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY, 42.40 FEET
 DF6267'EAST TO A TELEPHONE
 DF6267'POLE AND 43.73 FEET NORTHEAST TO A P.K. NAIL SET IN THE CENTER OF THE
 DF6267'ROADWAY.
 DF6267'
 DF6267'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1804 ***********************************************************************
 JY1804  DESIGNATION -  CLARK 21
 JY1804  PID         -  JY1804
 JY1804  STATE/COUNTY-  OH/CLARK
 JY1804  USGS QUAD   -  SPRINGFIELD (1981)
 JY1804
 JY1804                         *CURRENT SURVEY CONTROL
 JY1804  ___________________________________________________________________
 JY1804* NAD 83(1995)-  39 58 15.35901(N)    083 51 09.56926(W)     ADJUSTED  
 JY1804* NAVD 88     -       291.3    (meters)     956.     (feet)  GPS OBS   
 JY1804  ___________________________________________________________________
 JY1804  X           -     524,181.921 (meters)                     COMP
 JY1804  Y           -  -4,866,832.086 (meters)                     COMP
 JY1804  Z           -   4,075,678.379 (meters)                     COMP
 JY1804  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 JY1804  ELLIP HEIGHT-         257.92  (meters)          (10/07/05) GPS OBS
 JY1804  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JY1804
 JY1804  HORZ ORDER  -  FIRST
 JY1804  ELLP ORDER  -  FOURTH    CLASS I
 JY1804
 JY1804.The horizontal coordinates were established by GPS observations
 JY1804.and adjusted by the National Geodetic Survey in April 1998..
 JY1804
 JY1804.The orthometric height was determined by GPS observations and a
 JY1804.high-resolution geoid model.
 JY1804
 JY1804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1804
 JY1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1804
 JY1804.The ellipsoidal height was determined by GPS observations
 JY1804.and is referenced to NAD 83.
 JY1804
 JY1804.The geoid height was determined by GEOID03.
 JY1804
 JY1804;                    North         East     Units Scale Factor Converg.
 JY1804;SPC OH S     -   219,671.010   484,448.023   MT  0.99998825   -0 51 29.8
 JY1804;UTM  17      - 4,428,428.856   256,376.964   MT  1.00033073   -1 50 00.4
 JY1804
 JY1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1804!SPC OH S     -   0.99995954  x   0.99998825  =   0.99994779
 JY1804!UTM  17      -   0.99995954  x   1.00033073  =   1.00029026
 JY1804
 JY1804                          SUPERSEDED SURVEY CONTROL
 JY1804
 JY1804  ELLIP H (04/01/98)  257.98   (m)                       GP(       ) 4 1
 JY1804  NAD 83(1986)-  39 58 15.36593(N)    083 51 09.57596(W) AD(       ) 1
 JY1804
 JY1804.Superseded values are not recommended for survey control.
 JY1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1804.See file dsdata.txt to determine how the superseded data were derived.
 JY1804
 JY1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5637728429(NAD 83)
 JY1804_MARKER: DD = SURVEY DISK
 JY1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1804_SP_SET: CONCRETE POST
 JY1804_STAMPING: 21 1993
 JY1804_MARK LOGO: OH-023
 JY1804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1804+STABILITY: SURFACE MOTION
 JY1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1804+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1804
 JY1804  HISTORY     - Date     Condition        Report By
 JY1804  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1804
 JY1804                          STATION DESCRIPTION
 JY1804
 JY1804'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1804'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP ABOUT
 JY1804'1.7 MILES SOUTHEAST OF THE VILLAGE OF LAWRENCEVILLE.
 JY1804'TO REACH THE STATION FROM THE INTERSECTION OF SAINT PARIS PIKE AND
 JY1804'TROY ROAD (STATE ROUTE 41) IN LAWRENCEVILLE, PROCEED EAST ALONG SAINT
 JY1804'PARIS PIKE 2.0 MILES TO ITS INTERSECTION WITH BAKER ROAD.  TURN RIGHT
 JY1804'AND PROCEED SOUTH ALONG BAKER ROAD 0.5 MILES TO ITS INTERSECFTION
 JY1804'WITH WILDFLOWER ROAD.  TURN RIGHT AND PROCEED WEST ALONG WILDFLOWER
 JY1804'ROAD APPROXIMATELY 200 FEET TO RESIDENCE NUMBER 2588 AND THE STATION
 JY1804'ON THE LEFT.
 JY1804'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1804'FLUSH WITH THE GROUND AND STAMPED 21 1993.
 JY1804'THE STATION IS 19.05 FEET SOUTHWEST FROM A NAIL IN THE CENTERLINE OF
 JY1804'WILDFLOWER ROAD, 50.43 FEET SOUTHWEST FROM A POLE, AND 63.45 FEET
 JY1804'SOUTHWEST FROM ANOTHER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6268 ***********************************************************************
 DF6268  DESIGNATION -  CLARK 210
 DF6268  PID         -  DF6268
 DF6268  STATE/COUNTY-  OH/CLARK
 DF6268  USGS QUAD   -  VIENNA (1973)
 DF6268
 DF6268                         *CURRENT SURVEY CONTROL
 DF6268  ___________________________________________________________________
 DF6268* NAD 83(1995)-  39 57 41.19289(N)    083 32 43.98592(W)     ADJUSTED  
 DF6268* NAVD 88     -       357.5    (meters)    1173.     (feet)  GPS OBS   
 DF6268  ___________________________________________________________________
 DF6268  X           -     550,342.406 (meters)                     COMP
 DF6268  Y           -  -4,864,675.856 (meters)                     COMP
 DF6268  Z           -   4,074,913.443 (meters)                     COMP
 DF6268  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DF6268  ELLIP HEIGHT-         324.46  (meters)          (10/07/05) GPS OBS
 DF6268  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DF6268
 DF6268  HORZ ORDER  -  FIRST
 DF6268  ELLP ORDER  -  FOURTH    CLASS I
 DF6268
 DF6268.The horizontal coordinates were established by GPS observations
 DF6268.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6268
 DF6268.The orthometric height was determined by GPS observations and a
 DF6268.high-resolution geoid model.
 DF6268
 DF6268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6268
 DF6268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6268
 DF6268.The ellipsoidal height was determined by GPS observations
 DF6268.and is referenced to NAD 83.
 DF6268
 DF6268.The geoid height was determined by GEOID03.
 DF6268
 DF6268;                    North         East     Units Scale Factor Converg.
 DF6268;SPC OH S     -   218,268.930   510,669.311   MT  0.99998657   -0 39 48.3
 DF6268;UTM  17      - 4,426,580.919   282,577.649   MT  1.00018200   -1 38 08.1
 DF6268
 DF6268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6268!SPC OH S     -   0.99994910  x   0.99998657  =   0.99993567
 DF6268!UTM  17      -   0.99994910  x   1.00018200  =   1.00013109
 DF6268
 DF6268                          SUPERSEDED SURVEY CONTROL
 DF6268
 DF6268  ELLIP H (06/24/03)  324.51   (m)                       GP(       ) 4 1
 DF6268
 DF6268.Superseded values are not recommended for survey control.
 DF6268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6268.See file dsdata.txt to determine how the superseded data were derived.
 DF6268
 DF6268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE8257826581(NAD 83)
 DF6268_MARKER: DD = SURVEY DISK
 DF6268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6268_STAMPING: 210 1999
 DF6268_MARK LOGO: OH-023
 DF6268_PROJECTION: FLUSH
 DF6268_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6268+STABILITY: SURFACE MOTION
 DF6268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6268+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6268
 DF6268  HISTORY     - Date     Condition        Report By
 DF6268  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6268  HISTORY     - 19990415 GOOD             ATLTEC
 DF6268
 DF6268                          STATION DESCRIPTION
 DF6268
 DF6268'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6268'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6268'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP,
 DF6268'V.M.S. 5998  APPROXI-
 DF6268'MATELY 14.5 MILES NORTHEAST OF SPRINGFIELD. FROM SPRINGFIELD, AT THE
 DF6268'INTERSECTION OF MAIN
 DF6268'STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN STREET 1.1 MILES TO THE
 DF6268'INTERSECTION WITH
 DF6268'U.S.40. CONTINUE EAST ALONG MAIN STREET(U.S.40) 11.95 MILES TO THE
 DF6268'INTERSECTION AT HOUSTON
 DF6268'PIKE, THEN PROCEED NORTH ON HOUSTON PIKE 2.80 MILES. THE STATION IS
 DF6268'LOCATED WEST OF THE
 DF6268'ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK
 DF6268'COUNTY ENGINEER
 DF6268'SURVEY DISK STAMPED 210 1999, SET IN A CONCRETE MONUMENT AT GRADE. THE
 DF6268'STATION IS
 DF6268'REFERENCED 52.33 FEET EAST TO A POWER POLE 141 GM 24, 22.36 FEET EAST
 DF6268'TO A P.K. NAIL SET IN
 DF6268'THE CENTER OF THE ROADWAY AND 35.84 FEET SOUTHEAST TO A P.K. NAIL SET
 DF6268'IN THE CENTER OF
 DF6268'THE ROADWAY.
 DF6268'
 DF6268'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6269 ***********************************************************************
 DF6269  DESIGNATION -  CLARK 211
 DF6269  PID         -  DF6269
 DF6269  STATE/COUNTY-  OH/CLARK
 DF6269  USGS QUAD   -  MECHANICSBURG (1980)
 DF6269
 DF6269                         *CURRENT SURVEY CONTROL
 DF6269  ___________________________________________________________________
 DF6269* NAD 83(1995)-  40 00 56.79984(N)    083 30 08.70840(W)     ADJUSTED  
 DF6269* NAVD 88     -       333.4    (meters)    1094.     (feet)  GPS OBS   
 DF6269  ___________________________________________________________________
 DF6269  X           -     553,563.555 (meters)                     COMP
 DF6269  Y           -  -4,860,389.381 (meters)                     COMP
 DF6269  Z           -   4,079,520.487 (meters)                     COMP
 DF6269  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DF6269  ELLIP HEIGHT-         300.24  (meters)          (10/07/05) GPS OBS
 DF6269  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DF6269
 DF6269  HORZ ORDER  -  FIRST
 DF6269  ELLP ORDER  -  FOURTH    CLASS I
 DF6269
 DF6269.The horizontal coordinates were established by GPS observations
 DF6269.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6269
 DF6269.The orthometric height was determined by GPS observations and a
 DF6269.high-resolution geoid model.
 DF6269
 DF6269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6269
 DF6269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6269
 DF6269.The ellipsoidal height was determined by GPS observations
 DF6269.and is referenced to NAD 83.
 DF6269
 DF6269.The geoid height was determined by GEOID03.
 DF6269
 DF6269;                    North         East     Units Scale Factor Converg.
 DF6269;SPC OH S     -   224,259.801   514,421.331   MT  0.99999657   -0 38 09.8
 DF6269;UTM  17      - 4,432,508.287   286,431.543   MT  1.00016154   -1 36 34.8
 DF6269
 DF6269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6269!SPC OH S     -   0.99995290  x   0.99999657  =   0.99994947
 DF6269!UTM  17      -   0.99995290  x   1.00016154  =   1.00011443
 DF6269
 DF6269                          SUPERSEDED SURVEY CONTROL
 DF6269
 DF6269  ELLIP H (06/24/03)  300.28   (m)                       GP(       ) 4 1
 DF6269
 DF6269.Superseded values are not recommended for survey control.
 DF6269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6269.See file dsdata.txt to determine how the superseded data were derived.
 DF6269
 DF6269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8643232508(NAD 83)
 DF6269_MARKER: DD = SURVEY DISK
 DF6269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6269_STAMPING: 211 1999
 DF6269_MARK LOGO: OH-023
 DF6269_PROJECTION: FLUSH
 DF6269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6269+STABILITY: SURFACE MOTION
 DF6269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6269+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6269
 DF6269  HISTORY     - Date     Condition        Report By
 DF6269  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6269  HISTORY     - 19990415 GOOD             ATLTEC
 DF6269
 DF6269                          STATION DESCRIPTION
 DF6269
 DF6269'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6269'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6269'THE STATION IS LOCATED IN MADISON COUNTY, OHIO IN SOMERFORD TOWNSHIP,
 DF6269'APPROXIMATELY
 DF6269'21 MILES NORTHEAST FROM SPRINGFIELD. FROM SPRINGFIELD AT THE
 DF6269'INTERSECTION OF MAIN
 DF6269'STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN STREET 1.1 MILES TO THE
 DF6269'INTERSECTION WITH
 DF6269'U.S.40. CONTINUE EAST ALONG MAIN STREET(U.S.40) 15.78 MILES TO THE
 DF6269'INTERSECTION AT S.R. 56,
 DF6269'THEN PROCEED NORTH ON S.R. 56 1.74 MILES TO THE INTERSECTION AT
 DF6269'S.R.187, THEN PROCEED
 DF6269'NORTH ON S.R.187 3.95 MILES TO THE INTERSECTION AT LEWIS ROAD, THEN
 DF6269'PROCEED NORTH ON
 DF6269'LEWIS ROAD 0.46 MILES. THE STATION IS LOCATED EAST OF THE ROADWAY FROM
 DF6269'THIS POINT.
 DF6269'THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK
 DF6269'STAMPED 211 1999,
 DF6269'SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS REFERENCED 45.40
 DF6269'FEET SOUTHWEST TO
 DF6269'POWER POLE(PIONEER A 0964), 15.30 FEET WEST TO A P.K. NAIL SET IN THE
 DF6269'CENTER OF THE ROADWAY
 DF6269'AND 50.55 FEET NORTHWEST TO POWER POLE(PIONEER A 0963).
 DF6269'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6270 ***********************************************************************
 DF6270  DESIGNATION -  CLARK 212
 DF6270  PID         -  DF6270
 DF6270  STATE/COUNTY-  OH/CLARK
 DF6270  USGS QUAD   -  LONDON (1995)
 DF6270
 DF6270                         *CURRENT SURVEY CONTROL
 DF6270  ___________________________________________________________________
 DF6270* NAD 83(1995)-  39 59 11.88765(N)    083 29 52.49802(W)     ADJUSTED  
 DF6270* NAVD 88     -       341.9    (meters)    1122.     (feet)  GPS OBS   
 DF6270  ___________________________________________________________________
 DF6270  X           -     554,181.816 (meters)                     COMP
 DF6270  Y           -  -4,862,419.037 (meters)                     COMP
 DF6270  Z           -   4,077,047.107 (meters)                     COMP
 DF6270  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DF6270  ELLIP HEIGHT-         308.74  (meters)          (10/07/05) GPS OBS
 DF6270  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DF6270
 DF6270  HORZ ORDER  -  FIRST
 DF6270  ELLP ORDER  -  FOURTH    CLASS I
 DF6270
 DF6270.The horizontal coordinates were established by GPS observations
 DF6270.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6270
 DF6270.The orthometric height was determined by GPS observations and a
 DF6270.high-resolution geoid model.
 DF6270
 DF6270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6270
 DF6270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6270
 DF6270.The ellipsoidal height was determined by GPS observations
 DF6270.and is referenced to NAD 83.
 DF6270
 DF6270.The geoid height was determined by GEOID03.
 DF6270
 DF6270;                    North         East     Units Scale Factor Converg.
 DF6270;SPC OH S     -   221,019.958   514,769.977   MT  0.99999110   -0 37 59.5
 DF6270;UTM  17      - 4,429,262.449   286,725.166   MT  1.00016000   -1 36 20.8
 DF6270
 DF6270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6270!SPC OH S     -   0.99995157  x   0.99999110  =   0.99994267
 DF6270!UTM  17      -   0.99995157  x   1.00016000  =   1.00011156
 DF6270
 DF6270                          SUPERSEDED SURVEY CONTROL
 DF6270
 DF6270  ELLIP H (06/24/03)  308.79   (m)                       GP(       ) 4 1
 DF6270
 DF6270.Superseded values are not recommended for survey control.
 DF6270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6270.See file dsdata.txt to determine how the superseded data were derived.
 DF6270
 DF6270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE8672529262(NAD 83)
 DF6270_MARKER: DD = SURVEY DISK
 DF6270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6270_STAMPING: 212 1999
 DF6270_MARK LOGO: OH-023
 DF6270_PROJECTION: FLUSH
 DF6270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6270+STABILITY: SURFACE MOTION
 DF6270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6270+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6270
 DF6270  HISTORY     - Date     Condition        Report By
 DF6270  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6270  HISTORY     - 19990415 GOOD             ATLTEC
 DF6270
 DF6270                          STATION DESCRIPTION
 DF6270
 DF6270'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6270'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999.
 DF6270'THE STATION IS LOCATED IN MADISON COUNTY, OHIO IN SOMERFORD TOWNSHIP,
 DF6270'APPROXIMATELY
 DF6270'19 MILES NORTHEAST FROM SPRINGFIELD. FROM SPRINGFIELD, AT THE
 DF6270'INTERSECTION OF MAIN
 DF6270'STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN STREET 1.1 MILES TO THE
 DF6270'INTERSECTION WITH
 DF6270'U.S.40. CONTINUE EAST ALONG MAIN STREET(U.S.40) 15.78 MILES TO THE
 DF6270'INTERSECTION AT S.R.
 DF6270'56, THEN PROCEED NORTH ON S.R. 56 1.74 MILES TO THE INTERSECTION AT
 DF6270'S.R.187, THEN PROCEED
 DF6270'NORTH ON S.R.187 2.24 MILES.THE STATION IS LOCATED EAST OF THE ROADWAY
 DF6270'FROM THIS POINT.
 DF6270'THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK
 DF6270'STAMPED 212 1999,
 DF6270'SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS REFERENCED 65.61
 DF6270'FEET SOUTH
 DF6270'WEST TO POWER POLE 139 GK 12, 16.60 FEET WEST TO A P.K. NAIL SET IN
 DF6270'THE CENTER OF THE
 DF6270'ROADWAY AND 30.73 FEET NORTHWEST TO A P.K. NAIL SET IN THE CENTER OF
 DF6270'THE ROADWAY.
 DF6270' 
 DF6270'
 DF6270'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6271 ***********************************************************************
 DF6271  DESIGNATION -  CLARK 213
 DF6271  PID         -  DF6271
 DF6271  STATE/COUNTY-  OH/CLARK
 DF6271  USGS QUAD   -  VIENNA (1973)
 DF6271
 DF6271                         *CURRENT SURVEY CONTROL
 DF6271  ___________________________________________________________________
 DF6271* NAD 83(1995)-  39 57 32.25777(N)    083 30 28.69998(W)     ADJUSTED  
 DF6271* NAVD 88     -       341.1    (meters)    1119.     (feet)  GPS OBS   
 DF6271  ___________________________________________________________________
 DF6271  X           -     553,551.544 (meters)                     COMP
 DF6271  Y           -  -4,864,477.213 (meters)                     COMP
 DF6271  Z           -   4,074,691.655 (meters)                     COMP
 DF6271  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DF6271  ELLIP HEIGHT-         308.04  (meters)          (10/07/05) GPS OBS
 DF6271  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DF6271
 DF6271  HORZ ORDER  -  FIRST
 DF6271  ELLP ORDER  -  FOURTH    CLASS I
 DF6271
 DF6271.The horizontal coordinates were established by GPS observations
 DF6271.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6271
 DF6271.The orthometric height was determined by GPS observations and a
 DF6271.high-resolution geoid model.
 DF6271
 DF6271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6271
 DF6271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6271
 DF6271.The ellipsoidal height was determined by GPS observations
 DF6271.and is referenced to NAD 83.
 DF6271
 DF6271.The geoid height was determined by GEOID03.
 DF6271
 DF6271;                    North         East     Units Scale Factor Converg.
 DF6271;SPC OH S     -   217,956.858   513,876.841   MT  0.99998613   -0 38 22.5
 DF6271;UTM  17      - 4,426,214.414   285,780.023   MT  1.00016498   -1 36 40.8
 DF6271
 DF6271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6271!SPC OH S     -   0.99995168  x   0.99998613  =   0.99993781
 DF6271!UTM  17      -   0.99995168  x   1.00016498  =   1.00011665
 DF6271
 DF6271                          SUPERSEDED SURVEY CONTROL
 DF6271
 DF6271  ELLIP H (06/24/03)  308.09   (m)                       GP(       ) 4 1
 DF6271
 DF6271.Superseded values are not recommended for survey control.
 DF6271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6271.See file dsdata.txt to determine how the superseded data were derived.
 DF6271
 DF6271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE8578026214(NAD 83)
 DF6271_MARKER: DD = SURVEY DISK
 DF6271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6271_STAMPING: 213 1999
 DF6271_MARK LOGO: OH-023
 DF6271_PROJECTION: FLUSH
 DF6271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6271+STABILITY: SURFACE MOTION
 DF6271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6271+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6271
 DF6271  HISTORY     - Date     Condition        Report By
 DF6271  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6271  HISTORY     - 19990415 GOOD             ATLTEC
 DF6271
 DF6271                          STATION DESCRIPTION
 DF6271
 DF6271'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6271'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999.
 DF6271'THE STATION IS LOCATED IN MADISON COUNTY, OHIO IN SOMERFORD TOWNSHIP,
 DF6271'APPROXIMATELY 18
 DF6271'MILES NORTHEAST FROM SPRINGFIELD. FROM SPRINGFIELD AT THE INTERSECTION
 DF6271'OF MAIN STREET
 DF6271'AND FOUNTAIN AVENUE, GO EAST ON MAIN STREET 1.1 MILES TO THE
 DF6271'INTERSECTION WITH U.S.40.
 DF6271'CONTINUE EAST ALONG MAIN STREET(U.S.40) 15.78 MILES TO THE
 DF6271'INTERSECTION AT S.R. 56, THEN
 DF6271'PROCEED NORTH ON S.R. 56 2.05 MILES. THE STATION IS LOCATED SOUTHWEST
 DF6271'OF THE ROADWAY
 DF6271'FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY
 DF6271'ENGINEER SURVEY DISK
 DF6271'STAMPED 213 1999, SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS
 DF6271'REFERENCED 30.79
 DF6271'FEET NORTHEAST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY, 18.25
 DF6271'FEET EAST TO A P.K.
 DF6271'NAIL SET IN THE CENTER OF THE ROADWAY AND 35.44 FEET SOUTHEAST TO A
 DF6271'P.K. NAIL SET IN THE
 DF6271'CENTER OF THE ROADWAY.
 DF6271'
 DF6271'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6272 ***********************************************************************
 DF6272  DESIGNATION -  CLARK 214
 DF6272  PID         -  DF6272
 DF6272  STATE/COUNTY-  OH/CLARK
 DF6272  USGS QUAD   -  VIENNA (1973)
 DF6272
 DF6272                         *CURRENT SURVEY CONTROL
 DF6272  ___________________________________________________________________
 DF6272* NAD 83(1995)-  39 55 56.57532(N)    083 31 16.42120(W)     ADJUSTED  
 DF6272* NAVD 88     -       333.7    (meters)    1095.     (feet)  GPS OBS   
 DF6272  ___________________________________________________________________
 DF6272  X           -     552,639.260 (meters)                     COMP
 DF6272  Y           -  -4,866,482.314 (meters)                     COMP
 DF6272  Z           -   4,072,424.342 (meters)                     COMP
 DF6272  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DF6272  ELLIP HEIGHT-         300.67  (meters)          (10/07/05) GPS OBS
 DF6272  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DF6272
 DF6272  HORZ ORDER  -  FIRST
 DF6272  ELLP ORDER  -  FOURTH    CLASS I
 DF6272
 DF6272.The horizontal coordinates were established by GPS observations
 DF6272.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6272
 DF6272.The orthometric height was determined by GPS observations and a
 DF6272.high-resolution geoid model.
 DF6272
 DF6272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6272
 DF6272.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6272
 DF6272.The ellipsoidal height was determined by GPS observations
 DF6272.and is referenced to NAD 83.
 DF6272
 DF6272.The geoid height was determined by GEOID03.
 DF6272
 DF6272;                    North         East     Units Scale Factor Converg.
 DF6272;SPC OH S     -   215,018.719   512,710.904   MT  0.99998159   -0 38 52.8
 DF6272;UTM  17      - 4,423,295.925   284,564.220   MT  1.00017141   -1 37 08.2
 DF6272
 DF6272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6272!SPC OH S     -   0.99995283  x   0.99998159  =   0.99993442
 DF6272!UTM  17      -   0.99995283  x   1.00017141  =   1.00012424
 DF6272
 DF6272                          SUPERSEDED SURVEY CONTROL
 DF6272
 DF6272  ELLIP H (06/24/03)  300.72   (m)                       GP(       ) 4 1
 DF6272
 DF6272.Superseded values are not recommended for survey control.
 DF6272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6272.See file dsdata.txt to determine how the superseded data were derived.
 DF6272
 DF6272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE8456423296(NAD 83)
 DF6272_MARKER: DD = SURVEY DISK
 DF6272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6272_STAMPING: 214 1999
 DF6272_MARK LOGO: OH-023
 DF6272_PROJECTION: FLUSH
 DF6272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6272+STABILITY: SURFACE MOTION
 DF6272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6272+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 DF6272
 DF6272  HISTORY     - Date     Condition        Report By
 DF6272  HISTORY     - 19990315 MONUMENTED       OH-023
 DF6272  HISTORY     - 19990415 GOOD             ATLTEC
 DF6272
 DF6272                          STATION DESCRIPTION
 DF6272
 DF6272'DESCRIBED BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 DF6272'DESCRIBED BY THE CLARK COUNTY ENGINEER 1999
 DF6272'THE STATION IS LOCATED IN MADISON COUNTY, OHIO IN SOMERFORD TOWNSHIP,
 DF6272'APPROXIMATELY 15
 DF6272'MILES NORTHEAST FROM SPRINGFIELD. FROM SPRINGFIELD AT THE INTERSECTION
 DF6272'OF MAIN STREET
 DF6272'AND FOUNTAIN AVENUE, GO EAST ON MAIN STREET 1.1 MILES TO THE
 DF6272'INTERSECTION WITH U.S.40.
 DF6272'CONTINUE EAST ALONG MAIN STREET(U.S.40) 14.22 MILES. THE STATION IS
 DF6272'LOCATED SOUTH OF THE
 DF6272'ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK
 DF6272'COUNTY ENGINEER
 DF6272'SURVEY DISK STAMPED 214 1999, SET IN A CONCRETE MONUMENT AT GRADE. THE
 DF6272'STATION IS
 DF6272'REFERENCED 29.78 FEET NORTHWEST TO A P.K. NAIL SET IN THE CENTER OF
 DF6272'THE ROADWAY, 19.58
 DF6272'FEET NORTH TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY AND 76.75
 DF6272'FEET SOUTHEAST TO
 DF6272'THE NORTHWEST CORNER OF THE BRIDGE ABUTMENT.
 DF6272'
 DF6272'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6273 ***********************************************************************
 DF6273  DESIGNATION -  CLARK 215
 DF6273  PID         -  DF6273
 DF6273  STATE/COUNTY-  OH/CLARK
 DF6273  USGS QUAD   -  VIENNA (1973)
 DF6273
 DF6273                         *CURRENT SURVEY CONTROL
 DF6273  ___________________________________________________________________
 DF6273* NAD 83(1995)-  39 54 39.23308(N)    083 36 36.02292(W)     ADJUSTED  
 DF6273* NAVD 88     -       343.9    (meters)    1128.     (feet)  GPS OBS   
 DF6273  ___________________________________________________________________
 DF6273  X           -     545,269.369 (meters)                     COMP
 DF6273  Y           -  -4,868,861.925 (meters)                     COMP
 DF6273  Z           -   4,070,601.352 (meters)                     COMP
 DF6273  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 DF6273  ELLIP HEIGHT-         310.86  (meters)          (10/07/05) GPS OBS
 DF6273  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DF6273
 DF6273  HORZ ORDER  -  FIRST
 DF6273  ELLP ORDER  -  FOURTH    CLASS I
 DF6273
 DF6273.The horizontal coordinates were established by GPS observations
 DF6273.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6273
 DF6273.The orthometric height was determined by GPS observations and a
 DF6273.high-resolution geoid model.
 DF6273
 DF6273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6273
 DF6273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6273
 DF6273.The ellipsoidal height was determined by GPS observations
 DF6273.and is referenced to NAD 83.
 DF6273
 DF6273.The geoid height was determined by GEOID03.
 DF6273
 DF6273;                    North         East     Units Scale Factor Converg.
 DF6273;SPC OH S     -   212,723.067   505,093.660   MT  0.99997807   -0 42 15.6
 DF6273;UTM  17      - 4,421,129.222   276,907.545   MT  1.00021276   -1 40 30.9
 DF6273
 DF6273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6273!SPC OH S     -   0.99995123  x   0.99997807  =   0.99992931
 DF6273!UTM  17      -   0.99995123  x   1.00021276  =   1.00016398
 DF6273
 DF6273                          SUPERSEDED SURVEY CONTROL
 DF6273
 DF6273  ELLIP H (06/24/03)  310.91   (m)                       GP(       ) 4 1
 DF6273
 DF6273.Superseded values are not recommended for survey control.
 DF6273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6273.See file dsdata.txt to determine how the superseded data were derived.
 DF6273
 DF6273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7690821129(NAD 83)
 DF6273_MARKER: DD = SURVEY DISK
 DF6273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6273_STAMPING: 215 2000
 DF6273_MARK LOGO: OH-023
 DF6273_PROJECTION: FLUSH
 DF6273_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6273+STABILITY: SURFACE MOTION
 DF6273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6273+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6273
 DF6273  HISTORY     - Date     Condition        Report By
 DF6273  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6273  HISTORY     - 20000420 GOOD             ATLTEC
 DF6273
 DF6273                          STATION DESCRIPTION
 DF6273
 DF6273'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6273'DESCRIBED BY THE CLARK COUNTY ENGINEER 2000.
 DF6273'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP, TOWN
 DF6273'6, RANGE 9,
 DF6273'SECTION 4  APPROXIMATELY 11 MILES EAST FROM SPRINGFIELD. FROM
 DF6273'SPRINGFIELD AT THE
 DF6273'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN
 DF6273'STREET 1.1 MILES TO THE
 DF6273'INTERSECTION WITH U.S.40. CONTINUE EAST ALONG MAIN STREET(U.S.40) 9.33
 DF6273'MILES TO THE
 DF6273'INTERSECTION AT SR 54. CONTINUE SOUTH ON SR 54 1.10 MILES. THE STATION
 DF6273'IS LOCATED
 DF6273'SOUTHEAST OF THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH
 DF6273'DIAMETER CLARK
 DF6273'COUNTY ENGINEER SURVEY DISK STAMPED 215 2000, SET IN A CONCRETE
 DF6273'MONUMENT AT GRADE. THE
 DF6273'STATION IS REFERENCED 91.83 FEET SOUTHWEST TO A POWER POLE 144 GR 23,
 DF6273'36.12 FEET
 DF6273'NORTHWEST TO A PK NAIL SET IN THE CENTER OF THE ROADWAY AND 50.61 FEET
 DF6273'NORTHEAST TO A
 DF6273'PK NAIL SE IN THE CENTER OF THE ROADWAY.
 DF6273'
 DF6273'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6274 ***********************************************************************
 DF6274  DESIGNATION -  CLARK 217
 DF6274  PID         -  DF6274
 DF6274  STATE/COUNTY-  OH/CLARK
 DF6274  USGS QUAD   -  NEW MOOREFIELD (1995)
 DF6274
 DF6274                         *CURRENT SURVEY CONTROL
 DF6274  ___________________________________________________________________
 DF6274* NAD 83(1995)-  39 53 08.30819(N)    083 38 18.23645(W)     ADJUSTED  
 DF6274* NAVD 88     -       338.1    (meters)    1109.     (feet)  GPS OBS   
 DF6274  ___________________________________________________________________
 DF6274  X           -     543,055.394 (meters)                     COMP
 DF6274  Y           -  -4,870,914.954 (meters)                     COMP
 DF6274  Z           -   4,068,446.124 (meters)                     COMP
 DF6274  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 DF6274  ELLIP HEIGHT-         305.13  (meters)          (10/07/05) GPS OBS
 DF6274  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DF6274
 DF6274  HORZ ORDER  -  FIRST
 DF6274  ELLP ORDER  -  FOURTH    CLASS I
 DF6274
 DF6274.The horizontal coordinates were established by GPS observations
 DF6274.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6274
 DF6274.The orthometric height was determined by GPS observations and a
 DF6274.high-resolution geoid model.
 DF6274
 DF6274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6274
 DF6274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6274
 DF6274.The ellipsoidal height was determined by GPS observations
 DF6274.and is referenced to NAD 83.
 DF6274
 DF6274.The geoid height was determined by GEOID03.
 DF6274
 DF6274;                    North         East     Units Scale Factor Converg.
 DF6274;SPC OH S     -   209,949.238   502,630.843   MT  0.99997412   -0 43 20.4
 DF6274;UTM  17      - 4,418,396.843   274,397.482   MT  1.00022663   -1 41 33.4
 DF6274
 DF6274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6274!SPC OH S     -   0.99995213  x   0.99997412  =   0.99992625
 DF6274!UTM  17      -   0.99995213  x   1.00022663  =   1.00017875
 DF6274
 DF6274                          SUPERSEDED SURVEY CONTROL
 DF6274
 DF6274  ELLIP H (06/24/03)  305.17   (m)                       GP(       ) 4 1
 DF6274
 DF6274.Superseded values are not recommended for survey control.
 DF6274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6274.See file dsdata.txt to determine how the superseded data were derived.
 DF6274
 DF6274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7439718397(NAD 83)
 DF6274_MARKER: DD = SURVEY DISK
 DF6274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6274_STAMPING: 217 2000
 DF6274_MARK LOGO: OH-023
 DF6274_PROJECTION: FLUSH
 DF6274_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6274+STABILITY: SURFACE MOTION
 DF6274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6274+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6274
 DF6274  HISTORY     - Date     Condition        Report By
 DF6274  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6274  HISTORY     - 20000420 GOOD             ATLTEC
 DF6274
 DF6274                          STATION DESCRIPTION
 DF6274
 DF6274'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6274'DESCRIBED BY THE CLARK COUNTY ENGINEER 2000
 DF6274'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP, TOWN
 DF6274'6, RANGE 9,
 DF6274'SECTION 15,  APPROXIMATELY 9.5 MILES EAST FROM SPRINGFIELD. FROM
 DF6274'SPRINGFIELD AT THE
 DF6274'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN
 DF6274'STREET 1.1 MILES TO
 DF6274'THE INTERSECTION WITH US 40.  CONTINUE EAST ALONG MAIN STREET (US 40)
 DF6274'7.56 MILES TO THE
 DF6274'INTERSECTION AT BUENA VISTA ROAD, THEN  PROCEED SOUTH ON BUENA VISTA
 DF6274'ROAD 1.66 MILES TO
 DF6274'THE INTERSECTION AT PLATTSBURG ROAD, THEN PROCEED EAST ON PLATTSBURG
 DF6274'ROAD 0.32 MILES
 DF6274'TO THE INTERSECTION AT BUENA VISTA ROAD. CONTINUE SOUTH ON BUENA VISTA
 DF6274'ROAD 1.10 MILES.
 DF6274'THE STATION IS LOCATED EAST OF THE ROADWAY FROM THIS POINT. THE
 DF6274'STATION IS A 3.25 INCH
 DF6274'DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 217 2000, SET IN A
 DF6274'CONCRETE
 DF6274'MONUMENT AT GRADE. THE STATION IS REFERENCED 33.55 FEET SOUTH TO A
 DF6274'POWER POLE, 14.22
 DF6274'FEET WEST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY AND 25.45
 DF6274'FEET NORTH TO THE
 DF6274'SOUTHEAST CORNER OF THE BRIDGE DECK OF BRIDGE 826.
 DF6274' 
 DF6274'
 DF6274'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6275 ***********************************************************************
 DF6275  DESIGNATION -  CLARK 219
 DF6275  PID         -  DF6275
 DF6275  STATE/COUNTY-  OH/CLARK
 DF6275  USGS QUAD   -  VIENNA (1973)
 DF6275
 DF6275                         *CURRENT SURVEY CONTROL
 DF6275  ___________________________________________________________________
 DF6275* NAD 83(1995)-  39 52 38.16021(N)    083 31 50.41994(W)     ADJUSTED  
 DF6275* NAVD 88     -       345.0    (meters)    1132.     (feet)  GPS OBS   
 DF6275  ___________________________________________________________________
 DF6275  X           -     552,280.446 (meters)                     COMP
 DF6275  Y           -  -4,870,483.079 (meters)                     COMP
 DF6275  Z           -   4,067,737.049 (meters)                     COMP
 DF6275  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DF6275  ELLIP HEIGHT-         312.13  (meters)          (10/07/05) GPS OBS
 DF6275  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DF6275
 DF6275  HORZ ORDER  -  FIRST
 DF6275  ELLP ORDER  -  FOURTH    CLASS I
 DF6275
 DF6275.The horizontal coordinates were established by GPS observations
 DF6275.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6275
 DF6275.The orthometric height was determined by GPS observations and a
 DF6275.high-resolution geoid model.
 DF6275
 DF6275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6275
 DF6275.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6275
 DF6275.The ellipsoidal height was determined by GPS observations
 DF6275.and is referenced to NAD 83.
 DF6275
 DF6275.The geoid height was determined by GEOID03.
 DF6275
 DF6275;                    North         East     Units Scale Factor Converg.
 DF6275;SPC OH S     -   208,908.822   511,833.862   MT  0.99997285   -0 39 14.3
 DF6275;UTM  17      - 4,417,200.553   283,583.669   MT  1.00017663   -1 37 23.4
 DF6275
 DF6275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6275!SPC OH S     -   0.99995104  x   0.99997285  =   0.99992389
 DF6275!UTM  17      -   0.99995104  x   1.00017663  =   1.00012766
 DF6275
 DF6275                          SUPERSEDED SURVEY CONTROL
 DF6275
 DF6275  ELLIP H (06/24/03)  312.18   (m)                       GP(       ) 4 1
 DF6275
 DF6275.Superseded values are not recommended for survey control.
 DF6275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6275.See file dsdata.txt to determine how the superseded data were derived.
 DF6275
 DF6275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE8358417201(NAD 83)
 DF6275_MARKER: DD = SURVEY DISK
 DF6275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6275_STAMPING: 219 2000
 DF6275_MARK LOGO: OH-023
 DF6275_PROJECTION: FLUSH
 DF6275_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6275+STABILITY: SURFACE MOTION
 DF6275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6275+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6275
 DF6275  HISTORY     - Date     Condition        Report By
 DF6275  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6275  HISTORY     - 20000420 GOOD             ATLTEC
 DF6275
 DF6275                          STATION DESCRIPTION
 DF6275
 DF6275'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6275'DESCRIBED BY THE CLARK COUNTY ENGINEER 2000
 DF6275'THE STATION IS LOCATED IN MADISON COUNTY, OHIO IN UNION TOWNSHIP,
 DF6275'APPROXIMATELY 15.5
 DF6275'MILES EAST OF SPRINGFIELD. FROM SPRINGFIELD, AT THE INTERSECTION OF
 DF6275'MAIN STREET AND
 DF6275'FOUNTAIN AVENUE, GO EAST ON MAIN STREET 1.1 MILES TO THE INTERSECTION
 DF6275'WITH US 40.
 DF6275'CONTINUE EAST ALONG MAIN STREET (US 40) 9.33 MILES TO THE INTERSECTION
 DF6275'AT SR 54, THEN
 DF6275'PROCEED SOUTH ON SR 54 2.11 MILES TO THE INTERSECTION AT PLATTSBURG
 DF6275'ROAD, THEN CONTINUE
 DF6275'EAST ON PLATTSBURG ROAD 4.33 MILES TO THE INTERSECTION AT DAVIS ROAD
 DF6275'IN MADISON COUNTY,
 DF6275'CONTINUE SOUTH ON DAVIS ROAD 1.67 MILES. THE STATION IS LOCATED WEST
 DF6275'OF THE ROADWAY
 DF6275'FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY
 DF6275'ENGINEER SURVEY DISK
 DF6275'STAMPED 219 2000, SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS
 DF6275'REFERENCED 21.78
 DF6275'FEET SOUTHEAST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY, 102.67
 DF6275'FEET NORTHEAST
 DF6275'TO POWER POLE E 147GL 27 AND 17.44 FEET EAST TO A PK NAIL SET IN THE
 DF6275'CENTER OF THE
 DF6275'ROADWAY.
 DF6275'
 DF6275'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1805 ***********************************************************************
 JY1805  DESIGNATION -  CLARK 22
 JY1805  PID         -  JY1805
 JY1805  STATE/COUNTY-  OH/CLARK
 JY1805  USGS QUAD   -  SPRINGFIELD (1981)
 JY1805
 JY1805                         *CURRENT SURVEY CONTROL
 JY1805  ___________________________________________________________________
 JY1805* NAD 83(1995)-  39 56 28.80940(N)    083 50 07.78519(W)     ADJUSTED  
 JY1805* NAVD 88     -       287.0    (meters)     942.     (feet)  GPS OBS   
 JY1805  ___________________________________________________________________
 JY1805  X           -     525,865.981 (meters)                     COMP
 JY1805  Y           -  -4,868,769.926 (meters)                     COMP
 JY1805  Z           -   4,073,156.477 (meters)                     COMP
 JY1805  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 JY1805  ELLIP HEIGHT-         253.64  (meters)          (10/07/05) GPS OBS
 JY1805  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JY1805
 JY1805  HORZ ORDER  -  FIRST
 JY1805  ELLP ORDER  -  FOURTH    CLASS I
 JY1805
 JY1805.The horizontal coordinates were established by GPS observations
 JY1805.and adjusted by the National Geodetic Survey in April 1998..
 JY1805
 JY1805.The orthometric height was determined by GPS observations and a
 JY1805.high-resolution geoid model.
 JY1805
 JY1805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1805
 JY1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1805
 JY1805.The ellipsoidal height was determined by GPS observations
 JY1805.and is referenced to NAD 83.
 JY1805
 JY1805.The geoid height was determined by GEOID03.
 JY1805
 JY1805;                    North         East     Units Scale Factor Converg.
 JY1805;SPC OH S     -   216,363.314   485,865.413   MT  0.99998309   -0 50 50.6
 JY1805;UTM  17      - 4,425,096.396   257,738.357   MT  1.00032259   -1 49 16.6
 JY1805
 JY1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1805!SPC OH S     -   0.99996021  x   0.99998309  =   0.99994330
 JY1805!UTM  17      -   0.99996021  x   1.00032259  =   1.00028279
 JY1805
 JY1805:                Primary Azimuth Mark                     Grid Az
 JY1805:SPC OH S     -  CLARK 22 AZ MK                           091 32 42.5
 JY1805:UTM  17      -  CLARK 22 AZ MK                           092 31 08.5
 JY1805
 JY1805|---------------------------------------------------------------------|
 JY1805| PID    Reference Object                     Distance      Geod. Az  |
 JY1805|                                                           dddmmss.s |
 JY1805| JY1806 CLARK 22 AZ MK                      APPROX. 0.5 KM 0904151.9 |
 JY1805| JY1861 CLARK 69                            APPROX. 1.8 KM 1990639.7 |
 JY1805|---------------------------------------------------------------------|
 JY1805
 JY1805                          SUPERSEDED SURVEY CONTROL
 JY1805
 JY1805  ELLIP H (04/01/98)  253.70   (m)                       GP(       ) 4 1
 JY1805  NAD 83(1986)-  39 56 28.81622(N)    083 50 07.79195(W) AD(       ) 1
 JY1805
 JY1805.Superseded values are not recommended for survey control.
 JY1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1805.See file dsdata.txt to determine how the superseded data were derived.
 JY1805
 JY1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5773825096(NAD 83)
 JY1805_MARKER: DD = SURVEY DISK
 JY1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1805_SP_SET: CONCRETE POST
 JY1805_STAMPING: 22 1993
 JY1805_MARK LOGO: OH-023
 JY1805_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1805+STABILITY: SURFACE MOTION
 JY1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1805+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1805
 JY1805  HISTORY     - Date     Condition        Report By
 JY1805  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1805
 JY1805                          STATION DESCRIPTION
 JY1805
 JY1805'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1805'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1805'ABOUT 1.8 MILES NORTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1805'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1805'LIMESTONE STREET IN THE CITY OF SPRINGFIELD, PROCEED WEST ALONG MAIN
 JY1805'STREET 1.2 MILES TO ITS INTERSECTION WITH BECHTLE AVENUE.  TURN RIGHT
 JY1805'AND PROCEED NORTH ALONG BECHTLE AVENUE 1.1 MILES TO ITS INTERSECTION
 JY1805'WITH WEST FIRST STREET (STATE ROUTE 41) AND THE STATION ON THE RIGHT
 JY1805'IN THE SOUTHEAST CORNER OF THE INTERSECTION AND NORTHWEST OF A CHAIN
 JY1805'LINK FENCE.
 JY1805'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1805'FLUSH WITH THE GROUND AND STAMPED 22 1993.
 JY1805'THE STATION IS 61.0 FEET EAST FROM A NAIL IN THE EDGE OF THE PAVEMENT
 JY1805'OF NORTH BECHTLE AVENUE, 70.65 FEET SOUTHEAST FROM A BOLT ON A LIGHT
 JY1805'POLE, AND 85.10 FEET SOUTH FROM A NAIL IN THE EDGE OF THE PAVEMENT OF
 JY1805'WEST FIRST STREET (STATE ROUTE 41).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1806 ***********************************************************************
 JY1806  DESIGNATION -  CLARK 22 AZ MK
 JY1806  PID         -  JY1806
 JY1806  STATE/COUNTY-  OH/CLARK
 JY1806  USGS QUAD   -  SPRINGFIELD (1981)
 JY1806
 JY1806                         *CURRENT SURVEY CONTROL
 JY1806  ___________________________________________________________________
 JY1806* NAD 83(1995)-  39 56 28.60589(N)    083 49 46.13593(W)     ADJUSTED  
 JY1806* NAVD 88     -       291.9    (meters)     958.     (feet)  GPS OBS   
 JY1806  ___________________________________________________________________
 JY1806  X           -     526,377.839 (meters)                     COMP
 JY1806  Y           -  -4,868,722.493 (meters)                     COMP
 JY1806  Z           -   4,073,154.848 (meters)                     COMP
 JY1806  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 JY1806  ELLIP HEIGHT-         258.60  (meters)          (10/07/05) GPS OBS
 JY1806  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JY1806
 JY1806  HORZ ORDER  -  FIRST
 JY1806  ELLP ORDER  -  FOURTH    CLASS I
 JY1806
 JY1806.The horizontal coordinates were established by GPS observations
 JY1806.and adjusted by the National Geodetic Survey in April 1998..
 JY1806
 JY1806.The orthometric height was determined by GPS observations and a
 JY1806.high-resolution geoid model.
 JY1806
 JY1806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1806
 JY1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1806
 JY1806.The ellipsoidal height was determined by GPS observations
 JY1806.and is referenced to NAD 83.
 JY1806
 JY1806.The geoid height was determined by GEOID03.
 JY1806
 JY1806;                    North         East     Units Scale Factor Converg.
 JY1806;SPC OH S     -   216,349.454   486,379.227   MT  0.99998309   -0 50 36.9
 JY1806;UTM  17      - 4,425,073.798   258,252.034   MT  1.00031953   -1 49 02.7
 JY1806
 JY1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1806!SPC OH S     -   0.99995943  x   0.99998309  =   0.99994252
 JY1806!UTM  17      -   0.99995943  x   1.00031953  =   1.00027895
 JY1806
 JY1806:                Primary Azimuth Mark                     Grid Az
 JY1806:SPC OH S     -  CLARK 22                                 271 32 42.7
 JY1806:UTM  17      -  CLARK 22                                 272 31 08.5
 JY1806
 JY1806|---------------------------------------------------------------------|
 JY1806| PID    Reference Object                     Distance      Geod. Az  |
 JY1806|                                                           dddmmss.s |
 JY1806| JY1805 CLARK 22                            APPROX. 0.5 KM 2704205.8 |
 JY1806|---------------------------------------------------------------------|
 JY1806
 JY1806                          SUPERSEDED SURVEY CONTROL
 JY1806
 JY1806  ELLIP H (04/01/98)  258.66   (m)                       GP(       ) 4 1
 JY1806  NAD 83(1986)-  39 56 28.61270(N)    083 49 46.14269(W) AD(       ) 1
 JY1806
 JY1806.Superseded values are not recommended for survey control.
 JY1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1806.See file dsdata.txt to determine how the superseded data were derived.
 JY1806
 JY1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5825225074(NAD 83)
 JY1806_MARKER: DD = SURVEY DISK
 JY1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1806_SP_SET: CONCRETE POST
 JY1806_STAMPING: 22 AZ 1993
 JY1806_MARK LOGO: OH-023
 JY1806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1806+STABILITY: SURFACE MOTION
 JY1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1806+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1806
 JY1806  HISTORY     - Date     Condition        Report By
 JY1806  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1806
 JY1806                          STATION DESCRIPTION
 JY1806
 JY1806'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1806'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1806'TOWNSHIP ABOUT 1.6 MILES NORTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1806'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG WEST
 JY1806'FIRST STREET (STATE ROUTE 41) APPROXIMATELY 0.2 MILES TO ITS
 JY1806'INTERSECTION WITH CAPLINGER DRIVE AND THE MARK ON THE LEFT IN THE
 JY1806'NORTHWEST CORNER OF THE INTERSECTION AND ACROSS FROM BUILDING NUMBER
 JY1806'1209 WEST FIRST STREET (STATE FARM INSURANCE).
 JY1806'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1806'CONCRETE FLUSH WITH THE GROUND AND STAMPED 22 AZ 1993.
 JY1806'THE AZIMUTH MARK IS 9.5 FEET NORTH FROM THE EDGE OF THE PAVEMENT OF
 JY1806'WEST FIRST STREET (STATE ROUTE 41), 25.5 FEET SOUTHWEST FROM A STORM
 JY1806'SEWER, AND 68.7 FEET SOUTHWEST FROM FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6276 ***********************************************************************
 DF6276  DESIGNATION -  CLARK 220
 DF6276  PID         -  DF6276
 DF6276  STATE/COUNTY-  OH/CLARK
 DF6276  USGS QUAD   -  CLIFTON (1988)
 DF6276
 DF6276                         *CURRENT SURVEY CONTROL
 DF6276  ___________________________________________________________________
 DF6276* NAD 83(1995)-  39 52 07.27349(N)    083 47 51.76164(W)     ADJUSTED  
 DF6276* NAVD 88     -       317.7    (meters)    1042.     (feet)  GPS OBS   
 DF6276  ___________________________________________________________________
 DF6276  X           -     529,638.281 (meters)                     COMP
 DF6276  Y           -  -4,873,590.254 (meters)                     COMP
 DF6276  Z           -   4,066,988.179 (meters)                     COMP
 DF6276  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DF6276  ELLIP HEIGHT-         284.47  (meters)          (10/07/05) GPS OBS
 DF6276  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 DF6276
 DF6276  HORZ ORDER  -  FIRST
 DF6276  ELLP ORDER  -  FOURTH    CLASS I
 DF6276
 DF6276.The horizontal coordinates were established by GPS observations
 DF6276.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6276
 DF6276.The orthometric height was determined by GPS observations and a
 DF6276.high-resolution geoid model.
 DF6276
 DF6276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6276
 DF6276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6276
 DF6276.The ellipsoidal height was determined by GPS observations
 DF6276.and is referenced to NAD 83.
 DF6276
 DF6276.The geoid height was determined by GEOID03.
 DF6276
 DF6276;                    North         East     Units Scale Factor Converg.
 DF6276;SPC OH S     -   208,250.841   488,978.404   MT  0.99997157   -0 49 24.3
 DF6276;UTM  17      - 4,416,929.516   260,714.232   MT  1.00030496   -1 47 39.4
 DF6276
 DF6276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6276!SPC OH S     -   0.99995537  x   0.99997157  =   0.99992695
 DF6276!UTM  17      -   0.99995537  x   1.00030496  =   1.00026032
 DF6276
 DF6276                          SUPERSEDED SURVEY CONTROL
 DF6276
 DF6276  ELLIP H (06/24/03)  284.52   (m)                       GP(       ) 4 1
 DF6276
 DF6276.Superseded values are not recommended for survey control.
 DF6276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6276.See file dsdata.txt to determine how the superseded data were derived.
 DF6276
 DF6276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6071416930(NAD 83)
 DF6276_MARKER: DD = SURVEY DISK
 DF6276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6276_STAMPING: 220 2000
 DF6276_MARK LOGO: OH-023
 DF6276_PROJECTION: FLUSH
 DF6276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6276+STABILITY: SURFACE MOTION
 DF6276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6276+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6276
 DF6276  HISTORY     - Date     Condition        Report By
 DF6276  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6276  HISTORY     - 20000420 GOOD             ATLTEC
 DF6276
 DF6276                          STATION DESCRIPTION
 DF6276
 DF6276'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6276'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 2000
 DF6276'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP,
 DF6276'TOWN 5, RANGE 9,
 DF6276'SECTION 25,  APPROXIMATELY 3.5 MILES SOUTHEAST OF SPRINGFIELD. FROM
 DF6276'SPRINGFIELD AT THE
 DF6276'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, PROCEED ALONG
 DF6276'FOUNTAIN AVENUE 0.4
 DF6276'MILES TO PLEASANT STREET, THEN TURN EAST ON PLEASANT STREET PASSING S.
 DF6276'LIMESTONE
 DF6276'STREET TO SR 72.  CROSS THE INTERSECTION AND  CONTINUE EAST ON WHAT IS
 DF6276'SELMA ROAD 2.44
 DF6276'MILES TO THE INTERSECTION AT OLD CLIFTON ROAD. CONTINUE SOUTH ON OLD
 DF6276'CLIFTON ROAD 1.52
 DF6276'MILES. THE STATION IS LOCATED EAST OF THE ROADWAY FROM THIS POINT. THE
 DF6276'STATION IS A 3.25
 DF6276'INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 220 2000, SET
 DF6276'IN A CONCRETE
 DF6276'MONUMENT AT GRADE. THE STATION IS REFERENCED 28.45 FEET SOUTHWEST TO A
 DF6276'P.K. NAIL SET IN
 DF6276'THE CENTER OF THE ROADWAY, 21.90 FEET WEST TO A P.K. NAIL SET IN THE
 DF6276'CENTER OF THE
 DF6276'ROADWAY AND 27.93 FEET NORTHWEST TO A P.K. NAIL SET IN THE CENTER OF
 DF6276'THE ROADWAY.
 DF6276'
 DF6276'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6277 ***********************************************************************
 DF6277  DESIGNATION -  CLARK 221
 DF6277  PID         -  DF6277
 DF6277  STATE/COUNTY-  OH/CLARK
 DF6277  USGS QUAD   -  SOUTH CHARLESTON (1984)
 DF6277
 DF6277                         *CURRENT SURVEY CONTROL
 DF6277  ___________________________________________________________________
 DF6277* NAD 83(1995)-  39 51 36.37907(N)    083 40 10.77590(W)     ADJUSTED  
 DF6277* NAVD 88     -       334.9    (meters)    1099.     (feet)  GPS OBS   
 DF6277  ___________________________________________________________________
 DF6277  X           -     540,597.864 (meters)                     COMP
 DF6277  Y           -  -4,873,014.737 (meters)                     COMP
 DF6277  Z           -   4,066,267.943 (meters)                     COMP
 DF6277  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 DF6277  ELLIP HEIGHT-         301.90  (meters)          (10/07/05) GPS OBS
 DF6277  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DF6277
 DF6277  HORZ ORDER  -  FIRST
 DF6277  ELLP ORDER  -  FOURTH    CLASS I
 DF6277
 DF6277.The horizontal coordinates were established by GPS observations
 DF6277.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6277
 DF6277.The orthometric height was determined by GPS observations and a
 DF6277.high-resolution geoid model.
 DF6277
 DF6277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6277
 DF6277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6277
 DF6277.The ellipsoidal height was determined by GPS observations
 DF6277.and is referenced to NAD 83.
 DF6277
 DF6277.The geoid height was determined by GEOID03.
 DF6277
 DF6277;                    North         East     Units Scale Factor Converg.
 DF6277;SPC OH S     -   207,148.423   499,920.464   MT  0.99997032   -0 44 31.8
 DF6277;UTM  17      - 4,415,641.589   271,639.358   MT  1.00024205   -1 42 42.4
 DF6277
 DF6277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6277!SPC OH S     -   0.99995264  x   0.99997032  =   0.99992296
 DF6277!UTM  17      -   0.99995264  x   1.00024205  =   1.00019468
 DF6277
 DF6277                          SUPERSEDED SURVEY CONTROL
 DF6277
 DF6277  ELLIP H (06/24/03)  301.94   (m)                       GP(       ) 4 1
 DF6277
 DF6277.Superseded values are not recommended for survey control.
 DF6277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6277.See file dsdata.txt to determine how the superseded data were derived.
 DF6277
 DF6277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7163915642(NAD 83)
 DF6277_MARKER: DD = SURVEY DISK
 DF6277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6277_STAMPING: 221 2000
 DF6277_MARK LOGO: OH-023
 DF6277_PROJECTION: FLUSH
 DF6277_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6277+STABILITY: SURFACE MOTION
 DF6277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6277+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6277
 DF6277  HISTORY     - Date     Condition        Report By
 DF6277  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6277  HISTORY     - 20000420 GOOD             ATLTEC
 DF6277
 DF6277                          STATION DESCRIPTION
 DF6277
 DF6277'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6277'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 2000
 DF6277'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP, TOWN
 DF6277'6, RANGE 9,
 DF6277'SECTION 19  APPROXIMATELY 8.5 MILES SOUTHEAST OF SPRINGFIELD. FROM
 DF6277'SPRINGFIELD AT THE
 DF6277'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN
 DF6277'AVENUE 1 BLOCK
 DF6277'TO E. HIGH STREET AND PROCEED EAST ALONG E. HIGH STREET (SR 41) 9.07
 DF6277'MILES TO THE EAST
 DF6277'ENTRANCE OF THE WESTERN BRANCH OF THE OHIO AGRICULTURAL RESEARCH AND
 DF6277'DEVELOPMENT
 DF6277'CENTER.  CONTINUE SOUTH ALONG GRAVEL DRIVE TO A T-TURN IN ROAD AND
 DF6277'CONTINUE WEST TO
 DF6277'4TH GRAVEL DRIVE, THEN PROCEED SOUTH 270 FEET FROM GRAVEL
 DF6277'INTERSECTION. THE STATION IS
 DF6277'EAST OF THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH
 DF6277'DIAMETER CLARK COUNTY
 DF6277'ENGINEER SURVEY DISK STAMPED 221 2000, SET IN A CONCRETE MONUMENT AT
 DF6277'GRADE. THE STATION
 DF6277'IS REFERENCED 21.00 FEET WEST TO THE CENTER OF THE GRAVEL LANE, 26.40
 DF6277'FEET NORTHWEST TO
 DF6277'THE BASE OF A PINE TREE AND 28.18 FEET EAST TO THE BASE OF A PINE
 DF6277'TREE.
 DF6277'
 DF6277'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6278 ***********************************************************************
 DF6278  DESIGNATION -  CLARK 222
 DF6278  PID         -  DF6278
 DF6278  STATE/COUNTY-  OH/CLARK
 DF6278  USGS QUAD   -  FLORENCE (1984)
 DF6278
 DF6278                         *CURRENT SURVEY CONTROL
 DF6278  ___________________________________________________________________
 DF6278* NAD 83(1995)-  39 51 21.01108(N)    083 36 35.08709(W)     ADJUSTED  
 DF6278* NAVD 88     -       353.4    (meters)    1159.     (feet)  GPS OBS   
 DF6278  ___________________________________________________________________
 DF6278  X           -     545,728.620 (meters)                     COMP
 DF6278  Y           -  -4,872,762.816 (meters)                     COMP
 DF6278  Z           -   4,065,915.961 (meters)                     COMP
 DF6278  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 DF6278  ELLIP HEIGHT-         320.44  (meters)          (10/07/05) GPS OBS
 DF6278  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 DF6278
 DF6278  HORZ ORDER  -  FIRST
 DF6278  ELLP ORDER  -  FOURTH    CLASS I
 DF6278
 DF6278.The horizontal coordinates were established by GPS observations
 DF6278.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6278
 DF6278.The orthometric height was determined by GPS observations and a
 DF6278.high-resolution geoid model.
 DF6278
 DF6278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6278
 DF6278.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6278
 DF6278.The ellipsoidal height was determined by GPS observations
 DF6278.and is referenced to NAD 83.
 DF6278
 DF6278.The geoid height was determined by GEOID03.
 DF6278
 DF6278;                    North         East     Units Scale Factor Converg.
 DF6278;SPC OH S     -   206,609.787   505,040.754   MT  0.99996971   -0 42 15.0
 DF6278;UTM  17      - 4,415,016.250   276,751.120   MT  1.00021362   -1 40 23.4
 DF6278
 DF6278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6278!SPC OH S     -   0.99994973  x   0.99996971  =   0.99991944
 DF6278!UTM  17      -   0.99994973  x   1.00021362  =   1.00016334
 DF6278
 DF6278                          SUPERSEDED SURVEY CONTROL
 DF6278
 DF6278  ELLIP H (06/24/03)  320.48   (m)                       GP(       ) 4 1
 DF6278
 DF6278.Superseded values are not recommended for survey control.
 DF6278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6278.See file dsdata.txt to determine how the superseded data were derived.
 DF6278
 DF6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7675115016(NAD 83)
 DF6278_MARKER: DD = SURVEY DISK
 DF6278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6278_STAMPING: 222 2000
 DF6278_MARK LOGO: OH-023
 DF6278_PROJECTION: FLUSH
 DF6278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6278+STABILITY: SURFACE MOTION
 DF6278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6278+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6278
 DF6278  HISTORY     - Date     Condition        Report By
 DF6278  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6278  HISTORY     - 20000420 GOOD             ATLTEC
 DF6278
 DF6278                          STATION DESCRIPTION
 DF6278
 DF6278'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6278'DESCRIBED BY THE CLARK COUNTY ENGINEER 2000
 DF6278'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP, TOWN
 DF6278'6, RANGE 9,
 DF6278'SECTION 1 APPROXIMATELY 11.5 MILES SOUTHEAST OF SPRINGFIELD.  FROM
 DF6278'SPRINGFIELD AT THE
 DF6278'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN
 DF6278'AVENUE 1 BLOCK
 DF6278'TO E. HIGH STREET AND GO EAST ALONG E. HIGH STREET (SR 41) 10.65 MILES
 DF6278'TO THE INTERSECTION
 DF6278'AT SR 54, THEN GO NORTHEAST ON SR 54 0.24 MILES TO THE INTERSECTION AT
 DF6278'CHENOWITH ROAD,
 DF6278'THEN GO EAST ALONG CHENOWITH ROAD 1.35 MILES TO THE INTERSECTION AT
 DF6278'WOOSLEY ROAD.
 DF6278'CONTINUE SOUTH ALONG WOOSLEY ROAD 0.233 MILES. THE STATION IS LOCATED
 DF6278'EAST OF THE
 DF6278'ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK
 DF6278'COUNTY ENGINEER
 DF6278'SURVEY  DISK STAMPED 222 2000, SET IN A CONCRETE MONUMENT AT GRADE.
 DF6278'THE STATION IS
 DF6278'REFERENCED 19.26 FEET WEST TO A P.K. NAIL SET IN THE CENTER OF THE
 DF6278'ROADWAY, 43.86  FEET
 DF6278'SOUTHWEST TO  TELEPHONE BOX 3806 AND 51.96 FEET SOUTH TO THE CENTER OF
 DF6278'AN 18 INCH
 DF6278'PLASTIC PIPE.
 DF6278'
 DF6278'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6279 ***********************************************************************
 DF6279  DESIGNATION -  CLARK 224
 DF6279  PID         -  DF6279
 DF6279  STATE/COUNTY-  OH/CLARK
 DF6279  USGS QUAD   -  SOUTH CHARLESTON (1984)
 DF6279
 DF6279                         *CURRENT SURVEY CONTROL
 DF6279  ___________________________________________________________________
 DF6279* NAD 83(1995)-  39 50 06.97942(N)    083 41 40.13952(W)     ADJUSTED  
 DF6279* NAVD 88     -       322.1    (meters)    1057.     (feet)  GPS OBS   
 DF6279  ___________________________________________________________________
 DF6279  X           -     538,679.557 (meters)                     COMP
 DF6279  Y           -  -4,874,994.794 (meters)                     COMP
 DF6279  Z           -   4,064,142.704 (meters)                     COMP
 DF6279  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 DF6279  ELLIP HEIGHT-         289.04  (meters)          (10/07/05) GPS OBS
 DF6279  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DF6279
 DF6279  HORZ ORDER  -  FIRST
 DF6279  ELLP ORDER  -  FOURTH    CLASS I
 DF6279
 DF6279.The horizontal coordinates were established by GPS observations
 DF6279.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6279
 DF6279.The orthometric height was determined by GPS observations and a
 DF6279.high-resolution geoid model.
 DF6279
 DF6279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6279
 DF6279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6279
 DF6279.The ellipsoidal height was determined by GPS observations
 DF6279.and is referenced to NAD 83.
 DF6279
 DF6279.The geoid height was determined by GEOID03.
 DF6279
 DF6279;                    North         East     Units Scale Factor Converg.
 DF6279;SPC OH S     -   204,419.278   497,760.167   MT  0.99996682   -0 45 28.5
 DF6279;UTM  17      - 4,412,948.624   269,432.588   MT  1.00025452   -1 43 36.5
 DF6279
 DF6279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6279!SPC OH S     -   0.99995466  x   0.99996682  =   0.99992148
 DF6279!UTM  17      -   0.99995466  x   1.00025452  =   1.00020917
 DF6279
 DF6279                          SUPERSEDED SURVEY CONTROL
 DF6279
 DF6279  ELLIP H (06/24/03)  289.09   (m)                       GP(       ) 4 1
 DF6279
 DF6279.Superseded values are not recommended for survey control.
 DF6279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6279.See file dsdata.txt to determine how the superseded data were derived.
 DF6279
 DF6279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6943312949(NAD 83)
 DF6279_MARKER: DD = SURVEY DISK
 DF6279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6279_STAMPING: 224 2000
 DF6279_MARK LOGO: OH-023
 DF6279_PROJECTION: FLUSH
 DF6279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6279+STABILITY: SURFACE MOTION
 DF6279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6279+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6279
 DF6279  HISTORY     - Date     Condition        Report By
 DF6279  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6279  HISTORY     - 20000420 GOOD             ATLTEC
 DF6279
 DF6279                          STATION DESCRIPTION
 DF6279
 DF6279'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6279'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 2000
 DF6279'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP, TOWN
 DF6279'6 , RANGE8
 DF6279'SECTION 29 APPROXIMATELY 8.5  MILES SOUTHEAST OF SPRINGFIELD.  FROM
 DF6279'SPRINGFIELD AT THE
 DF6279'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN
 DF6279'AVENUE 1
 DF6279'BLOCK TO E. HIGH STREET AND PROCEED EAST ALONG E. HIGH STREET (SR 41)
 DF6279'6.3 MILES TO OLD 70.
 DF6279'BEAR TO THE RIGHT AND CONTINUE ALONG OLD 70 1.26 MILES TO THE
 DF6279'INTERSECTION AT DOLLY
 DF6279'VARDEN ROAD.  CONTINUE SOUTH ON DOLLY VARDEN ROAD 2.50 MILES. THE
 DF6279'STATION IS WEST OF
 DF6279'THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK
 DF6279'COUNTY ENGINEER
 DF6279'SURVEY DISK STAMPED 224 2000, SET IN A CONCRETE MONUMENT AT GRADE. THE
 DF6279'STATION IS
 DF6279'REFERENCED 15.54 FEET EAST TO A P.K. NAIL SET IN THE CENTER OF THE
 DF6279'ROADWAY, 54.95 FEET
 DF6279'SOUTH TO A TELEPHONE BOX AND 60.41 FEET SOUTHEAST TO A POWER POLE E
 DF6279'150GX 26.
 DF6279'
 DF6279'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6280 ***********************************************************************
 DF6280  DESIGNATION -  CLARK 225
 DF6280  PID         -  DF6280
 DF6280  STATE/COUNTY-  OH/CLARK
 DF6280  USGS QUAD   -  SOUTH CHARLESTON (1984)
 DF6280
 DF6280                         *CURRENT SURVEY CONTROL
 DF6280  ___________________________________________________________________
 DF6280* NAD 83(1995)-  39 49 52.04647(N)    083 38 15.54728(W)     ADJUSTED  
 DF6280* NAVD 88     -       336.3    (meters)    1103.     (feet)  GPS OBS   
 DF6280  ___________________________________________________________________
 DF6280  X           -     543,548.662 (meters)                     COMP
 DF6280  Y           -  -4,874,762.165 (meters)                     COMP
 DF6280  Z           -   4,063,798.137 (meters)                     COMP
 DF6280  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DF6280  ELLIP HEIGHT-         303.28  (meters)          (10/07/05) GPS OBS
 DF6280  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 DF6280
 DF6280  HORZ ORDER  -  FIRST
 DF6280  ELLP ORDER  -  FOURTH    CLASS I
 DF6280
 DF6280.The horizontal coordinates were established by GPS observations
 DF6280.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6280
 DF6280.The orthometric height was determined by GPS observations and a
 DF6280.high-resolution geoid model.
 DF6280
 DF6280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6280
 DF6280.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6280
 DF6280.The ellipsoidal height was determined by GPS observations
 DF6280.and is referenced to NAD 83.
 DF6280
 DF6280.The geoid height was determined by GEOID03.
 DF6280
 DF6280;                    North         East     Units Scale Factor Converg.
 DF6280;SPC OH S     -   203,895.951   502,618.472   MT  0.99996625   -0 43 18.7
 DF6280;UTM  17      - 4,412,343.078   274,282.683   MT  1.00022727   -1 41 24.7
 DF6280
 DF6280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6280!SPC OH S     -   0.99995242  x   0.99996625  =   0.99991867
 DF6280!UTM  17      -   0.99995242  x   1.00022727  =   1.00017968
 DF6280
 DF6280:                Primary Azimuth Mark                     Grid Az
 DF6280:SPC OH S     -  CLARK 248                                237 08 43.4
 DF6280:UTM  17      -  CLARK 248                                238 06 49.4
 DF6280
 DF6280|---------------------------------------------------------------------|
 DF6280| PID    Reference Object                     Distance      Geod. Az  |
 DF6280|                                                           dddmmss.s |
 DF6280| DF6295 CLARK 248                           APPROX. 1.0 KM 2362524.7 |
 DF6280|---------------------------------------------------------------------|
 DF6280
 DF6280                          SUPERSEDED SURVEY CONTROL
 DF6280
 DF6280  ELLIP H (06/24/03)  303.34   (m)                       GP(       ) 4 1
 DF6280
 DF6280.Superseded values are not recommended for survey control.
 DF6280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6280.See file dsdata.txt to determine how the superseded data were derived.
 DF6280
 DF6280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7428312343(NAD 83)
 DF6280_MARKER: DD = SURVEY DISK
 DF6280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6280_STAMPING: 225 2000
 DF6280_MARK LOGO: OH-023
 DF6280_PROJECTION: FLUSH
 DF6280_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6280+STABILITY: SURFACE MOTION
 DF6280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6280+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6280
 DF6280  HISTORY     - Date     Condition        Report By
 DF6280  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6280  HISTORY     - 20000420 GOOD             ATLTEC
 DF6280
 DF6280                          STATION DESCRIPTION
 DF6280
 DF6280'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6280'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 2000
 DF6280'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP, TOWN
 DF6280'6, RANGE 8,
 DF6280'SECTION 17 APPROXIMATELY 12.5 MILES SOUTHEAST OF SPRINGFIELD. FROM
 DF6280'SPRINGFIELD AT THE
 DF6280'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN
 DF6280'AVENUE 1 BLOCK
 DF6280'TO E. HIGH STREET AND PROCEED EAST ALONG E. HIGH STREET (SR 41) 12.63
 DF6280'MILES TO THE
 DF6280'INTERSECTION AT WALDECK DRIVE. CONTINUE WEST ON WALDECK DRIVE 100
 DF6280'FEET. THE STATION IS
 DF6280'NORTH OF THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH
 DF6280'DIAMETER CLARK COUNTY
 DF6280'ENGINEER SURVEY DISK STAMPED 225 2000, SET IN A CONCRETE MONUMENT AT
 DF6280'GRADE. THE STATION
 DF6280'IS REFERENCED 23.95 FEET SOUTHWEST TO A POINT AT BACK OF CURB, 8.80
 DF6280'FEET SOUTH TO A POINT
 DF6280'AT BACK OF CURB AND 23.50 FEET SOUTHEAST TO A POINT AT BACK OF CURB.
 DF6280'
 DF6280'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6281 ***********************************************************************
 DF6281  DESIGNATION -  CLARK 226
 DF6281  PID         -  DF6281
 DF6281  STATE/COUNTY-  OH/CLARK
 DF6281  USGS QUAD   -  FLORENCE (1984)
 DF6281
 DF6281                         *CURRENT SURVEY CONTROL
 DF6281  ___________________________________________________________________
 DF6281* NAD 83(1995)-  39 49 48.32818(N)    083 33 46.59093(W)     ADJUSTED  
 DF6281* NAVD 88     -       344.0    (meters)    1129.     (feet)  GPS OBS   
 DF6281  ___________________________________________________________________
 DF6281  X           -     549,913.491 (meters)                     COMP
 DF6281  Y           -  -4,874,128.238 (meters)                     COMP
 DF6281  Z           -   4,063,715.081 (meters)                     COMP
 DF6281  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 DF6281  ELLIP HEIGHT-         311.11  (meters)          (10/07/05) GPS OBS
 DF6281  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DF6281
 DF6281  HORZ ORDER  -  FIRST
 DF6281  ELLP ORDER  -  FOURTH    CLASS I
 DF6281
 DF6281.The horizontal coordinates were established by GPS observations
 DF6281.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6281
 DF6281.The orthometric height was determined by GPS observations and a
 DF6281.high-resolution geoid model.
 DF6281
 DF6281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6281
 DF6281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6281
 DF6281.The ellipsoidal height was determined by GPS observations
 DF6281.and is referenced to NAD 83.
 DF6281
 DF6281.The geoid height was determined by GEOID03.
 DF6281
 DF6281;                    North         East     Units Scale Factor Converg.
 DF6281;SPC OH S     -   203,703.358   509,011.903   MT  0.99996611   -0 40 28.0
 DF6281;UTM  17      - 4,412,042.421   280,673.503   MT  1.00019225   -1 38 32.1
 DF6281
 DF6281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6281!SPC OH S     -   0.99995120  x   0.99996611  =   0.99991731
 DF6281!UTM  17      -   0.99995120  x   1.00019225  =   1.00014344
 DF6281
 DF6281                          SUPERSEDED SURVEY CONTROL
 DF6281
 DF6281  ELLIP H (06/24/03)  311.16   (m)                       GP(       ) 4 1
 DF6281
 DF6281.Superseded values are not recommended for survey control.
 DF6281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6281.See file dsdata.txt to determine how the superseded data were derived.
 DF6281
 DF6281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE8067412042(NAD 83)
 DF6281_MARKER: DD = SURVEY DISK
 DF6281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6281_STAMPING: 226 2000
 DF6281_MARK LOGO: OH-023
 DF6281_PROJECTION: FLUSH
 DF6281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6281+STABILITY: SURFACE MOTION
 DF6281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6281+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6281
 DF6281  HISTORY     - Date     Condition        Report By
 DF6281  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6281  HISTORY     - 20000420 GOOD             ATLTEC
 DF6281
 DF6281                          STATION DESCRIPTION
 DF6281
 DF6281'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6281'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 2000
 DF6281'THE STATION IS LOCATED IN MADISON COUNTY, OHIO IN PAINT TOWNSHIP
 DF6281'APPROXIMATELY 11.1
 DF6281'MILES SOUTHEAST OF SPRINGFIELD. FROM SPRINGFIELD AT THE INTERSECTION
 DF6281'OF MAIN STREET
 DF6281'AND FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN AVENUE 1 BLOCK TO E. HIGH
 DF6281'STREET AND PROCEED
 DF6281'EAST ALONG E. HIGH STREET (SR 41) 12.91 MILES TO THE INTERSECTION OF
 DF6281'SR 42, THEN GO
 DF6281'NORTHEAST ON SR 42 3.47 MILES TO THE INTERSECTION AT BOTKINS ROAD,
 DF6281'THEN GO SOUTH ON
 DF6281'BOTKINS ROAD 1.15 MILES TO THE INTERSECTION AT NEIL ROAD. CONTINUE
 DF6281'EAST ON NEIL ROAD 0.45
 DF6281'MILES. THE STATION IS NORTH OF THE ROADWAY  FROM THIS POINT. THE
 DF6281'STATION IS A 3.25 INCH
 DF6281'DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 226 2000, SET IN A
 DF6281'CONCRETE
 DF6281'MONUMENT AT GRADE.  THE STATION IS REFERENCED 79.42 FEET SOUTHWEST TO
 DF6281'POWER POLE
 DF6281'150GN 8, 14.50 FEET SOUTH TO A P.K. NAIL SET IN THE CENTER OF THE
 DF6281'ROADWAY AND 34.12 FEET
 DF6281'SOUTHEAST TO A P.K. NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6281'
 DF6281'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6282 ***********************************************************************
 DF6282  DESIGNATION -  CLARK 229
 DF6282  PID         -  DF6282
 DF6282  STATE/COUNTY-  OH/CLARK
 DF6282  USGS QUAD   -  SOUTH CHARLESTON (1984)
 DF6282
 DF6282                         *CURRENT SURVEY CONTROL
 DF6282  ___________________________________________________________________
 DF6282* NAD 83(1995)-  39 48 25.01969(N)    083 42 12.57924(W)     ADJUSTED  
 DF6282* NAVD 88     -       330.6    (meters)    1085.     (feet)  GPS OBS   
 DF6282  ___________________________________________________________________
 DF6282  X           -     538,134.440 (meters)                     COMP
 DF6282  Y           -  -4,877,087.716 (meters)                     COMP
 DF6282  Z           -   4,061,732.820 (meters)                     COMP
 DF6282  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DF6282  ELLIP HEIGHT-         297.57  (meters)          (10/07/05) GPS OBS
 DF6282  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 DF6282
 DF6282  HORZ ORDER  -  FIRST
 DF6282  ELLP ORDER  -  FOURTH    CLASS I
 DF6282
 DF6282.The horizontal coordinates were established by GPS observations
 DF6282.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6282
 DF6282.The orthometric height was determined by GPS observations and a
 DF6282.high-resolution geoid model.
 DF6282
 DF6282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6282
 DF6282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6282
 DF6282.The ellipsoidal height was determined by GPS observations
 DF6282.and is referenced to NAD 83.
 DF6282
 DF6282.The geoid height was determined by GEOID03.
 DF6282
 DF6282;                    North         East     Units Scale Factor Converg.
 DF6282;SPC OH S     -   201,285.267   496,947.018   MT  0.99996305   -0 45 49.1
 DF6282;UTM  17      - 4,409,827.892   268,566.335   MT  1.00025946   -1 43 53.6
 DF6282
 DF6282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6282!SPC OH S     -   0.99995332  x   0.99996305  =   0.99991637
 DF6282!UTM  17      -   0.99995332  x   1.00025946  =   1.00021277
 DF6282
 DF6282                          SUPERSEDED SURVEY CONTROL
 DF6282
 DF6282  ELLIP H (06/24/03)  297.63   (m)                       GP(       ) 4 1
 DF6282
 DF6282.Superseded values are not recommended for survey control.
 DF6282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6282.See file dsdata.txt to determine how the superseded data were derived.
 DF6282
 DF6282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6856609828(NAD 83)
 DF6282_MARKER: DD = SURVEY DISK
 DF6282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6282_STAMPING: 229 2000
 DF6282_MARK LOGO: OH-023
 DF6282_PROJECTION: FLUSH
 DF6282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6282+STABILITY: SURFACE MOTION
 DF6282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6282+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6282
 DF6282  HISTORY     - Date     Condition        Report By
 DF6282  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6282  HISTORY     - 20000420 GOOD             ATLTEC
 DF6282
 DF6282                          STATION DESCRIPTION
 DF6282
 DF6282'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6282'DESCRIBED BY CLARK COUNTY ENGINEER IN 2000
 DF6282'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP,
 DF6282'V.M.S. 9000,
 DF6282'APPROXIMATELY 11 MILES SOUTHEAST OF SPRINGFIELD. FROM SPRINGFIELD AT
 DF6282'THE INTERSECTION
 DF6282'OF MAIN STREET AND FOUNTAIN AVENUE, PROCEED ALONG FOUNTAIN AVENUE 0.4
 DF6282'MILES TO
 DF6282'PLEASANT STREET, THEN TURN EAST ON PLEASANT STREET PASSING S.
 DF6282'LIMESTONE STREET TO
 DF6282'SR72.  CROSSING THE INTERSECTION, CONTINUE EAST ON WHAT IS SELMA ROAD
 DF6282'10.15 MILES TO THE
 DF6282'INTERSECTION OF BATTIN HOWELL ROAD. CONTINUE NORTHEAST ALONG BATTIN
 DF6282'HOWELL ROAD 1.26
 DF6282'MILES. THE STATION IS LOCATED NORTH OF THE ROADWAY FROM THIS POINT.
 DF6282'THE STATION IS A 3.25
 DF6282'INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 229 2000, SET
 DF6282'IN A CONCRETE
 DF6282'MONUMENT AT GRADE. THE STATION IS REFERENCED 10.93 FEET SOUTHWEST TO
 DF6282'POWER POLE OE
 DF6282'152GX 30, 10.25 FEET SOUTHEAST TO A P.K. NAIL SET IN THE CENTER OF THE
 DF6282'ROADWAY AND 38.25
 DF6282'FEET NORTHEAST TO THE SOUTHWEST CORNER ENDWALL OF A 36 INCH CORRUGATED
 DF6282'METAL PIPE.
 DF6282'
 DF6282'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1807 ***********************************************************************
 JY1807  DESIGNATION -  CLARK 23
 JY1807  PID         -  JY1807
 JY1807  STATE/COUNTY-  OH/CLARK
 JY1807  USGS QUAD   -  SPRINGFIELD (1981)
 JY1807
 JY1807                         *CURRENT SURVEY CONTROL
 JY1807  ___________________________________________________________________
 JY1807* NAD 83(1995)-  39 55 33.16030(N)    083 51 20.56885(W)     ADJUSTED  
 JY1807* NAVD 88     -       286.2    (meters)     939.     (feet)  GPS OBS   
 JY1807  ___________________________________________________________________
 JY1807  X           -     524,265.791 (meters)                     COMP
 JY1807  Y           -  -4,870,050.036 (meters)                     COMP
 JY1807  Z           -   4,071,839.836 (meters)                     COMP
 JY1807  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 JY1807  ELLIP HEIGHT-         252.86  (meters)          (10/07/05) GPS OBS
 JY1807  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JY1807
 JY1807  HORZ ORDER  -  FIRST
 JY1807  ELLP ORDER  -  FOURTH    CLASS I
 JY1807
 JY1807.The horizontal coordinates were established by GPS observations
 JY1807.and adjusted by the National Geodetic Survey in April 1998..
 JY1807
 JY1807.The orthometric height was determined by GPS observations and a
 JY1807.high-resolution geoid model.
 JY1807
 JY1807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1807
 JY1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1807
 JY1807.The ellipsoidal height was determined by GPS observations
 JY1807.and is referenced to NAD 83.
 JY1807
 JY1807.The geoid height was determined by GEOID03.
 JY1807
 JY1807;                    North         East     Units Scale Factor Converg.
 JY1807;SPC OH S     -   214,672.924   484,111.924   MT  0.99998051   -0 51 36.8
 JY1807;UTM  17      - 4,423,435.472   255,955.779   MT  1.00033327   -1 50 01.3
 JY1807
 JY1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1807!SPC OH S     -   0.99996033  x   0.99998051  =   0.99994084
 JY1807!UTM  17      -   0.99996033  x   1.00033327  =   1.00029359
 JY1807
 JY1807:                Primary Azimuth Mark                     Grid Az
 JY1807:SPC OH S     -  CLARK 69                                 088 23 17.5
 JY1807:UTM  17      -  CLARK 69                                 089 21 42.0
 JY1807
 JY1807|---------------------------------------------------------------------|
 JY1807| PID    Reference Object                     Distance      Geod. Az  |
 JY1807|                                                           dddmmss.s |
 JY1807| JY1861 CLARK 69                            APPROX. 1.2 KM 0873140.7 |
 JY1807| JY1809 CLARK 24                            APPROX. 1.6 KM 1710231.5 |
 JY1807| JY1808 CLARK 23 AZ MK                      418.328 METERS 2582518.9 |
 JY1807|---------------------------------------------------------------------|
 JY1807
 JY1807                          SUPERSEDED SURVEY CONTROL
 JY1807
 JY1807  ELLIP H (04/01/98)  252.92   (m)                       GP(       ) 4 1
 JY1807  NAD 83(1986)-  39 55 33.16712(N)    083 51 20.57537(W) AD(       ) 1
 JY1807
 JY1807.Superseded values are not recommended for survey control.
 JY1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1807.See file dsdata.txt to determine how the superseded data were derived.
 JY1807
 JY1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5595623435(NAD 83)
 JY1807_MARKER: DD = SURVEY DISK
 JY1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1807_SP_SET: CONCRETE POST
 JY1807_STAMPING: 23 1993
 JY1807_MARK LOGO: OH-023
 JY1807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1807+STABILITY: SURFACE MOTION
 JY1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1807+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1807
 JY1807  HISTORY     - Date     Condition        Report By
 JY1807  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1807
 JY1807                          STATION DESCRIPTION
 JY1807
 JY1807'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1807'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1807'ABOUT 2.7 MILES WEST OF THE CENTER OF SPRINGFIELD.
 JY1807'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1807'LIMESTONE STREET IN SPRINGFIELD, PROCEED WEST ALONG MAIN STREET 2.5
 JY1807'MILES TO ITS INTERSECTION WITH US 68 TO THE STATION ON THE RIGHT IN
 JY1807'THE MEDIAN OF THE NORTH BRIDGE ABUTMENT.
 JY1807'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1807'FLUSH WITH THE GROUND AND STAMPED 23 1993.
 JY1807'THE STATION IS 10.06 FEET WEST FROM A NAIL IN THE EDGE OF THE PAVEMENT
 JY1807'OF NORTH BOUND US 70, 23.26 FEET EAST FROM A NAIL IN THE EDGE OF THE
 JY1807'PAVEMENT OF SOUTH BOUND US 70, AND 26.09 FEET FROM  A SQUARE WASHER
 JY1807'IN THE NORTHEAST CORNER OF THE SOUTH BOUND BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1808 ***********************************************************************
 JY1808  DESIGNATION -  CLARK 23 AZ MK
 JY1808  PID         -  JY1808
 JY1808  STATE/COUNTY-  OH/CLARK
 JY1808  USGS QUAD   -  SPRINGFIELD (1981)
 JY1808
 JY1808                         *CURRENT SURVEY CONTROL
 JY1808  ___________________________________________________________________
 JY1808* NAD 83(1995)-  39 55 30.43774(N)    083 51 37.82687(W)     ADJUSTED  
 JY1808* NAVD 88     -       294.9    (meters)     968.     (feet)  GPS OBS   
 JY1808  ___________________________________________________________________
 JY1808  X           -     523,864.798 (meters)                     COMP
 JY1808  Y           -  -4,870,154.147 (meters)                     COMP
 JY1808  Z           -   4,071,781.060 (meters)                     COMP
 JY1808  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 JY1808  ELLIP HEIGHT-         261.62  (meters)          (10/07/05) GPS OBS
 JY1808  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JY1808
 JY1808  HORZ ORDER  -  FIRST
 JY1808  ELLP ORDER  -  FOURTH    CLASS I
 JY1808
 JY1808.The horizontal coordinates were established by GPS observations
 JY1808.and adjusted by the National Geodetic Survey in April 1998..
 JY1808
 JY1808.The orthometric height was determined by GPS observations and a
 JY1808.high-resolution geoid model.
 JY1808
 JY1808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1808
 JY1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1808
 JY1808.The ellipsoidal height was determined by GPS observations
 JY1808.and is referenced to NAD 83.
 JY1808
 JY1808.The geoid height was determined by GEOID03.
 JY1808
 JY1808;                    North         East     Units Scale Factor Converg.
 JY1808;SPC OH S     -   214,595.128   483,700.902   MT  0.99998038   -0 51 47.8
 JY1808;UTM  17      - 4,423,364.645   255,543.349   MT  1.00033575   -1 50 12.3
 JY1808
 JY1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1808!SPC OH S     -   0.99995896  x   0.99998038  =   0.99993934
 JY1808!UTM  17      -   0.99995896  x   1.00033575  =   1.00029470
 JY1808
 JY1808:                Primary Azimuth Mark                     Grid Az
 JY1808:SPC OH S     -  CLARK 23                                 079 16 55.7
 JY1808:UTM  17      -  CLARK 23                                 080 15 20.2
 JY1808
 JY1808|---------------------------------------------------------------------|
 JY1808| PID    Reference Object                     Distance      Geod. Az  |
 JY1808|                                                           dddmmss.s |
 JY1808| JY1807 CLARK 23                            418.328 METERS 0782507.9 |
 JY1808|---------------------------------------------------------------------|
 JY1808
 JY1808                          SUPERSEDED SURVEY CONTROL
 JY1808
 JY1808  ELLIP H (04/01/98)  261.68   (m)                       GP(       ) 4 1
 JY1808  NAD 83(1986)-  39 55 30.44457(N)    083 51 37.83340(W) AD(       ) 1
 JY1808
 JY1808.Superseded values are not recommended for survey control.
 JY1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1808.See file dsdata.txt to determine how the superseded data were derived.
 JY1808
 JY1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5554323365(NAD 83)
 JY1808_MARKER: DD = SURVEY DISK
 JY1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1808_SP_SET: CONCRETE POST
 JY1808_STAMPING: 23 AZ 1993
 JY1808_MARK LOGO: OH-023
 JY1808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1808+STABILITY: SURFACE MOTION
 JY1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1808+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1808
 JY1808  HISTORY     - Date     Condition        Report By
 JY1808  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1808
 JY1808                          STATION DESCRIPTION
 JY1808
 JY1808'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1808'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1808'TOWNSHIP ABOUT 2.8 MILES WEST OF THE CENTER OF SPRINGFIELD.
 JY1808'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG U.S. 40
 JY1808'(STATE ROUTE 4) 0.2 MILES TO ITS INTERSECTION WITH DARTMOUTH ROAD AND
 JY1808'THE MARK ON THE LEFT IN THE MEDIAN OF THE EAST CROSSOVER.
 JY1808'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1808'CONCRETE FLUSH WITH THE GROUND AND STAMPED 23 AZ 1993.
 JY1808'THE AZIMUTH MARK IS 35.95 FEET SOUTHWEST FROM A FIRE HYDRANT, 37.9
 JY1808'FEET EAST FROM THE CENTERLINE OF THE CROSSOVER, AND 53.75 FEET
 JY1808'SOUTHEAST FROM A MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6283 ***********************************************************************
 DF6283  DESIGNATION -  CLARK 231
 DF6283  PID         -  DF6283
 DF6283  STATE/COUNTY-  OH/CLARK
 DF6283  USGS QUAD   -  FLORENCE (1984)
 DF6283
 DF6283                         *CURRENT SURVEY CONTROL
 DF6283  ___________________________________________________________________
 DF6283* NAD 83(1995)-  39 48 03.57066(N)    083 36 45.79001(W)     ADJUSTED  
 DF6283* NAVD 88     -       350.5    (meters)    1150.     (feet)  GPS OBS   
 DF6283  ___________________________________________________________________
 DF6283  X           -     545,909.450 (meters)                     COMP
 DF6283  Y           -  -4,876,665.189 (meters)                     COMP
 DF6283  Z           -   4,061,237.406 (meters)                     COMP
 DF6283  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 DF6283  ELLIP HEIGHT-         317.60  (meters)          (10/07/05) GPS OBS
 DF6283  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DF6283
 DF6283  HORZ ORDER  -  FIRST
 DF6283  ELLP ORDER  -  FOURTH    CLASS I
 DF6283
 DF6283.The horizontal coordinates were established by GPS observations
 DF6283.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6283
 DF6283.The orthometric height was determined by GPS observations and a
 DF6283.high-resolution geoid model.
 DF6283
 DF6283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6283
 DF6283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6283
 DF6283.The ellipsoidal height was determined by GPS observations
 DF6283.and is referenced to NAD 83.
 DF6283
 DF6283.The geoid height was determined by GEOID03.
 DF6283
 DF6283;                    North         East     Units Scale Factor Converg.
 DF6283;SPC OH S     -   200,524.123   504,711.334   MT  0.99996229   -0 42 21.8
 DF6283;UTM  17      - 4,408,935.507   276,318.823   MT  1.00021601   -1 40 23.4
 DF6283
 DF6283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6283!SPC OH S     -   0.99995018  x   0.99996229  =   0.99991247
 DF6283!UTM  17      -   0.99995018  x   1.00021601  =   1.00016618
 DF6283
 DF6283                          SUPERSEDED SURVEY CONTROL
 DF6283
 DF6283  ELLIP H (06/24/03)  317.64   (m)                       GP(       ) 4 1
 DF6283
 DF6283.Superseded values are not recommended for survey control.
 DF6283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6283.See file dsdata.txt to determine how the superseded data were derived.
 DF6283
 DF6283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7631908936(NAD 83)
 DF6283_MARKER: DD = SURVEY DISK
 DF6283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6283_STAMPING: 231 2000
 DF6283_MARK LOGO: OH-023
 DF6283_PROJECTION: FLUSH
 DF6283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6283+STABILITY: SURFACE MOTION
 DF6283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6283+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6283
 DF6283  HISTORY     - Date     Condition        Report By
 DF6283  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6283  HISTORY     - 20000420 GOOD             ATLTEC
 DF6283
 DF6283                          STATION DESCRIPTION
 DF6283
 DF6283'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6283'DESCRIBED BY THE CLARK COUNTY ENGINEER 2000
 DF6283'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP,
 DF6283'V.M.S. 5723,
 DF6283'APPROXIMATELY 12.1 MILES SOUTHEAST OF SPRINGFIELD. FROM SPRINGFIELD AT
 DF6283'THE INTERSECTION
 DF6283'OF MAIN STREET AND FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN AVENUE 1
 DF6283'BLOCK TO E. HIGH
 DF6283'STREET AND PROCEED EAST ALONG E. HIGH STREET(SR 41) 15.31 MILES TO THE
 DF6283'INTERSECTION AT
 DF6283'XENIA/LONDON ROAD. CONTINUE NORTHEAST ON XENIA/LONDON ROAD 0.315
 DF6283'MILES. THE STATION IS
 DF6283'SOUTH OF THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH
 DF6283'DIAMETER CLARK COUNTY
 DF6283'ENGINEER SURVEY DISK STAMPED 231 2000, SET IN A CONCRETE MONUMENT AT
 DF6283'GRADE. THE STATION
 DF6283'IS REFERENCED 25.05 FEET SOUTHWEST TO A PK NAIL SET IN THE CENTER OF
 DF6283'THE ROADWAY, 18.18
 DF6283'FEET NORTHWEST TO A PK NAIL SET IN THE CENTER OF THE ROADWAY AND 26.02
 DF6283'FEET NORTH TO A
 DF6283'PK NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6283'
 DF6283'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6284 ***********************************************************************
 DF6284  DESIGNATION -  CLARK 232
 DF6284  PID         -  DF6284
 DF6284  STATE/COUNTY-  OH/CLARK
 DF6284  USGS QUAD   -  FLORENCE (1984)
 DF6284
 DF6284                         *CURRENT SURVEY CONTROL
 DF6284  ___________________________________________________________________
 DF6284* NAD 83(1995)-  39 47 54.19331(N)    083 33 42.47525(W)     ADJUSTED  
 DF6284* NAVD 88     -       338.8    (meters)    1112.     (feet)  GPS OBS   
 DF6284  ___________________________________________________________________
 DF6284  X           -     550,263.057 (meters)                     COMP
 DF6284  Y           -  -4,876,353.208 (meters)                     COMP
 DF6284  Z           -   4,061,007.769 (meters)                     COMP
 DF6284  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 DF6284  ELLIP HEIGHT-         306.00  (meters)          (10/07/05) GPS OBS
 DF6284  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DF6284
 DF6284  HORZ ORDER  -  FIRST
 DF6284  ELLP ORDER  -  FOURTH    CLASS I
 DF6284
 DF6284.The horizontal coordinates were established by GPS observations
 DF6284.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6284
 DF6284.The orthometric height was determined by GPS observations and a
 DF6284.high-resolution geoid model.
 DF6284
 DF6284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6284
 DF6284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6284
 DF6284.The ellipsoidal height was determined by GPS observations
 DF6284.and is referenced to NAD 83.
 DF6284
 DF6284.The geoid height was determined by GEOID03.
 DF6284
 DF6284;                    North         East     Units Scale Factor Converg.
 DF6284;SPC OH S     -   200,182.433   509,068.370   MT  0.99996196   -0 40 25.4
 DF6284;UTM  17      - 4,408,520.241   280,670.525   MT  1.00019227   -1 38 25.5
 DF6284
 DF6284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6284!SPC OH S     -   0.99995200  x   0.99996196  =   0.99991396
 DF6284!UTM  17      -   0.99995200  x   1.00019227  =   1.00014426
 DF6284
 DF6284                          SUPERSEDED SURVEY CONTROL
 DF6284
 DF6284  ELLIP H (06/24/03)  306.04   (m)                       GP(       ) 4 1
 DF6284
 DF6284.Superseded values are not recommended for survey control.
 DF6284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6284.See file dsdata.txt to determine how the superseded data were derived.
 DF6284
 DF6284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE8067108520(NAD 83)
 DF6284_MARKER: DD = SURVEY DISK
 DF6284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6284_STAMPING: 232 2000
 DF6284_MARK LOGO: OH-023
 DF6284_PROJECTION: FLUSH
 DF6284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6284+STABILITY: SURFACE MOTION
 DF6284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6284+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6284
 DF6284  HISTORY     - Date     Condition        Report By
 DF6284  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6284  HISTORY     - 20000420 GOOD             ATLTEC
 DF6284
 DF6284                          STATION DESCRIPTION
 DF6284
 DF6284'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6284'DESCRIBED BY THE CLARK COUNTY ENGINEER 2000.
 DF6284'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP,
 DF6284'V.M.S. 5723,
 DF6284'APPROXIMATELY 15.3 MILES SOUTHEAST OF SPRINGFIELD. FROM SPRINGFIELD AT
 DF6284'THE INTERSECTION
 DF6284'OF MAIN STREET AND FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN AVENUE 1
 DF6284'BLOCK TO E. HIGH
 DF6284'STREET AND PROCEED EAST ALONG E.  HIGH STREET(SR 41) 15.31 MILES TO
 DF6284'THE INTERSECTION AT
 DF6284'XENIA/LONDON ROAD, THEN GO NORTHEAST ALONG XENIA/LONDON ROAD 3.12
 DF6284'MILES TO THE
 DF6284'INTERSECTION AT CORRELL/MAXEY ROAD IN MADISON COUNTY, THEN GO SOUTH ON
 DF6284'CORRELL/MAXEY
 DF6284'ROAD 0.82 MILES TO THE INTERSECTION AT GATES LANE. CONTINUE SOUTH
 DF6284'ALONG GATES LANE 0.104
 DF6284'MILES. THE STATION IS WEST OF THE ROADWAY FROM THIS POINT. THE STATION
 DF6284'IS A 3.25 INCH
 DF6284'DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 232 2000, SET IN A
 DF6284'CONCRETE
 DF6284'MONUMENT AT GRADE. THE STATION IS REFERENCED 36.35 FEET SOUTHEAST TO A
 DF6284'PK NAIL SET IN
 DF6284'THE CENTER OF THE ROADWAY, 13.68 FEET EAST TO A PK NAIL SET IN THE
 DF6284'CENTER OF THE ROADWAY
 DF6284'AND 30.11 FEET NORTHEAST TO A PK NAIL SET IN THE CENTER OF THE
 DF6284'ROADWAY.
 DF6284'
 DF6284'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6285 ***********************************************************************
 DF6285  DESIGNATION -  CLARK 234
 DF6285  PID         -  DF6285
 DF6285  STATE/COUNTY-  OH/CLARK
 DF6285  USGS QUAD   -  CLIFTON (1988)
 DF6285
 DF6285                         *CURRENT SURVEY CONTROL
 DF6285  ___________________________________________________________________
 DF6285* NAD 83(1995)-  39 47 02.29058(N)    083 46 32.10975(W)     ADJUSTED  
 DF6285* NAVD 88     -       332.8    (meters)    1092.     (feet)  GPS OBS   
 DF6285  ___________________________________________________________________
 DF6285  X           -     532,174.722 (meters)                     COMP
 DF6285  Y           -  -4,879,386.130 (meters)                     COMP
 DF6285  Z           -   4,059,773.672 (meters)                     COMP
 DF6285  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DF6285  ELLIP HEIGHT-         299.70  (meters)          (10/07/05) GPS OBS
 DF6285  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DF6285
 DF6285  HORZ ORDER  -  FIRST
 DF6285  ELLP ORDER  -  FOURTH    CLASS I
 DF6285
 DF6285.The horizontal coordinates were established by GPS observations
 DF6285.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6285
 DF6285.The orthometric height was determined by GPS observations and a
 DF6285.high-resolution geoid model.
 DF6285
 DF6285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6285
 DF6285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6285
 DF6285.The ellipsoidal height was determined by GPS observations
 DF6285.and is referenced to NAD 83.
 DF6285
 DF6285.The geoid height was determined by GEOID03.
 DF6285
 DF6285;                    North         East     Units Scale Factor Converg.
 DF6285;SPC OH S     -   198,818.839   490,738.288   MT  0.99996018   -0 48 33.8
 DF6285;UTM  17      - 4,407,465.931   262,314.861   MT  1.00029557   -1 46 36.9
 DF6285
 DF6285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6285!SPC OH S     -   0.99995298  x   0.99996018  =   0.99991317
 DF6285!UTM  17      -   0.99995298  x   1.00029557  =   1.00024854
 DF6285
 DF6285                          SUPERSEDED SURVEY CONTROL
 DF6285
 DF6285  ELLIP H (06/24/03)  299.75   (m)                       GP(       ) 4 1
 DF6285
 DF6285.Superseded values are not recommended for survey control.
 DF6285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6285.See file dsdata.txt to determine how the superseded data were derived.
 DF6285
 DF6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6231507466(NAD 83)
 DF6285_MARKER: DD = SURVEY DISK
 DF6285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6285_STAMPING: 234 2000
 DF6285_MARK LOGO: OH-023
 DF6285_PROJECTION: FLUSH
 DF6285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6285+STABILITY: SURFACE MOTION
 DF6285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6285+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6285
 DF6285  HISTORY     - Date     Condition        Report By
 DF6285  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6285  HISTORY     - 20000420 GOOD             ATLTEC
 DF6285
 DF6285                          STATION DESCRIPTION
 DF6285
 DF6285'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6285'DESCRIBED BY THE CLARK COUNTY ENGINEER 2000.
 DF6285'THE STATION IS LOCATED IN GREENE COUNTY, OHIO IN CEDARVILLE TOWNSHIP,
 DF6285'APPROXIMATELY 12
 DF6285'MILES SOUTH OF SPRINGFIELD. FROM SPRINGFIELD AT THE INTERSECTION OF
 DF6285'MAIN STREET AND
 DF6285'FOUNTAIN AVENUE, PROCEED ALONG FOUNTAIN AVENUE 0.4 MILES TO PLEASANT
 DF6285'STREET, THEN TURN
 DF6285'EAST ON PLEASANT STREET PASSING S. LIMESTONE STREET TO SR 72. AT THE
 DF6285'INTERSECTION,
 DF6285'CONTINUE SOUTH ON S. LIMESTONE STREET(SR 72) 8.80 MILES TO THE
 DF6285'INTERSECTION  AT S. RIVER
 DF6285'ROAD, THEN CONTINUE EAST ON S. RIVER ROAD1.57 MILES TO THE
 DF6285'INTERSECTION AT RIFE
 DF6285'ROAD,THEN   CONTINUE SOUTH ON RIFE ROAD 0.66 MILES TO THE INTERSECTION
 DF6285'AT KYLE ROAD,
 DF6285'THEN CONTINUE ON KYLE ROAD 1.27 MILES. THE STATION IS LOCATED WEST OF
 DF6285'THE ROADWAY FROM
 DF6285'THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER
 DF6285'SURVEY DISK STAMPED
 DF6285'234 2000, SET IN A CONCRETE MONUMENT AT GRADE.  THE STATION IS
 DF6285'REFERENCED 85.75 FEET
 DF6285'NORTH TO POWER POLE 251964, 14.92 FEET EAST TO A P.K. NAIL SET IN THE
 DF6285'CENTER OF THE
 DF6285'ROADWAY AND 35.64 FEET SOUTHEAST TO A P.K. NAIL SET IN THE CENTER OF
 DF6285'THE ROADWAY.
 DF6285'
 DF6285'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6286 ***********************************************************************
 DF6286  DESIGNATION -  CLARK 236
 DF6286  PID         -  DF6286
 DF6286  STATE/COUNTY-  OH/CLARK
 DF6286  USGS QUAD   -  SOUTH CHARLESTON (1984)
 DF6286
 DF6286                         *CURRENT SURVEY CONTROL
 DF6286  ___________________________________________________________________
 DF6286* NAD 83(1995)-  39 46 36.16103(N)    083 40 01.79226(W)     ADJUSTED  
 DF6286* NAVD 88     -       336.3    (meters)    1103.     (feet)  GPS OBS   
 DF6286  ___________________________________________________________________
 DF6286  X           -     541,464.273 (meters)                     COMP
 DF6286  Y           -  -4,878,885.621 (meters)                     COMP
 DF6286  Z           -   4,059,156.623 (meters)                     COMP
 DF6286  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 DF6286  ELLIP HEIGHT-         303.30  (meters)          (10/07/05) GPS OBS
 DF6286  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 DF6286
 DF6286  HORZ ORDER  -  FIRST
 DF6286  ELLP ORDER  -  FOURTH    CLASS I
 DF6286
 DF6286.The horizontal coordinates were established by GPS observations
 DF6286.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6286
 DF6286.The orthometric height was determined by GPS observations and a
 DF6286.high-resolution geoid model.
 DF6286
 DF6286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6286
 DF6286.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6286
 DF6286.The ellipsoidal height was determined by GPS observations
 DF6286.and is referenced to NAD 83.
 DF6286
 DF6286.The geoid height was determined by GEOID03.
 DF6286
 DF6286;                    North         East     Units Scale Factor Converg.
 DF6286;SPC OH S     -   197,887.441   500,014.295   MT  0.99995930   -0 44 26.1
 DF6286;UTM  17      - 4,406,377.772   271,576.688   MT  1.00024241   -1 42 25.9
 DF6286
 DF6286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6286!SPC OH S     -   0.99995242  x   0.99995930  =   0.99991172
 DF6286!UTM  17      -   0.99995242  x   1.00024241  =   1.00019482
 DF6286
 DF6286                          SUPERSEDED SURVEY CONTROL
 DF6286
 DF6286  ELLIP H (06/24/03)  303.35   (m)                       GP(       ) 4 1
 DF6286
 DF6286.Superseded values are not recommended for survey control.
 DF6286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6286.See file dsdata.txt to determine how the superseded data were derived.
 DF6286
 DF6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7157706378(NAD 83)
 DF6286_MARKER: DD = SURVEY DISK
 DF6286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6286_STAMPING: 236 2000
 DF6286_MARK LOGO: OH-023
 DF6286_PROJECTION: FLUSH
 DF6286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6286+STABILITY: SURFACE MOTION
 DF6286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6286+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6286
 DF6286  HISTORY     - Date     Condition        Report By
 DF6286  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6286  HISTORY     - 20000420 GOOD             ATLTEC
 DF6286
 DF6286                          STATION DESCRIPTION
 DF6286
 DF6286'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6286'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 2000
 DF6286'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP,
 DF6286'V.M.S. 2068,
 DF6286'APPROXIMATELY 16 MILES SOUTHEAST OF SPRINGFIELD.  FROM SPRINGFIELD AT
 DF6286'THE INTERSECTION
 DF6286'OF MAIN STREET AND FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN AVENUE 1
 DF6286'BLOCK TO E. HIGH
 DF6286'STREET AND PROCEED EAST ALONG E. HIGH STREET (SR 41) 12.91 MILES TO
 DF6286'THE INTERSECTION
 DF6286'AT SR42, THEN GO SOUTHWEST ON SR 42 0.10 MILES TO THE INTERSECTION AT
 DF6286'JAMESTOWN ROAD.
 DF6286'CONTINUE SOUTH ON JAMESTOWN ROAD 3.92 MILES. THE STATION IS WEST OF
 DF6286'THE ROADWAY FROM
 DF6286'THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER
 DF6286'SURVEY DISK STAMPED
 DF6286'236 2000, SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS
 DF6286'REFERENCED 54.25 FEET
 DF6286'NORTHEAST TO A POWER POLE, 22.80 FEET EAST TO A PK NAIL SET IN THE
 DF6286'CENTER OF THE ROADWAY
 DF6286'AND 29.40 FEET SOUTHEAST TO A PK NAIL SET IN THE CENTER OF THE
 DF6286'ROADWAY.
 DF6286' 
 DF6286' 
 DF6286'
 DF6286'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6287 ***********************************************************************
 DF6287  DESIGNATION -  CLARK 238
 DF6287  PID         -  DF6287
 DF6287  STATE/COUNTY-  OH/CLARK
 DF6287  USGS QUAD   -  FLORENCE (1984)
 DF6287
 DF6287                         *CURRENT SURVEY CONTROL
 DF6287  ___________________________________________________________________
 DF6287* NAD 83(1995)-  39 46 12.86912(N)    083 34 24.98760(W)     ADJUSTED  
 DF6287* NAVD 88     -       336.9    (meters)    1105.     (feet)  GPS OBS   
 DF6287  ___________________________________________________________________
 DF6287  X           -     549,481.662 (meters)                     COMP
 DF6287  Y           -  -4,878,452.241 (meters)                     COMP
 DF6287  Z           -   4,058,604.944 (meters)                     COMP
 DF6287  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 DF6287  ELLIP HEIGHT-         304.03  (meters)          (10/07/05) GPS OBS
 DF6287  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DF6287
 DF6287  HORZ ORDER  -  FIRST
 DF6287  ELLP ORDER  -  FOURTH    CLASS I
 DF6287
 DF6287.The horizontal coordinates were established by GPS observations
 DF6287.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6287
 DF6287.The orthometric height was determined by GPS observations and a
 DF6287.high-resolution geoid model.
 DF6287
 DF6287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6287
 DF6287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6287
 DF6287.The ellipsoidal height was determined by GPS observations
 DF6287.and is referenced to NAD 83.
 DF6287
 DF6287.The geoid height was determined by GEOID03.
 DF6287
 DF6287;                    North         East     Units Scale Factor Converg.
 DF6287;SPC OH S     -   197,069.715   508,019.952   MT  0.99995854   -0 40 52.4
 DF6287;UTM  17      - 4,405,424.919   279,569.506   MT  1.00019824   -1 38 49.3
 DF6287
 DF6287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6287!SPC OH S     -   0.99995231  x   0.99995854  =   0.99991085
 DF6287!UTM  17      -   0.99995231  x   1.00019824  =   1.00015054
 DF6287
 DF6287:                Primary Azimuth Mark                     Grid Az
 DF6287:SPC OH S     -  CLARK 241                                225 30 41.4
 DF6287:UTM  17      -  CLARK 241                                226 28 38.3
 DF6287
 DF6287|---------------------------------------------------------------------|
 DF6287| PID    Reference Object                     Distance      Geod. Az  |
 DF6287|                                                           dddmmss.s |
 DF6287| DF6290 CLARK 241                           APPROX. 1.3 KM 2244949.0 |
 DF6287|---------------------------------------------------------------------|
 DF6287
 DF6287                          SUPERSEDED SURVEY CONTROL
 DF6287
 DF6287  ELLIP H (06/24/03)  304.06   (m)                       GP(       ) 4 1
 DF6287
 DF6287.Superseded values are not recommended for survey control.
 DF6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6287.See file dsdata.txt to determine how the superseded data were derived.
 DF6287
 DF6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7957005425(NAD 83)
 DF6287_MARKER: DD = SURVEY DISK
 DF6287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6287_STAMPING: 238 2000
 DF6287_MARK LOGO: OH-023
 DF6287_PROJECTION: FLUSH
 DF6287_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6287+STABILITY: SURFACE MOTION
 DF6287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6287+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6287
 DF6287  HISTORY     - Date     Condition        Report By
 DF6287  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6287  HISTORY     - 20000420 GOOD             ATLTEC
 DF6287
 DF6287                          STATION DESCRIPTION
 DF6287
 DF6287'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6287'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 2000
 DF6287'THE STATION IS LOCATED IN MADISON COUNTY, OHIO IN STOKES TOWNSHIP
 DF6287'APPROXIMATELY 16 MILES
 DF6287'SOUTHEAST OF SPRINGFIELD.  FROM SPRINGFIELD AT THE INTERSECTION OF
 DF6287'MAIN STREET AND
 DF6287'FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN AVENUE 1 BLOCK TO E. HIGH STREET
 DF6287'AND PROCEED
 DF6287'EAST ALONG E. HIGH STREET (SR 41) 15.55 MILES TO THE INTERSECTION AT
 DF6287'MIDWAY ROAD.  CONTINUE
 DF6287'SOUTHEAST ALONG MIDWAY ROAD 3.03 MILES (THE ROAD BECOMES
 DF6287'CHARLESTON/CHILLICOTHE ROAD
 DF6287'IN MADISON COUNTY).  THE STATION IS WEST OF THE ROADWAY FROM THIS
 DF6287'POINT.THE STATION IS A
 DF6287'3.25 INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 238 2000,
 DF6287'SET IN A CONCRETE
 DF6287'MONUMENT AT GRADE. THE STATION IS REFERENCED 20.44 FEET NORTHWEST TO A
 DF6287'POWER POLE,
 DF6287'16.82 FEET EAST TO A PK NAIL SET IN THE CENTER OF THE ROADWAY AND
 DF6287'30.95 FEET SOUTHEAST TO
 DF6287'A PK NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6287'
 DF6287'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6288 ***********************************************************************
 DF6288  DESIGNATION -  CLARK 239
 DF6288  PID         -  DF6288
 DF6288  STATE/COUNTY-  OH/CLARK
 DF6288  USGS QUAD   -  SOUTH CHARLESTON (1984)
 DF6288
 DF6288                         *CURRENT SURVEY CONTROL
 DF6288  ___________________________________________________________________
 DF6288* NAD 83(1995)-  39 46 02.39870(N)    083 42 34.78081(W)     ADJUSTED  
 DF6288* NAVD 88     -       324.0    (meters)    1063.     (feet)  GPS OBS   
 DF6288  ___________________________________________________________________
 DF6288  X           -     537,917.365 (meters)                     COMP
 DF6288  Y           -  -4,879,938.668 (meters)                     COMP
 DF6288  Z           -   4,058,348.393 (meters)                     COMP
 DF6288  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 DF6288  ELLIP HEIGHT-         291.01  (meters)          (10/07/05) GPS OBS
 DF6288  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DF6288
 DF6288  HORZ ORDER  -  FIRST
 DF6288  ELLP ORDER  -  FOURTH    CLASS I
 DF6288
 DF6288.The horizontal coordinates were established by GPS observations
 DF6288.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6288
 DF6288.The orthometric height was determined by GPS observations and a
 DF6288.high-resolution geoid model.
 DF6288
 DF6288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6288
 DF6288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6288
 DF6288.The ellipsoidal height was determined by GPS observations
 DF6288.and is referenced to NAD 83.
 DF6288
 DF6288.The geoid height was determined by GEOID03.
 DF6288
 DF6288;                    North         East     Units Scale Factor Converg.
 DF6288;SPC OH S     -   196,894.201   496,360.050   MT  0.99995820   -0 46 03.2
 DF6288;UTM  17      - 4,405,446.042   267,905.129   MT  1.00026324   -1 44 02.6
 DF6288
 DF6288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6288!SPC OH S     -   0.99995435  x   0.99995820  =   0.99991255
 DF6288!UTM  17      -   0.99995435  x   1.00026324  =   1.00021758
 DF6288
 DF6288                          SUPERSEDED SURVEY CONTROL
 DF6288
 DF6288  ELLIP H (06/24/03)  291.07   (m)                       GP(       ) 4 1
 DF6288
 DF6288.Superseded values are not recommended for survey control.
 DF6288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6288.See file dsdata.txt to determine how the superseded data were derived.
 DF6288
 DF6288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6790505446(NAD 83)
 DF6288_MARKER: DD = SURVEY DISK
 DF6288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6288_STAMPING: 239 2000
 DF6288_MARK LOGO: OH-023
 DF6288_PROJECTION: FLUSH
 DF6288_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6288+STABILITY: SURFACE MOTION
 DF6288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6288+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6288
 DF6288  HISTORY     - Date     Condition        Report By
 DF6288  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6288  HISTORY     - 20000420 GOOD             ATLTEC
 DF6288
 DF6288                          STATION DESCRIPTION
 DF6288
 DF6288'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6288'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 2000
 DF6288'THE STATION IS LOCATED IN GREENE COUNTY, OHIO IN CEDARVILLE TOWNSHIP,
 DF6288'APPROXIMATELY 14
 DF6288'MILES SOUTHEAST OF SPRINGFIELD.  FROM SPRINGFIELD AT THE INTERSECTION
 DF6288'OF MAIN STREET
 DF6288'AND FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN AVENUE 1 BLOCK TO E. HIGH
 DF6288'STREET AND
 DF6288'PROCEED EAST ALONG E. HIGH STREET (SR 41) 12.91 MILES TO THE
 DF6288'INTERSECTION AT SR 42, THEN GO
 DF6288'SOUTHWEST ON SR 42 0.84 MILES TO THE INTERSECTION AT WILDMAN ROAD.
 DF6288'CONTINUE SOUTH ON
 DF6288'WILDMAN ROAD 1.38 MILES. THE STATION IS WEST OF THE ROADWAY FROM THIS
 DF6288'POINT.THE STATION
 DF6288'IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 239
 DF6288'2000, SET IN A
 DF6288'CONCRETE MONUMENT AT GRADE. THE STATION IS REFERENCED 22.10 FEET
 DF6288'SOUTHEAST TO A PK
 DF6288'NAIL SET IN THE CENTER OF THE ROADWAY,17.14 FEET EAST TO A PK NAIL SET
 DF6288'IN THE CENTER OF THE
 DF6288'ROADWAY AND 21.45 FEET NORTHEAST TO A PK NAIL SET IN THE CENTER OF THE
 DF6288'ROADWAY.
 DF6288'
 DF6288'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1809 ***********************************************************************
 JY1809  DESIGNATION -  CLARK 24
 JY1809  PID         -  JY1809
 JY1809  STATE/COUNTY-  OH/CLARK
 JY1809  USGS QUAD   -  SPRINGFIELD (1981)
 JY1809
 JY1809                         *CURRENT SURVEY CONTROL
 JY1809  ___________________________________________________________________
 JY1809* NAD 83(1995)-  39 54 42.63435(N)    083 51 10.22636(W)     ADJUSTED  
 JY1809* NAVD 88     -       295.5    (meters)     969.     (feet)  GPS OBS   
 JY1809  ___________________________________________________________________
 JY1809  X           -     524,617.841 (meters)                     COMP
 JY1809  Y           -  -4,871,025.188 (meters)                     COMP
 JY1809  Z           -   4,070,650.632 (meters)                     COMP
 JY1809  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 JY1809  ELLIP HEIGHT-         262.25  (meters)          (10/07/05) GPS OBS
 JY1809  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JY1809
 JY1809  HORZ ORDER  -  FIRST
 JY1809  ELLP ORDER  -  FOURTH    CLASS I
 JY1809
 JY1809.The horizontal coordinates were established by GPS observations
 JY1809.and adjusted by the National Geodetic Survey in April 1998..
 JY1809
 JY1809.The orthometric height was determined by GPS observations and a
 JY1809.high-resolution geoid model.
 JY1809
 JY1809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1809
 JY1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1809
 JY1809.The ellipsoidal height was determined by GPS observations
 JY1809.and is referenced to NAD 83.
 JY1809
 JY1809.The geoid height was determined by GEOID03.
 JY1809
 JY1809;                    North         East     Units Scale Factor Converg.
 JY1809;SPC OH S     -   213,111.100   484,334.140   MT  0.99997822   -0 51 30.3
 JY1809;UTM  17      - 4,421,869.547   256,151.506   MT  1.00033209   -1 49 52.7
 JY1809
 JY1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1809!SPC OH S     -   0.99995886  x   0.99997822  =   0.99993708
 JY1809!UTM  17      -   0.99995886  x   1.00033209  =   1.00029094
 JY1809
 JY1809:                Primary Azimuth Mark                     Grid Az
 JY1809:SPC OH S     -  CLARK 67                                 233 59 29.9
 JY1809:UTM  17      -  CLARK 67                                 234 57 52.3
 JY1809
 JY1809|---------------------------------------------------------------------|
 JY1809| PID    Reference Object                     Distance      Geod. Az  |
 JY1809|                                                           dddmmss.s |
 JY1809| JY1858 CLARK 67                            APPROX. 1.2 KM 2330759.6 |
 JY1809|---------------------------------------------------------------------|
 JY1809
 JY1809                          SUPERSEDED SURVEY CONTROL
 JY1809
 JY1809  ELLIP H (04/01/98)  262.31   (m)                       GP(       ) 4 1
 JY1809  NAD 83(1986)-  39 54 42.64119(N)    083 51 10.23303(W) AD(       ) 1
 JY1809
 JY1809.Superseded values are not recommended for survey control.
 JY1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1809.See file dsdata.txt to determine how the superseded data were derived.
 JY1809
 JY1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5615221870(NAD 83)
 JY1809_MARKER: DD = SURVEY DISK
 JY1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1809_SP_SET: CONCRETE POST
 JY1809_STAMPING: 24 1993
 JY1809_MARK LOGO: OH-023
 JY1809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1809+STABILITY: SURFACE MOTION
 JY1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1809+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1809
 JY1809  HISTORY     - Date     Condition        Report By
 JY1809  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1809
 JY1809                          STATION DESCRIPTION
 JY1809
 JY1809'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1809'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1809'ABOUT 2.7 MILES SOUTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1809'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1809'MAIN STREET IN SPRINGFIELD, PROCEED WEST ALONG MAIN STREET 2.5 MILES
 JY1809'TO ITS INTERSECTION WITH U.S. 68.  TURN LEFT AND PROCEED SOUTH ALONG
 JY1809'U.S. 68 0.7 MILES TO THE STATION ON THE RIGHT ON A HIGH BANK NEAR A
 JY1809'RIGHT-OF-WAY FENCE APPROXIMATELY 0.1 MILES SOUTH OF THE DAYTON ROAD
 JY1809'OVERPASS.
 JY1809'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1809'FLUSH WITH THE GROUND AND STAMPED 24 1993.
 JY1809'THE STATION IS 13.56 FEET NORTHEAST FROM A NAIL IN A RIGHT-OF-WAY
 JY1809'FENCE POST, 14.08 FEET SOUTHEAST FROM A NAIL IN THE RIGHT-OF-WAY
 JY1809'FENCE, AND 55.58 FEET WEST FROM A NAIL IN THE EDGE OF THE PAVEMENT OF
 JY1809'U.S. 68 SOUTH BOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6289 ***********************************************************************
 DF6289  DESIGNATION -  CLARK 240
 DF6289  PID         -  DF6289
 DF6289  STATE/COUNTY-  OH/CLARK
 DF6289  USGS QUAD   -  SOUTH CHARLESTON (1984)
 DF6289
 DF6289                         *CURRENT SURVEY CONTROL
 DF6289  ___________________________________________________________________
 DF6289* NAD 83(1995)-  39 45 40.01620(N)    083 38 34.84774(W)     ADJUSTED  
 DF6289* NAVD 88     -       338.8    (meters)    1112.     (feet)  GPS OBS   
 DF6289  ___________________________________________________________________
 DF6289  X           -     543,643.637 (meters)                     COMP
 DF6289  Y           -  -4,879,759.826 (meters)                     COMP
 DF6289  Z           -   4,057,827.221 (meters)                     COMP
 DF6289  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 DF6289  ELLIP HEIGHT-         305.84  (meters)          (10/07/05) GPS OBS
 DF6289  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DF6289
 DF6289  HORZ ORDER  -  FIRST
 DF6289  ELLP ORDER  -  FOURTH    CLASS I
 DF6289
 DF6289.The horizontal coordinates were established by GPS observations
 DF6289.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6289
 DF6289.The orthometric height was determined by GPS observations and a
 DF6289.high-resolution geoid model.
 DF6289
 DF6289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6289
 DF6289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6289
 DF6289.The ellipsoidal height was determined by GPS observations
 DF6289.and is referenced to NAD 83.
 DF6289
 DF6289.The geoid height was determined by GEOID03.
 DF6289
 DF6289;                    North         East     Units Scale Factor Converg.
 DF6289;SPC OH S     -   196,129.583   502,061.194   MT  0.99995748   -0 43 31.0
 DF6289;UTM  17      - 4,404,585.147   273,594.215   MT  1.00023112   -1 41 28.2
 DF6289
 DF6289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6289!SPC OH S     -   0.99995202  x   0.99995748  =   0.99990950
 DF6289!UTM  17      -   0.99995202  x   1.00023112  =   1.00018313
 DF6289
 DF6289                          SUPERSEDED SURVEY CONTROL
 DF6289
 DF6289  ELLIP H (06/24/03)  305.89   (m)                       GP(       ) 4 1
 DF6289
 DF6289.Superseded values are not recommended for survey control.
 DF6289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6289.See file dsdata.txt to determine how the superseded data were derived.
 DF6289
 DF6289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7359404585(NAD 83)
 DF6289_MARKER: DD = SURVEY DISK
 DF6289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6289_STAMPING: 240 2000
 DF6289_MARK LOGO: OH-023
 DF6289_PROJECTION: FLUSH
 DF6289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6289+STABILITY: SURFACE MOTION
 DF6289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6289+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6289
 DF6289  HISTORY     - Date     Condition        Report By
 DF6289  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6289  HISTORY     - 20000420 GOOD             ATLTEC
 DF6289
 DF6289                          STATION DESCRIPTION
 DF6289
 DF6289'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6289'DESCRIBED BY THE CLARK COUNTY ENGINEER 2000.
 DF6289'THE STATION IS LOCATED IN MADISON COUNTY, OHIO IN STOKES TOWNSHIP,
 DF6289'APPROXIMATELY 18
 DF6289'MILES SOUTHEAST OF SPRINGFIELD. FROM SPRINGFIELD AT THE INTERSECTION
 DF6289'OF MAIN STREET AND
 DF6289'FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN AVENUE 1 BLOCK TO E. HIGH STREET
 DF6289'AND PROCEED
 DF6289'EAST ALONG E. HIGH STREET(SR 41) 12.91 MILES TO THE INTERSECTION AT SR
 DF6289'42, THEN GO
 DF6289'SOUTHEAST ON SR 42 0.10 MILES TO THE INTERSECTION AT JAMESTOWN ROAD,
 DF6289'THEN PROCEED
 DF6289'SOUTH ON JAMESTOWN ROAD 3.31 MILES TO THE INTERSECTION AT SHOCKLEY
 DF6289'ROAD. CONTINUE
 DF6289'SOUTHEAST ON SHOCKLEY ROAD 1.84 MILES.(THE ROAD BECOMES WILLIAM LUCAS
 DF6289'ROAD IN MADISON
 DF6289'COUNTY). THE STATION IS WEST OF THE ROADWAY FROM THIS POINT. THE
 DF6289'STATION IS A 3.25 INCH
 DF6289'DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 240 2000, SET IN A
 DF6289'CONCRETE
 DF6289'MONUMENT AT GRADE. THE STATION IS REFERENCED 34.75 FEET NORTHEAST TO A
 DF6289'PK NAIL SET IN
 DF6289'THE CENTER OF THE ROADWAY, 26.05 FEET EAST TO A PK NAIL SET IN THE
 DF6289'CENTER OF THE ROADWAY
 DF6289'AND 33.70 FEET SOUTHEAST TO A PK NAIL SET IN THE CENTER OF THE
 DF6289'ROADWAY.
 DF6289'
 DF6289'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6290 ***********************************************************************
 DF6290  DESIGNATION -  CLARK 241
 DF6290  PID         -  DF6290
 DF6290  STATE/COUNTY-  OH/CLARK
 DF6290  USGS QUAD   -  FLORENCE (1984)
 DF6290
 DF6290                         *CURRENT SURVEY CONTROL
 DF6290  ___________________________________________________________________
 DF6290* NAD 83(1995)-  39 45 42.18113(N)    083 35 04.51333(W)     ADJUSTED  
 DF6290* NAVD 88     -       340.1    (meters)    1116.     (feet)  GPS OBS   
 DF6290  ___________________________________________________________________
 DF6290  X           -     548,614.738 (meters)                     COMP
 DF6290  Y           -  -4,879,161.541 (meters)                     COMP
 DF6290  Z           -   4,057,879.439 (meters)                     COMP
 DF6290  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 DF6290  ELLIP HEIGHT-         307.23  (meters)          (10/07/05) GPS OBS
 DF6290  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DF6290
 DF6290  HORZ ORDER  -  FIRST
 DF6290  ELLP ORDER  -  FOURTH    CLASS I
 DF6290
 DF6290.The horizontal coordinates were established by GPS observations
 DF6290.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6290
 DF6290.The orthometric height was determined by GPS observations and a
 DF6290.high-resolution geoid model.
 DF6290
 DF6290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6290
 DF6290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6290
 DF6290.The ellipsoidal height was determined by GPS observations
 DF6290.and is referenced to NAD 83.
 DF6290
 DF6290.The geoid height was determined by GEOID03.
 DF6290
 DF6290;                    North         East     Units Scale Factor Converg.
 DF6290;SPC OH S     -   196,134.595   507,067.986   MT  0.99995755   -0 41 17.5
 DF6290;UTM  17      - 4,404,505.751   278,601.680   MT  1.00020351   -1 39 13.5
 DF6290
 DF6290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6290!SPC OH S     -   0.99995180  x   0.99995755  =   0.99990936
 DF6290!UTM  17      -   0.99995180  x   1.00020351  =   1.00015530
 DF6290
 DF6290:                Primary Azimuth Mark                     Grid Az
 DF6290:SPC OH S     -  CLARK 238                                045 30 41.2
 DF6290:UTM  17      -  CLARK 238                                046 28 37.2
 DF6290
 DF6290|---------------------------------------------------------------------|
 DF6290| PID    Reference Object                     Distance      Geod. Az  |
 DF6290|                                                           dddmmss.s |
 DF6290| DF6287 CLARK 238                           APPROX. 1.3 KM 0444923.7 |
 DF6290|---------------------------------------------------------------------|
 DF6290
 DF6290                          SUPERSEDED SURVEY CONTROL
 DF6290
 DF6290  ELLIP H (06/24/03)  307.27   (m)                       GP(       ) 4 1
 DF6290
 DF6290.Superseded values are not recommended for survey control.
 DF6290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6290.See file dsdata.txt to determine how the superseded data were derived.
 DF6290
 DF6290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7860204506(NAD 83)
 DF6290_MARKER: DD = SURVEY DISK
 DF6290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6290_STAMPING: 241 2000
 DF6290_MARK LOGO: OH-023
 DF6290_PROJECTION: FLUSH
 DF6290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6290+STABILITY: SURFACE MOTION
 DF6290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6290+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6290
 DF6290  HISTORY     - Date     Condition        Report By
 DF6290  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6290  HISTORY     - 20000420 GOOD             ATLTEC
 DF6290
 DF6290                          STATION DESCRIPTION
 DF6290
 DF6290'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6290'DESCRIBED BY THE CLARK COUNTY ENGINEER 2000.
 DF6290'THE STATION IS LOCATED IN MADISON COUNTY, OHIO IN STOKES TOWNSHIP,
 DF6290'APPROXIMATELY 18
 DF6290'MILES SOUTHEAST OF SPRINGFIELD. FROM SPRINGFIELD AT THE INTERSECTION
 DF6290'OF MAIN STREET AND
 DF6290'FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN AVENUE 1 BLOCK TO E. HIGH STREET
 DF6290'AND PROCEED
 DF6290'EAST ALONG E. HIGH STREET(SR 41) 17.82 MILES TO THE INTERSECTION AT
 DF6290'HAROLD ROAD. CONTINUE
 DF6290'EAST ON HAROLD ROAD 1.44 MILES. THE STATION IS SOUTH OF THE ROADWAY
 DF6290'FROM THIS POINT.
 DF6290'THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK
 DF6290'STAMPED 241 2000,
 DF6290'SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS REFERENCED 25.28
 DF6290'FEET SOUTHWEST TO
 DF6290'A POWER POLE, 20.50 FEET NORTHWEST TO A PK NAIL SET IN THE CENTER OF
 DF6290'THE ROADWAY AND
 DF6290'30.50 FEET NORTH TO A PK NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6290'
 DF6290'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6291 ***********************************************************************
 DF6291  DESIGNATION -  CLARK 243
 DF6291  PID         -  DF6291
 DF6291  STATE/COUNTY-  OH/CLARK
 DF6291  USGS QUAD   -  VIENNA (1973)
 DF6291
 DF6291                         *CURRENT SURVEY CONTROL
 DF6291  ___________________________________________________________________
 DF6291* NAD 83(1995)-  39 55 55.57533(N)    083 36 00.63710(W)     ADJUSTED  
 DF6291* NAVD 88     -       364.5    (meters)    1196.     (feet)  GPS OBS   
 DF6291  ___________________________________________________________________
 DF6291  X           -     545,937.966 (meters)                     COMP
 DF6291  Y           -  -4,867,282.338 (meters)                     COMP
 DF6291  Z           -   4,072,420.467 (meters)                     COMP
 DF6291  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DF6291  ELLIP HEIGHT-         331.48  (meters)          (10/07/05) GPS OBS
 DF6291  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DF6291
 DF6291  HORZ ORDER  -  FIRST
 DF6291  ELLP ORDER  -  FOURTH    CLASS I
 DF6291
 DF6291.The horizontal coordinates were established by GPS observations
 DF6291.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6291
 DF6291.The orthometric height was determined by GPS observations and a
 DF6291.high-resolution geoid model.
 DF6291
 DF6291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6291
 DF6291.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6291
 DF6291.The ellipsoidal height was determined by GPS observations
 DF6291.and is referenced to NAD 83.
 DF6291
 DF6291.The geoid height was determined by GEOID03.
 DF6291
 DF6291;                    North         East     Units Scale Factor Converg.
 DF6291;SPC OH S     -   215,067.148   505,962.725   MT  0.99998154   -0 41 53.1
 DF6291;UTM  17      - 4,423,458.771   277,816.429   MT  1.00020777   -1 40 10.9
 DF6291
 DF6291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6291!SPC OH S     -   0.99994800  x   0.99998154  =   0.99992954
 DF6291!UTM  17      -   0.99994800  x   1.00020777  =   1.00015576
 DF6291
 DF6291:                Primary Azimuth Mark                     Grid Az
 DF6291:SPC OH S     -  CLARK 207                                308 20 41.2
 DF6291:UTM  17      -  CLARK 207                                309 18 59.0
 DF6291
 DF6291|---------------------------------------------------------------------|
 DF6291| PID    Reference Object                     Distance      Geod. Az  |
 DF6291|                                                           dddmmss.s |
 DF6291| DF6265 CLARK 207                           APPROX. 1.2 KM 3073848.1 |
 DF6291|---------------------------------------------------------------------|
 DF6291
 DF6291                          SUPERSEDED SURVEY CONTROL
 DF6291
 DF6291  ELLIP H (06/24/03)  331.52   (m)                       GP(       ) 4 1
 DF6291
 DF6291.Superseded values are not recommended for survey control.
 DF6291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6291.See file dsdata.txt to determine how the superseded data were derived.
 DF6291
 DF6291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7781623459(NAD 83)
 DF6291_MARKER: DD = SURVEY DISK
 DF6291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6291_STAMPING: 243 2000
 DF6291_MARK LOGO: OH-023
 DF6291_PROJECTION: FLUSH
 DF6291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6291+STABILITY: SURFACE MOTION
 DF6291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6291+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6291
 DF6291  HISTORY     - Date     Condition        Report By
 DF6291  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6291  HISTORY     - 20000420 GOOD             ATLTEC
 DF6291
 DF6291                          STATION DESCRIPTION
 DF6291
 DF6291'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6291'DESCRIBED BY THE CLARK COUNTY ENGINEER 2000.
 DF6291'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP, TOWN
 DF6291'6, RANGE 9,
 DF6291'SECTION 4, APPROXIMATELY 11 MILES EAST OF SPRINGFIELD. FROM
 DF6291'SPRINGFIELD AT THE
 DF6291'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN
 DF6291'STREET 1.1 MILES TO THE
 DF6291'INTERSECTION WITH U.S. 40. CONTINUE EAST ALONG MAIN STREET(US 40) 9.33
 DF6291'MILES TO THE INTER-
 DF6291'SECTION AT SR 54. CONTINUE NORTH ON SR 54 0.35 MILES TO THE EASTBOUND
 DF6291'ENTRANCE RAMP FOR
 DF6291'I-70. CONTINUE EAST ON I-70 0.65 MILES. THE STATION IS LOCATED SOUTH
 DF6291'OF THE ROADWAY FROM
 DF6291'THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK COUNTY ENGINEER
 DF6291'SURVEY DISK STAMPED
 DF6291'243 2000, SET IN A CONCRETE MONUMENT AT GRADE. THE STATION IS
 DF6291'REFERENCED 26.45 FEET
 DF6291'NORTHWEST TO A PK NAIL SET  ALONG THE ASPHALT BERM, 35.87 FEET SOUTH
 DF6291'TO THE FENCE LINE
 DF6291'ALONG THE RIGHT OF WAY AND 133.68 FEET NORTHEAST TO A CONCRETE
 DF6291'CULVERT.
 DF6291'
 DF6291'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6292 ***********************************************************************
 DF6292  DESIGNATION -  CLARK 244
 DF6292  PID         -  DF6292
 DF6292  STATE/COUNTY-  OH/CLARK
 DF6292  USGS QUAD   -  NEW MOOREFIELD (1995)
 DF6292
 DF6292                         *CURRENT SURVEY CONTROL
 DF6292  ___________________________________________________________________
 DF6292* NAD 83(1995)-  39 55 29.10699(N)    083 37 37.06594(W)     ADJUSTED  
 DF6292* NAVD 88     -       348.3    (meters)    1143.     (feet)  GPS OBS   
 DF6292  ___________________________________________________________________
 DF6292  X           -     543,719.236 (meters)                     COMP
 DF6292  Y           -  -4,868,045.441 (meters)                     COMP
 DF6292  Z           -   4,071,784.027 (meters)                     COMP
 DF6292  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DF6292  ELLIP HEIGHT-         315.29  (meters)          (10/07/05) GPS OBS
 DF6292  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DF6292
 DF6292  HORZ ORDER  -  FIRST
 DF6292  ELLP ORDER  -  FOURTH    CLASS I
 DF6292
 DF6292.The horizontal coordinates were established by GPS observations
 DF6292.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6292
 DF6292.The orthometric height was determined by GPS observations and a
 DF6292.high-resolution geoid model.
 DF6292
 DF6292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6292
 DF6292.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6292
 DF6292.The ellipsoidal height was determined by GPS observations
 DF6292.and is referenced to NAD 83.
 DF6292
 DF6292.The geoid height was determined by GEOID03.
 DF6292
 DF6292;                    North         East     Units Scale Factor Converg.
 DF6292;SPC OH S     -   214,279.110   503,663.148   MT  0.99998032   -0 42 54.3
 DF6292;UTM  17      - 4,422,709.664   275,503.281   MT  1.00022049   -1 41 11.9
 DF6292
 DF6292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6292!SPC OH S     -   0.99995054  x   0.99998032  =   0.99993086
 DF6292!UTM  17      -   0.99995054  x   1.00022049  =   1.00017102
 DF6292
 DF6292                          SUPERSEDED SURVEY CONTROL
 DF6292
 DF6292  ELLIP H (06/24/03)  315.34   (m)                       GP(       ) 4 1
 DF6292
 DF6292.Superseded values are not recommended for survey control.
 DF6292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6292.See file dsdata.txt to determine how the superseded data were derived.
 DF6292
 DF6292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7550322710(NAD 83)
 DF6292_MARKER: DD = SURVEY DISK
 DF6292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6292_STAMPING: 244 2000
 DF6292_MARK LOGO: OH-023
 DF6292_PROJECTION: FLUSH
 DF6292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6292+STABILITY: SURFACE MOTION
 DF6292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6292+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6292
 DF6292  HISTORY     - Date     Condition        Report By
 DF6292  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6292  HISTORY     - 20000420 GOOD             ATLTEC
 DF6292
 DF6292                          STATION DESCRIPTION
 DF6292
 DF6292'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6292'DESCRIBED BY THE CLARK COUNTY ENGINEER 2000.
 DF6292'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP, TOWN
 DF6292'6, RANGE 9,
 DF6292'SECTION 11 APPROXIMATELY 9 MILES EAST OF SPRINGFIELD. FROM SPRINGFIELD
 DF6292'AT THE
 DF6292'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO EAST ON MAIN
 DF6292'STREET 1.1 MILES TO THE
 DF6292'INTERSECTION WITH US 40. CONTINUE EAST ALONG MAIN STREET(US 40) 8.59
 DF6292'MILES TO THE
 DF6292'INTERSECTION AT A GRAVEL SERVICE ROAD TO SOUTH VIENNA WASTE WATER
 DF6292'TREATMENT PLANT,
 DF6292'THEN PROCEED ON GRAVEL ROAD APPROXIMATELY 1000 FEET. THE STATION IS
 DF6292'LOCATED EAST OF THE
 DF6292'ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK
 DF6292'COUNTY ENGINEER
 DF6292'SURVEY DISK STAMPED 244 2000, SET IN A CONCRETE MONUMENT AT GRADE. THE
 DF6292'STATION IS
 DF6292'REFERENCED 34.35 FEET EAST TO A FENCE POST, 13.00 FEET WEST TO THE
 DF6292'CENTER OF THE GRAVEL
 DF6292'ROADWAY AND 57.70 FEET NORTHEAST TO POWER POLE 117. THE DISK HAS BEEN
 DF6292'DAMAGED AND NOT
 DF6292'READABLE.
 DF6292'
 DF6292'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6293 ***********************************************************************
 DF6293  DESIGNATION -  CLARK 246
 DF6293  PID         -  DF6293
 DF6293  STATE/COUNTY-  OH/CLARK
 DF6293  USGS QUAD   -  SOUTH CHARLESTON (1984)
 DF6293
 DF6293                         *CURRENT SURVEY CONTROL
 DF6293  ___________________________________________________________________
 DF6293* NAD 83(1995)-  39 50 22.13685(N)    083 38 51.88129(W)     ADJUSTED  
 DF6293* NAVD 88     -       332.8    (meters)    1092.     (feet)  GPS OBS   
 DF6293  ___________________________________________________________________
 DF6293  X           -     542,623.878 (meters)                     COMP
 DF6293  Y           -  -4,874,264.302 (meters)                     COMP
 DF6293  Z           -   4,064,508.574 (meters)                     COMP
 DF6293  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 DF6293  ELLIP HEIGHT-         299.79  (meters)          (10/07/05) GPS OBS
 DF6293  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DF6293
 DF6293  HORZ ORDER  -  FIRST
 DF6293  ELLP ORDER  -  FOURTH    CLASS I
 DF6293
 DF6293.The horizontal coordinates were established by GPS observations
 DF6293.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6293
 DF6293.The orthometric height was determined by GPS observations and a
 DF6293.high-resolution geoid model.
 DF6293
 DF6293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6293
 DF6293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6293
 DF6293.The ellipsoidal height was determined by GPS observations
 DF6293.and is referenced to NAD 83.
 DF6293
 DF6293.The geoid height was determined by GEOID03.
 DF6293
 DF6293;                    North         East     Units Scale Factor Converg.
 DF6293;SPC OH S     -   204,834.828   501,766.385   MT  0.99996740   -0 43 41.8
 DF6293;UTM  17      - 4,413,296.474   273,446.367   MT  1.00023193   -1 41 49.1
 DF6293
 DF6293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6293!SPC OH S     -   0.99995297  x   0.99996740  =   0.99992037
 DF6293!UTM  17      -   0.99995297  x   1.00023193  =   1.00018489
 DF6293
 DF6293                          SUPERSEDED SURVEY CONTROL
 DF6293
 DF6293  ELLIP H (06/24/03)  299.84   (m)                       GP(       ) 4 1
 DF6293
 DF6293.Superseded values are not recommended for survey control.
 DF6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6293.See file dsdata.txt to determine how the superseded data were derived.
 DF6293
 DF6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7344613296(NAD 83)
 DF6293_MARKER: DD = SURVEY DISK
 DF6293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6293_STAMPING: 246 2000
 DF6293_MARK LOGO: OH-023
 DF6293_PROJECTION: FLUSH
 DF6293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6293+STABILITY: SURFACE MOTION
 DF6293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6293+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6293
 DF6293  HISTORY     - Date     Condition        Report By
 DF6293  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6293  HISTORY     - 20000420 GOOD             ATLTEC
 DF6293
 DF6293                          STATION DESCRIPTION
 DF6293
 DF6293'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6293'DESCRIBED BY THE CLARK COUNTY ENGINEER 2000.
 DF6293'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP, TOWN
 DF6293'6, RANGE 8,
 DF6293'SECTION 18, APPROXIMATELY 12.5 MILES SOUTHEAST OF SPRINGFIELD. FROM
 DF6293'SPRINGFIELD AT THE
 DF6293'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN
 DF6293'AVENUE 1 BLOCK
 DF6293'TO E. HIGH STREET AND PROCEED EAST ALONG E. HIGH STREET(SR 41) 12.63
 DF6293'MILES TO THE
 DF6293'INTERSECTION AT OLD SPRINGFIELD ROAD. CONTINUE NORTHWEST ON OLD
 DF6293'SPRINGFIELD ROAD 0.88
 DF6293'MILES. THE STATION IS NORTH OF THE ROADWAY FROM THIS POINT. THE
 DF6293'STATION IS A 3.25 INCH
 DF6293'DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 246 2000, SE IN A
 DF6293'CONCRETE
 DF6293'MONUMENT AT GRADE. THE STATION IS REFERENCED 34.31 FEET SOUTHEAST TO A
 DF6293'PK NAIL SET IN
 DF6293'THE CENTER OF THE ROADWAY, 23.96 FEET SOUTH TO AN IRON BAR WITH CAP
 DF6293'SET IN THE CENTER OF
 DF6293'THE ROADWAY AND 35.75 FEET SOUTHWEST TO A PK NAIL SET IN THE CENTER OF
 DF6293'THE ROADWAY.
 DF6293'
 DF6293'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6294 ***********************************************************************
 DF6294  DESIGNATION -  CLARK 247
 DF6294  PID         -  DF6294
 DF6294  STATE/COUNTY-  OH/CLARK
 DF6294  USGS QUAD   -  FLORENCE (1984)
 DF6294
 DF6294                         *CURRENT SURVEY CONTROL
 DF6294  ___________________________________________________________________
 DF6294* NAD 83(1995)-  39 49 55.49958(N)    083 37 12.68353(W)     ADJUSTED  
 DF6294* NAVD 88     -       345.0    (meters)    1132.     (feet)  GPS OBS   
 DF6294  ___________________________________________________________________
 DF6294  X           -     545,027.495 (meters)                     COMP
 DF6294  Y           -  -4,874,535.175 (meters)                     COMP
 DF6294  Z           -   4,063,885.544 (meters)                     COMP
 DF6294  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 DF6294  ELLIP HEIGHT-         312.05  (meters)          (10/07/05) GPS OBS
 DF6294  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DF6294
 DF6294  HORZ ORDER  -  FIRST
 DF6294  ELLP ORDER  -  FOURTH    CLASS I
 DF6294
 DF6294.The horizontal coordinates were established by GPS observations
 DF6294.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6294
 DF6294.The orthometric height was determined by GPS observations and a
 DF6294.high-resolution geoid model.
 DF6294
 DF6294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6294
 DF6294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6294
 DF6294.The ellipsoidal height was determined by GPS observations
 DF6294.and is referenced to NAD 83.
 DF6294
 DF6294.The geoid height was determined by GEOID03.
 DF6294
 DF6294;                    North         East     Units Scale Factor Converg.
 DF6294;SPC OH S     -   203,983.753   504,114.454   MT  0.99996638   -0 42 38.8
 DF6294;UTM  17      - 4,412,405.602   275,780.318   MT  1.00021898   -1 40 44.5
 DF6294
 DF6294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6294!SPC OH S     -   0.99995105  x   0.99996638  =   0.99991743
 DF6294!UTM  17      -   0.99995105  x   1.00021898  =   1.00017002
 DF6294
 DF6294:                Primary Azimuth Mark                     Grid Az
 DF6294:SPC OH S     -  CLARK 53                                 192 15 26.7
 DF6294:UTM  17      -  CLARK 53                                 193 13 32.4
 DF6294
 DF6294|---------------------------------------------------------------------|
 DF6294| PID    Reference Object                     Distance      Geod. Az  |
 DF6294|                                                           dddmmss.s |
 DF6294| JY1845 CLARK 53                            APPROX. 1.0 KM 1913247.9 |
 DF6294|---------------------------------------------------------------------|
 DF6294
 DF6294                          SUPERSEDED SURVEY CONTROL
 DF6294
 DF6294  ELLIP H (06/24/03)  312.10   (m)                       GP(       ) 4 1
 DF6294
 DF6294.Superseded values are not recommended for survey control.
 DF6294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6294.See file dsdata.txt to determine how the superseded data were derived.
 DF6294
 DF6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7578012406(NAD 83)
 DF6294_MARKER: DD = SURVEY DISK
 DF6294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6294_STAMPING: 247 2000
 DF6294_MARK LOGO: OH-023
 DF6294_PROJECTION: FLUSH
 DF6294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6294+STABILITY: SURFACE MOTION
 DF6294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6294+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6294
 DF6294  HISTORY     - Date     Condition        Report By
 DF6294  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6294  HISTORY     - 20000420 GOOD             ATLTEC
 DF6294
 DF6294                          STATION DESCRIPTION
 DF6294
 DF6294'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6294'DESCRIBED BY THE CLARK COUNTY ENGINEER 2000.
 DF6294'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP, TOWN
 DF6294'6, RANGE 8,
 DF6294'SECTION 17, APPROXIMATELY 13 MILES SOUTHEAST OF SPRINGFIELD. FROM
 DF6294'SPRINGFIELD AT THE
 DF6294'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN
 DF6294'AVENUE 1 BLOCK
 DF6294'TO E. HIGH STREET AND PROCEED EAST ALONG E. HIGH STREET(SR 41) 12.91
 DF6294'MILES TO THE
 DF6294'INTERSECTION AT SR 42. CONTINUE NORTHEAST ON SR 42 0.91 MILES. THE
 DF6294'STATION IS NORTH OF THE
 DF6294'ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK
 DF6294'COUNTY ENGINEER
 DF6294'SURVEY DISK STAMPED 247 2000, SET IN A CONCRETE MONUMENT AT GRADE. THE
 DF6294'STATION IS
 DF6294'REFERENCED 28.90 FEET SOUTHWEST TO A PK NAIL SET IN THE CENTER OF THE
 DF6294'ROADWAY, 19.67
 DF6294'FEET SOUTH TO A PK NAIL SET IN THE CENTER OF THE ROADWAY AND  53.34
 DF6294'FEET NORTHEAST TO
 DF6294'THE SOUTHWEST CORNER OF A CONCRETE PILLAR.
 DF6294'
 DF6294'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6295 ***********************************************************************
 DF6295  DESIGNATION -  CLARK 248
 DF6295  PID         -  DF6295
 DF6295  STATE/COUNTY-  OH/CLARK
 DF6295  USGS QUAD   -  SOUTH CHARLESTON (1984)
 DF6295
 DF6295                         *CURRENT SURVEY CONTROL
 DF6295  ___________________________________________________________________
 DF6295* NAD 83(1995)-  39 49 33.38949(N)    083 38 51.99601(W)     ADJUSTED  
 DF6295* NAVD 88     -       336.6    (meters)    1104.     (feet)  GPS OBS   
 DF6295  ___________________________________________________________________
 DF6295  X           -     542,728.047 (meters)                     COMP
 DF6295  Y           -  -4,875,224.682 (meters)                     COMP
 DF6295  Z           -   4,063,356.413 (meters)                     COMP
 DF6295  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 DF6295  ELLIP HEIGHT-         303.59  (meters)          (10/07/05) GPS OBS
 DF6295  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DF6295
 DF6295  HORZ ORDER  -  FIRST
 DF6295  ELLP ORDER  -  FOURTH    CLASS I
 DF6295
 DF6295.The horizontal coordinates were established by GPS observations
 DF6295.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6295
 DF6295.The orthometric height was determined by GPS observations and a
 DF6295.high-resolution geoid model.
 DF6295
 DF6295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6295
 DF6295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6295
 DF6295.The ellipsoidal height was determined by GPS observations
 DF6295.and is referenced to NAD 83.
 DF6295
 DF6295.The geoid height was determined by GEOID03.
 DF6295
 DF6295;                    North         East     Units Scale Factor Converg.
 DF6295;SPC OH S     -   203,331.565   501,744.548   MT  0.99996555   -0 43 41.8
 DF6295;UTM  17      - 4,411,793.396   273,399.113   MT  1.00023220   -1 41 47.4
 DF6295
 DF6295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6295!SPC OH S     -   0.99995237  x   0.99996555  =   0.99991793
 DF6295!UTM  17      -   0.99995237  x   1.00023220  =   1.00018456
 DF6295
 DF6295:                Primary Azimuth Mark                     Grid Az
 DF6295:SPC OH S     -  CLARK 225                                057 08 43.2
 DF6295:UTM  17      -  CLARK 225                                058 06 48.8
 DF6295
 DF6295|---------------------------------------------------------------------|
 DF6295| PID    Reference Object                     Distance      Geod. Az  |
 DF6295|                                                           dddmmss.s |
 DF6295| DF6280 CLARK 225                           APPROX. 1.0 KM 0562501.4 |
 DF6295| DF6296 CLARK 250                           APPROX. 1.2 KM 1693830.5 |
 DF6295|---------------------------------------------------------------------|
 DF6295
 DF6295                          SUPERSEDED SURVEY CONTROL
 DF6295
 DF6295  ELLIP H (06/24/03)  303.64   (m)                       GP(       ) 4 1
 DF6295
 DF6295.Superseded values are not recommended for survey control.
 DF6295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6295.See file dsdata.txt to determine how the superseded data were derived.
 DF6295
 DF6295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7339911793(NAD 83)
 DF6295_MARKER: DD = SURVEY DISK
 DF6295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6295_STAMPING: 248 2000
 DF6295_MARK LOGO: OH-023
 DF6295_PROJECTION: FLUSH
 DF6295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6295+STABILITY: SURFACE MOTION
 DF6295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6295+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6295
 DF6295  HISTORY     - Date     Condition        Report By
 DF6295  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6295  HISTORY     - 20000420 GOOD             ATLTEC
 DF6295
 DF6295                          STATION DESCRIPTION
 DF6295
 DF6295'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6295'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 2000
 DF6295'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP, TOWN
 DF6295'6, RANGE 8,
 DF6295'SECTION 16, APPROXIMATELY 13 MILES SOUTHEAST OF SPRINGFIELD.  FROM
 DF6295'SPRINGFIELD AT THE
 DF6295'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN
 DF6295'AVENUE 1 BLOCK
 DF6295'TO E. HIGH STREET AND PROCEED EAST ALONG E. HIGH STREET (SR 41) 12.91
 DF6295'MILES TO THE
 DF6295'INTERSECTION AT SR 42, THEN GO SOUTHWEST ON SR 42 0.10 MILES TO THE
 DF6295'INTERSECTION AT
 DF6295'CLIFTON ROAD. CONTINUE WEST ON CLIFTON ROAD 0.52 MILES. THE STATION IS
 DF6295'SOUTH OF THE
 DF6295'ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK
 DF6295'COUNTY ENGINEER
 DF6295'SURVEY DISK STAMPED 248 2000, SET IN A CONCRETE MONUMENT AT GRADE. THE
 DF6295'STATION IS
 DF6295'REFERENCED 22.87 FEET NORTHWEST TO A PK NAIL SET IN THE CENTER OF THE
 DF6295'ROADWAY, 16.63
 DF6295'FEET NORTH TO A  PK NAIL SET IN THE CENTER OF THE ROADWAY AND 23.45
 DF6295'FEET NORTHEAST TO A
 DF6295'PK NAIL SET IN THE CENTER OF THE ROADWAY.
 DF6295'
 DF6295'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1810 ***********************************************************************
 JY1810  DESIGNATION -  CLARK 25
 JY1810  PID         -  JY1810
 JY1810  STATE/COUNTY-  OH/CLARK
 JY1810  USGS QUAD   -  SPRINGFIELD (1981)
 JY1810
 JY1810                         *CURRENT SURVEY CONTROL
 JY1810  ___________________________________________________________________
 JY1810* NAD 83(1995)-  39 53 45.31628(N)    083 49 58.10996(W)     ADJUSTED  
 JY1810* NAVD 88     -       302.0    (meters)     991.     (feet)  GPS OBS   
 JY1810  ___________________________________________________________________
 JY1810  X           -     526,443.242 (meters)                     COMP
 JY1810  Y           -  -4,871,973.997 (meters)                     COMP
 JY1810  Z           -   4,069,298.624 (meters)                     COMP
 JY1810  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 JY1810  ELLIP HEIGHT-         268.78  (meters)          (10/07/05) GPS OBS
 JY1810  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JY1810
 JY1810  HORZ ORDER  -  FIRST
 JY1810  ELLP ORDER  -  FOURTH    CLASS I
 JY1810
 JY1810.The horizontal coordinates were established by GPS observations
 JY1810.and adjusted by the National Geodetic Survey in April 1998..
 JY1810
 JY1810.The orthometric height was determined by GPS observations and a
 JY1810.high-resolution geoid model.
 JY1810
 JY1810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1810
 JY1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1810
 JY1810.The ellipsoidal height was determined by GPS observations
 JY1810.and is referenced to NAD 83.
 JY1810
 JY1810.The geoid height was determined by GEOID03.
 JY1810
 JY1810;                    North         East     Units Scale Factor Converg.
 JY1810;SPC OH S     -   211,318.034   486,020.658   MT  0.99997570   -0 50 44.5
 JY1810;UTM  17      - 4,420,047.476   257,807.927   MT  1.00032218   -1 49 04.2
 JY1810
 JY1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1810!SPC OH S     -   0.99995784  x   0.99997570  =   0.99993354
 JY1810!UTM  17      -   0.99995784  x   1.00032218  =   1.00028000
 JY1810
 JY1810:                Primary Azimuth Mark                     Grid Az
 JY1810:SPC OH S     -  CLARK 25 AZ MK                           020 09 39.1
 JY1810:UTM  17      -  CLARK 25 AZ MK                           021 07 58.8
 JY1810
 JY1810|---------------------------------------------------------------------|
 JY1810| PID    Reference Object                     Distance      Geod. Az  |
 JY1810|                                                           dddmmss.s |
 JY1810| JY1811 CLARK 25 AZ MK                      APPROX. 0.5 KM 0191854.6 |
 JY1810| JY1857 CLARK 66                            APPROX. 1.1 KM 2291126.4 |
 JY1810|---------------------------------------------------------------------|
 JY1810
 JY1810                          SUPERSEDED SURVEY CONTROL
 JY1810
 JY1810  ELLIP H (04/01/98)  268.83   (m)                       GP(       ) 4 1
 JY1810  NAD 83(1986)-  39 53 45.32315(N)    083 49 58.11680(W) AD(       ) 1
 JY1810
 JY1810.Superseded values are not recommended for survey control.
 JY1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1810.See file dsdata.txt to determine how the superseded data were derived.
 JY1810
 JY1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5780820047(NAD 83)
 JY1810_MARKER: DD = SURVEY DISK
 JY1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1810_SP_SET: CONCRETE POST
 JY1810_STAMPING: 25 1993
 JY1810_MARK LOGO: OH-023
 JY1810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1810+STABILITY: SURFACE MOTION
 JY1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1810+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1810
 JY1810  HISTORY     - Date     Condition        Report By
 JY1810  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1810
 JY1810                          STATION DESCRIPTION
 JY1810
 JY1810'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1810'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1810'ABOUT 2.5 MILES SOUTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1810'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1810'MAIN STREET IN SPRINGFIELD, PROCEED SOUTH ALONG LIMESTONE STREET 2.0
 JY1810'MILES TO ITS INTERSECTION WITH WEST LEFFEL LANE.  TURN RIGHT AND
 JY1810'PROCEED WEST ALONG WEST LEFFEL LANE 1.0 MILES TO ITS INTERSECTION
 JY1810'WITH YELLOW SPRINGS ROAD/SPRINGFIELD-XENIA ROAD AND THE STATION ON
 JY1810'THE LEFT IN THE SOUTHEAST CORNER OF THE INTERSECTION.
 JY1810'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1810'FLUSH WITH THE GROUND AND STAMPED 25 1993.
 JY1810'THE STATION IS 29.36 FEET EAST FROM A NAIL IN THE CENTERLINE OF
 JY1810'SPRINGFIELD-XENIA ROAD, 56.05 FEET NORTH FROM A POWER POLE, AND 60.23
 JY1810'FEET SOUTH FROM ANOTHER POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1811 ***********************************************************************
 JY1811  DESIGNATION -  CLARK 25 AZ MK
 JY1811  PID         -  JY1811
 JY1811  STATE/COUNTY-  OH/CLARK
 JY1811  USGS QUAD   -  SPRINGFIELD (1981)
 JY1811
 JY1811                         *CURRENT SURVEY CONTROL
 JY1811  ___________________________________________________________________
 JY1811* NAD 83(1995)-  39 54 01.82311(N)    083 49 50.59825(W)     ADJUSTED  
 JY1811* NAVD 88     -       306.5    (meters)    1006.     (feet)  GPS OBS   
 JY1811  ___________________________________________________________________
 JY1811  X           -     526,585.941 (meters)                     COMP
 JY1811  Y           -  -4,871,633.544 (meters)                     COMP
 JY1811  Z           -   4,069,692.084 (meters)                     COMP
 JY1811  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 JY1811  ELLIP HEIGHT-         273.24  (meters)          (10/07/05) GPS OBS
 JY1811  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JY1811
 JY1811  HORZ ORDER  -  FIRST
 JY1811  ELLP ORDER  -  FOURTH    CLASS I
 JY1811
 JY1811.The horizontal coordinates were established by GPS observations
 JY1811.and adjusted by the National Geodetic Survey in April 1998..
 JY1811
 JY1811.The orthometric height was determined by GPS observations and a
 JY1811.high-resolution geoid model.
 JY1811
 JY1811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1811
 JY1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1811
 JY1811.The ellipsoidal height was determined by GPS observations
 JY1811.and is referenced to NAD 83.
 JY1811
 JY1811.The geoid height was determined by GEOID03.
 JY1811
 JY1811;                    North         East     Units Scale Factor Converg.
 JY1811;SPC OH S     -   211,824.446   486,206.588   MT  0.99997642   -0 50 39.7
 JY1811;UTM  17      - 4,420,550.833   258,002.490   MT  1.00032102   -1 48 60.0
 JY1811
 JY1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1811!SPC OH S     -   0.99995714  x   0.99997642  =   0.99993356
 JY1811!UTM  17      -   0.99995714  x   1.00032102  =   1.00027814
 JY1811
 JY1811:                Primary Azimuth Mark                     Grid Az
 JY1811:SPC OH S     -  CLARK 25                                 200 09 39.1
 JY1811:UTM  17      -  CLARK 25                                 201 07 59.4
 JY1811
 JY1811|---------------------------------------------------------------------|
 JY1811| PID    Reference Object                     Distance      Geod. Az  |
 JY1811|                                                           dddmmss.s |
 JY1811| JY1810 CLARK 25                            APPROX. 0.5 KM 1991859.4 |
 JY1811|---------------------------------------------------------------------|
 JY1811
 JY1811                          SUPERSEDED SURVEY CONTROL
 JY1811
 JY1811  ELLIP H (04/01/98)  273.30   (m)                       GP(       ) 4 1
 JY1811  NAD 83(1986)-  39 54 01.82999(N)    083 49 50.60509(W) AD(       ) 1
 JY1811
 JY1811.Superseded values are not recommended for survey control.
 JY1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1811.See file dsdata.txt to determine how the superseded data were derived.
 JY1811
 JY1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5800220551(NAD 83)
 JY1811_MARKER: DD = SURVEY DISK
 JY1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1811_SP_SET: CONCRETE POST
 JY1811_STAMPING: 25 AZ 1993
 JY1811_MARK LOGO: OH-023
 JY1811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1811+STABILITY: SURFACE MOTION
 JY1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1811+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1811
 JY1811  HISTORY     - Date     Condition        Report By
 JY1811  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1811
 JY1811                          STATION DESCRIPTION
 JY1811
 JY1811'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1811'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1811'TOWNSHIP ABOUT 2.3 MILES SOUTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1811'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG YELLOW
 JY1811'SPRINGS ROAD 0.25 MILES TO THE MARK ON THE RIGHT OPPOSITE HOUSE
 JY1811'NUMBER 2165.
 JY1811'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1811'CONCRETE FLUSH WITH THE GROUND AND STAMPED 25 AZ 1993.
 JY1811'THE AZIMUTH MARK IS 11.12 FEET EAST OF THE EDGE OF THE PAVEMENT OF
 JY1811'SPRINGFIELD-XENIA ROAD, 69.60 FEET SOUTH OF A POWER POLE, AND 86.00
 JY1811'FEET EAST FROM THE NORTHEAST CORNER OF HOUSE NUMBER 2165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6296 ***********************************************************************
 DF6296  DESIGNATION -  CLARK 250
 DF6296  PID         -  DF6296
 DF6296  STATE/COUNTY-  OH/CLARK
 DF6296  USGS QUAD   -  SOUTH CHARLESTON (1984)
 DF6296
 DF6296                         *CURRENT SURVEY CONTROL
 DF6296  ___________________________________________________________________
 DF6296* NAD 83(1995)-  39 48 55.26258(N)    083 38 42.95925(W)     ADJUSTED  
 DF6296* NAVD 88     -       337.3    (meters)    1107.     (feet)  GPS OBS   
 DF6296  ___________________________________________________________________
 DF6296  X           -     543,025.049 (meters)                     COMP
 DF6296  Y           -  -4,875,949.879 (meters)                     COMP
 DF6296  Z           -   4,062,453.657 (meters)                     COMP
 DF6296  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 DF6296  ELLIP HEIGHT-         304.29  (meters)          (10/07/05) GPS OBS
 DF6296  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 DF6296
 DF6296  HORZ ORDER  -  FIRST
 DF6296  ELLP ORDER  -  FOURTH    CLASS I
 DF6296
 DF6296.The horizontal coordinates were established by GPS observations
 DF6296.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6296
 DF6296.The orthometric height was determined by GPS observations and a
 DF6296.high-resolution geoid model.
 DF6296
 DF6296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6296
 DF6296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6296
 DF6296.The ellipsoidal height was determined by GPS observations
 DF6296.and is referenced to NAD 83.
 DF6296
 DF6296.The geoid height was determined by GEOID03.
 DF6296
 DF6296;                    North         East     Units Scale Factor Converg.
 DF6296;SPC OH S     -   202,153.063   501,944.510   MT  0.99996414   -0 43 36.1
 DF6296;UTM  17      - 4,410,611.368   273,579.184   MT  1.00023119   -1 41 40.3
 DF6296
 DF6296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6296!SPC OH S     -   0.99995226  x   0.99996414  =   0.99991641
 DF6296!UTM  17      -   0.99995226  x   1.00023119  =   1.00018344
 DF6296
 DF6296:                Primary Azimuth Mark                     Grid Az
 DF6296:SPC OH S     -  CLARK 248                                350 22 12.3
 DF6296:UTM  17      -  CLARK 248                                351 20 16.5
 DF6296
 DF6296|---------------------------------------------------------------------|
 DF6296| PID    Reference Object                     Distance      Geod. Az  |
 DF6296|                                                           dddmmss.s |
 DF6296| DF6295 CLARK 248                           APPROX. 1.2 KM 3493836.2 |
 DF6296|---------------------------------------------------------------------|
 DF6296
 DF6296                          SUPERSEDED SURVEY CONTROL
 DF6296
 DF6296  ELLIP H (06/24/03)  304.34   (m)                       GP(       ) 4 1
 DF6296
 DF6296.Superseded values are not recommended for survey control.
 DF6296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6296.See file dsdata.txt to determine how the superseded data were derived.
 DF6296
 DF6296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7357910611(NAD 83)
 DF6296_MARKER: DD = SURVEY DISK
 DF6296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6296_STAMPING: 250 2000
 DF6296_MARK LOGO: OH-023
 DF6296_PROJECTION: FLUSH
 DF6296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6296+STABILITY: SURFACE MOTION
 DF6296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6296+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6296
 DF6296  HISTORY     - Date     Condition        Report By
 DF6296  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6296  HISTORY     - 20000420 GOOD             ATLTEC
 DF6296
 DF6296                          STATION DESCRIPTION
 DF6296
 DF6296'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6296'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 2000
 DF6296'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP, TOWN
 DF6296'6, RANGE 8,
 DF6296'SECTION 16, APPROXIMATELY 14 MILES SOUTHEAST OF SPRINGFIELD. FROM
 DF6296'SPRINGFIELD AT THE
 DF6296'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN
 DF6296'AVENUE 1 BLOCK
 DF6296'TO E. HIGH STREET AND PROCEED EAST ALONG E. HIGH STREET (SR 41) 12.91
 DF6296'MILES TO THE
 DF6296'INTERSECTION AT SR 42, THEN GO SOUTHWEST ON SR 42  0.10 MILES TO THE
 DF6296'INTERSECTION AT
 DF6296'JAMESTOWN ROAD. CONTINUE SOUTH ON JAMESTOWN ROAD 0.88 MILES. THE
 DF6296'STATION IS WEST OF
 DF6296'THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH DIAMETER CLARK
 DF6296'COUNTY ENGINEER
 DF6296'SURVEY DISK STAMPED 250 2000, SET IN A CONCRETE MONUMENT AT GRADE. THE
 DF6296'STATION IS
 DF6296'REFERENCED 77.00 FEET TO A POWER POLE, 16.75 FEET EAST TO A PK NAIL
 DF6296'SET IN THE CENTER OF
 DF6296'THE ROADWAY AND 29.50 FEET NORTHEAST TO A PK NAIL SET IN THE CENTER OF
 DF6296'THE ROADWAY.
 DF6296'
 DF6296'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6297 ***********************************************************************
 DF6297  DESIGNATION -  CLARK 251
 DF6297  PID         -  DF6297
 DF6297  STATE/COUNTY-  OH/CLARK
 DF6297  USGS QUAD   -  FLORENCE (1984)
 DF6297
 DF6297                         *CURRENT SURVEY CONTROL
 DF6297  ___________________________________________________________________
 DF6297* NAD 83(1995)-  39 48 58.50011(N)    083 37 17.94932(W)     ADJUSTED  
 DF6297* NAVD 88     -       347.1    (meters)    1139.     (feet)  GPS OBS   
 DF6297  ___________________________________________________________________
 DF6297  X           -     545,028.317 (meters)                     COMP
 DF6297  Y           -  -4,875,669.676 (meters)                     COMP
 DF6297  Z           -   4,062,536.697 (meters)                     COMP
 DF6297  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 DF6297  ELLIP HEIGHT-         314.19  (meters)          (10/07/05) GPS OBS
 DF6297  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DF6297
 DF6297  HORZ ORDER  -  FIRST
 DF6297  ELLP ORDER  -  FOURTH    CLASS I
 DF6297
 DF6297.The horizontal coordinates were established by GPS observations
 DF6297.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6297
 DF6297.The orthometric height was determined by GPS observations and a
 DF6297.high-resolution geoid model.
 DF6297
 DF6297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6297
 DF6297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6297
 DF6297.The ellipsoidal height was determined by GPS observations
 DF6297.and is referenced to NAD 83.
 DF6297
 DF6297.The geoid height was determined by GEOID03.
 DF6297
 DF6297;                    North         East     Units Scale Factor Converg.
 DF6297;SPC OH S     -   202,227.525   503,967.419   MT  0.99996426   -0 42 42.2
 DF6297;UTM  17      - 4,410,651.663   275,603.591   MT  1.00021996   -1 40 45.9
 DF6297
 DF6297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6297!SPC OH S     -   0.99995071  x   0.99996426  =   0.99991497
 DF6297!UTM  17      -   0.99995071  x   1.00021996  =   1.00017066
 DF6297
 DF6297:                Primary Azimuth Mark                     Grid Az
 DF6297:SPC OH S     -  CLARK 53                                 355 05 12.1
 DF6297:UTM  17      -  CLARK 53                                 356 03 15.8
 DF6297
 DF6297|---------------------------------------------------------------------|
 DF6297| PID    Reference Object                     Distance      Geod. Az  |
 DF6297|                                                           dddmmss.s |
 DF6297| JY1845 CLARK 53                            APPROX. 0.8 KM 3542229.9 |
 DF6297|---------------------------------------------------------------------|
 DF6297
 DF6297                          SUPERSEDED SURVEY CONTROL
 DF6297
 DF6297  ELLIP H (06/24/03)  314.24   (m)                       GP(       ) 4 1
 DF6297
 DF6297.Superseded values are not recommended for survey control.
 DF6297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6297.See file dsdata.txt to determine how the superseded data were derived.
 DF6297
 DF6297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7560410652(NAD 83)
 DF6297_MARKER: DD = SURVEY DISK
 DF6297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6297_STAMPING: 251 2000
 DF6297_MARK LOGO: OH-023
 DF6297_PROJECTION: FLUSH
 DF6297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6297+STABILITY: SURFACE MOTION
 DF6297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6297+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6297
 DF6297  HISTORY     - Date     Condition        Report By
 DF6297  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6297  HISTORY     - 20000420 GOOD             ATLTEC
 DF6297
 DF6297                          STATION DESCRIPTION
 DF6297
 DF6297'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6297'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 2000
 DF6297'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP, TOWN
 DF6297'6, RANGE 8,
 DF6297'SECTION 10, APPROXIMATELY 14 MILES SOUTHEAST OF SPRINGFIELD. FROM
 DF6297'SPRINGFIELD AT THE
 DF6297'INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE, GO SOUTH ON FOUNTAIN
 DF6297'AVENUE 1 BLOCK
 DF6297'TO E. HIGH STREET AND PROCEED EAST ALONG E. HIGH STREET (SR 41) 14.10
 DF6297'MILES.  THE STATION IS
 DF6297'EAST OF THE ROADWAY FROM THIS POINT. THE STATION IS A 3.25 INCH
 DF6297'DIAMETER CLARK COUNTY
 DF6297'ENGINEER SURVEY DISK  STAMPED 251 2000, SET IN A CONCRETE MONUMENT AT
 DF6297'GRADE. THE
 DF6297'STATION IS REFERENCED 39.43 FEET SOUTHWEST TO A PK NAIL SET IN THE
 DF6297'CENTER OF THE
 DF6297'ROADWAY, 30.05 FEET WEST TO A PK NAIL SET IN THE CENTER OF THE ROADWAY
 DF6297'AND 92.84 FEET
 DF6297'NORTHEAST TO POWER POLE DPL 88821.
 DF6297'
 DF6297'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1812 ***********************************************************************
 JY1812  DESIGNATION -  CLARK 26
 JY1812  PID         -  JY1812
 JY1812  STATE/COUNTY-  OH/CLARK
 JY1812  USGS QUAD   -  SPRINGFIELD (1981)
 JY1812
 JY1812                         *CURRENT SURVEY CONTROL
 JY1812  ___________________________________________________________________
 JY1812* NAD 83(1995)-  39 53 01.60761(N)    083 51 11.90842(W)     ADJUSTED  
 JY1812* NAVD 88     -       306.2    (meters)    1005.     (feet)  GPS OBS   
 JY1812  ___________________________________________________________________
 JY1812  X           -     524,793.009 (meters)                     COMP
 JY1812  Y           -  -4,873,024.858 (meters)                     COMP
 JY1812  Z           -   4,068,266.928 (meters)                     COMP
 JY1812  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 JY1812  ELLIP HEIGHT-         272.99  (meters)          (10/07/05) GPS OBS
 JY1812  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JY1812
 JY1812  HORZ ORDER  -  FIRST
 JY1812  ELLP ORDER  -  FOURTH    CLASS I
 JY1812
 JY1812.The horizontal coordinates were established by GPS observations
 JY1812.and adjusted by the National Geodetic Survey in April 1998..
 JY1812
 JY1812.The orthometric height was determined by GPS observations and a
 JY1812.high-resolution geoid model.
 JY1812
 JY1812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1812
 JY1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1812
 JY1812.The ellipsoidal height was determined by GPS observations
 JY1812.and is referenced to NAD 83.
 JY1812
 JY1812.The geoid height was determined by GEOID03.
 JY1812
 JY1812;                    North         East     Units Scale Factor Converg.
 JY1812;SPC OH S     -   209,996.216   484,247.499   MT  0.99997384   -0 51 31.3
 JY1812;UTM  17      - 4,418,755.471   256,011.967   MT  1.00033294   -1 49 49.9
 JY1812
 JY1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1812!SPC OH S     -   0.99995718  x   0.99997384  =   0.99993102
 JY1812!UTM  17      -   0.99995718  x   1.00033294  =   1.00029010
 JY1812
 JY1812:                Primary Azimuth Mark                     Grid Az
 JY1812:SPC OH S     -  CLARK 66                                 056 35 12.8
 JY1812:UTM  17      -  CLARK 66                                 057 33 31.4
 JY1812
 JY1812|---------------------------------------------------------------------|
 JY1812| PID    Reference Object                     Distance      Geod. Az  |
 JY1812|                                                           dddmmss.s |
 JY1812| JY1857 CLARK 66                            APPROX. 1.1 KM 0554341.5 |
 JY1812| AE9336 CLARK 108                           APPROX. 1.3 KM 0822321.9 |
 JY1812|---------------------------------------------------------------------|
 JY1812
 JY1812                          SUPERSEDED SURVEY CONTROL
 JY1812
 JY1812  ELLIP H (04/01/98)  273.05   (m)                       GP(       ) 4 1
 JY1812  NAD 83(1986)-  39 53 01.61450(N)    083 51 11.91522(W) AD(       ) 1
 JY1812
 JY1812.Superseded values are not recommended for survey control.
 JY1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1812.See file dsdata.txt to determine how the superseded data were derived.
 JY1812
 JY1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5601218755(NAD 83)
 JY1812_MARKER: DD = SURVEY DISK
 JY1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1812_SP_SET: CONCRETE POST
 JY1812_STAMPING: 26 1993
 JY1812_MARK LOGO: OH-023
 JY1812_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1812+STABILITY: SURFACE MOTION
 JY1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1812+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1996
 JY1812
 JY1812  HISTORY     - Date     Condition        Report By
 JY1812  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1812  HISTORY     - 19960424 GOOD             ATLTEC
 JY1812
 JY1812                          STATION DESCRIPTION
 JY1812
 JY1812'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1812'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1812'ABOUT 3.6 MILES SOUTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1812'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1812'NORTH STREET IN SPRINGFIELD, WEST ALONG MAIN STREET 2.5 MILES TO ITS
 JY1812'INTERSECTION WITH U.S. 68.  TURN LEFT AND PROCEED SOUTH ALONG U.S. 68
 JY1812'2.0 MILES TO ITS INTERSECTION WITH I-70.  CONTINUE SOUTH ALONG
 JY1812'SPRINGFIELD-XENIA ROAD 1.0 MILES TO THE STATION ON THE LEFT NORTH OF
 JY1812'THE BEGINNING OF A DIVIDED HIGHWAY.
 JY1812'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1812'FLUSH WITH THE GROUND AND STAMPED 26 1993.
 JY1812'THE STATION IS 23.3 NORTHWEST FROM A RIGHT-OF-WAY FENCE, 39.46 FEET
 JY1812'EAST FROM A NAIL IN THE EDGE OF THE PAVEMENT OF SPRINGFIELD-XENIA
 JY1812'ROAD, AND 48.65 FEET NORTHWEST FROM A NAIL IN A FIVE INCH TREE.
 JY1812
 JY1812                          STATION RECOVERY (1996)
 JY1812
 JY1812'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1996 (WEH)
 JY1812'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993.  THE STATION IS LOCATED
 JY1812'IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP ABOUT 3.6 MILES (5.8 KM)
 JY1812'SOUTHWEST OF THE CENTER OF SPRINGFIELD.  TO REACH THE STATION FROM THE
 JY1812'INTERSECTION OF LIMESTONE STREET AND NORTH STREET IN SPRINGFIELD, GO
 JY1812'WEST ALONG MAIN STREET 2.5 MILES (4.0 KM) TO ITS INTERSECTION WITH
 JY1812'U.S.68.  TURN LEFT AND PROCEED SOUTH ALONG U.S.  68 2.0 MILES (3.2 KM)
 JY1812'TO ITS INTERSECTION WITH I-70.  CONTINUE SOUTH ALONG SPRINGFIELD-XENIA
 JY1812'ROAD 1.0 MILES (1.6 KM) TO THE STATION ON THE LEFT, NORTH OF THE
 JY1812'BEGINNING OF A DIVIDED HIGHWAY.  THE STATION IS A 3.25 INCH DIAMETER
 JY1812'ALUMINUM CLARK COUNTY ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH
 JY1812'THE GROUND AND STAMPED 26 1993.  THE STATION IS 23.3 FEET (7.1 M)
 JY1812'NORTHWEST FROM A RIGHT-OF-WAY FENCE, 39.46 FEET (12.03 M) EAST FROM A
 JY1812'NAIL IN THE EDGE OF THE PAVEMENT OF SPRINFIELD-XENIA ROAD AND 48.65
 JY1812'FEET (14.83 M) NORTHWEST FROM A NAIL IN A FIVE INCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1813 ***********************************************************************
 JY1813  DESIGNATION -  CLARK 27
 JY1813  PID         -  JY1813
 JY1813  STATE/COUNTY-  OH/CLARK
 JY1813  USGS QUAD   -  CLIFTON (1988)
 JY1813
 JY1813                         *CURRENT SURVEY CONTROL
 JY1813  ___________________________________________________________________
 JY1813* NAD 83(1995)-  39 51 17.65849(N)    083 51 14.91448(W)     ADJUSTED  
 JY1813* NAVD 88     -       306.2    (meters)    1005.     (feet)  GPS OBS   
 JY1813  ___________________________________________________________________
 JY1813  X           -     524,942.026 (meters)                     COMP
 JY1813  Y           -  -4,875,075.946 (meters)                     COMP
 JY1813  Z           -   4,065,806.152 (meters)                     COMP
 JY1813  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 JY1813  ELLIP HEIGHT-         272.96  (meters)          (10/07/05) GPS OBS
 JY1813  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JY1813
 JY1813  HORZ ORDER  -  FIRST
 JY1813  ELLP ORDER  -  FOURTH    CLASS I
 JY1813
 JY1813.The horizontal coordinates were established by GPS observations
 JY1813.and adjusted by the National Geodetic Survey in April 1998..
 JY1813
 JY1813.The orthometric height was determined by GPS observations and a
 JY1813.high-resolution geoid model.
 JY1813
 JY1813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1813
 JY1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1813
 JY1813.The ellipsoidal height was determined by GPS observations
 JY1813.and is referenced to NAD 83.
 JY1813
 JY1813.The geoid height was determined by GEOID03.
 JY1813
 JY1813;                    North         East     Units Scale Factor Converg.
 JY1813;SPC OH S     -   206,791.712   484,128.007   MT  0.99996957   -0 51 33.2
 JY1813;UTM  17      - 4,415,552.295   255,838.109   MT  1.00033399   -1 49 47.9
 JY1813
 JY1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1813!SPC OH S     -   0.99995718  x   0.99996957  =   0.99992675
 JY1813!UTM  17      -   0.99995718  x   1.00033399  =   1.00029116
 JY1813
 JY1813                          SUPERSEDED SURVEY CONTROL
 JY1813
 JY1813  ELLIP H (04/01/98)  273.02   (m)                       GP(       ) 4 1
 JY1813  NAD 83(1986)-  39 51 17.66539(N)    083 51 14.92132(W) AD(       ) 1
 JY1813
 JY1813.Superseded values are not recommended for survey control.
 JY1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1813.See file dsdata.txt to determine how the superseded data were derived.
 JY1813
 JY1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5583815552(NAD 83)
 JY1813_MARKER: DD = SURVEY DISK
 JY1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1813_SP_SET: CONCRETE POST
 JY1813_STAMPING: 27 1993
 JY1813_MARK LOGO: OH-023
 JY1813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1813+STABILITY: SURFACE MOTION
 JY1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1813+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1813
 JY1813  HISTORY     - Date     Condition        Report By
 JY1813  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1813
 JY1813                          STATION DESCRIPTION
 JY1813
 JY1813'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1813'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MAD RIVER TOWNSHIP
 JY1813'ABOUT 4.0 MILES NORTHWEST OF THE VILLAGE OF CLIFTON.
 JY1813'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1813'LIMESTONE STREET IN SPRINGFIELD, PROCEED WEST ALONG MAIN STREET 0.5
 JY1813'MILES TO ITS INTERSECTION WITH YELLOW SPRINGS ROAD.  TURN LEFT AND
 JY1813'PROCEED SOUTHWEST ALONG YELLOW SPRINGS ROAD 2.4 MILES TO ITS
 JY1813'INTERSECTION WITH I-70.  CONTINUE SOUTHWEST ALONG SPRINGFIELD-XENIA
 JY1813'ROAD 2.8 MILES TO THE STATION ON THE LEFT PAST OF HOUSE NUMBER 4835.
 JY1813'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1813'FLUSH WITH THE GROUND AND STAMPED 27 1993.
 JY1813'THE STATION IS 31.05 FEET NORTHWEST FROM A FOUR INCH WHITE STEEL FENCE
 JY1813'POST, 35.60 FEET SOUTHEAST FROM A PK NAIL IN THE CENTERLINE OF
 JY1813'SPRINGFIELD-XENIA ROAD, AND 100.62 FEET SOUTHEAST FROM A POWER POLE
 JY1813'WITH TACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1814 ***********************************************************************
 JY1814  DESIGNATION -  CLARK 28
 JY1814  PID         -  JY1814
 JY1814  STATE/COUNTY-  OH/CLARK
 JY1814  USGS QUAD   -  CLIFTON (1988)
 JY1814
 JY1814                         *CURRENT SURVEY CONTROL
 JY1814  ___________________________________________________________________
 JY1814* NAD 83(1995)-  39 49 29.77018(N)    083 51 54.58987(W)     ADJUSTED  
 JY1814* NAVD 88     -       311.3    (meters)    1021.     (feet)  GPS OBS   
 JY1814  ___________________________________________________________________
 JY1814  X           -     524,232.538 (meters)                     COMP
 JY1814  Y           -  -4,877,300.407 (meters)                     COMP
 JY1814  Z           -   4,063,254.374 (meters)                     COMP
 JY1814  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 JY1814  ELLIP HEIGHT-         278.13  (meters)          (10/07/05) GPS OBS
 JY1814  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JY1814
 JY1814  HORZ ORDER  -  FIRST
 JY1814  ELLP ORDER  -  FOURTH    CLASS I
 JY1814
 JY1814.The horizontal coordinates were established by GPS observations
 JY1814.and adjusted by the National Geodetic Survey in April 1998..
 JY1814
 JY1814.The orthometric height was determined by GPS observations and a
 JY1814.high-resolution geoid model.
 JY1814
 JY1814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1814
 JY1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1814
 JY1814.The ellipsoidal height was determined by GPS observations
 JY1814.and is referenced to NAD 83.
 JY1814
 JY1814.The geoid height was determined by GEOID03.
 JY1814
 JY1814;                    North         East     Units Scale Factor Converg.
 JY1814;SPC OH S     -   203,478.899   483,134.730   MT  0.99996542   -0 51 58.4
 JY1814;UTM  17      - 4,412,255.557   254,788.493   MT  1.00034032   -1 50 09.2
 JY1814
 JY1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1814!SPC OH S     -   0.99995637  x   0.99996542  =   0.99992179
 JY1814!UTM  17      -   0.99995637  x   1.00034032  =   1.00029667
 JY1814
 JY1814                          SUPERSEDED SURVEY CONTROL
 JY1814
 JY1814  ELLIP H (04/01/98)  278.19   (m)                       GP(       ) 4 1
 JY1814  NAD 83(1986)-  39 49 29.77710(N)    083 51 54.59676(W) AD(       ) 1
 JY1814
 JY1814.Superseded values are not recommended for survey control.
 JY1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1814.See file dsdata.txt to determine how the superseded data were derived.
 JY1814
 JY1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5478812256(NAD 83)
 JY1814_MARKER: DD = SURVEY DISK
 JY1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1814_SP_SET: CONCRETE POST
 JY1814_STAMPING: 28 1993
 JY1814_MARK LOGO: OH-023
 JY1814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1814+STABILITY: SURFACE MOTION
 JY1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1814+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1814
 JY1814  HISTORY     - Date     Condition        Report By
 JY1814  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1814
 JY1814                          STATION DESCRIPTION
 JY1814
 JY1814'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1814'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MAD RIVER TOWNSHIP
 JY1814'ABOUT 2.9 MILES NORTHWEST OF THE VILLAGE OF CLIFTON.
 JY1814'TO REACH THE STATION FROM THE INTERSECTION OF SPRINGFIELD-JAMESTOWN
 JY1814'(STATE ROUTE 72) AND NORTH STREET (STATE ROUTE 343) IN THE VILLAGE OF
 JY1814'CLIFTON, PROCEED NORTH ALONG SPRINGFIELD JAMESTOWN ROAD 2.3 MILES TO
 JY1814'ITS INTERSECTION WITH WEST JACKSON ROAD.  TURN LEFT AND PROCEED WEST
 JY1814'ALONG WEST JACKSON ROAD 2.5 MILES TO ITS INTERSECTION WITH MOSIER
 JY1814'ROAD.  TURN LEFT AND PROCEED SOUTH ALONG MOSIER ROAD 0.5 MILES TO THE
 JY1814'STATION ON THE RIGHT NEAR THE COUNTY LINE AND SOUTH OF RESIDENCE TO
 JY1814'HOUSE NUMBER 6975.
 JY1814'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1814'FLUSH WITH THE GROUND AND STAMPED 28 1993.
 JY1814'THE STATION IS 17.0 FEET SOUTH FROM THE CENTERLINE OF A GRAVEL
 JY1814'DRIVEWAY TO RESIDENCE NUMBER 6975, 33.0 FEET WEST FROM THE COUNTY
 JY1814'LINE PIN IN THE CENTER OF THE ROAD, 40.97 FEET SOUTHWEST FROM A NAIL
 JY1814'IN THE CENTERLINE OF MOSIER ROAD AT THE INTERSECTION OF THE
 JY1814'DRIVEWAYS, AND 8.1 FEET NORTHWEST FROM A 10 INCH POST WITH STEEL
 JY1814'EYELETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1815 ***********************************************************************
 JY1815  DESIGNATION -  CLARK 29
 JY1815  PID         -  JY1815
 JY1815  STATE/COUNTY-  OH/CLARK
 JY1815  USGS QUAD   -  SPRINGFIELD (1981)
 JY1815
 JY1815                         *CURRENT SURVEY CONTROL
 JY1815  ___________________________________________________________________
 JY1815* NAD 83(1995)-  39 58 38.29064(N)    083 45 59.61417(W)     ADJUSTED  
 JY1815* NAVD 88     -       327.8    (meters)    1075.     (feet)  GPS OBS   
 JY1815  ___________________________________________________________________
 JY1815  X           -     531,448.442 (meters)                     COMP
 JY1815  Y           -  -4,865,615.051 (meters)                     COMP
 JY1815  Z           -   4,076,243.914 (meters)                     COMP
 JY1815  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 JY1815  ELLIP HEIGHT-         294.50  (meters)          (10/07/05) GPS OBS
 JY1815  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JY1815
 JY1815  HORZ ORDER  -  FIRST
 JY1815  ELLP ORDER  -  FOURTH    CLASS I
 JY1815
 JY1815.The horizontal coordinates were established by GPS observations
 JY1815.and adjusted by the National Geodetic Survey in April 1998..
 JY1815
 JY1815.The orthometric height was determined by GPS observations and a
 JY1815.high-resolution geoid model.
 JY1815
 JY1815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1815
 JY1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1815
 JY1815.The ellipsoidal height was determined by GPS observations
 JY1815.and is referenced to NAD 83.
 JY1815
 JY1815.The geoid height was determined by GEOID03.
 JY1815
 JY1815;                    North         East     Units Scale Factor Converg.
 JY1815;SPC OH S     -   220,271.537   491,812.494   MT  0.99998940   -0 48 13.2
 JY1815;UTM  17      - 4,428,904.146   263,752.946   MT  1.00028715   -1 46 41.8
 JY1815
 JY1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1815!SPC OH S     -   0.99995380  x   0.99998940  =   0.99994320
 JY1815!UTM  17      -   0.99995380  x   1.00028715  =   1.00024094
 JY1815
 JY1815:                Primary Azimuth Mark                     Grid Az
 JY1815:SPC OH S     -  CLARK 29 AZ MK                           274 53 24.0
 JY1815:UTM  17      -  CLARK 29 AZ MK                           275 51 52.6
 JY1815
 JY1815|---------------------------------------------------------------------|
 JY1815| PID    Reference Object                     Distance      Geod. Az  |
 JY1815|                                                           dddmmss.s |
 JY1815| JY1816 CLARK 29 AZ MK                      471.416 METERS 2740510.8 |
 JY1815|---------------------------------------------------------------------|
 JY1815
 JY1815                          SUPERSEDED SURVEY CONTROL
 JY1815
 JY1815  ELLIP H (04/01/98)  294.57   (m)                       GP(       ) 4 1
 JY1815  NAD 83(1986)-  39 58 38.29735(N)    083 45 59.62119(W) AD(       ) 1
 JY1815
 JY1815.Superseded values are not recommended for survey control.
 JY1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1815.See file dsdata.txt to determine how the superseded data were derived.
 JY1815
 JY1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6375328904(NAD 83)
 JY1815_MARKER: DD = SURVEY DISK
 JY1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1815_SP_SET: CONCRETE POST
 JY1815_STAMPING: 29 1993
 JY1815_MARK LOGO: OH-023
 JY1815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1815+STABILITY: SURFACE MOTION
 JY1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1815+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1815
 JY1815  HISTORY     - Date     Condition        Report By
 JY1815  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1815
 JY1815                          STATION DESCRIPTION
 JY1815
 JY1815'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1815'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP
 JY1815'ABOUT 4.2 MILES NORTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1815'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1815'LIMESTONE STREET (STATE ROUTE 72) IN SPRINGFIELD, PROCEED NORTH ALONG
 JY1815'LIMESTONE STREET (STATE ROUTE 72) 4.1 MILES TO ITS INTERSECTION WITH
 JY1815'STATE ROUTE 334.  TURN RIGHT AND PROCEED EAST ALONG STATE ROUTE 334
 JY1815'2.2 MILES TO THE STATION ON THE RIGHT ON A HIGH BANK.
 JY1815'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1815'FLUSH WITH THE GROUND AND STAMPED 29 1993.
 JY1815'THE STATION IS 42.21 FEET SOUTH FROM A SIGN POST, 47.0 FEET SOUTHWEST
 JY1815'FROM A TRAFFIC BOX, 70.7 FEET SOUTH FROM THE CENTERLINE OF STATE
 JY1815'ROUTE 334, AND APPROXIMATELY 400 FEET WEST OF THE INTERSECTION OF
 JY1815'STATE ROUTE 334 AND MIDDLE URBANNA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1816 ***********************************************************************
 JY1816  DESIGNATION -  CLARK 29 AZ MK
 JY1816  PID         -  JY1816
 JY1816  STATE/COUNTY-  OH/CLARK
 JY1816  USGS QUAD   -  SPRINGFIELD (1981)
 JY1816
 JY1816                         *CURRENT SURVEY CONTROL
 JY1816  ___________________________________________________________________
 JY1816* NAD 83(1995)-  39 58 39.37933(N)    083 46 19.43094(W)     ADJUSTED  
 JY1816* NAVD 88     -       322.0    (meters)    1056.     (feet)  GPS OBS   
 JY1816  ___________________________________________________________________
 JY1816  X           -     530,978.158 (meters)                     COMP
 JY1816  Y           -  -4,865,640.236 (meters)                     COMP
 JY1816  Z           -   4,076,265.932 (meters)                     COMP
 JY1816  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 JY1816  ELLIP HEIGHT-         288.72  (meters)          (10/07/05) GPS OBS
 JY1816  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JY1816
 JY1816  HORZ ORDER  -  FIRST
 JY1816  ELLP ORDER  -  FOURTH    CLASS I
 JY1816
 JY1816.The horizontal coordinates were established by GPS observations
 JY1816.and adjusted by the National Geodetic Survey in April 1998..
 JY1816
 JY1816.The orthometric height was determined by GPS observations and a
 JY1816.high-resolution geoid model.
 JY1816
 JY1816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1816
 JY1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1816
 JY1816.The ellipsoidal height was determined by GPS observations
 JY1816.and is referenced to NAD 83.
 JY1816
 JY1816.The geoid height was determined by GEOID03.
 JY1816
 JY1816;                    North         East     Units Scale Factor Converg.
 JY1816;SPC OH S     -   220,311.721   491,342.799   MT  0.99998945   -0 48 25.7
 JY1816;UTM  17      - 4,428,952.329   263,283.862   MT  1.00028988   -1 46 54.6
 JY1816
 JY1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1816!SPC OH S     -   0.99995471  x   0.99998945  =   0.99994416
 JY1816!UTM  17      -   0.99995471  x   1.00028988  =   1.00024457
 JY1816
 JY1816:                Primary Azimuth Mark                     Grid Az
 JY1816:SPC OH S     -  CLARK 29                                 094 53 23.7
 JY1816:UTM  17      -  CLARK 29                                 095 51 52.6
 JY1816
 JY1816|---------------------------------------------------------------------|
 JY1816| PID    Reference Object                     Distance      Geod. Az  |
 JY1816|                                                           dddmmss.s |
 JY1816| JY1815 CLARK 29                            471.416 METERS 0940458.0 |
 JY1816|---------------------------------------------------------------------|
 JY1816
 JY1816                          SUPERSEDED SURVEY CONTROL
 JY1816
 JY1816  ELLIP H (04/01/98)  288.79   (m)                       GP(       ) 4 1
 JY1816  NAD 83(1986)-  39 58 39.38603(N)    083 46 19.43797(W) AD(       ) 1
 JY1816
 JY1816.Superseded values are not recommended for survey control.
 JY1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1816.See file dsdata.txt to determine how the superseded data were derived.
 JY1816
 JY1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6328428952(NAD 83)
 JY1816_MARKER: DD = SURVEY DISK
 JY1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1816_SP_SET: CONCRETE POST
 JY1816_STAMPING: 29 AZ 1993
 JY1816_MARK LOGO: OH-023
 JY1816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1816+STABILITY: SURFACE MOTION
 JY1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1816+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1816
 JY1816  HISTORY     - Date     Condition        Report By
 JY1816  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1816
 JY1816                          STATION DESCRIPTION
 JY1816
 JY1816'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1816'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD
 JY1816'TOWNSHIP ABOUT 4.2 MILES NORTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1816'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG STATE
 JY1816'ROUTE 334 0.3 MILES TO THE MARK ON THE LEFT NEAR A RIGHT-OF-WAY
 JY1816'FENCE.
 JY1816'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1816'CONCRETE FLUSH WITH THE GROUND AND STAMPED 29 AZ 1993.
 JY1816'THE AZIMUTH MARK IS 13.70 FEET NORTH FROM A RIGHT-OF-WAY FENCE, 34.85
 JY1816'FEET NORTHWEST FROM A SIX INCH CHERRY TREE, AND 57.65 FEET SOUTH FROM
 JY1816'EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3693 ***********************************************************************
 JZ3693  DESIGNATION -  CLARK 3
 JZ3693  PID         -  JZ3693
 JZ3693  STATE/COUNTY-  OH/CLARK
 JZ3693  USGS QUAD   -  NEW CARLISLE (1984)
 JZ3693
 JZ3693                         *CURRENT SURVEY CONTROL
 JZ3693  ___________________________________________________________________
 JZ3693* NAD 83(1995)-  39 58 54.34480(N)    084 02 08.56945(W)     ADJUSTED  
 JZ3693* NAVD 88     -       293.8    (meters)     964.     (feet)  GPS OBS   
 JZ3693  ___________________________________________________________________
 JZ3693  X           -     508,550.052 (meters)                     COMP
 JZ3693  Y           -  -4,867,715.592 (meters)                     COMP
 JZ3693  Z           -   4,076,601.542 (meters)                     COMP
 JZ3693  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 JZ3693  ELLIP HEIGHT-         260.55  (meters)          (10/07/05) GPS OBS
 JZ3693  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JZ3693
 JZ3693  HORZ ORDER  -  FIRST
 JZ3693  ELLP ORDER  -  FOURTH    CLASS I
 JZ3693
 JZ3693.The horizontal coordinates were established by GPS observations
 JZ3693.and adjusted by the National Geodetic Survey in April 1998..
 JZ3693
 JZ3693.The orthometric height was determined by GPS observations and a
 JZ3693.high-resolution geoid model.
 JZ3693
 JZ3693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3693
 JZ3693.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3693
 JZ3693.The ellipsoidal height was determined by GPS observations
 JZ3693.and is referenced to NAD 83.
 JZ3693
 JZ3693.The geoid height was determined by GEOID03.
 JZ3693
 JZ3693;                    North         East     Units Scale Factor Converg.
 JZ3693;SPC OH S     -   221,123.356   468,832.208   MT  0.99999020   -0 58 28.0
 JZ3693;UTM  16      - 4,429,942.286   753,117.789   MT  1.00038880   +1 54 20.5
 JZ3693;UTM  17      - 4,430,147.704   240,782.090   MT  1.00042729   -1 57 06.0
 JZ3693
 JZ3693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3693!SPC OH S     -   0.99995913  x   0.99999020  =   0.99994933
 JZ3693!UTM  16      -   0.99995913  x   1.00038880  =   1.00034791
 JZ3693!UTM  17      -   0.99995913  x   1.00042729  =   1.00038640
 JZ3693
 JZ3693:                Primary Azimuth Mark                     Grid Az
 JZ3693:SPC OH S     -  CLARK 165                                326 41 43.5
 JZ3693:UTM  16      -  CLARK 165                                323 48 55.0
 JZ3693:UTM  17      -  CLARK 165                                327 40 21.5
 JZ3693
 JZ3693|---------------------------------------------------------------------|
 JZ3693| PID    Reference Object                     Distance      Geod. Az  |
 JZ3693|                                                           dddmmss.s |
 JZ3693| DF6223 CLARK 165                           APPROX. 1.7 KM 3254315.5 |
 JZ3693|---------------------------------------------------------------------|
 JZ3693
 JZ3693                          SUPERSEDED SURVEY CONTROL
 JZ3693
 JZ3693  ELLIP H (04/01/98)  260.61   (m)                       GP(       ) 4 1
 JZ3693  NAD 83(1986)-  39 58 54.35144(N)    084 02 08.57382(W) AD(       ) 1
 JZ3693
 JZ3693.Superseded values are not recommended for survey control.
 JZ3693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3693.See file dsdata.txt to determine how the superseded data were derived.
 JZ3693
 JZ3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5311829942(NAD 83)
 JZ3693_MARKER: DD = SURVEY DISK
 JZ3693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3693_SP_SET: CONCRETE POST
 JZ3693_STAMPING: 3 1993
 JZ3693_MARK LOGO: OH-023
 JZ3693_PROJECTION: FLUSH
 JZ3693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3693+STABILITY: SURFACE MOTION
 JZ3693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3693+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1999
 JZ3693
 JZ3693  HISTORY     - Date     Condition        Report By
 JZ3693  HISTORY     - 1993     MONUMENTED       GEOMET
 JZ3693  HISTORY     - 19990407 GOOD             ATLTEC
 JZ3693
 JZ3693                          STATION DESCRIPTION
 JZ3693
 JZ3693'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JZ3693'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PIKE TOWNSHIP ABOUT
 JZ3693'4.5 MILES SOUTHWEST OF THE VILLAGE OF NORTH HAMPTON.
 JZ3693'TO REACH THE STATION FROM THE INTERSECTION OF TROY ROAD (STATE ROUTE
 JZ3693'41) AND DIALTON ROAD IN NORTH HAMPTON, PROCEED WEST ALONG TROY ROAD
 JZ3693'(STATE ROUTE 41) 4.5 MILES TO ITS INTERSECTION WITH ADDISON-NEW
 JZ3693'CARLISLE ROAD.  TURN LEFT AND PROCEED SOUTH ALONG ADDISON-NEW
 JZ3693'CARLISLE ROAD 1.8 MILES TO THE EDGE OF A CULTIVATED FIELD AND THE
 JZ3693'STATION ON THE RIGHT.
 JZ3693'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JZ3693'FLUSH WITH THE GROUND AND STAMPED 3 1993.
 JZ3693'THE STATION IS 17.85 FEET WEST FROM A PK NAIL IN THE CENTERLINE OF
 JZ3693'ADDISON-NEW CARLISLE ROAD, 68.75 FEET NORTHWEST FROM A TELEPHONE BOX
 JZ3693'ON THE EAST SIDE OF ADDISON-NEW CARLISLE ROAD, 83.42 FEET SOUTHWEST
 JZ3693'FROM A POWER POLE ON THE EAST SIDE OF ADDISON-NEW CARLISLE ROAD, AND
 JZ3693'0.7 MILES PAST THE INTERSECTION OF MARQUART ROAD.
 JZ3693
 JZ3693                          STATION RECOVERY (1999)
 JZ3693
 JZ3693'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JZ3693'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JZ3693'RECOVERED AS DESCRIBED
 JZ3693' 
 JZ3693' 
 JZ3693'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1817 ***********************************************************************
 JY1817  DESIGNATION -  CLARK 30
 JY1817  PID         -  JY1817
 JY1817  STATE/COUNTY-  OH/CLARK
 JY1817  USGS QUAD   -  SPRINGFIELD (1981)
 JY1817
 JY1817                         *CURRENT SURVEY CONTROL
 JY1817  ___________________________________________________________________
 JY1817* NAD 83(1995)-  39 58 11.59320(N)    083 48 10.00904(W)     ADJUSTED  
 JY1817* NAVD 88     -       300.6    (meters)     986.     (feet)  GPS OBS   
 JY1817  ___________________________________________________________________
 JY1817  X           -     528,427.286 (meters)                     COMP
 JY1817  Y           -  -4,866,455.235 (meters)                     COMP
 JY1817  Z           -   4,075,595.375 (meters)                     COMP
 JY1817  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 JY1817  ELLIP HEIGHT-         267.28  (meters)          (10/07/05) GPS OBS
 JY1817  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JY1817
 JY1817  HORZ ORDER  -  FIRST
 JY1817  ELLP ORDER  -  FOURTH    CLASS I
 JY1817
 JY1817.The horizontal coordinates were established by GPS observations
 JY1817.and adjusted by the National Geodetic Survey in April 1998..
 JY1817
 JY1817.The orthometric height was determined by GPS observations and a
 JY1817.high-resolution geoid model.
 JY1817
 JY1817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1817
 JY1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1817
 JY1817.The ellipsoidal height was determined by GPS observations
 JY1817.and is referenced to NAD 83.
 JY1817
 JY1817.The geoid height was determined by GEOID03.
 JY1817
 JY1817;                    North         East     Units Scale Factor Converg.
 JY1817;SPC OH S     -   219,492.225   488,706.903   MT  0.99998806   -0 49 35.9
 JY1817;UTM  17      - 4,428,177.550   260,633.589   MT  1.00030542   -1 48 04.7
 JY1817
 JY1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1817!SPC OH S     -   0.99995807  x   0.99998806  =   0.99994613
 JY1817!UTM  17      -   0.99995807  x   1.00030542  =   1.00026348
 JY1817
 JY1817:                Primary Azimuth Mark                     Grid Az
 JY1817:SPC OH S     -  CLARK 79                                 303 21 34.5
 JY1817:UTM  17      -  CLARK 79                                 304 20 03.3
 JY1817
 JY1817|---------------------------------------------------------------------|
 JY1817| PID    Reference Object                     Distance      Geod. Az  |
 JY1817|                                                           dddmmss.s |
 JY1817| JY1874 CLARK 79                            APPROX. 0.9 KM 3023158.6 |
 JY1817|---------------------------------------------------------------------|
 JY1817
 JY1817                          SUPERSEDED SURVEY CONTROL
 JY1817
 JY1817  ELLIP H (04/01/98)  267.35   (m)                       GP(       ) 4 1
 JY1817  NAD 83(1986)-  39 58 11.59998(N)    083 48 10.01595(W) AD(       ) 1
 JY1817
 JY1817.Superseded values are not recommended for survey control.
 JY1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1817.See file dsdata.txt to determine how the superseded data were derived.
 JY1817
 JY1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6063428178(NAD 83)
 JY1817_MARKER: DD = SURVEY DISK
 JY1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1817_SP_SET: CONCRETE POST
 JY1817_STAMPING: 30 1993
 JY1817_MARK LOGO: OH-023
 JY1817_PROJECTION: FLUSH
 JY1817_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1817+STABILITY: SURFACE MOTION
 JY1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1817+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1999
 JY1817
 JY1817  HISTORY     - Date     Condition        Report By
 JY1817  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1817  HISTORY     - 19990407 GOOD             ATLTEC
 JY1817
 JY1817                          STATION DESCRIPTION
 JY1817
 JY1817'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1817'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOORFIELD TOWNSHIP
 JY1817'ABOUT 3.2 MILES NORTH OF THE CENTER OF SPRINGFIELD.
 JY1817'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1817'LIMESTONE STREET (STATE ROUTE 72) IN THE CITY OF SPRINGFIELD, PROCEED
 JY1817'NORTH ALONG LIMESTONE STREET (STATE ROUTE 72) 3.2 MILES TO A GRASSY
 JY1817'HILLTOP IN THE MEDIAN OF STATE ROUTE 72 AND THE STATION ON THE LEFT.
 JY1817'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1817'FLUSH WITH THE GROUND AND STAMPED 30 1993.
 JY1817'THE STATION IS 42.17 FEET NORTHEAST FROM A CENTER PUNCHED RAIL PLATE,
 JY1817'49.90 FEET NORTHEAST FROM A CENTER PUNCHED RAIL PLATE, 61.65 FEET
 JY1817'NORTH FROM A NAIL IN A POWER POLE, AND APPROXIMATELY 600 FEET SOUTH
 JY1817'FROM THE INTERSECTION OF VILLA ROAD.
 JY1817
 JY1817                          STATION RECOVERY (1999)
 JY1817
 JY1817'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1817'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1817'RECOVERED AS DESCRIBED
 JY1817' 
 JY1817'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1818 ***********************************************************************
 JY1818  DESIGNATION -  CLARK 31
 JY1818  PID         -  JY1818
 JY1818  STATE/COUNTY-  OH/CLARK
 JY1818  USGS QUAD   -  SPRINGFIELD (1981)
 JY1818
 JY1818                         *CURRENT SURVEY CONTROL
 JY1818  ___________________________________________________________________
 JY1818* NAD 83(1995)-  39 55 28.57358(N)    083 48 25.44786(W)     ADJUSTED  
 JY1818* NAVD 88     -       295.90   (meters)     970.8    (feet)  LEVELING  
 JY1818  ___________________________________________________________________
 JY1818  X           -     528,410.926 (meters)                     COMP
 JY1818  Y           -  -4,869,700.864 (meters)                     COMP
 JY1818  Z           -   4,071,737.595 (meters)                     COMP
 JY1818  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 JY1818  ELLIP HEIGHT-         262.60  (meters)          (10/07/05) GPS OBS
 JY1818  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JY1818
 JY1818  HORZ ORDER  -  FIRST
 JY1818  VERT ORDER  -  THIRD ?
 JY1818  ELLP ORDER  -  FOURTH    CLASS I
 JY1818
 JY1818.The horizontal coordinates were established by GPS observations
 JY1818.and adjusted by the National Geodetic Survey in April 1998..
 JY1818
 JY1818.The orthometric height was determined by differential leveling.
 JY1818.The vertical network tie was performed by a horz. field party for horz.
 JY1818.obs reductions. Reset procedures were used to establish the elevation.
 JY1818
 JY1818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1818
 JY1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1818
 JY1818.The ellipsoidal height was determined by GPS observations
 JY1818.and is referenced to NAD 83.
 JY1818
 JY1818.The geoid height was determined by GEOID03.
 JY1818
 JY1818;                    North         East     Units Scale Factor Converg.
 JY1818;SPC OH S     -   214,470.165   488,267.792   MT  0.99998030   -0 49 45.7
 JY1818;UTM  17      - 4,423,162.061   260,109.017   MT  1.00030852   -1 48 08.6
 JY1818
 JY1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1818!SPC OH S     -   0.99995881  x   0.99998030  =   0.99993911
 JY1818!UTM  17      -   0.99995881  x   1.00030852  =   1.00026731
 JY1818
 JY1818:                Primary Azimuth Mark                     Grid Az
 JY1818:SPC OH S     -  CLARK 31 AZ MK                           006 10 45.3
 JY1818:UTM  17      -  CLARK 31 AZ MK                           007 09 08.2
 JY1818
 JY1818|---------------------------------------------------------------------|
 JY1818| PID    Reference Object                     Distance      Geod. Az  |
 JY1818|                                                           dddmmss.s |
 JY1818| JY1819 CLARK 31 AZ MK                      APPROX. 0.7 KM 0052059.6 |
 JY1818| JY1863 CLARK 71                            APPROX. 1.2 KM 0945009.2 |
 JY1818| JY1513 TECUMSEH                            402.503 METERS 2532220.3 |
 JY1818|---------------------------------------------------------------------|
 JY1818
 JY1818                          SUPERSEDED SURVEY CONTROL
 JY1818
 JY1818  ELLIP H (04/01/98)  262.68   (m)                       GP(       ) 4 1
 JY1818  NAD 83(1986)-  39 55 28.58045(N)    083 48 25.45485(W) AD(       ) 1
 JY1818
 JY1818.Superseded values are not recommended for survey control.
 JY1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1818.See file dsdata.txt to determine how the superseded data were derived.
 JY1818
 JY1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6010923162(NAD 83)
 JY1818_MARKER: DD = SURVEY DISK
 JY1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1818_SP_SET: CONCRETE POST
 JY1818_STAMPING: 31 1993
 JY1818_MARK LOGO: OH-023
 JY1818_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1818+STABILITY: SURFACE MOTION
 JY1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1818+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1996
 JY1818
 JY1818  HISTORY     - Date     Condition        Report By
 JY1818  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1818  HISTORY     - 19960424 GOOD             ATLTEC
 JY1818
 JY1818                          STATION DESCRIPTION
 JY1818
 JY1818'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1818'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN THE CITY OF
 JY1818'SPRINGFIELD.
 JY1818'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1818'LIMESTONE STREET IN SPRINGFIELD, PROCEED WEST ALONG MAIN STREET 0.05
 JY1818'MILES TO ITS INTERSECTION WITH SPRING STREET TO PARKING AREA OF SAYRE
 JY1818'APPLIANCE AND THE STATION ON THE RIGHT.
 JY1818'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1818'FLUSH WITH THE GROUND AND STAMPED 31 1993.
 JY1818'THE STATION IS 12.4 FEET NORTH FROM A NAIL IN THE PARKING LOT, 29.95
 JY1818'FEET WEST FROM A NAIL IN THE PARKING LOT, AND 32.2 FEET EAST FROM A
 JY1818'NAIL IN THE PARKING LOT DRIVEWAY.
 JY1818
 JY1818                          STATION RECOVERY (1996)
 JY1818
 JY1818'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1996 (WEH)
 JY1818'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993.  THE STATION IS LOCATED
 JY1818'IN CLARK COUNTY, OHIO IN THE CITY OF SPRINGFIELD.  TO REACH THE
 JY1818'STATION FROM THE INTERSECTION OF MAIN STREET AND LIMESTONE STREET IN
 JY1818'SPRINGFIELD, PROCEED WEST ALONG MAIN STREET 0.05 MILES (0.08 KM) TO
 JY1818'ITS INTERSECTION WITH SPRING STREET AND PARKING AREA OF SAYRE
 JY1818'APPLIANCE AND THE STATION ON THE RIGHT.  THE STATION IS A 3.25 INCH
 JY1818'DIAMETER ALUMINUM CLARK COUNTY ENGINEER SURVEY DISK SET IN CONCRETE
 JY1818'FLUSH WITH THE GROUND AND STAMPED 31 1993.  THE STATION IS 12.4 FEET
 JY1818'(3.8 M) NORTH FROM A NAIL IN THE PARKING LOT, 29.95 FEET (9.13 M) WEST
 JY1818'FROM A NAIL IN THE PARKING LOT AND 32.2 FEET (9.8 M) EAST FROM A NAIL
 JY1818'IN THE PARKING LOT DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1819 ***********************************************************************
 JY1819  DESIGNATION -  CLARK 31 AZ MK
 JY1819  PID         -  JY1819
 JY1819  STATE/COUNTY-  OH/CLARK
 JY1819  USGS QUAD   -  SPRINGFIELD (1981)
 JY1819
 JY1819                         *CURRENT SURVEY CONTROL
 JY1819  ___________________________________________________________________
 JY1819* NAD 83(1995)-  39 55 50.17592(N)    083 48 22.82016(W)     ADJUSTED  
 JY1819* NAVD 88     -       292.6    (meters)     960.     (feet)  GPS OBS   
 JY1819  ___________________________________________________________________
 JY1819  X           -     528,426.550 (meters)                     COMP
 JY1819  Y           -  -4,869,266.454 (meters)                     COMP
 JY1819  Z           -   4,072,246.419 (meters)                     COMP
 JY1819  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 JY1819  ELLIP HEIGHT-         259.28  (meters)          (10/07/05) GPS OBS
 JY1819  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JY1819
 JY1819  HORZ ORDER  -  FIRST
 JY1819  ELLP ORDER  -  FOURTH    CLASS I
 JY1819
 JY1819.The horizontal coordinates were established by GPS observations
 JY1819.and adjusted by the National Geodetic Survey in April 1998..
 JY1819
 JY1819.The orthometric height was determined by GPS observations and a
 JY1819.high-resolution geoid model.
 JY1819
 JY1819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1819
 JY1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1819
 JY1819.The ellipsoidal height was determined by GPS observations
 JY1819.and is referenced to NAD 83.
 JY1819
 JY1819.The geoid height was determined by GEOID03.
 JY1819
 JY1819;                    North         East     Units Scale Factor Converg.
 JY1819;SPC OH S     -   215,135.451   488,339.821   MT  0.99998129   -0 49 44.0
 JY1819;UTM  17      - 4,423,826.245   260,192.362   MT  1.00030803   -1 48 07.7
 JY1819
 JY1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1819!SPC OH S     -   0.99995933  x   0.99998129  =   0.99994062
 JY1819!UTM  17      -   0.99995933  x   1.00030803  =   1.00026734
 JY1819
 JY1819:                Primary Azimuth Mark                     Grid Az
 JY1819:SPC OH S     -  CLARK 31                                 186 10 45.3
 JY1819:UTM  17      -  CLARK 31                                 187 09 09.0
 JY1819
 JY1819|---------------------------------------------------------------------|
 JY1819| PID    Reference Object                     Distance      Geod. Az  |
 JY1819|                                                           dddmmss.s |
 JY1819| JY1818 CLARK 31                            APPROX. 0.7 KM 1852101.3 |
 JY1819|---------------------------------------------------------------------|
 JY1819
 JY1819                          SUPERSEDED SURVEY CONTROL
 JY1819
 JY1819  ELLIP H (04/01/98)  259.36   (m)                       GP(       ) 4 1
 JY1819  NAD 83(1986)-  39 55 50.18279(N)    083 48 22.82716(W) AD(       ) 1
 JY1819
 JY1819.Superseded values are not recommended for survey control.
 JY1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1819.See file dsdata.txt to determine how the superseded data were derived.
 JY1819
 JY1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6019223826(NAD 83)
 JY1819_MARKER: DD = SURVEY DISK
 JY1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1819_SP_SET: CONCRETE POST
 JY1819_STAMPING: 31 AZ 1993
 JY1819_MARK LOGO: OH-023
 JY1819_PROJECTION: FLUSH
 JY1819_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1819+STABILITY: SURFACE MOTION
 JY1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1819+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1819
 JY1819  HISTORY     - Date     Condition        Report By
 JY1819  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1819  HISTORY     - 19980811 GOOD             SCHC
 JY1819
 JY1819                          STATION DESCRIPTION
 JY1819
 JY1819'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1819'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN THE CITY OF
 JY1819'SPRINGFIELD.
 JY1819'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG SPRING
 JY1819'STREET 0.4 MILES TO THE MEDIAN BOUNDED BY NORTH LIMESTONE STREET,
 JY1819'MOUNT VERNON AVENUE AND SPRING STREET AND THE STATION ON THE LEFT.
 JY1819'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1819'CONCRETE FLUSH WITH THE GROUND AND STAMPED 31 AZ 1993.
 JY1819'THE AZIMUTH MARK IS 3.7 FEET WEST FROM A GUARDRAIL, 21.75 FEET
 JY1819'SOUTHWEST FROM THE CENTER OF AN ELECTRIC BOX, AND APPROXIMATELY 133.0
 JY1819'FEET NORTHWEST FROM A LIGHT POLE.
 JY1819
 JY1819                          STATION RECOVERY (1998)
 JY1819
 JY1819'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 1998 (JMK)
 JY1819'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1820 ***********************************************************************
 JY1820  DESIGNATION -  CLARK 32
 JY1820  PID         -  JY1820
 JY1820  STATE/COUNTY-  OH/CLARK
 JY1820  USGS QUAD   -  SPRINGFIELD (1981)
 JY1820
 JY1820                         *CURRENT SURVEY CONTROL
 JY1820  ___________________________________________________________________
 JY1820* NAD 83(1995)-  39 53 51.21377(N)    083 47 10.81614(W)     ADJUSTED  
 JY1820* NAVD 88     -       318.0    (meters)    1043.     (feet)  GPS OBS   
 JY1820  ___________________________________________________________________
 JY1820  X           -     530,383.247 (meters)                     COMP
 JY1820  Y           -  -4,871,441.617 (meters)                     COMP
 JY1820  Z           -   4,069,448.429 (meters)                     COMP
 JY1820  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 JY1820  ELLIP HEIGHT-         284.76  (meters)          (10/07/05) GPS OBS
 JY1820  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JY1820
 JY1820  HORZ ORDER  -  FIRST
 JY1820  ELLP ORDER  -  FOURTH    CLASS I
 JY1820
 JY1820.The horizontal coordinates were established by GPS observations
 JY1820.and adjusted by the National Geodetic Survey in April 1998..
 JY1820
 JY1820.The orthometric height was determined by GPS observations and a
 JY1820.high-resolution geoid model.
 JY1820
 JY1820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1820
 JY1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1820
 JY1820.The ellipsoidal height was determined by GPS observations
 JY1820.and is referenced to NAD 83.
 JY1820
 JY1820.The geoid height was determined by GEOID03.
 JY1820
 JY1820;                    North         East     Units Scale Factor Converg.
 JY1820;SPC OH S     -   211,442.269   489,997.048   MT  0.99997596   -0 48 58.3
 JY1820;UTM  17      - 4,420,104.258   261,787.183   MT  1.00029864   -1 47 17.0
 JY1820
 JY1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1820!SPC OH S     -   0.99995533  x   0.99997596  =   0.99993129
 JY1820!UTM  17      -   0.99995533  x   1.00029864  =   1.00025396
 JY1820
 JY1820:                Primary Azimuth Mark                     Grid Az
 JY1820:SPC OH S     -  CLARK 32 AZ MK                           189 28 08.3
 JY1820:UTM  17      -  CLARK 32 AZ MK                           190 26 27.0
 JY1820
 JY1820|---------------------------------------------------------------------|
 JY1820| PID    Reference Object                     Distance      Geod. Az  |
 JY1820|                                                           dddmmss.s |
 JY1820| JY1821 CLARK 32 AZ MK                      466.448 METERS 1883910.0 |
 JY1820| JY1886 CLARK 86                            APPROX. 1.1 KM 3492649.0 |
 JY1820|---------------------------------------------------------------------|
 JY1820
 JY1820                          SUPERSEDED SURVEY CONTROL
 JY1820
 JY1820  ELLIP H (04/01/98)  284.80   (m)                       GP(       ) 4 1
 JY1820  NAD 83(1986)-  39 53 51.22065(N)    083 47 10.82312(W) AD(       ) 1
 JY1820
 JY1820.Superseded values are not recommended for survey control.
 JY1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1820.See file dsdata.txt to determine how the superseded data were derived.
 JY1820
 JY1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6178720104(NAD 83)
 JY1820_MARKER: DD = SURVEY DISK
 JY1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1820_SP_SET: CONCRETE POST
 JY1820_STAMPING: 32 1993
 JY1820_MARK LOGO: OH-023
 JY1820_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1820+STABILITY: SURFACE MOTION
 JY1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1820+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1996
 JY1820
 JY1820  HISTORY     - Date     Condition        Report By
 JY1820  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1820  HISTORY     - 19960424 GOOD             ATLTEC
 JY1820
 JY1820                          STATION DESCRIPTION
 JY1820
 JY1820'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1820'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1820'ABOUT 2.0 MILES SOUTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1820'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1820'LIMESTONE STREET IN SPRINGFIELD, PROCEED SOUTH ALONG LIMESTONE STREET
 JY1820'O.5 MILES TO ITS INTERSECTION WITH SELMA ROAD.  TURN LEFT AND PROCEED
 JY1820'SOUTHEAST ALONG SELMA ROAD 1.9 MILES TO ITS INTERSECTION WITH
 JY1820'PROGRESS DRIVE.  TURN LEFT AND PROCEED EAST ALONG PROGRESS DRIVE 0.3
 JY1820'MILES TO SPRINGFIELD INDUSTRIAL PARK AND THE STATION ON THE LEFT.
 JY1820'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1820'FLUSH WITH THE GROUND AND STAMPED 32 1993.
 JY1820'THE STATION IS 22.10 FEET NORTH FROM A PK NAIL IN THE CENTERLINE OF
 JY1820'PROGRESS DRIVE, 34.0 FEET NORTHEAST FROM A PK NAIL IN THE CENTERLINE
 JY1820'OF PROGRESS DRIVE, AND 37.50 FEET NORTHWEST FROM A PK NAIL IN THE
 JY1820'CENTERLINE OF PROGRESS DRIVE, AND 47.48 FEET NORTHWEST FROM A FIRE
 JY1820'HYDRANT.
 JY1820
 JY1820                          STATION RECOVERY (1996)
 JY1820
 JY1820'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1996 (WEH)
 JY1820'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993.  THE STATION IS LOCATED
 JY1820'IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP ABOUT 2.0 MILES (3.2 KM)
 JY1820'SOUTHEAST OF THE CENTER OF SPRINGFIELD.  TO REACH THE STATION FROM THE
 JY1820'INTERSECTION OF MAIN STREET AND LIMESTONE STREET IN SPRINGFIELD,
 JY1820'PROCEED SOUTH ALONG LIMESTONE STREET 0.5 MILES (0.8 KM) TO ITS
 JY1820'INTERSECTION WITH SELMA ROAD.  TURN LEFT AND PROCEED SOUTHEAST ALONG
 JY1820'SELMA ROAD 1.9 MILES (3.1 KM) TO ITS INTERSECTION WITH PROGRESS DRIVE.
 JY1820'TURN LEFT AND PROCEED EAST ALONG PROGRESS DRIVE 0.3 MILES (0.5 KM) TO
 JY1820'SPRINGFIELD INDUSTRIAL PARK AND THE STATION ON THE LEFT. THE STATION
 JY1820'IS A 3.25 INCH DIAMETER ALUMINUM CLARK COUNTY ENGINEER SURVEY DISK SET
 JY1820'IN CONCRETE FLUSH WITH THE GROUND AND STAMPED 32 1993.  THE STATION IS
 JY1820'22.1 FEET (6.7 M) NORTH FROM A PK NAIL IN THE CENTERLINE OF PROGRESS
 JY1820'DRIVE, 34.0 FEET (10.4 M) NORTHEAST FROM A PK NAIL IN THE CENTERLINE
 JY1820'OF PROGRESS DRIVE, 37.5 FEET (11.4 M) NORTHWEST FROM A PK NAIL IN THE
 JY1820'CENTERLINE OF PROGRESS DRIVE AND 47.48 FEET (14.47 M) NORTHWEST FROM A
 JY1820'FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1821 ***********************************************************************
 JY1821  DESIGNATION -  CLARK 32 AZ MK
 JY1821  PID         -  JY1821
 JY1821  STATE/COUNTY-  OH/CLARK
 JY1821  USGS QUAD   -  SPRINGFIELD (1981)
 JY1821
 JY1821                         *CURRENT SURVEY CONTROL
 JY1821  ___________________________________________________________________
 JY1821* NAD 83(1995)-  39 53 36.26230(N)    083 47 13.76997(W)     ADJUSTED  
 JY1821* NAVD 88     -       318.7    (meters)    1046.     (feet)  GPS OBS   
 JY1821  ___________________________________________________________________
 JY1821  X           -     530,345.553 (meters)                     COMP
 JY1821  Y           -  -4,871,743.791 (meters)                     COMP
 JY1821  Z           -   4,069,095.069 (meters)                     COMP
 JY1821  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 JY1821  ELLIP HEIGHT-         285.46  (meters)          (10/07/05) GPS OBS
 JY1821  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JY1821
 JY1821  HORZ ORDER  -  FIRST
 JY1821  ELLP ORDER  -  FOURTH    CLASS I
 JY1821
 JY1821.The horizontal coordinates were established by GPS observations
 JY1821.and adjusted by the National Geodetic Survey in April 1998..
 JY1821
 JY1821.The orthometric height was determined by GPS observations and a
 JY1821.high-resolution geoid model.
 JY1821
 JY1821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1821
 JY1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1821
 JY1821.The ellipsoidal height was determined by GPS observations
 JY1821.and is referenced to NAD 83.
 JY1821
 JY1821.The geoid height was determined by GEOID03.
 JY1821
 JY1821;                    North         East     Units Scale Factor Converg.
 JY1821;SPC OH S     -   210,982.188   489,920.313   MT  0.99997531   -0 49 00.2
 JY1821;UTM  17      - 4,419,645.396   261,702.629   MT  1.00029914   -1 47 18.3
 JY1821
 JY1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1821!SPC OH S     -   0.99995522  x   0.99997531  =   0.99993053
 JY1821!UTM  17      -   0.99995522  x   1.00029914  =   1.00025435
 JY1821
 JY1821:                Primary Azimuth Mark                     Grid Az
 JY1821:SPC OH S     -  CLARK 32                                 009 28 08.3
 JY1821:UTM  17      -  CLARK 32                                 010 26 26.4
 JY1821
 JY1821|---------------------------------------------------------------------|
 JY1821| PID    Reference Object                     Distance      Geod. Az  |
 JY1821|                                                           dddmmss.s |
 JY1821| JY1820 CLARK 32                            466.448 METERS 0083908.1 |
 JY1821|---------------------------------------------------------------------|
 JY1821
 JY1821                          SUPERSEDED SURVEY CONTROL
 JY1821
 JY1821  ELLIP H (04/01/98)  285.50   (m)                       GP(       ) 4 1
 JY1821  NAD 83(1986)-  39 53 36.26918(N)    083 47 13.77694(W) AD(       ) 1
 JY1821
 JY1821.Superseded values are not recommended for survey control.
 JY1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1821.See file dsdata.txt to determine how the superseded data were derived.
 JY1821
 JY1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6170319645(NAD 83)
 JY1821_MARKER: DD = SURVEY DISK
 JY1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1821_SP_SET: CONCRETE POST
 JY1821_STAMPING: 32 AZ 1993
 JY1821_MARK LOGO: OH-023
 JY1821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1821+STABILITY: SURFACE MOTION
 JY1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1821+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1821
 JY1821  HISTORY     - Date     Condition        Report By
 JY1821  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1821
 JY1821                          STATION DESCRIPTION
 JY1821
 JY1821'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1821'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1821'TOWNSHIP ABOUT 2.2 MILES SOUTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1821'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG PROGRESS
 JY1821'DRIVE 0.3 MILES TO ITS INTERSECTION WITH SELMA ROAD.  TURN LEFT AND
 JY1821'PROCEED APPROXIMATELY 300 FEET TO ITS INTERSECTION WITH OLD SELMA
 JY1821'PIKE. TURN LEFT AND PROCEED SOUTHEAST ALONG OLD SELMA PIKE 0.3 TO ITS
 JY1821'INTERSECTION WITH EAST LETHEL LANE.  TURN LEFT AND PROCEED EAST ALONG
 JY1821'EAST LEFFEL LANE APPROXIMATELY 100 FEET TO THE MARK ON THE LEFT SOUTH
 JY1821'OF A BALL FIELD AND NORTHEAST OF RESIDENCE NUMBER 1707.
 JY1821'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1821'CONCRETE FLUSH WITH THE GROUND AND STAMPED 32 AZ 1993.
 JY1821'THE AZIMUTH MARK IS 17.75 FEET NORTH FROM THE CENTERLINE OF EAST
 JY1821'LEFFEL LANE, 52.95 FEET NORTHEAST FROM THE NORTHEAST CORNER OF
 JY1821'RESIDENCE NUMBER 1707, AND 82.80 FEET EAST FROM POWER POLE NUMBER
 JY1821'3762-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1822 ***********************************************************************
 JY1822  DESIGNATION -  CLARK 33
 JY1822  PID         -  JY1822
 JY1822  STATE/COUNTY-  OH/CLARK
 JY1822  USGS QUAD   -  CLIFTON (1988)
 JY1822
 JY1822                         *CURRENT SURVEY CONTROL
 JY1822  ___________________________________________________________________
 JY1822* NAD 83(1995)-  39 47 50.27803(N)    083 49 27.80580(W)     ADJUSTED  
 JY1822* NAVD 88     -       306.2    (meters)    1005.     (feet)  GPS OBS   
 JY1822  ___________________________________________________________________
 JY1822  X           -     527,914.170 (meters)                     COMP
 JY1822  Y           -  -4,878,875.540 (meters)                     COMP
 JY1822  Z           -   4,060,893.872 (meters)                     COMP
 JY1822  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 JY1822  ELLIP HEIGHT-         273.01  (meters)          (10/07/05) GPS OBS
 JY1822  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JY1822
 JY1822  HORZ ORDER  -  FIRST
 JY1822  ELLP ORDER  -  FOURTH    CLASS I
 JY1822
 JY1822.The horizontal coordinates were established by GPS observations
 JY1822.and adjusted by the National Geodetic Survey in April 1998..
 JY1822
 JY1822.The orthometric height was determined by GPS observations and a
 JY1822.high-resolution geoid model.
 JY1822
 JY1822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1822
 JY1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1822
 JY1822.The ellipsoidal height was determined by GPS observations
 JY1822.and is referenced to NAD 83.
 JY1822
 JY1822.The geoid height was determined by GEOID03.
 JY1822
 JY1822;                    North         East     Units Scale Factor Converg.
 JY1822;SPC OH S     -   200,358.827   486,579.889   MT  0.99996183   -0 50 25.3
 JY1822;UTM  17      - 4,409,076.504   258,181.637   MT  1.00031997   -1 48 31.3
 JY1822
 JY1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1822!SPC OH S     -   0.99995717  x   0.99996183  =   0.99991900
 JY1822!UTM  17      -   0.99995717  x   1.00031997  =   1.00027713
 JY1822
 JY1822                          SUPERSEDED SURVEY CONTROL
 JY1822
 JY1822  ELLIP H (04/01/98)  273.06   (m)                       GP(       ) 4 1
 JY1822  NAD 83(1986)-  39 47 50.28498(N)    083 49 27.81278(W) AD(       ) 1
 JY1822
 JY1822.Superseded values are not recommended for survey control.
 JY1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1822.See file dsdata.txt to determine how the superseded data were derived.
 JY1822
 JY1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5818209077(NAD 83)
 JY1822_MARKER: DD = SURVEY DISK
 JY1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1822_SP_SET: CONCRETE POST
 JY1822_STAMPING: 33 1993
 JY1822_MARK LOGO: OH-023
 JY1822_PROJECTION: FLUSH
 JY1822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1822+STABILITY: SURFACE MOTION
 JY1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1822+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 JY1822
 JY1822  HISTORY     - Date     Condition        Report By
 JY1822  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1822  HISTORY     - 20000420 GOOD             ATLTEC
 JY1822
 JY1822                          STATION DESCRIPTION
 JY1822
 JY1822'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1822'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GREEN TOWNSHIP IN THE
 JY1822'VILLAGE OF CLIFTON.
 JY1822'TO REACH THE STATION FROM THE INTERSECTION OF NORTH STREET AND
 JY1822'SPRINGFIELD-JAMESTOWN ROAD (STATE ROUTE 72) IN CLIFTON, PROCEED NORTH
 JY1822'ALONG SPRINGFIELD-JAMESTOWN ROAD (STATE ROUTE 72) 0.2 MILES TO THE
 JY1822'STATION ON THE RIGHT.
 JY1822'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1822'FLUSH WITH THE GROUND AND STAMPED 33 1993.
 JY1822'THE STATION IS APPROXIMATELY 17.0 FEET NORTH FROM THE COUNTY LINE,
 JY1822'41.50 FEET NORTHEAST FROM A PK NAIL IN THE CENTERLINE OF STATE ROUTE
 JY1822'72, 41.80 FEET SOUTHEAST FROM A PK NAIL IN THE CENTERLINE OF STATE
 JY1822'ROUTE 72, AND APPROXIMATELY 17 FEET PAST THE COUNTY LINE SIGN.
 JY1822
 JY1822                          STATION RECOVERY (2000)
 JY1822
 JY1822'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 JY1822'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1822'RECOVERED AS DESCRIBED
 JY1822' 
 JY1822'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2437 ***********************************************************************
 KZ2437  DESIGNATION -  CLARK 34
 KZ2437  PID         -  KZ2437
 KZ2437  STATE/COUNTY-  OH/CLARK
 KZ2437  USGS QUAD   -  URBANA EAST (1980)
 KZ2437
 KZ2437                         *CURRENT SURVEY CONTROL
 KZ2437  ___________________________________________________________________
 KZ2437* NAD 83(1995)-  40 00 20.87683(N)    083 42 47.16006(W)     ADJUSTED  
 KZ2437* NAVD 88     -       325.1    (meters)    1067.     (feet)  GPS OBS   
 KZ2437  ___________________________________________________________________
 KZ2437  X           -     535,765.133 (meters)                     COMP
 KZ2437  Y           -  -4,863,093.735 (meters)                     COMP
 KZ2437  Z           -   4,078,666.436 (meters)                     COMP
 KZ2437  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 KZ2437  ELLIP HEIGHT-         291.86  (meters)          (10/07/05) GPS OBS
 KZ2437  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KZ2437
 KZ2437  HORZ ORDER  -  FIRST
 KZ2437  ELLP ORDER  -  FOURTH    CLASS I
 KZ2437
 KZ2437.The horizontal coordinates were established by GPS observations
 KZ2437.and adjusted by the National Geodetic Survey in April 1998..
 KZ2437
 KZ2437.The orthometric height was determined by GPS observations and a
 KZ2437.high-resolution geoid model.
 KZ2437
 KZ2437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2437
 KZ2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2437
 KZ2437.The ellipsoidal height was determined by GPS observations
 KZ2437.and is referenced to NAD 83.
 KZ2437
 KZ2437.The geoid height was determined by GEOID03.
 KZ2437
 KZ2437;                    North         East     Units Scale Factor Converg.
 KZ2437;SPC OH S     -   223,372.583   496,421.142   MT  0.99999467   -0 46 11.0
 KZ2437;UTM  17      - 4,431,927.180   268,415.004   MT  1.00026029   -1 44 41.8
 KZ2437
 KZ2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2437!SPC OH S     -   0.99995422  x   0.99999467  =   0.99994889
 KZ2437!UTM  17      -   0.99995422  x   1.00026029  =   1.00021449
 KZ2437
 KZ2437                          SUPERSEDED SURVEY CONTROL
 KZ2437
 KZ2437  ELLIP H (04/01/98)  291.91   (m)                       GP(       ) 4 1
 KZ2437  NAD 83(1986)-  40 00 20.88361(N)    083 42 47.16745(W) AD(       ) 1
 KZ2437
 KZ2437.Superseded values are not recommended for survey control.
 KZ2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2437.See file dsdata.txt to determine how the superseded data were derived.
 KZ2437
 KZ2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6841531927(NAD 83)
 KZ2437_MARKER: DD = SURVEY DISK
 KZ2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2437_SP_SET: CONCRETE POST
 KZ2437_STAMPING: 34 1993
 KZ2437_MARK LOGO: OH-023
 KZ2437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2437+STABILITY: SURFACE MOTION
 KZ2437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2437+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KZ2437
 KZ2437  HISTORY     - Date     Condition        Report By
 KZ2437  HISTORY     - 1993     MONUMENTED       GEOMET
 KZ2437
 KZ2437                          STATION DESCRIPTION
 KZ2437
 KZ2437'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 KZ2437'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP
 KZ2437'ABOUT 7.7 MILES NORTHEAST OF THE CENTER OF SPRINGFIELD.
 KZ2437'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 KZ2437'LIMESTONE STREET IN SPRINGFIELD, PROCEED NORTH ALONG LIMESTONE STREET
 KZ2437'0.9 MILES TO ITS INTERSECTION WITH MCCREIGHT AVENUE/MECHANICSBURG
 KZ2437'ROAD.  TURN RIGHT AND PROCEED NORTHEAST ALONG MCCREIGHT
 KZ2437'AVENUE/MECHANICSBURG ROAD (STATE ROUTE 4) 7.4 MILES TO ITS
 KZ2437'INTERSECTION WITH PRAIRIE ROAD AND THE STATION ON THE LEFT IN THE
 KZ2437'NORTHWEST CORNER OF THE INTERSECTION AND OPPOSITE HOUSE NUMBER 5925
 KZ2437'PRAIRIE ROAD.
 KZ2437'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 KZ2437'FLUSH WITH THE GROUND AND STAMPED 34 1993.
 KZ2437'THE STATION IS 62.7 FEET NORTHEAST FROM A PK NAIL IN THE CENTERLINE OF
 KZ2437'PRAIRIE ROAD, 64.0 FEET NORTHWEST FROM A PK NAIL IN THE CENTERLINE OF
 KZ2437'STATE ROUTE 4, AND 78.60 FEET SOUTHEAST FROM A TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1823 ***********************************************************************
 JY1823  DESIGNATION -  CLARK 35
 JY1823  PID         -  JY1823
 JY1823  STATE/COUNTY-  OH/CLARK
 JY1823  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1823
 JY1823                         *CURRENT SURVEY CONTROL
 JY1823  ___________________________________________________________________
 JY1823* NAD 83(1995)-  39 58 32.68849(N)    083 44 53.88725(W)     ADJUSTED  
 JY1823* NAVD 88     -       323.3    (meters)    1061.     (feet)  GPS OBS   
 JY1823  ___________________________________________________________________
 JY1823  X           -     533,010.574 (meters)                     COMP
 JY1823  Y           -  -4,865,552.399 (meters)                     COMP
 JY1823  Z           -   4,076,108.622 (meters)                     COMP
 JY1823  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 JY1823  ELLIP HEIGHT-         290.02  (meters)          (10/07/05) GPS OBS
 JY1823  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JY1823
 JY1823  HORZ ORDER  -  FIRST
 JY1823  ELLP ORDER  -  FOURTH    CLASS I
 JY1823
 JY1823.The horizontal coordinates were established by GPS observations
 JY1823.and adjusted by the National Geodetic Survey in April 1998..
 JY1823
 JY1823.The orthometric height was determined by GPS observations and a
 JY1823.high-resolution geoid model.
 JY1823
 JY1823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1823
 JY1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1823
 JY1823.The ellipsoidal height was determined by GPS observations
 JY1823.and is referenced to NAD 83.
 JY1823
 JY1823.The geoid height was determined by GEOID03.
 JY1823
 JY1823;                    North         East     Units Scale Factor Converg.
 JY1823;SPC OH S     -   220,077.052   493,369.530   MT  0.99998911   -0 47 31.5
 JY1823;UTM  17      - 4,428,683.143   265,306.905   MT  1.00027814   -1 45 59.4
 JY1823
 JY1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1823!SPC OH S     -   0.99995450  x   0.99998911  =   0.99994361
 JY1823!UTM  17      -   0.99995450  x   1.00027814  =   1.00023263
 JY1823
 JY1823:                Primary Azimuth Mark                     Grid Az
 JY1823:SPC OH S     -  CLARK 95                                 241 35 53.7
 JY1823:UTM  17      -  CLARK 95                                 242 34 21.6
 JY1823
 JY1823|---------------------------------------------------------------------|
 JY1823| PID    Reference Object                     Distance      Geod. Az  |
 JY1823|                                                           dddmmss.s |
 JY1823| AE9340 CLARK 95                            APPROX. 0.7 KM 2404822.2 |
 JY1823| AE9342 CLARK 93                            APPROX. 1.2 KM 3353851.9 |
 JY1823|---------------------------------------------------------------------|
 JY1823
 JY1823                          SUPERSEDED SURVEY CONTROL
 JY1823
 JY1823  ELLIP H (04/01/98)  290.09   (m)                       GP(       ) 4 1
 JY1823  NAD 83(1986)-  39 58 32.69517(N)    083 44 53.89430(W) AD(       ) 1
 JY1823
 JY1823.Superseded values are not recommended for survey control.
 JY1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1823.See file dsdata.txt to determine how the superseded data were derived.
 JY1823
 JY1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6530728683(NAD 83)
 JY1823_MARKER: DD = SURVEY DISK
 JY1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1823_SP_SET: CONCRETE POST
 JY1823_STAMPING: 35 1993
 JY1823_MARK LOGO: OH-023
 JY1823_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1823+STABILITY: SURFACE MOTION
 JY1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1823+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1996
 JY1823
 JY1823  HISTORY     - Date     Condition        Report By
 JY1823  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1823  HISTORY     - 19960424 GOOD             ATLTEC
 JY1823
 JY1823                          STATION DESCRIPTION
 JY1823
 JY1823'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1823'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD ABOUT 4.6
 JY1823'MILES NORTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1823'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1823'MAIN STREET IN SPRINGFIELD, PROCEED NORTH ALONG LIMESTONE STREET 0.9
 JY1823'MILES TO ITS INTERSECTION WITH MCCREIGHT AVENUE.  TURN RIGHT AND
 JY1823'PROCEED NORTHEAST ALONG MCCREIGHT AVENUE AND THEN MECHANICSBURG ROAD
 JY1823'(STATE ROUTE 4) 4.5 MILES TO ITS INTERSECTION WITH STATE ROUTE 334
 JY1823'AND THE STATION ON THE LEFT IN THE SOUTHWEST CORNER OF THE
 JY1823'INTERSECTION.
 JY1823'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1823'FLUSH WITH THE GROUND AND STAMPED 35 1993.
 JY1823'THE STATION IS 26.10 FEET NORTHWEST FROM A CATCH BASIN, 61.88 FEET
 JY1823'NORTHWEST FROM A PK NAIL IN THE CENTERLINE OF STATE ROUTE 4, AND 67.5
 JY1823'FEET SOUTHWEST FROM A PK NAIL IN THE CENTERLINE OF STATE ROUTE 334.
 JY1823
 JY1823                          STATION RECOVERY (1996)
 JY1823
 JY1823'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1996 (WEH)
 JY1823'DESCRIBED BY GEOMETRICS GPS INCORPORATED.  THE STATION IS LOCATED IN
 JY1823'CLARK COUNTY, OHIO IN MOOREFIELD ABOUT 4.6 MILES (7.4 KM) NORTHEAST OF
 JY1823'THE CENTER OF SPRINGFIELD.  TO REACH THE STATION FROM THE INTERSECTION
 JY1823'OF LIMESTONE STREET AND MAIN STREET IN SPRINGFIELD, PROCEED NORTH
 JY1823'ALONG LIMESTONE STREET 0.9 MILES (1.4 KM) TO ITS INTERSECTION WITH
 JY1823'MCCREIGHT AVENUE.  TURN RIGHT AND PROCEED NORTHEAST ALONG MCCREIGHT
 JY1823'AVENUE AND THEN MECHANICSBURG ROAD (STATE ROUTE 4) 4.5 MILES (7.2 KM)
 JY1823'TO ITS INTERSECTION WITH STATE ROUTE 334 AND THE STATION ON THE LEFT
 JY1823'IN THE SOUTHWEST CORNER OF THE INTERSECTION.  THE STATION IS A 3.25
 JY1823'INCH DIAMETER ALUMINUM CLARK COUNTY ENGINEER SURVEY DISK SET IN
 JY1823'CONCRETE FLUSH WITH THE GROUND AND STAMPED 35 1993.  THE STATION IS
 JY1823'26.1 FEET (8.0 M) NORTHWEST FROM A CATCH BASIN, 61.88 FEET (18.86 M)
 JY1823'NORTHWEST FROM A PK NAIL IN THE CENTERLINE OF STATE ROUTE 4 AND 67.5
 JY1823'FEET (20.6 M) SOUTHWEST FROM A PK NAIL IN THE CENTERLINE OF STATE
 JY1823'ROUTE 334.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1824 ***********************************************************************
 JY1824  DESIGNATION -  CLARK 36
 JY1824  PID         -  JY1824
 JY1824  STATE/COUNTY-  OH/CLARK
 JY1824  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1824
 JY1824                         *CURRENT SURVEY CONTROL
 JY1824  ___________________________________________________________________
 JY1824* NAD 83(1995)-  39 57 35.84950(N)    083 40 47.56101(W)     ADJUSTED  
 JY1824* NAVD 88     -       344.1    (meters)    1129.     (feet)  GPS OBS   
 JY1824  ___________________________________________________________________
 JY1824  X           -     538,946.487 (meters)                     COMP
 JY1824  Y           -  -4,866,047.663 (meters)                     COMP
 JY1824  Z           -   4,074,778.452 (meters)                     COMP
 JY1824  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 JY1824  ELLIP HEIGHT-         310.97  (meters)          (10/07/05) GPS OBS
 JY1824  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JY1824
 JY1824  HORZ ORDER  -  FIRST
 JY1824  ELLP ORDER  -  FOURTH    CLASS I
 JY1824
 JY1824.The horizontal coordinates were established by GPS observations
 JY1824.and adjusted by the National Geodetic Survey in April 1998..
 JY1824
 JY1824.The orthometric height was determined by GPS observations and a
 JY1824.high-resolution geoid model.
 JY1824
 JY1824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1824
 JY1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1824
 JY1824.The ellipsoidal height was determined by GPS observations
 JY1824.and is referenced to NAD 83.
 JY1824
 JY1824.The geoid height was determined by GEOID03.
 JY1824
 JY1824;                    North         East     Units Scale Factor Converg.
 JY1824;SPC OH S     -   218,245.565   499,191.085   MT  0.99998631   -0 44 55.2
 JY1824;UTM  17      - 4,426,752.450   271,098.077   MT  1.00024508   -1 43 18.9
 JY1824
 JY1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1824!SPC OH S     -   0.99995122  x   0.99998631  =   0.99993753
 JY1824!UTM  17      -   0.99995122  x   1.00024508  =   1.00019629
 JY1824
 JY1824:                Primary Azimuth Mark                     Grid Az
 JY1824:SPC OH S     -  CLARK 200                                008 07 44.0
 JY1824:UTM  17      -  CLARK 200                                009 06 07.7
 JY1824
 JY1824|---------------------------------------------------------------------|
 JY1824| PID    Reference Object                     Distance      Geod. Az  |
 JY1824|                                                           dddmmss.s |
 JY1824| DF6258 CLARK 200                           APPROX. 1.2 KM 0072248.8 |
 JY1824| DF6259 CLARK 201                           APPROX. 1.8 KM 1854107.3 |
 JY1824|---------------------------------------------------------------------|
 JY1824
 JY1824                          SUPERSEDED SURVEY CONTROL
 JY1824
 JY1824  ELLIP H (04/01/98)  311.04   (m)                       GP(       ) 4 1
 JY1824  NAD 83(1986)-  39 57 35.85630(N)    083 40 47.56836(W) AD(       ) 1
 JY1824
 JY1824.Superseded values are not recommended for survey control.
 JY1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1824.See file dsdata.txt to determine how the superseded data were derived.
 JY1824
 JY1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7109826752(NAD 83)
 JY1824_MARKER: DD = SURVEY DISK
 JY1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1824_SP_SET: CONCRETE POST
 JY1824_STAMPING: 36 1993
 JY1824_MARK LOGO: OH-023
 JY1824_PROJECTION: FLUSH
 JY1824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1824+STABILITY: SURFACE MOTION
 JY1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1824+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1999
 JY1824
 JY1824  HISTORY     - Date     Condition        Report By
 JY1824  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1824  HISTORY     - 19990407 GOOD             ATLTEC
 JY1824
 JY1824                          STATION DESCRIPTION
 JY1824
 JY1824'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1824'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP
 JY1824'ABOUT 7.2 MILES NORTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1824'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1824'MAIN STREET IN SPRINGFIELD, PROCEED EAST ALONG MAIN STREET 2.0 MILES
 JY1824'UNTIL IT TURNS INTO EAST NATIONAL ROAD (US 40).  CONTINUE EAST ALONG
 JY1824'EAST NATIONAL ROAD (U.S. 40) 4.0 MILES TO ITS INTERSECTION WITH
 JY1824'BOWMAN ROAD.  TURN LEFT AND PROCEED NORTH ALONG BOWMAN ROAD 1.3 MILES
 JY1824'TO WHERE IT TURNS INTO MAHAR ROAD.  CONTINUE NORTH ALONG MAHAR ROAD
 JY1824'1.4 MILES TO ITS INTERSECTION WITH YEAZELL ROAD AND THE STATION ON
 JY1824'THE LEFT IN THE NORTHWEST CORNER OF THE INTERSECTION NEAR HOUSE
 JY1824'NUMBER 2955.
 JY1824'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1824'FLUSH WITH THE GROUND AND STAMPED 36 1993.
 JY1824'THE STATION IS 21.96 FEET WEST FROM A PK NAIL IN THE CENTERLINE OF
 JY1824'MAHR ROAD, 46.90 FEET NORTHWEST FROM A RAIL ROAD SPIKE IN THE
 JY1824'CENTERLINE OF THE INTERSECTION, AND 42.8 FEET NORTH FROM THE
 JY1824'CENTERLINE OF YEAZELL ROAD.
 JY1824
 JY1824                          STATION RECOVERY (1999)
 JY1824
 JY1824'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1824'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1824'RECOVERED AS DESCRIBED
 JY1824' 
 JY1824' 
 JY1824'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1825 ***********************************************************************
 JY1825  DESIGNATION -  CLARK 37
 JY1825  PID         -  JY1825
 JY1825  STATE/COUNTY-  OH/CLARK
 JY1825  USGS QUAD   -  SPRINGFIELD (1981)
 JY1825
 JY1825                         *CURRENT SURVEY CONTROL
 JY1825  ___________________________________________________________________
 JY1825* NAD 83(1995)-  39 57 02.08301(N)    083 45 32.78100(W)     ADJUSTED  
 JY1825* NAVD 88     -       294.7    (meters)     967.     (feet)  GPS OBS   
 JY1825  ___________________________________________________________________
 JY1825  X           -     532,285.854 (meters)                     COMP
 JY1825  Y           -  -4,867,415.383 (meters)                     COMP
 JY1825  Z           -   4,073,948.283 (meters)                     COMP
 JY1825  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 JY1825  ELLIP HEIGHT-         261.43  (meters)          (10/07/05) GPS OBS
 JY1825  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JY1825
 JY1825  HORZ ORDER  -  FIRST
 JY1825  ELLP ORDER  -  FOURTH    CLASS I
 JY1825
 JY1825.The horizontal coordinates were established by GPS observations
 JY1825.and adjusted by the National Geodetic Survey in April 1998..
 JY1825
 JY1825.The orthometric height was determined by GPS observations and a
 JY1825.high-resolution geoid model.
 JY1825
 JY1825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1825
 JY1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1825
 JY1825.The ellipsoidal height was determined by GPS observations
 JY1825.and is referenced to NAD 83.
 JY1825
 JY1825.The geoid height was determined by GEOID03.
 JY1825
 JY1825;                    North         East     Units Scale Factor Converg.
 JY1825;SPC OH S     -   217,295.651   492,407.758   MT  0.99998468   -0 47 56.1
 JY1825;UTM  17      - 4,425,917.679   264,297.695   MT  1.00028399   -1 46 21.0
 JY1825
 JY1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1825!SPC OH S     -   0.99995899  x   0.99998468  =   0.99994367
 JY1825!UTM  17      -   0.99995899  x   1.00028399  =   1.00024297
 JY1825
 JY1825:                Primary Azimuth Mark                     Grid Az
 JY1825:SPC OH S     -  CLARK 82                                 353 26 59.1
 JY1825:UTM  17      -  CLARK 82                                 354 25 24.0
 JY1825
 JY1825|---------------------------------------------------------------------|
 JY1825| PID    Reference Object                     Distance      Geod. Az  |
 JY1825|                                                           dddmmss.s |
 JY1825| JY1878 CLARK 82                            APPROX. 1.1 KM 3523903.0 |
 JY1825|---------------------------------------------------------------------|
 JY1825
 JY1825                          SUPERSEDED SURVEY CONTROL
 JY1825
 JY1825  ELLIP H (04/01/98)  261.49   (m)                       GP(       ) 4 1
 JY1825  NAD 83(1986)-  39 57 02.08977(N)    083 45 32.78798(W) AD(       ) 1
 JY1825
 JY1825.Superseded values are not recommended for survey control.
 JY1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1825.See file dsdata.txt to determine how the superseded data were derived.
 JY1825
 JY1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6429825918(NAD 83)
 JY1825_MARKER: DD = SURVEY DISK
 JY1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1825_SP_SET: CONCRETE POST
 JY1825_STAMPING: 37 1993
 JY1825_MARK LOGO: OH-023
 JY1825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1825+STABILITY: SURFACE MOTION
 JY1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1825+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1825
 JY1825  HISTORY     - Date     Condition        Report By
 JY1825  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1825
 JY1825                          STATION DESCRIPTION
 JY1825
 JY1825'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1825'THE STATION IS LOCATED IN CLARK COUNTY, OHIO ON THE SPRINGFIELD AND
 JY1825'MOOREFIELD TOWNSHIP LINE ABOUT 3.0 MILES NORTHEAST OF THE CENTER OF
 JY1825'SPRINGFIELD.
 JY1825'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1825'MAIN STREET IN SPRINGFIELD, PROCEED NORTH ALONG LIMESTONE STREET 1.0
 JY1825'MILES TO ITS INTERSECTION WITH MCCREIGHT AVENUE.  TURN RIGHT AND
 JY1825'PROCEED NORTHEAST ALONG MCCREIGHT AVENUE 2.8 MILES TO ITS
 JY1825'INTERSECTION WITH CROPT ROAD.  TURN RIGHT AND PROCEED EAST ALONG
 JY1825'CROPT ROAD 0.3 MILES TO THE STATION ON THE LEFT SOUTH OF AN
 JY1825'IRRIGATION DITCH.
 JY1825'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1825'FLUSH WITH THE GROUND AND STAMPED 37 1993.
 JY1825'THE STATION IS 25.85 FEET NORTH FROM A NAIL IN THE EDGE OF THE
 JY1825'PAVEMENT, 42.50 FEET NORTHWEST FROM A NAIL IN THE CENTERLINE OF CROPT
 JY1825'ROAD, 42.94 FEET NORTHEAST FROM A NAIL IN THE CENTERLINE OF CROPT
 JY1825'ROAD, AND APPROXIMATELY 203.0 FEET NORTHEAST FROM A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1826 ***********************************************************************
 JY1826  DESIGNATION -  CLARK 38
 JY1826  PID         -  JY1826
 JY1826  STATE/COUNTY-  OH/CLARK
 JY1826  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1826
 JY1826                         *CURRENT SURVEY CONTROL
 JY1826  ___________________________________________________________________
 JY1826* NAD 83(1995)-  39 55 24.22102(N)    083 43 18.87539(W)     ADJUSTED  
 JY1826* NAVD 88     -       319.3    (meters)    1048.     (feet)  GPS OBS   
 JY1826  ___________________________________________________________________
 JY1826  X           -     535,659.598 (meters)                     COMP
 JY1826  Y           -  -4,869,013.699 (meters)                     COMP
 JY1826  Z           -   4,071,649.753 (meters)                     COMP
 JY1826  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 JY1826  ELLIP HEIGHT-         286.15  (meters)          (10/07/05) GPS OBS
 JY1826  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JY1826
 JY1826  HORZ ORDER  -  FIRST
 JY1826  ELLP ORDER  -  FOURTH    CLASS I
 JY1826
 JY1826.The horizontal coordinates were established by GPS observations
 JY1826.and adjusted by the National Geodetic Survey in April 1998..
 JY1826
 JY1826.The orthometric height was determined by GPS observations and a
 JY1826.high-resolution geoid model.
 JY1826
 JY1826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1826
 JY1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1826
 JY1826.The ellipsoidal height was determined by GPS observations
 JY1826.and is referenced to NAD 83.
 JY1826
 JY1826.The geoid height was determined by GEOID03.
 JY1826
 JY1826;                    North         East     Units Scale Factor Converg.
 JY1826;SPC OH S     -   214,233.995   495,545.166   MT  0.99998010   -0 46 31.2
 JY1826;UTM  17      - 4,422,802.280   267,383.567   MT  1.00026620   -1 44 51.4
 JY1826
 JY1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1826!SPC OH S     -   0.99995511  x   0.99998010  =   0.99993521
 JY1826!UTM  17      -   0.99995511  x   1.00026620  =   1.00022130
 JY1826
 JY1826:                Primary Azimuth Mark                     Grid Az
 JY1826:SPC OH S     -  CLARK 38 AZ MK                           267 25 59.9
 JY1826:UTM  17      -  CLARK 38 AZ MK                           268 24 20.1
 JY1826
 JY1826|---------------------------------------------------------------------|
 JY1826| PID    Reference Object                     Distance      Geod. Az  |
 JY1826|                                                           dddmmss.s |
 JY1826| JY1827 CLARK 38 AZ MK                      APPROX. 0.8 KM 2663928.7 |
 JY1826|---------------------------------------------------------------------|
 JY1826
 JY1826                          SUPERSEDED SURVEY CONTROL
 JY1826
 JY1826  ELLIP H (04/01/98)  286.19   (m)                       GP(       ) 4 1
 JY1826  NAD 83(1986)-  39 55 24.22784(N)    083 43 18.88266(W) AD(       ) 1
 JY1826
 JY1826.Superseded values are not recommended for survey control.
 JY1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1826.See file dsdata.txt to determine how the superseded data were derived.
 JY1826
 JY1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6738422802(NAD 83)
 JY1826_MARKER: DD = SURVEY DISK
 JY1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1826_SP_SET: CONCRETE POST
 JY1826_STAMPING: 38 1993
 JY1826_MARK LOGO: OH-023
 JY1826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1826+STABILITY: SURFACE MOTION
 JY1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1826+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1826
 JY1826  HISTORY     - Date     Condition        Report By
 JY1826  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1826
 JY1826                          STATION DESCRIPTION
 JY1826
 JY1826'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1826'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1826'ABOUT 4.6 MILES EAST OF THE CENTER OF SPRINGFIELD.
 JY1826'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1826'MAIN STREET IN SPRINGFIELD, PROCEED EAST ALONG MAIN STREET 4.6 MILES
 JY1826'TO ITS INTERSECTION WITH REDMOND ROAD AND THE STATION ON THE LEFT IN
 JY1826'THE NORTHEAST CORNER OF THE INTERSECTION  OF WESTBOUND U.S. 40 AND
 JY1826'REDMOND ROAD AND OPPOSITE THE HIGHWAY PATROL.
 JY1826'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1826'FLUSH WITH THE GROUND AND STAMPED 38 1993.
 JY1826'THE STATION IS APPROXIMATELY 13.0 FEET NORTH FROM THE EDGE OF PAVEMENT
 JY1826'OF U.S. 40, 66.7 FEET EAST FROM A NAIL IN THE CENTERLINE OF REDMOND
 JY1826'ROAD, AND 71.80 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 JY1826'TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1827 ***********************************************************************
 JY1827  DESIGNATION -  CLARK 38 AZ MK
 JY1827  PID         -  JY1827
 JY1827  STATE/COUNTY-  OH/CLARK
 JY1827  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1827
 JY1827                         *CURRENT SURVEY CONTROL
 JY1827  ___________________________________________________________________
 JY1827* NAD 83(1995)-  39 55 22.79799(N)    083 43 50.49867(W)     ADJUSTED  
 JY1827* NAVD 88     -       324.0    (meters)    1063.     (feet)  GPS OBS   
 JY1827  ___________________________________________________________________
 JY1827  X           -     534,916.569 (meters)                     COMP
 JY1827  Y           -  -4,869,127.302 (meters)                     COMP
 JY1827  Z           -   4,071,619.069 (meters)                     COMP
 JY1827  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 JY1827  ELLIP HEIGHT-         290.79  (meters)          (10/07/05) GPS OBS
 JY1827  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JY1827
 JY1827  HORZ ORDER  -  FIRST
 JY1827  ELLP ORDER  -  FOURTH    CLASS I
 JY1827
 JY1827.The horizontal coordinates were established by GPS observations
 JY1827.and adjusted by the National Geodetic Survey in April 1998..
 JY1827
 JY1827.The orthometric height was determined by GPS observations and a
 JY1827.high-resolution geoid model.
 JY1827
 JY1827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1827
 JY1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1827
 JY1827.The ellipsoidal height was determined by GPS observations
 JY1827.and is referenced to NAD 83.
 JY1827
 JY1827.The geoid height was determined by GEOID03.
 JY1827
 JY1827;                    North         East     Units Scale Factor Converg.
 JY1827;SPC OH S     -   214,200.308   494,793.694   MT  0.99998003   -0 46 51.2
 JY1827;UTM  17      - 4,422,781.344   266,631.415   MT  1.00027051   -1 45 11.6
 JY1827
 JY1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1827!SPC OH S     -   0.99995438  x   0.99998003  =   0.99993441
 JY1827!UTM  17      -   0.99995438  x   1.00027051  =   1.00022488
 JY1827
 JY1827:                Primary Azimuth Mark                     Grid Az
 JY1827:SPC OH S     -  CLARK 38                                 087 25 59.6
 JY1827:UTM  17      -  CLARK 38                                 088 24 20.0
 JY1827
 JY1827|---------------------------------------------------------------------|
 JY1827| PID    Reference Object                     Distance      Geod. Az  |
 JY1827|                                                           dddmmss.s |
 JY1827| JY1826 CLARK 38                            APPROX. 0.8 KM 0863908.4 |
 JY1827|---------------------------------------------------------------------|
 JY1827
 JY1827                          SUPERSEDED SURVEY CONTROL
 JY1827
 JY1827  ELLIP H (04/01/98)  290.83   (m)                       GP(       ) 4 1
 JY1827  NAD 83(1986)-  39 55 22.80481(N)    083 43 50.50594(W) AD(       ) 1
 JY1827
 JY1827.Superseded values are not recommended for survey control.
 JY1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1827.See file dsdata.txt to determine how the superseded data were derived.
 JY1827
 JY1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6663122781(NAD 83)
 JY1827_MARKER: DD = SURVEY DISK
 JY1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1827_SP_SET: CONCRETE POST
 JY1827_STAMPING: 38 AZ 1993
 JY1827_MARK LOGO: OH-023
 JY1827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1827+STABILITY: SURFACE MOTION
 JY1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1827+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1827
 JY1827  HISTORY     - Date     Condition        Report By
 JY1827  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1827
 JY1827                          STATION DESCRIPTION
 JY1827
 JY1827'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1827'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1827'TOWNSHIP ABOUT 4.2 MILES WEST OF THE CENTER OF SPRINGFIELD.
 JY1827'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG U.S. 40
 JY1827'0.45 MILES TO THE MARK ON THE LEFT ON A SMALL HILL AND WEST OF A
 JY1827'DRIVE-IN THEATER AND SOUTH OF THE EASTBOUND LANE OF U.S. 40.
 JY1827'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1827'CONCRETE FLUSH WITH THE GROUND AND STAMPED 38 AZ 1993.
 JY1827'THE AZIMUTH MARK IS 18.50 FEET EAST FROM POWER POLE NUMBER 143HA71,
 JY1827'28.65 FEET SOUTH FROM THE EDGE OF THE PAVEMENT OF EASTBOUND U.S. 40,
 JY1827'AND APPROXIMATELY 118.0 FEET WEST FROM THE CENTERLINE OF A FIELD
 JY1827'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1828 ***********************************************************************
 JY1828  DESIGNATION -  CLARK 39
 JY1828  PID         -  JY1828
 JY1828  STATE/COUNTY-  OH/CLARK
 JY1828  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1828
 JY1828                         *CURRENT SURVEY CONTROL
 JY1828  ___________________________________________________________________
 JY1828* NAD 83(1995)-  39 53 40.32730(N)    083 44 01.46378(W)     ADJUSTED  
 JY1828* NAVD 88     -       319.6    (meters)    1049.     (feet)  GPS OBS   
 JY1828  ___________________________________________________________________
 JY1828  X           -     534,878.684 (meters)                     COMP
 JY1828  Y           -  -4,871,168.032 (meters)                     COMP
 JY1828  Z           -   4,069,191.893 (meters)                     COMP
 JY1828  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 JY1828  ELLIP HEIGHT-         286.44  (meters)          (10/07/05) GPS OBS
 JY1828  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JY1828
 JY1828  HORZ ORDER  -  FIRST
 JY1828  ELLP ORDER  -  FOURTH    CLASS I
 JY1828
 JY1828.The horizontal coordinates were established by GPS observations
 JY1828.and adjusted by the National Geodetic Survey in April 1998..
 JY1828
 JY1828.The orthometric height was determined by GPS observations and a
 JY1828.high-resolution geoid model.
 JY1828
 JY1828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1828
 JY1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1828
 JY1828.The ellipsoidal height was determined by GPS observations
 JY1828.and is referenced to NAD 83.
 JY1828
 JY1828.The geoid height was determined by GEOID03.
 JY1828
 JY1828;                    North         East     Units Scale Factor Converg.
 JY1828;SPC OH S     -   211,043.778   494,490.155   MT  0.99997549   -0 46 58.2
 JY1828;UTM  17      - 4,419,629.490   266,274.277   MT  1.00027257   -1 45 14.9
 JY1828
 JY1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1828!SPC OH S     -   0.99995507  x   0.99997549  =   0.99993056
 JY1828!UTM  17      -   0.99995507  x   1.00027257  =   1.00022762
 JY1828
 JY1828:                Primary Azimuth Mark                     Grid Az
 JY1828:SPC OH S     -  CLARK 39 AZ MK                           074 04 35.8
 JY1828:UTM  17      -  CLARK 39 AZ MK                           075 02 52.5
 JY1828
 JY1828|---------------------------------------------------------------------|
 JY1828| PID    Reference Object                     Distance      Geod. Az  |
 JY1828|                                                           dddmmss.s |
 JY1828| JY1829 CLARK 39 AZ MK                      APPROX. 0.8 KM 0731737.6 |
 JY1828| JY1868 CLARK 75                            APPROX. 1.4 KM 3122511.4 |
 JY1828|---------------------------------------------------------------------|
 JY1828
 JY1828                          SUPERSEDED SURVEY CONTROL
 JY1828
 JY1828  ELLIP H (04/01/98)  286.49   (m)                       GP(       ) 4 1
 JY1828  NAD 83(1986)-  39 53 40.33421(N)    083 44 01.47082(W) AD(       ) 1
 JY1828
 JY1828.Superseded values are not recommended for survey control.
 JY1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1828.See file dsdata.txt to determine how the superseded data were derived.
 JY1828
 JY1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6627419629(NAD 83)
 JY1828_MARKER: DD = SURVEY DISK
 JY1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1828_SP_SET: CONCRETE POST
 JY1828_STAMPING: 39 1993
 JY1828_MARK LOGO: OH-023
 JY1828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1828+STABILITY: SURFACE MOTION
 JY1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1828+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1828
 JY1828  HISTORY     - Date     Condition        Report By
 JY1828  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1828
 JY1828                          STATION DESCRIPTION
 JY1828
 JY1828'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1828'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1828'ABOUT 4.5 MILES SOUTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1828'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1828'MAIN STREET IN SPRINGFIELD, PROCEED SOUTH ALONG LIMESTONE STREET 0.1
 JY1828'MILES TO ITS INTERSECTION WITH HIGH STREET (STATE ROUTE 41).  TURN
 JY1828'LEFT AND PROCEED EAST ALONG HIGH STREET (STATE ROUTE 41)
 JY1828'APPROXIMATELY 3.5 MILES TO ITS INTERSECTION WITH SOUTH BIRD ROAD.
 JY1828'TURN RIGHT AND PROCEED SOUTH ALONG SOUTH BIRD ROAD 1.0 MILES TO ITS
 JY1828'INTERSECTION WITH LAYBOURNE ROAD.  TURN LEFT AND PROCEED EAST ALONG
 JY1828'LAYBOURNE ROAD 0.7 MILES TO THE FRONT OF COUNTY ENGINEERS OFFICE AND
 JY1828'THE STATION ON THE RIGHT ACROSS FROM THE FAIRGROUND GATE D.
 JY1828'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1828'FLUSH WITH THE GROUND AND STAMPED 39 1993.
 JY1828'THE STATION IS 25.61 SOUTH FROM A POWER POLE, 35.20 FEET WEST FROM A
 JY1828'PK NAIL IN THE CENTERLINE OF THE DRIVEWAY TO THE ENGINEERS OFFICE,
 JY1828'AND 58.62 FEET SOUTHEAST FROM A PK NAIL IN THE CENTERLINE OF
 JY1828'LAYBOURNE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1829 ***********************************************************************
 JY1829  DESIGNATION -  CLARK 39 AZ MK
 JY1829  PID         -  JY1829
 JY1829  STATE/COUNTY-  OH/CLARK
 JY1829  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1829
 JY1829                         *CURRENT SURVEY CONTROL
 JY1829  ___________________________________________________________________
 JY1829* NAD 83(1995)-  39 53 47.94748(N)    083 43 28.49550(W)     ADJUSTED  
 JY1829* NAVD 88     -       322.0    (meters)    1056.     (feet)  GPS OBS   
 JY1829  ___________________________________________________________________
 JY1829  X           -     535,640.986 (meters)                     COMP
 JY1829  Y           -  -4,870,934.500 (meters)                     COMP
 JY1829  Z           -   4,069,373.786 (meters)                     COMP
 JY1829  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 JY1829  ELLIP HEIGHT-         288.89  (meters)          (10/07/05) GPS OBS
 JY1829  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JY1829
 JY1829  HORZ ORDER  -  FIRST
 JY1829  ELLP ORDER  -  FOURTH    CLASS I
 JY1829
 JY1829.The horizontal coordinates were established by GPS observations
 JY1829.and adjusted by the National Geodetic Survey in April 1998..
 JY1829
 JY1829.The orthometric height was determined by GPS observations and a
 JY1829.high-resolution geoid model.
 JY1829
 JY1829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1829
 JY1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1829
 JY1829.The ellipsoidal height was determined by GPS observations
 JY1829.and is referenced to NAD 83.
 JY1829
 JY1829.The geoid height was determined by GEOID03.
 JY1829
 JY1829;                    North         East     Units Scale Factor Converg.
 JY1829;SPC OH S     -   211,268.114   495,276.477   MT  0.99997582   -0 46 37.3
 JY1829;UTM  17      - 4,419,840.527   267,064.522   MT  1.00026803   -1 44 54.0
 JY1829
 JY1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1829!SPC OH S     -   0.99995468  x   0.99997582  =   0.99993050
 JY1829!UTM  17      -   0.99995468  x   1.00026803  =   1.00022270
 JY1829
 JY1829:                Primary Azimuth Mark                     Grid Az
 JY1829:SPC OH S     -  CLARK 39                                 254 04 36.0
 JY1829:UTM  17      -  CLARK 39                                 255 02 52.7
 JY1829
 JY1829|---------------------------------------------------------------------|
 JY1829| PID    Reference Object                     Distance      Geod. Az  |
 JY1829|                                                           dddmmss.s |
 JY1829| JY1828 CLARK 39                            APPROX. 0.8 KM 2531758.7 |
 JY1829|---------------------------------------------------------------------|
 JY1829
 JY1829                          SUPERSEDED SURVEY CONTROL
 JY1829
 JY1829  ELLIP H (04/01/98)  288.94   (m)                       GP(       ) 4 1
 JY1829  NAD 83(1986)-  39 53 47.95440(N)    083 43 28.50254(W) AD(       ) 1
 JY1829
 JY1829.Superseded values are not recommended for survey control.
 JY1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1829.See file dsdata.txt to determine how the superseded data were derived.
 JY1829
 JY1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6706519841(NAD 83)
 JY1829_MARKER: DD = SURVEY DISK
 JY1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1829_SP_SET: CONCRETE POST
 JY1829_STAMPING: 39 AZ 1993
 JY1829_MARK LOGO: OH-023
 JY1829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1829+STABILITY: SURFACE MOTION
 JY1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1829+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1829
 JY1829  HISTORY     - Date     Condition        Report By
 JY1829  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1829
 JY1829                          STATION DESCRIPTION
 JY1829
 JY1829'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1829'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1829'TOWNSHIP ABOUT 4.6 MILES SOUTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1829'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTHEAST ALONG
 JY1829'LAYBOURNE ROAD 0.5 MILES TO ITS INTERSECTION WITH I-70 WEST BOUND
 JY1829'ENTRANCE RAMP AND THE MARK ON THE LEFT.
 JY1829'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1829'CONCRETE FLUSH WITH THE GROUND AND STAMPED 39 AZ 1993.
 JY1829'THE AZIMUTH MARK IS 14.78 FEET WEST FROM A NAIL IN THE EDGE OF THE
 JY1829'PAVEMENT OF THE RAMP, 19.5 FEET NORTH FROM THE NORTHWEST CORNER OF AN
 JY1829'ELECTRIC BOX, AND 61.9 FEET SOUTHEAST FROM A CHAIN LINK FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3694 ***********************************************************************
 JZ3694  DESIGNATION -  CLARK 4
 JZ3694  PID         -  JZ3694
 JZ3694  STATE/COUNTY-  OH/CLARK
 JZ3694  USGS QUAD   -  NEW CARLISLE (1984)
 JZ3694
 JZ3694                         *CURRENT SURVEY CONTROL
 JZ3694  ___________________________________________________________________
 JZ3694* NAD 83(1995)-  39 57 06.33128(N)    084 02 39.15926(W)     ADJUSTED  
 JZ3694* NAVD 88     -       287.9    (meters)     945.     (feet)  GPS OBS   
 JZ3694  ___________________________________________________________________
 JZ3694  X           -     508,049.729 (meters)                     COMP
 JZ3694  Y           -  -4,869,914.944 (meters)                     COMP
 JZ3694  Z           -   4,074,044.398 (meters)                     COMP
 JZ3694  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 JZ3694  ELLIP HEIGHT-         254.68  (meters)          (10/07/05) GPS OBS
 JZ3694  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JZ3694
 JZ3694  HORZ ORDER  -  FIRST
 JZ3694  ELLP ORDER  -  FOURTH    CLASS I
 JZ3694
 JZ3694.The horizontal coordinates were established by GPS observations
 JZ3694.and adjusted by the National Geodetic Survey in April 1998..
 JZ3694
 JZ3694.The orthometric height was determined by GPS observations and a
 JZ3694.high-resolution geoid model.
 JZ3694
 JZ3694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3694
 JZ3694.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3694
 JZ3694.The ellipsoidal height was determined by GPS observations
 JZ3694.and is referenced to NAD 83.
 JZ3694
 JZ3694.The geoid height was determined by GEOID03.
 JZ3694
 JZ3694;                    North         East     Units Scale Factor Converg.
 JZ3694;SPC OH S     -   217,804.826   468,049.553   MT  0.99998488   -0 58 47.4
 JZ3694;UTM  16      - 4,426,587.288   752,502.585   MT  1.00038498   +1 53 56.5
 JZ3694;UTM  17      - 4,426,841.534   239,942.613   MT  1.00043266   -1 57 21.3
 JZ3694
 JZ3694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3694!SPC OH S     -   0.99996005  x   0.99998488  =   0.99994493
 JZ3694!UTM  16      -   0.99996005  x   1.00038498  =   1.00034501
 JZ3694!UTM  17      -   0.99996005  x   1.00043266  =   1.00039269
 JZ3694
 JZ3694                          SUPERSEDED SURVEY CONTROL
 JZ3694
 JZ3694  ELLIP H (04/01/98)  254.73   (m)                       GP(       ) 4 1
 JZ3694  NAD 83(1986)-  39 57 06.33799(N)    084 02 39.16375(W) AD(       ) 1
 JZ3694
 JZ3694.Superseded values are not recommended for survey control.
 JZ3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3694.See file dsdata.txt to determine how the superseded data were derived.
 JZ3694
 JZ3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5250326587(NAD 83)
 JZ3694_MARKER: DD = SURVEY DISK
 JZ3694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3694_SP_SET: CONCRETE POST
 JZ3694_STAMPING: 4 1993
 JZ3694_MARK LOGO: OH-023
 JZ3694_PROJECTION: FLUSH
 JZ3694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3694+STABILITY: SURFACE MOTION
 JZ3694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3694+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3694
 JZ3694  HISTORY     - Date     Condition        Report By
 JZ3694  HISTORY     - 1993     MONUMENTED       GEOMET
 JZ3694  HISTORY     - 19980813 GOOD             SCHC
 JZ3694
 JZ3694                          STATION DESCRIPTION
 JZ3694
 JZ3694'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JZ3694'THE STATION IS LOCATED IN MIAMI COUNTY, OHIO ABOUT 1.0 MILES NORTHWEST
 JZ3694'OF THE CITY OF NEW CARLISLE.
 JZ3694'TO REACH THE STATION FROM THE INTERSECTION OF NORTH DAYTON-LAKEVIEW
 JZ3694'(STATE ROUTE 235) AND LAKE AVENUE/NEW CARLISLE PIKE IN NEW CARLISLE,
 JZ3694'PROCEED NORTHWEST ALONG LAKE AVENUE 1.1 MILES TO ITS INTERSECTION
 JZ3694'WITH SCARF ROAD.  TURN RIGHT AND PROCEED NORTH ALONG SCARF ROAD 0.15
 JZ3694'MILES TO THE STATION ON THE LEFT AT THE INTERSECTION OF BUTTERNUT
 JZ3694'COURT AND SCARF ROAD.
 JZ3694'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JZ3694'FLUSH WITH THE GROUND AND STAMPED 4 1993.
 JZ3694'THE STATION IS 50.45 FEET SOUTHWEST FROM A PK NAIL IN THE CENTERLINE
 JZ3694'OF THE INTERSECTION OF SCARF ROAD AND BUTTERNUT COURT, AND 62.45 FEET
 JZ3694'NORTHWEST FROM A PK NAIL IN A LIGHT POLE IN THE SOUTHEAST CORNER OF
 JZ3694'THE INTERSECTION AND 31.70 FEET NORTHEAST FROM A PK NAIL IN A
 JZ3694'POWERPOLE.
 JZ3694
 JZ3694                          STATION RECOVERY (1998)
 JZ3694
 JZ3694'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 1998 (JMK)
 JZ3694'RECOVERED BY MIKE SHEPPARD OF THE SCHNEIDER CORPORATION FOR CLARK
 JZ3694'COUNTY, OHIO.  TO REACH THE STATION FROM THE INTERSECTION OF SR 571
 JZ3694'AND SR 235 IN NEW CARLISLE, OHIO, GO NORTH ON SR 235 0.3 MILE (0.5 KM)
 JZ3694'TO ITS INTERSECTION WITH SILVER LAKE ROAD, TURN LEFT (WEST) GO 1.2
 JZ3694'MILES (1.9 KM) TO ITS INTERSECTION WITH SCARFF ROAD, TURN RIGHT
 JZ3694'(NORTH) GO 0.2 MILES (0.3 KM) TO ITS INTERSECTION WITH BUTTERNUT COURT
 JZ3694'AND THE STATION ON THE LEFT.  CLARK 4 IS A ALUMINUM DISK RECESSED IN A
 JZ3694'ROUND CONCRETE SETTING FLUSH WITH GROUND LEVEL 4.3 METERS (14.1 FT)
 JZ3694'WEST OF THE WEST EDGE OF PAVEMENT OF SCARF ROAD 12 METERS (39.4 FT)
 JZ3694'SOUTH OF ITS CENTERLINE INTERSECTION WITH BUTTERNUT COURT IN NEW
 JZ3694'CARLISLE, OHIO.  PREVIOUS REFERENCES WERE FOUND AND ARE ADEQUATE.
 JZ3694'MONUMENT IS IN THE NORTHWEST CORNER OF NEW CARLISLE, OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1830 ***********************************************************************
 JY1830  DESIGNATION -  CLARK 40
 JY1830  PID         -  JY1830
 JY1830  STATE/COUNTY-  OH/CLARK
 JY1830  USGS QUAD   -  SOUTH CHARLESTON (1984)
 JY1830
 JY1830                         *CURRENT SURVEY CONTROL
 JY1830  ___________________________________________________________________
 JY1830* NAD 83(1995)-  39 51 41.15408(N)    083 44 47.85221(W)     ADJUSTED  
 JY1830* NAVD 88     -       327.3    (meters)    1074.     (feet)  GPS OBS   
 JY1830  ___________________________________________________________________
 JY1830  X           -     534,040.510 (meters)                     COMP
 JY1830  Y           -  -4,873,636.797 (meters)                     COMP
 JY1830  Z           -   4,066,376.040 (meters)                     COMP
 JY1830  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 JY1830  ELLIP HEIGHT-         294.17  (meters)          (10/07/05) GPS OBS
 JY1830  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JY1830
 JY1830  HORZ ORDER  -  FIRST
 JY1830  ELLP ORDER  -  FOURTH    CLASS I
 JY1830
 JY1830.The horizontal coordinates were established by GPS observations
 JY1830.and adjusted by the National Geodetic Survey in April 1998..
 JY1830
 JY1830.The orthometric height was determined by GPS observations and a
 JY1830.high-resolution geoid model.
 JY1830
 JY1830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1830
 JY1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1830
 JY1830.The ellipsoidal height was determined by GPS observations
 JY1830.and is referenced to NAD 83.
 JY1830
 JY1830.The geoid height was determined by GEOID03.
 JY1830
 JY1830;                    North         East     Units Scale Factor Converg.
 JY1830;SPC OH S     -   207,383.786   493,337.497   MT  0.99997051   -0 47 27.6
 JY1830;UTM  17      - 4,415,988.449   265,059.408   MT  1.00027959   -1 45 40.3
 JY1830
 JY1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1830!SPC OH S     -   0.99995385  x   0.99997051  =   0.99992436
 JY1830!UTM  17      -   0.99995385  x   1.00027959  =   1.00023343
 JY1830
 JY1830                          SUPERSEDED SURVEY CONTROL
 JY1830
 JY1830  ELLIP H (04/01/98)  294.24   (m)                       GP(       ) 4 1
 JY1830  NAD 83(1986)-  39 51 41.16100(N)    083 44 47.85914(W) AD(       ) 1
 JY1830
 JY1830.Superseded values are not recommended for survey control.
 JY1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1830.See file dsdata.txt to determine how the superseded data were derived.
 JY1830
 JY1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6505915988(NAD 83)
 JY1830_MARKER: DD = SURVEY DISK
 JY1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1830_SP_SET: CONCRETE POST
 JY1830_STAMPING: 40 1993
 JY1830_MARK LOGO: OH-023
 JY1830_PROJECTION: FLUSH
 JY1830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1830+STABILITY: SURFACE MOTION
 JY1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1830+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 JY1830
 JY1830  HISTORY     - Date     Condition        Report By
 JY1830  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1830  HISTORY     - 20000420 GOOD             ATLTEC
 JY1830
 JY1830                          STATION DESCRIPTION
 JY1830
 JY1830'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1830'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1830'ABOUT 5.5 MILES SOUTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1830'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1830'LIMESTONE STREET (STATE ROUTE 72) IN SPRINGFIELD, PROCEED SOUTH ALONG
 JY1830'LIMESTONE STREET (STATE ROUTE 72) 0.3 TO ITS INTERSECTION WITH SELMA
 JY1830'PIKE.  TURN LEFT AND PROCEED SOUTHEAST ALONG SELMA PIKE 6.0 MILES TO
 JY1830'ITS INTERSECTION WITH SOUTH PITCHIN ORAD.  TURN LEFT AND PROCEED
 JY1830'NORTH ALONG SOUTH PITCHIN ROAD 1.2 MILES TO ITS INTERSECTION WITH
 JY1830'EAST PITCHIN ROAD.  TURN RIGHT AND PROCEED EAST ALONG EAST PITCHIN
 JY1830'ROAD 0.9 MILES TO THE STATION ON THE LEFT NEAR A BROWN STOCKADE FENCE
 JY1830'AND IN FRONT OF RESIDENCE NUMBER 3550 AFTER A 90 DEGREE TURN IN THE
 JY1830'ROAD.
 JY1830'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1830'FLUSH WITH THE GROUND AND STAMPED 40 1993.
 JY1830'THE STATION IS 17.95 FEET NORTHWEST FROM A NAIL IN THE CENTERLINE OF
 JY1830'EAST PITCHIN ROAD, 48.65 FEET NORTH FROM A NAIL IN A POWER POLE, AND
 JY1830'78.0 FEET WEST FROM THE CENTERLINE OF AN ASPHALT DRIVEWAY TO HOUSE
 JY1830'NUMBER 3550.
 JY1830
 JY1830                          STATION RECOVERY (2000)
 JY1830
 JY1830'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 JY1830'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1830'RECOVERED AS DESCRIBED
 JY1830' 
 JY1830'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1831 ***********************************************************************
 JY1831  DESIGNATION -  CLARK 41
 JY1831  PID         -  JY1831
 JY1831  STATE/COUNTY-  OH/CLARK
 JY1831  USGS QUAD   -  CLIFTON (1988)
 JY1831
 JY1831                         *CURRENT SURVEY CONTROL
 JY1831  ___________________________________________________________________
 JY1831* NAD 83(1995)-  39 49 59.49104(N)    083 45 18.70713(W)     ADJUSTED  
 JY1831* NAVD 88     -       328.5    (meters)    1078.     (feet)  GPS OBS   
 JY1831  ___________________________________________________________________
 JY1831  X           -     533,530.113 (meters)                     COMP
 JY1831  Y           -  -4,875,714.787 (meters)                     COMP
 JY1831  Z           -   4,063,969.411 (meters)                     COMP
 JY1831  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 JY1831  ELLIP HEIGHT-         295.39  (meters)          (10/07/05) GPS OBS
 JY1831  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JY1831
 JY1831  HORZ ORDER  -  FIRST
 JY1831  ELLP ORDER  -  FOURTH    CLASS I
 JY1831
 JY1831.The horizontal coordinates were established by GPS observations
 JY1831.and adjusted by the National Geodetic Survey in April 1998..
 JY1831
 JY1831.The orthometric height was determined by GPS observations and a
 JY1831.high-resolution geoid model.
 JY1831
 JY1831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1831
 JY1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1831
 JY1831.The ellipsoidal height was determined by GPS observations
 JY1831.and is referenced to NAD 83.
 JY1831
 JY1831.The geoid height was determined by GEOID03.
 JY1831
 JY1831;                    North         East     Units Scale Factor Converg.
 JY1831;SPC OH S     -   204,258.841   492,560.634   MT  0.99996653   -0 47 47.2
 JY1831;UTM  17      - 4,412,876.123   264,229.511   MT  1.00028440   -1 45 56.4
 JY1831
 JY1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1831!SPC OH S     -   0.99995366  x   0.99996653  =   0.99992019
 JY1831!UTM  17      -   0.99995366  x   1.00028440  =   1.00023805
 JY1831
 JY1831                          SUPERSEDED SURVEY CONTROL
 JY1831
 JY1831  ELLIP H (04/01/98)  295.45   (m)                       GP(       ) 4 1
 JY1831  NAD 83(1986)-  39 49 59.49794(N)    083 45 18.71404(W) AD(       ) 1
 JY1831
 JY1831.Superseded values are not recommended for survey control.
 JY1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1831.See file dsdata.txt to determine how the superseded data were derived.
 JY1831
 JY1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6423012876(NAD 83)
 JY1831_MARKER: DD = SURVEY DISK
 JY1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1831_SP_SET: CONCRETE POST
 JY1831_STAMPING: 41 1993
 JY1831_MARK LOGO: OH-023
 JY1831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1831+STABILITY: SURFACE MOTION
 JY1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1831+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1831
 JY1831  HISTORY     - Date     Condition        Report By
 JY1831  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1831
 JY1831                          STATION DESCRIPTION
 JY1831
 JY1831'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1831'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GREEN TOWNSHIP ABOUT
 JY1831'6.0 MILES SOUTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1831'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1831'LIMESTONE STREET IN SPRINGFIELD, PROCEED SOUTH ALONG LIMESTONE STREET
 JY1831'0.3 MILES TO ITS INTERSECTION WITH SELMA PIKE. TURN LEFT AND PROCEED
 JY1831'SOUTHEAST ALONG SELMA PIKE 6.7 MILES TO THE STATION ON THE LEFT
 JY1831'NORTHWEST OF A WIRE FENCE.
 JY1831'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1831'FLUSH WITH THE GROUND AND STAMPED 41 1993.
 JY1831'THE STATION IS 7.73 FEET NORTHWEST FROM POWER POLE NUMBER 150HB, 18.78
 JY1831'FEET EAST FROM A PK NAIL IN THE CENTERLINE OF SELMA PIKE, AND 47.75
 JY1831'FEET NORTHEAST FROM A FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF6298 ***********************************************************************
 DF6298  DESIGNATION -  CLARK 41 AZ MK
 DF6298  PID         -  DF6298
 DF6298  STATE/COUNTY-  OH/CLARK
 DF6298  USGS QUAD   -  CLIFTON (1988)
 DF6298
 DF6298                         *CURRENT SURVEY CONTROL
 DF6298  ___________________________________________________________________
 DF6298* NAD 83(1995)-  39 50 14.76416(N)    083 45 28.32825(W)     ADJUSTED  
 DF6298* NAVD 88     -       330.4    (meters)    1084.     (feet)  GPS OBS   
 DF6298  ___________________________________________________________________
 DF6298  X           -     533,270.033 (meters)                     COMP
 DF6298  Y           -  -4,875,441.128 (meters)                     COMP
 DF6298  Z           -   4,064,332.350 (meters)                     COMP
 DF6298  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 DF6298  ELLIP HEIGHT-         297.27  (meters)          (10/07/05) GPS OBS
 DF6298  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 DF6298
 DF6298  HORZ ORDER  -  FIRST
 DF6298  ELLP ORDER  -  FOURTH    CLASS I
 DF6298
 DF6298.The horizontal coordinates were established by GPS observations
 DF6298.and adjusted by the ATLANTIC TECHNOLOGIES in June 2003..
 DF6298
 DF6298.The orthometric height was determined by GPS observations and a
 DF6298.high-resolution geoid model.
 DF6298
 DF6298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6298
 DF6298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6298
 DF6298.The ellipsoidal height was determined by GPS observations
 DF6298.and is referenced to NAD 83.
 DF6298
 DF6298.The geoid height was determined by GEOID03.
 DF6298
 DF6298;                    North         East     Units Scale Factor Converg.
 DF6298;SPC OH S     -   204,733.017   492,338.453   MT  0.99996712   -0 47 53.3
 DF6298;UTM  17      - 4,413,354.143   264,015.315   MT  1.00028564   -1 46 03.1
 DF6298
 DF6298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6298!SPC OH S     -   0.99995337  x   0.99996712  =   0.99992049
 DF6298!UTM  17      -   0.99995337  x   1.00028564  =   1.00023899
 DF6298
 DF6298                          SUPERSEDED SURVEY CONTROL
 DF6298
 DF6298  ELLIP H (06/24/03)  297.32   (m)                       GP(       ) 4 1
 DF6298
 DF6298.Superseded values are not recommended for survey control.
 DF6298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6298.See file dsdata.txt to determine how the superseded data were derived.
 DF6298
 DF6298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6401513354(NAD 83)
 DF6298_MARKER: DD = SURVEY DISK
 DF6298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6298_STAMPING: 41 AZ 2000
 DF6298_MARK LOGO: OH-023
 DF6298_PROJECTION: FLUSH
 DF6298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6298+STABILITY: SURFACE MOTION
 DF6298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6298+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 DF6298
 DF6298  HISTORY     - Date     Condition        Report By
 DF6298  HISTORY     - 20000301 MONUMENTED       OH-023
 DF6298  HISTORY     - 20000420 GOOD             ATLTEC
 DF6298
 DF6298                          STATION DESCRIPTION
 DF6298
 DF6298'DESCRIBED BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 DF6298'DESCRIBED BY THE CLARK COUNTY ENGINEER 2002
 DF6298'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GREEN TOWNSHIP,
 DF6298'SECTION 17, 2485 FEET
 DF6298'SOUTH OF THE INTERSECTION OF SOUTH PITCHIN ROAD AND SELMA PIKE,
 DF6298'LOCATED ALONG THE
 DF6298'EASTERN SIDE OF SELMA PIKE AND 3 FEET EAST OF THE ROADSIDE DITCH
 DF6298'CENTERLINE. ACROSS
 DF6298'THE ROADWAY FROM A ONE STORY RESIDENCE ADDRESS 5785 SELMA PIKE. THE
 DF6298'STATION IS A 3.25
 DF6298'INCH DIAMETER CLARK COUNTY ENGINEER SURVEY DISK STAMPED 41AZ 2000, SET
 DF6298'IN A CONCRETE
 DF6298'MONUMENT AT GRADE. THE STATION IS REFERENCED 28.7 FEET NORTHWEST TO A
 DF6298'MAG NAIL SET
 DF6298'IN THE CENTER OF THE ROADWAY, 21.9 FEET WEST TO A MAG NAIL SET IN THE
 DF6298'CENTER OF THE
 DF6298'ROAD, 15 FEET SOUTH OF A SHARED UTILITY POLE NUMBER E149 HB 49 15T AND
 DF6298'29.9 FEET
 DF6298'SOUTHWEST TO A MAG NAIL SET IN THE CENTER OF THE ROAD.
 DF6298'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1832 ***********************************************************************
 JY1832  DESIGNATION -  CLARK 42
 JY1832  PID         -  JY1832
 JY1832  STATE/COUNTY-  OH/CLARK
 JY1832  USGS QUAD   -  SOUTH CHARLESTON (1984)
 JY1832
 JY1832                         *CURRENT SURVEY CONTROL
 JY1832  ___________________________________________________________________
 JY1832* NAD 83(1995)-  39 48 14.71907(N)    083 44 43.78684(W)     ADJUSTED  
 JY1832* NAVD 88     -       312.8    (meters)    1026.     (feet)  GPS OBS   
 JY1832  ___________________________________________________________________
 JY1832  X           -     534,579.684 (meters)                     COMP
 JY1832  Y           -  -4,877,669.408 (meters)                     COMP
 JY1832  Z           -   4,061,477.293 (meters)                     COMP
 JY1832  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 JY1832  ELLIP HEIGHT-         279.67  (meters)          (10/07/05) GPS OBS
 JY1832  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JY1832
 JY1832  HORZ ORDER  -  FIRST
 JY1832  ELLP ORDER  -  FOURTH    CLASS I
 JY1832
 JY1832.The horizontal coordinates were established by GPS observations
 JY1832.and adjusted by the National Geodetic Survey in April 1998..
 JY1832
 JY1832.The orthometric height was determined by GPS observations and a
 JY1832.high-resolution geoid model.
 JY1832
 JY1832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1832
 JY1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1832
 JY1832.The ellipsoidal height was determined by GPS observations
 JY1832.and is referenced to NAD 83.
 JY1832
 JY1832.The geoid height was determined by GEOID03.
 JY1832
 JY1832;                    North         East     Units Scale Factor Converg.
 JY1832;SPC OH S     -   201,016.390   493,346.298   MT  0.99996269   -0 47 25.1
 JY1832;UTM  17      - 4,409,619.820   264,960.480   MT  1.00028017   -1 45 30.1
 JY1832
 JY1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1832!SPC OH S     -   0.99995613  x   0.99996269  =   0.99991882
 JY1832!UTM  17      -   0.99995613  x   1.00028017  =   1.00023628
 JY1832
 JY1832                          SUPERSEDED SURVEY CONTROL
 JY1832
 JY1832  ELLIP H (04/01/98)  279.73   (m)                       GP(       ) 4 1
 JY1832  NAD 83(1986)-  39 48 14.72601(N)    083 44 43.79380(W) AD(       ) 1
 JY1832
 JY1832.Superseded values are not recommended for survey control.
 JY1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1832.See file dsdata.txt to determine how the superseded data were derived.
 JY1832
 JY1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6496009620(NAD 83)
 JY1832_MARKER: DD = SURVEY DISK
 JY1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1832_SP_SET: CONCRETE POST
 JY1832_STAMPING: 42 1993
 JY1832_MARK LOGO: OH-023
 JY1832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1832+STABILITY: SURFACE MOTION
 JY1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1832+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1832
 JY1832  HISTORY     - Date     Condition        Report By
 JY1832  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1832
 JY1832                          STATION DESCRIPTION
 JY1832
 JY1832'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1832'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GREEN TOWNSHIP ABOUT
 JY1832'4.0 MILES NORTHEAST OF THE VILLAGE OF CLIFTON.
 JY1832'TO REACH THE STATION FROM THE INTERSECTION OF NORTH STREET AND STATE
 JY1832'ROUTE 72 IN THE VILLAGE OF CLIFTON, PROCEED EAST ALONG NORTH STREET
 JY1832'0.7 MILES TO ITS INTERSECTION WITH SOUTH RIVER ROAD. TURN LEFT AND
 JY1832'PROCEED NORTHEAST ALONG SOUTH RIVER ROAD 3.0 MILES TO THE STATION ON
 JY1832'THE LEFT NEAR THE EDGE OF THE ROAD WEST OF CEMENT SQUARE POST.
 JY1832'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1832'FLUSH WITH THE GROUND AND STAMPED 42 1993.
 JY1832'THE STATION IS 15.56 FEET NORTHWEST FROM A RAILROAD SPIKE IN THE
 JY1832'CENTERLINE OF ROAD, 21.48 FEET NORTHWEST FROM A PK NAIL IN THE
 JY1832'CENTERLINE OF ROAD, 33.50 FEET NORTH FROM A POST IN A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1833 ***********************************************************************
 JY1833  DESIGNATION -  CLARK 43
 JY1833  PID         -  JY1833
 JY1833  STATE/COUNTY-  OH/CLARK
 JY1833  USGS QUAD   -  SOUTH CHARLESTON (1984)
 JY1833
 JY1833                         *CURRENT SURVEY CONTROL
 JY1833  ___________________________________________________________________
 JY1833* NAD 83(1995)-  39 46 50.05777(N)    083 43 46.65452(W)     ADJUSTED  
 JY1833* NAVD 88     -       321.3    (meters)    1054.     (feet)  GPS OBS   
 JY1833  ___________________________________________________________________
 JY1833  X           -     536,113.958 (meters)                     COMP
 JY1833  Y           -  -4,879,188.932 (meters)                     COMP
 JY1833  Z           -   4,059,476.417 (meters)                     COMP
 JY1833  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 JY1833  ELLIP HEIGHT-         288.28  (meters)          (10/07/05) GPS OBS
 JY1833  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JY1833
 JY1833  HORZ ORDER  -  FIRST
 JY1833  ELLP ORDER  -  FOURTH    CLASS I
 JY1833
 JY1833.The horizontal coordinates were established by GPS observations
 JY1833.and adjusted by the National Geodetic Survey in April 1998..
 JY1833
 JY1833.The orthometric height was determined by GPS observations and a
 JY1833.high-resolution geoid model.
 JY1833
 JY1833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1833
 JY1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1833
 JY1833.The ellipsoidal height was determined by GPS observations
 JY1833.and is referenced to NAD 83.
 JY1833
 JY1833.The geoid height was determined by GEOID03.
 JY1833
 JY1833;                    North         East     Units Scale Factor Converg.
 JY1833;SPC OH S     -   198,386.998   494,669.638   MT  0.99995977   -0 46 48.8
 JY1833;UTM  17      - 4,406,967.619   266,239.632   MT  1.00027279   -1 44 50.4
 JY1833
 JY1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1833!SPC OH S     -   0.99995478  x   0.99995977  =   0.99991455
 JY1833!UTM  17      -   0.99995478  x   1.00027279  =   1.00022755
 JY1833
 JY1833                          SUPERSEDED SURVEY CONTROL
 JY1833
 JY1833  ELLIP H (04/01/98)  288.34   (m)                       GP(       ) 4 1
 JY1833  NAD 83(1986)-  39 46 50.06476(N)    083 43 46.66157(W) AD(       ) 1
 JY1833
 JY1833.Superseded values are not recommended for survey control.
 JY1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1833.See file dsdata.txt to determine how the superseded data were derived.
 JY1833
 JY1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6624006968(NAD 83)
 JY1833_MARKER: DD = SURVEY DISK
 JY1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1833_SP_SET: CONCRETE POST
 JY1833_STAMPING: 43 1993
 JY1833_MARK LOGO: OH-023
 JY1833_PROJECTION: FLUSH
 JY1833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1833+STABILITY: SURFACE MOTION
 JY1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1833+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 JY1833
 JY1833  HISTORY     - Date     Condition        Report By
 JY1833  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1833  HISTORY     - 20000420 GOOD             ATLTEC
 JY1833
 JY1833                          STATION DESCRIPTION
 JY1833
 JY1833'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1833'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GREEN TOWNSHIP ABOUT
 JY1833'6.0 MILES SOUTHWEST OF THE VILLAGE OF SOUTH CHARLESTON.
 JY1833'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH CHARLESTON PIKE
 JY1833'(STATE ROUTE 41) AND COLUMBUS-CINCINNATI ROAD (U.S. 42) IN SOUTH
 JY1833'CHARLESTON, PROCEED SOUTHWEST ALONG COLUMBUS-CINCINNATI ROAD (U.S.
 JY1833'42)6.0 MILES AND THE STATION ON THE LEFT NEAR THE COUNTY LINE.
 JY1833'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1833'FLUSH WITH THE GROUND AND STAMPED 43 1993.
 JY1833'THE STATION IS 40.3 FEET SOUTH FROM A PK NAIL IN THE CENTERLINE OF US
 JY1833'42, 42.0 FEET SOUTHEAST FROM A RAILROAD SPIKE IN THE ROAD AT THE
 JY1833'COUNTY LINE, AND 69.2 FEET NORTHWEST FROM A POWER POLE NUMBER 475460.
 JY1833
 JY1833                          STATION RECOVERY (2000)
 JY1833
 JY1833'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 JY1833'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1833'RECOVERED AS DESCRIBED
 JY1833' 
 JY1833'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2438 ***********************************************************************
 KZ2438  DESIGNATION -  CLARK 44
 KZ2438  PID         -  KZ2438
 KZ2438  STATE/COUNTY-  OH/CLARK
 KZ2438  USGS QUAD   -  URBANA EAST (1980)
 KZ2438
 KZ2438                         *CURRENT SURVEY CONTROL
 KZ2438  ___________________________________________________________________
 KZ2438* NAD 83(1995)-  40 00 57.25143(N)    083 37 55.82922(W)     ADJUSTED  
 KZ2438* NAVD 88     -       367.0    (meters)    1204.     (feet)  GPS OBS   
 KZ2438  ___________________________________________________________________
 KZ2438  X           -     542,556.842 (meters)                     COMP
 KZ2438  Y           -  -4,861,647.173 (meters)                     COMP
 KZ2438  Z           -   4,079,552.714 (meters)                     COMP
 KZ2438  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 KZ2438  ELLIP HEIGHT-         333.77  (meters)          (10/07/05) GPS OBS
 KZ2438  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KZ2438
 KZ2438  HORZ ORDER  -  FIRST
 KZ2438  ELLP ORDER  -  FOURTH    CLASS I
 KZ2438
 KZ2438.The horizontal coordinates were established by GPS observations
 KZ2438.and adjusted by the National Geodetic Survey in April 1998..
 KZ2438
 KZ2438.The orthometric height was determined by GPS observations and a
 KZ2438.high-resolution geoid model.
 KZ2438
 KZ2438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2438
 KZ2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2438
 KZ2438.The ellipsoidal height was determined by GPS observations
 KZ2438.and is referenced to NAD 83.
 KZ2438
 KZ2438.The geoid height was determined by GEOID03.
 KZ2438
 KZ2438;                    North         East     Units Scale Factor Converg.
 KZ2438;SPC OH S     -   224,404.661   503,344.522   MT  0.99999660   -0 43 06.2
 KZ2438;UTM  17      - 4,432,841.523   275,356.644   MT  1.00022129   -1 41 35.5
 KZ2438
 KZ2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2438!SPC OH S     -   0.99994764  x   0.99999660  =   0.99994424
 KZ2438!UTM  17      -   0.99994764  x   1.00022129  =   1.00016892
 KZ2438
 KZ2438                          SUPERSEDED SURVEY CONTROL
 KZ2438
 KZ2438  ELLIP H (04/01/98)  333.83   (m)                       GP(       ) 4 1
 KZ2438  NAD 83(1986)-  40 00 57.25850(N)    083 37 55.83693(W) AD(       ) 1
 KZ2438
 KZ2438.Superseded values are not recommended for survey control.
 KZ2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2438.See file dsdata.txt to determine how the superseded data were derived.
 KZ2438
 KZ2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE7535732842(NAD 83)
 KZ2438_MARKER: DD = SURVEY DISK
 KZ2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2438_SP_SET: CONCRETE POST
 KZ2438_STAMPING: 44 1993
 KZ2438_MARK LOGO: OH-023
 KZ2438_PROJECTION: FLUSH
 KZ2438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2438+STABILITY: SURFACE MOTION
 KZ2438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2438+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1999
 KZ2438
 KZ2438  HISTORY     - Date     Condition        Report By
 KZ2438  HISTORY     - 1993     MONUMENTED       GEOMET
 KZ2438  HISTORY     - 19990407 GOOD             ATLTEC
 KZ2438
 KZ2438                          STATION DESCRIPTION
 KZ2438
 KZ2438'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 KZ2438'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP
 KZ2438'ABOUT 1.3 MILES NORTHWEST OF THE VILLAGE OF CATAWBA.
 KZ2438'TO REACH THE STATION FROM THE INTERSECTION OF MECHANICSBURG-CATAWBA
 KZ2438'ROAD AND MCCONKEY ROAD (STATE ROUTE 54) IN CATAWBA, PROCEED NORTHWEST
 KZ2438'ALONG ROUTE 54 1.3 MILES TO THE COUNTY LINE AND THE STATION ON THE
 KZ2438'LEFT NEAR A GRAVEL PULLOUT.
 KZ2438'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 KZ2438'FLUSH WITH THE GROUND AND STAMPED 44 1993.
 KZ2438'THE STATION IS 24.10 FEET NORTHWEST FROM A NAIL IN THE CENTERLINE OF
 KZ2438'STATE ROUTE 54, 25.20 FEET SOUTHWEST FROM ANOTHER NAIL IN THE
 KZ2438'CENTERLINE OF STATE ROUTE 54, AND 28.37 FEET NORTHEAST FROM A GUY
 KZ2438'POLE.
 KZ2438
 KZ2438                          STATION RECOVERY (1999)
 KZ2438
 KZ2438'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 KZ2438'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 KZ2438'RECOVERED AS DESCRIBED
 KZ2438' 
 KZ2438'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1834 ***********************************************************************
 JY1834  DESIGNATION -  CLARK 45
 JY1834  PID         -  JY1834
 JY1834  STATE/COUNTY-  OH/CLARK
 JY1834  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1834
 JY1834                         *CURRENT SURVEY CONTROL
 JY1834  ___________________________________________________________________
 JY1834* NAD 83(1995)-  39 59 15.33935(N)    083 37 29.01852(W)     ADJUSTED  
 JY1834* NAVD 88     -       340.8    (meters)    1118.     (feet)  GPS OBS   
 JY1834  ___________________________________________________________________
 JY1834  X           -     543,410.911 (meters)                     COMP
 JY1834  Y           -  -4,863,564.836 (meters)                     COMP
 JY1834  Z           -   4,077,127.960 (meters)                     COMP
 JY1834  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 JY1834  ELLIP HEIGHT-         307.62  (meters)          (10/07/05) GPS OBS
 JY1834  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JY1834
 JY1834  HORZ ORDER  -  FIRST
 JY1834  ELLP ORDER  -  FOURTH    CLASS I
 JY1834
 JY1834.The horizontal coordinates were established by GPS observations
 JY1834.and adjusted by the National Geodetic Survey in April 1998..
 JY1834
 JY1834.The orthometric height was determined by GPS observations and a
 JY1834.high-resolution geoid model.
 JY1834
 JY1834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1834
 JY1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1834
 JY1834.The ellipsoidal height was determined by GPS observations
 JY1834.and is referenced to NAD 83.
 JY1834
 JY1834.The geoid height was determined by GEOID03.
 JY1834
 JY1834;                    North         East     Units Scale Factor Converg.
 JY1834;SPC OH S     -   221,253.708   503,941.136   MT  0.99999127   -0 42 49.2
 JY1834;UTM  17      - 4,429,680.167   275,899.716   MT  1.00021830   -1 41 14.7
 JY1834
 JY1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1834!SPC OH S     -   0.99995174  x   0.99999127  =   0.99994301
 JY1834!UTM  17      -   0.99995174  x   1.00021830  =   1.00017003
 JY1834
 JY1834:                Primary Azimuth Mark                     Grid Az
 JY1834:SPC OH S     -  CLARK 45 AZ MK                           038 04 21.0
 JY1834:UTM  17      -  CLARK 45 AZ MK                           039 02 46.5
 JY1834
 JY1834|---------------------------------------------------------------------|
 JY1834| PID    Reference Object                     Distance      Geod. Az  |
 JY1834|                                                           dddmmss.s |
 JY1834| JY1835 CLARK 45 AZ MK                      APPROX. 1.0 KM 0372131.8 |
 JY1834|---------------------------------------------------------------------|
 JY1834
 JY1834                          SUPERSEDED SURVEY CONTROL
 JY1834
 JY1834  ELLIP H (04/01/98)  307.67   (m)                       GP(       ) 4 1
 JY1834  NAD 83(1986)-  39 59 15.34626(N)    083 37 29.02601(W) AD(       ) 1
 JY1834
 JY1834.Superseded values are not recommended for survey control.
 JY1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1834.See file dsdata.txt to determine how the superseded data were derived.
 JY1834
 JY1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7590029680(NAD 83)
 JY1834_MARKER: DD = SURVEY DISK
 JY1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1834_SP_SET: CONCRETE POST
 JY1834_STAMPING: 45 1993
 JY1834_MARK LOGO: OH-023
 JY1834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1834+STABILITY: SURFACE MOTION
 JY1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1834+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1834
 JY1834  HISTORY     - Date     Condition        Report By
 JY1834  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1834
 JY1834                          STATION DESCRIPTION
 JY1834
 JY1834'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1834'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP
 JY1834'ABOUT 0.9 MILES SOUTHEAST OF THE VILLAGE OF CATAWBA.
 JY1834'TO REACH THE STATION FROM THE INTERSECTION OF MECHANICSBURG-CATAWBA
 JY1834'ROAD AND MCCONKEY ROAD (STATE ROUTE 54) IN CATAWBA, PROCEED WEST
 JY1834'ALONG CATAWBA ROAD 0.1 MILES TO ITS INTERSECTION WITH URBANA-LISBON
 JY1834'ROAD. TURN LEFT AND PROCEED SOUTH ALONG URBANA-LISBON ROAD 1.0 MILES
 JY1834'TO THE STATION ON THE LEFT NEAR A FIELD GATE.
 JY1834'THE STATION IS A 3.25 ALUMINUM CLARK COUNTY DISK SET IN CONCRETE FLUSH
 JY1834'WITH THE GROUND AND STAMPED 45 1993.
 JY1834'THE STATION IS 21.70 FEET NORTHWEST FROM A GATE POST, 21.95 FEET EAST
 JY1834'FROM THE CENTERLINE OF URBANA LISBON ROAD, 26.30 FEET SOUTHWEST FROM
 JY1834'A FENCE POST, AND APPROXIMATELY 300 FEET NORTH OF THE INTERSECTION OF
 JY1834'RUNY0N ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1835 ***********************************************************************
 JY1835  DESIGNATION -  CLARK 45 AZ MK
 JY1835  PID         -  JY1835
 JY1835  STATE/COUNTY-  OH/CLARK
 JY1835  USGS QUAD   -  VIENNA (1973)
 JY1835
 JY1835                         *CURRENT SURVEY CONTROL
 JY1835  ___________________________________________________________________
 JY1835* NAD 83(1995)-  39 59 40.60848(N)    083 37 03.93643(W)     ADJUSTED  
 JY1835* NAVD 88     -       346.2    (meters)    1136.     (feet)  GPS OBS   
 JY1835  ___________________________________________________________________
 JY1835  X           -     543,947.104 (meters)                     COMP
 JY1835  Y           -  -4,863,005.048 (meters)                     COMP
 JY1835  Z           -   4,077,728.585 (meters)                     COMP
 JY1835  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 JY1835  ELLIP HEIGHT-         313.04  (meters)          (10/07/05) GPS OBS
 JY1835  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JY1835
 JY1835  HORZ ORDER  -  FIRST
 JY1835  ELLP ORDER  -  FOURTH    CLASS I
 JY1835
 JY1835.The horizontal coordinates were established by GPS observations
 JY1835.and adjusted by the National Geodetic Survey in April 1998..
 JY1835
 JY1835.The orthometric height was determined by GPS observations and a
 JY1835.high-resolution geoid model.
 JY1835
 JY1835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1835
 JY1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1835
 JY1835.The ellipsoidal height was determined by GPS observations
 JY1835.and is referenced to NAD 83.
 JY1835
 JY1835.The geoid height was determined by GEOID03.
 JY1835
 JY1835;                    North         East     Units Scale Factor Converg.
 JY1835;SPC OH S     -   222,025.626   504,545.800   MT  0.99999257   -0 42 33.3
 JY1835;UTM  17      - 4,430,441.868   276,517.551   MT  1.00021489   -1 40 59.4
 JY1835
 JY1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1835!SPC OH S     -   0.99995089  x   0.99999257  =   0.99994346
 JY1835!UTM  17      -   0.99995089  x   1.00021489  =   1.00016577
 JY1835
 JY1835:                Primary Azimuth Mark                     Grid Az
 JY1835:SPC OH S     -  CLARK 45                                 218 04 21.2
 JY1835:UTM  17      -  CLARK 45                                 219 02 47.3
 JY1835
 JY1835|---------------------------------------------------------------------|
 JY1835| PID    Reference Object                     Distance      Geod. Az  |
 JY1835|                                                           dddmmss.s |
 JY1835| JY1834 CLARK 45                            APPROX. 1.0 KM 2172147.9 |
 JY1835|---------------------------------------------------------------------|
 JY1835
 JY1835                          SUPERSEDED SURVEY CONTROL
 JY1835
 JY1835  ELLIP H (04/01/98)  313.08   (m)                       GP(       ) 4 1
 JY1835  NAD 83(1986)-  39 59 40.61539(N)    083 37 03.94392(W) AD(       ) 1
 JY1835
 JY1835.Superseded values are not recommended for survey control.
 JY1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1835.See file dsdata.txt to determine how the superseded data were derived.
 JY1835
 JY1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7651830442(NAD 83)
 JY1835_MARKER: DD = SURVEY DISK
 JY1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1835_SP_SET: CONCRETE POST
 JY1835_STAMPING: 45 AZ 1993
 JY1835_MARK LOGO: OH-023
 JY1835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1835+STABILITY: SURFACE MOTION
 JY1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1835+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1835
 JY1835  HISTORY     - Date     Condition        Report By
 JY1835  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1835
 JY1835                          STATION DESCRIPTION
 JY1835
 JY1835'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1835'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP
 JY1835'ABOUT 0.5 MILES SOUTHEAST OF THE VILLAGE OF CATAWBA.
 JY1835'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG
 JY1835'URBANA-LISBON ROAD 1.0 MILES TO ITS INTERSECTION WITH CATAWBA ROAD.
 JY1835'TURN RIGHT AND PROCEED EAST ALONG CATAWBA ROAD 0.1 MILES TO ITS
 JY1835'INTERSECTION WITH MCCONKEY ROAD.  TURN RIGHT AND PROCEED SOUTHEAST
 JY1835'ALONG MCCONKEY ROAD 0.4 MILES TO THE MARK ON THE RIGHT NORTH OF A
 JY1835'BRIDGE.
 JY1835'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1835'CONCRETE FLUSH WITH THE GROUND AND STAMPED 45 AZ 1993.
 JY1835'THE AZIMUTH MARK IS 48.2 FEET NORTHWEST FROM A POWER POLE, 48.85 FEET
 JY1835'SOUTHWEST FROM A TELEPHONE BOX, 72.50 FEET NORTHWEST FROM A POWER
 JY1835'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1836 ***********************************************************************
 JY1836  DESIGNATION -  CLARK 46
 JY1836  PID         -  JY1836
 JY1836  STATE/COUNTY-  OH/CLARK
 JY1836  USGS QUAD   -  VIENNA (1973)
 JY1836
 JY1836                         *CURRENT SURVEY CONTROL
 JY1836  ___________________________________________________________________
 JY1836* NAD 83(1995)-  39 57 21.28673(N)    083 37 02.57549(W)     ADJUSTED  
 JY1836* NAVD 88     -       371.6    (meters)    1219.     (feet)  GPS OBS   
 JY1836  ___________________________________________________________________
 JY1836  X           -     544,288.274 (meters)                     COMP
 JY1836  Y           -  -4,865,764.571 (meters)                     COMP
 JY1836  Z           -   4,074,451.837 (meters)                     COMP
 JY1836  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 JY1836  ELLIP HEIGHT-         338.51  (meters)          (10/07/05) GPS OBS
 JY1836  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JY1836
 JY1836  HORZ ORDER  -  FIRST
 JY1836  ELLP ORDER  -  FOURTH    CLASS I
 JY1836
 JY1836.The horizontal coordinates were established by GPS observations
 JY1836.and adjusted by the National Geodetic Survey in April 1998..
 JY1836
 JY1836.The orthometric height was determined by GPS observations and a
 JY1836.high-resolution geoid model.
 JY1836
 JY1836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1836
 JY1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1836
 JY1836.The ellipsoidal height was determined by GPS observations
 JY1836.and is referenced to NAD 83.
 JY1836
 JY1836.The geoid height was determined by GEOID03.
 JY1836
 JY1836;                    North         East     Units Scale Factor Converg.
 JY1836;SPC OH S     -   217,728.527   504,524.910   MT  0.99998560   -0 42 32.4
 JY1836;UTM  17      - 4,426,144.772   276,423.654   MT  1.00021541   -1 40 53.7
 JY1836
 JY1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1836!SPC OH S     -   0.99994690  x   0.99998560  =   0.99993250
 JY1836!UTM  17      -   0.99994690  x   1.00021541  =   1.00016230
 JY1836
 JY1836:                Primary Azimuth Mark                     Grid Az
 JY1836:SPC OH S     -  CLARK 206                                355 12 57.1
 JY1836:UTM  17      -  CLARK 206                                356 11 18.4
 JY1836
 JY1836|---------------------------------------------------------------------|
 JY1836| PID    Reference Object                     Distance      Geod. Az  |
 JY1836|                                                           dddmmss.s |
 JY1836| DF6264 CLARK 206                           APPROX. 1.2 KM 3543024.7 |
 JY1836|---------------------------------------------------------------------|
 JY1836
 JY1836                          SUPERSEDED SURVEY CONTROL
 JY1836
 JY1836  ELLIP H (04/01/98)  338.54   (m)                       GP(       ) 4 1
 JY1836  NAD 83(1986)-  39 57 21.29367(N)    083 37 02.58300(W) AD(       ) 1
 JY1836
 JY1836.Superseded values are not recommended for survey control.
 JY1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1836.See file dsdata.txt to determine how the superseded data were derived.
 JY1836
 JY1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7642426145(NAD 83)
 JY1836_MARKER: DD = SURVEY DISK
 JY1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1836_SP_SET: CONCRETE POST
 JY1836_STAMPING: 46 1993
 JY1836_MARK LOGO: OH-023
 JY1836_PROJECTION: FLUSH
 JY1836_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1836+STABILITY: SURFACE MOTION
 JY1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1836+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 JY1836
 JY1836  HISTORY     - Date     Condition        Report By
 JY1836  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1836  HISTORY     - 20000420 GOOD             ATLTEC
 JY1836
 JY1836                          STATION DESCRIPTION
 JY1836
 JY1836'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1836'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP
 JY1836'ABOUT 2.0 MILES NORTHWEST OF THE VILLAGE OF SOUTH VIENNA.
 JY1836'TO REACH THE STATION FROM THE INTERSECTION OF I-70 AND URBANA-LISBON
 JY1836'ROAD (STATE ROUTE 54) IN SOUTH VIENNA, PROCEED NORTH ALONG STATE
 JY1836'ROUTE 54 1.6 MILES TO ITS INTERSECTION WITH JONES RD.  TURN LEFT AND
 JY1836'PROCEED WEST ALONG JONES ROAD 0.3 MILES TO THE STATION ON THE LEFT
 JY1836'BEFORE THE GRAVEL DRIVEWAY TO RESIDENCE NUMBER 9755.
 JY1836'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1836'FLUSH WITH THE GROUND AND STAMPED 46 1993.
 JY1836'THE STATION IS 12.10 FEET NORTH FROM A PK NAIL IN A POWER POLE, 20.27
 JY1836'FEET SOUTHEAST FROM A NAIL IN THE CENTERLINE OF JONES ROAD, AND 78.0
 JY1836'FEET WEST FROM A CULVERT.
 JY1836
 JY1836                          STATION RECOVERY (2000)
 JY1836
 JY1836'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 JY1836'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1836'RECOVERED AS DESCRIBED
 JY1836' 
 JY1836'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1837 ***********************************************************************
 JY1837  DESIGNATION -  CLARK 47
 JY1837  PID         -  JY1837
 JY1837  STATE/COUNTY-  OH/CLARK
 JY1837  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1837
 JY1837                         *CURRENT SURVEY CONTROL
 JY1837  ___________________________________________________________________
 JY1837* NAD 83(1995)-  39 55 33.95475(N)    083 38 44.40689(W)     ADJUSTED  
 JY1837* NAVD 88     -       346.0    (meters)    1135.     (feet)  GPS OBS   
 JY1837  ___________________________________________________________________
 JY1837  X           -     542,119.078 (meters)                     COMP
 JY1837  Y           -  -4,868,125.545 (meters)                     COMP
 JY1837  Z           -   4,071,897.199 (meters)                     COMP
 JY1837  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 JY1837  ELLIP HEIGHT-         312.96  (meters)          (10/07/05) GPS OBS
 JY1837  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JY1837
 JY1837  HORZ ORDER  -  FIRST
 JY1837  ELLP ORDER  -  FOURTH    CLASS I
 JY1837
 JY1837.The horizontal coordinates were established by GPS observations
 JY1837.and adjusted by the National Geodetic Survey in April 1998..
 JY1837
 JY1837.The orthometric height was determined by GPS observations and a
 JY1837.high-resolution geoid model.
 JY1837
 JY1837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1837
 JY1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1837
 JY1837.The ellipsoidal height was determined by GPS observations
 JY1837.and is referenced to NAD 83.
 JY1837
 JY1837.The geoid height was determined by GEOID03.
 JY1837
 JY1837;                    North         East     Units Scale Factor Converg.
 JY1837;SPC OH S     -   214,448.735   502,066.089   MT  0.99998054   -0 43 37.0
 JY1837;UTM  17      - 4,422,906.395   273,908.939   MT  1.00022934   -1 41 55.3
 JY1837
 JY1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1837!SPC OH S     -   0.99995091  x   0.99998054  =   0.99993145
 JY1837!UTM  17      -   0.99995091  x   1.00022934  =   1.00018023
 JY1837
 JY1837:                Primary Azimuth Mark                     Grid Az
 JY1837:SPC OH S     -  CLARK 47 AZ MK                           086 03 11.5
 JY1837:UTM  17      -  CLARK 47 AZ MK                           087 01 29.8
 JY1837
 JY1837|---------------------------------------------------------------------|
 JY1837| PID    Reference Object                     Distance      Geod. Az  |
 JY1837|                                                           dddmmss.s |
 JY1837| JY1838 CLARK 47 AZ MK                      APPROX. 0.9 KM 0851934.5 |
 JY1837|---------------------------------------------------------------------|
 JY1837
 JY1837                          SUPERSEDED SURVEY CONTROL
 JY1837
 JY1837  ELLIP H (04/01/98)  312.99   (m)                       GP(       ) 4 1
 JY1837  NAD 83(1986)-  39 55 33.96168(N)    083 38 44.41429(W) AD(       ) 1
 JY1837
 JY1837.Superseded values are not recommended for survey control.
 JY1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1837.See file dsdata.txt to determine how the superseded data were derived.
 JY1837
 JY1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7390922906(NAD 83)
 JY1837_MARKER: DD = SURVEY DISK
 JY1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1837_SP_SET: CONCRETE POST
 JY1837_STAMPING: 47 1993
 JY1837_MARK LOGO: OH-023
 JY1837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1837+STABILITY: SURFACE MOTION
 JY1837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1837+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1837
 JY1837  HISTORY     - Date     Condition        Report By
 JY1837  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1837
 JY1837                          STATION DESCRIPTION
 JY1837
 JY1837'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1837'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP ABOUT
 JY1837'1.7 MILES WEST OF THE VILLAGE OF SOUTH VIENNA.
 JY1837'TO REACH THE STATION FROM THE INTERSECTION OF URBANA-LISBON ROAD
 JY1837'(ROUTE 54) AND U.S. 40 IN SOUTH VIENNA, PROCEED WEST ALONG U.S. 40
 JY1837'1.7 MILES TO ITS INTERSECTION WITH BUENA VISTA ROAD AND THE STATION
 JY1837'ON THE LEFT IN THE SOUTHWEST CORNER OF EASTBOUND U.S. 40 AND BUENA
 JY1837'VISTA ROAD.
 JY1837'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1837'FLUSH WITH THE GROUND AND STAMPED 47 1993.
 JY1837'THE STATION IS 32.3 FEET NORTH FROM THE CENTERLINE OF THE DRIVEWAY TO
 JY1837'RESIDENCE NUMBER 8405, 27.9 FEET SOUTH FROM THE EDGE OF THE PAVEMENT
 JY1837'OF THE EAST BOUND LANES OF U.S. 40, AND 92.0 FEET WEST FROM THE EDGE
 JY1837'OF THE PAVEMENT IN BUENA VISTA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1838 ***********************************************************************
 JY1838  DESIGNATION -  CLARK 47 AZ MK
 JY1838  PID         -  JY1838
 JY1838  STATE/COUNTY-  OH/CLARK
 JY1838  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1838
 JY1838                         *CURRENT SURVEY CONTROL
 JY1838  ___________________________________________________________________
 JY1838* NAD 83(1995)-  39 55 36.20554(N)    083 38 08.62313(W)     ADJUSTED  
 JY1838* NAVD 88     -       352.6    (meters)    1157.     (feet)  GPS OBS   
 JY1838  ___________________________________________________________________
 JY1838  X           -     542,959.238 (meters)                     COMP
 JY1838  Y           -  -4,867,992.186 (meters)                     COMP
 JY1838  Z           -   4,071,954.687 (meters)                     COMP
 JY1838  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 JY1838  ELLIP HEIGHT-         319.58  (meters)          (10/07/05) GPS OBS
 JY1838  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JY1838
 JY1838  HORZ ORDER  -  FIRST
 JY1838  ELLP ORDER  -  FOURTH    CLASS I
 JY1838
 JY1838.The horizontal coordinates were established by GPS observations
 JY1838.and adjusted by the National Geodetic Survey in April 1998..
 JY1838
 JY1838.The orthometric height was determined by GPS observations and a
 JY1838.high-resolution geoid model.
 JY1838
 JY1838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1838
 JY1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1838
 JY1838.The ellipsoidal height was determined by GPS observations
 JY1838.and is referenced to NAD 83.
 JY1838
 JY1838.The geoid height was determined by GEOID03.
 JY1838
 JY1838;                    North         East     Units Scale Factor Converg.
 JY1838;SPC OH S     -   214,507.414   502,916.601   MT  0.99998065   -0 43 14.3
 JY1838;UTM  17      - 4,422,950.654   274,760.534   MT  1.00022461   -1 41 32.4
 JY1838
 JY1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1838!SPC OH S     -   0.99994987  x   0.99998065  =   0.99993052
 JY1838!UTM  17      -   0.99994987  x   1.00022461  =   1.00017447
 JY1838
 JY1838:                Primary Azimuth Mark                     Grid Az
 JY1838:SPC OH S     -  CLARK 47                                 266 03 11.8
 JY1838:UTM  17      -  CLARK 47                                 267 01 29.9
 JY1838
 JY1838|---------------------------------------------------------------------|
 JY1838| PID    Reference Object                     Distance      Geod. Az  |
 JY1838|                                                           dddmmss.s |
 JY1838| JY1837 CLARK 47                            APPROX. 0.9 KM 2651957.5 |
 JY1838|---------------------------------------------------------------------|
 JY1838
 JY1838                          SUPERSEDED SURVEY CONTROL
 JY1838
 JY1838  ELLIP H (04/01/98)  319.62   (m)                       GP(       ) 4 1
 JY1838  NAD 83(1986)-  39 55 36.21248(N)    083 38 08.63053(W) AD(       ) 1
 JY1838
 JY1838.Superseded values are not recommended for survey control.
 JY1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1838.See file dsdata.txt to determine how the superseded data were derived.
 JY1838
 JY1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7476122951(NAD 83)
 JY1838_MARKER: DD = SURVEY DISK
 JY1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1838_SP_SET: CONCRETE POST
 JY1838_STAMPING: 47 AZ 1993
 JY1838_MARK LOGO: OH-023
 JY1838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1838+STABILITY: SURFACE MOTION
 JY1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1838+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1838
 JY1838  HISTORY     - Date     Condition        Report By
 JY1838  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1838
 JY1838                          STATION DESCRIPTION
 JY1838
 JY1838'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1838'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP
 JY1838'ABOUT 1.2 MILES WEST OF THE VILLAGE OF SOUTH VIENNA.
 JY1838'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG U.S. 40
 JY1838'0.5 MILES TO THE MEDIAN AND THE MARK ON THE LEFT.
 JY1838'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1838'CONCRETE FLUSH WITH THE GROUND AND STAMPED 47 AZ 1993.
 JY1838'THE AZIMUTH MARK IS 28.0 FEET SOUTH FROM THE CENTERLINE OF THE
 JY1838'WESTBOUND LANE OF U.S. 40, 51.1 FEET NORTH FROM THE CENTERLINE OF THE
 JY1838'EASTBOUND LANE OF U.S. 40, AND 73.3 FEET SOUTHEAST FROM POWER POLE
 JY1838'NUMBER 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1839 ***********************************************************************
 JY1839  DESIGNATION -  CLARK 48
 JY1839  PID         -  JY1839
 JY1839  STATE/COUNTY-  OH/CLARK
 JY1839  USGS QUAD   -  VIENNA (1973)
 JY1839
 JY1839                         *CURRENT SURVEY CONTROL
 JY1839  ___________________________________________________________________
 JY1839* NAD 83(1995)-  39 55 34.55749(N)    083 36 39.41339(W)     ADJUSTED  
 JY1839* NAVD 88     -       362.8    (meters)    1190.     (feet)  GPS OBS   
 JY1839  ___________________________________________________________________
 JY1839  X           -     545,069.101 (meters)                     COMP
 JY1839  Y           -  -4,867,797.103 (meters)                     COMP
 JY1839  Z           -   4,071,922.258 (meters)                     COMP
 JY1839  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 JY1839  ELLIP HEIGHT-         329.79  (meters)          (10/07/05) GPS OBS
 JY1839  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JY1839
 JY1839  HORZ ORDER  -  FIRST
 JY1839  ELLP ORDER  -  FOURTH    CLASS I
 JY1839
 JY1839.The horizontal coordinates were established by GPS observations
 JY1839.and adjusted by the National Geodetic Survey in April 1998..
 JY1839
 JY1839.The orthometric height was determined by GPS observations and a
 JY1839.high-resolution geoid model.
 JY1839
 JY1839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1839
 JY1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1839
 JY1839.The ellipsoidal height was determined by GPS observations
 JY1839.and is referenced to NAD 83.
 JY1839
 JY1839.The geoid height was determined by GEOID03.
 JY1839
 JY1839;                    North         East     Units Scale Factor Converg.
 JY1839;SPC OH S     -   214,430.237   505,034.132   MT  0.99998057   -0 42 17.7
 JY1839;UTM  17      - 4,422,837.554   276,876.955   MT  1.00021292   -1 40 35.0
 JY1839
 JY1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1839!SPC OH S     -   0.99994827  x   0.99998057  =   0.99992884
 JY1839!UTM  17      -   0.99994827  x   1.00021292  =   1.00016117
 JY1839
 JY1839                          SUPERSEDED SURVEY CONTROL
 JY1839
 JY1839  ELLIP H (04/01/98)  329.84   (m)                       GP(       ) 4 1
 JY1839  NAD 83(1986)-  39 55 34.56451(N)    083 36 39.42095(W) AD(       ) 1
 JY1839
 JY1839.Superseded values are not recommended for survey control.
 JY1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1839.See file dsdata.txt to determine how the superseded data were derived.
 JY1839
 JY1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7687722838(NAD 83)
 JY1839_MARKER: DD = SURVEY DISK
 JY1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1839_SP_SET: CONCRETE POST
 JY1839_STAMPING: 48 1993
 JY1839_MARK LOGO: OH-023
 JY1839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1839+STABILITY: SURFACE MOTION
 JY1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1839+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1839
 JY1839  HISTORY     - Date     Condition        Report By
 JY1839  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1839
 JY1839                          STATION DESCRIPTION
 JY1839
 JY1839'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1839'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP IN
 JY1839'THE VILLAGE OF SOUTH VIENNA.
 JY1839'TO REACH THE STATION FROM THE INTERSECTION OF URBANA-LISBON ROAD
 JY1839'(STATE ROUTE 54) AND I-70 IN SOUTH VIENNA, PROCEED SOUTH ALONG
 JY1839'URBANA-LISBON ROAD (STATE ROUTE 54) 0.5 MILES TO ITS INTERSECTION
 JY1839'WITH U.S. 40 (BYPASS). TURN LEFT AND PROCEED EAST ALONG U.S. 40 200
 JY1839'FEET TO THE STATION ON THE RIGHT.
 JY1839'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1839'FLUSH WITH THE GROUND AND STAMPED 48 1993.
 JY1839'THE STATION IS 11.8 FEET NORTH FROM A RIGHT-OF-WAY FENCE, 17.44 FEET
 JY1839'NORTHEAST OF THE CORNER OF AN OHIO POWER BOX, 22.50 FEET SOUTH FROM A
 JY1839'PK NAIL IN THE PAVEMENT OF EASTBOUND U.S 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1840 ***********************************************************************
 JY1840  DESIGNATION -  CLARK 49
 JY1840  PID         -  JY1840
 JY1840  STATE/COUNTY-  OH/CLARK
 JY1840  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1840
 JY1840                         *CURRENT SURVEY CONTROL
 JY1840  ___________________________________________________________________
 JY1840* NAD 83(1995)-  39 53 51.43831(N)    083 38 21.04903(W)     ADJUSTED  
 JY1840* NAVD 88     -       345.8    (meters)    1135.     (feet)  GPS OBS   
 JY1840  ___________________________________________________________________
 JY1840  X           -     542,895.106 (meters)                     COMP
 JY1840  Y           -  -4,870,080.303 (meters)                     COMP
 JY1840  Z           -   4,069,471.740 (meters)                     COMP
 JY1840  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 JY1840  ELLIP HEIGHT-         312.82  (meters)          (10/07/05) GPS OBS
 JY1840  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JY1840
 JY1840  HORZ ORDER  -  FIRST
 JY1840  ELLP ORDER  -  FOURTH    CLASS I
 JY1840
 JY1840.The horizontal coordinates were established by GPS observations
 JY1840.and adjusted by the National Geodetic Survey in April 1998..
 JY1840
 JY1840.The orthometric height was determined by GPS observations and a
 JY1840.high-resolution geoid model.
 JY1840
 JY1840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1840
 JY1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1840
 JY1840.The ellipsoidal height was determined by GPS observations
 JY1840.and is referenced to NAD 83.
 JY1840
 JY1840.The geoid height was determined by GEOID03.
 JY1840
 JY1840;                    North         East     Units Scale Factor Converg.
 JY1840;SPC OH S     -   211,280.177   502,580.804   MT  0.99997597   -0 43 22.2
 JY1840;UTM  17      - 4,419,728.774   274,369.986   MT  1.00022678   -1 41 36.7
 JY1840
 JY1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1840!SPC OH S     -   0.99995093  x   0.99997597  =   0.99992690
 JY1840!UTM  17      -   0.99995093  x   1.00022678  =   1.00017770
 JY1840
 JY1840                          SUPERSEDED SURVEY CONTROL
 JY1840
 JY1840  ELLIP H (04/01/98)  312.86   (m)                       GP(       ) 4 1
 JY1840  NAD 83(1986)-  39 53 51.44530(N)    083 38 21.05646(W) AD(       ) 1
 JY1840
 JY1840.Superseded values are not recommended for survey control.
 JY1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1840.See file dsdata.txt to determine how the superseded data were derived.
 JY1840
 JY1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7437019729(NAD 83)
 JY1840_MARKER: DD = SURVEY DISK
 JY1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1840_SP_SET: CONCRETE POST
 JY1840_STAMPING: 49 1993
 JY1840_MARK LOGO: OH-023
 JY1840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1840+STABILITY: SURFACE MOTION
 JY1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1840+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1840
 JY1840  HISTORY     - Date     Condition        Report By
 JY1840  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1840
 JY1840                          STATION DESCRIPTION
 JY1840
 JY1840'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1840'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP ABOUT
 JY1840'2.4 MILES SOUTHWEST OF THE VILLAGE OF SOUTH VIENNA.
 JY1840'TO REACH THE STATION FROM THE INTERSECTION OF I-70 AND URBANA-LISBON
 JY1840'ROAD (STATE ROUTE 54) IN SOUTH VIENNA, PROCEED SOUTH ALONG
 JY1840'URBANA-LISBON ROAD (STATE ROUTE 54) 2.5 MILES TO ITS INTERSECTION
 JY1840'WITH PLATTSBURG ROAD. TURN RIGHT AND PROCEED WEST ALONG PLATTSBURG
 JY1840'ROAD 1.65 MILES TO ITS INTERSECTION WITH BUENA VISTA ROAD.  TURN LEFT
 JY1840'AND PROCEED SOUTH ALONG BUENA VISTA ROAD 0.3 MILES TO THE STATION ON
 JY1840'THE RIGHT BEFORE A RAILROAD CROSSING.
 JY1840'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1840'FLUSH WITH THE GROUND AND STAMPED 49 1993.
 JY1840'THE STATION IS 11.55 FEET NORTHEAST FROM A RISER POLE, 29.3 FEET NORTH
 JY1840'FROM THE NORTH RAILROAD TRACK, AND 43.4 FEET WEST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3695 ***********************************************************************
 JZ3695  DESIGNATION -  CLARK 5
 JZ3695  PID         -  JZ3695
 JZ3695  STATE/COUNTY-  OH/CLARK
 JZ3695  USGS QUAD   -  NEW CARLISLE (1984)
 JZ3695
 JZ3695                         *CURRENT SURVEY CONTROL
 JZ3695  ___________________________________________________________________
 JZ3695* NAD 83(1995)-  39 56 26.90483(N)    084 01 26.25924(W)     ADJUSTED  
 JZ3695* NAVD 88     -       275.4    (meters)     904.     (feet)  GPS OBS   
 JZ3695  ___________________________________________________________________
 JZ3695  X           -     509,851.161 (meters)                     COMP
 JZ3695  Y           -  -4,870,502.103 (meters)                     COMP
 JZ3695  Z           -   4,073,104.080 (meters)                     COMP
 JZ3695  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 JZ3695  ELLIP HEIGHT-         242.18  (meters)          (10/07/05) GPS OBS
 JZ3695  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JZ3695
 JZ3695  HORZ ORDER  -  FIRST
 JZ3695  ELLP ORDER  -  FOURTH    CLASS I
 JZ3695
 JZ3695.The horizontal coordinates were established by GPS observations
 JZ3695.and adjusted by the National Geodetic Survey in April 1998..
 JZ3695
 JZ3695.The orthometric height was determined by GPS observations and a
 JZ3695.high-resolution geoid model.
 JZ3695
 JZ3695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3695
 JZ3695.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3695
 JZ3695.The ellipsoidal height was determined by GPS observations
 JZ3695.and is referenced to NAD 83.
 JZ3695
 JZ3695.The geoid height was determined by GEOID03.
 JZ3695
 JZ3695;                    North         East     Units Scale Factor Converg.
 JZ3695;SPC OH S     -   216,559.604   469,759.198   MT  0.99998301   -0 58 01.1
 JZ3695;UTM  16      - 4,425,429.030   754,273.331   MT  1.00039603   +1 54 41.9
 JZ3695;UTM  17      - 4,425,566.814   241,631.553   MT  1.00042188   -1 56 32.8
 JZ3695
 JZ3695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3695!SPC OH S     -   0.99996201  x   0.99998301  =   0.99994502
 JZ3695!UTM  16      -   0.99996201  x   1.00039603  =   1.00035802
 JZ3695!UTM  17      -   0.99996201  x   1.00042188  =   1.00038387
 JZ3695
 JZ3695                          SUPERSEDED SURVEY CONTROL
 JZ3695
 JZ3695  ELLIP H (04/01/98)  242.24   (m)                       GP(       ) 4 1
 JZ3695  NAD 83(1986)-  39 56 26.91186(N)    084 01 26.26426(W) AD(       ) 1
 JZ3695
 JZ3695.Superseded values are not recommended for survey control.
 JZ3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3695.See file dsdata.txt to determine how the superseded data were derived.
 JZ3695
 JZ3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5427325429(NAD 83)
 JZ3695_MARKER: DD = SURVEY DISK
 JZ3695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3695_SP_SET: CONCRETE POST
 JZ3695_STAMPING: 5 1993
 JZ3695_MARK LOGO: OH-023
 JZ3695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3695+STABILITY: SURFACE MOTION
 JZ3695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3695+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3695
 JZ3695  HISTORY     - Date     Condition        Report By
 JZ3695  HISTORY     - 1993     MONUMENTED       GEOMET
 JZ3695
 JZ3695                          STATION DESCRIPTION
 JZ3695
 JZ3695'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JZ3695'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN BETHEL TOWNSHIP ABOUT
 JZ3695'0.1 MILES EAST OF THE CITY OF NEW CARLISLE.
 JZ3695'TO REACH THE STATION FROM THE INTERSECTION OF NORTH DAYTON-LAKEVIEW
 JZ3695'(STATE ROUTE 235) AND NEW CARLISLE PIKE/LAKE AVENUE IN NEW CARLISLE,
 JZ3695'PROCEED EAST ALONG NEW CARLISLE PIKE APPROXIMATELY 150 FEET TO THE
 JZ3695'GRASS STRIP BEHIND NEW CARLISLE SAVINGS BANK AND THE STATION ON THE
 JZ3695'LEFT.
 JZ3695'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JZ3695'FLUSH WITH THE GROUND AND STAMPED 5 1993.
 JZ3695'THE STATION IS 12.96 FEET SOUTH OF A PK NAIL IN THE PARKING LOT, 26.85
 JZ3695'FEET EAST FROM A PK NAIL IN THE CENTERLINE OF THE CENTER ENTRANCE TO
 JZ3695'THE PARKING LOT, 27.64 FEET WEST FROM A PK NAIL IN THE CENTERLINE OF
 JZ3695'THE EAST ENTRANCE TO THE PARKING LOT, AND 14.60 FEET NORTHEAST FROM
 JZ3695'POWER POLE NUMBER 40875.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1841 ***********************************************************************
 JY1841  DESIGNATION -  CLARK 50
 JY1841  PID         -  JY1841
 JY1841  STATE/COUNTY-  OH/CLARK
 JY1841  USGS QUAD   -  SOUTH CHARLESTON (1984)
 JY1841
 JY1841                         *CURRENT SURVEY CONTROL
 JY1841  ___________________________________________________________________
 JY1841* NAD 83(1995)-  39 52 17.30031(N)    083 41 38.36038(W)     ADJUSTED  
 JY1841* NAVD 88     -       324.1    (meters)    1063.     (feet)  GPS OBS   
 JY1841  ___________________________________________________________________
 JY1841  X           -     538,438.845 (meters)                     COMP
 JY1841  Y           -  -4,872,431.385 (meters)                     COMP
 JY1841  Z           -   4,067,229.719 (meters)                     COMP
 JY1841  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 JY1841  ELLIP HEIGHT-         290.99  (meters)          (10/07/05) GPS OBS
 JY1841  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JY1841
 JY1841  HORZ ORDER  -  FIRST
 JY1841  ELLP ORDER  -  FOURTH    CLASS I
 JY1841
 JY1841.The horizontal coordinates were established by GPS observations
 JY1841.and adjusted by the National Geodetic Survey in April 1998..
 JY1841
 JY1841.The orthometric height was determined by GPS observations and a
 JY1841.high-resolution geoid model.
 JY1841
 JY1841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1841
 JY1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1841
 JY1841.The ellipsoidal height was determined by GPS observations
 JY1841.and is referenced to NAD 83.
 JY1841
 JY1841.The geoid height was determined by GEOID03.
 JY1841
 JY1841;                    North         East     Units Scale Factor Converg.
 JY1841;SPC OH S     -   208,437.624   497,855.609   MT  0.99997199   -0 45 27.4
 JY1841;UTM  17      - 4,416,965.922   269,596.056   MT  1.00025359   -1 43 40.0
 JY1841
 JY1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1841!SPC OH S     -   0.99995435  x   0.99997199  =   0.99992634
 JY1841!UTM  17      -   0.99995435  x   1.00025359  =   1.00020793
 JY1841
 JY1841                          SUPERSEDED SURVEY CONTROL
 JY1841
 JY1841  ELLIP H (04/01/98)  291.04   (m)                       GP(       ) 4 1
 JY1841  NAD 83(1986)-  39 52 17.30726(N)    083 41 38.36753(W) AD(       ) 1
 JY1841
 JY1841.Superseded values are not recommended for survey control.
 JY1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1841.See file dsdata.txt to determine how the superseded data were derived.
 JY1841
 JY1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6959616966(NAD 83)
 JY1841_MARKER: DD = SURVEY DISK
 JY1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1841_SP_SET: CONCRETE POST
 JY1841_STAMPING: 50 1993
 JY1841_MARK LOGO: OH-023
 JY1841_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1841+STABILITY: SURFACE MOTION
 JY1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1841+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1996
 JY1841
 JY1841  HISTORY     - Date     Condition        Report By
 JY1841  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1841  HISTORY     - 19960424 GOOD             ATLTEC
 JY1841
 JY1841                          STATION DESCRIPTION
 JY1841
 JY1841'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1841'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP ABOUT
 JY1841'4.0 MILES NORTHWEST OF THE VILLAGE OF SOUTH CHARLESTON.
 JY1841'TO REACH THE STATION FROM THE INTERSECTION OF COLUMBUS-CINCINNATI ROAD
 JY1841'(U.S. 42) AND SOUTH CHARLESTON PIKE (STATE ROUTE 41) IN SOUTH
 JY1841'CHARLESTON, PROCEED NORTH ALONG SOUTH CHARLESTON PIKE (STATE ROUTE
 JY1841'41)5.1 MILES TO THE STATION ON THE LEFT NEAR A CONCRETE WALL.
 JY1841'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1841'FLUSH WITH THE GROUND AND STAMPED 50 1993.
 JY1841'THE STATION IS 24.8 FEET NORTHEAST FROM RAILROAD TRACK, 28.2 FEET WEST
 JY1841'FROM A PK NAIL IN THE WHITE LINE AT THE EDGE OF THE ROAD, 29.5 FEET
 JY1841'SOUTH FROM A PK NAIL IN THE WHITE LINE AT THE EDGE OF THE ROAD, AND
 JY1841'56.0 FEET SOUTHEAST FROM THE SOUTHWEST CORNER OF A CONCRETE HEAD
 JY1841'WALL.
 JY1841
 JY1841                          STATION RECOVERY (1996)
 JY1841
 JY1841'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1996 (WEH)
 JY1841'DESCRIBED BY GEOMETRICS GPS INCORPORATED.  THE STATION IS LOCATED IN
 JY1841'CLARK COUNTY, OHIO IN HARMONY TOWNSHIP ABOUT 4.0 MILES (6.4 KM)
 JY1841'NORTHWEST OF THE VILLAGE OF SOUTH CHARLESTON.  TO REACH THE STATION
 JY1841'FROM THE INTERSECTION OF COLUMBUS-CINCINNATI ROAD (U.S.42) AND SOUTH
 JY1841'CHARLESTON PIKE (STATE ROUTE 41) IN SOUTH CHARLESTON, PROCEED NORTH
 JY1841'ALONG SOUTH CHARLESTON PIKE (STATE ROUTE 41) 5.1 MILES (8.2 KM) TO THE
 JY1841'STATION ON THE LEFT NEAR A CONCRETE WALL.  THE STATION IS A 3.25 INCH
 JY1841'DIAMETER ALUMINUM CLARK COUNTY ENGINEER SURVEY DISK SET IN CONCRETE
 JY1841'FLUSH WITH THE GROUND AND STAMPED 50 1993.  THE STATION IS 24.8 FEET
 JY1841'(7.6 M) NORTHWEST FROM RAILROAD TRACK, 28.2 FEET (8.6 M) WEST FROM A
 JY1841'PK NAIL IN THE WHITE LINE AT THE EDGE OF THE ROAD, 29.5 FEET (9.0 M)
 JY1841'SOUTH FROM A PK NAIL IN THE WHITE LINE AT THE EDGE OF THE ROAD AND
 JY1841'56.0 FEET (17.1 M) SOUTHEAST FROM THE SOUTHWEST CORNER OF A CONCRETE
 JY1841'HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1842 ***********************************************************************
 JY1842  DESIGNATION -  CLARK 51
 JY1842  PID         -  JY1842
 JY1842  STATE/COUNTY-  OH/CLARK
 JY1842  USGS QUAD   -  SOUTH CHARLESTON (1984)
 JY1842
 JY1842                         *CURRENT SURVEY CONTROL
 JY1842  ___________________________________________________________________
 JY1842* NAD 83(1995)-  39 52 03.45154(N)    083 37 42.88793(W)     ADJUSTED  
 JY1842* NAVD 88     -       350.2    (meters)    1149.     (feet)  GPS OBS   
 JY1842  ___________________________________________________________________
 JY1842  X           -     544,033.494 (meters)                     COMP
 JY1842  Y           -  -4,872,105.662 (meters)                     COMP
 JY1842  Z           -   4,066,918.695 (meters)                     COMP
 JY1842  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 JY1842  ELLIP HEIGHT-         317.22  (meters)          (10/07/05) GPS OBS
 JY1842  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JY1842
 JY1842  HORZ ORDER  -  FIRST
 JY1842  ELLP ORDER  -  FOURTH    CLASS I
 JY1842
 JY1842.The horizontal coordinates were established by GPS observations
 JY1842.and adjusted by the National Geodetic Survey in April 1998..
 JY1842
 JY1842.The orthometric height was determined by GPS observations and a
 JY1842.high-resolution geoid model.
 JY1842
 JY1842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1842
 JY1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1842
 JY1842.The ellipsoidal height was determined by GPS observations
 JY1842.and is referenced to NAD 83.
 JY1842
 JY1842.The geoid height was determined by GEOID03.
 JY1842
 JY1842;                    North         East     Units Scale Factor Converg.
 JY1842;SPC OH S     -   207,938.578   503,445.637   MT  0.99997142   -0 42 58.0
 JY1842;UTM  17      - 4,416,372.170   275,178.322   MT  1.00022230   -1 41 08.4
 JY1842
 JY1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1842!SPC OH S     -   0.99995024  x   0.99997142  =   0.99992166
 JY1842!UTM  17      -   0.99995024  x   1.00022230  =   1.00017253
 JY1842
 JY1842                          SUPERSEDED SURVEY CONTROL
 JY1842
 JY1842  ELLIP H (04/01/98)  317.25   (m)                       GP(       ) 4 1
 JY1842  NAD 83(1986)-  39 52 03.45857(N)    083 37 42.89537(W) AD(       ) 1
 JY1842
 JY1842.Superseded values are not recommended for survey control.
 JY1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1842.See file dsdata.txt to determine how the superseded data were derived.
 JY1842
 JY1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7517816372(NAD 83)
 JY1842_MARKER: DD = SURVEY DISK
 JY1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1842_SP_SET: CONCRETE POST
 JY1842_STAMPING: 51 1993
 JY1842_MARK LOGO: OH-023
 JY1842_PROJECTION: FLUSH
 JY1842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1842+STABILITY: SURFACE MOTION
 JY1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1842+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 JY1842
 JY1842  HISTORY     - Date     Condition        Report By
 JY1842  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1842  HISTORY     - 20000420 GOOD             ATLTEC
 JY1842
 JY1842                          STATION DESCRIPTION
 JY1842
 JY1842'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1842'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP ABOUT
 JY1842'2.9 MILES NORTH OF THE VILLAGE OF SOUTH CHARLESTON.
 JY1842'TO REACH THE STATION FROM THE INTERSECTION OF COLUMBUS-CINCINNATI U.S.
 JY1842'42 AND SOUTH CHARLESTON PIKE (STATE ROUTE 41) IN SOUTH CAHRLESTON,
 JY1842'PROCEED NORTH ALONG STATE ROUTE 41 2.3 MILES TO ITS INTERSECTION WITH
 JY1842'SOUTH URBANA-LISBON ROAD (STATE ROUTE 54).  TURN RIGHT AND PROCEED
 JY1842'NORTHEAST ALONG ON STATE ROUTE 54 0.7 MILES TO THE STATION ON THE
 JY1842'RIGHT NEAR A FENCE CORNER ACROSS FROM HOUSE NUMBER 3241.
 JY1842'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1842'FLUSH WITH THE GROUND AND STAMPED 51 1993.
 JY1842'THE STATION IS 9.80 FEET NORTHEAST FROM A PK NAIL IN A POWER POLE,
 JY1842'22.64 FEET SOUTHEAST FROM A PK NAIL IN THE CENTERLINE OF STATE ROUTE
 JY1842'54, AND THE STATION IS 23.83 FEET SOUTHEAST FROM A PK NAIL IN THE
 JY1842'CENTERLINE OF STATE ROUTE 54.
 JY1842
 JY1842                          STATION RECOVERY (2000)
 JY1842
 JY1842'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 JY1842'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1842'RECOVERED AS DESCRIBED
 JY1842' 
 JY1842'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1843 ***********************************************************************
 JY1843  DESIGNATION -  CLARK 52
 JY1843  PID         -  JY1843
 JY1843  STATE/COUNTY-  OH/CLARK
 JY1843  USGS QUAD   -  SOUTH CHARLESTON (1984)
 JY1843
 JY1843                         *CURRENT SURVEY CONTROL
 JY1843  ___________________________________________________________________
 JY1843* NAD 83(1995)-  39 50 23.50926(N)    083 39 19.60002(W)     ADJUSTED  
 JY1843* NAVD 88     -       330.8    (meters)    1085.     (feet)  GPS OBS   
 JY1843  ___________________________________________________________________
 JY1843  X           -     541,965.686 (meters)                     COMP
 JY1843  Y           -  -4,874,308.730 (meters)                     COMP
 JY1843  Z           -   4,064,539.821 (meters)                     COMP
 JY1843  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 JY1843  ELLIP HEIGHT-         297.83  (meters)          (10/07/05) GPS OBS
 JY1843  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JY1843
 JY1843  HORZ ORDER  -  FIRST
 JY1843  ELLP ORDER  -  FOURTH    CLASS I
 JY1843
 JY1843.The horizontal coordinates were established by GPS observations
 JY1843.and adjusted by the National Geodetic Survey in April 1998..
 JY1843
 JY1843.The orthometric height was determined by GPS observations and a
 JY1843.high-resolution geoid model.
 JY1843
 JY1843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1843
 JY1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1843
 JY1843.The ellipsoidal height was determined by GPS observations
 JY1843.and is referenced to NAD 83.
 JY1843
 JY1843.The geoid height was determined by GEOID03.
 JY1843
 JY1843;                    North         East     Units Scale Factor Converg.
 JY1843;SPC OH S     -   204,885.555   501,107.962   MT  0.99996745   -0 43 59.3
 JY1843;UTM  17      - 4,413,358.342   272,788.721   MT  1.00023560   -1 42 06.9
 JY1843
 JY1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1843!SPC OH S     -   0.99995328  x   0.99996745  =   0.99992073
 JY1843!UTM  17      -   0.99995328  x   1.00023560  =   1.00018887
 JY1843
 JY1843:                Primary Azimuth Mark                     Grid Az
 JY1843:SPC OH S     -  CLARK 52 AZ MK                           103 28 32.0
 JY1843:UTM  17      -  CLARK 52 AZ MK                           104 26 39.6
 JY1843
 JY1843|---------------------------------------------------------------------|
 JY1843| PID    Reference Object                     Distance      Geod. Az  |
 JY1843|                                                           dddmmss.s |
 JY1843| JY1844 CLARK 52 AZ MK                      APPROX. 1.2 KM 1024432.7 |
 JY1843|---------------------------------------------------------------------|
 JY1843
 JY1843                          SUPERSEDED SURVEY CONTROL
 JY1843
 JY1843  ELLIP H (04/01/98)  297.88   (m)                       GP(       ) 4 1
 JY1843  NAD 83(1986)-  39 50 23.51626(N)    083 39 19.60727(W) AD(       ) 1
 JY1843
 JY1843.Superseded values are not recommended for survey control.
 JY1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1843.See file dsdata.txt to determine how the superseded data were derived.
 JY1843
 JY1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7278913358(NAD 83)
 JY1843_MARKER: DD = SURVEY DISK
 JY1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1843_SP_SET: CONCRETE POST
 JY1843_STAMPING: 52 1993
 JY1843_MARK LOGO: OH-023
 JY1843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1843+STABILITY: SURFACE MOTION
 JY1843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1843+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1843
 JY1843  HISTORY     - Date     Condition        Report By
 JY1843  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1843
 JY1843                          STATION DESCRIPTION
 JY1843
 JY1843'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1843'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP ABOUT
 JY1843'1.4 MILES NORTHWEST OF THE VILLAGE SOUTH CHARLESTON.
 JY1843'TO REACH THE STATION FROM THE INTERSECTION OF COLUMBUS-CINCINNATI ROAD
 JY1843'(U.S. 42) AND SOUTH CHARLESTON PIKE (STATE ROUTE 41) IN SOUTH
 JY1843'CHARLESTON, PROCEED NORHTWEST ALONG STATE ROUTE 41 0.3 MILES TO ITS
 JY1843'INTERSECTION WITH OLD SPRINGFIELD ROAD BEAR LEFT ON OLD SPRINGFIELD
 JY1843'ROAD AND TRAVEL 1.4 MILES NORTHWEST AND THEN WEST TO THE STATION ON
 JY1843'THE LEFT AT THE SECTION LINE.
 JY1843'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1843'FLUSH WITH THE GROUND AND STAMPED 52 1993.
 JY1843'THE STATION IS 33.40 FEET SOUTHWEST FROM A NAIL IN THE CENTERLINE OF
 JY1843'OF OLD SPRINGFIELD ROAD, 24.40 FEET SOUTH FROM THE CENTERLINE IN OLD
 JY1843'SPRINGFIELD ROAD, AND 21.33 FEET NORTH FROM A VERTICAL RAILROAD TIE
 JY1843'IN A FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1844 ***********************************************************************
 JY1844  DESIGNATION -  CLARK 52 AZ MK
 JY1844  PID         -  JY1844
 JY1844  STATE/COUNTY-  OH/CLARK
 JY1844  USGS QUAD   -  SOUTH CHARLESTON (1984)
 JY1844
 JY1844                         *CURRENT SURVEY CONTROL
 JY1844  ___________________________________________________________________
 JY1844* NAD 83(1995)-  39 50 14.81816(N)    083 38 29.76373(W)     ADJUSTED  
 JY1844* NAVD 88     -       341.7    (meters)    1121.     (feet)  GPS OBS   
 JY1844  ___________________________________________________________________
 JY1844  X           -     543,163.311 (meters)                     COMP
 JY1844  Y           -  -4,874,356.618 (meters)                     COMP
 JY1844  Z           -   4,064,340.958 (meters)                     COMP
 JY1844  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 JY1844  ELLIP HEIGHT-         308.71  (meters)          (10/07/05) GPS OBS
 JY1844  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JY1844
 JY1844  HORZ ORDER  -  FIRST
 JY1844  ELLP ORDER  -  FOURTH    CLASS I
 JY1844
 JY1844.The horizontal coordinates were established by GPS observations
 JY1844.and adjusted by the National Geodetic Survey in April 1998..
 JY1844
 JY1844.The orthometric height was determined by GPS observations and a
 JY1844.high-resolution geoid model.
 JY1844
 JY1844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1844
 JY1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1844
 JY1844.The ellipsoidal height was determined by GPS observations
 JY1844.and is referenced to NAD 83.
 JY1844
 JY1844.The geoid height was determined by GEOID03.
 JY1844
 JY1844;                    North         East     Units Scale Factor Converg.
 JY1844;SPC OH S     -   204,602.464   502,289.338   MT  0.99996712   -0 43 27.7
 JY1844;UTM  17      - 4,413,055.239   273,965.454   MT  1.00022904   -1 41 34.6
 JY1844
 JY1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1844!SPC OH S     -   0.99995157  x   0.99996712  =   0.99991869
 JY1844!UTM  17      -   0.99995157  x   1.00022904  =   1.00018060
 JY1844
 JY1844:                Primary Azimuth Mark                     Grid Az
 JY1844:SPC OH S     -  CLARK 52                                 283 28 32.4
 JY1844:UTM  17      -  CLARK 52                                 284 26 39.3
 JY1844
 JY1844|---------------------------------------------------------------------|
 JY1844| PID    Reference Object                     Distance      Geod. Az  |
 JY1844|                                                           dddmmss.s |
 JY1844| JY1843 CLARK 52                            APPROX. 1.2 KM 2824504.7 |
 JY1844|---------------------------------------------------------------------|
 JY1844
 JY1844                          SUPERSEDED SURVEY CONTROL
 JY1844
 JY1844  ELLIP H (04/01/98)  308.76   (m)                       GP(       ) 4 1
 JY1844  NAD 83(1986)-  39 50 14.82515(N)    083 38 29.77098(W) AD(       ) 1
 JY1844
 JY1844.Superseded values are not recommended for survey control.
 JY1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1844.See file dsdata.txt to determine how the superseded data were derived.
 JY1844
 JY1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7396513055(NAD 83)
 JY1844_MARKER: DD = SURVEY DISK
 JY1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1844_SP_SET: CONCRETE POST
 JY1844_STAMPING: 52 AZ 1993
 JY1844_MARK LOGO: OH-023
 JY1844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1844+STABILITY: SURFACE MOTION
 JY1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1844+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1844
 JY1844  HISTORY     - Date     Condition        Report By
 JY1844  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1844
 JY1844                          STATION DESCRIPTION
 JY1844
 JY1844'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1844'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP
 JY1844'1.0 MILES NORTHWEST OF THE VILLAGE OF SOUTH CHARLESTON.
 JY1844'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST THEN SOUTHEAST
 JY1844'ALONG OLD SPRINGFIELD ROAD 0.7 MILES TO THE STATION ON THE RIGHT NEAR
 JY1844'THE FENCE OF CULTIVATED LAND.
 JY1844'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1844'CONCRETE FLUSH WITH THE GROUND AND STAMPED 52 AZ 1993.
 JY1844'THE AZIMUTH MARK IS 88.5 FEET SOUTHEAST FROM A POWER POLE, 21.0 FEET
 JY1844'SOUTHWEST FROM THE CENTERLINE OF OLD SPRINGFIELD ROAD, AND 9.72 FEET
 JY1844'NORTHEAST FROM A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1845 ***********************************************************************
 JY1845  DESIGNATION -  CLARK 53
 JY1845  PID         -  JY1845
 JY1845  STATE/COUNTY-  OH/CLARK
 JY1845  USGS QUAD   -  FLORENCE (1984)
 JY1845
 JY1845                         *CURRENT SURVEY CONTROL
 JY1845  ___________________________________________________________________
 JY1845* NAD 83(1995)-  39 49 23.54915(N)    083 37 21.14891(W)     ADJUSTED  
 JY1845* NAVD 88     -       344.4    (meters)    1130.     (feet)  GPS OBS   
 JY1845  ___________________________________________________________________
 JY1845  X           -     544,897.492 (meters)                     COMP
 JY1845  Y           -  -4,875,184.316 (meters)                     COMP
 JY1845  Z           -   4,063,128.322 (meters)                     COMP
 JY1845  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 JY1845  ELLIP HEIGHT-         311.41  (meters)          (10/07/05) GPS OBS
 JY1845  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JY1845
 JY1845  HORZ ORDER  -  FIRST
 JY1845  ELLP ORDER  -  FOURTH    CLASS I
 JY1845
 JY1845.The horizontal coordinates were established by GPS observations
 JY1845.and adjusted by the National Geodetic Survey in April 1998..
 JY1845
 JY1845.The orthometric height was determined by GPS observations and a
 JY1845.high-resolution geoid model.
 JY1845
 JY1845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1845
 JY1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1845
 JY1845.The ellipsoidal height was determined by GPS observations
 JY1845.and is referenced to NAD 83.
 JY1845
 JY1845.The geoid height was determined by GEOID03.
 JY1845
 JY1845;                    North         East     Units Scale Factor Converg.
 JY1845;SPC OH S     -   203,000.946   503,900.932   MT  0.99996518   -0 42 44.2
 JY1845;UTM  17      - 4,411,426.295   275,550.164   MT  1.00022025   -1 40 48.8
 JY1845
 JY1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1845!SPC OH S     -   0.99995115  x   0.99996518  =   0.99991633
 JY1845!UTM  17      -   0.99995115  x   1.00022025  =   1.00017139
 JY1845
 JY1845:                Primary Azimuth Mark                     Grid Az
 JY1845:SPC OH S     -  CLARK 247                                012 15 26.7
 JY1845:UTM  17      -  CLARK 247                                013 13 31.3
 JY1845
 JY1845|---------------------------------------------------------------------|
 JY1845| PID    Reference Object                     Distance      Geod. Az  |
 JY1845|                                                           dddmmss.s |
 JY1845| DF6294 CLARK 247                           APPROX. 1.0 KM 0113242.5 |
 JY1845| DF6297 CLARK 251                           APPROX. 0.8 KM 1742227.8 |
 JY1845|---------------------------------------------------------------------|
 JY1845
 JY1845                          SUPERSEDED SURVEY CONTROL
 JY1845
 JY1845  ELLIP H (04/01/98)  311.49   (m)                       GP(       ) 4 1
 JY1845  NAD 83(1986)-  39 49 23.55615(N)    083 37 21.15616(W) AD(       ) 1
 JY1845
 JY1845.Superseded values are not recommended for survey control.
 JY1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1845.See file dsdata.txt to determine how the superseded data were derived.
 JY1845
 JY1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7555011426(NAD 83)
 JY1845_MARKER: DD = SURVEY DISK
 JY1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1845_SP_SET: CONCRETE POST
 JY1845_STAMPING: 53 1993
 JY1845_MARK LOGO: OH-023
 JY1845_PROJECTION: FLUSH
 JY1845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1845+STABILITY: SURFACE MOTION
 JY1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1845+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 JY1845
 JY1845  HISTORY     - Date     Condition        Report By
 JY1845  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1845  HISTORY     - 20000420 GOOD             ATLTEC
 JY1845
 JY1845                          STATION DESCRIPTION
 JY1845
 JY1845'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1845'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP ABOUT
 JY1845'0.8 MILES SOUTHEAST OF THE VILLAGE OF SOUTH CHARLESTON.
 JY1845'TO REACH THE STATION FROM THE INTERSECTION OF COLUMBUS-CINCINNATI ROAD
 JY1845'(U.S. 42) AND SOUTH CHARLESTON PIKE (STATE ROUTE 41) IN SOUTH
 JY1845'CHARLESTON, PROCEED SOUTHEAST ALONG SOUTH CHARLESTON PIKE 0.5 MILES
 JY1845'TO ITS INTERSECTION WITH HUNTINGTON ROAD.  TURN LEFT AND PROCEED 0.3
 JY1845'MILES TO THE STATION ON THE LEFT BEFORE COUNTRY MARK STORAGE YARD.
 JY1845'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1845'FLUSH WITH THE GROUND AND STAMPED 53 1993.
 JY1845'THE STATION IS 54.26 FEET SOUTHWEST FROM THE NORTHWEST CORNER OF A
 JY1845'CHAIN LINK FENCE AROUND COUNTRY MARK STORAGE YARD, 40.62 FEET
 JY1845'NORTHWEST FROM A PK NAIL IN THE CENTERLINE OF HUNTINGTON ROAD, AND
 JY1845'33.11 FEET SOUTHEAST FROM A PK NAIL IN THE CONRAIL TRACKS.
 JY1845
 JY1845                          STATION RECOVERY (2000)
 JY1845
 JY1845'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 JY1845'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1845'RECOVERED AS DESCRIBED
 JY1845' 
 JY1845'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1846 ***********************************************************************
 JY1846  DESIGNATION -  CLARK 54
 JY1846  PID         -  JY1846
 JY1846  STATE/COUNTY-  OH/CLARK
 JY1846  USGS QUAD   -  SOUTH CHARLESTON (1984)
 JY1846
 JY1846                         *CURRENT SURVEY CONTROL
 JY1846  ___________________________________________________________________
 JY1846* NAD 83(1995)-  39 48 38.35258(N)    083 39 51.42317(W)     ADJUSTED  
 JY1846* NAVD 88     -       330.0    (meters)    1083.     (feet)  GPS OBS   
 JY1846  ___________________________________________________________________
 JY1846  X           -     541,442.814 (meters)                     COMP
 JY1846  Y           -  -4,876,456.173 (meters)                     COMP
 JY1846  Z           -   4,062,048.338 (meters)                     COMP
 JY1846  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 JY1846  ELLIP HEIGHT-         296.97  (meters)          (10/07/05) GPS OBS
 JY1846  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JY1846
 JY1846  HORZ ORDER  -  FIRST
 JY1846  ELLP ORDER  -  FOURTH    CLASS I
 JY1846
 JY1846.The horizontal coordinates were established by GPS observations
 JY1846.and adjusted by the National Geodetic Survey in April 1998..
 JY1846
 JY1846.The orthometric height was determined by GPS observations and a
 JY1846.high-resolution geoid model.
 JY1846
 JY1846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1846
 JY1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1846
 JY1846.The ellipsoidal height was determined by GPS observations
 JY1846.and is referenced to NAD 83.
 JY1846
 JY1846.The geoid height was determined by GEOID03.
 JY1846
 JY1846;                    North         East     Units Scale Factor Converg.
 JY1846;SPC OH S     -   201,652.411   500,309.612   MT  0.99996353   -0 44 19.5
 JY1846;UTM  17      - 4,410,138.273   271,935.616   MT  1.00024039   -1 42 23.6
 JY1846
 JY1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1846!SPC OH S     -   0.99995341  x   0.99996353  =   0.99991694
 JY1846!UTM  17      -   0.99995341  x   1.00024039  =   1.00019379
 JY1846
 JY1846                          SUPERSEDED SURVEY CONTROL
 JY1846
 JY1846  ELLIP H (04/01/98)  297.03   (m)                       GP(       ) 4 1
 JY1846  NAD 83(1986)-  39 48 38.35955(N)    083 39 51.43036(W) AD(       ) 1
 JY1846
 JY1846.Superseded values are not recommended for survey control.
 JY1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1846.See file dsdata.txt to determine how the superseded data were derived.
 JY1846
 JY1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7193610138(NAD 83)
 JY1846_MARKER: DD = SURVEY DISK
 JY1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1846_SP_SET: CONCRETE POST
 JY1846_STAMPING: 54 1993
 JY1846_MARK LOGO: OH-023
 JY1846_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1846+STABILITY: SURFACE MOTION
 JY1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1846+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1846
 JY1846  HISTORY     - Date     Condition        Report By
 JY1846  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1846
 JY1846                          STATION DESCRIPTION
 JY1846
 JY1846'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1846'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP ABOUT
 JY1846'2.0 MILES SOUTHWEST OF THE VILLAGE OF SOUTH CHARLESTON.
 JY1846'TO REACH THE STATION FROM THE INTERSECTION OF COLUMBUS-CINCINNATI ROAD
 JY1846'(U.S. 42) AND SOUTH CHARLESTON PIKE (STATE ROUTE 41) IN SOUTH
 JY1846'CHARLESTON, PROCEED SOUTHWEST ALONG U.S. 42 1.8 MILES TO THE STATION
 JY1846'ON THE RIGHT NEAR A WIRE FENCE OF A CULTIVATED FIELD.
 JY1846'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1846'FLUSH WITH THE GROUND AND STAMPED 54 1993.
 JY1846'THE STATION IS 77.4 FEET SOUTHWEST FROM A POLE, 10.75 FEET SOUTHEAST
 JY1846'FROM A FENCE LINE, AND 39.2 FEET NORTHWEST FROM A PK NAIL IN THE
 JY1846'CENTERLINE OF STATE ROUTE 42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1847 ***********************************************************************
 JY1847  DESIGNATION -  CLARK 55
 JY1847  PID         -  JY1847
 JY1847  STATE/COUNTY-  OH/CLARK
 JY1847  USGS QUAD   -  SOUTH CHARLESTON (1984)
 JY1847
 JY1847                         *CURRENT SURVEY CONTROL
 JY1847  ___________________________________________________________________
 JY1847* NAD 83(1995)-  39 47 02.25565(N)    083 39 37.72398(W)     ADJUSTED  
 JY1847* NAVD 88     -       335.0    (meters)    1099.     (feet)  GPS OBS   
 JY1847  ___________________________________________________________________
 JY1847  X           -     541,976.601 (meters)                     COMP
 JY1847  Y           -  -4,878,309.648 (meters)                     COMP
 JY1847  Z           -   4,059,774.367 (meters)                     COMP
 JY1847  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 JY1847  ELLIP HEIGHT-         302.08  (meters)          (10/07/05) GPS OBS
 JY1847  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JY1847
 JY1847  HORZ ORDER  -  FIRST
 JY1847  ELLP ORDER  -  FOURTH    CLASS I
 JY1847
 JY1847.The horizontal coordinates were established by GPS observations
 JY1847.and adjusted by the National Geodetic Survey in April 1998..
 JY1847
 JY1847.The orthometric height was determined by GPS observations and a
 JY1847.high-resolution geoid model.
 JY1847
 JY1847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1847
 JY1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1847
 JY1847.The ellipsoidal height was determined by GPS observations
 JY1847.and is referenced to NAD 83.
 JY1847
 JY1847.The geoid height was determined by GEOID03.
 JY1847
 JY1847;                    North         East     Units Scale Factor Converg.
 JY1847;SPC OH S     -   198,684.765   500,597.333   MT  0.99996018   -0 44 10.8
 JY1847;UTM  17      - 4,407,165.367   272,173.263   MT  1.00023906   -1 42 11.4
 JY1847
 JY1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1847!SPC OH S     -   0.99995261  x   0.99996018  =   0.99991279
 JY1847!UTM  17      -   0.99995261  x   1.00023906  =   1.00019166
 JY1847
 JY1847                          SUPERSEDED SURVEY CONTROL
 JY1847
 JY1847  ELLIP H (04/01/98)  302.12   (m)                       GP(       ) 4 1
 JY1847  NAD 83(1986)-  39 47 02.26263(N)    083 39 37.73118(W) AD(       ) 1
 JY1847
 JY1847.Superseded values are not recommended for survey control.
 JY1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1847.See file dsdata.txt to determine how the superseded data were derived.
 JY1847
 JY1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7217307165(NAD 83)
 JY1847_MARKER: DD = SURVEY DISK
 JY1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1847_SP_SET: CONCRETE POST
 JY1847_STAMPING: 55 1993
 JY1847_MARK LOGO: OH-023
 JY1847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1847+STABILITY: SURFACE MOTION
 JY1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1847+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1847
 JY1847  HISTORY     - Date     Condition        Report By
 JY1847  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1847
 JY1847                          STATION DESCRIPTION
 JY1847
 JY1847'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1847'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP ABOUT
 JY1847'3.0 MILES SOUTH OF THE VILLAGE OF SOUTH CHARLESTON.
 JY1847'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH CHARLESTON PIKE
 JY1847'(STATE ROUTE 41) AND COLUMBUS-CINCINNATI ROAD (U.S. 42) IN SOUTH
 JY1847'CHARLESTON, PROCEED SOUTHWEST ALONG COLUMBUS-CINCINNATI ROAD (U.S.
 JY1847'42)0.15 MILES TO ITS INTERSECTION WITH JAMESTOWN ROAD.  TURN LEFT AND
 JY1847'PROCEED SOUTHWEST ALONG JAMESTOWN ROAD 3.1 MILES TO ITS INTERSECTION
 JY1847'WITH SHOCKLEY ROAD AND THE STATION ON THE LEFT NEAR THE STOP SIGN AT
 JY1847'THE INTERSECTION.
 JY1847'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1847'FLUSH WITH THE GROUND AND STAMPED 55 1993.
 JY1847'THE STATION IS 56.30 FEET NORTHEAST FROM A GATE POLE, 36.5 FEET
 JY1847'SOUTHEAST FROM A NAIL IN THE CENTERLINE OF JAMESTOWN ROAD, AND 29.2
 JY1847'FEET NORTHEAST FROM A NAIL IN THE CENTERLINE OF SHOCKLEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2439 ***********************************************************************
 KZ2439  DESIGNATION -  CLARK 56
 KZ2439  PID         -  KZ2439
 KZ2439  STATE/COUNTY-  OH/CLARK
 KZ2439  USGS QUAD   -  MECHANICSBURG (1980)
 KZ2439
 KZ2439                         *CURRENT SURVEY CONTROL
 KZ2439  ___________________________________________________________________
 KZ2439* NAD 83(1995)-  40 00 33.74104(N)    083 31 58.84447(W)     ADJUSTED  
 KZ2439* NAVD 88     -       355.3    (meters)    1166.     (feet)  GPS OBS   
 KZ2439  ___________________________________________________________________
 KZ2439  X           -     551,021.645 (meters)                     COMP
 KZ2439  Y           -  -4,861,155.340 (meters)                     COMP
 KZ2439  Z           -   4,078,989.847 (meters)                     COMP
 KZ2439  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 KZ2439  ELLIP HEIGHT-         322.17  (meters)          (10/07/05) GPS OBS
 KZ2439  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KZ2439
 KZ2439  HORZ ORDER  -  FIRST
 KZ2439  ELLP ORDER  -  FOURTH    CLASS I
 KZ2439
 KZ2439.The horizontal coordinates were established by GPS observations
 KZ2439.and adjusted by the National Geodetic Survey in April 1998..
 KZ2439
 KZ2439.The orthometric height was determined by GPS observations and a
 KZ2439.high-resolution geoid model.
 KZ2439
 KZ2439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2439
 KZ2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2439
 KZ2439.The ellipsoidal height was determined by GPS observations
 KZ2439.and is referenced to NAD 83.
 KZ2439
 KZ2439.The geoid height was determined by GEOID03.
 KZ2439
 KZ2439;                    North         East     Units Scale Factor Converg.
 KZ2439;SPC OH S     -   223,578.084   511,801.487   MT  0.99999535   -0 39 19.7
 KZ2439;UTM  17      - 4,431,871.077   283,800.039   MT  1.00017546   -1 37 44.9
 KZ2439
 KZ2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2439!SPC OH S     -   0.99994946  x   0.99999535  =   0.99994481
 KZ2439!UTM  17      -   0.99994946  x   1.00017546  =   1.00012491
 KZ2439
 KZ2439                          SUPERSEDED SURVEY CONTROL
 KZ2439
 KZ2439  ELLIP H (04/01/98)  322.19   (m)                       GP(       ) 4 1
 KZ2439  NAD 83(1986)-  40 00 33.74884(N)    083 31 58.85258(W) AD(       ) 1
 KZ2439
 KZ2439.Superseded values are not recommended for survey control.
 KZ2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2439.See file dsdata.txt to determine how the superseded data were derived.
 KZ2439
 KZ2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8380031871(NAD 83)
 KZ2439_MARKER: DD = SURVEY DISK
 KZ2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2439_SP_SET: CONCRETE POST
 KZ2439_STAMPING: 56 1993
 KZ2439_MARK LOGO: OH-023
 KZ2439_PROJECTION: FLUSH
 KZ2439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KZ2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2439+STABILITY: SURFACE MOTION
 KZ2439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2439+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1999
 KZ2439
 KZ2439  HISTORY     - Date     Condition        Report By
 KZ2439  HISTORY     - 1993     MONUMENTED       GEOMET
 KZ2439  HISTORY     - 19990407 GOOD             ATLTEC
 KZ2439
 KZ2439                          STATION DESCRIPTION
 KZ2439
 KZ2439'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 KZ2439'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP
 KZ2439'ABOUT 4.8 MILES NORTHEAST OF THE VILLAGE OF CATAWBA.
 KZ2439'TO REACH THE STATION FROM THE INTERSECTION OF MCCONKEY ROAD (STATE
 KZ2439'ROUTE 54) AND MECHANICSBURG-CATAWBA ROAD IN CATAWBA, PROCEED
 KZ2439'SOUTHEAST ALONG MCCONKEY ROAD (STATE ROUTE 54) 1.5 MILES TO ITS
 KZ2439'INTERSECTION WITH BROADGUAGE ROAD.  TURN LEFT AND PROCEED NORTHEAST
 KZ2439'ALONG BROADGAUGE ROAD 3.0 MILES TO ITS INTERSECTION WITH
 KZ2439'URBANNA-LONDON ROAD (STATE ROUTE 56).  TURN RIGHT AND PROCEED EAST
 KZ2439'ALONG URBANNA-LONDON ROAD (STATE ROUTE 56) 0.5 MILES TO ITS
 KZ2439'INTERSECTION WITH DAVIDSON PIKE.  TURN LEFT AND PROCEED NORTH ALONG
 KZ2439'DAVIDSON PIKE 1.0 MILES TO THE STATION ON THE LEFT BEFORE HOUSE 6983.
 KZ2439'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 KZ2439'FLUSH WITH THE GROUND AND STAMPED 56 1993.
 KZ2439'THE STATION IS 9.9 FEET NORTH FROM A CORREGATED METAL PIPE AT THE END
 KZ2439'OF A SHRUB LINE, 27.2 FEET NORTHWEST FROM A PK NAIL IN THE CENTERLINE
 KZ2439'OF DAVIDSON PIKE, 27.22 FEET SOUTHWEST FROM PK NAIL IN THE CENTERLINE
 KZ2439'OF DAVIDSON PIKE.
 KZ2439
 KZ2439                          STATION RECOVERY (1999)
 KZ2439
 KZ2439'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 KZ2439'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 KZ2439'RECOVERED AS DESCRIBED
 KZ2439' 
 KZ2439'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1848 ***********************************************************************
 JY1848  DESIGNATION -  CLARK 57
 JY1848  PID         -  JY1848
 JY1848  STATE/COUNTY-  OH/CLARK
 JY1848  USGS QUAD   -  VIENNA (1973)
 JY1848
 JY1848                         *CURRENT SURVEY CONTROL
 JY1848  ___________________________________________________________________
 JY1848* NAD 83(1995)-  39 59 32.99758(N)    083 32 09.63399(W)     ADJUSTED  
 JY1848* NAVD 88     -       352.8    (meters)    1157.     (feet)  GPS OBS   
 JY1848  ___________________________________________________________________
 JY1848  X           -     550,902.732 (meters)                     COMP
 JY1848  Y           -  -4,862,378.965 (meters)                     COMP
 JY1848  Z           -   4,077,553.010 (meters)                     COMP
 JY1848  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 JY1848  ELLIP HEIGHT-         319.69  (meters)          (10/07/05) GPS OBS
 JY1848  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JY1848
 JY1848  HORZ ORDER  -  FIRST
 JY1848  ELLP ORDER  -  FOURTH    CLASS I
 JY1848
 JY1848.The horizontal coordinates were established by GPS observations
 JY1848.and adjusted by the National Geodetic Survey in April 1998..
 JY1848
 JY1848.The orthometric height was determined by GPS observations and a
 JY1848.high-resolution geoid model.
 JY1848
 JY1848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1848
 JY1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1848
 JY1848.The ellipsoidal height was determined by GPS observations
 JY1848.and is referenced to NAD 83.
 JY1848
 JY1848.The geoid height was determined by GEOID03.
 JY1848
 JY1848;                    North         East     Units Scale Factor Converg.
 JY1848;SPC OH S     -   221,707.642   511,524.112   MT  0.99999218   -0 39 26.5
 JY1848;UTM  17      - 4,430,005.277   283,490.873   MT  1.00017711   -1 37 49.8
 JY1848
 JY1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1848!SPC OH S     -   0.99994985  x   0.99999218  =   0.99994203
 JY1848!UTM  17      -   0.99994985  x   1.00017711  =   1.00012695
 JY1848
 JY1848                          SUPERSEDED SURVEY CONTROL
 JY1848
 JY1848  ELLIP H (04/01/98)  319.74   (m)                       GP(       ) 4 1
 JY1848  NAD 83(1986)-  39 59 33.00494(N)    083 32 09.64182(W) AD(       ) 1
 JY1848
 JY1848.Superseded values are not recommended for survey control.
 JY1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1848.See file dsdata.txt to determine how the superseded data were derived.
 JY1848
 JY1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE8349130005(NAD 83)
 JY1848_MARKER: DD = SURVEY DISK
 JY1848_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JY1848+WITH SETTING: INFORMATION.
 JY1848_SP_SET: METAL ROD DRIVEN INTO GROUND
 JY1848_STAMPING: CLA 56
 JY1848_MARK LOGO: OHHD  
 JY1848_PROJECTION: RECESSED 3 CENTIMETERS
 JY1848_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1848+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1999
 JY1848_ROD/PIPE-DEPTH: 50   meters
 JY1848
 JY1848  HISTORY     - Date     Condition        Report By
 JY1848  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1848  HISTORY     - 19990407 GOOD             ATLTEC
 JY1848
 JY1848                          STATION DESCRIPTION
 JY1848
 JY1848'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1848'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP
 JY1848'ABOUT 4.6 MILES EAST OF THE VILLAGE OF CATAWBA.
 JY1848'TO REACH THE STATION FROM THE INTERSECTION OF MCCONKEY ROAD (STATE
 JY1848'ROUTE 54) AND MECHANICSBURG-CATAWBA ROAD IN CATAWBA, PROCEED
 JY1848'SOUTHEAST ALONG MCCONKEY ROAD (STATE ROUTE 54) 1.5 MILES TO ITS
 JY1848'INTERSECTION WITH BROADGUAGE ROAD.  TURN LEFT AND PROCEED NORTHEAST
 JY1848'ALONG BROADGUAGE ROAD 3.0 MILES TO ITS INTERSECTION WITH
 JY1848'URBANNA-LONDON ROAD (STATE ROUTE 56).  TURN RIGHT AND PROCEED EAST
 JY1848'ALONG URBVANNA-LONDON ROAD (STATE ROUTE 56) 0.6 MILES TO THE STATION
 JY1848'ON THE LEFT NEAR A WIRE FENCE.
 JY1848'THE STATION IS AN O-DOT 3-D MONUMENT ROD DRIVEN TO REFUSAL FLUSH WITH
 JY1848'THE GROUND IN BERNTSEN TOP SECURITY COVER AND IS STAMPED CLA 56.
 JY1848'THE STATION IS 7.78 FEET SOUTHWEST FROM A WITNESS POST, 26.0 FEET
 JY1848'NORTHEAST FROM PK NAIL IN THE CENTERLINE OF STATE ROUTE 56, AND 34.1
 JY1848'FEET NORTHEAST FROM A PK NAIL IN THE CENTERLINE OF STATE ROUTE 56.
 JY1848
 JY1848                          STATION RECOVERY (1999)
 JY1848
 JY1848'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1848'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1848'RECOVERED AS DESCRIBED
 JY1848' 
 JY1848'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1849 ***********************************************************************
 JY1849  DESIGNATION -  CLARK 58
 JY1849  PID         -  JY1849
 JY1849  STATE/COUNTY-  OH/CLARK
 JY1849  USGS QUAD   -  VIENNA (1973)
 JY1849
 JY1849                         *CURRENT SURVEY CONTROL
 JY1849  ___________________________________________________________________
 JY1849* NAD 83(1995)-  39 58 13.46993(N)    083 32 25.53023(W)     ADJUSTED  
 JY1849* NAVD 88     -       355.4    (meters)    1166.     (feet)  GPS OBS   
 JY1849  ___________________________________________________________________
 JY1849  X           -     550,705.545 (meters)                     COMP
 JY1849  Y           -  -4,863,989.527 (meters)                     COMP
 JY1849  Z           -   4,075,675.082 (meters)                     COMP
 JY1849  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 JY1849  ELLIP HEIGHT-         322.30  (meters)          (10/07/05) GPS OBS
 JY1849  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JY1849
 JY1849  HORZ ORDER  -  FIRST
 JY1849  ELLP ORDER  -  FOURTH    CLASS I
 JY1849
 JY1849.The horizontal coordinates were established by GPS observations
 JY1849.and adjusted by the National Geodetic Survey in April 1998..
 JY1849
 JY1849.The orthometric height was determined by GPS observations and a
 JY1849.high-resolution geoid model.
 JY1849
 JY1849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1849
 JY1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1849
 JY1849.The ellipsoidal height was determined by GPS observations
 JY1849.and is referenced to NAD 83.
 JY1849
 JY1849.The geoid height was determined by GEOID03.
 JY1849
 JY1849;                    North         East     Units Scale Factor Converg.
 JY1849;SPC OH S     -   219,259.305   511,118.771   MT  0.99998816   -0 39 36.6
 JY1849;UTM  17      - 4,427,563.715   283,043.939   MT  1.00017950   -1 37 57.3
 JY1849
 JY1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1849!SPC OH S     -   0.99994944  x   0.99998816  =   0.99993760
 JY1849!UTM  17      -   0.99994944  x   1.00017950  =   1.00012893
 JY1849
 JY1849                          SUPERSEDED SURVEY CONTROL
 JY1849
 JY1849  ELLIP H (04/01/98)  322.36   (m)                       GP(       ) 4 1
 JY1849  NAD 83(1986)-  39 58 13.47727(N)    083 32 25.53799(W) AD(       ) 1
 JY1849
 JY1849.Superseded values are not recommended for survey control.
 JY1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1849.See file dsdata.txt to determine how the superseded data were derived.
 JY1849
 JY1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE8304427564(NAD 83)
 JY1849_MARKER: DD = SURVEY DISK
 JY1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1849_SP_SET: CONCRETE POST
 JY1849_STAMPING: 58 1993
 JY1849_MARK LOGO: OH-023
 JY1849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1849+STABILITY: SURFACE MOTION
 JY1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1849+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1849
 JY1849  HISTORY     - Date     Condition        Report By
 JY1849  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1849
 JY1849                          STATION DESCRIPTION
 JY1849
 JY1849'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1849'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN PLEASANT TOWNSHIP
 JY1849'ABOUT 4.6 MILES NORTHEAST OF THE VILLAGE OF SOUTH VIENNA.
 JY1849'TO REACH THE STATION FROM THE INTERSECTION OF EAST NATIONAL ROAD (U.S.
 JY1849'40) AND URBANA-LISBON ROAD (STATE ROUTE 54) IN SOUTH VIENNA, PROCEED
 JY1849'EAST ALONG U.S. 40 2.5 MILES TO ITS INTERSECTION WITH NORTH HOUSTON
 JY1849'PIKE. TURN LEFT AND PROCEED NORTH ALONG NORTH HOUSTON PIKE 3.6 MILES
 JY1849'TO THE NORTHWEST CORNER OF THE INTERSECTION OF LUNDY LANE AND NORTH
 JY1849'HOUSTON PIKE AND THE STATION ON THE LEFT.
 JY1849'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1849'FLUSH WITH THE GROUND AND STAMPED 58 1993.
 JY1849'THE STATION IS 60.70 FEET NORTHEAST FROM THE CENTERLINE OF LUNDY LANE,
 JY1849'17.6 FEET WEST FROM A PK NAIL IN THE CENTERLINE OF NORTH HOUSTON
 JY1849'PIKE, AND 41.44 FEET NORTHEAST FROM THE CORNER OF A SEWER GRATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1850 ***********************************************************************
 JY1850  DESIGNATION -  CLARK 59
 JY1850  PID         -  JY1850
 JY1850  STATE/COUNTY-  OH/CLARK
 JY1850  USGS QUAD   -  VIENNA (1973)
 JY1850
 JY1850                         *CURRENT SURVEY CONTROL
 JY1850  ___________________________________________________________________
 JY1850* NAD 83(1995)-  39 55 52.46107(N)    083 32 23.65020(W)     ADJUSTED  
 JY1850* NAVD 88     -       356.1    (meters)    1168.     (feet)  GPS OBS   
 JY1850  ___________________________________________________________________
 JY1850  X           -     551,064.169 (meters)                     COMP
 JY1850  Y           -  -4,866,760.185 (meters)                     COMP
 JY1850  Z           -   4,072,341.411 (meters)                     COMP
 JY1850  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 JY1850  ELLIP HEIGHT-         323.07  (meters)          (10/07/05) GPS OBS
 JY1850  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JY1850
 JY1850  HORZ ORDER  -  FIRST
 JY1850  ELLP ORDER  -  FOURTH    CLASS I
 JY1850
 JY1850.The horizontal coordinates were established by GPS observations
 JY1850.and adjusted by the National Geodetic Survey in April 1998..
 JY1850
 JY1850.The orthometric height was determined by GPS observations and a
 JY1850.high-resolution geoid model.
 JY1850
 JY1850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1850
 JY1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1850
 JY1850.The ellipsoidal height was determined by GPS observations
 JY1850.and is referenced to NAD 83.
 JY1850
 JY1850.The geoid height was determined by GEOID03.
 JY1850
 JY1850;                    North         East     Units Scale Factor Converg.
 JY1850;SPC OH S     -   214,910.054   511,113.298   MT  0.99998140   -0 39 35.4
 JY1850;UTM  17      - 4,423,214.333   282,964.691   MT  1.00017993   -1 37 51.3
 JY1850
 JY1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1850!SPC OH S     -   0.99994932  x   0.99998140  =   0.99993072
 JY1850!UTM  17      -   0.99994932  x   1.00017993  =   1.00012924
 JY1850
 JY1850                          SUPERSEDED SURVEY CONTROL
 JY1850
 JY1850  ELLIP H (04/01/98)  323.13   (m)                       GP(       ) 4 1
 JY1850  NAD 83(1986)-  39 55 52.46839(N)    083 32 23.65789(W) AD(       ) 1
 JY1850
 JY1850.Superseded values are not recommended for survey control.
 JY1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1850.See file dsdata.txt to determine how the superseded data were derived.
 JY1850
 JY1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE8296523214(NAD 83)
 JY1850_MARKER: DD = SURVEY DISK
 JY1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1850_SP_SET: CONCRETE POST
 JY1850_STAMPING: 59 1993
 JY1850_MARK LOGO: OH-023
 JY1850_PROJECTION: FLUSH
 JY1850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1850+STABILITY: SURFACE MOTION
 JY1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1850+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 JY1850
 JY1850  HISTORY     - Date     Condition        Report By
 JY1850  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1850  HISTORY     - 20000420 GOOD             ATLTEC
 JY1850
 JY1850                          STATION DESCRIPTION
 JY1850
 JY1850'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1850'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP ABOUT
 JY1850'3.6 MILES EAST OF THE VILLAGE OF SOUTH VIENNA.
 JY1850'TO REACH THE STATION FROM THE INTERSECTION OF URBANA-LISBON ROAD
 JY1850'(STATE ROUTE 54) AND EAST NATIONAL ROAD (U.S. 40) IN SOUTH VIENNA,
 JY1850'PROCEED NORTHEAST ALONG EAST NATIONAL ROAD (U.S. 40) 3.9 MILES TO THE
 JY1850'MEDIAN AND THE STATION ON THE LEFT.
 JY1850'THE STATION IS A 3.25 ALUMINUM CLARK COUNTY DISK SET IN CONCRETE FLUSH
 JY1850'WITH THE GROUND AND STAMPED 59 1993.
 JY1850'THE STATION IS 33.68 FEET SOUTHWEST FROM A PK NAIL IN THE CENTERLINE
 JY1850'OF U.S. 40 WESTBOUND LANE, 49.54 FEET EAST FROM A CRACK BETWEEN THE
 JY1850'CENTER OF A SEWER GRATE, 24.08 FEET NORTHWEST FROM A PK NAIL IN THE
 JY1850'CENTERLINE OF THE U.S. 40 EASTBOUND LANE, AND APPROXIMATELY 275 FEET
 JY1850'BEFORE THE MASON COUNTY LINE.
 JY1850
 JY1850                          STATION RECOVERY (2000)
 JY1850
 JY1850'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 JY1850'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1850'RECOVERED AS DESCRIBED
 JY1850' 
 JY1850'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3696 ***********************************************************************
 JZ3696  DESIGNATION -  CLARK 6
 JZ3696  PID         -  JZ3696
 JZ3696  STATE/COUNTY-  OH/CLARK
 JZ3696  USGS QUAD   -  NEW CARLISLE (1984)
 JZ3696
 JZ3696                         *CURRENT SURVEY CONTROL
 JZ3696  ___________________________________________________________________
 JZ3696* NAD 83(1995)-  39 55 18.34506(N)    084 01 56.84541(W)     ADJUSTED  
 JZ3696* NAVD 88     -       266.5    (meters)     874.     (feet)  GPS OBS   
 JZ3696  ___________________________________________________________________
 JZ3696  X           -     509,269.329 (meters)                     COMP
 JZ3696  Y           -  -4,871,920.793 (meters)                     COMP
 JZ3696  Z           -   4,071,476.798 (meters)                     COMP
 JZ3696  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 JZ3696  ELLIP HEIGHT-         233.23  (meters)          (10/07/05) GPS OBS
 JZ3696  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JZ3696
 JZ3696  HORZ ORDER  -  FIRST
 JZ3696  ELLP ORDER  -  FOURTH    CLASS I
 JZ3696
 JZ3696.The horizontal coordinates were established by GPS observations
 JZ3696.and adjusted by the National Geodetic Survey in April 1998..
 JZ3696
 JZ3696.The orthometric height was determined by GPS observations and a
 JZ3696.high-resolution geoid model.
 JZ3696
 JZ3696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3696
 JZ3696.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3696
 JZ3696.The ellipsoidal height was determined by GPS observations
 JZ3696.and is referenced to NAD 83.
 JZ3696
 JZ3696.The geoid height was determined by GEOID03.
 JZ3696
 JZ3696;                    North         East     Units Scale Factor Converg.
 JZ3696;SPC OH S     -   214,457.676   468,997.284   MT  0.99997983   -0 58 20.5
 JZ3696;UTM  16      - 4,423,290.614   753,617.652   MT  1.00039193   +1 54 19.5
 JZ3696;UTM  17      - 4,423,477.231   240,833.626   MT  1.00042697   -1 56 49.7
 JZ3696
 JZ3696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3696!SPC OH S     -   0.99996341  x   0.99997983  =   0.99994324
 JZ3696!UTM  16      -   0.99996341  x   1.00039193  =   1.00035533
 JZ3696!UTM  17      -   0.99996341  x   1.00042697  =   1.00039037
 JZ3696
 JZ3696                          SUPERSEDED SURVEY CONTROL
 JZ3696
 JZ3696  ELLIP H (04/01/98)  233.32   (m)                       GP(       ) 4 1
 JZ3696  NAD 83(1986)-  39 55 18.35215(N)    084 01 56.85108(W) AD(       ) 1
 JZ3696
 JZ3696.Superseded values are not recommended for survey control.
 JZ3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3696.See file dsdata.txt to determine how the superseded data were derived.
 JZ3696
 JZ3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5361823291(NAD 83)
 JZ3696_MARKER: DD = SURVEY DISK
 JZ3696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3696_SP_SET: CONCRETE POST
 JZ3696_STAMPING: 6 1993
 JZ3696_MARK LOGO: OH-023
 JZ3696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3696+STABILITY: SURFACE MOTION
 JZ3696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3696+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3696
 JZ3696  HISTORY     - Date     Condition        Report By
 JZ3696  HISTORY     - 1993     MONUMENTED       GEOMET
 JZ3696
 JZ3696                          STATION DESCRIPTION
 JZ3696
 JZ3696'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JZ3696'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN BETHEL TOWNSHIP ABOUT
 JZ3696'1.4 MILES SOUTH OF THE CITY OF NEW CARLISLE.
 JZ3696'TO REACH THE STATION FROM THE INTERSECTION OF NEW CARLISLE PIKE/LAKE
 JZ3696'AVENUE AND NORTH DAYTON-LAKEVIEW ROAD (STATE ROUTE 235) IN NEW
 JZ3696'CARLISLE, PROCEED SOUTH ALONG NORTH DAYTON-LAKEVIEW ROAD (STATE ROUTE
 JZ3696'235) 1.4 MILES TO THE EDGE OF A CULTIVATED FIELD AND THE STATION ON
 JZ3696'THE RIGHT PAST A CEMETARY.
 JZ3696'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JZ3696'FLUSH WITH THE GROUND AND STAMPED 6 1993.
 JZ3696'THE STATION IS 18.75 FEET NORTHWEST FROM A PK NAIL IN THE EDGE OF THE
 JZ3696'SHOULDER, 23.65 FEET NORTHEAST FROM A POWER POLE, AND 141.2 FEET
 JZ3696'SOUTHWEST FROM THE SOUTHERN END OF A GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1851 ***********************************************************************
 JY1851  DESIGNATION -  CLARK 60
 JY1851  PID         -  JY1851
 JY1851  STATE/COUNTY-  OH/CLARK
 JY1851  USGS QUAD   -  VIENNA (1973)
 JY1851
 JY1851                         *CURRENT SURVEY CONTROL
 JY1851  ___________________________________________________________________
 JY1851* NAD 83(1995)-  39 54 43.09992(N)    083 32 42.04388(W)     ADJUSTED  
 JY1851* NAVD 88     -       360.2    (meters)    1182.     (feet)  GPS OBS   
 JY1851  ___________________________________________________________________
 JY1851  X           -     550,784.882 (meters)                     COMP
 JY1851  Y           -  -4,868,176.721 (meters)                     COMP
 JY1851  Z           -   4,070,703.358 (meters)                     COMP
 JY1851  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 JY1851  ELLIP HEIGHT-         327.26  (meters)          (10/07/05) GPS OBS
 JY1851  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JY1851
 JY1851  HORZ ORDER  -  FIRST
 JY1851  ELLP ORDER  -  FOURTH    CLASS I
 JY1851
 JY1851.The horizontal coordinates were established by GPS observations
 JY1851.and adjusted by the National Geodetic Survey in April 1998..
 JY1851
 JY1851.The orthometric height was determined by GPS observations and a
 JY1851.high-resolution geoid model.
 JY1851
 JY1851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1851
 JY1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1851
 JY1851.The ellipsoidal height was determined by GPS observations
 JY1851.and is referenced to NAD 83.
 JY1851
 JY1851.The geoid height was determined by GEOID03.
 JY1851
 JY1851;                    North         East     Units Scale Factor Converg.
 JY1851;SPC OH S     -   212,776.008   510,651.833   MT  0.99997824   -0 39 47.1
 JY1851;UTM  17      - 4,421,087.984   282,467.037   MT  1.00018259   -1 38 00.8
 JY1851
 JY1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1851!SPC OH S     -   0.99994866  x   0.99997824  =   0.99992690
 JY1851!UTM  17      -   0.99994866  x   1.00018259  =   1.00013124
 JY1851
 JY1851                          SUPERSEDED SURVEY CONTROL
 JY1851
 JY1851  ELLIP H (04/01/98)  327.31   (m)                       GP(       ) 4 1
 JY1851  NAD 83(1986)-  39 54 43.10715(N)    083 32 42.05152(W) AD(       ) 1
 JY1851
 JY1851.Superseded values are not recommended for survey control.
 JY1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1851.See file dsdata.txt to determine how the superseded data were derived.
 JY1851
 JY1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE8246721088(NAD 83)
 JY1851_MARKER: DD = SURVEY DISK
 JY1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1851_SP_SET: CONCRETE POST
 JY1851_STAMPING: 60 1993
 JY1851_MARK LOGO: OH-023
 JY1851_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1851+STABILITY: SURFACE MOTION
 JY1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1851+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1851
 JY1851  HISTORY     - Date     Condition        Report By
 JY1851  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1851
 JY1851                          STATION DESCRIPTION
 JY1851
 JY1851'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1851'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP ABOUT
 JY1851'3.5 MILES SOUTHEAST OF THE VILLAGE OF SOUTH VIENNA.
 JY1851'TO REACH THE STATION FROM THE INTERSECTION OF URBANA-LISBON ROAD
 JY1851'(STATE ROUTE 54) AND U.S. 40 IN SOUTH VIENNA, PROCEED EAST ALONG U.S.
 JY1851'40 2.5 MILES TO ITS INTERSECTION WITH SOUTH HOUSTON PIKE.  TURN RIGHT
 JY1851'AND PROCEED SOUTHEAST ALONG SOUTH HOUSTON PIKE 1.5 MILES TO THE
 JY1851'STATION ON THE RIGHT PAST A BRICK HOUSE NUMBER 905 AND BEFORE THE
 JY1851'COUNTY LINE.
 JY1851'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1851'FLUSH WITH THE GROUND AND STAMPED 60 1993.
 JY1851'THE STATION IS 6.25 FEET NORTHWEST FROM A PK NAIL IN A POLE, AND 19.13
 JY1851'FEET SOUTHWEST FROM A PK NAIL IN THE CENTERLINE OF SOUTH HOUSTON
 JY1851'PIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1852 ***********************************************************************
 JY1852  DESIGNATION -  CLARK 61
 JY1852  PID         -  JY1852
 JY1852  STATE/COUNTY-  OH/CLARK
 JY1852  USGS QUAD   -  VIENNA (1973)
 JY1852
 JY1852                         *CURRENT SURVEY CONTROL
 JY1852  ___________________________________________________________________
 JY1852* NAD 83(1995)-  39 52 38.13058(N)    083 34 54.23768(W)     ADJUSTED  
 JY1852* NAVD 88     -       353.7    (meters)    1160.     (feet)  GPS OBS   
 JY1852  ___________________________________________________________________
 JY1852  X           -     547,940.587 (meters)                     COMP
 JY1852  Y           -  -4,870,980.479 (meters)                     COMP
 JY1852  Z           -   4,067,741.874 (meters)                     COMP
 JY1852  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 JY1852  ELLIP HEIGHT-         320.75  (meters)          (10/07/05) GPS OBS
 JY1852  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JY1852
 JY1852  HORZ ORDER  -  FIRST
 JY1852  ELLP ORDER  -  FOURTH    CLASS I
 JY1852
 JY1852.The horizontal coordinates were established by GPS observations
 JY1852.and adjusted by the National Geodetic Survey in April 1998..
 JY1852
 JY1852.The orthometric height was determined by GPS observations and a
 JY1852.high-resolution geoid model.
 JY1852
 JY1852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1852
 JY1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1852
 JY1852.The ellipsoidal height was determined by GPS observations
 JY1852.and is referenced to NAD 83.
 JY1852
 JY1852.The geoid height was determined by GEOID03.
 JY1852
 JY1852;                    North         East     Units Scale Factor Converg.
 JY1852;SPC OH S     -   208,958.998   507,466.220   MT  0.99997285   -0 41 11.0
 JY1852;UTM  17      - 4,417,324.639   279,216.561   MT  1.00020014   -1 39 21.4
 JY1852
 JY1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1852!SPC OH S     -   0.99994968  x   0.99997285  =   0.99992253
 JY1852!UTM  17      -   0.99994968  x   1.00020014  =   1.00014981
 JY1852
 JY1852                          SUPERSEDED SURVEY CONTROL
 JY1852
 JY1852  ELLIP H (04/01/98)  320.81   (m)                       GP(       ) 4 1
 JY1852  NAD 83(1986)-  39 52 38.13769(N)    083 34 54.24527(W) AD(       ) 1
 JY1852
 JY1852.Superseded values are not recommended for survey control.
 JY1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1852.See file dsdata.txt to determine how the superseded data were derived.
 JY1852
 JY1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7921717325(NAD 83)
 JY1852_MARKER: DD = SURVEY DISK
 JY1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1852_SP_SET: CONCRETE POST
 JY1852_STAMPING: 61 1993
 JY1852_MARK LOGO: OH-023
 JY1852_PROJECTION: FLUSH
 JY1852_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1852+STABILITY: SURFACE MOTION
 JY1852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1852+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 JY1852
 JY1852  HISTORY     - Date     Condition        Report By
 JY1852  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1852  HISTORY     - 20000420 GOOD             ATLTEC
 JY1852
 JY1852                          STATION DESCRIPTION
 JY1852
 JY1852'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1852'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP ABOUT
 JY1852'4.5 MILES NORTHEAST OF THE VILLAGE SOUTH CHARLESTON.
 JY1852'TO REACH THE STATION FROM THE INTERSECTION OF COLUMBUS-CINCINNATI ROAD
 JY1852'(U.S. 42) AND SOUTH CHARLESTON PIKE (STATE ROUTE 41) IN SOUTH
 JY1852'CHARLESTON, PROCEED NORTHEAST ALONG US 42 1.5 MILES TO ITS
 JY1852'INTERSECTION WITH SUMMERFORD ROAD.  TURN LEFT AND PROCEED NORTH ALONG
 JY1852'SUMMERFORD ROAD 3.1 MILES TO THE STATION ON THE LEFT NORTH OF A WIRE
 JY1852'FENCE AND IN A FIELD LINE.
 JY1852'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1852'FLUSH WITH THE GROUND AND STAMPED 61 1993.
 JY1852'THE STATION IS 26.90 FEET SOUTHWEST FROM A NAIL IN THE CENTERLINE OF
 JY1852'SUMMERFORD ROAD, AND 30.38 FEET NORTHWEST FROM AN EXISTING PK NAIL IN
 JY1852'THE CENTERLINE OF SUMMERFORD ROAD.
 JY1852
 JY1852                          STATION RECOVERY (2000)
 JY1852
 JY1852'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 JY1852'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1852'RECOVERED AS DESCRIBED
 JY1852' 
 JY1852'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1853 ***********************************************************************
 JY1853  DESIGNATION -  CLARK 62
 JY1853  PID         -  JY1853
 JY1853  STATE/COUNTY-  OH/CLARK
 JY1853  USGS QUAD   -  FLORENCE (1984)
 JY1853
 JY1853                         *CURRENT SURVEY CONTROL
 JY1853  ___________________________________________________________________
 JY1853* NAD 83(1995)-  39 50 54.10545(N)    083 33 51.11586(W)     ADJUSTED  
 JY1853* NAVD 88     -       346.8    (meters)    1138.     (feet)  GPS OBS   
 JY1853  ___________________________________________________________________
 JY1853  X           -     549,661.119 (meters)                     COMP
 JY1853  Y           -  -4,872,850.893 (meters)                     COMP
 JY1853  Z           -   4,065,274.679 (meters)                     COMP
 JY1853  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 JY1853  ELLIP HEIGHT-         313.90  (meters)          (10/07/05) GPS OBS
 JY1853  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JY1853
 JY1853  HORZ ORDER  -  FIRST
 JY1853  ELLP ORDER  -  FOURTH    CLASS I
 JY1853
 JY1853.The horizontal coordinates were established by GPS observations
 JY1853.and adjusted by the National Geodetic Survey in April 1998..
 JY1853
 JY1853.The orthometric height was determined by GPS observations and a
 JY1853.high-resolution geoid model.
 JY1853
 JY1853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1853
 JY1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1853
 JY1853.The ellipsoidal height was determined by GPS observations
 JY1853.and is referenced to NAD 83.
 JY1853
 JY1853.The geoid height was determined by GEOID03.
 JY1853
 JY1853;                    North         East     Units Scale Factor Converg.
 JY1853;SPC OH S     -   205,733.127   508,928.223   MT  0.99996864   -0 40 30.9
 JY1853;UTM  17      - 4,414,073.771   280,624.118   MT  1.00019252   -1 38 37.3
 JY1853
 JY1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1853!SPC OH S     -   0.99995076  x   0.99996864  =   0.99991940
 JY1853!UTM  17      -   0.99995076  x   1.00019252  =   1.00014327
 JY1853
 JY1853                          SUPERSEDED SURVEY CONTROL
 JY1853
 JY1853  ELLIP H (04/01/98)  313.94   (m)                       GP(       ) 4 1
 JY1853  NAD 83(1986)-  39 50 54.11252(N)    083 33 51.12332(W) AD(       ) 1
 JY1853
 JY1853.Superseded values are not recommended for survey control.
 JY1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1853.See file dsdata.txt to determine how the superseded data were derived.
 JY1853
 JY1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE8062414074(NAD 83)
 JY1853_MARKER: DD = SURVEY DISK
 JY1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1853_SP_SET: CONCRETE POST
 JY1853_STAMPING: 62 1993
 JY1853_MARK LOGO: OH-023
 JY1853_PROJECTION: FLUSH
 JY1853_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1853+STABILITY: SURFACE MOTION
 JY1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1853+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 JY1853
 JY1853  HISTORY     - Date     Condition        Report By
 JY1853  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1853  HISTORY     - 20000420 GOOD             ATLTEC
 JY1853
 JY1853                          STATION DESCRIPTION
 JY1853
 JY1853'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1853'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP ABOUT
 JY1853'4.0 MILES NORTHEAST OF THE VILLAGE OF SOUTH CHARLESTON.
 JY1853'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH CHARLESTON PIKE
 JY1853'(STATE ROUTE 41) AND COLUMBUS-CINCINNATI ROAD (U.S. 42) IN SOUTH
 JY1853'CHARLESTON, PROCEED NORTHEAST ALONG U.S. 42 3.9 MILES TO THE STATION
 JY1853'ON THE RIGHT NEAR THE COUNTY LINE.
 JY1853'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1853'FLUSH WITH THE GROUND AND STAMPED 62 1993.
 JY1853'THE STATION IS 30.31 FEET SOUTHEAST FROM A PK NAIL IN THE CENTERLINE
 JY1853'OF STATE ROUTE 42, 22.4 FEET SOUTH FROM PK NAIL IN THE CENTERLINE OF
 JY1853'STATE ROUTE 42, AND 8.6 FEET SOUTHWEST FROM THE COUNTY LINE.
 JY1853
 JY1853                          STATION RECOVERY (2000)
 JY1853
 JY1853'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 JY1853'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1853'RECOVERED AS DESCRIBED
 JY1853' 
 JY1853'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1854 ***********************************************************************
 JY1854  DESIGNATION -  CLARK 63
 JY1854  PID         -  JY1854
 JY1854  STATE/COUNTY-  OH/CLARK
 JY1854  USGS QUAD   -  FLORENCE (1984)
 JY1854
 JY1854                         *CURRENT SURVEY CONTROL
 JY1854  ___________________________________________________________________
 JY1854* NAD 83(1995)-  39 49 03.85052(N)    083 34 25.54696(W)     ADJUSTED  
 JY1854* NAVD 88     -       346.0    (meters)    1135.     (feet)  GPS OBS   
 JY1854  ___________________________________________________________________
 JY1854  X           -     549,091.439 (meters)                     COMP
 JY1854  Y           -  -4,875,106.597 (meters)                     COMP
 JY1854  Z           -   4,062,662.766 (meters)                     COMP
 JY1854  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 JY1854  ELLIP HEIGHT-         313.12  (meters)          (10/07/05) GPS OBS
 JY1854  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JY1854
 JY1854  HORZ ORDER  -  FIRST
 JY1854  ELLP ORDER  -  FOURTH    CLASS I
 JY1854
 JY1854.The horizontal coordinates were established by GPS observations
 JY1854.and adjusted by the National Geodetic Survey in April 1998..
 JY1854
 JY1854.The orthometric height was determined by GPS observations and a
 JY1854.high-resolution geoid model.
 JY1854
 JY1854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1854
 JY1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1854
 JY1854.The ellipsoidal height was determined by GPS observations
 JY1854.and is referenced to NAD 83.
 JY1854
 JY1854.The geoid height was determined by GEOID03.
 JY1854
 JY1854;                    North         East     Units Scale Factor Converg.
 JY1854;SPC OH S     -   202,342.681   508,069.345   MT  0.99996446   -0 40 52.8
 JY1854;UTM  17      - 4,410,697.547   279,707.879   MT  1.00019748   -1 38 55.6
 JY1854
 JY1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1854!SPC OH S     -   0.99995088  x   0.99996446  =   0.99991534
 JY1854!UTM  17      -   0.99995088  x   1.00019748  =   1.00014835
 JY1854
 JY1854                          SUPERSEDED SURVEY CONTROL
 JY1854
 JY1854  ELLIP H (04/01/98)  313.17   (m)                       GP(       ) 4 1
 JY1854  NAD 83(1986)-  39 49 03.85755(N)    083 34 25.55430(W) AD(       ) 1
 JY1854
 JY1854.Superseded values are not recommended for survey control.
 JY1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1854.See file dsdata.txt to determine how the superseded data were derived.
 JY1854
 JY1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7970810698(NAD 83)
 JY1854_MARKER: DD = SURVEY DISK
 JY1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1854_SP_SET: CONCRETE POST
 JY1854_STAMPING: 63 1993
 JY1854_MARK LOGO: OH-023
 JY1854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1854+STABILITY: SURFACE MOTION
 JY1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1854+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1854
 JY1854  HISTORY     - Date     Condition        Report By
 JY1854  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1854
 JY1854                          STATION DESCRIPTION
 JY1854
 JY1854'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1854'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP ABOUT
 JY1854'3.0 MILES EAST OF THE VILLAGE OF SOUTH CHARLESTON.
 JY1854'TO REACH THE STATION FROM THE INTERSECTION OF COLUMBUS-CINCINNATI ROAD
 JY1854'(U.S. 42) AND SOUTH CHARLESTON PIKE (STATE ROUTE 41) IN SOUTH
 JY1854'CHARLESTON, PROCEED SOUTH ALONG SOUTH CHARLESTON PIKE 0.7 MILES TO
 JY1854'ITS INTERSECTION WITH HUNTINGTON ROAD.  TURN LEFT AND PROCEED EAST
 JY1854'ALONG HUNTINGTON ROAD 3.0 MILES TO THE STATION ON THE RIGHT BEFORE
 JY1854'THE COUNTY LINE MARKER.
 JY1854'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1854'FLUSH WITH THE GROUND AND STAMPED 63 1993.
 JY1854'THE STATION IS 20.3 FEET SOUTH FROM A PK NAIL IN THE CENTERLINE OF
 JY1854'HUNTINGTON ROAD, 98.5 FEET WEST FROM A POWER POLE, AND 6.55 FEET WEST
 JY1854'FROM THE COUNTY LINE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1855 ***********************************************************************
 JY1855  DESIGNATION -  CLARK 64
 JY1855  PID         -  JY1855
 JY1855  STATE/COUNTY-  OH/CLARK
 JY1855  USGS QUAD   -  FLORENCE (1984)
 JY1855
 JY1855                         *CURRENT SURVEY CONTROL
 JY1855  ___________________________________________________________________
 JY1855* NAD 83(1995)-  39 46 45.49020(N)    083 35 08.36300(W)     ADJUSTED  
 JY1855* NAVD 88     -       344.9    (meters)    1132.     (feet)  GPS OBS   
 JY1855  ___________________________________________________________________
 JY1855  X           -     548,384.535 (meters)                     COMP
 JY1855  Y           -  -4,877,934.124 (meters)                     COMP
 JY1855  Z           -   4,059,383.347 (meters)                     COMP
 JY1855  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 JY1855  ELLIP HEIGHT-         312.03  (meters)          (10/07/05) GPS OBS
 JY1855  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JY1855
 JY1855  HORZ ORDER  -  FIRST
 JY1855  ELLP ORDER  -  FOURTH    CLASS I
 JY1855
 JY1855.The horizontal coordinates were established by GPS observations
 JY1855.and adjusted by the National Geodetic Survey in April 1998..
 JY1855
 JY1855.The orthometric height was determined by GPS observations and a
 JY1855.high-resolution geoid model.
 JY1855
 JY1855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1855
 JY1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1855
 JY1855.The ellipsoidal height was determined by GPS observations
 JY1855.and is referenced to NAD 83.
 JY1855
 JY1855.The geoid height was determined by GEOID03.
 JY1855
 JY1855;                    North         East     Units Scale Factor Converg.
 JY1855;SPC OH S     -   198,088.035   506,999.837   MT  0.99995961   -0 41 19.9
 JY1855;UTM  17      - 4,406,460.542   278,566.462   MT  1.00020370   -1 39 18.2
 JY1855
 JY1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1855!SPC OH S     -   0.99995105  x   0.99995961  =   0.99991066
 JY1855!UTM  17      -   0.99995105  x   1.00020370  =   1.00015474
 JY1855
 JY1855                          SUPERSEDED SURVEY CONTROL
 JY1855
 JY1855  ELLIP H (04/01/98)  312.07   (m)                       GP(       ) 4 1
 JY1855  NAD 83(1986)-  39 46 45.49719(N)    083 35 08.37023(W) AD(       ) 1
 JY1855
 JY1855.Superseded values are not recommended for survey control.
 JY1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1855.See file dsdata.txt to determine how the superseded data were derived.
 JY1855
 JY1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7856606461(NAD 83)
 JY1855_MARKER: DD = SURVEY DISK
 JY1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1855_SP_SET: CONCRETE POST
 JY1855_STAMPING: 64 1993
 JY1855_MARK LOGO: OH-023
 JY1855_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1855+STABILITY: SURFACE MOTION
 JY1855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1855+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1855
 JY1855  HISTORY     - Date     Condition        Report By
 JY1855  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1855
 JY1855                          STATION DESCRIPTION
 JY1855
 JY1855'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1855'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP ABOUT
 JY1855'4.0 MILES SOUTHEAST OF THE VILLAGE OF SOUTH CHARLESTON.
 JY1855'TO REACH THE STATION FROM THE INTERSECTION OF COLUMBUS-CINCINNATI ROAD
 JY1855'(U.S. 42) AND SOUTH CHARLESTON PIKE (STATE ROUTE 41) IN SOUTH
 JY1855'CHARLESTON, PROCEED SOUTH ALONG SOUTH CHARLESTON PIKE 2.5 MILES TO
 JY1855'ITS INTERSECTION WITH MIDWAY ROAD.  TURN LEFT AND PROCEED SOUTHEAST
 JY1855'ALONG MIDWAY ROAD 2.0 MILES TO THE STATION ON THE RIGHT NEXT TO A
 JY1855'WIRE FENCE NEAR THE COUNTY LINE.
 JY1855'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1855'FLUSH WITH THE GROUND AND STAMPED 64 1993.
 JY1855'THE STATION IS 24.4 FEET SOUTHEAST FROM A PK NAIL IN THE CENTERLINE OF
 JY1855'MIDWAY ROAD, THE STATION IS 14.92 FEET SOUTHWEST FROM A RAILROAD
 JY1855'SPIKE IN MIDWAY ROAD, AND 14.50 FEET NORTH FROM A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1856 ***********************************************************************
 JY1856  DESIGNATION -  CLARK 65
 JY1856  PID         -  JY1856
 JY1856  STATE/COUNTY-  OH/CLARK
 JY1856  USGS QUAD   -  FLORENCE (1984)
 JY1856
 JY1856                         *CURRENT SURVEY CONTROL
 JY1856  ___________________________________________________________________
 JY1856* NAD 83(1995)-  39 46 11.58402(N)    083 36 38.16908(W)     ADJUSTED  
 JY1856* NAVD 88     -       348.3    (meters)    1143.     (feet)  GPS OBS   
 JY1856  ___________________________________________________________________
 JY1856  X           -     546,335.417 (meters)                     COMP
 JY1856  Y           -  -4,878,839.928 (meters)                     COMP
 JY1856  Z           -   4,058,581.778 (meters)                     COMP
 JY1856  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 JY1856  ELLIP HEIGHT-         315.44  (meters)          (10/07/05) GPS OBS
 JY1856  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JY1856
 JY1856  HORZ ORDER  -  FIRST
 JY1856  ELLP ORDER  -  FOURTH    CLASS I
 JY1856
 JY1856.The horizontal coordinates were established by GPS observations
 JY1856.and adjusted by the National Geodetic Survey in April 1998..
 JY1856
 JY1856.The orthometric height was determined by GPS observations and a
 JY1856.high-resolution geoid model.
 JY1856
 JY1856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1856
 JY1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1856
 JY1856.The ellipsoidal height was determined by GPS observations
 JY1856.and is referenced to NAD 83.
 JY1856
 JY1856.The geoid height was determined by GEOID03.
 JY1856
 JY1856;                    North         East     Units Scale Factor Converg.
 JY1856;SPC OH S     -   197,068.419   504,850.132   MT  0.99995850   -0 42 16.9
 JY1856;UTM  17      - 4,405,477.070   276,399.328   MT  1.00021557   -1 40 14.6
 JY1856
 JY1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1856!SPC OH S     -   0.99995052  x   0.99995850  =   0.99990902
 JY1856!UTM  17      -   0.99995052  x   1.00021557  =   1.00016607
 JY1856
 JY1856                          SUPERSEDED SURVEY CONTROL
 JY1856
 JY1856  ELLIP H (04/01/98)  315.45   (m)                       GP(       ) 4 1
 JY1856  NAD 83(1986)-  39 46 11.59100(N)    083 36 38.17631(W) AD(       ) 1
 JY1856
 JY1856.Superseded values are not recommended for survey control.
 JY1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1856.See file dsdata.txt to determine how the superseded data were derived.
 JY1856
 JY1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7639905477(NAD 83)
 JY1856_MARKER: DD = SURVEY DISK
 JY1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1856_SP_SET: CONCRETE POST
 JY1856_STAMPING: 65 1993
 JY1856_MARK LOGO: OH-023
 JY1856_PROJECTION: FLUSH
 JY1856_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1856+STABILITY: SURFACE MOTION
 JY1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1856+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 JY1856
 JY1856  HISTORY     - Date     Condition        Report By
 JY1856  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1856  HISTORY     - 20000420 GOOD             ATLTEC
 JY1856
 JY1856                          STATION DESCRIPTION
 JY1856
 JY1856'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1856'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MADISON TOWNSHIP ABOUT
 JY1856'4.0 MILES SOUTHEAST OF THE VILLAGE OF SOUTH CHARLESTON.
 JY1856'TO REACH THE STATION FROM THE INTERSECTION OF COLUMBUS-CINCINNATI ROAD
 JY1856'(U.S. 42) AND SOUTH CHARLESTON PIKE (STATE ROUTE 41) IN SOUTH
 JY1856'CHARLESTON, PROCEED SOUTH ALONG SOUTH CHARLESTON PIKE 4.0 MILES TO
 JY1856'THE STATION ON THE LEFT NEAR A RIGHT-OF-WAY FENCE AND CLOSE TO THE
 JY1856'COUNTY LINE.
 JY1856'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1856'FLUSH WITH THE GROUND AND STAMPED 65 1993.
 JY1856'THE STATION IS 46.0 FEET SOUTHEAST FROM A PK NAIL IN THE CENTERLINE OF
 JY1856'STATE ROUTE 41, 38.9 FEET NORTH FROM THE COUNTY LINE, AND 10.15 FEET
 JY1856'WEST FROM A RIGHT-OF-WAY FENCE.
 JY1856
 JY1856                          STATION RECOVERY (2000)
 JY1856
 JY1856'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 JY1856'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1856'RECOVERED AS DESCRIBED
 JY1856'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1857 ***********************************************************************
 JY1857  DESIGNATION -  CLARK 66
 JY1857  PID         -  JY1857
 JY1857  STATE/COUNTY-  OH/CLARK
 JY1857  USGS QUAD   -  SPRINGFIELD (1981)
 JY1857
 JY1857                         *CURRENT SURVEY CONTROL
 JY1857  ___________________________________________________________________
 JY1857* NAD 83(1995)-  39 53 21.73879(N)    083 50 33.55467(W)     ADJUSTED  
 JY1857* NAVD 88     -       302.8    (meters)     993.     (feet)  GPS OBS   
 JY1857  ___________________________________________________________________
 JY1857  X           -     525,656.116 (meters)                     COMP
 JY1857  Y           -  -4,872,528.649 (meters)                     COMP
 JY1857  Z           -   4,068,741.131 (meters)                     COMP
 JY1857  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 JY1857  ELLIP HEIGHT-         269.50  (meters)          (10/07/05) GPS OBS
 JY1857  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JY1857
 JY1857  HORZ ORDER  -  FIRST
 JY1857  ELLP ORDER  -  FOURTH    CLASS I
 JY1857
 JY1857.The horizontal coordinates were established by GPS observations
 JY1857.and adjusted by the National Geodetic Survey in April 1998..
 JY1857
 JY1857.The orthometric height was determined by GPS observations and a
 JY1857.high-resolution geoid model.
 JY1857
 JY1857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1857
 JY1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1857
 JY1857.The ellipsoidal height was determined by GPS observations
 JY1857.and is referenced to NAD 83.
 JY1857
 JY1857.The geoid height was determined by GEOID03.
 JY1857
 JY1857;                    North         East     Units Scale Factor Converg.
 JY1857;SPC OH S     -   210,603.421   485,167.917   MT  0.99997469   -0 51 07.0
 JY1857;UTM  17      - 4,419,347.187   256,942.883   MT  1.00032735   -1 49 26.1
 JY1857
 JY1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1857!SPC OH S     -   0.99995772  x   0.99997469  =   0.99993241
 JY1857!UTM  17      -   0.99995772  x   1.00032735  =   1.00028506
 JY1857
 JY1857:                Primary Azimuth Mark                     Grid Az
 JY1857:SPC OH S     -  CLARK 26                                 236 35 13.1
 JY1857:UTM  17      -  CLARK 26                                 237 33 32.2
 JY1857
 JY1857|---------------------------------------------------------------------|
 JY1857| PID    Reference Object                     Distance      Geod. Az  |
 JY1857|                                                           dddmmss.s |
 JY1857| JY1812 CLARK 26                            APPROX. 1.1 KM 2354406.1 |
 JY1857|---------------------------------------------------------------------|
 JY1857
 JY1857                          SUPERSEDED SURVEY CONTROL
 JY1857
 JY1857  ELLIP H (04/01/98)  269.56   (m)                       GP(       ) 4 1
 JY1857  NAD 83(1986)-  39 53 21.74567(N)    083 50 33.56148(W) AD(       ) 1
 JY1857
 JY1857.Superseded values are not recommended for survey control.
 JY1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1857.See file dsdata.txt to determine how the superseded data were derived.
 JY1857
 JY1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5694319347(NAD 83)
 JY1857_MARKER: DD = SURVEY DISK
 JY1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1857_SP_SET: CONCRETE POST
 JY1857_STAMPING: 66 1993
 JY1857_MARK LOGO: OH-023
 JY1857_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1857+STABILITY: SURFACE MOTION
 JY1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1857+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1857
 JY1857  HISTORY     - Date     Condition        Report By
 JY1857  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1857
 JY1857                          STATION DESCRIPTION
 JY1857
 JY1857'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1857'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1857'ABOUT 3.0 MILES SOUTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1857'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET (STATE
 JY1857'ROUTE 72) AND MAIN STREET IN SPRINGFIELD, PROCEED SOUTH ALONG
 JY1857'LIMESTONE STREET (STATE ROUTE 72) 3.0 MILES TO ITS INTERSECTION WITH
 JY1857'WEST POSSUM ROAD. TURN RIGHT AND PROCEED WEST ALONG WEST POSSUM ROAD
 JY1857'2.0 TO THE STATION ON THE LEFT NEXT TO A PARKING GARAGE NEAR THE
 JY1857'CHURCH OF GOD.
 JY1857'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1857'FLUSH WITH THE GROUND AND STAMPED 66 1993.
 JY1857'THE STATION IS 27.50 FEET SOUTHEAST FROM A BOLT IN A LIGHT POLE, 98.6
 JY1857'FEET SOUTHWEST FROM A MAPLE, 38.9 FEET NORTHWEST FROM A WELL, AND
 JY1857'44.30 FEET NORTHWEST FROM A TWIN MAPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1858 ***********************************************************************
 JY1858  DESIGNATION -  CLARK 67
 JY1858  PID         -  JY1858
 JY1858  STATE/COUNTY-  OH/CLARK
 JY1858  USGS QUAD   -  SPRINGFIELD (1981)
 JY1858
 JY1858                         *CURRENT SURVEY CONTROL
 JY1858  ___________________________________________________________________
 JY1858* NAD 83(1995)-  39 54 19.98043(N)    083 51 49.44781(W)     ADJUSTED  
 JY1858* NAVD 88     -       317.4    (meters)    1041.     (feet)  GPS OBS   
 JY1858  ___________________________________________________________________
 JY1858  X           -     523,741.315 (meters)                     COMP
 JY1858  Y           -  -4,871,587.266 (meters)                     COMP
 JY1858  Z           -   4,070,128.701 (meters)                     COMP
 JY1858  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 JY1858  ELLIP HEIGHT-         284.14  (meters)          (10/07/05) GPS OBS
 JY1858  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JY1858
 JY1858  HORZ ORDER  -  FIRST
 JY1858  ELLP ORDER  -  FOURTH    CLASS I
 JY1858
 JY1858.The horizontal coordinates were established by GPS observations
 JY1858.and adjusted by the National Geodetic Survey in April 1998..
 JY1858
 JY1858.The orthometric height was determined by GPS observations and a
 JY1858.high-resolution geoid model.
 JY1858
 JY1858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1858
 JY1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1858
 JY1858.The ellipsoidal height was determined by GPS observations
 JY1858.and is referenced to NAD 83.
 JY1858
 JY1858.The geoid height was determined by GEOID03.
 JY1858
 JY1858;                    North         East     Units Scale Factor Converg.
 JY1858;SPC OH S     -   212,426.505   483,392.166   MT  0.99997722   -0 51 55.1
 JY1858;UTM  17      - 4,421,200.804   255,197.704   MT  1.00033783   -1 50 17.0
 JY1858
 JY1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1858!SPC OH S     -   0.99995543  x   0.99997722  =   0.99993265
 JY1858!UTM  17      -   0.99995543  x   1.00033783  =   1.00029324
 JY1858
 JY1858:                Primary Azimuth Mark                     Grid Az
 JY1858:SPC OH S     -  CLARK 67 AZ MK                           151 22 16.4
 JY1858:UTM  17      -  CLARK 67 AZ MK                           152 20 38.3
 JY1858
 JY1858|---------------------------------------------------------------------|
 JY1858| PID    Reference Object                     Distance      Geod. Az  |
 JY1858|                                                           dddmmss.s |
 JY1858| JY1859 CLARK 67 AZ MK                      APPROX. 0.8 KM 1503021.3 |
 JY1858|---------------------------------------------------------------------|
 JY1858
 JY1858                          SUPERSEDED SURVEY CONTROL
 JY1858
 JY1858  ELLIP H (04/01/98)  284.20   (m)                       GP(       ) 4 1
 JY1858  NAD 83(1986)-  39 54 19.98728(N)    083 51 49.45452(W) AD(       ) 1
 JY1858
 JY1858.Superseded values are not recommended for survey control.
 JY1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1858.See file dsdata.txt to determine how the superseded data were derived.
 JY1858
 JY1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5519821201(NAD 83)
 JY1858_MARKER: DD = SURVEY DISK
 JY1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1858_SP_SET: CONCRETE POST
 JY1858_STAMPING: 67 1993
 JY1858_MARK LOGO: OH-023
 JY1858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1858+STABILITY: SURFACE MOTION
 JY1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1858+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1858
 JY1858  HISTORY     - Date     Condition        Report By
 JY1858  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1858
 JY1858                          STATION DESCRIPTION
 JY1858
 JY1858'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1858'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1858'ABOUT 3.0 MILES SOUTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1858'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1858'LIMESTONE STREET IN SPRINGFIELD, PROCEED WEST ALONG MAIN STREET 2.5
 JY1858'MILES TO ITS INTERSECTION WITH DAYTON AVENUE.  TURN LEFT AND PROCEED
 JY1858'SOUTHWEST ALONG DAYTON AVENUE 1.5 MILES TO ITS INTERSECTION WITH U.S.
 JY1858'68. CONTINUE ALONG DAYTON ROAD 0.6 MILES TO ITS INTERSECTION WITH
 JY1858'ARTHUR ROAD.  TURN LEFT AND PROCEED SOUTH ALONG ARTHUR ROAD 0.4 MILES
 JY1858'TO A 90 DEGREE TURN IN ARTHUR ROAD AND THE STATION ON THE RIGHT.
 JY1858'THE STATION IS A 3.25 ALUMINUM CLARK COUNTY DISK SET IN CONCRETE FLUSH
 JY1858'WITH THE GROUND AND STAMPED 67 1993.
 JY1858'THE STATION IS 32.40 FEET SOUTHEAST OF A PK NAIL IN THE CENTERLINE OF
 JY1858'ARTHUR ROAD, 30.0 FEET SOUTHWEST OF A PK NAIL IN THE CENTERLINE OF
 JY1858'ARTHUR ROAD, AND 18.13 FEET NORTHEAST FROM A 12 INCH GUM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1859 ***********************************************************************
 JY1859  DESIGNATION -  CLARK 67 AZ MK
 JY1859  PID         -  JY1859
 JY1859  STATE/COUNTY-  OH/CLARK
 JY1859  USGS QUAD   -  SPRINGFIELD (1981)
 JY1859
 JY1859                         *CURRENT SURVEY CONTROL
 JY1859  ___________________________________________________________________
 JY1859* NAD 83(1995)-  39 53 58.20630(N)    083 51 33.45735(W)     ADJUSTED  
 JY1859* NAVD 88     -       308.8    (meters)    1013.     (feet)  GPS OBS   
 JY1859  ___________________________________________________________________
 JY1859  X           -     524,164.358 (meters)                     COMP
 JY1859  Y           -  -4,871,968.443 (meters)                     COMP
 JY1859  Z           -   4,069,607.984 (meters)                     COMP
 JY1859  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 JY1859  ELLIP HEIGHT-         275.55  (meters)          (10/07/05) GPS OBS
 JY1859  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JY1859
 JY1859  HORZ ORDER  -  FIRST
 JY1859  ELLP ORDER  -  FOURTH    CLASS I
 JY1859
 JY1859.The horizontal coordinates were established by GPS observations
 JY1859.and adjusted by the National Geodetic Survey in April 1998..
 JY1859
 JY1859.The orthometric height was determined by GPS observations and a
 JY1859.high-resolution geoid model.
 JY1859
 JY1859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1859
 JY1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1859
 JY1859.The ellipsoidal height was determined by GPS observations
 JY1859.and is referenced to NAD 83.
 JY1859
 JY1859.The geoid height was determined by GEOID03.
 JY1859
 JY1859;                    North         East     Units Scale Factor Converg.
 JY1859;SPC OH S     -   211,749.303   483,761.829   MT  0.99997626   -0 51 45.0
 JY1859;UTM  17      - 4,420,517.178   255,555.947   MT  1.00033568   -1 50 05.9
 JY1859
 JY1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1859!SPC OH S     -   0.99995677  x   0.99997626  =   0.99993303
 JY1859!UTM  17      -   0.99995677  x   1.00033568  =   1.00029244
 JY1859
 JY1859:                Primary Azimuth Mark                     Grid Az
 JY1859:SPC OH S     -  CLARK 67                                 331 22 16.6
 JY1859:UTM  17      -  CLARK 67                                 332 20 37.5
 JY1859
 JY1859|---------------------------------------------------------------------|
 JY1859| PID    Reference Object                     Distance      Geod. Az  |
 JY1859|                                                           dddmmss.s |
 JY1859| JY1858 CLARK 67                            APPROX. 0.8 KM 3303031.6 |
 JY1859|---------------------------------------------------------------------|
 JY1859
 JY1859                          SUPERSEDED SURVEY CONTROL
 JY1859
 JY1859  ELLIP H (04/01/98)  275.61   (m)                       GP(       ) 4 1
 JY1859  NAD 83(1986)-  39 53 58.21316(N)    083 51 33.46405(W) AD(       ) 1
 JY1859
 JY1859.Superseded values are not recommended for survey control.
 JY1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1859.See file dsdata.txt to determine how the superseded data were derived.
 JY1859
 JY1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5555620517(NAD 83)
 JY1859_MARKER: DD = SURVEY DISK
 JY1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1859_SP_SET: CONCRETE POST
 JY1859_STAMPING: 67 AZ 1993
 JY1859_MARK LOGO: OH-023
 JY1859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1859+STABILITY: SURFACE MOTION
 JY1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1859+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1859
 JY1859  HISTORY     - Date     Condition        Report By
 JY1859  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1859
 JY1859                          STATION DESCRIPTION
 JY1859
 JY1859'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1859'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1859'TOWNSHIP ABOUT 3.0 MILES SOUTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1859'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST AND THEN SOUTH
 JY1859'ALONG ARTHUR ROAD 0.8 MILES TO ITS INTERSECTION WITH REBERT PIKE.
 JY1859'TURN RIGHT AND PROCEED SOUTHWEST ALONG REBERT PIKE 0.35 MILES TO THE
 JY1859'MARK ON THE LEFT BEFORE THE DRIVEWAY TO RESIDENCE NUMBER 2623.
 JY1859'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1859'CONCRETE FLUSH WITH THE GROUND AND STAMPED 67 AZ 1993.
 JY1859'THE AZIMUTH MARK IS 4.2 FEET SOUTHWEST FROM A FENCE POST, 64.95 FEET
 JY1859'NORTHEAST FROM A POWER POLE WITH A TRANSFORMER, AND 42.70 FEET
 JY1859'SOUTHEAST FROM POWER POLE NUMBER 10030.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1860 ***********************************************************************
 JY1860  DESIGNATION -  CLARK 68
 JY1860  PID         -  JY1860
 JY1860  STATE/COUNTY-  OH/CLARK
 JY1860  USGS QUAD   -  SPRINGFIELD (1981)
 JY1860
 JY1860                         *CURRENT SURVEY CONTROL
 JY1860  ___________________________________________________________________
 JY1860* NAD 83(1995)-  39 56 33.25198(N)    083 51 18.40876(W)     ADJUSTED  
 JY1860* NAVD 88     -       275.6    (meters)     904.     (feet)  GPS OBS   
 JY1860  ___________________________________________________________________
 JY1860  X           -     524,188.568 (meters)                     COMP
 JY1860  Y           -  -4,868,853.552 (meters)                     COMP
 JY1860  Z           -   4,073,254.228 (meters)                     COMP
 JY1860  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 JY1860  ELLIP HEIGHT-         242.26  (meters)          (10/07/05) GPS OBS
 JY1860  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JY1860
 JY1860  HORZ ORDER  -  FIRST
 JY1860  ELLP ORDER  -  FOURTH    CLASS I
 JY1860
 JY1860.The horizontal coordinates were established by GPS observations
 JY1860.and adjusted by the National Geodetic Survey in April 1998..
 JY1860
 JY1860.The orthometric height was determined by GPS observations and a
 JY1860.high-resolution geoid model.
 JY1860
 JY1860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1860
 JY1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1860
 JY1860.The ellipsoidal height was determined by GPS observations
 JY1860.and is referenced to NAD 83.
 JY1860
 JY1860.The geoid height was determined by GEOID03.
 JY1860
 JY1860;                    North         East     Units Scale Factor Converg.
 JY1860;SPC OH S     -   216,525.296   484,191.024   MT  0.99998330   -0 51 35.4
 JY1860;UTM  17      - 4,425,286.882   256,066.387   MT  1.00033260   -1 50 02.2
 JY1860
 JY1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1860!SPC OH S     -   0.99996200  x   0.99998330  =   0.99994530
 JY1860!UTM  17      -   0.99996200  x   1.00033260  =   1.00029458
 JY1860
 JY1860:                Primary Azimuth Mark                     Grid Az
 JY1860:SPC OH S     -  CLARK 77                                 026 26 09.9
 JY1860:UTM  17      -  CLARK 77                                 027 24 36.7
 JY1860
 JY1860|---------------------------------------------------------------------|
 JY1860| PID    Reference Object                     Distance      Geod. Az  |
 JY1860|                                                           dddmmss.s |
 JY1860| JY1871 CLARK 77                            APPROX. 1.1 KM 0253434.5 |
 JY1860| JY1807 CLARK 23                            APPROX. 1.9 KM 1813507.1 |
 JY1860| AE9346 CLARK 97                            APPROX. 1.2 KM 3190843.9 |
 JY1860|---------------------------------------------------------------------|
 JY1860
 JY1860                          SUPERSEDED SURVEY CONTROL
 JY1860
 JY1860  ELLIP H (04/01/98)  242.32   (m)                       GP(       ) 4 1
 JY1860  NAD 83(1986)-  39 56 33.25889(N)    083 51 18.41527(W) AD(       ) 1
 JY1860
 JY1860.Superseded values are not recommended for survey control.
 JY1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1860.See file dsdata.txt to determine how the superseded data were derived.
 JY1860
 JY1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5606625287(NAD 83)
 JY1860_MARKER: DD = SURVEY DISK
 JY1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1860_SP_SET: CONCRETE POST
 JY1860_STAMPING: 68 1993
 JY1860_MARK LOGO: OH-023
 JY1860_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1860+STABILITY: SURFACE MOTION
 JY1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1860+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1996
 JY1860
 JY1860  HISTORY     - Date     Condition        Report By
 JY1860  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1860  HISTORY     - 19960424 GOOD             ATLTEC
 JY1860
 JY1860                          STATION DESCRIPTION
 JY1860
 JY1860'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1860'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1860'ABOUT 2.6 MILES NORTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1860'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1860'MAIN STREET IN SPRINGFIELD, PROCEED WEST ALONG MAIN STREET 2.6 MILES
 JY1860'TO ITS INTERSECTION WITH UPPER VALLEY PIKE.  TURN RIGHT AND PROCEED
 JY1860'NORTH ALONG UPPER VALLEY PIKE 1.2 MILES TO PERKINS AND THE STATION ON
 JY1860'THE RIGHT.
 JY1860'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1860'FLUSH WITH THE GROUND AND STAMPED 68 1993.
 JY1860'THE STATION IS 27.7 FEET SOUTHEAST FROM THE CENTER OF A MANHOLE IN
 JY1860'STOPLINE, 24.7 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A METAL
 JY1860'SEWER GRATE, AND 31.6 FEET NORTHWEST OF THE OUTER CORNER OF A
 JY1860'CONCRETE WALL SURROUNDING PARKING AREA.
 JY1860
 JY1860                          STATION RECOVERY (1996)
 JY1860
 JY1860'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1996 (WEH)
 JY1860'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993.  THE STATION IS LOCATED
 JY1860'IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP ABOUT 2.6 MILES (4.2 KM)
 JY1860'NORTHWEST OF THE CENTER OF SPRINGFIELD.  TO REACH THE STATION FROM THE
 JY1860'INTERSECTION OF LIMESTONE STREET AND MAIN STREET IN SPRINGFIELD,
 JY1860'PROCEED WEST ALONG MAIN STREET 2.6 MILES (4.2 KM) TO ITS INTERSECTION
 JY1860'WITH UPPER VALLEY PIKE.  TURN RIGHT AND PROCEED NORTH ALONG UPPER
 JY1860'VALLEY PIKE 1.2 MILES (1.9 KM) TO PERKINS RESTAURANT AND THE STATION
 JY1860'ON THE RIGHT.  THE STATION IS A 3.25 INCH DIAMETER ALUMINUM CLARK
 JY1860'COUNTY ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH THE GROUND AND
 JY1860'STAMPED 68 1993.  THE STATION IS 27.7 FEET (8.4 M) SOUTHEAST FROM THE
 JY1860'CENTER OF A MANHOLE IN STOPLINE, 24.7 FEET (7.5 M) SOUTHWEST OF THE
 JY1860'SOUTHEAST CORNER OF A METAL SEWER GRATE AND 31.6 FEET (9.6 M)
 JY1860'NORTHWEST OF THE OUTER CORNER OF A CONCRETE WALL SURROUNDING PARKING
 JY1860'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1861 ***********************************************************************
 JY1861  DESIGNATION -  CLARK 69
 JY1861  PID         -  JY1861
 JY1861  STATE/COUNTY-  OH/CLARK
 JY1861  USGS QUAD   -  SPRINGFIELD (1981)
 JY1861
 JY1861                         *CURRENT SURVEY CONTROL
 JY1861  ___________________________________________________________________
 JY1861* NAD 83(1995)-  39 55 34.76832(N)    083 50 32.10601(W)     ADJUSTED  
 JY1861* NAVD 88     -       285.8    (meters)     938.     (feet)  GPS OBS   
 JY1861  ___________________________________________________________________
 JY1861  X           -     525,406.571 (meters)                     COMP
 JY1861  Y           -  -4,869,894.785 (meters)                     COMP
 JY1861  Z           -   4,071,877.627 (meters)                     COMP
 JY1861  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 JY1861  ELLIP HEIGHT-         252.48  (meters)          (10/07/05) GPS OBS
 JY1861  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JY1861
 JY1861  HORZ ORDER  -  FIRST
 JY1861  ELLP ORDER  -  FOURTH    CLASS I
 JY1861
 JY1861.The horizontal coordinates were established by GPS observations
 JY1861.and adjusted by the National Geodetic Survey in April 1998..
 JY1861
 JY1861.The orthometric height was determined by GPS observations and a
 JY1861.high-resolution geoid model.
 JY1861
 JY1861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1861
 JY1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1861
 JY1861.The ellipsoidal height was determined by GPS observations
 JY1861.and is referenced to NAD 83.
 JY1861
 JY1861.The geoid height was determined by GEOID03.
 JY1861
 JY1861;                    North         East     Units Scale Factor Converg.
 JY1861;SPC OH S     -   214,705.322   485,263.316   MT  0.99998058   -0 51 06.1
 JY1861;UTM  17      - 4,423,448.310   257,107.958   MT  1.00032636   -1 49 30.2
 JY1861
 JY1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1861!SPC OH S     -   0.99996039  x   0.99998058  =   0.99994097
 JY1861!UTM  17      -   0.99996039  x   1.00032636  =   1.00028674
 JY1861
 JY1861:                Primary Azimuth Mark                     Grid Az
 JY1861:SPC OH S     -  CLARK 22                                 019 57 30.2
 JY1861:UTM  17      -  CLARK 22                                 020 55 54.3
 JY1861
 JY1861|---------------------------------------------------------------------|
 JY1861| PID    Reference Object                     Distance      Geod. Az  |
 JY1861|                                                           dddmmss.s |
 JY1861| JY1805 CLARK 22                            APPROX. 1.8 KM 0190624.1 |
 JY1861|---------------------------------------------------------------------|
 JY1861
 JY1861                          SUPERSEDED SURVEY CONTROL
 JY1861
 JY1861  ELLIP H (04/01/98)  252.54   (m)                       GP(       ) 4 1
 JY1861  NAD 83(1986)-  39 55 34.77515(N)    083 50 32.11268(W) AD(       ) 1
 JY1861
 JY1861.Superseded values are not recommended for survey control.
 JY1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1861.See file dsdata.txt to determine how the superseded data were derived.
 JY1861
 JY1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5710823448(NAD 83)
 JY1861_MARKER: DD = SURVEY DISK
 JY1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1861_SP_SET: CONCRETE POST
 JY1861_STAMPING: 69 1993
 JY1861_MARK LOGO: OH-023
 JY1861_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1861+STABILITY: SURFACE MOTION
 JY1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1861+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1861
 JY1861  HISTORY     - Date     Condition        Report By
 JY1861  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1861
 JY1861                          STATION DESCRIPTION
 JY1861
 JY1861'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1861'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1861'ABOUT 2.0 MILES WEST OF THE CENTER OF SPRINGFIELD.
 JY1861'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1861'MAIN STREET IN SPRINGFIELD, PROCEED WEST ALONG MAIN STREET 1.9 MILES
 JY1861'TO THE STATION ON THE LEFT BETWEEN SNYDER STREET AND RAILROAD TRACKS.
 JY1861'THE STATION IS A 3.25 ALUMINUM CLARK COUNTY DISK SET IN CONCRETE FLUSH
 JY1861'WITH THE GROUND AND STAMPED 69 1993.
 JY1861'THE STATION IS 66.45 FEET NORTHEAST FROM A POWER POLE, 35.9 FEET SOUTH
 JY1861'FROM A RAILROAD TIE, AND 39.45 FEET NORTH FROM A NAIL IN THE
 JY1861'CENTERLINE OF WEST MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3697 ***********************************************************************
 JZ3697  DESIGNATION -  CLARK 7
 JZ3697  PID         -  JZ3697
 JZ3697  STATE/COUNTY-  OH/CLARK
 JZ3697  USGS QUAD   -  NEW CARLISLE (1984)
 JZ3697
 JZ3697                         *CURRENT SURVEY CONTROL
 JZ3697  ___________________________________________________________________
 JZ3697* NAD 83(1995)-  39 53 41.38363(N)    084 02 49.56788(W)     ADJUSTED  
 JZ3697* NAVD 88     -       284.1    (meters)     932.     (feet)  GPS OBS   
 JZ3697  ___________________________________________________________________
 JZ3697  X           -     508,224.417 (meters)                     COMP
 JZ3697  Y           -  -4,873,972.642 (meters)                     COMP
 JZ3697  Z           -   4,069,194.114 (meters)                     COMP
 JZ3697  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 JZ3697  ELLIP HEIGHT-         250.93  (meters)          (10/07/05) GPS OBS
 JZ3697  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JZ3697
 JZ3697  HORZ ORDER  -  FIRST
 JZ3697  ELLP ORDER  -  FOURTH    CLASS I
 JZ3697
 JZ3697.The horizontal coordinates were established by GPS observations
 JZ3697.and adjusted by the National Geodetic Survey in April 1998..
 JZ3697
 JZ3697.The orthometric height was determined by GPS observations and a
 JZ3697.high-resolution geoid model.
 JZ3697
 JZ3697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3697
 JZ3697.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3697
 JZ3697.The ellipsoidal height was determined by GPS observations
 JZ3697.and is referenced to NAD 83.
 JZ3697
 JZ3697.The geoid height was determined by GEOID03.
 JZ3697
 JZ3697;                    North         East     Units Scale Factor Converg.
 JZ3697;SPC OH S     -   211,489.001   467,694.227   MT  0.99997553   -0 58 54.0
 JZ3697;UTM  16      - 4,420,259.029   752,464.777   MT  1.00038475   +1 53 41.7
 JZ3697;UTM  17      - 4,420,529.805   239,479.666   MT  1.00043564   -1 57 19.6
 JZ3697
 JZ3697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3697!SPC OH S     -   0.99996064  x   0.99997553  =   0.99993617
 JZ3697!UTM  16      -   0.99996064  x   1.00038475  =   1.00034537
 JZ3697!UTM  17      -   0.99996064  x   1.00043564  =   1.00039626
 JZ3697
 JZ3697                          SUPERSEDED SURVEY CONTROL
 JZ3697
 JZ3697  ELLIP H (04/01/98)  251.00   (m)                       GP(       ) 4 1
 JZ3697  NAD 83(1986)-  39 53 41.39095(N)    084 02 49.57343(W) AD(       ) 1
 JZ3697
 JZ3697.Superseded values are not recommended for survey control.
 JZ3697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3697.See file dsdata.txt to determine how the superseded data were derived.
 JZ3697
 JZ3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5246520259(NAD 83)
 JZ3697_MARKER: DD = SURVEY DISK
 JZ3697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3697_SP_SET: CONCRETE POST
 JZ3697_STAMPING: 7 1993
 JZ3697_MARK LOGO: OH-023
 JZ3697_PROJECTION: FLUSH
 JZ3697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3697+STABILITY: SURFACE MOTION
 JZ3697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3697+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3697
 JZ3697  HISTORY     - Date     Condition        Report By
 JZ3697  HISTORY     - 1993     MONUMENTED       GEOMET
 JZ3697  HISTORY     - 19980813 GOOD             SEC
 JZ3697
 JZ3697                          STATION DESCRIPTION
 JZ3697
 JZ3697'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JZ3697'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN BETHEL TOWNSHIP ABOUT
 JZ3697'3.0 MILES SOUTH OF THE CITY OF NEW CARLISLE.
 JZ3697'TO REACH THE STATION FROM THE INTERSECTION OF NORTH DAYTON-LAKEVIEW
 JZ3697'ROAD (STATE ROUTE 235) AND NEW CARLISLE PIKE/LAKE AVENUE IN NEW
 JZ3697'CARLISLE, PROCEED SOUTH ALONG NORTH DAYTON-LAKEVIEW ROAD (STATE ROUTE
 JZ3697'235) 2.3 MILES TO ITS INTERSECTION WITH U.S. 40.  CONTINUE SOUTH
 JZ3697'ALONG SOUTH DAYTON-LAKEVIEW ROAD 1.0 MILES TO THE GRASS PARKING STRIP
 JZ3697'AT MCADAMS SCHOOL AND THE STATION ON THE LEFT.
 JZ3697'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JZ3697'FLUSH WITH THE GROUND AND STAMPED 7 1993.
 JZ3697'THE STATION IS 9.15 FEET WEST FROM A LIGHT POLE, 22.93 FEET EAST FROM
 JZ3697'A PK NAIL IN THE CENTERLINE OF THE PARKING LOT DRIVEWAY, AND 38.73
 JZ3697'FEET NORTHWEST FROM A PK NAIL IN THE CENTERLINE OF THE PARKING LOT
 JZ3697'DRIVEWAY.
 JZ3697
 JZ3697                          STATION RECOVERY (1998)
 JZ3697
 JZ3697'RECOVERY NOTE BY SCHNEIDER ENGINEERING CORPORATION 1998 (JMK)
 JZ3697'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1862 ***********************************************************************
 JY1862  DESIGNATION -  CLARK 70
 JY1862  PID         -  JY1862
 JY1862  STATE/COUNTY-  OH/CLARK
 JY1862  USGS QUAD   -  SPRINGFIELD (1981)
 JY1862
 JY1862                         *CURRENT SURVEY CONTROL
 JY1862  ___________________________________________________________________
 JY1862* NAD 83(1995)-  39 55 30.67902(N)    083 49 06.14744(W)     ADJUSTED  
 JY1862* NAVD 88     -       297.7    (meters)     977.     (feet)  GPS OBS   
 JY1862  ___________________________________________________________________
 JY1862  X           -     527,445.698 (meters)                     COMP
 JY1862  Y           -  -4,869,764.948 (meters)                     COMP
 JY1862  Z           -   4,071,788.532 (meters)                     COMP
 JY1862  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 JY1862  ELLIP HEIGHT-         264.37  (meters)          (10/07/05) GPS OBS
 JY1862  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JY1862
 JY1862  HORZ ORDER  -  FIRST
 JY1862  ELLP ORDER  -  FOURTH    CLASS I
 JY1862
 JY1862.The horizontal coordinates were established by GPS observations
 JY1862.and adjusted by the National Geodetic Survey in April 1998..
 JY1862
 JY1862.The orthometric height was determined by GPS observations and a
 JY1862.high-resolution geoid model.
 JY1862
 JY1862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1862
 JY1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1862
 JY1862.The ellipsoidal height was determined by GPS observations
 JY1862.and is referenced to NAD 83.
 JY1862
 JY1862.The geoid height was determined by GEOID03.
 JY1862
 JY1862;                    North         East     Units Scale Factor Converg.
 JY1862;SPC OH S     -   214,549.144   487,302.385   MT  0.99998039   -0 50 11.5
 JY1862;UTM  17      - 4,423,257.454   259,144.772   MT  1.00031423   -1 48 34.8
 JY1862
 JY1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1862!SPC OH S     -   0.99995853  x   0.99998039  =   0.99993892
 JY1862!UTM  17      -   0.99995853  x   1.00031423  =   1.00027274
 JY1862
 JY1862:                Primary Azimuth Mark                     Grid Az
 JY1862:SPC OH S     -  CLARK 87                                 210 43 16.6
 JY1862:UTM  17      -  CLARK 87                                 211 41 39.9
 JY1862
 JY1862|---------------------------------------------------------------------|
 JY1862| PID    Reference Object                     Distance      Geod. Az  |
 JY1862|                                                           dddmmss.s |
 JY1862| JY1888 CLARK 87                            APPROX. 1.1 KM 2095305.1 |
 JY1862|---------------------------------------------------------------------|
 JY1862
 JY1862                          SUPERSEDED SURVEY CONTROL
 JY1862
 JY1862  ELLIP H (04/01/98)  264.43   (m)                       GP(       ) 4 1
 JY1862  NAD 83(1986)-  39 55 30.68584(N)    083 49 06.15415(W) AD(       ) 1
 JY1862
 JY1862.Superseded values are not recommended for survey control.
 JY1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1862.See file dsdata.txt to determine how the superseded data were derived.
 JY1862
 JY1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5914523257(NAD 83)
 JY1862_MARKER: DD = SURVEY DISK
 JY1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1862_SP_SET: CONCRETE POST
 JY1862_STAMPING: 701993
 JY1862_MARK LOGO: OH-023
 JY1862_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1862+STABILITY: SURFACE MOTION
 JY1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1862+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1862
 JY1862  HISTORY     - Date     Condition        Report By
 JY1862  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1862
 JY1862                          STATION DESCRIPTION
 JY1862
 JY1862'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1862'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1862'ABOUT 0.5 MILES WEST OF THE CENTER OF SPRINGFIELD.
 JY1862'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1862'LIMESTONE STREET IN SPRINGFIELD, PROCEED WEST ALONG MAIN STREET 0.5
 JY1862'MILES AND THE STATION ON THE RIGHT PAST NORTH PLUM STREET AND BEFORE
 JY1862'A BRICK ALLEY.
 JY1862'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1862'FLUSH WITH THE GROUND AND STAMPED 70 1993.
 JY1862'THE STATION IS 33.53 FEET NORTHEAST FROM A POWER POLE, 31.2 FEET
 JY1862'NORTHWEST FROM A NAIL IN THE EDGE OF THE PAVEMENT IN WEST MAIN
 JY1862'STREET, AND 18.75 FEET NORTH FROM NAIL IN THE EDGE OF THE PAVEMENT OF
 JY1862'WEST MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1863 ***********************************************************************
 JY1863  DESIGNATION -  CLARK 71
 JY1863  PID         -  JY1863
 JY1863  STATE/COUNTY-  OH/CLARK
 JY1863  USGS QUAD   -  SPRINGFIELD (1981)
 JY1863
 JY1863                         *CURRENT SURVEY CONTROL
 JY1863  ___________________________________________________________________
 JY1863* NAD 83(1995)-  39 55 25.32942(N)    083 47 35.69008(W)     ADJUSTED  
 JY1863* NAVD 88     -       300.2    (meters)     985.     (feet)  GPS OBS   
 JY1863  ___________________________________________________________________
 JY1863  X           -     529,592.940 (meters)                     COMP
 JY1863  Y           -  -4,869,640.372 (meters)                     COMP
 JY1863  Z           -   4,071,663.617 (meters)                     COMP
 JY1863  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 JY1863  ELLIP HEIGHT-         266.90  (meters)          (10/07/05) GPS OBS
 JY1863  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JY1863
 JY1863  HORZ ORDER  -  FIRST
 JY1863  ELLP ORDER  -  FOURTH    CLASS I
 JY1863
 JY1863.The horizontal coordinates were established by GPS observations
 JY1863.and adjusted by the National Geodetic Survey in April 1998..
 JY1863
 JY1863.The orthometric height was determined by GPS observations and a
 JY1863.high-resolution geoid model.
 JY1863
 JY1863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1863
 JY1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1863
 JY1863.The ellipsoidal height was determined by GPS observations
 JY1863.and is referenced to NAD 83.
 JY1863
 JY1863.The geoid height was determined by GEOID03.
 JY1863
 JY1863;                    North         East     Units Scale Factor Converg.
 JY1863;SPC OH S     -   214,353.107   489,447.790   MT  0.99998015   -0 49 14.1
 JY1863;UTM  17      - 4,423,024.938   261,287.240   MT  1.00030158   -1 47 36.5
 JY1863
 JY1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1863!SPC OH S     -   0.99995813  x   0.99998015  =   0.99993828
 JY1863!UTM  17      -   0.99995813  x   1.00030158  =   1.00025970
 JY1863
 JY1863:                Primary Azimuth Mark                     Grid Az
 JY1863:SPC OH S     -  CLARK 31                                 275 39 55.3
 JY1863:UTM  17      -  CLARK 31                                 276 38 17.7
 JY1863
 JY1863|---------------------------------------------------------------------|
 JY1863| PID    Reference Object                     Distance      Geod. Az  |
 JY1863|                                                           dddmmss.s |
 JY1863| JY1818 CLARK 31                            APPROX. 1.2 KM 2745041.2 |
 JY1863|---------------------------------------------------------------------|
 JY1863
 JY1863                          SUPERSEDED SURVEY CONTROL
 JY1863
 JY1863  ELLIP H (04/01/98)  266.97   (m)                       GP(       ) 4 1
 JY1863  NAD 83(1986)-  39 55 25.33630(N)    083 47 35.69709(W) AD(       ) 1
 JY1863
 JY1863.Superseded values are not recommended for survey control.
 JY1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1863.See file dsdata.txt to determine how the superseded data were derived.
 JY1863
 JY1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6128723025(NAD 83)
 JY1863_MARKER: DD = SURVEY DISK
 JY1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1863_SP_SET: CONCRETE POST
 JY1863_STAMPING: 71 1993
 JY1863_MARK LOGO: OH-023
 JY1863_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1863+STABILITY: SURFACE MOTION
 JY1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1863+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1863
 JY1863  HISTORY     - Date     Condition        Report By
 JY1863  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1863
 JY1863                          STATION DESCRIPTION
 JY1863
 JY1863'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1863'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1863'ABOUT 0.7 MILES EAST OF THE CENTER OF SPRINGFIELD.
 JY1863'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1863'MAIN STREET IN SPRINGFIELD, PROCEED EAST ALONG MAIN STREET 0.7 MILES
 JY1863'AND THE STATION ON THE LEFT NEAR A CONCRETE RETAINING WALL AND NORTH
 JY1863'OF SHAMROCK NUMBER 1051 EAST MAIN STREET.
 JY1863'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1863'FLUSH WITH THE GROUND AND STAMPED 71 1993.
 JY1863'THE STATION IS 11.65 FEET NORTHEAST FROM A STEEL BOLT WITH NUT IN A
 JY1863'CONCRETE RETAINING WALL, 10.13 FEET NORTHWEST FROM A STEEL BOLT WITH
 JY1863'A NUT IN A CONCRETE RETAINING WALL, 19.08 FEET NORTHWEST FROM A STEEL
 JY1863'BOLT WITH NUT IN A CONCRETE RETAINING WALL, AND APPROXIMATELY 200
 JY1863'FEET EAST OF FREEMAN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1864 ***********************************************************************
 JY1864  DESIGNATION -  CLARK 72
 JY1864  PID         -  JY1864
 JY1864  STATE/COUNTY-  OH/CLARK
 JY1864  USGS QUAD   -  SPRINGFIELD (1981)
 JY1864
 JY1864                         *CURRENT SURVEY CONTROL
 JY1864  ___________________________________________________________________
 JY1864* NAD 83(1995)-  39 55 23.74605(N)    083 46 08.02240(W)     ADJUSTED  
 JY1864* NAVD 88     -       313.8    (meters)    1030.     (feet)  GPS OBS   
 JY1864  ___________________________________________________________________
 JY1864  X           -     531,667.152 (meters)                     COMP
 JY1864  Y           -  -4,869,456.435 (meters)                     COMP
 JY1864  Z           -   4,071,634.949 (meters)                     COMP
 JY1864  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 JY1864  ELLIP HEIGHT-         280.59  (meters)          (10/07/05) GPS OBS
 JY1864  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JY1864
 JY1864  HORZ ORDER  -  FIRST
 JY1864  ELLP ORDER  -  FOURTH    CLASS I
 JY1864
 JY1864.The horizontal coordinates were established by GPS observations
 JY1864.and adjusted by the National Geodetic Survey in April 1998..
 JY1864
 JY1864.The orthometric height was determined by GPS observations and a
 JY1864.high-resolution geoid model.
 JY1864
 JY1864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1864
 JY1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1864
 JY1864.The ellipsoidal height was determined by GPS observations
 JY1864.and is referenced to NAD 83.
 JY1864
 JY1864.The geoid height was determined by GEOID03.
 JY1864
 JY1864;                    North         East     Units Scale Factor Converg.
 JY1864;SPC OH S     -   214,274.744   491,528.688   MT  0.99998008   -0 48 18.5
 JY1864;UTM  17      - 4,422,911.223   263,367.164   MT  1.00028940   -1 46 40.1
 JY1864
 JY1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1864!SPC OH S     -   0.99995598  x   0.99998008  =   0.99993606
 JY1864!UTM  17      -   0.99995598  x   1.00028940  =   1.00024537
 JY1864
 JY1864:                Primary Azimuth Mark                     Grid Az
 JY1864:SPC OH S     -  CLARK 72 AZ MK                           088 39 10.6
 JY1864:UTM  17      -  CLARK 72 AZ MK                           089 37 32.2
 JY1864
 JY1864|---------------------------------------------------------------------|
 JY1864| PID    Reference Object                     Distance      Geod. Az  |
 JY1864|                                                           dddmmss.s |
 JY1864| JY1865 CLARK 72 AZ MK                      APPROX. 0.6 KM 0875052.1 |
 JY1864| AE9339 CLARK 100                           APPROX. 1.0 KM 3581454.0 |
 JY1864|---------------------------------------------------------------------|
 JY1864
 JY1864                          SUPERSEDED SURVEY CONTROL
 JY1864
 JY1864  ELLIP H (04/01/98)  280.65   (m)                       GP(       ) 4 1
 JY1864  NAD 83(1986)-  39 55 23.75293(N)    083 46 08.02944(W) AD(       ) 1
 JY1864
 JY1864.Superseded values are not recommended for survey control.
 JY1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1864.See file dsdata.txt to determine how the superseded data were derived.
 JY1864
 JY1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6336722911(NAD 83)
 JY1864_MARKER: DD = SURVEY DISK
 JY1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1864_SP_SET: CONCRETE POST
 JY1864_STAMPING: 72 1993
 JY1864_MARK LOGO: OH-023
 JY1864_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1864+STABILITY: SURFACE MOTION
 JY1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1864+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1996
 JY1864
 JY1864  HISTORY     - Date     Condition        Report By
 JY1864  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1864  HISTORY     - 19960424 GOOD             ATLTEC
 JY1864
 JY1864                          STATION DESCRIPTION
 JY1864
 JY1864'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1864'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1864'ABOUT 2.0 MILES EAST OF THE CENTER OF SPRINGFIELD.
 JY1864'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1864'MAIN STREET IN SPRINGFIELD, PROCEED EAST ALONG MAIN STREET 2.0 MILES
 JY1864'AND THE STATION ON THE RIGHT IN FRONT OF GIOVANNIS PIZZA AND
 JY1864'APPROXIMATELY 150 FEET EAST OF NORTH BURNETT ROAD.
 JY1864'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1864'FLUSH WITH THE GROUND AND STAMPED 72 1993.
 JY1864'THE STATION IS 29.1 FEET SOUTH FROM THE CENTERLINE OF MAIN STREET,
 JY1864'14.25 FEET WEST FROM THE EDGE OF PARKING AREA, AND 32.9 FEET NORTH
 JY1864'FROM THE NORTHEAST CORNER OF GIOVANNIS PIZZA BUILDING.
 JY1864
 JY1864                          STATION RECOVERY (1996)
 JY1864
 JY1864'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1996 (WEH)
 JY1864'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993.  THE STATION IS LOCATED
 JY1864'IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP ABOUT 2.0 MILES (3.2 KM)
 JY1864'EAST OF THE CENTER OF SPRINGFIELD.  TO REACH THE STATION FROM THE
 JY1864'INTERSECTION OF LIMESTONE STREET AND MAIN STREET IN SPRINGFIELD,
 JY1864'PROCEED EAST ALONG MAIN STREET 2.0 MILES (3.2 KM) AND THE STATION ON
 JY1864'THE RIGHT IN FRONT OF GIOVANNIS PIZZA AND APPROXIMATELY 150 FEET (45.7
 JY1864'M) EAST OF NORTH BURNETT ROAD.  THE STATION IS A 3.25 INCH DIAMETER
 JY1864'ALUMINUM CLARK COUNTY ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH
 JY1864'THE GROUND AND STAMPED 72 1993.  THE STATION IS 29.1 FEET (8.9 M)
 JY1864'SOUTH FROM THE CENTERLINE OF MAIN STREET, 14.25 FEET (4.34 M) WEST
 JY1864'FROM THE EDGE OF PARKING AREA AND 32.9 FEET (10.0 M) NORTH FROM THE
 JY1864'NORTHEAST CORNER OF GIOVANNIS PIZZA BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1865 ***********************************************************************
 JY1865  DESIGNATION -  CLARK 72 AZ MK
 JY1865  PID         -  JY1865
 JY1865  STATE/COUNTY-  OH/CLARK
 JY1865  USGS QUAD   -  SPRINGFIELD (1981)
 JY1865
 JY1865                         *CURRENT SURVEY CONTROL
 JY1865  ___________________________________________________________________
 JY1865* NAD 83(1995)-  39 55 24.44437(N)    083 45 43.86390(W)     ADJUSTED  
 JY1865* NAVD 88     -       310.8    (meters)    1020.     (feet)  GPS OBS   
 JY1865  ___________________________________________________________________
 JY1865  X           -     532,235.719 (meters)                     COMP
 JY1865  Y           -  -4,869,378.042 (meters)                     COMP
 JY1865  Z           -   4,071,649.491 (meters)                     COMP
 JY1865  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 JY1865  ELLIP HEIGHT-         277.51  (meters)          (10/07/05) GPS OBS
 JY1865  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JY1865
 JY1865  HORZ ORDER  -  FIRST
 JY1865  ELLP ORDER  -  FOURTH    CLASS I
 JY1865
 JY1865.The horizontal coordinates were established by GPS observations
 JY1865.and adjusted by the National Geodetic Survey in April 1998..
 JY1865
 JY1865.The orthometric height was determined by GPS observations and a
 JY1865.high-resolution geoid model.
 JY1865
 JY1865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1865
 JY1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1865
 JY1865.The ellipsoidal height was determined by GPS observations
 JY1865.and is referenced to NAD 83.
 JY1865
 JY1865.The geoid height was determined by GEOID03.
 JY1865
 JY1865;                    North         East     Units Scale Factor Converg.
 JY1865;SPC OH S     -   214,288.239   492,102.615   MT  0.99998011   -0 48 03.2
 JY1865;UTM  17      - 4,422,914.975   263,941.413   MT  1.00028606   -1 46 24.6
 JY1865
 JY1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1865!SPC OH S     -   0.99995647  x   0.99998011  =   0.99993658
 JY1865!UTM  17      -   0.99995647  x   1.00028606  =   1.00024251
 JY1865
 JY1865:                Primary Azimuth Mark                     Grid Az
 JY1865:SPC OH S     -  CLARK 72                                 268 39 10.9
 JY1865:UTM  17      -  CLARK 72                                 269 37 32.3
 JY1865
 JY1865|---------------------------------------------------------------------|
 JY1865| PID    Reference Object                     Distance      Geod. Az  |
 JY1865|                                                           dddmmss.s |
 JY1865| JY1864 CLARK 72                            APPROX. 0.6 KM 2675107.7 |
 JY1865|---------------------------------------------------------------------|
 JY1865
 JY1865                          SUPERSEDED SURVEY CONTROL
 JY1865
 JY1865  ELLIP H (04/01/98)  277.57   (m)                       GP(       ) 4 1
 JY1865  NAD 83(1986)-  39 55 24.45126(N)    083 45 43.87094(W) AD(       ) 1
 JY1865
 JY1865.Superseded values are not recommended for survey control.
 JY1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1865.See file dsdata.txt to determine how the superseded data were derived.
 JY1865
 JY1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6394122915(NAD 83)
 JY1865_MARKER: DD = SURVEY DISK
 JY1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1865_SP_SET: CONCRETE POST
 JY1865_STAMPING: 72 AZ 1993
 JY1865_MARK LOGO: OH-023
 JY1865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1865+STABILITY: SURFACE MOTION
 JY1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1865+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1865
 JY1865  HISTORY     - Date     Condition        Report By
 JY1865  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1865
 JY1865                          STATION DESCRIPTION
 JY1865
 JY1865'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1865'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1865'TOWNSHIP ABOUT 2.3 MILES EAST FROM THE CENTER OF SPRINGFIELD.
 JY1865'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG MAIN
 JY1865'STREET 0.35 MILES TO THE MARK ON THE LEFT BETWEEN A POOL AND A
 JY1865'BRIDGE.
 JY1865'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1865'CONCRETE FLUSH WITH THE GROUND AND STAMPED 72 AZ 1993.
 JY1865'THE AZIMUTH MARK IS 39.8 FEET SOUTHEAST FROM A FLAGPOLE AT THE EDGE OF
 JY1865'A POOL, 7.4 FEET NORTHWEST FROM A FENCE CORNER, AND 19.10 FEET
 JY1865'NORTHWEST FROM THE CORNER OF THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1866 ***********************************************************************
 JY1866  DESIGNATION -  CLARK 73
 JY1866  PID         -  JY1866
 JY1866  STATE/COUNTY-  OH/CLARK
 JY1866  USGS QUAD   -  SPRINGFIELD (1981)
 JY1866
 JY1866                         *CURRENT SURVEY CONTROL
 JY1866  ___________________________________________________________________
 JY1866* NAD 83(1995)-  39 55 22.72840(N)    083 45 03.59770(W)     ADJUSTED  
 JY1866* NAVD 88     -       330.6    (meters)    1085.     (feet)  GPS OBS   
 JY1866  ___________________________________________________________________
 JY1866  X           -     533,191.644 (meters)                     COMP
 JY1866  Y           -  -4,869,322.953 (meters)                     COMP
 JY1866  Z           -   4,071,621.646 (meters)                     COMP
 JY1866  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 JY1866  ELLIP HEIGHT-         297.37  (meters)          (10/07/05) GPS OBS
 JY1866  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JY1866
 JY1866  HORZ ORDER  -  FIRST
 JY1866  ELLP ORDER  -  FOURTH    CLASS I
 JY1866
 JY1866.The horizontal coordinates were established by GPS observations
 JY1866.and adjusted by the National Geodetic Survey in April 1998..
 JY1866
 JY1866.The orthometric height was determined by GPS observations and a
 JY1866.high-resolution geoid model.
 JY1866
 JY1866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1866
 JY1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1866
 JY1866.The ellipsoidal height was determined by GPS observations
 JY1866.and is referenced to NAD 83.
 JY1866
 JY1866.The geoid height was determined by GEOID03.
 JY1866
 JY1866;                    North         East     Units Scale Factor Converg.
 JY1866;SPC OH S     -   214,222.015   493,057.970   MT  0.99998003   -0 47 37.6
 JY1866;UTM  17      - 4,422,832.520   264,895.797   MT  1.00028052   -1 45 58.6
 JY1866
 JY1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1866!SPC OH S     -   0.99995335  x   0.99998003  =   0.99993338
 JY1866!UTM  17      -   0.99995335  x   1.00028052  =   1.00023386
 JY1866
 JY1866                          SUPERSEDED SURVEY CONTROL
 JY1866
 JY1866  ELLIP H (04/01/98)  297.42   (m)                       GP(       ) 4 1
 JY1866  NAD 83(1986)-  39 55 22.73529(N)    083 45 03.60477(W) AD(       ) 1
 JY1866
 JY1866.Superseded values are not recommended for survey control.
 JY1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1866.See file dsdata.txt to determine how the superseded data were derived.
 JY1866
 JY1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6489622833(NAD 83)
 JY1866_MARKER: DD = SURVEY DISK
 JY1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1866_SP_SET: CONCRETE POST
 JY1866_STAMPING: 73 1993
 JY1866_MARK LOGO: OH-023
 JY1866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1866+STABILITY: SURFACE MOTION
 JY1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1866+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1866
 JY1866  HISTORY     - Date     Condition        Report By
 JY1866  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1866
 JY1866                          STATION DESCRIPTION
 JY1866
 JY1866'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1866'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1866'ABOUT 3.1 MILES EAST OF THE CENTER OF SPRINGFIELD.
 JY1866'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1866'LIMESTONE STREET IN SPRINGFIELD, PROCEED EAST ALONG MAIN STREET 2.5
 JY1866'MILES WHERE IT TURNS INTO U.S. 40.  CONTINUE EAST ALONG U.S. 40 0.5
 JY1866'MILES TO THE STATION ON THE RIGHT BETWEEN U.S. 40 EASTBOUND LANE AND
 JY1866'MAPLEWOOD AVENUE AND EAST OF RESIDENCE NUMBER 3427.
 JY1866'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1866'FLUSH WITH THE GROUND AND STAMPED 73 1993.
 JY1866'THE STATION IS 29.60 FEET SOUTH FROM THE EDGE OF PAVEMENT OF U.S. 40
 JY1866'EASTBOUND LANE, 20.40 FEET NORTH FROM A NAIL IN THE CENTERLINE OF
 JY1866'MAPLEWOOD AVENUE, 33.45 FEET NORTHEAST FROM A NAIL IN THE CENTERLINE
 JY1866'OF MAPLEWOOD AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1867 ***********************************************************************
 JY1867  DESIGNATION -  CLARK 74
 JY1867  PID         -  JY1867
 JY1867  STATE/COUNTY-  OH/CLARK
 JY1867  USGS QUAD   -  SPRINGFIELD (1981)
 JY1867
 JY1867                         *CURRENT SURVEY CONTROL
 JY1867  ___________________________________________________________________
 JY1867* NAD 83(1995)-  39 53 28.81530(N)    083 45 23.67477(W)     ADJUSTED  
 JY1867* NAVD 88     -       327.7    (meters)    1075.     (feet)  GPS OBS   
 JY1867  ___________________________________________________________________
 JY1867  X           -     532,962.580 (meters)                     COMP
 JY1867  Y           -  -4,871,613.372 (meters)                     COMP
 JY1867  Z           -   4,068,924.647 (meters)                     COMP
 JY1867  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 JY1867  ELLIP HEIGHT-         294.52  (meters)          (10/07/05) GPS OBS
 JY1867  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JY1867
 JY1867  HORZ ORDER  -  FIRST
 JY1867  ELLP ORDER  -  FOURTH    CLASS I
 JY1867
 JY1867.The horizontal coordinates were established by GPS observations
 JY1867.and adjusted by the National Geodetic Survey in April 1998..
 JY1867
 JY1867.The orthometric height was determined by GPS observations and a
 JY1867.high-resolution geoid model.
 JY1867
 JY1867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1867
 JY1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1867
 JY1867.The ellipsoidal height was determined by GPS observations
 JY1867.and is referenced to NAD 83.
 JY1867
 JY1867.The geoid height was determined by GEOID03.
 JY1867
 JY1867;                    North         East     Units Scale Factor Converg.
 JY1867;SPC OH S     -   210,715.694   492,532.364   MT  0.99997499   -0 47 50.4
 JY1867;UTM  17      - 4,419,334.553   264,310.611   MT  1.00028392   -1 46 07.3
 JY1867
 JY1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1867!SPC OH S     -   0.99995380  x   0.99997499  =   0.99992879
 JY1867!UTM  17      -   0.99995380  x   1.00028392  =   1.00023770
 JY1867
 JY1867                          SUPERSEDED SURVEY CONTROL
 JY1867
 JY1867  ELLIP H (04/01/98)  294.57   (m)                       GP(       ) 4 1
 JY1867  NAD 83(1986)-  39 53 28.82220(N)    083 45 23.68177(W) AD(       ) 1
 JY1867
 JY1867.Superseded values are not recommended for survey control.
 JY1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1867.See file dsdata.txt to determine how the superseded data were derived.
 JY1867
 JY1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6431119335(NAD 83)
 JY1867_MARKER: DD = SURVEY DISK
 JY1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1867_SP_SET: CONCRETE POST
 JY1867_STAMPING: 74 1993
 JY1867_MARK LOGO: OH-023
 JY1867_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1867+STABILITY: SURFACE MOTION
 JY1867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1867+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1867
 JY1867  HISTORY     - Date     Condition        Report By
 JY1867  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1867
 JY1867                          STATION DESCRIPTION
 JY1867
 JY1867'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1867'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1867'ABOUT 3.2 MILES SOUTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1867'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1867'LIMESTONE STREET IN SPRINGFIELD, PROCEED SOUTH ALONG LIMESTONE STREET
 JY1867'1.8 MILES TO ITS INTERSECTION WITH EAST LEFFEL LANE.  TURN LEFT AND
 JY1867'PROCEED EAST ALONG EAST LEFFEL LANE 2.8 MILES TO THE STATION ON THE
 JY1867'LEFT ACROSS FROM RESIDENCE NUMBER 3217 AND 0.1 MILES EAST OF EAST
 JY1867'POSSUM ROAD.
 JY1867'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1867'FLUSH WITH THE GROUND AND STAMPED 74 1993.
 JY1867'THE STATION IS 40.0 FEET NORTHEAST FROM THE CENTERLINE OF EAST LEFFEL
 JY1867'LANE, 21.73 FEET NORTH FROM THE CENTERLINE OF EAST LEFFEL LANE, AND
 JY1867'51.65 FEET NORTHWEST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1868 ***********************************************************************
 JY1868  DESIGNATION -  CLARK 75
 JY1868  PID         -  JY1868
 JY1868  STATE/COUNTY-  OH/CLARK
 JY1868  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1868
 JY1868                         *CURRENT SURVEY CONTROL
 JY1868  ___________________________________________________________________
 JY1868* NAD 83(1995)-  39 54 10.38522(N)    083 44 44.17759(W)     ADJUSTED  
 JY1868* NAVD 88     -       334.3    (meters)    1097.     (feet)  GPS OBS   
 JY1868  ___________________________________________________________________
 JY1868  X           -     533,806.377 (meters)                     COMP
 JY1868  Y           -  -4,870,698.715 (meters)                     COMP
 JY1868  Z           -   4,069,912.530 (meters)                     COMP
 JY1868  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 JY1868  ELLIP HEIGHT-         301.07  (meters)          (10/07/05) GPS OBS
 JY1868  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JY1868
 JY1868  HORZ ORDER  -  FIRST
 JY1868  ELLP ORDER  -  FOURTH    CLASS I
 JY1868
 JY1868.The horizontal coordinates were established by GPS observations
 JY1868.and adjusted by the National Geodetic Survey in April 1998..
 JY1868
 JY1868.The orthometric height was determined by GPS observations and a
 JY1868.high-resolution geoid model.
 JY1868
 JY1868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1868
 JY1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1868
 JY1868.The ellipsoidal height was determined by GPS observations
 JY1868.and is referenced to NAD 83.
 JY1868
 JY1868.The geoid height was determined by GEOID03.
 JY1868
 JY1868;                    North         East     Units Scale Factor Converg.
 JY1868;SPC OH S     -   211,984.657   493,488.312   MT  0.99997680   -0 47 25.3
 JY1868;UTM  17      - 4,420,587.507   265,288.236   MT  1.00027826   -1 45 43.5
 JY1868
 JY1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1868!SPC OH S     -   0.99995277  x   0.99997680  =   0.99992957
 JY1868!UTM  17      -   0.99995277  x   1.00027826  =   1.00023102
 JY1868
 JY1868:                Primary Azimuth Mark                     Grid Az
 JY1868:SPC OH S     -  CLARK 39                                 133 12 09.3
 JY1868:UTM  17      -  CLARK 39                                 134 10 27.5
 JY1868
 JY1868|---------------------------------------------------------------------|
 JY1868| PID    Reference Object                     Distance      Geod. Az  |
 JY1868|                                                           dddmmss.s |
 JY1868| JY1828 CLARK 39                            APPROX. 1.4 KM 1322444.0 |
 JY1868|---------------------------------------------------------------------|
 JY1868
 JY1868                          SUPERSEDED SURVEY CONTROL
 JY1868
 JY1868  ELLIP H (04/01/98)  301.12   (m)                       GP(       ) 4 1
 JY1868  NAD 83(1986)-  39 54 10.39212(N)    083 44 44.18465(W) AD(       ) 1
 JY1868
 JY1868.Superseded values are not recommended for survey control.
 JY1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1868.See file dsdata.txt to determine how the superseded data were derived.
 JY1868
 JY1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6528820588(NAD 83)
 JY1868_MARKER: DD = SURVEY DISK
 JY1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1868_SP_SET: CONCRETE POST
 JY1868_STAMPING: 75 1993
 JY1868_MARK LOGO: OH-023
 JY1868_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1868+STABILITY: SURFACE MOTION
 JY1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1868+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1868
 JY1868  HISTORY     - Date     Condition        Report By
 JY1868  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1868
 JY1868                          STATION DESCRIPTION
 JY1868
 JY1868'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1868'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1868'ABOUT 3.5 MILES SOUTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1868'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1868'LIMESTONE STREET IN SPRINGFIELD, PROCEED EAST ALONG MAIN STREET 3.5
 JY1868'MILES TO ITS INTERSECTION WITH SOUTH BIRD ROAD.  TURN RIGHT AND
 JY1868'PROCEED SOUTH ALONG SOUTH BIRD ROAD 1.0 MILES TO THE STATION ON THE
 JY1868'LEFT NEAR A FENCE.
 JY1868'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1868'FLUSH WITH THE GROUND AND STAMPED 75 1993.
 JY1868'THE STATION IS 85.75 FEET SOUTHEAST FROM A FIRE HYDRANT, 17.55 FEET
 JY1868'EAST FROM THE CENTERLINE OF SOUTH BIRD ROAD, 83.90 FEET SOUTHWEST
 JY1868'FROM A POWER POLE, AND APPROXIMATELY 85 FEET PAST THE DRIVE TO NEW
 JY1868'RED PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1869 ***********************************************************************
 JY1869  DESIGNATION -  CLARK 76
 JY1869  PID         -  JY1869
 JY1869  STATE/COUNTY-  OH/CLARK
 JY1869  USGS QUAD   -  SPRINGFIELD (1981)
 JY1869
 JY1869                         *CURRENT SURVEY CONTROL
 JY1869  ___________________________________________________________________
 JY1869* NAD 83(1995)-  39 53 19.89427(N)    083 48 43.03755(W)     ADJUSTED  
 JY1869* NAVD 88     -       313.0    (meters)    1027.     (feet)  GPS OBS   
 JY1869  ___________________________________________________________________
 JY1869  X           -     528,271.537 (meters)                     COMP
 JY1869  Y           -  -4,872,290.439 (meters)                     COMP
 JY1869  Z           -   4,068,704.091 (meters)                     COMP
 JY1869  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 JY1869  ELLIP HEIGHT-         279.81  (meters)          (10/07/05) GPS OBS
 JY1869  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JY1869
 JY1869  HORZ ORDER  -  FIRST
 JY1869  ELLP ORDER  -  FOURTH    CLASS I
 JY1869
 JY1869.The horizontal coordinates were established by GPS observations
 JY1869.and adjusted by the National Geodetic Survey in April 1998..
 JY1869
 JY1869.The orthometric height was determined by GPS observations and a
 JY1869.high-resolution geoid model.
 JY1869
 JY1869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1869
 JY1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1869
 JY1869.The ellipsoidal height was determined by GPS observations
 JY1869.and is referenced to NAD 83.
 JY1869
 JY1869.The geoid height was determined by GEOID03.
 JY1869
 JY1869;                    North         East     Units Scale Factor Converg.
 JY1869;SPC OH S     -   210,507.945   487,792.489   MT  0.99997461   -0 49 56.9
 JY1869;UTM  17      - 4,419,207.161   259,566.363   MT  1.00031173   -1 48 15.0
 JY1869
 JY1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1869!SPC OH S     -   0.99995611  x   0.99997461  =   0.99993072
 JY1869!UTM  17      -   0.99995611  x   1.00031173  =   1.00026782
 JY1869
 JY1869:                Primary Azimuth Mark                     Grid Az
 JY1869:SPC OH S     -  CLARK 76 AZ MK                           002 04 54.0
 JY1869:UTM  17      -  CLARK 76 AZ MK                           003 03 12.1
 JY1869
 JY1869|---------------------------------------------------------------------|
 JY1869| PID    Reference Object                     Distance      Geod. Az  |
 JY1869|                                                           dddmmss.s |
 JY1869| JY1870 CLARK 76 AZ MK                      465.889 METERS 0011457.1 |
 JY1869|---------------------------------------------------------------------|
 JY1869
 JY1869                          SUPERSEDED SURVEY CONTROL
 JY1869
 JY1869  ELLIP H (04/01/98)  279.86   (m)                       GP(       ) 4 1
 JY1869  NAD 83(1986)-  39 53 19.90115(N)    083 48 43.04448(W) AD(       ) 1
 JY1869
 JY1869.Superseded values are not recommended for survey control.
 JY1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1869.See file dsdata.txt to determine how the superseded data were derived.
 JY1869
 JY1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5956619207(NAD 83)
 JY1869_MARKER: DD = SURVEY DISK
 JY1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1869_SP_SET: CONCRETE POST
 JY1869_STAMPING: 76 1993
 JY1869_MARK LOGO: OH-023
 JY1869_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1869+STABILITY: SURFACE MOTION
 JY1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1869+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1869
 JY1869  HISTORY     - Date     Condition        Report By
 JY1869  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1869
 JY1869                          STATION DESCRIPTION
 JY1869
 JY1869'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1869'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1869'ABOUT 2.5 MILES SOUTH OF THE CENTER OF SPRINGFIELD.
 JY1869'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1869'MAIN STREET IN SPRINGFIELD, PROCEED SOUTH ALONG LIMESTONE STREET 2.5
 JY1869'MILES AND THE STATION ON THE LEFT IN THE SOUTHEAST CORNER OF THE
 JY1869'INTERSECTION OF KINNANE AVENUE AND LIMESTONE STREET.
 JY1869'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1869'FLUSH WITH THE GROUND AND STAMPED 76 1993.
 JY1869'THE STATION IS 5.0 FEET NORTHEAST FROM A STORM DRAIN, 14.7 FEET EAST
 JY1869'FROM THE CENTERLINE OF SOUTH LIMESTONE STREET, AND 41.95 FEET SOUTH
 JY1869'FROM THE CENTERLINE OF KINNANE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1870 ***********************************************************************
 JY1870  DESIGNATION -  CLARK 76 AZ MK
 JY1870  PID         -  JY1870
 JY1870  STATE/COUNTY-  OH/CLARK
 JY1870  USGS QUAD   -  SPRINGFIELD (1981)
 JY1870
 JY1870                         *CURRENT SURVEY CONTROL
 JY1870  ___________________________________________________________________
 JY1870* NAD 83(1995)-  39 53 34.99617(N)    083 48 42.61003(W)     ADJUSTED  
 JY1870* NAVD 88     -       310.8    (meters)    1020.     (feet)  GPS OBS   
 JY1870  ___________________________________________________________________
 JY1870  X           -     528,249.250 (meters)                     COMP
 JY1870  Y           -  -4,871,990.661 (meters)                     COMP
 JY1870  Z           -   4,069,060.059 (meters)                     COMP
 JY1870  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 JY1870  ELLIP HEIGHT-         277.59  (meters)          (10/07/05) GPS OBS
 JY1870  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JY1870
 JY1870  HORZ ORDER  -  FIRST
 JY1870  ELLP ORDER  -  FOURTH    CLASS I
 JY1870
 JY1870.The horizontal coordinates were established by GPS observations
 JY1870.and adjusted by the National Geodetic Survey in April 1998..
 JY1870
 JY1870.The orthometric height was determined by GPS observations and a
 JY1870.high-resolution geoid model.
 JY1870
 JY1870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1870
 JY1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1870
 JY1870.The ellipsoidal height was determined by GPS observations
 JY1870.and is referenced to NAD 83.
 JY1870
 JY1870.The geoid height was determined by GEOID03.
 JY1870
 JY1870;                    North         East     Units Scale Factor Converg.
 JY1870;SPC OH S     -   210,973.515   487,809.411   MT  0.99997526   -0 49 56.6
 JY1870;UTM  17      - 4,419,672.534   259,591.187   MT  1.00031159   -1 48 15.3
 JY1870
 JY1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1870!SPC OH S     -   0.99995645  x   0.99997526  =   0.99993171
 JY1870!UTM  17      -   0.99995645  x   1.00031159  =   1.00026803
 JY1870
 JY1870:                Primary Azimuth Mark                     Grid Az
 JY1870:SPC OH S     -  CLARK 76                                 182 04 54.0
 JY1870:UTM  17      -  CLARK 76                                 183 03 12.7
 JY1870
 JY1870|---------------------------------------------------------------------|
 JY1870| PID    Reference Object                     Distance      Geod. Az  |
 JY1870|                                                           dddmmss.s |
 JY1870| JY1869 CLARK 76                            465.889 METERS 1811457.4 |
 JY1870|---------------------------------------------------------------------|
 JY1870
 JY1870                          SUPERSEDED SURVEY CONTROL
 JY1870
 JY1870  ELLIP H (04/01/98)  277.64   (m)                       GP(       ) 4 1
 JY1870  NAD 83(1986)-  39 53 35.00305(N)    083 48 42.61695(W) AD(       ) 1
 JY1870
 JY1870.Superseded values are not recommended for survey control.
 JY1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1870.See file dsdata.txt to determine how the superseded data were derived.
 JY1870
 JY1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5959119673(NAD 83)
 JY1870_MARKER: DD = SURVEY DISK
 JY1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1870_SP_SET: CONCRETE POST
 JY1870_STAMPING: 76 AZ 1993
 JY1870_MARK LOGO: OH-023
 JY1870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1870+STABILITY: SURFACE MOTION
 JY1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1870+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1870
 JY1870  HISTORY     - Date     Condition        Report By
 JY1870  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1870
 JY1870                          STATION DESCRIPTION
 JY1870
 JY1870'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1870'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1870'TOWNSHIP ABOUT 2.3 MILES SOUTH OF THE CENTER OF SPRINGFIELD.
 JY1870'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG
 JY1870'LIMESTONE STREET 0.25 MILES TO THE ENTRANCE RAMP OF I-70 WEST AND THE
 JY1870'MARK ON THE LEFT IN THE MEDIAN.
 JY1870'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1870'CONCRETE FLUSH WITH THE GROUND AND STAMPED 76 AZ 1993.
 JY1870'THE AZIMUTH MARK IS 14.0 FEET SOUTH FROM THE CENTER OF A MANHOLE
 JY1870'COVER, 30.7 FEET EAST FROM A STORM SEWER COVER, AND 73.5 FEET NORTH
 JY1870'FROM A LIGHT POLE AND APPROXIMATELY 0.1 MILES SOUTH OF LEFFEL LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1871 ***********************************************************************
 JY1871  DESIGNATION -  CLARK 77
 JY1871  PID         -  JY1871
 JY1871  STATE/COUNTY-  OH/CLARK
 JY1871  USGS QUAD   -  SPRINGFIELD (1981)
 JY1871
 JY1871                         *CURRENT SURVEY CONTROL
 JY1871  ___________________________________________________________________
 JY1871* NAD 83(1995)-  39 57 05.69079(N)    083 50 58.23555(W)     ADJUSTED  
 JY1871* NAVD 88     -       281.5    (meters)     924.     (feet)  GPS OBS   
 JY1871  ___________________________________________________________________
 JY1871  X           -     524,596.404 (meters)                     COMP
 JY1871  Y           -  -4,868,168.009 (meters)                     COMP
 JY1871  Z           -   4,074,025.047 (meters)                     COMP
 JY1871  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 JY1871  ELLIP HEIGHT-         248.13  (meters)          (10/07/05) GPS OBS
 JY1871  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JY1871
 JY1871  HORZ ORDER  -  FIRST
 JY1871  ELLP ORDER  -  FOURTH    CLASS I
 JY1871
 JY1871.The horizontal coordinates were established by GPS observations
 JY1871.and adjusted by the National Geodetic Survey in April 1998..
 JY1871
 JY1871.The orthometric height was determined by GPS observations and a
 JY1871.high-resolution geoid model.
 JY1871
 JY1871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1871
 JY1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1871
 JY1871.The ellipsoidal height was determined by GPS observations
 JY1871.and is referenced to NAD 83.
 JY1871
 JY1871.The geoid height was determined by GEOID03.
 JY1871
 JY1871;                    North         East     Units Scale Factor Converg.
 JY1871;SPC OH S     -   217,518.496   484,684.833   MT  0.99998485   -0 51 22.6
 JY1871;UTM  17      - 4,426,271.884   256,577.190   MT  1.00032953   -1 49 50.5
 JY1871
 JY1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1871!SPC OH S     -   0.99996108  x   0.99998485  =   0.99994593
 JY1871!UTM  17      -   0.99996108  x   1.00032953  =   1.00029059
 JY1871
 JY1871:                Primary Azimuth Mark                     Grid Az
 JY1871:SPC OH S     -  CLARK 68                                 206 26 10.1
 JY1871:UTM  17      -  CLARK 68                                 207 24 38.0
 JY1871
 JY1871|---------------------------------------------------------------------|
 JY1871| PID    Reference Object                     Distance      Geod. Az  |
 JY1871|                                                           dddmmss.s |
 JY1871| JY1860 CLARK 68                            APPROX. 1.1 KM 2053447.5 |
 JY1871|---------------------------------------------------------------------|
 JY1871
 JY1871                          SUPERSEDED SURVEY CONTROL
 JY1871
 JY1871  ELLIP H (04/01/98)  248.19   (m)                       GP(       ) 4 1
 JY1871  NAD 83(1986)-  39 57 05.69773(N)    083 50 58.24206(W) AD(       ) 1
 JY1871
 JY1871.Superseded values are not recommended for survey control.
 JY1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1871.See file dsdata.txt to determine how the superseded data were derived.
 JY1871
 JY1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5657726272(NAD 83)
 JY1871_MARKER: DD = SURVEY DISK
 JY1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1871_SP_SET: CONCRETE POST
 JY1871_STAMPING: 77 1993
 JY1871_MARK LOGO: OH-023
 JY1871_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1871+STABILITY: SURFACE MOTION
 JY1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1871+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1871
 JY1871  HISTORY     - Date     Condition        Report By
 JY1871  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1871
 JY1871                          STATION DESCRIPTION
 JY1871
 JY1871'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1871'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1871'ABOUT 2.8 MILES NORTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1871'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1871'LIMESTONE STREET IN SPRINGFIELD, PROCEED WEST ALONG MAIN STREET 2.5
 JY1871'MILES TO ITS INTERSECTION WITH UPPER VALLEY PIKE.  TURN RIGHT AND
 JY1871'PROCEED NORTH ALONG UPPER VALLEY PIKE 1.9 MILES TO TIRE AMERICA AND
 JY1871'THE STATION ON THE LEFT.
 JY1871'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1871'FLUSH WITH THE GROUND AND STAMPED 77 1993.
 JY1871'THE STATION IS 66.4 FEET SOUTH FROM THE CENTERLINE OF ROSS LANE, 20.3
 JY1871'FEET WEST FROM A PK NAIL IN THE EDGE OF THE PAVEMENT OF UPPER VALLEY
 JY1871'PIKE, AND 13.95 FEET NORTHWEST FROM A PK NAIL IN A POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1872 ***********************************************************************
 JY1872  DESIGNATION -  CLARK 78
 JY1872  PID         -  JY1872
 JY1872  STATE/COUNTY-  OH/CLARK
 JY1872  USGS QUAD   -  SPRINGFIELD (1981)
 JY1872
 JY1872                         *CURRENT SURVEY CONTROL
 JY1872  ___________________________________________________________________
 JY1872* NAD 83(1995)-  39 58 02.69221(N)    083 49 08.27620(W)     ADJUSTED  
 JY1872* NAVD 88     -       281.7    (meters)     924.     (feet)  GPS OBS   
 JY1872  ___________________________________________________________________
 JY1872  X           -     527,069.982 (meters)                     COMP
 JY1872  Y           -  -4,866,765.239 (meters)                     COMP
 JY1872  Z           -   4,075,372.820 (meters)                     COMP
 JY1872  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 JY1872  ELLIP HEIGHT-         248.37  (meters)          (10/07/05) GPS OBS
 JY1872  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JY1872
 JY1872  HORZ ORDER  -  FIRST
 JY1872  ELLP ORDER  -  FOURTH    CLASS I
 JY1872
 JY1872.The horizontal coordinates were established by GPS observations
 JY1872.and adjusted by the National Geodetic Survey in April 1998..
 JY1872
 JY1872.The orthometric height was determined by GPS observations and a
 JY1872.high-resolution geoid model.
 JY1872
 JY1872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1872
 JY1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1872
 JY1872.The ellipsoidal height was determined by GPS observations
 JY1872.and is referenced to NAD 83.
 JY1872
 JY1872.The geoid height was determined by GEOID03.
 JY1872
 JY1872;                    North         East     Units Scale Factor Converg.
 JY1872;SPC OH S     -   219,237.799   487,320.321   MT  0.99998762   -0 50 12.9
 JY1872;UTM  17      - 4,427,946.674   259,242.433   MT  1.00031364   -1 48 41.9
 JY1872
 JY1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1872!SPC OH S     -   0.99996104  x   0.99998762  =   0.99994866
 JY1872!UTM  17      -   0.99996104  x   1.00031364  =   1.00027467
 JY1872
 JY1872:                Primary Azimuth Mark                     Grid Az
 JY1872:SPC OH S     -  CLARK 78 AZ MK                           215 22 22.0
 JY1872:UTM  17      -  CLARK 78 AZ MK                           216 20 51.0
 JY1872
 JY1872|---------------------------------------------------------------------|
 JY1872| PID    Reference Object                     Distance      Geod. Az  |
 JY1872|                                                           dddmmss.s |
 JY1872| JY1873 CLARK 78 AZ MK                      APPROX. 1.2 KM 2143209.1 |
 JY1872|---------------------------------------------------------------------|
 JY1872
 JY1872                          SUPERSEDED SURVEY CONTROL
 JY1872
 JY1872  ELLIP H (04/01/98)  248.44   (m)                       GP(       ) 4 1
 JY1872  NAD 83(1986)-  39 58 02.69902(N)    083 49 08.28303(W) AD(       ) 1
 JY1872
 JY1872.Superseded values are not recommended for survey control.
 JY1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1872.See file dsdata.txt to determine how the superseded data were derived.
 JY1872
 JY1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5924227947(NAD 83)
 JY1872_MARKER: DD = SURVEY DISK
 JY1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1872_SP_SET: CONCRETE POST
 JY1872_STAMPING: 78 1993
 JY1872_MARK LOGO: OH-023
 JY1872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1872+STABILITY: SURFACE MOTION
 JY1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1872+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1872
 JY1872  HISTORY     - Date     Condition        Report By
 JY1872  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1872
 JY1872                          STATION DESCRIPTION
 JY1872
 JY1872'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1872'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP ABOUT
 JY1872'2.9 MILES NORTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1872'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1872'MAIN STREET IN SPRINGFIELD, PROCEED WEST ALONG MAIN STREET 2.4 MILES
 JY1872'TO ITS INTERSECTION WITH U.S. 68.  TURN RIGHT AND PROCEED NORTH ALONG
 JY1872'U.S. 68 3.0 MILES TO THE STATION ON THE LEFT NEAR A FENCE.
 JY1872'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1872'FLUSH WITH THE GROUND AND STAMPED 78 1993.
 JY1872'THE STATION IS 18.55 FEET NORTHWEST FROM THE EDGE OF THE PAVEMENT OF
 JY1872'US 68 SOUTHBOUND, 24.30 FEET SOUTHWEST FROM THE EDGE OF THE PAVEMENT
 JY1872'OF US 68 SOUTHBOUND, AND 68.60 FEET NORTHEAST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1873 ***********************************************************************
 JY1873  DESIGNATION -  CLARK 78 AZ MK
 JY1873  PID         -  JY1873
 JY1873  STATE/COUNTY-  OH/CLARK
 JY1873  USGS QUAD   -  SPRINGFIELD (1981)
 JY1873
 JY1873                         *CURRENT SURVEY CONTROL
 JY1873  ___________________________________________________________________
 JY1873* NAD 83(1995)-  39 57 30.23278(N)    083 49 37.30371(W)     ADJUSTED  
 JY1873* NAVD 88     -       287.3    (meters)     943.     (feet)  GPS OBS   
 JY1873  ___________________________________________________________________
 JY1873  X           -     526,454.687 (meters)                     COMP
 JY1873  Y           -  -4,867,482.936 (meters)                     COMP
 JY1873  Z           -   4,074,609.041 (meters)                     COMP
 JY1873  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 JY1873  ELLIP HEIGHT-         253.95  (meters)          (10/07/05) GPS OBS
 JY1873  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JY1873
 JY1873  HORZ ORDER  -  FIRST
 JY1873  ELLP ORDER  -  FOURTH    CLASS I
 JY1873
 JY1873.The horizontal coordinates were established by GPS observations
 JY1873.and adjusted by the National Geodetic Survey in April 1998..
 JY1873
 JY1873.The orthometric height was determined by GPS observations and a
 JY1873.high-resolution geoid model.
 JY1873
 JY1873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1873
 JY1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1873
 JY1873.The ellipsoidal height was determined by GPS observations
 JY1873.and is referenced to NAD 83.
 JY1873
 JY1873.The geoid height was determined by GEOID03.
 JY1873
 JY1873;                    North         East     Units Scale Factor Converg.
 JY1873;SPC OH S     -   218,246.874   486,616.817   MT  0.99998603   -0 50 31.3
 JY1873;UTM  17      - 4,426,967.537   258,521.939   MT  1.00031792   -1 48 59.3
 JY1873
 JY1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1873!SPC OH S     -   0.99996016  x   0.99998603  =   0.99994619
 JY1873!UTM  17      -   0.99996016  x   1.00031792  =   1.00027807
 JY1873
 JY1873:                Primary Azimuth Mark                     Grid Az
 JY1873:SPC OH S     -  CLARK 78                                 035 22 21.8
 JY1873:UTM  17      -  CLARK 78                                 036 20 49.8
 JY1873
 JY1873|---------------------------------------------------------------------|
 JY1873| PID    Reference Object                     Distance      Geod. Az  |
 JY1873|                                                           dddmmss.s |
 JY1873| JY1872 CLARK 78                            APPROX. 1.2 KM 0343150.5 |
 JY1873|---------------------------------------------------------------------|
 JY1873
 JY1873                          SUPERSEDED SURVEY CONTROL
 JY1873
 JY1873  ELLIP H (04/01/98)  254.01   (m)                       GP(       ) 4 1
 JY1873  NAD 83(1986)-  39 57 30.23958(N)    083 49 37.31053(W) AD(       ) 1
 JY1873
 JY1873.Superseded values are not recommended for survey control.
 JY1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1873.See file dsdata.txt to determine how the superseded data were derived.
 JY1873
 JY1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5852226968(NAD 83)
 JY1873_MARKER: DD = SURVEY DISK
 JY1873_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY1873_SP_SET: BRIDGE ABUTMENT
 JY1873_STAMPING: 78 AZ 1993
 JY1873_MARK LOGO: OH-023
 JY1873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1873+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1873
 JY1873  HISTORY     - Date     Condition        Report By
 JY1873  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1873
 JY1873                          STATION DESCRIPTION
 JY1873
 JY1873'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1873'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP
 JY1873'2.5 MILES NORTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1873'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG U.S. 68
 JY1873'SOUTH 0.4 MILES TO THE OVERPASS OF SAINT PARIS PIKE AND THE MARK ON
 JY1873'THE RIGHT IN THE NORTH CORNER OF THE BRIDGE ABUTMENT.
 JY1873'THE AZIMUTH MARK IS AN ALUMINUM CLARK COUNTY DISK SET IN A STAR DRILL
 JY1873'IN BRIDGE ABUTMENT AND STAMPED 78 AZ 1993.
 JY1873'THE AZIMUTH MARK IS 8.05 FEET NORTH FROM A DRAIN HOLE IN THE BRIDGE,
 JY1873'16.0 FEET SOUTH OF THE CORNER OF THE BRIDGE ABUTMENT, AND 17.60 FEET
 JY1873'NORTHEAST FROM THE CENTERLINE OF SAINT PARIS PIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1874 ***********************************************************************
 JY1874  DESIGNATION -  CLARK 79
 JY1874  PID         -  JY1874
 JY1874  STATE/COUNTY-  OH/CLARK
 JY1874  USGS QUAD   -  SPRINGFIELD (1981)
 JY1874
 JY1874                         *CURRENT SURVEY CONTROL
 JY1874  ___________________________________________________________________
 JY1874* NAD 83(1995)-  39 58 27.90312(N)    083 48 43.24563(W)     ADJUSTED  
 JY1874* NAVD 88     -       285.1    (meters)     935.     (feet)  GPS OBS   
 JY1874  ___________________________________________________________________
 JY1874  X           -     527,607.006 (meters)                     COMP
 JY1874  Y           -  -4,866,207.226 (meters)                     COMP
 JY1874  Z           -   4,075,970.951 (meters)                     COMP
 JY1874  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 JY1874  ELLIP HEIGHT-         251.79  (meters)          (10/07/05) GPS OBS
 JY1874  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JY1874
 JY1874  HORZ ORDER  -  FIRST
 JY1874  ELLP ORDER  -  FOURTH    CLASS I
 JY1874
 JY1874.The horizontal coordinates were established by GPS observations
 JY1874.and adjusted by the National Geodetic Survey in April 1998..
 JY1874
 JY1874.The orthometric height was determined by GPS observations and a
 JY1874.high-resolution geoid model.
 JY1874
 JY1874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1874
 JY1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1874
 JY1874.The ellipsoidal height was determined by GPS observations
 JY1874.and is referenced to NAD 83.
 JY1874
 JY1874.The geoid height was determined by GEOID03.
 JY1874
 JY1874;                    North         East     Units Scale Factor Converg.
 JY1874;SPC OH S     -   220,006.629   487,925.569   MT  0.99998888   -0 49 57.0
 JY1874;UTM  17      - 4,428,705.341   259,860.873   MT  1.00030998   -1 48 26.7
 JY1874
 JY1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1874!SPC OH S     -   0.99996050  x   0.99998888  =   0.99994938
 JY1874!UTM  17      -   0.99996050  x   1.00030998  =   1.00027047
 JY1874
 JY1874:                Primary Azimuth Mark                     Grid Az
 JY1874:SPC OH S     -  CLARK 78                                 218 12 39.4
 JY1874:UTM  17      -  CLARK 78                                 219 11 09.1
 JY1874
 JY1874|---------------------------------------------------------------------|
 JY1874| PID    Reference Object                     Distance      Geod. Az  |
 JY1874|                                                           dddmmss.s |
 JY1874| JY1872 CLARK 78                            APPROX. 1.0 KM 2172242.4 |
 JY1874|---------------------------------------------------------------------|
 JY1874
 JY1874                          SUPERSEDED SURVEY CONTROL
 JY1874
 JY1874  ELLIP H (04/01/98)  251.85   (m)                       GP(       ) 4 1
 JY1874  NAD 83(1986)-  39 58 27.90991(N)    083 48 43.25249(W) AD(       ) 1
 JY1874
 JY1874.Superseded values are not recommended for survey control.
 JY1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1874.See file dsdata.txt to determine how the superseded data were derived.
 JY1874
 JY1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5986128705(NAD 83)
 JY1874_MARKER: DD = SURVEY DISK
 JY1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1874_SP_SET: CONCRETE POST
 JY1874_STAMPING: 79 1993
 JY1874_MARK LOGO: OH-023
 JY1874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1874+STABILITY: SURFACE MOTION
 JY1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1874+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1874
 JY1874  HISTORY     - Date     Condition        Report By
 JY1874  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1874
 JY1874                          STATION DESCRIPTION
 JY1874
 JY1874'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1874'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP
 JY1874'ABOUT 3.8 MILES NORTH OF THE CENTER OF SPRINGFIELD.
 JY1874'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1874'LIMESTONE STREET IN SPRINGFIELD, PROCEED WEST ALONG MAIN STREET 2.4
 JY1874'MILES TO ITS INTERSECTION WITH U.S. 68.  TURN RIGHT AND PROCEED NORTH
 JY1874'ALONG US 68 4.0 MILES TO ITS INTERSECTION WITH EAGLE CITY ROAD.  TURN
 JY1874'RIGHT AND PROCEED EAST ALONG EAGLE CITY ROAD 0.2 MILES TO THE STATION
 JY1874'ON THE LEFT NEAR A TELEPHONE BOX AND PAST RAIL ROAD TRACKS.
 JY1874'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1874'FLUSH WITH THE GROUND AND STAMPED 79 1993.
 JY1874'THE STATION IS 38.88 FEET SOUTHEAST FROM A POWER POLE NEXT TO A
 JY1874'TELEPHONE BOX, 74.5 FEET EAST FROM RAILROAD, AND 26.35 FEET NORTH
 JY1874'FROM A NAIL IN THE CENTERLINE OF EAGLE CITY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1875 ***********************************************************************
 JY1875  DESIGNATION -  CLARK 79 AZ MK
 JY1875  PID         -  JY1875
 JY1875  STATE/COUNTY-  OH/CLARK
 JY1875  USGS QUAD   -  SPRINGFIELD (1981)
 JY1875
 JY1875                         *CURRENT SURVEY CONTROL
 JY1875  ___________________________________________________________________
 JY1875* NAD 83(1995)-  39 58 25.62221(N)    083 48 17.00835(W)     ADJUSTED  
 JY1875* NAVD 88     -       297.3    (meters)     975.     (feet)  GPS OBS   
 JY1875  ___________________________________________________________________
 JY1875  X           -     528,231.876 (meters)                     COMP
 JY1875  Y           -  -4,866,194.279 (meters)                     COMP
 JY1875  Z           -   4,075,924.856 (meters)                     COMP
 JY1875  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 JY1875  ELLIP HEIGHT-         263.96  (meters)          (10/07/05) GPS OBS
 JY1875  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JY1875
 JY1875  HORZ ORDER  -  FIRST
 JY1875  ELLP ORDER  -  FOURTH    CLASS I
 JY1875
 JY1875.The horizontal coordinates were established by GPS observations
 JY1875.and adjusted by the National Geodetic Survey in April 1998..
 JY1875
 JY1875.The orthometric height was determined by GPS observations and a
 JY1875.high-resolution geoid model.
 JY1875
 JY1875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1875
 JY1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1875
 JY1875.The ellipsoidal height was determined by GPS observations
 JY1875.and is referenced to NAD 83.
 JY1875
 JY1875.The geoid height was determined by GEOID03.
 JY1875
 JY1875;                    North         East     Units Scale Factor Converg.
 JY1875;SPC OH S     -   219,927.267   488,547.074   MT  0.99998876   -0 49 40.3
 JY1875;UTM  17      - 4,428,615.387   260,481.136   MT  1.00030631   -1 48 09.8
 JY1875
 JY1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1875!SPC OH S     -   0.99995859  x   0.99998876  =   0.99994735
 JY1875!UTM  17      -   0.99995859  x   1.00030631  =   1.00026489
 JY1875
 JY1875:                Primary Azimuth Mark                     Grid Az
 JY1875:SPC OH S     -  CLARK 79                                 277 16 37.0
 JY1875:UTM  17      -  CLARK 79                                 278 15 06.5
 JY1875
 JY1875|---------------------------------------------------------------------|
 JY1875| PID    Reference Object                     Distance      Geod. Az  |
 JY1875|                                                           dddmmss.s |
 JY1875| JY1874 CLARK 79                            APPROX. 0.6 KM 2762656.7 |
 JY1875|---------------------------------------------------------------------|
 JY1875
 JY1875                          SUPERSEDED SURVEY CONTROL
 JY1875
 JY1875  ELLIP H (04/01/98)  264.03   (m)                       GP(       ) 4 1
 JY1875  NAD 83(1986)-  39 58 25.62899(N)    083 48 17.01521(W) AD(       ) 1
 JY1875
 JY1875.Superseded values are not recommended for survey control.
 JY1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1875.See file dsdata.txt to determine how the superseded data were derived.
 JY1875
 JY1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6048128615(NAD 83)
 JY1875_MARKER: DD = SURVEY DISK
 JY1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1875_SP_SET: CONCRETE POST
 JY1875_STAMPING: 79 AZ 1993
 JY1875_MARK LOGO: OH-023
 JY1875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1875+STABILITY: SURFACE MOTION
 JY1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1875+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1875
 JY1875  HISTORY     - Date     Condition        Report By
 JY1875  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1875
 JY1875                          STATION DESCRIPTION
 JY1875
 JY1875'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1875'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1875'TOWNSHIP ABOUT 3.8 MILES NORTH OF THE CENTER OF SPRINGFIELD.
 JY1875'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG EAGLE
 JY1875'CITY ROAD 0.4 MILES TO THE MARK ON THE RIGHT PAST RAILROAD TRACKS IN
 JY1875'FRONT OF LOUIS PIZZA AND SUBS.
 JY1875'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1875'CONCRETE FLUSH WITH THE GROUND AND STAMPED 79 AZ 1993.
 JY1875'THE AZIMUTH MARK IS 30.5 FEET SOUTH FROM A NAIL IN THE CENTERLINE OF
 JY1875'EAGLE CITY ROAD, 12.35 FEET SOUTHWEST FROM A RIGHT-OF-WAY MONUMENT,
 JY1875'39.6 FEET EAST FROM RAILROAD, AND APPROXIMATELY 250 FEET EAST FROM
 JY1875'STATE ROUTE 72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3698 ***********************************************************************
 JZ3698  DESIGNATION -  CLARK 8
 JZ3698  PID         -  JZ3698
 JZ3698  STATE/COUNTY-  OH/CLARK
 JZ3698  USGS QUAD   -  NEW CARLISLE (1984)
 JZ3698
 JZ3698                         *CURRENT SURVEY CONTROL
 JZ3698  ___________________________________________________________________
 JZ3698* NAD 83(1995)-  39 52 42.58001(N)    084 01 46.11009(W)     ADJUSTED  
 JZ3698* NAVD 88     -       259.3    (meters)     851.     (feet)  GPS OBS   
 JZ3698  ___________________________________________________________________
 JZ3698  X           -     509,842.880 (meters)                     COMP
 JZ3698  Y           -  -4,874,953.885 (meters)                     COMP
 JZ3698  Z           -   4,067,786.512 (meters)                     COMP
 JZ3698  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 JZ3698  ELLIP HEIGHT-         226.11  (meters)          (10/07/05) GPS OBS
 JZ3698  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JZ3698
 JZ3698  HORZ ORDER  -  FIRST
 JZ3698  ELLP ORDER  -  FOURTH    CLASS I
 JZ3698
 JZ3698.The horizontal coordinates were established by GPS observations
 JZ3698.and adjusted by the National Geodetic Survey in April 1998..
 JZ3698
 JZ3698.The orthometric height was determined by GPS observations and a
 JZ3698.high-resolution geoid model.
 JZ3698
 JZ3698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3698
 JZ3698.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3698
 JZ3698.The ellipsoidal height was determined by GPS observations
 JZ3698.and is referenced to NAD 83.
 JZ3698
 JZ3698.The geoid height was determined by GEOID03.
 JZ3698
 JZ3698;                    North         East     Units Scale Factor Converg.
 JZ3698;SPC OH S     -   209,649.986   469,170.812   MT  0.99997304   -0 58 13.7
 JZ3698;UTM  16      - 4,418,495.694   754,032.436   MT  1.00039453   +1 54 20.2
 JZ3698;UTM  17      - 4,418,665.119   240,925.457   MT  1.00042639   -1 56 36.5
 JZ3698
 JZ3698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3698!SPC OH S     -   0.99996453  x   0.99997304  =   0.99993757
 JZ3698!UTM  16      -   0.99996453  x   1.00039453  =   1.00035905
 JZ3698!UTM  17      -   0.99996453  x   1.00042639  =   1.00039090
 JZ3698
 JZ3698:                Primary Azimuth Mark                     Grid Az
 JZ3698:SPC OH S     -  CLARK 8 AZ MK                            275 09 36.0
 JZ3698:UTM  16      -  CLARK 8 AZ MK                            272 17 02.1
 JZ3698:UTM  17      -  CLARK 8 AZ MK                            276 07 58.8
 JZ3698
 JZ3698|---------------------------------------------------------------------|
 JZ3698| PID    Reference Object                     Distance      Geod. Az  |
 JZ3698|                                                           dddmmss.s |
 JZ3698| JZ3699 CLARK 8 AZ MK                       467.354 METERS 2741122.3 |
 JZ3698|---------------------------------------------------------------------|
 JZ3698
 JZ3698                          SUPERSEDED SURVEY CONTROL
 JZ3698
 JZ3698  ELLIP H (04/01/98)  226.18   (m)                       GP(       ) 4 1
 JZ3698  NAD 83(1986)-  39 52 42.58738(N)    084 01 46.11565(W) AD(       ) 1
 JZ3698
 JZ3698.Superseded values are not recommended for survey control.
 JZ3698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3698.See file dsdata.txt to determine how the superseded data were derived.
 JZ3698
 JZ3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5403218496(NAD 83)
 JZ3698_MARKER: DD = SURVEY DISK
 JZ3698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3698_SP_SET: CONCRETE POST
 JZ3698_STAMPING: 8 1993
 JZ3698_MARK LOGO: OH-023
 JZ3698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3698+STABILITY: SURFACE MOTION
 JZ3698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3698+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3698
 JZ3698  HISTORY     - Date     Condition        Report By
 JZ3698  HISTORY     - 1993     MONUMENTED       GEOMET
 JZ3698
 JZ3698                          STATION DESCRIPTION
 JZ3698
 JZ3698'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JZ3698'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN BETHEL TOWNSHIP ABOUT
 JZ3698'1.5 MILES NORTHEAST OF THE TOWN OF HUBER HEIGHTS.
 JZ3698'TO REACH THE STATION FROM THE INTERSECTION OF I-70 AND SOUTH
 JZ3698'DAYTON-LAKEVIEW ROAD (STATE ROUTE 235) IN HUBER HEIGHTS, PROCEED
 JZ3698'NORTH ALONG SOUTH DAYTON-LAKEVIEW ROAD (STATE ROUTE 235) 1.1 MILES TO
 JZ3698'ITS INTERSECTION WITH GERLAUGH ROAD.  TURN RIGHT AND PROCEED EAST
 JZ3698'ALONG GERLAUGH ROAD 1.0 MILES TO THE STATION ON THE RIGHT PAST
 JZ3698'CARLOTTA STREET AND ACROSS FROM SHEEHANS PRODUCE.
 JZ3698'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JZ3698'FLUSH WITH THE GROUND AND STAMPED 8 1993.
 JZ3698'THE STATION IS 19.40 FEET SOUTH FROM A PK NAIL IN THE CENTERLINE OF
 JZ3698'GERLAUGH ROAD, 65.40 FEET EAST FROM A POWER POLE, AND 69.80 FEET
 JZ3698'SOUTHWEST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3699 ***********************************************************************
 JZ3699  DESIGNATION -  CLARK 8 AZ MK
 JZ3699  PID         -  JZ3699
 JZ3699  STATE/COUNTY-  OH/CLARK
 JZ3699  USGS QUAD   -  NEW CARLISLE (1984)
 JZ3699
 JZ3699                         *CURRENT SURVEY CONTROL
 JZ3699  ___________________________________________________________________
 JZ3699* NAD 83(1995)-  39 52 43.68657(N)    084 02 05.72533(W)     ADJUSTED  
 JZ3699* NAVD 88     -       258.6    (meters)     848.     (feet)  GPS OBS   
 JZ3699  ___________________________________________________________________
 JZ3699  X           -     509,376.955 (meters)                     COMP
 JZ3699  Y           -  -4,874,980.071 (meters)                     COMP
 JZ3699  Z           -   4,067,812.274 (meters)                     COMP
 JZ3699  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JZ3699  ELLIP HEIGHT-         225.44  (meters)          (10/07/05) GPS OBS
 JZ3699  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JZ3699
 JZ3699  HORZ ORDER  -  FIRST
 JZ3699  ELLP ORDER  -  FOURTH    CLASS I
 JZ3699
 JZ3699.The horizontal coordinates were established by GPS observations
 JZ3699.and adjusted by the National Geodetic Survey in April 1998..
 JZ3699
 JZ3699.The orthometric height was determined by GPS observations and a
 JZ3699.high-resolution geoid model.
 JZ3699
 JZ3699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3699
 JZ3699.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3699
 JZ3699.The ellipsoidal height was determined by GPS observations
 JZ3699.and is referenced to NAD 83.
 JZ3699
 JZ3699.The geoid height was determined by GEOID03.
 JZ3699
 JZ3699;                    North         East     Units Scale Factor Converg.
 JZ3699;SPC OH S     -   209,692.017   468,705.365   MT  0.99997308   -0 58 26.2
 JZ3699;UTM  16      - 4,418,514.326   753,565.270   MT  1.00039161   +1 54 07.6
 JZ3699;UTM  17      - 4,418,715.071   240,460.579   MT  1.00042936   -1 56 49.1
 JZ3699
 JZ3699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3699!SPC OH S     -   0.99996463  x   0.99997308  =   0.99993772
 JZ3699!UTM  16      -   0.99996463  x   1.00039161  =   1.00035623
 JZ3699!UTM  17      -   0.99996463  x   1.00042936  =   1.00039398
 JZ3699
 JZ3699:                Primary Azimuth Mark                     Grid Az
 JZ3699:SPC OH S     -  CLARK 8                                  095 09 36.0
 JZ3699:UTM  16      -  CLARK 8                                  092 17 02.2
 JZ3699:UTM  17      -  CLARK 8                                  096 07 58.9
 JZ3699
 JZ3699|---------------------------------------------------------------------|
 JZ3699| PID    Reference Object                     Distance      Geod. Az  |
 JZ3699|                                                           dddmmss.s |
 JZ3699| JZ3698 CLARK 8                             467.354 METERS 0941109.8 |
 JZ3699|---------------------------------------------------------------------|
 JZ3699
 JZ3699                          SUPERSEDED SURVEY CONTROL
 JZ3699
 JZ3699  ELLIP H (04/01/98)  225.51   (m)                       GP(       ) 4 1
 JZ3699  NAD 83(1986)-  39 52 43.69394(N)    084 02 05.73089(W) AD(       ) 1
 JZ3699
 JZ3699.Superseded values are not recommended for survey control.
 JZ3699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3699.See file dsdata.txt to determine how the superseded data were derived.
 JZ3699
 JZ3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5356518514(NAD 83)
 JZ3699_MARKER: DD = SURVEY DISK
 JZ3699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3699_SP_SET: CONCRETE POST
 JZ3699_STAMPING: 8 AZ 1993
 JZ3699_MARK LOGO: OH-023
 JZ3699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3699+STABILITY: SURFACE MOTION
 JZ3699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3699+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3699
 JZ3699  HISTORY     - Date     Condition        Report By
 JZ3699  HISTORY     - 1993     MONUMENTED       GEOMET
 JZ3699
 JZ3699                          STATION DESCRIPTION
 JZ3699
 JZ3699'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JZ3699'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN BETHEL TOWNSHIP
 JZ3699'ABOUT 1.5 MILES NORTHEAST OF THE TOWN OF HUBER HEIGHTS
 JZ3699'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG GERLAUGH
 JZ3699'ROAD 0.25 MILES TO ITS INTERSECTION WITH OSBORN ROAD AND THE MARK ON
 JZ3699'THE LEFT IN THE SOUTHEAST CORNER OF THE INTERSECTION.
 JZ3699'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JZ3699'CONCRETE FLUSH WITH THE GROUND AND STAMPED 8 AZ 1993
 JZ3699'THE AZIMUTH MARK IS 11.95 FEET SOUTH FROM THE EDGE OF THE PAVEMENT OF
 JZ3699'GERLAUGH ROAD, 32.60 FEET SOUTHEAST FROM A POWER POLE, 63.5 FEET EAST
 JZ3699'FROM THE CENTERLINE OF OSBORN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1876 ***********************************************************************
 JY1876  DESIGNATION -  CLARK 80
 JY1876  PID         -  JY1876
 JY1876  STATE/COUNTY-  OH/CLARK
 JY1876  USGS QUAD   -  SPRINGFIELD (1981)
 JY1876
 JY1876                         *CURRENT SURVEY CONTROL
 JY1876  ___________________________________________________________________
 JY1876* NAD 83(1995)-  39 59 46.14506(N)    083 46 55.30224(W)     ADJUSTED  
 JY1876* NAVD 88     -       333.0    (meters)    1093.     (feet)  GPS OBS   
 JY1876  ___________________________________________________________________
 JY1876  X           -     529,989.548 (meters)                     COMP
 JY1876  Y           -  -4,864,425.295 (meters)                     COMP
 JY1876  Z           -   4,077,850.839 (meters)                     COMP
 JY1876  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 JY1876  ELLIP HEIGHT-         299.70  (meters)          (10/07/05) GPS OBS
 JY1876  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JY1876
 JY1876  HORZ ORDER  -  FIRST
 JY1876  ELLP ORDER  -  FOURTH    CLASS I
 JY1876
 JY1876.The horizontal coordinates were established by GPS observations
 JY1876.and adjusted by the National Geodetic Survey in April 1998..
 JY1876
 JY1876.The orthometric height was determined by GPS observations and a
 JY1876.high-resolution geoid model.
 JY1876
 JY1876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1876
 JY1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1876
 JY1876.The ellipsoidal height was determined by GPS observations
 JY1876.and is referenced to NAD 83.
 JY1876
 JY1876.The geoid height was determined by GEOID03.
 JY1876
 JY1876;                    North         East     Units Scale Factor Converg.
 JY1876;SPC OH S     -   222,382.780   490,520.965   MT  0.99999286   -0 48 48.5
 JY1876;UTM  17      - 4,431,037.701   262,497.155   MT  1.00029447   -1 47 20.2
 JY1876
 JY1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1876!SPC OH S     -   0.99995299  x   0.99999286  =   0.99994585
 JY1876!UTM  17      -   0.99995299  x   1.00029447  =   1.00024744
 JY1876
 JY1876                          SUPERSEDED SURVEY CONTROL
 JY1876
 JY1876  ELLIP H (04/01/98)  299.76   (m)                       GP(       ) 4 1
 JY1876  NAD 83(1986)-  39 59 46.15179(N)    083 46 55.30915(W) AD(       ) 1
 JY1876
 JY1876.Superseded values are not recommended for survey control.
 JY1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1876.See file dsdata.txt to determine how the superseded data were derived.
 JY1876
 JY1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6249731038(NAD 83)
 JY1876_MARKER: DD = SURVEY DISK
 JY1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1876_SP_SET: CONCRETE POST
 JY1876_STAMPING: 89 1993
 JY1876_MARK LOGO: OH-023
 JY1876_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1876+STABILITY: SURFACE MOTION
 JY1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1876+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1876
 JY1876  HISTORY     - Date     Condition        Report By
 JY1876  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1876
 JY1876                          STATION DESCRIPTION
 JY1876
 JY1876'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1876'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP
 JY1876'ABOUT 5.0 MILES NORTH OF THE CENTER OF SPRINGFIELD.
 JY1876'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1876'LIMESTONE STREET IN SPRINGFIELD, PROCEED NORTH ALONG LIMESTONE STREET
 JY1876'5.0 MILES TO ITS INTERSECTION WITH MOOREFIELD ROAD.  TURN RIGHT AND
 JY1876'PROCEED EAST ALONG MOOREFIELD ROAD 1.0 MILES TO THE INTERSECTION OF
 JY1876'MOOREFIELD ROAD AND DERR ROAD AND THE STATION ON THE LEFT.
 JY1876'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1876'FLUSH WITH THE GROUND AND STAMPED 80 1993.
 JY1876'THE STATION IS 32.65 FEET WEST FROM A PK NAIL IN A POLE, 32.35 NORTH
 JY1876'FROM A PK NAIL IN THE CENTERLINE IN MOOREFIELD ROAD, AND 67.5
 JY1876'NORTHWEST FROM 1/4 CORNER WITH TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1877 ***********************************************************************
 JY1877  DESIGNATION -  CLARK 81
 JY1877  PID         -  JY1877
 JY1877  STATE/COUNTY-  OH/CLARK
 JY1877  USGS QUAD   -  SPRINGFIELD (1981)
 JY1877
 JY1877                         *CURRENT SURVEY CONTROL
 JY1877  ___________________________________________________________________
 JY1877* NAD 83(1995)-  39 59 39.43518(N)    083 45 11.22622(W)     ADJUSTED  
 JY1877* NAVD 88     -       340.3    (meters)    1116.     (feet)  GPS OBS   
 JY1877  ___________________________________________________________________
 JY1877  X           -     532,459.034 (meters)                     COMP
 JY1877  Y           -  -4,864,295.083 (meters)                     COMP
 JY1877  Z           -   4,077,697.010 (meters)                     COMP
 JY1877  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 JY1877  ELLIP HEIGHT-         307.05  (meters)          (10/07/05) GPS OBS
 JY1877  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JY1877
 JY1877  HORZ ORDER  -  FIRST
 JY1877  ELLP ORDER  -  FOURTH    CLASS I
 JY1877
 JY1877.The horizontal coordinates were established by GPS observations
 JY1877.and adjusted by the National Geodetic Survey in April 1998..
 JY1877
 JY1877.The orthometric height was determined by GPS observations and a
 JY1877.high-resolution geoid model.
 JY1877
 JY1877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1877
 JY1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1877
 JY1877.The ellipsoidal height was determined by GPS observations
 JY1877.and is referenced to NAD 83.
 JY1877
 JY1877.The geoid height was determined by GEOID03.
 JY1877
 JY1877;                    North         East     Units Scale Factor Converg.
 JY1877;SPC OH S     -   222,141.193   492,986.707   MT  0.99999251   -0 47 42.5
 JY1877;UTM  17      - 4,430,754.095   264,959.153   MT  1.00028014   -1 46 13.0
 JY1877
 JY1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1877!SPC OH S     -   0.99995183  x   0.99999251  =   0.99994434
 JY1877!UTM  17      -   0.99995183  x   1.00028014  =   1.00023196
 JY1877
 JY1877                          SUPERSEDED SURVEY CONTROL
 JY1877
 JY1877  ELLIP H (04/01/98)  307.11   (m)                       GP(       ) 4 1
 JY1877  NAD 83(1986)-  39 59 39.44166(N)    083 45 11.23336(W) AD(       ) 1
 JY1877
 JY1877.Superseded values are not recommended for survey control.
 JY1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1877.See file dsdata.txt to determine how the superseded data were derived.
 JY1877
 JY1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6495930754(NAD 83)
 JY1877_MARKER: DD = SURVEY DISK
 JY1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1877_SP_SET: CONCRETE POST
 JY1877_STAMPING: 81 1993
 JY1877_MARK LOGO: OH-023
 JY1877_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1877+STABILITY: SURFACE MOTION
 JY1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1877+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1877
 JY1877  HISTORY     - Date     Condition        Report By
 JY1877  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1877
 JY1877                          STATION DESCRIPTION
 JY1877
 JY1877'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1877'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD ABOUT 5.4
 JY1877'MILES NORTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1877'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1877'LIMESTONE STREET IN SPRINGFIELD, PROCEED NORTH ALONG LIMESTONE STREET
 JY1877'5.0 MILES TO ITS INTERSECTION WITH MOOOREFIELD ROAD.  TURN RIGHT AND
 JY1877'PROCEED EAST ALONG MOOREFIELD ROAD 2.5 MILES TO THE STATION ON THE
 JY1877'RIGHT BETWEEN DRIVEWAYS TO HOUSE NUMBER 2497.
 JY1877'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1877'FLUSH WITH THE GROUND AND STAMPED 81 1993.
 JY1877'THE STATION IS 18.75 FEET SOUTH FROM A PK NAIL IN THE CENTERLINE OF
 JY1877'MOOREFIELD ROAD, 49.95 FEET WEST FROM A NAIL IN THE CENTERLINE OF
 JY1877'BOSART ROAD, AND 30.85 FEET NORTHWEST FROM A PK NAIL IN A POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1878 ***********************************************************************
 JY1878  DESIGNATION -  CLARK 82
 JY1878  PID         -  JY1878
 JY1878  STATE/COUNTY-  OH/CLARK
 JY1878  USGS QUAD   -  SPRINGFIELD (1981)
 JY1878
 JY1878                         *CURRENT SURVEY CONTROL
 JY1878  ___________________________________________________________________
 JY1878* NAD 83(1995)-  39 57 37.67095(N)    083 45 38.74570(W)     ADJUSTED  
 JY1878* NAVD 88     -       326.6    (meters)    1072.     (feet)  GPS OBS   
 JY1878  ___________________________________________________________________
 JY1878  X           -     532,071.144 (meters)                     COMP
 JY1878  Y           -  -4,866,754.314 (meters)                     COMP
 JY1878  Z           -   4,074,810.166 (meters)                     COMP
 JY1878  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 JY1878  ELLIP HEIGHT-         293.30  (meters)          (10/07/05) GPS OBS
 JY1878  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JY1878
 JY1878  HORZ ORDER  -  FIRST
 JY1878  ELLP ORDER  -  FOURTH    CLASS I
 JY1878
 JY1878.The horizontal coordinates were established by GPS observations
 JY1878.and adjusted by the National Geodetic Survey in April 1998..
 JY1878
 JY1878.The orthometric height was determined by GPS observations and a
 JY1878.high-resolution geoid model.
 JY1878
 JY1878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1878
 JY1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1878
 JY1878.The ellipsoidal height was determined by GPS observations
 JY1878.and is referenced to NAD 83.
 JY1878
 JY1878.The geoid height was determined by GEOID03.
 JY1878
 JY1878;                    North         East     Units Scale Factor Converg.
 JY1878;SPC OH S     -   218,395.132   492,281.511   MT  0.99998640   -0 47 59.9
 JY1878;UTM  17      - 4,427,019.476   264,190.119   MT  1.00028461   -1 46 26.2
 JY1878
 JY1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1878!SPC OH S     -   0.99995399  x   0.99998640  =   0.99994039
 JY1878!UTM  17      -   0.99995399  x   1.00028461  =   1.00023859
 JY1878
 JY1878:                Primary Azimuth Mark                     Grid Az
 JY1878:SPC OH S     -  CLARK 82 AZ MK                           020 43 23.3
 JY1878:UTM  17      -  CLARK 82 AZ MK                           021 41 49.6
 JY1878
 JY1878|---------------------------------------------------------------------|
 JY1878| PID    Reference Object                     Distance      Geod. Az  |
 JY1878|                                                           dddmmss.s |
 JY1878| JY1879 CLARK 82 AZ MK                      439.947 METERS 0195523.4 |
 JY1878| JY1825 CLARK 37                            APPROX. 1.1 KM 1723859.1 |
 JY1878|---------------------------------------------------------------------|
 JY1878
 JY1878                          SUPERSEDED SURVEY CONTROL
 JY1878
 JY1878  ELLIP H (04/01/98)  293.37   (m)                       GP(       ) 4 1
 JY1878  NAD 83(1986)-  39 57 37.67768(N)    083 45 38.75270(W) AD(       ) 1
 JY1878
 JY1878.Superseded values are not recommended for survey control.
 JY1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1878.See file dsdata.txt to determine how the superseded data were derived.
 JY1878
 JY1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6419027019(NAD 83)
 JY1878_MARKER: DD = SURVEY DISK
 JY1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1878_SP_SET: CONCRETE POST
 JY1878_STAMPING: 82 1993
 JY1878_MARK LOGO: OH-023
 JY1878_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1878+STABILITY: SURFACE MOTION
 JY1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1878+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1878
 JY1878  HISTORY     - Date     Condition        Report By
 JY1878  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1878
 JY1878                          STATION DESCRIPTION
 JY1878
 JY1878'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1878'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP
 JY1878'ABOUT 3.0 MILES NORTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1878'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1878'LIMESTONE STREET IN SPRINGFIELD, PROCEED NORTH ALONG LIMESTONE STREET
 JY1878'0.3 MILES TO ITS INTERSECTION WITH MCCREIGHT AVENUE. TURN RIGHT AND
 JY1878'PROCEED EAST ALONG MCCREIGHT AVENUE AND THEN NORTHEAST ON
 JY1878'MECHANICSBURG ROAD 3.1 MILES TO THE STATION ON THE RIGHT 0.15 MILES
 JY1878'NORTH OF PROSSER ROAD AND ACROSS THE STREET FROM AN ABANDONED HOUSE.
 JY1878'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1878'FLUSH WITH THE GROUND AND STAMPED 82 1993.
 JY1878'THE STATION IS 48.8 FEET EAST FROM A 24 INCH OAK TREE, 68.88 FEET
 JY1878'NORTHEAST FROM POWER POLE NUMBER 26, 9.4 FEET NORTHWEST FROM A
 JY1878'TELEPHONE BOX, 23.0 FEET EAST FROM THE CENTERLINE IN MECHANICSBURG
 JY1878'ROAD, AND APPROXIMATELY 0.15 MILES NORTH FROM PROSSER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1879 ***********************************************************************
 JY1879  DESIGNATION -  CLARK 82 AZ MK
 JY1879  PID         -  JY1879
 JY1879  STATE/COUNTY-  OH/CLARK
 JY1879  USGS QUAD   -  SPRINGFIELD (1981)
 JY1879
 JY1879                         *CURRENT SURVEY CONTROL
 JY1879  ___________________________________________________________________
 JY1879* NAD 83(1995)-  39 57 51.08140(N)    083 45 32.42889(W)     ADJUSTED  
 JY1879* NAVD 88     -       326.5    (meters)    1071.     (feet)  GPS OBS   
 JY1879  ___________________________________________________________________
 JY1879  X           -     532,191.301 (meters)                     COMP
 JY1879  Y           -  -4,866,473.883 (meters)                     COMP
 JY1879  Z           -   4,075,127.171 (meters)                     COMP
 JY1879  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 JY1879  ELLIP HEIGHT-         293.25  (meters)          (10/07/05) GPS OBS
 JY1879  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JY1879
 JY1879  HORZ ORDER  -  FIRST
 JY1879  ELLP ORDER  -  FOURTH    CLASS I
 JY1879
 JY1879.The horizontal coordinates were established by GPS observations
 JY1879.and adjusted by the National Geodetic Survey in April 1998..
 JY1879
 JY1879.The orthometric height was determined by GPS observations and a
 JY1879.high-resolution geoid model.
 JY1879
 JY1879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1879
 JY1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1879
 JY1879.The ellipsoidal height was determined by GPS observations
 JY1879.and is referenced to NAD 83.
 JY1879
 JY1879.The geoid height was determined by GEOID03.
 JY1879
 JY1879;                    North         East     Units Scale Factor Converg.
 JY1879;SPC OH S     -   218,806.610   492,437.185   MT  0.99998705   -0 47 55.9
 JY1879;UTM  17      - 4,427,428.370   264,352.815   MT  1.00028366   -1 46 22.6
 JY1879
 JY1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1879!SPC OH S     -   0.99995400  x   0.99998705  =   0.99994105
 JY1879!UTM  17      -   0.99995400  x   1.00028366  =   1.00023764
 JY1879
 JY1879:                Primary Azimuth Mark                     Grid Az
 JY1879:SPC OH S     -  CLARK 82                                 200 43 23.3
 JY1879:UTM  17      -  CLARK 82                                 201 41 50.0
 JY1879
 JY1879|---------------------------------------------------------------------|
 JY1879| PID    Reference Object                     Distance      Geod. Az  |
 JY1879|                                                           dddmmss.s |
 JY1879| JY1878 CLARK 82                            439.947 METERS 1995527.4 |
 JY1879|---------------------------------------------------------------------|
 JY1879
 JY1879                          SUPERSEDED SURVEY CONTROL
 JY1879
 JY1879  ELLIP H (04/01/98)  293.32   (m)                       GP(       ) 4 1
 JY1879  NAD 83(1986)-  39 57 51.08813(N)    083 45 32.43589(W) AD(       ) 1
 JY1879
 JY1879.Superseded values are not recommended for survey control.
 JY1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1879.See file dsdata.txt to determine how the superseded data were derived.
 JY1879
 JY1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6435327428(NAD 83)
 JY1879_MARKER: DD = SURVEY DISK
 JY1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1879_SP_SET: CONCRETE POST
 JY1879_STAMPING: 82 AZ 1993
 JY1879_MARK LOGO: OH-023
 JY1879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1879+STABILITY: SURFACE MOTION
 JY1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1879+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1879
 JY1879  HISTORY     - Date     Condition        Report By
 JY1879  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1879
 JY1879                          STATION DESCRIPTION
 JY1879
 JY1879'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1879'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD
 JY1879'TOWNSHIP ABOUT 3.0 MILES NORTHEAST OF THE CITY OF SPRINGFIELD.
 JY1879'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED NORTH ALONG
 JY1879'MECHANICSBURG ROAD (STATE ROUTE 4) 0.25 MILES TO THE MARK ON THE
 JY1879'RIGHT ACROSS THE STREET FROM HOUSE NUMBERS 2955 AND 2939.
 JY1879'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1879'CONCRETE FLUSH WITH THE GROUND AND STAMPED 82 AZ 1993.
 JY1879'THE AZIMUTH MARK IS 55.3 FEET EAST FROM A POWER POLE, 19.16 FEET EAST
 JY1879'FROM THE CENTERLINE OF MECHANICSBURG ROAD, AND 70.55 FEET NORTHEAST
 JY1879'FROM THE NORTHEAST CORNER OF A 2 STORY HOUSE, NUMBER 2939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1880 ***********************************************************************
 JY1880  DESIGNATION -  CLARK 83
 JY1880  PID         -  JY1880
 JY1880  STATE/COUNTY-  OH/CLARK
 JY1880  USGS QUAD   -  SPRINGFIELD (1981)
 JY1880
 JY1880                         *CURRENT SURVEY CONTROL
 JY1880  ___________________________________________________________________
 JY1880* NAD 83(1995)-  39 57 08.35040(N)    083 47 03.70008(W)     ADJUSTED  
 JY1880* NAVD 88     -       316.3    (meters)    1038.     (feet)  GPS OBS   
 JY1880  ___________________________________________________________________
 JY1880  X           -     530,128.655 (meters)                     COMP
 JY1880  Y           -  -4,867,542.585 (meters)                     COMP
 JY1880  Z           -   4,074,110.337 (meters)                     COMP
 JY1880  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 JY1880  ELLIP HEIGHT-         283.02  (meters)          (10/07/05) GPS OBS
 JY1880  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JY1880
 JY1880  HORZ ORDER  -  FIRST
 JY1880  ELLP ORDER  -  FOURTH    CLASS I
 JY1880
 JY1880.The horizontal coordinates were established by GPS observations
 JY1880.and adjusted by the National Geodetic Survey in April 1998..
 JY1880
 JY1880.The orthometric height was determined by GPS observations and a
 JY1880.high-resolution geoid model.
 JY1880
 JY1880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1880
 JY1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1880
 JY1880.The ellipsoidal height was determined by GPS observations
 JY1880.and is referenced to NAD 83.
 JY1880
 JY1880.The geoid height was determined by GEOID03.
 JY1880
 JY1880;                    North         East     Units Scale Factor Converg.
 JY1880;SPC OH S     -   217,519.326   490,252.553   MT  0.99998498   -0 48 53.8
 JY1880;UTM  17      - 4,426,178.026   262,145.945   MT  1.00029653   -1 47 19.7
 JY1880
 JY1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1880!SPC OH S     -   0.99995560  x   0.99998498  =   0.99994058
 JY1880!UTM  17      -   0.99995560  x   1.00029653  =   1.00025212
 JY1880
 JY1880:                Primary Azimuth Mark                     Grid Az
 JY1880:SPC OH S     -  CLARK 83 AZ MK                           098 05 21.1
 JY1880:UTM  17      -  CLARK 83 AZ MK                           099 03 47.0
 JY1880
 JY1880|---------------------------------------------------------------------|
 JY1880| PID    Reference Object                     Distance      Geod. Az  |
 JY1880|                                                           dddmmss.s |
 JY1880| JY1881 CLARK 83 AZ MK                      APPROX. 0.8 KM 0971627.3 |
 JY1880|---------------------------------------------------------------------|
 JY1880
 JY1880                          SUPERSEDED SURVEY CONTROL
 JY1880
 JY1880  ELLIP H (04/01/98)  283.08   (m)                       GP(       ) 4 1
 JY1880  NAD 83(1986)-  39 57 08.35717(N)    083 47 03.70702(W) AD(       ) 1
 JY1880
 JY1880.Superseded values are not recommended for survey control.
 JY1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1880.See file dsdata.txt to determine how the superseded data were derived.
 JY1880
 JY1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6214626178(NAD 83)
 JY1880_MARKER: DD = SURVEY DISK
 JY1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1880_SP_SET: CONCRETE POST
 JY1880_STAMPING: 83 1993
 JY1880_MARK LOGO: OH-023
 JY1880_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1880+STABILITY: SURFACE MOTION
 JY1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1880+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1880
 JY1880  HISTORY     - Date     Condition        Report By
 JY1880  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1880
 JY1880                          STATION DESCRIPTION
 JY1880
 JY1880'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1880'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP
 JY1880'ABOUT 2.0 MILES NORTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1880'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1880'LIMESTONE STREET IN SPRINGFIELD, PROCEED NORTH ALONG LIMESTONE STREET
 JY1880'2.0 MILES TO ITS INTERSECTION WITH HOME ROAD.  TURN RIGHT AND PROCEED
 JY1880'EAST ALONG HOME ROAD 1.0 MILES TO THE STATION ON THE LEFT AT THE
 JY1880'INTERSECTION OF MIRACLE MILE.
 JY1880'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1880'FLUSH WITH THE GROUND AND STAMPED 83 1993.
 JY1880'THE STATION IS 14.3 FEET NORTHEAST FROM THE EDGE OF THE PAVEMENT OF
 JY1880'HOME ROAD, 39.8 FEET NORTH FROM THE CENTERLINE OF HOME ROAD, AND
 JY1880'28.75 FEET NORTHWEST FROM A TACK IN A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1881 ***********************************************************************
 JY1881  DESIGNATION -  CLARK 83 AZ MK
 JY1881  PID         -  JY1881
 JY1881  STATE/COUNTY-  OH/CLARK
 JY1881  USGS QUAD   -  SPRINGFIELD (1981)
 JY1881
 JY1881                         *CURRENT SURVEY CONTROL
 JY1881  ___________________________________________________________________
 JY1881* NAD 83(1995)-  39 57 05.09556(N)    083 46 30.58187(W)     ADJUSTED  
 JY1881* NAVD 88     -       307.4    (meters)    1009.     (feet)  GPS OBS   
 JY1881  ___________________________________________________________________
 JY1881  X           -     530,916.439 (meters)                     COMP
 JY1881  Y           -  -4,867,514.708 (meters)                     COMP
 JY1881  Z           -   4,074,027.663 (meters)                     COMP
 JY1881  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 JY1881  ELLIP HEIGHT-         274.12  (meters)          (10/07/05) GPS OBS
 JY1881  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JY1881
 JY1881  HORZ ORDER  -  FIRST
 JY1881  ELLP ORDER  -  FOURTH    CLASS I
 JY1881
 JY1881.The horizontal coordinates were established by GPS observations
 JY1881.and adjusted by the National Geodetic Survey in April 1998..
 JY1881
 JY1881.The orthometric height was determined by GPS observations and a
 JY1881.high-resolution geoid model.
 JY1881
 JY1881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1881
 JY1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1881
 JY1881.The ellipsoidal height was determined by GPS observations
 JY1881.and is referenced to NAD 83.
 JY1881
 JY1881.The geoid height was determined by GEOID03.
 JY1881
 JY1881;                    North         East     Units Scale Factor Converg.
 JY1881;SPC OH S     -   217,407.808   491,037.172   MT  0.99998482   -0 48 32.8
 JY1881;UTM  17      - 4,426,053.152   262,928.798   MT  1.00029195   -1 46 58.3
 JY1881
 JY1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1881!SPC OH S     -   0.99995700  x   0.99998482  =   0.99994182
 JY1881!UTM  17      -   0.99995700  x   1.00029195  =   1.00024894
 JY1881
 JY1881:                Primary Azimuth Mark                     Grid Az
 JY1881:SPC OH S     -  CLARK 83                                 278 05 21.4
 JY1881:UTM  17      -  CLARK 83                                 279 03 46.9
 JY1881
 JY1881|---------------------------------------------------------------------|
 JY1881| PID    Reference Object                     Distance      Geod. Az  |
 JY1881|                                                           dddmmss.s |
 JY1881| JY1880 CLARK 83                            APPROX. 0.8 KM 2771648.6 |
 JY1881|---------------------------------------------------------------------|
 JY1881
 JY1881                          SUPERSEDED SURVEY CONTROL
 JY1881
 JY1881  ELLIP H (04/01/98)  274.19   (m)                       GP(       ) 4 1
 JY1881  NAD 83(1986)-  39 57 05.10233(N)    083 46 30.58880(W) AD(       ) 1
 JY1881
 JY1881.Superseded values are not recommended for survey control.
 JY1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1881.See file dsdata.txt to determine how the superseded data were derived.
 JY1881
 JY1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6292926053(NAD 83)
 JY1881_MARKER: DD = SURVEY DISK
 JY1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1881_SP_SET: CONCRETE POST
 JY1881_STAMPING: 83 AZ 1993
 JY1881_MARK LOGO: OH-023
 JY1881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1881+STABILITY: SURFACE MOTION
 JY1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1881+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1881
 JY1881  HISTORY     - Date     Condition        Report By
 JY1881  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1881
 JY1881                          STATION DESCRIPTION
 JY1881
 JY1881'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1881'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1881'TOWNSHIP ABOUT 2.0 MILES NORTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1881'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG HOME
 JY1881'ROAD 0.4 MILES TO A SPLISH SPLASH AUTOBATH SIGN AND AT THE
 JY1881'INTERSECTION OF NORTH BELMONT AVENUE AND THE MARK ON THE RIGHT.
 JY1881'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1881'CONCRETE FLUSH WITH THE GROUND AND STAMPED 83 AZ 1993.
 JY1881'THE AZIMUTH MARK IS 32.7 FEET SOUTH FROM THE CENTERLINE OF HOME ROAD,
 JY1881'56.5 FEET WEST FROM THE CENTERLINE OF A DRIVEWAY, 77.2 FEET NORTHWEST
 JY1881'FROM THE NORTHWEST CORNER OF SPLISH SPLASH AUTO BATH SIGN POST, 47.0
 JY1881'FEET SOUTHWEST FROM A POWER POLE, AND APPROXIMATELY 250 FEET EAST
 JY1881'FROM THE CENTERLINE OF BELMONT AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1882 ***********************************************************************
 JY1882  DESIGNATION -  CLARK 84
 JY1882  PID         -  JY1882
 JY1882  STATE/COUNTY-  OH/CLARK
 JY1882  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1882
 JY1882                         *CURRENT SURVEY CONTROL
 JY1882  ___________________________________________________________________
 JY1882* NAD 83(1995)-  39 56 18.25357(N)    083 43 34.73529(W)     ADJUSTED  
 JY1882* NAVD 88     -       321.7    (meters)    1055.     (feet)  GPS OBS   
 JY1882  ___________________________________________________________________
 JY1882  X           -     535,168.513 (meters)                     COMP
 JY1882  Y           -  -4,867,993.338 (meters)                     COMP
 JY1882  Z           -   4,072,929.213 (meters)                     COMP
 JY1882  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 JY1882  ELLIP HEIGHT-         288.48  (meters)          (10/07/05) GPS OBS
 JY1882  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JY1882
 JY1882  HORZ ORDER  -  FIRST
 JY1882  ELLP ORDER  -  FOURTH    CLASS I
 JY1882
 JY1882.The horizontal coordinates were established by GPS observations
 JY1882.and adjusted by the National Geodetic Survey in April 1998..
 JY1882
 JY1882.The orthometric height was determined by GPS observations and a
 JY1882.high-resolution geoid model.
 JY1882
 JY1882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1882
 JY1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1882
 JY1882.The ellipsoidal height was determined by GPS observations
 JY1882.and is referenced to NAD 83.
 JY1882
 JY1882.The geoid height was determined by GEOID03.
 JY1882
 JY1882;                    North         East     Units Scale Factor Converg.
 JY1882;SPC OH S     -   215,905.419   495,191.215   MT  0.99998260   -0 46 41.2
 JY1882;UTM  17      - 4,424,479.951   267,057.944   MT  1.00026806   -1 45 03.5
 JY1882
 JY1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1882!SPC OH S     -   0.99995475  x   0.99998260  =   0.99993735
 JY1882!UTM  17      -   0.99995475  x   1.00026806  =   1.00022279
 JY1882
 JY1882:                Primary Azimuth Mark                     Grid Az
 JY1882:SPC OH S     -  CLARK 38                                 168 02 35.8
 JY1882:UTM  17      -  CLARK 38                                 169 00 58.1
 JY1882
 JY1882|---------------------------------------------------------------------|
 JY1882| PID    Reference Object                     Distance      Geod. Az  |
 JY1882|                                                           dddmmss.s |
 JY1882| JY1826 CLARK 38                            APPROX. 1.7 KM 1671554.6 |
 JY1882|---------------------------------------------------------------------|
 JY1882
 JY1882                          SUPERSEDED SURVEY CONTROL
 JY1882
 JY1882  ELLIP H (04/01/98)  288.54   (m)                       GP(       ) 4 1
 JY1882  NAD 83(1986)-  39 56 18.26040(N)    083 43 34.74237(W) AD(       ) 1
 JY1882
 JY1882.Superseded values are not recommended for survey control.
 JY1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1882.See file dsdata.txt to determine how the superseded data were derived.
 JY1882
 JY1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6705824480(NAD 83)
 JY1882_MARKER: DD = SURVEY DISK
 JY1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1882_SP_SET: CONCRETE POST
 JY1882_STAMPING: 84 1993
 JY1882_MARK LOGO: OH-023
 JY1882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1882+STABILITY: SURFACE MOTION
 JY1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1882+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1882
 JY1882  HISTORY     - Date     Condition        Report By
 JY1882  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1882
 JY1882                          STATION DESCRIPTION
 JY1882
 JY1882'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1882'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1882'ABOUT 4.0 MILES NORTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1882'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1882'LIMESTONE STREET IN SPRINGFIELD, PROCEED EAST ALONG MAIN STREET 3.5
 JY1882'MILES TO ITS INTERSECTION WITH NORTH BIRD ROAD.  TURN LEFT  AND
 JY1882'PROCEED NORTH ALONG NORTH BIRD ROAD 1.0 MILES TO ITS INTERSECTION
 JY1882'WITH OLD COLUMBUS ROAD.  TURN RIGHT AND PROCEED EAST ALONG OLD
 JY1882'COLUMBUS ROAD 0.2 MILES TO THE STATION ON THE LEFT ACROSS FROM HOUSE
 JY1882'NUMBER 4255.
 JY1882'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1882'FLUSH WITH THE GROUND AND STAMPED 84 1993.
 JY1882'THE STATION IS 38.0 FEET SOUTH FROM A TREE LINE, 54.80 FEET NORTHEAST
 JY1882'FROM A POWER POLE, 54.80 FEET NORTHEAST FROM A POWER POLE, 49.30 FEET
 JY1882'NORTH FROM A POWER POLE, AND APPROXIMATELY 34.0 FEET NORTH FROM THE
 JY1882'CENTERLINE OF OLD COLUMBUS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1883 ***********************************************************************
 JY1883  DESIGNATION -  CLARK 84 AZ MK
 JY1883  PID         -  JY1883
 JY1883  STATE/COUNTY-  OH/CLARK
 JY1883  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1883
 JY1883                         *CURRENT SURVEY CONTROL
 JY1883  ___________________________________________________________________
 JY1883* NAD 83(1995)-  39 56 37.07275(N)    083 43 46.10408(W)     ADJUSTED  
 JY1883* NAVD 88     -       321.6    (meters)    1055.     (feet)  GPS OBS   
 JY1883  ___________________________________________________________________
 JY1883  X           -     534,859.490 (meters)                     COMP
 JY1883  Y           -  -4,867,652.327 (meters)                     COMP
 JY1883  Z           -   4,073,374.190 (meters)                     COMP
 JY1883  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 JY1883  ELLIP HEIGHT-         288.38  (meters)          (10/07/05) GPS OBS
 JY1883  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JY1883
 JY1883  HORZ ORDER  -  FIRST
 JY1883  ELLP ORDER  -  FOURTH    CLASS I
 JY1883
 JY1883.The horizontal coordinates were established by GPS observations
 JY1883.and adjusted by the National Geodetic Survey in April 1998..
 JY1883
 JY1883.The orthometric height was determined by GPS observations and a
 JY1883.high-resolution geoid model.
 JY1883
 JY1883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1883
 JY1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1883
 JY1883.The ellipsoidal height was determined by GPS observations
 JY1883.and is referenced to NAD 83.
 JY1883
 JY1883.The geoid height was determined by GEOID03.
 JY1883
 JY1883;                    North         East     Units Scale Factor Converg.
 JY1883;SPC OH S     -   216,489.459   494,929.231   MT  0.99998349   -0 46 48.4
 JY1883;UTM  17      - 4,425,068.523   266,805.843   MT  1.00026951   -1 45 11.5
 JY1883
 JY1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1883!SPC OH S     -   0.99995476  x   0.99998349  =   0.99993825
 JY1883!UTM  17      -   0.99995476  x   1.00026951  =   1.00022426
 JY1883
 JY1883:                Primary Azimuth Mark                     Grid Az
 JY1883:SPC OH S     -  CLARK 84                                 155 50 25.2
 JY1883:UTM  17      -  CLARK 84                                 156 48 48.3
 JY1883
 JY1883|---------------------------------------------------------------------|
 JY1883| PID    Reference Object                     Distance      Geod. Az  |
 JY1883|                                                           dddmmss.s |
 JY1883| JY1882 CLARK 84                            APPROX. 0.6 KM 1550336.8 |
 JY1883|---------------------------------------------------------------------|
 JY1883
 JY1883                          SUPERSEDED SURVEY CONTROL
 JY1883
 JY1883  ELLIP H (04/01/98)  288.44   (m)                       GP(       ) 4 1
 JY1883  NAD 83(1986)-  39 56 37.07959(N)    083 43 46.11116(W) AD(       ) 1
 JY1883
 JY1883.Superseded values are not recommended for survey control.
 JY1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1883.See file dsdata.txt to determine how the superseded data were derived.
 JY1883
 JY1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6680625069(NAD 83)
 JY1883_MARKER: DD = SURVEY DISK
 JY1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1883_SP_SET: CONCRETE POST
 JY1883_STAMPING: 84 AZ 1993
 JY1883_MARK LOGO: OH-023
 JY1883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1883+STABILITY: SURFACE MOTION
 JY1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1883+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1883
 JY1883  HISTORY     - Date     Condition        Report By
 JY1883  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1883
 JY1883                          STATION DESCRIPTION
 JY1883
 JY1883'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1883'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1883'TOWNSHIP ABOUT 4.0 MILES NORTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1883'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED WEST ALONG OLD
 JY1883'COLUMBUS ROAD 0.2 MILES TO ITS INTERSECTION WITH BUCK CREEK LANE.
 JY1883'TURN RIGHT AND PROCEED NORTH ALONG BUCK CREEK LANE 0.4 MILES TO THE
 JY1883'MARK ON THE RIGHT.
 JY1883'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1883'CONCRETE FLUSH WITH THE GROUND AND STAMPED 84 AZ 1993.
 JY1883'THE AZIMUTH MARK IS 16.5 FEET SOUTH FROM A TREE LINE, 37.05 FEET EAST
 JY1883'FROM THE CENTERLINE OF BUCK CREEK LANE, AND 9.7 FEET WEST OF A POWER
 JY1883'POLE NUMBER E142HA-114.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1884 ***********************************************************************
 JY1884  DESIGNATION -  CLARK 85
 JY1884  PID         -  JY1884
 JY1884  STATE/COUNTY-  OH/CLARK
 JY1884  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1884
 JY1884                         *CURRENT SURVEY CONTROL
 JY1884  ___________________________________________________________________
 JY1884* NAD 83(1995)-  39 55 27.13702(N)    083 41 05.65468(W)     ADJUSTED  
 JY1884* NAVD 88     -       322.3    (meters)    1057.     (feet)  GPS OBS   
 JY1884  ___________________________________________________________________
 JY1884  X           -     538,798.158 (meters)                     COMP
 JY1884  Y           -  -4,868,611.692 (meters)                     COMP
 JY1884  Z           -   4,071,720.705 (meters)                     COMP
 JY1884  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 JY1884  ELLIP HEIGHT-         289.23  (meters)          (10/07/05) GPS OBS
 JY1884  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JY1884
 JY1884  HORZ ORDER  -  FIRST
 JY1884  ELLP ORDER  -  FOURTH    CLASS I
 JY1884
 JY1884.The horizontal coordinates were established by GPS observations
 JY1884.and adjusted by the National Geodetic Survey in April 1998..
 JY1884
 JY1884.The orthometric height was determined by GPS observations and a
 JY1884.high-resolution geoid model.
 JY1884
 JY1884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1884
 JY1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1884
 JY1884.The ellipsoidal height was determined by GPS observations
 JY1884.and is referenced to NAD 83.
 JY1884
 JY1884.The geoid height was determined by GEOID03.
 JY1884
 JY1884;                    North         East     Units Scale Factor Converg.
 JY1884;SPC OH S     -   214,281.763   498,709.595   MT  0.99998023   -0 45 06.6
 JY1884;UTM  17      - 4,422,796.351   270,549.227   MT  1.00024818   -1 43 25.9
 JY1884
 JY1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1884!SPC OH S     -   0.99995463  x   0.99998023  =   0.99993486
 JY1884!UTM  17      -   0.99995463  x   1.00024818  =   1.00020280
 JY1884
 JY1884:                Primary Azimuth Mark                     Grid Az
 JY1884:SPC OH S     -  CLARK 85 AZ MK                           018 51 05.9
 JY1884:UTM  17      -  CLARK 85 AZ MK                           019 49 25.2
 JY1884
 JY1884|---------------------------------------------------------------------|
 JY1884| PID    Reference Object                     Distance      Geod. Az  |
 JY1884|                                                           dddmmss.s |
 JY1884| JY1885 CLARK 85 AZ MK                      APPROX. 0.6 KM 0180559.3 |
 JY1884|---------------------------------------------------------------------|
 JY1884
 JY1884                          SUPERSEDED SURVEY CONTROL
 JY1884
 JY1884  ELLIP H (04/01/98)  289.26   (m)                       GP(       ) 4 1
 JY1884  NAD 83(1986)-  39 55 27.14382(N)    083 41 05.66200(W) AD(       ) 1
 JY1884
 JY1884.Superseded values are not recommended for survey control.
 JY1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1884.See file dsdata.txt to determine how the superseded data were derived.
 JY1884
 JY1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7054922796(NAD 83)
 JY1884_MARKER: DD = SURVEY DISK
 JY1884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY1884_SP_SET: BRIDGE ABUTMENT
 JY1884_STAMPING: 85 1993
 JY1884_MARK LOGO: OH-023
 JY1884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1884+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1884
 JY1884  HISTORY     - Date     Condition        Report By
 JY1884  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1884
 JY1884                          STATION DESCRIPTION
 JY1884
 JY1884'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1884'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP ABOUT
 JY1884'6.0 MILES EAST OF THE CENTER OF SPRINGFIELD.
 JY1884'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1884'MAIN STREET IN SPRINGFIELD, PROCEED EAST ALONG MAIN STREET (U.S. 40)
 JY1884'6.2 MILES TO THE STATION ON THE LEFT SET IN THE SOUTHEAST BRIDGE
 JY1884'ABUTMENT OF THE WESTBOUND BRIDGE OF U.S. 40 OVER BEAVER CREEK.
 JY1884'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN THE
 JY1884'BRIDGE ABUTMENT IN CONCRETE FLUSH WITH THE GROUND AND STAMPED 85
 JY1884'1993.
 JY1884'THE STATION IS  1.01 FEET NORTH FROM THE SOUTH EDGE OF ABUTMENT, 1.25
 JY1884'FEET WEST FROM THE EAST FACE OF THE ABUTMENT, 11.8 FEET NORTHEAST OF
 JY1884'THE NORTHEAST CORNER OF A STORM DRAIN, AND 20.12 FEET SOUTH FROM THE
 JY1884'CENTERLINE OF US 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1885 ***********************************************************************
 JY1885  DESIGNATION -  CLARK 85 AZ MK
 JY1885  PID         -  JY1885
 JY1885  STATE/COUNTY-  OH/CLARK
 JY1885  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1885
 JY1885                         *CURRENT SURVEY CONTROL
 JY1885  ___________________________________________________________________
 JY1885* NAD 83(1995)-  39 55 46.83353(N)    083 40 57.29256(W)     ADJUSTED  
 JY1885* NAVD 88     -       333.2    (meters)    1093.     (feet)  GPS OBS   
 JY1885  ___________________________________________________________________
 JY1885  X           -     538,953.548 (meters)                     COMP
 JY1885  Y           -  -4,868,210.594 (meters)                     COMP
 JY1885  Z           -   4,072,193.572 (meters)                     COMP
 JY1885  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 JY1885  ELLIP HEIGHT-         300.11  (meters)          (10/07/05) GPS OBS
 JY1885  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JY1885
 JY1885  HORZ ORDER  -  FIRST
 JY1885  ELLP ORDER  -  FOURTH    CLASS I
 JY1885
 JY1885.The horizontal coordinates were established by GPS observations
 JY1885.and adjusted by the National Geodetic Survey in April 1998..
 JY1885
 JY1885.The orthometric height was determined by GPS observations and a
 JY1885.high-resolution geoid model.
 JY1885
 JY1885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1885
 JY1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1885
 JY1885.The ellipsoidal height was determined by GPS observations
 JY1885.and is referenced to NAD 83.
 JY1885
 JY1885.The geoid height was determined by GEOID03.
 JY1885
 JY1885;                    North         East     Units Scale Factor Converg.
 JY1885;SPC OH S     -   214,886.587   498,916.103   MT  0.99998114   -0 45 01.3
 JY1885;UTM  17      - 4,423,397.745   270,766.024   MT  1.00024696   -1 43 21.2
 JY1885
 JY1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1885!SPC OH S     -   0.99995292  x   0.99998114  =   0.99993406
 JY1885!UTM  17      -   0.99995292  x   1.00024696  =   1.00019987
 JY1885
 JY1885:                Primary Azimuth Mark                     Grid Az
 JY1885:SPC OH S     -  CLARK 85                                 198 51 06.0
 JY1885:UTM  17      -  CLARK 85                                 199 49 25.9
 JY1885
 JY1885|---------------------------------------------------------------------|
 JY1885| PID    Reference Object                     Distance      Geod. Az  |
 JY1885|                                                           dddmmss.s |
 JY1885| JY1884 CLARK 85                            APPROX. 0.6 KM 1980604.7 |
 JY1885|---------------------------------------------------------------------|
 JY1885
 JY1885                          SUPERSEDED SURVEY CONTROL
 JY1885
 JY1885  ELLIP H (04/01/98)  300.12   (m)                       GP(       ) 4 1
 JY1885  NAD 83(1986)-  39 55 46.84033(N)    083 40 57.29988(W) AD(       ) 1
 JY1885
 JY1885.Superseded values are not recommended for survey control.
 JY1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1885.See file dsdata.txt to determine how the superseded data were derived.
 JY1885
 JY1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7076623398(NAD 83)
 JY1885_MARKER: DD = SURVEY DISK
 JY1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1885_SP_SET: CONCRETE POST
 JY1885_STAMPING: 85 AZ 1993
 JY1885_MARK LOGO: OH-023
 JY1885_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1885+STABILITY: SURFACE MOTION
 JY1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1885+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1996
 JY1885
 JY1885  HISTORY     - Date     Condition        Report By
 JY1885  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1885  HISTORY     - 19960424 GOOD             ATLTEC
 JY1885
 JY1885                          STATION DESCRIPTION
 JY1885
 JY1885'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1885'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP
 JY1885'ABOUT 6.0 MILES EAST OF THE CENTER OF SPRINGFIELD.
 JY1885'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED EAST ALONG US 40
 JY1885'0.15 MILES TO ITS INTERSECTION WITH BOWMAN ROAD.  TURN LEFT AND
 JY1885'PROCEED NORTH 0.35 MILES TO THE MARK ON THE LEFT PAST THE BRIDGE OVER
 JY1885'I-70.
 JY1885'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1885'CONCRETE FLUSH WITH THE GROUND AND STAMPED 85 AZ 1993.
 JY1885'THE AZIMUTH MARK IS 15.54 FEET NORTHWEST FROM A NAIL IN BOWMAN ROAD,
 JY1885'16.15 FEET SOUTHWEST FROM A NAIL IN THE CENTERLINE OF BOWMAN ROAD,
 JY1885'AND 15.95 FEET NORTHWEST FROM THE NORTHWEST CORNER OF THE BRIDGE
 JY1885'ABUTMENT.
 JY1885
 JY1885                          STATION RECOVERY (1996)
 JY1885
 JY1885'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1996 (WEH)
 JY1885'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993.  THE AZIMUTH MARK IS
 JY1885'LOCATED IN CLARK COUNTY, OHIO IN HARMONY TOWNSHIP ABOUT 6.0 MILES (9.7
 JY1885'KM) EAST OF THE CENTER OF SPRINGFIELD.  TO REACH THE AZIMUTH MARK FROM
 JY1885'THE STATION 85, PROCEED EAST ALONG U.S.40 0.15 MILES (0.24 KM) TO ITS
 JY1885'INTERSECTION WITH BOWMAN ROAD.  TURN LEFT AND PROCEED NORTH 0.35 MILES
 JY1885'(0.56 KM) TO THE MARK ON THE LEFT PAST THE BRIDGE OVER I-70.  WEST OF
 JY1885'GUARDRAIL.  THE AZIMUTH MARK IS A 3.25 INCH DIAMETER ALUMINUM CLARK
 JY1885'COUNTY ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH THE GROUND AND
 JY1885'STAMPED 85 AZ 1993.  THE AZIMUTH MARK IS 15.54 FEET (4.74 M) NORTHWEST
 JY1885'FROM A NAIL IN BOWMAN ROAD, 16.15 FEET (4.92 M) SOUTHWEST FROM A NAIL
 JY1885'IN THE CENTERLINE OF BOWMAN ROAD AND 15.95 FEET (4.86 M) NORTHWEST
 JY1885'FROM THE NORTHWEST CORNER OF THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1886 ***********************************************************************
 JY1886  DESIGNATION -  CLARK 86
 JY1886  PID         -  JY1886
 JY1886  STATE/COUNTY-  OH/CLARK
 JY1886  USGS QUAD   -  SPRINGFIELD (1981)
 JY1886
 JY1886                         *CURRENT SURVEY CONTROL
 JY1886  ___________________________________________________________________
 JY1886* NAD 83(1995)-  39 54 24.85053(N)    083 47 18.95300(W)     ADJUSTED  
 JY1886* NAVD 88     -       319.6    (meters)    1049.     (feet)  GPS OBS   
 JY1886  ___________________________________________________________________
 JY1886  X           -     530,119.200 (meters)                     COMP
 JY1886  Y           -  -4,870,802.145 (meters)                     COMP
 JY1886  Z           -   4,070,245.359 (meters)                     COMP
 JY1886  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 JY1886  ELLIP HEIGHT-         286.37  (meters)          (10/07/05) GPS OBS
 JY1886  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JY1886
 JY1886  HORZ ORDER  -  FIRST
 JY1886  ELLP ORDER  -  FOURTH    CLASS I
 JY1886
 JY1886.The horizontal coordinates were established by GPS observations
 JY1886.and adjusted by the National Geodetic Survey in April 1998..
 JY1886
 JY1886.The orthometric height was determined by GPS observations and a
 JY1886.high-resolution geoid model.
 JY1886
 JY1886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1886
 JY1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1886
 JY1886.The ellipsoidal height was determined by GPS observations
 JY1886.and is referenced to NAD 83.
 JY1886
 JY1886.The geoid height was determined by GEOID03.
 JY1886
 JY1886;                    North         East     Units Scale Factor Converg.
 JY1886;SPC OH S     -   212,482.335   489,818.578   MT  0.99997743   -0 49 03.5
 JY1886;UTM  17      - 4,421,147.538   261,626.331   MT  1.00029959   -1 47 23.4
 JY1886
 JY1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1886!SPC OH S     -   0.99995508  x   0.99997743  =   0.99993251
 JY1886!UTM  17      -   0.99995508  x   1.00029959  =   1.00025465
 JY1886
 JY1886:                Primary Azimuth Mark                     Grid Az
 JY1886:SPC OH S     -  CLARK 32                                 170 15 47.3
 JY1886:UTM  17      -  CLARK 32                                 171 14 07.2
 JY1886
 JY1886|---------------------------------------------------------------------|
 JY1886| PID    Reference Object                     Distance      Geod. Az  |
 JY1886|                                                           dddmmss.s |
 JY1886| JY1820 CLARK 32                            APPROX. 1.1 KM 1692643.8 |
 JY1886| JY1887 CLARK 86 AZ MK                      403.342 METERS 2230237.2 |
 JY1886|---------------------------------------------------------------------|
 JY1886
 JY1886                          SUPERSEDED SURVEY CONTROL
 JY1886
 JY1886  ELLIP H (04/01/98)  286.41   (m)                       GP(       ) 4 1
 JY1886  NAD 83(1986)-  39 54 24.85741(N)    083 47 18.95998(W) AD(       ) 1
 JY1886
 JY1886.Superseded values are not recommended for survey control.
 JY1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1886.See file dsdata.txt to determine how the superseded data were derived.
 JY1886
 JY1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6162621148(NAD 83)
 JY1886_MARKER: DD = SURVEY DISK
 JY1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1886_SP_SET: CONCRETE POST
 JY1886_STAMPING: 86 1993
 JY1886_MARK LOGO: OH-023
 JY1886_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1886+STABILITY: SURFACE MOTION
 JY1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1886+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1886
 JY1886  HISTORY     - Date     Condition        Report By
 JY1886  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1886
 JY1886                          STATION DESCRIPTION
 JY1886
 JY1886'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1886'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1886'ABOUT 1.5 MILES SOUTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1886'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JY1886'LIMESTONE STREET IN SPRINGFIELD, PROCEED SOUTH ALONG LIMESTONE STREET
 JY1886'0.4 MILES TO ITS INTERSECTION WITH SELMA ROAD.  TURN LEFT AND PROCEED
 JY1886'SOUTHEAST ALONG SELMA ROAD 1.0 MILES TO ITS INTERSECTION WITH KENWOOD
 JY1886'AVENUE.  TURN LEFT AND PROCEED EAST ALONG KENWOOD AVENUE 0.2 MLES TO
 JY1886'ITS INTERSECTION WITH NAGLEY STREET.  TURN RIGHT AND PROCEED SOUTH
 JY1886'ALONG NAGLEY STREET APPROXIMATELY 350 FEET TO THE STATION ON THE
 JY1886'RIGHT BETWEEN A PARKING LOT AND A BASEBALL FIELD.
 JY1886'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1886'FLUSH WITH THE GROUND AND STAMPED 86 1993.
 JY1886'THE STATION IS 67.0 FEET SOUTHEAST FROM A BACKSTOP POST, 26.15 FEET
 JY1886'NORTHEAST FROM A POST, 21.88 FEET NORTHWEST FROM A NAIL IN THE EDGE
 JY1886'OF THE PAVEMENT OF THE PARKING LOT, AND 9.18 FEET SOUTHWEST FROM A
 JY1886'NAIL IN THE EDGE OF THE PAVEMENT OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1887 ***********************************************************************
 JY1887  DESIGNATION -  CLARK 86 AZ MK
 JY1887  PID         -  JY1887
 JY1887  STATE/COUNTY-  OH/CLARK
 JY1887  USGS QUAD   -  SPRINGFIELD (1981)
 JY1887
 JY1887                         *CURRENT SURVEY CONTROL
 JY1887  ___________________________________________________________________
 JY1887* NAD 83(1995)-  39 54 15.29290(N)    083 47 30.54295(W)     ADJUSTED  
 JY1887* NAVD 88     -       313.9    (meters)    1030.     (feet)  GPS OBS   
 JY1887  ___________________________________________________________________
 JY1887  X           -     529,865.489 (meters)                     COMP
 JY1887  Y           -  -4,871,015.578 (meters)                     COMP
 JY1887  Z           -   4,070,015.558 (meters)                     COMP
 JY1887  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 JY1887  ELLIP HEIGHT-         280.66  (meters)          (10/07/05) GPS OBS
 JY1887  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JY1887
 JY1887  HORZ ORDER  -  FIRST
 JY1887  ELLP ORDER  -  FOURTH    CLASS I
 JY1887
 JY1887.The horizontal coordinates were established by GPS observations
 JY1887.and adjusted by the National Geodetic Survey in April 1998..
 JY1887
 JY1887.The orthometric height was determined by GPS observations and a
 JY1887.high-resolution geoid model.
 JY1887
 JY1887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1887
 JY1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1887
 JY1887.The ellipsoidal height was determined by GPS observations
 JY1887.and is referenced to NAD 83.
 JY1887
 JY1887.The geoid height was determined by GEOID03.
 JY1887
 JY1887;                    North         East     Units Scale Factor Converg.
 JY1887;SPC OH S     -   212,191.524   489,539.102   MT  0.99997701   -0 49 10.9
 JY1887;UTM  17      - 4,420,861.418   261,341.870   MT  1.00030126   -1 47 30.5
 JY1887
 JY1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1887!SPC OH S     -   0.99995597  x   0.99997701  =   0.99993298
 JY1887!UTM  17      -   0.99995597  x   1.00030126  =   1.00025722
 JY1887
 JY1887:                Primary Azimuth Mark                     Grid Az
 JY1887:SPC OH S     -  CLARK 86                                 043 51 40.7
 JY1887:UTM  17      -  CLARK 86                                 044 50 00.3
 JY1887
 JY1887|---------------------------------------------------------------------|
 JY1887| PID    Reference Object                     Distance      Geod. Az  |
 JY1887|                                                           dddmmss.s |
 JY1887| JY1886 CLARK 86                            403.342 METERS 0430229.8 |
 JY1887|---------------------------------------------------------------------|
 JY1887
 JY1887                          SUPERSEDED SURVEY CONTROL
 JY1887
 JY1887  ELLIP H (04/01/98)  280.70   (m)                       GP(       ) 4 1
 JY1887  NAD 83(1986)-  39 54 15.29978(N)    083 47 30.54993(W) AD(       ) 1
 JY1887
 JY1887.Superseded values are not recommended for survey control.
 JY1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1887.See file dsdata.txt to determine how the superseded data were derived.
 JY1887
 JY1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6134220861(NAD 83)
 JY1887_MARKER: DD = SURVEY DISK
 JY1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1887_SP_SET: CONCRETE POST
 JY1887_STAMPING: 86 AZ 1993
 JY1887_MARK LOGO: OH-023
 JY1887_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1887+STABILITY: SURFACE MOTION
 JY1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1887+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1887
 JY1887  HISTORY     - Date     Condition        Report By
 JY1887  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1887
 JY1887                          STATION DESCRIPTION
 JY1887
 JY1887'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1887'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1887'TOWNSHIP ABOUT 1.5 MILES SOUTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1887'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG NAGLEY
 JY1887'STREET APPROXIMATELY 0.1 MILES TO ITS INTERSECTION WITH SUNSET
 JY1887'AVENUE. TURN RIGHT AND PROCEED WEST ALONG SUNSET AVENUE 0.1 MILES TO
 JY1887'ITS INTERSECTION WITH SELMA ROAD.  TURN LEFT AND PROCEED SOUTH ALONG
 JY1887'SELMA ROAD APPROXIMATELY 200 FEET TO THE MARK ON THE RIGHT.
 JY1887'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1887'CONCRETE FLUSH WITH THE GROUND AND STAMPED 86 AZ 1993.
 JY1887'THE AZIMUTH MARK IS 71.45 FEET SOUTH FROM  A POWER POLE, 45.30 FEET
 JY1887'NORTHEAST FROM A LIGHT POLE, AND 21.63 FEET NORTHWEST FORM ANOTHER
 JY1887'LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1888 ***********************************************************************
 JY1888  DESIGNATION -  CLARK 87
 JY1888  PID         -  JY1888
 JY1888  STATE/COUNTY-  OH/CLARK
 JY1888  USGS QUAD   -  SPRINGFIELD (1981)
 JY1888
 JY1888                         *CURRENT SURVEY CONTROL
 JY1888  ___________________________________________________________________
 JY1888* NAD 83(1995)-  39 55 00.62917(N)    083 49 28.57351(W)     ADJUSTED  
 JY1888* NAVD 88     -       304.9    (meters)    1000.     (feet)  GPS OBS   
 JY1888  ___________________________________________________________________
 JY1888  X           -     526,980.815 (meters)                     COMP
 JY1888  Y           -  -4,870,419.148 (meters)                     COMP
 JY1888  Z           -   4,071,082.367 (meters)                     COMP
 JY1888  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 JY1888  ELLIP HEIGHT-         271.64  (meters)          (10/07/05) GPS OBS
 JY1888  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JY1888
 JY1888  HORZ ORDER  -  FIRST
 JY1888  ELLP ORDER  -  FOURTH    CLASS I
 JY1888
 JY1888.The horizontal coordinates were established by GPS observations
 JY1888.and adjusted by the National Geodetic Survey in April 1998..
 JY1888
 JY1888.The orthometric height was determined by GPS observations and a
 JY1888.high-resolution geoid model.
 JY1888
 JY1888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1888
 JY1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1888
 JY1888.The ellipsoidal height was determined by GPS observations
 JY1888.and is referenced to NAD 83.
 JY1888
 JY1888.The geoid height was determined by GEOID03.
 JY1888
 JY1888;                    North         East     Units Scale Factor Converg.
 JY1888;SPC OH S     -   213,630.242   486,756.319   MT  0.99997903   -0 50 25.8
 JY1888;UTM  17      - 4,422,347.652   258,582.992   MT  1.00031756   -1 48 48.1
 JY1888
 JY1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1888!SPC OH S     -   0.99995739  x   0.99997903  =   0.99993642
 JY1888!UTM  17      -   0.99995739  x   1.00031756  =   1.00027493
 JY1888
 JY1888:                Primary Azimuth Mark                     Grid Az
 JY1888:SPC OH S     -  CLARK 70                                 030 43 16.5
 JY1888:UTM  17      -  CLARK 70                                 031 41 38.8
 JY1888
 JY1888|---------------------------------------------------------------------|
 JY1888| PID    Reference Object                     Distance      Geod. Az  |
 JY1888|                                                           dddmmss.s |
 JY1888| JY1862 CLARK 70                            APPROX. 1.1 KM 0295250.7 |
 JY1888| JY1889 CLARK 87 AZ MK                      414.274 METERS 2763713.0 |
 JY1888|---------------------------------------------------------------------|
 JY1888
 JY1888                          SUPERSEDED SURVEY CONTROL
 JY1888
 JY1888  ELLIP H (04/01/98)  271.70   (m)                       GP(       ) 4 1
 JY1888  NAD 83(1986)-  39 55 00.63600(N)    083 49 28.58027(W) AD(       ) 1
 JY1888
 JY1888.Superseded values are not recommended for survey control.
 JY1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1888.See file dsdata.txt to determine how the superseded data were derived.
 JY1888
 JY1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5858322348(NAD 83)
 JY1888_MARKER: DD = SURVEY DISK
 JY1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1888_SP_SET: CONCRETE POST
 JY1888_STAMPING: 87 1993
 JY1888_MARK LOGO: OH-023
 JY1888_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1888+STABILITY: SURFACE MOTION
 JY1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1888+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1888
 JY1888  HISTORY     - Date     Condition        Report By
 JY1888  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1888
 JY1888                          STATION DESCRIPTION
 JY1888
 JY1888'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1888'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1888'ABOUT 1.2 MILES SOUTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1888'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1888'MAIN STREET IN SPRINGFIELD, PROCEED WEST ALONG MAIN STREET 0.5 MILES
 JY1888'TO ITS INTERSECTION WITH YELLOW-SPRINGS STREET.  TURN LEFT AND
 JY1888'PROCEED SOUTH ALONG YELLOW SPRING STREET 0.7 MILES TO THE STATION ON
 JY1888'THE RIGHT NEAR FULTON SCHOOL.
 JY1888'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1888'FLUSH WITH THE GROUND AND STAMPED 87 1993.
 JY1888'THE STATION IS 97.35 FEET SOUTHEAST FROM A 36 INCH OAK TREE, 134.95
 JY1888'FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF FULTON SCHOOL BUILDING,
 JY1888'AND 88.8 FEET SOUTHWEST FROM A NAIL IN THE EDGE OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1889 ***********************************************************************
 JY1889  DESIGNATION -  CLARK 87 AZ MK
 JY1889  PID         -  JY1889
 JY1889  STATE/COUNTY-  OH/CLARK
 JY1889  USGS QUAD   -  SPRINGFIELD (1981)
 JY1889
 JY1889                         *CURRENT SURVEY CONTROL
 JY1889  ___________________________________________________________________
 JY1889* NAD 83(1995)-  39 55 02.17736(N)    083 49 45.90097(W)     ADJUSTED  
 JY1889* NAVD 88     -       304.6    (meters)     999.     (feet)  GPS OBS   
 JY1889  ___________________________________________________________________
 JY1889  X           -     526,568.353 (meters)                     COMP
 JY1889  Y           -  -4,870,432.730 (meters)                     COMP
 JY1889  Z           -   4,071,118.818 (meters)                     COMP
 JY1889  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 JY1889  ELLIP HEIGHT-         271.37  (meters)          (10/07/05) GPS OBS
 JY1889  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JY1889
 JY1889  HORZ ORDER  -  FIRST
 JY1889  ELLP ORDER  -  FOURTH    CLASS I
 JY1889
 JY1889.The horizontal coordinates were established by GPS observations
 JY1889.and adjusted by the National Geodetic Survey in April 1998..
 JY1889
 JY1889.The orthometric height was determined by GPS observations and a
 JY1889.high-resolution geoid model.
 JY1889
 JY1889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1889
 JY1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1889
 JY1889.The ellipsoidal height was determined by GPS observations
 JY1889.and is referenced to NAD 83.
 JY1889
 JY1889.The geoid height was determined by GEOID03.
 JY1889
 JY1889;                    North         East     Units Scale Factor Converg.
 JY1889;SPC OH S     -   213,684.033   486,345.561   MT  0.99997910   -0 50 36.7
 JY1889;UTM  17      - 4,422,408.430   258,173.067   MT  1.00032000   -1 48 59.3
 JY1889
 JY1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1889!SPC OH S     -   0.99995743  x   0.99997910  =   0.99993653
 JY1889!UTM  17      -   0.99995743  x   1.00032000  =   1.00027742
 JY1889
 JY1889:                Primary Azimuth Mark                     Grid Az
 JY1889:SPC OH S     -  CLARK 87                                 097 27 38.6
 JY1889:UTM  17      -  CLARK 87                                 098 26 01.2
 JY1889
 JY1889|---------------------------------------------------------------------|
 JY1889| PID    Reference Object                     Distance      Geod. Az  |
 JY1889|                                                           dddmmss.s |
 JY1889| JY1888 CLARK 87                            414.274 METERS 0963701.9 |
 JY1889|---------------------------------------------------------------------|
 JY1889
 JY1889                          SUPERSEDED SURVEY CONTROL
 JY1889
 JY1889  ELLIP H (04/01/98)  271.43   (m)                       GP(       ) 4 1
 JY1889  NAD 83(1986)-  39 55 02.18419(N)    083 49 45.90773(W) AD(       ) 1
 JY1889
 JY1889.Superseded values are not recommended for survey control.
 JY1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1889.See file dsdata.txt to determine how the superseded data were derived.
 JY1889
 JY1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5817322408(NAD 83)
 JY1889_MARKER: DD = SURVEY DISK
 JY1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1889_SP_SET: CONCRETE POST
 JY1889_STAMPING: 87 AZ 1993
 JY1889_MARK LOGO: OH-023
 JY1889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1889+STABILITY: SURFACE MOTION
 JY1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1889+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1889
 JY1889  HISTORY     - Date     Condition        Report By
 JY1889  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1889
 JY1889                          STATION DESCRIPTION
 JY1889
 JY1889'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1889'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1889'TOWNSHIP ABOUT 1.2 MILES SOUTHWEST OF THE CENTER OF SPRINGFIELD.
 JY1889'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG
 JY1889'YELLOW-SPRINGS STREET 0.1 MILES TO ITS INTERSECTION WITH DIEBERT
 JY1889'AVENUE.  TURN RIGHT AND PROCEED 0.1 MILES TO ITS INTERSECTION WITH
 JY1889'SOUTH WESTERN AVENUE.  TURN RIGHT AND PROCEED APPROXIMATELY 200 FEET
 JY1889'TO THE MARK ON THE LEFT NEAR A RUNNING TRACK.
 JY1889'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1889'CONCRETE FLUSH WITH THE GROUND AND STAMPED 87 AZ 1993.
 JY1889'THE AZIMUTH MARK IS 48.95 FEET NORTHEAST FROM A GATEPOST, 25.53 FEET
 JY1889'SOUTH FROM A LIGHT POLE, 74.4 FEET NORTH FROM A TREE LINE, AND
 JY1889'APPROXIMATELY 250 FEET WEST FROM SOUTH WESTERN AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1890 ***********************************************************************
 JY1890  DESIGNATION -  CLARK 88
 JY1890  PID         -  JY1890
 JY1890  STATE/COUNTY-  OH/CLARK
 JY1890  USGS QUAD   -  SPRINGFIELD (1981)
 JY1890
 JY1890                         *CURRENT SURVEY CONTROL
 JY1890  ___________________________________________________________________
 JY1890* NAD 83(1995)-  39 56 22.98042(N)    083 48 03.25009(W)     ADJUSTED  
 JY1890* NAVD 88     -       309.4    (meters)    1015.     (feet)  GPS OBS   
 JY1890  ___________________________________________________________________
 JY1890  X           -     528,819.794 (meters)                     COMP
 JY1890  Y           -  -4,868,583.423 (meters)                     COMP
 JY1890  Z           -   4,073,033.063 (meters)                     COMP
 JY1890  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 JY1890  ELLIP HEIGHT-         276.12  (meters)          (10/07/05) GPS OBS
 JY1890  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JY1890
 JY1890  HORZ ORDER  -  FIRST
 JY1890  ELLP ORDER  -  FOURTH    CLASS I
 JY1890
 JY1890.The horizontal coordinates were established by GPS observations
 JY1890.and adjusted by the National Geodetic Survey in April 1998..
 JY1890
 JY1890.The orthometric height was determined by GPS observations and a
 JY1890.high-resolution geoid model.
 JY1890
 JY1890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1890
 JY1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1890
 JY1890.The ellipsoidal height was determined by GPS observations
 JY1890.and is referenced to NAD 83.
 JY1890
 JY1890.The geoid height was determined by GEOID03.
 JY1890
 JY1890;                    North         East     Units Scale Factor Converg.
 JY1890;SPC OH S     -   216,140.396   488,819.021   MT  0.99998282   -0 49 31.6
 JY1890;UTM  17      - 4,424,823.228   260,688.726   MT  1.00030510   -1 47 56.3
 JY1890
 JY1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1890!SPC OH S     -   0.99995668  x   0.99998282  =   0.99993951
 JY1890!UTM  17      -   0.99995668  x   1.00030510  =   1.00026177
 JY1890
 JY1890:                Primary Azimuth Mark                     Grid Az
 JY1890:SPC OH S     -  CLARK 88 AZ MK                           114 21 38.6
 JY1890:UTM  17      -  CLARK 88 AZ MK                           115 20 03.3
 JY1890
 JY1890|---------------------------------------------------------------------|
 JY1890| PID    Reference Object                     Distance      Geod. Az  |
 JY1890|                                                           dddmmss.s |
 JY1890| JY1891 CLARK 88 AZ MK                      465.160 METERS 1133207.0 |
 JY1890|---------------------------------------------------------------------|
 JY1890
 JY1890                          SUPERSEDED SURVEY CONTROL
 JY1890
 JY1890  ELLIP H (04/01/98)  276.18   (m)                       GP(       ) 4 1
 JY1890  NAD 83(1986)-  39 56 22.98721(N)    083 48 03.25702(W) AD(       ) 1
 JY1890
 JY1890.Superseded values are not recommended for survey control.
 JY1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1890.See file dsdata.txt to determine how the superseded data were derived.
 JY1890
 JY1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6068924823(NAD 83)
 JY1890_MARKER: DD = SURVEY DISK
 JY1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1890_SP_SET: CONCRETE POST
 JY1890_STAMPING: 88 1993
 JY1890_MARK LOGO: OH-023
 JY1890_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1890+STABILITY: SURFACE MOTION
 JY1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1890+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1890
 JY1890  HISTORY     - Date     Condition        Report By
 JY1890  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1890
 JY1890                          STATION DESCRIPTION
 JY1890
 JY1890'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1890'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP
 JY1890'ABOUT 1.0 MILES NORTHEAST OF THE CENTER OF SPRINGFIELD.
 JY1890'TO REACH THE STATION FROM THE INTERSECTION OF LIMESTONE STREET AND
 JY1890'MAIN STREET IN SPRINGFIELD, PROCEED NORTH ALONG LIMESTONE STREET 1.0
 JY1890'MILES TO ITS INTERSECTION WITH MCCREIGHT AVENUE.  TURN RIGHT AND
 JY1890'PROCEED EAST ALONG MCCREIGHT AVENUE 0.3 MILES TO A DRIVEWAY ADDRESS
 JY1890'100E.  TURN LEFT AND PROCEED NORTH ALONG DRIVEWAY APPROXIMATELY 300
 JY1890'FEET TO THE STATION ON THE LEFT.
 JY1890'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JY1890'FLUSH WITH THE GROUND AND STAMPED 88 1993.
 JY1890'THE STATION IS 57.6 FEET SOUTHEAST FROM THE END OF A SHRUB LINE, 116.8
 JY1890'FEET NORTHWEST FROM A LIGHT POLE, AND 118.10 FEET NORTHWEST FROM A
 JY1890'LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1891 ***********************************************************************
 JY1891  DESIGNATION -  CLARK 88 AZ MK
 JY1891  PID         -  JY1891
 JY1891  STATE/COUNTY-  OH/CLARK
 JY1891  USGS QUAD   -  SPRINGFIELD (1981)
 JY1891
 JY1891                         *CURRENT SURVEY CONTROL
 JY1891  ___________________________________________________________________
 JY1891* NAD 83(1995)-  39 56 16.95769(N)    083 47 45.28755(W)     ADJUSTED  
 JY1891* NAVD 88     -       298.5    (meters)     979.     (feet)  GPS OBS   
 JY1891  ___________________________________________________________________
 JY1891  X           -     529,255.757 (meters)                     COMP
 JY1891  Y           -  -4,868,647.601 (meters)                     COMP
 JY1891  Z           -   4,072,883.634 (meters)                     COMP
 JY1891  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 JY1891  ELLIP HEIGHT-         265.22  (meters)          (10/07/05) GPS OBS
 JY1891  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JY1891
 JY1891  HORZ ORDER  -  FIRST
 JY1891  ELLP ORDER  -  FOURTH    CLASS I
 JY1891
 JY1891.The horizontal coordinates were established by GPS observations
 JY1891.and adjusted by the National Geodetic Survey in April 1998..
 JY1891
 JY1891.The orthometric height was determined by GPS observations and a
 JY1891.high-resolution geoid model.
 JY1891
 JY1891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1891
 JY1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1891
 JY1891.The ellipsoidal height was determined by GPS observations
 JY1891.and is referenced to NAD 83.
 JY1891
 JY1891.The geoid height was determined by GEOID03.
 JY1891
 JY1891;                    North         East     Units Scale Factor Converg.
 JY1891;SPC OH S     -   215,948.530   489,242.759   MT  0.99998254   -0 49 20.2
 JY1891;UTM  17      - 4,424,624.126   261,109.278   MT  1.00030262   -1 47 44.6
 JY1891
 JY1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1891!SPC OH S     -   0.99995839  x   0.99998254  =   0.99994093
 JY1891!UTM  17      -   0.99995839  x   1.00030262  =   1.00026100
 JY1891
 JY1891:                Primary Azimuth Mark                     Grid Az
 JY1891:SPC OH S     -  CLARK 88                                 294 21 38.8
 JY1891:UTM  17      -  CLARK 88                                 295 20 03.2
 JY1891
 JY1891|---------------------------------------------------------------------|
 JY1891| PID    Reference Object                     Distance      Geod. Az  |
 JY1891|                                                           dddmmss.s |
 JY1891| JY1890 CLARK 88                            465.160 METERS 2933218.6 |
 JY1891|---------------------------------------------------------------------|
 JY1891
 JY1891                          SUPERSEDED SURVEY CONTROL
 JY1891
 JY1891  ELLIP H (04/01/98)  265.29   (m)                       GP(       ) 4 1
 JY1891  NAD 83(1986)-  39 56 16.96448(N)    083 47 45.29448(W) AD(       ) 1
 JY1891
 JY1891.Superseded values are not recommended for survey control.
 JY1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1891.See file dsdata.txt to determine how the superseded data were derived.
 JY1891
 JY1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6110924624(NAD 83)
 JY1891_MARKER: DD = SURVEY DISK
 JY1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1891_SP_SET: CONCRETE POST
 JY1891_STAMPING: 88 AZ 1993
 JY1891_MARK LOGO: OH-023
 JY1891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1891+STABILITY: SURFACE MOTION
 JY1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1891+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1891
 JY1891  HISTORY     - Date     Condition        Report By
 JY1891  HISTORY     - 1993     MONUMENTED       GEOMET
 JY1891
 JY1891                          STATION DESCRIPTION
 JY1891
 JY1891'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JY1891'THE AZIMUTH MARK IS LOCATED IN CLARK COUNTY, OHIO IN SPRINGFIELD
 JY1891'TOWNSHIP.
 JY1891'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTH ALONG
 JY1891'DRIVEWAY APPROXIMATE 300 FEET TO ITS INTERSECTION WITH MCCREIGHT
 JY1891'AVENUE.  TURN LEFT AND PROCEED EAST ALONG MCCREIGHT AVENUE 0.2 MILES
 JY1891'TO THE MARK ON THE LEFT PAST THE INTERSECTION OF RODGERS AND ACROSS
 JY1891'FROM HOUSE NUMBER 813.
 JY1891'THE AZIMUTH MARK IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN
 JY1891'CONCRETE FLUSH WITH THE GROUND AND STAMPED 88 AZ 1993.
 JY1891'THE STATION IS 51.80 FEET NORTHEAST FROM THE CENTERLINE OF THE
 JY1891'DRIVEWAY OF HOUSE NUMBER 813, 25.36 FEET NORTH FROM THE CENTERLINE OF
 JY1891'MCCREIGHT AVENUE, AND 24.5 FEET WEST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9331 ***********************************************************************
 AE9331  DESIGNATION -  CLARK 89
 AE9331  PID         -  AE9331
 AE9331  STATE/COUNTY-  OH/CLARK
 AE9331  USGS QUAD   -  URBANA WEST (1983)
 AE9331
 AE9331                         *CURRENT SURVEY CONTROL
 AE9331  ___________________________________________________________________
 AE9331* NAD 83(1995)-  40 00 03.96588(N)    083 48 38.45860(W)     ADJUSTED  
 AE9331* NAVD 88     -       287.8    (meters)     944.     (feet)  GPS OBS   
 AE9331  ___________________________________________________________________
 AE9331  X           -     527,514.869 (meters)                     COMP
 AE9331  Y           -  -4,864,303.975 (meters)                     COMP
 AE9331  Z           -   4,078,242.790 (meters)                     COMP
 AE9331  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AE9331  ELLIP HEIGHT-         254.38  (meters)          (10/07/05) GPS OBS
 AE9331  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AE9331
 AE9331  HORZ ORDER  -  FIRST
 AE9331  ELLP ORDER  -  THIRD     CLASS I
 AE9331
 AE9331.The horizontal coordinates were established by GPS observations
 AE9331.and adjusted by the National Geodetic Survey in April 1998..
 AE9331
 AE9331.The orthometric height was determined by GPS observations and a
 AE9331.high-resolution geoid model.
 AE9331
 AE9331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9331
 AE9331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9331
 AE9331.The ellipsoidal height was determined by GPS observations
 AE9331.and is referenced to NAD 83.
 AE9331
 AE9331.The geoid height was determined by GEOID03.
 AE9331
 AE9331;                    North         East     Units Scale Factor Converg.
 AE9331;SPC OH S     -   222,967.495   488,082.153   MT  0.99999378   -0 49 54.0
 AE9331;UTM  17      - 4,431,664.053   260,067.904   MT  1.00030875   -1 48 27.3
 AE9331
 AE9331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9331!SPC OH S     -   0.99996009  x   0.99999378  =   0.99995388
 AE9331!UTM  17      -   0.99996009  x   1.00030875  =   1.00026883
 AE9331
 AE9331:                Primary Azimuth Mark                     Grid Az
 AE9331:SPC OH S     -  CLARK 91                                 189 07 01.4
 AE9331:UTM  17      -  CLARK 91                                 190 05 34.7
 AE9331
 AE9331|---------------------------------------------------------------------|
 AE9331| PID    Reference Object                     Distance      Geod. Az  |
 AE9331|                                                           dddmmss.s |
 AE9331| AE9329 CLARK 91                            APPROX. 1.3 KM 1881707.4 |
 AE9331|---------------------------------------------------------------------|
 AE9331
 AE9331                          SUPERSEDED SURVEY CONTROL
 AE9331
 AE9331  ELLIP H (04/27/98)  254.44   (m)                       GP(       ) 3 1
 AE9331
 AE9331.Superseded values are not recommended for survey control.
 AE9331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9331.See file dsdata.txt to determine how the superseded data were derived.
 AE9331
 AE9331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6006831664(NAD 83)
 AE9331_MARKER: DD = SURVEY DISK
 AE9331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9331_STAMPING: 89 1996
 AE9331_MARK LOGO: OH-023
 AE9331_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9331+STABILITY: SURFACE MOTION
 AE9331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9331+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9331
 AE9331  HISTORY     - Date     Condition        Report By
 AE9331  HISTORY     - 1996     MONUMENTED       OH-023
 AE9331
 AE9331                          STATION DESCRIPTION
 AE9331
 AE9331'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9331'DESCRIBED BY THE CLARK COUNTY ENGINEER IN 1996.  THE STATION IS
 AE9331'LOCATED IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN 4, RANGE 10,
 AE9331'SECTION 7 ABOUT 5.0 MILES (8.0 KM) NORTHWEST OF THE CITY OF
 AE9331'SPRINGFIELD.  FROM SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND
 AE9331'FOUNTAIN AVENUE, PROCEED WEST ALONG MAIN STREET 1.8 MILES (2.9 KM) TO
 AE9331'THE INTERSECTION WITH W.  NORTH STREET (S.R.40) THEN WEST ON NORTH
 AE9331'STREET 0.50 MILES (0.80 KM) TO S.R.68, ENTER RAMP AND PROCEED 5.8
 AE9331'MILES (9.3 KM) NORTH ALONG S.R.68.  THE STATION IS LOCATED ON THE
 AE9331'OPPOSITE SIDE ACROSS FROM THIS POINT AND IS ALSO LOCATED APPROXIMATELY
 AE9331'1800 FEET (548.6 M) SOUTH OF TREMONT CITY RD. OVERPASS.  THE STATION
 AE9331'IS A 3.25 INCH DIAMETER METAL CLARK COUNTY ENGINEER SURVEY DISK SET IN
 AE9331'CONCRETE FLUSH WITH THE GROUND AND STAMPED 89 1996.  THE STATION IS
 AE9331'REFERENCED 71.96 FEET (21.93 M) WEST TO THE R/W FENCE LINE, 32.17 FEET
 AE9331'(9.81 M) NORTHEAST TO A PK NAIL IN CENTER OF THE SOUTHBOUND LANES AND
 AE9331'37.90 FEET (11.55 M) SOUTHEAST TO A PK NAIL IN CENTER OF THE
 AE9331'SOUTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3700 ***********************************************************************
 JZ3700  DESIGNATION -  CLARK 9
 JZ3700  PID         -  JZ3700
 JZ3700  STATE/COUNTY-  OH/CLARK
 JZ3700  USGS QUAD   -  FAIRBORN (1992)
 JZ3700
 JZ3700                         *CURRENT SURVEY CONTROL
 JZ3700  ___________________________________________________________________
 JZ3700* NAD 83(1995)-  39 51 53.68086(N)    084 03 04.08892(W)     ADJUSTED  
 JZ3700* NAVD 88     -       253.7    (meters)     832.     (feet)  GPS OBS   
 JZ3700  ___________________________________________________________________
 JZ3700  X           -     508,099.617 (meters)                     COMP
 JZ3700  Y           -  -4,876,103.650 (meters)                     COMP
 JZ3700  Z           -   4,066,625.376 (meters)                     COMP
 JZ3700  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JZ3700  ELLIP HEIGHT-         220.48  (meters)          (10/07/05) GPS OBS
 JZ3700  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JZ3700
 JZ3700  HORZ ORDER  -  FIRST
 JZ3700  ELLP ORDER  -  FOURTH    CLASS I
 JZ3700
 JZ3700.The horizontal coordinates were established by GPS observations
 JZ3700.and adjusted by the National Geodetic Survey in April 1998..
 JZ3700
 JZ3700.The orthometric height was determined by GPS observations and a
 JZ3700.high-resolution geoid model.
 JZ3700
 JZ3700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3700
 JZ3700.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3700
 JZ3700.The ellipsoidal height was determined by GPS observations
 JZ3700.and is referenced to NAD 83.
 JZ3700
 JZ3700.The geoid height was determined by GEOID03.
 JZ3700
 JZ3700;                    North         East     Units Scale Factor Converg.
 JZ3700;SPC OH S     -   208,173.695   467,292.254   MT  0.99997102   -0 59 03.2
 JZ3700;UTM  16      - 4,416,926.362   752,229.558   MT  1.00038330   +1 53 28.2
 JZ3700;UTM  17      - 4,417,220.270   239,021.229   MT  1.00043859   -1 57 24.5
 JZ3700
 JZ3700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3700!SPC OH S     -   0.99996541  x   0.99997102  =   0.99993643
 JZ3700!UTM  16      -   0.99996541  x   1.00038330  =   1.00034870
 JZ3700!UTM  17      -   0.99996541  x   1.00043859  =   1.00040399
 JZ3700
 JZ3700                          SUPERSEDED SURVEY CONTROL
 JZ3700
 JZ3700  ELLIP H (04/01/98)  220.54   (m)                       GP(       ) 4 1
 JZ3700  NAD 83(1986)-  39 51 53.68826(N)    084 03 04.09448(W) AD(       ) 1
 JZ3700
 JZ3700.Superseded values are not recommended for survey control.
 JZ3700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3700.See file dsdata.txt to determine how the superseded data were derived.
 JZ3700
 JZ3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5223016926(NAD 83)
 JZ3700_MARKER: DD = SURVEY DISK
 JZ3700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3700_SP_SET: CONCRETE POST
 JZ3700_STAMPING: 9 1993
 JZ3700_MARK LOGO: OH-023
 JZ3700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3700+STABILITY: SURFACE MOTION
 JZ3700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3700+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3700
 JZ3700  HISTORY     - Date     Condition        Report By
 JZ3700  HISTORY     - 1993     MONUMENTED       GEOMET
 JZ3700
 JZ3700                          STATION DESCRIPTION
 JZ3700
 JZ3700'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 JZ3700'THE STATION IS LOCATED IN CLARK COUNTY, OHIO IN BETHEL TOWNSHIP, 0.1
 JZ3700'MILES NORTH OF THE TOWN OF HUBER HEIGHTS.
 JZ3700'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH-DAYTON LAKEVIEW
 JZ3700'ROAD (STATE ROUTE 235) AND I-70 IN HUBER HEIGHTS, PROCEED EAST ALONG
 JZ3700'I-70 0.2 MILES TO THE EASTBOUND TRAVEL LANE AND NORTHWEST OF THE
 JZ3700'NORTHBOUND STATE ROUTE 235 ENTRANCE RAMP TO EASTBOUND I-70 AND THE
 JZ3700'STATION ON THE RIGHT SOUTH OF THE COUNTY SIGN.
 JZ3700'THE STATION IS A 3.25 INCH ALUMINUM CLARK COUNTY DISK SET IN CONCRETE
 JZ3700'FLUSH WITH THE GROUND AND STAMPED 9 1993.
 JZ3700'THE STATION IS 15.1 FEET SOUTHEAST FROM A PK NAIL IN THE EDGE OF THE
 JZ3700'PAVEMENT OF EAST BOUND TRAVEL LANE OF I-70, 19.0 FEET NORTHWEST FROM
 JZ3700'A NAIL IN THE EDGE OF THE PAVEMENT OF THE RAMP, AND APPROXIMATELY
 JZ3700'108.0 FEET WEST FROM THE EDGE OF THE GRASS ISLAND WHERE RAMP AND
 JZ3700'TRAVEL LANE MERGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9349 ***********************************************************************
 AE9349  DESIGNATION -  CLARK 90
 AE9349  PID         -  AE9349
 AE9349  STATE/COUNTY-  OH/CLARK
 AE9349  USGS QUAD   -  SPRINGFIELD (1981)
 AE9349
 AE9349                         *CURRENT SURVEY CONTROL
 AE9349  ___________________________________________________________________
 AE9349* NAD 83(1995)-  39 59 27.08121(N)    083 50 14.61619(W)     ADJUSTED  
 AE9349* NAVD 88     -       285.2    (meters)     936.     (feet)  GPS OBS   
 AE9349  ___________________________________________________________________
 AE9349  X           -     525,325.435 (meters)                     COMP
 AE9349  Y           -  -4,865,274.437 (meters)                     COMP
 AE9349  Z           -   4,077,369.601 (meters)                     COMP
 AE9349  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AE9349  ELLIP HEIGHT-         251.85  (meters)          (10/07/05) GPS OBS
 AE9349  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AE9349
 AE9349  HORZ ORDER  -  FIRST
 AE9349  ELLP ORDER  -  THIRD     CLASS I
 AE9349
 AE9349.The horizontal coordinates were established by GPS observations
 AE9349.and adjusted by the National Geodetic Survey in April 1998..
 AE9349
 AE9349.The orthometric height was determined by GPS observations and a
 AE9349.high-resolution geoid model.
 AE9349
 AE9349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9349
 AE9349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9349
 AE9349.The ellipsoidal height was determined by GPS observations
 AE9349.and is referenced to NAD 83.
 AE9349
 AE9349.The geoid height was determined by GEOID03.
 AE9349
 AE9349;                    North         East     Units Scale Factor Converg.
 AE9349;SPC OH S     -   221,863.439   485,784.693   MT  0.99999187   -0 50 55.0
 AE9349;UTM  17      - 4,430,598.942   257,751.227   MT  1.00032251   -1 49 27.8
 AE9349
 AE9349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9349!SPC OH S     -   0.99996049  x   0.99999187  =   0.99995236
 AE9349!UTM  17      -   0.99996049  x   1.00032251  =   1.00028299
 AE9349
 AE9349:                Primary Azimuth Mark                     Grid Az
 AE9349:SPC OH S     -  CLARK 20                                 017 20 23.2
 AE9349:UTM  17      -  CLARK 20                                 018 18 56.0
 AE9349
 AE9349|---------------------------------------------------------------------|
 AE9349| PID    Reference Object                     Distance      Geod. Az  |
 AE9349|                                                           dddmmss.s |
 AE9349| JY1803 CLARK 20                            APPROX. 0.9 KM 0162928.2 |
 AE9349| AE9350 CLARK 94                            APPROX. 1.6 KM 1951318.7 |
 AE9349|---------------------------------------------------------------------|
 AE9349
 AE9349                          SUPERSEDED SURVEY CONTROL
 AE9349
 AE9349  ELLIP H (04/27/98)  251.91   (m)                       GP(       ) 3 1
 AE9349
 AE9349.Superseded values are not recommended for survey control.
 AE9349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9349.See file dsdata.txt to determine how the superseded data were derived.
 AE9349
 AE9349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5775130599(NAD 83)
 AE9349_MARKER: DD = SURVEY DISK
 AE9349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9349_STAMPING: 90 1996
 AE9349_MARK LOGO: OH-023
 AE9349_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9349+STABILITY: SURFACE MOTION
 AE9349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9349+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9349
 AE9349  HISTORY     - Date     Condition        Report By
 AE9349  HISTORY     - 1996     MONUMENTED       OH-023
 AE9349
 AE9349                          STATION DESCRIPTION
 AE9349
 AE9349'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9349'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9349'IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN 4, RANGE 10, SECTION 9
 AE9349'ABOUT 2.8 MILES (4.5 KM) NORTHWEST OF THE CITY OF SPRINGFIELD.  FROM
 AE9349'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 AE9349'PROCEED WEST ALONG MAIN STREET 1.96 MILES (3.15 KM) TO THE
 AE9349'INTERSECTION WITH W.  NORTH STREET (U.S.40) ,THEN CONTINUE WEST ALONG
 AE9349'NORTH STREET (U.S.40) APPROXIMATELY 0.63 MILES (1.01 KM) TO UPPER
 AE9349'VALLEY PIKE, THEN 4.5 MILES (7.2 KM) NORTH ALONG UPPER VALLEY PIKE.
 AE9349'THE STATION IS LOCATED WEST OF THE ROADWAY FROM THIS POINT.  THE
 AE9349'STATION IS A 3.25 INCH DIAMETER METAL CLARK COUNTY ENGINEER SURVEY
 AE9349'DISK SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED 90 1996.  THE
 AE9349'POINT IS REFERENCED 56.98 FEET (17.37 M) NORTH TO AN EXISTING POWER
 AE9349'POLE NO.139HF37, 26.73 FEET (8.15 M) NORTHEAST TO A PK NAIL IN CENTER
 AE9349'OF ROAD AND 29.50 FEET (8.99 M) SOUTHEAST TO A PK NAIL IN CENTER OF
 AE9349'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9329 ***********************************************************************
 AE9329  DESIGNATION -  CLARK 91
 AE9329  PID         -  AE9329
 AE9329  STATE/COUNTY-  OH/CLARK
 AE9329  USGS QUAD   -  SPRINGFIELD (1981)
 AE9329
 AE9329                         *CURRENT SURVEY CONTROL
 AE9329  ___________________________________________________________________
 AE9329* NAD 83(1995)-  39 59 22.12735(N)    083 48 46.37946(W)     ADJUSTED  
 AE9329* NAVD 88     -       286.8    (meters)     941.     (feet)  GPS OBS   
 AE9329  ___________________________________________________________________
 AE9329  X           -     527,417.391 (meters)                     COMP
 AE9329  Y           -  -4,865,148.139 (meters)                     COMP
 AE9329  Z           -   4,077,253.589 (meters)                     COMP
 AE9329  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AE9329  ELLIP HEIGHT-         253.49  (meters)          (10/07/05) GPS OBS
 AE9329  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AE9329
 AE9329  HORZ ORDER  -  FIRST
 AE9329  ELLP ORDER  -  THIRD     CLASS I
 AE9329
 AE9329.The horizontal coordinates were established by GPS observations
 AE9329.and adjusted by the National Geodetic Survey in April 1998..
 AE9329
 AE9329.The orthometric height was determined by GPS observations and a
 AE9329.high-resolution geoid model.
 AE9329
 AE9329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9329
 AE9329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9329
 AE9329.The ellipsoidal height was determined by GPS observations
 AE9329.and is referenced to NAD 83.
 AE9329
 AE9329.The geoid height was determined by GEOID03.
 AE9329
 AE9329;                    North         East     Units Scale Factor Converg.
 AE9329;SPC OH S     -   221,679.947   487,875.529   MT  0.99999162   -0 49 59.0
 AE9329;UTM  17      - 4,430,379.804   259,839.313   MT  1.00031010   -1 48 30.8
 AE9329
 AE9329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9329!SPC OH S     -   0.99996023  x   0.99999162  =   0.99995185
 AE9329!UTM  17      -   0.99996023  x   1.00031010  =   1.00027032
 AE9329
 AE9329:                Primary Azimuth Mark                     Grid Az
 AE9329:SPC OH S     -  CLARK 89                                 009 07 01.3
 AE9329:UTM  17      -  CLARK 89                                 010 05 33.1
 AE9329
 AE9329|---------------------------------------------------------------------|
 AE9329| PID    Reference Object                     Distance      Geod. Az  |
 AE9329|                                                           dddmmss.s |
 AE9329| AE9331 CLARK 89                            APPROX. 1.3 KM 0081702.3 |
 AE9329|---------------------------------------------------------------------|
 AE9329
 AE9329                          SUPERSEDED SURVEY CONTROL
 AE9329
 AE9329  ELLIP H (04/27/98)  253.56   (m)                       GP(       ) 3 1
 AE9329
 AE9329.Superseded values are not recommended for survey control.
 AE9329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9329.See file dsdata.txt to determine how the superseded data were derived.
 AE9329
 AE9329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5983930380(NAD 83)
 AE9329_MARKER: DD = SURVEY DISK
 AE9329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9329_STAMPING: 91 1996
 AE9329_MARK LOGO: OH-023
 AE9329_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9329+STABILITY: SURFACE MOTION
 AE9329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9329+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9329
 AE9329  HISTORY     - Date     Condition        Report By
 AE9329  HISTORY     - 1996     MONUMENTED       OH-023
 AE9329
 AE9329                          STATION DESCRIPTION
 AE9329
 AE9329'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9329'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9329'IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN 4,RANGE 10,SECTION 3,
 AE9329'ABOUT 4.3 MILES (6.9 KM) NORTH OF THE CITY OF SPRINGFIELD.  FROM
 AE9329'SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN AVENUE,
 AE9329'PROCEED WEST ALONG MAIN STREET 1.96 MILES (3.15 KM) TO THE
 AE9329'INTERSECTION WITH W.  NORTH STREET (S.R.40) , THEN WEST ON NORTH
 AE9329'STREET 0.50 MILES (0.80 KM) TO S.R.68, ENTER THE RAMP FOR NORTH 68 AND
 AE9329'PROCEED 5.0 MILES (8.0 KM) NORTH ALONG S.R.68.  THE STATION IS LOCATED
 AE9329'ON THE OPPOSITE SIDE ACROSS FROM THIS POINT AND IS ALSO LOCATED
 AE9329'APPROXIMATELY 600 FEET (182.9 M) NORTH OF S.R.334 OVERPASS. THE
 AE9329'STATION IS A 3.25 INCH DIAMETER METAL CLARK COUNTY ENGINEER DISK SET
 AE9329'IN A CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED 91 1996.  THE
 AE9329'STATION IS REFERENCED 40.0 FEET (12.2 M) EAST TO A PK NAIL IN CONCRETE
 AE9329'DIVIDER BETWEEN THE SOUTHBOUND LANES AND EXIT LANE, 69.O5 FEET NORTH
 AE9329'TO A SIGN POST AND 91.06 FEET (27.76 M) SOUTH TO A LAMP POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9341 ***********************************************************************
 AE9341  DESIGNATION -  CLARK 92
 AE9341  PID         -  AE9341
 AE9341  STATE/COUNTY-  OH/CLARK
 AE9341  USGS QUAD   -  SPRINGFIELD (1981)
 AE9341
 AE9341                         *CURRENT SURVEY CONTROL
 AE9341  ___________________________________________________________________
 AE9341* NAD 83(1995)-  39 59 15.57216(N)    083 46 57.81550(W)     ADJUSTED  
 AE9341* NAVD 88     -       323.4    (meters)    1061.     (feet)  GPS OBS   
 AE9341  ___________________________________________________________________
 AE9341  X           -     529,995.110 (meters)                     COMP
 AE9341  Y           -  -4,865,026.885 (meters)                     COMP
 AE9341  Z           -   4,077,122.171 (meters)                     COMP
 AE9341  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 AE9341  ELLIP HEIGHT-         290.05  (meters)          (10/07/05) GPS OBS
 AE9341  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 AE9341
 AE9341  HORZ ORDER  -  FIRST
 AE9341  ELLP ORDER  -  THIRD     CLASS I
 AE9341
 AE9341.The horizontal coordinates were established by GPS observations
 AE9341.and adjusted by the National Geodetic Survey in April 1998..
 AE9341
 AE9341.The orthometric height was determined by GPS observations and a
 AE9341.high-resolution geoid model.
 AE9341
 AE9341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9341
 AE9341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9341
 AE9341.The ellipsoidal height was determined by GPS observations
 AE9341.and is referenced to NAD 83.
 AE9341
 AE9341.The geoid height was determined by GEOID03.
 AE9341
 AE9341;                    North         East     Units Scale Factor Converg.
 AE9341;SPC OH S     -   221,440.772   490,447.957   MT  0.99999128   -0 48 50.1
 AE9341;UTM  17      - 4,430,096.788   262,408.096   MT  1.00029499   -1 47 20.7
 AE9341
 AE9341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9341!SPC OH S     -   0.99995450  x   0.99999128  =   0.99994578
 AE9341!UTM  17      -   0.99995450  x   1.00029499  =   1.00024948
 AE9341
 AE9341                          SUPERSEDED SURVEY CONTROL
 AE9341
 AE9341  ELLIP H (04/27/98)  290.12   (m)                       GP(       ) 3 1
 AE9341
 AE9341.Superseded values are not recommended for survey control.
 AE9341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9341.See file dsdata.txt to determine how the superseded data were derived.
 AE9341
 AE9341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6240830097(NAD 83)
 AE9341_MARKER: DD = SURVEY DISK
 AE9341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9341_STAMPING: 92 1996
 AE9341_MARK LOGO: OH-023
 AE9341_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9341+STABILITY: SURFACE MOTION
 AE9341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9341+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9341
 AE9341  HISTORY     - Date     Condition        Report By
 AE9341  HISTORY     - 1996     MONUMENTED       OH-023
 AE9341
 AE9341                          STATION DESCRIPTION
 AE9341
 AE9341'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9341'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9341'IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP, TOWN 5,RANGE 10,SECTION
 AE9341'27, APPROXIMATELY 4.5 MILES (7.2 KM) NORTH OF THE CITY OF SPRINGFIELD.
 AE9341'AT SPRINGFIELD FROM THE INTERSECTION OF MAIN STREET AND FOUNTAIN
 AE9341'AVENUE, PROCEED NORTH ALONG FOUNTAIN AVENUE 2.0 MILES (3.2 KM) TO THE
 AE9341'INTERSECTION WITH HOME ROAD, THEN PROCEED EAST ON HOME ROAD 1.1 MILES
 AE9341'(1.8 KM) TO THE INTERSECTION WITH DERR ROAD, THEN PROCEED NORTH 2.5
 AE9341'MILES (4.0 KM) ALONG DERR ROAD.  THE STATION IS LOCATED EAST OF THE
 AE9341'ROADWAY FROM THIS POINT.  THE STATION IS A 3.25 INCH DIAMETER METAL
 AE9341'CLARK COUNTY ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH THE
 AE9341'GROUND AND STAMPED 92 1996.  THE STATION IS REFERENCED 22.37 FEET
 AE9341'(6.82 M) WEST TO A PK NAIL IN CENTER OF ROAD, 42.67 FEET (13.01 M)
 AE9341'SOUTH TO A TELEPHONE POLE NO.4400 AND 64.26 FEET (19.59 M) SOUTHEAST
 AE9341'TO A POWER POLE NO.139HC/2C-2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9342 ***********************************************************************
 AE9342  DESIGNATION -  CLARK 93
 AE9342  PID         -  AE9342
 AE9342  STATE/COUNTY-  OH/CLARK
 AE9342  USGS QUAD   -  SPRINGFIELD (1981)
 AE9342
 AE9342                         *CURRENT SURVEY CONTROL
 AE9342  ___________________________________________________________________
 AE9342* NAD 83(1995)-  39 59 09.51844(N)    083 45 15.55825(W)     ADJUSTED  
 AE9342* NAVD 88     -       331.2    (meters)    1087.     (feet)  GPS OBS   
 AE9342  ___________________________________________________________________
 AE9342  X           -     532,420.624 (meters)                     COMP
 AE9342  Y           -  -4,864,888.787 (meters)                     COMP
 AE9342  Z           -   4,076,984.144 (meters)                     COMP
 AE9342  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 AE9342  ELLIP HEIGHT-         297.89  (meters)          (10/07/05) GPS OBS
 AE9342  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 AE9342
 AE9342  HORZ ORDER  -  FIRST
 AE9342  ELLP ORDER  -  THIRD     CLASS I
 AE9342
 AE9342.The horizontal coordinates were established by GPS observations
 AE9342.and adjusted by the National Geodetic Survey in April 1998..
 AE9342
 AE9342.The orthometric height was determined by GPS observations and a
 AE9342.high-resolution geoid model.
 AE9342
 AE9342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9342
 AE9342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9342
 AE9342.The ellipsoidal height was determined by GPS observations
 AE9342.and is referenced to NAD 83.
 AE9342
 AE9342.The geoid height was determined by GEOID03.
 AE9342
 AE9342;                    North         East     Units Scale Factor Converg.
 AE9342;SPC OH S     -   221,219.997   492,871.135   MT  0.99999097   -0 47 45.2
 AE9342;UTM  17      - 4,429,834.734   264,827.884   MT  1.00028091   -1 46 14.7
 AE9342
 AE9342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9342!SPC OH S     -   0.99995327  x   0.99999097  =   0.99994424
 AE9342!UTM  17      -   0.99995327  x   1.00028091  =   1.00023417
 AE9342
 AE9342:                Primary Azimuth Mark                     Grid Az
 AE9342:SPC OH S     -  CLARK 35                                 156 26 23.2
 AE9342:UTM  17      -  CLARK 35                                 157 24 52.7
 AE9342
 AE9342|---------------------------------------------------------------------|
 AE9342| PID    Reference Object                     Distance      Geod. Az  |
 AE9342|                                                           dddmmss.s |
 AE9342| JY1823 CLARK 35                            APPROX. 1.2 KM 1553838.0 |
 AE9342|---------------------------------------------------------------------|
 AE9342
 AE9342                          SUPERSEDED SURVEY CONTROL
 AE9342
 AE9342  ELLIP H (04/27/98)  297.95   (m)                       GP(       ) 3 1
 AE9342
 AE9342.Superseded values are not recommended for survey control.
 AE9342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9342.See file dsdata.txt to determine how the superseded data were derived.
 AE9342
 AE9342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6482829835(NAD 83)
 AE9342_MARKER: DD = SURVEY DISK
 AE9342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9342_STAMPING: 93 1996
 AE9342_MARK LOGO: OH-023
 AE9342_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9342+STABILITY: SURFACE MOTION
 AE9342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9342+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9342
 AE9342  HISTORY     - Date     Condition        Report By
 AE9342  HISTORY     - 1996     MONUMENTED       OH-023
 AE9342
 AE9342                          STATION DESCRIPTION
 AE9342
 AE9342'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9342'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9342'IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP, TOWN 5, RANGE 10,
 AE9342'SECTION 15, APPROXIMATELY 5.0 MILES (8.0 KM) NORTHEAST OF THE CITY OF
 AE9342'SPRINGFIELD.  FROM SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND
 AE9342'FOUNTAIN AVENUE, PROCEED NORTH ONE BLOCK TO COLUMBIA STREET, THEN
 AE9342'PROCEED EAST ALONG COLUMBIA STREET 0.7 MILES (1.1 KM) EAST ALONG
 AE9342'E.COLUMBIA STREET, FOLLOWING THE SIGNS FOR LAGONDA AVENUE/NORTH S.R.4,
 AE9342'THEN PROCEED 1.2 MILES (1.9 KM) NORTHEAST ALONG LAGONDA AVENUE/S.R.4
 AE9342'TO N.  BELMONT AVENUE, THEN CONTINUE NORTH ALONG N.BELMONT
 AE9342'AVENUE/S.R.4 TO LAGONDA AVENUE/S.R.4, THEN PROCEED 2.5 MILES (4.0 KM)
 AE9342'NORTH ALONG LAGONDA AVENUE/S.R.4 TO BOSART ROAD, THEN PROCEED 1.1
 AE9342'MILES (1.8 KM) NORTH ALONG BOSART ROAD.  THE STATION IS LOCATED WEST
 AE9342'OF THE ROADWAY FROM THIS POINT  THE STATION IS A 3.25 INCH DIAMETER
 AE9342'METAL CLARK COUNTY ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH THE
 AE9342'GROUND AND STAMPED 93 1996.  THE STATION IS REFERENCED 104.34 FEET
 AE9342'(31.80 M) NORTHWEST TO A POWER POLE NO.  E139HB-130, 92.90 FEET (28.32
 AE9342'M) SOUTHEAST TO A TELEPHONE POLE NO.  4408 AND 25.09 FEET (7.65 M)
 AE9342'NORTHEAST TO A PK NAIL IN CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9350 ***********************************************************************
 AE9350  DESIGNATION -  CLARK 94
 AE9350  PID         -  AE9350
 AE9350  STATE/COUNTY-  OH/CLARK
 AE9350  USGS QUAD   -  SPRINGFIELD (1981)
 AE9350
 AE9350                         *CURRENT SURVEY CONTROL
 AE9350  ___________________________________________________________________
 AE9350* NAD 83(1995)-  39 58 38.23074(N)    083 50 31.89392(W)     ADJUSTED  
 AE9350* NAVD 88     -       283.1    (meters)     929.     (feet)  GPS OBS   
 AE9350  ___________________________________________________________________
 AE9350  X           -     525,021.577 (meters)                     COMP
 AE9350  Y           -  -4,866,279.428 (meters)                     COMP
 AE9350  Z           -   4,076,213.740 (meters)                     COMP
 AE9350  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AE9350  ELLIP HEIGHT-         249.74  (meters)          (10/07/05) GPS OBS
 AE9350  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AE9350
 AE9350  HORZ ORDER  -  FIRST
 AE9350  ELLP ORDER  -  THIRD     CLASS I
 AE9350
 AE9350.The horizontal coordinates were established by GPS observations
 AE9350.and adjusted by the National Geodetic Survey in April 1998..
 AE9350
 AE9350.The orthometric height was determined by GPS observations and a
 AE9350.high-resolution geoid model.
 AE9350
 AE9350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9350
 AE9350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9350
 AE9350.The ellipsoidal height was determined by GPS observations
 AE9350.and is referenced to NAD 83.
 AE9350
 AE9350.The geoid height was determined by GEOID03.
 AE9350
 AE9350;                    North         East     Units Scale Factor Converg.
 AE9350;SPC OH S     -   220,363.013   485,352.455   MT  0.99998939   -0 51 05.9
 AE9350;UTM  17      - 4,429,105.594   257,293.354   MT  1.00032524   -1 49 37.0
 AE9350
 AE9350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9350!SPC OH S     -   0.99996082  x   0.99998939  =   0.99995021
 AE9350!UTM  17      -   0.99996082  x   1.00032524  =   1.00028605
 AE9350
 AE9350:                Primary Azimuth Mark                     Grid Az
 AE9350:SPC OH S     -  CLARK 90                                 016 04 13.5
 AE9350:UTM  17      -  CLARK 90                                 017 02 44.6
 AE9350
 AE9350|---------------------------------------------------------------------|
 AE9350| PID    Reference Object                     Distance      Geod. Az  |
 AE9350|                                                           dddmmss.s |
 AE9350| AE9349 CLARK 90                            APPROX. 1.6 KM 0151307.6 |
 AE9350| AE9347 CLARK 96                            APPROX. 1.6 KM 1950913.4 |
 AE9350|---------------------------------------------------------------------|
 AE9350
 AE9350                          SUPERSEDED SURVEY CONTROL
 AE9350
 AE9350  ELLIP H (04/27/98)  249.80   (m)                       GP(       ) 3 1
 AE9350
 AE9350.Superseded values are not recommended for survey control.
 AE9350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9350.See file dsdata.txt to determine how the superseded data were derived.
 AE9350
 AE9350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5729329106(NAD 83)
 AE9350_MARKER: DD = SURVEY DISK
 AE9350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9350_STAMPING: 94 1996
 AE9350_MARK LOGO: OH-023
 AE9350_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9350+STABILITY: SURFACE MOTION
 AE9350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9350+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9350
 AE9350  HISTORY     - Date     Condition        Report By
 AE9350  HISTORY     - 1996     MONUMENTED       OH-023
 AE9350
 AE9350                          STATION DESCRIPTION
 AE9350
 AE9350'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9350'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9350'IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP,TOWN 4,RANGE 10,SECTION 8,
 AE9350'APPROXIMATELY 4.0 MILES (6.4 KM) NORTHWEST OF THE CITY OF SPRINGFIELD.
 AE9350'FROM SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN
 AE9350'AVENUE, PROCEED WEST ALONG MAIN STREET 1.96 MILES (3.15 KM) TO THE
 AE9350'INTERSECTION WITH W.NORTH STREET (U.S.40) ,THEN CONTINUE WEST ALONG
 AE9350'NORTH STREET (U.S.40) APPROXIMATELY 0.63 MILES (1.01 KM) TO UPPER
 AE9350'VALLEY PIKE, THEN PROCEED 3.6 MILES (5.8 KM) NORTH ALONG UPPER VALLEY
 AE9350'PIKE TO THE INTERSECTION AT ST.PARIS PIKE.  THE STATION IS LOCATED AT
 AE9350'THE SOUTHWEST QUADRANT OF THE INTERSECTION OF ST.PARIS PIKE AND UPPER
 AE9350'VALLEY PIKE.  THE STATION IS A 3.25 INCH DIAMETER METAL CLARK COUNTY
 AE9350'ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED
 AE9350'94 1996.  THE STATION IS REFERENCED 36.88 FEET (11.24 M) NORTHWEST TO
 AE9350'A PK NAIL IN CENTER OF ST.PARIS PIKE, 9.13 FEET (2.78 M) NORTH TO A
 AE9350'POWER POLE NO.140HF81 AND 28.24 FEET (8.61 M) TO A PK NAIL IN CENTER
 AE9350'OF UPPER VALLEY PIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9340 ***********************************************************************
 AE9340  DESIGNATION -  CLARK 95
 AE9340  PID         -  AE9340
 AE9340  STATE/COUNTY-  OH/CLARK
 AE9340  USGS QUAD   -  SPRINGFIELD (1981)
 AE9340
 AE9340                         *CURRENT SURVEY CONTROL
 AE9340  ___________________________________________________________________
 AE9340* NAD 83(1995)-  39 58 21.25118(N)    083 45 20.49073(W)     ADJUSTED  
 AE9340* NAVD 88     -       330.3    (meters)    1084.     (feet)  GPS OBS   
 AE9340  ___________________________________________________________________
 AE9340  X           -     532,408.262 (meters)                     COMP
 AE9340  Y           -  -4,865,851.760 (meters)                     COMP
 AE9340  Z           -   4,075,842.801 (meters)                     COMP
 AE9340  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AE9340  ELLIP HEIGHT-         297.06  (meters)          (10/07/05) GPS OBS
 AE9340  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 AE9340
 AE9340  HORZ ORDER  -  FIRST
 AE9340  ELLP ORDER  -  THIRD     CLASS I
 AE9340
 AE9340.The horizontal coordinates were established by GPS observations
 AE9340.and adjusted by the National Geodetic Survey in April 1998..
 AE9340
 AE9340.The orthometric height was determined by GPS observations and a
 AE9340.high-resolution geoid model.
 AE9340
 AE9340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9340
 AE9340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9340
 AE9340.The ellipsoidal height was determined by GPS observations
 AE9340.and is referenced to NAD 83.
 AE9340
 AE9340.The geoid height was determined by GEOID03.
 AE9340
 AE9340;                    North         East     Units Scale Factor Converg.
 AE9340;SPC OH S     -   219,733.084   492,733.421   MT  0.99998854   -0 47 48.3
 AE9340;UTM  17      - 4,428,349.945   264,664.852   MT  1.00028185   -1 46 16.1
 AE9340
 AE9340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9340!SPC OH S     -   0.99995340  x   0.99998854  =   0.99994194
 AE9340!UTM  17      -   0.99995340  x   1.00028185  =   1.00023524
 AE9340
 AE9340:                Primary Azimuth Mark                     Grid Az
 AE9340:SPC OH S     -  CLARK 35                                 061 35 53.5
 AE9340:UTM  17      -  CLARK 35                                 062 34 21.3
 AE9340
 AE9340|---------------------------------------------------------------------|
 AE9340| PID    Reference Object                     Distance      Geod. Az  |
 AE9340|                                                           dddmmss.s |
 AE9340| JY1823 CLARK 35                            APPROX. 0.7 KM 0604805.2 |
 AE9340|---------------------------------------------------------------------|
 AE9340
 AE9340                          SUPERSEDED SURVEY CONTROL
 AE9340
 AE9340  ELLIP H (04/27/98)  297.12   (m)                       GP(       ) 3 1
 AE9340
 AE9340.Superseded values are not recommended for survey control.
 AE9340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9340.See file dsdata.txt to determine how the superseded data were derived.
 AE9340
 AE9340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6466528350(NAD 83)
 AE9340_MARKER: DD = SURVEY DISK
 AE9340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9340_STAMPING: 95 1996
 AE9340_MARK LOGO: OH-023
 AE9340_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9340+STABILITY: SURFACE MOTION
 AE9340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9340+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9340
 AE9340  HISTORY     - Date     Condition        Report By
 AE9340  HISTORY     - 1996     MONUMENTED       OH-023
 AE9340
 AE9340                          STATION DESCRIPTION
 AE9340
 AE9340'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9340'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9340'IN CLARK COUNTY, OHIO IN MOOREFIELD TOWNSHIP, TOWN 5, RANGE 10,
 AE9340'SECTION 14, APPROXIMATELY 4.3 MILES (6.9 KM) NORTHEAST OF THE CITY OF
 AE9340'SPRINGFIELD.  FROM SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND
 AE9340'FOUNTAIN AVENUE, PROCEED NORTH ONE BLOCK TO COLUMBIA STREET, THEN
 AE9340'PROCEED EAST ALONG COLUMBIA STREET 0.7 MILES (1.1 KM) EAST ALONG
 AE9340'E.COLUMBIA STREET FOLLOWING THE SIGNS FOR LAGONDA AVENUE/NORTH S.R.4,
 AE9340'THEN PROCEED 1.2 MILES (1.9 KM) NORTHEAST ALONG LAGONDA AVENUE/S.R.4
 AE9340'TO N.  BELMONT AVENUE, THEN CONTINUE NORTH ALONG N.BELMONT
 AE9340'AVENUE/S.R.4 TO LAGONDA AVENUE/S.R.4, THEN PROCEED 2.5 MILES (4.0 KM)
 AE9340'NORTH ALONG LAGONDA AVENUE/S.R.4 TO BOSART ROAD, THEN PROCEED 700 FEET
 AE9340'(213.4 M) NORTH ALONG BOSART ROAD.  THE STATION IS LOCATED EAST OF THE
 AE9340'ROADWAY AT THIS POINT.  THE STATION IS A 3.25 INCH DIAMETER METAL
 AE9340'CLARK COUNTY ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH THE
 AE9340'GROUND AND STAMPED 95 1996.  THE STATION IS REFERENCED 39.47 FEET
 AE9340'(12.03 M) SOUTHWEST TO A POWER POLE NO.  140HB40, 17.00 FEET (5.18 M)
 AE9340'WEST TO A PK NAIL IN CENTER OF ROAD AND 53.54 FEET (16.32 M) NORTHWEST
 AE9340'TO A PK NAIL IN CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9347 ***********************************************************************
 AE9347  DESIGNATION -  CLARK 96
 AE9347  PID         -  AE9347
 AE9347  STATE/COUNTY-  OH/CLARK
 AE9347  USGS QUAD   -  SPRINGFIELD (1981)
 AE9347
 AE9347                         *CURRENT SURVEY CONTROL
 AE9347  ___________________________________________________________________
 AE9347* NAD 83(1995)-  39 57 48.48087(N)    083 50 49.40364(W)     ADJUSTED  
 AE9347* NAVD 88     -       279.1    (meters)     916.     (feet)  GPS OBS   
 AE9347  ___________________________________________________________________
 AE9347  X           -     524,713.808 (meters)                     COMP
 AE9347  Y           -  -4,867,301.023 (meters)                     COMP
 AE9347  Z           -   4,075,035.203 (meters)                     COMP
 AE9347  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AE9347  ELLIP HEIGHT-         245.78  (meters)          (10/07/05) GPS OBS
 AE9347  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AE9347
 AE9347  HORZ ORDER  -  FIRST
 AE9347  ELLP ORDER  -  THIRD     CLASS I
 AE9347
 AE9347.The horizontal coordinates were established by GPS observations
 AE9347.and adjusted by the National Geodetic Survey in April 1998..
 AE9347
 AE9347.The orthometric height was determined by GPS observations and a
 AE9347.high-resolution geoid model.
 AE9347
 AE9347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9347
 AE9347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9347
 AE9347.The ellipsoidal height was determined by GPS observations
 AE9347.and is referenced to NAD 83.
 AE9347
 AE9347.The geoid height was determined by GEOID03.
 AE9347
 AE9347;                    North         East     Units Scale Factor Converg.
 AE9347;SPC OH S     -   218,834.963   484,914.139   MT  0.99998692   -0 51 17.0
 AE9347;UTM  17      - 4,427,584.710   256,828.941   MT  1.00032802   -1 49 46.4
 AE9347
 AE9347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9347!SPC OH S     -   0.99996144  x   0.99998692  =   0.99994836
 AE9347!UTM  17      -   0.99996144  x   1.00032802  =   1.00028945
 AE9347
 AE9347:                Primary Azimuth Mark                     Grid Az
 AE9347:SPC OH S     -  CLARK 94                                 016 00 19.2
 AE9347:UTM  17      -  CLARK 94                                 016 58 48.6
 AE9347
 AE9347|---------------------------------------------------------------------|
 AE9347| PID    Reference Object                     Distance      Geod. Az  |
 AE9347|                                                           dddmmss.s |
 AE9347| AE9350 CLARK 94                            APPROX. 1.6 KM 0150902.2 |
 AE9347|---------------------------------------------------------------------|
 AE9347
 AE9347                          SUPERSEDED SURVEY CONTROL
 AE9347
 AE9347  ELLIP H (04/27/98)  245.84   (m)                       GP(       ) 3 1
 AE9347
 AE9347.Superseded values are not recommended for survey control.
 AE9347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9347.See file dsdata.txt to determine how the superseded data were derived.
 AE9347
 AE9347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5682927585(NAD 83)
 AE9347_MARKER: DD = SURVEY DISK
 AE9347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9347_STAMPING: 96 1996
 AE9347_MARK LOGO: OH-023
 AE9347_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9347+STABILITY: SURFACE MOTION
 AE9347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9347+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9347
 AE9347  HISTORY     - Date     Condition        Report By
 AE9347  HISTORY     - 1996     MONUMENTED       OH-023
 AE9347
 AE9347                          STATION DESCRIPTION
 AE9347
 AE9347'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9347'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9347'IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP,TOWN 4,RANGE 10,SECTION 7,
 AE9347'APPROXIMATELY 3.2 MILES (5.1 KM) NORTHWEST OF THE CITY OF SPRINGFIELD.
 AE9347'FROM SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN
 AE9347'AVENUE, PROCEED WEST ALONG MAIN STREET 1.96 MILES (3.15 KM) TO THE
 AE9347'INTERSECTION WITH W.NORTH STREET (U.S.40) ,THEN CONTINUE WEST ALONG
 AE9347'W.NORTH STREET (U.S.40) APPROXIMATELY 0.60 MILES (0.97 KM) TO UPPER
 AE9347'VALLEY PIKE, THEN PROCEED 2.6 MILES (4.2 KM) NORTH ALONG UPPER VALLEY
 AE9347'PIKE.  THE STATION IS LOCATED WEST OF THE ROADWAY AT THIS POINT AND IS
 AE9347'ALSO LOCATED 370 FEET (112.8 M) NORTH OF 5 FT.  (1.5 M) X 8 FT.  (2.4
 AE9347'M) BOX CULVERT.  THE STATION IS A 3.25 INCH DIAMETER METAL CLARK
 AE9347'COUNTY ENGINEER SURVEY DISK SET IN CONCRETE FLUSH WITH THE GROUND AND
 AE9347'STAMPED 96 1996.  THE STATION IS REFERENCED 31.95 FEET (9.74 M) EAST
 AE9347'TO A PK NAIL IN CENTER OF ROAD, 44.27 FEET (13.49 M) SOUTH TO A POWER
 AE9347'POLE AND 84.62 FEET (25.79 M) SOUTHWEST TO A POWER NO.  141HG51.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9346 ***********************************************************************
 AE9346  DESIGNATION -  CLARK 97
 AE9346  PID         -  AE9346
 AE9346  STATE/COUNTY-  OH/CLARK
 AE9346  USGS QUAD   -  SPRINGFIELD (1981)
 AE9346
 AE9346                         *CURRENT SURVEY CONTROL
 AE9346  ___________________________________________________________________
 AE9346* NAD 83(1995)-  39 57 03.56282(N)    083 51 52.47074(W)     ADJUSTED  
 AE9346* NAVD 88     -       325.9    (meters)    1069.     (feet)  GPS OBS   
 AE9346  ___________________________________________________________________
 AE9346  X           -     523,324.498 (meters)                     COMP
 AE9346  Y           -  -4,868,381.562 (meters)                     COMP
 AE9346  Z           -   4,074,003.275 (meters)                     COMP
 AE9346  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AE9346  ELLIP HEIGHT-         292.58  (meters)          (10/07/05) GPS OBS
 AE9346  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 AE9346
 AE9346  HORZ ORDER  -  FIRST
 AE9346  ELLP ORDER  -  THIRD     CLASS I
 AE9346
 AE9346.The horizontal coordinates were established by GPS observations
 AE9346.and adjusted by the National Geodetic Survey in April 1998..
 AE9346
 AE9346.The orthometric height was determined by GPS observations and a
 AE9346.high-resolution geoid model.
 AE9346
 AE9346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9346
 AE9346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9346
 AE9346.The ellipsoidal height was determined by GPS observations
 AE9346.and is referenced to NAD 83.
 AE9346
 AE9346.The geoid height was determined by GEOID03.
 AE9346
 AE9346;                    North         East     Units Scale Factor Converg.
 AE9346;SPC OH S     -   217,472.219   483,396.611   MT  0.99998475   -0 51 57.1
 AE9346;UTM  17      - 4,426,247.513   255,287.918   MT  1.00033728   -1 50 25.3
 AE9346
 AE9346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9346!SPC OH S     -   0.99995410  x   0.99998475  =   0.99993885
 AE9346!UTM  17      -   0.99995410  x   1.00033728  =   1.00029137
 AE9346
 AE9346:                Primary Azimuth Mark                     Grid Az
 AE9346:SPC OH S     -  CLARK 99                                 210 24 21.7
 AE9346:UTM  17      -  CLARK 99                                 211 22 49.9
 AE9346
 AE9346|---------------------------------------------------------------------|
 AE9346| PID    Reference Object                     Distance      Geod. Az  |
 AE9346|                                                           dddmmss.s |
 AE9346| AE9348 CLARK 99                            APPROX. 1.7 KM 2093224.6 |
 AE9346|---------------------------------------------------------------------|
 AE9346
 AE9346                          SUPERSEDED SURVEY CONTROL
 AE9346
 AE9346  ELLIP H (04/27/98)  292.64   (m)                       GP(       ) 3 1
 AE9346
 AE9346.Superseded values are not recommended for survey control.
 AE9346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9346.See file dsdata.txt to determine how the superseded data were derived.
 AE9346
 AE9346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5528826248(NAD 83)
 AE9346_MARKER: DD = SURVEY DISK
 AE9346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9346_STAMPING: 97 1996
 AE9346_MARK LOGO: OH-023
 AE9346_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9346+STABILITY: SURFACE MOTION
 AE9346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9346+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9346
 AE9346  HISTORY     - Date     Condition        Report By
 AE9346  HISTORY     - 1996     MONUMENTED       OH-023
 AE9346
 AE9346                          STATION DESCRIPTION
 AE9346
 AE9346'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9346'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9346'IN CLARK COUNTY, OHIO IN GERMAN TOWNSHIP, TOWN 4, RANGE 9, SECTION 18,
 AE9346'APPROXIMATELY 3.4 MILES (5.5 KM) NORTHWEST OF THE CITY OF SPRINGFIELD.
 AE9346'FROM SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN
 AE9346'AVENUE, PROCEED NORTH ONE BLOCK TO NORTH STREET, THEN PROCEED WEST 2.1
 AE9346'MILES (3.4 KM) ALONG NORTH STREET TO UPPER VALLEY PIKE, THEN TURN
 AE9346'NORTH AND PROCEED 2.1 MILES (3.4 KM) NORTH TO S.R.41, TURN WEST AND
 AE9346'PROCEED 0.7 MILES (1.1 KM) NORTHWEST ALONG S.R.41 TO MILLER ROAD, THEN
 AE9346'300 FEET (91.4 M) WEST ALONG MILLER ROAD.  THE STATION IS LOCATED
 AE9346'SOUTH OF THE ROADWAY FROM THIS POINT.  THE STATION IS A 3.25 INCH
 AE9346'DIAMETER METAL CLARK COUNTY ENGINEER SURVEY DISK SET IN CONCRETE FLUSH
 AE9346'WITH THE GROUND AND STAMPED 97 1996.  THE STATION IS REFERENCED 35.49
 AE9346'FEET (10.82 M) NORTHWEST TO A PK NAIL IN CENTER OF ROAD, 26.70 FEET
 AE9346'(8.14 M) NORTH TO A PK NAIL IN CENTER OF ROAD AND 39.37 FEET (12.00 M)
 AE9346'SOUTHEAST TO THE TOP CENTER OF 20 INCH REINFORCED CONCRETE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9330 ***********************************************************************
 AE9330  DESIGNATION -  CLARK 98
 AE9330  PID         -  AE9330
 AE9330  STATE/COUNTY-  OH/CLARK
 AE9330  USGS QUAD   -  SPRINGFIELD (1981)
 AE9330
 AE9330                         *CURRENT SURVEY CONTROL
 AE9330  ___________________________________________________________________
 AE9330* NAD 83(1995)-  39 56 53.68217(N)    083 48 44.98457(W)     ADJUSTED  
 AE9330* NAVD 88     -       312.3    (meters)    1025.     (feet)  GPS OBS   
 AE9330  ___________________________________________________________________
 AE9330  X           -     527,769.404 (meters)                     COMP
 AE9330  Y           -  -4,868,088.033 (meters)                     COMP
 AE9330  Z           -   4,073,760.892 (meters)                     COMP
 AE9330  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AE9330  ELLIP HEIGHT-         278.95  (meters)          (10/07/05) GPS OBS
 AE9330  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 AE9330
 AE9330  HORZ ORDER  -  FIRST
 AE9330  ELLP ORDER  -  THIRD     CLASS I
 AE9330
 AE9330.The horizontal coordinates were established by GPS observations
 AE9330.and adjusted by the National Geodetic Survey in April 1998..
 AE9330
 AE9330.The orthometric height was determined by GPS observations and a
 AE9330.high-resolution geoid model.
 AE9330
 AE9330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9330
 AE9330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9330
 AE9330.The ellipsoidal height was determined by GPS observations
 AE9330.and is referenced to NAD 83.
 AE9330
 AE9330.The geoid height was determined by GEOID03.
 AE9330
 AE9330;                    North         East     Units Scale Factor Converg.
 AE9330;SPC OH S     -   217,101.542   487,842.072   MT  0.99998427   -0 49 58.1
 AE9330;UTM  17      - 4,425,801.154   259,727.940   MT  1.00031077   -1 48 24.3
 AE9330
 AE9330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9330!SPC OH S     -   0.99995624  x   0.99998427  =   0.99994051
 AE9330!UTM  17      -   0.99995624  x   1.00031077  =   1.00026700
 AE9330
 AE9330                          SUPERSEDED SURVEY CONTROL
 AE9330
 AE9330  ELLIP H (04/27/98)  279.01   (m)                       GP(       ) 3 1
 AE9330
 AE9330.Superseded values are not recommended for survey control.
 AE9330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9330.See file dsdata.txt to determine how the superseded data were derived.
 AE9330
 AE9330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5972825801(NAD 83)
 AE9330_MARKER: DD = SURVEY DISK
 AE9330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9330_STAMPING: 98 1996
 AE9330_MARK LOGO: OH-023
 AE9330_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9330+STABILITY: SURFACE MOTION
 AE9330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9330+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9330
 AE9330  HISTORY     - Date     Condition        Report By
 AE9330  HISTORY     - 1996     MONUMENTED       OH-023
 AE9330
 AE9330                          STATION DESCRIPTION
 AE9330
 AE9330'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9330'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9330'IN CLARK COUNTY,OHIO IN SPRINGFIELD TOWNSHIP, TOWN 5,RANGE 9,SECTION
 AE9330'36, APPROXIMATELY 1.6 MILES (2.6 KM) NORTH OF THE CENTER OF THE CITY
 AE9330'OF SPRINGFIELD.  FROM SPRINGFIELD AT THE INTERSECTION OF MAIN STREET
 AE9330'AND FOUNTAIN AVENUE, PROCEED WEST ALONG MAIN STREET 0.50 MILES (0.80
 AE9330'KM) TO PLUM STREET, THEN TURN NORTH ON TO PLUM STREET, PROCEED 1.35
 AE9330'MILES (2.17 KM) TO THE INTERSECTION AT HARDING ROAD, TURN EAST ON TO
 AE9330'HARDING ROAD FOR ONE BLOCK TO PEMBROOK ROAD, TURN NORTH TWO BLOCKS ON
 AE9330'PEMBROOK ROAD.  THE STATION IS LOCATED EAST OF THE STREET AT THE
 AE9330'INTERSECTION TO PEMBROOK ROAD AND RIDGE MALL.  THE STATION IS A 3.25
 AE9330'INCH DIAMETER METAL CLARK COUNTY ENGINEER SURVEY DISK SET IN CONCRETE
 AE9330'FLUSH WITH THE GROUND AND STAMPED 98 1996.  THE STATION IS REFERENCED
 AE9330'56.85 FEET (17.33 M) SOUTHWEST TO A METAL LAMP POST, 20.48 FEET (6.24
 AE9330'M) WEST TO A PK NAIL IN CENTER OF PEMBROOK ROAD AND 38.10 FEET (11.61
 AE9330'M) NORTHWEST TO A PK NAIL ALSO IN THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE9348 ***********************************************************************
 AE9348  DESIGNATION -  CLARK 99
 AE9348  PID         -  AE9348
 AE9348  STATE/COUNTY-  OH/CLARK
 AE9348  USGS QUAD   -  SPRINGFIELD (1981)
 AE9348
 AE9348                         *CURRENT SURVEY CONTROL
 AE9348  ___________________________________________________________________
 AE9348* NAD 83(1995)-  39 56 16.24547(N)    083 52 27.30395(W)     ADJUSTED  
 AE9348* NAVD 88     -       313.7    (meters)    1029.     (feet)  GPS OBS   
 AE9348  ___________________________________________________________________
 AE9348  X           -     522,601.334 (meters)                     COMP
 AE9348  Y           -  -4,869,392.287 (meters)                     COMP
 AE9348  Z           -   4,072,876.548 (meters)                     COMP
 AE9348  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AE9348  ELLIP HEIGHT-         280.42  (meters)          (10/07/05) GPS OBS
 AE9348  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 AE9348
 AE9348  HORZ ORDER  -  FIRST
 AE9348  ELLP ORDER  -  THIRD     CLASS I
 AE9348
 AE9348.The horizontal coordinates were established by GPS observations
 AE9348.and adjusted by the National Geodetic Survey in April 1998..
 AE9348
 AE9348.The orthometric height was determined by GPS observations and a
 AE9348.high-resolution geoid model.
 AE9348
 AE9348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9348
 AE9348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9348
 AE9348.The ellipsoidal height was determined by GPS observations
 AE9348.and is referenced to NAD 83.
 AE9348
 AE9348.The geoid height was determined by GEOID03.
 AE9348
 AE9348;                    North         East     Units Scale Factor Converg.
 AE9348;SPC OH S     -   216,025.558   482,547.658   MT  0.99998250   -0 52 19.2
 AE9348;UTM  17      - 4,424,814.986   254,414.177   MT  1.00034256   -1 50 45.8
 AE9348
 AE9348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9348!SPC OH S     -   0.99995601  x   0.99998250  =   0.99993851
 AE9348!UTM  17      -   0.99995601  x   1.00034256  =   1.00029855
 AE9348
 AE9348:                Primary Azimuth Mark                     Grid Az
 AE9348:SPC OH S     -  CLARK 97                                 030 24 21.4
 AE9348:UTM  17      -  CLARK 97                                 031 22 48.0
 AE9348
 AE9348|---------------------------------------------------------------------|
 AE9348| PID    Reference Object                     Distance      Geod. Az  |
 AE9348|                                                           dddmmss.s |
 AE9348| AE9346 CLARK 97                            APPROX. 1.7 KM 0293202.2 |
 AE9348|---------------------------------------------------------------------|
 AE9348
 AE9348                          SUPERSEDED SURVEY CONTROL
 AE9348
 AE9348  ELLIP H (04/27/98)  280.47   (m)                       GP(       ) 3 1
 AE9348
 AE9348.Superseded values are not recommended for survey control.
 AE9348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9348.See file dsdata.txt to determine how the superseded data were derived.
 AE9348
 AE9348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5441424815(NAD 83)
 AE9348_MARKER: DD = SURVEY DISK
 AE9348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9348_STAMPING: 99 1996
 AE9348_MARK LOGO: OH-023
 AE9348_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9348+STABILITY: SURFACE MOTION
 AE9348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9348+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE9348
 AE9348  HISTORY     - Date     Condition        Report By
 AE9348  HISTORY     - 1996     MONUMENTED       OH-023
 AE9348
 AE9348                          STATION DESCRIPTION
 AE9348
 AE9348'DESCRIBED BY CLARK COUNTY OHIO 1996
 AE9348'DESCRIBED BY THE CLARK COUNTY ENGINEER 1996.  THE STATION IS LOCATED
 AE9348'IN CLARK COUNTY, OHIO IN SPRINGFIELD TOWNSHIP,TOWN 4,RANGE 9,SECTION
 AE9348'23, APPROXIMATELY 3.5 MILES (5.6 KM) WEST OF THE CITY OF SPRINGFIELD.
 AE9348'FROM SPRINGFIELD AT THE INTERSECTION OF MAIN STREET AND FOUNTAIN
 AE9348'AVENUE, PROCEED WEST ALONG MAIN STREET 1.96 MILES (3.15 KM) TO THE
 AE9348'INTERSECTION WITH W.NORTH STREET (U.S.40) , THEN CONTINUE WEST ALONG
 AE9348'W.NORTH STREET (U.S.40) APPROXIMATELY 0.60 MILES (0.97 KM) TO UPPER
 AE9348'VALLEY PIKE, THEN PROCEED 0.5 MILES (0.8 KM) NORTH ALONG UPPER VALLEY
 AE9348'PIKE TO SHRINE ROAD, TURN WEST AND FOLLOW SHRINE ROAD 1.0 MILE (1.6
 AE9348'KM) TO STATION ON RIGHT, APPROXIMATELY 600 FEET (182.9 M) SOUTH OF THE
 AE9348'SINTZ ROAD INTERSECTION.  THE STATION IS A 3.25 INCH DIAMETER METAL
 AE9348'CLARK COUNTY ENGINEER SURVEY DISK MOUNTED IN CONCRETE FLUSH WITH THE
 AE9348'GROUND AND STAMPED 99 1996.  THE STATION IS REFERENCED 19.60 FEET
 AE9348'(5.97 M) NORTH TO A POWER POLE NO.142HH24, 14.35 FEET (4.37 M) WEST TO
 AE9348'A PK NAIL IN CENTER OF ROAD AND 25.47 FEET (7.76 M) SOUTHWEST TO A PK
 AE9348'NAIL IN CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1878 ***********************************************************************
 DI1878  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1878  DESIGNATION -  CLARK COUNTY CORS ARP
 DI1878  CORS_ID     -  OHCL
 DI1878  PID         -  DI1878
 DI1878  STATE/COUNTY-  OH/CLARK
 DI1878  USGS QUAD   -  SPRINGFIELD (1981)
 DI1878
 DI1878                         *CURRENT SURVEY CONTROL
 DI1878  ___________________________________________________________________
 DI1878* NAD 83(CORS)-  39 56 38.04029(N)    083 50 16.40615(W)     ADJUSTED  
 DI1878* NAVD 88     -                                                        
 DI1878  ___________________________________________________________________
 DI1878  EPOCH DATE  -        2002.00
 DI1878  X           -     525,642.831 (meters)                     COMP
 DI1878  Y           -  -4,868,609.836 (meters)                     COMP
 DI1878  Z           -   4,073,374.489 (meters)                     COMP
 DI1878  ELLIP HEIGHT-         253.21  (meters)          (10/??/06) GPS OBS
 DI1878  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DI1878
 DI1878  HORZ ORDER  -  SPECIAL (CORS)
 DI1878  ELLP ORDER  -  SPECIAL (CORS)
 DI1878
 DI1878.ITRF positions are available for this station.
 DI1878.The coordinates were established by GPS observations
 DI1878.and adjusted by the National Geodetic Survey in October 2006..
 DI1878.The coordinates are valid at the epoch date displayed above.
 DI1878.The epoch date for horizontal control is a decimal equivalence
 DI1878.of Year/Month/Day.
 DI1878
 DI1878
 DI1878.The PID for the CORS L1 Phase Center is DI1879.
 DI1878
 DI1878.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1878
 DI1878.The ellipsoidal height was determined by GPS observations
 DI1878.and is referenced to NAD 83.
 DI1878
 DI1878.The geoid height was determined by GEOID03.
 DI1878
 DI1878;                    North         East     Units Scale Factor Converg.
 DI1878;SPC OH S     -   216,651.013   485,664.989   MT  0.99998353   -0 50 56.1
 DI1878
 DI1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1878!SPC OH S     -   0.99996028  x   0.99998353  =   0.99994381
 DI1878
 DI1878                          SUPERSEDED SURVEY CONTROL
 DI1878
 DI1878.No superseded survey control is available for this station.
 DI1878
 DI1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5754325388(NAD 83)
 DI1878_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1878
 DI1878                          STATION DESCRIPTION
 DI1878
 DI1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1878'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1878'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1878'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1878'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1878'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1879 ***********************************************************************
 DI1879  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1879  DESIGNATION -  CLARK COUNTY CORS L1 PHASE CENTER
 DI1879  CORS_ID     -  OHCL
 DI1879  PID         -  DI1879
 DI1879  STATE/COUNTY-  OH/CLARK
 DI1879  USGS QUAD   -  SPRINGFIELD (1981)
 DI1879
 DI1879                         *CURRENT SURVEY CONTROL
 DI1879  ___________________________________________________________________
 DI1879* NAD 83(CORS)-  39 56 38.04030(N)    083 50 16.40613(W)     ADJUSTED  
 DI1879* NAVD 88     -                                                        
 DI1879  ___________________________________________________________________
 DI1879  EPOCH DATE  -        2002.00
 DI1879  X           -     525,642.837 (meters)                     COMP
 DI1879  Y           -  -4,868,609.889 (meters)                     COMP
 DI1879  Z           -   4,073,374.534 (meters)                     COMP
 DI1879  ELLIP HEIGHT-         253.28  (meters)          (10/??/06) GPS OBS
 DI1879  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DI1879
 DI1879  HORZ ORDER  -  SPECIAL (CORS)
 DI1879  ELLP ORDER  -  SPECIAL (CORS)
 DI1879
 DI1879.ITRF positions are available for this station.
 DI1879.The coordinates were established by GPS observations
 DI1879.and adjusted by the National Geodetic Survey in October 2006..
 DI1879.The coordinates are valid at the epoch date displayed above.
 DI1879.The epoch date for horizontal control is a decimal equivalence
 DI1879.of Year/Month/Day.
 DI1879
 DI1879
 DI1879.The PID for the CORS ARP is DI1878.
 DI1879
 DI1879.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1879
 DI1879.The ellipsoidal height was determined by GPS observations
 DI1879.and is referenced to NAD 83.
 DI1879
 DI1879.The geoid height was determined by GEOID03.
 DI1879
 DI1879;                    North         East     Units Scale Factor Converg.
 DI1879;SPC OH S     -   216,651.013   485,664.989   MT  0.99998353   -0 50 56.1
 DI1879
 DI1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1879!SPC OH S     -   0.99996027  x   0.99998353  =   0.99994380
 DI1879
 DI1879                          SUPERSEDED SURVEY CONTROL
 DI1879
 DI1879.No superseded survey control is available for this station.
 DI1879
 DI1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5754325388(NAD 83)
 DI1879_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1879
 DI1879                          STATION DESCRIPTION
 DI1879
 DI1879'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1879'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1879'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1879'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1879'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1879'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1902 ***********************************************************************
 KZ1902  CBN         -  This is a Cooperative Base Network Control Station.
 KZ1902  DESIGNATION -  CLARK RESET
 KZ1902  PID         -  KZ1902
 KZ1902  STATE/COUNTY-  OH/FRANKLIN
 KZ1902  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ1902
 KZ1902                         *CURRENT SURVEY CONTROL
 KZ1902  ___________________________________________________________________
 KZ1902* NAD 83(1995)-  40 03 10.11462(N)    082 58 34.91855(W)     ADJUSTED  
 KZ1902* NAVD 88     -       273.3    (meters)     897.     (feet)  GPS OBS   
 KZ1902  ___________________________________________________________________
 KZ1902  X           -     597,835.416 (meters)                     COMP
 KZ1902  Y           -  -4,852,430.716 (meters)                     COMP
 KZ1902  Z           -   4,082,629.766 (meters)                     COMP
 KZ1902  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 KZ1902  ELLIP HEIGHT-         239.41  (meters)          (03/08/05) GPS OBS
 KZ1902  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KZ1902
 KZ1902  HORZ ORDER  -  B
 KZ1902  ELLP ORDER  -  FOURTH    CLASS II
 KZ1902
 KZ1902.The horizontal coordinates were established by GPS observations
 KZ1902.and adjusted by the National Geodetic Survey in August 1996..
 KZ1902
 KZ1902.The orthometric height was determined by GPS observations and a
 KZ1902.high-resolution geoid model.
 KZ1902
 KZ1902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1902
 KZ1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1902
 KZ1902.The ellipsoidal height was determined by GPS observations
 KZ1902.and is referenced to NAD 83.
 KZ1902
 KZ1902.The geoid height was determined by GEOID03.
 KZ1902
 KZ1902;                    North         East     Units Scale Factor Converg.
 KZ1902;SPC OH S     -   228,003.845   559,352.631   MT  1.00000391   -0 18 08.1
 KZ1902;UTM  17      - 4,435,489.940   331,422.185   MT  0.99994985   -1 16 19.5
 KZ1902
 KZ1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1902!SPC OH S     -   0.99996244  x   1.00000391  =   0.99996635
 KZ1902!UTM  17      -   0.99996244  x   0.99994985  =   0.99991230
 KZ1902
 KZ1902|---------------------------------------------------------------------|
 KZ1902| PID    Reference Object                     Distance      Geod. Az  |
 KZ1902|                                                           dddmmss.s |
 KZ1902| AJ1521 CLARK RM 1                          256.550 METERS 00218     |
 KZ1902| AJ1522 CLARK RM 2                           62.060 METERS 12112     |
 KZ1902| KZ1585 SHANNAHAN                           APPROX.11.9 KM 3471109.2 |
 KZ1902|---------------------------------------------------------------------|
 KZ1902
 KZ1902                          SUPERSEDED SURVEY CONTROL
 KZ1902
 KZ1902  ELLIP H (08/20/96)  239.42   (m)                       GP(       ) 4 2
 KZ1902  NAD 83(1986)-  40 03 10.12158(N)    082 58 34.92303(W) AD(       ) 1
 KZ1902  NAD 27      -  40 03 09.89400(N)    082 58 35.26500(W) AD(       ) 1
 KZ1902  NGVD 29 (09/26/89)  273.5    (m)          897.     (f) GPS OBS        
 KZ1902
 KZ1902.Superseded values are not recommended for survey control.
 KZ1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1902.See file dsdata.txt to determine how the superseded data were derived.
 KZ1902
 KZ1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3142235490(NAD 83)
 KZ1902_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1902_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1902_STAMPING: CLARK 1928 1982
 KZ1902_MARK LOGO: NGS   
 KZ1902_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1902+STABILITY: SURFACE MOTION
 KZ1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1902+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1995
 KZ1902
 KZ1902  HISTORY     - Date     Condition        Report By
 KZ1902  HISTORY     - 1984     MONUMENTED       NGS
 KZ1902  HISTORY     - 19831108 GOOD
 KZ1902  HISTORY     - 1987     GOOD             AEROS
 KZ1902  HISTORY     - 19951107 GOOD             NGS
 KZ1902
 KZ1902                          STATION DESCRIPTION
 KZ1902
 KZ1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KZ1902'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.  THE SURFACE
 KZ1902'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE NOT FOUND AND ARE
 KZ1902'ASSUMED DETSROYED.  A NEW SURFACE STATION MARK, REFERENCE MARKS 3 AND
 KZ1902'4 AND AZIMUTH MARK NO 2 WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 KZ1902'THE STATION IS LOCATED IN THE CITY OF COLUBUS ABOUT 10 KM (6.20 MI)
 KZ1902'NORTH OF THE CENTER OF TOWN, IN THE FRONT LAWN OF SAINT FRANCES DE
 KZ1902'SALLES HIGH SCHOOL.  TO REACH THE STATION FROM THE JUNCTION OF
 KZ1902'INTERSTATE ROUTE 71 AND U S ROUTE 23 (MORSE ROAD) , GO EAST ON MORSE
 KZ1902'ROAD FOR 2.0 KM (1.25 MI) TO KARL ROAD.  TURN RIGHT AND GO SOUTH 0.8
 KZ1902'KM (0.50 MI) TO THE STATION ON THE LEFT.
 KZ1902'THE STATION IS A STANDARD NGS DISK STAMPED---CLARK 1928 1982---, SET
 KZ1902'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN
 KZ1902'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 33.5 METERS
 KZ1902'(109.9 FT) WEST FROM THE SOUTHWEST CORNER OF THE SCHOOL, 26.2 METERS
 KZ1902'(86.0 FT) NORTH FROM THE CENTERLINE OF THE SOUTH DRIVE TO THE SCHOOL,
 KZ1902'12.6 METERS (41.3 FT) EAST FROM THE CENTERLINE OF KARL ROAD, 4.7
 KZ1902'METERS (15.4 FT) EAST FROM A POWER POLE, 2.6 METERS (8.5 FT) EAST FROM
 KZ1902'THE EAST EDGE OF THE SIDEWALK.
 KZ1902'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED---CLARK 1928 NO 3
 KZ1902'1982---, SET IN A DRILL HOLE IN A CONCRETE SIDEWALK.  THE STATION IS
 KZ1902'LOCATED 25.0 METERS (82.0 FT) NORTH FROM THE CENTERLINE OF THE SOUTH
 KZ1902'SCHOOL DRIVEWAY, 13.4 METERS (44.0 FT) WEST FROM THE SOUTHWEST CORNER
 KZ1902'OF THE SCHOOL, 0.2 METERS (0.7 FT) EAST FROM THE WEST EDGE OF THE
 KZ1902'SIDEWALK.
 KZ1902'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED---CLARK 1928 NO 4
 KZ1902'1982---, SET INTO A DRILL HOLE IN A CONCRETE SIDEWALK.  THE STATION IS
 KZ1902'LOCATED 9.9 METERS (32.5 FT) EAST FROM THE CENTERLINE OF KARL ROAD,
 KZ1902'8.5 METERS (27.9 FT) NORTH FROM THE CENTERLINE OF THE SOUTH SCHOOL
 KZ1902'DRIVEWAY, 0.2 METERS (0.7 FT) WEST FROM THE EAST EDGE OF THE SIDEWALK.
 KZ1902'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---CLARK 1928 NO 2
 KZ1902'1982---, SET INTO A DRIL HOLE IN A CONCRETE SIDEWALK.  THE STATION IS
 KZ1902'LOCATED 69.5 METERS (228.0 FT) NORTH FROM THE CENTERLINE OF SHOPPING
 KZ1902'CENTER ENTRANCE DRIVE, 8.1 METERS (26.6 FT) NORTH FROM A MANHOLE
 KZ1902'COVER, 2.4 METERS (7.9 FT) NORTHWEST FROM A METAL GUY POLE, 0.3 METERS
 KZ1902'(1.0 FT) WEST FROM THE EAST EDGE OF THE SIDEWALK.  TO REACH THE
 KZ1902'AZIMUTH MARK FROM THE STATION GO NORTH 0.5 KM (0.30 MI) TO THE MARK ON
 KZ1902'THE RIGHT.
 KZ1902
 KZ1902                          STATION RECOVERY (1983)
 KZ1902
 KZ1902'RECOVERED 1983
 KZ1902'RECOVERED IN GOOD CONDITION.
 KZ1902
 KZ1902                          STATION RECOVERY (1987)
 KZ1902
 KZ1902'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (TJA)
 KZ1902'THE STATION WAS RECOVERED AT THIS DATE.
 KZ1902'A NEW DESCRIPTION FOLLOWS.
 KZ1902'
 KZ1902'THE STATION IS LOCATED ABOUT 2.12 KM (1.32 MI)
 KZ1902'EAST-SOUTHEAST OF THE JUNCTION OF INTERSTATE 71 AND MORSE ROAD AT
 KZ1902'INTERCHANGE 116,
 KZ1902'5.02 KM (3.12 MI) SOUTHWEST OF THE OVERPASS OF STATE ROUTE 161 AT
 KZ1902'STATE ROUTE 3,
 KZ1902'0.24 KM (0.15 MI) NORTH OF THE INTERSECTION OF FERRIS ROAD AND KARL
 KZ1902'ROAD, WITHIN THE CITY OF COLUMBUS.
 KZ1902'OWNERSHIP--CATHOLIC DIOCESE OF COLUMBUS, 197 EAST GAY STREET,
 KZ1902'COLUMBUS, OHIO, PHONE NUMBER (614)228-2453.
 KZ1902'
 KZ1902'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 71 AND MORSE
 KZ1902'ROAD IN COLUMBUS, GO EAST FOR 1.9 KM (1.2 MI) ON MORSE ROAD TO THE
 KZ1902'JUNCTION OF KARL ROAD.
 KZ1902'TURN RIGHT AND GO SOUTH FOR 0.85 KM (0.53 MI) ON KARL ROAD TO THE
 KZ1902'DE SALES HIGH SCHOOL AND THE STATION ON THE LEFT ABOUT 25 METERS
 KZ1902'(85 FT) NORTH FROM THE DRIVEWAY AND 3 METERS (8 FT) EAST FROM THE
 KZ1902'SIDEWALK ON KARL ROAD.
 KZ1902'
 KZ1902'THE STATION IS A STANDARD NGS DISK
 KZ1902'STAMPED---CLARK 1928 1982---,
 KZ1902'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KZ1902'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 KZ1902'26.1 METERS (85.5 FT) NORTH FROM THE CENTERLINE OF THE SOUTH SCHOOL
 KZ1902'DRIVEWAY,
 KZ1902'20.08 METERS (65.87 FT) WEST FROM A SURVEY DISK STAMPED---CLARK
 KZ1902'RM-3 1982---,
 KZ1902'17.61 METERS (57.78 FT) NORTH-NORTHEAST FROM A SURVEY DISK
 KZ1902'STAMPED---CLARK RM-4 1982---,
 KZ1902'4.7 METERS (15.5 FT) EAST FROM A POWER POLE NUMBER 11B181,
 KZ1902'2.6 METERS (8.5 FT) EAST FROM THE EAST EDGE OF A NORTH-SOUTH
 KZ1902'SIDEWALK.
 KZ1902'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KZ1902'STAMPED---CLARK 1928 1982---,
 KZ1902'SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METERS BELOW THE
 KZ1902'SURFACE.
 KZ1902
 KZ1902                          STATION RECOVERY (1995)
 KZ1902
 KZ1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DAC)
 KZ1902'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3232 ***********************************************************************
 KY3232  DESIGNATION -  CLARKS HILL RESET
 KY3232  PID         -  KY3232
 KY3232  STATE/COUNTY-  OH/BELMONT
 KY3232  USGS QUAD   -  ST CLAIRSVILLE (1985)
 KY3232
 KY3232                         *CURRENT SURVEY CONTROL
 KY3232  ___________________________________________________________________
 KY3232* NAD 83(1995)-  40 06 18.19664(N)    080 57 44.58521(W)     ADJUSTED  
 KY3232* NAVD 88     -       413.3    (meters)    1356.     (feet)  GPS OBS   
 KY3232  ___________________________________________________________________
 KY3232  X           -     767,427.007 (meters)                     COMP
 KY3232  Y           -  -4,824,840.460 (meters)                     COMP
 KY3232  Z           -   4,087,158.983 (meters)                     COMP
 KY3232  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 KY3232  ELLIP HEIGHT-         379.59  (meters)          (10/07/05) GPS OBS
 KY3232  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY3232
 KY3232  HORZ ORDER  -  FIRST
 KY3232  ELLP ORDER  -  FOURTH    CLASS II
 KY3232
 KY3232.The horizontal coordinates were established by GPS observations
 KY3232.and adjusted by the National Geodetic Survey in October 2005..
 KY3232
 KY3232.The orthometric height was determined by GPS observations and a
 KY3232.high-resolution geoid model.
 KY3232
 KY3232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3232
 KY3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3232
 KY3232.The ellipsoidal height was determined by GPS observations
 KY3232.and is referenced to NAD 83.
 KY3232
 KY3232.The geoid height was determined by GEOID03.
 KY3232
 KY3232;                    North         East     Units Scale Factor Converg.
 KY3232;SPC OH S     -   234,813.970   731,097.083   MT  1.00001498   +0 58 32.3
 KY3232;SPC OH N     -    49,838.428   731,105.028   MT  1.00007906   +1 00 36.5
 KY3232;UTM  17      - 4,439,418.038   503,205.898   MT  0.99960013   +0 01 27.2
 KY3232
 KY3232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3232!SPC OH S     -   0.99994045  x   1.00001498  =   0.99995543
 KY3232!SPC OH N     -   0.99994045  x   1.00007906  =   1.00001951
 KY3232!UTM  17      -   0.99994045  x   0.99960013  =   0.99954061
 KY3232
 KY3232|---------------------------------------------------------------------|
 KY3232| PID    Reference Object                     Distance      Geod. Az  |
 KY3232|                                                           dddmmss.s |
 KY3232| KY3234 CLARKS HILL RM A                     25.786 METERS 01534     |
 KY3232| KY3205 HARRISVILLE TRI CO STANDPIPE        APPROX.11.2 KM 0505215.8 |
 KY3232| CX3435 CLARKS HILL RM 1                     20.120 METERS 10133     |
 KY3232| KY3218 ST CLAIRSVILLE DIST 2 SPIPE         APPROX. 8.9 KM 1120659.1 |
 KY3232| KY3226 ST CLAIRSVILLE MUNICIPAL TANK       APPROX. 5.9 KM 1162240.9 |
 KY3232| KY3224 ST CLAIRSVILLE KQC 437 MAST         APPROX. 3.2 KM 1422302.7 |
 KY3232| KY3223 ST CLAIRSVILLE BERRY STANDPIPE      APPROX. 3.6 KM 1571821.7 |
 KY3232| CX3436 CLARKS HILL RM 2                     20.380 METERS 26017     |
 KY3232| CX3434 CLARKS HILL AZ MK                                  2873305.9 |
 KY3232| KY3411 FLUSHING MUNICIPAL TANK             APPROX.10.1 KM 3000016.1 |
 KY3232|---------------------------------------------------------------------|
 KY3232
 KY3232                          SUPERSEDED SURVEY CONTROL
 KY3232
 KY3232  NAD 83(1995)-  40 06 18.18585(N)    080 57 44.58602(W) AD(       ) 1
 KY3232  NAD 83(1986)-  40 06 18.20097(N)    080 57 44.59296(W) AD(       ) 1
 KY3232  NAD 83(1986)-  40 06 18.19005(N)    080 57 44.59170(W) AD(       ) 1
 KY3232  NAD 27      -  40 06 17.95360(N)    080 57 45.25220(W) AD(       ) 1
 KY3232  NGVD 29 (07/19/86)  413.6    (m)         1357.     (f) VERT ANG       
 KY3232
 KY3232.Superseded values are not recommended for survey control.
 KY3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3232.See file dsdata.txt to determine how the superseded data were derived.
 KY3232
 KY3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0320639418(NAD 83)
 KY3232_MARKER: DD = SURVEY DISK
 KY3232_SETTING: 0 = UNSPECIFIED SETTING
 KY3232_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3232_STAMPING: CLARKSHILL USGS 1933
 KY3232_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY3232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY3232+STABILITY: POSITION/ELEVATION WELL
 KY3232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3232+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 KY3232
 KY3232  HISTORY     - Date     Condition        Report By
 KY3232  HISTORY     - 1933     MONUMENTED       CGS
 KY3232  HISTORY     - 1963     GOOD             CGS
 KY3232  HISTORY     - 1969     GOOD             CGS
 KY3232  HISTORY     - 19960606 GOOD             GEOONE
 KY3232
 KY3232                          STATION DESCRIPTION
 KY3232
 KY3232'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KY3232'ON THE HIGHEST POINT OF CLARKS HILL, FORMERLY OWNED BY THE SAMUEL
 KY3232'CLARK HEIRS, AND NOW OWNED BY HENRY DANIELS WHO LIVES
 KY3232'ABOUT 1 MILE SOUTHEAST OF THE STATION.  THE HILL IS CLEAR EXCEPT
 KY3232'FOR A FEW LOCUST TREES NEAR THE SUMMIT.  MARK IS 9.0 FEET
 KY3232'NORTH OF AN EAST-WEST FENCE LINE, THERE IS A CULTIVATED FIELD TO
 KY3232'THE SOUTH AND PASTURE LAND TO THE NORTH.  MARK PROJECTS 8
 KY3232'INCHES.
 KY3232'
 KY3232'TO REACH FROM BANNOCK, GO NORTH 0.5 MILE, BY PAVED BRICK ROAD, TO ROAD
 KY3232'CROSSING, DIRT ROAD LEADS TO RIGHT AND PAVED ROAD TO LEFT.
 KY3232'AZIMUTH MARK IS AT THIS INTERSECTION.  TURN RIGHT AND
 KY3232'CONTINUE DOWN STEEP HILL TO COAL MINES AND ROAD FORKS (0.4
 KY3232'MILE), TURN RIGHT AND CROSS BRIDGE AND RAILROAD TRACKS AND FOLLOW
 KY3232'ROAD TO THE LEFT UP HILL 0.8 MILE TO THE CHARLES LEE
 KY3232'FARM, WHICH IS FIRST FARM WITH HOUSE ON LEFT AND BARN ON RIGHT
 KY3232'SIDE OF ROAD, TURN LEFT THROUGH GATE INTO PASTURE 0.2 MILE TO
 KY3232'LINE ROAD AND GATE TO FIELD, THROUGH PASTURE TO DIM ROAD AND GATE
 KY3232'TO FIELD, THEN PASS THROUGH GATE AND FOLLOW DIM ROAD ABOUT
 KY3232'0.1 MILE TO A BARN, TURN HARD LEFT AND PROCEED ABOUT 0.15 MILE
 KY3232'UP STEEP HILL TO SUMMIT AND STATION SITE. STATION WAS REMARKED.
 KY3232'
 KY3232'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KY3232'DISKS IN CONCRETE.
 KY3232'
 KY3232'THE REFERENCE MARKS ARE ON THE FENCE LINE AND ON EITHER SIDE OF
 KY3232'SUMMIT. REFERENCE MARK NO. 1 IS EAST OF STATION AND
 KY3232'PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS WEST OF STATION
 KY3232'AND PROJECTS 7 INCHES.
 KY3232'
 KY3232'AZIMUTH MARK IS 0.5 MILE NORTH OF BANNOCK, 50 FEET NORTH OF DIRT
 KY3232'ROAD EAST, 20 FEET SOUTH OF PAVED ROAD WEST, 15 FEET
 KY3232'NORTH OF A CONCRETE CULVERT, ON A FENCE LINE WHICH PARALLELS
 KY3232'THE MAIN ROAD, AND PROJECTS 2 INCHES.
 KY3232'
 KY3232'A 77-FOOT TOWER WAS ERECTED.  IT IS PROBABLY THAT ALL STATIONS ARE
 KY3232'VISIBLE FROM THE GROUND EXCEPT TIPPECANOE.
 KY3232
 KY3232                          STATION RECOVERY (1963)
 KY3232
 KY3232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3232'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KY3232'CONDITION AT THIS TIME.  THE DIRECTION TO THE AZIMUTH MARK WAS
 KY3232'FOUND TO BE 5.6 SECONDS SMALLER THAN THE PREVIOUS DIRECTION.  THE
 KY3232'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE.08 OF A FOOT SHORTER THAN
 KY3232'THE PREVIOUS MEASUREMENT AND THE DIRECTION 1 MINUTE AND 6 SECONDS
 KY3232'LARGER.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE.18 OF A
 KY3232'FOOT SHORTER THAN THE PREVIOUS MEASUREMENT AND THE
 KY3232'DIRECTION LARGER BY 5 MINUTES AND 30 SECONDS.  DUE TO VARIOUS
 KY3232'CHANGES A NEW DESCRIPTION FOLLOWS.
 KY3232'
 KY3232'ABOUT 4 MILES NORTHWEST OF ST CLAIRSVILLE, 3/4 MILE NORTHEAST OF
 KY3232'BANNOCK, ON THE HIGHEST POINT OF CLARK HILL, AND ON THE PROPERTY
 KY3232'OF MR. HENRY DANIELS.  IT IS 53 FEET NORTHWEST OF A 4 INCH WILD
 KY3232'CHERRY TREE, 43 FEET EAST OF A 10 INCH LOCUST TREE, 12 FEET NORTH
 KY3232'OF A WITNESS POST AND A FENCE.  THE MONUMENT PROJECTS 12 INCHES
 KY3232'AND THE DISK IS STAMPED CLARKS HILL USGS 1933.
 KY3232'
 KY3232'TO REACH THE STATION FROM THE POST OFFICE IN BANNOCK, GO NORTH ON
 KY3232'STATE HIGHWAY 331 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT AND
 KY3232'COUNTY ROAD 10 TO THE RIGHT. TURN RIGHT ON ROAD 10 AND GO
 KY3232'EASTERLY FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT CROSSING
 KY3232'RAILROAD TRACKS AND A BRIDGE AND GO SOUTHERLY FOR 0.1 MILE TO A
 KY3232'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO A SIDE ROAD LEFT.
 KY3232'TURN LEFT AND GO EASTERLY ON THE GRAVELED ROAD FOR 0.15 MILE TO A
 KY3232'DRIVEWAY ON THE LEFT.  TURN LEFT ON THE DRIVEWAY PASSING TO THE
 KY3232'WEST SIDE OF THE HOUSE FOR ABOUT 200 FEET TO A GATE.  PASS THROUGH
 KY3232'THE GATE AND CONTINUE NORTHERLY ON A TRACK ROAD FOR 0.1 MILE TO A
 KY3232'BARN ON THE RIGHT.  BEAR LEFT AND GO WESTERLY UP STEEP SLOPE FOR
 KY3232'ABOUT 0.1 MILE TO THE HIGHEST POINT AND THE
 KY3232'STATION.
 KY3232'
 KY3232'REFERENCE MARK 1 IS 64 FEET EAST OF THE WITNESS POST, 15 FEET
 KY3232'EAST OF THE CHERRY TREE AND 1 FOOT NORTH OF THE FENCE.  THE
 KY3232'MONUMENT PROJECTS 9 INCHES AND THE DISK IS STAMPED CLARKS HILL
 KY3232'USGS 1933.
 KY3232'
 KY3232'REFERENCE MARK 2 IS 66 FEET WEST OF THE WITNESS POST, 31 FEET
 KY3232'EAST OF A 10 INCH ELM TREE AND 1 FOOT NORTH OF A FENCE.  THE
 KY3232'MONUMENT PROJECTS 12 INCHES AND THE DISK IS STAMPED CLARKS HILL
 KY3232'USGS 1933.
 KY3232'
 KY3232'THE AZIMUTH MARK IS 48 FEET NORTHWEST OF THE INTERSECTION, 20 FEET
 KY3232'WEST OF THE CENTERLINE OF HIGHWAY 331, 1 FOOT SOUTH OF A WITNESS
 KY3232'POST, AND 1 FOOT EAST OF A FENCE.  THE MONUMENT IS FLUSH AND
 KY3232'THE DISK IS STAMPED CLARKS HILL USGS 1933.
 KY3232'
 KY3232'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KY3232
 KY3232                          STATION RECOVERY (1969)
 KY3232
 KY3232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WOK)
 KY3232'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KY3232'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DISTANCE AND
 KY3232'DIRECTION MEASUREMENTS WERE DOUBLE CHECKED DUE TO DIFFERENCES IN
 KY3232'THE TWO PREVIOUS OCCUPATIONS OF THIS STATION.  DUE TO CHANGES IN
 KY3232'THE ORIGINAL DESCRIPTION A NEW AND COMPLETE REVISION IS AS FOLLOWS--
 KY3232'
 KY3232'STATION IS ABOUT 4 MILES NORTHWEST OF ST. CLAIRSVILLE, 3/4 MILE
 KY3232'NORTHEAST OF BANNOCK ON THE HIGHEST POINT OF CLARK HILL.  IT IS ON
 KY3232'THE PROPERTY OF MR. HENRY DANIELS.
 KY3232'
 KY3232'TO REACH FROM THE POST OFFICE IN BANNOCK, OHIO GO NORTH ON STATE
 KY3232'HIGHWAY 331 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT AND
 KY3232'COUNTY ROAD 10 TO THE RIGHT.  TURN RIGHT ON COUNTY ROAD 10 AND GO
 KY3232'EASTERLY FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT,
 KY3232'SOUTHEAST, CROSSING A BRIDGE AND RAILROAD TRACKS AND GO 0.1 MILE
 KY3232'TO A ROAD FORK.  TAKE LEFT FORK, SOUTHEAST, AND GO 0.65 MILE TO A
 KY3232'SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON GRAVEL ROAD FOR 0.2
 KY3232'MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT ON DRIVEWAY PASSING TO
 KY3232'THE WEST SIDE OF HOUSE FOR ABOUT 200 FEET TO A GATE.  PASS THROUGH
 KY3232'GATE AND CONTINUE NORTHERLY ON A TRACK ROAD FOR 0.1 MILE TO A
 KY3232'BARN ON THE RIGHT.  BEAR TO THE LEFT AND GO WESTERLY UP STEEP
 KY3232'SLOPE FOR 0.1 MILE TO HIGHEST POINT OF HILL AND STATION SITE.
 KY3232'
 KY3232'STATION MARK IS STAMPED CLARKSHILL USGS 1933 AND PROJECTS 1.0 FEET
 KY3232'ABOVE GROUND SURFACE.  IT IS 12.5 FEET NORTH OF A METAL WITNESS
 KY3232'POST AND EAST-WEST FENCELINE, 43 FEET EAST OF A 12 INCH LOCUST
 KY3232'TREE AND 52 FEET WEST-NORTHWEST OF A 4 INCH WILD CHERRY TREE.
 KY3232'
 KY3232'REFERENCE MARK 1 IS STAMPED CLARKSHILL USGS NO 1 1933 AND PROJECTS
 KY3232'1.0 FEET ABOVE GROUND SURFACE.  IT IS 0.5 FOOT NORTH OF A
 KY3232'EAST-WEST FENCELINE, 15 FEET EAST OF A 4 INCH WILD CHERRY TREE AND
 KY3232'64.0 FEET EAST OF A METAL WITNESS POST.
 KY3232'
 KY3232'REFERENCE MARK 2 IS STAMPED CLARKSHILL USGS NO 2 1933 AND PROJECTS
 KY3232'0.8 FOOT ABOVE GROUND SURFACE.  IT IS 1.6 FEET NORTH OF A
 KY3232'EAST-WEST FENCELINE, 24 FEET WEST OF A 12 INCH LOCUST TREE AND 31
 KY3232'FEET EAST OF A 10 INCH ELM TREE.
 KY3232'
 KY3232'CLARKS HILL RM A IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED
 KY3232'CLARKS HILL RM A 1969 USATOPOCOM SET IN TOP OF A SQUARE CONCRETE
 KY3232'MONUMENT FLUSH WITH GROUND SURFACE.
 KY3232'
 KY3232'A SUB-SURFACE DISK IS SET IN TOP OF A BLOCK OF CONCRETE ABOUT 3
 KY3232'FEET BELOW GROUND SURFACE.  THE DISK IS STAMPED THE SAME AS THE
 KY3232'SURFACE MARK.  A TRAVERSE CONNECTION WAS MADE TO THIS STATION.
 KY3232'IT IS 85.65 FEET NORTH-NORTHEAST OF STATION CLARKS HILL USGS, 1933.
 KY3232'
 KY3232'AZIMUTH MARK IS STAMPED CLARKSHILL USGS AZIMUTH 1933 AND IS SET
 KY3232'FLUSH WITH GROUND SURFACE.  IT IS 48 FEET NORTHWEST OF
 KY3232'INTERSECTION OF STATE HIGHWAY 331 AND COUNTY ROAD 10, 20 FEET
 KY3232'WEST OF THE CENTERLINE OF STATE HIGHWAY 331 AND 1.0 FEET SOUTH OF
 KY3232'A METAL WITNESS POST.
 KY3232'
 KY3232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE
 KY3232'NORTHEAST OF BANNOCK, OHIO.
 KY3232'
 KY3232'HEIGHT OF LIGHT ABOVE STATION MARK 58.0 FEET.
 KY3232
 KY3232                          STATION RECOVERY (1996)
 KY3232
 KY3232'RECOVERY NOTE BY GEOONE INCORPORATED 1996
 KY3232'RECOVERD AS DESCRIBED.  RM 1 AND RM 2 FOUND IN GOOD CONDITION, COULD
 KY3232'COULD NOT LOCATE RMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3234 ***********************************************************************
 KY3234  DESIGNATION -  CLARKS HILL RM A
 KY3234  PID         -  KY3234
 KY3234  STATE/COUNTY-  OH/BELMONT
 KY3234  USGS QUAD   -  ST CLAIRSVILLE (1985)
 KY3234
 KY3234                         *CURRENT SURVEY CONTROL
 KY3234  ___________________________________________________________________
 KY3234* NAD 83(1995)-  40 06 19.00203(N)    080 57 44.29314(W)     ADJUSTED  
 KY3234* NAVD 88     -       407.7    (meters)    1338.     (feet)  VERTCON   
 KY3234  ___________________________________________________________________
 KY3234  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 KY3234  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY3234
 KY3234  HORZ ORDER  -  FIRST
 KY3234
 KY3234.The horizontal coordinates were established by classical geodetic methods
 KY3234.and adjusted by the National Geodetic Survey in April 1998..
 KY3234
 KY3234.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3234
 KY3234.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3234
 KY3234.The geoid height was determined by GEOID03.
 KY3234
 KY3234;                    North         East     Units Scale Factor Converg.
 KY3234;SPC OH S     -   234,838.926   731,103.576   MT  1.00001503   +0 58 32.5
 KY3234;SPC OH N     -    49,863.389   731,111.507   MT  1.00007900   +1 00 36.7
 KY3234;UTM  17      - 4,439,442.872   503,212.802   MT  0.99960013   +0 01 27.4
 KY3234
 KY3234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3234!SPC OH S     -   0.99994136  x   1.00001503  =   0.99995639
 KY3234!SPC OH N     -   0.99994136  x   1.00007900  =   1.00002035
 KY3234!UTM  17      -   0.99994136  x   0.99960013  =   0.99954151
 KY3234
 KY3234:                Primary Azimuth Mark                     Grid Az
 KY3234:SPC OH S     -  MT PLEASANT RM 3                         076 26 18.0
 KY3234:SPC OH N     -  MT PLEASANT RM 3                         076 24 13.8
 KY3234:UTM  17      -  MT PLEASANT RM 3                         077 23 23.1
 KY3234
 KY3234|---------------------------------------------------------------------|
 KY3234| PID    Reference Object                     Distance      Geod. Az  |
 KY3234|                                                           dddmmss.s |
 KY3234| KY3207 MT PLEASANT RM 3                    APPROX.15.2 KM 0772450.5 |
 KY3234| KY3232 CLARKS HILL RESET                    25.786 METERS 19534     |
 KY3234|---------------------------------------------------------------------|
 KY3234
 KY3234                          SUPERSEDED SURVEY CONTROL
 KY3234
 KY3234  NAD 83(1986)-  40 06 19.00624(N)    080 57 44.29881(W) AD(       ) 1
 KY3234  NAD 27      -  40 06 18.76971(N)    080 57 44.95942(W) AD(       ) 1
 KY3234  NGVD 29 (07/19/86)  407.9    (m)         1338.     (f) VERT ANG       
 KY3234
 KY3234.Superseded values are not recommended for survey control.
 KY3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3234.See file dsdata.txt to determine how the superseded data were derived.
 KY3234
 KY3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0321339443(NAD 83)
 KY3234_MARKER: DD = SURVEY DISK
 KY3234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3234_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3234+STABILITY: SURFACE MOTION
 KY3234
 KY3234  HISTORY     - Date     Condition        Report By
 KY3234  HISTORY     - 1969     MONUMENTED       USE
 KY3234
 KY3234                          STATION DESCRIPTION
 KY3234
 KY3234'DESCRIBED BY US ENGINEERS 1969 (WOK)
 KY3234'THE RM A IS LOCATED AT THE SAME SITE AND ON THE SAME PROPERTY AS
 KY3234'TRIANGULATION STATION CLARKS HILL USGS 1933.
 KY3234'
 KY3234'A U.S. ARMY, CORPS OF ENGINEERS DISK, STAMPED CLARKSHILL RMA 1969
 KY3234'USATOPOCOM, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT AND
 KY3234'FLUSH WITH THE GROUND.  NO REFERENCE POINTS WERE AVAILABLE,
 KY3234'THEREFORE NO MEASUREMENTS WERE MADE.
 KY3234'
 KY3234'A FIRST ORDER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 KY3234'STATION CLARKS HILL USGS 1933.
 KY3234'
 KY3234'NOTE--A SUB-SURFACE MARK WAS SET ABOUT 3 FEET BELOW SURFACE MARK
 KY3234'AND STAMPED THE SAME AS SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3167 ***********************************************************************
 JZ3167  DESIGNATION -  CLAWSON
 JZ3167  PID         -  JZ3167
 JZ3167  STATE/COUNTY-  OH/BUTLER
 JZ3167  USGS QUAD   -  TRENTON (1987)
 JZ3167
 JZ3167                         *CURRENT SURVEY CONTROL
 JZ3167  ___________________________________________________________________
 JZ3167* NAD 83(1995)-  39 23 23.26620(N)    084 27 12.80606(W)     ADJUSTED  
 JZ3167* NAVD 88     -       261.3    (meters)     857.     (feet)  GPS OBS   
 JZ3167  ___________________________________________________________________
 JZ3167  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 JZ3167  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JZ3167
 JZ3167  HORZ ORDER  -  FIRST
 JZ3167
 JZ3167.The horizontal coordinates were established by classical geodetic methods
 JZ3167.and adjusted by the National Geodetic Survey in April 1998..
 JZ3167
 JZ3167.The orthometric height was determined by GPS observations and a
 JZ3167.high-resolution geoid model.
 JZ3167
 JZ3167.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3167
 JZ3167.The geoid height was determined by GEOID03.
 JZ3167
 JZ3167;                    North         East     Units Scale Factor Converg.
 JZ3167;SPC OH S     -   156,106.088   431,726.731   MT  0.99993591   -1 14 22.5
 JZ3167;UTM  16      - 4,363,127.801   719,300.186   MT  1.00019217   +1 36 59.8
 JZ3167
 JZ3167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3167!SPC OH S     -   0.99996428  x   0.99993591  =   0.99990019
 JZ3167!UTM  16      -   0.99996428  x   1.00019217  =   1.00015644
 JZ3167
 JZ3167|---------------------------------------------------------------------|
 JZ3167| PID    Reference Object                     Distance      Geod. Az  |
 JZ3167|                                                           dddmmss.s |
 JZ3167| CC8447 CLAWSON RM 1                         31.553 METERS 11700     |
 JZ3167| CC8445 CLAWSON AZ MK                                      1211809.5 |
 JZ3167| CC8448 CLAWSON RM 2                         23.720 METERS 34621     |
 JZ3167|---------------------------------------------------------------------|
 JZ3167
 JZ3167                          SUPERSEDED SURVEY CONTROL
 JZ3167
 JZ3167  NAD 83(1995)-  39 23 23.27339(N)    084 27 12.81502(W) AD(       ) 1
 JZ3167  NAD 83(1986)-  39 23 23.27084(N)    084 27 12.81544(W) AD(       ) 1
 JZ3167  NAD 27      -  39 23 23.06700(N)    084 27 13.01700(W) AD(       ) 1
 JZ3167
 JZ3167.Superseded values are not recommended for survey control.
 JZ3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3167.See file dsdata.txt to determine how the superseded data were derived.
 JZ3167
 JZ3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1930063128(NAD 83)
 JZ3167_MARKER: DS = TRIANGULATION STATION DISK
 JZ3167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3167_STAMPING: CLAWSON 1947
 JZ3167_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3167+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1990
 JZ3167
 JZ3167  HISTORY     - Date     Condition        Report By
 JZ3167  HISTORY     - 1947     MONUMENTED       CGS
 JZ3167  HISTORY     - 1963     GOOD             LOCENG
 JZ3167  HISTORY     - 1971     GOOD             LOCENG
 JZ3167  HISTORY     - 1980     GOOD             NGS
 JZ3167  HISTORY     - 19900624 GOOD             WOOLPT
 JZ3167
 JZ3167                          STATION DESCRIPTION
 JZ3167
 JZ3167'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3167'STATION IS LOCATED ON THE HIGHEST GROUND IN THE VICINITY IN THE SMALL
 JZ3167'UNINCORPORATED VILLAGE OF PRINCETON ON LAND OWNED BY MR. TRUMAN H.
 JZ3167'CLAWSON, 0.1 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 129 AND
 JZ3167'747, 55 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 747, 49 FEET
 JZ3167'NORTHWEST OF THE NORTHWEST CORNER OF A WHITE BARN, 41 FEET NORTH OF
 JZ3167'FENCE AND 25 FEET EAST OF FENCE IN THE SOUTHWEST CORNER OF A
 JZ3167'SMALL PASTURE LOT.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE
 JZ3167'GROUND AND THE DISC IS STAMPED CLAWSON 1947.
 JZ3167'
 JZ3167'REFERENCE MARK NO. 1 IS 103.55 FEET EAST-SOUTHEAST OF THE STATION, 46
 JZ3167'FEET EAST OF THE NORTHEAST CORNER OF WHITE BARN AND 16 FEET WEST
 JZ3167'OF FENCE CORNER. THE MARK PROJECTS 1 INCH AND THE DISC IS STAMPED
 JZ3167'CLAWSON NO 1 1947.
 JZ3167'
 JZ3167'REFERENCE MARK NO. 2 IS 77.82 FEET NORTH-NORTHWEST OF THE STATION,
 JZ3167'115 FEET NORTH OF A SOUTHWEST FENCE CORNER
 JZ3167'AND 75 FEET NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES
 JZ3167'AND THE DISC IS STAMPED CLAWSON NO 2 1947.
 JZ3167'
 JZ3167'THE AZIMUTH MARK IS 0.25 MILE EAST-SOUTHEAST OF THE STATION, 20 FEET
 JZ3167'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 129, 5 FEET WEST OF
 JZ3167'POWER POLE 57 BT 125 WITH TRANSFORMER AND 1 FOOT NORTH OF FENCE.  THE
 JZ3167'MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED CLAWSON 1947.
 JZ3167'
 JZ3167'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 129 AND 747
 JZ3167'IN THE UNINCORPORATED VILLAGE OF PRINCETON, GO NORTH ON STATE
 JZ3167'HIGHWAY 747 FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 JZ3167'
 JZ3167'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 129 AND
 JZ3167'747, GO EAST ON STATE HIGHWAY 129 FOR 0.2 MILE TO THE AZIMUTH
 JZ3167'MARK ON THE RIGHT.
 JZ3167'
 JZ3167'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JZ3167
 JZ3167                          STATION RECOVERY (1963)
 JZ3167
 JZ3167'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (CDJ)
 JZ3167'STATION MARK CLAWSON UNDISTURBED.
 JZ3167'
 JZ3167'AZIMUTH MARK UNDISTURBED.
 JZ3167'
 JZ3167'NOTE--A NEW HOUSE HAS BUILT BETWEEN TRIANGULATION STATION AND AZIMUTH
 JZ3167'MARK, RENDERING THE AZIMUTH MARK USELESS TO LOCAL SURVEYORS.
 JZ3167
 JZ3167                          STATION RECOVERY (1971)
 JZ3167
 JZ3167'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (EPF)
 JZ3167'CLAWSON 1947 RECOVERED EXCELLENT.
 JZ3167'
 JZ3167'CLAWSON NO 1 1947 RECOVERED EXCELLENT.
 JZ3167'
 JZ3167'CLAWSON NO 2 1947 RECOVERED EXCELLENT.
 JZ3167'
 JZ3167'CLAWSON 1947 (AZ MARKER) RECOVERED EXCELLENT.
 JZ3167'
 JZ3167'AZIMUTH MARKER CAN NOT BE SEEN FROM CLAWSON AT GROUND LEVEL DUE TO
 JZ3167'RECENT HOUSE BEING CONSTRUCTED ALONG PRINCETON RD.  THE AZIMUTH
 JZ3167'MARKER DESCRIPTION SHOULD BE CHANGED TO READ 2 FEET (INSTEAD OF 5
 JZ3167'FEET) W.  OF POWER POLE 57BT125E (INSTEAD OF 57BT125) THE PROPERTY
 JZ3167'WHICH CLAWSON IS ON IS NOW OWNED BY DR. LOUIS GAKER.
 JZ3167
 JZ3167                          STATION RECOVERY (1980)
 JZ3167
 JZ3167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JZ3167'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 JZ3167'AZIMUTH MARK WAS NOT FOUND AND ASSUMED DESTROYED BY GRADING.  THE
 JZ3167'DISTANCE TO THE REFERENCE MARKS CHECKED AS DID THE DIRECTION
 JZ3167'BETWEEN THEM.  A NEW AZIMUTH MARK WAS SET AND A POLARIS OBSERVATION
 JZ3167'MADE.  A NEW DESCRIPTION FOLLOWS.
 JZ3167'
 JZ3167'THE STATION IS LOCATED IN THE SMALL VILLAGE OF PRINCGTON, NEAR THE
 JZ3167'WEST EDGE OF A PASTURE, 0.1 MILE NORTH OF THE JUNCTION OF STATE
 JZ3167'HIGHWAYS 747 AND 129, 24 FEET EAST OF A FENCE, 28 FEET EAST OF A
 JZ3167'TELEPHONE POLE, 47 FEET EAST OF THE CENTERLINE OF HIGHWAY 747, 45
 JZ3167'FEET NORTHEAST OF A FENCE CORNER, 39 FEET NORTH OF A FENCE AND
 JZ3167'48 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE.  THE MONUMENT
 JZ3167'IS 8 INCHES UNDERGROUND AND THE DISK IS STAMPED---CLAWSON 1947---.
 JZ3167'
 JZ3167'REFERENCE MARK 1 IS 17 FEET WEST OF A T FENCE CORNER, 1 FOOT NORTH
 JZ3167'OF THE FENCE AND 46 FEET EAST OF THE NORTHEAST CORNER OF THE
 JZ3167'GARAGE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---CLAWSON
 JZ3167'NO 1 1947---.
 JZ3167'
 JZ3167'REFERENCE MARK 2 IS 1 FOOT EAST OF THE FENCE, 25 FEET EAST OF THE
 JZ3167'CENTERLINE OF THE HIGHWAY AND 116 FEET NORTH OF THE FENCE CORNER.  THE
 JZ3167'MONUMENT IS FLUSH AND THE DISK IS STAMPED---CLAWSON NO 2 1947---
 JZ3167'
 JZ3167'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 7
 JZ3167'FEET NORTH OF A FENCE AND A METAL WITNESS POST, AND 22 FEET
 JZ3167'SOUTH OF THE CENTERLINE OF HIGHWAY 129.  THE MONUMENT IS FLUSH AND
 JZ3167'THE DISK IS STAMPED---CLAWSON 1947 NO 2 1980---
 JZ3167'
 JZ3167'TO REACH THE AZIMUTH MARK FROM THE JUNCTION, GO WEST ON HIGHWAY
 JZ3167'129 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 JZ3167
 JZ3167                          STATION RECOVERY (1990)
 JZ3167
 JZ3167'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990 (DT)
 JZ3167'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1307 ***********************************************************************
 JY1307  DESIGNATION -  CLAY
 JY1307  PID         -  JY1307
 JY1307  STATE/COUNTY-  OH/MUSKINGUM
 JY1307  USGS QUAD   -  CROOKSVILLE (1994)
 JY1307
 JY1307                         *CURRENT SURVEY CONTROL
 JY1307  ___________________________________________________________________
 JY1307* NAD 83(1995)-  39 46 15.14858(N)    082 01 24.00816(W)     ADJUSTED  
 JY1307* NAVD 88     -       354.79   (+/-2cm)    1164.0    (feet)  VERTCON   
 JY1307  ___________________________________________________________________
 JY1307  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 JY1307  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JY1307
 JY1307  HORZ ORDER  -  FIRST
 JY1307  VERT ORDER  -  THIRD ? (See Below)
 JY1307
 JY1307.The horizontal coordinates were established by classical geodetic methods
 JY1307.and adjusted by the National Geodetic Survey in April 1998..
 JY1307
 JY1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1307.The vertical order pertains to the NGVD 29 superseded value.
 JY1307
 JY1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1307
 JY1307.The geoid height was determined by GEOID03.
 JY1307
 JY1307;                    North         East     Units Scale Factor Converg.
 JY1307;SPC OH S     -   196,700.993   640,838.052   MT  0.99995861   +0 18 08.8
 JY1307;UTM  17      - 4,402,827.772   412,356.268   MT  0.99969457   -0 39 16.9
 JY1307
 JY1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1307!SPC OH S     -   0.99994966  x   0.99995861  =   0.99990827
 JY1307!UTM  17      -   0.99994966  x   0.99969457  =   0.99964424
 JY1307
 JY1307:                Primary Azimuth Mark                     Grid Az
 JY1307:SPC OH S     -  CLAY AZ MK                               016 44 10.5
 JY1307:UTM  17      -  CLAY AZ MK                               017 41 36.2
 JY1307
 JY1307|---------------------------------------------------------------------|
 JY1307| PID    Reference Object                     Distance      Geod. Az  |
 JY1307|                                                           dddmmss.s |
 JY1307| CE5895 CLAY AZ MK                                         0170219.3 |
 JY1307| CE5896 CLAY RM 1                            17.213 METERS 20450     |
 JY1307| CE5897 CLAY RM 2                            19.409 METERS 33511     |
 JY1307|---------------------------------------------------------------------|
 JY1307
 JY1307                          SUPERSEDED SURVEY CONTROL
 JY1307
 JY1307  NAD 83(1986)-  39 46 15.15342(N)    082 01 24.01757(W) AD(       ) 1
 JY1307  NAD 27      -  39 46 14.91090(N)    082 01 24.51500(W) AD(       ) 1
 JY1307  NGVD 29 (07/19/86)  355.00   (m)         1164.7    (f) LEVELING    3  
 JY1307
 JY1307.Superseded values are not recommended for survey control.
 JY1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1307.See file dsdata.txt to determine how the superseded data were derived.
 JY1307
 JY1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1235602828(NAD 83)
 JY1307_MARKER: DS = TRIANGULATION STATION DISK
 JY1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1307
 JY1307  HISTORY     - Date     Condition        Report By
 JY1307  HISTORY     - 1959     MONUMENTED       CGS
 JY1307  HISTORY     - 1971     GOOD             OHDT
 JY1307
 JY1307                          STATION DESCRIPTION
 JY1307
 JY1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JY1307'THE STATION IS ABOUT 4 MILES EAST OF CROOKSVILLE, 1/4 MILE NORTH OF
 JY1307'THE MUSKINGUM-MORGAN COUNTY LINE. IN THE SE 1/4 SEC. 13, T
 JY1307'14 N, R 14 W, ON PROPERTY OWNED BY MR. WALTER M. CHERRY.
 JY1307'
 JY1307'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77 AND 555
 JY1307'ABOUT 5 MILES SOUTH OF ZANESVILLE, GO SOUTH ON HIGHWAY 555,
 JY1307'CROSSING THE BRIDGE OVER MUSKINGUM RIVER, FOR 4.7 MILES TO COUNTY
 JY1307'ROUTE 7. CONTINUE SOUTHERLY ON HIGHWAY 555 FOR 4.4 MILES
 JY1307'TO THE JUNCTION OF STATE HIGHWAYS 555 AND 669. CONTINUE SOUTHWEST AND
 JY1307'WEST ON HIGHWAYS 555 AND 669 FOR 1.35 MILES TO A GRAVEL SIDE
 JY1307'ROAD ON THE RIGHT. TURN RIGHT ON THE GRAVEL ROAD AND GO NORTH 1.2
 JY1307'MILES TO A FORK IN THE ROAD. BEAR RIGHT AND CONTINUE NORTH 0.2
 JY1307'MILE TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 JY1307'
 JY1307'STATION MARKS ARE STANDARD DISKS STAMPED CLAY 1959. THE SURFACE DISK
 JY1307'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 JY1307'THE GROUND. IT IS 48 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND
 JY1307'28 FEET EAST OF A FENCELINE.  THE UNDERGROUND DISK IS SET IN
 JY1307'AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE
 JY1307'GROUND.
 JY1307'
 JY1307'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLAY NO. 1 1959, IS SET
 JY1307'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. IT IS 20.5
 JY1307'FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD AND 1 FOOT EAST OF THE
 JY1307'FENCELINE.
 JY1307'
 JY1307'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLAY NO. 2 1959, IS SET
 JY1307'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. IT IS 19
 JY1307'FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD AND 1 FOOT EAST OF THE
 JY1307'FENCELINE. A STANDARD METAL WITNESS POST WAS SET 1.5 FEET
 JY1307'NORTH OF THE MARK.
 JY1307'
 JY1307'AZIMUTH MARK, A STANDARD DISK STAMPED CLAY 1959, IS SET IN A SQUARE
 JY1307'CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 37 FEET SOUTH OF
 JY1307'THE CENTER OF THE INTERSECTION OF THE GRAVEL ROADS, 24 FEET EAST OF
 JY1307'THE CENTERLINE OF THE GRAVEL ROAD, 5.5 FEET NORTHWEST OF A
 JY1307'TELEPHONE POLE AND 1 FOOT SOUTHEAST OF A FENCELINE. A STANDARD METAL
 JY1307'WITNESS POST WAS SET 2.5 FEET NORTHWEST OF THE MARK.
 JY1307'
 JY1307'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVEL
 JY1307'ROAD 0.35 MILE TO A GRAVEL SIDE ROAD ON THE RIGHT AND THE
 JY1307'AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE SIDE ROAD.
 JY1307
 JY1307                          STATION RECOVERY (1971)
 JY1307
 JY1307'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 JY1307'THIS STATION WAS RECOVERED BY THE OHIO DEPARTMENT OF HIGHWAYS
 JY1307'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE FOLLOWING DISTANCES
 JY1307'WERE MEASURED BY LASER RANGER WITH THE INSTRUMENT AT THE STATION
 JY1307'MARK.
 JY1307'
 JY1307'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST
 JY1307'CROOKSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2482 ***********************************************************************
 HY2482  DESIGNATION -  CLAYTON
 HY2482  PID         -  HY2482
 HY2482  STATE/COUNTY-  OH/ADAMS
 HY2482  USGS QUAD   -  MAYSVILLE EAST (1992)
 HY2482
 HY2482                         *CURRENT SURVEY CONTROL
 HY2482  ___________________________________________________________________
 HY2482* NAD 83(1995)-  38 44 38.90846(N)    083 40 35.71466(W)     ADJUSTED  
 HY2482* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 HY2482  ___________________________________________________________________
 HY2482  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 HY2482  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HY2482
 HY2482  HORZ ORDER  -  SECOND
 HY2482
 HY2482.The horizontal coordinates were established by classical geodetic methods
 HY2482.and adjusted by the National Geodetic Survey in April 1998..
 HY2482
 HY2482.The orthometric height was scaled from a topographic map.
 HY2482
 HY2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2482
 HY2482.The geoid height was determined by GEOID03.
 HY2482
 HY2482;                    North         East     Units Scale Factor Converg.
 HY2482;SPC OH S     -    83,276.770   497,713.519   MT  0.99999789   -0 44 47.6
 HY2482;SPC KY1Z     - 1,269,571.471 1,680,246.052   MT  1.00001960   +1 16 22.8
 HY2482;SPC KY1Z     - 4,165,252.40  5,512,607.26   sFT  1.00001960   +1 16 22.8
 HY2482;SPC KY N     -   138,253.299   549,849.437   MT  0.99997372   +0 21 24.1
 HY2482;SPC KY N     -   453,586.03  1,803,964.36   sFT  0.99997372   +0 21 24.1
 HY2482;UTM  17      - 4,291,786.179   267,378.689   MT  1.00026640   -1 40 33.2
 HY2482
 HY2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2482!SPC OH S     -   0.99995909  x   0.99999789  =   0.99995699
 HY2482!SPC KY1Z     -   0.99995909  x   1.00001960  =   0.99997869
 HY2482!SPC KY N     -   0.99995909  x   0.99997372  =   0.99993282
 HY2482!UTM  17      -   0.99995909  x   1.00026640  =   1.00022548
 HY2482
 HY2482|---------------------------------------------------------------------|
 HY2482| PID    Reference Object                     Distance      Geod. Az  |
 HY2482|                                                           dddmmss.s |
 HY2482| HY2483 968 OHIO                             16.365 METERS 11145     |
 HY2482| DB9030 CLAYTON RM 1                         21.543 METERS 12221     |
 HY2482| DB9029 CLAYTON AZ MK                                      1245550.2 |
 HY2482| DB9031 CLAYTON RM 2                         21.885 METERS 23039     |
 HY2482|---------------------------------------------------------------------|
 HY2482
 HY2482                          SUPERSEDED SURVEY CONTROL
 HY2482
 HY2482  NAD 83(1995)-  38 44 38.91008(N)    083 40 35.71106(W) AD(       ) 2
 HY2482  NAD 83(1986)-  38 44 38.91832(N)    083 40 35.71243(W) AD(       ) 2
 HY2482  NAD 27      -  38 44 38.65600(N)    083 40 36.00300(W) AD(       ) 2
 HY2482
 HY2482.Superseded values are not recommended for survey control.
 HY2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2482.See file dsdata.txt to determine how the superseded data were derived.
 HY2482
 HY2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC6737991786(NAD 83)
 HY2482_MARKER: DS = TRIANGULATION STATION DISK
 HY2482_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HY2482
 HY2482  HISTORY     - Date     Condition        Report By
 HY2482  HISTORY     - 1953     MONUMENTED       CGS
 HY2482
 HY2482                          STATION DESCRIPTION
 HY2482
 HY2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2482'STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE MAIN INTERSECTION OF
 HY2482'PAVED CROSSROADS IN THE TOWN OF CLAYTON AND IS ON PROPERTY OWNED BY
 HY2482'MR. A. GAFFIN.  IT IS 44 FEET SOUTH OF THE INTERSECTION, 14 FEET
 HY2482'SOUTH OF A FENCE CORNER AND 12 FEET WEST OF A WHITE WITNESS POST.
 HY2482'THE MARK IS ABOUT 18 INCHES BELOW GROUND AND THE DISK IS STAMPED
 HY2482'CLAYTON 1953.
 HY2482'
 HY2482'REFERENCE MARK NO.1 IS 22 FEET SOUTHWEST OF THE CENTER OF THE PAVED
 HY2482'ROAD, 77 FEET SOUTHEAST OF THE FENCE CORNER AND 1 FOOT SOUTHWEST OF
 HY2482'A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CLAYTON NO
 HY2482'1 1953.
 HY2482'
 HY2482'REFERENCE MARK NO.2 IS 13 FEET SOUTHEAST OF THE CENTER OF A PAVED
 HY2482'ROAD AND 1 FOOT SOUTHEAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK
 HY2482'IS STAMPED CLAYTON NO 2 1953.
 HY2482'
 HY2482'(USGS) B.M. CAN BE USED AS A REFERENCE MARK.  IT IS 13 FEET SOUTHWEST
 HY2482'OF THE CENTER OF A PAVED ROAD, 9 FEET SOUTHEAST OF A SMALL MAPLE
 HY2482'TREE AND 6 FEET NORTHEAST OF A FENCE LINE.  THE MARK IS A 4 INCH
 HY2482'IRON PIPE PROJECTING ABOUT 18 INCHES WITH A BRONZE USGS BENCH MARK
 HY2482'DISK RIVETED IN THE TOP AND IS STAMPED OHIO 968 (FEET ABOVE SEA
 HY2482'LEVEL).
 HY2482'
 HY2482'AZIMUTH MARK IS 23 FEET EAST OF A 24 INCH LOCUST TREE, 13 FEET
 HY2482'NORTHEAST OF THE CENTER OF A PAVED ROAD, 12 FEET WEST OF A 19 INCH
 HY2482'WALNUT TREE, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTHEAST
 HY2482'OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 HY2482'STAMPED CLAYTON 1947.
 HY2482'
 HY2482'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NOS.52, 62, 68
 HY2482'AND STATE HIGHWAY 41 IN ABERDEEN, GO NORTHEAST ON HIGHWAY 41 FOR
 HY2482'10.5 MILES TO A PAVED SIDE ROAD LEFT, TURN LEFT AND GO NORTHWEST ON
 HY2482'PAVED ROAD FOR 2.75 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 HY2482'DESCRIBED, CONTINUE NORTHWEST FOR 0.35 MILE TO CROSSROAD AND STATION
 HY2482'ON THE LEFT AS DESCRIBED.
 HY2482'
 HY2482'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6218 ***********************************************************************
 DH6218  DESIGNATION -  CLAYTON
 DH6218  PID         -  DH6218
 DH6218  STATE/COUNTY-  OH/HOCKING
 DH6218  USGS QUAD   -  UNION FURNACE (1995)
 DH6218
 DH6218                         *CURRENT SURVEY CONTROL
 DH6218  ___________________________________________________________________
 DH6218* NAD 83(1995)-  39 27 23.89071(N)    082 17 12.26829(W)     ADJUSTED  
 DH6218* NAVD 88     -       211.4    (meters)     694.     (feet)  GPS OBS   
 DH6218  ___________________________________________________________________
 DH6218  X           -     661,870.844 (meters)                     COMP
 DH6218  Y           -  -4,886,785.225 (meters)                     COMP
 DH6218  Z           -   4,031,700.096 (meters)                     COMP
 DH6218  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DH6218  ELLIP HEIGHT-         177.30  (meters)          (11/14/05) GPS OBS
 DH6218  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 DH6218
 DH6218  HORZ ORDER  -  FIRST
 DH6218  ELLP ORDER  -  FOURTH    CLASS II
 DH6218
 DH6218.The horizontal coordinates were established by GPS observations
 DH6218.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6218
 DH6218.The orthometric height was determined by GPS observations and a
 DH6218.high-resolution geoid model.
 DH6218
 DH6218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6218
 DH6218.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6218
 DH6218.The ellipsoidal height was determined by GPS observations
 DH6218.and is referenced to NAD 83.
 DH6218
 DH6218.The geoid height was determined by GEOID03.
 DH6218
 DH6218;                    North         East     Units Scale Factor Converg.
 DH6218;SPC OH S     -   161,727.786   618,353.333   MT  0.99993670   +0 08 07.1
 DH6218;UTM  17      - 4,368,242.039   389,296.735   MT  0.99975089   -0 49 04.1
 DH6218
 DH6218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6218!SPC OH S     -   0.99997218  x   0.99993670  =   0.99990889
 DH6218!UTM  17      -   0.99997218  x   0.99975089  =   0.99972308
 DH6218
 DH6218                          SUPERSEDED SURVEY CONTROL
 DH6218
 DH6218.No superseded survey control is available for this station.
 DH6218
 DH6218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD8929768242(NAD 83)
 DH6218_MARKER: DD = SURVEY DISK
 DH6218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6218_STAMPING: CLAYTON
 DH6218_PROJECTION: PROJECTING 0 CENTIMETERS
 DH6218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6218+STABILITY: SURFACE MOTION
 DH6218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6218+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 DH6218
 DH6218  HISTORY     - Date     Condition        Report By
 DH6218  HISTORY     - UNK      MONUMENTED
 DH6218  HISTORY     - 20041111 GOOD             LOCSUR
 DH6218
 DH6218                          STATION DESCRIPTION
 DH6218
 DH6218'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (DN)
 DH6218'DESCRIBED BY CANTER SURVEYING (2004) THE MARK IS LOCATED IN HOCKING
 DH6218'COUNTY, STARR TOWNSHIP ALONG U.S. 33. TO REACH THE MARK FROM THE
 DH6218'INTERSECTION OF U.S. 33 AND STATE ROUTE 278 IN THE TOWN OF
 DH6218'NELSONVILLE, PRECEED NORTH WEST ALONG U.S. 33 FOR APPROXIMATELY 4.1 KM
 DH6218'(2.5 MI) TO A SET  OF CANAL LOCKS AND THE STATION ON THE LEFT. THE
 DH6218'MARK IS LOCATED 6.01 M (20 FT) SOUTH OF THE EDGE OF PAVEMENT OF U.S.
 DH6218'33, 22.25 M (73 FT)  SOUTH WEST OF A GUARD RAIL, AND 1.67 M ( 5.5 FT)
 DH6218'WEST OF A SANDSTONE ABUTMENT. THE STATION IS A TABLET STAMPED CLAYTON
 DH6218'SET ATOP A CONCRETE POST .15 M (.5 FT) ABOVE THE  GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6063 ***********************************************************************
 AB6063  CBN         -  This is a Cooperative Base Network Control Station.
 AB6063  DESIGNATION -  CLE 1
 AB6063  PID         -  AB6063
 AB6063  STATE/COUNTY-  OH/CLERMONT
 AB6063  USGS QUAD   -  BATAVIA (1992)
 AB6063
 AB6063                         *CURRENT SURVEY CONTROL
 AB6063  ___________________________________________________________________
 AB6063* NAD 83(1995)-  39 01 54.68116(N)    084 11 49.62059(W)     ADJUSTED  
 AB6063* NAVD 88     -       259.0    (meters)     850.     (feet)  GPS OBS   
 AB6063  ___________________________________________________________________
 AB6063  X           -     501,616.542 (meters)                     COMP
 AB6063  Y           -  -4,935,852.386 (meters)                     COMP
 AB6063  Z           -   3,995,206.542 (meters)                     COMP
 AB6063  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 AB6063  ELLIP HEIGHT-         225.10  (meters)          (09/23/04) GPS OBS
 AB6063  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AB6063
 AB6063  HORZ ORDER  -  B
 AB6063  ELLP ORDER  -  FOURTH    CLASS I
 AB6063
 AB6063.The horizontal coordinates were established by GPS observations
 AB6063.and adjusted by the National Geodetic Survey in August 1996..
 AB6063
 AB6063.The orthometric height was determined by GPS observations and a
 AB6063.high-resolution geoid model.
 AB6063
 AB6063.Photographs are available for this station.
 AB6063
 AB6063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6063
 AB6063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6063
 AB6063.The ellipsoidal height was determined by GPS observations
 AB6063.and is referenced to NAD 83.
 AB6063
 AB6063.The geoid height was determined by GEOID03.
 AB6063
 AB6063;                    North         East     Units Scale Factor Converg.
 AB6063;SPC OH S     -   115,930.528   453,066.121   MT  0.99995472   -1 04 36.7
 AB6063;UTM  16      - 4,324,050.521   742,617.922   MT  1.00032487   +1 45 57.5
 AB6063
 AB6063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6063!SPC OH S     -   0.99996468  x   0.99995472  =   0.99991941
 AB6063!UTM  16      -   0.99996468  x   1.00032487  =   1.00028954
 AB6063
 AB6063                          SUPERSEDED SURVEY CONTROL
 AB6063
 AB6063  ELLIP H (08/20/96)  225.19   (m)                       GP(       ) 4 2
 AB6063
 AB6063.Superseded values are not recommended for survey control.
 AB6063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6063.See file dsdata.txt to determine how the superseded data were derived.
 AB6063
 AB6063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ4261824051(NAD 83)
 AB6063_MARKER: DD = SURVEY DISK
 AB6063_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AB6063+WITH SETTING: INFORMATION.
 AB6063_STAMPING: CLE 1
 AB6063_MARK LOGO: OHDT  
 AB6063_PROJECTION: FLUSH
 AB6063_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6063+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AB6063_ROD/PIPE-DEPTH: 2.1  meters
 AB6063_SLEEVE-DEPTH  : 0.8 meters
 AB6063
 AB6063  HISTORY     - Date     Condition        Report By
 AB6063  HISTORY     - 1993     MONUMENTED       OHDT
 AB6063  HISTORY     - 19950725 GOOD             OHDT
 AB6063  HISTORY     - 20020918 GOOD             WOOLPT
 AB6063  HISTORY     - 2003     GOOD             OH-025
 AB6063
 AB6063                          STATION DESCRIPTION
 AB6063
 AB6063'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (JRM)
 AB6063'MONUMENT IS 6.4 KM (3.95 MI) SOUTH ALONG SR 132 FROM SR 32 AT BATAVIA
 AB6063'AT THE ODOT CLERMONT COUNTY GARAGE.  32.0 M (105.0 FT) WEST OF MAIN
 AB6063'BUILDING, 33.5 M (109.9 FT) SOUTH OF DRIVE, 17.3 M (56.8 FT) NORTH OF
 AB6063'DRIVEWAY, 68.2 M (223.8 FT) EAST OF CENTERLINE OF SR 132.
 AB6063'OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION, DISTRICT 8
 AB6063'DEPUTY DIRECTOR, SR 741, LEBANON, OHIO 45036.  THE MARK IS ACCESSIBLE
 AB6063'ONLY BY ARRANGEMENT.  CONTACT THE ODOT CLERMONT COUNTY SUPERINTENDENT,
 AB6063'(513) 797-6010, FOR ACCESS TO MARK.  NOTE--SLEEVE DEPTH DOES NOT MEET
 AB6063'CLASS A REQUIREMENTS.
 AB6063
 AB6063                          STATION RECOVERY (2002)
 AB6063
 AB6063'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 AB6063'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AB6063' 
 AB6063' 
 AB6063'
 AB6063
 AB6063                          STATION RECOVERY (2003)
 AB6063
 AB6063'RECOVERY NOTE BY CLERMONT COUNTY OHIO 2003 (CR)
 AB6063'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6026 ***********************************************************************
 AB6026  CBN         -  This is a Cooperative Base Network Control Station.
 AB6026  PACS        -  This is a Primary Airport Control Station.
 AB6026  DESIGNATION -  CLE A
 AB6026  PID         -  AB6026
 AB6026  STATE/COUNTY-  OH/CUYAHOGA
 AB6026  USGS QUAD   -  LAKEWOOD (1985)
 AB6026
 AB6026                         *CURRENT SURVEY CONTROL
 AB6026  ___________________________________________________________________
 AB6026* NAD 83(1995)-  41 24 35.91239(N)    081 50 56.45193(W)     ADJUSTED  
 AB6026* NAVD 88     -       237.53   (meters)     779.3    (feet)  GPS OBS   
 AB6026  ___________________________________________________________________
 AB6026  X           -     679,242.873 (meters)                     COMP
 AB6026  Y           -  -4,742,353.054 (meters)                     COMP
 AB6026  Z           -   4,196,813.215 (meters)                     COMP
 AB6026  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 AB6026  ELLIP HEIGHT-         203.31  (meters)          (03/08/05) GPS OBS
 AB6026  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 AB6026
 AB6026  HORZ ORDER  -  B
 AB6026  ELLP ORDER  -  FOURTH    CLASS II
 AB6026
 AB6026.This mark is at Cleveland-Hopkins Intl Airport (CLE)
 AB6026
 AB6026.The horizontal coordinates were established by GPS observations
 AB6026.and adjusted by the National Geodetic Survey in August 1996..
 AB6026
 AB6026.The orthometric height was determined by GPS observations and a
 AB6026.high-resolution geoid model.
 AB6026
 AB6026.GPS derived orthometric heights for airport stations designated as
 AB6026.PACS or SACS are published to 2 decimal places.  This maintains
 AB6026.centimeter relative accuracy between the PACS and SACS.  It does
 AB6026.not indicate centimeter accuracy relative to other marks which are
 AB6026.part of the NAVD 88 network.
 AB6026
 AB6026.Photographs are available for this station.
 AB6026
 AB6026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6026
 AB6026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6026
 AB6026.The ellipsoidal height was determined by GPS observations
 AB6026.and is referenced to NAD 83.
 AB6026
 AB6026.The geoid height was determined by GEOID03.
 AB6026
 AB6026;                    North         East     Units Scale Factor Converg.
 AB6026;SPC OH N     -   193,792.697   654,427.159   MT  0.99995695   +0 25 39.6
 AB6026;UTM  17      - 4,584,617.636   429,040.529   MT  0.99966197   -0 33 41.8
 AB6026
 AB6026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6026!SPC OH N     -   0.99996811  x   0.99995695  =   0.99992506
 AB6026!UTM  17      -   0.99996811  x   0.99966197  =   0.99963009
 AB6026
 AB6026:                Primary Azimuth Mark                     Grid Az
 AB6026:SPC OH N     -  CLE AP STA C                             060 29 33.3
 AB6026:UTM  17      -  CLE AP STA C                             061 28 54.7
 AB6026
 AB6026|---------------------------------------------------------------------|
 AB6026| PID    Reference Object                     Distance      Geod. Az  |
 AB6026|                                                           dddmmss.s |
 AB6026| AB3401 CLE AP STA C                        APPROX. 1.5 KM 0605512.9 |
 AB6026| AB3402 CLE AP STA D                        APPROX. 0.9 KM 3345253.8 |
 AB6026|---------------------------------------------------------------------|
 AB6026
 AB6026                          SUPERSEDED SURVEY CONTROL
 AB6026
 AB6026.No superseded survey control is available for this station.
 AB6026
 AB6026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2904184618(NAD 83)
 AB6026_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB6026_SP_SET: 5 FT DEEP CATCHBASIN
 AB6026_STAMPING: CLE A 1995
 AB6026_MARK LOGO: NGS   
 AB6026_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6026+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004
 AB6026
 AB6026  HISTORY     - Date     Condition        Report By
 AB6026  HISTORY     - 1995     MONUMENTED       NGS
 AB6026  HISTORY     - 19971001 GOOD             NGS
 AB6026  HISTORY     - 20040525 GOOD             NGS
 AB6026
 AB6026                          STATION DESCRIPTION
 AB6026
 AB6026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6026'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ON THE
 AB6026'SOUTHWEST SIDE OF CLEVELAND, IN THE SOUTHWEST QUADRANT OF THE JUNCTION
 AB6026'OF INTERSTATE HIGHWAYS 71 AND 480 AT THE CLEVELAND-HOPKINS
 AB6026'INTERNATIONAL AIRPORT, IN THE GRASS MEDIAN BETWEEN RUNWAY 5R-23L AND
 AB6026'TAXI L, IN THE SOUTH QUADRANT OF THE JUNCTION OF RUNWAYS 5R-23L AND
 AB6026'18-36, AND AT MIDFIELD.  OWNERSHIP--CITY OF CLEVELAND, DEPARTMENT OF
 AB6026'PORT CONTROL, 5300 RIVERSIDE DRIVE, CLEVELAND, OH.  44135-3193.
 AB6026'OPERATIONS MANAGER IS ERIC WILLIAMS, OPERATIONS SUPERINTENDANT IS JACK
 AB6026'SWEDYK, AND OPERATIONS AGENT I IS PAUL L.  JIRA.  CONTACT ONE OF THEM
 AB6026'AT LEAST TWO DAYS IN ADVANCE TO ARRANGE FOR AN ESCORT TO THIS STATION.
 AB6026'PHONE 216-265-6090.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AB6026'INTERSTATE HIGHWAY 480 AND STATE HIGHWAY 237 (BEREA FREEWAY) , (EXIT
 AB6026'10) ON THE SOUTHWEST SIDE OF CLEVELAND, GO SOUTHWEST ON HIGHWAY 237
 AB6026'FOR 0.88 KM (0.55 MI) TO THE ENTRANCE ROAD TO THE TERMINAL ON THE
 AB6026'RIGHT.  CONTINUE SOUTHWEST ON HIGHWAY 237 FOR 0.88 KM (0.55 MI) TO AN
 AB6026'EXIT RAMP ON THE RIGHT (SNOW ROAD) .  BEAR RIGHT, SOUTHWEST, ON THE
 AB6026'EXIT RAMP FOR 0.32 KM (0.20 MI) TO A PAVED ROAD LEFT AT A STOP LIGHT.
 AB6026'CONTINUE SOUTHWEST ON SNOW ROAD FOR 0.08 KM (0.05 MI) TO A PAVED
 AB6026'Y-JUNCTION RIGHT (FIVE POINTS ROAD) .  TURN RIGHT, WEST, ON FIVE
 AB6026'POINTS ROAD FOR 0.24 KM (0.15 MI) TO A PAVED CROSSROAD (CARGO ROAD) .
 AB6026'TURN RIGHT, WEST, ON CARGO ROAD FOR 0.16 KM (0.10 MI) TO A GUARD BOOTH
 AB6026'AND A GATE AT THE APRON.  AN ESCORT WILL MEET YOU HERE.  THE STATION
 AB6026'IS SET FLUSH IN THE TOP OF THE CENTER OF THE NORTHEAST SIDE OF A 1.8 M
 AB6026'(5.9 FT) SQUARE CONCRETE DRAIN FOUNDATION.  IT IS 55.9 M (183.4 FT)
 AB6026'WEST OF THE FIRST RUNWAY LIGHT NORTH OF TAXI L, 50.8 M (166.7 FT)
 AB6026'NORTH-NORTHWEST OF THE NORTH CORNER OF THE TAXI L SIGN, 39.9 M (130.9
 AB6026'FT) SOUTH-SOUTHEAST OF THE SOUTHEAST EDGE OF A RAMP AT THE JUNCTION OF
 AB6026'THE RUNWAYS, 39.8 M (130.6 FT) SOUTH OF THE SOUTHWEST CORNER OF RUNWAY
 AB6026'SIGN 5R-23L, 31.1 M (102.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF TAXI
 AB6026'L, AND 0.8 M (2.6 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST.
 AB6026'DESCRIBED BY D.G.  AUG
 AB6026
 AB6026                          STATION RECOVERY (1997)
 AB6026
 AB6026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB6026'RECOVERED AS DESCRIBED WITH NOTES.  THE SIX FT SQUARE CATCHBASIN IS
 AB6026'1.6 M (5.2 FT) DEEP.  THE WALL UNDER THE STATION HAS NO PIPE AND IS
 AB6026'SOLID.
 AB6026
 AB6026                          STATION RECOVERY (2004)
 AB6026
 AB6026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 AB6026'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3401 ***********************************************************************
 AB3401  SACS        -  This is a Secondary Airport Control Station.
 AB3401  DESIGNATION -  CLE AP STA C
 AB3401  PID         -  AB3401
 AB3401  STATE/COUNTY-  OH/CUYAHOGA
 AB3401  USGS QUAD   -  LAKEWOOD (1985)
 AB3401
 AB3401                         *CURRENT SURVEY CONTROL
 AB3401  ___________________________________________________________________
 AB3401* NAD 83(1995)-  41 24 59.24414(N)    081 50 00.70997(W)     ADJUSTED  
 AB3401* NAVD 88     -       240.79   (meters)     790.0    (feet)  GPS OBS   
 AB3401  ___________________________________________________________________
 AB3401  X           -     680,457.154 (meters)                     COMP
 AB3401  Y           -  -4,741,700.418 (meters)                     COMP
 AB3401  Z           -   4,197,355.207 (meters)                     COMP
 AB3401  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AB3401  ELLIP HEIGHT-         206.57  (meters)          (10/07/05) GPS OBS
 AB3401  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 AB3401
 AB3401  HORZ ORDER  -  FIRST
 AB3401  ELLP ORDER  -  FOURTH    CLASS II
 AB3401
 AB3401.This mark is at Cleveland-Hopkins Intl Airport (CLE)
 AB3401
 AB3401.The horizontal coordinates were established by GPS observations
 AB3401.and adjusted by the National Geodetic Survey in August 1997..
 AB3401
 AB3401.The orthometric height was determined by GPS observations and a
 AB3401.high-resolution geoid model.
 AB3401
 AB3401.GPS derived orthometric heights for airport stations designated as
 AB3401.PACS or SACS are published to 2 decimal places.  This maintains
 AB3401.centimeter relative accuracy between the PACS and SACS.  It does
 AB3401.not indicate centimeter accuracy relative to other marks which are
 AB3401.part of the NAVD 88 network.
 AB3401
 AB3401.Photographs are available for this station.
 AB3401
 AB3401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3401
 AB3401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3401
 AB3401.The ellipsoidal height was determined by GPS observations
 AB3401.and is referenced to NAD 83.
 AB3401
 AB3401.The geoid height was determined by GEOID03.
 AB3401
 AB3401;                    North         East     Units Scale Factor Converg.
 AB3401;SPC OH N     -   194,522.220   655,716.200   MT  0.99995763   +0 26 16.2
 AB3401;UTM  17      - 4,585,324.586   430,341.587   MT  0.99965971   -0 33 05.1
 AB3401
 AB3401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3401!SPC OH N     -   0.99996760  x   0.99995763  =   0.99992523
 AB3401!UTM  17      -   0.99996760  x   0.99965971  =   0.99962732
 AB3401
 AB3401:                Primary Azimuth Mark                     Grid Az
 AB3401:SPC OH N     -  CLE A                                    240 29 33.6
 AB3401:UTM  17      -  CLE A                                    241 28 54.9
 AB3401
 AB3401|---------------------------------------------------------------------|
 AB3401| PID    Reference Object                     Distance      Geod. Az  |
 AB3401|                                                           dddmmss.s |
 AB3401| AB6026 CLE A                               APPROX. 1.5 KM 2405549.8 |
 AB3401|---------------------------------------------------------------------|
 AB3401
 AB3401                          SUPERSEDED SURVEY CONTROL
 AB3401
 AB3401.No superseded survey control is available for this station.
 AB3401
 AB3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3034285325(NAD 83)
 AB3401_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3401_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AB3401_STAMPING: AP1962 STAC
 AB3401_MARK LOGO: CGS   
 AB3401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3401+STABILITY: SURFACE MOTION
 AB3401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3401+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004
 AB3401
 AB3401  HISTORY     - Date     Condition        Report By
 AB3401  HISTORY     - 1962     MONUMENTED       CGS
 AB3401  HISTORY     - 19880815 GOOD             NGS
 AB3401  HISTORY     - 19950725 GOOD             NGS
 AB3401  HISTORY     - 19971001 GOOD             NGS
 AB3401  HISTORY     - 20040525 GOOD             NGS
 AB3401
 AB3401                          STATION DESCRIPTION
 AB3401
 AB3401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (JWB)
 AB3401'THE STATION IS LOCATED AT RUNWAY END 28R.  THE MARK IS ON LINE WITH
 AB3401'THE RUNWAY END 50 FT (15.2 M) NORTH OF THE CORNER OF THE RUNWAY, 171.2
 AB3401'FT (52.2 M) EAST-NORTHEAST OF THE FIRST RUNWAY LIGHT ON THE NORTH SIDE
 AB3401'OF THE RUNWAY, 36.1 NORTH OF THE MOST NORTHERLY THRESHOLD LIGHT AND
 AB3401'5.2 FT (1.6 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 AB3401'THRESHOLD LIGHT BAR.  A TOPOGRAPHIC STATION DISK STAMPED AP 1962 STA C
 AB3401'IN TOP OF A 6 INCH DRAIN TILE FILLED WITH CEMENT AND ABOUT FLUSH WITH
 AB3401'THE GROUND.
 AB3401
 AB3401                          STATION RECOVERY (1995)
 AB3401
 AB3401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3401'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF CLEVELAND, IN THE
 AB3401'SOUTHWEST QUADRANT OF THE JUNCTION OF INTERSTATE HIGHWAYS 71 AND 480
 AB3401'AT THE CLEVELAND-HOPKINS INTERNATIONAL AIRPORT, IN GRASS ON THE NORTH
 AB3401'SIDE OF RUNWAY END 28, IN LINE WITH THE RUNWAY END, AND NEAR THE
 AB3401'NORTHEAST CORNER OF THE AIRFIELD.  OWNERSHIP--CITY OF CLEVELAND,
 AB3401'DEPARTMENT OF PORT CONTROL, 5300 RIVERSIDE DRIVE, CLEVELAND, OH.
 AB3401'44135-3193.  OPERATIONS MANAGER IS ERIC WILLIAMS, OPERATIONS
 AB3401'SUPERINTENDENT IS JACK SWEDYK, AND OPERATIONS AGENT I IS PAUL L. JIRA.
 AB3401'CONTACT ONE OF THEM AT LEAST TWO DAYS IN ADVANCE TO ARRANGE FOR AN
 AB3401'ESCORT TO THIS STATION.  PHONE 216-265-6090.  TO REACH FROM THE
 AB3401'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 480 AND STATE HIGHWAY
 AB3401'237 (BEREA FREEWAY) , (EXIT 10) ON THE SOUTHWEST SIDE OF CLEVELAND, GO
 AB3401'SOUTHWEST ON HIGHWAY 237 FOR 0.88 KM (0.55 MI) TO THE ENTRANCE ROAD TO
 AB3401'THE TERMINAL ON THE RIGHT.  CONTINUE SOUTHWEST ON HIGHWAY 237 FOR 0.88
 AB3401'KM (0.55 MI) TO AN EXIT RAMP ON THE RIGHT (SNOW ROAD) .  BEAR RIGHT,
 AB3401'SOUTHWEST, ON THE EXIT RAMP FOR 0.32 KM (0.20 MI) TO A PAVED ROAD LEFT
 AB3401'AT A STOP LIGHT.  CONTINUE SOUTHWEST ON SNOW ROAD FOR 0.08 KM (0.05
 AB3401'MI) TO A PAVED Y-JUNCTION RIGHT (FIVE POINTS ROAD) .  TURN RIGHT,
 AB3401'WEST, ON FIVE POINTS ROAD FOR 0.24 KM (0.15 MI) TO A PAVED CROSSROAD
 AB3401'(CARGO ROAD) .  TURN RIGHT, WEST, ON CARGO ROAD FOR 0.16 KM (0.10 MI)
 AB3401'TO A GUARD BOOTH AND A GATE AT THE APRON.  AN ESCORT WILL MEET YOU
 AB3401'HERE.  THE STATION IS SET IN THE TOP OF A 18 CM ROUND DRAIN TILE PIPE
 AB3401'FILLED WITH CONCRETE SET FLUSH WITH THE GROUND.  IT IS 23.2 M (76.1
 AB3401'FT) WEST OF THE CENTER OF A GRAVEL ACCESS ROAD, 15.25 M (50.03 FT)
 AB3401'NORTH OF THE NORTH EDGE OF THE RUNWAY, 12.3 M (40.4 FT)
 AB3401'NORTH-NORTHWEST OF THE NORTHMOST THRESHOLD LIGHT, AND 0.1 M (0.3 FT)
 AB3401'SOUTH OF A FIBERGLASS WITNESS POST. DESCRIBED BY D.G.  AUG THIS IS A
 AB3401'SECONDARY AIRPORT CONTROL STATION.
 AB3401
 AB3401                          STATION RECOVERY (1997)
 AB3401
 AB3401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB3401'RECOVERED AS DESCRIBED WITH NOTES.  THE MARK IS A CGS TOPOGRAPHIC
 AB3401'STATION DISK SET IN CONCRETE IN A 15 CM (6 IN) DIA CLAY PIPE EMBEDDED
 AB3401'IN THE GROUND.  TOTAL DEPTH OF STATION UNCERTAIN.  A HISTORY OF NO
 AB3401'MOVEMENT UPGRADES THIS STATION TO C STABILITY.  THE STATION IS LOCATED
 AB3401'1.0 M (3.3 FT) WEST FROM THE EXTENDED END OF RUNWAY AND THE WEST EDGE
 AB3401'OF THE CONCRETE LIGHT BAR.  THE MARK IS RECESSED 10 CM (4 IN) BELOW
 AB3401'GRADE.
 AB3401
 AB3401                          STATION RECOVERY (2004)
 AB3401
 AB3401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 AB3401'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3402 ***********************************************************************
 AB3402  SACS        -  This is a Secondary Airport Control Station.
 AB3402  DESIGNATION -  CLE AP STA D
 AB3402  PID         -  AB3402
 AB3402  STATE/COUNTY-  OH/CUYAHOGA
 AB3402  USGS QUAD   -  LAKEWOOD (1985)
 AB3402
 AB3402                         *CURRENT SURVEY CONTROL
 AB3402  ___________________________________________________________________
 AB3402* NAD 83(1995)-  41 25 02.39394(N)    081 51 12.94523(W)     ADJUSTED  
 AB3402* NAVD 88     -       232.96   (meters)     764.3    (feet)  GPS OBS   
 AB3402  ___________________________________________________________________
 AB3402  X           -     678,786.595 (meters)                     COMP
 AB3402  Y           -  -4,741,868.971 (meters)                     COMP
 AB3402  Z           -   4,197,422.894 (meters)                     COMP
 AB3402  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AB3402  ELLIP HEIGHT-         198.73  (meters)          (10/07/05) GPS OBS
 AB3402  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 AB3402
 AB3402  HORZ ORDER  -  FIRST
 AB3402  ELLP ORDER  -  FOURTH    CLASS II
 AB3402
 AB3402.This mark is at Cleveland-Hopkins Intl Airport (CLE)
 AB3402
 AB3402.The horizontal coordinates were established by GPS observations
 AB3402.and adjusted by the National Geodetic Survey in August 1997..
 AB3402
 AB3402.The orthometric height was determined by GPS observations and a
 AB3402.high-resolution geoid model.
 AB3402
 AB3402.GPS derived orthometric heights for airport stations designated as
 AB3402.PACS or SACS are published to 2 decimal places.  This maintains
 AB3402.centimeter relative accuracy between the PACS and SACS.  It does
 AB3402.not indicate centimeter accuracy relative to other marks which are
 AB3402.part of the NAVD 88 network.
 AB3402
 AB3402.Photographs are available for this station.
 AB3402
 AB3402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3402
 AB3402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3402
 AB3402.The ellipsoidal height was determined by GPS observations
 AB3402.and is referenced to NAD 83.
 AB3402
 AB3402.The geoid height was determined by GEOID03.
 AB3402
 AB3402;                    North         East     Units Scale Factor Converg.
 AB3402;SPC OH N     -   194,606.761   654,038.067   MT  0.99995772   +0 25 28.8
 AB3402;UTM  17      - 4,585,438.054   428,665.661   MT  0.99966262   -0 33 53.0
 AB3402
 AB3402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3402!SPC OH N     -   0.99996883  x   0.99995772  =   0.99992655
 AB3402!UTM  17      -   0.99996883  x   0.99966262  =   0.99963146
 AB3402
 AB3402:                Primary Azimuth Mark                     Grid Az
 AB3402:SPC OH N     -  CLE A                                    154 27 14.0
 AB3402:UTM  17      -  CLE A                                    155 26 35.8
 AB3402
 AB3402|---------------------------------------------------------------------|
 AB3402| PID    Reference Object                     Distance      Geod. Az  |
 AB3402|                                                           dddmmss.s |
 AB3402| AB6026 CLE A                               APPROX. 0.9 KM 1545242.8 |
 AB3402|---------------------------------------------------------------------|
 AB3402
 AB3402                          SUPERSEDED SURVEY CONTROL
 AB3402
 AB3402  ELLIP H (08/11/97)  198.72   (m)                       GP(       ) 4 2
 AB3402
 AB3402.Superseded values are not recommended for survey control.
 AB3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3402.See file dsdata.txt to determine how the superseded data were derived.
 AB3402
 AB3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2866685438(NAD 83)
 AB3402_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3402_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AB3402_STAMPING: AP 1962 STA D
 AB3402_MARK LOGO: CGS   
 AB3402_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3402+STABILITY: SURFACE MOTION
 AB3402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3402+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004
 AB3402
 AB3402  HISTORY     - Date     Condition        Report By
 AB3402  HISTORY     - 1962     MONUMENTED       CGS
 AB3402  HISTORY     - 19880815 GOOD             NGS
 AB3402  HISTORY     - 19950725 GOOD             NGS
 AB3402  HISTORY     - 19971001 GOOD             NGS
 AB3402  HISTORY     - 20040525 GOOD             NGS
 AB3402
 AB3402                          STATION DESCRIPTION
 AB3402
 AB3402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (WMR)
 AB3402'THE STATION IS NEAR RUNWAY END 10L, 502 FT (153.0 M) EAST OF THE
 AB3402'RUNWAY END, 234 FT (71.3 M) SOUTHEAST OF THE NORTHEAST CORNER OF
 AB3402'TAXIWAY OSCAR, 50 FT (15.2 M) NORTH OF THE NORTH EDGE OF RUNWAY
 AB3402'10L-28R, 24.7 FT (7.5 M) NORTHEAST OF THE NORTHEAST EDGE OF TAXIWAY 0
 AB3402'AND 42.5 FT (13.0 M) NORTH OF THE RUNWAY LIGHT WHICH IS AT THE
 AB3402'INTERSECTION.  TOPOGRAPHIC STATION DISK STAMPED AP 1962 STA D IN TOP
 AB3402'OF 6 INCH DRAIN TILE FILLED WITH CEMENT AN ABOUT FLUSH WITH THE
 AB3402'GROUND.
 AB3402
 AB3402                          STATION RECOVERY (1995)
 AB3402
 AB3402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3402'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF CLEVELAND, IN THE
 AB3402'SOUTHWEST QUADRANT OF THE JUNCTION OF INTERSTATE HIGHWAYS 71 AND 480
 AB3402'AT THE CLEVELAND-HOPKINS INTERNATIONAL AIRPORT, IN GRASS ON THE NORTH
 AB3402'SIDE OF THE RUNWAY, ON THE NORTHEAST SIDE OF THE JUNCTION OF THE
 AB3402'RUNWAY AND TAXI O, JUST EAST OF RUNWAY END 10, AND ON THE NORTH SIDE
 AB3402'OF THE AIRFIELD.  OWNERSHIP--CITY OF CLEVELAND, DEPARTMENT OF PORT
 AB3402'CONTROL, 5300 RIVERSIDE DRIVE, CLEVELAND, OH.  44135-3193. OPERATIONS
 AB3402'MANAGER IS ERIC WILLIAMS, OPERATIONS SUPERINTENDENT IS JACK SWEDYK,
 AB3402'AND OPERATIONS AGENT I IS PAUL L.  JIRA.  CONTACT ONE OF THEM AT LEAST
 AB3402'TWO DAYS IN ADVANCE TO ARRANGE FOR AN ESCORT TO THIS STATION.  PHONE
 AB3402'216-265-6090.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AB3402'INTERSTATE HIGHWAY 480 AND STATE HIGHWAY 237 (BEREA FREEWAY) , (EXIT
 AB3402'10) ON THE SOUTHWEST SIDE OF CLEVELAND, GO SOUTHWEST ON HIGHWAY 237
 AB3402'FOR 0.88 KM (0.55 MI) TO THE ENTRANCE ROAD TO THE TERMINAL ON THE
 AB3402'RIGHT.  CONTINUE SOUTHWEST ON HIGHWAY 237 FOR 0.88 KM (0.55 MI) TO AN
 AB3402'EXIT RAMP ON THE RIGHT (SNOW ROAD) .  BEAR RIGHT, SOUTHWEST, ON THE
 AB3402'EXIT RAMP FOR 0.32 KM (0.20 MI) TO A PAVED ROAD LEFT AT A STOP LIGHT.
 AB3402'CONTINUE SOUTHWEST ON SNOW ROAD FOR 0.08 KM (0.05 MI) TO A PAVED
 AB3402'Y-JUNCTION RIGHT (FIVE POINTS ROAD) .  TURN RIGHT, WEST, ON FIVE
 AB3402'POINTS ROAD FOR 0.24 KM (0.15 MI) TO A PAVED CROSSROAD (CARGO ROAD) .
 AB3402'TURN RIGHT, WEST, ON CARGO ROAD FOR 0.16 KM (0.10 MI) TO A GUARD BOOTH
 AB3402'AND A GATE AT THE APRON.  AN ESCORT WILL MEET YOU HERE.  THE STATION
 AB3402'IS SET IN THE TOP OF A 18 CM ROUND DRAIN TILE PIPE FILLED WITH
 AB3402'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 15.6 M (51.2 FT) NORTH OF
 AB3402'THE NORTH EDGE OF THE RUNWAY, 12.9 M (42.3 FT) NORTH-NORTHWEST OF A
 AB3402'RUNWAY LIGHT AT THE TAXI RUNWAY JUNCTION, 8.7 M (28.5 FT)
 AB3402'NORTH-NORTHEAST OF THE NORTH EDGE OF THE RUNWAY AT THE JUNCTION WITH
 AB3402'THE TAXI, 7.4 M (24.3 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE TAXI,
 AB3402'AND 0.1 M (0.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.  DESCRIBED BY
 AB3402'D.G.  AUG THIS IS A SECONDARY AIRPORT CONTROL STATION.
 AB3402
 AB3402                          STATION RECOVERY (1997)
 AB3402
 AB3402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB3402'RECOVERED AS DESCRIBED WITH NOTES 01OCT1997.  THE MARK IS A CGS
 AB3402'TOPOGRAPHIC STATION DISK SET IN CONCRETE IN A 15 CM (6 IN) DIA CLAY
 AB3402'PIPE EMBEDDED IN THE GROUND.  TOTAL DEPTH OF STATION UNCERTAIN.  A
 AB3402'HISTORY OF NO MOVEMENT UPGRADES THIS STATION TO C STABILITY.  THE
 AB3402'TAXIWAY OF RECORD IS GONE WITH ONLY A TWENTY-FIVE FOOT SHOULDER
 AB3402'REMAINING.  UPDATED TIES ARE AS FOLLOWS.*  THE STATION IS LOCATED
 AB3402'153.3 M (503.0 FT) EAST FROM THE EXTENDED END OF RUNWAY AT APPROACH 10
 AB3402'AS MEASURED PARALLEL TO THE RUNWAY CENTER, 38.2 M (125.3 FT) NORTH
 AB3402'FROM THE RUNWAY CENTER, 60.8 M (199.5 FT) EAST FROM THE SECOND RUNWAY
 AB3402'LIGHT EAST FROM APPROACH 10 WHICH IS IN THE MIDDLE OF A 7.7 M (25.3
 AB3402'FT) SHOULDER, 12.9 M (42.3 FT) NORTH FROM THE THIRD RUNWAY LIGHT FROM
 AB3402'APPROACH 10 WHICH IS LOCATED JUST EAST FROM THE SHOULDER AREA, 19.3 M
 AB3402'(63.3 FT) WEST FROM THE SOUTHWEST FOUNDATION CORNER OF THE SOUTHERLY
 AB3402'OF TWO VASIS, 15.7 M (51.5 FT) NORTH FROM THE RUNWAY EDGE AT THE NORTH
 AB3402'SIDE OF A WHITE PAINT BAR AND 8.9 M (29.2 FT) NORTH-NORTHEAST FROM A
 AB3402'PAVEMENT CORNER AT THE END OF A CURVE CONCAVE TO THE NORTHEAST.  THE
 AB3402'MARK IS RECESSED 10 CM (4 IN) BELOW GRADE.
 AB3402
 AB3402                          STATION RECOVERY (2004)
 AB3402
 AB3402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 AB3402'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2959 ***********************************************************************
 MB2959  DESIGNATION -  CLEVE HBR LT AMC
 MB2959  PID         -  MB2959
 MB2959  STATE/COUNTY-  OH/CUYAHOGA
 MB2959  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB2959
 MB2959                         *CURRENT SURVEY CONTROL
 MB2959  ___________________________________________________________________
 MB2959* NAD 83(1995)-  41 30 32.41181(N)    081 43 03.75720(W)     ADJUSTED  
 MB2959* NAVD 88     -       194.     (meters)     636.     (feet)  VERTCON   
 MB2959  ___________________________________________________________________
 MB2959  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 MB2959  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 MB2959
 MB2959  HORZ ORDER  -  SECOND
 MB2959
 MB2959.The horizontal coordinates were established by classical geodetic methods
 MB2959.and adjusted by the National Geodetic Survey in April 1998..
 MB2959
 MB2959.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2959
 MB2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2959
 MB2959.The geoid height was determined by GEOID03.
 MB2959
 MB2959;                    North         East     Units Scale Factor Converg.
 MB2959;SPC OH N     -   204,880.333   665,306.226   MT  0.99996876   +0 30 50.1
 MB2959;UTM  17      - 4,595,512.378   440,106.011   MT  0.99964415   -0 28 32.4
 MB2959
 MB2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2959!SPC OH N     -   0.99997499  x   0.99996876  =   0.99994375
 MB2959!UTM  17      -   0.99997499  x   0.99964415  =   0.99961915
 MB2959
 MB2959:                Primary Azimuth Mark                     Grid Az
 MB2959:SPC OH N     -  BELL 2 ECC                               114 29 12.5
 MB2959:UTM  17      -  BELL 2 ECC                               115 28 35.0
 MB2959
 MB2959|---------------------------------------------------------------------|
 MB2959| PID    Reference Object                     Distance      Geod. Az  |
 MB2959|                                                           dddmmss.s |
 MB2959| MB2868 BELL 2 ECC                          APPROX. 2.9 KM 1150002.6 |
 MB2959| MB2958 CLEVELAND W BRKWTR LT                 3.147 METERS 16915     |
 MB2959| MB2960 CLEVELAND 5 MILE CRIB               APPROX. 5.2 KM 3280447.2 |
 MB2959|---------------------------------------------------------------------|
 MB2959
 MB2959                          SUPERSEDED SURVEY CONTROL
 MB2959
 MB2959  NAD 83(1995)-  41 30 32.42126(N)    081 43 03.75973(W) AD(       ) 2
 MB2959  NAD 83(1986)-  41 30 32.42190(N)    081 43 03.76484(W) AD(       ) 2
 MB2959  NAD 27      -  41 30 32.23687(N)    081 43 04.28883(W) AD(       ) 2
 MB2959  NGVD 29 (07/19/86)  194.     (m)          636.     (f) VERT ANG       
 MB2959
 MB2959.Superseded values are not recommended for survey control.
 MB2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2959.See file dsdata.txt to determine how the superseded data were derived.
 MB2959
 MB2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4010695512(NAD 83)
 MB2959_MARKER: 14 = NAVIGATION LIGHT
 MB2959
 MB2959  HISTORY     - Date     Condition        Report By
 MB2959  HISTORY     - 1976     FIRST OBSERVED   NOSAMC
 MB2959  HISTORY     - 19970323 GOOD             USPSQD
 MB2959
 MB2959                          STATION DESCRIPTION
 MB2959
 MB2959'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1442 ***********************************************************************
 MB1442  DESIGNATION -  CLEVELAND
 MB1442  PID         -  MB1442
 MB1442  STATE/COUNTY-  OH/CUYAHOGA
 MB1442  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1442
 MB1442                         *CURRENT SURVEY CONTROL
 MB1442  ___________________________________________________________________
 MB1442* NAD 83(1986)-  41 32 19.     (N)    081 37 43.     (W)     SCALED    
 MB1442* NAVD 88     -       190.063  (meters)     623.57   (feet)  POSTED    
 MB1442  ___________________________________________________________________
 MB1442  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 MB1442  DYNAMIC HT  -         189.990 (meters)     623.33  (feet)  COMP
 MB1442  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 MB1442
 MB1442  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MB1442
 MB1442.The horizontal coordinates were scaled from a topographic map and have
 MB1442.an estimated accuracy of +/- 6 seconds.
 MB1442
 MB1442.The orthometric height was determined by differential leveling
 MB1442.and adjusted by the National Geodetic Survey in 1992..
 MB1442.No vertical observational check was made to the station.
 MB1442.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MB1442.was located on a no-check spur therefore a value was not computed.
 MB1442
 MB1442.The geoid height was determined by GEOID03.
 MB1442
 MB1442.The dynamic height is computed by dividing the NAVD 88
 MB1442.geopotential number by the normal gravity value computed on the
 MB1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1442.degrees latitude (g = 980.6199 gals.).
 MB1442
 MB1442.The modeled gravity was interpolated from observed gravity values.
 MB1442
 MB1442;                    North         East    Units  Estimated Accuracy
 MB1442;SPC OH N     -   208,240.      672,710.      MT  (+/- 180 meters Scaled)
 MB1442
 MB1442                          SUPERSEDED SURVEY CONTROL
 MB1442
 MB1442  NGVD 29 (??/??/92)  190.279  (m)          624.27   (f) ADJ UNCH    1 2
 MB1442
 MB1442.Superseded values are not recommended for survey control.
 MB1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1442.See file dsdata.txt to determine how the superseded data were derived.
 MB1442
 MB1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF475987(NAD 83)
 MB1442_MARKER: DB = BENCH MARK DISK
 MB1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1442_STAMPING: CLEVELAND 1934
 MB1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1442+STABILITY: SURFACE MOTION
 MB1442
 MB1442  HISTORY     - Date     Condition        Report By
 MB1442  HISTORY     - 1934     MONUMENTED       CGS
 MB1442  HISTORY     - 1981     MARK NOT FOUND   NGS
 MB1442  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MB1442  HISTORY     - 19950604 MARK NOT FOUND   USPSQD
 MB1442
 MB1442                          STATION DESCRIPTION
 MB1442
 MB1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1442'AT CLEVELAND.
 MB1442'AT CLEVELAND, CUYAHOGA COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MB1442'AT THE EAST EDGE OF GORDAN PARK, 50 YARDS WEST OF A BOARD FENCE,
 MB1442'76 FEET NORTH OF THE NORTH RAIL, 27 FEET WEST OF A 3-FOOT OAK
 MB1442'TREE, AND 5 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 MB1442'DISK, STAMPED CLEVELAND 1934 AND SET IN THE TOP OF A CONCRETE
 MB1442'POST.
 MB1442
 MB1442                          STATION RECOVERY (1981)
 MB1442
 MB1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1442'SEARCHED FOR BUT NOT RECOVERED, THE LOCATION AND AREA HAVE CHANGED,
 MB1442'LOCATION IS NOW BELOW THE LEVEL OF THE TRACKS, DESCRIPTION NOW
 MB1442'INADEQUATE.
 MB1442
 MB1442                          STATION RECOVERY (1987)
 MB1442
 MB1442'RECOVERY NOTE BY US POWER SQUADRON 1987 (GHB)
 MB1442'MARK NOT FOUND.
 MB1442
 MB1442                          STATION RECOVERY (1995)
 MB1442
 MB1442'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH8999 ***********************************************************************
 DH8999  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8999  DESIGNATION -  CLEVELAND CORS ARP
 DH8999  CORS_ID     -  OHCD
 DH8999  PID         -  DH8999
 DH8999  STATE/COUNTY-  OH/CUYAHOGA
 DH8999  USGS QUAD   -  CLEVELAND NORTH (1994)
 DH8999
 DH8999                         *CURRENT SURVEY CONTROL
 DH8999  ___________________________________________________________________
 DH8999* NAD 83(CORS)-  41 32 26.65137(N)    081 38 06.50668(W)     ADJUSTED  
 DH8999* NAVD 88     -                                                        
 DH8999  ___________________________________________________________________
 DH8999  EPOCH DATE  -        2002.00
 DH8999  X           -     695,534.799 (meters)                     COMP
 DH8999  Y           -  -4,730,225.576 (meters)                     COMP
 DH8999  Z           -   4,207,656.383 (meters)                     COMP
 DH8999  ELLIP HEIGHT-         145.74  (meters)          (03/??/06) GPS OBS
 DH8999  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DH8999
 DH8999  HORZ ORDER  -  SPECIAL (CORS)
 DH8999  ELLP ORDER  -  SPECIAL (CORS)
 DH8999
 DH8999.ITRF positions are available for this station.
 DH8999.The coordinates were established by GPS observations
 DH8999.and adjusted by the National Geodetic Survey in March 2006..
 DH8999.The coordinates are valid at the epoch date displayed above.
 DH8999.The epoch date for horizontal control is a decimal equivalence
 DH8999.of Year/Month/Day.
 DH8999
 DH8999
 DH8999.The PID for the CORS L1 Phase Center is DH9000.
 DH8999
 DH8999.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8999
 DH8999.The ellipsoidal height was determined by GPS observations
 DH8999.and is referenced to NAD 83.
 DH8999
 DH8999.The geoid height was determined by GEOID03.
 DH8999
 DH8999;                    North         East     Units Scale Factor Converg.
 DH8999;SPC OH N     -   208,469.568   672,164.045   MT  0.99997317   +0 34 05.4
 DH8999
 DH8999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8999!SPC OH N     -   0.99997714  x   0.99997317  =   0.99995031
 DH8999
 DH8999                          SUPERSEDED SURVEY CONTROL
 DH8999
 DH8999.No superseded survey control is available for this station.
 DH8999
 DH8999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4702298981(NAD 83)
 DH8999_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH8999
 DH8999                          STATION DESCRIPTION
 DH8999
 DH8999'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH8999'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH8999'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8999'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8999'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH8999'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH9000 ***********************************************************************
 DH9000  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9000  DESIGNATION -  CLEVELAND CORS L1 PHASE CENTER
 DH9000  CORS_ID     -  OHCD
 DH9000  PID         -  DH9000
 DH9000  STATE/COUNTY-  OH/CUYAHOGA
 DH9000  USGS QUAD   -  CLEVELAND NORTH (1994)
 DH9000
 DH9000                         *CURRENT SURVEY CONTROL
 DH9000  ___________________________________________________________________
 DH9000* NAD 83(CORS)-  41 32 26.65138(N)    081 38 06.50666(W)     ADJUSTED  
 DH9000* NAVD 88     -                                                        
 DH9000  ___________________________________________________________________
 DH9000  EPOCH DATE  -        2002.00
 DH9000  X           -     695,534.808 (meters)                     COMP
 DH9000  Y           -  -4,730,225.635 (meters)                     COMP
 DH9000  Z           -   4,207,656.436 (meters)                     COMP
 DH9000  ELLIP HEIGHT-         145.82  (meters)          (03/??/06) GPS OBS
 DH9000  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DH9000
 DH9000  HORZ ORDER  -  SPECIAL (CORS)
 DH9000  ELLP ORDER  -  SPECIAL (CORS)
 DH9000
 DH9000.ITRF positions are available for this station.
 DH9000.The coordinates were established by GPS observations
 DH9000.and adjusted by the National Geodetic Survey in March 2006..
 DH9000.The coordinates are valid at the epoch date displayed above.
 DH9000.The epoch date for horizontal control is a decimal equivalence
 DH9000.of Year/Month/Day.
 DH9000
 DH9000
 DH9000.The PID for the CORS ARP is DH8999.
 DH9000
 DH9000.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9000
 DH9000.The ellipsoidal height was determined by GPS observations
 DH9000.and is referenced to NAD 83.
 DH9000
 DH9000.The geoid height was determined by GEOID03.
 DH9000
 DH9000;                    North         East     Units Scale Factor Converg.
 DH9000;SPC OH N     -   208,469.568   672,164.045   MT  0.99997317   +0 34 05.4
 DH9000
 DH9000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9000!SPC OH N     -   0.99997713  x   0.99997317  =   0.99995030
 DH9000
 DH9000                          SUPERSEDED SURVEY CONTROL
 DH9000
 DH9000.No superseded survey control is available for this station.
 DH9000
 DH9000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4702298981(NAD 83)
 DH9000_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9000
 DH9000                          STATION DESCRIPTION
 DH9000
 DH9000'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9000'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9000'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9000'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9000'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9000'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2957 ***********************************************************************
 MB2957  DESIGNATION -  CLEVELAND EAST ENT LIGHT
 MB2957  PID         -  MB2957
 MB2957  STATE/COUNTY-  OH/CUYAHOGA
 MB2957  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB2957
 MB2957                         *CURRENT SURVEY CONTROL
 MB2957  ___________________________________________________________________
 MB2957* NAD 83(1995)-  41 32 35.10494(N)    081 39 04.54278(W)     ADJUSTED  
 MB2957* NAVD 88     -                                                        
 MB2957  ___________________________________________________________________
 MB2957  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 MB2957  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 MB2957
 MB2957  HORZ ORDER  -  THIRD
 MB2957
 MB2957.The horizontal coordinates were established by classical geodetic methods
 MB2957.and adjusted by the National Geodetic Survey in April 1998..
 MB2957.No horizontal observational check was made to the station.
 MB2957
 MB2957
 MB2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2957
 MB2957.The geoid height was determined by GEOID03.
 MB2957
 MB2957;                    North         East     Units Scale Factor Converg.
 MB2957;SPC OH N     -   208,717.137   670,816.398   MT  0.99997351   +0 33 27.3
 MB2957;UTM  17      - 4,599,252.210   445,679.777   MT  0.99963631   -0 25 54.9
 MB2957
 MB2957                          SUPERSEDED SURVEY CONTROL
 MB2957
 MB2957  NAD 83(1995)-  41 32 35.11481(N)    081 39 04.54560(W) AD(       ) 4
 MB2957  NAD 83(1986)-  41 32 35.11890(N)    081 39 04.54516(W) AD(       ) 4
 MB2957  NAD 27      -  41 32 34.92702(N)    081 39 05.07839(W) AD(       ) 3
 MB2957
 MB2957.Superseded values are not recommended for survey control.
 MB2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2957.See file dsdata.txt to determine how the superseded data were derived.
 MB2957
 MB2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4568099252(NAD 83)
 MB2957_MARKER: 14 = NAVIGATION LIGHT
 MB2957
 MB2957  HISTORY     - Date     Condition        Report By
 MB2957  HISTORY     - 1976     FIRST OBSERVED   NOSAMC
 MB2957  HISTORY     - 19970323 GOOD             USPSQD
 MB2957
 MB2957                          STATION DESCRIPTION
 MB2957
 MB2957'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2857 ***********************************************************************
 MB2857  DESIGNATION -  CLEVELAND MUNICIPAL TANK
 MB2857  PID         -  MB2857
 MB2857  STATE/COUNTY-  OH/CUYAHOGA
 MB2857  USGS QUAD   -  BROADVIEW HEIGHTS (1994)
 MB2857
 MB2857                         *CURRENT SURVEY CONTROL
 MB2857  ___________________________________________________________________
 MB2857* NAD 83(1995)-  41 18 21.14418(N)    081 39 43.02551(W)     ADJUSTED  
 MB2857* NAVD 88     -                                                        
 MB2857  ___________________________________________________________________
 MB2857  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 MB2857  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB2857
 MB2857  HORZ ORDER  -  THIRD
 MB2857
 MB2857.The horizontal coordinates were established by classical geodetic methods
 MB2857.and adjusted by the National Geodetic Survey in April 1998..
 MB2857
 MB2857
 MB2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2857
 MB2857.The geoid height was determined by GEOID03.
 MB2857
 MB2857;                    North         East     Units Scale Factor Converg.
 MB2857;SPC OH N     -   182,365.610   670,177.648   MT  0.99994776   +0 33 02.0
 MB2857;UTM  17      - 4,572,924.110   444,586.862   MT  0.99963779   -0 26 13.0
 MB2857
 MB2857                          SUPERSEDED SURVEY CONTROL
 MB2857
 MB2857  NAD 83(1995)-  41 18 21.15237(N)    081 39 43.02540(W) AD(       ) 4
 MB2857  NAD 83(1986)-  41 18 21.15342(N)    081 39 43.02835(W) AD(       ) 4
 MB2857  NAD 27      -  41 18 20.95495(N)    081 39 43.57573(W) AD(       ) 3
 MB2857
 MB2857.Superseded values are not recommended for survey control.
 MB2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2857.See file dsdata.txt to determine how the superseded data were derived.
 MB2857
 MB2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4458772924(NAD 83)
 MB2857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2857+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 MB2857
 MB2857  HISTORY     - Date     Condition        Report By
 MB2857  HISTORY     - 1951     MONUMENTED       CGS
 MB2857  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MB2857  HISTORY     - 19970202 GOOD             USPSQD
 MB2857  HISTORY     - 20060608 GOOD             GEOCAC
 MB2857
 MB2857                          STATION DESCRIPTION
 MB2857
 MB2857'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MB2857'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF BRECKSVILLE, 1
 MB2857'MILE EAST OF
 MB2857'BROADVIEW HEIGHTS, 1 MILE EAST OF BROADVIEW ROAD, 0.5 MILE WEST OF
 MB2857'BARR ROAD, 0.25 MILE WEST OF
 MB2857'BLOSSOM HILL SCHOOL AND ABOUT 100 YARDS SOUTH OF OAKS ROAD.  IT
 MB2857'IS AN 8 LEGGED, STEEL ELEVATED TANK, HAS A
 MB2857'DOMED TOP AND AN ENCLOSED WALKWAY AROUND THE
 MB2857'BOTTOM OF THE TANK.  THE TANK IS PAINTED SILVER AND IS ABOUT
 MB2857'160 FEET HIGH.  THE POINT OF
 MB2857'INTERSECTION WAS A METAL BALL AT THE APEX OF THE ROOF OF THE TANK.
 MB2857
 MB2857                          STATION RECOVERY (1957)
 MB2857
 MB2857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 MB2857'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  ORIGINAL
 MB2857'DESCRIPTION IS
 MB2857'ADEQUATE AND CORRECT.
 MB2857
 MB2857                          STATION RECOVERY (1997)
 MB2857
 MB2857'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2857'RECOVERED IN GOOD CONDITION.
 MB2857
 MB2857                          STATION RECOVERY (2006)
 MB2857
 MB2857'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2862 ***********************************************************************
 MB2862  DESIGNATION -  CLEVELAND ST MICHAELS CH SPIRE
 MB2862  PID         -  MB2862
 MB2862  STATE/COUNTY-  OH/CUYAHOGA
 MB2862  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB2862
 MB2862                         *CURRENT SURVEY CONTROL
 MB2862  ___________________________________________________________________
 MB2862* NAD 83(1995)-  41 28 11.75418(N)    081 42 02.86006(W)     ADJUSTED  
 MB2862* NAVD 88     -                                                        
 MB2862  ___________________________________________________________________
 MB2862  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 MB2862  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 MB2862
 MB2862  HORZ ORDER  -  THIRD
 MB2862
 MB2862.The horizontal coordinates were established by classical geodetic methods
 MB2862.and adjusted by the National Geodetic Survey in April 1998..
 MB2862
 MB2862
 MB2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2862
 MB2862.The geoid height was determined by GEOID03.
 MB2862
 MB2862;                    North         East     Units Scale Factor Converg.
 MB2862;SPC OH N     -   200,554.045   666,758.102   MT  0.99996374   +0 31 30.1
 MB2862;UTM  17      - 4,591,163.072   441,482.524   MT  0.99964214   -0 27 50.8
 MB2862
 MB2862                          SUPERSEDED SURVEY CONTROL
 MB2862
 MB2862  NAD 83(1995)-  41 28 11.76481(N)    081 42 02.85417(W) AD(       ) 4
 MB2862  NAD 83(1986)-  41 28 11.76434(N)    081 42 02.87009(W) AD(       ) 4
 MB2862  NAD 27      -  41 28 11.57400(N)    081 42 03.40200(W) AD(       ) 3
 MB2862
 MB2862.Superseded values are not recommended for survey control.
 MB2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2862.See file dsdata.txt to determine how the superseded data were derived.
 MB2862
 MB2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4148391163(NAD 83)
 MB2862
 MB2862  HISTORY     - Date     Condition        Report By
 MB2862  HISTORY     - 1943     MONUMENTED       CGS
 MB2862  HISTORY     - 1952     SEE DESCRIPTION  CGS
 MB2862  HISTORY     - 19940904 GOOD             USPSQD
 MB2862
 MB2862                          STATION DESCRIPTION
 MB2862
 MB2862'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2862'THE STATION IS LOCATED IN THE CITY OF CLEVELAND, AT
 MB2862'THE JUNCTION OF
 MB2862'STATE HIGHWAY 10 AND WEST BOULEVARD, AT THE NW
 MB2862'CORNER OF THE SQUARE.  IT IS A
 MB2862'GRAY STONE BUILDING ERECTED IN
 MB2862'1928, HAS A SPIRE 208 FEET HIGH WITH A GOLD CROSS
 MB2862'PAINTED ON TOP
 MB2862'AND A RED WARNING LIGHT AT 200 FEET.
 MB2862'
 MB2862'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE AT THE BASE
 MB2862'OF THE CROSS.
 MB2862'
 MB2862'THIS IS AN INTERSECTION STATION.
 MB2862
 MB2862                          STATION RECOVERY (1952)
 MB2862
 MB2862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WTJ)
 MB2862'THE WRITTEN DESCRIPTION OF ST. IGNATIUS CHURCH, SPIRE IS CORRECT.
 MB2862'BUT THE LATITUDE AND LONGITUDE AS
 MB2862'GIVEN IS INCORRECT.  ACCORDING TO THE LATITUDE AND LONGITUDE GIVEN
 MB2862'THE CHURCH SPIRE OBSERVED WAS
 MB2862'THAT OF THE ST. MICHAELS CHURCH WHICH IS LOCATED AT THE
 MB2862'INTERSECTION OF SCRANTON ROAD AND CLARK. ST.
 MB2862'MICHAELS CHURCH IS A GRAY STONE BUILDING
 MB2862'ERECTED IN 1889, AND HAS A SPIRE ABOUT 190 FEET HIGH WITH A
 MB2862'CROSS ATOP.
 MB2862
 MB2862                          STATION RECOVERY (1994)
 MB2862
 MB2862'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2866 ***********************************************************************
 MB2866  DESIGNATION -  CLEVELAND TERMINAL TOWER
 MB2866  PID         -  MB2866
 MB2866  STATE/COUNTY-  OH/CUYAHOGA
 MB2866  USGS QUAD   -  CLEVELAND SOUTH (1984)
 MB2866
 MB2866                         *CURRENT SURVEY CONTROL
 MB2866  ___________________________________________________________________
 MB2866* NAD 83(1995)-  41 29 53.80879(N)    081 41 36.04616(W)     ADJUSTED  
 MB2866* NAVD 88     -                                                        
 MB2866  ___________________________________________________________________
 MB2866  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 MB2866  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 MB2866
 MB2866  HORZ ORDER  -  THIRD
 MB2866
 MB2866.The horizontal coordinates were established by classical geodetic methods
 MB2866.and adjusted by the National Geodetic Survey in April 1998..
 MB2866
 MB2866
 MB2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2866
 MB2866.The geoid height was determined by GEOID03.
 MB2866
 MB2866;                    North         East     Units Scale Factor Converg.
 MB2866;SPC OH N     -   203,708.008   667,351.127   MT  0.99996733   +0 31 47.8
 MB2866;UTM  17      - 4,594,305.308   442,129.703   MT  0.99964121   -0 27 33.9
 MB2866
 MB2866                          SUPERSEDED SURVEY CONTROL
 MB2866
 MB2866  NAD 83(1995)-  41 29 53.81837(N)    081 41 36.04851(W) AD(       ) 4
 MB2866  NAD 83(1986)-  41 29 53.81949(N)    081 41 36.05801(W) AD(       ) 4
 MB2866  NAD 27      -  41 29 53.63285(N)    081 41 36.64387(W) AD(       ) 3
 MB2866
 MB2866.Superseded values are not recommended for survey control.
 MB2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2866.See file dsdata.txt to determine how the superseded data were derived.
 MB2866
 MB2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4213094305(NAD 83)
 MB2866_MARKER: 55 = TOWER
 MB2866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2866+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 MB2866
 MB2866  HISTORY     - Date     Condition        Report By
 MB2866  HISTORY     - 1976     FIRST OBSERVED   NOSAMC
 MB2866  HISTORY     - 19940619 GOOD             USPSQD
 MB2866  HISTORY     - 20041004 GOOD             USPSQD
 MB2866
 MB2866                          STATION DESCRIPTION
 MB2866
 MB2866'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2958 ***********************************************************************
 MB2958  DESIGNATION -  CLEVELAND W BRKWTR LT
 MB2958  PID         -  MB2958
 MB2958  STATE/COUNTY-  OH/CUYAHOGA
 MB2958  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB2958
 MB2958                         *CURRENT SURVEY CONTROL
 MB2958  ___________________________________________________________________
 MB2958* NAD 83(1995)-  41 30 32.31158(N)    081 43 03.73187(W)     ADJUSTED  
 MB2958* NAVD 88     -                                                        
 MB2958  ___________________________________________________________________
 MB2958  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 MB2958  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 MB2958
 MB2958  HORZ ORDER  -  THIRD
 MB2958
 MB2958.The horizontal coordinates were established by classical geodetic methods
 MB2958.and adjusted by the National Geodetic Survey in April 1998..
 MB2958
 MB2958
 MB2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2958
 MB2958.The geoid height was determined by GEOID03.
 MB2958
 MB2958;                    North         East     Units Scale Factor Converg.
 MB2958;SPC OH N     -   204,877.246   665,306.841   MT  0.99996875   +0 30 50.1
 MB2958;UTM  17      - 4,595,509.282   440,106.572   MT  0.99964414   -0 28 32.4
 MB2958
 MB2958                          SUPERSEDED SURVEY CONTROL
 MB2958
 MB2958  NAD 83(1995)-  41 30 32.32103(N)    081 43 03.73440(W) AD(       ) 4
 MB2958  NAD 83(1986)-  41 30 32.32177(N)    081 43 03.73873(W) AD(       ) 4
 MB2958  NAD 27      -  41 30 32.13679(N)    081 43 04.26354(W) AD(       ) 3
 MB2958
 MB2958.Superseded values are not recommended for survey control.
 MB2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2958.See file dsdata.txt to determine how the superseded data were derived.
 MB2958
 MB2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4010795509(NAD 83)
 MB2958_MARKER: 14 = NAVIGATION LIGHT
 MB2958
 MB2958  HISTORY     - Date     Condition        Report By
 MB2958  HISTORY     - 1976     FIRST OBSERVED   NOSAMC
 MB2958  HISTORY     - 19970323 GOOD             USPSQD
 MB2958
 MB2958                          STATION DESCRIPTION
 MB2958
 MB2958'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF4066 ***********************************************************************
 DF4066  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4066  DESIGNATION -  CLEVELAND WAAS 1 CORS ARP
 DF4066  CORS_ID     -  ZOB1
 DF4066  PID         -  DF4066
 DF4066  STATE/COUNTY-  OH/LORAIN
 DF4066  USGS QUAD   -  OBERLIN (1979)
 DF4066
 DF4066                         *CURRENT SURVEY CONTROL
 DF4066  ___________________________________________________________________
 DF4066* NAD 83(CORS)-  41 17 49.72616(N)    082 12 23.17484(W)     ADJUSTED  
 DF4066* NAVD 88     -                                                        
 DF4066  ___________________________________________________________________
 DF4066  EPOCH DATE  -        2002.00
 DF4066  X           -     650,770.945 (meters)                     COMP
 DF4066  Y           -  -4,754,716.742 (meters)                     COMP
 DF4066  Z           -   4,187,420.546 (meters)                     COMP
 DF4066  ELLIP HEIGHT-         224.42  (meters)          (02/??/03) GPS OBS
 DF4066  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DF4066
 DF4066  HORZ ORDER  -  SPECIAL (CORS)
 DF4066  ELLP ORDER  -  SPECIAL (CORS)
 DF4066
 DF4066.ITRF positions are available for this station.
 DF4066.The coordinates were established by GPS observations
 DF4066.and adjusted by the National Geodetic Survey in February 2003..
 DF4066.The coordinates are valid at the epoch date displayed above.
 DF4066.The epoch date for horizontal control is a decimal equivalence
 DF4066.of Year/Month/Day.
 DF4066
 DF4066
 DF4066.The PID for the CORS L1 Phase Center is DF8965.
 DF4066
 DF4066.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4066
 DF4066.The ellipsoidal height was determined by GPS observations
 DF4066.and is referenced to NAD 83.
 DF4066
 DF4066.The geoid height was determined by GEOID03.
 DF4066
 DF4066;                    North         East     Units Scale Factor Converg.
 DF4066;SPC OH N     -   181,100.624   624,586.336   MT  0.99994714   +0 11 34.3
 DF4066
 DF4066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4066!SPC OH N     -   0.99996480  x   0.99994714  =   0.99991194
 DF4066
 DF4066                          SUPERSEDED SURVEY CONTROL
 DF4066
 DF4066.No superseded survey control is available for this station.
 DF4066
 DF4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9899372446(NAD 83)
 DF4066_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4066
 DF4066                          STATION DESCRIPTION
 DF4066
 DF4066'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF4066'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4066'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4066'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4066'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4066'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF8965 ***********************************************************************
 DF8965  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8965  DESIGNATION -  CLEVELAND WAAS 1 CORS L1 PHASE CENTER
 DF8965  CORS_ID     -  ZOB1
 DF8965  PID         -  DF8965
 DF8965  STATE/COUNTY-  OH/LORAIN
 DF8965  USGS QUAD   -  OBERLIN (1979)
 DF8965
 DF8965                         *CURRENT SURVEY CONTROL
 DF8965  ___________________________________________________________________
 DF8965* NAD 83(CORS)-  41 17 49.72609(N)    082 12 23.17483(W)     ADJUSTED  
 DF8965* NAVD 88     -                                                        
 DF8965  ___________________________________________________________________
 DF8965  EPOCH DATE  -        2002.00
 DF8965  X           -     650,770.985 (meters)                     COMP
 DF8965  Y           -  -4,754,717.033 (meters)                     COMP
 DF8965  Z           -   4,187,420.801 (meters)                     COMP
 DF8965  ELLIP HEIGHT-         224.81  (meters)          (02/??/03) GPS OBS
 DF8965  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 DF8965
 DF8965  HORZ ORDER  -  SPECIAL (CORS)
 DF8965  ELLP ORDER  -  SPECIAL (CORS)
 DF8965
 DF8965.ITRF positions are available for this station.
 DF8965.The coordinates were established by GPS observations
 DF8965.and adjusted by the National Geodetic Survey in February 2003..
 DF8965.The coordinates are valid at the epoch date displayed above.
 DF8965.The epoch date for horizontal control is a decimal equivalence
 DF8965.of Year/Month/Day.
 DF8965
 DF8965
 DF8965.The PID for the CORS ARP is DF4066.
 DF8965
 DF8965.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8965
 DF8965.The ellipsoidal height was determined by GPS observations
 DF8965.and is referenced to NAD 83.
 DF8965
 DF8965.The geoid height was determined by GEOID03.
 DF8965
 DF8965;                    North         East     Units Scale Factor Converg.
 DF8965;SPC OH N     -   181,100.622   624,586.336   MT  0.99994714   +0 11 34.3
 DF8965
 DF8965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8965!SPC OH N     -   0.99996474  x   0.99994714  =   0.99991188
 DF8965
 DF8965                          SUPERSEDED SURVEY CONTROL
 DF8965
 DF8965.No superseded survey control is available for this station.
 DF8965
 DF8965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9899372446(NAD 83)
 DF8965_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF8965
 DF8965                          STATION DESCRIPTION
 DF8965
 DF8965'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF8965'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8965'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8965'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8965'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8965'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2995 ***********************************************************************
 KY2995  DESIGNATION -  CLEWELL
 KY2995  PID         -  KY2995
 KY2995  STATE/COUNTY-  OH/SUMMIT
 KY2995  USGS QUAD   -  CANAL FULTON (1994)
 KY2995
 KY2995                         *CURRENT SURVEY CONTROL
 KY2995  ___________________________________________________________________
 KY2995* NAD 83(1995)-  40 58 02.56234(N)    081 35 32.86313(W)     ADJUSTED  
 KY2995* NAVD 88     -       331.8    (meters)    1089.     (feet)  VERTCON   
 KY2995  ___________________________________________________________________
 KY2995  X           -     705,214.292 (meters)                     COMP
 KY2995  Y           -  -4,771,358.044 (meters)                     COMP
 KY2995  Z           -   4,159,884.130 (meters)                     COMP
 KY2995  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 KY2995  ELLIP HEIGHT-         298.53  (meters)          (10/07/05) GPS OBS
 KY2995  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KY2995
 KY2995  HORZ ORDER  -  FIRST
 KY2995  ELLP ORDER  -  FOURTH    CLASS I
 KY2995
 KY2995.The horizontal coordinates were established by GPS observations
 KY2995.and adjusted by the National Geodetic Survey in April 1998..
 KY2995
 KY2995.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY2995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY2995
 KY2995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY2995
 KY2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2995
 KY2995.The ellipsoidal height was determined by GPS observations
 KY2995.and is referenced to NAD 83.
 KY2995
 KY2995.The geoid height was determined by GEOID03.
 KY2995
 KY2995;                    North         East     Units Scale Factor Converg.
 KY2995;SPC OH N     -   144,836.002   676,387.602   MT  0.99994067   +0 35 46.3
 KY2995;UTM  17      - 4,535,304.755   450,148.355   MT  0.99963059   -0 23 18.4
 KY2995
 KY2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2995!SPC OH N     -   0.99995317  x   0.99994067  =   0.99989385
 KY2995!UTM  17      -   0.99995317  x   0.99963059  =   0.99958378
 KY2995
 KY2995                          SUPERSEDED SURVEY CONTROL
 KY2995
 KY2995  ELLIP H (04/01/98)  298.56   (m)                       GP(       ) 4 1
 KY2995  NAD 83(1986)-  40 58 02.57030(N)    081 35 32.86794(W) AD(       ) 1
 KY2995  NGVD 29 (07/20/87)  332.0    (m)         1089.     (f) GPS OBS        
 KY2995
 KY2995.Superseded values are not recommended for survey control.
 KY2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2995.See file dsdata.txt to determine how the superseded data were derived.
 KY2995
 KY2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5014835305(NAD 83)
 KY2995_MARKER: DZ = AZIMUTH MARK DISK
 KY2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2995_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2995+STABILITY: SURFACE MOTION
 KY2995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY2995+SATELLITE: SATELLITE OBSERVATIONS - 1983
 KY2995
 KY2995  HISTORY     - Date     Condition        Report By
 KY2995  HISTORY     - 1983     MONUMENTED       NGS
 KY2995
 KY2995                          STATION DESCRIPTION
 KY2995
 KY2995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY2995'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 KY2995'
 KY2995'THE STATION IS LOCATED ABOUT 8.5 KM (5.25 MI) EAST FROM DOYLESTOWN,
 KY2995'6.5 KM (4 MI) NORTHEAST FROM CLINTON AND 5.25 KM (3.25 MI)
 KY2995'SOUTH-SOUTHEAST FROM BARBERTON.  OWNERSHIP--LINDA GROFF CLEWELL, 5420
 KY2995'GROVE ROAD, CLINTON, OHIO  44216.  TELEPHONE (216) 882-3770.
 KY2995'
 KY2995'TO REACH THE STATION FROM THE POST OFFICE AT BARBERTON, GO NORTH ON
 KY2995'THIRD STREET NORTHWEST FOR 1/2 BLOCK TO A CROSSROADS, TURN RIGHT AND
 KY2995'GO EAST ON EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A
 KY2995'CROSSROADS.  TURN RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 4.25 KM
 KY2995'(2.65 MI) TO A CROSSROADS.  TURN LEFT AND GO EAST ON VANDERHOOF ROAD
 KY2995'FOR 0.95 KM (0.6 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 KY2995'UPHILL ON GROVE ROAD FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT
 KY2995'BEHIND THE HOUSE IN THE SOUTHWEST CORNER OF THE PROPERTY.
 KY2995'
 KY2995'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 KY2995'---CLEWELL 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 KY2995'CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 87.2 METERS
 KY2995'(286.0 FEET) W FROM THE CENTER OF GROVE ROAD, 44.8 METERS (147.0
 KY2995'FEET) WSW FROM THE SOUTHWEST CORNER OF MR. CLEWELLS HOME, 15.2 METERS
 KY2995'(50.0 FEET) SW FROM A CARSONITE WITNESS POST, 15.9 METERS (52.2 FEET)
 KY2995'SW FROM A 14-INCH APPLE TREE, AND 1.5 METERS (5.0 FEET) NE FROM THE
 KY2995'MOST SOUTHWEST CORNER OF MRS. CLEWELLS PROPERTY.
 KY2995'
 KY2995'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 KY2995'---CLEWELL 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 KY2995'CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES) ABOVE THE
 KY2995'GROUND LOCATED 37.2 METERS (122.0 FEET) NE FROM THE NORTHEAST CORNER
 KY2995'OF MR. FOREST DANIELS HOME, 5.9 METERS (19.5 FEET) S FROM THE CENTER
 KY2995'OF JOHNS ROAD, 6.6 METERS (21.5 FEET) W FROM A POWERLINE POLE, AND
 KY2995'1.1 METERS (3.5 FEET) SE FROM A CARSONITE WITNESS POST.
 KY2995'
 KY2995'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GROVE ROAD
 KY2995'FOR 0.3 KM (0.2 MI) TO A CROSSROADS.  TURN RIGHT AND GO WEST ON
 KY2995'JOHNS ROAD FOR 0.3 KM (0.1 MI) TO THE AZIMUTH MARK ON THE LEFT ATOP A
 KY2995'SMALL CUTBANK JUST NORTHWEST FROM MR. DANIELS HOUSE AT 1944 JOHNS
 KY2995'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2996 ***********************************************************************
 KY2996  DESIGNATION -  CLEWELL AZ MK
 KY2996  PID         -  KY2996
 KY2996  STATE/COUNTY-  OH/SUMMIT
 KY2996  USGS QUAD   -  CANAL FULTON (1994)
 KY2996
 KY2996                         *CURRENT SURVEY CONTROL
 KY2996  ___________________________________________________________________
 KY2996* NAD 83(1995)-  40 57 50.33465(N)    081 35 43.21554(W)     ADJUSTED  
 KY2996* NAVD 88     -       332.4    (meters)    1091.     (feet)  VERTCON   
 KY2996  ___________________________________________________________________
 KY2996  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 KY2996  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KY2996
 KY2996  HORZ ORDER  -  SECOND
 KY2996
 KY2996.The horizontal coordinates were established by classical geodetic methods
 KY2996.and adjusted by the National Geodetic Survey in April 1998..
 KY2996.No horizontal observational check was made to the station.
 KY2996
 KY2996.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY2996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY2996
 KY2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2996
 KY2996.The geoid height was determined by GEOID03.
 KY2996
 KY2996;                    North         East     Units Scale Factor Converg.
 KY2996;SPC OH N     -   144,456.329   676,149.478   MT  0.99994077   +0 35 39.5
 KY2996;UTM  17      - 4,534,929.347   449,903.817   MT  0.99963089   -0 23 25.1
 KY2996
 KY2996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2996!SPC OH N     -   0.99995306  x   0.99994077  =   0.99989383
 KY2996!UTM  17      -   0.99995306  x   0.99963089  =   0.99958397
 KY2996
 KY2996                          SUPERSEDED SURVEY CONTROL
 KY2996
 KY2996  NAD 83(1986)-  40 57 50.34264(N)    081 35 43.22042(W) AD(       ) 2
 KY2996  NGVD 29 (07/20/87)  332.6    (m)         1091.     (f) VERT ANG       
 KY2996
 KY2996.Superseded values are not recommended for survey control.
 KY2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2996.See file dsdata.txt to determine how the superseded data were derived.
 KY2996
 KY2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4990434929(NAD 83)
 KY2996_MARKER: DZ = AZIMUTH MARK DISK
 KY2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2996_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2996+STABILITY: SURFACE MOTION
 KY2996
 KY2996  HISTORY     - Date     Condition        Report By
 KY2996  HISTORY     - 1983     MONUMENTED       NGS
 KY2996
 KY2996                          STATION DESCRIPTION
 KY2996
 KY2996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY2996'THE STATION IS LOCATED ABOUT 8.5 KM (5.25 MI) EAST FROM DOYLESTOWN
 KY2996'5.25 KM (3.25 MI) SOUTH-SOUTHEAST FROM BARBERTON AND 6 KM (3.75 MI)
 KY2996'NORTHEAST FROM CLINTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 KY2996'
 KY2996'TO REACH FROM THE POST OFFICE AT BARBERTON, GO NORTH ON THIRD STREET
 KY2996'NORTHWEST FOR 0.5 BLOCK TO A CROSSROADS.  TURN RIGHT AND GO EAST ON
 KY2996'EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A CROSSROADS.  TURN
 KY2996'RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 4.25 KM (2.65 MI) TO A
 KY2996'CROSSROADS.  TURN LEFT AND GO EAST ON VANDERHOOF ROAD FOR 0.95 KM
 KY2996'(0.6 MI) TO A SIDR ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON GROVE ROAD
 KY2996'FOR 0.8 KM (0.5 MI) TO A CROSSROADS.  TURN RIGHT AND GO WEST ON JOHNS
 KY2996'ROAD FOR 0.3 KM (0.2 MI) TO THE STATION ON THE LEFT ATOP A SMALL
 KY2996'CUTBANK.
 KY2996'
 KY2996'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
 KY2996'STAMPED---CLEWELL 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND
 KY2996'CONCRETE MONUMENT WHICH PROJECT 5 CM (2-INCHES).  IT IS 37.2 METERS
 KY2996'(122 FEET) NORTHEAST FROM THE NORTHEAST CORNER OF A HOUSE OWNED BY
 KY2996'MR. FOREST DANIELS, 1944 JOHNS ROAD, 5.9 METERS (19.5 FEET) SOUTH
 KY2996'FROM THE CENTER OF JOHNS ROAD, 6.6 METERS (21.5 FEET) WEST FROM A
 KY2996'POWERLINE POLE AND 1.1 METER (3.5 FEET SOUTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6064 ***********************************************************************
 AB6064  CBN         -  This is a Cooperative Base Network Control Station.
 AB6064  DESIGNATION -  CLI 1
 AB6064  PID         -  AB6064
 AB6064  STATE/COUNTY-  OH/CLINTON
 AB6064  USGS QUAD   -  WILMINGTON (1979)
 AB6064
 AB6064                         *CURRENT SURVEY CONTROL
 AB6064  ___________________________________________________________________
 AB6064* NAD 83(1995)-  39 24 15.04146(N)    083 51 10.18992(W)     ADJUSTED  
 AB6064* NAVD 88     -       322.6    (meters)    1058.     (feet)  GPS OBS   
 AB6064  ___________________________________________________________________
 AB6064  X           -     528,473.128 (meters)                     COMP
 AB6064  Y           -  -4,906,813.006 (meters)                     COMP
 AB6064  Z           -   4,027,272.745 (meters)                     COMP
 AB6064  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 AB6064  ELLIP HEIGHT-         289.60  (meters)          (03/08/05) GPS OBS
 AB6064  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AB6064
 AB6064  HORZ ORDER  -  B
 AB6064  ELLP ORDER  -  FOURTH    CLASS II
 AB6064
 AB6064.The horizontal coordinates were established by GPS observations
 AB6064.and adjusted by the National Geodetic Survey in August 1996..
 AB6064
 AB6064.The orthometric height was determined by GPS observations and a
 AB6064.high-resolution geoid model.
 AB6064
 AB6064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6064
 AB6064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6064
 AB6064.The ellipsoidal height was determined by GPS observations
 AB6064.and is referenced to NAD 83.
 AB6064
 AB6064.The geoid height was determined by GEOID03.
 AB6064
 AB6064;                    North         East     Units Scale Factor Converg.
 AB6064;SPC OH S     -   156,755.169   483,490.626   MT  0.99993597   -0 51 30.2
 AB6064;UTM  17      - 4,365,513.957   254,360.075   MT  1.00034298   -1 48 42.6
 AB6064
 AB6064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6064!SPC OH S     -   0.99995457  x   0.99993597  =   0.99989054
 AB6064!UTM  17      -   0.99995457  x   1.00034298  =   1.00029753
 AB6064
 AB6064                          SUPERSEDED SURVEY CONTROL
 AB6064
 AB6064  ELLIP H (08/20/96)  289.65   (m)                       GP(       ) 4 2
 AB6064
 AB6064.Superseded values are not recommended for survey control.
 AB6064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6064.See file dsdata.txt to determine how the superseded data were derived.
 AB6064
 AB6064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5436065514(NAD 83)
 AB6064_MARKER: I = METAL ROD
 AB6064_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6064_STAMPING: CLI 1
 AB6064_MARK LOGO: OHDT  
 AB6064_PROJECTION: FLUSH
 AB6064_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6064+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB6064_ROD/PIPE-DEPTH: 9.1  meters
 AB6064_SLEEVE-DEPTH  : 0.8 meters
 AB6064
 AB6064  HISTORY     - Date     Condition        Report By
 AB6064  HISTORY     - 1993     MONUMENTED       OHDT
 AB6064
 AB6064                          STATION DESCRIPTION
 AB6064
 AB6064'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (JRM)
 AB6064'AT ODOT CLINTON COUNTY GARAGE, 4.8 KM (3.00 MI) SOUTH ALONG US 68 FROM
 AB6064'CLINTON COUNTY COUTHOUSE IN WILMINGTON.  MARK IS 23.5 M (77.1 FT)
 AB6064'NORTH OF THE MAIN BUILDING NEAR FENCE, 40.8 M (133.9 FT) FROM THE
 AB6064'ENTRANCE GATE FENCEPOST, 67.1 M (220.1 FT) FROM THE CENTERLINE OF US
 AB6064'68, 5.5 M (18.0 FT) FROM AN ASH TREE.  MARK IS DRIVEN TO A DEPTH OF
 AB6064'9.1 M (29.9 FT) IN A 0.8 M (2.6 FT) SLEEVE.  OWNERSHIP--STATE OF OHIO,
 AB6064'DEPARTMENT OF TRANSPORTATION, DISTRICT 8 DEPUTY DIRECTOR, SR 741,
 AB6064'LEBANON, OHIO 45036.  THE MARK IS ACCESSIBLE ONLY BY ARRANGEMENT.
 AB6064'CONTACT THE ODOT CLINTON COUNTY SUPERINTENDENT, (513) 382-2229, FOR
 AB6064'ACCESS TO MARK.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A
 AB6064'REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1764 ***********************************************************************
 JY1764  DESIGNATION -  CLIFTON
 JY1764  PID         -  JY1764
 JY1764  STATE/COUNTY-  OH/GREENE
 JY1764  USGS QUAD   -  XENIA (1994)
 JY1764
 JY1764                         *CURRENT SURVEY CONTROL
 JY1764  ___________________________________________________________________
 JY1764* NAD 83(1995)-  39 44 02.31006(N)    083 52 29.85659(W)     ADJUSTED  
 JY1764* NAVD 88     -       297.8    (meters)     977.     (feet)  GPS OBS   
 JY1764  ___________________________________________________________________
 JY1764  X           -     524,087.028 (meters)                     COMP
 JY1764  Y           -  -4,883,805.034 (meters)                     COMP
 JY1764  Z           -   4,055,483.865 (meters)                     COMP
 JY1764  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 JY1764  ELLIP HEIGHT-         264.66  (meters)          (10/07/05) GPS OBS
 JY1764  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JY1764
 JY1764  HORZ ORDER  -  FIRST
 JY1764  ELLP ORDER  -  FOURTH    CLASS I
 JY1764
 JY1764.The horizontal coordinates were established by GPS observations
 JY1764.and adjusted by the National Geodetic Survey in April 1998..
 JY1764
 JY1764.The orthometric height was determined by GPS observations and a
 JY1764.high-resolution geoid model.
 JY1764
 JY1764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1764
 JY1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1764
 JY1764.The ellipsoidal height was determined by GPS observations
 JY1764.and is referenced to NAD 83.
 JY1764
 JY1764.The geoid height was determined by GEOID03.
 JY1764
 JY1764;                    North         East     Units Scale Factor Converg.
 JY1764;SPC OH S     -   193,393.748   482,142.407   MT  0.99995448   -0 52 20.8
 JY1764;UTM  17      - 4,402,184.742   253,625.495   MT  1.00034737   -1 50 19.2
 JY1764
 JY1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1764!SPC OH S     -   0.99995848  x   0.99995448  =   0.99991296
 JY1764!UTM  17      -   0.99995848  x   1.00034737  =   1.00030584
 JY1764
 JY1764:                Primary Azimuth Mark                     Grid Az
 JY1764:SPC OH S     -  CLIFTON AZ MK                            220 27 27.5
 JY1764:UTM  17      -  CLIFTON AZ MK                            221 25 25.9
 JY1764
 JY1764|---------------------------------------------------------------------|
 JY1764| PID    Reference Object                     Distance      Geod. Az  |
 JY1764|                                                           dddmmss.s |
 JY1764| JY1765 CLIFTON AZ MK                       482.106 METERS 2193506.7 |
 JY1764|---------------------------------------------------------------------|
 JY1764
 JY1764                          SUPERSEDED SURVEY CONTROL
 JY1764
 JY1764  ELLIP H (04/01/98)  264.72   (m)                       GP(       ) 4 1
 JY1764  NAD 83(1986)-  39 44 02.31672(N)    083 52 29.86389(W) AD(       ) 1
 JY1764
 JY1764.Superseded values are not recommended for survey control.
 JY1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1764.See file dsdata.txt to determine how the superseded data were derived.
 JY1764
 JY1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5362502185(NAD 83)
 JY1764_MARKER: DD = SURVEY DISK
 JY1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1764_SP_SET: CONCRETE POST
 JY1764_STAMPING: CLIFTON
 JY1764_MARK LOGO: OH-057
 JY1764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1764+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JY1764
 JY1764  HISTORY     - Date     Condition        Report By
 JY1764  HISTORY     - 1992     MONUMENTED       GRWAS
 JY1764
 JY1764                          STATION DESCRIPTION
 JY1764
 JY1764'DESCRIBED BY GRW AERIAL SURVEY 1992
 JY1764'FROM THE INTERSECTION OF WILBERFORCE-CLIFTON ROAD AND U.S. 42, GO
 JY1764'NORTH ON WILBERFORCE-CLIFTON ROAD APPROX. 1.99 MI (3.20 KM) TO THE
 JY1764'STATION ON THE RIGHT.
 JY1764'STATION IS LOCATED ON COUNTY ROAD C-94 (WILBERFORCE-CLIFTON ROAD),
 JY1764'0.15 MI (0.24 KM) SOUTHEAST FROM ITS INTERSECTION WITH XENIA
 JY1764'TOWNSHIP ROAD T-31 (CLARK RUN ROAD), 19.3 FT (5.88 M) EAST OF THE
 JY1764'ROAD CENTERLINE, 16 FT (4.88 M) SOUTH OF A POWER POLE ON THE EAST
 JY1764'SIDE OF THE ROAD, 39.2 FT (11.95 M) SOUTHEAST OF A CAST IRON FENCE
 JY1764'POST ON THE NORTHWEST SIDE OF THE ROAD, AND ABOUT 1 FT (0.30 M) LOWER
 JY1764'THAN THE ROAD.
 JY1764'MONUMENT IS SET ANOUT 12 IN BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1765 ***********************************************************************
 JY1765  DESIGNATION -  CLIFTON AZ MK
 JY1765  PID         -  JY1765
 JY1765  STATE/COUNTY-  OH/GREENE
 JY1765  USGS QUAD   -  XENIA (1994)
 JY1765
 JY1765                         *CURRENT SURVEY CONTROL
 JY1765  ___________________________________________________________________
 JY1765* NAD 83(1995)-  39 43 50.26283(N)    083 52 42.75728(W)     ADJUSTED  
 JY1765* NAVD 88     -       297.1    (meters)     975.     (feet)  GPS OBS   
 JY1765  ___________________________________________________________________
 JY1765  X           -     523,806.847 (meters)                     COMP
 JY1765  Y           -  -4,884,073.468 (meters)                     COMP
 JY1765  Z           -   4,055,197.703 (meters)                     COMP
 JY1765  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 JY1765  ELLIP HEIGHT-         264.02  (meters)          (10/07/05) GPS OBS
 JY1765  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JY1765
 JY1765  HORZ ORDER  -  FIRST
 JY1765  ELLP ORDER  -  FOURTH    CLASS I
 JY1765
 JY1765.The horizontal coordinates were established by GPS observations
 JY1765.and adjusted by the National Geodetic Survey in April 1998..
 JY1765
 JY1765.The orthometric height was determined by GPS observations and a
 JY1765.high-resolution geoid model.
 JY1765
 JY1765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1765
 JY1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1765
 JY1765.The ellipsoidal height was determined by GPS observations
 JY1765.and is referenced to NAD 83.
 JY1765
 JY1765.The geoid height was determined by GEOID03.
 JY1765
 JY1765;                    North         East     Units Scale Factor Converg.
 JY1765;SPC OH S     -   193,026.937   481,829.590   MT  0.99995413   -0 52 29.0
 JY1765;UTM  17      - 4,401,823.115   253,306.411   MT  1.00034931   -1 50 27.0
 JY1765
 JY1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1765!SPC OH S     -   0.99995858  x   0.99995413  =   0.99991271
 JY1765!UTM  17      -   0.99995858  x   1.00034931  =   1.00030788
 JY1765
 JY1765:                Primary Azimuth Mark                     Grid Az
 JY1765:SPC OH S     -  CLIFTON                                  040 27 27.4
 JY1765:UTM  17      -  CLIFTON                                  041 25 25.4
 JY1765
 JY1765|---------------------------------------------------------------------|
 JY1765| PID    Reference Object                     Distance      Geod. Az  |
 JY1765|                                                           dddmmss.s |
 JY1765| JY1764 CLIFTON                             482.106 METERS 0393458.4 |
 JY1765|---------------------------------------------------------------------|
 JY1765
 JY1765                          SUPERSEDED SURVEY CONTROL
 JY1765
 JY1765  ELLIP H (04/01/98)  264.09   (m)                       GP(       ) 4 1
 JY1765  NAD 83(1986)-  39 43 50.26950(N)    083 52 42.76459(W) AD(       ) 1
 JY1765
 JY1765.Superseded values are not recommended for survey control.
 JY1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1765.See file dsdata.txt to determine how the superseded data were derived.
 JY1765
 JY1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE5330601823(NAD 83)
 JY1765_MARKER: DD = SURVEY DISK
 JY1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1765_SP_SET: CONCRETE POST
 JY1765_STAMPING: CLIFTON AZI
 JY1765_MARK LOGO: OH-057
 JY1765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1765+STABILITY: SURFACE MOTION
 JY1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1765+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JY1765
 JY1765  HISTORY     - Date     Condition        Report By
 JY1765  HISTORY     - 1992     MONUMENTED       GRWAS
 JY1765  HISTORY     - 19981130 GOOD             USPSQD
 JY1765
 JY1765                          STATION DESCRIPTION
 JY1765
 JY1765'DESCRIBED BY GRW AERIAL SURVEY 1992
 JY1765'AZIMUTH MARK IS LOCATED ON COUNTY ROAD C-94 (WILBERFORCE CLIFTON ROAD)
 JY1765', 0.30 MI (0.48 KM) SOUTHWEST OF THE STATION. 18.5 FT (5.64 M) LEFT
 JY1765'(WEST) OF THE ROAD CENTERLINE, 35 FT (10.67 M) SOUTH OF O.B.T
 JY1765'JUNCTION BOX, 273 FT (83.21 M) NORTH OF THE POWER POLE ACROSS FROM
 JY1765'1751 WILBERFORCE CLIFTON ROAD, 237 FT (72.24 M) NORTHEAST OF THE
 JY1765'NORTHEAST CORNER OF A HOUSE, AND 137 FT (41.76 M) SOUTHWEST OF A WOOD
 JY1765'FENCE POST.
 JY1765'MONUMENT IS SET APPROX. 12 IN BELOW THE SURFACE.
 JY1765
 JY1765                          STATION RECOVERY (1998)
 JY1765
 JY1765'RECOVERY NOTE BY US POWER SQUADRON 1998
 JY1765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0996 ***********************************************************************
 MC0996  DESIGNATION -  CLINTON 2
 MC0996  PID         -  MC0996
 MC0996  STATE/COUNTY-  OH/OTTAWA
 MC0996  USGS QUAD   -  PORT CLINTON (1969)
 MC0996
 MC0996                         *CURRENT SURVEY CONTROL
 MC0996  ___________________________________________________________________
 MC0996* NAD 83(1995)-  41 30 35.15900(N)    082 56 21.83770(W)     ADJUSTED  
 MC0996* NAVD 88     -       176.123  (meters)     577.83   (feet)  ADJUSTED  
 MC0996  ___________________________________________________________________
 MC0996  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 MC0996  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC0996  DYNAMIC HT  -         176.051 (meters)     577.59  (feet)  COMP
 MC0996  MODELED GRAV-     980,208.6   (mgal)                       NAVD 88
 MC0996
 MC0996  HORZ ORDER  -  THIRD
 MC0996  VERT ORDER  -  FIRST     CLASS II
 MC0996
 MC0996.The horizontal coordinates were established by classical geodetic methods
 MC0996.and adjusted by the National Geodetic Survey in April 1998..
 MC0996.No horizontal observational check was made to the station.
 MC0996
 MC0996.The orthometric height was determined by differential leveling
 MC0996.and adjusted by the National Geodetic Survey in June 1991..
 MC0996
 MC0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0996
 MC0996.The geoid height was determined by GEOID03.
 MC0996
 MC0996.The dynamic height is computed by dividing the NAVD 88
 MC0996.geopotential number by the normal gravity value computed on the
 MC0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0996.degrees latitude (g = 980.6199 gals.).
 MC0996
 MC0996.The modeled gravity was interpolated from observed gravity values.
 MC0996
 MC0996;                    North         East     Units Scale Factor Converg.
 MC0996;SPC OH N     -   204,764.597   563,318.647   MT  0.99996886   -0 17 19.2
 MC0996;UTM  17      - 4,597,164.231   338,152.861   MT  0.99992236   -1 17 08.2
 MC0996
 MC0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0996!SPC OH N     -   0.99997794  x   0.99996886  =   0.99994680
 MC0996!UTM  17      -   0.99997794  x   0.99992236  =   0.99990030
 MC0996
 MC0996|---------------------------------------------------------------------|
 MC0996| PID    Reference Object                     Distance      Geod. Az  |
 MC0996|                                                           dddmmss.s |
 MC0996| AJ1650 CLINTON RM 3                          9.251 METERS 02833     |
 MC0996| MC0998 CLINTON 2 RM 5                        5.543 METERS 08552     |
 MC0996| MC0997 CLINTON 2 RM 6                       17.536 METERS 17245     |
 MC0996| MC1261 CLINTON                              27.514 METERS 33506     |
 MC0996|---------------------------------------------------------------------|
 MC0996
 MC0996                          SUPERSEDED SURVEY CONTROL
 MC0996
 MC0996  NAD 83(1995)-  41 30 35.16125(N)    082 56 21.83581(W) AD(       ) 3
 MC0996  NAD 83(1986)-  41 30 35.16346(N)    082 56 21.85644(W) AD(       ) 3
 MC0996  NAD 27      -  41 30 34.98111(N)    082 56 22.17090(W) AD(       ) 3
 MC0996  NGVD 29 (06/03/92)  176.332  (m)          578.52   (f) ADJUSTED    1 2
 MC0996
 MC0996.Superseded values are not recommended for survey control.
 MC0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0996.See file dsdata.txt to determine how the superseded data were derived.
 MC0996
 MC0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3815397164(NAD 83)
 MC0996_MARKER: DS = TRIANGULATION STATION DISK
 MC0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0996_SP_SET: CONCRETE POST
 MC0996_STAMPING: CLINTON 2 1979
 MC0996_MARK LOGO: NGS   
 MC0996_PROJECTION: FLUSH
 MC0996_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0996+STABILITY: SURFACE MOTION
 MC0996
 MC0996  HISTORY     - Date     Condition        Report By
 MC0996  HISTORY     - 1979     MONUMENTED       NGS
 MC0996  HISTORY     - 1980     GOOD             NGS
 MC0996  HISTORY     - 1984     GOOD             USPSQD
 MC0996  HISTORY     - 19840615 GOOD             NGS
 MC0996  HISTORY     - 1988     GOOD             USPSQD
 MC0996  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 MC0996  HISTORY     - 20040729 MARK NOT FOUND   OHDT
 MC0996
 MC0996                          STATION DESCRIPTION
 MC0996
 MC0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MC0996'THE STATION IS LOCATED ON THE EAST SIDE OF AND ON THE GROUNDS OF THE
 MC0996'OTTAWA COUNTY COURTHOUSE AT PORT CLINTON, 52 FEET WEST OF THE CENTER
 MC0996'LINE OF JEFFERSON STREET, 5 FEET EAST OF A POWER POLE, 6 FEET WEST OF
 MC0996'A SIDEWALK, 10 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, AND 16
 MC0996'FEET NORTHWEST OF A WOODEN LIGHT POLE.  THE MONUMENT IS FLUSH AND THE
 MC0996'DISK IS STAMPED---CLINTON 2 1979---
 MC0996'
 MC0996'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---CLINTON 2 NO 5
 MC0996'1979---SET IN A DRILL HOLE IN THE TOP OF THE WEST CONCRETE CURB OF
 MC0996'JEFFERSON STREET, 23 FEET EAST OF THE POWER POLE AND 8 FEET NORTHEAST
 MC0996'OF A LIGHT POLE.
 MC0996'
 MC0996'REFERENCE MARK 6 IS A STANDARD DISK STAMPED---CLINTON 2 NO 6
 MC0996'1979---SET IN A DRILL HOLE IN CONCRETE SIDEWALK, 1 FOOT EAST OF THE
 MC0996'EAST EDGE OF SIDEWALK, 7 FEET NORTHEAST OF A 40 INCH MAPLE TREE, 45
 MC0996'FEET WEST OF THE CENTERLINE OF JEFFERSON STREET AND 59 FEET SOUTHEAST
 MC0996'OF THE POWER POLE.
 MC0996
 MC0996                          STATION RECOVERY (1980)
 MC0996
 MC0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0996'IN PORT CLINTON.
 MC0996'IN PORT CLINTON, 0.08 KILOMETER (0.05 MILE) SOUTH OF THE PENN CENTRAL
 MC0996'RAILROAD BRIDGE OVER JEFFERSON STREET, ALSO 0.08 KILOMETER (0.05
 MC0996'MILE) NORTH OF THE JUNCTION OF FOURTH STREET AND JEFFERSON STREET, SET
 MC0996'SET ON THE EAST EDGE OF THE PROPERTY OF THE OTTAWA COUNTY COURTHOUSE,
 MC0996'5.55 METERS (18.2 FEET) WEST OF THE WEST CURB OF JEFFERSON STREET,
 MC0996'19.8 METERS (65 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MC0996'NEW COUNTY JAIL HOUSE, 15.1 METERS (49.5 FEET) NORTHEAST OF THE
 MC0996'NORTHEAST CORNER OF THE COPING ON THE NORTH SIDE OF THE STEPS LEADING
 MC0996'TO THE EAST ENTRANCE OF THE OLD COUNTY JAIL HOUSE, 1.4 METERS (4.6
 MC0996'FEET) EAST OF A POWER POLE.
 MC0996'THE MARK IS ABOVE LEVEL WITH STREET.
 MC0996
 MC0996                          STATION RECOVERY (1984)
 MC0996
 MC0996'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC0996'CLINTON NO. 2 - NO 5 1979 RECOVERED GOOD.
 MC0996'
 MC0996'I HAD NO DESCRIPTION ON THESE MARKS JUST HAPPENED TO RUN INTO THEM.
 MC0996'
 MC0996'OTTAWA COUNTY COURTHOUSE SIDEWALK PORT CLINTON 34 FEET WEST OF
 MC0996'CENTERLINE OF STREET ON CONCRETE CURB STREET EAST OF COURTHOUSE.
 MC0996'
 MC0996'CLINTON NO. 2 - NO 6 1979 RECOVERED GOOD.
 MC0996'
 MC0996'THIS MARK 60 FEET SOUTH OF NO. 2 NO 5 IN CENTER OF SIDEWALK.
 MC0996
 MC0996                          STATION RECOVERY (1984)
 MC0996
 MC0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 MC0996'THE STATION MARK, RM 5 AND RM 6 WERE RECOVERED IN GOOD CONDITION
 MC0996'EXCEPT THAT THE STATION MONUMENT IS NOW SURROUNDED BY COMPACTED GRAVEL
 MC0996'AND THE MONUMENT IS CHIPPED AS A RESULT OF BEING STRUCK BY SOME KIND
 MC0996'OF CONSTRUCTION EQUIPMENT.  THE DISTANCES AND DIRECTIONS TO RM 5 AND
 MC0996'RM 6 DID NOT CHECK.  THE ANGLE BETWEEN THE MARKS WAS GREATER BY 10
 MC0996'MINUTES AND 52 SECONDS.  THE DISTANCE TO RM 5 WAS SHORTER BY 0.012
 MC0996'METER (0.039 FT) AND THE DISTANCE TO RM 6 WAS SHORTER BY 0.013 METER.
 MC0996'(0.043 FT) RM 7 AND RM 8 WERE ESTABLISHED AND RM 5 AND RM 6 WERE
 MC0996'DESTROYED WHEN ALL OBSERVATIONS WERE FINISHED.  A NEW DESCRIPTION
 MC0996'FOLLOWS.
 MC0996'THE STATION IS LOCATED IN THE TOWN OF PORT CLINTON AT THE OTTAWA
 MC0996'COUNTY COURTHOUSE, DIRECTLY EAST OF THE MAIN COURTHOUSE BUILDING AND
 MC0996'WILL BE FLUSH WITH THE ASPHALT SURFACE OF A SOON TO BE COMPLETED
 MC0996'PARKING LOT.  TO REACH THE STATION FROM THE OTTAWA COUNTY COURTHOUSE
 MC0996'PROCEED TO THE PARKING LOT AND THE STATION ALONG THE WEST SIDE OF
 MC0996'JEFFERSON STREET.
 MC0996'THE STATION IS A STANDARD NGS DISK STAMPED---CLINTON 2 1979---, SET
 MC0996'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25 CM) IN
 MC0996'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 20.0 METERS (65.6
 MC0996'FT) SOUTH FROM THE SOUTHEAST CORNER OF THE COUNTY JAIL, 18.0 METERS
 MC0996'(59.1 FT) SOUTH SOUTHWEST FROM A FIRE HYDRANT, 13.7 METERS (44.9 FT)
 MC0996'WEST FROM THE CENTERLINE OF JEFFERSON STREET, 1.4 METERS (4.6 FT) EAST
 MC0996'FROM A POWER POLE.
 MC0996'REFERENCE MARK NO 7 IS A STANDARD NGS DISK STAMPED---CLINTON 2 1979 NO
 MC0996'7 1984---, SET IN A DRILL HOLE IN THE TOP OF A CONCRETE CURB.  THE
 MC0996'STATION IS LOCATED 11.0 METERS (36.1 FT) EAST FROM THE SOUTHEAST
 MC0996'CORNER OF THE COUNTY JAIL, 7.9 METERS (25.9 FT) WEST FROM THE
 MC0996'CENTERLINE OF JEFFERSON STREET, 1.5 METERS (4.9 FT) EAST FROM A FIRE
 MC0996'HYDRANT, AND 0.2 METERS (0.7 FT) LOWER THAN THE STATION.
 MC0996'REFERENCE MARK NO 8 IS A STANDARD NGS DISK STAMPED,---CLINTON 2 1979
 MC0996'NO 8 1984---, SET IN A DRILL HOLE IN A CONCRETE SIDEWALK.  THE STATION
 MC0996'IS LOCATED 24.7 METERS (81.0 FT) WEST FROM THE CENTERLINE OF JEFFERSON
 MC0996'STREET, 15.2 METERS (49.9 FT) WEST FROM A FIRE HYDRANT, 6.49 METERS
 MC0996'(21.29 FT) WEST SOUTHWEST FROM THE SOUTHWEST CORNER OF THE COUNTY
 MC0996'JAIL, 2.74 METERS (8.99 FT) SOUTH FROM THE SOUTH WALL OF THE JAIL, AND
 MC0996'0.4 METERS (1.3 FT) HIGHER THAN THE STATION.
 MC0996
 MC0996                          STATION RECOVERY (1988)
 MC0996
 MC0996'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MC0996'RECOVERED IN GOOD CONDITION.
 MC0996
 MC0996                          STATION RECOVERY (2004)
 MC0996
 MC0996'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC0996'THE OLD JAIL BUILDING IS CURRENTLY DISMANTLED AND AREA IS A PARKING
 MC0996'LOT, POWER POLE HAS A NUMBER ,IT IS 34FB 1D 1974
 MC0996
 MC0996                          STATION RECOVERY (2004)
 MC0996
 MC0996'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0996'REFERENCE TIES PLOT INTO CENTER OF PAVED AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0998 ***********************************************************************
 MC0998  DESIGNATION -  CLINTON 2 RM 5
 MC0998  PID         -  MC0998
 MC0998  STATE/COUNTY-  OH/OTTAWA
 MC0998  USGS QUAD   -  PORT CLINTON (1969)
 MC0998
 MC0998                         *CURRENT SURVEY CONTROL
 MC0998  ___________________________________________________________________
 MC0998* NAD 83(1986)-  41 30 35.     (N)    082 56 21.     (W)     SCALED    
 MC0998* NAVD 88     -       175.744  (meters)     576.59   (feet)  ADJUSTED  
 MC0998  ___________________________________________________________________
 MC0998  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC0998  DYNAMIC HT  -         175.672 (meters)     576.35  (feet)  COMP
 MC0998  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 MC0998
 MC0998  VERT ORDER  -  FIRST     CLASS II
 MC0998
 MC0998.The horizontal coordinates were scaled from a topographic map and have
 MC0998.an estimated accuracy of +/- 6 seconds.
 MC0998
 MC0998.The orthometric height was determined by differential leveling
 MC0998.and adjusted by the National Geodetic Survey in June 1991..
 MC0998
 MC0998.The geoid height was determined by GEOID03.
 MC0998
 MC0998.The dynamic height is computed by dividing the NAVD 88
 MC0998.geopotential number by the normal gravity value computed on the
 MC0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0998.degrees latitude (g = 980.6199 gals.).
 MC0998
 MC0998.The modeled gravity was interpolated from observed gravity values.
 MC0998
 MC0998;                    North         East    Units  Estimated Accuracy
 MC0998;SPC OH N     -   204,760.      563,340.      MT  (+/- 180 meters Scaled)
 MC0998
 MC0998                          SUPERSEDED SURVEY CONTROL
 MC0998
 MC0998  NGVD 29 (06/03/92)  175.953  (m)          577.27   (f) ADJUSTED    1 2
 MC0998
 MC0998.Superseded values are not recommended for survey control.
 MC0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0998.See file dsdata.txt to determine how the superseded data were derived.
 MC0998
 MC0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF381971(NAD 83)
 MC0998_MARKER: DR = REFERENCE MARK DISK
 MC0998_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MC0998_SP_SET: CURB
 MC0998_STAMPING: CLINTON 2 NO 5 1979
 MC0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0998+STABILITY: SURFACE MOTION
 MC0998
 MC0998  HISTORY     - Date     Condition        Report By
 MC0998  HISTORY     - 1979     MONUMENTED       NGS
 MC0998  HISTORY     - 1980     GOOD             NGS
 MC0998  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 MC0998  HISTORY     - 20040729 MARK NOT FOUND   OHDT
 MC0998
 MC0998                          STATION DESCRIPTION
 MC0998
 MC0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0998'IN PORT CLINTON.
 MC0998'IN PORT CLINTON, 0.08 KILOMETER (0.05 MILE) SOUTH OF THE PENN CENTRAL
 MC0998'RAILROAD BRIDGE OVER JEFFERSON STREET, ALSO 0.08 KILOMETER (0.05 MILE)
 MC0998'NORTH OF THE JUNCTION OF FOURTH AND JEFFERSON STREETS, SET IN THE
 MC0998'WEST CURB OF JEFFERSON STREET, 21.7 METERS (71.2 FEET) SOUTH-SOUTHEAST
 MC0998'OF THE SOUTHEAST CORNER OF THE NEW COUNTY JAIL HOUSE, 20.1 METERS (66
 MC0998'FEET) NORTHEAST OF THE NORTHEAST CORNER OF THE COPING ON THE NORTH
 MC0998'SIDE OF THE STEPS LEADING TO THE EAST ENTRANCE OF THE OLD COUNTY JAIL
 MC0998'HOUSE, 6.9 METERS (22.6 FEET) EAST OF A POWER POLE, 5.5 METERS (18.2
 MC0998'FEET) EAST OF TRIANGULATION STATION CLINTON 2.
 MC0998'THE MARK IS 0.3 M ABOVE STREET.
 MC0998
 MC0998                          STATION RECOVERY (2004)
 MC0998
 MC0998'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC0998'THE OLD JAIL BUILDING IS CURRENTLY DISMANTLED AND AREA IS A PARKING
 MC0998'LOT.
 MC0998
 MC0998                          STATION RECOVERY (2004)
 MC0998
 MC0998'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0998'CLINTON 2 MARK RECOVERY FORM LISTS THIS MARK AS DESTROYED
 MC0998' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0997 ***********************************************************************
 MC0997  DESIGNATION -  CLINTON 2 RM 6
 MC0997  PID         -  MC0997
 MC0997  STATE/COUNTY-  OH/OTTAWA
 MC0997  USGS QUAD   -  PORT CLINTON (1969)
 MC0997
 MC0997                         *CURRENT SURVEY CONTROL
 MC0997  ___________________________________________________________________
 MC0997* NAD 83(1986)-  41 30 35.     (N)    082 56 21.     (W)     SCALED    
 MC0997* NAVD 88     -       176.092  (meters)     577.73   (feet)  ADJUSTED  
 MC0997  ___________________________________________________________________
 MC0997  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC0997  DYNAMIC HT  -         176.020 (meters)     577.49  (feet)  COMP
 MC0997  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 MC0997
 MC0997  VERT ORDER  -  FIRST     CLASS II
 MC0997
 MC0997.The horizontal coordinates were scaled from a topographic map and have
 MC0997.an estimated accuracy of +/- 6 seconds.
 MC0997
 MC0997.The orthometric height was determined by differential leveling
 MC0997.and adjusted by the National Geodetic Survey in June 1991..
 MC0997
 MC0997.The geoid height was determined by GEOID03.
 MC0997
 MC0997.The dynamic height is computed by dividing the NAVD 88
 MC0997.geopotential number by the normal gravity value computed on the
 MC0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0997.degrees latitude (g = 980.6199 gals.).
 MC0997
 MC0997.The modeled gravity was interpolated from observed gravity values.
 MC0997
 MC0997;                    North         East    Units  Estimated Accuracy
 MC0997;SPC OH N     -   204,760.      563,340.      MT  (+/- 180 meters Scaled)
 MC0997
 MC0997                          SUPERSEDED SURVEY CONTROL
 MC0997
 MC0997  NGVD 29 (06/03/92)  176.301  (m)          578.41   (f) ADJUSTED    1 2
 MC0997
 MC0997.Superseded values are not recommended for survey control.
 MC0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0997.See file dsdata.txt to determine how the superseded data were derived.
 MC0997
 MC0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF381971(NAD 83)
 MC0997_MARKER: DR = REFERENCE MARK DISK
 MC0997_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MC0997_SP_SET: SIDEWALK
 MC0997_STAMPING: CLINTON 2 NO 6 1979
 MC0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0997
 MC0997  HISTORY     - Date     Condition        Report By
 MC0997  HISTORY     - 1979     MONUMENTED       NGS
 MC0997  HISTORY     - 1980     GOOD             NGS
 MC0997  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 MC0997  HISTORY     - 20040729 MARK NOT FOUND   OHDT
 MC0997
 MC0997                          STATION DESCRIPTION
 MC0997
 MC0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0997'IN PORT CLINTON.
 MC0997'IN PORT CLINTON, 0.08 KILOMETER (0.05 MILE) SOUTH OF THE PENN CENTRAL
 MC0997'RAILROAD BRIDGE OVER JEFFERSON STREET. ALSO 0.08 KILOMETER (0.05 MILE)
 MC0997'NORTH OF THE JUNCTION OF FOURTH AND JEFFERSON STREET, SET IN THE WEST
 MC0997'SIDEWALK OF JEFFERSON STREET, 18.3 METERS (60 FEET) EAST-SOUTHEAST OF
 MC0997'THE SOUTHEAST CORNER OF THE OLD COUNTY JAIL HOUSE, 17.5 METERS (57.5
 MC0997'FEET) SOUTH OF TRIANGULATION STATION CLINTON 2, 9.45 METER (31 FEET)
 MC0997'NORTH OF THE CENTER OF THE ENTRANCE OF THE PARKING AREA OF THE OLD
 MC0997'JAIL HOUSE, 3.55 METERS (11.7 FEET) WEST OF THE WEST CURB OF JEFFERSON
 MC0997'STREET.
 MC0997'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 MC0997
 MC0997                          STATION RECOVERY (2004)
 MC0997
 MC0997'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC0997'THE OLD JAIL BUILDING IS CURRENTLY DISMANTLED AND AREA IS A PARKING
 MC0997'LOT.
 MC0997
 MC0997                          STATION RECOVERY (2004)
 MC0997
 MC0997'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0997'CLINTON 2 MARK RECOVERY FORM LISTS THIS MARK AS DESTROYED
 MC0997' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1631 ***********************************************************************
 MC1631  DESIGNATION -  CLINTON 2 RM 7
 MC1631  PID         -  MC1631
 MC1631  STATE/COUNTY-  OH/OTTAWA
 MC1631  USGS QUAD   -  PORT CLINTON (1969)
 MC1631
 MC1631                         *CURRENT SURVEY CONTROL
 MC1631  ___________________________________________________________________
 MC1631* NAD 83(1986)-  41 30 34.     (N)    082 56 22.     (W)     SCALED    
 MC1631* NAVD 88     -       175.87   (meters)     577.0    (feet)  RESET     
 MC1631  ___________________________________________________________________
 MC1631  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC1631
 MC1631  VERT ORDER  -  THIRD
 MC1631
 MC1631.The horizontal coordinates were scaled from a topographic map and have
 MC1631.an estimated accuracy of +/- 6 seconds.
 MC1631
 MC1631.The orthometric height was computed from unverified reset data.
 MC1631.No vertical observational check was made to the station.
 MC1631
 MC1631.The geoid height was determined by GEOID03.
 MC1631
 MC1631;                    North         East    Units  Estimated Accuracy
 MC1631;SPC OH N     -   204,730.      563,320.      MT  (+/- 180 meters Scaled)
 MC1631
 MC1631                          SUPERSEDED SURVEY CONTROL
 MC1631
 MC1631  NGVD 29 (10/13/05)  176.08   (m)          577.7    (f) RESET       3  
 MC1631
 MC1631.Superseded values are not recommended for survey control.
 MC1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1631.See file dsdata.txt to determine how the superseded data were derived.
 MC1631
 MC1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF381971(NAD 83)
 MC1631_MARKER: DR = REFERENCE MARK DISK
 MC1631_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MC1631_SP_SET: CONCRETE CURB
 MC1631_STAMPING: CLINTON 2 1979 NO 7 1984
 MC1631_MARK LOGO: NGS   
 MC1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1631+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 MC1631
 MC1631  HISTORY     - Date     Condition        Report By
 MC1631  HISTORY     - 1984     MONUMENTED       NGS
 MC1631  HISTORY     - 20040531 GOOD             USPSQD
 MC1631  HISTORY     - 20050918 GOOD             USPSQD
 MC1631
 MC1631                          STATION DESCRIPTION
 MC1631
 MC1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MC1631'IN PORT CLINTON.
 MC1631'DIRECTLY EAST OF THE OTTAWA COUNTY COURTHOUSE AT THE EAST EDGE OF THE
 MC1631'COURTHOUSE SQUARE, 11.0 M (36.1 FT) EAST OF THE SOUTHEAST CORNER OF
 MC1631'THE COUNTY JAIL, 7.9 M (25.9 FT) WEST OF THE CENTERLINE OF JEFFERSON
 MC1631'STREET AND IN TOP OF A CONCRETE CURB.
 MC1631'THE MARK IS 1.5 METERS  E FROM  FROM A FIRE HYDRANT
 MC1631'THE MARK IS 0.1 M ABOVE JEFFERSON STREET.
 MC1631
 MC1631                          STATION RECOVERY (2004)
 MC1631
 MC1631'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC1631'RECOVERED IN GOOD CONDITION.
 MC1631
 MC1631                          STATION RECOVERY (2005)
 MC1631
 MC1631'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 MC1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1632 ***********************************************************************
 MC1632  DESIGNATION -  CLINTON 2 RM 8
 MC1632  PID         -  MC1632
 MC1632  STATE/COUNTY-  OH/OTTAWA
 MC1632  USGS QUAD   -  PORT CLINTON (1969)
 MC1632
 MC1632                         *CURRENT SURVEY CONTROL
 MC1632  ___________________________________________________________________
 MC1632* NAD 83(1986)-  41 30 34.     (N)    082 56 22.     (W)     SCALED    
 MC1632* NAVD 88     -       176.48   (meters)     579.0    (feet)  RESET     
 MC1632  ___________________________________________________________________
 MC1632  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC1632
 MC1632  VERT ORDER  -  THIRD
 MC1632
 MC1632.The horizontal coordinates were scaled from a topographic map and have
 MC1632.an estimated accuracy of +/- 6 seconds.
 MC1632
 MC1632.The orthometric height was computed from unverified reset data.
 MC1632.No vertical observational check was made to the station.
 MC1632
 MC1632.The geoid height was determined by GEOID03.
 MC1632
 MC1632;                    North         East    Units  Estimated Accuracy
 MC1632;SPC OH N     -   204,730.      563,320.      MT  (+/- 180 meters Scaled)
 MC1632
 MC1632                          SUPERSEDED SURVEY CONTROL
 MC1632
 MC1632  NGVD 29 (10/13/05)  176.69   (m)          579.7    (f) RESET       3  
 MC1632
 MC1632.Superseded values are not recommended for survey control.
 MC1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1632.See file dsdata.txt to determine how the superseded data were derived.
 MC1632
 MC1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF381971(NAD 83)
 MC1632_MARKER: DR = REFERENCE MARK DISK
 MC1632_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MC1632_SP_SET: SIDEWALK
 MC1632_STAMPING: CLINTON 2 1979 NO 8 1984
 MC1632_MARK LOGO: NGS   
 MC1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1632+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 MC1632
 MC1632  HISTORY     - Date     Condition        Report By
 MC1632  HISTORY     - 1984     MONUMENTED       NGS
 MC1632  HISTORY     - 20040531 GOOD             USPSQD
 MC1632  HISTORY     - 20050918 GOOD             USPSQD
 MC1632
 MC1632                          STATION DESCRIPTION
 MC1632
 MC1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MC1632'IN PORT CLINTON.
 MC1632'AT THE EAST EDGE OF THE OTTAWA COUNTY COURTHOUSE SQUARE, 24.7 M
 MC1632'(81.0 FT) WEST OF THE CENTERLINE OF JEFFERSON STREET, 6.49 M (21.3 FT)
 MC1632'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE COUNTY JAIL, 2.74 M
 MC1632'(9.0 FT) SOUTH OF THE SOUTH WALL OF THE JAIL AND IN THE SIDEWALK.
 MC1632'THE MARK IS 15.2 METERS  W FROM  A FIRE HYDRANT
 MC1632'THE MARK IS 0.8 M ABOVE JEFFERSON STREET.
 MC1632
 MC1632                          STATION RECOVERY (2004)
 MC1632
 MC1632'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC1632'RECOVERED IN GOOD CONDITION.
 MC1632
 MC1632                          STATION RECOVERY (2005)
 MC1632
 MC1632'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 MC1632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1541 ***********************************************************************
 MC1541  CBN         -  This is a Cooperative Base Network Control Station.
 MC1541  PACS        -  This is a Primary Airport Control Station.
 MC1541  DESIGNATION -  CLINTPORT
 MC1541  PID         -  MC1541
 MC1541  STATE/COUNTY-  OH/OTTAWA
 MC1541  USGS QUAD   -  GYPSUM (1980)
 MC1541
 MC1541                         *CURRENT SURVEY CONTROL
 MC1541  ___________________________________________________________________
 MC1541* NAD 83(1995)-  41 30 36.11116(N)    082 52 09.34565(W)     ADJUSTED  
 MC1541* NAVD 88     -       179.09   (meters)     587.6    (feet)  GPS OBS   
 MC1541  ___________________________________________________________________
 MC1541  X           -     593,775.140 (meters)                     COMP
 MC1541  Y           -  -4,746,350.458 (meters)                     COMP
 MC1541  Z           -   4,205,101.744 (meters)                     COMP
 MC1541  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 MC1541  ELLIP HEIGHT-         143.59  (meters)          (03/08/05) GPS OBS
 MC1541  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 MC1541
 MC1541  HORZ ORDER  -  B
 MC1541  ELLP ORDER  -  FOURTH    CLASS II
 MC1541
 MC1541.This mark is at Carl R Keller Field Airport (PCW)
 MC1541
 MC1541.The horizontal coordinates were established by GPS observations
 MC1541.and adjusted by the National Geodetic Survey in August 1996..
 MC1541
 MC1541.The orthometric height was determined by GPS observations and a
 MC1541.high-resolution geoid model.
 MC1541
 MC1541.GPS derived orthometric heights for airport stations designated as
 MC1541.PACS or SACS are published to 2 decimal places.  This maintains
 MC1541.centimeter relative accuracy between the PACS and SACS.  It does
 MC1541.not indicate centimeter accuracy relative to other marks which are
 MC1541.part of the NAVD 88 network.
 MC1541
 MC1541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1541
 MC1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1541
 MC1541.The ellipsoidal height was determined by GPS observations
 MC1541.and is referenced to NAD 83.
 MC1541
 MC1541.The geoid height was determined by GEOID03.
 MC1541
 MC1541;                    North         East     Units Scale Factor Converg.
 MC1541;SPC OH N     -   204,766.826   569,173.790   MT  0.99996889   -0 14 33.3
 MC1541;UTM  17      - 4,597,064.614   344,006.817   MT  0.99989947   -1 14 20.8
 MC1541
 MC1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1541!SPC OH N     -   0.99997748  x   0.99996889  =   0.99994637
 MC1541!UTM  17      -   0.99997748  x   0.99989947  =   0.99987695
 MC1541
 MC1541:                Primary Azimuth Mark                     Grid Az
 MC1541:SPC OH N     -  CLINTPORT AZ MK                          002 49 53.8
 MC1541:UTM  17      -  CLINTPORT AZ MK                          003 49 41.3
 MC1541
 MC1541|---------------------------------------------------------------------|
 MC1541| PID    Reference Object                     Distance      Geod. Az  |
 MC1541|                                                           dddmmss.s |
 MC1541| MC1546 CLINTPORT AZ MK                     APPROX. 0.8 KM 0023520.5 |
 MC1541|---------------------------------------------------------------------|
 MC1541
 MC1541                          SUPERSEDED SURVEY CONTROL
 MC1541
 MC1541  ELLIP H (08/20/96)  143.61   (m)                       GP(       ) 4 2
 MC1541  NAD 83(1986)-  41 30 36.11595(N)    082 52 09.36330(W) AD(       ) 3
 MC1541  NAD 27      -  41 30 35.93285(N)    082 52 09.68229(W) AD(       ) 3
 MC1541  NGVD 29 (02/23/89)  179.1    (m)          588.     (f) GPS OBS        
 MC1541
 MC1541.Superseded values are not recommended for survey control.
 MC1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1541.See file dsdata.txt to determine how the superseded data were derived.
 MC1541
 MC1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4400797065(NAD 83)
 MC1541_MARKER: DH = HORIZONTAL CONTROL DISK
 MC1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1541_SP_SET: CONCRETE POST
 MC1541_STAMPING: CLINTPORT 1986
 MC1541_MARK LOGO: NGS   
 MC1541_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1541+STABILITY: SURFACE MOTION
 MC1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1541+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 MC1541
 MC1541  HISTORY     - Date     Condition        Report By
 MC1541  HISTORY     - 1986     MONUMENTED       NGS
 MC1541  HISTORY     - 19870930 GOOD
 MC1541  HISTORY     - 19951102 GOOD             NGS
 MC1541  HISTORY     - 20040531 GOOD             USPSQD
 MC1541  HISTORY     - 20050918 GOOD             USPSQD
 MC1541
 MC1541                          STATION DESCRIPTION
 MC1541
 MC1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MC1541'THE STATION IS ABOUT 9 MILES NORTHWEST OF SANDUSKY, 2 MILES EAST OF
 MC1541'PORT CLINTON AT THE CARL R. KELLER AIRFIELD IN THE GRASSY AREA IN
 MC1541'BETWEEN THE RUNWAY AND TAXIWAY AT THE SOUTH END OF THE RUNWAY.  OWNERS
 MC1541'OWNERSHIP ERIE, OTTAWA, SANDUSKY COUNTY REGIONAL AIRPORT AUTHORITY C/O
 MC1541'DAVE MARTIN 3255 E. STATE ROAD, PROT CLINTON OHIO 43452
 MC1541'PHONE 419-734-3149.
 MC1541'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 53 (NORTH) ABOUT
 MC1541'4 MILES EAST OF PORT CLINTON. GO NORTH ON STATE HIGHWAY 53 FOR  0.15
 MC1541'MILES TO A CROSSROAD.  TURN LEFT, WEST, ON EAST STATE  ROAD AND GO FOR
 MC1541'0.6 MILE TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT FOR 0.05
 MC1541'MILE THEN RIGHT PASSING THE SOUTH END OF A BLOCK BUILDING TO THE
 MC1541'PARKING APRON.  GO NORTHEAST ACROSS THE APRON TO THE SOUTH END OF A
 MC1541'TAXIWAY AND THE STATION IN THE NORTHEAST ANGLE OF THE TAXIWAY AND
 MC1541'TAXIWAY TURNOFF LEADING TO THE RUNWAY.  TO REACH TO AZIMUTH MARK FROM
 MC1541'THE STATION CONTINUE NORTH ON THE TAXIWAY FOR 0.45 MILE TO THE
 MC1541'AND THE MARK ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE TAXIWAY AND
 MC1541'THE EAST/WEST RUNWAY.
 MC1541'STATION MARKS ARE STANDARD NGS STATION DISK STAMPED ---CLINTPORT
 MC1541'1986--- SET IN THE TOP OF A ROUND 25 CM CONCRETE POST FLUSH WITH
 MC1541'THE GROUND.  IT IS 11.0 METERS EAST OF THE EAST EDGE OF THE TAXI-
 MC1541'WAY, 11.0 METERS NORTH OF THE NORTH EDGE OF THE TAXIWAY TURN OFF
 MC1541'LEADING TO THE SOUTH END OF THE RUNWAY, 7.3 METERS NORTHWEST OF A
 MC1541'TAXIWAY LIGHT AND 0.3 METER WEST OF A FIBERGLASS WITNESS POST.
 MC1541'UNDERGROUND SET IN AN IRREGULAR MASS OF CONCRETE, 1.3 METERS
 MC1541'BELOW.
 MC1541'DESCRIBED BY B.L. LAMBERT.  TYPED BY JAMES MALONEY 9/04/87.
 MC1541
 MC1541                          STATION RECOVERY (1987)
 MC1541
 MC1541'RECOVERED 1987
 MC1541'RECOVERED IN GOOD CONDITION.
 MC1541
 MC1541                          STATION RECOVERY (1995)
 MC1541
 MC1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MC1541'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHWEST OF SANDUSKY,
 MC1541'OH.  AND 3.2 KM (2.00 MI) EAST OF PORT CLINTON, OH., AT THE CARL R.
 MC1541'KELLER AIRFIELD.  NEAR THE SOUTHWEST CORNER OF THE FIRST GRASS MEDIAN
 MC1541'NORTHEAST OF THE OFFICE, BETWEEN THE TWO TAXIS, JUST NORTH OF THE TAXI
 MC1541'LEADING EAST TO THE SOUTH END OF RUNWAY 18-36.  OWNERSHIP--ERIE,
 MC1541'OTTAWA, SANDUSKY COUNTY REGIONAL AIRPORT AUTHORITY, 3255 EAST STATE
 MC1541'ROAD, PORT CLINTON, OH.  43452.  AIRPORT MANAGER JEFFERY KING, PHONE
 MC1541'419-734-3149.  NOTE--CONTACT 24 HOURS IN ADVANCE.  NOTE--CONTACT
 MC1541'AIRPORT MANAGER OR JENNIFER ON ARRIVAL.  NOTE--THIS STATION WAS
 MC1541'SELECTED AS A (PACS) , THE PAC STATION WAS CHANGED FROM PENINSULA TO
 MC1541'CLINTPORT OUT OF NECESSITY.  TO REACH THE STATION FROM THE JUNCTION OF
 MC1541'STATE HIGHWAYS 53 NORTH AND 2 ABOUT 3.2 KM (2.00 MI) EAST OF PORT
 MC1541'CLINTON, GO NORTH, 0.24 KM (0.15 MI) ALONG HIGHWAY 53 TO A CROSS ROAD.
 MC1541'TURN LEFT, WEST, 0.96 KM (0.60 MI) ALONG EAST STATE ROAD TO THE
 MC1541'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTH, 0.08 KM (0.05 MI)
 MC1541'ALONG ENTRANCE ROAD TO THE PARKING LOT.  TURN RIGHT, EAST, 0.05 KM
 MC1541'(0.05 MI) THROUGH PARKING LOT TO A GATE.  PASS THROUGH THE GATE, BEAR
 MC1541'LEFT, NORTHEAST, 0.04 KM (0.00 MI) ACROSS APRON TO THE AIRPORT OFFICE
 MC1541'ON THE LEFT.  CONTINUE NORTHEAST, 0.06 KM (0.05 MI) ACROSS THE APRON
 MC1541'TO THE STATION NEAR THE SOUTHWEST CORNER OF THE FIRST GRASS MEDIAN.
 MC1541'STATION IS 20.1 M (65.9 FT) NORTH-NORTHEAST OF THE EAST-WEST TAXI
 MC1541'CENTERLINE, 17.0 M (55.8 FT) EAST OF THE MOST WESTERLY TAXI CENTER,
 MC1541'8.8 M (28.9 FT) NORTHEAST OF A TAXI LIGHT NEAR THE JUNCTION OF THE TWO
 MC1541'TAXIS, 0.1 M (0.3 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS
 MC1541'LEVEL WITH THE TAXIS AND FLUSH WITH THE GROUND SURFACE.  BY R.G.
 MC1541'HAYES
 MC1541
 MC1541                          STATION RECOVERY (2004)
 MC1541
 MC1541'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC1541'RECOVERED IN GOOD CONDITION.
 MC1541
 MC1541                          STATION RECOVERY (2005)
 MC1541
 MC1541'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 MC1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1546 ***********************************************************************
 MC1546  SACS        -  This is a Secondary Airport Control Station.
 MC1546  DESIGNATION -  CLINTPORT AZ MK
 MC1546  PID         -  MC1546
 MC1546  STATE/COUNTY-  OH/OTTAWA
 MC1546  USGS QUAD   -  GYPSUM (1980)
 MC1546
 MC1546                         *CURRENT SURVEY CONTROL
 MC1546  ___________________________________________________________________
 MC1546* NAD 83(1995)-  41 31 01.34149(N)    082 52 07.82772(W)     ADJUSTED  
 MC1546* NAVD 88     -       178.31   (meters)     585.0    (feet)  GPS OBS   
 MC1546  ___________________________________________________________________
 MC1546  X           -     593,745.948 (meters)                     COMP
 MC1546  Y           -  -4,745,833.563 (meters)                     COMP
 MC1546  Z           -   4,205,684.079 (meters)                     COMP
 MC1546  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 MC1546  ELLIP HEIGHT-         142.79  (meters)          (10/07/05) GPS OBS
 MC1546  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 MC1546
 MC1546  HORZ ORDER  -  FIRST
 MC1546  ELLP ORDER  -  FIFTH     CLASS I
 MC1546
 MC1546.This mark is at Carl R Keller Field Airport (PCW)
 MC1546
 MC1546.The horizontal coordinates were established by GPS observations
 MC1546.and adjusted by the National Geodetic Survey in July 1997..
 MC1546
 MC1546.The orthometric height was determined by GPS observations and a
 MC1546.high-resolution geoid model.
 MC1546
 MC1546.GPS derived orthometric heights for airport stations designated as
 MC1546.PACS or SACS are published to 2 decimal places.  This maintains
 MC1546.centimeter relative accuracy between the PACS and SACS.  It does
 MC1546.not indicate centimeter accuracy relative to other marks which are
 MC1546.part of the NAVD 88 network.
 MC1546
 MC1546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1546
 MC1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1546
 MC1546.The ellipsoidal height was determined by GPS observations
 MC1546.and is referenced to NAD 83.
 MC1546
 MC1546.The geoid height was determined by GEOID03.
 MC1546
 MC1546;                    North         East     Units Scale Factor Converg.
 MC1546;SPC OH N     -   205,545.029   569,212.281   MT  0.99996985   -0 14 32.3
 MC1546;UTM  17      - 4,597,841.975   344,058.834   MT  0.99989927   -1 14 20.4
 MC1546
 MC1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1546!SPC OH N     -   0.99997760  x   0.99996985  =   0.99994745
 MC1546!UTM  17      -   0.99997760  x   0.99989927  =   0.99987688
 MC1546
 MC1546:                Primary Azimuth Mark                     Grid Az
 MC1546:SPC OH N     -  CLINTPORT                                182 49 53.8
 MC1546:UTM  17      -  CLINTPORT                                183 49 41.9
 MC1546
 MC1546|---------------------------------------------------------------------|
 MC1546| PID    Reference Object                     Distance      Geod. Az  |
 MC1546|                                                           dddmmss.s |
 MC1546| MC1541 CLINTPORT                           APPROX. 0.8 KM 1823521.5 |
 MC1546|---------------------------------------------------------------------|
 MC1546
 MC1546                          SUPERSEDED SURVEY CONTROL
 MC1546
 MC1546  ELLIP H (07/02/97)  142.82   (m)                       GP(       ) 5 1
 MC1546  NAD 83(1995)-  41 31 01.34204(N)    082 52 07.82786(W) AD(       ) 3
 MC1546  NAD 83(1986)-  41 31 01.34704(N)    082 52 07.84557(W) AD(       ) 3
 MC1546  NAD 27      -  41 31 01.16408(N)    082 52 08.16441(W) AD(       ) 3
 MC1546  NGVD 29 (02/23/89)  178.3    (m)          585.     (f) GPS OBS        
 MC1546
 MC1546.Superseded values are not recommended for survey control.
 MC1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1546.See file dsdata.txt to determine how the superseded data were derived.
 MC1546
 MC1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4405997842(NAD 83)
 MC1546_MARKER: DZ = AZIMUTH MARK DISK
 MC1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1546_SP_SET: CONCRETE POST
 MC1546_STAMPING: CLINTPORT 1986
 MC1546_MARK LOGO: NGS   
 MC1546_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1546+STABILITY: SURFACE MOTION
 MC1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1546+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1995
 MC1546
 MC1546  HISTORY     - Date     Condition        Report By
 MC1546  HISTORY     - 1986     MONUMENTED       NGS
 MC1546  HISTORY     - 19870930 GOOD
 MC1546  HISTORY     - 19951102 GOOD             NGS
 MC1546
 MC1546                          STATION DESCRIPTION
 MC1546
 MC1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MC1546'THE STATION IS ABOUT 9 MILES NORTHWEST OF SANDUSKY, 2 MILES EAST OF
 MC1546'PORT CLINTON AT THE CARL R. KELLER AIRFIELD IN THE GRASSY AREA IN
 MC1546'BETWEEN THE RUNWAY AND TAXIWAY AT THE SOUTH END OF THE RUNWAY.  OWNERS
 MC1546'OWNERSHIP ERIE, OTTAWA, SANDUSKY COUNTY REGIONAL AIRPORT AUTHORITY C/O
 MC1546'DAVE MARTIN 3255 E. STATE ROAD, PROT CLINTON OHIO 43452
 MC1546'PHONE 419-734-3149.
 MC1546'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 53 (NORTH) ABOUT
 MC1546'4 MILES EAST OF PORT CLINTON. GO NORTH ON STATE HIGHWAY 53 FOR  0.15
 MC1546'MILES TO A CROSSROAD.  TURN LEFT, WEST, ON EAST STATE  ROAD AND GO FOR
 MC1546'0.6 MILE TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT FOR 0.05
 MC1546'MILE THEN RIGHT PASSING THE SOUTH END OF A BLOCK BUILDING TO THE
 MC1546'PARKING APRON.  GO NORTHEAST ACROSS THE APRON TO THE SOUTH END OF A
 MC1546'TAXIWAY AND THE STATION IN THE NORTHEAST ANGLE OF THE TAXIWAY AND
 MC1546'TAXIWAY TURNOFF LEADING TO THE RUNWAY.  TO REACH TO AZIMUTH MARK FROM
 MC1546'THE STATION CONTINUE NORTH ON THE TAXIWAY FOR 0.45 MILE TO THE
 MC1546'AND THE MARK ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE TAXIWAY AND
 MC1546'THE EAST/WEST RUNWAY.
 MC1546'AZIMUTH MARKS ARE STANDARD NGS AZIMUTH DISKS STAMPED ---CLINTPORT
 MC1546'1986--- THE SURFACE DISK IS SET IN THE TOP OF A ROUND 25 CM CONCRETE
 MC1546'POST FLUSH WITH THE GROUND.  IT IS 12.2 METERS SOUTH OF A TAXIWAY
 MC1546'SIGN, 15.5  METERS SOUTH OF THE SOUTH EDGE OF THE RUNWAY, 9.6 METERS
 MC1546'EAST OF THE EAST EDGE OF THE TAXIWAY, 5.3 METERS NORTH OF THE EAST
 MC1546'ONE OF TWO DRAIN PIPES AND 0.3 METERS WEST OF THE FIBERGLASS WITNESS
 MC1546'POST.  THE SUBSURFACE MARK IS SET IN THE TOP OF AN IRREGULAR MASS
 MC1546'OF CONCRETE 1.3 METERS BELOW GROUND.
 MC1546'DESCRIBED BY B.L. LAMBERT.  TYPED BY JAMES MALONEY 9/04/87.
 MC1546
 MC1546                          STATION RECOVERY (1987)
 MC1546
 MC1546'RECOVERED 1987
 MC1546'RECOVERED IN GOOD CONDITION.
 MC1546
 MC1546                          STATION RECOVERY (1995)
 MC1546
 MC1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MC1546'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHWEST OF SANDUSKY,
 MC1546'OH.  AND 3.2 KM (2.00 MI) EAST OF PORT CLINTON, OH., AT THE CARL R.
 MC1546'KELLER AIRFIELD.  IN THE GRASS, NEAR THE NORTHEAST END OF THE FIRST
 MC1546'NORTH-SOUTH TAXI NORTHEAST OF THE OFFICE, (TAXI A) , SOUTHEAST OF THE
 MC1546'JUNCTION OF THE TAXI AND RUNWAY.  OWNERSHIP--ERIE, OTTAWA, SANDUSKY
 MC1546'COUNTY REGIONAL AIRPORT AUTHORITY, 3255 EAST STATE ROAD, PORT CLINTON,
 MC1546'OH.  43452.  AIRPORT MANAGER JEFFERY KING, PHONE 419-734-3149.
 MC1546'NOTE--CONTACT 24 HOURS IN ADVANCE.  NOTE--CONTACT AIRPORT MANAGER OR
 MC1546'JENNIFER ON ARRIVAL.  NOTE--THIS STATION WAS SELECTED AS A (SACS) .
 MC1546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 NORTH AND
 MC1546'2 ABOUT 3.2 KM (2.00 MI) EAST OF PORT CLINTON, GO NORTH, 0.24 KM (0.15
 MC1546'MI) ALONG HIGHWAY 53 TO A CROSS ROAD.  TURN LEFT, WEST, 0.96 KM (0.60
 MC1546'MI) ALONG EAST STATE ROAD TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 MC1546'RIGHT, NORTH, 0.08 KM (0.05 MI) ALONG ENTRANCE ROAD TO THE PARKING
 MC1546'LOT.  TURN RIGHT, EAST, 0.05 KM (0.05 MI) THROUGH PARKING LOT TO A
 MC1546'GATE.  PASS THROUGH THE GATE, BEAR LEFT, NORTHEAST, 0.04 KM (0.00 MI)
 MC1546'ACROSS APRON TO THE AIRPORT OFFICE ON THE LEFT.  CONTINUE NORTHEAST,
 MC1546'0.06 KM (0.05 MI) ACROSS APRON TO THE TAXIS.  BEAR LEFT, NORTH, 0.79
 MC1546'KM (0.50 MI) ALONG TAXI (A) TO THE NORTH END OF THE TAXI AND THE
 MC1546'STATION TO THE EAST, JUST BEFORE THE RUNWAY.  STATION IS 26.5 M (86.9
 MC1546'FT) SOUTH OF THE RUNWAY CENTERLINE, 16.0 M (52.5 FT) EAST OF TAXI (A)
 MC1546'CENTER, 11.6 M (38.1 FT) SOUTH-SOUTHWEST OF THE TAXI (A) SIGN ON THE
 MC1546'EAST SIDE OF THE TAXI, 5.6 M (18.4 FT) NORTH OF THE CENTER OF THE EAST
 MC1546'END OF TWO 14 INCH CULVERTS RUNNING EAST AND WEST, AND WITNESS POST,
 MC1546'AND THE MONUMENT IS 0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAY AND
 MC1546'FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2705 ***********************************************************************
 MB2705  DESIGNATION -  CLOCK
 MB2705  PID         -  MB2705
 MB2705  STATE/COUNTY-  OH/SUMMIT
 MB2705  USGS QUAD   -  AKRON EAST (1964)
 MB2705
 MB2705                         *CURRENT SURVEY CONTROL
 MB2705  ___________________________________________________________________
 MB2705* NAD 83(1995)-  41 03 33.33112(N)    081 28 35.19601(W)     ADJUSTED  
 MB2705* NAVD 88     -       359.7    (meters)    1180.     (feet)  VERTCON   
 MB2705  ___________________________________________________________________
 MB2705  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 MB2705  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MB2705
 MB2705  HORZ ORDER  -  FIRST
 MB2705
 MB2705.The horizontal coordinates were established by classical geodetic methods
 MB2705.and adjusted by the National Geodetic Survey in April 1998..
 MB2705
 MB2705.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2705
 MB2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2705
 MB2705.The geoid height was determined by GEOID03.
 MB2705
 MB2705;                    North         East     Units Scale Factor Converg.
 MB2705;SPC OH N     -   155,146.475   686,032.744   MT  0.99993915   +0 40 20.7
 MB2705;UTM  17      - 4,545,444.700   459,966.231   MT  0.99961972   -0 18 46.6
 MB2705
 MB2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2705!SPC OH N     -   0.99994881  x   0.99993915  =   0.99988797
 MB2705!UTM  17      -   0.99994881  x   0.99961972  =   0.99956855
 MB2705
 MB2705:                Primary Azimuth Mark                     Grid Az
 MB2705:SPC OH N     -  HEIGHTS                                  021 42 57.4
 MB2705:UTM  17      -  HEIGHTS                                  022 42 04.7
 MB2705
 MB2705|---------------------------------------------------------------------|
 MB2705| PID    Reference Object                     Distance      Geod. Az  |
 MB2705|                                                           dddmmss.s |
 MB2705| MB2698 HEIGHTS                             APPROX. 1.7 KM 0222318.1 |
 MB2705|---------------------------------------------------------------------|
 MB2705
 MB2705                          SUPERSEDED SURVEY CONTROL
 MB2705
 MB2705  NAD 83(1986)-  41 03 33.33797(N)    081 28 35.19981(W) AD(       ) 1
 MB2705  NAD 27      -  41 03 33.13594(N)    081 28 35.78045(W) AD(       ) 1
 MB2705  NGVD 29 (07/19/86)  359.9    (m)         1181.     (f) VERT ANG       
 MB2705
 MB2705.Superseded values are not recommended for survey control.
 MB2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2705.See file dsdata.txt to determine how the superseded data were derived.
 MB2705
 MB2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5996645445(NAD 83)
 MB2705_MARKER: Z = SEE DESCRIPTION
 MB2705_SETTING: 0 = UNSPECIFIED SETTING
 MB2705_STAMPING: CLOCK
 MB2705_MARK LOGO: OH0070
 MB2705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2705
 MB2705  HISTORY     - Date     Condition        Report By
 MB2705  HISTORY     - 1963     MONUMENTED       OH0070
 MB2705
 MB2705                          STATION DESCRIPTION
 MB2705
 MB2705'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB2705'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF DOWNTOWN AKRON,
 MB2705'AT 200 MARTIN AVENUE, ON THE
 MB2705'ROOF OF THE CLOCKTOWER OF THE GOODYEAR RUBBER COMPANY PLANT NO. 2.
 MB2705'IT IS A CITY OF AKRON DISK STAMPED
 MB2705'CLOCK, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 MB2705'POST THAT PROJECTS 4 INCHES ABOVE THE ROOF.  IT IS
 MB2705'16.8 FEET SOUTH OF THE NORTHEAST
 MB2705'OF THE CLOCKTOWER, 11 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 MB2705'CLOCKTOWER, 11.3 FEET EAST OF THE
 MB2705'EAST SIDE OF THE FLAGPOLE, AND 2.5 FEET WEST OF THE EAST WALL OF THE
 MB2705'CLOCKTOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2203 ***********************************************************************
 MB2203  DESIGNATION -  CLOUD
 MB2203  PID         -  MB2203
 MB2203  STATE/COUNTY-  OH/PORTAGE
 MB2203  USGS QUAD   -  GARRETTSVILLE (1994)
 MB2203
 MB2203                         *CURRENT SURVEY CONTROL
 MB2203  ___________________________________________________________________
 MB2203* NAD 83(1995)-  41 15 07.79750(N)    081 04 37.64841(W)     ADJUSTED  
 MB2203* NAVD 88     -       342.8    (meters)    1125.     (feet)  VERTCON   
 MB2203  ___________________________________________________________________
 MB2203  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 MB2203  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB2203
 MB2203  HORZ ORDER  -  FIRST
 MB2203
 MB2203.The horizontal coordinates were established by classical geodetic methods
 MB2203.and adjusted by the National Geodetic Survey in April 1998..
 MB2203
 MB2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2203
 MB2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2203
 MB2203.The geoid height was determined by GEOID03.
 MB2203
 MB2203;                    North         East     Units Scale Factor Converg.
 MB2203;SPC OH N     -   177,036.788   719,244.539   MT  0.99994431   +0 56 05.1
 MB2203;UTM  17      - 4,566,753.359   493,538.490   MT  0.99960051   -0 03 03.1
 MB2203
 MB2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2203!SPC OH N     -   0.99995151  x   0.99994431  =   0.99989583
 MB2203!UTM  17      -   0.99995151  x   0.99960051  =   0.99955204
 MB2203
 MB2203|---------------------------------------------------------------------|
 MB2203| PID    Reference Object                     Distance      Geod. Az  |
 MB2203|                                                           dddmmss.s |
 MB2203| CC9795 CLOUD RM 1                           17.923 METERS 05857     |
 MB2203| MB0524 BRACEVILLE                          APPROX. 8.6 KM 1012239.6 |
 MB2203| MB2325 WINDHAM MUN TANK                    APPROX. 3.3 KM 1233535.7 |
 MB2203| MB2316 RAVENNA ARMY AMMO NO 1 TANK         APPROX. 7.9 KM 1373417.7 |
 MB2203| MB2324 RAVENNA ARMY AMMO NO 12 TANK        APPROX. 7.9 KM 1591827.8 |
 MB2203| MB2330 RAVENNA ARMY AMMO ATLAS TANK        APPROX. 7.4 KM 1640759.3 |
 MB2203| MB2332 RAVENNA ARMY AMMO G19 TANK          APPROX. 8.0 KM 1730036.5 |
 MB2203| CC9796 CLOUD RM 2                           25.119 METERS 18658     |
 MB2203| MB2312 RAVENNA ARSENAL WATER TANK 4        APPROX. 7.6 KM 1893058.7 |
 MB2203|---------------------------------------------------------------------|
 MB2203
 MB2203                          SUPERSEDED SURVEY CONTROL
 MB2203
 MB2203  NAD 83(1986)-  41 15 07.80438(N)    081 04 37.64688(W) AD(       ) 1
 MB2203  NAD 27      -  41 15 07.60302(N)    081 04 38.30283(W) AD(       ) 1
 MB2203  NGVD 29 (07/19/86)  343.0    (m)         1125.     (f) VERT ANG       
 MB2203
 MB2203.Superseded values are not recommended for survey control.
 MB2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2203.See file dsdata.txt to determine how the superseded data were derived.
 MB2203
 MB2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9353866753(NAD 83)
 MB2203_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2203_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2203
 MB2203  HISTORY     - Date     Condition        Report By
 MB2203  HISTORY     - 1977     MONUMENTED       NGS
 MB2203
 MB2203                          STATION DESCRIPTION
 MB2203
 MB2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2203'THE STATION IS ABOUT 2-1/2 MILES NORTHWEST OF WINDHAM,
 MB2203'2-1/4 MILES SOUTHEAST OF GARRETTSVILLE, 1/2 MILE NORTH OF THE
 MB2203'OHIO TURNPIKE AND ON PROPERTY OWNED BY MRS. BONNIE CLOUD,
 MB2203'BOX 8691, GARRETTSVILLE, OHIO 44231, TELEPHONE NUMBER
 MB2203'216-527-2303, WHO LIVES ABOUT 300 FEET SOUTH OF THE
 MB2203'STATION.
 MB2203'
 MB2203'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 88 AND
 MB2203'303, AT THE EAST EDGE OF FREEDOM.  GO EAST ON HIGHWAY 303 FOR
 MB2203'2.55 MILES TO COUNTY HIGHWAY 235, STANLEY ROAD, ON THE LEFT.
 MB2203'TURN LEFT AND GO NORTH ON STANLEY ROAD FOR 1.05 MILES TO A
 MB2203'CROSSROAD, GOTHAM ROAD.  TURN RIGHT AND GO EAST ON GOTHAM ROAD
 MB2203'FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 MB2203'NORTH ON THE DRIVEWAY FOR 0.05 MILE TO MRS. CLOUDS MOBILE HOME
 MB2203'CONTINUE AHEAD FOR 0.05 MILE TO THE STATION, JUST AFTER
 MB2203'ENTERING THE WOODS.
 MB2203'
 MB2203'STATION MARKS ARE STANDARD DISKS STAMPED---CLOUD 1977---.  THE
 MB2203'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2203'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 21 FEET
 MB2203'WEST OF THE CENTER OF A TRAIL AND 4.8 FEET SOUTH-SOUTHEAST OF A
 MB2203'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 MB2203'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND.
 MB2203'
 MB2203'REFERENCE MARK 1, STAMPED---CLOUD NO 1 1977---, IS A STANDARD
 MB2203'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MB2203'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 5 FEET EAST OF
 MB2203'THE CENTER OF THE TRAIL AND 1.4 FEET SOUTH-SOUTHWEST OF A METAL
 MB2203'WITNESS POST.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 MB2203'
 MB2203'REFERENCE MARK 2, STAMPED---CLOUD NO 2 1977---, IS A STANDARD
 MB2203'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MB2203'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 88 FEET SOUTH
 MB2203'OF A METAL WITNESS POST AND 7 FEET WEST OF THE CENTER OF THE
 MB2203'TRAIL.  IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 MB2203'
 MB2203'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 MB2203'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES AND BRUSH
 MB2203'ON LINE.
 MB2203'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.5 METERS.
 MB2203'
 MB2203'DESCRIBED BY R.L. ZURFLUH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1235 ***********************************************************************
 MC1235  DESIGNATION -  CLYDE MUNICIPAL TANK
 MC1235  PID         -  MC1235
 MC1235  STATE/COUNTY-  OH/SANDUSKY
 MC1235  USGS QUAD   -  CLYDE (1969)
 MC1235
 MC1235                         *CURRENT SURVEY CONTROL
 MC1235  ___________________________________________________________________
 MC1235* NAD 83(1995)-  41 18 29.56093(N)    082 58 35.08587(W)     ADJUSTED  
 MC1235* NAVD 88     -                                                        
 MC1235  ___________________________________________________________________
 MC1235  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 MC1235  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1235
 MC1235  HORZ ORDER  -  THIRD
 MC1235
 MC1235.The horizontal coordinates were established by classical geodetic methods
 MC1235.and adjusted by the National Geodetic Survey in April 1998..
 MC1235
 MC1235
 MC1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1235
 MC1235.The geoid height was determined by GEOID03.
 MC1235
 MC1235;                    North         East     Units Scale Factor Converg.
 MC1235;SPC OH N     -   182,397.041   560,106.501   MT  0.99994793   -0 18 46.7
 MC1235;UTM  17      - 4,574,856.413   334,553.089   MT  0.99993688   -1 18 17.8
 MC1235
 MC1235                          SUPERSEDED SURVEY CONTROL
 MC1235
 MC1235  NAD 83(1995)-  41 18 29.56718(N)    082 58 35.09723(W) AD(       ) 4
 MC1235  NAD 83(1986)-  41 18 29.56587(N)    082 58 35.09990(W) AD(       ) 4
 MC1235  NAD 27      -  41 18 29.37500(N)    082 58 35.40570(W) AD(       ) 3
 MC1235
 MC1235.Superseded values are not recommended for survey control.
 MC1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1235.See file dsdata.txt to determine how the superseded data were derived.
 MC1235
 MC1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3455374856(NAD 83)
 MC1235_MARKER: 51 = TANK
 MC1235
 MC1235  HISTORY     - Date     Condition        Report By
 MC1235  HISTORY     - 1956     FIRST OBSERVED   CGS
 MC1235  HISTORY     - 1985     GOOD             USPSQD
 MC1235
 MC1235                          STATION DESCRIPTION
 MC1235
 MC1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1235'THE STATION IS LOCATED 0.1 MILE WEST OF THE NICKEL PLATE RAILROAD
 MC1235'STATION.  IT IS APPROXIMATELY 110 FEET HIGH AND IS PAINTED
 MC1235'SILVER.
 MC1235'THE POINT INTERSECTED WAS
 MC1235'THE RED LIGHT ON TOP.
 MC1235'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 MC1235'20 AND VINE STREET, GO SOUTH ON VINE STREET
 MC1235'FOR 0.2 MILE TO RAILROAD AND STATION ON THE LEFT.
 MC1235
 MC1235                          STATION RECOVERY (1985)
 MC1235
 MC1235'RECOVERY NOTE BY US POWER SQUADRON 1985 (MS)
 MC1235'STATION FOUND OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1236 ***********************************************************************
 MC1236  DESIGNATION -  CLYDE MUNICIPAL WATER PLT STK
 MC1236  PID         -  MC1236
 MC1236  STATE/COUNTY-  OH/SANDUSKY
 MC1236  USGS QUAD   -  CLYDE (1969)
 MC1236
 MC1236                         *CURRENT SURVEY CONTROL
 MC1236  ___________________________________________________________________
 MC1236* NAD 83(1995)-  41 17 58.71025(N)    082 58 49.72229(W)     ADJUSTED  
 MC1236* NAVD 88     -                                                        
 MC1236  ___________________________________________________________________
 MC1236  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 MC1236  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1236
 MC1236  HORZ ORDER  -  THIRD
 MC1236
 MC1236.The horizontal coordinates were established by classical geodetic methods
 MC1236.and adjusted by the National Geodetic Survey in April 1998..
 MC1236
 MC1236
 MC1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1236
 MC1236.The geoid height was determined by GEOID03.
 MC1236
 MC1236;                    North         East     Units Scale Factor Converg.
 MC1236;SPC OH N     -   181,447.231   559,760.814   MT  0.99994731   -0 18 56.3
 MC1236;UTM  17      - 4,573,912.739   334,191.015   MT  0.99993836   -1 18 26.7
 MC1236
 MC1236                          SUPERSEDED SURVEY CONTROL
 MC1236
 MC1236  NAD 83(1995)-  41 17 58.71667(N)    082 58 49.73385(W) AD(       ) 4
 MC1236  NAD 83(1986)-  41 17 58.71525(N)    082 58 49.73656(W) AD(       ) 4
 MC1236  NAD 27      -  41 17 58.52045(N)    082 58 50.04421(W) AD(       ) 3
 MC1236
 MC1236.Superseded values are not recommended for survey control.
 MC1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1236.See file dsdata.txt to determine how the superseded data were derived.
 MC1236
 MC1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3419173913(NAD 83)
 MC1236
 MC1236  HISTORY     - Date     Condition        Report By
 MC1236  HISTORY     - 1956     MONUMENTED       CGS
 MC1236
 MC1236                          STATION DESCRIPTION
 MC1236
 MC1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1236'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF CLYDE AND
 MC1236'ON THE CORNER OF
 MC1236'MULBERRY STREET AND SOUTH STREET.  IT IS A BRICK STRUCTURE,
 MC1236'APPROXIMATELY 120 FEET HIGH.
 MC1236'
 MC1236'THE POINT INTERSECTED WAS THE CENTER OF THE SACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1211 ***********************************************************************
 MC1211  DESIGNATION -  CLYDE RESET
 MC1211  PID         -  MC1211
 MC1211  STATE/COUNTY-  OH/ERIE
 MC1211  USGS QUAD   -  CASTALIA (1969)
 MC1211
 MC1211                         *CURRENT SURVEY CONTROL
 MC1211  ___________________________________________________________________
 MC1211* NAD 83(1995)-  41 22 56.90162(N)    082 49 47.73339(W)     ADJUSTED  
 MC1211* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 MC1211  ___________________________________________________________________
 MC1211  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 MC1211  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC1211
 MC1211  HORZ ORDER  -  FIRST
 MC1211
 MC1211.The horizontal coordinates were established by classical geodetic methods
 MC1211.and adjusted by the National Geodetic Survey in April 1998..
 MC1211
 MC1211.The orthometric height was scaled from a topographic map.
 MC1211
 MC1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1211
 MC1211.The geoid height was determined by GEOID03.
 MC1211
 MC1211;                    North         East     Units Scale Factor Converg.
 MC1211;SPC OH N     -   190,587.377   572,404.032   MT  0.99995420   -0 13 00.3
 MC1211;UTM  17      - 4,582,832.174   346,990.178   MT  0.99988813   -1 12 35.9
 MC1211
 MC1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1211!SPC OH N     -   0.99996369  x   0.99995420  =   0.99991790
 MC1211!UTM  17      -   0.99996369  x   0.99988813  =   0.99985183
 MC1211
 MC1211:                Primary Azimuth Mark                     Grid Az
 MC1211:SPC OH N     -  MARBLEHEAD LIGHTHOUSE                    030 10 42.3
 MC1211:UTM  17      -  MARBLEHEAD LIGHTHOUSE                    031 10 17.9
 MC1211
 MC1211|---------------------------------------------------------------------|
 MC1211| PID    Reference Object                     Distance      Geod. Az  |
 MC1211|                                                           dddmmss.s |
 MC1211| MC1245 MARBLEHEAD LIGHTHOUSE               APPROX.19.7 KM 0295742.0 |
 MC1211| CF3020 CLYDE RM 3                           25.971 METERS 08716     |
 MC1211| CF3018 CLYDE RM 1                          339.700 METERS 15111     |
 MC1211| MC1236 CLYDE MUNICIPAL WATER PLT STK       APPROX.15.6 KM 2335509.4 |
 MC1211| MC1237 CLYDE ST MARYS CATH CH SPIRE        APPROX.15.2 KM 2354229.3 |
 MC1211| MC1235 CLYDE MUNICIPAL TANK                APPROX.14.8 KM 2360709.6 |
 MC1211| MC1233 CLYDE WHIRLPOOL CORP WATER TK       APPROX.15.2 KM 2380125.3 |
 MC1211| CF3019 CLYDE RM 2                           77.480 METERS 27226     |
 MC1211| CF3017 CLYDE AZ MK                                        3120613.2 |
 MC1211|---------------------------------------------------------------------|
 MC1211
 MC1211                          SUPERSEDED SURVEY CONTROL
 MC1211
 MC1211  NAD 83(1995)-  41 22 56.90658(N)    082 49 47.74017(W) AD(       ) 1
 MC1211  NAD 83(1986)-  41 22 56.90770(N)    082 49 47.74921(W) AD(       ) 1
 MC1211  NAD 27      -  41 22 56.71563(N)    082 49 48.07246(W) AD(       ) 1
 MC1211
 MC1211.Superseded values are not recommended for survey control.
 MC1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1211.See file dsdata.txt to determine how the superseded data were derived.
 MC1211
 MC1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4699082832(NAD 83)
 MC1211_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1211
 MC1211  HISTORY     - Date     Condition        Report By
 MC1211  HISTORY     - 1928     MONUMENTED       CGS
 MC1211  HISTORY     - 1956     SEE DESCRIPTION  CGS
 MC1211  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1211
 MC1211                          STATION DESCRIPTION
 MC1211
 MC1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 MC1211'ABOUT 8 MILES SOUTHWEST OF SANDUSKY AND 2 MILES SOUTHWEST OF
 MC1211'CASTALIA, ON A PROMINENT SAND AND
 MC1211'LIMESTONE RIDGE, THE HIGHEST IN THE VICINITY.  STATION
 MC1211'IS ABOUT 3/4 MILE SOUTH OF
 MC1211'A VERY LARGE STONE QUARRY ON THE
 MC1211'SANDUSKY-CLYDE HIGHWAY, AND IMMEDIATELY SOUTH
 MC1211'OF A WIRE FENCE
 MC1211'CROSSING THE TOP OF THE KNOLL.  REACHED FROM SANDUSKY BY HIGHWAY
 MC1211'TO CASTALIA,
 MC1211'THENCE TOWARD CLYDE ABOUT 2-1/4 MILES, SKIRTING THE
 MC1211'NORTH AND WEST SIDES OF THE
 MC1211'HIGH RIDGE ON WHICH THE STATION IS
 MC1211'LOCATED.  AFTER PASSING THE STONE QUARRY, GO
 MC1211'TO THE FOURTH HOUSE
 MC1211'ON THE EAST SIDE OF THE ROAD FROM THE SHARP TURN TO THE SOUTH.
 MC1211'THIS HOUSE
 MC1211'IS ABOUT 2-1/4 MILES FROM CASTALIA.  FROM THIS HOUSE
 MC1211'A FARM ROAD LEADS TO THE
 MC1211'FIELD IN WHICH THE STATION IS LOCATED.
 MC1211'MARK IS FLUSH WITH THE GROUND.
 MC1211'
 MC1211'REFERENCE MARK NO. 1 IS AT SOUTHEAST CORNER OF SAME FIELD.
 MC1211'
 MC1211'REFERENCE MARK NO. 2 IS IN FENCE LINE WEST OF STATION.
 MC1211'
 MC1211'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MC1211'DISKS SET IN
 MC1211'CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 MC1211'
 MC1211'HEIGHT OF SIGNAL ABOVE STATION MARK - 90 FEET.
 MC1211
 MC1211                          STATION RECOVERY (1956)
 MC1211
 MC1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1211'THE SUB-SURFACE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND AS
 MC1211'DESCRIBED BY W.M. IN 1928
 MC1211'AND WERE FOUND IN GOOD CONDITION, THEREFORE A NEW SURFACE MARK,
 MC1211'REFERENCE MARK NO. 3 AND AZIMUTH
 MC1211'MARK WERE ESTABLISHED.  A CHECK WAS MADE OF THE DISTANCE
 MC1211'AND DIRECTION TO REFERENCE MARK NO. 2 AND A SLIGHT
 MC1211'DIFFERENCE WAS FOUND IN THE DISTANCE
 MC1211'TO REFERENCE MARK NO. 2.
 MC1211'
 MC1211'DUE TO CHANGE IN LAND MARKS AND ROAD NUMBERS, A COMPLETE NEW
 MC1211'DESCRIPTION FOLLOWS.
 MC1211'
 MC1211'STATION IS LOCATED ABOUT 8 MILES NORTH OF BELLEVUE AND 2 MILES
 MC1211'SOUTHWEST OF
 MC1211'CASTALIA.  IT IS 18 FEET SOUTHEAST OF A WITNESS POST AND 15 FEET
 MC1211'SOUTH OF A FENCE.  THE MARK IS
 MC1211'ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 MC1211'STAMPED CLYDE 1928.
 MC1211'
 MC1211'REFERENCE MARK NO. 2 IS 10 FEET SOUTH OF A FENCE AND 1 FOOT SOUTH OF
 MC1211'A ROCK CAIRN THAT IS
 MC1211'ABOUT 2 FEET HIGH.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS
 MC1211'STAMPED CLYDE NO 2 1928.
 MC1211'
 MC1211'REFERENCE MARK NO. 3 IS 8 FEET SOUTH OF A FENCE.  THE MARK PROJECTS
 MC1211'ABOUT 6 INCHES AND THE
 MC1211'DISK IS STAMPED CLYDE NO 3 1928.
 MC1211'
 MC1211'AZIMUTH MARK IS 1 FOOT SOUTH OF A FENCE, 2-1/2 FEET WEST OF A WITNESS
 MC1211'POST AND 18 FEET NORTH
 MC1211'OF THE APPROXIMATE CENTER OF A SURFACE ROAD.  THE MARK PROJECTS
 MC1211'ABOUT 3 INCHES AND THE DISK IS
 MC1211'STAMPED CLYDE 1956.
 MC1211'
 MC1211'TO REACH THE STATION FROM THE POST OFFICE IN CASTALIA, GO SOUTHERLY
 MC1211'ON STATE ROUTE 12, 101
 MC1211'AND 269 FOR 0.5 MILE TO THE JUNCTION OF STATE ROUTE 12, 101 AND 269,
 MC1211'TURN RIGHT AND GO SOUTHWEST ON
 MC1211'STATE ROUTE 12 AND 101 FOR 1.55 MILES TO A SIDE ROAD
 MC1211'RIGHT. (TURN RIGHT AND GO WESTERLY ON SURFACE
 MC1211'ROAD FOR 0.1 MILE TO AZIMUTH MARK
 MC1211'ON RIGHT.) CONTINUE SOUTHWEST ON STATE ROUTE 12 AND 101 FOR
 MC1211'0.55 MILE TO A FARM ROAD
 MC1211'LEFT.  THIS IS JUST NORTHEAST OF MRS EDITHS GERMAN FARM HOUSE.  TURN
 MC1211'LEFT ON FARM ROAD AND GO EAST
 MC1211'FOR 0.05 MILE TO GATE, PASS THROUGH GATE AND CONTINUE EASTERLY
 MC1211'ON FARM ROAD FOR 0.35 MILE TO GATE AND
 MC1211'TOP OF RIDGE.  PASS THROUGH GATE AND TURN LEFT
 MC1211'AND GO NORTH ALONG THE EAST SIDE OF FENCE-LINE FOR 0.25
 MC1211'MILE TO NORTH END OF FIELD, TURN
 MC1211'RIGHT AND GO EAST ALONG THE NORTH END OF FIELD FOR 0.1 MILE TO TOP OF
 MC1211'RIDGE AND STATION.
 MC1211'
 MC1211'1956 OBSERVATION TAKEN FROM A 90 FT. TOWER.
 MC1211
 MC1211                          STATION RECOVERY (1971)
 MC1211
 MC1211'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 MC1211'CLYDE 1928 GOOD - PAINTED WOOD POST AND PUT SIGN ON.
 MC1211'CLYDE NO 2-1928
 MC1211'GOOD - FARMER HAD STEEL POST ALONGSIDE.
 MC1211'CLYDE NO 3-1928 GOOD - FARMER HAD
 MC1211'STEEL POST ALONGSIDE.
 MC1211'AZI. CLYDE 1956 GOOD - PAINTED WOOD POST AND PUT
 MC1211'SIGN ON.
 MC1211'
 MC1211'AZIMUTH ALONG TR 33 OR VICKERY ROAD.
 MC1211'
 MC1211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES SW OF
 MC1211'CASTALIA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1237 ***********************************************************************
 MC1237  DESIGNATION -  CLYDE ST MARYS CATH CH SPIRE
 MC1237  PID         -  MC1237
 MC1237  STATE/COUNTY-  OH/SANDUSKY
 MC1237  USGS QUAD   -  CLYDE (1969)
 MC1237
 MC1237                         *CURRENT SURVEY CONTROL
 MC1237  ___________________________________________________________________
 MC1237* NAD 83(1995)-  41 18 18.44099(N)    082 58 48.56052(W)     ADJUSTED  
 MC1237* NAVD 88     -                                                        
 MC1237  ___________________________________________________________________
 MC1237  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 MC1237  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC1237
 MC1237  HORZ ORDER  -  THIRD
 MC1237
 MC1237.The horizontal coordinates were established by classical geodetic methods
 MC1237.and adjusted by the National Geodetic Survey in April 1998..
 MC1237
 MC1237
 MC1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1237
 MC1237.The geoid height was determined by GEOID03.
 MC1237
 MC1237;                    North         East     Units Scale Factor Converg.
 MC1237;SPC OH N     -   182,055.733   559,791.191   MT  0.99994770   -0 18 55.6
 MC1237;UTM  17      - 4,574,520.619   334,231.921   MT  0.99993819   -1 18 26.4
 MC1237
 MC1237                          SUPERSEDED SURVEY CONTROL
 MC1237
 MC1237  NAD 83(1995)-  41 18 18.44740(N)    082 58 48.57180(W) AD(       ) 4
 MC1237  NAD 83(1986)-  41 18 18.44599(N)    082 58 48.57465(W) AD(       ) 4
 MC1237  NAD 27      -  41 18 18.25444(N)    082 58 48.88076(W) AD(       ) 3
 MC1237
 MC1237.Superseded values are not recommended for survey control.
 MC1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1237.See file dsdata.txt to determine how the superseded data were derived.
 MC1237
 MC1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3423274521(NAD 83)
 MC1237_MARKER: 90 = CHURCH SPIRE
 MC1237
 MC1237  HISTORY     - Date     Condition        Report By
 MC1237  HISTORY     - 1956     FIRST OBSERVED   CGS
 MC1237  HISTORY     - 1985     GOOD             USPSQD
 MC1237
 MC1237                          STATION DESCRIPTION
 MC1237
 MC1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1237'THE STATION IS LOCATED ON THE CORNER OF SPRING STREET AND
 MC1237'VINE STREET.  IT
 MC1237'IS APPROXIMATELY 110 FEET HIGH WITH A WHITE CROSS ON TOP.
 MC1237'
 MC1237'THE POINT INTERSECTED WAS THE WHITE CROSS ON TOP.
 MC1237'
 MC1237'TO REACH FROM JUNCTION OF U.S. HIGHWAY 20 AND VINE STREET, GO SOUTH
 MC1237'ON VINE STREET FOR 0.45 MILE TO
 MC1237'STATION ON THE RIGHT.
 MC1237
 MC1237                          STATION RECOVERY (1985)
 MC1237
 MC1237'RECOVERY NOTE BY US POWER SQUADRON 1985 (MS)
 MC1237'STATION FOUND OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1233 ***********************************************************************
 MC1233  DESIGNATION -  CLYDE WHIRLPOOL CORP WATER TK
 MC1233  PID         -  MC1233
 MC1233  STATE/COUNTY-  OH/SANDUSKY
 MC1233  USGS QUAD   -  CLYDE (1969)
 MC1233
 MC1233                         *CURRENT SURVEY CONTROL
 MC1233  ___________________________________________________________________
 MC1233* NAD 83(1995)-  41 18 35.18797(N)    082 59 02.92856(W)     ADJUSTED  
 MC1233* NAVD 88     -                                                        
 MC1233  ___________________________________________________________________
 MC1233  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 MC1233  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1233
 MC1233  HORZ ORDER  -  THIRD
 MC1233
 MC1233.The horizontal coordinates were established by classical geodetic methods
 MC1233.and adjusted by the National Geodetic Survey in April 1998..
 MC1233
 MC1233
 MC1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1233
 MC1233.The geoid height was determined by GEOID03.
 MC1233
 MC1233;                    North         East     Units Scale Factor Converg.
 MC1233;SPC OH N     -   182,574.189   559,459.841   MT  0.99994804   -0 19 05.0
 MC1233;UTM  17      - 4,575,044.729   333,909.599   MT  0.99993951   -1 18 36.3
 MC1233
 MC1233                          SUPERSEDED SURVEY CONTROL
 MC1233
 MC1233  NAD 83(1995)-  41 18 35.19433(N)    082 59 02.93965(W) AD(       ) 4
 MC1233  NAD 83(1986)-  41 18 35.19278(N)    082 59 02.94259(W) AD(       ) 4
 MC1233  NAD 27      -  41 18 35.00214(N)    082 59 03.24737(W) AD(       ) 3
 MC1233
 MC1233.Superseded values are not recommended for survey control.
 MC1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1233.See file dsdata.txt to determine how the superseded data were derived.
 MC1233
 MC1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3391075045(NAD 83)
 MC1233
 MC1233  HISTORY     - Date     Condition        Report By
 MC1233  HISTORY     - 1956     MONUMENTED       CGS
 MC1233
 MC1233                          STATION DESCRIPTION
 MC1233
 MC1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1233'THE STATION IS LOCATED ONE BLOCK SOUTH OF U.S. HIGHWAY 20 IN
 MC1233'THE WEST EDGE OF
 MC1233'CLYDE.  IT IS APPROXIMATELY 100 FEET HIGH AND IS PAINTED SILVER WITH
 MC1233'A RED LIGHT ON THE TOP.
 MC1233'
 MC1233'THE POINT INTERSECTED WAS THE RED LIGHT ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6020 ***********************************************************************
 AB6020  CBN         -  This is a Cooperative Base Network Control Station.
 AB6020  DESIGNATION -  CMH A
 AB6020  PID         -  AB6020
 AB6020  STATE/COUNTY-  OH/FRANKLIN
 AB6020  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 AB6020
 AB6020                         *CURRENT SURVEY CONTROL
 AB6020  ___________________________________________________________________
 AB6020* NAD 83(1995)-  39 59 44.37603(N)    082 53 54.36431(W)     ADJUSTED  
 AB6020* NAVD 88     -       246.1    (meters)     807.     (feet)  GPS OBS   
 AB6020  ___________________________________________________________________
 AB6020  X           -     604,936.918 (meters)                     COMP
 AB6020  Y           -  -4,855,642.063 (meters)                     COMP
 AB6020  Z           -   4,077,752.709 (meters)                     COMP
 AB6020  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AB6020  ELLIP HEIGHT-         212.06  (meters)          (03/08/05) GPS OBS
 AB6020  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AB6020
 AB6020  HORZ ORDER  -  B
 AB6020  ELLP ORDER  -  FOURTH    CLASS II
 AB6020
 AB6020.This mark is at Port Columbus Intl Airport (CMH)
 AB6020
 AB6020.The horizontal coordinates were established by GPS observations
 AB6020.and adjusted by the National Geodetic Survey in August 1996..
 AB6020
 AB6020.The orthometric height was determined by GPS observations and a
 AB6020.high-resolution geoid model.
 AB6020
 AB6020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6020
 AB6020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6020
 AB6020.The ellipsoidal height was determined by GPS observations
 AB6020.and is referenced to NAD 83.
 AB6020
 AB6020.The geoid height was determined by GEOID03.
 AB6020
 AB6020;                    North         East     Units Scale Factor Converg.
 AB6020;SPC OH S     -   221,626.095   565,974.341   MT  0.99999276   -0 15 10.1
 AB6020;UTM  17      - 4,429,001.552   337,934.722   MT  0.99992335   -1 13 13.6
 AB6020
 AB6020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6020!SPC OH S     -   0.99996673  x   0.99999276  =   0.99995949
 AB6020!UTM  17      -   0.99996673  x   0.99992335  =   0.99989009
 AB6020
 AB6020:                Primary Azimuth Mark                     Grid Az
 AB6020:SPC OH S     -  CMH ARP 2                                095 51 04.4
 AB6020:UTM  17      -  CMH ARP 2                                096 49 07.9
 AB6020
 AB6020|---------------------------------------------------------------------|
 AB6020| PID    Reference Object                     Distance      Geod. Az  |
 AB6020|                                                           dddmmss.s |
 AB6020| AB3414 CMH ARP 2                           APPROX. 1.1 KM 0953554.3 |
 AB6020| AB3417 CMH AP STA B                        APPROX. 0.7 KM 2711742.0 |
 AB6020|---------------------------------------------------------------------|
 AB6020
 AB6020                          SUPERSEDED SURVEY CONTROL
 AB6020
 AB6020  ELLIP H (08/20/96)  212.07   (m)                       GP(       ) 4 2
 AB6020
 AB6020.Superseded values are not recommended for survey control.
 AB6020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6020.See file dsdata.txt to determine how the superseded data were derived.
 AB6020
 AB6020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3793529002(NAD 83)
 AB6020_MARKER: I = METAL ROD
 AB6020_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6020_STAMPING: CMH A 1995
 AB6020_MARK LOGO: NGS   
 AB6020_PROJECTION: FLUSH
 AB6020_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6020+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 AB6020_ROD/PIPE-DEPTH: 5.94 meters
 AB6020_SLEEVE-DEPTH  : 0.90 meters
 AB6020
 AB6020  HISTORY     - Date     Condition        Report By
 AB6020  HISTORY     - 1995     MONUMENTED       NGS
 AB6020  HISTORY     - 20030606 GOOD             NGS
 AB6020
 AB6020                          STATION DESCRIPTION
 AB6020
 AB6020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6020'NOTE--THIS IS THE PAC STATION.  NOTE--CALL ONE WEEK IN ADVANCE FOR
 AB6020'ACCESS TO AIRFIELD.  THE STATION IS LOCATED ON THE EAST SIDE OF
 AB6020'COLUMBUS AT THE PORT COLUMBUS INTERNATIONAL AIRPORT, IN GRASS IN THE
 AB6020'SOUTHEAST QUADRANT OF THE INTERSECTION OF RUNWAY 10R-28L AND CONNECTOR
 AB6020'TAXI C4, AND IN THE MEDIAN OF THE RUNWAY AND PARALLEL TAXI C.
 AB6020'OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, PORT COLUMBUS INTERNATIONAL
 AB6020'AIRPORT, 4600 INTERNATIONAL GATEWAY, COLUMBUS, OHIO, 43219.  CONTACT
 AB6020'DAVID E GOTSCHALL, ENGINEERING AND FACILITIES, AT 614-239-4000,
 AB6020'EXTENSION 4012, OR ROBERT HOLLINGSHEAD, OPERATIONS COORDINATOR, AT
 AB6020'614-239-4000, EXTENSION 4003, ONE WEEK IN ADVANCE TO ARRANGE FOR AN
 AB6020'ESCORT TO THIS STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 AB6020'INTERSTATE HIGHWAY 670 AND INTERNATIONAL GATEWAY (EXIT 9, STELZER ROAD
 AB6020'EXIT) ON THE EAST SIDE OF COLUMBUS, GO EAST ON INTERNATIONAL GATEWAY
 AB6020'FOR 2.42 KM (1.50 MI) TO A PAVED CROSSROAD (SAWYER ROAD) .  TURN
 AB6020'RIGHT, SOUTH, EAST, AND SOUTH, FOR 0.15 KM (0.10 MI) TO A GATE LEADING
 AB6020'TO THE AIRFIELD.  AIRPORT ESCORT WILL MEET YOU HERE.  THE STATION IS A
 AB6020'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 AB6020'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AB6020'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 59.4 M (194.9
 AB6020'FT) EAST OF THE CENTER OF TAXI C4, 52.9 M (173.6 FT) NORTH OF THE
 AB6020'NORTH EDGE OF THE RUNWAY, 42.3 M (138.8 FT) NORTH OF THE NORTH EDGE OF
 AB6020'THE PAVED RUNWAY SHOULDER, 30.9 M (101.4 FT) SOUTH OF THE CENTER OF
 AB6020'PARALLEL TAXI C, 15.7 M (51.5 FT) SOUTH OF THE SOUTH EDGE OF TAXI C ,
 AB6020'27.7 M (90.9 FT) EAST-NORTHEAST OF THE EAST CORNER OF A SIGN C4
 AB6020'28L-10R, 10.15 M (33.30 FT) EAST OF THE SOUTHEAST CORNER OF THE
 AB6020'CONCRETE PAD FOR A SIGN C4-C-C4, AND 0.25 M (0.82 FT) NORTH OF A
 AB6020'WITNESS POST.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.
 AB6020
 AB6020                          STATION RECOVERY (2003)
 AB6020
 AB6020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 AB6020'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL STATION.
 AB6020'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3417 ***********************************************************************
 AB3417  SACS        -  This is a Secondary Airport Control Station.
 AB3417  DESIGNATION -  CMH AP STA B
 AB3417  PID         -  AB3417
 AB3417  STATE/COUNTY-  OH/FRANKLIN
 AB3417  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 AB3417
 AB3417                         *CURRENT SURVEY CONTROL
 AB3417  ___________________________________________________________________
 AB3417* NAD 83(1995)-  39 59 44.91983(N)    082 54 25.70893(W)     ADJUSTED  
 AB3417* NAVD 88     -       244.19   (meters)     801.1    (feet)  GPS OBS   
 AB3417  ___________________________________________________________________
 AB3417  X           -     604,197.525 (meters)                     COMP
 AB3417  Y           -  -4,855,721.815 (meters)                     COMP
 AB3417  Z           -   4,077,764.357 (meters)                     COMP
 AB3417  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 AB3417  ELLIP HEIGHT-         210.19  (meters)          (10/07/05) GPS OBS
 AB3417  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AB3417
 AB3417  HORZ ORDER  -  FIRST
 AB3417  ELLP ORDER  -  FOURTH    CLASS I
 AB3417
 AB3417.This mark is at Port Columbus Intl Airport (CMH)
 AB3417
 AB3417.The horizontal coordinates were established by GPS observations
 AB3417.and adjusted by the National Geodetic Survey in June 1997..
 AB3417
 AB3417.The orthometric height was determined by GPS observations and a
 AB3417.high-resolution geoid model.
 AB3417
 AB3417.GPS derived orthometric heights for airport stations designated as
 AB3417.PACS or SACS are published to 2 decimal places.  This maintains
 AB3417.centimeter relative accuracy between the PACS and SACS.  It does
 AB3417.not indicate centimeter accuracy relative to other marks which are
 AB3417.part of the NAVD 88 network.
 AB3417
 AB3417.Photographs are available for this station.
 AB3417
 AB3417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3417
 AB3417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3417
 AB3417.The ellipsoidal height was determined by GPS observations
 AB3417.and is referenced to NAD 83.
 AB3417
 AB3417.The geoid height was determined by GEOID03.
 AB3417
 AB3417;                    North         East     Units Scale Factor Converg.
 AB3417;SPC OH S     -   221,646.183   565,230.872   MT  0.99999279   -0 15 30.0
 AB3417;UTM  17      - 4,429,034.192   337,191.749   MT  0.99992632   -1 13 33.8
 AB3417
 AB3417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3417!SPC OH S     -   0.99996703  x   0.99999279  =   0.99995982
 AB3417!UTM  17      -   0.99996703  x   0.99992632  =   0.99989335
 AB3417
 AB3417:                Primary Azimuth Mark                     Grid Az
 AB3417:SPC OH S     -  CMH A                                    091 32 51.9
 AB3417:UTM  17      -  CMH A                                    092 30 55.7
 AB3417
 AB3417|---------------------------------------------------------------------|
 AB3417| PID    Reference Object                     Distance      Geod. Az  |
 AB3417|                                                           dddmmss.s |
 AB3417| AB6020 CMH A                               APPROX. 0.7 KM 0911721.9 |
 AB3417|---------------------------------------------------------------------|
 AB3417
 AB3417                          SUPERSEDED SURVEY CONTROL
 AB3417
 AB3417.No superseded survey control is available for this station.
 AB3417
 AB3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3719229034(NAD 83)
 AB3417_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3417_STAMPING: AP 1963 STA B
 AB3417_MARK LOGO: CGS   
 AB3417_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3417+STABILITY: SURFACE MOTION
 AB3417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3417+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 AB3417
 AB3417  HISTORY     - Date     Condition        Report By
 AB3417  HISTORY     - 1963     MONUMENTED       CGS
 AB3417  HISTORY     - 19900615 GOOD             NGS
 AB3417  HISTORY     - 19950427 GOOD             NGS
 AB3417  HISTORY     - 20030606 GOOD             NGS
 AB3417
 AB3417                          STATION DESCRIPTION
 AB3417
 AB3417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AB3417'LOCATED AT PORT COLUMBUS INTL AIRPORT, NEAR THE APPROACH END OF RUNWAY
 AB3417'10R, 497 FT (151.5 M) EAST OF THE WEST END OF THE RUNWAY, 43.9 FT
 AB3417'(13.4 M) S/W OF THE CENTER OF AN IRON DRAIN GRATING, 103 FT (31.4 M)
 AB3417'N/E OF 2ND RUNWAY LIGHT, 104 FT (31.7 M) N/W OF 3RD RUNWAY LIGHT.  A
 AB3417'STANDARD TOPOGRAPHIC STATION DISK STAMPED AP 1963 STA B IN TOP OF A
 AB3417'CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
 AB3417
 AB3417                          STATION RECOVERY (1995)
 AB3417
 AB3417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3417'NOTE--CALL ONE WEEK IN ADVANCE FOR ACCESS TO AIRFIELD.  THE STATION IS
 AB3417'LOCATED ON THE EAST SIDE OF COLUMBUS AT THE PORT COLUMBUS
 AB3417'INTERNATIONAL AIRPORT, IN THE GRASS MEDIAN OF RUNWAY END 10R AND THE
 AB3417'NORTH PARALLEL TAXI, AND ABOUT 151 M (495.4 FT) EAST OF THE WEST END
 AB3417'OF THE RUNWAY.  OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, PORT COLUMBUS
 AB3417'INTERNATIONAL AIRPORT, 4600 INTERNATIONAL GATEWAY, COLUMBUS, OH 43219.
 AB3417'CONTACT DAVID E.  GOTSCHALL, ENGINEERING AND FACILITIES AT
 AB3417'614-239-4000, EXTENSION 4012, OR ROBERT HOLLINGSHEAD, OPERATIONS
 AB3417'COORDINATOR AT 614-239-4000, EXTENSION 4003 ONE WEEK IN ADVANCE TO
 AB3417'ARRANGE FOR AN ESCORT TO THIS STATION.  TO REACH FROM THE OVERPASS AT
 AB3417'THE JUNCTION OF INTERSTATE HIGHWAY 270 AND INTERNATIONAL GATEWAY (EXIT
 AB3417'9) , (STELZER ROAD EXIT) ON THE EAST SIDE OF COLUMBUS, GO EAST ON
 AB3417'INTERNATIONAL GATEWAY FOR 2.42 KM (1.50 MI) TO A PAVED CROSSROAD
 AB3417'(SAWYER ROAD) .  TURN RIGHT, SOUTH, EAST, AND SOUTH, FOR 0.15 KM (0.10
 AB3417'MI) TO A GATE LEADING TO THE AIRFIELD.  AIRPORT ESCORT WILL MEET YOU
 AB3417'HERE.  THE STATION IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 AB3417'SET 10 CM BELOW THE GROUND.  IT IS 57.2 M (187.7 FT) SOUTH OF THE
 AB3417'SOUTH EDGE OF THE TAXI, 35.8 M (117.5 FT) EAST-NORTHEAST OF THE THIRD
 AB3417'RUNWAY LIGHT, 29.1 M (95.5 FT) WEST-NORTHWEST OF THE FOURTH RUNWAY
 AB3417'LIGHT, 19.2 M (63.0 FT) WEST OF THE CENTER A 1 M (3.3 FT) DIAMETER
 AB3417'MANHOLE COVER, 12.9 M (42.3 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 AB3417'CORNER OF A STEEL DRAIN, 15.5 M (50.9 FT) NORTH OF THE NORTH EDGE OF
 AB3417'THE RUNWAY, AND 4.5 M (14.8 FT) NORTH OF THE NORTH EDGE OF THE PAVED
 AB3417'RUNWAY SHOULDER.  DESCRIBED BY D.G.  AUG
 AB3417
 AB3417                          STATION RECOVERY (2003)
 AB3417
 AB3417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 AB3417'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 AB3417' 
 AB3417'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3414 ***********************************************************************
 AB3414  SACS        -  This is a Secondary Airport Control Station.
 AB3414  DESIGNATION -  CMH ARP 2
 AB3414  PID         -  AB3414
 AB3414  STATE/COUNTY-  OH/FRANKLIN
 AB3414  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 AB3414
 AB3414                         *CURRENT SURVEY CONTROL
 AB3414  ___________________________________________________________________
 AB3414* NAD 83(1995)-  39 59 40.81265(N)    082 53 07.13565(W)     ADJUSTED  
 AB3414* NAVD 88     -       246.75   (meters)     809.5    (feet)  GPS OBS   
 AB3414  ___________________________________________________________________
 AB3414  X           -     606,057.515 (meters)                     COMP
 AB3414  Y           -  -4,855,574.021 (meters)                     COMP
 AB3414  Z           -   4,077,668.932 (meters)                     COMP
 AB3414  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AB3414  ELLIP HEIGHT-         212.72  (meters)          (10/07/05) GPS OBS
 AB3414  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AB3414
 AB3414  HORZ ORDER  -  FIRST
 AB3414  ELLP ORDER  -  FOURTH    CLASS I
 AB3414
 AB3414.This mark is at Port Columbus Intl Airport (CMH)
 AB3414
 AB3414.The horizontal coordinates were established by GPS observations
 AB3414.and adjusted by the National Geodetic Survey in June 1997..
 AB3414
 AB3414.The orthometric height was determined by GPS observations and a
 AB3414.high-resolution geoid model.
 AB3414
 AB3414.GPS derived orthometric heights for airport stations designated as
 AB3414.PACS or SACS are published to 2 decimal places.  This maintains
 AB3414.centimeter relative accuracy between the PACS and SACS.  It does
 AB3414.not indicate centimeter accuracy relative to other marks which are
 AB3414.part of the NAVD 88 network.
 AB3414
 AB3414.Photographs are available for this station.
 AB3414
 AB3414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3414
 AB3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3414
 AB3414.The ellipsoidal height was determined by GPS observations
 AB3414.and is referenced to NAD 83.
 AB3414
 AB3414.The geoid height was determined by GEOID03.
 AB3414
 AB3414;                    North         East     Units Scale Factor Converg.
 AB3414;SPC OH S     -   221,511.329   567,094.213   MT  0.99999258   -0 14 40.2
 AB3414;UTM  17      - 4,428,867.902   339,052.416   MT  0.99991890   -1 12 43.1
 AB3414
 AB3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3414!SPC OH S     -   0.99996663  x   0.99999258  =   0.99995921
 AB3414!UTM  17      -   0.99996663  x   0.99991890  =   0.99988553
 AB3414
 AB3414:                Primary Azimuth Mark                     Grid Az
 AB3414:SPC OH S     -  CMH A                                    275 51 04.9
 AB3414:UTM  17      -  CMH A                                    276 49 07.8
 AB3414
 AB3414|---------------------------------------------------------------------|
 AB3414| PID    Reference Object                     Distance      Geod. Az  |
 AB3414|                                                           dddmmss.s |
 AB3414| AB6020 CMH A                               APPROX. 1.1 KM 2753624.7 |
 AB3414|---------------------------------------------------------------------|
 AB3414
 AB3414                          SUPERSEDED SURVEY CONTROL
 AB3414
 AB3414  ELLIP H (06/20/97)  212.73   (m)                       GP(       ) 4 1
 AB3414
 AB3414.Superseded values are not recommended for survey control.
 AB3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3414.See file dsdata.txt to determine how the superseded data were derived.
 AB3414
 AB3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3905228868(NAD 83)
 AB3414_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3414_STAMPING: ARP 2 1963
 AB3414_MARK LOGO: CGS   
 AB3414_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3414+STABILITY: SURFACE MOTION
 AB3414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3414+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 AB3414
 AB3414  HISTORY     - Date     Condition        Report By
 AB3414  HISTORY     - 1963     MONUMENTED       CGS
 AB3414  HISTORY     - 19850615 GOOD             NGS
 AB3414  HISTORY     - 19950427 GOOD             NGS
 AB3414  HISTORY     - 20030606 GOOD             NGS
 AB3414
 AB3414                          STATION DESCRIPTION
 AB3414
 AB3414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AB3414'LOCATED AT PORT COLUMBUS INTL AIRPORT NEAR THE INTERSECTION OF TAXIWAY
 AB3414'G AND 10R/28L 113.2 FT (34.5 M) N/W OF RUNWAY LIGHT 21, 50 FT (15.2 M)
 AB3414'S/W OF EDGE OF TAXIWAY G, 50 FT (15.2 M) EAST OF THE EDGE OF A SHORT
 AB3414'TAXIWAY, 38.0 FT (11.6 M) N/W OF THE CENTER OF AN IRON DRAIN GRATE.  A
 AB3414'TOPOGRAPHIC STATION DISK STAMPED ARP 2 1963 IN THE TOP OF A CONCRETE
 AB3414'MONUMENT ABOUT FLUSH WITH THE GROUND.
 AB3414
 AB3414                          STATION RECOVERY (1995)
 AB3414
 AB3414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3414'NOTE--CALL ONE WEEK IN ADVANCE TO GET ON AIRFIELD.  THE STATION IS
 AB3414'LOCATED ON THE EAST SIDE OF COLUMBUS AT THE PORT COLUMBUS
 AB3414'INTERNATIONAL AIRPORT, IN GRASS IN THE NORTHWEST QUADRANT OF THE
 AB3414'INTERSECTION OF RUNWAY 10R-28L AND TAXI G AT THE CENTER OF THE
 AB3414'AIRFIELD.  OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, PORT COLUMBUS
 AB3414'INTERNATIONAL AIRPORT, 4600 INTERNATIONAL GATEWAY, COLUMBUS, OH 43219.
 AB3414'CONTACT DAVID E.  GOTSCHALL, ENGINEERING AND FACILITIES AT
 AB3414'614-239-4000, EXTENSION 4012, OR ROBERT HOLLINGSHEAD, OPERATIONS
 AB3414'COORDINATOR AT 614-239-4000, EXTENSION 4003 ONE WEEK IN ADVANCE TO
 AB3414'ARRANGE FOR AN ESCORT TO THIS STATION.  TO REACH FROM THE OVERPASS AT
 AB3414'THE JUNCTION OF INTERSTATE HIGHWAY 270 AND INTERNATIONAL GATEWAY (EXIT
 AB3414'9) , (STELZER ROAD EXIT) ON THE EAST SIDE OF COLUMBUS, GO EAST ON
 AB3414'INTERNATIONAL GATEWAY FOR 2.42 KM (1.50 MI) TO A PAVED CROSSROAD
 AB3414'(SAWYER ROAD) .  TURN RIGHT, SOUTH, EAST AND SOUTH, FOR 0.15 KM (0.10
 AB3414'MI) TO A GATE LEADING TO THE AIRFIELD.  AIRPORT ESCORT WILL MEET YOU
 AB3414'HERE.  THE STATION IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 AB3414'SET 10 CM BELOW THE GROUND.  IT IS 51.7 M (169.6 FT) SOUTHEAST OF THE
 AB3414'SOUTHEAST CORNER OF THE SIGN FOR TAXIS G AND C, 41.5 M (136.2 FT)
 AB3414'NORTHWEST OF THE NORTHWEST CORNER OF TAXI SIGN G, 25.4 M (83.3 FT)
 AB3414'NORTH OF THE NORTH EDGE OF THE RUNWAY, 14.7 M (48.2 FT) NORTH OF THE
 AB3414'NORTH EDGE OF THE PAVED RUNWAY SHOULDER, 15.4 M (50.5 FT) SOUTHWEST OF
 AB3414'THE SOUTHWEST EDGE OF TAXI G, AND 11.0 M (36.1 FT) NORTHWEST OF THE
 AB3414'NORTH CORNER OF A STEEL DRAIN.  DESCRIBED BY D.G.  AUG
 AB3414
 AB3414                          STATION RECOVERY (2003)
 AB3414
 AB3414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 AB3414'RECOVERED AS DESCRIBED.  THIS IS A SACS STATION.
 AB3414'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6212 ***********************************************************************
 DH6212  PACS        -  This is a Primary Airport Control Station.
 DH6212  DESIGNATION -  CMH B
 DH6212  PID         -  DH6212
 DH6212  STATE/COUNTY-  OH/FRANKLIN
 DH6212  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 DH6212
 DH6212                         *CURRENT SURVEY CONTROL
 DH6212  ___________________________________________________________________
 DH6212* NAD 83(1995)-  39 59 44.04397(N)    082 53 54.22082(W)     ADJUSTED  
 DH6212* NAVD 88     -       245.48   (meters)     805.4    (feet)  GPS OBS   
 DH6212  ___________________________________________________________________
 DH6212  X           -     604,941.052 (meters)                     COMP
 DH6212  Y           -  -4,855,647.711 (meters)                     COMP
 DH6212  Z           -   4,077,744.471 (meters)                     COMP
 DH6212  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DH6212  ELLIP HEIGHT-         211.45  (meters)          (06/23/05) GPS OBS
 DH6212  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 DH6212
 DH6212  HORZ ORDER  -  B
 DH6212  ELLP ORDER  -  FOURTH    CLASS II
 DH6212
 DH6212.This mark is at Port Columbus Intl Airport (CMH)
 DH6212
 DH6212.The horizontal coordinates were established by GPS observations
 DH6212.and adjusted by the CANTER SURVEYING GPS in June 2005..
 DH6212
 DH6212.The orthometric height was determined by GPS observations and a
 DH6212.high-resolution geoid model.
 DH6212
 DH6212.GPS derived orthometric heights for airport stations designated as
 DH6212.PACS or SACS are published to 2 decimal places.  This maintains
 DH6212.centimeter relative accuracy between the PACS and SACS.  It does
 DH6212.not indicate centimeter accuracy relative to other marks which are
 DH6212.part of the NAVD 88 network.
 DH6212
 DH6212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6212
 DH6212.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6212
 DH6212.The ellipsoidal height was determined by GPS observations
 DH6212.and is referenced to NAD 83.
 DH6212
 DH6212.The geoid height was determined by GEOID03.
 DH6212
 DH6212;                    North         East     Units Scale Factor Converg.
 DH6212;SPC OH S     -   221,615.838   565,977.700   MT  0.99999275   -0 15 10.0
 DH6212;UTM  17      - 4,428,991.241   337,937.907   MT  0.99992334   -1 13 13.5
 DH6212
 DH6212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6212!SPC OH S     -   0.99996683  x   0.99999275  =   0.99995958
 DH6212!UTM  17      -   0.99996683  x   0.99992334  =   0.99989017
 DH6212
 DH6212                          SUPERSEDED SURVEY CONTROL
 DH6212
 DH6212.No superseded survey control is available for this station.
 DH6212
 DH6212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3793828991(NAD 83)
 DH6212_MARKER: I = METAL ROD
 DH6212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH6212_STAMPING: CMH B 2004
 DH6212_MARK LOGO: LOCSUR
 DH6212_PROJECTION: FLUSH
 DH6212_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6212+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 DH6212_ROD/PIPE-DEPTH: 7.31 meters
 DH6212_SLEEVE-DEPTH  : .76 meters
 DH6212
 DH6212  HISTORY     - Date     Condition        Report By
 DH6212  HISTORY     - 20040812 MONUMENTED       LOCSUR
 DH6212
 DH6212                          STATION DESCRIPTION
 DH6212
 DH6212'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (WDN)
 DH6212'DESCRIBED BY CANTER SURVEYING 2004. NOTE--THIS IS A PAC STATION CALL
 DH6212'ONE WEEK IN ADVANCE FOR ACCESS TO AIRFIELD.    THE STATION IS LOCATED
 DH6212'ON THE EAST SIDE OF COLUMBUS AT THE PORT COLUMBUS  INTERNATIONAL
 DH6212'AIRPORT, IN  GRASS IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 DH6212'RUNWAY 10R-28L AND CONNECTOR TAXI C4, AND IN THE MEDIAN OF THE RUNWAY
 DH6212'AND PARALLEL  TAXI C.   OWNERSHIP--COLUMBUS AIRPORT AUTHORITY, PORT
 DH6212'COLUMBUS INTERNATIONAL AIRPORT, 4600  INTERNATIONAL GATEWAY, COLUMBUS,
 DH6212'OHIO, 43219.  CONTACT DAVID E GOTSCHALL, ENGINEERING  AND FACILITIES,
 DH6212'AT 614-239-4000, EXTENSION 4012, OR ROBERT HOLLINGSHEAD, OPERATIONS
 DH6212'COORDINATOR, AT 614-239-4000, EXTENSION 4003, ONE WEEK IN ADVANCE TO
 DH6212'ARRANGE FOR AN  ESCORT TO THIS STATION.  TO REACH FROM THE OVERPASS AT
 DH6212'THE JUNCTION OF INTERSTATE  HIGHWAY 670 AND INTERNATIONAL GATEWAY
 DH6212'(EXIT 9, STELZER ROAD EXIT) ON THE EAST SIDE OF  COLMBUS, GO EAST ON
 DH6212'INTERNATIONAL GATEWAY FOR 2.42 KM (1.50 MI) TO A PAVED CROSSROAD
 DH6212'(SAWYER ROAD).  TURN RIGHT, SOUTH, EAST, AND SOUTH, FOR 0.15 KM (0.10
 DH6212'MI) TO A GATE LEADING  TO THE AIRFIELD.  AIRPORT ESCORT WILL MEET YOU
 DH6212'HERE.  THE STATION IS A PUNCH HOLE TOP  CENTER OF A STAINLESS STEEL
 DH6212'ROD IN A 2.5 CM GREASE FILLED SLEEVE, WITH LOGO CAP SET FLUSH  WITH
 DH6212'THE GROUND, SURROUNDED BY CONCRETE. CMH B IS LOCATED 40.99 M ( 134.5
 DH6212'FT) EAST OF THE CENTER OF TAXI C4, 42.68 M (140 FT) WEST OF THE  WEST
 DH6212'EDGE OF THE RUNWAY, 33.83 M (111 FT) NORTH WEST OF A SIGN C4, 32.00 M
 DH6212'(105 FT) NORTH  OF A SIGN C4 28L-10R, AND 17.68 M (58 FT) NORTH EAST
 DH6212'OF A SIGN C4 C C4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0271 ***********************************************************************
 LA0271  DESIGNATION -  CN 5
 LA0271  PID         -  LA0271
 LA0271  STATE/COUNTY-  OH/DARKE
 LA0271  USGS QUAD   -  ANSONIA (1982)
 LA0271
 LA0271                         *CURRENT SURVEY CONTROL
 LA0271  ___________________________________________________________________
 LA0271* NAD 83(1986)-  40 12 55.     (N)    084 38 26.     (W)     SCALED    
 LA0271* NAVD 88     -       306.079  (meters)    1004.19   (feet)  ADJUSTED  
 LA0271  ___________________________________________________________________
 LA0271  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LA0271  DYNAMIC HT  -         305.920 (meters)    1003.67  (feet)  COMP
 LA0271  MODELED GRAV-     980,096.1   (mgal)                       NAVD 88
 LA0271
 LA0271  VERT ORDER  -  SECOND    CLASS 0
 LA0271
 LA0271.The horizontal coordinates were scaled from a topographic map and have
 LA0271.an estimated accuracy of +/- 6 seconds.
 LA0271
 LA0271.The orthometric height was determined by differential leveling
 LA0271.and adjusted by the National Geodetic Survey in June 1991..
 LA0271
 LA0271.The geoid height was determined by GEOID03.
 LA0271
 LA0271.The dynamic height is computed by dividing the NAVD 88
 LA0271.geopotential number by the normal gravity value computed on the
 LA0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0271.degrees latitude (g = 980.6199 gals.).
 LA0271
 LA0271.The modeled gravity was interpolated from observed gravity values.
 LA0271
 LA0271;                    North         East    Units  Estimated Accuracy
 LA0271;SPC OH S     -   248,100.      417,800.      MT  (+/- 180 meters Scaled)
 LA0271
 LA0271                          SUPERSEDED SURVEY CONTROL
 LA0271
 LA0271  NGVD 29 (??/??/92)  306.238  (m)         1004.72   (f) ADJ UNCH    2 0
 LA0271
 LA0271.Superseded values are not recommended for survey control.
 LA0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0271.See file dsdata.txt to determine how the superseded data were derived.
 LA0271
 LA0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK007543(NAD 83)
 LA0271_MARKER: B = BOLT
 LA0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0271_SP_SET: BRIDGE
 LA0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0271
 LA0271  HISTORY     - Date     Condition        Report By
 LA0271  HISTORY     - UNK      MONUMENTED       CNWRR
 LA0271  HISTORY     - 1934     GOOD             NGS
 LA0271
 LA0271                          STATION DESCRIPTION
 LA0271
 LA0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LA0271'AT ANSONIA.
 LA0271'AT ANSONIA, DARKE COUNTY, ON THE CINCINNATI NORTHERN RAILROAD, AT
 LA0271'A BRIDGE OVER A CREEK, IN THE TOP OF THE NORTHEAST CORNER OF THE
 LA0271'CONCRETE BACK WALL, BETWEEN POLES 150/34 AND 150/35, 6.6 FEET
 LA0271'EAST OF THE EAST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 LA0271'AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6084 ***********************************************************************
 AB6084  CBN         -  This is a Cooperative Base Network Control Station.
 AB6084  DESIGNATION -  CNTRL GAR
 AB6084  PID         -  AB6084
 AB6084  STATE/COUNTY-  OH/FRANKLIN
 AB6084  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 AB6084
 AB6084                         *CURRENT SURVEY CONTROL
 AB6084  ___________________________________________________________________
 AB6084* NAD 83(1995)-  39 57 32.44297(N)    083 02 43.58110(W)     ADJUSTED  
 AB6084* NAVD 88     -       217.4    (meters)     713.     (feet)  GPS OBS   
 AB6084  ___________________________________________________________________
 AB6084  X           -     592,790.681 (meters)                     COMP
 AB6084  Y           -  -4,859,751.855 (meters)                     COMP
 AB6084  Z           -   4,074,616.190 (meters)                     COMP
 AB6084  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 AB6084  ELLIP HEIGHT-         183.72  (meters)          (09/23/04) GPS OBS
 AB6084  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 AB6084
 AB6084  HORZ ORDER  -  B
 AB6084  ELLP ORDER  -  FOURTH    CLASS I
 AB6084
 AB6084.This is a reference station for the COLUMBUS
 AB6084.National Continuously Operating Reference Station (COLB).
 AB6084
 AB6084.The horizontal coordinates were established by GPS observations
 AB6084.and adjusted by the National Geodetic Survey in August 1996..
 AB6084
 AB6084.The orthometric height was determined by GPS observations and a
 AB6084.high-resolution geoid model.
 AB6084
 AB6084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6084
 AB6084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6084
 AB6084.The ellipsoidal height was determined by GPS observations
 AB6084.and is referenced to NAD 83.
 AB6084
 AB6084.The geoid height was determined by GEOID03.
 AB6084
 AB6084;                    North         East     Units Scale Factor Converg.
 AB6084;SPC OH S     -   217,622.635   553,395.936   MT  0.99998614   -0 20 45.9
 AB6084;UTM  17      - 4,425,211.267   325,291.000   MT  0.99997578   -1 18 50.4
 AB6084
 AB6084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6084!SPC OH S     -   0.99997118  x   0.99998614  =   0.99995732
 AB6084!UTM  17      -   0.99997118  x   0.99997578  =   0.99994696
 AB6084
 AB6084                          SUPERSEDED SURVEY CONTROL
 AB6084
 AB6084  ELLIP H (08/20/96)  183.72   (m)                       GP(       ) 4 2
 AB6084
 AB6084.Superseded values are not recommended for survey control.
 AB6084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6084.See file dsdata.txt to determine how the superseded data were derived.
 AB6084
 AB6084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2529125211(NAD 83)
 AB6084_MARKER: I = METAL ROD
 AB6084_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6084_STAMPING: CNTRL GAR 1995
 AB6084_MARK LOGO: OHDT  
 AB6084_PROJECTION: FLUSH
 AB6084_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6084+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AB6084_ROD/PIPE-DEPTH: 2.4  meters
 AB6084
 AB6084  HISTORY     - Date     Condition        Report By
 AB6084  HISTORY     - 1995     MONUMENTED       OHDT
 AB6084  HISTORY     - 2003     GOOD             OHDT
 AB6084
 AB6084                          STATION DESCRIPTION
 AB6084
 AB6084'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (JAA)
 AB6084'STATION IS LOCATED AT THE OHIO DEPARTMENT OF TRANSPORTATION (ODOT)
 AB6084'COMPLEX AT 1600-1620 WEST BROAD STREET, NORTHEAST OF THE INTERSECTION
 AB6084'OF WEST BROAD STREET AND I-71 IN COLUMBUS, OHIO.  TO REACH FROM
 AB6084'DOWNTOWN COLUMBUS AT THE INTERSECTION OF BROAD STREET AND HIGH STREET,
 AB6084'GO WEST ON BROAD STREET FOR 2.3 MI (3.7 KM) TO A TRAFFIC LIGHT AT THE
 AB6084'ON RAMP OF I-70 WESTBOUND, TURN RIGHT ONTO ENTRANCE RAMP AND VEER
 AB6084'RIGHT INTO ODOT COMPLEX, CONTINUE NORTH FOR 0.1 MI, (0.2 KM) TURN LEFT
 AB6084'AT FIRST DRIVE, GO 121.9 M (399.9 FT) AND STATION IS ON THE RIGHT JUST
 AB6084'PAST A PAVED WALKWAY TO A HELICOPTER PAD.  THE STATION IS 15.4 M (50.5
 AB6084'FT) NORTH OF THE EDGE OF PAVED DRIVEWAY, 10.1 M (33.1 FT) WEST OF THE
 AB6084'WEST EDGE OF PAVED WALKWAY TO HELIPAD AND 90.8 FT (27.7 M) SOUTH OF
 AB6084'THE SOUTH EDGE OF PAVED HELIPAD.  STATION IS FLUSH WITH GROUND.  THE
 AB6084'ODOT COMPLEX IS NOT LOCKED, AND THE STATION IS ACCESSIBLE AT ALL
 AB6084'TIMES.
 AB6084
 AB6084                          STATION RECOVERY (2003)
 AB6084
 AB6084'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 AB6084'RECOVERED AS DESCRIBED.  NOTE--THIS IS A CORS SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1998 ***********************************************************************
 MB1998  DESIGNATION -  CO 12A
 MB1998  PID         -  MB1998
 MB1998  STATE/COUNTY-  OH/MAHONING
 MB1998  USGS QUAD   -  CAMPBELL (1979)
 MB1998
 MB1998                         *CURRENT SURVEY CONTROL
 MB1998  ___________________________________________________________________
 MB1998* NAD 83(1995)-  41 04 04.85791(N)    080 34 37.40004(W)     ADJUSTED  
 MB1998* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 MB1998  ___________________________________________________________________
 MB1998  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 MB1998  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 MB1998
 MB1998  HORZ ORDER  -  THIRD
 MB1998
 MB1998.The horizontal coordinates were established by classical geodetic methods
 MB1998.and adjusted by the National Geodetic Survey in April 1998..
 MB1998
 MB1998.The orthometric height was scaled from a topographic map.
 MB1998
 MB1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1998
 MB1998.The geoid height was determined by GEOID03.
 MB1998
 MB1998;                    North         East     Units Scale Factor Converg.
 MB1998;SPC OH N     -   157,395.685   761,597.926   MT  0.99993914   +1 15 47.8
 MB1998;SPC PA S     -   196,420.881   362,426.260   MT  1.00001750   -1 50 03.0
 MB1998;SPC PA S     -   644,424.17  1,189,060.15   sFT  1.00001750   -1 50 03.0
 MB1998;UTM  17      - 4,546,393.698   535,533.728   MT  0.99961554   +0 16 40.3
 MB1998
 MB1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1998!SPC OH N     -   0.99995156  x   0.99993914  =   0.99989070
 MB1998!SPC PA S     -   0.99995156  x   1.00001750  =   0.99996906
 MB1998!UTM  17      -   0.99995156  x   0.99961554  =   0.99956712
 MB1998
 MB1998:                Primary Azimuth Mark                     Grid Az
 MB1998:SPC OH N     -  POLAND                                   220 53 27.7
 MB1998:SPC PA S     -  POLAND                                   223 59 18.5
 MB1998:UTM  17      -  POLAND                                   221 52 35.2
 MB1998
 MB1998|---------------------------------------------------------------------|
 MB1998| PID    Reference Object                     Distance      Geod. Az  |
 MB1998|                                                           dddmmss.s |
 MB1998| MB0790 POLAND                              APPROX. 4.9 KM 2220915.5 |
 MB1998|---------------------------------------------------------------------|
 MB1998
 MB1998                          SUPERSEDED SURVEY CONTROL
 MB1998
 MB1998  NAD 83(1986)-  41 04 04.86226(N)    080 34 37.40439(W) AD(       ) 3
 MB1998  NAD 27      -  41 04 04.65100(N)    080 34 38.14400(W) AD(       ) 3
 MB1998
 MB1998.Superseded values are not recommended for survey control.
 MB1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1998.See file dsdata.txt to determine how the superseded data were derived.
 MB1998
 MB1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3553446394(NAD 83)
 MB1998_MARKER: Z = SEE DESCRIPTION
 MB1998_SETTING: 0 = UNSPECIFIED SETTING
 MB1998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1998
 MB1998  HISTORY     - Date     Condition        Report By
 MB1998  HISTORY     - 1950     MONUMENTED       OH-099
 MB1998
 MB1998                          STATION DESCRIPTION
 MB1998
 MB1998'DESCRIBED BY MAHONING COUNTY OHIO 1950
 MB1998'MAHONING COUNTY ENGINEER RESPONSIBLE FOR DATA
 MB1998'
 MB1998'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE CITY OF CAMPBELL,
 MB1998'ON THE CENTERLINE OF
 MB1998'THE STRUTHERS-LIBERTY ROAD, 800 FEET SOUTH OF A POINT WHERE
 MB1998'THE CENTERLINE OF ROBINSON ROAD
 MB1998'MEETS THE CENTERLINE OF THE STRUTHERS-
 MB1998'LIBERTY ROAD.
 MB1998'
 MB1998'STATION MARK IS A STANDARD MAHONING COUNTY ALUMINUM DISK, SET IN THE
 MB1998'TOP OF A PRECAST
 MB1998'CONCRETE MONUMENT, WHICH IS SET IN A CAST IRON WELL, AND
 MB1998'COVERED WITH A CAST IRON COVER
 MB1998'STAMPED WITH A LARGE M.
 MB1998'
 MB1998'STATION MARK IS ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND IS
 MB1998'STAMPED CO 12A.
 MB1998'
 MB1998'THE BELL TELEPHONE ANTENNA IN THE CITY OF CAMPBELL WAS USED AS AN
 MB1998'AZIMUTH IT IS LOCATED
 MB1998'JUST NORTHEAST OF THE INTERSECTION OF HYATT AVENUE AND STRUTHERS
 MB1998'ROAD IN THE NORTHEAST LIMITS OF
 MB1998'CAMPBELL.  THE TOWER IS A THREE LEGGED
 MB1998'STEEL CONSTRUCTION, APPROXIMATELY 110 FEET IN
 MB1998'HEIGHT AND PAINTED RED
 MB1998'AND SILVER IN ALTERNATED SECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1988 ***********************************************************************
 MB1988  DESIGNATION -  CO 18A
 MB1988  PID         -  MB1988
 MB1988  STATE/COUNTY-  OH/MAHONING
 MB1988  USGS QUAD   -  CAMPBELL (1979)
 MB1988
 MB1988                         *CURRENT SURVEY CONTROL
 MB1988  ___________________________________________________________________
 MB1988* NAD 83(1995)-  41 06 13.78481(N)    080 34 07.68570(W)     ADJUSTED  
 MB1988* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 MB1988  ___________________________________________________________________
 MB1988  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 MB1988  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB1988
 MB1988  HORZ ORDER  -  THIRD
 MB1988
 MB1988.The horizontal coordinates were established by classical geodetic methods
 MB1988.and adjusted by the National Geodetic Survey in April 1998..
 MB1988
 MB1988.The orthometric height was scaled from a topographic map.
 MB1988
 MB1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1988
 MB1988.The geoid height was determined by GEOID03.
 MB1988
 MB1988;                    North         East     Units Scale Factor Converg.
 MB1988;SPC OH N     -   161,387.031   762,203.395   MT  0.99993934   +1 16 07.3
 MB1988;SPC PA N     -   107,928.028   363,260.657   MT  0.99997174   -1 51 53.1
 MB1988;SPC PA N     -   354,093.87  1,191,797.67   sFT  0.99997174   -1 51 53.1
 MB1988;SPC PA S     -   200,374.002   363,246.584   MT  1.00002444   -1 49 43.7
 MB1988;SPC PA S     -   657,393.70  1,191,751.50   sFT  1.00002444   -1 49 43.7
 MB1988;UTM  17      - 4,550,372.755   536,207.526   MT  0.99961613   +0 17 00.5
 MB1988
 MB1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1988!SPC OH N     -   0.99995359  x   0.99993934  =   0.99989293
 MB1988!SPC PA N     -   0.99995359  x   0.99997174  =   0.99992533
 MB1988!SPC PA S     -   0.99995359  x   1.00002444  =   0.99997803
 MB1988!UTM  17      -   0.99995359  x   0.99961613  =   0.99956974
 MB1988
 MB1988:                Primary Azimuth Mark                     Grid Az
 MB1988:SPC OH N     -  SHIELDS                                  102 23 37.5
 MB1988:SPC PA N     -  SHIELDS                                  105 31 37.9
 MB1988:SPC PA S     -  SHIELDS                                  105 29 28.5
 MB1988:UTM  17      -  SHIELDS                                  103 22 44.3
 MB1988
 MB1988|---------------------------------------------------------------------|
 MB1988| PID    Reference Object                     Distance      Geod. Az  |
 MB1988|                                                           dddmmss.s |
 MB1988| MB0945 SHIELDS                             APPROX. 2.1 KM 1033944.8 |
 MB1988|---------------------------------------------------------------------|
 MB1988
 MB1988                          SUPERSEDED SURVEY CONTROL
 MB1988
 MB1988  NAD 83(1986)-  41 06 13.78881(N)    080 34 07.68998(W) AD(       ) 3
 MB1988  NAD 27      -  41 06 13.57700(N)    080 34 08.43000(W) AD(       ) 3
 MB1988
 MB1988.Superseded values are not recommended for survey control.
 MB1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1988.See file dsdata.txt to determine how the superseded data were derived.
 MB1988
 MB1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3620850373(NAD 83)
 MB1988_MARKER: Z = SEE DESCRIPTION
 MB1988_SETTING: 0 = UNSPECIFIED SETTING
 MB1988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1988
 MB1988  HISTORY     - Date     Condition        Report By
 MB1988  HISTORY     - 1950     MONUMENTED       OH-099
 MB1988
 MB1988                          STATION DESCRIPTION
 MB1988
 MB1988'DESCRIBED BY MAHONING COUNTY OHIO 1950
 MB1988'MAHONING COUNTY ENGINEER RESPONSIBLE FOR DATA
 MB1988'
 MB1988'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF THE CITY OF
 MB1988'CAMPBELL ON THE LINE THAT
 MB1988'DIVIDES THE CITY OF YOUNGSTOWN AND COITSVILLE TOWNSHIP.  IT IS
 MB1988'LOCATED ON THE CENTERLINE OF
 MB1988'STATE HIGHWAY NO. 616 2100 FEET NORTH OF THE INTERSECTION
 MB1988'OF SAID STATE HIGHWAY AND OAK STREET EXTENSION.
 MB1988'
 MB1988'STATION MARK IS A STANDARD MAHONING COUNTY ALUMINUM DISK, SET IN THE
 MB1988'TIP OF A PRECAST CONCRETE
 MB1988'MONUMENT, WHICH IS SET IN A CAST IRON WELL, AND COVERED WITH
 MB1988'A CAST IRON COVER STAMPED WITH A
 MB1988'LARGE M.
 MB1988'
 MB1988'STATION MARK IS ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND IS
 MB1988'STAMPED CA 18A.
 MB1988'
 MB1988'CO 18 WAS USED AS AN AZIMUTH AND IS LOCATED AT THE INTERSECTION OF
 MB1988'STATE HIGHWAY NO. 616
 MB1988'AND OAK STREET EXTENSION, SAID INTERSECTION IS OF THE CENTERLINE
 MB1988'OF SAID ROADS, AND IS 2100 FEET
 MB1988'SOUTH OF THE STATION MARK.  IT IS
 MB1988'MARKED SIMILAR TO THE STATION MARK, AND IS STAMPED
 MB1988'CO 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0940 ***********************************************************************
 MB0940  DESIGNATION -  CO 21
 MB0940  PID         -  MB0940
 MB0940  STATE/COUNTY-  OH/MAHONING
 MB0940  USGS QUAD   -  SHARON WEST (1994)
 MB0940
 MB0940                         *CURRENT SURVEY CONTROL
 MB0940  ___________________________________________________________________
 MB0940* NAD 83(1986)-  41 07 59.     (N)    080 32 47.     (W)     SCALED    
 MB0940* NAVD 88     -       331.269  (meters)    1086.84   (feet)  ADJUSTED  
 MB0940  ___________________________________________________________________
 MB0940  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MB0940  DYNAMIC HT  -         331.117 (meters)    1086.34  (feet)  COMP
 MB0940  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 MB0940
 MB0940  VERT ORDER  -  SECOND    CLASS 0
 MB0940
 MB0940.The horizontal coordinates were scaled from a topographic map and have
 MB0940.an estimated accuracy of +/- 6 seconds.
 MB0940
 MB0940.The orthometric height was determined by differential leveling
 MB0940.and adjusted by the National Geodetic Survey in June 1991..
 MB0940
 MB0940.The geoid height was determined by GEOID03.
 MB0940
 MB0940.The dynamic height is computed by dividing the NAVD 88
 MB0940.geopotential number by the normal gravity value computed on the
 MB0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0940.degrees latitude (g = 980.6199 gals.).
 MB0940
 MB0940.The modeled gravity was interpolated from observed gravity values.
 MB0940
 MB0940;                    North         East    Units  Estimated Accuracy
 MB0940;SPC OH N     -   164,670.      764,010.      MT  (+/- 180 meters Scaled)
 MB0940
 MB0940                          SUPERSEDED SURVEY CONTROL
 MB0940
 MB0940  NGVD 29 (??/??/92)  331.439  (m)         1087.40   (f) ADJ UNCH    2 0
 MB0940
 MB0940.Superseded values are not recommended for survey control.
 MB0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0940.See file dsdata.txt to determine how the superseded data were derived.
 MB0940
 MB0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF380536(NAD 83)
 MB0940_MARKER: DD = SURVEY DISK
 MB0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0940_STAMPING: CO 21
 MB0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0940+STABILITY: SURFACE MOTION
 MB0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0940+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 MB0940
 MB0940  HISTORY     - Date     Condition        Report By
 MB0940  HISTORY     - UNK      MONUMENTED       OH-099
 MB0940  HISTORY     - 1950     GOOD             NGS
 MB0940  HISTORY     - 20060220 GOOD             GEOCAC
 MB0940
 MB0940                          STATION DESCRIPTION
 MB0940
 MB0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0940'2.6 MI SE FROM HUBBARD.
 MB0940'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 304 AND LIBERTY STREET
 MB0940'FROM THE POST OFFICE AT HUBBARD, THENCE ABOUT 0.2 MILE SOUTH
 MB0940'ALONG CREED AVE, THENCE ABOUT 0.6 MILE SOUTHEAST ALONG A BLACK
 MB0940'TOP ROAD, THENCE 1.3 MILES SOUTH ALONG LOWELLVILLE-HUBBARD
 MB0940'ROAD, AT THE JUNCTION OF LOWELLVILLE-HUBBARD ROAD AND
 MB0940'MAHONING-TRUMBULL COUNTY LINE ROAD AT A POINT WHERE THE
 MB0940'CENTERLINES OF BOTH ROAD MEET.  A MAHONING COUNTY DISK SET IN
 MB0940'THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST IRON
 MB0940'WELL AND COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.
 MB0940'THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
 MB0940'THIS MARK CAN ALSO BE REACHED FROM COITSVILLE BY GOING ABOUT 1.3
 MB0940'MILES EAST ALONG U.S. 422 FROM ITS INTERSECTION WITH STATE
 MB0940'HIGHWAY 616, THENCE ABOUT 3.2 MILES NORTH ALONG THE
 MB0940'LOWELLVILLE-HUBBARD ROAD.
 MB0940
 MB0940                          STATION RECOVERY (2006)
 MB0940
 MB0940'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0942 ***********************************************************************
 MB0942  DESIGNATION -  CO 23
 MB0942  PID         -  MB0942
 MB0942  STATE/COUNTY-  OH/MAHONING
 MB0942  USGS QUAD   -  CAMPBELL (1979)
 MB0942
 MB0942                         *CURRENT SURVEY CONTROL
 MB0942  ___________________________________________________________________
 MB0942* NAD 83(1986)-  41 07 10.     (N)    080 32 56.     (W)     SCALED    
 MB0942* NAVD 88     -       343.113  (meters)    1125.70   (feet)  ADJUSTED  
 MB0942  ___________________________________________________________________
 MB0942  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB0942  DYNAMIC HT  -         342.955 (meters)    1125.18  (feet)  COMP
 MB0942  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 MB0942
 MB0942  VERT ORDER  -  SECOND    CLASS 0
 MB0942
 MB0942.The horizontal coordinates were scaled from a topographic map and have
 MB0942.an estimated accuracy of +/- 6 seconds.
 MB0942
 MB0942.The orthometric height was determined by differential leveling
 MB0942.and adjusted by the National Geodetic Survey in June 1991..
 MB0942
 MB0942.The geoid height was determined by GEOID03.
 MB0942
 MB0942.The dynamic height is computed by dividing the NAVD 88
 MB0942.geopotential number by the normal gravity value computed on the
 MB0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0942.degrees latitude (g = 980.6199 gals.).
 MB0942
 MB0942.The modeled gravity was interpolated from observed gravity values.
 MB0942
 MB0942;                    North         East    Units  Estimated Accuracy
 MB0942;SPC OH N     -   163,160.      763,840.      MT  (+/- 180 meters Scaled)
 MB0942
 MB0942                          SUPERSEDED SURVEY CONTROL
 MB0942
 MB0942  NGVD 29 (??/??/92)  343.282  (m)         1126.25   (f) ADJ UNCH    2 0
 MB0942
 MB0942.Superseded values are not recommended for survey control.
 MB0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0942.See file dsdata.txt to determine how the superseded data were derived.
 MB0942
 MB0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF378521(NAD 83)
 MB0942_MARKER: DD = SURVEY DISK
 MB0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0942_STAMPING: CO 23
 MB0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0942+STABILITY: SURFACE MOTION
 MB0942
 MB0942  HISTORY     - Date     Condition        Report By
 MB0942  HISTORY     - UNK      MONUMENTED       OH-099
 MB0942  HISTORY     - 1950     GOOD             NGS
 MB0942
 MB0942                          STATION DESCRIPTION
 MB0942
 MB0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0942'3.5 MI NE FROM COITSVILLE.
 MB0942'ABOUT 1.3 MILES EAST ALONG U.S. 422 FROM ITS INTERSECTION WITH
 MB0942'STATE HIGHWAY 616, THENCE ABOUT 2.2 MILES NORTH ALONG THE
 MB0942'LOWELLVILLE-HUBBARD ROAD, AT THE INTERSECTION OF THE CENTERLINE
 MB0942'OF MC GUFFEY ROAD AND THE CENTERLINE OF LOWELLVILLE-HUBBARD
 MB0942'ROAD.  A MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST
 MB0942'CONCRETE POST, WHICH IS SET IN A CAST IRON WELL AND COVERED WITH
 MB0942'A CAST IRON COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT
 MB0942'8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0944 ***********************************************************************
 MB0944  DESIGNATION -  CO 24
 MB0944  PID         -  MB0944
 MB0944  STATE/COUNTY-  OH/MAHONING
 MB0944  USGS QUAD   -  CAMPBELL (1979)
 MB0944
 MB0944                         *CURRENT SURVEY CONTROL
 MB0944  ___________________________________________________________________
 MB0944* NAD 83(1986)-  41 06 19.     (N)    080 32 32.     (W)     SCALED    
 MB0944* NAVD 88     -       342.276  (meters)    1122.95   (feet)  ADJUSTED  
 MB0944  ___________________________________________________________________
 MB0944  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0944  DYNAMIC HT  -         342.118 (meters)    1122.43  (feet)  COMP
 MB0944  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 MB0944
 MB0944  VERT ORDER  -  SECOND    CLASS 0
 MB0944
 MB0944.The horizontal coordinates were scaled from a topographic map and have
 MB0944.an estimated accuracy of +/- 6 seconds.
 MB0944
 MB0944.The orthometric height was determined by differential leveling
 MB0944.and adjusted by the National Geodetic Survey in June 1991..
 MB0944
 MB0944.The geoid height was determined by GEOID03.
 MB0944
 MB0944.The dynamic height is computed by dividing the NAVD 88
 MB0944.geopotential number by the normal gravity value computed on the
 MB0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0944.degrees latitude (g = 980.6199 gals.).
 MB0944
 MB0944.The modeled gravity was interpolated from observed gravity values.
 MB0944
 MB0944;                    North         East    Units  Estimated Accuracy
 MB0944;SPC OH N     -   161,600.      764,430.      MT  (+/- 180 meters Scaled)
 MB0944
 MB0944                          SUPERSEDED SURVEY CONTROL
 MB0944
 MB0944  NGVD 29 (??/??/92)  342.446  (m)         1123.51   (f) ADJ UNCH    2 0
 MB0944
 MB0944.Superseded values are not recommended for survey control.
 MB0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0944.See file dsdata.txt to determine how the superseded data were derived.
 MB0944
 MB0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF384505(NAD 83)
 MB0944_MARKER: DD = SURVEY DISK
 MB0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0944_STAMPING: CO 24
 MB0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0944+STABILITY: SURFACE MOTION
 MB0944
 MB0944  HISTORY     - Date     Condition        Report By
 MB0944  HISTORY     - UNK      MONUMENTED       OH-099
 MB0944  HISTORY     - 1950     GOOD             NGS
 MB0944
 MB0944                          STATION DESCRIPTION
 MB0944
 MB0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0944'2.4 MI NE FROM COITSVILLE.
 MB0944'ABOUT 1.3 MILES EAST ALONG U.S. 422 FROM ITS INTERSECTION WITH
 MB0944'STATE HIGHWAY 616, THENCE ABOUT 1.1 MILES NORTH ALONG THE
 MB0944'LOWELLVILLE-HUBBARD ROAD, AT THE INTERSECTION THE CENTERLINE OF
 MB0944'JOHNSON ROAD AND THE CENTERLINE OF THE LOWELLVILLE-HUBBARD
 MB0944'ROAD.  A MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST
 MB0944'CONCRETE POST, WHICH IS SET IN A CAST IRON WELL AND COVERED WITH
 MB0944'A CAST IRON COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8
 MB0944'INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0948 ***********************************************************************
 MB0948  DESIGNATION -  CO 25
 MB0948  PID         -  MB0948
 MB0948  STATE/COUNTY-  OH/MAHONING
 MB0948  USGS QUAD   -  CAMPBELL (1979)
 MB0948
 MB0948                         *CURRENT SURVEY CONTROL
 MB0948  ___________________________________________________________________
 MB0948* NAD 83(1995)-  41 05 52.60163(N)    080 32 38.75381(W)     ADJUSTED  
 MB0948* NAVD 88     -       353.959  (meters)    1161.28   (feet)  ADJUSTED  
 MB0948  ___________________________________________________________________
 MB0948  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 MB0948  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 MB0948  DYNAMIC HT  -         353.795 (meters)    1160.74  (feet)  COMP
 MB0948  MODELED GRAV-     980,151.3   (mgal)                       NAVD 88
 MB0948
 MB0948  HORZ ORDER  -  SECOND
 MB0948  VERT ORDER  -  SECOND    CLASS 0
 MB0948
 MB0948.The horizontal coordinates were established by classical geodetic methods
 MB0948.and adjusted by the National Geodetic Survey in April 1998..
 MB0948
 MB0948.The orthometric height was determined by differential leveling
 MB0948.and adjusted by the National Geodetic Survey in June 1991..
 MB0948
 MB0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0948
 MB0948.The geoid height was determined by GEOID03.
 MB0948
 MB0948.The dynamic height is computed by dividing the NAVD 88
 MB0948.geopotential number by the normal gravity value computed on the
 MB0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0948.degrees latitude (g = 980.6199 gals.).
 MB0948
 MB0948.The modeled gravity was interpolated from observed gravity values.
 MB0948
 MB0948;                    North         East     Units Scale Factor Converg.
 MB0948;SPC OH N     -   160,779.996   764,292.559   MT  0.99993928   +1 17 05.7
 MB0948;SPC PA S     -   199,654.900   365,300.066   MT  1.00002327   -1 48 46.1
 MB0948;SPC PA S     -   655,034.45  1,198,488.63   sFT  1.00002327   -1 48 46.1
 MB0948;UTM  17      - 4,549,730.094   538,285.273   MT  0.99961804   +0 17 58.9
 MB0948
 MB0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0948!SPC OH N     -   0.99994981  x   0.99993928  =   0.99988909
 MB0948!SPC PA S     -   0.99994981  x   1.00002327  =   0.99997308
 MB0948!UTM  17      -   0.99994981  x   0.99961804  =   0.99956787
 MB0948
 MB0948                          SUPERSEDED SURVEY CONTROL
 MB0948
 MB0948  NAD 83(1986)-  41 05 52.60551(N)    080 32 38.75819(W) AD(       ) 2
 MB0948  NAD 27      -  41 05 52.39300(N)    080 32 39.50300(W) AD(       ) 2
 MB0948  NGVD 29 (??/??/92)  354.128  (m)         1161.83   (f) ADJ UNCH    2 0
 MB0948
 MB0948.Superseded values are not recommended for survey control.
 MB0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0948.See file dsdata.txt to determine how the superseded data were derived.
 MB0948
 MB0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3828549730(NAD 83)
 MB0948_MARKER: DD = SURVEY DISK
 MB0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0948_STAMPING: CO 25
 MB0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0948+STABILITY: SURFACE MOTION
 MB0948
 MB0948  HISTORY     - Date     Condition        Report By
 MB0948  HISTORY     - 1950     MONUMENTED       OH-099
 MB0948  HISTORY     - 1950     GOOD             NGS
 MB0948
 MB0948                          STATION DESCRIPTION
 MB0948
 MB0948'DESCRIBED BY MAHONING COUNTY OHIO 1950
 MB0948'MAHONING COUNTY ENGINEER RESPONSIBLE FOR DATA
 MB0948'
 MB0948'STATION IS LOCATED IN COITSVILLE TOWNSHIP, ABOUT 3.0 MILES NORTHEAST
 MB0948'OF THE CITY OF CAMPBELL,
 MB0948'AND ABOUT 6 MILES EAST OF THE CITY OF YOUNGSTOWN.  IT IS
 MB0948'LOCATED ON THE CENTERLINE OF OAK
 MB0948'STREET ROAD WHERE SAID CENTERLINE INTERSECTS
 MB0948'THE CENTERLINE OF LOWELLVILLE-HUBBARD ROAD.
 MB0948'
 MB0948'STATION MARK IS A STANDARD MAHONING COUNTY ALUMINUM DISK, SET IN THE
 MB0948'TOP OF A PRECAST
 MB0948'CONCRETE MONUMENT, WHICH IS SET IN A CAST IRON WELL, AND COVERED
 MB0948'WITH A CAST IRON COVER
 MB0948'STAMPED WITH A LARGE M.
 MB0948'
 MB0948'STATION MARK IS ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND IS
 MB0948'STAMPED CO 25.
 MB0948
 MB0948                          STATION RECOVERY (1950)
 MB0948
 MB0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MB0948'1.9 MI NE FROM COITSVILLE.
 MB0948'ABOUT 1.3 MILES EAST ALONG U.S. 422 FROM ITS INTERSECTION WITH
 MB0948'STATE HIGHWAY 616, THENCE ABOUT 0.6 MILE NORTH ALONG THE
 MB0948'LOWELLVILLE-HUBBARD ROAD, AT THE INTERSECTION OF THE CENTERLINE
 MB0948'OF THE LOWELLVILLE-HUBBARD ROAD AND THE CENTERLINE OF OAK STREET
 MB0948'EXTENSION.  A MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST
 MB0948'CONCRETE POST, WHICH IS SET IN A CAST IRON WELL AND COVERED WITH
 MB0948'A CAST IRON COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8
 MB0948'INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1991 ***********************************************************************
 MB1991  DESIGNATION -  CO 26
 MB1991  PID         -  MB1991
 MB1991  STATE/COUNTY-  OH/MAHONING
 MB1991  USGS QUAD   -  CAMPBELL (1979)
 MB1991
 MB1991                         *CURRENT SURVEY CONTROL
 MB1991  ___________________________________________________________________
 MB1991* NAD 83(1995)-  41 05 26.01821(N)    080 32 38.53922(W)     ADJUSTED  
 MB1991* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 MB1991  ___________________________________________________________________
 MB1991  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 MB1991  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MB1991
 MB1991  HORZ ORDER  -  SECOND
 MB1991
 MB1991.The horizontal coordinates were established by classical geodetic methods
 MB1991.and adjusted by the National Geodetic Survey in April 1998..
 MB1991
 MB1991.The orthometric height was scaled from a topographic map.
 MB1991
 MB1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1991
 MB1991.The geoid height was determined by GEOID03.
 MB1991
 MB1991;                    North         East     Units Scale Factor Converg.
 MB1991;SPC OH N     -   159,960.297   764,315.954   MT  0.99993922   +1 17 05.9
 MB1991;SPC PA S     -   198,835.066   365,279.130   MT  1.00002182   -1 48 45.9
 MB1991;SPC PA S     -   652,344.71  1,198,419.95   sFT  1.00002182   -1 48 45.9
 MB1991;UTM  17      - 4,548,910.378   538,294.567   MT  0.99961805   +0 17 58.9
 MB1991
 MB1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1991!SPC OH N     -   0.99994952  x   0.99993922  =   0.99988874
 MB1991!SPC PA S     -   0.99994952  x   1.00002182  =   0.99997134
 MB1991!UTM  17      -   0.99994952  x   0.99961805  =   0.99956759
 MB1991
 MB1991                          SUPERSEDED SURVEY CONTROL
 MB1991
 MB1991  NAD 83(1986)-  41 05 26.02203(N)    080 32 38.54374(W) AD(       ) 2
 MB1991  NAD 27      -  41 05 25.80800(N)    080 32 39.28900(W) AD(       ) 2
 MB1991
 MB1991.Superseded values are not recommended for survey control.
 MB1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1991.See file dsdata.txt to determine how the superseded data were derived.
 MB1991
 MB1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3829548910(NAD 83)
 MB1991_MARKER: Z = SEE DESCRIPTION
 MB1991_SETTING: 0 = UNSPECIFIED SETTING
 MB1991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1991
 MB1991  HISTORY     - Date     Condition        Report By
 MB1991  HISTORY     - 1950     MONUMENTED       OH-099
 MB1991
 MB1991                          STATION DESCRIPTION
 MB1991
 MB1991'DESCRIBED BY MAHONING COUNTY OHIO 1950
 MB1991'MAHONING COUNTY ENGINEER RESPONSIBLE FOR DATA
 MB1991'
 MB1991'STATION IS LOCATED IN COITSVILLE TOWNSHIP, ABOUT 2.5 MILES NORTHEAST
 MB1991'OF THE CITY OF CAMPBELL,
 MB1991'AND ABOUT 6 MILES EAST OF THE CITY OF YOUNGSTOWN.  IT IS
 MB1991'LOCATED ON THE CENTERLINE OF U.S.
 MB1991'NO. 422 WHERE SAID CENTERLINE INTERSECTS THE
 MB1991'CENTERLINE OF LOWELLVILLE-HUBBARD ROAD.
 MB1991'
 MB1991'STATION MARK IS A 1 INCH PIPE WITH A CAP ON THE TOP, SET IN THE TOP
 MB1991'OF A PRECAST CONCRETE
 MB1991'MONUMENT, WHICH IS SET IN A CAST IRON WELL, AND COVERED
 MB1991'WITH A CAST IRON COVER.
 MB1991'
 MB1991'STATION MARK IS ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND IS
 MB1991'STAMPED CO 26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0950 ***********************************************************************
 MB0950  DESIGNATION -  CO 27
 MB0950  PID         -  MB0950
 MB0950  STATE/COUNTY-  OH/MAHONING
 MB0950  USGS QUAD   -  CAMPBELL (1979)
 MB0950
 MB0950                         *CURRENT SURVEY CONTROL
 MB0950  ___________________________________________________________________
 MB0950* NAD 83(1986)-  41 04 45.     (N)    080 32 37.     (W)     SCALED    
 MB0950* NAVD 88     -       341.123  (meters)    1119.17   (feet)  ADJUSTED  
 MB0950  ___________________________________________________________________
 MB0950  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MB0950  DYNAMIC HT  -         340.965 (meters)    1118.65  (feet)  COMP
 MB0950  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 MB0950
 MB0950  VERT ORDER  -  SECOND    CLASS 0
 MB0950
 MB0950.The horizontal coordinates were scaled from a topographic map and have
 MB0950.an estimated accuracy of +/- 6 seconds.
 MB0950
 MB0950.The orthometric height was determined by differential leveling
 MB0950.and adjusted by the National Geodetic Survey in June 1991..
 MB0950
 MB0950.The geoid height was determined by GEOID03.
 MB0950
 MB0950.The dynamic height is computed by dividing the NAVD 88
 MB0950.geopotential number by the normal gravity value computed on the
 MB0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0950.degrees latitude (g = 980.6199 gals.).
 MB0950
 MB0950.The modeled gravity was interpolated from observed gravity values.
 MB0950
 MB0950;                    North         East    Units  Estimated Accuracy
 MB0950;SPC OH N     -   158,700.      764,380.      MT  (+/- 180 meters Scaled)
 MB0950
 MB0950                          SUPERSEDED SURVEY CONTROL
 MB0950
 MB0950  NGVD 29 (??/??/92)  341.294  (m)         1119.73   (f) ADJ UNCH    2 0
 MB0950
 MB0950.Superseded values are not recommended for survey control.
 MB0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0950.See file dsdata.txt to determine how the superseded data were derived.
 MB0950
 MB0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF383476(NAD 83)
 MB0950_MARKER: DD = SURVEY DISK
 MB0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0950_STAMPING: CO 27
 MB0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0950+STABILITY: SURFACE MOTION
 MB0950
 MB0950  HISTORY     - Date     Condition        Report By
 MB0950  HISTORY     - UNK      MONUMENTED       OH-099
 MB0950  HISTORY     - 1950     GOOD             NGS
 MB0950
 MB0950                          STATION DESCRIPTION
 MB0950
 MB0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0950'2.1 MI SE FROM COITSVILLE.
 MB0950'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 422 FROM ITS
 MB0950'INTERSECTION WITH STATE HIGHWAY 616, THENCE ABOUT 0.8 MILE SOUTH
 MB0950'ALONG THE LOWELLVILLE-HUBBARD ROAD, AT THE JUNCTION OF THE
 MB0950'CENTERLINE OF COPPER ROAD AND THE CENTERLINE OF THE
 MB0950'LOWELLVILLE-HUBBARD ROAD.  A MAHONING COUNTY DISK SET IN THE
 MB0950'TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST IRON WELL
 MB0950'AND COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.  THE
 MB0950'MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0952 ***********************************************************************
 MB0952  DESIGNATION -  CO 32
 MB0952  PID         -  MB0952
 MB0952  STATE/COUNTY-  OH/MAHONING
 MB0952  USGS QUAD   -  CAMPBELL (1979)
 MB0952
 MB0952                         *CURRENT SURVEY CONTROL
 MB0952  ___________________________________________________________________
 MB0952* NAD 83(1995)-  41 03 49.42354(N)    080 32 36.80215(W)     ADJUSTED  
 MB0952* NAVD 88     -       347.285  (meters)    1139.38   (feet)  ADJUSTED  
 MB0952  ___________________________________________________________________
 MB0952  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MB0952  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 MB0952  DYNAMIC HT  -         347.125 (meters)    1138.86  (feet)  COMP
 MB0952  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 MB0952
 MB0952  HORZ ORDER  -  THIRD
 MB0952  VERT ORDER  -  SECOND    CLASS 0
 MB0952
 MB0952.The horizontal coordinates were established by classical geodetic methods
 MB0952.and adjusted by the National Geodetic Survey in April 1998..
 MB0952
 MB0952.The orthometric height was determined by differential leveling
 MB0952.and adjusted by the National Geodetic Survey in June 1991..
 MB0952
 MB0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0952
 MB0952.The geoid height was determined by GEOID03.
 MB0952
 MB0952.The dynamic height is computed by dividing the NAVD 88
 MB0952.geopotential number by the normal gravity value computed on the
 MB0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0952.degrees latitude (g = 980.6199 gals.).
 MB0952
 MB0952.The modeled gravity was interpolated from observed gravity values.
 MB0952
 MB0952;                    North         East     Units Scale Factor Converg.
 MB0952;SPC OH N     -   156,982.315   764,423.318   MT  0.99993914   +1 17 07.0
 MB0952;SPC PA S     -   195,855.395   365,225.405   MT  1.00001670   -1 48 44.8
 MB0952;SPC PA S     -   642,568.91  1,198,243.68   sFT  1.00001670   -1 48 44.8
 MB0952;UTM  17      - 4,545,931.947   538,350.684   MT  0.99961810   +0 17 59.4
 MB0952
 MB0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0952!SPC OH N     -   0.99995086  x   0.99993914  =   0.99989001
 MB0952!SPC PA S     -   0.99995086  x   1.00001670  =   0.99996756
 MB0952!UTM  17      -   0.99995086  x   0.99961810  =   0.99956898
 MB0952
 MB0952:                Primary Azimuth Mark                     Grid Az
 MB0952:SPC OH N     -  LOWELL                                   125 57 15.7
 MB0952:SPC PA S     -  LOWELL                                   129 03 07.5
 MB0952:UTM  17      -  LOWELL                                   126 56 23.3
 MB0952
 MB0952|---------------------------------------------------------------------|
 MB0952| PID    Reference Object                     Distance      Geod. Az  |
 MB0952|                                                           dddmmss.s |
 MB0952| MB1992 LOWELL                              APPROX. 3.5 KM 1271422.7 |
 MB0952|---------------------------------------------------------------------|
 MB0952
 MB0952                          SUPERSEDED SURVEY CONTROL
 MB0952
 MB0952  NAD 83(1986)-  41 03 49.42769(N)    080 32 36.80701(W) AD(       ) 3
 MB0952  NAD 27      -  41 03 49.21300(N)    080 32 37.55000(W) AD(       ) 3
 MB0952  NGVD 29 (??/??/92)  347.457  (m)         1139.95   (f) ADJ UNCH    2 0
 MB0952
 MB0952.Superseded values are not recommended for survey control.
 MB0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0952.See file dsdata.txt to determine how the superseded data were derived.
 MB0952
 MB0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3835145932(NAD 83)
 MB0952_MARKER: DD = SURVEY DISK
 MB0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0952_STAMPING: CO 32
 MB0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0952+STABILITY: SURFACE MOTION
 MB0952
 MB0952  HISTORY     - Date     Condition        Report By
 MB0952  HISTORY     - 1950     MONUMENTED       OH-099
 MB0952  HISTORY     - 1950     GOOD             NGS
 MB0952
 MB0952                          STATION DESCRIPTION
 MB0952
 MB0952'DESCRIBED BY MAHONING COUNTY OHIO 1950
 MB0952'MAHONING COUNTY ENGINEER RESPONSIBLE FOR DATA
 MB0952'
 MB0952'STATION IS LOCATED IN COITSVILLE TOWNSHIP ABOUT TWO AND ONE-HALF (2
 MB0952'1/2) MILES EAST OF THE CITY
 MB0952'OF CAMPBELL AND ONE AND ONE-HALF (1 1/2) MILES NORTH OF THE
 MB0952'VILLAGE OF LOWELLVILLE.  IT IS
 MB0952'LOCATED ON THE CENTERLINE OF THE LOWELLVILLE-
 MB0952'HUBBARD ROAD, ONE AND NINE TENTHS (1.9) MILES
 MB0952'SOUTH OF THE INTERSECTION OF
 MB0952'SAID LOWELLVILLE-HUBBARD ROAD WITH SR NO. 422, AND SEVEN TENTHS
 MB0952'(0.7) OF A MILE NORTH OF THE
 MB0952'INTERSECTION OF SAID LOWELLVILLE-HUBBARD ROAD WITH THE STRUTHERS-
 MB0952'NEW CASTLE ROAD.
 MB0952'
 MB0952'STATION MARK IS A STANDARD MAHONING COUNTY ALUMINUM DISK, SET IN THE
 MB0952'TOP OF A PRECAST
 MB0952'CONCRETE MONUMENT, WHICH IS SET IN A CAST IRON WELL, AND COVERED
 MB0952'WITH A CAST IRON COVER
 MB0952'STAMPED WITH A LARGE M.
 MB0952'
 MB0952'STATION MARK IS ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND IS
 MB0952'STAMPED CO - 32.
 MB0952'
 MB0952'PO - 52 WAS USED AS AN AZIMUTH AND IS LOCATED ON THE CENTERLINE OF
 MB0952'THE LOWELLVILLE- HUBBARD ROAD AT
 MB0952'ITS INTERSECTION WITH THE STRUTHERS-NEW CASTLE ROAD
 MB0952'WHICH IS ABOUT SEVEN TENTHS (0.7)
 MB0952'OF A MILE SOUTH OF THE STATION MARK.  IT
 MB0952'IS MARKED SIMILAR TO THE STATION MARK, AND IS
 MB0952'STAMPED PO - 52.
 MB0952
 MB0952                          STATION RECOVERY (1950)
 MB0952
 MB0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MB0952'3.2 MI SE FROM COITSVILLE.
 MB0952'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 422 FROM ITS
 MB0952'INTERSECTION WITH STATE HIGHWAY 616, THENCE ABOUT 1.9 MILES
 MB0952'SOUTH ALONG THE LOWELLVILLE-HUBBARD ROAD, AT THE JUNCTION OF THE
 MB0952'CENTERLINE OF THE LOWELLVILLE-HUBBARD ROAD THE CENTERLINE OF
 MB0952'HOUSTON ROAD.  A MAHONING COUNTY DISK SET IN THE TOP OF A
 MB0952'PRECAST CONCRETE POST, WHICH IS SET IN A CAST IRON WELL AND
 MB0952'COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.  THE MARK
 MB0952'IS ABOUT 8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0961 ***********************************************************************
 MB0961  DESIGNATION -  CO 9
 MB0961  PID         -  MB0961
 MB0961  STATE/COUNTY-  OH/MAHONING
 MB0961  USGS QUAD   -  CAMPBELL (1979)
 MB0961
 MB0961                         *CURRENT SURVEY CONTROL
 MB0961  ___________________________________________________________________
 MB0961* NAD 83(1986)-  41 05 25.     (N)    080 35 06.     (W)     SCALED    
 MB0961* NAVD 88     -       349.639  (meters)    1147.11   (feet)  ADJUSTED  
 MB0961  ___________________________________________________________________
 MB0961  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MB0961  DYNAMIC HT  -         349.478 (meters)    1146.58  (feet)  COMP
 MB0961  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 MB0961
 MB0961  VERT ORDER  -  SECOND    CLASS 0
 MB0961
 MB0961.The horizontal coordinates were scaled from a topographic map and have
 MB0961.an estimated accuracy of +/- 6 seconds.
 MB0961
 MB0961.The orthometric height was determined by differential leveling
 MB0961.and adjusted by the National Geodetic Survey in June 1991..
 MB0961
 MB0961.The geoid height was determined by GEOID03.
 MB0961
 MB0961.The dynamic height is computed by dividing the NAVD 88
 MB0961.geopotential number by the normal gravity value computed on the
 MB0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0961.degrees latitude (g = 980.6199 gals.).
 MB0961
 MB0961.The modeled gravity was interpolated from observed gravity values.
 MB0961
 MB0961;                    North         East    Units  Estimated Accuracy
 MB0961;SPC OH N     -   159,850.      760,880.      MT  (+/- 180 meters Scaled)
 MB0961
 MB0961                          SUPERSEDED SURVEY CONTROL
 MB0961
 MB0961  NGVD 29 (??/??/92)  349.813  (m)         1147.68   (f) ADJ UNCH    2 0
 MB0961
 MB0961.Superseded values are not recommended for survey control.
 MB0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0961.See file dsdata.txt to determine how the superseded data were derived.
 MB0961
 MB0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF348488(NAD 83)
 MB0961_MARKER: DD = SURVEY DISK
 MB0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0961_STAMPING: CO 9
 MB0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0961+STABILITY: SURFACE MOTION
 MB0961
 MB0961  HISTORY     - Date     Condition        Report By
 MB0961  HISTORY     - UNK      MONUMENTED       OH-099
 MB0961  HISTORY     - 1950     GOOD             NGS
 MB0961
 MB0961                          STATION DESCRIPTION
 MB0961
 MB0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0961'0.8 MI W FROM COITSVILLE.
 MB0961'ABOUT 0.86 MILE WEST ALONG U.S. HIGHWAY 422 FROM ITS INTERSECTION
 MB0961'WITH STATE HIGHWAY 616, AT THE JUNCTION OF THE CENTERLINE OF
 MB0961'COITSVILLE ROAD AND THE CENTERLINE OF U.S. HIGHWAY 422.  A
 MB0961'MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST CONCRETE POST,
 MB0961'WHICH IS SET IN A CAST IRON WELL AND COVERED WITH A CAST IRON
 MB0961'COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW
 MB0961'THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2979 ***********************************************************************
 JZ2979  DESIGNATION -  COBLENTZ
 JZ2979  PID         -  JZ2979
 JZ2979  STATE/COUNTY-  OH/MONTGOMERY
 JZ2979  USGS QUAD   -  MIDDLETOWN (1981)
 JZ2979
 JZ2979                         *CURRENT SURVEY CONTROL
 JZ2979  ___________________________________________________________________
 JZ2979* NAD 83(1995)-  39 36 29.50063(N)    084 28 13.07412(W)     ADJUSTED  
 JZ2979* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 JZ2979  ___________________________________________________________________
 JZ2979  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 JZ2979  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ2979
 JZ2979  HORZ ORDER  -  FIRST
 JZ2979
 JZ2979.The horizontal coordinates were established by classical geodetic methods
 JZ2979.and adjusted by the National Geodetic Survey in May 1999..
 JZ2979
 JZ2979.The orthometric height was scaled from a topographic map.
 JZ2979
 JZ2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2979
 JZ2979.The geoid height was determined by GEOID03.
 JZ2979
 JZ2979;                    North         East     Units Scale Factor Converg.
 JZ2979;SPC OH S     -   180,377.849   430,813.940   MT  0.99994352   -1 15 00.7
 JZ2979;UTM  16      - 4,387,329.789   717,176.996   MT  1.00018073   +1 36 48.2
 JZ2979
 JZ2979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2979!SPC OH S     -   0.99995600  x   0.99994352  =   0.99989953
 JZ2979!UTM  16      -   0.99995600  x   1.00018073  =   1.00013673
 JZ2979
 JZ2979:                Primary Azimuth Mark                     Grid Az
 JZ2979:SPC OH S     -  COBLENTZ AZ MK                           014 02 07.8
 JZ2979:UTM  16      -  COBLENTZ AZ MK                           011 10 18.9
 JZ2979
 JZ2979|---------------------------------------------------------------------|
 JZ2979| PID    Reference Object                     Distance      Geod. Az  |
 JZ2979|                                                           dddmmss.s |
 JZ2979| CC8464 COBLENTZ AZ MK                                     0124707.1 |
 JZ2979| CC8465 COBLENTZ RM 1                        36.094 METERS 02648     |
 JZ2979| CC8466 COBLENTZ RM 2                        68.105 METERS 31031     |
 JZ2979|---------------------------------------------------------------------|
 JZ2979
 JZ2979                          SUPERSEDED SURVEY CONTROL
 JZ2979
 JZ2979  NAD 83(1995)-  39 36 29.50098(N)    084 28 13.07447(W) AD(       ) 1
 JZ2979  NAD 83(1986)-  39 36 29.50844(N)    084 28 13.08318(W) AD(       ) 1
 JZ2979  NAD 27      -  39 36 29.30900(N)    084 28 13.27700(W) AD(       ) 1
 JZ2979
 JZ2979.Superseded values are not recommended for survey control.
 JZ2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2979.See file dsdata.txt to determine how the superseded data were derived.
 JZ2979
 JZ2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1717787330(NAD 83)
 JZ2979_MARKER: DS = TRIANGULATION STATION DISK
 JZ2979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2979
 JZ2979  HISTORY     - Date     Condition        Report By
 JZ2979  HISTORY     - 1938     MONUMENTED       CGS
 JZ2979
 JZ2979                          STATION DESCRIPTION
 JZ2979
 JZ2979'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ2979'STATION IS ABOUT 6.6 MILES BY ROAD SE OF GRATIS, 7.0 MILES W OF
 JZ2979'GERMANTOWN, ON HIGHEST POINT OF PASTURE OWNED BY F.L.  COBLENTZ.
 JZ2979'STATION IS ABOUT 0.1 MILE W OF GRAVEL ROAD, 132 FEET S OF FENCE LINE,
 JZ2979'ABOUT 150 YARDS SE OF HOUSE, IS STAMPED COBLENTZ 1938, AND IS 1 FOOT
 JZ2979'BELOW THE GROUND.
 JZ2979'
 JZ2979'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JZ2979'BRONZE DISKS IN CONCRETE.
 JZ2979'
 JZ2979'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 20-1/2 FEET S OF THE
 JZ2979'FENCE LINE, 15 FEET N OF THE CENTER LINE OF THE ROAD LEADING TO
 JZ2979'THE HOUSE, IS STAMPED COBLENTZ NO 1 1938, AND PROTRUDES 3 INCHES.
 JZ2979'REFERENCE MARK NO. 2 IS NW OF THE STATION, TOWARD THE HOUSE, 1 FOOT S
 JZ2979'OF FENCE LINE AND 36 FEET N OF ROAD LEADING TO THE HOUSE, IS STAMPED
 JZ2979'COBLENTZ NO 2 1938, AND PROTRUDES SLIGHTLY.
 JZ2979'
 JZ2979'AZIMUTH MARK IS N BY E OF THE STATION ON A SMALL KNOLL ON THE E SIDE
 JZ2979'OF THE DIRT ROAD, 20 FEET E OF THE CENTER LINE OF THE ROAD, 1 FOOT
 JZ2979'E OF WIRE FENCE, ABOUT 200 YARDS S OF LARGE TWO-STORY WHITE HOUSE, IS
 JZ2979'STAMPED COBLENTZ 1938, AND PROTRUDES 3 INCHES.
 JZ2979'
 JZ2979'TO REACH THE STATION FROM THE JUNCTION OF OHIO 48 AND 725 IN
 JZ2979'GERMANTOWN, GO W ON 725 FOR 4.6 MILES TO MACADAM CROSS ROAD,
 JZ2979'TURN L OR S (MACADAM BECOMES GRAVEL IN ABOUT 60 YARDS) FOLLOW ROAD
 JZ2979'FOR 0.5 MILE TO T LEFT, GO STRAIGHT AHEAD OR W FOR 0.7 MILE TO T
 JZ2979'LEFT WITH BRICK SCHOOL (DISTRICT 1) ON THE R, TURN L AND GO 0.7 MILE
 JZ2979'TO AZIMUTH ON THE L, CONTINUE S FOR 0.4 MILE TO GATE ON R AND ROAD
 JZ2979'LEADING TO HOUSE AND STATION SITE, GO THROUGH GATE AND FOLLOW ROAD
 JZ2979'FOR 0.1 MILE TO STATION ON KNOLL ON THE L.
 JZ2979'
 JZ2979'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2251 ***********************************************************************
 LA2251  CBN         -  This is a Cooperative Base Network Control Station.
 LA2251  DESIGNATION -  CODDINGTON
 LA2251  PID         -  LA2251
 LA2251  STATE/COUNTY-  OH/MIAMI
 LA2251  USGS QUAD   -  FLETCHER (1984)
 LA2251
 LA2251                         *CURRENT SURVEY CONTROL
 LA2251  ___________________________________________________________________
 LA2251* NAD 83(1995)-  40 09 21.72522(N)    084 02 39.90820(W)     ADJUSTED  
 LA2251* NAVD 88     -       347.8    (meters)    1141.     (feet)  GPS OBS   
 LA2251  ___________________________________________________________________
 LA2251  X           -     506,522.299 (meters)                     COMP
 LA2251  Y           -  -4,855,444.579 (meters)                     COMP
 LA2251  Z           -   4,091,445.402 (meters)                     COMP
 LA2251  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LA2251  ELLIP HEIGHT-         314.65  (meters)          (03/08/05) GPS OBS
 LA2251  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LA2251
 LA2251  HORZ ORDER  -  B
 LA2251  ELLP ORDER  -  FOURTH    CLASS II
 LA2251
 LA2251.The horizontal coordinates were established by GPS observations
 LA2251.and adjusted by the National Geodetic Survey in August 1996..
 LA2251
 LA2251.The orthometric height was determined by GPS observations and a
 LA2251.high-resolution geoid model.
 LA2251
 LA2251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2251
 LA2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2251
 LA2251.The ellipsoidal height was determined by GPS observations
 LA2251.and is referenced to NAD 83.
 LA2251
 LA2251.The geoid height was determined by GEOID03.
 LA2251
 LA2251;                    North         East     Units Scale Factor Converg.
 LA2251;SPC OH S     -   240,483.851   468,419.704   MT  1.00002658   -0 58 47.9
 LA2251;SPC OH N     -    55,508.889   468,415.154   MT  1.00006467   -1 00 52.6
 LA2251;UTM  16      - 4,449,264.794   751,731.336   MT  1.00038015   +1 54 25.1
 LA2251;UTM  17      - 4,449,520.554   240,701.014   MT  1.00042777   -1 57 51.7
 LA2251
 LA2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2251!SPC OH S     -   0.99995064  x   1.00002658  =   0.99997722
 LA2251!SPC OH N     -   0.99995064  x   1.00006467  =   1.00001531
 LA2251!UTM  16      -   0.99995064  x   1.00038015  =   1.00033077
 LA2251!UTM  17      -   0.99995064  x   1.00042777  =   1.00037839
 LA2251
 LA2251:                Primary Azimuth Mark                     Grid Az
 LA2251:SPC OH S     -  CODDINGTON AZ MK                         003 49 38.0
 LA2251:SPC OH N     -  CODDINGTON AZ MK                         003 51 42.7
 LA2251:UTM  16      -  CODDINGTON AZ MK                         000 56 25.0
 LA2251:UTM  17      -  CODDINGTON AZ MK                         004 48 41.8
 LA2251
 LA2251|---------------------------------------------------------------------|
 LA2251| PID    Reference Object                     Distance      Geod. Az  |
 LA2251|                                                           dddmmss.s |
 LA2251| CF3021 CODDINGTON AZ MK                                   0025050.1 |
 LA2251| KZ2086 ST PARIS ME CHURCH SPIRE            APPROX. 7.8 KM 1145401.7 |
 LA2251| KZ2084 ST PARIS MUNICIPAL TANK             APPROX. 8.0 KM 1153851.9 |
 LA2251| CF3022 CODDINGTON RM 1                      30.812 METERS 12906     |
 LA2251| LA2261 SHROYER                             APPROX.10.2 KM 2740502.6 |
 LA2251| CF3023 CODDINGTON RM 2                      50.844 METERS 35821     |
 LA2251|---------------------------------------------------------------------|
 LA2251
 LA2251                          SUPERSEDED SURVEY CONTROL
 LA2251
 LA2251  ELLIP H (08/20/96)  314.68   (m)                       GP(       ) 4 2
 LA2251  NAD 83(1986)-  40 09 21.73166(N)    084 02 39.91878(W) AD(       ) 1
 LA2251  NAD 27      -  40 09 21.54100(N)    084 02 40.14600(W) AD(       ) 1
 LA2251
 LA2251.Superseded values are not recommended for survey control.
 LA2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2251.See file dsdata.txt to determine how the superseded data were derived.
 LA2251
 LA2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK5173149265(NAD 83)
 LA2251_MARKER: DS = TRIANGULATION STATION DISK
 LA2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2251_SP_SET: CONCRETE POST
 LA2251_STAMPING: CODDINGTON 1933
 LA2251_MARK LOGO: CGS   
 LA2251_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2251+STABILITY: SURFACE MOTION
 LA2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2251+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1995
 LA2251
 LA2251  HISTORY     - Date     Condition        Report By
 LA2251  HISTORY     - 1933     MONUMENTED       CGS
 LA2251  HISTORY     - 1933     GOOD             CGS
 LA2251  HISTORY     - 1935     GOOD             CGS
 LA2251  HISTORY     - 1968     GOOD             CGS
 LA2251  HISTORY     - 19930728 GOOD             HOBBS
 LA2251  HISTORY     - 19951215 GOOD             OHDT
 LA2251
 LA2251                          STATION DESCRIPTION
 LA2251
 LA2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 LA2251'IS IN MIAMI COUNTY, ON PROPERTY OWNED BY J.H. CODDINGTON, 0.75 MILE
 LA2251'NORTHWEST OF LENA, ABOUT 16 MILES
 LA2251'WEST AND 1 MILE NORTH OF URBANA, IN THE SOUTHWEST
 LA2251'CORNER OF A PASTURE, 35 FEET EAST
 LA2251'OF MAIN ROAD, 78 FEET NORTH OF
 LA2251'LANE, 45 FEET SOUTH OF 3-INCH OAK TREE, 386 FEET
 LA2251'SOUTH-OF SOUTHWEST
 LA2251'CORNER OF THE CODDINGTON HOME, AND SURFACE MARK IS 1 INCH BELOW
 LA2251'THE SURFACE OF THE GROUND.
 LA2251'
 LA2251'TO REACH FROM URBANA, GO WEST ON U.S. HIGHWAY 36 TO LENA,
 LA2251'THENCE 0.7 MILE TO
 LA2251'LENA-CONOVER SCHOOLHOUSE, TURN RIGHT ON GRAVEL
 LA2251'ROAD, AND STATION IS 1 MILE NORTH AS DESCRIBED.
 LA2251'
 LA2251'REFERENCE MARK NO. 1 IS 101.09 FEET SOUTHEAST OF THE STATION,
 LA2251'18 FEET NORTH OF
 LA2251'CENTER OF LANE, 115 FEET EAST OF CENTER OF MAIN
 LA2251'ROAD, ON THE FENCE LINE, AND
 LA2251'PROJECTS 6 INCHES.  REFERENCE MARK
 LA2251'NO. 2 IS 166.81 FEET NORTH OF STATION, 15 FEET
 LA2251'EAST OF CENTER LINE
 LA2251'OF MAIN ROAD, ON FENCE LINE, AND PROJECTS 10 INCHES.
 LA2251'
 LA2251'AZIMUTH MARK IS APPROXIMATELY 400 FEET NORTH OF STATION, ON
 LA2251'THE FRONT LAWN OF
 LA2251'THE CODDINGTON HOME, 24 FEET EAST OF CENTER OF
 LA2251'MAIN ROAD, 20 FEET WEST OF CENTER OF
 LA2251'FRONT PORCH, 2 FEET SOUTH OF
 LA2251'SIDEWALK, AND PROJECTS 1 INCH.
 LA2251
 LA2251                          STATION RECOVERY (1933)
 LA2251
 LA2251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 LA2251'RECOVERED IN GOOD CONDITION.
 LA2251
 LA2251                          STATION RECOVERY (1935)
 LA2251
 LA2251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 LA2251'STATION MARK RECOVERED AS DESCRIBED, NO CHANGE IN OWNERSHIP OF
 LA2251'PROPERTY.  STATION IS
 LA2251'IN THE SOUTHWEST CORNER OF A WOODED PASTURE ABOUT
 LA2251'130 PACES SOUTH OF THE
 LA2251'CODDINGTON HOUSE.
 LA2251
 LA2251                          STATION RECOVERY (1968)
 LA2251
 LA2251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LA2251'THE STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 LA2251'HOUSE, OWNED AND OCCUPIED BY MR. LEWIS ROEMISCH, HAS BEEN BUILT JUST
 LA2251'NORTHEAST OF THE STATION.
 LA2251'
 LA2251'TO REACH FROM LENA, AT THE MAIN INTERSECTION ON U.S. HIGHWAY 36 AND
 LA2251'JUST NORTH OF A CONCRETE BRIDGE, GO WEST ON U.S. 36 FOR 0.7 MILE TO
 LA2251'CROSSROADS AT A LARGE SCHOOL IN THE NORTHEAST ANGLE, TURN RIGHT AND
 LA2251'GO NORTH FOR 1.0 MILE TO CROSSROADS AND STATION IN NORTHEAST
 LA2251'ANGLE.
 LA2251'
 LA2251'THE STATION MARK IS 60.7 FEET NORTH-NORTHEAST OF A STEEL POST AT THE
 LA2251'SOUTHWEST CORNER OF THE YARD, 34.7 FEET WEST-SOUTHWEST OF THE
 LA2251'SOUTHWEST CORNER OF THE CONCRETE PORCH AND IS 0.8 FOOT BELOW THE
 LA2251'SURFACE OF THE GROUND.
 LA2251'
 LA2251'R.M. NO. 1 IS SOUTHEAST OF THE STATION AND IS IN THE CENTER OF THE
 LA2251'DRIVEWAY LEADING TO THE HOUSE.  THE MARK IS FLUSH WITH THE DRIVE.
 LA2251'
 LA2251'R.M. NO. 2 IS NORTH-NORTHWEST OF THE STATION AND IS BETWEEN THE ROAD
 LA2251'AND A PRIVATE ROAD.
 LA2251'
 LA2251'THE AZIMUTH MARK IS AS DESCRIBED IN FRONT YARD OF A FARMHOUSE.
 LA2251'
 LA2251'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 LA2251'NORTHWEST OF LENA.
 LA2251
 LA2251                          STATION RECOVERY (1993)
 LA2251
 LA2251'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1993
 LA2251'RECOVERED IN GOOD CONDITION.
 LA2251
 LA2251                          STATION RECOVERY (1995)
 LA2251
 LA2251'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CMS)
 LA2251'THE STATION IS IN MIAMI COUNTY, ON PROPERTY OWNED BY ROGER AND BETTY
 LA2251'ROEMISCH, 1.6 KM (1.00 MI) NORTHWEST OF LENA, ABOUT 25.7 KM (15.95 MI)
 LA2251'WEST AND 1.6 KM (1.00 MI) NORTH OF URBANA, IN THE SOUTHWEST CORNER OF
 LA2251'A YARD, 10.7 M (35.1 FT) EAST OF LENA-PALESTINE ROAD, 23.8 M (78.1 FT)
 LA2251'NORTH OF SNYDER ROAD.  THE STATION IS 0.3 M (1.0 FT) DEEP, AND A 152
 LA2251'MM PVC WITH ALUMINUM COVER WAS SET AND STAMPED --CODD--.  TO REACH
 LA2251'FROM URBANA, GO WEST ON US 36 TO LENA, THENCE 1.1 KM (0.70 MI) TO
 LA2251'LENA-CONOVER SCHOOLHOUSE, TURN RIGHT ON GRAVEL ROAD, AND STATION IS
 LA2251'1.6 KM (1.00 MI) NORTH AS DESCRIBED. REFERENCE MARK NO 1 IS 30.81 M
 LA2251'(101.08 FT) SOUTHEAST OF THE STATION, 5.5 M (18.0 FT) NORTH OF THE
 LA2251'CENTER OF LANE, 35.1 M (115.2 FT) EAST OF CENTER OF MAIN ROAD, ON THE
 LA2251'FENCE LINE, AND PROJECTS 15 CM. REFERENCE MARK NO 2 IS 50.84 M (166.80
 LA2251'FT) NORTH OF STATION, 4.6 M (15.1 FT) EAST OF CENTER LINE OF MAIN
 LA2251'ROAD, ON FENCE LINE, AND PROJECTS 25 CM.  AZIMUTH MARK IS
 LA2251'APPROXIMATELY 121.9 M (399.9 FT) NORTH OF STATION, ON THE FRONT LAWN
 LA2251'OF THE CODDINGTON HOME, 7.3 M (24.0 FT) EAST OF CENTER OF MAIN ROAD,
 LA2251'6.1 M (20.0 FT) WEST OF CENTER OF FRONT PORCH, 0.6 M (2.0 FT) SOUTH OF
 LA2251'SIDEWALK, AND PROJECTS 2.5 CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7176 ***********************************************************************
 DG7176  CBN         -  This is a Cooperative Base Network Control Station.
 DG7176  DESIGNATION -  COE2
 DG7176  PID         -  DG7176
 DG7176  STATE/COUNTY-  OH/CARROLL
 DG7176  USGS QUAD   -  WAYNESBURG (1994)
 DG7176
 DG7176                         *CURRENT SURVEY CONTROL
 DG7176  ___________________________________________________________________
 DG7176* NAD 83(1995)-  40 38 53.58489(N)    081 17 54.97683(W)     ADJUSTED  
 DG7176* NAVD 88     -       297.5    (meters)     976.     (feet)  GPS OBS   
 DG7176  ___________________________________________________________________
 DG7176  X           -     733,176.528 (meters)                     COMP
 DG7176  Y           -  -4,790,549.805 (meters)                     COMP
 DG7176  Z           -   4,133,033.620 (meters)                     COMP
 DG7176  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 DG7176  ELLIP HEIGHT-         264.15  (meters)          (09/23/04) GPS OBS
 DG7176  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DG7176
 DG7176  HORZ ORDER  -  A
 DG7176  ELLP ORDER  -  FOURTH    CLASS I
 DG7176
 DG7176.The horizontal coordinates were established by GPS observations
 DG7176.and adjusted by the National Geodetic Survey in September 2004..
 DG7176
 DG7176.The orthometric height was determined by GPS observations and a
 DG7176.high-resolution geoid model.
 DG7176
 DG7176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7176
 DG7176.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7176
 DG7176.The ellipsoidal height was determined by GPS observations
 DG7176.and is referenced to NAD 83.
 DG7176
 DG7176.The geoid height was determined by GEOID03.
 DG7176
 DG7176;                    North         East     Units Scale Factor Converg.
 DG7176;SPC OH N     -   109,697.332   701,608.430   MT  0.99996578   +0 47 21.3
 DG7176;UTM  17      - 4,499,749.975   474,753.827   MT  0.99960785   -0 11 40.3
 DG7176
 DG7176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7176!SPC OH N     -   0.99995857  x   0.99996578  =   0.99992435
 DG7176!UTM  17      -   0.99995857  x   0.99960785  =   0.99956643
 DG7176
 DG7176                          SUPERSEDED SURVEY CONTROL
 DG7176
 DG7176.No superseded survey control is available for this station.
 DG7176
 DG7176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME7475499750(NAD 83)
 DG7176_MARKER: DD = SURVEY DISK
 DG7176_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DG7176_SP_SET: FLOOD GATE
 DG7176_STAMPING: 262-12
 DG7176_MARK LOGO: USACE 
 DG7176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7176+STABILITY: POSITION/ELEVATION WELL
 DG7176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7176+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7176
 DG7176  HISTORY     - Date     Condition        Report By
 DG7176  HISTORY     - 2003     MONUMENTED       OH-151
 DG7176
 DG7176                          STATION DESCRIPTION
 DG7176
 DG7176'DESCRIBED BY STARK COUNTY OHIO 2003 (BMW)
 DG7176'THE STATION IS LOCATED ABOUT 10 MI SOUTH-SOUTHEAST OF CANTON, ON THE
 DG7176'SOUTH SIDE OF  MAGNOLIA, SET IN A CONCRETE FLOOD CONTROL STRUCTURE ON
 DG7176'PUBLIC ROAD RIGHT-OF-WAY.
 DG7176' 
 DG7176'TO REACH FROM THE JUNCTION OF MAIN AND CARROLTON STREETS IN MAGNOLIA,
 DG7176'GO SOUTH ON  MAIN ST FOR ABOUT 0.25 MI TO THE MAGNOLIA LEVEE AND THE
 DG7176'STATION ON RIGHT, ATOP THE WEST  CONCRETE LEVEE GATE STRUCTURE.
 DG7176' 
 DG7176'THE STATION IS 20 FT WEST OF THE ROAD CENTERLINE AND ABOUT 11 FT ABOVE
 DG7176'THE ROAD.  IT IS A  BRONZE DISK SET ATOP THE 4 FT X 5 FT SQUARE
 DG7176'CONCRETE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6065 ***********************************************************************
 AB6065  CBN         -  This is a Cooperative Base Network Control Station.
 AB6065  DESIGNATION -  COL GAR
 AB6065  PID         -  AB6065
 AB6065  STATE/COUNTY-  OH/COLUMBIANA
 AB6065  USGS QUAD   -  LISBON (1984)
 AB6065
 AB6065                         *CURRENT SURVEY CONTROL
 AB6065  ___________________________________________________________________
 AB6065* NAD 83(1995)-  40 46 09.26824(N)    080 48 34.49073(W)     ADJUSTED  
 AB6065* NAVD 88     -       342.8    (meters)    1125.     (feet)  GPS OBS   
 AB6065  ___________________________________________________________________
 AB6065  X           -     772,642.417 (meters)                     COMP
 AB6065  Y           -  -4,775,497.877 (meters)                     COMP
 AB6065  Z           -   4,143,250.770 (meters)                     COMP
 AB6065  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AB6065  ELLIP HEIGHT-         308.84  (meters)          (09/23/04) GPS OBS
 AB6065  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AB6065
 AB6065  HORZ ORDER  -  B
 AB6065  ELLP ORDER  -  FOURTH    CLASS I
 AB6065
 AB6065.This is a reference station for the LISBON
 AB6065.National Continuously Operating Reference Station (LSBN).
 AB6065
 AB6065.The horizontal coordinates were established by GPS observations
 AB6065.and adjusted by the National Geodetic Survey in August 1996..
 AB6065
 AB6065.The orthometric height was determined by GPS observations and a
 AB6065.high-resolution geoid model.
 AB6065
 AB6065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6065
 AB6065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6065
 AB6065.The ellipsoidal height was determined by GPS observations
 AB6065.and is referenced to NAD 83.
 AB6065
 AB6065.The geoid height was determined by GEOID03.
 AB6065
 AB6065;                    North         East     Units Scale Factor Converg.
 AB6065;SPC OH N     -   123,819.341   742,702.909   MT  0.99995263   +1 06 37.9
 AB6065;UTM  17      - 4,513,158.596   516,070.277   MT  0.99960318   +0 07 27.6
 AB6065
 AB6065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6065!SPC OH N     -   0.99995156  x   0.99995263  =   0.99990419
 AB6065!UTM  17      -   0.99995156  x   0.99960318  =   0.99955476
 AB6065
 AB6065                          SUPERSEDED SURVEY CONTROL
 AB6065
 AB6065  ELLIP H (08/20/96)  308.85   (m)                       GP(       ) 4 2
 AB6065
 AB6065.Superseded values are not recommended for survey control.
 AB6065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6065.See file dsdata.txt to determine how the superseded data were derived.
 AB6065
 AB6065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1607013159(NAD 83)
 AB6065_MARKER: I = METAL ROD
 AB6065_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6065_STAMPING: COL GAR
 AB6065_MARK LOGO: OHDT  
 AB6065_PROJECTION: FLUSH
 AB6065_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6065+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AB6065_ROD/PIPE-DEPTH: 10.6 meters
 AB6065_SLEEVE-DEPTH  : 0.6 meters
 AB6065
 AB6065  HISTORY     - Date     Condition        Report By
 AB6065  HISTORY     - 1994     MONUMENTED       OHDT
 AB6065  HISTORY     - 2003     GOOD             OHDT
 AB6065
 AB6065                          STATION DESCRIPTION
 AB6065
 AB6065'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (RLC)
 AB6065'THE STATION IS LOCATED 3.9 KM (2.40 MI) WEST ALONG US 30/SR 39 FROM
 AB6065'THE SQUARE AT LISBON AT THE ODOT COLUMBIANA COUNTY GARAGE ON THE
 AB6065'RIGHT.  AT THE GATE PROCEED 54.9 M (180.1 FT) NORTH ALONG A SERVICE
 AB6065'ROAD TO A SERVICE ROAD ON THE RIGHT.  PROCEED EAST ON THE SERVICE ROAD
 AB6065'106.7 M (350.1 FT) , THEN TURN SOUTH AND PROCEED 38.1 M (125.0 FT) TO
 AB6065'THE MARK WHICH IS LOCATED IN A MOWED, GRASSY AREA.  THE SURFACE
 AB6065'MONUMENT IS A STANDARD ALUMINUM MONUMENT ASSEMBLY STAMPED --OHIO
 AB6065'DEPARTMENT OF TRANSPORTATION--.  THE MARK DESIGNATION IS STAMPED --COL
 AB6065'GAR 1994--.  OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION,
 AB6065'DISTRICT 11 DEPUTY DIRECTOR, 1072 WEST HIGH AVENUE, NEW PHILADELPHIA,
 AB6065'OHIO 44663.  THE MARK IS ACCESSIBLE ONLY BY ARRANGEMENT.  CONTACT THE
 AB6065'ODOT COLUMBIANA COUNTY SUPERINTENDENT, 330-424-7253, FOR ACCESS TO
 AB6065'MARK.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
 AB6065
 AB6065                          STATION RECOVERY (2003)
 AB6065
 AB6065'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 AB6065'NOTE-- THE 1994 STATION DESCRIPTION STATES THAT THE MARK IS STAMPED
 AB6065'---COL GAR 1994---.  THE  YEAR 1994 WAS NOT STAMPED ON THIS MARK.
 AB6065'NOTE--THIS IS A CORS SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1232 ***********************************************************************
 MC1232  DESIGNATION -  COLBY
 MC1232  PID         -  MC1232
 MC1232  STATE/COUNTY-  OH/SANDUSKY
 MC1232  USGS QUAD   -  CLYDE (1969)
 MC1232
 MC1232                         *CURRENT SURVEY CONTROL
 MC1232  ___________________________________________________________________
 MC1232* NAD 83(1995)-  41 16 26.42081(N)    082 56 07.12676(W)     ADJUSTED  
 MC1232* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 MC1232  ___________________________________________________________________
 MC1232  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 MC1232  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 MC1232
 MC1232  HORZ ORDER  -  SECOND
 MC1232
 MC1232.The horizontal coordinates were established by classical geodetic methods
 MC1232.and adjusted by the National Geodetic Survey in April 1998..
 MC1232
 MC1232.The orthometric height was scaled from a topographic map.
 MC1232
 MC1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1232
 MC1232.The geoid height was determined by GEOID03.
 MC1232
 MC1232;                    North         East     Units Scale Factor Converg.
 MC1232;SPC OH N     -   178,580.444   563,529.092   MT  0.99994560   -0 17 09.5
 MC1232;UTM  17      - 4,570,981.231   337,909.072   MT  0.99992335   -1 16 36.9
 MC1232
 MC1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1232!SPC OH N     -   0.99996791  x   0.99994560  =   0.99991351
 MC1232!UTM  17      -   0.99996791  x   0.99992335  =   0.99989126
 MC1232
 MC1232|---------------------------------------------------------------------|
 MC1232| PID    Reference Object                     Distance      Geod. Az  |
 MC1232|                                                           dddmmss.s |
 MC1232| CF3025 COLBY RM 1                           27.067 METERS 05706     |
 MC1232| CF3026 COLBY RM 2                           30.933 METERS 10615     |
 MC1232| CF3024 COLBY AZ MK                                        3163830.2 |
 MC1232|---------------------------------------------------------------------|
 MC1232
 MC1232                          SUPERSEDED SURVEY CONTROL
 MC1232
 MC1232  NAD 83(1995)-  41 16 26.42663(N)    082 56 07.13950(W) AD(       ) 2
 MC1232  NAD 83(1986)-  41 16 26.42616(N)    082 56 07.14122(W) AD(       ) 2
 MC1232  NAD 27      -  41 16 26.23239(N)    082 56 07.45174(W) AD(       ) 2
 MC1232
 MC1232.Superseded values are not recommended for survey control.
 MC1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1232.See file dsdata.txt to determine how the superseded data were derived.
 MC1232
 MC1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3790970981(NAD 83)
 MC1232_MARKER: DS = TRIANGULATION STATION DISK
 MC1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1232
 MC1232  HISTORY     - Date     Condition        Report By
 MC1232  HISTORY     - 1956     MONUMENTED       CGS
 MC1232  HISTORY     - 1971     GOOD             OHDT
 MC1232
 MC1232                          STATION DESCRIPTION
 MC1232
 MC1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1232'STATION IS LOCATED ABOUT 5 MILES WEST OF BELLEVUE AND ABOUT 3 MILES
 MC1232'SOUTHEAST OF CLYDE IN A
 MC1232'FARMYARD.  STATION IS 32 FEET NORTHEAST OF NORTHWEST CORNER OF BARN,
 MC1232'15 FEET EAST OF FENCE AND 15 FEET
 MC1232'EAST OF WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND
 MC1232'THE DISK IS STAMPED COLBY 1956.
 MC1232'
 MC1232'REFERENCE MARK NO. 1 IS 6 FEET WEST OF SOUTHWEST CORNER OF HOG SHED.
 MC1232'THE MARK PROJECTS ABOUT 6
 MC1232'INCHES AND THE DISK IS STAMPED COLBY NO 1 1956.
 MC1232'
 MC1232'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE APPROXIMATE CENTER OF
 MC1232'DRIVEWAY AND 22 FEET WEST OF
 MC1232'FRUIT TREE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 MC1232'STAMPED COLBY NO 2 1956.
 MC1232'
 MC1232'AZIMUTH MARK IS 21 FEET WEST OF THE APPROXIMATE CENTER OF ROAD, 1.5
 MC1232'FEET NORTH OF WITNESS POST AND
 MC1232'1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 MC1232'IS STAMPED COLBY 1956.
 MC1232'
 MC1232'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 MC1232'ROUTE 268 IN BELLEVUE GO
 MC1232'WESTERLY ON U.S. HIGHWAY 20 FOR 2.2 MILES TO JUNCTION OF STATE ROUTE
 MC1232'113.  TURN LEFT AND SOUTHWEST ON
 MC1232'STATE ROUTE 113 FOR 3.0 MILES TO DRIVEWAY ON RIGHT.
 MC1232'TURN RIGHT AND GO NORTH ON DRIVEWAY 0.1 MILE
 MC1232'PASSING TO THE RIGHT OF HOUSE.  TURN LEFT
 MC1232'PASSING IN BACK OF HOUSE FOR 0.05 MILE TO NORTH SIDE OF BARN
 MC1232'AND STATION AS DESCRIBED.  TO REACH
 MC1232'AZIMUTH MARK FROM STATION RETURN TO HIGHWAY.  TURN RIGHT AND GO
 MC1232'SOUTHWEST ON STATE ROUTE 113 FOR
 MC1232'0.3 MILE TO FORKS.  TAKE RIGHT FORK FOR 0.1 MILE TO SIDE ROAD RIGHT.
 MC1232'TURN RIGHT AND GO NORTH FOR 0.55 MILE
 MC1232'TO DRIVEWAY AND AZIMUTH MARK ON LEFT AS DESCRIBED.
 MC1232'
 MC1232'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MC1232
 MC1232                          STATION RECOVERY (1971)
 MC1232
 MC1232'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971 (RS)
 MC1232'COLBY 1956 GOOD - INSTALLED STEEL WITNESS WHERE WOOD POST WAS
 MC1232'
 MC1232'COLBY 1-1956 GOOD - INSTALLED STEEL WITNESS POST
 MC1232'
 MC1232'COLBY 2-1956 GOOD - IN LAWN.
 MC1232'
 MC1232'AZI. COLBY 1956 GOOD - PAINTED WOOD POST AND PUT SIGN
 MC1232'
 MC1232'STA. NOW 6 IN UNDERGROUND.  REF. 1 - INSTEAD OF 6 FT WEST OF SW
 MC1232'CORNER IS 6 IN WEST.  REF. 2 - NO FRUIT TREE 1 IN BELOW
 MC1232'GROUND.  AZI. SR 113 IS SANDUSKY CR 177.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2633 ***********************************************************************
 AE2633  DESIGNATION -  COLDWATER
 AE2633  PID         -  AE2633
 AE2633  STATE/COUNTY-  OH/MERCER
 AE2633  USGS QUAD   -  ERASTUS (1980)
 AE2633
 AE2633                         *CURRENT SURVEY CONTROL
 AE2633  ___________________________________________________________________
 AE2633* NAD 83(1995)-  40 30 31.35234(N)    084 37 41.61157(W)     ADJUSTED  
 AE2633* NAVD 88     -       270.3    (meters)     887.     (feet)  GPS OBS   
 AE2633  ___________________________________________________________________
 AE2633  X           -     454,644.574 (meters)                     COMP
 AE2633  Y           -  -4,835,058.833 (meters)                     COMP
 AE2633  Z           -   4,121,249.112 (meters)                     COMP
 AE2633  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AE2633  ELLIP HEIGHT-         236.92  (meters)          (10/07/05) GPS OBS
 AE2633  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AE2633
 AE2633  HORZ ORDER  -  FIRST
 AE2633  ELLP ORDER  -  FOURTH    CLASS I
 AE2633
 AE2633.The horizontal coordinates were established by GPS observations
 AE2633.and adjusted by the National Geodetic Survey in September 1997..
 AE2633
 AE2633.The orthometric height was determined by GPS observations and a
 AE2633.high-resolution geoid model.
 AE2633
 AE2633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2633
 AE2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2633
 AE2633.The ellipsoidal height was determined by GPS observations
 AE2633.and is referenced to NAD 83.
 AE2633
 AE2633.The geoid height was determined by GEOID03.
 AE2633
 AE2633;                    North         East     Units Scale Factor Converg.
 AE2633;SPC OH N     -    95,706.682   419,638.773   MT  0.99998641   -1 23 53.3
 AE2633;UTM  16      - 4,486,923.961   700,952.691   MT  1.00009709   +1 32 28.1
 AE2633
 AE2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2633!SPC OH N     -   0.99996284  x   0.99998641  =   0.99994925
 AE2633!UTM  16      -   0.99996284  x   1.00009709  =   1.00005992
 AE2633
 AE2633                          SUPERSEDED SURVEY CONTROL
 AE2633
 AE2633  ELLIP H (09/04/97)  236.93   (m)                       GP(       ) 4 1
 AE2633
 AE2633.Superseded values are not recommended for survey control.
 AE2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2633.See file dsdata.txt to determine how the superseded data were derived.
 AE2633
 AE2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0095386924(NAD 83)
 AE2633_MARKER: I = METAL ROD
 AE2633_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2633_STAMPING: COLDWATER
 AE2633_MARK LOGO: OHDT  
 AE2633_PROJECTION: RECESSED 8 CENTIMETERS
 AE2633_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2633+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2633_ROD/PIPE-DEPTH:  4.9 meters
 AE2633_SLEEVE-DEPTH  :  1.1 meters
 AE2633
 AE2633  HISTORY     - Date     Condition        Report By
 AE2633  HISTORY     - 1995     MONUMENTED       OHDT
 AE2633
 AE2633                          STATION DESCRIPTION
 AE2633
 AE2633'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (KM)
 AE2633'IN THE NORTHWEST QUARTER OF SECTION 22, TOWN 6 SOUTH, RANGE 2 EAST,
 AE2633'BUTLER TOWNSHIP, MERCER COUNTY, OHIO.  TO REACH FROM MERCER COUNTY
 AE2633'COURT HOUSE IN CELINA, TRAVEL SOUTH ON US 127 0.4 MILES (0.6 KM) TO
 AE2633'ITS INTERSECTION WITH STATE ROUTE 29, PROCEED WEST ON STATE ROUTE 29 3
 AE2633'MILES (4.8 KM) TO ITS INTERSECTION WITH STATE ROUTE 118, PROCEED SOUTH
 AE2633'ON STATE ROUTE 118 2.5 MILES (4.0 KM) TO ITS INTERSECTION WITH ST.
 AE2633'ANTHONY ROAD.  THE MARK IS IN THE SOUTHEAST QUADRANT OF THE
 AE2633'INTERSECTIONS OF STATE ROUTE 118 AND ST.  ANTHONY ROAD, 49 FEET (14.9
 AE2633'M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF SAINT ANTHONY ROAD, 108 FEET
 AE2633'(32.9 M) EAST OF THE EAST EDGE OF PAVEMENT OF STATE ROUTE 118, 56.7
 AE2633'FEET (17.3 M) IN THE SOUTHWESTERLY DIRCTION FROM I DO NOT KNOW, MARK
 AE2633'IS A STEEL ROD IN AN ALUMINUM MONUMENT BOX STAMPED MANN ADJACENT OT A
 AE2633'METAL POST PLACED BY THE MERCER COUNTY ENGINEER.  DAY 96B
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2313 ***********************************************************************
 LA2313  DESIGNATION -  COLDWATER MUNICIPAL TANK
 LA2313  PID         -  LA2313
 LA2313  STATE/COUNTY-  OH/MERCER
 LA2313  USGS QUAD   -  COLDWATER (1982)
 LA2313
 LA2313                         *CURRENT SURVEY CONTROL
 LA2313  ___________________________________________________________________
 LA2313* NAD 83(1995)-  40 28 34.56945(N)    084 37 53.79067(W)     ADJUSTED  
 LA2313* NAVD 88     -                                                        
 LA2313  ___________________________________________________________________
 LA2313  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 LA2313  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LA2313
 LA2313  HORZ ORDER  -  THIRD
 LA2313
 LA2313.The horizontal coordinates were established by classical geodetic methods
 LA2313.and adjusted by the National Geodetic Survey in April 1998..
 LA2313
 LA2313
 LA2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2313
 LA2313.The geoid height was determined by GEOID03.
 LA2313
 LA2313;                    North         East     Units Scale Factor Converg.
 LA2313;SPC OH N     -    92,112.562   419,264.090   MT  0.99999205   -1 24 01.3
 LA2313;UTM  16      - 4,483,314.971   700,762.747   MT  1.00009616   +1 32 16.5
 LA2313
 LA2313                          SUPERSEDED SURVEY CONTROL
 LA2313
 LA2313  NAD 83(1986)-  40 28 34.57262(N)    084 37 53.80685(W) AD(       ) 4
 LA2313  NAD 27      -  40 28 34.40400(N)    084 37 53.95900(W) AD(       ) 3
 LA2313
 LA2313.Superseded values are not recommended for survey control.
 LA2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2313.See file dsdata.txt to determine how the superseded data were derived.
 LA2313
 LA2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0076383315(NAD 83)
 LA2313_MARKER: 51 = TANK
 LA2313
 LA2313  HISTORY     - Date     Condition        Report By
 LA2313  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2313
 LA2313                          STATION DESCRIPTION
 LA2313
 LA2313'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3258 ***********************************************************************
 JZ3258  DESIGNATION -  COLGATE
 JZ3258  PID         -  JZ3258
 JZ3258  STATE/COUNTY-  OH/HAMILTON
 JZ3258  USGS QUAD   -  HOOVEN (1992)
 JZ3258
 JZ3258                         *CURRENT SURVEY CONTROL
 JZ3258  ___________________________________________________________________
 JZ3258* NAD 83(1995)-  39 14 23.16800(N)    084 45 04.32330(W)     ADJUSTED  
 JZ3258* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 JZ3258  ___________________________________________________________________
 JZ3258  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 JZ3258  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ3258
 JZ3258  HORZ ORDER  -  FIRST
 JZ3258
 JZ3258.The horizontal coordinates were established by classical geodetic methods
 JZ3258.and adjusted by the National Geodetic Survey in April 1998..
 JZ3258
 JZ3258.The orthometric height was scaled from a topographic map.
 JZ3258
 JZ3258.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3258
 JZ3258.The geoid height was determined by GEOID03.
 JZ3258
 JZ3258;                    North         East     Units Scale Factor Converg.
 JZ3258;SPC OH S     -   140,052.978   405,678.417   MT  0.99993908   -1 25 42.4
 JZ3258;SPC IN E     -   443,513.429   179,033.204   MT  1.00004355   +0 34 44.8
 JZ3258;SPC IN E     - 1,455,093.64    587,378.10   sFT  1.00004355   +0 34 44.8
 JZ3258;UTM  16      - 4,345,794.481   694,078.601   MT  1.00006380   +1 25 22.7
 JZ3258
 JZ3258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3258!SPC OH S     -   0.99996831  x   0.99993908  =   0.99990740
 JZ3258!SPC IN E     -   0.99996831  x   1.00004355  =   1.00001186
 JZ3258!UTM  16      -   0.99996831  x   1.00006380  =   1.00003211
 JZ3258
 JZ3258:                Primary Azimuth Mark                     Grid Az
 JZ3258:SPC OH S     -  KRESS                                    100 02 05.1
 JZ3258:SPC IN E     -  KRESS                                    098 01 37.9
 JZ3258:UTM  16      -  KRESS                                    097 11 00.0
 JZ3258
 JZ3258|---------------------------------------------------------------------|
 JZ3258| PID    Reference Object                     Distance      Geod. Az  |
 JZ3258|                                                           dddmmss.s |
 JZ3258| JZ3254 KRESS                               APPROX. 9.5 KM 0983622.7 |
 JZ3258| CC8470 COLGATE AZ MK                                      1583157.9 |
 JZ3258| CC8472 COLGATE RM 2                         27.895 METERS 22544     |
 JZ3258| CC8471 COLGATE RM 1                         28.149 METERS 35112     |
 JZ3258|---------------------------------------------------------------------|
 JZ3258
 JZ3258                          SUPERSEDED SURVEY CONTROL
 JZ3258
 JZ3258  NAD 83(1995)-  39 14 23.17353(N)    084 45 04.33092(W) AD(       ) 1
 JZ3258  NAD 83(1986)-  39 14 23.17174(N)    084 45 04.33365(W) AD(       ) 1
 JZ3258  NAD 27      -  39 14 22.97100(N)    084 45 04.51700(W) AD(       ) 1
 JZ3258
 JZ3258.Superseded values are not recommended for survey control.
 JZ3258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3258.See file dsdata.txt to determine how the superseded data were derived.
 JZ3258
 JZ3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9407945794(NAD 83)
 JZ3258_MARKER: DS = TRIANGULATION STATION DISK
 JZ3258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3258_STAMPING: COLGATE 1947
 JZ3258_MARK LOGO: CGS   
 JZ3258
 JZ3258  HISTORY     - Date     Condition        Report By
 JZ3258  HISTORY     - 1947     MONUMENTED       CGS
 JZ3258  HISTORY     - 1977     GOOD             NGS
 JZ3258
 JZ3258                          STATION DESCRIPTION
 JZ3258
 JZ3258'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3258'STATION IS LOCATED ABOUT 3 AND 1/2 MILES WEST-NORTHWEST OF MIAMITOWN
 JZ3258'AND 3 MILES EAST-SOUTHEAST OF HARRISON ON LAND OWNED BY MR. A.E.
 JZ3258'COLGATE, 26 FEET EAST OF THE CENTERLINE OF WEST ROAD (OILED) AND 12
 JZ3258'FEET SOUTHEAST OF A NORTHWEST FENCE CORNER. THE MARK IS 12
 JZ3258'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JZ3258'COLGATE 1947.
 JZ3258'
 JZ3258'REFERENCE MARK NO. 1 IS 92.37 FEET NORTH OF THE STATION, 16 FEET WEST
 JZ3258'OF THE CENTERLINE OF WEST ROAD AND 2 FEET EAST OF FENCE. THE MARK
 JZ3258'PROJECTS 2 INCHES AND THE DISK IS STAMPED COLGATE NO 1 1947.
 JZ3258'
 JZ3258'REFERENCE MARK NO. 2 IS 91.52 FEET SOUTHWEST OF THE STATION, 16 FEET
 JZ3258'WEST OF THE CENTERLINE OF WEST ROAD, 8 FEET SOUTH OF
 JZ3258'TELEPHONE POLE H63413 AND 3 FEET EAST OF FENCE. THE MARK PROJECTS 2
 JZ3258'INCHES AND THE DISK IS STAMPED COLGATE NO 2 1947.
 JZ3258'
 JZ3258'THE AZIMUTH MARK IS 0.6 MILE SOUTH-SOUTHEAST OF THE STATION, 15 FEET
 JZ3258'EAST OF THE CENTERLINE OF WEST ROAD AND 4 FEET NORTH OF POWER
 JZ3258'POLE 124H34. THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED COLGATE
 JZ3258'1947.
 JZ3258'
 JZ3258'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN MIAMITOWN, GO
 JZ3258'WEST-NORTHWEST ON U.S. HIGHWAY 52 FOR 2.4 MILES TO WEST ROAD
 JZ3258'RIGHT. TURN RIGHT AND GO NORTH-NORTHWEST ON WEST ROAD FOR 0.4 MI. TO
 JZ3258'THE AZIMUTH MK. ON THE RIGHT BY POWER POLE.  CONTINUE
 JZ3258'NORTH-NORTHWEST ON WEST ROAD FOR 0.6 MILE TO A NORTHWEST FENCE CORNER
 JZ3258'ON THE RIGHT AND THE STATION AS DESCRIBED.
 JZ3258'
 JZ3258'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JZ3258
 JZ3258                          STATION RECOVERY (1977)
 JZ3258
 JZ3258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JZ3258'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 JZ3258'THE AZIMUTH MARK WAS FOUND UPROOTED AND THE DISK WAS SALVAGED.
 JZ3258'REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED
 JZ3258'BY GRADING OR UTILITY WORK.  THE DISTANCE TO REFERENCE MARK 1
 JZ3258'CHECKED.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS--
 JZ3258'
 JZ3258'THE STATION IS LOCATED ON THE PROPERTY OF MR. WILLIAM CONE, 9336 WEST
 JZ3258'ROAD, CLEVES, OHIO 45002, 7 FEET EAST OF A FENCE, 14 FEET NORTHEAST
 JZ3258'OF A METAL WITNESS POST, 13 FEET SOUTHEAST OF A TELEPHONE POLE, 64
 JZ3258'FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, AND 26 FEET EAST OF
 JZ3258'THE CENTERLINE OF WEST ROAD.  THE MONUMENT IS 12 INCHES
 JZ3258'UNDERGROUND AND THE DISK IS STAMPED COLGATE 1947.
 JZ3258'
 JZ3258'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT MIAMITOWN, GO
 JZ3258'WEST-NORTHWEST ON U.S. HIGHWAY 52 FOR 2.4 MILES TO THE INTERSECTION
 JZ3258'OF WEST ROAD.  TURN RIGHT AND GO NORTHERLY ON WEST ROAD FOR 1.0
 JZ3258'MILE TO THE STATION ON THE RIGHT.
 JZ3258'
 JZ3258'REFERENCE MARK 1 IS 47 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 15
 JZ3258'FEET WEST OF THE CENTERLINE OF WEST ROAD, 44 FEET SOUTH OF A POWER
 JZ3258'POLE AND 58 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE (9337).
 JZ3258'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED COLGATE NO 1
 JZ3258'1947.
 JZ3258'
 JZ3258'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 JZ3258'COLGATE 1947 NO 3 1977, WITH MAGNETS, PROJECTS 4 INCHES, 6 INCHES
 JZ3258'NORTH OF A METAL WITNESS POST, 6 INCHES WEST OF A FENCE, 19 FEET
 JZ3258'EAST OF THE CENTERLINE OF WEST ROAD AND 22 FEET SOUTH OF A POWER
 JZ3258'POLE.
 JZ3258'
 JZ3258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 JZ3258'NORTHWEST OF MIAMITOWN.
 JZ3258'
 JZ3258'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3444 ***********************************************************************
 KY3444  DESIGNATION -  COLLEGE
 KY3444  PID         -  KY3444
 KY3444  STATE/COUNTY-  OH/GUERNSEY
 KY3444  USGS QUAD   -  BLOOMFIELD (1994)
 KY3444
 KY3444                         *CURRENT SURVEY CONTROL
 KY3444  ___________________________________________________________________
 KY3444* NAD 83(1995)-  40 02 23.32567(N)    081 38 49.07660(W)     ADJUSTED  
 KY3444* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 KY3444  ___________________________________________________________________
 KY3444  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 KY3444  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KY3444
 KY3444  HORZ ORDER  -  SECOND
 KY3444
 KY3444.The horizontal coordinates were established by classical geodetic methods
 KY3444.and adjusted by the National Geodetic Survey in April 1998..
 KY3444
 KY3444.The orthometric height was scaled from a topographic map.
 KY3444
 KY3444.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3444
 KY3444.The geoid height was determined by GEOID03.
 KY3444
 KY3444;                    North         East     Units Scale Factor Converg.
 KY3444;SPC OH S     -   226,797.375   672,800.575   MT  1.00000129   +0 32 28.6
 KY3444;UTM  17      - 4,432,376.522   444,807.082   MT  0.99963750   -0 24 58.4
 KY3444
 KY3444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3444!SPC OH S     -   0.99995090  x   1.00000129  =   0.99995219
 KY3444!UTM  17      -   0.99995090  x   0.99963750  =   0.99958842
 KY3444
 KY3444                          SUPERSEDED SURVEY CONTROL
 KY3444
 KY3444  NAD 83(1986)-  40 02 23.33159(N)    081 38 49.08423(W) AD(       ) 2
 KY3444  NAD 27      -  40 02 23.06600(N)    081 38 49.62700(W) AD(       ) 2
 KY3444
 KY3444.Superseded values are not recommended for survey control.
 KY3444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3444.See file dsdata.txt to determine how the superseded data were derived.
 KY3444
 KY3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME4480732377(NAD 83)
 KY3444_MARKER: DB = BENCH MARK DISK
 KY3444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3444_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3444_MARK LOGO: USGS  
 KY3444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3444+STABILITY: SURFACE MOTION
 KY3444
 KY3444  HISTORY     - Date     Condition        Report By
 KY3444  HISTORY     - 1933     MONUMENTED       USGS
 KY3444
 KY3444                          STATION DESCRIPTION
 KY3444
 KY3444'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 KY3444'TO REACH FROM CAMBRIDGE, GO WEST ON WHEELING AVENUE (U.S.
 KY3444'HIGHWAY 40) FOR
 KY3444'0.25 MILE FROM COURT HOUSE, CROSS VIADUCT OVER
 KY3444'BALTIMORE AND OHIO RAILROAD AND
 KY3444'PROCEED 0.75 MILE ON U.S. HIGHWAY
 KY3444'40 TO T-ROAD RIGHT AT THE TOP OF A HILL, TURN
 KY3444'RIGHT AND FOLLOW
 KY3444'GRAVEL ROAD FOR 2.0 MILES TO T-ROAD LEFT, TURN LEFT AND PROCEED
 KY3444'0.5 MILE TO
 KY3444'COLLEGE HILL SCHOOL HOUSE AT TOP OF HILL.
 KY3444'
 KY3444'A UNITED STATES GEOLOGICAL SURVEY BENCH MARK IS NORTH OF
 KY3444'STATION FORD AND 135
 KY3444'FEET SOUTH OF FENCE AND CABLE LINE, IT IS A
 KY3444'STANDARD U.S.G.S. DISK SET IN A 6-
 KY3444'BY 6-INCH CONCRETE POST.
 KY3444'THERE ARE NO IDENTIFICATION MARKS STAMPED ON THE
 KY3444'DISK, THE POST
 KY3444'IS NOT SOLID IN THE GROUND AND MARK PROJECTS 2 INCHES ABOVE THE
 KY3444'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3505 ***********************************************************************
 KY3505  DESIGNATION -  COLLEGE
 KY3505  PID         -  KY3505
 KY3505  STATE/COUNTY-  OH/WAYNE
 KY3505  USGS QUAD   -  WOOSTER (1994)
 KY3505
 KY3505                         *CURRENT SURVEY CONTROL
 KY3505  ___________________________________________________________________
 KY3505* NAD 83(1995)-  40 48 43.04214(N)    081 56 07.41726(W)     ADJUSTED  
 KY3505* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 KY3505  ___________________________________________________________________
 KY3505  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 KY3505  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY3505
 KY3505  HORZ ORDER  -  SECOND
 KY3505
 KY3505.The horizontal coordinates were established by classical geodetic methods
 KY3505.and adjusted by the National Geodetic Survey in April 1998..
 KY3505
 KY3505.The orthometric height was scaled from a topographic map.
 KY3505
 KY3505.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3505
 KY3505.The geoid height was determined by GEOID03.
 KY3505
 KY3505;                    North         East     Units Scale Factor Converg.
 KY3505;SPC OH N     -   127,333.794   647,635.248   MT  0.99994905   +0 22 15.3
 KY3505;UTM  17      - 4,518,303.665   421,108.287   MT  0.99967660   -0 36 41.0
 KY3505
 KY3505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3505!SPC OH N     -   0.99995283  x   0.99994905  =   0.99990188
 KY3505!UTM  17      -   0.99995283  x   0.99967660  =   0.99962944
 KY3505
 KY3505:                Primary Azimuth Mark                     Grid Az
 KY3505:SPC OH N     -  WOOSTER MUNICIPAL TANK                   019 40 03.2
 KY3505:UTM  17      -  WOOSTER MUNICIPAL TANK                   020 38 59.5
 KY3505
 KY3505|---------------------------------------------------------------------|
 KY3505| PID    Reference Object                     Distance      Geod. Az  |
 KY3505|                                                           dddmmss.s |
 KY3505| KY3511 WOOSTER MUNICIPAL TANK              APPROX. 1.0 KM 0200218.5 |
 KY3505| CC9797 COLLEGE AZ MK                                      0740852.1 |
 KY3505| CC9798 COLLEGE RM 1                         22.166 METERS 10905     |
 KY3505| KY3500 WOOSTER RADIO STA WWST TOWER        APPROX. 3.3 KM 1264555.4 |
 KY3505| CC9799 COLLEGE RM 2                         21.819 METERS 21052     |
 KY3505| KZ1751 EIGHT SQ SINCLAIR MICROWAVE         APPROX.10.8 KM 2980219.7 |
 KY3505|---------------------------------------------------------------------|
 KY3505
 KY3505                          SUPERSEDED SURVEY CONTROL
 KY3505
 KY3505  NAD 83(1986)-  40 48 43.04997(N)    081 56 07.42304(W) AD(       ) 2
 KY3505  NAD 27      -  40 48 42.84552(N)    081 56 07.90594(W) AD(       ) 2
 KY3505
 KY3505.Superseded values are not recommended for survey control.
 KY3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3505.See file dsdata.txt to determine how the superseded data were derived.
 KY3505
 KY3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2110818304(NAD 83)
 KY3505_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3505
 KY3505  HISTORY     - Date     Condition        Report By
 KY3505  HISTORY     - 1959     MONUMENTED       CGS
 KY3505  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KY3505  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 KY3505
 KY3505                          STATION DESCRIPTION
 KY3505
 KY3505'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3505'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SECTION 4, T 15
 KY3505'N, R 13 W, ON THE WOOSTER
 KY3505'COLLEGE GROUNDS IN WOOSTER.
 KY3505'
 KY3505'TO REACH THE STATION FROM THE CENTER OF WOOSTER, GO EAST ON U.S.
 KY3505'HIGHWAY 30 FOR 0.3 MILE TO
 KY3505'THE JUNCTION OF STATE HIGHWAY 3.  TURN LEFT AND GO NORTHERLY ON
 KY3505'HIGHWAY 3 FOR 0.7 MILE TO A
 KY3505'DRIVEWAY ON THE LEFT, JUST NORTH OF A LARGE RED BRICK AND WHITE
 KY3505'BUILDING.  (CONTINUE NORTHERLY ON HIGHWAY
 KY3505'3 FOR 0.15 MILE TO WAYNE STREET.  TURN RIGHT AND GO
 KY3505'0.25 MILE TO A SIDE ROAD ON THE RIGHT, ENTRANCE
 KY3505'TO THE GOLF COURSE.  TURN RIGHT AND GO
 KY3505'77 YARDS TO THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT AND GO 0.1
 KY3505'MILE TO THE STATION ON THE RIGHT.
 KY3505'
 KY3505'STATION MARKS ARE STANDARD DISKS STAMPED COLLEGE 1959.  THE SURFACE
 KY3505'DISK IS SET IN A SQUARE
 KY3505'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KY3505'267 FEET NORTHWEST OF THE
 KY3505'NORTHEAST CORNER OF THE RED BRICK BUILDING, 185 FEET EAST OF THE
 KY3505'NORTHEAST CORNER OF A BRICK
 KY3505'BUILDING, 135 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 KY3505'TENNIS COURT, 93 FEET NORTH OF THE GRAVEL
 KY3505'DRIVEWAY, 81 FEET SOUTHEAST OF A METAL LIGHT
 KY3505'POLE AND 55 FEET SOUTHEAST OF A 36-INCH OAK TREE.  THE
 KY3505'UNDERGROUND DISK IS SET IN AN
 KY3505'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 KY3505'
 KY3505'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COLLEGE NO 1 1959, IS
 KY3505'SET IN A SQUARE CONCRETE
 KY3505'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 207 FEET
 KY3505'NORTHWEST OF THE NORTHEAST CORNER
 KY3505'OF THE RED BRICK BUILDING, 152 FEET SOUTH OF THE
 KY3505'SOUTHWEST CORNER OF THE TENNIS COURT, 75 FEET NORTH
 KY3505'OF THE GRAVEL DRIVEWAY, 29 FEET
 KY3505'WEST OF A 30-INCH OAK TREE AND 30.5 FEET NORTHEAST OF A 42-INCH OAK
 KY3505'TREE.
 KY3505'
 KY3505'REFERENCE MARK NO. 2 A STANDARD DISK STAMPED COLLEGE NO 2 1959, IS
 KY3505'SET IN A SQUARE CONCRETE
 KY3505'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 147 FEET
 KY3505'SOUTHEAST OF THE SOUTHEAST CORNER
 KY3505'OF THE BRICK BUILDING, 137 FEET SOUTH OF THE METAL
 KY3505'LIGHT POLE, 83 FEET WEST OF THE 42-INCH OAK TREE AND
 KY3505'29 FEET NORTH OF THE GRAVEL DRIVEWAY.
 KY3505'
 KY3505'AZIMUTH MARK, A STANDARD DISK STAMPED COLLEGE 1959, IS SET IN A
 KY3505'SQUARE CONCRETE POST WHICH
 KY3505'PROJECTS 2 INCHES.  IT IS 231 FEET SOUTH OF THE CENTERLINE OF WAYNE
 KY3505'STREET, 86 FEET NORTHEST OF A
 KY3505'30-INCH DECIDUOUS TREE, 42 FEET SOUTHEAST OF THE SOUTHEAST
 KY3505'CORNER OF A SMALL BUILDING AND 12 FEET
 KY3505'OF THE CENTERLINE OF THE GRAVEL ROAD.  A
 KY3505'STANDARD METAL WITNESS POST WAS SET 1.5 FEET SOUTH OF THE
 KY3505'MARK.
 KY3505
 KY3505                          STATION RECOVERY (1970)
 KY3505
 KY3505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KY3505'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE LINE
 KY3505'OF SIGHT TO THE
 KY3505'AZIMUTH MARK OBSTRUCTID BY A BUILDING.  NO OBJECTS
 KY3505'VISIBLE FROM WHICH A NEW AZIMUTH
 KY3505'MARK COULD BE SET.  A NEW DESCRIPTION
 KY3505'FOLLOWS-
 KY3505'
 KY3505'THE STATION IS LOCATED AT THE NORTH EDGE OF WOOSTER, ON THE
 KY3505'GROUNDS OF THE
 KY3505'WOOSTER COLLEGE, ABOUT 0.15 MILE SOUTHWEST OF THE
 KY3505'INTERSECTION OF WAYNE STREET AND
 KY3505'STATE HIGHWAY 3, 135 FEET SOUTHWEST
 KY3505'OF THE SOUTHWEST CORNER OF A TENNIS COURT, 1 FOOT
 KY3505'SOUTH OF A METAL
 KY3505'WITNESS POST, 93 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 KY3505'DRIVEWAY, 186 EAST
 KY3505'OF THE NORTHEAST CORNER OF SEVERANCE GYM. AND 81 FEET SOUTHEAST
 KY3505'OF A METAL LIGHT POLE.  THE
 KY3505'MONUMENT IS FLUSH AND THE DISK IS
 KY3505'STAMPED COLLEGE 1959.  (NOTE 1A 7A)
 KY3505'
 KY3505'REFERENCE MARK 1 IS 152 FEET SOUTHEST OF THE SOUTHWEST CORNER
 KY3505'OF THE TENNIS
 KY3505'COURT, 62 FEET WEST OF A METAL LIGHT POLE, 49 FEET WEST
 KY3505'OF THE INTERSECTION OF PAVED
 KY3505'CROSS SIDEWALKS, 29 FEET WEST OF A 36
 KY3505'INCH OAK TREE AND 30 FEET NORTHEAST OF A 48
 KY3505'INCH OAK TREE.  THE MONUMENT
 KY3505'IS FLUSH AND THE DISK IS STAMPED COLLEGE NO 1 1959.  (NOTE
 KY3505'11A)
 KY3505'
 KY3505'REFERENCE MARK 2 IS 147 FEET EAST OF THE SOUTHEAST CORNER OF
 KY3505'THE BUILDING, 137
 KY3505'FEET SOUTH OF THE METAL LIGHT POLE, 83 FEET WEST
 KY3505'OF THE 48 INCH OAK TREE AND 29 FEET
 KY3505'NORTH OF THE CENTERLINE OF THE
 KY3505'DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 KY3505'STAMPED COLLEGE NO 2
 KY3505'1959.  (NOTE 11A)
 KY3505'
 KY3505'THE AZIMUTH MARK IS 231 FEET SOUTH OF THE CENTERLINE OF WAYNE
 KY3505'STREET, 12 FEET
 KY3505'WEST OF THE CENTERLINE OF GRAVELED ROAD TO GOLF
 KY3505'COURSE AND 2 FEET SOUTH OF A METAL
 KY3505'WITNESS POST.  THE MONUMENT PROJECTS
 KY3505'2 INCHES AND THE DISK IS STAMPED COLLEGE 1959.  (NOTE
 KY3505'16A)
 KY3505'
 KY3505'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAY
 KY3505'3 AND WAYNE
 KY3505'STREET, GO EAST ON WAYNE ST. FOR 0.25 MILE.
 KY3505'
 KY3505'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT WOOSTER
 KY3505
 KY3505                          STATION RECOVERY (1971)
 KY3505
 KY3505'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (AF)
 KY3505'COLLEGE 1959 GOOD, NOW WITNESS IN LAWN.
 KY3505'COLLEGE 1-1959
 KY3505'GOOD, NOW WITNESS IN LAWN.
 KY3505'COLLEGE 2-1959 GOOD, NOW WITNESS
 KY3505'IN LAWN.
 KY3505'AZI. COLLEGE-1959 GOOD, REMOVED WITNESS POST.
 KY3505'
 KY3505'RECOMMEND AZIMUTH BE MOVED.  THE STATION CAN NOT BE SEEN FROM THE
 KY3505'AZIMUTH AND IT IS
 KY3505'IN A PARKING AREA FOR THE GOLF COURSE, CARS ARE
 KY3505'RUNNING OVER IT.
 KY3505'
 KY3505'DISTANCE AND DIRECTION FROM NEAREST TOWN- WOOSTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3197 ***********************************************************************
 JZ3197  DESIGNATION -  COLLEGE HILL METH HOME N SPIRE
 JZ3197  PID         -  JZ3197
 JZ3197  STATE/COUNTY-  OH/HAMILTON
 JZ3197  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3197
 JZ3197                         *CURRENT SURVEY CONTROL
 JZ3197  ___________________________________________________________________
 JZ3197* NAD 83(1995)-  39 11 13.31409(N)    084 32 48.01335(W)     ADJUSTED  
 JZ3197* NAVD 88     -                                                        
 JZ3197  ___________________________________________________________________
 JZ3197  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JZ3197  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ3197
 JZ3197  HORZ ORDER  -  THIRD
 JZ3197
 JZ3197.The horizontal coordinates were established by classical geodetic methods
 JZ3197.and adjusted by the National Geodetic Survey in April 1998..
 JZ3197
 JZ3197
 JZ3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3197
 JZ3197.The geoid height was determined by GEOID03.
 JZ3197
 JZ3197;                    North         East     Units Scale Factor Converg.
 JZ3197;SPC OH S     -   133,779.811   423,197.444   MT  0.99994181   -1 17 55.1
 JZ3197;UTM  16      - 4,340,399.367   711,890.888   MT  1.00015286   +1 33 02.6
 JZ3197
 JZ3197                          SUPERSEDED SURVEY CONTROL
 JZ3197
 JZ3197  NAD 83(1995)-  39 11 13.32018(N)    084 32 48.02089(W) AD(       ) 4
 JZ3197  NAD 83(1986)-  39 11 13.31783(N)    084 32 48.02446(W) AD(       ) 4
 JZ3197  NAD 27      -  39 11 13.10700(N)    084 32 48.22500(W) AD(       ) 3
 JZ3197
 JZ3197.Superseded values are not recommended for survey control.
 JZ3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3197.See file dsdata.txt to determine how the superseded data were derived.
 JZ3197
 JZ3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1189140399(NAD 83)
 JZ3197_MARKER: 89 = SPIRE
 JZ3197
 JZ3197  HISTORY     - Date     Condition        Report By
 JZ3197  HISTORY     - 1912     FIRST OBSERVED   CGS
 JZ3197  HISTORY     - 1947     GOOD             CGS
 JZ3197  HISTORY     - 20041104 GOOD             GEOCAC
 JZ3197
 JZ3197                          STATION DESCRIPTION
 JZ3197
 JZ3197'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 JZ3197'THE TIP OF THE CUPOLA ON THE LARGE BRICK BUILDING, THE METHODIST HOME
 JZ3197'FOR THE AGED, ON THE WEST SIDE OF HAMILTON AVENUE IN THE
 JZ3197'SOUTH PART OF COLLEGE HILL.
 JZ3197
 JZ3197                          STATION RECOVERY (1947)
 JZ3197
 JZ3197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3197'THIS IS AN INTERSECTION STATION.
 JZ3197'
 JZ3197'THE STATION IS LOCATED AT 5343 HAMILTON AVE. AT WINDERMERE WAY IN THE
 JZ3197'COLLEGE HILL SECTION OF THE CITY OF CINCINNATI.  THE BUILDING IS OF
 JZ3197'YELLOW BRICK CONSTRUCTION, THREE(3)SECTIONS FACING EAST ON HAMILTON
 JZ3197'AVE.
 JZ3197'
 JZ3197'THE POINT OF INTERSECTION WAS A CROSS ON THE NORTH SECTION OF THE
 JZ3197'BUILDING, PAINTED GREEN, 151 FT. 9 IN. IN HEIGHT.
 JZ3197'
 JZ3197'OFFICE NOTE- PROBABLY THE SAME STATION AS COLLEGE HILL METHODIST
 JZ3197'HOME, 1912.
 JZ3197
 JZ3197                          STATION RECOVERY (2004)
 JZ3197
 JZ3197'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ3197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3201 ***********************************************************************
 JZ3201  DESIGNATION -  COLLEGE HILL METH HOME S SPIRE
 JZ3201  PID         -  JZ3201
 JZ3201  STATE/COUNTY-  OH/HAMILTON
 JZ3201  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3201
 JZ3201                         *CURRENT SURVEY CONTROL
 JZ3201  ___________________________________________________________________
 JZ3201* NAD 83(1995)-  39 11 12.77266(N)    084 32 48.47210(W)     ADJUSTED  
 JZ3201* NAVD 88     -                                                        
 JZ3201  ___________________________________________________________________
 JZ3201  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JZ3201  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ3201
 JZ3201  HORZ ORDER  -  THIRD
 JZ3201
 JZ3201.The horizontal coordinates were established by classical geodetic methods
 JZ3201.and adjusted by the National Geodetic Survey in April 1998..
 JZ3201
 JZ3201
 JZ3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3201
 JZ3201.The geoid height was determined by GEOID03.
 JZ3201
 JZ3201;                    North         East     Units Scale Factor Converg.
 JZ3201;SPC OH S     -   133,763.368   423,186.060   MT  0.99994182   -1 17 55.4
 JZ3201;UTM  16      - 4,340,382.375   711,880.333   MT  1.00015280   +1 33 02.3
 JZ3201
 JZ3201                          SUPERSEDED SURVEY CONTROL
 JZ3201
 JZ3201  NAD 83(1995)-  39 11 12.77875(N)    084 32 48.47961(W) AD(       ) 4
 JZ3201  NAD 83(1986)-  39 11 12.77629(N)    084 32 48.48326(W) AD(       ) 4
 JZ3201  NAD 27      -  39 11 12.56600(N)    084 32 48.68300(W) AD(       ) 3
 JZ3201
 JZ3201.Superseded values are not recommended for survey control.
 JZ3201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3201.See file dsdata.txt to determine how the superseded data were derived.
 JZ3201
 JZ3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1188040382(NAD 83)
 JZ3201_MARKER: 89 = SPIRE
 JZ3201
 JZ3201  HISTORY     - Date     Condition        Report By
 JZ3201  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3201  HISTORY     - 20041104 GOOD             GEOCAC
 JZ3201
 JZ3201                          STATION DESCRIPTION
 JZ3201
 JZ3201'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3201'THIS IS AN INTERSECTION STATION.
 JZ3201'
 JZ3201'THE STATION IS LOCATED AT 5343 HAMILTON AVE AND WINDERMERE WAY IN THE
 JZ3201'COLLEGE HILL SECTION OF THE CITY OF CINCINNATI.  THE BUILDING IS OF
 JZ3201'YELLOW BRICK CONSTRUCTION, THREE,3,SECTIONS FACING EAST ON HAMILTON
 JZ3201'AVE.
 JZ3201'
 JZ3201'THE POINT OF INTERSECTION WAS A CROSS ON THE SOUTH SECTION OF THE
 JZ3201'BUILDING, PAINTED GREEN, 151 FT. 9IN. IN HEIGHT.
 JZ3201
 JZ3201                          STATION RECOVERY (2004)
 JZ3201
 JZ3201'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ3201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1345 ***********************************************************************
 MB1345  DESIGNATION -  COLLIER
 MB1345  PID         -  MB1345
 MB1345  STATE/COUNTY-  OH/SUMMIT
 MB1345  USGS QUAD   -  AKRON WEST (1994)
 MB1345
 MB1345                         *CURRENT SURVEY CONTROL
 MB1345  ___________________________________________________________________
 MB1345* NAD 83(1995)-  41 05 00.26829(N)    081 35 18.25242(W)     ADJUSTED  
 MB1345* NAVD 88     -       297.604  (meters)     976.39   (feet)  ADJUSTED  
 MB1345  ___________________________________________________________________
 MB1345  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 MB1345  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB1345  DYNAMIC HT  -         297.473 (meters)     975.96  (feet)  COMP
 MB1345  MODELED GRAV-     980,176.7   (mgal)                       NAVD 88
 MB1345
 MB1345  HORZ ORDER  -  FIRST
 MB1345  VERT ORDER  -  FIRST     CLASS II
 MB1345
 MB1345.The horizontal coordinates were established by classical geodetic methods
 MB1345.and adjusted by the National Geodetic Survey in April 1998..
 MB1345
 MB1345.The orthometric height was determined by differential leveling
 MB1345.and adjusted by the National Geodetic Survey in June 1991..
 MB1345
 MB1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1345
 MB1345.The geoid height was determined by GEOID03.
 MB1345
 MB1345.The dynamic height is computed by dividing the NAVD 88
 MB1345.geopotential number by the normal gravity value computed on the
 MB1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1345.degrees latitude (g = 980.6199 gals.).
 MB1345
 MB1345.The modeled gravity was interpolated from observed gravity values.
 MB1345
 MB1345;                    North         East     Units Scale Factor Converg.
 MB1345;SPC OH N     -   157,723.661   676,594.523   MT  0.99993918   +0 35 55.9
 MB1345;UTM  17      - 4,548,182.968   450,576.684   MT  0.99963006   -0 23 12.1
 MB1345
 MB1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1345!SPC OH N     -   0.99995856  x   0.99993918  =   0.99989774
 MB1345!UTM  17      -   0.99995856  x   0.99963006  =   0.99958863
 MB1345
 MB1345:                Primary Azimuth Mark                     Grid Az
 MB1345:SPC OH N     -  WRIGHT                                   180 21 34.9
 MB1345:UTM  17      -  WRIGHT                                   181 20 42.9
 MB1345
 MB1345|---------------------------------------------------------------------|
 MB1345| PID    Reference Object                     Distance      Geod. Az  |
 MB1345|                                                           dddmmss.s |
 MB1345| MB1342 WRIGHT                              APPROX. 1.1 KM 1805730.8 |
 MB1345|---------------------------------------------------------------------|
 MB1345
 MB1345                          SUPERSEDED SURVEY CONTROL
 MB1345
 MB1345  NAD 83(1986)-  41 05 00.27561(N)    081 35 18.25457(W) AD(       ) 1
 MB1345  NAD 27      -  41 05 00.08187(N)    081 35 18.81696(W) AD(       ) 1
 MB1345  NGVD 29 (??/??/92)  297.802  (m)          977.04   (f) ADJ UNCH    1 2
 MB1345
 MB1345.Superseded values are not recommended for survey control.
 MB1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1345.See file dsdata.txt to determine how the superseded data were derived.
 MB1345
 MB1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5057748183(NAD 83)
 MB1345_MARKER: DD = SURVEY DISK
 MB1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1345_STAMPING: COLLIER
 MB1345_MARK LOGO: OH0070
 MB1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1345+STABILITY: SURFACE MOTION
 MB1345
 MB1345  HISTORY     - Date     Condition        Report By
 MB1345  HISTORY     - 1963     MONUMENTED       OH0070
 MB1345  HISTORY     - 1963     GOOD             CGS
 MB1345
 MB1345                          STATION DESCRIPTION
 MB1345
 MB1345'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1345'THE STATION IS LOCATED AT THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 MB1345'COLLIER ROAD AND COPLEY ROAD,
 MB1345'ABOUT 3-3/4 MILES WEST OF DOWNTOWN AKRON, 21 FEET NORTHEAST OF A
 MB1345'POWER POLE, 15 FEET WEST OF THE
 MB1345'CENTERLINE OF COLLIER ROAD, AND 11.7 FEET SOUTH OF THE CENTERLINE
 MB1345'OF COPLEY ROAD.  IT IS A CITY OF AKRON DISK
 MB1345'STAMPED COLLIER, SET IN THE TOP OF A
 MB1345'6 INCH SQUARE CONCRETE POST THAT IS 5 INCHES BELOW THE SURFACE
 MB1345'OF A 3 FOOT SQUARE OF CONCRETE
 MB1345'AND WITH A 9 INCH IRON COVER.
 MB1345
 MB1345                          STATION RECOVERY (1963)
 MB1345
 MB1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MB1345'AT AKRON.
 MB1345'AT AKRON, IN THE WESTERN PART OF THE CITY, NEAR THE INTERSECTION
 MB1345'OF COLLIER AND COPLEY ROAD, 15 FEET WEST OF THE CENTER LINE OF
 MB1345'COLLIER ROAD, 11.7 FEET SOUTH OF THE CENTER LINE OF COPLEY ROAD,
 MB1345'21 FEET NORTHEAST OF A POWER LINE POLE, SET IN THE TOP OF A
 MB1345'CONCRETE POST 5 INCHES BELOW THE SURFACE OF THE ROAD AND COVERED
 MB1345'WITH A 9 INCH IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2086 ***********************************************************************
 JX2086  DESIGNATION -  COLLINS
 JX2086  PID         -  JX2086
 JX2086  STATE/COUNTY-  OH/WASHINGTON
 JX2086  USGS QUAD   -  NEW MATAMORAS (1994)
 JX2086
 JX2086                         *CURRENT SURVEY CONTROL
 JX2086  ___________________________________________________________________
 JX2086* NAD 83(1995)-  39 30 09.97118(N)    081 05 18.19967(W)     ADJUSTED  
 JX2086* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 JX2086  ___________________________________________________________________
 JX2086  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 JX2086  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JX2086
 JX2086  HORZ ORDER  -  THIRD
 JX2086
 JX2086.The horizontal coordinates were established by classical geodetic methods
 JX2086.and adjusted by the National Geodetic Survey in April 1998..
 JX2086
 JX2086.The orthometric height was scaled from a topographic map.
 JX2086
 JX2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2086
 JX2086.The geoid height was determined by GEOID03.
 JX2086
 JX2086;                    North         East     Units Scale Factor Converg.
 JX2086;SPC OH S     -   167,776.678   721,400.219   MT  0.99993804   +0 53 44.5
 JX2086;SPC WV N     -   112,532.022   463,397.570   MT  0.99994304   -1 00 46.9
 JX2086;UTM  17      - 4,372,575.628   492,400.719   MT  0.99960071   -0 03 22.4
 JX2086
 JX2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2086!SPC OH S     -   0.99997522  x   0.99993804  =   0.99991326
 JX2086!SPC WV N     -   0.99997522  x   0.99994304  =   0.99991826
 JX2086!UTM  17      -   0.99997522  x   0.99960071  =   0.99957593
 JX2086
 JX2086|---------------------------------------------------------------------|
 JX2086| PID    Reference Object                     Distance      Geod. Az  |
 JX2086|                                                           dddmmss.s |
 JX2086| CC9800 COLLINS RM 1                          7.324 METERS 03513     |
 JX2086| JX2104 WELLS                               APPROX. 1.6 KM 1111535.3 |
 JX2086| CC9801 COLLINS RM 2                          5.912 METERS 12344     |
 JX2086|---------------------------------------------------------------------|
 JX2086
 JX2086                          SUPERSEDED SURVEY CONTROL
 JX2086
 JX2086  NAD 83(1986)-  39 30 09.97666(N)    081 05 18.20852(W) AD(       ) 3
 JX2086  NAD 27      -  39 30 09.70700(N)    081 05 18.79330(W) AD(       ) 3
 JX2086
 JX2086.Superseded values are not recommended for survey control.
 JX2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2086.See file dsdata.txt to determine how the superseded data were derived.
 JX2086
 JX2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD9240172576(NAD 83)
 JX2086_MARKER: DS = TRIANGULATION STATION DISK
 JX2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2086
 JX2086  HISTORY     - Date     Condition        Report By
 JX2086  HISTORY     - 1963     MONUMENTED       CGS
 JX2086
 JX2086                          STATION DESCRIPTION
 JX2086
 JX2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2086'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF THE CENTER OF NEW
 JX2086'MATAMORAS, 0.5 MILE SOUTHWEST
 JX2086'OF THE SMALL COMMUNITY OF GRANDVIEW, AND ABOUT 0.2 MILE WEST OF THE
 JX2086'WEST BANK OF THE OHIO RIVER.  IT IS
 JX2086'18 FEET NORTH OF A 36 INCH MAPLE TREE WITH A WITNESS
 JX2086'SIGN ON THE EAST SIDE, 20 FEET NORTHWEST OF THE
 JX2086'CENTERLINE OF A DRIVEWAY, 29 FEET SOUTHWEST
 JX2086'OF A 20 INCH SPRUCE TREE, 52 FEET NORTHWEST OF THE CENTERLINE OF
 JX2086'STATE HIGHWAY 7, AND 46 FEET
 JX2086'NORTHEAST OF THE NORTHEAST CORNER OF A TWO STORY BRICK HOUSE.  THE
 JX2086'MONUMENT IS FLUSH AND THE DISK IS
 JX2086'STAMPED COLLINS 1963.  IT IS ON THE PROPERTY OF MR. E.W.
 JX2086'COLLINS.
 JX2086'
 JX2086'TO REACH FROM THE POST OFFICE IN NEW MATAMORAS, GO SOUTHWESTERLY ON
 JX2086'STATE HIGHWAY 7 FOR 2.05 MILES
 JX2086'TO THE STATION ON THE RIGHT AS DESCRIBED.
 JX2086'
 JX2086'REFERENCE MARK 1 IS 39 FEET NORTHEAST OF THE 36 INCH MAPLE TREE, 4
 JX2086'FEET SOUTHWEST OF THE 20 INCH
 JX2086'SPRUCE TREE, AND 53 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 JX2086'7.  THE MONUMENT IS FLUSH AND THE
 JX2086'DISK IS STAMPED COLLINS NO 1 1963.
 JX2086'
 JX2086'REFERENCE MARK 2 IS 33 FEET NORTHWEST OF THE CENTERLINE OF STATE
 JX2086'HIGHWAY 7, 14 FEET EAST OF
 JX2086'THE 36 INCH MAPLE TREE, AND 21 FEET NORTHEAST OF THE CENTERLINE OF
 JX2086'THE DRIVEWAY.  THE MONUMENT IS
 JX2086'FLUSH AND THE DISK IS STAMPED COLLINS NO 2 1963.
 JX2086'
 JX2086'V.G. STATION CAN BE USED AS AN AZIMUTH MARK.
 JX2086'
 JX2086'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1496 ***********************************************************************
 MC1496  DESIGNATION -  COLTON RESET
 MC1496  PID         -  MC1496
 MC1496  STATE/COUNTY-  OH/HENRY
 MC1496  USGS QUAD   -  COLTON (1977)
 MC1496
 MC1496                         *CURRENT SURVEY CONTROL
 MC1496  ___________________________________________________________________
 MC1496* NAD 83(1995)-  41 27 39.38202(N)    083 58 13.30706(W)     ADJUSTED  
 MC1496* NAVD 88     -       212.7    (meters)     698.     (feet)  GPS OBS   
 MC1496  ___________________________________________________________________
 MC1496  X           -     502,838.621 (meters)                     COMP
 MC1496  Y           -  -4,760,501.377 (meters)                     COMP
 MC1496  Z           -   4,201,039.592 (meters)                     COMP
 MC1496  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 MC1496  ELLIP HEIGHT-         177.35  (meters)          (10/07/05) GPS OBS
 MC1496  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 MC1496
 MC1496  HORZ ORDER  -  FIRST
 MC1496  ELLP ORDER  -  FOURTH    CLASS I
 MC1496
 MC1496.The horizontal coordinates were established by classical geodetic methods
 MC1496.and adjusted by the National Geodetic Survey in April 1998..
 MC1496
 MC1496.The orthometric height was determined by GPS observations and a
 MC1496.high-resolution geoid model.
 MC1496
 MC1496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1496
 MC1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1496
 MC1496.The ellipsoidal height was determined by GPS observations
 MC1496.and is referenced to NAD 83.
 MC1496
 MC1496.The geoid height was determined by GEOID03.
 MC1496
 MC1496;                    North         East     Units Scale Factor Converg.
 MC1496;SPC OH N     -   200,284.951   477,166.983   MT  0.99996265   -0 57 57.4
 MC1496;UTM  17      - 4,594,187.497   251,922.473   MT  1.00035744   -1 58 03.7
 MC1496;UTM  16      - 4,594,359.296   753,028.505   MT  1.00038798   +2 00 25.2
 MC1496
 MC1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1496!SPC OH N     -   0.99997218  x   0.99996265  =   0.99993483
 MC1496!UTM  17      -   0.99997218  x   1.00035744  =   1.00032961
 MC1496!UTM  16      -   0.99997218  x   1.00038798  =   1.00036015
 MC1496
 MC1496|---------------------------------------------------------------------|
 MC1496| PID    Reference Object                     Distance      Geod. Az  |
 MC1496|                                                           dddmmss.s |
 MC1496| AJ1618 COLTON RM 1                          24.369 METERS 00546     |
 MC1496| AJ1620 COLTON AZ MK                                       1175737.2 |
 MC1496| AJ1619 COLTON RM 2                          40.913 METERS 15841     |
 MC1496| MD1748 LIBERTY CENTER MUNICIPAL TANK       APPROX. 3.7 KM 2355515.8 |
 MC1496| MD1749 NAPOLEON HENRY BLDG CLOCK TWR       APPROX.15.0 KM 2385249.6 |
 MC1496| MD1743 WAUSEON MUN WATER WORKS STACK       APPROX.15.9 KM 2940200.3 |
 MC1496| MD1744 WAUSEON MUNICIPAL STANDPIPE         APPROX.17.6 KM 3035626.7 |
 MC1496|---------------------------------------------------------------------|
 MC1496
 MC1496                          SUPERSEDED SURVEY CONTROL
 MC1496
 MC1496  ELLIP H (04/01/98)  177.41   (m)                       GP(       ) 4 1
 MC1496  NAD 83(1995)-  41 27 39.38196(N)    083 58 13.30689(W) AD(       ) 1
 MC1496  NAD 83(1986)-  41 27 39.39135(N)    083 58 13.31761(W) AD(       ) 1
 MC1496  NAD 27      -  41 27 39.20200(N)    083 58 13.51500(W) AD(       ) 1
 MC1496
 MC1496.Superseded values are not recommended for survey control.
 MC1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1496.See file dsdata.txt to determine how the superseded data were derived.
 MC1496
 MC1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5192294187(NAD 83)
 MC1496_MARKER: DH = HORIZONTAL CONTROL DISK
 MC1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1496_STAMPING: COLTON 1943 1981
 MC1496_MARK LOGO: NGS   
 MC1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1496+STABILITY: SURFACE MOTION
 MC1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1496+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1996
 MC1496
 MC1496  HISTORY     - Date     Condition        Report By
 MC1496  HISTORY     - 1981     MONUMENTED       NGS
 MC1496  HISTORY     - 19960130 GOOD             WOOLPT
 MC1496
 MC1496                          STATION DESCRIPTION
 MC1496
 MC1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 MC1496'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 MC1496'THE SURFACE STATION MARK WAS FOUND DISTURBED AND WAS RESET HOLDING THE
 MC1496'UNDERGROUND POINT.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED
 MC1496'DESTROYED BY FARMING.  THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT
 MC1496'THE DISTANCE WAS FOUND TO BE IN ERROR BY 0.02 M (0.07 FT) A NEW
 MC1496'DESCRIPTION FOLLOWS AND REFERENCE MARK 3 WAS SET.
 MC1496'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF LIBERTY
 MC1496'CENTER, IN THE CENTER OF A GRAVEL DRIVEWAY, ON THE PROPERTY OF ANDRE
 MC1496'BAYER, RTE NO 2, BOX 456, LIBERTY CENTER, OHIO, 43532, 9.8 M (32.2 FT)
 MC1496'WEST OF THE CENTER LINE OF COUNTY ROAD 5 B, 19.2 M (63.0 FT) SOUTHEAST
 MC1496'OF THE NORTHEAST CORNER OF A HOUSE, 13.7 M (44.9 FT) NORTHEAST OF THE
 MC1496'SOUTHEAST CORNER OF THE HOUSE, 29.0 M (95.1 FT) SOUTH OF A CONCRETE
 MC1496'FENCE CORNER POST AND 14.0 M (45.9 FT) NORTHEAST OF A 0.3 M (1.0 FT)
 MC1496'MAPLE TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---COLTON
 MC1496'1943 1981---.
 MC1496'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE CENTER OF
 MC1496'LIBERTY CENTER, GO NORTH ON STATE HIGHWAY 109 FOR 1.5 KM (0.95 MI) TO
 MC1496'A CROSSROAD.  TURN RIGHT AND GO EAST ON COUNTY ROAD U FOR 4.8 KM (3.00
 MC1496'MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH ON COUNTY ROAD 5 B FOR 0.3
 MC1496'KM (0.20 MI) TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 MC1496'FROM THE JUNCTION OF COUNTY ROADS U AND 5 B, GO EAST ON ROAD U FOR 0.6
 MC1496'KM (0.35 MI) TO THE MARK ON THE RIGHT.
 MC1496'REFERENCE MARK 1 IS 24.4 M (80.1 FT) NORTH OF THE CENTERLINE OF THE
 MC1496'DRIVEWAY, 18.0 M (59.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 MC1496'HOUSE, 7.3 M (24.0 FT) WEST OF THE CENTERLINE OF THE ROAD, 2.1 M (6.9
 MC1496'FT) WEST OF A METAL WITNESS POST AND A TELEPHONE POLE AND 4.6 M (15.1
 MC1496'FT) SOUTH OF THE CONCRETE FENCE CORNER POST.  THE MONUMENT IS 0.1 M
 MC1496'(0.3 FT) UNDERGROUND AND THE DISK IS STAMPED---COLTON NO 1 1943---.
 MC1496'REFERENCE MARK 3 IS 0.3 M (1.0 FT) SOUTH OF A METAL WITNESS POST, 0.6
 MC1496'M (2.0 FT) NORTH OF A POWER LINE TRANSFORMER POLE AND 5.8 M (19.0 FT)
 MC1496'EAST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 0.15 M
 MC1496'(0.49 FT) AND THE DISK IS STAMPED---COLTON 1943 NO 3 1981---.
 MC1496'THE AZIMUTH MARK IS 10.7 M (35.1 FT) WEST OF A TELEPHONE POLE, 29.6 M
 MC1496'(97.1 FT) EAST OF A TELEPHONE POLE, 54.3 M (178.1 FT) WEST OF A CATCH
 MC1496'BASIN ON THE SOUTH SIDE OF THE ROAD, 0.3 M (1.0 FT) EAST OF A METAL
 MC1496'WITNESS POST AND 9.1 M (29.9 FT) SOUTH OF THE CENTERLINE OF THE ROAD.
 MC1496'THE MONUMENT PROJECTS 0.2 M (0.7 FT) AND THE DISK IS STAMPED--COLTON
 MC1496'1943---.
 MC1496
 MC1496                          STATION RECOVERY (1996)
 MC1496
 MC1496'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BS)
 MC1496'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0878 ***********************************************************************
 JY0878  DESIGNATION -  COLUMBUS BM
 JY0878  PID         -  JY0878
 JY0878  STATE/COUNTY-  OH/FRANKLIN
 JY0878  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 JY0878
 JY0878                         *CURRENT SURVEY CONTROL
 JY0878  ___________________________________________________________________
 JY0878* NAD 83(1986)-  39 57 43.     (N)    083 00 13.     (W)     SCALED    
 JY0878* NAVD 88     -       223.724  (meters)     734.00   (feet)  ADJUSTED  
 JY0878  ___________________________________________________________________
 JY0878  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JY0878  DYNAMIC HT  -         223.600 (meters)     733.59  (feet)  COMP
 JY0878  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 JY0878
 JY0878  VERT ORDER  -  FIRST     CLASS I
 JY0878
 JY0878.The horizontal coordinates were scaled from a topographic map and have
 JY0878.an estimated accuracy of +/- 6 seconds.
 JY0878
 JY0878.The orthometric height was determined by differential leveling
 JY0878.and adjusted by the National Geodetic Survey in June 1991..
 JY0878.WARNING-Repeat measurements at this control monument indicate possible
 JY0878.vertical movement.
 JY0878
 JY0878.The geoid height was determined by GEOID03.
 JY0878
 JY0878.The dynamic height is computed by dividing the NAVD 88
 JY0878.geopotential number by the normal gravity value computed on the
 JY0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0878.degrees latitude (g = 980.6199 gals.).
 JY0878
 JY0878.The modeled gravity was interpolated from observed gravity values.
 JY0878
 JY0878;                    North         East    Units  Estimated Accuracy
 JY0878;SPC OH S     -   217,930.      556,970.      MT  (+/- 180 meters Scaled)
 JY0878
 JY0878                          SUPERSEDED SURVEY CONTROL
 JY0878
 JY0878  NGVD 29 (??/??/92)  223.907  (m)          734.60   (f) ADJ UNCH    1 1
 JY0878
 JY0878.Superseded values are not recommended for survey control.
 JY0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0878.See file dsdata.txt to determine how the superseded data were derived.
 JY0878
 JY0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE288254(NAD 83)
 JY0878_MARKER: DB = BENCH MARK DISK
 JY0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0878_STAMPING: COLUMBUS 1934
 JY0878_MARK LOGO: CGS   
 JY0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0878+STABILITY: SURFACE MOTION
 JY0878
 JY0878  HISTORY     - Date     Condition        Report By
 JY0878  HISTORY     - 1934     MONUMENTED       CGS
 JY0878  HISTORY     - 1967     GOOD             CGS
 JY0878
 JY0878                          STATION DESCRIPTION
 JY0878
 JY0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0878'AT COLUMBUS.
 JY0878'AT COLUMBUS, ABOUT 0.2 MILE WEST ALONG WEST BROAD AVENUE FROM THE
 JY0878'STATE CAPITOL BUILDING, AT THE INTERSECTION OF WEST BROAD AVE AND
 JY0878'CIVIC CENTER BLVD, IN THE SOUTHWEST CORNER OF THE LAWN OF THE
 JY0878'COLUMBUS CITY HALL, 24.2 FEET NORTH OF THE NORTH CURB OF WEST BROAD
 JY0878'AVE, 15.5 FEET NORTHEAST OF THE NORTHEAST CURB OF CIVIC CENTER BLVD,
 JY0878'3.1 FEET NORTHEAST OF THE NORTHEAST FACE OF THE GRANITE WALL
 JY0878'AROUND THE LAWN, ABOUT 4 FEET ABOVE THE LEVEL OF THE AVENUE AND SET
 JY0878'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL
 JY0878'OF THE GROUND.  GROUNDSKEEPER POINTED OUT THIS MARK.  NO DESCRIPTION
 JY0878'AVAILABLE AT OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7184 ***********************************************************************
 AJ7184  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7184  DESIGNATION -  COLUMBUS CORS ARP
 AJ7184  CORS_ID     -  COLB
 AJ7184  PID         -  AJ7184
 AJ7184  STATE/COUNTY-  OH/FRANKLIN
 AJ7184  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 AJ7184
 AJ7184                         *CURRENT SURVEY CONTROL
 AJ7184  ___________________________________________________________________
 AJ7184* NAD 83(CORS)-  39 57 35.11258(N)    083 02 44.74745(W)     ADJUSTED  
 AJ7184* NAVD 88     -                                                        
 AJ7184  ___________________________________________________________________
 AJ7184  EPOCH DATE  -        2002.00
 AJ7184  X           -     592,757.052 (meters)                     COMP
 AJ7184  Y           -  -4,859,704.798 (meters)                     COMP
 AJ7184  Z           -   4,074,681.064 (meters)                     COMP
 AJ7184  ELLIP HEIGHT-         186.46  (meters)          (03/??/02) GPS OBS
 AJ7184  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 AJ7184
 AJ7184  HORZ ORDER  -  SPECIAL (CORS)
 AJ7184  ELLP ORDER  -  SPECIAL (CORS)
 AJ7184
 AJ7184.ITRF positions are available for this station.
 AJ7184.The coordinates were established by GPS observations
 AJ7184.and adjusted by the National Geodetic Survey in March 2002..
 AJ7184.The coordinates are valid at the epoch date displayed above.
 AJ7184.The epoch date for horizontal control is a decimal equivalence
 AJ7184.of Year/Month/Day.
 AJ7184
 AJ7184
 AJ7184.The PID for the CORS L1 Phase Center is DF9317.
 AJ7184
 AJ7184.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7184
 AJ7184.The ellipsoidal height was determined by GPS observations
 AJ7184.and is referenced to NAD 83.
 AJ7184
 AJ7184.The geoid height was determined by GEOID03.
 AJ7184
 AJ7184;                    North         East     Units Scale Factor Converg.
 AJ7184;SPC OH S     -   217,705.138   553,368.751   MT  0.99998627   -0 20 46.7
 AJ7184
 AJ7184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7184!SPC OH S     -   0.99997075  x   0.99998627  =   0.99995702
 AJ7184
 AJ7184                          SUPERSEDED SURVEY CONTROL
 AJ7184
 AJ7184  NAD 83(CORS)-  39 57 35.11258(N)    083 02 44.74744(W) AD(1997.00) c
 AJ7184  ELLIP H (01/??/02)  186.46   (m)                       GP(1997.00) c c
 AJ7184
 AJ7184.Superseded values are not recommended for survey control.
 AJ7184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7184.See file dsdata.txt to determine how the superseded data were derived.
 AJ7184
 AJ7184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2526525294(NAD 83)
 AJ7184_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7184
 AJ7184                          STATION DESCRIPTION
 AJ7184
 AJ7184'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ7184'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7184'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7184'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7184'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7184'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF9317 ***********************************************************************
 DF9317  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9317  DESIGNATION -  COLUMBUS CORS L1 PHASE CENTER
 DF9317  CORS_ID     -  COLB
 DF9317  PID         -  DF9317
 DF9317  STATE/COUNTY-  OH/FRANKLIN
 DF9317  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 DF9317
 DF9317                         *CURRENT SURVEY CONTROL
 DF9317  ___________________________________________________________________
 DF9317* NAD 83(CORS)-  39 57 35.11261(N)    083 02 44.74737(W)     ADJUSTED  
 DF9317* NAVD 88     -                                                        
 DF9317  ___________________________________________________________________
 DF9317  EPOCH DATE  -        2002.00
 DF9317  X           -     592,757.064 (meters)                     COMP
 DF9317  Y           -  -4,859,704.880 (meters)                     COMP
 DF9317  Z           -   4,074,681.135 (meters)                     COMP
 DF9317  ELLIP HEIGHT-         186.57  (meters)          (03/??/02) GPS OBS
 DF9317  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DF9317
 DF9317  HORZ ORDER  -  SPECIAL (CORS)
 DF9317  ELLP ORDER  -  SPECIAL (CORS)
 DF9317
 DF9317.ITRF positions are available for this station.
 DF9317.The coordinates were established by GPS observations
 DF9317.and adjusted by the National Geodetic Survey in March 2002..
 DF9317.The coordinates are valid at the epoch date displayed above.
 DF9317.The epoch date for horizontal control is a decimal equivalence
 DF9317.of Year/Month/Day.
 DF9317
 DF9317
 DF9317.The PID for the CORS ARP is AJ7184.
 DF9317
 DF9317.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9317
 DF9317.The ellipsoidal height was determined by GPS observations
 DF9317.and is referenced to NAD 83.
 DF9317
 DF9317.The geoid height was determined by GEOID03.
 DF9317
 DF9317;                    North         East     Units Scale Factor Converg.
 DF9317;SPC OH S     -   217,705.139   553,368.753   MT  0.99998627   -0 20 46.7
 DF9317
 DF9317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9317!SPC OH S     -   0.99997073  x   0.99998627  =   0.99995700
 DF9317
 DF9317                          SUPERSEDED SURVEY CONTROL
 DF9317
 DF9317  NAD 83(CORS)-  39 57 35.11260(N)    083 02 44.74736(W) AD(1997.00) c
 DF9317  ELLIP H (01/??/02)  186.57   (m)                       GP(1997.00) c c
 DF9317
 DF9317.Superseded values are not recommended for survey control.
 DF9317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9317.See file dsdata.txt to determine how the superseded data were derived.
 DF9317
 DF9317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2526525294(NAD 83)
 DF9317_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF9317
 DF9317                          STATION DESCRIPTION
 DF9317
 DF9317'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF9317'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9317'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9317'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9317'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9317'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1831 ***********************************************************************
 KZ1831  DESIGNATION -  COLUMBUS PHILADELPH AWY BN 4B
 KZ1831  PID         -  KZ1831
 KZ1831  STATE/COUNTY-  OH/MUSKINGUM
 KZ1831  USGS QUAD   -  DRESDEN (1978)
 KZ1831
 KZ1831                         *CURRENT SURVEY CONTROL
 KZ1831  ___________________________________________________________________
 KZ1831* NAD 83(1995)-  40 02 32.06811(N)    082 01 25.62536(W)     ADJUSTED  
 KZ1831* NAVD 88     -                                                        
 KZ1831  ___________________________________________________________________
 KZ1831  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 KZ1831  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KZ1831
 KZ1831  HORZ ORDER  -  THIRD
 KZ1831
 KZ1831.The horizontal coordinates were established by classical geodetic methods
 KZ1831.and adjusted by the National Geodetic Survey in April 1998..
 KZ1831
 KZ1831
 KZ1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1831
 KZ1831.The geoid height was determined by GEOID03.
 KZ1831
 KZ1831;                    North         East     Units Scale Factor Converg.
 KZ1831;SPC OH S     -   226,830.314   640,640.666   MT  1.00000177   +0 18 07.8
 KZ1831;UTM  17      - 4,432,947.617   412,663.097   MT  0.99969390   -0 39 31.3
 KZ1831
 KZ1831                          SUPERSEDED SURVEY CONTROL
 KZ1831
 KZ1831  NAD 83(1986)-  40 02 32.07730(N)    082 01 25.63457(W) AD(       ) 4
 KZ1831  NAD 27      -  40 02 31.81500(N)    082 01 26.15200(W) AD(       ) 3
 KZ1831
 KZ1831.Superseded values are not recommended for survey control.
 KZ1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1831.See file dsdata.txt to determine how the superseded data were derived.
 KZ1831
 KZ1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1266332948(NAD 83)
 KZ1831_MARKER: 22 = AIRWAY BEACON
 KZ1831
 KZ1831  HISTORY     - Date     Condition        Report By
 KZ1831  HISTORY     - 1933     FIRST OBSERVED   CGS
 KZ1831
 KZ1831                          STATION DESCRIPTION
 KZ1831
 KZ1831'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1836 ***********************************************************************
 KZ1836  DESIGNATION -  COLUMBUS PHILADELPH AWY BN 3
 KZ1836  PID         -  KZ1836
 KZ1836  STATE/COUNTY-  OH/LICKING
 KZ1836  USGS QUAD   -  TOBOSO (1978)
 KZ1836
 KZ1836                         *CURRENT SURVEY CONTROL
 KZ1836  ___________________________________________________________________
 KZ1836* NAD 83(1995)-  40 01 23.12511(N)    082 14 54.77422(W)     ADJUSTED  
 KZ1836* NAVD 88     -                                                        
 KZ1836  ___________________________________________________________________
 KZ1836  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 KZ1836  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KZ1836
 KZ1836  HORZ ORDER  -  THIRD
 KZ1836
 KZ1836.The horizontal coordinates were established by classical geodetic methods
 KZ1836.and adjusted by the National Geodetic Survey in April 1998..
 KZ1836
 KZ1836
 KZ1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1836
 KZ1836.The geoid height was determined by GEOID03.
 KZ1836
 KZ1836;                    North         East     Units Scale Factor Converg.
 KZ1836;SPC OH S     -   224,626.617   621,465.117   MT  0.99999799   +0 09 34.4
 KZ1836;UTM  17      - 4,431,066.616   393,458.714   MT  0.99973974   -0 48 10.8
 KZ1836
 KZ1836                          SUPERSEDED SURVEY CONTROL
 KZ1836
 KZ1836  NAD 83(1986)-  40 01 23.13155(N)    082 14 54.78425(W) AD(       ) 4
 KZ1836  NAD 27      -  40 01 22.88800(N)    082 14 55.26300(W) AD(       ) 3
 KZ1836
 KZ1836.Superseded values are not recommended for survey control.
 KZ1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1836.See file dsdata.txt to determine how the superseded data were derived.
 KZ1836
 KZ1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9345931067(NAD 83)
 KZ1836_MARKER: 22 = AIRWAY BEACON
 KZ1836
 KZ1836  HISTORY     - Date     Condition        Report By
 KZ1836  HISTORY     - 1933     FIRST OBSERVED   CGS
 KZ1836
 KZ1836                          STATION DESCRIPTION
 KZ1836
 KZ1836'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1847 ***********************************************************************
 KZ1847  DESIGNATION -  COLUMBUS PHILADELPH AWY BN 2
 KZ1847  PID         -  KZ1847
 KZ1847  STATE/COUNTY-  OH/LICKING
 KZ1847  USGS QUAD   -  NEWARK (1982)
 KZ1847
 KZ1847                         *CURRENT SURVEY CONTROL
 KZ1847  ___________________________________________________________________
 KZ1847* NAD 83(1995)-  40 01 21.38851(N)    082 27 51.31044(W)     ADJUSTED  
 KZ1847* NAVD 88     -                                                        
 KZ1847  ___________________________________________________________________
 KZ1847  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 KZ1847  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KZ1847
 KZ1847  HORZ ORDER  -  THIRD
 KZ1847
 KZ1847.The horizontal coordinates were established by classical geodetic methods
 KZ1847.and adjusted by the National Geodetic Survey in April 1998..
 KZ1847
 KZ1847
 KZ1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1847
 KZ1847.The geoid height was determined by GEOID03.
 KZ1847
 KZ1847;                    North         East     Units Scale Factor Converg.
 KZ1847;SPC OH S     -   224,543.772   603,051.569   MT  0.99999790   +0 01 21.7
 KZ1847;UTM  17      - 4,431,293.364   375,050.661   MT  0.99979220   -0 56 30.4
 KZ1847
 KZ1847                          SUPERSEDED SURVEY CONTROL
 KZ1847
 KZ1847  NAD 83(1986)-  40 01 21.39498(N)    082 27 51.32102(W) AD(       ) 4
 KZ1847  NAD 27      -  40 01 21.17000(N)    082 27 51.76000(W) AD(       ) 3
 KZ1847
 KZ1847.Superseded values are not recommended for survey control.
 KZ1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1847.See file dsdata.txt to determine how the superseded data were derived.
 KZ1847
 KZ1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7505131293(NAD 83)
 KZ1847_MARKER: 22 = AIRWAY BEACON
 KZ1847
 KZ1847  HISTORY     - Date     Condition        Report By
 KZ1847  HISTORY     - 1933     FIRST OBSERVED   CGS
 KZ1847
 KZ1847                          STATION DESCRIPTION
 KZ1847
 KZ1847'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3417 ***********************************************************************
 KY3417  DESIGNATION -  COLUMBUS PHILADELPH AWY BN 9
 KY3417  PID         -  KY3417
 KY3417  STATE/COUNTY-  OH/BELMONT
 KY3417  USGS QUAD   -  FAIRVIEW (1994)
 KY3417
 KY3417                         *CURRENT SURVEY CONTROL
 KY3417  ___________________________________________________________________
 KY3417* NAD 83(1995)-  40 04 16.38356(N)    081 10 21.47793(W)     ADJUSTED  
 KY3417* NAVD 88     -                                                        
 KY3417  ___________________________________________________________________
 KY3417  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 KY3417  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY3417
 KY3417  HORZ ORDER  -  THIRD
 KY3417
 KY3417.The horizontal coordinates were established by classical geodetic methods
 KY3417.and adjusted by the National Geodetic Survey in April 1998..
 KY3417
 KY3417
 KY3417.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3417
 KY3417.The geoid height was determined by GEOID03.
 KY3417
 KY3417;                    North         East     Units Scale Factor Converg.
 KY3417;SPC OH S     -   230,772.824   713,227.960   MT  1.00000772   +0 50 32.1
 KY3417;SPC OH N     -    45,786.967   713,236.876   MT  1.00008905   +0 52 19.3
 KY3417;UTM  17      - 4,435,676.007   485,279.436   MT  0.99960267   -0 06 40.1
 KY3417
 KY3417                          SUPERSEDED SURVEY CONTROL
 KY3417
 KY3417  NAD 83(1986)-  40 04 16.38826(N)    081 10 21.48130(W) AD(       ) 4
 KY3417  NAD 27      -  40 04 16.15000(N)    081 10 22.11000(W) AD(       ) 3
 KY3417
 KY3417.Superseded values are not recommended for survey control.
 KY3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3417.See file dsdata.txt to determine how the superseded data were derived.
 KY3417
 KY3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME8527935676(NAD 83)
 KY3417_MARKER: 22 = AIRWAY BEACON
 KY3417
 KY3417  HISTORY     - Date     Condition        Report By
 KY3417  HISTORY     - 1933     FIRST OBSERVED   CGS
 KY3417
 KY3417                          STATION DESCRIPTION
 KY3417
 KY3417'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3438 ***********************************************************************
 KY3438  DESIGNATION -  COLUMBUS PHILADELPH AWY BN 6B
 KY3438  PID         -  KY3438
 KY3438  STATE/COUNTY-  OH/GUERNSEY
 KY3438  USGS QUAD   -  CAMBRIDGE (1994)
 KY3438
 KY3438                         *CURRENT SURVEY CONTROL
 KY3438  ___________________________________________________________________
 KY3438* NAD 83(1995)-  40 02 42.40521(N)    081 34 12.17606(W)     ADJUSTED  
 KY3438* NAVD 88     -                                                        
 KY3438  ___________________________________________________________________
 KY3438  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 KY3438  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY3438
 KY3438  HORZ ORDER  -  THIRD
 KY3438
 KY3438.The horizontal coordinates were established by classical geodetic methods
 KY3438.and adjusted by the National Geodetic Survey in April 1998..
 KY3438
 KY3438
 KY3438.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3438
 KY3438.The geoid height was determined by GEOID03.
 KY3438
 KY3438;                    North         East     Units Scale Factor Converg.
 KY3438;SPC OH S     -   227,450.627   679,358.611   MT  1.00000235   +0 35 24.3
 KY3438;UTM  17      - 4,432,919.931   451,372.693   MT  0.99962911   -0 22 00.4
 KY3438
 KY3438                          SUPERSEDED SURVEY CONTROL
 KY3438
 KY3438  NAD 83(1986)-  40 02 42.41163(N)    081 34 12.18322(W) AD(       ) 4
 KY3438  NAD 27      -  40 02 42.15200(N)    081 34 12.74100(W) AD(       ) 3
 KY3438
 KY3438.Superseded values are not recommended for survey control.
 KY3438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3438.See file dsdata.txt to determine how the superseded data were derived.
 KY3438
 KY3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME5137332920(NAD 83)
 KY3438_MARKER: 22 = AIRWAY BEACON
 KY3438
 KY3438  HISTORY     - Date     Condition        Report By
 KY3438  HISTORY     - 1933     FIRST OBSERVED   CGS
 KY3438
 KY3438                          STATION DESCRIPTION
 KY3438
 KY3438'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3448 ***********************************************************************
 KY3448  DESIGNATION -  COLUMBUS PHILADELPH AWY BN 5
 KY3448  PID         -  KY3448
 KY3448  STATE/COUNTY-  OH/MUSKINGUM
 KY3448  USGS QUAD   -  OTSEGO (1994)
 KY3448
 KY3448                         *CURRENT SURVEY CONTROL
 KY3448  ___________________________________________________________________
 KY3448* NAD 83(1995)-  40 02 53.82519(N)    081 47 43.79872(W)     ADJUSTED  
 KY3448* NAVD 88     -                                                        
 KY3448  ___________________________________________________________________
 KY3448  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 KY3448  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY3448
 KY3448  HORZ ORDER  -  THIRD
 KY3448
 KY3448.The horizontal coordinates were established by classical geodetic methods
 KY3448.and adjusted by the National Geodetic Survey in April 1998..
 KY3448
 KY3448
 KY3448.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3448
 KY3448.The geoid height was determined by GEOID03.
 KY3448
 KY3448;                    North         East     Units Scale Factor Converg.
 KY3448;SPC OH S     -   227,628.724   660,117.178   MT  1.00000299   +0 26 49.3
 KY3448;UTM  17      - 4,433,419.485   432,143.861   MT  0.99965668   -0 30 42.7
 KY3448
 KY3448                          SUPERSEDED SURVEY CONTROL
 KY3448
 KY3448  NAD 83(1986)-  40 02 53.82874(N)    081 47 43.81030(W) AD(       ) 4
 KY3448  NAD 27      -  40 02 53.55600(N)    081 47 44.34700(W) AD(       ) 3
 KY3448
 KY3448.Superseded values are not recommended for survey control.
 KY3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3448.See file dsdata.txt to determine how the superseded data were derived.
 KY3448
 KY3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3214433419(NAD 83)
 KY3448_MARKER: 22 = AIRWAY BEACON
 KY3448
 KY3448  HISTORY     - Date     Condition        Report By
 KY3448  HISTORY     - 1933     FIRST OBSERVED   CGS
 KY3448  HISTORY     - 1957     GOOD             CGS
 KY3448
 KY3448                          STATION DESCRIPTION
 KY3448
 KY3448'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KY3448'PREVIOUS DESCRIPTION TO THIS STATION NOT AVAILABLE.  THE STATION
 KY3448'WAS RECOVERED IN
 KY3448'GOOD CONDITION.  THE BEACON IS NO LONGER IN OPERATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1447 ***********************************************************************
 JY1447  DESIGNATION -  COLUMBUS SOUTH BASE
 JY1447  PID         -  JY1447
 JY1447  STATE/COUNTY-  OH/FRANKLIN
 JY1447  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 JY1447
 JY1447                         *CURRENT SURVEY CONTROL
 JY1447  ___________________________________________________________________
 JY1447* NAD 83(1995)-  39 53 46.80050(N)    083 05 09.48541(W)     ADJUSTED  
 JY1447* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 JY1447  ___________________________________________________________________
 JY1447  LAPLACE CORR-          -7.24  (seconds)                    DEFLEC99
 JY1447  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JY1447
 JY1447  HORZ ORDER  -  FIRST
 JY1447
 JY1447.The horizontal coordinates were established by classical geodetic methods
 JY1447.and adjusted by the National Geodetic Survey in April 1998..
 JY1447
 JY1447.The orthometric height was scaled from a topographic map.
 JY1447
 JY1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1447
 JY1447.The geoid height was determined by GEOID03.
 JY1447
 JY1447;                    North         East     Units Scale Factor Converg.
 JY1447;SPC OH S     -   210,685.216   549,887.898   MT  0.99997577   -0 22 18.5
 JY1447;UTM  17      - 4,418,334.033   321,666.348   MT  0.99999154   -1 20 17.9
 JY1447
 JY1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1447!SPC OH S     -   0.99996529  x   0.99997577  =   0.99994106
 JY1447!UTM  17      -   0.99996529  x   0.99999154  =   0.99995683
 JY1447
 JY1447:                Primary Azimuth Mark                     Grid Az
 JY1447:SPC OH S     -  UNION RESET                              044 42 33.4
 JY1447:UTM  17      -  UNION RESET                              045 40 32.8
 JY1447
 JY1447|---------------------------------------------------------------------|
 JY1447| PID    Reference Object                     Distance      Geod. Az  |
 JY1447|                                                           dddmmss.s |
 JY1447| JY1445 UNION RESET                         APPROX.10.2 KM 0442014.9 |
 JY1447|---------------------------------------------------------------------|
 JY1447
 JY1447                          SUPERSEDED SURVEY CONTROL
 JY1447
 JY1447  NAD 83(1986)-  39 53 46.80762(N)    083 05 09.48781(W) AD(       ) 1
 JY1447  NAD 27      -  39 53 46.57900(N)    083 05 09.81700(W) AD(       ) 1
 JY1447
 JY1447.Superseded values are not recommended for survey control.
 JY1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1447.See file dsdata.txt to determine how the superseded data were derived.
 JY1447
 JY1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2166618334(NAD 83)
 JY1447_MARKER: DB = BENCH MARK DISK
 JY1447_SETTING: 0 = UNSPECIFIED SETTING
 JY1447_MARK LOGO: USGS  
 JY1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1447
 JY1447  HISTORY     - Date     Condition        Report By
 JY1447  HISTORY     - 1928     MONUMENTED       USGS
 JY1447  HISTORY     - 1957     GOOD             THOMAS
 JY1447  HISTORY     - 1960     GOOD             THOMAS
 JY1447  HISTORY     - 1970     SEE DESCRIPTION  NGS
 JY1447
 JY1447                          STATION DESCRIPTION
 JY1447
 JY1447'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (WM)
 JY1447'ABOUT 7 MILES SOUTHWEST OF DOWNTOWN COLUMBUS, IN THE NEGRO SETTLEMENT
 JY1447'OF URBANCREST. STATION IS ABOUT 90 METERS WEST OF BALTIMORE AND
 JY1447'OHIO RAILROAD TRACKS AND 300 METERS SOUTHWEST OF THE FORMER
 JY1447'URBANCREST RAILWAY STATION, IN A GARDEN OWNED BY ADA WILLIAMS,
 JY1447'AND 30 FEET NORTHEAST OF HER HOUSE.
 JY1447'
 JY1447'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK TABLET SET IN A STONE
 JY1447'POST 8-BY 8-INCHES SQUARE AND PROJECTING ABOUT 6 INCHES ABOVE
 JY1447'GROUND.
 JY1447'
 JY1447'REFERENCE MARKS ARE IRON BENCH MARK PIPES IN LINE BETWEEN LOT AND
 JY1447'ALLEY AND BETWEEN LOT AND STREET.
 JY1447'
 JY1447'REACHED FROM COLUMBUS BY ROUTE 3 TO URBANCREST, THENCE WEST AND SOUTH
 JY1447'TO STATION.
 JY1447
 JY1447                          STATION RECOVERY (1957)
 JY1447
 JY1447'RECOVERY NOTE BY THOMAS ENG AND SURV 1957
 JY1447'LETTER OF MR. H. B. WATTS, JR., THE THOMAS ENGINEERING AND SURVEYING
 JY1447'CO., COLUMBUS, OHIO DATED JANUARY 27, 1958-
 JY1447'
 JY1447'STATION FOUND IN GOOD CONDITION, REFERENCES NOT ACCURATE.
 JY1447
 JY1447                          STATION RECOVERY (1960)
 JY1447
 JY1447'RECOVERY NOTE BY THOMAS ENG AND SURV 1960 (HBW)
 JY1447'STATION FOUND UNDISTURBED.  THE STATION IS LOCATED ABOUT 7 MILES
 JY1447'SOUTHWEST OF DOWNTOWN COLUMBUS IN THE NEGRO SETTLEMENT OF
 JY1447'URBANCREST.  IT IS ABOUT 90 METERS WEST OF THE B AND O RAILROAD
 JY1447'TRACKS, ABOUT 90 FEET SOUTH OF 4TH STREET AND ABOUT 60 FEET EAST
 JY1447'OF OLIVE STREET.  THE AREA IS AN UNIMPROVED LOT USUALLY GROWN UP
 JY1447'IN TALL WEEDS.
 JY1447
 JY1447                          STATION RECOVERY (1970)
 JY1447
 JY1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JY1447'THIS MARK AND BOTH OF THE REFERENCE MARKS WERE DESTROYED BY THE
 JY1447'GRADING AND LAYING OF A NEW SEWER SYSTEM.  THE LIMESTONE ROCK WITH
 JY1447'THE DISK EMBEDDED IN THE TOP WAS FOUND COMPLETELY UPROOTED AND
 JY1447'BROKEN.  NO UNDERGROUND STATION MARK WAS SET, THEREFORE THE
 JY1447'STATION IS NOW LOST AND COMPLETELY DESTROYED.  THE DISK WAS
 JY1447'RECOVERED.
 JY1447'
 JY1447'NO EVIDENCE WHATSOEVER COULD BE FOUND OF THE IRON BENCH MARK PIPES
 JY1447'USED AS THE REFERENCE MARKS, ALTHOUGH A THOROUGH AND EXTENDED SEARCH
 JY1447'WAS MADE FOR THEIR RECOVERY.
 JY1447'
 JY1447'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT URBANCREST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2283 ***********************************************************************
 JX2283  DESIGNATION -  COM 1
 JX2283  PID         -  JX2283
 JX2283  STATE/COUNTY-  OH/WASHINGTON
 JX2283  USGS QUAD   -  MARIETTA (1994)
 JX2283
 JX2283                         *CURRENT SURVEY CONTROL
 JX2283  ___________________________________________________________________
 JX2283* NAD 83(1995)-  39 24 36.68902(N)    081 27 27.25832(W)     ADJUSTED  
 JX2283* NAVD 88     -       185.27   (meters)     607.8    (feet)  LEVELING  
 JX2283  ___________________________________________________________________
 JX2283  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 JX2283  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX2283
 JX2283  HORZ ORDER  -  FIRST
 JX2283  VERT ORDER  -  THIRD ?
 JX2283
 JX2283.The horizontal coordinates were established by GPS observations
 JX2283.and adjusted by the National Geodetic Survey in April 1998..
 JX2283
 JX2283.The orthometric height was determined by differential leveling.
 JX2283.The vertical network tie was performed by a horz. field party for horz.
 JX2283.obs reductions. Reset procedures were used to establish the elevation.
 JX2283
 JX2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2283
 JX2283.The geoid height was determined by GEOID03.
 JX2283
 JX2283;                    North         East     Units Scale Factor Converg.
 JX2283;SPC OH S     -   157,068.128   689,770.359   MT  0.99993601   +0 39 41.2
 JX2283;SPC WV N     -   102,883.176   431,428.217   MT  0.99994780   -1 14 54.6
 JX2283;UTM  17      - 4,362,397.433   460,607.768   MT  0.99961911   -0 17 25.8
 JX2283
 JX2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2283!SPC OH S     -   0.99997631  x   0.99993601  =   0.99991232
 JX2283!SPC WV N     -   0.99997631  x   0.99994780  =   0.99992411
 JX2283!UTM  17      -   0.99997631  x   0.99961911  =   0.99959542
 JX2283
 JX2283                          SUPERSEDED SURVEY CONTROL
 JX2283
 JX2283  NAD 83(1986)-  39 24 36.69319(N)    081 27 27.26633(W) AD(       ) 1
 JX2283
 JX2283.Superseded values are not recommended for survey control.
 JX2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2283.See file dsdata.txt to determine how the superseded data were derived.
 JX2283
 JX2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6060862397(NAD 83)
 JX2283_MARKER: DD = SURVEY DISK
 JX2283_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2283_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2283_STAMPING: COM 1 1992
 JX2283_MARK LOGO: OH4730
 JX2283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2283+STABILITY: SURFACE MOTION
 JX2283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2283+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JX2283
 JX2283  HISTORY     - Date     Condition        Report By
 JX2283  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2283
 JX2283                          STATION DESCRIPTION
 JX2283
 JX2283'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2283'THE STATION IS LOCATED IN WASHINGTON COUNTY, OHIO ABOUT 0.7 MILES
 JX2283'SOUTHWEST OF THE CITY OF MARIETTA ON FORT STREET.
 JX2283'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (WEST END
 JX2283'OF BRIDGE) AND FORT STREET PROCEED SOUTHEAST ALONG FORT STREET 0.65
 JX2283'MILESTO ITS INTERSECTION WITH RAILROAD OVERPASS. CONTINUE AND PROCEED
 JX2283'SOUTHEAST ALONG FORT STREET 450.0 FEETTO THE STATION ON THE LEFT
 JX2283'OPPOSITE AND ACROSS STREET FROM HOUSE NUMBER 407 LEVI BARBER.
 JX2283'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND
 JX2283'STAMPED COM 1 1992.  THE STATION IS 9.55 FEETEAST FROM THE EDGE OF
 JX2283'PAVEMENT OF FORT STREET, APPROXIMATELY 75.0 FEETEAST FROM THE
 JX2283'SOUTHEAST CORNER OF LEVI BARBER HOUSE 1829, 34.6 FEETSOUTHWEST FROM
 JX2283'POWER POLE NUMBER 16501, 13.0 FEETWEST FROM THE TOP OF BANK AND
 JX2283'APPROXIMATELY 435.0 FEETSOUTH FROM USC AND GS BM T235 WHICH WAS
 JX2283'LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2284 ***********************************************************************
 JX2284  DESIGNATION -  COM 10
 JX2284  PID         -  JX2284
 JX2284  STATE/COUNTY-  OH/WASHINGTON
 JX2284  USGS QUAD   -  MARIETTA (1994)
 JX2284
 JX2284                         *CURRENT SURVEY CONTROL
 JX2284  ___________________________________________________________________
 JX2284* NAD 83(1995)-  39 25 41.65678(N)    081 24 48.45627(W)     ADJUSTED  
 JX2284* NAVD 88     -       187.7    (meters)     616.     (feet)  GPS OBS   
 JX2284  ___________________________________________________________________
 JX2284  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 JX2284  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX2284
 JX2284  HORZ ORDER  -  FIRST
 JX2284
 JX2284.The horizontal coordinates were established by GPS observations
 JX2284.and adjusted by the National Geodetic Survey in April 1998..
 JX2284
 JX2284.The orthometric height was determined by GPS observations and a
 JX2284.high-resolution geoid model.
 JX2284
 JX2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2284
 JX2284.The geoid height was determined by GEOID03.
 JX2284
 JX2284;                    North         East     Units Scale Factor Converg.
 JX2284;SPC OH S     -   159,116.233   693,544.820   MT  0.99993620   +0 41 22.0
 JX2284;UTM  17      - 4,364,381.912   464,414.522   MT  0.99961559   -0 15 45.3
 JX2284
 JX2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2284!SPC OH S     -   0.99997592  x   0.99993620  =   0.99991212
 JX2284!UTM  17      -   0.99997592  x   0.99961559  =   0.99959152
 JX2284
 JX2284                          SUPERSEDED SURVEY CONTROL
 JX2284
 JX2284  NAD 83(1986)-  39 25 41.66098(N)    081 24 48.46442(W) AD(       ) 1
 JX2284
 JX2284.Superseded values are not recommended for survey control.
 JX2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2284.See file dsdata.txt to determine how the superseded data were derived.
 JX2284
 JX2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6441564382(NAD 83)
 JX2284_MARKER: DD = SURVEY DISK
 JX2284_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2284_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2284_STAMPING: COM 10 1992
 JX2284_MARK LOGO: OH4730
 JX2284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2284+STABILITY: SURFACE MOTION
 JX2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2284+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JX2284
 JX2284  HISTORY     - Date     Condition        Report By
 JX2284  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2284
 JX2284                          STATION DESCRIPTION
 JX2284
 JX2284'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2284'THE STATION IS LOCATED IN WASHINGTON COUNTY, OHIO ABOUT 2.0 MILES
 JX2284'NORTHEAST OF THE CITY OF MARIETTA.
 JX2284'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 26 AND STATE
 JX2284'ROUTES 6 AND 60 PROCEED NORTHEAST ALONG STATE ROUTE 26 (GREEN STREET)
 JX2284'1.2 MILESTO ITS INTERSECTION WITH INTERSTATE 77. CONTINUE STRAIGHT AND
 JX2284'PROCEED EAST NORTHEAST ALONG STATE ROUTE 26 0.9 MILESTO THE STATION
 JX2284'ON THE RIGHT IN AN OPEN FIELD.
 JX2284'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND
 JX2284'STAMPED COM 10 1992.  THE STATION IS 223.0 FEETEAST FROM THE
 JX2284'SOUTHEAST CORNER OF BRIDGE, 46.0 FEETSOUTHEAST FROM THE EDGE OF
 JX2284'PAVEMENT OF ROUTE 26, 144.0 FEETSOUTHWEST FROM THE EDGE OF PAVEMENT
 JX2284'OF ROUTE 26, 119.0 FEETWEST FROM A POWER POLE AND 9.9 FEETSOUTH OF A
 JX2284'PK NAIL AT THE EDGE OF STATE ROUTE 26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2285 ***********************************************************************
 JX2285  DESIGNATION -  COM 11
 JX2285  PID         -  JX2285
 JX2285  STATE/COUNTY-  OH/WASHINGTON
 JX2285  USGS QUAD   -  MARIETTA (1994)
 JX2285
 JX2285                         *CURRENT SURVEY CONTROL
 JX2285  ___________________________________________________________________
 JX2285* NAD 83(1995)-  39 24 44.96213(N)    081 24 03.89007(W)     ADJUSTED  
 JX2285* NAVD 88     -       233.9    (meters)     767.     (feet)  GPS OBS   
 JX2285  ___________________________________________________________________
 JX2285  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 JX2285  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX2285
 JX2285  HORZ ORDER  -  FIRST
 JX2285
 JX2285.The horizontal coordinates were established by GPS observations
 JX2285.and adjusted by the National Geodetic Survey in April 1998..
 JX2285
 JX2285.The orthometric height was determined by GPS observations and a
 JX2285.high-resolution geoid model.
 JX2285
 JX2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2285
 JX2285.The geoid height was determined by GEOID03.
 JX2285
 JX2285;                    North         East     Units Scale Factor Converg.
 JX2285;SPC OH S     -   157,380.917   694,631.848   MT  0.99993603   +0 41 50.2
 JX2285;SPC WV N     -   103,033.775   436,297.487   MT  0.99994765   -1 12 44.8
 JX2285;UTM  17      - 4,362,629.337   465,472.229   MT  0.99961468   -0 15 16.7
 JX2285
 JX2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2285!SPC OH S     -   0.99996866  x   0.99993603  =   0.99990469
 JX2285!SPC WV N     -   0.99996866  x   0.99994765  =   0.99991631
 JX2285!UTM  17      -   0.99996866  x   0.99961468  =   0.99958335
 JX2285
 JX2285                          SUPERSEDED SURVEY CONTROL
 JX2285
 JX2285  NAD 83(1986)-  39 24 44.96633(N)    081 24 03.89817(W) AD(       ) 1
 JX2285
 JX2285.Superseded values are not recommended for survey control.
 JX2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2285.See file dsdata.txt to determine how the superseded data were derived.
 JX2285
 JX2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6547262629(NAD 83)
 JX2285_MARKER: DD = SURVEY DISK
 JX2285_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2285_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2285_STAMPING: COM 11 1992
 JX2285_MARK LOGO: OH4730
 JX2285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2285+STABILITY: SURFACE MOTION
 JX2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2285+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JX2285
 JX2285  HISTORY     - Date     Condition        Report By
 JX2285  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2285
 JX2285                          STATION DESCRIPTION
 JX2285
 JX2285'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2285'THE STATION IS LOCATED IN WASHINGTON COUNTY, OHIO ABOUT 2.5 MILESEAST
 JX2285'OF THE CITY OF MARIETTA NEAR THE RENO VOLUNTEER FIRE STATION.
 JX2285'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 AND
 JX2285'INTERSTATE 77 PROCEED SOUTHEAST ALONG STATE ROUTE 7 0.7 MILESTO ITS
 JX2285'INTERSECTION WITH COUNTY HOUSE LANE.  TURN LEFT AND PROCEED NORTHEAST
 JX2285'ALONG COUNTY HOUSE LANE 0.8 MILESTO ITS INTERSECTION WITH SHERLOCK
 JX2285'DRIVE.  TURN RIGHT AND PROCEED EAST ALONG SHERLOCK DRIVE 0.1 MILESTO
 JX2285'MARIETTA TOWNSHIP GARAGE/RENO VOLUNTEER FIRE STATION AND THE STATION
 JX2285'ON THE LEFT.
 JX2285'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND
 JX2285'STAMPED COM 11 1992.  THE STATION IS 55.4 FEETSOUTHEAST FROM A FENCE
 JX2285'CORNER, 20.0 FEETNORTHWEST FROM THE CENTERLINE OF SHERLOCK DRIVE AND
 JX2285'82.6 FEETWEST FROM MARIETTA TOWNSHIP GARAGE/RENO VOLUNTEER FIRE
 JX2285'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2286 ***********************************************************************
 JX2286  DESIGNATION -  COM 12
 JX2286  PID         -  JX2286
 JX2286  STATE/COUNTY-  OH/WASHINGTON
 JX2286  USGS QUAD   -  MARIETTA (1994)
 JX2286
 JX2286                         *CURRENT SURVEY CONTROL
 JX2286  ___________________________________________________________________
 JX2286* NAD 83(1995)-  39 22 57.56941(N)    081 24 08.28170(W)     ADJUSTED  
 JX2286* NAVD 88     -       185.6    (meters)     609.     (feet)  GPS OBS   
 JX2286  ___________________________________________________________________
 JX2286  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 JX2286  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JX2286
 JX2286  HORZ ORDER  -  FIRST
 JX2286
 JX2286.The horizontal coordinates were established by GPS observations
 JX2286.and adjusted by the National Geodetic Survey in April 1998..
 JX2286
 JX2286.The orthometric height was determined by GPS observations and a
 JX2286.high-resolution geoid model.
 JX2286
 JX2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2286
 JX2286.The geoid height was determined by GEOID03.
 JX2286
 JX2286;                    North         East     Units Scale Factor Converg.
 JX2286;SPC OH S     -   154,068.132   694,567.061   MT  0.99993591   +0 41 47.4
 JX2286;SPC WV N     -    99,724.947   436,122.335   MT  0.99994971   -1 12 47.6
 JX2286;UTM  17      - 4,359,319.149   465,352.457   MT  0.99961478   -0 15 18.9
 JX2286
 JX2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2286!SPC OH S     -   0.99997625  x   0.99993591  =   0.99991216
 JX2286!SPC WV N     -   0.99997625  x   0.99994971  =   0.99992596
 JX2286!UTM  17      -   0.99997625  x   0.99961478  =   0.99959103
 JX2286
 JX2286:                Primary Azimuth Mark                     Grid Az
 JX2286:SPC OH S     -  COM 13                                   009 13 57.5
 JX2286:SPC WV N     -  COM 13                                   011 08 32.5
 JX2286:UTM  17      -  COM 13                                   010 11 03.8
 JX2286
 JX2286|---------------------------------------------------------------------|
 JX2286| PID    Reference Object                     Distance      Geod. Az  |
 JX2286|                                                           dddmmss.s |
 JX2286| JX2287 COM 13                              APPROX. 1.3 KM 0095544.9 |
 JX2286|---------------------------------------------------------------------|
 JX2286
 JX2286                          SUPERSEDED SURVEY CONTROL
 JX2286
 JX2286  NAD 83(1986)-  39 22 57.57359(N)    081 24 08.28975(W) AD(       ) 1
 JX2286
 JX2286.Superseded values are not recommended for survey control.
 JX2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2286.See file dsdata.txt to determine how the superseded data were derived.
 JX2286
 JX2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6535259319(NAD 83)
 JX2286_MARKER: DD = SURVEY DISK
 JX2286_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2286_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2286_STAMPING: COM 12 1992
 JX2286_MARK LOGO: OH4730
 JX2286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2286+STABILITY: SURFACE MOTION
 JX2286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2286+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JX2286
 JX2286  HISTORY     - Date     Condition        Report By
 JX2286  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2286
 JX2286                          STATION DESCRIPTION
 JX2286
 JX2286'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2286'THE STATION IS LOCATED IN WASHINGTON COUNTY, OHIO ABOUT 0.4 MILES
 JX2286'NORTHWEST OF THE TOWN OF RENO.
 JX2286'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 AND
 JX2286'INTERSTATE 77 IN MARIETTA PROCEED SOUTHEAST ALONG STATE ROUTE 7 2.3
 JX2286'MILESTO A DRIVE INTO AN OPEN FIELD AND THE STATION ON THE LEFT AND
 JX2286'ACROSS THE STREET FROM CONWAY CENTRAL EXPRESS.
 JX2286'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND
 JX2286'STAMPED COM 12 1992.  THE STATION IS 52.0 FEETSOUTH FROM POWER POLE
 JX2286'NUMBER 77, 44.0 FEETNORTHEAST FROM THE CENTERLINE OF GRAVEL DRIVE AT
 JX2286'THE EASTERN EDGE OF STATE ROUTE 7 AND 51.0 FEETEAST FROM THE
 JX2286'CENTERLINE OF STATE ROUTE 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2287 ***********************************************************************
 JX2287  DESIGNATION -  COM 13
 JX2287  PID         -  JX2287
 JX2287  STATE/COUNTY-  OH/WASHINGTON
 JX2287  USGS QUAD   -  MARIETTA (1994)
 JX2287
 JX2287                         *CURRENT SURVEY CONTROL
 JX2287  ___________________________________________________________________
 JX2287* NAD 83(1995)-  39 23 40.06107(N)    081 23 58.69514(W)     ADJUSTED  
 JX2287* NAVD 88     -       190.1    (meters)     624.     (feet)  GPS OBS   
 JX2287  ___________________________________________________________________
 JX2287  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 JX2287  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JX2287
 JX2287  HORZ ORDER  -  FIRST
 JX2287
 JX2287.The horizontal coordinates were established by GPS observations
 JX2287.and adjusted by the National Geodetic Survey in April 1998..
 JX2287
 JX2287.The orthometric height was determined by GPS observations and a
 JX2287.high-resolution geoid model.
 JX2287
 JX2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2287
 JX2287.The geoid height was determined by GEOID03.
 JX2287
 JX2287;                    North         East     Units Scale Factor Converg.
 JX2287;SPC OH S     -   155,381.173   694,780.495   MT  0.99993592   +0 41 53.5
 JX2287;SPC WV N     -   101,030.163   436,379.411   MT  0.99994886   -1 12 41.5
 JX2287;UTM  17      - 4,360,628.043   465,587.597   MT  0.99961458   -0 15 13.1
 JX2287
 JX2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2287!SPC OH S     -   0.99997555  x   0.99993592  =   0.99991147
 JX2287!SPC WV N     -   0.99997555  x   0.99994886  =   0.99992441
 JX2287!UTM  17      -   0.99997555  x   0.99961458  =   0.99959013
 JX2287
 JX2287:                Primary Azimuth Mark                     Grid Az
 JX2287:SPC OH S     -  COM 12                                   189 13 57.5
 JX2287:SPC WV N     -  COM 12                                   191 08 32.5
 JX2287:UTM  17      -  COM 12                                   190 11 04.1
 JX2287
 JX2287|---------------------------------------------------------------------|
 JX2287| PID    Reference Object                     Distance      Geod. Az  |
 JX2287|                                                           dddmmss.s |
 JX2287| JX2286 COM 12                              APPROX. 1.3 KM 1895551.0 |
 JX2287|---------------------------------------------------------------------|
 JX2287
 JX2287                          SUPERSEDED SURVEY CONTROL
 JX2287
 JX2287  NAD 83(1986)-  39 23 40.06525(N)    081 23 58.70321(W) AD(       ) 1
 JX2287
 JX2287.Superseded values are not recommended for survey control.
 JX2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2287.See file dsdata.txt to determine how the superseded data were derived.
 JX2287
 JX2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6558860628(NAD 83)
 JX2287_MARKER: DD = SURVEY DISK
 JX2287_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2287_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2287_STAMPING: COM 13 1992
 JX2287_MARK LOGO: OH4730
 JX2287_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2287+STABILITY: SURFACE MOTION
 JX2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2287+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JX2287
 JX2287  HISTORY     - Date     Condition        Report By
 JX2287  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2287
 JX2287                          STATION DESCRIPTION
 JX2287
 JX2287'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2287'THE STATION IS LOCATED IN WASHINGTON COUNTY, OHIO ABOUT 3.0 MILES
 JX2287'SOUTHEAST OF THE CITY OF MARIETTA.
 JX2287'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 77 AND STATE
 JX2287'ROUTE 7 PROCEED SOUTHEAST ALONG STATE ROUTE 7 1.6 MILESTO ITS
 JX2287'INTERSECTION WITH TENNIS COURT ROAD.  TURN LEFT AND PROCEED EAST AND
 JX2287'THEN NORTH ALONG TENNIS COURT ROAD 0.32 MILESTO THE STATION ON THE
 JX2287'RIGHT.
 JX2287'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND
 JX2287'STAMPED COM 13 1992.  THE STATION IS 5.65 FEETEAST FROM A P.K. NAIL
 JX2287'AT THE EDGE OF PAVEMENT, 19.7 FEETWEST FROM A ROCK OUTCROP, 31.0 FEET
 JX2287'SOUTH FROM THE SOUTHWEST CORNER OF A BRICK PILLAR AND 18.3 FEETNORTH
 JX2287'FROM THE NORTHWEST CORNER OF A BRICK PILLAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2288 ***********************************************************************
 JX2288  DESIGNATION -  COM 14
 JX2288  PID         -  JX2288
 JX2288  STATE/COUNTY-  OH/WASHINGTON
 JX2288  USGS QUAD   -  MARIETTA (1994)
 JX2288
 JX2288                         *CURRENT SURVEY CONTROL
 JX2288  ___________________________________________________________________
 JX2288* NAD 83(1995)-  39 26 23.67908(N)    081 27 31.79383(W)     ADJUSTED  
 JX2288* NAVD 88     -       188.2    (meters)     617.     (feet)  GPS OBS   
 JX2288  ___________________________________________________________________
 JX2288  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 JX2288  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX2288
 JX2288  HORZ ORDER  -  FIRST
 JX2288
 JX2288.The horizontal coordinates were established by GPS observations
 JX2288.and adjusted by the National Geodetic Survey in April 1998..
 JX2288
 JX2288.The orthometric height was determined by GPS observations and a
 JX2288.high-resolution geoid model.
 JX2288
 JX2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2288
 JX2288.The geoid height was determined by GEOID03.
 JX2288
 JX2288;                    North         East     Units Scale Factor Converg.
 JX2288;SPC OH S     -   160,366.008   689,623.827   MT  0.99993638   +0 39 38.3
 JX2288;UTM  17      - 4,365,696.246   460,516.080   MT  0.99961919   -0 17 29.3
 JX2288
 JX2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2288!SPC OH S     -   0.99997585  x   0.99993638  =   0.99991223
 JX2288!UTM  17      -   0.99997585  x   0.99961919  =   0.99959505
 JX2288
 JX2288                          SUPERSEDED SURVEY CONTROL
 JX2288
 JX2288  NAD 83(1986)-  39 26 23.68329(N)    081 27 31.80196(W) AD(       ) 1
 JX2288
 JX2288.Superseded values are not recommended for survey control.
 JX2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2288.See file dsdata.txt to determine how the superseded data were derived.
 JX2288
 JX2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6051665696(NAD 83)
 JX2288_MARKER: DD = SURVEY DISK
 JX2288_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2288_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2288_STAMPING: COM 14 1992
 JX2288_MARK LOGO: OH4730
 JX2288_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2288+STABILITY: SURFACE MOTION
 JX2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2288+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 JX2288
 JX2288  HISTORY     - Date     Condition        Report By
 JX2288  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2288  HISTORY     - 20040708 GOOD             USPSQD
 JX2288
 JX2288                          STATION DESCRIPTION
 JX2288
 JX2288'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2288'THE STATION IS LOCATED IN WASHINGTON COUNTY, OHIO ABOUT 0.5 MILESNORTH
 JX2288'OF THE CITY OF MARIETTA.
 JX2288'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 AND STATE
 JX2288'ROUTE 60 PROCEED NORTH NORTHWEST ALONG STATE ROUTE 60 1.48 MILESTO
 JX2288'ITS INTERSECTION WITH DAVIS AVENUE.  TURN RIGHT AND PROCEED EAST
 JX2288'ALONG DAVIS AVENUE 0.13 MILESTO THE STATION ON THE LEFT.
 JX2288'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND
 JX2288'STAMPED COM 14 1992.  THE STATION IS 15.4 FEETNORTH FROM THE
 JX2288'CENTERLINE OF DAVIS ROAD, 48.5 FEETEAST FROM A POWER POLE AND 9.5
 JX2288'FEETNORTHWEST FROM A TELEPHONE BOX.
 JX2288
 JX2288                          STATION RECOVERY (2004)
 JX2288
 JX2288'RECOVERY NOTE BY US POWER SQUADRON 2004 (HB)
 JX2288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2289 ***********************************************************************
 JX2289  DESIGNATION -  COM 15
 JX2289  PID         -  JX2289
 JX2289  STATE/COUNTY-  OH/WASHINGTON
 JX2289  USGS QUAD   -  MARIETTA (1994)
 JX2289
 JX2289                         *CURRENT SURVEY CONTROL
 JX2289  ___________________________________________________________________
 JX2289* NAD 83(1995)-  39 24 31.70467(N)    081 25 55.22243(W)     ADJUSTED  
 JX2289* NAVD 88     -       185.3    (meters)     608.     (feet)  GPS OBS   
 JX2289  ___________________________________________________________________
 JX2289  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 JX2289  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JX2289
 JX2289  HORZ ORDER  -  FIRST
 JX2289
 JX2289.The horizontal coordinates were established by GPS observations
 JX2289.and adjusted by the National Geodetic Survey in April 1998..
 JX2289
 JX2289.The orthometric height was determined by GPS observations and a
 JX2289.high-resolution geoid model.
 JX2289
 JX2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2289
 JX2289.The geoid height was determined by GEOID03.
 JX2289
 JX2289;                    North         East     Units Scale Factor Converg.
 JX2289;SPC OH S     -   156,940.160   691,973.691   MT  0.99993600   +0 40 39.6
 JX2289;SPC WV N     -   102,681.845   433,626.087   MT  0.99994789   -1 13 55.9
 JX2289;UTM  17      - 4,362,232.929   462,807.970   MT  0.99961703   -0 16 27.3
 JX2289
 JX2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2289!SPC OH S     -   0.99997630  x   0.99993600  =   0.99991230
 JX2289!SPC WV N     -   0.99997630  x   0.99994789  =   0.99992419
 JX2289!UTM  17      -   0.99997630  x   0.99961703  =   0.99959334
 JX2289
 JX2289:                Primary Azimuth Mark                     Grid Az
 JX2289:SPC OH S     -  COM 16                                   287 34 25.1
 JX2289:SPC WV N     -  COM 16                                   289 29 00.6
 JX2289:UTM  17      -  COM 16                                   288 31 32.0
 JX2289
 JX2289|---------------------------------------------------------------------|
 JX2289| PID    Reference Object                     Distance      Geod. Az  |
 JX2289|                                                           dddmmss.s |
 JX2289| JX2290 COM 16                              APPROX. 1.3 KM 2881504.7 |
 JX2289|---------------------------------------------------------------------|
 JX2289
 JX2289                          SUPERSEDED SURVEY CONTROL
 JX2289
 JX2289  NAD 83(1986)-  39 24 31.70887(N)    081 25 55.23052(W) AD(       ) 1
 JX2289
 JX2289.Superseded values are not recommended for survey control.
 JX2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2289.See file dsdata.txt to determine how the superseded data were derived.
 JX2289
 JX2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6280862233(NAD 83)
 JX2289_MARKER: DD = SURVEY DISK
 JX2289_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2289_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2289_STAMPING: COM 15 1992
 JX2289_MARK LOGO: OH4730
 JX2289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2289+STABILITY: SURFACE MOTION
 JX2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2289+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 JX2289
 JX2289  HISTORY     - Date     Condition        Report By
 JX2289  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2289  HISTORY     - 20040708 GOOD             USPSQD
 JX2289
 JX2289                          STATION DESCRIPTION
 JX2289
 JX2289'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2289'THE STATION IS LOCATED IN WASHINGTON COUNTY, OHIO ABOUT 1.0 FILES
 JX2289'SOUTHEAST OF THE CITY OF MARIETTA AT THE SEWAGE DISPOSAL PLANT.
 JX2289'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 77 AND STATE
 JX2289'ROUTE 7 PROCEED WEST ALONG STATE ROUTE 7 0.3 MILESTO ITS INTERSECTION
 JX2289'WITH ACME STREET.  TURN LEFT AND PROCEED SOUTH ALONG ACME STREET 1.5
 JX2289'MILESTO THE ENTRANCE OF THE SEWAGE DISPOSAL PLANT AND THE STATION ON
 JX2289'THE LEFT.
 JX2289'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND
 JX2289'STAMPED COM 15 1992.  THE STATION IS 30.0 FEETEAST FROM A PK NAIL AT
 JX2289'THE EDGE OF PAVEMENT, 21.45 FEETSOUTHEAST FROM THE EAST GATE POST,
 JX2289'35.5 FEETWEST SOUTHWEST FROM THE FENCE CORNER AND 23.9 FEETNORTHWEST
 JX2289'OF A GAS METER.
 JX2289
 JX2289                          STATION RECOVERY (2004)
 JX2289
 JX2289'RECOVERY NOTE BY US POWER SQUADRON 2004 (HB)
 JX2289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2290 ***********************************************************************
 JX2290  DESIGNATION -  COM 16
 JX2290  PID         -  JX2290
 JX2290  STATE/COUNTY-  OH/WASHINGTON
 JX2290  USGS QUAD   -  MARIETTA (1994)
 JX2290
 JX2290                         *CURRENT SURVEY CONTROL
 JX2290  ___________________________________________________________________
 JX2290* NAD 83(1995)-  39 24 44.83987(N)    081 26 46.58253(W)     ADJUSTED  
 JX2290* NAVD 88     -       184.7    (meters)     606.     (feet)  GPS OBS   
 JX2290  ___________________________________________________________________
 JX2290  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 JX2290  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX2290
 JX2290  HORZ ORDER  -  FIRST
 JX2290
 JX2290.The horizontal coordinates were established by GPS observations
 JX2290.and adjusted by the National Geodetic Survey in April 1998..
 JX2290
 JX2290.The orthometric height was determined by GPS observations and a
 JX2290.high-resolution geoid model.
 JX2290
 JX2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2290
 JX2290.The geoid height was determined by GEOID03.
 JX2290
 JX2290;                    North         East     Units Scale Factor Converg.
 JX2290;SPC OH S     -   157,330.759   690,740.399   MT  0.99993603   +0 40 07.0
 JX2290;SPC WV N     -   103,113.334   432,406.482   MT  0.99994765   -1 14 28.6
 JX2290;UTM  17      - 4,362,643.833   461,581.727   MT  0.99961817   -0 17 00.0
 JX2290
 JX2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2290!SPC OH S     -   0.99997640  x   0.99993603  =   0.99991243
 JX2290!SPC WV N     -   0.99997640  x   0.99994765  =   0.99992405
 JX2290!UTM  17      -   0.99997640  x   0.99961817  =   0.99959458
 JX2290
 JX2290:                Primary Azimuth Mark                     Grid Az
 JX2290:SPC OH S     -  COM 15                                   107 34 25.1
 JX2290:SPC WV N     -  COM 15                                   109 29 00.7
 JX2290:UTM  17      -  COM 15                                   108 31 32.1
 JX2290
 JX2290|---------------------------------------------------------------------|
 JX2290| PID    Reference Object                     Distance      Geod. Az  |
 JX2290|                                                           dddmmss.s |
 JX2290| JX2289 COM 15                              APPROX. 1.3 KM 1081432.1 |
 JX2290|---------------------------------------------------------------------|
 JX2290
 JX2290                          SUPERSEDED SURVEY CONTROL
 JX2290
 JX2290  NAD 83(1986)-  39 24 44.84407(N)    081 26 46.59065(W) AD(       ) 1
 JX2290
 JX2290.Superseded values are not recommended for survey control.
 JX2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2290.See file dsdata.txt to determine how the superseded data were derived.
 JX2290
 JX2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6158262644(NAD 83)
 JX2290_MARKER: DD = SURVEY DISK
 JX2290_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2290_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2290_STAMPING: COM 16 1992
 JX2290_MARK LOGO: OH4730
 JX2290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2290+STABILITY: SURFACE MOTION
 JX2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2290+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 JX2290
 JX2290  HISTORY     - Date     Condition        Report By
 JX2290  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2290  HISTORY     - 20040708 GOOD             USPSQD
 JX2290
 JX2290                          STATION DESCRIPTION
 JX2290
 JX2290'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2290'THE STATION IS LOCATED IN WASHINGTON COUNTY, OHIO IN THE CITY OF
 JX2290'MARIETTA.
 JX2290'TO REACH THE STATION FROM THE INTERSECTION OF GREENE STREET AND SOUTH
 JX2290'6TH STREET PROCEED SOUTHEAST ALONG SOUTH 6TH STREET 0.1 MILESTO ITS
 JX2290'INTERSECTION WITH HART STREET.  TURN RIGHT AND PROCEED SOUTHWEST
 JX2290'ALONG HART STREET 0.1 MILESTO ITS INTERSECTION WITH SOUTH 5TH STREET.
 JX2290'CONTINUE AND PROCEED SOUTHWEST ALONG HART STREET 2.5 FEETTO ITS
 JX2290'INTERSECTION WITH A GRAVEL ALLEY (DEAD END).  TURN RIGHT AND PROCEED
 JX2290'NORTHWEST ALONG THE ALLEY 400.0 FEETTO THE 40 YARD LINE ON THE
 JX2290'NORTHWEST SIDE OF A PRACTICE FIELD AND THE STATION ON THE RIGHT.
 JX2290'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND
 JX2290'STAMPED COM 16 1992.  THE STATION IS APPROXIMATELY 103.0 FEETNORTH
 JX2290'FROM UTILITY BOX, 30.6 FEETEAST FROM POWER POLE NUMBER 357, 32.0 FEET
 JX2290'SOUTHWEST FROM UTILITY BOX NUMBER R12454TH AND APPROXIMATELY 400.0
 JX2290'FEETNORTHWEST FROM THE EDGE OF PAVEMENT OF HART STREET.
 JX2290
 JX2290                          STATION RECOVERY (2004)
 JX2290
 JX2290'RECOVERY NOTE BY US POWER SQUADRON 2004 (HB)
 JX2290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2291 ***********************************************************************
 JX2291  DESIGNATION -  COM 2
 JX2291  PID         -  JX2291
 JX2291  STATE/COUNTY-  OH/WASHINGTON
 JX2291  USGS QUAD   -  MARIETTA (1994)
 JX2291
 JX2291                         *CURRENT SURVEY CONTROL
 JX2291  ___________________________________________________________________
 JX2291* NAD 83(1995)-  39 23 47.98684(N)    081 29 08.20229(W)     ADJUSTED  
 JX2291* NAVD 88     -       269.8    (meters)     885.     (feet)  GPS OBS   
 JX2291  ___________________________________________________________________
 JX2291  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 JX2291  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JX2291
 JX2291  HORZ ORDER  -  FIRST
 JX2291
 JX2291.The horizontal coordinates were established by GPS observations
 JX2291.and adjusted by the National Geodetic Survey in April 1998..
 JX2291
 JX2291.The orthometric height was determined by GPS observations and a
 JX2291.high-resolution geoid model.
 JX2291
 JX2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2291
 JX2291.The geoid height was determined by GEOID03.
 JX2291
 JX2291;                    North         East     Units Scale Factor Converg.
 JX2291;SPC OH S     -   155,538.853   687,372.625   MT  0.99993593   +0 38 37.1
 JX2291;SPC WV N     -   101,434.647   428,980.816   MT  0.99994871   -1 15 58.9
 JX2291;UTM  17      - 4,360,908.673   458,185.723   MT  0.99962153   -0 18 29.6
 JX2291
 JX2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2291!SPC OH S     -   0.99996305  x   0.99993593  =   0.99989898
 JX2291!SPC WV N     -   0.99996305  x   0.99994871  =   0.99991176
 JX2291!UTM  17      -   0.99996305  x   0.99962153  =   0.99958459
 JX2291
 JX2291                          SUPERSEDED SURVEY CONTROL
 JX2291
 JX2291  NAD 83(1986)-  39 23 47.99107(N)    081 29 08.20993(W) AD(       ) 1
 JX2291
 JX2291.Superseded values are not recommended for survey control.
 JX2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2291.See file dsdata.txt to determine how the superseded data were derived.
 JX2291
 JX2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5818660909(NAD 83)
 JX2291_MARKER: DD = SURVEY DISK
 JX2291_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2291_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2291_STAMPING: COM 2 1992
 JX2291_MARK LOGO: OH4730
 JX2291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2291+STABILITY: SURFACE MOTION
 JX2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2291+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JX2291
 JX2291  HISTORY     - Date     Condition        Report By
 JX2291  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2291
 JX2291                          STATION DESCRIPTION
 JX2291
 JX2291'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2291'THE STATION IS LOCATED IN WASHINGTON COUNTY, OHIO ABOUT 2.4 MILES
 JX2291'SOUTHWEST OF THE CITY OF MARIETTA IN WAYNE NATIONAL FOREST.
 JX2291'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 AND STATE
 JX2291'ROUTE 550 PROCEED SOUTH SOUTHWEST ALONG STATE ROUTE 7 1.05 MILESTO
 JX2291'ITS INTERSECTION WITH TOWNSHIP ROAD NUMBER 591. TURN RIGHT AND
 JX2291'PROCEED NORTHWEST ALONG TOWNSHIP ROAD NUMBER 591 0.33 MILESTO ITS
 JX2291'INTERSECTION WITH TOWNSHIP ROAD NUMBER 646 AND THE STATION IN THE
 JX2291'CENTER OF THE INTERSECTION.
 JX2291'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE ABOUT ONE INCH ABOVE
 JX2291'THE GROUND STAMPED COM 2 1992.  THE STATION IS 91.0 FEETNORTHEAST
 JX2291'FROM A POWER POLE, 17.0 FEETEAST FROM THE EDGE OF PAVEMENT, 15.0 FEET
 JX2291'WEST FROM THE EDGE OF PAVEMENT AND 57.0 FEETSOUTH FROM THE NORTHERN
 JX2291'MOST POINT OF THE EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2292 ***********************************************************************
 JX2292  DESIGNATION -  COM 3
 JX2292  PID         -  JX2292
 JX2292  STATE/COUNTY-  OH/WASHINGTON
 JX2292  USGS QUAD   -  MARIETTA (1994)
 JX2292
 JX2292                         *CURRENT SURVEY CONTROL
 JX2292  ___________________________________________________________________
 JX2292* NAD 83(1995)-  39 25 32.29479(N)    081 29 23.44861(W)     ADJUSTED  
 JX2292* NAVD 88     -       279.8    (meters)     918.     (feet)  GPS OBS   
 JX2292  ___________________________________________________________________
 JX2292  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 JX2292  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JX2292
 JX2292  HORZ ORDER  -  FIRST
 JX2292
 JX2292.The horizontal coordinates were established by GPS observations
 JX2292.and adjusted by the National Geodetic Survey in April 1998..
 JX2292
 JX2292.The orthometric height was determined by GPS observations and a
 JX2292.high-resolution geoid model.
 JX2292
 JX2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2292
 JX2292.The geoid height was determined by GEOID03.
 JX2292
 JX2292;                    North         East     Units Scale Factor Converg.
 JX2292;SPC OH S     -   158,751.195   686,971.875   MT  0.99993617   +0 38 27.5
 JX2292;SPC WV N     -   104,658.599   428,687.352   MT  0.99994682   -1 16 08.7
 JX2292;UTM  17      - 4,364,126.218   457,838.508   MT  0.99962189   -0 18 39.9
 JX2292
 JX2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2292!SPC OH S     -   0.99996148  x   0.99993617  =   0.99989765
 JX2292!SPC WV N     -   0.99996148  x   0.99994682  =   0.99990830
 JX2292!UTM  17      -   0.99996148  x   0.99962189  =   0.99958339
 JX2292
 JX2292                          SUPERSEDED SURVEY CONTROL
 JX2292
 JX2292  NAD 83(1986)-  39 25 32.29902(N)    081 29 23.45653(W) AD(       ) 1
 JX2292
 JX2292.Superseded values are not recommended for survey control.
 JX2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2292.See file dsdata.txt to determine how the superseded data were derived.
 JX2292
 JX2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5783964126(NAD 83)
 JX2292_MARKER: DD = SURVEY DISK
 JX2292_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2292_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2292_STAMPING: COM 3 1992
 JX2292_MARK LOGO: OH4730
 JX2292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2292+STABILITY: SURFACE MOTION
 JX2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2292+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JX2292
 JX2292  HISTORY     - Date     Condition        Report By
 JX2292  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2292
 JX2292                          STATION DESCRIPTION
 JX2292
 JX2292'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2292'THE STATION IS LOCATED IN WASHINGTON COUNTY, OHIO ABOUT 2.2 MILES
 JX2292'NORTHWEST OF THE CITY OF MARIETTA IN WAYNE NATIONAL FOREST.
 JX2292'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON STREET BRIDGE
 JX2292'AND GILMAN STREET PROCEED NORTH ALONG GILMAN STREET 0.64 MILESTO ITS
 JX2292'INTERSECTION WITH GROVES STREET.  TURN LEFT AND PROCEED NORTHWEST
 JX2292'ALONG GROVES STREET 0.65 MILESTO ITS INTERSECTION WITH STATE ROUTE
 JX2292'676.  TURN RIGHT AND PROCEED WEST ALONG STATE ROUTE 676 0.2 MILESTO
 JX2292'ITS INTERSECTION WITH COUNTY ROUTE 13 AND THE STATION ON THE LEFT IN
 JX2292'THE TRAFFIC ISLAND.
 JX2292'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND
 JX2292'STAMPED COM 3 1992.  THE STATION IS 22.9 FEETSOUTHWEST FROM THE EDGE
 JX2292'OF PAVEMENT OF STATE ROUTE 676, 81.3 FEETSOUTHEAST FROM POWER POLE
 JX2292'NUMBER 18-6, 34.2 FEETEAST FROM THE CENTERLINE OF STATE ROUTE 13 AND
 JX2292'80.1 FEETNORTHEAST FROM GAS WELL VALVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2293 ***********************************************************************
 JX2293  DESIGNATION -  COM 4
 JX2293  PID         -  JX2293
 JX2293  STATE/COUNTY-  OH/WASHINGTON
 JX2293  USGS QUAD   -  MARIETTA (1994)
 JX2293
 JX2293                         *CURRENT SURVEY CONTROL
 JX2293  ___________________________________________________________________
 JX2293* NAD 83(1995)-  39 26 51.51560(N)    081 27 58.29095(W)     ADJUSTED  
 JX2293* NAVD 88     -       200.7    (meters)     658.     (feet)  GPS OBS   
 JX2293  ___________________________________________________________________
 JX2293  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 JX2293  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX2293
 JX2293  HORZ ORDER  -  FIRST
 JX2293
 JX2293.The horizontal coordinates were established by GPS observations
 JX2293.and adjusted by the National Geodetic Survey in April 1998..
 JX2293
 JX2293.The orthometric height was determined by GPS observations and a
 JX2293.high-resolution geoid model.
 JX2293
 JX2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2293
 JX2293.The geoid height was determined by GEOID03.
 JX2293
 JX2293;                    North         East     Units Scale Factor Converg.
 JX2293;SPC OH S     -   161,217.095   688,980.451   MT  0.99993652   +0 39 21.5
 JX2293;UTM  17      - 4,366,557.634   459,887.135   MT  0.99961981   -0 17 46.4
 JX2293
 JX2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2293!SPC OH S     -   0.99997388  x   0.99993652  =   0.99991040
 JX2293!UTM  17      -   0.99997388  x   0.99961981  =   0.99959370
 JX2293
 JX2293                          SUPERSEDED SURVEY CONTROL
 JX2293
 JX2293  NAD 83(1986)-  39 26 51.51983(N)    081 27 58.29910(W) AD(       ) 1
 JX2293
 JX2293.Superseded values are not recommended for survey control.
 JX2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2293.See file dsdata.txt to determine how the superseded data were derived.
 JX2293
 JX2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5988766558(NAD 83)
 JX2293_MARKER: DD = SURVEY DISK
 JX2293_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2293_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2293_STAMPING: COM 4 1992
 JX2293_MARK LOGO: OH4730
 JX2293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2293+STABILITY: SURFACE MOTION
 JX2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2293+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JX2293
 JX2293  HISTORY     - Date     Condition        Report By
 JX2293  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2293
 JX2293                          STATION DESCRIPTION
 JX2293
 JX2293'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2293'THE STATION IS LOCATED IN WASHINGTON COUNTY IN THE TOWN OF OAK GROVE
 JX2293'ON THE GROUNDS OF OAK GROVE SCHOOL.
 JX2293'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON STREET BRIDGE
 JX2293'AND GILMAN STREET PROCEED NORTHEAST ALONG GILMAN STREET 1.7 MILESTO
 JX2293'ITS INTERSECTION WITH BF GOODRICH ROAD.  CONTINUE STRAIGHT AND
 JX2293'PROCEED NORTH ALONG BF GOODRICH ROAD 0.45 MILESTO ITS INTERSECTION
 JX2293'WITH OAK GROVE ROAD.  TURN LEFT AND PROCEED NORTH INTO THE OAK GROVE
 JX2293'SCHOOL DRIVE 100 FEETTO THE STATION ON THE RIGHT.
 JX2293'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND
 JX2293'STAMPED COM 4 1992.  THE STATION IS 65.O FEET SOUTH OF A 10 INCH
 JX2293'MAPLE TREE, 17.5 FEETSOUTHWEST FROM A MANHOLE, 39.2 FEETWEST FROM THE
 JX2293'EDGE OF PAVEMENT OF BF GOODRICH ROAD AND 53.2 FEETEAST FROM THE
 JX2293'SOUTHEAST CORNER OF CONCRETE STEP TO OAK GROVE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2294 ***********************************************************************
 JX2294  DESIGNATION -  COM 5
 JX2294  PID         -  JX2294
 JX2294  STATE/COUNTY-  OH/WASHINGTON
 JX2294  USGS QUAD   -  MARIETTA (1994)
 JX2294
 JX2294                         *CURRENT SURVEY CONTROL
 JX2294  ___________________________________________________________________
 JX2294* NAD 83(1995)-  39 25 29.68079(N)    081 27 40.52522(W)     ADJUSTED  
 JX2294* NAVD 88     -       197.4    (meters)     648.     (feet)  GPS OBS   
 JX2294  ___________________________________________________________________
 JX2294  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 JX2294  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX2294
 JX2294  HORZ ORDER  -  FIRST
 JX2294
 JX2294.The horizontal coordinates were established by GPS observations
 JX2294.and adjusted by the National Geodetic Survey in April 1998..
 JX2294
 JX2294.The orthometric height was determined by GPS observations and a
 JX2294.high-resolution geoid model.
 JX2294
 JX2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2294
 JX2294.The geoid height was determined by GEOID03.
 JX2294
 JX2294;                    North         East     Units Scale Factor Converg.
 JX2294;SPC OH S     -   158,698.516   689,434.214   MT  0.99993616   +0 39 32.8
 JX2294;SPC WV N     -   104,523.880   431,146.594   MT  0.99994687   -1 15 03.0
 JX2294;UTM  17      - 4,364,032.663   460,298.855   MT  0.99961941   -0 17 34.6
 JX2294
 JX2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2294!SPC OH S     -   0.99997440  x   0.99993616  =   0.99991056
 JX2294!SPC WV N     -   0.99997440  x   0.99994687  =   0.99992127
 JX2294!UTM  17      -   0.99997440  x   0.99961941  =   0.99959382
 JX2294
 JX2294                          SUPERSEDED SURVEY CONTROL
 JX2294
 JX2294  NAD 83(1986)-  39 25 29.68498(N)    081 27 40.53335(W) AD(       ) 1
 JX2294
 JX2294.Superseded values are not recommended for survey control.
 JX2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2294.See file dsdata.txt to determine how the superseded data were derived.
 JX2294
 JX2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6029964033(NAD 83)
 JX2294_MARKER: DD = SURVEY DISK
 JX2294_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2294_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2294_STAMPING: COMM 5 1992
 JX2294_MARK LOGO: OH4730
 JX2294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2294+STABILITY: SURFACE MOTION
 JX2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2294+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 JX2294
 JX2294  HISTORY     - Date     Condition        Report By
 JX2294  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2294  HISTORY     - 20040708 GOOD             USPSQD
 JX2294
 JX2294                          STATION DESCRIPTION
 JX2294
 JX2294'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2294'THE STATION IS LOCATED IN WASHINGTON COUNTY, OHIO IN THE CITY OF
 JX2294'MARIETTA ON THE GROUNDS OF QUADRANAOU PARK.
 JX2294'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 AND STATE
 JX2294'ROUTE 60 PROCEED NORTHWEST ALONG STATE ROUTE 60 0.19 MILESTO ITS
 JX2294'INTERSECTION WITH WARREN STREET.  TURN RIGHT AND PROCEED NORTHEAST
 JX2294'ALONG WARREN STREET 200 FEETTO QUADRANAOU PARK AND THE STATION ON THE
 JX2294'LEFT.
 JX2294'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND
 JX2294'STAMPED COM 5 1992.  THE STATION IS 90.0 FEETSOUTH FROM A 12 INCH
 JX2294'PINE TREE, 56.0 FEETSOUTHWEST FROM THE TOE OF MOUND, 105.0 FEET
 JX2294'SOUTHWEST FROM A 30 INCH POPLAR TREE, 160.5 FEETSOUTHWEST FROM A 4
 JX2294'FOOTCONCRETE PAD WITH 4 INCH PIPE IN CONCRETE, 106.5 FEETNORTHWEST
 JX2294'FROM A 24 INCH OAK TREE AND 157.0 FEETNORTHEAST FROM THE EDGE OF
 JX2294'SIDEWALK.
 JX2294
 JX2294                          STATION RECOVERY (2004)
 JX2294
 JX2294'RECOVERY NOTE BY US POWER SQUADRON 2004 (HB)
 JX2294'WOULD SUGGEST TO CHANGE LAST PARAGRAPH OF STATION DESCRIPTION TO
 JX2294'THE STATION IS 134 FEET NORTHEAST OF A CONCRETE BENCH NEXT TO A SIGN
 JX2294'POST, 153 FEET WESTNORTHWEST OF CENTER OF CONCRETE PAD WITH 4 INCH
 JX2294'PIPE IN CONCRETE, 244 FEET NORTHNORTHEAST FROM A STREET SIGN WARREN
 JX2294'STREET AND THIRD STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2295 ***********************************************************************
 JX2295  DESIGNATION -  COM 6
 JX2295  PID         -  JX2295
 JX2295  STATE/COUNTY-  OH/WASHINGTON
 JX2295  USGS QUAD   -  MARIETTA (1994)
 JX2295
 JX2295                         *CURRENT SURVEY CONTROL
 JX2295  ___________________________________________________________________
 JX2295* NAD 83(1995)-  39 28 16.50854(N)    081 28 43.46046(W)     ADJUSTED  
 JX2295* NAVD 88     -       204.0    (meters)     669.     (feet)  GPS OBS   
 JX2295  ___________________________________________________________________
 JX2295  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 JX2295  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX2295
 JX2295  HORZ ORDER  -  FIRST
 JX2295
 JX2295.The horizontal coordinates were established by GPS observations
 JX2295.and adjusted by the National Geodetic Survey in April 1998..
 JX2295
 JX2295.The orthometric height was determined by GPS observations and a
 JX2295.high-resolution geoid model.
 JX2295
 JX2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2295
 JX2295.The geoid height was determined by GEOID03.
 JX2295
 JX2295;                    North         East     Units Scale Factor Converg.
 JX2295;SPC OH S     -   163,825.662   687,870.919   MT  0.99993705   +0 38 52.8
 JX2295;UTM  17      - 4,369,183.449   458,821.447   MT  0.99962088   -0 18 15.6
 JX2295
 JX2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2295!SPC OH S     -   0.99997336  x   0.99993705  =   0.99991041
 JX2295!UTM  17      -   0.99997336  x   0.99962088  =   0.99959425
 JX2295
 JX2295                          SUPERSEDED SURVEY CONTROL
 JX2295
 JX2295  NAD 83(1986)-  39 28 16.51278(N)    081 28 43.46885(W) AD(       ) 1
 JX2295
 JX2295.Superseded values are not recommended for survey control.
 JX2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2295.See file dsdata.txt to determine how the superseded data were derived.
 JX2295
 JX2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5882169183(NAD 83)
 JX2295_MARKER: DD = SURVEY DISK
 JX2295_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2295_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2295_STAMPING: COM 6 1992
 JX2295_MARK LOGO: OH4730
 JX2295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2295+STABILITY: SURFACE MOTION
 JX2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2295+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JX2295
 JX2295  HISTORY     - Date     Condition        Report By
 JX2295  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2295
 JX2295                          STATION DESCRIPTION
 JX2295
 JX2295'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2295'THE STATION IS LOCATED IN WASHINGTON COUNTY, OHIO ABOUT 4.0 MILESNORTH
 JX2295'NORTHWEST OF THE CITY OF MARIETTA IN THE TOWN OF DEVOLA.
 JX2295'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 60 AND STATE
 JX2295'ROUTE 821 PROCEED NORTHWEST ALONG STATE ROUTE 60 1.22 MILESTO ITS
 JX2295'INTERSECTION WITH CHAMBERLAND DRIVE.  TURN LEFT AND PROCEED NORTHWEST
 JX2295'0.65 MILESTO ITS INTERSECTION WITH NUMBER 7 NESS PLACE AND THE
 JX2295'STATION ON THE LEFT.
 JX2295'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND
 JX2295'STAMPED COM 6 1992.  THE STATION IS 90.8 FEETSOUTHEAST FROM POWER
 JX2295'POLE NUMBER 41 1/2, 3.65 FEETSOUTHEAST FROM THE EDGE OF PAVEMENT OF
 JX2295'CONCRETE DRIVEWAY TO NUMBER 7 NESS PLACE AND 34.85 FEETSOUTHWEST FROM
 JX2295'THE CENTERLINE OF CHAMBERLAND DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2296 ***********************************************************************
 JX2296  DESIGNATION -  COM 7
 JX2296  PID         -  JX2296
 JX2296  STATE/COUNTY-  OH/WASHINGTON
 JX2296  USGS QUAD   -  MARIETTA (1994)
 JX2296
 JX2296                         *CURRENT SURVEY CONTROL
 JX2296  ___________________________________________________________________
 JX2296* NAD 83(1995)-  39 28 17.53410(N)    081 25 44.27060(W)     ADJUSTED  
 JX2296* NAVD 88     -       290.3    (meters)     952.     (feet)  GPS OBS   
 JX2296  ___________________________________________________________________
 JX2296  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 JX2296  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX2296
 JX2296  HORZ ORDER  -  FIRST
 JX2296
 JX2296.The horizontal coordinates were established by GPS observations
 JX2296.and adjusted by the National Geodetic Survey in April 1998..
 JX2296
 JX2296.The orthometric height was determined by GPS observations and a
 JX2296.high-resolution geoid model.
 JX2296
 JX2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2296
 JX2296.The geoid height was determined by GEOID03.
 JX2296
 JX2296;                    North         East     Units Scale Factor Converg.
 JX2296;SPC OH S     -   163,906.903   692,153.065   MT  0.99993706   +0 40 46.5
 JX2296;UTM  17      - 4,369,193.505   463,102.988   MT  0.99961676   -0 16 21.7
 JX2296
 JX2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2296!SPC OH S     -   0.99995982  x   0.99993706  =   0.99989688
 JX2296!UTM  17      -   0.99995982  x   0.99961676  =   0.99957660
 JX2296
 JX2296                          SUPERSEDED SURVEY CONTROL
 JX2296
 JX2296  NAD 83(1986)-  39 28 17.53835(N)    081 25 44.27897(W) AD(       ) 1
 JX2296
 JX2296.Superseded values are not recommended for survey control.
 JX2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2296.See file dsdata.txt to determine how the superseded data were derived.
 JX2296
 JX2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6310369194(NAD 83)
 JX2296_MARKER: DD = SURVEY DISK
 JX2296_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2296_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2296_STAMPING: COM 7 1992
 JX2296_MARK LOGO: OH4730
 JX2296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2296+STABILITY: SURFACE MOTION
 JX2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2296+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JX2296
 JX2296  HISTORY     - Date     Condition        Report By
 JX2296  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2296
 JX2296                          STATION DESCRIPTION
 JX2296
 JX2296'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2296'THE STATION IS LOCATED IN WASHINGTON COUNTY ABOUT 4.0 MILESNORTHEAST
 JX2296'OF THE CITY OF MARIETTA.
 JX2296'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 60 AND STATE
 JX2296'ROUTE 821 PROCEED NORTHEAST ALONG STATE ROUTE 821 1.7 MILESTO ITS
 JX2296'INTERSECTION WITH STATE ROUTE 375.  TURN RIGHT AND PROCEED NORTHEAST
 JX2296'ALONG STATE ROUTE 375 0.75 MILESTO ITS INTERSECTION WITH STATE ROUTE
 JX2296'42 AND THE STATION ON THE LEFT IN THE TRAFFIC ISLAND.
 JX2296'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE ABOUT 1 INCH ABOVE THE
 JX2296'GROUND STAMPED COM 7 1992.  THE STATION IS 37.6 FEETWEST FROM A FOUR
 JX2296'INCH IRON PIPE, 24.15 FEETEAST FROM A PK NAIL IN THE CENTER OF ROUTE
 JX2296'375, 52.0 FEETNORTH FROM THE SOUTHERN MOST POINT OF THE TRAFFIC
 JX2296'ISLAND AND 39.0 FEETSOUTH FROM THE CENTERLINE OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2297 ***********************************************************************
 JX2297  DESIGNATION -  COM 8
 JX2297  PID         -  JX2297
 JX2297  STATE/COUNTY-  OH/WASHINGTON
 JX2297  USGS QUAD   -  MARIETTA (1994)
 JX2297
 JX2297                         *CURRENT SURVEY CONTROL
 JX2297  ___________________________________________________________________
 JX2297* NAD 83(1995)-  39 27 11.21590(N)    081 25 50.44606(W)     ADJUSTED  
 JX2297* NAVD 88     -       279.9    (meters)     918.     (feet)  GPS OBS   
 JX2297  ___________________________________________________________________
 JX2297  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 JX2297  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX2297
 JX2297  HORZ ORDER  -  FIRST
 JX2297
 JX2297.The horizontal coordinates were established by GPS observations
 JX2297.and adjusted by the National Geodetic Survey in April 1998..
 JX2297
 JX2297.The orthometric height was determined by GPS observations and a
 JX2297.high-resolution geoid model.
 JX2297
 JX2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2297
 JX2297.The geoid height was determined by GEOID03.
 JX2297
 JX2297;                    North         East     Units Scale Factor Converg.
 JX2297;SPC OH S     -   161,860.167   692,029.695   MT  0.99993663   +0 40 42.6
 JX2297;UTM  17      - 4,367,149.757   462,945.671   MT  0.99961690   -0 16 25.2
 JX2297
 JX2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2297!SPC OH S     -   0.99996146  x   0.99993663  =   0.99989810
 JX2297!UTM  17      -   0.99996146  x   0.99961690  =   0.99957838
 JX2297
 JX2297                          SUPERSEDED SURVEY CONTROL
 JX2297
 JX2297  NAD 83(1986)-  39 27 11.22014(N)    081 25 50.45436(W) AD(       ) 1
 JX2297
 JX2297.Superseded values are not recommended for survey control.
 JX2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2297.See file dsdata.txt to determine how the superseded data were derived.
 JX2297
 JX2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6294667150(NAD 83)
 JX2297_MARKER: DD = SURVEY DISK
 JX2297_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2297_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2297_STAMPING: COM 8 1992
 JX2297_MARK LOGO: OH4730
 JX2297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2297+STABILITY: SURFACE MOTION
 JX2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2297+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JX2297
 JX2297  HISTORY     - Date     Condition        Report By
 JX2297  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2297
 JX2297                          STATION DESCRIPTION
 JX2297
 JX2297'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2297'THE STATION IS LOCATED IN WASHINGTON COUNTY ABOUT 3.0 MILESNORTHEAST
 JX2297'OF THE CITY OF MARIETTA.
 JX2297'TO REACH THE STATION FROM THE INTERSECTION OF GLENDALE ROAD AND
 JX2297'COLGATE STREET PROCEED NORTHEAST ALONG GLENDALE ROAD 1.35 MILESTO ITS
 JX2297'INTERSECTION WITH GRANT EDWARD DRIVE.  TURN LEFT AND PROCEED WEST
 JX2297'ALONG GRANT EDWARD DRIVE 0.3 MILESTO A PAVED T ROAD.  TURN RIGHT AND
 JX2297'PROCEED NORTH ALONG PAVED ROAD 0.1 MILESTO A CULDESAC AND THE STATION
 JX2297'IN LOT NUMBER 1.
 JX2297'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND
 JX2297'STAMPED COM 8 1992.  THE STATION IS 1.2 FEETNORTHWEST FROM THE EDGE
 JX2297'OF PAVEMENT, 29.4 FEETSOUTHWEST FROM THE SOUTHWEST CORNER OF A
 JX2297'UTILITY BOX AND 8.8 FEETNORTHEAST FROM A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2298 ***********************************************************************
 JX2298  DESIGNATION -  COM 9
 JX2298  PID         -  JX2298
 JX2298  STATE/COUNTY-  OH/WASHINGTON
 JX2298  USGS QUAD   -  MARIETTA (1994)
 JX2298
 JX2298                         *CURRENT SURVEY CONTROL
 JX2298  ___________________________________________________________________
 JX2298* NAD 83(1995)-  39 25 57.74896(N)    081 26 13.41788(W)     ADJUSTED  
 JX2298* NAVD 88     -       236.6    (meters)     776.     (feet)  GPS OBS   
 JX2298  ___________________________________________________________________
 JX2298  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 JX2298  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JX2298
 JX2298  HORZ ORDER  -  FIRST
 JX2298
 JX2298.The horizontal coordinates were established by GPS observations
 JX2298.and adjusted by the National Geodetic Survey in April 1998..
 JX2298
 JX2298.The orthometric height was determined by GPS observations and a
 JX2298.high-resolution geoid model.
 JX2298
 JX2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2298
 JX2298.The geoid height was determined by GEOID03.
 JX2298
 JX2298;                    North         East     Units Scale Factor Converg.
 JX2298;SPC OH S     -   159,588.265   691,507.211   MT  0.99993626   +0 40 28.0
 JX2298;UTM  17      - 4,364,887.573   462,385.686   MT  0.99961742   -0 16 39.4
 JX2298
 JX2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2298!SPC OH S     -   0.99996825  x   0.99993626  =   0.99990451
 JX2298!UTM  17      -   0.99996825  x   0.99961742  =   0.99958568
 JX2298
 JX2298                          SUPERSEDED SURVEY CONTROL
 JX2298
 JX2298  NAD 83(1986)-  39 25 57.75315(N)    081 26 13.42600(W) AD(       ) 1
 JX2298
 JX2298.Superseded values are not recommended for survey control.
 JX2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2298.See file dsdata.txt to determine how the superseded data were derived.
 JX2298
 JX2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6238664888(NAD 83)
 JX2298_MARKER: DD = SURVEY DISK
 JX2298_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JX2298_SP_SET: PREFAB CONC. POST IN CONCRETE
 JX2298_STAMPING: COM 9 1992
 JX2298_MARK LOGO: OH4730
 JX2298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2298+STABILITY: SURFACE MOTION
 JX2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2298+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JX2298
 JX2298  HISTORY     - Date     Condition        Report By
 JX2298  HISTORY     - 1992     MONUMENTED       GEOMET
 JX2298
 JX2298                          STATION DESCRIPTION
 JX2298
 JX2298'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1992
 JX2298'THE STATION IS LOCATED IN WASHINGTON COUNTY ABOUT 1.0 MILESNORTHEAST
 JX2298'OF THE CITY OF MARIETTA.
 JX2298'TO REACH THE STATION FROM THE INTERSECTION OF THIRD STREET AND PUTNAM
 JX2298'STREET PROCEED NORTHEAST ALONG PUTNAM STREET 0.35 MILESTO ITS
 JX2298'INTERSECTION WITH GLENDALE ROAD.  BEAR LEFT AND PROCEED NORTHEAST
 JX2298'ALONG GLENDALE ROAD 1.1 MILESTO ITS INTERSECTION WITH COLGATE ROAD
 JX2298'AND THE STATION ON THE RIGHT IN THE SOUTHEAST CORNER OF INTERSECTION.
 JX2298'THE STATION IS AN ALUMINUM DISK SET IN CONCRETE FLUSH WITH THE GROUND
 JX2298'STAMPED COM 9 1992.  THE STATION IS 37.9 FEETNORTHEAST FROM THE
 JX2298'CENTERLINE OF GLENDALE ROAD, 10.3 FEETEAST FROM POWER POLE NUMBER
 JX2298'1200, 94.4 FEETNORTHWEST FROM A CATCH BASIN AND 37.7 FEETSOUTHEAST
 JX2298'FROM THE CENTERLINE OF COLGATE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3423 ***********************************************************************
 KY3423  DESIGNATION -  COMPHER
 KY3423  PID         -  KY3423
 KY3423  STATE/COUNTY-  OH/BELMONT
 KY3423  USGS QUAD   -  PIEDMONT (1994)
 KY3423
 KY3423                         *CURRENT SURVEY CONTROL
 KY3423  ___________________________________________________________________
 KY3423* NAD 83(1995)-  40 09 54.68661(N)    081 10 29.07253(W)     ADJUSTED  
 KY3423* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 KY3423  ___________________________________________________________________
 KY3423  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 KY3423  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY3423
 KY3423  HORZ ORDER  -  THIRD
 KY3423
 KY3423.The horizontal coordinates were established by classical geodetic methods
 KY3423.and adjusted by the National Geodetic Survey in April 1998..
 KY3423
 KY3423.The orthometric height was scaled from a topographic map.
 KY3423
 KY3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3423
 KY3423.The geoid height was determined by GEOID03.
 KY3423
 KY3423;                    North         East     Units Scale Factor Converg.
 KY3423;SPC OH S     -   241,203.724   712,894.879   MT  1.00002875   +0 50 27.2
 KY3423;SPC OH N     -    56,218.291   712,898.359   MT  1.00006216   +0 52 14.3
 KY3423;UTM  17      - 4,446,106.671   485,120.045   MT  0.99960273   -0 06 45.7
 KY3423
 KY3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3423!SPC OH S     -   0.99994745  x   1.00002875  =   0.99997620
 KY3423!SPC OH N     -   0.99994745  x   1.00006216  =   1.00000961
 KY3423!UTM  17      -   0.99994745  x   0.99960273  =   0.99955020
 KY3423
 KY3423|---------------------------------------------------------------------|
 KY3423| PID    Reference Object                     Distance      Geod. Az  |
 KY3423|                                                           dddmmss.s |
 KY3423| CC9802 COMPHER RM 1                         44.537 METERS 07309     |
 KY3423| KY3411 FLUSHING MUNICIPAL TANK             APPROX. 9.5 KM 0995351.8 |
 KY3423| KY3424 HANNA COAL COMPANY MARK NEAR COMPHE   8.062 METERS 17353     |
 KY3423| KY3418 SEWELLSVILLE METHODIST CHURCH       APPROX. 8.2 KM 2030319.4 |
 KY3423| KY3420 SEWELLSVILLE RESET                  APPROX. 8.4 KM 2043837.2 |
 KY3423|---------------------------------------------------------------------|
 KY3423
 KY3423                          SUPERSEDED SURVEY CONTROL
 KY3423
 KY3423  NAD 83(1986)-  40 09 54.69209(N)    081 10 29.07752(W) AD(       ) 3
 KY3423  NAD 27      -  40 09 54.44780(N)    081 10 29.69520(W) AD(       ) 3
 KY3423
 KY3423.Superseded values are not recommended for survey control.
 KY3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3423.See file dsdata.txt to determine how the superseded data were derived.
 KY3423
 KY3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME8512046107(NAD 83)
 KY3423_MARKER: DS = TRIANGULATION STATION DISK
 KY3423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3423_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3423_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3423
 KY3423  HISTORY     - Date     Condition        Report By
 KY3423  HISTORY     - 1963     MONUMENTED       CGS
 KY3423  HISTORY     - 1979     MARK NOT FOUND   NGS
 KY3423
 KY3423                          STATION DESCRIPTION
 KY3423
 KY3423'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3423'THE STATION IS LOCATED ABOUT 6 MILES WEST OF FLUSHING, 16 MILES NW OF
 KY3423'ST. CLAIRSVILLE, 2-1/2 MILES
 KY3423'SOUTHEAST OF PIEDMONT, AND 0.2 MILE SOUTHEAST OF COMPHER.  IT IS 217
 KY3423'FEET SOUTH OF THE CENTERLINE
 KY3423'OF A PAVED ROAD, 151 FEET WEST OF THE CENTERLINE OF A
 KY3423'GRAVELED ROAD AND IT IS ON THE PROPERTY OF
 KY3423'HANNA COAL COMPANY.  THE MONUMENT IS FLUSH
 KY3423'AND THE DISK IS STAMPED COMPHER 1963.
 KY3423'
 KY3423'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 40 AND STATE
 KY3423'HIGHWAY 149 ABOUT 10 MILES
 KY3423'WEST OF ST. CLAIRSVILLE, GO NORTH ON STATE HIGHWAY 149 FOR 4.6 MILES
 KY3423'TO A FORK AND JUNCTION OF COUNTY
 KY3423'HIGHWAY 72 AND HIGHWAY 149.  TURN LEFT AND GO NORTHWEST
 KY3423'ON HIGHWAY 72 FOR 1.5 MILES TO ROCK HILL CEMETERY
 KY3423'ON THE LEFT AND SMALL SETTLEMENT,
 KY3423'ROCK HILL.  CONTINUE NORTHWEST FOR 2.6 MILES TO SIDE ROAD LEFT,
 KY3423'COUNTY HIGHWAY
 KY3423'106.  CONTINUE NORTHERLY ON HIGHWAY 72 FOR 0.2 MILES TO COUNTY
 KY3423'HIGHWAY 106 TO THE RIGHT.  CONTINUE
 KY3423'AHEAD NORTHWESTERLY FOR 1.85 MILES TO A GRAVELED SIDE ROAD LEFT.
 KY3423'TURN LEFT AND GO ABOUT 100 FEET.  THE
 KY3423'STATION IS ABOUT 150 FEET WEST OF THIS POINT IN
 KY3423'PASTURE.
 KY3423'
 KY3423'REFERENCE MARK 1 IS 24 FEET WEST OF THE GRAVELED ROAD, 125 FEET SOUTH
 KY3423'OF THE INTERSECTION OF
 KY3423'COUNTY HIGHWAY 72 AND GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE
 KY3423'DISK IS STAMPED COMPHER NO 1 1963.
 KY3423'
 KY3423'HANNA COAL CO. MARK IS 1 INCH STEEL PIN SET IN THE TOP OF A 6 INCH
 KY3423'SQUARE CONCRETE POST THAT
 KY3423'PROJECTS 6 INCHES AND WAS ESTABLISHED BY HANNA COAL COMPANY SURVEY.
 KY3423'IT IS 150 FEET WEST OF THE
 KY3423'CENTERLINE OF A GRAVELED ROAD AND 126 FEET SOUTH OF THE CENTERLINE
 KY3423'OF A PAVED ROAD.
 KY3423'
 KY3423'STATION SEWELLSVILLE (USGS) 1933 CAN BE USED AS AZIMUTH.
 KY3423'
 KY3423'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KY3423
 KY3423                          STATION RECOVERY (1979)
 KY3423
 KY3423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KY3423'NOTHING WAS FOUND AND ALL MARKS SHOULD BE CONSIDERED DESTROYED BY
 KY3423'STRIP MINING AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1999 ***********************************************************************
 MB1999  DESIGNATION -  COMSIA
 MB1999  PID         -  MB1999
 MB1999  STATE/COUNTY-  OH/MAHONING
 MB1999  USGS QUAD   -  CAMPBELL (1979)
 MB1999
 MB1999                         *CURRENT SURVEY CONTROL
 MB1999  ___________________________________________________________________
 MB1999* NAD 83(1995)-  41 04 45.61626(N)    080 34 37.25366(W)     ADJUSTED  
 MB1999* NAVD 88     -       353.     (meters)    1158.     (feet)  SCALED    
 MB1999  ___________________________________________________________________
 MB1999  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 MB1999  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 MB1999
 MB1999  HORZ ORDER  -  SECOND
 MB1999
 MB1999.The horizontal coordinates were established by classical geodetic methods
 MB1999.and adjusted by the National Geodetic Survey in April 1998..
 MB1999
 MB1999.The orthometric height was scaled from a topographic map.
 MB1999
 MB1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1999
 MB1999.The geoid height was determined by GEOID03.
 MB1999
 MB1999;                    North         East     Units Scale Factor Converg.
 MB1999;SPC OH N     -   158,652.721   761,573.624   MT  0.99993916   +1 15 47.9
 MB1999;SPC PA S     -   197,677.493   362,469.920   MT  1.00001965   -1 50 02.9
 MB1999;SPC PA S     -   648,546.91  1,189,203.40   sFT  1.00001965   -1 50 02.9
 MB1999;UTM  17      - 4,547,650.559   535,531.048   MT  0.99961554   +0 16 40.6
 MB1999
 MB1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1999!SPC OH N     -   0.99994999  x   0.99993916  =   0.99988915
 MB1999!SPC PA S     -   0.99994999  x   1.00001965  =   0.99996964
 MB1999!UTM  17      -   0.99994999  x   0.99961554  =   0.99956555
 MB1999
 MB1999|---------------------------------------------------------------------|
 MB1999| PID    Reference Object                     Distance      Geod. Az  |
 MB1999|                                                           dddmmss.s |
 MB1999| CX3459 COMSIA RM 1                          22.105 METERS 08605     |
 MB1999| CX3460 COMSIA RM 2                          31.662 METERS 19023     |
 MB1999| MB1997 CAMPBELL STANDPIPE                  APPROX. 0.7 KM 2312109.2 |
 MB1999| CX3458 COMSIA AZ MK                                       3573242.6 |
 MB1999|---------------------------------------------------------------------|
 MB1999
 MB1999                          SUPERSEDED SURVEY CONTROL
 MB1999
 MB1999  NAD 83(1986)-  41 04 45.62034(N)    080 34 37.25827(W) AD(       ) 2
 MB1999  NAD 27      -  41 04 45.40800(N)    080 34 38.00100(W) AD(       ) 2
 MB1999
 MB1999.Superseded values are not recommended for survey control.
 MB1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1999.See file dsdata.txt to determine how the superseded data were derived.
 MB1999
 MB1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3553147651(NAD 83)
 MB1999_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1999
 MB1999  HISTORY     - Date     Condition        Report By
 MB1999  HISTORY     - 1950     MONUMENTED       CGS
 MB1999
 MB1999                          STATION DESCRIPTION
 MB1999
 MB1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB1999'STATION IS LOCATED ABOUT 3 MILES EAST OF YOUNGSTOWN, 1 MILE SOUTH OF
 MB1999'COITSVILLE, NEAR THE
 MB1999'NORTHEAST LIMITS OF CAMPBELL AND ON THE EAST SIDE OF STRUTHERS ROAD.
 MB1999'IT IS IN THE NORTHWEST CORNER OF A
 MB1999'CULTIVATED FIELD, 70 FEET SOUTHEAST OF THE INTERSECTION OF
 MB1999'STRUTHERS ROAD AND HYATT AVENUE, 93 FEET
 MB1999'EAST OF THE INTERSECTION OF STRUTHERS ROAD AND
 MB1999'A PRIVATE DRIVEWAY, 43 FEET EAST OF THE CENTERLINE OF
 MB1999'STRUTHERS ROAD, 28 FEET SOUTHEAST OF
 MB1999'A WHITE WITNESS POST AND 21.5 FEET SOUTH OF AN EAST-WEST FENCELINE.
 MB1999'THE MARK IS STAMPED COMSIA 1949.
 MB1999'
 MB1999'REFERENCE MARK NO. 1 IS 8 FEET SOUTH OF AN EAST-WEST FENCELINE AND
 MB1999'NEAR THE NORTH EDGE OF A
 MB1999'CULTIVATED FIELD.  IT IS STAMPED COMSIA NO 1 1949.
 MB1999'
 MB1999'REFERENCE MARK NO. 2 IS 25 FEET EAST OF THE CENTERLINE OF STRUTHERS
 MB1999'ROAD AND IN A NORTH-SOUTH
 MB1999'FENCELINE.  IT IS STAMPED COMSIA NO 2 1949.
 MB1999'
 MB1999'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, 21
 MB1999'FEET WEST OF THE CENTERLINE
 MB1999'OF STRUTHERS ROAD, 2 FEET NORTHEAST OF A WHITE WITNESS POST AND 1-1/2
 MB1999'FEET EAST OF A POWER POLE.  THE MARK
 MB1999'IS STAMPED COMSIA 1949.
 MB1999'
 MB1999'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN COITSVILLE, GO WEST ON
 MB1999'U.S. HIGHWAY NO. 422 FOR 1/2
 MB1999'MILE THENCE SOUTH ON STRUTHERS ROAD FOR 0.5 MILE TO THE AZIMUTH MARK
 MB1999'ON THE RIGHT, CONTINUE AHEAD FOR 0.3
 MB1999'MILE TO THE INTERSECTION WITH HYATT AVENUE AND THE
 MB1999'STATION SITE ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6050 ***********************************************************************
 AB6050  CBN         -  This is a Cooperative Base Network Control Station.
 AB6050  DESIGNATION -  CON GAR
 AB6050  PID         -  AB6050
 AB6050  STATE/COUNTY-  OH/ASHTABULA
 AB6050  USGS QUAD   -  CONNEAUT (1996)
 AB6050
 AB6050                         *CURRENT SURVEY CONTROL
 AB6050  ___________________________________________________________________
 AB6050* NAD 83(1995)-  41 54 24.04553(N)    080 34 10.32409(W)     ADJUSTED  
 AB6050* NAVD 88     -       262.2    (meters)     860.     (feet)  GPS OBS   
 AB6050  ___________________________________________________________________
 AB6050  X           -     778,961.438 (meters)                     COMP
 AB6050  Y           -  -4,689,847.176 (meters)                     COMP
 AB6050  Z           -   4,238,047.353 (meters)                     COMP
 AB6050  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AB6050  ELLIP HEIGHT-         227.75  (meters)          (03/08/05) GPS OBS
 AB6050  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 AB6050
 AB6050  HORZ ORDER  -  B
 AB6050  ELLP ORDER  -  FOURTH    CLASS II
 AB6050
 AB6050.The horizontal coordinates were established by GPS observations
 AB6050.and adjusted by the National Geodetic Survey in August 1996..
 AB6050
 AB6050.The orthometric height was determined by GPS observations and a
 AB6050.high-resolution geoid model.
 AB6050
 AB6050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6050
 AB6050.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6050
 AB6050.The ellipsoidal height was determined by GPS observations
 AB6050.and is referenced to NAD 83.
 AB6050
 AB6050.The geoid height was determined by GEOID03.
 AB6050
 AB6050;                    North         East     Units Scale Factor Converg.
 AB6050;SPC OH N     -   250,529.232   760,168.369   MT  1.00004641   +1 16 05.6
 AB6050;UTM  17      - 4,639,504.600   535,702.209   MT  0.99961568   +0 17 15.1
 AB6050
 AB6050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6050!SPC OH N     -   0.99996428  x   1.00004641  =   1.00001069
 AB6050!UTM  17      -   0.99996428  x   0.99961568  =   0.99957997
 AB6050
 AB6050                          SUPERSEDED SURVEY CONTROL
 AB6050
 AB6050  ELLIP H (08/20/96)  227.74   (m)                       GP(       ) 4 2
 AB6050
 AB6050.Superseded values are not recommended for survey control.
 AB6050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6050.See file dsdata.txt to determine how the superseded data were derived.
 AB6050
 AB6050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3570239505(NAD 83)
 AB6050_MARKER: I = METAL ROD
 AB6050_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6050_STAMPING: CON GAR 1995
 AB6050_MARK LOGO: OHDT  
 AB6050_PROJECTION: FLUSH
 AB6050_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6050+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1999
 AB6050_ROD/PIPE-DEPTH: 16.5 meters
 AB6050_SLEEVE-DEPTH  : 1 meters
 AB6050
 AB6050  HISTORY     - Date     Condition        Report By
 AB6050  HISTORY     - 1995     MONUMENTED       OHDT
 AB6050  HISTORY     - 19990901 GOOD             PADT
 AB6050
 AB6050                          STATION DESCRIPTION
 AB6050
 AB6050'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (RR)
 AB6050'STATION IS LOCATED AT THE ODOT CONNEAUT OUTPOST, 879 SR 7, CONNEAUT,
 AB6050'OHIO.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 90 AND
 AB6050'STATE ROUTE 7, GO SOUTH ON STATE ROUTE 7 FOR 1.3 KM (0.80 MI) TO A
 AB6050'DRIVE ON THE RIGHT WHICH LEADS TO THE CONNEAUT OUTPOST.  PROCEED UP
 AB6050'THE DRIVE AND THROUGH THE GATE IN THE FENCE TO THE MARK IN THE
 AB6050'NORTH-EAST CORNER OF THE OUTPOST.  THE MARK IS 6.1 M (20.0 FT) WEST OF
 AB6050'THE EAST FENCE LINE AND 6.1 M (20.0 FT) SOUTH OF THE NORTH FENCE LINE.
 AB6050'OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION, DISTRICT 4
 AB6050'DEPUTY DIRECTOR, 705 OAKWOOD STREET, RAVENNA, OHIO 44266. NOTE--THE
 AB6050'MARK IS ACCESSIBLE ONLY BY ARRANGEMENT.  CONTACT THE ODOT ASHTABULA
 AB6050'COUNTY SUPERINTENDENT, (216) 997-2276, FOR ACCESS TO MARK.
 AB6050'NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
 AB6050
 AB6050                          STATION RECOVERY (1999)
 AB6050
 AB6050'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 AB6050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1317 ***********************************************************************
 JY1317  DESIGNATION -  CONGO
 JY1317  PID         -  JY1317
 JY1317  STATE/COUNTY-  OH/PERRY
 JY1317  USGS QUAD   -  CORNING (1995)
 JY1317
 JY1317                         *CURRENT SURVEY CONTROL
 JY1317  ___________________________________________________________________
 JY1317* NAD 83(1995)-  39 36 59.50434(N)    082 06 58.88657(W)     ADJUSTED  
 JY1317* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 JY1317  ___________________________________________________________________
 JY1317  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 JY1317  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JY1317
 JY1317  HORZ ORDER  -  SECOND
 JY1317
 JY1317.The horizontal coordinates were established by classical geodetic methods
 JY1317.and adjusted by the National Geodetic Survey in April 1998..
 JY1317
 JY1317.The orthometric height was scaled from a topographic map.
 JY1317
 JY1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1317
 JY1317.The geoid height was determined by GEOID03.
 JY1317
 JY1317;                    North         East     Units Scale Factor Converg.
 JY1317;SPC OH S     -   179,527.225   632,941.302   MT  0.99994409   +0 14 36.3
 JY1317;UTM  17      - 4,385,792.396   404,176.023   MT  0.99971305   -0 42 42.8
 JY1317
 JY1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1317!SPC OH S     -   0.99995674  x   0.99994409  =   0.99990083
 JY1317!UTM  17      -   0.99995674  x   0.99971305  =   0.99966980
 JY1317
 JY1317|---------------------------------------------------------------------|
 JY1317| PID    Reference Object                     Distance      Geod. Az  |
 JY1317|                                                           dddmmss.s |
 JY1317| CF3032 CONGO RM 1                           11.313 METERS 06051     |
 JY1317| CF3031 CONGO AZ MK                                        2324331.7 |
 JY1317| CF3033 CONGO RM 2                           10.573 METERS 28702     |
 JY1317|---------------------------------------------------------------------|
 JY1317
 JY1317                          SUPERSEDED SURVEY CONTROL
 JY1317
 JY1317  NAD 83(1986)-  39 36 59.50707(N)    082 06 58.89460(W) AD(       ) 2
 JY1317  NAD 27      -  39 36 59.25680(N)    082 06 59.36960(W) AD(       ) 2
 JY1317
 JY1317.Superseded values are not recommended for survey control.
 JY1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1317.See file dsdata.txt to determine how the superseded data were derived.
 JY1317
 JY1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0417685792(NAD 83)
 JY1317_MARKER: DS = TRIANGULATION STATION DISK
 JY1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1317
 JY1317  HISTORY     - Date     Condition        Report By
 JY1317  HISTORY     - 1959     MONUMENTED       CGS
 JY1317
 JY1317                          STATION DESCRIPTION
 JY1317
 JY1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JY1317'THE STATION IS ABOUT 11 MILES SOUTH OF CROOKSVILLE, 9 MILES SOUTHEAST
 JY1317'OF NEW LEXINGTON, 1.5 MILES NORTHWEST OF CORNING, AT THE
 JY1317'EAST EDGE OF THE VILLAGE OF CONGO, AT THE SOUTH SIDE OF THE ABANDONED
 JY1317'CONGO SCHOOL BUILDING, IN THE SOUTHWEST QUARTER OF SECTION 8, T
 JY1317'12 N, R 14 W, AND ON PROPERTY OWNED BY MR. JOHN STENSON.
 JY1317'
 JY1317'TO REACH THE STATION FROM THE POST OFFICE IN CROOKSVILLE, GO SOUTH ON
 JY1317'STATE HIGHWAY 75 FOR 5.4 MILES TO A CROSSROAD AND THE JUNCTION
 JY1317'OF STATE HIGHWAYS 13, 37 AND 75.  CONTINUE STRAIGHT AHEAD AND GO
 JY1317'SOUTH ON STATE HIGHWAY 13 FOR 3.35 MILES TO THE MOXAHALA POST
 JY1317'OFFICE ON THE LEFT IN MOXAHALA.  CONTINUE SOUTH ON STATE HIGHWAY 13
 JY1317'FOR 0.3 MILE TO A FORK IN THE ROAD (STATE HIGHWAY 13 TURNS TO THE
 JY1317'LEFT.).  BEAR RIGHT AND FOLLOW THE BLACKTOP ROAD SOUTHERLY FOR 3.25
 JY1317'MILES TO A T-ROAD ON THE RIGHT.  CONTINUE SOUTHERLY ON THE BLACKTOP
 JY1317'ROAD 0.05 MILE TO A POLE GATE ON THE LEFT. (CONTINUE
 JY1317'SOUTHERLY ON THE BLACKTOP ROAD 0.1 MILE TO A SIDE ROAD ON THE RIGHT.
 JY1317'TURN RIGHT AND GO WEST ON THE BLACKTOP ROAD 0.2 MILE TO THE
 JY1317'AZIMUTH MARK ON THE RIGHT.) PASS THROUGH THE GATE AND GO EASTERLY ON
 JY1317'THE GRAVEL ROAD TO THE TOP OF THE HILL.  BEAR LEFT AND GO
 JY1317'NORTHERLY FOR 0.1 MILE TO THE OLD SCHOOL BUILDING AND THE STATION AS
 JY1317'DESCRIBED.
 JY1317'
 JY1317'STATION MARKS ARE STANDARD DISKS STAMPED CONGO 1959.  THE SURFACE
 JY1317'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 JY1317'SURFACE OF THE GROUND.  IT IS 36.5 FEET SOUTHWEST OF THE SOUTHWEST
 JY1317'CORNER OF THE SCHOOL BUILDING, 31 FEET WEST OF A 36-INCH ELM
 JY1317'TREE WITH A TRIANGLE BLAZE AND 9 FEET NORTHWEST OF THE NORTHWEST
 JY1317'CORNER OF A CONCRETE WALK.  A STANDARD METAL WITNESS POST WAS SET
 JY1317'11 FEET WEST OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN
 JY1317'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE
 JY1317'GROUND.
 JY1317'
 JY1317'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CONGO NO 1 1959, IS SET
 JY1317'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 JY1317'GROUND.  IT IS AT THE SOUTHWEST CORNER OF THE SCHOOL BUILDING.
 JY1317'
 JY1317'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CONGO NO 2 1959, IS SET
 JY1317'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 JY1317'GROUND.  IT IS 65 FEET WEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 JY1317'BUILDING, 30 FEET EAST OF A NORTH-SOUTH FENCELINE AND 10 FEET
 JY1317'NORTHWEST OF A TWIN TRUNK HICKORY TREE.
 JY1317'
 JY1317'AZIMUTH MARK, A STANDARD DISK STAMPED CONGO 1959, IS SET IN A SQUARE
 JY1317'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 103 FEET EAST OF THE
 JY1317'SOUTHEAST CORNER OF A HOUSE, 91 FEET WEST OF A POWERLINE POLE AND 14
 JY1317'FEET NORTH OF THE CENTERLINE OF THE BLACKTOP ROAD.  A STANDARD
 JY1317'METAL WITNESS POST WAS SET 3 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1748 ***********************************************************************
 KZ1748  DESIGNATION -  CONGRESS
 KZ1748  PID         -  KZ1748
 KZ1748  STATE/COUNTY-  OH/WAYNE
 KZ1748  USGS QUAD   -  WEST SALEM (1981)
 KZ1748
 KZ1748                         *CURRENT SURVEY CONTROL
 KZ1748  ___________________________________________________________________
 KZ1748* NAD 83(1995)-  40 56 17.30759(N)    082 04 03.18010(W)     ADJUSTED  
 KZ1748* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 KZ1748  ___________________________________________________________________
 KZ1748  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 KZ1748  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KZ1748
 KZ1748  HORZ ORDER  -  SECOND
 KZ1748
 KZ1748.The horizontal coordinates were established by classical geodetic methods
 KZ1748.and adjusted by the National Geodetic Survey in April 1998..
 KZ1748
 KZ1748.The orthometric height was scaled from a topographic map.
 KZ1748
 KZ1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1748
 KZ1748.The geoid height was determined by GEOID03.
 KZ1748
 KZ1748;                    North         East     Units Scale Factor Converg.
 KZ1748;SPC OH N     -   141,282.133   636,415.981   MT  0.99994169   +0 17 02.8
 KZ1748;UTM  17      - 4,532,438.777   410,132.774   MT  0.99969940   -0 41 58.4
 KZ1748
 KZ1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1748!SPC OH N     -   0.99994721  x   0.99994169  =   0.99988891
 KZ1748!UTM  17      -   0.99994721  x   0.99969940  =   0.99964663
 KZ1748
 KZ1748:                Primary Azimuth Mark                     Grid Az
 KZ1748:SPC OH N     -  CONGRESS AZ MK                           098 37 39.6
 KZ1748:UTM  17      -  CONGRESS AZ MK                           099 36 40.8
 KZ1748
 KZ1748|---------------------------------------------------------------------|
 KZ1748| PID    Reference Object                     Distance      Geod. Az  |
 KZ1748|                                                           dddmmss.s |
 KZ1748| AI7819 CONGRESS AZ MK                                     0985442.4 |
 KZ1748| AI7820 CONGRESS RM 1                        60.026 METERS 11427     |
 KZ1748| AI7821 CONGRESS RM 2                        55.075 METERS 24359     |
 KZ1748| KZ1747 WEST SALEM MUNICIPAL TANK           APPROX. 5.1 KM 3215613.7 |
 KZ1748|---------------------------------------------------------------------|
 KZ1748
 KZ1748                          SUPERSEDED SURVEY CONTROL
 KZ1748
 KZ1748  NAD 83(1986)-  40 56 17.31464(N)    082 04 03.18769(W) AD(       ) 2
 KZ1748  NAD 27      -  40 56 17.11042(N)    082 04 03.63913(W) AD(       ) 2
 KZ1748
 KZ1748.Superseded values are not recommended for survey control.
 KZ1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1748.See file dsdata.txt to determine how the superseded data were derived.
 KZ1748
 KZ1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF1013332439(NAD 83)
 KZ1748_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1748
 KZ1748  HISTORY     - Date     Condition        Report By
 KZ1748  HISTORY     - 1959     MONUMENTED       CGS
 KZ1748  HISTORY     - 1970     GOOD             OHHD
 KZ1748
 KZ1748                          STATION DESCRIPTION
 KZ1748
 KZ1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1748'THE STATION IS ABOUT 3 MILES SOUTHEAST OF WEST SALEM, 1 MILE
 KZ1748'NORTHWEST OF CONGRESS, 100 FEET
 KZ1748'NORTH OF WAYNE COUNTY ROUTE 87, ON THE BOUNDARY LINE OF THE PROPERTY
 KZ1748'OF MR.  FOREST JEWELL AND MR.
 KZ1748'CHARLES FOWRER, IN SECTION 21, T-21-W, R-14-W.
 KZ1748'
 KZ1748'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF MAIN
 KZ1748'STREET AND U.S.  HIGHWAY 42 IN
 KZ1748'WEST SALEM, GO SOUTH ON MAIN STREET 1 BLOCK TO CONGRESS STREET.  TURN
 KZ1748'LEFT ON CONGRESS STREET (WAYNE COUNTY
 KZ1748'ROUTE 503) AND GO EAST AND SOUTH FOR 2.0 MILES TO THE
 KZ1748'INTERSTATE HIGHWAY UNDERPASS.  CONTINUE SOUTHERLY
 KZ1748'ON ROUTE 503 FOR 0.6 MILES TO A GRAVEL
 KZ1748'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON WAYNE COUNTY ROUTE
 KZ1748'87 FOR 0.5 MILE TO THE HOME OF MR.
 KZ1748'CARL EICHER ON THE RIGHT.  CONTINUE EAST 0.3 MILE TO THE STATION ON
 KZ1748'THE LEFT JUST SOUTH OF A GROUP OF
 KZ1748'SMALL TREES.
 KZ1748'
 KZ1748'STATION MARKS ARE STANDARD DISK STAMPED CONGRESS 1959.  THE SURFACE
 KZ1748'DISK IS SET IN A SQUARE
 KZ1748'CONCRETE POST 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 101
 KZ1748'FEET NORTH OF THE CENTERLINE OF
 KZ1748'ROUTE 87, 198 FEET NORTHWEST OF A POWERLINE POLE, 182 FEET NORTHEAST
 KZ1748'OF A POWERLINE POLE AND 65 FEET SOUTH
 KZ1748'OF THE SOUTH ONE OF THREE SMALL TREES.  THE
 KZ1748'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 KZ1748'32 INCHES BELOW THE SURFACE OF THE
 KZ1748'GROUND.
 KZ1748'
 KZ1748'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CONGRESS NO 1 1959, IS
 KZ1748'SET IN A SQUARE CONCRETE
 KZ1748'POST WHICH PROJECTS 4 INCHES.  IT IS 22 FEET NORTH OF THE CENTERLINE
 KZ1748'OF ROUTE 87 AND 1.5 FEET SOUTHWEST
 KZ1748'OF A POWERLINE POLE.
 KZ1748'
 KZ1748'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CONGRESS NO 2 1959, IS
 KZ1748'SET IN A SQUARE CONCRETE
 KZ1748'POST WHICH PROJECTS 5 INCHES.  IT IS 21 FEET NORTH OF THE CENTERLINE
 KZ1748'OF ROUTE 87 AND 2 FEET EAST OF A
 KZ1748'POWERLINE POLE.  A STANDARD METAL WITNESS POST WAS SET
 KZ1748'1.6 FEET EAST OF THE MARK.
 KZ1748'
 KZ1748'AZIMUTH MARK IS A STANDARD DISK STAMPED CONGRESS 1959, SET IN A
 KZ1748'SQUARE CONCRETE POST WHICH
 KZ1748'PROJECTS 4 INCHES.  IT IS 27 FEET WEST OF THE CENTERLINE OF WAYNE
 KZ1748'COUNTY ROUTE 36, 5 FEET SOUTH OF
 KZ1748'A POWERLINE POLE NO. 25, 106 FEET NORTH OF A BOARD GATE AND
 KZ1748'5 FEET WEST OF A NORTH-SOUTH FENCELINE.  A
 KZ1748'STANDARD METAL WITNESS POST WAS SET 1.5 FEET
 KZ1748'SOUTH OF THE MARK.
 KZ1748'
 KZ1748'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON ROUTE 87 FOR
 KZ1748'0.5 MILE TO A CROSSROAD.  TURN
 KZ1748'RIGHT AND GO SOUTH ON ROUTE 36 FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 KZ1748'
 KZ1748'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KZ1748
 KZ1748                          STATION RECOVERY (1970)
 KZ1748
 KZ1748'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (AF)
 KZ1748'STATION MARK CONGRESS RECOVERED GOOD.
 KZ1748'
 KZ1748'R. M. NO. 1 RECOVERED GOOD.
 KZ1748'
 KZ1748'R. M. NO. 2 RECOVERED GOOD.
 KZ1748'
 KZ1748'AZIMUTH RECOVERED GOOD.
 KZ1748'
 KZ1748'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI. N.W. OF CONGRESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI7821 ***********************************************************************
 AI7821  DESIGNATION -  CONGRESS RM 2
 AI7821  PID         -  AI7821
 AI7821  STATE/COUNTY-  OH/WAYNE
 AI7821  USGS QUAD   -  WEST SALEM (1981)
 AI7821
 AI7821                         *CURRENT SURVEY CONTROL
 AI7821  ___________________________________________________________________
 AI7821* NAD 83(1995)-  40 56 16.52440(N)    082 04 05.29584(W)     ADJUSTED  
 AI7821* NAVD 88     -       371.5    (meters)    1219.     (feet)  GPS OBS   
 AI7821  ___________________________________________________________________
 AI7821  X           -     665,878.122 (meters)                     COMP
 AI7821  Y           -  -4,779,201.557 (meters)                     COMP
 AI7821  Z           -   4,157,439.539 (meters)                     COMP
 AI7821  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AI7821  ELLIP HEIGHT-         338.21  (meters)          (10/07/05) GPS OBS
 AI7821  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 AI7821
 AI7821  HORZ ORDER  -  FIRST
 AI7821  ELLP ORDER  -  FOURTH    CLASS I
 AI7821
 AI7821.The horizontal coordinates were established by GPS observations
 AI7821.and adjusted by the National Geodetic Survey in October 2000..
 AI7821
 AI7821.The orthometric height was determined by GPS observations and a
 AI7821.high-resolution geoid model.
 AI7821
 AI7821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7821
 AI7821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7821
 AI7821.The ellipsoidal height was determined by GPS observations
 AI7821.and is referenced to NAD 83.
 AI7821
 AI7821.The geoid height was determined by GEOID03.
 AI7821
 AI7821;                    North         East     Units Scale Factor Converg.
 AI7821;SPC OH N     -   141,257.729   636,366.611   MT  0.99994169   +0 17 01.4
 AI7821;UTM  17      - 4,532,415.230   410,083.005   MT  0.99969951   -0 41 59.8
 AI7821
 AI7821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7821!SPC OH N     -   0.99994695  x   0.99994169  =   0.99988864
 AI7821!UTM  17      -   0.99994695  x   0.99969951  =   0.99964648
 AI7821
 AI7821                          SUPERSEDED SURVEY CONTROL
 AI7821
 AI7821.No superseded survey control is available for this station.
 AI7821
 AI7821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF1008332415(NAD 83)
 AI7821_MARKER: DR = REFERENCE MARK DISK
 AI7821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7821_STAMPING: CONGRESS RM2 1959
 AI7821_MARK LOGO: CGS   
 AI7821_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7821+STABILITY: SURFACE MOTION
 AI7821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7821+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998
 AI7821
 AI7821  HISTORY     - Date     Condition        Report By
 AI7821  HISTORY     - 1959     MONUMENTED       CGS
 AI7821  HISTORY     - 19980323 GOOD             GCS
 AI7821
 AI7821                          STATION DESCRIPTION
 AI7821
 AI7821'DESCRIBED BY GEODETIC CONSULTING SERVICES 1998 (KDZ)
 AI7821'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2012 ***********************************************************************
 KZ2012  DESIGNATION -  CONLEY
 KZ2012  PID         -  KZ2012
 KZ2012  STATE/COUNTY-  OH/MARION
 KZ2012  USGS QUAD   -  MARION WEST (1973)
 KZ2012
 KZ2012                         *CURRENT SURVEY CONTROL
 KZ2012  ___________________________________________________________________
 KZ2012* NAD 83(1995)-  40 33 16.15191(N)    083 08 07.76234(W)     ADJUSTED  
 KZ2012* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 KZ2012  ___________________________________________________________________
 KZ2012  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 KZ2012  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KZ2012
 KZ2012  HORZ ORDER  -  FIRST
 KZ2012
 KZ2012.The horizontal coordinates were established by classical geodetic methods
 KZ2012.and adjusted by the National Geodetic Survey in April 1998..
 KZ2012
 KZ2012.The orthometric height was scaled from a topographic map.
 KZ2012
 KZ2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2012
 KZ2012.The geoid height was determined by GEOID03.
 KZ2012
 KZ2012;                    North         East     Units Scale Factor Converg.
 KZ2012;SPC OH N     -    98,785.355   546,176.187   MT  0.99997900   -0 25 02.9
 KZ2012;UTM  17      - 4,491,494.059   319,191.659   MT  1.00000242   -1 23 19.7
 KZ2012
 KZ2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2012!SPC OH N     -   0.99995711  x   0.99997900  =   0.99993611
 KZ2012!UTM  17      -   0.99995711  x   1.00000242  =   0.99995953
 KZ2012
 KZ2012:                Primary Azimuth Mark                     Grid Az
 KZ2012:SPC OH N     -  MARION MILLING CO FLAGPOLE               006 10 02.9
 KZ2012:UTM  17      -  MARION MILLING CO FLAGPOLE               007 08 19.7
 KZ2012
 KZ2012|---------------------------------------------------------------------|
 KZ2012| PID    Reference Object                     Distance      Geod. Az  |
 KZ2012|                                                           dddmmss.s |
 KZ2012| KZ2013 MARION MILLING CO FLAGPOLE          APPROX. 4.0 KM 0054500.0 |
 KZ2012| KZ2015 MARION CATHOLIC CHURCH SPIRE        APPROX. 4.2 KM 0070928.9 |
 KZ2012| KZ2014 MARION COURTHOUSE                   APPROX. 3.9 KM 0085401.3 |
 KZ2012| CE5901 CONLEY RM 1                         288.170 METERS 02507     |
 KZ2012| KZ2011 MONNETT                             APPROX.15.2 KM 0410817.0 |
 KZ2012| CE5902 CONLEY RM 2                         145.100 METERS 28859     |
 KZ2012|---------------------------------------------------------------------|
 KZ2012
 KZ2012                          SUPERSEDED SURVEY CONTROL
 KZ2012
 KZ2012  NAD 83(1986)-  40 33 16.15724(N)    083 08 07.77283(W) AD(       ) 1
 KZ2012  NAD 27      -  40 33 15.94400(N)    083 08 08.08700(W) AD(       ) 1
 KZ2012
 KZ2012.Superseded values are not recommended for survey control.
 KZ2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2012.See file dsdata.txt to determine how the superseded data were derived.
 KZ2012
 KZ2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1919291494(NAD 83)
 KZ2012_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2012
 KZ2012  HISTORY     - Date     Condition        Report By
 KZ2012  HISTORY     - 1928     MONUMENTED       CGS
 KZ2012  HISTORY     - 1929     SEE DESCRIPTION  CGS
 KZ2012
 KZ2012                          STATION DESCRIPTION
 KZ2012
 KZ2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 KZ2012'ABOUT 2 MILES DUE SOUTH OF MARION, ON THE HIGHEST POINT OF A KNOLL IN
 KZ2012'A PASTURE, 100 YARDS SOUTHEAST OF
 KZ2012'AN OLD CABIN AND WELL, AND 80 YARDS EAST
 KZ2012'OF A PAVED ROAD.  LAND IS OWNED BY
 KZ2012'MR. J.B. CONLEY AND OCCUPIED
 KZ2012'BY MR. MCDONALD.
 KZ2012'
 KZ2012'REACHED FROM MARION BY HIGHWAY 4 SOUTH ABOUT 1-3/4 MILES, THENCE
 KZ2012'TURN SOUTHEAST ON
 KZ2012'PAVED ROAD ABOUT 1/2 MILE TO STATION.
 KZ2012'
 KZ2012'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KZ2012'DISKS SET AS
 KZ2012'DESCRIBED IN NOTES 1A, 7A AND 11A.
 KZ2012'
 KZ2012'HEIGHT OF SIGNAL ABOVE STATION MARK- 90 FEET.
 KZ2012
 KZ2012                          STATION RECOVERY (1929)
 KZ2012
 KZ2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (WM)
 KZ2012'RECOVERED AS DESCRIBED.  MARK AND REFERENCES IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2073 ***********************************************************************
 MB2073  DESIGNATION -  CONN
 MB2073  PID         -  MB2073
 MB2073  STATE/COUNTY-  OH/ASHTABULA
 MB2073  USGS QUAD   -  CONNEAUT (1996)
 MB2073
 MB2073                         *CURRENT SURVEY CONTROL
 MB2073  ___________________________________________________________________
 MB2073* NAD 83(1995)-  41 58 47.70852(N)    080 33 28.69794(W)     ADJUSTED  
 MB2073* NAVD 88     -       197.     (meters)     646.     (feet)  VERTCON   
 MB2073  ___________________________________________________________________
 MB2073  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 MB2073  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 MB2073
 MB2073  HORZ ORDER  -  SECOND
 MB2073
 MB2073.The horizontal coordinates were established by classical geodetic methods
 MB2073.and adjusted by the National Geodetic Survey in April 1998..
 MB2073
 MB2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2073
 MB2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2073
 MB2073.The geoid height was determined by GEOID03.
 MB2073
 MB2073;                    North         East     Units Scale Factor Converg.
 MB2073;SPC OH N     -   258,683.866   760,946.427   MT  1.00006600   +1 16 32.9
 MB2073;SPC PA N     -   205,146.726   367,323.886   MT  1.00000499   -1 51 27.3
 MB2073;SPC PA N     -   673,052.22  1,205,128.45   sFT  1.00000499   -1 51 27.3
 MB2073;UTM  17      - 4,647,641.145   536,619.283   MT  0.99961650   +0 17 44.4
 MB2073
 MB2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2073!SPC OH N     -   0.99997457  x   1.00006600  =   1.00004057
 MB2073!SPC PA N     -   0.99997457  x   1.00000499  =   0.99997956
 MB2073!UTM  17      -   0.99997457  x   0.99961650  =   0.99959108
 MB2073
 MB2073|---------------------------------------------------------------------|
 MB2073| PID    Reference Object                     Distance      Geod. Az  |
 MB2073|                                                           dddmmss.s |
 MB2073| MB2067 CONNEAUT EAST BREAKWATER LT         206.591 METERS 06859     |
 MB2073| MB2063 CONNEAUT WEST PIER LIGHT 4          APPROX. 1.0 KM 1410103.1 |
 MB2073| MB2058 CONNEAUT MUNICIPAL TANK             APPROX. 5.1 KM 2060802.0 |
 MB2073|---------------------------------------------------------------------|
 MB2073
 MB2073                          SUPERSEDED SURVEY CONTROL
 MB2073
 MB2073  NAD 83(1986)-  41 58 47.71036(N)    080 33 28.69918(W) AD(       ) 2
 MB2073  NAD 27      -  41 58 47.49266(N)    080 33 29.39832(W) AD(       ) 2
 MB2073  NGVD 29 (07/19/86)  197.     (m)          646.     (f) VERT ANG       
 MB2073
 MB2073.Superseded values are not recommended for survey control.
 MB2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2073.See file dsdata.txt to determine how the superseded data were derived.
 MB2073
 MB2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3661947641(NAD 83)
 MB2073_MARKER: DD = SURVEY DISK
 MB2073_SETTING: 0 = UNSPECIFIED SETTING
 MB2073_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB2073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2073
 MB2073  HISTORY     - Date     Condition        Report By
 MB2073  HISTORY     - 1974     MONUMENTED       USLS
 MB2073  HISTORY     - 19931208 GOOD             OHDT
 MB2073  HISTORY     - 19960616 MARK NOT FOUND   USPSQD
 MB2073
 MB2073                          STATION DESCRIPTION
 MB2073
 MB2073'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2073'SECOND ORDER EODM TRAVERSE STATION--CLEVELAND-BUFFALO SCHEME
 MB2073'
 MB2073'STATION IS LOCATED ON THE SOUTH SHORE OF LAKE ERIE, ATOP THE
 MB2073'WEST BREAKWALL LIGHT IN CONNEAUT HARBOR.
 MB2073'
 MB2073'THE LIGHT IS LOCATED ON A DETACHED BREAKWALL THEREFORE ACCESS IS
 MB2073'BY BOAT ONLY.  ONCE ACCESS TO THE LIGHT IS OBTAINED PROCEED TO THE
 MB2073'MAIN LIGHT AT THE TOP AND THE STATION.
 MB2073'
 MB2073'STATION MARK IS A STANDARD BRONZE DISK EPOXIED FLUSH ATOP THE
 MB2073'STEEL DECK OF THE LIGHTHOUSE, STAMPED CONN LSC 1974, AND
 MB2073'LOCATED 2.92 FEET FROM THE CENTERLINE OF THE MAIN LIGHT, 3.97
 MB2073'FEET FROM THE SOUTHERNMOST CORNER OF THE HATCH COVER, 1.74 FEET
 MB2073'FROM THE EDGE OF THE RESERVE LIGHT MAST, 2.72 FEET FROM THE
 MB2073'SOUTHERNMOST RAIL POST AND 3.94 FEET FROM THE MOST NEARLY
 MB2073'NORTHWEST POST.
 MB2073'
 MB2073'NO REFERENCE MARKS WERE SET.  EXCELLENT VISIBILITY IS AFFORDED
 MB2073'TO ALL POINTS EXCEPT TO THE SOUTHEAST WHERE THE RESERVE LIGHT
 MB2073'OBSTRUCTS LINE OF SIGHT.
 MB2073'
 MB2073'THE KEY TO THE LIGHT MUST BE OBTAINED FROM THE ASHTABULA COAST
 MB2073'GUARD STATION.  COAST GUARD SHOULD BE NOTIFIED BEFORE EVERY ENTRY
 MB2073'SINCE THERE IS AN ALARM INSTALLED IN THE LIGHT.
 MB2073'
 MB2073'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 MB2073
 MB2073                          STATION RECOVERY (1993)
 MB2073
 MB2073'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2073'RECOVERED IN GOOD CONDITION.
 MB2073
 MB2073                          STATION RECOVERY (1996)
 MB2073
 MB2073'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0987 ***********************************************************************
 MB0987  DESIGNATION -  CONNEAUT
 MB0987  PID         -  MB0987
 MB0987  STATE/COUNTY-  OH/ASHTABULA
 MB0987  USGS QUAD   -  CONNEAUT (1996)
 MB0987
 MB0987                         *CURRENT SURVEY CONTROL
 MB0987  ___________________________________________________________________
 MB0987* NAD 83(1986)-  41 56 39.     (N)    080 33 23.     (W)     SCALED    
 MB0987* NAVD 88     -       201.527  (meters)     661.18   (feet)  ADJUSTED  
 MB0987  ___________________________________________________________________
 MB0987  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 MB0987  DYNAMIC HT  -         201.456 (meters)     660.94  (feet)  COMP
 MB0987  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 MB0987
 MB0987  VERT ORDER  -  FIRST     CLASS II
 MB0987
 MB0987.The horizontal coordinates were scaled from a topographic map and have
 MB0987.an estimated accuracy of +/- 6 seconds.
 MB0987
 MB0987.The orthometric height was determined by differential leveling
 MB0987.and adjusted by the National Geodetic Survey in June 1991..
 MB0987
 MB0987.The geoid height was determined by GEOID03.
 MB0987
 MB0987.The dynamic height is computed by dividing the NAVD 88
 MB0987.geopotential number by the normal gravity value computed on the
 MB0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0987.degrees latitude (g = 980.6199 gals.).
 MB0987
 MB0987.The modeled gravity was interpolated from observed gravity values.
 MB0987
 MB0987;                    North         East    Units  Estimated Accuracy
 MB0987;SPC OH N     -   254,720.      761,170.      MT  (+/- 180 meters Scaled)
 MB0987
 MB0987                          SUPERSEDED SURVEY CONTROL
 MB0987
 MB0987  NGVD 29 (06/03/92)  201.728  (m)          661.84   (f) ADJUSTED    1 2
 MB0987
 MB0987.Superseded values are not recommended for survey control.
 MB0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0987.See file dsdata.txt to determine how the superseded data were derived.
 MB0987
 MB0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG367436(NAD 83)
 MB0987_MARKER: DB = BENCH MARK DISK
 MB0987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0987_SP_SET: WALL
 MB0987_STAMPING: CONNEAUT 1934
 MB0987_MARK LOGO: CGS   
 MB0987_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0987
 MB0987  HISTORY     - Date     Condition        Report By
 MB0987  HISTORY     - 1934     MONUMENTED       CGS
 MB0987  HISTORY     - 1941     GOOD             NGS
 MB0987  HISTORY     - 1981     GOOD             NGS
 MB0987  HISTORY     - 1988     GOOD             USPSQD
 MB0987  HISTORY     - 19900101 GOOD             OHDT
 MB0987  HISTORY     - 19920820 GOOD             USPSQD
 MB0987
 MB0987                          STATION DESCRIPTION
 MB0987
 MB0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MB0987'AT CONNEAUT.
 MB0987'AT CONNEAUT, ASHTABULA COUNTY, AT THE SOUTHEAST CORNER OF THE
 MB0987'FOUNDATION OF THE POST OFFICE, IN THE EAST WALL, 6 INCHES FROM
 MB0987'THE CORNER, AND 1-1/2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 MB0987'STAMPED CONNEAUT 1934 AND SET VERTICALLY.
 MB0987
 MB0987                          STATION RECOVERY (1981)
 MB0987
 MB0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB0987'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MB0987'IN CONNEAUT, AT THE NORTHWEST ANGLE OF THE INTERSECTION OF STATE AND
 MB0987'BROAD STREETS, SET VERTICALLY IN THE EAST FACE OF THE US POST OFFICE
 MB0987'AND NEAR THE SOUTHEAST CORNER OF THE BUILDING, 8.23 METERS (27.0 FEET)
 MB0987'WEST OF THE WEST CURB OF BROAD STREET, 7.62 METERS (25.0 FEET) NORTH
 MB0987'OF THE NORTH CURB OF STATE STREET AND 0.18 METER (0.6 FEET) NORTH OF
 MB0987'THE SOUTHEAST CORNER OF THE BUILDING.
 MB0987'THE MARK IS 0.60 M ABOVE THE SIDEWALK.
 MB0987
 MB0987                          STATION RECOVERY (1988)
 MB0987
 MB0987'RECOVERY NOTE BY US POWER SQUADRON 1988 (KB)
 MB0987'RECOVERED IN GOOD CONDITION.
 MB0987
 MB0987                          STATION RECOVERY (1990)
 MB0987
 MB0987'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (PT)
 MB0987'RECOVERED IN GOOD CONDITION.
 MB0987
 MB0987                          STATION RECOVERY (1992)
 MB0987
 MB0987'RECOVERY NOTE BY US POWER SQUADRON 1992 (BO)
 MB0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2057 ***********************************************************************
 MB2057  DESIGNATION -  CONNEAUT
 MB2057  PID         -  MB2057
 MB2057  STATE/COUNTY-  OH/ASHTABULA
 MB2057  USGS QUAD   -  CONNEAUT (1996)
 MB2057
 MB2057                         *CURRENT SURVEY CONTROL
 MB2057  ___________________________________________________________________
 MB2057* NAD 83(1995)-  41 53 52.68097(N)    080 36 50.11039(W)     ADJUSTED  
 MB2057* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 MB2057  ___________________________________________________________________
 MB2057  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 MB2057  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 MB2057
 MB2057  HORZ ORDER  -  FIRST
 MB2057
 MB2057.The horizontal coordinates were established by classical geodetic methods
 MB2057.and adjusted by the National Geodetic Survey in April 1998..
 MB2057
 MB2057.The orthometric height was scaled from a topographic map.
 MB2057
 MB2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2057
 MB2057.The geoid height was determined by GEOID03.
 MB2057
 MB2057;                    North         East     Units Scale Factor Converg.
 MB2057;SPC OH N     -   249,481.144   756,507.300   MT  1.00004419   +1 14 20.6
 MB2057;SPC PA N     -   196,200.926   362,388.625   MT  0.99999197   -1 53 40.5
 MB2057;SPC PA N     -   643,702.54  1,188,936.68   sFT  0.99999197   -1 53 40.5
 MB2057;UTM  17      - 4,638,519.768   532,025.319   MT  0.99961262   +0 15 28.2
 MB2057
 MB2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2057!SPC OH N     -   0.99996356  x   1.00004419  =   1.00000775
 MB2057!SPC PA N     -   0.99996356  x   0.99999197  =   0.99995553
 MB2057!UTM  17      -   0.99996356  x   0.99961262  =   0.99957620
 MB2057
 MB2057|---------------------------------------------------------------------|
 MB2057| PID    Reference Object                     Distance      Geod. Az  |
 MB2057|                                                           dddmmss.s |
 MB2057| CX3469 CONNEAUT RM 1                        38.067 METERS 12707     |
 MB2057| MB2056 CONNEAUT RM 3                        28.328 METERS 20318     |
 MB2057| CX3470 CONNEAUT RM 2                        39.261 METERS 23238     |
 MB2057| CX3468 CONNEAUT AZ MK                                     2823355.6 |
 MB2057|---------------------------------------------------------------------|
 MB2057
 MB2057                          SUPERSEDED SURVEY CONTROL
 MB2057
 MB2057  NAD 83(1986)-  41 53 52.68307(N)    080 36 50.11243(W) AD(       ) 1
 MB2057  NAD 27      -  41 53 52.47600(N)    080 36 50.84700(W) AD(       ) 1
 MB2057
 MB2057.Superseded values are not recommended for survey control.
 MB2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2057.See file dsdata.txt to determine how the superseded data were derived.
 MB2057
 MB2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3202538520(NAD 83)
 MB2057_MARKER: U = CONCRETE POST
 MB2057_SETTING: 0 = UNSPECIFIED SETTING
 MB2057_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB2057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2057
 MB2057  HISTORY     - Date     Condition        Report By
 MB2057  HISTORY     - 1876     MONUMENTED       USLS
 MB2057  HISTORY     - 1938     SEE DESCRIPTION  USLS
 MB2057  HISTORY     - 1961     SEE DESCRIPTION  CGS
 MB2057  HISTORY     - 19931116 GOOD             OHDT
 MB2057  HISTORY     - 19960704 MARK NOT FOUND   USPSQD
 MB2057
 MB2057                          STATION DESCRIPTION
 MB2057
 MB2057'DESCRIBED BY US LAKE SURVEY 1876
 MB2057'THIS STATION IS SITUATED ON THE SOUTH RIDGE, A HEIGHT OF LAND
 MB2057'RUNNING IN AN
 MB2057'EASTERLY AND WESTERLY DIRECTION, IN THE SOUTHWEST
 MB2057'CORNER OF CONNEAUT TOWNSHIP,
 MB2057'ASHTABULA COUNTY, OHIO, ABOUT 5
 MB2057'MILES SOUTHWEST OF THE VILLAGE OF CONNEAUT, 2
 MB2057'MILES WEST OF THE
 MB2057'VILLAGE OF SOUTH RIDGE, AND 3 MILES EAST OF THE VILLAGE OF
 MB2057'KINGSVILLE,
 MB2057'ON THE NORTH SIDE OF THE RIDGE ROAD.  THE HEIGHT OF
 MB2057'STATION USED WAS 115 FEET.
 MB2057'THE GEODETIC POINT WAS MARKED BY A
 MB2057'STONE POST OF THE USUAL FORM, SET 2.6 FEET
 MB2057'BELOW THE SURFACE OF
 MB2057'THE GROUND.  THREE STONE REFERENCE POSTS ARE SET ALONG THE
 MB2057'ROAD FENCE,
 MB2057'AS FOLLOWS- ONE BEARING SOUTH 75 DEG. 04 MIN. WEST, DISTANT 29.56
 MB2057'METERS, ONE BEARING SOUTH
 MB2057'14 DEG. 05MIN. EAST, DISTANT 8.1 METERS, AND
 MB2057'ONE BEARING SOUTH 75 DEG. 43 MIN. EAST,
 MB2057'DISTANT 33.88 METERSFROM THE
 MB2057'GEODETIC POINT.  THE HEIGHT OF GROUND AT THE STATION ABOVE
 MB2057'MEAN LEVEL
 MB2057'OF LAKE ERIE IS 308.9 FEET.
 MB2057
 MB2057                          STATION RECOVERY (1938)
 MB2057
 MB2057'RECOVERY NOTE BY US LAKE SURVEY 1938 (APR)
 MB2057'STATION MARK WAS FOUND AS DESCRIBED AND IN GOOD
 MB2057'CONDITION.
 MB2057'
 MB2057'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK
 MB2057'NO. 1 (NOTE 11A)
 MB2057'IS 125.5 FEET, S. 53 DEG 43 MIN. E. FROM THE STATION,
 MB2057'ACROSS THE ROAD AND PROJECTS 4
 MB2057'INCHES ABOVE GROUND.
 MB2057'
 MB2057'REFERENCE MARK NO.2 IS 129 FEET, S 29 DEG. 17 MIN. W. FROM THE
 MB2057'STATION, ACROSS
 MB2057'THE GRAVEL ROAD AND PROJECTS 4 INCHES ABOVE
 MB2057'GROUND.
 MB2057
 MB2057                          STATION RECOVERY (1961)
 MB2057
 MB2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB2057'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 MB2057'BY A.P.R., 1938.  THE STATION COULD
 MB2057'NOT BE OBSERVED FROM DUE TO A POWERLINE CONSTRUCTED OVER THE STATION
 MB2057'MARK.  A REFERENCE MARK NUMBER 3 WAS
 MB2057'ESTABLISHED AND OBSERVATIONS WAS TAKEN FROM IT.
 MB2057
 MB2057                          STATION RECOVERY (1993)
 MB2057
 MB2057'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2057'RECOVERED IN GOOD CONDITION.
 MB2057
 MB2057                          STATION RECOVERY (1996)
 MB2057
 MB2057'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2064 ***********************************************************************
 MB2064  DESIGNATION -  CONNEAUT BOAT CLUB REAR RA LT
 MB2064  PID         -  MB2064
 MB2064  STATE/COUNTY-  OH/ASHTABULA
 MB2064  USGS QUAD   -  CONNEAUT (1996)
 MB2064
 MB2064                         *CURRENT SURVEY CONTROL
 MB2064  ___________________________________________________________________
 MB2064* NAD 83(1995)-  41 58 11.55062(N)    080 33 05.18383(W)     ADJUSTED  
 MB2064* NAVD 88     -                                                        
 MB2064  ___________________________________________________________________
 MB2064  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 MB2064  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 MB2064
 MB2064  HORZ ORDER  -  THIRD
 MB2064
 MB2064.The horizontal coordinates were established by classical geodetic methods
 MB2064.and adjusted by the National Geodetic Survey in April 1998..
 MB2064
 MB2064
 MB2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2064
 MB2064.The geoid height was determined by GEOID03.
 MB2064
 MB2064;                    North         East     Units Scale Factor Converg.
 MB2064;SPC OH N     -   257,580.546   761,512.579   MT  1.00006322   +1 16 48.4
 MB2064;SPC PA N     -   204,014.178   367,828.853   MT  1.00000329   -1 51 11.7
 MB2064;SPC PA N     -   669,336.52  1,206,785.16   sFT  1.00000329   -1 51 11.7
 MB2064;UTM  17      - 4,646,528.801   537,166.233   MT  0.99961700   +0 17 59.9
 MB2064
 MB2064                          SUPERSEDED SURVEY CONTROL
 MB2064
 MB2064  NAD 83(1986)-  41 58 11.55078(N)    080 33 05.18252(W) AD(       ) 4
 MB2064  NAD 27      -  41 58 11.33401(N)    080 33 05.88608(W) AD(       ) 3
 MB2064
 MB2064.Superseded values are not recommended for survey control.
 MB2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2064.See file dsdata.txt to determine how the superseded data were derived.
 MB2064
 MB2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3716646529(NAD 83)
 MB2064_MARKER: 15 = RANGE MARKER
 MB2064
 MB2064  HISTORY     - Date     Condition        Report By
 MB2064  HISTORY     - 1975     FIRST OBSERVED   USLS
 MB2064
 MB2064                          STATION DESCRIPTION
 MB2064
 MB2064'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2065 ***********************************************************************
 MB2065  DESIGNATION -  CONNEAUT BOAT CLUB E ENTR LT
 MB2065  PID         -  MB2065
 MB2065  STATE/COUNTY-  OH/ASHTABULA
 MB2065  USGS QUAD   -  CONNEAUT (1996)
 MB2065
 MB2065                         *CURRENT SURVEY CONTROL
 MB2065  ___________________________________________________________________
 MB2065* NAD 83(1995)-  41 58 17.77786(N)    080 33 07.60501(W)     ADJUSTED  
 MB2065* NAVD 88     -                                                        
 MB2065  ___________________________________________________________________
 MB2065  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 MB2065  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 MB2065
 MB2065  HORZ ORDER  -  THIRD
 MB2065
 MB2065.The horizontal coordinates were established by classical geodetic methods
 MB2065.and adjusted by the National Geodetic Survey in April 1998..
 MB2065.No horizontal observational check was made to the station.
 MB2065
 MB2065
 MB2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2065
 MB2065.The geoid height was determined by GEOID03.
 MB2065
 MB2065;                    North         East     Units Scale Factor Converg.
 MB2065;SPC OH N     -   257,771.398   761,452.550   MT  1.00006370   +1 16 46.8
 MB2065;SPC PA N     -   204,208.014   367,779.349   MT  1.00000358   -1 51 13.4
 MB2065;SPC PA N     -   669,972.46  1,206,622.75   sFT  1.00000358   -1 51 13.4
 MB2065;UTM  17      - 4,646,720.565   537,109.504   MT  0.99961694   +0 17 58.3
 MB2065
 MB2065                          SUPERSEDED SURVEY CONTROL
 MB2065
 MB2065  NAD 83(1986)-  41 58 17.77890(N)    080 33 07.60582(W) AD(       ) 4
 MB2065  NAD 27      -  41 58 17.56121(N)    080 33 08.30740(W) AD(       ) 3
 MB2065
 MB2065.Superseded values are not recommended for survey control.
 MB2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2065.See file dsdata.txt to determine how the superseded data were derived.
 MB2065
 MB2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3711046721(NAD 83)
 MB2065_MARKER: 16 = DAYBEACON
 MB2065
 MB2065  HISTORY     - Date     Condition        Report By
 MB2065  HISTORY     - 1975     FIRST OBSERVED   USLS
 MB2065  HISTORY     - 19931208 GOOD             OHDT
 MB2065  HISTORY     - 19960616 MARK NOT FOUND   USPSQD
 MB2065
 MB2065                          STATION DESCRIPTION
 MB2065
 MB2065'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MB2065'THE OBJECT IS LOCATED IN THE SOUTHWESTERN SECTION OF CONNEAUT
 MB2065'HARBOR.  THE POINT INTERSECTED IS THE CENTERLINE OF THE CONNEAUT
 MB2065'BOAT CLUBS EAST ENTRANCE LIGHT, WHICH IS LOCATED ON THE EAST
 MB2065'SIDE OF THE ENTRANCE TO THE BOAT CLUBS MARINA.  THE STRUCTURE
 MB2065'IS A STEEL PIPE ABOUT 9 FEET ABOVE THE WATER SURFACE AND SHOWS
 MB2065'A FIXED GREEN LIGHT.
 MB2065'
 MB2065'STATION POSITIONED DIRECT BY RANGE/AZIMUTH OBSERVATIONS
 MB2065'FROM CONN LSC 1974.
 MB2065
 MB2065                          STATION RECOVERY (1993)
 MB2065
 MB2065'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2065'-------REPORT BY OHDT----------YEAR 1993----------CONDITION - GOOD
 MB2065' 
 MB2065'POLE IS PAINTED RED AND DESIGNATED WITH A WHITE NO. 2 AND SHOWS A
 MB2065'FIXED RED LIGHT.
 MB2065
 MB2065                          STATION RECOVERY (1996)
 MB2065
 MB2065'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2066 ***********************************************************************
 MB2066  DESIGNATION -  CONNEAUT BOAT CLUB W ENTR LT
 MB2066  PID         -  MB2066
 MB2066  STATE/COUNTY-  OH/ASHTABULA
 MB2066  USGS QUAD   -  CONNEAUT (1996)
 MB2066
 MB2066                         *CURRENT SURVEY CONTROL
 MB2066  ___________________________________________________________________
 MB2066* NAD 83(1995)-  41 58 17.53857(N)    080 33 08.34181(W)     ADJUSTED  
 MB2066* NAVD 88     -                                                        
 MB2066  ___________________________________________________________________
 MB2066  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 MB2066  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 MB2066
 MB2066  HORZ ORDER  -  THIRD
 MB2066
 MB2066.The horizontal coordinates were established by classical geodetic methods
 MB2066.and adjusted by the National Geodetic Survey in April 1998..
 MB2066.No horizontal observational check was made to the station.
 MB2066
 MB2066
 MB2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2066
 MB2066.The geoid height was determined by GEOID03.
 MB2066
 MB2066;                    North         East     Units Scale Factor Converg.
 MB2066;SPC OH N     -   257,763.637   761,435.754   MT  1.00006368   +1 16 46.3
 MB2066;SPC PA N     -   204,201.183   367,762.155   MT  1.00000357   -1 51 13.8
 MB2066;SPC PA N     -   669,950.05  1,206,566.34   sFT  1.00000357   -1 51 13.8
 MB2066;UTM  17      - 4,646,713.097   537,092.585   MT  0.99961693   +0 17 57.8
 MB2066
 MB2066                          SUPERSEDED SURVEY CONTROL
 MB2066
 MB2066  NAD 83(1986)-  41 58 17.53960(N)    080 33 08.34263(W) AD(       ) 4
 MB2066  NAD 27      -  41 58 17.32193(N)    080 33 09.04418(W) AD(       ) 3
 MB2066
 MB2066.Superseded values are not recommended for survey control.
 MB2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2066.See file dsdata.txt to determine how the superseded data were derived.
 MB2066
 MB2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3709346713(NAD 83)
 MB2066_MARKER: 14 = NAVIGATION LIGHT
 MB2066
 MB2066  HISTORY     - Date     Condition        Report By
 MB2066  HISTORY     - 1975     FIRST OBSERVED   USLS
 MB2066  HISTORY     - 19931208 MARK NOT FOUND   OHDT
 MB2066  HISTORY     - 19960616 MARK NOT FOUND   USPSQD
 MB2066
 MB2066                          STATION DESCRIPTION
 MB2066
 MB2066'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MB2066'OBJECT IS LOCATED IN THE SOUTHWESTERN SECTION OF CONNEAUT
 MB2066'HARBOR.  THE POINT INTERSECTED IS THE CENTERLINE OF THE CONNEAUT
 MB2066'BOAT CLUBS WEST ENTRANCE LIGHT, WHICH IS LOCATED ON THE WEST
 MB2066'SIDE OF THE ENTRANCE TO THE CLUBS MARINA.  THE STRUCTURE IS A
 MB2066'STEEL PIPE ABOUT 10 FEET ABOVE THE WATER SURFACE AND SHOWS A
 MB2066'FIXED RED LIGHT.
 MB2066'
 MB2066'STATION POSITIONED DIRECT BY RANGE/AZIMUTH OBSERVATIONS FROM
 MB2066'CONN LSC 1974.
 MB2066
 MB2066                          STATION RECOVERY (1993)
 MB2066
 MB2066'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2066'MARK NOT FOUND.
 MB2066
 MB2066                          STATION RECOVERY (1996)
 MB2066
 MB2066'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2070 ***********************************************************************
 MB2070  DESIGNATION -  CONNEAUT BT CLB F RNG LT
 MB2070  PID         -  MB2070
 MB2070  STATE/COUNTY-  OH/ASHTABULA
 MB2070  USGS QUAD   -  CONNEAUT (1996)
 MB2070
 MB2070                         *CURRENT SURVEY CONTROL
 MB2070  ___________________________________________________________________
 MB2070* NAD 83(1995)-  41 58 13.64170(N)    080 33 06.13144(W)     ADJUSTED  
 MB2070* NAVD 88     -                                                        
 MB2070  ___________________________________________________________________
 MB2070  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 MB2070  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 MB2070
 MB2070  HORZ ORDER  -  THIRD
 MB2070
 MB2070.The horizontal coordinates were established by classical geodetic methods
 MB2070.and adjusted by the National Geodetic Survey in April 1998..
 MB2070
 MB2070
 MB2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2070
 MB2070.The geoid height was determined by GEOID03.
 MB2070
 MB2070;                    North         East     Units Scale Factor Converg.
 MB2070;SPC OH N     -   257,644.564   761,489.323   MT  1.00006338   +1 16 47.8
 MB2070;SPC PA N     -   204,079.368   367,809.132   MT  1.00000338   -1 51 12.4
 MB2070;SPC PA N     -   669,550.39  1,206,720.46   sFT  1.00000338   -1 51 12.4
 MB2070;UTM  17      - 4,646,593.178   537,144.086   MT  0.99961698   +0 17 59.3
 MB2070
 MB2070                          SUPERSEDED SURVEY CONTROL
 MB2070
 MB2070  NAD 83(1986)-  41 58 13.64265(N)    080 33 06.13223(W) AD(       ) 4
 MB2070  NAD 27      -  41 58 13.42499(N)    080 33 06.83407(W) AD(       ) 3
 MB2070
 MB2070.Superseded values are not recommended for survey control.
 MB2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2070.See file dsdata.txt to determine how the superseded data were derived.
 MB2070
 MB2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3714446593(NAD 83)
 MB2070_MARKER: 15 = RANGE MARKER
 MB2070
 MB2070  HISTORY     - Date     Condition        Report By
 MB2070  HISTORY     - 1975     FIRST OBSERVED   USLS
 MB2070  HISTORY     - 19931208 GOOD             OHDT
 MB2070  HISTORY     - 19960616 MARK NOT FOUND   USPSQD
 MB2070
 MB2070                          STATION DESCRIPTION
 MB2070
 MB2070'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MB2070'OBJECT IS LOCATED IN THE SOUTHWESTERN SECTION OF CONNEAUT
 MB2070'HARBOR.  THE POINT INTERSECTED IS THE CONNEAUT BOAT CLUBS
 MB2070'FRONT RANGE LIGHT (CENTERLINE).  LOCATED JUST OFF THE NORTHEAST
 MB2070'CORNER OF THE CLUBS CLUBHOUSE.  THE STRUCTURE IS A STEEL POST
 MB2070'ABOUT 18 FEET ABOVE THE WATER SURFACE, AND SHOWS A FIXED GREEN
 MB2070'LIGHT.
 MB2070'
 MB2070'STATION POSITIONED DIRECT BY RANGE/AZIMUTH OBSERVATION FROM
 MB2070'CONN LSC 1974.
 MB2070
 MB2070                          STATION RECOVERY (1993)
 MB2070
 MB2070'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993
 MB2070'--------REPORT BY OHDT---------YEAR 1993----------CONDITION GOOD LIGHT
 MB2070'POLE IS PAINTED GREEN AND DESIGNATED WITH A WHITE NO. 1.
 MB2070
 MB2070                          STATION RECOVERY (1996)
 MB2070
 MB2070'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2067 ***********************************************************************
 MB2067  DESIGNATION -  CONNEAUT EAST BREAKWATER LT
 MB2067  PID         -  MB2067
 MB2067  STATE/COUNTY-  OH/ASHTABULA
 MB2067  USGS QUAD   -  CONNEAUT (1996)
 MB2067
 MB2067                         *CURRENT SURVEY CONTROL
 MB2067  ___________________________________________________________________
 MB2067* NAD 83(1995)-  41 58 50.10974(N)    080 33 20.32088(W)     ADJUSTED  
 MB2067* NAVD 88     -                                                        
 MB2067  ___________________________________________________________________
 MB2067  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 MB2067  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 MB2067
 MB2067  HORZ ORDER  -  THIRD
 MB2067
 MB2067.The horizontal coordinates were established by classical geodetic methods
 MB2067.and adjusted by the National Geodetic Survey in April 1998..
 MB2067.No horizontal observational check was made to the station.
 MB2067
 MB2067
 MB2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2067
 MB2067.The geoid height was determined by GEOID03.
 MB2067
 MB2067;                    North         East     Units Scale Factor Converg.
 MB2067;SPC OH N     -   258,762.235   761,137.591   MT  1.00006619   +1 16 38.4
 MB2067;SPC PA N     -   205,214.525   367,519.036   MT  1.00000511   -1 51 21.8
 MB2067;SPC PA N     -   673,274.65  1,205,768.70   sFT  1.00000511   -1 51 21.8
 MB2067;UTM  17      - 4,647,716.199   536,811.673   MT  0.99961667   +0 17 50.0
 MB2067
 MB2067                          SUPERSEDED SURVEY CONTROL
 MB2067
 MB2067  NAD 83(1986)-  41 58 50.11163(N)    080 33 20.32191(W) AD(       ) 4
 MB2067  NAD 27      -  41 58 49.89370(N)    080 33 21.02144(W) AD(       ) 3
 MB2067
 MB2067.Superseded values are not recommended for survey control.
 MB2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2067.See file dsdata.txt to determine how the superseded data were derived.
 MB2067
 MB2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3681247716(NAD 83)
 MB2067_MARKER: 14 = NAVIGATION LIGHT
 MB2067
 MB2067  HISTORY     - Date     Condition        Report By
 MB2067  HISTORY     - 1975     FIRST OBSERVED   USLS
 MB2067  HISTORY     - 19940527 GOOD             OHDT
 MB2067  HISTORY     - 19960616 GOOD             USPSQD
 MB2067
 MB2067                          STATION DESCRIPTION
 MB2067
 MB2067'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MB2067'THE POINT INTERSECTED IS THE CENTERLINE OF THE EAST BREAKWATER
 MB2067'LIGHT, LOCATED ON THE EXTREME NORTH END OF THE EAST BREAKWATER
 MB2067'IN CONNEAUT HARBOR.  THE STRUCTURE IS A WHITE STEEL FRAMEWORK
 MB2067'ABOUT 41 FEET ABOVE THE WATER SURFACE AND SHOWS A FLASHING
 MB2067'GREEN LIGHT.
 MB2067'
 MB2067'STATION POSITIONED DIRECT BY RANGE/AZIMUTH OBSERVATIONS FROM
 MB2067'CONN LSC 1974.
 MB2067
 MB2067                          STATION RECOVERY (1994)
 MB2067
 MB2067'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (BM)
 MB2067'RECOVERED IN GOOD CONDITION.
 MB2067
 MB2067                          STATION RECOVERY (1996)
 MB2067
 MB2067'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2061 ***********************************************************************
 MB2061  DESIGNATION -  CONNEAUT EAST GAP LIGHT
 MB2061  PID         -  MB2061
 MB2061  STATE/COUNTY-  OH/ASHTABULA
 MB2061  USGS QUAD   -  CONNEAUT (1996)
 MB2061
 MB2061                         *CURRENT SURVEY CONTROL
 MB2061  ___________________________________________________________________
 MB2061* NAD 83(1995)-  41 58 25.76879(N)    080 32 45.10484(W)     ADJUSTED  
 MB2061* NAVD 88     -                                                        
 MB2061  ___________________________________________________________________
 MB2061  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 MB2061  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 MB2061
 MB2061  HORZ ORDER  -  THIRD
 MB2061
 MB2061.The horizontal coordinates were established by classical geodetic methods
 MB2061.and adjusted by the National Geodetic Survey in April 1998..
 MB2061.No horizontal observational check was made to the station.
 MB2061
 MB2061
 MB2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2061
 MB2061.The geoid height was determined by GEOID03.
 MB2061
 MB2061;                    North         East     Units Scale Factor Converg.
 MB2061;SPC OH N     -   258,029.489   761,964.981   MT  1.00006431   +1 17 01.6
 MB2061;SPC PA N     -   204,437.696   368,305.089   MT  1.00000395   -1 50 58.5
 MB2061;SPC PA N     -   670,726.01  1,208,347.61   sFT  1.00000395   -1 50 58.5
 MB2061;UTM  17      - 4,646,969.742   537,626.043   MT  0.99961742   +0 18 13.4
 MB2061
 MB2061                          SUPERSEDED SURVEY CONTROL
 MB2061
 MB2061  NAD 83(1986)-  41 58 25.76999(N)    080 32 45.10505(W) AD(       ) 4
 MB2061  NAD 27      -  41 58 25.55166(N)    080 32 45.80762(W) AD(       ) 3
 MB2061
 MB2061.Superseded values are not recommended for survey control.
 MB2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2061.See file dsdata.txt to determine how the superseded data were derived.
 MB2061
 MB2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3762646970(NAD 83)
 MB2061_MARKER: 14 = NAVIGATION LIGHT
 MB2061
 MB2061  HISTORY     - Date     Condition        Report By
 MB2061  HISTORY     - 1975     FIRST OBSERVED   USLS
 MB2061  HISTORY     - 19931208 GOOD             OHDT
 MB2061  HISTORY     - 19960616 MARK NOT FOUND   USPSQD
 MB2061
 MB2061                          STATION DESCRIPTION
 MB2061
 MB2061'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MB2061'THE POINT INTERSECTED IS THE CENTERLINE OF THE EAST GAP LIGHT
 MB2061'AT CONNEAUT HARBOR, LOCATED ON THE NORTH END OF THE EAST
 MB2061'BREAKWATER EXTENDING FROM SHORE.  AND JUST WEST OF THE SOUTH
 MB2061'END OF THE SEPARATED CONTINUATION OF THE EAST BREAKWATER.  THE
 MB2061'STRUCTURE IS A WHITE STEEL POST ABOUT 22 FEET ABOVE THE WATER
 MB2061'SURFACE AND SHOWS A FLASHING WHITE LIGHT.
 MB2061'
 MB2061'STATION POSITIONED DIRECT BY RANGE/AZIMUTH OBSERVATIONS FROM
 MB2061'CONN LSC 1974.
 MB2061
 MB2061                          STATION RECOVERY (1993)
 MB2061
 MB2061'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2061'RECOVERED IN GOOD CONDITION.
 MB2061
 MB2061                          STATION RECOVERY (1996)
 MB2061
 MB2061'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2062 ***********************************************************************
 MB2062  DESIGNATION -  CONNEAUT EAST PIER LIGHT 3
 MB2062  PID         -  MB2062
 MB2062  STATE/COUNTY-  OH/ASHTABULA
 MB2062  USGS QUAD   -  CONNEAUT (1996)
 MB2062
 MB2062                         *CURRENT SURVEY CONTROL
 MB2062  ___________________________________________________________________
 MB2062* NAD 83(1995)-  41 58 21.12266(N)    080 32 55.46333(W)     ADJUSTED  
 MB2062* NAVD 88     -                                                        
 MB2062  ___________________________________________________________________
 MB2062  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 MB2062  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 MB2062
 MB2062  HORZ ORDER  -  THIRD
 MB2062
 MB2062.The horizontal coordinates were established by classical geodetic methods
 MB2062.and adjusted by the National Geodetic Survey in April 1998..
 MB2062.No horizontal observational check was made to the station.
 MB2062
 MB2062
 MB2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2062
 MB2062.The geoid height was determined by GEOID03.
 MB2062
 MB2062;                    North         East     Units Scale Factor Converg.
 MB2062;SPC OH N     -   257,880.826   761,729.744   MT  1.00006395   +1 16 54.8
 MB2062;SPC PA N     -   204,302.122   368,062.092   MT  1.00000374   -1 51 05.3
 MB2062;SPC PA N     -   670,281.21  1,207,550.38   sFT  1.00000374   -1 51 05.3
 MB2062;UTM  17      - 4,646,825.190   537,388.404   MT  0.99961720   +0 18 06.5
 MB2062
 MB2062                          SUPERSEDED SURVEY CONTROL
 MB2062
 MB2062  NAD 83(1986)-  41 58 21.12377(N)    080 32 55.46382(W) AD(       ) 4
 MB2062  NAD 27      -  41 58 20.90575(N)    080 32 56.16598(W) AD(       ) 3
 MB2062
 MB2062.Superseded values are not recommended for survey control.
 MB2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2062.See file dsdata.txt to determine how the superseded data were derived.
 MB2062
 MB2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3738846825(NAD 83)
 MB2062_MARKER: 14 = NAVIGATION LIGHT
 MB2062
 MB2062  HISTORY     - Date     Condition        Report By
 MB2062  HISTORY     - 1975     FIRST OBSERVED   USLS
 MB2062  HISTORY     - 19931208 GOOD             OHDT
 MB2062  HISTORY     - 19960616 GOOD             USPSQD
 MB2062
 MB2062                          STATION DESCRIPTION
 MB2062
 MB2062'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MB2062'THE POINT INTERSECTED IS THE CENTERLINE OF THE EAST PIER
 MB2062'LIGHT, LOCATED ON THE NORTH END OF THE EAST PIER OF THE
 MB2062'PITTSBURGH AND CONNEAUT DOCK CO. IN CONNEAUT HARBOR.  THE
 MB2062'STRUCTURE IS A WHITE STEEL POST ABOUT 28 FEET ABOVE THE WATER
 MB2062'SURFACE AND SHOWS A FIXED GREEN LIGHT.
 MB2062'
 MB2062'STATION POSITIONED DIRECT BY RANGE/AZIMUTH OBSERVATIONS FROM
 MB2062'CONN LSC 1974.
 MB2062
 MB2062                          STATION RECOVERY (1993)
 MB2062
 MB2062'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2062'RECOVERED IN GOOD CONDITION.
 MB2062
 MB2062                          STATION RECOVERY (1996)
 MB2062
 MB2062'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2058 ***********************************************************************
 MB2058  DESIGNATION -  CONNEAUT MUNICIPAL TANK
 MB2058  PID         -  MB2058
 MB2058  STATE/COUNTY-  OH/ASHTABULA
 MB2058  USGS QUAD   -  CONNEAUT (1996)
 MB2058
 MB2058                         *CURRENT SURVEY CONTROL
 MB2058  ___________________________________________________________________
 MB2058* NAD 83(1995)-  41 56 20.25376(N)    080 35 05.58677(W)     ADJUSTED  
 MB2058* NAVD 88     -                                                        
 MB2058  ___________________________________________________________________
 MB2058  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 MB2058  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 MB2058
 MB2058  HORZ ORDER  -  THIRD
 MB2058
 MB2058.The horizontal coordinates were established by classical geodetic methods
 MB2058.and adjusted by the National Geodetic Survey in April 1998..
 MB2058
 MB2058
 MB2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2058
 MB2058.The geoid height was determined by GEOID03.
 MB2058
 MB2058;                    North         East     Units Scale Factor Converg.
 MB2058;SPC OH N     -   254,085.874   758,816.214   MT  1.00005484   +1 15 29.3
 MB2058;SPC PA N     -   200,672.314   364,945.662   MT  0.99999823   -1 52 31.4
 MB2058;SPC PA N     -   658,372.42  1,197,325.89   sFT  0.99999823   -1 52 31.4
 MB2058;UTM  17      - 4,643,082.305   534,411.688   MT  0.99961457   +0 16 38.8
 MB2058
 MB2058                          SUPERSEDED SURVEY CONTROL
 MB2058
 MB2058  NAD 83(1986)-  41 56 20.25642(N)    080 35 05.58852(W) AD(       ) 4
 MB2058  NAD 27      -  41 56 20.05300(N)    080 35 06.33800(W) AD(       ) 3
 MB2058
 MB2058.Superseded values are not recommended for survey control.
 MB2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2058.See file dsdata.txt to determine how the superseded data were derived.
 MB2058
 MB2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3441243082(NAD 83)
 MB2058_MARKER: 14 = NAVIGATION LIGHT
 MB2058_SETTING: 0 = UNSPECIFIED SETTING
 MB2058
 MB2058  HISTORY     - Date     Condition        Report By
 MB2058  HISTORY     - 1961     FIRST OBSERVED   CGS
 MB2058  HISTORY     - 19931115 GOOD             OHDT
 MB2058  HISTORY     - 19960616 GOOD             USPSQD
 MB2058
 MB2058                          STATION DESCRIPTION
 MB2058
 MB2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB2058'THE AIRCRAFT WARNING LIGHT ON THE APEX OF THE TANK, LOCATED ON
 MB2058'THE EAST SIDE OF
 MB2058'BROWNS AVENUE ABOUT 1.5 MILES WEST OF THE CENTRAL SECTION OF
 MB2058'CONNEAUT, THE WATER TANK IS ABOUT 40.0
 MB2058'FEET IN DIAMETOR WITH A CONICAL ROOF, ELLIPSOIDAL BOTTOM, PAINTED
 MB2058'SILVER WITH LARGE BLACK LETTERS ON THE
 MB2058'SOUTH SIDE (CONNEAUT OHIO), CIRCULAR BALCONY WITH
 MB2058'GUARD RAIL AT THE BASE OF THE TANK.  THE TANK IS MOUNTED
 MB2058'ON 8 TUBULOR COLUMNS WITH A RISER ABOUT
 MB2058'2 FEET IN DIAMETER AND A STEEL ACCESS LADDER WITH A SAFTY RAILING TO
 MB2058'THE GROUND.  OVERALL HEIGHT IS ABOUT
 MB2058'150.0 FEET.
 MB2058
 MB2058                          STATION RECOVERY (1993)
 MB2058
 MB2058'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2058'------REPORT BY OHDT---------YEAR 1993-------CONDITION - GOOD
 MB2058' 
 MB2058'PAINTED BLUE NOW WITH WHITE LETTERS, CONNEAUT, OHIO.
 MB2058
 MB2058                          STATION RECOVERY (1996)
 MB2058
 MB2058'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2056 ***********************************************************************
 MB2056  DESIGNATION -  CONNEAUT RM 3
 MB2056  PID         -  MB2056
 MB2056  STATE/COUNTY-  OH/ASHTABULA
 MB2056  USGS QUAD   -  CONNEAUT (1996)
 MB2056
 MB2056                         *CURRENT SURVEY CONTROL
 MB2056  ___________________________________________________________________
 MB2056* NAD 83(1995)-  41 53 51.83773(N)    080 36 50.59664(W)     ADJUSTED  
 MB2056* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 MB2056  ___________________________________________________________________
 MB2056  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 MB2056  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 MB2056
 MB2056  HORZ ORDER  -  SECOND
 MB2056
 MB2056.The horizontal coordinates were established by classical geodetic methods
 MB2056.and adjusted by the National Geodetic Survey in April 1998..
 MB2056
 MB2056.The orthometric height was scaled from a topographic map.
 MB2056
 MB2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2056
 MB2056.The geoid height was determined by GEOID03.
 MB2056
 MB2056;                    North         East     Units Scale Factor Converg.
 MB2056;SPC OH N     -   249,454.889   756,496.656   MT  1.00004413   +1 14 20.3
 MB2056;SPC PA N     -   196,175.295   362,376.563   MT  0.99999193   -1 53 40.9
 MB2056;SPC PA N     -   643,618.45  1,188,897.11   sFT  0.99999193   -1 53 40.9
 MB2056;UTM  17      - 4,638,493.711   532,014.232   MT  0.99961261   +0 15 27.9
 MB2056
 MB2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2056!SPC OH N     -   0.99996356  x   1.00004413  =   1.00000769
 MB2056!SPC PA N     -   0.99996356  x   0.99999193  =   0.99995549
 MB2056!UTM  17      -   0.99996356  x   0.99961261  =   0.99957619
 MB2056
 MB2056|---------------------------------------------------------------------|
 MB2056| PID    Reference Object                     Distance      Geod. Az  |
 MB2056|                                                           dddmmss.s |
 MB2056| CX3469 CONNEAUT RM 1                        41.669 METERS 08548     |
 MB2056| MB2074 GAGEVILLE ATT MICROWAVE KQD 75      APPROX. 7.9 KM 2320539.3 |
 MB2056| CX3470 CONNEAUT RM 2                        20.113 METERS 27615     |
 MB2056| CX3468 CONNEAUT AZ MK                                     2844654.3 |
 MB2056|---------------------------------------------------------------------|
 MB2056
 MB2056                          SUPERSEDED SURVEY CONTROL
 MB2056
 MB2056  NAD 83(1986)-  41 53 51.83984(N)    080 36 50.59868(W) AD(       ) 2
 MB2056  NAD 27      -  41 53 51.63280(N)    080 36 51.33250(W) AD(       ) 2
 MB2056
 MB2056.Superseded values are not recommended for survey control.
 MB2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2056.See file dsdata.txt to determine how the superseded data were derived.
 MB2056
 MB2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3201438494(NAD 83)
 MB2056_MARKER: DB = BENCH MARK DISK
 MB2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2056+STABILITY: SURFACE MOTION
 MB2056
 MB2056  HISTORY     - Date     Condition        Report By
 MB2056  HISTORY     - 1961     MONUMENTED       CGS
 MB2056  HISTORY     - 19931105 GOOD             OHDT
 MB2056  HISTORY     - 19960704 GOOD             USPSQD
 MB2056
 MB2056                          STATION DESCRIPTION
 MB2056
 MB2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB2056'THE STATION IS LOCATED ON THE SUMMIT OF A EAST AND WEST RIDGE, 3.0
 MB2056'MILES EAST OF KINGSVILLE, 2.0
 MB2056'MILES WEST OF SOUTH RIDGE, 5.0 MILES SOUTHWEST OF CONNEAUT AND ON
 MB2056'PROPERTY OWNED BY MR. MILTON RING.
 MB2056'
 MB2056'TO REACH THE STATION FROM THE POST OFFICE IN CONNEAUT, GO WEST ON
 MB2056'U.S. HIGHWAY 20 FOR 0.15 MILE
 MB2056'TO MILL STREET AND STATE HIGHWAY 7, TURN LEFT AND GO SOUTH ON STATE
 MB2056'HIGHWAY 7 FOR 2.15 MILES TO THE
 MB2056'OVERPASS OVER INTERSTATE HIGHWAY 90, CONTINUE SOUTH ON STATE
 MB2056'HIGHWAY 7 FOR 0.95 MILE TO A CROSSROADS.
 MB2056'TURN RIGHT AND GO WEST ON A MACADAM ROAD FOR
 MB2056'0.1 MILE TO A CROSSROAD AND FARNHAM GROCERY STORE ON THE
 MB2056'LEFT, CONTINUE WEST ON A GRAVELED ROAD
 MB2056'FOR 1.55 MILES TO A GRAVELED CROSSROAD, CONTINUE WEST ON THE GRAVELED
 MB2056'ROAD FOR 0.5 MILE TO THE
 MB2056'SUMMIT OF THE HILL AND A FIELD ROAD LEFT, AND THE STATION LOCATED
 MB2056'ON THE LEFT AS DESCRIBED.
 MB2056'
 MB2056'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED CONNEAUT NO
 MB2056'3 1961, IS SET IN TOP OF A
 MB2056'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 MB2056'IS 2.6 FEET SOUTH OF A STANDARD
 MB2056'METAL WITNESS POST AND MARKER, 29.3 FEET EAST OF A FIELD ENTRANCE,
 MB2056'37.7 FEET SOUTH OF THE APPROXIMATE CENTER
 MB2056'OF THE GRAVELED ROAD AND 69.0 FEET SOUTH
 MB2056'OF A POWERLINE POLE NUMBER 535.
 MB2056'
 MB2056'REFERENCE MARK 1, A STANDARD DISK STAMPED CONNEAUT NO 1 1938, IS SET
 MB2056'IN TOP OF A SQUARE CONCRETE
 MB2056'MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MB2056'27.0 FEET SOUTH OF THE APPROXIMATE
 MB2056'CENTER OF THE GRAVELED ROAD, 54.0 FEET SOUTH OF A EAST
 MB2056'AND WEST FENCE LINE, 124.9 FEET EAST OF THE
 MB2056'WITNESS POST AND 133.0 FEET SOUTHEAST OF
 MB2056'THE POWERLINE POLE NUMBER 535.
 MB2056'
 MB2056'REFERENCE MARK 2, A STANDARD DISK STAMPED CONNEAUT NO 2 1938, IS SET
 MB2056'IN TOP OF A SQUARE CONCRETE
 MB2056'MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MB2056'33.0 FEET SOUTH OF THE APPROXIMATE
 MB2056'CENTER OF THE GRAVELED ROAD, 68.0 FEET SOUTH OF THE EAST
 MB2056'AND WEST FENCE LINE, 100.5 FEET SOUTHWEST OF THE
 MB2056'POWERLINE POLE NUMBER 535 AND 128.0
 MB2056'FEET WEST-NORTHWEST OF THE WITNESS POST.
 MB2056'
 MB2056'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 MB2056'ROAD FOR 0.48 MILE TO THE
 MB2056'SOUTH ONE OF TWO OVERPASSES AND THE AZIMUTH MARK AS DESCRIBED.  THE
 MB2056'AZIMUTH MARK IS LOCATED IN THE
 MB2056'SOUTHEAST END OF THE SOUTH ONE OF TWO OVERPASSES.  IT IS A STANDARD
 MB2056'DISK STAMPED CONNEAUT 1961, CEMENTED IN A
 MB2056'DRILL IN THE ABUTMENT OF THE OVERPASS,
 MB2056'5.0 INCHES WEST OF THE EAST END OF THE ABUTMENT, 24.4 FEET
 MB2056'SOUTH OF THE CENTERLINE OF THE
 MB2056'EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 90 AND IS ABOUT THE
 MB2056'SAME ELEVATION AS THE HIGHWAY.
 MB2056'
 MB2056'HEIGHT OF LIGHT ABOVE STATION MARK 30.13 METERS.
 MB2056
 MB2056                          STATION RECOVERY (1993)
 MB2056
 MB2056'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2056'
 MB2056' 
 MB2056' --------REPORT BY OHDT----------YEAR 1993-------CONDITION - GOOD
 MB2056' 
 MB2056'STATION FOUND IN GOOD CONDITION.
 MB2056' 
 MB2056'REF. MARK NO. 1 FOUND IN GOOD CONDITION.
 MB2056' 
 MB2056'REF. MARK NO. 2 FOUND IN GOOD CONDITION.
 MB2056' 
 MB2056'AZIMUTH NOT FOUND.
 MB2056
 MB2056                          STATION RECOVERY (1996)
 MB2056
 MB2056'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2072 ***********************************************************************
 MB2072  DESIGNATION -  CONNEAUT WEST BRKWTR LT
 MB2072  PID         -  MB2072
 MB2072  STATE/COUNTY-  OH/ASHTABULA
 MB2072  USGS QUAD   -  CONNEAUT (1996)
 MB2072
 MB2072                         *CURRENT SURVEY CONTROL
 MB2072  ___________________________________________________________________
 MB2072* NAD 83(1995)-  41 58 47.72857(N)    080 33 28.67014(W)     ADJUSTED  
 MB2072* NAVD 88     -                                                        
 MB2072  ___________________________________________________________________
 MB2072  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 MB2072  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 MB2072
 MB2072  HORZ ORDER  -  THIRD
 MB2072
 MB2072.The horizontal coordinates were established by classical geodetic methods
 MB2072.and adjusted by the National Geodetic Survey in April 1998..
 MB2072
 MB2072
 MB2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2072
 MB2072.The geoid height was determined by GEOID03.
 MB2072
 MB2072;                    North         East     Units Scale Factor Converg.
 MB2072;SPC OH N     -   258,684.499   760,947.053   MT  1.00006601   +1 16 33.0
 MB2072;SPC PA N     -   205,147.324   367,324.546   MT  1.00000499   -1 51 27.3
 MB2072;SPC PA N     -   673,054.18  1,205,130.61   sFT  1.00000499   -1 51 27.3
 MB2072;UTM  17      - 4,647,641.767   536,619.919   MT  0.99961650   +0 17 44.4
 MB2072
 MB2072                          SUPERSEDED SURVEY CONTROL
 MB2072
 MB2072  NAD 83(1986)-  41 58 47.73042(N)    080 33 28.67140(W) AD(       ) 4
 MB2072  NAD 27      -  41 58 47.51270(N)    080 33 29.37051(W) AD(       ) 3
 MB2072
 MB2072.Superseded values are not recommended for survey control.
 MB2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2072.See file dsdata.txt to determine how the superseded data were derived.
 MB2072
 MB2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3662047642(NAD 83)
 MB2072_MARKER: 14 = NAVIGATION LIGHT
 MB2072
 MB2072  HISTORY     - Date     Condition        Report By
 MB2072  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2072
 MB2072                          STATION DESCRIPTION
 MB2072
 MB2072'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2063 ***********************************************************************
 MB2063  DESIGNATION -  CONNEAUT WEST PIER LIGHT 4
 MB2063  PID         -  MB2063
 MB2063  STATE/COUNTY-  OH/ASHTABULA
 MB2063  USGS QUAD   -  CONNEAUT (1996)
 MB2063
 MB2063                         *CURRENT SURVEY CONTROL
 MB2063  ___________________________________________________________________
 MB2063* NAD 83(1995)-  41 58 21.87033(N)    080 33 00.67783(W)     ADJUSTED  
 MB2063* NAVD 88     -                                                        
 MB2063  ___________________________________________________________________
 MB2063  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 MB2063  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 MB2063
 MB2063  HORZ ORDER  -  THIRD
 MB2063
 MB2063.The horizontal coordinates were established by classical geodetic methods
 MB2063.and adjusted by the National Geodetic Survey in April 1998..
 MB2063.No horizontal observational check was made to the station.
 MB2063
 MB2063
 MB2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2063
 MB2063.The geoid height was determined by GEOID03.
 MB2063
 MB2063;                    North         East     Units Scale Factor Converg.
 MB2063;SPC OH N     -   257,901.205   761,609.192   MT  1.00006401   +1 16 51.3
 MB2063;SPC PA N     -   204,329.058   367,942.842   MT  1.00000377   -1 51 08.8
 MB2063;SPC PA N     -   670,369.58  1,207,159.14   sFT  1.00000377   -1 51 08.8
 MB2063;UTM  17      - 4,646,847.618   537,268.271   MT  0.99961709   +0 18 03.0
 MB2063
 MB2063                          SUPERSEDED SURVEY CONTROL
 MB2063
 MB2063  NAD 83(1986)-  41 58 21.87146(N)    080 33 00.67845(W) AD(       ) 4
 MB2063  NAD 27      -  41 58 21.65355(N)    080 33 01.38027(W) AD(       ) 3
 MB2063
 MB2063.Superseded values are not recommended for survey control.
 MB2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2063.See file dsdata.txt to determine how the superseded data were derived.
 MB2063
 MB2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3726846848(NAD 83)
 MB2063_MARKER: 14 = NAVIGATION LIGHT
 MB2063
 MB2063  HISTORY     - Date     Condition        Report By
 MB2063  HISTORY     - 1975     FIRST OBSERVED   USLS
 MB2063  HISTORY     - 19931208 GOOD             OHDT
 MB2063  HISTORY     - 19960616 GOOD             USPSQD
 MB2063
 MB2063                          STATION DESCRIPTION
 MB2063
 MB2063'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MB2063'THE POINT INTERSECTED IS THE CENTERLINE OF THE WEST PIER LIGHT,
 MB2063'LOCATED ON THE NORTH END OF THE WEST PIER OF THE PITTSBURGH AND
 MB2063'CONNEAUT DOCK CO., IN CONNEAUT HARBOR.  THE STRUCTURE IS A
 MB2063'STEEL I-BEAM ABOUT 28 FEET ABOVE THE WATER SURFACE AND SHOWS
 MB2063'A FIXED RED LIGHT.
 MB2063'
 MB2063'STATION POSITIONED DIRECT BY RANGE/AZIMUTH OBSERVATIONS FROM
 MB2063'CONN LSC 1974.
 MB2063
 MB2063                          STATION RECOVERY (1993)
 MB2063
 MB2063'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2063'RECOVERED IN GOOD CONDITION.
 MB2063
 MB2063                          STATION RECOVERY (1996)
 MB2063
 MB2063'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2970 ***********************************************************************
 MB2970  CBN         -  This is a Cooperative Base Network Control Station.
 MB2970  PACS        -  This is a Primary Airport Control Station.
 MB2970  DESIGNATION -  CONPORT
 MB2970  PID         -  MB2970
 MB2970  STATE/COUNTY-  OH/LAKE
 MB2970  USGS QUAD   -  PAINESVILLE (1994)
 MB2970
 MB2970                         *CURRENT SURVEY CONTROL
 MB2970  ___________________________________________________________________
 MB2970* NAD 83(1995)-  41 39 56.73608(N)    081 11 53.53909(W)     ADJUSTED  
 MB2970* NAVD 88     -       304.20   (meters)     998.0    (feet)  GPS OBS   
 MB2970  ___________________________________________________________________
 MB2970  X           -     730,190.140 (meters)                     COMP
 MB2970  Y           -  -4,715,764.307 (meters)                     COMP
 MB2970  Z           -   4,218,122.472 (meters)                     COMP
 MB2970  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 MB2970  ELLIP HEIGHT-         269.98  (meters)          (03/08/05) GPS OBS
 MB2970  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 MB2970
 MB2970  HORZ ORDER  -  B
 MB2970  ELLP ORDER  -  FOURTH    CLASS II
 MB2970
 MB2970.This mark is at Concord Airpark  (2G1)
 MB2970
 MB2970.The horizontal coordinates were established by GPS observations
 MB2970.and adjusted by the National Geodetic Survey in August 1996..
 MB2970
 MB2970.The orthometric height was determined by GPS observations and a
 MB2970.high-resolution geoid model.
 MB2970
 MB2970.GPS derived orthometric heights for airport stations designated as
 MB2970.PACS or SACS are published to 2 decimal places.  This maintains
 MB2970.centimeter relative accuracy between the PACS and SACS.  It does
 MB2970.not indicate centimeter accuracy relative to other marks which are
 MB2970.part of the NAVD 88 network.
 MB2970
 MB2970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB2970
 MB2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2970
 MB2970.The ellipsoidal height was determined by GPS observations
 MB2970.and is referenced to NAD 83.
 MB2970
 MB2970.The geoid height was determined by GEOID03.
 MB2970
 MB2970;                    North         East     Units Scale Factor Converg.
 MB2970;SPC OH N     -   222,806.450   708,412.527   MT  0.99999358   +0 51 18.8
 MB2970;UTM  17      - 4,612,686.000   483,499.485   MT  0.99960335   -0 07 54.4
 MB2970
 MB2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2970!SPC OH N     -   0.99995766  x   0.99999358  =   0.99995124
 MB2970!UTM  17      -   0.99995766  x   0.99960335  =   0.99956102
 MB2970
 MB2970:                Primary Azimuth Mark                     Grid Az
 MB2970:SPC OH N     -  CONPORT AZ MK                            022 25 17.9
 MB2970:UTM  17      -  CONPORT AZ MK                            023 24 31.1
 MB2970
 MB2970|---------------------------------------------------------------------|
 MB2970| PID    Reference Object                     Distance      Geod. Az  |
 MB2970|                                                           dddmmss.s |
 MB2970| MB2973 CONPORT AZ MK                       460.162 METERS 0231636.7 |
 MB2970| AD9600 2G1 A                               194.666 METERS 19207     |
 MB2970|---------------------------------------------------------------------|
 MB2970
 MB2970                          SUPERSEDED SURVEY CONTROL
 MB2970
 MB2970  ELLIP H (08/20/96)  269.97   (m)                       GP(       ) 4 2
 MB2970  NAD 83(1986)-  41 39 56.74498(N)    081 11 53.55097(W) AD(       ) 3
 MB2970  NAD 27      -  41 39 56.55070(N)    081 11 54.14747(W) AD(       ) 3
 MB2970  NGVD 29 (02/23/89)  304.4    (m)          999.     (f) GPS OBS        
 MB2970
 MB2970.Superseded values are not recommended for survey control.
 MB2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2970.See file dsdata.txt to determine how the superseded data were derived.
 MB2970
 MB2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8349912686(NAD 83)
 MB2970_MARKER: DH = HORIZONTAL CONTROL DISK
 MB2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2970_SP_SET: CONCRETE POST
 MB2970_STAMPING: CONPORT 1986
 MB2970_MARK LOGO: NGS   
 MB2970_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB2970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2970+STABILITY: SURFACE MOTION
 MB2970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2970+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1995
 MB2970
 MB2970  HISTORY     - Date     Condition        Report By
 MB2970  HISTORY     - 1986     MONUMENTED       NGS
 MB2970  HISTORY     - 19871022 GOOD
 MB2970  HISTORY     - 19950707 GOOD             USPSQD
 MB2970  HISTORY     - 19950817 GOOD             NGS
 MB2970
 MB2970                          STATION DESCRIPTION
 MB2970
 MB2970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MB2970'THE STATION IS LOCATED AT THE CONCORD AIRPARK WHICH IS ABOUT 6 MILE
 MB2970'SOUTHEAST OF PAINESVILLE AND 5 MILE NORTH-NORTHEAST OF CHARDON.
 MB2970'OWNERSHIP CAROLINE LUTHA 12253 CONCORD HAMBDEN ROAD, PAINESVILLE
 MB2970'OHIO 44077 PHONE 216-354-9815 OR 352-3228.
 MB2970'TO REACH FROM THE JUNCTION OF INTERSTATE 90 AND STATE HIGHWAY 44
 MB2970'ABOUT 4 MILES SOUTH OF PAINESVILLE.  GO SOUTH ON STATE HIGHWAY 44
 MB2970'FOR 1.65 MILE TO A CROSSROAD (GIRDLED ROAD).  TURN LEFT ON GIRDLED
 MB2970'ROAD AND GO 2.5 MILES TO A CROSS ROAD (STATE HIGHWAY 608).  TURN
 MB2970'LEFT, NORTHWEST, ON HIGHWAY 608 AND GO FOR 0.25 MILES TO THE
 MB2970'ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN RIGHT, GO  0.05 MILES TO
 MB2970'AIRFIELD ENTRANCE GAP.  PASS THROUGH GAP OF TAXIWAY.  TO REACH
 MB2970'AZIMUTH MARK FROM THE STATION CONTINUE NORTHERLY ALONG RUNWAY FOR
 MB2970'0.25 MILE TO THE MARK ON THE LEFT 20 METERS NORTH FROM THE POINT
 MB2970'WHERE THE RUNWAY WIDENS INTO THE HOLDING APRON LEFT.
 MB2970'THE STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED --CONPORT
 MB2970'1986---.  THE SURFACE DISK IS SET IN THE TOP OF A 25 CM ROUND
 MB2970'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 26.8 METERS WEST-NORTH-
 MB2970'WEST FROM THE RUNWAY CENTERLINE 81.8 METERS EAST-NORTHEAST OF THE
 MB2970'SOUTHEAST CORNER OF QUONSET STYLE HANGER, 35.8 METERS NORTHEAST OF
 MB2970'A RUNWAY LIGHT AND 5.5 METERS SOUTH-SOUTHWEST FORM THE CENTER OF
 MB2970'TAXIWAY.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 MB2970'MASS OF CONCRETE ABOUT 1.2 METERS BELOW GROUND.
 MB2970'DESCRIBED BY B.L. LAMBERT.  TYPED BY JAMES MALONEY 9/04/87.
 MB2970
 MB2970                          STATION RECOVERY (1987)
 MB2970
 MB2970'RECOVERED 1987
 MB2970'RECOVERED IN GOOD CONDITION.
 MB2970
 MB2970                          STATION RECOVERY (1995)
 MB2970
 MB2970'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB2970'RECOVERED IN GOOD CONDITION.
 MB2970
 MB2970                          STATION RECOVERY (1995)
 MB2970
 MB2970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MB2970'NOTE--THIS IS THE PAC STATION.  NOTE--THE OWNER REQUESTS THAT NO
 MB2970'VEHICLES BE DRIVEN ON ANY PAVEMENT AT THE AIRFIELD.  THE STATION IS
 MB2970'LOCATED ABOUT 38 KM (23.60 MI) NORTHEAST OF CLEVELAND, 6 KM (3.70 MI)
 MB2970'SOUTHEAST OF PAINESVILLE AT THE CONCORD AIRPARK, IN GRASS ALONG THE
 MB2970'RUNWAY, ON THE SOUTHWEST SIDE OF A TAXI, AND NEAR THE HIGHEST POINT OF
 MB2970'THE AIRSTRIP.  OWNERSHIP--CAROLINE LUTHA, 12253 CHARDON ROAD,
 MB2970'PAINESVILLE, OHIO, 44077.  PHONE 216-354-9815 OR 352-3228.  TO REACH
 MB2970'FROM THE OVERPASS OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 44 ABOUT
 MB2970'6 KM (3.70 MI) SOUTH OF PAINESVILLE, GO SOUTH ON HIGHWAY 44 FOR 2.65
 MB2970'KM (1.65 MI) TO A PAVED CROSSROAD (GIRDLED ROAD) .  TURN LEFT,
 MB2970'EAST-NORTHEAST, ON GIRDLED ROAD FOR 4.0 KM (2.50 MI) TO THE JUNCTION
 MB2970'OF STATE HIGHWAY 608.  TURN LEFT, NORTHWEST, ON HIGHWAY 608 FOR 0.4 KM
 MB2970'(0.25 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 MB2970'NORTHEAST, ON THE ROAD FOR 50 M (164.0 FT) TO A GATE AT THE APRON.
 MB2970'PASS THROUGH THE GATE, NORTHEAST, ACROSS APRON AND ALONG TAXI FOR 0.16
 MB2970'KM (0.10 MI) TO THE STATION ON THE RIGHT JUST BEFORE THE RUNWAY.  THE
 MB2970'STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST SET FLUSH
 MB2970'WITH THE GROUND.  IT IS 81.8 M (268.4 FT) EAST-NORTHEAST OF THE
 MB2970'SOUTHEAST CORNER OF A QUONSET STYLE HANGAR, 27.5 M (90.2 FT)
 MB2970'WEST-NORTHWEST OF THE RUNWAY CENTER, 35.8 M (117.5 FT) NORTHEAST OF A
 MB2970'RUNWAY LIGHT, 4.8 M (15.7 FT) SOUTH-SOUTHWEST OF THE TAXI CENTER, AND
 MB2970'0.25 M (0.82 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2973 ***********************************************************************
 MB2973  DESIGNATION -  CONPORT AZ MK
 MB2973  PID         -  MB2973
 MB2973  STATE/COUNTY-  OH/LAKE
 MB2973  USGS QUAD   -  PAINESVILLE (1994)
 MB2973
 MB2973                         *CURRENT SURVEY CONTROL
 MB2973  ___________________________________________________________________
 MB2973* NAD 83(1995)-  41 40 10.43719(N)    081 11 45.67820(W)     ADJUSTED  
 MB2973* NAVD 88     -       295.6    (meters)     970.     (feet)  GPS OBS   
 MB2973  ___________________________________________________________________
 MB2973  X           -     730,325.861 (meters)                     COMP
 MB2973  Y           -  -4,715,452.386 (meters)                     COMP
 MB2973  Z           -   4,218,432.515 (meters)                     COMP
 MB2973  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 MB2973  ELLIP HEIGHT-         261.35  (meters)          (10/07/05) GPS OBS
 MB2973  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 MB2973
 MB2973  HORZ ORDER  -  FIRST
 MB2973  ELLP ORDER  -  FIFTH     CLASS I
 MB2973
 MB2973.This mark is at Concord Airpark  (2G1)
 MB2973
 MB2973.The horizontal coordinates were established by GPS observations
 MB2973.and adjusted by the National Geodetic Survey in June 1997..
 MB2973
 MB2973.The orthometric height was determined by GPS observations and a
 MB2973.high-resolution geoid model.
 MB2973
 MB2973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB2973
 MB2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2973
 MB2973.The ellipsoidal height was determined by GPS observations
 MB2973.and is referenced to NAD 83.
 MB2973
 MB2973.The geoid height was determined by GEOID03.
 MB2973
 MB2973;                    North         East     Units Scale Factor Converg.
 MB2973;SPC OH N     -   223,231.822   708,588.041   MT  0.99999427   +0 51 23.9
 MB2973;UTM  17      - 4,613,108.121   483,682.228   MT  0.99960328   -0 07 49.2
 MB2973
 MB2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2973!SPC OH N     -   0.99995901  x   0.99999427  =   0.99995328
 MB2973!UTM  17      -   0.99995901  x   0.99960328  =   0.99956231
 MB2973
 MB2973:                Primary Azimuth Mark                     Grid Az
 MB2973:SPC OH N     -  CONPORT                                  202 25 18.0
 MB2973:UTM  17      -  CONPORT                                  203 24 31.1
 MB2973
 MB2973|---------------------------------------------------------------------|
 MB2973| PID    Reference Object                     Distance      Geod. Az  |
 MB2973|                                                           dddmmss.s |
 MB2973| MB2970 CONPORT                             460.162 METERS 2031641.9 |
 MB2973|---------------------------------------------------------------------|
 MB2973
 MB2973                          SUPERSEDED SURVEY CONTROL
 MB2973
 MB2973  ELLIP H (06/20/97)  261.34   (m)                       GP(       ) 5 1
 MB2973  NAD 83(1986)-  41 40 10.44629(N)    081 11 45.69031(W) AD(       ) 3
 MB2973  NAD 27      -  41 40 10.25205(N)    081 11 46.28697(W) AD(       ) 3
 MB2973  NGVD 29 (02/23/89)  295.8    (m)          970.     (f) GPS OBS        
 MB2973
 MB2973.Superseded values are not recommended for survey control.
 MB2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2973.See file dsdata.txt to determine how the superseded data were derived.
 MB2973
 MB2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8368213108(NAD 83)
 MB2973_MARKER: DZ = AZIMUTH MARK DISK
 MB2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2973_SP_SET: CONCRETE POST
 MB2973_STAMPING: CONPORT 1986
 MB2973_MARK LOGO: NGS   
 MB2973_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB2973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2973+STABILITY: SURFACE MOTION
 MB2973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2973+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1995
 MB2973
 MB2973  HISTORY     - Date     Condition        Report By
 MB2973  HISTORY     - 1986     MONUMENTED       NGS
 MB2973  HISTORY     - 19871022 GOOD
 MB2973  HISTORY     - 19950707 GOOD             USPSQD
 MB2973  HISTORY     - 19950817 GOOD             NGS
 MB2973
 MB2973                          STATION DESCRIPTION
 MB2973
 MB2973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MB2973'THE STATION IS LOCATED AT THE CONCORD AIRPARK WHICH IS ABOUT 6 MILE
 MB2973'SOUTHEAST OF PAINESVILLE AND 5 MILE NORTH-NORTHEAST OF CHARDON.
 MB2973'OWNERSHIP CAROLINE LUTHA 12253 CONCORD HAMBDEN ROAD, PAINESVILLE
 MB2973'OHIO 44077 PHONE 216-354-9815 OR 352-3228.
 MB2973'TO REACH FROM THE JUNCTION OF INTERSTATE 90 AND STATE HIGHWAY 44
 MB2973'ABOUT 4 MILES SOUTH OF PAINESVILLE.  GO SOUTH ON STATE HIGHWAY 44
 MB2973'FOR 1.65 MILE TO A CROSSROAD (GIRDLED ROAD).  TURN LEFT ON GIRDLED
 MB2973'ROAD AND GO 2.5 MILES TO A CROSS ROAD (STATE HIGHWAY 608).  TURN
 MB2973'LEFT, NORTHWEST, ON HIGHWAY 608 AND GO FOR 0.25 MILES TO THE
 MB2973'ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN RIGHT, GO  0.05 MILES TO
 MB2973'AIRFIELD ENTRANCE GAP.  PASS THROUGH GAP OF TAXIWAY.  TO REACH
 MB2973'AZIMUTH MARK FROM THE STATION CONTINUE NORTHERLY ALONG RUNWAY FOR
 MB2973'0.25 MILE TO THE MARK ON THE LEFT 20 METERS NORTH FROM THE POINT
 MB2973'WHERE THE RUNWAY WIDENS INTO THE HOLDING APRON LEFT.
 MB2973'THE AZIMUTH MARKS ARE STANDARD NGS AZIMUTH DISKS STAMPED --CONPORT
 MB2973'1986--.  THE SURFACE DISK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE
 MB2973'POST FLUSH WITH GROUND.  IT IS 36.0 METERS SOUTH-SOUTHWEST OF A
 MB2973'RUNWAY LIGHT,  15.0 METERS WEST-NORTHWEST FROM THE RUNWAY CENTER-
 MB2973'LINE, 30.2 SOUTH-SOUTHWEST FORM THE CORNER OF THE APRON, AND 1.1
 MB2973'METERS WEST FROM APRON EDGE.  THE UNDERGROUND MARK IS SET IN THE
 MB2973'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 1.2 METERS BELOW
 MB2973'GROUND.
 MB2973'DESCRIBED BY B.L. LAMBERT.  TYPED BY JAMES MALONEY 9/04/87.
 MB2973
 MB2973                          STATION RECOVERY (1987)
 MB2973
 MB2973'RECOVERED 1987
 MB2973'RECOVERED IN GOOD CONDITION.
 MB2973
 MB2973                          STATION RECOVERY (1995)
 MB2973
 MB2973'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB2973'RECOVERED IN GOOD CONDITION.
 MB2973
 MB2973                          STATION RECOVERY (1995)
 MB2973
 MB2973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MB2973'NOTE--THE OWNER REQUESTS THAT NO VEHICLES BE DRIVEN ON ANY PAVEMENT AT
 MB2973'THE AIRFIELD.  THE STATION IS LOCATED ABOUT 38 KM (23.60 MI) NORTHEAST
 MB2973'OF CLEVELAND, 6 KM (3.70 MI) SOUTHEAST OF PAINESVILLE AT THE CONCORD
 MB2973'AIRPARK, IN GRASS ALONG THE RUNWAY, ON THE SOUTHWEST SIDE OF THE RUNUP
 MB2973'RAMP FOR RUNWAY END 20.  OWNERSHIP--CAROLINE LUTHA, 12253 CHARDON
 MB2973'ROAD, PAINESVILLE, OH.  44077.  PHONE 216-354-9815 OR 352-3228.  TO
 MB2973'REACH FROM THE OVERPASS OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 44
 MB2973'ABOUT 6 KM (3.70 MI) SOUTH OF PAINESVILLE, GO SOUTH ON HIGHWAY 44 FOR
 MB2973'2.65 KM (1.65 MI) TO A PAVED CROSSROAD (GIRDLED ROAD) .  TURN LEFT,
 MB2973'EAST-NORTHEAST, ON GIRDLED ROAD FOR 4.0 KM (2.50 MI) TO THE JUNCTION
 MB2973'OF STATE HIGHWAY 608.  TURN LEFT, NORTHWEST, ON HIGHWAY 608 FOR 0.4 KM
 MB2973'(0.25 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 MB2973'NORTHEAST, ON THE ROAD FOR 50 M (164.0 FT) TO A GATE AT THE APRON.
 MB2973'PASS THROUGH THE GATE, NORTHEAST, ACROSS APRON AND ALONG TAXI FOR 0.16
 MB2973'KM (0.10 MI) TO THE RUNWAY. TURN LEFT, NORTHEAST, ALONG THE RUNWAY FOR
 MB2973'0.04 KM (0.00 MI) TO THE STATION ON THE RIGHT JUST BEFORE THE RUNUP
 MB2973'RAMP.  THE STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST
 MB2973'SET FLUSH WITH THE GROUND. IT IS 41.3 M (135.5 FT) SOUTHWEST OF THE
 MB2973'NORTHWEST END OF THE NORTHWEST THRESHOLD BAR, 41.4 M (135.8 FT)
 MB2973'WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE RUNWAY, 14.7 M (48.2 FT)
 MB2973'WEST-NORTHWEST OF THE RUNWAY CENTER, AND 0.3 M (1.0 FT) NORTHEAST OF A
 MB2973'FIBERGLASS WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 MB2973'(SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1764 ***********************************************************************
 MD1764  DESIGNATION -  CONTINENTAL MUNICIPAL TANK
 MD1764  PID         -  MD1764
 MD1764  STATE/COUNTY-  OH/PUTNAM
 MD1764  USGS QUAD   -  CONTINENTAL (1977)
 MD1764
 MD1764                         *CURRENT SURVEY CONTROL
 MD1764  ___________________________________________________________________
 MD1764* NAD 83(1995)-  41 05 52.28047(N)    084 15 54.06197(W)     ADJUSTED  
 MD1764* NAVD 88     -                                                        
 MD1764  ___________________________________________________________________
 MD1764  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 MD1764  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 MD1764
 MD1764  HORZ ORDER  -  THIRD
 MD1764
 MD1764.The horizontal coordinates were established by classical geodetic methods
 MD1764.and adjusted by the National Geodetic Survey in April 1998..
 MD1764
 MD1764
 MD1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1764
 MD1764.The geoid height was determined by GEOID03.
 MD1764
 MD1764;                    North         East     Units Scale Factor Converg.
 MD1764;SPC OH N     -   160,428.053   451,738.921   MT  0.99993928   -1 09 34.3
 MD1764;UTM  16      - 4,553,225.119   729,687.720   MT  1.00024935   +1 47 55.0
 MD1764
 MD1764                          SUPERSEDED SURVEY CONTROL
 MD1764
 MD1764  NAD 83(1986)-  41 05 52.28700(N)    084 15 54.07387(W) AD(       ) 4
 MD1764  NAD 27      -  41 05 52.10000(N)    084 15 54.27700(W) AD(       ) 3
 MD1764
 MD1764.Superseded values are not recommended for survey control.
 MD1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1764.See file dsdata.txt to determine how the superseded data were derived.
 MD1764
 MD1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL2968853225(NAD 83)
 MD1764
 MD1764  HISTORY     - Date     Condition        Report By
 MD1764  HISTORY     - 1943     MONUMENTED       CGS
 MD1764  HISTORY     - 1984     GOOD             USPSQD
 MD1764
 MD1764                          STATION DESCRIPTION
 MD1764
 MD1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD1764'STATION IS LOCATED 0.05 MILE E OF THE
 MD1764'POST OFFICE IN THE
 MD1764'VILLAGE OF CONTINENTAL.  IT IS A 4-LEGGED
 MD1764'STEEL STRUCTURE, 137 FEET HIGH,
 MD1764'PAINTED SILVER WITH THE LEGEND
 MD1764'CONTINENTAL PAINTED IN LARGE BLACK LETTERS ON THE
 MD1764'N AND S SIDES
 MD1764'OF THE TANK.  THE POINT OBSERVED ON WAS THE SMALL BALL ON TOP OF
 MD1764'THE TANK.
 MD1764'
 MD1764'THIS IS AN INTERSECTION STATION.
 MD1764
 MD1764                          STATION RECOVERY (1984)
 MD1764
 MD1764'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MD1764'CONTINENTAL FOUND OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3203 ***********************************************************************
 JZ3203  DESIGNATION -  CONVENT OF THE GOOD SHEPARD
 JZ3203  PID         -  JZ3203
 JZ3203  STATE/COUNTY-  OH/HAMILTON
 JZ3203  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3203
 JZ3203                         *CURRENT SURVEY CONTROL
 JZ3203  ___________________________________________________________________
 JZ3203* NAD 83(1995)-  39 12 25.04777(N)    084 30 13.83387(W)     ADJUSTED  
 JZ3203* NAVD 88     -                                                        
 JZ3203  ___________________________________________________________________
 JZ3203  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 JZ3203  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ3203
 JZ3203  HORZ ORDER  -  THIRD
 JZ3203
 JZ3203.The horizontal coordinates were established by classical geodetic methods
 JZ3203.and adjusted by the National Geodetic Survey in April 1998..
 JZ3203
 JZ3203
 JZ3203.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3203
 JZ3203.The geoid height was determined by GEOID03.
 JZ3203
 JZ3203;                    North         East     Units Scale Factor Converg.
 JZ3203;SPC OH S     -   135,908.329   426,945.600   MT  0.99994068   -1 16 17.3
 JZ3203;UTM  16      - 4,342,712.106   715,529.393   MT  1.00017200   +1 34 42.6
 JZ3203
 JZ3203                          SUPERSEDED SURVEY CONTROL
 JZ3203
 JZ3203  NAD 83(1995)-  39 12 25.05392(N)    084 30 13.84130(W) AD(       ) 4
 JZ3203  NAD 83(1986)-  39 12 25.05163(N)    084 30 13.84376(W) AD(       ) 4
 JZ3203  NAD 27      -  39 12 24.84100(N)    084 30 14.04800(W) AD(       ) 3
 JZ3203
 JZ3203.Superseded values are not recommended for survey control.
 JZ3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3203.See file dsdata.txt to determine how the superseded data were derived.
 JZ3203
 JZ3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1552942712(NAD 83)
 JZ3203_MARKER: 87 = DOME
 JZ3203
 JZ3203  HISTORY     - Date     Condition        Report By
 JZ3203  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3203  HISTORY     - 1988     GOOD             USPSQD
 JZ3203
 JZ3203                          STATION DESCRIPTION
 JZ3203
 JZ3203'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3203'THE STATION IS LOCATED ON NORTH BEND RD. MIDWAY BETWEEN CARTHAGE,
 JZ3203'DISTRICT OF CINCINNATI, AND THE TOWNSHIP OF PARKVIEW
 JZ3203'HEIGHTS, ON THE HIGHEST GROUND WEST OF CARTHAGE. THE BUILDING IS OF
 JZ3203'RED BRICK CONSTRUCTION, AND THE DOME IS ON THE NORTH END OF THE
 JZ3203'BUILDING.
 JZ3203'
 JZ3203'THE POINT OF INTERSECTION WAS THE HIGHEST POINT ON THE DOME.
 JZ3203'
 JZ3203'THIS IS AN INTERSECTION STATION.
 JZ3203
 JZ3203                          STATION RECOVERY (1988)
 JZ3203
 JZ3203'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAS)
 JZ3203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1331 ***********************************************************************
 JY1331  DESIGNATION -  COOK RESET
 JY1331  PID         -  JY1331
 JY1331  STATE/COUNTY-  OH/HOCKING
 JY1331  USGS QUAD   -  GORE (1992)
 JY1331
 JY1331                         *CURRENT SURVEY CONTROL
 JY1331  ___________________________________________________________________
 JY1331* NAD 83(1995)-  39 32 29.11214(N)    082 20 41.66384(W)     ADJUSTED  
 JY1331* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 JY1331  ___________________________________________________________________
 JY1331  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 JY1331  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JY1331
 JY1331  HORZ ORDER  -  FIRST
 JY1331
 JY1331.The horizontal coordinates were established by classical geodetic methods
 JY1331.and adjusted by the National Geodetic Survey in April 1998..
 JY1331
 JY1331.The orthometric height was scaled from a topographic map.
 JY1331
 JY1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1331
 JY1331.The geoid height was determined by GEOID03.
 JY1331
 JY1331;                    North         East     Units Scale Factor Converg.
 JY1331;SPC OH S     -   171,130.094   613,331.379   MT  0.99993965   +0 05 54.3
 JY1331;UTM  17      - 4,377,724.939   384,432.885   MT  0.99976443   -0 51 22.7
 JY1331
 JY1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1331!SPC OH S     -   0.99995439  x   0.99993965  =   0.99989404
 JY1331!UTM  17      -   0.99995439  x   0.99976443  =   0.99971883
 JY1331
 JY1331|---------------------------------------------------------------------|
 JY1331| PID    Reference Object                     Distance      Geod. Az  |
 JY1331|                                                           dddmmss.s |
 JY1331| CE5904 COOK RM 4                            22.475 METERS 00630     |
 JY1331| CE5905 COOK RM 5                            19.753 METERS 09109     |
 JY1331| JY1366 BROOKS RESET                        APPROX.11.6 KM 1231923.9 |
 JY1331| CE5903 COOK AZ MK                                         2350819.5 |
 JY1331|---------------------------------------------------------------------|
 JY1331
 JY1331                          SUPERSEDED SURVEY CONTROL
 JY1331
 JY1331  NAD 83(1986)-  39 32 29.11496(N)    082 20 41.66767(W) AD(       ) 1
 JY1331  NAD 27      -  39 32 28.87700(N)    082 20 42.11800(W) AD(       ) 1
 JY1331
 JY1331.Superseded values are not recommended for survey control.
 JY1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1331.See file dsdata.txt to determine how the superseded data were derived.
 JY1331
 JY1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD8443377725(NAD 83)
 JY1331_MARKER: V = STONE MONUMENT
 JY1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1331
 JY1331  HISTORY     - Date     Condition        Report By
 JY1331  HISTORY     - 1945     MONUMENTED       CGS
 JY1331  HISTORY     - 1945     SEE DESCRIPTION  CGS
 JY1331  HISTORY     - 1970     GOOD             NGS
 JY1331
 JY1331                          STATION DESCRIPTION
 JY1331
 JY1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1331'STATION WAS RECOVERED AS DESCRIBED IN 1881.  THE GRANITE POST WAS
 JY1331'RECOVERED AND A STANDARD STATION DISK WAS REPLACED HOLDING THE
 JY1331'ORIGINAL POSITION.  THE ORIGINAL STONE REFERENCE MARKS 1, 2, AND 3,
 JY1331'WERE NOT RECOVERED.  TWO REFERENCE MARKS 4 AND 5 AND AN AZIMUTH
 JY1331'MARK WERE ESTABLISHED BY THIS PARTY.  A COMPLETE DESCRIPTION FOLLOWS-
 JY1331'
 JY1331'STATION IS LOCATED ABOUT 3.5 MILES E OF THE CITY OF LOGAN ON LAND
 JY1331'OWNED BY COOK HEIRS.  THE MARK IS LOCATED ON A HIGH SCRUB APPLE
 JY1331'TREE HILL ABOUT 0.15 MILE NW OF AN OLD HOUSE.  IT IS 4.5 FEET S OF A
 JY1331'STANDARD WITNESS POST.  THE DISK IS STAMPED COOK 1881 1945 AND
 JY1331'PROJECTS ABOUT 4 INCHES.
 JY1331'
 JY1331'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 JY1331'SET IN CONCRETE.
 JY1331'
 JY1331'REFERENCE MARK 4 IS 73.80 FEET N OF THE STATION ON THE N SLOPE OF THE
 JY1331'HILL.  THE DISK IS STAMPED COOK NO 1 1945 AND PROJECTS ABOUT 4
 JY1331'INCHES.
 JY1331'
 JY1331'REFERENCE MARK 5 IS 65.14 FEET E OF THE STATION ON THE E SLOPE OF THE
 JY1331'HILL.  THE DISK IS STAMPED COOK NO 5 1945 AND PROJECTS ABOUT 4
 JY1331'INCHES.
 JY1331'
 JY1331'AZIMUTH MARK IS ABOUT 0.5 MILE SW OF THE STATION ON THE N SIDE OF A
 JY1331'DIRT ROAD.  IT IS 2 FEET E OF A STANDARD WITNESS POST, 12 FEET N
 JY1331'OF THE APPROXIMATE CENTER OF THE ROAD, AND 1 FOOT S OF THE FENCE.
 JY1331'THE DISK IS STAMPED COOK 1945 AND PROJECTS ABOUT 6 INCHES.
 JY1331'
 JY1331'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 33 AND STATE
 JY1331'HIGHWAY 75 IN THE CITY OF LOGAN, GO SE ON U.S.  HIGHWAY 33 FOR
 JY1331'2.4 MILES TO STATE HIGHWAY 328 RIGHT, CONTINUE ON HIGHWAY 33 FOR 0.35
 JY1331'MILE TO A T-ROAD LEFT, TURN LEFT 0.1 MILE TO A FORK.  TAKE LEFT
 JY1331'FORK AND GO 0.9 MILE TO ANOTHER FORK, TURN RIGHT AND GO 0.2 MILE TO
 JY1331'THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.8
 JY1331'MILE TO A DIRT T-ROAD LEFT, TURN LEFT AND GO 0.4 MILE TO AN OLD HOUSE
 JY1331'ON THE RIGHT AND END OF TRUCK TRAVEL.  CONTINUE STRAIGHT AHEAD
 JY1331'ON A DIM TRACK ROAD FOR 0.2 MILE TO THE TOP OF THE GRADE, TURN
 JY1331'LEFT AND FOLLOW TRACK ROAD, PASSING ANOTHER OLD HOUSE ON THE RIGHT,
 JY1331'AND GO ABOUT 0.3 MILE TO THE HIGHEST POINT AND STATION.
 JY1331'
 JY1331'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 JY1331
 JY1331                          STATION RECOVERY (1970)
 JY1331
 JY1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JY1331'THE STATION MARK, REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5 WERE
 JY1331'RECOVERED AND FOUND IN GOOD CONDITION.  A THOROUGH AND EXTENDED
 JY1331'SEARCH WAS MADE FOR THE AZIMUTH MARK SET IN 1945, BUT IT COULD NOT
 JY1331'BE FOUND, AND IS THOUGHT TO HAVE BEEN DESTROYED BY GRADING OF OIL
 JY1331'FIELD ROADS NOW IN THE AREA.  IN CHECKING THE HORIZONTAL MEASURED
 JY1331'DISTANCE BETWEEN THE STATION AND REFERENCE MARK NO. 4 A
 JY1331'DISCREPANCY OF - 0.07 OF A FOOT WAS NOTED AND BETWEEN THE STATION
 JY1331'AND REFERENCE MARK NO. 5 A DISCREPANCY OF - 0.34 OF A FOOT WAS
 JY1331'NOTED.  THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED
 JY1331'BETWEEN REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5.  WHEN
 JY1331'THE ANGLE OBSERVED THIS DATE WAS CHECKED AGAINST THE 1945
 JY1331'OBSERVED VALUE, A DISCREPANCY OF + 01 FOOT 20.8 MIN WAS NOTED.
 JY1331'
 JY1331'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JY1331'
 JY1331'THE STATION IS LOCATED ON THE SUMMIT OF A HEAVILY WOODED HILL ABOUT
 JY1331'3.5 MILES EAST OF LOGAN, IN THE MIDST OF AN OIL FIELD, AND ON THE
 JY1331'PROPERTY OF THE COOK FAMILY HEIRS.
 JY1331'
 JY1331'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE HOCKING
 JY1331'COUNTY COURTHOUSE IN LOGAN, GO EAST ON MAIN STREET FOR 0.1 OF A MILE
 JY1331'TO THE JUNCTION OF OLD U.S. HIGHWAY 33 AND STATE ROUTE 93.  HERE
 JY1331'CONTINUE EAST ON OLD U.S. HIGHWAY 33 FOR 0.2 OF A MILE TO WHERE
 JY1331'U.S. HIGHWAY 33 TURNS RIGHT.  HERE TURN RIGHT AND GO SOUTH ON
 JY1331'U.S.  HIGHWAY 33 FOR 0.1 OF A MILE TO WHERE OLD U.S. HIGHWAY 33
 JY1331'TURNS LEFT AND U.S. HIGHWAY 33B CONTINUES STRAIGHT AHEAD TO
 JY1331'NEW U.S.  HIGHWAY 33.  HERE TURN LEFT ON OLD U.S. HIGHWAY 33
 JY1331'AND GO SOUTHEASTERLY FOR 2.0 MILES TO STATE ROUTE 328 ON
 JY1331'THE RIGHT, CONTINUE SOUTHEASTERLY ON OLD U.S. HIGHWAY 33
 JY1331'FOR ABOUT 0.05 TO HOCKING COUNTY ROAD 17 (MARYVILLE-WILLIAMS
 JY1331'ROAD) ON THE LEFT.  HERE TURN LEFT ON HOCKING COUNTY ROAD 17 AND
 JY1331'GO NORTHEASTERLY FOR 0.1 OF A MILE TO GREEN TOWNSHIP ROAD 362
 JY1331'RIGHT.  CONTINUE NORTHEAST, NORTH, AND NORTHEASTERLY ON HOCKING
 JY1331'COUNTY ROAD 17 FOR 0.85 OF A MILE TO GREEN TOWNSHIP ROAD 350
 JY1331'(DAVIS-GREENHILL ROAD) ON THE RIGHT.  HERE TURN RIGHT ON GREEN
 JY1331'TOWNSHIP ROAD 350 AND GO EASTERLY FOR 1.0 MILE TO MILE TO A CINDER
 JY1331'ROAD (GREEN TOWNSHIP ROAD 357 - ROBY ROAD) ON THE LEFT AND A
 JY1331'HOUSE IN THE NORTHWEST ANGLE OF THE T INTERSECTION.  HERE TURN LEFT
 JY1331'AND GO NORTHERLY ON THIS CINDER ROAD FOR 0.6 OF A MILE TO THE
 JY1331'CREST OF A STEEP HILL AND A FORK.  KEEP LEFT FORK ON A CINDER ROAD
 JY1331'KEEPING ALL LEFT FORKS, AND GO WEST FOR 0.2 OF A MILE TO AN OILWELL
 JY1331'PUMPING STATION AT END OF ROAD AND END OF TRUCK TRAVEL.  HERE PACK
 JY1331'NORTHERLY UP STEEP WOODED HILL FOR ABOUT 400 FEET TO THE STATION IN
 JY1331'WOODS AS DESCRIBED.
 JY1331'
 JY1331'THE STATION IS LOCATED IN DENSE WOODS, 20 FEET NORTH-NORTHEAST OF A
 JY1331'9-INCH, TWIN TRUNKED HAWTHORN TREE, 17 FEET SOUTH-SOUTHWEST OF A
 JY1331'9-INCH HAWTHORN TREE, 12 FEET EAST-SOUTHEAST OF AN 8-INCH HICKORY
 JY1331'TREE, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 JY1331'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 JY1331'CONCRETE MONUMENT AND THE DISK IS STAMPED COOK 1881 1945.
 JY1331'
 JY1331'REFERENCE MARK NO. 4 IS LOCATED ON THE NORTH SLOPE OF THE WOODED
 JY1331'HILL ABOUT 2 FEET BELOW THE STATION ELEVATION, 74 FEET NORTH OF THE
 JY1331'METAL WITNESS POST AND SIGN, 26 FEET EAST OF AN 8-INCH DOGWOOD
 JY1331'TREE, 13 FEET WEST OF AN 8-INCH TULIP POPLAR TREE, AND 11 FEET
 JY1331'NORTHEAST OF A 12-INCH, LEANING, TULIP POPLAR TREE.  IT IS A
 JY1331'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 JY1331'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED COOK NO 4
 JY1331'1945.
 JY1331'
 JY1331'REFERENCE MARK NO. 5 IS LOCATED ON THE EAST SLOPE OF THE WOODED HILL
 JY1331'ABOUT 4 FEET BELOW THE STATION ELEVATION, 66 FEET EAST OF THE METAL
 JY1331'WITNESS POST AND SIGN, 19 FEET WEST-SOUTHWEST OF A 14-INCH TULIP
 JY1331'POPLAR TREE, 15 FEET SOUTHEAST OF A 12-INCH TULIP POPLAR TREE, AND
 JY1331'2 FEET SOUTH OF A 5-INCH DOGWOOD TREE.  IT IS A STANDARD DISK SET
 JY1331'IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5
 JY1331'INCHES AND THE DISK IS STAMPED COOK NO 5 1945.
 JY1331'
 JY1331'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 4 AND
 JY1331'REFERENCE MARK NO. 5 IS 93.50 FEET - 28.500 METERS.
 JY1331'
 JY1331'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5 MILES
 JY1331'EAST OF LOGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1865 ***********************************************************************
 KZ1865  DESIGNATION -  COOPER
 KZ1865  PID         -  KZ1865
 KZ1865  STATE/COUNTY-  OH/KNOX
 KZ1865  USGS QUAD   -  DANVILLE (1982)
 KZ1865
 KZ1865                         *CURRENT SURVEY CONTROL
 KZ1865  ___________________________________________________________________
 KZ1865* NAD 83(1995)-  40 27 06.44183(N)    082 19 45.28835(W)     ADJUSTED  
 KZ1865* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 KZ1865  ___________________________________________________________________
 KZ1865  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 KZ1865  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KZ1865
 KZ1865  HORZ ORDER  -  FIRST
 KZ1865
 KZ1865.The horizontal coordinates were established by classical geodetic methods
 KZ1865.and adjusted by the National Geodetic Survey in April 1998..
 KZ1865
 KZ1865.The orthometric height was scaled from a topographic map.
 KZ1865
 KZ1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1865
 KZ1865.The geoid height was determined by GEOID03.
 KZ1865
 KZ1865;                    North         East     Units Scale Factor Converg.
 KZ1865;SPC OH N     -    87,199.637   614,484.667   MT  0.99999652   +0 06 43.8
 KZ1865;UTM  17      - 4,478,751.766   387,285.586   MT  0.99975638   -0 51 45.1
 KZ1865
 KZ1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1865!SPC OH N     -   0.99994866  x   0.99999652  =   0.99994518
 KZ1865!UTM  17      -   0.99994866  x   0.99975638  =   0.99970505
 KZ1865
 KZ1865:                Primary Azimuth Mark                     Grid Az
 KZ1865:SPC OH N     -  COOPER AZ MK                             026 50 33.0
 KZ1865:UTM  17      -  COOPER AZ MK                             027 49 01.9
 KZ1865
 KZ1865|---------------------------------------------------------------------|
 KZ1865| PID    Reference Object                     Distance      Geod. Az  |
 KZ1865|                                                           dddmmss.s |
 KZ1865| CE5906 COOPER AZ MK                                       0265716.8 |
 KZ1865| CE5907 COOPER RM 1                          20.607 METERS 29452     |
 KZ1865| CE5908 COOPER RM 2                          41.441 METERS 33934     |
 KZ1865|---------------------------------------------------------------------|
 KZ1865
 KZ1865                          SUPERSEDED SURVEY CONTROL
 KZ1865
 KZ1865  NAD 83(1986)-  40 27 06.44897(N)    082 19 45.29165(W) AD(       ) 1
 KZ1865  NAD 27      -  40 27 06.20966(N)    082 19 45.71940(W) AD(       ) 1
 KZ1865
 KZ1865.Superseded values are not recommended for survey control.
 KZ1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1865.See file dsdata.txt to determine how the superseded data were derived.
 KZ1865
 KZ1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8728678752(NAD 83)
 KZ1865_MARKER: DS = TRIANGULATION STATION DISK
 KZ1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1865
 KZ1865  HISTORY     - Date     Condition        Report By
 KZ1865  HISTORY     - 1959     MONUMENTED       CGS
 KZ1865  HISTORY     - 1971     GOOD             OHHD
 KZ1865  HISTORY     - 1971     GOOD             NGS
 KZ1865
 KZ1865                          STATION DESCRIPTION
 KZ1865
 KZ1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1865'THE STATION IS ABOUT 9-1/2 MILES NORTHEAST OF MOUNT VERNON, 4 MILES
 KZ1865'WEST OF DANVILLE, 3 MILES
 KZ1865'SOUTHEAST OF AMITY, IN HOWARD TOWNSHIP, T 7 N, R 11 W, ON PROPERTY
 KZ1865'OWNED BY LORING COOPER.
 KZ1865'
 KZ1865'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND KNOX
 KZ1865'COUNTY ROUTE 14 IN AMITY, GO
 KZ1865'SOUTHEAST ON ROUTE 14 FOR 0.15 MILE TO THE AMITY HIGH SCHOOL ON THE
 KZ1865'RIGHT.  CONTINUE EAST ON ROUTE 14 FOR
 KZ1865'1.95 MILES TO A FORK IN THE ROAD.  BEAR RIGHT AND GO SOUTH
 KZ1865'ON KNOX COUNTY ROUTE 35 FOR 0.4 MILE TO A SIDE
 KZ1865'ROAD ON THE LEFT.  TURN LEFT AND GO EAST
 KZ1865'AND SOUTHEAST ON THE MAIN TRAVELED ROAD 1.0 MILE TO A T-ROAD.
 KZ1865'(TURN LEFT AND GO EAST ON A GRAVEL
 KZ1865'ROAD 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT).  TURN RIGHT AND GO
 KZ1865'SOUTH ON THE GRAVEL ROAD 0.2 MILE TO A
 KZ1865'FIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE FIELD
 KZ1865'ROAD 0.1 MILE TO THE STATION ON THE RIGHT.
 KZ1865'
 KZ1865'STATION MARKS ARE STANDARD DISKS STAMPED COOPER 1959.  THE SURFACE
 KZ1865'DISK IS SET IN A SQUARE CONCRETE
 KZ1865'POST 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 18 FEET EAST
 KZ1865'OF AN 8-INCH DECIDUOUS TREE WITH A
 KZ1865'TRIANGLE BLAZE AND 16 FEET NORTH OF THE CENTERLINE OF THE
 KZ1865'FIELD ROAD.  THE UNDERGROUND DISK IS SET IN AN
 KZ1865'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 KZ1865'THE SURFACE OF THE GROUND.
 KZ1865'
 KZ1865'REFERENCE DMARK NO. 1, A STANDARD DISK STAMPED COOPER NO 1 1959, IS
 KZ1865'SET IN A SQUARE CONCRETE POST
 KZ1865'WHICH PROJECTS 6 INCHES.  IT IS 54 FEET NORTHWEST OF THE 8-INCH
 KZ1865'DECIDUOUS TREE WITH A TRIANGLE
 KZ1865'BLAZE, 44 FEET NORTH OF THE CENTERLINE OF THE FIELD ROAD, 5 FEET
 KZ1865'SOUTHEAST OF AN 8-INCH OAK TREE AND 4
 KZ1865'FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD.
 KZ1865'A STANDARD METAL WITNESS POST WAS SET 1.5 FEET SOUTH OF
 KZ1865'THE MARK.
 KZ1865'
 KZ1865'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COOPER NO 2 1959, IS
 KZ1865'SET IN A SQUARE CONCRETE POST
 KZ1865'WHICH PROJECTS 6 INCHES.  IT IS 144 FEET NORTH OF THE CENTERLINE OF
 KZ1865'THE FIELD ROAD, 9 FEET SOUTHEAST
 KZ1865'OF A 10-INCH DECIDUOUS TREE, 6 FEET WEST OF THE WEST EDGE
 KZ1865'OF THE CULTIVATED FIELD, ABOUT 3 FEET LOWER IN
 KZ1865'ELEVATION THAN THE STATION.
 KZ1865'
 KZ1865'AZIMUTH MARK, A STANDARD DISK STAMPED COOPER 1959, IS SET IN A SQUARE
 KZ1865'CONCRETE POST WHICH
 KZ1865'PROJECTS 6 INCHES.  IT IS 16 FEET NORTH OF THE CENTERLINE ON THE
 KZ1865'GRAVEL ROAD, 14 FEET WEST OF A
 KZ1865'24-INCH OAK TREE AND 4.5 FEET SOUTHEAST OF A 14-INCH DECIDUOUS TREE.
 KZ1865'A STANDARD METAL WITNESS POST WAS
 KZ1865'SET 2 FEET WEST OF THE MARK.
 KZ1865
 KZ1865                          STATION RECOVERY (1971)
 KZ1865
 KZ1865'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (SLC)
 KZ1865'MARK STAMPED COOPER, EXCELLENT CONDITION,
 KZ1865'LOSER RANGER DIST. TO AZ. MARK 514.684 METERS
 KZ1865'SLOPE RM 1
 KZ1865'EXCELLENT VA. D91-09-36
 KZ1865'RM 2 EXCELLENT VA. BY
 KZ1865'WILD T-2 R268-49-34
 KZ1865'
 KZ1865'THIS MONUMENT IS ON A LAND DEVELOPMENT COMPANYS PROPERTY, (APPLE
 KZ1865'VALLEY), AND THEY ARE
 KZ1865'CONCERNED THAT THIS MARK MAY BE DESTROYED BY
 KZ1865'CONSTRUCTION IN 2-3 YEARS.
 KZ1865'
 KZ1865'AZIMUTH MARK FOUND IN FAIR CONDITION.
 KZ1865
 KZ1865                          STATION RECOVERY (1971)
 KZ1865
 KZ1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KZ1865'THE STATION AND ALL MARKS WERE RECOVERED IN APPARENT GOOD CONDITION.
 KZ1865'THE STATION WAS
 KZ1865'OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN THE
 KZ1865'AZIMUTH MARK AND THE REFERENCE
 KZ1865'MARKS.  THE ANGLES OBSERVED THIS DATE
 KZ1865'CHECKED THE 1959 OBSERVATIONS WELL WITHIN THE
 KZ1865'REQUIRED LIMITS.  VERTICAL
 KZ1865'ANGLE OBSERVATIONS WERE OBSERVED BETWEEN THE STATION MARK AND
 KZ1865'THE REFERENCE MARKS, AND
 KZ1865'BETWEEN THE REFERENCE MARKS, AND SLOPE DISTANCES WERE
 KZ1865'MEASURED.  WHEN THESE SLOPE
 KZ1865'DISTANCES WERE REDUCED TO THE HORIZONTAL A
 KZ1865'DISCREPANCY OF - 0.13 OF A FOOT WAS NOTED FOR
 KZ1865'REFERENCE MARK NO. 1 AND
 KZ1865'- 0.23 OF A FOOT FOR REFERENCE MARK NO. 2.
 KZ1865'
 KZ1865'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KZ1865'
 KZ1865'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF MOUNT VERNON,
 KZ1865'4 MILES WEST OF
 KZ1865'DANVILLE, 3 MILES SOUTHEAST OF AMITY, AND IS NOW ON THE
 KZ1865'PROPERTY OF APPLE VALLEY
 KZ1865'ENTERPRISES INC.
 KZ1865'
 KZ1865'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND
 KZ1865'KNOX COUNTY ROAD 9
 KZ1865'IN DANVILLE, GO WESTERLY ON KNOX COUNTY ROAD 9 FOR
 KZ1865'2.45 MILES TO WHERE THE COUNTY ROAD
 KZ1865'BEARS LEFT AND HOWARD TWP. ROAD 247
 KZ1865'CONTINUES STRAIGHT AHEAD.  HERE CONTINUE STRAIGHT
 KZ1865'AHEAD ON GRAVELED
 KZ1865'HOWARD TWP. ROAD 247 IN A GENERAL WESTERLY DIRECTION FOR 1.55 MILES
 KZ1865'TO HOWARD TWP. ROAD
 KZ1865'320 ON THE RIGHT.  HERE TURN RIGHT AND GO NORTHERLY ON
 KZ1865'HOWARD TWP. ROAD 320 FOR 0.1 OF A
 KZ1865'MILE TO TWP. ROAD 246 ON THE LEFT,
 KZ1865'CONTINUE NORTHERLY ON HOWARD TWP. ROAD 320 FOR 0.7
 KZ1865'OF A MILE TO TWP.
 KZ1865'ROAD 250 ON THE RIGHT, CONTINUE NORTHERLY ON HOWARD TWP. ROAD 320 FOR
 KZ1865'0.15 OF A MILE TO
 KZ1865'A GRADED T ROAD LEFT.* HERE TURN LEFT AND GO WEST
 KZ1865'ON THE GRADED ROAD FOR 0.15 OF A
 KZ1865'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 KZ1865'
 KZ1865'THE STATION IS 191 FEET WEST OF A 30-INCH BLACK CHERRY TREE, 18
 KZ1865'FEET
 KZ1865'EAST-NORTHEAST OF A 16-INCH BLACK WALNUT TREE, 16 FEET NORTH OF
 KZ1865'THE APPROXIMATE CENTER
 KZ1865'OF THE GRADED ROAD, AND 1.5 FEET SOUTH OF A
 KZ1865'METAL WITNESS POST AND SIGN.  IT IS A
 KZ1865'STANDARD DISK SET IN THE TOP OF
 KZ1865'A 16-INCH, SQUARE, CONCRETE MONUMENT ABOUT 16 INCHES
 KZ1865'BELOW THE GROUND
 KZ1865'SURFACE AND THE DISK IS STAMPED COOPER 1959.
 KZ1865'
 KZ1865'REFERENCE MARK NO. 1 IS 53 FEET WEST-NORTHWEST OF THE 16-INCH
 KZ1865'BLACK WALNUT TREE,
 KZ1865'42 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 KZ1865'GRADED ROAD, 30 FEET NORTH OF AN
 KZ1865'18-INCH BLACK OAK TREE, 5 FEET SOUTH-SOUTHEAST
 KZ1865'OF AN 18-INCH WHITE OAK TREE, 1.4 FEET NORTH OF A
 KZ1865'METAL
 KZ1865'WITNESS POST AND SIGN, AND NEAR THE WEST EDGE OF A CLEARING AT THE
 KZ1865'EAST EDGE OF WOODS.
 KZ1865'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 KZ1865'SQUARE, CONCRETE MONUMENT THAT
 KZ1865'PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KZ1865'COOPER NO 1 1959.
 KZ1865'
 KZ1865'REFERENCE MARK NO. 2 IS 142 FEET NORTH OF THE APPROXIMATE CENTER OF
 KZ1865'THE GRADED ROAD,
 KZ1865'35 FEET NORTH OF A 20-INCH BLACK CHERRY TREE, 24 FEET
 KZ1865'NORTHEAST OF A 20-INCH WHITE OAK
 KZ1865'TREE, 16 FEET SOUTH OF A 20-INCH BLACK
 KZ1865'CHERRY TREE, 12 FEET SOUTHEAST OF A 7-INCH HOP
 KZ1865'HORNBEAM TREE, 1.1 FEET
 KZ1865'EAST OF A METAL WITNESS POST AND SIGN, AND AT THE WEST EDGE OF
 KZ1865'THE CLEARING AT EAST
 KZ1865'EDGE OF WOODS.  IT IS A STANDARD DISK SET IN THE TOP OF A
 KZ1865'12-INCH, SQUARE, CONCRETE
 KZ1865'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK
 KZ1865'IS STAMPED COOPER NO 2 1959.
 KZ1865'
 KZ1865'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 KZ1865'REFERENCE MARK NO.
 KZ1865'2 IS 99.93 FEET - (30.459) METERS.
 KZ1865'
 KZ1865'THE AZIMUTH MARK IS ABOUT 0.3 OF A MILE NORTH-NORTHEAST OF THE
 KZ1865'STATION, 173 FEET
 KZ1865'EAST OF THE T INTERSECTION OF HOWARD TWP. ROADS 320
 KZ1865'AND 251, 135 FEET EAST OF A PIPELINE
 KZ1865'CROSSING, 26 FEET AND ACROSS TWP.
 KZ1865'ROAD 251 FROM A WOVEN WIRE FENCE, 12 FEET NORTH OF THE
 KZ1865'APPROXIMATE
 KZ1865'CENTER OF HOWARD TWP. ROAD 251, 7.5 FEET SOUTH OF A 20-INCH WHITE OAK
 KZ1865'TREE, AND 2.0 FEET
 KZ1865'EAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 KZ1865'STANDARD DISK SET IN THE TOP OF A
 KZ1865'12-INCH, SQUARE, CONCRETE MONUMENT
 KZ1865'THAT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KZ1865'COOPER 1959.
 KZ1865'
 KZ1865'*FROM THIS GRADED ROAD LEADING INTO THE STATION SITE, CONTINUE
 KZ1865'NORTHERLY ON
 KZ1865'HOWARD TWP. ROAD 320 FOR 0.2 OF A MILE TO TWP. ROAD 252 ON
 KZ1865'THE LEFT, CONTINUE NORTHERLY ON
 KZ1865'HOWARD TWP. ROAD 320 FOR 0.1 OF A MILE
 KZ1865'TO TWP. ROAD 251 ON THE RIGHT AND A DIM TRACK ROAD
 KZ1865'STRAIGHT AHEAD.  HERE
 KZ1865'TURN RIGHT AND GO EASTERLY ON HOWARD TWP. ROAD 251 FOR ABOUT 173 FEET
 KZ1865'TO THE AZIMUTH
 KZ1865'MARK ON THE LEFT AS DESCRIBED.
 KZ1865'
 KZ1865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 KZ1865'SOUTHEAST OF AMITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2547 ***********************************************************************
 MB2547  DESIGNATION -  CORBETT
 MB2547  PID         -  MB2547
 MB2547  STATE/COUNTY-  OH/PORTAGE
 MB2547  USGS QUAD   -  RAVENNA (1994)
 MB2547
 MB2547                         *CURRENT SURVEY CONTROL
 MB2547  ___________________________________________________________________
 MB2547* NAD 83(1995)-  41 13 40.53290(N)    081 14 49.82481(W)     ADJUSTED  
 MB2547* NAVD 88     -       404.1    (meters)    1326.     (feet)  VERTCON   
 MB2547  ___________________________________________________________________
 MB2547  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 MB2547  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2547
 MB2547  HORZ ORDER  -  FIRST
 MB2547
 MB2547.The horizontal coordinates were established by classical geodetic methods
 MB2547.and adjusted by the National Geodetic Survey in April 1998..
 MB2547
 MB2547.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2547
 MB2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2547
 MB2547.The geoid height was determined by GEOID03.
 MB2547
 MB2547;                    North         East     Units Scale Factor Converg.
 MB2547;SPC OH N     -   174,126.532   705,033.241   MT  0.99994304   +0 49 23.0
 MB2547;UTM  17      - 4,564,088.940   479,284.092   MT  0.99960528   -0 09 46.4
 MB2547
 MB2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2547!SPC OH N     -   0.99994189  x   0.99994304  =   0.99988493
 MB2547!UTM  17      -   0.99994189  x   0.99960528  =   0.99954719
 MB2547
 MB2547:                Primary Azimuth Mark                     Grid Az
 MB2547:SPC OH N     -  MANTUA WU MICROWAVE                      028 33 22.8
 MB2547:UTM  17      -  MANTUA WU MICROWAVE                      029 32 32.2
 MB2547
 MB2547|---------------------------------------------------------------------|
 MB2547| PID    Reference Object                     Distance      Geod. Az  |
 MB2547|                                                           dddmmss.s |
 MB2547| MB2274 MANTUA WU MICROWAVE                 APPROX. 7.7 KM 0292245.8 |
 MB2547| MB2489 SHALERSVILLE RAD RELAY STA TWR      APPROX. 3.6 KM 0534613.3 |
 MB2547| MB2245 MANTUA SP MICROWAVE                 APPROX. 8.0 KM 0610618.1 |
 MB2547| CC9804 CORBETT RM 1                         18.526 METERS 09746     |
 MB2547| MB2584 COWAN                               APPROX. 5.8 KM 2243847.1 |
 MB2547| CC9805 CORBETT RM 2                         21.248 METERS 32813     |
 MB2547|---------------------------------------------------------------------|
 MB2547
 MB2547                          SUPERSEDED SURVEY CONTROL
 MB2547
 MB2547  NAD 83(1986)-  41 13 40.54063(N)    081 14 49.82550(W) AD(       ) 1
 MB2547  NAD 27      -  41 13 40.33821(N)    081 14 50.45592(W) AD(       ) 1
 MB2547  NGVD 29 (07/19/86)  404.3    (m)         1326.     (f) VERT ANG       
 MB2547
 MB2547.Superseded values are not recommended for survey control.
 MB2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2547.See file dsdata.txt to determine how the superseded data were derived.
 MB2547
 MB2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7928464089(NAD 83)
 MB2547_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2547_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2547
 MB2547  HISTORY     - Date     Condition        Report By
 MB2547  HISTORY     - 1977     MONUMENTED       NGS
 MB2547
 MB2547                          STATION DESCRIPTION
 MB2547
 MB2547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2547'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF
 MB2547'STREETSBORO, 5 MILES NORTH OF RAVENNA, 1 MILE SOUTHWEST OF
 MB2547'SHALERSVILLE AND ON PROPERTY OWNED BY MR. CLYDE CORBETT,
 MB2547'8685 STATE ROUTE 44, RAVENNA, OHIO 44266.
 MB2547'
 MB2547'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MB2547'303 AND 44 IN SHALERSVILLE,
 MB2547'GO SOUTH ON STATE HIGHWAY 44 FOR 0.85 MILE TO A
 MB2547'GRAVEL DRIVEWAY ON THE RIGHT LEADING TO A YELLOW BRICK HOUSE.
 MB2547'TURN RIGHT AND GO WEST ON THE DRIVEWAY, PASSING TO THE SOUTH OF
 MB2547'THE HOUSE, THEN BEAR RIGHT AND FOLLOW A TRACK ROAD NORTH AND
 MB2547'WEST FOR 0.65 MILE TO THE NORTH END OF A LAKE.  BEAR RIGHT AND
 MB2547'GO NORTH FOR 0.1 MILE TO THE WOODS LINE. BEAR LEFT AND GO WEST
 MB2547'THROUGH WOODS ON TRACK ROAD FOR 0.25 MILE TO A MOTORCYCLE
 MB2547'TRAIL AND A CLEARED ROAD ON THE LEFT.  TURN LEFT AND FOLLOW
 MB2547'MOTORCYCLE TRAIL AND CLEARED ROAD SOUTHWEST FOR 0.15
 MB2547'MILE TO THE HIGHEST POINT AND STATION.
 MB2547'
 MB2547'STATION MARKS ARE STANDARD DISKS STAMPED---CORBETT 1977---.
 MB2547'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2547'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2547'83 FEET SOUTH-SOUTHEAST OF A TRAIL, 12 FEET NORTH OF A 5-INCH
 MB2547'TREE AND 4 FEET EAST-NORTHEAST OF A METAL WITNESS POST.  THE
 MB2547'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 MB2547'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 MB2547'
 MB2547'REFERENCE MARK 1, STAMPED---CORBETT NO 1 1977---, IS A
 MB2547'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2547'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 20 FEET
 MB2547'SOUTHEAST OF A 10-INCH POPULAR TREE, 13.5 FEET NORTHWEST OF A
 MB2547'TRIPLE TRUNKED TREE AND 3 FEET NORTHEAST OF A METAL WITNESS
 MB2547'POST.
 MB2547'
 MB2547'REFERENCE MARK 2, STAMPED---CORBETT NO 2 1977---, IS A
 MB2547'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2547'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 13 FEET
 MB2547'SOUTH-SOUTHEAST OF THE TRAIL, 11.5 FEET WEST OF A 5-INCH OAK
 MB2547'TREE AND 1 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 MB2547'
 MB2547'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 MB2547'NO MEASUREMENT BETWEEN REFERENCE MARKS, DUE TO TREES AND
 MB2547'BRUSH ON LINE.  IRON RODS IN ALL MARKS.
 MB2547'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 26.5 METERS.
 MB2547'
 MB2547'DESCRIBED BY J.E.DUNFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2128 ***********************************************************************
 MB2128  DESIGNATION -  CORDUROY
 MB2128  PID         -  MB2128
 MB2128  STATE/COUNTY-  OH/LAKE
 MB2128  USGS QUAD   -  MENTOR (1992)
 MB2128
 MB2128                         *CURRENT SURVEY CONTROL
 MB2128  ___________________________________________________________________
 MB2128* NAD 83(1995)-  41 44 44.58598(N)    081 18 46.60710(W)     ADJUSTED  
 MB2128* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 MB2128  ___________________________________________________________________
 MB2128  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 MB2128  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 MB2128
 MB2128  HORZ ORDER  -  THIRD
 MB2128
 MB2128.The horizontal coordinates were established by classical geodetic methods
 MB2128.and adjusted by the National Geodetic Survey in April 1998..
 MB2128.No horizontal observational check was made to the station.
 MB2128
 MB2128.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2128
 MB2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2128
 MB2128.The geoid height was determined by GEOID03.
 MB2128
 MB2128;                    North         East     Units Scale Factor Converg.
 MB2128;SPC OH N     -   231,550.069   698,736.718   MT  1.00000914   +0 46 47.4
 MB2128;UTM  17      - 4,621,591.564   473,979.581   MT  0.99960833   -0 12 30.1
 MB2128
 MB2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2128!SPC OH N     -   0.99997784  x   1.00000914  =   0.99998698
 MB2128!UTM  17      -   0.99997784  x   0.99960833  =   0.99958618
 MB2128
 MB2128                          SUPERSEDED SURVEY CONTROL
 MB2128
 MB2128  NAD 83(1986)-  41 44 44.59521(N)    081 18 46.61232(W) AD(       ) 3
 MB2128  NAD 27      -  41 44 44.44132(N)    081 18 47.24058(W) AD(       ) 3
 MB2128  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 MB2128
 MB2128.Superseded values are not recommended for survey control.
 MB2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2128.See file dsdata.txt to determine how the superseded data were derived.
 MB2128
 MB2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7398021592(NAD 83)
 MB2128_MARKER: DD = SURVEY DISK
 MB2128_SETTING: 0 = UNSPECIFIED SETTING
 MB2128_STAMPING: CORDUROY LSC HYDRO 1974
 MB2128_MARK LOGO: USLS  
 MB2128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2128
 MB2128  HISTORY     - Date     Condition        Report By
 MB2128  HISTORY     - 1974     MONUMENTED       USLS
 MB2128  HISTORY     - 19940904 MARK NOT FOUND   USPSQD
 MB2128
 MB2128                          STATION DESCRIPTION
 MB2128
 MB2128'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2128'THIRD ORDER, CLASS I EODM TRAVERSE STATION - POSITIONED DIRECT BY
 MB2128'RANGE/AZIMUTH OBSERVATIONS FROM FAIRPORT LSC 1974
 MB2128'
 MB2128'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF PAINESVILLE, ABOUT
 MB2128'2 MILES WEST OF FAIRPORT HARBOR, IN THE VILLAGE OF MENTOR
 MB2128'HIGHLANDS, ATOP A CONCRETE RETAINING WALL ADJACENT TO THE LAKE
 MB2128'ERIE SHORELINE, AND ON THE GROUNDS OF THE MACKEY RESIDENCE.
 MB2128'
 MB2128'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 20
 MB2128'AND STATE HIGHWAY 283, NEAR PAINESVILLE, PROCEED NORTH ON
 MB2128'HIGHWAY 283 FOR 4.2 MILES TO CORDUROY ROAD.  TURN RIGHT, NORTH,
 MB2128'AND PROCEED 1.5 MILES TO HEADLANDS ROAD.  TURN LEFT, WEST, AND
 MB2128'PROCEED FOR 500 FEET TO THE MACKEY RESIDENCE LOCATED AT 9090
 MB2128'HEADLANDS ROAD.  ON FOOT, PROCEED NORTH DOWN THE WOODEN STAIRS
 MB2128'SITUATED DIRECTLY ACROSS THE ROAD FROM THE MACKEY RESIDENCE.
 MB2128'THE STATION IS LOCATED ON THE RETAINING WALL, NORTH OF THE SMALL
 MB2128'COTTAGE.
 MB2128'
 MB2128'STATION MARK IS A STANDARD BLANK BRONZE DISK SET FLUSH INTO THE
 MB2128'CONCRETE RETAINING WALL, STAMPED CORDUROY LSC HYDRO 1974, AND IS
 MB2128'LOCATED 30.71 FEET FROM THE NORTHERN EDGE AT THE BEND IN THE
 MB2128'RETAINING WALL TO THE WEST, AND 6.79 FEET FROM THE NORTHEAST
 MB2128'CORNER OF THE SQUARE CORNER OF THE SECOND RETAINING WALL TO THE
 MB2128'EAST.
 MB2128'
 MB2128'NO REFERENCE MARKS WERE SET.  AZIMUTH REFERENCE MAY BE OBTAINED
 MB2128'FROM KNOWN OBJECTS CLEARLY VISIBLE IN FAIRPORT HARBOR.  EXCELLENT
 MB2128'VISIBILITY IS AFFORDED TO ALL POINTS SEAWARD.  PERMISSION TO
 MB2128'SET THE STATION WAS OBTAINED FROM MR. MACKEY AT 9090 HEADLANDS
 MB2128'ROAD.
 MB2128
 MB2128                          STATION RECOVERY (1994)
 MB2128
 MB2128'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1729 ***********************************************************************
 MC1729  DESIGNATION -  CORDUROY
 MC1729  PID         -  MC1729
 MC1729  STATE/COUNTY-  OH/LUCAS
 MC1729  USGS QUAD   -  RENO BEACH (1967)
 MC1729
 MC1729                         *CURRENT SURVEY CONTROL
 MC1729  ___________________________________________________________________
 MC1729* NAD 83(1995)-  41 39 35.95628(N)    083 19 54.13332(W)     ADJUSTED  
 MC1729* NAVD 88     -       176.3    (meters)     578.     (feet)  GPS OBS   
 MC1729  ___________________________________________________________________
 MC1729  X           -     554,163.939 (meters)                     COMP
 MC1729  Y           -  -4,740,006.309 (meters)                     COMP
 MC1729  Z           -   4,217,557.675 (meters)                     COMP
 MC1729  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 MC1729  ELLIP HEIGHT-         140.85  (meters)          (10/07/05) GPS OBS
 MC1729  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1729
 MC1729  HORZ ORDER  -  FIRST
 MC1729  ELLP ORDER  -  FOURTH    CLASS I
 MC1729
 MC1729.The horizontal coordinates were established by GPS observations
 MC1729.and adjusted by the National Geodetic Survey in April 1998..
 MC1729
 MC1729.The orthometric height was determined by GPS observations and a
 MC1729.high-resolution geoid model.
 MC1729
 MC1729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1729
 MC1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1729
 MC1729.The ellipsoidal height was determined by GPS observations
 MC1729.and is referenced to NAD 83.
 MC1729
 MC1729.The geoid height was determined by GEOID03.
 MC1729
 MC1729;                    North         East     Units Scale Factor Converg.
 MC1729;SPC OH N     -   221,686.541   530,728.678   MT  0.99999253   -0 32 47.0
 MC1729;UTM  17      - 4,614,652.754   305,862.939   MT  1.00006382   -1 33 01.4
 MC1729
 MC1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1729!SPC OH N     -   0.99997791  x   0.99999253  =   0.99997044
 MC1729!UTM  17      -   0.99997791  x   1.00006382  =   1.00004173
 MC1729
 MC1729                          SUPERSEDED SURVEY CONTROL
 MC1729
 MC1729  ELLIP H (04/01/98)  140.90   (m)                       GP(       ) 4 1
 MC1729  NAD 83(1995)-  41 39 35.95628(N)    083 19 54.13331(W) AD(       ) 1
 MC1729  NAD 83(1986)-  41 39 35.97155(N)    083 19 54.15251(W) AD(       ) 1
 MC1729
 MC1729.Superseded values are not recommended for survey control.
 MC1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1729.See file dsdata.txt to determine how the superseded data were derived.
 MC1729
 MC1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0586314653(NAD 83)
 MC1729_MARKER: DD = SURVEY DISK
 MC1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1729_SP_SET: CONCRETE POST
 MC1729_STAMPING: CORDUROY 1993
 MC1729_MARK LOGO: OH-095
 MC1729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1729+STABILITY: SURFACE MOTION
 MC1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1729+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1729
 MC1729  HISTORY     - Date     Condition        Report By
 MC1729  HISTORY     - 1993     MONUMENTED       OH-095
 MC1729
 MC1729                          STATION DESCRIPTION
 MC1729
 MC1729'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1729'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 3.5 MILES NORTHWEST
 MC1729'OF THE VILLAGE OF BONO.
 MC1729'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 MC1729'JERUSALEM ROAD (STATE ROUTE 2) PROCEED WEST ALONG STATE ROUTE 2 3.25
 MC1729'MILES TO ITS INTERSECTION WITH DECANT ROAD.  TURN RIGHT AND PROCEED
 MC1729'NORTH ALONG DECANT ROAD 1.5 MILES TO ITS INTERSECTION WITH CORDUROY
 MC1729'ROAD AND THE STATION ON THE RIGHT IN THE SOUTHEAST CORNER OF THE
 MC1729'INTERSECTION.
 MC1729'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1729'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND
 MC1729'SURFACE AND IS STAMPED --CORDUROY 1993--.
 MC1729'THE STATION IS 20.6 FEET EAST FROM A TELEPHONE POLE LOCATED SOUTHEAST
 MC1729'OF THE INTERSECTION, 77.8 FEET SOUTHEAST FROM A NAIL AND SHINER IN A
 MC1729'POWER POLE LOCATED NORTHEAST OF THE INTERSECTION, 26.0 FEET SOUTH
 MC1729'FROM THE CENTERLINE OF CORDUROY ROAD, AND APPROXIMATELY 105.0 FEET
 MC1729'WEST FROM A TELEPHONE POLE LOCATED NORTH OF HOUSE NUMBER 9010.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2143 ***********************************************************************
 KZ2143  SACS        -  This is a Secondary Airport Control Station.
 KZ2143  DESIGNATION -  CORN
 KZ2143  PID         -  KZ2143
 KZ2143  STATE/COUNTY-  OH/LICKING
 KZ2143  USGS QUAD   -  NEWARK (1982)
 KZ2143
 KZ2143                         *CURRENT SURVEY CONTROL
 KZ2143  ___________________________________________________________________
 KZ2143* NAD 83(1995)-  40 01 31.66932(N)    082 27 14.65270(W)     ADJUSTED  
 KZ2143* NAVD 88     -       266.16   (meters)     873.2    (feet)  GPS OBS   
 KZ2143  ___________________________________________________________________
 KZ2143  X           -     642,299.470 (meters)                     COMP
 KZ2143  Y           -  -4,848,710.366 (meters)                     COMP
 KZ2143  Z           -   4,080,300.314 (meters)                     COMP
 KZ2143  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 KZ2143  ELLIP HEIGHT-         232.09  (meters)          (10/07/05) GPS OBS
 KZ2143  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KZ2143
 KZ2143  HORZ ORDER  -  FIRST
 KZ2143  ELLP ORDER  -  FIFTH     CLASS I
 KZ2143
 KZ2143.This mark is at Newark-Heath Airport (2I8)
 KZ2143
 KZ2143.The horizontal coordinates were established by GPS observations
 KZ2143.and adjusted by the National Geodetic Survey in May 1997..
 KZ2143
 KZ2143.The orthometric height was determined by GPS observations and a
 KZ2143.high-resolution geoid model.
 KZ2143
 KZ2143.GPS derived orthometric heights for airport stations designated as
 KZ2143.PACS or SACS are published to 2 decimal places.  This maintains
 KZ2143.centimeter relative accuracy between the PACS and SACS.  It does
 KZ2143.not indicate centimeter accuracy relative to other marks which are
 KZ2143.part of the NAVD 88 network.
 KZ2143
 KZ2143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2143
 KZ2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2143
 KZ2143.The ellipsoidal height was determined by GPS observations
 KZ2143.and is referenced to NAD 83.
 KZ2143
 KZ2143.The geoid height was determined by GEOID03.
 KZ2143
 KZ2143;                    North         East     Units Scale Factor Converg.
 KZ2143;SPC OH S     -   224,861.257   603,920.660   MT  0.99999845   +0 01 44.9
 KZ2143;UTM  17      - 4,431,596.112   375,924.791   MT  0.99978952   -0 56 07.0
 KZ2143
 KZ2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2143!SPC OH S     -   0.99996359  x   0.99999845  =   0.99996204
 KZ2143!UTM  17      -   0.99996359  x   0.99978952  =   0.99975312
 KZ2143
 KZ2143                          SUPERSEDED SURVEY CONTROL
 KZ2143
 KZ2143  ELLIP H (05/30/97)  232.11   (m)                       GP(       ) 5 1
 KZ2143  NAD 83(1986)-  40 01 31.67566(N)    082 27 14.66089(W) AD(       ) 3
 KZ2143  NAD 27      -  40 01 31.45170(N)    082 27 15.09038(W) AD(       ) 3
 KZ2143  NGVD 29 (02/23/89)  266.4    (m)          874.     (f) GPS OBS        
 KZ2143
 KZ2143.Superseded values are not recommended for survey control.
 KZ2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2143.See file dsdata.txt to determine how the superseded data were derived.
 KZ2143
 KZ2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7592531596(NAD 83)
 KZ2143_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2143_SP_SET: CONCRETE POST
 KZ2143_STAMPING: CORN 1986
 KZ2143_MARK LOGO: NGS   
 KZ2143_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2143+STABILITY: SURFACE MOTION
 KZ2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2143+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1995
 KZ2143
 KZ2143  HISTORY     - Date     Condition        Report By
 KZ2143  HISTORY     - 1986     MONUMENTED       NGS
 KZ2143  HISTORY     - 19860615 GOOD             NGS
 KZ2143  HISTORY     - 19870908 GOOD
 KZ2143  HISTORY     - 19951010 GOOD             NGS
 KZ2143
 KZ2143                          STATION DESCRIPTION
 KZ2143
 KZ2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2143'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF NEWARK ON THE
 KZ2143'NEWARK-HEATH AIRPORT.  IT IS AT THE EAST END OF THE RUNWAY ON THE
 KZ2143'NORTH SIDE NEAR THE WIND SOCK ON TOP OF SMALL HILL.
 KZ2143'STATION MARKS ARE STANDARD DISK STAMPED --CORN 1986--.  THE SURFACE
 KZ2143'MARK IS SET IN A 25 CM (11 INCH) DIAMETER CONCRETE POST FLUSH WITH
 KZ2143'THE GROUND.  IT 60.7 METERS (199 FEET)  NORTHWEST OF THE NORTHEAST
 KZ2143'CORNER OF THE RUNWAY, 42.7 METERS (140 FEET) NORTH-NORTHEAST OF THE
 KZ2143'WINDSOCK, 6.86 METERS (22.5 FEET) SOUTH OF A FENCE AND 6.74 METERS
 KZ2143'(22.1 FEET SOUTH OF A FIBERGLASS WITNESS PST.  IT IS ABOUT 1.8 METERS
 KZ2143'(6 FEET) ABOVE THE RUNWAY.  THE UNDERGROUND MARK IS 76 CM (30 INCHES)
 KZ2143'BELOW GROUND LEVEL.
 KZ2143'TYPED BY JAMES MALONEY 9/04/87.
 KZ2143
 KZ2143                          STATION RECOVERY (1986)
 KZ2143
 KZ2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KZ2143'THE STATION IS LOCATED ON THE EAST SIDE OF AIRPORT NEAR RUNWAY END 27
 KZ2143'ON GROUND 4 FT (1.2 M) HIGHER THAN END 27, 227.5 FT (69.3 M) NORTHWEST
 KZ2143'OF CL END RWY 27, 140.3 FT (42.8 M) NORTH OF NORTH EDGE OF RUNWAY 27,
 KZ2143'58.4 FT (17.8 M) SOUTHWEST OF SOUTH END OF FENCE, 47.7 FT (14.5 M)
 KZ2143'NORTH-NORTHEAST OF WINDSOCK AND 22.1 FT (6.7 M) SOUTH OF FIBERGLASS
 KZ2143'WITNESS POST.  THE STATION IS MARKED WITH NGS DISK STAMPED CORN 1986
 KZ2143'SET IN THE TOP OF ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 KZ2143'THERE IS A SUB SERFACE MARK 30 INCHES BELOW THE GROUND.
 KZ2143
 KZ2143                          STATION RECOVERY (1987)
 KZ2143
 KZ2143'RECOVERED 1987
 KZ2143'RECOVERED IN GOOD CONDITION.
 KZ2143
 KZ2143                          STATION RECOVERY (1995)
 KZ2143
 KZ2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ2143'THE STATION IS LOCATED ABOUT 40 KM (24.85 MI) EAST OF COLUMBUS, 8 KM
 KZ2143'(4.95 MI) NORTH OF INTERSTATE HIGHWAY 70, 6 KM (3.70 MI) SOUTHWEST OF
 KZ2143'NEWARK, IN HEATH, AT THE NEWARK-HEATH AIRPORT, ON A LOW HILL JUST
 KZ2143'NORTH OF RUNWAY END 27, AND ADJACENT TO THE WINDSOCK.  AIRPORT MANAGER
 KZ2143'IS STEVE GREEN, 530 HEATH ROAD, HEATH, OH.  43056.  PHONE
 KZ2143'614-522-6968.  HOURS ARE SUNUP TO SUNDOWN.  TO REACH FROM THE JUNCTION
 KZ2143'OF STATE HIGHWAYS 16 AND 79 IN NEWARK, GO SOUTH-SOUTHWEST ON HIGHWAY
 KZ2143'79 FOR 4.99 KM (3.10 MI) TO THE JUNCTION OF HEATH ROAD ON THE RIGHT AT
 KZ2143'A BRICK SCHOOL BUILDING ON THE RIGHT.  TURN RIGHT, WESTERLY, ON HEATH
 KZ2143'ROAD FOR 1.37 KM (0.85 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 KZ2143'RIGHT, NORTH, ON THE ROAD FOR 0.24 KM (0.15 MI) TO A GATE ON THE RIGHT
 KZ2143'AT THE APRON.  TURN RIGHT, EAST, PASSING THROUGH THE GATE, THEN LEFT,
 KZ2143'NORTH, ON THE APRON FOR ABOUT 40 M (131.2 FT) TO THE PARALLEL TAXI.
 KZ2143'TURN RIGHT, EAST, ALONG THE TAXI FOR 0.88 KM (0.55 MI) TO THE END OF
 KZ2143'THE TAXI AND THE STATION ON THE LEFT.  THE STATION IS SET IN THE TOP
 KZ2143'OF A 25 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 68.3
 KZ2143'M (224.1 FT) EAST OF THE CENTER OF A POWER BOX AT THE NORTH END OF A
 KZ2143'ROW OF VASI LIGHTS, 60.7 M (199.1 FT) NORTHWEST OF THE NORTHEAST
 KZ2143'CORNER OF THE RUNWAY, 42.6 M (139.8 FT) NORTH OF THE NORTH EDGE OF THE
 KZ2143'RUNWAY, 14.7 M (48.2 FT) NORTH-NORTHEAST OF THE WINDSOCK, 6.7 M (22.0
 KZ2143'FT) SOUTH OF A FIBERGLASS WITNESS POST, AND 0.3 M (1.0 FT) SOUTH OF A
 KZ2143'FIBERGLASS WITNESS POST.  NOTE--THIS STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2146 ***********************************************************************
 KZ2146  CBN         -  This is a Cooperative Base Network Control Station.
 KZ2146  PACS        -  This is a Primary Airport Control Station.
 KZ2146  DESIGNATION -  CORN AZ MK
 KZ2146  PID         -  KZ2146
 KZ2146  STATE/COUNTY-  OH/LICKING
 KZ2146  USGS QUAD   -  NEWARK (1982)
 KZ2146
 KZ2146                         *CURRENT SURVEY CONTROL
 KZ2146  ___________________________________________________________________
 KZ2146* NAD 83(1995)-  40 01 26.03557(N)    082 27 52.05784(W)     ADJUSTED  
 KZ2146* NAVD 88     -       267.02   (meters)     876.0    (feet)  GPS OBS   
 KZ2146  ___________________________________________________________________
 KZ2146  X           -     641,434.905 (meters)                     COMP
 KZ2146  Y           -  -4,848,938.160 (meters)                     COMP
 KZ2146  Z           -   4,080,167.762 (meters)                     COMP
 KZ2146  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 KZ2146  ELLIP HEIGHT-         232.89  (meters)          (03/08/05) GPS OBS
 KZ2146  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KZ2146
 KZ2146  HORZ ORDER  -  B
 KZ2146  ELLP ORDER  -  FOURTH    CLASS II
 KZ2146
 KZ2146.This mark is at Newark-Heath Airport (2I8)
 KZ2146
 KZ2146.The horizontal coordinates were established by GPS observations
 KZ2146.and adjusted by the National Geodetic Survey in August 1996..
 KZ2146
 KZ2146.The orthometric height was determined by GPS observations and a
 KZ2146.high-resolution geoid model.
 KZ2146
 KZ2146.GPS derived orthometric heights for airport stations designated as
 KZ2146.PACS or SACS are published to 2 decimal places.  This maintains
 KZ2146.centimeter relative accuracy between the PACS and SACS.  It does
 KZ2146.not indicate centimeter accuracy relative to other marks which are
 KZ2146.part of the NAVD 88 network.
 KZ2146
 KZ2146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2146
 KZ2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2146
 KZ2146.The ellipsoidal height was determined by GPS observations
 KZ2146.and is referenced to NAD 83.
 KZ2146
 KZ2146.The geoid height was determined by GEOID03.
 KZ2146
 KZ2146;                    North         East     Units Scale Factor Converg.
 KZ2146;SPC OH S     -   224,687.095   603,033.790   MT  0.99999815   +0 01 21.2
 KZ2146;UTM  17      - 4,431,436.936   375,035.300   MT  0.99979224   -0 56 30.9
 KZ2146
 KZ2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2146!SPC OH S     -   0.99996347  x   0.99999815  =   0.99996162
 KZ2146!UTM  17      -   0.99996347  x   0.99979224  =   0.99975571
 KZ2146
 KZ2146:                Primary Azimuth Mark                     Grid Az
 KZ2146:SPC OH S     -  2I8 A                                    271 49 46.8
 KZ2146:UTM  17      -  2I8 A                                    272 47 38.9
 KZ2146
 KZ2146|---------------------------------------------------------------------|
 KZ2146| PID    Reference Object                     Distance      Geod. Az  |
 KZ2146|                                                           dddmmss.s |
 KZ2146| AC8774 2I8 A                               431.521 METERS 2715108.0 |
 KZ2146|---------------------------------------------------------------------|
 KZ2146
 KZ2146                          SUPERSEDED SURVEY CONTROL
 KZ2146
 KZ2146  ELLIP H (08/20/96)  232.91   (m)                       GP(       ) 4 2
 KZ2146  NAD 83(1986)-  40 01 26.04169(N)    082 27 52.06531(W) AD(       ) 3
 KZ2146  NAD 27      -  40 01 25.81787(N)    082 27 52.49344(W) AD(       ) 3
 KZ2146  NGVD 29 (02/23/89)  267.1    (m)          876.     (f) GPS OBS        
 KZ2146
 KZ2146.Superseded values are not recommended for survey control.
 KZ2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2146.See file dsdata.txt to determine how the superseded data were derived.
 KZ2146
 KZ2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7503531437(NAD 83)
 KZ2146_MARKER: DZ = AZIMUTH MARK DISK
 KZ2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2146_SP_SET: CONCRETE POST
 KZ2146_STAMPING: CORN 1986
 KZ2146_MARK LOGO: CGS   
 KZ2146_PROJECTION: FLUSH
 KZ2146_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2146+STABILITY: SURFACE MOTION
 KZ2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2146+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998
 KZ2146
 KZ2146  HISTORY     - Date     Condition        Report By
 KZ2146  HISTORY     - 1986     MONUMENTED       NGS
 KZ2146  HISTORY     - 19860615 GOOD             NGS
 KZ2146  HISTORY     - 19870908 GOOD
 KZ2146  HISTORY     - 19951010 GOOD             NGS
 KZ2146  HISTORY     - 19980317 GOOD             GEOMET
 KZ2146
 KZ2146                          STATION DESCRIPTION
 KZ2146
 KZ2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2146'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF NEWARK ON THE
 KZ2146'NEWARK-HEATH AIRPORT.  IT IS AT THE EAST END OF THE RUNWAY ON THE
 KZ2146'NORTH SIDE NEAR THE WIND SOCK ON TOP OF SMALL HILL.
 KZ2146'THE AZIMUTH MARK IS ABOUT 1.0 KM (0.6 MILE) WEST SOUTHWEST OF THE
 KZ2146'STATION BETWEEN THE ADMINISTRATION BUILDING AND THE TAXIWAY.  IT IS A
 KZ2146'STANDARD DISK STAMPED --CORN 1986-- SET IN A 28 CM (11 INCH) DIAMETER
 KZ2146'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 30.9 METERS (101.5 FEET)
 KZ2146'NORTH OF A FLAGPOLE 20.1 METERS (66.0 FEET) NORTHEAST OF THE NORTH-
 KZ2146'EAST OF THE NORTHWEST CORNER OF THE BUILDING, 14.5 METERS (47.5 FEET)
 KZ2146'NORTH OF THE NORTHEAST CORNER OF THE BUILDING, AND 15.8 METERS (52.0
 KZ2146'FEET) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY.  AN UNDERGROUND MARK IS
 KZ2146'SET IN AN IRREGULAR MASS OF CONCRETE 76 CM (30 INCHES) BELOW LEVEL.
 KZ2146'TYPED BY JAMES MALONEY 9/04/87.
 KZ2146
 KZ2146                          STATION RECOVERY (1986)
 KZ2146
 KZ2146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KZ2146'THE STATION IS LOCATED ABOUT MIDFIELD SOUTH OF RUNWAY 9-27, 101.5 FT
 KZ2146'(30.9 M) NORTH OF FLAGPOLE, 52.0 FT (15.8 M) SOUTH OF SOUTH EDGE OF
 KZ2146'TAXIWAY, 66.O FT NORTHEAST OF NORTHWEST CORNER OF TERMINAL BUILDING
 KZ2146'AND 47.5 FT (14.5 M) NORTH OF NORTHEAST CORNER OF TERMINAL BUILDING.
 KZ2146'THE STATION IS A NGS AZ MK STAMPED CORN 1986 SET IN THE TOP OF A ROUND
 KZ2146'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THERE IS A SUBSURFACE MARK
 KZ2146'30 INCHES BELOW THE GROUND.
 KZ2146
 KZ2146                          STATION RECOVERY (1987)
 KZ2146
 KZ2146'RECOVERED 1987
 KZ2146'RECOVERED IN GOOD CONDITION.
 KZ2146
 KZ2146                          STATION RECOVERY (1995)
 KZ2146
 KZ2146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ2146'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 40 KM
 KZ2146'(24.85 MI) EAST OF COLUMBUS, 8 KM (4.95 MI) NORTH OF INTERSTATE
 KZ2146'HIGHWAY 70, 6 KM (3.70 MI) SOUTHWEST OF NEWARK, IN HEATH, AT THE
 KZ2146'NEWARK-HEATH AIRPORT, IN A SMALL GRASS AREA BETWEEN THE AIRPORT OFFICE
 KZ2146'AND THE PARALLEL TAXI.  AIRPORT MANAGER IS STEVE GREEN, 530 HEATH
 KZ2146'ROAD, HEATH, OHIO, 43056.  PHONE 614-522-6968.  HOURS ARE SUNUP TO
 KZ2146'SUNDOWN.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 79 IN
 KZ2146'NEWARK, GO SOUTH-SOUTHWEST ON HIGHWAY 79 FOR 4.99 KM (3.10 MI) TO THE
 KZ2146'JUNCTION OF HEATH ROAD ON THE RIGHT AT A BRICK SCHOOL BUILDING ON THE
 KZ2146'RIGHT.  TURN RIGHT, WESTERLY, ON HEATH ROAD FOR 1.37 KM (0.85 MI) TO
 KZ2146'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTH, ON THE ROAD FOR
 KZ2146'0.24 KM (0.15 MI) TO A GATE ON THE RIGHT AT THE APRON.  TURN RIGHT,
 KZ2146'EAST, PASSING THROUGH THE GATE, THEN LEFT, NORTH, ON THE APRON FOR
 KZ2146'ABOUT 30 M (98.4 FT) TO THE STATION ON THE LEFT JUST BEFORE THE
 KZ2146'PARALLEL TAXI.  THE STATION IS SET IN THE TOP OF A 28 CM ROUND
 KZ2146'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 30.9 M (101.4 FT)
 KZ2146'NORTH OF THE FLAGPOLE, 20.1 M (65.9 FT) NORTHEAST OF THE NORTHWEST
 KZ2146'CORNER OF THE BUILDING, 14.6 M (47.9 FT) NORTH OF THE NORTHEAST CORNER
 KZ2146'OF THE BUILDING, 16.0 M (52.5 FT) SOUTH OF THE SOUTH EDGE OF THE TAXI,
 KZ2146'AND 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 KZ2146
 KZ2146                          STATION RECOVERY (1998)
 KZ2146
 KZ2146'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 KZ2146'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0022 ***********************************************************************
 JY0022  DESIGNATION -  CORNING
 JY0022  PID         -  JY0022
 JY0022  STATE/COUNTY-  OH/PERRY
 JY0022  USGS QUAD   -  CORNING (1995)
 JY0022
 JY0022                         *CURRENT SURVEY CONTROL
 JY0022  ___________________________________________________________________
 JY0022* NAD 83(1986)-  39 36 09.     (N)    082 05 25.     (W)     SCALED    
 JY0022* NAVD 88     -       225.603  (meters)     740.17   (feet)  ADJUSTED  
 JY0022  ___________________________________________________________________
 JY0022  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JY0022  DYNAMIC HT  -         225.472 (meters)     739.74  (feet)  COMP
 JY0022  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 JY0022
 JY0022  VERT ORDER  -  SECOND    CLASS 0
 JY0022
 JY0022.The horizontal coordinates were scaled from a topographic map and have
 JY0022.an estimated accuracy of +/- 6 seconds.
 JY0022
 JY0022.The orthometric height was determined by differential leveling
 JY0022.and adjusted by the National Geodetic Survey in June 1991..
 JY0022
 JY0022.The geoid height was determined by GEOID03.
 JY0022
 JY0022.The dynamic height is computed by dividing the NAVD 88
 JY0022.geopotential number by the normal gravity value computed on the
 JY0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0022.degrees latitude (g = 980.6199 gals.).
 JY0022
 JY0022.The modeled gravity was interpolated from observed gravity values.
 JY0022
 JY0022;                    North         East    Units  Estimated Accuracy
 JY0022;SPC OH S     -   177,980.      635,190.      MT  (+/- 180 meters Scaled)
 JY0022
 JY0022                          SUPERSEDED SURVEY CONTROL
 JY0022
 JY0022  NGVD 29 (??/??/92)  225.838  (m)          740.94   (f) ADJ UNCH    2 0
 JY0022
 JY0022.Superseded values are not recommended for survey control.
 JY0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0022.See file dsdata.txt to determine how the superseded data were derived.
 JY0022
 JY0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD063842(NAD 83)
 JY0022_MARKER: DB = BENCH MARK DISK
 JY0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0022_SP_SET: COLUMN
 JY0022_STAMPING: CORNING 1934
 JY0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY0022+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 JY0022
 JY0022  HISTORY     - Date     Condition        Report By
 JY0022  HISTORY     - 1934     MONUMENTED       CGS
 JY0022  HISTORY     - 1967     GOOD             NGS
 JY0022  HISTORY     - 20000725 GOOD             URS
 JY0022
 JY0022                          STATION DESCRIPTION
 JY0022
 JY0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0022'AT CORNING.
 JY0022'AT CORNING, ALONG STATE HIGHWAY 155, AT THE CRONING MUNICIPAL
 JY0022'BUILDING, ABOUT 140 YARDS WEST OF THE CROSSING OF THE NEW YORK
 JY0022'CENTRAL RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE
 JY0022'CENTER ONE OF THREE BRICK COLUMN AT ENTRANCE TO BUILDING, 17 1/2
 JY0022'FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY AND 4.7 FEET ABOVE
 JY0022'THE LEVEL OF THE SIDEWALK.
 JY0022
 JY0022                          STATION RECOVERY (2000)
 JY0022
 JY0022'RECOVERY NOTE BY URS COMPANY 2000 (RMS)
 JY0022'FOUND AS DESCRIBED IN CENTER BRICK COLUMN OF OLD MUNICIPAL BUILDING
 JY0022'(BUILDING MARKED AS SUCH) ACROSS S. R. 155 FROM ALTHEIRS OIL CO.
 JY0022'OFFICE BUILDING, ABOUT 4.5 FEET ABOVE CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6241 ***********************************************************************
 DH6241  DESIGNATION -  CORNING ECC
 DH6241  PID         -  DH6241
 DH6241  STATE/COUNTY-  OH/PERRY
 DH6241  USGS QUAD   -  CORNING (1995)
 DH6241
 DH6241                         *CURRENT SURVEY CONTROL
 DH6241  ___________________________________________________________________
 DH6241* NAD 83(1995)-  39 36 10.02518(N)    082 05 24.65967(W)     ADJUSTED  
 DH6241* NAVD 88     -       226.1    (meters)     742.     (feet)  GPS OBS   
 DH6241  ___________________________________________________________________
 DH6241  X           -     677,211.733 (meters)                     COMP
 DH6241  Y           -  -4,874,267.450 (meters)                     COMP
 DH6241  Z           -   4,044,225.029 (meters)                     COMP
 DH6241  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DH6241  ELLIP HEIGHT-         192.03  (meters)          (11/14/05) GPS OBS
 DH6241  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 DH6241
 DH6241  HORZ ORDER  -  FIRST
 DH6241  ELLP ORDER  -  FOURTH    CLASS II
 DH6241
 DH6241.The horizontal coordinates were established by GPS observations
 DH6241.and adjusted by the CANTER SURVEYING GPS in November 2005..
 DH6241
 DH6241.The orthometric height was determined by GPS observations and a
 DH6241.high-resolution geoid model.
 DH6241
 DH6241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6241
 DH6241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6241
 DH6241.The ellipsoidal height was determined by GPS observations
 DH6241.and is referenced to NAD 83.
 DH6241
 DH6241.The geoid height was determined by GEOID03.
 DH6241
 DH6241;                    North         East     Units Scale Factor Converg.
 DH6241;SPC OH S     -   178,011.220   635,195.643   MT  0.99994315   +0 15 36.1
 DH6241;UTM  17      - 4,384,239.384   406,404.259   MT  0.99970785   -0 41 42.0
 DH6241
 DH6241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6241!SPC OH S     -   0.99996987  x   0.99994315  =   0.99991303
 DH6241!UTM  17      -   0.99996987  x   0.99970785  =   0.99967773
 DH6241
 DH6241                          SUPERSEDED SURVEY CONTROL
 DH6241
 DH6241.No superseded survey control is available for this station.
 DH6241
 DH6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0640484239(NAD 83)
 DH6241_MARKER: DB = BENCH MARK DISK
 DH6241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH6241_SP_SET: SET VERTICALY IN A BUILDING WALL
 DH6241_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH6241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6241+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DH6241
 DH6241  HISTORY     - Date     Condition        Report By
 DH6241  HISTORY     - 2002     MONUMENTED       LOCSUR
 DH6241
 DH6241                          STATION DESCRIPTION
 DH6241
 DH6241'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (WDN)
 DH6241'CORNING FOUND AS DESCRIBED. OCCUPIED ECCENTRICALLY BECAUSE OF VERTICAL
 DH6241'SETTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1766 ***********************************************************************
 JY1766  DESIGNATION -  CORNSTALK
 JY1766  PID         -  JY1766
 JY1766  STATE/COUNTY-  OH/GREENE
 JY1766  USGS QUAD   -  NEW BURLINGTON (1981)
 JY1766
 JY1766                         *CURRENT SURVEY CONTROL
 JY1766  ___________________________________________________________________
 JY1766* NAD 83(1995)-  39 36 25.66807(N)    083 59 27.81086(W)     ADJUSTED  
 JY1766* NAVD 88     -       276.4    (meters)     907.     (feet)  GPS OBS   
 JY1766  ___________________________________________________________________
 JY1766  X           -     515,129.372 (meters)                     COMP
 JY1766  Y           -  -4,893,781.976 (meters)                     COMP
 JY1766  Z           -   4,044,629.394 (meters)                     COMP
 JY1766  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 JY1766  ELLIP HEIGHT-         243.25  (meters)          (10/07/05) GPS OBS
 JY1766  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JY1766
 JY1766  HORZ ORDER  -  FIRST
 JY1766  ELLP ORDER  -  FOURTH    CLASS I
 JY1766
 JY1766.The horizontal coordinates were established by GPS observations
 JY1766.and adjusted by the National Geodetic Survey in April 1998..
 JY1766
 JY1766.The orthometric height was determined by GPS observations and a
 JY1766.high-resolution geoid model.
 JY1766
 JY1766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1766
 JY1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1766
 JY1766.The ellipsoidal height was determined by GPS observations
 JY1766.and is referenced to NAD 83.
 JY1766
 JY1766.The geoid height was determined by GEOID03.
 JY1766
 JY1766;                    North         East     Units Scale Factor Converg.
 JY1766;SPC OH S     -   179,470.937   471,959.126   MT  0.99994344   -0 56 46.0
 JY1766;UTM  17      - 4,388,429.310   243,204.917   MT  1.00041196   -1 54 28.4
 JY1766;UTM  16      - 4,388,480.615   758,330.668   MT  1.00042170   +1 55 09.6
 JY1766
 JY1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1766!SPC OH S     -   0.99996184  x   0.99994344  =   0.99990528
 JY1766!UTM  17      -   0.99996184  x   1.00041196  =   1.00037378
 JY1766!UTM  16      -   0.99996184  x   1.00042170  =   1.00038352
 JY1766
 JY1766:                Primary Azimuth Mark                     Grid Az
 JY1766:SPC OH S     -  CORNSTALK AZ MK                          292 44 31.0
 JY1766:UTM  17      -  CORNSTALK AZ MK                          293 42 13.4
 JY1766:UTM  16      -  CORNSTALK AZ MK                          289 52 35.4
 JY1766
 JY1766|---------------------------------------------------------------------|
 JY1766| PID    Reference Object                     Distance      Geod. Az  |
 JY1766|                                                           dddmmss.s |
 JY1766| JY1767 CORNSTALK AZ MK                     433.823 METERS 2914745.0 |
 JY1766|---------------------------------------------------------------------|
 JY1766
 JY1766                          SUPERSEDED SURVEY CONTROL
 JY1766
 JY1766  ELLIP H (04/01/98)  243.34   (m)                       GP(       ) 4 1
 JY1766  NAD 83(1986)-  39 36 25.67467(N)    083 59 27.82052(W) AD(       ) 1
 JY1766
 JY1766.Superseded values are not recommended for survey control.
 JY1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1766.See file dsdata.txt to determine how the superseded data were derived.
 JY1766
 JY1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4320588429(NAD 83)
 JY1766_MARKER: DD = SURVEY DISK
 JY1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1766_SP_SET: CONCRETE POST
 JY1766_STAMPING: CORNSTALK
 JY1766_MARK LOGO: OH-057
 JY1766_PROJECTION: FLUSH
 JY1766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1766+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JY1766
 JY1766  HISTORY     - Date     Condition        Report By
 JY1766  HISTORY     - 1992     MONUMENTED       GRWAS
 JY1766  HISTORY     - 19990101 GOOD             WOOLPT
 JY1766
 JY1766                          STATION DESCRIPTION
 JY1766
 JY1766'DESCRIBED BY GRW AERIAL SURVEY 1992
 JY1766'FROM THE JUNCTION OF U.S. ROUTE 42 AND COUNTY ROAD C-75 (SPRING
 JY1766'VALLEY-PAINTERSVILLE ROAD) IN SPRING VALLEY. GO EAST ON SPRING
 JY1766'VALLEY- PAINTERSVILLE ROAD APPROX.0.6 MITO ITS JUNCTION WITH
 JY1766'TOWNSHIP ROAD T-37 (CORNSTALK ROAD) TO THE RIGHT (SOUTH) AND THE
 JY1766'STATION ON THE LEFT.
 JY1766'STATION IS LOCATED ON COUNTY ROAD C-75 (SPRING VALLEY-PAINTERSVILLE
 JY1766'ROAD) 28 FEET NORTH-NORTHWEST OF ITS JUNCTION WITH TOWNSHIP ROAD T-37
 JY1766'(CORNSTALK ROAD), 5.5 FT (1.68 M) NORTH OF THE NORTH FACE OF A 4 FT
 JY1766'(1.22 M) TALL 18 IN DIAMETER CONCRETE POST, 8.3 FT (2.53 M) NORTHEAST
 JY1766'OF AN ELECTRIC POLE (NO 430321), AND 1.5 FT (0.46 M) EAST OF A
 JY1766'NORTH-SOUTH WIRE FENCE. 27.9 FT (8.50 M) NORTH WEST OF THE
 JY1766'INTERSECTION OF SPRING VALLEY/PAINTERSVILLE ROAD WITH CORNSTALK ROAD.
 JY1766'MONUMENT IS SET FLUSH WITH THE GROUND.
 JY1766
 JY1766                          STATION RECOVERY (1999)
 JY1766
 JY1766'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999
 JY1766'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1767 ***********************************************************************
 JY1767  DESIGNATION -  CORNSTALK AZ MK
 JY1767  PID         -  JY1767
 JY1767  STATE/COUNTY-  OH/GREENE
 JY1767  USGS QUAD   -  NEW BURLINGTON (1981)
 JY1767
 JY1767                         *CURRENT SURVEY CONTROL
 JY1767  ___________________________________________________________________
 JY1767* NAD 83(1995)-  39 36 30.89063(N)    083 59 44.69636(W)     ADJUSTED  
 JY1767* NAVD 88     -       278.2    (meters)     913.     (feet)  GPS OBS   
 JY1767  ___________________________________________________________________
 JY1767  X           -     514,718.152 (meters)                     COMP
 JY1767  Y           -  -4,893,723.375 (meters)                     COMP
 JY1767  Z           -   4,044,754.631 (meters)                     COMP
 JY1767  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 JY1767  ELLIP HEIGHT-         245.04  (meters)          (10/07/05) GPS OBS
 JY1767  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JY1767
 JY1767  HORZ ORDER  -  FIRST
 JY1767  ELLP ORDER  -  FOURTH    CLASS I
 JY1767
 JY1767.The horizontal coordinates were established by GPS observations
 JY1767.and adjusted by the National Geodetic Survey in April 1998..
 JY1767
 JY1767.The orthometric height was determined by GPS observations and a
 JY1767.high-resolution geoid model.
 JY1767
 JY1767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1767
 JY1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1767
 JY1767.The ellipsoidal height was determined by GPS observations
 JY1767.and is referenced to NAD 83.
 JY1767
 JY1767.The geoid height was determined by GEOID03.
 JY1767
 JY1767;                    North         East     Units Scale Factor Converg.
 JY1767;SPC OH S     -   179,638.635   471,559.053   MT  0.99994354   -0 56 56.7
 JY1767;UTM  17      - 4,388,603.782   242,807.528   MT  1.00041448   -1 54 39.4
 JY1767;UTM  16      - 4,388,628.175   757,922.518   MT  1.00041911   +1 54 59.0
 JY1767
 JY1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1767!SPC OH S     -   0.99996156  x   0.99994354  =   0.99990510
 JY1767!UTM  17      -   0.99996156  x   1.00041448  =   1.00037602
 JY1767!UTM  16      -   0.99996156  x   1.00041911  =   1.00038065
 JY1767
 JY1767:                Primary Azimuth Mark                     Grid Az
 JY1767:SPC OH S     -  CORNSTALK                                112 44 31.0
 JY1767:UTM  17      -  CORNSTALK                                113 42 13.7
 JY1767:UTM  16      -  CORNSTALK                                109 52 35.3
 JY1767
 JY1767|---------------------------------------------------------------------|
 JY1767| PID    Reference Object                     Distance      Geod. Az  |
 JY1767|                                                           dddmmss.s |
 JY1767| JY1766 CORNSTALK                           433.823 METERS 1114734.3 |
 JY1767|---------------------------------------------------------------------|
 JY1767
 JY1767                          SUPERSEDED SURVEY CONTROL
 JY1767
 JY1767  ELLIP H (04/01/98)  245.13   (m)                       GP(       ) 4 1
 JY1767  NAD 83(1986)-  39 36 30.89722(N)    083 59 44.70604(W) AD(       ) 1
 JY1767
 JY1767.Superseded values are not recommended for survey control.
 JY1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1767.See file dsdata.txt to determine how the superseded data were derived.
 JY1767
 JY1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4280888604(NAD 83)
 JY1767_MARKER: DD = SURVEY DISK
 JY1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1767_SP_SET: CONCRETE POST
 JY1767_STAMPING: CORNSTALK AZI
 JY1767_MARK LOGO: OH-057
 JY1767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1767+STABILITY: SURFACE MOTION
 JY1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1767+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JY1767
 JY1767  HISTORY     - Date     Condition        Report By
 JY1767  HISTORY     - 1992     MONUMENTED       GRWAS
 JY1767
 JY1767                          STATION DESCRIPTION
 JY1767
 JY1767'DESCRIBED BY GRW AERIAL SURVEY 1992
 JY1767'AZIMUTH MARK IS APPROX. 0.25 MI (0.40 KM) WEST OF THE STATION. 2 FT
 JY1767'(0.61 M) WEST OF A NORTH/SOUTH WIRE FENCE, 7.5 FT (2.29 M) NORTH OF
 JY1767'THE NORTH FACE OF AN 18 IN CONCRETE POST, 26.3 FT (8.02 M) NORTH OF
 JY1767'THE CENTERLINE OF SPRING VALLEY-PAINTERSVILLE ROAD, 47 FT (14.33 M)
 JY1767'WEST NORTHWEST OF AN ELECTRIC POLE, AND 226 FT (68.88 M)
 JY1767'EAST SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD BRICK SCHOOL
 JY1767'BUILDING.
 JY1767'MONUMENT IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1768 ***********************************************************************
 JY1768  DESIGNATION -  CORRY ROAD
 JY1768  PID         -  JY1768
 JY1768  STATE/COUNTY-  OH/GREENE
 JY1768  USGS QUAD   -  BOWERSVILLE (1974)
 JY1768
 JY1768                         *CURRENT SURVEY CONTROL
 JY1768  ___________________________________________________________________
 JY1768* NAD 83(1995)-  39 33 17.10179(N)    083 44 28.51052(W)     ADJUSTED  
 JY1768* NAVD 88     -       318.5    (meters)    1045.     (feet)  GPS OBS   
 JY1768  ___________________________________________________________________
 JY1768  X           -     536,868.514 (meters)                     COMP
 JY1768  Y           -  -4,895,205.646 (meters)                     COMP
 JY1768  Z           -   4,040,174.132 (meters)                     COMP
 JY1768  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 JY1768  ELLIP HEIGHT-         285.77  (meters)          (10/07/05) GPS OBS
 JY1768  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JY1768
 JY1768  HORZ ORDER  -  FIRST
 JY1768  ELLP ORDER  -  FOURTH    CLASS I
 JY1768
 JY1768.The horizontal coordinates were established by GPS observations
 JY1768.and adjusted by the National Geodetic Survey in April 1998..
 JY1768
 JY1768.The orthometric height was determined by GPS observations and a
 JY1768.high-resolution geoid model.
 JY1768
 JY1768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1768
 JY1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1768
 JY1768.The ellipsoidal height was determined by GPS observations
 JY1768.and is referenced to NAD 83.
 JY1768
 JY1768.The geoid height was determined by GEOID03.
 JY1768
 JY1768;                    North         East     Units Scale Factor Converg.
 JY1768;SPC OH S     -   173,331.755   493,329.132   MT  0.99994032   -0 47 15.4
 JY1768;UTM  17      - 4,381,930.206   264,477.637   MT  1.00028300   -1 44 47.3
 JY1768
 JY1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1768!SPC OH S     -   0.99995517  x   0.99994032  =   0.99989549
 JY1768!UTM  17      -   0.99995517  x   1.00028300  =   1.00023816
 JY1768
 JY1768                          SUPERSEDED SURVEY CONTROL
 JY1768
 JY1768  ELLIP H (04/01/98)  285.83   (m)                       GP(       ) 4 1
 JY1768  NAD 83(1986)-  39 33 17.10788(N)    083 44 28.51854(W) AD(       ) 1
 JY1768
 JY1768.Superseded values are not recommended for survey control.
 JY1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1768.See file dsdata.txt to determine how the superseded data were derived.
 JY1768
 JY1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6447881930(NAD 83)
 JY1768_MARKER: DU = BOUNDARY MARKER
 JY1768_SETTING: 0 = UNSPECIFIED SETTING
 JY1768_SP_SET: UNSPECIFIED SHALLOW
 JY1768_MARK LOGO: OH-057
 JY1768_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1768+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1992
 JY1768
 JY1768  HISTORY     - Date     Condition        Report By
 JY1768  HISTORY     - 1800     MONUMENTED       GRWAS
 JY1768  HISTORY     - 19920808 GOOD
 JY1768  HISTORY     - 19981123 GOOD             USPSQD
 JY1768
 JY1768                          STATION DESCRIPTION
 JY1768
 JY1768'DESCRIBED BY GRW AERIAL SURVEY 1800
 JY1768'FROM BOWERSVILLE, AT THE INTERSECTION OF ROUTE 72 (MAYSVILLE STREET)
 JY1768'AND HUSSEY ROAD (XENIA STREET), GO WEST ON HUSSEY PIKE TO THE WEST
 JY1768'CORPORATE LINE BOWERSVILLE, CONTINUE ON HUSSEY ROAD 0.36 MI
 JY1768'(0.58 KM) TO CORREY ROAD, TURN LEFT (SOUTH) ON CORRY RD. AND CONTINUE
 JY1768'1.96 MI (3.15 KM) TO THE STATION ON THE RIGHT.
 JY1768'MONUMENT IS ON THE WEST SIDE OF CORRY ROAD APPROX. 1.96 MI (3.15 KM)
 JY1768'SOUTH OF ITS INTERSECTION WITH HUSSEY ROAD, 25 FT (7.62 M) WEST OF THE
 JY1768'ROAD CENTERLINE, AND 93 FT (28.35 M) SOUTH OF GRAVEL DRIVE TO A BARN
 JY1768'LOT.
 JY1768
 JY1768                          STATION RECOVERY (1992)
 JY1768
 JY1768'RECOVERED 1992
 JY1768'RECOVERED IN GOOD CONDITION.
 JY1768
 JY1768                          STATION RECOVERY (1998)
 JY1768
 JY1768'RECOVERY NOTE BY US POWER SQUADRON 1998
 JY1768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1979 ***********************************************************************
 MB1979  DESIGNATION -  CORTLAND MUNICIPAL TANK
 MB1979  PID         -  MB1979
 MB1979  STATE/COUNTY-  OH/TRUMBULL
 MB1979  USGS QUAD   -  CORTLAND (1994)
 MB1979
 MB1979                         *CURRENT SURVEY CONTROL
 MB1979  ___________________________________________________________________
 MB1979* NAD 83(1995)-  41 19 44.12647(N)    080 43 18.24715(W)     ADJUSTED  
 MB1979* NAVD 88     -                                                        
 MB1979  ___________________________________________________________________
 MB1979  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 MB1979  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB1979
 MB1979  HORZ ORDER  -  THIRD
 MB1979
 MB1979.The horizontal coordinates were established by classical geodetic methods
 MB1979.and adjusted by the National Geodetic Survey in April 1998..
 MB1979
 MB1979
 MB1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1979
 MB1979.The geoid height was determined by GEOID03.
 MB1979
 MB1979;                    North         East     Units Scale Factor Converg.
 MB1979;SPC OH N     -   186,105.857   748,850.541   MT  0.99994951   +1 10 05.6
 MB1979;UTM  17      - 4,575,309.136   523,285.769   MT  0.99960667   +0 11 01.5
 MB1979
 MB1979                          SUPERSEDED SURVEY CONTROL
 MB1979
 MB1979  NAD 83(1986)-  41 19 44.13268(N)    080 43 18.24596(W) AD(       ) 4
 MB1979  NAD 27      -  41 19 43.93500(N)    080 43 18.95500(W) AD(       ) 3
 MB1979
 MB1979.Superseded values are not recommended for survey control.
 MB1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1979.See file dsdata.txt to determine how the superseded data were derived.
 MB1979
 MB1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2328675309(NAD 83)
 MB1979_MARKER: 51 = TANK
 MB1979_SETTING: 0 = UNSPECIFIED SETTING
 MB1979
 MB1979  HISTORY     - Date     Condition        Report By
 MB1979  HISTORY     - 1951     FIRST OBSERVED   CGS
 MB1979  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MB1979  HISTORY     - 19930505 GOOD             OHDT
 MB1979  HISTORY     - 19960709 MARK NOT FOUND   USPSQD
 MB1979
 MB1979                          STATION DESCRIPTION
 MB1979
 MB1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB1979'STATION IS LOCATED IN THE NORTHEAST SECTION OF CORTLAND.  THE
 MB1979'STATION IS A
 MB1979'4-LEGGED STEEL STRUCTURE 100 FEET HIGH WITH A WATER TANK ATOP PAINTED
 MB1979'BLACK WITH THE LEGEND CORTLAND
 MB1979'IN LARGE BLACK LETTERS ON THE SIDE OF THE TANK.  THE
 MB1979'POINT OF INTERSECTION WAS THE BALL AT THE APEX OF
 MB1979'THE ROOF OF THE WATER TANK.
 MB1979'
 MB1979'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS NO. 46
 MB1979'AND NO. 5 IN CORTLAND GO
 MB1979'NORTHEAST ON STATE HIGHWAY NO. 5 FOR 0.3 MILE TO THE STATION ON THE
 MB1979'RIGHT.
 MB1979
 MB1979                          STATION RECOVERY (1957)
 MB1979
 MB1979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MB1979'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 MB1979'IS COMPLETELY
 MB1979'ADEQUATE FOR RECOVERY.
 MB1979
 MB1979                          STATION RECOVERY (1993)
 MB1979
 MB1979'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1979'RECOVERED IN GOOD CONDITION.
 MB1979
 MB1979                          STATION RECOVERY (1996)
 MB1979
 MB1979'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7177 ***********************************************************************
 DG7177  CBN         -  This is a Cooperative Base Network Control Station.
 DG7177  DESIGNATION -  COS 109
 DG7177  PID         -  DG7177
 DG7177  STATE/COUNTY-  OH/COSHOCTON
 DG7177  USGS QUAD   -  WARSAW (1987)
 DG7177
 DG7177                         *CURRENT SURVEY CONTROL
 DG7177  ___________________________________________________________________
 DG7177* NAD 83(1995)-  40 19 31.04440(N)    082 04 33.79932(W)     ADJUSTED  
 DG7177* NAVD 88     -       253.2    (meters)     831.     (feet)  GPS OBS   
 DG7177  ___________________________________________________________________
 DG7177  X           -     671,312.840 (meters)                     COMP
 DG7177  Y           -  -4,823,084.518 (meters)                     COMP
 DG7177  Z           -   4,105,730.867 (meters)                     COMP
 DG7177  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DG7177  ELLIP HEIGHT-         219.77  (meters)          (09/23/04) GPS OBS
 DG7177  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DG7177
 DG7177  HORZ ORDER  -  A
 DG7177  ELLP ORDER  -  FOURTH    CLASS I
 DG7177
 DG7177.The horizontal coordinates were established by GPS observations
 DG7177.and adjusted by the National Geodetic Survey in September 2004..
 DG7177
 DG7177.The orthometric height was determined by GPS observations and a
 DG7177.high-resolution geoid model.
 DG7177
 DG7177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7177
 DG7177.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7177
 DG7177.The ellipsoidal height was determined by GPS observations
 DG7177.and is referenced to NAD 83.
 DG7177
 DG7177.The geoid height was determined by GEOID03.
 DG7177
 DG7177;                    North         East     Units Scale Factor Converg.
 DG7177;SPC OH N     -    73,226.154   636,030.565   MT  1.00002245   +0 16 42.6
 DG7177;UTM  17      - 4,464,417.799   408,584.685   MT  0.99970287   -0 41 47.0
 DG7177
 DG7177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7177!SPC OH N     -   0.99996553  x   1.00002245  =   0.99998797
 DG7177!UTM  17      -   0.99996553  x   0.99970287  =   0.99966841
 DG7177
 DG7177                          SUPERSEDED SURVEY CONTROL
 DG7177
 DG7177.No superseded survey control is available for this station.
 DG7177
 DG7177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0858564418(NAD 83)
 DG7177_MARKER: DD = SURVEY DISK
 DG7177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7177_STAMPING: 109 1996
 DG7177_MARK LOGO: OH-031
 DG7177_PROJECTION: FLUSH
 DG7177_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7177+STABILITY: SURFACE MOTION
 DG7177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7177+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2003
 DG7177
 DG7177  HISTORY     - Date     Condition        Report By
 DG7177  HISTORY     - 1996     MONUMENTED       OH-031
 DG7177  HISTORY     - 20030508 GOOD             WOOLPT
 DG7177
 DG7177                          STATION DESCRIPTION
 DG7177
 DG7177'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (GTF)
 DG7177'THE STATION IS LOCATED 1.0 MI SOUTH OF NELLIE, 3.8 MI SOUTHWEST OF
 DG7177'WARSAW, 12.0 MI NORTHWEST OF COSHOCTON, AND 0.4 MI NORTH OF  MOHAWK
 DG7177'VILLAGE.
 DG7177' 
 DG7177'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 36 AND 60
 DG7177'IN WARSAW, GO WEST ALONG ROUTE 36 FOR 3.1 MI TO STATE ROUTE 79.  TURN
 DG7177'LEFT AND GO SOUTH ALONG ROUTE 79 FOR 1.25 MI TO THE STATION ON THE
 DG7177'LEFT.
 DG7177' 
 DG7177'THE STATION IS A 2-INCH ALUMINUM DISK, INSCRIBED ---COSHOCTON CO.
 DG7177'ENG.---,  SET IN CONCRETE, FLUSH WITH THE GROUND. THE STATION IS 201.1
 DG7177'FT  NORTHEAST OF THE CENTERLINE INTERSECTION OF ROUTE 79 AND DRIVE
 DG7177'LEADING TO HOUSE NUMBER 25247, 70.5 FT NORTHEAST OF THE  NORTHEAST
 DG7177'CORNER OF A METALLIC BARN ACROSS THE ROAD, 49.1 FT  SOUTHEAST OF A
 DG7177'CORNER FENCE POST ACROSS THE ROAD, 15.1 FT  SOUTHEAST OF THE
 DG7177'CENTERLINE OF ROUTE 79, AND 9.0 FT NORTHWEST OF A  CARSONITE WITNESS
 DG7177'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7178 ***********************************************************************
 DG7178  CBN         -  This is a Cooperative Base Network Control Station.
 DG7178  DESIGNATION -  COS 113
 DG7178  PID         -  DG7178
 DG7178  STATE/COUNTY-  OH/COSHOCTON
 DG7178  USGS QUAD   -  FRESNO (1994)
 DG7178
 DG7178                         *CURRENT SURVEY CONTROL
 DG7178  ___________________________________________________________________
 DG7178* NAD 83(1995)-  40 17 51.91247(N)    081 44 49.67031(W)     ADJUSTED  
 DG7178* NAVD 88     -       237.3    (meters)     779.     (feet)  GPS OBS   
 DG7178  ___________________________________________________________________
 DG7178  X           -     699,272.306 (meters)                     COMP
 DG7178  Y           -  -4,821,096.945 (meters)                     COMP
 DG7178  Z           -   4,103,388.932 (meters)                     COMP
 DG7178  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DG7178  ELLIP HEIGHT-         203.92  (meters)          (09/23/04) GPS OBS
 DG7178  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DG7178
 DG7178  HORZ ORDER  -  A
 DG7178  ELLP ORDER  -  FOURTH    CLASS I
 DG7178
 DG7178.The horizontal coordinates were established by GPS observations
 DG7178.and adjusted by the National Geodetic Survey in September 2004..
 DG7178
 DG7178.The orthometric height was determined by GPS observations and a
 DG7178.high-resolution geoid model.
 DG7178
 DG7178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7178
 DG7178.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7178
 DG7178.The ellipsoidal height was determined by GPS observations
 DG7178.and is referenced to NAD 83.
 DG7178
 DG7178.The geoid height was determined by GEOID03.
 DG7178
 DG7178;                    North         East     Units Scale Factor Converg.
 DG7178;SPC OH N     -    70,357.104   664,011.351   MT  1.00002873   +0 29 40.6
 DG7178;UTM  17      - 4,461,073.559   436,502.721   MT  0.99964963   -0 28 59.6
 DG7178
 DG7178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7178!SPC OH N     -   0.99996801  x   1.00002873  =   0.99999674
 DG7178!UTM  17      -   0.99996801  x   0.99964963  =   0.99961765
 DG7178
 DG7178                          SUPERSEDED SURVEY CONTROL
 DG7178
 DG7178.No superseded survey control is available for this station.
 DG7178
 DG7178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3650361074(NAD 83)
 DG7178_MARKER: DD = SURVEY DISK
 DG7178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7178_STAMPING: 113 1996
 DG7178_MARK LOGO: OH-031
 DG7178_PROJECTION: FLUSH
 DG7178_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7178+STABILITY: SURFACE MOTION
 DG7178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7178+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2003
 DG7178
 DG7178  HISTORY     - Date     Condition        Report By
 DG7178  HISTORY     - 1996     MONUMENTED       OH-031
 DG7178  HISTORY     - 20030508 GOOD             WOOLPT
 DG7178
 DG7178                          STATION DESCRIPTION
 DG7178
 DG7178'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (GTF)
 DG7178'THE STATION IS LOCATED 1.5 MI NORTH OF WEST LAFAYETTE, 5.5 MI
 DG7178'NORTHEAST OF COSHOCTON, AND 13.9 MI EAST-SOUTHEAST OF WARSAW.
 DG7178' 
 DG7178'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 16 AND  36
 DG7178'ON THE NORTHWEST EDGE OF COSHOCTON, GO EAST ALONG ROUTE 36  FOR 7.35
 DG7178'MI TO STATE ROUTE 93. TURN LEFT AND GO NORTH ALONG ROUTE  93 FOR 0.2
 DG7178'MI TO THE STATION ON THE RIGHT, JUST BEFORE THE RAILROAD  CROSSING.
 DG7178' 
 DG7178'THE STATION IS A 2-INCH ALUMINUM DISK, INSCRIBED ---COSHOCTON CO.
 DG7178'ENG.---,  SET IN CONCRETE, FLUSH WITH THE GROUND. THE STATION IS 21.3
 DG7178'FT  EAST-SOUTHEAST OF THE CENTERLINE OF ROUTE 93, 73.3 FT
 DG7178'NORTH-NORTHEAST OF A RAILROAD CROSSING ROAD SIGN POST, 298.5 FT  SOUTH
 DG7178'OF THE EASTERN RAILROAD SIGNAL POST, AND 1.0 FT WEST OF A  CARSONITE
 DG7178'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7179 ***********************************************************************
 DG7179  CBN         -  This is a Cooperative Base Network Control Station.
 DG7179  DESIGNATION -  COS 120
 DG7179  PID         -  DG7179
 DG7179  STATE/COUNTY-  OH/COSHOCTON
 DG7179  USGS QUAD   -  WILLS CREEK (1994)
 DG7179
 DG7179                         *CURRENT SURVEY CONTROL
 DG7179  ___________________________________________________________________
 DG7179* NAD 83(1995)-  40 11 15.33032(N)    081 50 20.64996(W)     ADJUSTED  
 DG7179* NAVD 88     -       243.9    (meters)     800.     (feet)  GPS OBS   
 DG7179  ___________________________________________________________________
 DG7179  X           -     692,657.815 (meters)                     COMP
 DG7179  Y           -  -4,830,040.268 (meters)                     COMP
 DG7179  Z           -   4,094,055.694 (meters)                     COMP
 DG7179  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DG7179  ELLIP HEIGHT-         210.34  (meters)          (09/23/04) GPS OBS
 DG7179  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 DG7179
 DG7179  HORZ ORDER  -  A
 DG7179  ELLP ORDER  -  FOURTH    CLASS I
 DG7179
 DG7179.The horizontal coordinates were established by GPS observations
 DG7179.and adjusted by the National Geodetic Survey in September 2004..
 DG7179
 DG7179.The orthometric height was determined by GPS observations and a
 DG7179.high-resolution geoid model.
 DG7179
 DG7179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7179
 DG7179.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7179
 DG7179.The ellipsoidal height was determined by GPS observations
 DG7179.and is referenced to NAD 83.
 DG7179
 DG7179.The geoid height was determined by GEOID03.
 DG7179
 DG7179;                    North         East     Units Scale Factor Converg.
 DG7179;SPC OH N     -    58,061.303   656,287.283   MT  1.00005614   +0 26 03.1
 DG7179;UTM  17      - 4,448,915.911   428,573.231   MT  0.99966280   -0 32 29.3
 DG7179
 DG7179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7179!SPC OH N     -   0.99996700  x   1.00005614  =   1.00002314
 DG7179!UTM  17      -   0.99996700  x   0.99966280  =   0.99962982
 DG7179
 DG7179                          SUPERSEDED SURVEY CONTROL
 DG7179
 DG7179.No superseded survey control is available for this station.
 DG7179
 DG7179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2857348916(NAD 83)
 DG7179_MARKER: DD = SURVEY DISK
 DG7179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7179_STAMPING: 120 1996
 DG7179_MARK LOGO: OH-031
 DG7179_PROJECTION: FLUSH
 DG7179_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7179+STABILITY: SURFACE MOTION
 DG7179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7179+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2003
 DG7179
 DG7179  HISTORY     - Date     Condition        Report By
 DG7179  HISTORY     - 1996     MONUMENTED       OH-031
 DG7179  HISTORY     - 20030508 GOOD             WOOLPT
 DG7179
 DG7179                          STATION DESCRIPTION
 DG7179
 DG7179'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (GTF)
 DG7179'THE STATION IS LOCATED 8.5 MI SOUTHWEST OF WEST LAFAYETTE, 5.0 MI
 DG7179'SOUTH OF COSHOCTON, AND 14.25 MI SOUTHEAST OF WARSAW.
 DG7179' 
 DG7179'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 16 AND 36 W
 DG7179'ON THE NORTHWEST EDGE OF COSHOCTON, GO SOUTH ALONG ROUTE 16 FOR  3.3
 DG7179'MI TO STATE ROUTE 83. TURN LEFT AND GO SOUTHEAST ALONG ROUTE 83 FOR
 DG7179'5.5 MI TO  COUNTY ROAD 429 AND THE STATION ON THE RIGHT.
 DG7179' 
 DG7179'THE STATION IS A 2-INCH ALUMINUM DISK, INSCRIBED ---COSHOCTON CO.
 DG7179'ENG.---,  SET IN CONCRETE, FLUSH WITH THE GROUND. THE STATION IS 19.0
 DG7179'FT  SOUTH-SOUTHWEST OF A METAL STOP SIGN POST, 42.9 FT  WEST-SOUTHWEST
 DG7179'OF ROUTE 83 SOUTH ROAD SIGN POST, 33.5 FT SOUTH-SOUTHEAST OF THE
 DG7179'CENTERLINE OF COUNTY ROAD 429, 56.0 FT SOUTHWEST OF THE  CENTERLINE OF
 DG7179'ROUTE 83, AND 1.0 FT NORTH-NORTHWEST OF A CARSONITE  WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6066 ***********************************************************************
 AB6066  CBN         -  This is a Cooperative Base Network Control Station.
 AB6066  DESIGNATION -  COS 79
 AB6066  PID         -  AB6066
 AB6066  STATE/COUNTY-  OH/COSHOCTON
 AB6066  USGS QUAD   -  PERRYTON (1978)
 AB6066
 AB6066                         *CURRENT SURVEY CONTROL
 AB6066  ___________________________________________________________________
 AB6066* NAD 83(1995)-  40 14 15.31508(N)    082 09 12.42055(W)     ADJUSTED  
 AB6066* NAVD 88     -       255.2    (meters)     837.     (feet)  GPS OBS   
 AB6066  ___________________________________________________________________
 AB6066  X           -     665,657.042 (meters)                     COMP
 AB6066  Y           -  -4,830,225.949 (meters)                     COMP
 AB6066  Z           -   4,098,302.527 (meters)                     COMP
 AB6066  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AB6066  ELLIP HEIGHT-         221.63  (meters)          (03/08/05) GPS OBS
 AB6066  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AB6066
 AB6066  HORZ ORDER  -  B
 AB6066  ELLP ORDER  -  FOURTH    CLASS II
 AB6066
 AB6066.The horizontal coordinates were established by GPS observations
 AB6066.and adjusted by the National Geodetic Survey in August 1996..
 AB6066
 AB6066.The orthometric height was determined by GPS observations and a
 AB6066.high-resolution geoid model.
 AB6066
 AB6066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6066
 AB6066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6066
 AB6066.The ellipsoidal height was determined by GPS observations
 AB6066.and is referenced to NAD 83.
 AB6066
 AB6066.The geoid height was determined by GEOID03.
 AB6066
 AB6066;                    North         East     Units Scale Factor Converg.
 AB6066;SPC OH N     -    63,458.358   629,491.607   MT  1.00004325   +0 13 39.6
 AB6066;UTM  17      - 4,454,765.663   401,882.813   MT  0.99971851   -0 44 42.5
 AB6066
 AB6066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6066!SPC OH N     -   0.99996523  x   1.00004325  =   1.00000848
 AB6066!UTM  17      -   0.99996523  x   0.99971851  =   0.99968375
 AB6066
 AB6066                          SUPERSEDED SURVEY CONTROL
 AB6066
 AB6066  ELLIP H (08/20/96)  221.66   (m)                       GP(       ) 4 2
 AB6066
 AB6066.Superseded values are not recommended for survey control.
 AB6066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6066.See file dsdata.txt to determine how the superseded data were derived.
 AB6066
 AB6066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0188354766(NAD 83)
 AB6066_MARKER: I = METAL ROD
 AB6066_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6066_STAMPING: COS 79 1995
 AB6066_MARK LOGO: OHDT  
 AB6066_PROJECTION: FLUSH
 AB6066_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6066+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1998
 AB6066_ROD/PIPE-DEPTH: 9.75 meters
 AB6066_SLEEVE-DEPTH  : 1.0 meters
 AB6066
 AB6066  HISTORY     - Date     Condition        Report By
 AB6066  HISTORY     - 1995     MONUMENTED       OHDT
 AB6066  HISTORY     - 19980318 GOOD             GEOMET
 AB6066
 AB6066                          STATION DESCRIPTION
 AB6066
 AB6066'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (TEA)
 AB6066'STATION DESCRIBED 1995.  THE STATION IS LOCATED IN COSHOCTON COUNTY
 AB6066'ALONG STATE ROUTE 79 ABOUT 0.8 KM (0.50 MI) NORTH OF RINE CORNERS AND
 AB6066'0.2 KM (0.10 MI) ABOVE THE PERRY AND PIKE TOWNSHIP LINES.  TO REACH
 AB6066'THE STATION FROM THE INTERSECTION OF STATE ROUTE 79 AND STATE ROUTE
 AB6066'586, GO NORTH ON STATE ROUTE 79 FOR ABOUT 2.6 KM (1.60 MI) TO THE
 AB6066'STATION ON THE RIGHT.  THE STATION IS 0.55 KM (0.35 MI) SOUTH OF THE
 AB6066'INTERSECTION OF STATE ROUTE 79 AND COUNTY ROAD 383.  THE STATION IS
 AB6066'7.5 M (24.6 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 13.7 M (44.9 FT)
 AB6066'EAST OF A METAL TELEPHONE DROP BOX, AND 20.4 M (66.9 FT) SOUTH OF A
 AB6066'PRIVATE DRIVE TO HOUSE NUMBER 19039.  THE STATION IS IN PUBLIC
 AB6066'RIGHT-OF-WAY AND IS ACCESSIBLE AT ALL TIMES.  NOTE--SLEEVE DEPTH DOES
 AB6066'NOT MEET CLASS A REQUIREMENTS.
 AB6066
 AB6066                          STATION RECOVERY (1998)
 AB6066
 AB6066'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AB6066'THE STATION IS MUCH FURTHER THAN 1.6 MILES.  (2.6 KM) THE STATION IS
 AB6066'2.7 MILES (4.3 KM) NORTH OF THE COUNTY LINE, 3.0 MILES (4.8 KM) NORTH
 AB6066'OF ROUTE 668, AND 5.7 MILES (9.2 KM) NORTH OF ROUTE 586.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1864 ***********************************************************************
 KZ1864  DESIGNATION -  COSHOCTON CABLE TV MAST
 KZ1864  PID         -  KZ1864
 KZ1864  STATE/COUNTY-  OH/LICKING
 KZ1864  USGS QUAD   -  UTICA (1974)
 KZ1864
 KZ1864                         *CURRENT SURVEY CONTROL
 KZ1864  ___________________________________________________________________
 KZ1864* NAD 83(1995)-  40 09 40.03754(N)    082 22 35.59400(W)     ADJUSTED  
 KZ1864* NAVD 88     -                                                        
 KZ1864  ___________________________________________________________________
 KZ1864  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 KZ1864  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KZ1864
 KZ1864  HORZ ORDER  -  THIRD
 KZ1864
 KZ1864.The horizontal coordinates were established by classical geodetic methods
 KZ1864.and adjusted by the National Geodetic Survey in April 1998..
 KZ1864
 KZ1864
 KZ1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1864
 KZ1864.The geoid height was determined by GEOID03.
 KZ1864
 KZ1864;                    North         East     Units Scale Factor Converg.
 KZ1864;SPC OH S     -   239,930.601   610,517.010   MT  1.00002779   +0 04 42.0
 KZ1864;UTM  17      - 4,446,548.694   382,772.489   MT  0.99976917   -0 53 16.4
 KZ1864
 KZ1864                          SUPERSEDED SURVEY CONTROL
 KZ1864
 KZ1864  NAD 83(1986)-  40 09 40.04386(N)    082 22 35.60213(W) AD(       ) 4
 KZ1864  NAD 27      -  40 09 39.80692(N)    082 22 36.04488(W) AD(       ) 3
 KZ1864
 KZ1864.Superseded values are not recommended for survey control.
 KZ1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1864.See file dsdata.txt to determine how the superseded data were derived.
 KZ1864
 KZ1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8277246549(NAD 83)
 KZ1864_MARKER: 42 = RADIO/TV MAST
 KZ1864
 KZ1864  HISTORY     - Date     Condition        Report By
 KZ1864  HISTORY     - 1969     FIRST OBSERVED   DMA
 KZ1864
 KZ1864                          STATION DESCRIPTION
 KZ1864
 KZ1864'DESCRIBED BY DEFENSE MAP AGENCY 1969 (WOK)
 KZ1864'THE MAST IS ABOUT 8 MILES NORTH OF NEWARK, OHIO AND 2-1/2 MILES
 KZ1864'EAST-SOUTHEAST OF ST. LOUISVILLE.  IT IS ON LAND OWNED BY MR.
 KZ1864'K.C. CUMMONS.
 KZ1864'
 KZ1864'IT IS APPROXIMATELY 20 FEET SOUTH OF TRIANGULATION
 KZ1864'STATION CUMMONS 1933.
 KZ1864'
 KZ1864'THE TOWER IS APPROXIMATELY 150 FEET HIGH AND RED AND WHITE IN COLOR.
 KZ1864'THERE IS 1 LARGE REFLECTOR MOUNTED AT THE TOP.  THE TOWER AND
 KZ1864'TRANSMISSION BOOSTER HOUSE ARE IN A FENCED ENCLOSURE.  A FLASHING
 KZ1864'RED-LIGHT IS AT TOP CENTER WHICH WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3537 ***********************************************************************
 KY3537  SACS        -  This is a Secondary Airport Control Station.
 KY3537  DESIGNATION -  COSHOCTON CBL 0
 KY3537  PID         -  KY3537
 KY3537  STATE/COUNTY-  OH/COSHOCTON
 KY3537  USGS QUAD   -  COSHOCTON (1994)
 KY3537
 KY3537                         *CURRENT SURVEY CONTROL
 KY3537  ___________________________________________________________________
 KY3537* NAD 83(1995)-  40 18 15.13907(N)    081 51 28.61441(W)     ADJUSTED  
 KY3537* NAVD 88     -       295.48   (meters)     969.4    (feet)  GPS OBS   
 KY3537  ___________________________________________________________________
 KY3537  X           -     689,886.993 (meters)                     COMP
 KY3537  Y           -  -4,822,025.545 (meters)                     COMP
 KY3537  Z           -   4,103,972.903 (meters)                     COMP
 KY3537  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 KY3537  ELLIP HEIGHT-         262.01  (meters)          (10/07/05) GPS OBS
 KY3537  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KY3537
 KY3537  HORZ ORDER  -  FIRST
 KY3537  ELLP ORDER  -  FOURTH    CLASS I
 KY3537
 KY3537.This mark is at Richard Downing Airport (I40)
 KY3537
 KY3537.The horizontal coordinates were established by GPS observations
 KY3537.and adjusted by the National Geodetic Survey in July 1997..
 KY3537
 KY3537.The orthometric height was determined by GPS observations and a
 KY3537.high-resolution geoid model.
 KY3537
 KY3537.GPS derived orthometric heights for airport stations designated as
 KY3537.PACS or SACS are published to 2 decimal places.  This maintains
 KY3537.centimeter relative accuracy between the PACS and SACS.  It does
 KY3537.not indicate centimeter accuracy relative to other marks which are
 KY3537.part of the NAVD 88 network.
 KY3537
 KY3537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3537
 KY3537.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3537
 KY3537.The ellipsoidal height was determined by GPS observations
 KY3537.and is referenced to NAD 83.
 KY3537
 KY3537.The geoid height was determined by GEOID03.
 KY3537
 KY3537;                    North         East     Units Scale Factor Converg.
 KY3537;SPC OH N     -    70,998.170   654,584.179   MT  1.00002724   +0 25 18.5
 KY3537;UTM  17      - 4,461,875.027   427,091.344   MT  0.99966543   -0 33 17.9
 KY3537
 KY3537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3537!SPC OH N     -   0.99995890  x   1.00002724  =   0.99998614
 KY3537!UTM  17      -   0.99995890  x   0.99966543  =   0.99962434
 KY3537
 KY3537:                Primary Azimuth Mark                     Grid Az
 KY3537:SPC OH N     -  COSHOCTON CBL 1300                       036 56 09.1
 KY3537:UTM  17      -  COSHOCTON CBL 1300                       037 54 45.5
 KY3537
 KY3537|---------------------------------------------------------------------|
 KY3537| PID    Reference Object                     Distance      Geod. Az  |
 KY3537|                                                           dddmmss.s |
 KY3537| KY3538 COSHOCTON CBL 1300                  APPROX. 1.3 KM 0372127.6 |
 KY3537|---------------------------------------------------------------------|
 KY3537
 KY3537                          SUPERSEDED SURVEY CONTROL
 KY3537
 KY3537  ELLIP H (07/02/97)  262.03   (m)                       GP(       ) 4 1
 KY3537  NAD 83(1986)-  40 18 15.14312(N)    081 51 28.61652(W) AD(       ) 3
 KY3537  NAD 27      -  40 18 14.91341(N)    081 51 29.11812(W) AD(       ) 3
 KY3537  NGVD 29 (02/23/89)  295.7    (m)          970.     (f) GPS OBS        
 KY3537
 KY3537.Superseded values are not recommended for survey control.
 KY3537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3537.See file dsdata.txt to determine how the superseded data were derived.
 KY3537
 KY3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2709161875(NAD 83)
 KY3537_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3537_SP_SET: CONCRETE POST
 KY3537_STAMPING: HOTHEM 0 POINT 1986
 KY3537_MARK LOGO: NGS   
 KY3537_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3537+STABILITY: SURFACE MOTION
 KY3537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3537+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1995
 KY3537
 KY3537  HISTORY     - Date     Condition        Report By
 KY3537  HISTORY     - 1978     MONUMENTED       OHPLS
 KY3537  HISTORY     - 1986     GOOD
 KY3537  HISTORY     - 19861010 GOOD             NGS
 KY3537  HISTORY     - 19870908 GOOD
 KY3537  HISTORY     - 19900924 GOOD             NGS
 KY3537  HISTORY     - 19900924 GOOD             NGS
 KY3537  HISTORY     - 19950824 GOOD             NGS
 KY3537
 KY3537                          STATION DESCRIPTION
 KY3537
 KY3537'DESCRIBED BY PROF LAND SURVEYORS OF OHIO 1978
 KY3537'THE STATION IS LOCATED 3 MILES NORTH OF COSHOCTON AT THE COSHOCTON
 KY3537'AIRPORT NEAR THE SOUTHWEST END OF THE RUNWAY.  THE STATION AND
 KY3537'AZIMUTH MARK ARE THE END POINTS OF AN EDM CALIBRATION BASE LINE (CBL)
 KY3537'WHICH PARALLEL THE SOUTHEAST EDGE OF THE RUNWAY.
 KY3537'THE STATION MARK IS THE 0 POINT OF THE CBL AND IS A PLAIN DISK STAMPED
 KY3537'---HOTHEM 1986 0 POINT-- AND SET IN A CONCRETE FILLED 30 CM (12 INCH)
 KY3537'CLAY TITLE PIPE THAT PROJECTS 8 CM (3 INCHES).  IT IS 57.9 METERS
 KY3537'(190 FEET) SOUTH OF THE CENTER OF THE SOUTHWEST END OF THE RUNWAY,
 KY3537'12.2 METERS (40 FEET) NORTHEAST OF THE TOP OF A SLOPE AND 5.8 METERS
 KY3537'(19 FEET) NORTHWEST OF THE TOP OF ANOTHER SLOPE.  AN UNDERGROUND MARK
 KY3537'IS SET 102 CM ( 40 INCHES) BELOW GROUND LEVEL.
 KY3537'WHEN GPS WORK IS BEING DONE IN THIS AREA CONTACT MR. GEORGE W.
 KY3537'STEWART 450 SOUTH 4TH STREET COSHOCTON OHIO 43812. PHONE (614)
 KY3537'622-2783.
 KY3537'TYPED BY JAMES MALONEY 9/06/87.
 KY3537
 KY3537                          STATION RECOVERY (1986)
 KY3537
 KY3537'RECOVERED 1986
 KY3537'RECOVERED IN GOOD CONDITION.
 KY3537
 KY3537                          STATION RECOVERY (1986)
 KY3537
 KY3537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 KY3537'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 KY3537'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.015 FT. THE BASE LINE
 KY3537'IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH OF COSHOCTON, AND 1.6 KM (1.0
 KY3537'MI) NORTHWEST OF CANAL LEWISVILLE. IT LIES ALONG THE SOUTHEAST SIDE OF
 KY3537'AND APPROXIMATELY PARALLEL TO THE COSHOCTON COUNTY AIRPORT RUNWAY IN
 KY3537'LOT 21, FOURTH QUARTER, RANGE 6 WEST, TOWNSHIP 6 NORTH, KEENE
 KY3537'TOWNSHIP, IN COSHOCTON COUNTY.
 KY3537' 
 KY3537'TO REACH THE BASE LINE FROM THE INTERSECTION OF US HIGHWAY 36 AND
 KY3537'STATE HIGHWAY 83, NORTH OF COSHOCTON, GO NORTHEAST ON HIGHWAY 36 FOR
 KY3537'2.1 KM (1.3 MI) TO THE INTERSECTION OF DREHER ROAD ON THE RIGHT, AND
 KY3537'COUNTY ROAD 202 ON THE LEFT. TURN LEFT AND GO NORTH ON COUNTY ROAD 202
 KY3537'FOR 1.1 KM (0.7 MI) TO THE AIRPORT PARKING LOT. TURN LEFT AND GO
 KY3537'SOUTHWEST ON THE PAVEMENT FOR 0.1 KM (0.05 MI) TO A LOCKED GATE AND
 KY3537'THE MANAGERS OFFICE. PASS THROUGH THE GATE AND PROCEED SOUTHWESTERLY
 KY3537'TO THE TAXIWAY. TURN LEFT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.3 KM
 KY3537'(0.2 MI) TO THE RUNWAY AND THE 0-METER POINT ON THE LEFT.
 KY3537' 
 KY3537'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON
 KY3537'THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 425, AND 1300- METER
 KY3537'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE WITH
 KY3537'AND SOUTH OF THE 425-METER POINT.
 KY3537' 
 KY3537'THE 0-METER POINT IS A PLAIN BRASS DISK STAMPED--HOTHEM 1986 0 POINT-,
 KY3537'SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST PROJECTING 15
 KY3537'CM (6 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 51.3 M (168.3 FT)
 KY3537'SOUTH OF THE SOUTHEAST CORNER OF THE RUNWAY, 49.8 M (163.4 FT)
 KY3537'SOUTHWEST OF THE SOUTHWEST EDGE OF THE TAXIWAY, AND SET BETWEEN FOUR
 KY3537'ORANGE PVC POSTS WHICH PROJECT ABOUT 61 CM (24 IN) ABOVE THE GROUND.
 KY3537' 
 KY3537'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 KY3537'ELEVATIONS ARE FOR CBL USE ONLY. FOR PERMISSION TO ENTER AIRPORT
 KY3537'GROUNDS CONTACT MR. RICK TURNER, MANAGER, 24359 COUNTY ROAD 202,
 KY3537'COSHOCTON, OHIO 43812. TELEPHONE (614) 622-2252.
 KY3537' 
 KY3537'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH G.A.
 KY3537'STEWART INC. OF COSHOCTON, OHIO. FOR MORE INFORMATION CONTACT MR.
 KY3537'SCOTT JOHNSON, AMERICAN PRECISION SURVEYING, 450 SOUTH 4TH STREET,
 KY3537'COSHOCTON, OHIO 43812. TELEPHONE (614) 622-2783. OR CONTACT MR. DAVID
 KY3537'A. CONNER, 1212 KINNEAR ROAD, COLUMBUS, OHIO 43212. TELEPHONE (614)
 KY3537'292-1619..
 KY3537
 KY3537                          STATION RECOVERY (1987)
 KY3537
 KY3537'RECOVERED 1987
 KY3537'RECOVERED IN GOOD CONDITION.
 KY3537
 KY3537                          STATION RECOVERY (1990)
 KY3537
 KY3537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KY3537'MARK IS A COMPONENT OF THE COSHOCTON CALIBRATION BASE LINE, LOCATED
 KY3537'ABOUT 4.0 KM (2.49 MI) NORTH OF COSHOCTON AND 1.6 KM (0.99 MI)
 KY3537'NORTHWEST OF CANAL LEWISVILLE, ALONG THE SOUTHEAST EDGE OF THE RUNWAY
 KY3537'AT COSHOCTON COUNTY AIRPORT IN THE FOURTH QUARTER OF T 6 N R 6 W
 KY3537'(COSHOCTON 7.5 MIN QUAD).  FOR PERMISSION TO ENTER AIRPORT GROUNDS,
 KY3537'CONTACT MR. RICK TURNER, AIRPORT MANAGER, 24359 COUNTY ROAD 202,
 KY3537'COSHOCTON, OHIO 43812. TELEPHONE 614-622-2252.  OWNERSHIP--COUNTY OF
 KY3537'COSHOCTON.
 KY3537'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 83,
 KY3537'NORTH OF COSHOCTON, GO NORTHEAST ON U.S. HIGHWAY 36 FOR 2.1 KM
 KY3537'(1.30 MI) TO THE INTERSECTION OF DREHER ROAD ON THE RIGHT AND COUNTY
 KY3537'ROAD 202 ON THE LEFT.  TURN LEFT AND GO NORTH FOR 1.1 KM (0.68 MI) TO
 KY3537'THE AIRPORT PARKING LOT.  TURN LEFT AND GO SOUTHWEST ON A PAVED ROAD
 KY3537'FOR 0.10 KM (0.06 MI) TO A LOCKED GATE AND THE MANAGERS OFFICE.
 KY3537'PASS THROUGH THE GATE AND PROCEED SOUTHWESTERLY TO THE TAXIWAY.
 KY3537'PROCEED SOUTHWESTERLY, THEN NORTHWESTERLY ON THE TAXIWAY FOR 0.3 KM
 KY3537'(0.19 MI) TO THE SOUTHEAST CORNER OF THE RUNWAY AND THE MARK ON THE
 KY3537'LEFT.
 KY3537'MARK IS A PLAIN BRASS DISK SET IN THE TOP OF A 30 CM (12 IN) DIAMETER
 KY3537'CONCRETE POST PROJECTING 15 CM (6 IN) ABOVE GROUND SURFACE.  IT IS
 KY3537'51.3 M (168.31 FT) SOUTH OF THE SOUTHEAST CORNER OF THE RUNWAY, 49.8
 KY3537'M (163.39 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE TAXIWAY, AND SET
 KY3537'BETWEEN FOUR ORANGE PVC POSTS PROJECTING ABOUT 61 CM (24 IN) ABOVE
 KY3537'THE GROUND.
 KY3537'FOR MORE INFORMATION CONTACT MR. SCOTT JOHNSON, AMERICAN PRECISION
 KY3537'SURVEYING, 450 SOUTH 4TH STREET, COSHOCTON, OHIO 43812.  TELEPHONE
 KY3537'614-622-2783.  OR CONTACT MR. DAVID A. CONNER, 1212 KINNEAR ROAD,
 KY3537'COLUMBUS, OHIO 43212.  TELEPHONE 614-292-1619.
 KY3537
 KY3537                          STATION RECOVERY (1990)
 KY3537
 KY3537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 KY3537'MARK IS A COMPONENT OF THE COSHOCTON CALIBRATION BASE LINE, LOCATED
 KY3537'ABOUT 4.0 KM (2.49 MI) NORTH OF COSHOCTON AND 1.6 KM (0.99 MI)
 KY3537'NORTHWEST OF CANAL LEWISVILLE, ALONG THE SOUTHEAST EDGE OF THE RUNWAY
 KY3537'AT COSHOCTON COUNTY AIRPORT IN THE FOURTH QUARTER OF T 6 N R 6 W
 KY3537'(COSHOCTON 7.5 MIN QUAD).  FOR PERMISSION TO ENTER AIRPORT GROUNDS,
 KY3537'CONTACT MR. RICK TURNER, AIRPORT MANAGER, 24359 COUNTY ROAD 202,
 KY3537'COSHOCTON, OHIO 43812. OWNERSHIP--COUNTY OF COSHOCTON. TO REACH FROM
 KY3537'THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 83, NORTH OF
 KY3537'COSHOCTON, GO NORTHEAST ON U.S. HIGHWAY 36 FOR 2.1 KM (1.30 MI) TO THE
 KY3537'INTERSECTION OF DREHER ROAD ON THE RIGHT AND COUNTY ROAD 202 ON THE
 KY3537'LEFT.  TURN LEFT AND GO NORTH FOR 1.1 KM (0.68 MI) TO THE AIRPORT
 KY3537'PARKING LOT.  TURN LEFT AND GO SOUTHWEST ON A PAVED ROAD FOR 0.10 KM
 KY3537'(0.06 MI) TO A LOCKED GATE AND THE MANAGERS OFFICE. PASS THROUGH THE
 KY3537'GATE AND PROCEED SOUTHWESTERLY TO THE TAXIWAY. PROCEED SOUTHWESTERLY,
 KY3537'THEN NORTHWESTERLY ON THE TAXIWAY FOR 0.3 KM (0.19 MI) TO THE
 KY3537'SOUTHEAST CORNER OF THE RUNWAY AND THE MARK ON THE LEFT. MARK IS A
 KY3537'PLAIN BRASS DISK SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 KY3537'POST PROJECTING 15 CM (6 IN) ABOVE GROUND SURFACE.  IT IS 51.3 M
 KY3537'(168.31 FT) SOUTH OF THE SOUTHEAST CORNER OF THE RUNWAY, 49.8 M
 KY3537'(163.39 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE TAXIWAY, AND SET
 KY3537'BETWEEN FOUR ORANGE PVC POSTS PROJECTING ABOUT 61 CM (24 IN) ABOVE THE
 KY3537'GROUND. FOR MORE INFORMATION CONTACT MR. SCOTT JOHNSON, AMERICAN
 KY3537'PRECISION SURVEYING, 450 SOUTH 4TH STREET, COSHOCTON, OHIO 43812.
 KY3537'CONTACT MR. DAVID A. CONNER, 1212 KINNEAR ROAD, COLUMBUS, OH 43212.
 KY3537
 KY3537                          STATION RECOVERY (1995)
 KY3537
 KY3537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3537'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTH OF COSHOCTON AT
 KY3537'THE RICHARD DOWNING AIRPORT.  MARK IS IN THE GRASS NEAR THE SOUTH
 KY3537'CORNER OF RUNWAY END 4, NEAR THE CENTER OF 4 ORANGE PVC POSTS
 KY3537'PROJECTING 24-INCHES ABOVE THE GROUND.  OWNERSHIP--COUNTY OF
 KY3537'COSHOCTON, 24359 COUNTY ROAD 202, COSHOCTON, OH.  43812.  AIRPORT
 KY3537'MANAGER RICK TURNER, PHONE 614-622-2252.  NOTE--CONTACT AIRPORT
 KY3537'MANAGER 24-HOURS IN ADVANCE FOR PERMISSION TO ENTER AIRPORT GROUNDS.
 KY3537'NOTE--THIS STATION WAS SELECTED AS A (SACS) .  NOTE--THIS MARK WAS SET
 KY3537'BY A PRIVATE AGENCY.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KY3537'HIGHWAY 36 AND STATE HIGHWAY 83 NORTH OF COSHOCTON, GO NORTHEAST 2.1
 KY3537'KM (1.30 MI) ALONG HIGHWAY 36 TO THE INTERSECTION OF DREHER ROAD ON
 KY3537'THE RIGHT AND COUNTY ROAD 202 ON THE LEFT.  TURN LEFT, NORTH, 1.1 KM
 KY3537'(0.70 MI) TO THE AIRPORT PARKING LOT.  TURN LEFT, SOUTHWEST, 0.10 KM
 KY3537'(0.05 MI) TO A LOCKED GATE AND THE OFFICE ON THE RIGHT.  PASS THROUGH
 KY3537'GATE, SOUTHWEST, 0.08 KM (0.05 MI) ACROSS APRON TO THE TAXI.  CONTINUE
 KY3537'SOUTHWEST THEN NORTHWEST 0.38 KM (0.25 MI) ALONG TAXI TO THE SOUTH
 KY3537'CORNER OF THE RUNWAY AND THE STATION ON THE LEFT.  STATION IS 55.8 M
 KY3537'(183.1 FT) SOUTHWEST OF THE EXTENDED TAXI CENTERLINE, 51.4 M (168.6
 KY3537'FT) SOUTH OF THE SOUTH CORNER OF THE RUNWAY, 46.8 M (153.5 FT)
 KY3537'SOUTHWEST OF A TAXI LIGHT, 26.7 M (87.6 FT) SOUTHEAST OF THE EXTENDED
 KY3537'RUNWAY CENTERLINE, AND THE MONUMENT IS LEVEL WITH THE TAXI AND 0.1 M
 KY3537'(0.3 FT) ABOVE THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3538 ***********************************************************************
 KY3538  SACS        -  This is a Secondary Airport Control Station.
 KY3538  DESIGNATION -  COSHOCTON CBL 1300
 KY3538  PID         -  KY3538
 KY3538  STATE/COUNTY-  OH/COSHOCTON
 KY3538  USGS QUAD   -  COSHOCTON (1994)
 KY3538
 KY3538                         *CURRENT SURVEY CONTROL
 KY3538  ___________________________________________________________________
 KY3538* NAD 83(1995)-  40 18 48.63741(N)    081 50 55.20736(W)     ADJUSTED  
 KY3538* NAVD 88     -       297.64   (meters)     976.5    (feet)  GPS OBS   
 KY3538  ___________________________________________________________________
 KY3538  X           -     690,573.427 (meters)                     COMP
 KY3538  Y           -  -4,821,253.698 (meters)                     COMP
 KY3538  Z           -   4,104,762.258 (meters)                     COMP
 KY3538  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 KY3538  ELLIP HEIGHT-         264.18  (meters)          (10/07/05) GPS OBS
 KY3538  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KY3538
 KY3538  HORZ ORDER  -  FIRST
 KY3538  ELLP ORDER  -  FOURTH    CLASS I
 KY3538
 KY3538.This mark is at Richard Downing Airport (I40)
 KY3538
 KY3538.The horizontal coordinates were established by GPS observations
 KY3538.and adjusted by the National Geodetic Survey in July 1997..
 KY3538
 KY3538.The orthometric height was determined by GPS observations and a
 KY3538.high-resolution geoid model.
 KY3538
 KY3538.GPS derived orthometric heights for airport stations designated as
 KY3538.PACS or SACS are published to 2 decimal places.  This maintains
 KY3538.centimeter relative accuracy between the PACS and SACS.  It does
 KY3538.not indicate centimeter accuracy relative to other marks which are
 KY3538.part of the NAVD 88 network.
 KY3538
 KY3538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3538
 KY3538.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3538
 KY3538.The ellipsoidal height was determined by GPS observations
 KY3538.and is referenced to NAD 83.
 KY3538
 KY3538.The geoid height was determined by GEOID03.
 KY3538
 KY3538;                    North         East     Units Scale Factor Converg.
 KY3538;SPC OH N     -    72,037.261   655,365.367   MT  1.00002511   +0 25 40.4
 KY3538;UTM  17      - 4,462,900.278   427,889.845   MT  0.99966401   -0 32 56.7
 KY3538
 KY3538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3538!SPC OH N     -   0.99995856  x   1.00002511  =   0.99998367
 KY3538!UTM  17      -   0.99995856  x   0.99966401  =   0.99962258
 KY3538
 KY3538:                Primary Azimuth Mark                     Grid Az
 KY3538:SPC OH N     -  COSHOCTON CBL 0                          216 56 08.8
 KY3538:UTM  17      -  COSHOCTON CBL 0                          217 54 45.9
 KY3538
 KY3538|---------------------------------------------------------------------|
 KY3538| PID    Reference Object                     Distance      Geod. Az  |
 KY3538|                                                           dddmmss.s |
 KY3538| KY3537 COSHOCTON CBL 0                     APPROX. 1.3 KM 2172149.2 |
 KY3538|---------------------------------------------------------------------|
 KY3538
 KY3538                          SUPERSEDED SURVEY CONTROL
 KY3538
 KY3538  ELLIP H (07/02/97)  264.21   (m)                       GP(       ) 4 1
 KY3538  NAD 83(1986)-  40 18 48.64165(N)    081 50 55.21024(W) AD(       ) 3
 KY3538  NAD 27      -  40 18 48.41189(N)    081 50 55.71281(W) AD(       ) 3
 KY3538  NGVD 29 (02/23/89)  297.9    (m)          977.     (f) GPS OBS        
 KY3538
 KY3538.Superseded values are not recommended for survey control.
 KY3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3538.See file dsdata.txt to determine how the superseded data were derived.
 KY3538
 KY3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2789062900(NAD 83)
 KY3538_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3538_SP_SET: CONCRETE POST
 KY3538_STAMPING: HOTHEM AZ MK 1300 M 1986
 KY3538_MARK LOGO: NGS   
 KY3538_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3538+STABILITY: SURFACE MOTION
 KY3538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3538+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1995
 KY3538
 KY3538  HISTORY     - Date     Condition        Report By
 KY3538  HISTORY     - 1978     MONUMENTED       OHPLS
 KY3538  HISTORY     - 1986     GOOD
 KY3538  HISTORY     - 19861010 GOOD             NGS
 KY3538  HISTORY     - 19871007 GOOD
 KY3538  HISTORY     - 19900924 GOOD             NGS
 KY3538  HISTORY     - 19900924 GOOD             NGS
 KY3538  HISTORY     - 19950824 GOOD             NGS
 KY3538
 KY3538                          STATION DESCRIPTION
 KY3538
 KY3538'DESCRIBED BY PROF LAND SURVEYORS OF OHIO 1978
 KY3538'THE STATION IS LOCATED 3 MILES NORTH OF COSHOCTON AT THE COSHOCTON
 KY3538'AIRPORT NEAR THE SOUTHWEST END OF THE RUNWAY.  THE STATION AND
 KY3538'AZIMUTH MARK ARE THE END POINTS OF AN EDM CALIBRATION BASE LINE (CBL)
 KY3538'WHICH PARALLEL THE SOUTHEAST EDGE OF THE RUNWAY.
 KY3538'THE AZIMUTH MARK IS 1.3 KM(0.8 MILES) NORTHEAST OF THE STATION IS THE
 KY3538'1300 METER POINT OF THE CBL.  IT IS A PLAIN DISK STAMPED --HOTHEM AZ
 KY3538'MK 1986 1300 M--- AND SET IN A CONCRETE FILLED 30 CM ( 12 INCH)
 KY3538'DIAMETER CLAY TILE PIPE THAT PROJECTS 8 CM ( 3 INCHES).  IT IS LOCATED
 KY3538'JUST SOUTH OF THE EAST CORNER OF THE RUNWAY.  AN UNDERGROUND MARK IS
 KY3538'SET 102 CM ( 40 INCHES) BELOW GROUND.
 KY3538'WHEN GPS WORK IS BEING DONE IN THIS AREA CONTACT MR. GEORGE W.
 KY3538'STEWART 450 SOUTH 4TH STREET COSHOCTON OHIO 43812. PHONE (614)
 KY3538'622-2783.
 KY3538'TYPED BY JAMES MALONEY 9/06/87.
 KY3538
 KY3538                          STATION RECOVERY (1986)
 KY3538
 KY3538'RECOVERED 1986
 KY3538'RECOVERED IN GOOD CONDITION.
 KY3538
 KY3538                          STATION RECOVERY (1986)
 KY3538
 KY3538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 KY3538'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 KY3538'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.015 FT. THE BASE LINE
 KY3538'IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH OF COSHOCTON, AND 1.6 KM
 KY3538'(1.0 MI) NORTHWEST OF CANAL LEWISVILLE. IT LIES ALONG THE SOUTHEAST
 KY3538'SIDE OF AND APPROXIMATELY PARALLEL TO THE COSHOCTON COUNTY AIRPORT
 KY3538'RUNWAY IN LOT 21, FOURTH QUARTER, RANGE 6 WEST, TOWNSHIP 6 NORTH,
 KY3538'KEENE TOWNSHIP, IN COSHOCTON COUNTY.
 KY3538' 
 KY3538'TO REACH THE BASE LINE FROM THE INTERSECTION OF US HIGHWAY 36 AND
 KY3538'STATE HIGHWAY 83, NORTH OF COSHOCTON, GO NORTHEAST ON HIGHWAY 36 FOR
 KY3538'2.1 KM (1.3 MI) TO THE INTERSECTION OF DREHER ROAD ON THE RIGHT, AND
 KY3538'COUNTY ROAD 202 ON THE LEFT. TURN LEFT AND GO NORTH ON COUNTY ROAD 202
 KY3538'FOR 1.1 KM (0.7 MI) TO THE AIRPORT PARKING LOT. TURN LEFT AND GO
 KY3538'SOUTHWEST ON THE PAVEMENT FOR 0.1 KM (0.05 MI) TO A LOCKED GATE AND
 KY3538'THE MANAGERS OFFICE. PASS THROUGH THE GATE AND PROCEED SOUTHWESTERLY
 KY3538'TO THE TAXIWAY. TURN LEFT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.3 KM
 KY3538'(0.2 MI) TO THE RUNWAY AND THE 0-METER POINT ON THE LEFT.
 KY3538' 
 KY3538'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON
 KY3538'THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 425, AND 1300- METER
 KY3538'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE WITH
 KY3538'AND SOUTH OF THE 425-METER POINT.
 KY3538' 
 KY3538'THE 1300-METER POINT IS A PLAIN BRASS DISK STAMPED--HOTHEM AZ MK 1300
 KY3538'M 1986--, SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST
 KY3538'PROJECTING 2 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 15.4 M
 KY3538'(50.5 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE RUNWAY, 3.8 M (12.5
 KY3538'FT) SOUTHWEST OF A RUNWAY APPROACH LIGHT, AND SET BETWEEN THREE ORANGE
 KY3538'PVC POSTS PROJECTING ABOUT 61 CM (24 IN) ABOVE THE SURFACE OF THE
 KY3538'GROUND.
 KY3538' 
 KY3538'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 KY3538'ELEVATIONS ARE FOR CBL USE ONLY. FOR PERMISSION TO ENTER AIRPORT
 KY3538'GROUNDS CONTACT MR. RICK TURNER, MANAGER, 24359 COUNTY ROAD 202,
 KY3538'COSHOCTON, OHIO 43812. TELEPHONE (614) 622-2252.
 KY3538' 
 KY3538'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH G.A.
 KY3538'STEWART INC. OF COSHOCTON, OHIO. FOR MORE INFORMATION CONTACT MR.
 KY3538'SCOTT JOHNSON, AMERICAN PRECISION SURVEYING, 450 SOUTH 4TH STREET,
 KY3538'COSHOCTON, OHIO 43812. TELEPHONE (614) 622-2783. OR CONTACT MR. DAVID
 KY3538'A. CONNER, 1212 KINNEAR ROAD, COLUMBUS, OHIO 43212. TELEPHONE (614)
 KY3538'292-1619.
 KY3538
 KY3538                          STATION RECOVERY (1987)
 KY3538
 KY3538'RECOVERED 1987
 KY3538'RECOVERED IN GOOD CONDITION.
 KY3538
 KY3538                          STATION RECOVERY (1990)
 KY3538
 KY3538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KY3538'MARK IS A COMPONENT OF THE COSHOCTON CALIBRATION BASE LINE, LOCATED
 KY3538'ABOUT 4.0 KM (2.49 MI) NORTH OF COSHOCTON AND 1.6 KM (0.99 MI)
 KY3538'NORTHWEST OF CANAL LEWISVILLE, ALONG THE SOUTHEAST EDGE OF THE RUNWAY
 KY3538'AT COSHOCTON COUNTY AIRPORT IN THE FOURTH QUARTER OF T 6 N R 6 W
 KY3538'(COSHOCTON 7.5 MIN QUAD).  FOR PERMISSION TO ENTER AIRPORT GROUNDS,
 KY3538'CONTACT MR. RICK TURNER, AIRPORT MANAGER, 24359 COUNTY ROAD 202,
 KY3538'COSHOCTON, OHIO 43812. TELEPHONE 614-622-2252.  OWNERSHIP--COUNTY OF
 KY3538'COSHOCTON.
 KY3538'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 83,
 KY3538'NORTH OF COSHOCTON, GO NORTHEAST ON U.S. HIGHWAY 36 FOR 2.1 KM
 KY3538'(1.30 MI) TO THE INTERSECTION OF DREHER ROAD ON THE RIGHT AND COUNTY
 KY3538'ROAD 202 ON THE LEFT.  TURN LEFT AND GO NORTH FOR 1.1 KM (0.68 MI) TO
 KY3538'THE AIRPORT PARKING LOT.  TURN LEFT AND GO SOUTHWEST ON A PAVED ROAD
 KY3538'FOR 0.10 KM (0.06 MI) TO A LOCKED GATE AND THE MANAGERS OFFICE.
 KY3538'PASS THROUGH THE GATE AND PROCEED SOUTHWESTERLY TO THE TAXIWAY.
 KY3538'PROCEED SOUTHWESTERLY, THEN NORTHWESTERLY ON THE TAXIWAY FOR 0.3 KM
 KY3538'(0.19 MI) TO THE RUNWAY AND ITS SOUTHEAST CORNER.  TURN RIGHT AND GO
 KY3538'NORTHEAST ALONG THE RUNWAYS EDGE FOR 1.24 KM (0.77 MI) TO THE MARK
 KY3538'ON THE RIGHT.
 KY3538'MARK IS A PLAIN BRASS DISK SET IN THE TOP OF A 30 CM (12 IN) DIAMETER
 KY3538'CONCRETE POST PROJECTING 2 CM (1 IN) ABOVE GROUND SURFACE.  IT IS
 KY3538'15.4 M (50.52 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE RUNWAY,
 KY3538'3.8 M (12.47 FT) SOUTHWEST OF A RUNWAY APPROACH LIGHT, AND SET
 KY3538'BETWEEN THREE ORANGE PVC POSTS PROJECTING ABOUT 61 CM (24 IN) ABOVE
 KY3538'THE GROUND.
 KY3538'FOR MORE INFORMATION CONTACT MR. SCOTT JOHNSON, AMERICAN PRECISION
 KY3538'SURVEYING, 450 SOUTH 4TH STREET, COSHOCTON, OHIO 43812.  TELEPHONE
 KY3538'614-622-2783.  OR CONTACT MR. DAVID A. CONNER, 1212 KINNEAR ROAD,
 KY3538'COLUMBUS, OHIO 43212.  TELEPHONE 614-292-1619.
 KY3538
 KY3538                          STATION RECOVERY (1990)
 KY3538
 KY3538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 KY3538'MARK IS A COMPONENT OF THE COSHOCTON CALIBRATION BASE LINE, LOCATED
 KY3538'ABOUT 4.0 KM (2.49 MI) NORTH OF COSHOCTON AND 1.6 KM (0.99 MI)
 KY3538'NORTHWEST OF CANAL LEWISVILLE, ALONG THE SOUTHEAST EDGE OF THE RUNWAY
 KY3538'AT COSHOCTON COUNTY AIRPORT IN THE FOURTH QUARTER OF T 6 N R 6 W
 KY3538'(COSHOCTON 7.5 MIN QUAD).  FOR PERMISSION TO ENTER AIRPORT GROUNDS,
 KY3538'CONTACT MR. RICK TURNER, AIRPORT MANAGER, 24359 COUNTY ROAD 202,
 KY3538'COSHOCTON, OHIO 43812.  OWNERSHIP--COUNTY OF COSHOCTON. TO REACH FROM
 KY3538'THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 83, NORTH OF
 KY3538'COSHOCTON, GO NORTHEAST ON U.S. HIGHWAY 36 FOR 2.1 KM (1.30 MI) TO THE
 KY3538'INTERSECTION OF DREHER ROAD ON THE RIGHT AND COUNTY ROAD 202 ON THE
 KY3538'LEFT.  TURN LEFT AND GO NORTH FOR 1.1 KM (0.68 MI) TO THE AIRPORT
 KY3538'PARKING LOT.  TURN LEFT AND GO SOUTHWEST ON A PAVED ROAD FOR 0.10 KM
 KY3538'(0.06 MI) TO A LOCKED GATE AND THE MANAGERS OFFICE. PASS THROUGH THE
 KY3538'GATE AND PROCEED SOUTHWESTERLY TO THE TAXIWAY. PROCEED SOUTHWESTERLY,
 KY3538'THEN NORTHWESTERLY ON THE TAXIWAY FOR 0.3 KM (0.19 MI) TO THE RUNWAY
 KY3538'AND ITS SOUTHEAST CORNER.  TURN RIGHT AND GO NORTHEAST ALONG THE
 KY3538'RUNWAYS EDGE FOR 1.24 KM (0.77 MI) TO THE MARK ON THE RIGHT. MARK IS A
 KY3538'PLAIN BRASS DISK SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 KY3538'POST PROJECTING 2 CM (1 IN) ABOVE GROUND SURFACE.  IT IS 15.4 M (50.52
 KY3538'FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE RUNWAY, 3.8 M (12.47 FT)
 KY3538'SOUTHWEST OF A RUNWAY APPROACH LIGHT, AND SET BETWEEN THREE ORANGE PVC
 KY3538'POSTS PROJECTING ABOUT 61 CM (24 IN) ABOVE THE GROUND. FOR MORE
 KY3538'INFORMATION CONTACT MR. SCOTT JOHNSON, AMERICAN PRECISION SURVEYING,
 KY3538'450 SOUTH 4TH STREET, COSHOCTON, OHIO 43812. CONTACT MR. DAVID A.
 KY3538'CONNER, 1212 KINNEAR ROAD, COLUMBUS, OHIO 43212.
 KY3538
 KY3538                          STATION RECOVERY (1995)
 KY3538
 KY3538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3538'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTH OF COSHOCTON AT
 KY3538'THE RICHARD DOWNING AIRPORT.  IN THE GRASS, JUST SOUTHEAST OF THE EAST
 KY3538'CORNER OF RUNWAY END 22, NEAR THE CENTER OF 4 ORANGE PVC PIPES
 KY3538'PROJECTING 24-INCHES ABOVE THE GROUND.  OWNERSHIP--COUNTY OF
 KY3538'COSHOCTON, 24359 COUNTY ROAD 202, COSHOCTON, OH.  43812.  AIRPORT
 KY3538'MANAGER RICK TURNER, PHONE 614-622-2252.  NOTE--CONTACT AIRPORT
 KY3538'MANAGER 24-HOURS IN ADVANCE FOR PERMISSION TO ENTER AIRPORT GROUNDS.
 KY3538'NOTE--THIS STATION WAS SELECTED AS A (SACS) .  THIS MARK WAS SET BY A
 KY3538'PRIVATE ORGANIZATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 KY3538'HIGHWAY 36 AND STATE HIGHWAY 83 NORTH OF COSHOCTON, GO NORTHEAST 2.1
 KY3538'KM (1.30 MI) ALONG HIGHWAY 36 TO THE INTERSECTION OF DREHER ROAD ON
 KY3538'THE RIGHT AND COUNTY ROAD 202 ON THE LEFT.  TURN LEFT, NORTH, 1.1 KM
 KY3538'(0.70 MI) TO THE AIRPORT PARKING LOT.  TURN LEFT, SOUTHWEST, 0.10 KM
 KY3538'(0.05 MI) TO A LOCKED GATE AND THE OFFICE ON THE RIGHT.  PASS THROUGH
 KY3538'GATE, SOUTHWEST, 0.08 KM (0.05 MI) ACROSS APRON TO THE TAXI.  CONTINUE
 KY3538'SOUTHWEST THEN NORTHWEST 0.38 KM (0.25 MI) ALONG TAXI TO THE SOUTH
 KY3538'CORNER OF THE RUNWAY.  TURN RIGHT, NORTHEAST, 1.24 KM (0.75 MI) ALONG
 KY3538'RUNWAY TO THE STATION ON THE RIGHT.  STATION IS 26.7 M (87.6 FT)
 KY3538'SOUTHEAST OF THE RUNWAY CENTERLINE, 15.4 M (50.5 FT) SOUTHEAST OF THE
 KY3538'EAST CORNER OF THE RUNWAY, 3.8 M (12.5 FT) SOUTHWEST OF A RUNWAY
 KY3538'APPROACH LIGHT, AND THE MONUMENT IS 0.4 M (1.3 FT) BELOW THE LEVEL OF
 KY3538'THE RUNWAY AND PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  BY
 KY3538'R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3567 ***********************************************************************
 KY3567  DESIGNATION -  COSHOCTON CBL 150
 KY3567  PID         -  KY3567
 KY3567  STATE/COUNTY-  OH/COSHOCTON
 KY3567  USGS QUAD   -  COSHOCTON (1994)
 KY3567
 KY3567                         *CURRENT SURVEY CONTROL
 KY3567  ___________________________________________________________________
 KY3567* NAD 83(1995)-  40 18 19.00398(N)    081 51 24.76020(W)     ADJUSTED  
 KY3567* NAVD 88     -       295.8    (meters)     970.     (feet)  GPS OBS   
 KY3567  ___________________________________________________________________
 KY3567  X           -     689,966.212 (meters)                     COMP
 KY3567  Y           -  -4,821,936.587 (meters)                     COMP
 KY3567  Z           -   4,104,064.053 (meters)                     COMP
 KY3567  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 KY3567  ELLIP HEIGHT-         262.37  (meters)          (10/07/05) GPS OBS
 KY3567  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KY3567
 KY3567  HORZ ORDER  -  THIRD
 KY3567  ELLP ORDER  -  FOURTH    CLASS I
 KY3567
 KY3567.This mark is at Richard Downing Airport (I40)
 KY3567
 KY3567.The horizontal coordinates were established by GPS observations
 KY3567.and adjusted by the National Geodetic Survey in July 1997..
 KY3567
 KY3567.The orthometric height was determined by GPS observations and a
 KY3567.high-resolution geoid model.
 KY3567
 KY3567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3567
 KY3567.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3567
 KY3567.The ellipsoidal height was determined by GPS observations
 KY3567.and is referenced to NAD 83.
 KY3567
 KY3567.The geoid height was determined by GEOID03.
 KY3567
 KY3567;                    North         East     Units Scale Factor Converg.
 KY3567;SPC OH N     -    71,118.053   654,674.316   MT  1.00002700   +0 25 21.0
 KY3567;UTM  17      - 4,461,993.313   427,183.479   MT  0.99966527   -0 33 15.5
 KY3567
 KY3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3567!SPC OH N     -   0.99995884  x   1.00002700  =   0.99998584
 KY3567!UTM  17      -   0.99995884  x   0.99966527  =   0.99962413
 KY3567
 KY3567|---------------------------------------------------------------------|
 KY3567| PID    Reference Object                     Distance      Geod. Az  |
 KY3567|                                                           dddmmss.s |
 KY3567| AB6071 I40 A                               154.796 METERS 04518     |
 KY3567|---------------------------------------------------------------------|
 KY3567
 KY3567                          SUPERSEDED SURVEY CONTROL
 KY3567
 KY3567  ELLIP H (07/02/97)  262.39   (m)                       GP(       ) 4 1
 KY3567
 KY3567.Superseded values are not recommended for survey control.
 KY3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3567.See file dsdata.txt to determine how the superseded data were derived.
 KY3567
 KY3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2718361993(NAD 83)
 KY3567_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3567_SP_SET: CONCRETE POST
 KY3567_STAMPING: 150 M
 KY3567_MARK LOGO: NGS   
 KY3567_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3567+STABILITY: SURFACE MOTION
 KY3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3567+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1995
 KY3567
 KY3567  HISTORY     - Date     Condition        Report By
 KY3567  HISTORY     - 1978     MONUMENTED       OHPLS
 KY3567  HISTORY     - 19900924 GOOD             NGS
 KY3567  HISTORY     - 19900924 GOOD             NGS
 KY3567  HISTORY     - 19950824 GOOD             NGS
 KY3567
 KY3567                          STATION DESCRIPTION
 KY3567
 KY3567'DESCRIBED BY PROF LAND SURVEYORS OF OHIO 1978
 KY3567'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 KY3567'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.015 FT. THE BASE LINE
 KY3567'IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH OF COSHOCTON, AND 1.6 KM (1.0
 KY3567'MI) NORTHWEST OF CANAL LEWISVILLE. IT LIES ALONG THE SOUTHEAST SIDE OF
 KY3567'AND APPROXIMATELY PARALLEL TO THE COSHOCTON COUNTY AIRPORT RUNWAY IN
 KY3567'LOT 21, FOURTH QUARTER, RANGE 6 WEST, TOWNSHIP 6 NORTH, KEENE
 KY3567'TOWNSHIP, IN COSHOCTON COUNTY.
 KY3567' 
 KY3567'TO REACH THE BASE LINE FROM THE INTERSECTION OF US HIGHWAY 36 AND
 KY3567'STATE HIGHWAY 83, NORTH OF COSHOCTON, GO NORTHEAST ON HIGHWAY 36 FOR
 KY3567'2.1 KM (1.3 MI) TO THE INTERSECTION OF DREHER ROAD ON THE RIGHT, AND
 KY3567'COUNTY ROAD 202 ON THE LEFT. TURN LEFT AND GO NORTH ON COUNTY ROAD 202
 KY3567'FOR 1.1 KM (0.7 MI) TO THE AIRPORT PARKING LOT. TURN LEFT AND GO
 KY3567'SOUTHWEST ON THE PAVEMENT FOR 0.1 KM (0.05 MI) TO A LOCKED GATE AND
 KY3567'THE MANAGERS OFFICE. PASS THROUGH THE GATE AND PROCEED SOUTHWESTERLY
 KY3567'TO THE TAXIWAY. TURN LEFT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.3 KM
 KY3567'(0.2 MI) TO THE RUNWAY AND THE 0-METER POINT ON THE LEFT.
 KY3567' 
 KY3567'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON
 KY3567'THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 425, AND 1300- METER
 KY3567'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE WITH
 KY3567'AND SOUTH OF THE 425-METER POINT.
 KY3567' 
 KY3567'THE 150-METER POINT IS A PLAIN BRASS DISK STAMPED--150 M--, SET IN THE
 KY3567'TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST PROJECTING 7 CM (3 IN)
 KY3567'ABOVE THE SURFACE OF THE GROUND. IT IS 21.5 M (70.5 FT) SOUTH OF A
 KY3567'RUNWAY LIGHT, 15.5 M (50.9 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 KY3567'RUNWAY, AND IS SET BETWEEN FOUR ORANGE PVC POSTS WHICH PROJECT ABOUT
 KY3567'61 CM (24 IN) ABOVE THE SURFACE OF THE GROUND.
 KY3567' 
 KY3567'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 KY3567'ELEVATIONS ARE FOR CBL USE ONLY. FOR PERMISSION TO ENTER AIRPORT
 KY3567'GROUNDS CONTACT MR. RICK TURNER, MANAGER, 24359 COUNTY ROAD 202,
 KY3567'COSHOCTON, OHIO 43812. TELEPHONE (614) 622-2252.
 KY3567' 
 KY3567'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH G.A.
 KY3567'STEWART INC. OF COSHOCTON, OHIO. FOR MORE INFORMATION CONTACT MR.
 KY3567'SCOTT JOHNSON, AMERICAN PRECISION SURVEYING, 450 SOUTH 4TH STREET,
 KY3567'COSHOCTON, OHIO 43812. TELEPHONE (614) 622-2783. OR CONTACT MR. DAVID
 KY3567'A. CONNER, 1212 KINNEAR ROAD, COLUMBUS, OHIO 43212. TELEPHONE (614)
 KY3567'292-1619.
 KY3567
 KY3567                          STATION RECOVERY (1990)
 KY3567
 KY3567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KY3567'MARK IS A COMPONENT OF THE COSHOCTON CALIBRATION BASE LINE, LOCATED
 KY3567'ABOUT 4.0 KM (2.49 MI) NORTH OF COSHOCTON AND 1.6 KM (0.99 MI)
 KY3567'NORTHWEST OF CANAL LEWISVILLE, ALONG THE SOUTHEAST EDGE OF THE RUNWAY
 KY3567'AT COSHOCTON COUNTY AIRPORT IN THE FOURTH QUARTER OF T 6 N R 6 W
 KY3567'(COSHOCTON 7.5 MIN QUAD).  FOR PERMISSION TO ENTER AIRPORT GROUNDS,
 KY3567'CONTACT MR. RICK TURNER, AIRPORT MANAGER, 24359 COUNTY ROAD 202,
 KY3567'COSHOCTON, OHIO 43812. TELEPHONE 614-622-2252.  OWNERSHIP--COUNTY OF
 KY3567'COSHOCTON.
 KY3567'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 83,
 KY3567'NORTH OF COSHOCTON, GO NORTHEAST ON U.S. HIGHWAY 36 FOR 2.1 KM
 KY3567'(1.30 MI) TO THE INTERSECTION OF DREHER ROAD ON THE RIGHT AND COUNTY
 KY3567'ROAD 202 ON THE LEFT.  TURN LEFT AND GO NORTH FOR 1.1 KM (0.68 MI) TO
 KY3567'THE AIRPORT PARKING LOT.  TURN LEFT AND GO SOUTHWEST ON A PAVED ROAD
 KY3567'FOR 0.10 KM (0.06 MI) TO A LOCKED GATE AND THE MANAGERS OFFICE.
 KY3567'PASS THROUGH THE GATE AND PROCEED SOUTHWESTERLY TO THE TAXIWAY.
 KY3567'PROCEED SOUTHWESTERLY, THEN NORTHWESTERLY ON THE TAXIWAY FOR 0.3 KM
 KY3567'(0.19 MI) TO THE RUNWAY AND ITS SOUTHEAST CORNER.  TURN RIGHT AND GO
 KY3567'NORTHEAST ALONG THE RUNWAYS EDGE FOR 90 M (295.27 FT) TO THE MARK ON
 KY3567'THE RIGHT.
 KY3567'MARK IS A PLAIN BRASS DISK SET IN THE TOP OF A 30 CM (12 IN) DIAMETER
 KY3567'CONCRETE POST PROJECTING 7 CM (3 IN) ABOVE GROUND SURFACE.  IT IS
 KY3567'21.5 M (70.54 FT) SOUTH OF A RUNWAY LIGHT, 15.5 M (50.85 FT)
 KY3567'SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY, AND SET BETWEEN FOUR
 KY3567'ORANGE PVC POSTS PROJECTING ABOUT 61 CM (24 IN) ABOVE THE GROUND.
 KY3567'FOR MORE INFORMATION CONTACT MR. SCOTT JOHNSON, AMERICAN PRECISION
 KY3567'SURVEYING, 450 SOUTH 4TH STREET, COSHOCTON, OHIO 43812.  TELEPHONE
 KY3567'614-622-2783.  OR CONTACT MR. DAVID A. CONNER, 1212 KINNEAR ROAD,
 KY3567'COLUMBUS, OHIO 43212.  TELEPHONE 614-292-1619.
 KY3567
 KY3567                          STATION RECOVERY (1990)
 KY3567
 KY3567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 KY3567'MARK IS A COMPONENT OF THE COSHOCTON CALIBRATION BASE LINE, LOCATED
 KY3567'ABOUT 4.0 KM (2.49 MI) NORTH OF COSHOCTON AND 1.6 KM (0.99 MI)
 KY3567'NORTHWEST OF CANAL LEWISVILLE, ALONG THE SOUTHEAST EDGE OF THE RUNWAY
 KY3567'AT COSHOCTON COUNTY AIRPORT IN THE FOURTH QUARTER OF T 6 N R 6 W
 KY3567'(COSHOCTON 7.5 MIN QUAD).  FOR PERMISSION TO ENTER AIRPORT GROUNDS,
 KY3567'CONTACT MR. RICK TURNER, AIRPORT MANAGER, 24359 COUNTY ROAD 202,
 KY3567'COSHOCTON, OHIO 43812.  OWNERSHIP--COUNTY OF COSHOCTON. TO REACH FROM
 KY3567'THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 83, NORTH OF
 KY3567'COSHOCTON, GO NORTHEAST ON U.S. HIGHWAY 36 FOR 2.1 KM (1.30 MI) TO THE
 KY3567'INTERSECTION OF DREHER ROAD ON THE RIGHT AND COUNTY ROAD 202 ON THE
 KY3567'LEFT.  TURN LEFT AND GO NORTH FOR 1.1 KM (0.68 MI) TO THE AIRPORT
 KY3567'PARKING LOT.  TURN LEFT AND GO SOUTHWEST ON A PAVED ROAD FOR 0.10 KM
 KY3567'(0.06 MI) TO A LOCKED GATE AND THE MANAGERS OFFICE. PASS THROUGH THE
 KY3567'GATE AND PROCEED SOUTHWESTERLY TO THE TAXIWAY. PROCEED SOUTHWESTERLY,
 KY3567'THEN NORTHWESTERLY ON THE TAXIWAY FOR 0.3 KM (0.19 MI) TO THE RUNWAY
 KY3567'AND ITS SOUTHEAST CORNER.  TURN RIGHT AND GO NORTHEAST ALONG THE
 KY3567'RUNWAYS EDGE FOR 90 M (295.27 FT) TO THE MARK ON THE RIGHT. MARK IS A
 KY3567'PLAIN BRASS DISK SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 KY3567'POST PROJECTING 7 CM (3 IN) ABOVE GROUND SURFACE.  IT IS 21.5 M (70.54
 KY3567'FT) SOUTH OF A RUNWAY LIGHT, 15.5 M (50.85 FT) SOUTHEAST OF THE
 KY3567'SOUTHEAST EDGE OF THE RUNWAY, AND SET BETWEEN FOUR ORANGE PVC POSTS
 KY3567'PROJECTING ABOUT 61 CM (24 IN) ABOVE THE GROUND. FOR MORE INFORMATION
 KY3567'CONTACT MR. SCOTT JOHNSON, AMERICAN PRECISION SURVEYING, 450 SOUTH 4TH
 KY3567'STREET, COSHOCTON, OHIO 43812. CONTACT MR. DAVID A. CONNER, 1212
 KY3567'KINNEAR ROAD, COLUMBUS, OHIO 43212.
 KY3567
 KY3567                          STATION RECOVERY (1995)
 KY3567
 KY3567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3567'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTH OF COSHOCTON AT
 KY3567'THE RICHARD DOWNING AIRPORT.  MARK IS IN THE GRASS ABOUT 0.10 KM (0.05
 KY3567'MI) NORTHEAST OF RUNWAY END 4, IN A CALIBRATION BASE LINE, BETWEEN THE
 KY3567'RUNWAY AND A 2.0 M (6.6 FT) HIGH BANK TO THE SOUTHEAST, NEAR THE
 KY3567'CENTER OF 4 ORANGE PVC PIPES PROJECTING 24-INCHES ABOVE THE GROUND.
 KY3567'OWNERSHIP--COUNTY OF COSHOCTON, 24359 COUNTY ROAD 202, COSHOCTON, OH.
 KY3567'43812.  AIRPORT MANAGER RICK TURNER, PHONE 614-622-2252.
 KY3567'NOTE--CONTACT AIRPORT MANAGER 24-HOURS IN ADVANCE FOR PERMISSION TO
 KY3567'ENTER AIRPORT GROUNDS.  THIS MARK WAS SET BY A PRIVATE AGENCY.  TO
 KY3567'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 36 AND STATE
 KY3567'HIGHWAY 83 NORTH OF COSHOCTON, GO NORTHEAST 2.1 KM (1.30 MI) ALONG
 KY3567'HIGHWAY 36 TO THE INTERSECTION OF DREHER ROAD ON THE RIGHT AND COUNTY
 KY3567'ROAD 202 ON THE LEFT.  TURN LEFT, NORTH, 1.1 KM (0.70 MI) TO THE
 KY3567'AIRPORT PARKING LOT.  TURN LEFT, SOUTHWEST, 0.10 KM (0.05 MI) TO A
 KY3567'LOCKED GATE AND THE OFFICE ON THE RIGHT.  PASS THROUGH GATE,
 KY3567'SOUTHWEST, 0.08 KM (0.05 MI) ACROSS APRON TO THE TAXI. CONTINUE
 KY3567'SOUTHWEST THEN NORTHWEST 0.38 KM (0.25 MI) ALONG TAXI TO THE SOUTH
 KY3567'CORNER OF THE RUNWAY.  TURN RIGHT, NORTHEAST, 0.09 KM (0.05 MI) ALONG
 KY3567'RUNWAY TO THE STATION ON THE RIGHT.  STATION IS 26.7 M (87.6 FT)
 KY3567'SOUTHEAST OF THE RUNWAY CENTERLINE, AND THE MONUMENT IS 0.1 M (0.3 FT)
 KY3567'BELOW THE LEVEL OF THE RUNWAY AND FLUSH WITH THE GROUND SURFACE.  BY
 KY3567'R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3568 ***********************************************************************
 KY3568  DESIGNATION -  COSHOCTON CBL 425
 KY3568  PID         -  KY3568
 KY3568  STATE/COUNTY-  OH/COSHOCTON
 KY3568  USGS QUAD   -  COSHOCTON (1994)
 KY3568
 KY3568                         *CURRENT SURVEY CONTROL
 KY3568  ___________________________________________________________________
 KY3568* NAD 83(1995)-  40 18 26.09057(N)    081 51 17.69349(W)     ADJUSTED  
 KY3568* NAVD 88     -       296.4    (meters)     972.     (feet)  GPS OBS   
 KY3568  ___________________________________________________________________
 KY3568  X           -     690,111.441 (meters)                     COMP
 KY3568  Y           -  -4,821,773.401 (meters)                     COMP
 KY3568  Z           -   4,104,231.119 (meters)                     COMP
 KY3568  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 KY3568  ELLIP HEIGHT-         262.94  (meters)          (10/07/05) GPS OBS
 KY3568  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KY3568
 KY3568  HORZ ORDER  -  THIRD
 KY3568  ELLP ORDER  -  FOURTH    CLASS I
 KY3568
 KY3568.This mark is at Richard Downing Airport (I40)
 KY3568
 KY3568.The horizontal coordinates were established by GPS observations
 KY3568.and adjusted by the National Geodetic Survey in July 1997..
 KY3568
 KY3568.The orthometric height was determined by GPS observations and a
 KY3568.high-resolution geoid model.
 KY3568
 KY3568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3568
 KY3568.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3568
 KY3568.The ellipsoidal height was determined by GPS observations
 KY3568.and is referenced to NAD 83.
 KY3568
 KY3568.The geoid height was determined by GEOID03.
 KY3568
 KY3568;                    North         East     Units Scale Factor Converg.
 KY3568;SPC OH N     -    71,337.868   654,839.577   MT  1.00002654   +0 25 25.6
 KY3568;UTM  17      - 4,462,210.200   427,352.401   MT  0.99966497   -0 33 11.0
 KY3568
 KY3568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3568!SPC OH N     -   0.99995875  x   1.00002654  =   0.99998529
 KY3568!UTM  17      -   0.99995875  x   0.99966497  =   0.99962374
 KY3568
 KY3568|---------------------------------------------------------------------|
 KY3568| PID    Reference Object                     Distance      Geod. Az  |
 KY3568|                                                           dddmmss.s |
 KY3568| AB6071 I40 A                               123.549 METERS 20724     |
 KY3568|---------------------------------------------------------------------|
 KY3568
 KY3568                          SUPERSEDED SURVEY CONTROL
 KY3568
 KY3568  ELLIP H (07/02/97)  262.96   (m)                       GP(       ) 4 1
 KY3568
 KY3568.Superseded values are not recommended for survey control.
 KY3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3568.See file dsdata.txt to determine how the superseded data were derived.
 KY3568
 KY3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2735262210(NAD 83)
 KY3568_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3568_SP_SET: CONCRETE POST
 KY3568_STAMPING: 425 M
 KY3568_MARK LOGO: NGS   
 KY3568_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3568+STABILITY: SURFACE MOTION
 KY3568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3568+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1995
 KY3568
 KY3568  HISTORY     - Date     Condition        Report By
 KY3568  HISTORY     - 1978     MONUMENTED       OHPLS
 KY3568  HISTORY     - 19900924 GOOD             NGS
 KY3568  HISTORY     - 19900924 GOOD             NGS
 KY3568  HISTORY     - 19950824 GOOD             NGS
 KY3568
 KY3568                          STATION DESCRIPTION
 KY3568
 KY3568'DESCRIBED BY PROF LAND SURVEYORS OF OHIO 1978
 KY3568'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 KY3568'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.015 FT. THE BASE LINE
 KY3568'IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH OF COSHOCTON, AND 1.6 KM (1.0
 KY3568'MI) NORTHWEST OF CANAL LEWISVILLE. IT LIES ALONG THE SOUTHEAST SIDE OF
 KY3568'AND APPROXIMATELY PARALLEL TO THE COSHOCTON COUNTY AIRPORT RUNWAY IN
 KY3568'LOT 21, FOURTH QUARTER, RANGE 6 WEST, TOWNSHIP 6 NORTH, KEENE
 KY3568'TOWNSHIP, IN COSHOCTON COUNTY.
 KY3568' 
 KY3568'TO REACH THE BASE LINE FROM THE INTERSECTION OF US HIGHWAY 36 AND
 KY3568'STATE HIGHWAY 83, NORTH OF COSHOCTON, GO NORTHEAST ON HIGHWAY 36 FOR
 KY3568'2.1 KM (1.3 MI) TO THE INTERSECTION OF DREHER ROAD ON THE RIGHT, AND
 KY3568'COUNTY ROAD 202 ON THE LEFT. TURN LEFT AND GO NORTH ON COUNTY ROAD 202
 KY3568'FOR 1.1 KM (0.7 MI) TO THE AIRPORT PARKING LOT. TURN LEFT AND GO
 KY3568'SOUTHWEST ON THE PAVEMENT FOR 0.1 KM (0.05 MI) TO A LOCKED GATE AND
 KY3568'THE MANAGERS OFFICE. PASS THROUGH THE GATE AND PROCEED SOUTHWESTERLY
 KY3568'TO THE TAXIWAY. TURN LEFT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.3 KM
 KY3568'(0.2 MI) TO THE RUNWAY AND THE 0-METER POINT ON THE LEFT.
 KY3568' 
 KY3568'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON
 KY3568'THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 425, AND 1300- METER
 KY3568'POINTS WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED ON LINE WITH
 KY3568'AND SOUTH OF THE 425-METER POINT.
 KY3568' 
 KY3568'THE 425-METER POINT IS A PLAIN BRASS DISK STAMPED--425 M--, SET IN THE
 KY3568'TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST PROJECTING 2 CM (1 IN)
 KY3568'ABOVE THE SURFACE OF THE GROUND. IT IS 23.1 M (75.8 FT) NORTHEAST OF A
 KY3568'RUNWAY LIGHT, 15.4 M (50.5 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 KY3568'RUNWAY, AND SET BETWEEN FOUR ORANGE PVC POSTS PROJECTING ABOUT 61 CM
 KY3568'(24 IN) ABOVE THE SURFACE OF THE GROUND.
 KY3568' 
 KY3568'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 KY3568'ELEVATIONS ARE FOR CBL USE ONLY. FOR PERMISSION TO ENTER AIRPORT
 KY3568'GROUNDS CONTACT MR. RICK TURNER, MANAGER, 24359 COUNTY ROAD 202,
 KY3568'COSHOCTON, OHIO 43812. TELEPHONE (614) 622-2252.
 KY3568' 
 KY3568'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH G.A.
 KY3568'STEWART INC. OF COSHOCTON, OHIO. FOR MORE INFORMATION CONTACT MR.
 KY3568'SCOTT JOHNSON, AMERICAN PRECISION SURVEYING, 450 SOUTH 4TH STREET,
 KY3568'COSHOCTON, OHIO 43812. TELEPHONE (614) 622-2783. OR CONTACT MR. DAVID
 KY3568'A. CONNER, 1212 KINNEAR ROAD, COLUMBUS, OHIO 43212. TELEPHONE (614)
 KY3568'292-1619.
 KY3568
 KY3568                          STATION RECOVERY (1990)
 KY3568
 KY3568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KY3568'MARK IS A COMPONENT OF THE COSHOCTON CALIBRATION BASE LINE, LOCATED
 KY3568'ABOUT 4.0 KM (2.49 MI) NORTH OF COSHOCTON AND 1.6 KM (0.99 MI)
 KY3568'NORTHWEST OF CANAL LEWISVILLE, ALONG THE SOUTHEAST EDGE OF THE RUNWAY
 KY3568'AT COSHOCTON COUNTY AIRPORT IN THE FOURTH QUARTER OF T 6 N R 6 W
 KY3568'(COSHOCTON 7.5 MIN QUAD).  FOR PERMISSION TO ENTER AIRPORT GROUNDS,
 KY3568'CONTACT MR. RICK TURNER, AIRPORT MANAGER, 24359 COUNTY ROAD 202,
 KY3568'COSHOCTON, OHIO 43812. TELEPHONE 614-622-2252.  OWNERSHIP--COUNTY OF
 KY3568'COSHOCTON.
 KY3568'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 83,
 KY3568'NORTH OF COSHOCTON, GO NORTHEAST ON U.S. HIGHWAY 36 FOR 2.1 KM
 KY3568'(1.30 MI) TO THE INTERSECTION OF DREHER ROAD ON THE RIGHT AND COUNTY
 KY3568'ROAD 202 ON THE LEFT.  TURN LEFT AND GO NORTH FOR 1.1 KM (0.68 MI) TO
 KY3568'THE AIRPORT PARKING LOT.  TURN LEFT AND GO SOUTHWEST ON A PAVED ROAD
 KY3568'FOR 0.10 KM (0.06 MI) TO A LOCKED GATE AND THE MANAGERS OFFICE.
 KY3568'PASS THROUGH THE GATE AND PROCEED SOUTHWESTERLY TO THE TAXIWAY.
 KY3568'PROCEED SOUTHWESTERLY, THEN NORTHWESTERLY ON THE TAXIWAY FOR 0.3 KM
 KY3568'(0.19 MI) TO THE RUNWAY AND ITS SOUTHEAST CORNER.  TURN RIGHT AND GO
 KY3568'NORTHEAST ALONG THE RUNWAYS EDGE FOR 365 M (1197.50 FT) TO THE MARK
 KY3568'ON THE RIGHT.
 KY3568'MARK IS A PLAIN BRASS DISK SET IN THE TOP OF A 30 CM (12 IN) DIAMETER
 KY3568'CONCRETE POST PROJECTING 2 CM (1 IN) ABOVE GROUND SURFACE.  IT IS
 KY3568'30.4846 M (100.0149 FT) NORTHEAST OF STATION COSHOCTON CBL 100
 KY3568'(ALUMINUM STRIP STAMPED WITH A TRIANGLE AND PUNCH MARK), 23.1 M
 KY3568'(75.79 FT) NORTHEAST OF A RUNWAY LIGHT, 15.4 M (50.52 FT) SOUTHEAST
 KY3568'OF THE SOUTHEAST EDGE OF THE RUNWAY, AND SET BETWEEN FOUR ORANGE PVC
 KY3568'POSTS PROJECTING ABOUT 61 CM (24 IN) ABOVE THE GROUND.
 KY3568'FOR MORE INFORMATION CONTACT MR. SCOTT JOHNSON, AMERICAN PRECISION
 KY3568'SURVEYING, 450 SOUTH 4TH STREET, COSHOCTON, OHIO 43812.  TELEPHONE
 KY3568'614-622-2783.  OR CONTACT MR. DAVID A. CONNER, 1212 KINNEAR ROAD,
 KY3568'COLUMBUS, OHIO 43212.  TELEPHONE 614-292-1619.
 KY3568
 KY3568                          STATION RECOVERY (1990)
 KY3568
 KY3568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 KY3568'MARK IS A COMPONENT OF THE COSHOCTON CALIBRATION BASE LINE, LOCATED
 KY3568'ABOUT 4.0 KM (2.49 MI) NORTH OF COSHOCTON AND 1.6 KM (0.99 MI)
 KY3568'NORTHWEST OF CANAL LEWISVILLE, ALONG THE SOUTHEAST EDGE OF THE RUNWAY
 KY3568'AT COSHOCTON COUNTY AIRPORT IN THE FOURTH QUARTER OF T 6 N R 6 W
 KY3568'(COSHOCTON 7.5 MIN QUAD).  FOR PERMISSION TO ENTER AIRPORT GROUNDS,
 KY3568'CONTACT MR. RICK TURNER, AIRPORT MANAGER, 24359 COUNTY ROAD 202,
 KY3568'COSHOCTON, OHIO 43812.  OWNERSHIP--COUNTY OF COSHOCTON. TO REACH FROM
 KY3568'THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 83, NORTH OF
 KY3568'COSHOCTON, GO NORTHEAST ON U.S. HIGHWAY 36 FOR 2.1 KM (1.30 MI) TO THE
 KY3568'INTERSECTION OF DREHER ROAD ON THE RIGHT AND COUNTY ROAD 202 ON THE
 KY3568'LEFT.  TURN LEFT AND GO NORTH FOR 1.1 KM (0.68 MI) TO THE AIRPORT
 KY3568'PARKING LOT.  TURN LEFT AND GO SOUTHWEST ON A PAVED ROAD FOR 0.10 KM
 KY3568'(0.06 MI) TO A LOCKED GATE AND THE MANAGERS OFFICE. PASS THROUGH THE
 KY3568'GATE AND PROCEED SOUTHWESTERLY TO THE TAXIWAY. PROCEED SOUTHWESTERLY,
 KY3568'THEN NORTHWESTERLY ON THE TAXIWAY FOR 0.3 KM (0.19 MI) TO THE RUNWAY
 KY3568'AND ITS SOUTHEAST CORNER.  TURN RIGHT AND GO NORTHEAST ALONG THE
 KY3568'RUNWAYS EDGE FOR 365 M (1197.50 FT) TO THE MARK ON THE RIGHT. MARK IS
 KY3568'A PLAIN BRASS DISK SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE
 KY3568'POST PROJECTING 2 CM (1 IN) ABOVE GROUND SURFACE.  IT IS 30.4846 M
 KY3568'(100.0149 FT) NORTHEAST OF STATION COSHOCTON CBL 100 (ALUMINUM STRIP
 KY3568'STAMPED WITH A TRIANGLE AND PUNCH MARK), 23.1 M (75.79 FT) NORTHEAST
 KY3568'OF A RUNWAY LIGHT, 15.4 M (50.52 FT) SOUTHEAST OF THE SOUTHEAST EDGE
 KY3568'OF THE RUNWAY, AND SET BETWEEN FOUR ORANGE PVC POSTS PROJECTING ABOUT
 KY3568'61 CM (24 IN) ABOVE THE GROUND. FOR MORE INFORMATION CONTACT MR. SCOTT
 KY3568'JOHNSON, AMERICAN PRECISION SURVEYING, 450 SOUTH 4TH STREET,
 KY3568'COSHOCTON, OHIO 43812. CONTACT MR. DAVID A. CONNER, 1212 KINNEAR ROAD,
 KY3568'COLUMBUS, OHIO 43212.
 KY3568
 KY3568                          STATION RECOVERY (1995)
 KY3568
 KY3568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3568'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTH OF COSHOCTON AT
 KY3568'THE RICHARD DOWNING AIRPORT.  MARK IS IN THE GRASS ABOUT 0.378 KM
 KY3568'(0.25 MI) NORTHEAST OF RUNWAY END 4, THE MOST NORTHERLY 1 OF 5
 KY3568'CONCRETE POSTS, IN A CALIBRATION BASE LINE, BETWEEN THE RUNWAY AND A
 KY3568'3.0 M (9.8 FT) HIGH BANK TO THE SOUTHEAST, NEAR THE CENTER OF 4 ORANGE
 KY3568'PVC PIPES PROJECTING 24-INCHES ABOVE THE GROUND. OWNERSHIP--COUNTY OF
 KY3568'COSHOCTON, 24359 COUNTY ROAD 202, COSHOCTON, OH.  43812.  AIRPORT
 KY3568'MANAGER RICK TURNER, PHONE 614-622-2252. NOTE--CONTACT AIRPORT MANAGER
 KY3568'24-HOURS IN ADVANCE FOR PERMISSION TO ENTER AIRPORT GROUNDS.  THIS
 KY3568'MARK WAS SET BY A PRIVATE AGENCY.  TO REACH THE STATION FROM THE
 KY3568'JUNCTION OF U.S.  HIGHWAY 36 AND STATE HIGHWAY 83 NORTH OF COSHOCTON,
 KY3568'GO NORTHEAST 2.1 KM (1.30 MI) ALONG HIGHWAY 36 TO THE INTERSECTION OF
 KY3568'DREHER ROAD ON THE RIGHT AND COUNTY ROAD 202 ON THE LEFT.  TURN LEFT,
 KY3568'NORTH, 1.1 KM (0.70 MI) TO THE AIRPORT PARKING LOT.  TURN LEFT,
 KY3568'SOUTHWEST, 0.10 KM (0.05 MI) TO A LOCKED GATE AND THE OFFICE ON THE
 KY3568'RIGHT.  PASS THROUGH GATE, SOUTHWEST, 0.08 KM (0.05 MI) ACROSS APRON
 KY3568'TO THE TAXI.  CONTINUE SOUTHWEST THEN NORTHWEST 0.38 KM (0.25 MI)
 KY3568'ALONG TAXI TO THE SOUTH CORNER OF THE RUNWAY.  TURN RIGHT, NORTHEAST,
 KY3568'0.368 KM (0.20 MI) ALONG RUNWAY TO THE STATION ON THE RIGHT.  STATION
 KY3568'IS 26.7 M (87.6 FT) SOUTHEAST OF THE RUNWAY CENTERLINE, 7.6 M (24.9
 KY3568'FT) NORTHEAST OF THE 4TH.  1 OF 5 CONCRETE POSTS, (THE ONLY ONE OF THE
 KY3568'5 WITH A DISK) , AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE LEVEL OF
 KY3568'THE RUNWAY AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1850 ***********************************************************************
 DI1850  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1850  DESIGNATION -  COSHOCTON CORS ARP
 DI1850  CORS_ID     -  OHCO
 DI1850  PID         -  DI1850
 DI1850  STATE/COUNTY-  OH/COSHOCTON
 DI1850  USGS QUAD   -  COSHOCTON (1994)
 DI1850
 DI1850                         *CURRENT SURVEY CONTROL
 DI1850  ___________________________________________________________________
 DI1850* NAD 83(CORS)-  40 17 50.76212(N)    081 50 31.81332(W)     ADJUSTED  
 DI1850* NAVD 88     -                                                        
 DI1850  ___________________________________________________________________
 DI1850  EPOCH DATE  -        2002.00
 DI1850  X           -     691,277.989 (meters)                     COMP
 DI1850  Y           -  -4,822,275.805 (meters)                     COMP
 DI1850  Z           -   4,103,364.314 (meters)                     COMP
 DI1850  ELLIP HEIGHT-         207.70  (meters)          (10/??/06) GPS OBS
 DI1850  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DI1850
 DI1850  HORZ ORDER  -  SPECIAL (CORS)
 DI1850  ELLP ORDER  -  SPECIAL (CORS)
 DI1850
 DI1850.ITRF positions are available for this station.
 DI1850.The coordinates were established by GPS observations
 DI1850.and adjusted by the National Geodetic Survey in October 2006..
 DI1850.The coordinates are valid at the epoch date displayed above.
 DI1850.The epoch date for horizontal control is a decimal equivalence
 DI1850.of Year/Month/Day.
 DI1850
 DI1850
 DI1850.The PID for the CORS L1 Phase Center is DI1851.
 DI1850
 DI1850.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1850
 DI1850.The ellipsoidal height was determined by GPS observations
 DI1850.and is referenced to NAD 83.
 DI1850
 DI1850.The geoid height was determined by GEOID03.
 DI1850
 DI1850;                    North         East     Units Scale Factor Converg.
 DI1850;SPC OH N     -    70,256.271   655,931.202   MT  1.00002881   +0 25 55.8
 DI1850
 DI1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1850!SPC OH N     -   0.99996742  x   1.00002881  =   0.99999623
 DI1850
 DI1850                          SUPERSEDED SURVEY CONTROL
 DI1850
 DI1850.No superseded survey control is available for this station.
 DI1850
 DI1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2842561111(NAD 83)
 DI1850_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1850
 DI1850                          STATION DESCRIPTION
 DI1850
 DI1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1850'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1850'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1850'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1850'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1850'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1851 ***********************************************************************
 DI1851  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1851  DESIGNATION -  COSHOCTON CORS L1 PHASE CENTER
 DI1851  CORS_ID     -  OHCO
 DI1851  PID         -  DI1851
 DI1851  STATE/COUNTY-  OH/COSHOCTON
 DI1851  USGS QUAD   -  COSHOCTON (1994)
 DI1851
 DI1851                         *CURRENT SURVEY CONTROL
 DI1851  ___________________________________________________________________
 DI1851* NAD 83(CORS)-  40 17 50.76213(N)    081 50 31.81330(W)     ADJUSTED  
 DI1851* NAVD 88     -                                                        
 DI1851  ___________________________________________________________________
 DI1851  EPOCH DATE  -        2002.00
 DI1851  X           -     691,277.997 (meters)                     COMP
 DI1851  Y           -  -4,822,275.857 (meters)                     COMP
 DI1851  Z           -   4,103,364.359 (meters)                     COMP
 DI1851  ELLIP HEIGHT-         207.77  (meters)          (10/??/06) GPS OBS
 DI1851  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DI1851
 DI1851  HORZ ORDER  -  SPECIAL (CORS)
 DI1851  ELLP ORDER  -  SPECIAL (CORS)
 DI1851
 DI1851.ITRF positions are available for this station.
 DI1851.The coordinates were established by GPS observations
 DI1851.and adjusted by the National Geodetic Survey in October 2006..
 DI1851.The coordinates are valid at the epoch date displayed above.
 DI1851.The epoch date for horizontal control is a decimal equivalence
 DI1851.of Year/Month/Day.
 DI1851
 DI1851
 DI1851.The PID for the CORS ARP is DI1850.
 DI1851
 DI1851.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1851
 DI1851.The ellipsoidal height was determined by GPS observations
 DI1851.and is referenced to NAD 83.
 DI1851
 DI1851.The geoid height was determined by GEOID03.
 DI1851
 DI1851;                    North         East     Units Scale Factor Converg.
 DI1851;SPC OH N     -    70,256.271   655,931.203   MT  1.00002881   +0 25 55.8
 DI1851
 DI1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1851!SPC OH N     -   0.99996741  x   1.00002881  =   0.99999622
 DI1851
 DI1851                          SUPERSEDED SURVEY CONTROL
 DI1851
 DI1851.No superseded survey control is available for this station.
 DI1851
 DI1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2842561111(NAD 83)
 DI1851_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1851
 DI1851                          STATION DESCRIPTION
 DI1851
 DI1851'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1851'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1851'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1851'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1851'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1851'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1408 ***********************************************************************
 MD1408  DESIGNATION -  COTTRELL
 MD1408  PID         -  MD1408
 MD1408  STATE/COUNTY-  OH/PAULDING
 MD1408  USGS QUAD   -  WOODBURN NORTH (1994)
 MD1408
 MD1408                         *CURRENT SURVEY CONTROL
 MD1408  ___________________________________________________________________
 MD1408* NAD 83(1995)-  41 13 21.17113(N)    084 46 32.21565(W)     ADJUSTED  
 MD1408* NAVD 88     -       225.711  (meters)     740.52   (feet)  ADJUSTED  
 MD1408  ___________________________________________________________________
 MD1408  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 MD1408  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MD1408  DYNAMIC HT  -         225.620 (meters)     740.22  (feet)  COMP
 MD1408  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 MD1408
 MD1408  HORZ ORDER  -  SECOND
 MD1408  VERT ORDER  -  SECOND    CLASS 0
 MD1408
 MD1408.The horizontal coordinates were established by classical geodetic methods
 MD1408.and adjusted by the National Geodetic Survey in April 1998..
 MD1408
 MD1408.The orthometric height was determined by differential leveling
 MD1408.and adjusted by the National Geodetic Survey in June 1991..
 MD1408
 MD1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1408
 MD1408.The geoid height was determined by GEOID03.
 MD1408
 MD1408.The dynamic height is computed by dividing the NAVD 88
 MD1408.geopotential number by the normal gravity value computed on the
 MD1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1408.degrees latitude (g = 980.6199 gals.).
 MD1408
 MD1408.The modeled gravity was interpolated from observed gravity values.
 MD1408
 MD1408;                    North         East     Units Scale Factor Converg.
 MD1408;SPC OH N     -   175,263.942   409,218.674   MT  0.99994278   -1 29 41.9
 MD1408;UTM  16      - 4,565,848.107   686,449.743   MT  1.00002786   +1 27 58.5
 MD1408
 MD1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1408!SPC OH N     -   0.99996985  x   0.99994278  =   0.99991263
 MD1408!UTM  16      -   0.99996985  x   1.00002786  =   0.99999771
 MD1408
 MD1408                          SUPERSEDED SURVEY CONTROL
 MD1408
 MD1408  NAD 83(1986)-  41 13 21.17257(N)    084 46 32.23228(W) AD(       ) 2
 MD1408  NAD 27      -  41 13 20.99170(N)    084 46 32.37520(W) AD(       ) 2
 MD1408  NGVD 29 (??/??/92)  225.86   (m)          741.0    (f) COMPUTED    2 0
 MD1408
 MD1408.Superseded values are not recommended for survey control.
 MD1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1408.See file dsdata.txt to determine how the superseded data were derived.
 MD1408
 MD1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8645065848(NAD 83)
 MD1408_MARKER: DS = TRIANGULATION STATION DISK
 MD1408_SETTING: 0 = UNSPECIFIED SETTING
 MD1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1408
 MD1408  HISTORY     - Date     Condition        Report By
 MD1408  HISTORY     - 1963     MONUMENTED       CGS
 MD1408
 MD1408                          STATION DESCRIPTION
 MD1408
 MD1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD1408'STATION IS LOCATED ABOUT 3.0 MILES NORTHWEST OF ANTWERP, OHIO AND 1.5
 MD1408'MILES EAST OF THE
 MD1408'OHIO-INDIANA STATE LINE.  TO REACH THE STATION FROM THE JUNCTION OF
 MD1408'U.S. HIGHWAY 24 AND STATE
 MD1408'HIGHWAY 49 IN ANTWERP, GO 3.0 MILES NORTH ON STATE HIGHWAY
 MD1408'49 TO A CROSSROADS, TURN LEFT AND GO 1.3
 MD1408'MILES WEST ON CARRYALL TOWNSHIP ROAD
 MD1408'220 TO A CROSSROADS.  THE STATION IS LOCATED AT THE
 MD1408'JUNCTION OF CARRYALL TOWNSHIP
 MD1408'ROAD 220 AND CARRYALL TOWNSHIP ROAD 19, 59.9 FEET NORTH OF
 MD1408'TRIANGULATION STATION ANTWERP
 MD1408'1932, 206.2 FEET EAST-SOUTHEAST OF A LARGE OAK TREE, 36.5 FEET
 MD1408'SOUTHEAST OF THE CENTER OF
 MD1408'THE JUNCTION OF THE CROSSROADS, 29.6 FEET SOUTH OF THE CENTER OF
 MD1408'CARRYALL TOWNSHIP ROAD 19.  THE
 MD1408'DISK IS STAMPED COTTRELL 1963, SET IN TOP OF A 10
 MD1408'INCH CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 MD1408'ABOVE AN 8 FOOT ROUND CONCRETE CAMERA
 MD1408'TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1381 ***********************************************************************
 MC1381  DESIGNATION -  COUCH
 MC1381  PID         -  MC1381
 MC1381  STATE/COUNTY-  OH/HENRY
 MC1381  USGS QUAD   -  MC CLURE (1971)
 MC1381
 MC1381                         *CURRENT SURVEY CONTROL
 MC1381  ___________________________________________________________________
 MC1381* NAD 83(1995)-  41 18 18.63633(N)    083 59 56.02588(W)     ADJUSTED  
 MC1381* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1381  ___________________________________________________________________
 MC1381  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 MC1381  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC1381
 MC1381  HORZ ORDER  -  THIRD
 MC1381
 MC1381.The horizontal coordinates were established by classical geodetic methods
 MC1381.and adjusted by the National Geodetic Survey in April 1998..
 MC1381
 MC1381.The orthometric height was scaled from a topographic map.
 MC1381
 MC1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1381
 MC1381.The geoid height was determined by GEOID03.
 MC1381
 MC1381;                    North         East     Units Scale Factor Converg.
 MC1381;SPC OH N     -   183,029.657   474,486.310   MT  0.99994771   -0 59 04.9
 MC1381;UTM  17      - 4,576,974.463   248,940.195   MT  1.00037579   -1 58 49.8
 MC1381;UTM  16      - 4,576,980.858   751,244.661   MT  1.00037693   +1 58 55.1
 MC1381
 MC1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1381!SPC OH N     -   0.99997296  x   0.99994771  =   0.99992067
 MC1381!UTM  17      -   0.99997296  x   1.00037579  =   1.00034874
 MC1381!UTM  16      -   0.99997296  x   1.00037693  =   1.00034988
 MC1381
 MC1381:                Primary Azimuth Mark                     Grid Az
 MC1381:SPC OH N     -  MEIENBERG                                238 19 08.9
 MC1381:UTM  17      -  MEIENBERG                                239 18 53.8
 MC1381:UTM  16      -  MEIENBERG                                235 21 08.9
 MC1381
 MC1381|---------------------------------------------------------------------|
 MC1381| PID    Reference Object                     Distance      Geod. Az  |
 MC1381|                                                           dddmmss.s |
 MC1381| MD1755 MEIENBERG                           APPROX. 1.0 KM 2372004.0 |
 MC1381| MC1380 COUCH 2                              15.404 METERS 35444     |
 MC1381|---------------------------------------------------------------------|
 MC1381
 MC1381                          SUPERSEDED SURVEY CONTROL
 MC1381
 MC1381  NAD 83(1995)-  41 18 18.64498(N)    083 59 56.03012(W) AD(       ) 3
 MC1381  NAD 83(1986)-  41 18 18.64692(N)    083 59 56.03527(W) AD(       ) 3
 MC1381  NAD 27      -  41 18 18.46100(N)    083 59 56.22800(W) AD(       ) 3
 MC1381
 MC1381.Superseded values are not recommended for survey control.
 MC1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1381.See file dsdata.txt to determine how the superseded data were derived.
 MC1381
 MC1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF4894076974(NAD 83)
 MC1381_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1381_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1381_STAMPING: COUCH 1947
 MC1381_MARK LOGO: CGS   
 MC1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1381+STABILITY: SURFACE MOTION
 MC1381
 MC1381  HISTORY     - Date     Condition        Report By
 MC1381  HISTORY     - 1947     MONUMENTED       CGS
 MC1381  HISTORY     - 1948     SEE DESCRIPTION  CGS
 MC1381
 MC1381                          STATION DESCRIPTION
 MC1381
 MC1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1381'THE STATION IS LOCATED ON THE DAVID G. COUCH FARM, 2-1/2 MILES SOUTH
 MC1381'OF GRELTON, AT THE
 MC1381'FENCE CORNER WHICH MARKS THE WEST END OF THE EW 1/2 MILE
 MC1381'LAND SUBDIVISION LINE, SECTION 18,
 MC1381'RICHFIELD TOWNSHIP.
 MC1381'
 MC1381'STATION IS 6.1 METERS E OF THE CENTERLINE OF NS ROAD, 0.6 METER N OF
 MC1381'E FENCE LINE, AND 0.6 METER E OF N FENCE
 MC1381'LINE.
 MC1381'
 MC1381'A STANDARD DISK STAMPED COUCH 1947 IS SET IN THE TOP OF A 10-INCH
 MC1381'DIAMETER CONCRETE
 MC1381'POST.  THE TOP OF THE POST PROTRUDES 4 INCHES ABOVE
 MC1381'THE GROUND SURFACE.
 MC1381
 MC1381                          STATION RECOVERY (1948)
 MC1381
 MC1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LWS)
 MC1381'STATION HAS BEEN DESTROYED AND THE MONUMENT RESTAMPED
 MC1381'COUCH 2 1948 AND
 MC1381'MOVED TO THE NEW LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1380 ***********************************************************************
 MC1380  DESIGNATION -  COUCH 2
 MC1380  PID         -  MC1380
 MC1380  STATE/COUNTY-  OH/HENRY
 MC1380  USGS QUAD   -  MC CLURE (1971)
 MC1380
 MC1380                         *CURRENT SURVEY CONTROL
 MC1380  ___________________________________________________________________
 MC1380* NAD 83(1995)-  41 18 19.13354(N)    083 59 56.08673(W)     ADJUSTED  
 MC1380* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1380  ___________________________________________________________________
 MC1380  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 MC1380  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC1380
 MC1380  HORZ ORDER  -  THIRD
 MC1380
 MC1380.The horizontal coordinates were established by classical geodetic methods
 MC1380.and adjusted by the National Geodetic Survey in April 1998..
 MC1380
 MC1380.The orthometric height was scaled from a topographic map.
 MC1380
 MC1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1380
 MC1380.The geoid height was determined by GEOID03.
 MC1380
 MC1380;                    North         East     Units Scale Factor Converg.
 MC1380;SPC OH N     -   183,045.017   474,485.158   MT  0.99994772   -0 59 05.0
 MC1380;UTM  17      - 4,576,989.848   248,939.311   MT  1.00037579   -1 58 49.9
 MC1380;UTM  16      - 4,576,996.145   751,242.716   MT  1.00037692   +1 58 55.1
 MC1380
 MC1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1380!SPC OH N     -   0.99997296  x   0.99994772  =   0.99992068
 MC1380!UTM  17      -   0.99997296  x   1.00037579  =   1.00034874
 MC1380!UTM  16      -   0.99997296  x   1.00037692  =   1.00034987
 MC1380
 MC1380                          SUPERSEDED SURVEY CONTROL
 MC1380
 MC1380  NAD 83(1995)-  41 18 19.14219(N)    083 59 56.09097(W) AD(       ) 3
 MC1380  NAD 83(1986)-  41 18 19.14413(N)    083 59 56.09612(W) AD(       ) 3
 MC1380  NAD 27      -  41 18 18.95800(N)    083 59 56.28900(W) AD(       ) 3
 MC1380
 MC1380.Superseded values are not recommended for survey control.
 MC1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1380.See file dsdata.txt to determine how the superseded data were derived.
 MC1380
 MC1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF4893976990(NAD 83)
 MC1380_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1380_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1380_STAMPING: COUCH 2 1948
 MC1380_MARK LOGO: CGS   
 MC1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1380+STABILITY: SURFACE MOTION
 MC1380
 MC1380  HISTORY     - Date     Condition        Report By
 MC1380  HISTORY     - 1948     MONUMENTED       CGS
 MC1380  HISTORY     - 1963     GOOD             CGS
 MC1380
 MC1380                          STATION DESCRIPTION
 MC1380
 MC1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LWS)
 MC1380'THE STATION IS LOCATED ON THE DAVID G. COUCH FARM 2-1/2 MILES SOUTH
 MC1380'OF GRELTON, OHIO.
 MC1380'IT IS 1.02 M. SOUTH OF THE SOUTH SIDE OF A CONCRETE
 MC1380'CATCH BASIN WHICH IS IN RANGE WITH
 MC1380'THE CENTERLINE OF THE EW DITCH RUNNING
 MC1380'WEST FROM THE NS DITCH ON THE WEST SIDE OF THE NS
 MC1380'SECTION ROAD.
 MC1380'THIS DITCH MARKS THE EW 1/2 MILE LAND SUBDIVISION LINE OF SECTION
 MC1380'13, MONROE
 MC1380'TOWNSHIP.  THE STATION IS ON THE SHOULDER OF THE NS SECTION ROAD
 MC1380'5.1 M. EAST OF THE
 MC1380'CENTERLINE, IN SECTION 18, RICHFIELD TOWNSHIP.  IT
 MC1380'IS 15.5 M. NORTH OF THE EW 1/2 MILE
 MC1380'LAND SUBDIVISION LINE OF THIS SECTION.
 MC1380'
 MC1380'STATION IS 38.9 METERS S OF A LONE TREE.
 MC1380'
 MC1380'A STANDARD DISK STAMPED COUCH 2 1948 IS SET IN THE TOP OF A
 MC1380'10-INCH DIAMETER
 MC1380'CONCRETE POST.  THE TOP OF THE POST PROTRUDES 4 INCHES
 MC1380'ABOVE THE GROUND.
 MC1380
 MC1380                          STATION RECOVERY (1963)
 MC1380
 MC1380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1380'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1380'EXCEPTION--THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA
 MC1380'TARGET 7 FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0183 ***********************************************************************
 MD0183  DESIGNATION -  COUNCIL
 MD0183  PID         -  MD0183
 MD0183  STATE/COUNTY-  OH/DEFIANCE
 MD0183  USGS QUAD   -  DEFIANCE WEST (1977)
 MD0183
 MD0183                         *CURRENT SURVEY CONTROL
 MD0183  ___________________________________________________________________
 MD0183* NAD 83(1995)-  41 16 39.29404(N)    084 23 06.65838(W)     ADJUSTED  
 MD0183* NAVD 88     -       215.147  (meters)     705.86   (feet)  POSTED    
 MD0183  ___________________________________________________________________
 MD0183  X           -     469,676.929 (meters)                     COMP
 MD0183  Y           -  -4,777,414.069 (meters)                     COMP
 MD0183  Z           -   4,185,758.928 (meters)                     COMP
 MD0183  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 MD0183  ELLIP HEIGHT-         180.64  (meters)          (10/07/05) GPS OBS
 MD0183  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 MD0183  DYNAMIC HT  -         215.060 (meters)     705.58  (feet)  COMP
 MD0183  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 MD0183
 MD0183  HORZ ORDER  -  FIRST
 MD0183  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0183  ELLP ORDER  -  THIRD     CLASS I
 MD0183
 MD0183.The horizontal coordinates were established by GPS observations
 MD0183.and adjusted by the National Geodetic Survey in November 1999..
 MD0183
 MD0183.The orthometric height was determined by differential leveling
 MD0183.and adjusted by the National Geodetic Survey in 1992..
 MD0183.No vertical observational check was made to the station.
 MD0183.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0183.was located on a no-check spur therefore a value was not computed.
 MD0183
 MD0183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0183
 MD0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0183
 MD0183.The ellipsoidal height was determined by GPS observations
 MD0183.and is referenced to NAD 83.
 MD0183
 MD0183.The geoid height was determined by GEOID03.
 MD0183
 MD0183.The dynamic height is computed by dividing the NAVD 88
 MD0183.geopotential number by the normal gravity value computed on the
 MD0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0183.degrees latitude (g = 980.6199 gals.).
 MD0183
 MD0183.The modeled gravity was interpolated from observed gravity values.
 MD0183
 MD0183;                    North         East     Units Scale Factor Converg.
 MD0183;SPC OH N     -   180,593.382   442,077.935   MT  0.99994583   -1 14 18.5
 MD0183;UTM  16      - 4,572,869.895   718,994.927   MT  1.00019027   +1 43 32.5
 MD0183
 MD0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0183!SPC OH N     -   0.99997167  x   0.99994583  =   0.99991750
 MD0183!UTM  16      -   0.99997167  x   1.00019027  =   1.00016193
 MD0183
 MD0183|---------------------------------------------------------------------|
 MD0183| PID    Reference Object                     Distance      Geod. Az  |
 MD0183|                                                           dddmmss.s |
 MD0183| MD0184 COUNCIL RM 1                         44.260 METERS 02832     |
 MD0183| MD1767 DEFIANCE NORTH MUNICIPAL TANK       APPROX. 2.7 KM 0352424.5 |
 MD0183| MD1770 DEFIANCE FIBER GLASS CO TANK        APPROX. 4.8 KM 0541042.0 |
 MD0183| MD1771 DEFIANCE W MUNICIPAL TK             156.901 METERS 06930     |
 MD0183| MD0182 COUNCIL RM 3                        148.529 METERS 07201     |
 MD0183| MD1768 DEFIANCE GM CORP WATER TANK         APPROX. 6.1 KM 0823323.3 |
 MD0183| MD1769 DEFIANCE EAST MUNICIPAL TANK        APPROX. 2.9 KM 0845001.0 |
 MD0183| MD0185 COUNCIL RM 2                         29.203 METERS 26026     |
 MD0183| MD1772 DEFIANCE RADIO STA WONW S MAST      APPROX. 1.0 KM 2732641.0 |
 MD0183| MD1774 DEFIANCE RADIO STA WONW N MAST      APPROX. 1.0 KM 2842212.7 |
 MD0183| MD1773 AIRPORT BEACON DEFIANCE APT         APPROX. 7.2 KM 3304249.1 |
 MD0183|---------------------------------------------------------------------|
 MD0183
 MD0183                          SUPERSEDED SURVEY CONTROL
 MD0183
 MD0183  ELLIP H (11/30/99)  180.67   (m)                       GP(       ) 3 1
 MD0183  NAD 83(1995)-  41 16 39.29698(N)    084 23 06.65612(W) AD(       ) 2
 MD0183  NAD 83(1995)-  41 16 39.30216(N)    084 23 06.67203(W) AD(       ) 2
 MD0183  NAD 83(1986)-  41 16 39.30252(N)    084 23 06.67242(W) AD(       ) 2
 MD0183  NAD 27      -  41 16 39.13060(N)    084 23 06.86710(W) AD(       ) 2
 MD0183  NAVD 88 (11/30/99)  215.15   (m)          705.9    (f) LEVELING    3  
 MD0183  NGVD 29 (??/??/92)  215.331  (m)          706.47   (f) ADJ UNCH    2 0
 MD0183
 MD0183.Superseded values are not recommended for survey control.
 MD0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0183.See file dsdata.txt to determine how the superseded data were derived.
 MD0183
 MD0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1899572870(NAD 83)
 MD0183_MARKER: DS = TRIANGULATION STATION DISK
 MD0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0183_STAMPING: COUNCIL 1963
 MD0183_MARK LOGO: CGS   
 MD0183_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0183+STABILITY: SURFACE MOTION
 MD0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0183+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1998
 MD0183
 MD0183  HISTORY     - Date     Condition        Report By
 MD0183  HISTORY     - 1963     MONUMENTED       CGS
 MD0183  HISTORY     - 1963     GOOD             CGS
 MD0183  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MD0183  HISTORY     - 19980403 GOOD             JCAND
 MD0183
 MD0183                          STATION DESCRIPTION
 MD0183
 MD0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD0183'THE STATION IS LOCATED ON THE LAWN OF THE CITY WATER FILTRATION PLANT
 MD0183'ON THE NORTH SIDE OF U.S.
 MD0183'HIGHWAY 24 AT THE WEST EDGE OF DEFIANCE, IN THE NORTHEAST 1/4 OF SEC.
 MD0183'27, T. 4 N., R. 5 E.  IT IS 149
 MD0183'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WATER FILTRATION
 MD0183'PLANT, 149 FEET SOUTHEAST OF THE SOUTHEAST
 MD0183'CORNER OF THE STATE HIGHWAY GARAGE BUILDING,
 MD0183'94 FEET SOUTHEAST OF A FIRE HYDRANT, 84 FEET SOUTH OF A 12
 MD0183'INCH PINE TREE, 77 FEET
 MD0183'SOUTHWEST OF A 14 INCH ELM TREE, 75 FEET EAST OF THE CENTERLINE OF A
 MD0183'DRIVEWAY, AND 58 FEET NORTH OF THE
 MD0183'CENTERLINE OF U.S. HIGHWAY 24.  THE MONUMENT PROJECTS 1 INCH ABOVE AN
 MD0183'8 FOOT CIRCLE OF WHITE CONCRETE THAT
 MD0183'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MD0183'COUNCIL 1963.
 MD0183'
 MD0183'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COUNCIL NO 1 1963,
 MD0183'CEMENTED IN A DRILLED
 MD0183'HOLE IN THE WEST END OF THE FIRST CONCRETE STEP OF THE SOUTHWEST
 MD0183'ENTRANCE TO THE FILTRATION PLANT.
 MD0183'
 MD0183'REFERENCE MARK 2 IS 117 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 MD0183'STATE HIGHWAY GARAGE
 MD0183'BUILDING, 51 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 24, 21 FEET
 MD0183'WEST OF THE CENTERLINE OF THE
 MD0183'DRIVEWAY, AND 1 FOOT NORTH OF A POWER POLE.  THE MONUMENT PROJECTS
 MD0183'1 INCH AND THE DISK IS STAMPED COUNCIL
 MD0183'NO 2 1963.
 MD0183'
 MD0183'REFERENCE MARK 3 IS A STANDARD DISK STAMPED COUNCIL NO 3 1963,
 MD0183'CEMENTED IN A DRILLED
 MD0183'HOLE IN THE SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE FOOTING OF THE
 MD0183'WATER TANK.  IT IS 261 FEET EAST
 MD0183'OF THE SOUTHEAST CORNER OF THE FILTRATION PLANT, 146 FEET
 MD0183'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 24,
 MD0183'AND 80 FEET WEST OF THE CENTERLINE OF A
 MD0183'DRIVEWAY.
 MD0183'
 MD0183'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 MD0183
 MD0183                          STATION RECOVERY (1963)
 MD0183
 MD0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0183'1.5 MI SW FROM DEFIANCE.
 MD0183'LOCATED 1.5 MILES SOUTHWEST OF THE COUNTY COURTHOUSE IN DEFIANCE
 MD0183'ON THE NORTH SIDE OF U.S. HIGHWAY 24 IN THE LAWN OF THE CITY
 MD0183'WATER FILTRATION PLANT.  IT IS 487.3 FEET WEST OF THE SOUTHWEST
 MD0183'LEG OF THE DEFIANCE MUNICIPAL WATER TANK, 149.0 FEET SOUTHWEST
 MD0183'OF THE SOUTHWEST CORNER OF THE FILTRATION PLANT, 149.0 FEET
 MD0183'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CITY EQUIPMENT GARAGE
 MD0183'BUILDING, 94.0 FEET SOUTHEAST OF A FIRE HYDRANT, 84.0 FEET
 MD0183'SOUTH OF A 12 INCH PINE TREE, 77.0 FEET SOUTHWEST OF A 14 INCH
 MD0183'ELM TREE, 75.0 FEET EAST OF THE CENTERLINE OF A DRIVEWAY AND
 MD0183'58.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 24, A STANDARD
 MD0183'TRIANGULATION STATION DISK STAMPED COUNCIL 1963, SET IN THE TOP
 MD0183'OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE
 MD0183'AN 8.0 FOOT DIAMETER CONCRETE CAMERA TARGET.
 MD0183
 MD0183                          STATION RECOVERY (1984)
 MD0183
 MD0183'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MD0183'COUNCIL 1963 COULD NOT FIND.
 MD0183'
 MD0183'AREA HAS BEEN DUG-UP FOR SEWERS AND POWER LINES.  COULD NOT FIND
 MD0183'UNLES ITS BURIED UNDER LAWN.
 MD0183'
 MD0183'COUNCIL RM 1 1963 FOUND GONE.
 MD0183'
 MD0183'DESCRIPTION TELLS OF MARK ON STEPS TO BUILDING STEPS WERE TORN OUT
 MD0183'AND REPLACED IN MID 1970S MARK WAS DESTROYED THEN.  MAN WORKING AT
 MD0183'FILTRATION PLANT SAID IT WAS REPORTED TO C.G.S. AT THAT TIME.
 MD0183'
 MD0183'COUNCIL RM 2 1963 COULD NOT FIND IN AREA.
 MD0183'
 MD0183'BURIED OR DUG-UP.
 MD0183'
 MD0183'COUNCIL RM 3 1963 RECOVERED GOOD.
 MD0183
 MD0183                          STATION RECOVERY (1998)
 MD0183
 MD0183'RECOVERY NOTE BY JC ANDRUS ASSOC 1998 (DAA)
 MD0183'LOCATED IN SECTION 27, TOWN 4 NORTH, RANGE 4 EAST, CITY OF DEFIANCE,
 MD0183'DEFIANCE COUNTY, OHIO.  TO REACH FROM THE DEFIANCE COUNTY COURT HOUSE
 MD0183'PROCEED SOUTHERLY ON STATE ROUTE 111 0.1 MILES (0.2 KM) TO THIRD
 MD0183'STREET (STATE ROUTE 424) .  PROCEED WESTERLY ON STATE ROUTE 424 0.6
 MD0183'MILES (1.0 KM) TO THE DEFIANCE WATER TREATMENT PLANT.  MARK IS LOCATED
 MD0183'IN A GRASSEY AREA JUST WEST OF THE PLANT.  MARK IS A BRASS DISK SET IN
 MD0183'CONCRETE BEING 44.5 FEET (13.6 M) WESTERLY OF THE SOUTHWESTERLY CORNER
 MD0183'OF THE WATER TREATMENT PLANT, 58 FEET (17.7 M) NORTHERLY OF THE
 MD0183'CENTERLINE OF STATE ROUTE 424, 95.6 FEET (29.1 M) EASTERLY OF COUNCIL
 MD0183'NO.  2 1963 AZIMUTH, AND 21.5 FEET (6.6 M) NORTHERLY OF THE CENTERLINE
 MD0183'OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0184 ***********************************************************************
 MD0184  DESIGNATION -  COUNCIL RM 1
 MD0184  PID         -  MD0184
 MD0184  STATE/COUNTY-  OH/DEFIANCE
 MD0184  USGS QUAD   -  DEFIANCE WEST (1977)
 MD0184
 MD0184                         *CURRENT SURVEY CONTROL
 MD0184  ___________________________________________________________________
 MD0184* NAD 83(1986)-  41 16 39.     (N)    084 23 07.     (W)     SCALED    
 MD0184* NAVD 88     -       215.437  (meters)     706.81   (feet)  POSTED    
 MD0184  ___________________________________________________________________
 MD0184  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 MD0184  DYNAMIC HT  -         215.350 (meters)     706.53  (feet)  COMP
 MD0184  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 MD0184
 MD0184  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0184
 MD0184.The horizontal coordinates were scaled from a topographic map and have
 MD0184.an estimated accuracy of +/- 6 seconds.
 MD0184
 MD0184.The orthometric height was determined by differential leveling
 MD0184.and adjusted by the National Geodetic Survey in 1992..
 MD0184.No vertical observational check was made to the station.
 MD0184.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0184.was located on a no-check spur therefore a value was not computed.
 MD0184
 MD0184.The geoid height was determined by GEOID03.
 MD0184
 MD0184.The dynamic height is computed by dividing the NAVD 88
 MD0184.geopotential number by the normal gravity value computed on the
 MD0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0184.degrees latitude (g = 980.6199 gals.).
 MD0184
 MD0184.The modeled gravity was interpolated from observed gravity values.
 MD0184
 MD0184;                    North         East    Units  Estimated Accuracy
 MD0184;SPC OH N     -   180,580.      442,070.      MT  (+/- 180 meters Scaled)
 MD0184
 MD0184                          SUPERSEDED SURVEY CONTROL
 MD0184
 MD0184  NGVD 29 (??/??/92)  215.622  (m)          707.42   (f) ADJ UNCH    2 0
 MD0184
 MD0184.Superseded values are not recommended for survey control.
 MD0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0184.See file dsdata.txt to determine how the superseded data were derived.
 MD0184
 MD0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL189728(NAD 83)
 MD0184_MARKER: DR = REFERENCE MARK DISK
 MD0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0184_SP_SET: STEP
 MD0184_STAMPING: COUNCIL NO 1 1963
 MD0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0184
 MD0184  HISTORY     - Date     Condition        Report By
 MD0184  HISTORY     - 1963     MONUMENTED       CGS
 MD0184
 MD0184                          STATION DESCRIPTION
 MD0184
 MD0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0184'1.5 MI SW FROM DEFIANCE.
 MD0184'LOCATED 1.5 MILES SOUTHWEST OF THE COUNTY COURTHOUSE IN DEFIANCE
 MD0184'ON THE NORTH SIDE OF U.S. HIGHWAY 24 IN THE FIRST STEP OF THE
 MD0184'SOUTHWEST ENTRANCE OF THE CITY FILTRATION (WATER) PLANT.  145.2
 MD0184'FEET NORTHEAST OF CAMERA TARGET COUNCIL.  A STANDARD REFERENCE
 MD0184'MARK DISK STAMPED COUNCIL NO 1 1963, IS SET IN A DRILL HOLE IN
 MD0184'STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0185 ***********************************************************************
 MD0185  DESIGNATION -  COUNCIL RM 2
 MD0185  PID         -  MD0185
 MD0185  STATE/COUNTY-  OH/DEFIANCE
 MD0185  USGS QUAD   -  DEFIANCE WEST (1977)
 MD0185
 MD0185                         *CURRENT SURVEY CONTROL
 MD0185  ___________________________________________________________________
 MD0185* NAD 83(1986)-  41 16 40.     (N)    084 23 09.     (W)     SCALED    
 MD0185* NAVD 88     -       215.200  (meters)     706.04   (feet)  POSTED    
 MD0185  ___________________________________________________________________
 MD0185  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 MD0185  DYNAMIC HT  -         215.110 (meters)     705.74  (feet)  COMP
 MD0185  MODELED GRAV-     980,199.6   (mgal)                       NAVD 88
 MD0185
 MD0185  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0185
 MD0185.The horizontal coordinates were scaled from a topographic map and have
 MD0185.an estimated accuracy of +/- 6 seconds.
 MD0185
 MD0185.The orthometric height was determined by differential leveling
 MD0185.and adjusted by the National Geodetic Survey in 1992..
 MD0185.No vertical observational check was made to the station.
 MD0185.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0185.was located on a no-check spur therefore a value was not computed.
 MD0185
 MD0185.The geoid height was determined by GEOID03.
 MD0185
 MD0185.The dynamic height is computed by dividing the NAVD 88
 MD0185.geopotential number by the normal gravity value computed on the
 MD0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0185.degrees latitude (g = 980.6199 gals.).
 MD0185
 MD0185.The modeled gravity was interpolated from observed gravity values.
 MD0185
 MD0185;                    North         East    Units  Estimated Accuracy
 MD0185;SPC OH N     -   180,620.      442,020.      MT  (+/- 180 meters Scaled)
 MD0185
 MD0185                          SUPERSEDED SURVEY CONTROL
 MD0185
 MD0185  NGVD 29 (??/??/92)  215.384  (m)          706.64   (f) ADJ UNCH    2 0
 MD0185
 MD0185.Superseded values are not recommended for survey control.
 MD0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0185.See file dsdata.txt to determine how the superseded data were derived.
 MD0185
 MD0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL189728(NAD 83)
 MD0185_MARKER: DR = REFERENCE MARK DISK
 MD0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0185_STAMPING: COUNCIL NO 2 1963
 MD0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0185+STABILITY: SURFACE MOTION
 MD0185
 MD0185  HISTORY     - Date     Condition        Report By
 MD0185  HISTORY     - 1963     MONUMENTED       CGS
 MD0185
 MD0185                          STATION DESCRIPTION
 MD0185
 MD0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0185'1.5 MI SW FROM DEFIANCE.
 MD0185'LOCATED 1.5 MILES SOUTHWEST OF THE COUNTY COURTHOUSE IN DEFIANCE
 MD0185'ON THE NORTH SIDE OF U.S. HIGHWAY 24 ON THE WEST SIDE OF THE
 MD0185'DRIVEWAY LEADING TO THE CITY EQUIPMENT GARAGE.  IT IS 117.0 FEET
 MD0185'SOUTH OF THE SOUTHEAST CORNER OF THE CITY EQUIPMENT GARAGE, 95.8
 MD0185'FEET WEST OF CAMERA TARGET COUNCIL, 51.0 FEET NORTH OF THE CENTER
 MD0185'LINE OF U.S. HIGHWAY 24, 21.0 FEET WEST OF THE CENTERLINE OF A
 MD0185'DRIVEWAY AND 1 FOOT NORTH OF A POWER POLE.  A STANDARD DISK
 MD0185'(REFERENCE MARK) STAMPED COUNCIL NO 1 1963, SET IN A 12 INCH
 MD0185'ROUND CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0182 ***********************************************************************
 MD0182  DESIGNATION -  COUNCIL RM 3
 MD0182  PID         -  MD0182
 MD0182  STATE/COUNTY-  OH/DEFIANCE
 MD0182  USGS QUAD   -  DEFIANCE WEST (1977)
 MD0182
 MD0182                         *CURRENT SURVEY CONTROL
 MD0182  ___________________________________________________________________
 MD0182* NAD 83(1986)-  41 16 40.     (N)    084 23 04.     (W)     SCALED    
 MD0182* NAVD 88     -       215.563  (meters)     707.23   (feet)  POSTED    
 MD0182  ___________________________________________________________________
 MD0182  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 MD0182  DYNAMIC HT  -         215.470 (meters)     706.92  (feet)  COMP
 MD0182  MODELED GRAV-     980,199.4   (mgal)                       NAVD 88
 MD0182
 MD0182  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0182
 MD0182.The horizontal coordinates were scaled from a topographic map and have
 MD0182.an estimated accuracy of +/- 6 seconds.
 MD0182
 MD0182.The orthometric height was determined by differential leveling
 MD0182.and adjusted by the National Geodetic Survey in 1992..
 MD0182.No vertical observational check was made to the station.
 MD0182.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0182.was located on a no-check spur therefore a value was not computed.
 MD0182
 MD0182.The geoid height was determined by GEOID03.
 MD0182
 MD0182.The dynamic height is computed by dividing the NAVD 88
 MD0182.geopotential number by the normal gravity value computed on the
 MD0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0182.degrees latitude (g = 980.6199 gals.).
 MD0182
 MD0182.The modeled gravity was interpolated from observed gravity values.
 MD0182
 MD0182;                    North         East    Units  Estimated Accuracy
 MD0182;SPC OH N     -   180,610.      442,140.      MT  (+/- 180 meters Scaled)
 MD0182
 MD0182                          SUPERSEDED SURVEY CONTROL
 MD0182
 MD0182  NGVD 29 (??/??/92)  215.747  (m)          707.83   (f) ADJ UNCH    2 0
 MD0182
 MD0182.Superseded values are not recommended for survey control.
 MD0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0182.See file dsdata.txt to determine how the superseded data were derived.
 MD0182
 MD0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL190728(NAD 83)
 MD0182_MARKER: DR = REFERENCE MARK DISK
 MD0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0182_SP_SET: WATER TANK BASE
 MD0182_STAMPING: COUNCIL NO 3 1963
 MD0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0182
 MD0182  HISTORY     - Date     Condition        Report By
 MD0182  HISTORY     - 1963     MONUMENTED       CGS
 MD0182
 MD0182                          STATION DESCRIPTION
 MD0182
 MD0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0182'1.5 MI SW FROM DEFIANCE.
 MD0182'LOCATED 1.5 MILES SOUTHWEST OF THE COUNTY COURTHOUSE IN DEFIANCE
 MD0182'ON THE NORTH SIDE OF U.S. HIGHWAY 24 IN SOUTHWEST CORNER OF THE
 MD0182'FOOTING OF THE SOUTHWEST LEG OF THE DEFIANCE MUNICIPAL WATER
 MD0182'TANK.  IT IS 487.3 FEET EAST OF CAMERA TARGET COUNCIL, 261.0 FEET
 MD0182'EAST OF THE SOUTHEAST CORNER OF THE FILTRATION PLANT, 146.0 FEET
 MD0182'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 24 AND 80.0 FEET WEST OF
 MD0182'THE CENTERLINE OF U.S. HIGHWAY 24.  A STANDARD REFERENCE MARK
 MD0182'DISK STAMPED COUNCIL NO 3 1963, SET IN A DRILL HOLE IN SOUTHWEST
 MD0182'BASE OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1574 ***********************************************************************
 KY1574  DESIGNATION -  COUNTY
 KY1574  PID         -  KY1574
 KY1574  STATE/COUNTY-  OH/WAYNE
 KY1574  USGS QUAD   -  WOOSTER (1994)
 KY1574
 KY1574                         *CURRENT SURVEY CONTROL
 KY1574  ___________________________________________________________________
 KY1574* NAD 83(1995)-  40 47 57.94563(N)    081 57 45.36636(W)     ADJUSTED  
 KY1574* NAVD 88     -       272.194  (meters)     893.02   (feet)  ADJUSTED  
 KY1574  ___________________________________________________________________
 KY1574  X           -     676,076.701 (meters)                     COMP
 KY1574  Y           -  -4,787,857.858 (meters)                     COMP
 KY1574  Z           -   4,145,743.670 (meters)                     COMP
 KY1574  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 KY1574  ELLIP HEIGHT-         239.11  (meters)          (09/23/04) GPS OBS
 KY1574  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KY1574  DYNAMIC HT  -         272.072 (meters)     892.62  (feet)  COMP
 KY1574  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 KY1574
 KY1574  HORZ ORDER  -  B
 KY1574  VERT ORDER  -  SECOND    CLASS 0
 KY1574  ELLP ORDER  -  FOURTH    CLASS I
 KY1574
 KY1574.This is a reference station for the WOOSTER
 KY1574.National Continuously Operating Reference Station (WOOS).
 KY1574
 KY1574.The horizontal coordinates were established by GPS observations
 KY1574.and adjusted by the National Geodetic Survey in September 2004..
 KY1574
 KY1574.The orthometric height was determined by differential leveling
 KY1574.and adjusted by the National Geodetic Survey in June 1991..
 KY1574
 KY1574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY1574
 KY1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1574
 KY1574.The ellipsoidal height was determined by GPS observations
 KY1574.and is referenced to NAD 83.
 KY1574
 KY1574.The geoid height was determined by GEOID03.
 KY1574
 KY1574.The dynamic height is computed by dividing the NAVD 88
 KY1574.geopotential number by the normal gravity value computed on the
 KY1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1574.degrees latitude (g = 980.6199 gals.).
 KY1574
 KY1574.The modeled gravity was interpolated from observed gravity values.
 KY1574
 KY1574;                    North         East     Units Scale Factor Converg.
 KY1574;SPC OH N     -   125,928.284   645,348.331   MT  0.99995004   +0 21 11.0
 KY1574;UTM  17      - 4,516,937.932   418,798.239   MT  0.99968116   -0 37 44.4
 KY1574
 KY1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1574!SPC OH N     -   0.99996249  x   0.99995004  =   0.99991254
 KY1574!UTM  17      -   0.99996249  x   0.99968116  =   0.99964367
 KY1574
 KY1574|---------------------------------------------------------------------|
 KY1574| PID    Reference Object                     Distance      Geod. Az  |
 KY1574|                                                           dddmmss.s |
 KY1574| CC9808 COUNTY RM 1                          23.026 METERS 03656     |
 KY1574| KY3511 WOOSTER MUNICIPAL TANK              APPROX. 3.5 KM 0483950.9 |
 KY1574| KY1584 STATE                               APPROX. 3.6 KM 1305944.9 |
 KY1574| CC9807 COUNTY AZ MK RESET                                 1875924.6 |
 KY1574| CC9806 COUNTY AZ MK                                       1875924.6 |
 KY1574| CC9809 COUNTY RM 2                          48.828 METERS 29850     |
 KY1574|---------------------------------------------------------------------|
 KY1574
 KY1574                          SUPERSEDED SURVEY CONTROL
 KY1574
 KY1574  NAD 83(1995)-  40 47 57.94489(N)    081 57 45.36781(W) AD(       ) 2
 KY1574  NAD 83(1986)-  40 47 57.95250(N)    081 57 45.37323(W) AD(       ) 2
 KY1574  NAD 27      -  40 47 57.74751(N)    081 57 45.85078(W) AD(       ) 2
 KY1574  NAVD 88 (09/23/04)  272.19   (m)          893.0    (f) LEVELING    3  
 KY1574  NGVD 29 (??/??/92)  272.404  (m)          893.71   (f) ADJ UNCH    2 0
 KY1574
 KY1574.Superseded values are not recommended for survey control.
 KY1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1574.See file dsdata.txt to determine how the superseded data were derived.
 KY1574
 KY1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF1879816938(NAD 83)
 KY1574_MARKER: DS = TRIANGULATION STATION DISK
 KY1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1574_STAMPING: COUNTY 1959
 KY1574_MARK LOGO: CGS   
 KY1574_PROJECTION: FLUSH
 KY1574_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1574+STABILITY: SURFACE MOTION
 KY1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1574+SATELLITE: SATELLITE OBSERVATIONS - 2003
 KY1574
 KY1574  HISTORY     - Date     Condition        Report By
 KY1574  HISTORY     - 1959     MONUMENTED       CGS
 KY1574  HISTORY     - 1959     GOOD             CGS
 KY1574  HISTORY     - 1961     SEE DESCRIPTION  CGS
 KY1574  HISTORY     - 1970     GOOD             NGS
 KY1574  HISTORY     - 1971     GOOD             OHDT
 KY1574  HISTORY     - 2003     GOOD             OHDT
 KY1574
 KY1574                          STATION DESCRIPTION
 KY1574
 KY1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY1574'THE STATION IS ABOUT 1.2 MILES WEST OF THE SQUARE IN WOOSTER, ON THE
 KY1574'NORTH SIDE OF U.S. HIGHWAY 30,
 KY1574'IN SECTION 5, T 15 N, R 13 W AND AT THE SOUTHEAST CORNER OF A FENCED
 KY1574'IN LOT OWNED BY AN OIL COMPANY (MR.
 KY1574'J.J. MORGAN IS THE PRESIDENT OF THE COMPANY.)
 KY1574'
 KY1574'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 250 AND 30 IN
 KY1574'WOOSTER, GO WEST ON U.S.
 KY1574'HIGHWAY 30 FOR 1.2 MILES TO THE SOUTHEAST CORNER OF A HURRICANE FENCE
 KY1574'AND THE STATION ON THE RIGHT.
 KY1574'
 KY1574'THE STATION MARKS ARE STANDARD DISKS STAMPED COUNTY 1959.  THE
 KY1574'SURFACE DISK IS SET IN A SQUARE
 KY1574'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KY1574'93 FEET EAST OF THE CENTER OF A
 KY1574'METAL GATE, 44 FEET WEST OF THE SOUTHWEST CORNER OF A SERVICE
 KY1574'STATION, 37 FEET NORTH OF THE PAINTED
 KY1574'CENTER LINE OF U.S. HIGHWAY 30 AND 2 FEET NORTH
 KY1574'OF A METAL CORNER FENCE POST.  THE UNDERGROUND DISK IS
 KY1574'SET IN AN IRREGULAR MASS OF CONCRETE 30
 KY1574'INCHES BELOW THE SURFACE OF THE GROUND.
 KY1574'
 KY1574'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COUNTY NO 1 1959, IS
 KY1574'CEMENTED IN A DRILL HOLE IN
 KY1574'THE SOUTHEAST CORNER OF A CEMENT PATIO.  IT IS 24.5 FEET NORTH OF THE
 KY1574'NORTHWEST CORNER OF THE SERVICE
 KY1574'STATION AND 16.5 FEET WEST OF THE NORTHWEST CORNER OF
 KY1574'THE CONCRETE BLOCK SERVICE STATION.
 KY1574'
 KY1574'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COUNTY NO 2 1959, IS
 KY1574'CEMENTED IN A DRILL HOLE AT
 KY1574'THE SOUTH EDGE OF A CONCRETE ENTRANCE TO A GARAGE BUILDING.  IT IS 17
 KY1574'FEET NORTH OF THE SOUTHEAST CORNER OF
 KY1574'THE GARAGE AND 7 FEET SOUTH OF THE CENTER OF THE
 KY1574'GARAGE DOOR.
 KY1574'
 KY1574'AZIMUTH MARK, A STANDARD DISK STAMPED COUNTY 1959, IS SET IN A SQUARE
 KY1574'CONCRETE POST WHICH PROJECTS 6
 KY1574'INCHES.  IT IS 25 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD AND
 KY1574'1.5 FEET EAST OF A TELEPHONE POLE.
 KY1574'A STANDARD METAL WITNESS POST WAS SET 1.5 FEET EAST
 KY1574'OF THE MARK.
 KY1574'
 KY1574'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY
 KY1574'30 FOR 0.7 MILE TO A SIDE
 KY1574'ROAD ON THE RIGHT (MARATHON SERVICE STATION IN THE SOUTHEAST CORNER).
 KY1574'TURN RIGHT AND GO 0.2 MILE TO A
 KY1574'T-INTERSECTION.  BEAR RIGHT AND GO SOUTH ON COUNTY
 KY1574'ROUTE 174 FOR 0.95 MILE TO A CROSSROAD.  TURN
 KY1574'RIGHT AND GO WEST ON COUNTY ROUTE 139 FOR
 KY1574'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KY1574'
 KY1574'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 KY1574
 KY1574                          STATION RECOVERY (1959)
 KY1574
 KY1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KY1574'AT WOOSTER.
 KY1574'AT WOOSTER, ABOUT 1.25 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE
 KY1574'COURT HOUSE, IN THE CORNER OF STEEL FENCE AT THE SOUTHEAST CORNER
 KY1574'OF LOT OF BURTON-MORGAN AND STEPHENS CO., 36 FEET NORTH OF CENTER
 KY1574'LINE OF HIGHWAY, 2 FEET NORTH OF FENCE CORNER, 1 FOOT WEST OF
 KY1574'NORTH-SOUTH FENCE LINE, 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN
 KY1574'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KY1574
 KY1574                          STATION RECOVERY (1961)
 KY1574
 KY1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 KY1574'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.  ON
 KY1574'ACCOUNT OF PROPOSED ROAD
 KY1574'CONSTRUCTION WHICH INCLUDES RELOCATION OF NO. 30 U. S. HIGHWAY TO
 KY1574'PASS S OF THE MARK AN ESTIMATED
 KY1574'QUARTER-MILE AND AROUND THE S SIDE OF THE CITY, IT WAS NECESSARY TO
 KY1574'MOVE THE AZIMUTH MARK EXACTLY ON THE
 KY1574'PRECIOUSLY ESTABLISHED AZIMUTH LINE TO A POINT ON THE S
 KY1574'SIDE OT HEYL ROAD.
 KY1574'
 KY1574'TO REACH THE STATION FROM THE COURTHOUSE IN WOOSTER, GO W ON LIBERTY
 KY1574'STREET 1.2 MILES TO TOP OF HILL
 KY1574'OVERLOOKING VALLEY TO W AND S AND THE STATION IS ON THE N SIDE OF THE
 KY1574'ROAD.
 KY1574'
 KY1574'AZIMUTH MARK STAMPED COUNTY RESET 1961, NOTE 16B, PROJECTS 0.3 FOOT
 KY1574'IS AN ESTIMATED MILE S OF THE
 KY1574'STATION, 0.35 MILE W OF THE INTERSECTION OF COLUMBUS AVENUE AND HEYL
 KY1574'ROAD, AN ESTIMATED 200 YARDS E OF THE
 KY1574'TOP OF THE ROAD GRADE, ABOUT 51 YARDS W OF LINE BETWEEN
 KY1574'FIELD AND WOOD, 47.5 FEET WSW OF CREOSOTED POWER
 KY1574'POLE, 30 FEET S OF CENTER LINE OF GRAVEL
 KY1574'HEYL ROAD, 11 FEET S OF TOP OF SMALL CUT BANK, AND 2.0 FEET ESE OF
 KY1574'STEEL WITNESS POST.  ANY CHANGES IN
 KY1574'THE TO-REACH DIRECTIONS FOR THE AZIMUTH MARK IN THE ORIGINAL
 KY1574'DESCRIPTION WILL BE OBVIOUS AFTER
 KY1574'ALL HIGHWAY CONSTRUCTION IS COMPLETED.
 KY1574
 KY1574                          STATION RECOVERY (1970)
 KY1574
 KY1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KY1574'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 KY1574'THE AZIMUTH MARK RESET 1961 WAS NOT FOUND AND AFTER TALKING TO
 KY1574'PEOPLE NEAR ITS SIGHT IT IS ASSUMED THAT SMAE WAS DESTROYED BY
 KY1574'GRADING SHORTLY AFTER IT WAS SET.  THE STATION WAS NOT
 KY1574'OCCUPIED BECAUSE OF RAIN.  NEW REFERENCE MEASUREMENTS WERE MADE
 KY1574'AND A DESCRIPTION FOLLOWS--
 KY1574'
 KY1574'THE STATION IS LOCATED ABOUT 1.2 MILES WEST OF THE SQUARE IN WOOSTER,
 KY1574'2 FEET NORTH OF A CORNER FENCE POST, 1 FOOT WEST OF FENCE, 2 FEET
 KY1574'NORTH OF FENCE, 37 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 KY1574'302, 44 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 KY1574'RESTRAUNT AND AT THE SOUTHEAST CORNER OF A FENCED ENCLOSURE OF THE
 KY1574'BURTNER-MORLAN-STEPHENS DRILLING CONTRACTORS.  THE
 KY1574'MONUMENT IS FLUSH AND THE DISK IS STAMPED COUNTY 1959.
 KY1574'
 KY1574'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COUNTY NO 1 1959, SET IN
 KY1574'A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE PATIO, 44 FEET
 KY1574'EAST OF FENCE, 24 FEET NORTHEAST OF A 14 INCH OINE TREE AND 4-1/2
 KY1574'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CABANA.
 KY1574'
 KY1574'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COUNTY NO 2 1959 SET IN
 KY1574'A DRILL HOLE IN THE CONCRETE ENTRANCE OF GARAGE, 33 FEET NORTH OF
 KY1574'THE SOUTHEAST CORNER OF BRICK OFFICE ATTACHED TO THE GARAGE, 4
 KY1574'INCHES EAST OF THE EAST WALL OF GARAGE AND 7 FEET SOUTH OF THE
 KY1574'CENTER OF THE ENTRANCE.
 KY1574'
 KY1574'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WOOSTER.
 KY1574
 KY1574                          STATION RECOVERY (1971)
 KY1574
 KY1574'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971 (RS)
 KY1574'COUNTY 1959 RECOVERED GOOD- HAS WITNESS.
 KY1574'
 KY1574'COUNTY NO. 1-1959 RECOVERED GOOD - NO WITNESS.
 KY1574'
 KY1574'COUNTY NO. 2-1959 RECOVERED GOOD - NO WITNESS.
 KY1574'
 KY1574'AZIMUTH DESTROYED.
 KY1574'
 KY1574'DESCRIPTION ACCURATE.  AZIMUTH APPEARS TO HAVE BEEN DESTROYED WHEN
 KY1574'CR-139 WAS RELOCATED.
 KY1574'
 KY1574'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WOOSTER.
 KY1574
 KY1574                          STATION RECOVERY (2003)
 KY1574
 KY1574'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 KY1574'TO REACH FROM THE TOWN SQUARE (COURTHOUSE) IN WOOSTER, GO WEST ON
 KY1574'STATE ROUTE 302  FOR 1.2 MILES (1.9KM) TO THE STATION ON RIGHT (NORTH)
 KY1574'SIDE OF  ROAD.  LOCATED INSIDE FENCED  ENCLOSURE OF FRANKLIN OIL AND
 KY1574'GAS COMPANY, 2 FEET NORTH OF A CORNER FENCE POST, 1 FOOT  WEST OF
 KY1574'FENCE, 2 FEET NORTH OF FENCE, 37 FEET NORTH OF CENTERLINE OF ROUTE
 KY1574'302, 44  FEET WEST OF CONCRETE BLOCK RESTAURANT,  JUST SOUTH OF
 KY1574'WITNESS POST.  THE MONUMENT IS  FLUSH AND THE DISK IS STAMPED
 KY1574'---COUNTY 1959---.  NOTE--THIS IS A CORS SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3047 ***********************************************************************
 JZ3047  DESIGNATION -  COUNTY
 JZ3047  PID         -  JZ3047
 JZ3047  STATE/COUNTY-  OH/PREBLE
 JZ3047  USGS QUAD   -  BROOKVILLE (1987)
 JZ3047
 JZ3047                         *CURRENT SURVEY CONTROL
 JZ3047  ___________________________________________________________________
 JZ3047* NAD 83(1995)-  39 51 35.79160(N)    084 29 03.25191(W)     ADJUSTED  
 JZ3047* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 JZ3047  ___________________________________________________________________
 JZ3047  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 JZ3047  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JZ3047
 JZ3047  HORZ ORDER  -  SECOND
 JZ3047
 JZ3047.The horizontal coordinates were established by classical geodetic methods
 JZ3047.and adjusted by the National Geodetic Survey in May 1999..
 JZ3047
 JZ3047.The orthometric height was scaled from a topographic map.
 JZ3047
 JZ3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3047
 JZ3047.The geoid height was determined by GEOID03.
 JZ3047
 JZ3047;                    North         East     Units Scale Factor Converg.
 JZ3047;SPC OH S     -   208,347.464   430,231.414   MT  0.99997030   -1 15 32.5
 JZ3047;UTM  16      - 4,415,241.373   715,195.384   MT  1.00017015   +1 36 46.8
 JZ3047
 JZ3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3047!SPC OH S     -   0.99995442  x   0.99997030  =   0.99992472
 JZ3047!UTM  16      -   0.99995442  x   1.00017015  =   1.00012456
 JZ3047
 JZ3047                          SUPERSEDED SURVEY CONTROL
 JZ3047
 JZ3047  NAD 83(1995)-  39 51 35.79294(N)    084 29 03.24843(W) AD(       ) 2
 JZ3047  NAD 83(1986)-  39 51 35.79527(N)    084 29 03.26380(W) AD(       ) 2
 JZ3047  NAD 27      -  39 51 35.60000(N)    084 29 03.44500(W) AD(       ) 2
 JZ3047
 JZ3047.Superseded values are not recommended for survey control.
 JZ3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3047.See file dsdata.txt to determine how the superseded data were derived.
 JZ3047
 JZ3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK1519515241(NAD 83)
 JZ3047_MARKER: DS = TRIANGULATION STATION DISK
 JZ3047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3047_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3047_MARK LOGO: CGS   
 JZ3047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3047+STABILITY: SURFACE MOTION
 JZ3047
 JZ3047  HISTORY     - Date     Condition        Report By
 JZ3047  HISTORY     - 1927     MONUMENTED       CGS
 JZ3047
 JZ3047                          STATION DESCRIPTION
 JZ3047
 JZ3047'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3047'STATION IS AT THE INTERSECTION OF THE OLD NATIONAL TRAIL AND THE ROAD
 JZ3047'ALONG THE MONTGOMERY-PREBLE COUNTY LINE. ABOUT 2 MILES W AND 1/2
 JZ3047'MILE N OF DODSON. IT IS 3.55 METERS (11.65 FEET) N OF THE CENTER AND
 JZ3047'0.8 METER (2.65 FEET) N OF THE EDGE OF THE PAVEMENT OF THE OLD
 JZ3047'NATIONAL TRAIL AND 3.17 METERS (10.40 FEET) W OF THE CENTER OF THE
 JZ3047'ROAD ALONG THE COUNTY LINE.
 JZ3047'
 JZ3047'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3046 ***********************************************************************
 JZ3046  DESIGNATION -  COUNTY ECC
 JZ3046  PID         -  JZ3046
 JZ3046  STATE/COUNTY-  OH/MONTGOMERY
 JZ3046  USGS QUAD   -  BROOKVILLE (1987)
 JZ3046
 JZ3046                         *CURRENT SURVEY CONTROL
 JZ3046  ___________________________________________________________________
 JZ3046* NAD 83(1995)-  39 51 35.73216(N)    084 29 03.08924(W)     ADJUSTED  
 JZ3046* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 JZ3046  ___________________________________________________________________
 JZ3046  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 JZ3046  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JZ3046
 JZ3046  HORZ ORDER  -  FIRST
 JZ3046
 JZ3046.The horizontal coordinates were established by classical geodetic methods
 JZ3046.and adjusted by the National Geodetic Survey in May 1999..
 JZ3046
 JZ3046.The orthometric height was scaled from a topographic map.
 JZ3046
 JZ3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3046
 JZ3046.The geoid height was determined by GEOID03.
 JZ3046
 JZ3046;                    North         East     Units Scale Factor Converg.
 JZ3046;SPC OH S     -   208,345.547   430,235.239   MT  0.99997029   -1 15 32.4
 JZ3046;UTM  16      - 4,415,239.649   715,199.301   MT  1.00017017   +1 36 46.9
 JZ3046
 JZ3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3046!SPC OH S     -   0.99995442  x   0.99997029  =   0.99992471
 JZ3046!UTM  16      -   0.99995442  x   1.00017017  =   1.00012458
 JZ3046
 JZ3046:                Primary Azimuth Mark                     Grid Az
 JZ3046:SPC OH S     -  OVERHOLSER                               179 57 47.0
 JZ3046:UTM  16      -  OVERHOLSER                               177 05 27.7
 JZ3046
 JZ3046|---------------------------------------------------------------------|
 JZ3046| PID    Reference Object                     Distance      Geod. Az  |
 JZ3046|                                                           dddmmss.s |
 JZ3046| JZ3071 OVERHOLSER                          APPROX. 0.6 KM 1784214.6 |
 JZ3046| JZ3045 BOUNDARY MON COUNTY                   1.850 METERS 22156     |
 JZ3046| JZ3047 COUNTY                                4.279 METERS 29522     |
 JZ3046|---------------------------------------------------------------------|
 JZ3046
 JZ3046                          SUPERSEDED SURVEY CONTROL
 JZ3046
 JZ3046  NAD 83(1995)-  39 51 35.73351(N)    084 29 03.08576(W) AD(       ) 1
 JZ3046  NAD 83(1986)-  39 51 35.73584(N)    084 29 03.10113(W) AD(       ) 1
 JZ3046  NAD 27      -  39 51 35.54100(N)    084 29 03.28200(W) AD(       ) 1
 JZ3046
 JZ3046.Superseded values are not recommended for survey control.
 JZ3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3046.See file dsdata.txt to determine how the superseded data were derived.
 JZ3046
 JZ3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK1519915240(NAD 83)
 JZ3046_MARKER: N = NAIL
 JZ3046_SETTING: 0 = UNSPECIFIED SETTING
 JZ3046
 JZ3046  HISTORY     - Date     Condition        Report By
 JZ3046  HISTORY     - 1927     MONUMENTED       CGS
 JZ3046  HISTORY     - 19951102 MARK NOT FOUND   USPSQD
 JZ3046
 JZ3046                          STATION DESCRIPTION
 JZ3046
 JZ3046'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3046'STATION IS MARKED BY A 20-PENNY NAIL WITH A CROSS CUT IN THE HEAD
 JZ3046'DRIVEN IN THE ASPHALT PAVEMENT.
 JZ3046'
 JZ3046'HEIGHT OF SIGNAL ABOVE STATION MARK-4 METERS.
 JZ3046
 JZ3046                          STATION RECOVERY (1995)
 JZ3046
 JZ3046'RECOVERY NOTE BY US POWER SQUADRON 1995
 JZ3046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1162 ***********************************************************************
 JY1162  DESIGNATION -  COUNTY LINE
 JY1162  PID         -  JY1162
 JY1162  STATE/COUNTY-  OH/CLINTON
 JY1162  USGS QUAD   -  MEMPHIS (1961)
 JY1162
 JY1162                         *CURRENT SURVEY CONTROL
 JY1162  ___________________________________________________________________
 JY1162* NAD 83(1986)-  39 29 56.     (N)    083 34 51.     (W)     SCALED    
 JY1162* NAVD 88     -       310.482  (meters)    1018.64   (feet)  ADJUSTED  
 JY1162  ___________________________________________________________________
 JY1162  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JY1162  DYNAMIC HT  -         310.310 (meters)    1018.08  (feet)  COMP
 JY1162  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 JY1162
 JY1162  VERT ORDER  -  SECOND    CLASS 0
 JY1162
 JY1162.The horizontal coordinates were scaled from a topographic map and have
 JY1162.an estimated accuracy of +/- 6 seconds.
 JY1162
 JY1162.The orthometric height was determined by differential leveling
 JY1162.and adjusted by the National Geodetic Survey in June 1991..
 JY1162
 JY1162.The geoid height was determined by GEOID03.
 JY1162
 JY1162.The dynamic height is computed by dividing the NAVD 88
 JY1162.geopotential number by the normal gravity value computed on the
 JY1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1162.degrees latitude (g = 980.6199 gals.).
 JY1162
 JY1162.The modeled gravity was interpolated from observed gravity values.
 JY1162
 JY1162;                    North         East    Units  Estimated Accuracy
 JY1162;SPC OH S     -   166,950.      507,040.      MT  (+/- 180 meters Scaled)
 JY1162
 JY1162                          SUPERSEDED SURVEY CONTROL
 JY1162
 JY1162  NGVD 29 (??/??/92)  310.658  (m)         1019.22   (f) ADJ UNCH    2 0
 JY1162
 JY1162.Superseded values are not recommended for survey control.
 JY1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1162.See file dsdata.txt to determine how the superseded data were derived.
 JY1162
 JY1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD780753(NAD 83)
 JY1162_MARKER: DD = SURVEY DISK
 JY1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1162+STABILITY: SURFACE MOTION
 JY1162
 JY1162  HISTORY     - Date     Condition        Report By
 JY1162  HISTORY     - UNK      MONUMENTED       OHGS
 JY1162  HISTORY     - 1935     GOOD             NGS
 JY1162
 JY1162                          STATION DESCRIPTION
 JY1162
 JY1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY1162'3.3 MI E FROM SABINA.
 JY1162'3.3 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE HIGH SCHOOL AT
 JY1162'SABINA, CLINTON COUNTY, 0.1 MILE EAST OF THE FIRST DIRT-ROAD
 JY1162'CROSSING WEST OF THE FAYETTE-CLINTON COUNTY LINE, 33.6 FEET SOUTH
 JY1162'OF THE CENTERLINE OF THE HIGHWAY, 11.9 FEET WEST OF POST 28, 5.2
 JY1162'FEET NORTH OF THE FENCE LINE, AND ABOUT ONE FOOT LOWER THAN THE
 JY1162'ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 JY1162'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1163 ***********************************************************************
 JY1163  DESIGNATION -  COUNTY LINE 1
 JY1163  PID         -  JY1163
 JY1163  STATE/COUNTY-  OH/CLINTON
 JY1163  USGS QUAD   -  MEMPHIS (1961)
 JY1163
 JY1163                         *CURRENT SURVEY CONTROL
 JY1163  ___________________________________________________________________
 JY1163* NAD 83(1986)-  39 29 54.     (N)    083 35 01.     (W)     SCALED    
 JY1163* NAVD 88     -       310.903  (meters)    1020.02   (feet)  ADJUSTED  
 JY1163  ___________________________________________________________________
 JY1163  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JY1163  DYNAMIC HT  -         310.731 (meters)    1019.46  (feet)  COMP
 JY1163  MODELED GRAV-     980,064.9   (mgal)                       NAVD 88
 JY1163
 JY1163  VERT ORDER  -  SECOND    CLASS 0
 JY1163
 JY1163.The horizontal coordinates were scaled from a topographic map and have
 JY1163.an estimated accuracy of +/- 6 seconds.
 JY1163
 JY1163.The orthometric height was determined by differential leveling
 JY1163.and adjusted by the National Geodetic Survey in June 1991..
 JY1163
 JY1163.The geoid height was determined by GEOID03.
 JY1163
 JY1163.The dynamic height is computed by dividing the NAVD 88
 JY1163.geopotential number by the normal gravity value computed on the
 JY1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1163.degrees latitude (g = 980.6199 gals.).
 JY1163
 JY1163.The modeled gravity was interpolated from observed gravity values.
 JY1163
 JY1163;                    North         East    Units  Estimated Accuracy
 JY1163;SPC OH S     -   166,890.      506,800.      MT  (+/- 180 meters Scaled)
 JY1163
 JY1163                          SUPERSEDED SURVEY CONTROL
 JY1163
 JY1163  NGVD 29 (??/??/92)  311.079  (m)         1020.60   (f) ADJ UNCH    2 0
 JY1163
 JY1163.Superseded values are not recommended for survey control.
 JY1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1163.See file dsdata.txt to determine how the superseded data were derived.
 JY1163
 JY1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD778752(NAD 83)
 JY1163_MARKER: DD = SURVEY DISK
 JY1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1163+STABILITY: SURFACE MOTION
 JY1163
 JY1163  HISTORY     - Date     Condition        Report By
 JY1163  HISTORY     - UNK      MONUMENTED       OHGS
 JY1163  HISTORY     - 1935     GOOD             NGS
 JY1163
 JY1163                          STATION DESCRIPTION
 JY1163
 JY1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY1163'3.1 MI E FROM SABINA.
 JY1163'3.1 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE HIGH SCHOOL AT
 JY1163'SABINA, CLINTON COUNTY, 36 FEET WEST OF THE CENTER OF THE FIRST
 JY1163'DIRT-ROAD CROSSING EAST OF THE FAYETTE-CLINTON COUNTY LINE, 32.2
 JY1163'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.4 FEET EAST OF
 JY1163'A FENCE-CORNER POST, 1.5 FEET SOUTH OF THE FENCE LINE, AND 1.5
 JY1163'FEET LOWER THAN THE ROAD.  A STATE SURVEY STANDARD DISK, SET IN
 JY1163'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1547 ***********************************************************************
 KZ1547  DESIGNATION -  COUNTY LINE MARKER
 KZ1547  PID         -  KZ1547
 KZ1547  STATE/COUNTY-  OH/MADISON
 KZ1547  USGS QUAD   -  PLUMWOOD (1961)
 KZ1547
 KZ1547                         *CURRENT SURVEY CONTROL
 KZ1547  ___________________________________________________________________
 KZ1547* NAD 83(1986)-  40 06 38.     (N)    083 23 42.     (W)     SCALED    
 KZ1547* NAVD 88     -       298.765  (meters)     980.20   (feet)  ADJUSTED  
 KZ1547  ___________________________________________________________________
 KZ1547  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KZ1547  DYNAMIC HT  -         298.610 (meters)     979.69  (feet)  COMP
 KZ1547  MODELED GRAV-     980,097.9   (mgal)                       NAVD 88
 KZ1547
 KZ1547  VERT ORDER  -  SECOND    CLASS 0
 KZ1547
 KZ1547.The horizontal coordinates were scaled from a topographic map and have
 KZ1547.an estimated accuracy of +/- 6 seconds.
 KZ1547
 KZ1547.The orthometric height was determined by differential leveling
 KZ1547.and adjusted by the National Geodetic Survey in June 1991..
 KZ1547
 KZ1547.The geoid height was determined by GEOID03.
 KZ1547
 KZ1547.The dynamic height is computed by dividing the NAVD 88
 KZ1547.geopotential number by the normal gravity value computed on the
 KZ1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1547.degrees latitude (g = 980.6199 gals.).
 KZ1547
 KZ1547.The modeled gravity was interpolated from observed gravity values.
 KZ1547
 KZ1547;                    North         East    Units  Estimated Accuracy
 KZ1547;SPC OH S     -   234,690.      523,700.      MT  (+/- 180 meters Scaled)
 KZ1547
 KZ1547                          SUPERSEDED SURVEY CONTROL
 KZ1547
 KZ1547  NGVD 29 (??/??/92)  298.949  (m)          980.80   (f) ADJ UNCH    2 0
 KZ1547
 KZ1547.Superseded values are not recommended for survey control.
 KZ1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1547.See file dsdata.txt to determine how the superseded data were derived.
 KZ1547
 KZ1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE958427(NAD 83)
 KZ1547_MARKER: DB = BENCH MARK DISK
 KZ1547_SETTING: 0 = UNSPECIFIED SETTING
 KZ1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1547
 KZ1547  HISTORY     - Date     Condition        Report By
 KZ1547  HISTORY     - UNK      MONUMENTED       CGS
 KZ1547  HISTORY     - 1935     GOOD             NGS
 KZ1547
 KZ1547                          STATION DESCRIPTION
 KZ1547
 KZ1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1547'9 MI S FROM MARYSVILLE.
 KZ1547'9.0 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE SOUTH CORPORATION
 KZ1547'LIMIT OF MARYSVILLE, UNION COUNTY, ABOUT 0.1 MILE SOUTH OF CHUCKERY,
 KZ1547'AT THE MADISON       COUNTY LINE, 50 YARDS SOUTH OF A WHITE
 KZ1547'FRAME HOUSE, 29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.1
 KZ1547'FEET WEST OF THE FENCE.  THE TOP OF A COUNTY-LINE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0902 ***********************************************************************
 JY0902  DESIGNATION -  COURTHOUSE
 JY0902  PID         -  JY0902
 JY0902  STATE/COUNTY-  OH/MADISON
 JY0902  USGS QUAD   -  LONDON (1995)
 JY0902
 JY0902                         *CURRENT SURVEY CONTROL
 JY0902  ___________________________________________________________________
 JY0902* NAD 83(1986)-  39 53 13.     (N)    083 26 58.     (W)     SCALED    
 JY0902* NAVD 88     -       320.042  (meters)    1050.00   (feet)  ADJUSTED  
 JY0902  ___________________________________________________________________
 JY0902  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JY0902  DYNAMIC HT  -         319.871 (meters)    1049.44  (feet)  COMP
 JY0902  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 JY0902
 JY0902  VERT ORDER  -  SECOND    CLASS 0
 JY0902
 JY0902.The horizontal coordinates were scaled from a topographic map and have
 JY0902.an estimated accuracy of +/- 6 seconds.
 JY0902
 JY0902.The orthometric height was determined by differential leveling
 JY0902.and adjusted by the National Geodetic Survey in June 1991..
 JY0902
 JY0902.The geoid height was determined by GEOID03.
 JY0902
 JY0902.The dynamic height is computed by dividing the NAVD 88
 JY0902.geopotential number by the normal gravity value computed on the
 JY0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0902.degrees latitude (g = 980.6199 gals.).
 JY0902
 JY0902.The modeled gravity was interpolated from observed gravity values.
 JY0902
 JY0902;                    North         East    Units  Estimated Accuracy
 JY0902;SPC OH S     -   209,910.      518,790.      MT  (+/- 180 meters Scaled)
 JY0902
 JY0902                          SUPERSEDED SURVEY CONTROL
 JY0902
 JY0902  NGVD 29 (??/??/92)  320.223  (m)         1050.60   (f) ADJ UNCH    2 0
 JY0902
 JY0902.Superseded values are not recommended for survey control.
 JY0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0902.See file dsdata.txt to determine how the superseded data were derived.
 JY0902
 JY0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE905180(NAD 83)
 JY0902_MARKER: DD = SURVEY DISK
 JY0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0902+STABILITY: SURFACE MOTION
 JY0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY0902+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 JY0902
 JY0902  HISTORY     - Date     Condition        Report By
 JY0902  HISTORY     - UNK      MONUMENTED       OHGS
 JY0902  HISTORY     - 1934     GOOD             NGS
 JY0902  HISTORY     - 20030618 GOOD             OHDT
 JY0902
 JY0902                          STATION DESCRIPTION
 JY0902
 JY0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JY0902'AT LONDON.
 JY0902'AT LONDON, MADISON COUNTY, AT THE NORTHEAST CORNER OF THE
 JY0902'COUNTY COURTHOUSE YARD, 27.7 FEET SOUTH OF THE SOUTH CURB OF
 JY0902'FOURTH STREET, 3.3 FEET WEST OF THE WEST CURB OF MAIN STREET,
 JY0902'7.8 FEET SOUTHWEST OF THE STREET LAMP, BETWEEN THE SIDEWALK AND
 JY0902'THE CURB, AND ABOUT 1/2 FOOT ABOVE STREET LEVEL.  A STATE
 JY0902'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 JY0902
 JY0902                          STATION RECOVERY (2003)
 JY0902
 JY0902'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 JY0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1463 ***********************************************************************
 JX1463  DESIGNATION -  COURTHOUSE
 JX1463  PID         -  JX1463
 JX1463  STATE/COUNTY-  OH/NOBLE
 JX1463  USGS QUAD   -  CALDWELL SOUTH (1994)
 JX1463
 JX1463                         *CURRENT SURVEY CONTROL
 JX1463  ___________________________________________________________________
 JX1463* NAD 83(1986)-  39 44 49.     (N)    081 30 58.     (W)     SCALED    
 JX1463* NAVD 88     -       226.553  (meters)     743.28   (feet)  ADJUSTED  
 JX1463  ___________________________________________________________________
 JX1463  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1463  DYNAMIC HT  -         226.422 (meters)     742.85  (feet)  COMP
 JX1463  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 JX1463
 JX1463  VERT ORDER  -  SECOND    CLASS 0
 JX1463
 JX1463.The horizontal coordinates were scaled from a topographic map and have
 JX1463.an estimated accuracy of +/- 6 seconds.
 JX1463
 JX1463.The orthometric height was determined by differential leveling
 JX1463.and adjusted by the National Geodetic Survey in June 1991..
 JX1463
 JX1463.The geoid height was determined by GEOID03.
 JX1463
 JX1463.The dynamic height is computed by dividing the NAVD 88
 JX1463.geopotential number by the normal gravity value computed on the
 JX1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1463.degrees latitude (g = 980.6199 gals.).
 JX1463
 JX1463.The modeled gravity was interpolated from observed gravity values.
 JX1463
 JX1463;                    North         East    Units  Estimated Accuracy
 JX1463;SPC OH S     -   194,400.      684,320.      MT  (+/- 180 meters Scaled)
 JX1463
 JX1463                          SUPERSEDED SURVEY CONTROL
 JX1463
 JX1463  NGVD 29 (??/??/92)  226.725  (m)          743.85   (f) ADJ UNCH    2 0
 JX1463
 JX1463.Superseded values are not recommended for survey control.
 JX1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1463.See file dsdata.txt to determine how the superseded data were derived.
 JX1463
 JX1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD557997(NAD 83)
 JX1463_MARKER: DD = SURVEY DISK
 JX1463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1463_SP_SET: SIDEWALK
 JX1463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1463
 JX1463  HISTORY     - Date     Condition        Report By
 JX1463  HISTORY     - UNK      MONUMENTED       USGS
 JX1463  HISTORY     - 1934     GOOD             NGS
 JX1463  HISTORY     - 19921227 MARK NOT FOUND   NGS
 JX1463
 JX1463                          STATION DESCRIPTION
 JX1463
 JX1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JX1463'AT CALDWELL.
 JX1463'AT CALDWELL, NOBEL COUNTY, AT THE NEW COUNTY COURTHOUSE, AT THE
 JX1463'SOUTH ENTRANCE, 2 YARDS EAST OF THE CENTER OF THE ENTRANCE, 2
 JX1463'YARDS SOUTH OF THE SOUTH WALL, 4 INCHES SOUTH OF THE FIRST STEP,
 JX1463'AND IN THE TOP OF THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 JX1463'SURVEY STANDARD DISK.
 JX1463
 JX1463                          STATION RECOVERY (1992)
 JX1463
 JX1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 JX1463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2584 ***********************************************************************
 MB2584  DESIGNATION -  COWAN
 MB2584  PID         -  MB2584
 MB2584  STATE/COUNTY-  OH/PORTAGE
 MB2584  USGS QUAD   -  KENT (1994)
 MB2584
 MB2584                         *CURRENT SURVEY CONTROL
 MB2584  ___________________________________________________________________
 MB2584* NAD 83(1995)-  41 11 25.68366(N)    081 17 46.10108(W)     ADJUSTED  
 MB2584* NAVD 88     -       345.5    (meters)    1134.     (feet)  GPS OBS   
 MB2584  ___________________________________________________________________
 MB2584  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 MB2584  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB2584
 MB2584  HORZ ORDER  -  FIRST
 MB2584
 MB2584.The horizontal coordinates were established by classical geodetic methods
 MB2584.and adjusted by the National Geodetic Survey in April 1998..
 MB2584
 MB2584.The orthometric height was determined by GPS observations and a
 MB2584.high-resolution geoid model.
 MB2584
 MB2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2584
 MB2584.The geoid height was determined by GEOID03.
 MB2584
 MB2584;                    North         East     Units Scale Factor Converg.
 MB2584;SPC OH N     -   169,909.329   700,985.792   MT  0.99994143   +0 47 27.2
 MB2584;UTM  17      - 4,559,943.398   475,166.060   MT  0.99960759   -0 11 42.1
 MB2584
 MB2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2584!SPC OH N     -   0.99995108  x   0.99994143  =   0.99989251
 MB2584!UTM  17      -   0.99995108  x   0.99960759  =   0.99955869
 MB2584
 MB2584:                Primary Azimuth Mark                     Grid Az
 MB2584:SPC OH N     -  WOOD                                     112 35 20.3
 MB2584:UTM  17      -  WOOD                                     113 34 29.6
 MB2584
 MB2584|---------------------------------------------------------------------|
 MB2584| PID    Reference Object                     Distance      Geod. Az  |
 MB2584|                                                           dddmmss.s |
 MB2584| MB2545 WOOD                                APPROX. 4.8 KM 1132247.5 |
 MB2584| MB2561 RAVENNA DOT RAD MAST                APPROX. 4.3 KM 1284609.0 |
 MB2584| MB2563 RAVENNA MUN TANK                    APPROX. 4.6 KM 1361647.8 |
 MB2584| MB2591 KENT PORTAGE TELERAMA MAST          APPROX. 3.7 KM 1844134.6 |
 MB2584| MB2596 KENT RAD STA WKNT MAST              APPROX. 3.4 KM 1913253.0 |
 MB2584| CC9810 COWAN RM 1                           22.553 METERS 19845     |
 MB2584| MB2610 KENT KSU RAD STA WKSU MAST          APPROX. 5.6 KM 2190030.0 |
 MB2584| MB2557 KENT STATE UNIVERSITY STACK         APPROX. 6.1 KM 2242905.1 |
 MB2584| MB2617 KENT KSU S STACK                    APPROX. 6.2 KM 2243146.3 |
 MB2584| CC9811 COWAN RM 2                           27.596 METERS 33609     |
 MB2584|---------------------------------------------------------------------|
 MB2584
 MB2584                          SUPERSEDED SURVEY CONTROL
 MB2584
 MB2584  NAD 83(1986)-  41 11 25.69169(N)    081 17 46.10226(W) AD(       ) 1
 MB2584  NAD 27      -  41 11 25.48752(N)    081 17 46.72551(W) AD(       ) 1
 MB2584  NGVD 29 (07/19/86)  345.6    (m)         1134.     (f) VERT ANG       
 MB2584
 MB2584.Superseded values are not recommended for survey control.
 MB2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2584.See file dsdata.txt to determine how the superseded data were derived.
 MB2584
 MB2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7516659943(NAD 83)
 MB2584_MARKER: DS = TRIANGULATION STATION DISK
 MB2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2584_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2584_STAMPING: COWAN 1977
 MB2584_MARK LOGO: NGS   
 MB2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2584+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1992
 MB2584
 MB2584  HISTORY     - Date     Condition        Report By
 MB2584  HISTORY     - 1977     MONUMENTED       NGS
 MB2584  HISTORY     - 19921201 GOOD             OH3880
 MB2584
 MB2584                          STATION DESCRIPTION
 MB2584
 MB2584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2584'STATION IS ABOUT 4 MILES NORTHEAST OF KENT, 4 MILES SOUTHEAST
 MB2584'OF STREETSBORO, 3-1/2 MILES NORTHWEST OF RAVENNA, NEAR THE HOME
 MB2584'OF AND ON THE PROPERTY OWNED BY HOWARD M. COWAN, WHOSE ADDRESS
 MB2584'IS 2754 DAWLEY ROAD, RAVENNA, OHIO 44266.
 MB2584'
 MB2584'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND
 MB2584'44 JUST NORTH OF RAVENNA, GO NORTHWEST ON HIGHWAY 14 FOR 2.45
 MB2584'MILES TO THE JUNCTION WITH DAWLEY ROAD.  TURN LEFT AND GO WEST
 MB2584'ON DAWLEY ROAD FOR 0.55 MILE TO MR. COWANS HOME ON THE LEFT.
 MB2584'TURN LEFT AND GO SOUTHEAST ON A GRAVELED DRIVEWAY FOR ABOUT 200
 MB2584'FEET TO THE STATION, JUST SOUTHEAST OF MR. COWANS HOME.
 MB2584'
 MB2584'STATION MARKS, STAMPED---COWAN 1977---, ARE STANDARD DISKS.  THE
 MB2584'SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 MB2584'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 79.5 FEET EAST
 MB2584'OF THE SOUTHEAST CORNER OF A BARN, 67 FEET NORTHEAST OF A
 MB2584'16-INCH PEAR TREE, 26 FEET SOUTH OF THE CENTER OF A FARM LANE, 20
 MB2584'FEET WEST OF A NORTH-SOUTH ROW OF EVERGREEN TREES.  THE
 MB2584'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 MB2584'INCHES BELOW THE GROUND SURFACE.
 MB2584'
 MB2584'REFERENCE MARK 1, STAMPED---COWAN NO 1 1977---, IS SET IN THE TOP
 MB2584'OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MB2584'GROUND.  IT IS 24 FEET SOUTHEAST OF THE PEAR TREE AND ABOUT 2
 MB2584'FEET LOWER THAN THE STATION.
 MB2584'
 MB2584'REFERENCE MARK 2, STAMPED---COWAN NO 2 1977---, IS SET IN THE TOP
 MB2584'OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MB2584'GROUND.  IT IS 42.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 MB2584'OF THE BARN, 20 FEET SOUTH OF A 20-INCH BUTTERNUT WALNUT TREE,
 MB2584'16.5 FEET EAST-NORTHEAST OF THE CENTER OF THE DRIVEWAY, AND
 MB2584'ABOUT 3 FEET LOWER THAN THE STATION.
 MB2584'
 MB2584'HEIGHT OF LIGHT ABOVE THE STATION WAS 30.3 METERS.
 MB2584'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 MB2584'
 MB2584'DESCRIBED BY V. WILSON.
 MB2584
 MB2584                          STATION RECOVERY (1992)
 MB2584
 MB2584'RECOVERY NOTE BY CITY OF KENT OHIO 1992
 MB2584'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2353 ***********************************************************************
 HY2353  DESIGNATION -  COX
 HY2353  PID         -  HY2353
 HY2353  STATE/COUNTY-  OH/ADAMS
 HY2353  USGS QUAD   -  BUENA VISTA (1984)
 HY2353
 HY2353                         *CURRENT SURVEY CONTROL
 HY2353  ___________________________________________________________________
 HY2353* NAD 83(1995)-  38 39 36.27988(N)    083 21 37.77390(W)     ADJUSTED  
 HY2353* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 HY2353  ___________________________________________________________________
 HY2353  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 HY2353  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 HY2353
 HY2353  HORZ ORDER  -  THIRD
 HY2353
 HY2353.The horizontal coordinates were established by classical geodetic methods
 HY2353.and adjusted by the National Geodetic Survey in April 1998..
 HY2353
 HY2353.The orthometric height was scaled from a topographic map.
 HY2353
 HY2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2353
 HY2353.The geoid height was determined by GEOID03.
 HY2353
 HY2353;                    North         East     Units Scale Factor Converg.
 HY2353;SPC OH S     -    73,635.296   525,103.257   MT  1.00001521   -0 32 45.6
 HY2353;SPC KY1Z     - 1,260,899.626 1,707,958.126   MT  0.99999842   +1 28 01.4
 HY2353;SPC KY1Z     - 4,136,801.52  5,603,525.95   sFT  0.99999842   +1 28 01.4
 HY2353;SPC KY N     -   129,140.366   577,418.439   MT  0.99996772   +0 33 12.0
 HY2353;SPC KY N     -   423,688.02  1,894,413.66   sFT  0.99996772   +0 33 12.0
 HY2353;UTM  17      - 4,281,699.954   294,613.519   MT  1.00011949   -1 28 30.4
 HY2353
 HY2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2353!SPC OH S     -   0.99997976  x   1.00001521  =   0.99999497
 HY2353!SPC KY1Z     -   0.99997976  x   0.99999842  =   0.99997818
 HY2353!SPC KY N     -   0.99997976  x   0.99996772  =   0.99994748
 HY2353!UTM  17      -   0.99997976  x   1.00011949  =   1.00009925
 HY2353
 HY2353|---------------------------------------------------------------------|
 HY2353| PID    Reference Object                     Distance      Geod. Az  |
 HY2353|                                                           dddmmss.s |
 HY2353| DB9106 COX RM 1                             25.939 METERS 04216     |
 HY2353| DB9107 COX RM 2                             15.314 METERS 12246     |
 HY2353| DB9105 COX AZ MK                                          1241601.2 |
 HY2353| HY2352 608                                  18.873 METERS 13211     |
 HY2353|---------------------------------------------------------------------|
 HY2353
 HY2353                          SUPERSEDED SURVEY CONTROL
 HY2353
 HY2353  NAD 83(1995)-  38 39 36.28016(N)    083 21 37.77340(W) AD(       ) 3
 HY2353  NAD 83(1986)-  38 39 36.28701(N)    083 21 37.77962(W) AD(       ) 3
 HY2353  NAD 27      -  38 39 36.01800(N)    083 21 38.10900(W) AD(       ) 3
 HY2353
 HY2353.Superseded values are not recommended for survey control.
 HY2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2353.See file dsdata.txt to determine how the superseded data were derived.
 HY2353
 HY2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC9461481700(NAD 83)
 HY2353_MARKER: DS = TRIANGULATION STATION DISK
 HY2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2353
 HY2353  HISTORY     - Date     Condition        Report By
 HY2353  HISTORY     - 1953     MONUMENTED       CGS
 HY2353
 HY2353                          STATION DESCRIPTION
 HY2353
 HY2353'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 HY2353'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF MANCHESTER AND 8 MILES
 HY2353'NORTHWEST OF BUENA VISTA ALONG THE SOUTH SIDE OF U.S. HIGHWAY 52 AND
 HY2353'ON THE PROPERTY OF C.A. COX.  IT IS 106 FEET SOUTH OF THE CENTER OF
 HY2353'HIGHWAY 52, 9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 8
 HY2353'FEET SOUTHWEST OF A WHITE WITNESS POST AND 4 FEET SOUTH OF A FENCE
 HY2353'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED COX 1953.
 HY2353'
 HY2353'REFERENCE MARK NO.1 IS 85.10 FEET NORTHEAST OF THE STATION.  IT IS 30
 HY2353'FEET NORTH OF THE NORTHWEST CORNER OF THE BARN, 21 FEET SOUTH OF THE
 HY2353'CENTER OF THE HIGHWAY AND 18 FEET NORTHWEST OF A POWER LINE POLE.
 HY2353'THE DISK IS SET FLUSH IN A DRILL HOLE IN A CONCRETE CULVERT AND IS
 HY2353'STAMPED COX NO 1 1953.
 HY2353'
 HY2353'REFERENCE MARK NO.2 IS 50.24 FEET SOUTHEAST OF THE STATION.  IT IS
 HY2353'ABOUT 103 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 25 FEET EAST OF
 HY2353'THE SOUTHWEST CORNER OF THE BARN, 11 FEET SOUTHWEST OF THE SOUTHEAST
 HY2353'CORNER OF THE BARN AND 3 FEET SOUTH OF THE SOUTH SIDE OF THE BARN.
 HY2353'THE MARK IS FLUSH AND THE DISK IS STAMPED COX NO 2 1953.
 HY2353'
 HY2353'608 (USE) IS 61.92 FEET SOUTHEAST OF THE STATION.  IT IS 110 FEET
 HY2353'SOUTH OF THE CENTER OF THE HIGHWAY AND 12 FEET SOUTH OF THE SOUTHEAST
 HY2353'CORNER OF THE BARN.  THE MARK IS A STANDARD USE CAP ON A 2 INCH IRON
 HY2353'PIPE THAT PROJECTS 12 INCHES AND IS STAMPED 608.
 HY2353'
 HY2353'AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF THE STATION.  IT IS 199 FEET
 HY2353'SOUTH OF THE CENTER OF HIGHWAY 52, 9 FEET NORTHWEST OF AN 18 INCH
 HY2353'LOCUST TREE, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF
 HY2353'A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED COX
 HY2353'1953.
 HY2353'
 HY2353'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 HY2353'HIGHWAY 136 IN THE EAST SECTION OF MANCHESTER GO SOUTHEAST ON
 HY2353'HIGHWAY 52 FOR 14.0 MILES TO THE STATION AS DESCRIBED.
 HY2353'
 HY2353'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHEAST ON
 HY2353'HIGHWAY 52 FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1730 ***********************************************************************
 MC1730  DESIGNATION -  COYLE
 MC1730  PID         -  MC1730
 MC1730  STATE/COUNTY-  OH/LUCAS
 MC1730  USGS QUAD   -  MAUMEE (1994)
 MC1730
 MC1730                         *CURRENT SURVEY CONTROL
 MC1730  ___________________________________________________________________
 MC1730* NAD 83(1995)-  41 36 24.73624(N)    083 39 53.73078(W)     ADJUSTED  
 MC1730* NAVD 88     -       190.9    (meters)     626.     (feet)  GPS OBS   
 MC1730  ___________________________________________________________________
 MC1730  X           -     527,021.437 (meters)                     COMP
 MC1730  Y           -  -4,747,055.540 (meters)                     COMP
 MC1730  Z           -   4,213,158.049 (meters)                     COMP
 MC1730  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 MC1730  ELLIP HEIGHT-         155.60  (meters)          (10/07/05) GPS OBS
 MC1730  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1730
 MC1730  HORZ ORDER  -  FIRST
 MC1730  ELLP ORDER  -  FOURTH    CLASS I
 MC1730
 MC1730.The horizontal coordinates were established by GPS observations
 MC1730.and adjusted by the National Geodetic Survey in April 1998..
 MC1730
 MC1730.The orthometric height was determined by GPS observations and a
 MC1730.high-resolution geoid model.
 MC1730
 MC1730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1730
 MC1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1730
 MC1730.The ellipsoidal height was determined by GPS observations
 MC1730.and is referenced to NAD 83.
 MC1730
 MC1730.The geoid height was determined by GEOID03.
 MC1730
 MC1730;                    North         East     Units Scale Factor Converg.
 MC1730;SPC OH N     -   216,105.355   502,897.789   MT  0.99998337   -0 45 55.1
 MC1730;UTM  17      - 4,609,559.595   277,934.409   MT  1.00020689   -1 46 13.0
 MC1730
 MC1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1730!SPC OH N     -   0.99997559  x   0.99998337  =   0.99995897
 MC1730!UTM  17      -   0.99997559  x   1.00020689  =   1.00018248
 MC1730
 MC1730:                Primary Azimuth Mark                     Grid Az
 MC1730:SPC OH N     -  LCB 239                                  176 43 22.8
 MC1730:UTM  17      -  LCB 239                                  177 43 40.7
 MC1730
 MC1730|---------------------------------------------------------------------|
 MC1730| PID    Reference Object                     Distance      Geod. Az  |
 MC1730|                                                           dddmmss.s |
 MC1730| MC1772 LCB 239                             APPROX. 0.5 KM 1755727.7 |
 MC1730|---------------------------------------------------------------------|
 MC1730
 MC1730                          SUPERSEDED SURVEY CONTROL
 MC1730
 MC1730  ELLIP H (04/01/98)  155.66   (m)                       GP(       ) 4 1
 MC1730  NAD 83(1995)-  41 36 24.73618(N)    083 39 53.73069(W) AD(       ) 1
 MC1730  NAD 83(1986)-  41 36 24.74713(N)    083 39 53.74485(W) AD(       ) 1
 MC1730
 MC1730.Superseded values are not recommended for survey control.
 MC1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1730.See file dsdata.txt to determine how the superseded data were derived.
 MC1730
 MC1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7793409560(NAD 83)
 MC1730_MARKER: DD = SURVEY DISK
 MC1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1730_SP_SET: CONCRETE POST
 MC1730_STAMPING: COYLE 1993
 MC1730_MARK LOGO: OH-095
 MC1730_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1730+STABILITY: SURFACE MOTION
 MC1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1730+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1730
 MC1730  HISTORY     - Date     Condition        Report By
 MC1730  HISTORY     - 1993     MONUMENTED       OH-095
 MC1730
 MC1730                          STATION DESCRIPTION
 MC1730
 MC1730'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1730'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO IN THE CITY OF TOLEDO.
 MC1730'TO REACH THE STATION FROM THE INTERSECTION OF AIRPORT HIGHWAY (STATE
 MC1730'ROUTE 2) AND REYNOLDS ROAD (U.S. 20) PROCEED SOUTH ALONG REYNOLDS
 MC1730'ROAD 0.7 MILES TO COYLE FUNERAL HOME AND THE STATION ON THE RIGHT AT
 MC1730'THE SOUTHEAST CORNER OF THE COYLE FUNERAL HOME PROPERTY.
 MC1730'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1730'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 0.1 FEET BELOW GROUND
 MC1730'SURFACE AND IS STAMPED --COYLE 1993--.
 MC1730'THE STATION IS APPROXIMATELY 38.0 FEET WEST FROM THE CENTERLINE OF THE
 MC1730'SOUTHBOUND LANE OF REYNOLDS ROAD LOCATED EAST OF A CAR DEALER ON THE
 MC1730'WEST SIDE OF REYNOLDS ROAD, 93.0 FEET NORTHWEST FROM A NAIL AND
 MC1730'SHINER IN THE NORTH FACE OF A LIGHT POLE, AND 5.5 FEET NORTHEAST FROM
 MC1730'A NAIL AND SHINER IN THE NORTH FACE OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3057 ***********************************************************************
 MB3057  DESIGNATION -  CP 101
 MB3057  PID         -  MB3057
 MB3057  STATE/COUNTY-  OH/SUMMIT
 MB3057  USGS QUAD   -  WADSWORTH (1994)
 MB3057
 MB3057                         *CURRENT SURVEY CONTROL
 MB3057  ___________________________________________________________________
 MB3057* NAD 83(1995)-  41 04 27.32301(N)    081 38 19.74759(W)     ADJUSTED  
 MB3057* NAVD 88     -       305.5    (meters)    1002.     (feet)  VERTCON   
 MB3057  ___________________________________________________________________
 MB3057  X           -     700,217.913 (meters)                     COMP
 MB3057  Y           -  -4,764,199.581 (meters)                     COMP
 MB3057  Z           -   4,168,822.184 (meters)                     COMP
 MB3057  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MB3057  ELLIP HEIGHT-         272.08  (meters)          (10/07/05) GPS OBS
 MB3057  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MB3057
 MB3057  HORZ ORDER  -  FIRST
 MB3057  ELLP ORDER  -  FOURTH    CLASS I
 MB3057
 MB3057.The horizontal coordinates were established by GPS observations
 MB3057.and adjusted by the National Geodetic Survey in April 1998..
 MB3057
 MB3057.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3057
 MB3057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3057
 MB3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3057
 MB3057.The ellipsoidal height was determined by GPS observations
 MB3057.and is referenced to NAD 83.
 MB3057
 MB3057.The geoid height was determined by GEOID03.
 MB3057
 MB3057;                    North         East     Units Scale Factor Converg.
 MB3057;SPC OH N     -   156,664.400   672,368.683   MT  0.99993915   +0 33 56.7
 MB3057;UTM  17      - 4,547,196.850   446,334.550   MT  0.99963544   -0 25 11.1
 MB3057
 MB3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3057!SPC OH N     -   0.99995732  x   0.99993915  =   0.99989648
 MB3057!UTM  17      -   0.99995732  x   0.99963544  =   0.99959278
 MB3057
 MB3057:                Primary Azimuth Mark                     Grid Az
 MB3057:SPC OH N     -  CP 102                                   336 10 02.1
 MB3057:UTM  17      -  CP 102                                   337 09 09.9
 MB3057
 MB3057|---------------------------------------------------------------------|
 MB3057| PID    Reference Object                     Distance      Geod. Az  |
 MB3057|                                                           dddmmss.s |
 MB3057| MB3058 CP 102                              APPROX. 0.8 KM 3364358.8 |
 MB3057|---------------------------------------------------------------------|
 MB3057
 MB3057                          SUPERSEDED SURVEY CONTROL
 MB3057
 MB3057  ELLIP H (04/01/98)  272.14   (m)                       GP(       ) 4 1
 MB3057  NAD 83(1986)-  41 04 27.33103(N)    081 38 19.74959(W) AD(       ) 1
 MB3057  NGVD 29 (09/26/91)  305.7    (m)         1003.     (f) GPS OBS        
 MB3057
 MB3057.Superseded values are not recommended for survey control.
 MB3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3057.See file dsdata.txt to determine how the superseded data were derived.
 MB3057
 MB3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4633547197(NAD 83)
 MB3057_MARKER: DD = SURVEY DISK
 MB3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3057_SP_SET: CONCRETE POST
 MB3057_STAMPING: CP-101
 MB3057_MARK LOGO: OH-153
 MB3057_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3057+STABILITY: SURFACE MOTION
 MB3057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3057+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3057
 MB3057  HISTORY     - Date     Condition        Report By
 MB3057  HISTORY     - 1990     MONUMENTED       OH-153
 MB3057
 MB3057                          STATION DESCRIPTION
 MB3057
 MB3057'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3057'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 6.30 MILES WEST OF
 MB3057'THE   CITY  OF AKRON.
 MB3057'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 76 AND 224
 MB3057'AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.08 MILES TO
 MB3057'ITS INTERSECTION WITH STIMSON ROAD, ROUTE 209.  TURN RIGHT AND PROCEED
 MB3057'EAST ALONG STIMSON ROAD 1.31 MILES TO ITS INTERSECTION WITH CLEVELAND
 MB3057'MASSILLON ROAD.  TURN LEFT AND PROCEED NORTH ALONG CLEVELAND MASSILLON
 MB3057'ROAD 0.19 MILES TO ITS INTERSECTION WITH SUMMIT ROAD AND THE STATION
 MB3057'ON THE RIGHT.
 MB3057'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3057'CONCRETE 5 INCHES BELOW GROUND SURFACE PROTECTED BY A 7 INCH ROUND
 MB3057'IRON BOX AND STAMPED CP-101.  THE STATION IS 70.0 FEET NORTHWEST FROM
 MB3057'A POWER POLE, 66.0 FEET SOUTHWEST FROM A 14 INCH MAPLE TREE, 47.2 FEET
 MB3057'SOUTHEAST FROM THE CENTERLINE OF CLEVELAND MASSILLON ROAD, AND 41.5
 MB3057'FEET SOUTHWEST FROM SUMMIT ROAD.  THE STATION IS 842.46 METERS FROM
 MB3057'STATION CP-102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3058 ***********************************************************************
 MB3058  DESIGNATION -  CP 102
 MB3058  PID         -  MB3058
 MB3058  STATE/COUNTY-  OH/SUMMIT
 MB3058  USGS QUAD   -  WADSWORTH (1994)
 MB3058
 MB3058                         *CURRENT SURVEY CONTROL
 MB3058  ___________________________________________________________________
 MB3058* NAD 83(1995)-  41 04 52.41076(N)    081 38 34.00419(W)     ADJUSTED  
 MB3058* NAVD 88     -       308.2    (meters)    1011.     (feet)  VERTCON   
 MB3058  ___________________________________________________________________
 MB3058  X           -     699,815.000 (meters)                     COMP
 MB3058  Y           -  -4,763,746.827 (meters)                     COMP
 MB3058  Z           -   4,169,407.382 (meters)                     COMP
 MB3058  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 MB3058  ELLIP HEIGHT-         274.78  (meters)          (10/07/05) GPS OBS
 MB3058  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB3058
 MB3058  HORZ ORDER  -  THIRD
 MB3058  ELLP ORDER  -  FOURTH    CLASS I
 MB3058
 MB3058.The horizontal coordinates were established by GPS observations
 MB3058.and adjusted by the National Geodetic Survey in April 1998..
 MB3058
 MB3058.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3058
 MB3058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3058
 MB3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3058
 MB3058.The ellipsoidal height was determined by GPS observations
 MB3058.and is referenced to NAD 83.
 MB3058
 MB3058.The geoid height was determined by GEOID03.
 MB3058
 MB3058;                    North         East     Units Scale Factor Converg.
 MB3058;SPC OH N     -   157,434.963   672,028.298   MT  0.99993917   +0 33 47.3
 MB3058;UTM  17      - 4,547,972.917   446,007.569   MT  0.99963588   -0 25 20.6
 MB3058
 MB3058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3058!SPC OH N     -   0.99995690  x   0.99993917  =   0.99989607
 MB3058!UTM  17      -   0.99995690  x   0.99963588  =   0.99959280
 MB3058
 MB3058:                Primary Azimuth Mark                     Grid Az
 MB3058:SPC OH N     -  CP 101                                   156 10 02.1
 MB3058:UTM  17      -  CP 101                                   157 09 10.0
 MB3058
 MB3058|---------------------------------------------------------------------|
 MB3058| PID    Reference Object                     Distance      Geod. Az  |
 MB3058|                                                           dddmmss.s |
 MB3058| MB3057 CP 101                              APPROX. 0.8 KM 1564349.4 |
 MB3058|---------------------------------------------------------------------|
 MB3058
 MB3058                          SUPERSEDED SURVEY CONTROL
 MB3058
 MB3058  ELLIP H (04/01/98)  274.83   (m)                       GP(       ) 4 1
 MB3058  NAD 83(1986)-  41 04 52.41878(N)    081 38 34.00619(W) AD(       ) 3
 MB3058  NGVD 29 (09/26/91)  308.4    (m)         1012.     (f) GPS OBS        
 MB3058
 MB3058.Superseded values are not recommended for survey control.
 MB3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3058.See file dsdata.txt to determine how the superseded data were derived.
 MB3058
 MB3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4600847973(NAD 83)
 MB3058_MARKER: DD = SURVEY DISK
 MB3058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3058_SP_SET: CONCRETE POST
 MB3058_STAMPING: CP-102
 MB3058_MARK LOGO: OH-153
 MB3058_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3058+STABILITY: SURFACE MOTION
 MB3058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3058+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2002
 MB3058
 MB3058  HISTORY     - Date     Condition        Report By
 MB3058  HISTORY     - 1990     MONUMENTED       OH-153
 MB3058  HISTORY     - 20020504 GOOD             USPSQD
 MB3058
 MB3058                          STATION DESCRIPTION
 MB3058
 MB3058'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3058'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 6.30 MILES WEST OF
 MB3058'THE   CITY  OF AKRON.
 MB3058'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 76 AND 224
 MB3058'AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.08 MILES TO
 MB3058'ITS INTERSECTION WITH STIMSON ROAD, ROUTE 209.  TURN RIGHT AND PROCEED
 MB3058'EAST ALONG STIMSON ROAD 1.31 MILES TO ITS INTERSECTION WITH CLEVELAND
 MB3058'MASSILLON ROAD.  TURN LEFT AND PROCEED NORTH ALONG CLEVELAND MASSILLON
 MB3058'ROAD 0.6 MILES TO THE STATION ON THE RIGHT.
 MB3058'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3058'CONCRETE 2 INCHES BELOW GROUND SURFACE PROTECTED BY A 7 INCH ROUND
 MB3058'IRON BOX AND STAMPED CP-102.  THE STATION IS 18.5 FEET NORTH FROM THE
 MB3058'CENTERLINE OF GRAVEL DRIVE NUMBER 2111, 18.0 FEET EAST FROM THE
 MB3058'CENTERLINE OF CLEVELAND MASSILLON ROAD, 30.5 FEET SOUTHEAST FROM THE
 MB3058'CENTERLINE OF THE INTERSECTION OF CLEVELAND MASSILLON ROAD AND MINOR
 MB3058'ROAD, 34.0 FEET SOUTH FROM GRAVEL DRIVE, AND 6.0 FEET WEST FROM A
 MB3058'METAL WITNESS POST.  THE STATION IS 842.46 METERS FROM STATION CP-101.
 MB3058
 MB3058                          STATION RECOVERY (2002)
 MB3058
 MB3058'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 MB3058'THE LID IS MISSING FROM THE IRON BOX. THE DRIVE NUMBER 2111 IS NOW
 MB3058'PAVED INSTEAD OF GRAVEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3059 ***********************************************************************
 MB3059  DESIGNATION -  CP 105
 MB3059  PID         -  MB3059
 MB3059  STATE/COUNTY-  OH/SUMMIT
 MB3059  USGS QUAD   -  WADSWORTH (1994)
 MB3059
 MB3059                         *CURRENT SURVEY CONTROL
 MB3059  ___________________________________________________________________
 MB3059* NAD 83(1995)-  41 06 41.97678(N)    081 38 40.10232(W)     ADJUSTED  
 MB3059* NAVD 88     -       334.1    (meters)    1096.     (feet)  VERTCON   
 MB3059  ___________________________________________________________________
 MB3059  X           -     699,354.123 (meters)                     COMP
 MB3059  Y           -  -4,761,588.520 (meters)                     COMP
 MB3059  Z           -   4,171,971.665 (meters)                     COMP
 MB3059  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 MB3059  ELLIP HEIGHT-         300.64  (meters)          (10/07/05) GPS OBS
 MB3059  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB3059
 MB3059  HORZ ORDER  -  FIRST
 MB3059  ELLP ORDER  -  FOURTH    CLASS I
 MB3059
 MB3059.The horizontal coordinates were established by GPS observations
 MB3059.and adjusted by the National Geodetic Survey in April 1998..
 MB3059
 MB3059.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3059
 MB3059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3059
 MB3059.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3059
 MB3059.The ellipsoidal height was determined by GPS observations
 MB3059.and is referenced to NAD 83.
 MB3059
 MB3059.The geoid height was determined by GEOID03.
 MB3059
 MB3059;                    North         East     Units Scale Factor Converg.
 MB3059;SPC OH N     -   160,813.180   671,852.817   MT  0.99993943   +0 33 43.3
 MB3059;UTM  17      - 4,551,352.628   445,890.263   MT  0.99963603   -0 25 25.6
 MB3059
 MB3059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3059!SPC OH N     -   0.99995284  x   0.99993943  =   0.99989228
 MB3059!UTM  17      -   0.99995284  x   0.99963603  =   0.99958889
 MB3059
 MB3059|---------------------------------------------------------------------|
 MB3059| PID    Reference Object                     Distance      Geod. Az  |
 MB3059|                                                           dddmmss.s |
 MB3059| MB3060 CP 107                              328.453 METERS 27040     |
 MB3059|---------------------------------------------------------------------|
 MB3059
 MB3059                          SUPERSEDED SURVEY CONTROL
 MB3059
 MB3059  ELLIP H (04/01/98)  300.70   (m)                       GP(       ) 4 1
 MB3059  NAD 83(1986)-  41 06 41.98486(N)    081 38 40.10416(W) AD(       ) 1
 MB3059  NGVD 29 (09/26/91)  334.3    (m)         1097.     (f) GPS OBS        
 MB3059
 MB3059.Superseded values are not recommended for survey control.
 MB3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3059.See file dsdata.txt to determine how the superseded data were derived.
 MB3059
 MB3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4589051353(NAD 83)
 MB3059_MARKER: DD = SURVEY DISK
 MB3059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3059_SP_SET: CONCRETE POST
 MB3059_STAMPING: CP-105
 MB3059_MARK LOGO: OH-153
 MB3059_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3059+STABILITY: SURFACE MOTION
 MB3059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3059+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3059
 MB3059  HISTORY     - Date     Condition        Report By
 MB3059  HISTORY     - 1990     MONUMENTED       OH-153
 MB3059
 MB3059                          STATION DESCRIPTION
 MB3059
 MB3059'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3059'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.1 MILES
 MB3059'NORTHWEST OF THE   CITY  OF AKRON.
 MB3059'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
 MB3059'HIGHWAY 77 PROCEED SOUTH ALONG STATE ROUTE 21 0.57 MILES TO ITS
 MB3059'INTERSECTION WITH RIDGEWOOD ROAD, ROUTE 83.  TURN LEFT AND PROCEED
 MB3059'EAST ALONG RIDGEWOOD ROAD 0.6 MILES TO THE STATION ON THE LEFT 185
 MB3059'FEET WEST OF THE INTERSECTION OF RIDGEWOOD ROAD AND CLEVELAND
 MB3059'MASSILLON ROAD.
 MB3059'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3059'CONCRETE 2 INCHES BELOW GROUND AND STAMPED CP-105.  THE STATION IS
 MB3059'54.0 FEET NORTH FROM THE CENTERLINE OF RIDGEWOOD ROAD, 21.5 FEET
 MB3059'NORTHWEST FROM A METAL WITNESS POST, AND 23.6 FEET NORTHWEST FROM
 MB3059'TELEPHONE POLE NUMBER 1202.2.  THE STATION IS 328.47 METERS FROM
 MB3059'STATION CP-107.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3060 ***********************************************************************
 MB3060  DESIGNATION -  CP 107
 MB3060  PID         -  MB3060
 MB3060  STATE/COUNTY-  OH/SUMMIT
 MB3060  USGS QUAD   -  WADSWORTH (1994)
 MB3060
 MB3060                         *CURRENT SURVEY CONTROL
 MB3060  ___________________________________________________________________
 MB3060* NAD 83(1995)-  41 06 42.10173(N)    081 38 54.17908(W)     ADJUSTED  
 MB3060* NAVD 88     -       332.2    (meters)    1090.     (feet)  VERTCON   
 MB3060  ___________________________________________________________________
 MB3060  X           -     699,028.590 (meters)                     COMP
 MB3060  Y           -  -4,761,632.343 (meters)                     COMP
 MB3060  Z           -   4,171,973.347 (meters)                     COMP
 MB3060  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 MB3060  ELLIP HEIGHT-         298.78  (meters)          (10/07/05) GPS OBS
 MB3060  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB3060
 MB3060  HORZ ORDER  -  THIRD
 MB3060  ELLP ORDER  -  FOURTH    CLASS I
 MB3060
 MB3060.The horizontal coordinates were established by GPS observations
 MB3060.and adjusted by the National Geodetic Survey in April 1998..
 MB3060
 MB3060.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3060
 MB3060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3060
 MB3060.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3060
 MB3060.The ellipsoidal height was determined by GPS observations
 MB3060.and is referenced to NAD 83.
 MB3060
 MB3060.The geoid height was determined by GEOID03.
 MB3060
 MB3060;                    North         East     Units Scale Factor Converg.
 MB3060;SPC OH N     -   160,813.820   671,524.385   MT  0.99993943   +0 33 34.1
 MB3060;UTM  17      - 4,551,358.916   445,561.989   MT  0.99963647   -0 25 34.8
 MB3060
 MB3060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3060!SPC OH N     -   0.99995314  x   0.99993943  =   0.99989257
 MB3060!UTM  17      -   0.99995314  x   0.99963647  =   0.99958962
 MB3060
 MB3060|---------------------------------------------------------------------|
 MB3060| PID    Reference Object                     Distance      Geod. Az  |
 MB3060|                                                           dddmmss.s |
 MB3060| MB3059 CP 105                              328.453 METERS 09040     |
 MB3060|---------------------------------------------------------------------|
 MB3060
 MB3060                          SUPERSEDED SURVEY CONTROL
 MB3060
 MB3060  ELLIP H (04/01/98)  298.84   (m)                       GP(       ) 4 1
 MB3060  NAD 83(1986)-  41 06 42.10984(N)    081 38 54.18091(W) AD(       ) 3
 MB3060  NGVD 29 (09/26/91)  332.4    (m)         1091.     (f) GPS OBS        
 MB3060
 MB3060.Superseded values are not recommended for survey control.
 MB3060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3060.See file dsdata.txt to determine how the superseded data were derived.
 MB3060
 MB3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4556251359(NAD 83)
 MB3060_MARKER: DD = SURVEY DISK
 MB3060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3060_SP_SET: CONCRETE POST
 MB3060_STAMPING: CP-107
 MB3060_MARK LOGO: OH-153
 MB3060_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3060+STABILITY: SURFACE MOTION
 MB3060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3060+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3060
 MB3060  HISTORY     - Date     Condition        Report By
 MB3060  HISTORY     - 1990     MONUMENTED       OH-153
 MB3060
 MB3060                          STATION DESCRIPTION
 MB3060
 MB3060'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3060'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.4 MILES
 MB3060'NORTHWEST OF THE   CITY  OF AKRON.
 MB3060'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
 MB3060'HIGHWAY 77 PROCEED SOUTH ALONG STATE ROUTE 21 0.57 MILES TO ITS
 MB3060'INTERSECTION WITH RIDGEWOOD ROAD, ROUTE 83.  TURN LEFT AND PROCEED
 MB3060'EAST ALONG RIDGEWOOD ROAD 0.9 MILES TO THE STATION ON THE RIGHT.
 MB3060'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3060'CONCRETE FLUSH WITH THE GROUND AND STAMPED CP-107.  THE STATION IS
 MB3060'57.5 FEET NORTH FROM THE CENTERLINE OF RIDGEWOOD ROAD, 19.0 FEET
 MB3060'NORTHWEST FROM TELEPHONE POLE NUMBER 1202.1, 29.0 FEET EAST FROM THE
 MB3060'EDGE OF PAVEMENT, AND 3.0 FEET EAST FROM METAL WITNESS POST.  THE
 MB3060'STATION IS 328.47 METERS FROM STATION CP-105.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3061 ***********************************************************************
 MB3061  DESIGNATION -  CP 108
 MB3061  PID         -  MB3061
 MB3061  STATE/COUNTY-  OH/SUMMIT
 MB3061  USGS QUAD   -  WADSWORTH (1994)
 MB3061
 MB3061                         *CURRENT SURVEY CONTROL
 MB3061  ___________________________________________________________________
 MB3061* NAD 83(1995)-  41 04 49.64140(N)    081 41 15.37929(W)     ADJUSTED  
 MB3061* NAVD 88     -       323.7    (meters)    1062.     (feet)  VERTCON   
 MB3061  ___________________________________________________________________
 MB3061  X           -     696,097.590 (meters)                     COMP
 MB3061  Y           -  -4,764,360.024 (meters)                     COMP
 MB3061  Z           -   4,169,353.195 (meters)                     COMP
 MB3061  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 MB3061  ELLIP HEIGHT-         290.32  (meters)          (10/07/05) GPS OBS
 MB3061  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MB3061
 MB3061  HORZ ORDER  -  FIRST
 MB3061  ELLP ORDER  -  FOURTH    CLASS I
 MB3061
 MB3061.The horizontal coordinates were established by GPS observations
 MB3061.and adjusted by the National Geodetic Survey in April 1998..
 MB3061
 MB3061.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3061
 MB3061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3061
 MB3061.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3061
 MB3061.The ellipsoidal height was determined by GPS observations
 MB3061.and is referenced to NAD 83.
 MB3061
 MB3061.The geoid height was determined by GEOID03.
 MB3061
 MB3061;                    North         East     Units Scale Factor Converg.
 MB3061;SPC OH N     -   157,313.487   668,262.651   MT  0.99993917   +0 32 01.3
 MB3061;UTM  17      - 4,547,916.247   442,241.522   MT  0.99964106   -0 27 06.7
 MB3061
 MB3061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3061!SPC OH N     -   0.99995446  x   0.99993917  =   0.99989364
 MB3061!UTM  17      -   0.99995446  x   0.99964106  =   0.99959554
 MB3061
 MB3061|---------------------------------------------------------------------|
 MB3061| PID    Reference Object                     Distance      Geod. Az  |
 MB3061|                                                           dddmmss.s |
 MB3061| MB3062 CP 109                              293.045 METERS 07134     |
 MB3061|---------------------------------------------------------------------|
 MB3061
 MB3061                          SUPERSEDED SURVEY CONTROL
 MB3061
 MB3061  ELLIP H (04/01/98)  290.39   (m)                       GP(       ) 4 1
 MB3061  NAD 83(1986)-  41 04 49.64963(N)    081 41 15.38106(W) AD(       ) 1
 MB3061  NGVD 29 (09/26/91)  323.9    (m)         1063.     (f) GPS OBS        
 MB3061
 MB3061.Superseded values are not recommended for survey control.
 MB3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3061.See file dsdata.txt to determine how the superseded data were derived.
 MB3061
 MB3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4224247916(NAD 83)
 MB3061_MARKER: DD = SURVEY DISK
 MB3061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3061_SP_SET: CONCRETE POST
 MB3061_STAMPING: CP-108
 MB3061_MARK LOGO: OH-153
 MB3061_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3061+STABILITY: SURFACE MOTION
 MB3061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3061+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2002
 MB3061
 MB3061  HISTORY     - Date     Condition        Report By
 MB3061  HISTORY     - 1990     MONUMENTED       OH-153
 MB3061  HISTORY     - 20020505 GOOD             USPSQD
 MB3061
 MB3061                          STATION DESCRIPTION
 MB3061
 MB3061'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3061'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 8.9 MILES
 MB3061'NORTHWEST OF THE   CITY  OF AKRON.
 MB3061'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224 AND 76
 MB3061'AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.75 MILES TO
 MB3061'ITS INTERSECTION WITH ROUTE 207.  TURN LEFT AND PROCEED WEST ALONG
 MB3061'ROUTE 207 1.23 MILES TO ITS INTERSECTION WITH MEDINA LINE ROAD.  TURN
 MB3061'LEFT AND PROCEED SOUTH ALONG MEDINA LINE ROAD 0.17 MILES TO THE
 MB3061'STATION ON THE RIGHT 225 FEET SOUTH OF THE INTERSECTION OF MEDINA LINE
 MB3061'ROAD AND FIXLER ROAD.
 MB3061'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3061'CONCRETE FLUSH WITH THE GROUND AND STAMPED CP-108.  THE STATION IS
 MB3061'40.0 FEET SOUTH OF A POWER POLE, 27.0 FEET WEST FROM THE CENTERLINE OF
 MB3061'MEDINA LINE ROAD AND 2.5 FEET NORTHEAST FROM A 2 INCH IRON PIPE.  THE
 MB3061'STATION IS 293.06 METERS FROM STATION CP-109.
 MB3061
 MB3061                          STATION RECOVERY (2002)
 MB3061
 MB3061'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 MB3061'PROCEED SOUTH ALONG MEDINA LINE ROAD 0.06 MILES (NOT 0.17 MILES). IT
 MB3061'IS 2 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3062 ***********************************************************************
 MB3062  DESIGNATION -  CP 109
 MB3062  PID         -  MB3062
 MB3062  STATE/COUNTY-  OH/SUMMIT
 MB3062  USGS QUAD   -  WADSWORTH (1994)
 MB3062
 MB3062                         *CURRENT SURVEY CONTROL
 MB3062  ___________________________________________________________________
 MB3062* NAD 83(1995)-  41 04 52.64491(N)    081 41 03.46908(W)     ADJUSTED  
 MB3062* NAVD 88     -       310.6    (meters)    1019.     (feet)  VERTCON   
 MB3062  ___________________________________________________________________
 MB3062  X           -     696,362.458 (meters)                     COMP
 MB3062  Y           -  -4,764,249.789 (meters)                     COMP
 MB3062  Z           -   4,169,414.418 (meters)                     COMP
 MB3062  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 MB3062  ELLIP HEIGHT-         277.20  (meters)          (10/07/05) GPS OBS
 MB3062  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB3062
 MB3062  HORZ ORDER  -  THIRD
 MB3062  ELLP ORDER  -  FOURTH    CLASS I
 MB3062
 MB3062.The horizontal coordinates were established by GPS observations
 MB3062.and adjusted by the National Geodetic Survey in April 1998..
 MB3062
 MB3062.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3062
 MB3062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3062
 MB3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3062
 MB3062.The ellipsoidal height was determined by GPS observations
 MB3062.and is referenced to NAD 83.
 MB3062
 MB3062.The geoid height was determined by GEOID03.
 MB3062
 MB3062;                    North         East     Units Scale Factor Converg.
 MB3062;SPC OH N     -   157,408.727   668,539.769   MT  0.99993917   +0 32 09.2
 MB3062;UTM  17      - 4,548,006.679   442,520.153   MT  0.99964066   -0 26 58.9
 MB3062
 MB3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3062!SPC OH N     -   0.99995652  x   0.99993917  =   0.99989569
 MB3062!UTM  17      -   0.99995652  x   0.99964066  =   0.99959720
 MB3062
 MB3062|---------------------------------------------------------------------|
 MB3062| PID    Reference Object                     Distance      Geod. Az  |
 MB3062|                                                           dddmmss.s |
 MB3062| MB3061 CP 108                              293.045 METERS 25134     |
 MB3062|---------------------------------------------------------------------|
 MB3062
 MB3062                          SUPERSEDED SURVEY CONTROL
 MB3062
 MB3062  ELLIP H (04/01/98)  277.27   (m)                       GP(       ) 4 1
 MB3062  NAD 83(1986)-  41 04 52.65314(N)    081 41 03.47085(W) AD(       ) 3
 MB3062  NGVD 29 (09/26/91)  310.8    (m)         1020.     (f) GPS OBS        
 MB3062
 MB3062.Superseded values are not recommended for survey control.
 MB3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3062.See file dsdata.txt to determine how the superseded data were derived.
 MB3062
 MB3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4252048007(NAD 83)
 MB3062_MARKER: DD = SURVEY DISK
 MB3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3062_SP_SET: CONCRETE POST
 MB3062_STAMPING: CP-109
 MB3062_MARK LOGO: OH-153
 MB3062_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3062+STABILITY: SURFACE MOTION
 MB3062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3062+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2002
 MB3062
 MB3062  HISTORY     - Date     Condition        Report By
 MB3062  HISTORY     - 1990     MONUMENTED       OH-153
 MB3062  HISTORY     - 20020504 GOOD             USPSQD
 MB3062
 MB3062                          STATION DESCRIPTION
 MB3062
 MB3062'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3062'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 8.9 MILES
 MB3062'NORTHWEST OF THE   CITY  OF AKRON.
 MB3062'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224 AND 76
 MB3062'AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.75 MILES TO
 MB3062'ITS INTERSECTION WITH ROUTE 207 (MINOR ROAD).  TURN LEFT AND PROCEED
 MB3062'WEST ALONG ROUTE 207 (MINOR ROAD) 1.0 MILES TO THE STATION ON THE
 MB3062'RIGHT.
 MB3062'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3062'CONCRETE FLUSH WITH THE GROUND AND STAMPED CP-109.  THE STATION IS
 MB3062'18.0 FEET NORTH FROM THE CENTERLINE OF MINOR ROAD, 62.0 FEET WEST FROM
 MB3062'POWER POLE, 2.0 FEET SOUTH FROM METAL WITNESS POST AND 13.0 FEET
 MB3062'SOUTHWEST FROM AN IRON GATE POST.  THE STATION IS 293.06 METERS FROM
 MB3062'STATION CP-108.
 MB3062
 MB3062                          STATION RECOVERY (2002)
 MB3062
 MB3062'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 MB3062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3063 ***********************************************************************
 MB3063  DESIGNATION -  CP 110
 MB3063  PID         -  MB3063
 MB3063  STATE/COUNTY-  OH/SUMMIT
 MB3063  USGS QUAD   -  AKRON WEST (1994)
 MB3063
 MB3063                         *CURRENT SURVEY CONTROL
 MB3063  ___________________________________________________________________
 MB3063* NAD 83(1995)-  41 04 24.94538(N)    081 36 44.24055(W)     ADJUSTED  
 MB3063* NAVD 88     -       302.3    (meters)     992.     (feet)  VERTCON   
 MB3063  ___________________________________________________________________
 MB3063  X           -     702,430.487 (meters)                     COMP
 MB3063  Y           -  -4,763,920.124 (meters)                     COMP
 MB3063  Z           -   4,168,764.773 (meters)                     COMP
 MB3063  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 MB3063  ELLIP HEIGHT-         268.86  (meters)          (10/07/05) GPS OBS
 MB3063  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MB3063
 MB3063  HORZ ORDER  -  FIRST
 MB3063  ELLP ORDER  -  FOURTH    CLASS I
 MB3063
 MB3063.The horizontal coordinates were established by GPS observations
 MB3063.and adjusted by the National Geodetic Survey in April 1998..
 MB3063
 MB3063.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3063
 MB3063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3063
 MB3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3063
 MB3063.The ellipsoidal height was determined by GPS observations
 MB3063.and is referenced to NAD 83.
 MB3063
 MB3063.The geoid height was determined by GEOID03.
 MB3063
 MB3063;                    North         East     Units Scale Factor Converg.
 MB3063;SPC OH N     -   156,613.415   674,598.759   MT  0.99993915   +0 34 59.5
 MB3063;UTM  17      - 4,547,107.543   448,562.739   MT  0.99963256   -0 24 08.3
 MB3063
 MB3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3063!SPC OH N     -   0.99995783  x   0.99993915  =   0.99989698
 MB3063!UTM  17      -   0.99995783  x   0.99963256  =   0.99959040
 MB3063
 MB3063                          SUPERSEDED SURVEY CONTROL
 MB3063
 MB3063  ELLIP H (04/01/98)  268.91   (m)                       GP(       ) 4 1
 MB3063  NAD 83(1986)-  41 04 24.95323(N)    081 36 44.24263(W) AD(       ) 1
 MB3063  NGVD 29 (09/26/91)  302.5    (m)          992.     (f) GPS OBS        
 MB3063
 MB3063.Superseded values are not recommended for survey control.
 MB3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3063.See file dsdata.txt to determine how the superseded data were derived.
 MB3063
 MB3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4856347108(NAD 83)
 MB3063_MARKER: DD = SURVEY DISK
 MB3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3063_SP_SET: CONCRETE POST
 MB3063_STAMPING: CP-110
 MB3063_MARK LOGO: OH-153
 MB3063_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3063+STABILITY: SURFACE MOTION
 MB3063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3063+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3063
 MB3063  HISTORY     - Date     Condition        Report By
 MB3063  HISTORY     - 1990     MONUMENTED       OH-153
 MB3063
 MB3063                          STATION DESCRIPTION
 MB3063
 MB3063'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3063'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.92 MILES WEST OF
 MB3063'THE   CITY  OF AKRON.
 MB3063'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 76 AND 224
 MB3063'AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.08 MILES TO
 MB3063'ITS INTERSECTION WITH STIMSON ROAD, ROUTE 209.  TURN RIGHT AND PROCEED
 MB3063'EAST ALONG STIMSON ROAD 1.31 MILES TO ITS INTERSECTION WITH CLEVELAND
 MB3063'MASSILLON ROAD.  TURN LEFT AND PROCEED NORTH ALONG CLEVELAND MASSILLON
 MB3063'ROAD 0.5 MILES TO ITS INTERSECTION WITH WRIGHT ROAD.  TURN RIGHT AND
 MB3063'PROCEED EAST ALONG WRIGHT ROAD APPROXIMATELY 1.8 MILES TO THE STATION
 MB3063'ON THE LEFT.
 MB3063'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3063'CONCRETE 3 INCHES BELOW THE GROUND AND STAMPED CP-110.  THE STATION IS
 MB3063'10.0 FEET SOUTHWEST FROM POWER POLE NUMBER CP2159, 9.0 FEET SOUTH FROM
 MB3063'A METAL WITNESS POST, AND 13.5 FEET NORTH FROM THE CENTERLINE OF
 MB3063'WRIGHT ROAD.  THE STATION IS 615.56 METERS FROM STATION CP-111.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3064 ***********************************************************************
 MB3064  DESIGNATION -  CP 111
 MB3064  PID         -  MB3064
 MB3064  STATE/COUNTY-  OH/SUMMIT
 MB3064  USGS QUAD   -  AKRON WEST (1994)
 MB3064
 MB3064                         *CURRENT SURVEY CONTROL
 MB3064  ___________________________________________________________________
 MB3064* NAD 83(1995)-  41 04 24.81887(N)    081 37 10.60948(W)     ADJUSTED  
 MB3064* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 MB3064  ___________________________________________________________________
 MB3064  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MB3064  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MB3064
 MB3064  HORZ ORDER  -  SECOND
 MB3064
 MB3064.The horizontal coordinates were established by classical geodetic methods
 MB3064.and adjusted by the National Geodetic Survey in April 1998..
 MB3064.No horizontal observational check was made to the station.
 MB3064
 MB3064.The orthometric height was scaled from a topographic map.
 MB3064
 MB3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3064
 MB3064.The geoid height was determined by GEOID03.
 MB3064
 MB3064;                    North         East     Units Scale Factor Converg.
 MB3064;SPC OH N     -   156,603.273   673,983.288   MT  0.99993915   +0 34 42.1
 MB3064;UTM  17      - 4,547,107.989   447,947.374   MT  0.99963335   -0 24 25.6
 MB3064
 MB3064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3064!SPC OH N     -   0.99995790  x   0.99993915  =   0.99989705
 MB3064!UTM  17      -   0.99995790  x   0.99963335  =   0.99959126
 MB3064
 MB3064                          SUPERSEDED SURVEY CONTROL
 MB3064
 MB3064  NAD 83(1986)-  41 04 24.82677(N)    081 37 10.61156(W) AD(       ) 2
 MB3064
 MB3064.Superseded values are not recommended for survey control.
 MB3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3064.See file dsdata.txt to determine how the superseded data were derived.
 MB3064
 MB3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4794747108(NAD 83)
 MB3064_MARKER: DD = SURVEY DISK
 MB3064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3064_SP_SET: CONCRETE POST
 MB3064_STAMPING: CP-111
 MB3064_MARK LOGO: OH-153
 MB3064_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3064+STABILITY: SURFACE MOTION
 MB3064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3064+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3064
 MB3064  HISTORY     - Date     Condition        Report By
 MB3064  HISTORY     - 1990     MONUMENTED       OH-153
 MB3064
 MB3064                          STATION DESCRIPTION
 MB3064
 MB3064'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3064'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.8 MILES WEST OF
 MB3064'THE   CITY  OF AKRON.
 MB3064'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 76 AND 224
 MB3064'AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.08 MILES TO
 MB3064'ITS INTERSECTION WITH STIMSON ROAD, ROUTE 209.  TURN RIGHT AND PROCEED
 MB3064'EAST ALONG STIMSON ROAD 1.31 MILE TO ITS INTERSECTION WITH CLEVELAND
 MB3064'MASSILLON ROAD.  TURN LEFT AND PROCEED NORTH ALONG CLEVELAND MASSILLON
 MB3064'ROAD 0.5 MILES TO ITS INTERSECTION WITH WRIGHT ROAD.  TURN RIGHT AND
 MB3064'PROCEED EAST ALONG WRIGHT ROAD APPROXIMATELY 1.4 MILES TO THE STATION
 MB3064'AT THE INTERSECTION OF JACOBY ROAD AND WRIGHT ROAD.
 MB3064'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3064'CONCRETE 6 INCHES BELOW THE GROUND PROTECTED BY A SEVEN INCH ROUND
 MB3064'IRON BOX AND STAMPED CP-110.  THE STATION IS 11.5 FEET SOUTHEAST FROM
 MB3064'A METAL WITNESS POST, 14.0 FEET SOUTHWEST FROM THE CENTERLINE OF
 MB3064'JACOBY ROAD, 3.0 FEET NORTH FROM THE CENTERLINE OF WRIGHT ROAD, AND
 MB3064'4.0 FEET NORTHEAST FROM A METAL WITNESS POST.  THE STATION IS 615.56
 MB3064'METERS FROM STATION CP-110.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6110 ***********************************************************************
 AB6110  CBN         -  This is a Cooperative Base Network Control Station.
 AB6110  PACS        -  This is a Primary Airport Control Station.
 AB6110  DESIGNATION -  CQA A
 AB6110  PID         -  AB6110
 AB6110  STATE/COUNTY-  OH/MERCER
 AB6110  USGS QUAD   -  MONTEZUMA (1982)
 AB6110
 AB6110                         *CURRENT SURVEY CONTROL
 AB6110  ___________________________________________________________________
 AB6110* NAD 83(1995)-  40 29 07.17171(N)    084 33 02.65896(W)     ADJUSTED  
 AB6110* NAVD 88     -       267.30   (meters)     877.0    (feet)  GPS OBS   
 AB6110  ___________________________________________________________________
 AB6110  X           -     461,343.011 (meters)                     COMP
 AB6110  Y           -  -4,836,115.931 (meters)                     COMP
 AB6110  Z           -   4,119,272.492 (meters)                     COMP
 AB6110  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AB6110  ELLIP HEIGHT-         233.86  (meters)          (03/08/05) GPS OBS
 AB6110  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AB6110
 AB6110  HORZ ORDER  -  B
 AB6110  ELLP ORDER  -  FOURTH    CLASS II
 AB6110
 AB6110.This mark is at Lakefield Airport (CQA)
 AB6110
 AB6110.The horizontal coordinates were established by GPS observations
 AB6110.and adjusted by the National Geodetic Survey in August 1996..
 AB6110
 AB6110.The orthometric height was determined by GPS observations and a
 AB6110.high-resolution geoid model.
 AB6110
 AB6110.GPS derived orthometric heights for airport stations designated as
 AB6110.PACS or SACS are published to 2 decimal places.  This maintains
 AB6110.centimeter relative accuracy between the PACS and SACS.  It does
 AB6110.not indicate centimeter accuracy relative to other marks which are
 AB6110.part of the NAVD 88 network.
 AB6110
 AB6110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6110
 AB6110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6110
 AB6110.The ellipsoidal height was determined by GPS observations
 AB6110.and is referenced to NAD 83.
 AB6110
 AB6110.The geoid height was determined by GEOID03.
 AB6110
 AB6110;                    North         East     Units Scale Factor Converg.
 AB6110;SPC OH N     -    92,953.500   426,143.285   MT  0.99999045   -1 20 50.0
 AB6110;UTM  16      - 4,484,507.560   707,590.628   MT  1.00013048   +1 35 26.7
 AB6110
 AB6110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6110!SPC OH N     -   0.99996332  x   0.99999045  =   0.99995377
 AB6110!UTM  16      -   0.99996332  x   1.00013048  =   1.00009379
 AB6110
 AB6110                          SUPERSEDED SURVEY CONTROL
 AB6110
 AB6110  ELLIP H (08/20/96)  233.88   (m)                       GP(       ) 4 2
 AB6110
 AB6110.Superseded values are not recommended for survey control.
 AB6110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6110.See file dsdata.txt to determine how the superseded data were derived.
 AB6110
 AB6110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0759184508(NAD 83)
 AB6110_MARKER: I = METAL ROD
 AB6110_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6110_STAMPING: CQA A
 AB6110_MARK LOGO: OHDT  
 AB6110_PROJECTION: FLUSH
 AB6110_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6110+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1997
 AB6110_ROD/PIPE-DEPTH: 11.0 meters
 AB6110_SLEEVE-DEPTH  : 0.9 meters
 AB6110
 AB6110  HISTORY     - Date     Condition        Report By
 AB6110  HISTORY     - 1995     MONUMENTED       OHDT
 AB6110  HISTORY     - 19970406 GOOD             ABW
 AB6110
 AB6110                          STATION DESCRIPTION
 AB6110
 AB6110'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CMS)
 AB6110'STATION IS LOCATED ABOUT 5 MILES (8.0 KM) SOUTH-SOUTHEAST OF CELINA,
 AB6110'1.2 MILES (1.9 KM) EAST OF US HIGHWAY 127, AT THE MERCER COUNTY
 AB6110'AIRPORT, AT THE EASTERLY END OF THE AIRPORT PROPERTY.  OWNERSHIP
 AB6110'MERCER COUNTY, C/O MANAGER MICHAEL W.  HULL, LAKEFIELD AIRPORT, 6177
 AB6110'STATE ROUTE 219, CELINA OH 45822 PHONE 419-268-2190.  TO REACH FROM
 AB6110'THE JUNCTION OF US HIGHWAY 127 AND STATE HIGHWAY 29 AT THE SOUTH EDGE
 AB6110'OF CELINA, GO SOUTH ON HIGHWAY 127 FOR 4.4 MILES (7.1 KM) TO ITS
 AB6110'JUNCTION WITH STATE HIGHWAY 219.  TURN LEFT, NORTHEAST, ON HIGHWAY 219
 AB6110'FOR 1.2 MILES (1.9 KM) TO THE TRAFFIC LIGHT AT CANAL STREET IN
 AB6110'MONTEZUMA.  TURN RIGHT ON CANAL STREET AND GO 0.3 MILES (0.5 KM) JUST
 AB6110'PAST THE S CURVE.  THE MARK IS ON THE RIGHT SIDE OF THE ROAD 41.3 WEST
 AB6110'OF THE WEST EDGE OF PAVEMENT, 113.0 FEET (34.4 M) SOUTHWEST OF A
 AB6110'TELEPHONE POLE, AND 75.5 FEET (23.0 M) SOUTHWEST OF A TELEPHONE
 AB6110'PEDESTAL.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO
 AB6110'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AB6110'MARK.  THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 36
 AB6110'FT.
 AB6110
 AB6110                          STATION RECOVERY (1997)
 AB6110
 AB6110'RECOVERY NOTE BY ABW MAPPING AND CONSULTING 1997 (DAA)
 AB6110'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6067 ***********************************************************************
 AB6067  CBN         -  This is a Cooperative Base Network Control Station.
 AB6067  DESIGNATION -  CRA GAR
 AB6067  PID         -  AB6067
 AB6067  STATE/COUNTY-  OH/CRAWFORD
 AB6067  USGS QUAD   -  BUCYRUS (1981)
 AB6067
 AB6067                         *CURRENT SURVEY CONTROL
 AB6067  ___________________________________________________________________
 AB6067* NAD 83(1995)-  40 50 28.20226(N)    082 55 50.71944(W)     ADJUSTED  
 AB6067* NAVD 88     -       318.4    (meters)    1045.     (feet)  GPS OBS   
 AB6067  ___________________________________________________________________
 AB6067  X           -     594,712.631 (meters)                     COMP
 AB6067  Y           -  -4,795,624.463 (meters)                     COMP
 AB6067  Z           -   4,149,280.693 (meters)                     COMP
 AB6067  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 AB6067  ELLIP HEIGHT-         283.88  (meters)          (03/08/05) GPS OBS
 AB6067  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 AB6067
 AB6067  HORZ ORDER  -  B
 AB6067  ELLP ORDER  -  FOURTH    CLASS II
 AB6067
 AB6067.The horizontal coordinates were established by GPS observations
 AB6067.and adjusted by the National Geodetic Survey in August 1996..
 AB6067
 AB6067.The orthometric height was determined by GPS observations and a
 AB6067.high-resolution geoid model.
 AB6067
 AB6067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6067
 AB6067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6067
 AB6067.The ellipsoidal height was determined by GPS observations
 AB6067.and is referenced to NAD 83.
 AB6067
 AB6067.The geoid height was determined by GEOID03.
 AB6067
 AB6067;                    North         East     Units Scale Factor Converg.
 AB6067;SPC OH N     -   130,513.058   563,673.530   MT  0.99994692   -0 16 58.7
 AB6067;UTM  17      - 4,522,919.277   337,226.817   MT  0.99992612   -1 15 46.5
 AB6067
 AB6067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6067!SPC OH N     -   0.99995547  x   0.99994692  =   0.99990239
 AB6067!UTM  17      -   0.99995547  x   0.99992612  =   0.99988160
 AB6067
 AB6067                          SUPERSEDED SURVEY CONTROL
 AB6067
 AB6067  ELLIP H (08/20/96)  283.90   (m)                       GP(       ) 4 2
 AB6067
 AB6067.Superseded values are not recommended for survey control.
 AB6067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6067.See file dsdata.txt to determine how the superseded data were derived.
 AB6067
 AB6067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3722722919(NAD 83)
 AB6067_MARKER: I = METAL ROD
 AB6067_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6067_STAMPING: CRA GAR 1995
 AB6067_MARK LOGO: OHDT  
 AB6067_PROJECTION: FLUSH
 AB6067_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6067+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6067_ROD/PIPE-DEPTH: 8.5  meters
 AB6067_SLEEVE-DEPTH  : 0.9 meters
 AB6067
 AB6067  HISTORY     - Date     Condition        Report By
 AB6067  HISTORY     - 1995     MONUMENTED       OHDT
 AB6067
 AB6067                          STATION DESCRIPTION
 AB6067
 AB6067'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (SLQ)
 AB6067'THE MARK IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF BUCYRUS, AND
 AB6067'ABOUT 5.6 KM (3.45 MI) SOUTHWEST OF SULPHER SPRINGS AND ABOUT 0.40 KM
 AB6067'(0.25 MI) NORTH OF SR 98 ON TOWNSHIP ROAD 82, KIESS ROAD, AT BUCYRUS
 AB6067'RESERVIOR NUMBER 4, IN THE NORTHWEST QUARTER OF SECTION 29, T 2 S, R
 AB6067'17 E, IN LIBERTY TOWNSHIP.  OWNERSHIP--CITY OF BUCYRUS, C/O CITY
 AB6067'SERVICES DIRECTOR, 500 SOUTH SANDUSKY, BUCYRUS, OHIO.  PHONE (419)
 AB6067'562-6929.  TO REACH THE MARK FROM THE INTERSECTION OF BUSINESS LOOP US
 AB6067'30 AND SR 4 AND SR 98 AT THE SQUARE IN BUCYRUS, GO NORTH ON SR 4 AND
 AB6067'SR 98 0.6 KM (0.35 MI) TO WHERE THE ROUTES SPLIT, TURN RIGHT ON SR 98
 AB6067'AND GO 4.59 KM (2.85 MI) TO THE INTERSECTION OF TOWNSHIP ROAD 82,
 AB6067'KIESS ROAD, TURN LEFT, NORTH ON KIESS ROAD FOR 0.40 KM (0.25 MI) TO A
 AB6067'GRAVEL PARKING AREA AT THE BUCYRUS RESEVIOR 4 AND THE MARK ON THE
 AB6067'LEFT, 13.4 M (44.0 FT) SOUTH OF THE CENTERLINE OF THE DRIVE TO THE
 AB6067'PARKING AREA, 8.5 M (27.9 FT) WEST OF THE CENTERLINE OF KIESS ROAD,
 AB6067'23.5 M (77.1 FT) EAST OF THE SOUTHEAST CORNER OF AN ASPHALT PAD FOR A
 AB6067'SMALL PAVILLION.  THE MARK IS A 9/16 INCH DIAMETER STAINLESS STEEL ROD
 AB6067'DRIVEN TO REFUSAL AT A DEPTH OF 8.5 M (27.9 FT) WITH A 0.9 M (3.0 FT)
 AB6067'GREASED SLEEVE, AND ENCASED IN A 5 INCH PVC WITH AN ALUMINUM COVER,
 AB6067'STAMPED --CRA GAR 1995--, AND A REMOVABLE LID, SET FLUSH WITH THE
 AB6067'GROUND, AND AN ORANGE CARSONITE WITNESS POST WAS SET 0.6 M (2.0 FT)
 AB6067'WEST OF THE MARK.  NOTE--THE MARK IS ACCESSIBLE AT ALL TIMES.  THE
 AB6067'SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1766 ***********************************************************************
 KZ1766  DESIGNATION -  CRAB
 KZ1766  PID         -  KZ1766
 KZ1766  STATE/COUNTY-  OH/HOLMES
 KZ1766  USGS QUAD   -  GLENMONT (1962)
 KZ1766
 KZ1766                         *CURRENT SURVEY CONTROL
 KZ1766  ___________________________________________________________________
 KZ1766* NAD 83(1995)-  40 37 18.74723(N)    082 06 22.50622(W)     ADJUSTED  
 KZ1766* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 KZ1766  ___________________________________________________________________
 KZ1766  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 KZ1766  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KZ1766
 KZ1766  HORZ ORDER  -  SECOND
 KZ1766
 KZ1766.The horizontal coordinates were established by classical geodetic methods
 KZ1766.and adjusted by the National Geodetic Survey in April 1998..
 KZ1766
 KZ1766.The orthometric height was scaled from a topographic map.
 KZ1766
 KZ1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1766
 KZ1766.The geoid height was determined by GEOID03.
 KZ1766
 KZ1766;                    North         East     Units Scale Factor Converg.
 KZ1766;SPC OH N     -   106,147.390   633,315.545   MT  0.99996923   +0 15 31.2
 KZ1766;UTM  17      - 4,497,371.036   406,431.973   MT  0.99970776   -0 43 13.1
 KZ1766
 KZ1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1766!SPC OH N     -   0.99994375  x   0.99996923  =   0.99991298
 KZ1766!UTM  17      -   0.99994375  x   0.99970776  =   0.99965152
 KZ1766
 KZ1766|---------------------------------------------------------------------|
 KZ1766| PID    Reference Object                     Distance      Geod. Az  |
 KZ1766|                                                           dddmmss.s |
 KZ1766| CE5913 CRAB RM 1                            13.304 METERS 06929     |
 KZ1766| CE5912 CRAB AZ MK                                         1853833.1 |
 KZ1766| KZ1765 NASHVILLE CH OF CHRIST SPIRE        APPROX. 2.9 KM 1884009.7 |
 KZ1766| CE5914 CRAB RM 2                             9.459 METERS 35206     |
 KZ1766|---------------------------------------------------------------------|
 KZ1766
 KZ1766                          SUPERSEDED SURVEY CONTROL
 KZ1766
 KZ1766  NAD 83(1986)-  40 37 18.75183(N)    082 06 22.50884(W) AD(       ) 2
 KZ1766  NAD 27      -  40 37 18.52764(N)    082 06 22.96487(W) AD(       ) 2
 KZ1766
 KZ1766.Superseded values are not recommended for survey control.
 KZ1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1766.See file dsdata.txt to determine how the superseded data were derived.
 KZ1766
 KZ1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0643297371(NAD 83)
 KZ1766_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1766
 KZ1766  HISTORY     - Date     Condition        Report By
 KZ1766  HISTORY     - 1959     MONUMENTED       CGS
 KZ1766
 KZ1766                          STATION DESCRIPTION
 KZ1766
 KZ1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1766'THE STATION IS ABOUT 2 MILES NORTH OF NASHVILLE, 6.5 MILES EAST OF
 KZ1766'LOUDONVILLE, 1 MILE EAST OF
 KZ1766'CRAB RUN CREEK, IN THE NORTHEAST QUARTER OFSECTION 12, T 19 N, R 15
 KZ1766'W, WASHINGTON TOWNSHIP, AND IN
 KZ1766'PASTURE LAND OWNED BY MR. H.H. STRANG WHO LIVES ABOUT 0.25
 KZ1766'MILE SOUTH OF THE STATION.
 KZ1766'
 KZ1766'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 514
 KZ1766'IN NASHVILLE, GO NORTHEAST ON
 KZ1766'STATE HIGHWAY 514 FOR 0.6 MILE TO A FORK IN THE ROAD.  BEAR LEFT AND
 KZ1766'GO NORTH ON HOLMES COUNTY TOWNSHIP
 KZ1766'ROAD 367 FOR 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KZ1766'CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.2 MILE TO
 KZ1766'WHERE THE GRAVEL ROAD TURNS EAST AND
 KZ1766'A WOODEN GATE ON THE LEFT.  PASS THROUGH THE GATE AND GO NORTHERLY
 KZ1766'THROUGH THE PASTURE FOR 0.15 MILE
 KZ1766'TO THE EAST SIDE OF AN OLD BARN.  BEAR RIGHT AND GO EASTERLY FOR 0.05
 KZ1766'MILE TO A SMALL KNOLL AND THE STATION
 KZ1766'AS DESCRIBED.
 KZ1766'
 KZ1766'STATION MARKS ARE STANDARD DISKS STAMPED CRAB 1959.  THE SURFACE DISK
 KZ1766'IS SET IN A SQUARE CONCRETE
 KZ1766'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 118.5 FEET
 KZ1766'EAST OF THE NORTHEAST CORNER OF A
 KZ1766'CHICKEN HOUSE, 100 FEET SOUTHWEST OF THE HIGHEST
 KZ1766'POINT OF THE KNOLL, 78 FEET SOUTH OF A 24 INCH OAK
 KZ1766'TREE WITH A TRIANGLE BLAZE AND 69
 KZ1766'FEET WEST OF A 36 INCH OAK TREE.  A STANDARD METAL WITNESS POST WAS
 KZ1766'SET 4.5 FEET SOUTH OF THE STATION.
 KZ1766'
 KZ1766'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CRAB NO 1 1959, IS
 KZ1766'CEMENTED IN A DRILL HOLE IN
 KZ1766'OUTCROPPING BEDROCK WHICH PROJECTS 12 INCHES ON THE SOUTH SIDE.  IT
 KZ1766'IS 28 FEET NORTHWEST OF THE 36
 KZ1766'INCH OAK TREE.
 KZ1766'
 KZ1766'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CRAB NO 2 1959, IS
 KZ1766'CEMENTED IN A DRILL HOLE IN
 KZ1766'OUTCROPPING BEDROCK WHICH PROJECTS 10 INCHES ON THE WEST SIDE.  IT IS
 KZ1766'52.5 FEET SOUTHEAST OF THE 24
 KZ1766'INCH OAK TREE WITH A TRIANGLE BLAZE.
 KZ1766'
 KZ1766'AZIMUTH MARK, A STANDARD DISK STAMPED CRAB 1959, IS SET IN A SQUARE
 KZ1766'CONCRETE POST WHICH PROJECTS 4
 KZ1766'INCHES.  IT IS 169 FEET SOUTH OF A FARM DRIVEWAY, 14 FEET WEST OF THE
 KZ1766'CENTERLINE OF THE GRAVEL ROAD AND 1
 KZ1766'FOOT EAST OF A NORTH-SOUTH FENCELINE.  A STANDARD
 KZ1766'METAL WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 KZ1766'
 KZ1766'NOTE- THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 KZ1766'INCHES BELOW THE SURFACE OF THE
 KZ1766'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0803 ***********************************************************************
 MB0803  DESIGNATION -  CRAIG
 MB0803  PID         -  MB0803
 MB0803  STATE/COUNTY-  OH/MAHONING
 MB0803  USGS QUAD   -  NEWTON FALLS (1994)
 MB0803
 MB0803                         *CURRENT SURVEY CONTROL
 MB0803  ___________________________________________________________________
 MB0803* NAD 83(1995)-  41 07 47.33252(N)    080 59 54.36313(W)     ADJUSTED  
 MB0803* NAVD 88     -       291.441  (meters)     956.17   (feet)  ADJUSTED  
 MB0803  ___________________________________________________________________
 MB0803  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MB0803  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB0803  DYNAMIC HT  -         291.311 (meters)     955.74  (feet)  COMP
 MB0803  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 MB0803
 MB0803  HORZ ORDER  -  SECOND
 MB0803  VERT ORDER  -  SECOND    CLASS 0
 MB0803
 MB0803.The horizontal coordinates were established by classical geodetic methods
 MB0803.and adjusted by the National Geodetic Survey in April 1998..
 MB0803
 MB0803.The orthometric height was determined by differential leveling
 MB0803.and adjusted by the National Geodetic Survey in June 1991..
 MB0803
 MB0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0803
 MB0803.The geoid height was determined by GEOID03.
 MB0803
 MB0803.The dynamic height is computed by dividing the NAVD 88
 MB0803.geopotential number by the normal gravity value computed on the
 MB0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0803.degrees latitude (g = 980.6199 gals.).
 MB0803
 MB0803.The modeled gravity was interpolated from observed gravity values.
 MB0803
 MB0803;                    North         East     Units Scale Factor Converg.
 MB0803;SPC OH N     -   163,562.108   726,072.493   MT  0.99993973   +0 59 11.2
 MB0803;UTM  17      - 4,553,167.877   500,131.427   MT  0.99960000   +0 00 03.7
 MB0803
 MB0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0803!SPC OH N     -   0.99995958  x   0.99993973  =   0.99989931
 MB0803!UTM  17      -   0.99995958  x   0.99960000  =   0.99955959
 MB0803
 MB0803|---------------------------------------------------------------------|
 MB0803| PID    Reference Object                     Distance      Geod. Az  |
 MB0803|                                                           dddmmss.s |
 MB0803| MB0804 CRAIG RM 1                           31.401 METERS 00418     |
 MB0803| MB2035 NEWTON FALLS MUNICIPAL TANK         APPROX. 6.7 KM 0140216.6 |
 MB0803| MB0816 CRAIG AZ MK                         APPROX. 0.6 KM 0420128.1 |
 MB0803| MB2033 LAKE MILTON WATER TANK              APPROX. 2.1 KM 1654934.3 |
 MB0803| MB0805 CRAIG RM 2                           32.349 METERS 22552     |
 MB0803| MB2312 RAVENNA ARSENAL WATER TANK 4        APPROX.10.0 KM 3080042.7 |
 MB0803|---------------------------------------------------------------------|
 MB0803
 MB0803                          SUPERSEDED SURVEY CONTROL
 MB0803
 MB0803  NAD 83(1986)-  41 07 47.33800(N)    080 59 54.36396(W) AD(       ) 2
 MB0803  NAD 27      -  41 07 47.13500(N)    080 59 55.03200(W) AD(       ) 2
 MB0803  NGVD 29 (??/??/92)  291.615  (m)          956.74   (f) ADJ UNCH    2 0
 MB0803
 MB0803.Superseded values are not recommended for survey control.
 MB0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0803.See file dsdata.txt to determine how the superseded data were derived.
 MB0803
 MB0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0013153168(NAD 83)
 MB0803_MARKER: DS = TRIANGULATION STATION DISK
 MB0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0803_STAMPING: CRAIG 1949
 MB0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0803+STABILITY: SURFACE MOTION
 MB0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0803+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 MB0803
 MB0803  HISTORY     - Date     Condition        Report By
 MB0803  HISTORY     - 1949     MONUMENTED       CGS
 MB0803  HISTORY     - 1950     GOOD             CGS
 MB0803  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MB0803  HISTORY     - 20060430 GOOD             GEOCAC
 MB0803
 MB0803                          STATION DESCRIPTION
 MB0803
 MB0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MB0803'2.9 MI NW FROM LAKE MILTON.
 MB0803'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE
 MB0803'AT LAKE MILTON, THENCE ABOUT 2.2 MILES NORTH ALONG THE
 MB0803'MAHONING-PORTAGE COUNTY LINE ROAD.  IT IS 35 FEET EAST OF THE
 MB0803'COUNTY LINE ROAD, 9 FEET EAST OF A PILE OF ROCKS, AND 2.5 FEET
 MB0803'EAST OF A WHITE WITNESS POST.  A STANDARD TRIANGULATION STATION
 MB0803'DISK SET IN THE TOP OF A CONCRETE POST.
 MB0803
 MB0803                          STATION RECOVERY (1950)
 MB0803
 MB0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB0803'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF NEWTON FALLS, 2
 MB0803'MILES NORTHWEST OF CRAIG BEACH
 MB0803'AND 0.3 MILE SOUTH OF THE COMMON CORNER OF TRUMBULL, PORTAGE AND
 MB0803'MAHONING COUNTIES.  IT IS 35 FEET
 MB0803'EAST OF THE CENTERLINE OF THE MAHONING-PORTAGE COUNTY-LINE ROAD,
 MB0803'9 FEET EAST OF A PILE OF ROCKS AND 2-1/2
 MB0803'FEET EAST OF A WITNESS POST JUST EAST OF THE WEST
 MB0803'EDGE OF A CULTIVATED FIELD.  THE MARK IS STAMPED CRAIG
 MB0803'1949.
 MB0803'
 MB0803'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE COUNTY-LINE ROAD, 3 FEET
 MB0803'WEST OF THE WEST EDGE OF A
 MB0803'CULTIVATED FIELD AND ABOUT 4 FEET ABOVE THE ROAD ELEVATION.  IT IS
 MB0803'STAMPED CRAIG NO 1 1949.
 MB0803'
 MB0803'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE COUNTY-LINE ROAD AND 1
 MB0803'FOOT EAST OF A NORTH-SOUTH
 MB0803'FENCELINE.  IT IS STAMPED CRAIG NO 2 1949.
 MB0803'
 MB0803'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE POST FLUSH WITH
 MB0803'THE SURFACE 21 FEET SOUTH OF
 MB0803'THE CENTERLINE OF THE TRUMBULL-MAHONING COUNTY-LINE ROAD, 47 FEET
 MB0803'WEST OF POWER POLE NO 1280-N- 57 AND
 MB0803'3.2 FEET EAST OF A WITNESS POST.  THE MARK IS STAMPED
 MB0803'CRAIG 1949.
 MB0803'
 MB0803'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES NO 45 AND
 MB0803'NO 18 IN NORTH JACKSON, GO WEST
 MB0803'ON STATE ROUTE NO 18 FOR 7.7 MILES TO THE PORTAGE-MAHONING
 MB0803'COUNTY-LINE ROAD THENCE RIGHT FOR
 MB0803'2.1 MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK,
 MB0803'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO
 MB0803'A T-INTERSECTION WITH THE TRUMBULL-MAHONING
 MB0803'COUNTY-LINE ROAD, TURN RIGHT AND GO 0.25 MILE TO THE MARK
 MB0803'ON THE RIGHT.
 MB0803
 MB0803                          STATION RECOVERY (1977)
 MB0803
 MB0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB0803'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 MB0803'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE
 MB0803'OF 43 SECONDS SMALLER IN DIRECTION BETWEEN REFERENCE MARK 1
 MB0803'AND REFERENCE MARK 2, AND 0.013 METER SHORTER IN DISTANCE
 MB0803'TO REFERENCE MARK 2 WAS NOTED AND VERIFIED AT THIS TIME.
 MB0803'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE STATION.  DUE
 MB0803'TO A POWERLINE ABOVE THE STATION, A TOWER COULD NOT BE
 MB0803'ERECTED OVER IT, THEREFORE, CRAIG 1950 RM 2 WAS OCCUPIED.
 MB0803'A COMPLETE NEW DESCRIPTION FOLLOWS.
 MB0803'
 MB0803'STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF DEERFIELD,
 MB0803'5-1/2 MILES SOUTH-SOUTHWEST OF NEWTON FALLS, 2 MILES NORTH OF
 MB0803'INTERSTATE 76, 1/4 MILE SOUTH OF THE COMMON CORNER OF PORTAGE,
 MB0803'MAHONING AND TRUMBULL COUNTY LINES, AND ON PROPERTY OF MRS.
 MB0803'MABLE VALLOT, RFD 3, BOX 182, NEWTON FALLS, OHIO, 44444.
 MB0803'
 MB0803'TO REACH THE STATION FROM THE POST OFFICE IN LAKE MILTON,
 MB0803'GO WEST ON MAHONING AVENUE, COUNTY HIGHWAY 18,
 MB0803'FOR 0.6 MILE TO A PAVED CROSSROAD. TURN RIGHT AND GO NORTH ON
 MB0803'COUNTY LINE ROAD FOR 0.1 MILE TO A BRIDGE OVER INTERSTATE 76.
 MB0803'CONTINUE NORTH ON COUNTY LINE ROAD FOR 2.15 MILES TO THE
 MB0803'STATION ON THE RIGHT.  TO REACH THE
 MB0803'AZIMUTH MARK CONTINUE NORTH ON THE COUNTY LINE ROAD FOR 0.35
 MB0803'MILE TO A T-ROAD. TURN RIGHT AND GO EAST ON THE PAVED ROAD
 MB0803'FOR 0.25 MILE TO THE MARK ON RIGHT.
 MB0803'
 MB0803'STATION MARK, STAMPED----CRAIG 1949---, IS A STANDARD
 MB0803'DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE
 MB0803'MONUMENT THAT PROJECTS 1 INCH. IT IS 38.5 FEET EAST OF THE CENTER
 MB0803'OF THE PAVED ROAD AND 25 FEET SOUTHEAST OF A POWER POLE.  THE
 MB0803'UNDERGROUND DISK WAS NOT INSPECTED.
 MB0803'
 MB0803'REFERENCE MARK 1 , STAMPED---CRAIG NO 1 1949---, IS A STANDARD
 MB0803'DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT
 MB0803'IS FLUSH WITH THE GROUND. IT IS 25 FEET EAST OF
 MB0803'THE CENTER OF THE PAVED ROAD.
 MB0803'
 MB0803'REFERENCE MARK 2, STAMPED---CRAIG NO 2 1949---, IS A STANDARD
 MB0803'DISK SET IN THE TOP OF A 12-INCH SQUARE
 MB0803'CONCRETE MONUMENT THAT PROJECTS 2 INCHES. IT IS 80 FEET SOUTH
 MB0803'OF THE NORTH FENCE CORNER AND 22 FEET WEST OF CENTER OF THE
 MB0803'PAVED ROAD.  THERE IS NO UNDERGROUND DISK.
 MB0803'
 MB0803'AZIMUTH MARK, STAMPED---CRAIG 1949---, IS A STANDARD DISK SET
 MB0803'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 MB0803'WITH THE GROUND.
 MB0803'IT IS 85.5 FEET EAST OF A POWER POLE , 42 FEET WEST OF A POWER
 MB0803'POLE AND 21 FEET SOUTH OF CENTER OF A PAVED ROAD.
 MB0803'
 MB0803'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
 MB0803'
 MB0803'DESCRIBED BY J.N. LEONHARDT.
 MB0803
 MB0803                          STATION RECOVERY (2006)
 MB0803
 MB0803'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0721 ***********************************************************************
 MC0721  DESIGNATION -  CRAIG
 MC0721  PID         -  MC0721
 MC0721  STATE/COUNTY-  OH/LUCAS
 MC0721  USGS QUAD   -  TOLEDO (1980)
 MC0721
 MC0721                         *CURRENT SURVEY CONTROL
 MC0721  ___________________________________________________________________
 MC0721* NAD 83(1986)-  41 39 45.     (N)    083 30 47.     (W)     SCALED    
 MC0721* NAVD 88     -       181.021  (meters)     593.90   (feet)  ADJUSTED  
 MC0721  ___________________________________________________________________
 MC0721  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0721  DYNAMIC HT  -         180.951 (meters)     593.67  (feet)  COMP
 MC0721  MODELED GRAV-     980,233.5   (mgal)                       NAVD 88
 MC0721
 MC0721  VERT ORDER  -  FIRST     CLASS I
 MC0721
 MC0721.The horizontal coordinates were scaled from a topographic map and have
 MC0721.an estimated accuracy of +/- 6 seconds.
 MC0721
 MC0721.The orthometric height was determined by differential leveling
 MC0721.and adjusted by the National Geodetic Survey in June 1991..
 MC0721
 MC0721.The geoid height was determined by GEOID03.
 MC0721
 MC0721.The dynamic height is computed by dividing the NAVD 88
 MC0721.geopotential number by the normal gravity value computed on the
 MC0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0721.degrees latitude (g = 980.6199 gals.).
 MC0721
 MC0721.The modeled gravity was interpolated from observed gravity values.
 MC0721
 MC0721;                    North         East    Units  Estimated Accuracy
 MC0721;SPC OH N     -   222,130.      515,630.      MT  (+/- 180 meters Scaled)
 MC0721
 MC0721                          SUPERSEDED SURVEY CONTROL
 MC0721
 MC0721  NGVD 29 (06/03/92)  181.214  (m)          594.53   (f) ADJUSTED    1 1
 MC0721
 MC0721.Superseded values are not recommended for survey control.
 MC0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0721.See file dsdata.txt to determine how the superseded data were derived.
 MC0721
 MC0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG907153(NAD 83)
 MC0721_MARKER: DD = SURVEY DISK
 MC0721_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0721_SP_SET: RAMP PIER
 MC0721_STAMPING: CRAIG 1959 LAKE SURVEY
 MC0721_MARK LOGO: USE   
 MC0721_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0721+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0721
 MC0721  HISTORY     - Date     Condition        Report By
 MC0721  HISTORY     - 1959     MONUMENTED       DOD
 MC0721  HISTORY     - 1968     GOOD             NGS
 MC0721  HISTORY     - 1980     GOOD             NGS
 MC0721  HISTORY     - 1988     GOOD             USPSQD
 MC0721  HISTORY     - 1989     GOOD             USPSQD
 MC0721  HISTORY     - 1990     GOOD             USPSQD
 MC0721  HISTORY     - 19930715 GOOD             NGS
 MC0721  HISTORY     - 20031121 GOOD             USPSQD
 MC0721
 MC0721                          STATION DESCRIPTION
 MC0721
 MC0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0721'AT TOLEDO.
 MC0721'AT TOLEDO, ABOUT 0.3 MILE SOUTHWEST ALONG THE EASTBOUND LANE
 MC0721'OF SUMMIT STREET FROM THE JUNCTION OF BUCKEYE STREET, SET ON THE
 MC0721'TOP OF THE NORTH CORNER OF THE CONCRETE BASE FOR THE EAST LEG
 MC0721'OF THE 1 ST PIER SOUTH OF THE EASTBOUND LANE OF SUMMIT STREET,
 MC0721'UNDER THE SUMMIT STREET EXIT RAMP, AT THE NORTHWEST END OF THE
 MC0721'CRAIG MEMORIAL BRIDGE OVER THE MAUMEE RIVER, 9 FEET SOUTH OF THE
 MC0721'SOUTH CURB OF THE STREET AND 2.7 FEET ABOVE THE LEVEL OF THE
 MC0721'SIDEWALK.
 MC0721
 MC0721                          STATION RECOVERY (1980)
 MC0721
 MC0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0721'RECOVERED IN GOOD CONDITION.
 MC0721
 MC0721                          STATION RECOVERY (1988)
 MC0721
 MC0721'RECOVERY NOTE BY US POWER SQUADRON 1988 (PAS)
 MC0721'RECOVERED IN GOOD CONDITION.
 MC0721
 MC0721                          STATION RECOVERY (1989)
 MC0721
 MC0721'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 MC0721'RECOVERED IN GOOD CONDITION.
 MC0721
 MC0721                          STATION RECOVERY (1990)
 MC0721
 MC0721'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 MC0721'RECOVERED IN GOOD CONDITION.
 MC0721
 MC0721                          STATION RECOVERY (1993)
 MC0721
 MC0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0721'IN TOLEDO, AT THE INTERSECTION OF SUMMIT STREET AND INTERSTATE
 MC0721'HIGHWAY 280, IN TOP OF AND 0.2 M (0.7 FT) SOUTHEAST OF THE NORTH
 MC0721'CORNER OF THE MOST NORTHEASTERLY OF 2 CONCRETE PIERS OF THE SUMMIT
 MC0721'STREET OFF RAMP, 48.4 M (158.8 FT) NORTHEAST OF THE CENTER OF THE
 MC0721'NORTHBOUND HIGHWAY OVERPASS OF THE STREET AND THE CONRAIL RAILROAD,
 MC0721'24.7 M (81.0 FT) NORTH OF BENCH MARK M 182, 6.9 M (22.6 FT) SOUTHEAST
 MC0721'OF THE CENTERLINE OF THE STREET, AND 0.8 M (2.6 FT) ABOVE THE LEVEL
 MC0721'OF THE SIDEWALK.
 MC0721
 MC0721                          STATION RECOVERY (2003)
 MC0721
 MC0721'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 MC0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1474 ***********************************************************************
 JY1474  DESIGNATION -  CRAIG
 JY1474  PID         -  JY1474
 JY1474  STATE/COUNTY-  OH/CLINTON
 JY1474  USGS QUAD   -  BLANCHESTER (1974)
 JY1474
 JY1474                         *CURRENT SURVEY CONTROL
 JY1474  ___________________________________________________________________
 JY1474* NAD 83(1995)-  39 15 39.66049(N)    083 57 42.81260(W)     ADJUSTED  
 JY1474* NAVD 88     -       311.1    (meters)    1021.     (feet)  GPS OBS   
 JY1474  ___________________________________________________________________
 JY1474  X           -     520,190.882 (meters)                     COMP
 JY1474  Y           -  -4,917,819.514 (meters)                     COMP
 JY1474  Z           -   4,014,971.004 (meters)                     COMP
 JY1474  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 JY1474  ELLIP HEIGHT-         277.80  (meters)          (10/07/05) GPS OBS
 JY1474  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JY1474
 JY1474  HORZ ORDER  -  FIRST
 JY1474  ELLP ORDER  -  THIRD     CLASS II
 JY1474
 JY1474.The horizontal coordinates were established by GPS observations
 JY1474.and adjusted by the National Geodetic Survey in August 2000..
 JY1474
 JY1474.The orthometric height was determined by GPS observations and a
 JY1474.high-resolution geoid model.
 JY1474
 JY1474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1474
 JY1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1474
 JY1474.The ellipsoidal height was determined by GPS observations
 JY1474.and is referenced to NAD 83.
 JY1474
 JY1474.The geoid height was determined by GEOID03.
 JY1474
 JY1474;                    North         East     Units Scale Factor Converg.
 JY1474;SPC OH S     -   141,010.613   473,841.426   MT  0.99993821   -0 55 39.4
 JY1474;UTM  17      - 4,349,924.859   244,446.643   MT  1.00040419   -1 52 31.7
 JY1474;UTM  16      - 4,350,143.000   762,130.461   MT  1.00044613   +1 55 25.6
 JY1474
 JY1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1474!SPC OH S     -   0.99995642  x   0.99993821  =   0.99989463
 JY1474!UTM  17      -   0.99995642  x   1.00040419  =   1.00036059
 JY1474!UTM  16      -   0.99995642  x   1.00044613  =   1.00040253
 JY1474
 JY1474:                Primary Azimuth Mark                     Grid Az
 JY1474:SPC OH S     -  CRAIG AZ MK                              080 06 43.2
 JY1474:UTM  17      -  CRAIG AZ MK                              081 03 35.5
 JY1474:UTM  16      -  CRAIG AZ MK                              077 15 38.2
 JY1474
 JY1474|---------------------------------------------------------------------|
 JY1474| PID    Reference Object                     Distance      Geod. Az  |
 JY1474|                                                           dddmmss.s |
 JY1474| CE5915 CRAIG AZ MK                                        0791103.8 |
 JY1474| JY1468 ST MARTIN URSULINE CONVENT TK       APPROX. 8.5 KM 1305448.2 |
 JY1474| CE5917 CRAIG RM 2                           27.789 METERS 14307     |
 JY1474| JY1475 BLANCHESTER MUNICIPAL TANK          APPROX. 4.2 KM 3283649.4 |
 JY1474| CE5916 CRAIG RM 1                           95.144 METERS 35302     |
 JY1474|---------------------------------------------------------------------|
 JY1474
 JY1474                          SUPERSEDED SURVEY CONTROL
 JY1474
 JY1474  NAD 83(1995)-  39 15 39.66169(N)    083 57 42.81485(W) AD(       ) 1
 JY1474  NAD 83(1995)-  39 15 39.66515(N)    083 57 42.82155(W) AD(       ) 1
 JY1474  NAD 83(1986)-  39 15 39.66516(N)    083 57 42.83095(W) AD(       ) 1
 JY1474  NAD 27      -  39 15 39.44100(N)    083 57 43.07900(W) AD(       ) 1
 JY1474
 JY1474.Superseded values are not recommended for survey control.
 JY1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1474.See file dsdata.txt to determine how the superseded data were derived.
 JY1474
 JY1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4444749925(NAD 83)
 JY1474_MARKER: DS = TRIANGULATION STATION DISK
 JY1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1474_STAMPING: CRAIG
 JY1474_MARK LOGO: CGS   
 JY1474_PROJECTION: FLUSH
 JY1474_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1474+STABILITY: SURFACE MOTION
 JY1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1474+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2000
 JY1474
 JY1474  HISTORY     - Date     Condition        Report By
 JY1474  HISTORY     - 1938     MONUMENTED       CGS
 JY1474  HISTORY     - 1973     GOOD             NGS
 JY1474  HISTORY     - 19990101 GOOD             WOOLPT
 JY1474  HISTORY     - 20000418 GOOD             WOOLPT
 JY1474
 JY1474                          STATION DESCRIPTION
 JY1474
 JY1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JY1474'THE STATION IS ABOUT 2.7 MILES BY ROAD SSE OF BLANCHESTER ON PROPERTY
 JY1474'OWNED BY MR. S. B. CRAIG.  THE MARK IS SET IN A PASTURE LOT ABOUT
 JY1474'100 YARDS NNW OF THE FARM HOUSE, 38 FEET SE OF CENTER LINE OF ROAD,
 JY1474'15 FEET SE OF WIRE FENCE, 21 FEET EAST OF POWER LINE POLE NO.
 JY1474'1CT118, AND 264 FEET ESE OF NW FENCE CORNER.  THE MARK IS 18 INCHES
 JY1474'BELOW GROUND LEVEL AND IS STAMPED CRAIG 1939.
 JY1474'
 JY1474'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JY1474'DISKS SET IN CONCRETE.
 JY1474'
 JY1474'R.M. NO. 1 IS NORTH OF THE STATION IN THE FENCE LINE, ON SOUTH SIDE
 JY1474'OF FENCE, ABOUT 200 FEET ENE OF NW FENCE CORNER AND 3.5 FEET EAST OF
 JY1474'A STANDARD REFERENCE POST.  MARK PROJECTS 8 INCHES AND IS STAMPED
 JY1474'CRAIG NO. 2, 1939.
 JY1474'
 JY1474'R.M. NO. 2 IS SOUTH OF THE STATION IN FENCE ROW AND ON EAST SIDE OF
 JY1474'FENCE, 24 FEET SE OF CENTER LINE OF THE ROAD, 3.6 FEET NNW OF A
 JY1474'STANDARD REFERENCE POST AND ABOUT 150 FEET NNW OF SW CORNER OF FIELD.
 JY1474'THE MARK PROJECTS 8 INCHES AND IS STAMPED CRAIG NO. 2, 1939.
 JY1474'
 JY1474'THE AZIMUTH MARK IS EAST BY NORTH OF THE STATION, ABOUT 100 FEET
 JY1474'NORTH OF THE NE CORNER OF A RED BARN, AND ON THE NORTH SIDE OF A
 JY1474'WIRE FENCE.  TO REACH FROM THE STATION GO SE ON ROAD 0.05 MILE TO A
 JY1474'T-ROAD LEFT, TURN LEFT AND GO 0.45 MILE TO ENTRANCE OF FARM YARD ON
 JY1474'LEFT AND MARK AS ABOVE.
 JY1474'
 JY1474'TO REACH THE STATION FROM THE POST OFFICE IN BLANCHESTER GO SOUTH ON
 JY1474'STATE ROUTE 133 FOR 0.05 MILE TO ROAD FORKS, AND STATE ROUTE 133
 JY1474'TURNS RIGHT, KEEP STRAIGHT AHEAD ON LEFT FORK AND GO 2.6 MILES TO
 JY1474'STATION ON LEFT.
 JY1474'
 JY1474'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JY1474
 JY1474                          STATION RECOVERY (1973)
 JY1474
 JY1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (VDN)
 JY1474'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT IS
 JY1474'NOW 39 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 133.
 JY1474'
 JY1474'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE
 JY1474'IN GOOD CONDITION.
 JY1474'
 JY1474'REFERENCE MARK 2 WAS RECOVERED BUT WAS FOUND LEANING TO THE WEST.
 JY1474'THE MARK SHOULD BE RESET.
 JY1474'
 JY1474'THE STATION IS ON PROPERTY OWNED BY MR. HAROLD O. CRAIG.
 JY1474'BLANCHESTER, OHIO.  PERMISSION WAS GRANTED BY MR. MIKE BROWNING.
 JY1474'P. O. BOX 222, LYNCHBURG, OHIO.  PHONE NO. 364-2672.  MR. BROWNING
 JY1474'OVERSEE THE PROPERTY.  IF THE LAND IS IN CROP, CONTACT MR.
 JY1474'BROWNING ABOUT THE COST OF THE CROP DAMAGE.
 JY1474'
 JY1474'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 28, 123 AND
 JY1474'133 IN BLANCHESTER GO SOUTHERLY FOLLOWING STATE HIGHWAY 133 FOR 1.1
 JY1474'MILES TO A CROSSROAD (FAIRGROUNDS ROAD).  CONTINUE STRAIGHT AHEAD
 JY1474'SOUTHERLY FOLLOWING STATE HIGHWAY 133 FOR 1.55 MILES TO THE
 JY1474'STATION ON THE LEFT.  (CONTINUE STRAIGHT AHEAD FOLLOWING STATE
 JY1474'HIGHWAY 133 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT, GO
 JY1474'EASTERLY FOLLOWING GRAVELED ROAD FOR 0.4 MILE TO A RED BARN ON THE
 JY1474'LEFT AND THE AZIMUTH MARK ON THE LEFT ON THE NORTH SIDE OF THE
 JY1474'BARN.
 JY1474
 JY1474                          STATION RECOVERY (1999)
 JY1474
 JY1474'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (JK)
 JY1474'GOOD.
 JY1474
 JY1474                          STATION RECOVERY (2000)
 JY1474
 JY1474'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 JY1474'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3343 ***********************************************************************
 AE3343  DESIGNATION -  CRAIG
 AE3343  PID         -  AE3343
 AE3343  STATE/COUNTY-  OH/GREENE
 AE3343  USGS QUAD   -  FAIRBORN (1992)
 AE3343
 AE3343                         *CURRENT SURVEY CONTROL
 AE3343  ___________________________________________________________________
 AE3343* NAD 83(1995)-  39 46 27.89331(N)    084 04 50.00110(W)     ADJUSTED  
 AE3343* NAVD 88     -       295.4    (meters)     969.     (feet)  GPS OBS   
 AE3343  ___________________________________________________________________
 AE3343  X           -     506,262.701 (meters)                     COMP
 AE3343  Y           -  -4,882,796.172 (meters)                     COMP
 AE3343  Z           -   4,058,934.370 (meters)                     COMP
 AE3343  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AE3343  ELLIP HEIGHT-         262.24  (meters)          (10/07/05) GPS OBS
 AE3343  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AE3343
 AE3343  HORZ ORDER  -  FIRST
 AE3343  ELLP ORDER  -  FOURTH    CLASS I
 AE3343
 AE3343.The horizontal coordinates were established by GPS observations
 AE3343.and adjusted by the National Geodetic Survey in September 1997..
 AE3343
 AE3343.The orthometric height was determined by GPS observations and a
 AE3343.high-resolution geoid model.
 AE3343
 AE3343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3343
 AE3343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3343
 AE3343.The ellipsoidal height was determined by GPS observations
 AE3343.and is referenced to NAD 83.
 AE3343
 AE3343.The geoid height was determined by GEOID03.
 AE3343
 AE3343;                    North         East     Units Scale Factor Converg.
 AE3343;SPC OH S     -   198,171.299   464,599.609   MT  0.99995903   -1 00 10.4
 AE3343;UTM  16      - 4,406,797.388   750,040.827   MT  1.00036978   +1 52 07.4
 AE3343;UTM  17      - 4,407,260.124   236,158.112   MT  1.00045711   -1 58 19.1
 AE3343
 AE3343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3343!SPC OH S     -   0.99995886  x   0.99995903  =   0.99991789
 AE3343!UTM  16      -   0.99995886  x   1.00036978  =   1.00032863
 AE3343!UTM  17      -   0.99995886  x   1.00045711  =   1.00041595
 AE3343
 AE3343|---------------------------------------------------------------------|
 AE3343| PID    Reference Object                     Distance      Geod. Az  |
 AE3343|                                                           dddmmss.s |
 AE3343| AE3345 CRAIG AZ MK                         142.061 METERS 25648     |
 AE3343|---------------------------------------------------------------------|
 AE3343
 AE3343                          SUPERSEDED SURVEY CONTROL
 AE3343
 AE3343  ELLIP H (09/11/97)  262.33   (m)                       GP(       ) 4 1
 AE3343
 AE3343.Superseded values are not recommended for survey control.
 AE3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3343.See file dsdata.txt to determine how the superseded data were derived.
 AE3343
 AE3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5004106797(NAD 83)
 AE3343_MARKER: DD = SURVEY DISK
 AE3343_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3343_STAMPING: CRAIG
 AE3343_MARK LOGO: CODDOP
 AE3343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3343+STABILITY: SURFACE MOTION
 AE3343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3343+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 AE3343
 AE3343  HISTORY     - Date     Condition        Report By
 AE3343  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3343  HISTORY     - 20050907 GOOD             INDIV
 AE3343
 AE3343                          STATION DESCRIPTION
 AE3343
 AE3343'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3343'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM INTERSECTION OF RT.
 AE3343'35 AND WOODMAN DR. GO NORTH ALONG WOODMAN DR. FOR 1.6 MI (2.6 KM)  TO
 AE3343'AIRWAY RD/COLONEL GLEN HWY. GO EAST ALONG COLONEL GLEN HWY FOR 2.4 MI
 AE3343'(3.9 KM)  T0 THE STATION ON THE RIGHT, JUST WEST OF NATIONAL RD.
 AE3343'STATION IS A BRONZE DISK IN CONCRETE INSCRIBED CITY OF DAYTON
 AE3343'DEPARTMENT OF PLANNING, STAMPED CRAIG, AND IS FLUSH WITH THE SURFACE
 AE3343'OF THE GROUND. STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE
 AE3343'INTERSECTION, 190.0 FT (57.9 M) WEST OF NATIONAL RD, 48.1 FT (14.7 M)
 AE3343'SOUTH FROM THE CENTERLINE OF COLONEL GLEN HWY, 65.3 FT (19.9 M) WEST
 AE3343'FROM THE CENTERLINE OF AN ASPHALT DRIVE ENTRANCE TO KRUG AUTO SALES
 AE3343'INC., AND 39.5 FT (12.0 M) NORTHEAST OF A FIRE HYDRANT.
 AE3343
 AE3343                          STATION RECOVERY (2005)
 AE3343
 AE3343'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AE3343'PLEASE ADDED THE FOLLOWING RECOVERY NOTE TO PID AE3343 -
 AE3343' 
 AE3343'THE ASPHALT DRIVEWAY DESCRIBED IN THE ORIGINAL STATION DESCRIPTION OF
 AE3343'1996 IS NO LONGER THAT OF KRUG AUTO SALES. THE DRIVEWAY NOW BELONGS
 AE3343'LUXURY CAR CONNECTION INC. (4017 COLONEL GLENN HWY).
 AE3343' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0816 ***********************************************************************
 MB0816  DESIGNATION -  CRAIG AZ MK
 MB0816  PID         -  MB0816
 MB0816  STATE/COUNTY-  OH/MAHONING
 MB0816  USGS QUAD   -  NEWTON FALLS (1994)
 MB0816
 MB0816                         *CURRENT SURVEY CONTROL
 MB0816  ___________________________________________________________________
 MB0816* NAD 83(1995)-  41 08 02.82228(N)    080 59 35.89957(W)     ADJUSTED  
 MB0816* NAVD 88     -       290.498  (meters)     953.08   (feet)  ADJUSTED  
 MB0816  ___________________________________________________________________
 MB0816  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 MB0816  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB0816  DYNAMIC HT  -         290.369 (meters)     952.65  (feet)  COMP
 MB0816  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 MB0816
 MB0816  HORZ ORDER  -  SECOND
 MB0816  VERT ORDER  -  SECOND    CLASS 0
 MB0816
 MB0816.The horizontal coordinates were established by classical geodetic methods
 MB0816.and adjusted by the National Geodetic Survey in April 1998..
 MB0816
 MB0816.The orthometric height was determined by differential leveling
 MB0816.and adjusted by the National Geodetic Survey in June 1991..
 MB0816
 MB0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0816
 MB0816.The geoid height was determined by GEOID03.
 MB0816
 MB0816.The dynamic height is computed by dividing the NAVD 88
 MB0816.geopotential number by the normal gravity value computed on the
 MB0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0816.degrees latitude (g = 980.6199 gals.).
 MB0816
 MB0816.The modeled gravity was interpolated from observed gravity values.
 MB0816
 MB0816;                    North         East     Units Scale Factor Converg.
 MB0816;SPC OH N     -   164,047.278   726,494.811   MT  0.99993981   +0 59 23.4
 MB0816;UTM  17      - 4,553,645.550   500,561.880   MT  0.99960000   +0 00 15.9
 MB0816
 MB0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0816!SPC OH N     -   0.99995973  x   0.99993981  =   0.99989954
 MB0816!UTM  17      -   0.99995973  x   0.99960000  =   0.99955974
 MB0816
 MB0816                          SUPERSEDED SURVEY CONTROL
 MB0816
 MB0816  NAD 83(1986)-  41 08 02.82763(N)    080 59 35.90030(W) AD(       ) 2
 MB0816  NAD 27      -  41 08 02.62480(N)    080 59 36.56891(W) AD(       ) 2
 MB0816  NGVD 29 (??/??/92)  290.67   (m)          953.6    (f) COMPUTED    2 0
 MB0816
 MB0816.Superseded values are not recommended for survey control.
 MB0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0816.See file dsdata.txt to determine how the superseded data were derived.
 MB0816
 MB0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0056253646(NAD 83)
 MB0816_MARKER: DZ = AZIMUTH MARK DISK
 MB0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0816_STAMPING: CRAIG 1949
 MB0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0816+STABILITY: SURFACE MOTION
 MB0816
 MB0816  HISTORY     - Date     Condition        Report By
 MB0816  HISTORY     - 1977     MONUMENTED       OH-133
 MB0816  HISTORY     - 1950     GOOD             NGS
 MB0816  HISTORY     - 20060723 MARK NOT FOUND   GEOCAC
 MB0816
 MB0816                          STATION DESCRIPTION
 MB0816
 MB0816'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
 MB0816'THE STATION IS ABOUT 4 MILES NORTHEAST OF PALMYRA, 3-1/2
 MB0816'MILES SOUTHEAST OF PARIS, 1 MILE NORTHWEST OF CRAIG
 MB0816'BEACH, AND ON THE RIGHT-OF-WAY OF WEST MAHONING-
 MB0816'TRUMBULL COUNTY LINE ROAD.
 MB0816'
 MB0816'TO REACH THE STATION FROM PALMYRA AT THE INTERSECTION OF STATE
 MB0816'ROUTE 225 AND TALLMADGE ROAD, COUNTY HIGHWAY 18, GO NORTH ON
 MB0816'STATE ROUTE 225 FOR 2.45 MILES TO THE INTERSECTION OF CABLE
 MB0816'LINE ROAD, COUNTY HIGHWAY 120.  TURN RIGHT AND GO EAST ON CABLE
 MB0816'LINE ROAD FOR 2.5 MILES TO THE EAST
 MB0816'BOUNDARY LINE OF PORTAGE COUNTY.  UPON ENTERING MAHONING COUNTY,
 MB0816'CABLE LINE ROAD BECOMES
 MB0816'MAHONING-TRUMBULL COUNTY LINE ROAD.  CONTINUE EAST ON
 MB0816'MAHONING- TRUMBULL COUNTY LINE ROAD FOR 0.5 MILE TO THE
 MB0816'STATION ON THE RIGHT.
 MB0816'
 MB0816'STATION MARK, STAMPED---CRAIG 1949---, IS A STANDARD COAST AND
 MB0816'GEODETIC SURVEY AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH
 MB0816'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND
 MB0816'SURFACE.  IT IS 237.1 FEET NORTHEAST OF A LARGE POWER LINE POLE,
 MB0816'84.9 FEET EAST OF A POWER AND TELEPHONE POLE, 41.8 FEET
 MB0816'WEST OF TELEPHONE AND POWER POLE NUMBER 217 BW, AND 20.7 FEET
 MB0816'SOUTH OF THE CENTERLINE OF MAHONING-TRUMBULL COUNTY LINE
 MB0816'ROAD.
 MB0816'
 MB0816'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.  HEIGHT OF
 MB0816'LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 MB0816'STATION 53 021 1 P CO CAN BE USED AS AN AZIMUTH MARK.
 MB0816'
 MB0816'DESCRIBED BY F.J. PINTER.
 MB0816
 MB0816                          STATION RECOVERY (1950)
 MB0816
 MB0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MB0816'1.5 MI W FROM PRICETOWN.
 MB0816'ABOUT 1.5 MILES WEST ALONG THE MAHONING-TRUMBULL COUNTY LINE
 MB0816'ROAD FROM THE COMMUNITY CHURCH AT PRICETOWN, AT THE JUNCTION WITH
 MB0816'A ROAD LEADING NORTH TO NEWTON FALLS.  IT IS 21 FEET SOUTH OF THE
 MB0816'CENTERLINE OF THE COUNTY LINE ROAD, 47 FEET WEST OF POWER POLE
 MB0816'1280- N - 57 AND 3.5 FEET EAST OF A WHITE WITNESS POST.  A
 MB0816'STANDARD AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST, WHICH
 MB0816'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET
 MB0816'ABOVE THE SURFACE OF THE ROAD.
 MB0816
 MB0816                          STATION RECOVERY (2006)
 MB0816
 MB0816'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3345 ***********************************************************************
 AE3345  DESIGNATION -  CRAIG AZ MK
 AE3345  PID         -  AE3345
 AE3345  STATE/COUNTY-  OH/GREENE
 AE3345  USGS QUAD   -  FAIRBORN (1992)
 AE3345
 AE3345                         *CURRENT SURVEY CONTROL
 AE3345  ___________________________________________________________________
 AE3345* NAD 83(1995)-  39 46 26.84171(N)    084 04 55.81278(W)     ADJUSTED  
 AE3345* NAVD 88     -       291.8    (meters)     957.     (feet)  GPS OBS   
 AE3345  ___________________________________________________________________
 AE3345  X           -     506,126.979 (meters)                     COMP
 AE3345  Y           -  -4,882,828.337 (meters)                     COMP
 AE3345  Z           -   4,058,907.151 (meters)                     COMP
 AE3345  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AE3345  ELLIP HEIGHT-         258.66  (meters)          (10/07/05) GPS OBS
 AE3345  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AE3345
 AE3345  HORZ ORDER  -  FIRST
 AE3345  ELLP ORDER  -  FOURTH    CLASS I
 AE3345
 AE3345.The horizontal coordinates were established by GPS observations
 AE3345.and adjusted by the National Geodetic Survey in September 1997..
 AE3345
 AE3345.The orthometric height was determined by GPS observations and a
 AE3345.high-resolution geoid model.
 AE3345
 AE3345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3345
 AE3345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3345
 AE3345.The ellipsoidal height was determined by GPS observations
 AE3345.and is referenced to NAD 83.
 AE3345
 AE3345.The geoid height was determined by GEOID03.
 AE3345
 AE3345;                    North         East     Units Scale Factor Converg.
 AE3345;SPC OH S     -   198,141.294   464,460.759   MT  0.99995900   -1 00 14.1
 AE3345;UTM  16      - 4,406,760.450   749,903.598   MT  1.00036893   +1 52 03.7
 AE3345;UTM  17      - 4,407,232.458   236,018.705   MT  1.00045802   -1 58 22.8
 AE3345
 AE3345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3345!SPC OH S     -   0.99995942  x   0.99995900  =   0.99991842
 AE3345!UTM  16      -   0.99995942  x   1.00036893  =   1.00032834
 AE3345!UTM  17      -   0.99995942  x   1.00045802  =   1.00041742
 AE3345
 AE3345|---------------------------------------------------------------------|
 AE3345| PID    Reference Object                     Distance      Geod. Az  |
 AE3345|                                                           dddmmss.s |
 AE3345| AE3343 CRAIG                               142.061 METERS 07648     |
 AE3345|---------------------------------------------------------------------|
 AE3345
 AE3345                          SUPERSEDED SURVEY CONTROL
 AE3345
 AE3345  ELLIP H (09/11/97)  258.76   (m)                       GP(       ) 4 1
 AE3345
 AE3345.Superseded values are not recommended for survey control.
 AE3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3345.See file dsdata.txt to determine how the superseded data were derived.
 AE3345
 AE3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4990406760(NAD 83)
 AE3345_MARKER: DD = SURVEY DISK
 AE3345_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3345_STAMPING: CRAIG AZ
 AE3345_MARK LOGO: CODDOP
 AE3345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3345+STABILITY: SURFACE MOTION
 AE3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3345+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 AE3345
 AE3345  HISTORY     - Date     Condition        Report By
 AE3345  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3345  HISTORY     - 20051107 GOOD             INDIV
 AE3345
 AE3345                          STATION DESCRIPTION
 AE3345
 AE3345'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3345'DESCRIBED BY WOOLPERT 1996 TO REACH FROM THE INTERSECTION OF ST.RT. 35
 AE3345'AND WOODMAN AVE. IN MONTGOMERY COUNTY GO NORTH ALONG WOODMAN FOR 1.0
 AE3345'MI (1.6 KM)  TO AIRWAY RD. GO EAST ALONG AIRWAY RD. FOR 1.5 MI (2.4
 AE3345'KM)  TO STATION ON RIGHT. STATION IS A BRONZE DISK IN CONCRETE
 AE3345'INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED CRAIG AZ, AND
 AE3345'IS FLUSH WITH THE SURFACE OF THE GROUND.  STATION IS LOCATED 48.0 FT
 AE3345'(14.6 M)  SOUTH OF AIRWAY RD. CENTERLINE, 5.2 FT (1.6 M)  SOUTH OF
 AE3345'CONCRETE SIDEWALK, 50.0 FT (15.2 M)  SOUTHEAST OF CATCH BASIN.
 AE3345
 AE3345                          STATION RECOVERY (2005)
 AE3345
 AE3345'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AE3345'THE REFERENCE TO THE CATCH BASIN IN THE ORIGINAL STATION DESCRIPTION
 AE3345'OF 1996 SHOULD READ 50.0 FT (15.2 M) SOUTHWEST OF CATCH BASIN.
 AE3345'RECOVERED IN GOOD CONDITION.
 AE3345' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0805 ***********************************************************************
 MB0805  DESIGNATION -  CRAIG RM 2
 MB0805  PID         -  MB0805
 MB0805  STATE/COUNTY-  OH/MAHONING
 MB0805  USGS QUAD   -  NEWTON FALLS (1994)
 MB0805
 MB0805                         *CURRENT SURVEY CONTROL
 MB0805  ___________________________________________________________________
 MB0805* NAD 83(1995)-  41 07 46.60244(N)    080 59 55.35866(W)     ADJUSTED  
 MB0805* NAVD 88     -       291.020  (meters)     954.79   (feet)  ADJUSTED  
 MB0805  ___________________________________________________________________
 MB0805  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MB0805  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB0805  DYNAMIC HT  -         290.891 (meters)     954.36  (feet)  COMP
 MB0805  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 MB0805
 MB0805  HORZ ORDER  -  FIRST
 MB0805  VERT ORDER  -  SECOND    CLASS 0
 MB0805
 MB0805.The horizontal coordinates were established by classical geodetic methods
 MB0805.and adjusted by the National Geodetic Survey in April 1998..
 MB0805
 MB0805.The orthometric height was determined by differential leveling
 MB0805.and adjusted by the National Geodetic Survey in June 1991..
 MB0805
 MB0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0805
 MB0805.The geoid height was determined by GEOID03.
 MB0805
 MB0805.The dynamic height is computed by dividing the NAVD 88
 MB0805.geopotential number by the normal gravity value computed on the
 MB0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0805.degrees latitude (g = 980.6199 gals.).
 MB0805
 MB0805.The modeled gravity was interpolated from observed gravity values.
 MB0805
 MB0805;                    North         East     Units Scale Factor Converg.
 MB0805;SPC OH N     -   163,539.191   726,049.665   MT  0.99993972   +0 59 10.6
 MB0805;UTM  17      - 4,553,145.363   500,108.216   MT  0.99960000   +0 00 03.1
 MB0805
 MB0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0805!SPC OH N     -   0.99995964  x   0.99993972  =   0.99989937
 MB0805!UTM  17      -   0.99995964  x   0.99960000  =   0.99955966
 MB0805
 MB0805:                Primary Azimuth Mark                     Grid Az
 MB0805:SPC OH N     -  NEWTON FALLS MUNICIPAL TANK              013 11 49.0
 MB0805:UTM  17      -  NEWTON FALLS MUNICIPAL TANK              014 10 56.5
 MB0805
 MB0805|---------------------------------------------------------------------|
 MB0805| PID    Reference Object                     Distance      Geod. Az  |
 MB0805|                                                           dddmmss.s |
 MB0805| MB2035 NEWTON FALLS MUNICIPAL TANK         APPROX. 6.7 KM 0141059.6 |
 MB0805| MB2036 NEWTON FALLS CUSHION CO TANK        APPROX. 5.6 KM 0150940.2 |
 MB0805| MB2040 53 021 1 PTA                        APPROX. 0.5 KM 0215421.5 |
 MB0805| MB2039 53 021 1                            APPROX. 0.6 KM 0215420.6 |
 MB0805| MB0804 CRAIG RM 1                           59.604 METERS 02524     |
 MB0805| MB0803 CRAIG                                32.349 METERS 04552     |
 MB0805| MB2380 MARIK                               APPROX. 7.0 KM 2440513.1 |
 MB0805| MB2324 RAVENNA ARMY AMMO NO 12 TANK        APPROX. 7.2 KM 3283537.7 |
 MB0805| MB2316 RAVENNA ARMY AMMO NO 1 TANK         APPROX. 7.9 KM 3505740.9 |
 MB0805|---------------------------------------------------------------------|
 MB0805
 MB0805                          SUPERSEDED SURVEY CONTROL
 MB0805
 MB0805  NAD 83(1986)-  41 07 46.60787(N)    080 59 55.35957(W) AD(       ) 1
 MB0805  NAD 27      -  41 07 46.40490(N)    080 59 56.02750(W) AD(       ) 1
 MB0805  NGVD 29 (??/??/92)  291.194  (m)          955.36   (f) ADJ UNCH    2 0
 MB0805
 MB0805.Superseded values are not recommended for survey control.
 MB0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0805.See file dsdata.txt to determine how the superseded data were derived.
 MB0805
 MB0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0010853145(NAD 83)
 MB0805_MARKER: DR = REFERENCE MARK DISK
 MB0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0805_STAMPING: CRAIG NO 2 1949
 MB0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0805+STABILITY: SURFACE MOTION
 MB0805
 MB0805  HISTORY     - Date     Condition        Report By
 MB0805  HISTORY     - 1977     MONUMENTED       NGS
 MB0805  HISTORY     - 1950     GOOD             NGS
 MB0805  HISTORY     - 20060430 POOR             GEOCAC
 MB0805
 MB0805                          STATION DESCRIPTION
 MB0805
 MB0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB0805'STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF DEERFIELD,
 MB0805'5-1/2 MILES SOUTH-SOUTHWEST OF NEWTON FALLS, 2 MILES NORTH OF
 MB0805'INTERSTATE 76, 1/4 MILE SOUTH OF THE COMMON CORNER OF PORTAGE,
 MB0805'MAHONING AND TRUMBULL COUNTY LINES, AND ON PROPERTY OF MRS.
 MB0805'MABLE VALLOT, RFD 3, BOX 182, NEWTON FALLS, OHIO, 44444.
 MB0805'
 MB0805'TO REACH THE STATION FROM THE POST OFFICE IN LAKE MILTON,
 MB0805'GO WEST ON MAHONING AVENUE, COUNTY HIGHWAY 18,
 MB0805'FOR 0.6 MILE TO A PAVED CROSSROAD. TURN RIGHT AND GO NORTH ON
 MB0805'COUNTY LINE ROAD FOR 0.1 MILE TO A BRIDGE OVER INTERSTATE 76.
 MB0805'CONTINUE NORTH ON COUNTY LINE ROAD FOR 2.15 MILES TO THE
 MB0805'AZIMUTH MARK.  CONTINUE NORTH ON THE COUNTY LINE ROAD FOR 0.35
 MB0805'MILE TO A T-ROAD. TURN RIGHT AND GO EAST ON THE PAVED ROAD
 MB0805'FOR 0.25 MILE TO THE MARK ON RIGHT.
 MB0805'
 MB0805'STATION MARK, STAMPED---CRAIG NO 2 1949---, IS A STANDARD
 MB0805'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH SQUARE
 MB0805'CONCRETE MONUMENT THAT PROJECTS 2 INCHES. IT IS 80 FEET SOUTH
 MB0805'OF THE NORTH FENCE CORNER AND 22 FEET WEST OF CENTER OF THE
 MB0805'PAVED ROAD.  THERE IS NO UNDERGROUND DISK.
 MB0805'
 MB0805'CRAIG 1950, STAMPED---CRAIG 1949---, IS A STANDARD TRIANGULATION
 MB0805'STATION DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE
 MB0805'MONUMENT THAT PROJECTS 1 INCH. IT IS 38.5 FEET EAST OF THE CENTER
 MB0805'OF THE PAVED ROAD AND 25 FEET SOUTHEAST OF A POWER POLE.  THE
 MB0805'UNDERGROUND DISK WAS NOT INSPECTED.
 MB0805'
 MB0805'REFERENCE MARK 1 , STAMPED---CRAIG NO 1 1949---, IS A STANDARD
 MB0805'DISK SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT
 MB0805'IS FLUSH WITH THE GROUND. IT IS 25 FEET EAST OF
 MB0805'THE CENTER OF THE PAVED ROAD.
 MB0805'
 MB0805'AZIMUTH MARK, STAMPED---CRAIG 1949---, IS A STANDARD DISK SET
 MB0805'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 MB0805'WITH THE GROUND.
 MB0805'IT IS 85.5 FEET EAST OF A POWER POLE , 42 FEET WEST OF A POWER
 MB0805'POLE AND 21 FEET SOUTH OF CENTER OF A PAVED ROAD.
 MB0805'
 MB0805'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 MB0805'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.3 METERS.
 MB0805'
 MB0805'DESCRIBED BY J.N. LEONHARDT.
 MB0805
 MB0805                          STATION RECOVERY (1950)
 MB0805
 MB0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MB0805'2.9 MI NW FROM LAKE MILTON.
 MB0805'ABOUT 0.7 MILES WEST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE
 MB0805'AT LAKE MILTON, THENCE ABOUT 2.2 MILES NORTH ALONG THE
 MB0805'MAHONING-PORTAGE COUNTY LINE ROAD.  IT IS 21 FEET WEST OF THE
 MB0805'CENTERLINE OF THE COUNTY LINE ROAD, 106 FEET SOUTHWEST AND ACROSS
 MB0805'THE ROAD FROM THE STATION MARK, 1 FOOT EAST OF THE FENCE LINE.
 MB0805'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 MB0805'SET FLUSH WITH THE LEVEL OF THE GROUND.
 MB0805
 MB0805                          STATION RECOVERY (2006)
 MB0805
 MB0805'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0805'DISK HAS A DEEP CUT IN IT AND CONCRETE POST IS AT AN ANGLE IN THE
 MB0805'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1967 ***********************************************************************
 KZ1967  DESIGNATION -  CRALL
 KZ1967  PID         -  KZ1967
 KZ1967  STATE/COUNTY-  OH/CRAWFORD
 KZ1967  USGS QUAD   -  CALEDONIA (1973)
 KZ1967
 KZ1967                         *CURRENT SURVEY CONTROL
 KZ1967  ___________________________________________________________________
 KZ1967* NAD 83(1995)-  40 44 54.07909(N)    082 59 31.31436(W)     ADJUSTED  
 KZ1967* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 KZ1967  ___________________________________________________________________
 KZ1967  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 KZ1967  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KZ1967
 KZ1967  HORZ ORDER  -  SECOND
 KZ1967
 KZ1967.The horizontal coordinates were established by classical geodetic methods
 KZ1967.and adjusted by the National Geodetic Survey in April 1998..
 KZ1967
 KZ1967.The orthometric height was scaled from a topographic map.
 KZ1967
 KZ1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1967
 KZ1967.The geoid height was determined by GEOID03.
 KZ1967
 KZ1967;                    North         East     Units Scale Factor Converg.
 KZ1967;SPC OH N     -   120,234.304   558,447.878   MT  0.99995459   -0 19 23.7
 KZ1967;UTM  17      - 4,512,731.413   331,826.441   MT  0.99994812   -1 18 02.1
 KZ1967
 KZ1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1967!SPC OH N     -   0.99995650  x   0.99995459  =   0.99991109
 KZ1967!UTM  17      -   0.99995650  x   0.99994812  =   0.99990462
 KZ1967
 KZ1967|---------------------------------------------------------------------|
 KZ1967| PID    Reference Object                     Distance      Geod. Az  |
 KZ1967|                                                           dddmmss.s |
 KZ1967| CE5921 CRALL RM 3                            5.487 METERS 10118     |
 KZ1967| KZ1968 38 FJH USGS 1959                    210.112 METERS 16939     |
 KZ1967| CE5919 CRALL RM 1                           20.165 METERS 19112     |
 KZ1967| CE5918 CRALL AZ MK                                        2571501.2 |
 KZ1967| CE5920 CRALL RM 2                           29.445 METERS 30040     |
 KZ1967| CE5922 CRALL RM 4                           10.428 METERS 33521     |
 KZ1967|---------------------------------------------------------------------|
 KZ1967
 KZ1967                          SUPERSEDED SURVEY CONTROL
 KZ1967
 KZ1967  NAD 83(1986)-  40 44 54.08466(N)    082 59 31.32793(W) AD(       ) 2
 KZ1967  NAD 27      -  40 44 53.87592(N)    082 59 31.65311(W) AD(       ) 2
 KZ1967
 KZ1967.Superseded values are not recommended for survey control.
 KZ1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1967.See file dsdata.txt to determine how the superseded data were derived.
 KZ1967
 KZ1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3182612731(NAD 83)
 KZ1967_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1967
 KZ1967  HISTORY     - Date     Condition        Report By
 KZ1967  HISTORY     - 1959     MONUMENTED       CGS
 KZ1967  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 KZ1967  HISTORY     - 1971     SEE DESCRIPTION  NGS
 KZ1967
 KZ1967                          STATION DESCRIPTION
 KZ1967
 KZ1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1967'THE STATION IS ABOUT 11 MILES WEST OF GALION, 4 MILES SOUTH OF
 KZ1967'BUCYRUS, ON PROPERTY OWNED BY
 KZ1967'MR. MILTON CRALL, IN SECTION 26, T 3 S, R 16 E, BUCYRUS TOWNSHIP.
 KZ1967'
 KZ1967'TO REACH THE STATION FROM THE INTERSECTION OF MANSFIELD STREET AND
 KZ1967'SANDUSKY AVENUE ON THE SOUTH
 KZ1967'SIDE OF THE SQUARE IN BUCYRUS, GO SOUTH ON SANDUSKY AVENUE (STATE
 KZ1967'HIGHWAYS 4 AND 98) 0.65 MILE TO A
 KZ1967'FORK IN THE ROAD.  BEAR LEFT ON HIGHWAY 98 AND CONTINUE SOUTH
 KZ1967'3.4 MILES TO A GRAVEL DRIVEWAY ON THE
 KZ1967'RIGHT.  (CONTINUE STRAIGHT AHEAD ON HIGHWAY 98 FOR
 KZ1967'0.1 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A
 KZ1967'PAVED ROAD 0.8 MILE TO A GRAVEL
 KZ1967'DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE GRAVEL DRIVEWAY
 KZ1967'0.05 MILE TO THE AZIMUTH MARK ON
 KZ1967'THE LEFT).  TURN RIGHT AND GO WEST ON THE GRAVEL DRIVEWAY 0.05 MILE
 KZ1967'TO A METAL GATE ON THE LEFT.  TURN
 KZ1967'LEFT, PASS THROUGH THE METAL GATE, AND GO SOUTH 58 FEET
 KZ1967'TO THE STATION.
 KZ1967'
 KZ1967'STATION MARKS ARE STANDARD DISKS STAMPED CRALL 1959.  THE SURFACE
 KZ1967'DISK IS SET IN A SQUARE
 KZ1967'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 38.5 FEET
 KZ1967'NORTHWEST OF THE SOUTHWEST CORNER OF
 KZ1967'A SHED AND 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN.
 KZ1967'A STANDARD METAL WITNESS POST WAS SET 16
 KZ1967'FEET NORTH OF THE MARK.  THE UNDERGROUND DISK
 KZ1967'IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE
 KZ1967'SURFACE OF THE GROUND.
 KZ1967'
 KZ1967'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CRALL NO 1 1959, IS SET
 KZ1967'IN A SQUARE CONCRETE POST
 KZ1967'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 98 FEET SOUTH OF THE
 KZ1967'SOUTHEAST CORNER OF THE BARN AND 38.5
 KZ1967'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SHED.
 KZ1967'
 KZ1967'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CRALL NO 2 1959, IS SET
 KZ1967'IN A SQUARE CONCRETE POST
 KZ1967'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 48.5 FEET SOUTH OF AN
 KZ1967'EASTWEST FENCELINE, 39.5 FEET
 KZ1967'SOUTHWEST OF THE NORTHWEST CORNER OF THE BARN AND 29 FEET
 KZ1967'WEST OF THE SOUTHWEST CORNER OF THE
 KZ1967'BARN.
 KZ1967'
 KZ1967'38 FJH (USGS), A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 KZ1967'STAMPED 38 FJH 1959, IS SET
 KZ1967'IN A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 42
 KZ1967'FEET SOUTH OF THE CENTERLINE OF
 KZ1967'THE BLACKTOP ROAD, 25 FEET EAST OF THE PAINTED CENTER LINE
 KZ1967'OF HIGHWAY 98, 2 FEET WEST OF A FENCELINE AND
 KZ1967'2 FEET SOUTHWEST OF A TELEPHONE POLE.
 KZ1967'
 KZ1967'AZIMUTH MARK, A STANDARD DISK STAMPED CRALL 1959, IS SET IN A SQUARE
 KZ1967'CONCRETE POST WHICH
 KZ1967'PROJECTS 4 INCHES.  IT IS 47 FEET SOUTHEAST OF THE NORTHEAST CORNER
 KZ1967'OF A HOUSE, 28.5 FEET NORTHWEST
 KZ1967'OF THE NORTHWEST CORNER OF A GARAGE AND 11 FEET EAST OF THE
 KZ1967'CENTERLINE OF THE GRAVEL DRIVEWAY.  A
 KZ1967'STANDARD METAL WITNESS POST WAS SET 1.5 FEET WEST
 KZ1967'OF THE MARK.
 KZ1967
 KZ1967                          STATION RECOVERY (1971)
 KZ1967
 KZ1967'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1967'MARK STAMPED- CONDITION-
 KZ1967'CRALL 1959
 KZ1967'GOOD - HAS STEEL WITNESS
 KZ1967'CRALL NO. 1-1959
 KZ1967'POOR - PLATE HAS BEEN BENT
 KZ1967'CRALL NO. 2-1959 GOOD - IN CORN
 KZ1967'FIELD
 KZ1967'AZI. CRALL 1959 GOOD
 KZ1967'
 KZ1967'RECOMMEND THAT BOTH REFERENCES BE MOVED.  THEY ARE IN A PLOWED FIELD.
 KZ1967'
 KZ1967'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 11 MILES W. OF
 KZ1967'GALION.
 KZ1967
 KZ1967                          STATION RECOVERY (1971)
 KZ1967
 KZ1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KZ1967'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 KZ1967'IN GOOD CONDITION.
 KZ1967'38 FJH (USGS) WAS ALSO FOUND IN GOOD CONDITION BUT
 KZ1967'OBSTRUCTED TO THE STATION BY TALL
 KZ1967'CORN.  THE AZIMUTH MARK WAS ALSO
 KZ1967'OBSTRUCTED BY CORN AND COULD NOT BE TAKEN.
 KZ1967'REFERENCE MARK 1 FOUND TO
 KZ1967'HAVE BEEN HIT AND THE DISK SHEARED OFF.  THE REFERENCE MARKS
 KZ1967'WERE FOUND TO BE IN
 KZ1967'A CULTIVATED FIELD AND WERE DESTROYED AT THE REQUEST OF THE
 KZ1967'PROPERTY OWNER.  REFERENCE
 KZ1967'MARKS 3 AND 4 WERE SET.  THE DISTANCE TO
 KZ1967'REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION
 KZ1967'FOLLOWS-
 KZ1967'
 KZ1967'THE STATION IS LOCATED ABOUT 11 MILES WEST OF GALION, ON THE PROPERTY
 KZ1967'OF MR. MILTON
 KZ1967'CRALL, IN SEC. 26, T-3-S, R-16-E, 68 FEET SOUTHEAST
 KZ1967'OF THE SOUTHWEST CORNER OF A
 KZ1967'CORN CRIB, 35 FEET SOUTHEAST OF THE SOUTHEAST
 KZ1967'CORNER OF THE CRIB, 19 FEET WEST OF THE WEST
 KZ1967'WALL OF A SHED, 38
 KZ1967'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE SHED, 1 FOOT WEST
 KZ1967'OF A METAL
 KZ1967'WITNESS POST AND 16 FEET SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 KZ1967'IS FLUSH AND THE DISK IS
 KZ1967'STAMPED CRALL 1959.  (NOTE 1A 7A)
 KZ1967'
 KZ1967'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 98
 KZ1967'AT THE SOUTH EDGE
 KZ1967'OF BUCYRUS, GO SOUTH ON HIGHWAY 98 FOR 3.4 MILES TO
 KZ1967'A DRIVEWAY ON THE RIGHT AND THE
 KZ1967'STATION ABOUT 0.1 MILE WEST.  CONTINUE
 KZ1967'SOUTH ON THE HIGHWAY FOR 0.1 MILE TO A CROSSROAD
 KZ1967'AND 38 FJH (USGS) ON
 KZ1967'THE LEFT.  TURN RIGHT ON THE GRAVELED ROAD AND GO WEST FOR 0.8 MILE
 KZ1967'TO A DRIVEWAY LEFT.
 KZ1967'TURN LEFT ON THE DRIVEWAY AND GO SOUTH FOR 0.05 MILE
 KZ1967'TO THE AZIMUTH MARK ON THE LEFT.
 KZ1967'
 KZ1967'REFERENCE MARK 3 IS 1 FOOT WEST OF THE WEST WALL OF THE SHED AND
 KZ1967'34 FEET NORTH OF
 KZ1967'THE SOUTHWEST CORNER OF THE SHED.  THE MONUMENT IS
 KZ1967'FLUSH AND THE DISK IS STAMPED CRALL
 KZ1967'1959 NO 3 1971.
 KZ1967'
 KZ1967'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP
 KZ1967'OF THE CONCRETE
 KZ1967'FOUNDATION OF THE CORN CRIB AND MILL.  THE DISK IS 4
 KZ1967'INCHES SOUTH OF THE SOUTHEAST
 KZ1967'CORNER OF CRIB AND THE DISK IS STAMPED
 KZ1967'CRALL 1959 NO 4 1971.
 KZ1967'
 KZ1967'THE AZIMUTH MARK IS 47 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 KZ1967'HOUSE, 28 FEET
 KZ1967'NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 11 FEET
 KZ1967'EAST OF THE CENTERLINE OF THE
 KZ1967'DRIVE AND 1 FOOT EAST OF A METAL WITNESS
 KZ1967'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 KZ1967'DISK IS STAMPED CRALL 1959.
 KZ1967'
 KZ1967'38 FJH (USGS) IS A STANDARD USGS DISK SET IN THE TOP OF A 6 INCH
 KZ1967'CONCRETE POST
 KZ1967'PROJECTING 6 INCHES, 42 FEET SOUTH OF CENTERLINE OF PAVED
 KZ1967'ROAD, 25 FEET EAST OF THE
 KZ1967'CENTERLINE OF HIGHWAY, 2 FEET WEST OF FENCE
 KZ1967'AND 2 FEET SOUTH OF A TELEPHONE POLE.  THE
 KZ1967'DISK IS STAMPED 38 FJH 1959.
 KZ1967'
 KZ1967'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES SOUTH
 KZ1967'OF BUCYRUS.
 KZ1967'
 KZ1967'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1119 ***********************************************************************
 MC1119  DESIGNATION -  CRANBERRIES AMC
 MC1119  PID         -  MC1119
 MC1119  STATE/COUNTY-  OH/ERIE
 MC1119  USGS QUAD   -  VERMILION WEST (1979)
 MC1119
 MC1119                         *CURRENT SURVEY CONTROL
 MC1119  ___________________________________________________________________
 MC1119* NAD 83(1995)-  41 22 59.89257(N)    082 28 22.33167(W)     ADJUSTED  
 MC1119* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 MC1119  ___________________________________________________________________
 MC1119  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 MC1119  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 MC1119
 MC1119  HORZ ORDER  -  THIRD
 MC1119
 MC1119.The horizontal coordinates were established by classical geodetic methods
 MC1119.and adjusted by the National Geodetic Survey in April 1998..
 MC1119.No horizontal observational check was made to the station.
 MC1119
 MC1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1119
 MC1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1119
 MC1119.The geoid height was determined by GEOID03.
 MC1119
 MC1119;                    North         East     Units Scale Factor Converg.
 MC1119;SPC OH N     -   190,627.801   602,269.217   MT  0.99995428   +0 01 04.2
 MC1119;UTM  17      - 4,582,355.373   376,848.039   MT  0.99978665   -0 58 25.8
 MC1119
 MC1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1119!SPC OH N     -   0.99997807  x   0.99995428  =   0.99993235
 MC1119!UTM  17      -   0.99997807  x   0.99978665  =   0.99976472
 MC1119
 MC1119                          SUPERSEDED SURVEY CONTROL
 MC1119
 MC1119  NAD 83(1995)-  41 22 59.89295(N)    082 28 22.33195(W) AD(       ) 3
 MC1119  NAD 83(1986)-  41 22 59.89239(N)    082 28 22.33647(W) AD(       ) 3
 MC1119  NAD 27      -  41 22 59.71600(N)    082 28 22.73569(W) AD(       ) 3
 MC1119  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 MC1119
 MC1119.Superseded values are not recommended for survey control.
 MC1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1119.See file dsdata.txt to determine how the superseded data were derived.
 MC1119
 MC1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7684882355(NAD 83)
 MC1119_MARKER: DS = TRIANGULATION STATION DISK
 MC1119_SETTING: 0 = UNSPECIFIED SETTING
 MC1119_STAMPING: CRANBERRIES AMC 1976
 MC1119_MARK LOGO: NOS   
 MC1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1119
 MC1119  HISTORY     - Date     Condition        Report By
 MC1119  HISTORY     - 1976     MONUMENTED       NOSAMC
 MC1119
 MC1119                          STATION DESCRIPTION
 MC1119
 MC1119'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1976 (RES)
 MC1119'THE STATION IS LOCATED APPROXIMATELY 4 MILES EAST OF THE TOWN
 MC1119'OF HURON, OHIO, AND APPROXIMATELY 7 MILES WEST OF VERMILION,
 MC1119'OHIO.  IT IS LOCATED ON THE SOUTH SHORE OF LAKE ERIE ON THE
 MC1119'PROPERTY OF HAYES MARINA AT THE MOUTH OF CRANBERRY CREEK.
 MC1119'
 MC1119'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE CROSSING
 MC1119'THE VERMILION RIVER IN THE TOWN OF VERMILION, PROCEED WEST
 MC1119'ON ROUTE 6 FOR 6.7 MILES TO HAYES MARINA ON THE RIGHT.  TURN
 MC1119'RIGHT (NORTH) INTO THE MARINA AND THE VICINITY OF THE STATION.
 MC1119'
 MC1119'THE STATION IS LOCATED IN THE NE CORNER OF THE MARINA ON THE
 MC1119'CONCRETE BREAKWALL PROTECTING THE WEST SIDE OF CRANBERRY
 MC1119'CREEK.  THE STATION IS A STANDARD NATIONAL OCEAN SURVEY DISK
 MC1119'CEMENTED FLUSH WITH THE CONCRETE BREAKWALL AND STAMPED
 MC1119'CRANBERRIES AMC, 1976.  IT IS 35.85 FEET SOUTH OF THE CENTER
 MC1119'OF THE MARINA SIGN, 34.2 FEET SOUTH OF THE CENTER OF A WHITE
 MC1119'FLAGPOLE (BOTH OF THESE FIXTURES ARE ON THE NORTH END OF THE
 MC1119'BREAKWALL), 37.5 FEET SW OF THE NE CORNER OF THE BREAKWALL,
 MC1119'AND 2.3 FEET EAST OF THE WEST EDGE OF THE BREAKWALL.
 MC1119'
 MC1119'NO AZIMUTH OR REFERENCE MARKS WERE SET.
 MC1119'
 MC1119'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2307 ***********************************************************************
 LA2307  DESIGNATION -  CRANBERRY
 LA2307  PID         -  LA2307
 LA2307  STATE/COUNTY-  OH/MERCER
 LA2307  USGS QUAD   -  MONTEZUMA (1982)
 LA2307
 LA2307                         *CURRENT SURVEY CONTROL
 LA2307  ___________________________________________________________________
 LA2307* NAD 83(1995)-  40 23 30.02826(N)    084 34 34.78361(W)     ADJUSTED  
 LA2307* NAVD 88     -       306.7    (meters)    1006.     (feet)  GPS OBS   
 LA2307  ___________________________________________________________________
 LA2307  X           -     459,823.432 (meters)                     COMP
 LA2307  Y           -  -4,843,066.856 (meters)                     COMP
 LA2307  Z           -   4,111,382.916 (meters)                     COMP
 LA2307  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LA2307  ELLIP HEIGHT-         273.43  (meters)          (10/07/05) GPS OBS
 LA2307  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LA2307
 LA2307  HORZ ORDER  -  FIRST
 LA2307  ELLP ORDER  -  FOURTH    CLASS I
 LA2307
 LA2307.The horizontal coordinates were established by GPS observations
 LA2307.and adjusted by the National Geodetic Survey in September 1997..
 LA2307
 LA2307.The orthometric height was determined by GPS observations and a
 LA2307.high-resolution geoid model.
 LA2307
 LA2307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2307
 LA2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2307
 LA2307.The ellipsoidal height was determined by GPS observations
 LA2307.and is referenced to NAD 83.
 LA2307
 LA2307.The geoid height was determined by GEOID03.
 LA2307
 LA2307;                    North         East     Units Scale Factor Converg.
 LA2307;SPC OH N     -    82,608.496   423,726.665   MT  1.00000824   -1 21 50.6
 LA2307;SPC OH S     -   267,552.385   423,711.029   MT  1.00009060   -1 19 02.9
 LA2307;UTM  16      - 4,474,051.013   705,706.921   MT  1.00012091   +1 34 16.0
 LA2307
 LA2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2307!SPC OH N     -   0.99995711  x   1.00000824  =   0.99996535
 LA2307!SPC OH S     -   0.99995711  x   1.00009060  =   1.00004770
 LA2307!UTM  16      -   0.99995711  x   1.00012091  =   1.00007801
 LA2307
 LA2307:                Primary Azimuth Mark                     Grid Az
 LA2307:SPC OH N     -  CELINA MUNICIPAL TANK                    001 27 14.3
 LA2307:SPC OH S     -  CELINA MUNICIPAL TANK                    001 24 26.6
 LA2307:UTM  16      -  CELINA MUNICIPAL TANK                    358 31 07.7
 LA2307
 LA2307|---------------------------------------------------------------------|
 LA2307| PID    Reference Object                     Distance      Geod. Az  |
 LA2307|                                                           dddmmss.s |
 LA2307| LA2370 CELINA MUNICIPAL TANK               APPROX.18.4 KM 0000523.7 |
 LA2307| LA2371 CELINA IMM CON CATH CH DOME         APPROX.17.8 KM 0005512.5 |
 LA2307| CE6111 274 1                                              0010959.1 |
 LA2307| CE5923 CRANBERRY AZ MK                                    0315619.0 |
 LA2307| CE5924 CRANBERRY RM 1                      138.940 METERS 05301     |
 LA2307| LA2305 CRANBERRY PRAIRIE CATH CH           472.278 METERS 2860315.0 |
 LA2307| LA2315 ST HENRY CATHOLIC CH STEEPLE        APPROX. 5.9 KM 2985051.9 |
 LA2307| LA2314 ST HENRY MUNICIPAL TANK             APPROX. 6.3 KM 2995338.3 |
 LA2307| CE5925 CRANBERRY RM 2                      121.551 METERS 31149     |
 LA2307| LA2373 CELINA MERSMAN TABLE WATER TK       APPROX.17.8 KM 3594626.3 |
 LA2307|---------------------------------------------------------------------|
 LA2307
 LA2307                          SUPERSEDED SURVEY CONTROL
 LA2307
 LA2307  ELLIP H (09/04/97)  273.44   (m)                       GP(       ) 4 1
 LA2307  NAD 83(1986)-  40 23 30.03309(N)    084 34 34.79785(W) AD(       ) 1
 LA2307  NAD 27      -  40 23 29.86800(N)    084 34 34.96200(W) AD(       ) 1
 LA2307
 LA2307.Superseded values are not recommended for survey control.
 LA2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2307.See file dsdata.txt to determine how the superseded data were derived.
 LA2307
 LA2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0570774051(NAD 83)
 LA2307_MARKER: DS = TRIANGULATION STATION DISK
 LA2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2307_STAMPING: CRANBERRY 1932
 LA2307_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LA2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2307+STABILITY: SURFACE MOTION
 LA2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2307+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1995
 LA2307
 LA2307  HISTORY     - Date     Condition        Report By
 LA2307  HISTORY     - 1932     MONUMENTED       CGS
 LA2307  HISTORY     - 1976     GOOD             OHDT
 LA2307  HISTORY     - 1976     GOOD             NGS
 LA2307  HISTORY     - 19950406 GOOD             ABW
 LA2307
 LA2307                          STATION DESCRIPTION
 LA2307
 LA2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 LA2307'THE STATION IS
 LA2307'11 MILES SOUTH OF
 LA2307'CELINA, OHIO, 1/4 MILE WEST OF U.S. HIGHWAY 127,
 LA2307'1/4 MILE EAST OF THE CRANBERRY
 LA2307'PRAIRIE CHURCH (CATHOLIC), NEAR
 LA2307'THE NORTH SIDE CENTER OF THE NORTHEAST 1/4 SEC.
 LA2307'36, T. AND S., R.
 LA2307'2 E., ON LAND BELONGING TO MR. JOHN HEIN.  IT IS ON THE HIGHEST
 LA2307'POINT OF A
 LA2307'KNOLL IN A CULTIVATED FIELD, ABOUT 100 METERS SOUTH
 LA2307'OF THE GRAVEL SECTION-LINE
 LA2307'ROAD, ABOUT 250 METERS WEST OF MR.
 LA2307'HEINS HOUSE, 40 FEET EAST OF A NORTH-SOUTH
 LA2307'FENCE LINE, 94 FEET
 LA2307'NORTH OF AN EAST-WEST FENCE LINE AND 151 FEET NORTH OF A LONE
 LA2307'TREE.  THE
 LA2307'SURFACE STATION IS ABOUT 1 FOOT BELOW THE GROUND.
 LA2307'
 LA2307'THE AZIMUTH MARK IS 12 METERS EAST OF THE CENTER LINE OF
 LA2307'U.S. HIGHWAY 127,
 LA2307'6 METERS EAST OF THE EAST RIGHT-OF-WAY FENCE
 LA2307'OF THE SAME ROAD, 1 METER SOUTH OF
 LA2307'AN EAST-WEST FENCE LINE, AND
 LA2307'ABOUT 0.3 MILE NORTH OF THE POINT WHERE THE GRAVEL
 LA2307'SECTION-LINE
 LA2307'ROAD GOES TO THE WEST FROM U.S. HIGHWAY 127 TO THE CRANBERRY PRAIRIE
 LA2307'CHURCH.
 LA2307'
 LA2307'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE CENTER LINE OF
 LA2307'THE GRAVEL
 LA2307'SECTION-LINE ROAD, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY
 LA2307'FENCE OF THE SAME ROAD, 1
 LA2307'FOOT WEST OF A TELEPHONE POLE AND
 LA2307'APPROXIMATELY 110 METERS NORTHWEST OF THE
 LA2307'NORTHWEST CORNER OF
 LA2307'MR. HEINS HOUSE.
 LA2307'
 LA2307'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF THE CENTER LINE OF
 LA2307'THE SECTION-LINE
 LA2307'ROAD, 1 FOOT SOUTH OF THE SOUTH RIGHT-OS-WAY FENCE
 LA2307'OF THE SAME ROAD, 5 FEET WEST OF A
 LA2307'TELEPHONE POLE AND APPROXIMATELY
 LA2307'100 METERS EAST OF A FENCE CORNER.
 LA2307'
 LA2307'TO REACH THE STATION FROM CELINA, GO SOUTH ON U.S. HIGHWAY
 LA2307'127 ABOUT 11 MILES
 LA2307'TO A GRAVEL SECTION-LINE ROAD, TURN WEST ON
 LA2307'THIS ROAD AND GO 1/4 MILE TO THE
 LA2307'STATION ON THE SOUTH SIDE OF THE ROAD.
 LA2307
 LA2307                          STATION RECOVERY (1976)
 LA2307
 LA2307'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1976 (RRH)
 LA2307'CRANBERRY 1932 RECOVERED GOOD.
 LA2307'
 LA2307'AZIMUTH MARK DESTROYED - DISK ENCLOSED.
 LA2307'
 LA2307'REFERENCE MARK 1 AND 2 RECOVERED GOOD.
 LA2307'
 LA2307'NEED NEW AZIMUTH MARK SET - SIGN AND POST PLACED IN FENCE ROW 19.5
 LA2307'FEET SOUTH OF FT. RECOVERY-MINSTER ROAD AND 270.3 FEET NORTH OF
 LA2307'STATION CRANBERRY - 94.  FEET NORTH OF EAST-WEST FENCE LINE AND 151
 LA2307'FEET NORTH OF LONE TREE SHOULD BE DELETED FROM DESCRIPTION AS THEY
 LA2307'NO LONGER EXIST.
 LA2307'
 LA2307'DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES SOUTH OF
 LA2307'CELINE.
 LA2307
 LA2307                          STATION RECOVERY (1976)
 LA2307
 LA2307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LA2307'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LA2307'THE AZIMUTH MARK WAS DESTROYED BY ROAD WORK AND THE DISK SENT IN.
 LA2307'THE DIRECTION TO THE REFERENCE MARKS CHECKED AS DID THE
 LA2307'DISTANCES.  A NEW AZIMUTH MARK WAS ESTABLISHED USING A MARK SET BY
 LA2307'THE OHIO DEPARTMENT OF TRANSPORTATION.  A NEW DESCRIPTION
 LA2307'FOLLOWS--
 LA2307'
 LA2307'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF THE JUNCTION OF
 LA2307'U.S. HIGHWAY 127 AND STATE HIGHWAY 119, ON THE HIGHEST POINT OF A
 LA2307'SMALL KNOB IN A CULTIVATED FIELD, 45 FEET EAST OF A NORTH-SOUTH
 LA2307'PROPERTY LINE FENCE, 270 FEET SOUTH OF A FENCE AND A METAL WITNESS
 LA2307'POST AND 290 FEET SOUTH OF THE CENTERLINE OF RECOVERY-MINSTER
 LA2307'ROAD.  THE MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS
 LA2307'STAMPED CRANBERRY 1932.
 LA2307'
 LA2307'TO REACH THE STATION FROM CELINA, GO SOUTH ON U.S. HIGHWAY 127 FOR
 LA2307'10 MILES TO THE JUNCTION OF STATE HIGHWAY 119.  CONTINUE SOUTH ON
 LA2307'HIGHWAY 127 FOR 10 MILE TO A PAVED CROSSROAD.  TURN RIGHT AND GO
 LA2307'WEST ON RECOVERY-MINSTER ROAD FOR 0.25 MILE TO THE STATION ON THE
 LA2307'RIGHT.
 LA2307'
 LA2307'REFERENCE MARK 1 IS 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND
 LA2307'1 FOOT SOUTH OF THE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 LA2307'DISK IS STAMPED CRANBERRY NO 1 1932.
 LA2307'
 LA2307'REFERENCE MARK 2 IS 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND
 LA2307'1 FOOT SOUTH OF THE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 LA2307'DISK IS STAMPED CRANBERRY NO 2 1932.
 LA2307'
 LA2307'THE AZIMUTH MARK IS A STANDARD OHIO DEPARTMENT OF TRANSPORTATION
 LA2307'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 LA2307'GROUND, 0.2 MILE WEST OF THE INTERSECTION OF U.S. HIGHWAY 127 AND
 LA2307'STATE HIGHWAY 119, 47 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 119,
 LA2307'2.6 FEET NORTH OF A WOVEN WIRE FENCE, 103 FEET WEST OF A POWER
 LA2307'POLE AND 14 FEET NORTHEAST OF THE EAST GATE POST TO HIGHWAY
 LA2307'GARAGE.  THE DISK IS UNSTAMPED AND IS CONTROL POINT 274-1 OF THE
 LA2307'OHIO DEPT. OF TRANS.
 LA2307'
 LA2307'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 LA2307'SOUTH OF CELINA.
 LA2307'
 LA2307'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LA2307
 LA2307                          STATION RECOVERY (1995)
 LA2307
 LA2307'RECOVERY NOTE BY ABW MAPPING AND CONSULTING 1995 (LGM)
 LA2307'RECOVERED AS DESCRIBED, HOWEVER THE MERCER COUNTY ENGINEER HAS PLACED
 LA2307'A CAPPED IRON OVER THE MARK BELOW PLOW DEPTH TO ENABLE MARK TO BE
 LA2307'FOUND WITH A METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1731 ***********************************************************************
 MC1731  DESIGNATION -  CRANE
 MC1731  PID         -  MC1731
 MC1731  STATE/COUNTY-  OH/LUCAS
 MC1731  USGS QUAD   -  METZGER MARSH (1964)
 MC1731
 MC1731                         *CURRENT SURVEY CONTROL
 MC1731  ___________________________________________________________________
 MC1731* NAD 83(1995)-  41 37 36.98798(N)    083 10 56.59585(W)     ADJUSTED  
 MC1731* NAVD 88     -       175.6    (meters)     576.     (feet)  GPS OBS   
 MC1731  ___________________________________________________________________
 MC1731  X           -     566,804.219 (meters)                     COMP
 MC1731  Y           -  -4,740,967.162 (meters)                     COMP
 MC1731  Z           -   4,214,814.201 (meters)                     COMP
 MC1731  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MC1731  ELLIP HEIGHT-         140.01  (meters)          (10/07/05) GPS OBS
 MC1731  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC1731
 MC1731  HORZ ORDER  -  FIRST
 MC1731  ELLP ORDER  -  FOURTH    CLASS I
 MC1731
 MC1731.The horizontal coordinates were established by GPS observations
 MC1731.and adjusted by the National Geodetic Survey in April 1998..
 MC1731
 MC1731.The orthometric height was determined by GPS observations and a
 MC1731.high-resolution geoid model.
 MC1731
 MC1731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1731
 MC1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1731
 MC1731.The ellipsoidal height was determined by GPS observations
 MC1731.and is referenced to NAD 83.
 MC1731
 MC1731.The geoid height was determined by GEOID03.
 MC1731
 MC1731;                    North         East     Units Scale Factor Converg.
 MC1731;SPC OH N     -   217,908.359   543,135.976   MT  0.99998673   -0 26 53.9
 MC1731;UTM  17      - 4,610,657.805   318,202.767   MT  1.00000673   -1 27 00.4
 MC1731
 MC1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1731!SPC OH N     -   0.99997804  x   0.99998673  =   0.99996477
 MC1731!UTM  17      -   0.99997804  x   1.00000673  =   0.99998477
 MC1731
 MC1731                          SUPERSEDED SURVEY CONTROL
 MC1731
 MC1731  ELLIP H (04/01/98)  140.06   (m)                       GP(       ) 4 1
 MC1731  NAD 83(1995)-  41 37 36.98798(N)    083 10 56.59584(W) AD(       ) 1
 MC1731  NAD 83(1986)-  41 37 37.00349(N)    083 10 56.61541(W) AD(       ) 1
 MC1731
 MC1731.Superseded values are not recommended for survey control.
 MC1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1731.See file dsdata.txt to determine how the superseded data were derived.
 MC1731
 MC1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1820310658(NAD 83)
 MC1731_MARKER: DD = SURVEY DISK
 MC1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1731_SP_SET: CONCRETE POST
 MC1731_STAMPING: CRANE 1993
 MC1731_MARK LOGO: OH-095
 MC1731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1731+STABILITY: SURFACE MOTION
 MC1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1731+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1731
 MC1731  HISTORY     - Date     Condition        Report By
 MC1731  HISTORY     - 1993     MONUMENTED       OH-095
 MC1731  HISTORY     - 20000605 GOOD             DI
 MC1731
 MC1731                          STATION DESCRIPTION
 MC1731
 MC1731'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1731'THE STATION IS LOCATED LUCAS COUNTY, OHIO ABOUT 4.5 MILES EAST
 MC1731'SOUTHEAST OF THE VILLAGE OF THE BONO.
 MC1731'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND STATE
 MC1731'ROUTE 2 PROCEED EAST ALONG STATE ROUTE 2 6.5 MILES TO THE ENTRANCE TO
 MC1731'CRANE CREEK PARK.  TURN LEFT AND PROCEED NORTH ALONG CRANE CREEK ROAD
 MC1731'2.0 MILES TO A 90 DEGREE TURN TO THE WEST AND THE STATION ON THE
 MC1731'RIGHT.
 MC1731'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1731'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND
 MC1731'SURFACE AND IS STAMPED --CRANE 1993--.
 MC1731'THE STATION IS 33.0 FEET EAST FROM THE EDGE OF AN ASPHALT PARKING
 MC1731'AREA, 17.0 FEET SOUTHEAST FROM THE CENTER OF A CATCH BASIN, 15.0 FEET
 MC1731'WEST FROM THE CENTER OF A STONE DRIVE, AND 14.0 FEET NORTH FROM THE
 MC1731'EDGE OF PAVEMENT OF THE ROAD.
 MC1731
 MC1731                          STATION RECOVERY (2000)
 MC1731
 MC1731'RECOVERY NOTE BY US DEPARTMENT OF INTERIOR 2000 (SMN)
 MC1731'FROM STATION MARK, A METAL GATE POST, 2 FT (0.6 M) DIAM, 5 FT (1.5 M)
 MC1731'HIGH, BEARS S 41-26 E, 69.4 FT (21.2 M) DIST.  (AT THE NORTH SIDE OF
 MC1731'AN IRON GATE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1375 ***********************************************************************
 MC1375  DESIGNATION -  CRAWFIS
 MC1375  PID         -  MC1375
 MC1375  STATE/COUNTY-  OH/PUTNAM
 MC1375  USGS QUAD   -  LEIPSIC (1973)
 MC1375
 MC1375                         *CURRENT SURVEY CONTROL
 MC1375  ___________________________________________________________________
 MC1375* NAD 83(1995)-  41 03 45.05359(N)    083 57 26.89685(W)     ADJUSTED  
 MC1375* NAVD 88     -       239.79   (+/-2cm)     786.7    (feet)  VERTCON   
 MC1375  ___________________________________________________________________
 MC1375  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 MC1375  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC1375
 MC1375  HORZ ORDER  -  FIRST
 MC1375  VERT ORDER  -  THIRD ? (See Below)
 MC1375
 MC1375.The horizontal coordinates were established by classical geodetic methods
 MC1375.and adjusted by the National Geodetic Survey in April 1998..
 MC1375
 MC1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1375.The vertical order pertains to the NGVD 29 superseded value.
 MC1375
 MC1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1375
 MC1375.The geoid height was determined by GEOID03.
 MC1375
 MC1375;                    North         East     Units Scale Factor Converg.
 MC1375;SPC OH N     -   156,026.781   477,504.470   MT  0.99993914   -0 57 27.0
 MC1375;UTM  17      - 4,549,911.901   251,491.969   MT  1.00036014   -1 56 37.3
 MC1375;UTM  16      - 4,550,157.979   755,656.075   MT  1.00040450   +1 59 58.8
 MC1375
 MC1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1375!SPC OH N     -   0.99996794  x   0.99993914  =   0.99990709
 MC1375!UTM  17      -   0.99996794  x   1.00036014  =   1.00032807
 MC1375!UTM  16      -   0.99996794  x   1.00040450  =   1.00037243
 MC1375
 MC1375|---------------------------------------------------------------------|
 MC1375| PID    Reference Object                     Distance      Geod. Az  |
 MC1375|                                                           dddmmss.s |
 MC1375| CE5927 CRAWFIS RM 1                         31.501 METERS 20820     |
 MC1375| MD1762 OTTAWA MUNICIPAL TANK               APPROX. 8.0 KM 2351458.8 |
 MC1375| MD1761 GLANDORF ST JOHNS CHURCH SPIRE      APPROX.10.9 KM 2505042.0 |
 MC1375| CE5926 CRAWFIS AZ MK                                      3131133.6 |
 MC1375| MC1374 LEIPSIC MUNICIPAL TANK              APPROX. 5.4 KM 3250547.1 |
 MC1375| CF2998 PLEASANT GROVE M P CH BELFRY                       3330904.8 |
 MC1375| CE5928 CRAWFIS RM 2                         36.933 METERS 33621     |
 MC1375|---------------------------------------------------------------------|
 MC1375
 MC1375                          SUPERSEDED SURVEY CONTROL
 MC1375
 MC1375  NAD 83(1986)-  41 03 45.06470(N)    083 57 26.90689(W) AD(       ) 1
 MC1375  NAD 27      -  41 03 44.87500(N)    083 57 27.11600(W) AD(       ) 1
 MC1375  NGVD 29 (07/19/86)  239.96   (m)          787.3    (f) LEVELING    3  
 MC1375
 MC1375.Superseded values are not recommended for survey control.
 MC1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1375.See file dsdata.txt to determine how the superseded data were derived.
 MC1375
 MC1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5149249912(NAD 83)
 MC1375_MARKER: Z = SEE DESCRIPTION
 MC1375_SETTING: 0 = UNSPECIFIED SETTING
 MC1375
 MC1375  HISTORY     - Date     Condition        Report By
 MC1375  HISTORY     - 1943     MONUMENTED       CGS
 MC1375
 MC1375                          STATION DESCRIPTION
 MC1375
 MC1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1375'THE STATION IS LOCATED ABOUT 3 MILES SE OF THE SMALL VILLAGE OF
 MC1375'LEIPSIC, ON LAND OWNED BY
 MC1375'CHESTER CRAWFIS, WHO LIVES ABOUT 150 YARDS E OF THE STATION.
 MC1375'IT IS 164.4 FEET N OF A
 MC1375'LONE 2-1/2-FOOT ASH TREE, ABOUT 300
 MC1375'FEET E OF MIKE DOBMEYERS LARGE RED BARN,
 MC1375'34 FEET E OF THE CENTER
 MC1375'LINE OF A MACADAM ROAD, 16.5 FEET E OF A N-S FENCELINE.
 MC1375'THE SURFACE
 MC1375'STATION MARK IS 15 INCHES BELOW THE SURFACE OF THE GROUND AND
 MC1375'THE DISK IS
 MC1375'STAMPED CRAWFIS 1943.
 MC1375'
 MC1375'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MC1375'DISKS SET IN
 MC1375'CONCRETE.
 MC1375'
 MC1375'REFERENCE MARK 1 IS 103.35 FEET SW OF THE STATION, 19 FEET W
 MC1375'OF THE CENTER LINE
 MC1375'OF A MACADAM ROAD, 1 FOOT E OF A N-S FENCELINE.
 MC1375'THE DISK IS STAMPED CRAWFIS NO 1
 MC1375'1943.
 MC1375'
 MC1375'REFERENCE MARK 2 IS 121.17 FEET NW OF THE STATION, 18 FEET W
 MC1375'OF THE CENTER LINE
 MC1375'OF A MACADAM ROAD, 4.2 FEET N OF A POWER-TRANSMISSION
 MC1375'LINE POLE, 1 FOOT E OF A N-S
 MC1375'FENCELINE.  THE DISK IS
 MC1375'STAMPED CRAWFIS NO 2 1943.
 MC1375'
 MC1375'THE AZIMUTH MARK IS 0.3 MILE NW OF THE STATION, 21.6 FEET E
 MC1375'OF A LONE 2-FOOT
 MC1375'OAK TREE, 18 FEET N OF THE CENTER LINE OF AN E-W
 MC1375'MACADAM ROAD, 1.5 FEET E OF A
 MC1375'STANDARD REFERENCE POST, 1 FOOT S OF
 MC1375'AN E-W FENCELINE.  THE DISK IS STAMPED CRAWFIS
 MC1375'1943.
 MC1375'
 MC1375'TO REACH THE STATION FROM THE SMALL VILLAGE OF LEIPSIC, GO SE
 MC1375'ON STATE HIGHWAY
 MC1375'113 FOR 1.5 MILES TO A MACADAM CROSS ROAD, HERE
 MC1375'TURN RIGHT (S) AND GO 1.5 MILES TO
 MC1375'ANOTHER MACADAM CROSS ROAD,
 MC1375'THENCE CONTINUE S FOR 0.1 MILE TO THE STATION ON THE
 MC1375'LEFT AS
 MC1375'DESCRIBED.
 MC1375'
 MC1375'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N FOR 0.1 MILE
 MC1375'TO A CROSS ROAD,
 MC1375'THENCE LEFT FOR 0.15 MILE TO ANOTHER CROSS ROAD,
 MC1375'HERE TURN LEFT AND GO 0.1 MILE TO
 MC1375'THE MARK ON THE RIGHT AS DESCRIBED.
 MC1375'
 MC1375'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2711 ***********************************************************************
 MB2711  DESIGNATION -  CRAWFORD
 MB2711  PID         -  MB2711
 MB2711  STATE/COUNTY-  OH/SUMMIT
 MB2711  USGS QUAD   -  AKRON EAST (1964)
 MB2711
 MB2711                         *CURRENT SURVEY CONTROL
 MB2711  ___________________________________________________________________
 MB2711* NAD 83(1995)-  41 05 53.37600(N)    081 29 39.68828(W)     ADJUSTED  
 MB2711* NAVD 88     -       329.2    (meters)    1080.     (feet)  VERTCON   
 MB2711  ___________________________________________________________________
 MB2711  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 MB2711  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MB2711
 MB2711  HORZ ORDER  -  FIRST
 MB2711
 MB2711.The horizontal coordinates were established by classical geodetic methods
 MB2711.and adjusted by the National Geodetic Survey in April 1998..
 MB2711
 MB2711.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2711
 MB2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2711
 MB2711.The geoid height was determined by GEOID03.
 MB2711
 MB2711;                    North         East     Units Scale Factor Converg.
 MB2711;SPC OH N     -   159,448.615   684,477.236   MT  0.99993928   +0 39 38.4
 MB2711;UTM  17      - 4,549,771.578   458,485.419   MT  0.99962121   -0 19 29.9
 MB2711
 MB2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2711!SPC OH N     -   0.99995361  x   0.99993928  =   0.99989289
 MB2711!UTM  17      -   0.99995361  x   0.99962121  =   0.99957484
 MB2711
 MB2711|---------------------------------------------------------------------|
 MB2711| PID    Reference Object                     Distance      Geod. Az  |
 MB2711|                                                           dddmmss.s |
 MB2711| MB1248 CRAWFORD A                           92.156 METERS 11923     |
 MB2711| MB2920 AKRON TV STATION WAKR MAST          APPROX. 2.7 KM 2290051.9 |
 MB2711| MB2878 AKRON OHIO EDISON ELEC CO TWR       APPROX. 0.7 KM 2314728.4 |
 MB2711|---------------------------------------------------------------------|
 MB2711
 MB2711                          SUPERSEDED SURVEY CONTROL
 MB2711
 MB2711  NAD 83(1986)-  41 05 53.38297(N)    081 29 39.69166(W) AD(       ) 1
 MB2711  NAD 27      -  41 05 53.18247(N)    081 29 40.26465(W) AD(       ) 1
 MB2711  NGVD 29 (07/19/86)  329.4    (m)         1081.     (f) VERT ANG       
 MB2711
 MB2711.Superseded values are not recommended for survey control.
 MB2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2711.See file dsdata.txt to determine how the superseded data were derived.
 MB2711
 MB2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5848549772(NAD 83)
 MB2711_MARKER: Z = SEE DESCRIPTION
 MB2711_SETTING: 0 = UNSPECIFIED SETTING
 MB2711_STAMPING: CRAWFORD
 MB2711_MARK LOGO: OH0070
 MB2711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2711
 MB2711  HISTORY     - Date     Condition        Report By
 MB2711  HISTORY     - 1963     MONUMENTED       OH0070
 MB2711
 MB2711                          STATION DESCRIPTION
 MB2711
 MB2711'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB2711'THE STATION IS ABOUT 1-3/4 MILES NORTHEAST OF DOWNTOWN AKRON, ON THE
 MB2711'ROOF OF THE FOREST HILL
 MB2711'SCHOOL AND IN THE NORTHWEST ANGLE OF THE INTERSECTION OF FOUSE AVENUE
 MB2711'AND DEMON STREET.  IT IS NEAR THE
 MB2711'SOUTHEAST CORNER OF THE ROOF, 19 FEET WEST OF THE SOUTHEAST
 MB2711'CORNER OF THE ROOF AND 7.3 FEET NORTHEAST OF A
 MB2711'CORNER OF OFFSET IN THE ROOF.  THE
 MB2711'MARK IS A CITY OF AKRON DISK STAMPED CRAWFORD SET IN THE TOP OF A
 MB2711'6 INCH CONCRETE MONUMENT
 MB2711'PROJECTING 4 INCHES ABOVE THE ROOF.
 MB2711'
 MB2711'CRAWFORD A IS ABOUT 300 FEET SOUTHEAST OF FOREST HILL SCHOOL, NEAR
 MB2711'THE INTERSECTION OF FOUSE AVENUE
 MB2711'AND CLYDE STREET.  IT IS IN THE CENTER OF CLYDE STREET, 24.3 FEET
 MB2711'SOUTH OF THE CENTERLINE OF FOUSE
 MB2711'AVENUE 52 FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER
 MB2711'80537 AND 58.5 FEET NORTHEAST OF THE NORTHEAST
 MB2711'CORNER OF THE HOUSE AT 630 FOUSE AVENUE.
 MB2711'THE MARK IS A CITY OF AKRON DISK STAMPED CRAWFORD A SET IN THE
 MB2711'TOP OF A 6 INCH SQUARE CONCRETE
 MB2711'MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE
 MB2711'AND COVERED WITH A 9 INCH IRON
 MB2711'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1248 ***********************************************************************
 MB1248  DESIGNATION -  CRAWFORD A
 MB1248  PID         -  MB1248
 MB1248  STATE/COUNTY-  OH/SUMMIT
 MB1248  USGS QUAD   -  AKRON EAST (1964)
 MB1248
 MB1248                         *CURRENT SURVEY CONTROL
 MB1248  ___________________________________________________________________
 MB1248* NAD 83(1995)-  41 05 51.91058(N)    081 29 36.24703(W)     ADJUSTED  
 MB1248* NAVD 88     -       318.211  (meters)    1044.00   (feet)  ADJUSTED  
 MB1248  ___________________________________________________________________
 MB1248  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 MB1248  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB1248  DYNAMIC HT  -         318.072 (meters)    1043.54  (feet)  COMP
 MB1248  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 MB1248
 MB1248  HORZ ORDER  -  SECOND
 MB1248  VERT ORDER  -  FIRST     CLASS II
 MB1248
 MB1248.The horizontal coordinates were established by classical geodetic methods
 MB1248.and adjusted by the National Geodetic Survey in April 1998..
 MB1248
 MB1248.The orthometric height was determined by differential leveling
 MB1248.and adjusted by the National Geodetic Survey in June 1991..
 MB1248
 MB1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1248
 MB1248.The geoid height was determined by GEOID03.
 MB1248
 MB1248.The dynamic height is computed by dividing the NAVD 88
 MB1248.geopotential number by the normal gravity value computed on the
 MB1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1248.degrees latitude (g = 980.6199 gals.).
 MB1248
 MB1248.The modeled gravity was interpolated from observed gravity values.
 MB1248
 MB1248;                    North         East     Units Scale Factor Converg.
 MB1248;SPC OH N     -   159,404.341   684,558.053   MT  0.99993928   +0 39 40.6
 MB1248;UTM  17      - 4,549,725.934   458,565.437   MT  0.99962113   -0 19 27.6
 MB1248
 MB1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1248!SPC OH N     -   0.99995533  x   0.99993928  =   0.99989462
 MB1248!UTM  17      -   0.99995533  x   0.99962113  =   0.99957648
 MB1248
 MB1248                          SUPERSEDED SURVEY CONTROL
 MB1248
 MB1248  NAD 83(1986)-  41 05 51.91755(N)    081 29 36.25042(W) AD(       ) 2
 MB1248  NAD 27      -  41 05 51.71723(N)    081 29 36.82415(W) AD(       ) 2
 MB1248  NGVD 29 (??/??/92)  318.408  (m)         1044.64   (f) ADJ UNCH    1 2
 MB1248
 MB1248.Superseded values are not recommended for survey control.
 MB1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1248.See file dsdata.txt to determine how the superseded data were derived.
 MB1248
 MB1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5856549726(NAD 83)
 MB1248_MARKER: DD = SURVEY DISK
 MB1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1248_STAMPING: CRAWFORD A
 MB1248_MARK LOGO: OH0070
 MB1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1248+STABILITY: SURFACE MOTION
 MB1248
 MB1248  HISTORY     - Date     Condition        Report By
 MB1248  HISTORY     - 1963     MONUMENTED       OH0070
 MB1248  HISTORY     - 1964     GOOD             CGS
 MB1248
 MB1248                          STATION DESCRIPTION
 MB1248
 MB1248'DESCRIBED BY CITY OF AKRON OHIO 1963
 MB1248'SEE STATION CRAWFORD (ACS)
 MB1248
 MB1248                          STATION RECOVERY (1964)
 MB1248
 MB1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1248'AT AKRON.
 MB1248'AT AKRON, NEAR THE INTERSECTION OF FOUSE AVENUE AND CLYDE
 MB1248'STREET, NEAR THE CENTER LINE OF CLYDE STREET, ABOUT 300 FEET
 MB1248'SOUTHEAST OF THE FOREST HILL SCHOOL, 58.5 FEET NORTHEAST OF
 MB1248'THE NORTHEAST CORNER OF A HOUSE AT 630 FOUSE AVENUE, 38 FEET
 MB1248'NORTHWEST OF POWER LINE POLE NO. 65072, 24 FEET SOUTH OF THE
 MB1248'CENTER LINE OF FOUSE AVENUE, 4 FEET WEST OF THE CENTER LINE OF
 MB1248'CLYDE STREET, ABOUT 0.3 MILE EAST OF THE JUNCTION OF DAN STREET
 MB1248'AND FOUSE AVENUE, SET IN THE TOP OF A CONCRETE POST 4 INCHES
 MB1248'BELOW THE LEVEL OF CLYDE STREET ACCESS TO WHICH IS HAD THROUGH
 MB1248'A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2993 ***********************************************************************
 JZ2993  DESIGNATION -  CREEK
 JZ2993  PID         -  JZ2993
 JZ2993  STATE/COUNTY-  OH/MONTGOMERY
 JZ2993  USGS QUAD   -  TROTWOOD (1992)
 JZ2993
 JZ2993                         *CURRENT SURVEY CONTROL
 JZ2993  ___________________________________________________________________
 JZ2993* NAD 83(1995)-  39 46 32.87803(N)    084 19 56.61748(W)     ADJUSTED  
 JZ2993* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 JZ2993  ___________________________________________________________________
 JZ2993  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 JZ2993  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JZ2993
 JZ2993  HORZ ORDER  -  FIRST
 JZ2993
 JZ2993.The horizontal coordinates were established by classical geodetic methods
 JZ2993.and adjusted by the National Geodetic Survey in April 1998..
 JZ2993
 JZ2993.The orthometric height was scaled from a topographic map.
 JZ2993
 JZ2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2993
 JZ2993.The geoid height was determined by GEOID03.
 JZ2993
 JZ2993;                    North         East     Units Scale Factor Converg.
 JZ2993;SPC OH S     -   198,732.707   443,031.464   MT  0.99995920   -1 09 45.7
 JZ2993;UTM  16      - 4,406,277.667   728,464.166   MT  1.00024264   +1 42 26.8
 JZ2993
 JZ2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2993!SPC OH S     -   0.99996162  x   0.99995920  =   0.99992082
 JZ2993!UTM  16      -   0.99996162  x   1.00024264  =   1.00020425
 JZ2993
 JZ2993|---------------------------------------------------------------------|
 JZ2993| PID    Reference Object                     Distance      Geod. Az  |
 JZ2993|                                                           dddmmss.s |
 JZ2993| JZ3000 SPRING B                            199.496 METERS 09108     |
 JZ2993| JZ2999 SPRING                              APPROX. 2.0 KM 1733701.4 |
 JZ2993|---------------------------------------------------------------------|
 JZ2993
 JZ2993                          SUPERSEDED SURVEY CONTROL
 JZ2993
 JZ2993  NAD 83(1986)-  39 46 32.88359(N)    084 19 56.61445(W) AD(       ) 1
 JZ2993  NAD 27      -  39 46 32.66200(N)    084 19 56.79900(W) AD(       ) 1
 JZ2993
 JZ2993.Superseded values are not recommended for survey control.
 JZ2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2993.See file dsdata.txt to determine how the superseded data were derived.
 JZ2993
 JZ2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2846406278(NAD 83)
 JZ2993_MARKER: DS = TRIANGULATION STATION DISK
 JZ2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2993_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ2993_STAMPING: CREEK 1927
 JZ2993_MARK LOGO: CGS   
 JZ2993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2993+STABILITY: SURFACE MOTION
 JZ2993
 JZ2993  HISTORY     - Date     Condition        Report By
 JZ2993  HISTORY     - 1927     MONUMENTED       CGS
 JZ2993  HISTORY     - 1946     GOOD             CGS
 JZ2993  HISTORY     - 1967     GOOD             OH2090
 JZ2993
 JZ2993                          STATION DESCRIPTION
 JZ2993
 JZ2993'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ2993'STATION IS 1-1/2 MILES S AND 1.1 MILES W OF TROTWOOD ON THE SECTION
 JZ2993'LINE ROAD KNOWN AS THE LEXINGTON ROAD. IT IS 5.64 METERS (18.50
 JZ2993'FEET) N OF THE CENTER OF THE LEXINGTON ROAD, 1.1 METERS (3.6 FEET) S
 JZ2993'OF HEDGE, AND 199.60 METERS (654.8 FEET) FROM THE CENTER OF THE
 JZ2993'INTERSECTION OF THE LEXINGTON AND THE SNYDER ROADS.
 JZ2993'
 JZ2993'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 JZ2993'
 JZ2993'HEIGHT OF SIGNAL ABOVE STATION MARK- 1.2 METERS.
 JZ2993
 JZ2993                          STATION RECOVERY (1946)
 JZ2993
 JZ2993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (GBG)
 JZ2993'STATION IS 1-1/2 MILES S AND 1.1 MILES W OF TROTWOOD, ON THE
 JZ2993'SECTION-LINE ROAD KNOWN AS LEXINGTON ROAD. IT IS 199.60 METERS
 JZ2993'(654.8 FEET) W OF THE INTERSECTION OF LEXINGTON ROAD AND SNYDER ROAD,
 JZ2993'5.64 METERS (18.50 FEET) N OF THE CENTER LINE OF LEXINGTON ROAD,
 JZ2993'1.1 METERS (3.6 FEET) S OF STUMPS OF OLD HEDGE, AT N EDGE OF ROAD
 JZ2993'DITCH, AND 81.5 FEET W OF TELEGRAPH POLE IN SW CORNER OF
 JZ2993'BARNYARD. THE MARK IS NOW LARGELY EXPOSED, BUT APPEARS TO BE STILL
 JZ2993'SOLID IN THE GROUND.  STATION IN FAIR CONDITION. STAMPED CREEK 1927.
 JZ2993
 JZ2993                          STATION RECOVERY (1967)
 JZ2993
 JZ2993'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ2993'CREEK 1927 RECOVERED FAIR.
 JZ2993'
 JZ2993'IN THE DESCRIPTION REFERENCE TO LEXINGTON RD SHOULD BE CHANGED TO
 JZ2993'LITTLE RICHMOND RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3499 ***********************************************************************
 KY3499  DESIGNATION -  CREST
 KY3499  PID         -  KY3499
 KY3499  STATE/COUNTY-  OH/WAYNE
 KY3499  USGS QUAD   -  WOOSTER (1994)
 KY3499
 KY3499                         *CURRENT SURVEY CONTROL
 KY3499  ___________________________________________________________________
 KY3499* NAD 83(1995)-  40 47 38.57833(N)    081 54 29.72243(W)     ADJUSTED  
 KY3499* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 KY3499  ___________________________________________________________________
 KY3499  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 KY3499  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KY3499
 KY3499  HORZ ORDER  -  SECOND
 KY3499
 KY3499.The horizontal coordinates were established by classical geodetic methods
 KY3499.and adjusted by the National Geodetic Survey in April 1998..
 KY3499
 KY3499.The orthometric height was scaled from a topographic map.
 KY3499
 KY3499.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3499
 KY3499.The geoid height was determined by GEOID03.
 KY3499
 KY3499;                    North         East     Units Scale Factor Converg.
 KY3499;SPC OH N     -   125,360.587   649,938.263   MT  0.99995049   +0 23 19.5
 KY3499;UTM  17      - 4,516,291.822   423,376.513   MT  0.99967226   -0 35 36.4
 KY3499
 KY3499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3499!SPC OH N     -   0.99995377  x   0.99995049  =   0.99990426
 KY3499!UTM  17      -   0.99995377  x   0.99967226  =   0.99962604
 KY3499
 KY3499|---------------------------------------------------------------------|
 KY3499| PID    Reference Object                     Distance      Geod. Az  |
 KY3499|                                                           dddmmss.s |
 KY3499| KY3500 WOOSTER RADIO STA WWST TOWER        354.647 METERS 08803     |
 KY3499| CC9812 CREST AZ MK                                        0960106.4 |
 KY3499| CC9813 CREST RM 1                           21.653 METERS 15015     |
 KY3499| CC9814 CREST RM 2                           16.587 METERS 19018     |
 KY3499| KY3504 WOOSTER CO CTHSE CLOCKTOWER         APPROX. 2.7 KM 2802148.9 |
 KY3499| KY3498 WOOSTER COLL PWR PLT STK            APPROX. 2.5 KM 3145111.5 |
 KY3499|---------------------------------------------------------------------|
 KY3499
 KY3499                          SUPERSEDED SURVEY CONTROL
 KY3499
 KY3499  NAD 83(1986)-  40 47 38.58655(N)    081 54 29.72801(W) AD(       ) 2
 KY3499  NAD 27      -  40 47 38.38311(N)    081 54 30.21483(W) AD(       ) 2
 KY3499
 KY3499.Superseded values are not recommended for survey control.
 KY3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3499.See file dsdata.txt to determine how the superseded data were derived.
 KY3499
 KY3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2337716292(NAD 83)
 KY3499_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3499
 KY3499  HISTORY     - Date     Condition        Report By
 KY3499  HISTORY     - 1959     MONUMENTED       CGS
 KY3499  HISTORY     - 1970     SEE DESCRIPTION  OHHD
 KY3499  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 KY3499  HISTORY     - 1971     SEE DESCRIPTION  NGS
 KY3499
 KY3499                          STATION DESCRIPTION
 KY3499
 KY3499'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3499'THE STATION IS ABOUT 1.7 MILES EAST OF THE SQUARE IN WOOSTER, 0.1
 KY3499'MILE SOUTH OF U.S.  HIGHWAY 30, IN
 KY3499'THE NORTHWEST QUARTER OF SECTION 11, T 15 N, R 13 W, AND NEAR THE
 KY3499'SOUTHWEST CORNER OF THE HILLCREST
 KY3499'DRIVING RANGE.
 KY3499'
 KY3499'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 250 AND 30 IN
 KY3499'WOOSTER, GO EASTERLY ON U.S.
 KY3499'HIGHWAY 30 FOR 1.7 MILES TO THE WAYNE BOWLING ALLEYS ON THE RIGHT.
 KY3499'TURN RIGHT INTO THE ENTRANCE TO THE
 KY3499'BOWLING ALLEY AND PASS TO THE EAST SIDE AND GO SOUTHERLY
 KY3499'ON THE GRAVEL ROAD WHICH RUNS ALONG THE WEST SIDE
 KY3499'OF THE DRIVING RANGE FOR 0.1 MILE TO
 KY3499'THE SOUTHWEST CORNER OF THE DRIVING RANGE AND THE STATION AS
 KY3499'DESCRIBED.
 KY3499'
 KY3499'STATION MARKS ARE STANDARD DISKS STAMPED CREST 1959.  THE SURFACE
 KY3499'DISK IS SET IN A SQUARE
 KY3499'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KY3499'149 FEET NORTHWEST OF A LONE EVERGREEN
 KY3499'TREE ON THE DRIVING RANGE, 69 FEET NORTHEAST OF THE SOUTHWEST
 KY3499'CORNER OF THE DRIVING RANGE, 55 FEET
 KY3499'NORTH OF A WIRE FENCE AND 51.5 FEET EAST OF THE
 KY3499'CENTERLINE OF THE GRAVEL ROAD.  THE UNDERGROUND DISK IS
 KY3499'SET IN AN IRREGULAR MASS OF
 KY3499'CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 KY3499'
 KY3499'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CREST NO 1 1959, IS SET
 KY3499'IN A SQUARE CONCRETE POST
 KY3499'WHICH PROJECTS 6 INCHES.  IT IS 91 FEET WEST OF THE LONE EVERGREEN
 KY3499'TREE AND 1 FOOT NORTH OF THE WIRE
 KY3499'FENCE.  A STANDARD METAL WITNESS POST WAS SET 1.5 FEET SOUTHEAST
 KY3499'OF THE MARK.
 KY3499'
 KY3499'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CREST NO 2 1959, IS SET
 KY3499'IN A SQUARE CONCRETE POST
 KY3499'WHICH PROJECTS 4 INCHES.  IT IS 45 FEET EAST OF THE CENTERLINE OF THE
 KY3499'GRAVEL ROAD AND 1 FOOT NORTH OF THE
 KY3499'WIRE FENCE.
 KY3499'
 KY3499'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KY3499
 KY3499                          STATION RECOVERY (1970)
 KY3499
 KY3499'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (AF)
 KY3499'MARK STAMPED- CREST GOOD
 KY3499'R.M. NO 1
 KY3499'GOOD
 KY3499'R.M. NO 2
 KY3499'GOOD
 KY3499'
 KY3499'DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.7 MILE EAST OF SQUARE
 KY3499'FROM WOOSTER
 KY3499
 KY3499                          STATION RECOVERY (1971)
 KY3499
 KY3499'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KY3499'STATION, R.M. 1 AND R.M. 2
 KY3499'IN GOOD CONDITION.
 KY3499'DESCRIPTION ADEQUATE.
 KY3499'RECOMMEND AN AZIMUTH BE ESTABLISHED.
 KY3499
 KY3499                          STATION RECOVERY (1971)
 KY3499
 KY3499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KY3499'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 KY3499'THE DIRECTION
 KY3499'BETWEEN THE REFERENCE MARKS CHECKED AS DID THE DISTANCE
 KY3499'TO THEM.  THE RADIO TOWER WAS
 KY3499'THOUGHT TO BE TOO CLOSE AND BIG FOR A GOOD
 KY3499'AZIMUTH OBJECT AND AN AZIMUTH MARK WAS SET AT
 KY3499'THE REQUEST OF THE OHIO
 KY3499'STATE HIGHWAY DEPT. AND WITH THEIR HELP.  A NEW DESCRIPTION
 KY3499'FOLLOWS
 KY3499'
 KY3499'THE STATION IS LOCATED IN THE NW 1/4 OF SEC. 11, T-15-N, R-13-W, ON
 KY3499'THE PROPERTY AND
 KY3499'AT THE SOUTHWEST CORNER OF THE HILLCREST DRIVING RANGE,
 KY3499'149 FEET NORTHWEST OF A LONE PINE
 KY3499'TREE, 52 FEET EAST OF THE CENTERLINE
 KY3499'OF A LANE ALONG THE WEST SIDE OF THE RANGE, 62 FEET
 KY3499'NORTHEAST OF A 16
 KY3499'INCH WILD CHERRY TREE AND 31 FEET EAST OF A FENCE.  THE MONUMENT IS
 KY3499'FLUSH AND THE DISK
 KY3499'IS STAMPED CREST 1959.  (NOTE 1A 7A)
 KY3499'
 KY3499'REFERENCE MARK 1 IS 91 FEET WEST OF THE PINE TREE, 3 FEET SOUTH
 KY3499'OF THE FENCE AND
 KY3499'10 FEET SOUTHEAST OF A 5 TRUNKED WILD CHERRY TREE.  THE
 KY3499'MONUMENT PROJECTS 4 INCHES AND THE
 KY3499'DISK IS STAMPED CREST NO 1 1959.
 KY3499'
 KY3499'REFERENCE MARK 2 IS 18 FEET EAST OF THE 16 INCH WILD CHERRY TREE,
 KY3499'8 FEET SOUTH OF
 KY3499'THE FENCE AND 45 FEET EAST OF THE LANE.  THE MONUMENT
 KY3499'PROJECTS 4 INCHES AND THE DISK IS
 KY3499'STAMPED CREST NO 2 1959.
 KY3499'
 KY3499'THE AZIMUTH MARK IS 26 FEET WEST OF THE CENTERLINE OF LAKEVIEW
 KY3499'DR., ABOUT 200
 KY3499'FEET SOUTHWEST OF THE INTERSECTION OF LAKEVIEW AND CREST
 KY3499'VIEW DRIVES, 2 FEET SOUTHWEST OF
 KY3499'A POWER POLE AND 2 FEET NORTHEAST OF A
 KY3499'METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 KY3499'AND THE DISK IS
 KY3499'STAMPED CREST 1959 1971.
 KY3499'
 KY3499'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE LANE
 KY3499'FOR 0.1 MILE TO
 KY3499'THE JUNCTION OF U.S. HIGHWAY 30.  TURN RIGHT AND GO EAST
 KY3499'ON HIGHWAY 30 FOR 0.35 MILE TO THE
 KY3499'INTERSECTION OF CRESTVIEW DR. ON THE
 KY3499'RIGHT.  TURN RIGHT AND GO SOUTH ON CRESTVIEW DR. FOR
 KY3499'0.15 MILE TO THE
 KY3499'INTERSECTION WITH LAKEVIEW DR. CONTINUE SOUTHERLY ON LAKEVIEW DR. FOR
 KY3499'ABOUT 200 FEET TO
 KY3499'THE AZIMUTH MARK ON THE RIGHT.
 KY3499'
 KY3499'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2 MILES
 KY3499'EAST OF WOOSTER
 KY3499'
 KY3499'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1936 ***********************************************************************
 KZ1936  SACS        -  This is a Secondary Airport Control Station.
 KZ1936  DESIGNATION -  CRESTLINE
 KZ1936  PID         -  KZ1936
 KZ1936  STATE/COUNTY-  OH/CRAWFORD
 KZ1936  USGS QUAD   -  CRESTLINE (1982)
 KZ1936
 KZ1936                         *CURRENT SURVEY CONTROL
 KZ1936  ___________________________________________________________________
 KZ1936* NAD 83(1995)-  40 45 03.31455(N)    082 43 30.83717(W)     ADJUSTED  
 KZ1936* NAVD 88     -       373.52   (meters)    1225.5    (feet)  RESET     
 KZ1936  ___________________________________________________________________
 KZ1936  X           -     612,745.434 (meters)                     COMP
 KZ1936  Y           -  -4,799,997.631 (meters)                     COMP
 KZ1936  Z           -   4,141,729.631 (meters)                     COMP
 KZ1936  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 KZ1936  ELLIP HEIGHT-         339.40  (meters)          (10/07/05) GPS OBS
 KZ1936  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KZ1936
 KZ1936  HORZ ORDER  -  FIRST
 KZ1936  VERT ORDER  -  THIRD
 KZ1936  ELLP ORDER  -  FIFTH     CLASS I
 KZ1936
 KZ1936.This mark is at Galion Municipal Airport (GQQ)
 KZ1936
 KZ1936.The horizontal coordinates were established by GPS observations
 KZ1936.and adjusted by the National Geodetic Survey in May 1997..
 KZ1936
 KZ1936.The orthometric height was computed from unverified reset data.
 KZ1936.No vertical observational check was made to the station.
 KZ1936
 KZ1936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1936
 KZ1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1936
 KZ1936.The ellipsoidal height was determined by GPS observations
 KZ1936.and is referenced to NAD 83.
 KZ1936
 KZ1936.The geoid height was determined by GEOID03.
 KZ1936
 KZ1936;                    North         East     Units Scale Factor Converg.
 KZ1936;SPC OH N     -   120,426.526   580,979.749   MT  0.99995434   -0 08 52.7
 KZ1936;UTM  17      - 4,512,539.080   354,357.165   MT  0.99986109   -1 07 35.0
 KZ1936
 KZ1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1936!SPC OH N     -   0.99994676  x   0.99995434  =   0.99990111
 KZ1936!UTM  17      -   0.99994676  x   0.99986109  =   0.99980786
 KZ1936
 KZ1936:                Primary Azimuth Mark                     Grid Az
 KZ1936:SPC OH N     -  CRESTLINE AZ MK 2                        029 18 32.6
 KZ1936:UTM  17      -  CRESTLINE AZ MK 2                        030 17 14.9
 KZ1936
 KZ1936|---------------------------------------------------------------------|
 KZ1936| PID    Reference Object                     Distance      Geod. Az  |
 KZ1936|                                                           dddmmss.s |
 KZ1936| CE5930 CRESTLINE AZ MK 2                                  0290939.9 |
 KZ1936| KZ2147 CRESTLINE AZ MK 3                   APPROX. 0.6 KM 0292220.2 |
 KZ1936| CE5929 CRESTLINE AZ MK                                    0295324.3 |
 KZ1936| CE5931 CRESTLINE RM 1                       21.633 METERS 05307     |
 KZ1936| CE5932 CRESTLINE RM 2                       24.005 METERS 32533     |
 KZ1936|---------------------------------------------------------------------|
 KZ1936
 KZ1936                          SUPERSEDED SURVEY CONTROL
 KZ1936
 KZ1936  ELLIP H (05/09/97)  339.41   (m)                       GP(       ) 5 1
 KZ1936  NAD 83(1986)-  40 45 03.31889(N)    082 43 30.85029(W) AD(       ) 2
 KZ1936  NAD 27      -  40 45 03.11195(N)    082 43 31.20567(W) AD(       ) 2
 KZ1936  NGVD 29 (10/13/05)  373.65   (m)         1225.9    (f) RESET       3  
 KZ1936
 KZ1936.Superseded values are not recommended for survey control.
 KZ1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1936.See file dsdata.txt to determine how the superseded data were derived.
 KZ1936
 KZ1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5435712539(NAD 83)
 KZ1936_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1936_SP_SET: SQUARE CONCRETE MONUMENT
 KZ1936_STAMPING: CRESTLINE 1959
 KZ1936_MARK LOGO: CGS   
 KZ1936_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1936+STABILITY: SURFACE MOTION
 KZ1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1936+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1995
 KZ1936
 KZ1936  HISTORY     - Date     Condition        Report By
 KZ1936  HISTORY     - 1959     MONUMENTED       CGS
 KZ1936  HISTORY     - 1959     GOOD             CGS
 KZ1936  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KZ1936  HISTORY     - 1975     GOOD             NGS
 KZ1936  HISTORY     - 1986     GOOD             NGS
 KZ1936  HISTORY     - 19870923 GOOD
 KZ1936  HISTORY     - 19951003 GOOD             NGS
 KZ1936
 KZ1936                          STATION DESCRIPTION
 KZ1936
 KZ1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1936'THE STATION IS ABOUT 3.5 MILES NORTHEAST OF GALION, 0.1 MILE NORTH OF
 KZ1936'U.S. HIGHWAY 30S, 0.2 MILE EAST
 KZ1936'OF THE RICHLAND-CRAWFORD COUNTY LINE, IN THE NORTHWEST 1/4 OF SECTION
 KZ1936'26, T-20-N, R-20-W, SANDUSKY
 KZ1936'TOWNSHIP, ON THE GALION-CRESTLINE AIRPORT.
 KZ1936'
 KZ1936'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30S AND STATE
 KZ1936'ROUTE 61 ABOUT 3 MILES SOUTH OF
 KZ1936'CRESTLINE, GO EASTERLY ON U.S. HIGHWAY 30S FOR 1.2 MILES TO THE
 KZ1936'GALION-CRESTLINE AIRPORT ENTRANCE ON THE LEFT.
 KZ1936'TURN LEFT AND GO NORTHERLY 0.1 MILE TO THE
 KZ1936'STATION JUST EAST OF THE EAST END OF THE MOST
 KZ1936'WESTERLY HANGER.
 KZ1936'
 KZ1936'STATION MARKS ARE STANDARD DISKS STAMPED CRESTLINE 1959.  THE SURFACE
 KZ1936'DISK IS SET IN A SQUARE
 KZ1936'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 32 FEET
 KZ1936'SOUTHEAST OF THE NORTHEAST CORNER OF
 KZ1936'THE WEST HANGER, 73 FEET WEST OF THE NORTHWEST CORNER OF THE
 KZ1936'EAST HANGER, 37 FEET NORTH OF THE CENTERLINE
 KZ1936'OF A GRAVEL TAXING RUNWAY AND 80 FEET NORTHWEST
 KZ1936'OF THE SOUTHWEST CORNER OF THE EAST HANGER.  A STANDARD METAL
 KZ1936'WITNESS POST WAS SET 24.7 FEET
 KZ1936'SOUTHWEST OF THE MARK.
 KZ1936'
 KZ1936'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CRESTLINE NO 1 1959, IS
 KZ1936'SET IN A SQUARE CONCRETE
 KZ1936'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 4 FEET SOUTHWEST OF
 KZ1936'THE NORTHWEST CORNER OF THE EAST
 KZ1936'HANGER AND 2 FEET WEST OF THE WEST SIDE OF THE HANGER.
 KZ1936'
 KZ1936'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CRESTLINE NO 2 1959, IS
 KZ1936'SET IN A SQUARE CONCRETE
 KZ1936'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 60 FEET NORTHEAST
 KZ1936'OF THE NORTHEAST CORNER OF THE WEST
 KZ1936'HANGER, 103 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 KZ1936'THE EAST HANGER AND 35 FEET NORTH OF THE CENTERLINE
 KZ1936'OF A GRAVEL TAXING RUNWAY.
 KZ1936'
 KZ1936'AZIMUTH MARK IS A STANDARD DISK STAMPED CRESTLINE 1959, SET IN A
 KZ1936'SQUARE CONCRETE POST WHICH
 KZ1936'PROJECTS 6 INCHES.  IT IS 23 FEET WEST OF THE CENTERLINE OF THE
 KZ1936'CRESTLINE-BLOOM ROAD, 47 FEET SOUTH OF
 KZ1936'THE NORTHEAST CORNER OF A FENCE, 1 FOOT WEST OF A FENCELINE,
 KZ1936'AND 2 FEET WEST OF A TELEPHONE POLE.  A
 KZ1936'STANDARD METAL WITNESS POST WAS SET 1.8 FEET
 KZ1936'SOUTH OF THE MARK.
 KZ1936'
 KZ1936'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE AIRPORT, GO
 KZ1936'NORTHEAST ON U.S.  HIGHWAY 30S
 KZ1936'FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A PAVED ROAD
 KZ1936'(BLOOM-CRESTLINE ROAD) 0.3 MILE TO THE AZIMUTH
 KZ1936'MARK ON THE LEFT NEAR A TELEPHONE POLE.
 KZ1936'
 KZ1936'NOTE- THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 KZ1936'INCHES BELOW THE SURFACE
 KZ1936'OF THE GROUND.
 KZ1936'
 KZ1936'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KZ1936
 KZ1936                          STATION RECOVERY (1959)
 KZ1936
 KZ1936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KZ1936'RECOVERED IN GOOD CONDITION.
 KZ1936
 KZ1936                          STATION RECOVERY (1967)
 KZ1936
 KZ1936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KZ1936'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 KZ1936'GOOD CONDITION.
 KZ1936'THE AZIMUTH MARK WAS ALSO FOUND IN GOOD CONDITION BUT
 KZ1936'WAS DESTROYED AFTER A NEW AZIMUTH
 KZ1936'MARK WAS ESTABLISHED.  THIS MARK WAS
 KZ1936'DESTROYED AT THE REQUEST OF AIRPORT OFFICIALS DUE TO
 KZ1936'AN EXTENSION OF A
 KZ1936'RUNWAY.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.
 KZ1936'THE PREVIOUS
 KZ1936'DESCRIPTION IS GOOD WITH THE ADDITION OF THE NEW AZIMUTH MARK.
 KZ1936'
 KZ1936'THE AZIMUTH MARK IS 196 FEET NORTH OF THE CENTERLINE OF THE RUNWAY,
 KZ1936'15 FEET EAST OF
 KZ1936'THE CENTERLINE OF A PAVED ROAD AND 1 FOOT NORTH OF
 KZ1936'A METAL WITNESS POST.  THE
 KZ1936'MONUMENT IS FLUSH AND THE DISK IS STAMPED
 KZ1936'CRESTLINE 1959 AZ 2 1967.
 KZ1936'
 KZ1936'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON THE
 KZ1936'MAIN RUNWAY FOR
 KZ1936'0.3 MILE TO THE MARK ON THE LEFT.
 KZ1936'
 KZ1936'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES
 KZ1936'NORTHEAST OF GALION.
 KZ1936'
 KZ1936'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KZ1936
 KZ1936                          STATION RECOVERY (1975)
 KZ1936
 KZ1936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KZ1936'ALL MARKS RECOVERED AND FOUND AS DESCRIBED AND IN GOOD CONDITION.
 KZ1936'REFERENCE MARK 2 AT THIS TIME HAS ABOUT 3 INCHES OF TAR AND GRAVEL
 KZ1936'OVER IT.  THE DESCRIPTION AND RECOVERY NOTE ARE GOOD.
 KZ1936'
 KZ1936'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 KZ1936'NORTHEAST OF GALION.
 KZ1936
 KZ1936                          STATION RECOVERY (1986)
 KZ1936
 KZ1936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KZ1936'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NOT
 KZ1936'SEARCHED FOR.  AZIMUTH MARK 2 FOUND DESTROYED.  A NEW AZIMUTH MARK 3
 KZ1936'WAS ESTABLISHED AT THIS TIME.  STATION IS ABOUT 3.4 MILES NORTHEAST
 KZ1936'OF GALION, AT THE MUNICIPAL AIRPORT, IN A GRASS PLOT BETWEEN HANGERS.
 KZ1936'OWNERSHIP CITY OF GALION C/ AIRPORT MANAGER WILLIAM FISHER, 8240
 KZ1936'STATE ROUTE 309 GALION OH 44833 PHONE 419-468-3335.
 KZ1936'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 309 (ABOUT 2.5
 KZ1936'MILES NORTHEAST OF GALION), GO NORTHEAST ON HIGHWAY 309 FOR 0.4 MILES
 KZ1936'TO GALION AIRPORT ROAD ON THE LEFT.  CONTINUE AHEAD FOR 0.3 MILES TO
 KZ1936'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT FOR 0.05 MILE TO A ROAD
 KZ1936'CURVE AND STATION AHEAD BETWEEN HANGERS.  TO REACH AZIMUTH MARK,
 KZ1936'CONTINUE ON ROAD FOR 0.1 MILE TO THE ADMINISTRATION BUILDING.  CROSS
 KZ1936'TARMAC FOR 0.1 MILE, NORTHWEST, THEN CROSS RUNWAY.  TURN RIGHT,
 KZ1936'ALONG RUNWAY FOR 0.3 MILES TO THE MARK ON THE LEFT AT HIGH GROUND.
 KZ1936'STATION MARK IS A STANDARD CGS STATION DISK STAMPED ---CRESTLINE 1959
 KZ1936'---. SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST 1 CM BELOW
 KZ1936'GROUND.  IT IS IN A SQUARE LAWN PATCH, 9.6 METERS EAST OF NORTH-
 KZ1936'EAST CORNER OF METAL HANGER, 8.3 METERS NORTHEAST OF EAST CORNER OF
 KZ1936'SAME HANGER, 7.6 METERS EAST-NORTHEAST OF METAL WITNESS POST ALONG
 KZ1936'WALL, 9.1 METERS SOUTHWEST OF SOUTHWEST EDGE OF PAVED DRIVE BETWEEN
 KZ1936'HANGERS, AND 10.5 METERS SOUTHEAST OF TARMAC EDGE.
 KZ1936'DESCRIBED BY G. R B. HEID.  TYPED BY JAMES MALONEY 9/05/87.
 KZ1936
 KZ1936                          STATION RECOVERY (1987)
 KZ1936
 KZ1936'RECOVERED 1987
 KZ1936'RECOVERED IN GOOD CONDITION.
 KZ1936
 KZ1936                          STATION RECOVERY (1995)
 KZ1936
 KZ1936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ1936'NOTE--AIRPORT PHONE WILL BE CHANGED IN SEPTEMBER 1995.  CITY HALL
 KZ1936'PHONE IS 419-468-2818.  THE STATION IS LOCATED ABOUT 17 KM (10.55 MI)
 KZ1936'WEST OF MANSFIELD, 5 KM (3.10 MI) NORTHEAST OF GALION AT THE GALION
 KZ1936'MUNICIPAL AIRPORT, IN A SMALL GRASS PLOT BETWEEN HANGARS, AND ADJACENT
 KZ1936'TO THE APRON.  OWNERSHIP--CITY OF GALION, 8240 STATE HIGHWAY 309,
 KZ1936'GALION, OH.  44833.  AIRPORT MANAGER IS WILLIAM FISHER.  PHONE
 KZ1936'419-468-3335.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 309
 KZ1936'(ABOUT 4 KM (2.50 MI) NORTHEAST OF GALION) , GO NORTHEAST ON HIGHWAY
 KZ1936'309 FOR 1.12 KM (0.70 MI) TO AIRPORT ROAD ON THE LEFT. CONTINUE AHEAD,
 KZ1936'NORTHEAST, ON HIGHWAY 309 FOR 0.48 KM (0.30 MI) TO THE AIRPORT
 KZ1936'ENTRANCE ON THE LEFT.  TURN LEFT, NORTH-NORTHWEST, ON THE ROAD FOR
 KZ1936'0.08 KM (0.05 MI) TO THE STATION AHEAD BETWEEN TWO HANGARS. THE
 KZ1936'STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST SET 1 CM
 KZ1936'BELOW THE GROUND SURFACE.  IT IS 9.7 M (31.8 FT) EAST OF THE NORTHEAST
 KZ1936'CORNER OF A METAL HANGAR, 8.3 M (27.2 FT) NORTHEAST OF THE EAST CORNER
 KZ1936'OF THE SAME HANGAR, 10.5 M (34.4 FT) SOUTHWEST OF THE APRON EDGE, 10.1
 KZ1936'M (33.1 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF PAVED DRIVE BETWEEN
 KZ1936'HANGARS, AND 7.5 M (24.6 FT) EAST-NORTHEAST OF A STEEL WITNESS POST
 KZ1936'ALONG THE HANGAR WALL.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL
 KZ1936'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2147 ***********************************************************************
 KZ2147  SACS        -  This is a Secondary Airport Control Station.
 KZ2147  DESIGNATION -  CRESTLINE AZ MK 3
 KZ2147  PID         -  KZ2147
 KZ2147  STATE/COUNTY-  OH/CRAWFORD
 KZ2147  USGS QUAD   -  CRESTLINE (1982)
 KZ2147
 KZ2147                         *CURRENT SURVEY CONTROL
 KZ2147  ___________________________________________________________________
 KZ2147* NAD 83(1986)-  40 45 19.17658(N)    082 43 19.11313(W)     ADJUSTED  
 KZ2147* NAVD 88     -       374.1    (meters)    1227.     (feet)  VERTCON   
 KZ2147  ___________________________________________________________________
 KZ2147  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 KZ2147  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KZ2147
 KZ2147  HORZ ORDER  -  THIRD
 KZ2147
 KZ2147.This mark is at Galion Municipal Airport (GQQ)
 KZ2147
 KZ2147.The horizontal coordinates were established by GPS observations
 KZ2147.and adjusted by the National Geodetic Survey in February 1989..
 KZ2147
 KZ2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2147
 KZ2147.GPS derived orthometric heights for airport stations designated as
 KZ2147.PACS or SACS are published to 2 decimal places.  This maintains
 KZ2147.centimeter relative accuracy between the PACS and SACS.  It does
 KZ2147.not indicate centimeter accuracy relative to other marks which are
 KZ2147.part of the NAVD 88 network.
 KZ2147
 KZ2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2147
 KZ2147.The geoid height was determined by GEOID03.
 KZ2147
 KZ2147;                    North         East     Units Scale Factor Converg.
 KZ2147;SPC OH N     -   120,915.092   581,256.011   MT  0.99995392   -0 08 45.0
 KZ2147;UTM  17      - 4,513,022.812   354,641.703   MT  0.99986007   -1 07 27.7
 KZ2147
 KZ2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2147!SPC OH N     -   0.99994667  x   0.99995392  =   0.99990060
 KZ2147!UTM  17      -   0.99994667  x   0.99986007  =   0.99980675
 KZ2147
 KZ2147:                Primary Azimuth Mark                     Grid Az
 KZ2147:SPC OH N     -  CRESTLINE                                209 31 12.9
 KZ2147:UTM  17      -  CRESTLINE                                210 29 55.6
 KZ2147
 KZ2147|---------------------------------------------------------------------|
 KZ2147| PID    Reference Object                     Distance      Geod. Az  |
 KZ2147|                                                           dddmmss.s |
 KZ2147| KZ1936 CRESTLINE                           APPROX. 0.6 KM 2092227.9 |
 KZ2147|---------------------------------------------------------------------|
 KZ2147
 KZ2147                          SUPERSEDED SURVEY CONTROL
 KZ2147
 KZ2147  NAD 27      -  40 45 18.96956(N)    082 43 19.46892(W) AD(       ) 3
 KZ2147  NGVD 29 (02/23/89)  374.2    (m)         1228.     (f) GPS OBS        
 KZ2147
 KZ2147.Superseded values are not recommended for survey control.
 KZ2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2147.See file dsdata.txt to determine how the superseded data were derived.
 KZ2147
 KZ2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5464213023(NAD 83)
 KZ2147_MARKER: DZ = AZIMUTH MARK DISK
 KZ2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2147_SP_SET: CONCRETE POST
 KZ2147_STAMPING: CRESTLINE 1959 AZ 3 1986
 KZ2147_MARK LOGO: NGS   
 KZ2147_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2147+STABILITY: SURFACE MOTION
 KZ2147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2147+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1995
 KZ2147
 KZ2147  HISTORY     - Date     Condition        Report By
 KZ2147  HISTORY     - 1986     MONUMENTED       NGS
 KZ2147  HISTORY     - 19870923 GOOD
 KZ2147  HISTORY     - 19951003 GOOD             NGS
 KZ2147
 KZ2147                          STATION DESCRIPTION
 KZ2147
 KZ2147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2147'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NOT
 KZ2147'SEARCHED FOR.  AZIMUTH MARK 2 FOUND DESTROYED.  A NEW AZIMUTH MARK 3
 KZ2147'WAS ESTABLISHED AT THIS TIME.  STATION IS ABOUT 3.4 MILES NORTHEAST
 KZ2147'OF GALION, AT THE MUNICIPAL AIRPORT, IN A GRASS PLOT BETWEEN HANGERS.
 KZ2147'OWNERSHIP CITY OF GALION C/ AIRPORT MANAGER WILLIAM FISHER, 8240
 KZ2147'STATE ROUTE 309 GALION OH 44833 PHONE 419-468-3335.
 KZ2147'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 309 (ABOUT 2.5
 KZ2147'MILES NORTHEAST OF GALION), GO NORTHEAST ON HIGHWAY 309 FOR 0.4 MILES
 KZ2147'TO GALION AIRPORT ROAD ON THE LEFT.  CONTINUE AHEAD FOR 0.3 MILES TO
 KZ2147'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT FOR 0.05 MILE TO A ROAD
 KZ2147'CURVE AND STATION AHEAD BETWEEN HANGERS.  TO REACH AZIMUTH MARK,
 KZ2147'CONTINUE ON ROAD FOR 0.1 MILE TO THE ADMINISTRATION BUILDING.  CROSS
 KZ2147'TARMAC FOR 0.1 MILE, NORTHWEST, THEN CROSS RUNWAY.  TURN RIGHT,
 KZ2147'ALONG RUNWAY FOR 0.3 MILES TO THE MARK ON THE LEFT AT HIGH GROUND.
 KZ2147'AZIMUTH MARKS ARE STANDARD NGS AZIMUTH DISK STAMPED ---CRESTLINE
 KZ2147'1959 AZ 3 1986---. THE SURFACE DISK IS SET IN THE TOP OF 30 CM
 KZ2147'ROUND CONCRETE POST PROJECTION 3 CM.  IT 54.2 METERS NORTHWEST OF,
 KZ2147'AND 2 METERS HIGHER THEN THE RUNWAY CENTER, 39.9 METERS SOUTH OF
 KZ2147'A LONE UTILITY POLE WITH RED LIGHT WITH RED LIGHT AT TOP, IN LINE
 KZ2147'WITH A UTILITY POLE WITH CROSSBARS LEADING TO THE NORTH,  0.3
 KZ2147'METERS SOUTHEAST OF A FIBERGLASS WITNESS POST FACING SOUTHEAST,
 KZ2147'AND 5.8 METERS EAST OF EXTENDED CENTER OF NARROW PAVED ROAD ON
 KZ2147'OTHER SIDE OF RUNWAY, IN LARGE OPEN FIELD.  SUBSURFACE DISK IS SET
 KZ2147'IN THE TOP OF AN IRREGULAR CONCRETE MASS ABOUT 1.3 METERS BELOW
 KZ2147'GROUND.
 KZ2147'DESCRIBED BY G. R B. HEID.  TYPED BY JAMES MALONEY 9/05/87.
 KZ2147
 KZ2147                          STATION RECOVERY (1987)
 KZ2147
 KZ2147'RECOVERED 1987
 KZ2147'RECOVERED IN GOOD CONDITION.
 KZ2147
 KZ2147                          STATION RECOVERY (1995)
 KZ2147
 KZ2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ2147'NOTE--AIRPORT PHONE WILL BE CHANGED IN SEPTEMBER 1995.  CITY HALL
 KZ2147'PHONE IS 419-468-2818.  THE STATION IS LOCATED ABOUT 17 KM (10.55 MI)
 KZ2147'WEST OF MANSFIELD, 5 KM (3.10 MI) NORTHEAST OF GALION AT THE GALION
 KZ2147'MUNICIPAL AIRPORT, ON A LOW HILL ON THE NORTHWEST SIDE OF THE RUNWAY,
 KZ2147'ABOUT 280 M (918.6 FT) SOUTHWEST OF RUNWAY END 23, AND ON EXTENSION OF
 KZ2147'A LINE OF POWER POLES.  OWNERSHIP--CITY OF GALION, 8240 STATE HIGHWAY
 KZ2147'309, GALION, OH.  44833.  AIRPORT MANAGER IS WILLIAM FISHER. PHONE
 KZ2147'419-468-3335.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 309
 KZ2147'(ABOUT 4 KM (2.50 MI) NORTHEAST OF GALION) , GO NORTHEAST ON HIGHWAY
 KZ2147'309 FOR 1.12 KM (0.70 MI) TO AIRPORT ROAD ON THE LEFT. CONTINUE AHEAD,
 KZ2147'NORTHEAST, ON HIGHWAY 309 FOR 0.48 KM (0.30 MI) TO THE AIRPORT
 KZ2147'ENTRANCE ON THE LEFT.  TURN LEFT, NORTH-NORTHWEST, ON THE ROAD FOR
 KZ2147'0.24 KM (0.15 MI) TO THE ADMINISTRATION BUILDING AND THE APRON.
 KZ2147'CONTINUE AHEAD, NORTHWEST, ACROSS APRON FOR 0.16 KM (0.10 MI) TO A
 KZ2147'CONNECTOR AND PARALLEL TAXI.  TURN RIGHT, NORTHEAST, ALONG TAXI FOR
 KZ2147'0.32 KM (0.20 MI) TO THE JUNCTION OF THE RUNWAY.  CROSS RUNWAY, THEN
 KZ2147'TURN RIGHT, NORTHEAST, ALONG RUNWAY FOR 0.24 KM (0.15 MI) TO THE
 KZ2147'STATION ON THE LEFT.  THE STATION IS SET IN THE TOP OF A 25 CM ROUND
 KZ2147'CONCRETE POST PROJECTING 3 CM ABOVE THE GROUND.  IT IS 54.2 M (177.8
 KZ2147'FT) NORTHWEST OF, AND 2 M (6.6 FT) HIGHER THAN THE RUNWAY CENTER, 39.9
 KZ2147'M (130.9 FT) SOUTH OF A LONE POWER POLE WITH A RED LIGHT AT TOP, IN
 KZ2147'LINE WITH A POWER POLE WITH CROSSBARS TO THE NORTH, AND 0.3 M (1.0 FT)
 KZ2147'SOUTHEAST OF A FIBERGLASS WITNESS POST, AND 0.35 M (1.15 FT) SOUTHWEST
 KZ2147'OF A FIBERGLASS WITNESS POST.  THE UNDERGROUND MARK IS SET ABOUT 1.3 M
 KZ2147'(4.3 FT) BELOW THE GROUND SURFACE. NOTE--THIS IS A SECONDARY AIRPORT
 KZ2147'CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1982 ***********************************************************************
 KZ1982  DESIGNATION -  CRESTLINE PENN RR PWRHSE STK
 KZ1982  PID         -  KZ1982
 KZ1982  STATE/COUNTY-  OH/CRAWFORD
 KZ1982  USGS QUAD   -  NORTH ROBINSON (1960)
 KZ1982
 KZ1982                         *CURRENT SURVEY CONTROL
 KZ1982  ___________________________________________________________________
 KZ1982* NAD 83(1995)-  40 47 04.31148(N)    082 45 10.21814(W)     ADJUSTED  
 KZ1982* NAVD 88     -                                                        
 KZ1982  ___________________________________________________________________
 KZ1982  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KZ1982  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KZ1982
 KZ1982  HORZ ORDER  -  THIRD
 KZ1982
 KZ1982.The horizontal coordinates were established by classical geodetic methods
 KZ1982.and adjusted by the National Geodetic Survey in April 1998..
 KZ1982
 KZ1982
 KZ1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1982
 KZ1982.The geoid height was determined by GEOID03.
 KZ1982
 KZ1982;                    North         East     Units Scale Factor Converg.
 KZ1982;SPC OH N     -   124,165.123   578,659.342   MT  0.99995129   -0 09 58.0
 KZ1982;UTM  17      - 4,516,316.437   352,101.154   MT  0.99986924   -1 08 42.7
 KZ1982
 KZ1982                          SUPERSEDED SURVEY CONTROL
 KZ1982
 KZ1982  NAD 83(1986)-  40 47 04.31637(N)    082 45 10.23171(W) AD(       ) 4
 KZ1982  NAD 27      -  40 47 04.11048(N)    082 45 10.58492(W) AD(       ) 3
 KZ1982
 KZ1982.Superseded values are not recommended for survey control.
 KZ1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1982.See file dsdata.txt to determine how the superseded data were derived.
 KZ1982
 KZ1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5210116316(NAD 83)
 KZ1982
 KZ1982  HISTORY     - Date     Condition        Report By
 KZ1982  HISTORY     - 1959     MONUMENTED       CGS
 KZ1982  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KZ1982
 KZ1982                          STATION DESCRIPTION
 KZ1982
 KZ1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1982'THE STATION IS THE TOP CENTER OF THE STACK, ABOUT 1 MILE WEST
 KZ1982'OF CRESTLINE, ON
 KZ1982'THE SOUTH SIDE OF CRESTLINE ROUTE NO. 35, AT THE SITE OF THE
 KZ1982'PENNSYLVANIA RAILROAD ROUNDHOUSE.  THE
 KZ1982'STRUCTURE IS YELLOW BRICK AND IS 160 FEET HIGH.
 KZ1982
 KZ1982                          STATION RECOVERY (1989)
 KZ1982
 KZ1982'RECOVERY NOTE BY US POWER SQUADRON 1989 (DE)
 KZ1982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1939 ***********************************************************************
 KZ1939  DESIGNATION -  CRESTLINE PITTS PLATE GLASS TK
 KZ1939  PID         -  KZ1939
 KZ1939  STATE/COUNTY-  OH/RICHLAND
 KZ1939  USGS QUAD   -  CRESTLINE (1982)
 KZ1939
 KZ1939                         *CURRENT SURVEY CONTROL
 KZ1939  ___________________________________________________________________
 KZ1939* NAD 83(1995)-  40 47 20.63309(N)    082 42 08.33991(W)     ADJUSTED  
 KZ1939* NAVD 88     -                                                        
 KZ1939  ___________________________________________________________________
 KZ1939  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 KZ1939  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KZ1939
 KZ1939  HORZ ORDER  -  THIRD
 KZ1939
 KZ1939.The horizontal coordinates were established by classical geodetic methods
 KZ1939.and adjusted by the National Geodetic Survey in April 1998..
 KZ1939
 KZ1939
 KZ1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1939
 KZ1939.The geoid height was determined by GEOID03.
 KZ1939
 KZ1939;                    North         East     Units Scale Factor Converg.
 KZ1939;SPC OH N     -   124,657.445   582,924.755   MT  0.99995090   -0 07 58.5
 KZ1939;UTM  17      - 4,516,735.754   356,373.975   MT  0.99985391   -1 06 44.2
 KZ1939
 KZ1939                          SUPERSEDED SURVEY CONTROL
 KZ1939
 KZ1939  NAD 83(1986)-  40 47 20.63788(N)    082 42 08.35298(W) AD(       ) 4
 KZ1939  NAD 27      -  40 47 20.43238(N)    082 42 08.71363(W) AD(       ) 3
 KZ1939
 KZ1939.Superseded values are not recommended for survey control.
 KZ1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1939.See file dsdata.txt to determine how the superseded data were derived.
 KZ1939
 KZ1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5637416736(NAD 83)
 KZ1939
 KZ1939  HISTORY     - Date     Condition        Report By
 KZ1939  HISTORY     - 1959     MONUMENTED       CGS
 KZ1939
 KZ1939                          STATION DESCRIPTION
 KZ1939
 KZ1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1939'THE STATION IS THE LIGHT AT THE TOP OF THE TANK, ABOUT 1-1/2
 KZ1939'MILES EAST OF
 KZ1939'CRESTLINE, ON THE NORTH SIDE OF U.S. HIGHWAY 30.  THE TANK IS A STEEL
 KZ1939'STRUCTURE SUPPORTED BY 4 LEGS
 KZ1939'AND IS 170 FEET HIGH.  IT HAS LETTERS PPG PAINTED ON THE
 KZ1939'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1282 ***********************************************************************
 MC1282  DESIGNATION -  CRIB
 MC1282  PID         -  MC1282
 MC1282  STATE/COUNTY-  OH/LUCAS
 MC1282  USGS QUAD   -  RENO BEACH (1967)
 MC1282
 MC1282                         *CURRENT SURVEY CONTROL
 MC1282  ___________________________________________________________________
 MC1282* NAD 83(1995)-  41 41 59.11511(N)    083 15 33.21765(W)     ADJUSTED  
 MC1282* NAVD 88     -       187.     (meters)     614.     (feet)  VERTCON   
 MC1282  ___________________________________________________________________
 MC1282  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 MC1282  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 MC1282
 MC1282  HORZ ORDER  -  SECOND
 MC1282
 MC1282.The horizontal coordinates were established by classical geodetic methods
 MC1282.and adjusted by the National Geodetic Survey in April 1998..
 MC1282
 MC1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1282
 MC1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1282
 MC1282.The geoid height was determined by GEOID03.
 MC1282
 MC1282;                    North         East     Units Scale Factor Converg.
 MC1282;SPC OH N     -   226,048.031   536,803.428   MT  0.99999995   -0 29 55.6
 MC1282;UTM  17      - 4,618,907.326   312,013.528   MT  1.00003489   -1 30 12.0
 MC1282
 MC1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1282!SPC OH N     -   0.99997627  x   0.99999995  =   0.99997622
 MC1282!UTM  17      -   0.99997627  x   1.00003489  =   1.00001116
 MC1282
 MC1282:                Primary Azimuth Mark                     Grid Az
 MC1282:SPC OH N     -  LONG BEACH                               128 14 09.6
 MC1282:UTM  17      -  LONG BEACH                               129 14 26.0
 MC1282
 MC1282|---------------------------------------------------------------------|
 MC1282| PID    Reference Object                     Distance      Geod. Az  |
 MC1282|                                                           dddmmss.s |
 MC1282| MC1277 LONG BEACH                          APPROX.15.4 KM 1274414.0 |
 MC1282|---------------------------------------------------------------------|
 MC1282
 MC1282                          SUPERSEDED SURVEY CONTROL
 MC1282
 MC1282  NAD 83(1995)-  41 41 59.11499(N)    083 15 33.21816(W) AD(       ) 2
 MC1282  NAD 83(1986)-  41 41 59.13216(N)    083 15 33.23615(W) AD(       ) 2
 MC1282  NAD 27      -  41 41 58.97168(N)    083 15 33.49323(W) AD(       ) 2
 MC1282  NGVD 29 (07/19/86)  187.     (m)          614.     (f) VERT ANG       
 MC1282
 MC1282.Superseded values are not recommended for survey control.
 MC1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1282.See file dsdata.txt to determine how the superseded data were derived.
 MC1282
 MC1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1201418907(NAD 83)
 MC1282_MARKER: DS = TRIANGULATION STATION DISK
 MC1282_SETTING: 0 = UNSPECIFIED SETTING
 MC1282_STAMPING: CRIB LSC 1976
 MC1282_MARK LOGO: NOS   
 MC1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1282
 MC1282  HISTORY     - Date     Condition        Report By
 MC1282  HISTORY     - 1976     MONUMENTED       NOSAMC
 MC1282
 MC1282                          STATION DESCRIPTION
 MC1282
 MC1282'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1976 (RES)
 MC1282'THE STATION IS LOCATED ON TOP OF THE TOLEDO WATER INTAKE
 MC1282'CRIB.  IT IS 10-1/2 MILES EAST OF THE MOUTH OF THE MAUMEE
 MC1282'RIVER AND 2 MILES NE OF THE MOUTH OF COOLEY CREEK.  THE CRIB
 MC1282'IS MAINTAINED BY THE TOLEDO WATER WORKS.  PERMISSION WAS OBTAINED
 MC1282'FROM THE HEAD OF THE WATER WORKS.
 MC1282'
 MC1282'THE STATION WAS REACHED BY BOAT FROM THE MOUTH OF COOLEY
 MC1282'CREEK.  IT IS VISIBLE FROM THE MOUTH OF COOLEY CREEK.
 MC1282'
 MC1282'THE STATION MARK IS A STANDARD DISK STAMPED CRIB LSC, 1976
 MC1282'THAT IS EPOXIED FLUSH TO THE ASPHALT ROOF.  IT IS 31.3 FEET
 MC1282'NW OF AN ANTENNA POLE, 13.9 FEET WEST OF THE 12-INCH DIAMETER
 MC1282'LIGHT POLE, 9.2 FEET EAST OF THE MOST WESTERN 2-INCH DIAMETER
 MC1282'LIGHT POLE, AND 8.5 FEET WEST OF THE NW CORNER OF A HATCH BOX.
 MC1282'
 MC1282'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 MC1282'
 MC1282'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1732 ***********************************************************************
 MC1732  DESIGNATION -  CRISSEY
 MC1732  PID         -  MC1732
 MC1732  STATE/COUNTY-  OH/LUCAS
 MC1732  USGS QUAD   -  WHITEHOUSE (1980)
 MC1732
 MC1732                         *CURRENT SURVEY CONTROL
 MC1732  ___________________________________________________________________
 MC1732* NAD 83(1995)-  41 37 03.54972(N)    083 45 41.51295(W)     ADJUSTED  
 MC1732* NAVD 88     -       197.2    (meters)     647.     (feet)  GPS OBS   
 MC1732  ___________________________________________________________________
 MC1732  X           -     518,930.804 (meters)                     COMP
 MC1732  Y           -  -4,747,151.609 (meters)                     COMP
 MC1732  Z           -   4,214,057.588 (meters)                     COMP
 MC1732  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 MC1732  ELLIP HEIGHT-         161.97  (meters)          (10/07/05) GPS OBS
 MC1732  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1732
 MC1732  HORZ ORDER  -  FIRST
 MC1732  ELLP ORDER  -  FOURTH    CLASS I
 MC1732
 MC1732.The horizontal coordinates were established by GPS observations
 MC1732.and adjusted by the National Geodetic Survey in April 1998..
 MC1732
 MC1732.The orthometric height was determined by GPS observations and a
 MC1732.high-resolution geoid model.
 MC1732
 MC1732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1732
 MC1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1732
 MC1732.The ellipsoidal height was determined by GPS observations
 MC1732.and is referenced to NAD 83.
 MC1732
 MC1732.The geoid height was determined by GEOID03.
 MC1732
 MC1732;                    North         East     Units Scale Factor Converg.
 MC1732;SPC OH N     -   217,414.686   494,863.053   MT  0.99998516   -0 49 43.5
 MC1732;UTM  17      - 4,611,010.084   269,921.927   MT  1.00025148   -1 50 05.6
 MC1732
 MC1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1732!SPC OH N     -   0.99997460  x   0.99998516  =   0.99995976
 MC1732!UTM  17      -   0.99997460  x   1.00025148  =   1.00022607
 MC1732
 MC1732                          SUPERSEDED SURVEY CONTROL
 MC1732
 MC1732  ELLIP H (04/01/98)  162.03   (m)                       GP(       ) 4 1
 MC1732  NAD 83(1995)-  41 37 03.54965(N)    083 45 41.51284(W) AD(       ) 1
 MC1732  NAD 83(1986)-  41 37 03.56015(N)    083 45 41.52645(W) AD(       ) 1
 MC1732
 MC1732.Superseded values are not recommended for survey control.
 MC1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1732.See file dsdata.txt to determine how the superseded data were derived.
 MC1732
 MC1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6992211010(NAD 83)
 MC1732_MARKER: DD = SURVEY DISK
 MC1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1732_SP_SET: CONCRETE POST
 MC1732_STAMPING: CRISSEY 1993
 MC1732_MARK LOGO: OH-095
 MC1732_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1732+STABILITY: SURFACE MOTION
 MC1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1732+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 MC1732
 MC1732  HISTORY     - Date     Condition        Report By
 MC1732  HISTORY     - UNK      MONUMENTED
 MC1732  HISTORY     - 19930923 GOOD             OH-095
 MC1732
 MC1732                          STATION DESCRIPTION
 MC1732
 MC1732'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1732'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 2.5 MILES WEST OF
 MC1732'THE VILLAGE OF HOLLAND.
 MC1732'TO REACH THE STATION FROM THE INTERSECTION OF MCCORD ROAD AND AIRPORT
 MC1732'HIGHWAY (STATE ROUTE 2) PROCEED WEST ALONG AIRPORT HIGHWAY 2.7 MILES
 MC1732'TO ITS INTERSECTION WITH CRISSEY ROAD.  TURN RIGHT AND PROCEED NORTH
 MC1732'ALONG CRISSEY ROAD 0.75 MILES TO ITS INTERSECTION WITH OLD STATE LINE
 MC1732'ROAD AND THE STATION IN THE INTERSECTION.
 MC1732'THE STATION IS A 3.25 INCH BRASS DISK SET IN THE TOP OF A 6 INCH
 MC1732'SQUARE CONCRETE MONUMENT 1.7 FEET BELOW THE ROAD SURFACE IN A STEEL
 MC1732'MONUMENT BOX.  THE MONUMENT BOX FLANGE IS STAMPED --CRISSEY 1993--.
 MC1732'THE STATION IS AN EXISTING LUCAS COUNTY MARK, DATE OF INSTALLATION AND
 MC1732'PARTY CHIEF ARE UNKNOWN.
 MC1732'THE STATION IS 32.2 FEET NORTHWEST FROM A NAIL AND SHINER IN THE
 MC1732'SOUTHWEST FACE OF A POLE LOCATED SOUTHEAST OF THE INTERSECTION, 48.8
 MC1732'FEET NORTH FROM A SQUARE HEAD BOLT IN THE CENTER OF CRISSEY ROAD,
 MC1732'78.5 FEET NORTHEAST FROM A NAIL AND SHINER IN THE NORTHEAST FACE OF A
 MC1732'LIGHT POLE LOCATED WEST OF CRISSEY ROAD, AND 43.3 FEET NORTHEAST FROM
 MC1732'A NAIL AND SHINER IN THE NORTHEAST FACE OF A POWER POLE LOCATED
 MC1732'SOUTHWEST OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1461 ***********************************************************************
 MC1461  DESIGNATION -  CRONINGER
 MC1461  PID         -  MC1461
 MC1461  STATE/COUNTY-  OH/HENRY
 MC1461  USGS QUAD   -  MC CLURE (1971)
 MC1461
 MC1461                         *CURRENT SURVEY CONTROL
 MC1461  ___________________________________________________________________
 MC1461* NAD 83(1995)-  41 20 17.16947(N)    083 57 38.77489(W)     ADJUSTED  
 MC1461* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1461  ___________________________________________________________________
 MC1461  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 MC1461  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC1461
 MC1461  HORZ ORDER  -  THIRD
 MC1461
 MC1461.The horizontal coordinates were established by classical geodetic methods
 MC1461.and adjusted by the National Geodetic Survey in April 1998..
 MC1461
 MC1461.The orthometric height was scaled from a topographic map.
 MC1461
 MC1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1461
 MC1461.The geoid height was determined by GEOID03.
 MC1461
 MC1461;                    North         East     Units Scale Factor Converg.
 MC1461;SPC OH N     -   186,631.539   477,739.761   MT  0.99995025   -0 57 34.8
 MC1461;UTM  17      - 4,580,520.703   252,257.170   MT  1.00035542   -1 57 23.7
 MC1461;UTM  16      - 4,580,747.983   754,308.629   MT  1.00039599   +2 00 30.6
 MC1461
 MC1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1461!SPC OH N     -   0.99997296  x   0.99995025  =   0.99992321
 MC1461!UTM  17      -   0.99997296  x   1.00035542  =   1.00032837
 MC1461!UTM  16      -   0.99997296  x   1.00039599  =   1.00036894
 MC1461
 MC1461                          SUPERSEDED SURVEY CONTROL
 MC1461
 MC1461  NAD 83(1995)-  41 20 17.17764(N)    083 57 38.77929(W) AD(       ) 3
 MC1461  NAD 83(1986)-  41 20 17.17950(N)    083 57 38.78460(W) AD(       ) 3
 MC1461  NAD 27      -  41 20 16.99400(N)    083 57 38.99000(W) AD(       ) 3
 MC1461
 MC1461.Superseded values are not recommended for survey control.
 MC1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1461.See file dsdata.txt to determine how the superseded data were derived.
 MC1461
 MC1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5225780521(NAD 83)
 MC1461_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1461_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MC1461_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MC1461_STAMPING: CRONINGER 1950
 MC1461_MARK LOGO: CGS   
 MC1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1461
 MC1461  HISTORY     - Date     Condition        Report By
 MC1461  HISTORY     - 1950     MONUMENTED       CGS
 MC1461  HISTORY     - 1963     GOOD             CGS
 MC1461  HISTORY     - 1965     GOOD             USE
 MC1461  HISTORY     - 1980     GOOD             LOCENG
 MC1461
 MC1461                          STATION DESCRIPTION
 MC1461
 MC1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JMN)
 MC1461'STATION IS IN THE PHOTOGRAMMETRIC TEST AREA, NEAR MCCLURE, ON THE
 MC1461'EAST SIDE OF A COUNTY ROAD,
 MC1461'1 MILE WEST AND 2.25 MILES SOUTH OF MCCLURE, IN THE SW CORNER
 MC1461'OF THE NW 1/4 OF THE NW 1/4 OF
 MC1461'SECTION 4, RICHFIELD TOWNSHIP.  THE PROPERTY
 MC1461'IS OWNED BY WILLIS E. CRONINGER.  STATION IS IN
 MC1461'THE CENTER OF A PHOTOGRAMMETRIC
 MC1461'TARGET OF CRUSHED LIMESTONE, 6 FEET IN DIAMETER.
 MC1461
 MC1461                          STATION RECOVERY (1963)
 MC1461
 MC1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1461'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1461'EXCEPTIONS.  THE PROPERTY LINE STONE IS GONE AND THE CONCRETE
 MC1461'MONUMENT IS SURROUNDED BY A CONCRETE TARGET 6 FEET IN DIAMETER.
 MC1461'THE DISK IS STAMPED CRONINGER 1950.
 MC1461
 MC1461                          STATION RECOVERY (1965)
 MC1461
 MC1461'RECOVERY NOTE BY US ENGINEERS 1965 (RWK)
 MC1461'TO REACH R FROM JCT. OF HWYS 6 AND 65 AT MCCLURE, TRAVEL S. 2 MI.
 MC1461'ON HWY 65 TO CO. ROAD M, W. 1 MI. TO CO. ROAD 5, AND S. 1/4 MI.
 MC1461'
 MC1461'THE STA. IS LOCATED IN A 2 M. DIA. CONC. TARGET, 5 M. E. OF THE
 MC1461'CENTERLINE OF THE ROAD, 12 M. N. OF A TELEPHONE POLE, 2-1/2 M. N.E.
 MC1461'OF A OLD FENCE POST, 135 M. NE. OF A LARGE TREE.  THE STA. IS
 MC1461'APPROX. 1/4 M. LOWER THAN THE ROAD.
 MC1461'
 MC1461'STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MC1461'CRONINGER 1950.
 MC1461'
 MC1461'NOTE--THE NEAREST POWER POLE IS APPROX. 0.2 MI. N OF THE STA.
 MC1461'(ELEV--682.4 FEET).
 MC1461
 MC1461                          STATION RECOVERY (1980)
 MC1461
 MC1461'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1461'CRONINGER 1950 RECOVERED GOOD - CONC TARGET BROKE UP.
 MC1461'
 MC1461'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.25 MI S. AND 1 MI W.,
 MC1461'MCCLURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1426 ***********************************************************************
 MB1426  DESIGNATION -  CROSS
 MB1426  PID         -  MB1426
 MB1426  STATE/COUNTY-  OH/SUMMIT
 MB1426  USGS QUAD   -  AKRON WEST (1994)
 MB1426
 MB1426                         *CURRENT SURVEY CONTROL
 MB1426  ___________________________________________________________________
 MB1426* NAD 83(1995)-  41 01 43.44084(N)    081 31 12.29705(W)     ADJUSTED  
 MB1426* NAVD 88     -       316.655  (meters)    1038.89   (feet)  ADJUSTED  
 MB1426  ___________________________________________________________________
 MB1426  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 MB1426  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MB1426  DYNAMIC HT  -         316.514 (meters)    1038.43  (feet)  COMP
 MB1426  MODELED GRAV-     980,170.8   (mgal)                       NAVD 88
 MB1426
 MB1426  HORZ ORDER  -  FIRST
 MB1426  VERT ORDER  -  FIRST     CLASS II
 MB1426
 MB1426.The horizontal coordinates were established by classical geodetic methods
 MB1426.and adjusted by the National Geodetic Survey in April 1998..
 MB1426
 MB1426.The orthometric height was determined by differential leveling
 MB1426.and adjusted by the National Geodetic Survey in June 1991..
 MB1426
 MB1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1426
 MB1426.The geoid height was determined by GEOID03.
 MB1426
 MB1426.The dynamic height is computed by dividing the NAVD 88
 MB1426.geopotential number by the normal gravity value computed on the
 MB1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1426.degrees latitude (g = 980.6199 gals.).
 MB1426
 MB1426.The modeled gravity was interpolated from observed gravity values.
 MB1426
 MB1426;                    North         East     Units Scale Factor Converg.
 MB1426;SPC OH N     -   151,714.810   682,402.994   MT  0.99993937   +0 38 37.5
 MB1426;UTM  17      - 4,542,077.027   456,279.181   MT  0.99962353   -0 20 29.1
 MB1426
 MB1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1426!SPC OH N     -   0.99995556  x   0.99993937  =   0.99989493
 MB1426!UTM  17      -   0.99995556  x   0.99962353  =   0.99957910
 MB1426
 MB1426:                Primary Azimuth Mark                     Grid Az
 MB1426:SPC OH N     -  VORIS                                    068 56 31.4
 MB1426:UTM  17      -  VORIS                                    069 55 38.0
 MB1426
 MB1426|---------------------------------------------------------------------|
 MB1426| PID    Reference Object                     Distance      Geod. Az  |
 MB1426|                                                           dddmmss.s |
 MB1426| MB2932 VORIS                               APPROX. 0.6 KM 0693508.9 |
 MB1426| MB2894 AKRON RADIO STA WAKR NW MAST        APPROX. 1.5 KM 1183224.2 |
 MB1426| MB2897 AKRON RADIO STA WAKR SW MAST        APPROX. 1.6 KM 1192444.0 |
 MB1426|---------------------------------------------------------------------|
 MB1426
 MB1426                          SUPERSEDED SURVEY CONTROL
 MB1426
 MB1426  NAD 83(1986)-  41 01 43.44821(N)    081 31 12.30035(W) AD(       ) 1
 MB1426  NAD 27      -  41 01 43.24834(N)    081 31 12.87827(W) AD(       ) 1
 MB1426  NGVD 29 (??/??/92)  316.849  (m)         1039.53   (f) ADJ UNCH    1 2
 MB1426
 MB1426.Superseded values are not recommended for survey control.
 MB1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1426.See file dsdata.txt to determine how the superseded data were derived.
 MB1426
 MB1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5627942077(NAD 83)
 MB1426_MARKER: DD = SURVEY DISK
 MB1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1426_STAMPING: CROSS
 MB1426_MARK LOGO: OH0070
 MB1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1426+STABILITY: SURFACE MOTION
 MB1426
 MB1426  HISTORY     - Date     Condition        Report By
 MB1426  HISTORY     - 1963     MONUMENTED       OH0070
 MB1426  HISTORY     - 1964     GOOD             CGS
 MB1426  HISTORY     - 1975     SEE DESCRIPTION  OH0070
 MB1426
 MB1426                          STATION DESCRIPTION
 MB1426
 MB1426'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1426'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF DOWNTOWN AKRON, ON
 MB1426'THE SOUTH SIDE OF EAST
 MB1426'WATERLOO ROAD, BETWEEN THE HOLY CROSS CEMETERY AND THE COLONIAL
 MB1426'VILLAGE LANES.  IT IS A CITY OF
 MB1426'AKRON DISK STAMPED CROSS, SET IN THE TOP OF A 6 INCH SQUARE
 MB1426'CONCRETE POST THAT IS 4 INCHES UNDER A 3
 MB1426'FOOT SQUARE OF CONCRETE WITH A 23 INCH IRON
 MB1426'MANHOLE COVER THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 MB1426'IT IS 90.4 FEET WEST OF A POWER
 MB1426'POLE, 66.6 FEET EAST OF A POWER POLE, 13.5 FEET NORTH OF A CYCLONE
 MB1426'FENCE, AND 4.4 FEET SOUTH OF THE
 MB1426'SOUTH EDGE OF THE PAVED ROAD.
 MB1426
 MB1426                          STATION RECOVERY (1964)
 MB1426
 MB1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1426'AT AKRON.
 MB1426'AT AKRON, IN THE SOUTHERN PART OF THE CITY, ABOUT 0.4 MILE EAST
 MB1426'ALONG U.S. HIGHWAY 224 (WATERLOO ROAD) FROM ITS INTERSECTION WITH
 MB1426'SOUTH MAIN STREET, BETWEEN THE HOLY CROSS CEMETERY AND COLONIAL
 MB1426'VILLAGE LANES, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 MB1426'HIGHWAY, 90 1/2 FEET WEST OF CABLE LINE POLE NO. 83131, 66 1/2
 MB1426'FEET EAST OF CABLE LINE POLE NO. 83114, 13.5 FEET NORTH OF A
 MB1426'CYCLONE FENCE ALONG THE NORTH SIDE OF THE HOLY CROSS CEMETERY,
 MB1426'4.4 FEET SOUTH OF THE SOUTH EDGE OF THE HIGHWAY PAVEMENT, SET IN
 MB1426'THE TOP OF A CONCRETE POST 4 INCHES UNDERGROUND ACCESS TO WHICH IS
 MB1426'HAD THROUGH A 23 INCH CAST IRON COVER WHICH IS FLUSH WITH THE
 MB1426'GROUND.
 MB1426
 MB1426                          STATION RECOVERY (1975)
 MB1426
 MB1426'RECOVERY NOTE BY CITY OF AKRON OHIO 1975 (RJF)
 MB1426'CROSS 24 INCH C.I. COVER BROKEN- WITNESS POLES (UTILITY) GONE
 MB1426'
 MB1426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES SOUTH
 MB1426'DOWNTOWN AKRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3081 ***********************************************************************
 JZ3081  DESIGNATION -  CROSS ROAD
 JZ3081  PID         -  JZ3081
 JZ3081  STATE/COUNTY-  OH/MONTGOMERY
 JZ3081  USGS QUAD   -  LAURA (1973)
 JZ3081
 JZ3081                         *CURRENT SURVEY CONTROL
 JZ3081  ___________________________________________________________________
 JZ3081* NAD 83(1995)-  39 52 30.64793(N)    084 24 26.47265(W)     ADJUSTED  
 JZ3081* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 JZ3081  ___________________________________________________________________
 JZ3081  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 JZ3081  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JZ3081
 JZ3081  HORZ ORDER  -  FIRST
 JZ3081
 JZ3081.The horizontal coordinates were established by classical geodetic methods
 JZ3081.and adjusted by the National Geodetic Survey in May 1999..
 JZ3081
 JZ3081.The orthometric height was scaled from a topographic map.
 JZ3081
 JZ3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3081
 JZ3081.The geoid height was determined by GEOID03.
 JZ3081
 JZ3081;                    North         East     Units Scale Factor Converg.
 JZ3081;SPC OH S     -   209,897.184   436,844.165   MT  0.99997254   -1 12 36.9
 JZ3081;UTM  16      - 4,417,120.949   721,723.573   MT  1.00020526   +1 39 46.3
 JZ3081
 JZ3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3081!SPC OH S     -   0.99995534  x   0.99997254  =   0.99992788
 JZ3081!UTM  16      -   0.99995534  x   1.00020526  =   1.00016059
 JZ3081
 JZ3081:                Primary Azimuth Mark                     Grid Az
 JZ3081:SPC OH S     -  VOGER                                    150 34 08.0
 JZ3081:UTM  16      -  VOGER                                    147 41 44.8
 JZ3081
 JZ3081|---------------------------------------------------------------------|
 JZ3081| PID    Reference Object                     Distance      Geod. Az  |
 JZ3081|                                                           dddmmss.s |
 JZ3081| JZ3049 VOGER                               APPROX. 0.9 KM 1492131.1 |
 JZ3081|---------------------------------------------------------------------|
 JZ3081
 JZ3081                          SUPERSEDED SURVEY CONTROL
 JZ3081
 JZ3081  NAD 83(1995)-  39 52 30.64938(N)    084 24 26.47232(W) AD(       ) 1
 JZ3081  NAD 83(1986)-  39 52 30.65699(N)    084 24 26.48583(W) AD(       ) 1
 JZ3081  NAD 27      -  39 52 30.45800(N)    084 24 26.67300(W) AD(       ) 1
 JZ3081
 JZ3081.Superseded values are not recommended for survey control.
 JZ3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3081.See file dsdata.txt to determine how the superseded data were derived.
 JZ3081
 JZ3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2172417121(NAD 83)
 JZ3081_MARKER: DS = TRIANGULATION STATION DISK
 JZ3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3081_MARK LOGO: CGS   
 JZ3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3081+STABILITY: SURFACE MOTION
 JZ3081
 JZ3081  HISTORY     - Date     Condition        Report By
 JZ3081  HISTORY     - 1927     MONUMENTED       CGS
 JZ3081  HISTORY     - 19970421 MARK NOT FOUND   USPSQD
 JZ3081
 JZ3081                          STATION DESCRIPTION
 JZ3081
 JZ3081'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3081'STATION IS 2 MILES S AND ABOUT 1/3 MILE W OF PHILLIPSBURG. IT IS 2.7
 JZ3081'METERS (9.0 FEET) N OF THE CENTER LINE OF AN E AND W SECTION
 JZ3081'LINE ROAD, AND 3.8 METERS (12.4 FEET) E OF THE CENTER LINE OF A N AND
 JZ3081'S SECTION LINE ROAD.
 JZ3081'
 JZ3081'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3081'
 JZ3081'HEIGHT OF SIGNAL ABOVE STATION MARK- 2.0 METERS.
 JZ3081
 JZ3081                          STATION RECOVERY (1997)
 JZ3081
 JZ3081'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ3081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3279 ***********************************************************************
 KY3279  DESIGNATION -  CROSSING
 KY3279  PID         -  KY3279
 KY3279  STATE/COUNTY-  OH/COLUMBIANA
 KY3279  USGS QUAD   -  LISBON (1984)
 KY3279
 KY3279                         *CURRENT SURVEY CONTROL
 KY3279  ___________________________________________________________________
 KY3279* NAD 83(1995)-  40 46 15.03605(N)    080 47 16.55016(W)     ADJUSTED  
 KY3279* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 KY3279  ___________________________________________________________________
 KY3279  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 KY3279  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY3279
 KY3279  HORZ ORDER  -  SECOND
 KY3279
 KY3279.The horizontal coordinates were established by classical geodetic methods
 KY3279.and adjusted by the National Geodetic Survey in April 1998..
 KY3279
 KY3279.The orthometric height was scaled from a topographic map.
 KY3279
 KY3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3279
 KY3279.The geoid height was determined by GEOID03.
 KY3279
 KY3279;                    North         East     Units Scale Factor Converg.
 KY3279;SPC OH N     -   124,032.870   744,526.861   MT  0.99995249   +1 07 29.1
 KY3279;UTM  17      - 4,513,340.636   517,896.996   MT  0.99960394   +0 08 18.6
 KY3279
 KY3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3279!SPC OH N     -   0.99994936  x   0.99995249  =   0.99990185
 KY3279!UTM  17      -   0.99994936  x   0.99960394  =   0.99955332
 KY3279
 KY3279|---------------------------------------------------------------------|
 KY3279| PID    Reference Object                     Distance      Geod. Az  |
 KY3279|                                                           dddmmss.s |
 KY3279| CX4364 CROSSING RM 3                        10.533 METERS 04855     |
 KY3279| KY3281 CROSSING AZ MK RESET                239.872 METERS 05803     |
 KY3279| KY3280 MCKINLEY                            216.514 METERS 13437     |
 KY3279| CX4362 CROSSING RM 1                        20.109 METERS 14232     |
 KY3279| CX4363 CROSSING RM 2                        16.826 METERS 22902     |
 KY3279|---------------------------------------------------------------------|
 KY3279
 KY3279                          SUPERSEDED SURVEY CONTROL
 KY3279
 KY3279  NAD 83(1986)-  40 46 15.04138(N)    080 47 16.55557(W) AD(       ) 2
 KY3279  NAD 27      -  40 46 14.82600(N)    080 47 17.27000(W) AD(       ) 2
 KY3279
 KY3279.Superseded values are not recommended for survey control.
 KY3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3279.See file dsdata.txt to determine how the superseded data were derived.
 KY3279
 KY3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1789713341(NAD 83)
 KY3279_MARKER: DS = TRIANGULATION STATION DISK
 KY3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3279
 KY3279  HISTORY     - Date     Condition        Report By
 KY3279  HISTORY     - 1950     MONUMENTED       CGS
 KY3279  HISTORY     - 1955     GOOD             CGS
 KY3279  HISTORY     - 1959     GOOD             USGS
 KY3279  HISTORY     - 1962     GOOD             CGS
 KY3279  HISTORY     - 1976     GOOD             NGS
 KY3279
 KY3279                          STATION DESCRIPTION
 KY3279
 KY3279'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3279'THE STATION IS LOCATED ABOUT 1.1 MILES WEST OF LISBON ON THE NORTH
 KY3279'RIGHT-OF-WAY OF U.S. HIGHWAY NO 30.  IT IS 26 FEET NORTH OF THE
 KY3279'CENTER OF U.S. HIGHWAY NO 30, 8 FEET SOUTHWEST OF A 30 INCH WALNUT
 KY3279'TREE AND 6 FEET SOUTHWEST OF WITNESS POST.  IT IS STAMPED CROSSING
 KY3279'1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KY3279'
 KY3279'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 40-1/2 FEET SOUTH OF
 KY3279'THE CENTER OF U.S. HIGHWAY NO 30.  IT IS STAMPED CROSSING NO 1
 KY3279'1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KY3279'
 KY3279'REFERENCE MARK NO 2 IS WEST OF THE STATION, 26.6 FEET NORTH OF THE
 KY3279'CENTER OF U.S. HIGHWAY NO 30 AND 1-1/2 FEET SOUTH OF EAST-WEST
 KY3279'FENCE LINE.  IT IS STAMPED CROSSING NO 2 1950 AND SET FLUSH
 KY3279'WITH THE GROUND SURFACE.
 KY3279'
 KY3279'THE AZIMUTH MARK IS ABOUT 0.15 MILE EAST-NORTHEAST OF THE
 KY3279'STATION, 40 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO 30, 15
 KY3279'FEET WEST OF THE CENTER OF CINDER DRIVEWAY AND 2 FEET SOUTH OF
 KY3279'WITNESS POST.  IT IS STAMPED CROSSING 1950 AND SET FLUSH WITH THE
 KY3279'GROUND SURFACE.
 KY3279'
 KY3279'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 KY3279'U.S. HIGHWAY NO 30 AND STATE ROUTE NO 164 IN LISBON, GO WEST ON
 KY3279'U.S. HIGHWAY NO 30 FOR 0.95 MILE TO THE AZIMUTH MARK ON THE
 KY3279'RIGHT AS DESCRIBED, CONTINUE WEST ON HIGHWAY FOR 0.15 MILE TO TOP
 KY3279'OF HILL AND STATION AS DESCRIBED.
 KY3279'
 KY3279'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 KY3279
 KY3279                          STATION RECOVERY (1955)
 KY3279
 KY3279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 KY3279'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KY3279'GOOD CONDITION.  REFERENCE MARK 2 WAS DESTROYED AND THE DISK WAS
 KY3279'RETURNED TO THE WASHINGTON OFFICE. REFERENCE MARK 3 WAS ESTABLISHED TO
 KY3279'REPLACE REFERENCE MARK 2.  EXCEPT FOR THE ABOVE THE ORIGINAL
 KY3279'DESCRIPTION IS ADEQUATE AND CORRECT.
 KY3279'
 KY3279'R.M. DISK STAMPED CROSSING NO 2 1950 RECEIVED AT THIS OFFICE 8/29/55.
 KY3279
 KY3279                          STATION RECOVERY (1959)
 KY3279
 KY3279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KY3279'STATION AND REFERENCE MARK 1 FOUND IN GOOD CONDITION. REFERENCE MARK 2
 KY3279'COULD NOT BE FOUND AND MAY BE DESTROYED.
 KY3279
 KY3279                          STATION RECOVERY (1962)
 KY3279
 KY3279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 KY3279'RECOVERED ALL MARKS ESSENTIALLY AS ORIGINALLY DESCRIBED AND AS
 KY3279'AMENDED BY W.F.D. 1955 RECOVERY NOTE.  THE AZIMUTH DISK WAS RESET
 KY3279'VERTICALLY IN SHORTENED ORIGINAL MONUMENT POST.
 KY3279'
 KY3279'ABOUT 1.1 MILES W ALONG NO. 30 U.S. HIGHWAY FROM THE COURTHOUSE IN
 KY3279'LISBON, ABOUT 45 YARDS SW OF CREST OF RIDGE, 22 FEET SW OF CENTER
 KY3279'LINE OF DRIVEWAY, 25 FEET NW OF CENTER LINE OF HWY., 0.7 FOOT
 KY3279'LOWER THAN SAME, 8 FEET SW OF 30-INCH WALNUT TREE, FLUSH WITH THE
 KY3279'GROUND, DISKS STAMPED CROSSING 1950.
 KY3279'
 KY3279'REFERENCE STAMPED CROSSING NO 1 1950, IS 65.97 FEET OR 20.108
 KY3279'METERS SE IN BEARING S 37 DEG 26 MIN E FROM THE STATION, 65 FEET SW
 KY3279'OF A POWER POLE, 40-1/2 FEET SE OF CENTER LINE OF THE HWY., 1.5
 KY3279'FEET HIGHER THAN SAME, AND FLUSH WITH THE GROUND SURFACE.
 KY3279'
 KY3279'REFERENCE STAMPED CROSSING NO 3 1950, FLUSH WITH THE GROUND, IS
 KY3279'34.49 FEET OR 10.513 METERS NE IN BEARING N 48 DEG 55 MIN FROM THE
 KY3279'STATION, 2.7 FEET HIGHER THAN SAME, 27.5 FEET NE OF CENTER OF
 KY3279'30-INCH WALNUT TREE, 25 FEET NE OF CENTER LINE OF HWY.
 KY3279'
 KY3279'AZIMUTH MARK STAMPED CROSSING 1950 1962, FLUSH WITH THE GROUND, IS
 KY3279'239.865 METERS (786.96 FEET) WNW IN BEARING N 58 DEG 03 MIN 10.9
 KY3279'SEC E FROM THE STATION, 34 FEET N OF CENTER LINE OF HWY, ASPHALT
 KY3279'PAVEMENT, 12 FEET W OF CENTER LINE OF DRIVEWAY, 12-1/2 FEET E OF
 KY3279'THE PROJECTED PLANE OF E WALL OF STONE-TRIMMED BRICK HOUSE ON TOP
 KY3279'OF HILLCOCK.
 KY3279
 KY3279                          STATION RECOVERY (1976)
 KY3279
 KY3279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KY3279'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE FOUND IN GOOD
 KY3279'CONDITION.  THE AZIMUTH MARK WAS FOUND TO HAVE BEEN LOWERED IN
 KY3279'1962 AT THE REQUEST OF THE PROPERTY OWNER BY USC AND GS PEOPLE.
 KY3279'
 KY3279'THERE HAS BEEN TALK OF ROAD CONSTRUCTION IN THE AREA BUT THE
 KY3279'PROPERTY OWNERS SEEM TO THINK THAT IT IS A LONG WAY OFF AND
 KY3279'NOTHING HAS BEEN DONE RECENTLY.
 KY3279'
 KY3279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 KY3279'WEST OF LISBON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3281 ***********************************************************************
 KY3281  DESIGNATION -  CROSSING AZ MK RESET
 KY3281  PID         -  KY3281
 KY3281  STATE/COUNTY-  OH/COLUMBIANA
 KY3281  USGS QUAD   -  LISBON (1984)
 KY3281
 KY3281                         *CURRENT SURVEY CONTROL
 KY3281  ___________________________________________________________________
 KY3281* NAD 83(1995)-  40 46 19.15063(N)    080 47 07.87088(W)     ADJUSTED  
 KY3281* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 KY3281  ___________________________________________________________________
 KY3281  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 KY3281  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY3281
 KY3281  HORZ ORDER  -  SECOND
 KY3281
 KY3281.The horizontal coordinates were established by classical geodetic methods
 KY3281.and adjusted by the National Geodetic Survey in April 1998..
 KY3281
 KY3281.The orthometric height was scaled from a topographic map.
 KY3281
 KY3281.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3281
 KY3281.The geoid height was determined by GEOID03.
 KY3281
 KY3281;                    North         East     Units Scale Factor Converg.
 KY3281;SPC OH N     -   124,163.760   744,727.860   MT  0.99995239   +1 07 34.8
 KY3281;UTM  17      - 4,513,468.003   518,100.148   MT  0.99960403   +0 08 24.2
 KY3281
 KY3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3281!SPC OH N     -   0.99995093  x   0.99995239  =   0.99990332
 KY3281!UTM  17      -   0.99995093  x   0.99960403  =   0.99955498
 KY3281
 KY3281                          SUPERSEDED SURVEY CONTROL
 KY3281
 KY3281  NAD 83(1986)-  40 46 19.15597(N)    080 47 07.87627(W) AD(       ) 2
 KY3281  NAD 27      -  40 46 18.94100(N)    080 47 08.59100(W) AD(       ) 2
 KY3281
 KY3281.Superseded values are not recommended for survey control.
 KY3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3281.See file dsdata.txt to determine how the superseded data were derived.
 KY3281
 KY3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1810013468(NAD 83)
 KY3281_MARKER: DZ = AZIMUTH MARK DISK
 KY3281_SETTING: 0 = UNSPECIFIED SETTING
 KY3281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3281
 KY3281  HISTORY     - Date     Condition        Report By
 KY3281  HISTORY     - 1950     MONUMENTED       CGS
 KY3281  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KY3281  HISTORY     - 1976     SEE DESCRIPTION  NGS
 KY3281
 KY3281                          STATION DESCRIPTION
 KY3281
 KY3281'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY3281'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 KY3281'U.S. HIGHWAY NO 30 AND STATE ROUTE NO 164 IN LISBON, GO WEST ON
 KY3281'U.S. HIGHWAY NO 30 FOR 0.95 MILE TO THE AZIMUTH MARK ON THE
 KY3281'RIGHT AS DESCRIBED.
 KY3281'
 KY3281'THE AZIMUTH MARK IS ABOUT 0.15 MILE EAST-NORTHEAST OF THE
 KY3281'STATION, 40 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO 30, 15
 KY3281'FEET WEST OF THE CENTER OF CINDER DRIVEWAY AND 2 FEET SOUTH OF
 KY3281'WITNESS POST.  IT IS STAMPED CROSSING 1950 AND SET FLUSH WITH THE
 KY3281'GROUND SURFACE.
 KY3281
 KY3281                          STATION RECOVERY (1962)
 KY3281
 KY3281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 KY3281'THE STATION DISK WAS RESET VERTICALLY IN SHORTENED ORIGINAL
 KY3281'MONUMENT POST.
 KY3281'
 KY3281'STATION MARK STAMPED CROSSING 1950 1962, FLUSH WITH THE GROUND, IS
 KY3281'239.865 METERS (786.96 FEET) WNW IN BEARING N 58 DEG 03 MIN 11
 KY3281'SEC FROM THE STATION, 34 FEET N OF CENTER LINE OF HIGHWAY ASPHALT
 KY3281'PAVEMENT, 12 FEET W OF CENTER LINE OF DRIVEWAY, 12-1/2 FEET E OF
 KY3281'THE PROJECTED PLANE OF E WALL OF STONE-TRIMMED BRICK HOUSE ON TOP
 KY3281'OF HILLOCK.
 KY3281
 KY3281                          STATION RECOVERY (1976)
 KY3281
 KY3281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KY3281'MARK WAS FOUND TO HAVE BEEN LOWERED IN 1962 AT THE REQUEST OF THE
 KY3281'PROPERTY OWNER BY USC AND GS PEOPLE.
 KY3281'
 KY3281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 KY3281'WEST OF LISBON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2230 ***********************************************************************
 HY2230  DESIGNATION -  CROWN
 HY2230  PID         -  HY2230
 HY2230  STATE/COUNTY-  OH/LAWRENCE
 HY2230  USGS QUAD   -  ATHALIA (1985)
 HY2230
 HY2230                         *CURRENT SURVEY CONTROL
 HY2230  ___________________________________________________________________
 HY2230* NAD 83(1995)-  38 34 31.06848(N)    082 17 52.55924(W)     ADJUSTED  
 HY2230* NAVD 88     -       302.9    (meters)     994.     (feet)  VERTCON   
 HY2230  ___________________________________________________________________
 HY2230  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 HY2230  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY2230
 HY2230  HORZ ORDER  -  FIRST
 HY2230
 HY2230.The horizontal coordinates were established by classical geodetic methods
 HY2230.and adjusted by the National Geodetic Survey in April 1998..
 HY2230
 HY2230.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2230
 HY2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2230
 HY2230.The geoid height was determined by GEOID03.
 HY2230
 HY2230;                    North         East     Units Scale Factor Converg.
 HY2230;SPC OH S     -    63,886.519   617,609.086   MT  1.00003482   +0 07 41.6
 HY2230;SPC WV S     -   175,634.635   486,905.149   MT  0.99994889   -0 48 08.6
 HY2230;UTM  17      - 4,270,447.116   386,938.739   MT  0.99975742   -0 48 33.8
 HY2230
 HY2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2230!SPC OH S     -   0.99995770  x   1.00003482  =   0.99999252
 HY2230!SPC WV S     -   0.99995770  x   0.99994889  =   0.99990659
 HY2230!UTM  17      -   0.99995770  x   0.99975742  =   0.99971513
 HY2230
 HY2230:                Primary Azimuth Mark                     Grid Az
 HY2230:SPC OH S     -  BARKERS RIDGE TV STA WHTN MAST           134 41 38.4
 HY2230:SPC WV S     -  BARKERS RIDGE TV STA WHTN MAST           135 37 28.6
 HY2230:UTM  17      -  BARKERS RIDGE TV STA WHTN MAST           135 37 53.8
 HY2230
 HY2230|---------------------------------------------------------------------|
 HY2230| PID    Reference Object                     Distance      Geod. Az  |
 HY2230|                                                           dddmmss.s |
 HY2230| HY2217 BARKERS RIDGE TV STA WHTN MAST      APPROX.10.9 KM 1344920.0 |
 HY2230| HY2260 BARKER RIDGE TV STA MAST WMUL       APPROX.12.3 KM 1361817.4 |
 HY2230| HY2216 BARKERS RIDGE TV STA WSAZ MAST      APPROX.10.0 KM 1363254.5 |
 HY2230| DB9134 CROWN RM 1                            9.390 METERS 25114     |
 HY2230| DB9135 CROWN RM 2                            6.138 METERS 33433     |
 HY2230|---------------------------------------------------------------------|
 HY2230
 HY2230                          SUPERSEDED SURVEY CONTROL
 HY2230
 HY2230  NAD 83(1995)-  38 34 31.07149(N)    082 17 52.56341(W) AD(       ) 1
 HY2230  NAD 83(1986)-  38 34 31.07621(N)    082 17 52.56463(W) AD(       ) 1
 HY2230  NAD 27      -  38 34 30.77482(N)    082 17 53.02746(W) AD(       ) 1
 HY2230  NGVD 29 (07/19/86)  303.1    (m)          994.     (f) VERT ANG       
 HY2230
 HY2230.Superseded values are not recommended for survey control.
 HY2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2230.See file dsdata.txt to determine how the superseded data were derived.
 HY2230
 HY2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC8693970447(NAD 83)
 HY2230_MARKER: DD = SURVEY DISK
 HY2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2230_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2230
 HY2230  HISTORY     - Date     Condition        Report By
 HY2230  HISTORY     - 1976     MONUMENTED       NGS
 HY2230
 HY2230                          STATION DESCRIPTION
 HY2230
 HY2230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2230'STATION IS ABOUT 1-1/4 MILES SOUTHWEST OF CROWN CITY, 1/2 MILE
 HY2230'SOUTH OF THE GALLIA-LAWRENCE COUNTY LINE, 1/2 MILE WEST OF THE
 HY2230'OHIO RIVER AND ON PROPERTY OWNED BY MR. LON ROSTER, WHO LIVES
 HY2230'1 MILE SOUTHWEST OF THE STATION.
 HY2230'
 HY2230'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 HY2230'AND 553 AT THE NORTH EDGE OF CROWN CITY, GO SOUTH ON HIGHWAY 7
 HY2230'FOR 0.8 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY
 HY2230'ON A GRAVELED ROAD FOR 1.25 MILES TO A T-ROAD.  TURN LEFT,
 HY2230'KEEPING TO THE LEFT AT A FORK AND GO SOUTHERLY FOR 0.35 MILE
 HY2230'TO A POLE GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE,
 HY2230'AND GO EASTERLY ON FARM ROAD FOR 0.2 MILE TO A POLE GATE.
 HY2230'PASS THROUGH GATE AND GO 0.2 MILE TO THE HOME OF MR. ROY
 HY2230'WILLIAMS.  TURN LEFT, PASSING TO THE NORTH SIDE OF A BARN
 HY2230'AND GO EASTERLY FOR 0.15 MILE TO A GATE.  PASS THROUGH GATE
 HY2230'AND GO EASTERLY ON A TRACK ROAD FOR 0.4 MILE TO A GATE.
 HY2230'PASS THROUGH GATE AND GO SOUTHEASTERLY FOR 0.05 MILE TO AN
 HY2230'OLD WATER WELL.  TURN LEFT AND GO EASTERLY ON A TRACK ROAD FOR
 HY2230'0.25 MILE TO A GATE.  PASS THROUGH GATE AND GO UP HILL FOR
 HY2230'0.15 MILE TO THE RUINS OF A CONCRETE BLOCK HOUSE.  BEAR
 HY2230'RIGHT AROUND HOUSE THEN LEFT BETWEEN HOUSE AND BARN FOR 0.1
 HY2230'MILE TO A FENCE.  TURN SHARP RIGHT AND GO UPHILL FOR 0.05 MILE
 HY2230'TO THE TOP OF THE HILL AND THE STATION.
 HY2230'
 HY2230'STATION MARKS ARE STANDARD DISKS STAMPED---CROWN 1976---.
 HY2230'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HY2230'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 HY2230'ON THE HIGHEST AND MOST EASTERLY PART OF THE HILL.  THE
 HY2230'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 HY2230'INCHES BELOW THE GROUND.
 HY2230'
 HY2230'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---CROWN NO 1
 HY2230'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HY2230'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS NEAR
 HY2230'THE HIGHEST PART OF THE HILL.  ABOUT THE SAME ELEVATION AS
 HY2230'THE STATION.
 HY2230'
 HY2230'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---CROWN NO 2
 HY2230'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HY2230'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS ON THE
 HY2230'HIGHEST PART OF THE HILL AND 15 FEET SOUTH OF THE INTERSECTION
 HY2230'OF FENCES. ABOUT 1 FOOT HIGHER THAN STATION.
 HY2230'
 HY2230'NO SUITABLE PLACE FOR AN AZMUTH MARK.
 HY2230'HEIGHT OF LIGHT ABOVE MARK WAS 1.4 METERS.
 HY2230'FOUR WHEEL DRIVE VEHICLE NEEDED IN WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2962 ***********************************************************************
 JZ2962  DESIGNATION -  CROWN POINT
 JZ2962  PID         -  JZ2962
 JZ2962  STATE/COUNTY-  OH/MONTGOMERY
 JZ2962  USGS QUAD   -  MIAMISBURG (1987)
 JZ2962
 JZ2962                         *CURRENT SURVEY CONTROL
 JZ2962  ___________________________________________________________________
 JZ2962* NAD 83(1995)-  39 44 48.02716(N)    084 16 08.97319(W)     ADJUSTED  
 JZ2962* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 JZ2962  ___________________________________________________________________
 JZ2962  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 JZ2962  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JZ2962
 JZ2962  HORZ ORDER  -  FIRST
 JZ2962
 JZ2962.The horizontal coordinates were established by classical geodetic methods
 JZ2962.and adjusted by the National Geodetic Survey in April 1998..
 JZ2962
 JZ2962.The orthometric height was scaled from a topographic map.
 JZ2962
 JZ2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2962
 JZ2962.The geoid height was determined by GEOID03.
 JZ2962
 JZ2962;                    North         East     Units Scale Factor Converg.
 JZ2962;SPC OH S     -   195,391.661   448,384.273   MT  0.99995586   -1 07 21.2
 JZ2962;UTM  16      - 4,403,207.883   733,979.195   MT  1.00027405   +1 44 48.8
 JZ2962
 JZ2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2962!SPC OH S     -   0.99995864  x   0.99995586  =   0.99991450
 JZ2962!UTM  16      -   0.99995864  x   1.00027405  =   1.00023268
 JZ2962
 JZ2962:                Primary Azimuth Mark                     Grid Az
 JZ2962:SPC OH S     -  HOME                                     078 30 42.8
 JZ2962:UTM  16      -  HOME                                     075 38 32.8
 JZ2962
 JZ2962|---------------------------------------------------------------------|
 JZ2962| PID    Reference Object                     Distance      Geod. Az  |
 JZ2962|                                                           dddmmss.s |
 JZ2962| JZ2970 HOME                                APPROX. 1.4 KM 0772321.6 |
 JZ2962|---------------------------------------------------------------------|
 JZ2962
 JZ2962                          SUPERSEDED SURVEY CONTROL
 JZ2962
 JZ2962  NAD 83(1986)-  39 44 48.03886(N)    084 16 08.97803(W) AD(       ) 1
 JZ2962  NAD 27      -  39 44 47.83100(N)    084 16 09.18600(W) AD(       ) 1
 JZ2962
 JZ2962.Superseded values are not recommended for survey control.
 JZ2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2962.See file dsdata.txt to determine how the superseded data were derived.
 JZ2962
 JZ2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3397903208(NAD 83)
 JZ2962_MARKER: DS = TRIANGULATION STATION DISK
 JZ2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2962_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ2962_MARK LOGO: CGS   
 JZ2962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2962+STABILITY: SURFACE MOTION
 JZ2962
 JZ2962  HISTORY     - Date     Condition        Report By
 JZ2962  HISTORY     - 1927     MONUMENTED       CGS
 JZ2962  HISTORY     - 1955     MARK NOT FOUND   CGS
 JZ2962  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ2962
 JZ2962                          STATION DESCRIPTION
 JZ2962
 JZ2962'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ2962'STATION IS AT THE CURVE WHERE 3RD STREET W JOINS THE EATON PIKE. IT
 JZ2962'IS ABOUT 69 METERS (325 FEET) W OF THE NW CORNER OF THE SOLDIERS
 JZ2962'HOME GROUNDS, 4.60 METERS (15.1 FEET) S OF THE CENTER LINE OF THE
 JZ2962'STREET, ABOUT 37 METERS (120 FEET) E OF STOP NO. 2 ON THE D. AND
 JZ2962'W.
 JZ2962'
 JZ2962'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 JZ2962'
 JZ2962'HEIGHT OF SIGNAL ABOVE STATION MARK- 1.2 METERS.
 JZ2962
 JZ2962                          STATION RECOVERY (1955)
 JZ2962
 JZ2962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JLS)
 JZ2962'STATION NOT FOUND.
 JZ2962
 JZ2962                          STATION RECOVERY (1967)
 JZ2962
 JZ2962'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ2962'DESCRIPTION NO LONGER ACCURATE ENOUGH TO WARRANT DIGGING IN STREET
 JZ2962'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3066 ***********************************************************************
 JZ3066  DESIGNATION -  CULVERT
 JZ3066  PID         -  JZ3066
 JZ3066  STATE/COUNTY-  OH/MONTGOMERY
 JZ3066  USGS QUAD   -  BROOKVILLE (1987)
 JZ3066
 JZ3066                         *CURRENT SURVEY CONTROL
 JZ3066  ___________________________________________________________________
 JZ3066* NAD 83(1995)-  39 47 20.48838(N)    084 23 42.46890(W)     ADJUSTED  
 JZ3066* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 JZ3066  ___________________________________________________________________
 JZ3066  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 JZ3066  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JZ3066
 JZ3066  HORZ ORDER  -  FIRST
 JZ3066
 JZ3066.The horizontal coordinates were established by classical geodetic methods
 JZ3066.and adjusted by the National Geodetic Survey in May 1999..
 JZ3066
 JZ3066.The orthometric height was scaled from a topographic map.
 JZ3066
 JZ3066.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3066
 JZ3066.The geoid height was determined by GEOID03.
 JZ3066
 JZ3066;                    North         East     Units Scale Factor Converg.
 JZ3066;SPC OH S     -   200,311.637   437,688.850   MT  0.99996080   -1 12 09.0
 JZ3066;UTM  16      - 4,407,587.447   723,047.744   MT  1.00021253   +1 40 03.7
 JZ3066
 JZ3066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3066!SPC OH S     -   0.99995865  x   0.99996080  =   0.99991945
 JZ3066!UTM  16      -   0.99995865  x   1.00021253  =   1.00017117
 JZ3066
 JZ3066:                Primary Azimuth Mark                     Grid Az
 JZ3066:SPC OH S     -  KRETZER                                  180 55 48.1
 JZ3066:UTM  16      -  KRETZER                                  178 03 35.4
 JZ3066
 JZ3066|---------------------------------------------------------------------|
 JZ3066| PID    Reference Object                     Distance      Geod. Az  |
 JZ3066|                                                           dddmmss.s |
 JZ3066| JZ3044 KRETZER                             APPROX. 1.6 KM 1794339.1 |
 JZ3066|---------------------------------------------------------------------|
 JZ3066
 JZ3066                          SUPERSEDED SURVEY CONTROL
 JZ3066
 JZ3066  NAD 83(1995)-  39 47 20.48836(N)    084 23 42.46900(W) AD(       ) 1
 JZ3066  NAD 83(1986)-  39 47 20.50187(N)    084 23 42.46653(W) AD(       ) 1
 JZ3066  NAD 27      -  39 47 20.29700(N)    084 23 42.65000(W) AD(       ) 1
 JZ3066
 JZ3066.Superseded values are not recommended for survey control.
 JZ3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3066.See file dsdata.txt to determine how the superseded data were derived.
 JZ3066
 JZ3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2304807587(NAD 83)
 JZ3066_MARKER: DS = TRIANGULATION STATION DISK
 JZ3066_SETTING: 0 = UNSPECIFIED SETTING
 JZ3066
 JZ3066  HISTORY     - Date     Condition        Report By
 JZ3066  HISTORY     - 1927     MONUMENTED       CGS
 JZ3066  HISTORY     - 1959     MARK NOT FOUND   USGS
 JZ3066
 JZ3066                          STATION DESCRIPTION
 JZ3066
 JZ3066'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3066'STATION IS 3 MILES N AND 1/2 MILE W OF NEW LEBANON. IT IS A STANDARD
 JZ3066'DISK CEMENTED INTO THE TOP OF THE ABUTMENT OF THE CULVERT IN
 JZ3066'THE NW CORNER OF THE INTERSECTION OF THE AMITY AND THE CLAYTON
 JZ3066'SECTION LINE ROADS. IT IS 0.64 METER (2.09 FEET) FROM THE
 JZ3066'S END OF THE ABUTMENT. THE TOP OF THE ABUTMENT IS ABOUT 1-1/2 FEET
 JZ3066'ABOVE THE SURFACE OF THE ROAD.
 JZ3066'
 JZ3066'HEIGHT OF SIGNAL ABOVE STATION MARK- 4 METERS.
 JZ3066
 JZ3066                          STATION RECOVERY (1959)
 JZ3066
 JZ3066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JZ3066'STATION DESTROYED.  THE CULVERT AT THIS LOCATION HAS BEEN REPLACED BY
 JZ3066'NEWER CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1063 ***********************************************************************
 KY1063  DESIGNATION -  CULVERT CHS SQ
 KY1063  PID         -  KY1063
 KY1063  STATE/COUNTY-  OH/MAHONING
 KY1063  USGS QUAD   -  DAMASCUS (1994)
 KY1063
 KY1063                         *CURRENT SURVEY CONTROL
 KY1063  ___________________________________________________________________
 KY1063* NAD 83(1986)-  40 55 14.     (N)    080 59 10.     (W)     SCALED    
 KY1063* NAVD 88     -       348.491  (meters)    1143.34   (feet)  ADJUSTED  
 KY1063  ___________________________________________________________________
 KY1063  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KY1063  DYNAMIC HT  -         348.325 (meters)    1142.80  (feet)  COMP
 KY1063  MODELED GRAV-     980,138.6   (mgal)                       NAVD 88
 KY1063
 KY1063  VERT ORDER  -  FIRST     CLASS I
 KY1063
 KY1063.The horizontal coordinates were scaled from a topographic map and have
 KY1063.an estimated accuracy of +/- 6 seconds.
 KY1063
 KY1063.The orthometric height was determined by differential leveling
 KY1063.and adjusted by the National Geodetic Survey in June 1991..
 KY1063
 KY1063.The geoid height was determined by GEOID03.
 KY1063
 KY1063.The dynamic height is computed by dividing the NAVD 88
 KY1063.geopotential number by the normal gravity value computed on the
 KY1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1063.degrees latitude (g = 980.6199 gals.).
 KY1063
 KY1063.The modeled gravity was interpolated from observed gravity values.
 KY1063
 KY1063;                    North         East    Units  Estimated Accuracy
 KY1063;SPC OH N     -   140,350.      727,510.      MT  (+/- 180 meters Scaled)
 KY1063
 KY1063                          SUPERSEDED SURVEY CONTROL
 KY1063
 KY1063  NGVD 29 (??/??/92)  348.645  (m)         1143.85   (f) ADJ UNCH    1 1
 KY1063
 KY1063.Superseded values are not recommended for survey control.
 KY1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1063.See file dsdata.txt to determine how the superseded data were derived.
 KY1063
 KY1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF011299(NAD 83)
 KY1063_MARKER: Q = CHISELED SQUARE
 KY1063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1063_SP_SET: CULVERT
 KY1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1063
 KY1063  HISTORY     - Date     Condition        Report By
 KY1063  HISTORY     - UNK      MONUMENTED       CGS
 KY1063  HISTORY     - 1966     GOOD             NGS
 KY1063
 KY1063                          STATION DESCRIPTION
 KY1063
 KY1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1063'0.4 MI E FROM BELOIT.
 KY1063'ABOUT 0.4 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1063'CROSSING OF STATE HIGHWAY 173 AT BELOIT, ABOUT 0.4 MILE WEST OF
 KY1063'MILEPOST P 77, ON TOP OF THE NORTHWEST CORNER OF THE NORTH HEAD
 KY1063'WALL OF A 4-FOOT STONE BOX CULVERT, IN SECTION 25, R 5 W, T 18 N,
 KY1063'8.6 FEET NORTH OF THE NORTH RAIL OF THE NEAR TRACK, 10 RAILS EAST
 KY1063'OF SIGNAL BRIDGE NO. 776 AND 3 FEET BELOW THE LEVEL OF THE TRACK.
 KY1063'NOTE-- A 2-INCH OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1861 ***********************************************************************
 KZ1861  DESIGNATION -  CUMMONS
 KZ1861  PID         -  KZ1861
 KZ1861  STATE/COUNTY-  OH/LICKING
 KZ1861  USGS QUAD   -  UTICA (1974)
 KZ1861
 KZ1861                         *CURRENT SURVEY CONTROL
 KZ1861  ___________________________________________________________________
 KZ1861* NAD 83(1995)-  40 09 40.16577(N)    082 22 35.63946(W)     ADJUSTED  
 KZ1861* NAVD 88     -       380.     (meters)    1247.     (feet)  SCALED    
 KZ1861  ___________________________________________________________________
 KZ1861  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 KZ1861  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KZ1861
 KZ1861  HORZ ORDER  -  FIRST
 KZ1861
 KZ1861.The horizontal coordinates were established by classical geodetic methods
 KZ1861.and adjusted by the National Geodetic Survey in April 1998..
 KZ1861
 KZ1861.The orthometric height was scaled from a topographic map.
 KZ1861
 KZ1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1861
 KZ1861.The geoid height was determined by GEOID03.
 KZ1861
 KZ1861;                    North         East     Units Scale Factor Converg.
 KZ1861;SPC OH S     -   239,934.554   610,515.929   MT  1.00002779   +0 04 42.0
 KZ1861;SPC OH N     -    54,920.046   610,516.302   MT  1.00006326   +0 04 51.9
 KZ1861;UTM  17      - 4,446,552.664   382,771.475   MT  0.99976917   -0 53 16.5
 KZ1861
 KZ1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1861!SPC OH S     -   0.99994573  x   1.00002779  =   0.99997352
 KZ1861!SPC OH N     -   0.99994573  x   1.00006326  =   1.00000899
 KZ1861!UTM  17      -   0.99994573  x   0.99976917  =   0.99971491
 KZ1861
 KZ1861|---------------------------------------------------------------------|
 KZ1861| PID    Reference Object                     Distance      Geod. Az  |
 KZ1861|                                                           dddmmss.s |
 KZ1861| CE5934 CUMMONS RM 1                         48.587 METERS 12716     |
 KZ1861| CE5933 CUMMONS AZ MK                                      1801056.4 |
 KZ1861| CE5935 CUMMONS RM 2                         35.280 METERS 23043     |
 KZ1861|---------------------------------------------------------------------|
 KZ1861
 KZ1861                          SUPERSEDED SURVEY CONTROL
 KZ1861
 KZ1861  NAD 83(1986)-  40 09 40.17250(N)    082 22 35.64865(W) AD(       ) 1
 KZ1861  NAD 27      -  40 09 39.93400(N)    082 22 36.09500(W) AD(       ) 1
 KZ1861
 KZ1861.Superseded values are not recommended for survey control.
 KZ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1861.See file dsdata.txt to determine how the superseded data were derived.
 KZ1861
 KZ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8277146553(NAD 83)
 KZ1861_MARKER: DS = TRIANGULATION STATION DISK
 KZ1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1861
 KZ1861  HISTORY     - Date     Condition        Report By
 KZ1861  HISTORY     - 1933     MONUMENTED       CGS
 KZ1861  HISTORY     - 1959     GOOD             CGS
 KZ1861
 KZ1861                          STATION DESCRIPTION
 KZ1861
 KZ1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ1861'ABOUT 8 MILES
 KZ1861'NORTH OF NEWARK
 KZ1861'AND 2-1/2 MILES EAST-SOUTHEAST OF ST. LOUISVILLE,
 KZ1861'ON LAND OWNED BY K.C. CUMMONS.
 KZ1861'
 KZ1861'TO REACH FROM NEWARK, GO NORTH ON STATE HIGHWAY 13 ABOUT
 KZ1861'8.5 MILES TO ST.
 KZ1861'LOUISVILLE, TURN RIGHT (EAST) ON GRAVEL ROAD
 KZ1861'IN SOUTH EDGE OF ST. LOUISVILLE AND
 KZ1861'PROCEED 0.6 MILE TO T-ROAD
 KZ1861'RIGHT, CONTINUE AHEAD ON WINDING ROAD UP HILL 1.1 MILE
 KZ1861'TO T-
 KZ1861'ROAD, TURN RIGHT AND PROCEED SOUTH AND EAST 1.0 MILE TO CROSSROADS
 KZ1861'AT SUMMIT OF
 KZ1861'GRADE, TURN RIGHT (SOUTH) AND PROCEED 0.2
 KZ1861'MILE TO TRAIL LEADING TO LEFT
 KZ1861'JUST BEYOND A DOUBLE 15-INCH OAK
 KZ1861'WITH A TRIANGULAR BLAZE ON THE EAST SIDE (THE
 KZ1861'TREE IS ON THE
 KZ1861'WEST SIDE OF THE ROAD), TURN LEFT ON TRAIL AND PROCEED 0.05
 KZ1861'MILE, TURN
 KZ1861'LEFT AND GO SLIGHTLY UP HILL 80 FEET TO THE STATION,
 KZ1861'WHICH IS IN A GROVE OF TREES
 KZ1861'ALONG THE CREST OF THE RIDGE AND
 KZ1861'ABOUT 10 FEET SOUTH THEREFROM.  THERE IS A
 KZ1861'PEACH ORCHARD ON
 KZ1861'THE NORTH SLOPE OF THE HILL AND ON OPEN FIELD ON THE SOUTH
 KZ1861'SLOPE.
 KZ1861'MARK PROJECTS 5 INCHES ABOVE THE GROUND.
 KZ1861'
 KZ1861'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 KZ1861'STANDARD BRONZE
 KZ1861'DISKS IN CONCRETE.
 KZ1861'
 KZ1861'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 6 FEET
 KZ1861'SOUTH OF THE
 KZ1861'CENTER LINE OF THE TRAIL LEADING TO THE STATION,
 KZ1861'20 FEET WEST OF THE WEST EDGE
 KZ1861'OF WOODS AND PROJECTS 6 INCHES
 KZ1861'ABOVE THE GROUND.  REFERENCE MARK NO. 2 IS
 KZ1861'WEST-SOUTHWEST OF
 KZ1861'THE STATION, 7 FEET NORTH OF THE CENTER LINE OF THE TRAIL AND
 KZ1861'PROJECTS 8
 KZ1861'INCHES ABOVE THE GROUND.
 KZ1861'
 KZ1861'AZIMUTH MARK IS ABOUT 1 MILE SOUTH OF THE STATION ALONG
 KZ1861'EAST-WEST ROAD ON
 KZ1861'THE NEXT RIDGE SOUTH OF THE STATION, 22 FEET
 KZ1861'SOUTH OF THE CENTER LINE OF THE
 KZ1861'ROAD, 100 FEET WEST OF CENTER
 KZ1861'LINE OF NORTH-SOUTH ROAD, 20 FEET EAST OF A
 KZ1861'12-INCH OAK AND
 KZ1861'PROJECTS 7 INCHES ABOVE THE GROUND.
 KZ1861'
 KZ1861'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KZ1861
 KZ1861                          STATION RECOVERY (1959)
 KZ1861
 KZ1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1861'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 KZ1861'THE AZIMUTH MARK
 KZ1861'WERE RECOVERED IN GOOD CONDITION.
 KZ1861'
 KZ1861'THE DIRECTIONS TO REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 KZ1861'AZIMUTH MARK WERE VERIFIED.
 KZ1861'
 KZ1861'SLOPE DISTANCE MEASUREMENTS TO REFERENCE MARKS NOS. 1 AND 2 WERE NOT
 KZ1861'FEASABLE DUE TO UNDERGROWTH
 KZ1861'AND TERRAIN.  HORIZONTAL DISTANCES WERE MEASURED AND SLOPE DISTANCES
 KZ1861'COMPUTED.  THE SLOPE DISTANCE TO
 KZ1861'RM 1 IS 159.07 FT., 0.33 FT. LESS THAN THE 1933 MEASUREMETN,
 KZ1861'THE SLOPE DISTANCE TO RM 2 IS 115.49 FT., 0.16 FT.
 KZ1861'LESS THAN THE 1933 MEASUREMENT.
 KZ1861'
 KZ1861'A COMPLETE NEW
 KZ1861'DESCRIPTION FOLLOWS-
 KZ1861'
 KZ1861'THE STATION IS ABOUT 8 MILES NORTH OF NEWARK, 2.5 MILES SOUTHEAST OF
 KZ1861'ST. LOUISVILLE, ON PROPERTY OWNED
 KZ1861'BY MR. D.C. CUMMONS.
 KZ1861'
 KZ1861'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 13 IN
 KZ1861'NEWARK, GO NORTHERLY ON
 KZ1861'HIGHWAY 13 FOR 7.65 MILES TO A BLACKTOP SIDE ROAD ON THE RIGHT
 KZ1861'(COUNTY ROUTE 202), IN THE
 KZ1861'VILLAGE OF ST. LOUISVILLE.  TURN RIGHT AND GO EASTERLY ON ROUTE 202
 KZ1861'FOR 0.7 MILE TO ROUTE 203 ON THE
 KZ1861'RIGHT AND THE END OF BLACKTOP PAVEMENT.  CONTINUE
 KZ1861'STRAIGHT AHEAD ON COMBINED ROUTES 202 AND 203 FOR
 KZ1861'1.2 MILES TO ROUTE 203 ON THE LEFT.
 KZ1861'TURN RIGHT AND CONTINUE ON ROUTE 202 FOR 1.0 MILE TO THE
 KZ1861'INTERSECTION OF ROUTE 204.  TURN
 KZ1861'RIGHT ON 204 AND GO SOUTH FOR 0.2 MILE TO A WOODS ROAD AND A HICKORY
 KZ1861'TREE WITH A TRIANGULAR BLAZE ON
 KZ1861'THE LEFT AT THE TOP OF A HILL.  TURN LEFT AND GO 0.05 MILE TO A
 KZ1861'WOODS ROAD ON THE LEFT.  BEAR LEFT AND
 KZ1861'GO ABOUT 30 YARDS TO THE CREST OF THE HILL AND
 KZ1861'THE STATION.  TO REACH THE AZIMUTH MARK, CONTINUE
 KZ1861'STRAIGHT AHEAD ON ROUTE 204 FROM THE
 KZ1861'BLAZED HICKORY AT THE TOP OF THE HILL FOR 0.9 MILE TO A SIDE ROAD ON
 KZ1861'THE RIGHT.  TURN RIGHT AND GO 0.05
 KZ1861'MILE TO THE AZIMUTH MARK ON THE LEFT.
 KZ1861'
 KZ1861'STATION MARKS ARE STANDARD DISKS STAMPED CUMMONS 1933.  THE SURFACE
 KZ1861'DISK IS SET IN A CONCRETE
 KZ1861'CYLINDER WHICH PROJECTS 3 INCHES.  IT IS 88 FEET NORTH OF THE
 KZ1861'CENTERLINE OF THE WOODS ROAD AND 11
 KZ1861'FEET WEST OF A TRIANGLE BLAZE ON A 6-INCH HICKORY TREE.  A
 KZ1861'STANDARD METAL WITNESS POST WAS SET 1.6
 KZ1861'FEET NORTHEAST OF THE MARK.  THE UNDERGROUND
 KZ1861'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE.
 KZ1861'
 KZ1861'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CUMMONS NO 1 1933, IS
 KZ1861'SET IN A CONCRETE
 KZ1861'CYLINDER WHICH PROJECTS 8 INCHES.  IT IS 22 FEET WEST OF A 10-INCH
 KZ1861'DECIDUOUS TREE AND 11 FEET SOUTH
 KZ1861'OF THE CENTERLINE OF THE WOODS ROAD.
 KZ1861'
 KZ1861'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CUMMONS NO 2 1933, IS
 KZ1861'SET IN A CONCRETE
 KZ1861'CYLINDER WHICH PROJECTS 12 INCHES.  IT IS 191 FEET EAST OF THE
 KZ1861'CENTERLINE OF ROUTE 204 AND 7 FEET
 KZ1861'NORTH OF THE CENTERLINE OF THE WOODS ROAD.
 KZ1861'
 KZ1861'AZIMUTH MARK IS A STANDARD DISK STAMPED CUMMONS 1933, SET IN A
 KZ1861'CONCRETE CYLINDER WHICH
 KZ1861'PROJECTS 10 INCHES.  IT IS 121 FEET WEST OF THE CENTERLINE OF ROUTE
 KZ1861'204, 22 FEET SOUTH OF THE
 KZ1861'CENTERLINE OF THE GRAVEL ROAD AND 20 FEET EAST OF AN 18-INCH OAK
 KZ1861'TREE.  A STANDARD METAL WITNESS
 KZ1861'POST WAS SET 2 FEET EAST OF THE MARK.
 KZ1861'
 KZ1861'NOTE- A 90 FOOT TOWER WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3271 ***********************************************************************
 JZ3271  DESIGNATION -  CURREY
 JZ3271  PID         -  JZ3271
 JZ3271  STATE/COUNTY-  OH/PREBLE
 JZ3271  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ3271
 JZ3271                         *CURRENT SURVEY CONTROL
 JZ3271  ___________________________________________________________________
 JZ3271* NAD 83(1995)-  39 44 06.58217(N)    084 35 22.83266(W)     ADJUSTED  
 JZ3271* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 JZ3271  ___________________________________________________________________
 JZ3271  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 JZ3271  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JZ3271
 JZ3271  HORZ ORDER  -  FIRST
 JZ3271
 JZ3271.The horizontal coordinates were established by classical geodetic methods
 JZ3271.and adjusted by the National Geodetic Survey in April 1998..
 JZ3271
 JZ3271.The orthometric height was scaled from a topographic map.
 JZ3271
 JZ3271.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3271
 JZ3271.The geoid height was determined by GEOID03.
 JZ3271
 JZ3271;                    North         East     Units Scale Factor Converg.
 JZ3271;SPC OH S     -   194,700.741   420,891.178   MT  0.99995461   -1 19 33.4
 JZ3271;UTM  16      - 4,401,141.543   706,548.458   MT  1.00012526   +1 32 28.8
 JZ3271
 JZ3271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3271!SPC OH S     -   0.99995664  x   0.99995461  =   0.99991125
 JZ3271!UTM  16      -   0.99995664  x   1.00012526  =   1.00008189
 JZ3271
 JZ3271:                Primary Azimuth Mark                     Grid Az
 JZ3271:SPC OH S     -  CURREY AZ MK                             013 02 37.8
 JZ3271:UTM  16      -  CURREY AZ MK                             010 10 35.6
 JZ3271
 JZ3271|---------------------------------------------------------------------|
 JZ3271| PID    Reference Object                     Distance      Geod. Az  |
 JZ3271|                                                           dddmmss.s |
 JZ3271| CC8553 CURREY AZ MK                                       0114304.4 |
 JZ3271| JZ3272 WEST ALEXANDRIA MUN SPIPE           APPROX. 5.2 KM 0763041.9 |
 JZ3271| CC8554 CURREY RM 1                          43.355 METERS 12530     |
 JZ3271| JZ3275 EATON METHODIST CHURCH SPIRE        APPROX. 3.9 KM 2863417.5 |
 JZ3271| CC8555 CURREY RM 2                          26.510 METERS 35205     |
 JZ3271|---------------------------------------------------------------------|
 JZ3271
 JZ3271                          SUPERSEDED SURVEY CONTROL
 JZ3271
 JZ3271  NAD 83(1986)-  39 44 06.58969(N)    084 35 22.84406(W) AD(       ) 1
 JZ3271  NAD 27      -  39 44 06.40300(N)    084 35 23.01900(W) AD(       ) 1
 JZ3271
 JZ3271.Superseded values are not recommended for survey control.
 JZ3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3271.See file dsdata.txt to determine how the superseded data were derived.
 JZ3271
 JZ3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK0654801142(NAD 83)
 JZ3271_MARKER: DS = TRIANGULATION STATION DISK
 JZ3271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3271
 JZ3271  HISTORY     - Date     Condition        Report By
 JZ3271  HISTORY     - 1938     MONUMENTED       CGS
 JZ3271  HISTORY     - 1959     SEE DESCRIPTION  USGS
 JZ3271
 JZ3271                          STATION DESCRIPTION
 JZ3271
 JZ3271'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ3271'STATION IS LOCATED ABOUT 3 MILES E BY S OF EATON, 0.5 MILE S OF U.S.
 JZ3271'35, 0.35 MILE E OF THE N-S, GRAVEL, COUNTY ROAD, ON THE HIGHEST
 JZ3271'POINT OF THE PASTURE LAND OWNED BY MR. HARRY CURREY, ON THE W SIDE OF
 JZ3271'THE PASTURE, 35 FEET E OF THE FENCE LINE, 38 FEET E OF A 10-
 JZ3271'INCH TREE, 24 FEET E OF THE CENTER LINE OF THE FARM ROAD, 10 FEET S
 JZ3271'OF THE OLD FENCE LINE, AND PROJECTS 4 INCHES.
 JZ3271'
 JZ3271'SURFACE, UNDERGROUND, REFERENCE NO.1, REFERENCE NO.2 AND AZIMUTH
 JZ3271'MARKS ARE STANDARD BRONZE DISKS IN CONCRETE AND A BOULDER.
 JZ3271'
 JZ3271'REFERENCE MARK NO.1 IS 142.24 FEET 43.355 METERS SE OF THE STATION,
 JZ3271'IS SET IN A LARGE OUTCROPPING BOULDER 2 BY 4 FEET, 49 PACES E
 JZ3271'OF THE N-S FENCE LINE, BOULDER PROJECTS 1 FOOT. REFERENCE MARK NO. 2
 JZ3271'IS 86.975 FEET 26.510 METERS N OF THE STATION, SET 10 FEET E OF
 JZ3271'THE CENTER LINE OF FARM ROAD, 20 FEET E OF THE FENCE LINE, AND
 JZ3271'PROJECTS 4 INCHES.
 JZ3271'
 JZ3271'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NNE OF THE STATION, ON THE N
 JZ3271'SIDE OF U.S. 35, 35 FEET N OF THE CENTER LINE OF THE ROAD, 1 FOOT
 JZ3271'SE OF THE D.P. AND L. POLE 64172 10 FEET S OF THE FENCE LINE, AND
 JZ3271'PROJECTS 4 INCHES.
 JZ3271'
 JZ3271'TO REACH THE STATION FROM THE JUNCTION OF 35 AND U.S. 137 AT THE
 JZ3271'COURTHOUSE IN EATON, GO E ON 35 FOR 2.3 MILES TO A GRAVEL T-ROAD
 JZ3271'R, S, DIRECTLY OPPOSITE A LARGE RED BARN, TURN S AND GO 0.5 MILE TO A
 JZ3271'PRIVATE DIRT T-ROAD L, TURN E AND CONTINUE 0.35 MILE TO A GATE
 JZ3271'AT THE NW CORNER OF THE PASTURE, FOLLOW DIRT ROAD S TO THE HIGHEST
 JZ3271'POINT OF THE PASTURE.
 JZ3271'
 JZ3271'A LIGHT AT 100 FEET AT WAMPLER IS VISIBLE AT 15 FEET.
 JZ3271'
 JZ3271'A LIGHT AT 100 FEET AT COBLENTZ IS VISIBLE AT 37 FEET.
 JZ3271'
 JZ3271'A LIGHT AT 100 FEET AT SOUTHARD IS VISIBLE AT 37 FEET.
 JZ3271'
 JZ3271'A LIGHT AT 100 FEET AT CAMDEN 1932 IS VISIBLE AT 64 FEET.
 JZ3271'
 JZ3271'A LIGHT AT 100 FEET AT POOS IS VISIBLE AT 37 FEET.
 JZ3271'
 JZ3271'A LIGHT AT 100 FEET AT EATON 1932 IS VISIBLE AT 50 FEET.
 JZ3271'
 JZ3271'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JZ3271
 JZ3271                          STATION RECOVERY (1959)
 JZ3271
 JZ3271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JZ3271'STATION AND POST LYING IN FENCE ROW, REMOVED WHEN FIELD WAS RID OF
 JZ3271'BOULDERS.
 JZ3271'
 JZ3271'REFERENCE MARK 2 AND THE AZIMUTH MARK OKAY, REFERENCE MARK 1 WAS NOT
 JZ3271'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1733 ***********************************************************************
 MC1733  DESIGNATION -  CURTICE
 MC1733  PID         -  MC1733
 MC1733  STATE/COUNTY-  OH/LUCAS
 MC1733  USGS QUAD   -  RENO BEACH (1967)
 MC1733
 MC1733                         *CURRENT SURVEY CONTROL
 MC1733  ___________________________________________________________________
 MC1733* NAD 83(1995)-  41 39 10.56410(N)    083 22 14.71024(W)     ADJUSTED  
 MC1733* NAVD 88     -       178.4    (meters)     585.     (feet)  GPS OBS   
 MC1733  ___________________________________________________________________
 MC1733  X           -     550,993.618 (meters)                     COMP
 MC1733  Y           -  -4,740,901.666 (meters)                     COMP
 MC1733  Z           -   4,216,973.743 (meters)                     COMP
 MC1733  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 MC1733  ELLIP HEIGHT-         142.94  (meters)          (10/07/05) GPS OBS
 MC1733  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC1733
 MC1733  HORZ ORDER  -  FIRST
 MC1733  ELLP ORDER  -  FOURTH    CLASS I
 MC1733
 MC1733.The horizontal coordinates were established by GPS observations
 MC1733.and adjusted by the National Geodetic Survey in April 1998..
 MC1733
 MC1733.The orthometric height was determined by GPS observations and a
 MC1733.high-resolution geoid model.
 MC1733
 MC1733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1733
 MC1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1733
 MC1733.The ellipsoidal height was determined by GPS observations
 MC1733.and is referenced to NAD 83.
 MC1733
 MC1733.The geoid height was determined by GEOID03.
 MC1733
 MC1733;                    North         East     Units Scale Factor Converg.
 MC1733;SPC OH N     -   220,934.935   527,468.619   MT  0.99999126   -0 34 19.3
 MC1733;UTM  17      - 4,613,958.333   302,589.949   MT  1.00007959   -1 34 34.1
 MC1733
 MC1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1733!SPC OH N     -   0.99997758  x   0.99999126  =   0.99996884
 MC1733!UTM  17      -   0.99997758  x   1.00007959  =   1.00005717
 MC1733
 MC1733                          SUPERSEDED SURVEY CONTROL
 MC1733
 MC1733  ELLIP H (04/01/98)  143.00   (m)                       GP(       ) 4 1
 MC1733  NAD 83(1995)-  41 39 10.56408(N)    083 22 14.71022(W) AD(       ) 1
 MC1733  NAD 83(1986)-  41 39 10.57849(N)    083 22 14.72849(W) AD(       ) 1
 MC1733
 MC1733.Superseded values are not recommended for survey control.
 MC1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1733.See file dsdata.txt to determine how the superseded data were derived.
 MC1733
 MC1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0259013958(NAD 83)
 MC1733_MARKER: DD = SURVEY DISK
 MC1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1733_SP_SET: CONCRETE POST
 MC1733_STAMPING: CURTICE 1993
 MC1733_MARK LOGO: OH-095
 MC1733_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1733+STABILITY: SURFACE MOTION
 MC1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1733+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1733
 MC1733  HISTORY     - Date     Condition        Report By
 MC1733  HISTORY     - 1993     MONUMENTED       OH-095
 MC1733
 MC1733                          STATION DESCRIPTION
 MC1733
 MC1733'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1733'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 0.25 MILES EAST OF
 MC1733'THE EAST BOUNDARY OF THE CITY OF OREGON.
 MC1733'TO REACH THE STATION FROM SAINT CHARLES HOSPITAL AT THE INTERSECTION
 MC1733'OF NAVARRE AVENUE (STATE ROUTE 2) AND WHEELING ROAD PROCEED EAST
 MC1733'ALONG NAVARRE AVENUE (STATE ROUTE 2) 6.0 MILES TO ITS INTERSECTION
 MC1733'WITH NORTH CURTICE ROAD.  TURN LEFT AND PROCEED NORTH ALONG NORTH
 MC1733'CURTICE ROAD 1.0 MILES TO ITS INTERSECTION WITH SEAMAN ROAD AND THE
 MC1733'STATION ON THE LEFT IN THE NORTHWEST CORNER OF THE INTERSECTION .
 MC1733'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1733'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 0.2 FEET BELOW THE GROUND
 MC1733'SURFACE AND IS STAMPED --1993 CURTICE--.
 MC1733'THE STATION IS 10.0 FEET NORTH FROM THE EDGE OF PAVEMENT OF SEAMAN
 MC1733'ROAD, 60.0 FEET EAST FROM THE EAST EDGE OF A CULVERT, 33.2 FEET SOUTH
 MC1733'FROM A NAIL AND SHINER IN A POWER POLE, AND 31.4 FEET SOUTHWEST FROM
 MC1733'A GUARD RAIL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1394 ***********************************************************************
 MB1394  DESIGNATION -  CUYAHOGA
 MB1394  PID         -  MB1394
 MB1394  STATE/COUNTY-  OH/SUMMIT
 MB1394  USGS QUAD   -  AKRON WEST (1994)
 MB1394
 MB1394                         *CURRENT SURVEY CONTROL
 MB1394  ___________________________________________________________________
 MB1394* NAD 83(1995)-  41 06 19.28323(N)    081 31 27.84304(W)     ADJUSTED  
 MB1394* NAVD 88     -       276.108  (meters)     905.86   (feet)  ADJUSTED  
 MB1394  ___________________________________________________________________
 MB1394  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 MB1394  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB1394  DYNAMIC HT  -         275.987 (meters)     905.47  (feet)  COMP
 MB1394  MODELED GRAV-     980,178.8   (mgal)                       NAVD 88
 MB1394
 MB1394  HORZ ORDER  -  FIRST
 MB1394  VERT ORDER  -  FIRST     CLASS II
 MB1394
 MB1394.The horizontal coordinates were established by classical geodetic methods
 MB1394.and adjusted by the National Geodetic Survey in April 1998..
 MB1394
 MB1394.The orthometric height was determined by differential leveling
 MB1394.and adjusted by the National Geodetic Survey in June 1991..
 MB1394
 MB1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1394
 MB1394.The geoid height was determined by GEOID03.
 MB1394
 MB1394.The dynamic height is computed by dividing the NAVD 88
 MB1394.geopotential number by the normal gravity value computed on the
 MB1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1394.degrees latitude (g = 980.6199 gals.).
 MB1394
 MB1394.The modeled gravity was interpolated from observed gravity values.
 MB1394
 MB1394;                    North         East     Units Scale Factor Converg.
 MB1394;SPC OH N     -   160,219.060   681,944.694   MT  0.99993936   +0 38 27.3
 MB1394;UTM  17      - 4,550,585.215   455,967.303   MT  0.99962386   -0 20 41.2
 MB1394
 MB1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1394!SPC OH N     -   0.99996194  x   0.99993936  =   0.99990130
 MB1394!UTM  17      -   0.99996194  x   0.99962386  =   0.99958581
 MB1394
 MB1394:                Primary Azimuth Mark                     Grid Az
 MB1394:SPC OH N     -  POOL                                     160 29 36.4
 MB1394:UTM  17      -  POOL                                     161 28 44.9
 MB1394
 MB1394|---------------------------------------------------------------------|
 MB1394| PID    Reference Object                     Distance      Geod. Az  |
 MB1394|                                                           dddmmss.s |
 MB1394| MB1393 POOL                                APPROX. 0.7 KM 1610803.7 |
 MB1394| MB1395 UHLER                               347.952 METERS 35642     |
 MB1394|---------------------------------------------------------------------|
 MB1394
 MB1394                          SUPERSEDED SURVEY CONTROL
 MB1394
 MB1394  NAD 83(1986)-  41 06 19.29026(N)    081 31 27.84643(W) AD(       ) 1
 MB1394  NAD 27      -  41 06 19.09256(N)    081 31 28.41432(W) AD(       ) 1
 MB1394  NGVD 29 (??/??/92)  276.305  (m)          906.51   (f) ADJ UNCH    1 2
 MB1394
 MB1394.Superseded values are not recommended for survey control.
 MB1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1394.See file dsdata.txt to determine how the superseded data were derived.
 MB1394
 MB1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5596750585(NAD 83)
 MB1394_MARKER: DD = SURVEY DISK
 MB1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1394_STAMPING: CUYAHOGA
 MB1394_MARK LOGO: OH0070
 MB1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1394+STABILITY: SURFACE MOTION
 MB1394
 MB1394  HISTORY     - Date     Condition        Report By
 MB1394  HISTORY     - 1963     MONUMENTED       OH0070
 MB1394  HISTORY     - 1964     GOOD             CGS
 MB1394
 MB1394                          STATION DESCRIPTION
 MB1394
 MB1394'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1394'STATION IS ABOUT 1-3/4 MILES NORTH OF DOWNTOWN AKRON, 4 FEET WEST OF
 MB1394'THE CENTER OF CUYAHOGA STREET
 MB1394'AND IN THE 500 BLOCK OF CUYAHOGA STREET.  THE MARK IS 11.1 FEET EAST
 MB1394'OF THE WEST CURB, 19 FEET WEST OF
 MB1394'THE EAST CURB, 27 FEET SOUTHEAST OF A FIRE PLUG AND 47
 MB1394'FEET EAST OF NORTHEAST CORNER OF THE HOUSE AT 556
 MB1394'CUYAHOGA STREET.  IT IS A CITY OF
 MB1394'AKRON DISK STAMPED CUYAHOGA SET IN THE TOP OF A 6 INCH SQUARE
 MB1394'CONCRETE MONUMENT 4 INCHES
 MB1394'BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9
 MB1394'INCH IRON COVER.
 MB1394
 MB1394                          STATION RECOVERY (1964)
 MB1394
 MB1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1394'AT AKRON.
 MB1394'AT AKRON, 0.3 MILE NORTH ALONG CUYAHOGA STREET FROM THE
 MB1394'INTERSECTION OF WEST TALLMADGE AVENUE LEADING EAST AND TALLMADGE
 MB1394'PARKWAY LEADING WEST, 47 FEET EAST-SOUTHEAST OF THE NORTHEAST
 MB1394'CORNER OF HOUSE AT 556 CUYAHOGA STREET, 27 FEET SOUTHEAST OF A
 MB1394'FIRE HYDRANT, 19 FEET WEST OF THE WEST CURB OF THE STREET, 11
 MB1394'FEET EAST OF THE WEST CURB OF THE STREET, AND SET IN THE TOP OF
 MB1394'A CONCRETE POST 4 INCHES BELOW THE LEVEL OF THE SURFACE OF THE
 MB1394'STREET ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER
 MB1394'MARKED AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2738 ***********************************************************************
 MB2738  DESIGNATION -  CUYAHOGA FALLS MUN STANDPIPE
 MB2738  PID         -  MB2738
 MB2738  STATE/COUNTY-  OH/SUMMIT
 MB2738  USGS QUAD   -  HUDSON (1984)
 MB2738
 MB2738                         *CURRENT SURVEY CONTROL
 MB2738  ___________________________________________________________________
 MB2738* NAD 83(1995)-  41 07 32.40919(N)    081 27 57.63504(W)     ADJUSTED  
 MB2738* NAVD 88     -                                                        
 MB2738  ___________________________________________________________________
 MB2738  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 MB2738  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB2738
 MB2738  HORZ ORDER  -  THIRD
 MB2738
 MB2738.The horizontal coordinates were established by classical geodetic methods
 MB2738.and adjusted by the National Geodetic Survey in April 1998..
 MB2738
 MB2738
 MB2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2738
 MB2738.The geoid height was determined by GEOID03.
 MB2738
 MB2738;                    North         East     Units Scale Factor Converg.
 MB2738;SPC OH N     -   162,531.127   686,822.244   MT  0.99993965   +0 40 45.4
 MB2738;UTM  17      - 4,552,812.320   460,882.343   MT  0.99961883   -0 18 23.4
 MB2738
 MB2738                          SUPERSEDED SURVEY CONTROL
 MB2738
 MB2738  NAD 83(1986)-  41 07 32.41624(N)    081 27 57.63830(W) AD(       ) 4
 MB2738  NAD 27      -  41 07 32.21356(N)    081 27 58.21268(W) AD(       ) 3
 MB2738
 MB2738.Superseded values are not recommended for survey control.
 MB2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2738.See file dsdata.txt to determine how the superseded data were derived.
 MB2738
 MB2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6088252812(NAD 83)
 MB2738
 MB2738  HISTORY     - Date     Condition        Report By
 MB2738  HISTORY     - 1963     MONUMENTED       CGS
 MB2738
 MB2738                          STATION DESCRIPTION
 MB2738
 MB2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2738'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
 MB2738'ABOUT 3.7 MILES
 MB2738'NORTHEAST OF THE CENTER OF DOWNTOWN AKRON, SOUTH OF THE INTERSECTION
 MB2738'OF BAILEY RD. AND HANOVER STREET.
 MB2738'IT IS A SILVER STANDPIPE, WITH A RED LIGHT ON THE
 MB2738'TOP, AND IT IS APPROXIMATELY 140 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2737 ***********************************************************************
 MB2737  DESIGNATION -  CUYAHOGA FALLS MUNICIPAL TANK
 MB2737  PID         -  MB2737
 MB2737  STATE/COUNTY-  OH/SUMMIT
 MB2737  USGS QUAD   -  HUDSON (1984)
 MB2737
 MB2737                         *CURRENT SURVEY CONTROL
 MB2737  ___________________________________________________________________
 MB2737* NAD 83(1995)-  41 08 17.07226(N)    081 29 55.15021(W)     ADJUSTED  
 MB2737* NAVD 88     -                                                        
 MB2737  ___________________________________________________________________
 MB2737  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 MB2737  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB2737
 MB2737  HORZ ORDER  -  THIRD
 MB2737
 MB2737.The horizontal coordinates were established by classical geodetic methods
 MB2737.and adjusted by the National Geodetic Survey in April 1998..
 MB2737
 MB2737
 MB2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2737
 MB2737.The geoid height was determined by GEOID03.
 MB2737
 MB2737;                    North         East     Units Scale Factor Converg.
 MB2737;SPC OH N     -   163,876.781   684,065.568   MT  0.99993989   +0 39 28.2
 MB2737;UTM  17      - 4,554,204.760   458,150.101   MT  0.99962155   -0 19 41.0
 MB2737
 MB2737                          SUPERSEDED SURVEY CONTROL
 MB2737
 MB2737  NAD 83(1986)-  41 08 17.07955(N)    081 29 55.15349(W) AD(       ) 4
 MB2737  NAD 27      -  41 08 16.88045(N)    081 29 55.72143(W) AD(       ) 3
 MB2737
 MB2737.Superseded values are not recommended for survey control.
 MB2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2737.See file dsdata.txt to determine how the superseded data were derived.
 MB2737
 MB2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5815054205(NAD 83)
 MB2737
 MB2737  HISTORY     - Date     Condition        Report By
 MB2737  HISTORY     - 1943     MONUMENTED       CGS
 MB2737  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MB2737  HISTORY     - 1988     GOOD             USPSQD
 MB2737
 MB2737                          STATION DESCRIPTION
 MB2737
 MB2737'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2737'STATION IS LOCATED ON THE W SIDE OF
 MB2737'TWELFTH STREET IN
 MB2737'THE CITY OF CUYAHOGA FALLS.  IT IS A 12-LEGGED
 MB2737'STRUCTURE, ABOUT 130 FEET HIGH AND
 MB2737'PAINTED DARK GREEN.  THE POINT
 MB2737'OBSERVED ON WAS THE SMALL BALL ON TOP OF THE TANK.
 MB2737'
 MB2737'TO REACH FROM WEST BROAD BOULEVARD AND TWELFTH STREET IN THE
 MB2737'CITY OF CUYAHOGA
 MB2737'FALLS, GO N ON TWELFTH STREET FOR 0.25 MILE TO
 MB2737'TANK ON THE LEFT.
 MB2737'
 MB2737'THIS IS AN INTERSECTION STATION.
 MB2737
 MB2737                          STATION RECOVERY (1963)
 MB2737
 MB2737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2737'THE STATION WAS FOUND IN GOOD CONDITION, WITH IT NOW BEING PAINTED
 MB2737'SILVER.
 MB2737
 MB2737                          STATION RECOVERY (1988)
 MB2737
 MB2737'RECOVERY NOTE BY US POWER SQUADRON 1988 (MRP)
 MB2737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2874 ***********************************************************************
 MB2874  DESIGNATION -  CUYAHOGA FALLS P T MUN SPIPE
 MB2874  PID         -  MB2874
 MB2874  STATE/COUNTY-  OH/SUMMIT
 MB2874  USGS QUAD   -  PENINSULA (1994)
 MB2874
 MB2874                         *CURRENT SURVEY CONTROL
 MB2874  ___________________________________________________________________
 MB2874* NAD 83(1995)-  41 08 38.62792(N)    081 30 01.25030(W)     ADJUSTED  
 MB2874* NAVD 88     -                                                        
 MB2874  ___________________________________________________________________
 MB2874  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 MB2874  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB2874
 MB2874  HORZ ORDER  -  THIRD
 MB2874
 MB2874.The horizontal coordinates were established by classical geodetic methods
 MB2874.and adjusted by the National Geodetic Survey in April 1998..
 MB2874
 MB2874
 MB2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2874
 MB2874.The geoid height was determined by GEOID03.
 MB2874
 MB2874;                    North         East     Units Scale Factor Converg.
 MB2874;SPC OH N     -   164,540.038   683,915.698   MT  0.99994003   +0 39 24.2
 MB2874;UTM  17      - 4,554,870.285   458,011.710   MT  0.99962170   -0 19 45.2
 MB2874
 MB2874                          SUPERSEDED SURVEY CONTROL
 MB2874
 MB2874  NAD 83(1986)-  41 08 38.63522(N)    081 30 01.25357(W) AD(       ) 4
 MB2874  NAD 27      -  41 08 38.43592(N)    081 30 01.81952(W) AD(       ) 3
 MB2874
 MB2874.Superseded values are not recommended for survey control.
 MB2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2874.See file dsdata.txt to determine how the superseded data were derived.
 MB2874
 MB2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5801254870(NAD 83)
 MB2874
 MB2874  HISTORY     - Date     Condition        Report By
 MB2874  HISTORY     - 1963     MONUMENTED       CGS
 MB2874  HISTORY     - 1988     GOOD             USPSQD
 MB2874
 MB2874                          STATION DESCRIPTION
 MB2874
 MB2874'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2874'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
 MB2874'ABOUT 3.7 MILES
 MB2874'NORTH-NORTHEAST OF THE CENTER OF DOWNTOWN AKRON, AT THE INTERSECTION
 MB2874'OF PORTAGE TRAIL AND FOURTEENTH
 MB2874'ST., IN CUYAHOGA FALLS, OHIO.  IT IS A SILVER STANDPIPE
 MB2874'WITH A RED AND WHITE TOP AND A RED LIGHT ON THE
 MB2874'TOP.  IT IS APPROXIMATELY 100 FEET HIGH.
 MB2874
 MB2874                          STATION RECOVERY (1988)
 MB2874
 MB2874'RECOVERY NOTE BY US POWER SQUADRON 1988 (MRP)
 MB2874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6800 ***********************************************************************
 AI6800  DESIGNATION -  CW1
 AI6800  PID         -  AI6800
 AI6800  STATE/COUNTY-  OH/CLINTON
 AI6800  USGS QUAD   -  WILMINGTON (1979)
 AI6800
 AI6800                         *CURRENT SURVEY CONTROL
 AI6800  ___________________________________________________________________
 AI6800* NAD 83(1995)-  39 26 20.37722(N)    083 51 05.26537(W)     ADJUSTED  
 AI6800* NAVD 88     -       298.9    (meters)     981.     (feet)  GPS OBS   
 AI6800  ___________________________________________________________________
 AI6800  X           -     528,325.414 (meters)                     COMP
 AI6800  Y           -  -4,904,341.716 (meters)                     COMP
 AI6800  Z           -   4,030,243.854 (meters)                     COMP
 AI6800  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 AI6800  ELLIP HEIGHT-         266.02  (meters)          (10/07/05) GPS OBS
 AI6800  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AI6800
 AI6800  HORZ ORDER  -  FIRST
 AI6800  ELLP ORDER  -  THIRD     CLASS II
 AI6800
 AI6800.The horizontal coordinates were established by GPS observations
 AI6800.and adjusted by the National Geodetic Survey in August 2000..
 AI6800
 AI6800.The orthometric height was determined by GPS observations and a
 AI6800.high-resolution geoid model.
 AI6800
 AI6800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6800
 AI6800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6800
 AI6800.The ellipsoidal height was determined by GPS observations
 AI6800.and is referenced to NAD 83.
 AI6800
 AI6800.The geoid height was determined by GEOID03.
 AI6800
 AI6800;                    North         East     Units Scale Factor Converg.
 AI6800;SPC OH S     -   160,618.064   483,666.272   MT  0.99993636   -0 51 27.1
 AI6800;UTM  17      - 4,369,374.959   254,600.118   MT  1.00034152   -1 48 44.3
 AI6800
 AI6800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6800!SPC OH S     -   0.99995827  x   0.99993636  =   0.99989463
 AI6800!UTM  17      -   0.99995827  x   1.00034152  =   1.00029977
 AI6800
 AI6800|---------------------------------------------------------------------|
 AI6800| PID    Reference Object                     Distance      Geod. Az  |
 AI6800|                                                           dddmmss.s |
 AI6800| AI6804 CW1A                                276.064 METERS 35525     |
 AI6800|---------------------------------------------------------------------|
 AI6800
 AI6800                          SUPERSEDED SURVEY CONTROL
 AI6800
 AI6800  ELLIP H (08/02/00)  266.06   (m)                       GP(       ) 3 2
 AI6800
 AI6800.Superseded values are not recommended for survey control.
 AI6800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6800.See file dsdata.txt to determine how the superseded data were derived.
 AI6800
 AI6800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5460069375(NAD 83)
 AI6800_MARKER: DD = SURVEY DISK
 AI6800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6800_STAMPING: GPS CW 1 2000
 AI6800_MARK LOGO: OH-027
 AI6800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6800+STABILITY: SURFACE MOTION
 AI6800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6800+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6800
 AI6800  HISTORY     - Date     Condition        Report By
 AI6800  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6800
 AI6800                          STATION DESCRIPTION
 AI6800
 AI6800'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6800'THE STATION IS APPROXIMATELY 12.75 MI (20.52 KM) NORTHEAST OF
 AI6800'BLANCHESTER, 11.25 MI (18.10 KM) WEST-SOUTHWEST OF SABINA, AND 8.50 MI
 AI6800'(13.68 KM) SOUTH-SOUTHWEST OF PORT WILLIAM.  THE STATION IS IN THE
 AI6800'CITY OF WILMINGTON EAST OF S NELSON AVE APPROXIMATELY 0.35 MI (0.56
 AI6800'KM) SOUTH OF THE INTERSECTION OF S NELSON AVE AND US 22.
 AI6800'TO REACH THE STATION FROM THE INTERSECTION OF US 68 AND US 22 IN
 AI6800'WILMINGTON, PROCEED WEST ALONG US 22 FOR APPROXIMATELY 1.2 MI (1.9 KM)
 AI6800'TO THE INTERSECTION WITH NELSON AVE.  TURN LEFT ONTO S NELSON AVE AND
 AI6800'PROCEED SOUTH APPROXIMATELY 0.35 MI (0.56 KM) TO THE CITY OF
 AI6800'WILMINGTON WASTEWATER TREATMENT PLANT AND STATION ON THE RIGHT.
 AI6800'THE STATION IS LOCATED APPROXIMATELY 11.8 M (38.7 FT) SOUTHWEST OF THE
 AI6800'CENTERLINE OF THE TREATMENT PLANT ENTRANCE AT THE EDGE OF PAVEMENT OF
 AI6800'S NELSON AVE, 10.67 M (35.01 FT) WEST OF THE CENTERLINE TO S NELSON
 AI6800'AVE, AND 6.15 M (20.18 FT) NORTHWEST OF A FENCE CORNER. THE STATION IS
 AI6800'A STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6800'AND STAMPED--GPS CW 1 2000--RECESSED 0.2 FT (6.1 CM) BELOW GROUND
 AI6800'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6804 ***********************************************************************
 AI6804  DESIGNATION -  CW1A
 AI6804  PID         -  AI6804
 AI6804  STATE/COUNTY-  OH/CLINTON
 AI6804  USGS QUAD   -  WILMINGTON (1979)
 AI6804
 AI6804                         *CURRENT SURVEY CONTROL
 AI6804  ___________________________________________________________________
 AI6804* NAD 83(1995)-  39 26 29.30003(N)    083 51 06.18916(W)     ADJUSTED  
 AI6804* NAVD 88     -       310.0    (meters)    1017.     (feet)  GPS OBS   
 AI6804  ___________________________________________________________________
 AI6804  X           -     528,285.646 (meters)                     COMP
 AI6804  Y           -  -4,904,178.805 (meters)                     COMP
 AI6804  Z           -   4,030,463.445 (meters)                     COMP
 AI6804  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 AI6804  ELLIP HEIGHT-         277.14  (meters)          (10/07/05) GPS OBS
 AI6804  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AI6804
 AI6804  HORZ ORDER  -  FIRST
 AI6804  ELLP ORDER  -  THIRD     CLASS II
 AI6804
 AI6804.The horizontal coordinates were established by GPS observations
 AI6804.and adjusted by the National Geodetic Survey in August 2000..
 AI6804
 AI6804.The orthometric height was determined by GPS observations and a
 AI6804.high-resolution geoid model.
 AI6804
 AI6804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6804
 AI6804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6804
 AI6804.The ellipsoidal height was determined by GPS observations
 AI6804.and is referenced to NAD 83.
 AI6804
 AI6804.The geoid height was determined by GEOID03.
 AI6804
 AI6804;                    North         East     Units Scale Factor Converg.
 AI6804;SPC OH S     -   160,893.526   483,648.304   MT  0.99993640   -0 51 27.7
 AI6804;UTM  17      - 4,369,650.793   254,586.738   MT  1.00034160   -1 48 45.3
 AI6804
 AI6804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6804!SPC OH S     -   0.99995652  x   0.99993640  =   0.99989292
 AI6804!UTM  17      -   0.99995652  x   1.00034160  =   1.00029811
 AI6804
 AI6804|---------------------------------------------------------------------|
 AI6804| PID    Reference Object                     Distance      Geod. Az  |
 AI6804|                                                           dddmmss.s |
 AI6804| AI6800 CW1                                 276.064 METERS 17525     |
 AI6804|---------------------------------------------------------------------|
 AI6804
 AI6804                          SUPERSEDED SURVEY CONTROL
 AI6804
 AI6804  ELLIP H (08/02/00)  277.19   (m)                       GP(       ) 3 2
 AI6804
 AI6804.Superseded values are not recommended for survey control.
 AI6804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6804.See file dsdata.txt to determine how the superseded data were derived.
 AI6804
 AI6804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5458769651(NAD 83)
 AI6804_MARKER: DD = SURVEY DISK
 AI6804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6804_STAMPING: GPS CW 1A
 AI6804_MARK LOGO: OH-027
 AI6804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6804+STABILITY: SURFACE MOTION
 AI6804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6804+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6804
 AI6804  HISTORY     - Date     Condition        Report By
 AI6804  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6804
 AI6804                          STATION DESCRIPTION
 AI6804
 AI6804'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6804'THE STATION IS LOCATED APPROXIMATELY 12.75 MI (20.52 KM) NORTHEAST OF
 AI6804'BLANCHESTER, 11.25 MI (18.10 KM) WEST-SOUTHWEST OF SABINA, 8.5 MI
 AI6804'(13.7 KM) SOUTH-SOUTHWEST OF PORT CLINTON, AND IS INSIDE THE CITY OF
 AI6804'WILMINGTON.  THE STATION IS ON THE WEST SIDE OF S NELSON AVE
 AI6804'APPROXIMATELY 0.2 MI (0.3 KM) SOUTH OF THE INTERSECTION OF US 22 AND
 AI6804'NELSON AVE.
 AI6804'TO REACH THE STATION FROM THE INTERSECTION OF US 22 AND US 68 IN
 AI6804'WILMINGTON, PROCEED WEST ON US 22 APPROXIMATELY 1.2 MI (1.9 KM) TO THE
 AI6804'INTERSECTION WITH NELSON AVE.  TURN LEFT AND PROCEED SOUTH ON S NELSON
 AI6804'AVE APPROXIMATELY 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 AI6804'THE STATION IS LOCATED APPROXIMATELY 97.80 FT (29.81 M) SOUTH OF THE
 AI6804'CENTERLINE OF THE NORTH GRAVEL DRIVE LEADING TO A CITY OF WILMINGTON
 AI6804'SCHOOL BUILDING, 26.69 FT (8.14 M) WEST OF THE CENTERLINE TO S NELSON
 AI6804'AVE, AND 10.23 FT (3.12 M) NORTHWEST OF POWER POLE NUMBER 60800249.
 AI6804'THE STATION IS A STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND
 AI6804'CONCRETE MONUMENT AND STAMPED--GPS CW 1A 2000--RECESSED 0.2 FT (6.1
 AI6804'CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6801 ***********************************************************************
 AI6801  DESIGNATION -  CW2
 AI6801  PID         -  AI6801
 AI6801  STATE/COUNTY-  OH/CLINTON
 AI6801  USGS QUAD   -  WILMINGTON (1979)
 AI6801
 AI6801                         *CURRENT SURVEY CONTROL
 AI6801  ___________________________________________________________________
 AI6801* NAD 83(1995)-  39 25 44.28318(N)    083 49 42.76477(W)     ADJUSTED  
 AI6801* NAVD 88     -       316.6    (meters)    1039.     (feet)  GPS OBS   
 AI6801  ___________________________________________________________________
 AI6801  X           -     530,364.473 (meters)                     COMP
 AI6801  Y           -  -4,904,846.646 (meters)                     COMP
 AI6801  Z           -   4,029,395.371 (meters)                     COMP
 AI6801  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 AI6801  ELLIP HEIGHT-         283.80  (meters)          (10/07/05) GPS OBS
 AI6801  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AI6801
 AI6801  HORZ ORDER  -  FIRST
 AI6801  ELLP ORDER  -  THIRD     CLASS II
 AI6801
 AI6801.The horizontal coordinates were established by GPS observations
 AI6801.and adjusted by the National Geodetic Survey in August 2000..
 AI6801
 AI6801.The orthometric height was determined by GPS observations and a
 AI6801.high-resolution geoid model.
 AI6801
 AI6801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6801
 AI6801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6801
 AI6801.The ellipsoidal height was determined by GPS observations
 AI6801.and is referenced to NAD 83.
 AI6801
 AI6801.The geoid height was determined by GEOID03.
 AI6801
 AI6801;                    North         East     Units Scale Factor Converg.
 AI6801;SPC OH S     -   159,475.843   485,622.431   MT  0.99993621   -0 50 34.8
 AI6801;UTM  17      - 4,368,199.838   256,537.750   MT  1.00032986   -1 47 50.5
 AI6801
 AI6801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6801!SPC OH S     -   0.99995548  x   0.99993621  =   0.99989169
 AI6801!UTM  17      -   0.99995548  x   1.00032986  =   1.00028532
 AI6801
 AI6801|---------------------------------------------------------------------|
 AI6801| PID    Reference Object                     Distance      Geod. Az  |
 AI6801|                                                           dddmmss.s |
 AI6801| AI6805 CW2A                                322.029 METERS 14858     |
 AI6801|---------------------------------------------------------------------|
 AI6801
 AI6801                          SUPERSEDED SURVEY CONTROL
 AI6801
 AI6801  ELLIP H (08/02/00)  283.85   (m)                       GP(       ) 3 2
 AI6801
 AI6801.Superseded values are not recommended for survey control.
 AI6801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6801.See file dsdata.txt to determine how the superseded data were derived.
 AI6801
 AI6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5653868200(NAD 83)
 AI6801_MARKER: DD = SURVEY DISK
 AI6801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6801_STAMPING: GPS CW 2 2000
 AI6801_MARK LOGO: OH-027
 AI6801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6801+STABILITY: SURFACE MOTION
 AI6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6801+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6801
 AI6801  HISTORY     - Date     Condition        Report By
 AI6801  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6801
 AI6801                          STATION DESCRIPTION
 AI6801
 AI6801'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6801'THE STATION IS APPROXIMATELY 12.5 MI (20.1 KM) NORTHEAST OF
 AI6801'BLANCHESTER, 11.25 MI (18.10 KM) WEST-SOUTHWEST OF SABINA, 8.75 MI
 AI6801'(14.08 KM) SOUTH-SOUTHWEST OF PORT WILLIAM, AND IS INSIDE THE CITY OF
 AI6801'WILMINGTON.
 AI6801'FROM THE INTERSECTION OF RT 68 AND RT 134, SOUTH OF DOWNTOWN
 AI6801'WILMINGTON, GO SOUTHEAST ALONG RT 134 FOR 0.23 MI (0.37 KM) AND THE
 AI6801'STATION ON THE LEFT.
 AI6801'THE STATION IS LOCATED APPROXIMATELY 22.15 M (72.67 FT) NORTHWEST OF A
 AI6801'20-INCH TREE, 8.55 M (28.05 FT) NORTHEAST OF THE CENTERLINE OF RT 134,
 AI6801'4.60 M (15.09 FT) NORTHWEST OF A FENCE POST, AND 0.28 M (0.92 FT) FROM
 AI6801'A CLINTON COUNTY WITNESS POST.  THE STATION IS A STANDARD CLINTON
 AI6801'COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS
 AI6801'CW 2 2000--RECESSED 0.2 FT (6.1 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6805 ***********************************************************************
 AI6805  DESIGNATION -  CW2A
 AI6805  PID         -  AI6805
 AI6805  STATE/COUNTY-  OH/CLINTON
 AI6805  USGS QUAD   -  WILMINGTON (1979)
 AI6805
 AI6805                         *CURRENT SURVEY CONTROL
 AI6805  ___________________________________________________________________
 AI6805* NAD 83(1995)-  39 25 35.33648(N)    083 49 35.82200(W)     ADJUSTED  
 AI6805* NAVD 88     -       318.2    (meters)    1044.     (feet)  GPS OBS   
 AI6805  ___________________________________________________________________
 AI6805  X           -     530,548.541 (meters)                     COMP
 AI6805  Y           -  -4,905,004.208 (meters)                     COMP
 AI6805  Z           -   4,029,183.222 (meters)                     COMP
 AI6805  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 AI6805  ELLIP HEIGHT-         285.35  (meters)          (10/07/05) GPS OBS
 AI6805  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AI6805
 AI6805  HORZ ORDER  -  FIRST
 AI6805  ELLP ORDER  -  THIRD     CLASS II
 AI6805
 AI6805.The horizontal coordinates were established by GPS observations
 AI6805.and adjusted by the National Geodetic Survey in August 2000..
 AI6805
 AI6805.The orthometric height was determined by GPS observations and a
 AI6805.high-resolution geoid model.
 AI6805
 AI6805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6805
 AI6805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6805
 AI6805.The ellipsoidal height was determined by GPS observations
 AI6805.and is referenced to NAD 83.
 AI6805
 AI6805.The geoid height was determined by GEOID03.
 AI6805
 AI6805;                    North         East     Units Scale Factor Converg.
 AI6805;SPC OH S     -   159,197.534   485,784.399   MT  0.99993618   -0 50 30.4
 AI6805;UTM  17      - 4,367,918.760   256,695.122   MT  1.00032891   -1 47 45.7
 AI6805
 AI6805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6805!SPC OH S     -   0.99995523  x   0.99993618  =   0.99989142
 AI6805!UTM  17      -   0.99995523  x   1.00032891  =   1.00028413
 AI6805
 AI6805|---------------------------------------------------------------------|
 AI6805| PID    Reference Object                     Distance      Geod. Az  |
 AI6805|                                                           dddmmss.s |
 AI6805| AI6801 CW2                                 322.029 METERS 32858     |
 AI6805|---------------------------------------------------------------------|
 AI6805
 AI6805                          SUPERSEDED SURVEY CONTROL
 AI6805
 AI6805  ELLIP H (08/02/00)  285.39   (m)                       GP(       ) 3 2
 AI6805
 AI6805.Superseded values are not recommended for survey control.
 AI6805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6805.See file dsdata.txt to determine how the superseded data were derived.
 AI6805
 AI6805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5669567919(NAD 83)
 AI6805_MARKER: DD = SURVEY DISK
 AI6805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6805_STAMPING: GPS CW 2A 2000
 AI6805_MARK LOGO: OH-027
 AI6805_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6805+STABILITY: SURFACE MOTION
 AI6805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6805+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6805
 AI6805  HISTORY     - Date     Condition        Report By
 AI6805  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6805
 AI6805                          STATION DESCRIPTION
 AI6805
 AI6805'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6805'THE STATION IS APPROXIMATELY 12.5 MI (20.1 KM) NORTHEAST OF
 AI6805'BLANCHESTER, 11.25 MI (18.10 KM) WEST-SOUTHWEST OF SABINA, 8.75 MI
 AI6805'(14.08 KM) SOUTH-SOUTHWEST OF PORT WILLIAM, AND IS INSIDE THE CITY OF
 AI6805'WILMINGTON.
 AI6805'FROM THE INTERSECTION OF RT 68 AND RT 134, SOUTH OF DOWNTONW
 AI6805'WILMINGTON, GO SOUTHEAST ALONG RT 134 FOR 0.43 MI (0.69 KM) AND THE
 AI6805'STATION ON THE LEFT.
 AI6805'THE STATION IS LOCATED APPROXIMATELY 228.24 FT (69.57 M) NORTHWEST OF
 AI6805'A POWER POLE NUMBER 171273, 59.86 FT (18.25 M) SOUTHEAST OF A POWER
 AI6805'POLE NUMBER 171274, AND 28.14 FT (8.58 M) NORTHEAST OF THE CENTERLINE
 AI6805'OF SR 134.  THE STATION IS A STANDARD CLINTON COUNTY SURVEY DISK SET
 AI6805'IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS CW 2A 2000--RECESSED 0.2
 AI6805'FT (6.1 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6802 ***********************************************************************
 AI6802  DESIGNATION -  CW3
 AI6802  PID         -  AI6802
 AI6802  STATE/COUNTY-  OH/CLINTON
 AI6802  USGS QUAD   -  WILMINGTON (1979)
 AI6802
 AI6802                         *CURRENT SURVEY CONTROL
 AI6802  ___________________________________________________________________
 AI6802* NAD 83(1995)-  39 26 42.12024(N)    083 49 38.11752(W)     ADJUSTED  
 AI6802* NAVD 88     -       307.1    (meters)    1008.     (feet)  GPS OBS   
 AI6802  ___________________________________________________________________
 AI6802  X           -     530,352.354 (meters)                     COMP
 AI6802  Y           -  -4,903,700.867 (meters)                     COMP
 AI6802  Z           -   4,030,766.984 (meters)                     COMP
 AI6802  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 AI6802  ELLIP HEIGHT-         274.30  (meters)          (10/07/05) GPS OBS
 AI6802  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AI6802
 AI6802  HORZ ORDER  -  FIRST
 AI6802  ELLP ORDER  -  THIRD     CLASS II
 AI6802
 AI6802.The horizontal coordinates were established by GPS observations
 AI6802.and adjusted by the National Geodetic Survey in August 2000..
 AI6802
 AI6802.The orthometric height was determined by GPS observations and a
 AI6802.high-resolution geoid model.
 AI6802
 AI6802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6802
 AI6802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6802
 AI6802.The ellipsoidal height was determined by GPS observations
 AI6802.and is referenced to NAD 83.
 AI6802
 AI6802.The geoid height was determined by GEOID03.
 AI6802
 AI6802;                    North         East     Units Scale Factor Converg.
 AI6802;SPC OH S     -   161,257.595   485,759.775   MT  0.99993647   -0 50 31.8
 AI6802;UTM  17      - 4,369,979.754   256,704.827   MT  1.00032885   -1 47 49.7
 AI6802
 AI6802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6802!SPC OH S     -   0.99995697  x   0.99993647  =   0.99989344
 AI6802!UTM  17      -   0.99995697  x   1.00032885  =   1.00028580
 AI6802
 AI6802|---------------------------------------------------------------------|
 AI6802| PID    Reference Object                     Distance      Geod. Az  |
 AI6802|                                                           dddmmss.s |
 AI6802| AI6806 CW3A                                333.326 METERS 11544     |
 AI6802|---------------------------------------------------------------------|
 AI6802
 AI6802                          SUPERSEDED SURVEY CONTROL
 AI6802
 AI6802  ELLIP H (08/02/00)  274.35   (m)                       GP(       ) 3 2
 AI6802
 AI6802.Superseded values are not recommended for survey control.
 AI6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6802.See file dsdata.txt to determine how the superseded data were derived.
 AI6802
 AI6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5670569980(NAD 83)
 AI6802_MARKER: DD = SURVEY DISK
 AI6802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6802_STAMPING: GPS CW 3 2000
 AI6802_MARK LOGO: OH-027
 AI6802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6802+STABILITY: SURFACE MOTION
 AI6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6802+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6802
 AI6802  HISTORY     - Date     Condition        Report By
 AI6802  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6802
 AI6802                          STATION DESCRIPTION
 AI6802
 AI6802'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6802'THE STATION IS APPROXIMATELY 13.3 MI (21.4 KM) NORTHEAST OF
 AI6802'BLANCHESTER, 10.25 MI (16.50 KM) WEST-SOUTHWEST OF SABINA, 7.75 MI
 AI6802'(12.47 KM) SOUTH-SOUTHWEST OF PORT WILLIAM, AND IS IN THE CITY OF
 AI6802'WILMINGTON.  THE STATION IS IN THE SOUTHWEST QUADRANT OF THE
 AI6802'INTERSECTION OF MAIN ST.  AND WALNUT ST.
 AI6802'TO REACH THE STATION FROM THE INTERSECTION OF US 22 (MAIN ST.) AND US
 AI6802'68 IN WILMINGTON, PROCEED EAST ON US 22 FOR ONE BLOCK TO THE
 AI6802'INTERSECTION WITH WALNUT STREET AND THE STATION ON THE RIGHT.
 AI6802'THE STATION IS LOCATED APPROXIMATELY 34.5 FT (10.5 M) SOUTH OF A
 AI6802'12-INCH TREE, 34.0 FT (10.4 M) SOUTH-SOUTHWEST OF A LIGHT POLE, AND
 AI6802'9.0 FT (2.7 M) WEST OF THE EDGE OF THE CONCRETE WALK.  THE STATION IS
 AI6802'A STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI6802'AND STAMPED--GPS CW 3 2000--RECESSED 0.2 FT (6.1 CM) BELOW GROUND
 AI6802'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6806 ***********************************************************************
 AI6806  DESIGNATION -  CW3A
 AI6806  PID         -  AI6806
 AI6806  STATE/COUNTY-  OH/CLINTON
 AI6806  USGS QUAD   -  WILMINGTON (1979)
 AI6806
 AI6806                         *CURRENT SURVEY CONTROL
 AI6806  ___________________________________________________________________
 AI6806* NAD 83(1995)-  39 26 37.42602(N)    083 49 25.56101(W)     ADJUSTED  
 AI6806* NAVD 88     -       312.8    (meters)    1026.     (feet)  GPS OBS   
 AI6806  ___________________________________________________________________
 AI6806  X           -     530,661.240 (meters)                     COMP
 AI6806  Y           -  -4,903,764.410 (meters)                     COMP
 AI6806  Z           -   4,030,658.816 (meters)                     COMP
 AI6806  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 AI6806  ELLIP HEIGHT-         280.02  (meters)          (10/07/05) GPS OBS
 AI6806  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 AI6806
 AI6806  HORZ ORDER  -  FIRST
 AI6806  ELLP ORDER  -  THIRD     CLASS II
 AI6806
 AI6806.The horizontal coordinates were established by GPS observations
 AI6806.and adjusted by the National Geodetic Survey in August 2000..
 AI6806
 AI6806.The orthometric height was determined by GPS observations and a
 AI6806.high-resolution geoid model.
 AI6806
 AI6806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6806
 AI6806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6806
 AI6806.The ellipsoidal height was determined by GPS observations
 AI6806.and is referenced to NAD 83.
 AI6806
 AI6806.The geoid height was determined by GEOID03.
 AI6806
 AI6806;                    North         East     Units Scale Factor Converg.
 AI6806;SPC OH S     -   161,108.443   486,057.846   MT  0.99993644   -0 50 23.8
 AI6806;UTM  17      - 4,369,825.595   257,000.486   MT  1.00032708   -1 47 41.5
 AI6806
 AI6806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6806!SPC OH S     -   0.99995607  x   0.99993644  =   0.99989251
 AI6806!UTM  17      -   0.99995607  x   1.00032708  =   1.00028314
 AI6806
 AI6806|---------------------------------------------------------------------|
 AI6806| PID    Reference Object                     Distance      Geod. Az  |
 AI6806|                                                           dddmmss.s |
 AI6806| AI6802 CW3                                 333.326 METERS 29545     |
 AI6806|---------------------------------------------------------------------|
 AI6806
 AI6806                          SUPERSEDED SURVEY CONTROL
 AI6806
 AI6806  ELLIP H (08/02/00)  280.07   (m)                       GP(       ) 3 2
 AI6806
 AI6806.Superseded values are not recommended for survey control.
 AI6806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6806.See file dsdata.txt to determine how the superseded data were derived.
 AI6806
 AI6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5700069826(NAD 83)
 AI6806_MARKER: DD = SURVEY DISK
 AI6806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6806_STAMPING: GPS CW 3A 2000
 AI6806_MARK LOGO: OH-027
 AI6806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6806+STABILITY: SURFACE MOTION
 AI6806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6806+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6806
 AI6806  HISTORY     - Date     Condition        Report By
 AI6806  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6806
 AI6806                          STATION DESCRIPTION
 AI6806
 AI6806'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6806'THE STATION IS APPROXIMATELY 13.3 MI (21.4 KM) NORTHEAST OF
 AI6806'BLANCHESTER, 10.25 MI (16.50 KM) WEST-SOUTHWEST OF SABINA, AND 7.75 MI
 AI6806'(12.47 KM) SOUTH-SOUTHWEST OF PORT WILLIAM.  THE STATION IS IN THE
 AI6806'CITY OF WILMINGTON AND IS ON THE SOUTH SIDE OF EAST SUGARTREE STREET
 AI6806'WEST OF THE RAILROAD TRACKS.
 AI6806'TO REACH THE STATION FROM THE INTERSECTION OF US 22 AND US 68 IN
 AI6806'WILMINGTON, PROCEED EAST ONE BLOCK ALONG US 22 TO THE INTERSECTION
 AI6806'WITH WALNUT ST.  TURN RIGHT AND PROCEED SOUTH ALONG WALNUT STREET FOR
 AI6806'ONE BLOCK TO THE INTERSECTION WITH EAST SUGARTREE ST.  TURN LEFT AND
 AI6806'PROCEED EAST ALONG EAST SUGARTREE ST.  FOR APPROXIMATELY 0.15 MI (0.24
 AI6806'KM) TO THE STATION ON THE RIGHT.
 AI6806'THE STATION IS LOCATED APPROXIMATELY 83.5 FT (25.5 M) SOUTH OF THE
 AI6806'CENTERLINE OF EAST SUGARTREE STREET, 35.4 FEET (10.8 M) WEST OF THE
 AI6806'WEST RAIL TO THE RAILROAD TRACK, 21.9 FT (6.7 M) SOUTHWEST OF THE EAST
 AI6806'POWER POLE, AND 17.8 FT (5.4 M) SOUTHEAST OF THE WEST POWER POLE.  THE
 AI6806'STATION IS A STANDARD CLINTON COUNTY SURVEY DISK SET IN A ROUND
 AI6806'CONCRETE MONUMENT AND STAMPED--GPS CW 3A 2000--RECESSED 0.2 FT (6.1
 AI6806'CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6803 ***********************************************************************
 AI6803  DESIGNATION -  CW4
 AI6803  PID         -  AI6803
 AI6803  STATE/COUNTY-  OH/CLINTON
 AI6803  USGS QUAD   -  WILMINGTON (1979)
 AI6803
 AI6803                         *CURRENT SURVEY CONTROL
 AI6803  ___________________________________________________________________
 AI6803* NAD 83(1995)-  39 27 26.46830(N)    083 48 40.55767(W)     ADJUSTED  
 AI6803* NAVD 88     -       319.9    (meters)    1050.     (feet)  GPS OBS   
 AI6803  ___________________________________________________________________
 AI6803  X           -     531,628.122 (meters)                     COMP
 AI6803  Y           -  -4,902,698.452 (meters)                     COMP
 AI6803  Z           -   4,031,831.240 (meters)                     COMP
 AI6803  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 AI6803  ELLIP HEIGHT-         287.08  (meters)          (10/07/05) GPS OBS
 AI6803  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 AI6803
 AI6803  HORZ ORDER  -  FIRST
 AI6803  ELLP ORDER  -  THIRD     CLASS II
 AI6803
 AI6803.The horizontal coordinates were established by GPS observations
 AI6803.and adjusted by the National Geodetic Survey in August 2000..
 AI6803
 AI6803.The orthometric height was determined by GPS observations and a
 AI6803.high-resolution geoid model.
 AI6803
 AI6803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6803
 AI6803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6803
 AI6803.The ellipsoidal height was determined by GPS observations
 AI6803.and is referenced to NAD 83.
 AI6803
 AI6803.The geoid height was determined by GEOID03.
 AI6803
 AI6803;                    North         East     Units Scale Factor Converg.
 AI6803;SPC OH S     -   162,604.953   487,155.738   MT  0.99993672   -0 49 55.3
 AI6803;UTM  17      - 4,371,304.167   258,123.607   MT  1.00032037   -1 47 14.8
 AI6803
 AI6803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6803!SPC OH S     -   0.99995496  x   0.99993672  =   0.99989169
 AI6803!UTM  17      -   0.99995496  x   1.00032037  =   1.00027532
 AI6803
 AI6803|---------------------------------------------------------------------|
 AI6803| PID    Reference Object                     Distance      Geod. Az  |
 AI6803|                                                           dddmmss.s |
 AI6803| AI6807 CW4A                                255.549 METERS 22143     |
 AI6803|---------------------------------------------------------------------|
 AI6803
 AI6803                          SUPERSEDED SURVEY CONTROL
 AI6803
 AI6803  ELLIP H (08/02/00)  287.12   (m)                       GP(       ) 3 2
 AI6803
 AI6803.Superseded values are not recommended for survey control.
 AI6803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6803.See file dsdata.txt to determine how the superseded data were derived.
 AI6803
 AI6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5812471304(NAD 83)
 AI6803_MARKER: DD = SURVEY DISK
 AI6803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6803_STAMPING: GPS CW 4 2000
 AI6803_MARK LOGO: OH-027
 AI6803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6803+STABILITY: SURFACE MOTION
 AI6803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6803+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6803
 AI6803  HISTORY     - Date     Condition        Report By
 AI6803  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6803
 AI6803                          STATION DESCRIPTION
 AI6803
 AI6803'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6803'THE STATION IS APPROXIMATELY 14.0 MI (22.5 KM) NORTHEAST OF
 AI6803'BLANCHESTER, 9.75 MI (15.69 KM) WEST-SOUTHWEST OF SABINA, AND 7.0 MI
 AI6803'(11.3 KM) SOUTH-SOUTHWEST OF PORT WILLIAM.  THE STATION IS ON THE
 AI6803'NORTHWEST SIDE OF PRARIE AVE AT THE EDGE OF A CORN FIELD.
 AI6803'TO REACH THE STATION FROM THE INTERSECTION OF US 22 AND US 68 IN
 AI6803'WILMINGTON, PROCEED EAST ON US 22 APPROXIMATELY 0.35 MI (0.56 KM) TO
 AI6803'WALL ST ON THE LEFT.  TURN LEFT AND PROCEED NORTH ALONG WALL ST.  FOR
 AI6803'APPROXIMATELY 0.25 MI (0.40 KM) TO THE INTERSECTION OF PRARIE AVE.
 AI6803'TURN RIGHT ONTO PRARIE AVE.  AND PROCEED NORTHEAST APPROXIMATELY 0.7
 AI6803'MI (1.1 KM) TO THE STATION ON THE LEFT.
 AI6803'THE STATION IS APPROXIMATELY 54.4 M (178.5 FT) SOUTHWEST OF THE
 AI6803'CLINTON COUNTY LINE, 38.05 M (124.84 FT) NORTHEAST OF THE CENTERLINE
 AI6803'OF THE NEW ROAD, AND 7.24 M (23.75 FT) NORTHWEST OF THE CENTERLINE OF
 AI6803'PRAIRIE ROAD.  THE STATION IS A STANDARD CLINTON COUNTY SURVEY DISK
 AI6803'SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS CW 4 2000--RECESSED
 AI6803'0.2 FT (6.1 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI6807 ***********************************************************************
 AI6807  DESIGNATION -  CW4A
 AI6807  PID         -  AI6807
 AI6807  STATE/COUNTY-  OH/CLINTON
 AI6807  USGS QUAD   -  WILMINGTON (1979)
 AI6807
 AI6807                         *CURRENT SURVEY CONTROL
 AI6807  ___________________________________________________________________
 AI6807* NAD 83(1995)-  39 27 20.28269(N)    083 48 47.67012(W)     ADJUSTED  
 AI6807* NAVD 88     -       318.4    (meters)    1045.     (feet)  GPS OBS   
 AI6807  ___________________________________________________________________
 AI6807  X           -     531,472.012 (meters)                     COMP
 AI6807  Y           -  -4,902,836.204 (meters)                     COMP
 AI6807  Z           -   4,031,683.027 (meters)                     COMP
 AI6807  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 AI6807  ELLIP HEIGHT-         285.64  (meters)          (10/07/05) GPS OBS
 AI6807  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 AI6807
 AI6807  HORZ ORDER  -  FIRST
 AI6807  ELLP ORDER  -  THIRD     CLASS II
 AI6807
 AI6807.The horizontal coordinates were established by GPS observations
 AI6807.and adjusted by the National Geodetic Survey in August 2000..
 AI6807
 AI6807.The orthometric height was determined by GPS observations and a
 AI6807.high-resolution geoid model.
 AI6807
 AI6807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6807
 AI6807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6807
 AI6807.The ellipsoidal height was determined by GPS observations
 AI6807.and is referenced to NAD 83.
 AI6807
 AI6807.The geoid height was determined by GEOID03.
 AI6807
 AI6807;                    North         East     Units Scale Factor Converg.
 AI6807;SPC OH S     -   162,416.692   486,982.954   MT  0.99993668   -0 49 59.8
 AI6807;UTM  17      - 4,371,118.741   257,947.641   MT  1.00032142   -1 47 19.1
 AI6807
 AI6807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6807!SPC OH S     -   0.99995519  x   0.99993668  =   0.99989187
 AI6807!UTM  17      -   0.99995519  x   1.00032142  =   1.00027659
 AI6807
 AI6807|---------------------------------------------------------------------|
 AI6807| PID    Reference Object                     Distance      Geod. Az  |
 AI6807|                                                           dddmmss.s |
 AI6807| AI6803 CW4                                 255.549 METERS 04143     |
 AI6807|---------------------------------------------------------------------|
 AI6807
 AI6807                          SUPERSEDED SURVEY CONTROL
 AI6807
 AI6807  ELLIP H (08/02/00)  285.69   (m)                       GP(       ) 3 2
 AI6807
 AI6807.Superseded values are not recommended for survey control.
 AI6807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6807.See file dsdata.txt to determine how the superseded data were derived.
 AI6807
 AI6807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5794871119(NAD 83)
 AI6807_MARKER: DD = SURVEY DISK
 AI6807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6807_STAMPING: GPS CW 4A 2000
 AI6807_MARK LOGO: OH-027
 AI6807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6807+STABILITY: SURFACE MOTION
 AI6807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6807+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI6807
 AI6807  HISTORY     - Date     Condition        Report By
 AI6807  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI6807
 AI6807                          STATION DESCRIPTION
 AI6807
 AI6807'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (GF)
 AI6807'THE STATION IS APPROXIMATELY 14.0 MI (22.5 KM) NORTHEAST OF
 AI6807'BLANCHESTER, 9.75 MI (15.69 KM) WEST-SOUTHWEST OF SABINA, AND 7.0 MI
 AI6807'(11.3 KM) SOUTH-SOUTHWEST OF PORT WILLIAM.  THE STATION IS ON THE
 AI6807'SOUTHEAST SIDE OF PRAIRIE AVE NEAR THE CINCINNATI MILACRON TURNING
 AI6807'DIVISION.
 AI6807'TO REACH THE STATION FROM THE INTERSECTION OF US 22 AND US 68 IN
 AI6807'WILMINGTON, PROCEED EAST ALONG US 22 FOR APPROXIMATELY 0.35 MI (0.56
 AI6807'KM) TO WALL ST ON THE LEFT.  TURN LEFT AND PROCEED NORTH ON WALL ST
 AI6807'FOR APPROXIMATELY 0.25 MI (0.40 KM) TO PRAIRIE AVE.  TURN RIGHT AND
 AI6807'PROCEED NORTHEAST ALONG PRAIRIE AVE FOR APPROXIMATELY 0.5 MI (0.8 KM)
 AI6807'TO THE STATION ON THE RIGHT.
 AI6807'THE STATION IS LOCATED APPROXIMATELY 118.30 FT (36.06 M) SOUTHWEST OF
 AI6807'THE CENTERLINE OF A GRAVEL DRIVE, 56.50 FT (17.22 M) SOUTHEAST OF THE
 AI6807'NORTH END OF A GUARDRAIL, AND 32.09 FT (9.78 M) EAST OF THE CENTERLINE
 AI6807'OF PRAIRIE AVE.  THE STATION IS A STANDARD CLINTON COUNTY SURVEY DISK
 AI6807'SET IN A ROUND CONCRETE MONUMENT AND STAMPED--GPS CW 4A 2000--RECESSED
 AI6807'0.2 FT (6.1 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8350 ***********************************************************************
 AC8350  DESIGNATION -  CYO B
 AC8350  PID         -  AC8350
 AC8350  STATE/COUNTY-  OH/PICKAWAY
 AC8350  USGS QUAD   -  CIRCLEVILLE (1995)
 AC8350
 AC8350                         *CURRENT SURVEY CONTROL
 AC8350  ___________________________________________________________________
 AC8350* NAD 83(1995)-  39 31 24.08234(N)    082 58 46.59521(W)     ADJUSTED  
 AC8350* NAVD 88     -       206.7    (meters)     678.     (feet)  GPS OBS   
 AC8350  ___________________________________________________________________
 AC8350  X           -     602,152.589 (meters)                     COMP
 AC8350  Y           -  -4,889,752.628 (meters)                     COMP
 AC8350  Z           -   4,037,414.125 (meters)                     COMP
 AC8350  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 AC8350  ELLIP HEIGHT-         172.88  (meters)          (10/07/05) GPS OBS
 AC8350  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 AC8350
 AC8350  HORZ ORDER  -  FIRST
 AC8350  ELLP ORDER  -  FOURTH    CLASS II
 AC8350
 AC8350.The horizontal coordinates were established by GPS observations
 AC8350.and adjusted by the National Geodetic Survey in May 1997..
 AC8350
 AC8350.The orthometric height was determined by GPS observations and a
 AC8350.high-resolution geoid model.
 AC8350
 AC8350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8350
 AC8350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8350
 AC8350.The ellipsoidal height was determined by GPS observations
 AC8350.and is referenced to NAD 83.
 AC8350
 AC8350.The geoid height was determined by GEOID03.
 AC8350
 AC8350;                    North         East     Units Scale Factor Converg.
 AC8350;SPC OH S     -   169,222.730   558,763.649   MT  0.99993884   -0 18 15.6
 AC8350;UTM  17      - 4,376,727.673   329,845.576   MT  0.99995647   -1 15 36.4
 AC8350
 AC8350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8350!SPC OH S     -   0.99997288  x   0.99993884  =   0.99991172
 AC8350!UTM  17      -   0.99997288  x   0.99995647  =   0.99992935
 AC8350
 AC8350:                Primary Azimuth Mark                     Grid Az
 AC8350:SPC OH S     -  PICKPORT                                 215 31 53.1
 AC8350:UTM  17      -  PICKPORT                                 216 29 13.9
 AC8350
 AC8350|---------------------------------------------------------------------|
 AC8350| PID    Reference Object                     Distance      Geod. Az  |
 AC8350|                                                           dddmmss.s |
 AC8350| JY1585 PICKPORT                            438.732 METERS 2151337.5 |
 AC8350|---------------------------------------------------------------------|
 AC8350
 AC8350                          SUPERSEDED SURVEY CONTROL
 AC8350
 AC8350.No superseded survey control is available for this station.
 AC8350
 AC8350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD2984676728(NAD 83)
 AC8350_MARKER: DD = SURVEY DISK
 AC8350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC8350_SP_SET: CONCRETE ANTENNA BASE
 AC8350_STAMPING: CYO B 1995
 AC8350_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8350+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8350
 AC8350  HISTORY     - Date     Condition        Report By
 AC8350  HISTORY     - 1995     MONUMENTED       NGS
 AC8350
 AC8350                          STATION DESCRIPTION
 AC8350
 AC8350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC8350'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH OF CHILLICOTHE,
 AC8350'9.65 KM (6.00 MI) SOUTHWEST OF CIRCLEVILLE, AT THE PICKAWAY COUNTY
 AC8350'MEMORIAL AIRPORT.  SOUTHEAST OF THE JUNCTION OF RIVER DRIVE AND THE
 AC8350'AIRPORT ENTRANCE ROAD (MCGRADY DRIVE) , NEAR THE SOUTHWEST CONCRETE
 AC8350'CORNER OF THE MOST NORTH-NORTHEAST 1 OF 2 ANTENNA BASES WITH 3 GUY
 AC8350'WIRES.  OWNERSHIP--PICKAWAY COUNTY AIRPORT AUTHORITY, 28181 MCGRADY
 AC8350'DRIVE, CIRCLEVILLE, OH.  43113.  AIRPORT MANAGER GEORGE R.  WHARTON,
 AC8350'PHONE 614-474-5145.  NOTE--THE MARK IS A 1 AND 3/16-INCH SURVEY DISK.
 AC8350'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 23 AND 22 AT
 AC8350'THE WEST EDGE OF CIRCLEVILLE, GO SOUTH 7.64 KM (4.75 MI) ALONG HIGHWAY
 AC8350'23 TO RIVER DRIVE.  TURN RIGHT, WEST, 1.01 KM (0.60 MI) ALONG THE
 AC8350'DRIVE TO THE AIRPORT ENTRANCE ROAD ON THE LEFT, (MCGRADY DRIVE) .
 AC8350'TURN LEFT, SOUTH, 0.03 KM (0.00 MI) TO THE STATION ON THE LEFT IN THE
 AC8350'1ST.  ANTENNA BASE.  STATION IS 36.3 M (119.1 FT) EAST OF THE ENTRANCE
 AC8350'ROAD CENTER, 34.7 M (113.8 FT) SOUTH OF RIVER DRIVE CENTERLINE, 28.5 M
 AC8350'(93.5 FT) NORTH-NORTHEAST OF AN 8 X 8 FOOT (2.4 M) SQUARE CHAIN LINK
 AC8350'FENCE ENCLOSURE, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND
 AC8350'ANTENNA, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ENTRANCE ROAD.
 AC8350'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1346 ***********************************************************************
 MB1346  DESIGNATION -  D
 MB1346  PID         -  MB1346
 MB1346  STATE/COUNTY-  OH/SUMMIT
 MB1346  USGS QUAD   -  AKRON WEST (1994)
 MB1346
 MB1346                         *CURRENT SURVEY CONTROL
 MB1346  ___________________________________________________________________
 MB1346* NAD 83(1986)-  41 05 32.     (N)    081 35 25.     (W)     SCALED    
 MB1346* NAVD 88     -       297.816  (meters)     977.08   (feet)  ADJUSTED  
 MB1346  ___________________________________________________________________
 MB1346  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB1346  DYNAMIC HT  -         297.686 (meters)     976.66  (feet)  COMP
 MB1346  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 MB1346
 MB1346  VERT ORDER  -  FIRST     CLASS II
 MB1346
 MB1346.The horizontal coordinates were scaled from a topographic map and have
 MB1346.an estimated accuracy of +/- 6 seconds.
 MB1346
 MB1346.The orthometric height was determined by differential leveling
 MB1346.and adjusted by the National Geodetic Survey in June 1991..
 MB1346
 MB1346.The geoid height was determined by GEOID03.
 MB1346
 MB1346.The dynamic height is computed by dividing the NAVD 88
 MB1346.geopotential number by the normal gravity value computed on the
 MB1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1346.degrees latitude (g = 980.6199 gals.).
 MB1346
 MB1346.The modeled gravity was interpolated from observed gravity values.
 MB1346
 MB1346;                    North         East    Units  Estimated Accuracy
 MB1346;SPC OH N     -   158,700.      676,430.      MT  (+/- 180 meters Scaled)
 MB1346
 MB1346                          SUPERSEDED SURVEY CONTROL
 MB1346
 MB1346  NGVD 29 (??/??/92)  298.014  (m)          977.73   (f) ADJ UNCH    1 2
 MB1346
 MB1346.Superseded values are not recommended for survey control.
 MB1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1346.See file dsdata.txt to determine how the superseded data were derived.
 MB1346
 MB1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF504491(NAD 83)
 MB1346_MARKER: DD = SURVEY DISK
 MB1346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1346_SP_SET: BRIDGE
 MB1346_STAMPING: D
 MB1346_MARK LOGO: OH-153
 MB1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1346
 MB1346  HISTORY     - Date     Condition        Report By
 MB1346  HISTORY     - UNK      MONUMENTED       OH-153
 MB1346  HISTORY     - 1963     GOOD             CGS
 MB1346
 MB1346                          STATION DESCRIPTION
 MB1346
 MB1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1346'AT AKRON.
 MB1346'AT AKRON, ALONG WHITE POND DRIVE, ABOUT 0.6 MILE NORTH OF THE
 MB1346'JUNCTION OF WHITE POND DRIVE AND STATE HIGHWAY 162 (COPLEY ROAD),
 MB1346'IN THE WESTERN PART OF THE CITY, SET ON THE TOP OF THE EAST END OF
 MB1346'THE SOUTH CONCRETE ABUTMENT OF A 30-FOOT LONG BRIDGE OVER PIGEON
 MB1346'CREEK, 20 FEET EAST OF THE CENTER LINE OF WHITE POND DRIVE AND 1
 MB1346'FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0525 ***********************************************************************
 MC0525  DESIGNATION -  D 1
 MC0525  PID         -  MC0525
 MC0525  STATE/COUNTY-  OH/WOOD
 MC0525  USGS QUAD   -  WESTON (1977)
 MC0525
 MC0525                         *CURRENT SURVEY CONTROL
 MC0525  ___________________________________________________________________
 MC0525* NAD 83(1986)-  41 20 39.     (N)    083 47 44.     (W)     SCALED    
 MC0525* NAVD 88     -       208.030  (meters)     682.51   (feet)  ADJUSTED  
 MC0525  ___________________________________________________________________
 MC0525  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 MC0525  DYNAMIC HT  -         207.940 (meters)     682.22  (feet)  COMP
 MC0525  MODELED GRAV-     980,186.2   (mgal)                       NAVD 88
 MC0525
 MC0525  VERT ORDER  -  FIRST     CLASS I
 MC0525
 MC0525.The horizontal coordinates were scaled from a topographic map and have
 MC0525.an estimated accuracy of +/- 6 seconds.
 MC0525
 MC0525.The orthometric height was determined by differential leveling
 MC0525.and adjusted by the National Geodetic Survey in June 1991..
 MC0525.WARNING-Repeat measurements at this control monument indicate possible
 MC0525.vertical movement.
 MC0525
 MC0525.The geoid height was determined by GEOID03.
 MC0525
 MC0525.The dynamic height is computed by dividing the NAVD 88
 MC0525.geopotential number by the normal gravity value computed on the
 MC0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0525.degrees latitude (g = 980.6199 gals.).
 MC0525
 MC0525.The modeled gravity was interpolated from observed gravity values.
 MC0525
 MC0525;                    North         East    Units  Estimated Accuracy
 MC0525;SPC OH N     -   187,090.      491,580.      MT  (+/- 180 meters Scaled)
 MC0525
 MC0525                          SUPERSEDED SURVEY CONTROL
 MC0525
 MC0525  NGVD 29 (??/??/92)  208.219  (m)          683.13   (f) ADJ UNCH    1 1
 MC0525
 MC0525.Superseded values are not recommended for survey control.
 MC0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0525.See file dsdata.txt to determine how the superseded data were derived.
 MC0525
 MC0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF661807(NAD 83)
 MC0525_MARKER: DB = BENCH MARK DISK
 MC0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0525_SP_SET: BUILDING
 MC0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0525
 MC0525  HISTORY     - Date     Condition        Report By
 MC0525  HISTORY     - UNK      MONUMENTED       CGS
 MC0525  HISTORY     - 1968     GOOD             NGS
 MC0525  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 MC0525
 MC0525                          STATION DESCRIPTION
 MC0525
 MC0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0525'AT WESTON.
 MC0525'AT WESTON, ABOUT 160 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 MC0525'OF MAIN STREET AND THE MAIN TRACK OF THE BALTIMORE AND OHIO
 MC0525'RAILROAD, A 1-INCH OUTLINED SQUARE ON THE TOP OF THE EAST CORNER
 MC0525'OF THE METAL BASE OF A METAL SUPPORT TO THE GLASS FRONT OF
 MC0525'BUILDING AT 13179 MAIN STREET, (A LARGE TWO-STORIED BRICK
 MC0525'BUILDING), 56 FEET SOUTHEAST OF THE EAST CORNER OF THE FIRST
 MC0525'NATIONAL BANK BLDG, 13.9 FEET SOUTHEAST OF THE METAL SUPPORT
 MC0525'WHICH IS DIRECTLY IN THE CENTER OF THE ENTRANCE TO BUILDING, 14.5
 MC0525'FEET SOUTHWEST OF THE SOUTHWEST CURB OF MAIN STREET AND 1.1
 MC0525'FEET ABOVE THE LEVEL OF THE SIDEWALK.  SEC 35, T 5N, R 9E.
 MC0525
 MC0525                          STATION RECOVERY (1983)
 MC0525
 MC0525'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3351 ***********************************************************************
 AE3351  DESIGNATION -  D 10
 AE3351  PID         -  AE3351
 AE3351  STATE/COUNTY-  OH/MONTGOMERY
 AE3351  USGS QUAD   -  DAYTON NORTH (1996)
 AE3351
 AE3351                         *CURRENT SURVEY CONTROL
 AE3351  ___________________________________________________________________
 AE3351* NAD 83(1995)-  39 46 04.35514(N)    084 10 35.10601(W)     ADJUSTED  
 AE3351* NAVD 88     -       225.7    (meters)     740.     (feet)  GPS OBS   
 AE3351  ___________________________________________________________________
 AE3351  X           -     498,134.199 (meters)                     COMP
 AE3351  Y           -  -4,884,045.094 (meters)                     COMP
 AE3351  Z           -   4,058,331.773 (meters)                     COMP
 AE3351  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AE3351  ELLIP HEIGHT-         192.52  (meters)          (10/07/05) GPS OBS
 AE3351  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AE3351
 AE3351  HORZ ORDER  -  FIRST
 AE3351  ELLP ORDER  -  FOURTH    CLASS I
 AE3351
 AE3351.The horizontal coordinates were established by GPS observations
 AE3351.and adjusted by the National Geodetic Survey in September 1997..
 AE3351
 AE3351.The orthometric height was determined by GPS observations and a
 AE3351.high-resolution geoid model.
 AE3351
 AE3351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3351
 AE3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3351
 AE3351.The ellipsoidal height was determined by GPS observations
 AE3351.and is referenced to NAD 83.
 AE3351
 AE3351.The geoid height was determined by GEOID03.
 AE3351
 AE3351;                    North         East     Units Scale Factor Converg.
 AE3351;SPC OH S     -   197,593.599   456,374.864   MT  0.99995826   -1 03 49.4
 AE3351;UTM  16      - 4,405,808.047   741,852.183   MT  1.00032018   +1 48 25.4
 AE3351
 AE3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3351!SPC OH S     -   0.99996980  x   0.99995826  =   0.99992806
 AE3351!UTM  16      -   0.99996980  x   1.00032018  =   1.00028997
 AE3351
 AE3351                          SUPERSEDED SURVEY CONTROL
 AE3351
 AE3351  ELLIP H (09/11/97)  192.61   (m)                       GP(       ) 4 1
 AE3351
 AE3351.Superseded values are not recommended for survey control.
 AE3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3351.See file dsdata.txt to determine how the superseded data were derived.
 AE3351
 AE3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4185205808(NAD 83)
 AE3351_MARKER: DD = SURVEY DISK
 AE3351_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3351_STAMPING: COD D-10
 AE3351_MARK LOGO: CODDOP
 AE3351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3351+STABILITY: SURFACE MOTION
 AE3351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3351+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3351
 AE3351  HISTORY     - Date     Condition        Report By
 AE3351  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3351
 AE3351                          STATION DESCRIPTION
 AE3351
 AE3351'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3351'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3351'I-75 AND FIRST ST. IN MONTGOMERY COUNTY GO EAST ALONG FIRST ST FOR
 AE3351'1.15 MI (1.85 KM) TO KEEWEE ST GO NORTH ALONG KEEWEE ST FOR 0.20 MI
 AE3351'(0.32 KM) TO OTTAWA ST. GO EAST ON OTTAWA ST TO THE GUARD SHACK AND
 AE3351'STATION JUST BEYOND THE GUARD SHACK. STATION IS AN ALUMINUM DISK IN
 AE3351'CONCRETE, STAMPED COD D-10, AND IS ENCASED IN A IRON BOX APPROX. 2
 AE3351'INCHES BELOW THE ASPALT DRIVE. STATION IS 28.0 FT (8.5 M) SOUTHEAST OF
 AE3351'THE NORTHERN CATCH BASIN, 24.0 FT (7.3 M) NORTHEAST OF THE SOUTHERN
 AE3351'CATCH BASIN, AND 19.4 FT (5.9 M) EAST OF THE GUARD SHACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0599 ***********************************************************************
 MB0599  DESIGNATION -  D 109
 MB0599  PID         -  MB0599
 MB0599  STATE/COUNTY-  OH/MAHONING
 MB0599  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0599
 MB0599                         *CURRENT SURVEY CONTROL
 MB0599  ___________________________________________________________________
 MB0599* NAD 83(1986)-  41 07 18.     (N)    080 38 04.     (W)     SCALED    
 MB0599* NAVD 88     -       264.194  (meters)     866.78   (feet)  ADJUSTED  
 MB0599  ___________________________________________________________________
 MB0599  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MB0599  DYNAMIC HT  -         264.072 (meters)     866.38  (feet)  COMP
 MB0599  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 MB0599
 MB0599  VERT ORDER  -  SECOND    CLASS 0
 MB0599
 MB0599.The horizontal coordinates were scaled from a topographic map and have
 MB0599.an estimated accuracy of +/- 6 seconds.
 MB0599
 MB0599.The orthometric height was determined by differential leveling
 MB0599.and adjusted by the National Geodetic Survey in June 1991..
 MB0599
 MB0599.The geoid height was determined by GEOID03.
 MB0599
 MB0599.The dynamic height is computed by dividing the NAVD 88
 MB0599.geopotential number by the normal gravity value computed on the
 MB0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0599.degrees latitude (g = 980.6199 gals.).
 MB0599
 MB0599.The modeled gravity was interpolated from observed gravity values.
 MB0599
 MB0599;                    North         East    Units  Estimated Accuracy
 MB0599;SPC OH N     -   163,250.      756,650.      MT  (+/- 180 meters Scaled)
 MB0599
 MB0599                          SUPERSEDED SURVEY CONTROL
 MB0599
 MB0599  NGVD 29 (??/??/92)  264.374  (m)          867.37   (f) ADJ UNCH    2 0
 MB0599
 MB0599.Superseded values are not recommended for survey control.
 MB0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0599.See file dsdata.txt to determine how the superseded data were derived.
 MB0599
 MB0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF306523(NAD 83)
 MB0599_MARKER: DB = BENCH MARK DISK
 MB0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0599_SP_SET: CULVERT
 MB0599_STAMPING: D 109 1935
 MB0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0599+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2006
 MB0599
 MB0599  HISTORY     - Date     Condition        Report By
 MB0599  HISTORY     - 1935     MONUMENTED       CGS
 MB0599  HISTORY     - 1950     GOOD             NGS
 MB0599  HISTORY     - 20060306 GOOD             GEOCAC
 MB0599
 MB0599                          STATION DESCRIPTION
 MB0599
 MB0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0599'AT YOUNGSTOWN.
 MB0599'ABOUT 2.9 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM ITS
 MB0599'STATION AT YOUNGSTOWN, AT MILE-POST 69-34, NEAR THE NORTH CITY
 MB0599'LIMITS AND AT THE HUBBARD ROAD CROSSING.  IT IS IN THE TOP OF THE
 MB0599'EAST HEADWALL OF A 6 FOOT CONCRETE BOX CULVERT, 28 FEET SOUTH
 MB0599'OF MILE-POST 69-34, 70 FEET SOUTH OF THE CENTERLINE OF HUBBARD
 MB0599'ROAD, 26 FEET EAST OF THE EAST RAIL AND 1.5 FEET NORTH OF THE
 MB0599'SOUTH END OF THE HEADWALL.  A STANDARD DISK CEMENTED IN A DRILLED
 MB0599'HOLE AND ABOUT 2 FEET LOWER THAN THE TRACKS.
 MB0599
 MB0599                          STATION RECOVERY (2006)
 MB0599
 MB0599'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1059 ***********************************************************************
 KZ1059  DESIGNATION -  D 11
 KZ1059  PID         -  KZ1059
 KZ1059  STATE/COUNTY-  OH/RICHLAND
 KZ1059  USGS QUAD   -  CRESTLINE (1982)
 KZ1059
 KZ1059                         *CURRENT SURVEY CONTROL
 KZ1059  ___________________________________________________________________
 KZ1059* NAD 83(1986)-  40 50 59.     (N)    082 41 18.     (W)     SCALED    
 KZ1059* NAVD 88     -       345.772  (meters)    1134.42   (feet)  ADJUSTED  
 KZ1059  ___________________________________________________________________
 KZ1059  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KZ1059  DYNAMIC HT  -         345.603 (meters)    1133.87  (feet)  COMP
 KZ1059  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 KZ1059
 KZ1059  VERT ORDER  -  FIRST     CLASS I
 KZ1059
 KZ1059.The horizontal coordinates were scaled from a topographic map and have
 KZ1059.an estimated accuracy of +/- 6 seconds.
 KZ1059
 KZ1059.The orthometric height was determined by differential leveling
 KZ1059.and adjusted by the National Geodetic Survey in June 1991..
 KZ1059.WARNING-Repeat measurements at this control monument indicate possible
 KZ1059.vertical movement.
 KZ1059
 KZ1059.The geoid height was determined by GEOID03.
 KZ1059
 KZ1059.The dynamic height is computed by dividing the NAVD 88
 KZ1059.geopotential number by the normal gravity value computed on the
 KZ1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1059.degrees latitude (g = 980.6199 gals.).
 KZ1059
 KZ1059.The modeled gravity was interpolated from observed gravity values.
 KZ1059
 KZ1059;                    North         East    Units  Estimated Accuracy
 KZ1059;SPC OH N     -   131,390.      584,120.      MT  (+/- 180 meters Scaled)
 KZ1059
 KZ1059                          SUPERSEDED SURVEY CONTROL
 KZ1059
 KZ1059  NGVD 29 (??/??/92)  345.912  (m)         1134.88   (f) ADJ UNCH    1 1
 KZ1059
 KZ1059.Superseded values are not recommended for survey control.
 KZ1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1059.See file dsdata.txt to determine how the superseded data were derived.
 KZ1059
 KZ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF576234(NAD 83)
 KZ1059_MARKER: DB = BENCH MARK DISK
 KZ1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1059_SP_SET: SIGNAL BASE
 KZ1059_STAMPING: D 11 1934
 KZ1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1059
 KZ1059  HISTORY     - Date     Condition        Report By
 KZ1059  HISTORY     - 1934     MONUMENTED       CGS
 KZ1059  HISTORY     - 1967     GOOD             NGS
 KZ1059  HISTORY     - 1973     GOOD             OHDT
 KZ1059  HISTORY     - 1987     GOOD             OHDT
 KZ1059
 KZ1059                          STATION DESCRIPTION
 KZ1059
 KZ1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1059'3.3 MI SW FROM SHELBY.
 KZ1059'ABOUT 3.3 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KZ1059'THE STATION AT SHELBY, ABOUT 0.45 MILE SOUTHWEST OF MILEPOST
 KZ1059'70, ABOUT 4 1/2 RAILS SOUTHWEST OF THE CROSSING OF STATE HIGHWAY
 KZ1059'61 AT VERNON, SET ON THE TOP OF THE NORTH CORNER OF A 40 FOOT
 KZ1059'SQUARE ABANDONED SIGNAL BASE, 5.8 FEET SOUTHEAST OF THE SOUTHEAST
 KZ1059'RAIL OF THE NEAR TRACK AND ABOUT LEVEL WITH THE TRACK.  NOTE--
 KZ1059'SIGNAL BASE IS STILL THERE BUT SIGNAL IS GONE.
 KZ1059
 KZ1059                          STATION RECOVERY (1973)
 KZ1059
 KZ1059'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1059'RECOVERED IN GOOD CONDITION.
 KZ1059
 KZ1059                          STATION RECOVERY (1987)
 KZ1059
 KZ1059'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DD)
 KZ1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7180 ***********************************************************************
 DG7180  CBN         -  This is a Cooperative Base Network Control Station.
 DG7180  DESIGNATION -  D 11
 DG7180  PID         -  DG7180
 DG7180  STATE/COUNTY-  OH/TUSCARAWAS
 DG7180  USGS QUAD   -  NEW PHILADELPHIA (1994)
 DG7180
 DG7180                         *CURRENT SURVEY CONTROL
 DG7180  ___________________________________________________________________
 DG7180* NAD 83(1995)-  40 27 24.04083(N)    081 24 35.56293(W)     ADJUSTED  
 DG7180* NAVD 88     -       259.7    (meters)     852.     (feet)  GPS OBS   
 DG7180  ___________________________________________________________________
 DG7180  X           -     725,932.683 (meters)                     COMP
 DG7180  Y           -  -4,805,609.900 (meters)                     COMP
 DG7180  Z           -   4,116,847.476 (meters)                     COMP
 DG7180  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DG7180  ELLIP HEIGHT-         226.25  (meters)          (09/23/04) GPS OBS
 DG7180  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DG7180
 DG7180  HORZ ORDER  -  A
 DG7180  ELLP ORDER  -  FOURTH    CLASS I
 DG7180
 DG7180.The horizontal coordinates were established by GPS observations
 DG7180.and adjusted by the National Geodetic Survey in September 2004..
 DG7180
 DG7180.The orthometric height was determined by GPS observations and a
 DG7180.high-resolution geoid model.
 DG7180
 DG7180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7180
 DG7180.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7180
 DG7180.The ellipsoidal height was determined by GPS observations
 DG7180.and is referenced to NAD 83.
 DG7180
 DG7180.The geoid height was determined by GEOID03.
 DG7180
 DG7180;                    North         East     Units Scale Factor Converg.
 DG7180;SPC OH N     -    88,306.176   692,463.757   MT  0.99999561   +0 42 58.2
 DG7180;UTM  17      - 4,478,526.676   465,247.027   MT  0.99961487   -0 15 57.5
 DG7180
 DG7180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7180!SPC OH N     -   0.99996451  x   0.99999561  =   0.99996012
 DG7180!UTM  17      -   0.99996451  x   0.99961487  =   0.99957939
 DG7180
 DG7180                          SUPERSEDED SURVEY CONTROL
 DG7180
 DG7180.No superseded survey control is available for this station.
 DG7180
 DG7180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME6524778527(NAD 83)
 DG7180_MARKER: F = FLANGE-ENCASED ROD
 DG7180_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DG7180_STAMPING: ODOT D 11
 DG7180_MARK LOGO: OHDT  
 DG7180_PROJECTION: FLUSH
 DG7180_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7180+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7180_ROD/PIPE-DEPTH: 36.6 meters
 DG7180_SLEEVE-DEPTH  :  0.9 meters
 DG7180
 DG7180  HISTORY     - Date     Condition        Report By
 DG7180  HISTORY     - 2003     MONUMENTED       OHDT
 DG7180
 DG7180                          STATION DESCRIPTION
 DG7180
 DG7180'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 DG7180'STATION IS LOCATED 3 MILES SOUTHEAST OF NEW PHILADELPHIA AT THE ODOT
 DG7180'GARAGE.
 DG7180' 
 DG7180'TO REACH FROM THE COUNTY COURTHOUSE IN THE CENTER OF NEW PHILADELPHIA,
 DG7180'GO EAST FOR  0.3 MI ON STATE ROUTE 39 (HIGH AVE), THEN TURN RIGHT AND
 DG7180'GO SOUTHEAST FOR 2.1 MI  ON STATE  ROUTE 259 TO THE JUNCTION OF COUNTY
 DG7180'ROAD 125 (21 ST STREET) ON THE RIGHT.  TURN RIGHT AND  GO SOUTH ON
 DG7180'COUNTY ROAD 125 FOR 0.7 MILE TO REISER AVE, THEN TURN LEFT AND GO EAST
 DG7180'FOR  0.1 MI ON REISER AVE TO THE ODOT GARAGE AND STATION ON THE LEFT.
 DG7180' 
 DG7180'THE STATION IS 50.5 FT EAST OF THE ENTRANCE DRIVE, 114.5 FT SOUTHEAST
 DG7180'OF A  FENCE CORNER, 169 FT NORTHWEST OF THE EDGE OF A PARKING LOT, 113
 DG7180'FT SOUTHWEST OF A  CONCRETE HEADWALL, AND 1 FT WEST OF A FIBERGLASS
 DG7180'WITNESS POST.
 DG7180' 
 DG7180'THE MARK IS AN ALUMINUM ROD INSIDE A 6 INCH PLASTIC PIPE WITH ALUMINUM
 DG7180'LOGO COVER  ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1364 ***********************************************************************
 KY1364  DESIGNATION -  D 114
 KY1364  PID         -  KY1364
 KY1364  STATE/COUNTY-  OH/BELMONT
 KY1364  USGS QUAD   -  PIEDMONT (1994)
 KY1364
 KY1364                         *CURRENT SURVEY CONTROL
 KY1364  ___________________________________________________________________
 KY1364* NAD 83(1986)-  40 09 33.     (N)    081 07 33.     (W)     SCALED    
 KY1364* NAVD 88     -       279.706  (meters)     917.67   (feet)  ADJUSTED  
 KY1364  ___________________________________________________________________
 KY1364  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY1364  DYNAMIC HT  -         279.554 (meters)     917.17  (feet)  COMP
 KY1364  MODELED GRAV-     980,077.4   (mgal)                       NAVD 88
 KY1364
 KY1364  VERT ORDER  -  FIRST     CLASS II
 KY1364
 KY1364.The horizontal coordinates were scaled from a topographic map and have
 KY1364.an estimated accuracy of +/- 6 seconds.
 KY1364
 KY1364.The orthometric height was determined by differential leveling
 KY1364.and adjusted by the National Geodetic Survey in June 1991..
 KY1364
 KY1364.The geoid height was determined by GEOID03.
 KY1364
 KY1364.The dynamic height is computed by dividing the NAVD 88
 KY1364.geopotential number by the normal gravity value computed on the
 KY1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1364.degrees latitude (g = 980.6199 gals.).
 KY1364
 KY1364.The modeled gravity was interpolated from observed gravity values.
 KY1364
 KY1364;                    North         East    Units  Estimated Accuracy
 KY1364;SPC OH S     -   240,600.      717,070.      MT  (+/- 180 meters Scaled)
 KY1364
 KY1364                          SUPERSEDED SURVEY CONTROL
 KY1364
 KY1364  NGVD 29 (??/??/92)  279.889  (m)          918.27   (f) ADJ UNCH    1 2
 KY1364
 KY1364.Superseded values are not recommended for survey control.
 KY1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1364.See file dsdata.txt to determine how the superseded data were derived.
 KY1364
 KY1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME892454(NAD 83)
 KY1364_MARKER: DB = BENCH MARK DISK
 KY1364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1364_SP_SET: CULVERT
 KY1364_STAMPING: D 114 1943
 KY1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1364
 KY1364  HISTORY     - Date     Condition        Report By
 KY1364  HISTORY     - 1943     MONUMENTED       CGS
 KY1364
 KY1364                          STATION DESCRIPTION
 KY1364
 KY1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1364'NEAR HOLLOWAY.
 KY1364'1,000 FEET WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1364'YARD OFFICE AT HOLLOWAY, BELMONT COUNTY, AT A CONCRETE CULVERT,
 KY1364'IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, 9 FEET
 KY1364'NORTH OF THE CENTERLINE OF THE NORTH TRACK, AND ABOUT 1/2
 KY1364'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 114 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0739 ***********************************************************************
 KY0739  DESIGNATION -  D 115
 KY0739  PID         -  KY0739
 KY0739  STATE/COUNTY-  OH/BELMONT
 KY0739  USGS QUAD   -  LANSING (1994)
 KY0739
 KY0739                         *CURRENT SURVEY CONTROL
 KY0739  ___________________________________________________________________
 KY0739* NAD 83(1986)-  40 07 04.     (N)    080 51 53.     (W)     SCALED    
 KY0739* NAVD 88     -       251.223  (meters)     824.22   (feet)  ADJUSTED  
 KY0739  ___________________________________________________________________
 KY0739  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0739  DYNAMIC HT  -         251.085 (meters)     823.77  (feet)  COMP
 KY0739  MODELED GRAV-     980,069.1   (mgal)                       NAVD 88
 KY0739
 KY0739  VERT ORDER  -  FIRST     CLASS II
 KY0739
 KY0739.The horizontal coordinates were scaled from a topographic map and have
 KY0739.an estimated accuracy of +/- 6 seconds.
 KY0739
 KY0739.The orthometric height was determined by differential leveling
 KY0739.and adjusted by the National Geodetic Survey in June 1991..
 KY0739
 KY0739.The geoid height was determined by GEOID03.
 KY0739
 KY0739.The dynamic height is computed by dividing the NAVD 88
 KY0739.geopotential number by the normal gravity value computed on the
 KY0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0739.degrees latitude (g = 980.6199 gals.).
 KY0739
 KY0739.The modeled gravity was interpolated from observed gravity values.
 KY0739
 KY0739;                    North         East    Units  Estimated Accuracy
 KY0739;SPC OH S     -   236,370.      739,400.      MT  (+/- 180 meters Scaled)
 KY0739
 KY0739                          SUPERSEDED SURVEY CONTROL
 KY0739
 KY0739  NGVD 29 (??/??/92)  251.395  (m)          824.79   (f) ADJ UNCH    1 2
 KY0739
 KY0739.Superseded values are not recommended for survey control.
 KY0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0739.See file dsdata.txt to determine how the superseded data were derived.
 KY0739
 KY0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE115408(NAD 83)
 KY0739_MARKER: DB = BENCH MARK DISK
 KY0739_SETTING: 66 = SET IN ROCK OUTCROP
 KY0739_SP_SET: ROCK OUTCROP
 KY0739_STAMPING: D 115 1943
 KY0739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0739+STABILITY: POSITION/ELEVATION WELL
 KY0739
 KY0739  HISTORY     - Date     Condition        Report By
 KY0739  HISTORY     - 1943     MONUMENTED       CGS
 KY0739
 KY0739                          STATION DESCRIPTION
 KY0739
 KY0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY0739'2 MI E FROM MAYNARD.
 KY0739'2.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY0739'STATION AT MAYNARD, BELMONT COUNTY, 85 FEET SOUTHWEST OF POLE
 KY0739'15+1, 19 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST
 KY0739'TRACK, 8.5 FEET NORTHWEST OF THE CENTERLINE OF A DIRT ROAD
 KY0739'PARALLELING THE TRACK, IN A ROCK OUTCROP, 2.5 FEET NORTHEAST OF
 KY0739'THE SOUTHWEST EDGE, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 KY0739'DISK, STAMPED D 115 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0219 ***********************************************************************
 MD0219  DESIGNATION -  D 116
 MD0219  PID         -  MD0219
 MD0219  STATE/COUNTY-  OH/HENRY
 MD0219  USGS QUAD   -  MALINTA (1971)
 MD0219
 MD0219                         *CURRENT SURVEY CONTROL
 MD0219  ___________________________________________________________________
 MD0219* NAD 83(1986)-  41 18 45.     (N)    084 01 08.     (W)     SCALED    
 MD0219* NAVD 88     -       209.136  (meters)     686.14   (feet)  ADJUSTED  
 MD0219  ___________________________________________________________________
 MD0219  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 MD0219  DYNAMIC HT  -         209.043 (meters)     685.84  (feet)  COMP
 MD0219  MODELED GRAV-     980,174.3   (mgal)                       NAVD 88
 MD0219
 MD0219  VERT ORDER  -  SECOND    CLASS 0
 MD0219
 MD0219.The horizontal coordinates were scaled from a topographic map and have
 MD0219.an estimated accuracy of +/- 6 seconds.
 MD0219
 MD0219.The orthometric height was determined by differential leveling
 MD0219.and adjusted by the National Geodetic Survey in June 1991..
 MD0219
 MD0219.The geoid height was determined by GEOID03.
 MD0219
 MD0219.The dynamic height is computed by dividing the NAVD 88
 MD0219.geopotential number by the normal gravity value computed on the
 MD0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0219.degrees latitude (g = 980.6199 gals.).
 MD0219
 MD0219.The modeled gravity was interpolated from observed gravity values.
 MD0219
 MD0219;                    North         East    Units  Estimated Accuracy
 MD0219;SPC OH N     -   183,870.      472,830.      MT  (+/- 180 meters Scaled)
 MD0219
 MD0219                          SUPERSEDED SURVEY CONTROL
 MD0219
 MD0219  NGVD 29 (??/??/92)  209.342  (m)          686.82   (f) ADJ UNCH    2 0
 MD0219
 MD0219.Superseded values are not recommended for survey control.
 MD0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0219.See file dsdata.txt to determine how the superseded data were derived.
 MD0219
 MD0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL495777(NAD 83)
 MD0219_MARKER: DB = BENCH MARK DISK
 MD0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0219_STAMPING: D 116 1947
 MD0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0219+STABILITY: SURFACE MOTION
 MD0219
 MD0219  HISTORY     - Date     Condition        Report By
 MD0219  HISTORY     - 1947     MONUMENTED       CGS
 MD0219
 MD0219                          STATION DESCRIPTION
 MD0219
 MD0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MD0219'1.7 MI E FROM MALINTA.
 MD0219'ABOUT 2/3 MILE SOUTH AND ABOUT 1 MILE EAST OF MALINTA, IN THE
 MD0219'SOUTHEAST CORNER OF SECTION 11, T 4 N, R 7 E, ON THE FRANK
 MD0219'HECKLER FARM, IN 1947, IN THE LAWN, 26 FEET SOUTH OF THE WATER
 MD0219'WELL, 18 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 21
 MD0219'FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, AND 77 FEET WEST OF
 MD0219'THE INTERSECTION OF THE NORTH-SOUTH AND EAST-WEST COUNTY ROADS.
 MD0219'A STANDARD DISK, STAMPED D 116 1947 AND SET IN THE TOP OF A
 MD0219'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0637 ***********************************************************************
 MC0637  DESIGNATION -  D 117
 MC0637  PID         -  MC0637
 MC0637  STATE/COUNTY-  OH/HENRY
 MC0637  USGS QUAD   -  MC CLURE (1971)
 MC0637
 MC0637                         *CURRENT SURVEY CONTROL
 MC0637  ___________________________________________________________________
 MC0637* NAD 83(1995)-  41 17 00.70878(N)    083 58 45.87766(W)     ADJUSTED  
 MC0637* NAVD 88     -       211.550  (meters)     694.06   (feet)  ADJUSTED  
 MC0637  ___________________________________________________________________
 MC0637  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 MC0637  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 MC0637  DYNAMIC HT  -         211.455 (meters)     693.75  (feet)  COMP
 MC0637  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 MC0637
 MC0637  HORZ ORDER  -  THIRD
 MC0637  VERT ORDER  -  SECOND    CLASS 0
 MC0637
 MC0637.The horizontal coordinates were established by classical geodetic methods
 MC0637.and adjusted by the National Geodetic Survey in April 1998..
 MC0637
 MC0637.The orthometric height was determined by differential leveling
 MC0637.and adjusted by the National Geodetic Survey in June 1991..
 MC0637.WARNING-Repeat measurements at this control monument indicate possible
 MC0637.vertical movement.
 MC0637
 MC0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0637
 MC0637.The geoid height was determined by GEOID03.
 MC0637
 MC0637.The dynamic height is computed by dividing the NAVD 88
 MC0637.geopotential number by the normal gravity value computed on the
 MC0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0637.degrees latitude (g = 980.6199 gals.).
 MC0637
 MC0637.The modeled gravity was interpolated from observed gravity values.
 MC0637
 MC0637;                    North         East     Units Scale Factor Converg.
 MC0637;SPC OH N     -   180,598.214   476,077.052   MT  0.99994622   -0 58 18.8
 MC0637;UTM  17      - 4,574,514.711   250,489.117   MT  1.00036625   -1 58 00.4
 MC0637;UTM  16      - 4,574,633.970   752,959.842   MT  1.00038758   +1 59 38.4
 MC0637
 MC0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0637!SPC OH N     -   0.99997238  x   0.99994622  =   0.99991860
 MC0637!UTM  17      -   0.99997238  x   1.00036625  =   1.00033861
 MC0637!UTM  16      -   0.99997238  x   1.00038758  =   1.00035994
 MC0637
 MC0637:                Primary Azimuth Mark                     Grid Az
 MC0637:SPC OH N     -  AUSTIN                                   039 31 59.1
 MC0637:UTM  17      -  AUSTIN                                   040 31 40.7
 MC0637:UTM  16      -  AUSTIN                                   036 34 01.9
 MC0637
 MC0637|---------------------------------------------------------------------|
 MC0637| PID    Reference Object                     Distance      Geod. Az  |
 MC0637|                                                           dddmmss.s |
 MC0637| MC1416 AUSTIN                              APPROX. 2.5 KM 0383340.3 |
 MC0637|---------------------------------------------------------------------|
 MC0637
 MC0637                          SUPERSEDED SURVEY CONTROL
 MC0637
 MC0637  NAD 83(1995)-  41 17 00.71752(N)    083 58 45.88224(W) AD(       ) 3
 MC0637  NAD 83(1986)-  41 17 00.71982(N)    083 58 45.88766(W) AD(       ) 3
 MC0637  NAD 27      -  41 17 00.53600(N)    083 58 46.08100(W) AD(       ) 3
 MC0637  NGVD 29 (??/??/92)  211.753  (m)          694.73   (f) ADJ UNCH    2 0
 MC0637
 MC0637.Superseded values are not recommended for survey control.
 MC0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0637.See file dsdata.txt to determine how the superseded data were derived.
 MC0637
 MC0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5048974515(NAD 83)
 MC0637_MARKER: DB = BENCH MARK DISK
 MC0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0637_STAMPING: D 117 1947
 MC0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0637+STABILITY: SURFACE MOTION
 MC0637
 MC0637  HISTORY     - Date     Condition        Report By
 MC0637  HISTORY     - 1947     MONUMENTED       CGS
 MC0637  HISTORY     - 1963     GOOD             CGS
 MC0637  HISTORY     - 1963     GOOD             NGS
 MC0637  HISTORY     - 1980     GOOD             LOCENG
 MC0637  HISTORY     - 1988     GOOD             USPSQD
 MC0637
 MC0637                          STATION DESCRIPTION
 MC0637
 MC0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC0637'THE STATION IS LOCATED AT THE SOUTHWEST PROPERTY CORNER OF THE
 MC0637'KINDERT (ALFRED
 MC0637'GENTER) FARM, 1 MILE SOUTH AND 2 MILES WEST OF WESTHOPE.
 MC0637'IT IS 14.3 METERS NORTHEAST OF THE
 MC0637'SECTION ROAD INTERSECTIONS.
 MC0637'
 MC0637'STATION IS 14.3 METERS (47 FEET) NE OF THE POINT OF INTERSECTION OF
 MC0637'THE CENTERLINES OF EW AND NS SEC. ROADS,
 MC0637'S 37 DEG 34 MIN W.  STATION IS 11.7 METERS N OF THE CENTERLINE OF
 MC0637'EW ROAD AND 8.3 METERS E OF THE CENTERLINE OF
 MC0637'NS ROAD.
 MC0637'
 MC0637'A STANDARD BENCH MARK DISK STAMPED D 117 1947 IS SET IN THE TOP
 MC0637'OF A 10-INCH
 MC0637'DIAMETER CONCRETE POST.  THE TOP OF THE POST PROTRUDES 3
 MC0637'INCHES ABOVE THE GROUND
 MC0637'SURFACE.
 MC0637
 MC0637                          STATION RECOVERY (1963)
 MC0637
 MC0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC0637'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC0637'EXCEPTION--THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA
 MC0637'TARGET 8 FEET IN DIAMETER.
 MC0637'
 MC0637'ELEVATION OF DISK 694.68 FEET.
 MC0637
 MC0637                          STATION RECOVERY (1963)
 MC0637
 MC0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MC0637'3 MI S FROM WESTHOPE.
 MC0637'1.0 MILE SOUTH AND 2.0 MILES WEST OF WESTHOPE, HENRY COUNTY, AT
 MC0637'THE SOUTHWEST CORNER OF SECTION 20, T 4 N, R 8 E, ON THE KINDERT
 MC0637'FARM, IN 1947, NEAR THE FENCE LINE JUST INSIDE THE PROPERTY LINE,
 MC0637'40 FEET NORTH OF HIGHWAY 281, 47 FEET NORTHEAST OF THE
 MC0637'INTERSECTION OF THE CENTERLINE OF THE HIGHWAY AND THE NORTH-SOUTH
 MC0637'COUNTY ROAD, 27 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 MC0637'COUNTY ROAD, AND 13 FEET NORTHEAST OF THE NORTH CORNER OF A
 MC0637'CULVERT, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK
 MC0637'IS SURROUNDED BY AN 8 FOOT ROUND CONCRETE CAMERA TARGET.
 MC0637
 MC0637                          STATION RECOVERY (1980)
 MC0637
 MC0637'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC0637'D 117 1947 RECOVERED GOOD - TARGET IS BROKEN UP.
 MC0637'
 MC0637'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MI S. AND 2 MI W.,
 MC0637'MCCLURE.
 MC0637
 MC0637                          STATION RECOVERY (1988)
 MC0637
 MC0637'RECOVERY NOTE BY US POWER SQUADRON 1988 (HRS)
 MC0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1584 ***********************************************************************
 KZ1584  DESIGNATION -  D 12
 KZ1584  PID         -  KZ1584
 KZ1584  STATE/COUNTY-  OH/DELAWARE
 KZ1584  USGS QUAD   -  POWELL (1988)
 KZ1584
 KZ1584                         *CURRENT SURVEY CONTROL
 KZ1584  ___________________________________________________________________
 KZ1584* NAD 83(1986)-  40 09 25.     (N)    083 00 24.     (W)     SCALED    
 KZ1584* NAVD 88     -       294.154  (meters)     965.07   (feet)  ADJUSTED  
 KZ1584  ___________________________________________________________________
 KZ1584  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KZ1584  DYNAMIC HT  -         293.998 (meters)     964.56  (feet)  COMP
 KZ1584  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 KZ1584
 KZ1584  VERT ORDER  -  FIRST     CLASS I
 KZ1584
 KZ1584.The horizontal coordinates were scaled from a topographic map and have
 KZ1584.an estimated accuracy of +/- 6 seconds.
 KZ1584
 KZ1584.The orthometric height was determined by differential leveling
 KZ1584.and adjusted by the National Geodetic Survey in June 1991..
 KZ1584.WARNING-Repeat measurements at this control monument indicate possible
 KZ1584.vertical movement.
 KZ1584
 KZ1584.The geoid height was determined by GEOID03.
 KZ1584
 KZ1584.The dynamic height is computed by dividing the NAVD 88
 KZ1584.geopotential number by the normal gravity value computed on the
 KZ1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1584.degrees latitude (g = 980.6199 gals.).
 KZ1584
 KZ1584.The modeled gravity was interpolated from observed gravity values.
 KZ1584
 KZ1584;                    North         East    Units  Estimated Accuracy
 KZ1584;SPC OH N     -    54,570.      556,830.      MT  (+/- 180 meters Scaled)
 KZ1584
 KZ1584                          SUPERSEDED SURVEY CONTROL
 KZ1584
 KZ1584  NGVD 29 (??/??/92)  294.311  (m)          965.59   (f) ADJ UNCH    1 1
 KZ1584
 KZ1584.Superseded values are not recommended for survey control.
 KZ1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1584.See file dsdata.txt to determine how the superseded data were derived.
 KZ1584
 KZ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE290471(NAD 83)
 KZ1584_MARKER: DB = BENCH MARK DISK
 KZ1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1584_STAMPING: D 12 1934
 KZ1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1584+STABILITY: SURFACE MOTION
 KZ1584
 KZ1584  HISTORY     - Date     Condition        Report By
 KZ1584  HISTORY     - 1934     MONUMENTED       CGS
 KZ1584  HISTORY     - 1967     GOOD             NGS
 KZ1584  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KZ1584  HISTORY     - 20050212 GOOD             USPSQD
 KZ1584
 KZ1584                          STATION DESCRIPTION
 KZ1584
 KZ1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1584'4.6 MI N FROM WORTHINGTON.
 KZ1584'ABOUT 4.65 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1584'FROM THE CROSSING OF STATE HIGHWAY 161 AT WORTHINGTON, ABOUT
 KZ1584'0.1 MILE SOUTH OF MILEPOST 125, 46 1/2 FEET SOUTHEAST OF THE
 KZ1584'CENTER OF THE CROSSING OF COUNTY ROAD NO. 14, 39.7 FEET EAST
 KZ1584'OF THE EAST RAIL, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KZ1584'7 FEET NORTH OF A TELEGRAPH POLE, 1 FOOT BELOW THE LEVEL OF THE
 KZ1584'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 KZ1584'ABOVE THE LEVEL OF THE GROUND.
 KZ1584
 KZ1584                          STATION RECOVERY (1990)
 KZ1584
 KZ1584'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1584'MARK NOT FOUND.
 KZ1584
 KZ1584                          STATION RECOVERY (2005)
 KZ1584
 KZ1584'RECOVERY NOTE BY US POWER SQUADRON 2005
 KZ1584'FOUND ON BASE OF HIGH VOLTAGE TOWER 178 FT EAST AND 49 FT SOUTH OF
 KZ1584'MILEPOST 125.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3348 ***********************************************************************
 AE3348  DESIGNATION -  D 12
 AE3348  PID         -  AE3348
 AE3348  STATE/COUNTY-  OH/MONTGOMERY
 AE3348  USGS QUAD   -  DAYTON NORTH (1996)
 AE3348
 AE3348                         *CURRENT SURVEY CONTROL
 AE3348  ___________________________________________________________________
 AE3348* NAD 83(1995)-  39 46 50.11911(N)    084 08 35.06298(W)     ADJUSTED  
 AE3348* NAVD 88     -       233.8    (meters)     767.     (feet)  GPS OBS   
 AE3348  ___________________________________________________________________
 AE3348  X           -     500,885.045 (meters)                     COMP
 AE3348  Y           -  -4,882,862.281 (meters)                     COMP
 AE3348  Z           -   4,059,421.807 (meters)                     COMP
 AE3348  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AE3348  ELLIP HEIGHT-         200.66  (meters)          (10/07/05) GPS OBS
 AE3348  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 AE3348
 AE3348  HORZ ORDER  -  FIRST
 AE3348  ELLP ORDER  -  FOURTH    CLASS I
 AE3348
 AE3348.The horizontal coordinates were established by GPS observations
 AE3348.and adjusted by the National Geodetic Survey in September 1997..
 AE3348
 AE3348.The orthometric height was determined by GPS observations and a
 AE3348.high-resolution geoid model.
 AE3348
 AE3348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3348
 AE3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3348
 AE3348.The ellipsoidal height was determined by GPS observations
 AE3348.and is referenced to NAD 83.
 AE3348
 AE3348.The geoid height was determined by GEOID03.
 AE3348
 AE3348;                    North         East     Units Scale Factor Converg.
 AE3348;SPC OH S     -   198,952.238   459,257.044   MT  0.99995977   -1 02 33.2
 AE3348;UTM  16      - 4,407,309.902   744,663.730   MT  1.00033702   +1 49 44.1
 AE3348
 AE3348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3348!SPC OH S     -   0.99996852  x   0.99995977  =   0.99992829
 AE3348!UTM  16      -   0.99996852  x   1.00033702  =   1.00030553
 AE3348
 AE3348                          SUPERSEDED SURVEY CONTROL
 AE3348
 AE3348  ELLIP H (09/11/97)  200.75   (m)                       GP(       ) 4 1
 AE3348
 AE3348.Superseded values are not recommended for survey control.
 AE3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3348.See file dsdata.txt to determine how the superseded data were derived.
 AE3348
 AE3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4466407310(NAD 83)
 AE3348_MARKER: DD = SURVEY DISK
 AE3348_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3348_STAMPING: COD D-12
 AE3348_MARK LOGO: CODDOP
 AE3348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3348+STABILITY: SURFACE MOTION
 AE3348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3348+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 AE3348
 AE3348  HISTORY     - Date     Condition        Report By
 AE3348  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3348  HISTORY     - 20050916 GOOD             INDIV
 AE3348
 AE3348                          STATION DESCRIPTION
 AE3348
 AE3348'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3348'DESCRIBED BY WOOLPERT 1996 TO REACH THE STATION FROM THE INTERSECTION
 AE3348'OF RT 4 AND HARSHMAN RD IN MONTGOMERY COUNTY GO SOUTH ALONG HARSHMAN
 AE3348'RD FOR 0.4 MI (0.6 KM) TO THE EASTLAND PARK ENTRANCE ROAD GO WEST
 AE3348'ALONG THE ENTRANCE ROAD FOR ABOUT 0.6 MI (1.0 KM) TO A LOCKED
 AE3348'GATE(CONTACT BOB DAVIS, COD WATER DEPT./SURVEY PHONE 937-443-3785).
 AE3348'CONTINUE THROUGH THE GATE FOR 0.3 MI (0.5 KM) TO THE BEND IN THE ROAD
 AE3348'AND THE STATION ON THE LEFT. STATION IS AN ALUMINUM DISK SET
 AE3348'HORIZONTALLY ON A CONCRETE HEADWALL, STAMPED CO D-12, AND IS PROJECTED
 AE3348'1.0 FT (0.3 M) ABOVE THE GROUND. STATION IS LOCATED 53.8 FT (16.4 M)
 AE3348'SOUTHWEST OF A TELEPHONE POLE, 19.9 FT (6.1 M) EAST OF THE WEST CORNER
 AE3348'OF THE HEADWALL, AND APPROX. 467.0 SOUTHEAST OF ELECTRIC POWER LINES.
 AE3348
 AE3348                          STATION RECOVERY (2005)
 AE3348
 AE3348'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AE3348'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0963 ***********************************************************************
 JY0963  DESIGNATION -  D 120
 JY0963  PID         -  JY0963
 JY0963  STATE/COUNTY-  OH/PIKE
 JY0963  USGS QUAD   -  PIKETON (1979)
 JY0963
 JY0963                         *CURRENT SURVEY CONTROL
 JY0963  ___________________________________________________________________
 JY0963* NAD 83(1986)-  39 02 25.     (N)    083 01 38.     (W)     SCALED    
 JY0963* NAVD 88     -       174.464  (meters)     572.39   (feet)  ADJUSTED  
 JY0963  ___________________________________________________________________
 JY0963  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JY0963  DYNAMIC HT  -         174.358 (meters)     572.04  (feet)  COMP
 JY0963  MODELED GRAV-     980,011.9   (mgal)                       NAVD 88
 JY0963
 JY0963  VERT ORDER  -  FIRST     CLASS I
 JY0963
 JY0963.The horizontal coordinates were scaled from a topographic map and have
 JY0963.an estimated accuracy of +/- 6 seconds.
 JY0963
 JY0963.The orthometric height was determined by differential leveling
 JY0963.and adjusted by the National Geodetic Survey in June 1991..
 JY0963
 JY0963.The geoid height was determined by GEOID03.
 JY0963
 JY0963.The dynamic height is computed by dividing the NAVD 88
 JY0963.geopotential number by the normal gravity value computed on the
 JY0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0963.degrees latitude (g = 980.6199 gals.).
 JY0963
 JY0963.The modeled gravity was interpolated from observed gravity values.
 JY0963
 JY0963;                    North         East    Units  Estimated Accuracy
 JY0963;SPC OH S     -   115,620.      554,360.      MT  (+/- 180 meters Scaled)
 JY0963
 JY0963                          SUPERSEDED SURVEY CONTROL
 JY0963
 JY0963  NGVD 29 (??/??/92)  174.624  (m)          572.91   (f) ADJ UNCH    1 1
 JY0963
 JY0963.Superseded values are not recommended for survey control.
 JY0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0963.See file dsdata.txt to determine how the superseded data were derived.
 JY0963
 JY0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD245232(NAD 83)
 JY0963_MARKER: DB = BENCH MARK DISK
 JY0963_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0963_SP_SET: OVERPASS
 JY0963_STAMPING: D 120 1943
 JY0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0963
 JY0963  HISTORY     - Date     Condition        Report By
 JY0963  HISTORY     - 1943     MONUMENTED       CGS
 JY0963  HISTORY     - 1958     GOOD             NGS
 JY0963  HISTORY     - 1967     GOOD             NGS
 JY0963
 JY0963                          STATION DESCRIPTION
 JY0963
 JY0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0963'1.8 MI SW FROM PIKETON.
 JY0963'ABOUT 1.8 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0963'FROM THE STATION AT PIKETON, ABOUT 0.35 MILE SOUTH OF THE OVERPASS
 JY0963'OVER STATE HIGHWAY 124, ABOUT 0.1 MILE NORTH OF MILE POST 629
 JY0963'IN THE TOP OF THE SOUTH END OF WEST HEAD WALL OF A NARROW
 JY0963'OVERPASS OVER A PRIVATE GRAVEL ROAD, 14 FEET WEST OF WEST RAIL
 JY0963'OF WEST TRACK, 1/2 FOOT NORTH OF SOUTH END OF HEAD WALL AND ABOUT
 JY0963'7 FEET BELOW LEVEL OF TRACK.
 JY0963
 JY0963                          STATION RECOVERY (1967)
 JY0963
 JY0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1227 ***********************************************************************
 KY1227  DESIGNATION -  D 121
 KY1227  PID         -  KY1227
 KY1227  STATE/COUNTY-  OH/TUSCARAWAS
 KY1227  USGS QUAD   -  DOVER (1994)
 KY1227
 KY1227                         *CURRENT SURVEY CONTROL
 KY1227  ___________________________________________________________________
 KY1227* NAD 83(1986)-  40 32 35.     (N)    081 29 51.     (W)     SCALED    
 KY1227* NAVD 88     -       270.102  (meters)     886.16   (feet)  ADJUSTED  
 KY1227  ___________________________________________________________________
 KY1227  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KY1227  DYNAMIC HT  -         269.972 (meters)     885.73  (feet)  COMP
 KY1227  MODELED GRAV-     980,135.4   (mgal)                       NAVD 88
 KY1227
 KY1227  VERT ORDER  -  FIRST     CLASS II
 KY1227
 KY1227.The horizontal coordinates were scaled from a topographic map and have
 KY1227.an estimated accuracy of +/- 6 seconds.
 KY1227
 KY1227.The orthometric height was determined by differential leveling
 KY1227.and adjusted by the National Geodetic Survey in June 1991..
 KY1227
 KY1227.The geoid height was determined by GEOID03.
 KY1227
 KY1227.The dynamic height is computed by dividing the NAVD 88
 KY1227.geopotential number by the normal gravity value computed on the
 KY1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1227.degrees latitude (g = 980.6199 gals.).
 KY1227
 KY1227.The modeled gravity was interpolated from observed gravity values.
 KY1227
 KY1227;                    North         East    Units  Estimated Accuracy
 KY1227;SPC OH N     -    97,810.      684,920.      MT  (+/- 180 meters Scaled)
 KY1227
 KY1227                          SUPERSEDED SURVEY CONTROL
 KY1227
 KY1227  NGVD 29 (??/??/92)  270.310  (m)          886.84   (f) ADJ UNCH    1 2
 KY1227
 KY1227.Superseded values are not recommended for survey control.
 KY1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1227.See file dsdata.txt to determine how the superseded data were derived.
 KY1227
 KY1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME578881(NAD 83)
 KY1227_MARKER: DB = BENCH MARK DISK
 KY1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1227_STAMPING: D 121 1943
 KY1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1227+STABILITY: SURFACE MOTION
 KY1227
 KY1227  HISTORY     - Date     Condition        Report By
 KY1227  HISTORY     - 1943     MONUMENTED       CGS
 KY1227
 KY1227                          STATION DESCRIPTION
 KY1227
 KY1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1227'2 MI NW FROM DOVER.
 KY1227'2.0 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1227'PASSENGER STATION AT DOVER, TUSCARAWAS COUNTY, 52 FEET NORTH OF
 KY1227'POLE 75+1, 28.8 FEET SOUTH OF A T-FENCE CORNER, 30 FEET EAST OF
 KY1227'THE CENTERLINE OF THE EAST TRACK, 2.2 FEET WEST OF THE RIGHT-OF-WAY
 KY1227'FENCE, AND 2.2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 KY1227'STANDARD DISK, STAMPED D 121 1943 AND SET IN THE TOP OF A CONCRETE
 KY1227'POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0298 ***********************************************************************
 MD0298  DESIGNATION -  D 122
 MD0298  PID         -  MD0298
 MD0298  STATE/COUNTY-  OH/PAULDING
 MD0298  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0298
 MD0298                         *CURRENT SURVEY CONTROL
 MD0298  ___________________________________________________________________
 MD0298* NAD 83(1986)-  41 14 46.     (N)    084 45 24.     (W)     SCALED    
 MD0298* NAVD 88     -       222.573  (meters)     730.22   (feet)  ADJUSTED  
 MD0298  ___________________________________________________________________
 MD0298  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MD0298  DYNAMIC HT  -         222.484 (meters)     729.93  (feet)  COMP
 MD0298  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 MD0298
 MD0298  VERT ORDER  -  SECOND    CLASS 0
 MD0298
 MD0298.The horizontal coordinates were scaled from a topographic map and have
 MD0298.an estimated accuracy of +/- 6 seconds.
 MD0298
 MD0298.The orthometric height was determined by differential leveling
 MD0298.and adjusted by the National Geodetic Survey in June 1991..
 MD0298
 MD0298.The geoid height was determined by GEOID03.
 MD0298
 MD0298.The dynamic height is computed by dividing the NAVD 88
 MD0298.geopotential number by the normal gravity value computed on the
 MD0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0298.degrees latitude (g = 980.6199 gals.).
 MD0298
 MD0298.The modeled gravity was interpolated from observed gravity values.
 MD0298
 MD0298;                    North         East    Units  Estimated Accuracy
 MD0298;SPC OH N     -   177,840.      410,880.      MT  (+/- 180 meters Scaled)
 MD0298
 MD0298                          SUPERSEDED SURVEY CONTROL
 MD0298
 MD0298  NGVD 29 (??/??/92)  222.72   (m)          730.7    (f) COMPUTED    2 0
 MD0298
 MD0298.Superseded values are not recommended for survey control.
 MD0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0298.See file dsdata.txt to determine how the superseded data were derived.
 MD0298
 MD0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL879685(NAD 83)
 MD0298_MARKER: DB = BENCH MARK DISK
 MD0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0298_SP_SET: DRAIN BOX
 MD0298_STAMPING: D 122 1946
 MD0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0298
 MD0298  HISTORY     - Date     Condition        Report By
 MD0298  HISTORY     - 1946     MONUMENTED       CGS
 MD0298
 MD0298                          STATION DESCRIPTION
 MD0298
 MD0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0298'3.5 MI S FROM HICKSVILLE.
 MD0298'ABOUT 3.5 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE POST
 MD0298'OFFICE AT HICKSVILLE, ABOUT 0.45 MILES SOUTH OF THE DEFIANCE-PAULDING
 MD0298'COUNTY LINE, ABOUT 0.1 MILE NORTH OF A SMALL STEEL BRIDGE, IN
 MD0298'THE TOP OF THE NORTHEAST CORNER OF A 5 BY 5 FOOT CONCRETE DRAIN
 MD0298'BOX, 35 FEET NORTH OF THE CENTER LINE OF THE DRIVE WAY TO A
 MD0298'FARM, 13 FEET SOUTHWEST OF POWER POLE 306/36, 21 FEET EAST
 MD0298'OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0433 ***********************************************************************
 MD0433  DESIGNATION -  D 123
 MD0433  PID         -  MD0433
 MD0433  STATE/COUNTY-  OH/DEFIANCE
 MD0433  USGS QUAD   -  EDGERTON (1977)
 MD0433
 MD0433                         *CURRENT SURVEY CONTROL
 MD0433  ___________________________________________________________________
 MD0433* NAD 83(1986)-  41 22 57.     (N)    084 42 34.     (W)     SCALED    
 MD0433* NAVD 88     -       255.294  (meters)     837.58   (feet)  ADJUSTED  
 MD0433  ___________________________________________________________________
 MD0433  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MD0433  DYNAMIC HT  -         255.193 (meters)     837.25  (feet)  COMP
 MD0433  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 MD0433
 MD0433  VERT ORDER  -  SECOND    CLASS 0
 MD0433
 MD0433.The horizontal coordinates were scaled from a topographic map and have
 MD0433.an estimated accuracy of +/- 6 seconds.
 MD0433
 MD0433.The orthometric height was determined by differential leveling
 MD0433.and adjusted by the National Geodetic Survey in June 1991..
 MD0433
 MD0433.The geoid height was determined by GEOID03.
 MD0433
 MD0433.The dynamic height is computed by dividing the NAVD 88
 MD0433.geopotential number by the normal gravity value computed on the
 MD0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0433.degrees latitude (g = 980.6199 gals.).
 MD0433
 MD0433.The modeled gravity was interpolated from observed gravity values.
 MD0433
 MD0433;                    North         East    Units  Estimated Accuracy
 MD0433;SPC OH N     -   192,880.      415,220.      MT  (+/- 180 meters Scaled)
 MD0433
 MD0433                          SUPERSEDED SURVEY CONTROL
 MD0433
 MD0433  NGVD 29 (??/??/92)  255.438  (m)          838.05   (f) ADJ UNCH    2 0
 MD0433
 MD0433.Superseded values are not recommended for survey control.
 MD0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0433.See file dsdata.txt to determine how the superseded data were derived.
 MD0433
 MD0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL915837(NAD 83)
 MD0433_MARKER: DB = BENCH MARK DISK
 MD0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0433_STAMPING: D 123 1946
 MD0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0433+STABILITY: SURFACE MOTION
 MD0433
 MD0433  HISTORY     - Date     Condition        Report By
 MD0433  HISTORY     - 1946     MONUMENTED       CGS
 MD0433  HISTORY     - 1985     GOOD             USPSQD
 MD0433
 MD0433                          STATION DESCRIPTION
 MD0433
 MD0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0433'4.1 MI W FROM FARMER.
 MD0433'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 249 FROM THE JUNCTION
 MD0433'OF STATE HIGHWAY 2N AT FARMER, ABOUT 2.0 MILES EAST OF THE
 MD0433'INTERSECTION OF STATE HIGHWAY 49, AT A NORTH-SOUTH BLACK TOP
 MD0433'CROSS ROAD, 69 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23
 MD0433'FEET EAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 41 FEET SOUTH
 MD0433'OF TELEPHONE POLE NO. 23/135 AT A FENCE CORNER, 1 FOOT WEST OF
 MD0433'THE WIRE FENCE, ABOUT 0.5 FOOT ABOVE THE ROAD LEADING SOUTH, AND
 MD0433'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MD0433
 MD0433                          STATION RECOVERY (1985)
 MD0433
 MD0433'RECOVERY NOTE BY US POWER SQUADRON 1985
 MD0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0470 ***********************************************************************
 MD0470  DESIGNATION -  D 124 RESET
 MD0470  PID         -  MD0470
 MD0470  STATE/COUNTY-  OH/PAULDING
 MD0470  USGS QUAD   -  ANTWERP (1973)
 MD0470
 MD0470                         *CURRENT SURVEY CONTROL
 MD0470  ___________________________________________________________________
 MD0470* NAD 83(1986)-  41 12 26.     (N)    084 40 29.     (W)     SCALED    
 MD0470* NAVD 88     -       220.42   (+/-2cm)     723.2    (feet)  VERTCON   
 MD0470  ___________________________________________________________________
 MD0470  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MD0470
 MD0470  VERT ORDER  -  THIRD (See Below)
 MD0470
 MD0470.The horizontal coordinates were scaled from a topographic map and have
 MD0470.an estimated accuracy of +/- 6 seconds.
 MD0470
 MD0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD0470.The vertical order pertains to the NGVD 29 superseded value.
 MD0470
 MD0470.The geoid height was determined by GEOID03.
 MD0470
 MD0470;                    North         East    Units  Estimated Accuracy
 MD0470;SPC OH N     -   173,350.      417,630.      MT  (+/- 180 meters Scaled)
 MD0470
 MD0470                          SUPERSEDED SURVEY CONTROL
 MD0470
 MD0470  NGVD 29 (??/??/??)  220.57   (m)          723.7    (f) RESET       3  
 MD0470
 MD0470.Superseded values are not recommended for survey control.
 MD0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0470.See file dsdata.txt to determine how the superseded data were derived.
 MD0470
 MD0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL949643(NAD 83)
 MD0470_MARKER: DB = BENCH MARK DISK
 MD0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0470_STAMPING: D 124 RESET 1958
 MD0470_MARK LOGO: CGS   
 MD0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0470+STABILITY: SURFACE MOTION
 MD0470
 MD0470  HISTORY     - Date     Condition        Report By
 MD0470  HISTORY     - 1958     MONUMENTED       CGS
 MD0470  HISTORY     - 1961     GOOD             CGS
 MD0470
 MD0470                          STATION DESCRIPTION
 MD0470
 MD0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0470'4.2 MI NE FROM ANTWERP.
 MD0470'ABOUT 4.15 MILES NORTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST
 MD0470'OFFICE AT ANTWERP, 270 FEET SOUTH OF THE JUNCTION OF A PAVED ROAD
 MD0470'LEADING EAST, 32 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 MD0470'65 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTH,
 MD0470'18 FEET SOUTH OF THE CENTERLINE OF A DRIVE CONNECTING HIGHWAY
 MD0470'24 AND THE GRAVEL ROAD SOUTH, AND SET IN A CONCRETE MONUMENT ON
 MD0470'US-24 AT STATION 407+24, 48 FEET LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0683 ***********************************************************************
 LA0683  DESIGNATION -  D 125 RESET
 LA0683  PID         -  LA0683
 LA0683  STATE/COUNTY-  OH/VAN WERT
 LA0683  USGS QUAD   -  WREN (1994)
 LA0683
 LA0683                         *CURRENT SURVEY CONTROL
 LA0683  ___________________________________________________________________
 LA0683* NAD 83(1986)-  40 50 39.     (N)    084 45 15.     (W)     SCALED    
 LA0683* NAVD 88     -       249.69   (+/-2cm)     819.2    (feet)  VERTCON   
 LA0683  ___________________________________________________________________
 LA0683  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0683
 LA0683  VERT ORDER  -  THIRD (See Below)
 LA0683
 LA0683.The horizontal coordinates were scaled from a topographic map and have
 LA0683.an estimated accuracy of +/- 6 seconds.
 LA0683
 LA0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA0683.The vertical order pertains to the NGVD 29 superseded value.
 LA0683
 LA0683.The geoid height was determined by GEOID03.
 LA0683
 LA0683;                    North         East    Units  Estimated Accuracy
 LA0683;SPC OH N     -   133,210.      409,930.      MT  (+/- 180 meters Scaled)
 LA0683
 LA0683                          SUPERSEDED SURVEY CONTROL
 LA0683
 LA0683  NGVD 29 (??/??/??)  249.85   (m)          819.7    (f) RESET       3  
 LA0683
 LA0683.Superseded values are not recommended for survey control.
 LA0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0683.See file dsdata.txt to determine how the superseded data were derived.
 LA0683
 LA0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL893238(NAD 83)
 LA0683_MARKER: DB = BENCH MARK DISK
 LA0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0683_STAMPING: D 125 RESET 1968
 LA0683_MARK LOGO: CGS   
 LA0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0683+STABILITY: SURFACE MOTION
 LA0683
 LA0683  HISTORY     - Date     Condition        Report By
 LA0683  HISTORY     - 1968     MONUMENTED       LOCENG
 LA0683  HISTORY     - 1969     GOOD             CGS
 LA0683
 LA0683                          STATION DESCRIPTION
 LA0683
 LA0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LA0683'0.4 MI W FROM MIDDLEBURY.
 LA0683'ABOUT 0.45 MILE WEST ALONG U.S. HIGHWAY 224 FROM THE CROSSROADS AT
 LA0683'MIDDLEBURY, ABOUT 0.35 MILE EAST OF A GRAVEL ROAD, ABOUT 25 FEET
 LA0683'WEST OF A SMALL CROSS-OVER PIPE, ALONG THE NORTH RIGHT-OF-WAY
 LA0683'LINE U.S. HIGHWAY 224, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0587 ***********************************************************************
 LA0587  DESIGNATION -  D 126
 LA0587  PID         -  LA0587
 LA0587  STATE/COUNTY-  OH/VAN WERT
 LA0587  USGS QUAD   -  SCOTT (1988)
 LA0587
 LA0587                         *CURRENT SURVEY CONTROL
 LA0587  ___________________________________________________________________
 LA0587* NAD 83(1986)-  40 56 46.     (N)    084 36 40.     (W)     SCALED    
 LA0587* NAVD 88     -       230.031  (meters)     754.69   (feet)  ADJUSTED  
 LA0587  ___________________________________________________________________
 LA0587  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 LA0587  DYNAMIC HT  -         229.931 (meters)     754.37  (feet)  COMP
 LA0587  MODELED GRAV-     980,183.1   (mgal)                       NAVD 88
 LA0587
 LA0587  VERT ORDER  -  SECOND    CLASS 0
 LA0587
 LA0587.The horizontal coordinates were scaled from a topographic map and have
 LA0587.an estimated accuracy of +/- 6 seconds.
 LA0587
 LA0587.The orthometric height was determined by differential leveling
 LA0587.and adjusted by the National Geodetic Survey in June 1991..
 LA0587
 LA0587.The geoid height was determined by GEOID03.
 LA0587
 LA0587.The dynamic height is computed by dividing the NAVD 88
 LA0587.geopotential number by the normal gravity value computed on the
 LA0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0587.degrees latitude (g = 980.6199 gals.).
 LA0587
 LA0587.The modeled gravity was interpolated from observed gravity values.
 LA0587
 LA0587;                    North         East    Units  Estimated Accuracy
 LA0587;SPC OH N     -   144,230.      422,260.      MT  (+/- 180 meters Scaled)
 LA0587
 LA0587                          SUPERSEDED SURVEY CONTROL
 LA0587
 LA0587  NGVD 29 (??/??/92)  230.189  (m)          755.21   (f) ADJ UNCH    2 0
 LA0587
 LA0587.Superseded values are not recommended for survey control.
 LA0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0587.See file dsdata.txt to determine how the superseded data were derived.
 LA0587
 LA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL010355(NAD 83)
 LA0587_MARKER: DB = BENCH MARK DISK
 LA0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0587_SP_SET: ABUTMENT
 LA0587_STAMPING: D 126 1947
 LA0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0587
 LA0587  HISTORY     - Date     Condition        Report By
 LA0587  HISTORY     - 1947     MONUMENTED       CGS
 LA0587
 LA0587                          STATION DESCRIPTION
 LA0587
 LA0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0587'1.6 MI W FROM CAVETT.
 LA0587'ABOUT 1.6 MILES WEST ALONG A BLACK TOP ROAD FROM THE CINCINNATI
 LA0587'NORTHERN RAILROAD STATION AT CAVETT, AT A GRAVEL CROSS ROAD
 LA0587'WITH A BRIDGE ON THE ROAD NORTH, IN THE TOP OF THE SECOND STEP
 LA0587'OF THE WEST END OF THE NORTH ABUTMENT OF THE BRIDGE, 61 FEET
 LA0587'NORTH OF THE CENTER LINE OF THE MAIN ROAD, 133 FEET WEST OF THE
 LA0587'CENTER LINE OF THE ROAD NORTH, AND ABOUT 1 FOOT BELOW THE
 LA0587'ROAD NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0604 ***********************************************************************
 LA0604  DESIGNATION -  D 127
 LA0604  PID         -  LA0604
 LA0604  STATE/COUNTY-  OH/MERCER
 LA0604  USGS QUAD   -  WILLSHIRE (1960)
 LA0604
 LA0604                         *CURRENT SURVEY CONTROL
 LA0604  ___________________________________________________________________
 LA0604* NAD 83(1986)-  40 39 18.     (N)    084 47 06.     (W)     SCALED    
 LA0604* NAVD 88     -       253.000  (meters)     830.05   (feet)  ADJUSTED  
 LA0604  ___________________________________________________________________
 LA0604  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 LA0604  DYNAMIC HT  -         252.883 (meters)     829.67  (feet)  COMP
 LA0604  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 LA0604
 LA0604  VERT ORDER  -  SECOND    CLASS 0
 LA0604
 LA0604.The horizontal coordinates were scaled from a topographic map and have
 LA0604.an estimated accuracy of +/- 6 seconds.
 LA0604
 LA0604.The orthometric height was determined by differential leveling
 LA0604.and adjusted by the National Geodetic Survey in June 1991..
 LA0604
 LA0604.The geoid height was determined by GEOID03.
 LA0604
 LA0604.The dynamic height is computed by dividing the NAVD 88
 LA0604.geopotential number by the normal gravity value computed on the
 LA0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0604.degrees latitude (g = 980.6199 gals.).
 LA0604
 LA0604.The modeled gravity was interpolated from observed gravity values.
 LA0604
 LA0604;                    North         East    Units  Estimated Accuracy
 LA0604;SPC OH N     -   112,280.      406,780.      MT  (+/- 180 meters Scaled)
 LA0604
 LA0604                          SUPERSEDED SURVEY CONTROL
 LA0604
 LA0604  NGVD 29 (??/??/92)  253.157  (m)          830.57   (f) ADJ UNCH    2 0
 LA0604
 LA0604.Superseded values are not recommended for survey control.
 LA0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0604.See file dsdata.txt to determine how the superseded data were derived.
 LA0604
 LA0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL872028(NAD 83)
 LA0604_MARKER: DB = BENCH MARK DISK
 LA0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0604_STAMPING: D 127 1947
 LA0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0604+STABILITY: SURFACE MOTION
 LA0604
 LA0604  HISTORY     - Date     Condition        Report By
 LA0604  HISTORY     - 1947     MONUMENTED       CGS
 LA0604
 LA0604                          STATION DESCRIPTION
 LA0604
 LA0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0604'1 MI N FROM CHATTANOOGA.
 LA0604'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 49 FROM THE METHODIST
 LA0604'CHURCH AT CHATTANOOGA, AT THE INTERSECTION OF STATE HIGHWAY 707,
 LA0604'ABOUT 1.0 MILE EAST ALONG HIGHWAY 707 FROM THE INDIANA-OHIO STATE
 LA0604'LINE, 71 FEET EAST OF THE CENTER LINE OF HIGHWAY 49, 29 FEET NORTH
 LA0604'OF THE CENTER LINE OF HIGHWAY 707, 38.5 FEET EAST OF A FENCE
 LA0604'CORNER, 40 FEET EAST OF A POWER POLE, 1 FOOT SOUTH OF THE FENCE
 LA0604'LINE, 2 FEET WEST OF A WHITE WOODEN WINTESS POST, ABOUT LEVEL WITH
 LA0604'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LA0604'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0557 ***********************************************************************
 LA0557  DESIGNATION -  D 128
 LA0557  PID         -  LA0557
 LA0557  STATE/COUNTY-  OH/MERCER
 LA0557  USGS QUAD   -  ERASTUS (1980)
 LA0557
 LA0557                         *CURRENT SURVEY CONTROL
 LA0557  ___________________________________________________________________
 LA0557* NAD 83(1986)-  40 32 44.     (N)    084 38 50.     (W)     SCALED    
 LA0557* NAVD 88     -       266.113  (meters)     873.07   (feet)  ADJUSTED  
 LA0557  ___________________________________________________________________
 LA0557  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LA0557  DYNAMIC HT  -         265.986 (meters)     872.66  (feet)  COMP
 LA0557  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 LA0557
 LA0557  VERT ORDER  -  SECOND    CLASS 0
 LA0557
 LA0557.The horizontal coordinates were scaled from a topographic map and have
 LA0557.an estimated accuracy of +/- 6 seconds.
 LA0557
 LA0557.The orthometric height was determined by differential leveling
 LA0557.and adjusted by the National Geodetic Survey in June 1991..
 LA0557
 LA0557.The geoid height was determined by GEOID03.
 LA0557
 LA0557.The dynamic height is computed by dividing the NAVD 88
 LA0557.geopotential number by the normal gravity value computed on the
 LA0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0557.degrees latitude (g = 980.6199 gals.).
 LA0557
 LA0557.The modeled gravity was interpolated from observed gravity values.
 LA0557
 LA0557;                    North         East    Units  Estimated Accuracy
 LA0557;SPC OH N     -    99,840.      418,130.      MT  (+/- 180 meters Scaled)
 LA0557
 LA0557                          SUPERSEDED SURVEY CONTROL
 LA0557
 LA0557  NGVD 29 (??/??/92)  266.268  (m)          873.58   (f) ADJ UNCH    2 0
 LA0557
 LA0557.Superseded values are not recommended for survey control.
 LA0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0557.See file dsdata.txt to determine how the superseded data were derived.
 LA0557
 LA0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK992909(NAD 83)
 LA0557_MARKER: DB = BENCH MARK DISK
 LA0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0557_STAMPING: D 128 1947
 LA0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0557+STABILITY: SURFACE MOTION
 LA0557
 LA0557  HISTORY     - Date     Condition        Report By
 LA0557  HISTORY     - 1947     MONUMENTED       CGS
 LA0557
 LA0557                          STATION DESCRIPTION
 LA0557
 LA0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0557'3.9 MI W FROM CELINA.
 LA0557'ABOUT 3.9 MILES WEST ALONG STATE HIGHWAY 29 FROM ITS JUNCTION
 LA0557'WITH U.S. HIGHWAY 127 AT CELINA, AT THE JUNCTION OF STATE
 LA0557'HIGHWAY 118 NORTH AND A GRAVEL ROAD SOUTH, 39 FEET NORTH OF THE
 LA0557'CENTER LINE OF HIGHWAY 29, 60 FEET EAST OF THE CENTER LINE OF
 LA0557'HIGHWAY 118N, 40 FEET EAST OF A FENCE CORNER, 58 FEET WEST OF A
 LA0557'TELEPHONE POLE, 2 FEET SOUTH OF THE FENCE LINE, 2 FEET WEST OF
 LA0557'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 LA0557'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1184 ***********************************************************************
 JZ1184  DESIGNATION -  D 129
 JZ1184  PID         -  JZ1184
 JZ1184  STATE/COUNTY-  OH/DARKE
 JZ1184  USGS QUAD   -  NEW MADISON (1984)
 JZ1184
 JZ1184                         *CURRENT SURVEY CONTROL
 JZ1184  ___________________________________________________________________
 JZ1184* NAD 83(1986)-  39 59 45.     (N)    084 43 22.     (W)     SCALED    
 JZ1184* NAVD 88     -       344.470  (meters)    1130.15   (feet)  ADJUSTED  
 JZ1184  ___________________________________________________________________
 JZ1184  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JZ1184  DYNAMIC HT  -         344.274 (meters)    1129.51  (feet)  COMP
 JZ1184  MODELED GRAV-     980,048.7   (mgal)                       NAVD 88
 JZ1184
 JZ1184  VERT ORDER  -  SECOND    CLASS 0
 JZ1184
 JZ1184.The horizontal coordinates were scaled from a topographic map and have
 JZ1184.an estimated accuracy of +/- 6 seconds.
 JZ1184
 JZ1184.The orthometric height was determined by differential leveling
 JZ1184.and adjusted by the National Geodetic Survey in June 1991..
 JZ1184
 JZ1184.The geoid height was determined by GEOID03.
 JZ1184
 JZ1184.The dynamic height is computed by dividing the NAVD 88
 JZ1184.geopotential number by the normal gravity value computed on the
 JZ1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1184.degrees latitude (g = 980.6199 gals.).
 JZ1184
 JZ1184.The modeled gravity was interpolated from observed gravity values.
 JZ1184
 JZ1184;                    North         East    Units  Estimated Accuracy
 JZ1184;SPC OH S     -   223,910.      410,200.      MT  (+/- 180 meters Scaled)
 JZ1184
 JZ1184                          SUPERSEDED SURVEY CONTROL
 JZ1184
 JZ1184  NGVD 29 (??/??/92)  344.611  (m)         1130.61   (f) ADJ UNCH    2 0
 JZ1184
 JZ1184.Superseded values are not recommended for survey control.
 JZ1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1184.See file dsdata.txt to determine how the superseded data were derived.
 JZ1184
 JZ1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK944297(NAD 83)
 JZ1184_MARKER: DB = BENCH MARK DISK
 JZ1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1184_STAMPING: D 129 1947
 JZ1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1184+STABILITY: SURFACE MOTION
 JZ1184
 JZ1184  HISTORY     - Date     Condition        Report By
 JZ1184  HISTORY     - 1947     MONUMENTED       CGS
 JZ1184
 JZ1184                          STATION DESCRIPTION
 JZ1184
 JZ1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1184'3.6 MI W FROM SAVONA.
 JZ1184'3.55 MILES WEST ALONG A BLACK TOP ROAD TO HOLLANSBURG FROM ITS
 JZ1184'CROSSING WITH THE CINCINNATI NORTHERN RAILROAD AT SAVONA, AT THE
 JZ1184'SOUTH END OF A CORRECTION JOG IN THE ROAD (THE EAST TANGENT
 JZ1184'BEING FURTHER SOUTH) AND A NORTH-SOUTH GRAVEL ROAD, 18 FEET WEST
 JZ1184'OF THE CENTER LINE OF THE NORTH-SOUTH STRETCH OF BLACK TOP ROAD
 JZ1184'AND THE GRAVEL ROAD, 3.0 FEET SOUTH OF THE PROLONGED CENTER
 JZ1184'LINE OF THE EAST TANGENT OF THE BLACK TOP ROAD, 74 FEET NORTHWEST
 JZ1184'OF THE NORTHWEST CORNER OF THE R.S. HOLLINGER FARM HOUSE, 1.5
 JZ1184'FEET EAST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 JZ1184'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JZ1184'CONCRETE POST PROJECTING 4 INCHES.  MARK IS ABOUT 3.9 MILES
 JZ1184'EAST OF THE CROSSROADS AT HOLLANSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0016 ***********************************************************************
 MC0016  DESIGNATION -  D 13
 MC0016  PID         -  MC0016
 MC0016  STATE/COUNTY-  OH/LORAIN
 MC0016  USGS QUAD   -  LORAIN (1979)
 MC0016
 MC0016                         *CURRENT SURVEY CONTROL
 MC0016  ___________________________________________________________________
 MC0016* NAD 83(1986)-  41 27 42.     (N)    082 10 13.     (W)     SCALED    
 MC0016* NAVD 88     -       186.744  (meters)     612.68   (feet)  ADJUSTED  
 MC0016  ___________________________________________________________________
 MC0016  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 MC0016  DYNAMIC HT  -         186.670 (meters)     612.43  (feet)  COMP
 MC0016  MODELED GRAV-     980,225.5   (mgal)                       NAVD 88
 MC0016
 MC0016  VERT ORDER  -  SECOND    CLASS 0
 MC0016
 MC0016.The horizontal coordinates were scaled from a topographic map and have
 MC0016.an estimated accuracy of +/- 6 seconds.
 MC0016
 MC0016.The orthometric height was determined by differential leveling
 MC0016.and adjusted by the National Geodetic Survey in June 1991..
 MC0016
 MC0016.The geoid height was determined by GEOID03.
 MC0016
 MC0016.The dynamic height is computed by dividing the NAVD 88
 MC0016.geopotential number by the normal gravity value computed on the
 MC0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0016.degrees latitude (g = 980.6199 gals.).
 MC0016
 MC0016.The modeled gravity was interpolated from observed gravity values.
 MC0016
 MC0016;                    North         East    Units  Estimated Accuracy
 MC0016;SPC OH N     -   199,380.      627,550.      MT  (+/- 180 meters Scaled)
 MC0016
 MC0016                          SUPERSEDED SURVEY CONTROL
 MC0016
 MC0016  NGVD 29 (??/??/92)  186.888  (m)          613.15   (f) ADJ UNCH    2 0
 MC0016
 MC0016.Superseded values are not recommended for survey control.
 MC0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0016.See file dsdata.txt to determine how the superseded data were derived.
 MC0016
 MC0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF022906(NAD 83)
 MC0016_MARKER: DB = BENCH MARK DISK
 MC0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0016_STAMPING: D 13 1934
 MC0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0016+STABILITY: SURFACE MOTION
 MC0016
 MC0016  HISTORY     - Date     Condition        Report By
 MC0016  HISTORY     - 1934     MONUMENTED       CGS
 MC0016  HISTORY     - 1958     MARK NOT FOUND   NGS
 MC0016  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0016  HISTORY     - 19970526 MARK NOT FOUND   USPSQD
 MC0016
 MC0016                          STATION DESCRIPTION
 MC0016
 MC0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MC0016'AT LORAIN.
 MC0016'AT LORAIN, LORAIN COUNTY, ON THE NEW YORK, CHICAGO AND ST. LOUIS
 MC0016'RAILROAD, 47 YARDS EAST OF THE STATION, 103 YARDS WEST OF HIGH
 MC0016'TENSION TOWER 1073, 60 FEET EAST OF A SEMAPHORE, 25 FEET SOUTH
 MC0016'OF THE SOUTH RAIL, AND ABOUT 2 FEET ABOVE THE TOP OF THE RAIL.
 MC0016'A STANDARD DISK, STAMPED D 13 1934 AND SET IN THE TOP OF A
 MC0016'CONCRETE POST.
 MC0016
 MC0016                          STATION RECOVERY (1980)
 MC0016
 MC0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0016'NOT RECOVERED, ALSO NOT RECOVERED IN 1958.
 MC0016
 MC0016                          STATION RECOVERY (1997)
 MC0016
 MC0016'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3261 ***********************************************************************
 AE3261  DESIGNATION -  D 13
 AE3261  PID         -  AE3261
 AE3261  STATE/COUNTY-  OH/MONTGOMERY
 AE3261  USGS QUAD   -  FAIRBORN (1992)
 AE3261
 AE3261                         *CURRENT SURVEY CONTROL
 AE3261  ___________________________________________________________________
 AE3261* NAD 83(1995)-  39 49 28.26338(N)    084 06 21.03807(W)     ADJUSTED  
 AE3261* NAVD 88     -       296.2    (meters)     972.     (feet)  GPS OBS   
 AE3261  ___________________________________________________________________
 AE3261  X           -     503,741.961 (meters)                     COMP
 AE3261  Y           -  -4,879,477.563 (meters)                     COMP
 AE3261  Z           -   4,063,209.010 (meters)                     COMP
 AE3261  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AE3261  ELLIP HEIGHT-         263.03  (meters)          (10/07/05) GPS OBS
 AE3261  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AE3261
 AE3261  HORZ ORDER  -  FIRST
 AE3261  ELLP ORDER  -  FOURTH    CLASS I
 AE3261
 AE3261.The horizontal coordinates were established by GPS observations
 AE3261.and adjusted by the National Geodetic Survey in September 1997..
 AE3261
 AE3261.The orthometric height was determined by GPS observations and a
 AE3261.high-resolution geoid model.
 AE3261
 AE3261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3261
 AE3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3261
 AE3261.The ellipsoidal height was determined by GPS observations
 AE3261.and is referenced to NAD 83.
 AE3261
 AE3261.The geoid height was determined by GEOID03.
 AE3261
 AE3261;                    North         East     Units Scale Factor Converg.
 AE3261;SPC OH S     -   203,771.384   462,532.423   MT  0.99996536   -1 01 08.2
 AE3261;UTM  16      - 4,412,289.040   747,694.658   MT  1.00035539   +1 51 16.1
 AE3261
 AE3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3261!SPC OH S     -   0.99995874  x   0.99996536  =   0.99992410
 AE3261!UTM  16      -   0.99995874  x   1.00035539  =   1.00031411
 AE3261
 AE3261                          SUPERSEDED SURVEY CONTROL
 AE3261
 AE3261  ELLIP H (09/11/97)  263.12   (m)                       GP(       ) 4 1
 AE3261
 AE3261.Superseded values are not recommended for survey control.
 AE3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3261.See file dsdata.txt to determine how the superseded data were derived.
 AE3261
 AE3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4769512289(NAD 83)
 AE3261_MARKER: DD = SURVEY DISK
 AE3261_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3261_STAMPING: COD D-13
 AE3261_MARK LOGO: CODDOP
 AE3261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3261+STABILITY: SURFACE MOTION
 AE3261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3261+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3261
 AE3261  HISTORY     - Date     Condition        Report By
 AE3261  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3261
 AE3261                          STATION DESCRIPTION
 AE3261
 AE3261'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3261'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3261'I-70 AND RT 201 IN MONTGOMERY COUNTY GO SOUTH ALONG RT 201 FOR 3.0 MI
 AE3261'(4.8 KM) TO KITRIDGE RD GO EAST ALONG KITRIDGE RD FOR 0.75 MI (1.21
 AE3261'KM) TO GANDER RD EAST AND THE STATION LOCATED IN THE CENTER OF THE
 AE3261'INTERSECTION. STATION IS AN ALUMINUM DISK IN AN ENCASED IN A IRON
 AE3261'MONUMENT BOX, STAMPED COD D-13, AND IS 0.42 FT (0.13 M) BELOW THE
 AE3261'SURFACE OF THE ASPHALT ROAD.  STATION IS LOCATED 62.3 FT (19.0 M)
 AE3261'SOUTHEAST FROM THE LIGHT POLE ON THE NORTHWEST CORNER OF THE
 AE3261'INTERSECTION, 127.0 FT (38.7 M) NORTHWEST FROM THE LIGHT POLE ON THE
 AE3261'SOUTHEAST CORNER OF THE INTERSECTION, AND 63.7 FT (19.4 M) NORTHEAST
 AE3261'FROM THE LIGHT POLE ON THE SOUTHWEST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1316 ***********************************************************************
 JZ1316  DESIGNATION -  D 130
 JZ1316  PID         -  JZ1316
 JZ1316  STATE/COUNTY-  OH/PREBLE
 JZ1316  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ1316
 JZ1316                         *CURRENT SURVEY CONTROL
 JZ1316  ___________________________________________________________________
 JZ1316* NAD 83(1986)-  39 44 38.     (N)    084 36 13.     (W)     SCALED    
 JZ1316* NAVD 88     -       313.444  (meters)    1028.36   (feet)  ADJUSTED  
 JZ1316  ___________________________________________________________________
 JZ1316  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JZ1316  DYNAMIC HT  -         313.263 (meters)    1027.76  (feet)  COMP
 JZ1316  MODELED GRAV-     980,039.6   (mgal)                       NAVD 88
 JZ1316
 JZ1316  VERT ORDER  -  SECOND    CLASS 0
 JZ1316
 JZ1316.The horizontal coordinates were scaled from a topographic map and have
 JZ1316.an estimated accuracy of +/- 6 seconds.
 JZ1316
 JZ1316.The orthometric height was determined by differential leveling
 JZ1316.and adjusted by the National Geodetic Survey in June 1991..
 JZ1316
 JZ1316.The geoid height was determined by GEOID03.
 JZ1316
 JZ1316.The dynamic height is computed by dividing the NAVD 88
 JZ1316.geopotential number by the normal gravity value computed on the
 JZ1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1316.degrees latitude (g = 980.6199 gals.).
 JZ1316
 JZ1316.The modeled gravity was interpolated from observed gravity values.
 JZ1316
 JZ1316;                    North         East    Units  Estimated Accuracy
 JZ1316;SPC OH S     -   195,700.      419,720.      MT  (+/- 180 meters Scaled)
 JZ1316
 JZ1316                          SUPERSEDED SURVEY CONTROL
 JZ1316
 JZ1316  NGVD 29 (??/??/92)  313.604  (m)         1028.88   (f) ADJ UNCH    2 0
 JZ1316
 JZ1316.Superseded values are not recommended for survey control.
 JZ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1316.See file dsdata.txt to determine how the superseded data were derived.
 JZ1316
 JZ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK053020(NAD 83)
 JZ1316_MARKER: DB = BENCH MARK DISK
 JZ1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1316_STAMPING: D 130 1947
 JZ1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1316+STABILITY: SURFACE MOTION
 JZ1316
 JZ1316  HISTORY     - Date     Condition        Report By
 JZ1316  HISTORY     - 1947     MONUMENTED       CGS
 JZ1316  HISTORY     - 1960     GOOD             NGS
 JZ1316  HISTORY     - 1978     GOOD             DOD
 JZ1316
 JZ1316                          STATION DESCRIPTION
 JZ1316
 JZ1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1316'1.8 MI E FROM EATON.
 JZ1316'1.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE COURT HOUSE AT
 JZ1316'EATON, ABOUT 0.5 MILE WEST OF A JOGGED CROSS ROAD, 33 FEET SOUTH
 JZ1316'OF THE CENTER LINE OF THE HIGHWAY, 112 FEET SOUTHWEST AND ACROSS
 JZ1316'THE HIGHWAY FROM THE SOUTHWEST CORNER OF A WHITE PAINTED BRICK
 JZ1316'HOUSE, 1 FOOT NORTH OF THE FENCE LINE, 21 FEET EAST OF A LARGE
 JZ1316'CONCRETE FENCE POST AT A T FENCE CORNER, 2 FEET WEST OF A WHITE
 JZ1316'WOODEN WITNESS POST, 1.5 FEET BELOW THE HIGHWAY AND SET IN THE
 JZ1316'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- BM IS NOW
 JZ1316'1.8 FEET W OF STEEL WITNESS POST, 1.9 FEET LOWER THAN THE HWY.,
 JZ1316'AND PROJECTS 0.2 FOOT.
 JZ1316
 JZ1316                          STATION RECOVERY (1960)
 JZ1316
 JZ1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JZ1316'RECOVERED IN GOOD CONDITION.
 JZ1316
 JZ1316                          STATION RECOVERY (1978)
 JZ1316
 JZ1316'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 JZ1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0318 ***********************************************************************
 LA0318  DESIGNATION -  D 131
 LA0318  PID         -  LA0318
 LA0318  STATE/COUNTY-  OH/DARKE
 LA0318  USGS QUAD   -  ROSSBURG (1961)
 LA0318
 LA0318                         *CURRENT SURVEY CONTROL
 LA0318  ___________________________________________________________________
 LA0318* NAD 83(1986)-  40 18 31.     (N)    084 44 39.     (W)     SCALED    
 LA0318* NAVD 88     -       322.357  (meters)    1057.60   (feet)  ADJUSTED  
 LA0318  ___________________________________________________________________
 LA0318  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LA0318  DYNAMIC HT  -         322.193 (meters)    1057.06  (feet)  COMP
 LA0318  MODELED GRAV-     980,107.2   (mgal)                       NAVD 88
 LA0318
 LA0318  VERT ORDER  -  SECOND    CLASS 0
 LA0318
 LA0318.The horizontal coordinates were scaled from a topographic map and have
 LA0318.an estimated accuracy of +/- 6 seconds.
 LA0318
 LA0318.The orthometric height was determined by differential leveling
 LA0318.and adjusted by the National Geodetic Survey in June 1991..
 LA0318
 LA0318.The geoid height was determined by GEOID03.
 LA0318
 LA0318.The dynamic height is computed by dividing the NAVD 88
 LA0318.geopotential number by the normal gravity value computed on the
 LA0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0318.degrees latitude (g = 980.6199 gals.).
 LA0318
 LA0318.The modeled gravity was interpolated from observed gravity values.
 LA0318
 LA0318;                    North         East    Units  Estimated Accuracy
 LA0318;SPC OH S     -   258,670.      409,230.      MT  (+/- 180 meters Scaled)
 LA0318
 LA0318                          SUPERSEDED SURVEY CONTROL
 LA0318
 LA0318  NGVD 29 (??/??/92)  322.508  (m)         1058.10   (f) ADJ UNCH    2 0
 LA0318
 LA0318.Superseded values are not recommended for survey control.
 LA0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0318.See file dsdata.txt to determine how the superseded data were derived.
 LA0318
 LA0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK916644(NAD 83)
 LA0318_MARKER: DB = BENCH MARK DISK
 LA0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0318_STAMPING: D 131 1947
 LA0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0318+STABILITY: SURFACE MOTION
 LA0318
 LA0318  HISTORY     - Date     Condition        Report By
 LA0318  HISTORY     - 1947     MONUMENTED       CGS
 LA0318
 LA0318                          STATION DESCRIPTION
 LA0318
 LA0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0318'1 MI W FROM ROSE HILL.
 LA0318'ABOUT 1.0 MILE WEST LONG A BLACK TOP ROAD FROM THE CROSSROADS
 LA0318'AT ROSE HILL, ABOUT 0.35 MILE WEST OF THE INTERSECTION OF A
 LA0318'NORTH-SOUTH GRAVEL ROAD, AT THE DRIVE WAY LEADING SOUTH TO
 LA0318'A TWO STORY ASBESTOS SHINGLE FARM HOUSE, 173 FEET EAST OF THE
 LA0318'SOUTH END OF A 6-FOOT MASONRY BRIDGE, 95 FEET WEST OF THE CENTER
 LA0318'LINE OF THE DRIVE, 26 FEET SOUTH OF THE CENTER LINE OF THE
 LA0318'ROAD, 6.5 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE
 LA0318'LINE LEADING SOUTH, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 LA0318'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA0318'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1330 ***********************************************************************
 JZ1330  DESIGNATION -  D 132
 JZ1330  PID         -  JZ1330
 JZ1330  STATE/COUNTY-  OH/PREBLE
 JZ1330  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1330
 JZ1330                         *CURRENT SURVEY CONTROL
 JZ1330  ___________________________________________________________________
 JZ1330* NAD 83(1986)-  39 39 20.     (N)    084 46 06.     (W)     SCALED    
 JZ1330* NAVD 88     -       300.735  (meters)     986.66   (feet)  ADJUSTED  
 JZ1330  ___________________________________________________________________
 JZ1330  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JZ1330  DYNAMIC HT  -         300.561 (meters)     986.09  (feet)  COMP
 JZ1330  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 JZ1330
 JZ1330  VERT ORDER  -  SECOND    CLASS 0
 JZ1330
 JZ1330.The horizontal coordinates were scaled from a topographic map and have
 JZ1330.an estimated accuracy of +/- 6 seconds.
 JZ1330
 JZ1330.The orthometric height was determined by differential leveling
 JZ1330.and adjusted by the National Geodetic Survey in June 1991..
 JZ1330
 JZ1330.The geoid height was determined by GEOID03.
 JZ1330
 JZ1330.The dynamic height is computed by dividing the NAVD 88
 JZ1330.geopotential number by the normal gravity value computed on the
 JZ1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1330.degrees latitude (g = 980.6199 gals.).
 JZ1330
 JZ1330.The modeled gravity was interpolated from observed gravity values.
 JZ1330
 JZ1330;                    North         East    Units  Estimated Accuracy
 JZ1330;SPC OH S     -   186,240.      405,360.      MT  (+/- 180 meters Scaled)
 JZ1330
 JZ1330                          SUPERSEDED SURVEY CONTROL
 JZ1330
 JZ1330  NGVD 29 (??/??/92)  300.892  (m)          987.18   (f) ADJ UNCH    2 0
 JZ1330
 JZ1330.Superseded values are not recommended for survey control.
 JZ1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1330.See file dsdata.txt to determine how the superseded data were derived.
 JZ1330
 JZ1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ914919(NAD 83)
 JZ1330_MARKER: DB = BENCH MARK DISK
 JZ1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1330_STAMPING: D 132 1947
 JZ1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1330+STABILITY: SURFACE MOTION
 JZ1330
 JZ1330  HISTORY     - Date     Condition        Report By
 JZ1330  HISTORY     - 1947     MONUMENTED       CGS
 JZ1330
 JZ1330                          STATION DESCRIPTION
 JZ1330
 JZ1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1330'1 MI N FROM FAIRHAVEN.
 JZ1330'0.1 MILE NORTHWEST ALONG STATE HIGHWAY 177 FROM THE PRESBYTERIAN
 JZ1330'CHURCH AT FAIRHAVEN, THENCE ABOUT 0.9 MILE NORTH ALONG A GRAVEL
 JZ1330'ROAD, AT A PAVED ROAD CROSSING, 75 YARDS EAST OF A STEEL BRIDGE
 JZ1330'OVER FOUR MILE CREEK, 50 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 JZ1330'ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 31.5
 JZ1330'FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE LINE, 2
 JZ1330'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1330'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1330'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1399 ***********************************************************************
 JZ1399  DESIGNATION -  D 133
 JZ1399  PID         -  JZ1399
 JZ1399  STATE/COUNTY-  OH/PREBLE
 JZ1399  USGS QUAD   -  EATON SOUTH (1987)
 JZ1399
 JZ1399                         *CURRENT SURVEY CONTROL
 JZ1399  ___________________________________________________________________
 JZ1399* NAD 83(1986)-  39 38 24.     (N)    084 38 26.     (W)     SCALED    
 JZ1399* NAVD 88     -       259.931  (meters)     852.79   (feet)  ADJUSTED  
 JZ1399  ___________________________________________________________________
 JZ1399  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JZ1399  DYNAMIC HT  -         259.783 (meters)     852.30  (feet)  COMP
 JZ1399  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 JZ1399
 JZ1399  VERT ORDER  -  SECOND    CLASS 0
 JZ1399
 JZ1399.The horizontal coordinates were scaled from a topographic map and have
 JZ1399.an estimated accuracy of +/- 6 seconds.
 JZ1399
 JZ1399.The orthometric height was determined by differential leveling
 JZ1399.and adjusted by the National Geodetic Survey in June 1991..
 JZ1399
 JZ1399.The geoid height was determined by GEOID03.
 JZ1399
 JZ1399.The dynamic height is computed by dividing the NAVD 88
 JZ1399.geopotential number by the normal gravity value computed on the
 JZ1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1399.degrees latitude (g = 980.6199 gals.).
 JZ1399
 JZ1399.The modeled gravity was interpolated from observed gravity values.
 JZ1399
 JZ1399;                    North         East    Units  Estimated Accuracy
 JZ1399;SPC OH S     -   184,240.      416,280.      MT  (+/- 180 meters Scaled)
 JZ1399
 JZ1399                          SUPERSEDED SURVEY CONTROL
 JZ1399
 JZ1399  NGVD 29 (??/??/92)  260.098  (m)          853.34   (f) ADJ UNCH    2 0
 JZ1399
 JZ1399.Superseded values are not recommended for survey control.
 JZ1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1399.See file dsdata.txt to determine how the superseded data were derived.
 JZ1399
 JZ1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ024904(NAD 83)
 JZ1399_MARKER: DB = BENCH MARK DISK
 JZ1399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1399_SP_SET: CULVERT
 JZ1399_STAMPING: D 133 1947
 JZ1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1399
 JZ1399  HISTORY     - Date     Condition        Report By
 JZ1399  HISTORY     - 1947     MONUMENTED       CGS
 JZ1399
 JZ1399                          STATION DESCRIPTION
 JZ1399
 JZ1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1399'0.9 MI N FROM CAMDEN.
 JZ1399'0.9 MILE NORTH ALONG U.S. HIGHWAY 127 FROM ITS INTERSECTION
 JZ1399'WITH STATE HIGHWAY 725 AT CAMDEN, 89 FEET NORTHEAST OF THE
 JZ1399'NORTHEAST CORNER OF A STONE RETAINING WALL AROUND A CEMETERY, SET
 JZ1399'IN THE TOP OF THE NORTHWEST END OF THE ANGLE SHAPED HEAD WALL
 JZ1399'FOR 2 PIPE CULVERTS, 36 FEET NORTHWEST OF THE CENTER LINE OF THE
 JZ1399'HIGHWAY AND ABOUT 3 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0138 ***********************************************************************
 JZ0138  DESIGNATION -  D 134
 JZ0138  PID         -  JZ0138
 JZ0138  STATE/COUNTY-  OH/PREBLE
 JZ0138  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0138
 JZ0138                         *CURRENT SURVEY CONTROL
 JZ0138  ___________________________________________________________________
 JZ0138* NAD 83(1986)-  39 38 22.     (N)    084 29 55.     (W)     SCALED    
 JZ0138* NAVD 88     -       257.414  (meters)     844.53   (feet)  ADJUSTED  
 JZ0138  ___________________________________________________________________
 JZ0138  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ0138  DYNAMIC HT  -         257.265 (meters)     844.04  (feet)  COMP
 JZ0138  MODELED GRAV-     980,041.4   (mgal)                       NAVD 88
 JZ0138
 JZ0138  VERT ORDER  -  SECOND    CLASS 0
 JZ0138
 JZ0138.The horizontal coordinates were scaled from a topographic map and have
 JZ0138.an estimated accuracy of +/- 6 seconds.
 JZ0138
 JZ0138.The orthometric height was determined by differential leveling
 JZ0138.and adjusted by the National Geodetic Survey in June 1991..
 JZ0138
 JZ0138.The geoid height was determined by GEOID03.
 JZ0138
 JZ0138.The dynamic height is computed by dividing the NAVD 88
 JZ0138.geopotential number by the normal gravity value computed on the
 JZ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0138.degrees latitude (g = 980.6199 gals.).
 JZ0138
 JZ0138.The modeled gravity was interpolated from observed gravity values.
 JZ0138
 JZ0138;                    North         East    Units  Estimated Accuracy
 JZ0138;SPC OH S     -   183,900.      428,460.      MT  (+/- 180 meters Scaled)
 JZ0138
 JZ0138                          SUPERSEDED SURVEY CONTROL
 JZ0138
 JZ0138  NGVD 29 (??/??/92)  257.59   (m)          845.1    (f) COMPUTED    2 0
 JZ0138
 JZ0138.Superseded values are not recommended for survey control.
 JZ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0138.See file dsdata.txt to determine how the superseded data were derived.
 JZ0138
 JZ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ146907(NAD 83)
 JZ0138_MARKER: DB = BENCH MARK DISK
 JZ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0138_STAMPING: D 134 1947
 JZ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0138+STABILITY: SURFACE MOTION
 JZ0138
 JZ0138  HISTORY     - Date     Condition        Report By
 JZ0138  HISTORY     - 1947     MONUMENTED       CGS
 JZ0138
 JZ0138                          STATION DESCRIPTION
 JZ0138
 JZ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0138'1.8 MI E FROM GRATIS.
 JZ0138'ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 725 FROM THE POST OFFICE
 JZ0138'AT GRATIS, AT THE SOUTH END OF A NORTH-SOUTH CORRECTION JOG
 JZ0138'IN THE HIGHWAY, (THE WEST TANGENT BEING FURTHER NORTH),
 JZ0138'ABOUT 0.15 MILE NORTHWEST OF A COVERED BRIDGE, 25 FEET EAST OF
 JZ0138'THE CENTER LINE OF THE HIGHWAY, ABOUT 110 FEET NORTH OF THE EAST
 JZ0138'TANGENT OF THE HIGHWAY, 81 FEET NORTH OF A FENCE CORNER, 1 FOOT
 JZ0138'WEST OF A FENCE LINE, 117 FEET SOUTH OF THE SOUTH END OF THE
 JZ0138'EAST HEAD WALL OF A 3-FOOT CONCRETE CULVERT, 39 FEET NORTH OF
 JZ0138'POWER POLE NO. 123/518, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 JZ0138'POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ0138'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0139 ***********************************************************************
 JZ0139  DESIGNATION -  D 134 RESET
 JZ0139  PID         -  JZ0139
 JZ0139  STATE/COUNTY-  OH/PREBLE
 JZ0139  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0139
 JZ0139                         *CURRENT SURVEY CONTROL
 JZ0139  ___________________________________________________________________
 JZ0139* NAD 83(1986)-  39 38 22.     (N)    084 29 55.     (W)     SCALED    
 JZ0139* NAVD 88     -       256.05   (+/-2cm)     840.1    (feet)  VERTCON   
 JZ0139  ___________________________________________________________________
 JZ0139  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ0139
 JZ0139  VERT ORDER  -  THIRD (See Below)
 JZ0139
 JZ0139.The horizontal coordinates were scaled from a topographic map and have
 JZ0139.an estimated accuracy of +/- 6 seconds.
 JZ0139
 JZ0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ0139.The vertical order pertains to the NGVD 29 superseded value.
 JZ0139
 JZ0139.The geoid height was determined by GEOID03.
 JZ0139
 JZ0139;                    North         East    Units  Estimated Accuracy
 JZ0139;SPC OH S     -   183,900.      428,460.      MT  (+/- 180 meters Scaled)
 JZ0139
 JZ0139                          SUPERSEDED SURVEY CONTROL
 JZ0139
 JZ0139  NGVD 29 (??/??/??)  256.23   (m)          840.6    (f) RESET       3  
 JZ0139
 JZ0139.Superseded values are not recommended for survey control.
 JZ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0139.See file dsdata.txt to determine how the superseded data were derived.
 JZ0139
 JZ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ146907(NAD 83)
 JZ0139_MARKER: DB = BENCH MARK DISK
 JZ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0139_STAMPING: D 134 RESET 1951
 JZ0139_MARK LOGO: CGS   
 JZ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0139+STABILITY: SURFACE MOTION
 JZ0139
 JZ0139  HISTORY     - Date     Condition        Report By
 JZ0139  HISTORY     - 1951     MONUMENTED       OHHD
 JZ0139  HISTORY     - 1953     GOOD             CGS
 JZ0139
 JZ0139                          STATION DESCRIPTION
 JZ0139
 JZ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JZ0139'1.8 MI E FROM GRATIS.
 JZ0139'1.75 MILES EAST ALONG STATE HIGHWAY 725 FROM THE POST OFFICE AT
 JZ0139'GRATIS, PREBLE COUNTY, 0.15 MILE NORTHWEST OF A TWO-SPAN 14- BY
 JZ0139'10-FOOT CONCRETE-BOX CULVERT UNDER THE HIGHWAY, AT THE
 JZ0139'INTERSECTION OF THE PLEASANT VALLEY ROAD AND THE SOUTH END OF
 JZ0139'A NORTH-AND-SOUTH CORRECTION JOG IN THE HIGHWAY (THE WEST TANGENT
 JZ0139'BEING FURTHER NORTH), IN THE SOUTHEAST CORNER OF THE INTERSECTION
 JZ0139'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 JZ0139'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0834 ***********************************************************************
 JZ0834  DESIGNATION -  D 135
 JZ0834  PID         -  JZ0834
 JZ0834  STATE/COUNTY-  OH/BUTLER
 JZ0834  USGS QUAD   -  HAMILTON (1988)
 JZ0834
 JZ0834                         *CURRENT SURVEY CONTROL
 JZ0834  ___________________________________________________________________
 JZ0834* NAD 83(1986)-  39 25 58.     (N)    084 32 03.     (W)     SCALED    
 JZ0834* NAVD 88     -       183.588  (meters)     602.32   (feet)  ADJUSTED  
 JZ0834  ___________________________________________________________________
 JZ0834  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JZ0834  DYNAMIC HT  -         183.485 (meters)     601.98  (feet)  COMP
 JZ0834  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 JZ0834
 JZ0834  VERT ORDER  -  FIRST     CLASS II
 JZ0834
 JZ0834.The horizontal coordinates were scaled from a topographic map and have
 JZ0834.an estimated accuracy of +/- 6 seconds.
 JZ0834
 JZ0834.The orthometric height was determined by differential leveling
 JZ0834.and adjusted by the National Geodetic Survey in June 1991..
 JZ0834
 JZ0834.The geoid height was determined by GEOID03.
 JZ0834
 JZ0834.The dynamic height is computed by dividing the NAVD 88
 JZ0834.geopotential number by the normal gravity value computed on the
 JZ0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0834.degrees latitude (g = 980.6199 gals.).
 JZ0834
 JZ0834.The modeled gravity was interpolated from observed gravity values.
 JZ0834
 JZ0834;                    North         East    Units  Estimated Accuracy
 JZ0834;SPC OH S     -   161,030.      424,890.      MT  (+/- 180 meters Scaled)
 JZ0834
 JZ0834                          SUPERSEDED SURVEY CONTROL
 JZ0834
 JZ0834  NGVD 29 (??/??/92)  183.771  (m)          602.92   (f) ADJ UNCH    1 2
 JZ0834
 JZ0834.Superseded values are not recommended for survey control.
 JZ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0834.See file dsdata.txt to determine how the superseded data were derived.
 JZ0834
 JZ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ122677(NAD 83)
 JZ0834_MARKER: DB = BENCH MARK DISK
 JZ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0834_STAMPING: D 135 1947
 JZ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0834+STABILITY: SURFACE MOTION
 JZ0834
 JZ0834  HISTORY     - Date     Condition        Report By
 JZ0834  HISTORY     - 1947     MONUMENTED       CGS
 JZ0834
 JZ0834                          STATION DESCRIPTION
 JZ0834
 JZ0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0834'3 MI N FROM HAMILTON.
 JZ0834'2.95 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE COURT HOUSE AT
 JZ0834'HAMILTON, AT NEW MIAMI, AT THE INTERSECTION OF RIVERSIDE DRIVE
 JZ0834'(HIGHWAY 127) AND AUGSPURGER AVENUE, 42 FEET EAST OF THE CENTER
 JZ0834'LINE OF THE HIGHWAY, 65 FEET NORTH OF THE CENTER LINE OF AUGSPURGER
 JZ0834'AVE. 31 FEET WEST OF THE WEST RAIL OF THE PENNSYLVANIA RAILROAD,
 JZ0834'4 FEET SOUTH OF CABLE TELEPHONE POLE NO. T83937, 2 FEET NORTH
 JZ0834'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY
 JZ0834'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0167 ***********************************************************************
 JZ0167  DESIGNATION -  D 136
 JZ0167  PID         -  JZ0167
 JZ0167  STATE/COUNTY-  OH/MONTGOMERY
 JZ0167  USGS QUAD   -  BROOKVILLE (1987)
 JZ0167
 JZ0167                         *CURRENT SURVEY CONTROL
 JZ0167  ___________________________________________________________________
 JZ0167* NAD 83(1986)-  39 50 41.     (N)    084 29 02.     (W)     SCALED    
 JZ0167* NAVD 88     -       324.380  (meters)    1064.24   (feet)  ADJUSTED  
 JZ0167  ___________________________________________________________________
 JZ0167  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JZ0167  DYNAMIC HT  -         324.198 (meters)    1063.64  (feet)  COMP
 JZ0167  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 JZ0167
 JZ0167  VERT ORDER  -  SECOND    CLASS 0
 JZ0167
 JZ0167.The horizontal coordinates were scaled from a topographic map and have
 JZ0167.an estimated accuracy of +/- 6 seconds.
 JZ0167
 JZ0167.The orthometric height was determined by differential leveling
 JZ0167.and adjusted by the National Geodetic Survey in June 1991..
 JZ0167
 JZ0167.The geoid height was determined by GEOID03.
 JZ0167
 JZ0167.The dynamic height is computed by dividing the NAVD 88
 JZ0167.geopotential number by the normal gravity value computed on the
 JZ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0167.degrees latitude (g = 980.6199 gals.).
 JZ0167
 JZ0167.The modeled gravity was interpolated from observed gravity values.
 JZ0167
 JZ0167;                    North         East    Units  Estimated Accuracy
 JZ0167;SPC OH S     -   206,660.      430,220.      MT  (+/- 180 meters Scaled)
 JZ0167
 JZ0167                          SUPERSEDED SURVEY CONTROL
 JZ0167
 JZ0167  NGVD 29 (??/??/92)  324.547  (m)         1064.78   (f) ADJ UNCH    2 0
 JZ0167
 JZ0167.Superseded values are not recommended for survey control.
 JZ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0167.See file dsdata.txt to determine how the superseded data were derived.
 JZ0167
 JZ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK152135(NAD 83)
 JZ0167_MARKER: DB = BENCH MARK DISK
 JZ0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0167_SP_SET: CULVERT
 JZ0167_STAMPING: D 136 1947
 JZ0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0167
 JZ0167  HISTORY     - Date     Condition        Report By
 JZ0167  HISTORY     - 1947     MONUMENTED       CGS
 JZ0167  HISTORY     - 20041217 MARK NOT FOUND   INDIV
 JZ0167
 JZ0167                          STATION DESCRIPTION
 JZ0167
 JZ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0167'9.8 MI NE FROM WEST ALEXANDRIA.
 JZ0167'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0167'WEST ALEXANDRIA, THENCE ABOUT 7.0 MILES NORTH ALONG THE
 JZ0167'PREBLE-MONTGOMERY COUNTY LINE ROAD, ABOUT 1.1 MILES SOUTH OF THE
 JZ0167'INTERSECTION OF U.S. HIGHWAY 40, AT THE INTERSECTION OF UPPER
 JZ0167'LEWISBURG-SALEM ROAD, 23 FEET EAST OF THE CENTER LINE OF THE
 JZ0167'COUNTY LINE ROAD, 10 FEET SOUTH OF THE CENTER LINE OF THE
 JZ0167'EAST-WEST ROAD, SET IN THE TOP OF THE NORTHEAST END OF THE
 JZ0167'SOUTHEAST HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT DIAGONALLY
 JZ0167'UNDER THE INTERSECTION.
 JZ0167
 JZ0167                          STATION RECOVERY (2004)
 JZ0167
 JZ0167'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0101 ***********************************************************************
 JZ0101  DESIGNATION -  D 137
 JZ0101  PID         -  JZ0101
 JZ0101  STATE/COUNTY-  OH/BUTLER
 JZ0101  USGS QUAD   -  MIDDLETOWN (1981)
 JZ0101
 JZ0101                         *CURRENT SURVEY CONTROL
 JZ0101  ___________________________________________________________________
 JZ0101* NAD 83(1986)-  39 31 29.     (N)    084 23 10.     (W)     SCALED    
 JZ0101* NAVD 88     -       198.375  (meters)     650.84   (feet)  ADJUSTED  
 JZ0101  ___________________________________________________________________
 JZ0101  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JZ0101  DYNAMIC HT  -         198.259 (meters)     650.45  (feet)  COMP
 JZ0101  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 JZ0101
 JZ0101  VERT ORDER  -  FIRST     CLASS II
 JZ0101
 JZ0101.The horizontal coordinates were scaled from a topographic map and have
 JZ0101.an estimated accuracy of +/- 6 seconds.
 JZ0101
 JZ0101.The orthometric height was determined by differential leveling
 JZ0101.and adjusted by the National Geodetic Survey in June 1991..
 JZ0101
 JZ0101.The geoid height was determined by GEOID03.
 JZ0101
 JZ0101.The dynamic height is computed by dividing the NAVD 88
 JZ0101.geopotential number by the normal gravity value computed on the
 JZ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0101.degrees latitude (g = 980.6199 gals.).
 JZ0101
 JZ0101.The modeled gravity was interpolated from observed gravity values.
 JZ0101
 JZ0101;                    North         East    Units  Estimated Accuracy
 JZ0101;SPC OH S     -   170,960.      437,850.      MT  (+/- 180 meters Scaled)
 JZ0101
 JZ0101                          SUPERSEDED SURVEY CONTROL
 JZ0101
 JZ0101  NGVD 29 (??/??/92)  198.550  (m)          651.41   (f) ADJ UNCH    1 2
 JZ0101
 JZ0101.Superseded values are not recommended for survey control.
 JZ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0101.See file dsdata.txt to determine how the superseded data were derived.
 JZ0101
 JZ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ246782(NAD 83)
 JZ0101_MARKER: DB = BENCH MARK DISK
 JZ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0101_STAMPING: D 137 1947
 JZ0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0101+STABILITY: SURFACE MOTION
 JZ0101
 JZ0101  HISTORY     - Date     Condition        Report By
 JZ0101  HISTORY     - 1947     MONUMENTED       CGS
 JZ0101  HISTORY     - 20020627 GOOD             BUTCOE
 JZ0101
 JZ0101                          STATION DESCRIPTION
 JZ0101
 JZ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0101'AT MIDDLETOWN.
 JZ0101'AT MIDDLETOWN, ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 4 AND
 JZ0101'73 FROM THE JUNCTION OF STATE HIGHWAY 4 LEADING NORTH, AT THE
 JZ0101'CORNER OF CATALPA DRIVE AND TYTUS AVENUE (HIGHWAY 4 AND 73),
 JZ0101'AND IN THE NORTHWEST CORNER OF A PLAYGROUND PARK, 71 FEET SOUTH
 JZ0101'OF THE CENTER LINE OF TYTUS AVENUE, 2 FEET EAST OF THE EAST
 JZ0101'CURB OF CATALPA DRIVE, 172 FEET NORTH OF A DRINKING FOUNTAIN, 3
 JZ0101'FEET SOUTH OF POWER POLE NO. BT11-179, ABOUT LEVEL WITH THE
 JZ0101'STREETS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JZ0101
 JZ0101                          STATION RECOVERY (2002)
 JZ0101
 JZ0101'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0040 ***********************************************************************
 JZ0040  DESIGNATION -  D 138
 JZ0040  PID         -  JZ0040
 JZ0040  STATE/COUNTY-  OH/MONTGOMERY
 JZ0040  USGS QUAD   -  TIPP CITY (1992)
 JZ0040
 JZ0040                         *CURRENT SURVEY CONTROL
 JZ0040  ___________________________________________________________________
 JZ0040* NAD 83(1986)-  39 53 07.     (N)    084 10 02.     (W)     SCALED    
 JZ0040* NAVD 88     -       250.240  (meters)     821.00   (feet)  ADJUSTED  
 JZ0040  ___________________________________________________________________
 JZ0040  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JZ0040  DYNAMIC HT  -         250.106 (meters)     820.56  (feet)  COMP
 JZ0040  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 JZ0040
 JZ0040  VERT ORDER  -  FIRST     CLASS II
 JZ0040
 JZ0040.The horizontal coordinates were scaled from a topographic map and have
 JZ0040.an estimated accuracy of +/- 6 seconds.
 JZ0040
 JZ0040.The orthometric height was determined by differential leveling
 JZ0040.and adjusted by the National Geodetic Survey in June 1991..
 JZ0040
 JZ0040.The geoid height was determined by GEOID03.
 JZ0040
 JZ0040.The dynamic height is computed by dividing the NAVD 88
 JZ0040.geopotential number by the normal gravity value computed on the
 JZ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0040.degrees latitude (g = 980.6199 gals.).
 JZ0040
 JZ0040.The modeled gravity was interpolated from observed gravity values.
 JZ0040
 JZ0040;                    North         East    Units  Estimated Accuracy
 JZ0040;SPC OH S     -   210,610.      457,400.      MT  (+/- 180 meters Scaled)
 JZ0040
 JZ0040                          SUPERSEDED SURVEY CONTROL
 JZ0040
 JZ0040  NGVD 29 (??/??/92)  250.437  (m)          821.64   (f) ADJ UNCH    1 2
 JZ0040
 JZ0040.Superseded values are not recommended for survey control.
 JZ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0040.See file dsdata.txt to determine how the superseded data were derived.
 JZ0040
 JZ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK422188(NAD 83)
 JZ0040_MARKER: DB = BENCH MARK DISK
 JZ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0040_STAMPING: D 138 1947
 JZ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0040+STABILITY: SURFACE MOTION
 JZ0040
 JZ0040  HISTORY     - Date     Condition        Report By
 JZ0040  HISTORY     - 1947     MONUMENTED       CGS
 JZ0040  HISTORY     - 1967     GOOD             OH2090
 JZ0040  HISTORY     - 19930621 MARK NOT FOUND   NGS
 JZ0040
 JZ0040                          STATION DESCRIPTION
 JZ0040
 JZ0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0040'5.2 MI S FROM TIPP CITY.
 JZ0040'5.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0040'STATION AT TIPP CITY, ABOUT 0.7 MILE NORTH OF THE OVERPASS OF
 JZ0040'U.S. HIGHWAY 40 OVER THE TRACK, AT THE CROSSING OF CASSEL ROAD,
 JZ0040'42 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 14 FEET SOUTHWEST
 JZ0040'OF THE CENTER LINE OF THE BLACK TOP ROAD, 50 FEET SOUTHEAST OF A
 JZ0040'10-INCH SYCAMORE TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 JZ0040'POST, ABOUT 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A
 JZ0040'CONCRETE POST PROJECTING 4 INCHES.
 JZ0040
 JZ0040                          STATION RECOVERY (1967)
 JZ0040
 JZ0040'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967
 JZ0040'RECOVERED IN GOOD CONDITION.
 JZ0040
 JZ0040                          STATION RECOVERY (1993)
 JZ0040
 JZ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0038 ***********************************************************************
 MC0038  DESIGNATION -  D 14
 MC0038  PID         -  MC0038
 MC0038  STATE/COUNTY-  OH/LORAIN
 MC0038  USGS QUAD   -  WELLINGTON (1973)
 MC0038
 MC0038                         *CURRENT SURVEY CONTROL
 MC0038  ___________________________________________________________________
 MC0038* NAD 83(1986)-  41 14 45.     (N)    082 13 06.     (W)     SCALED    
 MC0038* NAVD 88     -       247.356  (meters)     811.53   (feet)  ADJUSTED  
 MC0038  ___________________________________________________________________
 MC0038  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 MC0038  DYNAMIC HT  -         247.252 (meters)     811.19  (feet)  COMP
 MC0038  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 MC0038
 MC0038  VERT ORDER  -  SECOND    CLASS 0
 MC0038
 MC0038.The horizontal coordinates were scaled from a topographic map and have
 MC0038.an estimated accuracy of +/- 6 seconds.
 MC0038
 MC0038.The orthometric height was determined by differential leveling
 MC0038.and adjusted by the National Geodetic Survey in June 1991..
 MC0038
 MC0038.The geoid height was determined by GEOID03.
 MC0038
 MC0038.The dynamic height is computed by dividing the NAVD 88
 MC0038.geopotential number by the normal gravity value computed on the
 MC0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0038.degrees latitude (g = 980.6199 gals.).
 MC0038
 MC0038.The modeled gravity was interpolated from observed gravity values.
 MC0038
 MC0038;                    North         East    Units  Estimated Accuracy
 MC0038;SPC OH N     -   175,400.      623,610.      MT  (+/- 180 meters Scaled)
 MC0038
 MC0038                          SUPERSEDED SURVEY CONTROL
 MC0038
 MC0038  NGVD 29 (??/??/92)  247.536  (m)          812.12   (f) ADJ UNCH    2 0
 MC0038
 MC0038.Superseded values are not recommended for survey control.
 MC0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0038.See file dsdata.txt to determine how the superseded data were derived.
 MC0038
 MC0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF979667(NAD 83)
 MC0038_MARKER: DB = BENCH MARK DISK
 MC0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0038_STAMPING: D 14 1934
 MC0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0038+STABILITY: SURFACE MOTION
 MC0038
 MC0038  HISTORY     - Date     Condition        Report By
 MC0038  HISTORY     - 1934     MONUMENTED       CGS
 MC0038  HISTORY     - 1970     MARK NOT FOUND   NGS
 MC0038  HISTORY     - 1987     MARK NOT FOUND   OHDT
 MC0038  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 MC0038
 MC0038                          STATION DESCRIPTION
 MC0038
 MC0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0038'3 MI S FROM OBERLIN.
 MC0038'3.0 MILES SOUTH ALONG STATE HIGHWAY 58 FROM THE CITY HALL AT
 MC0038'OBERLIN, LORAIN COUNTY, 58 YARDS NORTH OF THE NORTH SIDE OF THE
 MC0038'R.H. MOSER STUCCO HOUSE, 29 FEET WEST OF THE CENTERLINE OF
 MC0038'THE HIGHWAY, 8.6 FEET NORTHWEST OF A POLE, AND 2 FEET EAST OF THE
 MC0038'WIRE FENCE, A STANDARD DISK, STAMPED D 14 1934 AND SET IN THE
 MC0038'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MC0038
 MC0038                          STATION RECOVERY (1970)
 MC0038
 MC0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MC0038'MARK NOT FOUND.
 MC0038
 MC0038                          STATION RECOVERY (1987)
 MC0038
 MC0038'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DD)
 MC0038'MARK NOT FOUND.
 MC0038
 MC0038                          STATION RECOVERY (1996)
 MC0038
 MC0038'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0436 ***********************************************************************
 JZ0436  DESIGNATION -  D 140
 JZ0436  PID         -  JZ0436
 JZ0436  STATE/COUNTY-  OH/BUTLER
 JZ0436  USGS QUAD   -  TRENTON (1987)
 JZ0436
 JZ0436                         *CURRENT SURVEY CONTROL
 JZ0436  ___________________________________________________________________
 JZ0436* NAD 83(1986)-  39 28 51.     (N)    084 25 12.     (W)     SCALED    
 JZ0436* NAVD 88     -       191.429  (meters)     628.05   (feet)  ADJUSTED  
 JZ0436  ___________________________________________________________________
 JZ0436  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JZ0436  DYNAMIC HT  -         191.318 (meters)     627.68  (feet)  COMP
 JZ0436  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 JZ0436
 JZ0436  VERT ORDER  -  FIRST     CLASS II
 JZ0436
 JZ0436.The horizontal coordinates were scaled from a topographic map and have
 JZ0436.an estimated accuracy of +/- 6 seconds.
 JZ0436
 JZ0436.The orthometric height was determined by differential leveling
 JZ0436.and adjusted by the National Geodetic Survey in June 1991..
 JZ0436
 JZ0436.The geoid height was determined by GEOID03.
 JZ0436
 JZ0436.The dynamic height is computed by dividing the NAVD 88
 JZ0436.geopotential number by the normal gravity value computed on the
 JZ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0436.degrees latitude (g = 980.6199 gals.).
 JZ0436
 JZ0436.The modeled gravity was interpolated from observed gravity values.
 JZ0436
 JZ0436;                    North         East    Units  Estimated Accuracy
 JZ0436;SPC OH S     -   166,150.      434,830.      MT  (+/- 180 meters Scaled)
 JZ0436
 JZ0436                          SUPERSEDED SURVEY CONTROL
 JZ0436
 JZ0436  NGVD 29 (??/??/92)  191.604  (m)          628.62   (f) ADJ UNCH    1 2
 JZ0436
 JZ0436.Superseded values are not recommended for survey control.
 JZ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0436.See file dsdata.txt to determine how the superseded data were derived.
 JZ0436
 JZ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ219733(NAD 83)
 JZ0436_MARKER: DB = BENCH MARK DISK
 JZ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0436_STAMPING: D 140 1947
 JZ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0436+STABILITY: SURFACE MOTION
 JZ0436
 JZ0436  HISTORY     - Date     Condition        Report By
 JZ0436  HISTORY     - 1947     MONUMENTED       CGS
 JZ0436
 JZ0436                          STATION DESCRIPTION
 JZ0436
 JZ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0436'AT EXCELLO.
 JZ0436'AT EXCELLO, AT THE JUNCTION OF STATE HIGHWAY 4 WITH STATE HIGHWAY
 JZ0436'73 LEADING WEST, 206 FEET SOUTH OF THE CENTER LINE OF STATE
 JZ0436'HIGHWAY 73, 29 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 4,
 JZ0436'2.5 FEET WEST OF A GARDEN FENCE, 5.0 FEET SOUTHWEST OF A FENCE
 JZ0436'CORNER, 4.5 FEET SOUTH OF POWER POLE NO. 620, 1 FOOT WEST OF A
 JZ0436'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE CENTER LINE
 JZ0436'OF HIGHWAY 4 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JZ0436'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0624 ***********************************************************************
 JZ0624  DESIGNATION -  D 141
 JZ0624  PID         -  JZ0624
 JZ0624  STATE/COUNTY-  OH/HAMILTON
 JZ0624  USGS QUAD   -  ADDYSTON (1987)
 JZ0624
 JZ0624                         *CURRENT SURVEY CONTROL
 JZ0624  ___________________________________________________________________
 JZ0624* NAD 83(1986)-  39 08 58.     (N)    084 44 54.     (W)     SCALED    
 JZ0624* NAVD 88     -       152.823  (meters)     501.39   (feet)  ADJUSTED  
 JZ0624  ___________________________________________________________________
 JZ0624  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0624  DYNAMIC HT  -         152.730 (meters)     501.08  (feet)  COMP
 JZ0624  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 JZ0624
 JZ0624  VERT ORDER  -  FIRST     CLASS II
 JZ0624
 JZ0624.The horizontal coordinates were scaled from a topographic map and have
 JZ0624.an estimated accuracy of +/- 6 seconds.
 JZ0624
 JZ0624.The orthometric height was determined by differential leveling
 JZ0624.and adjusted by the National Geodetic Survey in June 1991..
 JZ0624
 JZ0624.The geoid height was determined by GEOID03.
 JZ0624
 JZ0624.The dynamic height is computed by dividing the NAVD 88
 JZ0624.geopotential number by the normal gravity value computed on the
 JZ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0624.degrees latitude (g = 980.6199 gals.).
 JZ0624
 JZ0624.The modeled gravity was interpolated from observed gravity values.
 JZ0624
 JZ0624;                    North         East    Units  Estimated Accuracy
 JZ0624;SPC OH S     -   130,020.      405,680.      MT  (+/- 180 meters Scaled)
 JZ0624
 JZ0624                          SUPERSEDED SURVEY CONTROL
 JZ0624
 JZ0624  NGVD 29 (06/03/91)  153.011  (m)          502.00   (f) ADJUSTED    1 2
 JZ0624
 JZ0624.Superseded values are not recommended for survey control.
 JZ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0624.See file dsdata.txt to determine how the superseded data were derived.
 JZ0624
 JZ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ945357(NAD 83)
 JZ0624_MARKER: DB = BENCH MARK DISK
 JZ0624_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0624_SP_SET: WINGWALL
 JZ0624_STAMPING: D 141 1947
 JZ0624_MARK LOGO: CGS   
 JZ0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0624+STABILITY: SURFACE MOTION
 JZ0624
 JZ0624  HISTORY     - Date     Condition        Report By
 JZ0624  HISTORY     - 1947     MONUMENTED       CGS
 JZ0624  HISTORY     - 1986     GOOD             NGS
 JZ0624
 JZ0624                          STATION DESCRIPTION
 JZ0624
 JZ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0624'AT NORTH BEND.
 JZ0624'AT NORTH BEND, SET IN THE TOP OF THE EAST CONCRETE WING WALL OF
 JZ0624'THE NEW YORK CENTRAL RAILROAD OVERPASS NO. 125 OVER A NORTH-SOUTH
 JZ0624'BLACK TOP STREET, 5.5 FEET NORTHEAST OF THE NORTHEAST RAIL AND
 JZ0624'ABOUT LEVEL WITH THE TRACK.
 JZ0624
 JZ0624                          STATION RECOVERY (1986)
 JZ0624
 JZ0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0624'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  15.4 KM
 JZ0624'(9.55 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH STATE
 JZ0624'HIGHWAY 1 IN LAWRENCEBURG IN, 0.2 KM (0.1 MI) SOUTHEAST OF THE BROWER
 JZ0624'ROAD OVERPASS, IN THE EAST END OF THE EAST CONCRETE WINGWALL OF THE
 JZ0624'CONRAIL RAILROAD OVERPASS OF AN ABANDONED STREET, 31.1 M (102.0 FT)
 JZ0624'NORTHWEST OF THE INTERSECTION OF THE BALTIMORE AND OHIO RAILROAD,
 JZ0624'21.9 M (71.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.7 M
 JZ0624'(5.6 FT) NORTHEAST OF THE NEAR RAIL.
 JZ0624'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0974 ***********************************************************************
 JZ0974  DESIGNATION -  D 143
 JZ0974  PID         -  JZ0974
 JZ0974  STATE/COUNTY-  OH/BUTLER
 JZ0974  USGS QUAD   -  HARRISON (1996)
 JZ0974
 JZ0974                         *CURRENT SURVEY CONTROL
 JZ0974  ___________________________________________________________________
 JZ0974* NAD 83(1986)-  39 20 53.     (N)    084 46 02.     (W)     SCALED    
 JZ0974* NAVD 88     -       196.445  (meters)     644.50   (feet)  ADJUSTED  
 JZ0974  ___________________________________________________________________
 JZ0974  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JZ0974  DYNAMIC HT  -         196.334 (meters)     644.14  (feet)  COMP
 JZ0974  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 JZ0974
 JZ0974  VERT ORDER  -  SECOND    CLASS 0
 JZ0974
 JZ0974.The horizontal coordinates were scaled from a topographic map and have
 JZ0974.an estimated accuracy of +/- 6 seconds.
 JZ0974
 JZ0974.The orthometric height was determined by differential leveling
 JZ0974.and adjusted by the National Geodetic Survey in June 1991..
 JZ0974
 JZ0974.The geoid height was determined by GEOID03.
 JZ0974
 JZ0974.The dynamic height is computed by dividing the NAVD 88
 JZ0974.geopotential number by the normal gravity value computed on the
 JZ0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0974.degrees latitude (g = 980.6199 gals.).
 JZ0974
 JZ0974.The modeled gravity was interpolated from observed gravity values.
 JZ0974
 JZ0974;                    North         East    Units  Estimated Accuracy
 JZ0974;SPC OH S     -   152,110.      404,600.      MT  (+/- 180 meters Scaled)
 JZ0974
 JZ0974                          SUPERSEDED SURVEY CONTROL
 JZ0974
 JZ0974  NGVD 29 (??/??/92)  196.631  (m)          645.11   (f) ADJ UNCH    2 0
 JZ0974
 JZ0974.Superseded values are not recommended for survey control.
 JZ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0974.See file dsdata.txt to determine how the superseded data were derived.
 JZ0974
 JZ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ923577(NAD 83)
 JZ0974_MARKER: DB = BENCH MARK DISK
 JZ0974_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0974_SP_SET: FOUNDATION
 JZ0974_STAMPING: D 143 1947
 JZ0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0974
 JZ0974  HISTORY     - Date     Condition        Report By
 JZ0974  HISTORY     - 1947     MONUMENTED       CGS
 JZ0974  HISTORY     - 20011113 GOOD             BUTCOE
 JZ0974
 JZ0974                          STATION DESCRIPTION
 JZ0974
 JZ0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0974'AT OKEANA.
 JZ0974'AT OKEANA, ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 126
 JZ0974'AND 0.1 MILE WEST ALONG OKEANA-DREWSBURG ROAD FROM THE SCHOOL,
 JZ0974'AT THE M.E. CHURCH, SET VERTICALLY IN THE WEST FACE OF THE CONCRETE
 JZ0974'FOUNDATION, 0.4 FOOT SOUTH OF THE NORTHWEST CORNER OF THE
 JZ0974'BUILDING, 2.4 FEET ABOVE THE GROUND AND 0.4 FOOT BELOW THE CORNER
 JZ0974'STONE.
 JZ0974
 JZ0974                          STATION RECOVERY (2001)
 JZ0974
 JZ0974'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2001 (WCL)
 JZ0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0999 ***********************************************************************
 JZ0999  DESIGNATION -  D 144
 JZ0999  PID         -  JZ0999
 JZ0999  STATE/COUNTY-  OH/HAMILTON
 JZ0999  USGS QUAD   -  GREENHILLS (1981)
 JZ0999
 JZ0999                         *CURRENT SURVEY CONTROL
 JZ0999  ___________________________________________________________________
 JZ0999* NAD 83(1986)-  39 16 20.     (N)    084 33 43.     (W)     SCALED    
 JZ0999* NAVD 88     -       255.704  (meters)     838.92   (feet)  ADJUSTED  
 JZ0999  ___________________________________________________________________
 JZ0999  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ0999  DYNAMIC HT  -         255.550 (meters)     838.42  (feet)  COMP
 JZ0999  MODELED GRAV-     980,016.9   (mgal)                       NAVD 88
 JZ0999
 JZ0999  VERT ORDER  -  SECOND    CLASS 0
 JZ0999
 JZ0999.The horizontal coordinates were scaled from a topographic map and have
 JZ0999.an estimated accuracy of +/- 6 seconds.
 JZ0999
 JZ0999.The orthometric height was determined by differential leveling
 JZ0999.and adjusted by the National Geodetic Survey in June 1991..
 JZ0999
 JZ0999.The geoid height was determined by GEOID03.
 JZ0999
 JZ0999.The dynamic height is computed by dividing the NAVD 88
 JZ0999.geopotential number by the normal gravity value computed on the
 JZ0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0999.degrees latitude (g = 980.6199 gals.).
 JZ0999
 JZ0999.The modeled gravity was interpolated from observed gravity values.
 JZ0999
 JZ0999;                    North         East    Units  Estimated Accuracy
 JZ0999;SPC OH S     -   143,270.      422,090.      MT  (+/- 180 meters Scaled)
 JZ0999
 JZ0999                          SUPERSEDED SURVEY CONTROL
 JZ0999
 JZ0999  NGVD 29 (??/??/92)  255.884  (m)          839.51   (f) ADJ UNCH    2 0
 JZ0999
 JZ0999.Superseded values are not recommended for survey control.
 JZ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0999.See file dsdata.txt to determine how the superseded data were derived.
 JZ0999
 JZ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ103498(NAD 83)
 JZ0999_MARKER: DB = BENCH MARK DISK
 JZ0999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0999_SP_SET: BRIDGE
 JZ0999_STAMPING: D 144 1947
 JZ0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0999
 JZ0999  HISTORY     - Date     Condition        Report By
 JZ0999  HISTORY     - 1947     MONUMENTED       CGS
 JZ0999  HISTORY     - 20041124 MARK NOT FOUND   GEOCAC
 JZ0999
 JZ0999                          STATION DESCRIPTION
 JZ0999
 JZ0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0999'3.2 MI N FROM MOUNT HEALTHY.
 JZ0999'3.2 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE SECOND NATIONAL
 JZ0999'BANK AT MOUNT HEALTHY, ABOUT 1.1 MILES NORTH OF THE NEW
 JZ0999'BURLINGTON SCHOOL, ABOUT 1.9 MILES SOUTH OF THE INTERSECTION
 JZ0999'OF U.S. HIGHWAY 50 BY-PASS AND STATE HIGHWAY 126 AT PLEASANT
 JZ0999'RUN, SET IN THE TOP OF THE NORTHWEST WING WALL OF A 15-FOOT
 JZ0999'CONCRETE BRIDGE OVER A CREEK, ABOUT 75 YARDS SOUTH OF THE CENTER
 JZ0999'OF A FARM LANE LEADING WEST, 33 FEET WEST OF AND ABOUT 3 FEET
 JZ0999'BELOW THE CENTER LINE OF THE HIGHWAY.
 JZ0999
 JZ0999                          STATION RECOVERY (2004)
 JZ0999
 JZ0999'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0455 ***********************************************************************
 JZ0455  DESIGNATION -  D 145
 JZ0455  PID         -  JZ0455
 JZ0455  STATE/COUNTY-  OH/HAMILTON
 JZ0455  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ0455
 JZ0455                         *CURRENT SURVEY CONTROL
 JZ0455  ___________________________________________________________________
 JZ0455* NAD 83(1986)-  39 14 26.     (N)    084 28 00.     (W)     SCALED    
 JZ0455* NAVD 88     -       180.024  (meters)     590.63   (feet)  ADJUSTED  
 JZ0455  ___________________________________________________________________
 JZ0455  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ0455  DYNAMIC HT  -         179.912 (meters)     590.26  (feet)  COMP
 JZ0455  MODELED GRAV-     980,004.8   (mgal)                       NAVD 88
 JZ0455
 JZ0455  VERT ORDER  -  FIRST     CLASS II
 JZ0455
 JZ0455.The horizontal coordinates were scaled from a topographic map and have
 JZ0455.an estimated accuracy of +/- 6 seconds.
 JZ0455
 JZ0455.The orthometric height was determined by differential leveling
 JZ0455.and adjusted by the National Geodetic Survey in June 1991..
 JZ0455
 JZ0455.The geoid height was determined by GEOID03.
 JZ0455
 JZ0455.The dynamic height is computed by dividing the NAVD 88
 JZ0455.geopotential number by the normal gravity value computed on the
 JZ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0455.degrees latitude (g = 980.6199 gals.).
 JZ0455
 JZ0455.The modeled gravity was interpolated from observed gravity values.
 JZ0455
 JZ0455;                    North         East    Units  Estimated Accuracy
 JZ0455;SPC OH S     -   139,570.      430,240.      MT  (+/- 180 meters Scaled)
 JZ0455
 JZ0455                          SUPERSEDED SURVEY CONTROL
 JZ0455
 JZ0455  NGVD 29 (??/??/92)  180.197  (m)          591.20   (f) ADJ UNCH    1 2
 JZ0455
 JZ0455.Superseded values are not recommended for survey control.
 JZ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0455.See file dsdata.txt to determine how the superseded data were derived.
 JZ0455
 JZ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ186465(NAD 83)
 JZ0455_MARKER: DB = BENCH MARK DISK
 JZ0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0455_SP_SET: SEMAPHORE
 JZ0455_STAMPING: D 145 1947
 JZ0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0455
 JZ0455  HISTORY     - Date     Condition        Report By
 JZ0455  HISTORY     - 1947     MONUMENTED       CGS
 JZ0455  HISTORY     - 19930604 MARK NOT FOUND   NGS
 JZ0455
 JZ0455                          STATION DESCRIPTION
 JZ0455
 JZ0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0455'AT WYOMING.
 JZ0455'AT WYOMING, IN THE NORTH PART OF TOWN, ALONG THE BALTIMORE AND
 JZ0455'OHIO RAILROAD, SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE
 JZ0455'BASE OF SEMAPHORE SIGNAL NO. 12/8, 7 FEET NORTHEAST OF THE
 JZ0455'NORTHEAST RAIL AND ABOUT 1.5 FEET BELOW THE TRACK.
 JZ0455
 JZ0455                          STATION RECOVERY (1993)
 JZ0455
 JZ0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1093 ***********************************************************************
 KY1093  DESIGNATION -  D 148
 KY1093  PID         -  KY1093
 KY1093  STATE/COUNTY-  OH/MAHONING
 KY1093  USGS QUAD   -  NEW MIDDLETOWN (1988)
 KY1093
 KY1093                         *CURRENT SURVEY CONTROL
 KY1093  ___________________________________________________________________
 KY1093* NAD 83(1986)-  40 59 42.     (N)    080 31 08.     (W)     SCALED    
 KY1093* NAVD 88     -       354.716  (meters)    1163.76   (feet)  ADJUSTED  
 KY1093  ___________________________________________________________________
 KY1093  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KY1093  DYNAMIC HT  -         354.548 (meters)    1163.21  (feet)  COMP
 KY1093  MODELED GRAV-     980,140.8   (mgal)                       NAVD 88
 KY1093
 KY1093  VERT ORDER  -  SECOND    CLASS 0
 KY1093
 KY1093.The horizontal coordinates were scaled from a topographic map and have
 KY1093.an estimated accuracy of +/- 6 seconds.
 KY1093
 KY1093.The orthometric height was determined by differential leveling
 KY1093.and adjusted by the National Geodetic Survey in June 1991..
 KY1093
 KY1093.The geoid height was determined by GEOID03.
 KY1093
 KY1093.The dynamic height is computed by dividing the NAVD 88
 KY1093.geopotential number by the normal gravity value computed on the
 KY1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1093.degrees latitude (g = 980.6199 gals.).
 KY1093
 KY1093.The modeled gravity was interpolated from observed gravity values.
 KY1093
 KY1093;                    North         East    Units  Estimated Accuracy
 KY1093;SPC OH N     -   149,400.      766,670.      MT  (+/- 180 meters Scaled)
 KY1093
 KY1093                          SUPERSEDED SURVEY CONTROL
 KY1093
 KY1093  NGVD 29 (??/??/92)  354.880  (m)         1164.30   (f) ADJ UNCH    2 0
 KY1093
 KY1093.Superseded values are not recommended for survey control.
 KY1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1093.See file dsdata.txt to determine how the superseded data were derived.
 KY1093
 KY1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF404383(NAD 83)
 KY1093_MARKER: DB = BENCH MARK DISK
 KY1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1093_STAMPING: D 148 1949
 KY1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1093+STABILITY: SURFACE MOTION
 KY1093
 KY1093  HISTORY     - Date     Condition        Report By
 KY1093  HISTORY     - 1949     MONUMENTED       CGS
 KY1093  HISTORY     - 1950     GOOD             NGS
 KY1093  HISTORY     - 20060820 MARK NOT FOUND   GEOCAC
 KY1093
 KY1093                          STATION DESCRIPTION
 KY1093
 KY1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1093'3.3 MI SE FROM LOWELLVILLE.
 KY1093'ABOUT 1.1 MILES SOUTHEAST ALONG THE POLAND-STRUTHERS-LOWELLVILLE
 KY1093'ROAD FROM THE SOUTH END OF BRIDGE OVER MAHONING RIVER AT LOWELLVILLE,
 KY1093'THENCE ABOUT 0.1 MILE EAST ALONG U.S. 224, THENCE SOUTHEAST
 KY1093'ABOUT 0.7 MILE ALONG STYMIE ROAD, THENCE ABOUT 1.4 MILES SOUTH
 KY1093'ALONG THE OHIO-PENNA. STATE LINE ROAD, AT THE JUNCTION OF THE
 KY1093'OHIO-PENNA. STATE LINE ROAD AND THE ARREL ROAD, 24 FEET WEST OF
 KY1093'THE CENTERLINE OF THE OHIO-PENNA. STATE LINE ROAD, 99 FEET SOUTH
 KY1093'OF THE ARREL ROAD, 3.5 FEET SOUTH OF POLE 80-TY-13, 179 FEET
 KY1093'NORTH OF THE CENTERLINE OF DRIVE WAY LEADING WEST TO HOUSE.  IT
 KY1093'IS 2 FEET NORTH OF A WHITE WITNESS POST AND ABOUT 2 FEET ABOVE
 KY1093'THE LEVEL OF THE ROAD.  A STANDARD DISK SET IN THE TOP OF A
 KY1093'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 KY1093
 KY1093                          STATION RECOVERY (2006)
 KY1093
 KY1093'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1093'ALL REFERENCES EXCEPT STATE LINE ROAD ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1186 ***********************************************************************
 KY1186  DESIGNATION -  D 149
 KY1186  PID         -  KY1186
 KY1186  STATE/COUNTY-  OH/MAHONING
 KY1186  USGS QUAD   -  COLUMBIANA (1994)
 KY1186
 KY1186                         *CURRENT SURVEY CONTROL
 KY1186  ___________________________________________________________________
 KY1186* NAD 83(1986)-  40 55 49.     (N)    080 37 54.     (W)     SCALED    
 KY1186* NAVD 88     -       348.211  (meters)    1142.42   (feet)  ADJUSTED  
 KY1186  ___________________________________________________________________
 KY1186  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KY1186  DYNAMIC HT  -         348.041 (meters)    1141.86  (feet)  COMP
 KY1186  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 KY1186
 KY1186  VERT ORDER  -  SECOND    CLASS 0
 KY1186
 KY1186.The horizontal coordinates were scaled from a topographic map and have
 KY1186.an estimated accuracy of +/- 6 seconds.
 KY1186
 KY1186.The orthometric height was determined by differential leveling
 KY1186.and adjusted by the National Geodetic Survey in June 1991..
 KY1186
 KY1186.The geoid height was determined by GEOID03.
 KY1186
 KY1186.The dynamic height is computed by dividing the NAVD 88
 KY1186.geopotential number by the normal gravity value computed on the
 KY1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1186.degrees latitude (g = 980.6199 gals.).
 KY1186
 KY1186.The modeled gravity was interpolated from observed gravity values.
 KY1186
 KY1186;                    North         East    Units  Estimated Accuracy
 KY1186;SPC OH N     -   142,000.      757,340.      MT  (+/- 180 meters Scaled)
 KY1186
 KY1186                          SUPERSEDED SURVEY CONTROL
 KY1186
 KY1186  NGVD 29 (??/??/92)  348.363  (m)         1142.92   (f) ADJ UNCH    2 0
 KY1186
 KY1186.Superseded values are not recommended for survey control.
 KY1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1186.See file dsdata.txt to determine how the superseded data were derived.
 KY1186
 KY1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF310310(NAD 83)
 KY1186_MARKER: DB = BENCH MARK DISK
 KY1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1186_STAMPING: D 149 1949
 KY1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1186+STABILITY: SURFACE MOTION
 KY1186
 KY1186  HISTORY     - Date     Condition        Report By
 KY1186  HISTORY     - 1949     MONUMENTED       CGS
 KY1186  HISTORY     - 1950     GOOD             NGS
 KY1186  HISTORY     - 19960901 MARK NOT FOUND   USPSQD
 KY1186
 KY1186                          STATION DESCRIPTION
 KY1186
 KY1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1186'2.2 MI SE FROM NORTH LIMA.
 KY1186'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 165 FROM ITS INTERSECTION
 KY1186'WITH STATE HIGHWAY 7 AT NORTH LIMA, THENCE ABOUT 1.0 MILE
 KY1186'SOUTH ALONG THE BEAVER-SPRINGFIELD ROAD, AT THE INTERSECTION
 KY1186'OF THE BEAVER-SPRINGFIELD ROAD AND THE SEBRING-PINE LAKE ROAD,
 KY1186'21 FEET WEST OF THE CENTERLINE OF THE BEAVER-SPRINGFIELD ROAD, 125
 KY1186'FEET NORTH OF THE EXTENDED CENTERLINE OF THE SEBRING-PINE
 KY1186'LAKE ROAD LEADING EAST, 2.5 FEET SOUTHEAST OF CORNER FENCE
 KY1186'POST, 1 FOOT EAST OF FENCE LINE, 54 FEET SOUTH OF POLE 45-12,
 KY1186'AT THE NORTHEAST CORNER OF A TIMBER AREA.  IT IS 2 FEET WEST OF
 KY1186'A WHITE WITNESS POST AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 KY1186'CENTER OF THE BEAVER-SPRINGFIELD ROAD.  A STANDARD DISK SET IN THE
 KY1186'TOP OF A CONCRETE POST AND PROJECTING 4 INCHES.
 KY1186
 KY1186                          STATION RECOVERY (1996)
 KY1186
 KY1186'RECOVERY NOTE BY US POWER SQUADRON 1996
 KY1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1070 ***********************************************************************
 MB1070  DESIGNATION -  D 15
 MB1070  PID         -  MB1070
 MB1070  STATE/COUNTY-  OH/GEAUGA
 MB1070  USGS QUAD   -  CHARDON (1994)
 MB1070
 MB1070                         *CURRENT SURVEY CONTROL
 MB1070  ___________________________________________________________________
 MB1070* NAD 83(1986)-  41 33 40.     (N)    081 08 37.     (W)     SCALED    
 MB1070* NAVD 88     -       358.303  (meters)    1175.53   (feet)  ADJUSTED  
 MB1070  ___________________________________________________________________
 MB1070  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 MB1070  DYNAMIC HT  -         358.153 (meters)    1175.04  (feet)  COMP
 MB1070  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 MB1070
 MB1070  VERT ORDER  -  SECOND    CLASS 0
 MB1070
 MB1070.The horizontal coordinates were scaled from a topographic map and have
 MB1070.an estimated accuracy of +/- 6 seconds.
 MB1070
 MB1070.The orthometric height was determined by differential leveling
 MB1070.and adjusted by the National Geodetic Survey in June 1991..
 MB1070
 MB1070.The geoid height was determined by GEOID03.
 MB1070
 MB1070.The dynamic height is computed by dividing the NAVD 88
 MB1070.geopotential number by the normal gravity value computed on the
 MB1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1070.degrees latitude (g = 980.6199 gals.).
 MB1070
 MB1070.The modeled gravity was interpolated from observed gravity values.
 MB1070
 MB1070;                    North         East    Units  Estimated Accuracy
 MB1070;SPC OH N     -   211,250.      713,140.      MT  (+/- 180 meters Scaled)
 MB1070
 MB1070                          SUPERSEDED SURVEY CONTROL
 MB1070
 MB1070  NGVD 29 (??/??/92)  358.496  (m)         1176.17   (f) ADJ UNCH    2 0
 MB1070
 MB1070.Superseded values are not recommended for survey control.
 MB1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1070.See file dsdata.txt to determine how the superseded data were derived.
 MB1070
 MB1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG880010(NAD 83)
 MB1070_MARKER: DB = BENCH MARK DISK
 MB1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1070_STAMPING: D 15 1934
 MB1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1070+STABILITY: SURFACE MOTION
 MB1070
 MB1070  HISTORY     - Date     Condition        Report By
 MB1070  HISTORY     - 1934     MONUMENTED       CGS
 MB1070
 MB1070                          STATION DESCRIPTION
 MB1070
 MB1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1070'2.9 MI N FROM EAST CLARIDON.
 MB1070'2.9 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MB1070'STATION AT EAST CLARIDON, GEAUGA COUNTY, 176 YARDS SOUTH OF THE
 MB1070'TWENTY-FIFTH POLE NORTH OF MILEPOST 120, AT A GRAVEL-ROAD CROSSING,
 MB1070'24.1 YARDS NORTHEAST OF THE INTERSECTION OF THE CENTERLINE OF
 MB1070'THE ROAD WITH THE EAST RAIL, 22.4 YARDS NORTHEAST OF THE
 MB1070'NORTHEAST RAIL, 1.4 YARDS SOUTHWEST OF A POLE, AND ABOUT LEVEL
 MB1070'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 15 1934 AND
 MB1070'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1204 ***********************************************************************
 KY1204  DESIGNATION -  D 150 RESET
 KY1204  PID         -  KY1204
 KY1204  STATE/COUNTY-  OH/COLUMBIANA
 KY1204  USGS QUAD   -  SALEM (1994)
 KY1204
 KY1204                         *CURRENT SURVEY CONTROL
 KY1204  ___________________________________________________________________
 KY1204* NAD 83(1986)-  40 54 03.     (N)    080 51 05.     (W)     SCALED    
 KY1204* NAVD 88     -       373.81   (+/-2cm)    1226.4    (feet)  VERTCON   
 KY1204  ___________________________________________________________________
 KY1204  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY1204
 KY1204  VERT ORDER  -  THIRD (See Below)
 KY1204
 KY1204.The horizontal coordinates were scaled from a topographic map and have
 KY1204.an estimated accuracy of +/- 6 seconds.
 KY1204
 KY1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY1204.The vertical order pertains to the NGVD 29 superseded value.
 KY1204
 KY1204.The geoid height was determined by GEOID03.
 KY1204
 KY1204;                    North         East    Units  Estimated Accuracy
 KY1204;SPC OH N     -   138,360.      738,900.      MT  (+/- 180 meters Scaled)
 KY1204
 KY1204                          SUPERSEDED SURVEY CONTROL
 KY1204
 KY1204  NGVD 29 (10/13/05)  373.96   (m)         1226.9    (f) RESET       3  
 KY1204
 KY1204.Superseded values are not recommended for survey control.
 KY1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1204.See file dsdata.txt to determine how the superseded data were derived.
 KY1204
 KY1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF125277(NAD 83)
 KY1204_MARKER: DB = BENCH MARK DISK
 KY1204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1204_SP_SET: BUILDING
 KY1204_STAMPING: D 150 RESET 1963
 KY1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1204+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 KY1204
 KY1204  HISTORY     - Date     Condition        Report By
 KY1204  HISTORY     - 1963     MONUMENTED       LOCSUR
 KY1204  HISTORY     - 1964     GOOD             NGS
 KY1204  HISTORY     - 20060310 GOOD             GEOCAC
 KY1204
 KY1204                          STATION DESCRIPTION
 KY1204
 KY1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KY1204'AT SALEM.
 KY1204'IN THE SOUTH FACE OF THE NEW HOME SAVINGS AND LOAN BUILDING AT
 KY1204'SALEM, ON THE EAST SIDE BRICK WALL OF FRONT DOOR ENTRANCE,
 KY1204'CEMENTED IN A DRILLED HOLE ABOUT 2 FEET ABOVE THE LEVEL OF THE
 KY1204'GROUND.  THIS IS A VERTICAL MARK AND HAS BEEN PLACED BY
 KY1204'SURVEY TO THE EXACT SAME LEVEL AS THE PERVIOUS ORIGINAL ONE.
 KY1204
 KY1204                          STATION RECOVERY (2006)
 KY1204
 KY1204'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1204'ADD TO DESCRIPTION--THE HOME SAVINGS AND LOAN BUILDING IS AT 650 E.
 KY1204'STATE ST., AT THE NW CORNER OF LINCOLN AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0820 ***********************************************************************
 MB0820  DESIGNATION -  D 151
 MB0820  PID         -  MB0820
 MB0820  STATE/COUNTY-  OH/MAHONING
 MB0820  USGS QUAD   -  NEWTON FALLS (1994)
 MB0820
 MB0820                         *CURRENT SURVEY CONTROL
 MB0820  ___________________________________________________________________
 MB0820* NAD 83(1986)-  41 08 03.     (N)    080 56 21.     (W)     SCALED    
 MB0820* NAVD 88     -       297.515  (meters)     976.10   (feet)  ADJUSTED  
 MB0820  ___________________________________________________________________
 MB0820  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB0820  DYNAMIC HT  -         297.383 (meters)     975.66  (feet)  COMP
 MB0820  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 MB0820
 MB0820  VERT ORDER  -  SECOND    CLASS 0
 MB0820
 MB0820.The horizontal coordinates were scaled from a topographic map and have
 MB0820.an estimated accuracy of +/- 6 seconds.
 MB0820
 MB0820.The orthometric height was determined by differential leveling
 MB0820.and adjusted by the National Geodetic Survey in June 1991..
 MB0820
 MB0820.The geoid height was determined by GEOID03.
 MB0820
 MB0820.The dynamic height is computed by dividing the NAVD 88
 MB0820.geopotential number by the normal gravity value computed on the
 MB0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0820.degrees latitude (g = 980.6199 gals.).
 MB0820
 MB0820.The modeled gravity was interpolated from observed gravity values.
 MB0820
 MB0820;                    North         East    Units  Estimated Accuracy
 MB0820;SPC OH N     -   164,130.      731,040.      MT  (+/- 180 meters Scaled)
 MB0820
 MB0820                          SUPERSEDED SURVEY CONTROL
 MB0820
 MB0820  NGVD 29 (??/??/92)  297.691  (m)          976.67   (f) ADJ UNCH    2 0
 MB0820
 MB0820.Superseded values are not recommended for survey control.
 MB0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0820.See file dsdata.txt to determine how the superseded data were derived.
 MB0820
 MB0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF051536(NAD 83)
 MB0820_MARKER: DB = BENCH MARK DISK
 MB0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0820_STAMPING: D 151 1949
 MB0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0820+STABILITY: SURFACE MOTION
 MB0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0820+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 MB0820
 MB0820  HISTORY     - Date     Condition        Report By
 MB0820  HISTORY     - 1949     MONUMENTED       CGS
 MB0820  HISTORY     - 1950     GOOD             NGS
 MB0820  HISTORY     - 1955     GOOD             NGS
 MB0820  HISTORY     - 20060723 GOOD             GEOCAC
 MB0820
 MB0820                          STATION DESCRIPTION
 MB0820
 MB0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0820'1.3 MI E FROM PRICETOWN.
 MB0820'ABOUT 1.3 MILES EAST ALONG THE MAHONING-TRUMBULL COUNTY LINE ROAD
 MB0820'FROM THE COMMUNITY CHURCH AT PRICETOWN, AT THE JUNCTION OF
 MB0820'ROBINSON ROAD, 34 FEET SOUTH OF THE CENTERLINE OF THE COUNTY
 MB0820'LINE ROAD, 20 FEET NORTHEAST OF THE CENTERLINE OF ROBINSON ROAD,
 MB0820'35 FEET SOUTHEAST OF THE SOUTHEAST END OF A 12 INCH CONCRETE
 MB0820'CULVERT, 9 FEET NORTH OF POLE 1343.  IT IS 2 FEET SOUTHEAST OF
 MB0820'A WHITE WITNESS POST AND ABOUT LEVEL WITH THE ROADS.  A STANDARD
 MB0820'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MB0820
 MB0820                          STATION RECOVERY (1955)
 MB0820
 MB0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 MB0820'RECOVERED IN GOOD CONDITION.
 MB0820
 MB0820                          STATION RECOVERY (2006)
 MB0820
 MB0820'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0796 ***********************************************************************
 MB0796  DESIGNATION -  D 152
 MB0796  PID         -  MB0796
 MB0796  STATE/COUNTY-  OH/MAHONING
 MB0796  USGS QUAD   -  CAMPBELL (1979)
 MB0796
 MB0796                         *CURRENT SURVEY CONTROL
 MB0796  ___________________________________________________________________
 MB0796* NAD 83(1986)-  41 04 08.     (N)    080 36 58.     (W)     SCALED    
 MB0796* NAVD 88     -       294.999  (meters)     967.84   (feet)  ADJUSTED  
 MB0796  ___________________________________________________________________
 MB0796  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 MB0796  DYNAMIC HT  -         294.862 (meters)     967.39  (feet)  COMP
 MB0796  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 MB0796
 MB0796  VERT ORDER  -  SECOND    CLASS 0
 MB0796
 MB0796.The horizontal coordinates were scaled from a topographic map and have
 MB0796.an estimated accuracy of +/- 6 seconds.
 MB0796
 MB0796.The orthometric height was determined by differential leveling
 MB0796.and adjusted by the National Geodetic Survey in June 1991..
 MB0796
 MB0796.The geoid height was determined by GEOID03.
 MB0796
 MB0796.The dynamic height is computed by dividing the NAVD 88
 MB0796.geopotential number by the normal gravity value computed on the
 MB0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0796.degrees latitude (g = 980.6199 gals.).
 MB0796
 MB0796.The modeled gravity was interpolated from observed gravity values.
 MB0796
 MB0796;                    North         East    Units  Estimated Accuracy
 MB0796;SPC OH N     -   157,420.      758,310.      MT  (+/- 180 meters Scaled)
 MB0796
 MB0796                          SUPERSEDED SURVEY CONTROL
 MB0796
 MB0796  NGVD 29 (??/??/92)  295.173  (m)          968.41   (f) ADJ UNCH    2 0
 MB0796
 MB0796.Superseded values are not recommended for survey control.
 MB0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0796.See file dsdata.txt to determine how the superseded data were derived.
 MB0796
 MB0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF322464(NAD 83)
 MB0796_MARKER: DB = BENCH MARK DISK
 MB0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0796_STAMPING: D 152 1950
 MB0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0796+STABILITY: SURFACE MOTION
 MB0796
 MB0796  HISTORY     - Date     Condition        Report By
 MB0796  HISTORY     - 1950     MONUMENTED       CGS
 MB0796  HISTORY     - 1989     GOOD             USPSQD
 MB0796  HISTORY     - 20060112 MARK NOT FOUND   GEOCAC
 MB0796
 MB0796                          STATION DESCRIPTION
 MB0796
 MB0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0796'AT YOUNGSTOWN.
 MB0796'ABOUT 0.65 MILE NORTH ALONG LOVELAND AVENUE FROM ITS
 MB0796'INTERSECTION WITH STATE HIGHWAYS 90 AND 625, ABOUT 0.2 MILE
 MB0796'SOUTH OF POLAND AVENUE ALONG LOVELAND AVENUE, DIRECTLY ACROSS
 MB0796'THE STREET FROM HOUSE 3335, 23 FEET WEST OF THE CENTERLINE OF
 MB0796'LOVELAND AVENUE, 5.5 FEET NORTHWEST OF POLE 20-283, 3 FEET
 MB0796'EAST OF THE EAST EDGE OF SIDEWALK.  IT IS 2 FEET NORTH OF A
 MB0796'WHITE WITNESS POST AND ABOUT 1 FOOT ABOVE THE LEVEL OF LOVELAND
 MB0796'AVENUE AND ABOUT LEVEL WITH THE SIDE WALK.  A STANDARD DISK
 MB0796'SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH THE LEVEL OF
 MB0796'THE GROUND.
 MB0796
 MB0796                          STATION RECOVERY (1989)
 MB0796
 MB0796'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFD)
 MB0796'RECOVERED IN GOOD CONDITION.
 MB0796
 MB0796                          STATION RECOVERY (2006)
 MB0796
 MB0796'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0930 ***********************************************************************
 MB0930  DESIGNATION -  D 153
 MB0930  PID         -  MB0930
 MB0930  STATE/COUNTY-  OH/TRUMBULL
 MB0930  USGS QUAD   -  GIRARD (1994)
 MB0930
 MB0930                         *CURRENT SURVEY CONTROL
 MB0930  ___________________________________________________________________
 MB0930* NAD 83(1986)-  41 09 44.     (N)    080 40 48.     (W)     SCALED    
 MB0930* NAVD 88     -       317.712  (meters)    1042.36   (feet)  ADJUSTED  
 MB0930  ___________________________________________________________________
 MB0930  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0930  DYNAMIC HT  -         317.568 (meters)    1041.89  (feet)  COMP
 MB0930  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 MB0930
 MB0930  VERT ORDER  -  SECOND    CLASS 0
 MB0930
 MB0930.The horizontal coordinates were scaled from a topographic map and have
 MB0930.an estimated accuracy of +/- 6 seconds.
 MB0930
 MB0930.The orthometric height was determined by differential leveling
 MB0930.and adjusted by the National Geodetic Survey in June 1991..
 MB0930
 MB0930.The geoid height was determined by GEOID03.
 MB0930
 MB0930.The dynamic height is computed by dividing the NAVD 88
 MB0930.geopotential number by the normal gravity value computed on the
 MB0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0930.degrees latitude (g = 980.6199 gals.).
 MB0930
 MB0930.The modeled gravity was interpolated from observed gravity values.
 MB0930
 MB0930;                    North         East    Units  Estimated Accuracy
 MB0930;SPC OH N     -   167,670.      752,730.      MT  (+/- 180 meters Scaled)
 MB0930
 MB0930                          SUPERSEDED SURVEY CONTROL
 MB0930
 MB0930  NGVD 29 (??/??/92)  317.887  (m)         1042.93   (f) ADJ UNCH    2 0
 MB0930
 MB0930.Superseded values are not recommended for survey control.
 MB0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0930.See file dsdata.txt to determine how the superseded data were derived.
 MB0930
 MB0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF268568(NAD 83)
 MB0930_MARKER: DB = BENCH MARK DISK
 MB0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0930_STAMPING: D 153 1950
 MB0930_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0930+STABILITY: SURFACE MOTION
 MB0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0930+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2006
 MB0930
 MB0930  HISTORY     - Date     Condition        Report By
 MB0930  HISTORY     - 1950     MONUMENTED       CGS
 MB0930  HISTORY     - 19900625 GOOD             OHDT
 MB0930  HISTORY     - 20060527 GOOD             GEOCAC
 MB0930
 MB0930                          STATION DESCRIPTION
 MB0930
 MB0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0930'0.8 MI W FROM CHURCHILL.
 MB0930'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 304 FROM THE CEMETERY
 MB0930'AT CHURCHILL, NEAR THE NORTHWEST CORNER OF A GOLF COURSE.  IT
 MB0930'IS 24.5 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 304, 126
 MB0930'FEET WEST OF THE CENTERLINE OF A DRIVEWAY LEADING NORTH, 3 FEET
 MB0930'EAST OF POLE 89-217.  IT IS 3 FEET NORTHEAST OF A WHITE WITNESS
 MB0930'POST AND 1 FOOT HIGHER THAN THE LEVEL OF THE ROAD.  A STANDARD
 MB0930'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MB0930'NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 1.2 MILES EAST
 MB0930'ALONG STATE HIGHWAY 304 FROM ITS JUNCTION WITH U.S. 422 AT
 MB0930'GIRARD.
 MB0930
 MB0930                          STATION RECOVERY (1990)
 MB0930
 MB0930'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 MB0930'RECOVERED IN GOOD CONDITION.
 MB0930
 MB0930                          STATION RECOVERY (2006)
 MB0930
 MB0930'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0724 ***********************************************************************
 MB0724  DESIGNATION -  D 154
 MB0724  PID         -  MB0724
 MB0724  STATE/COUNTY-  OH/MAHONING
 MB0724  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0724
 MB0724                         *CURRENT SURVEY CONTROL
 MB0724  ___________________________________________________________________
 MB0724* NAD 83(1986)-  41 04 06.     (N)    080 42 54.     (W)     SCALED    
 MB0724* NAVD 88     -       325.036  (meters)    1066.39   (feet)  ADJUSTED  
 MB0724  ___________________________________________________________________
 MB0724  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 MB0724  DYNAMIC HT  -         324.886 (meters)    1065.90  (feet)  COMP
 MB0724  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 MB0724
 MB0724  VERT ORDER  -  SECOND    CLASS 0
 MB0724
 MB0724.The horizontal coordinates were scaled from a topographic map and have
 MB0724.an estimated accuracy of +/- 6 seconds.
 MB0724
 MB0724.The orthometric height was determined by differential leveling
 MB0724.and adjusted by the National Geodetic Survey in June 1991..
 MB0724
 MB0724.The geoid height was determined by GEOID03.
 MB0724
 MB0724.The dynamic height is computed by dividing the NAVD 88
 MB0724.geopotential number by the normal gravity value computed on the
 MB0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0724.degrees latitude (g = 980.6199 gals.).
 MB0724
 MB0724.The modeled gravity was interpolated from observed gravity values.
 MB0724
 MB0724;                    North         East    Units  Estimated Accuracy
 MB0724;SPC OH N     -   157,180.      750,010.      MT  (+/- 180 meters Scaled)
 MB0724
 MB0724                          SUPERSEDED SURVEY CONTROL
 MB0724
 MB0724  NGVD 29 (??/??/92)  325.21   (m)         1067.0    (f) COMPUTED    2 0
 MB0724
 MB0724.Superseded values are not recommended for survey control.
 MB0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0724.See file dsdata.txt to determine how the superseded data were derived.
 MB0724
 MB0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF239463(NAD 83)
 MB0724_MARKER: DB = BENCH MARK DISK
 MB0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0724_SP_SET: CULVERT
 MB0724_STAMPING: D 154 1950
 MB0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0724
 MB0724  HISTORY     - Date     Condition        Report By
 MB0724  HISTORY     - 1950     MONUMENTED       CGS
 MB0724  HISTORY     - 19960822 MARK NOT FOUND   USPSQD
 MB0724  HISTORY     - 20060807 MARK NOT FOUND   GEOCAC
 MB0724
 MB0724                          STATION DESCRIPTION
 MB0724
 MB0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0724'0.7 MI NW FROM CORNERSBURG.
 MB0724'ABOUT 0.5 MILE NORTH ALONG MERIDIAN ROAD FROM THE ZION LUTHERAN
 MB0724'CHURCH AT CORNERSBURG, THENCE ABOUT 0.2 MILE WEST ALONG KIRK
 MB0724'ROAD, IT IS IN THE TOP AND WEST END OF A 6 FOOT CULVERT, 12.5
 MB0724'FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF THE WEST
 MB0724'END OF THE HEADWALL AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD
 MB0724'DISK CEMENTED IN A DRILLED HOLE.
 MB0724
 MB0724                          STATION RECOVERY (1996)
 MB0724
 MB0724'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0724'MARK NOT FOUND.
 MB0724
 MB0724                          STATION RECOVERY (2006)
 MB0724
 MB0724'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0725 ***********************************************************************
 MB0725  DESIGNATION -  D 154 RESET
 MB0725  PID         -  MB0725
 MB0725  STATE/COUNTY-  OH/MAHONING
 MB0725  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0725
 MB0725                         *CURRENT SURVEY CONTROL
 MB0725  ___________________________________________________________________
 MB0725* NAD 83(1986)-  41 04 06.     (N)    080 42 54.     (W)     SCALED    
 MB0725* NAVD 88     -       324.97   (+/-2cm)    1066.2    (feet)  VERTCON   
 MB0725  ___________________________________________________________________
 MB0725  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 MB0725
 MB0725  VERT ORDER  -  THIRD (See Below)
 MB0725
 MB0725.The horizontal coordinates were scaled from a topographic map and have
 MB0725.an estimated accuracy of +/- 6 seconds.
 MB0725
 MB0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB0725.The vertical order pertains to the NGVD 29 superseded value.
 MB0725
 MB0725.The geoid height was determined by GEOID03.
 MB0725
 MB0725;                    North         East    Units  Estimated Accuracy
 MB0725;SPC OH N     -   157,180.      750,010.      MT  (+/- 180 meters Scaled)
 MB0725
 MB0725                          SUPERSEDED SURVEY CONTROL
 MB0725
 MB0725  NGVD 29 (??/??/??)  325.15   (m)         1066.8    (f) RESET       3  
 MB0725
 MB0725.Superseded values are not recommended for survey control.
 MB0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0725.See file dsdata.txt to determine how the superseded data were derived.
 MB0725
 MB0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF239463(NAD 83)
 MB0725_MARKER: DB = BENCH MARK DISK
 MB0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0725_SP_SET: CULVERT
 MB0725_STAMPING: D 154 RESET 1958
 MB0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0725+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 MB0725
 MB0725  HISTORY     - Date     Condition        Report By
 MB0725  HISTORY     - 1958     MONUMENTED       OH-099
 MB0725  HISTORY     - 1959     GOOD             NGS
 MB0725  HISTORY     - 19960822 GOOD             USPSQD
 MB0725  HISTORY     - 20060130 GOOD             GEOCAC
 MB0725
 MB0725                          STATION DESCRIPTION
 MB0725
 MB0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MB0725'0.6 MI NW FROM CORNERSBURG.
 MB0725'FROM THE MAHONING COUNTY MON. AU 49, AT THE INTERSECTION OF
 MB0725'S. R. 62 AND MERIDIAN RD. (C. H. 30) GO 0.4 MILE NORTH ON
 MB0725'MERIDIAN RD., THEN WEST 0.2 MILE ON KIRK RD. (C. H. 146), ON
 MB0725'THE TOP AND EAST END OF THE SOUTH ABUTMENT OF THE CULVERT,
 MB0725'29 FEET SOUTH OF THE CENTERLINE OF KIRK RD, AND SET IN CONCRETE.
 MB0725
 MB0725                          STATION RECOVERY (1996)
 MB0725
 MB0725'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0725'RECOVERED IN GOOD CONDITION.
 MB0725
 MB0725                          STATION RECOVERY (2006)
 MB0725
 MB0725'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0850 ***********************************************************************
 MB0850  DESIGNATION -  D 155 RESET
 MB0850  PID         -  MB0850
 MB0850  STATE/COUNTY-  OH/TRUMBULL
 MB0850  USGS QUAD   -  GIRARD (1994)
 MB0850
 MB0850                         *CURRENT SURVEY CONTROL
 MB0850  ___________________________________________________________________
 MB0850* NAD 83(1986)-  41 08 17.     (N)    080 43 36.     (W)     SCALED    
 MB0850* NAVD 88     -       279.54   (+/-2cm)     917.1    (feet)  VERTCON   
 MB0850  ___________________________________________________________________
 MB0850  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0850
 MB0850  VERT ORDER  -  THIRD (See Below)
 MB0850
 MB0850.The horizontal coordinates were scaled from a topographic map and have
 MB0850.an estimated accuracy of +/- 6 seconds.
 MB0850
 MB0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB0850.The vertical order pertains to the NGVD 29 superseded value.
 MB0850
 MB0850.The geoid height was determined by GEOID03.
 MB0850
 MB0850;                    North         East    Units  Estimated Accuracy
 MB0850;SPC OH N     -   164,910.      748,870.      MT  (+/- 180 meters Scaled)
 MB0850
 MB0850                          SUPERSEDED SURVEY CONTROL
 MB0850
 MB0850  NGVD 29 (10/13/05)  279.72   (m)          917.7    (f) RESET       3  
 MB0850
 MB0850.Superseded values are not recommended for survey control.
 MB0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0850.See file dsdata.txt to determine how the superseded data were derived.
 MB0850
 MB0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF229541(NAD 83)
 MB0850_MARKER: DB = BENCH MARK DISK
 MB0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0850_SP_SET: CULVERT
 MB0850_STAMPING: D 155 1950 RESET 1966
 MB0850_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0850+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 MB0850
 MB0850  HISTORY     - Date     Condition        Report By
 MB0850  HISTORY     - 1966     MONUMENTED       CGS
 MB0850  HISTORY     - 19930929 GOOD             OHDT
 MB0850  HISTORY     - 20060325 GOOD             GEOCAC
 MB0850
 MB0850                          STATION DESCRIPTION
 MB0850
 MB0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MB0850'2.2 MI E FROM MINERAL RIDGE.
 MB0850'2.2 MILES EAST ALONG THE MAHONING-TRUMBULL COUNTY LINE ROAD
 MB0850'FROM ITS JUNCTION WITH STATE ROUTE NO. 46 AT MINERAL RIDGE,
 MB0850'THENCE NORTHEAST ALONG GIRARD ROAD FOR 0.2 MILE TO WHERE GIRARD
 MB0850'ROAD DEAD ENDS AT OHLTOWN ROAD AND INTERSTATE ROUTE 80.  THE MARK
 MB0850'IS CEMENTED IN A DRILLHOLE IN THE EAST HEADWALL OF A LARGE
 MB0850'CONCRETE BOX CULVERT UNDER INTERSTATE ROUTE 80, 190 FEET EAST
 MB0850'OF THE APPROXIMATE CENTER OF THE MEDIAN OF INTERSTATE ROUTE 80
 MB0850'AND 1 FOOT SOUTH OF THE NORTH END OF THE CONCRETE HEADWALL.
 MB0850
 MB0850                          STATION RECOVERY (1993)
 MB0850
 MB0850'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0850'RECOVERED IN GOOD CONDITION.
 MB0850
 MB0850                          STATION RECOVERY (2006)
 MB0850
 MB0850'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0852 ***********************************************************************
 MB0852  DESIGNATION -  D 156
 MB0852  PID         -  MB0852
 MB0852  STATE/COUNTY-  OH/TRUMBULL
 MB0852  USGS QUAD   -  NEWTON FALLS (1994)
 MB0852
 MB0852                         *CURRENT SURVEY CONTROL
 MB0852  ___________________________________________________________________
 MB0852* NAD 83(1986)-  41 14 16.     (N)    080 52 54.     (W)     SCALED    
 MB0852* NAVD 88     -       273.263  (meters)     896.53   (feet)  ADJUSTED  
 MB0852  ___________________________________________________________________
 MB0852  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB0852  DYNAMIC HT  -         273.146 (meters)     896.15  (feet)  COMP
 MB0852  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 MB0852
 MB0852  VERT ORDER  -  SECOND    CLASS 0
 MB0852
 MB0852.The horizontal coordinates were scaled from a topographic map and have
 MB0852.an estimated accuracy of +/- 6 seconds.
 MB0852
 MB0852.The orthometric height was determined by differential leveling
 MB0852.and adjusted by the National Geodetic Survey in June 1991..
 MB0852
 MB0852.The geoid height was determined by GEOID03.
 MB0852
 MB0852.The dynamic height is computed by dividing the NAVD 88
 MB0852.geopotential number by the normal gravity value computed on the
 MB0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0852.degrees latitude (g = 980.6199 gals.).
 MB0852
 MB0852.The modeled gravity was interpolated from observed gravity values.
 MB0852
 MB0852;                    North         East    Units  Estimated Accuracy
 MB0852;SPC OH N     -   175,730.      735,650.      MT  (+/- 180 meters Scaled)
 MB0852
 MB0852                          SUPERSEDED SURVEY CONTROL
 MB0852
 MB0852  NGVD 29 (??/??/92)  273.450  (m)          897.14   (f) ADJ UNCH    2 0
 MB0852
 MB0852.Superseded values are not recommended for survey control.
 MB0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0852.See file dsdata.txt to determine how the superseded data were derived.
 MB0852
 MB0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF099651(NAD 83)
 MB0852_MARKER: DB = BENCH MARK DISK
 MB0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0852_SP_SET: BRIDGE
 MB0852_STAMPING: D 156 1950
 MB0852_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0852
 MB0852  HISTORY     - Date     Condition        Report By
 MB0852  HISTORY     - 1950     MONUMENTED       CGS
 MB0852  HISTORY     - 19910820 GOOD             OHDT
 MB0852
 MB0852                          STATION DESCRIPTION
 MB0852
 MB0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0852'0.1 MI W FROM LEAVITTSBURG.
 MB0852'ABOUT 0.1 MILE WEST ALONG THE ERIE RAILROAD FROM ITS STATION
 MB0852'AT LEAVITTSBURG, IN THE TOP AND WEST END OF THE NORTH STONE
 MB0852'HEADWALL OF THE BRIDGE OVER DUCK CREEK, 10 FEET NORTH OF THE
 MB0852'NORTH RAIL.  IT IS 3 FEET BELOW THE LEVEL OF THE TRACK.  A
 MB0852'STANDARD DISK CEMENTED IN A DRILLED HOLE.
 MB0852
 MB0852                          STATION RECOVERY (1991)
 MB0852
 MB0852'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991
 MB0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0592 ***********************************************************************
 MB0592  DESIGNATION -  D 157
 MB0592  PID         -  MB0592
 MB0592  STATE/COUNTY-  OH/MAHONING
 MB0592  USGS QUAD   -  LAKE MILTON (1979)
 MB0592
 MB0592                         *CURRENT SURVEY CONTROL
 MB0592  ___________________________________________________________________
 MB0592* NAD 83(1986)-  41 00 39.     (N)    080 56 38.     (W)     SCALED    
 MB0592* NAVD 88     -       336.543  (meters)    1104.14   (feet)  ADJUSTED  
 MB0592  ___________________________________________________________________
 MB0592  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB0592  DYNAMIC HT  -         336.388 (meters)    1103.63  (feet)  COMP
 MB0592  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 MB0592
 MB0592  VERT ORDER  -  FIRST     CLASS II
 MB0592
 MB0592.The horizontal coordinates were scaled from a topographic map and have
 MB0592.an estimated accuracy of +/- 6 seconds.
 MB0592
 MB0592.The orthometric height was determined by differential leveling
 MB0592.and adjusted by the National Geodetic Survey in June 1991..
 MB0592
 MB0592.The geoid height was determined by GEOID03.
 MB0592
 MB0592.The dynamic height is computed by dividing the NAVD 88
 MB0592.geopotential number by the normal gravity value computed on the
 MB0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0592.degrees latitude (g = 980.6199 gals.).
 MB0592
 MB0592.The modeled gravity was interpolated from observed gravity values.
 MB0592
 MB0592;                    North         East    Units  Estimated Accuracy
 MB0592;SPC OH N     -   150,430.      730,890.      MT  (+/- 180 meters Scaled)
 MB0592
 MB0592                          SUPERSEDED SURVEY CONTROL
 MB0592
 MB0592  NGVD 29 (??/??/92)  336.709  (m)         1104.69   (f) ADJ UNCH    1 2
 MB0592
 MB0592.Superseded values are not recommended for survey control.
 MB0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0592.See file dsdata.txt to determine how the superseded data were derived.
 MB0592
 MB0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF047399(NAD 83)
 MB0592_MARKER: DB = BENCH MARK DISK
 MB0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0592_STAMPING: D 157 1950
 MB0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0592+STABILITY: SURFACE MOTION
 MB0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0592+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2006
 MB0592
 MB0592  HISTORY     - Date     Condition        Report By
 MB0592  HISTORY     - 1950     MONUMENTED       CGS
 MB0592  HISTORY     - 1984     GOOD             LOCSUR
 MB0592  HISTORY     - 20060401 GOOD             GEOCAC
 MB0592
 MB0592                          STATION DESCRIPTION
 MB0592
 MB0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0592'AT BERLIN CENTER STATION.
 MB0592'AT THE BERLIN CENTER RAILROAD STATION, NEAR THE WEST CORNER.  IT
 MB0592'IS 45 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.5 FEET SOUTH OF THE
 MB0592'WEST CORNER OF THE STATION, 11 FEET NORTHWEST OF THE NORTHWEST
 MB0592'CORNER OF A SIGNAL BOX, 2 FEET WEST OF A WHITE WITNESS POST
 MB0592'AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK SET IN THE TOP
 MB0592'OF A CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 MB0592'GROUND.
 MB0592
 MB0592                          STATION RECOVERY (1984)
 MB0592
 MB0592'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MB0592'THE SIGNAL BOX IS GONE AND ONLY THE FOUNDATION OF THE STATION BLDG.
 MB0592'REMAINS.
 MB0592
 MB0592                          STATION RECOVERY (2006)
 MB0592
 MB0592'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0544 ***********************************************************************
 MB0544  DESIGNATION -  D 158
 MB0544  PID         -  MB0544
 MB0544  STATE/COUNTY-  OH/MAHONING
 MB0544  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0544
 MB0544                         *CURRENT SURVEY CONTROL
 MB0544  ___________________________________________________________________
 MB0544* NAD 83(1986)-  41 05 46.     (N)    080 38 48.     (W)     SCALED    
 MB0544* NAVD 88     -       257.003  (meters)     843.18   (feet)  ADJUSTED  
 MB0544  ___________________________________________________________________
 MB0544  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0544  DYNAMIC HT  -         256.884 (meters)     842.79  (feet)  COMP
 MB0544  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 MB0544
 MB0544  VERT ORDER  -  FIRST     CLASS II
 MB0544
 MB0544.The horizontal coordinates were scaled from a topographic map and have
 MB0544.an estimated accuracy of +/- 6 seconds.
 MB0544
 MB0544.The orthometric height was determined by differential leveling
 MB0544.and adjusted by the National Geodetic Survey in June 1991..
 MB0544
 MB0544.The geoid height was determined by GEOID03.
 MB0544
 MB0544.The dynamic height is computed by dividing the NAVD 88
 MB0544.geopotential number by the normal gravity value computed on the
 MB0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0544.degrees latitude (g = 980.6199 gals.).
 MB0544
 MB0544.The modeled gravity was interpolated from observed gravity values.
 MB0544
 MB0544;                    North         East    Units  Estimated Accuracy
 MB0544;SPC OH N     -   160,390.      755,680.      MT  (+/- 180 meters Scaled)
 MB0544
 MB0544                          SUPERSEDED SURVEY CONTROL
 MB0544
 MB0544  NGVD 29 (??/??/92)  257.181  (m)          843.77   (f) ADJ UNCH    1 2
 MB0544
 MB0544.Superseded values are not recommended for survey control.
 MB0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0544.See file dsdata.txt to determine how the superseded data were derived.
 MB0544
 MB0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF296494(NAD 83)
 MB0544_MARKER: DB = BENCH MARK DISK
 MB0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0544_SP_SET: RETAINING WALL
 MB0544_STAMPING: D 158 1950
 MB0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0544
 MB0544  HISTORY     - Date     Condition        Report By
 MB0544  HISTORY     - 1950     MONUMENTED       CGS
 MB0544  HISTORY     - 19970920 MARK NOT FOUND   USPSQD
 MB0544  HISTORY     - 20060110 MARK NOT FOUND   GEOCAC
 MB0544
 MB0544                          STATION DESCRIPTION
 MB0544
 MB0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0544'AT YOUNGSTOWN.
 MB0544'ABOUT 0.4 MILE WEST ALONG THE OLD BALTIMORE AND OHIO RAILROAD
 MB0544'FROM THE NEW YORK CENTRAL PASSENGER STATION AT YOUNGSTOWN.  IT
 MB0544'IS IN THE SOUTHEAST END OF A CONCRETE RETAINING WALL ABOUT 40 FEET
 MB0544'WEST OF THE SOUTH AVENUE BRIDGE OVER THE TRACKS AND MAHONING
 MB0544'RIVER, 0.5 FOOT NORTHWEST OF THE SOUTHEAST END OF THE WALL, 8.5
 MB0544'FEET NORTHEAST OF THE NORTHEAST RAIL AND 2 FEET HIGHER THAN THE
 MB0544'TRACK.  A STANDARD DISK CEMENTED IN A DRILLED HOLE.  NOTE-- THE
 MB0544'OLD B. AND O. TRACKS ARE ON THE NORTH SIDE OF THE MAHONING RIVER.
 MB0544
 MB0544                          STATION RECOVERY (1997)
 MB0544
 MB0544'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB0544'MARK NOT FOUND.
 MB0544
 MB0544                          STATION RECOVERY (2006)
 MB0544
 MB0544'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1062 ***********************************************************************
 KY1062  DESIGNATION -  D 159
 KY1062  PID         -  KY1062
 KY1062  STATE/COUNTY-  OH/MAHONING
 KY1062  USGS QUAD   -  DAMASCUS (1994)
 KY1062
 KY1062                         *CURRENT SURVEY CONTROL
 KY1062  ___________________________________________________________________
 KY1062* NAD 83(1986)-  40 55 13.     (N)    080 58 26.     (W)     SCALED    
 KY1062* NAVD 88     -       345.298  (meters)    1132.87   (feet)  ADJUSTED  
 KY1062  ___________________________________________________________________
 KY1062  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY1062  DYNAMIC HT  -         345.133 (meters)    1132.32  (feet)  COMP
 KY1062  MODELED GRAV-     980,138.2   (mgal)                       NAVD 88
 KY1062
 KY1062  VERT ORDER  -  FIRST     CLASS I
 KY1062
 KY1062.The horizontal coordinates were scaled from a topographic map and have
 KY1062.an estimated accuracy of +/- 6 seconds.
 KY1062
 KY1062.The orthometric height was determined by differential leveling
 KY1062.and adjusted by the National Geodetic Survey in June 1991..
 KY1062.WARNING-Repeat measurements at this control monument indicate possible
 KY1062.vertical movement.
 KY1062
 KY1062.The geoid height was determined by GEOID03.
 KY1062
 KY1062.The dynamic height is computed by dividing the NAVD 88
 KY1062.geopotential number by the normal gravity value computed on the
 KY1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1062.degrees latitude (g = 980.6199 gals.).
 KY1062
 KY1062.The modeled gravity was interpolated from observed gravity values.
 KY1062
 KY1062;                    North         East    Units  Estimated Accuracy
 KY1062;SPC OH N     -   140,330.      728,540.      MT  (+/- 180 meters Scaled)
 KY1062
 KY1062                          SUPERSEDED SURVEY CONTROL
 KY1062
 KY1062  NGVD 29 (??/??/92)  345.466  (m)         1133.42   (f) ADJ UNCH    1 1
 KY1062
 KY1062.Superseded values are not recommended for survey control.
 KY1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1062.See file dsdata.txt to determine how the superseded data were derived.
 KY1062
 KY1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF021299(NAD 83)
 KY1062_MARKER: DB = BENCH MARK DISK
 KY1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1062_STAMPING: D 159 1950
 KY1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1062+STABILITY: SURFACE MOTION
 KY1062
 KY1062  HISTORY     - Date     Condition        Report By
 KY1062  HISTORY     - 1950     MONUMENTED       CGS
 KY1062  HISTORY     - 1966     GOOD             NGS
 KY1062  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY1062  HISTORY     - 20060603 MARK NOT FOUND   GEOCAC
 KY1062
 KY1062                          STATION DESCRIPTION
 KY1062
 KY1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1062'1 MI E FROM BELOIT.
 KY1062'ABOUT 1.0 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1062'CROSSING OF STATE HIGHWAY 173 AT BELOIT, ABOUT 0.2 MILE EAST
 KY1062'OF MILEPOST P 77, 35 FEET NORTHWEST OF THE CENTER OF THE
 KY1062'CROSSING OF THE SMITH GOSHEN ROAD AND THE WESTBOUND TRACK, IN
 KY1062'SECTION 30, R 4 W, T 17 N, 16 1/2 FEET SOUTHWEST OF THE CENTER
 KY1062'LINE OF THE ROAD, 10 FEET NORTH OF THE NORTH RAIL OF THE NEAR
 KY1062'TRACK, 3 FEET WEST OF A METAL CROSSING SIGN POST, 2 FEET BELOW
 KY1062'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 KY1062'0.6 FOOT UNDERGROUND.  THE 1950 DESCRIPTION REPORTS THIS MARK
 KY1062'AS PROJECTING 2 INCHES.
 KY1062
 KY1062                          STATION RECOVERY (1966)
 KY1062
 KY1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KY1062'MARK NOT FOUND.
 KY1062
 KY1062                          STATION RECOVERY (2006)
 KY1062
 KY1062'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0048 ***********************************************************************
 MD0048  DESIGNATION -  D 16
 MD0048  PID         -  MD0048
 MD0048  STATE/COUNTY-  OH/FULTON
 MD0048  USGS QUAD   -  MORENCI (1977)
 MD0048
 MD0048                         *CURRENT SURVEY CONTROL
 MD0048  ___________________________________________________________________
 MD0048* NAD 83(1995)-  41 38 22.68248(N)    084 09 22.31671(W)     ADJUSTED  
 MD0048* NAVD 88     -       243.655  (meters)     799.39   (feet)  ADJUSTED  
 MD0048  ___________________________________________________________________
 MD0048  X           -     486,057.613 (meters)                     COMP
 MD0048  Y           -  -4,749,034.895 (meters)                     COMP
 MD0048  Z           -   4,215,913.612 (meters)                     COMP
 MD0048  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 MD0048  ELLIP HEIGHT-         208.82  (meters)          (10/07/05) GPS OBS
 MD0048  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 MD0048  DYNAMIC HT  -         243.561 (meters)     799.08  (feet)  COMP
 MD0048  MODELED GRAV-     980,228.9   (mgal)                       NAVD 88
 MD0048
 MD0048  HORZ ORDER  -  FIRST
 MD0048  VERT ORDER  -  SECOND    CLASS 0
 MD0048  ELLP ORDER  -  FOURTH    CLASS I
 MD0048
 MD0048.The horizontal coordinates were established by GPS observations
 MD0048.and adjusted by the National Geodetic Survey in April 1998..
 MD0048
 MD0048.The orthometric height was determined by differential leveling
 MD0048.and adjusted by the National Geodetic Survey in June 1991..
 MD0048
 MD0048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0048
 MD0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0048
 MD0048.The ellipsoidal height was determined by GPS observations
 MD0048.and is referenced to NAD 83.
 MD0048
 MD0048.The geoid height was determined by GEOID03.
 MD0048
 MD0048.The dynamic height is computed by dividing the NAVD 88
 MD0048.geopotential number by the normal gravity value computed on the
 MD0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0048.degrees latitude (g = 980.6199 gals.).
 MD0048
 MD0048.The modeled gravity was interpolated from observed gravity values.
 MD0048
 MD0048;                    North         East     Units Scale Factor Converg.
 MD0048;SPC OH N     -   220,405.778   462,020.998   MT  0.99998892   -1 05 16.9
 MD0048;UTM  16      - 4,613,673.726   736,852.511   MT  1.00029041   +1 53 25.5
 MD0048
 MD0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0048!SPC OH N     -   0.99996725  x   0.99998892  =   0.99995617
 MD0048!UTM  16      -   0.99996725  x   1.00029041  =   1.00025765
 MD0048
 MD0048                          SUPERSEDED SURVEY CONTROL
 MD0048
 MD0048  ELLIP H (04/01/98)  208.87   (m)                       GP(       ) 4 1
 MD0048  NAD 83(1995)-  41 38 22.68238(N)    084 09 22.31653(W) AD(       ) 1
 MD0048  NAD 83(1986)-  41 38 22.68986(N)    084 09 22.33194(W) AD(       ) 1
 MD0048  NAVD 88 (07/11/96)  243.66   (m)          799.4    (f) LEVELING    3  
 MD0048  NGVD 29 (??/??/92)  243.827  (m)          799.96   (f) ADJ UNCH    2 0
 MD0048
 MD0048.Superseded values are not recommended for survey control.
 MD0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0048.See file dsdata.txt to determine how the superseded data were derived.
 MD0048
 MD0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3685313674(NAD 83)
 MD0048_MARKER: DB = BENCH MARK DISK
 MD0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0048_STAMPING: D 16 1934
 MD0048_MARK LOGO: CGS   
 MD0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0048+STABILITY: SURFACE MOTION
 MD0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0048+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1996
 MD0048
 MD0048  HISTORY     - Date     Condition        Report By
 MD0048  HISTORY     - 1934     MONUMENTED       CGS
 MD0048  HISTORY     - 1959     GOOD             USGS
 MD0048  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MD0048  HISTORY     - 19960130 GOOD             WOOLPT
 MD0048
 MD0048                          STATION DESCRIPTION
 MD0048
 MD0048'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MD0048'2.1 MI S FROM OAK SHADE.
 MD0048'2.1 MILES SOUTH ALONG THE DETROIT, TOLEDO AND IRONTON RAILROAD
 MD0048'FROM THE STATION AT OAK SHADE, FULTON COUNTY, ABOUT 12 YARDS
 MD0048'SOUTHEAST OF THE CROSSING OF THE EAST RAIL AND THE CENTERLINE
 MD0048'OF A GRAVEL ROAD, 10 FEET EAST OF THE EAST RAIL, ABOUT 8 YARDS
 MD0048'WEST OF A WIRE FENCE, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 MD0048'RAIL.  A STANDARD DISK, STAMPED D 16 1934 AND SET IN THE TOP OF
 MD0048'A CONCRETE POST.
 MD0048
 MD0048                          STATION RECOVERY (1985)
 MD0048
 MD0048'RECOVERY NOTE BY US POWER SQUADRON 1985
 MD0048'MARK NOT FOUND.
 MD0048
 MD0048                          STATION RECOVERY (1996)
 MD0048
 MD0048'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BS)
 MD0048'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0656 ***********************************************************************
 MB0656  DESIGNATION -  D 163
 MB0656  PID         -  MB0656
 MB0656  STATE/COUNTY-  OH/TRUMBULL
 MB0656  USGS QUAD   -  SOUTHINGTON (1994)
 MB0656
 MB0656                         *CURRENT SURVEY CONTROL
 MB0656  ___________________________________________________________________
 MB0656* NAD 83(1986)-  41 21 35.     (N)    080 57 16.     (W)     SCALED    
 MB0656* NAVD 88     -       259.596  (meters)     851.69   (feet)  ADJUSTED  
 MB0656  ___________________________________________________________________
 MB0656  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB0656  DYNAMIC HT  -         259.488 (meters)     851.34  (feet)  COMP
 MB0656  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 MB0656
 MB0656  VERT ORDER  -  SECOND    CLASS 0
 MB0656
 MB0656.The horizontal coordinates were scaled from a topographic map and have
 MB0656.an estimated accuracy of +/- 6 seconds.
 MB0656
 MB0656.The orthometric height was determined by differential leveling
 MB0656.and adjusted by the National Geodetic Survey in June 1991..
 MB0656
 MB0656.The geoid height was determined by GEOID03.
 MB0656
 MB0656.The dynamic height is computed by dividing the NAVD 88
 MB0656.geopotential number by the normal gravity value computed on the
 MB0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0656.degrees latitude (g = 980.6199 gals.).
 MB0656
 MB0656.The modeled gravity was interpolated from observed gravity values.
 MB0656
 MB0656;                    North         East    Units  Estimated Accuracy
 MB0656;SPC OH N     -   189,150.      729,310.      MT  (+/- 180 meters Scaled)
 MB0656
 MB0656                          SUPERSEDED SURVEY CONTROL
 MB0656
 MB0656  NGVD 29 (??/??/92)  259.773  (m)          852.27   (f) ADJ UNCH    2 0
 MB0656
 MB0656.Superseded values are not recommended for survey control.
 MB0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0656.See file dsdata.txt to determine how the superseded data were derived.
 MB0656
 MB0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF038786(NAD 83)
 MB0656_MARKER: DB = BENCH MARK DISK
 MB0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0656_STAMPING: D 163 1950
 MB0656_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0656+STABILITY: SURFACE MOTION
 MB0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0656+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 MB0656
 MB0656  HISTORY     - Date     Condition        Report By
 MB0656  HISTORY     - 1950     MONUMENTED       CGS
 MB0656  HISTORY     - 19890101 GOOD             OHDT
 MB0656  HISTORY     - 19970920 GOOD             USPSQD
 MB0656  HISTORY     - 20040310 GOOD             INDIV
 MB0656
 MB0656                          STATION DESCRIPTION
 MB0656
 MB0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0656'2.1 MI S FROM FARMINGTON.
 MB0656'ABOUT 2.1 MILES SOUTH ALONG STATE ROUTE 534 FROM ITS INTERSECTION
 MB0656'WITH STATE ROUTE 88 AND AT A JUNCTION WITH A T-ROAD EAST.  IT
 MB0656'IS 25.5 FEET WEST OF THE CENTER LINE OF STATE ROUTE 534, 9 FEET
 MB0656'NORTH OF A POLE, 4.5 FEET NORTH OF A WHITE WITNESS POST, 3 FEET
 MB0656'NORTH OF THE EXTENDED CENTERLINE OF T-ROAD AND ABOUT THE SAME
 MB0656'ELEVATION AS THE HIGHWAY.  A STANARD DISK SET IN THE TOP OF
 MB0656'CONCRETE POST PROJECTING 2 INCHES.
 MB0656
 MB0656                          STATION RECOVERY (1989)
 MB0656
 MB0656'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 MB0656'------ REPORT BY ODOT ---------1989--------- CONDITION - GOOD ------
 MB0656'NOTE*THE NAME OF THE T-ROAD EAST IS HOUSEL-CRAFT ROAD.
 MB0656
 MB0656                          STATION RECOVERY (1997)
 MB0656
 MB0656'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB0656'RECOVERED IN GOOD CONDITION.
 MB0656
 MB0656                          STATION RECOVERY (2004)
 MB0656
 MB0656'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JNF)
 MB0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0680 ***********************************************************************
 MB0680  DESIGNATION -  D 164
 MB0680  PID         -  MB0680
 MB0680  STATE/COUNTY-  OH/TRUMBULL
 MB0680  USGS QUAD   -  WEST FARMINGTON (1994)
 MB0680
 MB0680                         *CURRENT SURVEY CONTROL
 MB0680  ___________________________________________________________________
 MB0680* NAD 83(1986)-  41 27 43.     (N)    080 53 01.     (W)     SCALED    
 MB0680* NAVD 88     -       253.788  (meters)     832.64   (feet)  ADJUSTED  
 MB0680  ___________________________________________________________________
 MB0680  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB0680  DYNAMIC HT  -         253.686 (meters)     832.30  (feet)  COMP
 MB0680  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 MB0680
 MB0680  VERT ORDER  -  SECOND    CLASS 0
 MB0680
 MB0680.The horizontal coordinates were scaled from a topographic map and have
 MB0680.an estimated accuracy of +/- 6 seconds.
 MB0680
 MB0680.The orthometric height was determined by differential leveling
 MB0680.and adjusted by the National Geodetic Survey in June 1991..
 MB0680
 MB0680.The geoid height was determined by GEOID03.
 MB0680
 MB0680.The dynamic height is computed by dividing the NAVD 88
 MB0680.geopotential number by the normal gravity value computed on the
 MB0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0680.degrees latitude (g = 980.6199 gals.).
 MB0680
 MB0680.The modeled gravity was interpolated from observed gravity values.
 MB0680
 MB0680;                    North         East    Units  Estimated Accuracy
 MB0680;SPC OH N     -   200,610.      735,030.      MT  (+/- 180 meters Scaled)
 MB0680
 MB0680                          SUPERSEDED SURVEY CONTROL
 MB0680
 MB0680  NGVD 29 (??/??/92)  253.971  (m)          833.24   (f) ADJ UNCH    2 0
 MB0680
 MB0680.Superseded values are not recommended for survey control.
 MB0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0680.See file dsdata.txt to determine how the superseded data were derived.
 MB0680
 MB0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF097900(NAD 83)
 MB0680_MARKER: DB = BENCH MARK DISK
 MB0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0680_STAMPING: D 164 1950
 MB0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0680+STABILITY: SURFACE MOTION
 MB0680
 MB0680  HISTORY     - Date     Condition        Report By
 MB0680  HISTORY     - 1950     MONUMENTED       CGS
 MB0680  HISTORY     - 19910530 MARK NOT FOUND   OHDT
 MB0680
 MB0680                          STATION DESCRIPTION
 MB0680
 MB0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0680'0.8 MI W FROM NORTH BLOOMFIELD.
 MB0680'ABOUT 0.75 MILE WEST ALONG STATE HIGHWAY 87 FROM THE SOUTH END
 MB0680'OF THE PARK AT NORTH BLOOMFIELD, AT A DRIVEWAY LEADING NORTH TO
 MB0680'A SMALL 2 STORY FRAME FRAM HOUSE.  IT IS 23.5 FEET NORTH OF THE
 MB0680'CENTERLINE OF THE HIGHWAY, 22.5 FEET WEST OF THE CENTERLINE OF
 MB0680'THE DRIVEWAY, 13 FEET SOUTHWEST OF A 36 INCH TREE, 4 FEET WEST
 MB0680'NORTHWEST OF A WHITE WITNESS POST AND 2 FEET HIGHER THAN THE
 MB0680'LEVEL OF THE ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0680'POST PROJECTING 3 INCHES.
 MB0680
 MB0680                          STATION RECOVERY (1991)
 MB0680
 MB0680'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 MB0680'------ REPORT BY ODOT ---------1991---------- CONDITION - UNKNOWN ---
 MB0680'NOTE*FOLLOWED MEASUREMENTS IN DESCRIPION AND CAME TO AN AREA IN WHICH
 MB0680'DITCH WORK HAD BEEN DONE. UNABLE TO RECOVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0196 ***********************************************************************
 LA0196  DESIGNATION -  D 165
 LA0196  PID         -  LA0196
 LA0196  STATE/COUNTY-  OH/MIAMI
 LA0196  USGS QUAD   -  PIQUA EAST (1984)
 LA0196
 LA0196                         *CURRENT SURVEY CONTROL
 LA0196  ___________________________________________________________________
 LA0196* NAD 83(1986)-  40 08 44.     (N)    084 14 13.     (W)     SCALED    
 LA0196* NAVD 88     -       261.566  (meters)     858.15   (feet)  ADJUSTED  
 LA0196  ___________________________________________________________________
 LA0196  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LA0196  DYNAMIC HT  -         261.436 (meters)     857.73  (feet)  COMP
 LA0196  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 LA0196
 LA0196  VERT ORDER  -  FIRST     CLASS II
 LA0196
 LA0196.The horizontal coordinates were scaled from a topographic map and have
 LA0196.an estimated accuracy of +/- 6 seconds.
 LA0196
 LA0196.The orthometric height was determined by differential leveling
 LA0196.and adjusted by the National Geodetic Survey in June 1991..
 LA0196
 LA0196.The geoid height was determined by GEOID03.
 LA0196
 LA0196.The dynamic height is computed by dividing the NAVD 88
 LA0196.geopotential number by the normal gravity value computed on the
 LA0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0196.degrees latitude (g = 980.6199 gals.).
 LA0196
 LA0196.The modeled gravity was interpolated from observed gravity values.
 LA0196
 LA0196;                    North         East    Units  Estimated Accuracy
 LA0196;SPC OH S     -   239,620.      452,000.      MT  (+/- 180 meters Scaled)
 LA0196
 LA0196                          SUPERSEDED SURVEY CONTROL
 LA0196
 LA0196  NGVD 29 (??/??/92)  261.757  (m)          858.78   (f) ADJ UNCH    1 2
 LA0196
 LA0196.Superseded values are not recommended for survey control.
 LA0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0196.See file dsdata.txt to determine how the superseded data were derived.
 LA0196
 LA0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK353475(NAD 83)
 LA0196_MARKER: DD = SURVEY DISK
 LA0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0196_STAMPING: D 165 1954
 LA0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0196+STABILITY: SURFACE MOTION
 LA0196
 LA0196  HISTORY     - Date     Condition        Report By
 LA0196  HISTORY     - 1954     MONUMENTED       LOCSUR
 LA0196  HISTORY     - 1954     GOOD             NGS
 LA0196  HISTORY     - 19930621 MARK NOT FOUND   NGS
 LA0196
 LA0196                          STATION DESCRIPTION
 LA0196
 LA0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0196'AT PIQUA.
 LA0196'AT PIQUA, ON THE EAST BANK OF MAIMI RIVER, ON THE EAST SLOPE OF
 LA0196'THE LEVEE, ABOUT MIDWAY BETWEEN THE EAST ENDS OF THE PENNSYLVANIA
 LA0196'RAILROAD AND SHAWNEE BRIDGE OVER MIAMI RIVER, 32 FEET EAST OF
 LA0196'CENTER OF CROWN OF LEVEE, 153 FEET NORTH-NORTHEAST OF EAST END
 LA0196'OF NORTH BANISTER OF SHAWNEE BRIDGE, 12 FEET SOUTH OF EXTENDED
 LA0196'CENTER LINE OF EAST MAIN STREET LEADING EAST, 18 FEET EAST OF
 LA0196'A POWER POLE, 9 1/2 FEET SOUTH-SOUTHEAST OF BM B 165 WHICH IS
 LA0196'SET IN SOUTHEAST CORNER OF A CONCRETE FLOOD VALVE, AND SET IN
 LA0196'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- FOUND
 LA0196'UNSTAMPED AND ASSIGNED OUR NEXT DESIGNATION.
 LA0196
 LA0196                          STATION RECOVERY (1993)
 LA0196
 LA0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0196'THE MONUMENT WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0149 ***********************************************************************
 LA0149  DESIGNATION -  D 166
 LA0149  PID         -  LA0149
 LA0149  STATE/COUNTY-  OH/SHELBY
 LA0149  USGS QUAD   -  BOTKINS (1984)
 LA0149
 LA0149                         *CURRENT SURVEY CONTROL
 LA0149  ___________________________________________________________________
 LA0149* NAD 83(1986)-  40 24 34.     (N)    084 10 46.     (W)     SCALED    
 LA0149* NAVD 88     -       308.038  (meters)    1010.62   (feet)  ADJUSTED  
 LA0149  ___________________________________________________________________
 LA0149  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LA0149  DYNAMIC HT  -         307.886 (meters)    1010.12  (feet)  COMP
 LA0149  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 LA0149
 LA0149  VERT ORDER  -  FIRST     CLASS II
 LA0149
 LA0149.The horizontal coordinates were scaled from a topographic map and have
 LA0149.an estimated accuracy of +/- 6 seconds.
 LA0149
 LA0149.The orthometric height was determined by differential leveling
 LA0149.and adjusted by the National Geodetic Survey in June 1991..
 LA0149
 LA0149.The geoid height was determined by GEOID03.
 LA0149
 LA0149.The dynamic height is computed by dividing the NAVD 88
 LA0149.geopotential number by the normal gravity value computed on the
 LA0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0149.degrees latitude (g = 980.6199 gals.).
 LA0149
 LA0149.The modeled gravity was interpolated from observed gravity values.
 LA0149
 LA0149;                    North         East    Units  Estimated Accuracy
 LA0149;SPC OH N     -    83,860.      457,450.      MT  (+/- 180 meters Scaled)
 LA0149
 LA0149                          SUPERSEDED SURVEY CONTROL
 LA0149
 LA0149  NGVD 29 (??/??/92)  308.217  (m)         1011.21   (f) ADJ UNCH    1 2
 LA0149
 LA0149.Superseded values are not recommended for survey control.
 LA0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0149.See file dsdata.txt to determine how the superseded data were derived.
 LA0149
 LA0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK393770(NAD 83)
 LA0149_MARKER: DB = BENCH MARK DISK
 LA0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0149_SP_SET: CONCRETE POST
 LA0149_STAMPING: D 166 1954
 LA0149_MARK LOGO: CGS   
 LA0149_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0149+STABILITY: SURFACE MOTION
 LA0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0149+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 LA0149
 LA0149  HISTORY     - Date     Condition        Report By
 LA0149  HISTORY     - 1954     MONUMENTED       CGS
 LA0149  HISTORY     - 19930629 GOOD             NGS
 LA0149
 LA0149                          STATION DESCRIPTION
 LA0149
 LA0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0149'4 MI S FROM BOTKINS.
 LA0149'ABOUT 4.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAIROAD
 LA0149'FROM THE STATION AT BOTKINS, ABOUT 1.0 MILE NORTH OF THE CROSSING
 LA0149'OF STATE HIGHWAY 119 AT ANNA, 44.8 FEET EAST OF EAST RAIL, 24 1/2
 LA0149'FEET NORTH OF CENTER OF AN EAST-WEST GRAVEL ROAD, 51 FEET NORTHEAST
 LA0149'OF CENTER OF GRAVEL ROAD CROSSING, 50 1/2 FEET SOUTH OF TELEPHONE
 LA0149'POLE NO. 106/20, 1 FOOT WEST OF A FENCE LINE, 9 1/2 FEET NORTH
 LA0149'OF A FENCE CORNER, 31 FEET NORTHEAST OF CROSSING WARNING SIGN
 LA0149'NO. 7427, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 6
 LA0149'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 LA0149'POST PROJECTING 3 INCHES.
 LA0149
 LA0149                          STATION RECOVERY (1993)
 LA0149
 LA0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0149'0.5 KM (0.30 MI) WESTERLY ALONG COURT STREET FROM THE COURTHOUSE IN
 LA0149'SIDNEY, THENCE 14.3 KM (8.90 MI) NORTHERLY ALONG THE CHESSIE SYSTEM
 LA0149'RAILROAD, 13.5 M (44.3 FT) EAST OF THE NEAR RAIL, 7.4 M (24.3 FT)
 LA0149'NORTH OF THE CENTER OF WELLS ROAD, 1.8 M (5.9 FT) BELOW THE LEVEL OF
 LA0149'THE TRACK, 1.3 M (4.3 FT) NORTH-NORTHEAST OF A FENCE CORNER, 0.6 M
 LA0149'(2.0 FT) WEST OF A FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 LA0149'THE MONUMENT IS RECESSED 0.03 M (0.10 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0083 ***********************************************************************
 LA0083  DESIGNATION -  D 167
 LA0083  PID         -  LA0083
 LA0083  STATE/COUNTY-  OH/ALLEN
 LA0083  USGS QUAD   -  CRIDERSVILLE (1983)
 LA0083
 LA0083                         *CURRENT SURVEY CONTROL
 LA0083  ___________________________________________________________________
 LA0083* NAD 83(1986)-  40 39 46.     (N)    084 08 20.     (W)     SCALED    
 LA0083* NAVD 88     -       269.965  (meters)     885.71   (feet)  ADJUSTED  
 LA0083  ___________________________________________________________________
 LA0083  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 LA0083  DYNAMIC HT  -         269.831 (meters)     885.27  (feet)  COMP
 LA0083  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 LA0083
 LA0083  VERT ORDER  -  FIRST     CLASS II
 LA0083
 LA0083.The horizontal coordinates were scaled from a topographic map and have
 LA0083.an estimated accuracy of +/- 6 seconds.
 LA0083
 LA0083.The orthometric height was determined by differential leveling
 LA0083.and adjusted by the National Geodetic Survey in June 1991..
 LA0083
 LA0083.The geoid height was determined by GEOID03.
 LA0083
 LA0083.The dynamic height is computed by dividing the NAVD 88
 LA0083.geopotential number by the normal gravity value computed on the
 LA0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0083.degrees latitude (g = 980.6199 gals.).
 LA0083
 LA0083.The modeled gravity was interpolated from observed gravity values.
 LA0083
 LA0083;                    North         East    Units  Estimated Accuracy
 LA0083;SPC OH N     -   111,920.      461,430.      MT  (+/- 180 meters Scaled)
 LA0083
 LA0083                          SUPERSEDED SURVEY CONTROL
 LA0083
 LA0083  NGVD 29 (??/??/92)  270.136  (m)          886.27   (f) ADJ UNCH    1 2
 LA0083
 LA0083.Superseded values are not recommended for survey control.
 LA0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0083.See file dsdata.txt to determine how the superseded data were derived.
 LA0083
 LA0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL418052(NAD 83)
 LA0083_MARKER: DB = BENCH MARK DISK
 LA0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0083_STAMPING: D 167 1954
 LA0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0083+STABILITY: SURFACE MOTION
 LA0083
 LA0083  HISTORY     - Date     Condition        Report By
 LA0083  HISTORY     - 1954     MONUMENTED       CGS
 LA0083  HISTORY     - 19930628 MARK NOT FOUND   NGS
 LA0083
 LA0083                          STATION DESCRIPTION
 LA0083
 LA0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0083'6.8 MI N FROM WAPAKONETA.
 LA0083'ABOUT 6.8 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0083'THE STATION AT WAPAKONETA, ABOUT 5.95 MILES SOUTH ALONG THE B. AND O.
 LA0083'RR FROM THE STATION AT LIMA, ABOUT 0.65 MILE NORTH OF MAIN STREET
 LA0083'CROSSING AT CRIDERSVILLE, ABOUT 0.65 MILE SOUTH OF OVERPASS OF U.S.
 LA0083'HIGHWAY 25 OVER THE TRACK, 228 YARDS SOUTH OF CROSSING OF HUME
 LA0083'ROAD, ABOUT 128 YARDS NORTH OF A 4-FOOT ARCHED CULVERT UNDER TRACKS,
 LA0083'45 FEET EAST OF EAST RAIL OF MAIN TRACK, 21 FEET SOUTHEAST OF
 LA0083'TELEPHONE POLE NO. 124/23, 1 1/2 FEET WEST OF A FENCE LINE, 2 FEET
 LA0083'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK AND
 LA0083'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA0083
 LA0083                          STATION RECOVERY (1993)
 LA0083
 LA0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0034 ***********************************************************************
 LA0034  DESIGNATION -  D 168
 LA0034  PID         -  LA0034
 LA0034  STATE/COUNTY-  OH/ALLEN
 LA0034  USGS QUAD   -  CAIRO (1983)
 LA0034
 LA0034                         *CURRENT SURVEY CONTROL
 LA0034  ___________________________________________________________________
 LA0034* NAD 83(1986)-  40 47 29.     (N)    084 05 29.     (W)     SCALED    
 LA0034* NAVD 88     -       257.684  (meters)     845.42   (feet)  ADJUSTED  
 LA0034  ___________________________________________________________________
 LA0034  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 LA0034  DYNAMIC HT  -         257.558 (meters)     845.00  (feet)  COMP
 LA0034  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 LA0034
 LA0034  VERT ORDER  -  FIRST     CLASS II
 LA0034
 LA0034.The horizontal coordinates were scaled from a topographic map and have
 LA0034.an estimated accuracy of +/- 6 seconds.
 LA0034
 LA0034.The orthometric height was determined by differential leveling
 LA0034.and adjusted by the National Geodetic Survey in June 1991..
 LA0034
 LA0034.The geoid height was determined by GEOID03.
 LA0034
 LA0034.The dynamic height is computed by dividing the NAVD 88
 LA0034.geopotential number by the normal gravity value computed on the
 LA0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0034.degrees latitude (g = 980.6199 gals.).
 LA0034
 LA0034.The modeled gravity was interpolated from observed gravity values.
 LA0034
 LA0034;                    North         East    Units  Estimated Accuracy
 LA0034;SPC OH N     -   126,120.      465,700.      MT  (+/- 180 meters Scaled)
 LA0034
 LA0034                          SUPERSEDED SURVEY CONTROL
 LA0034
 LA0034  NGVD 29 (??/??/92)  257.853  (m)          845.97   (f) ADJ UNCH    1 2
 LA0034
 LA0034.Superseded values are not recommended for survey control.
 LA0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0034.See file dsdata.txt to determine how the superseded data were derived.
 LA0034
 LA0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL454196(NAD 83)
 LA0034_MARKER: DB = BENCH MARK DISK
 LA0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0034_STAMPING: D 168 1954
 LA0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0034+STABILITY: SURFACE MOTION
 LA0034
 LA0034  HISTORY     - Date     Condition        Report By
 LA0034  HISTORY     - 1954     MONUMENTED       CGS
 LA0034  HISTORY     - 1961     GOOD             NGS
 LA0034
 LA0034                          STATION DESCRIPTION
 LA0034
 LA0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0034'3.3 MI N FROM LIMA.
 LA0034'ABOUT 3.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0034'THE STATION AT LIMA, ABOUT 400 YARDS NORTH OF THE OVERPASS OF
 LA0034'RAILROAD OVER BLUE LICK ROAD, ABOUT 248 YARDS NORTH OF A YARD
 LA0034'LIMIT SIGN, 47 FEET WEST OF WEST RAIL, 98 FEET SOUTHWEST AND
 LA0034'ACROSS TRACK FROM TELEPHONE POLE NO. 133/38, 126 FEET NORTHWEST
 LA0034'AND ACROSS TRACK FROM TELEPHONE POLE 133/37, 274 FEET SOUTH OF THE
 LA0034'WEST END OF A 24-INCH CONCRETE PIPE CULVERT UNDER TRACK, 2 1/2
 LA0034'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW
 LA0034'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0034'4 INCHES.
 LA0034
 LA0034                          STATION RECOVERY (1961)
 LA0034
 LA0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LA0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0208 ***********************************************************************
 MD0208  DESIGNATION -  D 169
 MD0208  PID         -  MD0208
 MD0208  STATE/COUNTY-  OH/PUTNAM
 MD0208  USGS QUAD   -  OTTAWA (1977)
 MD0208
 MD0208                         *CURRENT SURVEY CONTROL
 MD0208  ___________________________________________________________________
 MD0208* NAD 83(1986)-  41 01 50.     (N)    084 02 17.     (W)     SCALED    
 MD0208* NAVD 88     -       225.314  (meters)     739.22   (feet)  ADJUSTED  
 MD0208  ___________________________________________________________________
 MD0208  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 MD0208  DYNAMIC HT  -         225.206 (meters)     738.86  (feet)  COMP
 MD0208  MODELED GRAV-     980,140.9   (mgal)                       NAVD 88
 MD0208
 MD0208  VERT ORDER  -  FIRST     CLASS II
 MD0208
 MD0208.The horizontal coordinates were scaled from a topographic map and have
 MD0208.an estimated accuracy of +/- 6 seconds.
 MD0208
 MD0208.The orthometric height was determined by differential leveling
 MD0208.and adjusted by the National Geodetic Survey in June 1991..
 MD0208
 MD0208.The geoid height was determined by GEOID03.
 MD0208
 MD0208.The dynamic height is computed by dividing the NAVD 88
 MD0208.geopotential number by the normal gravity value computed on the
 MD0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0208.degrees latitude (g = 980.6199 gals.).
 MD0208
 MD0208.The modeled gravity was interpolated from observed gravity values.
 MD0208
 MD0208;                    North         East    Units  Estimated Accuracy
 MD0208;SPC OH N     -   152,600.      470,670.      MT  (+/- 180 meters Scaled)
 MD0208
 MD0208                          SUPERSEDED SURVEY CONTROL
 MD0208
 MD0208  NGVD 29 (??/??/92)  225.49   (m)          739.8    (f) COMPUTED    1 2
 MD0208
 MD0208.Superseded values are not recommended for survey control.
 MD0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0208.See file dsdata.txt to determine how the superseded data were derived.
 MD0208
 MD0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL490463(NAD 83)
 MD0208_MARKER: DB = BENCH MARK DISK
 MD0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0208_STAMPING: D 169 1954
 MD0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0208+STABILITY: SURFACE MOTION
 MD0208
 MD0208  HISTORY     - Date     Condition        Report By
 MD0208  HISTORY     - 1954     MONUMENTED       CGS
 MD0208
 MD0208                          STATION DESCRIPTION
 MD0208
 MD0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MD0208'0.9 MI NE FROM OTTAWA.
 MD0208'0.9 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MD0208'STATION AT OTTAWA, ABOUT 0.2 MILE NORTHEAST OF CROSSING OF AN
 MD0208'EAST-WEST BLACK TOP ROAD, ABOUT 0.1 MILE SOUTHEAST AND ACROSS
 MD0208'TRACKS FROM LITTLE FLOWER DRIVE-IN THEATRE, 37 1/2 FEET SOUTHEAST
 MD0208'OF SOUTHEAST RAIL OF TRACK, 3 1/2 FEET NORTHEAST OF TELEPHONE
 MD0208'POLE NO. 150/30 WHICH IS THE 8TH POLE NORTHEAST OF CROSSING,
 MD0208'51 1/2 FEET SOUTHEAST AND ACROSS TRACK FROM A TRIANGULAR SHAPED
 MD0208'SIGN 35, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 MD0208'1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 MD0208'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0151 ***********************************************************************
 MD0151  DESIGNATION -  D 17
 MD0151  PID         -  MD0151
 MD0151  STATE/COUNTY-  OH/HENRY
 MD0151  USGS QUAD   -  HAMLER (1977)
 MD0151
 MD0151                         *CURRENT SURVEY CONTROL
 MD0151  ___________________________________________________________________
 MD0151* NAD 83(1986)-  41 13 41.     (N)    084 01 49.     (W)     SCALED    
 MD0151* NAVD 88     -       217.366  (meters)     713.14   (feet)  ADJUSTED  
 MD0151  ___________________________________________________________________
 MD0151  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 MD0151  DYNAMIC HT  -         217.266 (meters)     712.81  (feet)  COMP
 MD0151  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 MD0151
 MD0151  VERT ORDER  -  SECOND    CLASS 0
 MD0151
 MD0151.The horizontal coordinates were scaled from a topographic map and have
 MD0151.an estimated accuracy of +/- 6 seconds.
 MD0151
 MD0151.The orthometric height was determined by differential leveling
 MD0151.and adjusted by the National Geodetic Survey in June 1991..
 MD0151
 MD0151.The geoid height was determined by GEOID03.
 MD0151
 MD0151.The dynamic height is computed by dividing the NAVD 88
 MD0151.geopotential number by the normal gravity value computed on the
 MD0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0151.degrees latitude (g = 980.6199 gals.).
 MD0151
 MD0151.The modeled gravity was interpolated from observed gravity values.
 MD0151
 MD0151;                    North         East    Units  Estimated Accuracy
 MD0151;SPC OH N     -   174,510.      471,710.      MT  (+/- 180 meters Scaled)
 MD0151
 MD0151                          SUPERSEDED SURVEY CONTROL
 MD0151
 MD0151  NGVD 29 (??/??/92)  217.562  (m)          713.78   (f) ADJ UNCH    2 0
 MD0151
 MD0151.Superseded values are not recommended for survey control.
 MD0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0151.See file dsdata.txt to determine how the superseded data were derived.
 MD0151
 MD0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL489683(NAD 83)
 MD0151_MARKER: DB = BENCH MARK DISK
 MD0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0151_SP_SET: SWITCH HINGE BLOCK
 MD0151_STAMPING: D 17 1934
 MD0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0151
 MD0151  HISTORY     - Date     Condition        Report By
 MD0151  HISTORY     - 1934     MONUMENTED       CGS
 MD0151
 MD0151                          STATION DESCRIPTION
 MD0151
 MD0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0151'AT HAMLER.
 MD0151'AT HAMLER, ABOUT 150 YARDS SOUTH OF THE SOUTHEAST CORNER OF THE
 MD0151'DETROIT, TOLEDO AND IRONTON RAILROAD STATION, ABOUT 175 YARDS
 MD0151'SOUTH OF THE SOUTHWEST CORNER OF A SWITCHING TOWER, 12 YARDS
 MD0151'NORTH OF AN AUTOMATIC LIGHT SIGNAL, IN THE TOP OF A SWITCH
 MD0151'HINGE BLOCK, 5 FEET EAST OF THE EAST RAIL, AND ABOUT 6 INCHES
 MD0151'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MD0151'17 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0509 ***********************************************************************
 MC0509  DESIGNATION -  D 170
 MC0509  PID         -  MC0509
 MC0509  STATE/COUNTY-  OH/WOOD
 MC0509  USGS QUAD   -  WESTON (1977)
 MC0509
 MC0509                         *CURRENT SURVEY CONTROL
 MC0509  ___________________________________________________________________
 MC0509* NAD 83(1986)-  41 15 11.     (N)    083 51 58.     (W)     SCALED    
 MC0509* NAVD 88     -       213.122  (meters)     699.22   (feet)  ADJUSTED  
 MC0509  ___________________________________________________________________
 MC0509  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC0509  DYNAMIC HT  -         213.025 (meters)     698.90  (feet)  COMP
 MC0509  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 MC0509
 MC0509  VERT ORDER  -  FIRST     CLASS I
 MC0509
 MC0509.The horizontal coordinates were scaled from a topographic map and have
 MC0509.an estimated accuracy of +/- 6 seconds.
 MC0509
 MC0509.The orthometric height was determined by differential leveling
 MC0509.and adjusted by the National Geodetic Survey in June 1991..
 MC0509.WARNING-Repeat measurements at this control monument indicate possible
 MC0509.vertical movement.
 MC0509
 MC0509.The geoid height was determined by GEOID03.
 MC0509
 MC0509.The dynamic height is computed by dividing the NAVD 88
 MC0509.geopotential number by the normal gravity value computed on the
 MC0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0509.degrees latitude (g = 980.6199 gals.).
 MC0509
 MC0509.The modeled gravity was interpolated from observed gravity values.
 MC0509
 MC0509;                    North         East    Units  Estimated Accuracy
 MC0509;SPC OH N     -   177,060.      485,510.      MT  (+/- 180 meters Scaled)
 MC0509
 MC0509                          SUPERSEDED SURVEY CONTROL
 MC0509
 MC0509  NGVD 29 (??/??/92)  213.313  (m)          699.84   (f) ADJ UNCH    1 1
 MC0509
 MC0509.Superseded values are not recommended for survey control.
 MC0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0509.See file dsdata.txt to determine how the superseded data were derived.
 MC0509
 MC0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF598708(NAD 83)
 MC0509_MARKER: DB = BENCH MARK DISK
 MC0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0509_STAMPING: D 170 1954
 MC0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0509+STABILITY: SURFACE MOTION
 MC0509
 MC0509  HISTORY     - Date     Condition        Report By
 MC0509  HISTORY     - 1954     MONUMENTED       CGS
 MC0509  HISTORY     - 1968     GOOD             NGS
 MC0509
 MC0509                          STATION DESCRIPTION
 MC0509
 MC0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0509'3.7 MI NE FROM DESHLER.
 MC0509'ABOUT 3.7 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0509'FROM THE STATION AT DESHLER, ABOUT 305 YARDS SOUTHWEST OF THE
 MC0509'CROSSING OF JERRY CITY ROAD, 39.3 FEET SOUTHEAST OF THE SOUTHEAST
 MC0509'RAIL, 2 1/2 FEET SOUTH OF MILEPOLE 168-20, 1 1/2 FEET SOUTHEAST
 MC0509'OF THE LINE OF POLES, 2 FEET SOUTHWEST OF A WOODEN WITNESS
 MC0509'POST, 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 MC0509'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 MC0509'GROUND.  IN SECT. 6, R 9E, T 3N.  NOTE-- MARK IS ALSO 1.5 FEET
 MC0509'NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0591 ***********************************************************************
 MC0591  DESIGNATION -  D 171
 MC0591  PID         -  MC0591
 MC0591  STATE/COUNTY-  OH/WOOD
 MC0591  USGS QUAD   -  HOYTVILLE (1977)
 MC0591
 MC0591                         *CURRENT SURVEY CONTROL
 MC0591  ___________________________________________________________________
 MC0591* NAD 83(1986)-  41 11 52.     (N)    083 50 32.     (W)     SCALED    
 MC0591* NAVD 88     -       215.558  (meters)     707.21   (feet)  ADJUSTED  
 MC0591  ___________________________________________________________________
 MC0591  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 MC0591  DYNAMIC HT  -         215.458 (meters)     706.88  (feet)  COMP
 MC0591  MODELED GRAV-     980,157.6   (mgal)                       NAVD 88
 MC0591
 MC0591  VERT ORDER  -  FIRST     CLASS I
 MC0591
 MC0591.The horizontal coordinates were scaled from a topographic map and have
 MC0591.an estimated accuracy of +/- 6 seconds.
 MC0591
 MC0591.The orthometric height was determined by differential leveling
 MC0591.and adjusted by the National Geodetic Survey in April 1995..
 MC0591
 MC0591.The geoid height was determined by GEOID03.
 MC0591
 MC0591.The dynamic height is computed by dividing the NAVD 88
 MC0591.geopotential number by the normal gravity value computed on the
 MC0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0591.degrees latitude (g = 980.6199 gals.).
 MC0591
 MC0591.The modeled gravity was interpolated from observed gravity values.
 MC0591
 MC0591;                    North         East    Units  Estimated Accuracy
 MC0591;SPC OH N     -   170,890.      487,420.      MT  (+/- 180 meters Scaled)
 MC0591
 MC0591                          SUPERSEDED SURVEY CONTROL
 MC0591
 MC0591  NAVD 88 (06/15/91)  215.553  (m)          707.19   (f) UNKNOWN     1 1
 MC0591  NGVD 29 (01/19/93)  215.745  (m)          707.82   (f) ADJUSTED    1 1
 MC0591
 MC0591.Superseded values are not recommended for survey control.
 MC0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0591.See file dsdata.txt to determine how the superseded data were derived.
 MC0591
 MC0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF616646(NAD 83)
 MC0591_MARKER: DB = BENCH MARK DISK
 MC0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0591_SP_SET: CONCRETE POST
 MC0591_STAMPING: D 171 1954
 MC0591_MARK LOGO: CGS   
 MC0591_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0591+STABILITY: SURFACE MOTION
 MC0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0591+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0591
 MC0591  HISTORY     - Date     Condition        Report By
 MC0591  HISTORY     - 1954     MONUMENTED       CGS
 MC0591  HISTORY     - 1968     GOOD             NGS
 MC0591  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 MC0591  HISTORY     - 19921022 GOOD             NGS
 MC0591
 MC0591                          STATION DESCRIPTION
 MC0591
 MC0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0591'3 MI W FROM HOYTVILLE.
 MC0591'ABOUT 3.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0591'THE CROSSING OF STATE HIGHWAY 18 AT HOYTVILLE, 46 1/2 FEET
 MC0591'SOUTHEAST OF THE CENTER OF THE CROSSING OF CUSTAR ROAD AND THE
 MC0591'EASTBOUND TRACK, 39.5 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND
 MC0591'TRACK, 10 1/2 FEET SOUTH OF MILEPOLE 59-17, 1.1 FEET WEST OF A
 MC0591'METAL WITNESS POST, 6 FEET BELOW THE LEVEL OF THE TRACK AND
 MC0591'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 MC0591'LEVEL OF THE GROUND.  SEC 21, T3N, R9E.  NOTE-- THE MARK MAY BE
 MC0591'REACHED BY GOING 3.2 MILES EAST ALONG THE BALTIMORE AND OHIO
 MC0591'RAILROAD FROM THE STATION AT DESHLER.  SEC 21, T3N, R9E.
 MC0591
 MC0591                          STATION RECOVERY (1983)
 MC0591
 MC0591'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0591'MARK NOT FOUND.
 MC0591
 MC0591                          STATION RECOVERY (1992)
 MC0591
 MC0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0591'5.1 KM (3.15 MI)  EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0591'POST OFFICE IN DESHLER, 12.0 M (39.4 FT)  SOUTHEAST OF THE NEAR RAIL,
 MC0591'4.0 M (13.1 FT)  EAST OF THE CENTER OF CUSTER ROAD, 3.1 M (10.2 FT)
 MC0591'SOUTH-SOUTHWEST OF A UTILITY POLE, 2.0 M (6.6 FT)  BELOW THE LEVEL OF
 MC0591'THE TRACK, 0.3 M (1.0 FT)  WEST OF A WITNESS POST, AND THE MONUMENT
 MC0591'IS RECESSED 0.3 M (1.0 FT)  BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0492 ***********************************************************************
 MC0492  DESIGNATION -  D 172
 MC0492  PID         -  MC0492
 MC0492  STATE/COUNTY-  OH/HANCOCK
 MC0492  USGS QUAD   -  FOSTORIA (1972)
 MC0492
 MC0492                         *CURRENT SURVEY CONTROL
 MC0492  ___________________________________________________________________
 MC0492* NAD 83(1986)-  41 09 30.     (N)    083 27 03.     (W)     SCALED    
 MC0492* NAVD 88     -       236.284  (meters)     775.21   (feet)  ADJUSTED  
 MC0492  ___________________________________________________________________
 MC0492  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC0492  DYNAMIC HT  -         236.179 (meters)     774.86  (feet)  COMP
 MC0492  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 MC0492
 MC0492  VERT ORDER  -  FIRST     CLASS I
 MC0492
 MC0492.The horizontal coordinates were scaled from a topographic map and have
 MC0492.an estimated accuracy of +/- 6 seconds.
 MC0492
 MC0492.The orthometric height was determined by differential leveling
 MC0492.and adjusted by the National Geodetic Survey in June 1991..
 MC0492
 MC0492.The geoid height was determined by GEOID03.
 MC0492
 MC0492.The dynamic height is computed by dividing the NAVD 88
 MC0492.geopotential number by the normal gravity value computed on the
 MC0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0492.degrees latitude (g = 980.6199 gals.).
 MC0492
 MC0492.The modeled gravity was interpolated from observed gravity values.
 MC0492
 MC0492;                    North         East    Units  Estimated Accuracy
 MC0492;SPC OH N     -   166,080.      520,200.      MT  (+/- 180 meters Scaled)
 MC0492
 MC0492                          SUPERSEDED SURVEY CONTROL
 MC0492
 MC0492  NGVD 29 (01/19/93)  236.474  (m)          775.83   (f) ADJUSTED    1 1
 MC0492
 MC0492.Superseded values are not recommended for survey control.
 MC0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0492.See file dsdata.txt to determine how the superseded data were derived.
 MC0492
 MC0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF943592(NAD 83)
 MC0492_MARKER: DB = BENCH MARK DISK
 MC0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0492_SP_SET: CONCRETE POST
 MC0492_STAMPING: D 172 1954
 MC0492_MARK LOGO: CGS   
 MC0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0492+STABILITY: SURFACE MOTION
 MC0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0492+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0492
 MC0492  HISTORY     - Date     Condition        Report By
 MC0492  HISTORY     - 1954     MONUMENTED       CGS
 MC0492  HISTORY     - 1968     GOOD             NGS
 MC0492  HISTORY     - 19921023 GOOD             NGS
 MC0492
 MC0492                          STATION DESCRIPTION
 MC0492
 MC0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0492'1.8 MI W FROM FOSTORIA.
 MC0492'ABOUT 1.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0492'FROM THE STATION AT FOSTORIA, SENECA COUNTY, AT MILEPOLE NO.
 MC0492'38-31, 42 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF
 MC0492'TOWNSHIP ROAD NO. 262 AND THE WESTBOUND TRACK, 29 FEET WEST OF
 MC0492'THE CENTER LINE OF THE ROAD, 22 FEET NORTH OF THE NORTH RAIL OF
 MC0492'THE WESTBOUND TRACK, 1 1/2 FEET SOUTH OF A RIGHT-OF-WAY FENCE,
 MC0492'1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 MC0492'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH
 MC0492'WITH THE SURFACE OF THE GROUND.  NOTE-- THE 1954 DESCRIPTION
 MC0492'REPORTED THE MARK AS PROJECTING 4 INCHES.
 MC0492
 MC0492                          STATION RECOVERY (1992)
 MC0492
 MC0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0492'3.0 KM (1.85 MI)  WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0492'JUNCTION OF U.S. HIGHWAY 23 IN FOSTORIA, 8.8 M (28.9 FT)  WEST OF THE
 MC0492'CENTER OF COUNTY ROAD 262, 6.8 M (22.3 FT)  NORTH OF THE NEAR RAIL,
 MC0492'1.0 M (3.3 FT)  BELOW THE LEVEL OF THE TRACK, 0.5 M (1.6 FT)  EAST OF
 MC0492'A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)  BELOW
 MC0492'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0455 ***********************************************************************
 MC0455  DESIGNATION -  D 173
 MC0455  PID         -  MC0455
 MC0455  STATE/COUNTY-  OH/SENECA
 MC0455  USGS QUAD   -  TIFFIN NORTH (1977)
 MC0455
 MC0455                         *CURRENT SURVEY CONTROL
 MC0455  ___________________________________________________________________
 MC0455* NAD 83(1986)-  41 08 31.     (N)    083 10 08.     (W)     SCALED    
 MC0455* NAVD 88     -       225.460  (meters)     739.70   (feet)  ADJUSTED  
 MC0455  ___________________________________________________________________
 MC0455  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 MC0455  DYNAMIC HT  -         225.363 (meters)     739.38  (feet)  COMP
 MC0455  MODELED GRAV-     980,189.0   (mgal)                       NAVD 88
 MC0455
 MC0455  VERT ORDER  -  FIRST     CLASS II
 MC0455
 MC0455.This mark is at Seneca County Airport (16G)
 MC0455
 MC0455.The horizontal coordinates were scaled from a topographic map and have
 MC0455.an estimated accuracy of +/- 6 seconds.
 MC0455
 MC0455.The orthometric height was determined by differential leveling
 MC0455.and adjusted by the National Geodetic Survey in June 1991..
 MC0455
 MC0455.The geoid height was determined by GEOID03.
 MC0455
 MC0455.The dynamic height is computed by dividing the NAVD 88
 MC0455.geopotential number by the normal gravity value computed on the
 MC0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0455.degrees latitude (g = 980.6199 gals.).
 MC0455
 MC0455.The modeled gravity was interpolated from observed gravity values.
 MC0455
 MC0455;                    North         East    Units  Estimated Accuracy
 MC0455;SPC OH N     -   164,040.      543,850.      MT  (+/- 180 meters Scaled)
 MC0455
 MC0455                          SUPERSEDED SURVEY CONTROL
 MC0455
 MC0455  NGVD 29 (??/??/92)  225.64   (m)          740.3    (f) COMPUTED    1 2
 MC0455
 MC0455.Superseded values are not recommended for survey control.
 MC0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0455.See file dsdata.txt to determine how the superseded data were derived.
 MC0455
 MC0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF179567(NAD 83)
 MC0455_MARKER: DB = BENCH MARK DISK
 MC0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0455_STAMPING: D 173 1954
 MC0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0455+STABILITY: SURFACE MOTION
 MC0455
 MC0455  HISTORY     - Date     Condition        Report By
 MC0455  HISTORY     - 1954     MONUMENTED       CGS
 MC0455  HISTORY     - 1968     GOOD             NGS
 MC0455
 MC0455                          STATION DESCRIPTION
 MC0455
 MC0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0455'2.1 MI NE FROM TIFFIN.
 MC0455'ABOUT 0.8 MILE NORTH ALONG WASHINGTON STREET FROM THE COUNTY
 MC0455'COURTHOUSE AT TIFFIN, THENCE 1.3 MILES NORTHEAST ALONG STATE
 MC0455'HIGHWAY 53, AT THE TIFFIN AIRPORT, 50 FEET SOUTHWEST OF THE CENTER
 MC0455'OF THE JUNCTION OF THE DRIVE TO THE AIRPORT, ABOUT 60 FEET NORTH
 MC0455'OF THE EXTENDED CENTER LINE OF THE RUNWAY (EAST-WEST), 29 1/2
 MC0455'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF
 MC0455'THE CENTER LINE OF THE DRIVE, 7 FEET SOUTHWEST OF THE CENTER OF
 MC0455'A METAL COVER OVER A CATCH BASIN IN THE ROAD DITCH, ABOUT LEVEL
 MC0455'WITH THE DRIVE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 MC0455'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 MC0455'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0109 ***********************************************************************
 MC0109  DESIGNATION -  D 175
 MC0109  PID         -  MC0109
 MC0109  STATE/COUNTY-  OH/HURON
 MC0109  USGS QUAD   -  NEW LONDON (1977)
 MC0109
 MC0109                         *CURRENT SURVEY CONTROL
 MC0109  ___________________________________________________________________
 MC0109* NAD 83(1986)-  41 02 49.     (N)    082 27 01.     (W)     SCALED    
 MC0109* NAVD 88     -       312.437  (meters)    1025.05   (feet)  ADJUSTED  
 MC0109  ___________________________________________________________________
 MC0109  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 MC0109  DYNAMIC HT  -         312.295 (meters)    1024.59  (feet)  COMP
 MC0109  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 MC0109
 MC0109  VERT ORDER  -  FIRST     CLASS I
 MC0109
 MC0109.The horizontal coordinates were scaled from a topographic map and have
 MC0109.an estimated accuracy of +/- 6 seconds.
 MC0109
 MC0109.The orthometric height was determined by differential leveling
 MC0109.and adjusted by the National Geodetic Survey in June 1991..
 MC0109
 MC0109.The geoid height was determined by GEOID03.
 MC0109
 MC0109.The dynamic height is computed by dividing the NAVD 88
 MC0109.geopotential number by the normal gravity value computed on the
 MC0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0109.degrees latitude (g = 980.6199 gals.).
 MC0109
 MC0109.The modeled gravity was interpolated from observed gravity values.
 MC0109
 MC0109;                    North         East    Units  Estimated Accuracy
 MC0109;SPC OH N     -   153,280.      604,180.      MT  (+/- 180 meters Scaled)
 MC0109
 MC0109                          SUPERSEDED SURVEY CONTROL
 MC0109
 MC0109  NGVD 29 (??/??/92)  312.604  (m)         1025.60   (f) ADJ UNCH    1 1
 MC0109
 MC0109.Superseded values are not recommended for survey control.
 MC0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0109.See file dsdata.txt to determine how the superseded data were derived.
 MC0109
 MC0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF781449(NAD 83)
 MC0109_MARKER: DB = BENCH MARK DISK
 MC0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0109_STAMPING: D 175 1954
 MC0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0109+STABILITY: SURFACE MOTION
 MC0109
 MC0109  HISTORY     - Date     Condition        Report By
 MC0109  HISTORY     - 1954     MONUMENTED       CGS
 MC0109  HISTORY     - 1967     GOOD             NGS
 MC0109  HISTORY     - 1987     GOOD             OHDT
 MC0109
 MC0109                          STATION DESCRIPTION
 MC0109
 MC0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0109'3.4 MI NE FROM GREENWICH.
 MC0109'ABOUT 3.45 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0109'FROM THE OVERPASS OVER TOWNSEND STREET AT GREENWICH, 200 FEET
 MC0109'EAST OF THE CENTER OF THE CROSSING OF ALPHA ROAD AND THE EASTBOUND
 MC0109'TRACK, 97 FEET SOUTH OF AND ACROSS THE TRACK FROM MILEPOLE
 MC0109'189-11, 42.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EASTBOUND
 MC0109'TRACK, 24 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 FEET
 MC0109'EAST OF A POWER LINE POLE, 64 FEET EAST OF THE EAST END OF A
 MC0109'48-INCH PIPE CULVERT UNDER THE ROAD, 1 FOOT WEST OF A METAL
 MC0109'WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN
 MC0109'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE LEVEL
 MC0109'OF THE GROUND.
 MC0109
 MC0109                          STATION RECOVERY (1987)
 MC0109
 MC0109'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0156 ***********************************************************************
 MC0156  DESIGNATION -  D 176
 MC0156  PID         -  MC0156
 MC0156  STATE/COUNTY-  OH/HURON
 MC0156  USGS QUAD   -  WILLARD (1972)
 MC0156
 MC0156                         *CURRENT SURVEY CONTROL
 MC0156  ___________________________________________________________________
 MC0156* NAD 83(1986)-  41 04 15.     (N)    082 44 18.     (W)     SCALED    
 MC0156* NAVD 88     -       271.952  (meters)     892.23   (feet)  ADJUSTED  
 MC0156  ___________________________________________________________________
 MC0156  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 MC0156  DYNAMIC HT  -         271.828 (meters)     891.82  (feet)  COMP
 MC0156  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 MC0156
 MC0156  VERT ORDER  -  FIRST     CLASS II
 MC0156
 MC0156.The horizontal coordinates were scaled from a topographic map and have
 MC0156.an estimated accuracy of +/- 6 seconds.
 MC0156
 MC0156.The orthometric height was determined by differential leveling
 MC0156.and adjusted by the National Geodetic Survey in June 1991..
 MC0156
 MC0156.The geoid height was determined by GEOID03.
 MC0156
 MC0156.The dynamic height is computed by dividing the NAVD 88
 MC0156.geopotential number by the normal gravity value computed on the
 MC0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0156.degrees latitude (g = 980.6199 gals.).
 MC0156
 MC0156.The modeled gravity was interpolated from observed gravity values.
 MC0156
 MC0156;                    North         East    Units  Estimated Accuracy
 MC0156;SPC OH N     -   155,950.      579,970.      MT  (+/- 180 meters Scaled)
 MC0156
 MC0156                          SUPERSEDED SURVEY CONTROL
 MC0156
 MC0156  NGVD 29 (??/??/92)  272.116  (m)          892.77   (f) ADJ UNCH    1 2
 MC0156
 MC0156.Superseded values are not recommended for survey control.
 MC0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0156.See file dsdata.txt to determine how the superseded data were derived.
 MC0156
 MC0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF539480(NAD 83)
 MC0156_MARKER: DB = BENCH MARK DISK
 MC0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0156_STAMPING: D 176 1954
 MC0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0156+STABILITY: SURFACE MOTION
 MC0156
 MC0156  HISTORY     - Date     Condition        Report By
 MC0156  HISTORY     - 1954     MONUMENTED       CGS
 MC0156  HISTORY     - 1970     GOOD             OHHD
 MC0156  HISTORY     - 1987     GOOD             OHDT
 MC0156
 MC0156                          STATION DESCRIPTION
 MC0156
 MC0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MC0156'1 MI NW FROM WILLARD.
 MC0156'1.05 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0156'THE STATION AT WILLARD, AT THE CROSSING OF NIVER ROAD (NORTH-SOUTH)
 MC0156'28 FEET NORTHEAST OF NORTHEAST RAIL, 92 FEET NORTHWEST OF CENTER
 MC0156'CROSSING OF NIVER ROAD, 29 FEET WEST OF CENTER LINE OF ROAD,
 MC0156'7 FEET NORTHWEST OF TELEPHONE POLE NO. 87/29, 4 FEET WEST OF A
 MC0156'FENCE CORNER, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 MC0156'ABOUT 1/2 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 MC0156'CONCRETE POST PROJECTING 4 INCHES.
 MC0156
 MC0156                          STATION RECOVERY (1970)
 MC0156
 MC0156'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970
 MC0156'RECOVERED IN GOOD CONDITION.
 MC0156
 MC0156                          STATION RECOVERY (1987)
 MC0156
 MC0156'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JC)
 MC0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1728 ***********************************************************************
 KY1728  DESIGNATION -  D 177
 KY1728  PID         -  KY1728
 KY1728  STATE/COUNTY-  OH/WAYNE
 KY1728  USGS QUAD   -  RITTMAN (1994)
 KY1728
 KY1728                         *CURRENT SURVEY CONTROL
 KY1728  ___________________________________________________________________
 KY1728* NAD 83(1986)-  40 58 11.     (N)    081 50 50.     (W)     SCALED    
 KY1728* NAVD 88     -       296.381  (meters)     972.38   (feet)  ADJUSTED  
 KY1728  ___________________________________________________________________
 KY1728  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KY1728  DYNAMIC HT  -         296.250 (meters)     971.95  (feet)  COMP
 KY1728  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 KY1728
 KY1728  VERT ORDER  -  FIRST     CLASS I
 KY1728
 KY1728.The horizontal coordinates were scaled from a topographic map and have
 KY1728.an estimated accuracy of +/- 6 seconds.
 KY1728
 KY1728.The orthometric height was determined by differential leveling
 KY1728.and adjusted by the National Geodetic Survey in June 1991..
 KY1728
 KY1728.The geoid height was determined by GEOID03.
 KY1728
 KY1728.The dynamic height is computed by dividing the NAVD 88
 KY1728.geopotential number by the normal gravity value computed on the
 KY1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1728.degrees latitude (g = 980.6199 gals.).
 KY1728
 KY1728.The modeled gravity was interpolated from observed gravity values.
 KY1728
 KY1728;                    North         East    Units  Estimated Accuracy
 KY1728;SPC OH N     -   144,900.      654,940.      MT  (+/- 180 meters Scaled)
 KY1728
 KY1728                          SUPERSEDED SURVEY CONTROL
 KY1728
 KY1728  NGVD 29 (??/??/92)  296.588  (m)          973.06   (f) ADJ UNCH    1 1
 KY1728
 KY1728.Superseded values are not recommended for survey control.
 KY1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1728.See file dsdata.txt to determine how the superseded data were derived.
 KY1728
 KY1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF287357(NAD 83)
 KY1728_MARKER: DB = BENCH MARK DISK
 KY1728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1728_SP_SET: BUILDING
 KY1728_STAMPING: D 177 1954
 KY1728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1728
 KY1728  HISTORY     - Date     Condition        Report By
 KY1728  HISTORY     - 1954     MONUMENTED       CGS
 KY1728  HISTORY     - 1967     GOOD             NGS
 KY1728  HISTORY     - 1971     GOOD             OHDT
 KY1728  HISTORY     - 1987     GOOD             OHDT
 KY1728
 KY1728                          STATION DESCRIPTION
 KY1728
 KY1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1728'AT STERLING.
 KY1728'AT STERLING, ALONG THE BALTIMORE AND OHIO RAILROAD, ABOUT 0.25
 KY1728'MILE SOUTHEAST OF THE CROSSING OF COUNTY ROAD NO. 60, NEAR THE
 KY1728'B AND O RR MILEPOLE 155-25, NEAR THE CROSSING OF THE B AND O RR
 KY1728'AND THE ERIE-LACKAWANNA RAILROAD, SET VERTICALLY IN THE SOUTHWEST
 KY1728'FACE OF THE CONTROL BUILDING, 28.5 FEET SOUTHWEST OF THE
 KY1728'SOUTHWEST RAIL OF THE EASTBOUND MAIN TRACK OF THE B AND O RR,
 KY1728'1 FOOT SOUTHEAST OF THE WEST CORNER OF THE BUILDING, 2.6 FEET
 KY1728'ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE TRACK.
 KY1728'IN SECTION 8, R 12 W, T 12 N.
 KY1728
 KY1728                          STATION RECOVERY (1971)
 KY1728
 KY1728'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1728'RECOVERED IN GOOD CONDITION.
 KY1728
 KY1728                          STATION RECOVERY (1987)
 KY1728
 KY1728'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1742 ***********************************************************************
 KY1742  DESIGNATION -  D 178
 KY1742  PID         -  KY1742
 KY1742  STATE/COUNTY-  OH/SUMMIT
 KY1742  USGS QUAD   -  DOYLESTOWN (1994)
 KY1742
 KY1742                         *CURRENT SURVEY CONTROL
 KY1742  ___________________________________________________________________
 KY1742* NAD 83(1986)-  40 55 42.     (N)    081 37 57.     (W)     SCALED    
 KY1742* NAVD 88     -       289.760  (meters)     950.65   (feet)  ADJUSTED  
 KY1742  ___________________________________________________________________
 KY1742  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KY1742  DYNAMIC HT  -         289.631 (meters)     950.23  (feet)  COMP
 KY1742  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 KY1742
 KY1742  VERT ORDER  -  FIRST     CLASS II
 KY1742
 KY1742.The horizontal coordinates were scaled from a topographic map and have
 KY1742.an estimated accuracy of +/- 6 seconds.
 KY1742
 KY1742.The orthometric height was determined by differential leveling
 KY1742.and adjusted by the National Geodetic Survey in June 1991..
 KY1742
 KY1742.The geoid height was determined by GEOID03.
 KY1742
 KY1742.The dynamic height is computed by dividing the NAVD 88
 KY1742.geopotential number by the normal gravity value computed on the
 KY1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1742.degrees latitude (g = 980.6199 gals.).
 KY1742
 KY1742.The modeled gravity was interpolated from observed gravity values.
 KY1742
 KY1742;                    North         East    Units  Estimated Accuracy
 KY1742;SPC OH N     -   140,470.      673,060.      MT  (+/- 180 meters Scaled)
 KY1742
 KY1742                          SUPERSEDED SURVEY CONTROL
 KY1742
 KY1742  NGVD 29 (??/??/92)  289.985  (m)          951.39   (f) ADJ UNCH    1 2
 KY1742
 KY1742.Superseded values are not recommended for survey control.
 KY1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1742.See file dsdata.txt to determine how the superseded data were derived.
 KY1742
 KY1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF467309(NAD 83)
 KY1742_MARKER: DB = BENCH MARK DISK
 KY1742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1742_SP_SET: ABUTMENT
 KY1742_STAMPING: D 178 1954
 KY1742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1742
 KY1742  HISTORY     - Date     Condition        Report By
 KY1742  HISTORY     - 1954     MONUMENTED       CGS
 KY1742
 KY1742                          STATION DESCRIPTION
 KY1742
 KY1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1742'0.6 MI NE FROM WARWICK.
 KY1742'0.55 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1742'THE CONTROL TOWER AT WARWICK, AT CLINTON, AT THE CROSSING OF
 KY1742'U.S. HIGHWAY 21, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 KY1742'CONCRETE ABUTMENT OF HIGHWAY 21 BRIDGE OVER TUSCARAWAS RIVER, 76
 KY1742'FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK, 54 FEET
 KY1742'SOUTHEAST OF TELEPHONE POLE NO. 26/35, 17 FEET NORTHEAST OF
 KY1742'CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI3502 ***********************************************************************
 AI3502  DESIGNATION -  D 178 RESET
 AI3502  PID         -  AI3502
 AI3502  STATE/COUNTY-  OH/SUMMIT
 AI3502  USGS QUAD   -  DOYLESTOWN (1994)
 AI3502
 AI3502                         *CURRENT SURVEY CONTROL
 AI3502  ___________________________________________________________________
 AI3502* NAD 83(1986)-  40 55 42.     (N)    081 37 57.     (W)     SCALED    
 AI3502* NAVD 88     -       290.24   (meters)     952.2    (feet)  RESET     
 AI3502  ___________________________________________________________________
 AI3502  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AI3502
 AI3502  VERT ORDER  -  THIRD
 AI3502
 AI3502.The horizontal coordinates were scaled from a topographic map and have
 AI3502.an estimated accuracy of +/- 6 seconds.
 AI3502
 AI3502.The orthometric height was computed from unverified reset data.
 AI3502.No vertical observational check was made to the station.
 AI3502
 AI3502.The geoid height was determined by GEOID03.
 AI3502
 AI3502;                    North         East    Units  Estimated Accuracy
 AI3502;SPC OH N     -   140,470.      673,060.      MT  (+/- 180 meters Scaled)
 AI3502
 AI3502                          SUPERSEDED SURVEY CONTROL
 AI3502
 AI3502.No superseded survey control is available for this station.
 AI3502
 AI3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF467309(NAD 83)
 AI3502_MARKER: DV = VERTICAL CONTROL DISK
 AI3502_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3502_SP_SET: BRIDGE ABUTMENT WALL
 AI3502_STAMPING: D 178 RESET 1994
 AI3502_MARK LOGO: NGS   
 AI3502_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3502
 AI3502  HISTORY     - Date     Condition        Report By
 AI3502  HISTORY     - 1994     MONUMENTED       OH-153
 AI3502  HISTORY     - 20031024 GOOD             USPSQD
 AI3502  HISTORY     - 20060122 GOOD             USPSQD
 AI3502
 AI3502                          STATION DESCRIPTION
 AI3502
 AI3502'DESCRIBED BY SUMMIT COUNTY OHIO 1994 (WSS)
 AI3502'IN CLINTON,  IN NORTHWEST ABUTMENT WALL OF MAIN STREET BRIDGE OVER
 AI3502'TUSCARAWAS RIVER.  SUITABLE FOR GPS.
 AI3502
 AI3502                          STATION RECOVERY (2003)
 AI3502
 AI3502'RECOVERY NOTE BY US POWER SQUADRON 2003
 AI3502'RECOVERED IN GOOD CONDITION.
 AI3502
 AI3502                          STATION RECOVERY (2006)
 AI3502
 AI3502'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI3502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1299 ***********************************************************************
 MB1299  DESIGNATION -  D 179
 MB1299  PID         -  MB1299
 MB1299  STATE/COUNTY-  OH/SUMMIT
 MB1299  USGS QUAD   -  AKRON WEST (1994)
 MB1299
 MB1299                         *CURRENT SURVEY CONTROL
 MB1299  ___________________________________________________________________
 MB1299* NAD 83(1986)-  41 01 41.     (N)    081 35 14.     (W)     SCALED    
 MB1299* NAVD 88     -       297.218  (meters)     975.12   (feet)  ADJUSTED  
 MB1299  ___________________________________________________________________
 MB1299  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MB1299  DYNAMIC HT  -         297.086 (meters)     974.69  (feet)  COMP
 MB1299  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 MB1299
 MB1299  VERT ORDER  -  FIRST     CLASS II
 MB1299
 MB1299.The horizontal coordinates were scaled from a topographic map and have
 MB1299.an estimated accuracy of +/- 6 seconds.
 MB1299
 MB1299.The orthometric height was determined by differential leveling
 MB1299.and adjusted by the National Geodetic Survey in June 1991..
 MB1299
 MB1299.The geoid height was determined by GEOID03.
 MB1299
 MB1299.The dynamic height is computed by dividing the NAVD 88
 MB1299.geopotential number by the normal gravity value computed on the
 MB1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1299.degrees latitude (g = 980.6199 gals.).
 MB1299
 MB1299.The modeled gravity was interpolated from observed gravity values.
 MB1299
 MB1299;                    North         East    Units  Estimated Accuracy
 MB1299;SPC OH N     -   151,580.      676,760.      MT  (+/- 180 meters Scaled)
 MB1299
 MB1299                          SUPERSEDED SURVEY CONTROL
 MB1299
 MB1299  NGVD 29 (??/??/92)  297.420  (m)          975.79   (f) ADJ UNCH    1 2
 MB1299
 MB1299.Superseded values are not recommended for survey control.
 MB1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1299.See file dsdata.txt to determine how the superseded data were derived.
 MB1299
 MB1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF506420(NAD 83)
 MB1299_MARKER: DB = BENCH MARK DISK
 MB1299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1299_SP_SET: WALL
 MB1299_STAMPING: D 179 1954
 MB1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1299+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 MB1299
 MB1299  HISTORY     - Date     Condition        Report By
 MB1299  HISTORY     - 1954     MONUMENTED       CGS
 MB1299  HISTORY     - 1963     GOOD             NGS
 MB1299  HISTORY     - 1983     GOOD             NGS
 MB1299  HISTORY     - 20060418 GOOD             GEOCAC
 MB1299
 MB1299                          STATION DESCRIPTION
 MB1299
 MB1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MB1299'AT BARBERTON.
 MB1299'AT BARBERTON, ABOUT 1.5 MILES NORTH ALONG THE BALTIMORE AND OHIO
 MB1299'RAILROAD FROM THE STATION, AT THE CROSSING OF EAST STATE STREET,
 MB1299'IN THE TOP OF THE EAST EDGE OF THE NORTH END OF THE EAST WING
 MB1299'WALL OF NORTH CONCRETE ABUTMENT OF EAST STATE STREET BRIDGE OVER
 MB1299'OHIO CANAL, 48 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 10 FEET
 MB1299'EAST OF EAST CURB LINE OF EAST STATE STREET, 1 1/2 FEET SOUTH OF
 MB1299'NORTH END OF WING WALL, AND ABOUT 1 FOOT ABOVE LEVEL OF STATE
 MB1299'STREET.
 MB1299
 MB1299                          STATION RECOVERY (1963)
 MB1299
 MB1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MB1299'RECOVERED IN GOOD CONDITION.
 MB1299
 MB1299                          STATION RECOVERY (1983)
 MB1299
 MB1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1299'NEW BRIDGE BUILT BUT OLD BRIDGE WEST SIDE STILL REMAINS AS DESCRIBED
 MB1299'DIRECTLY BELOOW NEW BRIDGE.
 MB1299
 MB1299                          STATION RECOVERY (2006)
 MB1299
 MB1299'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0744 ***********************************************************************
 MC0744  DESIGNATION -  D 18
 MC0744  PID         -  MC0744
 MC0744  STATE/COUNTY-  OH/FULTON
 MC0744  USGS QUAD   -  SWANTON (1971)
 MC0744
 MC0744                         *CURRENT SURVEY CONTROL
 MC0744  ___________________________________________________________________
 MC0744* NAD 83(1995)-  41 34 31.05025(N)    083 58 19.76881(W)     ADJUSTED  
 MC0744* NAVD 88     -       216.567  (meters)     710.52   (feet)  ADJUSTED  
 MC0744  ___________________________________________________________________
 MC0744  X           -     501,805.728 (meters)                     COMP
 MC0744  Y           -  -4,752,147.854 (meters)                     COMP
 MC0744  Z           -   4,210,551.890 (meters)                     COMP
 MC0744  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 MC0744  ELLIP HEIGHT-         181.34  (meters)          (10/07/05) GPS OBS
 MC0744  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 MC0744  DYNAMIC HT  -         216.477 (meters)     710.23  (feet)  COMP
 MC0744  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 MC0744
 MC0744  HORZ ORDER  -  FIRST
 MC0744  VERT ORDER  -  SECOND    CLASS 0
 MC0744  ELLP ORDER  -  FOURTH    CLASS I
 MC0744
 MC0744.The horizontal coordinates were established by GPS observations
 MC0744.and adjusted by the National Geodetic Survey in April 1998..
 MC0744
 MC0744.The orthometric height was determined by differential leveling
 MC0744.and adjusted by the National Geodetic Survey in June 1991..
 MC0744
 MC0744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC0744
 MC0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0744
 MC0744.The ellipsoidal height was determined by GPS observations
 MC0744.and is referenced to NAD 83.
 MC0744
 MC0744.The geoid height was determined by GEOID03.
 MC0744
 MC0744.The dynamic height is computed by dividing the NAVD 88
 MC0744.geopotential number by the normal gravity value computed on the
 MC0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0744.degrees latitude (g = 980.6199 gals.).
 MC0744
 MC0744.The modeled gravity was interpolated from observed gravity values.
 MC0744
 MC0744;                    North         East     Units Scale Factor Converg.
 MC0744;SPC OH N     -   212,985.707   477,231.413   MT  0.99997833   -0 58 01.7
 MC0744;UTM  17      - 4,606,890.081   252,209.544   MT  1.00035567   -1 58 24.0
 MC0744;UTM  16      - 4,607,051.554   752,433.378   MT  1.00038425   +2 00 37.2
 MC0744
 MC0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0744!SPC OH N     -   0.99997156  x   0.99997833  =   0.99994989
 MC0744!UTM  17      -   0.99997156  x   1.00035567  =   1.00032722
 MC0744!UTM  16      -   0.99997156  x   1.00038425  =   1.00035580
 MC0744
 MC0744                          SUPERSEDED SURVEY CONTROL
 MC0744
 MC0744  ELLIP H (04/01/98)  181.39   (m)                       GP(       ) 4 1
 MC0744  NAD 83(1995)-  41 34 31.05009(N)    083 58 19.76853(W) AD(       ) 1
 MC0744  NAD 83(1986)-  41 34 31.05889(N)    083 58 19.78115(W) AD(       ) 1
 MC0744  NAVD 88 (07/11/96)  216.57   (m)          710.5    (f) LEVELING    3  
 MC0744  NGVD 29 (??/??/92)  216.752  (m)          711.13   (f) ADJ UNCH    2 0
 MC0744
 MC0744.Superseded values are not recommended for survey control.
 MC0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0744.See file dsdata.txt to determine how the superseded data were derived.
 MC0744
 MC0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5221006890(NAD 83)
 MC0744_MARKER: DB = BENCH MARK DISK
 MC0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0744_SP_SET: BRIDGE SEAT
 MC0744_STAMPING: D 18 1934
 MC0744_MARK LOGO: CGS   
 MC0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0744+STABILITY: SURFACE MOTION
 MC0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0744+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1996
 MC0744
 MC0744  HISTORY     - Date     Condition        Report By
 MC0744  HISTORY     - 1934     MONUMENTED       CGS
 MC0744  HISTORY     - 1985     GOOD             USPSQD
 MC0744  HISTORY     - 19960130 GOOD             WOOLPT
 MC0744
 MC0744                          STATION DESCRIPTION
 MC0744
 MC0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0744'1.7 MI E FROM DELTA.
 MC0744'1.7 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MC0744'STATION AT DELTA, FULTON COUNTY, AT BRIDGE NO. 190, IN THE TOP
 MC0744'OF THE CONCRETE COPING AT THE SOUTHWEST CORNER OF THE BRIDGE
 MC0744'SEAT, 12 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 6 FEET BELOW
 MC0744'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 18 1934.
 MC0744
 MC0744                          STATION RECOVERY (1985)
 MC0744
 MC0744'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0744'RECOVERED IN GOOD CONDITION.
 MC0744
 MC0744                          STATION RECOVERY (1996)
 MC0744
 MC0744'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BS)
 MC0744'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1401 ***********************************************************************
 KY1401  DESIGNATION -  D 180
 KY1401  PID         -  KY1401
 KY1401  STATE/COUNTY-  OH/TUSCARAWAS
 KY1401  USGS QUAD   -  GNADENHUTTEN (1994)
 KY1401
 KY1401                         *CURRENT SURVEY CONTROL
 KY1401  ___________________________________________________________________
 KY1401* NAD 83(1986)-  40 21 09.     (N)    081 28 29.     (W)     SCALED    
 KY1401* NAVD 88     -       250.703  (meters)     822.51   (feet)  ADJUSTED  
 KY1401  ___________________________________________________________________
 KY1401  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KY1401  DYNAMIC HT  -         250.576 (meters)     822.10  (feet)  COMP
 KY1401  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 KY1401
 KY1401  VERT ORDER  -  FIRST     CLASS II
 KY1401
 KY1401.The horizontal coordinates were scaled from a topographic map and have
 KY1401.an estimated accuracy of +/- 6 seconds.
 KY1401
 KY1401.The orthometric height was determined by differential leveling
 KY1401.and adjusted by the National Geodetic Survey in June 1991..
 KY1401
 KY1401.The geoid height was determined by GEOID03.
 KY1401
 KY1401.The dynamic height is computed by dividing the NAVD 88
 KY1401.geopotential number by the normal gravity value computed on the
 KY1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1401.degrees latitude (g = 980.6199 gals.).
 KY1401
 KY1401.The modeled gravity was interpolated from observed gravity values.
 KY1401
 KY1401;                    North         East    Units  Estimated Accuracy
 KY1401;SPC OH N     -    76,670.      687,100.      MT  (+/- 180 meters Scaled)
 KY1401
 KY1401                          SUPERSEDED SURVEY CONTROL
 KY1401
 KY1401  NGVD 29 (??/??/92)  250.912  (m)          823.20   (f) ADJ UNCH    1 2
 KY1401
 KY1401.Superseded values are not recommended for survey control.
 KY1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1401.See file dsdata.txt to determine how the superseded data were derived.
 KY1401
 KY1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME596669(NAD 83)
 KY1401_MARKER: DB = BENCH MARK DISK
 KY1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1401_STAMPING: D 180 1954
 KY1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1401+STABILITY: SURFACE MOTION
 KY1401
 KY1401  HISTORY     - Date     Condition        Report By
 KY1401  HISTORY     - 1954     MONUMENTED       CGS
 KY1401
 KY1401                          STATION DESCRIPTION
 KY1401
 KY1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1401'2.8 MI NE FROM PORT WASHINGTON.
 KY1401'ABOUT 2.85 MILES NORTHERAST ALONG THE PENNSYLVANIA RAILROAD
 KY1401'FROM THE STATION AT PORT WASHINGTON, ABOUT 2.0 MILES SOUTHWEST
 KY1401'FO THE STATION AT GNADENHUTTEN, LOCATED ON THE TOP OF A LOW
 KY1401'RIDGE WHICH PARALLELS AND IS BETWEEN THE TRACK AND U.S. HIGHWAY
 KY1401'36, 234 FEET NORTH OF NORTH RAIL OF NORTH TRACK, 332 FEET
 KY1401'NORTHEAST OF MILE POST 99, 259 FEET NORTH-NORTHWEST OF CENTER
 KY1401'OF CROSSING OF NORTH TRACK AND A PRIVATE ROAD, 105 FEET SOUTH
 KY1401'OF CENTER LINE OF HIGHWAY 36, 17 FEET WEST OF CENTER LINE OF
 KY1401'PRIVATE DRIVE, 3 1/2 FEET EAST OF POWER POLE NO. 169/46 (THE
 KY1401'8TH POWER POLE WEST OF A POWER SUB STATION), 2 FEET SOUTHEAST OF
 KY1401'A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF TRACKS
 KY1401'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0549 ***********************************************************************
 MC0549  DESIGNATION -  D 181
 MC0549  PID         -  MC0549
 MC0549  STATE/COUNTY-  OH/WOOD
 MC0549  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 MC0549
 MC0549                         *CURRENT SURVEY CONTROL
 MC0549  ___________________________________________________________________
 MC0549* NAD 83(1986)-  41 29 32.     (N)    083 41 02.     (W)     SCALED    
 MC0549* NAVD 88     -       199.893  (meters)     655.82   (feet)  ADJUSTED  
 MC0549  ___________________________________________________________________
 MC0549  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC0549  DYNAMIC HT  -         199.812 (meters)     655.55  (feet)  COMP
 MC0549  MODELED GRAV-     980,217.6   (mgal)                       NAVD 88
 MC0549
 MC0549  VERT ORDER  -  FIRST     CLASS I
 MC0549
 MC0549.The horizontal coordinates were scaled from a topographic map and have
 MC0549.an estimated accuracy of +/- 6 seconds.
 MC0549
 MC0549.The orthometric height was determined by differential leveling
 MC0549.and adjusted by the National Geodetic Survey in June 1991..
 MC0549.WARNING-Repeat measurements at this control monument indicate possible
 MC0549.vertical movement.
 MC0549
 MC0549.The geoid height was determined by GEOID03.
 MC0549
 MC0549.The dynamic height is computed by dividing the NAVD 88
 MC0549.geopotential number by the normal gravity value computed on the
 MC0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0549.degrees latitude (g = 980.6199 gals.).
 MC0549
 MC0549.The modeled gravity was interpolated from observed gravity values.
 MC0549
 MC0549;                    North         East    Units  Estimated Accuracy
 MC0549;SPC OH N     -   203,400.      501,140.      MT  (+/- 180 meters Scaled)
 MC0549
 MC0549                          SUPERSEDED SURVEY CONTROL
 MC0549
 MC0549  NGVD 29 (??/??/92)  200.087  (m)          656.45   (f) ADJ UNCH    1 1
 MC0549
 MC0549.Superseded values are not recommended for survey control.
 MC0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0549.See file dsdata.txt to determine how the superseded data were derived.
 MC0549
 MC0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF759968(NAD 83)
 MC0549_MARKER: DB = BENCH MARK DISK
 MC0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0549_SP_SET: CONCRETE POST
 MC0549_STAMPING: D 181 1954
 MC0549_MARK LOGO: CGS   
 MC0549_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0549+STABILITY: SURFACE MOTION
 MC0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0549+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1993
 MC0549
 MC0549  HISTORY     - Date     Condition        Report By
 MC0549  HISTORY     - 1954     MONUMENTED       CGS
 MC0549  HISTORY     - 1968     GOOD             NGS
 MC0549  HISTORY     - 1984     GOOD             USPSQD
 MC0549  HISTORY     - 1987     GOOD             USPSQD
 MC0549  HISTORY     - 19930719 GOOD             NGS
 MC0549
 MC0549                          STATION DESCRIPTION
 MC0549
 MC0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0549'3.2 MI NE FROM HASKINS.
 MC0549'ABOUT 3.2 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0549'FROM THE CROSSING OF STATE HIGHWAY 64 AT HASKINS, 139 1/2 FEET
 MC0549'WEST OF AND ACROSS THE TRACK FROM MILEPOLE 187-20, 69 FEET WEST
 MC0549'OF THE CENTER LINE OF REITZ ROAD, 62 FEET NORTHWEST OF AND ACROSS
 MC0549'THE ROAD FROM THE NORTHWEST RAIL, 11 FEET NORTH OF THE CENTER
 MC0549'LINE OF THE ROAD, 3 1/2 FEET NORTH OF THE NORTH EDGE OF THE
 MC0549'BLACK TOP ON ROAD, 2 1/2 FEET SOUTHWEST OF A POWER LINE POLE,
 MC0549'0.6 FOOT SOUTH OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL
 MC0549'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 2 FEET
 MC0549'UNDERGROUND.  NOTE-- THE ROAD HAS BEEN REBUILT BUT DOUBT IF THE
 MC0549'MARK HAS BEEN DISTURBED.
 MC0549
 MC0549                          STATION RECOVERY (1984)
 MC0549
 MC0549'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0549'RECOVERED IN GOOD CONDITION.
 MC0549
 MC0549                          STATION RECOVERY (1987)
 MC0549
 MC0549'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0549'RECOVERED IN GOOD CONDITION.
 MC0549
 MC0549                          STATION RECOVERY (1993)
 MC0549
 MC0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0549'3.7 KM (2.30 MI) NORTHEASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM
 MC0549'THE JUNCTION OF STATE HIGHWAY 64 IN HASKINS, 21.3 M (69.9 FT)
 MC0549'NORTHWEST OF THE NEAR RAIL, 3.6 M (11.8 FT) NORTH OF THE CENTERLINE
 MC0549'OF REITZ ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.5 M (1.6
 MC0549'FT) WEST OF UTILITY POLE NUMBER 345 02, 0.4 M (1.3 FT) SOUTH OF A
 MC0549'WITNESS POST, AND THE MONUMENT IS RECESSED 0.6 M (2.0 FT) BELOW THE
 MC0549'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0735 ***********************************************************************
 MC0735  DESIGNATION -  D 182
 MC0735  PID         -  MC0735
 MC0735  STATE/COUNTY-  OH/LUCAS
 MC0735  USGS QUAD   -  TOLEDO (1980)
 MC0735
 MC0735                         *CURRENT SURVEY CONTROL
 MC0735  ___________________________________________________________________
 MC0735* NAD 83(1986)-  41 42 11.     (N)    083 31 38.     (W)     SCALED    
 MC0735* NAVD 88     -       177.720  (meters)     583.07   (feet)  ADJUSTED  
 MC0735  ___________________________________________________________________
 MC0735  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0735  DYNAMIC HT  -         177.652 (meters)     582.85  (feet)  COMP
 MC0735  MODELED GRAV-     980,237.2   (mgal)                       NAVD 88
 MC0735
 MC0735  VERT ORDER  -  FIRST     CLASS I
 MC0735
 MC0735.The horizontal coordinates were scaled from a topographic map and have
 MC0735.an estimated accuracy of +/- 6 seconds.
 MC0735
 MC0735.The orthometric height was determined by differential leveling
 MC0735.and adjusted by the National Geodetic Survey in June 1991..
 MC0735
 MC0735.The geoid height was determined by GEOID03.
 MC0735
 MC0735.The dynamic height is computed by dividing the NAVD 88
 MC0735.geopotential number by the normal gravity value computed on the
 MC0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0735.degrees latitude (g = 980.6199 gals.).
 MC0735
 MC0735.The modeled gravity was interpolated from observed gravity values.
 MC0735
 MC0735;                    North         East    Units  Estimated Accuracy
 MC0735;SPC OH N     -   226,640.      514,500.      MT  (+/- 180 meters Scaled)
 MC0735
 MC0735                          SUPERSEDED SURVEY CONTROL
 MC0735
 MC0735  NGVD 29 (??/??/92)  177.902  (m)          583.67   (f) ADJ UNCH    1 1
 MC0735
 MC0735.Superseded values are not recommended for survey control.
 MC0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0735.See file dsdata.txt to determine how the superseded data were derived.
 MC0735
 MC0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG897198(NAD 83)
 MC0735_MARKER: DB = BENCH MARK DISK
 MC0735_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0735_SP_SET: BRIDGE ABUTMENT
 MC0735_STAMPING: D 182 1954
 MC0735_MARK LOGO: CGS   
 MC0735_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0735+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0735
 MC0735  HISTORY     - Date     Condition        Report By
 MC0735  HISTORY     - 1954     MONUMENTED       CGS
 MC0735  HISTORY     - 1968     GOOD             NGS
 MC0735  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 MC0735  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MC0735  HISTORY     - 19930715 GOOD             NGS
 MC0735
 MC0735                          STATION DESCRIPTION
 MC0735
 MC0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0735'AT TOLEDO.
 MC0735'AT TOLEDO, ABOUT 1.1 MILES NORTH ALONG STICKNEY AVENUE FROM THE
 MC0735'INTERSECTION OF MANHATTAN BLVD AT TOLEDO, SET ON THE TOP OF THE
 MC0735'WEST END OF THE SOUTH ABUTMENT OF A 135-FOOT LONG CONCRETE
 MC0735'BRIDGE OVER THE OTTAWA RIVER, 9.8 FEET WEST OF THE WEST CURB
 MC0735'OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE.
 MC0735
 MC0735                          STATION RECOVERY (1983)
 MC0735
 MC0735'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0735'MARK NOT FOUND.
 MC0735
 MC0735                          STATION RECOVERY (1988)
 MC0735
 MC0735'RECOVERY NOTE BY US POWER SQUADRON 1988 (PAS)
 MC0735'MARK NOT FOUND.
 MC0735
 MC0735                          STATION RECOVERY (1993)
 MC0735
 MC0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0735'1.5 KM (0.95 MI) NORTHERLY ALONG STICKNEY AVENUE FROM THE JUNCTION OF
 MC0735'INTERSTATE HIGHWAY 75 IN TOLEDO, IN TOP OF AND 0.6 M (2.0 FT) EAST OF
 MC0735'THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE AVENUE BRIDGE
 MC0735'SPANNING THE OTTAWA RIVER, 8.8 M (28.9 FT) EAST OF THE CENTERLINE OF
 MC0735'THE AVENUE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1448 ***********************************************************************
 JX1448  DESIGNATION -  D 183
 JX1448  PID         -  JX1448
 JX1448  STATE/COUNTY-  OH/GUERNSEY
 JX1448  USGS QUAD   -  NEW CONCORD (1994)
 JX1448
 JX1448                         *CURRENT SURVEY CONTROL
 JX1448  ___________________________________________________________________
 JX1448* NAD 83(1986)-  39 59 25.     (N)    081 42 02.     (W)     SCALED    
 JX1448* NAVD 88     -       249.300  (meters)     817.91   (feet)  ADJUSTED  
 JX1448  ___________________________________________________________________
 JX1448  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JX1448  DYNAMIC HT  -         249.164 (meters)     817.47  (feet)  COMP
 JX1448  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 JX1448
 JX1448  VERT ORDER  -  FIRST     CLASS II
 JX1448
 JX1448.The horizontal coordinates were scaled from a topographic map and have
 JX1448.an estimated accuracy of +/- 6 seconds.
 JX1448
 JX1448.The orthometric height was determined by differential leveling
 JX1448.and adjusted by the National Geodetic Survey in June 1991..
 JX1448
 JX1448.The geoid height was determined by GEOID03.
 JX1448
 JX1448.The dynamic height is computed by dividing the NAVD 88
 JX1448.geopotential number by the normal gravity value computed on the
 JX1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1448.degrees latitude (g = 980.6199 gals.).
 JX1448
 JX1448.The modeled gravity was interpolated from observed gravity values.
 JX1448
 JX1448;                    North         East    Units  Estimated Accuracy
 JX1448;SPC OH S     -   221,260.      668,280.      MT  (+/- 180 meters Scaled)
 JX1448
 JX1448                          SUPERSEDED SURVEY CONTROL
 JX1448
 JX1448  NGVD 29 (??/??/92)  249.522  (m)          818.64   (f) ADJ UNCH    1 2
 JX1448
 JX1448.Superseded values are not recommended for survey control.
 JX1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1448.See file dsdata.txt to determine how the superseded data were derived.
 JX1448
 JX1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME401269(NAD 83)
 JX1448_MARKER: DB = BENCH MARK DISK
 JX1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1448_STAMPING: D 183 1954
 JX1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1448+STABILITY: SURFACE MOTION
 JX1448
 JX1448  HISTORY     - Date     Condition        Report By
 JX1448  HISTORY     - 1954     MONUMENTED       CGS
 JX1448
 JX1448                          STATION DESCRIPTION
 JX1448
 JX1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1448'2 MI E FROM NEW CONCORD.
 JX1448'2.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1448'STATION AT NEW CONCORD, AT CROSSING OF COUNTY ROAD NO. 198, 51 1/2
 JX1448'FEET SOUTHEAST OF TELEPHONE POLE NO. 58/26, 43 FEET SOUTH OF
 JX1448'SOUTH RAIL, 118 FEET SOUTHEAST OF CENTER OF CROSSING, 1 FOOT
 JX1448'NORTH OF A FENCE LINE, 25 FEET EAST OF A FENCE CORNER, 59 FEET
 JX1448'EAST OF EAST END OF A 6-FOOT IRON PIPE CULVERT UNDER GRAVEL ROAD,
 JX1448'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW
 JX1448'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JX1448'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1427 ***********************************************************************
 JX1427  DESIGNATION -  D 184
 JX1427  PID         -  JX1427
 JX1427  STATE/COUNTY-  OH/MUSKINGUM
 JX1427  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX1427
 JX1427                         *CURRENT SURVEY CONTROL
 JX1427  ___________________________________________________________________
 JX1427* NAD 83(1986)-  39 59 23.     (N)    081 53 56.     (W)     SCALED    
 JX1427* NAVD 88     -       248.492  (meters)     815.26   (feet)  ADJUSTED  
 JX1427  ___________________________________________________________________
 JX1427  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JX1427  DYNAMIC HT  -         248.358 (meters)     814.82  (feet)  COMP
 JX1427  MODELED GRAV-     980,082.9   (mgal)                       NAVD 88
 JX1427
 JX1427  VERT ORDER  -  FIRST     CLASS II
 JX1427
 JX1427.The horizontal coordinates were scaled from a topographic map and have
 JX1427.an estimated accuracy of +/- 6 seconds.
 JX1427
 JX1427.The orthometric height was determined by differential leveling
 JX1427.and adjusted by the National Geodetic Survey in June 1991..
 JX1427
 JX1427.The geoid height was determined by GEOID03.
 JX1427
 JX1427.The dynamic height is computed by dividing the NAVD 88
 JX1427.geopotential number by the normal gravity value computed on the
 JX1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1427.degrees latitude (g = 980.6199 gals.).
 JX1427
 JX1427.The modeled gravity was interpolated from observed gravity values.
 JX1427
 JX1427;                    North         East    Units  Estimated Accuracy
 JX1427;SPC OH S     -   221,060.      651,340.      MT  (+/- 180 meters Scaled)
 JX1427
 JX1427                          SUPERSEDED SURVEY CONTROL
 JX1427
 JX1427  NGVD 29 (??/??/92)  248.715  (m)          815.99   (f) ADJ UNCH    1 2
 JX1427
 JX1427.Superseded values are not recommended for survey control.
 JX1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1427.See file dsdata.txt to determine how the superseded data were derived.
 JX1427
 JX1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME232270(NAD 83)
 JX1427_MARKER: DB = BENCH MARK DISK
 JX1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1427_STAMPING: D 184 1954
 JX1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1427+STABILITY: SURFACE MOTION
 JX1427
 JX1427  HISTORY     - Date     Condition        Report By
 JX1427  HISTORY     - 1954     MONUMENTED       CGS
 JX1427
 JX1427                          STATION DESCRIPTION
 JX1427
 JX1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1427'7.9 MI NE FROM ZANESVILLE.
 JX1427'7.9 MILES NORTHEAST AND EAST ALONG THE BALTIMORE AND OHIO
 JX1427'RAILROAD FROM THE STATION AT ZANESVILLE, ABOUT 0.5 MILE
 JX1427'NORTHEAST OF SONORA, AT AN EAST-WEST BLACK TOP ROAD CROSSING,
 JX1427'IN THE Y OF JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST
 JX1427'PARALLEL TO THE TRACK, NORTHWEST AND ACROSS TRACK FROM
 JX1427'TELEPHONE POLE NO. 70/21, 68 FEET NORTHWEST AND ACROSS ROAD FROM
 JX1427'THE NORTHWEST RAIL, 23 1/2 FEET NORTH OF CENTER LINE OF EAST-WEST
 JX1427'ROAD, 20 FEET SOUTHEAST OF CENTER LINE OF ROAD NORTHEAST
 JX1427'PARALLEL TO TRACK, 4.3 FEET NORTH-NORTHWEST OF TELEPHONE POLE
 JX1427'NO. 86-10, 52 1/2 FEET NORTHWEST OF CROSSING WARNING SIGN NO.
 JX1427'5185, ABOUT 4 FEET ABOVE LEVEL OF TRACK, ABOUT LEVEL WITH ROAD
 JX1427'NORTHEAST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JX1427'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1523 ***********************************************************************
 KY1523  DESIGNATION -  D 186
 KY1523  PID         -  KY1523
 KY1523  STATE/COUNTY-  OH/GUERNSEY
 KY1523  USGS QUAD   -  CAMBRIDGE (1994)
 KY1523
 KY1523                         *CURRENT SURVEY CONTROL
 KY1523  ___________________________________________________________________
 KY1523* NAD 83(1986)-  40 06 59.     (N)    081 34 22.     (W)     SCALED    
 KY1523* NAVD 88     -       242.500  (meters)     795.60   (feet)  ADJUSTED  
 KY1523  ___________________________________________________________________
 KY1523  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KY1523  DYNAMIC HT  -         242.370 (meters)     795.18  (feet)  COMP
 KY1523  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 KY1523
 KY1523  VERT ORDER  -  FIRST     CLASS II
 KY1523
 KY1523.The horizontal coordinates were scaled from a topographic map and have
 KY1523.an estimated accuracy of +/- 6 seconds.
 KY1523
 KY1523.The orthometric height was determined by differential leveling
 KY1523.and adjusted by the National Geodetic Survey in June 1991..
 KY1523
 KY1523.The geoid height was determined by GEOID03.
 KY1523
 KY1523.The dynamic height is computed by dividing the NAVD 88
 KY1523.geopotential number by the normal gravity value computed on the
 KY1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1523.degrees latitude (g = 980.6199 gals.).
 KY1523
 KY1523.The modeled gravity was interpolated from observed gravity values.
 KY1523
 KY1523;                    North         East    Units  Estimated Accuracy
 KY1523;SPC OH S     -   235,360.      679,040.      MT  (+/- 180 meters Scaled)
 KY1523
 KY1523                          SUPERSEDED SURVEY CONTROL
 KY1523
 KY1523  NGVD 29 (??/??/92)  242.716  (m)          796.31   (f) ADJ UNCH    1 2
 KY1523
 KY1523.Superseded values are not recommended for survey control.
 KY1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1523.See file dsdata.txt to determine how the superseded data were derived.
 KY1523
 KY1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME511408(NAD 83)
 KY1523_MARKER: DB = BENCH MARK DISK
 KY1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1523_STAMPING: D 186 1954
 KY1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1523+STABILITY: SURFACE MOTION
 KY1523
 KY1523  HISTORY     - Date     Condition        Report By
 KY1523  HISTORY     - 1954     MONUMENTED       CGS
 KY1523
 KY1523                          STATION DESCRIPTION
 KY1523
 KY1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1523'7.4 MI N FROM CAMBRIDGE.
 KY1523'7.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE BALTIMORE
 KY1523'AND OHIO RAILROAD STATION AT CAMBRIDGE, ABOUT 0.25 MILE (10
 KY1523'POLES) NORTHWEST OF MILE POST 65, AT A PRIVATE CINDER ROAD CROSSING,
 KY1523'20 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 26 FEET EAST-NORTHEAST
 KY1523'OF CENTER OF CROSSING OF PRIVATE ROAD, 13 FEET SOUTHEAST OF CENTER
 KY1523'LINE OF PRIVATE ROAD, 7 1/2 FEET SOUTH OF POWER POLE NO. 19 J,
 KY1523'2 FEET SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE
 KY1523'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK AND
 KY1523'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0521 ***********************************************************************
 JY0521  DESIGNATION -  D 187
 JY0521  PID         -  JY0521
 JY0521  STATE/COUNTY-  OH/ROSS
 JY0521  USGS QUAD   -  KINGSTON (1992)
 JY0521
 JY0521                         *CURRENT SURVEY CONTROL
 JY0521  ___________________________________________________________________
 JY0521* NAD 83(1986)-  39 28 26.     (N)    082 55 01.     (W)     SCALED    
 JY0521* NAVD 88     -       234.568  (meters)     769.58   (feet)  ADJUSTED  
 JY0521  ___________________________________________________________________
 JY0521  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JY0521  DYNAMIC HT  -         234.426 (meters)     769.11  (feet)  COMP
 JY0521  MODELED GRAV-     980,018.1   (mgal)                       NAVD 88
 JY0521
 JY0521  VERT ORDER  -  FIRST     CLASS I
 JY0521
 JY0521.The horizontal coordinates were scaled from a topographic map and have
 JY0521.an estimated accuracy of +/- 6 seconds.
 JY0521
 JY0521.The orthometric height was determined by differential leveling
 JY0521.and adjusted by the National Geodetic Survey in June 1991..
 JY0521
 JY0521.The geoid height was determined by GEOID03.
 JY0521
 JY0521.The dynamic height is computed by dividing the NAVD 88
 JY0521.geopotential number by the normal gravity value computed on the
 JY0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0521.degrees latitude (g = 980.6199 gals.).
 JY0521
 JY0521.The modeled gravity was interpolated from observed gravity values.
 JY0521
 JY0521;                    North         East    Units  Estimated Accuracy
 JY0521;SPC OH S     -   163,700.      564,130.      MT  (+/- 180 meters Scaled)
 JY0521
 JY0521                          SUPERSEDED SURVEY CONTROL
 JY0521
 JY0521  NGVD 29 (??/??/92)  234.725  (m)          770.09   (f) ADJ UNCH    1 1
 JY0521
 JY0521.Superseded values are not recommended for survey control.
 JY0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0521.See file dsdata.txt to determine how the superseded data were derived.
 JY0521
 JY0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD351711(NAD 83)
 JY0521_MARKER: DB = BENCH MARK DISK
 JY0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0521_SP_SET: SCALE PIT
 JY0521_STAMPING: D 187 1954
 JY0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY0521+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 JY0521
 JY0521  HISTORY     - Date     Condition        Report By
 JY0521  HISTORY     - 1954     MONUMENTED       CGS
 JY0521  HISTORY     - 1967     GOOD             NGS
 JY0521  HISTORY     - 20051102 GOOD             GEOCAC
 JY0521
 JY0521                          STATION DESCRIPTION
 JY0521
 JY0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0521'AT KINGSTON.
 JY0521'AT KINGSTON, ABOUT 0.1 MILE NORTHWEST ALONG THE NORFOLK AND
 JY0521'WESTERN RAILWAY FROM THE STATION, AT THE JUNCTION OF MULBERRY
 JY0521'AND PICKAWAY STREETS, IN THE TOP OF THE NORTHEAST CORNER OF
 JY0521'CONCRETE SCALE PIT OF JESSIE BRUNDIGE GRAIN AND LUMBER COMPANY,
 JY0521'172 FEET EAST OF EAST RAIL OF EAST TRACK, 8 FEET WEST-SOUTHWEST
 JY0521'OF SOUTHEAST CORNER OF SCALE OFFICE BUILDING, 2 1/2 FEET SOUTH
 JY0521'OF SOUTH FACE OF BUILDING AND ABOUT 4 FEET ABOVE LEVEL OF
 JY0521'TRACKS.
 JY0521
 JY0521                          STATION RECOVERY (1967)
 JY0521
 JY0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0521'RECOVERED IN GOOD CONDITION.
 JY0521
 JY0521                          STATION RECOVERY (2005)
 JY0521
 JY0521'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0521'NAD83 HANDHELD GPS COORDINATES  39 28 26.2 N  082 54 59.8 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0744 ***********************************************************************
 JY0744  DESIGNATION -  D 188
 JY0744  PID         -  JY0744
 JY0744  STATE/COUNTY-  OH/PICKAWAY
 JY0744  USGS QUAD   -  LOCKBOURNE (1992)
 JY0744
 JY0744                         *CURRENT SURVEY CONTROL
 JY0744  ___________________________________________________________________
 JY0744* NAD 83(1986)-  39 47 09.     (N)    082 57 28.     (W)     SCALED    
 JY0744* NAVD 88     -       218.225  (meters)     715.96   (feet)  ADJUSTED  
 JY0744  ___________________________________________________________________
 JY0744  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JY0744  DYNAMIC HT  -         218.099 (meters)     715.55  (feet)  COMP
 JY0744  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 JY0744
 JY0744  VERT ORDER  -  FIRST     CLASS I
 JY0744
 JY0744.The horizontal coordinates were scaled from a topographic map and have
 JY0744.an estimated accuracy of +/- 6 seconds.
 JY0744
 JY0744.The orthometric height was determined by differential leveling
 JY0744.and adjusted by the National Geodetic Survey in June 1991..
 JY0744
 JY0744.The geoid height was determined by GEOID03.
 JY0744
 JY0744.The dynamic height is computed by dividing the NAVD 88
 JY0744.geopotential number by the normal gravity value computed on the
 JY0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0744.degrees latitude (g = 980.6199 gals.).
 JY0744
 JY0744.The modeled gravity was interpolated from observed gravity values.
 JY0744
 JY0744;                    North         East    Units  Estimated Accuracy
 JY0744;SPC OH S     -   198,350.      560,790.      MT  (+/- 180 meters Scaled)
 JY0744
 JY0744                          SUPERSEDED SURVEY CONTROL
 JY0744
 JY0744  NGVD 29 (??/??/92)  218.394  (m)          716.51   (f) ADJ UNCH    1 1
 JY0744
 JY0744.Superseded values are not recommended for survey control.
 JY0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0744.See file dsdata.txt to determine how the superseded data were derived.
 JY0744
 JY0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE323058(NAD 83)
 JY0744_MARKER: DB = BENCH MARK DISK
 JY0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0744_STAMPING: D 188 1954
 JY0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0744+STABILITY: SURFACE MOTION
 JY0744
 JY0744  HISTORY     - Date     Condition        Report By
 JY0744  HISTORY     - 1954     MONUMENTED       CGS
 JY0744  HISTORY     - 1967     GOOD             NGS
 JY0744
 JY0744                          STATION DESCRIPTION
 JY0744
 JY0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0744'0.9 MI N FROM DUVALL.
 JY0744'ABOUT 0.9 MILE NORTH ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0744'FROM THE CROSSING OF THE HARRISBURG-FAIRFIELD ROAD AT DUVALL,
 JY0744'0.6 MILE SOUTH OF THE CIRCLEVILLE-LOCKBOURNE ROAD OVERPASS
 JY0744'OVER THE TRACKS, 0.25 MILE NORTH OF MILEPOST 689, 42 FEET
 JY0744'WEST OF THE WEST RAIL OF THE TRACK, 21 FEET EAST OF THE CENTER
 JY0744'LINE OF A ROAD BETWEEN THE TRACKS OF THE N AND W AND THE C AND
 JY0744'O, 14 FEET NORTH OF THE 4TH TELEPHONE POLE NORTH OF THE MILEPOST,
 JY0744'IN LINE WITH A ROW OF POLES, 2 FEET NORTH OF A METAL WITNESS
 JY0744'POST, 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 JY0744'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 JY0744'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0705 ***********************************************************************
 JY0705  DESIGNATION -  D 189
 JY0705  PID         -  JY0705
 JY0705  STATE/COUNTY-  OH/FRANKLIN
 JY0705  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0705
 JY0705                         *CURRENT SURVEY CONTROL
 JY0705  ___________________________________________________________________
 JY0705* NAD 83(1986)-  39 56 13.     (N)    082 59 45.     (W)     SCALED    
 JY0705* NAVD 88     -       229.367  (meters)     752.51   (feet)  ADJUSTED  
 JY0705  ___________________________________________________________________
 JY0705  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JY0705  DYNAMIC HT  -         229.239 (meters)     752.10  (feet)  COMP
 JY0705  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 JY0705
 JY0705  VERT ORDER  -  FIRST     CLASS I
 JY0705
 JY0705.The horizontal coordinates were scaled from a topographic map and have
 JY0705.an estimated accuracy of +/- 6 seconds.
 JY0705
 JY0705.The orthometric height was determined by differential leveling
 JY0705.and adjusted by the National Geodetic Survey in June 1991..
 JY0705
 JY0705.The geoid height was determined by GEOID03.
 JY0705
 JY0705.The dynamic height is computed by dividing the NAVD 88
 JY0705.geopotential number by the normal gravity value computed on the
 JY0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0705.degrees latitude (g = 980.6199 gals.).
 JY0705
 JY0705.The modeled gravity was interpolated from observed gravity values.
 JY0705
 JY0705;                    North         East    Units  Estimated Accuracy
 JY0705;SPC OH S     -   215,150.      557,620.      MT  (+/- 180 meters Scaled)
 JY0705
 JY0705                          SUPERSEDED SURVEY CONTROL
 JY0705
 JY0705  NGVD 29 (??/??/92)  229.549  (m)          753.11   (f) ADJ UNCH    1 1
 JY0705
 JY0705.Superseded values are not recommended for survey control.
 JY0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0705.See file dsdata.txt to determine how the superseded data were derived.
 JY0705
 JY0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE294226(NAD 83)
 JY0705_MARKER: DB = BENCH MARK DISK
 JY0705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0705_SP_SET: BUILDING
 JY0705_STAMPING: D 189 1954
 JY0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0705
 JY0705  HISTORY     - Date     Condition        Report By
 JY0705  HISTORY     - 1954     MONUMENTED       CGS
 JY0705  HISTORY     - 1967     GOOD             NGS
 JY0705
 JY0705                          STATION DESCRIPTION
 JY0705
 JY0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0705'AT COLUMBUS.
 JY0705'AT COLUMBUS, ABOUT 1.25 MILES SOUTH ALONG SOUTH HIGH STREET FROM
 JY0705'THE COURTHOUSE, IN THE NORTHEAST CORNER OF THE JUNCTION OF SOUTH
 JY0705'HIGH STREET AND HANFORD STREET, SET VERTICALLY IN THE WEST
 JY0705'FACE OF A ONE-STORY BRICK BUILDING HOUSEING A FURNITURE STORE,
 JY0705'62.9 FEET NORTH OF THE NORTH CURB OF HANFORD STREET, 22 FEET EAST
 JY0705'OF THE EAST CURB OF SOUTH HIGH STREET, 1.1 FEET NORTH OF THE
 JY0705'SOUTHWEST CORNER OF THE BUILDING AND 1 FOOT ABOVE THE LEVEL OF THE
 JY0705'CONCRETE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0379 ***********************************************************************
 MC0379  DESIGNATION -  D 19
 MC0379  PID         -  MC0379
 MC0379  STATE/COUNTY-  OH/OTTAWA
 MC0379  USGS QUAD   -  OAK HARBOR (1980)
 MC0379
 MC0379                         *CURRENT SURVEY CONTROL
 MC0379  ___________________________________________________________________
 MC0379* NAD 83(1986)-  41 32 21.     (N)    083 14 28.     (W)     SCALED    
 MC0379* NAVD 88     -       181.879  (meters)     596.71   (feet)  ADJUSTED  
 MC0379  ___________________________________________________________________
 MC0379  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 MC0379  DYNAMIC HT  -         181.805 (meters)     596.47  (feet)  COMP
 MC0379  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 MC0379
 MC0379  VERT ORDER  -  SECOND    CLASS 0
 MC0379
 MC0379.The horizontal coordinates were scaled from a topographic map and have
 MC0379.an estimated accuracy of +/- 6 seconds.
 MC0379
 MC0379.The orthometric height was determined by differential leveling
 MC0379.and adjusted by the National Geodetic Survey in June 1991..
 MC0379
 MC0379.The geoid height was determined by GEOID03.
 MC0379
 MC0379.The dynamic height is computed by dividing the NAVD 88
 MC0379.geopotential number by the normal gravity value computed on the
 MC0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0379.degrees latitude (g = 980.6199 gals.).
 MC0379
 MC0379.The modeled gravity was interpolated from observed gravity values.
 MC0379
 MC0379;                    North         East    Units  Estimated Accuracy
 MC0379;SPC OH N     -   208,200.      538,160.      MT  (+/- 180 meters Scaled)
 MC0379
 MC0379                          SUPERSEDED SURVEY CONTROL
 MC0379
 MC0379  NGVD 29 (??/??/92)  182.159  (m)          597.63   (f) ADJ UNCH    2 0
 MC0379
 MC0379.Superseded values are not recommended for survey control.
 MC0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0379.See file dsdata.txt to determine how the superseded data were derived.
 MC0379
 MC0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG130010(NAD 83)
 MC0379_MARKER: DB = BENCH MARK DISK
 MC0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0379_STAMPING: D 19 1934
 MC0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0379+STABILITY: SURFACE MOTION
 MC0379
 MC0379  HISTORY     - Date     Condition        Report By
 MC0379  HISTORY     - 1934     MONUMENTED       CGS
 MC0379  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0379  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MC0379
 MC0379                          STATION DESCRIPTION
 MC0379
 MC0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0379'1 MI E FROM GRAYTOWN.
 MC0379'1.0 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MC0379'STATION AT GRAYTOWN, OTTAWA COUNTY, AT A ROAD CROSSING, 31 FEET
 MC0379'EAST OF THE CENTERLINE OF THE GRAVEL ROAD, 30.2 FEET SOUTH OF
 MC0379'THE SOUTH RAIL, 4 FEET NORTH OF A WIRE FENCE, AND ABOUT 4 FEET
 MC0379'BELOW THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED D 19 1934
 MC0379'AND SET IN THE TOP OF A CONCRETE POST.
 MC0379
 MC0379                          STATION RECOVERY (1980)
 MC0379
 MC0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0379'NOT RECOVERED, A WITNESS PLAQUE WAS FOUND NAILED TO A POWER POLE BUT
 MC0379'WAS NOT MENTIONED IN THE DESCRIPTION, THE GRAVEL ROAD IS NOW PAVED
 MC0379'AND THE TRACK HAS BEEN MOVED, MARK COULD STILL BE THERE BUT WAS NOT
 MC0379'FOUND AT THIS TIME.
 MC0379
 MC0379                          STATION RECOVERY (1988)
 MC0379
 MC0379'RECOVERY NOTE BY US POWER SQUADRON 1988 (KDC)
 MC0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6394 ***********************************************************************
 AA6394  DESIGNATION -  D 19
 AA6394  PID         -  AA6394
 AA6394  STATE/COUNTY-  OH/BUTLER
 AA6394  USGS QUAD   -  GLENDALE (1987)
 AA6394
 AA6394                         *CURRENT SURVEY CONTROL
 AA6394  ___________________________________________________________________
 AA6394* NAD 83(1995)-  39 18 06.39762(N)    084 29 06.20460(W)     ADJUSTED  
 AA6394* NAVD 88     -       219.2    (meters)     719.     (feet)  GPS OBS   
 AA6394  ___________________________________________________________________
 AA6394  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AA6394  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AA6394
 AA6394  HORZ ORDER  -  FIRST
 AA6394
 AA6394.The horizontal coordinates were established by GPS observations
 AA6394.and adjusted by the National Geodetic Survey in April 1998..
 AA6394
 AA6394.The orthometric height was determined by GPS observations and a
 AA6394.high-resolution geoid model.
 AA6394
 AA6394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6394
 AA6394.The geoid height was determined by GEOID03.
 AA6394
 AA6394;                    North         East     Units Scale Factor Converg.
 AA6394;SPC OH S     -   146,396.187   428,799.096   MT  0.99993694   -1 15 34.4
 AA6394;UTM  16      - 4,353,281.690   716,859.154   MT  1.00017907   +1 35 37.0
 AA6394
 AA6394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6394!SPC OH S     -   0.99997091  x   0.99993694  =   0.99990785
 AA6394!UTM  16      -   0.99997091  x   1.00017907  =   1.00014998
 AA6394
 AA6394                          SUPERSEDED SURVEY CONTROL
 AA6394
 AA6394  NAD 83(1995)-  39 18 06.40480(N)    084 29 06.21353(W) AD(       ) 1
 AA6394  NAD 83(1986)-  39 18 06.40232(N)    084 29 06.21400(W) AD(       ) 1
 AA6394
 AA6394.Superseded values are not recommended for survey control.
 AA6394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6394.See file dsdata.txt to determine how the superseded data were derived.
 AA6394
 AA6394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1685953282(NAD 83)
 AA6394_MARKER: DD = SURVEY DISK
 AA6394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6394_STAMPING: D-19
 AA6394_MARK LOGO: BUTCOE
 AA6394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6394+STABILITY: SURFACE MOTION
 AA6394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6394+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AA6394
 AA6394  HISTORY     - Date     Condition        Report By
 AA6394  HISTORY     - 1989     MONUMENTED       WOOLPT
 AA6394  HISTORY     - 20060318 MARK NOT FOUND   GEOCAC
 AA6394
 AA6394                          STATION DESCRIPTION
 AA6394
 AA6394'DESCRIBED BY WOOLPERT CONSULTANTS 1989 (TW)
 AA6394'STATION D-19 IS LOCATED ON THE MIDSECTION OF THE GRASS ISLAND SITUATED
 AA6394'ON THE NORTHEAST CORNER OF THE INTERSECTION OF DIXIE HIGHWAY (S.R. 4)
 AA6394'AND CRESCENTVILLE ROAD. THE STATION IS FURTHER DESCRIBED AS BEING DUE
 AA6394'SOUTH OF THE GAS STATION SHELL SIGN ALSO ON THE SAME GRASS ISLAND AND
 AA6394'BETWEEN THE LIGHT POLE AND A TRAFFIC LIGHT CONTROL BOX LOCATED ON THE
 AA6394'WEST EDGE OF THE SAID GRASS ISLAND. STATION D-19 IS A BRASS DISK SET
 AA6394'IN CONCRETE AND IS STAMPED D-19 SET 1989.
 AA6394
 AA6394                          STATION RECOVERY (2006)
 AA6394
 AA6394'RECOVERY NOTE BY GEOCACHING 2006 (RLW)
 AA6394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0040 ***********************************************************************
 JY0040  DESIGNATION -  D 190
 JY0040  PID         -  JY0040
 JY0040  STATE/COUNTY-  OH/PERRY
 JY0040  USGS QUAD   -  THORNVILLE (1992)
 JY0040
 JY0040                         *CURRENT SURVEY CONTROL
 JY0040  ___________________________________________________________________
 JY0040* NAD 83(1986)-  39 54 33.     (N)    082 24 48.     (W)     SCALED    
 JY0040* NAVD 88     -       273.198  (meters)     896.32   (feet)  ADJUSTED  
 JY0040  ___________________________________________________________________
 JY0040  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY0040  DYNAMIC HT  -         273.040 (meters)     895.80  (feet)  COMP
 JY0040  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 JY0040
 JY0040  VERT ORDER  -  FIRST     CLASS II
 JY0040
 JY0040.The horizontal coordinates were scaled from a topographic map and have
 JY0040.an estimated accuracy of +/- 6 seconds.
 JY0040
 JY0040.The orthometric height was determined by differential leveling
 JY0040.and adjusted by the National Geodetic Survey in June 1991..
 JY0040
 JY0040.The geoid height was determined by GEOID03.
 JY0040
 JY0040.The dynamic height is computed by dividing the NAVD 88
 JY0040.geopotential number by the normal gravity value computed on the
 JY0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0040.degrees latitude (g = 980.6199 gals.).
 JY0040
 JY0040.The modeled gravity was interpolated from observed gravity values.
 JY0040
 JY0040;                    North         East    Units  Estimated Accuracy
 JY0040;SPC OH S     -   211,950.      607,410.      MT  (+/- 180 meters Scaled)
 JY0040
 JY0040                          SUPERSEDED SURVEY CONTROL
 JY0040
 JY0040  NGVD 29 (??/??/92)  273.398  (m)          896.97   (f) ADJ UNCH    1 2
 JY0040
 JY0040.Superseded values are not recommended for survey control.
 JY0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0040.See file dsdata.txt to determine how the superseded data were derived.
 JY0040
 JY0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE791186(NAD 83)
 JY0040_MARKER: DB = BENCH MARK DISK
 JY0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0040_SP_SET: BRIDGE
 JY0040_STAMPING: D 190 1954
 JY0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0040
 JY0040  HISTORY     - Date     Condition        Report By
 JY0040  HISTORY     - 1954     MONUMENTED       CGS
 JY0040  HISTORY     - 1981     GOOD             OHPCO
 JY0040
 JY0040                          STATION DESCRIPTION
 JY0040
 JY0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0040'AT THORNVILLE.
 JY0040'AT THORNVILLE, ABOUT 80 YARDS WEST ALONG THE NEW YORK CENTRAL
 JY0040'RAILROAD FROM THE STATION, 140 FEET WEST OF CENTER OF CROSSING
 JY0040'OF STATE HIGHWAY 13, IN THE TOP OF THE SOUTH END OF THE EAST
 JY0040'CONCRETE ABUTMENT OF AN 8-FOOT CONCRETE BRIDGE OVER A SMALL
 JY0040'CANAL, 10 FEET SOUTH OF SOUTH RAIL, 1/2 FOOT SOUTH OF SOUTH
 JY0040'HEAD WALL AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
 JY0040
 JY0040                          STATION RECOVERY (1981)
 JY0040
 JY0040'RECOVERY NOTE BY OHIO POWER COMPANY 1981
 JY0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0824 ***********************************************************************
 JY0824  DESIGNATION -  D 191
 JY0824  PID         -  JY0824
 JY0824  STATE/COUNTY-  OH/FAIRFIELD
 JY0824  USGS QUAD   -  CARROLL (1994)
 JY0824
 JY0824                         *CURRENT SURVEY CONTROL
 JY0824  ___________________________________________________________________
 JY0824* NAD 83(1986)-  39 52 09.     (N)    082 43 16.     (W)     SCALED    
 JY0824* NAVD 88     -       265.970  (meters)     872.60   (feet)  ADJUSTED  
 JY0824  ___________________________________________________________________
 JY0824  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY0824  DYNAMIC HT  -         265.819 (meters)     872.11  (feet)  COMP
 JY0824  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 JY0824
 JY0824  VERT ORDER  -  FIRST     CLASS II
 JY0824
 JY0824.The horizontal coordinates were scaled from a topographic map and have
 JY0824.an estimated accuracy of +/- 6 seconds.
 JY0824
 JY0824.The orthometric height was determined by differential leveling
 JY0824.and adjusted by the National Geodetic Survey in June 1991..
 JY0824
 JY0824.The geoid height was determined by GEOID03.
 JY0824
 JY0824.The dynamic height is computed by dividing the NAVD 88
 JY0824.geopotential number by the normal gravity value computed on the
 JY0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0824.degrees latitude (g = 980.6199 gals.).
 JY0824
 JY0824.The modeled gravity was interpolated from observed gravity values.
 JY0824
 JY0824;                    North         East    Units  Estimated Accuracy
 JY0824;SPC OH S     -   207,530.      581,080.      MT  (+/- 180 meters Scaled)
 JY0824
 JY0824                          SUPERSEDED SURVEY CONTROL
 JY0824
 JY0824  NGVD 29 (??/??/92)  266.164  (m)          873.24   (f) ADJ UNCH    1 2
 JY0824
 JY0824.Superseded values are not recommended for survey control.
 JY0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0824.See file dsdata.txt to determine how the superseded data were derived.
 JY0824
 JY0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE528146(NAD 83)
 JY0824_MARKER: DB = BENCH MARK DISK
 JY0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0824_STAMPING: D 191 1954
 JY0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0824+STABILITY: SURFACE MOTION
 JY0824
 JY0824  HISTORY     - Date     Condition        Report By
 JY0824  HISTORY     - 1954     MONUMENTED       CGS
 JY0824
 JY0824                          STATION DESCRIPTION
 JY0824
 JY0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0824'2 MI SE FROM PICKERINGTON.
 JY0824'2.0 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JY0824'THE STATION AT PICKERINGTON, ABOUT 115 YARDS SOUTHEAST OF MILE
 JY0824'POST TOL 151, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 26 1/2 FEET
 JY0824'SOUTHWEST OF SOUTHWEST RAIL, 20 FEET EAST OF CENTER LINE OF
 JY0824'ROAD, 49 FEET SOUTH-SOUTHEAST OF CENTER OF CROSSING, 1 FOOT
 JY0824'NORTHEAST OF A FENCE LINE, 3 FEET EAST OF A FENCE CORNER, 48 FEET
 JY0824'NORTHWEST OF TELEPHONE POLE NO. 151/03, ABOUT 4 FEET BELOW
 JY0824'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JY0824'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1610 ***********************************************************************
 KZ1610  DESIGNATION -  D 192
 KZ1610  PID         -  KZ1610
 KZ1610  STATE/COUNTY-  OH/FRANKLIN
 KZ1610  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ1610
 KZ1610                         *CURRENT SURVEY CONTROL
 KZ1610  ___________________________________________________________________
 KZ1610* NAD 83(1986)-  40 00 24.     (N)    083 02 02.     (W)     SCALED    
 KZ1610* NAVD 88     -       231.565  (meters)     759.73   (feet)  ADJUSTED  
 KZ1610  ___________________________________________________________________
 KZ1610  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KZ1610  DYNAMIC HT  -         231.440 (meters)     759.32  (feet)  COMP
 KZ1610  MODELED GRAV-     980,084.2   (mgal)                       NAVD 88
 KZ1610
 KZ1610  VERT ORDER  -  FIRST     CLASS I
 KZ1610
 KZ1610.The horizontal coordinates were scaled from a topographic map and have
 KZ1610.an estimated accuracy of +/- 6 seconds.
 KZ1610
 KZ1610.The orthometric height was determined by differential leveling
 KZ1610.and adjusted by the National Geodetic Survey in June 1991..
 KZ1610
 KZ1610.The geoid height was determined by GEOID03.
 KZ1610
 KZ1610.The dynamic height is computed by dividing the NAVD 88
 KZ1610.geopotential number by the normal gravity value computed on the
 KZ1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1610.degrees latitude (g = 980.6199 gals.).
 KZ1610
 KZ1610.The modeled gravity was interpolated from observed gravity values.
 KZ1610
 KZ1610;                    North         East    Units  Estimated Accuracy
 KZ1610;SPC OH S     -   222,910.      554,410.      MT  (+/- 180 meters Scaled)
 KZ1610
 KZ1610                          SUPERSEDED SURVEY CONTROL
 KZ1610
 KZ1610  NGVD 29 (??/??/92)  231.734  (m)          760.28   (f) ADJ UNCH    1 1
 KZ1610
 KZ1610.Superseded values are not recommended for survey control.
 KZ1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1610.See file dsdata.txt to determine how the superseded data were derived.
 KZ1610
 KZ1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE263304(NAD 83)
 KZ1610_MARKER: DB = BENCH MARK DISK
 KZ1610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1610_SP_SET: WALL
 KZ1610_STAMPING: D 192 1954
 KZ1610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1610
 KZ1610  HISTORY     - Date     Condition        Report By
 KZ1610  HISTORY     - 1954     MONUMENTED       CGS
 KZ1610  HISTORY     - 1967     GOOD             NGS
 KZ1610  HISTORY     - 20030731 MARK NOT FOUND   USPSQD
 KZ1610
 KZ1610                          STATION DESCRIPTION
 KZ1610
 KZ1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1610'AT COLUMBUS.
 KZ1610'AT COLUMBUA, IN THE UPPER ARLINGTON SUB-DIVISION, AT THE INTERSECTION
 KZ1610'OF KENNY ROAD AND LANE AVENUE, IN THE LAW OF THE CHURCH OF THE
 KZ1610'LANE, ABOUT 0.85 MILE SOUTH ALONG KENNY ROAD FROM THE JUNCTION
 KZ1610'OF ACKERMAN ROAD, SET ON THE TOP OF THE NORTHEAST SIDE OF THE
 KZ1610'CONCRETE WALL AROUND A ROUND MANHOLE WITH A METAL COVER, 77 1/2
 KZ1610'FEET NORTH OF THE NORTH CURB OF LANE AVENUE, 54 FEET NORTHEAST
 KZ1610'OF THE CENTER LINE OF KENNY ROAD, 15.7 FEET SOUTH OF THE SOUTH
 KZ1610'CORNER OF THE SOUTHWEST WING OF THE CHURCH BUILDING, 0.6 FOOT
 KZ1610'SOUTHWEST OF A METAL WITNESS POST WHICH WAS SET BY THE USGS,
 KZ1610'AND ABOUT 3 FEET ABOVE THE LEVEL OF KENNY ROAD.
 KZ1610
 KZ1610                          STATION RECOVERY (2003)
 KZ1610
 KZ1610'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KZ1610'ROAD WIDENED CURB MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1611 ***********************************************************************
 KZ1611  DESIGNATION -  D 192 RESET
 KZ1611  PID         -  KZ1611
 KZ1611  STATE/COUNTY-  OH/FRANKLIN
 KZ1611  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ1611
 KZ1611                         *CURRENT SURVEY CONTROL
 KZ1611  ___________________________________________________________________
 KZ1611* NAD 83(1986)-  40 00 24.     (N)    083 02 02.     (W)     SCALED    
 KZ1611* NAVD 88     -       231.08   (+/-2cm)     758.1    (feet)  VERTCON   
 KZ1611  ___________________________________________________________________
 KZ1611  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KZ1611
 KZ1611  VERT ORDER  -  THIRD (See Below)
 KZ1611
 KZ1611.The horizontal coordinates were scaled from a topographic map and have
 KZ1611.an estimated accuracy of +/- 6 seconds.
 KZ1611
 KZ1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1611.The vertical order pertains to the NGVD 29 superseded value.
 KZ1611
 KZ1611.The geoid height was determined by GEOID03.
 KZ1611
 KZ1611;                    North         East    Units  Estimated Accuracy
 KZ1611;SPC OH S     -   222,910.      554,410.      MT  (+/- 180 meters Scaled)
 KZ1611
 KZ1611                          SUPERSEDED SURVEY CONTROL
 KZ1611
 KZ1611  NGVD 29 (??/??/??)  231.25   (m)          758.7    (f) RESET       3  
 KZ1611
 KZ1611.Superseded values are not recommended for survey control.
 KZ1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1611.See file dsdata.txt to determine how the superseded data were derived.
 KZ1611
 KZ1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE263304(NAD 83)
 KZ1611_MARKER: DB = BENCH MARK DISK
 KZ1611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1611_SP_SET: ABUTMENT
 KZ1611_STAMPING: D 192 RESET 1970
 KZ1611_MARK LOGO: CGS   
 KZ1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1611
 KZ1611  HISTORY     - Date     Condition        Report By
 KZ1611  HISTORY     - 1970     MONUMENTED       LOCENG
 KZ1611
 KZ1611                          STATION DESCRIPTION
 KZ1611
 KZ1611'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 KZ1611'AT COLUMBUS.
 KZ1611'AT COLUMBUS, IN THE NORTHWEST PART OF TOWN, ABOUT 0.85 MILES
 KZ1611'SOUTH OF THE JUNCTION OF ACKERMAN ROAD AND KENNY ROAD, 0.1
 KZ1611'MILE EAST OF THE INTERSECTION OF LANE AVE. AND KENNY ROAD,
 KZ1611'AT A RAILROAD BRIDGE OVE LANE AVENUE, SET IN THE TOP OF THE
 KZ1611'SOUTH END OF THE WEST ABUTMENT OF OVERPASS OVER THE CHESAPEAKE
 KZ1611'AND OHIO RAILROAD, 23.5 FEET WEST OF THE CENTER OF THE MAIN
 KZ1611'SOUTH BOUND TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1478 ***********************************************************************
 HY1478  DESIGNATION -  D 193
 HY1478  PID         -  HY1478
 HY1478  STATE/COUNTY-  OH/SCIOTO
 HY1478  USGS QUAD   -  FRIENDSHIP (1995)
 HY1478
 HY1478                         *CURRENT SURVEY CONTROL
 HY1478  ___________________________________________________________________
 HY1478* NAD 83(1986)-  38 42 57.     (N)    083 03 12.     (W)     SCALED    
 HY1478* NAVD 88     -       160.031  (meters)     525.03   (feet)  ADJUSTED  
 HY1478  ___________________________________________________________________
 HY1478  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 HY1478  DYNAMIC HT  -         159.931 (meters)     524.71  (feet)  COMP
 HY1478  MODELED GRAV-     979,998.8   (mgal)                       NAVD 88
 HY1478
 HY1478  VERT ORDER  -  FIRST     CLASS II
 HY1478
 HY1478.The horizontal coordinates were scaled from a topographic map and have
 HY1478.an estimated accuracy of +/- 6 seconds.
 HY1478
 HY1478.The orthometric height was determined by differential leveling
 HY1478.and adjusted by the National Geodetic Survey in June 1991..
 HY1478
 HY1478.The geoid height was determined by GEOID03.
 HY1478
 HY1478.The dynamic height is computed by dividing the NAVD 88
 HY1478.geopotential number by the normal gravity value computed on the
 HY1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1478.degrees latitude (g = 980.6199 gals.).
 HY1478
 HY1478.The modeled gravity was interpolated from observed gravity values.
 HY1478
 HY1478;                    North         East    Units  Estimated Accuracy
 HY1478;SPC OH S     -    79,620.      551,880.      MT  (+/- 180 meters Scaled)
 HY1478
 HY1478                          SUPERSEDED SURVEY CONTROL
 HY1478
 HY1478  NGVD 29 (??/??/92)  160.220  (m)          525.66   (f) ADJ UNCH    1 2
 HY1478
 HY1478.Superseded values are not recommended for survey control.
 HY1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1478.See file dsdata.txt to determine how the superseded data were derived.
 HY1478
 HY1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC214872(NAD 83)
 HY1478_MARKER: DB = BENCH MARK DISK
 HY1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1478_STAMPING: D 193 1956
 HY1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1478+STABILITY: SURFACE MOTION
 HY1478
 HY1478  HISTORY     - Date     Condition        Report By
 HY1478  HISTORY     - 1956     MONUMENTED       CGS
 HY1478
 HY1478                          STATION DESCRIPTION
 HY1478
 HY1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY1478'3.9 MI SW FROM PORTSMOUTH.
 HY1478'ABOUT 3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 52 FROM THE CITY
 HY1478'HALL AT PORTSMOUTH, AT RAVEN ROCK AIRPORT, 244 FEET SOUTHEAST
 HY1478'OF CENTER LINE OF HIGHWAY, 63 1/2 FEET EAST OF EAST CORNER OF
 HY1478'CONCRETE BLOCK AND TIN BUILDING, 1 FOOT SOUTHEAST OF CENTER OF
 HY1478'SOUTHEAST SIDE OF A 10-CORNERED CONCRETE SLAB WITH GASOLINE
 HY1478'PUMP IN CENTER AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY1478'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0199 ***********************************************************************
 JY0199  DESIGNATION -  D 198
 JY0199  PID         -  JY0199
 JY0199  STATE/COUNTY-  OH/VINTON
 JY0199  USGS QUAD   -  MC ARTHUR (1995)
 JY0199
 JY0199                         *CURRENT SURVEY CONTROL
 JY0199  ___________________________________________________________________
 JY0199* NAD 83(1986)-  39 09 54.     (N)    082 25 01.     (W)     SCALED    
 JY0199* NAVD 88     -       216.010  (meters)     708.69   (feet)  ADJUSTED  
 JY0199  ___________________________________________________________________
 JY0199  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JY0199  DYNAMIC HT  -         215.875 (meters)     708.25  (feet)  COMP
 JY0199  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JY0199
 JY0199  VERT ORDER  -  SECOND    CLASS 0
 JY0199
 JY0199.The horizontal coordinates were scaled from a topographic map and have
 JY0199.an estimated accuracy of +/- 6 seconds.
 JY0199
 JY0199.The orthometric height was determined by differential leveling
 JY0199.and adjusted by the National Geodetic Survey in June 1991..
 JY0199
 JY0199.The geoid height was determined by GEOID03.
 JY0199
 JY0199.The dynamic height is computed by dividing the NAVD 88
 JY0199.geopotential number by the normal gravity value computed on the
 JY0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0199.degrees latitude (g = 980.6199 gals.).
 JY0199
 JY0199.The modeled gravity was interpolated from observed gravity values.
 JY0199
 JY0199;                    North         East    Units  Estimated Accuracy
 JY0199;SPC OH S     -   129,330.      607,180.      MT  (+/- 180 meters Scaled)
 JY0199
 JY0199                          SUPERSEDED SURVEY CONTROL
 JY0199
 JY0199  NGVD 29 (??/??/92)  216.181  (m)          709.25   (f) ADJ UNCH    2 0
 JY0199
 JY0199.Superseded values are not recommended for survey control.
 JY0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0199.See file dsdata.txt to determine how the superseded data were derived.
 JY0199
 JY0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD775360(NAD 83)
 JY0199_MARKER: DB = BENCH MARK DISK
 JY0199_SETTING: 66 = SET IN ROCK OUTCROP
 JY0199_SP_SET: ROCK CUT
 JY0199_STAMPING: D 198 1958
 JY0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0199+STABILITY: POSITION/ELEVATION WELL
 JY0199
 JY0199  HISTORY     - Date     Condition        Report By
 JY0199  HISTORY     - 1958     MONUMENTED       CGS
 JY0199
 JY0199                          STATION DESCRIPTION
 JY0199
 JY0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0199'5.3 MI SE FROM DUNDAS.
 JY0199'ABOUT 5.3 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 JY0199'FROM THE STATION AT DUNDAS, IN SECTION 33, R 16W, T 9N, ABOUT
 JY0199'530 YARDS SOUTHEAST OF MILE POST 83, SET VERTICALLY IN THE
 JY0199'SOUTH FACE OF A 25-YARD LONG AND 6-FEET HIGH LAYER OF ROCK IN A
 JY0199'RECEEDING LAYERED OLD ROCK CUT, NEAR THE MIDDLE OF THE CUT AND
 JY0199'2 FEET BELOW THE TOP OF THE LAYER OF ROCK, ABOUT 30 YARDS EAST OF
 JY0199'THE SOUTHEAST END OF A CURVE, 32 1/2 FEET NORTH OF NORTH RAIL,
 JY0199'77 FEET NORTH AND ACROSS THE TRACK FROM THE CENTER LINE OF NORTH
 JY0199'RAIL, 77 FEET NORTH AND ACROSS THE TRACK FROM THE CENTER LINE
 JY0199'OF STATE HIGHWAY 160, ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK.
 JY0199'ABOUT 325 YARDS WEST OF THE WAITING BOOTH STATION AT ORETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0360 ***********************************************************************
 HY0360  DESIGNATION -  D 199
 HY0360  PID         -  HY0360
 HY0360  STATE/COUNTY-  OH/GALLIA
 HY0360  USGS QUAD   -  VINTON (1975)
 HY0360
 HY0360                         *CURRENT SURVEY CONTROL
 HY0360  ___________________________________________________________________
 HY0360* NAD 83(1986)-  38 55 27.     (N)    082 18 12.     (W)     SCALED    
 HY0360* NAVD 88     -       212.091  (meters)     695.84   (feet)  ADJUSTED  
 HY0360  ___________________________________________________________________
 HY0360  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 HY0360  DYNAMIC HT  -         211.957 (meters)     695.40  (feet)  COMP
 HY0360  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 HY0360
 HY0360  VERT ORDER  -  SECOND    CLASS 0
 HY0360
 HY0360.The horizontal coordinates were scaled from a topographic map and have
 HY0360.an estimated accuracy of +/- 6 seconds.
 HY0360
 HY0360.The orthometric height was determined by differential leveling
 HY0360.and adjusted by the National Geodetic Survey in June 1991..
 HY0360
 HY0360.The geoid height was determined by GEOID03.
 HY0360
 HY0360.The dynamic height is computed by dividing the NAVD 88
 HY0360.geopotential number by the normal gravity value computed on the
 HY0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0360.degrees latitude (g = 980.6199 gals.).
 HY0360
 HY0360.The modeled gravity was interpolated from observed gravity values.
 HY0360
 HY0360;                    North         East    Units  Estimated Accuracy
 HY0360;SPC OH S     -   102,610.      617,050.      MT  (+/- 180 meters Scaled)
 HY0360
 HY0360                          SUPERSEDED SURVEY CONTROL
 HY0360
 HY0360  NGVD 29 (??/??/92)  212.293  (m)          696.50   (f) ADJ UNCH    2 0
 HY0360
 HY0360.Superseded values are not recommended for survey control.
 HY0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0360.See file dsdata.txt to determine how the superseded data were derived.
 HY0360
 HY0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD870091(NAD 83)
 HY0360_MARKER: DB = BENCH MARK DISK
 HY0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0360_STAMPING: D 199 1958
 HY0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0360+STABILITY: SURFACE MOTION
 HY0360
 HY0360  HISTORY     - Date     Condition        Report By
 HY0360  HISTORY     - 1958     MONUMENTED       CGS
 HY0360
 HY0360                          STATION DESCRIPTION
 HY0360
 HY0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0360'4.4 MI SE FROM VINTON.
 HY0360'ABOUT 4.35 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0360'FROM THE STATION AT VINTON, IN SECTION 29 OR 30, R 15W, T 6N,
 HY0360'ABOUT 0.45 MILE NORTHWEST OF MILE POST 105, ABOUT 0.35 MILE
 HY0360'NORTHWEST OF THE CROSSING OF STATE HIGHWAY 554 AT BIDWELL, 29 FEET
 HY0360'NORTHEAST OF NORTHEAST RAIL OF THE SIDE TRACK, 43 1/2 FEET NORTHEAST
 HY0360'OF NORTHEAST RAIL OF THE MAIN TRACK, AT THE OUTSIDE OF A CURVE WITH
 HY0360'TANGENTS TO THE SOUTH AND NORTHWEST, 16 1/2 FEET SOUTHWEST OF THE
 HY0360'CENTER LINE OF GRAVEL ROAD WHICH IS PARALLEL TO THE TRACK TO THE
 HY0360'SOUTHEAST AND LEAVING THE TRACK TO THE NORTH, 3.3 FEET NORTH
 HY0360'OF TELEPHONE POLE WITH A GUY WIRE AND NUMBERED D ON THE CROSS BAR,
 HY0360'229 FEET NORTH AND ACROSS THE TRACKS FROM A WHISTLE POST, ABOUT
 HY0360'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 HY0360'PROJECTING 3 INCHES.  NOTE-- THE MARK MAY BE REACHED FROM KERRS,
 HY0360'GALLIA COUNTY, BY GOING NORTHWEST FOR 4.45 MILES FROM THE STATION
 HY0360'ALONG THE CHESAPEAKE AND OHIO RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0399 ***********************************************************************
 MC0399  DESIGNATION -  D 20
 MC0399  PID         -  MC0399
 MC0399  STATE/COUNTY-  OH/SANDUSKY
 MC0399  USGS QUAD   -  LINDSEY (1969)
 MC0399
 MC0399                         *CURRENT SURVEY CONTROL
 MC0399  ___________________________________________________________________
 MC0399* NAD 83(1986)-  41 25 03.     (N)    083 08 08.     (W)     SCALED    
 MC0399* NAVD 88     -       180.595  (meters)     592.50   (feet)  POSTED    
 MC0399  ___________________________________________________________________
 MC0399  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC0399  DYNAMIC HT  -         180.520 (meters)     592.26  (feet)  COMP
 MC0399  MODELED GRAV-     980,207.5   (mgal)                       NAVD 88
 MC0399
 MC0399  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MC0399
 MC0399.The horizontal coordinates were scaled from a topographic map and have
 MC0399.an estimated accuracy of +/- 6 seconds.
 MC0399
 MC0399.The orthometric height was determined by differential leveling
 MC0399.and adjusted by the National Geodetic Survey in 1992..
 MC0399.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MC0399.rate of 2.1 thru 3.0 mm/km.
 MC0399
 MC0399.The geoid height was determined by GEOID03.
 MC0399
 MC0399.The dynamic height is computed by dividing the NAVD 88
 MC0399.geopotential number by the normal gravity value computed on the
 MC0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0399.degrees latitude (g = 980.6199 gals.).
 MC0399
 MC0399.The modeled gravity was interpolated from observed gravity values.
 MC0399
 MC0399;                    North         East    Units  Estimated Accuracy
 MC0399;SPC OH N     -   194,620.      546,870.      MT  (+/- 180 meters Scaled)
 MC0399
 MC0399                          SUPERSEDED SURVEY CONTROL
 MC0399
 MC0399  NGVD 29 (??/??/92)  180.888  (m)          593.46   (f) ADJ UNCH    2 0
 MC0399
 MC0399.Superseded values are not recommended for survey control.
 MC0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0399.See file dsdata.txt to determine how the superseded data were derived.
 MC0399
 MC0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF215873(NAD 83)
 MC0399_MARKER: DB = BENCH MARK DISK
 MC0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0399_STAMPING: D 20 1934
 MC0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0399+STABILITY: SURFACE MOTION
 MC0399
 MC0399  HISTORY     - Date     Condition        Report By
 MC0399  HISTORY     - 1934     MONUMENTED       CGS
 MC0399
 MC0399                          STATION DESCRIPTION
 MC0399
 MC0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0399'AT KINGSWAY.
 MC0399'AT KINGSWAY, SANDUSKY COUNTY, ON THE NEW YORK, CHICAGO AND ST.
 MC0399'LOUIS RAILROAD, 44 FEET SOUTH OF THE SOUTH END OF THE STATION,
 MC0399'25.5 FEET WEST OF THE WEST RAIL, 19.5 FEET EAST OF THE EAST
 MC0399'EDGE OF THE BRICK PAVEMENT OF STATE HIGHWAY 19, 14.5 FEET
 MC0399'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE HEADWALL OF A
 MC0399'HIGHWAY CULVERT, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 MC0399'STANDARD DISK, STAMPED D 20 1934 AND SET IN THE TOP OF A
 MC0399'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2554 ***********************************************************************
 HY2554  DESIGNATION -  D 200 RESET
 HY2554  PID         -  HY2554
 HY2554  STATE/COUNTY-  OH/GALLIA
 HY2554  USGS QUAD   -  RODNEY (1983)
 HY2554
 HY2554                         *CURRENT SURVEY CONTROL
 HY2554  ___________________________________________________________________
 HY2554* NAD 83(1986)-  38 50 32.     (N)    082 15 33.     (W)     SCALED    
 HY2554* NAVD 88     -       179.99   (meters)     590.5    (feet)  RESET     
 HY2554  ___________________________________________________________________
 HY2554  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HY2554
 HY2554  VERT ORDER  -  THIRD
 HY2554
 HY2554.The horizontal coordinates were scaled from a topographic map and have
 HY2554.an estimated accuracy of +/- 6 seconds.
 HY2554
 HY2554.The orthometric height was computed from unverified reset data.
 HY2554.No vertical observational check was made to the station.
 HY2554
 HY2554.The geoid height was determined by GEOID03.
 HY2554
 HY2554;                    North         East    Units  Estimated Accuracy
 HY2554;SPC OH S     -    93,530.      620,910.      MT  (+/- 180 meters Scaled)
 HY2554
 HY2554                          SUPERSEDED SURVEY CONTROL
 HY2554
 HY2554  NGVD 29 (10/13/05)  180.18   (m)          591.1    (f) RESET       3  
 HY2554
 HY2554.Superseded values are not recommended for survey control.
 HY2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2554.See file dsdata.txt to determine how the superseded data were derived.
 HY2554
 HY2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD907000(NAD 83)
 HY2554_MARKER: DV = VERTICAL CONTROL DISK
 HY2554_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HY2554_SP_SET: CULVERT
 HY2554_STAMPING: D 200 RESET 1992
 HY2554_MARK LOGO: NGS   
 HY2554_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2554+STABILITY: SURFACE MOTION
 HY2554
 HY2554  HISTORY     - Date     Condition        Report By
 HY2554  HISTORY     - 1992     MONUMENTED       OHDT
 HY2554
 HY2554                          STATION DESCRIPTION
 HY2554
 HY2554'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1992
 HY2554'1.35 MILES (2.17 KM) WEST ALONG COUNTY ROAD 35, WITH JUNCTION OF STATE
 HY2554'ROUTE 160, 0.65 MILES (1.05 KM) WEST OF ORIGINAL MARK ALONG COUNTY
 HY2554'ROAD 35, TO WEST ENTRANCE TO SPRING VALLEY CINEMA, 40 FT (12.2 M)
 HY2554'WEST OF CENTERLINE OF ROUTE 35, 50 FT (15.2 M) NORTH OF ENTRANCE TO
 HY2554'CINEMA, IN THE WEST END OF CULVERT, A WITNESS POST WAS SET 2 FEET
 HY2554'(0.6 M) EAST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0063 ***********************************************************************
 HY0063  DESIGNATION -  D 201
 HY0063  PID         -  HY0063
 HY0063  STATE/COUNTY-  OH/GALLIA
 HY0063  USGS QUAD   -  RIO GRANDE (1975)
 HY0063
 HY0063                         *CURRENT SURVEY CONTROL
 HY0063  ___________________________________________________________________
 HY0063* NAD 83(1986)-  38 53 56.     (N)    082 26 38.     (W)     SCALED    
 HY0063* NAVD 88     -       210.472  (meters)     690.52   (feet)  ADJUSTED  
 HY0063  ___________________________________________________________________
 HY0063  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HY0063  DYNAMIC HT  -         210.337 (meters)     690.08  (feet)  COMP
 HY0063  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 HY0063
 HY0063  VERT ORDER  -  SECOND    CLASS 0
 HY0063
 HY0063.The horizontal coordinates were scaled from a topographic map and have
 HY0063.an estimated accuracy of +/- 6 seconds.
 HY0063
 HY0063.The orthometric height was determined by differential leveling
 HY0063.and adjusted by the National Geodetic Survey in June 1991..
 HY0063
 HY0063.The geoid height was determined by GEOID03.
 HY0063
 HY0063.The dynamic height is computed by dividing the NAVD 88
 HY0063.geopotential number by the normal gravity value computed on the
 HY0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0063.degrees latitude (g = 980.6199 gals.).
 HY0063
 HY0063.The modeled gravity was interpolated from observed gravity values.
 HY0063
 HY0063;                    North         East    Units  Estimated Accuracy
 HY0063;SPC OH S     -    99,790.      604,870.      MT  (+/- 180 meters Scaled)
 HY0063
 HY0063                          SUPERSEDED SURVEY CONTROL
 HY0063
 HY0063  NGVD 29 (??/??/92)  210.660  (m)          691.14   (f) ADJ UNCH    2 0
 HY0063
 HY0063.Superseded values are not recommended for survey control.
 HY0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0063.See file dsdata.txt to determine how the superseded data were derived.
 HY0063
 HY0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD747065(NAD 83)
 HY0063_MARKER: DB = BENCH MARK DISK
 HY0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0063_SP_SET: BUILDING
 HY0063_STAMPING: D 201 1958
 HY0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0063
 HY0063  HISTORY     - Date     Condition        Report By
 HY0063  HISTORY     - 1958     MONUMENTED       CGS
 HY0063  HISTORY     - 1976     GOOD             NGS
 HY0063
 HY0063                          STATION DESCRIPTION
 HY0063
 HY0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0063'AT THURMAN.
 HY0063'AT THURMAN, IN SECTION 19, R 16W, T 7N, ABOUT 0.25 MILES EAST
 HY0063'ALONG U.S. HIGHWAY 35 FROM ITS JUNCTION WITH STATE HIGHWAY 279,
 HY0063'THENCE 0.1 MILE NORTH ALONG A STREET, AT THE CENTERVILLE RURAL
 HY0063'SCHOOL BUILDING, SET VERTICALLY IN THE SOUTH FACE OF THE 1 1/2-STORY
 HY0063'SCHOOL BUILDING, 1.4 FEET EAST OF THE SOUTHWEST CORNER OF THE
 HY0063'SCHOOL BUILDING, 120 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 HY0063'STREET IN FRONT OF THE SCHOOL, 178 FEET WEST OF THE NORTH-SOUTH
 HY0063'STREET ON THE EAST SIDE OF THE SCHOOL, ABOUT 1 1/2 FEET ABOVE
 HY0063'THE LEVEL OF THE SIDEWALK, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HY0063'GROUND.
 HY0063
 HY0063                          STATION RECOVERY (1976)
 HY0063
 HY0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0393 ***********************************************************************
 HY0393  DESIGNATION -  D 202
 HY0393  PID         -  HY0393
 HY0393  STATE/COUNTY-  OH/GALLIA
 HY0393  USGS QUAD   -  PATRIOT (1990)
 HY0393
 HY0393                         *CURRENT SURVEY CONTROL
 HY0393  ___________________________________________________________________
 HY0393* NAD 83(1986)-  38 48 40.     (N)    082 25 01.     (W)     SCALED    
 HY0393* NAVD 88     -       216.938  (meters)     711.74   (feet)  ADJUSTED  
 HY0393  ___________________________________________________________________
 HY0393  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HY0393  DYNAMIC HT  -         216.799 (meters)     711.28  (feet)  COMP
 HY0393  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 HY0393
 HY0393  VERT ORDER  -  SECOND    CLASS 0
 HY0393
 HY0393.The horizontal coordinates were scaled from a topographic map and have
 HY0393.an estimated accuracy of +/- 6 seconds.
 HY0393
 HY0393.The orthometric height was determined by differential leveling
 HY0393.and adjusted by the National Geodetic Survey in June 1991..
 HY0393
 HY0393.The geoid height was determined by GEOID03.
 HY0393
 HY0393.The dynamic height is computed by dividing the NAVD 88
 HY0393.geopotential number by the normal gravity value computed on the
 HY0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0393.degrees latitude (g = 980.6199 gals.).
 HY0393
 HY0393.The modeled gravity was interpolated from observed gravity values.
 HY0393
 HY0393;                    North         East    Units  Estimated Accuracy
 HY0393;SPC OH S     -    90,050.      607,210.      MT  (+/- 180 meters Scaled)
 HY0393
 HY0393                          SUPERSEDED SURVEY CONTROL
 HY0393
 HY0393  NGVD 29 (??/??/92)  217.124  (m)          712.35   (f) ADJ UNCH    2 0
 HY0393
 HY0393.Superseded values are not recommended for survey control.
 HY0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0393.See file dsdata.txt to determine how the superseded data were derived.
 HY0393
 HY0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC769967(NAD 83)
 HY0393_MARKER: DB = BENCH MARK DISK
 HY0393_SETTING: 66 = SET IN ROCK OUTCROP
 HY0393_SP_SET: SHALY CUT
 HY0393_STAMPING: D 202 1958
 HY0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0393+STABILITY: POSITION/ELEVATION WELL
 HY0393
 HY0393  HISTORY     - Date     Condition        Report By
 HY0393  HISTORY     - 1958     MONUMENTED       CGS
 HY0393  HISTORY     - 1976     GOOD             NGS
 HY0393
 HY0393                          STATION DESCRIPTION
 HY0393
 HY0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0393'1.4 MI NW FROM GAGE.
 HY0393'ABOUT 0.3 MILES NORTHWEST ALONG STATE HIGHWAY 325 FROM ITS
 HY0393'JUNCTION WITH STATE HIGHWAY 141 AT GAGE, THENCE 1.15 MILES
 HY0393'NORTHWEST ALONG A GRAVEL ROAD, IN SECTION 21, T 5N, R 16W,
 HY0393'ABOUT 0.15 MILES NORTH OF JUNCTION OF ROAD WEST, SET VERTICALLY
 HY0393'IN THE WEST FACE OF SOLID ROCK IN BOTTOM OF A SHALY CUT, 11
 HY0393'YARDS SOUTH OF THE NORTH END OF CUT, 199 FEET SOUTH OF CENTER
 HY0393'OF JUNCTION OF ROAD EAST, 138 FEET SOUTH OF THE CENTER OF EAST
 HY0393'END OF A 4-FOOT STONE BOX CULVERT, 19 FEET EAST OF THE CENTER
 HY0393'LINE OF THE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 HY0393
 HY0393                          STATION RECOVERY (1976)
 HY0393
 HY0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0104 ***********************************************************************
 HY0104  DESIGNATION -  D 204
 HY0104  PID         -  HY0104
 HY0104  STATE/COUNTY-  OH/LAWRENCE
 HY0104  USGS QUAD   -  WATERLOO (1988)
 HY0104
 HY0104                         *CURRENT SURVEY CONTROL
 HY0104  ___________________________________________________________________
 HY0104* NAD 83(1986)-  38 38 32.     (N)    082 25 50.     (W)     SCALED    
 HY0104* NAVD 88     -       213.273  (meters)     699.71   (feet)  ADJUSTED  
 HY0104  ___________________________________________________________________
 HY0104  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY0104  DYNAMIC HT  -         213.133 (meters)     699.25  (feet)  COMP
 HY0104  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 HY0104
 HY0104  VERT ORDER  -  SECOND    CLASS 0
 HY0104
 HY0104.The horizontal coordinates were scaled from a topographic map and have
 HY0104.an estimated accuracy of +/- 6 seconds.
 HY0104
 HY0104.The orthometric height was determined by differential leveling
 HY0104.and adjusted by the National Geodetic Survey in June 1991..
 HY0104
 HY0104.The geoid height was determined by GEOID03.
 HY0104
 HY0104.The dynamic height is computed by dividing the NAVD 88
 HY0104.geopotential number by the normal gravity value computed on the
 HY0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0104.degrees latitude (g = 980.6199 gals.).
 HY0104
 HY0104.The modeled gravity was interpolated from observed gravity values.
 HY0104
 HY0104;                    North         East    Units  Estimated Accuracy
 HY0104;SPC OH S     -    71,300.      606,050.      MT  (+/- 180 meters Scaled)
 HY0104
 HY0104                          SUPERSEDED SURVEY CONTROL
 HY0104
 HY0104  NGVD 29 (??/??/92)  213.455  (m)          700.31   (f) ADJ UNCH    2 0
 HY0104
 HY0104.Superseded values are not recommended for survey control.
 HY0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0104.See file dsdata.txt to determine how the superseded data were derived.
 HY0104
 HY0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC755780(NAD 83)
 HY0104_MARKER: DB = BENCH MARK DISK
 HY0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0104_STAMPING: D 204 1958
 HY0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0104+STABILITY: SURFACE MOTION
 HY0104
 HY0104  HISTORY     - Date     Condition        Report By
 HY0104  HISTORY     - 1958     MONUMENTED       CGS
 HY0104
 HY0104                          STATION DESCRIPTION
 HY0104
 HY0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0104'2.3 MI NE FROM WILGUS.
 HY0104'ABOUT 2.3 MILES NORTHEAST ALONG STATE HIGHWAY 775 FROM ITS
 HY0104'JUNCTION WITH STATE HIGHWAY 141 AT WILGUS, IN SECTION 16, T 3N,
 HY0104'R 16W, ABOUT 0.9 MILE NORTHEAST OF A SHARP CURVE IN HIGHWAY 775
 HY0104'AND A GRAVEL ROAD SOUTH, ON A NARROW FLAT PIECE OF GROUND
 HY0104'BETWEEN THE HIGHWAY AND THE FOOT OF THE HILL, 24 FEET SOUTHEAST
 HY0104'OF THE CENTER LINE OF THE HIGHWAY, 236 FEET SOUTHWEST OF THE
 HY0104'SOUTHEAST END OF A 15-INCH PIPE CULVERT WITH A CONCRETE HEADWALL,
 HY0104'73 FEET NORTHEAST OF THE SOUTHEAST END OF A 15-INCH PIPE CULVERT,
 HY0104'7 FEET NORTHEAST OF A DELAPIDATED PROPERTY FENCE LINE, 2 FEET
 HY0104'SOUTH OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 HY0104'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0209 ***********************************************************************
 HY0209  DESIGNATION -  D 205
 HY0209  PID         -  HY0209
 HY0209  STATE/COUNTY-  OH/LAWRENCE
 HY0209  USGS QUAD   -  AID (1985)
 HY0209
 HY0209                         *CURRENT SURVEY CONTROL
 HY0209  ___________________________________________________________________
 HY0209* NAD 83(1986)-  38 33 17.     (N)    082 27 28.     (W)     SCALED    
 HY0209* NAVD 88     -       177.814  (meters)     583.38   (feet)  ADJUSTED  
 HY0209  ___________________________________________________________________
 HY0209  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 HY0209  DYNAMIC HT  -         177.697 (meters)     582.99  (feet)  COMP
 HY0209  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 HY0209
 HY0209  VERT ORDER  -  SECOND    CLASS 0
 HY0209
 HY0209.The horizontal coordinates were scaled from a topographic map and have
 HY0209.an estimated accuracy of +/- 6 seconds.
 HY0209
 HY0209.The orthometric height was determined by differential leveling
 HY0209.and adjusted by the National Geodetic Survey in June 1991..
 HY0209
 HY0209.The geoid height was determined by GEOID03.
 HY0209
 HY0209.The dynamic height is computed by dividing the NAVD 88
 HY0209.geopotential number by the normal gravity value computed on the
 HY0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0209.degrees latitude (g = 980.6199 gals.).
 HY0209
 HY0209.The modeled gravity was interpolated from observed gravity values.
 HY0209
 HY0209;                    North         East    Units  Estimated Accuracy
 HY0209;SPC OH S     -    61,580.      603,680.      MT  (+/- 180 meters Scaled)
 HY0209
 HY0209                          SUPERSEDED SURVEY CONTROL
 HY0209
 HY0209  NGVD 29 (??/??/92)  177.997  (m)          583.98   (f) ADJ UNCH    2 0
 HY0209
 HY0209.Superseded values are not recommended for survey control.
 HY0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0209.See file dsdata.txt to determine how the superseded data were derived.
 HY0209
 HY0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC729683(NAD 83)
 HY0209_MARKER: DB = BENCH MARK DISK
 HY0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0209_SP_SET: CULVERT
 HY0209_STAMPING: D 205 1958
 HY0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0209
 HY0209  HISTORY     - Date     Condition        Report By
 HY0209  HISTORY     - 1958     MONUMENTED       CGS
 HY0209  HISTORY     - 1976     GOOD             NGS
 HY0209
 HY0209                          STATION DESCRIPTION
 HY0209
 HY0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0209'2 MI W FROM DOBBSTON.
 HY0209'ABOUT 2.05 MILES WEST ALONG STATE HIGHWAY 217 FROM ITS CROSSING
 HY0209'OF THE NORTH-SOUTH CROSS ROAD AT DOBBSTON, IN SECTION 18, T 2N,
 HY0209'R 16W, ABOUT 0.3 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 378
 HY0209'LEADING SOUTH, ABOUT 0.1 MILE WEST OF A TWO-STORY TAN BRICK
 HY0209'WINDSOR SCHOOL HOUSE, ABOUT 0.15 MILE WEST OF A Y-JUNCTION OF
 HY0209'GRAVEL ROAD LEADING NORTHEAST, SET IN THE TOP OF THE WEST END OF
 HY0209'THE NORTH HEADWALL OF A SKEW 8-FOOT CONCRETE CULVERT FOR A CREEK
 HY0209'BRANCH, 15 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 HY0209'LEVEL WITH THE HIGHWAY.
 HY0209
 HY0209                          STATION RECOVERY (1976)
 HY0209
 HY0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0347 ***********************************************************************
 HY0347  DESIGNATION -  D 206
 HY0347  PID         -  HY0347
 HY0347  STATE/COUNTY-  OH/GALLIA
 HY0347  USGS QUAD   -  ADDISON (1989)
 HY0347
 HY0347                         *CURRENT SURVEY CONTROL
 HY0347  ___________________________________________________________________
 HY0347* NAD 83(1986)-  38 58 35.     (N)    082 12 54.     (W)     SCALED    
 HY0347* NAVD 88     -       203.244  (meters)     666.81   (feet)  ADJUSTED  
 HY0347  ___________________________________________________________________
 HY0347  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HY0347  DYNAMIC HT  -         203.116 (meters)     666.39  (feet)  COMP
 HY0347  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 HY0347
 HY0347  VERT ORDER  -  SECOND    CLASS 0
 HY0347
 HY0347.The horizontal coordinates were scaled from a topographic map and have
 HY0347.an estimated accuracy of +/- 6 seconds.
 HY0347
 HY0347.The orthometric height was determined by differential leveling
 HY0347.and adjusted by the National Geodetic Survey in June 1991..
 HY0347
 HY0347.The geoid height was determined by GEOID03.
 HY0347
 HY0347.The dynamic height is computed by dividing the NAVD 88
 HY0347.geopotential number by the normal gravity value computed on the
 HY0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0347.degrees latitude (g = 980.6199 gals.).
 HY0347
 HY0347.The modeled gravity was interpolated from observed gravity values.
 HY0347
 HY0347;                    North         East    Units  Estimated Accuracy
 HY0347;SPC OH S     -   108,430.      624,700.      MT  (+/- 180 meters Scaled)
 HY0347
 HY0347                          SUPERSEDED SURVEY CONTROL
 HY0347
 HY0347  NGVD 29 (??/??/92)  203.426  (m)          667.41   (f) ADJ UNCH    2 0
 HY0347
 HY0347.Superseded values are not recommended for survey control.
 HY0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0347.See file dsdata.txt to determine how the superseded data were derived.
 HY0347
 HY0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD947148(NAD 83)
 HY0347_MARKER: DB = BENCH MARK DISK
 HY0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0347_STAMPING: D 206 1958
 HY0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0347+STABILITY: SURFACE MOTION
 HY0347
 HY0347  HISTORY     - Date     Condition        Report By
 HY0347  HISTORY     - 1958     MONUMENTED       CGS
 HY0347  HISTORY     - 1976     GOOD             NGS
 HY0347
 HY0347                          STATION DESCRIPTION
 HY0347
 HY0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0347'1.4 MI NE FROM ENO.
 HY0347'ABOUT 1.35 MILES NORTHEAST ALONG STATE HIGHWAY 554 FROM THE
 HY0347'JUNCTION OF VINTON-ENO ROAD AT ENO, AT THE JUNCTION OF A GRAVEL
 HY0347'ROAD NORTH, 240 FEET NORTH OF CENTER LINE OF HIGHWAY, 12 FEET
 HY0347'EAST OF CENTER LINE OF GRAVEL ROAD, 8 FEET NORTHWEST OF A 22-INCH
 HY0347'ELM TREE, 21 FEET WEST OF CENTER OF A CREEK BED, 1 FOOT WEST
 HY0347'OF A FENCE LINE, 2 FEET NORTH OF A CONCRETE WITNESS POST, AND SET
 HY0347'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HY0347
 HY0347                          STATION RECOVERY (1976)
 HY0347
 HY0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0352 ***********************************************************************
 JY0352  DESIGNATION -  D 207
 JY0352  PID         -  JY0352
 JY0352  STATE/COUNTY-  OH/MEIGS
 JY0352  USGS QUAD   -  WILKESVILLE (1995)
 JY0352
 JY0352                         *CURRENT SURVEY CONTROL
 JY0352  ___________________________________________________________________
 JY0352* NAD 83(1986)-  39 02 52.     (N)    082 16 36.     (W)     SCALED    
 JY0352* NAVD 88     -       208.772  (meters)     684.95   (feet)  ADJUSTED  
 JY0352  ___________________________________________________________________
 JY0352  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JY0352  DYNAMIC HT  -         208.640 (meters)     684.51  (feet)  COMP
 JY0352  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JY0352
 JY0352  VERT ORDER  -  SECOND    CLASS 0
 JY0352
 JY0352.The horizontal coordinates were scaled from a topographic map and have
 JY0352.an estimated accuracy of +/- 6 seconds.
 JY0352
 JY0352.The orthometric height was determined by differential leveling
 JY0352.and adjusted by the National Geodetic Survey in June 1991..
 JY0352
 JY0352.The geoid height was determined by GEOID03.
 JY0352
 JY0352.The dynamic height is computed by dividing the NAVD 88
 JY0352.geopotential number by the normal gravity value computed on the
 JY0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0352.degrees latitude (g = 980.6199 gals.).
 JY0352
 JY0352.The modeled gravity was interpolated from observed gravity values.
 JY0352
 JY0352;                    North         East    Units  Estimated Accuracy
 JY0352;SPC OH S     -   116,340.      619,330.      MT  (+/- 180 meters Scaled)
 JY0352
 JY0352                          SUPERSEDED SURVEY CONTROL
 JY0352
 JY0352  NGVD 29 (??/??/92)  208.958  (m)          685.56   (f) ADJ UNCH    2 0
 JY0352
 JY0352.Superseded values are not recommended for survey control.
 JY0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0352.See file dsdata.txt to determine how the superseded data were derived.
 JY0352
 JY0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD895228(NAD 83)
 JY0352_MARKER: DB = BENCH MARK DISK
 JY0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0352_STAMPING: D 207 1958
 JY0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0352+STABILITY: SURFACE MOTION
 JY0352
 JY0352  HISTORY     - Date     Condition        Report By
 JY0352  HISTORY     - 1958     MONUMENTED       CGS
 JY0352
 JY0352                          STATION DESCRIPTION
 JY0352
 JY0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0352'0.6 MI SW FROM SALEM CENTER.
 JY0352'ABOUT 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE
 JY0352'SCHOOL AT SALEM CENTER, ABOUT 0.4 MILE SOUTHWEST OF ROAD
 JY0352'JUNCTION AND METHODIST CHURCH AT SALEM CENTER, 122 YARDS EAST
 JY0352'OF JUNCTION OF A GRAVEL ROAD SOUTH, NEAR A HILL SIDE CEMETERY,
 JY0352'33 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY, 111 FEET WEST OF
 JY0352'CEMETERY GATE, 73 FEET EAST OF TELEPHONE POLE NO. L 1327-86,
 JY0352'1 FOOT NORTH OF CEMETERY FENCE, 2 1/2 FEET EAST OF A CONCRETE
 JY0352'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP
 JY0352'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1091 ***********************************************************************
 HY1091  DESIGNATION -  D 208
 HY1091  PID         -  HY1091
 HY1091  STATE/COUNTY-  OH/SCIOTO
 HY1091  USGS QUAD   -  PORTSMOUTH (1975)
 HY1091
 HY1091                         *CURRENT SURVEY CONTROL
 HY1091  ___________________________________________________________________
 HY1091* NAD 83(1986)-  38 44 15.     (N)    082 58 19.     (W)     SCALED    
 HY1091* NAVD 88     -       163.389  (meters)     536.05   (feet)  ADJUSTED  
 HY1091  ___________________________________________________________________
 HY1091  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 HY1091  DYNAMIC HT  -         163.287 (meters)     535.72  (feet)  COMP
 HY1091  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 HY1091
 HY1091  VERT ORDER  -  SECOND    CLASS 0
 HY1091
 HY1091.The horizontal coordinates were scaled from a topographic map and have
 HY1091.an estimated accuracy of +/- 6 seconds.
 HY1091
 HY1091.The orthometric height was determined by differential leveling
 HY1091.and adjusted by the National Geodetic Survey in June 1991..
 HY1091
 HY1091.The geoid height was determined by GEOID03.
 HY1091
 HY1091.The dynamic height is computed by dividing the NAVD 88
 HY1091.geopotential number by the normal gravity value computed on the
 HY1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1091.degrees latitude (g = 980.6199 gals.).
 HY1091
 HY1091.The modeled gravity was interpolated from observed gravity values.
 HY1091
 HY1091;                    North         East    Units  Estimated Accuracy
 HY1091;SPC OH S     -    81,980.      558,970.      MT  (+/- 180 meters Scaled)
 HY1091
 HY1091                          SUPERSEDED SURVEY CONTROL
 HY1091
 HY1091  NGVD 29 (??/??/92)  163.575  (m)          536.66   (f) ADJ UNCH    2 0
 HY1091
 HY1091.Superseded values are not recommended for survey control.
 HY1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1091.See file dsdata.txt to determine how the superseded data were derived.
 HY1091
 HY1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC286894(NAD 83)
 HY1091_MARKER: DB = BENCH MARK DISK
 HY1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1091_SP_SET: PIER BASE
 HY1091_STAMPING: D 208 1958
 HY1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1091
 HY1091  HISTORY     - Date     Condition        Report By
 HY1091  HISTORY     - 1958     MONUMENTED       CGS
 HY1091
 HY1091                          STATION DESCRIPTION
 HY1091
 HY1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1091'1.6 MI SE FROM PORTSMOUTH.
 HY1091'ABOUT 1.6 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1091'FROM THE STATION AT PORTSMOUTH, AT THE WEST END OF THE RAILWAY
 HY1091'YARDS, SET IN THE TOP OF THE WEST END OF THE CONCRETE BASE OF THE
 HY1091'PIER THAT IS BETWEEN THE N. AND W. RY. AND THE BALTIMORE AND OHIO
 HY1091'RAILROAD TRACKS AND UNDER THE OLD U.S. HIGHWAY 52 OVERPASS OVER
 HY1091'THE TRACKS, 6 FEET NORTH OF NORTH RAIL OF THE NORTH TRACK (N.
 HY1091'AND W. RY.), 7 FEET SOUTH OF THE SOUTH RAIL OF THE B. AND O.
 HY1091'RR.) TRACK, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1128 ***********************************************************************
 HY1128  DESIGNATION -  D 209
 HY1128  PID         -  HY1128
 HY1128  STATE/COUNTY-  OH/JACKSON
 HY1128  USGS QUAD   -  SOUTH WEBSTER (1975)
 HY1128
 HY1128                         *CURRENT SURVEY CONTROL
 HY1128  ___________________________________________________________________
 HY1128* NAD 83(1986)-  38 51 05.     (N)    082 37 52.     (W)     SCALED    
 HY1128* NAVD 88     -       209.149  (meters)     686.18   (feet)  ADJUSTED  
 HY1128  ___________________________________________________________________
 HY1128  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 HY1128  DYNAMIC HT  -         209.016 (meters)     685.75  (feet)  COMP
 HY1128  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 HY1128
 HY1128  VERT ORDER  -  SECOND    CLASS 0
 HY1128
 HY1128.The horizontal coordinates were scaled from a topographic map and have
 HY1128.an estimated accuracy of +/- 6 seconds.
 HY1128
 HY1128.The orthometric height was determined by differential leveling
 HY1128.and adjusted by the National Geodetic Survey in June 1991..
 HY1128
 HY1128.The geoid height was determined by GEOID03.
 HY1128
 HY1128.The dynamic height is computed by dividing the NAVD 88
 HY1128.geopotential number by the normal gravity value computed on the
 HY1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1128.degrees latitude (g = 980.6199 gals.).
 HY1128
 HY1128.The modeled gravity was interpolated from observed gravity values.
 HY1128
 HY1128;                    North         East    Units  Estimated Accuracy
 HY1128;SPC OH S     -    94,520.      588,620.      MT  (+/- 180 meters Scaled)
 HY1128
 HY1128                          SUPERSEDED SURVEY CONTROL
 HY1128
 HY1128  NGVD 29 (??/??/92)  209.326  (m)          686.76   (f) ADJ UNCH    2 0
 HY1128
 HY1128.Superseded values are not recommended for survey control.
 HY1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1128.See file dsdata.txt to determine how the superseded data were derived.
 HY1128
 HY1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD584015(NAD 83)
 HY1128_MARKER: DB = BENCH MARK DISK
 HY1128_SETTING: 66 = SET IN ROCK OUTCROP
 HY1128_SP_SET: ROCK CUT
 HY1128_STAMPING: D 209 1958
 HY1128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1128+STABILITY: POSITION/ELEVATION WELL
 HY1128
 HY1128  HISTORY     - Date     Condition        Report By
 HY1128  HISTORY     - 1958     MONUMENTED       CGS
 HY1128
 HY1128                          STATION DESCRIPTION
 HY1128
 HY1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1128'5.4 MI SW FROM OAK HILL.
 HY1128'ABOUT 5.45 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1128'FROM THE STATION AT OAK HILL, IN SECTION 34, T 6N, R 18W, ABOUT
 HY1128'100 YARDS EAST AND ACROSS A SMALL STREAM FROM MILEAGE POLE
 HY1128'30-11, AT THE INSIDE AND AT THE NORTHEAST END OF A CURVE IN STATE
 HY1128'HIGHWAY 140 WITH TANGENTS TO THE SOUTH AND NORTHEAST, SET IN
 HY1128'THE TOP OF A SMALL HOLE OR FLAT SPOT ON THE NORTHWEST FACE OF
 HY1128'A ROCK 45-FEET LONG AND 4-FEET HIGH AND WHICH IS PART OF A
 HY1128'CUT SOUTHEAST OF THE HIGHWAY, 19 FEET SOUTHEAST OF THE CENTER
 HY1128'LINE OF THE HIGHWAY, 78 1/2 FEET SOUTHWEST OF THE SOUTHEAST
 HY1128'END OF A 24-INCH PIPE CULVERT, 12 FEET SOUTHWEST OF THE NORTHEAST
 HY1128'END OF THE CUT, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0428 ***********************************************************************
 MC0428  DESIGNATION -  D 21
 MC0428  PID         -  MC0428
 MC0428  STATE/COUNTY-  OH/SENECA
 MC0428  USGS QUAD   -  ALVADA (1972)
 MC0428
 MC0428                         *CURRENT SURVEY CONTROL
 MC0428  ___________________________________________________________________
 MC0428* NAD 83(1986)-  41 00 25.     (N)    083 23 55.     (W)     SCALED    
 MC0428* NAVD 88     -       246.900  (meters)     810.04   (feet)  POSTED    
 MC0428  ___________________________________________________________________
 MC0428  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 MC0428  DYNAMIC HT  -         246.790 (meters)     809.68  (feet)  COMP
 MC0428  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 MC0428
 MC0428  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MC0428
 MC0428.The horizontal coordinates were scaled from a topographic map and have
 MC0428.an estimated accuracy of +/- 6 seconds.
 MC0428
 MC0428.The orthometric height was determined by differential leveling
 MC0428.and adjusted by the National Geodetic Survey in 1992..
 MC0428.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MC0428.rate of 3.1 thru 4.0 mm/km.
 MC0428
 MC0428.The geoid height was determined by GEOID03.
 MC0428
 MC0428.The dynamic height is computed by dividing the NAVD 88
 MC0428.geopotential number by the normal gravity value computed on the
 MC0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0428.degrees latitude (g = 980.6199 gals.).
 MC0428
 MC0428.The modeled gravity was interpolated from observed gravity values.
 MC0428
 MC0428;                    North         East    Units  Estimated Accuracy
 MC0428;SPC OH N     -   149,220.      524,410.      MT  (+/- 180 meters Scaled)
 MC0428
 MC0428                          SUPERSEDED SURVEY CONTROL
 MC0428
 MC0428  NGVD 29 (??/??/92)  247.04   (m)          810.5    (f) COMPUTED    2 0
 MC0428
 MC0428.Superseded values are not recommended for survey control.
 MC0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0428.See file dsdata.txt to determine how the superseded data were derived.
 MC0428
 MC0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF982422(NAD 83)
 MC0428_MARKER: DB = BENCH MARK DISK
 MC0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0428_STAMPING: D 21 1934
 MC0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0428+STABILITY: SURFACE MOTION
 MC0428
 MC0428  HISTORY     - Date     Condition        Report By
 MC0428  HISTORY     - 1934     MONUMENTED       CGS
 MC0428
 MC0428                          STATION DESCRIPTION
 MC0428
 MC0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0428'2.9 MI S FROM ALVEDA.
 MC0428'2.9 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 MC0428'STATION AT ALVEDA, SENECA COUNTY, 67 FEET NORTHEAST OF THE CENTER
 MC0428'OF A GRAVEL-ROAD CROSSING, 52 FEET NORTH OF THE CENTERLINE OF THE
 MC0428'ROAD, 41 FEET EAST OF THE EAST RAIL, 7.8 FEET WEST OF THE FENCE,
 MC0428'AND ABOUT 25 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MC0428'D 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0102 ***********************************************************************
 HY0102  DESIGNATION -  D 210
 HY0102  PID         -  HY0102
 HY0102  STATE/COUNTY-  OH/LAWRENCE
 HY0102  USGS QUAD   -  WATERLOO (1988)
 HY0102
 HY0102                         *CURRENT SURVEY CONTROL
 HY0102  ___________________________________________________________________
 HY0102* NAD 83(1986)-  38 37 56.     (N)    082 26 26.     (W)     SCALED    
 HY0102* NAVD 88     -       196.198  (meters)     643.69   (feet)  ADJUSTED  
 HY0102  ___________________________________________________________________
 HY0102  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HY0102  DYNAMIC HT  -         196.070 (meters)     643.27  (feet)  COMP
 HY0102  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 HY0102
 HY0102  VERT ORDER  -  SECOND    CLASS 0
 HY0102
 HY0102.The horizontal coordinates were scaled from a topographic map and have
 HY0102.an estimated accuracy of +/- 6 seconds.
 HY0102
 HY0102.The orthometric height was determined by differential leveling
 HY0102.and adjusted by the National Geodetic Survey in June 1991..
 HY0102
 HY0102.The geoid height was determined by GEOID03.
 HY0102
 HY0102.The dynamic height is computed by dividing the NAVD 88
 HY0102.geopotential number by the normal gravity value computed on the
 HY0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0102.degrees latitude (g = 980.6199 gals.).
 HY0102
 HY0102.The modeled gravity was interpolated from observed gravity values.
 HY0102
 HY0102;                    North         East    Units  Estimated Accuracy
 HY0102;SPC OH S     -    70,190.      605,180.      MT  (+/- 180 meters Scaled)
 HY0102
 HY0102                          SUPERSEDED SURVEY CONTROL
 HY0102
 HY0102  NGVD 29 (??/??/92)  196.382  (m)          644.30   (f) ADJ UNCH    2 0
 HY0102
 HY0102.Superseded values are not recommended for survey control.
 HY0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0102.See file dsdata.txt to determine how the superseded data were derived.
 HY0102
 HY0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC746769(NAD 83)
 HY0102_MARKER: DB = BENCH MARK DISK
 HY0102_SETTING: 66 = SET IN ROCK OUTCROP
 HY0102_SP_SET: ROCK LEDGE
 HY0102_STAMPING: D 210 1958
 HY0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0102+STABILITY: POSITION/ELEVATION WELL
 HY0102
 HY0102  HISTORY     - Date     Condition        Report By
 HY0102  HISTORY     - 1958     MONUMENTED       CGS
 HY0102
 HY0102                          STATION DESCRIPTION
 HY0102
 HY0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0102'1 MI NE FROM WILGUS.
 HY0102'ABOUT 1.0 MILES NORTHEAST ALONG STATE HIGHWAY 775 FROM ITS
 HY0102'JUNCTION WITH STATE HIGHWAY 141 AT WILGUS, IN SECTION 20, T 3N,
 HY0102'R 16W, ABOUT 25 YARDS EAST OF THE EAST SIDE OF A BARN AT A
 HY0102'TWO-STORY WHITE HOUSE, SET IN THE TOP OF A NARROW LEDGE ON THE
 HY0102'WEST FACE AND AT THE SOUTH END OF A ROCK THAT IS A PART OF THE
 HY0102'HILLSIDE NORTH OF THE HIGHWAY, 135 FEET NORTH OF THE CENTER LINE
 HY0102'OF THE HIGHWAY AND THE CENTER OF A 6-FOOT BOX CULVERT, 15 FEET
 HY0102'NORTH OF THE SOUTH END OF THE ROCK, 21 FEET SOUTH OF THE
 HY0102'EXTENSION OF THE NORTH SIDE OF THE BARN, ABOUT 5 FEET ABOVE THE
 HY0102'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1331 ***********************************************************************
 HY1331  DESIGNATION -  D 211
 HY1331  PID         -  HY1331
 HY1331  STATE/COUNTY-  OH/SCIOTO
 HY1331  USGS QUAD   -  PEDRO (1983)
 HY1331
 HY1331                         *CURRENT SURVEY CONTROL
 HY1331  ___________________________________________________________________
 HY1331* NAD 83(1986)-  38 41 21.     (N)    082 42 38.     (W)     SCALED    
 HY1331* NAVD 88     -       179.300  (meters)     588.25   (feet)  ADJUSTED  
 HY1331  ___________________________________________________________________
 HY1331  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HY1331  DYNAMIC HT  -         179.185 (meters)     587.88  (feet)  COMP
 HY1331  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 HY1331
 HY1331  VERT ORDER  -  SECOND    CLASS 0
 HY1331
 HY1331.The horizontal coordinates were scaled from a topographic map and have
 HY1331.an estimated accuracy of +/- 6 seconds.
 HY1331
 HY1331.The orthometric height was determined by differential leveling
 HY1331.and adjusted by the National Geodetic Survey in June 1991..
 HY1331
 HY1331.The geoid height was determined by GEOID03.
 HY1331
 HY1331.The dynamic height is computed by dividing the NAVD 88
 HY1331.geopotential number by the normal gravity value computed on the
 HY1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1331.degrees latitude (g = 980.6199 gals.).
 HY1331
 HY1331.The modeled gravity was interpolated from observed gravity values.
 HY1331
 HY1331;                    North         East    Units  Estimated Accuracy
 HY1331;SPC OH S     -    76,530.      581,680.      MT  (+/- 180 meters Scaled)
 HY1331
 HY1331                          SUPERSEDED SURVEY CONTROL
 HY1331
 HY1331  NGVD 29 (??/??/92)  179.483  (m)          588.85   (f) ADJ UNCH    2 0
 HY1331
 HY1331.Superseded values are not recommended for survey control.
 HY1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1331.See file dsdata.txt to determine how the superseded data were derived.
 HY1331
 HY1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC512836(NAD 83)
 HY1331_MARKER: DB = BENCH MARK DISK
 HY1331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1331_SP_SET: BRIDGE
 HY1331_STAMPING: D 211 1958
 HY1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1331
 HY1331  HISTORY     - Date     Condition        Report By
 HY1331  HISTORY     - 1958     MONUMENTED       CGS
 HY1331
 HY1331                          STATION DESCRIPTION
 HY1331
 HY1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1331'4.5 MI SE FROM LYRA.
 HY1331'ABOUT 0.65 MILES EAST ALONG BLACKTOP ROAD FROM THE SCHOOL AT
 HY1331'LYRA, THENCE 1.0 MILES SOUTH ALONG GRAVEL ROAD, THENCE 2.85
 HY1331'MILES SOUTHEAST ALONG GRAVEL ROAD, IN SECTION 35, T 3N, T 19W,
 HY1331'ABOUT 0.9 MILE NORTH OF STATE HIGHWAY 522, ABOUT 0.75 MILE
 HY1331'SOUTHEAST OF A SIDE ROAD EAST, ABOUT 45 YARDS NORTHWEST OF THE
 HY1331'JUNCTION OF A PRIVATE GRAVEL ROAD NORTHEAST, SET IN THE TOP OF
 HY1331'THE WINGWALL AT THE NORTH CORNER OF A 10-FOOT CONCRETE BRIDGE,
 HY1331'10 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF
 HY1331'THE NORTHWEST END OF THE STEEL GUARD RAIL ALONG THE NORTHEAST
 HY1331'SIDE OF THE BRIDGE, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 HY1331'NOTE-- THE MARK MAY BE REACHED FROM POWELLSVILLE, SCIOTO COUNTY,
 HY1331'BY GOING EAST ALONG STATE HIGHWAY 522 FROM THE FREEWILL BAPTIST
 HY1331'CHURCH FOR 5.55 MI. THENCE 0.9 MILE NORTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1362 ***********************************************************************
 HY1362  DESIGNATION -  D 212
 HY1362  PID         -  HY1362
 HY1362  STATE/COUNTY-  OH/LAWRENCE
 HY1362  USGS QUAD   -  PEDRO (1983)
 HY1362
 HY1362                         *CURRENT SURVEY CONTROL
 HY1362  ___________________________________________________________________
 HY1362* NAD 83(1986)-  38 39 41.     (N)    082 39 30.     (W)     SCALED    
 HY1362* NAVD 88     -       187.772  (meters)     616.05   (feet)  ADJUSTED  
 HY1362  ___________________________________________________________________
 HY1362  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HY1362  DYNAMIC HT  -         187.652 (meters)     615.65  (feet)  COMP
 HY1362  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 HY1362
 HY1362  VERT ORDER  -  SECOND    CLASS 0
 HY1362
 HY1362.The horizontal coordinates were scaled from a topographic map and have
 HY1362.an estimated accuracy of +/- 6 seconds.
 HY1362
 HY1362.The orthometric height was determined by differential leveling
 HY1362.and adjusted by the National Geodetic Survey in June 1991..
 HY1362
 HY1362.The geoid height was determined by GEOID03.
 HY1362
 HY1362.The dynamic height is computed by dividing the NAVD 88
 HY1362.geopotential number by the normal gravity value computed on the
 HY1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1362.degrees latitude (g = 980.6199 gals.).
 HY1362
 HY1362.The modeled gravity was interpolated from observed gravity values.
 HY1362
 HY1362;                    North         East    Units  Estimated Accuracy
 HY1362;SPC OH S     -    73,440.      586,220.      MT  (+/- 180 meters Scaled)
 HY1362
 HY1362                          SUPERSEDED SURVEY CONTROL
 HY1362
 HY1362  NGVD 29 (??/??/92)  187.958  (m)          616.66   (f) ADJ UNCH    2 0
 HY1362
 HY1362.Superseded values are not recommended for survey control.
 HY1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1362.See file dsdata.txt to determine how the superseded data were derived.
 HY1362
 HY1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC557805(NAD 83)
 HY1362_MARKER: DB = BENCH MARK DISK
 HY1362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1362_SP_SET: ABUTMENT
 HY1362_STAMPING: D 212 1958
 HY1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1362
 HY1362  HISTORY     - Date     Condition        Report By
 HY1362  HISTORY     - 1958     MONUMENTED       CGS
 HY1362
 HY1362                          STATION DESCRIPTION
 HY1362
 HY1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1362'1.2 MI S FROM CENTER STATION.
 HY1362'ABOUT 1.25 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE MT.
 HY1362'CALVARY BAPTIST CHURCH AT CENTER STATION, IN SECTION 10, T 2N,
 HY1362'R 18W, ABOUT 0.1 MILE SOUTH OF A SCHOOL EAST OF THE HIGHWAY, SET
 HY1362'IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A 40-FOOT
 HY1362'BRIDGE OVER A SMALL CREEK, 13 FEET EAST OF THE CENTER LINE OF THE
 HY1362'HIGHWAY, 1/2 FOOT EAST OF THE EAST EDGE OF THE CONCRETE GUARD
 HY1362'RAIL ALONG THE EAST SIDE OF THE BRIDGE, ABOUT LEVEL WITH THE
 HY1362'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0976 ***********************************************************************
 HY0976  DESIGNATION -  D 213
 HY0976  PID         -  HY0976
 HY0976  STATE/COUNTY-  OH/LAWRENCE
 HY0976  USGS QUAD   -  CATLETTSBURG (1985)
 HY0976
 HY0976                         *CURRENT SURVEY CONTROL
 HY0976  ___________________________________________________________________
 HY0976* NAD 83(1986)-  38 28 21.     (N)    082 36 31.     (W)     SCALED    
 HY0976* NAVD 88     -       173.237  (meters)     568.36   (feet)  ADJUSTED  
 HY0976  ___________________________________________________________________
 HY0976  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 HY0976  DYNAMIC HT  -         173.123 (meters)     567.99  (feet)  COMP
 HY0976  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 HY0976
 HY0976  VERT ORDER  -  SECOND    CLASS 0
 HY0976
 HY0976.The horizontal coordinates were scaled from a topographic map and have
 HY0976.an estimated accuracy of +/- 6 seconds.
 HY0976
 HY0976.The orthometric height was determined by differential leveling
 HY0976.and adjusted by the National Geodetic Survey in June 1991..
 HY0976
 HY0976.The geoid height was determined by GEOID03.
 HY0976
 HY0976.The dynamic height is computed by dividing the NAVD 88
 HY0976.geopotential number by the normal gravity value computed on the
 HY0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0976.degrees latitude (g = 980.6199 gals.).
 HY0976
 HY0976.The modeled gravity was interpolated from observed gravity values.
 HY0976
 HY0976;                    North         East    Units  Estimated Accuracy
 HY0976;SPC OH S     -    52,460.      590,520.      MT  (+/- 180 meters Scaled)
 HY0976
 HY0976                          SUPERSEDED SURVEY CONTROL
 HY0976
 HY0976  NGVD 29 (??/??/92)  173.426  (m)          568.98   (f) ADJ UNCH    2 0
 HY0976
 HY0976.Superseded values are not recommended for survey control.
 HY0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0976.See file dsdata.txt to determine how the superseded data were derived.
 HY0976
 HY0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC596594(NAD 83)
 HY0976_MARKER: DB = BENCH MARK DISK
 HY0976_SETTING: 66 = SET IN ROCK OUTCROP
 HY0976_SP_SET: ROCK CUT
 HY0976_STAMPING: D 213 1958
 HY0976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0976+STABILITY: POSITION/ELEVATION WELL
 HY0976
 HY0976  HISTORY     - Date     Condition        Report By
 HY0976  HISTORY     - 1958     MONUMENTED       CGS
 HY0976
 HY0976                          STATION DESCRIPTION
 HY0976
 HY0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0976'1.8 MI E FROM COAL GROVE.
 HY0976'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 52 FROM THE OHIO RIVER
 HY0976'BRIDGE AT COAL GROVE, IN SECTION 18, T 1N, R 17W, ABOUT 0.1 MILE
 HY0976'NORTHWEST OF A SIDE ROAD EAST, SET VERTICALLY IN THE SOUTHWEST
 HY0976'FACE OF A ROCK ABOUT 65 FEET LONG AND 6 FEET HIGH IN A ROCK
 HY0976'CUT NORTHEAST OF THE HIGHWAY, 28 FEET NORTHEAST OF THE CENTER
 HY0976'LINE OF THE HIGHWAY, 16 FEET NORTHWEST OF THE SOUTHEAST END OF
 HY0976'THE ROCK, ABOUT 3 FEET ABOVE THE GROUND AND ABOUT 4 FEET ABOVE
 HY0976'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1374 ***********************************************************************
 HY1374  DESIGNATION -  D 214
 HY1374  PID         -  HY1374
 HY1374  STATE/COUNTY-  OH/LAWRENCE
 HY1374  USGS QUAD   -  GALLIA (1975)
 HY1374
 HY1374                         *CURRENT SURVEY CONTROL
 HY1374  ___________________________________________________________________
 HY1374* NAD 83(1986)-  38 46 28.     (N)    082 37 09.     (W)     SCALED    
 HY1374* NAVD 88     -       221.564  (meters)     726.91   (feet)  ADJUSTED  
 HY1374  ___________________________________________________________________
 HY1374  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY1374  DYNAMIC HT  -         221.422 (meters)     726.45  (feet)  COMP
 HY1374  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 HY1374
 HY1374  VERT ORDER  -  SECOND    CLASS 0
 HY1374
 HY1374.The horizontal coordinates were scaled from a topographic map and have
 HY1374.an estimated accuracy of +/- 6 seconds.
 HY1374
 HY1374.The orthometric height was determined by differential leveling
 HY1374.and adjusted by the National Geodetic Survey in June 1991..
 HY1374
 HY1374.The geoid height was determined by GEOID03.
 HY1374
 HY1374.The dynamic height is computed by dividing the NAVD 88
 HY1374.geopotential number by the normal gravity value computed on the
 HY1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1374.degrees latitude (g = 980.6199 gals.).
 HY1374
 HY1374.The modeled gravity was interpolated from observed gravity values.
 HY1374
 HY1374;                    North         East    Units  Estimated Accuracy
 HY1374;SPC OH S     -    85,980.      589,640.      MT  (+/- 180 meters Scaled)
 HY1374
 HY1374                          SUPERSEDED SURVEY CONTROL
 HY1374
 HY1374  NGVD 29 (??/??/92)  221.746  (m)          727.51   (f) ADJ UNCH    2 0
 HY1374
 HY1374.Superseded values are not recommended for survey control.
 HY1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1374.See file dsdata.txt to determine how the superseded data were derived.
 HY1374
 HY1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC593929(NAD 83)
 HY1374_MARKER: DB = BENCH MARK DISK
 HY1374_SETTING: 66 = SET IN ROCK OUTCROP
 HY1374_SP_SET: ROCK OUTCROP
 HY1374_STAMPING: D 214 1958
 HY1374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1374+STABILITY: POSITION/ELEVATION WELL
 HY1374
 HY1374  HISTORY     - Date     Condition        Report By
 HY1374  HISTORY     - 1958     MONUMENTED       CGS
 HY1374
 HY1374                          STATION DESCRIPTION
 HY1374
 HY1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1374'6.2 MI S FROM BLACK FORK JUNCTION.
 HY1374'ABOUT 6.25 MILES SOUTH ALONG STATE HIGHWAY 75 FROM ITS JUNCTION
 HY1374'WITH STATE HIGHWAY 140 AT BLACK FORK JUNCTION, IN SECTION 35,
 HY1374'T 4N, R 18W, ABOUT 0.15 MILE NORTHEAST OF A SMALL ROADSIDE PARK
 HY1374'WITH A WELL, ABOUT 99 YARDS SOUTHWEST OF THE SOUTH CORNER OF A
 HY1374'20-FOOT BRIDGE, SET VERTICALLY IN THE NORTHWEST FACE OF A LARGE
 HY1374'ROCK SOUTHEAST OF THE HIGHWAY, 23 FEET SOUTHEAST OF THE CENTER
 HY1374'LINE OF THE HIGHWAY, 4 FOOT SOUTHWEST OF A JOG IN THE ROCK AT
 HY1374'A POINT WHERE THE ROCK TURNS EAST AWAY FROM THE HIGHWAY, ABOUT
 HY1374'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK IS 0.85
 HY1374'MILE SOUTH OF BENCH MARK E 214 DESCRIBED ON LINE 106 ON THIS
 HY1374'QUADRANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0634 ***********************************************************************
 JY0634  DESIGNATION -  D 215
 JY0634  PID         -  JY0634
 JY0634  STATE/COUNTY-  OH/JACKSON
 JY0634  USGS QUAD   -  WELLSTON (1995)
 JY0634
 JY0634                         *CURRENT SURVEY CONTROL
 JY0634  ___________________________________________________________________
 JY0634* NAD 83(1986)-  39 03 46.     (N)    082 37 13.     (W)     SCALED    
 JY0634* NAVD 88     -       207.518  (meters)     680.83   (feet)  ADJUSTED  
 JY0634  ___________________________________________________________________
 JY0634  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JY0634  DYNAMIC HT  -         207.388 (meters)     680.41  (feet)  COMP
 JY0634  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 JY0634
 JY0634  VERT ORDER  -  SECOND    CLASS 0
 JY0634
 JY0634.The horizontal coordinates were scaled from a topographic map and have
 JY0634.an estimated accuracy of +/- 6 seconds.
 JY0634
 JY0634.The orthometric height was determined by differential leveling
 JY0634.and adjusted by the National Geodetic Survey in June 1991..
 JY0634
 JY0634.The geoid height was determined by GEOID03.
 JY0634
 JY0634.The dynamic height is computed by dividing the NAVD 88
 JY0634.geopotential number by the normal gravity value computed on the
 JY0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0634.degrees latitude (g = 980.6199 gals.).
 JY0634
 JY0634.The modeled gravity was interpolated from observed gravity values.
 JY0634
 JY0634;                    North         East    Units  Estimated Accuracy
 JY0634;SPC OH S     -   117,990.      589,590.      MT  (+/- 180 meters Scaled)
 JY0634
 JY0634                          SUPERSEDED SURVEY CONTROL
 JY0634
 JY0634  NGVD 29 (??/??/92)  207.693  (m)          681.41   (f) ADJ UNCH    2 0
 JY0634
 JY0634.Superseded values are not recommended for survey control.
 JY0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0634.See file dsdata.txt to determine how the superseded data were derived.
 JY0634
 JY0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD598249(NAD 83)
 JY0634_MARKER: DB = BENCH MARK DISK
 JY0634_SETTING: 66 = SET IN ROCK OUTCROP
 JY0634_SP_SET: ROCK CUT
 JY0634_STAMPING: D 215 1958
 JY0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0634+STABILITY: POSITION/ELEVATION WELL
 JY0634
 JY0634  HISTORY     - Date     Condition        Report By
 JY0634  HISTORY     - 1958     MONUMENTED       CGS
 JY0634
 JY0634                          STATION DESCRIPTION
 JY0634
 JY0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0634'1.6 MI E FROM JACKSON.
 JY0634'ABOUT 0.45 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 JY0634'HOUSE AT JACKSON, THENCE ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY
 JY0634'124, ABOUT 0.2 MILE EAST OF A 40-FOOT CONCRETE BRIDGE, ON THE
 JY0634'INSIDE OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST,
 JY0634'SET IN THE TOP OF A LONG ROCK CUT, 17 1/2 FEET NORTH OF CENTER
 JY0634'LINE OF HIGHWAY, 18 FEET EAST OF WEST END OF ROCK CUT, 35 FEET
 JY0634'SOUTHWEST OF A POWER POLE WITH TWO GUY WIRES ANCHORED IN TOP OF
 JY0634'ROCK CUT, 1 FOOT NORTH AND ABOVE A 6-INCH TRIANGLE CHISELED
 JY0634'IN SOUTH FACE OF ROCK AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1519 ***********************************************************************
 HY1519  DESIGNATION -  D 216
 HY1519  PID         -  HY1519
 HY1519  STATE/COUNTY-  OH/SCIOTO
 HY1519  USGS QUAD   -  WAKEFIELD (1986)
 HY1519
 HY1519                         *CURRENT SURVEY CONTROL
 HY1519  ___________________________________________________________________
 HY1519* NAD 83(1986)-  38 55 50.     (N)    083 00 09.     (W)     SCALED    
 HY1519* NAVD 88     -       199.233  (meters)     653.65   (feet)  ADJUSTED  
 HY1519  ___________________________________________________________________
 HY1519  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HY1519  DYNAMIC HT  -         199.111 (meters)     653.25  (feet)  COMP
 HY1519  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 HY1519
 HY1519  VERT ORDER  -  SECOND    CLASS 0
 HY1519
 HY1519.The horizontal coordinates were scaled from a topographic map and have
 HY1519.an estimated accuracy of +/- 6 seconds.
 HY1519
 HY1519.The orthometric height was determined by differential leveling
 HY1519.and adjusted by the National Geodetic Survey in June 1991..
 HY1519
 HY1519.The geoid height was determined by GEOID03.
 HY1519
 HY1519.The dynamic height is computed by dividing the NAVD 88
 HY1519.geopotential number by the normal gravity value computed on the
 HY1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1519.degrees latitude (g = 980.6199 gals.).
 HY1519
 HY1519.The modeled gravity was interpolated from observed gravity values.
 HY1519
 HY1519;                    North         East    Units  Estimated Accuracy
 HY1519;SPC OH S     -   103,430.      556,430.      MT  (+/- 180 meters Scaled)
 HY1519
 HY1519                          SUPERSEDED SURVEY CONTROL
 HY1519
 HY1519  NGVD 29 (??/??/92)  199.411  (m)          654.23   (f) ADJ UNCH    2 0
 HY1519
 HY1519.Superseded values are not recommended for survey control.
 HY1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1519.See file dsdata.txt to determine how the superseded data were derived.
 HY1519
 HY1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD264109(NAD 83)
 HY1519_MARKER: DB = BENCH MARK DISK
 HY1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1519_STAMPING: D 216 1958
 HY1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1519+STABILITY: SURFACE MOTION
 HY1519
 HY1519  HISTORY     - Date     Condition        Report By
 HY1519  HISTORY     - 1958     MONUMENTED       CGS
 HY1519
 HY1519                          STATION DESCRIPTION
 HY1519
 HY1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1519'4 MI SE FROM WAKEFIELD.
 HY1519'ABOUT 3.05 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1519'FROM THE STATION AT WAKEFIELD, THENCE 1.0 MILES EAST ALONG A
 HY1519'BLACKTOP ROAD, IN SECTION 7, T 5N, R 21W, ABOUT 0.15 MILE
 HY1519'SOUTHWEST OF A SIDE ROAD SOUTH, ON THE EAST SLOPE OF A CROOKED
 HY1519'HILL, AT THE JUNCTION OF A PRIVATE ROAD SOUTHWEST, 37 1/2 FEET
 HY1519'SOUTH OF THE CENTER LINE OF THE ROAD, 29 1/2 FEET SOUTHEAST OF
 HY1519'THE CENTER LINE OF THE PRIVATE ROAD, 2 1/2 FEET WEST OF A POWER
 HY1519'POLE, 28 FEET SOUTHWEST OF A T-FENCE CORNER, 8 FEET WEST OF THE
 HY1519'NORTH-SOUTH FENCE LINE, 2 FEET EAST OF A CONCRETE WITNESS POST,
 HY1519'ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 HY1519'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0607 ***********************************************************************
 JY0607  DESIGNATION -  D 217
 JY0607  PID         -  JY0607
 JY0607  STATE/COUNTY-  OH/PIKE
 JY0607  USGS QUAD   -  WAVERLY SOUTH (1992)
 JY0607
 JY0607                         *CURRENT SURVEY CONTROL
 JY0607  ___________________________________________________________________
 JY0607* NAD 83(1986)-  39 03 07.     (N)    082 58 46.     (W)     SCALED    
 JY0607* NAVD 88     -       178.387  (meters)     585.26   (feet)  ADJUSTED  
 JY0607  ___________________________________________________________________
 JY0607  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JY0607  DYNAMIC HT  -         178.278 (meters)     584.90  (feet)  COMP
 JY0607  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 JY0607
 JY0607  VERT ORDER  -  SECOND    CLASS 0
 JY0607
 JY0607.The horizontal coordinates were scaled from a topographic map and have
 JY0607.an estimated accuracy of +/- 6 seconds.
 JY0607
 JY0607.The orthometric height was determined by differential leveling
 JY0607.and adjusted by the National Geodetic Survey in June 1991..
 JY0607
 JY0607.The geoid height was determined by GEOID03.
 JY0607
 JY0607.The dynamic height is computed by dividing the NAVD 88
 JY0607.geopotential number by the normal gravity value computed on the
 JY0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0607.degrees latitude (g = 980.6199 gals.).
 JY0607
 JY0607.The modeled gravity was interpolated from observed gravity values.
 JY0607
 JY0607;                    North         East    Units  Estimated Accuracy
 JY0607;SPC OH S     -   116,890.      558,500.      MT  (+/- 180 meters Scaled)
 JY0607
 JY0607                          SUPERSEDED SURVEY CONTROL
 JY0607
 JY0607  NGVD 29 (??/??/92)  178.551  (m)          585.80   (f) ADJ UNCH    2 0
 JY0607
 JY0607.Superseded values are not recommended for survey control.
 JY0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0607.See file dsdata.txt to determine how the superseded data were derived.
 JY0607
 JY0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD287244(NAD 83)
 JY0607_MARKER: DB = BENCH MARK DISK
 JY0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0607_SP_SET: ABUTMENT
 JY0607_STAMPING: D 217 1958
 JY0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0607
 JY0607  HISTORY     - Date     Condition        Report By
 JY0607  HISTORY     - 1958     MONUMENTED       CGS
 JY0607
 JY0607                          STATION DESCRIPTION
 JY0607
 JY0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0607'4.1 MI SE FROM PIKETON.
 JY0607'ABOUT 1.45 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0607'FROM THE STATION AT PIKETON, THENCE ABOUT 2.65 MILES EAST ALONG
 JY0607'STATE HIGHWAY 124, ABOUT 0.9 MILE EAST OF A BLACK TOP ROAD CROSSING,
 JY0607'IN THE TOP OF THE SOUTHWEST END OF SOUTHEAST ABUTMENT OF A
 JY0607'130-FOOT CONCRETE AND STEEL BRIDGE OVER BEAVER CREEK, 21 FEET
 JY0607'SOUTHWEST OF CENTER LINE OF HIGHWAY, 3 FEET NORTHEAST OF SOUTHWEST
 JY0607'END OF ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- MARK
 JY0607'IS ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 124 FROM THE
 JY0607'OVERPASS OVER THE CHESAPEAKE AND OHIO RAILWAY AT GIVENS, PIKE
 JY0607'COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0560 ***********************************************************************
 JY0560  DESIGNATION -  D 218
 JY0560  PID         -  JY0560
 JY0560  STATE/COUNTY-  OH/ROSS
 JY0560  USGS QUAD   -  RICHMOND DALE (1992)
 JY0560
 JY0560                         *CURRENT SURVEY CONTROL
 JY0560  ___________________________________________________________________
 JY0560* NAD 83(1986)-  39 13 04.     (N)    082 48 16.     (W)     SCALED    
 JY0560* NAVD 88     -       179.521  (meters)     588.98   (feet)  ADJUSTED  
 JY0560  ___________________________________________________________________
 JY0560  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JY0560  DYNAMIC HT  -         179.411 (meters)     588.62  (feet)  COMP
 JY0560  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 JY0560
 JY0560  VERT ORDER  -  SECOND    CLASS 0
 JY0560
 JY0560.The horizontal coordinates were scaled from a topographic map and have
 JY0560.an estimated accuracy of +/- 6 seconds.
 JY0560
 JY0560.The orthometric height was determined by differential leveling
 JY0560.and adjusted by the National Geodetic Survey in June 1991..
 JY0560
 JY0560.The geoid height was determined by GEOID03.
 JY0560
 JY0560.The dynamic height is computed by dividing the NAVD 88
 JY0560.geopotential number by the normal gravity value computed on the
 JY0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0560.degrees latitude (g = 980.6199 gals.).
 JY0560
 JY0560.The modeled gravity was interpolated from observed gravity values.
 JY0560
 JY0560;                    North         East    Units  Estimated Accuracy
 JY0560;SPC OH S     -   135,230.      573,710.      MT  (+/- 180 meters Scaled)
 JY0560
 JY0560                          SUPERSEDED SURVEY CONTROL
 JY0560
 JY0560  NGVD 29 (??/??/92)  179.686  (m)          589.52   (f) ADJ UNCH    2 0
 JY0560
 JY0560.Superseded values are not recommended for survey control.
 JY0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0560.See file dsdata.txt to determine how the superseded data were derived.
 JY0560
 JY0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD442424(NAD 83)
 JY0560_MARKER: DB = BENCH MARK DISK
 JY0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0560_SP_SET: ABUTRMENT
 JY0560_STAMPING: D 218 1958
 JY0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY0560+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 JY0560
 JY0560  HISTORY     - Date     Condition        Report By
 JY0560  HISTORY     - 1958     MONUMENTED       CGS
 JY0560  HISTORY     - 20050305 GOOD             GEOCAC
 JY0560
 JY0560                          STATION DESCRIPTION
 JY0560
 JY0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0560'1.3 MI NE FROM RICHMONDALE.
 JY0560'ABOUT 1.3 MILES NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 JY0560'VIGO FROM SOUTHEASTERN HIGH SCHOOL AT RICHMONDALE, ABOUT 0.6
 JY0560'MILE NORTHEAST OF EAST CORNER OF A CEMETERY, ON THE OUTSIDE OF
 JY0560'A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, IN THE
 JY0560'TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A 20-FOOT CONCRETE
 JY0560'BRIDGE OVER A SMALL CREEK, 15 1/2 FEET WEST OF CENTER LINE OF
 JY0560'ROAD AND 1 FOOT BELOW LEVEL OF ROAD.  NOTE-- MARK IS ABOUT 2.4
 JY0560'MILES SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO RICHMONDALE
 JY0560'FROM CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT VIGO, ROSS
 JY0560'COUNTY.
 JY0560
 JY0560                          STATION RECOVERY (2005)
 JY0560
 JY0560'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0560'WAAS CORRECTED NAD83 HANDHELD GPS COORDINATES 39 13 04.1 N  82 48 14.7
 JY0560'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0568 ***********************************************************************
 JY0568  DESIGNATION -  D 219
 JY0568  PID         -  JY0568
 JY0568  STATE/COUNTY-  OH/PIKE
 JY0568  USGS QUAD   -  RICHMOND DALE (1992)
 JY0568
 JY0568                         *CURRENT SURVEY CONTROL
 JY0568  ___________________________________________________________________
 JY0568* NAD 83(1986)-  39 07 31.     (N)    082 52 05.     (W)     SCALED    
 JY0568* NAVD 88     -       180.142  (meters)     591.02   (feet)  ADJUSTED  
 JY0568  ___________________________________________________________________
 JY0568  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JY0568  DYNAMIC HT  -         180.031 (meters)     590.65  (feet)  COMP
 JY0568  MODELED GRAV-     980,006.4   (mgal)                       NAVD 88
 JY0568
 JY0568  VERT ORDER  -  SECOND    CLASS 0
 JY0568
 JY0568.The horizontal coordinates were scaled from a topographic map and have
 JY0568.an estimated accuracy of +/- 6 seconds.
 JY0568
 JY0568.The orthometric height was determined by differential leveling
 JY0568.and adjusted by the National Geodetic Survey in June 1991..
 JY0568
 JY0568.The geoid height was determined by GEOID03.
 JY0568
 JY0568.The dynamic height is computed by dividing the NAVD 88
 JY0568.geopotential number by the normal gravity value computed on the
 JY0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0568.degrees latitude (g = 980.6199 gals.).
 JY0568
 JY0568.The modeled gravity was interpolated from observed gravity values.
 JY0568
 JY0568;                    North         East    Units  Estimated Accuracy
 JY0568;SPC OH S     -   124,990.      568,180.      MT  (+/- 180 meters Scaled)
 JY0568
 JY0568                          SUPERSEDED SURVEY CONTROL
 JY0568
 JY0568  NGVD 29 (??/??/92)  180.303  (m)          591.54   (f) ADJ UNCH    2 0
 JY0568
 JY0568.Superseded values are not recommended for survey control.
 JY0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0568.See file dsdata.txt to determine how the superseded data were derived.
 JY0568
 JY0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD385323(NAD 83)
 JY0568_MARKER: DB = BENCH MARK DISK
 JY0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0568_SP_SET: BRIDGE
 JY0568_STAMPING: D 219 1958
 JY0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0568
 JY0568  HISTORY     - Date     Condition        Report By
 JY0568  HISTORY     - 1958     MONUMENTED       CGS
 JY0568
 JY0568                          STATION DESCRIPTION
 JY0568
 JY0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0568'4.4 MI SE FROM OMEGA.
 JY0568'ABOUT 4.4 MILES SOUTHEAST ALONG STATE HIGHWAY 335 FROM THE CROSSING
 JY0568'OF THE NORFOLK AND WESTERN RAILWAY AT OMEGA, ON THE OUTSIDE OF
 JY0568'A CURVE WITH TANGENTS EXTENDING NORTH AND EAST AND AT THE JUNCTION
 JY0568'OF A GRAVEL ROAD LEADING SOUTH ALONG CARS RUN, IN THE TOP OF THE
 JY0568'WING WALL AT THE WEST CORNER OF A 20-FOOT HIGHWAY BRIDGE OVER CARS
 JY0568'RUN, 11 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 57 FEET
 JY0568'NORHTWEST OF CENTER LINE OF ROAD SOUTH, 3 FEET WEST OF WEST CORNER
 JY0568'OF BRIDGE AND ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1008 ***********************************************************************
 KZ1008  DESIGNATION -  D 22
 KZ1008  PID         -  KZ1008
 KZ1008  STATE/COUNTY-  OH/CRAWFORD
 KZ1008  USGS QUAD   -  SHELBY (1980)
 KZ1008
 KZ1008                         *CURRENT SURVEY CONTROL
 KZ1008  ___________________________________________________________________
 KZ1008* NAD 83(1986)-  40 58 58.     (N)    082 44 36.     (W)     SCALED    
 KZ1008* NAVD 88     -       291.466  (meters)     956.25   (feet)  ADJUSTED  
 KZ1008  ___________________________________________________________________
 KZ1008  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KZ1008  DYNAMIC HT  -         291.329 (meters)     955.80  (feet)  COMP
 KZ1008  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 KZ1008
 KZ1008  VERT ORDER  -  SECOND    CLASS 0
 KZ1008
 KZ1008.The horizontal coordinates were scaled from a topographic map and have
 KZ1008.an estimated accuracy of +/- 6 seconds.
 KZ1008
 KZ1008.The orthometric height was determined by differential leveling
 KZ1008.and adjusted by the National Geodetic Survey in June 1991..
 KZ1008
 KZ1008.The geoid height was determined by GEOID03.
 KZ1008
 KZ1008.The dynamic height is computed by dividing the NAVD 88
 KZ1008.geopotential number by the normal gravity value computed on the
 KZ1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1008.degrees latitude (g = 980.6199 gals.).
 KZ1008
 KZ1008.The modeled gravity was interpolated from observed gravity values.
 KZ1008
 KZ1008;                    North         East    Units  Estimated Accuracy
 KZ1008;SPC OH N     -   146,180.      579,520.      MT  (+/- 180 meters Scaled)
 KZ1008
 KZ1008                          SUPERSEDED SURVEY CONTROL
 KZ1008
 KZ1008  NGVD 29 (??/??/92)  291.61   (m)          956.7    (f) COMPUTED    2 0
 KZ1008
 KZ1008.Superseded values are not recommended for survey control.
 KZ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1008.See file dsdata.txt to determine how the superseded data were derived.
 KZ1008
 KZ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF533383(NAD 83)
 KZ1008_MARKER: DB = BENCH MARK DISK
 KZ1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1008_STAMPING: (D-22-1934)
 KZ1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1008+STABILITY: SURFACE MOTION
 KZ1008
 KZ1008  HISTORY     - Date     Condition        Report By
 KZ1008  HISTORY     - 1934     MONUMENTED       CGS
 KZ1008  HISTORY     - 1972     MARK NOT FOUND   USGS
 KZ1008
 KZ1008                          STATION DESCRIPTION
 KZ1008
 KZ1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ1008'2.7 MI E FROM NORTH AUBURN.
 KZ1008'ON THE NORTHERN OHIO RAILROAD, 21.4 FEET SOUTH OF THE SOUTH RAIL,
 KZ1008'25.0 FEET EAST OF A GRAVEL HIGHWAY, 32.6 SOUTHEAST OF THE
 KZ1008'INTERSECTION OF THE GRAVEL HIGHWAY AND THE SOUTH RAIL, 1.0 FOOT
 KZ1008'ABOVE THE TOP OF RAIL, ON TOP OF A CONCRETE POST.
 KZ1008
 KZ1008                          STATION RECOVERY (1972)
 KZ1008
 KZ1008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KZ1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0624 ***********************************************************************
 JY0624  DESIGNATION -  D 220
 JY0624  PID         -  JY0624
 JY0624  STATE/COUNTY-  OH/JACKSON
 JY0624  USGS QUAD   -  JACKSON (1995)
 JY0624
 JY0624                         *CURRENT SURVEY CONTROL
 JY0624  ___________________________________________________________________
 JY0624* NAD 83(1986)-  39 02 54.     (N)    082 44 25.     (W)     SCALED    
 JY0624* NAVD 88     -       208.598  (meters)     684.38   (feet)  ADJUSTED  
 JY0624  ___________________________________________________________________
 JY0624  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JY0624  DYNAMIC HT  -         208.464 (meters)     683.94  (feet)  COMP
 JY0624  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 JY0624
 JY0624  VERT ORDER  -  SECOND    CLASS 0
 JY0624
 JY0624.The horizontal coordinates were scaled from a topographic map and have
 JY0624.an estimated accuracy of +/- 6 seconds.
 JY0624
 JY0624.The orthometric height was determined by differential leveling
 JY0624.and adjusted by the National Geodetic Survey in June 1991..
 JY0624
 JY0624.The geoid height was determined by GEOID03.
 JY0624
 JY0624.The dynamic height is computed by dividing the NAVD 88
 JY0624.geopotential number by the normal gravity value computed on the
 JY0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0624.degrees latitude (g = 980.6199 gals.).
 JY0624
 JY0624.The modeled gravity was interpolated from observed gravity values.
 JY0624
 JY0624;                    North         East    Units  Estimated Accuracy
 JY0624;SPC OH S     -   116,410.      579,200.      MT  (+/- 180 meters Scaled)
 JY0624
 JY0624                          SUPERSEDED SURVEY CONTROL
 JY0624
 JY0624  NGVD 29 (??/??/92)  208.765  (m)          684.92   (f) ADJ UNCH    2 0
 JY0624
 JY0624.Superseded values are not recommended for survey control.
 JY0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0624.See file dsdata.txt to determine how the superseded data were derived.
 JY0624
 JY0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD494235(NAD 83)
 JY0624_MARKER: DB = BENCH MARK DISK
 JY0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0624_SP_SET: BRIDGE
 JY0624_STAMPING: D 220 1958
 JY0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0624
 JY0624  HISTORY     - Date     Condition        Report By
 JY0624  HISTORY     - 1958     MONUMENTED       CGS
 JY0624  HISTORY     - 1976     GOOD             NGS
 JY0624
 JY0624                          STATION DESCRIPTION
 JY0624
 JY0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0624'6 MI W FROM JACKSON.
 JY0624'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 JY0624'HOUSE AT JACKSON, THENCE ABOUT 5.8 MILES WEST AND SOUTHWEST
 JY0624'ALONG STATE HIGHWAY 124, ABOUT 5.6 MILES EAST ALONG HIGHWAY 124
 JY0624'FROM THE HIGH SCHOOL AT BEAVER, IN THE TOP OF THE WING WALL
 JY0624'AT THE WEST CORNER OF A 30-FOOT CONCRETE BRIDGE OVER A SMALL
 JY0624'STREAM, 18 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 1 FOOT
 JY0624'NORTH OF WEST CORNER OF NORTHWEST GUARD RAIL AND ABOUT LEVEL
 JY0624'WITH HIGHWAY.
 JY0624
 JY0624                          STATION RECOVERY (1976)
 JY0624
 JY0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0624'STATE HIGHWAY 124 IS NOW COUNTY ROAD 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0655 ***********************************************************************
 JY0655  DESIGNATION -  D 221
 JY0655  PID         -  JY0655
 JY0655  STATE/COUNTY-  OH/JACKSON
 JY0655  USGS QUAD   -  WELLSTON (1995)
 JY0655
 JY0655                         *CURRENT SURVEY CONTROL
 JY0655  ___________________________________________________________________
 JY0655* NAD 83(1986)-  39 06 09.     (N)    082 32 07.     (W)     SCALED    
 JY0655* NAVD 88     -       211.269  (meters)     693.14   (feet)  ADJUSTED  
 JY0655  ___________________________________________________________________
 JY0655  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JY0655  DYNAMIC HT  -         211.137 (meters)     692.71  (feet)  COMP
 JY0655  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JY0655
 JY0655  VERT ORDER  -  SECOND    CLASS 0
 JY0655
 JY0655.The horizontal coordinates were scaled from a topographic map and have
 JY0655.an estimated accuracy of +/- 6 seconds.
 JY0655
 JY0655.The orthometric height was determined by differential leveling
 JY0655.and adjusted by the National Geodetic Survey in June 1991..
 JY0655
 JY0655.The geoid height was determined by GEOID03.
 JY0655
 JY0655.The dynamic height is computed by dividing the NAVD 88
 JY0655.geopotential number by the normal gravity value computed on the
 JY0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0655.degrees latitude (g = 980.6199 gals.).
 JY0655
 JY0655.The modeled gravity was interpolated from observed gravity values.
 JY0655
 JY0655;                    North         East    Units  Estimated Accuracy
 JY0655;SPC OH S     -   122,390.      596,950.      MT  (+/- 180 meters Scaled)
 JY0655
 JY0655                          SUPERSEDED SURVEY CONTROL
 JY0655
 JY0655  NGVD 29 (??/??/92)  211.443  (m)          693.71   (f) ADJ UNCH    2 0
 JY0655
 JY0655.Superseded values are not recommended for survey control.
 JY0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0655.See file dsdata.txt to determine how the superseded data were derived.
 JY0655
 JY0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD672292(NAD 83)
 JY0655_MARKER: DB = BENCH MARK DISK
 JY0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0655_SP_SET: CULVERT
 JY0655_STAMPING: D 221 1958
 JY0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0655
 JY0655  HISTORY     - Date     Condition        Report By
 JY0655  HISTORY     - 1958     MONUMENTED       CGS
 JY0655  HISTORY     - 1976     GOOD             NGS
 JY0655
 JY0655                          STATION DESCRIPTION
 JY0655
 JY0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0655'1.4 MI S FROM WELLSTON.
 JY0655'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 327 FROM THE FIRST
 JY0655'BAPTIST CHURCH AT WELLSTON, ABOUT 1.55 MILES NORTH OF THE
 JY0655'INTERSECTION OF STATE HIGHWAY 124 AT ROADS, ABOUT 0.65 MILE SOUTH
 JY0655'OF SOUTH JUNCTION OF STATE HIGHWAY 75, ABOUT 0.2 MILE SOUTH OF A
 JY0655'35-FOOT BRIDGE OVER MEADOW RUN, IN THE TOP OF THE NORTH END OF EAST
 JY0655'HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT, 12 FEET EAST OF CENTER
 JY0655'LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 JY0655
 JY0655                          STATION RECOVERY (1976)
 JY0655
 JY0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0655'STATE HIGHWAY 327 IS NOW HONEY SUCKLE LAKE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0384 ***********************************************************************
 HY0384  DESIGNATION -  D 222
 HY0384  PID         -  HY0384
 HY0384  STATE/COUNTY-  OH/GALLIA
 HY0384  USGS QUAD   -  RIO GRANDE (1975)
 HY0384
 HY0384                         *CURRENT SURVEY CONTROL
 HY0384  ___________________________________________________________________
 HY0384* NAD 83(1986)-  38 58 12.     (N)    082 23 04.     (W)     SCALED    
 HY0384* NAVD 88     -       192.313  (meters)     630.95   (feet)  ADJUSTED  
 HY0384  ___________________________________________________________________
 HY0384  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 HY0384  DYNAMIC HT  -         192.190 (meters)     630.54  (feet)  COMP
 HY0384  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 HY0384
 HY0384  VERT ORDER  -  SECOND    CLASS 0
 HY0384
 HY0384.The horizontal coordinates were scaled from a topographic map and have
 HY0384.an estimated accuracy of +/- 6 seconds.
 HY0384
 HY0384.The orthometric height was determined by differential leveling
 HY0384.and adjusted by the National Geodetic Survey in June 1991..
 HY0384
 HY0384.The geoid height was determined by GEOID03.
 HY0384
 HY0384.The dynamic height is computed by dividing the NAVD 88
 HY0384.geopotential number by the normal gravity value computed on the
 HY0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0384.degrees latitude (g = 980.6199 gals.).
 HY0384
 HY0384.The modeled gravity was interpolated from observed gravity values.
 HY0384
 HY0384;                    North         East    Units  Estimated Accuracy
 HY0384;SPC OH S     -   107,690.      610,010.      MT  (+/- 180 meters Scaled)
 HY0384
 HY0384                          SUPERSEDED SURVEY CONTROL
 HY0384
 HY0384  NGVD 29 (??/??/92)  192.492  (m)          631.53   (f) ADJ UNCH    2 0
 HY0384
 HY0384.Superseded values are not recommended for survey control.
 HY0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0384.See file dsdata.txt to determine how the superseded data were derived.
 HY0384
 HY0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD800143(NAD 83)
 HY0384_MARKER: DB = BENCH MARK DISK
 HY0384_SETTING: 66 = SET IN ROCK OUTCROP
 HY0384_SP_SET: ROCK CUT
 HY0384_STAMPING: D 222 1958
 HY0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0384+STABILITY: POSITION/ELEVATION WELL
 HY0384
 HY0384  HISTORY     - Date     Condition        Report By
 HY0384  HISTORY     - 1958     MONUMENTED       CGS
 HY0384
 HY0384                          STATION DESCRIPTION
 HY0384
 HY0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0384'10.5 MI E FROM RIDGELAND.
 HY0384'ABOUT 7.85 MILES EAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 HY0384'OF STATE HIGHWAY 327 AT RIDGELAND, THENCE ABOUT 2.3 MILES
 HY0384'SOUTHEAST ALONG A NARROW GRAVEL ROAD, THENCE ABOUT 0.35 MILE EAST
 HY0384'ALONG A GRAVEL ROAD, ABOUT 0.8 MILE NORTHWEST OF THE JUNCTION OF
 HY0384'A BLACK TOP ROAD, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS
 HY0384'EXTENDING WEST AND SOUTHEAST, NEAR THE TOP OF A SHORT HILL AND
 HY0384'ON THE NORTHWEST SLOPE OF GRADE, SET VERTICALLY IN THE SOUTHWEST
 HY0384'FACE OF A LARGE ROCK CUT, 16 FEET NORTHEAST OF CENTER LINE OF
 HY0384'ROAD, 84 FEET SOUTHEAST OF NORTHWEST END OF THE ROCK PART OF
 HY0384'CUT, 2 1/2 FEET ABOVE GROUND AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
 HY0384'NOTE-- MARK MAY BE REACHED FROM VINTON, GALLIS COUNTY, BY GOING
 HY0384'ABOUT 1.15 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0384'FROM THE STATION, THENCE ABOUT 1.7 MILES SOUTH ALONG A BLACK TOP
 HY0384'AND GRAVEL ROAD, THENCE ABOUT 0.8 MILE NORTHWEST ALONG A BLACK
 HY0384'TOP AND GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0387 ***********************************************************************
 JY0387  DESIGNATION -  D 223
 JY0387  PID         -  JY0387
 JY0387  STATE/COUNTY-  OH/MEIGS
 JY0387  USGS QUAD   -  RUTLAND (1995)
 JY0387
 JY0387                         *CURRENT SURVEY CONTROL
 JY0387  ___________________________________________________________________
 JY0387* NAD 83(1986)-  39 07 22.     (N)    082 08 49.     (W)     SCALED    
 JY0387* NAVD 88     -       200.744  (meters)     658.61   (feet)  ADJUSTED  
 JY0387  ___________________________________________________________________
 JY0387  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY0387  DYNAMIC HT  -         200.618 (meters)     658.19  (feet)  COMP
 JY0387  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 JY0387
 JY0387  VERT ORDER  -  SECOND    CLASS 0
 JY0387
 JY0387.The horizontal coordinates were scaled from a topographic map and have
 JY0387.an estimated accuracy of +/- 6 seconds.
 JY0387
 JY0387.The orthometric height was determined by differential leveling
 JY0387.and adjusted by the National Geodetic Survey in June 1991..
 JY0387
 JY0387.The geoid height was determined by GEOID03.
 JY0387
 JY0387.The dynamic height is computed by dividing the NAVD 88
 JY0387.geopotential number by the normal gravity value computed on the
 JY0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0387.degrees latitude (g = 980.6199 gals.).
 JY0387
 JY0387.The modeled gravity was interpolated from observed gravity values.
 JY0387
 JY0387;                    North         East    Units  Estimated Accuracy
 JY0387;SPC OH S     -   124,700.      630,530.      MT  (+/- 180 meters Scaled)
 JY0387
 JY0387                          SUPERSEDED SURVEY CONTROL
 JY0387
 JY0387  NGVD 29 (??/??/92)  200.933  (m)          659.23   (f) ADJ UNCH    2 0
 JY0387
 JY0387.Superseded values are not recommended for survey control.
 JY0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0387.See file dsdata.txt to determine how the superseded data were derived.
 JY0387
 JY0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD008310(NAD 83)
 JY0387_MARKER: DB = BENCH MARK DISK
 JY0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0387_SP_SET: BRIDGE
 JY0387_STAMPING: D 223 1958
 JY0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0387
 JY0387  HISTORY     - Date     Condition        Report By
 JY0387  HISTORY     - 1958     MONUMENTED       CGS
 JY0387
 JY0387                          STATION DESCRIPTION
 JY0387
 JY0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0387'0.8 MI SW FROM HARRISONVILLE.
 JY0387'ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 143 FROM THE
 JY0387'JUNCTION OF STATE HIGHWAY 684 AT HARRISONVILLE, THENCE 0.3 MILE
 JY0387'SOUTHWEST ALONG A GRAVEL ROAD, 15 YARDS NORTHEAST OF THE Y
 JY0387'JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST, 8 1/2 FEET SOUTHEAST
 JY0387'OF THE CENTER LINE OF ROAD, IN TOP AND 2 1/2 FEET SOUTHWEST OF THE
 JY0387'NORTHEAST END OF THE CONCRETE FOOTING OF THE SOUTHEAST CONCRETE
 JY0387'BANISTER OF A 8-FOOT SKEW CONCRETE BRIDGE, 3 INCHES NORTHWEST
 JY0387'OF BANISTER, AND ABOUT 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0363 ***********************************************************************
 JY0363  DESIGNATION -  D 224
 JY0363  PID         -  JY0363
 JY0363  STATE/COUNTY-  OH/MEIGS
 JY0363  USGS QUAD   -  RUTLAND (1995)
 JY0363
 JY0363                         *CURRENT SURVEY CONTROL
 JY0363  ___________________________________________________________________
 JY0363* NAD 83(1986)-  39 04 25.     (N)    082 12 20.     (W)     SCALED    
 JY0363* NAVD 88     -       182.325  (meters)     598.18   (feet)  ADJUSTED  
 JY0363  ___________________________________________________________________
 JY0363  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JY0363  DYNAMIC HT  -         182.210 (meters)     597.80  (feet)  COMP
 JY0363  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JY0363
 JY0363  VERT ORDER  -  SECOND    CLASS 0
 JY0363
 JY0363.The horizontal coordinates were scaled from a topographic map and have
 JY0363.an estimated accuracy of +/- 6 seconds.
 JY0363
 JY0363.The orthometric height was determined by differential leveling
 JY0363.and adjusted by the National Geodetic Survey in June 1991..
 JY0363
 JY0363.The geoid height was determined by GEOID03.
 JY0363
 JY0363.The dynamic height is computed by dividing the NAVD 88
 JY0363.geopotential number by the normal gravity value computed on the
 JY0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0363.degrees latitude (g = 980.6199 gals.).
 JY0363
 JY0363.The modeled gravity was interpolated from observed gravity values.
 JY0363
 JY0363;                    North         East    Units  Estimated Accuracy
 JY0363;SPC OH S     -   119,230.      625,480.      MT  (+/- 180 meters Scaled)
 JY0363
 JY0363                          SUPERSEDED SURVEY CONTROL
 JY0363
 JY0363  NGVD 29 (??/??/92)  182.515  (m)          598.80   (f) ADJ UNCH    2 0
 JY0363
 JY0363.Superseded values are not recommended for survey control.
 JY0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0363.See file dsdata.txt to determine how the superseded data were derived.
 JY0363
 JY0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD957256(NAD 83)
 JY0363_MARKER: DB = BENCH MARK DISK
 JY0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0363_SP_SET: ABUTMENT
 JY0363_STAMPING: D 224 1958
 JY0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0363
 JY0363  HISTORY     - Date     Condition        Report By
 JY0363  HISTORY     - 1958     MONUMENTED       CGS
 JY0363
 JY0363                          STATION DESCRIPTION
 JY0363
 JY0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0363'1.3 MI SE FROM DEXTER.
 JY0363'ABOUT 1.3 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO
 JY0363'LANGSVILLE FROM THE POST OFFICE AT DEXTER, ALONG THE NEW YORK
 JY0363'CENTRAL RAILROAD, 178 YARDS SOUTHEAST OF CROSSING OF A GRAVEL
 JY0363'ROAD AND TRACK, IN THE TOP OF NORTHEAST END OF BACK WALL OF
 JY0363'NORTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 456 OVER
 JY0363'LEADING CREEK, 13 FEET NORTHEAST OF NORTHEAST RAIL, 86 FEET
 JY0363'SOUTHWEST OF CENTER LINE OF ROAD AND ABOUT 10 FEET ABOVE LEVEL
 JY0363'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0287 ***********************************************************************
 JY0287  DESIGNATION -  D 225
 JY0287  PID         -  JY0287
 JY0287  STATE/COUNTY-  OH/ATHENS
 JY0287  USGS QUAD   -  MINERAL (1992)
 JY0287
 JY0287                         *CURRENT SURVEY CONTROL
 JY0287  ___________________________________________________________________
 JY0287* NAD 83(1986)-  39 19 10.     (N)    082 15 48.     (W)     SCALED    
 JY0287* NAVD 88     -       228.276  (meters)     748.94   (feet)  ADJUSTED  
 JY0287  ___________________________________________________________________
 JY0287  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY0287  DYNAMIC HT  -         228.137 (meters)     748.48  (feet)  COMP
 JY0287  MODELED GRAV-     980,012.6   (mgal)                       NAVD 88
 JY0287
 JY0287  VERT ORDER  -  SECOND    CLASS 0
 JY0287
 JY0287.The horizontal coordinates were scaled from a topographic map and have
 JY0287.an estimated accuracy of +/- 6 seconds.
 JY0287
 JY0287.The orthometric height was determined by differential leveling
 JY0287.and adjusted by the National Geodetic Survey in June 1991..
 JY0287
 JY0287.The geoid height was determined by GEOID03.
 JY0287
 JY0287.The dynamic height is computed by dividing the NAVD 88
 JY0287.geopotential number by the normal gravity value computed on the
 JY0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0287.degrees latitude (g = 980.6199 gals.).
 JY0287
 JY0287.The modeled gravity was interpolated from observed gravity values.
 JY0287
 JY0287;                    North         East    Units  Estimated Accuracy
 JY0287;SPC OH S     -   146,500.      620,410.      MT  (+/- 180 meters Scaled)
 JY0287
 JY0287                          SUPERSEDED SURVEY CONTROL
 JY0287
 JY0287  NGVD 29 (??/??/92)  228.451  (m)          749.51   (f) ADJ UNCH    2 0
 JY0287
 JY0287.Superseded values are not recommended for survey control.
 JY0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0287.See file dsdata.txt to determine how the superseded data were derived.
 JY0287
 JY0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD910529(NAD 83)
 JY0287_MARKER: DB = BENCH MARK DISK
 JY0287_SETTING: 66 = SET IN ROCK OUTCROP
 JY0287_SP_SET: SANDSTONE CUT
 JY0287_STAMPING: D 225 1958
 JY0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0287+STABILITY: POSITION/ELEVATION WELL
 JY0287
 JY0287  HISTORY     - Date     Condition        Report By
 JY0287  HISTORY     - 1958     MONUMENTED       CGS
 JY0287
 JY0287                          STATION DESCRIPTION
 JY0287
 JY0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0287'0.4 MI S FROM MINERAL.
 JY0287'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 356 FROM THE CROSSING
 JY0287'OF THE BALTIMORE AND OHIO RAILROAD AT MINERAL, 0.6 MILE NORTH OF
 JY0287'THE JUNCTION OF STATE HIGHWAY 680, 0.1 MILE NORTH OF THE TOP OF A
 JY0287'GRADE AND THE JUNCTION OF A BLACK TOP ROAD LEADING EAST-SOUTHEAST,
 JY0287'SET VERTICALLY IN THE SOUTHWEST FACE OF SANDSTONE LAYER AT THE
 JY0287'BOTTOM OF A 15 FOOT HIGH CUT, 1 FOOT ABOVE THE GROUND, 15 FEET
 JY0287'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 88 YARDS SOUTH OF
 JY0287'AND UPHILL FROM THE SOUTH END OF 10 FOOT CONCRETE CULVERT 356-0219,
 JY0287'25 YARDS NORTHWEST OF THE SOUTHEAST END OF ROCKY PART OF CUT, 101
 JY0287'1/2 FEET EAST OF AND ACROSS THE HIGHWAY FROM THE EAST CORNER
 JY0287'OF A HOUSE, AND ABOUT 1 1/2 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1245 ***********************************************************************
 HY1245  DESIGNATION -  D 226
 HY1245  PID         -  HY1245
 HY1245  STATE/COUNTY-  OH/JACKSON
 HY1245  USGS QUAD   -  PETERSBURG (1983)
 HY1245
 HY1245                         *CURRENT SURVEY CONTROL
 HY1245  ___________________________________________________________________
 HY1245* NAD 83(1986)-  38 54 44.     (N)    082 42 20.     (W)     SCALED    
 HY1245* NAVD 88     -       200.778  (meters)     658.72   (feet)  ADJUSTED  
 HY1245  ___________________________________________________________________
 HY1245  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HY1245  DYNAMIC HT  -         200.650 (meters)     658.30  (feet)  COMP
 HY1245  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 HY1245
 HY1245  VERT ORDER  -  SECOND    CLASS 0
 HY1245
 HY1245.The horizontal coordinates were scaled from a topographic map and have
 HY1245.an estimated accuracy of +/- 6 seconds.
 HY1245
 HY1245.The orthometric height was determined by differential leveling
 HY1245.and adjusted by the National Geodetic Survey in June 1991..
 HY1245
 HY1245.The geoid height was determined by GEOID03.
 HY1245
 HY1245.The dynamic height is computed by dividing the NAVD 88
 HY1245.geopotential number by the normal gravity value computed on the
 HY1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1245.degrees latitude (g = 980.6199 gals.).
 HY1245
 HY1245.The modeled gravity was interpolated from observed gravity values.
 HY1245
 HY1245;                    North         East    Units  Estimated Accuracy
 HY1245;SPC OH S     -   101,290.      582,170.      MT  (+/- 180 meters Scaled)
 HY1245
 HY1245                          SUPERSEDED SURVEY CONTROL
 HY1245
 HY1245  NGVD 29 (??/??/92)  200.947  (m)          659.27   (f) ADJ UNCH    2 0
 HY1245
 HY1245.Superseded values are not recommended for survey control.
 HY1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1245.See file dsdata.txt to determine how the superseded data were derived.
 HY1245
 HY1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD521084(NAD 83)
 HY1245_MARKER: DB = BENCH MARK DISK
 HY1245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1245_SP_SET: CULVERT
 HY1245_STAMPING: D 226 1958
 HY1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1245
 HY1245  HISTORY     - Date     Condition        Report By
 HY1245  HISTORY     - 1958     MONUMENTED       CGS
 HY1245
 HY1245                          STATION DESCRIPTION
 HY1245
 HY1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1245'9.2 MI N FROM SOUTH WEBSTER.
 HY1245'ABOUT 4.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 HY1245'AND OHIO RAILROAD STATION AT SOUTH WEBSTER, THENCE ABOUTR 1.55
 HY1245'MILES NORTHWEST ALONG STATE HIGHWAY 279, THENCE ABOUT 3.25
 HY1245'MILES NORTHEAST ALONG STATE HIGHWAY 139, ABOUT 0.45 MILE
 HY1245'NORTHEAST OF HAMILTON LOCAL SCHOOL, ABOUT 30 YARDS SOUTHWEST
 HY1245'OF JUNCTION OF A BLACK TOP ROAD SOUTHWEST AT A ROADSIDE PARK
 HY1245'LOCATED SOUTHEAST OF HIGHWAY, IN THE TOP OF THE SOUTHWEST END OF
 HY1245'NORTHWEST HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT, 17 FEET
 HY1245'NORTHWEST OF CENTER LINE OF HIGHWAY, 1 FOOT NORTHEAST OF
 HY1245'SOUTHWEST END OF HEAD WALL AND 2 FEET ABOVE LEVEL OF HIGHWAY.
 HY1245'NOTE-- MARK IS ABOUT 11.7 MILES SOUTHWEST ALONG STATE HIGHWAY
 HY1245'139 FROM THE COURT HOUSE AT JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1278 ***********************************************************************
 HY1278  DESIGNATION -  D 227 RESET
 HY1278  PID         -  HY1278
 HY1278  STATE/COUNTY-  OH/JACKSON
 HY1278  USGS QUAD   -  STOCKDALE (1983)
 HY1278
 HY1278                         *CURRENT SURVEY CONTROL
 HY1278  ___________________________________________________________________
 HY1278* NAD 83(1986)-  38 59 11.     (N)    082 46 43.     (W)     SCALED    
 HY1278* NAVD 88     -       650.51   (+/-2cm)    2134.2    (feet)  VERTCON   
 HY1278  ___________________________________________________________________
 HY1278  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HY1278
 HY1278  VERT ORDER  -  ? (See Below)
 HY1278
 HY1278.The horizontal coordinates were scaled from a topographic map and have
 HY1278.an estimated accuracy of +/- 6 seconds.
 HY1278
 HY1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY1278.The vertical order pertains to the NGVD 29 superseded value.
 HY1278
 HY1278.The geoid height was determined by GEOID03.
 HY1278
 HY1278;                    North         East    Units  Estimated Accuracy
 HY1278;SPC OH S     -   109,540.      575,860.      MT  (+/- 180 meters Scaled)
 HY1278
 HY1278                          SUPERSEDED SURVEY CONTROL
 HY1278
 HY1278  NGVD 29 (??/??/92)  650.677  (m)         2134.76   (f) ADJ UNCH    ?  
 HY1278
 HY1278.Superseded values are not recommended for survey control.
 HY1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1278.See file dsdata.txt to determine how the superseded data were derived.
 HY1278
 HY1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD459167(NAD 83)
 HY1278_MARKER: DB = BENCH MARK DISK
 HY1278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1278_SP_SET: ABUTMENT
 HY1278_STAMPING: D 227 RESET 1964
 HY1278_MARK LOGO: CGS   
 HY1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1278
 HY1278  HISTORY     - Date     Condition        Report By
 HY1278  HISTORY     - 1964     MONUMENTED       OH-079
 HY1278
 HY1278                          STATION DESCRIPTION
 HY1278
 HY1278'DESCRIBED BY JACKSON COUNTY OHIO 1964
 HY1278'5.4 MI SE FROM BEAVER.
 HY1278'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 124 FROM THE SCHOOL AT
 HY1278'BEAVER, THENCE ABOUT 3.15 MILES SOUTH ALONG A BLACK-TOP ROAD,
 HY1278'COUNTY ROAD NO. 24, ABOUT 0.6 MILES NORTH OF INTERSECTION WITH
 HY1278'STATE HIGHWAY 776, IN THE TOP OF THE WEST END OF THE NORTH
 HY1278'ABUTMENT OF A 40 FOOT BRIDGE OVER BRUSHY FORK, 12 FEET WEST
 HY1278'OF THE CENTERLINE OF ROAD, 1 FOOT EAST OF WEST END OF ABUTMENT
 HY1278'AND ABOUT 0.25 FEET BELOW ROAD PAVEMENT CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0675 ***********************************************************************
 JY0675  DESIGNATION -  D 228
 JY0675  PID         -  JY0675
 JY0675  STATE/COUNTY-  OH/JACKSON
 JY0675  USGS QUAD   -  JACKSON (1995)
 JY0675
 JY0675                         *CURRENT SURVEY CONTROL
 JY0675  ___________________________________________________________________
 JY0675* NAD 83(1986)-  39 03 00.     (N)    082 38 04.     (W)     SCALED    
 JY0675* NAVD 88     -       206.991  (meters)     679.10   (feet)  ADJUSTED  
 JY0675  ___________________________________________________________________
 JY0675  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JY0675  DYNAMIC HT  -         206.860 (meters)     678.67  (feet)  COMP
 JY0675  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JY0675
 JY0675  VERT ORDER  -  SECOND    CLASS 0
 JY0675
 JY0675.The horizontal coordinates were scaled from a topographic map and have
 JY0675.an estimated accuracy of +/- 6 seconds.
 JY0675
 JY0675.The orthometric height was determined by differential leveling
 JY0675.and adjusted by the National Geodetic Survey in June 1991..
 JY0675
 JY0675.The geoid height was determined by GEOID03.
 JY0675
 JY0675.The dynamic height is computed by dividing the NAVD 88
 JY0675.geopotential number by the normal gravity value computed on the
 JY0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0675.degrees latitude (g = 980.6199 gals.).
 JY0675
 JY0675.The modeled gravity was interpolated from observed gravity values.
 JY0675
 JY0675;                    North         East    Units  Estimated Accuracy
 JY0675;SPC OH S     -   116,570.      588,360.      MT  (+/- 180 meters Scaled)
 JY0675
 JY0675                          SUPERSEDED SURVEY CONTROL
 JY0675
 JY0675  NGVD 29 (??/??/92)  207.154  (m)          679.64   (f) ADJ UNCH    2 0
 JY0675
 JY0675.Superseded values are not recommended for survey control.
 JY0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0675.See file dsdata.txt to determine how the superseded data were derived.
 JY0675
 JY0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD585235(NAD 83)
 JY0675_MARKER: DB = BENCH MARK DISK
 JY0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0675_SP_SET: STONE COLUMN
 JY0675_STAMPING: D 228 1958
 JY0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0675
 JY0675  HISTORY     - Date     Condition        Report By
 JY0675  HISTORY     - 1958     MONUMENTED       CGS
 JY0675  HISTORY     - 1976     GOOD             NGS
 JY0675  HISTORY     - 20050311 GOOD             INDIV
 JY0675  HISTORY     - 20060129 GOOD             GEOCAC
 JY0675
 JY0675                          STATION DESCRIPTION
 JY0675
 JY0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0675'AT JACKSON.
 JY0675'AT JACKSON, AT THE INTERSECTION OF MAIN STREET (STATE HIGHWAY
 JY0675'75) AT COLUMBIA STREET, AT THE POST OFFICE, IN THE TOP OF THE
 JY0675'STONE COLUMN AT THE SOUTHEAST END OF THE STEPS LEADING TO THE
 JY0675'MAIN ENTRANCE TO POST OFFICE, 36 FEET NORTHEAST OF NORTHEAST
 JY0675'CURB OF MAIN STREET, 10 FEET SOUTHEAST OF SOUTHEAST EDGE OF DOOR
 JY0675'OF POST OFFICE AND 3 FEET ABOVE SIDE WALK.
 JY0675
 JY0675                          STATION RECOVERY (1976)
 JY0675
 JY0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0675'RECOVERED IN GOOD CONDITION.
 JY0675
 JY0675                          STATION RECOVERY (2005)
 JY0675
 JY0675'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 JY0675'RECOVERED AS DESCRIBED
 JY0675
 JY0675                          STATION RECOVERY (2006)
 JY0675
 JY0675'RECOVERY NOTE BY GEOCACHING 2006 (SC)
 JY0675'WAAS CORRECTED NAD83 HANDHELD GPS COORDINATES 39 03 00.6 N  82 38 03.5
 JY0675'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0309 ***********************************************************************
 JY0309  DESIGNATION -  D 229
 JY0309  PID         -  JY0309
 JY0309  STATE/COUNTY-  OH/ATHENS
 JY0309  USGS QUAD   -  ALBANY (1995)
 JY0309
 JY0309                         *CURRENT SURVEY CONTROL
 JY0309  ___________________________________________________________________
 JY0309* NAD 83(1995)-  39 11 34.76105(N)    082 09 08.55637(W)     ADJUSTED  
 JY0309* NAVD 88     -       294.011  (meters)     964.60   (feet)  ADJUSTED  
 JY0309  ___________________________________________________________________
 JY0309  X           -     675,870.520 (meters)                     COMP
 JY0309  Y           -  -4,903,659.027 (meters)                     COMP
 JY0309  Z           -   4,009,108.973 (meters)                     COMP
 JY0309  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 JY0309  ELLIP HEIGHT-         259.88  (meters)          (11/14/05) GPS OBS
 JY0309  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY0309  DYNAMIC HT  -         293.829 (meters)     964.00  (feet)  COMP
 JY0309  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 JY0309
 JY0309  HORZ ORDER  -  FIRST
 JY0309  VERT ORDER  -  SECOND    CLASS 0
 JY0309  ELLP ORDER  -  FOURTH    CLASS II
 JY0309
 JY0309.The horizontal coordinates were established by GPS observations
 JY0309.and adjusted by the CANTER SURVEYING GPS in November 2005..
 JY0309
 JY0309.The orthometric height was determined by differential leveling
 JY0309.and adjusted by the National Geodetic Survey in June 1991..
 JY0309
 JY0309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY0309
 JY0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY0309
 JY0309.The ellipsoidal height was determined by GPS observations
 JY0309.and is referenced to NAD 83.
 JY0309
 JY0309.The geoid height was determined by GEOID03.
 JY0309
 JY0309.The dynamic height is computed by dividing the NAVD 88
 JY0309.geopotential number by the normal gravity value computed on the
 JY0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0309.degrees latitude (g = 980.6199 gals.).
 JY0309
 JY0309.The modeled gravity was interpolated from observed gravity values.
 JY0309
 JY0309;                    North         East     Units Scale Factor Converg.
 JY0309;SPC OH S     -   132,495.202   630,029.543   MT  0.99994146   +0 13 14.1
 JY0309;UTM  17      - 4,338,825.625   400,483.949   MT  0.99972194   -0 43 41.8
 JY0309
 JY0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY0309!SPC OH S     -   0.99995923  x   0.99994146  =   0.99990069
 JY0309!UTM  17      -   0.99995923  x   0.99972194  =   0.99968118
 JY0309
 JY0309                          SUPERSEDED SURVEY CONTROL
 JY0309
 JY0309  NAD 83(1995)-  39 11 34.76213(N)    082 09 08.55623(W) AD(       ) 2
 JY0309  NAD 83(1995)-  39 11 34.76419(N)    082 09 08.56280(W) AD(       ) 2
 JY0309  NAD 83(1986)-  39 11 34.76460(N)    082 09 08.56241(W) AD(       ) 2
 JY0309  NAD 27      -  39 11 34.49412(N)    082 09 09.04366(W) AD(       ) 2
 JY0309  NAVD 88 (11/14/05)  294.01   (m)          964.6    (f) LEVELING    3  
 JY0309  NGVD 29 (??/??/92)  294.197  (m)          965.21   (f) ADJ UNCH    2 0
 JY0309
 JY0309.Superseded values are not recommended for survey control.
 JY0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0309.See file dsdata.txt to determine how the superseded data were derived.
 JY0309
 JY0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0048438826(NAD 83)
 JY0309_MARKER: DB = BENCH MARK DISK
 JY0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0309_STAMPING: D 229 1958
 JY0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0309+STABILITY: SURFACE MOTION
 JY0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY0309+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 JY0309
 JY0309  HISTORY     - Date     Condition        Report By
 JY0309  HISTORY     - 1958     MONUMENTED       CGS
 JY0309  HISTORY     - 1976     GOOD             NGS
 JY0309  HISTORY     - 20041111 GOOD             LOCSUR
 JY0309
 JY0309                          STATION DESCRIPTION
 JY0309
 JY0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0309'4 MI SE FROM ALBANY.
 JY0309'ABOUT 4.05 MILES SOUTHEAST ALONG STATE HIGHWAY 680 FROM THE JUNCTION
 JY0309'OF U.S. HIGHWAY 50 AT ALBANY, ABOUT 0.45 MILE SOUTHEAST OF
 JY0309'ATHENS-MEIGS COUNTY LINE, 60 YARDS NORTHWEST OF CENTER OF JUNCTION
 JY0309'OF A ROAD EAST, 0.2 MILE SOUTHEAST OF JUNCTION OF A GRAVEL ROAD
 JY0309'WEST, 24 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 25 1/2 FEET
 JY0309'SOUTHEAST OF SOUTH CORNER OF A SADDLE ROOFED BARN, 2 FEET SOUTHEAST
 JY0309'OF A FENCE CORNER, 2 FEET NORTHWEST OF A CONCRETE WITNESS POST,
 JY0309'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 JY0309'CONCRETE POST PROJECTING 3 INCHES.
 JY0309
 JY0309                          STATION RECOVERY (1976)
 JY0309
 JY0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY0309'BENCH MARK D 229 WAS RECOVERED IN GOOD CONDITION.
 JY0309'DUE TO CHANGES FOUND A NEW DESCRIPTION FOLLOWS.
 JY0309'BENCH MARK D 229 IS A STANDARD DISK, STAMPED---D 229 1958---, SET
 JY0309'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JY0309'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 4.05 MILES
 JY0309'SOUTHEAST ALONG STATE HIGHWAY 681 FROM THE JUNCTION OF U.S.
 JY0309'HIGHWAY 50 AT ALBANY, 0.45 MILE SOUTHEAST OF THE ATHENS-MEIGS
 JY0309'COUNTY LINE, 60 YARDS NORTHWEST OF THE CENTER OF THE JUNCTION
 JY0309'OF A GRAVELED ROAD EAST AND 0.2 MILE SOUTHEAST OF THE
 JY0309'JUNCTION OF A GRAVELED ROAD WEST.  IT IS 32 FEET EAST OF THE
 JY0309'CENTER LINE OF HIGHWAY 681, 2 FEET NORTH OF A RIGHT-OF-WAY
 JY0309'MARKER, 1 FOOT WEST OF A FENCE AND ABOUT 1 FOOT ABOVE THE
 JY0309'LEVEL OF THE HIGHWAY.
 JY0309
 JY0309                          STATION RECOVERY (2004)
 JY0309
 JY0309'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (WDN)
 JY0309'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1498 ***********************************************************************
 KZ1498  DESIGNATION -  D 23
 KZ1498  PID         -  KZ1498
 KZ1498  STATE/COUNTY-  OH/WYANDOT
 KZ1498  USGS QUAD   -  MORRAL (1984)
 KZ1498
 KZ1498                         *CURRENT SURVEY CONTROL
 KZ1498  ___________________________________________________________________
 KZ1498* NAD 83(1986)-  40 42 19.     (N)    083 13 35.     (W)     SCALED    
 KZ1498* NAVD 88     -       277.235  (meters)     909.56   (feet)  ADJUSTED  
 KZ1498  ___________________________________________________________________
 KZ1498  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 KZ1498  DYNAMIC HT  -         277.097 (meters)     909.11  (feet)  COMP
 KZ1498  MODELED GRAV-     980,121.7   (mgal)                       NAVD 88
 KZ1498
 KZ1498  VERT ORDER  -  SECOND    CLASS 0
 KZ1498
 KZ1498.The horizontal coordinates were scaled from a topographic map and have
 KZ1498.an estimated accuracy of +/- 6 seconds.
 KZ1498
 KZ1498.The orthometric height was determined by differential leveling
 KZ1498.and adjusted by the National Geodetic Survey in June 1991..
 KZ1498
 KZ1498.The geoid height was determined by GEOID03.
 KZ1498
 KZ1498.The dynamic height is computed by dividing the NAVD 88
 KZ1498.geopotential number by the normal gravity value computed on the
 KZ1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1498.degrees latitude (g = 980.6199 gals.).
 KZ1498
 KZ1498.The modeled gravity was interpolated from observed gravity values.
 KZ1498
 KZ1498;                    North         East    Units  Estimated Accuracy
 KZ1498;SPC OH N     -   115,590.      538,620.      MT  (+/- 180 meters Scaled)
 KZ1498
 KZ1498                          SUPERSEDED SURVEY CONTROL
 KZ1498
 KZ1498  NGVD 29 (??/??/92)  277.370  (m)          910.00   (f) ADJ UNCH    2 0
 KZ1498
 KZ1498.Superseded values are not recommended for survey control.
 KZ1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1498.See file dsdata.txt to determine how the superseded data were derived.
 KZ1498
 KZ1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF119084(NAD 83)
 KZ1498_MARKER: DB = BENCH MARK DISK
 KZ1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1498_STAMPING: D 23 1934
 KZ1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1498+STABILITY: SURFACE MOTION
 KZ1498
 KZ1498  HISTORY     - Date     Condition        Report By
 KZ1498  HISTORY     - 1934     MONUMENTED       CGS
 KZ1498  HISTORY     - 1936     GOOD             NGS
 KZ1498
 KZ1498                          STATION DESCRIPTION
 KZ1498
 KZ1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1498'2.6 MI S FROM HARPSTER.
 KZ1498'2.6 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 KZ1498'STATION AT HARPSTER, WYANDOT COUNTY, 108 FEET SOUTHWEST OF THE
 KZ1498'CENTER OF A GRAVEL-ROAD CROSSING, 31.5 FEET WEST OF THE WEST
 KZ1498'RAIL, 26 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3.2 FEET
 KZ1498'EAST OF THE FENCE, AND ABOUT ONE FOOT ABOVE THE LEVEL OF THE
 KZ1498'TRACK.  A STANDARD DISK, STAMPED D 23 1934 AND SET IN THE TOP
 KZ1498'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1353 ***********************************************************************
 JX1353  DESIGNATION -  D 231
 JX1353  PID         -  JX1353
 JX1353  STATE/COUNTY-  OH/ATHENS
 JX1353  USGS QUAD   -  COOLVILLE (1994)
 JX1353
 JX1353                         *CURRENT SURVEY CONTROL
 JX1353  ___________________________________________________________________
 JX1353* NAD 83(1986)-  39 13 08.     (N)    081 51 49.     (W)     SCALED    
 JX1353* NAVD 88     -       247.847  (meters)     813.14   (feet)  ADJUSTED  
 JX1353  ___________________________________________________________________
 JX1353  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JX1353  DYNAMIC HT  -         247.691 (meters)     812.63  (feet)  COMP
 JX1353  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JX1353
 JX1353  VERT ORDER  -  SECOND    CLASS 0
 JX1353
 JX1353.The horizontal coordinates were scaled from a topographic map and have
 JX1353.an estimated accuracy of +/- 6 seconds.
 JX1353
 JX1353.The orthometric height was determined by differential leveling
 JX1353.and adjusted by the National Geodetic Survey in June 1991..
 JX1353
 JX1353.The geoid height was determined by GEOID03.
 JX1353
 JX1353.The dynamic height is computed by dividing the NAVD 88
 JX1353.geopotential number by the normal gravity value computed on the
 JX1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1353.degrees latitude (g = 980.6199 gals.).
 JX1353
 JX1353.The modeled gravity was interpolated from observed gravity values.
 JX1353
 JX1353;                    North         East    Units  Estimated Accuracy
 JX1353;SPC OH S     -   135,510.      654,950.      MT  (+/- 180 meters Scaled)
 JX1353
 JX1353                          SUPERSEDED SURVEY CONTROL
 JX1353
 JX1353  NGVD 29 (??/??/92)  248.022  (m)          813.72   (f) ADJ UNCH    2 0
 JX1353
 JX1353.Superseded values are not recommended for survey control.
 JX1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1353.See file dsdata.txt to determine how the superseded data were derived.
 JX1353
 JX1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD254414(NAD 83)
 JX1353_MARKER: DB = BENCH MARK DISK
 JX1353_SETTING: 66 = SET IN ROCK OUTCROP
 JX1353_SP_SET: ROCK CUT
 JX1353_STAMPING: D 231 1958
 JX1353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1353+STABILITY: POSITION/ELEVATION WELL
 JX1353
 JX1353  HISTORY     - Date     Condition        Report By
 JX1353  HISTORY     - 1958     MONUMENTED       CGS
 JX1353  HISTORY     - 1988     GOOD             USPSQD
 JX1353  HISTORY     - 19980902 MARK NOT FOUND   USPSQD
 JX1353
 JX1353                          STATION DESCRIPTION
 JX1353
 JX1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1353'6.6 MI SE FROM GUYSVILLE.
 JX1353'ABOUT 6.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE OVERPASS
 JX1353'OVER THE BALTIMORE AND OHIO RAILROAD AT GUYSVILLE, 110 YARDS
 JX1353'SOUTHEAST OF TOP OF GRADE, SET VERTICALLY IN THE SOUTHWEST FACE OF
 JX1353'LAYERED SANDSTONE IN 15-FOOT HIGH CUT, 102 YARDS SOUTHEAST OF THE
 JX1353'NORTHWEST END OF CUT AND JUNCTION OF DRIVE SOUTH AND UPHILL TO A
 JX1353'FARM, 27 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 5 1/2 FEET
 JX1353'ABOVE THE BOTTOM OF DITCH, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 JX1353'HIGHWAY.  NOTE-- ABOUT 0.35 MILE NORTHWEST OF THE CROSSING OF A
 JX1353'POWER TRANSMISSION LINE OVER THE HIGHWAY.
 JX1353
 JX1353                          STATION RECOVERY (1988)
 JX1353
 JX1353'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1353'RECOVERED IN GOOD CONDITION.
 JX1353
 JX1353                          STATION RECOVERY (1998)
 JX1353
 JX1353'RECOVERY NOTE BY US POWER SQUADRON 1998
 JX1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0238 ***********************************************************************
 JY0238  DESIGNATION -  D 232
 JY0238  PID         -  JY0238
 JY0238  STATE/COUNTY-  OH/MEIGS
 JY0238  USGS QUAD   -  SHADE (1992)
 JY0238
 JY0238                         *CURRENT SURVEY CONTROL
 JY0238  ___________________________________________________________________
 JY0238* NAD 83(1986)-  39 07 35.     (N)    082 00 29.     (W)     SCALED    
 JY0238* NAVD 88     -       217.659  (meters)     714.10   (feet)  ADJUSTED  
 JY0238  ___________________________________________________________________
 JY0238  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY0238  DYNAMIC HT  -         217.523 (meters)     713.66  (feet)  COMP
 JY0238  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 JY0238
 JY0238  VERT ORDER  -  SECOND    CLASS 0
 JY0238
 JY0238.The horizontal coordinates were scaled from a topographic map and have
 JY0238.an estimated accuracy of +/- 6 seconds.
 JY0238
 JY0238.The orthometric height was determined by differential leveling
 JY0238.and adjusted by the National Geodetic Survey in June 1991..
 JY0238
 JY0238.The geoid height was determined by GEOID03.
 JY0238
 JY0238.The dynamic height is computed by dividing the NAVD 88
 JY0238.geopotential number by the normal gravity value computed on the
 JY0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0238.degrees latitude (g = 980.6199 gals.).
 JY0238
 JY0238.The modeled gravity was interpolated from observed gravity values.
 JY0238
 JY0238;                    North         East    Units  Estimated Accuracy
 JY0238;SPC OH S     -   125,160.      642,540.      MT  (+/- 180 meters Scaled)
 JY0238
 JY0238                          SUPERSEDED SURVEY CONTROL
 JY0238
 JY0238  NGVD 29 (??/??/92)  217.850  (m)          714.73   (f) ADJ UNCH    2 0
 JY0238
 JY0238.Superseded values are not recommended for survey control.
 JY0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0238.See file dsdata.txt to determine how the superseded data were derived.
 JY0238
 JY0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD128312(NAD 83)
 JY0238_MARKER: DB = BENCH MARK DISK
 JY0238_SETTING: 66 = SET IN ROCK OUTCROP
 JY0238_SP_SET: ROCK CUT
 JY0238_STAMPING: D 232 1958
 JY0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0238+STABILITY: POSITION/ELEVATION WELL
 JY0238
 JY0238  HISTORY     - Date     Condition        Report By
 JY0238  HISTORY     - 1958     MONUMENTED       CGS
 JY0238
 JY0238                          STATION DESCRIPTION
 JY0238
 JY0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0238'2.2 MI SE FROM DARWIN.
 JY0238'ABOUT 2.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE
 JY0238'JUNCTION OF STATE HIGHWAY 680 AT DARWIN, 0.2 MILE NORTH OF THE
 JY0238'JUNCTION OF A GRAVEL ROAD LEADING EAST TO HEMLOCK GROVE, 31 1/2
 JY0238'FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND AT OUTSIDE
 JY0238'OF CURVE, SET VERTICALLY IN THE SOUTH FACE OF A 5-FOOT HIGH AND
 JY0238'25-FOOT LONG SOLID ROCK IN CUT BANK, 10 1/2 FEET SOUTHEAST
 JY0238'OF A CORNER IN ROCK POINTING TOWARDS HIGHWAY, 1 FOOT ABOVE THE
 JY0238'GROUND, AND ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0259 ***********************************************************************
 JY0259  DESIGNATION -  D 233
 JY0259  PID         -  JY0259
 JY0259  STATE/COUNTY-  OH/ATHENS
 JY0259  USGS QUAD   -  THE PLAINS (1995)
 JY0259
 JY0259                         *CURRENT SURVEY CONTROL
 JY0259  ___________________________________________________________________
 JY0259* NAD 83(1986)-  39 16 40.     (N)    082 08 41.     (W)     SCALED    
 JY0259* NAVD 88     -       202.241  (meters)     663.52   (feet)  ADJUSTED  
 JY0259  ___________________________________________________________________
 JY0259  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JY0259  DYNAMIC HT  -         202.117 (meters)     663.11  (feet)  COMP
 JY0259  MODELED GRAV-     980,009.9   (mgal)                       NAVD 88
 JY0259
 JY0259  VERT ORDER  -  SECOND    CLASS 0
 JY0259
 JY0259.The horizontal coordinates were scaled from a topographic map and have
 JY0259.an estimated accuracy of +/- 6 seconds.
 JY0259
 JY0259.The orthometric height was determined by differential leveling
 JY0259.and adjusted by the National Geodetic Survey in June 1991..
 JY0259
 JY0259.The geoid height was determined by GEOID03.
 JY0259
 JY0259.The dynamic height is computed by dividing the NAVD 88
 JY0259.geopotential number by the normal gravity value computed on the
 JY0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0259.degrees latitude (g = 980.6199 gals.).
 JY0259
 JY0259.The modeled gravity was interpolated from observed gravity values.
 JY0259
 JY0259;                    North         East    Units  Estimated Accuracy
 JY0259;SPC OH S     -   141,910.      630,650.      MT  (+/- 180 meters Scaled)
 JY0259
 JY0259                          SUPERSEDED SURVEY CONTROL
 JY0259
 JY0259  NGVD 29 (??/??/92)  202.417  (m)          664.10   (f) ADJ UNCH    2 0
 JY0259
 JY0259.Superseded values are not recommended for survey control.
 JY0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0259.See file dsdata.txt to determine how the superseded data were derived.
 JY0259
 JY0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD012482(NAD 83)
 JY0259_MARKER: DB = BENCH MARK DISK
 JY0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0259_SP_SET: CULVERT
 JY0259_STAMPING: D 233 1958
 JY0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0259
 JY0259  HISTORY     - Date     Condition        Report By
 JY0259  HISTORY     - 1958     MONUMENTED       CGS
 JY0259
 JY0259                          STATION DESCRIPTION
 JY0259
 JY0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0259'0.2 MI S FROM FISHER.
 JY0259'ABOUT 0.15 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE JUNCTION
 JY0259'OF OLD U.S. HIGHWAY 50 AND BRIDGE OVER MARGARET CREEK AT FISHER,
 JY0259'IN THE TOP OF SOUTH END OF WEST HEAD WALL OF A 5-FOOT CONCRETE
 JY0259'BOX CULVERT, 21 FEET WEST OF CENTER LINE OF ROAD AND ABOUT 1/2
 JY0259'FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1296 ***********************************************************************
 JX1296  DESIGNATION -  D 234
 JX1296  PID         -  JX1296
 JX1296  STATE/COUNTY-  OH/MEIGS
 JX1296  USGS QUAD   -  PORTLAND (1994)
 JX1296
 JX1296                         *CURRENT SURVEY CONTROL
 JX1296  ___________________________________________________________________
 JX1296* NAD 83(1986)-  39 05 53.     (N)    081 48 13.     (W)     SCALED    
 JX1296* NAVD 88     -       187.712  (meters)     615.85   (feet)  ADJUSTED  
 JX1296  ___________________________________________________________________
 JX1296  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX1296  DYNAMIC HT  -         187.591 (meters)     615.45  (feet)  COMP
 JX1296  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 JX1296
 JX1296  VERT ORDER  -  SECOND    CLASS 0
 JX1296
 JX1296.The horizontal coordinates were scaled from a topographic map and have
 JX1296.an estimated accuracy of +/- 6 seconds.
 JX1296
 JX1296.The orthometric height was determined by differential leveling
 JX1296.and adjusted by the National Geodetic Survey in June 1991..
 JX1296
 JX1296.The geoid height was determined by GEOID03.
 JX1296
 JX1296.The dynamic height is computed by dividing the NAVD 88
 JX1296.geopotential number by the normal gravity value computed on the
 JX1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1296.degrees latitude (g = 980.6199 gals.).
 JX1296
 JX1296.The modeled gravity was interpolated from observed gravity values.
 JX1296
 JX1296;                    North         East    Units  Estimated Accuracy
 JX1296;SPC OH S     -   122,130.      660,240.      MT  (+/- 180 meters Scaled)
 JX1296
 JX1296                          SUPERSEDED SURVEY CONTROL
 JX1296
 JX1296  NGVD 29 (??/??/92)  187.894  (m)          616.45   (f) ADJ UNCH    2 0
 JX1296
 JX1296.Superseded values are not recommended for survey control.
 JX1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1296.See file dsdata.txt to determine how the superseded data were derived.
 JX1296
 JX1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD305279(NAD 83)
 JX1296_MARKER: DB = BENCH MARK DISK
 JX1296_SETTING: 66 = SET IN ROCK OUTCROP
 JX1296_SP_SET: ROCK CUT
 JX1296_STAMPING: D 234 1958
 JX1296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1296+STABILITY: POSITION/ELEVATION WELL
 JX1296
 JX1296  HISTORY     - Date     Condition        Report By
 JX1296  HISTORY     - 1958     MONUMENTED       CGS
 JX1296  HISTORY     - 1976     GOOD             NGS
 JX1296
 JX1296                          STATION DESCRIPTION
 JX1296
 JX1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1296'1.5 MI N FROM LONG BOTTOM.
 JX1296'ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 124 FROM THE POST
 JX1296'OFFICE AT LONG BOTTOM, THENCE ABOUT 1.2 MILES NORTH ALONG STATE
 JX1296'HIGHWAY 248, SET VERTICALLY IN THE SOUTHWEST FACE OF A 6-FOOT HIGH
 JX1296'AND 15-FOOT WIDE ROCK IN A CUT BANK, 18 FEET NORTHEAST OF CENTER
 JX1296'LINE OF HIGHWAY, 46 1/2 FEET EAST AND ACROSS HIGHWAY FROM THE
 JX1296'SOUTHEAST END OF SOUTHWEST CONCRETE BANISTER OF A BRIDGE OVER
 JX1296'GUYAN RUN AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
 JX1296
 JX1296                          STATION RECOVERY (1976)
 JX1296
 JX1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1099 ***********************************************************************
 JX1099  DESIGNATION -  D 235 RESET
 JX1099  PID         -  JX1099
 JX1099  STATE/COUNTY-  OH/WASHINGTON
 JX1099  USGS QUAD   -  PARKERSBURG (1994)
 JX1099
 JX1099                         *CURRENT SURVEY CONTROL
 JX1099  ___________________________________________________________________
 JX1099* NAD 83(1986)-  39 17 51.     (N)    081 34 02.     (W)     SCALED    
 JX1099* NAVD 88     -       182.47   (+/-2cm)     598.7    (feet)  VERTCON   
 JX1099  ___________________________________________________________________
 JX1099  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1099
 JX1099  VERT ORDER  -  THIRD (See Below)
 JX1099
 JX1099.The horizontal coordinates were scaled from a topographic map and have
 JX1099.an estimated accuracy of +/- 6 seconds.
 JX1099
 JX1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1099.The vertical order pertains to the NGVD 29 superseded value.
 JX1099
 JX1099.The geoid height was determined by GEOID03.
 JX1099
 JX1099;                    North         East    Units  Estimated Accuracy
 JX1099;SPC OH S     -   144,460.      680,460.      MT  (+/- 180 meters Scaled)
 JX1099
 JX1099                          SUPERSEDED SURVEY CONTROL
 JX1099
 JX1099  NGVD 29 (10/13/05)  182.66   (m)          599.3    (f) RESET       3  
 JX1099
 JX1099.Superseded values are not recommended for survey control.
 JX1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1099.See file dsdata.txt to determine how the superseded data were derived.
 JX1099
 JX1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD510499(NAD 83)
 JX1099_MARKER: DB = BENCH MARK DISK
 JX1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1099_STAMPING: D 235 RESET 1965
 JX1099_MARK LOGO: CGS   
 JX1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1099+STABILITY: SURFACE MOTION
 JX1099
 JX1099  HISTORY     - Date     Condition        Report By
 JX1099  HISTORY     - 1965     MONUMENTED       CGS
 JX1099
 JX1099                          STATION DESCRIPTION
 JX1099
 JX1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JX1099'1.6 MI N FROM BELPRE.
 JX1099'ABOUT 0.95 MILE NORTH ALONG STATE ROUTE 7 FROM THE JUNCTION OF
 JX1099'U.S. HIGHWAY 50 AND STATE ROUTE 7 NEAR THE WEST END OF THE
 JX1099'MEMORIAL TOLL BRIDGE IN NORTH BELPRE.  MARK IS 51 FEET EAST OF
 JX1099'THE APPROXIMATE CENTER OF STATE ROUTE 7, 3 FEET NORTH OF A
 JX1099'POWERLINE POLE AND 0.8 FOOT WEST OF A METAL WITNESS POST AND
 JX1099'SIGN.  A STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE,
 JX1099'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JX1099'D 235 RESET 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0833 ***********************************************************************
 JX0833  DESIGNATION -  D 236
 JX0833  PID         -  JX0833
 JX0833  STATE/COUNTY-  OH/WASHINGTON
 JX0833  USGS QUAD   -  MARIETTA (1994)
 JX0833
 JX0833                         *CURRENT SURVEY CONTROL
 JX0833  ___________________________________________________________________
 JX0833* NAD 83(1986)-  39 29 41.     (N)    081 29 27.     (W)     SCALED    
 JX0833* NAVD 88     -       188.860  (meters)     619.62   (feet)  ADJUSTED  
 JX0833  ___________________________________________________________________
 JX0833  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX0833  DYNAMIC HT  -         188.747 (meters)     619.25  (feet)  COMP
 JX0833  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 JX0833
 JX0833  VERT ORDER  -  FIRST     CLASS II
 JX0833
 JX0833.The horizontal coordinates were scaled from a topographic map and have
 JX0833.an estimated accuracy of +/- 6 seconds.
 JX0833
 JX0833.The orthometric height was determined by differential leveling
 JX0833.and adjusted by the National Geodetic Survey in June 1991..
 JX0833
 JX0833.The geoid height was determined by GEOID03.
 JX0833
 JX0833.The dynamic height is computed by dividing the NAVD 88
 JX0833.geopotential number by the normal gravity value computed on the
 JX0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0833.degrees latitude (g = 980.6199 gals.).
 JX0833
 JX0833.The modeled gravity was interpolated from observed gravity values.
 JX0833
 JX0833;                    North         East    Units  Estimated Accuracy
 JX0833;SPC OH S     -   166,420.      686,800.      MT  (+/- 180 meters Scaled)
 JX0833
 JX0833                          SUPERSEDED SURVEY CONTROL
 JX0833
 JX0833  NGVD 29 (??/??/92)  189.038  (m)          620.20   (f) ADJ UNCH    1 2
 JX0833
 JX0833.Superseded values are not recommended for survey control.
 JX0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0833.See file dsdata.txt to determine how the superseded data were derived.
 JX0833
 JX0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD577717(NAD 83)
 JX0833_MARKER: DB = BENCH MARK DISK
 JX0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0833_SP_SET: BRIDGE
 JX0833_STAMPING: D 236 1959
 JX0833_MARK LOGO: CGS   
 JX0833_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX0833+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1992
 JX0833
 JX0833  HISTORY     - Date     Condition        Report By
 JX0833  HISTORY     - 1959     MONUMENTED       CGS
 JX0833  HISTORY     - 19921005 GOOD             GEOMET
 JX0833
 JX0833                          STATION DESCRIPTION
 JX0833
 JX0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX0833'5.2 MI SE FROM LOWELL.
 JX0833'ABOUT 5.15 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0833'FROM THE STATION AT LOWELL, AT MILEPOLE 64-10, 5 FEET NORTHWEST
 JX0833'OF THE NORTHWEST RAIL, IN TOP OF THE NORTHWEST END OF THE
 JX0833'NORTHEAST ABUTMENT (BRIDGE SEAT) TO A RAILROAD BRIDGE OVER RAINBOW
 JX0833'CREEK AND ALSO OVER COUNTY ROAD 31, 2 1/2 FEET SOUTHEAST OF THE
 JX0833'NORTHWEST END OF THE ABUTMENT, AND ABOUT 4 1/2 FEET BELOW THE
 JX0833'LEVEL OF THE TRACK.
 JX0833
 JX0833                          STATION RECOVERY (1992)
 JX0833
 JX0833'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1992
 JX0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2299 ***********************************************************************
 JX2299  DESIGNATION -  D 236 ECC
 JX2299  PID         -  JX2299
 JX2299  STATE/COUNTY-  OH/WASHINGTON
 JX2299  USGS QUAD   -  MARIETTA (1994)
 JX2299
 JX2299                         *CURRENT SURVEY CONTROL
 JX2299  ___________________________________________________________________
 JX2299* NAD 83(1995)-  39 29 39.42378(N)    081 29 26.37926(W)     ADJUSTED  
 JX2299* NAVD 88     -       183.44   (meters)     601.8    (feet)  LEVELING  
 JX2299  ___________________________________________________________________
 JX2299  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 JX2299  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX2299
 JX2299  HORZ ORDER  -  FIRST
 JX2299  VERT ORDER  -  THIRD ?
 JX2299
 JX2299.The horizontal coordinates were established by GPS observations
 JX2299.and adjusted by the National Geodetic Survey in April 1998..
 JX2299
 JX2299.The orthometric height was determined by differential leveling.
 JX2299.The vertical network tie was performed by a horz. field party for horz.
 JX2299.obs reductions. Reset procedures were used to establish the elevation.
 JX2299
 JX2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2299
 JX2299.The geoid height was determined by GEOID03.
 JX2299
 JX2299;                    North         East     Units Scale Factor Converg.
 JX2299;SPC OH S     -   166,370.930   686,816.603   MT  0.99993774   +0 38 25.6
 JX2299;UTM  17      - 4,371,745.081   457,809.905   MT  0.99962191   -0 18 43.4
 JX2299
 JX2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2299!SPC OH S     -   0.99997659  x   0.99993774  =   0.99991433
 JX2299!UTM  17      -   0.99997659  x   0.99962191  =   0.99959851
 JX2299
 JX2299                          SUPERSEDED SURVEY CONTROL
 JX2299
 JX2299  NAD 83(1986)-  39 29 39.42820(N)    081 29 26.38807(W) AD(       ) 1
 JX2299
 JX2299.Superseded values are not recommended for survey control.
 JX2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2299.See file dsdata.txt to determine how the superseded data were derived.
 JX2299
 JX2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5781071745(NAD 83)
 JX2299_MARKER: S = SPIKE
 JX2299_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 JX2299_SP_SET: PILE OR POLE
 JX2299_MARK LOGO: OH4730
 JX2299_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX2299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2299+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1992
 JX2299
 JX2299  HISTORY     - Date     Condition        Report By
 JX2299  HISTORY     - 1990     MONUMENTED       GEOMET
 JX2299  HISTORY     - 19921014 GOOD
 JX2299
 JX2299                          STATION DESCRIPTION
 JX2299
 JX2299'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1990
 JX2299'THE ECCENTRIC STATION IS LOCATED IN WASHINGTON COUNTY, OHIO IN THE
 JX2299'CITY OF MARIETTA.
 JX2299'THE ECCENTRIC STATION IS ABOUT 150.0 FEETSOUTH OF BENCHMARK D236 WHICH
 JX2299'WAS RECOVERED BUT WAS UNSUITABLE FOR OCCUPATION BY GPS.  A LEVELING
 JX2299'CONNECTION WAS MADE TO THE BENCHMARK AND THIS ECCENTRIC STATION WAS
 JX2299'OCCUPIED BY GPS.
 JX2299'TO REACH THE ECCENTRIC STATION FROM THE RAIL ROAD DEPOT IN LOWELL AND
 JX2299'TOWNSHIP ROAD 32 PROCEED SOUTH AND WEST ALONG T32 7.0 MILESTO ITS
 JX2299'INTERSECTION WITH TOWNSHIP ROAD 31 AND RAINBOW CREEK. TURN LEFT AND
 JX2299'PROCEED SOUTH ALONG FIELD ROAD 110 FEETAND THE ECCENTRIC STATION ON
 JX2299'THE LEFT.
 JX2299'THE ECCENTRIC STATION IS A RAILROAD SPIKE SET FLUSH WITH THE GROUND.
 JX2299'THE STATION IS 110.0 FEETSOUTH FROM THE CENTERLINE OF TOWNSHIP ROAD
 JX2299'32, 21.0 FEETEAST FROM THE TOP OF BANK OF RAINBOW CREEK, 6.0 FEETEAST
 JX2299'FROM THE CENTERLINE OF FIELD ROAD AND 96.0 FEETSOUTHEAST FROM THE
 JX2299'SOUTHEAST CORNER OF BRIDGE ON TOWNSHIP ROAD 32 OVER RAINBOW CREEK.
 JX2299
 JX2299                          STATION RECOVERY (1992)
 JX2299
 JX2299'RECOVERED 1992
 JX2299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1536 ***********************************************************************
 JX1536  DESIGNATION -  D 237
 JX1536  PID         -  JX1536
 JX1536  STATE/COUNTY-  OH/WASHINGTON
 JX1536  USGS QUAD   -  BEVERLY (1994)
 JX1536
 JX1536                         *CURRENT SURVEY CONTROL
 JX1536  ___________________________________________________________________
 JX1536* NAD 83(1986)-  39 35 04.     (N)    081 42 30.     (W)     SCALED    
 JX1536* NAVD 88     -       195.592  (meters)     641.70   (feet)  ADJUSTED  
 JX1536  ___________________________________________________________________
 JX1536  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX1536  DYNAMIC HT  -         195.474 (meters)     641.32  (feet)  COMP
 JX1536  MODELED GRAV-     980,023.8   (mgal)                       NAVD 88
 JX1536
 JX1536  VERT ORDER  -  FIRST     CLASS II
 JX1536
 JX1536.The horizontal coordinates were scaled from a topographic map and have
 JX1536.an estimated accuracy of +/- 6 seconds.
 JX1536
 JX1536.The orthometric height was determined by differential leveling
 JX1536.and adjusted by the National Geodetic Survey in June 1991..
 JX1536
 JX1536.The geoid height was determined by GEOID03.
 JX1536
 JX1536.The dynamic height is computed by dividing the NAVD 88
 JX1536.geopotential number by the normal gravity value computed on the
 JX1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1536.degrees latitude (g = 980.6199 gals.).
 JX1536
 JX1536.The modeled gravity was interpolated from observed gravity values.
 JX1536
 JX1536;                    North         East    Units  Estimated Accuracy
 JX1536;SPC OH S     -   176,190.      668,010.      MT  (+/- 180 meters Scaled)
 JX1536
 JX1536                          SUPERSEDED SURVEY CONTROL
 JX1536
 JX1536  NGVD 29 (??/??/92)  195.779  (m)          642.32   (f) ADJ UNCH    1 2
 JX1536
 JX1536.Superseded values are not recommended for survey control.
 JX1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1536.See file dsdata.txt to determine how the superseded data were derived.
 JX1536
 JX1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD391818(NAD 83)
 JX1536_MARKER: DB = BENCH MARK DISK
 JX1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1536_STAMPING: D 237 1959
 JX1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1536+STABILITY: SURFACE MOTION
 JX1536
 JX1536  HISTORY     - Date     Condition        Report By
 JX1536  HISTORY     - 1959     MONUMENTED       CGS
 JX1536
 JX1536                          STATION DESCRIPTION
 JX1536
 JX1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1536'5.8 MI NW FROM WATERFORD.
 JX1536'ABOUT 5.85 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1536'FROM THE STATION AT WATERFORD, ON THE OUTSIDE OF A LONG CURVE
 JX1536'WITH TANGENTS EXTENDING SOUTHWEST AND EAST, AT A PRIVATE ROAD
 JX1536'CROSSING LEADING NORTH AND SOUTH, AT MILEPOST 44, 26 1/2 FEET
 JX1536'NORTH OF THE NORTH RAIL, 33 FEET EAST OF THE CENTER LINE OF THE
 JX1536'ROAD, 62 FEET NORTHEAST OF THE CENTER LINE OF THE CROSSING,
 JX1536'62 FEET EAST OF AND ACROSS THE ROAD FROM THE MILEPOST, 17 FEET
 JX1536'EAST OF A 36-INCH ELM TREE, 21 FEET WEST OF THE FIRST POLE
 JX1536'EAST OF THE MILEPOST, 2 FEET WEST OF A STEEL WITNESS POST,
 JX1536'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP
 JX1536'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0131 ***********************************************************************
 MC0131  DESIGNATION -  D 238 RESET
 MC0131  PID         -  MC0131
 MC0131  STATE/COUNTY-  OH/MEDINA
 MC0131  USGS QUAD   -  SULLIVAN (1973)
 MC0131
 MC0131                         *CURRENT SURVEY CONTROL
 MC0131  ___________________________________________________________________
 MC0131* NAD 83(1986)-  41 02 17.     (N)    082 07 33.     (W)     SCALED    
 MC0131* NAVD 88     -       324.344  (meters)    1064.12   (feet)  ADJUSTED  
 MC0131  ___________________________________________________________________
 MC0131  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MC0131  DYNAMIC HT  -         324.202 (meters)    1063.65  (feet)  COMP
 MC0131  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 MC0131
 MC0131  VERT ORDER  -  FIRST     CLASS I
 MC0131
 MC0131.The horizontal coordinates were scaled from a topographic map and have
 MC0131.an estimated accuracy of +/- 6 seconds.
 MC0131
 MC0131.The orthometric height was determined by differential leveling
 MC0131.and adjusted by the National Geodetic Survey in June 1991..
 MC0131
 MC0131.The geoid height was determined by GEOID03.
 MC0131
 MC0131.The dynamic height is computed by dividing the NAVD 88
 MC0131.geopotential number by the normal gravity value computed on the
 MC0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0131.degrees latitude (g = 980.6199 gals.).
 MC0131
 MC0131.The modeled gravity was interpolated from observed gravity values.
 MC0131
 MC0131;                    North         East    Units  Estimated Accuracy
 MC0131;SPC OH N     -   152,360.      631,460.      MT  (+/- 180 meters Scaled)
 MC0131
 MC0131                          SUPERSEDED SURVEY CONTROL
 MC0131
 MC0131  NGVD 29 (??/??/92)  324.544  (m)         1064.77   (f) ADJ UNCH    1 1
 MC0131
 MC0131.Superseded values are not recommended for survey control.
 MC0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0131.See file dsdata.txt to determine how the superseded data were derived.
 MC0131
 MC0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF053435(NAD 83)
 MC0131_MARKER: DB = BENCH MARK DISK
 MC0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0131_SP_SET: ABUTMENT
 MC0131_STAMPING: D 238 RESET 1960
 MC0131_MARK LOGO: CGS   
 MC0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0131
 MC0131  HISTORY     - Date     Condition        Report By
 MC0131  HISTORY     - 1960     MONUMENTED       CGS
 MC0131  HISTORY     - 1967     GOOD             CGS
 MC0131  HISTORY     - 1987     GOOD             OHDT
 MC0131
 MC0131                          STATION DESCRIPTION
 MC0131
 MC0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MC0131'5.3 MI E FROM SULLIVAN.
 MC0131'ABOUT 5.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0131'THE CROSSING OF STATE HIGHWAY 58 AT SULLIVAN, ALSO ABOUT 0.8
 MC0131'MILE NORTH ALONG STATE HIGHWAY 310 FROM THE INTERSECTION OF
 MC0131'U.S. HIGHWAY 224 AT HOMERVILLE, SET ON THE TOP OF THE EAST END
 MC0131'OF THE SOUTH ABUTMENT OF THE HIGHWAY BRIDGE OVER THE TRACK, 18
 MC0131'FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE
 MC0131'THE LEVEL OF THE HIGHWAY.
 MC0131
 MC0131                          STATION RECOVERY (1987)
 MC0131
 MC0131'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0067 ***********************************************************************
 KZ0067  DESIGNATION -  D 239
 KZ0067  PID         -  KZ0067
 KZ0067  STATE/COUNTY-  OH/WAYNE
 KZ0067  USGS QUAD   -  NEW PITTSBURG (1978)
 KZ0067
 KZ0067                         *CURRENT SURVEY CONTROL
 KZ0067  ___________________________________________________________________
 KZ0067* NAD 83(1986)-  40 48 26.     (N)    082 05 49.     (W)     SCALED    
 KZ0067* NAVD 88     -       329.106  (meters)    1079.74   (feet)  ADJUSTED  
 KZ0067  ___________________________________________________________________
 KZ0067  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KZ0067  DYNAMIC HT  -         328.957 (meters)    1079.25  (feet)  COMP
 KZ0067  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 KZ0067
 KZ0067  VERT ORDER  -  SECOND    CLASS 0
 KZ0067
 KZ0067.The horizontal coordinates were scaled from a topographic map and have
 KZ0067.an estimated accuracy of +/- 6 seconds.
 KZ0067
 KZ0067.The orthometric height was determined by differential leveling
 KZ0067.and adjusted by the National Geodetic Survey in June 1991..
 KZ0067
 KZ0067.The geoid height was determined by GEOID03.
 KZ0067
 KZ0067.The dynamic height is computed by dividing the NAVD 88
 KZ0067.geopotential number by the normal gravity value computed on the
 KZ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0067.degrees latitude (g = 980.6199 gals.).
 KZ0067
 KZ0067.The modeled gravity was interpolated from observed gravity values.
 KZ0067
 KZ0067;                    North         East    Units  Estimated Accuracy
 KZ0067;SPC OH N     -   126,730.      634,010.      MT  (+/- 180 meters Scaled)
 KZ0067
 KZ0067                          SUPERSEDED SURVEY CONTROL
 KZ0067
 KZ0067  NGVD 29 (??/??/92)  329.303  (m)         1080.39   (f) ADJ UNCH    2 0
 KZ0067
 KZ0067.Superseded values are not recommended for survey control.
 KZ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0067.See file dsdata.txt to determine how the superseded data were derived.
 KZ0067
 KZ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF074179(NAD 83)
 KZ0067_MARKER: DB = BENCH MARK DISK
 KZ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0067_STAMPING: D 239 1959
 KZ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0067+STABILITY: SURFACE MOTION
 KZ0067
 KZ0067  HISTORY     - Date     Condition        Report By
 KZ0067  HISTORY     - 1959     MONUMENTED       CGS
 KZ0067  HISTORY     - 1970     GOOD             NGS
 KZ0067  HISTORY     - 1987     GOOD             OHDT
 KZ0067
 KZ0067                          STATION DESCRIPTION
 KZ0067
 KZ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0067'0.4 MI E FROM REEDSBURG.
 KZ0067'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM GRACE CHURCH AT
 KZ0067'REEDSBURG, 0.2 MILE EAST OF NORTHEAST CORNER OF A LARGE
 KZ0067'CEMETERY LOCATED SOUTH OF HIGHWAY, AT THE INTERSECTION OF COUNTY
 KZ0067'ROAD NO. 149, 39 FEET SOUTH OF CENTER LINE OF HIGHWAY, 34 1/2
 KZ0067'FEET WEST OF CENTER LINE OF COUNTY ROAD, 48 FEET SOUTHWEST OF
 KZ0067'CENTER OF INTERSECTION, 16 FEET SOUTHWEST OF WEST END OF AN
 KZ0067'18-INCH PIPE CULVERT UNDER ROAD, 2 1/2 FEET NORTH OF A
 KZ0067'TELEPHONE POLE, 2 FEET EAST OF A STEEL WITNESS POST, ABOUT 3
 KZ0067'FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KZ0067'POST PROJECTING 3 INCHES.
 KZ0067
 KZ0067                          STATION RECOVERY (1970)
 KZ0067
 KZ0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0067'RECOVERED IN GOOD CONDITION.
 KZ0067
 KZ0067                          STATION RECOVERY (1987)
 KZ0067
 KZ0067'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0097 ***********************************************************************
 KZ0097  DESIGNATION -  D 240
 KZ0097  PID         -  KZ0097
 KZ0097  STATE/COUNTY-  OH/ASHLAND
 KZ0097  USGS QUAD   -  POLK (1981)
 KZ0097
 KZ0097                         *CURRENT SURVEY CONTROL
 KZ0097  ___________________________________________________________________
 KZ0097* NAD 83(1986)-  40 58 26.     (N)    082 11 24.     (W)     SCALED    
 KZ0097* NAVD 88     -       367.395  (meters)    1205.36   (feet)  ADJUSTED  
 KZ0097  ___________________________________________________________________
 KZ0097  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KZ0097  DYNAMIC HT  -         367.233 (meters)    1204.83  (feet)  COMP
 KZ0097  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 KZ0097
 KZ0097  VERT ORDER  -  SECOND    CLASS 0
 KZ0097
 KZ0097.The horizontal coordinates were scaled from a topographic map and have
 KZ0097.an estimated accuracy of +/- 6 seconds.
 KZ0097
 KZ0097.The orthometric height was determined by differential leveling
 KZ0097.and adjusted by the National Geodetic Survey in June 1991..
 KZ0097
 KZ0097.The geoid height was determined by GEOID03.
 KZ0097
 KZ0097.The dynamic height is computed by dividing the NAVD 88
 KZ0097.geopotential number by the normal gravity value computed on the
 KZ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0097.degrees latitude (g = 980.6199 gals.).
 KZ0097
 KZ0097.The modeled gravity was interpolated from observed gravity values.
 KZ0097
 KZ0097;                    North         East    Units  Estimated Accuracy
 KZ0097;SPC OH N     -   145,210.      626,090.      MT  (+/- 180 meters Scaled)
 KZ0097
 KZ0097                          SUPERSEDED SURVEY CONTROL
 KZ0097
 KZ0097  NGVD 29 (??/??/92)  367.579  (m)         1205.97   (f) ADJ UNCH    2 0
 KZ0097
 KZ0097.Superseded values are not recommended for survey control.
 KZ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0097.See file dsdata.txt to determine how the superseded data were derived.
 KZ0097
 KZ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF998365(NAD 83)
 KZ0097_MARKER: DB = BENCH MARK DISK
 KZ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0097_STAMPING: D 240 1959
 KZ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0097+STABILITY: SURFACE MOTION
 KZ0097
 KZ0097  HISTORY     - Date     Condition        Report By
 KZ0097  HISTORY     - 1959     MONUMENTED       CGS
 KZ0097  HISTORY     - 1970     GOOD             NGS
 KZ0097  HISTORY     - 1987     GOOD             OHDT
 KZ0097
 KZ0097                          STATION DESCRIPTION
 KZ0097
 KZ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0097'1.4 MI W FROM ALBION.
 KZ0097'ABOUT 1.45 MILES WEST ALONG COUNTY ROAD 9 FROM THE INTERSECTION
 KZ0097'OF COUNTY ROAD 132 AT ALBION, 0.75 MILE WEST OF ST. JOHNS
 KZ0097'REFORM CHURCH, AT THE FOOT OF A SLIGHT HILL AND ON THE WEST
 KZ0097'SLOPE, 21 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 51
 KZ0097'FEET EAST OF THE NORTH END OF A 36-INCH PIPE CULVERT, 2 1/2
 KZ0097'FEET WEST OF THE 2ND. TELEPHONE POLE WEST OF A WHITE PAINTED
 KZ0097'BARN NORTH OF THE ROAD, 2 FEET EAST OF A STEEL WITNESS POST,
 KZ0097'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 KZ0097'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0097
 KZ0097                          STATION RECOVERY (1970)
 KZ0097
 KZ0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0097'RECOVERED IN GOOD CONDITION.
 KZ0097
 KZ0097                          STATION RECOVERY (1987)
 KZ0097
 KZ0097'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0207 ***********************************************************************
 KZ0207  DESIGNATION -  D 241
 KZ0207  PID         -  KZ0207
 KZ0207  STATE/COUNTY-  OH/WAYNE
 KZ0207  USGS QUAD   -  WEST SALEM (1981)
 KZ0207
 KZ0207                         *CURRENT SURVEY CONTROL
 KZ0207  ___________________________________________________________________
 KZ0207* NAD 83(1986)-  40 55 35.     (N)    082 03 00.     (W)     SCALED    
 KZ0207* NAVD 88     -       353.754  (meters)    1160.61   (feet)  ADJUSTED  
 KZ0207  ___________________________________________________________________
 KZ0207  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KZ0207  DYNAMIC HT  -         353.599 (meters)    1160.10  (feet)  COMP
 KZ0207  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 KZ0207
 KZ0207  VERT ORDER  -  SECOND    CLASS 0
 KZ0207
 KZ0207.The horizontal coordinates were scaled from a topographic map and have
 KZ0207.an estimated accuracy of +/- 6 seconds.
 KZ0207
 KZ0207.The orthometric height was determined by differential leveling
 KZ0207.and adjusted by the National Geodetic Survey in June 1991..
 KZ0207
 KZ0207.The geoid height was determined by GEOID03.
 KZ0207
 KZ0207.The dynamic height is computed by dividing the NAVD 88
 KZ0207.geopotential number by the normal gravity value computed on the
 KZ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0207.degrees latitude (g = 980.6199 gals.).
 KZ0207
 KZ0207.The modeled gravity was interpolated from observed gravity values.
 KZ0207
 KZ0207;                    North         East    Units  Estimated Accuracy
 KZ0207;SPC OH N     -   139,990.      637,900.      MT  (+/- 180 meters Scaled)
 KZ0207
 KZ0207                          SUPERSEDED SURVEY CONTROL
 KZ0207
 KZ0207  NGVD 29 (??/??/92)  353.957  (m)         1161.27   (f) ADJ UNCH    2 0
 KZ0207
 KZ0207.Superseded values are not recommended for survey control.
 KZ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0207.See file dsdata.txt to determine how the superseded data were derived.
 KZ0207
 KZ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF115311(NAD 83)
 KZ0207_MARKER: DB = BENCH MARK DISK
 KZ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0207_STAMPING: D 241 1959
 KZ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0207+STABILITY: SURFACE MOTION
 KZ0207
 KZ0207  HISTORY     - Date     Condition        Report By
 KZ0207  HISTORY     - 1959     MONUMENTED       CGS
 KZ0207  HISTORY     - 1987     GOOD             OHDT
 KZ0207
 KZ0207                          STATION DESCRIPTION
 KZ0207
 KZ0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0207'AT CONGRESS.
 KZ0207'AT CONGRESS, ABOUT 0.15 MILE EAST OF THE EAST JUNCTION OF STATE
 KZ0207'HIGHWAY 604 AND COUNTY ROAD 503, AT THE EAST CORPORATION LIMIT
 KZ0207'SIGN, 18 1/2 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 604, 87 1/2
 KZ0207'FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER
 KZ0207'OF A LARGE BARN WITH A WHITE PAINTED SILO, 11 FEET EAST OF A
 KZ0207'24-INCH CHERRY TREE, 4 FEET EAST OF A T FENCE CORNER POST, 1
 KZ0207'FOOT NORTH OF THE EAST-WEST FENCE LINE, 2 1/2 FEET EAST OF A
 KZ0207'STEEL POST SUPPORTING A SMALL PLACK MARKED BY THE LETTERS AND
 KZ0207'NUMBERS S 0 95 2A, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 KZ0207'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0207
 KZ0207                          STATION RECOVERY (1987)
 KZ0207
 KZ0207'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0155 ***********************************************************************
 KZ0155  DESIGNATION -  D 242
 KZ0155  PID         -  KZ0155
 KZ0155  STATE/COUNTY-  OH/ASHLAND
 KZ0155  USGS QUAD   -  POLK (1981)
 KZ0155
 KZ0155                         *CURRENT SURVEY CONTROL
 KZ0155  ___________________________________________________________________
 KZ0155* NAD 83(1986)-  40 58 45.     (N)    082 14 13.     (W)     SCALED    
 KZ0155* NAVD 88     -       354.108  (meters)    1161.77   (feet)  ADJUSTED  
 KZ0155  ___________________________________________________________________
 KZ0155  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KZ0155  DYNAMIC HT  -         353.950 (meters)    1161.25  (feet)  COMP
 KZ0155  MODELED GRAV-     980,168.4   (mgal)                       NAVD 88
 KZ0155
 KZ0155  VERT ORDER  -  SECOND    CLASS 0
 KZ0155
 KZ0155.The horizontal coordinates were scaled from a topographic map and have
 KZ0155.an estimated accuracy of +/- 6 seconds.
 KZ0155
 KZ0155.The orthometric height was determined by differential leveling
 KZ0155.and adjusted by the National Geodetic Survey in June 1991..
 KZ0155
 KZ0155.The geoid height was determined by GEOID03.
 KZ0155
 KZ0155.The dynamic height is computed by dividing the NAVD 88
 KZ0155.geopotential number by the normal gravity value computed on the
 KZ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0155.degrees latitude (g = 980.6199 gals.).
 KZ0155
 KZ0155.The modeled gravity was interpolated from observed gravity values.
 KZ0155
 KZ0155;                    North         East    Units  Estimated Accuracy
 KZ0155;SPC OH N     -   145,780.      622,140.      MT  (+/- 180 meters Scaled)
 KZ0155
 KZ0155                          SUPERSEDED SURVEY CONTROL
 KZ0155
 KZ0155  NGVD 29 (??/??/92)  354.285  (m)         1162.35   (f) ADJ UNCH    2 0
 KZ0155
 KZ0155.Superseded values are not recommended for survey control.
 KZ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0155.See file dsdata.txt to determine how the superseded data were derived.
 KZ0155
 KZ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF959371(NAD 83)
 KZ0155_MARKER: DB = BENCH MARK DISK
 KZ0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0155_SP_SET: CULVERT
 KZ0155_STAMPING: D 242 1959
 KZ0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0155
 KZ0155  HISTORY     - Date     Condition        Report By
 KZ0155  HISTORY     - 1959     MONUMENTED       CGS
 KZ0155  HISTORY     - 1970     GOOD             NGS
 KZ0155  HISTORY     - 1987     GOOD             OHDT
 KZ0155  HISTORY     - 1991     GOOD             USPSQD
 KZ0155
 KZ0155                          STATION DESCRIPTION
 KZ0155
 KZ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0155'3.5 MI S FROM SULLIVAN.
 KZ0155'ABOUT 3.5 MILES SOUTH ALONG STATE HIGHWAY 58 FROM THE INTERSECTION
 KZ0155'OF U.S. HIGHWAY 224 AT SULLIVAN, 1.15 MILES SOUTHWEST OF THE
 KZ0155'JUNCTION OF STATE HIGHWAY 89, 0.4 MILE NORTHEAST OF THE INTERSECTION
 KZ0155'OF ASHLAND COUNTY ROAD 9, 22 FEET NORTHWEST OF THE CENTER LINE
 KZ0155'OF THE HIGHWAY, IN TOP OF THE WING WALL AT THE WEST CORNER OF A
 KZ0155'15-FOOT CONCRETE BOX CULVERT FOR A SMALL WET WEATHER STREAM, AND
 KZ0155'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KZ0155
 KZ0155                          STATION RECOVERY (1970)
 KZ0155
 KZ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0155'RECOVERED IN GOOD CONDITION.
 KZ0155
 KZ0155                          STATION RECOVERY (1987)
 KZ0155
 KZ0155'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0155'RECOVERED IN GOOD CONDITION.
 KZ0155
 KZ0155                          STATION RECOVERY (1991)
 KZ0155
 KZ0155'RECOVERY NOTE BY US POWER SQUADRON 1991 (DE)
 KZ0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0250 ***********************************************************************
 KZ0250  DESIGNATION -  D 243
 KZ0250  PID         -  KZ0250
 KZ0250  STATE/COUNTY-  OH/ASHLAND
 KZ0250  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0250
 KZ0250                         *CURRENT SURVEY CONTROL
 KZ0250  ___________________________________________________________________
 KZ0250* NAD 83(1986)-  40 51 29.     (N)    082 07 33.     (W)     SCALED    
 KZ0250* NAVD 88     -       347.484  (meters)    1140.04   (feet)  ADJUSTED  
 KZ0250  ___________________________________________________________________
 KZ0250  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KZ0250  DYNAMIC HT  -         347.328 (meters)    1139.53  (feet)  COMP
 KZ0250  MODELED GRAV-     980,165.2   (mgal)                       NAVD 88
 KZ0250
 KZ0250  VERT ORDER  -  SECOND    CLASS 0
 KZ0250
 KZ0250.The horizontal coordinates were scaled from a topographic map and have
 KZ0250.an estimated accuracy of +/- 6 seconds.
 KZ0250
 KZ0250.The orthometric height was determined by differential leveling
 KZ0250.and adjusted by the National Geodetic Survey in June 1991..
 KZ0250
 KZ0250.The geoid height was determined by GEOID03.
 KZ0250
 KZ0250.The dynamic height is computed by dividing the NAVD 88
 KZ0250.geopotential number by the normal gravity value computed on the
 KZ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0250.degrees latitude (g = 980.6199 gals.).
 KZ0250
 KZ0250.The modeled gravity was interpolated from observed gravity values.
 KZ0250
 KZ0250;                    North         East    Units  Estimated Accuracy
 KZ0250;SPC OH N     -   132,370.      631,550.      MT  (+/- 180 meters Scaled)
 KZ0250
 KZ0250                          SUPERSEDED SURVEY CONTROL
 KZ0250
 KZ0250  NGVD 29 (??/??/92)  347.680  (m)         1140.68   (f) ADJ UNCH    2 0
 KZ0250
 KZ0250.Superseded values are not recommended for survey control.
 KZ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0250.See file dsdata.txt to determine how the superseded data were derived.
 KZ0250
 KZ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF051236(NAD 83)
 KZ0250_MARKER: DB = BENCH MARK DISK
 KZ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0250_STAMPING: D 243 1959
 KZ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0250+STABILITY: SURFACE MOTION
 KZ0250
 KZ0250  HISTORY     - Date     Condition        Report By
 KZ0250  HISTORY     - 1959     MONUMENTED       CGS
 KZ0250  HISTORY     - 1987     GOOD             OHDT
 KZ0250
 KZ0250                          STATION DESCRIPTION
 KZ0250
 KZ0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0250'1.6 MI E FROM ROWSBURG.
 KZ0250'ABOUT 0.95 MILE EAST ALONG U.S. HIGHWAY 250 FROM THE INTERSECTION
 KZ0250'OF PERRY TWP ROAD 46 AT ROWSBURG, THENCE ABOUT 0.65 MILE
 KZ0250'EAST ALONG PERRY TWP ROAD 183, AT THE ASHLAND-WAYNE COUNTY
 KZ0250'LINE, AT THE INTERSECTION OF WAYNE COUNTY ROAD 245 LEADING
 KZ0250'NORTH-SOUTH, WAYNE COUNTY ROAD LEADING EAST, AND PERRY TWP ROAD
 KZ0250'183 LEADING EAST, 14 FEET WEST OF THE CENTER LINE OF ROAD 245,
 KZ0250'33 FEET NORTH OF THE CENTER LINE OF ROAD 183, 38 FEET NORTHWEST
 KZ0250'OF THE CENTER OF THE INTERSECTION, 11 FEET NORTH OF THE FIRST
 KZ0250'POWER LINE POLE NORTH OF ROAD 183, 3 FEET SOUTH OF THE FIRST
 KZ0250'TELEPHONE POLE NORTH OF ROAD 183, 3 FEET SOUTH OF THE FIRST
 KZ0250'TELEPHONE POLE NORTH OF ROAD 183, 1/2 FOOT SOUTHEAST OF A STEEL
 KZ0250'WITNESS POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 KZ0250'GROUND.  NOTE-- THIS MARK CAN BE REACHED BY GOING ABOUT 1.4
 KZ0250'MILE SOUTH ALONG WAYNE COUNTY ROAD 72 FROM THE JUNCTION OF
 KZ0250'STATE HIGHWAYS 301 AND 302 IN LATTASBURG, WAYNE COUNTY, THENCE
 KZ0250'ABOUT 0.9 MILE WEST ALONG COUNTY ROAD 86.
 KZ0250
 KZ0250                          STATION RECOVERY (1987)
 KZ0250
 KZ0250'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1558 ***********************************************************************
 KY1558  DESIGNATION -  D 245
 KY1558  PID         -  KY1558
 KY1558  STATE/COUNTY-  OH/MUSKINGUM
 KY1558  USGS QUAD   -  ADAMSVILLE (1994)
 KY1558
 KY1558                         *CURRENT SURVEY CONTROL
 KY1558  ___________________________________________________________________
 KY1558* NAD 83(1986)-  40 04 25.     (N)    081 59 12.     (W)     SCALED    
 KY1558* NAVD 88     -       236.195  (meters)     774.92   (feet)  ADJUSTED  
 KY1558  ___________________________________________________________________
 KY1558  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KY1558  DYNAMIC HT  -         236.069 (meters)     774.50  (feet)  COMP
 KY1558  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 KY1558
 KY1558  VERT ORDER  -  FIRST     CLASS II
 KY1558
 KY1558.The horizontal coordinates were scaled from a topographic map and have
 KY1558.an estimated accuracy of +/- 6 seconds.
 KY1558
 KY1558.The orthometric height was determined by differential leveling
 KY1558.and adjusted by the National Geodetic Survey in June 1991..
 KY1558
 KY1558.The geoid height was determined by GEOID03.
 KY1558
 KY1558.The dynamic height is computed by dividing the NAVD 88
 KY1558.geopotential number by the normal gravity value computed on the
 KY1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1558.degrees latitude (g = 980.6199 gals.).
 KY1558
 KY1558.The modeled gravity was interpolated from observed gravity values.
 KY1558
 KY1558;                    North         East    Units  Estimated Accuracy
 KY1558;SPC OH S     -   230,330.      643,790.      MT  (+/- 180 meters Scaled)
 KY1558
 KY1558                          SUPERSEDED SURVEY CONTROL
 KY1558
 KY1558  NGVD 29 (??/??/92)  236.411  (m)          775.63   (f) ADJ UNCH    1 2
 KY1558
 KY1558.Superseded values are not recommended for survey control.
 KY1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1558.See file dsdata.txt to determine how the superseded data were derived.
 KY1558
 KY1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME158363(NAD 83)
 KY1558_MARKER: DB = BENCH MARK DISK
 KY1558_SETTING: 66 = SET IN ROCK OUTCROP
 KY1558_SP_SET: ROCK CUT
 KY1558_STAMPING: D 245 1959
 KY1558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY1558+STABILITY: POSITION/ELEVATION WELL
 KY1558
 KY1558  HISTORY     - Date     Condition        Report By
 KY1558  HISTORY     - 1959     MONUMENTED       CGS
 KY1558
 KY1558                          STATION DESCRIPTION
 KY1558
 KY1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1558'4 MI S FROM DRESDEN.
 KY1558'ABOUT 4.0 MILES SOUTH ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 KY1558'RAILROAD FROM THE STATION AT DRESDEN, 0.2 MILE (353 YARDS)
 KY1558'NORTHWEST OF MILEPOST 134, 13.3 FEET SOUTHWEST OF THE SOUTHWEST
 KY1558'RAIL, 32.4 FEET SOUTH OF AND ACROSS THE TRACK FROM MILEPOLE
 KY1558'133+28 (THE 7TH. POLE NORTHWEST OF MILEPOST 134), SET VERTICALLY
 KY1558'IN THE NORTH FACE OF THE BOTTOM SOLID 14-INCH LAYER OF ROCK WHICH
 KY1558'RESTS ON A THIN LAYER OF SOFT COAL IN LONG ROCK CUT (THIS IS IN
 KY1558'A SHALLOW RECESS OF CUT), 3 FEET ABOVE THE DITCH, AND ABOUT 2 FEET
 KY1558'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1521 ***********************************************************************
 JX1521  DESIGNATION -  D 246
 JX1521  PID         -  JX1521
 JX1521  STATE/COUNTY-  OH/MORGAN
 JX1521  USGS QUAD   -  STOCKPORT (1994)
 JX1521
 JX1521                         *CURRENT SURVEY CONTROL
 JX1521  ___________________________________________________________________
 JX1521* NAD 83(1986)-  39 33 18.     (N)    081 47 00.     (W)     SCALED    
 JX1521* NAVD 88     -       205.313  (meters)     673.60   (feet)  ADJUSTED  
 JX1521  ___________________________________________________________________
 JX1521  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1521  DYNAMIC HT  -         205.189 (meters)     673.19  (feet)  COMP
 JX1521  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 JX1521
 JX1521  VERT ORDER  -  FIRST     CLASS II
 JX1521
 JX1521.The horizontal coordinates were scaled from a topographic map and have
 JX1521.an estimated accuracy of +/- 6 seconds.
 JX1521
 JX1521.The orthometric height was determined by differential leveling
 JX1521.and adjusted by the National Geodetic Survey in June 1991..
 JX1521
 JX1521.The geoid height was determined by GEOID03.
 JX1521
 JX1521.The dynamic height is computed by dividing the NAVD 88
 JX1521.geopotential number by the normal gravity value computed on the
 JX1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1521.degrees latitude (g = 980.6199 gals.).
 JX1521
 JX1521.The modeled gravity was interpolated from observed gravity values.
 JX1521
 JX1521;                    North         East    Units  Estimated Accuracy
 JX1521;SPC OH S     -   172,870.      661,590.      MT  (+/- 180 meters Scaled)
 JX1521
 JX1521                          SUPERSEDED SURVEY CONTROL
 JX1521
 JX1521  NGVD 29 (??/??/92)  205.512  (m)          674.25   (f) ADJ UNCH    1 2
 JX1521
 JX1521.Superseded values are not recommended for survey control.
 JX1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1521.See file dsdata.txt to determine how the superseded data were derived.
 JX1521
 JX1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD327786(NAD 83)
 JX1521_MARKER: DB = BENCH MARK DISK
 JX1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1521_STAMPING: D 246 1959
 JX1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1521+STABILITY: SURFACE MOTION
 JX1521
 JX1521  HISTORY     - Date     Condition        Report By
 JX1521  HISTORY     - 1959     MONUMENTED       CGS
 JX1521
 JX1521                          STATION DESCRIPTION
 JX1521
 JX1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1521'0.5 MI NE FROM STOCKPORT.
 JX1521'ABOUT 0.5 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1521'FROM THE STATION AT STOCKPORT, ABOUT 35 YARDS NORTHWEST OF THE
 JX1521'NORTHWEST RAIL, ACROSS THE TRACK FROM AND BETWEEN MILEPOLES
 JX1521'33+24 AND 33+25, AT THE SOUTHWEST END OF THE NORTHEAST-SOUTHWEST
 JX1521'RUNWAY AT ERVIN AIRFIELD, 21 FEET NORTHWEST OF THE PROLONGED
 JX1521'CENTER LINE OF RUNWAY, 120 YARDS SOUTH OF BENCH MARK E 246,
 JX1521'3 1/2 FEET SOUTHEAST OF A STEEL WITNESS POST, AND SET IN TOP OF
 JX1521'A CONCRETE POST PROJECTING 3 INCHES.  ALSO ABOUT 0.1 MILE
 JX1521'NORTHEAST OF MILEPOLE 34, A VERTICAL RAIL PROJECTING 6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1488 ***********************************************************************
 JX1488  DESIGNATION -  D 247
 JX1488  PID         -  JX1488
 JX1488  STATE/COUNTY-  OH/MUSKINGUM
 JX1488  USGS QUAD   -  PHILO (1994)
 JX1488
 JX1488                         *CURRENT SURVEY CONTROL
 JX1488  ___________________________________________________________________
 JX1488* NAD 83(1995)-  39 46 07.84046(N)    081 54 01.80269(W)     ADJUSTED  
 JX1488* NAVD 88     -       211.907  (meters)     695.23   (feet)  ADJUSTED  
 JX1488  ___________________________________________________________________
 JX1488  X           -     691,684.258 (meters)                     COMP
 JX1488  Y           -  -4,860,331.423 (meters)                     COMP
 JX1488  Z           -   4,058,405.046 (meters)                     COMP
 JX1488  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 JX1488  ELLIP HEIGHT-         177.90  (meters)          (10/07/05) GPS OBS
 JX1488  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JX1488  DYNAMIC HT  -         211.787 (meters)     694.84  (feet)  COMP
 JX1488  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 JX1488
 JX1488  HORZ ORDER  -  FIRST
 JX1488  VERT ORDER  -  FIRST     CLASS II
 JX1488  ELLP ORDER  -  FOURTH    CLASS I
 JX1488
 JX1488.The horizontal coordinates were established by GPS observations
 JX1488.and adjusted by the National Geodetic Survey in April 1998..
 JX1488
 JX1488.The orthometric height was determined by differential leveling
 JX1488.and adjusted by the National Geodetic Survey in June 1991..
 JX1488
 JX1488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX1488
 JX1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1488
 JX1488.The ellipsoidal height was determined by GPS observations
 JX1488.and is referenced to NAD 83.
 JX1488
 JX1488.The geoid height was determined by GEOID03.
 JX1488
 JX1488.The dynamic height is computed by dividing the NAVD 88
 JX1488.geopotential number by the normal gravity value computed on the
 JX1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1488.degrees latitude (g = 980.6199 gals.).
 JX1488
 JX1488.The modeled gravity was interpolated from observed gravity values.
 JX1488
 JX1488;                    North         East     Units Scale Factor Converg.
 JX1488;SPC OH S     -   196,538.323   651,363.241   MT  0.99995837   +0 22 49.4
 JX1488;UTM  17      - 4,402,489.462   422,874.382   MT  0.99967323   -0 34 33.9
 JX1488
 JX1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1488!SPC OH S     -   0.99997209  x   0.99995837  =   0.99993046
 JX1488!UTM  17      -   0.99997209  x   0.99967323  =   0.99964533
 JX1488
 JX1488                          SUPERSEDED SURVEY CONTROL
 JX1488
 JX1488  ELLIP H (04/01/98)  177.98   (m)                       GP(       ) 4 1
 JX1488  NAD 83(1986)-  39 46 07.84524(N)    081 54 01.81072(W) AD(       ) 1
 JX1488  NAD 83(1986)-  39 46 07.84524(N)    081 54 01.81264(W) AD(       ) 2
 JX1488  NAVD 88 (05/31/95)  211.91   (m)          695.2    (f) LEVELING    3  
 JX1488  NGVD 29 (??/??/92)  212.118  (m)          695.92   (f) ADJ UNCH    1 2
 JX1488
 JX1488.Superseded values are not recommended for survey control.
 JX1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1488.See file dsdata.txt to determine how the superseded data were derived.
 JX1488
 JX1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME2287402489(NAD 83)
 JX1488_MARKER: DB = BENCH MARK DISK
 JX1488_SETTING: 80 = SET IN A BOULDER
 JX1488_SP_SET: BOULDER
 JX1488_STAMPING: D 247 1959
 JX1488_MARK LOGO: CGS   
 JX1488_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1488+STABILITY: SURFACE MOTION
 JX1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1488+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1992
 JX1488
 JX1488  HISTORY     - Date     Condition        Report By
 JX1488  HISTORY     - 1959     MONUMENTED       CGS
 JX1488  HISTORY     - 19890101 GOOD             OH-119
 JX1488  HISTORY     - 19921217 GOOD             OH-119
 JX1488
 JX1488                          STATION DESCRIPTION
 JX1488
 JX1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1488'7.2 MI S FROM PHILO.
 JX1488'ABOUT 7.25 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1488'THE STATION AT PHILO, 170 YARDS SOUTHEAST OF THE CROSSING OF
 JX1488'DRIVE LEADING SOUTHWEST TO A FARMHOUSE, IN SECTION 32, T-12-N,
 JX1488'R-12-W, SOUTHWEST OF AND ACROSS THE TRACK FROM MILEPOLE 14+13 (THE
 JX1488'THIRD POLE SOUTHEAST OF THE CROSSING OF FARM ROAD), 33 FEET
 JX1488'SOUTHWEST OF THE SOUTHWEST RAIL, 9 1/2 FEET SOUTHWEST OF A WIRE
 JX1488'FENCE, BETWEEN THE TRACK AND HILLSIDE FARMHOUSE, IN TOP AND
 JX1488'1.3 FEET NORTHWEST OF THE SOUTHEAST EDGE OF A 5-FOOT HIGH, 10- BY
 JX1488'12-FOOT EXPOSED PART OF BOULDER BURIED IN SIDE OF HILL, 6 FEET
 JX1488'NORTHEAST OF THE SOUTHWEST END OF BOULDER, AND ABOUT 5 FEET
 JX1488'ABOVE THE LEVEL OF THE TRACK.
 JX1488
 JX1488                          STATION RECOVERY (1989)
 JX1488
 JX1488'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1989
 JX1488'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE RAILROAD TRACKS HAVE
 JX1488'BEEN REMOVED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 JX1488'THE STATION IS LOCATED ABOUT 19 KM (11.80 MI) SOUTH OF ZANESVILLE, 5
 JX1488'KM (3.10 MI) WEST-SOUTHWEST OF RURALDALE, 0.8 KM (0.50 MI) NORTH OF
 JX1488'THE MUSKINGUM-MORGAN COUNTY LINE, ALONG AN ABANDONED RAILROAD BED ON
 JX1488'THE WEST SIDE OF THE MUSKINGUM RIVER.
 JX1488'TO REACH FROM THE JUNCTION OF STATE ROUTES 60 AND 146 IN ZANESVILLE,
 JX1488'GO 21.4 KM (13.30 MI) SOUTH ON ROUTE 60, ALONG THE MUSKINGUM RIVER TO
 JX1488'THE VILLAGE OF GAYSPORT AND A BRIDGE OVER THE RIVER.  TURN RIGHT AND
 JX1488'GO 0.25 KM (0.15 MI) WEST ON COUNTY ROAD 66, CROSSING THE RIVER, TO
 JX1488'THE JUNCTION WITH COUNTY ROAD 6 (OLD RIVER ROAD),THEN 4.5 KM
 JX1488'(2.80 MI)  SOUTH ON COUNTY ROAD 6 TO THE JUNCTION WITH TOWNSHIP ROAD
 JX1488'243 (CEDAR RUN ROAD), CONTINUE SOUTH 0.5 KM (0.30 MI) ON COUNTY ROAD 6
 JX1488'TO A PRIVATE DRIVE, TURN RIGHT AND GO WEST 0.16 KM (0.10 MI) ON THE
 JX1488'DRIVE TO A RAILROAD BED THEN SOUTH 140 M (459.3 FT) TO THE MARK ON THE
 JX1488'RIGHT ABOUT 1.5 M (4.9 FT) ABOVE THE RAILROAD BED.
 JX1488'THE MARK IS SET IN A BOULDER BURIED IN THE HILLSIDE, 11.0 M (36.1 FT)
 JX1488'SOUTHWEST OF THE CENTER OF THE RAILROAD, 2.7 M (8.9 FT) SOUTHWEST OF A
 JX1488'WIRE FENCE, 0.40 M (1.3 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE 3.7
 JX1488'M (12.1 FT) BY 3.0 M (9.8 FT) EXPOSED PART OF THE BOULDER.
 JX1488
 JX1488                          STATION RECOVERY (1992)
 JX1488
 JX1488'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 JX1488'RECOVERED AS DESCRIBED.
 JX1488' 
 JX1488'THE MARK WAS RECOVERED IN GOOD CONDITION. THE RAILROAD TRACKS HAVE
 JX1488'BEEN REMOVED. A COMPLETE NEW DESCRIPTION FOLLOWS.
 JX1488' 
 JX1488'THE STATION IS LOCATED ABOUT 19 KM (11.80 MI) SOUTH OF ZANESVILLE, 5
 JX1488'KM (3.10 MI) WEST-SOUTHWEST OF RURALDALE, 0.8 KM (0.50 MI) NORTH OF
 JX1488'THE MUSKINGUM-MORGAN COUNTY LINE, ALONG AN ABANDONED RAILROAD BED ON
 JX1488'THE WEST SIDE OF THE MUSKINGUM RIVER.
 JX1488' 
 JX1488'TO REACH FROM THE JUNCTION OF STATE ROUTES 60 AND 146 IN ZANESVILLE,
 JX1488'GO 21.4 KM (13.30 MI) SOUTH ON ROUTE 60, ALONG THE MUSKINGUM RIVER TO
 JX1488'THE VILLAGE OF GAYSPORT AND A BRIDGE OVER THE RIVER. TURN RIGHT AND GO
 JX1488'0.25 KM (0.15 MI) WEST ON COUNTY ROAD 66, CROSSING THE RIVER, TO THE
 JX1488'JUNCTION WITH COUNTY ROAD 6 (OLD RIVER ROAD, THEN 4.5 KM (2.80 MI)
 JX1488'SOUTH ON COUNTY ROAD 6 TO THE JUNCTION WITH TOWNSHIP ROAD 243 (CEDAR
 JX1488'RUN ROAD), CONTINUE SOUTH 0.5 KM (0.30 MI) ON COUNTY ROAD 6 TO A
 JX1488'PRIVATE DRIVE, TURN RIGHT AND GO WEST 0.16 KM (0.10 MI) ON THE DRIVE
 JX1488'TO A RAILROAD BED THEN SOUTH 140 M (459.3 FT) TO THE MARK ON THE RIGHT
 JX1488'ABOUT 1.5 M (4.9 FT) ABOVE THE RAILROAD BED.
 JX1488' 
 JX1488'THE MARK IS SET IN A BOULDER BURIED IN THE HILLSIDE, 11.0 M (36.1 FT)
 JX1488'SOUTHWEST OF THE CENTER OF THE RAILROAD, 2.7 M (8.9 FT) SOUTHWEST OF A
 JX1488'WIRE FENCE, 0.40 M (1.31 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 JX1488'3.7 M (12.1 FT) BY 3.0 M (9.8 FT) EXPOSED PART OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1209 ***********************************************************************
 KZ1209  DESIGNATION -  D 248
 KZ1209  PID         -  KZ1209
 KZ1209  STATE/COUNTY-  OH/RICHLAND
 KZ1209  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ1209
 KZ1209                         *CURRENT SURVEY CONTROL
 KZ1209  ___________________________________________________________________
 KZ1209* NAD 83(1995)-  40 48 44.51892(N)    082 30 01.96772(W)     ADJUSTED  
 KZ1209* NAVD 88     -       389.953  (meters)    1279.37   (feet)  ADJUSTED  
 KZ1209  ___________________________________________________________________
 KZ1209  X           -     630,983.825 (meters)                     COMP
 KZ1209  Y           -  -4,793,151.326 (meters)                     COMP
 KZ1209  Z           -   4,146,907.654 (meters)                     COMP
 KZ1209  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 KZ1209  ELLIP HEIGHT-         356.15  (meters)          (10/07/05) GPS OBS
 KZ1209  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KZ1209  DYNAMIC HT  -         389.766 (meters)    1278.76  (feet)  COMP
 KZ1209  MODELED GRAV-     980,133.9   (mgal)                       NAVD 88
 KZ1209
 KZ1209  HORZ ORDER  -  THIRD
 KZ1209  VERT ORDER  -  SECOND    CLASS 0
 KZ1209  ELLP ORDER  -  FOURTH    CLASS II
 KZ1209
 KZ1209.This mark is at Mansfield Lahm Municipal Airport (MFD)
 KZ1209
 KZ1209.The horizontal coordinates were established by GPS observations
 KZ1209.and adjusted by the National Geodetic Survey in May 1998..
 KZ1209
 KZ1209.The orthometric height was determined by differential leveling
 KZ1209.and adjusted by the National Geodetic Survey in June 1991..
 KZ1209
 KZ1209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1209
 KZ1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1209
 KZ1209.The ellipsoidal height was determined by GPS observations
 KZ1209.and is referenced to NAD 83.
 KZ1209
 KZ1209.The geoid height was determined by GEOID03.
 KZ1209
 KZ1209.The dynamic height is computed by dividing the NAVD 88
 KZ1209.geopotential number by the normal gravity value computed on the
 KZ1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1209.degrees latitude (g = 980.6199 gals.).
 KZ1209
 KZ1209.The modeled gravity was interpolated from observed gravity values.
 KZ1209
 KZ1209;                    North         East     Units Scale Factor Converg.
 KZ1209;SPC OH N     -   127,225.157   599,953.885   MT  0.99994902   -0 00 01.3
 KZ1209;UTM  17      - 4,519,011.567   373,442.395   MT  0.99979714   -0 58 51.1
 KZ1209
 KZ1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1209!SPC OH N     -   0.99994414  x   0.99994902  =   0.99989316
 KZ1209!UTM  17      -   0.99994414  x   0.99979714  =   0.99974129
 KZ1209
 KZ1209                          SUPERSEDED SURVEY CONTROL
 KZ1209
 KZ1209  ELLIP H (05/28/98)  356.16   (m)                       GP(       ) 4 2
 KZ1209  NAVD 88 (05/28/98)  389.95   (m)         1279.4    (f) LEVELING    3  
 KZ1209  NGVD 29 (??/??/92)  390.110  (m)         1279.89   (f) ADJ UNCH    2 0
 KZ1209
 KZ1209.Superseded values are not recommended for survey control.
 KZ1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1209.See file dsdata.txt to determine how the superseded data were derived.
 KZ1209
 KZ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7344219012(NAD 83)
 KZ1209_MARKER: DB = BENCH MARK DISK
 KZ1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1209_STAMPING: D 248 1959
 KZ1209_MARK LOGO: CGS   
 KZ1209_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1209+STABILITY: SURFACE MOTION
 KZ1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1209+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1997
 KZ1209
 KZ1209  HISTORY     - Date     Condition        Report By
 KZ1209  HISTORY     - 1959     MONUMENTED       CGS
 KZ1209  HISTORY     - 1970     GOOD             NGS
 KZ1209  HISTORY     - 19870322 GOOD             USPSQD
 KZ1209  HISTORY     - 19971007 GOOD             NGS
 KZ1209
 KZ1209                          STATION DESCRIPTION
 KZ1209
 KZ1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1209'2.6 MI N FROM MANSFIELD.
 KZ1209'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE OVERPASS
 KZ1209'OF U.S. HIGHWAY 30 AT MANSFIELD, 0.15 MILE NORTH OF CROSSING OF
 KZ1209'RUNWAY APPROACH LIGHTS TO MANSFIELD AIRPORT, 254 YARDS SOUTH OF
 KZ1209'CENTER OF JUNCTION OF CRALL ROAD LEADING EAST, 36 1/2 FEET WEST
 KZ1209'OF CENTER LINE OF HIGHWAY, 165 FEET SOUTH OF SOUTH END OF WEST
 KZ1209'CONCRETE HEAD WALL OF A 15-INCH PIPE CULVERT, 38 FEET SOUTH OF
 KZ1209'EXTENDED CENTER LINE OF A TAXI WAY EXTENDING WEST TO AIRPORT
 KZ1209'BUILDING, 1 1/2 FEET NORTH OF A STEEL WITNESS POST, ABOUT LEVEL
 KZ1209'WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 KZ1209
 KZ1209                          STATION RECOVERY (1970)
 KZ1209
 KZ1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1209'RECOVERED IN GOOD CONDITION.
 KZ1209
 KZ1209                          STATION RECOVERY (1987)
 KZ1209
 KZ1209'RECOVERY NOTE BY US POWER SQUADRON 1987 (WN)
 KZ1209'RECOVERED IN GOOD CONDITION.
 KZ1209
 KZ1209                          STATION RECOVERY (1997)
 KZ1209
 KZ1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 KZ1209'RECOVERED IN AS DESCRIBED WITH NOTES.  THE STATION IS IN THE RIGHT OF
 KZ1209'WAY FOR STATE HIGHWAY 13.  THE STATION IS LOCATED 0.40 KM (0.25 MI)
 KZ1209'NORTHERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION WITH SOUTH AIRPORT
 KZ1209'ROAD.  THE STATION IS LOCATED NORTHEAST FROM THE SOUTHEASTERLY
 KZ1209'EXTENDED CENTERLINE OF RUNWAY 14-32 AT MANSFIELD LAHM MUNICIPAL
 KZ1209'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1046 ***********************************************************************
 KZ1046  DESIGNATION -  D 249
 KZ1046  PID         -  KZ1046
 KZ1046  STATE/COUNTY-  OH/RICHLAND
 KZ1046  USGS QUAD   -  SHELBY (1980)
 KZ1046
 KZ1046                         *CURRENT SURVEY CONTROL
 KZ1046  ___________________________________________________________________
 KZ1046* NAD 83(1986)-  40 52 58.     (N)    082 39 43.     (W)     SCALED    
 KZ1046* NAVD 88     -       338.726  (meters)    1111.30   (feet)  ADJUSTED  
 KZ1046  ___________________________________________________________________
 KZ1046  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KZ1046  DYNAMIC HT  -         338.563 (meters)    1110.77  (feet)  COMP
 KZ1046  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 KZ1046
 KZ1046  VERT ORDER  -  FIRST     CLASS I
 KZ1046
 KZ1046.The horizontal coordinates were scaled from a topographic map and have
 KZ1046.an estimated accuracy of +/- 6 seconds.
 KZ1046
 KZ1046.The orthometric height was determined by differential leveling
 KZ1046.and adjusted by the National Geodetic Survey in June 1991..
 KZ1046
 KZ1046.The geoid height was determined by GEOID03.
 KZ1046
 KZ1046.The dynamic height is computed by dividing the NAVD 88
 KZ1046.geopotential number by the normal gravity value computed on the
 KZ1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1046.degrees latitude (g = 980.6199 gals.).
 KZ1046
 KZ1046.The modeled gravity was interpolated from observed gravity values.
 KZ1046
 KZ1046;                    North         East    Units  Estimated Accuracy
 KZ1046;SPC OH N     -   135,060.      586,350.      MT  (+/- 180 meters Scaled)
 KZ1046
 KZ1046                          SUPERSEDED SURVEY CONTROL
 KZ1046
 KZ1046  NGVD 29 (??/??/92)  338.870  (m)         1111.78   (f) ADJ UNCH    1 1
 KZ1046
 KZ1046.Superseded values are not recommended for survey control.
 KZ1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1046.See file dsdata.txt to determine how the superseded data were derived.
 KZ1046
 KZ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF599270(NAD 83)
 KZ1046_MARKER: DB = BENCH MARK DISK
 KZ1046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1046_SP_SET: BUILDING
 KZ1046_STAMPING: D 249 1959
 KZ1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ1046+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 KZ1046
 KZ1046  HISTORY     - Date     Condition        Report By
 KZ1046  HISTORY     - 1959     MONUMENTED       CGS
 KZ1046  HISTORY     - 1967     GOOD             NGS
 KZ1046  HISTORY     - 1973     GOOD             OHDT
 KZ1046  HISTORY     - 1987     GOOD             OHDT
 KZ1046  HISTORY     - 1991     GOOD             USPSQD
 KZ1046  HISTORY     - 20040524 GOOD             USPSQD
 KZ1046  HISTORY     - 20050914 GOOD             USPSQD
 KZ1046
 KZ1046                          STATION DESCRIPTION
 KZ1046
 KZ1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1046'AT SHELBY.
 KZ1046'AT SHELBY, NEAR THE SOUTHWEST CORNER OF THE INTERSECTION OF NORTH
 KZ1046'GAMBLE STREET (STATE HIGHWAY 61) AND WEST WHITNEY STREET, SET
 KZ1046'VERTICALLY IN THE WEST BRICK FACE OF THE POST OFFICE BUILDING, 89
 KZ1046'FEET WEST OF THE WEST CURB OF NORTH GAMBLE STREET, 29.5 FEET
 KZ1046'SOUTH OF THE SOUTH CURB OF WEST WITNEY STREET, 1.3 FEET SOUTH
 KZ1046'OF THE NORTHWEST CORNER OF THE BUILDING, 1.3 FEET ABOVE THE
 KZ1046'LEVEL OF THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE STREETS.
 KZ1046
 KZ1046                          STATION RECOVERY (1973)
 KZ1046
 KZ1046'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1046'RECOVERED IN GOOD CONDITION.
 KZ1046
 KZ1046                          STATION RECOVERY (1987)
 KZ1046
 KZ1046'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JV)
 KZ1046'RECOVERED IN GOOD CONDITION.
 KZ1046
 KZ1046                          STATION RECOVERY (1991)
 KZ1046
 KZ1046'RECOVERY NOTE BY US POWER SQUADRON 1991 (TF)
 KZ1046'RECOVERED IN GOOD CONDITION.
 KZ1046
 KZ1046                          STATION RECOVERY (2004)
 KZ1046
 KZ1046'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1046'CORRECT,  29.5 FEET TO READ 21.0 FEET SOUTH OF SOUTH CURB.
 KZ1046
 KZ1046                          STATION RECOVERY (2005)
 KZ1046
 KZ1046'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1649 ***********************************************************************
 KZ1649  DESIGNATION -  D 25
 KZ1649  PID         -  KZ1649
 KZ1649  STATE/COUNTY-  OH/LOGAN
 KZ1649  USGS QUAD   -  RUSHSYLVANIA (1973)
 KZ1649
 KZ1649                         *CURRENT SURVEY CONTROL
 KZ1649  ___________________________________________________________________
 KZ1649* NAD 83(1986)-  40 27 45.     (N)    083 40 12.     (W)     SCALED    
 KZ1649* NAVD 88     -       377.816  (meters)    1239.55   (feet)  ADJUSTED  
 KZ1649  ___________________________________________________________________
 KZ1649  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KZ1649  DYNAMIC HT  -         377.614 (meters)    1238.89  (feet)  COMP
 KZ1649  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 KZ1649
 KZ1649  VERT ORDER  -  SECOND    CLASS 0
 KZ1649
 KZ1649.The horizontal coordinates were scaled from a topographic map and have
 KZ1649.an estimated accuracy of +/- 6 seconds.
 KZ1649
 KZ1649.The orthometric height was determined by differential leveling
 KZ1649.and adjusted by the National Geodetic Survey in June 1991..
 KZ1649
 KZ1649.The geoid height was determined by GEOID03.
 KZ1649
 KZ1649.The dynamic height is computed by dividing the NAVD 88
 KZ1649.geopotential number by the normal gravity value computed on the
 KZ1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1649.degrees latitude (g = 980.6199 gals.).
 KZ1649
 KZ1649.The modeled gravity was interpolated from observed gravity values.
 KZ1649
 KZ1649;                    North         East    Units  Estimated Accuracy
 KZ1649;SPC OH N     -    89,040.      500,770.      MT  (+/- 180 meters Scaled)
 KZ1649
 KZ1649                          SUPERSEDED SURVEY CONTROL
 KZ1649
 KZ1649  NGVD 29 (??/??/92)  377.958  (m)         1240.02   (f) ADJ UNCH    2 0
 KZ1649
 KZ1649.Superseded values are not recommended for survey control.
 KZ1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1649.See file dsdata.txt to determine how the superseded data were derived.
 KZ1649
 KZ1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE736825(NAD 83)
 KZ1649_MARKER: DB = BENCH MARK DISK
 KZ1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1649_STAMPING: D 25 1934
 KZ1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1649+STABILITY: SURFACE MOTION
 KZ1649
 KZ1649  HISTORY     - Date     Condition        Report By
 KZ1649  HISTORY     - 1934     MONUMENTED       CGS
 KZ1649  HISTORY     - 1960     MARK NOT FOUND   NGS
 KZ1649
 KZ1649                          STATION DESCRIPTION
 KZ1649
 KZ1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ1649'AT RUSHYLVANIA.
 KZ1649'AT RUSHYLVANIA, ON THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 KZ1649'LOUIS RAILWAY, 25 YARDS EAST OF THE STATION, 25 FEET NORTHWEST
 KZ1649'OF THE CENTERLINE OF A MACADAM ROAD, 26.4 FEET EAST OF THE EAST
 KZ1649'RAIL, 3 FEET SOUTH OF A TOOL SHED, AND LEVEL WITH THE TRACK.  A
 KZ1649'STANDARD DISK, STAMPED D 25 1934 AND SET IN THE TOP OF A CONCRETE
 KZ1649'POST.  NOTE-- LOCAL RESIDENTS STATE THAT THERE WAS A TRAIN WRECK
 KZ1649'AT THE CROSSING, AND ALSO THE TRACK HAS BEEN RAISED.  THE MARK
 KZ1649'APPEARS TO BE AT THE LOCATION OF A NEW SIGNAL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0559 ***********************************************************************
 KZ0559  DESIGNATION -  D 250
 KZ0559  PID         -  KZ0559
 KZ0559  STATE/COUNTY-  OH/ASHLAND
 KZ0559  USGS QUAD   -  PERRYSVILLE (1981)
 KZ0559
 KZ0559                         *CURRENT SURVEY CONTROL
 KZ0559  ___________________________________________________________________
 KZ0559* NAD 83(1986)-  40 39 33.     (N)    082 18 53.     (W)     SCALED    
 KZ0559* NAVD 88     -       304.024  (meters)     997.45   (feet)  POSTED    
 KZ0559  ___________________________________________________________________
 KZ0559  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KZ0559  DYNAMIC HT  -         303.880 (meters)     996.98  (feet)  COMP
 KZ0559  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 KZ0559
 KZ0559  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KZ0559
 KZ0559.The horizontal coordinates were scaled from a topographic map and have
 KZ0559.an estimated accuracy of +/- 6 seconds.
 KZ0559
 KZ0559.The orthometric height was determined by differential leveling
 KZ0559.and adjusted by the National Geodetic Survey in 1992..
 KZ0559.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KZ0559.rate of 1.1 thru 2.0 mm/km.
 KZ0559
 KZ0559.The geoid height was determined by GEOID03.
 KZ0559
 KZ0559.The dynamic height is computed by dividing the NAVD 88
 KZ0559.geopotential number by the normal gravity value computed on the
 KZ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0559.degrees latitude (g = 980.6199 gals.).
 KZ0559
 KZ0559.The modeled gravity was interpolated from observed gravity values.
 KZ0559
 KZ0559;                    North         East    Units  Estimated Accuracy
 KZ0559;SPC OH N     -   110,230.      615,670.      MT  (+/- 180 meters Scaled)
 KZ0559
 KZ0559                          SUPERSEDED SURVEY CONTROL
 KZ0559
 KZ0559  NGVD 29 (??/??/92)  304.201  (m)          998.03   (f) ADJ UNCH    2 0
 KZ0559
 KZ0559.Superseded values are not recommended for survey control.
 KZ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0559.See file dsdata.txt to determine how the superseded data were derived.
 KZ0559
 KZ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF888017(NAD 83)
 KZ0559_MARKER: DB = BENCH MARK DISK
 KZ0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0559_SP_SET: BUILDING
 KZ0559_STAMPING: D 250 1959
 KZ0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0559
 KZ0559  HISTORY     - Date     Condition        Report By
 KZ0559  HISTORY     - 1959     MONUMENTED       CGS
 KZ0559  HISTORY     - 1971     GOOD             NGS
 KZ0559  HISTORY     - 1987     GOOD             USPSQD
 KZ0559
 KZ0559                          STATION DESCRIPTION
 KZ0559
 KZ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0559'AT PERRYSVILLE.
 KZ0559'AT PERRYSVILLE, 0.1 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS
 KZ0559'39 AND 95, 113 YARDS SUTHWEST OF CENTER LINE OF HIGHWAY 39, SET
 KZ0559'VERTICALLY IN THE NORTHEAST FACE OF THE NEWER AND LOWER PART OF
 KZ0559'RED BRICK PERRYSVILLE SCHOOL BUILDING, 1 1/2 FEET ABOVE THE GROUND,
 KZ0559'1.4 FEET NORTHWEST OF THE EAST CORNER OF BUILDING, AND ABOUT 4
 KZ0559'FEET BELOW THE LEVEL OF THE HIGHWAY (39).
 KZ0559
 KZ0559                          STATION RECOVERY (1971)
 KZ0559
 KZ0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0559'RECOVERED IN GOOD CONDITION.
 KZ0559
 KZ0559                          STATION RECOVERY (1987)
 KZ0559
 KZ0559'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0329 ***********************************************************************
 KZ0329  DESIGNATION -  D 251
 KZ0329  PID         -  KZ0329
 KZ0329  STATE/COUNTY-  OH/RICHLAND
 KZ0329  USGS QUAD   -  LUCAS (1961)
 KZ0329
 KZ0329                         *CURRENT SURVEY CONTROL
 KZ0329  ___________________________________________________________________
 KZ0329* NAD 83(1986)-  40 43 20.     (N)    082 28 20.     (W)     SCALED    
 KZ0329* NAVD 88     -       407.608  (meters)    1337.29   (feet)  POSTED    
 KZ0329  ___________________________________________________________________
 KZ0329  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KZ0329  DYNAMIC HT  -         407.410 (meters)    1336.64  (feet)  COMP
 KZ0329  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 KZ0329
 KZ0329  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KZ0329
 KZ0329.The horizontal coordinates were scaled from a topographic map and have
 KZ0329.an estimated accuracy of +/- 6 seconds.
 KZ0329
 KZ0329.The orthometric height was determined by differential leveling
 KZ0329.and adjusted by the National Geodetic Survey in 1992..
 KZ0329.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KZ0329.rate of 1.1 thru 2.0 mm/km.
 KZ0329
 KZ0329.The geoid height was determined by GEOID03.
 KZ0329
 KZ0329.The dynamic height is computed by dividing the NAVD 88
 KZ0329.geopotential number by the normal gravity value computed on the
 KZ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0329.degrees latitude (g = 980.6199 gals.).
 KZ0329
 KZ0329.The modeled gravity was interpolated from observed gravity values.
 KZ0329
 KZ0329;                    North         East    Units  Estimated Accuracy
 KZ0329;SPC OH N     -   117,220.      602,350.      MT  (+/- 180 meters Scaled)
 KZ0329
 KZ0329                          SUPERSEDED SURVEY CONTROL
 KZ0329
 KZ0329  NGVD 29 (??/??/92)  407.761  (m)         1337.80   (f) ADJ UNCH    2 0
 KZ0329
 KZ0329.Superseded values are not recommended for survey control.
 KZ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0329.See file dsdata.txt to determine how the superseded data were derived.
 KZ0329
 KZ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF756089(NAD 83)
 KZ0329_MARKER: DB = BENCH MARK DISK
 KZ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0329_STAMPING: D 251 1959
 KZ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0329+STABILITY: SURFACE MOTION
 KZ0329
 KZ0329  HISTORY     - Date     Condition        Report By
 KZ0329  HISTORY     - 1959     MONUMENTED       CGS
 KZ0329
 KZ0329                          STATION DESCRIPTION
 KZ0329
 KZ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0329'3.2 MI NW FROM LUCAS.
 KZ0329'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST
 KZ0329'OFFICE AT LUCAS, THENCE ABOUT 2.0 MILES NORTHWEST ALONG
 KZ0329'MANSFIELD - LUCAS ROAD, 0.1 MILE SOUTHEAST OF THE JUNCTION OF
 KZ0329'WASHINGTON STREET LEADING SOUTH AND CHEW ROAD LEADING NORTH,
 KZ0329'0.3 MILE SOUTHEAST OF OVERPASS OF MANSFIELD - LUCAS ROAD OVER
 KZ0329'INTERSTATE HIGHWAY, 25 FEET SOUTHWEST OF THE CENTER LINE OF
 KZ0329'ROAD, 4 FEET NORTHEAST OF THE FIRST TELEPHONE POLE SOUTHEAST OF
 KZ0329'TOP OF GRADE, 41 FEET SOUTHEAST OF CENTER LINE OF A STREET
 KZ0329'LEADING SOUTHWEST, 93 FEET SOUTH-SOUTHEAT OF AND ACROSS THE
 KZ0329'ROAD FROM POWER LINE POLE 88 OW 58, 119 FEET SOUTHEAST OF THE
 KZ0329'TOP OF GRADE, ABOUT 2 FEET ABOVE THE LEVEL OF ROAD, AND SET IN
 KZ0329'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THIS MARK
 KZ0329'CAN BE REACHED BY GOING ABOUT 1.9 MILES SOUTHEAST ALONG THE
 KZ0329'MANSFIELD-LUCAS ROAD FROM THE JUNCTION OF MANSFIELD-WASHINGTON
 KZ0329'ROAD AT MANSFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0317 ***********************************************************************
 KZ0317  DESIGNATION -  D 252
 KZ0317  PID         -  KZ0317
 KZ0317  STATE/COUNTY-  OH/RICHLAND
 KZ0317  USGS QUAD   -  LUCAS (1961)
 KZ0317
 KZ0317                         *CURRENT SURVEY CONTROL
 KZ0317  ___________________________________________________________________
 KZ0317* NAD 83(1986)-  40 38 39.     (N)    082 22 31.     (W)     SCALED    
 KZ0317* NAVD 88     -       319.808  (meters)    1049.24   (feet)  ADJUSTED  
 KZ0317  ___________________________________________________________________
 KZ0317  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KZ0317  DYNAMIC HT  -         319.652 (meters)    1048.72  (feet)  COMP
 KZ0317  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 KZ0317
 KZ0317  VERT ORDER  -  SECOND    CLASS 0
 KZ0317
 KZ0317.The horizontal coordinates were scaled from a topographic map and have
 KZ0317.an estimated accuracy of +/- 6 seconds.
 KZ0317
 KZ0317.The orthometric height was determined by differential leveling
 KZ0317.and adjusted by the National Geodetic Survey in June 1991..
 KZ0317
 KZ0317.The geoid height was determined by GEOID03.
 KZ0317
 KZ0317.The dynamic height is computed by dividing the NAVD 88
 KZ0317.geopotential number by the normal gravity value computed on the
 KZ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0317.degrees latitude (g = 980.6199 gals.).
 KZ0317
 KZ0317.The modeled gravity was interpolated from observed gravity values.
 KZ0317
 KZ0317;                    North         East    Units  Estimated Accuracy
 KZ0317;SPC OH N     -   108,560.      610,550.      MT  (+/- 180 meters Scaled)
 KZ0317
 KZ0317                          SUPERSEDED SURVEY CONTROL
 KZ0317
 KZ0317  NGVD 29 (??/??/92)  319.990  (m)         1049.83   (f) ADJ UNCH    2 0
 KZ0317
 KZ0317.Superseded values are not recommended for survey control.
 KZ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0317.See file dsdata.txt to determine how the superseded data were derived.
 KZ0317
 KZ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF837001(NAD 83)
 KZ0317_MARKER: DB = BENCH MARK DISK
 KZ0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0317_SP_SET: ABUTMENT
 KZ0317_STAMPING: D 252 1959
 KZ0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ0317+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 KZ0317
 KZ0317  HISTORY     - Date     Condition        Report By
 KZ0317  HISTORY     - 1959     MONUMENTED       CGS
 KZ0317  HISTORY     - 1987     GOOD             USPSQD
 KZ0317  HISTORY     - 20060806 GOOD             GEOCAC
 KZ0317
 KZ0317                          STATION DESCRIPTION
 KZ0317
 KZ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0317'1.1 MI NE FROM NEWVILLE.
 KZ0317'ABOUT 1.1 MILES NORTHEAST ALONG STATE HIGHWAY 95 FROM THE METHODIST
 KZ0317'CHURCH AT NEWVILLE, 23 YARDS SOUTH OF THE JUNCTION OF STATE HIGHWAY
 KZ0317'603 LEADING NORTH, 18 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY
 KZ0317'95, IN TOP OF FIRST STEP-DOWN OF THE SOUTHEAST END OF NORTHEAST
 KZ0317'ABUTMENT OF HIGHWAY 95 CONCRETE BRIDGE OVER SWITZER CREEK, 4 FEET
 KZ0317'SOUTHEAST OF CONCRETE BANISTER, AND ABOUT LEVEL WITH BRIDGE FLOOR.
 KZ0317
 KZ0317                          STATION RECOVERY (1987)
 KZ0317
 KZ0317'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0317'RECOVERED IN GOOD CONDITION.
 KZ0317
 KZ0317                          STATION RECOVERY (2006)
 KZ0317
 KZ0317'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KZ0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0401 ***********************************************************************
 KZ0401  DESIGNATION -  D 253
 KZ0401  PID         -  KZ0401
 KZ0401  STATE/COUNTY-  OH/ASHLAND
 KZ0401  USGS QUAD   -  GREER (1978)
 KZ0401
 KZ0401                         *CURRENT SURVEY CONTROL
 KZ0401  ___________________________________________________________________
 KZ0401* NAD 83(1986)-  40 37 24.     (N)    082 14 41.     (W)     SCALED    
 KZ0401* NAVD 88     -       302.516  (meters)     992.50   (feet)  ADJUSTED  
 KZ0401  ___________________________________________________________________
 KZ0401  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KZ0401  DYNAMIC HT  -         302.368 (meters)     992.02  (feet)  COMP
 KZ0401  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 KZ0401
 KZ0401  VERT ORDER  -  SECOND    CLASS 0
 KZ0401
 KZ0401.The horizontal coordinates were scaled from a topographic map and have
 KZ0401.an estimated accuracy of +/- 6 seconds.
 KZ0401
 KZ0401.The orthometric height was determined by differential leveling
 KZ0401.and adjusted by the National Geodetic Survey in June 1991..
 KZ0401
 KZ0401.The geoid height was determined by GEOID03.
 KZ0401
 KZ0401.The dynamic height is computed by dividing the NAVD 88
 KZ0401.geopotential number by the normal gravity value computed on the
 KZ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0401.degrees latitude (g = 980.6199 gals.).
 KZ0401
 KZ0401.The modeled gravity was interpolated from observed gravity values.
 KZ0401
 KZ0401;                    North         East    Units  Estimated Accuracy
 KZ0401;SPC OH N     -   106,270.      621,600.      MT  (+/- 180 meters Scaled)
 KZ0401
 KZ0401                          SUPERSEDED SURVEY CONTROL
 KZ0401
 KZ0401  NGVD 29 (??/??/92)  302.700  (m)          993.11   (f) ADJ UNCH    2 0
 KZ0401
 KZ0401.Superseded values are not recommended for survey control.
 KZ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0401.See file dsdata.txt to determine how the superseded data were derived.
 KZ0401
 KZ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE947976(NAD 83)
 KZ0401_MARKER: DB = BENCH MARK DISK
 KZ0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0401_STAMPING: D 253 1959
 KZ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0401+STABILITY: SURFACE MOTION
 KZ0401
 KZ0401  HISTORY     - Date     Condition        Report By
 KZ0401  HISTORY     - 1959     MONUMENTED       CGS
 KZ0401  HISTORY     - 1970     GOOD             NGS
 KZ0401
 KZ0401                          STATION DESCRIPTION
 KZ0401
 KZ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0401'1.4 MI SW FROM LOUDONVILLE.
 KZ0401'ABOUT 1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE
 KZ0401'HIGH SCHOOL AT LOUDONVILE, ABOUT 0.95 MILE SOUTH ALONG HIGHWAY
 KZ0401'3 FROM THE JUNCTION OF STATE HIGHWAY 39 LEADING NORTHWEST,
 KZ0401'0.15 MILE SOUTHWEST OF A 10-FOOT CONCRETE CULVERT UNDER THE
 KZ0401'HIGHWAY, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND
 KZ0401'AT OUTSIDE OF A CURVE, 1 FOOT NORTHWEST OF A WIRE FENCE, 98
 KZ0401'YARDS NORTHEAST OF THE JUNCTION OF A DRIVE NORTHWEST OF A
 KZ0401'TWO-STORY FARMHOUSE, 58 YARDS NORTHEAST OF A PIPE CULVERT UNDER
 KZ0401'THE HIGHWAY, 70 FEET EAST OF AND ACROSS THE HIHGWAY FROM TELEPHONE
 KZ0401'POLE 888, 2 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL
 KZ0401'WITH THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KZ0401'3 INCHES.
 KZ0401
 KZ0401                          STATION RECOVERY (1970)
 KZ0401
 KZ0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0787 ***********************************************************************
 KZ0787  DESIGNATION -  D 254
 KZ0787  PID         -  KZ0787
 KZ0787  STATE/COUNTY-  OH/KNOX
 KZ0787  USGS QUAD   -  MT VERNON (1982)
 KZ0787
 KZ0787                         *CURRENT SURVEY CONTROL
 KZ0787  ___________________________________________________________________
 KZ0787* NAD 83(1986)-  40 27 14.     (N)    082 25 28.     (W)     SCALED    
 KZ0787* NAVD 88     -       363.302  (meters)    1191.93   (feet)  ADJUSTED  
 KZ0787  ___________________________________________________________________
 KZ0787  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KZ0787  DYNAMIC HT  -         363.117 (meters)    1191.33  (feet)  COMP
 KZ0787  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 KZ0787
 KZ0787  VERT ORDER  -  SECOND    CLASS 0
 KZ0787
 KZ0787.The horizontal coordinates were scaled from a topographic map and have
 KZ0787.an estimated accuracy of +/- 6 seconds.
 KZ0787
 KZ0787.The orthometric height was determined by differential leveling
 KZ0787.and adjusted by the National Geodetic Survey in June 1991..
 KZ0787
 KZ0787.The geoid height was determined by GEOID03.
 KZ0787
 KZ0787.The dynamic height is computed by dividing the NAVD 88
 KZ0787.geopotential number by the normal gravity value computed on the
 KZ0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0787.degrees latitude (g = 980.6199 gals.).
 KZ0787
 KZ0787.The modeled gravity was interpolated from observed gravity values.
 KZ0787
 KZ0787;                    North         East    Units  Estimated Accuracy
 KZ0787;SPC OH N     -    87,420.      606,410.      MT  (+/- 180 meters Scaled)
 KZ0787
 KZ0787                          SUPERSEDED SURVEY CONTROL
 KZ0787
 KZ0787  NGVD 29 (??/??/92)  363.488  (m)         1192.54   (f) ADJ UNCH    2 0
 KZ0787
 KZ0787.Superseded values are not recommended for survey control.
 KZ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0787.See file dsdata.txt to determine how the superseded data were derived.
 KZ0787
 KZ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE792791(NAD 83)
 KZ0787_MARKER: DB = BENCH MARK DISK
 KZ0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0787_SP_SET: CULVERT STEP
 KZ0787_STAMPING: D 254 1959
 KZ0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0787
 KZ0787  HISTORY     - Date     Condition        Report By
 KZ0787  HISTORY     - 1959     MONUMENTED       CGS
 KZ0787
 KZ0787                          STATION DESCRIPTION
 KZ0787
 KZ0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0787'2.8 MI SW FROM AMITY.
 KZ0787'ABOUT 2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE
 KZ0787'INTERSECTION OF COUNTY ROAD 14 AT AMITY, 1.15 MILE SOUTHWEST
 KZ0787'OF HIGHWAY BRIDGE OVER LITTLE SCHENK CREEK, 31 FEET SOUTHEAST
 KZ0787'LOF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE SOUTHEAST
 KZ0787'END OF A 4-FOOT CONCRETE CULVERT UNDER HIGHWAY 3 AND IN THE
 KZ0787'SECOND STEP DOWN OF THE NORTHEAST CULVERT WALL, AND ABOUT
 KZ0787'2 FEET BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0124 ***********************************************************************
 KZ0124  DESIGNATION -  D 255
 KZ0124  PID         -  KZ0124
 KZ0124  STATE/COUNTY-  OH/ASHLAND
 KZ0124  USGS QUAD   -  PAVONIA (1984)
 KZ0124
 KZ0124                         *CURRENT SURVEY CONTROL
 KZ0124  ___________________________________________________________________
 KZ0124* NAD 83(1986)-  40 50 46.     (N)    082 24 08.     (W)     SCALED    
 KZ0124* NAVD 88     -       371.031  (meters)    1217.29   (feet)  ADJUSTED  
 KZ0124  ___________________________________________________________________
 KZ0124  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KZ0124  DYNAMIC HT  -         370.857 (meters)    1216.72  (feet)  COMP
 KZ0124  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 KZ0124
 KZ0124  VERT ORDER  -  SECOND    CLASS 0
 KZ0124
 KZ0124.The horizontal coordinates were scaled from a topographic map and have
 KZ0124.an estimated accuracy of +/- 6 seconds.
 KZ0124
 KZ0124.The orthometric height was determined by differential leveling
 KZ0124.and adjusted by the National Geodetic Survey in June 1991..
 KZ0124
 KZ0124.The geoid height was determined by GEOID03.
 KZ0124
 KZ0124.The dynamic height is computed by dividing the NAVD 88
 KZ0124.geopotential number by the normal gravity value computed on the
 KZ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0124.degrees latitude (g = 980.6199 gals.).
 KZ0124
 KZ0124.The modeled gravity was interpolated from observed gravity values.
 KZ0124
 KZ0124;                    North         East    Units  Estimated Accuracy
 KZ0124;SPC OH N     -   130,980.      608,250.      MT  (+/- 180 meters Scaled)
 KZ0124
 KZ0124                          SUPERSEDED SURVEY CONTROL
 KZ0124
 KZ0124  NGVD 29 (??/??/92)  371.198  (m)         1217.84   (f) ADJ UNCH    2 0
 KZ0124
 KZ0124.Superseded values are not recommended for survey control.
 KZ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0124.See file dsdata.txt to determine how the superseded data were derived.
 KZ0124
 KZ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF817226(NAD 83)
 KZ0124_MARKER: DB = BENCH MARK DISK
 KZ0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0124_STAMPING: D 255 1959
 KZ0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0124+STABILITY: SURFACE MOTION
 KZ0124
 KZ0124  HISTORY     - Date     Condition        Report By
 KZ0124  HISTORY     - 1959     MONUMENTED       CGS
 KZ0124  HISTORY     - 1970     GOOD             NGS
 KZ0124  HISTORY     - 1989     GOOD             USPSQD
 KZ0124
 KZ0124                          STATION DESCRIPTION
 KZ0124
 KZ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0124'3.3 MI SE FROM OLIVESBURG.
 KZ0124'ABOUT 3.35 MILES SOUTHEAST ALONG STATE HIGHWAY 603 FROM THE
 KZ0124'INTERSECTION OF STATE HIGHWAY 545 AT OLIVESBURG, ABOUT 54 YARDS
 KZ0124'NORTH OF THE JUNCTION OF MILTON TWP ROAD 51 LEADING WEST, AT THE
 KZ0124'SOUTHWEST CORNER OF A PARKING AREA FOR THE PARADISE HILL CHURCH,
 KZ0124'25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 104 FEET SOUTHWEST
 KZ0124'OF THE SOUTHWEST CORNER OF THE CHURCH, 9 FEET NORTHWEST OF A 40-INCH
 KZ0124'ELM TREE, 2 FEET EAST OF THE FIRST TELEPHONE POLE SOUTH OF THE
 KZ0124'CHURCH, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A CONCRETE
 KZ0124'POST PROJECTING 2 INCHES.
 KZ0124
 KZ0124                          STATION RECOVERY (1970)
 KZ0124
 KZ0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0124'RECOVERED IN GOOD CONDITION.
 KZ0124
 KZ0124                          STATION RECOVERY (1989)
 KZ0124
 KZ0124'RECOVERY NOTE BY US POWER SQUADRON 1989 (RN)
 KZ0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0115 ***********************************************************************
 KZ0115  DESIGNATION -  D 256
 KZ0115  PID         -  KZ0115
 KZ0115  STATE/COUNTY-  OH/RICHLAND
 KZ0115  USGS QUAD   -  OLIVESBURG (1981)
 KZ0115
 KZ0115                         *CURRENT SURVEY CONTROL
 KZ0115  ___________________________________________________________________
 KZ0115* NAD 83(1986)-  40 59 34.     (N)    082 27 00.     (W)     SCALED    
 KZ0115* NAVD 88     -       352.379  (meters)    1156.10   (feet)  ADJUSTED  
 KZ0115  ___________________________________________________________________
 KZ0115  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ0115  DYNAMIC HT  -         352.217 (meters)    1155.57  (feet)  COMP
 KZ0115  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 KZ0115
 KZ0115  VERT ORDER  -  SECOND    CLASS 0
 KZ0115
 KZ0115.The horizontal coordinates were scaled from a topographic map and have
 KZ0115.an estimated accuracy of +/- 6 seconds.
 KZ0115
 KZ0115.The orthometric height was determined by differential leveling
 KZ0115.and adjusted by the National Geodetic Survey in June 1991..
 KZ0115
 KZ0115.The geoid height was determined by GEOID03.
 KZ0115
 KZ0115.The dynamic height is computed by dividing the NAVD 88
 KZ0115.geopotential number by the normal gravity value computed on the
 KZ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0115.degrees latitude (g = 980.6199 gals.).
 KZ0115
 KZ0115.The modeled gravity was interpolated from observed gravity values.
 KZ0115
 KZ0115;                    North         East    Units  Estimated Accuracy
 KZ0115;SPC OH N     -   147,260.      604,210.      MT  (+/- 180 meters Scaled)
 KZ0115
 KZ0115                          SUPERSEDED SURVEY CONTROL
 KZ0115
 KZ0115  NGVD 29 (??/??/92)  352.542  (m)         1156.63   (f) ADJ UNCH    2 0
 KZ0115
 KZ0115.Superseded values are not recommended for survey control.
 KZ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0115.See file dsdata.txt to determine how the superseded data were derived.
 KZ0115
 KZ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF780389(NAD 83)
 KZ0115_MARKER: DB = BENCH MARK DISK
 KZ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0115_STAMPING: D 256 1959
 KZ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0115+STABILITY: SURFACE MOTION
 KZ0115
 KZ0115  HISTORY     - Date     Condition        Report By
 KZ0115  HISTORY     - 1959     MONUMENTED       CGS
 KZ0115  HISTORY     - 1969     GOOD             NGS
 KZ0115  HISTORY     - 1987     GOOD             OHDT
 KZ0115
 KZ0115                          STATION DESCRIPTION
 KZ0115
 KZ0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0115'6.2 MI NW FROM SAVANNAH.
 KZ0115'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 60 FROM THE SCHOOL
 KZ0115'AT SAVANNAH, THENCE ABOUT 3.95 MILES WEST ALONG COUNTY ROAD
 KZ0115'11 AND BASE LINE ROAD, 0.35 MILE EAST OF THE JUNCTION OF NINEVEN
 KZ0115'ROAD LEADING TO THE NORTH, AT THE JUNCTION OF A PRIVATE ROAD
 KZ0115'LEADING SOUTH, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KZ0115'25 FEET WEST OF THE CENTER LINE OF ROAD SOUTH, 36 FEET SOUTHWEST
 KZ0115'OF THE CENTER OF THE JUNCTION, 6 FEET NORTHWEST OF A TELEPHONE
 KZ0115'LINE JUNCTION POLE, 10 FEET WEST OF A FENCE CORNER, 1 1/2 FEET
 KZ0115'NORTH OF A EAST-WEST FENCE LINE, 2 FEET EAST OF A STEEL WITNESS
 KZ0115'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE
 KZ0115'POST PROJECTING 3 INCHES.
 KZ0115
 KZ0115                          STATION RECOVERY (1969)
 KZ0115
 KZ0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KZ0115'RECOVERED IN GOOD CONDITION.
 KZ0115
 KZ0115                          STATION RECOVERY (1987)
 KZ0115
 KZ0115'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0540 ***********************************************************************
 KZ0540  DESIGNATION -  D 257
 KZ0540  PID         -  KZ0540
 KZ0540  STATE/COUNTY-  OH/WAYNE
 KZ0540  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0540
 KZ0540                         *CURRENT SURVEY CONTROL
 KZ0540  ___________________________________________________________________
 KZ0540* NAD 83(1986)-  40 47 07.     (N)    082 07 38.     (W)     SCALED    
 KZ0540* NAVD 88     -       319.542  (meters)    1048.36   (feet)  ADJUSTED  
 KZ0540  ___________________________________________________________________
 KZ0540  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KZ0540  DYNAMIC HT  -         319.395 (meters)    1047.88  (feet)  COMP
 KZ0540  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 KZ0540
 KZ0540  VERT ORDER  -  SECOND    CLASS 0
 KZ0540
 KZ0540.The horizontal coordinates were scaled from a topographic map and have
 KZ0540.an estimated accuracy of +/- 6 seconds.
 KZ0540
 KZ0540.The orthometric height was determined by differential leveling
 KZ0540.and adjusted by the National Geodetic Survey in June 1991..
 KZ0540
 KZ0540.The geoid height was determined by GEOID03.
 KZ0540
 KZ0540.The dynamic height is computed by dividing the NAVD 88
 KZ0540.geopotential number by the normal gravity value computed on the
 KZ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0540.degrees latitude (g = 980.6199 gals.).
 KZ0540
 KZ0540.The modeled gravity was interpolated from observed gravity values.
 KZ0540
 KZ0540;                    North         East    Units  Estimated Accuracy
 KZ0540;SPC OH N     -   124,280.      631,460.      MT  (+/- 180 meters Scaled)
 KZ0540
 KZ0540                          SUPERSEDED SURVEY CONTROL
 KZ0540
 KZ0540  NGVD 29 (??/??/92)  319.736  (m)         1049.00   (f) ADJ UNCH    2 0
 KZ0540
 KZ0540.Superseded values are not recommended for survey control.
 KZ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0540.See file dsdata.txt to determine how the superseded data were derived.
 KZ0540
 KZ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF048155(NAD 83)
 KZ0540_MARKER: DB = BENCH MARK DISK
 KZ0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0540_SP_SET: CULVERT
 KZ0540_STAMPING: D 257 1959
 KZ0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0540
 KZ0540  HISTORY     - Date     Condition        Report By
 KZ0540  HISTORY     - 1959     MONUMENTED       CGS
 KZ0540
 KZ0540                          STATION DESCRIPTION
 KZ0540
 KZ0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0540'2.6 MI SW FROM REEDSBURG.
 KZ0540'ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 30 FROM GRACE CHURCH AT
 KZ0540'REEDSBURG, THENCE ABOUT 1.25 MILES SOUTH ALONG ASHLAND COUNTY ROAD
 KZ0540'74 AND WAYNE COUNTY ROAD 93, 0.35 MILE NORTH OF THE INTERSECTION OF
 KZ0540'WAYNE CO. ROAD 93 LEADING NORTH-SOUTH, WAYNE CO. ROAD 190 LEADING
 KZ0540'SOUTHEAST, AND ASHLAND COUNTY ROAD 62 LEADING NORTHWEST, 16 FEET
 KZ0540'EAST OF THE CENTER LINE OF THE ROAD, IN TOP OF THE NORTH END OF
 KZ0540'THE EAST HEAD WALL TO A 5-FOOT CONCRETE BOX CULVERT, 1 FOOT SOUTH
 KZ0540'OF THE NORTH END OF THE HEAD WALL, AND ABOUT 1 FOOT ABOVE THE
 KZ0540'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0408 ***********************************************************************
 KZ0408  DESIGNATION -  D 258
 KZ0408  PID         -  KZ0408
 KZ0408  STATE/COUNTY-  OH/HOLMES
 KZ0408  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0408
 KZ0408                         *CURRENT SURVEY CONTROL
 KZ0408  ___________________________________________________________________
 KZ0408* NAD 83(1986)-  40 38 26.     (N)    082 13 15.     (W)     SCALED    
 KZ0408* NAVD 88     -       303.743  (meters)     996.53   (feet)  ADJUSTED  
 KZ0408  ___________________________________________________________________
 KZ0408  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KZ0408  DYNAMIC HT  -         303.596 (meters)     996.05  (feet)  COMP
 KZ0408  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 KZ0408
 KZ0408  VERT ORDER  -  SECOND    CLASS 0
 KZ0408
 KZ0408.The horizontal coordinates were scaled from a topographic map and have
 KZ0408.an estimated accuracy of +/- 6 seconds.
 KZ0408
 KZ0408.The orthometric height was determined by differential leveling
 KZ0408.and adjusted by the National Geodetic Survey in June 1991..
 KZ0408
 KZ0408.The geoid height was determined by GEOID03.
 KZ0408
 KZ0408.The dynamic height is computed by dividing the NAVD 88
 KZ0408.geopotential number by the normal gravity value computed on the
 KZ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0408.degrees latitude (g = 980.6199 gals.).
 KZ0408
 KZ0408.The modeled gravity was interpolated from observed gravity values.
 KZ0408
 KZ0408;                    North         East    Units  Estimated Accuracy
 KZ0408;SPC OH N     -   108,180.      623,610.      MT  (+/- 180 meters Scaled)
 KZ0408
 KZ0408                          SUPERSEDED SURVEY CONTROL
 KZ0408
 KZ0408  NGVD 29 (??/??/92)  303.931  (m)          997.15   (f) ADJ UNCH    2 0
 KZ0408
 KZ0408.Superseded values are not recommended for survey control.
 KZ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0408.See file dsdata.txt to determine how the superseded data were derived.
 KZ0408
 KZ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE967995(NAD 83)
 KZ0408_MARKER: DB = BENCH MARK DISK
 KZ0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0408_STAMPING: D 258 1959
 KZ0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0408+STABILITY: SURFACE MOTION
 KZ0408
 KZ0408  HISTORY     - Date     Condition        Report By
 KZ0408  HISTORY     - 1959     MONUMENTED       CGS
 KZ0408  HISTORY     - 1970     GOOD             NGS
 KZ0408
 KZ0408                          STATION DESCRIPTION
 KZ0408
 KZ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0408'0.6 MI NE FROM LOUDONVILLE.
 KZ0408'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 3 FROM THE
 KZ0408'NORTH JUNCTION OF STATE HIGHWAY 60 AT LOUDONVILLE, AT THE EAST
 KZ0408'CITY LIMITS, AT THE ASHLAND-HOLMES COUNTY LINE, 31 FEET NORTH
 KZ0408'OF THE CENTER LINE OF THE HIGHWAY, 3 1/2 FEET EAST OF THE STEEL
 KZ0408'POST THAT SUPPORTS A LIONS CLUB SIGN, 29 1/2 FEET NORTHEAST
 KZ0408'OF THE NORTH LEG OF THE COUNTY LINE SIGN, 9 FEET EAST OF THE
 KZ0408'FIRST POWER LINE POLE EAST OF THE COUNTY LINE, 2 FEET WEST OF
 KZ0408'A STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 KZ0408'AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0408
 KZ0408                          STATION RECOVERY (1970)
 KZ0408
 KZ0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0060 ***********************************************************************
 KZ0060  DESIGNATION -  D 260 RESET
 KZ0060  PID         -  KZ0060
 KZ0060  STATE/COUNTY-  OH/ASHLAND
 KZ0060  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0060
 KZ0060                         *CURRENT SURVEY CONTROL
 KZ0060  ___________________________________________________________________
 KZ0060* NAD 83(1986)-  40 48 30.     (N)    082 09 50.     (W)     SCALED    
 KZ0060* NAVD 88     -       310.83   (+/-2cm)    1019.8    (feet)  VERTCON   
 KZ0060  ___________________________________________________________________
 KZ0060  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KZ0060
 KZ0060  VERT ORDER  -  THIRD (See Below)
 KZ0060
 KZ0060.The horizontal coordinates were scaled from a topographic map and have
 KZ0060.an estimated accuracy of +/- 6 seconds.
 KZ0060
 KZ0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ0060.The vertical order pertains to the NGVD 29 superseded value.
 KZ0060
 KZ0060.The geoid height was determined by GEOID03.
 KZ0060
 KZ0060;                    North         East    Units  Estimated Accuracy
 KZ0060;SPC OH N     -   126,830.      628,360.      MT  (+/- 180 meters Scaled)
 KZ0060
 KZ0060                          SUPERSEDED SURVEY CONTROL
 KZ0060
 KZ0060  NGVD 29 (??/??/??)  311.02   (m)         1020.4    (f) RESET       3  
 KZ0060
 KZ0060.Superseded values are not recommended for survey control.
 KZ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0060.See file dsdata.txt to determine how the superseded data were derived.
 KZ0060
 KZ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF018181(NAD 83)
 KZ0060_MARKER: DB = BENCH MARK DISK
 KZ0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0060_SP_SET: CULVERT
 KZ0060_STAMPING: D 260 RESET 1966
 KZ0060_MARK LOGO: CGS   
 KZ0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0060
 KZ0060  HISTORY     - Date     Condition        Report By
 KZ0060  HISTORY     - 1966     MONUMENTED       CGS
 KZ0060  HISTORY     - 1967     GOOD             NGS
 KZ0060  HISTORY     - 1987     GOOD             OHDT
 KZ0060
 KZ0060                          STATION DESCRIPTION
 KZ0060
 KZ0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ0060'1.8 MI E FROM JEROMESVILLE.
 KZ0060'ABOUT 1.85 MILES EAST ALONG OLD STATE HIGHWAY 30 (NOW ASHLAND
 KZ0060'COUNTY S.R. 30) FROM THE CROSSING OF STATE HIGHWAY 89 AT
 KZ0060'JEROMESVILLE, ABOUT 0.35 MILES WEST OF THE INTERSECTION OF
 KZ0060'COUNTY ROAD 132, SET IN THE SOUTHEAST CONCRETE WINGWALL OF A
 KZ0060'PIPE CULVERT AT GLENN RUN, 34.5 FEET SOUTH OF THE CENTER LINE
 KZ0060'OF THE HIGHWAY AND ABOUT 7 FEET LOWER THAN THE HIGHWAY.
 KZ0060
 KZ0060                          STATION RECOVERY (1987)
 KZ0060
 KZ0060'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2032 ***********************************************************************
 KY2032  DESIGNATION -  D 261
 KY2032  PID         -  KY2032
 KY2032  STATE/COUNTY-  OH/HOLMES
 KY2032  USGS QUAD   -  HOLMESVILLE (1994)
 KY2032
 KY2032                         *CURRENT SURVEY CONTROL
 KY2032  ___________________________________________________________________
 KY2032* NAD 83(1986)-  40 37 31.     (N)    081 56 07.     (W)     SCALED    
 KY2032* NAVD 88     -       255.806  (meters)     839.26   (feet)  ADJUSTED  
 KY2032  ___________________________________________________________________
 KY2032  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KY2032  DYNAMIC HT  -         255.687 (meters)     838.87  (feet)  COMP
 KY2032  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 KY2032
 KY2032  VERT ORDER  -  SECOND    CLASS 0
 KY2032
 KY2032.The horizontal coordinates were scaled from a topographic map and have
 KY2032.an estimated accuracy of +/- 6 seconds.
 KY2032
 KY2032.The orthometric height was determined by differential leveling
 KY2032.and adjusted by the National Geodetic Survey in June 1991..
 KY2032
 KY2032.The geoid height was determined by GEOID03.
 KY2032
 KY2032.The dynamic height is computed by dividing the NAVD 88
 KY2032.geopotential number by the normal gravity value computed on the
 KY2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2032.degrees latitude (g = 980.6199 gals.).
 KY2032
 KY2032.The modeled gravity was interpolated from observed gravity values.
 KY2032
 KY2032;                    North         East    Units  Estimated Accuracy
 KY2032;SPC OH N     -   106,610.      647,780.      MT  (+/- 180 meters Scaled)
 KY2032
 KY2032                          SUPERSEDED SURVEY CONTROL
 KY2032
 KY2032  NGVD 29 (??/??/92)  256.016  (m)          839.95   (f) ADJ UNCH    2 0
 KY2032
 KY2032.Superseded values are not recommended for survey control.
 KY2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2032.See file dsdata.txt to determine how the superseded data were derived.
 KY2032
 KY2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME208975(NAD 83)
 KY2032_MARKER: DB = BENCH MARK DISK
 KY2032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY2032_SP_SET: ABUTMENT
 KY2032_STAMPING: D 261 1959
 KY2032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2032
 KY2032  HISTORY     - Date     Condition        Report By
 KY2032  HISTORY     - 1959     MONUMENTED       CGS
 KY2032
 KY2032                          STATION DESCRIPTION
 KY2032
 KY2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY2032'0.7 MI W FROM HOLMESVILLE.
 KY2032'ABOUT 0.7 MILE WEST ALONG COUNTY ROAD 320 FROM THE CHURCH OF
 KY2032'CHRIST AT HOLMESVILLE, 0.1 MILE EAST OF THE JUNCTION OF COUNTY
 KY2032'ROAD 329, 14 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 KY2032'IN TOP OF THE NORTH END OF THE EAST ABUTMENT TO A 115 FOOT
 KY2032'BRIDGE OVER KILLBUCK CREEK, 2 1/2 FEET SOUTH OF THE NORTH END
 KY2032'OF THE ABUTMENT, 1 FOOT NORTH OF THE NORTH EDGE OF THE STEEL
 KY2032'STRUCTURE OF BRIDGE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0472 ***********************************************************************
 KZ0472  DESIGNATION -  D 262
 KZ0472  PID         -  KZ0472
 KZ0472  STATE/COUNTY-  OH/WAYNE
 KZ0472  USGS QUAD   -  SHREVE (1978)
 KZ0472
 KZ0472                         *CURRENT SURVEY CONTROL
 KZ0472  ___________________________________________________________________
 KZ0472* NAD 83(1986)-  40 40 59.     (N)    082 01 17.     (W)     SCALED    
 KZ0472* NAVD 88     -       278.481  (meters)     913.65   (feet)  ADJUSTED  
 KZ0472  ___________________________________________________________________
 KZ0472  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KZ0472  DYNAMIC HT  -         278.352 (meters)     913.23  (feet)  COMP
 KZ0472  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 KZ0472
 KZ0472  VERT ORDER  -  SECOND    CLASS 0
 KZ0472
 KZ0472.The horizontal coordinates were scaled from a topographic map and have
 KZ0472.an estimated accuracy of +/- 6 seconds.
 KZ0472
 KZ0472.The orthometric height was determined by differential leveling
 KZ0472.and adjusted by the National Geodetic Survey in June 1991..
 KZ0472
 KZ0472.The geoid height was determined by GEOID03.
 KZ0472
 KZ0472.The dynamic height is computed by dividing the NAVD 88
 KZ0472.geopotential number by the normal gravity value computed on the
 KZ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0472.degrees latitude (g = 980.6199 gals.).
 KZ0472
 KZ0472.The modeled gravity was interpolated from observed gravity values.
 KZ0472
 KZ0472;                    North         East    Units  Estimated Accuracy
 KZ0472;SPC OH N     -   112,980.      640,460.      MT  (+/- 180 meters Scaled)
 KZ0472
 KZ0472                          SUPERSEDED SURVEY CONTROL
 KZ0472
 KZ0472  NGVD 29 (??/??/92)  278.685  (m)          914.32   (f) ADJ UNCH    2 0
 KZ0472
 KZ0472.Superseded values are not recommended for survey control.
 KZ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0472.See file dsdata.txt to determine how the superseded data were derived.
 KZ0472
 KZ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF136040(NAD 83)
 KZ0472_MARKER: DB = BENCH MARK DISK
 KZ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0472_STAMPING: D 262 1959
 KZ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0472+STABILITY: SURFACE MOTION
 KZ0472
 KZ0472  HISTORY     - Date     Condition        Report By
 KZ0472  HISTORY     - 1959     MONUMENTED       CGS
 KZ0472
 KZ0472                          STATION DESCRIPTION
 KZ0472
 KZ0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0472'AT SHREVE.
 KZ0472'AT SHREVE, ABOUT 0.05 MILE NORTH ALONG STATE HIGHWAY 226 FROM
 KZ0472'THE POST OFFICE, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 7 RAILS
 KZ0472'NORTHEAST OF THE CROSSING OF STATE HIGHWAY 226, AT THE CROSSING
 KZ0472'OF ROBINSON STREET, 30 1/2 FEET NORTHWEST OF THE NORTHWEST
 KZ0472'RAIL, OF THE NORTHWEST TRACK, 30 FEET SOUTH OF THE CENTER LINE
 KZ0472'OF ROBINSON STREET, 91 FEET WEST OF THE CENTER LINE OF THE CROSSING
 KZ0472'OF THE STREET AND THE NORTHWEST TRACK, 2 1/2 FEET EAST OF THE
 KZ0472'FIRST TELEPHONE POLE NORTHWEST OF THE TRACK, ABOUT 4 FEET
 KZ0472'ABOVE THE LEVEL OF THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND
 KZ0472'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0398 ***********************************************************************
 KZ0398  DESIGNATION -  D 263
 KZ0398  PID         -  KZ0398
 KZ0398  STATE/COUNTY-  OH/ASHLAND
 KZ0398  USGS QUAD   -  JELLOWAY (1982)
 KZ0398
 KZ0398                         *CURRENT SURVEY CONTROL
 KZ0398  ___________________________________________________________________
 KZ0398* NAD 83(1986)-  40 36 19.     (N)    082 15 39.     (W)     SCALED    
 KZ0398* NAVD 88     -       287.611  (meters)     943.60   (feet)  ADJUSTED  
 KZ0398  ___________________________________________________________________
 KZ0398  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KZ0398  DYNAMIC HT  -         287.470 (meters)     943.14  (feet)  COMP
 KZ0398  MODELED GRAV-     980,126.4   (mgal)                       NAVD 88
 KZ0398
 KZ0398  VERT ORDER  -  SECOND    CLASS 0
 KZ0398
 KZ0398.The horizontal coordinates were scaled from a topographic map and have
 KZ0398.an estimated accuracy of +/- 6 seconds.
 KZ0398
 KZ0398.The orthometric height was determined by differential leveling
 KZ0398.and adjusted by the National Geodetic Survey in June 1991..
 KZ0398
 KZ0398.The geoid height was determined by GEOID03.
 KZ0398
 KZ0398.The dynamic height is computed by dividing the NAVD 88
 KZ0398.geopotential number by the normal gravity value computed on the
 KZ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0398.degrees latitude (g = 980.6199 gals.).
 KZ0398
 KZ0398.The modeled gravity was interpolated from observed gravity values.
 KZ0398
 KZ0398;                    North         East    Units  Estimated Accuracy
 KZ0398;SPC OH N     -   104,260.      620,240.      MT  (+/- 180 meters Scaled)
 KZ0398
 KZ0398                          SUPERSEDED SURVEY CONTROL
 KZ0398
 KZ0398  NGVD 29 (??/??/92)  287.792  (m)          944.20   (f) ADJ UNCH    2 0
 KZ0398
 KZ0398.Superseded values are not recommended for survey control.
 KZ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0398.See file dsdata.txt to determine how the superseded data were derived.
 KZ0398
 KZ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE933957(NAD 83)
 KZ0398_MARKER: DB = BENCH MARK DISK
 KZ0398_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ0398_SP_SET: 18.5 FEET
 KZ0398_STAMPING: D 263 1959
 KZ0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0398
 KZ0398  HISTORY     - Date     Condition        Report By
 KZ0398  HISTORY     - 1959     MONUMENTED       CGS
 KZ0398  HISTORY     - 1970     GOOD             NGS
 KZ0398
 KZ0398                          STATION DESCRIPTION
 KZ0398
 KZ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0398'3 MI SW FROM LOUDONVILLE.
 KZ0398'ABOUT 3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE HIGH
 KZ0398'SCHOOL AT LOUDONVILLE, 0.1 MILE SOUTH OF THE JUNCTION OF STATE
 KZ0398'HIGHWAY 97, AT THE JUNCTION OF A DRIVE EAST TO A LARGE WHITE
 KZ0398'PAINTED BARN WITH A CIRCULAR ROOF, 39 FEET WEST OF THE CENTER
 KZ0398'LINE OF HIGHWAY, 13 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE
 KZ0398'DRIVE, 43 FEET WEST-SOUTHWEST OF THE CENTER LINE OF JUNCTION,
 KZ0398'60 1/2 FEET NORTH OF THE THIRD TELEPHONE POLE SOUTH OF THE
 KZ0398'HIGHWAY JUNCTION, 1 1/2 FEET SOUTH OF A STEEL WITNESS POST,
 KZ0398'AND ABOUT LEVEL WITH THE HIGHWAY, AND IS A DISK ON COPPER-COATED
 KZ0398'STEEL ROD PROJECTING 2 INCHES AND PROTECTED BY A 6-INCH TILE
 KZ0398'WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A
 KZ0398'DEPTH OF 18.5 FEET.
 KZ0398
 KZ0398                          STATION RECOVERY (1970)
 KZ0398
 KZ0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0347 ***********************************************************************
 KZ0347  DESIGNATION -  D 264
 KZ0347  PID         -  KZ0347
 KZ0347  STATE/COUNTY-  OH/ASHLAND
 KZ0347  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0347
 KZ0347                         *CURRENT SURVEY CONTROL
 KZ0347  ___________________________________________________________________
 KZ0347* NAD 83(1986)-  40 42 54.     (N)    082 13 43.     (W)     SCALED    
 KZ0347* NAVD 88     -       381.155  (meters)    1250.51   (feet)  ADJUSTED  
 KZ0347  ___________________________________________________________________
 KZ0347  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KZ0347  DYNAMIC HT  -         380.975 (meters)    1249.92  (feet)  COMP
 KZ0347  MODELED GRAV-     980,140.6   (mgal)                       NAVD 88
 KZ0347
 KZ0347  VERT ORDER  -  SECOND    CLASS 0
 KZ0347
 KZ0347.The horizontal coordinates were scaled from a topographic map and have
 KZ0347.an estimated accuracy of +/- 6 seconds.
 KZ0347
 KZ0347.The orthometric height was determined by differential leveling
 KZ0347.and adjusted by the National Geodetic Survey in June 1991..
 KZ0347
 KZ0347.The geoid height was determined by GEOID03.
 KZ0347
 KZ0347.The dynamic height is computed by dividing the NAVD 88
 KZ0347.geopotential number by the normal gravity value computed on the
 KZ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0347.degrees latitude (g = 980.6199 gals.).
 KZ0347
 KZ0347.The modeled gravity was interpolated from observed gravity values.
 KZ0347
 KZ0347;                    North         East    Units  Estimated Accuracy
 KZ0347;SPC OH N     -   116,450.      622,930.      MT  (+/- 180 meters Scaled)
 KZ0347
 KZ0347                          SUPERSEDED SURVEY CONTROL
 KZ0347
 KZ0347  NGVD 29 (??/??/92)  381.338  (m)         1251.11   (f) ADJ UNCH    2 0
 KZ0347
 KZ0347.Superseded values are not recommended for survey control.
 KZ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0347.See file dsdata.txt to determine how the superseded data were derived.
 KZ0347
 KZ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF962078(NAD 83)
 KZ0347_MARKER: DB = BENCH MARK DISK
 KZ0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0347_SP_SET: CULVERT
 KZ0347_STAMPING: D 264 1959
 KZ0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0347
 KZ0347  HISTORY     - Date     Condition        Report By
 KZ0347  HISTORY     - 1959     MONUMENTED       CGS
 KZ0347  HISTORY     - 19860708 GOOD             OHDT
 KZ0347
 KZ0347                          STATION DESCRIPTION
 KZ0347
 KZ0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0347'1 MI NE FROM MC KAY.
 KZ0347'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 95 FROM THE
 KZ0347'INTERSECTION OF STATE HIGHWAY 60 AT MC KAY, ABOUT 2.25 MILES
 KZ0347'SOUTHWEST ALONG STATE HIGHWAY 95 FROM THE INTERSECTION OF
 KZ0347'STATE HIGHWAY 179 AT MOHICANVILLE, 29 FEET NORTH OF CENTER LINE
 KZ0347'OF HIGHWAY, IN TOP OF THE EAST END OF THE NORTH HEAD WALL TO A
 KZ0347'6-FOOT CONCRETE BOX CULVERT, 1 FOOT WEST OF THE EAST END OF HEAD
 KZ0347'WALL, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF HIGHWAY.
 KZ0347
 KZ0347                          STATION RECOVERY (1986)
 KZ0347
 KZ0347'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1986 (JY)
 KZ0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0766 ***********************************************************************
 KZ0766  DESIGNATION -  D 265
 KZ0766  PID         -  KZ0766
 KZ0766  STATE/COUNTY-  OH/KNOX
 KZ0766  USGS QUAD   -  MT VERNON (1982)
 KZ0766
 KZ0766                         *CURRENT SURVEY CONTROL
 KZ0766  ___________________________________________________________________
 KZ0766* NAD 83(1986)-  40 29 39.     (N)    082 25 05.     (W)     SCALED    
 KZ0766* NAVD 88     -       335.624  (meters)    1101.13   (feet)  ADJUSTED  
 KZ0766  ___________________________________________________________________
 KZ0766  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KZ0766  DYNAMIC HT  -         335.454 (meters)    1100.57  (feet)  COMP
 KZ0766  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 KZ0766
 KZ0766  VERT ORDER  -  SECOND    CLASS 0
 KZ0766
 KZ0766.The horizontal coordinates were scaled from a topographic map and have
 KZ0766.an estimated accuracy of +/- 6 seconds.
 KZ0766
 KZ0766.The orthometric height was determined by differential leveling
 KZ0766.and adjusted by the National Geodetic Survey in June 1991..
 KZ0766
 KZ0766.The geoid height was determined by GEOID03.
 KZ0766
 KZ0766.The dynamic height is computed by dividing the NAVD 88
 KZ0766.geopotential number by the normal gravity value computed on the
 KZ0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0766.degrees latitude (g = 980.6199 gals.).
 KZ0766
 KZ0766.The modeled gravity was interpolated from observed gravity values.
 KZ0766
 KZ0766;                    North         East    Units  Estimated Accuracy
 KZ0766;SPC OH N     -    91,890.      606,950.      MT  (+/- 180 meters Scaled)
 KZ0766
 KZ0766                          SUPERSEDED SURVEY CONTROL
 KZ0766
 KZ0766  NGVD 29 (??/??/92)  335.791  (m)         1101.67   (f) ADJ UNCH    2 0
 KZ0766
 KZ0766.Superseded values are not recommended for survey control.
 KZ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0766.See file dsdata.txt to determine how the superseded data were derived.
 KZ0766
 KZ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE798835(NAD 83)
 KZ0766_MARKER: DB = BENCH MARK DISK
 KZ0766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0766_SP_SET: ABUTMENT
 KZ0766_STAMPING: D 265 1959
 KZ0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0766
 KZ0766  HISTORY     - Date     Condition        Report By
 KZ0766  HISTORY     - 1959     MONUMENTED       CGS
 KZ0766
 KZ0766                          STATION DESCRIPTION
 KZ0766
 KZ0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0766'3.5 MI NW FROM AMITY.
 KZ0766'ABOUT 3.5 MILES NORTHWEST ALONG KNOX COUNTY ROAD 14 FROM THE
 KZ0766'INTERSECTION OF STATE HIGHWAY 3 AT AMITY, 0.45 MILE EAST OF THE
 KZ0766'INTERSECTION OF ROAD 15, 14 1/2 FEET SOUTH OF THE CENTER LINE
 KZ0766'OF ROAD 14, IN TOP OF THE SOUTH END OF THE WEST CONCRETE
 KZ0766'ABUTMENT OF A 33-FOOT WOODEN FLOOR BRIDGE (STEEL) OVER LITTLE
 KZ0766'SCHENCK CREEK, 2 FEET SOUTH OF THE GUARD-RAIL AND ABOUT LEVEL
 KZ0766'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0447 ***********************************************************************
 KZ0447  DESIGNATION -  D 266
 KZ0447  PID         -  KZ0447
 KZ0447  STATE/COUNTY-  OH/KNOX
 KZ0447  USGS QUAD   -  GREER (1978)
 KZ0447
 KZ0447                         *CURRENT SURVEY CONTROL
 KZ0447  ___________________________________________________________________
 KZ0447* NAD 83(1986)-  40 31 10.     (N)    082 13 12.     (W)     SCALED    
 KZ0447* NAVD 88     -       284.675  (meters)     933.97   (feet)  ADJUSTED  
 KZ0447  ___________________________________________________________________
 KZ0447  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KZ0447  DYNAMIC HT  -         284.535 (meters)     933.51  (feet)  COMP
 KZ0447  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 KZ0447
 KZ0447  VERT ORDER  -  SECOND    CLASS 0
 KZ0447
 KZ0447.The horizontal coordinates were scaled from a topographic map and have
 KZ0447.an estimated accuracy of +/- 6 seconds.
 KZ0447
 KZ0447.The orthometric height was determined by differential leveling
 KZ0447.and adjusted by the National Geodetic Survey in June 1991..
 KZ0447
 KZ0447.The geoid height was determined by GEOID03.
 KZ0447
 KZ0447.The dynamic height is computed by dividing the NAVD 88
 KZ0447.geopotential number by the normal gravity value computed on the
 KZ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0447.degrees latitude (g = 980.6199 gals.).
 KZ0447
 KZ0447.The modeled gravity was interpolated from observed gravity values.
 KZ0447
 KZ0447;                    North         East    Units  Estimated Accuracy
 KZ0447;SPC OH N     -    94,740.      623,730.      MT  (+/- 180 meters Scaled)
 KZ0447
 KZ0447                          SUPERSEDED SURVEY CONTROL
 KZ0447
 KZ0447  NGVD 29 (??/??/92)  284.869  (m)          934.61   (f) ADJ UNCH    2 0
 KZ0447
 KZ0447.Superseded values are not recommended for survey control.
 KZ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0447.See file dsdata.txt to determine how the superseded data were derived.
 KZ0447
 KZ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE966861(NAD 83)
 KZ0447_MARKER: DB = BENCH MARK DISK
 KZ0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0447_SP_SET: ABUTMENT
 KZ0447_STAMPING: D 266 1959
 KZ0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0447
 KZ0447  HISTORY     - Date     Condition        Report By
 KZ0447  HISTORY     - 1959     MONUMENTED       CGS
 KZ0447  HISTORY     - 1971     GOOD             NGS
 KZ0447
 KZ0447                          STATION DESCRIPTION
 KZ0447
 KZ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0447'1.7 MI W FROM GREER.
 KZ0447'ABOUT 0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 514 FROM THE WEST
 KZ0447'END OF BRIDGE OVER MOHICAN RIVER AT GREER, THENCE ABOUT 0.75
 KZ0447'MILE NORTHWEST ALONG COUNTY ROAD 43, 2.0 MILES SOUTHEAST ALONG
 KZ0447'ROAD 43 FROM JEFFERSON GRANGE, 135 YARDS SOUTH ALONG A NARROW
 KZ0447'ROAD FROM THE JUNCTION OF ROAD 43, 9 1/2 FEET EAST OF CENTER
 KZ0447'LINE OF ROAD, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 KZ0447'A 20-FOOT CONCRETE BRIDGE UNDER THE NARROW ROAD AND ACROSS A
 KZ0447'CREEK BRANCH, 1/2 FOOT EAST OF THE CONCRETE BANISTER, AND
 KZ0447'ABOUT LEVEL WITH THE NARROW ROAD, AND ABOUT 6 FEET BELOW THE
 KZ0447'LEVEL OF COUNTY ROAD 43.
 KZ0447
 KZ0447                          STATION RECOVERY (1971)
 KZ0447
 KZ0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0773 ***********************************************************************
 KZ0773  DESIGNATION -  D 267
 KZ0773  PID         -  KZ0773
 KZ0773  STATE/COUNTY-  OH/KNOX
 KZ0773  USGS QUAD   -  DANVILLE (1982)
 KZ0773
 KZ0773                         *CURRENT SURVEY CONTROL
 KZ0773  ___________________________________________________________________
 KZ0773* NAD 83(1986)-  40 28 11.     (N)    082 20 01.     (W)     SCALED    
 KZ0773* NAVD 88     -       317.634  (meters)    1042.10   (feet)  ADJUSTED  
 KZ0773  ___________________________________________________________________
 KZ0773  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KZ0773  DYNAMIC HT  -         317.473 (meters)    1041.58  (feet)  COMP
 KZ0773  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 KZ0773
 KZ0773  VERT ORDER  -  SECOND    CLASS 0
 KZ0773
 KZ0773.The horizontal coordinates were scaled from a topographic map and have
 KZ0773.an estimated accuracy of +/- 6 seconds.
 KZ0773
 KZ0773.The orthometric height was determined by differential leveling
 KZ0773.and adjusted by the National Geodetic Survey in June 1991..
 KZ0773
 KZ0773.The geoid height was determined by GEOID03.
 KZ0773
 KZ0773.The dynamic height is computed by dividing the NAVD 88
 KZ0773.geopotential number by the normal gravity value computed on the
 KZ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0773.degrees latitude (g = 980.6199 gals.).
 KZ0773
 KZ0773.The modeled gravity was interpolated from observed gravity values.
 KZ0773
 KZ0773;                    North         East    Units  Estimated Accuracy
 KZ0773;SPC OH N     -    89,190.      614,110.      MT  (+/- 180 meters Scaled)
 KZ0773
 KZ0773                          SUPERSEDED SURVEY CONTROL
 KZ0773
 KZ0773  NGVD 29 (??/??/92)  317.815  (m)         1042.70   (f) ADJ UNCH    2 0
 KZ0773
 KZ0773.Superseded values are not recommended for survey control.
 KZ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0773.See file dsdata.txt to determine how the superseded data were derived.
 KZ0773
 KZ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE869807(NAD 83)
 KZ0773_MARKER: DB = BENCH MARK DISK
 KZ0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0773_STAMPING: D 267 1959
 KZ0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0773+STABILITY: SURFACE MOTION
 KZ0773
 KZ0773  HISTORY     - Date     Condition        Report By
 KZ0773  HISTORY     - 1959     MONUMENTED       CGS
 KZ0773
 KZ0773                          STATION DESCRIPTION
 KZ0773
 KZ0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0773'2.5 MI E FROM AMITY.
 KZ0773'ABOUT 2.5 MILES EAST ALONG KNOX COUNTY ROAD 14 FROM THE HIGH
 KZ0773'SCHOOL AT AMITY, 0.15 MILE NORTHEAST OF A BRIDGE OVER LITTLE
 KZ0773'JELLOWAY CREEK, 65 YARDS NORTH ALONG A GRAVEL ROAD FROM THE
 KZ0773'JUNCTION OF ROAD 14, 32 1/2 FEET EAST OF THE CENTER LINE OF
 KZ0773'GRAVEL ROAD, 1 FOOT WEST OF A WIRE FENCE, 56 1/2 FEET NORTHEAST
 KZ0773'OF THE EAST END OF A 30-INCH PIPE CULVERT UNDER THE GRAVEL
 KZ0773'ROAD NORTH, 1 FOOT WEST OF A WIRE FENCE, 12 FEET NORTH OF THE
 KZ0773'CENTER OF A GATE, 2 FEET NORTH-NORTHWEST OF A STEEL WITNESS POST,
 KZ0773'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE GRAVEL ROAD NORTH, AND
 KZ0773'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1130 ***********************************************************************
 KZ1130  DESIGNATION -  D 268
 KZ1130  PID         -  KZ1130
 KZ1130  STATE/COUNTY-  OH/RICHLAND
 KZ1130  USGS QUAD   -  MANSFIELD SOUTH (1984)
 KZ1130
 KZ1130                         *CURRENT SURVEY CONTROL
 KZ1130  ___________________________________________________________________
 KZ1130* NAD 83(1986)-  40 43 29.     (N)    082 34 19.     (W)     SCALED    
 KZ1130* NAVD 88     -       389.289  (meters)    1277.19   (feet)  ADJUSTED  
 KZ1130  ___________________________________________________________________
 KZ1130  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ1130  DYNAMIC HT  -         389.096 (meters)    1276.56  (feet)  COMP
 KZ1130  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 KZ1130
 KZ1130  VERT ORDER  -  SECOND    CLASS 0
 KZ1130
 KZ1130.The horizontal coordinates were scaled from a topographic map and have
 KZ1130.an estimated accuracy of +/- 6 seconds.
 KZ1130
 KZ1130.The orthometric height was determined by differential leveling
 KZ1130.and adjusted by the National Geodetic Survey in June 1991..
 KZ1130
 KZ1130.The geoid height was determined by GEOID03.
 KZ1130
 KZ1130.The dynamic height is computed by dividing the NAVD 88
 KZ1130.geopotential number by the normal gravity value computed on the
 KZ1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1130.degrees latitude (g = 980.6199 gals.).
 KZ1130
 KZ1130.The modeled gravity was interpolated from observed gravity values.
 KZ1130
 KZ1130;                    North         East    Units  Estimated Accuracy
 KZ1130;SPC OH N     -   117,500.      593,920.      MT  (+/- 180 meters Scaled)
 KZ1130
 KZ1130                          SUPERSEDED SURVEY CONTROL
 KZ1130
 KZ1130  NGVD 29 (??/??/92)  389.436  (m)         1277.67   (f) ADJ UNCH    2 0
 KZ1130
 KZ1130.Superseded values are not recommended for survey control.
 KZ1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1130.See file dsdata.txt to determine how the superseded data were derived.
 KZ1130
 KZ1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF672093(NAD 83)
 KZ1130_MARKER: DB = BENCH MARK DISK
 KZ1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1130_STAMPING: D 268 1959
 KZ1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1130+STABILITY: SURFACE MOTION
 KZ1130
 KZ1130  HISTORY     - Date     Condition        Report By
 KZ1130  HISTORY     - 1959     MONUMENTED       CGS
 KZ1130  HISTORY     - 1984     GOOD             LOCSUR
 KZ1130
 KZ1130                          STATION DESCRIPTION
 KZ1130
 KZ1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1130'3.3 MI N FROM LEXINGTON.
 KZ1130'ABOUT 3.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ1130'THE STATION AT LEXINGTON, 345 FEET NORTH OF THE CENTER OF CROSSING
 KZ1130'OF ALTA SOUTH ROAD AND B. AND O. RR., ALTA SOUTH ROAD CHANGES TO
 KZ1130'HOME ROAD AT THE CROSSING, 25 FEET WEST OF CENTER LINE OF HOME
 KZ1130'ROAD, 37 FEET SOUTH OF THE CENTER LINE OF A DRIVE LEADING WEST
 KZ1130'TO HOLIDAY HILL, 213 FEET NORTH OF THE NORTHWEST CORNER OF A
 KZ1130'NARROW CONCRETE BRIDGE WITH STEEL BANISTERS, 1 1/2 FEET EAST OF A
 KZ1130'RAIL FENCE, 22 FEET SOUTH OF THE NORTH END OF RAIL FENCE, 4 1/2
 KZ1130'FEET NORTHWEST OF POWER LINE POLE 88 EC 86, ACROSS THE TRACK AND
 KZ1130'ROAD FROM MILEAGE POLE 56+23 AND 56+24, ABOUT LEVEL WITH THE
 KZ1130'ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ1130
 KZ1130                          STATION RECOVERY (1984)
 KZ1130
 KZ1130'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KZ1130'DRIVE TO FOX HILL FARMS--NOT--(HOLIDAY HILL)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0731 ***********************************************************************
 KZ0731  DESIGNATION -  D 27
 KZ0731  PID         -  KZ0731
 KZ0731  STATE/COUNTY-  OH/LICKING
 KZ0731  USGS QUAD   -  NEWARK (1982)
 KZ0731
 KZ0731                         *CURRENT SURVEY CONTROL
 KZ0731  ___________________________________________________________________
 KZ0731* NAD 83(1986)-  40 02 50.     (N)    082 24 47.     (W)     SCALED    
 KZ0731* NAVD 88     -       249.537  (meters)     818.69   (feet)  ADJUSTED  
 KZ0731  ___________________________________________________________________
 KZ0731  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ0731  DYNAMIC HT  -         249.398 (meters)     818.23  (feet)  COMP
 KZ0731  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 KZ0731
 KZ0731  VERT ORDER  -  SECOND    CLASS 0
 KZ0731
 KZ0731.The horizontal coordinates were scaled from a topographic map and have
 KZ0731.an estimated accuracy of +/- 6 seconds.
 KZ0731
 KZ0731.The orthometric height was determined by differential leveling
 KZ0731.and adjusted by the National Geodetic Survey in June 1991..
 KZ0731
 KZ0731.The geoid height was determined by GEOID03.
 KZ0731
 KZ0731.The dynamic height is computed by dividing the NAVD 88
 KZ0731.geopotential number by the normal gravity value computed on the
 KZ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0731.degrees latitude (g = 980.6199 gals.).
 KZ0731
 KZ0731.The modeled gravity was interpolated from observed gravity values.
 KZ0731
 KZ0731;                    North         East    Units  Estimated Accuracy
 KZ0731;SPC OH S     -   227,280.      607,420.      MT  (+/- 180 meters Scaled)
 KZ0731
 KZ0731                          SUPERSEDED SURVEY CONTROL
 KZ0731
 KZ0731  NGVD 29 (??/??/92)  249.736  (m)          819.34   (f) ADJ UNCH    2 0
 KZ0731
 KZ0731.Superseded values are not recommended for survey control.
 KZ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0731.See file dsdata.txt to determine how the superseded data were derived.
 KZ0731
 KZ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE794339(NAD 83)
 KZ0731_MARKER: DB = BENCH MARK DISK
 KZ0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0731_STAMPING: D 27 1934
 KZ0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0731+STABILITY: SURFACE MOTION
 KZ0731
 KZ0731  HISTORY     - Date     Condition        Report By
 KZ0731  HISTORY     - 1934     MONUMENTED       CGS
 KZ0731  HISTORY     - 1961     MARK NOT FOUND   USGS
 KZ0731
 KZ0731                          STATION DESCRIPTION
 KZ0731
 KZ0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ0731'AT NEWARK.
 KZ0731'AT NEWARK, LICKING COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 KZ0731'30 RAILS NORTHEAST OF MILEPOST N 1 AND S 43, 1.0 MILE SOUTHWEST
 KZ0731'OF THE CENTER OF TOWN, 0.2 MILE SOUTHWEST OF A BRIDGE OVER THE
 KZ0731'LICKING RIVER, 130 YARDS NORTHEAST OF A PACKING HOUSE, 72 FEET
 KZ0731'NORTHWEST OF POLE 0+25, 39 FEET NORTHWEST OF THE NORTHWEST
 KZ0731'RAIL, 25 FEET SOUTHEAST OF THE CENTERLINE OF DANIELS STREET,
 KZ0731'11 FEET WEST OF A POLE, AND 5 FEET LOWER THAN THE TRACK.  A
 KZ0731'STANDARD DISK, STAMPED D 27 1934 AND SET IN THE TOP OF A CONCRETE
 KZ0731'POST PROJECTING ONE FOOT ABOVE GROUND.
 KZ0731
 KZ0731                          STATION RECOVERY (1961)
 KZ0731
 KZ0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KZ0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1088 ***********************************************************************
 KZ1088  DESIGNATION -  D 271
 KZ1088  PID         -  KZ1088
 KZ1088  STATE/COUNTY-  OH/MORROW
 KZ1088  USGS QUAD   -  GALION (1973)
 KZ1088
 KZ1088                         *CURRENT SURVEY CONTROL
 KZ1088  ___________________________________________________________________
 KZ1088* NAD 83(1986)-  40 40 03.     (N)    082 49 16.     (W)     SCALED    
 KZ1088* NAVD 88     -       354.285  (meters)    1162.35   (feet)  ADJUSTED  
 KZ1088  ___________________________________________________________________
 KZ1088  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KZ1088  DYNAMIC HT  -         354.108 (meters)    1161.77  (feet)  COMP
 KZ1088  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 KZ1088
 KZ1088  VERT ORDER  -  FIRST     CLASS I
 KZ1088
 KZ1088.The horizontal coordinates were scaled from a topographic map and have
 KZ1088.an estimated accuracy of +/- 6 seconds.
 KZ1088
 KZ1088.The orthometric height was determined by differential leveling
 KZ1088.and adjusted by the National Geodetic Survey in June 1991..
 KZ1088
 KZ1088.The geoid height was determined by GEOID03.
 KZ1088
 KZ1088.The dynamic height is computed by dividing the NAVD 88
 KZ1088.geopotential number by the normal gravity value computed on the
 KZ1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1088.degrees latitude (g = 980.6199 gals.).
 KZ1088
 KZ1088.The modeled gravity was interpolated from observed gravity values.
 KZ1088
 KZ1088;                    North         East    Units  Estimated Accuracy
 KZ1088;SPC OH N     -   111,190.      572,850.      MT  (+/- 180 meters Scaled)
 KZ1088
 KZ1088                          SUPERSEDED SURVEY CONTROL
 KZ1088
 KZ1088  NGVD 29 (??/??/92)  354.422  (m)         1162.80   (f) ADJ UNCH    1 1
 KZ1088
 KZ1088.Superseded values are not recommended for survey control.
 KZ1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1088.See file dsdata.txt to determine how the superseded data were derived.
 KZ1088
 KZ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF460034(NAD 83)
 KZ1088_MARKER: DB = BENCH MARK DISK
 KZ1088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1088_SP_SET: CATCH BASIN
 KZ1088_STAMPING: D 271 1959
 KZ1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1088
 KZ1088  HISTORY     - Date     Condition        Report By
 KZ1088  HISTORY     - 1959     MONUMENTED       CGS
 KZ1088  HISTORY     - 1967     GOOD             NGS
 KZ1088
 KZ1088                          STATION DESCRIPTION
 KZ1088
 KZ1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1088'5.1 MI SW FROM GALION.
 KZ1088'ABOUT 5.1 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1088'FROM THE STATION AT GALION, ABOUT 4 RAILS SOUTHWEST OF MILEPOST
 KZ1088'85, 69 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF STATE
 KZ1088'HIGHWAY 61, SET ON THE TOP OF THE WEST CORNER OF A 4-FOOT
 KZ1088'SQUARE-10 FOOT DEEP CATCH BASIN, 32 1/2 FEET EAST OF THE
 KZ1088'CENTER LINE OF THE HIGHWAY, 25.3 FEET NORTHWEST OF THE
 KZ1088'NORTHWEST RAIL AND 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1303 ***********************************************************************
 KZ1303  DESIGNATION -  D 272
 KZ1303  PID         -  KZ1303
 KZ1303  STATE/COUNTY-  OH/RICHLAND
 KZ1303  USGS QUAD   -  BELLVILLE (1974)
 KZ1303
 KZ1303                         *CURRENT SURVEY CONTROL
 KZ1303  ___________________________________________________________________
 KZ1303* NAD 83(1986)-  40 36 05.     (N)    082 35 07.     (W)     SCALED    
 KZ1303* NAVD 88     -       374.893  (meters)    1229.96   (feet)  ADJUSTED  
 KZ1303  ___________________________________________________________________
 KZ1303  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KZ1303  DYNAMIC HT  -         374.703 (meters)    1229.34  (feet)  COMP
 KZ1303  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 KZ1303
 KZ1303  VERT ORDER  -  SECOND    CLASS 0
 KZ1303
 KZ1303.The horizontal coordinates were scaled from a topographic map and have
 KZ1303.an estimated accuracy of +/- 6 seconds.
 KZ1303
 KZ1303.The orthometric height was determined by differential leveling
 KZ1303.and adjusted by the National Geodetic Survey in June 1991..
 KZ1303
 KZ1303.The geoid height was determined by GEOID03.
 KZ1303
 KZ1303.The dynamic height is computed by dividing the NAVD 88
 KZ1303.geopotential number by the normal gravity value computed on the
 KZ1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1303.degrees latitude (g = 980.6199 gals.).
 KZ1303
 KZ1303.The modeled gravity was interpolated from observed gravity values.
 KZ1303
 KZ1303;                    North         East    Units  Estimated Accuracy
 KZ1303;SPC OH N     -   103,800.      592,780.      MT  (+/- 180 meters Scaled)
 KZ1303
 KZ1303                          SUPERSEDED SURVEY CONTROL
 KZ1303
 KZ1303  NGVD 29 (??/??/92)  375.042  (m)         1230.45   (f) ADJ UNCH    2 0
 KZ1303
 KZ1303.Superseded values are not recommended for survey control.
 KZ1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1303.See file dsdata.txt to determine how the superseded data were derived.
 KZ1303
 KZ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE658957(NAD 83)
 KZ1303_MARKER: DB = BENCH MARK DISK
 KZ1303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1303_SP_SET: OVERPASS
 KZ1303_STAMPING: D 272 1959
 KZ1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1303
 KZ1303  HISTORY     - Date     Condition        Report By
 KZ1303  HISTORY     - 1959     MONUMENTED       CGS
 KZ1303
 KZ1303                          STATION DESCRIPTION
 KZ1303
 KZ1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1303'9 MI NW FROM FREDERICKTOWN.
 KZ1303'ABOUT 2.85 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST
 KZ1303'OFFICE AT FREDERICKTOWN, THENCE ABOUT 6.1 MILES NORTHWEST ALONG
 KZ1303'STATE HIGHWAY 546, 1.2 MILES SOUTH OF THE HIGHWAY BRIDGE OVER
 KZ1303'CEDAR FORK, AT THE OVERPASS OF INTERSTATE HIGHWAY 72 OVER
 KZ1303'HIGHWAY 546, 23 1/2 FEET WEST OF THE CENTER LINE OF HIGHWAY 546,
 KZ1303'SET VERTICALLY IN THE EAST FACE OF THE WEST PIER OF THE NORTHEAST
 KZ1303'BOUND LANE OF OVERPASS OVER THE HIGHWAY, AND 3 1/2 FEET ABOVE THE
 KZ1303'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0825 ***********************************************************************
 KZ0825  DESIGNATION -  D 273
 KZ0825  PID         -  KZ0825
 KZ0825  STATE/COUNTY-  OH/DELAWARE
 KZ0825  USGS QUAD   -  SUNBURY (1981)
 KZ0825
 KZ0825                         *CURRENT SURVEY CONTROL
 KZ0825  ___________________________________________________________________
 KZ0825* NAD 83(1986)-  40 14 39.     (N)    082 51 46.     (W)     SCALED    
 KZ0825* NAVD 88     -       287.751  (meters)     944.06   (feet)  ADJUSTED  
 KZ0825  ___________________________________________________________________
 KZ0825  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0825  DYNAMIC HT  -         287.596 (meters)     943.55  (feet)  COMP
 KZ0825  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 KZ0825
 KZ0825  VERT ORDER  -  SECOND    CLASS 0
 KZ0825
 KZ0825.The horizontal coordinates were scaled from a topographic map and have
 KZ0825.an estimated accuracy of +/- 6 seconds.
 KZ0825
 KZ0825.The orthometric height was determined by differential leveling
 KZ0825.and adjusted by the National Geodetic Survey in June 1991..
 KZ0825
 KZ0825.The geoid height was determined by GEOID03.
 KZ0825
 KZ0825.The dynamic height is computed by dividing the NAVD 88
 KZ0825.geopotential number by the normal gravity value computed on the
 KZ0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0825.degrees latitude (g = 980.6199 gals.).
 KZ0825
 KZ0825.The modeled gravity was interpolated from observed gravity values.
 KZ0825
 KZ0825;                    North         East    Units  Estimated Accuracy
 KZ0825;SPC OH N     -    64,200.      569,130.      MT  (+/- 180 meters Scaled)
 KZ0825
 KZ0825                          SUPERSEDED SURVEY CONTROL
 KZ0825
 KZ0825  NGVD 29 (??/??/92)  287.901  (m)          944.56   (f) ADJ UNCH    2 0
 KZ0825
 KZ0825.Superseded values are not recommended for survey control.
 KZ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0825.See file dsdata.txt to determine how the superseded data were derived.
 KZ0825
 KZ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE415565(NAD 83)
 KZ0825_MARKER: DB = BENCH MARK DISK
 KZ0825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0825_SP_SET: ABUTMENT
 KZ0825_STAMPING: D 273 1959
 KZ0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0825
 KZ0825  HISTORY     - Date     Condition        Report By
 KZ0825  HISTORY     - 1959     MONUMENTED       CGS
 KZ0825
 KZ0825                          STATION DESCRIPTION
 KZ0825
 KZ0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0825'AT SUNBURY.
 KZ0825'AT SUNBURY, ABOUT 0.15 MILE NORTHWEST ALONG CHERRY STREET AND
 KZ0825'U.S. HIGHWAY 36 FROM THE NORTHWEST CORNER OF PUBLIC SQUARE,
 KZ0825'0.15 MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 3, 22 1/2
 KZ0825'FEET NORTHEAST OF THE CENTER LINE OF CHERRY STREET, IN TOP OF THE
 KZ0825'NORTHEAST END OF THE NORTHWEST ABUTMENT OF A 55-FOOT CONCRETE
 KZ0825'BRIDGE OVER A CREEK BRANCH, 3 1/2 FEET NORTHEAST OF THE GUARD-RAIL,
 KZ0825'AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0850 ***********************************************************************
 KZ0850  DESIGNATION -  D 274
 KZ0850  PID         -  KZ0850
 KZ0850  STATE/COUNTY-  OH/DELAWARE
 KZ0850  USGS QUAD   -  ASHLEY (1995)
 KZ0850
 KZ0850                         *CURRENT SURVEY CONTROL
 KZ0850  ___________________________________________________________________
 KZ0850* NAD 83(1986)-  40 24 21.     (N)    082 57 26.     (W)     SCALED    
 KZ0850* NAVD 88     -       300.185  (meters)     984.86   (feet)  ADJUSTED  
 KZ0850  ___________________________________________________________________
 KZ0850  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KZ0850  DYNAMIC HT  -         300.030 (meters)     984.35  (feet)  COMP
 KZ0850  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 KZ0850
 KZ0850  VERT ORDER  -  FIRST     CLASS I
 KZ0850
 KZ0850.The horizontal coordinates were scaled from a topographic map and have
 KZ0850.an estimated accuracy of +/- 6 seconds.
 KZ0850
 KZ0850.The orthometric height was determined by differential leveling
 KZ0850.and adjusted by the National Geodetic Survey in June 1991..
 KZ0850
 KZ0850.The geoid height was determined by GEOID03.
 KZ0850
 KZ0850.The dynamic height is computed by dividing the NAVD 88
 KZ0850.geopotential number by the normal gravity value computed on the
 KZ0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0850.degrees latitude (g = 980.6199 gals.).
 KZ0850
 KZ0850.The modeled gravity was interpolated from observed gravity values.
 KZ0850
 KZ0850;                    North         East    Units  Estimated Accuracy
 KZ0850;SPC OH N     -    82,180.      561,190.      MT  (+/- 180 meters Scaled)
 KZ0850
 KZ0850                          SUPERSEDED SURVEY CONTROL
 KZ0850
 KZ0850  NGVD 29 (??/??/92)  300.348  (m)          985.39   (f) ADJ UNCH    1 1
 KZ0850
 KZ0850.Superseded values are not recommended for survey control.
 KZ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0850.See file dsdata.txt to determine how the superseded data were derived.
 KZ0850
 KZ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE339746(NAD 83)
 KZ0850_MARKER: DB = BENCH MARK DISK
 KZ0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0850_STAMPING: D 274 1959
 KZ0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0850+STABILITY: SURFACE MOTION
 KZ0850
 KZ0850  HISTORY     - Date     Condition        Report By
 KZ0850  HISTORY     - 1959     MONUMENTED       CGS
 KZ0850  HISTORY     - 1967     GOOD             NGS
 KZ0850
 KZ0850                          STATION DESCRIPTION
 KZ0850
 KZ0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ0850'AT ASHELY.
 KZ0850'AT ASHLEY, ABOUT 0.25 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL
 KZ0850'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 229, ABOUT 0.35 MILE
 KZ0850'NORTHEAST OF MILEPOST 105, 84 FEET EAST OF THE CENTER OF A STREET
 KZ0850'CROSSING, 71 FEET NORTHEAST OF THE CENTER LINE OF THE STREET,
 KZ0850'35.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 22 FEET
 KZ0850'NORTH OF THE WEST CORNER OF A SMALL STOCKYARD, 1.2 FEET SOUTHWEST
 KZ0850'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND
 KZ0850'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 KZ0850'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0951 ***********************************************************************
 KZ0951  DESIGNATION -  D 275
 KZ0951  PID         -  KZ0951
 KZ0951  STATE/COUNTY-  OH/MORROW
 KZ0951  USGS QUAD   -  MARENGO (1961)
 KZ0951
 KZ0951                         *CURRENT SURVEY CONTROL
 KZ0951  ___________________________________________________________________
 KZ0951* NAD 83(1986)-  40 24 02.     (N)    082 49 40.     (W)     SCALED    
 KZ0951* NAVD 88     -       330.565  (meters)    1084.53   (feet)  ADJUSTED  
 KZ0951  ___________________________________________________________________
 KZ0951  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ0951  DYNAMIC HT  -         330.392 (meters)    1083.96  (feet)  COMP
 KZ0951  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 KZ0951
 KZ0951  VERT ORDER  -  SECOND    CLASS 0
 KZ0951
 KZ0951.The horizontal coordinates were scaled from a topographic map and have
 KZ0951.an estimated accuracy of +/- 6 seconds.
 KZ0951
 KZ0951.The orthometric height was determined by differential leveling
 KZ0951.and adjusted by the National Geodetic Survey in June 1991..
 KZ0951
 KZ0951.The geoid height was determined by GEOID03.
 KZ0951
 KZ0951.The dynamic height is computed by dividing the NAVD 88
 KZ0951.geopotential number by the normal gravity value computed on the
 KZ0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0951.degrees latitude (g = 980.6199 gals.).
 KZ0951
 KZ0951.The modeled gravity was interpolated from observed gravity values.
 KZ0951
 KZ0951;                    North         East    Units  Estimated Accuracy
 KZ0951;SPC OH N     -    81,550.      572,170.      MT  (+/- 180 meters Scaled)
 KZ0951
 KZ0951                          SUPERSEDED SURVEY CONTROL
 KZ0951
 KZ0951  NGVD 29 (??/??/92)  330.716  (m)         1085.02   (f) ADJ UNCH    2 0
 KZ0951
 KZ0951.Superseded values are not recommended for survey control.
 KZ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0951.See file dsdata.txt to determine how the superseded data were derived.
 KZ0951
 KZ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE448738(NAD 83)
 KZ0951_MARKER: DB = BENCH MARK DISK
 KZ0951_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ0951_SP_SET: 23.2 FEET
 KZ0951_STAMPING: D 275 1959
 KZ0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0951
 KZ0951  HISTORY     - Date     Condition        Report By
 KZ0951  HISTORY     - 1959     MONUMENTED       CGS
 KZ0951  HISTORY     - 1960     POOR             USGS
 KZ0951  HISTORY     - 1990     POOR             USPSQD
 KZ0951
 KZ0951                          STATION DESCRIPTION
 KZ0951
 KZ0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0951'4.4 MI S FROM FULTON.
 KZ0951'ABOUT 4.45 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE INTERSECTION
 KZ0951'OF ROAD 25 AT FULTON, ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY
 KZ0951'61 FROM THE INTERSECTION OF ROAD 15 AT FARGO, AT THE INTERSECTION
 KZ0951'OF STATE HIGHWAY 229, 113 FEET WEST OF THE CENTER LINE OF HIGHWAY
 KZ0951'61, 34 1/2 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 229, 118 1/2
 KZ0951'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 2 FEET NORTHEAST
 KZ0951'OF THE SECOND TELEPHONE POLE WEST OF THE INTERSECTION, 2 FEET
 KZ0951'NORTHEAST OF THE SECOND TELEPHONE POLE WEST OF THE INTERSECTION,
 KZ0951'2 FEET NORTH OF AN EAST-WEST FENCE LINE, 1 1/2 FEET WEST OF A
 KZ0951'STEEL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF HIGHWAY
 KZ0951'229, AND IS A DISK ON COPPER-COATED STEEL ROD PROJECTING 1 INCH AND
 KZ0951'PROTECTED BY A 6-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD
 KZ0951'WAS DRIVEN TO REFUSAL AT A DEPTH OF 23.2 FEET.  NOTE-- THIS
 KZ0951'MARK CAN BE REACHED BY GOING ABOUT 0.8 MILE WEST ALONG STATE
 KZ0951'HIGHWAY 229 FROM THE POST OFFICE AT MARENGO.
 KZ0951
 KZ0951                          STATION RECOVERY (1960)
 KZ0951
 KZ0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KZ0951'MARK RECOVERED IN POOR CONDITION.
 KZ0951
 KZ0951                          STATION RECOVERY (1990)
 KZ0951
 KZ0951'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ0951'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1753 ***********************************************************************
 KY1753  DESIGNATION -  D 276
 KY1753  PID         -  KY1753
 KY1753  STATE/COUNTY-  OH/HOLMES
 KY1753  USGS QUAD   -  BERLIN (1994)
 KY1753
 KY1753                         *CURRENT SURVEY CONTROL
 KY1753  ___________________________________________________________________
 KY1753* NAD 83(1986)-  40 33 10.     (N)    081 50 09.     (W)     SCALED    
 KY1753* NAVD 88     -       333.810  (meters)    1095.17   (feet)  ADJUSTED  
 KY1753  ___________________________________________________________________
 KY1753  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1753  DYNAMIC HT  -         333.649 (meters)    1094.65  (feet)  COMP
 KY1753  MODELED GRAV-     980,134.5   (mgal)                       NAVD 88
 KY1753
 KY1753  VERT ORDER  -  SECOND    CLASS 0
 KY1753
 KY1753.The horizontal coordinates were scaled from a topographic map and have
 KY1753.an estimated accuracy of +/- 6 seconds.
 KY1753
 KY1753.The orthometric height was determined by differential leveling
 KY1753.and adjusted by the National Geodetic Survey in June 1991..
 KY1753
 KY1753.The geoid height was determined by GEOID03.
 KY1753
 KY1753.The dynamic height is computed by dividing the NAVD 88
 KY1753.geopotential number by the normal gravity value computed on the
 KY1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1753.degrees latitude (g = 980.6199 gals.).
 KY1753
 KY1753.The modeled gravity was interpolated from observed gravity values.
 KY1753
 KY1753;                    North         East    Units  Estimated Accuracy
 KY1753;SPC OH N     -    98,610.      656,250.      MT  (+/- 180 meters Scaled)
 KY1753
 KY1753                          SUPERSEDED SURVEY CONTROL
 KY1753
 KY1753  NGVD 29 (??/??/92)  334.018  (m)         1095.86   (f) ADJ UNCH    2 0
 KY1753
 KY1753.Superseded values are not recommended for survey control.
 KY1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1753.See file dsdata.txt to determine how the superseded data were derived.
 KY1753
 KY1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME292894(NAD 83)
 KY1753_MARKER: DB = BENCH MARK DISK
 KY1753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1753_SP_SET: CATCH BASIN
 KY1753_STAMPING: D 276 1959
 KY1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1753
 KY1753  HISTORY     - Date     Condition        Report By
 KY1753  HISTORY     - 1959     MONUMENTED       CGS
 KY1753
 KY1753                          STATION DESCRIPTION
 KY1753
 KY1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1753'2.1 MI W FROM BERLIN.
 KY1753'ABOUT 2.1 MILES WEST ALONG THE U.S. HIGHWAY 62 FROM THE BAPTIST
 KY1753'CHURCH AT BERLIN, 0.6 MILE WEST OF THE JUNCTION OF STATE HIGHWAY
 KY1753'557, AT THE JUNCTION OF A DRIVE LEADING SOUTH TO THE SHARP
 KY1753'RUN DAIRY SWISS CHEESE PLANT, 38 FEET SOUTH OF THE CENTER LINE
 KY1753'OF THE HIGHWAY, ABOUT 65 YARDS WEST OF THE CENTER LINE OF
 KY1753'MARTINS CREEK, 24 FEET WEST OF THE WEST CURB LINE OF THE DRIVE,
 KY1753'IN TOP OF THE SOUTHWEST CORNER OF A 5- BY 5-FOOT CONCRETE
 KY1753'CATCH BASIN, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2002 ***********************************************************************
 KY2002  DESIGNATION -  D 277
 KY2002  PID         -  KY2002
 KY2002  STATE/COUNTY-  OH/HOLMES
 KY2002  USGS QUAD   -  BERLIN (1994)
 KY2002
 KY2002                         *CURRENT SURVEY CONTROL
 KY2002  ___________________________________________________________________
 KY2002* NAD 83(1986)-  40 34 12.     (N)    081 49 14.     (W)     SCALED    
 KY2002* NAVD 88     -       331.658  (meters)    1088.11   (feet)  ADJUSTED  
 KY2002  ___________________________________________________________________
 KY2002  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KY2002  DYNAMIC HT  -         331.498 (meters)    1087.59  (feet)  COMP
 KY2002  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 KY2002
 KY2002  VERT ORDER  -  SECOND    CLASS 0
 KY2002
 KY2002.The horizontal coordinates were scaled from a topographic map and have
 KY2002.an estimated accuracy of +/- 6 seconds.
 KY2002
 KY2002.The orthometric height was determined by differential leveling
 KY2002.and adjusted by the National Geodetic Survey in June 1991..
 KY2002
 KY2002.The geoid height was determined by GEOID03.
 KY2002
 KY2002.The dynamic height is computed by dividing the NAVD 88
 KY2002.geopotential number by the normal gravity value computed on the
 KY2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2002.degrees latitude (g = 980.6199 gals.).
 KY2002
 KY2002.The modeled gravity was interpolated from observed gravity values.
 KY2002
 KY2002;                    North         East    Units  Estimated Accuracy
 KY2002;SPC OH N     -   100,540.      657,530.      MT  (+/- 180 meters Scaled)
 KY2002
 KY2002                          SUPERSEDED SURVEY CONTROL
 KY2002
 KY2002  NGVD 29 (??/??/92)  331.865  (m)         1088.79   (f) ADJ UNCH    2 0
 KY2002
 KY2002.Superseded values are not recommended for survey control.
 KY2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2002.See file dsdata.txt to determine how the superseded data were derived.
 KY2002
 KY2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME305913(NAD 83)
 KY2002_MARKER: DB = BENCH MARK DISK
 KY2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2002_STAMPING: D 277 1959
 KY2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2002+STABILITY: SURFACE MOTION
 KY2002
 KY2002  HISTORY     - Date     Condition        Report By
 KY2002  HISTORY     - 1959     MONUMENTED       CGS
 KY2002  HISTORY     - 1971     GOOD             OHDT
 KY2002
 KY2002                          STATION DESCRIPTION
 KY2002
 KY2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY2002'2.6 MI W FROM BERLIN.
 KY2002'ABOUT 1.35 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE BAPTIST
 KY2002'CHURCH AT BERLIN, THENCE ABOUT 0.9 MILE NORTH ALONG COUNTY ROAD
 KY2002'201, 0.25 MILE SOUTH OF A ROAD INTERSECTION, 0.2 MILE NORTH OF
 KY2002'THE JUNCTION OF COUNTY ROAD 207, ABOUT 81 YARDS NORTH OF THE EAST
 KY2002'END OF A 24-INCH PIPE CULVERT IN A SMALL VALLEY, 21 1/2 FEET EAST
 KY2002'OF THE CENTER LINE OF THE ROAD, 32 1/2 FEET NORTH OF THE FIRST
 KY2002'POWER LINE POLE NORTH OF THE CULVERT, 3 FEET NORTH OF A FENCE
 KY2002'CORNER, 2 FEET WEST OF THE LINE OF POWER POLES, 2 FEET SOUTH OF
 KY2002'A STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 KY2002'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KY2002
 KY2002                          STATION RECOVERY (1971)
 KY2002
 KY2002'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY2002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1957 ***********************************************************************
 KY1957  DESIGNATION -  D 278
 KY1957  PID         -  KY1957
 KY1957  STATE/COUNTY-  OH/WAYNE
 KY1957  USGS QUAD   -  WILMOT (1994)
 KY1957
 KY1957                         *CURRENT SURVEY CONTROL
 KY1957  ___________________________________________________________________
 KY1957* NAD 83(1986)-  40 41 45.     (N)    081 42 24.     (W)     SCALED    
 KY1957* NAVD 88     -       353.793  (meters)    1160.74   (feet)  ADJUSTED  
 KY1957  ___________________________________________________________________
 KY1957  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KY1957  DYNAMIC HT  -         353.626 (meters)    1160.19  (feet)  COMP
 KY1957  MODELED GRAV-     980,144.2   (mgal)                       NAVD 88
 KY1957
 KY1957  VERT ORDER  -  SECOND    CLASS 0
 KY1957
 KY1957.The horizontal coordinates were scaled from a topographic map and have
 KY1957.an estimated accuracy of +/- 6 seconds.
 KY1957
 KY1957.The orthometric height was determined by differential leveling
 KY1957.and adjusted by the National Geodetic Survey in June 1991..
 KY1957
 KY1957.The geoid height was determined by GEOID03.
 KY1957
 KY1957.The dynamic height is computed by dividing the NAVD 88
 KY1957.geopotential number by the normal gravity value computed on the
 KY1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1957.degrees latitude (g = 980.6199 gals.).
 KY1957
 KY1957.The modeled gravity was interpolated from observed gravity values.
 KY1957
 KY1957;                    North         East    Units  Estimated Accuracy
 KY1957;SPC OH N     -   114,590.      667,050.      MT  (+/- 180 meters Scaled)
 KY1957
 KY1957                          SUPERSEDED SURVEY CONTROL
 KY1957
 KY1957  NGVD 29 (??/??/92)  354.005  (m)         1161.43   (f) ADJ UNCH    2 0
 KY1957
 KY1957.Superseded values are not recommended for survey control.
 KY1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1957.See file dsdata.txt to determine how the superseded data were derived.
 KY1957
 KY1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF402052(NAD 83)
 KY1957_MARKER: DD = SURVEY DISK
 KY1957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1957_SP_SET: CULVERT
 KY1957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1957
 KY1957  HISTORY     - Date     Condition        Report By
 KY1957  HISTORY     - 1959     MONUMENTED       OHDT
 KY1957  HISTORY     - 1971     GOOD             NGS
 KY1957
 KY1957                          STATION DESCRIPTION
 KY1957
 KY1957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KY1957'0.3 MI NW FROM MT EATON.
 KY1957'ABOUT 0.3 MILES N.W. ALONG USR 250 FROM POST OFFICE AT MT EATON,
 KY1957'ABOUT 55 YARDS S.E. OF JUNCTION OF CR 2 ALONG SR 250 AND ABOUT
 KY1957'30 FT N.W. OF MT. EATON CORP. SIGN, IN THE TOP OF THE N.W. END
 KY1957'OF S.W. HEAD WALL OF A 6 FT CONC BOX CULVERT, 35 FT S.W. OF CENTERLINE
 KY1957'OF HIGHWAY, 1 FT S.E. OF N.W. END OF HEADWALL AND ABOUT 15 FT BELOW
 KY1957'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1975 ***********************************************************************
 KY1975  DESIGNATION -  D 279
 KY1975  PID         -  KY1975
 KY1975  STATE/COUNTY-  OH/WAYNE
 KY1975  USGS QUAD   -  WILMOT (1994)
 KY1975
 KY1975                         *CURRENT SURVEY CONTROL
 KY1975  ___________________________________________________________________
 KY1975* NAD 83(1986)-  40 44 36.     (N)    081 41 40.     (W)     SCALED    
 KY1975* NAVD 88     -       363.521  (meters)    1192.65   (feet)  ADJUSTED  
 KY1975  ___________________________________________________________________
 KY1975  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KY1975  DYNAMIC HT  -         363.354 (meters)    1192.10  (feet)  COMP
 KY1975  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 KY1975
 KY1975  VERT ORDER  -  SECOND    CLASS 0
 KY1975
 KY1975.The horizontal coordinates were scaled from a topographic map and have
 KY1975.an estimated accuracy of +/- 6 seconds.
 KY1975
 KY1975.The orthometric height was determined by differential leveling
 KY1975.and adjusted by the National Geodetic Survey in June 1991..
 KY1975
 KY1975.The geoid height was determined by GEOID03.
 KY1975
 KY1975.The dynamic height is computed by dividing the NAVD 88
 KY1975.geopotential number by the normal gravity value computed on the
 KY1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1975.degrees latitude (g = 980.6199 gals.).
 KY1975
 KY1975.The modeled gravity was interpolated from observed gravity values.
 KY1975
 KY1975;                    North         East    Units  Estimated Accuracy
 KY1975;SPC OH N     -   119,870.      668,030.      MT  (+/- 180 meters Scaled)
 KY1975
 KY1975                          SUPERSEDED SURVEY CONTROL
 KY1975
 KY1975  NGVD 29 (??/??/92)  363.736  (m)         1193.36   (f) ADJ UNCH    2 0
 KY1975
 KY1975.Superseded values are not recommended for survey control.
 KY1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1975.See file dsdata.txt to determine how the superseded data were derived.
 KY1975
 KY1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF413104(NAD 83)
 KY1975_MARKER: DB = BENCH MARK DISK
 KY1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1975_STAMPING: D 279 1959
 KY1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1975+STABILITY: SURFACE MOTION
 KY1975
 KY1975  HISTORY     - Date     Condition        Report By
 KY1975  HISTORY     - 1959     MONUMENTED       CGS
 KY1975  HISTORY     - 1971     GOOD             OHDT
 KY1975  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KY1975
 KY1975                          STATION DESCRIPTION
 KY1975
 KY1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1975'3.4 MI N FROM MOUNT EATON.
 KY1975'ABOUT 3.4 MILES NORTH ALONG STATE HIGHWAY 548 FROM THE CHURCH
 KY1975'OF CHRIST AT MOUNT EATON, ABOUT 3.65 MILES SOUTH ALONG STATE
 KY1975'HIGHWAY 548 FROM THE JUNCTION OF U.S. HIGHWAY 30 AT DALTON,
 KY1975'ABOUT 0.7 MILE NORTH OF INTERSECTION OF COUNTY ROAD NO. 80, AT
 KY1975'THE JUNCTION OF A CATTLE LANE EAST AT SPRING HILL FARM, 20 FEET
 KY1975'SOUTHEAST OF CENTER LINE OF HIGHWAY, 25 FEET SOUTH OF CENTER OF
 KY1975'JUNCTION OF LANE, 103 FEET SOUTH AND ACROSS HIGHWAY FROM SOUTH
 KY1975'CORNER OF A LARGE WHITE BARN, 42 FEET SOUTHEAST AND ACROSS
 KY1975'HIGHWAY FROM THE SOUTHEAST ONE OF A ROW OF THREE 24-INCH BUCKEYE
 KY1975'TREES, 1 1/2 FEET NORTHEAST OF A FENCE LINE, 4 FEET SOUTHWEST
 KY1975'OF A FENCE CORNER, 2 FEET NORTHEAST OF A STEEL WITNESS POST,
 KY1975'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 KY1975'CONCRETE POST PROJECTING 3 INCHES.
 KY1975
 KY1975                          STATION RECOVERY (1971)
 KY1975
 KY1975'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1975'RECOVERED IN GOOD CONDITION.
 KY1975
 KY1975                          STATION RECOVERY (1987)
 KY1975
 KY1975'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1937 ***********************************************************************
 KY1937  DESIGNATION -  D 280
 KY1937  PID         -  KY1937
 KY1937  STATE/COUNTY-  OH/WAYNE
 KY1937  USGS QUAD   -  DALTON (1994)
 KY1937
 KY1937                         *CURRENT SURVEY CONTROL
 KY1937  ___________________________________________________________________
 KY1937* NAD 83(1986)-  40 47 52.     (N)    081 44 38.     (W)     SCALED    
 KY1937* NAVD 88     -       318.480  (meters)    1044.88   (feet)  ADJUSTED  
 KY1937  ___________________________________________________________________
 KY1937  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KY1937  DYNAMIC HT  -         318.335 (meters)    1044.40  (feet)  COMP
 KY1937  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 KY1937
 KY1937  VERT ORDER  -  SECOND    CLASS 0
 KY1937
 KY1937.The horizontal coordinates were scaled from a topographic map and have
 KY1937.an estimated accuracy of +/- 6 seconds.
 KY1937
 KY1937.The orthometric height was determined by differential leveling
 KY1937.and adjusted by the National Geodetic Survey in June 1991..
 KY1937
 KY1937.The geoid height was determined by GEOID03.
 KY1937
 KY1937.The dynamic height is computed by dividing the NAVD 88
 KY1937.geopotential number by the normal gravity value computed on the
 KY1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1937.degrees latitude (g = 980.6199 gals.).
 KY1937
 KY1937.The modeled gravity was interpolated from observed gravity values.
 KY1937
 KY1937;                    North         East    Units  Estimated Accuracy
 KY1937;SPC OH N     -   125,880.      663,810.      MT  (+/- 180 meters Scaled)
 KY1937
 KY1937                          SUPERSEDED SURVEY CONTROL
 KY1937
 KY1937  NGVD 29 (??/??/92)  318.701  (m)         1045.60   (f) ADJ UNCH    2 0
 KY1937
 KY1937.Superseded values are not recommended for survey control.
 KY1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1937.See file dsdata.txt to determine how the superseded data were derived.
 KY1937
 KY1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF372165(NAD 83)
 KY1937_MARKER: DB = BENCH MARK DISK
 KY1937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1937_SP_SET: ABUTMENT
 KY1937_STAMPING: D 280 1959
 KY1937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1937
 KY1937  HISTORY     - Date     Condition        Report By
 KY1937  HISTORY     - 1959     MONUMENTED       CGS
 KY1937  HISTORY     - 1987     GOOD             OHDT
 KY1937
 KY1937                          STATION DESCRIPTION
 KY1937
 KY1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1937'1.2 MI E FROM RICELAND.
 KY1937'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE EAST JUNCTION
 KY1937'OF STATE HIGHWAY 94 AT RICELAND, IN THE TOP OF THE NORTHWEST
 KY1937'END OF NORTHEAST ABUTMENT OF HIGHWAY OVERPASS OVER THE
 KY1937'WHEELING AND LAKE ERIE RAILROAD, 19 FEET NORTH OF CENTER LINE
 KY1937'OF NORTH LANE OF HIGHWAY, 2 1/2 FEET SOUTHEAST OF NORTHWEST
 KY1937'END OF ABUTMENT AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 KY1937
 KY1937                          STATION RECOVERY (1987)
 KY1937
 KY1937'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1846 ***********************************************************************
 KY1846  DESIGNATION -  D 281
 KY1846  PID         -  KY1846
 KY1846  STATE/COUNTY-  OH/WAYNE
 KY1846  USGS QUAD   -  ORRVILLE (1994)
 KY1846
 KY1846                         *CURRENT SURVEY CONTROL
 KY1846  ___________________________________________________________________
 KY1846* NAD 83(1986)-  40 49 19.     (N)    081 45 51.     (W)     SCALED    
 KY1846* NAVD 88     -       321.565  (meters)    1055.00   (feet)  ADJUSTED  
 KY1846  ___________________________________________________________________
 KY1846  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KY1846  DYNAMIC HT  -         321.420 (meters)    1054.53  (feet)  COMP
 KY1846  MODELED GRAV-     980,164.9   (mgal)                       NAVD 88
 KY1846
 KY1846  VERT ORDER  -  SECOND    CLASS 0
 KY1846
 KY1846.The horizontal coordinates were scaled from a topographic map and have
 KY1846.an estimated accuracy of +/- 6 seconds.
 KY1846
 KY1846.The orthometric height was determined by differential leveling
 KY1846.and adjusted by the National Geodetic Survey in June 1991..
 KY1846
 KY1846.The geoid height was determined by GEOID03.
 KY1846
 KY1846.The dynamic height is computed by dividing the NAVD 88
 KY1846.geopotential number by the normal gravity value computed on the
 KY1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1846.degrees latitude (g = 980.6199 gals.).
 KY1846
 KY1846.The modeled gravity was interpolated from observed gravity values.
 KY1846
 KY1846;                    North         East    Units  Estimated Accuracy
 KY1846;SPC OH N     -   128,550.      662,070.      MT  (+/- 180 meters Scaled)
 KY1846
 KY1846                          SUPERSEDED SURVEY CONTROL
 KY1846
 KY1846  NGVD 29 (??/??/92)  321.788  (m)         1055.73   (f) ADJ UNCH    2 0
 KY1846
 KY1846.Superseded values are not recommended for survey control.
 KY1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1846.See file dsdata.txt to determine how the superseded data were derived.
 KY1846
 KY1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF355192(NAD 83)
 KY1846_MARKER: DB = BENCH MARK DISK
 KY1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1846_STAMPING: D 281 1959
 KY1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1846+STABILITY: SURFACE MOTION
 KY1846
 KY1846  HISTORY     - Date     Condition        Report By
 KY1846  HISTORY     - 1959     MONUMENTED       CGS
 KY1846  HISTORY     - 1971     GOOD             OHDT
 KY1846  HISTORY     - 19870331 GOOD             OHDT
 KY1846
 KY1846                          STATION DESCRIPTION
 KY1846
 KY1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1846'1.3 MI S FROM ORRVILLE.
 KY1846'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 94 FROM THE CROSSING
 KY1846'OF THE PENNSYLVANIA RAILROAD AT ORRVILLE, AT THE CROSSING OF THE
 KY1846'WHEELING AND LAKE ERIE RAILROAD AND ALSO THE CROSSING OF COUNTY
 KY1846'ROAD NO. 7, 147 FEET EAST OF THE CENTER LINE OF THE CROSSING OF
 KY1846'THE HIGHWAY AND COUNTY ROAD AT THE NORTHEAST RAIL OF THE RAILROAD,
 KY1846'33 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 7, 12 1/2 FEET
 KY1846'NORTHWEST OF THE FIRST TELEPHONE POLE NORTH OF THE COUNTY ROAD,
 KY1846'1 1/2 FEET SOUTHWEST OF A FENCE LINE, 2 FEET SOUTHEAST OF A
 KY1846'STEEL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE CROSSING,
 KY1846'ABOUT LEVEL WITH THE COUNTY ROAD, AND SET IN TOP OF A CONCRETE
 KY1846'POST PROJECTING 3 INCHES.  ALSO ABOUT 1.5 MILES SOUTH ALONG
 KY1846'STATE HIGHWAY 94 FROM THE LIBRARY AT ORRVILLE.
 KY1846
 KY1846                          STATION RECOVERY (1971)
 KY1846
 KY1846'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1846'RECOVERED IN GOOD CONDITION.
 KY1846
 KY1846                          STATION RECOVERY (1987)
 KY1846
 KY1846'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0888 ***********************************************************************
 KZ0888  DESIGNATION -  D 282
 KZ0888  PID         -  KZ0888
 KZ0888  STATE/COUNTY-  OH/MORROW
 KZ0888  USGS QUAD   -  MARENGO (1961)
 KZ0888
 KZ0888                         *CURRENT SURVEY CONTROL
 KZ0888  ___________________________________________________________________
 KZ0888* NAD 83(1986)-  40 27 40.     (N)    082 47 01.     (W)     SCALED    
 KZ0888* NAVD 88     -       360.538  (meters)    1182.87   (feet)  ADJUSTED  
 KZ0888  ___________________________________________________________________
 KZ0888  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KZ0888  DYNAMIC HT  -         360.351 (meters)    1182.25  (feet)  COMP
 KZ0888  MODELED GRAV-     980,095.1   (mgal)                       NAVD 88
 KZ0888
 KZ0888  VERT ORDER  -  SECOND    CLASS 0
 KZ0888
 KZ0888.The horizontal coordinates were scaled from a topographic map and have
 KZ0888.an estimated accuracy of +/- 6 seconds.
 KZ0888
 KZ0888.The orthometric height was determined by differential leveling
 KZ0888.and adjusted by the National Geodetic Survey in June 1991..
 KZ0888
 KZ0888.The geoid height was determined by GEOID03.
 KZ0888
 KZ0888.The dynamic height is computed by dividing the NAVD 88
 KZ0888.geopotential number by the normal gravity value computed on the
 KZ0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0888.degrees latitude (g = 980.6199 gals.).
 KZ0888
 KZ0888.The modeled gravity was interpolated from observed gravity values.
 KZ0888
 KZ0888;                    North         East    Units  Estimated Accuracy
 KZ0888;SPC OH N     -    88,260.      575,950.      MT  (+/- 180 meters Scaled)
 KZ0888
 KZ0888                          SUPERSEDED SURVEY CONTROL
 KZ0888
 KZ0888  NGVD 29 (??/??/92)  360.690  (m)         1183.36   (f) ADJ UNCH    2 0
 KZ0888
 KZ0888.Superseded values are not recommended for survey control.
 KZ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0888.See file dsdata.txt to determine how the superseded data were derived.
 KZ0888
 KZ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE487804(NAD 83)
 KZ0888_MARKER: DB = BENCH MARK DISK
 KZ0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0888_STAMPING: D 282 1959
 KZ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0888+STABILITY: SURFACE MOTION
 KZ0888
 KZ0888  HISTORY     - Date     Condition        Report By
 KZ0888  HISTORY     - 1959     MONUMENTED       CGS
 KZ0888  HISTORY     - 20030728 MARK NOT FOUND   USPSQD
 KZ0888
 KZ0888                          STATION DESCRIPTION
 KZ0888
 KZ0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0888'2.2 MI E FROM FULTON.
 KZ0888'ABOUT 2.2 MILES EAST ALONG ROAD 25 FROM THE CROSSING OF THE NEW
 KZ0888'YORK CENTRAL RAILROAD AT FULTON, AT THE INTERSECTION OF ROAD 170,
 KZ0888'28 FEET SOUTH OF THE CENTER LINE OF ROAD 25, 36 FEET WEST OF
 KZ0888'THE CENTER LINE OF ROAD 170, 1 FOOT NORTH OF A WIRE FENCE, 9 1/2 FEET
 KZ0888'WEST OF A FENCE CORNER, 14 FEET WEST OF A TELEPHONE POLE, ABOUT LEVEL
 KZ0888'WITH THE ROADS, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0888
 KZ0888                          STATION RECOVERY (2003)
 KZ0888
 KZ0888'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1317 ***********************************************************************
 KZ1317  DESIGNATION -  D 283
 KZ1317  PID         -  KZ1317
 KZ1317  STATE/COUNTY-  OH/MORROW
 KZ1317  USGS QUAD   -  SHAUCK (1961)
 KZ1317
 KZ1317                         *CURRENT SURVEY CONTROL
 KZ1317  ___________________________________________________________________
 KZ1317* NAD 83(1986)-  40 33 10.     (N)    082 40 35.     (W)     SCALED    
 KZ1317* NAVD 88     -       381.555  (meters)    1251.82   (feet)  ADJUSTED  
 KZ1317  ___________________________________________________________________
 KZ1317  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ1317  DYNAMIC HT  -         381.358 (meters)    1251.17  (feet)  COMP
 KZ1317  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 KZ1317
 KZ1317  VERT ORDER  -  SECOND    CLASS 0
 KZ1317
 KZ1317.The horizontal coordinates were scaled from a topographic map and have
 KZ1317.an estimated accuracy of +/- 6 seconds.
 KZ1317
 KZ1317.The orthometric height was determined by differential leveling
 KZ1317.and adjusted by the National Geodetic Survey in June 1991..
 KZ1317
 KZ1317.The geoid height was determined by GEOID03.
 KZ1317
 KZ1317.The dynamic height is computed by dividing the NAVD 88
 KZ1317.geopotential number by the normal gravity value computed on the
 KZ1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1317.degrees latitude (g = 980.6199 gals.).
 KZ1317
 KZ1317.The modeled gravity was interpolated from observed gravity values.
 KZ1317
 KZ1317;                    North         East    Units  Estimated Accuracy
 KZ1317;SPC OH N     -    98,420.      585,060.      MT  (+/- 180 meters Scaled)
 KZ1317
 KZ1317                          SUPERSEDED SURVEY CONTROL
 KZ1317
 KZ1317  NGVD 29 (??/??/92)  381.712  (m)         1252.33   (f) ADJ UNCH    2 0
 KZ1317
 KZ1317.Superseded values are not recommended for survey control.
 KZ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1317.See file dsdata.txt to determine how the superseded data were derived.
 KZ1317
 KZ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE580904(NAD 83)
 KZ1317_MARKER: DB = BENCH MARK DISK
 KZ1317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1317_SP_SET: BRIDGE
 KZ1317_STAMPING: D 283 1959
 KZ1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1317
 KZ1317  HISTORY     - Date     Condition        Report By
 KZ1317  HISTORY     - 1959     MONUMENTED       CGS
 KZ1317  HISTORY     - 20040602 MARK NOT FOUND   OHDT
 KZ1317
 KZ1317                          STATION DESCRIPTION
 KZ1317
 KZ1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1317'2.8 MI NW FROM WATERFORD.
 KZ1317'ABOUT 2.85 MILES NORTHWEST ALONG KNOX COUNTY ROAD 6 AND MORROW
 KZ1317'COUNTY ROAD 22 FROM THE METHODIST CHURCH AT WATERFORD, 0.8
 KZ1317'MILE NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 314, 0.55
 KZ1317'MILE SOUTHEAST OF THE T JUNCTION OF COOK ROAD LEADING NORTH,
 KZ1317'12 1/2 FEET SOUTHWEST OF THE CENTER LINE OF ROAD 22, IN TOP OF
 KZ1317'THE WEST WING WALL OF A 6-FOOT CONCRETE BRIDGE OVER A CREEK
 KZ1317'BRANCH, 0.4 FOOT SOUTHWEST OF THE CONCRETE HEAD WALL OR BANISTER,
 KZ1317'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD.
 KZ1317
 KZ1317                          STATION RECOVERY (2004)
 KZ1317
 KZ1317'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004
 KZ1317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0916 ***********************************************************************
 KZ0916  DESIGNATION -  D 285
 KZ0916  PID         -  KZ0916
 KZ0916  STATE/COUNTY-  OH/MORROW
 KZ0916  USGS QUAD   -  CHESTERVILLE (1961)
 KZ0916
 KZ0916                         *CURRENT SURVEY CONTROL
 KZ0916  ___________________________________________________________________
 KZ0916* NAD 83(1986)-  40 25 18.     (N)    082 39 17.     (W)     SCALED    
 KZ0916* NAVD 88     -       370.142  (meters)    1214.37   (feet)  ADJUSTED  
 KZ0916  ___________________________________________________________________
 KZ0916  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ0916  DYNAMIC HT  -         369.947 (meters)    1213.73  (feet)  COMP
 KZ0916  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 KZ0916
 KZ0916  VERT ORDER  -  SECOND    CLASS 0
 KZ0916
 KZ0916.The horizontal coordinates were scaled from a topographic map and have
 KZ0916.an estimated accuracy of +/- 6 seconds.
 KZ0916
 KZ0916.The orthometric height was determined by differential leveling
 KZ0916.and adjusted by the National Geodetic Survey in June 1991..
 KZ0916
 KZ0916.The geoid height was determined by GEOID03.
 KZ0916
 KZ0916.The dynamic height is computed by dividing the NAVD 88
 KZ0916.geopotential number by the normal gravity value computed on the
 KZ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0916.degrees latitude (g = 980.6199 gals.).
 KZ0916
 KZ0916.The modeled gravity was interpolated from observed gravity values.
 KZ0916
 KZ0916;                    North         East    Units  Estimated Accuracy
 KZ0916;SPC OH N     -    83,850.      586,870.      MT  (+/- 180 meters Scaled)
 KZ0916
 KZ0916                          SUPERSEDED SURVEY CONTROL
 KZ0916
 KZ0916  NGVD 29 (??/??/92)  370.289  (m)         1214.86   (f) ADJ UNCH    2 0
 KZ0916
 KZ0916.Superseded values are not recommended for survey control.
 KZ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0916.See file dsdata.txt to determine how the superseded data were derived.
 KZ0916
 KZ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE596758(NAD 83)
 KZ0916_MARKER: DB = BENCH MARK DISK
 KZ0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0916_STAMPING: D 285 1959
 KZ0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0916+STABILITY: SURFACE MOTION
 KZ0916
 KZ0916  HISTORY     - Date     Condition        Report By
 KZ0916  HISTORY     - 1959     MONUMENTED       CGS
 KZ0916  HISTORY     - 1967     GOOD             NGS
 KZ0916
 KZ0916                          STATION DESCRIPTION
 KZ0916
 KZ0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0916'3 MI NE FROM SPARTA.
 KZ0916'ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 656 FROM THE
 KZ0916'INTERSECTION OF STATE HIGHWAY 314 AT SPARTA, THENCE ABOUT
 KZ0916'2.75 MILES NORTHEAST ALONG COUNTY ROAD 19, 1.05 MILES SOUTHWEST
 KZ0916'OF THE MORROW-KNOX COUNTY LINE, 0.35 MILE SOUTHWEST OF THE
 KZ0916'INTERSECTION OF MORROW COUNTY ROAD 194, 1.05 MILES NORTHEAST
 KZ0916'OF THE BRIDGE OVER MILL CREEK, 90 YARDS NORTHEAST OF THE BOTTOM
 KZ0916'OF GRADES AND A 24-INCH PIPE CULVERT UNDER ROAD 19, AT THE
 KZ0916'SOUTHWEST END OF A CUT, 31 FEET NORTHWEST OF THE CENTER LINE OF
 KZ0916'THE ROAD, 8 1/2 FEET NORTHEAST OF A 22-INCH ASH TREE WITH
 KZ0916'TRIANGULATION BLAZE, 1 1/2 FEET SOUTHEAST OF A WIRE FENCE,
 KZ0916'2 1/2 FEET SOUTHWEST OF A STEEL WITNESS POST, AND SET IN TOP
 KZ0916'OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0916
 KZ0916                          STATION RECOVERY (1967)
 KZ0916
 KZ0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1311 ***********************************************************************
 KZ1311  DESIGNATION -  D 286
 KZ1311  PID         -  KZ1311
 KZ1311  STATE/COUNTY-  OH/KNOX
 KZ1311  USGS QUAD   -  SHAUCK (1961)
 KZ1311
 KZ1311                         *CURRENT SURVEY CONTROL
 KZ1311  ___________________________________________________________________
 KZ1311* NAD 83(1986)-  40 32 32.     (N)    082 38 20.     (W)     SCALED    
 KZ1311* NAVD 88     -       360.243  (meters)    1181.90   (feet)  ADJUSTED  
 KZ1311  ___________________________________________________________________
 KZ1311  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ1311  DYNAMIC HT  -         360.057 (meters)    1181.29  (feet)  COMP
 KZ1311  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 KZ1311
 KZ1311  VERT ORDER  -  SECOND    CLASS 0
 KZ1311
 KZ1311.The horizontal coordinates were scaled from a topographic map and have
 KZ1311.an estimated accuracy of +/- 6 seconds.
 KZ1311
 KZ1311.The orthometric height was determined by differential leveling
 KZ1311.and adjusted by the National Geodetic Survey in June 1991..
 KZ1311
 KZ1311.The geoid height was determined by GEOID03.
 KZ1311
 KZ1311.The dynamic height is computed by dividing the NAVD 88
 KZ1311.geopotential number by the normal gravity value computed on the
 KZ1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1311.degrees latitude (g = 980.6199 gals.).
 KZ1311
 KZ1311.The modeled gravity was interpolated from observed gravity values.
 KZ1311
 KZ1311;                    North         East    Units  Estimated Accuracy
 KZ1311;SPC OH N     -    97,240.      588,230.      MT  (+/- 180 meters Scaled)
 KZ1311
 KZ1311                          SUPERSEDED SURVEY CONTROL
 KZ1311
 KZ1311  NGVD 29 (??/??/92)  360.403  (m)         1182.42   (f) ADJ UNCH    2 0
 KZ1311
 KZ1311.Superseded values are not recommended for survey control.
 KZ1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1311.See file dsdata.txt to determine how the superseded data were derived.
 KZ1311
 KZ1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE612892(NAD 83)
 KZ1311_MARKER: DB = BENCH MARK DISK
 KZ1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1311_STAMPING: D 286 1959
 KZ1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1311+STABILITY: SURFACE MOTION
 KZ1311
 KZ1311  HISTORY     - Date     Condition        Report By
 KZ1311  HISTORY     - 1959     MONUMENTED       CGS
 KZ1311
 KZ1311                          STATION DESCRIPTION
 KZ1311
 KZ1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1311'0.8 MI NW FROM WATERFORD.
 KZ1311'ABOUT 0.8 MILE NORTHWEST ALONG KNOX COUNTY ROAD 6 FROM THE
 KZ1311'METHODIST CHURCH AT WATERFORD, 0.25 MILE SOUTHEAST OF THE
 KZ1311'KNOX-MORROW COUNTY LINE SIGN, 0.3 MILE SOUTHEAST OF THE JUNCTION
 KZ1311'OF MORROW COUNTY ROAD 80 LEADING NORTH, 168 YARDS WEST-NORTHWEST
 KZ1311'OF THE NORTHWEST CORNER OF A BARN ON THE SOUTH SIDE OF THE
 KZ1311'ROAD, 18 1/2 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF ROAD 6,
 KZ1311'1 FOOT NORTH-NORTHEAST OF A FENCE, 0.3 MILE NORTHWEST OF A WOODEN
 KZ1311'BRIDGE OVER NORTH BRANCH AND JUNCTION OF ROADS LEADING NORTH
 KZ1311'AND SOUTH, 0.6 MILE SOUTHEAST OF OWL CREEK HARMONY CHURCH AND
 KZ1311'CEMETERY, 2 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL
 KZ1311'WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1882 ***********************************************************************
 KY1882  DESIGNATION -  D 287
 KY1882  PID         -  KY1882
 KY1882  STATE/COUNTY-  OH/WAYNE
 KY1882  USGS QUAD   -  FREDERICKSBURG (1994)
 KY1882
 KY1882                         *CURRENT SURVEY CONTROL
 KY1882  ___________________________________________________________________
 KY1882* NAD 83(1986)-  40 44 42.     (N)    081 49 55.     (W)     SCALED    
 KY1882* NAVD 88     -       312.216  (meters)    1024.33   (feet)  ADJUSTED  
 KY1882  ___________________________________________________________________
 KY1882  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KY1882  DYNAMIC HT  -         312.073 (meters)    1023.86  (feet)  COMP
 KY1882  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 KY1882
 KY1882  VERT ORDER  -  SECOND    CLASS 0
 KY1882
 KY1882.The horizontal coordinates were scaled from a topographic map and have
 KY1882.an estimated accuracy of +/- 6 seconds.
 KY1882
 KY1882.The orthometric height was determined by differential leveling
 KY1882.and adjusted by the National Geodetic Survey in June 1991..
 KY1882
 KY1882.The geoid height was determined by GEOID03.
 KY1882
 KY1882.The dynamic height is computed by dividing the NAVD 88
 KY1882.geopotential number by the normal gravity value computed on the
 KY1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1882.degrees latitude (g = 980.6199 gals.).
 KY1882
 KY1882.The modeled gravity was interpolated from observed gravity values.
 KY1882
 KY1882;                    North         East    Units  Estimated Accuracy
 KY1882;SPC OH N     -   119,960.      656,420.      MT  (+/- 180 meters Scaled)
 KY1882
 KY1882                          SUPERSEDED SURVEY CONTROL
 KY1882
 KY1882  NGVD 29 (??/??/92)  312.432  (m)         1025.04   (f) ADJ UNCH    2 0
 KY1882
 KY1882.Superseded values are not recommended for survey control.
 KY1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1882.See file dsdata.txt to determine how the superseded data were derived.
 KY1882
 KY1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF297107(NAD 83)
 KY1882_MARKER: DB = BENCH MARK DISK
 KY1882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1882_SP_SET: ABUTMENT
 KY1882_STAMPING: D 287 1959
 KY1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1882
 KY1882  HISTORY     - Date     Condition        Report By
 KY1882  HISTORY     - 1959     MONUMENTED       CGS
 KY1882  HISTORY     - 1969     GOOD             OHDT
 KY1882  HISTORY     - 1987     GOOD             OHDT
 KY1882
 KY1882                          STATION DESCRIPTION
 KY1882
 KY1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1882'AT APPLE CREEK.
 KY1882'AT APPLE CREEK, ABOUT 0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 250
 KY1882'FROM THE TOWN HALL, AT THE SOUTHEAST CORPORATION LIMITS OF APPLE
 KY1882'CREEK, 0.3 MILE SOUTHEAST OF THE CROSSING OF THE PENNSYLVANIA
 KY1882'RAILROAD AT APPLE CREEK, 22 FEET SOUTHWEST OF THE CENTER LINE OF
 KY1882'THE HIGHWAY, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 KY1882'ABUTMENT OF HIGHWAY BRIDGE WAY 250-1856 OVER SPRING RUN, 2 FEET
 KY1882'SOUTHWEST OF THE GUARD-RAIL, AND ABOUT LEVEL WITH THE BRIDGE
 KY1882'FLOOR.  NOTE-- THIS MARK CAN BE REACHED BY GOING ABOUT 5.75 MILES
 KY1882'NORTHEAST ALONG STATE HIGHWAY 94 FROM THE NORTH JUNCTION OF COUNTY
 KY1882'ROAD 10 AT FREDERICKSBURG, THENCE ABOUT 0.95 MILE NORTHWEST ALONG
 KY1882'U.S. HIGHWAY 250.
 KY1882
 KY1882                          STATION RECOVERY (1969)
 KY1882
 KY1882'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1969
 KY1882'RECOVERED IN GOOD CONDITION.
 KY1882
 KY1882                          STATION RECOVERY (1987)
 KY1882
 KY1882'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0964 ***********************************************************************
 KY0964  DESIGNATION -  D 288
 KY0964  PID         -  KY0964
 KY0964  STATE/COUNTY-  OH/WAYNE
 KY0964  USGS QUAD   -  RITTMAN (1994)
 KY0964
 KY0964                         *CURRENT SURVEY CONTROL
 KY0964  ___________________________________________________________________
 KY0964* NAD 83(1986)-  40 54 07.     (N)    081 48 13.     (W)     SCALED    
 KY0964* NAVD 88     -       331.003  (meters)    1085.97   (feet)  ADJUSTED  
 KY0964  ___________________________________________________________________
 KY0964  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KY0964  DYNAMIC HT  -         330.857 (meters)    1085.49  (feet)  COMP
 KY0964  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 KY0964
 KY0964  VERT ORDER  -  SECOND    CLASS 0
 KY0964
 KY0964.The horizontal coordinates were scaled from a topographic map and have
 KY0964.an estimated accuracy of +/- 6 seconds.
 KY0964
 KY0964.The orthometric height was determined by differential leveling
 KY0964.and adjusted by the National Geodetic Survey in June 1991..
 KY0964
 KY0964.The geoid height was determined by GEOID03.
 KY0964
 KY0964.The dynamic height is computed by dividing the NAVD 88
 KY0964.geopotential number by the normal gravity value computed on the
 KY0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0964.degrees latitude (g = 980.6199 gals.).
 KY0964
 KY0964.The modeled gravity was interpolated from observed gravity values.
 KY0964
 KY0964;                    North         East    Units  Estimated Accuracy
 KY0964;SPC OH N     -   137,410.      658,670.      MT  (+/- 180 meters Scaled)
 KY0964
 KY0964                          SUPERSEDED SURVEY CONTROL
 KY0964
 KY0964  NGVD 29 (??/??/92)  331.234  (m)         1086.72   (f) ADJ UNCH    2 0
 KY0964
 KY0964.Superseded values are not recommended for survey control.
 KY0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0964.See file dsdata.txt to determine how the superseded data were derived.
 KY0964
 KY0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF323281(NAD 83)
 KY0964_MARKER: DB = BENCH MARK DISK
 KY0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0964_SP_SET: CULVERT
 KY0964_STAMPING: D 288 1959
 KY0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0964
 KY0964  HISTORY     - Date     Condition        Report By
 KY0964  HISTORY     - 1959     MONUMENTED       CGS
 KY0964
 KY0964                          STATION DESCRIPTION
 KY0964
 KY0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY0964'3.7 MI W FROM MARSHALLVILLE.
 KY0964'ABOUT 3.7 MILES WEST ALONG COUNTY ROAD 27 FROM THE INTERSECTION
 KY0964'OF STATE HIGHWAY 548 AT MARSHALLVILLE, AT THE INTERSECTION
 KY0964'OF STATE HIGHWAY 5, 17 1/2 FEET NORTH OF THE CENTER LINE OF
 KY0964'ROAD 27, 24 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 5,
 KY0964'IN TOP OF THE NORTH ANGLE SHAPED HEAD WALL FOR A PIPE CULVERT
 KY0964'UNDER ROAD 27, SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE
 KY0964'HEAD WALL, AND ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1798 ***********************************************************************
 KY1798  DESIGNATION -  D 289
 KY1798  PID         -  KY1798
 KY1798  STATE/COUNTY-  OH/WAYNE
 KY1798  USGS QUAD   -  CRESTON (1994)
 KY1798
 KY1798                         *CURRENT SURVEY CONTROL
 KY1798  ___________________________________________________________________
 KY1798* NAD 83(1986)-  40 55 49.     (N)    081 54 24.     (W)     SCALED    
 KY1798* NAVD 88     -       333.351  (meters)    1093.67   (feet)  ADJUSTED  
 KY1798  ___________________________________________________________________
 KY1798  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KY1798  DYNAMIC HT  -         333.203 (meters)    1093.18  (feet)  COMP
 KY1798  MODELED GRAV-     980,168.9   (mgal)                       NAVD 88
 KY1798
 KY1798  VERT ORDER  -  SECOND    CLASS 0
 KY1798
 KY1798.The horizontal coordinates were scaled from a topographic map and have
 KY1798.an estimated accuracy of +/- 6 seconds.
 KY1798
 KY1798.The orthometric height was determined by differential leveling
 KY1798.and adjusted by the National Geodetic Survey in June 1991..
 KY1798
 KY1798.The geoid height was determined by GEOID03.
 KY1798
 KY1798.The dynamic height is computed by dividing the NAVD 88
 KY1798.geopotential number by the normal gravity value computed on the
 KY1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1798.degrees latitude (g = 980.6199 gals.).
 KY1798
 KY1798.The modeled gravity was interpolated from observed gravity values.
 KY1798
 KY1798;                    North         East    Units  Estimated Accuracy
 KY1798;SPC OH N     -   140,490.      649,970.      MT  (+/- 180 meters Scaled)
 KY1798
 KY1798                          SUPERSEDED SURVEY CONTROL
 KY1798
 KY1798  NGVD 29 (??/??/92)  333.564  (m)         1094.37   (f) ADJ UNCH    2 0
 KY1798
 KY1798.Superseded values are not recommended for survey control.
 KY1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1798.See file dsdata.txt to determine how the superseded data were derived.
 KY1798
 KY1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF236314(NAD 83)
 KY1798_MARKER: DB = BENCH MARK DISK
 KY1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1798_STAMPING: D 289 1959
 KY1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1798+STABILITY: SURFACE MOTION
 KY1798
 KY1798  HISTORY     - Date     Condition        Report By
 KY1798  HISTORY     - 1959     MONUMENTED       CGS
 KY1798  HISTORY     - 1971     GOOD             OHDT
 KY1798
 KY1798                          STATION DESCRIPTION
 KY1798
 KY1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1798'3.9 MI SW FROM CRESTON.
 KY1798'ABOUT 3.9 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE POST
 KY1798'OFFICE AT CRESTON, AT THE INTERSECTION OF ROAD 108, 1.1 MILES
 KY1798'SOUTH OF THE INTERSECTION OF ROAD 604, 66 FEET EAST OF THE
 KY1798'CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF THE CENTER LINE OF
 KY1798'ROAD 108, 18 1/2 FEET NORTH OF POWER LINE POLE 74 CL 10, 13 1/2
 KY1798'FEET WEST OF POWER LINE POLE (NO NUMBER) AND UNDER THE CROSSING
 KY1798'OF POWER LINES, 2 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT
 KY1798'LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 KY1798'PROJECTING 2 INCHES.
 KY1798
 KY1798                          STATION RECOVERY (1971)
 KY1798
 KY1798'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0824 ***********************************************************************
 KZ0824  DESIGNATION -  D 29
 KZ0824  PID         -  KZ0824
 KZ0824  STATE/COUNTY-  OH/DELAWARE
 KZ0824  USGS QUAD   -  SUNBURY (1981)
 KZ0824
 KZ0824                         *CURRENT SURVEY CONTROL
 KZ0824  ___________________________________________________________________
 KZ0824* NAD 83(1986)-  40 14 36.     (N)    082 51 43.     (W)     SCALED    
 KZ0824* NAVD 88     -       288.047  (meters)     945.03   (feet)  ADJUSTED  
 KZ0824  ___________________________________________________________________
 KZ0824  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0824  DYNAMIC HT  -         287.892 (meters)     944.53  (feet)  COMP
 KZ0824  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 KZ0824
 KZ0824  VERT ORDER  -  SECOND    CLASS 0
 KZ0824
 KZ0824.The horizontal coordinates were scaled from a topographic map and have
 KZ0824.an estimated accuracy of +/- 6 seconds.
 KZ0824
 KZ0824.The orthometric height was determined by differential leveling
 KZ0824.and adjusted by the National Geodetic Survey in June 1991..
 KZ0824.WARNING-Repeat measurements at this control monument indicate possible
 KZ0824.vertical movement.
 KZ0824
 KZ0824.The geoid height was determined by GEOID03.
 KZ0824
 KZ0824.The dynamic height is computed by dividing the NAVD 88
 KZ0824.geopotential number by the normal gravity value computed on the
 KZ0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0824.degrees latitude (g = 980.6199 gals.).
 KZ0824
 KZ0824.The modeled gravity was interpolated from observed gravity values.
 KZ0824
 KZ0824;                    North         East    Units  Estimated Accuracy
 KZ0824;SPC OH N     -    64,100.      569,200.      MT  (+/- 180 meters Scaled)
 KZ0824
 KZ0824                          SUPERSEDED SURVEY CONTROL
 KZ0824
 KZ0824  NGVD 29 (??/??/92)  288.196  (m)          945.52   (f) ADJ UNCH    2 0
 KZ0824
 KZ0824.Superseded values are not recommended for survey control.
 KZ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0824.See file dsdata.txt to determine how the superseded data were derived.
 KZ0824
 KZ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE416564(NAD 83)
 KZ0824_MARKER: DB = BENCH MARK DISK
 KZ0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0824_STAMPING: D 29 1934
 KZ0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0824+STABILITY: SURFACE MOTION
 KZ0824
 KZ0824  HISTORY     - Date     Condition        Report By
 KZ0824  HISTORY     - 1934     MONUMENTED       CGS
 KZ0824  HISTORY     - 1959     GOOD             NGS
 KZ0824
 KZ0824                          STATION DESCRIPTION
 KZ0824
 KZ0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0824'AT SUNBURY.
 KZ0824'AT SUNBURY, ABOUT 0.1 MILE WEST ALONG CHERRY STREET FROM THE
 KZ0824'NORTHWEST CORNER OF PUBLIC SQUARE, 0.25 MILE SOUTHEAST OF THE
 KZ0824'INTERSECTION OF U.S. HIGHWAY 36, STATE HIGHWAYS 3 AND 37, 252 1/2
 KZ0824'FEET SOUTHEAST OF THE EAST CORNER OF A BRIDGE, 31 1/2 FEET NORTHEAST
 KZ0824'OF THE CENTER LINE OF CHERRY STREET, 5 FEET NORTHEAST OF A POWER
 KZ0824'LINE POLE, 66 FEET SOUTH OF LEONARD DAVIS AND WIFE MAGGIE LAYMON
 KZ0824'TOMBSTONE AND IS IN LINE WITH A ROW OF TOMBSTONES, ABOUT LEVEL
 KZ0824'WITH THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KZ0824'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0642 ***********************************************************************
 KZ0642  DESIGNATION -  D 293
 KZ0642  PID         -  KZ0642
 KZ0642  STATE/COUNTY-  OH/ALLEN
 KZ0642  USGS QUAD   -  HARROD (1984)
 KZ0642
 KZ0642                         *CURRENT SURVEY CONTROL
 KZ0642  ___________________________________________________________________
 KZ0642* NAD 83(1986)-  40 42 53.     (N)    083 58 40.     (W)     SCALED    
 KZ0642* NAVD 88     -       303.808  (meters)     996.74   (feet)  ADJUSTED  
 KZ0642  ___________________________________________________________________
 KZ0642  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 KZ0642  DYNAMIC HT  -         303.655 (meters)     996.24  (feet)  COMP
 KZ0642  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 KZ0642
 KZ0642  VERT ORDER  -  SECOND    CLASS 0
 KZ0642
 KZ0642.The horizontal coordinates were scaled from a topographic map and have
 KZ0642.an estimated accuracy of +/- 6 seconds.
 KZ0642
 KZ0642.The orthometric height was determined by differential leveling
 KZ0642.and adjusted by the National Geodetic Survey in June 1991..
 KZ0642
 KZ0642.The geoid height was determined by GEOID03.
 KZ0642
 KZ0642.The dynamic height is computed by dividing the NAVD 88
 KZ0642.geopotential number by the normal gravity value computed on the
 KZ0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0642.degrees latitude (g = 980.6199 gals.).
 KZ0642
 KZ0642.The modeled gravity was interpolated from observed gravity values.
 KZ0642
 KZ0642;                    North         East    Units  Estimated Accuracy
 KZ0642;SPC OH N     -   117,440.      475,140.      MT  (+/- 180 meters Scaled)
 KZ0642
 KZ0642                          SUPERSEDED SURVEY CONTROL
 KZ0642
 KZ0642  NGVD 29 (??/??/92)  303.979  (m)          997.30   (f) ADJ UNCH    2 0
 KZ0642
 KZ0642.Superseded values are not recommended for survey control.
 KZ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0642.See file dsdata.txt to determine how the superseded data were derived.
 KZ0642
 KZ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF484113(NAD 83)
 KZ0642_MARKER: DB = BENCH MARK DISK
 KZ0642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0642_SP_SET: PIER BASE
 KZ0642_STAMPING: D 293 1960
 KZ0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0642
 KZ0642  HISTORY     - Date     Condition        Report By
 KZ0642  HISTORY     - 1960     MONUMENTED       CGS
 KZ0642
 KZ0642                          STATION DESCRIPTION
 KZ0642
 KZ0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0642'3 MI W FROM HARROD.
 KZ0642'ABOUT 3.05 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION
 KZ0642'AT HARROD, 0.25 MILE WEST OF MILEPOST M 45, 10 1/2 FEET SOUTH
 KZ0642'OF THE SOUTH RAIL OF NORTH TRACK, SET VERTICALLY IN THE WEST FACE
 KZ0642'OF WEST CONCRETE BASE OF CENTER STEEL PIER OF STEEL OVERPASS OF
 KZ0642'BRENTLINGER ROAD OVER THE ERIE RAILROAD (WESTMINSTER IS PAINTED
 KZ0642'ON OVERPASS), 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 KZ0642'1/2 FOOT BELOW THE LEVEL OF NORTH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0611 ***********************************************************************
 KZ0611  DESIGNATION -  D 294
 KZ0611  PID         -  KZ0611
 KZ0611  STATE/COUNTY-  OH/HARDIN
 KZ0611  USGS QUAD   -  KENTON (1980)
 KZ0611
 KZ0611                         *CURRENT SURVEY CONTROL
 KZ0611  ___________________________________________________________________
 KZ0611* NAD 83(1986)-  40 38 49.     (N)    083 36 39.     (W)     SCALED    
 KZ0611* NAVD 88     -       301.834  (meters)     990.27   (feet)  ADJUSTED  
 KZ0611  ___________________________________________________________________
 KZ0611  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 KZ0611  DYNAMIC HT  -         301.677 (meters)     989.75  (feet)  COMP
 KZ0611  MODELED GRAV-     980,096.7   (mgal)                       NAVD 88
 KZ0611
 KZ0611  VERT ORDER  -  SECOND    CLASS 0
 KZ0611
 KZ0611.The horizontal coordinates were scaled from a topographic map and have
 KZ0611.an estimated accuracy of +/- 6 seconds.
 KZ0611
 KZ0611.The orthometric height was determined by differential leveling
 KZ0611.and adjusted by the National Geodetic Survey in June 1991..
 KZ0611
 KZ0611.The geoid height was determined by GEOID03.
 KZ0611
 KZ0611.The dynamic height is computed by dividing the NAVD 88
 KZ0611.geopotential number by the normal gravity value computed on the
 KZ0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0611.degrees latitude (g = 980.6199 gals.).
 KZ0611
 KZ0611.The modeled gravity was interpolated from observed gravity values.
 KZ0611
 KZ0611;                    North         East    Units  Estimated Accuracy
 KZ0611;SPC OH N     -   109,450.      506,050.      MT  (+/- 180 meters Scaled)
 KZ0611
 KZ0611                          SUPERSEDED SURVEY CONTROL
 KZ0611
 KZ0611  NGVD 29 (??/??/92)  302.002  (m)          990.82   (f) ADJ UNCH    2 0
 KZ0611
 KZ0611.Superseded values are not recommended for survey control.
 KZ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0611.See file dsdata.txt to determine how the superseded data were derived.
 KZ0611
 KZ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF792028(NAD 83)
 KZ0611_MARKER: DB = BENCH MARK DISK
 KZ0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0611_SP_SET: IN TOP OF SANDSTONE
 KZ0611_STAMPING: D 294 1960
 KZ0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0611
 KZ0611  HISTORY     - Date     Condition        Report By
 KZ0611  HISTORY     - 1960     MONUMENTED       CGS
 KZ0611
 KZ0611                          STATION DESCRIPTION
 KZ0611
 KZ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0611'AT KENTON.
 KZ0611'AT KENTON, 1 1/2 BLOCKS WEST ALONG FRANKLIN STREET FROM THE
 KZ0611'COURTHOUSE, 29 FEET SOUTH OF THE SOUTH CURB OF FRANKLIN STREET,
 KZ0611'73 FEET WEST OF THE WEST CURB OF SOUTH MARKET STREET, 9 FEET
 KZ0611'EAST OF THE CENTER OF MAIN ENTRANCE DOOR TO THE POST OFFICE,
 KZ0611'5 INCHES NORTH OF THE NORTH FACE OF BUILDING, IN TOP OF SANDSTONE
 KZ0611'BETWEEN LAMP POST AND BUILDING AND LEVEL WITH THE TOP GRANITE
 KZ0611'STEP OR LANDING, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1445 ***********************************************************************
 KZ1445  DESIGNATION -  D 295
 KZ1445  PID         -  KZ1445
 KZ1445  STATE/COUNTY-  OH/MARION
 KZ1445  USGS QUAD   -  MARION WEST (1973)
 KZ1445
 KZ1445                         *CURRENT SURVEY CONTROL
 KZ1445  ___________________________________________________________________
 KZ1445* NAD 83(1986)-  40 35 35.     (N)    083 10 24.     (W)     SCALED    
 KZ1445* NAVD 88     -       278.310  (meters)     913.09   (feet)  ADJUSTED  
 KZ1445  ___________________________________________________________________
 KZ1445  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KZ1445  DYNAMIC HT  -         278.169 (meters)     912.63  (feet)  COMP
 KZ1445  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 KZ1445
 KZ1445  VERT ORDER  -  SECOND    CLASS 0
 KZ1445
 KZ1445.The horizontal coordinates were scaled from a topographic map and have
 KZ1445.an estimated accuracy of +/- 6 seconds.
 KZ1445
 KZ1445.The orthometric height was determined by differential leveling
 KZ1445.and adjusted by the National Geodetic Survey in June 1991..
 KZ1445
 KZ1445.The geoid height was determined by GEOID03.
 KZ1445
 KZ1445.The dynamic height is computed by dividing the NAVD 88
 KZ1445.geopotential number by the normal gravity value computed on the
 KZ1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1445.degrees latitude (g = 980.6199 gals.).
 KZ1445
 KZ1445.The modeled gravity was interpolated from observed gravity values.
 KZ1445
 KZ1445;                    North         East    Units  Estimated Accuracy
 KZ1445;SPC OH N     -   103,090.      543,000.      MT  (+/- 180 meters Scaled)
 KZ1445
 KZ1445                          SUPERSEDED SURVEY CONTROL
 KZ1445
 KZ1445  NGVD 29 (??/??/92)  278.447  (m)          913.54   (f) ADJ UNCH    2 0
 KZ1445
 KZ1445.Superseded values are not recommended for survey control.
 KZ1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1445.See file dsdata.txt to determine how the superseded data were derived.
 KZ1445
 KZ1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE160958(NAD 83)
 KZ1445_MARKER: DB = BENCH MARK DISK
 KZ1445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1445_SP_SET: HEAD WLL
 KZ1445_STAMPING: D 295 1960
 KZ1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1445
 KZ1445  HISTORY     - Date     Condition        Report By
 KZ1445  HISTORY     - 1960     MONUMENTED       CGS
 KZ1445
 KZ1445                          STATION DESCRIPTION
 KZ1445
 KZ1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ1445'1.2 MI W FROM MARION.
 KZ1445'ABOUT 1.15 MILES WEST ALONG SILVER STREET AND ROAD NO. 95
 KZ1445'FROM THE INTERSECTION OF HIGHWAY 30 SOUTH (KENTON AVE.) AT
 KZ1445'MARION, 37 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF SMALL
 KZ1445'BRIDGE UNDER ROAD 95 FOR ROCK SWALE CREEK, 41 FEET SOUTH OF THE
 KZ1445'CENTER LINE OF ROAD 95, 21 FEET SOUTHEAST OF POWER LINE POLE
 KZ1445'97 FP 25, 129 1/2 FEET NORTH OF THE NORTH RAIL OF NORTH TRACK
 KZ1445'OF RAILROAD YARD, IN TOP OF THE NORTHEAST END OF THE ANGLE SHAPED
 KZ1445'E CONCRETE HEAD WALL FOR AN IRON PIPE AT WEST END OF OPEN
 KZ1445'DITCH, 1.8 FEET SOUTHWEST OF THE NORTHEAST END OF CONCRETE
 KZ1445'HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0033 ***********************************************************************
 KZ0033  DESIGNATION -  D 30
 KZ0033  PID         -  KZ0033
 KZ0033  STATE/COUNTY-  OH/RICHLAND
 KZ0033  USGS QUAD   -  PAVONIA (1984)
 KZ0033
 KZ0033                         *CURRENT SURVEY CONTROL
 KZ0033  ___________________________________________________________________
 KZ0033* NAD 83(1986)-  40 47 06.     (N)    082 24 11.     (W)     SCALED    
 KZ0033* NAVD 88     -       342.783  (meters)    1124.61   (feet)  POSTED    
 KZ0033  ___________________________________________________________________
 KZ0033  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KZ0033  DYNAMIC HT  -         342.620 (meters)    1124.08  (feet)  COMP
 KZ0033  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 KZ0033
 KZ0033  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KZ0033
 KZ0033.The horizontal coordinates were scaled from a topographic map and have
 KZ0033.an estimated accuracy of +/- 6 seconds.
 KZ0033
 KZ0033.The orthometric height was determined by differential leveling
 KZ0033.and adjusted by the National Geodetic Survey in 1992..
 KZ0033.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KZ0033.rate of 1.1 thru 2.0 mm/km.
 KZ0033
 KZ0033.The geoid height was determined by GEOID03.
 KZ0033
 KZ0033.The dynamic height is computed by dividing the NAVD 88
 KZ0033.geopotential number by the normal gravity value computed on the
 KZ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0033.degrees latitude (g = 980.6199 gals.).
 KZ0033
 KZ0033.The modeled gravity was interpolated from observed gravity values.
 KZ0033
 KZ0033;                    North         East    Units  Estimated Accuracy
 KZ0033;SPC OH N     -   124,190.      608,180.      MT  (+/- 180 meters Scaled)
 KZ0033
 KZ0033                          SUPERSEDED SURVEY CONTROL
 KZ0033
 KZ0033  NGVD 29 (??/??/92)  342.952  (m)         1125.17   (f) ADJ UNCH    2 0
 KZ0033
 KZ0033.Superseded values are not recommended for survey control.
 KZ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0033.See file dsdata.txt to determine how the superseded data were derived.
 KZ0033
 KZ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF816158(NAD 83)
 KZ0033_MARKER: DB = BENCH MARK DISK
 KZ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0033_STAMPING: D 30 1934
 KZ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0033+STABILITY: SURFACE MOTION
 KZ0033
 KZ0033  HISTORY     - Date     Condition        Report By
 KZ0033  HISTORY     - 1934     MONUMENTED       CGS
 KZ0033  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ0033
 KZ0033                          STATION DESCRIPTION
 KZ0033
 KZ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0033'2.3 MI W FROM MIFFLIN.
 KZ0033'IN RICHLAND COUNTY, 2.3 MILES WEST ALONG U.S. HIGHWAY 30 FROM
 KZ0033'MIFFLIN, ASHLAND COUNTY, AT THE TOP OF A HILL, BETWEEN TWO WOODEN
 KZ0033'AREA, 140 FEET EAST OF A SOHIO CAMP AND SERVICE STATION, 50 FEET
 KZ0033'NORTH OF POLE 2305, 29 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 KZ0033'10 FEET EAST OF THE CENTERLINE OF A DIRT DRIVE LEADING TO A CAMP,
 KZ0033'4 FEET EAST OF A POLE, 3 FEET SOUTH OF A 24-INCH TREE STUMP, AND
 KZ0033'ABOUT 2 FEET LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED
 KZ0033'D 30 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 KZ0033'8 INCHES ABOVE GROUND.  NOTE-- IT IS BELIEVED THAT THE MARK HAS
 KZ0033'BEEN DESTROYED BY CONSTRUCTION OF A DRIVE TO A MOTEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0170 ***********************************************************************
 MD0170  DESIGNATION -  D 300
 MD0170  PID         -  MD0170
 MD0170  STATE/COUNTY-  OH/HENRY
 MD0170  USGS QUAD   -  FLORIDA (1977)
 MD0170
 MD0170                         *CURRENT SURVEY CONTROL
 MD0170  ___________________________________________________________________
 MD0170* NAD 83(1986)-  41 16 55.     (N)    084 12 38.     (W)     SCALED    
 MD0170* NAVD 88     -       216.613  (meters)     710.67   (feet)  POSTED    
 MD0170  ___________________________________________________________________
 MD0170  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 MD0170  DYNAMIC HT  -         216.520 (meters)     710.37  (feet)  COMP
 MD0170  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 MD0170
 MD0170  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0170
 MD0170.The horizontal coordinates were scaled from a topographic map and have
 MD0170.an estimated accuracy of +/- 6 seconds.
 MD0170
 MD0170.The orthometric height was determined by differential leveling
 MD0170.and adjusted by the National Geodetic Survey in 1992..
 MD0170.No vertical observational check was made to the station.
 MD0170.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0170.was located on a no-check spur therefore a value was not computed.
 MD0170
 MD0170.The geoid height was determined by GEOID03.
 MD0170
 MD0170.The dynamic height is computed by dividing the NAVD 88
 MD0170.geopotential number by the normal gravity value computed on the
 MD0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0170.degrees latitude (g = 980.6199 gals.).
 MD0170
 MD0170.The modeled gravity was interpolated from observed gravity values.
 MD0170
 MD0170;                    North         East    Units  Estimated Accuracy
 MD0170;SPC OH N     -   180,780.      456,710.      MT  (+/- 180 meters Scaled)
 MD0170
 MD0170                          SUPERSEDED SURVEY CONTROL
 MD0170
 MD0170  NGVD 29 (??/??/92)  216.809  (m)          711.31   (f) ADJ UNCH    2 0
 MD0170
 MD0170.Superseded values are not recommended for survey control.
 MD0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0170.See file dsdata.txt to determine how the superseded data were derived.
 MD0170
 MD0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL336738(NAD 83)
 MD0170_MARKER: DB = BENCH MARK DISK
 MD0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0170_STAMPING: D 300 1963
 MD0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0170+STABILITY: SURFACE MOTION
 MD0170
 MD0170  HISTORY     - Date     Condition        Report By
 MD0170  HISTORY     - 1963     MONUMENTED       CGS
 MD0170  HISTORY     - 1984     GOOD             USPSQD
 MD0170
 MD0170                          STATION DESCRIPTION
 MD0170
 MD0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0170'2.9 MI SE FROM FLORIDA.
 MD0170'FROM THE SOUTH END OF A STEEL BRIDGE OVER THE MAUMEE RIVER IN
 MD0170'FLORIDA, GO 2.9 MILES SOUTHEASTERLY ON COUNTY ROAD 18.  THE
 MD0170'BENCH MARK IS LOCATED AT THE JUNCTION OF COUNTY ROAD 18 AND STATE
 MD0170'HIGHWAY 281, 41.0 FEET WEST OF THE CENTER OF COUNTY ROAD 18, 31.5
 MD0170'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 281, 19.0 FEET
 MD0170'WEST OF THE CENTER OF A CORRUGATED STEEL CULVERT UNDER STATE
 MD0170'HIGHWAY 281, 7.3 FEET WEST OF A POWER LINE POLE WITH A GUY WIRE,
 MD0170'AND 1.6 FEET SOUTH OF A WITNESS POST.  THE DISK IS STAMPED
 MD0170'D 300 1963, SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT
 MD0170'PROJECTING 3 INCHES.
 MD0170
 MD0170                          STATION RECOVERY (1984)
 MD0170
 MD0170'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1410 ***********************************************************************
 MB1410  DESIGNATION -  D 301
 MB1410  PID         -  MB1410
 MB1410  STATE/COUNTY-  OH/SUMMIT
 MB1410  USGS QUAD   -  AKRON WEST (1994)
 MB1410
 MB1410                         *CURRENT SURVEY CONTROL
 MB1410  ___________________________________________________________________
 MB1410* NAD 83(1986)-  41 03 39.     (N)    081 33 01.     (W)     SCALED    
 MB1410* NAVD 88     -       302.321  (meters)     991.86   (feet)  ADJUSTED  
 MB1410  ___________________________________________________________________
 MB1410  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MB1410  DYNAMIC HT  -         302.187 (meters)     991.43  (feet)  COMP
 MB1410  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 MB1410
 MB1410  VERT ORDER  -  FIRST     CLASS II
 MB1410
 MB1410.The horizontal coordinates were scaled from a topographic map and have
 MB1410.an estimated accuracy of +/- 6 seconds.
 MB1410
 MB1410.The orthometric height was determined by differential leveling
 MB1410.and adjusted by the National Geodetic Survey in June 1991..
 MB1410
 MB1410.The geoid height was determined by GEOID03.
 MB1410
 MB1410.The dynamic height is computed by dividing the NAVD 88
 MB1410.geopotential number by the normal gravity value computed on the
 MB1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1410.degrees latitude (g = 980.6199 gals.).
 MB1410
 MB1410.The modeled gravity was interpolated from observed gravity values.
 MB1410
 MB1410;                    North         East    Units  Estimated Accuracy
 MB1410;SPC OH N     -   155,250.      679,830.      MT  (+/- 180 meters Scaled)
 MB1410
 MB1410                          SUPERSEDED SURVEY CONTROL
 MB1410
 MB1410  NGVD 29 (??/??/92)  302.518  (m)          992.51   (f) ADJ UNCH    1 2
 MB1410
 MB1410.Superseded values are not recommended for survey control.
 MB1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1410.See file dsdata.txt to determine how the superseded data were derived.
 MB1410
 MB1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF537456(NAD 83)
 MB1410_MARKER: DB = BENCH MARK DISK
 MB1410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1410_SP_SET: CON PILLAR
 MB1410_STAMPING: D 301 1963
 MB1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1410+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2006
 MB1410
 MB1410  HISTORY     - Date     Condition        Report By
 MB1410  HISTORY     - 1963     MONUMENTED       CGS
 MB1410  HISTORY     - 20060511 GOOD             GEOCAC
 MB1410
 MB1410                          STATION DESCRIPTION
 MB1410
 MB1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1410'AT AKRON.
 MB1410'AT AKRON, SET VERTICALLY IN THE NORTH CONCRETE PILLAR OF THE WEST
 MB1410'END OF THE EXPRESSWAY OVER MANCHESTER ROAD, AT THE JUNCTION OF
 MB1410'SOUTH STREET AND MANCHESTER ROAD, 75.0 FEET SOUTH OF THE CENTERLINE
 MB1410'OF SOUTH STREET, 7.4 FEET WEST OF THE WEST CURB OF MANCHESTER ROAD
 MB1410'AND 2.3 FEET ABOVE THE SIDEWALK.
 MB1410
 MB1410                          STATION RECOVERY (2006)
 MB1410
 MB1410'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1329 ***********************************************************************
 MB1329  DESIGNATION -  D 302
 MB1329  PID         -  MB1329
 MB1329  STATE/COUNTY-  OH/SUMMIT
 MB1329  USGS QUAD   -  PENINSULA (1994)
 MB1329
 MB1329                         *CURRENT SURVEY CONTROL
 MB1329  ___________________________________________________________________
 MB1329* NAD 83(1986)-  41 07 41.     (N)    081 31 30.     (W)     SCALED    
 MB1329* NAVD 88     -       279.806  (meters)     918.00   (feet)  ADJUSTED  
 MB1329  ___________________________________________________________________
 MB1329  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB1329  DYNAMIC HT  -         279.684 (meters)     917.60  (feet)  COMP
 MB1329  MODELED GRAV-     980,181.7   (mgal)                       NAVD 88
 MB1329
 MB1329  VERT ORDER  -  FIRST     CLASS II
 MB1329
 MB1329.The horizontal coordinates were scaled from a topographic map and have
 MB1329.an estimated accuracy of +/- 6 seconds.
 MB1329
 MB1329.The orthometric height was determined by differential leveling
 MB1329.and adjusted by the National Geodetic Survey in June 1991..
 MB1329
 MB1329.The geoid height was determined by GEOID03.
 MB1329
 MB1329.The dynamic height is computed by dividing the NAVD 88
 MB1329.geopotential number by the normal gravity value computed on the
 MB1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1329.degrees latitude (g = 980.6199 gals.).
 MB1329
 MB1329.The modeled gravity was interpolated from observed gravity values.
 MB1329
 MB1329;                    North         East    Units  Estimated Accuracy
 MB1329;SPC OH N     -   162,740.      681,870.      MT  (+/- 180 meters Scaled)
 MB1329
 MB1329                          SUPERSEDED SURVEY CONTROL
 MB1329
 MB1329  NGVD 29 (??/??/92)  280.003  (m)          918.64   (f) ADJ UNCH    1 2
 MB1329
 MB1329.Superseded values are not recommended for survey control.
 MB1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1329.See file dsdata.txt to determine how the superseded data were derived.
 MB1329
 MB1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF559531(NAD 83)
 MB1329_MARKER: DB = BENCH MARK DISK
 MB1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1329_STAMPING: D 302 1964
 MB1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1329+STABILITY: SURFACE MOTION
 MB1329
 MB1329  HISTORY     - Date     Condition        Report By
 MB1329  HISTORY     - 1964     MONUMENTED       CGS
 MB1329  HISTORY     - 1984     GOOD             LOCSUR
 MB1329
 MB1329                          STATION DESCRIPTION
 MB1329
 MB1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1329'AT AKRON.
 MB1329'AT AKRON, NEAR THE JUNCTION OF SACKETT AVENUE AND CUYAHOGA STREET,
 MB1329'ABOUT 0.9 MILE WEST ALONG SACKETT AVENUE FROM THE INTERSECTION OF
 MB1329'NORTH MAIN STREET, 50 FEET NORTHEAST OF THE CENTER OF THE
 MB1329'JUNCTION, 30 FEET NORTH OF THE CENTER LINE OF SACKETT AVENUE,
 MB1329'40 FEET EAST OF THE CENTER LINE OF CUYAHOGA STREET, 2 1/2 FEET
 MB1329'WEST OF A POWER POLE 39303, 78 FEET WEST OF A FIRE HYDRANT,
 MB1329'ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF A CONCRETE POST
 MB1329'PROJECTING 0.3 FOOT.
 MB1329
 MB1329                          STATION RECOVERY (1984)
 MB1329
 MB1329'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MB1329'AT AKRON NEAR THE JUNCTION OF SACKETT AVE. AND CUYAHOGA STREET, ABOUT
 MB1329'0.9 MILES WEST ALONG SACKETT AVE. FROM THE INTERSECTION OF NORTH MAIN
 MB1329'STREET, 50 FEET NORTHEAST OF THE CENTER OF THE JUNCTION APPROXIMATELY
 MB1329'30 FEET NORTH OF THE PAVE OF SACKETT AVE. 40 FEET EAST OF THE
 MB1329'CENTERLINE OF CUYAHOGA STREET, 7 FEET EAST OF A POWER POLE 115196,
 MB1329'APPROX. 92 FEET WEST OF A FIRE HYDRANT, ABOUT 1.5 FEET HIGHER THAN
 MB1329'THE JUNCTION OF THE TWO ROADS AND SET IN ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1212 ***********************************************************************
 MB1212  DESIGNATION -  D 303
 MB1212  PID         -  MB1212
 MB1212  STATE/COUNTY-  OH/SUMMIT
 MB1212  USGS QUAD   -  AKRON EAST (1964)
 MB1212
 MB1212                         *CURRENT SURVEY CONTROL
 MB1212  ___________________________________________________________________
 MB1212* NAD 83(1986)-  41 03 57.     (N)    081 26 23.     (W)     SCALED    
 MB1212* NAVD 88     -       325.242  (meters)    1067.06   (feet)  ADJUSTED  
 MB1212  ___________________________________________________________________
 MB1212  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MB1212  DYNAMIC HT  -         325.097 (meters)    1066.59  (feet)  COMP
 MB1212  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 MB1212
 MB1212  VERT ORDER  -  FIRST     CLASS II
 MB1212
 MB1212.The horizontal coordinates were scaled from a topographic map and have
 MB1212.an estimated accuracy of +/- 6 seconds.
 MB1212
 MB1212.The orthometric height was determined by differential leveling
 MB1212.and adjusted by the National Geodetic Survey in June 1991..
 MB1212
 MB1212.The geoid height was determined by GEOID03.
 MB1212
 MB1212.The dynamic height is computed by dividing the NAVD 88
 MB1212.geopotential number by the normal gravity value computed on the
 MB1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1212.degrees latitude (g = 980.6199 gals.).
 MB1212
 MB1212.The modeled gravity was interpolated from observed gravity values.
 MB1212
 MB1212;                    North         East    Units  Estimated Accuracy
 MB1212;SPC OH N     -   155,910.      689,110.      MT  (+/- 180 meters Scaled)
 MB1212
 MB1212                          SUPERSEDED SURVEY CONTROL
 MB1212
 MB1212  NGVD 29 (??/??/92)  325.435  (m)         1067.70   (f) ADJ UNCH    1 2
 MB1212
 MB1212.Superseded values are not recommended for survey control.
 MB1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1212.See file dsdata.txt to determine how the superseded data were derived.
 MB1212
 MB1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF630461(NAD 83)
 MB1212_MARKER: DB = BENCH MARK DISK
 MB1212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1212_SP_SET: ABUTMENT
 MB1212_STAMPING: D 303 1964
 MB1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1212
 MB1212  HISTORY     - Date     Condition        Report By
 MB1212  HISTORY     - 1964     MONUMENTED       CGS
 MB1212  HISTORY     - 1980     GOOD             LOCSUR
 MB1212  HISTORY     - 1989     GOOD             USPSQD
 MB1212
 MB1212                          STATION DESCRIPTION
 MB1212
 MB1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1212'AT AKRON.
 MB1212'AT AKRON, NEAR THE INTERSECTION OF DARROW ROAD AND GILCHRIST
 MB1212'ROAD, 195 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION,
 MB1212'10.5 FEET EAST OF THE EAST CURB OF DARROW ROAD, SET IN THE TOP
 MB1212'AT THE EAST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE OVER
 MB1212'EAST EXPRESSWAY, LITTLE CUYAHOGA RIVER AND THE AKRON CANTON
 MB1212'AND YOUNGSTOWN RAILROAD AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
 MB1212'THE ROAD.
 MB1212
 MB1212                          STATION RECOVERY (1980)
 MB1212
 MB1212'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MB1212'RECOVERED IN GOOD CONDITION.
 MB1212
 MB1212                          STATION RECOVERY (1989)
 MB1212
 MB1212'RECOVERY NOTE BY US POWER SQUADRON 1989 (KM)
 MB1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1233 ***********************************************************************
 KY1233  DESIGNATION -  D 304
 KY1233  PID         -  KY1233
 KY1233  STATE/COUNTY-  OH/STARK
 KY1233  USGS QUAD   -  ALLIANCE (1994)
 KY1233
 KY1233                         *CURRENT SURVEY CONTROL
 KY1233  ___________________________________________________________________
 KY1233* NAD 83(1986)-  40 55 24.     (N)    081 06 21.     (W)     SCALED    
 KY1233* NAVD 88     -       333.725  (meters)    1094.90   (feet)  ADJUSTED  
 KY1233  ___________________________________________________________________
 KY1233  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KY1233  DYNAMIC HT  -         333.567 (meters)    1094.38  (feet)  COMP
 KY1233  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 KY1233
 KY1233  VERT ORDER  -  FIRST     CLASS I
 KY1233
 KY1233.The horizontal coordinates were scaled from a topographic map and have
 KY1233.an estimated accuracy of +/- 6 seconds.
 KY1233
 KY1233.The orthometric height was determined by differential leveling
 KY1233.and adjusted by the National Geodetic Survey in June 1991..
 KY1233
 KY1233.The geoid height was determined by GEOID03.
 KY1233
 KY1233.The dynamic height is computed by dividing the NAVD 88
 KY1233.geopotential number by the normal gravity value computed on the
 KY1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1233.degrees latitude (g = 980.6199 gals.).
 KY1233
 KY1233.The modeled gravity was interpolated from observed gravity values.
 KY1233
 KY1233;                    North         East    Units  Estimated Accuracy
 KY1233;SPC OH N     -   140,490.      717,420.      MT  (+/- 180 meters Scaled)
 KY1233
 KY1233                          SUPERSEDED SURVEY CONTROL
 KY1233
 KY1233  NGVD 29 (??/??/92)  333.899  (m)         1095.47   (f) ADJ UNCH    1 1
 KY1233
 KY1233.Superseded values are not recommended for survey control.
 KY1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1233.See file dsdata.txt to determine how the superseded data were derived.
 KY1233
 KY1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF910302(NAD 83)
 KY1233_MARKER: DB = BENCH MARK DISK
 KY1233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1233_SP_SET: BRIDGE SEAT
 KY1233_STAMPING: D 304 1966
 KY1233_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1233
 KY1233  HISTORY     - Date     Condition        Report By
 KY1233  HISTORY     - 1966     MONUMENTED       CGS
 KY1233  HISTORY     - 19930427 GOOD             OHDT
 KY1233
 KY1233                          STATION DESCRIPTION
 KY1233
 KY1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1233'AT ALLIANCE.
 KY1233'AT ALLIANCE, 0.7 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1233'THE STATION, ABOUT 0.2 MILE EAST OF MILEPOST P 84, SET ON THE TOP
 KY1233'OF THE NORTH END OF THE BRIDGE SEAT FOR THE OVERPASS OVER UNION
 KY1233'AVENUE, IN SECTION 26, R 6 W, T 19 N, 7 FEET NORTH OF THE NORTH
 KY1233'RAIL, AND 6 FEET BELOW THE LEVEL OF THE TRACK.
 KY1233
 KY1233                          STATION RECOVERY (1993)
 KY1233
 KY1233'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (SJ)
 KY1233'--------REPORT BY ODOT----------YEAR 1993-------CONDITION - GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1254 ***********************************************************************
 KY1254  DESIGNATION -  D 305
 KY1254  PID         -  KY1254
 KY1254  STATE/COUNTY-  OH/STARK
 KY1254  USGS QUAD   -  CANTON EAST (1985)
 KY1254
 KY1254                         *CURRENT SURVEY CONTROL
 KY1254  ___________________________________________________________________
 KY1254* NAD 83(1986)-  40 50 11.     (N)    081 15 54.     (W)     SCALED    
 KY1254* NAVD 88     -       335.437  (meters)    1100.51   (feet)  ADJUSTED  
 KY1254  ___________________________________________________________________
 KY1254  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KY1254  DYNAMIC HT  -         335.278 (meters)    1099.99  (feet)  COMP
 KY1254  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 KY1254
 KY1254  VERT ORDER  -  FIRST     CLASS I
 KY1254
 KY1254.The horizontal coordinates were scaled from a topographic map and have
 KY1254.an estimated accuracy of +/- 6 seconds.
 KY1254
 KY1254.The orthometric height was determined by differential leveling
 KY1254.and adjusted by the National Geodetic Survey in June 1991..
 KY1254
 KY1254.The geoid height was determined by GEOID03.
 KY1254
 KY1254.The dynamic height is computed by dividing the NAVD 88
 KY1254.geopotential number by the normal gravity value computed on the
 KY1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1254.degrees latitude (g = 980.6199 gals.).
 KY1254
 KY1254.The modeled gravity was interpolated from observed gravity values.
 KY1254
 KY1254;                    North         East    Units  Estimated Accuracy
 KY1254;SPC OH N     -   130,630.      704,150.      MT  (+/- 180 meters Scaled)
 KY1254
 KY1254                          SUPERSEDED SURVEY CONTROL
 KY1254
 KY1254  NGVD 29 (??/??/92)  335.619  (m)         1101.11   (f) ADJ UNCH    1 1
 KY1254
 KY1254.Superseded values are not recommended for survey control.
 KY1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1254.See file dsdata.txt to determine how the superseded data were derived.
 KY1254
 KY1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF776206(NAD 83)
 KY1254_MARKER: DB = BENCH MARK DISK
 KY1254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1254_SP_SET: ABUTMENT
 KY1254_STAMPING: D 305 1966
 KY1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1254
 KY1254  HISTORY     - Date     Condition        Report By
 KY1254  HISTORY     - 1966     MONUMENTED       CGS
 KY1254  HISTORY     - 19911122 MARK NOT FOUND   OHDT
 KY1254  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KY1254
 KY1254                          STATION DESCRIPTION
 KY1254
 KY1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1254'AT LOUISVILLE.
 KY1254'AT LOUISVILLE, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 11 RAILS
 KY1254'SOUTHWEST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 153,
 KY1254'SET ON THE TOP OF THE NORTH END OF THE STONE BASE TO THE EAST
 KY1254'ABUTMENT TO AN OLD ABANDONED OVERPASS OVER THE TRACK (THE
 KY1254'NORTHEAST ONE OF TWO OLD ABANDONED OVERPASS), IN SECTION 28,
 KY1254'R 7 W, T 19 N, 23 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NEAR
 KY1254'TRACK, 7.5 FEET SOUTH OF THE NORTH END OF THE BASE AND 1 1/2 FEET
 KY1254'BELOW THE LEVEL OF THE TRACK.
 KY1254
 KY1254                          STATION RECOVERY (1991)
 KY1254
 KY1254'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 KY1254'----- REPORT BY ODOT ---------1991---------- CONDITION - UNKNOWN ----
 KY1254
 KY1254                          STATION RECOVERY (2004)
 KY1254
 KY1254'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1703 ***********************************************************************
 KY1703  DESIGNATION -  D 306
 KY1703  PID         -  KY1703
 KY1703  STATE/COUNTY-  OH/WAYNE
 KY1703  USGS QUAD   -  DOYLESTOWN (1994)
 KY1703
 KY1703                         *CURRENT SURVEY CONTROL
 KY1703  ___________________________________________________________________
 KY1703* NAD 83(1986)-  40 56 05.     (N)    081 39 15.     (W)     SCALED    
 KY1703* NAVD 88     -       329.274  (meters)    1080.29   (feet)  ADJUSTED  
 KY1703  ___________________________________________________________________
 KY1703  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KY1703  DYNAMIC HT  -         329.128 (meters)    1079.81  (feet)  COMP
 KY1703  MODELED GRAV-     980,172.9   (mgal)                       NAVD 88
 KY1703
 KY1703  VERT ORDER  -  FIRST     CLASS I
 KY1703
 KY1703.The horizontal coordinates were scaled from a topographic map and have
 KY1703.an estimated accuracy of +/- 6 seconds.
 KY1703
 KY1703.The orthometric height was determined by differential leveling
 KY1703.and adjusted by the National Geodetic Survey in June 1991..
 KY1703
 KY1703.The geoid height was determined by GEOID03.
 KY1703
 KY1703.The dynamic height is computed by dividing the NAVD 88
 KY1703.geopotential number by the normal gravity value computed on the
 KY1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1703.degrees latitude (g = 980.6199 gals.).
 KY1703
 KY1703.The modeled gravity was interpolated from observed gravity values.
 KY1703
 KY1703;                    North         East    Units  Estimated Accuracy
 KY1703;SPC OH N     -   141,160.      671,230.      MT  (+/- 180 meters Scaled)
 KY1703
 KY1703                          SUPERSEDED SURVEY CONTROL
 KY1703
 KY1703  NGVD 29 (??/??/92)  329.473  (m)         1080.95   (f) ADJ UNCH    1 1
 KY1703
 KY1703.Superseded values are not recommended for survey control.
 KY1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1703.See file dsdata.txt to determine how the superseded data were derived.
 KY1703
 KY1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF449317(NAD 83)
 KY1703_MARKER: DB = BENCH MARK DISK
 KY1703_SETTING: 66 = SET IN ROCK OUTCROP
 KY1703_SP_SET: ROCK LEDGE
 KY1703_STAMPING: D 306 1967
 KY1703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY1703+STABILITY: POSITION/ELEVATION WELL
 KY1703
 KY1703  HISTORY     - Date     Condition        Report By
 KY1703  HISTORY     - 1967     MONUMENTED       CGS
 KY1703  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KY1703
 KY1703                          STATION DESCRIPTION
 KY1703
 KY1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY1703'1 MI NW FROM WARWICK.
 KY1703'ABOUT 0.35 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1703'FROM THE SWITCH TOWER AT WARWICK, THENCE 0.6 MILE NORTH ALONG
 KY1703'U.S. HIGHWAY 21, SET ON THE TOP OF A ROCK LEDGE WHICH IS 12-FEET
 KY1703'LONG-3 WIDE AT THE WIDEST POINT AND IS AT THE BASE OF A ROCK
 KY1703'CUT WHICH IS ABOUT 0.5 MILE LONG AND 40 FEET HIGH, ABOUT 103 FEET
 KY1703'NORTH OF THE SOUTH END OF THE ROCK PART OF THE CUT, IN SECTION
 KY1703'24, R 11 W, T 18 N, 38 FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND
 KY1703'LANE OF THE HIGHWAY, 1 FOOT ABOVE AN ARROW CUT IN THE FACE OF THE
 KY1703'ROCK AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KY1703
 KY1703                          STATION RECOVERY (1987)
 KY1703
 KY1703'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1029 ***********************************************************************
 KZ1029  DESIGNATION -  D 307
 KZ1029  PID         -  KZ1029
 KZ1029  STATE/COUNTY-  OH/RICHLAND
 KZ1029  USGS QUAD   -  SHELBY (1980)
 KZ1029
 KZ1029                         *CURRENT SURVEY CONTROL
 KZ1029  ___________________________________________________________________
 KZ1029* NAD 83(1986)-  40 58 39.     (N)    082 40 31.     (W)     SCALED    
 KZ1029* NAVD 88     -       312.531  (meters)    1025.36   (feet)  ADJUSTED  
 KZ1029  ___________________________________________________________________
 KZ1029  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 KZ1029  DYNAMIC HT  -         312.385 (meters)    1024.88  (feet)  COMP
 KZ1029  MODELED GRAV-     980,147.9   (mgal)                       NAVD 88
 KZ1029
 KZ1029  VERT ORDER  -  FIRST     CLASS I
 KZ1029
 KZ1029.The horizontal coordinates were scaled from a topographic map and have
 KZ1029.an estimated accuracy of +/- 6 seconds.
 KZ1029
 KZ1029.The orthometric height was determined by differential leveling
 KZ1029.and adjusted by the National Geodetic Survey in June 1991..
 KZ1029
 KZ1029.The geoid height was determined by GEOID03.
 KZ1029
 KZ1029.The dynamic height is computed by dividing the NAVD 88
 KZ1029.geopotential number by the normal gravity value computed on the
 KZ1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1029.degrees latitude (g = 980.6199 gals.).
 KZ1029
 KZ1029.The modeled gravity was interpolated from observed gravity values.
 KZ1029
 KZ1029;                    North         East    Units  Estimated Accuracy
 KZ1029;SPC OH N     -   145,580.      585,250.      MT  (+/- 180 meters Scaled)
 KZ1029
 KZ1029                          SUPERSEDED SURVEY CONTROL
 KZ1029
 KZ1029  NGVD 29 (??/??/92)  312.690  (m)         1025.88   (f) ADJ UNCH    1 1
 KZ1029
 KZ1029.Superseded values are not recommended for survey control.
 KZ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1029.See file dsdata.txt to determine how the superseded data were derived.
 KZ1029
 KZ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF590376(NAD 83)
 KZ1029_MARKER: DB = BENCH MARK DISK
 KZ1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1029_STAMPING: D 307 1967
 KZ1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1029+STABILITY: SURFACE MOTION
 KZ1029
 KZ1029  HISTORY     - Date     Condition        Report By
 KZ1029  HISTORY     - 1967     MONUMENTED       CGS
 KZ1029  HISTORY     - 1987     GOOD             OHDT
 KZ1029
 KZ1029                          STATION DESCRIPTION
 KZ1029
 KZ1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1029'1.3 MI S FROM PLYMOUTH.
 KZ1029'ABOUT 1.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ1029'THE WEST BROADWAY OVERPASS AT PLYMOUTH, ABOUT 0.95 MILE SOUTH OF
 KZ1029'THE CROSSING OF THE AKRON, CANTON AND YOUNGSTOWN RAILROAD, 53 1/2
 KZ1029'FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF PARCEL ROAD,
 KZ1029'46.7 FEET EAST OF THE EAST RAIL, 24 1/2 FEET SOUTH OF THE CENTER
 KZ1029'LINE OF THE ROAD, 7 FEET SOUTHWEST OF A POWER LINE POLE, 1 FOOT
 KZ1029'WEST OF THE RIGHT-OF-WAY FENCE LINE, 1.5 FEET NORTH OF A METAL
 KZ1029'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 KZ1029'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 KZ1029'GROUND.
 KZ1029
 KZ1029                          STATION RECOVERY (1987)
 KZ1029
 KZ1029'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1583 ***********************************************************************
 KZ1583  DESIGNATION -  D 308
 KZ1583  PID         -  KZ1583
 KZ1583  STATE/COUNTY-  OH/DELAWARE
 KZ1583  USGS QUAD   -  POWELL (1988)
 KZ1583
 KZ1583                         *CURRENT SURVEY CONTROL
 KZ1583  ___________________________________________________________________
 KZ1583* NAD 83(1986)-  40 10 29.     (N)    083 00 28.     (W)     SCALED    
 KZ1583* NAVD 88     -       291.217  (meters)     955.43   (feet)  ADJUSTED  
 KZ1583  ___________________________________________________________________
 KZ1583  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KZ1583  DYNAMIC HT  -         291.064 (meters)     954.93  (feet)  COMP
 KZ1583  MODELED GRAV-     980,091.2   (mgal)                       NAVD 88
 KZ1583
 KZ1583  VERT ORDER  -  FIRST     CLASS I
 KZ1583
 KZ1583.The horizontal coordinates were scaled from a topographic map and have
 KZ1583.an estimated accuracy of +/- 6 seconds.
 KZ1583
 KZ1583.The orthometric height was determined by differential leveling
 KZ1583.and adjusted by the National Geodetic Survey in June 1991..
 KZ1583
 KZ1583.The geoid height was determined by GEOID03.
 KZ1583
 KZ1583.The dynamic height is computed by dividing the NAVD 88
 KZ1583.geopotential number by the normal gravity value computed on the
 KZ1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1583.degrees latitude (g = 980.6199 gals.).
 KZ1583
 KZ1583.The modeled gravity was interpolated from observed gravity values.
 KZ1583
 KZ1583;                    North         East    Units  Estimated Accuracy
 KZ1583;SPC OH N     -    56,550.      556,750.      MT  (+/- 180 meters Scaled)
 KZ1583
 KZ1583                          SUPERSEDED SURVEY CONTROL
 KZ1583
 KZ1583  NGVD 29 (??/??/92)  291.373  (m)          955.95   (f) ADJ UNCH    1 1
 KZ1583
 KZ1583.Superseded values are not recommended for survey control.
 KZ1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1583.See file dsdata.txt to determine how the superseded data were derived.
 KZ1583
 KZ1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE290490(NAD 83)
 KZ1583_MARKER: DB = BENCH MARK DISK
 KZ1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1583_STAMPING: D 308 1967
 KZ1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1583+STABILITY: SURFACE MOTION
 KZ1583
 KZ1583  HISTORY     - Date     Condition        Report By
 KZ1583  HISTORY     - 1967     MONUMENTED       CGS
 KZ1583  HISTORY     - 1990     GOOD             USPSQD
 KZ1583
 KZ1583                          STATION DESCRIPTION
 KZ1583
 KZ1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1583'5.9 MI N FROM WORTHINGTON.
 KZ1583'ABOUT 5.9 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KZ1583'CROSSING OF STATE HIGHWAY 161 AT WORTHINGTON, ABOUT 0.15 MILE
 KZ1583'NORTH OF MILEPOST 124, 63 FEET NORTHEAST OF THE CENTER OF THE
 KZ1583'CROSSING OF TOWNSHIP ROAD NO. 114, 46.2 FEET EAST OF THE EAST
 KZ1583'RAIL, 45 FEET NORTH OF THE CENTER LINE OF THE ROAD, 21 FEET
 KZ1583'NORTH OF A FENCE CORNER, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE
 KZ1583'LINE, 1.5 FEET SOUTH OF A METAL WITNESS POST, 4 FEET BELOW
 KZ1583'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 KZ1583'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 KZ1583
 KZ1583                          STATION RECOVERY (1990)
 KZ1583
 KZ1583'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0739 ***********************************************************************
 JY0739  DESIGNATION -  D 309
 JY0739  PID         -  JY0739
 JY0739  STATE/COUNTY-  OH/PICKAWAY
 JY0739  USGS QUAD   -  LOCKBOURNE (1992)
 JY0739
 JY0739                         *CURRENT SURVEY CONTROL
 JY0739  ___________________________________________________________________
 JY0739* NAD 83(1986)-  39 47 40.     (N)    082 57 25.     (W)     SCALED    
 JY0739* NAVD 88     -       219.848  (meters)     721.28   (feet)  ADJUSTED  
 JY0739  ___________________________________________________________________
 JY0739  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JY0739  DYNAMIC HT  -         219.721 (meters)     720.87  (feet)  COMP
 JY0739  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 JY0739
 JY0739  VERT ORDER  -  FIRST     CLASS I
 JY0739
 JY0739.The horizontal coordinates were scaled from a topographic map and have
 JY0739.an estimated accuracy of +/- 6 seconds.
 JY0739
 JY0739.The orthometric height was determined by differential leveling
 JY0739.and adjusted by the National Geodetic Survey in June 1991..
 JY0739
 JY0739.The geoid height was determined by GEOID03.
 JY0739
 JY0739.The dynamic height is computed by dividing the NAVD 88
 JY0739.geopotential number by the normal gravity value computed on the
 JY0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0739.degrees latitude (g = 980.6199 gals.).
 JY0739
 JY0739.The modeled gravity was interpolated from observed gravity values.
 JY0739
 JY0739;                    North         East    Units  Estimated Accuracy
 JY0739;SPC OH S     -   199,310.      560,870.      MT  (+/- 180 meters Scaled)
 JY0739
 JY0739                          SUPERSEDED SURVEY CONTROL
 JY0739
 JY0739  NGVD 29 (??/??/92)  220.018  (m)          721.84   (f) ADJ UNCH    1 1
 JY0739
 JY0739.Superseded values are not recommended for survey control.
 JY0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0739.See file dsdata.txt to determine how the superseded data were derived.
 JY0739
 JY0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE324067(NAD 83)
 JY0739_MARKER: DB = BENCH MARK DISK
 JY0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0739_SP_SET: PIER BASE
 JY0739_STAMPING: D 309 1967
 JY0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0739
 JY0739  HISTORY     - Date     Condition        Report By
 JY0739  HISTORY     - 1967     MONUMENTED       CGS
 JY0739
 JY0739                          STATION DESCRIPTION
 JY0739
 JY0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0739'1.5 MI N FROM DUVALL.
 JY0739'ABOUT 1.5 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0739'FROM THE CROSSING OF THE HARRISBURG-FAIRFIELD ROAD AT DUVALL,
 JY0739'0.15 MILE SOUTH OF MILEPOST N 690, AT THE CIRCLEVILLE, LOCKBOURNE
 JY0739'ROAD OVERPASS OVER THE TRACKS, SET VERTICALLY IN THE EAST FACE
 JY0739'AND AT THE CENTER OF THE NORTH CONCRETE BASE FOR THE NORTH STEEL
 JY0739'PIER OF THE 2ND PIER WEST OF THE EAST ABUTMENT OF THE OVERPASS,
 JY0739'35.9 FEET WEST OF THE WEST RAIL AND 1.3 FEET ABOVE THE LEVEL
 JY0739'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1060 ***********************************************************************
 KZ1060  DESIGNATION -  D 310
 KZ1060  PID         -  KZ1060
 KZ1060  STATE/COUNTY-  OH/RICHLAND
 KZ1060  USGS QUAD   -  CRESTLINE (1982)
 KZ1060
 KZ1060                         *CURRENT SURVEY CONTROL
 KZ1060  ___________________________________________________________________
 KZ1060* NAD 83(1986)-  40 50 09.     (N)    082 41 55.     (W)     SCALED    
 KZ1060* NAVD 88     -       347.817  (meters)    1141.13   (feet)  ADJUSTED  
 KZ1060  ___________________________________________________________________
 KZ1060  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KZ1060  DYNAMIC HT  -         347.647 (meters)    1140.57  (feet)  COMP
 KZ1060  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 KZ1060
 KZ1060  VERT ORDER  -  FIRST     CLASS I
 KZ1060
 KZ1060.The horizontal coordinates were scaled from a topographic map and have
 KZ1060.an estimated accuracy of +/- 6 seconds.
 KZ1060
 KZ1060.The orthometric height was determined by differential leveling
 KZ1060.and adjusted by the National Geodetic Survey in June 1991..
 KZ1060
 KZ1060.The geoid height was determined by GEOID03.
 KZ1060
 KZ1060.The dynamic height is computed by dividing the NAVD 88
 KZ1060.geopotential number by the normal gravity value computed on the
 KZ1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1060.degrees latitude (g = 980.6199 gals.).
 KZ1060
 KZ1060.The modeled gravity was interpolated from observed gravity values.
 KZ1060
 KZ1060;                    North         East    Units  Estimated Accuracy
 KZ1060;SPC OH N     -   129,850.      583,250.      MT  (+/- 180 meters Scaled)
 KZ1060
 KZ1060                          SUPERSEDED SURVEY CONTROL
 KZ1060
 KZ1060  NGVD 29 (??/??/92)  347.956  (m)         1141.59   (f) ADJ UNCH    1 1
 KZ1060
 KZ1060.Superseded values are not recommended for survey control.
 KZ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1060.See file dsdata.txt to determine how the superseded data were derived.
 KZ1060
 KZ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF567219(NAD 83)
 KZ1060_MARKER: DB = BENCH MARK DISK
 KZ1060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ1060_SP_SET: 32 FEET
 KZ1060_STAMPING: D 310 1967
 KZ1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1060
 KZ1060  HISTORY     - Date     Condition        Report By
 KZ1060  HISTORY     - 1967     MONUMENTED       CGS
 KZ1060  HISTORY     - 1987     GOOD             OHDT
 KZ1060  HISTORY     - 1991     GOOD             USPSQD
 KZ1060
 KZ1060                          STATION DESCRIPTION
 KZ1060
 KZ1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1060'4.4 MI SW FROM SHELBY.
 KZ1060'ABOUT 4.4 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1060'FROM THE STATION AT SHELBY, ABOUT 0.45 MILE NORTHEAST OF MILEPOST
 KZ1060'72, 87 FEET WEST OF THE CENTER OF THE CROSSING OF SETTLEMENT
 KZ1060'ROAD EAST AND THE SOUTHBOUND TRACK, 44 FEET SOUTH OF THE
 KZ1060'CENTER LINE OF THE ROAD, 27 FEET SOUTHWEST OF A TELEPHONE POLE
 KZ1060'AND A FENCE CORNER, 1 FOOT SOUTHEAST OF A RIGHT-OF-WAY FENCE LINE,
 KZ1060'1.2 FEET SOUTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE
 KZ1060'LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 KZ1060'ROD PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND AND
 KZ1060'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 5 INCHES ABOVE
 KZ1060'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32
 KZ1060'FEET.
 KZ1060
 KZ1060                          STATION RECOVERY (1987)
 KZ1060
 KZ1060'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DD)
 KZ1060'RECOVERED IN GOOD CONDITION.
 KZ1060
 KZ1060                          STATION RECOVERY (1991)
 KZ1060
 KZ1060'RECOVERY NOTE BY US POWER SQUADRON 1991 (TF)
 KZ1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0959 ***********************************************************************
 JY0959  DESIGNATION -  D 311
 JY0959  PID         -  JY0959
 JY0959  STATE/COUNTY-  OH/PIKE
 JY0959  USGS QUAD   -  PIKETON (1979)
 JY0959
 JY0959                         *CURRENT SURVEY CONTROL
 JY0959  ___________________________________________________________________
 JY0959* NAD 83(1986)-  39 03 50.     (N)    083 00 51.     (W)     SCALED    
 JY0959* NAVD 88     -       175.310  (meters)     575.16   (feet)  ADJUSTED  
 JY0959  ___________________________________________________________________
 JY0959  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JY0959  DYNAMIC HT  -         175.202 (meters)     574.81  (feet)  COMP
 JY0959  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 JY0959
 JY0959  VERT ORDER  -  FIRST     CLASS I
 JY0959
 JY0959.The horizontal coordinates were scaled from a topographic map and have
 JY0959.an estimated accuracy of +/- 6 seconds.
 JY0959
 JY0959.The orthometric height was determined by differential leveling
 JY0959.and adjusted by the National Geodetic Survey in June 1991..
 JY0959
 JY0959.The geoid height was determined by GEOID03.
 JY0959
 JY0959.The dynamic height is computed by dividing the NAVD 88
 JY0959.geopotential number by the normal gravity value computed on the
 JY0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0959.degrees latitude (g = 980.6199 gals.).
 JY0959
 JY0959.The modeled gravity was interpolated from observed gravity values.
 JY0959
 JY0959;                    North         East    Units  Estimated Accuracy
 JY0959;SPC OH S     -   118,230.      555,500.      MT  (+/- 180 meters Scaled)
 JY0959
 JY0959                          SUPERSEDED SURVEY CONTROL
 JY0959
 JY0959  NGVD 29 (??/??/92)  175.472  (m)          575.69   (f) ADJ UNCH    1 1
 JY0959
 JY0959.Superseded values are not recommended for survey control.
 JY0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0959.See file dsdata.txt to determine how the superseded data were derived.
 JY0959
 JY0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD257257(NAD 83)
 JY0959_MARKER: DB = BENCH MARK DISK
 JY0959_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JY0959_SP_SET: 14 FEET
 JY0959_STAMPING: D 311 1967
 JY0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0959
 JY0959  HISTORY     - Date     Condition        Report By
 JY0959  HISTORY     - 1967     MONUMENTED       CGS
 JY0959
 JY0959                          STATION DESCRIPTION
 JY0959
 JY0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0959'AT PIKETON.
 JY0959'AT PIKETON, ALONG THE NORFOLK AND WESTERN RAILWAY, 612 FEET
 JY0959'SOUTHWEST OF MILEPOST N 631, AT THE CROSSING OF MILL STREET,
 JY0959'158 FEET NORTHEAST OF AND ACROSS THE TRACKS AND MILL STREET FROM
 JY0959'THE EAST CORNER OF THE RAILWAY STATION, 37 FEET SOUTHEAST OF
 JY0959'THE CENTER OF THE CROSSING OF MILL STREET AND THE SOUTHEAST
 JY0959'TRACK, 30 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET NORTHEAST
 JY0959'OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A METAL WITNESS POST,
 JY0959'ABOUT LEVEL WITH THE TRACK AND IS A DISK ON THE TOP OF A
 JY0959'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED
 JY0959'BY A 6 INCH METAL PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL
 JY0959'OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 14
 JY0959'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0472 ***********************************************************************
 MC0472  DESIGNATION -  D 312
 MC0472  PID         -  MC0472
 MC0472  STATE/COUNTY-  OH/SENECA
 MC0472  USGS QUAD   -  BASCOM (1972)
 MC0472
 MC0472                         *CURRENT SURVEY CONTROL
 MC0472  ___________________________________________________________________
 MC0472* NAD 83(1986)-  41 08 24.     (N)    083 19 27.     (W)     SCALED    
 MC0472* NAVD 88     -       233.670  (meters)     766.63   (feet)  ADJUSTED  
 MC0472  ___________________________________________________________________
 MC0472  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 MC0472  DYNAMIC HT  -         233.568 (meters)     766.30  (feet)  COMP
 MC0472  MODELED GRAV-     980,181.6   (mgal)                       NAVD 88
 MC0472
 MC0472  VERT ORDER  -  FIRST     CLASS I
 MC0472
 MC0472.The horizontal coordinates were scaled from a topographic map and have
 MC0472.an estimated accuracy of +/- 6 seconds.
 MC0472
 MC0472.The orthometric height was determined by differential leveling
 MC0472.and adjusted by the National Geodetic Survey in April 1995..
 MC0472
 MC0472.The geoid height was determined by GEOID03.
 MC0472
 MC0472.The dynamic height is computed by dividing the NAVD 88
 MC0472.geopotential number by the normal gravity value computed on the
 MC0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0472.degrees latitude (g = 980.6199 gals.).
 MC0472
 MC0472.The modeled gravity was interpolated from observed gravity values.
 MC0472
 MC0472;                    North         East    Units  Estimated Accuracy
 MC0472;SPC OH N     -   163,940.      530,810.      MT  (+/- 180 meters Scaled)
 MC0472
 MC0472                          SUPERSEDED SURVEY CONTROL
 MC0472
 MC0472  NAVD 88 (??/??/92)  233.664  (m)          766.61   (f) UNKNOWN     1 1
 MC0472  NGVD 29 (01/19/93)  233.856  (m)          767.24   (f) ADJUSTED    1 1
 MC0472
 MC0472.Superseded values are not recommended for survey control.
 MC0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0472.See file dsdata.txt to determine how the superseded data were derived.
 MC0472
 MC0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF049569(NAD 83)
 MC0472_MARKER: DB = BENCH MARK DISK
 MC0472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MC0472_SP_SET: COPPER-CLAD STEEL ROD
 MC0472_STAMPING: D 312 1968
 MC0472_MARK LOGO: CGS   
 MC0472_PROJECTION: PROJECTING 20 CENTIMETERS
 MC0472_MAGNETIC: I = MARKER IS A STEEL ROD
 MC0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0472+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0472_ROD/PIPE-DEPTH: 4.6  meters
 MC0472
 MC0472  HISTORY     - Date     Condition        Report By
 MC0472  HISTORY     - 1968     MONUMENTED       CGS
 MC0472  HISTORY     - 19921022 GOOD             NGS
 MC0472
 MC0472                          STATION DESCRIPTION
 MC0472
 MC0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0472'2 MI W FROM BASCOM.
 MC0472'ABOUT 2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0472'THE CROSSING OF STATE HIGHWAY 635 AT BASCOM, IN SECTION 11, R13E,
 MC0472'T2N, 110 FEET NORTH OF AND ACROSS THE TRACK FROM BENCH MARK
 MC0472'J 172 DESCRIBED, AT MILEPOLE 32-01, 74 1/2 FEET NORTHWEST OF THE
 MC0472'CENTER OF THE CROSSING OF COUNTY ROAD NO. 5 AND THE WESTBOUND
 MC0472'TRACK, 61 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK,
 MC0472'26 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTH
 MC0472'OF THE WEST END OF A 24-INCH PIPE CULVERT UNDER THE ROAD, 1 1/2
 MC0472'FEET SOUTHEAST OF A POWER LINE TOWER BRACE POLE, ABOUT 6 FEET
 MC0472'BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER
 MC0472'COATED STEEL ROD PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 MC0472'GROUND AND IS PROTECTED BY A 4-INCH METAL PIPE WHICH PROJECTS
 MC0472'6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 MC0472'REFUSAL AT A DEPTH OF 15 FEET.
 MC0472
 MC0472                          STATION RECOVERY (1992)
 MC0472
 MC0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0472'7.9 KM (4.90 MI)  EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0472'JUNCTION OF U.S. HIGHWAY 23 IN FOSTORIA, 33.5 M (109.9 FT)  NORTH OF
 MC0472'BENCH MARK J 172, 19.6 M (64.3 FT)  NORTH OF THE NEAR RAIL, 2.0 M
 MC0472'(6.6 FT)  BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT)
 MC0472'SOUTH-SOUTHEAST OF A UTILITY POLE WITH A GUY CABLE, AND 0.2 M
 MC0472'(0.7 FT)  SOUTHEAST OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN A
 MC0472'4-INCH METAL PIPE AND PROJECTS 0.1 M (0.3 FT)  ABOVE THE GROUND
 MC0472'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0266 ***********************************************************************
 MC0266  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0266  DESIGNATION -  D 313
 MC0266  PID         -  MC0266
 MC0266  STATE/COUNTY-  OH/LUCAS
 MC0266  USGS QUAD   -  OREGON (1995)
 MC0266
 MC0266                         *CURRENT SURVEY CONTROL
 MC0266  ___________________________________________________________________
 MC0266* NAD 83(1986)-  41 41 42.     (N)    083 28 49.     (W)     SCALED    
 MC0266* NAVD 88     -       176.984  (meters)     580.65   (feet)  ADJUSTED  
 MC0266  ___________________________________________________________________
 MC0266  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC0266  DYNAMIC HT  -         176.916 (meters)     580.43  (feet)  COMP
 MC0266  MODELED GRAV-     980,235.2   (mgal)                       NAVD 88
 MC0266
 MC0266  VERT ORDER  -  FIRST     CLASS I
 MC0266
 MC0266.The horizontal coordinates were scaled from a topographic map and have
 MC0266.an estimated accuracy of +/- 6 seconds.
 MC0266
 MC0266.The orthometric height was determined by differential leveling
 MC0266.and adjusted by the National Geodetic Survey in January 1994..
 MC0266
 MC0266.This Tidal Bench Mark is designated as VM 12848
 MC0266.by the Center for Operational Oceanographic Products and Services.
 MC0266
 MC0266.The geoid height was determined by GEOID03.
 MC0266
 MC0266.The dynamic height is computed by dividing the NAVD 88
 MC0266.geopotential number by the normal gravity value computed on the
 MC0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0266.degrees latitude (g = 980.6199 gals.).
 MC0266
 MC0266.The modeled gravity was interpolated from observed gravity values.
 MC0266
 MC0266;                    North         East    Units  Estimated Accuracy
 MC0266;SPC OH N     -   225,700.      518,400.      MT  (+/- 180 meters Scaled)
 MC0266
 MC0266                          SUPERSEDED SURVEY CONTROL
 MC0266
 MC0266  NAVD 88 (06/15/91)  176.989  (m)          580.67   (f) UNKNOWN     1 1
 MC0266  NGVD 29 (06/03/92)  177.180  (m)          581.30   (f) ADJUSTED    1 1
 MC0266
 MC0266.Superseded values are not recommended for survey control.
 MC0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0266.See file dsdata.txt to determine how the superseded data were derived.
 MC0266
 MC0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG936188(NAD 83)
 MC0266_MARKER: DB = BENCH MARK DISK
 MC0266_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0266_SP_SET: FOOTING
 MC0266_STAMPING: D 313 1968
 MC0266_MARK LOGO: CGS   
 MC0266_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0266+STABILITY: SURFACE MOTION
 MC0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0266+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2003
 MC0266
 MC0266  HISTORY     - Date     Condition        Report By
 MC0266  HISTORY     - 1968     MONUMENTED       CGS
 MC0266  HISTORY     - 1980     GOOD             NGS
 MC0266  HISTORY     - 1985     GOOD             USPSQD
 MC0266  HISTORY     - 1987     GOOD             USPSQD
 MC0266  HISTORY     - 1989     GOOD             USPSQD
 MC0266  HISTORY     - 1990     GOOD             USPSQD
 MC0266  HISTORY     - 19930715 GOOD             NGS
 MC0266  HISTORY     - 20031121 GOOD             USPSQD
 MC0266
 MC0266                          STATION DESCRIPTION
 MC0266
 MC0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0266'AT TOLEDO.
 MC0266'AT TOLEDO, ALONG SUMMIT STREET, IN THE NORTHEAST PART OF THE
 MC0266'CITY, ABOUT 0.4 MILE NORTHEAST ALONG SUMMIT STREET FROM THE
 MC0266'JUNCTION OF MANHATTAN BLVD, ABOUT 0.15 MILE WEST OF THE WEST
 MC0266'CORNER OF THE TOLEDO YATCH BASIN, NEAR THE JUNCTION OF  BLACK
 MC0266'TOP STREET LEADING EAST TO THE YATCH BASIN, THE U.S. NAVAL AND
 MC0266'MARINE RESERVE TRAINING CENTER, U.S. COAST GUARD AND THE U.S.
 MC0266'CORP OF ENGINEERS, SET ON THE TOP OF THE WEST CORNER OF A 1 1/2
 MC0266'FOOT SQUARE CONCRETE BASE FOR A STEEL STREET LIGHT POLE, 55
 MC0266'FEET SOUTHEAST OF THE CENTER LINE OF SUMMIT STREET, 27 FEET
 MC0266'NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD AND ABOUT LEVEL
 MC0266'WITH THE STREET.
 MC0266
 MC0266                          STATION RECOVERY (1980)
 MC0266
 MC0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0266'RECOVERED IN GOOD CONDITION.
 MC0266
 MC0266                          STATION RECOVERY (1985)
 MC0266
 MC0266'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0266'RECOVERED IN GOOD CONDITION.
 MC0266
 MC0266                          STATION RECOVERY (1987)
 MC0266
 MC0266'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0266'RECOVERED IN GOOD CONDITION.
 MC0266
 MC0266                          STATION RECOVERY (1989)
 MC0266
 MC0266'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 MC0266'RECOVERED IN GOOD CONDITION.
 MC0266
 MC0266                          STATION RECOVERY (1990)
 MC0266
 MC0266'RECOVERY NOTE BY US POWER SQUADRON 1990 (MS)
 MC0266'RECOVERED IN GOOD CONDITION.
 MC0266
 MC0266                          STATION RECOVERY (1993)
 MC0266
 MC0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0266'5.0 KM (3.10 MI) NORTHEASTERLY ALONG SUMMIT STREET FROM THE JUNCTION
 MC0266'OF INTERSTATE HIGHWAY 280 IN TOLEDO, IN TOP OF AND 0.2 M (0.7 FT)
 MC0266'SOUTHEAST OF THE NORTHWEST CORNER OF A CONCRETE FOOTING FOR A STREET
 MC0266'LIGHT POLE, 17.3 M (56.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 MC0266'STREET, 4.5 M (14.8 FT) NORTH OF THE CENTER OF THE ENTRANCE ROAD
 MC0266'LEADING TO THE TOLEDO YACHT CLUB, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 MC0266'THE STREET, 0.1 M (0.3 FT) SOUTHWEST OF THE UTILITY POLE, AND
 MC0266'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 MC0266
 MC0266                          STATION RECOVERY (2003)
 MC0266
 MC0266'RECOVERY NOTE BY US POWER SQUADRON 2003 (MS)
 MC0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0092 ***********************************************************************
 MD0092  DESIGNATION -  D 314
 MD0092  PID         -  MD0092
 MD0092  STATE/COUNTY-  OH/PUTNAM
 MD0092  USGS QUAD   -  OTTAWA (1977)
 MD0092
 MD0092                         *CURRENT SURVEY CONTROL
 MD0092  ___________________________________________________________________
 MD0092* NAD 83(1986)-  41 05 38.     (N)    084 03 14.     (W)     SCALED    
 MD0092* NAVD 88     -       227.821  (meters)     747.44   (feet)  ADJUSTED  
 MD0092  ___________________________________________________________________
 MD0092  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 MD0092  DYNAMIC HT  -         227.714 (meters)     747.09  (feet)  COMP
 MD0092  MODELED GRAV-     980,148.0   (mgal)                       NAVD 88
 MD0092
 MD0092  VERT ORDER  -  FIRST     CLASS I
 MD0092
 MD0092.The horizontal coordinates were scaled from a topographic map and have
 MD0092.an estimated accuracy of +/- 6 seconds.
 MD0092
 MD0092.The orthometric height was determined by differential leveling
 MD0092.and adjusted by the National Geodetic Survey in April 1995..
 MD0092
 MD0092.The geoid height was determined by GEOID03.
 MD0092
 MD0092.The dynamic height is computed by dividing the NAVD 88
 MD0092.geopotential number by the normal gravity value computed on the
 MD0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0092.degrees latitude (g = 980.6199 gals.).
 MD0092
 MD0092.The modeled gravity was interpolated from observed gravity values.
 MD0092
 MD0092;                    North         East    Units  Estimated Accuracy
 MD0092;SPC OH N     -   159,650.      469,460.      MT  (+/- 180 meters Scaled)
 MD0092
 MD0092                          SUPERSEDED SURVEY CONTROL
 MD0092
 MD0092  NAVD 88 (06/15/91)  227.818  (m)          747.43   (f) UNKNOWN     1 1
 MD0092  NGVD 29 (01/19/93)  228.009  (m)          748.06   (f) ADJUSTED    1 1
 MD0092
 MD0092.Superseded values are not recommended for survey control.
 MD0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0092.See file dsdata.txt to determine how the superseded data were derived.
 MD0092
 MD0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL474533(NAD 83)
 MD0092_MARKER: DB = BENCH MARK DISK
 MD0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0092_SP_SET: CONCRETE POST
 MD0092_STAMPING: D 314 1968
 MD0092_MARK LOGO: CGS   
 MD0092_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0092+STABILITY: SURFACE MOTION
 MD0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0092+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0092
 MD0092  HISTORY     - Date     Condition        Report By
 MD0092  HISTORY     - 1968     MONUMENTED       CGS
 MD0092  HISTORY     - 19921020 GOOD             NGS
 MD0092
 MD0092                          STATION DESCRIPTION
 MD0092
 MD0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0092'3.6 MI W FROM LEIPSIC.
 MD0092'ABOUT 3.55 MILES WEST ALONG STATE HIGHWAY 113 FROM THE CROSSING
 MD0092'OF THE DETROIT, TOLEDO AND IRONTON RAILROAD AT LEIPSIC, ABOUT
 MD0092'1.0 MILE SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 109, 146
 MD0092'YARDS SOUTH OF THE JUNCTION OF THE HIGHWAY AND COUNTY ROAD NO.
 MD0092'10 LEADING SOUTH, 123 FEET NORTHEAST OF AND ACROSS THE COUNTY
 MD0092'ROAD FROM THE NORTHEAST CORNER OF A BRICK RESIDENCE, 27 FEET
 MD0092'EAST OF THE CENTER LINE OF THE COUNTY ROAD, 2 FEET NORTH OF THE
 MD0092'EXTENDED CENTER LINE OF THE HIGHWAY, 3 1/2 FEET NORTH OF A POWER
 MD0092'LINE POLE, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 MD0092'WITH THE COUNTY ROAD AND SET IN THE TOP OF A CONCRETE POST
 MD0092'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.  IN SECTION
 MD0092'27, R 7 E, T 2N.
 MD0092
 MD0092                          STATION RECOVERY (1992)
 MD0092
 MD0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0092'6.6 KM (4.10 MI) WESTERLY ALONG STATE HIGHWAY 613 FROM THE JUNCTION
 MD0092'OF STATE HIGHWAY 65 IN LEIPSIC, 150.0 M (492.1 FT) SOUTH OF THE
 MD0092'HIGHWAY CENTERLINE, 7.9 M (25.9 FT) EAST OF THE CENTER OF COUNTY ROAD
 MD0092'10, 7.3 M (24.0 FT) SOUTH OF UNDERGROUND CABLE JUNCTION BOX NUMBER
 MD0092'700 22, 2.8 M (9.2 FT) SOUTH OF THE EXTENDED CENTER OF A PAVED ROAD,
 MD0092'1.2 M (3.9 FT) NORTH OF A T-JUNCTION UTILITY POLE WITH 3 GUY CABLES,
 MD0092'0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1
 MD0092'M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0236 ***********************************************************************
 MD0236  DESIGNATION -  D 315
 MD0236  PID         -  MD0236
 MD0236  STATE/COUNTY-  OH/PAULDING
 MD0236  USGS QUAD   -  PAYNE (1973)
 MD0236
 MD0236                         *CURRENT SURVEY CONTROL
 MD0236  ___________________________________________________________________
 MD0236* NAD 83(1986)-  41 05 00.     (N)    084 39 18.     (W)     SCALED    
 MD0236* NAVD 88     -       224.617  (meters)     736.93   (feet)  ADJUSTED  
 MD0236  ___________________________________________________________________
 MD0236  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MD0236  DYNAMIC HT  -         224.523 (meters)     736.62  (feet)  COMP
 MD0236  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 MD0236
 MD0236  VERT ORDER  -  FIRST     CLASS I
 MD0236
 MD0236.The horizontal coordinates were scaled from a topographic map and have
 MD0236.an estimated accuracy of +/- 6 seconds.
 MD0236
 MD0236.The orthometric height was determined by differential leveling
 MD0236.and adjusted by the National Geodetic Survey in June 1991..
 MD0236
 MD0236.The geoid height was determined by GEOID03.
 MD0236
 MD0236.The dynamic height is computed by dividing the NAVD 88
 MD0236.geopotential number by the normal gravity value computed on the
 MD0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0236.degrees latitude (g = 980.6199 gals.).
 MD0236
 MD0236.The modeled gravity was interpolated from observed gravity values.
 MD0236
 MD0236;                    North         East    Units  Estimated Accuracy
 MD0236;SPC OH N     -   159,550.      418,950.      MT  (+/- 180 meters Scaled)
 MD0236
 MD0236                          SUPERSEDED SURVEY CONTROL
 MD0236
 MD0236  NGVD 29 (01/19/93)  224.769  (m)          737.43   (f) ADJUSTED    1 1
 MD0236
 MD0236.Superseded values are not recommended for survey control.
 MD0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0236.See file dsdata.txt to determine how the superseded data were derived.
 MD0236
 MD0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL969506(NAD 83)
 MD0236_MARKER: DB = BENCH MARK DISK
 MD0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0236_SP_SET: CONCRETE POST
 MD0236_STAMPING: D 315 1968
 MD0236_MARK LOGO: CGS   
 MD0236_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0236+STABILITY: SURFACE MOTION
 MD0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0236+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0236
 MD0236  HISTORY     - Date     Condition        Report By
 MD0236  HISTORY     - 1968     MONUMENTED       CGS
 MD0236  HISTORY     - 19921020 GOOD             NGS
 MD0236
 MD0236                          STATION DESCRIPTION
 MD0236
 MD0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0236'3.8 MI W FROM LATTY.
 MD0236'ABOUT 3.75 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 MD0236'THE CROSSING OF THE PENN CENTRAL RAILROAD AT LATTY, 1.25 MILE
 MD0236'WEST OF THE CROSSING OF COUNTY ROAD 87 AT BRICETON, ABOUT 0.75
 MD0236'MILE EAST OF THE CROSSING OF COUNTY ROAD 71 AT WORSTVILLE, 357
 MD0236'FEET NORTHEAST OF MILEPOST 346-177, AT A FARM ROAD CROSSING, 93
 MD0236'FEET NORTHEAST OF THE CENTER OF THE FARM ROAD CROSSING THE
 MD0236'TRACK, 77 FEET EAST OF THE CENTER LINE OF THE ROAD, 46 FEET NORTH
 MD0236'OF THE NORTH RAIL, 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE
 MD0236'LINE, 2 FEET WEST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL
 MD0236'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD0236'6 INCHES ABOVE THE LEVEL OF THE GROUND.  IN SECTION 32, R2E, T2N.
 MD0236
 MD0236                          STATION RECOVERY (1992)
 MD0236
 MD0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0236'5.3 KM (3.30 MI) EASTERLY ALONG STATE HIGHWAY 613 FROM THE POST
 MD0236'OFFICE IN PAYNE, THENCE 1.0 KM (0.60 MI) SOUTHERLY ALONG COUNTY ROAD
 MD0236'71, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG THE NORFOLK SOUTHERN
 MD0236'RAILROAD, 22.4 M (73.5 FT) EAST OF THE CENTER OF A TRACK ROAD, 14.0 M
 MD0236'(45.9 FT) NORTH OF THE NEAR RAIL, 1.5 M (4.9 FT) BELOW THE LEVEL OF
 MD0236'THE TRACK, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 MD0236'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1024 ***********************************************************************
 MC1024  DESIGNATION -  D 316
 MC1024  PID         -  MC1024
 MC1024  STATE/COUNTY-  OH/OTTAWA
 MC1024  USGS QUAD   -  WALBRIDGE (1994)
 MC1024
 MC1024                         *CURRENT SURVEY CONTROL
 MC1024  ___________________________________________________________________
 MC1024* NAD 83(1986)-  41 33 25.     (N)    083 22 41.     (W)     SCALED    
 MC1024* NAVD 88     -       186.152  (meters)     610.73   (feet)  ADJUSTED  
 MC1024  ___________________________________________________________________
 MC1024  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC1024  DYNAMIC HT  -         186.078 (meters)     610.49  (feet)  COMP
 MC1024  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
 MC1024
 MC1024  VERT ORDER  -  FIRST     CLASS II
 MC1024
 MC1024.The horizontal coordinates were scaled from a topographic map and have
 MC1024.an estimated accuracy of +/- 6 seconds.
 MC1024
 MC1024.The orthometric height was determined by differential leveling
 MC1024.and adjusted by the National Geodetic Survey in June 1991..
 MC1024
 MC1024.The geoid height was determined by GEOID03.
 MC1024
 MC1024.The dynamic height is computed by dividing the NAVD 88
 MC1024.geopotential number by the normal gravity value computed on the
 MC1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1024.degrees latitude (g = 980.6199 gals.).
 MC1024
 MC1024.The modeled gravity was interpolated from observed gravity values.
 MC1024
 MC1024;                    North         East    Units  Estimated Accuracy
 MC1024;SPC OH N     -   210,280.      526,750.      MT  (+/- 180 meters Scaled)
 MC1024
 MC1024                          SUPERSEDED SURVEY CONTROL
 MC1024
 MC1024  NGVD 29 (06/03/92)  186.351  (m)          611.39   (f) ADJUSTED    1 2
 MC1024
 MC1024.Superseded values are not recommended for survey control.
 MC1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1024.See file dsdata.txt to determine how the superseded data were derived.
 MC1024
 MC1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG016033(NAD 83)
 MC1024_MARKER: I = METAL ROD
 MC1024_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1024_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1024_STAMPING: D 316 1980
 MC1024_PROJECTION: FLUSH
 MC1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC1024+STABILITY: POSITION/ELEVATION WELL
 MC1024_ROD/PIPE-DEPTH: 9.1  meters
 MC1024_SLEEVE-DEPTH  : 6.1 meters
 MC1024
 MC1024  HISTORY     - Date     Condition        Report By
 MC1024  HISTORY     - 1980     MONUMENTED       NGS
 MC1024  HISTORY     - 20040728 MARK NOT FOUND   OHDT
 MC1024
 MC1024                          STATION DESCRIPTION
 MC1024
 MC1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1024'2.15 KM WEST FROM CLAY CENTER.
 MC1024'1.60 KILOMETERS (1.0 MILE) WEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC1024'THE CROSSING OF CLAY CENTER ROAD AT CLAY CENTER, THENCE O.55 KILOMETER
 MC1024'(0.35 MILE) SOUTH ALONG REIMAN ROAD, SET IN THE LAWN ON THE NORTH SIDE
 MC1024'OF A TWO-STORY FRAME HOUSE, 0.25 KILOMETERS (0.15 MILE) SOUTH OF
 MC1024'MOLINE-MARTIN ROAD (COUNTY ROAD 66), 27.8 METERS (91.2 FEET) NORTH OF
 MC1024'THE NORTHWEST CORNER OF THE HOUSE, 22.9 METERS (75.0 FEET) EAST OF THE
 MC1024'CENTER OF REIMAN ROAD, 1.9 METERS (6.25 FEET) WEST OF THE NORTHWEST
 MC1024'CORNER OF A 7-FOOT WOODEN PLANK FENCE AROUND THE SWIMMING POOL.
 MC1024'THE MARK IS 0.5 M BELOW ROAD.
 MC1024
 MC1024                          STATION RECOVERY (2004)
 MC1024
 MC1024'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1005 ***********************************************************************
 MC1005  DESIGNATION -  D 317
 MC1005  PID         -  MC1005
 MC1005  STATE/COUNTY-  OH/OTTAWA
 MC1005  USGS QUAD   -  LACARNE (1980)
 MC1005
 MC1005                         *CURRENT SURVEY CONTROL
 MC1005  ___________________________________________________________________
 MC1005* NAD 83(1986)-  41 31 10.     (N)    083 00 06.     (W)     SCALED    
 MC1005* NAVD 88     -       177.426  (meters)     582.11   (feet)  ADJUSTED  
 MC1005  ___________________________________________________________________
 MC1005  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 MC1005  DYNAMIC HT  -         177.354 (meters)     581.87  (feet)  COMP
 MC1005  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 MC1005
 MC1005  VERT ORDER  -  FIRST     CLASS II
 MC1005
 MC1005.The horizontal coordinates were scaled from a topographic map and have
 MC1005.an estimated accuracy of +/- 6 seconds.
 MC1005
 MC1005.The orthometric height was determined by differential leveling
 MC1005.and adjusted by the National Geodetic Survey in June 1991..
 MC1005
 MC1005.The geoid height was determined by GEOID03.
 MC1005
 MC1005.The dynamic height is computed by dividing the NAVD 88
 MC1005.geopotential number by the normal gravity value computed on the
 MC1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1005.degrees latitude (g = 980.6199 gals.).
 MC1005
 MC1005.The modeled gravity was interpolated from observed gravity values.
 MC1005
 MC1005;                    North         East    Units  Estimated Accuracy
 MC1005;SPC OH N     -   205,870.      558,130.      MT  (+/- 180 meters Scaled)
 MC1005
 MC1005                          SUPERSEDED SURVEY CONTROL
 MC1005
 MC1005  NGVD 29 (06/03/92)  177.633  (m)          582.78   (f) ADJUSTED    1 2
 MC1005
 MC1005.Superseded values are not recommended for survey control.
 MC1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1005.See file dsdata.txt to determine how the superseded data were derived.
 MC1005
 MC1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF329983(NAD 83)
 MC1005_MARKER: DB = BENCH MARK DISK
 MC1005_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC1005_SP_SET: ABUTMENT
 MC1005_STAMPING: D 317 1980
 MC1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC1005+STABILITY: POSITION/ELEVATION WELL
 MC1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1005+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 MC1005
 MC1005  HISTORY     - Date     Condition        Report By
 MC1005  HISTORY     - 1980     MONUMENTED       NGS
 MC1005  HISTORY     - 20040729 GOOD             OHDT
 MC1005
 MC1005                          STATION DESCRIPTION
 MC1005
 MC1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1005'5.2 KM NW FROM PORT CLINTON.
 MC1005'4.5 KILOMETERS (2.8 MILES) NORTHWEST ALONG STATE HIGHWAY 163 FROM THE
 MC1005'NORTH END OF THE BRIDGE OVER THE PORTAGE RIVER IN PORT CLINTON, THENCE
 MC1005'0.7 KILOMETERS (0.45 MILE) WEST ALONG THE PENN CENTRAL RAILROAD, THE
 MC1005'MARK CAN ALSO BE REACHED BY GOING 12.0 KILOMETERS (7.45 MILES) EAST
 MC1005'ALONG THE PENN CENTRAL RAILROAD FROM THE CROSSING OF STATE HIGHWAY 19
 MC1005'AT OAK HARBOR, SET VERTICALLY IN THE SOUTH FACE AND NEAR THE EAST END
 MC1005'OF THE MOST EASTERLY OF TWO PIERS ON THE NORTH SIDE OF THE TRACKS FOR
 MC1005'THE OVERPASS BRIDGE FOR STATE HIGHWAY 2, 5.9 METERS (19.4 FEET) NORTH
 MC1005'OF THE NORTH RAIL OF THE TRACKS, 0.25 METER (0.75 FEET) WEST OF THE
 MC1005'EAST END OF THE PIER.
 MC1005'THE MARK IS 1.0 M ABOVE GROUND.
 MC1005
 MC1005                          STATION RECOVERY (2004)
 MC1005
 MC1005'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0964 ***********************************************************************
 MC0964  DESIGNATION -  D 318
 MC0964  PID         -  MC0964
 MC0964  STATE/COUNTY-  OH/ERIE
 MC0964  USGS QUAD   -  SANDUSKY (1969)
 MC0964
 MC0964                         *CURRENT SURVEY CONTROL
 MC0964  ___________________________________________________________________
 MC0964* NAD 83(1986)-  41 26 57.     (N)    082 43 23.     (W)     SCALED    
 MC0964* NAVD 88     -       180.515  (meters)     592.24   (feet)  ADJUSTED  
 MC0964  ___________________________________________________________________
 MC0964  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC0964  DYNAMIC HT  -         180.440 (meters)     591.99  (feet)  COMP
 MC0964  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 MC0964
 MC0964  VERT ORDER  -  FIRST     CLASS II
 MC0964
 MC0964.The horizontal coordinates were scaled from a topographic map and have
 MC0964.an estimated accuracy of +/- 6 seconds.
 MC0964
 MC0964.The orthometric height was determined by differential leveling
 MC0964.and adjusted by the National Geodetic Survey in June 1991..
 MC0964
 MC0964.The geoid height was determined by GEOID03.
 MC0964
 MC0964.The dynamic height is computed by dividing the NAVD 88
 MC0964.geopotential number by the normal gravity value computed on the
 MC0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0964.degrees latitude (g = 980.6199 gals.).
 MC0964
 MC0964.The modeled gravity was interpolated from observed gravity values.
 MC0964
 MC0964;                    North         East    Units  Estimated Accuracy
 MC0964;SPC OH N     -   197,970.      581,360.      MT  (+/- 180 meters Scaled)
 MC0964
 MC0964                          SUPERSEDED SURVEY CONTROL
 MC0964
 MC0964  NGVD 29 (06/03/92)  180.734  (m)          592.96   (f) ADJUSTED    1 2
 MC0964
 MC0964.Superseded values are not recommended for survey control.
 MC0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0964.See file dsdata.txt to determine how the superseded data were derived.
 MC0964
 MC0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF560900(NAD 83)
 MC0964_MARKER: I = METAL ROD
 MC0964_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC0964+WITH SETTING: INFORMATION.
 MC0964_SP_SET: SHALLOW SET METAL ROD
 MC0964_STAMPING: D 318 1980
 MC0964_PROJECTION: FLUSH
 MC0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0964+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 MC0964_ROD/PIPE-DEPTH: 2.0  meters
 MC0964
 MC0964  HISTORY     - Date     Condition        Report By
 MC0964  HISTORY     - 1980     MONUMENTED       NGS
 MC0964  HISTORY     - 20030929 MARK NOT FOUND   USPSQD
 MC0964  HISTORY     - 20040803 GOOD             OHDT
 MC0964
 MC0964                          STATION DESCRIPTION
 MC0964
 MC0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0964'IN SANDUSKY.
 MC0964'IN SANDUSKY AT THE Y-JUNCTION OF TIFFIN AVENUE (HIGHWAY 6) AND
 MC0964'CLINTON STREET, SET IN THE LAWN ON THE WEST SIDE OF THE HOLY ANGELS
 MC0964'CATHOLIC CHURCH, 19.65 METERS (64.5 FEET) SOUTHEAST OF THE CENTER
 MC0964'LINE OF TIFFIN AVENUE, 10.55 METERS (34.6 FEET) EAST OF THE EAST
 MC0964'CURB OF CLINTON STREET, 4.75 METERS (15.5 FEET) SOUTH OF THE SOUTH
 MC0964'FACE OF A STONE MONUMENT, 4.6 METERS (15.1 FEET) NORTH OF THE NORTH
 MC0964'EDGE OF A CONCRETE LANDING ON THE WEST SIDE OF THE CHURCH, 2.7 METERS
 MC0964'(8.9 FEET) WEST OF THE WEST EDGE OF THE CHURCH. NOTE, TWO RODS WERE
 MC0964'TRIED IN THIS AREA AND BOTH HIT REFUSAL AT THE SAME DEPTH.
 MC0964'THE MARK IS ABOVE LEVEL WITH AVENUE.
 MC0964
 MC0964                          STATION RECOVERY (2003)
 MC0964
 MC0964'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 MC0964'EXTENS
 MC0964'IVE LANDSCAPE WAS NOT DISTURBED TO DETERMINE IF MARK WAS THERE.
 MC0964
 MC0964                          STATION RECOVERY (2004)
 MC0964
 MC0964'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0919 ***********************************************************************
 MC0919  DESIGNATION -  D 319
 MC0919  PID         -  MC0919
 MC0919  STATE/COUNTY-  OH/LORAIN
 MC0919  USGS QUAD   -  VERMILION EAST (1979)
 MC0919
 MC0919                         *CURRENT SURVEY CONTROL
 MC0919  ___________________________________________________________________
 MC0919* NAD 83(1986)-  41 25 28.     (N)    082 19 57.     (W)     SCALED    
 MC0919* NAVD 88     -       194.042  (meters)     636.62   (feet)  ADJUSTED  
 MC0919  ___________________________________________________________________
 MC0919  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 MC0919  DYNAMIC HT  -         193.965 (meters)     636.37  (feet)  COMP
 MC0919  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 MC0919
 MC0919  VERT ORDER  -  FIRST     CLASS II
 MC0919
 MC0919.The horizontal coordinates were scaled from a topographic map and have
 MC0919.an estimated accuracy of +/- 6 seconds.
 MC0919
 MC0919.The orthometric height was determined by differential leveling
 MC0919.and adjusted by the National Geodetic Survey in June 1991..
 MC0919
 MC0919.The geoid height was determined by GEOID03.
 MC0919
 MC0919.The dynamic height is computed by dividing the NAVD 88
 MC0919.geopotential number by the normal gravity value computed on the
 MC0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0919.degrees latitude (g = 980.6199 gals.).
 MC0919
 MC0919.The modeled gravity was interpolated from observed gravity values.
 MC0919
 MC0919;                    North         East    Units  Estimated Accuracy
 MC0919;SPC OH N     -   195,210.      614,000.      MT  (+/- 180 meters Scaled)
 MC0919
 MC0919                          SUPERSEDED SURVEY CONTROL
 MC0919
 MC0919  NGVD 29 (06/03/92)  194.279  (m)          637.40   (f) ADJUSTED    1 2
 MC0919
 MC0919.Superseded values are not recommended for survey control.
 MC0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0919.See file dsdata.txt to determine how the superseded data were derived.
 MC0919
 MC0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF886867(NAD 83)
 MC0919_MARKER: DB = BENCH MARK DISK
 MC0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0919_SP_SET: ABUTMENT
 MC0919_STAMPING: D 319 1980
 MC0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0919
 MC0919  HISTORY     - Date     Condition        Report By
 MC0919  HISTORY     - 1980     MONUMENTED       NGS
 MC0919  HISTORY     - 19970419 MARK NOT FOUND   USPSQD
 MC0919
 MC0919                          STATION DESCRIPTION
 MC0919
 MC0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0919'2.3 KM EAST FROM VERMILION.
 MC0919'2.3 KILOMETERS (1.45 MILES) EAST ALONG US HIGHWAY 6 FROM THE WEST END
 MC0919'OF THE BRIDGE OVER THE VERMILION RIVER IN VERMILION, SET ATOP THE
 MC0919'SOUTH END OF THE WEST ABUTMENT OF THE HIGHWAY 6 BRIDGE OVER THE
 MC0919'NORFOLK AND WESTERN RAILROAD, 1.65 METERS (5.4 FEET) SOUTH OF THE
 MC0919'NORTH EDGE OF THE CONCRETE WALKWAY ON THE SOUTH SIDE OF THE HIGHWAY.
 MC0919'THE MARK IS 0.3 M ABOVE HIGHWAY.
 MC0919
 MC0919                          STATION RECOVERY (1997)
 MC0919
 MC0919'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1471 ***********************************************************************
 KY1471  DESIGNATION -  D 32
 KY1471  PID         -  KY1471
 KY1471  STATE/COUNTY-  OH/COSHOCTON
 KY1471  USGS QUAD   -  RANDLE (1994)
 KY1471
 KY1471                         *CURRENT SURVEY CONTROL
 KY1471  ___________________________________________________________________
 KY1471* NAD 83(1986)-  40 22 23.     (N)    081 59 06.     (W)     SCALED    
 KY1471* NAVD 88     -       241.680  (meters)     792.91   (feet)  ADJUSTED  
 KY1471  ___________________________________________________________________
 KY1471  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KY1471  DYNAMIC HT  -         241.560 (meters)     792.52  (feet)  COMP
 KY1471  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 KY1471
 KY1471  VERT ORDER  -  SECOND    CLASS 0
 KY1471
 KY1471.The horizontal coordinates were scaled from a topographic map and have
 KY1471.an estimated accuracy of +/- 6 seconds.
 KY1471
 KY1471.The orthometric height was determined by differential leveling
 KY1471.and adjusted by the National Geodetic Survey in June 1991..
 KY1471
 KY1471.The geoid height was determined by GEOID03.
 KY1471
 KY1471.The dynamic height is computed by dividing the NAVD 88
 KY1471.geopotential number by the normal gravity value computed on the
 KY1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1471.degrees latitude (g = 980.6199 gals.).
 KY1471
 KY1471.The modeled gravity was interpolated from observed gravity values.
 KY1471
 KY1471;                    North         East    Units  Estimated Accuracy
 KY1471;SPC OH N     -    78,570.      643,740.      MT  (+/- 180 meters Scaled)
 KY1471
 KY1471                          SUPERSEDED SURVEY CONTROL
 KY1471
 KY1471  NGVD 29 (??/??/92)  241.889  (m)          793.60   (f) ADJ UNCH    2 0
 KY1471
 KY1471.Superseded values are not recommended for survey control.
 KY1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1471.See file dsdata.txt to determine how the superseded data were derived.
 KY1471
 KY1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME163696(NAD 83)
 KY1471_MARKER: DB = BENCH MARK DISK
 KY1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1471_STAMPING: D 32 1934
 KY1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1471+STABILITY: SURFACE MOTION
 KY1471
 KY1471  HISTORY     - Date     Condition        Report By
 KY1471  HISTORY     - 1934     MONUMENTED       CGS
 KY1471  HISTORY     - 1959     MARK NOT FOUND   USGS
 KY1471
 KY1471                          STATION DESCRIPTION
 KY1471
 KY1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1471'0.4 MI N FROM METHAN.
 KY1471'0.4 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1471'AT METHAM, COSHOCTON COUNTY, 16 RAILS NORTHEAST OF MILEPOST
 KY1471'K 12 T 21, 0.2 MILE SOUTHWEST OF BRIDGE 11.96 OVER KILLBUCK
 KY1471'CREEK, 150 YARDS WEST OF W. DANIELS WHITE HOUSE, 13 RAILS
 KY1471'NORTHEAST OF A FARM-ROAD CROSSING, 85 FEET NORTHWEST OF THE
 KY1471'CENTERLINE OF STATE HIGHWAY 234, 26 FEET SOUTHWEST OF A FENCE
 KY1471'CORNER, 16 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5.5 FEET NORTHWEST
 KY1471'OF THE FENCE, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A STANDARD
 KY1471'DISK, STAMPED D 32 1934 AND SET IN THE TOP OF A CONCRETE POST
 KY1471'PROJECTING 6 INCHES ABOVE GROUND.
 KY1471
 KY1471                          STATION RECOVERY (1959)
 KY1471
 KY1471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KY1471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1536 ***********************************************************************
 MB1536  DESIGNATION -  D 320
 MB1536  PID         -  MB1536
 MB1536  STATE/COUNTY-  OH/LORAIN
 MB1536  USGS QUAD   -  WEST VIEW (1994)
 MB1536
 MB1536                         *CURRENT SURVEY CONTROL
 MB1536  ___________________________________________________________________
 MB1536* NAD 83(1986)-  41 30 36.     (N)    081 59 14.     (W)     SCALED    
 MB1536* NAVD 88     -       185.430  (meters)     608.36   (feet)  ADJUSTED  
 MB1536  ___________________________________________________________________
 MB1536  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 MB1536  DYNAMIC HT  -         185.358 (meters)     608.13  (feet)  COMP
 MB1536  MODELED GRAV-     980,234.4   (mgal)                       NAVD 88
 MB1536
 MB1536  VERT ORDER  -  FIRST     CLASS II
 MB1536
 MB1536.The horizontal coordinates were scaled from a topographic map and have
 MB1536.an estimated accuracy of +/- 6 seconds.
 MB1536
 MB1536.The orthometric height was determined by differential leveling
 MB1536.and adjusted by the National Geodetic Survey in June 1991..
 MB1536
 MB1536.The geoid height was determined by GEOID03.
 MB1536
 MB1536.The dynamic height is computed by dividing the NAVD 88
 MB1536.geopotential number by the normal gravity value computed on the
 MB1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1536.degrees latitude (g = 980.6199 gals.).
 MB1536
 MB1536.The modeled gravity was interpolated from observed gravity values.
 MB1536
 MB1536;                    North         East    Units  Estimated Accuracy
 MB1536;SPC OH N     -   204,820.      642,810.      MT  (+/- 180 meters Scaled)
 MB1536
 MB1536                          SUPERSEDED SURVEY CONTROL
 MB1536
 MB1536  NGVD 29 (06/03/92)  185.676  (m)          609.17   (f) ADJUSTED    1 2
 MB1536
 MB1536.Superseded values are not recommended for survey control.
 MB1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1536.See file dsdata.txt to determine how the superseded data were derived.
 MB1536
 MB1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF176958(NAD 83)
 MB1536_MARKER: I = METAL ROD
 MB1536_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1536_SP_SET: STAINLESS STEEL ROD
 MB1536_STAMPING: D 320 1980
 MB1536_PROJECTION: FLUSH
 MB1536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1536+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MB1536_ROD/PIPE-DEPTH: 3.3  meters
 MB1536
 MB1536  HISTORY     - Date     Condition        Report By
 MB1536  HISTORY     - 1980     MONUMENTED       NGS
 MB1536  HISTORY     - 20040830 GOOD             OHDT
 MB1536
 MB1536                          STATION DESCRIPTION
 MB1536
 MB1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1536'2.75 KM SE FROM AVON LAKE.
 MB1536'2.75 KILOMETERS (1.75 MILES) EAST SOUTHEAST ALONG LAKE ROAD (US
 MB1536'HIGHWAY 6 AND STATE HIGHWAY 2) FROM THE JUNCTION OF STATE HIGHWAY 83
 MB1536'(AVON BELDEN ROAD) IN AVON LAKE, TO THE JUNCTION OF MULL ROAD, SET IN
 MB1536'THE SOUTHWEST CORNER OF MULL ROAD JUNCTION, ON THE EAST SIDE OF A
 MB1536'3-FOOT HIGH WHITE WOODEN FENCE FOR THE PROPERTY OF HOUSE NUMBER
 MB1536'32053 LAKE ROAD, 10.98 METERS (36.0 FEET) SOUTH OF THE CENTER LINE OF
 MB1536'LAKE ROAD, 8.84 METERS (29.0 FEET) WEST OF THE CENTER OF MULL ROAD,
 MB1536'3.72 METERS (12.2 FEET) SOUTH OF TELEPHONE CABLE POLE 81041 WITH A
 MB1536'GUY WIRE, 2.40 METERS (7.9 FEET) SOUTHWEST OF A 7-FOOT HIGH METAL POLE
 MB1536'SUPPORTING ROAD SIGN, 1.15 METERS (3.8 FEET) WEST OF THE BASE OF THE
 MB1536'GUY WIRE OF POLE 81041, 0.3 METER (1 FOOT) EAST OF THE WOODEN FENCE.
 MB1536'NOTE-THE ROD WAS DRIVEN TO REFUSAL AT 3.3 METERS.
 MB1536'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MB1536'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MB1536
 MB1536                          STATION RECOVERY (2004)
 MB1536
 MB1536'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1536'LID TO COLLAR IS CRACKED.
 MB1536'WOODEN FENCE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0905 ***********************************************************************
 MC0905  DESIGNATION -  D 321
 MC0905  PID         -  MC0905
 MC0905  STATE/COUNTY-  OH/LORAIN
 MC0905  USGS QUAD   -  LORAIN (1979)
 MC0905
 MC0905                         *CURRENT SURVEY CONTROL
 MC0905  ___________________________________________________________________
 MC0905* NAD 83(1986)-  41 28 05.     (N)    082 10 43.     (W)     SCALED    
 MC0905* NAVD 88     -       181.621  (meters)     595.87   (feet)  ADJUSTED  
 MC0905  ___________________________________________________________________
 MC0905  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 MC0905  DYNAMIC HT  -         181.549 (meters)     595.63  (feet)  COMP
 MC0905  MODELED GRAV-     980,226.1   (mgal)                       NAVD 88
 MC0905
 MC0905  VERT ORDER  -  FIRST     CLASS II
 MC0905
 MC0905.The horizontal coordinates were scaled from a topographic map and have
 MC0905.an estimated accuracy of +/- 6 seconds.
 MC0905
 MC0905.The orthometric height was determined by differential leveling
 MC0905.and adjusted by the National Geodetic Survey in June 1991..
 MC0905
 MC0905.The geoid height was determined by GEOID03.
 MC0905
 MC0905.The dynamic height is computed by dividing the NAVD 88
 MC0905.geopotential number by the normal gravity value computed on the
 MC0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0905.degrees latitude (g = 980.6199 gals.).
 MC0905
 MC0905.The modeled gravity was interpolated from observed gravity values.
 MC0905
 MC0905;                    North         East    Units  Estimated Accuracy
 MC0905;SPC OH N     -   200,090.      626,850.      MT  (+/- 180 meters Scaled)
 MC0905
 MC0905                          SUPERSEDED SURVEY CONTROL
 MC0905
 MC0905  NGVD 29 (06/03/92)  181.862  (m)          596.66   (f) ADJUSTED    1 2
 MC0905
 MC0905.Superseded values are not recommended for survey control.
 MC0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0905.See file dsdata.txt to determine how the superseded data were derived.
 MC0905
 MC0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF015913(NAD 83)
 MC0905_MARKER: I = METAL ROD
 MC0905_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC0905_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC0905_STAMPING: D 321 1980
 MC0905_PROJECTION: FLUSH
 MC0905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0905+STABILITY: POSITION/ELEVATION WELL
 MC0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0905+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 MC0905_ROD/PIPE-DEPTH: 7.0  meters
 MC0905_SLEEVE-DEPTH  : 3.0 meters
 MC0905
 MC0905  HISTORY     - Date     Condition        Report By
 MC0905  HISTORY     - 1980     MONUMENTED       NGS
 MC0905  HISTORY     - 19970614 GOOD             USPSQD
 MC0905  HISTORY     - 20040802 GOOD             OHDT
 MC0905
 MC0905                          STATION DESCRIPTION
 MC0905
 MC0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0905'IN LORAIN.
 MC0905'IN LORAIN, AT THE WEST CORNER OF THE INTERSECTION OF ERIE AVENUE
 MC0905'(US HIGHWAY 6) AND BROADWAY (STATE HIGHWAY 57), SET IN THE LAWN EAST
 MC0905'OF THE EAST CORNER OF LORAIN CITY HALL, 35.05 METERS (115 FEET)
 MC0905'NORTHWEST OF THE CENTER LINE OF US HIGHWAY 6, 17.99 METERS (59 FEET)
 MC0905'SOUTHWEST OF THE CENTER LINE OF BROADWAY, 25.98 METERS (85.2 FEET)
 MC0905'NORTHWEST OF A FIRE ALARM BOX AT THE WEST CORNER OF THE INTERSECTION,
 MC0905'9.0 METERS (29.5 FEET) SOUTH OF THE NORTHWESTERLY MOST FLAG POLE, THE
 MC0905'END ONE OF A ROW OF NINE, 3.27 METERS (10.8 FEET) EAST OF THE CENTER
 MC0905'OF THE EXTENDED CURB OF THE SIDEWALK AROUND THE LAWN AND FLAG POLES.
 MC0905'THE MARK IS ABOVE LEVEL WITH GROUND.
 MC0905
 MC0905                          STATION RECOVERY (1997)
 MC0905
 MC0905'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC0905'RECOVERED IN GOOD CONDITION.
 MC0905
 MC0905                          STATION RECOVERY (2004)
 MC0905
 MC0905'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0905'ADD MARK IS 35' SOUTHEAST OF SOUTHEAST CORNER OF CITY HALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1559 ***********************************************************************
 MB1559  DESIGNATION -  D 322
 MB1559  PID         -  MB1559
 MB1559  STATE/COUNTY-  OH/CUYAHOGA
 MB1559  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1559
 MB1559                         *CURRENT SURVEY CONTROL
 MB1559  ___________________________________________________________________
 MB1559* NAD 83(1986)-  41 31 36.     (N)    081 38 35.     (W)     SCALED    
 MB1559* NAVD 88     -       189.751  (meters)     622.54   (feet)  ADJUSTED  
 MB1559  ___________________________________________________________________
 MB1559  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB1559  DYNAMIC HT  -         189.677 (meters)     622.30  (feet)  COMP
 MB1559  MODELED GRAV-     980,226.6   (mgal)                       NAVD 88
 MB1559
 MB1559  VERT ORDER  -  FIRST     CLASS II
 MB1559
 MB1559.The horizontal coordinates were scaled from a topographic map and have
 MB1559.an estimated accuracy of +/- 6 seconds.
 MB1559
 MB1559.The orthometric height was determined by differential leveling
 MB1559.and adjusted by the National Geodetic Survey in June 1991..
 MB1559
 MB1559.The geoid height was determined by GEOID03.
 MB1559
 MB1559.The dynamic height is computed by dividing the NAVD 88
 MB1559.geopotential number by the normal gravity value computed on the
 MB1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1559.degrees latitude (g = 980.6199 gals.).
 MB1559
 MB1559.The modeled gravity was interpolated from observed gravity values.
 MB1559
 MB1559;                    North         East    Units  Estimated Accuracy
 MB1559;SPC OH N     -   206,900.      671,520.      MT  (+/- 180 meters Scaled)
 MB1559
 MB1559                          SUPERSEDED SURVEY CONTROL
 MB1559
 MB1559  NGVD 29 (06/03/92)  189.982  (m)          623.30   (f) ADJUSTED    1 2
 MB1559
 MB1559.Superseded values are not recommended for survey control.
 MB1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1559.See file dsdata.txt to determine how the superseded data were derived.
 MB1559
 MB1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF463974(NAD 83)
 MB1559_MARKER: I = METAL ROD
 MB1559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1559_SP_SET: STAINLESS STEEL ROD
 MB1559_STAMPING: D 322 1981
 MB1559_MARK LOGO: NGS   
 MB1559_PROJECTION: FLUSH
 MB1559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1559+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1559_ROD/PIPE-DEPTH: 20.7 meters
 MB1559
 MB1559  HISTORY     - Date     Condition        Report By
 MB1559  HISTORY     - 1981     MONUMENTED       NGS
 MB1559  HISTORY     - 19891005 GOOD             NGS
 MB1559  HISTORY     - 20040920 GOOD             OHDT
 MB1559
 MB1559                          STATION DESCRIPTION
 MB1559
 MB1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1559'IN CLEVELAND.
 MB1559'THE MARK IS ABOVE LEVEL WITH AVENUE.
 MB1559'IN CLEVELAND, AT THE NORTHEAST ANGLE OF THE JUNCTION OF ST. CLAIR
 MB1559'AVENUE AND EAST 67TH STREET, BETWEEN THE SIDEWALK AND THE CURB, 1.59
 MB1559'METERS (5.2 FEET) EAST OF THE EAST CURB OF THE STREET, 4.97 METERS
 MB1559'(16.3 FEET) NORTH OF A FIRE HYDRANT, 3.17 METERS (10.4 FEET) WEST OF
 MB1559'THE WEST SIDE OF BUILDING NUMBER 6701.
 MB1559
 MB1559                          STATION RECOVERY (1989)
 MB1559
 MB1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1559'IN CLEVELAND, AT THE NORTHEAST ANGLE OF THE JUNCTION OF ST. CLAIR
 MB1559'AVENUE AND EAST 67TH STREET, BETWEEN THE SIDEWALK AND THE EAST CURB
 MB1559'OF EAST 67TH STREET, 1.59 METERS (5.2 FEET) EAST OF THE CURB, 4.97
 MB1559'METERS (16.3 FEET) NORTH OF A FIRE HYDRANT, 3.17 METERS (10.4 FEET)
 MB1559'WEST OF THE WEST SIDE OF BUILDING NUMBER 6701.
 MB1559
 MB1559                          STATION RECOVERY (2004)
 MB1559
 MB1559'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1597 ***********************************************************************
 MB1597  DESIGNATION -  D 323
 MB1597  PID         -  MB1597
 MB1597  STATE/COUNTY-  OH/LAKE
 MB1597  USGS QUAD   -  EASTLAKE (1994)
 MB1597
 MB1597                         *CURRENT SURVEY CONTROL
 MB1597  ___________________________________________________________________
 MB1597* NAD 83(1986)-  41 41 04.     (N)    081 25 10.     (W)     SCALED    
 MB1597* NAVD 88     -       184.692  (meters)     605.94   (feet)  ADJUSTED  
 MB1597  ___________________________________________________________________
 MB1597  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 MB1597  DYNAMIC HT  -         184.625 (meters)     605.72  (feet)  COMP
 MB1597  MODELED GRAV-     980,256.2   (mgal)                       NAVD 88
 MB1597
 MB1597  VERT ORDER  -  FIRST     CLASS II
 MB1597
 MB1597.The horizontal coordinates were scaled from a topographic map and have
 MB1597.an estimated accuracy of +/- 6 seconds.
 MB1597
 MB1597.The orthometric height was determined by differential leveling
 MB1597.and adjusted by the National Geodetic Survey in June 1991..
 MB1597
 MB1597.The geoid height was determined by GEOID03.
 MB1597
 MB1597.The dynamic height is computed by dividing the NAVD 88
 MB1597.geopotential number by the normal gravity value computed on the
 MB1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1597.degrees latitude (g = 980.6199 gals.).
 MB1597
 MB1597.The modeled gravity was interpolated from observed gravity values.
 MB1597
 MB1597;                    North         East    Units  Estimated Accuracy
 MB1597;SPC OH N     -   224,630.      689,960.      MT  (+/- 180 meters Scaled)
 MB1597
 MB1597                          SUPERSEDED SURVEY CONTROL
 MB1597
 MB1597  NGVD 29 (06/03/92)  184.922  (m)          606.70   (f) ADJUSTED    1 2
 MB1597
 MB1597.Superseded values are not recommended for survey control.
 MB1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1597.See file dsdata.txt to determine how the superseded data were derived.
 MB1597
 MB1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG650148(NAD 83)
 MB1597_MARKER: I = METAL ROD
 MB1597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1597_SP_SET: STAINLESS STEEL ROD
 MB1597_STAMPING: D 323 1981
 MB1597_MARK LOGO: NGS   
 MB1597_PROJECTION: FLUSH
 MB1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1597+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1597_ROD/PIPE-DEPTH: 4.9  meters
 MB1597
 MB1597  HISTORY     - Date     Condition        Report By
 MB1597  HISTORY     - 1981     MONUMENTED       NGS
 MB1597  HISTORY     - 19891012 GOOD             NGS
 MB1597  HISTORY     - 20001114 GOOD             USPSQD
 MB1597  HISTORY     - 20040920 GOOD             OHDT
 MB1597
 MB1597                          STATION DESCRIPTION
 MB1597
 MB1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1597'3.45 KM (2.15 MI) NE FROM EASTLAKE.
 MB1597'THE MARK IS ABOVE LEVEL WITH LAKE SHORE BOULEVARD.
 MB1597'3.45 KILOMETERS (2.15 MILES) EAST ALONG LAKE SHORE BOULEVARD FROM THE
 MB1597'JUNCTION OF STATE HIGHWAY 91 IN EASTLAKE, TO ST. LAWRENCE BOULEVARD
 MB1597'AND THE MARK ON THE RIGHT, 20.43 METERS (67.0 FEET) SOUTHEAST OF THE
 MB1597'CENTER LINE OF THE BOULEVARD, 6.4 METERS (21.0 FEET) NORTHEAST OF THE
 MB1597'CENTER LINE OF ST. LAWRENCE BOULEVARD, 1.13 METERS (3.7 FEET)
 MB1597'NORTHWEST OF UTILITY POLE NUMBER 618667.
 MB1597
 MB1597                          STATION RECOVERY (1989)
 MB1597
 MB1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1597'3.45 KILOMETERS (2.15 MILES) EAST ALONG LAKE SHORE BOULEVARD FROM THE
 MB1597'JUNCTION OF STATE HIGHWAY 91 IN EASTLAKE, TO ST. LAWRENCE BOULEVARD
 MB1597'AND THE MARK ON THE RIGHT, 20.43 METERS (67.0 FEET) SOUTHEAST OF THE
 MB1597'CENTER LINE OF THE BOULEVARD, 6.4 METERS (21.0 FEET) NORTHEAST OF THE
 MB1597'CENTER LINE OF ST. LAWRENCE BOULEVARD, 6.6 M (21.7 FT) SOUTHEAST OF
 MB1597'THE SOUTHEAST EDGE OF THE SIDEWALK, AND 1.13 METERS (3.7 FEET)
 MB1597'NORTHWEST OF UTILITY POLE NUMBER 618667.
 MB1597
 MB1597                          STATION RECOVERY (2000)
 MB1597
 MB1597'RECOVERY NOTE BY US POWER SQUADRON 2000 (LAE)
 MB1597'RECOVERED IN GOOD CONDITION.
 MB1597
 MB1597                          STATION RECOVERY (2004)
 MB1597
 MB1597'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1635 ***********************************************************************
 MB1635  DESIGNATION -  D 324
 MB1635  PID         -  MB1635
 MB1635  STATE/COUNTY-  OH/LAKE
 MB1635  USGS QUAD   -  CHESTERLAND (1994)
 MB1635
 MB1635                         *CURRENT SURVEY CONTROL
 MB1635  ___________________________________________________________________
 MB1635* NAD 83(1986)-  41 45 03.     (N)    081 16 10.     (W)     SCALED    
 MB1635* NAVD 88     -       185.939  (meters)     610.03   (feet)  ADJUSTED  
 MB1635  ___________________________________________________________________
 MB1635  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MB1635  DYNAMIC HT  -         185.872 (meters)     609.82  (feet)  COMP
 MB1635  MODELED GRAV-     980,259.9   (mgal)                       NAVD 88
 MB1635
 MB1635  VERT ORDER  -  FIRST     CLASS II
 MB1635
 MB1635.The horizontal coordinates were scaled from a topographic map and have
 MB1635.an estimated accuracy of +/- 6 seconds.
 MB1635
 MB1635.The orthometric height was determined by differential leveling
 MB1635.and adjusted by the National Geodetic Survey in June 1991..
 MB1635
 MB1635.The geoid height was determined by GEOID03.
 MB1635
 MB1635.The dynamic height is computed by dividing the NAVD 88
 MB1635.geopotential number by the normal gravity value computed on the
 MB1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1635.degrees latitude (g = 980.6199 gals.).
 MB1635
 MB1635.The modeled gravity was interpolated from observed gravity values.
 MB1635
 MB1635;                    North         East    Units  Estimated Accuracy
 MB1635;SPC OH N     -   232,170.      702,350.      MT  (+/- 180 meters Scaled)
 MB1635
 MB1635                          SUPERSEDED SURVEY CONTROL
 MB1635
 MB1635  NGVD 29 (06/03/92)  186.164  (m)          610.77   (f) ADJUSTED    1 2
 MB1635
 MB1635.Superseded values are not recommended for survey control.
 MB1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1635.See file dsdata.txt to determine how the superseded data were derived.
 MB1635
 MB1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG775221(NAD 83)
 MB1635_MARKER: I = METAL ROD
 MB1635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1635_SP_SET: STAINLESS STEEL ROD
 MB1635_STAMPING: D 324 1981
 MB1635_MARK LOGO: NGS   
 MB1635_PROJECTION: FLUSH
 MB1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1635+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 MB1635_ROD/PIPE-DEPTH: 7.3  meters
 MB1635
 MB1635  HISTORY     - Date     Condition        Report By
 MB1635  HISTORY     - 1981     MONUMENTED       NGS
 MB1635  HISTORY     - 1988     GOOD             USPSQD
 MB1635  HISTORY     - 19940904 GOOD             USPSQD
 MB1635  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 MB1635  HISTORY     - 20041117 GOOD             OHDT
 MB1635
 MB1635                          STATION DESCRIPTION
 MB1635
 MB1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1635'IN FAIRPORT HARBOR.
 MB1635'IN FAIRPORT HARBOR, IN THE NORTHEAST ANGLE OF EAST AND SIXTH STREETS,
 MB1635'7.32 METERS (24.0 FEET) EAST OF THE CENTER OF EAST STREET, 11.59
 MB1635'METERS (38.0 FEET) NORTH OF THE CENTER OF SIXTH STREET, 2.23 METERS
 MB1635'(7.3 FEET) NORTH OF A LARGE UTILITY POLE, 1.82 METERS (6.0 FEET)
 MB1635'NORTHWEST OF THE NORTHWEST CORNER OF A SQUARE CONCRETE FORM AROUND A
 MB1635'MANHOLE COVER.
 MB1635'THE MARK IS ABOVE LEVEL WITH STREETS.
 MB1635
 MB1635                          STATION RECOVERY (1988)
 MB1635
 MB1635'RECOVERY NOTE BY US POWER SQUADRON 1988 (HFW)
 MB1635'RECOVERED IN GOOD CONDITION.
 MB1635
 MB1635                          STATION RECOVERY (1994)
 MB1635
 MB1635'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1635'RECOVERED IN GOOD CONDITION.
 MB1635
 MB1635                          STATION RECOVERY (1997)
 MB1635
 MB1635'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1635'MARK NOT FOUND.
 MB1635
 MB1635                          STATION RECOVERY (2004)
 MB1635
 MB1635'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1635'7.5' WEST OF NEW POWER POLE
 MB1635'0.4' WEST OF EAST EDGE OF SIDEWALK
 MB1635'MARK IS LOCATED IN SIDEWALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1660 ***********************************************************************
 MB1660  DESIGNATION -  D 325
 MB1660  PID         -  MB1660
 MB1660  STATE/COUNTY-  OH/ASHTABULA
 MB1660  USGS QUAD   -  GENEVA (1994)
 MB1660
 MB1660                         *CURRENT SURVEY CONTROL
 MB1660  ___________________________________________________________________
 MB1660* NAD 83(1986)-  41 48 30.     (N)    080 56 13.     (W)     SCALED    
 MB1660* NAVD 88     -       204.603  (meters)     671.27   (feet)  ADJUSTED  
 MB1660  ___________________________________________________________________
 MB1660  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 MB1660  DYNAMIC HT  -         204.527 (meters)     671.02  (feet)  COMP
 MB1660  MODELED GRAV-     980,246.8   (mgal)                       NAVD 88
 MB1660
 MB1660  VERT ORDER  -  FIRST     CLASS II
 MB1660
 MB1660.The horizontal coordinates were scaled from a topographic map and have
 MB1660.an estimated accuracy of +/- 6 seconds.
 MB1660
 MB1660.The orthometric height was determined by differential leveling
 MB1660.and adjusted by the National Geodetic Survey in June 1991..
 MB1660
 MB1660.The geoid height was determined by GEOID03.
 MB1660
 MB1660.The dynamic height is computed by dividing the NAVD 88
 MB1660.geopotential number by the normal gravity value computed on the
 MB1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1660.degrees latitude (g = 980.6199 gals.).
 MB1660
 MB1660.The modeled gravity was interpolated from observed gravity values.
 MB1660
 MB1660;                    North         East    Units  Estimated Accuracy
 MB1660;SPC OH N     -   239,000.      729,880.      MT  (+/- 180 meters Scaled)
 MB1660
 MB1660                          SUPERSEDED SURVEY CONTROL
 MB1660
 MB1660  NGVD 29 (06/03/92)  204.816  (m)          671.97   (f) ADJUSTED    1 2
 MB1660
 MB1660.Superseded values are not recommended for survey control.
 MB1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1660.See file dsdata.txt to determine how the superseded data were derived.
 MB1660
 MB1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG052284(NAD 83)
 MB1660_MARKER: I = METAL ROD
 MB1660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1660_SP_SET: STAINLESS STEEL ROD
 MB1660_STAMPING: D 325 1981
 MB1660_MARK LOGO: NGS   
 MB1660_PROJECTION: FLUSH
 MB1660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1660_ROD/PIPE-DEPTH: 5.5  meters
 MB1660
 MB1660  HISTORY     - Date     Condition        Report By
 MB1660  HISTORY     - 1981     MONUMENTED       NGS
 MB1660  HISTORY     - 19931104 GOOD             OHDT
 MB1660  HISTORY     - 19960804 GOOD             USPSQD
 MB1660
 MB1660                          STATION DESCRIPTION
 MB1660
 MB1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1660'IN GENEVA.
 MB1660'IN GENEVA, AT THE SOUTHWEST ANGLE OF THE JUNCTION OF EAST MAIN AND
 MB1660'CENTENNIAL STREETS, 17.53 METERS (57.5 FEET) SOUTH-SOUTHEAST OF THE
 MB1660'SOUTH-SOUTHEAST CURB OF EAST MAIN STREET, 1.77 METERS (5.8 FEET) WEST
 MB1660'OF THE WEST CURB OF CENTENNIAL STREET, 0.79 METER (2.6 FEET) SOUTH OF
 MB1660'UTILITY POLE 846201.
 MB1660'THE MARK IS ABOVE LEVEL WITH STREETS.
 MB1660
 MB1660                          STATION RECOVERY (1993)
 MB1660
 MB1660'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1660'RECOVERED IN GOOD CONDITION.
 MB1660
 MB1660                          STATION RECOVERY (1996)
 MB1660
 MB1660'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1683 ***********************************************************************
 MB1683  DESIGNATION -  D 326
 MB1683  PID         -  MB1683
 MB1683  STATE/COUNTY-  OH/ASHTABULA
 MB1683  USGS QUAD   -  ASHTABULA SOUTH (1970)
 MB1683
 MB1683                         *CURRENT SURVEY CONTROL
 MB1683  ___________________________________________________________________
 MB1683* NAD 83(1986)-  41 51 47.     (N)    080 46 57.     (W)     SCALED    
 MB1683* NAVD 88     -       213.882  (meters)     701.71   (feet)  ADJUSTED  
 MB1683  ___________________________________________________________________
 MB1683  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MB1683  DYNAMIC HT  -         213.805 (meters)     701.46  (feet)  COMP
 MB1683  MODELED GRAV-     980,256.4   (mgal)                       NAVD 88
 MB1683
 MB1683  VERT ORDER  -  FIRST     CLASS II
 MB1683
 MB1683.The horizontal coordinates were scaled from a topographic map and have
 MB1683.an estimated accuracy of +/- 6 seconds.
 MB1683
 MB1683.The orthometric height was determined by differential leveling
 MB1683.and adjusted by the National Geodetic Survey in June 1991..
 MB1683
 MB1683.The geoid height was determined by GEOID03.
 MB1683
 MB1683.The dynamic height is computed by dividing the NAVD 88
 MB1683.geopotential number by the normal gravity value computed on the
 MB1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1683.degrees latitude (g = 980.6199 gals.).
 MB1683
 MB1683.The modeled gravity was interpolated from observed gravity values.
 MB1683
 MB1683;                    North         East    Units  Estimated Accuracy
 MB1683;SPC OH N     -   245,320.      742,600.      MT  (+/- 180 meters Scaled)
 MB1683
 MB1683                          SUPERSEDED SURVEY CONTROL
 MB1683
 MB1683  NGVD 29 (06/03/92)  214.091  (m)          702.40   (f) ADJUSTED    1 2
 MB1683
 MB1683.Superseded values are not recommended for survey control.
 MB1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1683.See file dsdata.txt to determine how the superseded data were derived.
 MB1683
 MB1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG180345(NAD 83)
 MB1683_MARKER: I = METAL ROD
 MB1683_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1683_SP_SET: STAINLESS STEEL ROD
 MB1683_STAMPING: D 326 1981
 MB1683_MARK LOGO: NGS   
 MB1683_PROJECTION: FLUSH
 MB1683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1683_ROD/PIPE-DEPTH: 6.4  meters
 MB1683
 MB1683  HISTORY     - Date     Condition        Report By
 MB1683  HISTORY     - 1981     MONUMENTED       NGS
 MB1683  HISTORY     - 19920907 GOOD             USPSQD
 MB1683  HISTORY     - 19931013 GOOD             OHDT
 MB1683
 MB1683                          STATION DESCRIPTION
 MB1683
 MB1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1683'IN ASHTABULA.
 MB1683'IN ASHTABULA, AT THE SOUTHEAST ANGLE OF MAIN AVENUE AND WEST 48TH
 MB1683'STREET, 20.13 METERS (66.0 FEET) EAST-SOUTHEAST OF THE CENTER OF MAIN
 MB1683'AVENUE, 10.06 METERS (33.0 FEET) SOUTH-SOUTHWEST OF THE CENTER LINE OF
 MB1683'WEST 48TH STREET, 3.57 METERS (11.7 FEET) EAST OF THE NORTHWEST END OF
 MB1683'A 5-FOOT CHAIN LINK FENCE, 0.58 METER (1.9 FEET) NORTH OF UTILITY POLE
 MB1683'845901.
 MB1683'THE MARK IS 0.3 M ABOVE STREET.
 MB1683
 MB1683                          STATION RECOVERY (1992)
 MB1683
 MB1683'RECOVERY NOTE BY US POWER SQUADRON 1992 (BO)
 MB1683'RECOVERED IN GOOD CONDITION.
 MB1683
 MB1683                          STATION RECOVERY (1993)
 MB1683
 MB1683'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1483 ***********************************************************************
 KY1483  DESIGNATION -  D 33
 KY1483  PID         -  KY1483
 KY1483  STATE/COUNTY-  OH/COSHOCTON
 KY1483  USGS QUAD   -  COSHOCTON (1994)
 KY1483
 KY1483                         *CURRENT SURVEY CONTROL
 KY1483  ___________________________________________________________________
 KY1483* NAD 83(1986)-  40 16 49.     (N)    081 47 24.     (W)     SCALED    
 KY1483* NAVD 88     -       232.589  (meters)     763.09   (feet)  ADJUSTED  
 KY1483  ___________________________________________________________________
 KY1483  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KY1483  DYNAMIC HT  -         232.471 (meters)     762.70  (feet)  COMP
 KY1483  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 KY1483
 KY1483  VERT ORDER  -  SECOND    CLASS 0
 KY1483
 KY1483.The horizontal coordinates were scaled from a topographic map and have
 KY1483.an estimated accuracy of +/- 6 seconds.
 KY1483
 KY1483.The orthometric height was determined by differential leveling
 KY1483.and adjusted by the National Geodetic Survey in June 1991..
 KY1483
 KY1483.The geoid height was determined by GEOID03.
 KY1483
 KY1483.The dynamic height is computed by dividing the NAVD 88
 KY1483.geopotential number by the normal gravity value computed on the
 KY1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1483.degrees latitude (g = 980.6199 gals.).
 KY1483
 KY1483.The modeled gravity was interpolated from observed gravity values.
 KY1483
 KY1483;                    North         East    Units  Estimated Accuracy
 KY1483;SPC OH N     -    68,390.      660,380.      MT  (+/- 180 meters Scaled)
 KY1483
 KY1483                          SUPERSEDED SURVEY CONTROL
 KY1483
 KY1483  NGVD 29 (??/??/92)  232.801  (m)          763.78   (f) ADJ UNCH    2 0
 KY1483
 KY1483.Superseded values are not recommended for survey control.
 KY1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1483.See file dsdata.txt to determine how the superseded data were derived.
 KY1483
 KY1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME328591(NAD 83)
 KY1483_MARKER: DB = BENCH MARK DISK
 KY1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1483_STAMPING: D 33 1934
 KY1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1483+STABILITY: SURFACE MOTION
 KY1483
 KY1483  HISTORY     - Date     Condition        Report By
 KY1483  HISTORY     - 1934     MONUMENTED       CGS
 KY1483  HISTORY     - 1959     MARK NOT FOUND   USGS
 KY1483
 KY1483                          STATION DESCRIPTION
 KY1483
 KY1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1483'2.1 MI W FROM WEST LAFAYETTE.
 KY1483'2.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1483'AT WEST LAFAYETTE, COSHOCTON COUNTY, 200 YARDS EAST OF MILEPOST
 KY1483'P 118, 0.3 MILE EAST OF THE INTERSECTION OF THE WHEELING AND
 KY1483'LAKE ERIE RAILWAY AT MORGAN RUN, 52 FEET WEST OF THE CENTER OF
 KY1483'A DIRT-ROAD CROSSING, 30 FEET SOUTH OF THE SOUTH RAIL OF THE
 KY1483'SOUTH TRACK, 3.2 FEET NORTH OF A POLE, AND ABOUT 9 FEET LOWER THAN
 KY1483'THE TRACK.  A STANDARD DISK, STAMPED D 33 1934 AND SET IN THE
 KY1483'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 KY1483'NOTE-- REMOVED OR COVERED BY WORK ON SMALL ROAD WHICH PARALLELS
 KY1483'RR AT THIS POINT.
 KY1483
 KY1483                          STATION RECOVERY (1959)
 KY1483
 KY1483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KY1483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1804 ***********************************************************************
 MB1804  DESIGNATION -  D 337
 MB1804  PID         -  MB1804
 MB1804  STATE/COUNTY-  OH/CUYAHOGA
 MB1804  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1804
 MB1804                         *CURRENT SURVEY CONTROL
 MB1804  ___________________________________________________________________
 MB1804* NAD 83(1986)-  41 24 23.     (N)    081 33 28.     (W)     SCALED    
 MB1804* NAVD 88     -       284.088  (meters)     932.05   (feet)  ADJUSTED  
 MB1804  ___________________________________________________________________
 MB1804  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 MB1804  DYNAMIC HT  -         283.970 (meters)     931.66  (feet)  COMP
 MB1804  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 MB1804
 MB1804  VERT ORDER  -  FIRST     CLASS II
 MB1804
 MB1804.The horizontal coordinates were scaled from a topographic map and have
 MB1804.an estimated accuracy of +/- 6 seconds.
 MB1804
 MB1804.The orthometric height was determined by differential leveling
 MB1804.and adjusted by the National Geodetic Survey in June 1991..
 MB1804
 MB1804.The geoid height was determined by GEOID03.
 MB1804
 MB1804.The dynamic height is computed by dividing the NAVD 88
 MB1804.geopotential number by the normal gravity value computed on the
 MB1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1804.degrees latitude (g = 980.6199 gals.).
 MB1804
 MB1804.The modeled gravity was interpolated from observed gravity values.
 MB1804
 MB1804;                    North         East    Units  Estimated Accuracy
 MB1804;SPC OH N     -   193,620.      678,780.      MT  (+/- 180 meters Scaled)
 MB1804
 MB1804                          SUPERSEDED SURVEY CONTROL
 MB1804
 MB1804  NGVD 29 (06/03/92)  284.307  (m)          932.76   (f) ADJUSTED    1 2
 MB1804
 MB1804.Superseded values are not recommended for survey control.
 MB1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1804.See file dsdata.txt to determine how the superseded data were derived.
 MB1804
 MB1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF533840(NAD 83)
 MB1804_MARKER: I = METAL ROD
 MB1804_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1804_SP_SET: STAINLESS STEEL ROD
 MB1804_STAMPING: D 337 1983
 MB1804_MARK LOGO: NGS   
 MB1804_PROJECTION: FLUSH
 MB1804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1804_ROD/PIPE-DEPTH: 8.10 meters
 MB1804
 MB1804  HISTORY     - Date     Condition        Report By
 MB1804  HISTORY     - 1983     MONUMENTED       NGS
 MB1804  HISTORY     - 19940606 GOOD             USPSQD
 MB1804  HISTORY     - 20050423 MARK NOT FOUND   USPSQD
 MB1804
 MB1804                          STATION DESCRIPTION
 MB1804
 MB1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1804'IN MAPLE HEIGHTS.
 MB1804'IN MAPLE HEIGHTS, ALONG STATE HIGHWAY 14 (BROADWAY AVENUE), AT THE
 MB1804'NORTHWEST CORNER OF THE PROPERTY FOR LEAR SIEGLER, INC., AT 17600
 MB1804'BROADWAY AVENUE, 9.69 METERS (31.8 FT) NORTHWEST OF THE CENTERLINE OF
 MB1804'THE HIGHWAY, 8.59 METERS (28.2 FT) SOUTHEAST OF UTILITY POLE 811469
 MB1804'WITH A STREET LAMP.
 MB1804'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MB1804
 MB1804                          STATION RECOVERY (1994)
 MB1804
 MB1804'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1804'RECOVERED IN GOOD CONDITION.
 MB1804
 MB1804                          STATION RECOVERY (2005)
 MB1804
 MB1804'RECOVERY NOTE BY US POWER SQUADRON 2005
 MB1804'LEAR SIEGLER INC. NO LONGER EXISTS.  THE AREA IS LANDSCAPED OVER WITH
 MB1804'MOUNDS OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1229 ***********************************************************************
 JY1229  DESIGNATION -  D 338
 JY1229  PID         -  JY1229
 JY1229  STATE/COUNTY-  OH/ROSS
 JY1229  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY1229
 JY1229                         *CURRENT SURVEY CONTROL
 JY1229  ___________________________________________________________________
 JY1229* NAD 83(1986)-  39 20 16.     (N)    082 59 01.     (W)     SCALED    
 JY1229* NAVD 88     -       186.216  (meters)     610.94   (feet)  ADJUSTED  
 JY1229  ___________________________________________________________________
 JY1229  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JY1229  DYNAMIC HT  -         186.102 (meters)     610.57  (feet)  COMP
 JY1229  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 JY1229
 JY1229  VERT ORDER  -  FIRST     CLASS II
 JY1229
 JY1229.The horizontal coordinates were scaled from a topographic map and have
 JY1229.an estimated accuracy of +/- 6 seconds.
 JY1229
 JY1229.The orthometric height was determined by differential leveling
 JY1229.and adjusted by the National Geodetic Survey in June 1991..
 JY1229
 JY1229.The geoid height was determined by GEOID03.
 JY1229
 JY1229.The dynamic height is computed by dividing the NAVD 88
 JY1229.geopotential number by the normal gravity value computed on the
 JY1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1229.degrees latitude (g = 980.6199 gals.).
 JY1229
 JY1229.The modeled gravity was interpolated from observed gravity values.
 JY1229
 JY1229;                    North         East    Units  Estimated Accuracy
 JY1229;SPC OH S     -   148,620.      558,310.      MT  (+/- 180 meters Scaled)
 JY1229
 JY1229                          SUPERSEDED SURVEY CONTROL
 JY1229
 JY1229  NGVD 29 (06/03/91)  186.384  (m)          611.49   (f) ADJUSTED    1 2
 JY1229
 JY1229.Superseded values are not recommended for survey control.
 JY1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1229.See file dsdata.txt to determine how the superseded data were derived.
 JY1229
 JY1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD290561(NAD 83)
 JY1229_MARKER: I = METAL ROD
 JY1229_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JY1229_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JY1229_STAMPING: D 338 1984
 JY1229_MARK LOGO: NGS   
 JY1229_PROJECTION: FLUSH
 JY1229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY1229+STABILITY: POSITION/ELEVATION WELL
 JY1229_ROD/PIPE-DEPTH: 28.6 meters
 JY1229_SLEEVE-DEPTH  : 6.1 meters
 JY1229
 JY1229  HISTORY     - Date     Condition        Report By
 JY1229  HISTORY     - 1984     MONUMENTED       NGS
 JY1229  HISTORY     - 20051229 GOOD             GEOCAC
 JY1229
 JY1229                          STATION DESCRIPTION
 JY1229
 JY1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1229'IN CHILLICOTHE.
 JY1229'IN CHILLICOTHE, AT THE OHIO NATIONAL GUARD, COMPANY A 216TH ENGINEER
 JY1229'BATTALION ON PAINT STREET, IN FRONT OF A GRANITE WAR MEMORIAL,
 JY1229'14.93 METERS (49.0 FT) NORTHEAST OF THE CENTERLINE OF PAINT STREET,
 JY1229'9.02 METERS (29.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE ARMORY
 JY1229'BUILDING, 1.98 METERS (6.5 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 JY1229'OF THE MEMORIAL, 1.61 METERS (5.3 FT) EAST OF THE SOUTHWWEST CORNER OF
 JY1229'THE MEMORIAL.
 JY1229'THE MARK IS ABOVE LEVEL WITH STREET.
 JY1229
 JY1229                          STATION RECOVERY (2005)
 JY1229
 JY1229'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY1229'WAR MEMORIAL HAS BEEN REMOVED.  CONCRETE BASE REMAINS IN PLACE.  NAD83
 JY1229'HANDHELD GPS COORDINATES  39 20 17.2 N  82 59 01.3 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1254 ***********************************************************************
 JY1254  DESIGNATION -  D 339
 JY1254  PID         -  JY1254
 JY1254  STATE/COUNTY-  OH/ROSS
 JY1254  USGS QUAD   -  SOUTH SALEM (1985)
 JY1254
 JY1254                         *CURRENT SURVEY CONTROL
 JY1254  ___________________________________________________________________
 JY1254* NAD 83(1986)-  39 21 13.     (N)    083 19 38.     (W)     SCALED    
 JY1254* NAVD 88     -       282.812  (meters)     927.86   (feet)  ADJUSTED  
 JY1254  ___________________________________________________________________
 JY1254  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JY1254  DYNAMIC HT  -         282.648 (meters)     927.32  (feet)  COMP
 JY1254  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 JY1254
 JY1254  VERT ORDER  -  FIRST     CLASS II
 JY1254
 JY1254.The horizontal coordinates were scaled from a topographic map and have
 JY1254.an estimated accuracy of +/- 6 seconds.
 JY1254
 JY1254.The orthometric height was determined by differential leveling
 JY1254.and adjusted by the National Geodetic Survey in June 1991..
 JY1254
 JY1254.The geoid height was determined by GEOID03.
 JY1254
 JY1254.The dynamic height is computed by dividing the NAVD 88
 JY1254.geopotential number by the normal gravity value computed on the
 JY1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1254.degrees latitude (g = 980.6199 gals.).
 JY1254
 JY1254.The modeled gravity was interpolated from observed gravity values.
 JY1254
 JY1254;                    North         East    Units  Estimated Accuracy
 JY1254;SPC OH S     -   150,600.      528,700.      MT  (+/- 180 meters Scaled)
 JY1254
 JY1254                          SUPERSEDED SURVEY CONTROL
 JY1254
 JY1254  NGVD 29 (06/03/91)  282.979  (m)          928.41   (f) ADJUSTED    1 2
 JY1254
 JY1254.Superseded values are not recommended for survey control.
 JY1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1254.See file dsdata.txt to determine how the superseded data were derived.
 JY1254
 JY1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD994586(NAD 83)
 JY1254_MARKER: I = METAL ROD
 JY1254_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JY1254_SP_SET: STAINLESS STEEL ROD
 JY1254_STAMPING: D 339 1984
 JY1254_MARK LOGO: NGS   
 JY1254_PROJECTION: FLUSH
 JY1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1254_ROD/PIPE-DEPTH: 5.9  meters
 JY1254
 JY1254  HISTORY     - Date     Condition        Report By
 JY1254  HISTORY     - 1984     MONUMENTED       NGS
 JY1254
 JY1254                          STATION DESCRIPTION
 JY1254
 JY1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1254'1.5 KM (0.95 MI) WEST FROM LYNDON.
 JY1254'1.5 KM (0.95 MI) WEST ALONG STATE HIGHWAY 28 FROM THE BUCKSKIN
 JY1254'TOWNSHIP HALL IN LYNDON TO THE MARK ON THE RIGHT, ON THE WEST SIDE OF
 JY1254'A PRIVATE DRIVE LEADING TO A LARGE TWO STORY BRICK FARM HOUSE, ON THE
 JY1254'PROPERTY OF MR. HOWARD MARTINDILL, 8.23 METERS (27.0 FT) NORTH OF THE
 JY1254'CENTERLINE OF THE HIGHWAY, 35.42 METERS (116.2 FT) SOUTHWEST OF THE
 JY1254'SOUTHWEST CORNER OF THE HOUSE, 3.05 METERS (10.0 FT) EAST OF A
 JY1254'TELEPHONE POLE.
 JY1254'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1152 ***********************************************************************
 JY1152  DESIGNATION -  D 34
 JY1152  PID         -  JY1152
 JY1152  STATE/COUNTY-  OH/CLARK
 JY1152  USGS QUAD   -  SPRINGFIELD (1981)
 JY1152
 JY1152                         *CURRENT SURVEY CONTROL
 JY1152  ___________________________________________________________________
 JY1152* NAD 83(1986)-  39 54 32.     (N)    083 46 15.     (W)     SCALED    
 JY1152* NAVD 88     -       311.958  (meters)    1023.48   (feet)  ADJUSTED  
 JY1152  ___________________________________________________________________
 JY1152  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JY1152  DYNAMIC HT  -         311.783 (meters)    1022.91  (feet)  COMP
 JY1152  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 JY1152
 JY1152  VERT ORDER  -  SECOND    CLASS 0
 JY1152
 JY1152.The horizontal coordinates were scaled from a topographic map and have
 JY1152.an estimated accuracy of +/- 6 seconds.
 JY1152
 JY1152.The orthometric height was determined by differential leveling
 JY1152.and adjusted by the National Geodetic Survey in June 1991..
 JY1152
 JY1152.The geoid height was determined by GEOID03.
 JY1152
 JY1152.The dynamic height is computed by dividing the NAVD 88
 JY1152.geopotential number by the normal gravity value computed on the
 JY1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1152.degrees latitude (g = 980.6199 gals.).
 JY1152
 JY1152.The modeled gravity was interpolated from observed gravity values.
 JY1152
 JY1152;                    North         East    Units  Estimated Accuracy
 JY1152;SPC OH S     -   212,680.      491,340.      MT  (+/- 180 meters Scaled)
 JY1152
 JY1152                          SUPERSEDED SURVEY CONTROL
 JY1152
 JY1152  NGVD 29 (??/??/92)  312.136  (m)         1024.07   (f) ADJ UNCH    2 0
 JY1152
 JY1152.Superseded values are not recommended for survey control.
 JY1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1152.See file dsdata.txt to determine how the superseded data were derived.
 JY1152
 JY1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE631213(NAD 83)
 JY1152_MARKER: DB = BENCH MARK DISK
 JY1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1152_STAMPING: D 34 1934
 JY1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1152+STABILITY: SURFACE MOTION
 JY1152
 JY1152  HISTORY     - Date     Condition        Report By
 JY1152  HISTORY     - 1934     MONUMENTED       CGS
 JY1152  HISTORY     - 1954     GOOD             NGS
 JY1152  HISTORY     - 1957     MARK NOT FOUND   NGS
 JY1152
 JY1152                          STATION DESCRIPTION
 JY1152
 JY1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY1152'3 MI E FROM SPRINGFIELD.
 JY1152'3.0 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 JY1152'LOUIS RAILWAY FROM THE STATION AT SPRINGFIELD, CLARK COUNTY, 150
 JY1152'YARDS EAST OF MILEPOST CLE 181, AT A GRAVEL-ROAD CROSSING, 44.4
 JY1152'FEET NORTH OF THE NORTH RAIL, 35.6 FEET EAST OF THE CENTERLINE
 JY1152'OF THE ROAD, 3.1 FEET SOUTH OF THE FENCE LINE, AND ABOUT ONE
 JY1152'FOOT ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED
 JY1152'D 34 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MISLEADING
 JY1152'AS THE MARK IS APPROXIMATELY 4 MILES WEST OF E 34 AND APPROXIMATELY
 JY1152'1500 FEET EAST OF C 34 (DESCRIBED ON LINE 101)
 JY1152
 JY1152                          STATION RECOVERY (1957)
 JY1152
 JY1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 JY1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1278 ***********************************************************************
 JY1278  DESIGNATION -  D 340
 JY1278  PID         -  JY1278
 JY1278  STATE/COUNTY-  OH/CLINTON
 JY1278  USGS QUAD   -  NEW VIENNA (1960)
 JY1278
 JY1278                         *CURRENT SURVEY CONTROL
 JY1278  ___________________________________________________________________
 JY1278* NAD 83(1986)-  39 19 26.     (N)    083 41 40.     (W)     SCALED    
 JY1278* NAVD 88     -       341.050  (meters)    1118.93   (feet)  ADJUSTED  
 JY1278  ___________________________________________________________________
 JY1278  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JY1278  DYNAMIC HT  -         340.851 (meters)    1118.28  (feet)  COMP
 JY1278  MODELED GRAV-     980,032.5   (mgal)                       NAVD 88
 JY1278
 JY1278  VERT ORDER  -  FIRST     CLASS II
 JY1278
 JY1278.The horizontal coordinates were scaled from a topographic map and have
 JY1278.an estimated accuracy of +/- 6 seconds.
 JY1278
 JY1278.The orthometric height was determined by differential leveling
 JY1278.and adjusted by the National Geodetic Survey in June 1991..
 JY1278
 JY1278.The geoid height was determined by GEOID03.
 JY1278
 JY1278.The dynamic height is computed by dividing the NAVD 88
 JY1278.geopotential number by the normal gravity value computed on the
 JY1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1278.degrees latitude (g = 980.6199 gals.).
 JY1278
 JY1278.The modeled gravity was interpolated from observed gravity values.
 JY1278
 JY1278;                    North         East    Units  Estimated Accuracy
 JY1278;SPC OH S     -   147,650.      497,010.      MT  (+/- 180 meters Scaled)
 JY1278
 JY1278                          SUPERSEDED SURVEY CONTROL
 JY1278
 JY1278  NGVD 29 (06/03/91)  341.210  (m)         1119.45   (f) ADJUSTED    1 2
 JY1278
 JY1278.Superseded values are not recommended for survey control.
 JY1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1278.See file dsdata.txt to determine how the superseded data were derived.
 JY1278
 JY1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD677561(NAD 83)
 JY1278_MARKER: I = METAL ROD
 JY1278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JY1278_SP_SET: STAINLESS STEEL ROD
 JY1278_STAMPING: D 340 1984
 JY1278_MARK LOGO: NGS   
 JY1278_PROJECTION: FLUSH
 JY1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1278_ROD/PIPE-DEPTH: 6.1  meters
 JY1278
 JY1278  HISTORY     - Date     Condition        Report By
 JY1278  HISTORY     - 1984     MONUMENTED       NGS
 JY1278
 JY1278                          STATION DESCRIPTION
 JY1278
 JY1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1278'IN NEW VIENNA.
 JY1278'IN NEW VIENNA, AT THE JUNCTION OF STATE HIGHWAYS 28 AND 73, AT THE
 JY1278'NORTHEAST CORNER OF THE CHURCH OF CHRIST, 12.19 METERS (40.0 FT) NORTH
 JY1278'OF THE CENTERLINE OF HIGHWAY 28, 11.12 METERS (36.5 FT) WEST OF THE
 JY1278'CENTERLINE OF HIGHWAY 73, 1.07 METERS (3.5 FT) NORTHEAST OF THE
 JY1278'NORTHEAST CORNER OF THE CHURCH.
 JY1278'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2772 ***********************************************************************
 JZ2772  DESIGNATION -  D 341
 JZ2772  PID         -  JZ2772
 JZ2772  STATE/COUNTY-  OH/CLERMONT
 JZ2772  USGS QUAD   -  GOSHEN (1986)
 JZ2772
 JZ2772                         *CURRENT SURVEY CONTROL
 JZ2772  ___________________________________________________________________
 JZ2772* NAD 83(1986)-  39 11 36.     (N)    084 14 32.     (W)     SCALED    
 JZ2772* NAVD 88     -       257.419  (meters)     844.55   (feet)  ADJUSTED  
 JZ2772  ___________________________________________________________________
 JZ2772  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ2772  DYNAMIC HT  -         257.258 (meters)     844.02  (feet)  COMP
 JZ2772  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 JZ2772
 JZ2772  VERT ORDER  -  FIRST     CLASS II
 JZ2772
 JZ2772.The horizontal coordinates were scaled from a topographic map and have
 JZ2772.an estimated accuracy of +/- 6 seconds.
 JZ2772
 JZ2772.The orthometric height was determined by differential leveling
 JZ2772.and adjusted by the National Geodetic Survey in June 1991..
 JZ2772
 JZ2772.The geoid height was determined by GEOID03.
 JZ2772
 JZ2772.The dynamic height is computed by dividing the NAVD 88
 JZ2772.geopotential number by the normal gravity value computed on the
 JZ2772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2772.degrees latitude (g = 980.6199 gals.).
 JZ2772
 JZ2772.The modeled gravity was interpolated from observed gravity values.
 JZ2772
 JZ2772;                    North         East    Units  Estimated Accuracy
 JZ2772;SPC OH S     -   133,930.      449,510.      MT  (+/- 180 meters Scaled)
 JZ2772
 JZ2772                          SUPERSEDED SURVEY CONTROL
 JZ2772
 JZ2772  NGVD 29 (06/03/91)  257.595  (m)          845.13   (f) ADJUSTED    1 2
 JZ2772
 JZ2772.Superseded values are not recommended for survey control.
 JZ2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2772.See file dsdata.txt to determine how the superseded data were derived.
 JZ2772
 JZ2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ381418(NAD 83)
 JZ2772_MARKER: I = METAL ROD
 JZ2772_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ2772_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ2772_STAMPING: D 341 1985
 JZ2772_MARK LOGO: NGS   
 JZ2772_PROJECTION: FLUSH
 JZ2772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2772+STABILITY: POSITION/ELEVATION WELL
 JZ2772_ROD/PIPE-DEPTH: 9.5  meters
 JZ2772_SLEEVE-DEPTH  : 6.1 meters
 JZ2772
 JZ2772  HISTORY     - Date     Condition        Report By
 JZ2772  HISTORY     - 1985     MONUMENTED       NGS
 JZ2772  HISTORY     - 20060507 GOOD             GEOCAC
 JZ2772
 JZ2772                          STATION DESCRIPTION
 JZ2772
 JZ2772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JZ2772'IN MULBERRY.
 JZ2772'IN MULBERRY ALONG STATE HIGHWAY 28 IN FRONT OF THE MIAMI ELEMENTARY
 JZ2772'SCHOOL. 15.79 METERS (58.6 FT) SOUTH-SOUTHEAST OF OF THE CENTERLINE OF
 JZ2772'THE HIGHWAY, 17.86 METERS (58.6 FT) NORTH-NORTHEAST OF THE CENTER OF
 JZ2772'THE WEST DOUBLE DOOR ENTRANCE TO SCHOOL, 8.84 METERS (29.0 FT)
 JZ2772'SOUTH-SOUTHEAST OF UTILITY POLE NO. 25C1E WITH TRANSFORMER AND
 JZ2772'3.50 METERS (11.5 FT) SOUTHWEST OF A FLAG POLE.
 JZ2772'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2772'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JZ2772
 JZ2772                          STATION RECOVERY (2006)
 JZ2772
 JZ2772'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ2772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2867 ***********************************************************************
 JZ2867  DESIGNATION -  D 342
 JZ2867  PID         -  JZ2867
 JZ2867  STATE/COUNTY-  OH/HAMILTON
 JZ2867  USGS QUAD   -  HOOVEN (1992)
 JZ2867
 JZ2867                         *CURRENT SURVEY CONTROL
 JZ2867  ___________________________________________________________________
 JZ2867* NAD 83(1986)-  39 10 00.     (N)    084 47 16.     (W)     SCALED    
 JZ2867* NAVD 88     -       147.606  (meters)     484.27   (feet)  ADJUSTED  
 JZ2867  ___________________________________________________________________
 JZ2867  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ2867  DYNAMIC HT  -         147.515 (meters)     483.97  (feet)  COMP
 JZ2867  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 JZ2867
 JZ2867  VERT ORDER  -  FIRST     CLASS II
 JZ2867
 JZ2867.The horizontal coordinates were scaled from a topographic map and have
 JZ2867.an estimated accuracy of +/- 6 seconds.
 JZ2867
 JZ2867.The orthometric height was determined by differential leveling
 JZ2867.and adjusted by the National Geodetic Survey in June 1991..
 JZ2867
 JZ2867.The geoid height was determined by GEOID03.
 JZ2867
 JZ2867.The dynamic height is computed by dividing the NAVD 88
 JZ2867.geopotential number by the normal gravity value computed on the
 JZ2867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2867.degrees latitude (g = 980.6199 gals.).
 JZ2867
 JZ2867.The modeled gravity was interpolated from observed gravity values.
 JZ2867
 JZ2867;                    North         East    Units  Estimated Accuracy
 JZ2867;SPC OH S     -   132,020.      402,320.      MT  (+/- 180 meters Scaled)
 JZ2867
 JZ2867                          SUPERSEDED SURVEY CONTROL
 JZ2867
 JZ2867  NGVD 29 (06/03/91)  147.800  (m)          484.91   (f) ADJUSTED    1 2
 JZ2867
 JZ2867.Superseded values are not recommended for survey control.
 JZ2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2867.See file dsdata.txt to determine how the superseded data were derived.
 JZ2867
 JZ2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ911376(NAD 83)
 JZ2867_MARKER: DB = BENCH MARK DISK
 JZ2867_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2867_SP_SET: BRIDGE ABUTMENT
 JZ2867_STAMPING: D 342 1986
 JZ2867_MARK LOGO: NGS   
 JZ2867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2867
 JZ2867  HISTORY     - Date     Condition        Report By
 JZ2867  HISTORY     - 1986     MONUMENTED       NGS
 JZ2867
 JZ2867                          STATION DESCRIPTION
 JZ2867
 JZ2867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2867'10.9 KM (6.8 MI) EAST FROM LAWRENCEBURG IN.
 JZ2867'10.9 KM (6.75 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JZ2867'WITH STATE HIGHWAY 1 IN LAWRENCEBURG IN, IN TOP OF AND 1.2 M (3.9 FT)
 JZ2867'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 JZ2867'THE NORTHEAST BOUND HIGHWAY BRIDGE SPANNING THE WHITEWATER RIVER, AND
 JZ2867'6.0 M (19.7 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND
 JZ2867'LANES OF THE HIGHWAY.
 JZ2867'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1981 ***********************************************************************
 MD1981  DESIGNATION -  D 344
 MD1981  PID         -  MD1981
 MD1981  STATE/COUNTY-  OH/PAULDING
 MD1981  USGS QUAD   -  OAKWOOD (1973)
 MD1981
 MD1981                         *CURRENT SURVEY CONTROL
 MD1981  ___________________________________________________________________
 MD1981* NAD 83(1986)-  41 05 48.     (N)    084 22 47.     (W)     SCALED    
 MD1981* NAVD 88     -       219.005  (meters)     718.52   (feet)  ADJUSTED  
 MD1981  ___________________________________________________________________
 MD1981  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 MD1981  DYNAMIC HT  -         218.911 (meters)     718.21  (feet)  COMP
 MD1981  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 MD1981
 MD1981  VERT ORDER  -  FIRST     CLASS II
 MD1981
 MD1981.The horizontal coordinates were scaled from a topographic map and have
 MD1981.an estimated accuracy of +/- 6 seconds.
 MD1981
 MD1981.The orthometric height was determined by differential leveling
 MD1981.and adjusted by the National Geodetic Survey in April 1995..
 MD1981
 MD1981.The geoid height was determined by GEOID03.
 MD1981
 MD1981.The dynamic height is computed by dividing the NAVD 88
 MD1981.geopotential number by the normal gravity value computed on the
 MD1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1981.degrees latitude (g = 980.6199 gals.).
 MD1981
 MD1981.The modeled gravity was interpolated from observed gravity values.
 MD1981
 MD1981;                    North         East    Units  Estimated Accuracy
 MD1981;SPC OH N     -   160,500.      442,100.      MT  (+/- 180 meters Scaled)
 MD1981
 MD1981                          SUPERSEDED SURVEY CONTROL
 MD1981
 MD1981  NGVD 29 (01/19/93)  219.177  (m)          719.08   (f) ADJUSTED    1 2
 MD1981
 MD1981.Superseded values are not recommended for survey control.
 MD1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1981.See file dsdata.txt to determine how the superseded data were derived.
 MD1981
 MD1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL200527(NAD 83)
 MD1981_MARKER: DV = VERTICAL CONTROL DISK
 MD1981_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MD1981_SP_SET: BUILDING
 MD1981_STAMPING: D 344 1992
 MD1981_MARK LOGO: NGS   
 MD1981_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD1981+STABILITY: POSITION/ELEVATION WELL
 MD1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD1981+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1981
 MD1981  HISTORY     - Date     Condition        Report By
 MD1981  HISTORY     - 1992     MONUMENTED       NGS
 MD1981
 MD1981                          STATION DESCRIPTION
 MD1981
 MD1981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1981'IN OAKWOOD, SET VERTICALLY IN THE NORTH FACE OF THE OAKWOOD
 MD1981'ELEMENTARY SCHOOL AT 309 FIRST STREET, 57.0 M (187.0 FT) EAST OF THE
 MD1981'STREET CENTER, 6.6 M (21.7 FT) WEST OF THE WEST EDGE OF THE NORTH
 MD1981'STAIRS, 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE, AND 0.5 M (1.6 FT)
 MD1981'EAST OF THE NORTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3657 ***********************************************************************
 JZ3657  DESIGNATION -  D 345
 JZ3657  PID         -  JZ3657
 JZ3657  STATE/COUNTY-  OH/MONTGOMERY
 JZ3657  USGS QUAD   -  DAYTON SOUTH (1991)
 JZ3657
 JZ3657                         *CURRENT SURVEY CONTROL
 JZ3657  ___________________________________________________________________
 JZ3657* NAD 83(1986)-  39 42 25.     (N)    084 13 27.     (W)     SCALED    
 JZ3657* NAVD 88     -       224.167  (meters)     735.45   (feet)  ADJUSTED  
 JZ3657  ___________________________________________________________________
 JZ3657  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JZ3657  DYNAMIC HT  -         224.042 (meters)     735.04  (feet)  COMP
 JZ3657  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 JZ3657
 JZ3657  VERT ORDER  -  FIRST     CLASS II
 JZ3657
 JZ3657.The horizontal coordinates were scaled from a topographic map and have
 JZ3657.an estimated accuracy of +/- 6 seconds.
 JZ3657
 JZ3657.The orthometric height was determined by differential leveling
 JZ3657.and adjusted by the National Geodetic Survey in January 1994..
 JZ3657
 JZ3657.The geoid height was determined by GEOID03.
 JZ3657
 JZ3657.The dynamic height is computed by dividing the NAVD 88
 JZ3657.geopotential number by the normal gravity value computed on the
 JZ3657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3657.degrees latitude (g = 980.6199 gals.).
 JZ3657
 JZ3657.The modeled gravity was interpolated from observed gravity values.
 JZ3657
 JZ3657;                    North         East    Units  Estimated Accuracy
 JZ3657;SPC OH S     -   190,910.      452,160.      MT  (+/- 180 meters Scaled)
 JZ3657
 JZ3657                          SUPERSEDED SURVEY CONTROL
 JZ3657
 JZ3657.No superseded survey control is available for this station.
 JZ3657
 JZ3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ379989(NAD 83)
 JZ3657_MARKER: I = METAL ROD
 JZ3657_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3657_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3657_STAMPING: D 345 1993
 JZ3657_MARK LOGO: NGS   
 JZ3657_PROJECTION: FLUSH
 JZ3657_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3657+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ3657_ROD/PIPE-DEPTH: 4.9  meters
 JZ3657_SLEEVE-DEPTH  : 0.9 meters
 JZ3657
 JZ3657  HISTORY     - Date     Condition        Report By
 JZ3657  HISTORY     - 1993     MONUMENTED       NGS
 JZ3657  HISTORY     - 20041015 GOOD             INDIV
 JZ3657
 JZ3657                          STATION DESCRIPTION
 JZ3657
 JZ3657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3657'IN MORAINE, AT THE INTERSECTION OF DRYDEN ROAD AND NORTHLAWN AVENUE,
 JZ3657'20.3 M (66.6 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 JZ3657'THE ROAD, 9.9 M (32.5 FT) SOUTH OF THE AVENUE CENTER, 2.4 M (7.9 FT)
 JZ3657'NORTH OF A TRAFFIC LIGHT BRACE POLE, 0.9 M (3.0 FT) NORTH OF A
 JZ3657'WITNESS POST, 0.8 M (2.6 FT) NORTH OF A CHAIN-LINK FENCE CORNER, AND
 JZ3657'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE
 JZ3657'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 JZ3657'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 JZ3657
 JZ3657                          STATION RECOVERY (2004)
 JZ3657
 JZ3657'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3666 ***********************************************************************
 JZ3666  DESIGNATION -  D 346
 JZ3666  PID         -  JZ3666
 JZ3666  STATE/COUNTY-  OH/MONTGOMERY
 JZ3666  USGS QUAD   -  DAYTON NORTH (1996)
 JZ3666
 JZ3666                         *CURRENT SURVEY CONTROL
 JZ3666  ___________________________________________________________________
 JZ3666* NAD 83(1986)-  39 48 24.     (N)    084 10 45.     (W)     SCALED    
 JZ3666* NAVD 88     -       235.663  (meters)     773.17   (feet)  ADJUSTED  
 JZ3666  ___________________________________________________________________
 JZ3666  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JZ3666  DYNAMIC HT  -         235.535 (meters)     772.75  (feet)  COMP
 JZ3666  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 JZ3666
 JZ3666  VERT ORDER  -  FIRST     CLASS II
 JZ3666
 JZ3666.The horizontal coordinates were scaled from a topographic map and have
 JZ3666.an estimated accuracy of +/- 6 seconds.
 JZ3666
 JZ3666.The orthometric height was determined by differential leveling
 JZ3666.and adjusted by the National Geodetic Survey in January 1994..
 JZ3666
 JZ3666.The geoid height was determined by GEOID03.
 JZ3666
 JZ3666.The dynamic height is computed by dividing the NAVD 88
 JZ3666.geopotential number by the normal gravity value computed on the
 JZ3666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3666.degrees latitude (g = 980.6199 gals.).
 JZ3666
 JZ3666.The modeled gravity was interpolated from observed gravity values.
 JZ3666
 JZ3666;                    North         East    Units  Estimated Accuracy
 JZ3666;SPC OH S     -   201,900.      456,220.      MT  (+/- 180 meters Scaled)
 JZ3666
 JZ3666                          SUPERSEDED SURVEY CONTROL
 JZ3666
 JZ3666.No superseded survey control is available for this station.
 JZ3666
 JZ3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK414101(NAD 83)
 JZ3666_MARKER: I = METAL ROD
 JZ3666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ3666_SP_SET: STAINLESS STEEL ROD
 JZ3666_STAMPING: D 346 1993
 JZ3666_MARK LOGO: NGS   
 JZ3666_PROJECTION: FLUSH
 JZ3666_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3666+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ3666_ROD/PIPE-DEPTH: 10.4 meters
 JZ3666
 JZ3666  HISTORY     - Date     Condition        Report By
 JZ3666  HISTORY     - 1993     MONUMENTED       NGS
 JZ3666  HISTORY     - 20041015 GOOD             INDIV
 JZ3666
 JZ3666                          STATION DESCRIPTION
 JZ3666
 JZ3666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3666'IN DAYTON, AT THE INTERSECTION OF WEBSTER STREET AND SHERER AVENUE,
 JZ3666'24.2 M (79.4 FT) SOUTH OF THE EXTENDED CENTER OF THE AVENUE, 14.7 M
 JZ3666'(48.2 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK BUILDING
 JZ3666'AT 4404 WEBSTER STREET, 6.0 M (19.7 FT) EAST OF AND LEVEL WITH THE
 JZ3666'STREET CENTERLINE, 1.7 M (5.6 FT) NORTHWEST OF A UTILITY POLE, AND
 JZ3666'0.6 M (2.0 FT) SOUTH OF THE SOUTH END OF A CHAIN-LINK FENCE.
 JZ3666'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 JZ3666'MARK IS ON PROPERTY OWNED BY MCCARTHY INDUSTRIAL CONTRACTORS, 4404
 JZ3666'WEBSTER STREET, DAYTON, OH 45414, TELEPHONE NUMBER (513) 275-0511.
 JZ3666
 JZ3666                          STATION RECOVERY (2004)
 JZ3666
 JZ3666'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3617 ***********************************************************************
 JZ3617  DESIGNATION -  D 347
 JZ3617  PID         -  JZ3617
 JZ3617  STATE/COUNTY-  OH/BUTLER
 JZ3617  USGS QUAD   -  GLENDALE (1987)
 JZ3617
 JZ3617                         *CURRENT SURVEY CONTROL
 JZ3617  ___________________________________________________________________
 JZ3617* NAD 83(1986)-  39 18 39.     (N)    084 26 01.     (W)     SCALED    
 JZ3617* NAVD 88     -       177.834  (meters)     583.44   (feet)  ADJUSTED  
 JZ3617  ___________________________________________________________________
 JZ3617  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ3617  DYNAMIC HT  -         177.726 (meters)     583.09  (feet)  COMP
 JZ3617  MODELED GRAV-     980,019.5   (mgal)                       NAVD 88
 JZ3617
 JZ3617  VERT ORDER  -  FIRST     CLASS II
 JZ3617
 JZ3617.The horizontal coordinates were scaled from a topographic map and have
 JZ3617.an estimated accuracy of +/- 6 seconds.
 JZ3617
 JZ3617.The orthometric height was determined by differential leveling
 JZ3617.and adjusted by the National Geodetic Survey in January 1994..
 JZ3617
 JZ3617.The geoid height was determined by GEOID03.
 JZ3617
 JZ3617.The dynamic height is computed by dividing the NAVD 88
 JZ3617.geopotential number by the normal gravity value computed on the
 JZ3617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3617.degrees latitude (g = 980.6199 gals.).
 JZ3617
 JZ3617.The modeled gravity was interpolated from observed gravity values.
 JZ3617
 JZ3617;                    North         East    Units  Estimated Accuracy
 JZ3617;SPC OH S     -   147,310.      433,260.      MT  (+/- 180 meters Scaled)
 JZ3617
 JZ3617                          SUPERSEDED SURVEY CONTROL
 JZ3617
 JZ3617.No superseded survey control is available for this station.
 JZ3617
 JZ3617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ212544(NAD 83)
 JZ3617_MARKER: I = METAL ROD
 JZ3617_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3617_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3617_STAMPING: D 347 1993
 JZ3617_MARK LOGO: NGS   
 JZ3617_PROJECTION: FLUSH
 JZ3617_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3617+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3617_ROD/PIPE-DEPTH: 20.7 meters
 JZ3617_SLEEVE-DEPTH  : 0.9 meters
 JZ3617
 JZ3617  HISTORY     - Date     Condition        Report By
 JZ3617  HISTORY     - 1993     MONUMENTED       NGS
 JZ3617
 JZ3617                          STATION DESCRIPTION
 JZ3617
 JZ3617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3617'2.4 KM (1.50 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 JZ3617'JUNCTION OF INTERSTATE HIGHWAY 275 IN SHARONVILLE (EXIT 16), 512.0 M
 JZ3617'(1679.8 FT) SOUTH OF THE CENTER OF ALLEN ROAD, 26.3 M (86.3 FT)
 JZ3617'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 23.7
 JZ3617'M (77.8 FT) SOUTHWEST OF A BRACED FENCE POST, 1.6 M (5.2 FT) BELOW
 JZ3617'THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTHWEST OF A WITNESS
 JZ3617'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 JZ3617'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 JZ3617'CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2526 ***********************************************************************
 LA2526  DESIGNATION -  D 348
 LA2526  PID         -  LA2526
 LA2526  STATE/COUNTY-  OH/AUGLAIZE
 LA2526  USGS QUAD   -  WAPAKONETA (1982)
 LA2526
 LA2526                         *CURRENT SURVEY CONTROL
 LA2526  ___________________________________________________________________
 LA2526* NAD 83(1986)-  40 32 51.     (N)    084 10 12.     (W)     SCALED    
 LA2526* NAVD 88     -       283.592  (meters)     930.42   (feet)  ADJUSTED  
 LA2526  ___________________________________________________________________
 LA2526  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LA2526  DYNAMIC HT  -         283.450 (meters)     929.95  (feet)  COMP
 LA2526  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 LA2526
 LA2526  VERT ORDER  -  FIRST     CLASS II
 LA2526
 LA2526.The horizontal coordinates were scaled from a topographic map and have
 LA2526.an estimated accuracy of +/- 6 seconds.
 LA2526
 LA2526.The orthometric height was determined by differential leveling
 LA2526.and adjusted by the National Geodetic Survey in January 1994..
 LA2526
 LA2526.The geoid height was determined by GEOID03.
 LA2526
 LA2526.The dynamic height is computed by dividing the NAVD 88
 LA2526.geopotential number by the normal gravity value computed on the
 LA2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2526.degrees latitude (g = 980.6199 gals.).
 LA2526
 LA2526.The modeled gravity was interpolated from observed gravity values.
 LA2526
 LA2526;                    North         East    Units  Estimated Accuracy
 LA2526;SPC OH N     -    99,170.      458,550.      MT  (+/- 180 meters Scaled)
 LA2526
 LA2526                          SUPERSEDED SURVEY CONTROL
 LA2526
 LA2526.No superseded survey control is available for this station.
 LA2526
 LA2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK396923(NAD 83)
 LA2526_MARKER: I = METAL ROD
 LA2526_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2526_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2526_STAMPING: D 348 1993
 LA2526_MARK LOGO: NGS   
 LA2526_PROJECTION: FLUSH
 LA2526_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LA2526+STABILITY: POSITION/ELEVATION WELL
 LA2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2526+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2526_ROD/PIPE-DEPTH: 9.8  meters
 LA2526_SLEEVE-DEPTH  : 3.1 meters
 LA2526
 LA2526  HISTORY     - Date     Condition        Report By
 LA2526  HISTORY     - 1993     MONUMENTED       NGS
 LA2526
 LA2526                          STATION DESCRIPTION
 LA2526
 LA2526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2526'24.2 KM (15.05 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2526'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 117), 802.0 M (2631.2 FT)
 LA2526'SOUTH OF THE CENTER OF THE EASTBOUND LANES OF U.S. HIGHWAY 33 (EXIT
 LA2526'110), 30.4 M (99.7 FT) SOUTH OF A UTILITY POLE WITH AN ELECTRIC METER
 LA2526'ATTACHED, 24.8 M (81.4 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 LA2526'LANES OF THE HIGHWAY, 1.3 M (4.3 FT) EAST OF A WITNESS POST AND A
 LA2526'BRACED FENCE POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LA2526'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2500 ***********************************************************************
 LA2500  DESIGNATION -  D 349
 LA2500  PID         -  LA2500
 LA2500  STATE/COUNTY-  OH/MIAMI
 LA2500  USGS QUAD   -  PIQUA EAST (1984)
 LA2500
 LA2500                         *CURRENT SURVEY CONTROL
 LA2500  ___________________________________________________________________
 LA2500* NAD 83(1986)-  40 11 29.     (N)    084 12 34.     (W)     SCALED    
 LA2500* NAVD 88     -       291.288  (meters)     955.67   (feet)  ADJUSTED  
 LA2500  ___________________________________________________________________
 LA2500  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LA2500  DYNAMIC HT  -         291.142 (meters)     955.19  (feet)  COMP
 LA2500  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 LA2500
 LA2500  VERT ORDER  -  FIRST     CLASS II
 LA2500
 LA2500.The horizontal coordinates were scaled from a topographic map and have
 LA2500.an estimated accuracy of +/- 6 seconds.
 LA2500
 LA2500.The orthometric height was determined by differential leveling
 LA2500.and adjusted by the National Geodetic Survey in January 1994..
 LA2500
 LA2500.The geoid height was determined by GEOID03.
 LA2500
 LA2500.The dynamic height is computed by dividing the NAVD 88
 LA2500.geopotential number by the normal gravity value computed on the
 LA2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2500.degrees latitude (g = 980.6199 gals.).
 LA2500
 LA2500.The modeled gravity was interpolated from observed gravity values.
 LA2500
 LA2500;                    North         East    Units  Estimated Accuracy
 LA2500;SPC OH S     -   244,660.      454,440.      MT  (+/- 180 meters Scaled)
 LA2500
 LA2500                          SUPERSEDED SURVEY CONTROL
 LA2500
 LA2500.No superseded survey control is available for this station.
 LA2500
 LA2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK375527(NAD 83)
 LA2500_MARKER: I = METAL ROD
 LA2500_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2500_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2500_STAMPING: D 349 1993
 LA2500_MARK LOGO: NGS   
 LA2500_PROJECTION: FLUSH
 LA2500_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2500+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2500_ROD/PIPE-DEPTH: 8.5  meters
 LA2500_SLEEVE-DEPTH  : 0.9 meters
 LA2500
 LA2500  HISTORY     - Date     Condition        Report By
 LA2500  HISTORY     - 1993     MONUMENTED       NGS
 LA2500
 LA2500                          STATION DESCRIPTION
 LA2500
 LA2500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2500'14.1 KM (8.75 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2500'JUNCTION OF STATE HIGHWAY 29 IN SIDNEY (EXIT 93), 438.0 M (1437.0 FT)
 LA2500'SOUTH OF THE CENTER OF MIAMI-SHELBY ROAD, 29.0 M (95.1 FT) EAST OF
 LA2500'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 16.5 M (54.1
 LA2500'FT) EAST OF A UTILITY POLE, 10.7 M (35.1 FT) WEST OF THE NEAR RAIL OF
 LA2500'THE CHESSIE SYSTEM RAILROAD, 8.1 M (26.6 FT) NORTH OF A BRACED FENCE
 LA2500'POST, 0.9 M (3.0 FT) WEST OF A WITNESS POST AND FENCE, AND 0.4 M (1.3
 LA2500'FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 LA2500'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LA2500'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1119 ***********************************************************************
 JY1119  DESIGNATION -  D 35
 JY1119  PID         -  JY1119
 JY1119  STATE/COUNTY-  OH/CLARK
 JY1119  USGS QUAD   -  SPRINGFIELD (1981)
 JY1119
 JY1119                         *CURRENT SURVEY CONTROL
 JY1119  ___________________________________________________________________
 JY1119* NAD 83(1986)-  39 53 46.     (N)    083 49 56.     (W)     SCALED    
 JY1119* NAVD 88     -       304.338  (meters)     998.48   (feet)  ADJUSTED  
 JY1119  ___________________________________________________________________
 JY1119  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JY1119  DYNAMIC HT  -         304.167 (meters)     997.92  (feet)  COMP
 JY1119  MODELED GRAV-     980,058.9   (mgal)                       NAVD 88
 JY1119
 JY1119  VERT ORDER  -  SECOND    CLASS 0
 JY1119
 JY1119.The horizontal coordinates were scaled from a topographic map and have
 JY1119.an estimated accuracy of +/- 6 seconds.
 JY1119
 JY1119.The orthometric height was determined by differential leveling
 JY1119.and adjusted by the National Geodetic Survey in June 1991..
 JY1119
 JY1119.The geoid height was determined by GEOID03.
 JY1119
 JY1119.The dynamic height is computed by dividing the NAVD 88
 JY1119.geopotential number by the normal gravity value computed on the
 JY1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1119.degrees latitude (g = 980.6199 gals.).
 JY1119
 JY1119.The modeled gravity was interpolated from observed gravity values.
 JY1119
 JY1119;                    North         East    Units  Estimated Accuracy
 JY1119;SPC OH S     -   211,340.      486,070.      MT  (+/- 180 meters Scaled)
 JY1119
 JY1119                          SUPERSEDED SURVEY CONTROL
 JY1119
 JY1119  NGVD 29 (??/??/92)  304.519  (m)          999.08   (f) ADJ UNCH    2 0
 JY1119
 JY1119.Superseded values are not recommended for survey control.
 JY1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1119.See file dsdata.txt to determine how the superseded data were derived.
 JY1119
 JY1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE578200(NAD 83)
 JY1119_MARKER: DB = BENCH MARK DISK
 JY1119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY1119_SP_SET: COLUMN BASE
 JY1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1119
 JY1119  HISTORY     - Date     Condition        Report By
 JY1119  HISTORY     - UNK      MONUMENTED       USGS
 JY1119  HISTORY     - 1954     GOOD             NGS
 JY1119
 JY1119                          STATION DESCRIPTION
 JY1119
 JY1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY1119'AT SPRINGFIELD.
 JY1119'AT SPRINGFIELD, CLARK COUNTY, AT THE INTERSECTION OF SOUTH FOUNTAIN
 JY1119'STREET AND NORTH MARKET STREET, AT THE CITY HALL, IN THE EAST FACE
 JY1119'OF A COLUMN BASE, 30.4 FEET SOUTH OF THE SOUTH CURB OF NORTH
 JY1119'MARKET STREET, 13.5 FEET WEST OF THE WEST CURB OF SOUTH FOUNTAIN
 JY1119'STREET, AND 2.6 FEET ABOVE THE PAVEMENT.  A UNITED STATES
 JY1119'GEOLOGICAL SURVEY STANDARD DISK, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2494 ***********************************************************************
 LA2494  DESIGNATION -  D 350
 LA2494  PID         -  LA2494
 LA2494  STATE/COUNTY-  OH/MIAMI
 LA2494  USGS QUAD   -  TROY (1984)
 LA2494
 LA2494                         *CURRENT SURVEY CONTROL
 LA2494  ___________________________________________________________________
 LA2494* NAD 83(1986)-  40 06 23.     (N)    084 13 29.     (W)     SCALED    
 LA2494* NAVD 88     -       268.209  (meters)     879.95   (feet)  ADJUSTED  
 LA2494  ___________________________________________________________________
 LA2494  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LA2494  DYNAMIC HT  -         268.074 (meters)     879.51  (feet)  COMP
 LA2494  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 LA2494
 LA2494  VERT ORDER  -  FIRST     CLASS II
 LA2494
 LA2494.The horizontal coordinates were scaled from a topographic map and have
 LA2494.an estimated accuracy of +/- 6 seconds.
 LA2494
 LA2494.The orthometric height was determined by differential leveling
 LA2494.and adjusted by the National Geodetic Survey in January 1994..
 LA2494
 LA2494.The geoid height was determined by GEOID03.
 LA2494
 LA2494.The dynamic height is computed by dividing the NAVD 88
 LA2494.geopotential number by the normal gravity value computed on the
 LA2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2494.degrees latitude (g = 980.6199 gals.).
 LA2494
 LA2494.The modeled gravity was interpolated from observed gravity values.
 LA2494
 LA2494;                    North         East    Units  Estimated Accuracy
 LA2494;SPC OH S     -   235,250.      452,960.      MT  (+/- 180 meters Scaled)
 LA2494
 LA2494                          SUPERSEDED SURVEY CONTROL
 LA2494
 LA2494.No superseded survey control is available for this station.
 LA2494
 LA2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK365432(NAD 83)
 LA2494_MARKER: I = METAL ROD
 LA2494_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2494_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2494_STAMPING: D 350 1993
 LA2494_MARK LOGO: NGS   
 LA2494_PROJECTION: FLUSH
 LA2494_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2494+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2494_ROD/PIPE-DEPTH: 2.2  meters
 LA2494_SLEEVE-DEPTH  : 0.9 meters
 LA2494
 LA2494  HISTORY     - Date     Condition        Report By
 LA2494  HISTORY     - 1993     MONUMENTED       NGS
 LA2494
 LA2494                          STATION DESCRIPTION
 LA2494
 LA2494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2494'28.1 KM (17.45 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2494'JUNCTION OF INTERSTATE HIGHWAY 70 IN VANDALIA (EXIT 61), 620.0 M
 LA2494'(2034.1 FT) NORTHEAST OF THE CENTER OF STATE HIGHWAY 25A (EXIT 78),
 LA2494'256.0 M (839.9 FT) SOUTHWEST OF THE INTERSECTION OF TROY PIQUA ROAD,
 LA2494'111.6 M (366.1 FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD, 54.8 M
 LA2494'(179.8 FT) NORTHEAST OF A BRACED FENCE POST, 30.4 M (99.7 FT)
 LA2494'SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 LA2494'3.5 M (11.5 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 LA2494'NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 LA2494'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 LA2494'THE SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO REFUSAL
 LA2494'AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1674 ***********************************************************************
 MC1674  DESIGNATION -  D 351
 MC1674  PID         -  MC1674
 MC1674  STATE/COUNTY-  OH/WOOD
 MC1674  USGS QUAD   -  BOWLING GREEN SOUTH (1994)
 MC1674
 MC1674                         *CURRENT SURVEY CONTROL
 MC1674  ___________________________________________________________________
 MC1674* NAD 83(1986)-  41 20 25.     (N)    083 39 01.     (W)     SCALED    
 MC1674* NAVD 88     -       207.834  (meters)     681.87   (feet)  ADJUSTED  
 MC1674  ___________________________________________________________________
 MC1674  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC1674  DYNAMIC HT  -         207.747 (meters)     681.58  (feet)  COMP
 MC1674  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 MC1674
 MC1674  VERT ORDER  -  FIRST     CLASS II
 MC1674
 MC1674.The horizontal coordinates were scaled from a topographic map and have
 MC1674.an estimated accuracy of +/- 6 seconds.
 MC1674
 MC1674.The orthometric height was determined by differential leveling
 MC1674.and adjusted by the National Geodetic Survey in January 1994..
 MC1674
 MC1674.The geoid height was determined by GEOID03.
 MC1674
 MC1674.The dynamic height is computed by dividing the NAVD 88
 MC1674.geopotential number by the normal gravity value computed on the
 MC1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1674.degrees latitude (g = 980.6199 gals.).
 MC1674
 MC1674.The modeled gravity was interpolated from observed gravity values.
 MC1674
 MC1674;                    North         East    Units  Estimated Accuracy
 MC1674;SPC OH N     -   186,480.      503,730.      MT  (+/- 180 meters Scaled)
 MC1674
 MC1674                          SUPERSEDED SURVEY CONTROL
 MC1674
 MC1674.No superseded survey control is available for this station.
 MC1674
 MC1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF782799(NAD 83)
 MC1674_MARKER: DV = VERTICAL CONTROL DISK
 MC1674_SETTING: 66 = SET IN ROCK OUTCROP
 MC1674_SP_SET: IN A DRILL HOLE IN BEDROCK
 MC1674_STAMPING: D 351 1993
 MC1674_MARK LOGO: NGS   
 MC1674_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC1674+STABILITY: POSITION/ELEVATION WELL
 MC1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1674+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 MC1674
 MC1674  HISTORY     - Date     Condition        Report By
 MC1674  HISTORY     - 1993     MONUMENTED       NGS
 MC1674  HISTORY     - 20041219 GOOD             USPSQD
 MC1674
 MC1674                          STATION DESCRIPTION
 MC1674
 MC1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1674'3.5 KM (2.15 MI) SOUTHERLY ALONG STATE HIGHWAY 25 FROM THE POST
 MC1674'OFFICE IN BOWLING GREEN, IN A 3 BY 30-FOOT EXPOSED AREA OF BEDROCK IN
 MC1674'A HIGHWAY CUT, 25.0 M (82.0 FT) NORTH OF THE CENTER OF A DRIVEWAY,
 MC1674'18.4 M (60.4 FT) SOUTH OF A FIRE HYDRANT, 10.7 M (35.1 FT) EAST OF
 MC1674'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.5 M (18.0
 MC1674'FT) NORTH OF THE SOUTH END OF THE EXPOSED BEDROCK, 3.3 M (10.8 FT)
 MC1674'WEST OF A WITNESS POST AND FENCE, AND 1.3 M (4.3 FT) BELOW THE LEVEL
 MC1674'OF THE HIGHWAY.
 MC1674
 MC1674                          STATION RECOVERY (2004)
 MC1674
 MC1674'RECOVERY NOTE BY US POWER SQUADRON 2004 (FME)
 MC1674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1684 ***********************************************************************
 MC1684  DESIGNATION -  D 352
 MC1684  PID         -  MC1684
 MC1684  STATE/COUNTY-  OH/WOOD
 MC1684  USGS QUAD   -  DUNBRIDGE (1994)
 MC1684
 MC1684                         *CURRENT SURVEY CONTROL
 MC1684  ___________________________________________________________________
 MC1684* NAD 83(1986)-  41 27 43.     (N)    083 37 19.     (W)     SCALED    
 MC1684* NAVD 88     -       201.612  (meters)     661.46   (feet)  ADJUSTED  
 MC1684  ___________________________________________________________________
 MC1684  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1684  DYNAMIC HT  -         201.531 (meters)     661.19  (feet)  COMP
 MC1684  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 MC1684
 MC1684  VERT ORDER  -  FIRST     CLASS II
 MC1684
 MC1684.The horizontal coordinates were scaled from a topographic map and have
 MC1684.an estimated accuracy of +/- 6 seconds.
 MC1684
 MC1684.The orthometric height was determined by differential leveling
 MC1684.and adjusted by the National Geodetic Survey in January 1994..
 MC1684
 MC1684.The geoid height was determined by GEOID03.
 MC1684
 MC1684.The dynamic height is computed by dividing the NAVD 88
 MC1684.geopotential number by the normal gravity value computed on the
 MC1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1684.degrees latitude (g = 980.6199 gals.).
 MC1684
 MC1684.The modeled gravity was interpolated from observed gravity values.
 MC1684
 MC1684;                    North         East    Units  Estimated Accuracy
 MC1684;SPC OH N     -   199,960.      506,270.      MT  (+/- 180 meters Scaled)
 MC1684
 MC1684                          SUPERSEDED SURVEY CONTROL
 MC1684
 MC1684.No superseded survey control is available for this station.
 MC1684
 MC1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF810933(NAD 83)
 MC1684_MARKER: I = METAL ROD
 MC1684_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1684_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1684_STAMPING: D 352 1993
 MC1684_MARK LOGO: NGS   
 MC1684_PROJECTION: FLUSH
 MC1684_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1684+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1684_ROD/PIPE-DEPTH: 6.0  meters
 MC1684_SLEEVE-DEPTH  : 0.9 meters
 MC1684
 MC1684  HISTORY     - Date     Condition        Report By
 MC1684  HISTORY     - 1993     MONUMENTED       NGS
 MC1684
 MC1684                          STATION DESCRIPTION
 MC1684
 MC1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1684'9.6 KM (5.95 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 MC1684'JUNCTION OF STATE HIGHWAY 105 IN BOWLING GREEN (EXIT 181), 455.0 M
 MC1684'(1492.8 FT) NORTH OF THE CENTER OF STATE HIGHWAY 582, 38.4 M (126.0
 MC1684'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 MC1684'15.5 M (50.9 FT) EAST OF THE EAST END OF AN 18-INCH PIPE CULVERT, 1.5
 MC1684'M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.6 M (5.2 FT)
 MC1684'NORTH-NORTHWEST OF A WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A
 MC1684'BRACED FENCE POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MC1684'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 MC1684'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0862 ***********************************************************************
 JY0862  DESIGNATION -  D 36
 JY0862  PID         -  JY0862
 JY0862  STATE/COUNTY-  OH/PICKAWAY
 JY0862  USGS QUAD   -  CLARKSBURG (1979)
 JY0862
 JY0862                         *CURRENT SURVEY CONTROL
 JY0862  ___________________________________________________________________
 JY0862* NAD 83(1986)-  39 33 42.     (N)    083 11 14.     (W)     SCALED    
 JY0862* NAVD 88     -       254.582  (meters)     835.24   (feet)  ADJUSTED  
 JY0862  ___________________________________________________________________
 JY0862  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JY0862  DYNAMIC HT  -         254.439 (meters)     834.77  (feet)  COMP
 JY0862  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 JY0862
 JY0862  VERT ORDER  -  SECOND    CLASS 0
 JY0862
 JY0862.The horizontal coordinates were scaled from a topographic map and have
 JY0862.an estimated accuracy of +/- 6 seconds.
 JY0862
 JY0862.The orthometric height was determined by differential leveling
 JY0862.and adjusted by the National Geodetic Survey in June 1991..
 JY0862
 JY0862.The geoid height was determined by GEOID03.
 JY0862
 JY0862.The dynamic height is computed by dividing the NAVD 88
 JY0862.geopotential number by the normal gravity value computed on the
 JY0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0862.degrees latitude (g = 980.6199 gals.).
 JY0862
 JY0862.The modeled gravity was interpolated from observed gravity values.
 JY0862
 JY0862;                    North         East    Units  Estimated Accuracy
 JY0862;SPC OH S     -   173,590.      540,950.      MT  (+/- 180 meters Scaled)
 JY0862
 JY0862                          SUPERSEDED SURVEY CONTROL
 JY0862
 JY0862  NGVD 29 (??/??/92)  254.757  (m)          835.82   (f) ADJ UNCH    2 0
 JY0862
 JY0862.Superseded values are not recommended for survey control.
 JY0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0862.See file dsdata.txt to determine how the superseded data were derived.
 JY0862
 JY0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD121813(NAD 83)
 JY0862_MARKER: DB = BENCH MARK DISK
 JY0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0862_STAMPING: D 36 1934
 JY0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0862+STABILITY: SURFACE MOTION
 JY0862
 JY0862  HISTORY     - Date     Condition        Report By
 JY0862  HISTORY     - 1934     MONUMENTED       CGS
 JY0862
 JY0862                          STATION DESCRIPTION
 JY0862
 JY0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0862'AT ATLANTA.
 JY0862'AT ATLANTA, PICKAWAY COUNTY, ON THE PENNSYLVANIA RAILROAD, 191 YARDS
 JY0862'EAST OF THE SOUTHEAST CORNER OF THE STATION, 76 YARDS EAST OF THE
 JY0862'NORTHEAST CORNER OF THE STOCKYARDS, 33.3 FEET SOUTH OF THE SOUTH
 JY0862'MAIN TRACK, 2.2 FEET SOUTH OF A FENCE CORNER, AND ABOUT 2 FEET
 JY0862'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 36 1934 AND SET
 JY0862'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1142 ***********************************************************************
 JY1142  DESIGNATION -  D 37
 JY1142  PID         -  JY1142
 JY1142  STATE/COUNTY-  OH/GREENE
 JY1142  USGS QUAD   -  CEDARVILLE (1987)
 JY1142
 JY1142                         *CURRENT SURVEY CONTROL
 JY1142  ___________________________________________________________________
 JY1142* NAD 83(1986)-  39 40 22.     (N)    083 50 25.     (W)     SCALED    
 JY1142* NAVD 88     -       313.634  (meters)    1028.98   (feet)  ADJUSTED  
 JY1142  ___________________________________________________________________
 JY1142  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JY1142  DYNAMIC HT  -         313.454 (meters)    1028.39  (feet)  COMP
 JY1142  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 JY1142
 JY1142  VERT ORDER  -  SECOND    CLASS 0
 JY1142
 JY1142.The horizontal coordinates were scaled from a topographic map and have
 JY1142.an estimated accuracy of +/- 6 seconds.
 JY1142
 JY1142.The orthometric height was determined by differential leveling
 JY1142.and adjusted by the National Geodetic Survey in June 1991..
 JY1142
 JY1142.The geoid height was determined by GEOID03.
 JY1142
 JY1142.The dynamic height is computed by dividing the NAVD 88
 JY1142.geopotential number by the normal gravity value computed on the
 JY1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1142.degrees latitude (g = 980.6199 gals.).
 JY1142
 JY1142.The modeled gravity was interpolated from observed gravity values.
 JY1142
 JY1142;                    North         East    Units  Estimated Accuracy
 JY1142;SPC OH S     -   186,560.      485,010.      MT  (+/- 180 meters Scaled)
 JY1142
 JY1142                          SUPERSEDED SURVEY CONTROL
 JY1142
 JY1142  NGVD 29 (??/??/92)  313.804  (m)         1029.54   (f) ADJ UNCH    2 0
 JY1142
 JY1142.Superseded values are not recommended for survey control.
 JY1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1142.See file dsdata.txt to determine how the superseded data were derived.
 JY1142
 JY1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD563952(NAD 83)
 JY1142_MARKER: DB = BENCH MARK DISK
 JY1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1142_STAMPING: D 37 1934
 JY1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1142+STABILITY: SURFACE MOTION
 JY1142
 JY1142  HISTORY     - Date     Condition        Report By
 JY1142  HISTORY     - 1934     MONUMENTED       CGS
 JY1142
 JY1142                          STATION DESCRIPTION
 JY1142
 JY1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY1142'5.5 MI SE FROM XENIA.
 JY1142'5.5 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY1142'THE STATION AT XENIA, GREENE COUNTY, AT A GRAVEL-ROAD CROSSING,
 JY1142'32.6 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 25.6 FEET
 JY1142'SOUTH OF THE SOUTH RAIL, 20 FEET NORTH OF A FENCE, 8.9 FEET EAST
 JY1142'OF A POLE, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD
 JY1142'DISK, STAMPED D 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1551 ***********************************************************************
 KZ1551  DESIGNATION -  D 38
 KZ1551  PID         -  KZ1551
 KZ1551  STATE/COUNTY-  OH/MADISON
 KZ1551  USGS QUAD   -  PLUMWOOD (1961)
 KZ1551
 KZ1551                         *CURRENT SURVEY CONTROL
 KZ1551  ___________________________________________________________________
 KZ1551* NAD 83(1986)-  40 03 14.     (N)    083 24 32.     (W)     SCALED    
 KZ1551* NAVD 88     -       301.573  (meters)     989.41   (feet)  ADJUSTED  
 KZ1551  ___________________________________________________________________
 KZ1551  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KZ1551  DYNAMIC HT  -         301.414 (meters)     988.89  (feet)  COMP
 KZ1551  MODELED GRAV-     980,089.7   (mgal)                       NAVD 88
 KZ1551
 KZ1551  VERT ORDER  -  SECOND    CLASS 0
 KZ1551
 KZ1551.The horizontal coordinates were scaled from a topographic map and have
 KZ1551.an estimated accuracy of +/- 6 seconds.
 KZ1551
 KZ1551.The orthometric height was determined by differential leveling
 KZ1551.and adjusted by the National Geodetic Survey in June 1991..
 KZ1551
 KZ1551.The geoid height was determined by GEOID03.
 KZ1551
 KZ1551.The dynamic height is computed by dividing the NAVD 88
 KZ1551.geopotential number by the normal gravity value computed on the
 KZ1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1551.degrees latitude (g = 980.6199 gals.).
 KZ1551
 KZ1551.The modeled gravity was interpolated from observed gravity values.
 KZ1551
 KZ1551;                    North         East    Units  Estimated Accuracy
 KZ1551;SPC OH S     -   228,410.      522,450.      MT  (+/- 180 meters Scaled)
 KZ1551
 KZ1551                          SUPERSEDED SURVEY CONTROL
 KZ1551
 KZ1551  NGVD 29 (??/??/92)  301.755  (m)          990.01   (f) ADJ UNCH    2 0
 KZ1551
 KZ1551.Superseded values are not recommended for survey control.
 KZ1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1551.See file dsdata.txt to determine how the superseded data were derived.
 KZ1551
 KZ1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE945365(NAD 83)
 KZ1551_MARKER: DB = BENCH MARK DISK
 KZ1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1551_STAMPING: D 38 1934
 KZ1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1551+STABILITY: SURFACE MOTION
 KZ1551
 KZ1551  HISTORY     - Date     Condition        Report By
 KZ1551  HISTORY     - 1934     MONUMENTED       CGS
 KZ1551  HISTORY     - 1959     GOOD             NGS
 KZ1551  HISTORY     - 20001101 POOR             OHDT
 KZ1551
 KZ1551                          STATION DESCRIPTION
 KZ1551
 KZ1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1551'13.2 S FROM MARYSVILLE.
 KZ1551'IN MADISON COUNTY, 13.2 MILES SOUTH ALONG STATE HIGHWAY 38 FROM
 KZ1551'THE SOUTH CORPORATION LIMIT OF MARYSVILLE, UNION COUNTY, 62 YARDS
 KZ1551'SOUTH OF CULVERT MA 38 260, 28.9 FEET WEST OF THE CENTERLINE
 KZ1551'OF THE HIGHWAY, 1.1 FEET EAST OF THE FENCE, AND ABOUT LEVEL WITH
 KZ1551'THE ROADWAY.  A STANDARD DISK, STAMPED D 38 1934 AND SET IN THE
 KZ1551'TOP OF A CONCRETE POST.
 KZ1551
 KZ1551                          STATION RECOVERY (2000)
 KZ1551
 KZ1551'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2000 (DJB)
 KZ1551'POINT FOUND MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0924 ***********************************************************************
 JY0924  DESIGNATION -  D 39
 JY0924  PID         -  JY0924
 JY0924  STATE/COUNTY-  OH/FAYETTE
 JY0924  USGS QUAD   -  WASHINGTON COURT HOUSE (1986)
 JY0924
 JY0924                         *CURRENT SURVEY CONTROL
 JY0924  ___________________________________________________________________
 JY0924* NAD 83(1986)-  39 37 18.     (N)    083 24 47.     (W)     SCALED    
 JY0924* NAVD 88     -       301.222  (meters)     988.26   (feet)  ADJUSTED  
 JY0924  ___________________________________________________________________
 JY0924  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JY0924  DYNAMIC HT  -         301.063 (meters)     987.74  (feet)  COMP
 JY0924  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 JY0924
 JY0924  VERT ORDER  -  SECOND    CLASS 0
 JY0924
 JY0924.The horizontal coordinates were scaled from a topographic map and have
 JY0924.an estimated accuracy of +/- 6 seconds.
 JY0924
 JY0924.The orthometric height was determined by differential leveling
 JY0924.and adjusted by the National Geodetic Survey in June 1991..
 JY0924
 JY0924.The geoid height was determined by GEOID03.
 JY0924
 JY0924.The dynamic height is computed by dividing the NAVD 88
 JY0924.geopotential number by the normal gravity value computed on the
 JY0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0924.degrees latitude (g = 980.6199 gals.).
 JY0924
 JY0924.The modeled gravity was interpolated from observed gravity values.
 JY0924
 JY0924;                    North         East    Units  Estimated Accuracy
 JY0924;SPC OH S     -   180,420.      521,610.      MT  (+/- 180 meters Scaled)
 JY0924
 JY0924                          SUPERSEDED SURVEY CONTROL
 JY0924
 JY0924  NGVD 29 (??/??/92)  301.403  (m)          988.85   (f) ADJ UNCH    2 0
 JY0924
 JY0924.Superseded values are not recommended for survey control.
 JY0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0924.See file dsdata.txt to determine how the superseded data were derived.
 JY0924
 JY0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD928885(NAD 83)
 JY0924_MARKER: DB = BENCH MARK DISK
 JY0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0924_STAMPING: D 39 1934
 JY0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0924+STABILITY: SURFACE MOTION
 JY0924
 JY0924  HISTORY     - Date     Condition        Report By
 JY0924  HISTORY     - 1934     MONUMENTED       CGS
 JY0924  HISTORY     - 1960     MARK NOT FOUND   NGS
 JY0924
 JY0924                          STATION DESCRIPTION
 JY0924
 JY0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0924'1.4 MI N FROM BLOOMINGBURG.
 JY0924'1.4 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE
 JY0924'AT BLOOMINGBURG, FAYETTE COUNTY, 79 YARDS SOUTH OF CULVERT
 JY0924'FA 38 77, 3.1 FEET SOUTHWEST OF POLE 667+42, 22.9 FEET EAST OF
 JY0924'THE CENTERLINE OF THE HIGHWAY, 1.8 FEET WEST OF THE FENCE LINE,
 JY0924'AND ABOUT ONE FOOT ABOVE THE LEVEL OF THE ROAD.  A STANDARD
 JY0924'DISK, STAMPED D 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JY0924
 JY0924                          STATION RECOVERY (1960)
 JY0924
 JY0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JY0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0374 ***********************************************************************
 MD0374  DESIGNATION -  D 41
 MD0374  PID         -  MD0374
 MD0374  STATE/COUNTY-  OH/WILLIAMS
 MD0374  USGS QUAD   -  BRYAN (1977)
 MD0374
 MD0374                         *CURRENT SURVEY CONTROL
 MD0374  ___________________________________________________________________
 MD0374* NAD 83(1986)-  41 29 35.     (N)    084 32 01.     (W)     SCALED    
 MD0374* NAVD 88     -       234.107  (meters)     768.07   (feet)  ADJUSTED  
 MD0374  ___________________________________________________________________
 MD0374  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 MD0374  DYNAMIC HT  -         234.015 (meters)     767.76  (feet)  COMP
 MD0374  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 MD0374
 MD0374  VERT ORDER  -  SECOND    CLASS 0
 MD0374
 MD0374.The horizontal coordinates were scaled from a topographic map and have
 MD0374.an estimated accuracy of +/- 6 seconds.
 MD0374
 MD0374.The orthometric height was determined by differential leveling
 MD0374.and adjusted by the National Geodetic Survey in June 1991..
 MD0374
 MD0374.The geoid height was determined by GEOID03.
 MD0374
 MD0374.The dynamic height is computed by dividing the NAVD 88
 MD0374.geopotential number by the normal gravity value computed on the
 MD0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0374.degrees latitude (g = 980.6199 gals.).
 MD0374
 MD0374.The modeled gravity was interpolated from observed gravity values.
 MD0374
 MD0374;                    North         East    Units  Estimated Accuracy
 MD0374;SPC OH N     -   204,800.      430,200.      MT  (+/- 180 meters Scaled)
 MD0374
 MD0374                          SUPERSEDED SURVEY CONTROL
 MD0374
 MD0374  NGVD 29 (??/??/92)  234.259  (m)          768.56   (f) ADJ UNCH    2 0
 MD0374
 MD0374.Superseded values are not recommended for survey control.
 MD0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0374.See file dsdata.txt to determine how the superseded data were derived.
 MD0374
 MD0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL058964(NAD 83)
 MD0374_MARKER: DB = BENCH MARK DISK
 MD0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0374_STAMPING: D 41 1934
 MD0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0374+STABILITY: SURFACE MOTION
 MD0374
 MD0374  HISTORY     - Date     Condition        Report By
 MD0374  HISTORY     - 1934     MONUMENTED       CGS
 MD0374
 MD0374                          STATION DESCRIPTION
 MD0374
 MD0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0374'1.7 MI N FROM BRYAN.
 MD0374'1.7 MILES NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 MD0374'STATION AT BRYAN, WILLIAMS COUNTY, 7 YARDS SOUTHEAST OF THE
 MD0374'SOUTHEAST RAIL, 3 FEET SOUTHEAST OF POLE 57/25, 3 FEET NORTHWEST
 MD0374'OF A WIRE FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 MD0374'STAMPED D 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0411 ***********************************************************************
 MD0411  DESIGNATION -  D 42
 MD0411  PID         -  MD0411
 MD0411  STATE/COUNTY-  OH/PAULDING
 MD0411  USGS QUAD   -  LATTY (1973)
 MD0411
 MD0411                         *CURRENT SURVEY CONTROL
 MD0411  ___________________________________________________________________
 MD0411* NAD 83(1986)-  41 02 54.     (N)    084 34 58.     (W)     SCALED    
 MD0411* NAVD 88     -       223.698  (meters)     733.92   (feet)  ADJUSTED  
 MD0411  ___________________________________________________________________
 MD0411  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MD0411  DYNAMIC HT  -         223.602 (meters)     733.60  (feet)  COMP
 MD0411  MODELED GRAV-     980,192.8   (mgal)                       NAVD 88
 MD0411
 MD0411  VERT ORDER  -  SECOND    CLASS 0
 MD0411
 MD0411.The horizontal coordinates were scaled from a topographic map and have
 MD0411.an estimated accuracy of +/- 6 seconds.
 MD0411
 MD0411.The orthometric height was determined by differential leveling
 MD0411.and adjusted by the National Geodetic Survey in June 1991..
 MD0411
 MD0411.The geoid height was determined by GEOID03.
 MD0411
 MD0411.The dynamic height is computed by dividing the NAVD 88
 MD0411.geopotential number by the normal gravity value computed on the
 MD0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0411.degrees latitude (g = 980.6199 gals.).
 MD0411
 MD0411.The modeled gravity was interpolated from observed gravity values.
 MD0411
 MD0411;                    North         East    Units  Estimated Accuracy
 MD0411;SPC OH N     -   155,520.      424,920.      MT  (+/- 180 meters Scaled)
 MD0411
 MD0411                          SUPERSEDED SURVEY CONTROL
 MD0411
 MD0411  NGVD 29 (??/??/92)  223.862  (m)          734.45   (f) ADJ UNCH    2 0
 MD0411
 MD0411.Superseded values are not recommended for survey control.
 MD0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0411.See file dsdata.txt to determine how the superseded data were derived.
 MD0411
 MD0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL031469(NAD 83)
 MD0411_MARKER: DB = BENCH MARK DISK
 MD0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0411_STAMPING: D 42 1934
 MD0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0411+STABILITY: SURFACE MOTION
 MD0411
 MD0411  HISTORY     - Date     Condition        Report By
 MD0411  HISTORY     - 1934     MONUMENTED       CGS
 MD0411  HISTORY     - 1960     MARK NOT FOUND   USGS
 MD0411
 MD0411                          STATION DESCRIPTION
 MD0411
 MD0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0411'2.5 MI S FROM LATTY.
 MD0411'2.5 MILES SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 MD0411'STATION AT LATTY, PAULDING COUNTY, AT THE NORTHWEST CORNER OF A
 MD0411'DIRT-ROAD CROSSING, OPPOSITE POLE 90/36, 10 YARDS WEST OF THE
 MD0411'WEST RAIL, 10 YARDS NORTH OF THE CENTERLINE OF THE ROAD, AND
 MD0411'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MD0411'D 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0411
 MD0411                          STATION RECOVERY (1960)
 MD0411
 MD0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MD0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0526 ***********************************************************************
 LA0526  DESIGNATION -  D 43
 LA0526  PID         -  LA0526
 LA0526  STATE/COUNTY-  OH/MERCER
 LA0526  USGS QUAD   -  CELINA (1982)
 LA0526
 LA0526                         *CURRENT SURVEY CONTROL
 LA0526  ___________________________________________________________________
 LA0526* NAD 83(1986)-  40 32 24.     (N)    084 34 34.     (W)     SCALED    
 LA0526* NAVD 88     -       264.326  (meters)     867.21   (feet)  ADJUSTED  
 LA0526  ___________________________________________________________________
 LA0526  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0526  DYNAMIC HT  -         264.199 (meters)     866.79  (feet)  COMP
 LA0526  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 LA0526
 LA0526  VERT ORDER  -  SECOND    CLASS 0
 LA0526
 LA0526.The horizontal coordinates were scaled from a topographic map and have
 LA0526.an estimated accuracy of +/- 6 seconds.
 LA0526
 LA0526.The orthometric height was determined by differential leveling
 LA0526.and adjusted by the National Geodetic Survey in June 1991..
 LA0526
 LA0526.The geoid height was determined by GEOID03.
 LA0526
 LA0526.The dynamic height is computed by dividing the NAVD 88
 LA0526.geopotential number by the normal gravity value computed on the
 LA0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0526.degrees latitude (g = 980.6199 gals.).
 LA0526
 LA0526.The modeled gravity was interpolated from observed gravity values.
 LA0526
 LA0526;                    North         East    Units  Estimated Accuracy
 LA0526;SPC OH N     -    99,070.      424,140.      MT  (+/- 180 meters Scaled)
 LA0526
 LA0526                          SUPERSEDED SURVEY CONTROL
 LA0526
 LA0526  NGVD 29 (??/??/92)  264.482  (m)          867.72   (f) ADJ UNCH    2 0
 LA0526
 LA0526.Superseded values are not recommended for survey control.
 LA0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0526.See file dsdata.txt to determine how the superseded data were derived.
 LA0526
 LA0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK052905(NAD 83)
 LA0526_MARKER: DB = BENCH MARK DISK
 LA0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0526_STAMPING: D 43 1934
 LA0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0526+STABILITY: SURFACE MOTION
 LA0526
 LA0526  HISTORY     - Date     Condition        Report By
 LA0526  HISTORY     - 1934     MONUMENTED       CGS
 LA0526  HISTORY     - 1947     GOOD             NGS
 LA0526
 LA0526                          STATION DESCRIPTION
 LA0526
 LA0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0526'AT CELINA.
 LA0526'AT CELINA, MERCER COUNTY, ON THE CINCINNATI NORTHERN RAILROAD,
 LA0526'AT THE CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD,
 LA0526'AT THE CRAMPTON CANNERIES, INC. PROPERTY, IN THE WEST FACE OF THE
 LA0526'BUILDING, 1.7 FEET SOUTH OF THE NORTHWEST EDGE, 15 YARDS EAST
 LA0526'OF THE EAST RAIL OF THE TRACK, 5.4 FEET ABOVE THE GROUND, AND
 LA0526'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0475 ***********************************************************************
 LA0475  DESIGNATION -  D 44
 LA0475  PID         -  LA0475
 LA0475  STATE/COUNTY-  OH/VAN WERT
 LA0475  USGS QUAD   -  WREN (1994)
 LA0475
 LA0475                         *CURRENT SURVEY CONTROL
 LA0475  ___________________________________________________________________
 LA0475* NAD 83(1986)-  40 47 44.     (N)    084 45 26.     (W)     SCALED    
 LA0475* NAVD 88     -       247.979  (meters)     813.58   (feet)  ADJUSTED  
 LA0475  ___________________________________________________________________
 LA0475  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LA0475  DYNAMIC HT  -         247.869 (meters)     813.22  (feet)  COMP
 LA0475  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 LA0475
 LA0475  VERT ORDER  -  SECOND    CLASS 0
 LA0475
 LA0475.The horizontal coordinates were scaled from a topographic map and have
 LA0475.an estimated accuracy of +/- 6 seconds.
 LA0475
 LA0475.The orthometric height was determined by differential leveling
 LA0475.and adjusted by the National Geodetic Survey in June 1991..
 LA0475
 LA0475.The geoid height was determined by GEOID03.
 LA0475
 LA0475.The dynamic height is computed by dividing the NAVD 88
 LA0475.geopotential number by the normal gravity value computed on the
 LA0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0475.degrees latitude (g = 980.6199 gals.).
 LA0475
 LA0475.The modeled gravity was interpolated from observed gravity values.
 LA0475
 LA0475;                    North         East    Units  Estimated Accuracy
 LA0475;SPC OH N     -   127,820.      409,530.      MT  (+/- 180 meters Scaled)
 LA0475
 LA0475                          SUPERSEDED SURVEY CONTROL
 LA0475
 LA0475  NGVD 29 (??/??/92)  248.139  (m)          814.10   (f) ADJ UNCH    2 0
 LA0475
 LA0475.Superseded values are not recommended for survey control.
 LA0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0475.See file dsdata.txt to determine how the superseded data were derived.
 LA0475
 LA0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL892184(NAD 83)
 LA0475_MARKER: DB = BENCH MARK DISK
 LA0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0475_STAMPING: D 44 1934
 LA0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0475+STABILITY: SURFACE MOTION
 LA0475
 LA0475  HISTORY     - Date     Condition        Report By
 LA0475  HISTORY     - 1934     MONUMENTED       CGS
 LA0475  HISTORY     - 1947     GOOD             NGS
 LA0475
 LA0475                          STATION DESCRIPTION
 LA0475
 LA0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0475'0.9 MI E FROM WREN.
 LA0475'ABOUT 0.9 MILE EAST ALONG THE ERIE RAILROAD FROM THE STATION
 LA0475'AT WREN, 37 FEET SOUTH AND ACROSS THE TRACK FROM MILE POST
 LA0475'M 87, 9.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 LA0475'24.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 89 FEET EAST OF THE
 LA0475'SOUTH END OF THE EAST ONE OF TWO 3-FOOT CAST IRON PIPE CULVERTS
 LA0475'UNDER THE TRACK, ON A FILL IN THE RAILROAD GRADE, 2 FEET NORTH
 LA0475'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK
 LA0475'AND SET IN TH TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0127 ***********************************************************************
 LA0127  DESIGNATION -  D 45
 LA0127  PID         -  LA0127
 LA0127  STATE/COUNTY-  OH/SHELBY
 LA0127  USGS QUAD   -  FORT LORAMIE (1973)
 LA0127
 LA0127                         *CURRENT SURVEY CONTROL
 LA0127  ___________________________________________________________________
 LA0127* NAD 83(1986)-  40 15 53.     (N)    084 18 37.     (W)     SCALED    
 LA0127* NAVD 88     -       291.116  (meters)     955.10   (feet)  ADJUSTED  
 LA0127  ___________________________________________________________________
 LA0127  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LA0127  DYNAMIC HT  -         290.972 (meters)     954.63  (feet)  COMP
 LA0127  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 LA0127
 LA0127  VERT ORDER  -  SECOND    CLASS 0
 LA0127
 LA0127.The horizontal coordinates were scaled from a topographic map and have
 LA0127.an estimated accuracy of +/- 6 seconds.
 LA0127
 LA0127.The orthometric height was determined by differential leveling
 LA0127.and adjusted by the National Geodetic Survey in June 1991..
 LA0127
 LA0127.The geoid height was determined by GEOID03.
 LA0127
 LA0127.The dynamic height is computed by dividing the NAVD 88
 LA0127.geopotential number by the normal gravity value computed on the
 LA0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0127.degrees latitude (g = 980.6199 gals.).
 LA0127
 LA0127.The modeled gravity was interpolated from observed gravity values.
 LA0127
 LA0127;                    North         East    Units  Estimated Accuracy
 LA0127;SPC OH N     -    68,010.      446,020.      MT  (+/- 180 meters Scaled)
 LA0127
 LA0127                          SUPERSEDED SURVEY CONTROL
 LA0127
 LA0127  NGVD 29 (??/??/92)  291.311  (m)          955.74   (f) ADJ UNCH    2 0
 LA0127
 LA0127.Superseded values are not recommended for survey control.
 LA0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0127.See file dsdata.txt to determine how the superseded data were derived.
 LA0127
 LA0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK287606(NAD 83)
 LA0127_MARKER: DB = BENCH MARK DISK
 LA0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0127_STAMPING: D 45 1934
 LA0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0127+STABILITY: SURFACE MOTION
 LA0127
 LA0127  HISTORY     - Date     Condition        Report By
 LA0127  HISTORY     - 1934     MONUMENTED       CGS
 LA0127
 LA0127                          STATION DESCRIPTION
 LA0127
 LA0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0127'1.5 MI E FROM HOUSTON.
 LA0127'1.5 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0127'ST. LOUIS RAILWAY FROM THE STATION AT HOUSTON, SHELBY COUNTY,
 LA0127'AT THE FIRST DIRT-ROAD CROSSING EAST OF MILEPOST 172, 43.1 FEET
 LA0127'NORTH OF THE NORTH RAIL, 32 FEET EAST OF THE CENTER LINE OF
 LA0127'THE ROAD, 3.1 FEET SOUTHWEST OF THE CORNER FENCE POST, AND ABOUT
 LA0127'5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 45 1934
 LA0127'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0282 ***********************************************************************
 LA0282  DESIGNATION -  D 46
 LA0282  PID         -  LA0282
 LA0282  STATE/COUNTY-  OH/DARKE
 LA0282  USGS QUAD   -  GREENVILLE WEST (1980)
 LA0282
 LA0282                         *CURRENT SURVEY CONTROL
 LA0282  ___________________________________________________________________
 LA0282* NAD 83(1986)-  40 06 29.     (N)    084 38 23.     (W)     SCALED    
 LA0282* NAVD 88     -       316.817  (meters)    1039.42   (feet)  ADJUSTED  
 LA0282  ___________________________________________________________________
 LA0282  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LA0282  DYNAMIC HT  -         316.645 (meters)    1038.86  (feet)  COMP
 LA0282  MODELED GRAV-     980,075.9   (mgal)                       NAVD 88
 LA0282
 LA0282  VERT ORDER  -  SECOND    CLASS 0
 LA0282
 LA0282.The horizontal coordinates were scaled from a topographic map and have
 LA0282.an estimated accuracy of +/- 6 seconds.
 LA0282
 LA0282.The orthometric height was determined by differential leveling
 LA0282.and adjusted by the National Geodetic Survey in June 1991..
 LA0282
 LA0282.The geoid height was determined by GEOID03.
 LA0282
 LA0282.The dynamic height is computed by dividing the NAVD 88
 LA0282.geopotential number by the normal gravity value computed on the
 LA0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0282.degrees latitude (g = 980.6199 gals.).
 LA0282
 LA0282.The modeled gravity was interpolated from observed gravity values.
 LA0282
 LA0282;                    North         East    Units  Estimated Accuracy
 LA0282;SPC OH S     -   236,190.      417,580.      MT  (+/- 180 meters Scaled)
 LA0282
 LA0282                          SUPERSEDED SURVEY CONTROL
 LA0282
 LA0282  NGVD 29 (??/??/92)  316.970  (m)         1039.93   (f) ADJ UNCH    2 0
 LA0282
 LA0282.Superseded values are not recommended for survey control.
 LA0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0282.See file dsdata.txt to determine how the superseded data were derived.
 LA0282
 LA0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK011424(NAD 83)
 LA0282_MARKER: DB = BENCH MARK DISK
 LA0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0282_SP_SET: SWITCH CONCRETE BASE
 LA0282_STAMPING: D 46 1934
 LA0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0282
 LA0282  HISTORY     - Date     Condition        Report By
 LA0282  HISTORY     - 1934     MONUMENTED       CGS
 LA0282  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA0282
 LA0282                          STATION DESCRIPTION
 LA0282
 LA0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0282'AT GREENVILLE.
 LA0282'AT GREENVILLE, DARKE COUNTY, ON THE CINCINNATI NORTHERN RAILROAD,
 LA0282'IN THE NORTHEAST ANGLE OF THE CROSSING OF THE BALTIMORE AND
 LA0282'OHIO RAILROAD, 30 YARDS NORTH OF THE NORTH END OF THE B. AND
 LA0282'O.R.R. STATION, 6 RAILS NORTH OF THE CROSSING OF AN ASPHALT
 LA0282'ROAD, 6.7 FEET WEST OF THE WEST RAIL, AND IN THE TOP OF THE
 LA0282'NORTHWEST CORNER OF A CONCRETE SWITCH-PIPE BASE.  A STANDARD
 LA0282'DISK, STAMPED D 46 1934.
 LA0282
 LA0282                          STATION RECOVERY (1960)
 LA0282
 LA0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0013 ***********************************************************************
 JZ0013  DESIGNATION -  D 47
 JZ0013  PID         -  JZ0013
 JZ0013  STATE/COUNTY-  OH/MONTGOMERY
 JZ0013  USGS QUAD   -  TROTWOOD (1992)
 JZ0013
 JZ0013                         *CURRENT SURVEY CONTROL
 JZ0013  ___________________________________________________________________
 JZ0013* NAD 83(1986)-  39 48 43.     (N)    084 20 55.     (W)     SCALED    
 JZ0013* NAVD 88     -       283.222  (meters)     929.20   (feet)  ADJUSTED  
 JZ0013  ___________________________________________________________________
 JZ0013  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JZ0013  DYNAMIC HT  -         283.066 (meters)     928.69  (feet)  COMP
 JZ0013  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 JZ0013
 JZ0013  VERT ORDER  -  SECOND    CLASS 0
 JZ0013
 JZ0013.The horizontal coordinates were scaled from a topographic map and have
 JZ0013.an estimated accuracy of +/- 6 seconds.
 JZ0013
 JZ0013.The orthometric height was determined by differential leveling
 JZ0013.and adjusted by the National Geodetic Survey in June 1991..
 JZ0013
 JZ0013.The geoid height was determined by GEOID03.
 JZ0013
 JZ0013.The dynamic height is computed by dividing the NAVD 88
 JZ0013.geopotential number by the normal gravity value computed on the
 JZ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0013.degrees latitude (g = 980.6199 gals.).
 JZ0013
 JZ0013.The modeled gravity was interpolated from observed gravity values.
 JZ0013
 JZ0013;                    North         East    Units  Estimated Accuracy
 JZ0013;SPC OH S     -   202,770.      441,730.      MT  (+/- 180 meters Scaled)
 JZ0013
 JZ0013                          SUPERSEDED SURVEY CONTROL
 JZ0013
 JZ0013  NGVD 29 (??/??/92)  283.403  (m)          929.80   (f) ADJ UNCH    2 0
 JZ0013
 JZ0013.Superseded values are not recommended for survey control.
 JZ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0013.See file dsdata.txt to determine how the superseded data were derived.
 JZ0013
 JZ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK269102(NAD 83)
 JZ0013_MARKER: DB = BENCH MARK DISK
 JZ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0013_STAMPING: D 47 1934
 JZ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0013+STABILITY: SURFACE MOTION
 JZ0013
 JZ0013  HISTORY     - Date     Condition        Report By
 JZ0013  HISTORY     - 1934     MONUMENTED       CGS
 JZ0013  HISTORY     - 1947     GOOD             NGS
 JZ0013  HISTORY     - 1967     GOOD             OH2090
 JZ0013  HISTORY     - 20041118 MARK NOT FOUND   INDIV
 JZ0013
 JZ0013                          STATION DESCRIPTION
 JZ0013
 JZ0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0013'2.3 MI NW FROM TROTWOOD.
 JZ0013'2.3 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ0013'STATION AT TROTWOOD, AT A NORTH-SOUTH BLACK TOP ROAD CROSSING
 JZ0013'(SEYBOLD ROAD), ABOUT 60 YARDS NORTH ALONG SEYBOLD ROAD FROM ITS
 JZ0013'INTERSECTION WITH SNAKE ROAD, 14 FEET NORTHEAST OF THE NORTHEAST
 JZ0013'RAIL, 24 FEET WEST OF THE CENTER LINE OF SEYBOLD ROAD, 9.5
 JZ0013'FEET NORTHWEST OF A TELEPHONE POLE, 14.5 FEET NORTHWEST OF A
 JZ0013'CROSSING SIGN, 18 FEET SOUTHWEST OF THE RAILROAD R/W FENCE LINE,
 JZ0013'1.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 JZ0013'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ0013'3 INCHES.
 JZ0013
 JZ0013                          STATION RECOVERY (1967)
 JZ0013
 JZ0013'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967
 JZ0013'RECOVERED IN GOOD CONDITION.
 JZ0013
 JZ0013                          STATION RECOVERY (2004)
 JZ0013
 JZ0013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0859 ***********************************************************************
 JZ0859  DESIGNATION -  D 48
 JZ0859  PID         -  JZ0859
 JZ0859  STATE/COUNTY-  OH/BUTLER
 JZ0859  USGS QUAD   -  HAMILTON (1988)
 JZ0859
 JZ0859                         *CURRENT SURVEY CONTROL
 JZ0859  ___________________________________________________________________
 JZ0859* NAD 83(1986)-  39 24 25.     (N)    084 34 52.     (W)     SCALED    
 JZ0859* NAVD 88     -       201.797  (meters)     662.06   (feet)  ADJUSTED  
 JZ0859  ___________________________________________________________________
 JZ0859  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JZ0859  DYNAMIC HT  -         201.683 (meters)     661.69  (feet)  COMP
 JZ0859  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 JZ0859
 JZ0859  VERT ORDER  -  SECOND    CLASS 0
 JZ0859
 JZ0859.The horizontal coordinates were scaled from a topographic map and have
 JZ0859.an estimated accuracy of +/- 6 seconds.
 JZ0859
 JZ0859.The orthometric height was determined by differential leveling
 JZ0859.and adjusted by the National Geodetic Survey in June 1991..
 JZ0859
 JZ0859.The geoid height was determined by GEOID03.
 JZ0859
 JZ0859.The dynamic height is computed by dividing the NAVD 88
 JZ0859.geopotential number by the normal gravity value computed on the
 JZ0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0859.degrees latitude (g = 980.6199 gals.).
 JZ0859
 JZ0859.The modeled gravity was interpolated from observed gravity values.
 JZ0859
 JZ0859;                    North         East    Units  Estimated Accuracy
 JZ0859;SPC OH S     -   158,260.      420,790.      MT  (+/- 180 meters Scaled)
 JZ0859
 JZ0859                          SUPERSEDED SURVEY CONTROL
 JZ0859
 JZ0859  NGVD 29 (??/??/92)  201.95   (m)          662.6    (f) COMPUTED    2 0
 JZ0859
 JZ0859.Superseded values are not recommended for survey control.
 JZ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0859.See file dsdata.txt to determine how the superseded data were derived.
 JZ0859
 JZ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ082647(NAD 83)
 JZ0859_MARKER: DB = BENCH MARK DISK
 JZ0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0859_SP_SET: SIGNAL BASE
 JZ0859_STAMPING: D 48 1934
 JZ0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0859
 JZ0859  HISTORY     - Date     Condition        Report By
 JZ0859  HISTORY     - 1934     MONUMENTED       CGS
 JZ0859  HISTORY     - 1942     GOOD             NGS
 JZ0859  HISTORY     - 1942     MARK NOT FOUND   NGS
 JZ0859
 JZ0859                          STATION DESCRIPTION
 JZ0859
 JZ0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JZ0859'AT HAMILTON.
 JZ0859'AT HAMILTON, BUTLER COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JZ0859'IN THE SOUTHEAST ANGLE OF THE CROSSING OF MILLVILLE AVENUE, 16.5
 JZ0859'FEET SOUTHEAST OF THE CURB OF THE AVENUE, 27.9 FEET NORTHEAST
 JZ0859'OF POLE 26/40, 6.4 FEET NORTH OF THE NORTH RAIL, AT SIGNAL E
 JZ0859'26/50, IN THE TOP OF THE CONCRETE BASE, AND ABOUT 1 FOOT LOWER
 JZ0859'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 48 1934.
 JZ0859'NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED IN
 JZ0859'MARCH 1942.  THE SIGNAL BASE HAS BEEN MOVED OR CHANGED.
 JZ0859
 JZ0859                          STATION RECOVERY (1942)
 JZ0859
 JZ0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JZ0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1023 ***********************************************************************
 JY1023  DESIGNATION -  D 49
 JY1023  PID         -  JY1023
 JY1023  STATE/COUNTY-  OH/CLINTON
 JY1023  USGS QUAD   -  BLANCHESTER (1974)
 JY1023
 JY1023                         *CURRENT SURVEY CONTROL
 JY1023  ___________________________________________________________________
 JY1023* NAD 83(1986)-  39 17 32.     (N)    083 59 15.     (W)     SCALED    
 JY1023* NAVD 88     -       294.412  (meters)     965.92   (feet)  ADJUSTED  
 JY1023  ___________________________________________________________________
 JY1023  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JY1023  DYNAMIC HT  -         294.231 (meters)     965.32  (feet)  COMP
 JY1023  MODELED GRAV-     980,006.0   (mgal)                       NAVD 88
 JY1023
 JY1023  VERT ORDER  -  FIRST     CLASS II
 JY1023
 JY1023.The horizontal coordinates were scaled from a topographic map and have
 JY1023.an estimated accuracy of +/- 6 seconds.
 JY1023
 JY1023.The orthometric height was determined by differential leveling
 JY1023.and adjusted by the National Geodetic Survey in June 1991..
 JY1023
 JY1023.The geoid height was determined by GEOID03.
 JY1023
 JY1023.The dynamic height is computed by dividing the NAVD 88
 JY1023.geopotential number by the normal gravity value computed on the
 JY1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1023.degrees latitude (g = 980.6199 gals.).
 JY1023
 JY1023.The modeled gravity was interpolated from observed gravity values.
 JY1023
 JY1023;                    North         East    Units  Estimated Accuracy
 JY1023;SPC OH S     -   144,510.      471,690.      MT  (+/- 180 meters Scaled)
 JY1023
 JY1023                          SUPERSEDED SURVEY CONTROL
 JY1023
 JY1023  NGVD 29 (??/??/92)  294.574  (m)          966.45   (f) ADJ UNCH    1 2
 JY1023
 JY1023.Superseded values are not recommended for survey control.
 JY1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1023.See file dsdata.txt to determine how the superseded data were derived.
 JY1023
 JY1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD423534(NAD 83)
 JY1023_MARKER: DB = BENCH MARK DISK
 JY1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1023_STAMPING: D 49 1935
 JY1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1023+STABILITY: SURFACE MOTION
 JY1023
 JY1023  HISTORY     - Date     Condition        Report By
 JY1023  HISTORY     - 1935     MONUMENTED       CGS
 JY1023  HISTORY     - 1969     MARK NOT FOUND   OHHD
 JY1023  HISTORY     - 1984     MARK NOT FOUND   NGS
 JY1023
 JY1023                          STATION DESCRIPTION
 JY1023
 JY1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JY1023'AT BLANCHESTER.
 JY1023'AT BLANCHESTER, CLINTON COUNTY, ON THE BALTIMORE AND OHIO
 JY1023'RAILROAD, AT THE CROSSING OF STATE HIGHWAY 133, 48 FEET NORTHEAST
 JY1023'OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTH OF THE SOUTH
 JY1023'RAIL OF THE SOUTH MAIN TRACK, 16 FEET NORTHWEST OF THE CENTER
 JY1023'OF THE NORTHWEST SIDE OF A BRICK STORE BUILDING, 12 FEET
 JY1023'NORTHEAST OF THE NORTHEAST SIDE OF THE WATCHMANS HOUSE, AND
 JY1023'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 49 1935 AND
 JY1023'SET IN THE TOP OF A CONCRETE POST.
 JY1023
 JY1023                          STATION RECOVERY (1969)
 JY1023
 JY1023'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1969
 JY1023'MARK NOT FOUND.
 JY1023
 JY1023                          STATION RECOVERY (1984)
 JY1023
 JY1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY1023'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND,
 JY1023'MARK MAY HAVE BEEN DESTROYED WHEN A SPUR TRACK WAS BUILT IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HZ0014 ***********************************************************************
 HZ0014  DESIGNATION -  D 49 X
 HZ0014  PID         -  HZ0014
 HZ0014  STATE/COUNTY-  OH/CLERMONT
 HZ0014  USGS QUAD   -  BETHEL (1992)
 HZ0014
 HZ0014                         *CURRENT SURVEY CONTROL
 HZ0014  ___________________________________________________________________
 HZ0014* NAD 83(1995)-  38 57 31.33386(N)    084 02 55.52646(W)     ADJUSTED  
 HZ0014* NAVD 88     -       279.030  (meters)     915.45   (feet)  ADJUSTED  
 HZ0014  ___________________________________________________________________
 HZ0014  X           -     514,927.045 (meters)                     COMP
 HZ0014  Y           -  -4,939,635.527 (meters)                     COMP
 HZ0014  Z           -   3,988,907.478 (meters)                     COMP
 HZ0014  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 HZ0014  ELLIP HEIGHT-         245.43  (meters)          (04/07/03) GPS OBS
 HZ0014  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 HZ0014  DYNAMIC HT  -         278.847 (meters)     914.85  (feet)  COMP
 HZ0014  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 HZ0014
 HZ0014  HORZ ORDER  -  FIRST
 HZ0014  VERT ORDER  -  SECOND    CLASS 0
 HZ0014  ELLP ORDER  -  THIRD     CLASS I
 HZ0014
 HZ0014.The horizontal coordinates were established by GPS observations
 HZ0014.and adjusted by the WOOLPERT CONSULTANTS in April 2003..
 HZ0014
 HZ0014.The orthometric height was determined by differential leveling
 HZ0014.and adjusted by the National Geodetic Survey in June 1991..
 HZ0014
 HZ0014.Photographs are available for this station.
 HZ0014
 HZ0014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HZ0014
 HZ0014.The Laplace correction was computed from DEFLEC99 derived deflections.
 HZ0014
 HZ0014.The ellipsoidal height was determined by GPS observations
 HZ0014.and is referenced to NAD 83.
 HZ0014
 HZ0014.The geoid height was determined by GEOID03.
 HZ0014
 HZ0014.The dynamic height is computed by dividing the NAVD 88
 HZ0014.geopotential number by the normal gravity value computed on the
 HZ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0014.degrees latitude (g = 980.6199 gals.).
 HZ0014
 HZ0014.The modeled gravity was interpolated from observed gravity values.
 HZ0014
 HZ0014;                    North         East     Units Scale Factor Converg.
 HZ0014;SPC OH S     -   107,580.194   465,770.271   MT  0.99996333   -0 58 57.8
 HZ0014;UTM  16      - 4,316,337.022   755,725.670   MT  1.00040533   +1 51 23.9
 HZ0014;UTM  17      - 4,316,615.511   235,823.008   MT  1.00045945   -1 55 05.0
 HZ0014
 HZ0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HZ0014!SPC OH S     -   0.99996149  x   0.99996333  =   0.99992483
 HZ0014!UTM  16      -   0.99996149  x   1.00040533  =   1.00036681
 HZ0014!UTM  17      -   0.99996149  x   1.00045945  =   1.00042093
 HZ0014
 HZ0014                          SUPERSEDED SURVEY CONTROL
 HZ0014
 HZ0014  NAVD 88 (04/07/03)  279.03   (m)          915.5    (f) LEVELING    3  
 HZ0014  NGVD 29 (??/??/92)  279.217  (m)          916.06   (f) ADJ UNCH    2 0
 HZ0014
 HZ0014.Superseded values are not recommended for survey control.
 HZ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0014.See file dsdata.txt to determine how the superseded data were derived.
 HZ0014
 HZ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ5572616337(NAD 83)
 HZ0014_MARKER: DD = SURVEY DISK
 HZ0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HZ0014_SP_SET: CULVERT
 HZ0014_STAMPING: NO STAMPING
 HZ0014_MARK LOGO: OHGS  
 HZ0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 HZ0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HZ0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HZ0014+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 HZ0014
 HZ0014  HISTORY     - Date     Condition        Report By
 HZ0014  HISTORY     - 1935     MONUMENTED       OHGS
 HZ0014  HISTORY     - 1935     GOOD             NGS
 HZ0014  HISTORY     - 20020916 GOOD             WOOLPT
 HZ0014
 HZ0014                          STATION DESCRIPTION
 HZ0014
 HZ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ0014'1.7 MI E FROM BETHEL.
 HZ0014'1.7 MILES EAST ALONG STATE HIGHWAY 125 FROM BETHEL, CLERMONT
 HZ0014'COUNTY, 0.2 MILE WEST OF A GRAVEL ROAD LEADING NORTH, 50 YARDS
 HZ0014'SOUTHEAST OF THE SOUTHEAST CORNER OF A RED BRICK HOUSE, IN THE
 HZ0014'TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT, 18 FEET NORTH
 HZ0014'OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE ROADWAY.
 HZ0014'A STATE SURVEY STANDARD DISK.
 HZ0014
 HZ0014                          STATION RECOVERY (2002)
 HZ0014
 HZ0014'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM)
 HZ0014'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HZ0014' 
 HZ0014' 
 HZ0014'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3307 ***********************************************************************
 AE3307  DESIGNATION -  D 5
 AE3307  PID         -  AE3307
 AE3307  STATE/COUNTY-  OH/MONTGOMERY
 AE3307  USGS QUAD   -  TROTWOOD (1992)
 AE3307
 AE3307                         *CURRENT SURVEY CONTROL
 AE3307  ___________________________________________________________________
 AE3307* NAD 83(1995)-  39 46 33.30966(N)    084 16 41.13735(W)     ADJUSTED  
 AE3307* NAVD 88     -       262.5    (meters)     861.     (feet)  GPS OBS   
 AE3307  ___________________________________________________________________
 AE3307  X           -     489,412.196 (meters)                     COMP
 AE3307  Y           -  -4,884,381.024 (meters)                     COMP
 AE3307  Z           -   4,059,041.669 (meters)                     COMP
 AE3307  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AE3307  ELLIP HEIGHT-         229.27  (meters)          (10/07/05) GPS OBS
 AE3307  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 AE3307
 AE3307  HORZ ORDER  -  FIRST
 AE3307  ELLP ORDER  -  FOURTH    CLASS I
 AE3307
 AE3307.The horizontal coordinates were established by GPS observations
 AE3307.and adjusted by the National Geodetic Survey in September 1997..
 AE3307
 AE3307.The orthometric height was determined by GPS observations and a
 AE3307.high-resolution geoid model.
 AE3307
 AE3307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3307
 AE3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3307
 AE3307.The ellipsoidal height was determined by GPS observations
 AE3307.and is referenced to NAD 83.
 AE3307
 AE3307.The geoid height was determined by GEOID03.
 AE3307
 AE3307;                    North         East     Units Scale Factor Converg.
 AE3307;SPC OH S     -   198,653.022   447,682.625   MT  0.99995921   -1 07 41.6
 AE3307;UTM  16      - 4,406,431.035   733,114.862   MT  1.00026908   +1 44 32.0
 AE3307
 AE3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3307!SPC OH S     -   0.99996403  x   0.99995921  =   0.99992324
 AE3307!UTM  16      -   0.99996403  x   1.00026908  =   1.00023310
 AE3307
 AE3307                          SUPERSEDED SURVEY CONTROL
 AE3307
 AE3307  ELLIP H (09/11/97)  229.34   (m)                       GP(       ) 4 1
 AE3307
 AE3307.Superseded values are not recommended for survey control.
 AE3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3307.See file dsdata.txt to determine how the superseded data were derived.
 AE3307
 AE3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3311506431(NAD 83)
 AE3307_MARKER: DD = SURVEY DISK
 AE3307_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3307_STAMPING: COD D-5
 AE3307_MARK LOGO: CODDOP
 AE3307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3307+STABILITY: SURFACE MOTION
 AE3307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3307+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3307
 AE3307  HISTORY     - Date     Condition        Report By
 AE3307  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3307
 AE3307                          STATION DESCRIPTION
 AE3307
 AE3307'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3307'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3307'RT 35 AND OLIVE RD IN MONTGOMERY COUNTY GO NORTH ALONG OLIVE RD FOR
 AE3307'1.9 MI (3.1 KM)  TO LITTLE RICHOND RD GO EAST ALONG LITTLE RICHMOND RD
 AE3307'FOR 0.75 MI (1.21 KM)  TO STATION ON THE RIGHT. STATION IS A ALUMINUM
 AE3307'DISK IN CONCRETE, STAMPED COD D-5, AND IS FLUSH WITH THE SURFACE OF
 AE3307'THE GROUND. STATION IS LOCATED ACROSS THE ROAD FROM A BUILDING (NO.
 AE3307'5273), 10.2 FT (3.1 M)  SOUTH OF THE LITTLE RICHMOND RD EDGE OF
 AE3307'PAVEMENT, 42.4 FT (12.9 M)  EAST OF A LIGHT POLE, AND 12.2 FT (3.7 M)
 AE3307'WEST OF A MAN HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0287 ***********************************************************************
 JZ0287  DESIGNATION -  D 50
 JZ0287  PID         -  JZ0287
 JZ0287  STATE/COUNTY-  OH/CLERMONT
 JZ0287  USGS QUAD   -  MADEIRA (1988)
 JZ0287
 JZ0287                         *CURRENT SURVEY CONTROL
 JZ0287  ___________________________________________________________________
 JZ0287* NAD 83(1986)-  39 10 35.     (N)    084 17 07.     (W)     SCALED    
 JZ0287* NAVD 88     -       173.321  (meters)     568.64   (feet)  ADJUSTED  
 JZ0287  ___________________________________________________________________
 JZ0287  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ0287  DYNAMIC HT  -         173.212 (meters)     568.28  (feet)  COMP
 JZ0287  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 JZ0287
 JZ0287  VERT ORDER  -  SECOND    CLASS 0
 JZ0287
 JZ0287.The horizontal coordinates were scaled from a topographic map and have
 JZ0287.an estimated accuracy of +/- 6 seconds.
 JZ0287
 JZ0287.The orthometric height was determined by differential leveling
 JZ0287.and adjusted by the National Geodetic Survey in June 1991..
 JZ0287
 JZ0287.The geoid height was determined by GEOID03.
 JZ0287
 JZ0287.The dynamic height is computed by dividing the NAVD 88
 JZ0287.geopotential number by the normal gravity value computed on the
 JZ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0287.degrees latitude (g = 980.6199 gals.).
 JZ0287
 JZ0287.The modeled gravity was interpolated from observed gravity values.
 JZ0287
 JZ0287;                    North         East    Units  Estimated Accuracy
 JZ0287;SPC OH S     -   132,120.      445,750.      MT  (+/- 180 meters Scaled)
 JZ0287
 JZ0287                          SUPERSEDED SURVEY CONTROL
 JZ0287
 JZ0287  NGVD 29 (??/??/92)  173.500  (m)          569.22   (f) ADJ UNCH    2 0
 JZ0287
 JZ0287.Superseded values are not recommended for survey control.
 JZ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0287.See file dsdata.txt to determine how the superseded data were derived.
 JZ0287
 JZ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ345398(NAD 83)
 JZ0287_MARKER: DB = BENCH MARK DISK
 JZ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0287_STAMPING: D 50 1935
 JZ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0287+STABILITY: SURFACE MOTION
 JZ0287
 JZ0287  HISTORY     - Date     Condition        Report By
 JZ0287  HISTORY     - 1935     MONUMENTED       CGS
 JZ0287  HISTORY     - 1953     MARK NOT FOUND   NGS
 JZ0287
 JZ0287                          STATION DESCRIPTION
 JZ0287
 JZ0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JZ0287'0.7 MI SE FROM MILFORD.
 JZ0287'0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JZ0287'AT MILFORD, CLERMONT COUNTY, 186 YARDS SOUTHEAST OF THE CENTER
 JZ0287'OF THE INTERSECTION OF STATE HIGHWAY 28, 16 YARDS SOUTHEAST OF
 JZ0287'THE SOUTHEAST END OF A CONCRETE CULVERT, 8.5 YARDS SOUTHWEST
 JZ0287'OF THE CENTERLINE OF THE HIGHWAY, IN LINE WITH A ROW OF POPLAR
 JZ0287'TREES, AND ABOUT 1-1/2-FEET LOWER THAN THE ROADWAY.  A STATE
 JZ0287'SURVEY STANDARD DISK, STAMPED D 50 1935 AND SET IN THE
 JZ0287'NOTE-- A NEW DRIVE-IN RESTAURANT HAS BEEN BUILT IN THIS AREA,
 JZ0287'THE MARK IS EITHER COVERED FAIRLY DEEP OR HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0494 ***********************************************************************
 JY0494  DESIGNATION -  D 587 RESET
 JY0494  PID         -  JY0494
 JY0494  STATE/COUNTY-  OH/ROSS
 JY0494  USGS QUAD   -  RICHMOND DALE (1992)
 JY0494
 JY0494                         *CURRENT SURVEY CONTROL
 JY0494  ___________________________________________________________________
 JY0494* NAD 83(1986)-  39 11 38.     (N)    082 51 45.     (W)     SCALED    
 JY0494* NAVD 88     -       181.544  (meters)     595.62   (feet)  ADJUSTED  
 JY0494  ___________________________________________________________________
 JY0494  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JY0494  DYNAMIC HT  -         181.433 (meters)     595.25  (feet)  COMP
 JY0494  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 JY0494
 JY0494  VERT ORDER  -  FIRST     CLASS I
 JY0494
 JY0494.The horizontal coordinates were scaled from a topographic map and have
 JY0494.an estimated accuracy of +/- 6 seconds.
 JY0494
 JY0494.The orthometric height was determined by differential leveling
 JY0494.and adjusted by the National Geodetic Survey in June 1991..
 JY0494
 JY0494.The geoid height was determined by GEOID03.
 JY0494
 JY0494.The dynamic height is computed by dividing the NAVD 88
 JY0494.geopotential number by the normal gravity value computed on the
 JY0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0494.degrees latitude (g = 980.6199 gals.).
 JY0494
 JY0494.The modeled gravity was interpolated from observed gravity values.
 JY0494
 JY0494;                    North         East    Units  Estimated Accuracy
 JY0494;SPC OH S     -   132,600.      568,690.      MT  (+/- 180 meters Scaled)
 JY0494
 JY0494                          SUPERSEDED SURVEY CONTROL
 JY0494
 JY0494  NGVD 29 (??/??/92)  181.701  (m)          596.13   (f) ADJ UNCH    1 1
 JY0494
 JY0494.Superseded values are not recommended for survey control.
 JY0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0494.See file dsdata.txt to determine how the superseded data were derived.
 JY0494
 JY0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD391399(NAD 83)
 JY0494_MARKER: DD = SURVEY DISK
 JY0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0494_SP_SET: ABUTMENT
 JY0494_STAMPING: RESET 1949
 JY0494_MARK LOGO: CGS   
 JY0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0494
 JY0494  HISTORY     - Date     Condition        Report By
 JY0494  HISTORY     - 1949     MONUMENTED       USGS
 JY0494  HISTORY     - 1967     GOOD             CGS
 JY0494  HISTORY     - 20050406 GOOD             GEOCAC
 JY0494
 JY0494                          STATION DESCRIPTION
 JY0494
 JY0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0494'4 MI NE FROM OMEGA.
 JY0494'ABOUT 4.0 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0494'FROM THE CROSSING OF STATE HIGHWAY 335 AT OMEGA, 0.2 MILE NORTH OF
 JY0494'MILEPOST N 644, 0.2 MILE SOUTH OF A GRADED ROAD CROSSING AT HIGBY,
 JY0494'SET ON THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF
 JY0494'THE BRIDGE OVER SANDY BOTTOM CREEK, 34.4 FEET WEST OF THE WEST RAIL
 JY0494'AND ABOUT LEVEL WITH THE TRACK.
 JY0494
 JY0494                          STATION RECOVERY (2005)
 JY0494
 JY0494'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0494'WAAS CORRECTED NAD83 HANDHELD GPS COORDINATES  39 11 38.0(N)  82 51
 JY0494'45.2(W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3301 ***********************************************************************
 AE3301  DESIGNATION -  D 6
 AE3301  PID         -  AE3301
 AE3301  STATE/COUNTY-  OH/MONTGOMERY
 AE3301  USGS QUAD   -  DAYTON NORTH (1996)
 AE3301
 AE3301                         *CURRENT SURVEY CONTROL
 AE3301  ___________________________________________________________________
 AE3301* NAD 83(1995)-  39 47 19.60853(N)    084 13 43.29340(W)     ADJUSTED  
 AE3301* NAVD 88     -       294.9    (meters)     968.     (feet)  GPS OBS   
 AE3301  ___________________________________________________________________
 AE3301  X           -     493,534.005 (meters)                     COMP
 AE3301  Y           -  -4,883,072.908 (meters)                     COMP
 AE3301  Z           -   4,060,159.794 (meters)                     COMP
 AE3301  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AE3301  ELLIP HEIGHT-         261.68  (meters)          (10/07/05) GPS OBS
 AE3301  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AE3301
 AE3301  HORZ ORDER  -  FIRST
 AE3301  ELLP ORDER  -  FOURTH    CLASS I
 AE3301
 AE3301.The horizontal coordinates were established by GPS observations
 AE3301.and adjusted by the National Geodetic Survey in September 1997..
 AE3301
 AE3301.The orthometric height was determined by GPS observations and a
 AE3301.high-resolution geoid model.
 AE3301
 AE3301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3301
 AE3301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3301
 AE3301.The ellipsoidal height was determined by GPS observations
 AE3301.and is referenced to NAD 83.
 AE3301
 AE3301.The geoid height was determined by GEOID03.
 AE3301
 AE3301;                    North         East     Units Scale Factor Converg.
 AE3301;SPC OH S     -   199,998.470   451,941.296   MT  0.99996077   -1 05 48.8
 AE3301;UTM  16      - 4,407,988.588   737,302.146   MT  1.00029333   +1 46 27.7
 AE3301
 AE3301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3301!SPC OH S     -   0.99995895  x   0.99996077  =   0.99991972
 AE3301!UTM  16      -   0.99995895  x   1.00029333  =   1.00025227
 AE3301
 AE3301                          SUPERSEDED SURVEY CONTROL
 AE3301
 AE3301  ELLIP H (09/11/97)  261.76   (m)                       GP(       ) 4 1
 AE3301
 AE3301.Superseded values are not recommended for survey control.
 AE3301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3301.See file dsdata.txt to determine how the superseded data were derived.
 AE3301
 AE3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3730207989(NAD 83)
 AE3301_MARKER: DD = SURVEY DISK
 AE3301_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3301_STAMPING: COD D-6
 AE3301_MARK LOGO: CODDOP
 AE3301_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3301+STABILITY: SURFACE MOTION
 AE3301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3301+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3301
 AE3301  HISTORY     - Date     Condition        Report By
 AE3301  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3301
 AE3301                          STATION DESCRIPTION
 AE3301
 AE3301'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3301'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3301'I-75 AND RT 49 IN MONTGOMERY COUNTY NEAR GOOD SAMARITAN HOSPITAL GO
 AE3301'NORTHWEST ALONG RT 49 FOR 2.25 MI (3.62 KM)  TO RAVENWOOD AVE GO NORTH
 AE3301'ALONG RAVENWOOD AVE FOR 0.20 MI (0.32 KM)  TO THE INTERSECTION OF
 AE3301'RAVENWOOD AVE AND WEST FAIRVIEW AVE PROCEED NORTH ALONG AND AROUND TO
 AE3301'THE STATION NORTHWEST OF THE WATER TOWER. STATION IS AN ALUMINUM DISK
 AE3301'IN CONCRETE, STAMPED COD D-6, AND IS FLUSH WITH THE SURFACE OF THE
 AE3301'GROUND. THE STATION IS IN AN AREA SURROUNDED BY CHAIN-LINK FENCING.
 AE3301'THE STATION IS 110.6 FT (33.7 M) EAST OF THE WEST FENCE LINE, 29.7 FT
 AE3301'(9.1 M)  SOUTH OF THE NORTH FENCE LINE, AND 134.8 FT (41.1 M)
 AE3301'NORTHWEST OF THE NORTHWEST CORNER OF A SHED ALONG THE EAST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1288 ***********************************************************************
 KY1288  DESIGNATION -  D 62
 KY1288  PID         -  KY1288
 KY1288  STATE/COUNTY-  OH/STARK
 KY1288  USGS QUAD   -  ROBERTSVILLE (1994)
 KY1288
 KY1288                         *CURRENT SURVEY CONTROL
 KY1288  ___________________________________________________________________
 KY1288* NAD 83(1986)-  40 46 44.     (N)    081 09 08.     (W)     SCALED    
 KY1288* NAVD 88     -       338.560  (meters)    1110.76   (feet)  ADJUSTED  
 KY1288  ___________________________________________________________________
 KY1288  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KY1288  DYNAMIC HT  -         338.397 (meters)    1110.22  (feet)  COMP
 KY1288  MODELED GRAV-     980,133.9   (mgal)                       NAVD 88
 KY1288
 KY1288  VERT ORDER  -  SECOND    CLASS 0
 KY1288
 KY1288.The horizontal coordinates were scaled from a topographic map and have
 KY1288.an estimated accuracy of +/- 6 seconds.
 KY1288
 KY1288.The orthometric height was determined by differential leveling
 KY1288.and adjusted by the National Geodetic Survey in June 1991..
 KY1288
 KY1288.The geoid height was determined by GEOID03.
 KY1288
 KY1288.The dynamic height is computed by dividing the NAVD 88
 KY1288.geopotential number by the normal gravity value computed on the
 KY1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1288.degrees latitude (g = 980.6199 gals.).
 KY1288
 KY1288.The modeled gravity was interpolated from observed gravity values.
 KY1288
 KY1288;                    North         East    Units  Estimated Accuracy
 KY1288;SPC OH N     -   124,390.      713,760.      MT  (+/- 180 meters Scaled)
 KY1288
 KY1288                          SUPERSEDED SURVEY CONTROL
 KY1288
 KY1288  NGVD 29 (??/??/92)  338.728  (m)         1111.31   (f) ADJ UNCH    2 0
 KY1288
 KY1288.Superseded values are not recommended for survey control.
 KY1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1288.See file dsdata.txt to determine how the superseded data were derived.
 KY1288
 KY1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF871142(NAD 83)
 KY1288_MARKER: DB = BENCH MARK DISK
 KY1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1288_STAMPING: D 62 1934
 KY1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1288+STABILITY: SURFACE MOTION
 KY1288
 KY1288  HISTORY     - Date     Condition        Report By
 KY1288  HISTORY     - 1934     MONUMENTED       CGS
 KY1288  HISTORY     - 19910703 MARK NOT FOUND   OHDT
 KY1288  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 KY1288
 KY1288                          STATION DESCRIPTION
 KY1288
 KY1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1288'1.2 MI S FROM PARIS.
 KY1288'1.2 MILES SOUTH ALONG THE ALLIANCE BRANCH OF THE NEW YORK CENTRAL
 KY1288'RAILROAD FROM THE STATION AT PARIS, STARK COUNTY, 175 YARDS
 KY1288'SOUTH OF THE PENNSYLVANIA RAILROAD BRIDGE OVER THE NEW YORK
 KY1288'CENTRAL RAILROAD, 68 YARDS SOUTH OF THE SWITCH STAND OF A SPUR
 KY1288'TRACK FROM A SIDING, 10 YARDS NORTH OF A TELEPHONE BOOTH, 9
 KY1288'YARDS EAST OF THE EAST RAIL OF THE MAIN TRACK, 2.3 FEET SOUTHEAST
 KY1288'OF THE SOUTH END OF A GATE, AND ABOUT LEVEL WITH THE TOP OF THE
 KY1288'RAIL.  A STANDARD DISK, STAMPED D 62 1934 AND SET IN THE TOP OF
 KY1288'A CONCRETE POST.
 KY1288
 KY1288                          STATION RECOVERY (1991)
 KY1288
 KY1288'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (SJ)
 KY1288'----- REPORT BY ODOT -------1991-------- CONDITION - UNKNOWN -------
 KY1288'NOTE*BOTH SETS OF TRACKS HAVE BEEN REMOVED AND MOST OF THE BRIDGE
 KY1288'PIERS DESTROYED.
 KY1288
 KY1288                          STATION RECOVERY (1998)
 KY1288
 KY1288'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1420 ***********************************************************************
 KY1420  DESIGNATION -  D 64
 KY1420  PID         -  KY1420
 KY1420  STATE/COUNTY-  OH/BELMONT
 KY1420  USGS QUAD   -  BETHESDA (1978)
 KY1420
 KY1420                         *CURRENT SURVEY CONTROL
 KY1420  ___________________________________________________________________
 KY1420* NAD 83(1986)-  40 03 58.     (N)    081 03 40.     (W)     SCALED    
 KY1420* NAVD 88     -       386.189  (meters)    1267.02   (feet)  POSTED    
 KY1420  ___________________________________________________________________
 KY1420  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY1420  DYNAMIC HT  -         385.970 (meters)    1266.30  (feet)  COMP
 KY1420  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 KY1420
 KY1420  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KY1420
 KY1420.The horizontal coordinates were scaled from a topographic map and have
 KY1420.an estimated accuracy of +/- 6 seconds.
 KY1420
 KY1420.The orthometric height was determined by differential leveling
 KY1420.and adjusted by the National Geodetic Survey in 1992..
 KY1420.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KY1420.rate of 1.1 thru 2.0 mm/km.
 KY1420
 KY1420.The geoid height was determined by GEOID03.
 KY1420
 KY1420.The dynamic height is computed by dividing the NAVD 88
 KY1420.geopotential number by the normal gravity value computed on the
 KY1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1420.degrees latitude (g = 980.6199 gals.).
 KY1420
 KY1420.The modeled gravity was interpolated from observed gravity values.
 KY1420
 KY1420;                    North         East    Units  Estimated Accuracy
 KY1420;SPC OH S     -   230,350.      722,750.      MT  (+/- 180 meters Scaled)
 KY1420
 KY1420                          SUPERSEDED SURVEY CONTROL
 KY1420
 KY1420  NGVD 29 (??/??/92)  386.374  (m)         1267.63   (f) ADJ UNCH    2 0
 KY1420
 KY1420.Superseded values are not recommended for survey control.
 KY1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1420.See file dsdata.txt to determine how the superseded data were derived.
 KY1420
 KY1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME947350(NAD 83)
 KY1420_MARKER: DB = BENCH MARK DISK
 KY1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1420_STAMPING: D 64 1934
 KY1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1420+STABILITY: SURFACE MOTION
 KY1420
 KY1420  HISTORY     - Date     Condition        Report By
 KY1420  HISTORY     - 1934     MONUMENTED       CGS
 KY1420  HISTORY     - 1960     GOOD             NGS
 KY1420
 KY1420                          STATION DESCRIPTION
 KY1420
 KY1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY1420'AT MORRISTOWN.
 KY1420'AT MORRISTOWN, BELMONT COUNTY, 30 YARDS NORTH OF THE NORTHWEST
 KY1420'CORNER OF THE RAMSEY GARAGE, AT THE INTERSECTION OF U.S. HIGHWAY
 KY1420'40 AND STATE HIGHWAY 149, 8 YARDS NORTH OF THE CENTERLINE OF
 KY1420'U.S. HIGHWAY 40, 3 FEET WEST OF A POLE, 1.5 FEET SOUTH OF A
 KY1420'WIRE FENCE, AND ABOUT 4 FEET HIGHER THAN U.S. HIGHWAY 40.  A
 KY1420'STANDARD DISK STAMPED D 64 1934 AND SET IN THE TOP OF A CONCRETE
 KY1420'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1357 ***********************************************************************
 KY1357  DESIGNATION -  D 64 X
 KY1357  PID         -  KY1357
 KY1357  STATE/COUNTY-  OH/HARRISON
 KY1357  USGS QUAD   -  PIEDMONT (1994)
 KY1357
 KY1357                         *CURRENT SURVEY CONTROL
 KY1357  ___________________________________________________________________
 KY1357* NAD 83(1986)-  40 12 14.     (N)    081 13 50.     (W)     SCALED    
 KY1357* NAVD 88     -       270.975  (meters)     889.02   (feet)  ADJUSTED  
 KY1357  ___________________________________________________________________
 KY1357  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY1357  DYNAMIC HT  -         270.829 (meters)     888.54  (feet)  COMP
 KY1357  MODELED GRAV-     980,078.9   (mgal)                       NAVD 88
 KY1357
 KY1357  VERT ORDER  -  SECOND    CLASS 0
 KY1357
 KY1357.The horizontal coordinates were scaled from a topographic map and have
 KY1357.an estimated accuracy of +/- 6 seconds.
 KY1357
 KY1357.The orthometric height was determined by differential leveling
 KY1357.and adjusted by the National Geodetic Survey in June 1991..
 KY1357
 KY1357.The geoid height was determined by GEOID03.
 KY1357
 KY1357.The dynamic height is computed by dividing the NAVD 88
 KY1357.geopotential number by the normal gravity value computed on the
 KY1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1357.degrees latitude (g = 980.6199 gals.).
 KY1357
 KY1357.The modeled gravity was interpolated from observed gravity values.
 KY1357
 KY1357;                    North         East    Units  Estimated Accuracy
 KY1357;SPC OH N     -    60,440.      708,080.      MT  (+/- 180 meters Scaled)
 KY1357
 KY1357                          SUPERSEDED SURVEY CONTROL
 KY1357
 KY1357  NGVD 29 (??/??/92)  271.160  (m)          889.63   (f) ADJ UNCH    2 0
 KY1357
 KY1357.Superseded values are not recommended for survey control.
 KY1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1357.See file dsdata.txt to determine how the superseded data were derived.
 KY1357
 KY1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME803504(NAD 83)
 KY1357_MARKER: DB = BENCH MARK DISK
 KY1357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1357_SP_SET: ABUTMENT
 KY1357_STAMPING: D 64 X 1934
 KY1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1357
 KY1357  HISTORY     - Date     Condition        Report By
 KY1357  HISTORY     - 1934     MONUMENTED       CGS
 KY1357  HISTORY     - 1944     GOOD             NGS
 KY1357
 KY1357                          STATION DESCRIPTION
 KY1357
 KY1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KY1357'1.8 MI NW FROM PIEDMONT.
 KY1357'1.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1357'THE STATION AT PIEDMONT, HARRISON COUNTY, 1 POLE NORTHWEST OF
 KY1357'POLE 41+20, AT BRIDGE 6 OVER STILLWATER CREEK, IN THE TOP OF
 KY1357'THE NORTHWEST ABUTMENT, 5.8 FEET NORTHEAST OF THE SOUTHEAST
 KY1357'END, 5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT
 KY1357'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 KY1357'D 64 X 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1457 ***********************************************************************
 JX1457  DESIGNATION -  D 65
 JX1457  PID         -  JX1457
 JX1457  STATE/COUNTY-  OH/NOBLE
 JX1457  USGS QUAD   -  CALDWELL NORTH (1994)
 JX1457
 JX1457                         *CURRENT SURVEY CONTROL
 JX1457  ___________________________________________________________________
 JX1457* NAD 83(1986)-  39 48 33.     (N)    081 34 32.     (W)     SCALED    
 JX1457* NAVD 88     -       230.533  (meters)     756.34   (feet)  ADJUSTED  
 JX1457  ___________________________________________________________________
 JX1457  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JX1457  DYNAMIC HT  -         230.401 (meters)     755.91  (feet)  COMP
 JX1457  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 JX1457
 JX1457  VERT ORDER  -  SECOND    CLASS 0
 JX1457
 JX1457.The horizontal coordinates were scaled from a topographic map and have
 JX1457.an estimated accuracy of +/- 6 seconds.
 JX1457
 JX1457.The orthometric height was determined by differential leveling
 JX1457.and adjusted by the National Geodetic Survey in June 1991..
 JX1457
 JX1457.The geoid height was determined by GEOID03.
 JX1457
 JX1457.The dynamic height is computed by dividing the NAVD 88
 JX1457.geopotential number by the normal gravity value computed on the
 JX1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1457.degrees latitude (g = 980.6199 gals.).
 JX1457
 JX1457.The modeled gravity was interpolated from observed gravity values.
 JX1457
 JX1457;                    North         East    Units  Estimated Accuracy
 JX1457;SPC OH S     -   201,250.      679,160.      MT  (+/- 180 meters Scaled)
 JX1457
 JX1457                          SUPERSEDED SURVEY CONTROL
 JX1457
 JX1457  NGVD 29 (??/??/92)  230.715  (m)          756.94   (f) ADJ UNCH    2 0
 JX1457
 JX1457.Superseded values are not recommended for survey control.
 JX1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1457.See file dsdata.txt to determine how the superseded data were derived.
 JX1457
 JX1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME507067(NAD 83)
 JX1457_MARKER: DB = BENCH MARK DISK
 JX1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1457_STAMPING: D 65 1934
 JX1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1457+STABILITY: SURFACE MOTION
 JX1457
 JX1457  HISTORY     - Date     Condition        Report By
 JX1457  HISTORY     - 1934     MONUMENTED       CGS
 JX1457  HISTORY     - 1942     GOOD             NGS
 JX1457
 JX1457                          STATION DESCRIPTION
 JX1457
 JX1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JX1457'AT COAL RIDGE.
 JX1457'AT COAL RIDGE, NOBLE COUNTY, ON THE PENNSYLVANIA RAILROAD,
 JX1457'31 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE TWO-STORY FRAME
 JX1457'SCHOOLHOUSE, 10 YARDS NORTH OF THE CROSSING OF STATE HIGHWAY 340,
 JX1457'3 YARDS EAST OF THE EAST RAIL, AND ABOUT 6 INCHES LOWER THAN
 JX1457'THE TRACK.  A STANDARD DISK, STAMPED D 65 1934 AND SET IN THE
 JX1457'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1414 ***********************************************************************
 JX1414  DESIGNATION -  D 65 X
 JX1414  PID         -  JX1414
 JX1414  STATE/COUNTY-  OH/MUSKINGUM
 JX1414  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX1414
 JX1414                         *CURRENT SURVEY CONTROL
 JX1414  ___________________________________________________________________
 JX1414* NAD 83(1986)-  39 58 40.     (N)    081 57 18.     (W)     SCALED    
 JX1414* NAVD 88     -       239.750  (meters)     786.58   (feet)  ADJUSTED  
 JX1414  ___________________________________________________________________
 JX1414  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX1414  DYNAMIC HT  -         239.620 (meters)     786.15  (feet)  COMP
 JX1414  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 JX1414
 JX1414  VERT ORDER  -  FIRST     CLASS II
 JX1414
 JX1414.The horizontal coordinates were scaled from a topographic map and have
 JX1414.an estimated accuracy of +/- 6 seconds.
 JX1414
 JX1414.The orthometric height was determined by differential leveling
 JX1414.and adjusted by the National Geodetic Survey in June 1991..
 JX1414
 JX1414.The geoid height was determined by GEOID03.
 JX1414
 JX1414.The dynamic height is computed by dividing the NAVD 88
 JX1414.geopotential number by the normal gravity value computed on the
 JX1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1414.degrees latitude (g = 980.6199 gals.).
 JX1414
 JX1414.The modeled gravity was interpolated from observed gravity values.
 JX1414
 JX1414;                    North         East    Units  Estimated Accuracy
 JX1414;SPC OH S     -   219,710.      646,550.      MT  (+/- 180 meters Scaled)
 JX1414
 JX1414                          SUPERSEDED SURVEY CONTROL
 JX1414
 JX1414  NGVD 29 (??/??/92)  239.974  (m)          787.31   (f) ADJ UNCH    1 2
 JX1414
 JX1414.Superseded values are not recommended for survey control.
 JX1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1414.See file dsdata.txt to determine how the superseded data were derived.
 JX1414
 JX1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME184257(NAD 83)
 JX1414_MARKER: DB = BENCH MARK DISK
 JX1414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1414_SP_SET: CULVERT
 JX1414_STAMPING: D 65 X 1934
 JX1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1414
 JX1414  HISTORY     - Date     Condition        Report By
 JX1414  HISTORY     - 1934     MONUMENTED       CGS
 JX1414  HISTORY     - 1954     GOOD             NGS
 JX1414
 JX1414                          STATION DESCRIPTION
 JX1414
 JX1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JX1414'4.4 MI NE FROM ZANESVILLE.
 JX1414'4.45 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1414'THE STATION AT ZANESVILLE, ABOUT 20 YARDS EAST OF EAST END OF A
 JX1414'CUT, BETWEEN TELEPHONE POLES 74/03 AND 74/04, IN THE TOP AND 3
 JX1414'FEET EAST OF WEST END OF SOUTH CONCRETE HEAD WALL OF A 4-FOOT
 JX1414'CONCRETE CULVERT UNDER TRACKS, 34 1/2 FEET SOUTH OF SOUTH RAIL
 JX1414'AND ABOUT 12 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0814 ***********************************************************************
 JX0814  DESIGNATION -  D 66
 JX0814  PID         -  JX0814
 JX0814  STATE/COUNTY-  OH/NOBLE
 JX0814  USGS QUAD   -  SARAHSVILLE (1994)
 JX0814
 JX0814                         *CURRENT SURVEY CONTROL
 JX0814  ___________________________________________________________________
 JX0814* NAD 83(1986)-  39 45 45.     (N)    081 23 18.     (W)     SCALED    
 JX0814* NAVD 88     -       231.605  (meters)     759.86   (feet)  ADJUSTED  
 JX0814  ___________________________________________________________________
 JX0814  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JX0814  DYNAMIC HT  -         231.471 (meters)     759.42  (feet)  COMP
 JX0814  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 JX0814
 JX0814  VERT ORDER  -  SECOND    CLASS 0
 JX0814
 JX0814.The horizontal coordinates were scaled from a topographic map and have
 JX0814.an estimated accuracy of +/- 6 seconds.
 JX0814
 JX0814.The orthometric height was determined by differential leveling
 JX0814.and adjusted by the National Geodetic Survey in June 1991..
 JX0814
 JX0814.The geoid height was determined by GEOID03.
 JX0814
 JX0814.The dynamic height is computed by dividing the NAVD 88
 JX0814.geopotential number by the normal gravity value computed on the
 JX0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0814.degrees latitude (g = 980.6199 gals.).
 JX0814
 JX0814.The modeled gravity was interpolated from observed gravity values.
 JX0814
 JX0814;                    North         East    Units  Estimated Accuracy
 JX0814;SPC OH S     -   196,250.      695,250.      MT  (+/- 180 meters Scaled)
 JX0814
 JX0814                          SUPERSEDED SURVEY CONTROL
 JX0814
 JX0814  NGVD 29 (??/??/92)  231.776  (m)          760.42   (f) ADJ UNCH    2 0
 JX0814
 JX0814.Superseded values are not recommended for survey control.
 JX0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0814.See file dsdata.txt to determine how the superseded data were derived.
 JX0814
 JX0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME667014(NAD 83)
 JX0814_MARKER: DB = BENCH MARK DISK
 JX0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0814_STAMPING: D 66 1934
 JX0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0814+STABILITY: SURFACE MOTION
 JX0814
 JX0814  HISTORY     - Date     Condition        Report By
 JX0814  HISTORY     - 1934     MONUMENTED       CGS
 JX0814  HISTORY     - 1960     MARK NOT FOUND   USGS
 JX0814
 JX0814                          STATION DESCRIPTION
 JX0814
 JX0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0814'3.8 MI W FROM SUMMERFIELD.
 JX0814'3.8 MILES WEST ALONG STATE HIGHWAY 78 FROM THE JUCTION OF STATE
 JX0814'HIGHWAY 146 AT SUMMERFIELD, NOBLE COUNTY, AT THE JUCTION OF
 JX0814'STATE HIGHWAY 260, 8 YARDS SOUTH OF THE CENTERLINE OF STATE
 JX0814'HIGHWAY 260, 3 YARDS EAST OF A DIRECTION SIGNPOST, 3 FEET WEST
 JX0814'OF A POLE, AND ABOUT 6 INCHES ABOVE THE LEVEL OF STATE HIGHWAY
 JX0814'260.  A STANDARD DISK, STAMPED D 66 1934 AND SET IN THE TOP OF A
 JX0814'CONCRETE POST.
 JX0814
 JX0814                          STATION RECOVERY (1960)
 JX0814
 JX0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JX0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0118 ***********************************************************************
 JY0118  DESIGNATION -  D 68
 JY0118  PID         -  JY0118
 JY0118  STATE/COUNTY-  OH/FAIRFIELD
 JY0118  USGS QUAD   -  RUSHVILLE (1994)
 JY0118
 JY0118                         *CURRENT SURVEY CONTROL
 JY0118  ___________________________________________________________________
 JY0118* NAD 83(1986)-  39 47 39.     (N)    082 28 39.     (W)     SCALED    
 JY0118* NAVD 88     -       270.228  (meters)     886.57   (feet)  ADJUSTED  
 JY0118  ___________________________________________________________________
 JY0118  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JY0118  DYNAMIC HT  -         270.071 (meters)     886.06  (feet)  COMP
 JY0118  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 JY0118
 JY0118  VERT ORDER  -  SECOND    CLASS 0
 JY0118
 JY0118.The horizontal coordinates were scaled from a topographic map and have
 JY0118.an estimated accuracy of +/- 6 seconds.
 JY0118
 JY0118.The orthometric height was determined by differential leveling
 JY0118.and adjusted by the National Geodetic Survey in June 1991..
 JY0118
 JY0118.The geoid height was determined by GEOID03.
 JY0118
 JY0118.The dynamic height is computed by dividing the NAVD 88
 JY0118.geopotential number by the normal gravity value computed on the
 JY0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0118.degrees latitude (g = 980.6199 gals.).
 JY0118
 JY0118.The modeled gravity was interpolated from observed gravity values.
 JY0118
 JY0118;                    North         East    Units  Estimated Accuracy
 JY0118;SPC OH S     -   199,180.      601,930.      MT  (+/- 180 meters Scaled)
 JY0118
 JY0118                          SUPERSEDED SURVEY CONTROL
 JY0118
 JY0118  NGVD 29 (??/??/92)  270.457  (m)          887.32   (f) ADJ UNCH    2 0
 JY0118
 JY0118.Superseded values are not recommended for survey control.
 JY0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0118.See file dsdata.txt to determine how the superseded data were derived.
 JY0118
 JY0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE735059(NAD 83)
 JY0118_MARKER: DB = BENCH MARK DISK
 JY0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0118_STAMPING: D 68 1934
 JY0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0118+STABILITY: SURFACE MOTION
 JY0118
 JY0118  HISTORY     - Date     Condition        Report By
 JY0118  HISTORY     - 1934     MONUMENTED       CGS
 JY0118  HISTORY     - 1960     MARK NOT FOUND   USGS
 JY0118
 JY0118                          STATION DESCRIPTION
 JY0118
 JY0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0118'2.5 MI S FROM PLEASANTVILLE.
 JY0118'2.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 JY0118'STATION AT PLEASANTVILLE, FAIRFIELD COUNTY, 102 FEET SOUTH OF
 JY0118'MILEPOST 166, 400 YARDS NORTH OF A DIRT-ROAD CROSSING, 30 FEET
 JY0118'EAST OF THE EAST RAIL, 12 FEET NORTH OF A FENCE CORNER, AND ABOUT
 JY0118'3 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED
 JY0118'D 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JY0118
 JY0118                          STATION RECOVERY (1960)
 JY0118
 JY0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JY0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0208 ***********************************************************************
 JY0208  DESIGNATION -  D 69
 JY0208  PID         -  JY0208
 JY0208  STATE/COUNTY-  OH/VINTON
 JY0208  USGS QUAD   -  MC ARTHUR (1995)
 JY0208
 JY0208                         *CURRENT SURVEY CONTROL
 JY0208  ___________________________________________________________________
 JY0208* NAD 83(1986)-  39 14 55.     (N)    082 28 30.     (W)     SCALED    
 JY0208* NAVD 88     -       223.339  (meters)     732.74   (feet)  ADJUSTED  
 JY0208  ___________________________________________________________________
 JY0208  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JY0208  DYNAMIC HT  -         223.203 (meters)     732.29  (feet)  COMP
 JY0208  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 JY0208
 JY0208  VERT ORDER  -  FIRST     CLASS II
 JY0208
 JY0208.The horizontal coordinates were scaled from a topographic map and have
 JY0208.an estimated accuracy of +/- 6 seconds.
 JY0208
 JY0208.The orthometric height was determined by differential leveling
 JY0208.and adjusted by the National Geodetic Survey in June 1991..
 JY0208
 JY0208.The geoid height was determined by GEOID03.
 JY0208
 JY0208.The dynamic height is computed by dividing the NAVD 88
 JY0208.geopotential number by the normal gravity value computed on the
 JY0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0208.degrees latitude (g = 980.6199 gals.).
 JY0208
 JY0208.The modeled gravity was interpolated from observed gravity values.
 JY0208
 JY0208;                    North         East    Units  Estimated Accuracy
 JY0208;SPC OH S     -   138,610.      602,160.      MT  (+/- 180 meters Scaled)
 JY0208
 JY0208                          SUPERSEDED SURVEY CONTROL
 JY0208
 JY0208  NGVD 29 (??/??/92)  223.506  (m)          733.29   (f) ADJ UNCH    1 2
 JY0208
 JY0208.Superseded values are not recommended for survey control.
 JY0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0208.See file dsdata.txt to determine how the superseded data were derived.
 JY0208
 JY0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD727454(NAD 83)
 JY0208_MARKER: DB = BENCH MARK DISK
 JY0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0208_STAMPING: D 69 1934
 JY0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0208+STABILITY: SURFACE MOTION
 JY0208
 JY0208  HISTORY     - Date     Condition        Report By
 JY0208  HISTORY     - 1934     MONUMENTED       CGS
 JY0208  HISTORY     - 1943     GOOD             NGS
 JY0208
 JY0208                          STATION DESCRIPTION
 JY0208
 JY0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0208'AT MC ARTHUR.
 JY0208'AT MC ARTHUR, VINTON COUNTY, 144 FEET SOUTHEAST OF THE SOUTHEAST
 JY0208'CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 27 FEET SOUTHEAST
 JY0208'OF THE CENTER OF A PAVED-ROAD CROSSING, 45 FEET EAST OF THE
 JY0208'EAST RAIL, 5.2 FEET NORTHEAST OF A WARNING SIGN, 9 FEET NORTH
 JY0208'OF THE NORTH EDGE OF A SIDEWALK, 3 FEET SOUTH OF A POLE, AND
 JY0208'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 JY0208'STAMPED D 69 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0576 ***********************************************************************
 MB0576  DESIGNATION -  D 7
 MB0576  PID         -  MB0576
 MB0576  STATE/COUNTY-  OH/TRUMBULL
 MB0576  USGS QUAD   -  WARREN (1994)
 MB0576
 MB0576                         *CURRENT SURVEY CONTROL
 MB0576  ___________________________________________________________________
 MB0576* NAD 83(1986)-  41 08 34.     (N)    080 50 18.     (W)     SCALED    
 MB0576* NAVD 88     -       289.368  (meters)     949.37   (feet)  ADJUSTED  
 MB0576  ___________________________________________________________________
 MB0576  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0576  DYNAMIC HT  -         289.239 (meters)     948.95  (feet)  COMP
 MB0576  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 MB0576
 MB0576  VERT ORDER  -  FIRST     CLASS II
 MB0576
 MB0576.The horizontal coordinates were scaled from a topographic map and have
 MB0576.an estimated accuracy of +/- 6 seconds.
 MB0576
 MB0576.The orthometric height was determined by differential leveling
 MB0576.and adjusted by the National Geodetic Survey in June 1991..
 MB0576
 MB0576.The geoid height was determined by GEOID03.
 MB0576
 MB0576.The dynamic height is computed by dividing the NAVD 88
 MB0576.geopotential number by the normal gravity value computed on the
 MB0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0576.degrees latitude (g = 980.6199 gals.).
 MB0576
 MB0576.The modeled gravity was interpolated from observed gravity values.
 MB0576
 MB0576;                    North         East    Units  Estimated Accuracy
 MB0576;SPC OH N     -   165,250.      739,490.      MT  (+/- 180 meters Scaled)
 MB0576
 MB0576                          SUPERSEDED SURVEY CONTROL
 MB0576
 MB0576  NGVD 29 (??/??/92)  289.548  (m)          949.96   (f) ADJ UNCH    1 2
 MB0576
 MB0576.Superseded values are not recommended for survey control.
 MB0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0576.See file dsdata.txt to determine how the superseded data were derived.
 MB0576
 MB0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF135546(NAD 83)
 MB0576_MARKER: P = PIPE CAP
 MB0576_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MB0576_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MB0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0576
 MB0576  HISTORY     - Date     Condition        Report By
 MB0576  HISTORY     - 1950     MONUMENTED       USGS
 MB0576  HISTORY     - 1950     GOOD             NGS
 MB0576  HISTORY     - 19910530 MARK NOT FOUND   OHDT
 MB0576  HISTORY     - 20060422 MARK NOT FOUND   GEOCAC
 MB0576
 MB0576                          STATION DESCRIPTION
 MB0576
 MB0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0576'3.4 MI NE FROM NORTH JACKSON.
 MB0576'ABOUT 3.4 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MB0576'ITS STATION AT NORTH JACKSON AT AN EAST-WEST ROAD CROSSING.  IT
 MB0576'IS 28.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 17.5 FEET NORTH OF
 MB0576'THE CENTERLINE OF THE ROAD AND 7.5 FEET EAST-NORTHEAST OF A POLE
 MB0576'AND 2 FEET EAST OF A WHITE WITNESS POST.  A USGS CAP ON PIPE
 MB0576'PROJECTING 16 INCHES AND IS ABOUT 3 BELOW THE LEVEL OF THE TRACK.
 MB0576
 MB0576                          STATION RECOVERY (1991)
 MB0576
 MB0576'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991
 MB0576'------ REPORT BY ODOT ---------1991--------- CONDITION - UNKNOWN ----
 MB0576'NOTE*UNABLE TO FIND PIPE.
 MB0576
 MB0576                          STATION RECOVERY (2006)
 MB0576
 MB0576'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1190 ***********************************************************************
 JX1190  DESIGNATION -  D 70
 JX1190  PID         -  JX1190
 JX1190  STATE/COUNTY-  OH/ATHENS
 JX1190  USGS QUAD   -  AMESVILLE (1994)
 JX1190
 JX1190                         *CURRENT SURVEY CONTROL
 JX1190  ___________________________________________________________________
 JX1190* NAD 83(1986)-  39 23 08.     (N)    081 59 23.     (W)     SCALED    
 JX1190* NAVD 88     -       198.824  (meters)     652.31   (feet)  ADJUSTED  
 JX1190  ___________________________________________________________________
 JX1190  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX1190  DYNAMIC HT  -         198.705 (meters)     651.92  (feet)  COMP
 JX1190  MODELED GRAV-     980,024.4   (mgal)                       NAVD 88
 JX1190
 JX1190  VERT ORDER  -  SECOND    CLASS 0
 JX1190
 JX1190.The horizontal coordinates were scaled from a topographic map and have
 JX1190.an estimated accuracy of +/- 6 seconds.
 JX1190
 JX1190.The orthometric height was determined by differential leveling
 JX1190.and adjusted by the National Geodetic Survey in June 1991..
 JX1190
 JX1190.The geoid height was determined by GEOID03.
 JX1190
 JX1190.The dynamic height is computed by dividing the NAVD 88
 JX1190.geopotential number by the normal gravity value computed on the
 JX1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1190.degrees latitude (g = 980.6199 gals.).
 JX1190
 JX1190.The modeled gravity was interpolated from observed gravity values.
 JX1190
 JX1190;                    North         East    Units  Estimated Accuracy
 JX1190;SPC OH S     -   153,940.      643,960.      MT  (+/- 180 meters Scaled)
 JX1190
 JX1190                          SUPERSEDED SURVEY CONTROL
 JX1190
 JX1190  NGVD 29 (??/??/92)  199.002  (m)          652.89   (f) ADJ UNCH    2 0
 JX1190
 JX1190.Superseded values are not recommended for survey control.
 JX1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1190.See file dsdata.txt to determine how the superseded data were derived.
 JX1190
 JX1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD147600(NAD 83)
 JX1190_MARKER: DB = BENCH MARK DISK
 JX1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1190_STAMPING: D 70 1934
 JX1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1190+STABILITY: SURFACE MOTION
 JX1190
 JX1190  HISTORY     - Date     Condition        Report By
 JX1190  HISTORY     - 1934     MONUMENTED       CGS
 JX1190  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JX1190
 JX1190                          STATION DESCRIPTION
 JX1190
 JX1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX1190'5 MI N FROM CANAANVILLE.
 JX1190'5.0 MILES NORTH ALONG STATE HIGHWAY 690 FROM THE METHODIST CHURCH
 JX1190'AT CANAANVILLE, ATHENS COUNTY, 87 FEET NORTHWEST OF THE CENTER
 JX1190'OF THE CROSSING OF A GRAVEL-ROAD LEADING SOUTH, 120 FEET
 JX1190'SOUTHWEST OF THE SOUTHWEST CORNER OF A SINCLAIR SERVICE STATION,
 JX1190'54 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CALVIN ROBINSON
 JX1190'FARMHOUSE, 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 JX1190'ABOUT 3 FEET LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED
 JX1190'D 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JX1190
 JX1190                          STATION RECOVERY (1988)
 JX1190
 JX1190'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0354 ***********************************************************************
 HY0354  DESIGNATION -  D 71
 HY0354  PID         -  HY0354
 HY0354  STATE/COUNTY-  OH/GALLIA
 HY0354  USGS QUAD   -  RODNEY (1983)
 HY0354
 HY0354                         *CURRENT SURVEY CONTROL
 HY0354  ___________________________________________________________________
 HY0354* NAD 83(1986)-  38 52 22.     (N)    082 15 46.     (W)     SCALED    
 HY0354* NAVD 88     -       182.997  (meters)     600.38   (feet)  ADJUSTED  
 HY0354  ___________________________________________________________________
 HY0354  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 HY0354  DYNAMIC HT  -         182.880 (meters)     600.00  (feet)  COMP
 HY0354  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 HY0354
 HY0354  VERT ORDER  -  SECOND    CLASS 0
 HY0354
 HY0354.The horizontal coordinates were scaled from a topographic map and have
 HY0354.an estimated accuracy of +/- 6 seconds.
 HY0354
 HY0354.The orthometric height was determined by differential leveling
 HY0354.and adjusted by the National Geodetic Survey in June 1991..
 HY0354.WARNING-Repeat measurements at this control monument indicate possible
 HY0354.vertical movement.
 HY0354
 HY0354.The geoid height was determined by GEOID03.
 HY0354
 HY0354.The dynamic height is computed by dividing the NAVD 88
 HY0354.geopotential number by the normal gravity value computed on the
 HY0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0354.degrees latitude (g = 980.6199 gals.).
 HY0354
 HY0354.The modeled gravity was interpolated from observed gravity values.
 HY0354
 HY0354;                    North         East    Units  Estimated Accuracy
 HY0354;SPC OH S     -    96,920.      620,590.      MT  (+/- 180 meters Scaled)
 HY0354
 HY0354                          SUPERSEDED SURVEY CONTROL
 HY0354
 HY0354  NGVD 29 (??/??/92)  183.188  (m)          601.01   (f) ADJ UNCH    2 0
 HY0354
 HY0354.Superseded values are not recommended for survey control.
 HY0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0354.See file dsdata.txt to determine how the superseded data were derived.
 HY0354
 HY0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD904034(NAD 83)
 HY0354_MARKER: DB = BENCH MARK DISK
 HY0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0354_STAMPING: D 71 1934
 HY0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0354+STABILITY: SURFACE MOTION
 HY0354
 HY0354  HISTORY     - Date     Condition        Report By
 HY0354  HISTORY     - 1934     MONUMENTED       CGS
 HY0354  HISTORY     - 1958     GOOD             NGS
 HY0354  HISTORY     - 1976     GOOD             NGS
 HY0354
 HY0354                          STATION DESCRIPTION
 HY0354
 HY0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0354'AT KERRS.
 HY0354'AT KERRS, AT THE CHESAPEAKE AND OHIO RAILWAY STATION, 92 1/2 FEET
 HY0354'SOUTH OF MILE POST 109, 78.4 FEET NORTHWEST AND ACROSS THE TRACKS
 HY0354'FROM THE NORTHWEST CORNER OF THE RAILWAY STATION, 17 1/2 FEET
 HY0354'WEST OF WEST RAIL OF THE SIDE TRACK, 25 1/2 FEET WEST OF WEST RAIL
 HY0354'OF MAIN TRACK, 8 FEET WEST OF WEST END OF A 15-INCH PIPE CULVERT
 HY0354'UNDER THE RAILWAY TRACKS, 21 1/2 FEET NORTH OF THE CENTER LINE OF
 HY0354'THE BLACKTOP ROAD, 38 FEET NORTHWEST OF THE CENTER OF THE
 HY0354'CROSSING OF MAIN TRACK AND BLACKTOP ROAD AT KERRS, THE MARK IS
 HY0354'ABOUT HALF WAY DOWN IN A DITCH AND PROJECTS 14 INCHES, ABOUT
 HY0354'1 FOOT BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE
 HY0354'POST PROJECTING 14 INCHES.
 HY0354
 HY0354                          STATION RECOVERY (1976)
 HY0354
 HY0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0354'AT KERRS 93 SOUTH OF THE CHESAPEAK AND OHIO RAILWAY MILE POST 109 25
 HY0354'FEET WEST OF THE WEST RAIL 8 FEET WEST OF THE WEST END OF A PIPE
 HY0354'CULVERT UNDER RAILWAY TRACKS 21 1/2 FEET NORTH OF THE CENTER OF A
 HY0354'EAST WEST BLACKTOP ROAD 38 FEET NORTHWEST OF THE CENTER OF THE
 HY0354'CROSSING OF MAIN TRACK AND BLACKTOP ROAD AT KERRS SET IN THE TOP OF
 HY0354'CONCRETE POST PROJECTING 14 INCHES 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1120 ***********************************************************************
 HY1120  DESIGNATION -  D 72
 HY1120  PID         -  HY1120
 HY1120  STATE/COUNTY-  OH/SCIOTO
 HY1120  USGS QUAD   -  SOUTH WEBSTER (1975)
 HY1120
 HY1120                         *CURRENT SURVEY CONTROL
 HY1120  ___________________________________________________________________
 HY1120* NAD 83(1986)-  38 48 10.     (N)    082 41 55.     (W)     SCALED    
 HY1120* NAVD 88     -       192.408  (meters)     631.26   (feet)  ADJUSTED  
 HY1120  ___________________________________________________________________
 HY1120  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY1120  DYNAMIC HT  -         192.284 (meters)     630.85  (feet)  COMP
 HY1120  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 HY1120
 HY1120  VERT ORDER  -  SECOND    CLASS 0
 HY1120
 HY1120.The horizontal coordinates were scaled from a topographic map and have
 HY1120.an estimated accuracy of +/- 6 seconds.
 HY1120
 HY1120.The orthometric height was determined by differential leveling
 HY1120.and adjusted by the National Geodetic Survey in June 1991..
 HY1120.WARNING-Repeat measurements at this control monument indicate possible
 HY1120.vertical movement.
 HY1120
 HY1120.The geoid height was determined by GEOID03.
 HY1120
 HY1120.The dynamic height is computed by dividing the NAVD 88
 HY1120.geopotential number by the normal gravity value computed on the
 HY1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1120.degrees latitude (g = 980.6199 gals.).
 HY1120
 HY1120.The modeled gravity was interpolated from observed gravity values.
 HY1120
 HY1120;                    North         East    Units  Estimated Accuracy
 HY1120;SPC OH S     -    89,140.      582,750.      MT  (+/- 180 meters Scaled)
 HY1120
 HY1120                          SUPERSEDED SURVEY CONTROL
 HY1120
 HY1120  NGVD 29 (??/??/92)  192.586  (m)          631.84   (f) ADJ UNCH    2 0
 HY1120
 HY1120.Superseded values are not recommended for survey control.
 HY1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1120.See file dsdata.txt to determine how the superseded data were derived.
 HY1120
 HY1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC525962(NAD 83)
 HY1120_MARKER: DB = BENCH MARK DISK
 HY1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1120_STAMPING: D 72 1934
 HY1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1120+STABILITY: SURFACE MOTION
 HY1120
 HY1120  HISTORY     - Date     Condition        Report By
 HY1120  HISTORY     - 1934     MONUMENTED       CGS
 HY1120  HISTORY     - 1958     GOOD             NGS
 HY1120
 HY1120                          STATION DESCRIPTION
 HY1120
 HY1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1120'1.9 MI E FROM SOUTH WEBSTER.
 HY1120'ABOUT 1.9 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1120'FROM THE STATION AT SOUTH WEBSTER, IN SECTION 24, T 4N, R 19W,
 HY1120'ABOUT 5 1/2 39-FOOT RAILS NORTHEAST OF THE NORTHEAST END OF
 HY1120'RAILROAD BRIDGE 366, NEAR MILEAGE POLE 35-24, AT A BLACK TOP
 HY1120'ROAD CROSSING, 17 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 66
 HY1120'FEET SOUTHWEST OF THE CENTER LINE OF THE BLACKTOP ROAD, 115
 HY1120'FEET WEST OF THE CENTER LINE OF THE CROSSING, 76 FEET SOUTH
 HY1120'OF THE SOUTH CORNER OF A 50-FOOT BRIDGE UNDER THE BLACKTOP ROAD,
 HY1120'49 FEET WEST OF THE MILEAGE POLE, 36 FEET SOUTHEAST OF A TELEPHONE
 HY1120'POLE, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP
 HY1120'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0242 ***********************************************************************
 JZ0242  DESIGNATION -  D 74 X
 JZ0242  PID         -  JZ0242
 JZ0242  STATE/COUNTY-  OH/CLERMONT
 JZ0242  USGS QUAD   -  BATAVIA (1992)
 JZ0242
 JZ0242                         *CURRENT SURVEY CONTROL
 JZ0242  ___________________________________________________________________
 JZ0242* NAD 83(1986)-  39 04 34.     (N)    084 10 34.     (W)     SCALED    
 JZ0242* NAVD 88     -       180.955  (meters)     593.68   (feet)  ADJUSTED  
 JZ0242  ___________________________________________________________________
 JZ0242  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JZ0242  DYNAMIC HT  -         180.840 (meters)     593.31  (feet)  COMP
 JZ0242  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JZ0242
 JZ0242  VERT ORDER  -  SECOND    CLASS 0
 JZ0242
 JZ0242.The horizontal coordinates were scaled from a topographic map and have
 JZ0242.an estimated accuracy of +/- 6 seconds.
 JZ0242
 JZ0242.The orthometric height was determined by differential leveling
 JZ0242.and adjusted by the National Geodetic Survey in June 1991..
 JZ0242
 JZ0242.The geoid height was determined by GEOID03.
 JZ0242
 JZ0242.The dynamic height is computed by dividing the NAVD 88
 JZ0242.geopotential number by the normal gravity value computed on the
 JZ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0242.degrees latitude (g = 980.6199 gals.).
 JZ0242
 JZ0242.The modeled gravity was interpolated from observed gravity values.
 JZ0242
 JZ0242;                    North         East    Units  Estimated Accuracy
 JZ0242;SPC OH S     -   120,810.      454,980.      MT  (+/- 180 meters Scaled)
 JZ0242
 JZ0242                          SUPERSEDED SURVEY CONTROL
 JZ0242
 JZ0242  NGVD 29 (??/??/92)  181.140  (m)          594.29   (f) ADJ UNCH    2 0
 JZ0242
 JZ0242.Superseded values are not recommended for survey control.
 JZ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0242.See file dsdata.txt to determine how the superseded data were derived.
 JZ0242
 JZ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ442290(NAD 83)
 JZ0242_MARKER: DD = SURVEY DISK
 JZ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0242_SP_SET: STONE SILL
 JZ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0242+STABILITY: SURFACE MOTION
 JZ0242
 JZ0242  HISTORY     - Date     Condition        Report By
 JZ0242  HISTORY     - UNK      MONUMENTED       OHGS
 JZ0242  HISTORY     - 1966     MARK NOT FOUND   NGS
 JZ0242
 JZ0242                          STATION DESCRIPTION
 JZ0242
 JZ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JZ0242'AT BATAVIA.
 JZ0242'AT BATAVIA, CLERMONT COUNTY, ON STATE HIGHWAY 74 (MAIN STREET),
 JZ0242'135 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE COUNTY
 JZ0242'COURTHOUSE, AT THE NORTHEAST CORNER OF THE POST OFFICE, ONE FOOT
 JZ0242'WEST OF THE EAST WALL, 10 FEET EAST OF THE CENTER OF THE FRONT
 JZ0242'DOOR, IN THE TOP OF THE STONE SILL, 36 FEET SOUTH OF THE
 JZ0242'CENTERLINE OF MAIN STREET (STATE HIGHWAY 74) AND ABOUT ONE FOOT
 JZ0242'ABOVE THE LEVEL OF THE SIDEWALK.  A STATE SURVEY STANDARD DISK,
 JZ0242'UNSTAMPED.  NOTE-- A COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 JZ0242'THIS WORK, BUT IT COULD NOT BE FOUND.  AN ADDITION HAS BEEN
 JZ0242'ADDED IN THE BUILDINGS IN THIS AREA, AND IT IS THOUGHT THE MARK
 JZ0242'WAS DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0987 ***********************************************************************
 JY0987  DESIGNATION -  D 75
 JY0987  PID         -  JY0987
 JY0987  STATE/COUNTY-  OH/PIKE
 JY0987  USGS QUAD   -  BAINBRIDGE (1979)
 JY0987
 JY0987                         *CURRENT SURVEY CONTROL
 JY0987  ___________________________________________________________________
 JY0987* NAD 83(1986)-  39 11 45.     (N)    083 19 05.     (W)     SCALED    
 JY0987* NAVD 88     -       298.420  (meters)     979.07   (feet)  ADJUSTED  
 JY0987  ___________________________________________________________________
 JY0987  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JY0987  DYNAMIC HT  -         298.239 (meters)     978.47  (feet)  COMP
 JY0987  MODELED GRAV-     980,013.5   (mgal)                       NAVD 88
 JY0987
 JY0987  VERT ORDER  -  SECOND    CLASS 0
 JY0987
 JY0987.The horizontal coordinates were scaled from a topographic map and have
 JY0987.an estimated accuracy of +/- 6 seconds.
 JY0987
 JY0987.The orthometric height was determined by differential leveling
 JY0987.and adjusted by the National Geodetic Survey in June 1991..
 JY0987
 JY0987.The geoid height was determined by GEOID03.
 JY0987
 JY0987.The dynamic height is computed by dividing the NAVD 88
 JY0987.geopotential number by the normal gravity value computed on the
 JY0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0987.degrees latitude (g = 980.6199 gals.).
 JY0987
 JY0987.The modeled gravity was interpolated from observed gravity values.
 JY0987
 JY0987;                    North         East    Units  Estimated Accuracy
 JY0987;SPC OH S     -   133,070.      529,340.      MT  (+/- 180 meters Scaled)
 JY0987
 JY0987                          SUPERSEDED SURVEY CONTROL
 JY0987
 JY0987  NGVD 29 (??/??/92)  298.602  (m)          979.66   (f) ADJ UNCH    2 0
 JY0987
 JY0987.Superseded values are not recommended for survey control.
 JY0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0987.See file dsdata.txt to determine how the superseded data were derived.
 JY0987
 JY0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD998410(NAD 83)
 JY0987_MARKER: DB = BENCH MARK DISK
 JY0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0987_STAMPING: D 75 1934
 JY0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0987+STABILITY: SURFACE MOTION
 JY0987
 JY0987  HISTORY     - Date     Condition        Report By
 JY0987  HISTORY     - 1934     MONUMENTED       CGS
 JY0987
 JY0987                          STATION DESCRIPTION
 JY0987
 JY0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0987'4.1 MI SW FROM BAINBRIDGE.
 JY0987'IN PIKE COUNTY, 4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 41 FROM
 JY0987'THE POST OFFICE AT BAINBRIDGE, ROSS COUNTY, 0.2 MILE SOUTH OF THE
 JY0987'PIKE-ROSS COUNTY LINE, AT THE NORTHWEST CORNER OF THE JUNCTION OF
 JY0987'A ROAD LEADING EAST, 9 YARDS WEST OF THE CENTER OF THE JUNCTION,
 JY0987'2.1 FEET NORTH OF THE SOUTHEAST CORNER OF A CEMETERY, AND LEVEL
 JY0987'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED D 75 1934 AND SET IN
 JY0987'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0132 ***********************************************************************
 JY0132  DESIGNATION -  D 76
 JY0132  PID         -  JY0132
 JY0132  STATE/COUNTY-  OH/ATHENS
 JY0132  USGS QUAD   -  THE PLAINS (1995)
 JY0132
 JY0132                         *CURRENT SURVEY CONTROL
 JY0132  ___________________________________________________________________
 JY0132* NAD 83(1986)-  39 19 55.     (N)    082 07 39.     (W)     SCALED    
 JY0132* NAVD 88     -       198.724  (meters)     651.98   (feet)  ADJUSTED  
 JY0132  ___________________________________________________________________
 JY0132  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JY0132  DYNAMIC HT  -         198.604 (meters)     651.59  (feet)  COMP
 JY0132  MODELED GRAV-     980,019.0   (mgal)                       NAVD 88
 JY0132
 JY0132  VERT ORDER  -  FIRST     CLASS II
 JY0132
 JY0132.The horizontal coordinates were scaled from a topographic map and have
 JY0132.an estimated accuracy of +/- 6 seconds.
 JY0132
 JY0132.The orthometric height was determined by differential leveling
 JY0132.and adjusted by the National Geodetic Survey in June 1991..
 JY0132
 JY0132.The geoid height was determined by GEOID03.
 JY0132
 JY0132.The dynamic height is computed by dividing the NAVD 88
 JY0132.geopotential number by the normal gravity value computed on the
 JY0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0132.degrees latitude (g = 980.6199 gals.).
 JY0132
 JY0132.The modeled gravity was interpolated from observed gravity values.
 JY0132
 JY0132;                    North         East    Units  Estimated Accuracy
 JY0132;SPC OH S     -   147,930.      632,120.      MT  (+/- 180 meters Scaled)
 JY0132
 JY0132                          SUPERSEDED SURVEY CONTROL
 JY0132
 JY0132  NGVD 29 (??/??/92)  198.897  (m)          652.55   (f) ADJ UNCH    1 2
 JY0132
 JY0132.Superseded values are not recommended for survey control.
 JY0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0132.See file dsdata.txt to determine how the superseded data were derived.
 JY0132
 JY0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD028542(NAD 83)
 JY0132_MARKER: DB = BENCH MARK DISK
 JY0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0132_SP_SET: ABUTMENT
 JY0132_STAMPING: D 76 1935
 JY0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0132
 JY0132  HISTORY     - Date     Condition        Report By
 JY0132  HISTORY     - 1935     MONUMENTED       CGS
 JY0132  HISTORY     - 1943     GOOD             NGS
 JY0132  HISTORY     - 1976     GOOD             NGS
 JY0132
 JY0132                          STATION DESCRIPTION
 JY0132
 JY0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0132'1.3 MI W FROM ATHENS.
 JY0132'1.3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY0132'STATION AT ATHENS, ATHENS COUNTY, 0.1 MILE EAST OF THE SWITCH
 JY0132'TOWER AT GROSVENOR, 78 YARDS EAST OF MILEPOST C 157, AT BRIDGE
 JY0132'157.08, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT,
 JY0132'6 YARDS SOUTH OF THE SOUTH RAIL, AND ABOUT 6 INCHES LOWER THAN THE
 JY0132'TRACK.  A STANDARD DISK, STAMPED D 76 1935.
 JY0132
 JY0132                          STATION RECOVERY (1976)
 JY0132
 JY0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0260 ***********************************************************************
 JY0260  DESIGNATION -  D 76 X
 JY0260  PID         -  JY0260
 JY0260  STATE/COUNTY-  OH/ATHENS
 JY0260  USGS QUAD   -  ATHENS (1995)
 JY0260
 JY0260                         *CURRENT SURVEY CONTROL
 JY0260  ___________________________________________________________________
 JY0260* NAD 83(1995)-  39 19 32.24024(N)    082 06 12.96228(W)     ADJUSTED  
 JY0260* NAVD 88     -       202.018  (meters)     662.79   (feet)  ADJUSTED  
 JY0260  ___________________________________________________________________
 JY0260  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 JY0260  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY0260  DYNAMIC HT  -         201.896 (meters)     662.39  (feet)  COMP
 JY0260  MODELED GRAV-     980,017.2   (mgal)                       NAVD 88
 JY0260
 JY0260  HORZ ORDER  -  SECOND
 JY0260  VERT ORDER  -  FIRST     CLASS II
 JY0260
 JY0260.The horizontal coordinates were established by classical geodetic methods
 JY0260.and adjusted by the National Geodetic Survey in April 1998..
 JY0260
 JY0260.The orthometric height was determined by differential leveling
 JY0260.and adjusted by the National Geodetic Survey in June 1991..
 JY0260
 JY0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY0260
 JY0260.The geoid height was determined by GEOID03.
 JY0260
 JY0260.The dynamic height is computed by dividing the NAVD 88
 JY0260.geopotential number by the normal gravity value computed on the
 JY0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0260.degrees latitude (g = 980.6199 gals.).
 JY0260
 JY0260.The modeled gravity was interpolated from observed gravity values.
 JY0260
 JY0260;                    North         East     Units Scale Factor Converg.
 JY0260;SPC OH S     -   147,236.499   634,178.422   MT  0.99993643   +0 15 05.5
 JY0260;UTM  17      - 4,353,492.858   404,875.673   MT  0.99971141   -0 41 58.0
 JY0260
 JY0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY0260!SPC OH S     -   0.99997366  x   0.99993643  =   0.99991010
 JY0260!UTM  17      -   0.99997366  x   0.99971141  =   0.99968508
 JY0260
 JY0260                          SUPERSEDED SURVEY CONTROL
 JY0260
 JY0260  NAD 83(1986)-  39 19 32.24183(N)    082 06 12.96810(W) AD(       ) 2
 JY0260  NAD 27      -  39 19 31.97900(N)    082 06 13.45000(W) AD(       ) 2
 JY0260  NGVD 29 (??/??/92)  202.192  (m)          663.36   (f) ADJ UNCH    1 2
 JY0260
 JY0260.Superseded values are not recommended for survey control.
 JY0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0260.See file dsdata.txt to determine how the superseded data were derived.
 JY0260
 JY0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0487653493(NAD 83)
 JY0260_MARKER: DD = SURVEY DISK
 JY0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0260_SP_SET: PARAPET WALL
 JY0260_STAMPING: D 76 X 1935
 JY0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0260
 JY0260  HISTORY     - Date     Condition        Report By
 JY0260  HISTORY     - 1944     MONUMENTED       OHGS
 JY0260  HISTORY     - 1943     GOOD             NGS
 JY0260  HISTORY     - 1976     GOOD             NGS
 JY0260
 JY0260                          STATION DESCRIPTION
 JY0260
 JY0260'DESCRIBED BY OHIO GEOLOGICAL SURVEY 1944
 JY0260'STATION IS LOCATED AT THE S CORPORATION LIMITS OF THE CITY OF ATHENS,
 JY0260'ON THE CAMPUS OF THE UNIVERSITY OF OHIO, ON THE S END OF THE
 JY0260'BRIDGE OVER HOCKING RIVER AND ON THE W SIDE OF U.S. HIGHWAY 33 AND
 JY0260'50.  IT IS STAMPED D 76 X 1935.
 JY0260
 JY0260                          STATION RECOVERY (1943)
 JY0260
 JY0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 JY0260'AT ATHENS.
 JY0260'AT ATHENS, ATHENS COUNTY, ON U.S. HIGHWAY 50, AT A CONCRETE
 JY0260'BRIDGE OVER THE BALTIMORE AND OHIO RAILROAD AND THE HOCKING RIVER,
 JY0260'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST PARAPET WALL,
 JY0260'ABOUT 8 YARDS NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 JY0260'ABOUT 4 FEET HIGHER THAN THE ROADWAY.  A STATE SURVEY STANDARD
 JY0260'DISK, STAMPED D 76 X 1935.
 JY0260
 JY0260                          STATION RECOVERY (1976)
 JY0260
 JY0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0456 ***********************************************************************
 JY0456  DESIGNATION -  D 77
 JY0456  PID         -  JY0456
 JY0456  STATE/COUNTY-  OH/ROSS
 JY0456  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY0456
 JY0456                         *CURRENT SURVEY CONTROL
 JY0456  ___________________________________________________________________
 JY0456* NAD 83(1986)-  39 19 43.     (N)    082 57 18.     (W)     SCALED    
 JY0456* NAVD 88     -       187.792  (meters)     616.11   (feet)  ADJUSTED  
 JY0456  ___________________________________________________________________
 JY0456  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JY0456  DYNAMIC HT  -         187.677 (meters)     615.74  (feet)  COMP
 JY0456  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 JY0456
 JY0456  VERT ORDER  -  FIRST     CLASS II
 JY0456
 JY0456.The horizontal coordinates were scaled from a topographic map and have
 JY0456.an estimated accuracy of +/- 6 seconds.
 JY0456
 JY0456.The orthometric height was determined by differential leveling
 JY0456.and adjusted by the National Geodetic Survey in June 1991..
 JY0456.WARNING-Repeat measurements at this control monument indicate possible
 JY0456.vertical movement.
 JY0456
 JY0456.The geoid height was determined by GEOID03.
 JY0456
 JY0456.The dynamic height is computed by dividing the NAVD 88
 JY0456.geopotential number by the normal gravity value computed on the
 JY0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0456.degrees latitude (g = 980.6199 gals.).
 JY0456
 JY0456.The modeled gravity was interpolated from observed gravity values.
 JY0456
 JY0456;                    North         East    Units  Estimated Accuracy
 JY0456;SPC OH S     -   147,590.      560,770.      MT  (+/- 180 meters Scaled)
 JY0456
 JY0456                          SUPERSEDED SURVEY CONTROL
 JY0456
 JY0456  NGVD 29 (??/??/92)  187.963  (m)          616.68   (f) ADJ UNCH    1 2
 JY0456
 JY0456.Superseded values are not recommended for survey control.
 JY0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0456.See file dsdata.txt to determine how the superseded data were derived.
 JY0456
 JY0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD314550(NAD 83)
 JY0456_MARKER: DB = BENCH MARK DISK
 JY0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0456_STAMPING: D 77 1935
 JY0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0456+STABILITY: SURFACE MOTION
 JY0456
 JY0456  HISTORY     - Date     Condition        Report By
 JY0456  HISTORY     - 1935     MONUMENTED       CGS
 JY0456  HISTORY     - 1943     GOOD             NGS
 JY0456  HISTORY     - 1984     MARK NOT FOUND   NGS
 JY0456
 JY0456                          STATION DESCRIPTION
 JY0456
 JY0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0456'0.9 MI SE FROM CHILLICOTHE.
 JY0456'0.9 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY0456'THE STATION AT CHILLICOTHE, ROSS COUNTY, 60 YARDS NORTH OF A
 JY0456'BRICK HOUSE, AT THE CROSSING OF DOUGLAS AVENUE, 18 FEET EAST
 JY0456'OF THE CENTERLINE OF THE AVENUE, 16 FEET SOUTHWEST OF THE
 JY0456'SOUTHWEST RAIL OF THE MAIN TRACK, AND LEVEL WITH THE TRACK.
 JY0456'A STANDARD DISK, STAMPED D 77 1935 AND SET IN THE TOP OF A
 JY0456'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 JY0456
 JY0456                          STATION RECOVERY (1984)
 JY0456
 JY0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY0456'NOT RECOVERED, NO EVIDENCE OF THE MARK WAS FOUND AT THE DESCRIBED
 JY0456'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0457 ***********************************************************************
 JY0457  DESIGNATION -  D 77 Y
 JY0457  PID         -  JY0457
 JY0457  STATE/COUNTY-  OH/ROSS
 JY0457  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY0457
 JY0457                         *CURRENT SURVEY CONTROL
 JY0457  ___________________________________________________________________
 JY0457* NAD 83(1986)-  39 19 29.     (N)    082 57 42.     (W)     SCALED    
 JY0457* NAVD 88     -       189.435  (meters)     621.50   (feet)  ADJUSTED  
 JY0457  ___________________________________________________________________
 JY0457  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JY0457  DYNAMIC HT  -         189.319 (meters)     621.12  (feet)  COMP
 JY0457  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 JY0457
 JY0457  VERT ORDER  -  FIRST     CLASS I
 JY0457
 JY0457.The horizontal coordinates were scaled from a topographic map and have
 JY0457.an estimated accuracy of +/- 6 seconds.
 JY0457
 JY0457.The orthometric height was determined by differential leveling
 JY0457.and adjusted by the National Geodetic Survey in June 1991..
 JY0457.WARNING-Repeat measurements at this control monument indicate possible
 JY0457.vertical movement.
 JY0457
 JY0457.The geoid height was determined by GEOID03.
 JY0457
 JY0457.The dynamic height is computed by dividing the NAVD 88
 JY0457.geopotential number by the normal gravity value computed on the
 JY0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0457.degrees latitude (g = 980.6199 gals.).
 JY0457
 JY0457.The modeled gravity was interpolated from observed gravity values.
 JY0457
 JY0457;                    North         East    Units  Estimated Accuracy
 JY0457;SPC OH S     -   147,160.      560,190.      MT  (+/- 180 meters Scaled)
 JY0457
 JY0457                          SUPERSEDED SURVEY CONTROL
 JY0457
 JY0457  NGVD 29 (06/03/91)  189.605  (m)          622.06   (f) ADJUSTED    1 1
 JY0457
 JY0457.Superseded values are not recommended for survey control.
 JY0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0457.See file dsdata.txt to determine how the superseded data were derived.
 JY0457
 JY0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD309546(NAD 83)
 JY0457_MARKER: DD = SURVEY DISK
 JY0457_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JY0457+WITH SETTING: PAVEMENT
 JY0457_STAMPING: D 77 Y
 JY0457_MARK LOGO: OHGS  
 JY0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0457+STABILITY: SURFACE MOTION
 JY0457
 JY0457  HISTORY     - Date     Condition        Report By
 JY0457  HISTORY     - UNK      MONUMENTED       OHGS
 JY0457  HISTORY     - 1967     GOOD             NGS
 JY0457  HISTORY     - 1984     GOOD             NGS
 JY0457  HISTORY     - 20050410 GOOD             GEOCAC
 JY0457
 JY0457                          STATION DESCRIPTION
 JY0457
 JY0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0457'0.9 MI SE FROM CHILLICOTHE.
 JY0457'ABOUT 0.55 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0457'FROM THE BALTIMORE AND OHIO RAILROAD STATION AT CHILLICOTHE,
 JY0457'THENCE 0.35 MILE SOUTHEAST ALONG EASTERN AVENUE, SET ON THE TOP
 JY0457'OF THE WEST CORNER OF THE CONCRETE BASE FOR THE NORTHWEST
 JY0457'GATE POST AT THE SOUTHEAST ENTRANCE (EASTERN AVENUE) TO THE
 JY0457'GREENLAWN CEMETERY, 25 FEET NORTHEAST OF THE CENTER LINE OF
 JY0457'THE AVENUE, 11 FEET NORTHWEST OF THE CENTER LINE OF ENTRANCE
 JY0457'DRIVE AND 1.5 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 JY0457
 JY0457                          STATION RECOVERY (1984)
 JY0457
 JY0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY0457'RECOVERED IN GOOD CONDITION.
 JY0457
 JY0457                          STATION RECOVERY (2005)
 JY0457
 JY0457'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0457'WAAS CORRECTED NAD83 HANDHELD GPS COORDINATES 39 19 29.4 (N) 82 57
 JY0457'41.6 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1013 ***********************************************************************
 JY1013  DESIGNATION -  D 78
 JY1013  PID         -  JY1013
 JY1013  STATE/COUNTY-  OH/CLINTON
 JY1013  USGS QUAD   -  MARTINSVILLE (1960)
 JY1013
 JY1013                         *CURRENT SURVEY CONTROL
 JY1013  ___________________________________________________________________
 JY1013* NAD 83(1986)-  39 19 13.     (N)    083 47 01.     (W)     SCALED    
 JY1013* NAVD 88     -       328.665  (meters)    1078.30   (feet)  ADJUSTED  
 JY1013  ___________________________________________________________________
 JY1013  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JY1013  DYNAMIC HT  -         328.472 (meters)    1077.66  (feet)  COMP
 JY1013  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 JY1013
 JY1013  VERT ORDER  -  FIRST     CLASS II
 JY1013
 JY1013.The horizontal coordinates were scaled from a topographic map and have
 JY1013.an estimated accuracy of +/- 6 seconds.
 JY1013
 JY1013.The orthometric height was determined by differential leveling
 JY1013.and adjusted by the National Geodetic Survey in June 1991..
 JY1013
 JY1013.The geoid height was determined by GEOID03.
 JY1013
 JY1013.The dynamic height is computed by dividing the NAVD 88
 JY1013.geopotential number by the normal gravity value computed on the
 JY1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1013.degrees latitude (g = 980.6199 gals.).
 JY1013
 JY1013.The modeled gravity was interpolated from observed gravity values.
 JY1013
 JY1013;                    North         East    Units  Estimated Accuracy
 JY1013;SPC OH S     -   147,360.      489,320.      MT  (+/- 180 meters Scaled)
 JY1013
 JY1013                          SUPERSEDED SURVEY CONTROL
 JY1013
 JY1013  NGVD 29 (??/??/92)  328.819  (m)         1078.80   (f) ADJ UNCH    1 2
 JY1013
 JY1013.Superseded values are not recommended for survey control.
 JY1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1013.See file dsdata.txt to determine how the superseded data were derived.
 JY1013
 JY1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD600560(NAD 83)
 JY1013_MARKER: DB = BENCH MARK DISK
 JY1013_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JY1013_STAMPING: D 78 1935
 JY1013_MARK LOGO: CGS   
 JY1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1013+STABILITY: SURFACE MOTION
 JY1013
 JY1013  HISTORY     - Date     Condition        Report By
 JY1013  HISTORY     - 1935     MONUMENTED       CGS
 JY1013  HISTORY     - 1984     GOOD             NGS
 JY1013
 JY1013                          STATION DESCRIPTION
 JY1013
 JY1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JY1013'1.7 MI E FROM MARTINSVILLE.
 JY1013'1.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY1013'STATION AT MARTINSVILLE, CLINTON COUNTY, 47 RAILS WEST OF
 JY1013'MILEPOST C 52, AT CONCRETE BRIDGE 51.73, IN THE TOP OF THE EAST
 JY1013'END OF THE SOUTH HEADWALL, 6 FEET SOUTH OF THE SOUTH RAIL, AND
 JY1013'ABOUT 6 INCHES ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 JY1013'STAMPED D 78 1935.
 JY1013
 JY1013                          STATION RECOVERY (1984)
 JY1013
 JY1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY1013'RECOVERED IN GOOD CONDTION, THE 1935 DESCRIPTION IS ADEQUATE EXCEPT
 JY1013'THAT MARK IS NOW 0.61 METER (2.0 FT) BELOW THE LEVEL OF THE TRACK, THE
 JY1013'BALTIMORE AND OHIO RAILROAD STATION AT MARTINSVILLE NO LONGER EXISTS,
 JY1013'NOTE--MARK SHOULD BE CONSIDERED INACCESSIBLE AS THE OWNER OF THE
 JY1013'PROPERTY THROUGH WHICH ACCESS TO THIS MARK COULD MORE EASILY BE MADE
 JY1013'REFUSED TO LET THE PARTY CROSS HIS PROPERTY.  NOTE-- NOT LEVELED TO IN
 JY1013'1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1483 ***********************************************************************
 HY1483  DESIGNATION -  D 79
 HY1483  PID         -  HY1483
 HY1483  STATE/COUNTY-  OH/SCIOTO
 HY1483  USGS QUAD   -  FRIENDSHIP (1995)
 HY1483
 HY1483                         *CURRENT SURVEY CONTROL
 HY1483  ___________________________________________________________________
 HY1483* NAD 83(1986)-  38 42 22.     (N)    083 07 24.     (W)     SCALED    
 HY1483* NAVD 88     -       181.736  (meters)     596.25   (feet)  ADJUSTED  
 HY1483  ___________________________________________________________________
 HY1483  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 HY1483  DYNAMIC HT  -         181.622 (meters)     595.87  (feet)  COMP
 HY1483  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 HY1483
 HY1483  VERT ORDER  -  SECOND    CLASS 0
 HY1483
 HY1483.The horizontal coordinates were scaled from a topographic map and have
 HY1483.an estimated accuracy of +/- 6 seconds.
 HY1483
 HY1483.The orthometric height was determined by differential leveling
 HY1483.and adjusted by the National Geodetic Survey in June 1991..
 HY1483
 HY1483.The geoid height was determined by GEOID03.
 HY1483
 HY1483.The dynamic height is computed by dividing the NAVD 88
 HY1483.geopotential number by the normal gravity value computed on the
 HY1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1483.degrees latitude (g = 980.6199 gals.).
 HY1483
 HY1483.The modeled gravity was interpolated from observed gravity values.
 HY1483
 HY1483;                    North         East    Units  Estimated Accuracy
 HY1483;SPC OH S     -    78,580.      545,780.      MT  (+/- 180 meters Scaled)
 HY1483
 HY1483                          SUPERSEDED SURVEY CONTROL
 HY1483
 HY1483  NGVD 29 (??/??/92)  181.928  (m)          596.88   (f) ADJ UNCH    2 0
 HY1483
 HY1483.Superseded values are not recommended for survey control.
 HY1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1483.See file dsdata.txt to determine how the superseded data were derived.
 HY1483
 HY1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC153863(NAD 83)
 HY1483_MARKER: DB = BENCH MARK DISK
 HY1483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1483_SP_SET: CULVERT
 HY1483_STAMPING: D 79 1935
 HY1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1483
 HY1483  HISTORY     - Date     Condition        Report By
 HY1483  HISTORY     - 1935     MONUMENTED       CGS
 HY1483  HISTORY     - 1948     GOOD             NGS
 HY1483
 HY1483                          STATION DESCRIPTION
 HY1483
 HY1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HY1483'1.8 MI N FROM FRIENDSHIP.
 HY1483'1.8 MILES NORTH ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 HY1483'FRIENDSHIP, SCIOTO COUNTY, 82 YARDS NORTHWEST OF THE NORTHWEST
 HY1483'CORNER OF THE T.R. EISEN HOUSE, 33 FEET SOUTHWEST OF A 24-INCH
 HY1483'TWIN OAK TREE, IN THE TOP OF THE NORTHEAST WING WALL OF A CONCRETE
 HY1483'CULVERT, 21 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 HY1483'LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED D 79 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1918 ***********************************************************************
 HY1918  DESIGNATION -  D 80 RESET
 HY1918  PID         -  HY1918
 HY1918  STATE/COUNTY-  OH/ADAMS
 HY1918  USGS QUAD   -  DECATUR (1961)
 HY1918
 HY1918                         *CURRENT SURVEY CONTROL
 HY1918  ___________________________________________________________________
 HY1918* NAD 83(1986)-  38 48 22.     (N)    083 38 17.     (W)     SCALED    
 HY1918* NAVD 88     -       239.80   (+/-2cm)     786.7    (feet)  VERTCON   
 HY1918  ___________________________________________________________________
 HY1918  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 HY1918
 HY1918  VERT ORDER  -  THIRD (See Below)
 HY1918
 HY1918.The horizontal coordinates were scaled from a topographic map and have
 HY1918.an estimated accuracy of +/- 6 seconds.
 HY1918
 HY1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY1918.The vertical order pertains to the NGVD 29 superseded value.
 HY1918
 HY1918.The geoid height was determined by GEOID03.
 HY1918
 HY1918;                    North         East    Units  Estimated Accuracy
 HY1918;SPC OH S     -    90,110.      501,150.      MT  (+/- 180 meters Scaled)
 HY1918
 HY1918                          SUPERSEDED SURVEY CONTROL
 HY1918
 HY1918  NGVD 29 (??/??/??)  240.00   (m)          787.4    (f) RESET       3  
 HY1918
 HY1918.Superseded values are not recommended for survey control.
 HY1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1918.See file dsdata.txt to determine how the superseded data were derived.
 HY1918
 HY1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC709985(NAD 83)
 HY1918_MARKER: DB = BENCH MARK DISK
 HY1918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1918_SP_SET: BRIDGE
 HY1918_STAMPING: D 80 RESET 1958
 HY1918_MARK LOGO: OHHD  
 HY1918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1918
 HY1918  HISTORY     - Date     Condition        Report By
 HY1918  HISTORY     - 1958     MONUMENTED       OHHD
 HY1918  HISTORY     - 1959     GOOD             NGS
 HY1918
 HY1918                          STATION DESCRIPTION
 HY1918
 HY1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HY1918'5.7 MI W FROM WEST UNION.
 HY1918'5.7 MILES WEST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 HY1918'WEST UNION, ABOUT 0.3 MILE WEST OF THE LIBERTY CENTRAL SCHOOL,
 HY1918'IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL OF A NEW STEEL
 HY1918'BRIDGE (ADA-125-0304), WHICH WAS CONSTRUCTED APPROXIMATELY 150
 HY1918'FEET DOWN STREAM FROM THE OLD STRUCTURE WHICH HAS BEEN REMOVED,
 HY1918'AND UPON WHICH THE OLD BENCH MARK WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1057 ***********************************************************************
 MB1057  DESIGNATION -  D 9
 MB1057  PID         -  MB1057
 MB1057  STATE/COUNTY-  OH/LAKE
 MB1057  USGS QUAD   -  MENTOR (1992)
 MB1057
 MB1057                         *CURRENT SURVEY CONTROL
 MB1057  ___________________________________________________________________
 MB1057* NAD 83(1986)-  41 40 44.     (N)    081 20 17.     (W)     SCALED    
 MB1057* NAVD 88     -       199.646  (meters)     655.01   (feet)  ADJUSTED  
 MB1057  ___________________________________________________________________
 MB1057  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB1057  DYNAMIC HT  -         199.574 (meters)     654.77  (feet)  COMP
 MB1057  MODELED GRAV-     980,257.0   (mgal)                       NAVD 88
 MB1057
 MB1057  VERT ORDER  -  FIRST     CLASS II
 MB1057
 MB1057.The horizontal coordinates were scaled from a topographic map and have
 MB1057.an estimated accuracy of +/- 6 seconds.
 MB1057
 MB1057.The orthometric height was determined by differential leveling
 MB1057.and adjusted by the National Geodetic Survey in June 1991..
 MB1057
 MB1057.The geoid height was determined by GEOID03.
 MB1057
 MB1057.The dynamic height is computed by dividing the NAVD 88
 MB1057.geopotential number by the normal gravity value computed on the
 MB1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1057.degrees latitude (g = 980.6199 gals.).
 MB1057
 MB1057.The modeled gravity was interpolated from observed gravity values.
 MB1057
 MB1057;                    North         East    Units  Estimated Accuracy
 MB1057;SPC OH N     -   224,100.      696,750.      MT  (+/- 180 meters Scaled)
 MB1057
 MB1057                          SUPERSEDED SURVEY CONTROL
 MB1057
 MB1057  NGVD 29 (06/03/92)  199.876  (m)          655.76   (f) ADJUSTED    1 2
 MB1057
 MB1057.Superseded values are not recommended for survey control.
 MB1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1057.See file dsdata.txt to determine how the superseded data were derived.
 MB1057
 MB1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG718141(NAD 83)
 MB1057_MARKER: DB = BENCH MARK DISK
 MB1057_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MB1057_SP_SET: FOUNDATION WALL
 MB1057_STAMPING: 655.760 D 9 1934
 MB1057_MARK LOGO: CGS   
 MB1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1057+STABILITY: SURFACE MOTION
 MB1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1057+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1989
 MB1057
 MB1057  HISTORY     - Date     Condition        Report By
 MB1057  HISTORY     - 1934     MONUMENTED       CGS
 MB1057  HISTORY     - 1941     GOOD             NGS
 MB1057  HISTORY     - 1981     GOOD             NGS
 MB1057  HISTORY     - 19891012 GOOD             NGS
 MB1057  HISTORY     - 20001114 GOOD             USPSQD
 MB1057
 MB1057                          STATION DESCRIPTION
 MB1057
 MB1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MB1057'AT MENTOR.
 MB1057'AT MENTOR, LAKE COUNTY, AT THE NEW YORK CENTRAL RAILROAD STATION,
 MB1057'IN THE NORTH WALL, 1 FOOT WEST OF THE NORTHEAST CORNER OF THE
 MB1057'BUILDING, 31 FEET SOUTH OF THE SOUTH RAIL, AND 3 1/2 FEET ABOVE
 MB1057'THE SIDEWALK.  A STANDARD DISK, STAMPED 655.760 D 9 1934 AND SET
 MB1057'VERTICALLY.
 MB1057
 MB1057                          STATION RECOVERY (1981)
 MB1057
 MB1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1057'THE MARK IS 1.13 M ABOVE BRICK SIDEWALK.
 MB1057'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MB1057'IN MENTOR, AT THE JUNCTION OF STATION AND HEART STREETS, THE MARK IS
 MB1057'SET VERTICALLY IN THE NORTHWEST FACE OF THE STONE FOUNDATION OF THE
 MB1057'ABANDONED RAILROAD STATION AND NEAR THE NORTH CORNER OF THE BUILDING,
 MB1057'DIRECTLY ACROSS STATION STREET FROM THE CITY OF MENTOR PUBLIC WORKS
 MB1057'BUILDING, 14.02 METERS (46.0 FEET) SOUTHEAST OF THE SOUTHEAST RAIL,
 MB1057'0.3 METER (1.0 FOOT) SOUTHWEST OF THE NORTH CORNER OF THE BUILDING.
 MB1057
 MB1057                          STATION RECOVERY (1989)
 MB1057
 MB1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1057'IN MENTOR, 0.8 KM (0.50 MI) SOUTH OF THE JUNCTION OF STATE ROUTES 2
 MB1057'AND 615, AT THE JUNCTION OF STATION AND HEART STREETS.  THE MARK IS
 MB1057'SET VERTICALLY IN THE NORTHWEST FACE OF THE STONE FOUNDATION OF THE
 MB1057'FORMER RAILROAD STATION WHICH IS NOW GATSBYS RESTAURANT AND NEAR THE
 MB1057'NORTH CORNER OF THE ORIGINAL BUILDING, DIRECTLY ACROSS STATION STREET
 MB1057'FROM THE CITY OF MENTOR PUBLIC WORKS BUILDING, 14.02 METERS (46.0
 MB1057'FEET) SOUTHEAST OF THE SOUTHEAST RAIL, 0.3 METER (1.0 FOOT) SOUTHWEST
 MB1057'OF THE NORTH CORNER OF THE BUILDING.  THE MARK IS NOW INSIDE AN
 MB1057'ENCLOSED DINING AREA AND ACCESS COULD BE DIFFICULT.
 MB1057
 MB1057                          STATION RECOVERY (2000)
 MB1057
 MB1057'RECOVERY NOTE BY US POWER SQUADRON 2000 (LAE)
 MB1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3350 ***********************************************************************
 AE3350  DESIGNATION -  D 9
 AE3350  PID         -  AE3350
 AE3350  STATE/COUNTY-  OH/MONTGOMERY
 AE3350  USGS QUAD   -  DAYTON NORTH (1996)
 AE3350
 AE3350                         *CURRENT SURVEY CONTROL
 AE3350  ___________________________________________________________________
 AE3350* NAD 83(1995)-  39 46 03.93004(N)    084 11 12.79397(W)     ADJUSTED  
 AE3350* NAVD 88     -       228.0    (meters)     748.     (feet)  GPS OBS   
 AE3350  ___________________________________________________________________
 AE3350  X           -     497,242.820 (meters)                     COMP
 AE3350  Y           -  -4,884,146.094 (meters)                     COMP
 AE3350  Z           -   4,058,323.134 (meters)                     COMP
 AE3350  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AE3350  ELLIP HEIGHT-         194.77  (meters)          (10/07/05) GPS OBS
 AE3350  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AE3350
 AE3350  HORZ ORDER  -  FIRST
 AE3350  ELLP ORDER  -  FOURTH    CLASS I
 AE3350
 AE3350.The horizontal coordinates were established by GPS observations
 AE3350.and adjusted by the National Geodetic Survey in September 1997..
 AE3350
 AE3350.The orthometric height was determined by GPS observations and a
 AE3350.high-resolution geoid model.
 AE3350
 AE3350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3350
 AE3350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3350
 AE3350.The ellipsoidal height was determined by GPS observations
 AE3350.and is referenced to NAD 83.
 AE3350
 AE3350.The geoid height was determined by GEOID03.
 AE3350
 AE3350;                    North         East     Units Scale Factor Converg.
 AE3350;SPC OH S     -   197,597.194   455,477.815   MT  0.99995825   -1 04 13.3
 AE3350;UTM  16      - 4,405,766.696   740,955.758   MT  1.00031485   +1 48 01.3
 AE3350
 AE3350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3350!SPC OH S     -   0.99996944  x   0.99995825  =   0.99992770
 AE3350!UTM  16      -   0.99996944  x   1.00031485  =   1.00028429
 AE3350
 AE3350|---------------------------------------------------------------------|
 AE3350| PID    Reference Object                     Distance      Geod. Az  |
 AE3350|                                                           dddmmss.s |
 AE3350| AE3274 BASE                                306.134 METERS 16514     |
 AE3350|---------------------------------------------------------------------|
 AE3350
 AE3350                          SUPERSEDED SURVEY CONTROL
 AE3350
 AE3350  ELLIP H (09/11/97)  194.87   (m)                       GP(       ) 4 1
 AE3350
 AE3350.Superseded values are not recommended for survey control.
 AE3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3350.See file dsdata.txt to determine how the superseded data were derived.
 AE3350
 AE3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4095605767(NAD 83)
 AE3350_MARKER: DD = SURVEY DISK
 AE3350_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3350_STAMPING: COD D-9
 AE3350_MARK LOGO: CODDOP
 AE3350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3350+STABILITY: SURFACE MOTION
 AE3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3350+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3350
 AE3350  HISTORY     - Date     Condition        Report By
 AE3350  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3350  HISTORY     - 20050614 MARK NOT FOUND   INDIV
 AE3350
 AE3350                          STATION DESCRIPTION
 AE3350
 AE3350'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3350'THE STATION IS LOCATED IN THE CITY OF DAYTON, AT THE HIGH GRASSY
 AE3350'POINT WHERE THE MAD RIVER JOINS THE GREAT MIAMI RIVER.
 AE3350'DESCRIBED BY WOOLPERT 1996, TO REACH STATION FROM THE INTERSECTION OF
 AE3350'RT 4 AND WEBSTER ST IN MONTGOMERY COUNTY PROCEED SOUTH ON WEBSTER
 AE3350'STREET FOR 0.13 MI TO DEEDS PARK DRIVE.  TURN RIGHT AND PROCEED WEST
 AE3350'ALONG DEEDS PARK DRIVE FOR 0.2 MI TO BEND IN ROAD TO THE NORTH AND
 AE3350'END OF VEHICLE TRAVEL.  HIKE WEST FOR 200 METERS TO GRASSY POINT AND
 AE3350'THE STATION.  THE MARK IS 26.3 METERS SOUTHWEST OF A SIX INCH TREE,
 AE3350'16.9 METERS WEST OF METAL POLE AND 9.5 METERS NORTHWEST OF TIP OF
 AE3350'GRASSY POINT.
 AE3350'THE STATION IS 110.6 FT (33.7 M) EAST OF THE WEST FENCE LINE, 29.7 FT
 AE3350'(9.1 M) SOUTH OF THE NORTH FENCE LINE, AND 134.8 FT (41.1 M) NORTHWEST
 AE3350'OF THE NORTHWEST CORNER OF A SHED ALONG THE EAST FENCE LINE.
 AE3350
 AE3350                          STATION RECOVERY (2005)
 AE3350
 AE3350'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GJL)
 AE3350'AREA AROUND MONUMENT HAS BEEN REGRADED AND SIDEWALKS ADDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0493 ***********************************************************************
 JY0493  DESIGNATION -  D=587
 JY0493  PID         -  JY0493
 JY0493  STATE/COUNTY-  OH/ROSS
 JY0493  USGS QUAD   -  RICHMOND DALE (1992)
 JY0493
 JY0493                         *CURRENT SURVEY CONTROL
 JY0493  ___________________________________________________________________
 JY0493* NAD 83(1986)-  39 11 38.     (N)    082 51 45.     (W)     SCALED    
 JY0493* NAVD 88     -       180.622  (meters)     592.59   (feet)  ADJUSTED  
 JY0493  ___________________________________________________________________
 JY0493  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JY0493  DYNAMIC HT  -         180.512 (meters)     592.23  (feet)  COMP
 JY0493  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 JY0493
 JY0493  VERT ORDER  -  FIRST     CLASS II
 JY0493
 JY0493.The horizontal coordinates were scaled from a topographic map and have
 JY0493.an estimated accuracy of +/- 6 seconds.
 JY0493
 JY0493.The orthometric height was determined by differential leveling
 JY0493.and adjusted by the National Geodetic Survey in June 1991..
 JY0493
 JY0493.The geoid height was determined by GEOID03.
 JY0493
 JY0493.The dynamic height is computed by dividing the NAVD 88
 JY0493.geopotential number by the normal gravity value computed on the
 JY0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0493.degrees latitude (g = 980.6199 gals.).
 JY0493
 JY0493.The modeled gravity was interpolated from observed gravity values.
 JY0493
 JY0493;                    North         East    Units  Estimated Accuracy
 JY0493;SPC OH S     -   132,600.      568,690.      MT  (+/- 180 meters Scaled)
 JY0493
 JY0493                          SUPERSEDED SURVEY CONTROL
 JY0493
 JY0493  NGVD 29 (??/??/92)  180.76   (m)          593.0    (f) COMPUTED    1 2
 JY0493
 JY0493.Superseded values are not recommended for survey control.
 JY0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0493.See file dsdata.txt to determine how the superseded data were derived.
 JY0493
 JY0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD391399(NAD 83)
 JY0493_MARKER: DD = SURVEY DISK
 JY0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0493_SP_SET: ABUTMENT
 JY0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0493
 JY0493  HISTORY     - Date     Condition        Report By
 JY0493  HISTORY     - UNK      MONUMENTED       CGS
 JY0493  HISTORY     - 1943     GOOD             NGS
 JY0493
 JY0493                          STATION DESCRIPTION
 JY0493
 JY0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0493'11.8 MI SE FROM CHILLICOTHE.
 JY0493'TO REACH FROM THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD
 JY0493'AND THE NORFOLK AND WESTERN RAILWAY AT CHILLICOTHE, PROCEED
 JY0493'11.85 MILES SOUTHEASTERLY ALONG THE NORFOLK AND WESTERN TRACK
 JY0493'TO BRIDGE NO. 1111 AND SITE OF BENCH MARK.  BENCH MARK IS SET
 JY0493'HORIZONTALLY IN THE CENTER AND TOP OF THE WEST END OF THE NORTH
 JY0493'CONCRETE ABUTMENT OF BRIDGE NO. 1111.  IT IS 0.2 MILE NORTH OF
 JY0493'MILE POST NO. N644, 321.0 YARDS SOUTH OF THE CENTERLINE OF THE
 JY0493'GRADE CROSSING AT THE HIGBY FLAG STOP, 10.4 FEET WEST OF AND ABOUT
 JY0493'1.5 FOOT BELOW THE CENTERLINE OF THE WEST TRACK.  A U.S. GEOLOGICAL
 JY0493'SURVEY ALUMINUM DISK SET IN A DRILL HOLE.  NOTE-- BM IS NOW 4.3
 JY0493'INCHES HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0163 ***********************************************************************
 MD0163  DESIGNATION -  DAB 24
 MD0163  PID         -  MD0163
 MD0163  STATE/COUNTY-  OH/HENRY
 MD0163  USGS QUAD   -  FLORIDA (1977)
 MD0163
 MD0163                         *CURRENT SURVEY CONTROL
 MD0163  ___________________________________________________________________
 MD0163* NAD 83(1986)-  41 19 33.     (N)    084 12 39.     (W)     SCALED    
 MD0163* NAVD 88     -       213.944  (meters)     701.91   (feet)  POSTED    
 MD0163  ___________________________________________________________________
 MD0163  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 MD0163  DYNAMIC HT  -         213.850 (meters)     701.61  (feet)  COMP
 MD0163  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 MD0163
 MD0163  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0163
 MD0163.The horizontal coordinates were scaled from a topographic map and have
 MD0163.an estimated accuracy of +/- 6 seconds.
 MD0163
 MD0163.The orthometric height was determined by differential leveling
 MD0163.and adjusted by the National Geodetic Survey in 1992..
 MD0163.No vertical observational check was made to the station.
 MD0163.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0163.was located on a no-check spur therefore a value was not computed.
 MD0163
 MD0163.The geoid height was determined by GEOID03.
 MD0163
 MD0163.The dynamic height is computed by dividing the NAVD 88
 MD0163.geopotential number by the normal gravity value computed on the
 MD0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0163.degrees latitude (g = 980.6199 gals.).
 MD0163
 MD0163.The modeled gravity was interpolated from observed gravity values.
 MD0163
 MD0163;                    North         East    Units  Estimated Accuracy
 MD0163;SPC OH N     -   185,650.      456,790.      MT  (+/- 180 meters Scaled)
 MD0163
 MD0163                          SUPERSEDED SURVEY CONTROL
 MD0163
 MD0163  NGVD 29 (??/??/92)  214.140  (m)          702.56   (f) ADJ UNCH    2 0
 MD0163
 MD0163.Superseded values are not recommended for survey control.
 MD0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0163.See file dsdata.txt to determine how the superseded data were derived.
 MD0163
 MD0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL334786(NAD 83)
 MD0163_MARKER: DD = SURVEY DISK
 MD0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0163_SP_SET: CULVERT
 MD0163_STAMPING: 703 24 DAB 1959
 MD0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0163
 MD0163  HISTORY     - Date     Condition        Report By
 MD0163  HISTORY     - 1959     MONUMENTED       CGS
 MD0163  HISTORY     - 1963     GOOD             NGS
 MD0163
 MD0163                          STATION DESCRIPTION
 MD0163
 MD0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MD0163'0.4 MI NW FROM FLORIDA.
 MD0163'FROM FLAT ROCK SCHOOL IN FLORIDA, GO 0.15 MILE NORTH, THEN
 MD0163'0.3 MILE WEST ON JEWELL ROAD 55 TO A CONCRETE CULVERT.  THE
 MD0163'BENCH MARK IS ABOUT 0.7 MILE EAST OF BENCH MARK C 300, 11.3 FEET
 MD0163'SOUTH OF THE CENTERLINE OF JEWELL ROAD 55.  A USGS DISK STAMPED
 MD0163'703 24 DAB 1959, SET IN A DRILL HOLE IN TOP OF THE WEST END OF
 MD0163'SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3466 ***********************************************************************
 KY3466  DESIGNATION -  DALTON
 KY3466  PID         -  KY3466
 KY3466  STATE/COUNTY-  OH/WAYNE
 KY3466  USGS QUAD   -  DALTON (1994)
 KY3466
 KY3466                         *CURRENT SURVEY CONTROL
 KY3466  ___________________________________________________________________
 KY3466* NAD 83(1995)-  40 48 17.57325(N)    081 42 48.37254(W)     ADJUSTED  
 KY3466* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 KY3466  ___________________________________________________________________
 KY3466  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 KY3466  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KY3466
 KY3466  HORZ ORDER  -  FIRST
 KY3466
 KY3466.The horizontal coordinates were established by classical geodetic methods
 KY3466.and adjusted by the National Geodetic Survey in April 1998..
 KY3466
 KY3466.The orthometric height was scaled from a topographic map.
 KY3466
 KY3466.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3466
 KY3466.The geoid height was determined by GEOID03.
 KY3466
 KY3466;                    North         East     Units Scale Factor Converg.
 KY3466;SPC OH N     -   126,693.277   666,368.167   MT  0.99994961   +0 31 00.2
 KY3466;UTM  17      - 4,517,342.264   439,822.048   MT  0.99964457   -0 27 58.4
 KY3466
 KY3466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3466!SPC OH N     -   0.99994780  x   0.99994961  =   0.99989741
 KY3466!UTM  17      -   0.99994780  x   0.99964457  =   0.99959239
 KY3466
 KY3466|---------------------------------------------------------------------|
 KY3466| PID    Reference Object                     Distance      Geod. Az  |
 KY3466|                                                           dddmmss.s |
 KY3466| CC9821 DALTON RM 3                          39.481 METERS 00322     |
 KY3466| CC9819 DALTON RM 1                          39.481 METERS 00324     |
 KY3466| CC9820 DALTON RM 2                          26.682 METERS 09241     |
 KY3466| KY3464 DALTON MUN STANDPIPE                APPROX. 0.9 KM 1452113.7 |
 KY3466| CC9818 DALTON AZ MK                                       1840945.5 |
 KY3466| KY3490 APPLE CREEK STATE HOSP TANK         APPROX.10.8 KM 2480739.3 |
 KY3466| KY3489 APPLE CREEK STATE HOSP STACK        APPROX.10.9 KM 2481024.0 |
 KY3466|---------------------------------------------------------------------|
 KY3466
 KY3466                          SUPERSEDED SURVEY CONTROL
 KY3466
 KY3466  NAD 83(1986)-  40 48 17.58287(N)    081 42 48.37687(W) AD(       ) 1
 KY3466  NAD 27      -  40 48 17.38238(N)    081 42 48.91245(W) AD(       ) 1
 KY3466
 KY3466.Superseded values are not recommended for survey control.
 KY3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3466.See file dsdata.txt to determine how the superseded data were derived.
 KY3466
 KY3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3982217342(NAD 83)
 KY3466_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3466_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3466+STABILITY: SURFACE MOTION
 KY3466
 KY3466  HISTORY     - Date     Condition        Report By
 KY3466  HISTORY     - 1959     MONUMENTED       CGS
 KY3466  HISTORY     - 1975     GOOD             NGS
 KY3466  HISTORY     - 1983     GOOD             NGS
 KY3466
 KY3466                          STATION DESCRIPTION
 KY3466
 KY3466'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3466'THE STATION IS ABOUT 1 MILE NORTHWEST OF DALTON, IN THE CENTER OF
 KY3466'SECTION 4, T 16 N, R 11 W,
 KY3466'ON PROPERTY OWNED BY MR. ELMER S. GEISER.
 KY3466'
 KY3466'TO REACH THE STATION FROM THE POST OFFICE IN DALTON, GO WEST ON
 KY3466'ALTERNATE U.S.  HIGHWAY 30
 KY3466'FOR 0.9 MILE TO A PRIVATE, GRAVEL DRIVEWAY ON THE RIGHT BETWEEN TWO
 KY3466'HOUSES.  (CONTINUE STRAIGHT AHEAD
 KY3466'FOR 0.05 MILE TO A POWER POLE WITH TRANSFORMER AND THE AZIMUTH
 KY3466'MARK ON THE RIGHT).  TURN RIGHT ON GRAVEL
 KY3466'DRIVEWAY AND GO NORTH FOR 0.3 MILE TO THE
 KY3466'HOME OF MR. GEISER AND THE STATION IN THE SOUTHWEST CORNER
 KY3466'OF THE LAWN.
 KY3466'
 KY3466'STATION MARKS ARE STANDARD DISKS STAMPED DALTON 1959.  THE SURFACE
 KY3466'DISK IS SET IN A SQUARE
 KY3466'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KY3466'IN THE SOUTHWEST CORNER OF THE
 KY3466'LAWN, 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 KY3466'51.5 FEET SOUTH OF A 4-TRUNK PEAR TREE AND
 KY3466'11 FEET SOUTHWEST OF A 2-INCH MAPLE TREE.
 KY3466'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 KY3466'32 INCHES BELOW THE SURFACE OF THE
 KY3466'GROUND.
 KY3466'
 KY3466'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DALTON NO 1 1959, IS
 KY3466'SET IN A SQUARE CONCRETE POST
 KY3466'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS IN THE NORTHWEST CORNER
 KY3466'OF THE LAWN, 30 FEET NORTHWEST OF
 KY3466'THE NORTHWEST CORNER OF THE HOUSE AND 39 FEET WEST OF A
 KY3466'16-INCH DECIDUOUS TREE.
 KY3466'
 KY3466'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DALTON NO 2 1959, IS
 KY3466'SET IN A SQUARE CONCRETE POST
 KY3466'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS IN THE SOUTH EDGE OF THE
 KY3466'LAWN, 70 FEET SOUTHEAST OF THE
 KY3466'SOUTHEAST CORNER OF THE HOUSE, 11.5 FEET WEST OF A 16-INCH
 KY3466'DECIDUOUS TREE AND 48.5 FEET WEST OF A POWER POLE
 KY3466'WITH TRANSFORMER.
 KY3466'
 KY3466'AZIMUTH MARK, A STANDARD DISK STAMPED DALTON 1959, IS SET IN A SQUARE
 KY3466'CONCRETE POST WHICH PROJECTS 6
 KY3466'INCHES.  IT IS 22 FEET NORTH OF THE CENTERLINE OF ALTERNATE U.S.
 KY3466'HIGHWAY 30, 3 FEET WEST OF A POWER
 KY3466'POLE WITH TRANSFORMER AND ON THE NORTH RIGHT-OF-WAY OF
 KY3466'ALTERNATE U.S. HIGHWAY 30.  A STANDARD METAL
 KY3466'WITNESS POST WAS SET 1.8 FEET EAST OF THE
 KY3466'MARK.
 KY3466
 KY3466                          STATION RECOVERY (1975)
 KY3466
 KY3466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KY3466'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 KY3466'IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE DISK AND TOP
 KY3466'OF THE MARK SHEARED OFF.  THE DISTANCE AND DIRECTION TO REFERENCE
 KY3466'MARK 2 CHECKED AS DID THE DIRECTION TO THE AZIMUTH MARK.
 KY3466'REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS--
 KY3466'
 KY3466'THE STATION IS LOCATED IN THE CENTER OF SEC. 4, T-16-N, R-11-W, ON
 KY3466'THE PROPERTY OF MR. DAN YODER, 170 FEET WEST OF THE CENTERLINE OF A
 KY3466'GRAVELED DRIVEWAY, 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 KY3466'A 2 STORY BRICK HOUSE, 51 FEET SOUTH OF A PEAR TREE AND 11 FEET
 KY3466'SOUTHWEST OF A 14 INCH MAPLE TREE.  THE MONUMENT IS FLUSH AND
 KY3466'THE DISK IS STAMPED DALTON 1959.
 KY3466'
 KY3466'TO REACH THE STATION FROM THE POST OFFICE AT DALTON, GO WEST ON OLD
 KY3466'ALTERNATE U.S. HIGHWAY 30 FOR 0.9 MILE TO A DRIVEWAY RIGHT.  TURN
 KY3466'RIGHT AND GO NORTH ON THE GRAVELED DRIVEWAY FOR 0.3 MILE TO A 2
 KY3466'STORY BRICK HOUSE AND THE STATION ON THE LEFT.
 KY3466'
 KY3466'REFERENCE MARK 2 IS 83 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY,
 KY3466'70 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 15 FEET
 KY3466'SOUTHEAST OF A 12 INCH MAPLE TREE.  THE MONUMENT IS FLUSH AND THE
 KY3466'DISK IS STAMPED DALTON NO 2 1959.
 KY3466'
 KY3466'REFERENCE MARK 3 IS 33 FEET NORTH OF A 14 INCH PEACH TREE AND 30
 KY3466'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.  THE MONUMENT
 KY3466'IS FLUSH AND THE DISK IS STAMPED DALTON 1959 NO 3 1975.
 KY3466'
 KY3466'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTERLINE OF THE
 KY3466'HIGHWAY, 3 FEET WEST OF A POWER TRANSFORMER POLE, AND 2 FEET WEST OF
 KY3466'A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 KY3466'IS STAMPED DALTON 1959.
 KY3466'
 KY3466'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON THE
 KY3466'HIGHWAY FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 KY3466'
 KY3466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 KY3466'NORTHWEST OF DALTON.
 KY3466'
 KY3466'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KY3466
 KY3466                          STATION RECOVERY (1983)
 KY3466
 KY3466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY3466'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KY3466'AS DESCRIBED IN THE MOST RECENT INFORMATION AVAILABLE.
 KY3466'
 KY3466'THIS STATION WAS RECOVERED IN CONJUNCTION WITH THE AREA GPS PROJECT
 KY3466'AND IT WAS NOT FOUND SATISFACTORY FOR ITS USE.  THERE IS A LARGE
 KY3466'MAPLE TREE DIRECTLY OVER THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3464 ***********************************************************************
 KY3464  DESIGNATION -  DALTON MUN STANDPIPE
 KY3464  PID         -  KY3464
 KY3464  STATE/COUNTY-  OH/WAYNE
 KY3464  USGS QUAD   -  DALTON (1994)
 KY3464
 KY3464                         *CURRENT SURVEY CONTROL
 KY3464  ___________________________________________________________________
 KY3464* NAD 83(1995)-  40 47 53.73741(N)    081 42 26.69811(W)     ADJUSTED  
 KY3464* NAVD 88     -                                                        
 KY3464  ___________________________________________________________________
 KY3464  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 KY3464  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KY3464
 KY3464  HORZ ORDER  -  THIRD
 KY3464
 KY3464.The horizontal coordinates were established by classical geodetic methods
 KY3464.and adjusted by the National Geodetic Survey in April 1998..
 KY3464
 KY3464
 KY3464.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3464
 KY3464.The geoid height was determined by GEOID03.
 KY3464
 KY3464;                    North         East     Units Scale Factor Converg.
 KY3464;SPC OH N     -   125,962.674   666,882.843   MT  0.99995014   +0 31 14.5
 KY3464;UTM  17      - 4,516,603.164   440,323.962   MT  0.99964383   -0 27 44.1
 KY3464
 KY3464                          SUPERSEDED SURVEY CONTROL
 KY3464
 KY3464  NAD 83(1986)-  40 47 53.74717(N)    081 42 26.70243(W) AD(       ) 4
 KY3464  NAD 27      -  40 47 53.54948(N)    081 42 27.24161(W) AD(       ) 3
 KY3464
 KY3464.Superseded values are not recommended for survey control.
 KY3464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3464.See file dsdata.txt to determine how the superseded data were derived.
 KY3464
 KY3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4032416603(NAD 83)
 KY3464
 KY3464  HISTORY     - Date     Condition        Report By
 KY3464  HISTORY     - 1959     MONUMENTED       CGS
 KY3464
 KY3464                          STATION DESCRIPTION
 KY3464
 KY3464'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3464'THE STATION IS THE BALL ATOP THE STANDPIPE WHICH IS ABOUT 0.5 MILE
 KY3464'WEST OF THE CENTER OF
 KY3464'DALTON AND ALONG THE SOUTH SIDE OF U.S. HIGHWAY 30 ALTERNATE.
 KY3464'
 KY3464'THE STANDPIPE IS ABOUT 15 FEET IN DIAMETER AND 75 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3289 ***********************************************************************
 KY3289  DESIGNATION -  DAMASCUS A
 KY3289  PID         -  KY3289
 KY3289  STATE/COUNTY-  OH/MAHONING
 KY3289  USGS QUAD   -  DAMASCUS (1994)
 KY3289
 KY3289                         *CURRENT SURVEY CONTROL
 KY3289  ___________________________________________________________________
 KY3289* NAD 83(1995)-  40 54 05.75204(N)    080 59 59.05368(W)     ADJUSTED  
 KY3289* NAVD 88     -       353.     (meters)    1158.     (feet)  SCALED    
 KY3289  ___________________________________________________________________
 KY3289  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 KY3289  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KY3289
 KY3289  HORZ ORDER  -  SECOND
 KY3289
 KY3289.The horizontal coordinates were established by classical geodetic methods
 KY3289.and adjusted by the National Geodetic Survey in April 1998..
 KY3289
 KY3289.The orthometric height was scaled from a topographic map.
 KY3289
 KY3289.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3289
 KY3289.The geoid height was determined by GEOID03.
 KY3289
 KY3289;                    North         East     Units Scale Factor Converg.
 KY3289;SPC OH N     -   138,221.054   726,399.035   MT  0.99994332   +0 59 08.2
 KY3289;UTM  17      - 4,527,833.576   500,022.140   MT  0.99960000   +0 00 00.6
 KY3289
 KY3289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3289!SPC OH N     -   0.99994994  x   0.99994332  =   0.99989326
 KY3289!UTM  17      -   0.99994994  x   0.99960000  =   0.99954996
 KY3289
 KY3289                          SUPERSEDED SURVEY CONTROL
 KY3289
 KY3289  NAD 83(1986)-  40 54 05.75710(N)    080 59 59.05738(W) AD(       ) 2
 KY3289  NAD 27      -  40 54 05.54400(N)    080 59 59.73200(W) AD(       ) 2
 KY3289
 KY3289.Superseded values are not recommended for survey control.
 KY3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3289.See file dsdata.txt to determine how the superseded data were derived.
 KY3289
 KY3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0002227834(NAD 83)
 KY3289_MARKER: DS = TRIANGULATION STATION DISK
 KY3289_SETTING: 0 = UNSPECIFIED SETTING
 KY3289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3289
 KY3289  HISTORY     - Date     Condition        Report By
 KY3289  HISTORY     - 1950     MONUMENTED       CGS
 KY3289  HISTORY     - 1951     GOOD             CGS
 KY3289  HISTORY     - 1953     SEE DESCRIPTION  OHHD
 KY3289
 KY3289                          STATION DESCRIPTION
 KY3289
 KY3289'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3289'THE STATION IS LOCATED 0.3 MILE WEST OF WESTVILLE ON THE NORTH
 KY3289'SIDE OF U.S. HIGHWAY NO. 62.  IT IS 144 FEET WEST OF A
 KY3289'T-INTERSECTION, 43 FEET EAST OF TELEPHONE POLE NO. 301 OVER 28, 23
 KY3289'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 62 AND 5.2 FEET
 KY3289'SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD DISK SET IN A
 KY3289'CONCRETE POST IN A STEEL WELL ABOUT 15 INCHES BELOW THE SURFACE.
 KY3289'IT IS STAMPED DAMASCUS A 1950.
 KY3289
 KY3289                          STATION RECOVERY (1951)
 KY3289
 KY3289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 KY3289'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KY3289'CONDITION. STATION WAS OCCUPIED ONLY TO THE EXTENT OF ESTABLISHING
 KY3289'A PARALLEL BASE-LINE FOR THE ANGULAR MEASUREMENT OF SAME.
 KY3289
 KY3289                          STATION RECOVERY (1953)
 KY3289
 KY3289'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1953
 KY3289'STATION DESTROYED.  DISK RETURNED TO WASHINGTON OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3293 ***********************************************************************
 KY3293  DESIGNATION -  DAMASCUS B
 KY3293  PID         -  KY3293
 KY3293  STATE/COUNTY-  OH/MAHONING
 KY3293  USGS QUAD   -  DAMASCUS (1994)
 KY3293
 KY3293                         *CURRENT SURVEY CONTROL
 KY3293  ___________________________________________________________________
 KY3293* NAD 83(1995)-  40 54 05.17297(N)    080 57 22.12656(W)     ADJUSTED  
 KY3293* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 KY3293  ___________________________________________________________________
 KY3293  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 KY3293  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KY3293
 KY3293  HORZ ORDER  -  SECOND
 KY3293
 KY3293.The horizontal coordinates were established by classical geodetic methods
 KY3293.and adjusted by the National Geodetic Survey in April 1998..
 KY3293
 KY3293.The orthometric height was scaled from a topographic map.
 KY3293
 KY3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3293
 KY3293.The geoid height was determined by GEOID03.
 KY3293
 KY3293;                    North         East     Units Scale Factor Converg.
 KY3293;SPC OH N     -   138,267.288   730,071.558   MT  0.99994333   +1 00 51.2
 KY3293;UTM  17      - 4,527,816.646   503,693.655   MT  0.99960017   +0 01 43.4
 KY3293
 KY3293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3293!SPC OH N     -   0.99994696  x   0.99994333  =   0.99989030
 KY3293!UTM  17      -   0.99994696  x   0.99960017  =   0.99954715
 KY3293
 KY3293:                Primary Azimuth Mark                     Grid Az
 KY3293:SPC OH N     -  DAMASCUS A                               269 16 43.3
 KY3293:UTM  17      -  DAMASCUS A                               270 15 51.1
 KY3293
 KY3293|---------------------------------------------------------------------|
 KY3293| PID    Reference Object                     Distance      Geod. Az  |
 KY3293|                                                           dddmmss.s |
 KY3293| KY3289 DAMASCUS A                          APPROX. 3.7 KM 2701734.5 |
 KY3293|---------------------------------------------------------------------|
 KY3293
 KY3293                          SUPERSEDED SURVEY CONTROL
 KY3293
 KY3293  NAD 83(1986)-  40 54 05.17805(N)    080 57 22.13008(W) AD(       ) 2
 KY3293  NAD 27      -  40 54 04.96500(N)    080 57 22.80900(W) AD(       ) 2
 KY3293
 KY3293.Superseded values are not recommended for survey control.
 KY3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3293.See file dsdata.txt to determine how the superseded data were derived.
 KY3293
 KY3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0369427817(NAD 83)
 KY3293
 KY3293  HISTORY     - Date     Condition        Report By
 KY3293  HISTORY     - 1950     MONUMENTED       CGS
 KY3293  HISTORY     - 1951     GOOD             CGS
 KY3293
 KY3293                          STATION DESCRIPTION
 KY3293
 KY3293'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 KY3293'STATION WAS RECOVERED IN GOOD CONDITION.  NO DESCRIPTION TO THIS
 KY3293'STATION COULD BE FOUND.  A COMPLETE DESCRIPTION FOLLOWS-
 KY3293'
 KY3293'IT IS ABOUT 0.15 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY
 KY3293'534 AND U.S. HIGHWAY 62 IN THE WEST PART OF THE TOWN OF DAMASCUS,
 KY3293'40 FEET NORTHEAST OF THE INTERSECTION OF STANLEY STREET AND U.S.
 KY3293'HIGHWAY 62, 31 FEET EAST OF THE CENTER OF STANLEY STREET, 28 FEET
 KY3293'SOUTH OF THE SOUTHWEST CORNER OF A 2 STORY FRAME HOUSE, 19 FEET
 KY3293'NORTH OF THE CENTER OF HIGHWAY 62, 16 FEET SOUTHWEST OF A 12 INCH
 KY3293'MAPLE TREE, 14 FEET SOUTHEAST OF A 10 INCH MAPLE TREE
 KY3293'AND 6.6 FEET NORTH OF THE NORTH EDGE OF HIGHWAY 62.  THE MARK IS
 KY3293'AN IRREGULAR MASS OF CONCRETE WHICH IS FLUSH WITH THE GROUND AND
 KY3293'HAS A NAIL WITH A CROSS FILED IN THE TOP SET NEAR THE CENTER OF
 KY3293'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1059 ***********************************************************************
 KY1059  DESIGNATION -  DAMASCUS E BASE
 KY1059  PID         -  KY1059
 KY1059  STATE/COUNTY-  OH/MAHONING
 KY1059  USGS QUAD   -  DAMASCUS (1994)
 KY1059
 KY1059                         *CURRENT SURVEY CONTROL
 KY1059  ___________________________________________________________________
 KY1059* NAD 83(1995)-  40 54 05.23552(N)    080 56 10.02543(W)     ADJUSTED  
 KY1059* NAVD 88     -       395.209  (meters)    1296.61   (feet)  POSTED    
 KY1059  ___________________________________________________________________
 KY1059  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 KY1059  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY1059  DYNAMIC HT  -         395.020 (meters)    1295.99  (feet)  COMP
 KY1059  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 KY1059
 KY1059  HORZ ORDER  -  FIRST
 KY1059  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KY1059
 KY1059.The horizontal coordinates were established by classical geodetic methods
 KY1059.and adjusted by the National Geodetic Survey in April 1998..
 KY1059
 KY1059.The orthometric height was determined by differential leveling
 KY1059.and adjusted by the National Geodetic Survey in 1992..
 KY1059.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KY1059.rate greater than 8.0 mm/km.
 KY1059
 KY1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1059
 KY1059.The geoid height was determined by GEOID03.
 KY1059
 KY1059.The dynamic height is computed by dividing the NAVD 88
 KY1059.geopotential number by the normal gravity value computed on the
 KY1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1059.degrees latitude (g = 980.6199 gals.).
 KY1059
 KY1059.The modeled gravity was interpolated from observed gravity values.
 KY1059
 KY1059;                    North         East     Units Scale Factor Converg.
 KY1059;SPC OH N     -   138,299.280   731,758.735   MT  0.99994333   +1 01 38.6
 KY1059;UTM  17      - 4,527,819.613   505,380.553   MT  0.99960036   +0 02 30.6
 KY1059
 KY1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1059!SPC OH N     -   0.99994330  x   0.99994333  =   0.99988663
 KY1059!UTM  17      -   0.99994330  x   0.99960036  =   0.99954368
 KY1059
 KY1059|---------------------------------------------------------------------|
 KY1059| PID    Reference Object                     Distance      Geod. Az  |
 KY1059|                                                           dddmmss.s |
 KY1059| KY1058 DAMASCUS E BASE RM 1                 33.885 METERS 11535     |
 KY1059| KY1060 DAMASCUS E BASE AZ MK                              1480317.3 |
 KY1059| KY3285 WINONA RELAY TV TOWER               APPROX. 6.4 KM 1530921.0 |
 KY1059|---------------------------------------------------------------------|
 KY1059
 KY1059                          SUPERSEDED SURVEY CONTROL
 KY1059
 KY1059  NAD 83(1986)-  40 54 05.24065(N)    080 56 10.02904(W) AD(       ) 1
 KY1059  NAD 27      -  40 54 05.02700(N)    080 56 10.71000(W) AD(       ) 1
 KY1059  NGVD 29 (??/??/92)  395.382  (m)         1297.18   (f) ADJ UNCH    1 2
 KY1059
 KY1059.Superseded values are not recommended for survey control.
 KY1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1059.See file dsdata.txt to determine how the superseded data were derived.
 KY1059
 KY1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0538127820(NAD 83)
 KY1059_MARKER: DS = TRIANGULATION STATION DISK
 KY1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1059_STAMPING: DAMASCUS E BASE 1950
 KY1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1059+STABILITY: SURFACE MOTION
 KY1059
 KY1059  HISTORY     - Date     Condition        Report By
 KY1059  HISTORY     - 1950     MONUMENTED       CGS
 KY1059  HISTORY     - 1950     GOOD             CGS
 KY1059  HISTORY     - 1951     GOOD             CGS
 KY1059  HISTORY     - 1966     MARK NOT FOUND   CGS
 KY1059  HISTORY     - 1966     MARK NOT FOUND   USGS
 KY1059
 KY1059                          STATION DESCRIPTION
 KY1059
 KY1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY1059'THE STATION IS LOCATED ABOUT 0.8 MILE EAST OF DAMASCUS AND 4.5
 KY1059'MILE WEST OF SALEM, ON THE NORTH SIDE OF U.S. HIGHWAY NO. 62 NEAR
 KY1059'THE SOUTHERN EXTREMITIES OF MAHONING COUNTY.  IT IS 76 FEET NORTH
 KY1059'OF THE CENTERLINE OF THE HIGHWAY, 44 FEET NORTH OF A WITNESS POST,
 KY1059'25 FEET EAST OF A CHERRY TREE AND 6 FEET SOUTH OF THE SOUTH EDGE
 KY1059'OF A CULTIVATED FIELD. THE MARK IS 9 INCHES BELOW THE SURFACE AND
 KY1059'IS STAMPED DAMASCUS E BASE 1950.
 KY1059'
 KY1059'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTERLINE OF THE
 KY1059'HIGHWAY AND 2 FEET WEST OF POWER POLE NO. 1344N-1.  IT IS FLUSH
 KY1059'WITH THE SURFACE AND IS STAMPED DAMASCUS E BASE NO 1 1950.
 KY1059'
 KY1059'DAMASCUS E BASE OFFSET IS A STANDARD DISK SET IN A CONCRETE POST
 KY1059'IN A STEEL WELL ABOUT 15 INCHES BELOW THE SURFACE OF THE ROAD, DUE
 KY1059'NORTH OF THE WEST EDGE OF A GRAVEL DRIVEWAY ON THE OPPOSITE SIDE OF
 KY1059'THE HIGHWAY, 53 FEET SOUTHEAST OF POWER POLE NO. 1390, 17 FEET
 KY1059'NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 62, 16 FEET SOUTH OF A
 KY1059'WITNESS POST, 9 FEET SOUTHWEST OF THE KARL SEEGER MAIL BOX AND IN
 KY1059'THE CENTER OF A HARD SURFACED HIGHWAY SHOULDER.  THE
 KY1059'MARK IS STAMPED DAMASCUS E BASE OFFSET 1950.
 KY1059'
 KY1059'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE POST
 KY1059'PROJECTING 1 INCH ABOVE THE SURFACE, 13-1/2 FEET EAST OF THE
 KY1059'CENTERLINE OF A GRAVELED ROAD, 2-1/2 FEET SOUTHEAST OF A WITNESS
 KY1059'POST, DIRECTLY UNDER A POWER LINE AND ON THE WEST EDGE OF A
 KY1059'CULTIVATED FIELD.  THE MARK IS STAMPED DAMASCUS E BASE 1950.
 KY1059'
 KY1059'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DAMASCUS GO
 KY1059'EAST FOR 0.95 MILE TO THE MARK ON THE RIGHT SIDE OF U.S. HIGHWAY
 KY1059'NO. 62 AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 KY1059'GO EAST ON HIGHWAY NO. 62 FOR 0.15 MILE THENCE RIGHT ON A GRAVELED
 KY1059'ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 KY1059
 KY1059                          STATION RECOVERY (1950)
 KY1059
 KY1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KY1059'2.8 MI SE FROM GARFIELD.
 KY1059'ABOUT 1.1 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATE
 KY1059'HIGHWAY 534 OVERPASS AT GARFIELD, THENCE ABOUT 1.7 MILES SOUTH
 KY1059'ALONG SEACRIST ROAD, AT THE JUNCTION OF U.S. HIGHWAY 62.
 KY1059'IT IS 76 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 25 FEET
 KY1059'EAST OF A CHERRY TREE, 6 FEET SOUTH OF THE SOUTH EDGE OF A
 KY1059'CULTIVATED FIELD, 44 FEET NORTH OF A WHITE WITNESS POST AND ABOUT
 KY1059'LEVEL WITH THE HIGHWAY.  A STANDARD TRIANGULATION STATION DISK
 KY1059'SET IN THE TOP OF A CONCRTE POST AND IS 9 INCHES BELOW THE
 KY1059'SURFACE OF THE GROUND.
 KY1059
 KY1059                          STATION RECOVERY (1951)
 KY1059
 KY1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 KY1059'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KY1059'CONDITION. STATION WAS OCCUPIED ONLY TO THE EXTENT OF ESTABLISHING
 KY1059'A PARALLEL BASE-LINE FOR THE ANGULAR MEASUREMENT OF SAME.
 KY1059
 KY1059                          STATION RECOVERY (1966)
 KY1059
 KY1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 KY1059'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE DESCRIBED
 KY1059'LOCATION WOULD NOW PUT THE MARK UNDER A BLACK TOPPED DRIVEWAY
 KY1059'LEADING TO A MOTEL.  THE MARK IS PROBABLY STILL INTACT BUT NO
 KY1059'PROBING WAS DONE AT THIS TIME.  REFERENCE MARK NO. 1 AND THE
 KY1059'AZIMUTH MARK WERE LOCATED AND IN GOOD CONDITION.
 KY1059'
 KY1059'THE STATION SITE MAY BE REACHED BY GOING 3.2 MILES EAST ALONG THE
 KY1059'PENNSYLVANIA RAILROAD FROM THE CROSSING OF STATE HIGHWAY 173 AT
 KY1059'BELOIT, THENCE 1.6 MILES SOUTH ALONG SEACRIST ROAD, REFERENCE MARK
 KY1059'NO. 1 IS LOCATED IN THE LAWN OF THE COLONIAL MOTEL, 112 FEET
 KY1059'NORTHWEST OF THE APPROXIMATE CENTER OF THE JUNCTION OF SEACRIST
 KY1059'ROAD AND U.S. HIGHWAY 62, 108 FEET WEST OF THE CENTER LINE OF THE
 KY1059'ROAD, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND SET IN
 KY1059'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS STAMPED
 KY1059'DAMASCUS E BASE NO 1 1950.
 KY1059'
 KY1059'THE AZIMUTH MARK MAY BE REACHED BY GOING 0.1 MILE EAST ALONG U.S.
 KY1059'HIGHWAY 62 FROM THE STATION, THENCE 0.25 MILE SOUTH ALONG SHELTON
 KY1059'ROAD, 17-1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 108 FEET
 KY1059'NORTH OF POWER LINE POLE 106, SET IN THE TOP OF A CONCRETE POST 1
 KY1059'FOOT ABOVE THE LEVEL OF THE GROUND.  IT IS STAMPED DAMASCUS E BASE
 KY1059'1950.
 KY1059
 KY1059                          STATION RECOVERY (1966)
 KY1059
 KY1059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KY1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1060 ***********************************************************************
 KY1060  DESIGNATION -  DAMASCUS E BASE AZ MK
 KY1060  PID         -  KY1060
 KY1060  STATE/COUNTY-  OH/COLUMBIANA
 KY1060  USGS QUAD   -  DAMASCUS (1994)
 KY1060
 KY1060                         *CURRENT SURVEY CONTROL
 KY1060  ___________________________________________________________________
 KY1060* NAD 83(1986)-  40 53 54.     (N)    080 55 59.     (W)     SCALED    
 KY1060* NAVD 88     -       391.047  (meters)    1282.96   (feet)  ADJUSTED  
 KY1060  ___________________________________________________________________
 KY1060  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY1060  DYNAMIC HT  -         390.860 (meters)    1282.35  (feet)  COMP
 KY1060  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 KY1060
 KY1060  VERT ORDER  -  FIRST     CLASS I
 KY1060
 KY1060.The horizontal coordinates were scaled from a topographic map and have
 KY1060.an estimated accuracy of +/- 6 seconds.
 KY1060
 KY1060.The orthometric height was determined by differential leveling
 KY1060.and adjusted by the National Geodetic Survey in June 1991..
 KY1060
 KY1060.The geoid height was determined by GEOID03.
 KY1060
 KY1060.The dynamic height is computed by dividing the NAVD 88
 KY1060.geopotential number by the normal gravity value computed on the
 KY1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1060.degrees latitude (g = 980.6199 gals.).
 KY1060
 KY1060.The modeled gravity was interpolated from observed gravity values.
 KY1060
 KY1060;                    North         East    Units  Estimated Accuracy
 KY1060;SPC OH N     -   137,960.      732,020.      MT  (+/- 180 meters Scaled)
 KY1060
 KY1060                          SUPERSEDED SURVEY CONTROL
 KY1060
 KY1060  NGVD 29 (??/??/92)  391.207  (m)         1283.48   (f) ADJ UNCH    1 1
 KY1060
 KY1060.Superseded values are not recommended for survey control.
 KY1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1060.See file dsdata.txt to determine how the superseded data were derived.
 KY1060
 KY1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF056274(NAD 83)
 KY1060_MARKER: DZ = AZIMUTH MARK DISK
 KY1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1060_STAMPING: DAMASCUS E BASE 1950
 KY1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1060+STABILITY: SURFACE MOTION
 KY1060
 KY1060  HISTORY     - Date     Condition        Report By
 KY1060  HISTORY     - 1950     MONUMENTED       CGS
 KY1060  HISTORY     - 1966     GOOD             NGS
 KY1060
 KY1060                          STATION DESCRIPTION
 KY1060
 KY1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1060'5.2 MI SE FROM BELOIT.
 KY1060'ABOUT 3.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1060'CROSSING OF STATE HIGHWAY 173 AT BELOIT, THENCE 1.6 MILES
 KY1060'SOUTH ALONG SEACRIST ROAD, THENCE 0.1 MILE EAST ALONG U.S.
 KY1060'HIGHWAY 62, THENCE 0.25 MILE SOUTH ALONG SHELTON ROAD, ON TOP
 KY1060'OF A SHORT HILL, IN SECTION 4, R 14 W, T 16 N, 17 1/2 FEET
 KY1060'EAST OF THE CENTER LINE OF THE ROAD, 108 FEET NORTH OF POWER
 KY1060'LINE POLE NO. 106, 1336N, 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD
 KY1060'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE THE
 KY1060'LEVEL OF THE GROUND.  THE 1950 DESCRIPTION REPORTS THE MARK AS
 KY1060'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3291 ***********************************************************************
 KY3291  DESIGNATION -  DAMASCUS E BASE OFFSET
 KY3291  PID         -  KY3291
 KY3291  STATE/COUNTY-  OH/MAHONING
 KY3291  USGS QUAD   -  DAMASCUS (1994)
 KY3291
 KY3291                         *CURRENT SURVEY CONTROL
 KY3291  ___________________________________________________________________
 KY3291* NAD 83(1995)-  40 54 04.65232(N)    080 56 10.06493(W)     ADJUSTED  
 KY3291* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 KY3291  ___________________________________________________________________
 KY3291  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 KY3291  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY3291
 KY3291  HORZ ORDER  -  SECOND
 KY3291
 KY3291.The horizontal coordinates were established by classical geodetic methods
 KY3291.and adjusted by the National Geodetic Survey in April 1998..
 KY3291
 KY3291.The orthometric height was scaled from a topographic map.
 KY3291
 KY3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3291
 KY3291.The geoid height was determined by GEOID03.
 KY3291
 KY3291;                    North         East     Units Scale Factor Converg.
 KY3291;SPC OH N     -   138,281.277   731,758.133   MT  0.99994334   +1 01 38.6
 KY3291;UTM  17      - 4,527,801.629   505,379.642   MT  0.99960036   +0 02 30.6
 KY3291
 KY3291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3291!SPC OH N     -   0.99994336  x   0.99994334  =   0.99988670
 KY3291!UTM  17      -   0.99994336  x   0.99960036  =   0.99954374
 KY3291
 KY3291|---------------------------------------------------------------------|
 KY3291| PID    Reference Object                     Distance      Geod. Az  |
 KY3291|                                                           dddmmss.s |
 KY3291| KY1059 DAMASCUS E BASE                      18.014 METERS 00257     |
 KY3291| KY3293 DAMASCUS B                          APPROX. 1.7 KM 2703307.7 |
 KY3291|---------------------------------------------------------------------|
 KY3291
 KY3291                          SUPERSEDED SURVEY CONTROL
 KY3291
 KY3291  NAD 83(1986)-  40 54 04.65736(N)    080 56 10.06854(W) AD(       ) 2
 KY3291  NAD 27      -  40 54 04.44400(N)    080 56 10.75000(W) AD(       ) 2
 KY3291
 KY3291.Superseded values are not recommended for survey control.
 KY3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3291.See file dsdata.txt to determine how the superseded data were derived.
 KY3291
 KY3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0538027802(NAD 83)
 KY3291_MARKER: DS = TRIANGULATION STATION DISK
 KY3291_SETTING: 0 = UNSPECIFIED SETTING
 KY3291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3291
 KY3291  HISTORY     - Date     Condition        Report By
 KY3291  HISTORY     - 1950     MONUMENTED       CGS
 KY3291  HISTORY     - 1951     GOOD             CGS
 KY3291
 KY3291                          STATION DESCRIPTION
 KY3291
 KY3291'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3291'STATION DAMASCUS EAST BASE IS LOCATED ABOUT 0.8 MILE EAST OF DAMASCUS
 KY3291'AND 4.5 MILES  WEST OF SALEM, ON THE NORTH SIDE OF U.S. HIGHWAY NO. 62
 KY3291'NEAR THE SOUTHERN EXTREMITIES OF MAHONING COUNTY.  IT IS 76 FEET NORTH
 KY3291'OF THE CENTERLINE OF THE HIGHWAY, 44 FEET NORTH OF A WITNESS POST,
 KY3291'25 FEET EAST OF A CHERRY TREE AND 6 FEET SOUTH OF THE SOUTH EDGE
 KY3291'OF A CULTIVATED FIELD. THE MARK IS 9 INCHES BELOW THE SURFACE AND
 KY3291'IS STAMPED DAMASCUS E BASE 1950.
 KY3291'
 KY3291'DAMASCUS E BASE OFFSET IS A STANDARD DISK SET IN A CONCRETE POST
 KY3291'IN A STEEL WELL ABOUT 15 INCHES BELOW THE SURFACE OF THE ROAD, DUE
 KY3291'NORTH OF THE WEST EDGE OF A GRAVEL DRIVEWAY ON THE OPPOSITE SIDE OF
 KY3291'THE HIGHWAY, 53 FEET SOUTHEAST OF POWER POLE NO. 1390, 17 FEET
 KY3291'NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 62, 16 FEET SOUTH OF A
 KY3291'WITNESS POST, 9 FEET SOUTHWEST OF THE KARL SEEGER MAIL BOX AND IN
 KY3291'THE CENTER OF A HARD SURFACED HIGHWAY SHOULDER.  THE
 KY3291'MARK IS STAMPED DAMASCUS E BASE OFFSET 1950.
 KY3291
 KY3291                          STATION RECOVERY (1951)
 KY3291
 KY3291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 KY3291'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KY3291'CONDITION. STATION WAS OCCUPIED ONLY TO THE EXTENT OF ESTABLISHING
 KY3291'A PARALLEL BASE-LINE FOR THE ANGULAR MEASUREMENT OF SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1058 ***********************************************************************
 KY1058  DESIGNATION -  DAMASCUS E BASE RM 1
 KY1058  PID         -  KY1058
 KY1058  STATE/COUNTY-  OH/MAHONING
 KY1058  USGS QUAD   -  DAMASCUS (1994)
 KY1058
 KY1058                         *CURRENT SURVEY CONTROL
 KY1058  ___________________________________________________________________
 KY1058* NAD 83(1986)-  40 54 06.     (N)    080 56 09.     (W)     SCALED    
 KY1058* NAVD 88     -       395.144  (meters)    1296.40   (feet)  ADJUSTED  
 KY1058  ___________________________________________________________________
 KY1058  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY1058  DYNAMIC HT  -         394.955 (meters)    1295.78  (feet)  COMP
 KY1058  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 KY1058
 KY1058  VERT ORDER  -  FIRST     CLASS I
 KY1058
 KY1058.The horizontal coordinates were scaled from a topographic map and have
 KY1058.an estimated accuracy of +/- 6 seconds.
 KY1058
 KY1058.The orthometric height was determined by differential leveling
 KY1058.and adjusted by the National Geodetic Survey in June 1991..
 KY1058
 KY1058.The geoid height was determined by GEOID03.
 KY1058
 KY1058.The dynamic height is computed by dividing the NAVD 88
 KY1058.geopotential number by the normal gravity value computed on the
 KY1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1058.degrees latitude (g = 980.6199 gals.).
 KY1058
 KY1058.The modeled gravity was interpolated from observed gravity values.
 KY1058
 KY1058;                    North         East    Units  Estimated Accuracy
 KY1058;SPC OH N     -   138,320.      731,780.      MT  (+/- 180 meters Scaled)
 KY1058
 KY1058                          SUPERSEDED SURVEY CONTROL
 KY1058
 KY1058  NGVD 29 (??/??/92)  395.304  (m)         1296.93   (f) ADJ UNCH    1 1
 KY1058
 KY1058.Superseded values are not recommended for survey control.
 KY1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1058.See file dsdata.txt to determine how the superseded data were derived.
 KY1058
 KY1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF054278(NAD 83)
 KY1058_MARKER: DR = REFERENCE MARK DISK
 KY1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1058_STAMPING: DAMASCUS E BASE NO 1 1950
 KY1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1058+STABILITY: SURFACE MOTION
 KY1058
 KY1058  HISTORY     - Date     Condition        Report By
 KY1058  HISTORY     - 1950     MONUMENTED       CGS
 KY1058  HISTORY     - 1966     GOOD             NGS
 KY1058
 KY1058                          STATION DESCRIPTION
 KY1058
 KY1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1058'4.8 MI SE FROM BELOIT.
 KY1058'ABOUT 3.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1058'CROSSING OF STATE HIGHWAY 173 AT BELOIT, THENCE 1.6 MILES SOUTH
 KY1058'ALONG SEACRIST ROAD, IN THE LAWN OF THE COLONIAL MOTEL, IN
 KY1058'SECTION 32, R 4 W, T 17 N, 112 FEET NORTHWEST OF THE APPROXIMATE
 KY1058'CENTER OF THE JUNCTION OF SEACRIST ROAD AND U.S. HIGHWAY 62,
 KY1058'108 FEET WEST OF THE CENTER LINE OF THE ROAD, 29 FEET NORTH
 KY1058'OF THE CENTER LINE OF THE HIGHWAY, 92 FEET EAST OF THE CENTER
 KY1058'LINE OF A DRIVEWAY TO MOTEL, 2 FEET BELOW THE LEVEL OF THE
 KY1058'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KY1058'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3298 ***********************************************************************
 KY3298  DESIGNATION -  DAMASCUS W BASE OFFSET
 KY3298  PID         -  KY3298
 KY3298  STATE/COUNTY-  OH/MAHONING
 KY3298  USGS QUAD   -  ALLIANCE (1994)
 KY3298
 KY3298                         *CURRENT SURVEY CONTROL
 KY3298  ___________________________________________________________________
 KY3298* NAD 83(1995)-  40 54 05.61496(N)    081 00 43.59744(W)     ADJUSTED  
 KY3298* NAVD 88     -       356.83   (+/-2cm)    1170.7    (feet)  VERTCON   
 KY3298  ___________________________________________________________________
 KY3298  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 KY3298  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KY3298
 KY3298  HORZ ORDER  -  SECOND
 KY3298  VERT ORDER  -  THIRD ? (See Below)
 KY3298
 KY3298.The horizontal coordinates were established by classical geodetic methods
 KY3298.and adjusted by the National Geodetic Survey in April 1998..
 KY3298
 KY3298.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3298.The vertical order pertains to the NGVD 29 superseded value.
 KY3298
 KY3298.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3298
 KY3298.The geoid height was determined by GEOID03.
 KY3298
 KY3298;                    North         East     Units Scale Factor Converg.
 KY3298;SPC OH N     -   138,198.967   725,356.745   MT  0.99994332   +0 58 38.9
 KY3298;UTM  17      - 4,527,829.420   498,979.983   MT  0.99960001   -0 00 28.5
 KY3298
 KY3298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3298!SPC OH N     -   0.99994931  x   0.99994332  =   0.99989263
 KY3298!UTM  17      -   0.99994931  x   0.99960001  =   0.99954934
 KY3298
 KY3298|---------------------------------------------------------------------|
 KY3298| PID    Reference Object                     Distance      Geod. Az  |
 KY3298|                                                           dddmmss.s |
 KY3298| CC9822 DAMASCUS W BASE OFFSET RM 1          15.610 METERS 16830     |
 KY3298| KY3299 DAMASCUS W BASE RESET               390.188 METERS 17946     |
 KY3298| CC9823 DAMASCUS W BASE OFFSET RM 2          13.147 METERS 27734     |
 KY3298|---------------------------------------------------------------------|
 KY3298
 KY3298                          SUPERSEDED SURVEY CONTROL
 KY3298
 KY3298  NAD 83(1986)-  40 54 05.61996(N)    081 00 43.60087(W) AD(       ) 2
 KY3298  NAD 27      -  40 54 05.40700(N)    081 00 44.27400(W) AD(       ) 2
 KY3298  NGVD 29 (07/19/86)  357.00   (m)         1171.3    (f) LEVELING    3  
 KY3298
 KY3298.Superseded values are not recommended for survey control.
 KY3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3298.See file dsdata.txt to determine how the superseded data were derived.
 KY3298
 KY3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9898027829(NAD 83)
 KY3298_MARKER: Z = SEE DESCRIPTION
 KY3298_SETTING: 0 = UNSPECIFIED SETTING
 KY3298
 KY3298  HISTORY     - Date     Condition        Report By
 KY3298  HISTORY     - 1950     MONUMENTED       CGS
 KY3298  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KY3298  HISTORY     - 1953     SEE DESCRIPTION  OHHD
 KY3298  HISTORY     - 20021026 MARK NOT FOUND   USPSQD
 KY3298
 KY3298                          STATION DESCRIPTION
 KY3298
 KY3298'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3298'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF ALLIANCE AND 0.25 MILE
 KY3298'NORTH OF DAMASCUS W BASE ON
 KY3298'THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY NO 62.  IT IS ABOUT 225 FEET
 KY3298'SOUTHEAST OF THE SOUTHEAST CORNER OF
 KY3298'HALLS MIDWAY DRIVE-IN, 18 FEET NORTH OF THE
 KY3298'CENTER OF U.S. HIGHWAY NO 62 AND 6 FEET SOUTH OF
 KY3298'WITNESS POST.  IT IS SET ABOUT 14 INCHES
 KY3298'BELOW THE GROUND SURFACE IN AN IRON BOX ABOUT 10 INCHES SQUARE WITH
 KY3298'THE LETTER M ON THE BOX COVER.
 KY3298'IT IS STAMPED DAMASCUS W.B. OFFSET 1950.
 KY3298'
 KY3298'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, SET IN THE SOUTHEAST
 KY3298'ANGLE OF T-ROAD INTERSECTION,
 KY3298'32 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO 62 AND 31 FEET EAST
 KY3298'OF THE CENTER OF T-ROAD SOUTH.
 KY3298'IT IS STAMPED DAMASCUS W.B. OFFSET NO 1 1950 AND
 KY3298'PROJECTS 6 INCHES.
 KY3298'
 KY3298'REFERENCE MARK NO 2 IS WEST OF THE STATION, 23-1/2 FEET NORTH OF THE
 KY3298'CENTER OF U.S. HIGHWAY NO
 KY3298'62, 28 FEET EAST OF THE CENTER OF DRIVEWAY TO HALLS MIDWAY DRIVE-IN
 KY3298'AND 1 FOOT SOUTH OF TELEPHONE
 KY3298'POLE.  IT IS STAMPED DAMASCUS W.B. OFFSET NO 2 1950 AND
 KY3298'SET FLUSH WITH THE GROUND SURFACE.
 KY3298'
 KY3298'DAMASCUS W BASE WAS USED AS THE AZIMUTH MARK FOR THIS STATION.  SEE
 KY3298'DESCRIPTION TO DAMASCUS W
 KY3298'BASE.
 KY3298'
 KY3298'TO REACH THE STATION FROM THE TRAFFICE LIGHT AT THE JUNCTION OF U.S.
 KY3298'HIGHWAY NO 62 AND STATE ROUTE
 KY3298'NO 80 ABOUT 1.0 MILE SOUTH-SOUTHWEST OF ALLIANCE, GO EAST ON U.S.
 KY3298'HIGHWAY NO 62 FOR 4.5 MILES TO
 KY3298'SIDE ROAD RIGHT JUST SOUTHEAST OF HALLS MIDWAY
 KY3298'DRIVE-IN AND STATION ON THE NORTH RIGHT-OF-WAY AS
 KY3298'DESCRIBED.
 KY3298'
 KY3298'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 KY3298
 KY3298                          STATION RECOVERY (1951)
 KY3298
 KY3298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 KY3298'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KY3298'STATION WAS OCCUPIED ONLY TO
 KY3298'THE EXTENT OF ESTABLISHING A PARALLEL BASE-LINE FOR THE ANGULAR
 KY3298'MEASUREMENT OF SAME.
 KY3298
 KY3298                          STATION RECOVERY (1953)
 KY3298
 KY3298'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1953
 KY3298'STATION AND THE TWO REFERENCE MARKS WERE DESTROYED.  THE DISKS WERE
 KY3298'RETURNED TO THE
 KY3298'WASHINGTON OFFICE.
 KY3298
 KY3298                          STATION RECOVERY (2002)
 KY3298
 KY3298'RECOVERY NOTE BY US POWER SQUADRON 2002
 KY3298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3299 ***********************************************************************
 KY3299  DESIGNATION -  DAMASCUS W BASE RESET
 KY3299  PID         -  KY3299
 KY3299  STATE/COUNTY-  OH/COLUMBIANA
 KY3299  USGS QUAD   -  ALLIANCE (1994)
 KY3299
 KY3299                         *CURRENT SURVEY CONTROL
 KY3299  ___________________________________________________________________
 KY3299* NAD 83(1995)-  40 53 52.96624(N)    081 00 43.52934(W)     ADJUSTED  
 KY3299* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 KY3299  ___________________________________________________________________
 KY3299  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 KY3299  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KY3299
 KY3299  HORZ ORDER  -  FIRST
 KY3299
 KY3299.The horizontal coordinates were established by classical geodetic methods
 KY3299.and adjusted by the National Geodetic Survey in April 1998..
 KY3299
 KY3299.The orthometric height was scaled from a topographic map.
 KY3299
 KY3299.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3299
 KY3299.The geoid height was determined by GEOID03.
 KY3299
 KY3299;                    North         East     Units Scale Factor Converg.
 KY3299;SPC OH N     -   137,808.889   725,364.995   MT  0.99994350   +0 58 38.9
 KY3299;UTM  17      - 4,527,439.391   498,981.522   MT  0.99960001   -0 00 28.5
 KY3299
 KY3299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3299!SPC OH N     -   0.99994931  x   0.99994350  =   0.99989281
 KY3299!UTM  17      -   0.99994931  x   0.99960001  =   0.99954934
 KY3299
 KY3299|---------------------------------------------------------------------|
 KY3299| PID    Reference Object                     Distance      Geod. Az  |
 KY3299|                                                           dddmmss.s |
 KY3299| KY3318 TT 30 RESET                          31.239 METERS 18213     |
 KY3299| KY3319 WASHINGTON CLEVELAND AWY BN 24      APPROX. 6.1 KM 1871644.3 |
 KY3299| KY3297 TT 30 DWP                            59.129 METERS 19456     |
 KY3299| CC9824 DAMASCUS W BASE RM 1                 28.810 METERS 20831     |
 KY3299| KY3300 MOUNT UNION STANDPIPE               APPROX. 8.0 KM 2701911.1 |
 KY3299| CC9826 DAMASCUS W BASE RM 3                 19.516 METERS 29202     |
 KY3299| KY3307 SEBRING STANDPIPE                   APPROX. 2.6 KM 3223532.2 |
 KY3299| CC9825 DAMASCUS W BASE RM 2                 25.116 METERS 32524     |
 KY3299| KY3298 DAMASCUS W BASE OFFSET              390.188 METERS 35946     |
 KY3299|---------------------------------------------------------------------|
 KY3299
 KY3299                          SUPERSEDED SURVEY CONTROL
 KY3299
 KY3299  NAD 83(1986)-  40 53 52.97156(N)    081 00 43.53276(W) AD(       ) 1
 KY3299  NAD 27      -  40 53 52.75800(N)    081 00 44.20600(W) AD(       ) 1
 KY3299
 KY3299.Superseded values are not recommended for survey control.
 KY3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3299.See file dsdata.txt to determine how the superseded data were derived.
 KY3299
 KY3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9898227439(NAD 83)
 KY3299_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3299
 KY3299  HISTORY     - Date     Condition        Report By
 KY3299  HISTORY     - 1950     MONUMENTED       CGS
 KY3299  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KY3299  HISTORY     - 1964     SEE DESCRIPTION  CGS
 KY3299
 KY3299                          STATION DESCRIPTION
 KY3299
 KY3299'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3299'THE STATION IS LOCATED ABOUT 7 MILES WEST OF SALEM, 4 MILES EAST OF
 KY3299'ALLIANCE, 2 MILES SOUTH OF
 KY3299'SEBRING AND 0.25 MILE SOUTH OF U.S. HIGHWAY NO. 62 ON THE EAST SIDE
 KY3299'OF A MACADAM ROAD.  IT IS A
 KY3299'SUB-SURFACE MARK, 9 INCHES BELOW GROUND ELEVATION, 29-1/2 FEET EAST
 KY3299'OF THE CENTERLINE OF THE ROAD, 19-1/2 FEET
 KY3299'NORTHEAST OF A FENCE CORNER POST AND 19 FEET NORTHEAST
 KY3299'OF A WITNESS POST.  THE MARK IS STAMPED DAMASCUS W BASE
 KY3299'1950.
 KY3299'
 KY3299'REFERENCE MARK NO. 1 IS 25 FEET EAST SOUTHEAST OF AN APPLE TREE IN
 KY3299'THE FRONT LAWN OF A SMALL
 KY3299'WHITE HOUSE, 14-1/2 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 KY3299'PROJECTS 3 INCHES ABOVE THE SURFACE.  IT
 KY3299'IS STAMPED DAMASCUS W BASE NO 1 1950.
 KY3299'
 KY3299'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE CENTERLINE OF THE ROAD
 KY3299'AND 11 FEET SOUTH OF A 12 INCH
 KY3299'MAPLE TREE.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE AND IS
 KY3299'STAMPED DAMASCUS W BASE NO 2 1950.
 KY3299'
 KY3299'TT 30 DWP (USGS) IS SOUTHWEST OF THE STATION, 18 FEET WEST OF THE
 KY3299'CENTER OF GRAVELED ROAD AND 4
 KY3299'FEET SOUTH OF TELEPHONE POLE.  IT IS A U.S. GEOLOGICAL SURVEY BENCH
 KY3299'MARK DISK SET IN THE TOP OF AN 8 BY 8
 KY3299'INCH CONCRETE POST PROJECTING 4 INCHES AND STAMPED TT 30
 KY3299'DWP 1950.
 KY3299'
 KY3299'DAMASCUS WEST BASE OFFSET WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT
 KY3299'0.25 MILE NORTH OF THE
 KY3299'STATION, 18 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO 62 AND ABOUT
 KY3299'30 FEET NORTHEAST OF T-ROAD
 KY3299'INTERSECTION.  IT IS SET ABOUT 14 INCHES BELOW THE GROUND
 KY3299'SURFACE IN AN IRON BOX ABOUT 10 INCHES
 KY3299'SQUARE WITH THE LETTER M STAMPED ON COVER
 KY3299'OF BOX.  IT IS STAMPED DAMASCUS W.B. OFFSET 1950.  TO
 KY3299'REACH FROM THE STATION, GO NORTH
 KY3299'0.25 MILE TO THE MARK AS DESCRIBED.
 KY3299'
 KY3299'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 62 AND
 KY3299'STATE ROUTE NO 80 ABOUT 1.0
 KY3299'MILE SOUTH-SOUTHWEST OF ALLIANCE, GO EAST ON U.S. HIGHWAY NO 62 FOR
 KY3299'4.5 MILES TO SIDE ROAD RIGHT (SOUTH)
 KY3299'JUST SOUTHEAST OF HALLS MIDWAY DRIVE-IN, (DAMASCUS W. BASE
 KY3299'OFFSET JUST NORTHEAST OF THIS POINT), TURN
 KY3299'RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 0.25
 KY3299'MILE TO THE STATION ON THE EAST SIDE AS DESCRIBED.
 KY3299
 KY3299                          STATION RECOVERY (1951)
 KY3299
 KY3299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 KY3299'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KY3299'STATION WAS NOT OCCUPIED AT THIS TIME, BUT WAS USED AS ESTABLISHING A
 KY3299'PARALLEL BASE LINE FOR THE ANGULAR MEASUREMENT OF SAME.
 KY3299
 KY3299                          STATION RECOVERY (1964)
 KY3299
 KY3299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS)
 KY3299'RECOVERED ONLY THE SUBSURFACE STATION MARK AND THE DOOMED NOS. 1 AND
 KY3299'2 R.M.S AND TT 30 DWP (USGS) IN
 KY3299'GOOD CONDITION.  SET NEW SURFACE STATION MARK, A RESET TT 30 DWP, AND
 KY3299'RM 3.
 KY3299'
 KY3299'ABOUT 4-1/2 MILES ESE OF THE HEART OF ALLIANCE, ABOUT 2-1/2 MILES SSW
 KY3299'OF SEBRING, 0.25 MILE S ALONG
 KY3299'TWELFTH STREET ROAD (12TH ST. OF SEBRING) FROM ITS INTERSECTION WITH
 KY3299'NO.  62 OHIO HWY. (A LARGE MEMORIAL
 KY3299'GARDENS CEMETERY IS IN THE SE ANGLE), ABOUT 150 YARDS N OF
 KY3299'LOCAL CREST OF ROAD GRADE, 169 FEET N OF CENTER
 KY3299'LINE OF CEMETERY ENTRANCE DRIVEWAY, 30-1/2
 KY3299'FEET E OF CENTER LINE OF 24-FOOT ROAD PAVEMENT, ABOUT 1-1/2 FEET
 KY3299'HIGHER THAN SAME, 50-1/4 FEET N OF
 KY3299'PROJECTED PLANE OF ONE-STORY FRAME HOUSE, STANDARD DISKS STAMPED
 KY3299'DAMASCUS W.  BASE 1950 IN 7A AND
 KY3299'DAMASCUS WEST BASE 1950 1964 IN 1B MARK FLUSH WITH THE GROUND.
 KY3299'
 KY3299'R.M. STAMPED DAMASCUS W. BASE NO. 3 1950 1964, NOTE 11B, FLUSH, IS
 KY3299'19.516 METERS OR 64.03 FEET WNW
 KY3299'IN AZIMUTH 112 DEG 02 MIN FROM THE STATION, 86.6 FEET NE OF NE CORNER
 KY3299'OF VITRIFIED TILE BLOCK FOUNDATION OF
 KY3299'ONE-STORY FRAME HOUSE, 116.4 FEET SE OF SE CORNER OF SIMILAR
 KY3299'FOUNDATION OF 1-1/2 STORY HOUSE, 30-1/2
 KY3299'FEET W OF CENTER LINE OF 24-FOOT ROAD PAVEMENT
 KY3299'AND ABOUT LEVEL WITH SAME.
 KY3299'
 KY3299'A U.S. GEOLOGICAL SURVEY STANDARD DISK STAMPED TT 30 DWP RESET 1964
 KY3299'IS SET IN TOP OF ROUND
 KY3299'CONCRETE POST, FLUSH WITH GROUND, 31.239 METERS OR 102.49 FEET S IN
 KY3299'AZIMUTH 2 DEG 12 MIN 46 SEC FROM
 KY3299'THE STATION, 67 FEET N OF CENTER LINE OF SAID DRIVEWAY, AND 28 FEET E
 KY3299'OF CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2712 ***********************************************************************
 MB2712  DESIGNATION -  DAN
 MB2712  PID         -  MB2712
 MB2712  STATE/COUNTY-  OH/SUMMIT
 MB2712  USGS QUAD   -  AKRON EAST (1964)
 MB2712
 MB2712                         *CURRENT SURVEY CONTROL
 MB2712  ___________________________________________________________________
 MB2712* NAD 83(1995)-  41 05 30.50862(N)    081 29 50.66489(W)     ADJUSTED  
 MB2712* NAVD 88     -       327.2    (meters)    1073.     (feet)  VERTCON   
 MB2712  ___________________________________________________________________
 MB2712  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 MB2712  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MB2712
 MB2712  HORZ ORDER  -  FIRST
 MB2712
 MB2712.The horizontal coordinates were established by classical geodetic methods
 MB2712.and adjusted by the National Geodetic Survey in April 1998..
 MB2712
 MB2712.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2712
 MB2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2712
 MB2712.The geoid height was determined by GEOID03.
 MB2712
 MB2712;                    North         East     Units Scale Factor Converg.
 MB2712;SPC OH N     -   158,740.324   684,229.225   MT  0.99993923   +0 39 31.2
 MB2712;UTM  17      - 4,549,067.881   458,225.344   MT  0.99962148   -0 19 37.0
 MB2712
 MB2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2712!SPC OH N     -   0.99995392  x   0.99993923  =   0.99989315
 MB2712!UTM  17      -   0.99995392  x   0.99962148  =   0.99957542
 MB2712
 MB2712|---------------------------------------------------------------------|
 MB2712| PID    Reference Object                     Distance      Geod. Az  |
 MB2712|                                                           dddmmss.s |
 MB2712| MB1246 DAN A                               119.866 METERS 03647     |
 MB2712| MB2920 AKRON TV STATION WAKR MAST          APPROX. 2.0 KM 2391608.1 |
 MB2712| MB2878 AKRON OHIO EDISON ELEC CO TWR       404.413 METERS 3095828.5 |
 MB2712|---------------------------------------------------------------------|
 MB2712
 MB2712                          SUPERSEDED SURVEY CONTROL
 MB2712
 MB2712  NAD 83(1986)-  41 05 30.51559(N)    081 29 50.66828(W) AD(       ) 1
 MB2712  NAD 27      -  41 05 30.31548(N)    081 29 51.24148(W) AD(       ) 1
 MB2712  NGVD 29 (07/19/86)  327.4    (m)         1074.     (f) VERT ANG       
 MB2712
 MB2712.Superseded values are not recommended for survey control.
 MB2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2712.See file dsdata.txt to determine how the superseded data were derived.
 MB2712
 MB2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5822549068(NAD 83)
 MB2712_MARKER: Z = SEE DESCRIPTION
 MB2712_SETTING: 0 = UNSPECIFIED SETTING
 MB2712_STAMPING: DAN
 MB2712_MARK LOGO: OH0070
 MB2712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2712
 MB2712  HISTORY     - Date     Condition        Report By
 MB2712  HISTORY     - 1963     MONUMENTED       OH0070
 MB2712
 MB2712                          STATION DESCRIPTION
 MB2712
 MB2712'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB2712'THE STATION IS ABOUT 1-1/4 MILES NORTHEAST OF DOWNTOWN AKRON AND NEAR
 MB2712'THE NORTHWEST CORNER OF THE
 MB2712'HIGHEST POINT OF THE JUVENILE COURT CENTER BUILDING AT 650 DAN
 MB2712'STREET.  IT IS 4 FEET EAST OF
 MB2712'THE WEST COPING OF THE ROOF AND 4 FEET SOUTH OF THE NORTH
 MB2712'COPING.  THE MARK IS A CITY OF AKRON DISK
 MB2712'STAMPED DAN SET IN THE TOP OF A 6 INCH
 MB2712'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF.
 MB2712'
 MB2712'DAN (ACS) IS ABOUT 300 FEET NORTHEAST OF THE JUVENILE COURT CENTER
 MB2712'BUILDING, AT THE NORTH EDGE
 MB2712'OF THE INTERSECTION OF DAN STREET AND VICTORIA AVENUE.  IT IS 7 FEET
 MB2712'WEST OF THE CENTERLINE OF DAN STREET,
 MB2712'13.2 FEET NORTHEAST OF TELEPHONE POLE NUMBER 14196 AND
 MB2712'52.7 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 MB2712'HOUSE AT 875 DAN STREET.  THE MARK IS A
 MB2712'CITY OF AKRON DISK STAMPED DAN A SET IN THE TOP OF A 6 INCH
 MB2712'SQUARE CONCRETE MONUMENT 4 INCHES
 MB2712'BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9
 MB2712'INCH IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1246 ***********************************************************************
 MB1246  DESIGNATION -  DAN A
 MB1246  PID         -  MB1246
 MB1246  STATE/COUNTY-  OH/SUMMIT
 MB1246  USGS QUAD   -  AKRON EAST (1964)
 MB1246
 MB1246                         *CURRENT SURVEY CONTROL
 MB1246  ___________________________________________________________________
 MB1246* NAD 83(1995)-  41 05 33.62075(N)    081 29 47.58970(W)     ADJUSTED  
 MB1246* NAVD 88     -       313.718  (meters)    1029.26   (feet)  ADJUSTED  
 MB1246  ___________________________________________________________________
 MB1246  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 MB1246  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB1246  DYNAMIC HT  -         313.581 (meters)    1028.81  (feet)  COMP
 MB1246  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 MB1246
 MB1246  HORZ ORDER  -  SECOND
 MB1246  VERT ORDER  -  FIRST     CLASS II
 MB1246
 MB1246.The horizontal coordinates were established by classical geodetic methods
 MB1246.and adjusted by the National Geodetic Survey in April 1998..
 MB1246
 MB1246.The orthometric height was determined by differential leveling
 MB1246.and adjusted by the National Geodetic Survey in June 1991..
 MB1246
 MB1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1246
 MB1246.The geoid height was determined by GEOID03.
 MB1246
 MB1246.The dynamic height is computed by dividing the NAVD 88
 MB1246.geopotential number by the normal gravity value computed on the
 MB1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1246.degrees latitude (g = 980.6199 gals.).
 MB1246
 MB1246.The modeled gravity was interpolated from observed gravity values.
 MB1246
 MB1246;                    North         East     Units Scale Factor Converg.
 MB1246;SPC OH N     -   158,837.143   684,299.882   MT  0.99993924   +0 39 33.2
 MB1246;UTM  17      - 4,549,163.440   458,297.633   MT  0.99962140   -0 19 35.0
 MB1246
 MB1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1246!SPC OH N     -   0.99995604  x   0.99993924  =   0.99989528
 MB1246!UTM  17      -   0.99995604  x   0.99962140  =   0.99957745
 MB1246
 MB1246                          SUPERSEDED SURVEY CONTROL
 MB1246
 MB1246  NAD 83(1986)-  41 05 33.62773(N)    081 29 47.59309(W) AD(       ) 2
 MB1246  NAD 27      -  41 05 33.42762(N)    081 29 48.16625(W) AD(       ) 2
 MB1246  NGVD 29 (??/??/92)  313.916  (m)         1029.91   (f) ADJ UNCH    1 2
 MB1246
 MB1246.Superseded values are not recommended for survey control.
 MB1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1246.See file dsdata.txt to determine how the superseded data were derived.
 MB1246
 MB1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5829849163(NAD 83)
 MB1246_MARKER: DD = SURVEY DISK
 MB1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1246_STAMPING: DAN A
 MB1246_MARK LOGO: OH0070
 MB1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1246+STABILITY: SURFACE MOTION
 MB1246
 MB1246  HISTORY     - Date     Condition        Report By
 MB1246  HISTORY     - 1963     MONUMENTED       OH0070
 MB1246  HISTORY     - 1964     GOOD             CGS
 MB1246
 MB1246                          STATION DESCRIPTION
 MB1246
 MB1246'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1246'SEE STATION DAN (ACS)
 MB1246
 MB1246                          STATION RECOVERY (1964)
 MB1246
 MB1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1246'AT AKRON.
 MB1246'AT AKRON, ABOUT 0.4 MILE SOUTH ALONG DAN STREET FROM ITS
 MB1246'INTERSECTION WITH GLENWOOD AVENUE, NEAR THE JUNCTION OF VICTORIA
 MB1246'AVENUE AND DAN STREET, 263 FEET NORTHEAST OF THE NORTHEAST CORNER
 MB1246'OF THE JUVENILE COURT BUILDING, 26 FEET NORTH OF THE CENTER LINE
 MB1246'OF VICTORIA AVENUE, 55 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MB1246'OF A RESIDENCE AT 675 DAN STREET, 13 1/2 FEET NORTHEAST OF POWER
 MB1246'LINE POLE NO. 14196 WITH STREET LIGHT, 6.0 FEET WEST OF THE CENTER
 MB1246'LINE OF DAN STREET, SET IN THE TOP OF A CONCRETE POST 4 INCHES
 MB1246'UNDER DAN STREET ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST
 MB1246'IRON COVER MARKED AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0976 ***********************************************************************
 MC0976  DESIGNATION -  DANBURY AZ MK 2
 MC0976  PID         -  MC0976
 MC0976  STATE/COUNTY-  OH/OTTAWA
 MC0976  USGS QUAD   -  GYPSUM (1980)
 MC0976
 MC0976                         *CURRENT SURVEY CONTROL
 MC0976  ___________________________________________________________________
 MC0976* NAD 83(1986)-  41 31 15.     (N)    082 49 48.     (W)     SCALED    
 MC0976* NAVD 88     -       182.308  (meters)     598.12   (feet)  ADJUSTED  
 MC0976  ___________________________________________________________________
 MC0976  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 MC0976  DYNAMIC HT  -         182.233 (meters)     597.88  (feet)  COMP
 MC0976  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 MC0976
 MC0976  VERT ORDER  -  FIRST     CLASS II
 MC0976
 MC0976.The horizontal coordinates were scaled from a topographic map and have
 MC0976.an estimated accuracy of +/- 6 seconds.
 MC0976
 MC0976.The orthometric height was determined by differential leveling
 MC0976.and adjusted by the National Geodetic Survey in June 1991..
 MC0976
 MC0976.The geoid height was determined by GEOID03.
 MC0976
 MC0976.The dynamic height is computed by dividing the NAVD 88
 MC0976.geopotential number by the normal gravity value computed on the
 MC0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0976.degrees latitude (g = 980.6199 gals.).
 MC0976
 MC0976.The modeled gravity was interpolated from observed gravity values.
 MC0976
 MC0976;                    North         East    Units  Estimated Accuracy
 MC0976;SPC OH N     -   205,950.      572,460.      MT  (+/- 180 meters Scaled)
 MC0976
 MC0976                          SUPERSEDED SURVEY CONTROL
 MC0976
 MC0976  NGVD 29 (06/03/92)  182.520  (m)          598.82   (f) ADJUSTED    1 2
 MC0976
 MC0976.Superseded values are not recommended for survey control.
 MC0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0976.See file dsdata.txt to determine how the superseded data were derived.
 MC0976
 MC0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF473981(NAD 83)
 MC0976_MARKER: DZ = AZIMUTH MARK DISK
 MC0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0976_SP_SET: CONCRETE POST
 MC0976_STAMPING: DANBURY USLS 1877 1971
 MC0976_PROJECTION: PROJECTING 10 CENTIMETERS
 MC0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0976+STABILITY: SURFACE MOTION
 MC0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0976+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 MC0976
 MC0976  HISTORY     - Date     Condition        Report By
 MC0976  HISTORY     - 1971     MONUMENTED       NGS
 MC0976  HISTORY     - 1980     GOOD             NGS
 MC0976  HISTORY     - 20040531 GOOD             USPSQD
 MC0976  HISTORY     - 20050918 GOOD             USPSQD
 MC0976
 MC0976                          STATION DESCRIPTION
 MC0976
 MC0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0976'7.8 KM SW FROM LAKESIDE.
 MC0976'6.7 KILOMETERS (4.15 MILES) SOUTHWEST ALONG STATE HIGHWAY 163 FROM
 MC0976'THE JUNCTION OF THE MARBLEHEAD RAILROAD IN LAKESIDE, THENCE 1.1
 MC0976'KILOMETERS (0.7 MILE) SOUTH ALONG STATE HIGHWAY 269 AT HOUSE NUMBER
 MC0976'584 (A TWO-STORY WOOD-SIDED HOUSE), 25.0 METERS (82.0 FEET)
 MC0976'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 10.4 METERS (34.0
 MC0976'FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 3.7 METERS (12.0 FEET)
 MC0976'NORTH OF THE GRAVELED DRIVE LEADING TO THE HOUSE, AND 0.5 METERS
 MC0976'(1.5 FEET) SOUTH OF A TELEPHONE POLE.
 MC0976'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MC0976'THE MARK IS 1.0 M BELOW HIGHWAY.
 MC0976
 MC0976                          STATION RECOVERY (2004)
 MC0976
 MC0976'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC0976'WITNESS POST OKAY, GRAVELED DRIVE IS NOW CONCRETE, POLE NUMBER IS
 MC0976'L2300 P60
 MC0976
 MC0976                          STATION RECOVERY (2005)
 MC0976
 MC0976'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 MC0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1583 ***********************************************************************
 MC1583  DESIGNATION -  DANBURY RESET
 MC1583  PID         -  MC1583
 MC1583  STATE/COUNTY-  OH/OTTAWA
 MC1583  USGS QUAD   -  GYPSUM (1980)
 MC1583
 MC1583                         *CURRENT SURVEY CONTROL
 MC1583  ___________________________________________________________________
 MC1583* NAD 83(1995)-  41 31 12.07588(N)    082 50 19.29096(W)     ADJUSTED  
 MC1583* NAVD 88     -       180.19   (+/-2cm)     591.2    (feet)  VERTCON   
 MC1583  ___________________________________________________________________
 MC1583  X           -     596,215.931 (meters)                     COMP
 MC1583  Y           -  -4,745,304.010 (meters)                     COMP
 MC1583  Z           -   4,205,933.244 (meters)                     COMP
 MC1583  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 MC1583  ELLIP HEIGHT-         144.60  (meters)          (10/07/05) GPS OBS
 MC1583  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 MC1583
 MC1583  HORZ ORDER  -  FIRST
 MC1583  VERT ORDER  -  THIRD ? (See Below)
 MC1583  ELLP ORDER  -  FOURTH    CLASS I
 MC1583
 MC1583.The horizontal coordinates were established by classical geodetic methods
 MC1583.and adjusted by the National Geodetic Survey in April 1998..
 MC1583
 MC1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1583.The vertical order pertains to the NGVD 29 superseded value.
 MC1583
 MC1583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1583
 MC1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1583
 MC1583.The ellipsoidal height was determined by GPS observations
 MC1583.and is referenced to NAD 83.
 MC1583
 MC1583.The geoid height was determined by GEOID03.
 MC1583
 MC1583;                    North         East     Units Scale Factor Converg.
 MC1583;SPC OH N     -   205,865.977   571,730.145   MT  0.99997025   -0 13 21.0
 MC1583;UTM  17      - 4,598,119.058   346,581.709   MT  0.99988966   -1 13 08.7
 MC1583
 MC1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1583!SPC OH N     -   0.99997732  x   0.99997025  =   0.99994757
 MC1583!UTM  17      -   0.99997732  x   0.99988966  =   0.99986698
 MC1583
 MC1583:                Primary Azimuth Mark                     Grid Az
 MC1583:SPC OH N     -  DANBURY ST PAUL LUTH CH SPIRE            079 41 09.7
 MC1583:UTM  17      -  DANBURY ST PAUL LUTH CH SPIRE            080 40 57.4
 MC1583
 MC1583|---------------------------------------------------------------------|
 MC1583| PID    Reference Object                     Distance      Geod. Az  |
 MC1583|                                                           dddmmss.s |
 MC1583| MC1254 DANBURY ST PAUL LUTH CH SPIRE       APPROX. 2.6 KM 0792748.7 |
 MC1583| MC0976 DANBURY AZ MK 2                                    0811257.7 |
 MC1583| MC0977 DANBURY RM 2                         56.038 METERS 09941     |
 MC1583| CE5936 DANBURY AZ MK                                      1065849.2 |
 MC1583| MC1160 SANDUSKY APEX ELEC MFG CO TANK      APPROX.15.1 KM 1200911.0 |
 MC1583| MC1143 SANDUSKY ST MARYS CHURCH SPIRE      APPROX.12.9 KM 1260503.8 |
 MC1583| MC1139 SANDUSKY THE AMER CRAYON STACK      APPROX.14.0 KM 1294637.2 |
 MC1583| MC1153 SANDUSKY H D PAPER CO STACK         APPROX.12.1 KM 1302037.1 |
 MC1583| MC1152 SANDUSKY BAY BILLETS CO STACK       APPROX.12.0 KM 1343354.3 |
 MC1583| MC1151 SANDUSKY PHILCO RAD TV MFG TK       APPROX.11.7 KM 1363751.7 |
 MC1583| MC1214 SANDUSKY UNION CHAIN MFG CO TK      APPROX.11.1 KM 1384002.2 |
 MC1583| MC1213 BAY BRIDGE MEDUSA CEMENT STK        APPROX. 5.9 KM 1552655.4 |
 MC1583| MC1226 CASTALIA OH TPIKE MAINT MAST        APPROX.18.9 KM 1782214.9 |
 MC1583| CE5937 DANBURY RM                                         18328     |
 MC1583| MC0978 DANBURY RM 3                         13.138 METERS 21140     |
 MC1583| MC1240 GYPSUM US GYPSUM CO WATER TANK      APPROX. 4.2 KM 2270309.9 |
 MC1583| MC1270 CAMP PERRY OBSERVATION TOWER        APPROX.17.6 KM 2780404.2 |
 MC1583| MC1275 CAMP PERRY ERIE ORD DEPOT STK       APPROX.16.1 KM 2783539.6 |
 MC1583| CE5938 DANBURY RM 1                        141.817 METERS 35443     |
 MC1583|---------------------------------------------------------------------|
 MC1583
 MC1583                          SUPERSEDED SURVEY CONTROL
 MC1583
 MC1583  ELLIP H (04/01/98)  144.61   (m)                       GP(       ) 4 1
 MC1583  NAD 83(1995)-  41 31 12.07592(N)    082 50 19.29115(W) AD(       ) 1
 MC1583  NAD 83(1986)-  41 31 12.08190(N)    082 50 19.31032(W) AD(       ) 1
 MC1583  NAD 27      -  41 31 11.89997(N)    082 50 19.63008(W) AD(       ) 1
 MC1583  NGVD 29 (08/25/89)  180.42   (m)          591.9    (f) LEVELING    3  
 MC1583
 MC1583.Superseded values are not recommended for survey control.
 MC1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1583.See file dsdata.txt to determine how the superseded data were derived.
 MC1583
 MC1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4658298119(NAD 83)
 MC1583_MARKER: DS = TRIANGULATION STATION DISK
 MC1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1583_SP_SET: CONCRETE POST
 MC1583_STAMPING: DANBURY USLS 1877 1980
 MC1583_MARK LOGO: NGS   
 MC1583_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1583+STABILITY: SURFACE MOTION
 MC1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1583+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1988
 MC1583
 MC1583  HISTORY     - Date     Condition        Report By
 MC1583  HISTORY     - 1980     MONUMENTED       NGS
 MC1583  HISTORY     - 1980     GOOD             NGS
 MC1583  HISTORY     - 1984     GOOD             USPSQD
 MC1583  HISTORY     - 19881001 GOOD             OHDNR
 MC1583
 MC1583                          STATION DESCRIPTION
 MC1583
 MC1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MC1583'THE SURFACE STATION MARK WAS FOUND GONE.  THE UNDERGROUND STATION
 MC1583'MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 MC1583'CONDITION.  THE DISTANCE TO THE REFERENCE MARKS CHECKED AS DID THE
 MC1583'DIRECTION TO REFERENCE MARK 2.  THE DIRECTION TO REFERENCE MARK 3 WAS
 MC1583'FOUND TO BE IN ERROR BY 4 MINUTES AND 30 SECONDS.  A NEW SURFACE
 MC1583'STATION MARK WAS SET.  THE UNDERGROUND STATION MARK WAS FOUND TO BE
 MC1583'A 6 X 6 INCH SQUARE CONCRETE POST WITH A METAL SCREW OR NAIL IN THE
 MC1583'CENTER OF THE TOP.  THE 1971 RECOVERY NOTE IS GOOD WITH THE
 MC1583'FOLLOWING.  THE AZIMUTH MARK IS NOW OBSTRUCTED BY FOLIAGE.
 MC1583'
 MC1583'THE STATION MARK IS 14 INCHES UNDERGROUND AND THE DISK IS
 MC1583'STAMPED---DANBURY USLS 1877 1980---.
 MC1583
 MC1583                          STATION RECOVERY (1980)
 MC1583
 MC1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC1583'RECOVERED IN GOOD CONDITION.
 MC1583
 MC1583                          STATION RECOVERY (1984)
 MC1583
 MC1583'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1583'STATION RECOVERED GOOD.
 MC1583'
 MC1583'- AZIMUTH MARK DANBURY USLS 1877 1971 - GOOD.
 MC1583'
 MC1583'- REFERENCE MARK NO. 3 DANBURY USLS 1877-1971 NO. 3 - GOOD.
 MC1583'WHITE WITNESS SIGN MISSING ON BOTH NO. 3 AND NO. 2.
 MC1583'
 MC1583'- REFERENCE MARK NO. 2 DANBURY NO. 2 1928 - GOOD.
 MC1583'
 MC1583'OLD DESCRIPTION VERY POOR.
 MC1583'
 MC1583'- TOOK 1-1/2 HOURS TO FIND WITH OLD DESCRIPTION ASKING MANY
 MC1583'QUESTIONS.
 MC1583
 MC1583                          STATION RECOVERY (1988)
 MC1583
 MC1583'RECOVERY NOTE BY OHIO DEPARTMENT OF NATURAL RESOURCES 1988
 MC1583'STATION MARK, RM 2, RM 3, AND AZ MK 2 WERE FOUND IN GOOD CONDITION.
 MC1583'THE LINE TO THE AZ MK IS BLOCKED BY TREES.  AN ELEVATION WAS
 MC1583'TRANSFERRED TO THE STATION MARK FROM THE REFERENCE MARKS AT THIS TIME.
 MC1583'NO CHECKS WERE MADE ON THE PUBLISHED DISTANCES AND DIRECTIONS TO ANY
 MC1583'OF THE MARKS.  THE PROPERTY IS OWNED BY JOHN BERGMAN WHO LIVES IN THE
 MC1583'FARM HOUSE 0.7 KM (0.45 MI) EAST OF THE STATION.
 MC1583'TO REACH FROM THE JUNCTION OF STATE ROUTES 2 AND 269, ABOUT 8 KM
 MC1583'(4.95 MI) EAST OF PORT CLINTON, GO EAST 1.0 KM (0.60 MI) ON AN ACESS
 MC1583'ROAD TO ROUTE 269, THEN NORTH ON ROUTE 269 FOR 1.0 KM (0.60 MI) TO
 MC1583'BERGMANS ORCHARD AND FARM MARKET ON THE LEFT.  TURN LEFT ON A DIRT
 MC1583'ROAD BETWEEN MR BERGMANS HOUSE AND A BARN AND GO WEST 0.7 KM
 MC1583'(0.45 MI) TO THE STATION ON THE RIGHT AT THE SOUTH EDGE OF A
 MC1583'CULTIVATED FIELD.
 MC1583'THE STATION IS RECESSED 0.50 M (1.6 FT) BELOW GROUND.  IT IS 6.71 M
 MC1583'(22.0 FT) NORTH OF THE DIRT ROAD, ABOUT 44 M (144.4 FT) EAST-NORTHEAST
 MC1583'OF THE NORTHEAST CORNER OF A WOODLOT, 36.42 M (119.5 FT)
 MC1583'WEST-NORTHWEST OF A 0.50 M (1.6 FT) COTTONWOOD TREE, 61.26 M
 MC1583'(201.0 FT) WEST OF A 0.50 M (1.6 FT) HACKBERRY TREE, 56.037 M
 MC1583'(183.8 FT) NORTHWEST OF RM 2 AND 13.138 M (43.1 FT) NORTHEAST OF RM 3.
 MC1583'SEE SEPARATE DESCRIPTIONS FOR MORE INFORMATION ON THE RMS.
 MC1583'ELEVATION DANBURY RM 2   =   180.785 M (593.1 FT)
 MC1583'MEAN DE                     =   - 0.464 M (1.52 FT)
 MC1583'ELEV DANBURY USLS 1877 1980 =   180.321 M (591.60 FT)
 MC1583'UNADJUSTED DATA FROM 1980 FIRST ORDER LEVELING - USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0977 ***********************************************************************
 MC0977  DESIGNATION -  DANBURY RM 2
 MC0977  PID         -  MC0977
 MC0977  STATE/COUNTY-  OH/OTTAWA
 MC0977  USGS QUAD   -  GYPSUM (1980)
 MC0977
 MC0977                         *CURRENT SURVEY CONTROL
 MC0977  ___________________________________________________________________
 MC0977* NAD 83(1986)-  41 31 12.     (N)    082 50 19.     (W)     SCALED    
 MC0977* NAVD 88     -       180.582  (meters)     592.46   (feet)  ADJUSTED  
 MC0977  ___________________________________________________________________
 MC0977  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 MC0977  DYNAMIC HT  -         180.508 (meters)     592.22  (feet)  COMP
 MC0977  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 MC0977
 MC0977  VERT ORDER  -  FIRST     CLASS II
 MC0977
 MC0977.The horizontal coordinates were scaled from a topographic map and have
 MC0977.an estimated accuracy of +/- 6 seconds.
 MC0977
 MC0977.The orthometric height was determined by differential leveling
 MC0977.and adjusted by the National Geodetic Survey in June 1991..
 MC0977
 MC0977.The geoid height was determined by GEOID03.
 MC0977
 MC0977.The dynamic height is computed by dividing the NAVD 88
 MC0977.geopotential number by the normal gravity value computed on the
 MC0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0977.degrees latitude (g = 980.6199 gals.).
 MC0977
 MC0977.The modeled gravity was interpolated from observed gravity values.
 MC0977
 MC0977;                    North         East    Units  Estimated Accuracy
 MC0977;SPC OH N     -   205,860.      571,740.      MT  (+/- 180 meters Scaled)
 MC0977
 MC0977                          SUPERSEDED SURVEY CONTROL
 MC0977
 MC0977  NGVD 29 (06/03/92)  180.794  (m)          593.15   (f) ADJUSTED    1 2
 MC0977
 MC0977.Superseded values are not recommended for survey control.
 MC0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0977.See file dsdata.txt to determine how the superseded data were derived.
 MC0977
 MC0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF465981(NAD 83)
 MC0977_MARKER: DR = REFERENCE MARK DISK
 MC0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0977_SP_SET: CONCRETE POST
 MC0977_STAMPING: DANBURY NO. 2 1928
 MC0977_MARK LOGO: CGS   
 MC0977_PROJECTION: PROJECTING 10 CENTIMETERS
 MC0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0977+STABILITY: SURFACE MOTION
 MC0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0977+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1988
 MC0977
 MC0977  HISTORY     - Date     Condition        Report By
 MC0977  HISTORY     - 1928     MONUMENTED       CGS
 MC0977  HISTORY     - 1980     GOOD             NGS
 MC0977  HISTORY     - 19881001 GOOD             OHDNR
 MC0977
 MC0977                          STATION DESCRIPTION
 MC0977
 MC0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0977'8.7 KM SW FROM LAKESIDE.
 MC0977'THE MARK IS ABOVE LEVEL WITH ROAD.
 MC0977'6.7 KILOMETERS (4.15 MILES) SOUTHWEST ALONG STATE HIGHWAY 163 FROM
 MC0977'THE JUNCTION OF THE MARBLEHEAD RAILROAD IN LAKESIDE, THENCE 1.2
 MC0977'KILOMETERS (0.75 MILE) SOUTH ALONG STATE HIGHWAY 269, THENCE 0.8
 MC0977'KILOMETERS (0.5 MILE) WEST ALONG A DIRT ROAD ON THE NORTH SIDE OF AN
 MC0977'OLD BARN AND GOES THROUGH AN ORCHARD, 9.7 METERS (32.0 FEET) SOUTHWEST
 MC0977'AND ACROSS THE DIRT ROAD FROM A CEDAR TREE, 3.0 METERS (10.0 FEET)
 MC0977'SOUTH OF THE CENTER OF A DIRT ROAD, AND 0.3 METER (1.0 FOOT) NORTH
 MC0977'OF A FENCE LINE. NOTE, THE DIRT ROAD IS ABOUT 200 FEET SOUTH OF
 MC0977'THE AZIMUTH MARK.
 MC0977'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MC0977
 MC0977                          STATION RECOVERY (1988)
 MC0977
 MC0977'RECOVERY NOTE BY OHIO DEPARTMENT OF NATURAL RESOURCES 1988
 MC0977'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) EAST OF PORT CLINTON, 7 KM
 MC0977'(4.35 MI) WEST OF MARBLEHEAD AND IN A CULTIVATED FIELD OWNED BY JOHN
 MC0977'BERGMAN WHO LIVES IN THE FARM HOUSE 0.7 KM (0.45 MI) EAST OF THE
 MC0977'STATION.
 MC0977'TO REACH FROM THE JUNCTION OF STATE ROUTES 2 AND 269, ABOUT 8 KM
 MC0977'(4.95 MI) EAST OF PORT CLINTON, GO EAST 1.0 KM (0.60 MI) ON AN ACESS
 MC0977'ROAD TO ROUTE 269, THEN NORTH ON ROUTE 269 FOR 1.0 KM (0.60 MI) TO
 MC0977'BERGMANS ORCHARD AND FARM MARKET ON THE LEFT.  TURN LEFT ON A DIRT
 MC0977'ROAD BETWEEN MR BERGMANS HOUSE AND A BARN AND GO WEST 0.7 KM
 MC0977'(0.45 MI) TO THE MARK ON THE LEFT AT THE NORTH EDGE OF A CULTIVATED
 MC0977'FIELD.
 MC0977'THE MARK PROJECTS 0.10 M (0.3 FT) ABOVE GROUND.  IT IS 4.6 M
 MC0977'(15.1 FT) SOUTH OF THE DIRT ROAD, ABOUT 106.4 M (349.1 FT) EAST OF THE
 MC0977'NORTHEAST CORNER OF A WOODLOT, 20.1 M (65.9 FT) EAST OF A 0.50 M
 MC0977'(1.6 FT) COTTONWOOD TREE, 11.6 M (38.1 FT) SOUTH-SOUTHWEST OF A 0.50 M
 MC0977'(1.6 FT) HACKBERRY TREE, 56.037 M (183.8 FT) EAST-SOUTHEAST OF THE
 MC0977'STATION, 10.1 M (33.1 FT) SOUTH-SOUTHWEST OF A 0.15 M (0.5 FT) CEDAR
 MC0977'TREE, 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST AND 62.2 M
 MC0977'(204.1 FT) EAST OF RM 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0978 ***********************************************************************
 MC0978  DESIGNATION -  DANBURY RM 3
 MC0978  PID         -  MC0978
 MC0978  STATE/COUNTY-  OH/OTTAWA
 MC0978  USGS QUAD   -  GYPSUM (1980)
 MC0978
 MC0978                         *CURRENT SURVEY CONTROL
 MC0978  ___________________________________________________________________
 MC0978* NAD 83(1986)-  41 31 12.     (N)    082 50 19.     (W)     SCALED    
 MC0978* NAVD 88     -       180.716  (meters)     592.90   (feet)  ADJUSTED  
 MC0978  ___________________________________________________________________
 MC0978  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 MC0978  DYNAMIC HT  -         180.643 (meters)     592.66  (feet)  COMP
 MC0978  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 MC0978
 MC0978  VERT ORDER  -  FIRST     CLASS II
 MC0978
 MC0978.The horizontal coordinates were scaled from a topographic map and have
 MC0978.an estimated accuracy of +/- 6 seconds.
 MC0978
 MC0978.The orthometric height was determined by differential leveling
 MC0978.and adjusted by the National Geodetic Survey in June 1991..
 MC0978
 MC0978.The geoid height was determined by GEOID03.
 MC0978
 MC0978.The dynamic height is computed by dividing the NAVD 88
 MC0978.geopotential number by the normal gravity value computed on the
 MC0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0978.degrees latitude (g = 980.6199 gals.).
 MC0978
 MC0978.The modeled gravity was interpolated from observed gravity values.
 MC0978
 MC0978;                    North         East    Units  Estimated Accuracy
 MC0978;SPC OH N     -   205,860.      571,740.      MT  (+/- 180 meters Scaled)
 MC0978
 MC0978                          SUPERSEDED SURVEY CONTROL
 MC0978
 MC0978  NGVD 29 (06/03/92)  180.928  (m)          593.59   (f) ADJUSTED    1 2
 MC0978
 MC0978.Superseded values are not recommended for survey control.
 MC0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0978.See file dsdata.txt to determine how the superseded data were derived.
 MC0978
 MC0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF465981(NAD 83)
 MC0978_MARKER: DR = REFERENCE MARK DISK
 MC0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0978_SP_SET: CONCRETE POST
 MC0978_STAMPING: DANBURY USLS 1877 NO 3 1971
 MC0978_MARK LOGO: NGS   
 MC0978_PROJECTION: PROJECTING 10 CENTIMETERS
 MC0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0978+STABILITY: SURFACE MOTION
 MC0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0978+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1988
 MC0978
 MC0978  HISTORY     - Date     Condition        Report By
 MC0978  HISTORY     - 1971     MONUMENTED       NGS
 MC0978  HISTORY     - 1980     GOOD             NGS
 MC0978  HISTORY     - 19881001 GOOD             OHDNR
 MC0978
 MC0978                          STATION DESCRIPTION
 MC0978
 MC0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0978'8.8 KM SW FROM LAKESIDE.
 MC0978'6.7 KILOMETERS (4.15 MILES) SOUTHWEST ALONG STATE HIGHWAY 163 FROM THE
 MC0978'CROSSING OF THE MARBLEHEAD RAILROAD IN LAKESIDE, THENCE 1.2 KILOMETERS
 MC0978'(0.75 MILE) SOUTH ALONG STATE HIGHWAY 269, THENCE 0.9 KILOMETERS (0.55
 MC0978'MILE) WEST ALONG A DIRT ROAD ON THE NORTH SIDE OF AN OLD BARN AND GOES
 MC0978'THROUGH AN ORCHARD, 3.3 METERS (11.0 FEET) SOUTH OF THE CENTER OF THE
 MC0978'DIRT ROAD, 0.3 METER (1.0 FOOT) NORTH OF THE FENCE LINE.
 MC0978'NOTE-THE DIRT ROAD IS ABOUT 200 FEET SOUTH OF THE AZIMUTH MARK.
 MC0978'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 MC0978'THE MARK IS ABOVE LEVEL WITH ROAD.
 MC0978
 MC0978                          STATION RECOVERY (1988)
 MC0978
 MC0978'RECOVERY NOTE BY OHIO DEPARTMENT OF NATURAL RESOURCES 1988
 MC0978'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) EAST OF PORT CLINTON, 7 KM
 MC0978'(4.35 MI) WEST OF MARBLEHEAD AND IN A CULTIVATED FIELD OWNED BY JOHN
 MC0978'BERGMAN WHO LIVES IN THE FARM HOUSE 0.7 KM (0.45 MI) EAST OF THE
 MC0978'STATION.
 MC0978'TO REACH FROM THE JUNCTION OF STATE ROUTES 2 AND 269, ABOUT 8 KM
 MC0978'(4.95 MI) EAST OF PORT CLINTON, GO EAST 1.0 KM (0.60 MI) ON AN ACESS
 MC0978'ROAD TO ROUTE 269, THEN NORTH ON ROUTE 269 FOR 1.0 KM (0.60 MI) TO
 MC0978'BERGMANS ORCHARD AND FARM MARKET ON THE LEFT.  TURN LEFT ON A DIRT
 MC0978'ROAD BETWEEN MR BERGMANS HOUSE AND A BARN AND GO WEST 0.7 KM
 MC0978'(0.45 MI) TO THE MARK ON THE LEFT AT THE NORTH EDGE OF A CULTIVATED
 MC0978'FIELD.
 MC0978'THE MARK PROJECTS 0.10 M (0.3 FT) ABOVE GROUND AND IS ABOUT LEVEL WITH
 MC0978'THE ROAD.  IT IS 4.4 M (14.4 FT) SOUTH OF THE DIRT ROAD, ABOUT 37.5 M
 MC0978'(123.0 FT) EAST OF THE NORTHEAST CORNER OF A WOODLOT, 42.37 M
 MC0978'(139.0 FT) EAST OF A 0.50 M (1.6 FT) COTTONWOOD TREE, 68.6 M
 MC0978'(225.1 FT) WEST-SOUTHWEST OF A 0.50 M (1.6 FT) HACKBERRY TREE, 13.138
 MC0978'M (43.1 FT) SOUTHWEST OF THE STATION, 62.2 M (204.1 FT) WEST OF RM 2
 MC0978'AND 0.20 M (0.7 FT) WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1254 ***********************************************************************
 MC1254  DESIGNATION -  DANBURY ST PAUL LUTH CH SPIRE
 MC1254  PID         -  MC1254
 MC1254  STATE/COUNTY-  OH/OTTAWA
 MC1254  USGS QUAD   -  GYPSUM (1980)
 MC1254
 MC1254                         *CURRENT SURVEY CONTROL
 MC1254  ___________________________________________________________________
 MC1254* NAD 83(1995)-  41 31 27.71082(N)    082 48 27.32672(W)     ADJUSTED  
 MC1254* NAVD 88     -                                                        
 MC1254  ___________________________________________________________________
 MC1254  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 MC1254  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 MC1254
 MC1254  HORZ ORDER  -  THIRD
 MC1254
 MC1254.The horizontal coordinates were established by classical geodetic methods
 MC1254.and adjusted by the National Geodetic Survey in April 1998..
 MC1254
 MC1254
 MC1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1254
 MC1254.The geoid height was determined by GEOID03.
 MC1254
 MC1254;                    North         East     Units Scale Factor Converg.
 MC1254;SPC OH N     -   206,338.696   574,327.780   MT  0.99997086   -0 12 07.5
 MC1254;UTM  17      - 4,598,546.493   349,186.949   MT  0.99987991   -1 11 54.8
 MC1254
 MC1254                          SUPERSEDED SURVEY CONTROL
 MC1254
 MC1254  NAD 83(1995)-  41 31 27.71025(N)    082 48 27.32974(W) AD(       ) 4
 MC1254  NAD 83(1986)-  41 31 27.71749(N)    082 48 27.34630(W) AD(       ) 4
 MC1254  NAD 27      -  41 31 27.53482(N)    082 48 27.67374(W) AD(       ) 3
 MC1254
 MC1254.Superseded values are not recommended for survey control.
 MC1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1254.See file dsdata.txt to determine how the superseded data were derived.
 MC1254
 MC1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4918798546(NAD 83)
 MC1254_MARKER: 90 = CHURCH SPIRE
 MC1254_MARK LOGO: CGS   
 MC1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1254+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 MC1254
 MC1254  HISTORY     - Date     Condition        Report By
 MC1254  HISTORY     - UNK      FIRST OBSERVED   CGS
 MC1254  HISTORY     - 1956     GOOD             CGS
 MC1254  HISTORY     - 1984     GOOD             USPSQD
 MC1254  HISTORY     - 20030701 GOOD             NGS
 MC1254
 MC1254                          STATION DESCRIPTION
 MC1254
 MC1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1254'THE STATION IS LOCATED ABOUT 6 MILES EAST OF PORT CLINTON.  TO
 MC1254'REACH THE STATION
 MC1254'FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 240 ABOUT 5 MILES EAST OF
 MC1254'PORT CLINTON GO EAST THEN NORTH ON
 MC1254'STATE HIGHWAY 240 FOR 0.9 MILE TO JUNCTION OF OTTAWA COUNTY
 MC1254'ROUTE 5.  TURN RIGHT AND GO EAST ON ROUTE 5 FOR
 MC1254'1.15 MILES TO JUNCTION OF OTTAWA COUNTY
 MC1254'ROUTE 137.  TURN LEFT AND GO NORTH ON ROUTE 137 FOR 0.35 MILE TO
 MC1254'STATION LOCATED ON RIGHT.  IT IS
 MC1254'APPROXIMATELY 125 FEET HIGH.  THE POINT INTERSECTED WAS THE TOP OF
 MC1254'THE CROSS.
 MC1254'
 MC1254'NOTE-THIS STATION WAS FORMERLY LISTED AS CHURCH SPIRE EAST OF
 MC1254'TRIANGULATION STATION DANBURY
 MC1254'AND NOT DESCRIBED, AND LOCATED IN 1928.
 MC1254
 MC1254                          STATION RECOVERY (1984)
 MC1254
 MC1254'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1254'CHURCH SPIRE RECOVERED GOOD.
 MC1254'
 MC1254'VERY VISABLE FROM STATION DANBURY.
 MC1254
 MC1254                          STATION RECOVERY (2003)
 MC1254
 MC1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RWS)
 MC1254'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1977 ***********************************************************************
 KZ1977  DESIGNATION -  DAPPER
 KZ1977  PID         -  KZ1977
 KZ1977  STATE/COUNTY-  OH/CRAWFORD
 KZ1977  USGS QUAD   -  NORTH ROBINSON (1960)
 KZ1977
 KZ1977                         *CURRENT SURVEY CONTROL
 KZ1977  ___________________________________________________________________
 KZ1977* NAD 83(1995)-  40 50 00.43578(N)    082 47 14.51605(W)     ADJUSTED  
 KZ1977* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 KZ1977  ___________________________________________________________________
 KZ1977  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 KZ1977  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 KZ1977
 KZ1977  HORZ ORDER  -  SECOND
 KZ1977
 KZ1977.The horizontal coordinates were established by classical geodetic methods
 KZ1977.and adjusted by the National Geodetic Survey in April 1998..
 KZ1977
 KZ1977.The orthometric height was scaled from a topographic map.
 KZ1977
 KZ1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1977
 KZ1977.The geoid height was determined by GEOID03.
 KZ1977
 KZ1977;                    North         East     Units Scale Factor Converg.
 KZ1977;SPC OH N     -   129,606.799   575,763.006   MT  0.99994746   -0 11 19.6
 KZ1977;UTM  17      - 4,521,806.424   349,298.486   MT  0.99987954   -1 10 08.1
 KZ1977
 KZ1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1977!SPC OH N     -   0.99995177  x   0.99994746  =   0.99989923
 KZ1977!UTM  17      -   0.99995177  x   0.99987954  =   0.99983131
 KZ1977
 KZ1977|---------------------------------------------------------------------|
 KZ1977| PID    Reference Object                     Distance      Geod. Az  |
 KZ1977|                                                           dddmmss.s |
 KZ1977| CE5940 DAPPER RM 1                          14.448 METERS 00422     |
 KZ1977| KZ1938 BETHLEHEM SACRED HEART CROSS        APPROX. 5.4 KM 0861554.8 |
 KZ1977| CE5939 DAPPER AZ MK                                       1985832.6 |
 KZ1977| CE5941 DAPPER RM 2                          33.245 METERS 30134     |
 KZ1977| KZ1999 SULPHUR SPRINGS ST PAUL SPIRE       APPROX.10.9 KM 3091855.4 |
 KZ1977|---------------------------------------------------------------------|
 KZ1977
 KZ1977                          SUPERSEDED SURVEY CONTROL
 KZ1977
 KZ1977  NAD 83(1986)-  40 50 00.44100(N)    082 47 14.52943(W) AD(       ) 2
 KZ1977  NAD 27      -  40 50 00.23471(N)    082 47 14.87879(W) AD(       ) 2
 KZ1977
 KZ1977.Superseded values are not recommended for survey control.
 KZ1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1977.See file dsdata.txt to determine how the superseded data were derived.
 KZ1977
 KZ1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4929821806(NAD 83)
 KZ1977_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1977
 KZ1977  HISTORY     - Date     Condition        Report By
 KZ1977  HISTORY     - 1959     MONUMENTED       CGS
 KZ1977  HISTORY     - 1990     GOOD             USPSQD
 KZ1977
 KZ1977                          STATION DESCRIPTION
 KZ1977
 KZ1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1977'THE STATION IS ALONG THE EAST SIDE OF STATE HIGHWAY 598, 2.0 MILES
 KZ1977'SOUTH OF THE SMALL VILLAGE
 KZ1977'OF W. LIBERTY, 4.0 MILES NORTH OF CRESTLINE AND ON PROPERTY OWNED BY
 KZ1977'MR. JOHN FISHER.
 KZ1977'
 KZ1977'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 598 AND 96
 KZ1977'IN THE SMALL VILLAGE OF W.
 KZ1977'LIBERTY, GO SOUTH ON HIGHWAY 598 FOR 1.75 MILES TO A GRAVEL SIDE ROAD
 KZ1977'ON THE LEFT.  CONTINUE SOUTH ON
 KZ1977'HIGHWAY 598 FOR 0.15 MILE TO MR. J. FISHERS HOME ON
 KZ1977'THE RIGHT AND THE STATION ON THE LEFT.
 KZ1977'
 KZ1977'STATION MARKS ARE STANDARD DISKS STAMPED DAPPER 1959.  THE SURFACE
 KZ1977'DISK IS SET IN A SQUARE
 KZ1977'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 24 FEET
 KZ1977'WEST OF THE SOUTHWEST CORNER OF
 KZ1977'A BARN, 34 FEET SOUTH OF THE CENTERLINE OF A FARM LANE, 51.5
 KZ1977'FEET EAST OF THE CENTERLINE OF HIGHWAY 598
 KZ1977'AND 37 FEET SOUTHWEST OF THE NORTHWEST
 KZ1977'CORNER OF THE BARN.  THE UNDERGROUND DISK IS SET IN AN
 KZ1977'IRREGULAR MASS OF CONCRETE 32
 KZ1977'INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1977'
 KZ1977'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAPPER NO 1 1959, IS
 KZ1977'SET IN A SQUARE CONCRETE
 KZ1977'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 11 FEET NORTH OF
 KZ1977'THE CENTERLINE OF THE FARM LANE,
 KZ1977'3.5 FEET EAST OF A TELEPHONE POLE, 41 FEET EAST OF THE
 KZ1977'CENTERLINE OF HIGHWAY 598 AND 33 FEET NORTHWEST
 KZ1977'OF THE NORTHWEST CORNER OF THE BARN.
 KZ1977'
 KZ1977'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAPPER NO 2 1959, IS
 KZ1977'SET IN A SQUARE CONCRETE
 KZ1977'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1 FOOT SOUTH OF A
 KZ1977'PICKET FENCE, 13 FEET NORTH OF THE
 KZ1977'CENTERLINE OF A GRAVEL DRIVEWAY, 12.5 FEET WEST OF
 KZ1977'A POWERLINE POLE WITH A TRANSFORMER AND 29.5 FEET
 KZ1977'SOUTHEAST OF A WATER PUMP.
 KZ1977'
 KZ1977'AZIMUTH MARK, A STANDARD DISK STAMPED DAPPER 1959, IS A SQUARE
 KZ1977'CONCRETE POST WHICH
 KZ1977'PROJECTS 4 INCHES.  IT IS 4.5 FEET NORTHWEST OF A POWERLINE POLE, 21
 KZ1977'FEET NORTH OF THE CENTERLINE OF
 KZ1977'THE EAST-WEST ROAD, 33 FEET WEST OF THE CENTERLINE OF
 KZ1977'HIGHWAY 598 AND 12 FEET WEST OF A CONCRETE
 KZ1977'CORNER FENCE POST.
 KZ1977'
 KZ1977'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 598
 KZ1977'FOR 0.35 MILE TO THE
 KZ1977'AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE CROSSROAD.
 KZ1977'
 KZ1977'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KZ1977
 KZ1977                          STATION RECOVERY (1990)
 KZ1977
 KZ1977'RECOVERY NOTE BY US POWER SQUADRON 1990 (DE)
 KZ1977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5586 ***********************************************************************
 AB5586  CBN         -  This is a Cooperative Base Network Control Station.
 AB5586  DESIGNATION -  DAR GAR
 AB5586  PID         -  AB5586
 AB5586  STATE/COUNTY-  OH/DARKE
 AB5586  USGS QUAD   -  GREENVILLE EAST (1984)
 AB5586
 AB5586                         *CURRENT SURVEY CONTROL
 AB5586  ___________________________________________________________________
 AB5586* NAD 83(1995)-  40 05 57.95325(N)    084 36 33.01524(W)     ADJUSTED  
 AB5586* NAVD 88     -       309.331  (meters)    1014.86   (feet)  ADJUSTED  
 AB5586  ___________________________________________________________________
 AB5586  X           -     459,017.214 (meters)                     COMP
 AB5586  Y           -  -4,864,204.856 (meters)                     COMP
 AB5586  Z           -   4,086,614.653 (meters)                     COMP
 AB5586  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 AB5586  ELLIP HEIGHT-         276.01  (meters)          (03/08/05) GPS OBS
 AB5586  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 AB5586  DYNAMIC HT  -         309.164 (meters)    1014.32  (feet)  COMP
 AB5586  MODELED GRAV-     980,078.6   (mgal)                       NAVD 88
 AB5586
 AB5586  HORZ ORDER  -  B
 AB5586  VERT ORDER  -  SECOND    CLASS II
 AB5586  ELLP ORDER  -  FOURTH    CLASS II
 AB5586
 AB5586.The horizontal coordinates were established by GPS observations
 AB5586.and adjusted by the National Geodetic Survey in August 1996..
 AB5586
 AB5586.The orthometric height was determined by differential leveling
 AB5586.and adjusted by the National Geodetic Survey in August 1996..
 AB5586
 AB5586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5586
 AB5586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5586
 AB5586.The ellipsoidal height was determined by GPS observations
 AB5586.and is referenced to NAD 83.
 AB5586
 AB5586.The geoid height was determined by GEOID03.
 AB5586
 AB5586.The dynamic height is computed by dividing the NAVD 88
 AB5586.geopotential number by the normal gravity value computed on the
 AB5586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5586.degrees latitude (g = 980.6199 gals.).
 AB5586
 AB5586.The modeled gravity was interpolated from observed gravity values.
 AB5586
 AB5586;                    North         East     Units Scale Factor Converg.
 AB5586;SPC OH S     -   235,173.760   420,165.155   MT  1.00001375   -1 20 17.9
 AB5586;UTM  16      - 4,441,532.850   703,794.328   MT  1.00011130   +1 32 25.8
 AB5586
 AB5586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5586!SPC OH S     -   0.99995670  x   1.00001375  =   0.99997045
 AB5586!UTM  16      -   0.99995670  x   1.00011130  =   1.00006800
 AB5586
 AB5586                          SUPERSEDED SURVEY CONTROL
 AB5586
 AB5586  ELLIP H (08/20/96)  276.06   (m)                       GP(       ) 4 2
 AB5586  NAVD 88 (08/20/96)  309.33   (m)         1014.9    (f) LEVELING    3  
 AB5586
 AB5586.Superseded values are not recommended for survey control.
 AB5586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5586.See file dsdata.txt to determine how the superseded data were derived.
 AB5586
 AB5586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0379441533(NAD 83)
 AB5586_MARKER: I = METAL ROD
 AB5586_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB5586_STAMPING: DAR GAR 1995
 AB5586_MARK LOGO: OHDT  
 AB5586_PROJECTION: FLUSH
 AB5586_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB5586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5586+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5586_ROD/PIPE-DEPTH: 14.6 meters
 AB5586_SLEEVE-DEPTH  : 0.9 meters
 AB5586
 AB5586  HISTORY     - Date     Condition        Report By
 AB5586  HISTORY     - 1995     MONUMENTED       OHDT
 AB5586
 AB5586                          STATION DESCRIPTION
 AB5586
 AB5586'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CMS)
 AB5586'IN GREENVILLE, AT 1144 MARTIN STREET, SOUTH OF THE PARKING LOT, AND
 AB5586'EAST OF THE GARAGE AT THE OHIO DEPARTMENT OF TRANSPORTATION, DARKE
 AB5586'COUNTY GARAGE PROPERTY.  THE GARAGE IS LOCATED IN THE NORTHWEST
 AB5586'QUADRANT OF THE INTERSECTION OF US 36 AND US 127, ON THE EAST SIDE OF
 AB5586'GREENVILLE.  THE MARK IS 1.7 M (5.6 FT) SOUTH OF THE SOUTH EDGE OF THE
 AB5586'PARKING LOT, 30.0 M (98.4 FT) EAST OF THE SOUTHEAST CORNER OF THE
 AB5586'GARAGE, AND 32.0 M (105.0 FT) NORTHWEST OF A FENCE CORNER POST AT THE
 AB5586'SOUTHEAST CORNER OF THE PROPERTY.  ACCESS TO THE DATUM POINT IS
 AB5586'THROUGH A 127 MM LOGO CAP.  THE ROD IS FLUSH WITH GROUND LEVEL AND
 AB5586'DRIVEN TO A DEPTH OF 14.6 M (47.9 FT) .  OWNERSHIP--STATE OF OHIO,
 AB5586'DEPARTMENT OF TRANSPORTATION, DISTRICT 7 DEPUTY DIRECTOR, 1001 ST.
 AB5586'MARYS PIKE, BOX 381, SIDNEY, OHIO 45365.  THE MARK IS ACCESSIBLE ONLY
 AB5586'BY ARRANGEMENT.  CONTACT THE ODOT DARKE COUNTY SUPERINTENDENT, (513)
 AB5586'548-3015, FOR ACCESS TO MARK.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS
 AB5586'A REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1898 ***********************************************************************
 KZ1898  DESIGNATION -  DARFUS
 KZ1898  PID         -  KZ1898
 KZ1898  STATE/COUNTY-  OH/DELAWARE
 KZ1898  USGS QUAD   -  SUNBURY (1981)
 KZ1898
 KZ1898                         *CURRENT SURVEY CONTROL
 KZ1898  ___________________________________________________________________
 KZ1898* NAD 83(1995)-  40 10 26.34005(N)    082 49 46.45862(W)     ADJUSTED  
 KZ1898* NAVD 88     -       327.9    (meters)    1076.     (feet)  GPS OBS   
 KZ1898  ___________________________________________________________________
 KZ1898  X           -     609,188.684 (meters)                     COMP
 KZ1898  Y           -  -4,842,322.985 (meters)                     COMP
 KZ1898  Z           -   4,092,955.112 (meters)                     COMP
 KZ1898  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 KZ1898  ELLIP HEIGHT-         293.92  (meters)          (10/07/05) GPS OBS
 KZ1898  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ1898
 KZ1898  HORZ ORDER  -  FIRST
 KZ1898  ELLP ORDER  -  FOURTH    CLASS I
 KZ1898
 KZ1898.The horizontal coordinates were established by classical geodetic methods
 KZ1898.and adjusted by the National Geodetic Survey in April 1998..
 KZ1898
 KZ1898.The orthometric height was determined by GPS observations and a
 KZ1898.high-resolution geoid model.
 KZ1898
 KZ1898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1898
 KZ1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1898
 KZ1898.The ellipsoidal height was determined by GPS observations
 KZ1898.and is referenced to NAD 83.
 KZ1898
 KZ1898.The geoid height was determined by GEOID03.
 KZ1898
 KZ1898;                    North         East     Units Scale Factor Converg.
 KZ1898;SPC OH N     -    56,389.927   571,926.535   MT  1.00005978   -0 12 59.4
 KZ1898;SPC OH S     -   241,402.832   571,927.343   MT  1.00003086   -0 12 32.8
 KZ1898;UTM  17      - 4,448,672.760   344,220.882   MT  0.99989874   -1 10 49.8
 KZ1898
 KZ1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1898!SPC OH N     -   0.99995389  x   1.00005978  =   1.00001367
 KZ1898!SPC OH S     -   0.99995389  x   1.00003086  =   0.99998475
 KZ1898!UTM  17      -   0.99995389  x   0.99989874  =   0.99985264
 KZ1898
 KZ1898|---------------------------------------------------------------------|
 KZ1898| PID    Reference Object                     Distance      Geod. Az  |
 KZ1898|                                                           dddmmss.s |
 KZ1898| CE5942 DARFUS RM 1                         297.440 METERS 04219     |
 KZ1898| CE5943 DARFUS RM 2                          50.760 METERS 11439     |
 KZ1898| KZ1900 MYER                                APPROX.13.6 KM 1662246.3 |
 KZ1898| KZ1903 WESTERVILLE MUNICIPAL TANK          APPROX.10.1 KM 2385100.2 |
 KZ1898|---------------------------------------------------------------------|
 KZ1898
 KZ1898                          SUPERSEDED SURVEY CONTROL
 KZ1898
 KZ1898  ELLIP H (04/01/98)  293.91   (m)                       GP(       ) 4 1
 KZ1898  NAD 83(1986)-  40 10 26.34678(N)    082 49 46.46452(W) AD(       ) 1
 KZ1898  NAD 27      -  40 10 26.12000(N)    082 49 46.82600(W) AD(       ) 1
 KZ1898  NGVD 29 (07/19/86)  328.9    (m)         1079.     (f) VERT ANG       
 KZ1898
 KZ1898.Superseded values are not recommended for survey control.
 KZ1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1898.See file dsdata.txt to determine how the superseded data were derived.
 KZ1898
 KZ1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4422148673(NAD 83)
 KZ1898_MARKER: DS = TRIANGULATION STATION DISK
 KZ1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1898_SP_SET: CONCRETE POST
 KZ1898_MARK LOGO: CGS   
 KZ1898_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1898+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1991
 KZ1898
 KZ1898  HISTORY     - Date     Condition        Report By
 KZ1898  HISTORY     - 1928     MONUMENTED       CGS
 KZ1898  HISTORY     - 1928     GOOD             CGS
 KZ1898  HISTORY     - 1968     GOOD             CGS
 KZ1898  HISTORY     - 1969     GOOD             DMA
 KZ1898  HISTORY     - 19901115 GOOD             WOOLPT
 KZ1898  HISTORY     - 19910222 GOOD
 KZ1898
 KZ1898                          STATION DESCRIPTION
 KZ1898
 KZ1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 KZ1898'ABOUT 1/2 MILE
 KZ1898'EAST AND 1-1/2
 KZ1898'MILES NORTH OF HARLEM ON HIGHEST POINT OF A PROMINENT
 KZ1898'KNOLL, ON LAND OWNED BY M. J.
 KZ1898'DARFUS.  STATION IS 1 FOOT
 KZ1898'UNDERGROUND AND KNOLL IS ABOUT 100 YARDS
 KZ1898'NORTHWEST OF HOUSE.
 KZ1898'
 KZ1898'REFERENCE MARK NO. 1, (NORTHEAST), NEAR NORTHEAST CORNER OF
 KZ1898'PASTURE EAST OF HOUSE.
 KZ1898'
 KZ1898'REFERENCE MARK NO. 2 (EAST-SOUTHEAST), ON FENCE LINE ABOUT
 KZ1898'75 YARDS
 KZ1898'NORTH-NORTHWEST OF HOUSE.
 KZ1898'
 KZ1898'A 75-FOOT STEEL TOWER USED.
 KZ1898'
 KZ1898'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KZ1898'DISKS SET IN CONCRETE.
 KZ1898
 KZ1898                          STATION RECOVERY (1928)
 KZ1898
 KZ1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 KZ1898'RECOVERED IN GOOD CONDITION.
 KZ1898
 KZ1898                          STATION RECOVERY (1968)
 KZ1898
 KZ1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 KZ1898'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  IT IS
 KZ1898'ON THE TOP OF A KNOLL ABOUT 100 YARDS TO THE NORTHWEST OF A
 KZ1898'FARMHOUSE.
 KZ1898'
 KZ1898'TO REACH THE STATION FROM CENTER VILLAGE, FROM THE SURFACED
 KZ1898'CROSSROADS AT THE TAYLOR GENERAL STORE, GO WEST FOR 1.0 MILE TO
 KZ1898'CROSSROADS, TURN RIGHT AND GO NORTH ON COUNTY ROUTE 18 FOR 0.5 MILE
 KZ1898'TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO WEST FOR 0.05 MILE TO
 KZ1898'HOUSE ON LEFT, FROM FARMYARD GO NORTHWEST FOR 0.05 MILE TO TOP OF
 KZ1898'KNOLL AND STATION.
 KZ1898'
 KZ1898'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY, CONTINUE NORTH FOR ABOUT
 KZ1898'0.1 MILE TO MARK (R.M. NO. 1) ON LEFT.
 KZ1898'
 KZ1898'THE STATION MARK IS 50.76 METERS WEST-NORTHWEST OF R.M. NO. 2, 65.3
 KZ1898'FEET NORTH OF A TRIANGLE BLAZE ON THE WEST ONE OF TWO TREES, 70.7
 KZ1898'FEET NORTHEAST OF THE TOP OF THE 1ST STEEL POST WEST OF THE TREE AND
 KZ1898'IS 1 FOOT BELOW THE SURFACE.
 KZ1898'
 KZ1898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 KZ1898'NORTHWEST CENTER VILLAGE.
 KZ1898
 KZ1898                          STATION RECOVERY (1969)
 KZ1898
 KZ1898'RECOVERY NOTE BY DEFENSE MAP AGENCY 1969 (WOK)
 KZ1898'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 KZ1898'THE DIRECTION AND DISTANCE TO THE REFERENCE MARKS WAS NOT OBSERVED.
 KZ1898'
 KZ1898'THE PROPERTY ON WHICH THE STATION IS LOCATED IS NOW OWNED BY MR. PAUL
 KZ1898'BOYD.  HIS ADDRESS IS--COUNTY ROAD 10, CHESHIRE, OHIO 45620.
 KZ1898'TELEPHONE NO. 614-548-8169.  MR. BOYD GRANTED PERMISSION TO VISIT
 KZ1898'AND OCCUPY THE STATION AT GROUND LEVEL ONLY.
 KZ1898'
 KZ1898'TO REACH FROM CENTER VILLAGE GO WEST ON COUNTY ROAD FOR 1.0 MILE TO
 KZ1898'CROSSROAD.  TURN RIGHT AND GO NORTH FOR 0.5 MILE TO THE STATION SITE
 KZ1898'ON LOW HILL ABOUT 750 FEET WEST OF THE ROAD.
 KZ1898
 KZ1898                          STATION RECOVERY (1990)
 KZ1898
 KZ1898'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 KZ1898'RECOVERED IN GOOD CONDITION.
 KZ1898
 KZ1898                          STATION RECOVERY (1991)
 KZ1898
 KZ1898'RECOVERED 1991
 KZ1898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1852 ***********************************************************************
 DI1852  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1852  DESIGNATION -  DARKE COUNTY CORS ARP
 DI1852  CORS_ID     -  OHDR
 DI1852  PID         -  DI1852
 DI1852  STATE/COUNTY-  OH/DARKE
 DI1852  USGS QUAD   -  GREENVILLE EAST (1984)
 DI1852
 DI1852                         *CURRENT SURVEY CONTROL
 DI1852  ___________________________________________________________________
 DI1852* NAD 83(CORS)-  40 05 58.25858(N)    084 36 35.26632(W)     ADJUSTED  
 DI1852* NAVD 88     -                                                        
 DI1852  ___________________________________________________________________
 DI1852  EPOCH DATE  -        2002.00
 DI1852  X           -     458,964.088 (meters)                     COMP
 DI1852  Y           -  -4,864,209.438 (meters)                     COMP
 DI1852  Z           -   4,086,626.604 (meters)                     COMP
 DI1852  ELLIP HEIGHT-         283.38  (meters)          (10/??/06) GPS OBS
 DI1852  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DI1852
 DI1852  HORZ ORDER  -  SPECIAL (CORS)
 DI1852  ELLP ORDER  -  SPECIAL (CORS)
 DI1852
 DI1852.ITRF positions are available for this station.
 DI1852.The coordinates were established by GPS observations
 DI1852.and adjusted by the National Geodetic Survey in October 2006..
 DI1852.The coordinates are valid at the epoch date displayed above.
 DI1852.The epoch date for horizontal control is a decimal equivalence
 DI1852.of Year/Month/Day.
 DI1852
 DI1852
 DI1852.The PID for the CORS L1 Phase Center is DI1853.
 DI1852
 DI1852.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1852
 DI1852.The ellipsoidal height was determined by GPS observations
 DI1852.and is referenced to NAD 83.
 DI1852
 DI1852.The geoid height was determined by GEOID03.
 DI1852
 DI1852;                    North         East     Units Scale Factor Converg.
 DI1852;SPC OH S     -   235,184.420   420,112.070   MT  1.00001377   -1 20 19.3
 DI1852
 DI1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1852!SPC OH S     -   0.99995555  x   1.00001377  =   0.99996932
 DI1852
 DI1852                          SUPERSEDED SURVEY CONTROL
 DI1852
 DI1852.No superseded survey control is available for this station.
 DI1852
 DI1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0374141541(NAD 83)
 DI1852_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1852
 DI1852                          STATION DESCRIPTION
 DI1852
 DI1852'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1852'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1852'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1852'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1852'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1852'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1853 ***********************************************************************
 DI1853  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1853  DESIGNATION -  DARKE COUNTY CORS L1 PHASE CENTER
 DI1853  CORS_ID     -  OHDR
 DI1853  PID         -  DI1853
 DI1853  STATE/COUNTY-  OH/DARKE
 DI1853  USGS QUAD   -  GREENVILLE EAST (1984)
 DI1853
 DI1853                         *CURRENT SURVEY CONTROL
 DI1853  ___________________________________________________________________
 DI1853* NAD 83(CORS)-  40 05 58.25859(N)    084 36 35.26630(W)     ADJUSTED  
 DI1853* NAVD 88     -                                                        
 DI1853  ___________________________________________________________________
 DI1853  EPOCH DATE  -        2002.00
 DI1853  X           -     458,964.094 (meters)                     COMP
 DI1853  Y           -  -4,864,209.491 (meters)                     COMP
 DI1853  Z           -   4,086,626.649 (meters)                     COMP
 DI1853  ELLIP HEIGHT-         283.45  (meters)          (10/??/06) GPS OBS
 DI1853  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DI1853
 DI1853  HORZ ORDER  -  SPECIAL (CORS)
 DI1853  ELLP ORDER  -  SPECIAL (CORS)
 DI1853
 DI1853.ITRF positions are available for this station.
 DI1853.The coordinates were established by GPS observations
 DI1853.and adjusted by the National Geodetic Survey in October 2006..
 DI1853.The coordinates are valid at the epoch date displayed above.
 DI1853.The epoch date for horizontal control is a decimal equivalence
 DI1853.of Year/Month/Day.
 DI1853
 DI1853
 DI1853.The PID for the CORS ARP is DI1852.
 DI1853
 DI1853.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1853
 DI1853.The ellipsoidal height was determined by GPS observations
 DI1853.and is referenced to NAD 83.
 DI1853
 DI1853.The geoid height was determined by GEOID03.
 DI1853
 DI1853;                    North         East     Units Scale Factor Converg.
 DI1853;SPC OH S     -   235,184.420   420,112.070   MT  1.00001377   -1 20 19.3
 DI1853
 DI1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1853!SPC OH S     -   0.99995554  x   1.00001377  =   0.99996930
 DI1853
 DI1853                          SUPERSEDED SURVEY CONTROL
 DI1853
 DI1853.No superseded survey control is available for this station.
 DI1853
 DI1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0374141541(NAD 83)
 DI1853_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1853
 DI1853                          STATION DESCRIPTION
 DI1853
 DI1853'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1853'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1853'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1853'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1853'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1853'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3320 ***********************************************************************
 AE3320  DESIGNATION -  DARYL
 AE3320  PID         -  AE3320
 AE3320  STATE/COUNTY-  OH/MONTGOMERY
 AE3320  USGS QUAD   -  MIAMISBURG (1987)
 AE3320
 AE3320                         *CURRENT SURVEY CONTROL
 AE3320  ___________________________________________________________________
 AE3320* NAD 83(1995)-  39 42 06.98268(N)    084 16 02.51932(W)     ADJUSTED  
 AE3320* NAVD 88     -       243.5    (meters)     799.     (feet)  GPS OBS   
 AE3320  ___________________________________________________________________
 AE3320  X           -     490,849.736 (meters)                     COMP
 AE3320  Y           -  -4,889,499.744 (meters)                     COMP
 AE3320  Z           -   4,052,713.038 (meters)                     COMP
 AE3320  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 AE3320  ELLIP HEIGHT-         210.22  (meters)          (10/07/05) GPS OBS
 AE3320  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AE3320
 AE3320  HORZ ORDER  -  FIRST
 AE3320  ELLP ORDER  -  FOURTH    CLASS I
 AE3320
 AE3320.The horizontal coordinates were established by GPS observations
 AE3320.and adjusted by the National Geodetic Survey in September 1997..
 AE3320
 AE3320.The orthometric height was determined by GPS observations and a
 AE3320.high-resolution geoid model.
 AE3320
 AE3320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3320
 AE3320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3320
 AE3320.The ellipsoidal height was determined by GPS observations
 AE3320.and is referenced to NAD 83.
 AE3320
 AE3320.The geoid height was determined by GEOID03.
 AE3320
 AE3320;                    North         East     Units Scale Factor Converg.
 AE3320;SPC OH S     -   190,422.984   448,440.686   MT  0.99995123   -1 07 17.1
 AE3320;UTM  16      - 4,398,246.661   734,284.298   MT  1.00027582   +1 44 47.0
 AE3320
 AE3320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3320!SPC OH S     -   0.99996702  x   0.99995123  =   0.99991825
 AE3320!UTM  16      -   0.99996702  x   1.00027582  =   1.00024283
 AE3320
 AE3320|---------------------------------------------------------------------|
 AE3320| PID    Reference Object                     Distance      Geod. Az  |
 AE3320|                                                           dddmmss.s |
 AE3320| AE3324 DARYL AZ MK                         304.630 METERS 26703     |
 AE3320|---------------------------------------------------------------------|
 AE3320
 AE3320                          SUPERSEDED SURVEY CONTROL
 AE3320
 AE3320  ELLIP H (09/11/97)  210.31   (m)                       GP(       ) 4 1
 AE3320
 AE3320.Superseded values are not recommended for survey control.
 AE3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3320.See file dsdata.txt to determine how the superseded data were derived.
 AE3320
 AE3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3428498247(NAD 83)
 AE3320_MARKER: DD = SURVEY DISK
 AE3320_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3320_STAMPING: DARYL
 AE3320_MARK LOGO: CODDOP
 AE3320_PROJECTION: FLUSH
 AE3320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3320+STABILITY: SURFACE MOTION
 AE3320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3320+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1998
 AE3320
 AE3320  HISTORY     - Date     Condition        Report By
 AE3320  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3320  HISTORY     - 19980625 GOOD             WOOLPT
 AE3320
 AE3320                          STATION DESCRIPTION
 AE3320
 AE3320'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3320'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION RT 4
 AE3320'AND RT 725 IN MONTGOMERY COUNTY GO NORTHEAST ALONG RT 4 FOR 3.75 MI
 AE3320'(6.03 KM) TO SHANK RD GO EAST ALONG SHANK RD FOR 1.0 MI (1.6 KM) TO
 AE3320'THEE STATION ON THE LEFT, JUST WEST OF SOLDIERS HOME RD. STATION IS A
 AE3320'BRONZE DISK IN CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF
 AE3320'PLANNING, STAMPED DARYL, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 AE3320'STATION IS LOCATED 55.3 FT (16.9 M) WEST FROM THE CENTERLINE OF
 AE3320'SOLDIERS HOME RD, 19.8 FT (6.0 M) NORTH FROM THE CENTERLINE OF SHANK
 AE3320'RD, AND 11.4 FT (3.5 M) NORTHWEST OF A POWER POLE.
 AE3320
 AE3320                          STATION RECOVERY (1998)
 AE3320
 AE3320'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (GTF)
 AE3320'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3324 ***********************************************************************
 AE3324  DESIGNATION -  DARYL AZ MK
 AE3324  PID         -  AE3324
 AE3324  STATE/COUNTY-  OH/MONTGOMERY
 AE3324  USGS QUAD   -  MIAMISBURG (1987)
 AE3324
 AE3324                         *CURRENT SURVEY CONTROL
 AE3324  ___________________________________________________________________
 AE3324* NAD 83(1995)-  39 42 06.47480(N)    084 16 15.28945(W)     ADJUSTED  
 AE3324* NAVD 88     -       243.0    (meters)     797.     (feet)  GPS OBS   
 AE3324  ___________________________________________________________________
 AE3324  X           -     490,547.978 (meters)                     COMP
 AE3324  Y           -  -4,889,539.675 (meters)                     COMP
 AE3324  Z           -   4,052,700.648 (meters)                     COMP
 AE3324  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AE3324  ELLIP HEIGHT-         209.69  (meters)          (10/07/05) GPS OBS
 AE3324  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AE3324
 AE3324  HORZ ORDER  -  FIRST
 AE3324  ELLP ORDER  -  FOURTH    CLASS I
 AE3324
 AE3324.The horizontal coordinates were established by GPS observations
 AE3324.and adjusted by the National Geodetic Survey in September 1997..
 AE3324
 AE3324.The orthometric height was determined by GPS observations and a
 AE3324.high-resolution geoid model.
 AE3324
 AE3324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3324
 AE3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3324
 AE3324.The ellipsoidal height was determined by GPS observations
 AE3324.and is referenced to NAD 83.
 AE3324
 AE3324.The geoid height was determined by GEOID03.
 AE3324
 AE3324;                    North         East     Units Scale Factor Converg.
 AE3324;SPC OH S     -   190,413.284   448,136.225   MT  0.99995122   -1 07 25.2
 AE3324;UTM  16      - 4,398,221.733   733,980.606   MT  1.00027407   +1 44 38.8
 AE3324
 AE3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3324!SPC OH S     -   0.99996710  x   0.99995122  =   0.99991833
 AE3324!UTM  16      -   0.99996710  x   1.00027407  =   1.00024117
 AE3324
 AE3324|---------------------------------------------------------------------|
 AE3324| PID    Reference Object                     Distance      Geod. Az  |
 AE3324|                                                           dddmmss.s |
 AE3324| AE3320 DARYL                               304.630 METERS 08703     |
 AE3324|---------------------------------------------------------------------|
 AE3324
 AE3324                          SUPERSEDED SURVEY CONTROL
 AE3324
 AE3324  ELLIP H (09/11/97)  209.78   (m)                       GP(       ) 4 1
 AE3324
 AE3324.Superseded values are not recommended for survey control.
 AE3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3324.See file dsdata.txt to determine how the superseded data were derived.
 AE3324
 AE3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3398198222(NAD 83)
 AE3324_MARKER: DD = SURVEY DISK
 AE3324_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3324_STAMPING: DARYL AZ
 AE3324_MARK LOGO: CODDOP
 AE3324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3324+STABILITY: SURFACE MOTION
 AE3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3324+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 AE3324
 AE3324  HISTORY     - Date     Condition        Report By
 AE3324  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3324  HISTORY     - 20050621 GOOD             INDIV
 AE3324
 AE3324                          STATION DESCRIPTION
 AE3324
 AE3324'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3324'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3324'ST.RT. 4 AND ST.RT. 725 IN MONTGOMERY COUNTY GO NORTHEAST ALONG ST.RT.
 AE3324'4 FOR 3.75 MI (6.03 KM) TO SHANK RD GO EAST ALONG SHANK RD FOR 0.75 MI
 AE3324'(1.21 KM) TO STATION ON RIGHT. STATION IS A BRONZE DISK IN CONCRETE
 AE3324'INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED DARYL AZ, AND
 AE3324'IS FLUSH WITH THE SURFACE OF THE GROUND. STATION IS LOCATED ON THE
 AE3324'PROPERTY OF ADDRESS NO. 4900B, 14.9 FT (4.5 M) SOUTH FROM THE
 AE3324'CENTERLINE OF SHANK RD, 20.5 FT (6.2 M) WEST FROM THE CENTERLINE OF AN
 AE3324'ASPHALT DRIVE, AND 81.4 FT (24.8 M) EAST OF A FIRE HYDRANT.
 AE3324
 AE3324                          STATION RECOVERY (2005)
 AE3324
 AE3324'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GJL)
 AE3324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3276 ***********************************************************************
 AE3276  DESIGNATION -  DAVE
 AE3276  PID         -  AE3276
 AE3276  STATE/COUNTY-  OH/MONTGOMERY
 AE3276  USGS QUAD   -  TIPP CITY (1992)
 AE3276
 AE3276                         *CURRENT SURVEY CONTROL
 AE3276  ___________________________________________________________________
 AE3276* NAD 83(1995)-  39 55 20.87384(N)    084 12 42.79690(W)     ADJUSTED  
 AE3276* NAVD 88     -       299.1    (meters)     981.     (feet)  GPS OBS   
 AE3276  ___________________________________________________________________
 AE3276  X           -     494,007.137 (meters)                     COMP
 AE3276  Y           -  -4,873,466.948 (meters)                     COMP
 AE3276  Z           -   4,071,557.633 (meters)                     COMP
 AE3276  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AE3276  ELLIP HEIGHT-         265.98  (meters)          (10/07/05) GPS OBS
 AE3276  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AE3276
 AE3276  HORZ ORDER  -  FIRST
 AE3276  ELLP ORDER  -  FOURTH    CLASS I
 AE3276
 AE3276.The horizontal coordinates were established by GPS observations
 AE3276.and adjusted by the National Geodetic Survey in September 1997..
 AE3276
 AE3276.The orthometric height was determined by GPS observations and a
 AE3276.high-resolution geoid model.
 AE3276
 AE3276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3276
 AE3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3276
 AE3276.The ellipsoidal height was determined by GPS observations
 AE3276.and is referenced to NAD 83.
 AE3276
 AE3276.The geoid height was determined by GEOID03.
 AE3276
 AE3276;                    North         East     Units Scale Factor Converg.
 AE3276;SPC OH S     -   214,811.208   453,661.775   MT  0.99997995   -1 05 10.4
 AE3276;UTM  16      - 4,422,873.812   738,278.128   MT  1.00029902   +1 47 24.4
 AE3276
 AE3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3276!SPC OH S     -   0.99995827  x   0.99997995  =   0.99993823
 AE3276!UTM  16      -   0.99995827  x   1.00029902  =   1.00025728
 AE3276
 AE3276|---------------------------------------------------------------------|
 AE3276| PID    Reference Object                     Distance      Geod. Az  |
 AE3276|                                                           dddmmss.s |
 AE3276| AE3284 DAVE AZ MK                          325.934 METERS 26851     |
 AE3276|---------------------------------------------------------------------|
 AE3276
 AE3276                          SUPERSEDED SURVEY CONTROL
 AE3276
 AE3276  ELLIP H (09/11/97)  266.09   (m)                       GP(       ) 4 1
 AE3276
 AE3276.Superseded values are not recommended for survey control.
 AE3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3276.See file dsdata.txt to determine how the superseded data were derived.
 AE3276
 AE3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3827822874(NAD 83)
 AE3276_MARKER: DD = SURVEY DISK
 AE3276_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3276_STAMPING: DAVE
 AE3276_MARK LOGO: CODDOP
 AE3276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3276+STABILITY: SURFACE MOTION
 AE3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3276+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3276
 AE3276  HISTORY     - Date     Condition        Report By
 AE3276  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3276
 AE3276                          STATION DESCRIPTION
 AE3276
 AE3276'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3276'DESCRIBED BY WOOLPERT 1996 TO REACH THE STATION FROM THE INTERSECTION
 AE3276'OF I-75 AND RT 40 IN MONTGOMERY COUNTY GO WEST ALONG RT 40 FOR 0.6 MI
 AE3276'(1.0 KM) TO NORTH DIXIE RD GO NORTH ALONG NORTH DIXIE DR FOR 2.0 MI
 AE3276'(3.2 KM) TO LIGHTNER RD GO WEST ALONG LIGHTNER RD. FOR 0.75 MI (1.21
 AE3276'KM) TO STATION ON LEFT. STATION IS A BRONZE DISK IN CONCRETE INSCRIBED
 AE3276'CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED DAVE, AND IS FLUSH WITH
 AE3276'THE SURFACE OF THE GROUND. STATION IS LOCATED 28.6 FT (8.7 M) SOUTH
 AE3276'FROM THE CENTERLINE OF LIGHTNER RD, 6.5 FT (2.0 M) NORTH OF CHAIN-LINK
 AE3276'FENCE, AND 103.7 FT (31.6 M) EAST FROM THE CENTERLINE OF A GRAVEL
 AE3276'DRIVE ENTRANCE TO THE AIRFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3284 ***********************************************************************
 AE3284  DESIGNATION -  DAVE AZ MK
 AE3284  PID         -  AE3284
 AE3284  STATE/COUNTY-  OH/MONTGOMERY
 AE3284  USGS QUAD   -  TIPP CITY (1992)
 AE3284
 AE3284                         *CURRENT SURVEY CONTROL
 AE3284  ___________________________________________________________________
 AE3284* NAD 83(1995)-  39 55 20.66215(N)    084 12 56.51924(W)     ADJUSTED  
 AE3284* NAVD 88     -       300.4    (meters)     986.     (feet)  GPS OBS   
 AE3284  ___________________________________________________________________
 AE3284  X           -     493,683.440 (meters)                     COMP
 AE3284  Y           -  -4,873,504.994 (meters)                     COMP
 AE3284  Z           -   4,071,553.485 (meters)                     COMP
 AE3284  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AE3284  ELLIP HEIGHT-         267.32  (meters)          (10/07/05) GPS OBS
 AE3284  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AE3284
 AE3284  HORZ ORDER  -  FIRST
 AE3284  ELLP ORDER  -  FOURTH    CLASS I
 AE3284
 AE3284.The horizontal coordinates were established by GPS observations
 AE3284.and adjusted by the National Geodetic Survey in September 1997..
 AE3284
 AE3284.The orthometric height was determined by GPS observations and a
 AE3284.high-resolution geoid model.
 AE3284
 AE3284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3284
 AE3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3284
 AE3284.The ellipsoidal height was determined by GPS observations
 AE3284.and is referenced to NAD 83.
 AE3284
 AE3284.The geoid height was determined by GEOID03.
 AE3284
 AE3284;                    North         East     Units Scale Factor Converg.
 AE3284;SPC OH S     -   214,810.865   453,335.847   MT  0.99997994   -1 05 19.1
 AE3284;UTM  16      - 4,422,857.108   737,952.525   MT  1.00029711   +1 47 15.6
 AE3284
 AE3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3284!SPC OH S     -   0.99995806  x   0.99997994  =   0.99993801
 AE3284!UTM  16      -   0.99995806  x   1.00029711  =   1.00025516
 AE3284
 AE3284|---------------------------------------------------------------------|
 AE3284| PID    Reference Object                     Distance      Geod. Az  |
 AE3284|                                                           dddmmss.s |
 AE3284| AE3276 DAVE                                325.934 METERS 08851     |
 AE3284|---------------------------------------------------------------------|
 AE3284
 AE3284                          SUPERSEDED SURVEY CONTROL
 AE3284
 AE3284  ELLIP H (09/11/97)  267.43   (m)                       GP(       ) 4 1
 AE3284
 AE3284.Superseded values are not recommended for survey control.
 AE3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3284.See file dsdata.txt to determine how the superseded data were derived.
 AE3284
 AE3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3795322857(NAD 83)
 AE3284_MARKER: DD = SURVEY DISK
 AE3284_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3284_STAMPING: DAVE AZ
 AE3284_MARK LOGO: CODDOP
 AE3284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3284+STABILITY: SURFACE MOTION
 AE3284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3284+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3284
 AE3284  HISTORY     - Date     Condition        Report By
 AE3284  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3284
 AE3284                          STATION DESCRIPTION
 AE3284
 AE3284'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3284'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3284'I-75 AND RT 40 IN MONTGOMERY COUNTY GO WEST ALONG RT 40 FOR 0.6 MI
 AE3284'(1.0 KM) TO NORTH DIXIE DR GO NORTH ALONG NORTH DIXIE DR FOR 2.0 MI
 AE3284'(3.2 KM) TO LIGHTNER RD GO WEST ALONG LIGHTNER RD FOR 1.0 MI (1.6 KM)
 AE3284'TO STATION ON THE LEFT. STATION IS A BRONZE DISK IN CONCRETE INSCRIBED
 AE3284'CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED DAVE AZ, AND IS FLUSH
 AE3284'WITH THE SURFACE OF THE GROUND. STATION IS LOCATED 29.6 FT (9.0 M)
 AE3284'SOUTH FROM THE CENTERLINE OF LIGHTNER RD, 5.3 FT (1.6 M) NORTH OF
 AE3284'CHAIN-LINK FENCE, AND 7.5 FT (2.3 M) NORTHEAST OF THE FIFTH NO
 AE3284'TRESPASSING SIGN FROM THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2624 ***********************************************************************
 MB2624  DESIGNATION -  DAVEY
 MB2624  PID         -  MB2624
 MB2624  STATE/COUNTY-  OH/PORTAGE
 MB2624  USGS QUAD   -  KENT (1994)
 MB2624
 MB2624                         *CURRENT SURVEY CONTROL
 MB2624  ___________________________________________________________________
 MB2624* NAD 83(1995)-  41 11 58.84396(N)    081 21 16.48971(W)     ADJUSTED  
 MB2624* NAVD 88     -       341.4    (meters)    1120.     (feet)  GPS OBS   
 MB2624  ___________________________________________________________________
 MB2624  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 MB2624  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB2624
 MB2624  HORZ ORDER  -  FIRST
 MB2624
 MB2624.The horizontal coordinates were established by classical geodetic methods
 MB2624.and adjusted by the National Geodetic Survey in April 1998..
 MB2624
 MB2624.The orthometric height was determined by GPS observations and a
 MB2624.high-resolution geoid model.
 MB2624
 MB2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2624
 MB2624.The geoid height was determined by GEOID03.
 MB2624
 MB2624;                    North         East     Units Scale Factor Converg.
 MB2624;SPC OH N     -   170,866.129   696,070.303   MT  0.99994178   +0 45 08.9
 MB2624;UTM  17      - 4,560,984.293   470,269.392   MT  0.99961088   -0 14 00.8
 MB2624
 MB2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2624!SPC OH N     -   0.99995172  x   0.99994178  =   0.99989351
 MB2624!UTM  17      -   0.99995172  x   0.99961088  =   0.99956262
 MB2624
 MB2624|---------------------------------------------------------------------|
 MB2624| PID    Reference Object                     Distance      Geod. Az  |
 MB2624|                                                           dddmmss.s |
 MB2624| CC9827 DAVEY RM 1                           28.332 METERS 09758     |
 MB2624| MB2584 COWAN                               APPROX. 5.0 KM 1014602.3 |
 MB2624| MB2617 KENT KSU S STACK                    APPROX. 5.4 KM 1734922.8 |
 MB2624| MB2619 KENT KSU TANK                       APPROX. 5.6 KM 1751339.5 |
 MB2624| MB2630 KENT MUN TANK                       APPROX. 4.5 KM 1893625.0 |
 MB2624| CC9828 DAVEY RM 2                           26.078 METERS 26054     |
 MB2624| MB2754 HUDSON GM TEREX DIV TANK            APPROX. 6.9 KM 2800113.7 |
 MB2624|---------------------------------------------------------------------|
 MB2624
 MB2624                          SUPERSEDED SURVEY CONTROL
 MB2624
 MB2624  NAD 83(1986)-  41 11 58.85294(N)    081 21 16.49151(W) AD(       ) 1
 MB2624  NAD 27      -  41 11 58.64865(N)    081 21 17.10807(W) AD(       ) 1
 MB2624  NGVD 29 (07/19/86)  341.5    (m)         1120.     (f) VERT ANG       
 MB2624
 MB2624.Superseded values are not recommended for survey control.
 MB2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2624.See file dsdata.txt to determine how the superseded data were derived.
 MB2624
 MB2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7026960984(NAD 83)
 MB2624_MARKER: DS = TRIANGULATION STATION DISK
 MB2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2624_STAMPING: DAVEY 1977
 MB2624_MARK LOGO: NGS   
 MB2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2624+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1992
 MB2624
 MB2624  HISTORY     - Date     Condition        Report By
 MB2624  HISTORY     - 1977     MONUMENTED       NGS
 MB2624  HISTORY     - 19921201 GOOD             OH3880
 MB2624
 MB2624                          STATION DESCRIPTION
 MB2624
 MB2624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2624'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF KENT, 3 MILES
 MB2624'SOUTH-SOUTHWEST OF STREETSBORO AND ON PROPERTY OWNED BY DAVEY
 MB2624'TREE COMPANY, 117 SOUTH WATER STREET, KENT, OHIO 44240.
 MB2624'
 MB2624'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND
 MB2624'43 IN STREETSBORO, GO SOUTH ON HIGHWAY 43 FOR 0.2 MILE TO A
 MB2624'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWESTERLY ON SEASONS
 MB2624'ROAD FOR 0.6 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND
 MB2624'GO SOUTHERLY ON FERGUSON ROAD FOR 2.05 MILES TO A SIDE ROAD
 MB2624'LEFT, PENOAK ROAD.  CONTINUE SOUTHERLY ON THE ROAD
 MB2624'FOR 0.2 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 MB2624'EASTERLY ON THE DRIVEWAY FOR ABOUT 300 FEET TO THE STATION
 MB2624'ON THE RIGHT.
 MB2624'
 MB2624'STATION MARKS ARE STANDARD DISKS STAMPED---DAVEY 1977---.  THE
 MB2624'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2624'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2624'68.5 FEET SOUTHEAST OF A 30-INCH OAK TREE, 27 FEET SOUTH OF THE
 MB2624'CENTER OF THE DRIVEWAY AND 41.5 FEET NORTHWEST OF A CATALPA
 MB2624'TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 MB2624'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 MB2624'
 MB2624'REFERENCE MARK 1, STAMPED---DAVEY NO 1 1977---, IS A STANDARD
 MB2624'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MB2624'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 59 FEET SOUTH OF
 MB2624'THE CENTER OF THE DRIVEWAY AND 55 FEET EAST OF THE CATALPA
 MB2624'TREE.
 MB2624'
 MB2624'REFERENCE MARK 2, STAMPED---DAVEY NO 2 1977---, IS A STANDARD
 MB2624'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MB2624'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 66 FEET SOUTHWEST
 MB2624'OF THE OAK TREE AND 21 FEET SOUTH OF THE CENTER OF THE GRAVELED
 MB2624'DRIVEWAY.
 MB2624'
 MB2624'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO BRUSH ON LINE.
 MB2624'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 MB2624'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.4 METERS.
 MB2624'
 MB2624'DESCRIBED BY S.D. DILLON
 MB2624
 MB2624                          STATION RECOVERY (1992)
 MB2624
 MB2624'RECOVERY NOTE BY CITY OF KENT OHIO 1992
 MB2624'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3442 ***********************************************************************
 KY3442  DESIGNATION -  DAVIS
 KY3442  PID         -  KY3442
 KY3442  STATE/COUNTY-  OH/GUERNSEY
 KY3442  USGS QUAD   -  CAMBRIDGE (1994)
 KY3442
 KY3442                         *CURRENT SURVEY CONTROL
 KY3442  ___________________________________________________________________
 KY3442* NAD 83(1995)-  40 03 20.37697(N)    081 31 06.46903(W)     ADJUSTED  
 KY3442* NAVD 88     -       357.4    (meters)    1173.     (feet)  VERTCON   
 KY3442  ___________________________________________________________________
 KY3442  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 KY3442  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY3442
 KY3442  HORZ ORDER  -  FIRST
 KY3442
 KY3442.The horizontal coordinates were established by classical geodetic methods
 KY3442.and adjusted by the National Geodetic Survey in April 1998..
 KY3442
 KY3442.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3442
 KY3442.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3442
 KY3442.The geoid height was determined by GEOID03.
 KY3442
 KY3442;                    North         East     Units Scale Factor Converg.
 KY3442;SPC OH S     -   228,668.326   683,747.810   MT  1.00000449   +0 37 22.1
 KY3442;UTM  17      - 4,434,063.748   455,779.950   MT  0.99962407   -0 20 01.2
 KY3442
 KY3442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3442!SPC OH S     -   0.99994925  x   1.00000449  =   0.99995373
 KY3442!UTM  17      -   0.99994925  x   0.99962407  =   0.99957333
 KY3442
 KY3442:                Primary Azimuth Mark                     Grid Az
 KY3442:SPC OH S     -  DAVIS AZ MK                              011 47 48.3
 KY3442:UTM  17      -  DAVIS AZ MK                              012 45 11.6
 KY3442
 KY3442|---------------------------------------------------------------------|
 KY3442| PID    Reference Object                     Distance      Geod. Az  |
 KY3442|                                                           dddmmss.s |
 KY3442| CC9829 DAVIS AZ MK                                        0122510.4 |
 KY3442| CC9830 DAVIS RM 1                           78.168 METERS 06408     |
 KY3442| KY3422 SEWELLSVILLE USGS RM 2              APPROX.26.2 KM 0800343.9 |
 KY3442| CC9831 DAVIS RM 2                           93.138 METERS 13538     |
 KY3442| KY3443 DAVIS RM A                           29.472 METERS 20234     |
 KY3442| KY3439 CAMBRIDGE GUERNSEY CO CTHSE         APPROX. 7.0 KM 2410900.3 |
 KY3442|---------------------------------------------------------------------|
 KY3442
 KY3442                          SUPERSEDED SURVEY CONTROL
 KY3442
 KY3442  NAD 83(1986)-  40 03 20.38395(N)    081 31 06.47532(W) AD(       ) 1
 KY3442  NAD 27      -  40 03 20.12700(N)    081 31 07.04200(W) AD(       ) 1
 KY3442  NGVD 29 (07/19/86)  357.6    (m)         1173.     (f) VERT ANG       
 KY3442
 KY3442.Superseded values are not recommended for survey control.
 KY3442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3442.See file dsdata.txt to determine how the superseded data were derived.
 KY3442
 KY3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME5578034064(NAD 83)
 KY3442_MARKER: DS = TRIANGULATION STATION DISK
 KY3442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3442
 KY3442  HISTORY     - Date     Condition        Report By
 KY3442  HISTORY     - 1933     MONUMENTED       CGS
 KY3442  HISTORY     - 1934     GOOD             CGS
 KY3442  HISTORY     - 1944     GOOD             CGS
 KY3442  HISTORY     - 1957     GOOD             LOCENG
 KY3442  HISTORY     - 1969     GOOD             CGS
 KY3442
 KY3442                          STATION DESCRIPTION
 KY3442
 KY3442'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KY3442'STATION IS ABOUT 4 MILES NE OF CAMBRIDGE, ON THE SUMMIT OF A
 KY3442'PROMINENT BALD HILL, ON THE
 KY3442'PROPERTY OF J.E. DAVIS WHO LIVES IN CAMBRIDGE.  MR. T.
 KY3442'HALES, TENANT, LIVES
 KY3442'ABOUT 250 YARDS NE (NW) OF THE STATION AT
 KY3442'THE BASE OF THE HILL.  THE MARK IS ON
 KY3442'THE HIGHEST POINT OF THE
 KY3442'HILL, 378 FEET NW OF THE OLD INDEPENDENCE SCHOOLHOUSE
 KY3442'WHICH IS
 KY3442'NOW USED AS A RESIDENCE, AND IS 8 INCHES BELOW THE GROUND.  THE
 KY3442'HILL IS USED AS
 KY3442'PASTURE LAND.
 KY3442'
 KY3442'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 KY3442'BRONZE DISKS SET IN CONCRETE.
 KY3442'
 KY3442'REFERENCE MARK 1 IS NE OF THE STATION, ON FENCELINE PARALLELLING
 KY3442'THE GRAVEL ROAD,
 KY3442'ON A HIGH BANK ABOVE THE ROAD, AND PROJECTS
 KY3442'ABOUT 10 INCHES.
 KY3442'
 KY3442'REFERENCE MARK 2 IS SE OF THE STATION, 26 FEET NW OF THE
 KY3442'CENTER LINE OF THE
 KY3442'ROAD, 72.5 FEET NW OF THE NW CORNER OF THE
 KY3442'SCHOOLHOUSE, ON THE FENCELINE, AND
 KY3442'PROJECTS ABOUT 10 INCHES.
 KY3442'
 KY3442'AZIMUTH MARK IS NEAR THE INTERSECTION OF U.S. HIGHWAY 22 AND
 KY3442'T-ROAD S, 35 PACES
 KY3442'S OF HIGHWAY 22, 15 FEET E OF T-ROAD S, ON
 KY3442'THE FENCELINE, AND ON TOP OF A SMALL
 KY3442'HILL.  THE MARK PROJECTS
 KY3442'ABOUT 6 INCHES.
 KY3442'
 KY3442'STATION IS REACHED FROM CAMBRIDGE VIA U.S. HIGHWAY 22 FOR
 KY3442'5.7 MILES TO A
 KY3442'T-ROAD S, THENCE S 1.0 MILE TO THE HILL AND THE
 KY3442'STATION.
 KY3442'
 KY3442'U.S.G.S. MIDWAY HAS BEEN DESTROYED.  THE REMAINS OF THE
 KY3442'MARK WERE FOUND AT
 KY3442'THE BASE OF THE HILL.
 KY3442'
 KY3442'A 90-FOOT TOWER WAS ERECTED.  ALL LIGHTS WERE VISIBLE FROM
 KY3442'THE GROUND EXCEPT
 KY3442'AT TIPPECANOE (U.S.G.S.) WHICH IS BADLY OBSTRUCTED
 KY3442'BY A HILL ABOUT 8 MILES NE.
 KY3442
 KY3442                          STATION RECOVERY (1934)
 KY3442
 KY3442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JSB)
 KY3442'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED
 KY3442'EXCEPT THE SURFACE
 KY3442'STATION MARK IS 6 INCHES BELOW THE
 KY3442'GROUND INSTEAD OF 8 INCHES.  AZIMUTH
 KY3442'MARK IS N BY E FROM THE STATION
 KY3442'INSTEAD OF N BY W.
 KY3442'
 KY3442'REFERENCE MARKS 1 AND 2 ARE TWO FEET BACK FROM A PERPENDICULAR
 KY3442'BANK ABOUT 7 FEET
 KY3442'IN HEIGHT, ON THE FENCELINE, AND ON THE W
 KY3442'SIDE OF GRAVEL ROAD.  THE BANK IS
 KY3442'CAVING AND THE REFERENCE MARKS
 KY3442'WILL BE GONE IN A VERY FEW YEARS.
 KY3442'
 KY3442'TO REACH STATION FROM CAMBRIDGE, FOLLOW U.S. HIGHWAY 22 FOR
 KY3442'5.7 MILES TO A
 KY3442'T-ROAD S WHICH IS ABOUT 1.2 MILES E OF THE
 KY3442'CENTERVILLE CHURCH.  THERE TURN S
 KY3442'AND GO ABOUT 1.0 MILE TO THE
 KY3442'OLD INDEPENDENCE SCHOOLHOUSE AND STATION.
 KY3442
 KY3442                          STATION RECOVERY (1944)
 KY3442
 KY3442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 KY3442'STATION RECOVERED AS DESCRIBED BY G.L.A. IN
 KY3442'1933.  ALL MARKS
 KY3442'WERE FOUND IN GOOD CONDITION, THE DISTANCES WERE
 KY3442'CHECKED AND FOUND CORRECT.
 KY3442'
 KY3442'STATION DISK IS STAMPED DAVIS 1933.
 KY3442'
 KY3442'REFERENCE MARK 1 IS STAMPED DAVIS NO
 KY3442'1 1933.
 KY3442'
 KY3442'REFERENCE MARK 2 IS 26 FEET W OF THE APPROXIMATE CENTERLINE
 KY3442'OF THE GRAVELED
 KY3442'ROAD.  IT IS STAMPED DAVIS NO 2 1933.
 KY3442'
 KY3442'AZIMUTH MARK IS ABOUT 0.05 MILE S OF U.S. HIGHWAY 22, 55 FEET
 KY3442'S OF A STOP SIGN,
 KY3442'AND 1.0 FOOT W OF THE E RIGHT-OF-WAY FENCE.
 KY3442'IT IS STAMPED DAVIS AZIMUTH 1933.
 KY3442'
 KY3442'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 21 AND 22
 KY3442'IN CAMBRIDGE, GO E
 KY3442'ON HIGHWAY 22 FOR 5.85 MILES TO A T-ROAD RIGHT
 KY3442'(COUNTY ROAD 57).  TURN RIGHT FOR
 KY3442'0.05 MILE TO THE AZIMUTH MARK
 KY3442'ON THE LEFT.  CONTINUE S FOR 1.0 MILE TO THE TOP OF
 KY3442'A HILL, A
 KY3442'PROMINENT HILL ON THE RIGHT, AND STATION.  TRUCKS MAY BE DRIVEN
 KY3442'TO THE STATION BY
 KY3442'ENTERING THE LANE AT THE N BASE OF THE HILL AND
 KY3442'GOING W FOR 0.1 MILE TO THE HOME OF
 KY3442'MR. T. HALES ON THE RIGHT AND
 KY3442'A POLE GATE ON THE LEFT.  PASS THROUGH THE GATE,
 KY3442'ENTERING A PASTURE
 KY3442'FIELD, AND GO S TO THE TOP OF THE HILL AND STATION.
 KY3442'
 KY3442'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KY3442
 KY3442                          STATION RECOVERY (1957)
 KY3442
 KY3442'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 KY3442'REPORT OF LORENZI, DODDS AND GUNNELL, ENGINEERS, BERGER BLDG.,
 KY3442'PITTSBURG 19,
 KY3442'PENN. DATED 30 SEPT. 1957.
 KY3442'
 KY3442'STATION IS NOW IN A CORNFIELD.  TRUCKS MAY BE DRIVEN TO THE STATION
 KY3442'BY ENTERING THE
 KY3442'LANE ABOUT 150 FEET NORTH OF R.M. NO. 1, AND GOING DIRECTLY
 KY3442'TO THE STATION.  SURFACE MARK
 KY3442'WAS NOT IN EVIDENCE ON THIS DATE, BUT TAPING
 KY3442'DISTANCE FROM REFERENCE MARKS WILL ALLOW
 KY3442'RECOVERY OF SURFACE MARK, OR AT
 KY3442'LEAST OF UNDERGROUND MARK.  AZIMUTH AND REFERENCE MARK NO.
 KY3442'1 ARE IN GOOD
 KY3442'CONDITION AND DO NOT APPEAR TO HAVE BEEN DISTURBED.  REFERENCE MARK
 KY3442'NO. 2 HAS BEEN TIPPED
 KY3442'SOUTHEASTWARDLY BY FROST ACTION AND THE SLOUGHING AWAY
 KY3442'OF THE BANK, THE TOTAL
 KY3442'DISPLACEMENT IS PROBABLY ABOUT 0.5 FEET.
 KY3442
 KY3442                          STATION RECOVERY (1969)
 KY3442
 KY3442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WOK)
 KY3442'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 KY3442'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 KY3442'TILTED FROM ORIGINAL POSITION AND WAS STRAIGHTENED AND REINFORCED
 KY3442'WITH CONCRETE.  NEW DISTANCES WERE OBSERVED TO BOTH REFERENCE
 KY3442'MARKS.  A REFERENCE MARK A WAS SET AND ESTABLISHED.  A NEW
 KY3442'DESCRIPTION AS FOLLOWS--
 KY3442'
 KY3442'STATION IS ABOUT 4 MILES NORTHEAST OF CAMBRIDGE, ON THE SUMMIT OF A
 KY3442'PROMINENT BALD HILL.  THE PROPERTY IS OWNED BY MESSERS ROSS AND JOHN
 KY3442'DAVIS WHO LIVE IN CAMBRIDGE.
 KY3442'
 KY3442'PERMISSION TO ENTER PROPERTY WAS OBTAINED FROM MR. ED TAYLOR WHO IS
 KY3442'A BROTHER-IN-LAW OF THE DAVIS.  MR. TAYLOR LIVES IN A TRAILER ABOUT
 KY3442'0.1 MILE NORTH OF THE STATION.
 KY3442'
 KY3442'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 21 AND 22 IN CAMBRIDGE,
 KY3442'OHIO, GO EAST ON U.S. HIGHWAY 22 FOR 5.85 MILES TO A SIDE ROAD
 KY3442'RIGHT, COUNTY ROAD 57.  (THIS SIDE ROAD IS ALSO 1.2 MILES EAST OF
 KY3442'THE CENTERVILLE CHURCH IN CENTERVILLE, OHIO).
 KY3442'
 KY3442'TURN RIGHT AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KY3442'CONTINUE SOUTHERLY FOR 0.85 MILES TO A SIDE ROAD TO THE RIGHT.  TURN
 KY3442'RIGHT ON GRAVEL ROAD AND GO WEST-SOUTHWEST UP HILL FOR 0.1 MILE TO
 KY3442'A GARAGE ON THE LEFT.  PASS AROUND GARAGE AND GO SOUTH FOR ABOUT 150
 KY3442'FEET TO END OF TREE LINE.  TURN LEFT AND GO NORTHEAST AND NORTH FOR
 KY3442'ABOUT 300 FEET TO THE HIGHEST POINT OF HILL AND STATION SITE.
 KY3442'
 KY3442'THIS STATION MAY ALSO BE REACHED FROM THE JUNCTION INTERSTATE 77 AND
 KY3442'U.S. HIGHWAY 22, NORTHEAST OF CAMBRIDGE.  GO NORTHEAST AND EAST ON
 KY3442'U.S. HIGHWAY 22 FOR 3.2 MILES TO JUNCTION OF COUNTY ROAD 57
 KY3442'MENTIONED ABOVE.  FOLLOW THE ABOVE DESCRIPTION FROM THERE.
 KY3442'
 KY3442'STATION MARK IS STAMPED DAVIS 1933 AND IS 0.2 FOOT BELOW GROUND
 KY3442'SURFACE.  IT IS 144 FEET EAST OF POWER POLE NO. 35 AND 123 FEET WEST
 KY3442'OF A 10 INCH TULIP POPLAR TREE.
 KY3442'
 KY3442'REFERENCE MARK 1 IS STAMPED DAVIS NO 1 1933 AND PROJECTS 1.0 FEET
 KY3442'ABOVE GROUND SURFACE.  IT IS 24.5 FEET WEST OF THE CENTERLINE OF
 KY3442'COUNTY ROAD 57 AND 8.4 FEET NORTH OF A 6 INCH OAK TREE.
 KY3442'
 KY3442'REFERENCE MARK 2 IS STAMPED DAVIS NO 2 1933 AND PROJECTS 1.0 FEET
 KY3442'ABOVE GROUND SURFACE.  IT IS 24 FEET WEST OF CENTERLINE OF COUNTY
 KY3442'ROAD 57, 32.2 FEET SOUTH OF A 18 INCH OAK TREE AND 72 FEET WEST OF
 KY3442'THE NORTHWEST CORNER OF HOUSE.
 KY3442'
 KY3442'DAVIS RM A IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED DAVIS
 KY3442'RM A 1969 USATOPOCOM SET IN TOP OF A SQUARE CONCRETE MONUMENT SET
 KY3442'FLUSH WITH GROUND SURFACE.  A SUB-SURFACE DISK IS SET IN TOP OF A
 KY3442'BLOCK OF CONCRETE ABOUT 3 FEET BELOW GROUND SURFACE.  THE DISK IS
 KY3442'STAMPED THE SAME AS THE SURFACE MARK.
 KY3442'
 KY3442'DAVIS RM A CONTINUED - IT IS 96.70 FEET SOUTH-SOUTHWEST OF DAVIS
 KY3442'USC AND GS, 1933.
 KY3442'
 KY3442'AZIMUTH MARK IS STAMPED DAVIS AZIMUTH 1933 AND PROJECTS 0.4 FEET
 KY3442'ABOVE GROUND SURFACE.  IT IS 14 FEET EAST OF THE CENTERLINE OF COUNTY
 KY3442'ROAD 57, 41 FEET SOUTH OF DRIVEWAY CENTERLINE, 49.6 FEET SOUTHEAST
 KY3442'OF A TELEPHONE POLE AND 101 FEET SOUTH-SOUTHEAST OF JUNCTION OF
 KY3442'U.S.  HIGHWAY 22 AND COUNTY ROAD 57.
 KY3442'
 KY3442'A TRAVERSE CONNECTION WAS MADE TO DAVIS RM A 1969 USATOPOCOM.
 KY3442'
 KY3442'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHEAST
 KY3442'OF CAMBRIDGE, OHIO.
 KY3442'
 KY3442'HEIGHT OF LIGHT ABOVE STATION MARK 60.1 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3443 ***********************************************************************
 KY3443  DESIGNATION -  DAVIS RM A
 KY3443  PID         -  KY3443
 KY3443  STATE/COUNTY-  OH/GUERNSEY
 KY3443  USGS QUAD   -  CAMBRIDGE (1994)
 KY3443
 KY3443                         *CURRENT SURVEY CONTROL
 KY3443  ___________________________________________________________________
 KY3443* NAD 83(1995)-  40 03 19.49458(N)    081 31 06.94624(W)     ADJUSTED  
 KY3443* NAVD 88     -       357.0    (meters)    1171.     (feet)  VERTCON   
 KY3443  ___________________________________________________________________
 KY3443  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 KY3443  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY3443
 KY3443  HORZ ORDER  -  FIRST
 KY3443
 KY3443.The horizontal coordinates were established by classical geodetic methods
 KY3443.and adjusted by the National Geodetic Survey in April 1998..
 KY3443
 KY3443.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3443
 KY3443.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3443
 KY3443.The geoid height was determined by GEOID03.
 KY3443
 KY3443;                    North         East     Units Scale Factor Converg.
 KY3443;SPC OH S     -   228,640.989   683,736.796   MT  1.00000444   +0 37 21.8
 KY3443;UTM  17      - 4,434,036.609   455,768.486   MT  0.99962408   -0 20 01.5
 KY3443
 KY3443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3443!SPC OH S     -   0.99994931  x   1.00000444  =   0.99995375
 KY3443!UTM  17      -   0.99994931  x   0.99962408  =   0.99957341
 KY3443
 KY3443|---------------------------------------------------------------------|
 KY3443| PID    Reference Object                     Distance      Geod. Az  |
 KY3443|                                                           dddmmss.s |
 KY3443| KY3442 DAVIS                                29.472 METERS 02234     |
 KY3443| KY3445 ATCHISON                            APPROX.19.1 KM 2802452.8 |
 KY3443|---------------------------------------------------------------------|
 KY3443
 KY3443                          SUPERSEDED SURVEY CONTROL
 KY3443
 KY3443  NAD 83(1986)-  40 03 19.50158(N)    081 31 06.95252(W) AD(       ) 1
 KY3443  NAD 27      -  40 03 19.24459(N)    081 31 07.51918(W) AD(       ) 1
 KY3443  NGVD 29 (07/19/86)  357.2    (m)         1172.     (f) VERT ANG       
 KY3443
 KY3443.Superseded values are not recommended for survey control.
 KY3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3443.See file dsdata.txt to determine how the superseded data were derived.
 KY3443
 KY3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME5576834037(NAD 83)
 KY3443_MARKER: DD = SURVEY DISK
 KY3443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3443_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3443_STAMPING: DAVIS RMA 1969 USATOPOCOM
 KY3443_MARK LOGO: USE   
 KY3443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3443+STABILITY: SURFACE MOTION
 KY3443
 KY3443  HISTORY     - Date     Condition        Report By
 KY3443  HISTORY     - 1969     MONUMENTED       DMA
 KY3443
 KY3443                          STATION DESCRIPTION
 KY3443
 KY3443'DESCRIBED BY DEFENSE MAP AGENCY 1969 (WOK)
 KY3443'THE RM A IS LOCATED AT THE SAME SITE AND ON THE SAME PROPERTY AS
 KY3443'TRIANGULATION STATION DAVIS USC AND GS 1933.
 KY3443'
 KY3443'A U.S. ARMY, CORPS OF ENGINEERS DISK, STAMPED DAVIS RMA 1969
 KY3443'USATOPOCOM, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT AND
 KY3443'FLUSH WITH THE GROUND.  THE MARK IS 104 FEET NORTH-NORTHEAST OF
 KY3443'POWER POLE NO. 36.
 KY3443'
 KY3443'A FIRST ORDER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 KY3443'DAVIS USC AND GS 1933.
 KY3443'
 KY3443'NOTE--A SUB-SURFACE MARK WAS SET ABOUT 3 FEET BELOW SURFACE MARK AND
 KY3443'STAMPED THE SAME AS SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3058 ***********************************************************************
 JZ3058  DESIGNATION -  DAY
 JZ3058  PID         -  JZ3058
 JZ3058  STATE/COUNTY-  OH/MONTGOMERY
 JZ3058  USGS QUAD   -  BROOKVILLE (1987)
 JZ3058
 JZ3058                         *CURRENT SURVEY CONTROL
 JZ3058  ___________________________________________________________________
 JZ3058* NAD 83(1995)-  39 50 50.31128(N)    084 26 13.11893(W)     ADJUSTED  
 JZ3058* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 JZ3058  ___________________________________________________________________
 JZ3058  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 JZ3058  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JZ3058
 JZ3058  HORZ ORDER  -  FIRST
 JZ3058
 JZ3058.The horizontal coordinates were established by classical geodetic methods
 JZ3058.and adjusted by the National Geodetic Survey in May 1999..
 JZ3058
 JZ3058.The orthometric height was scaled from a topographic map.
 JZ3058
 JZ3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3058
 JZ3058.The geoid height was determined by GEOID03.
 JZ3058
 JZ3058;                    North         East     Units Scale Factor Converg.
 JZ3058;SPC OH S     -   206,857.324   434,244.129   MT  0.99996849   -1 13 44.6
 JZ3058;UTM  16      - 4,413,953.889   719,278.586   MT  1.00019199   +1 38 34.4
 JZ3058
 JZ3058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3058!SPC OH S     -   0.99995504  x   0.99996849  =   0.99992353
 JZ3058!UTM  16      -   0.99995504  x   1.00019199  =   1.00014702
 JZ3058
 JZ3058                          SUPERSEDED SURVEY CONTROL
 JZ3058
 JZ3058  NAD 83(1995)-  39 50 50.31607(N)    084 26 13.11369(W) AD(       ) 1
 JZ3058  NAD 83(1986)-  39 50 50.32441(N)    084 26 13.12634(W) AD(       ) 1
 JZ3058  NAD 27      -  39 50 50.12700(N)    084 26 13.31000(W) AD(       ) 1
 JZ3058
 JZ3058.Superseded values are not recommended for survey control.
 JZ3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3058.See file dsdata.txt to determine how the superseded data were derived.
 JZ3058
 JZ3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK1927913954(NAD 83)
 JZ3058_MARKER: DS = TRIANGULATION STATION DISK
 JZ3058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3058_MARK LOGO: CGS   
 JZ3058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3058+STABILITY: SURFACE MOTION
 JZ3058
 JZ3058  HISTORY     - Date     Condition        Report By
 JZ3058  HISTORY     - 1927     MONUMENTED       CGS
 JZ3058  HISTORY     - 1935     GOOD             CGS
 JZ3058  HISTORY     - 1938     GOOD             CGS
 JZ3058  HISTORY     - 1946     POOR             CGS
 JZ3058
 JZ3058                          STATION DESCRIPTION
 JZ3058
 JZ3058'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3058'STATION IS ABOUT 1/2 MILE E OF DODSON, 424 METERS (1391 FEET) W OF
 JZ3058'CROSSING OF PENN. R.R. AND SECTION LINE ROAD KNOWN AS THE UPPER
 JZ3058'LEWISBURG AND SALEM ROAD, IT IS 5.53 METERS (18.15 FEET) S OF THE N
 JZ3058'RAIL OF THE RAILROAD AND 5.10 METERS (16.73 FEET) E OF THE CENTER
 JZ3058'OF THE PRIVATE ROAD WHICH TURNS OFF THE ABOVE-MENTIONED SECTION LINE
 JZ3058'ROAD OPPOSITE THE BARN OF W. A. LESHER AND RUNS N ACROSS THE
 JZ3058'RAILROAD.  SURFACE MARK IS A STANDARD BRONZE DISK IN CONCRETE.
 JZ3058'
 JZ3058'HEIGHT OF SIGNAL ABOVE STATION MARK- 1.2 METERS.
 JZ3058
 JZ3058                          STATION RECOVERY (1935)
 JZ3058
 JZ3058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JZ3058'STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JZ3058
 JZ3058                          STATION RECOVERY (1938)
 JZ3058
 JZ3058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ3058'STATION WAS RECOVERED AS DESCRIBED AND MARK WAS FOUND IN FAIR
 JZ3058'CONDITION. MARK IS A STANDARD BRONZE DISK, ALTHOUGH IT WAS
 JZ3058'ORIGINALLY ESTABLISHED AS A FIRST ORDER TRAVERSE STATION. STATION WAS
 JZ3058'CUT IN FROM LESHER BY ANGLE AND DISTANCE.
 JZ3058
 JZ3058                          STATION RECOVERY (1946)
 JZ3058
 JZ3058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (GBG)
 JZ3058'THIS STATION WAS FOUND KNOCKED OVER AT AN ANGLE OF ABOUT 45 DEG.,
 JZ3058'APPARENTLY BY MECHANICAL DITCHING OPERATIONS ON THE PENNSYLVANIA
 JZ3058'RAILROAD. WERE THE STATION STRAIGHTENED UP, IT WOULD PROBABLY BE IN
 JZ3058'THE PROPER HORIZONTAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3599 ***********************************************************************
 JZ3599  DESIGNATION -  DAY FAA
 JZ3599  PID         -  JZ3599
 JZ3599  STATE/COUNTY-  OH/MONTGOMERY
 JZ3599  USGS QUAD   -  TIPP CITY (1992)
 JZ3599
 JZ3599                         *CURRENT SURVEY CONTROL
 JZ3599  ___________________________________________________________________
 JZ3599* NAD 83(1995)-  39 54 18.33956(N)    084 12 19.46046(W)     ADJUSTED  
 JZ3599* NAVD 88     -       309.     (meters)    1014.     (feet)  GPS OBS   
 JZ3599  ___________________________________________________________________
 JZ3599  X           -     494,684.258 (meters)                     COMP
 JZ3599  Y           -  -4,874,650.166 (meters)                     COMP
 JZ3599  Z           -   4,070,084.854 (meters)                     COMP
 JZ3599  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 JZ3599  ELLIP HEIGHT-         276.31  (meters)          (04/16/93) GPS OBS
 JZ3599  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JZ3599
 JZ3599  HORZ ORDER  -  THIRD
 JZ3599  ELLP ORDER  -  FOURTH    CLASS II
 JZ3599
 JZ3599.This mark is at James M Cox Dayton Intl Airport (DAY)
 JZ3599
 JZ3599.The horizontal coordinates were established by GPS observations
 JZ3599.and adjusted by the National Geodetic Survey in April 1993..
 JZ3599.No horizontal observational check was made to the station.
 JZ3599
 JZ3599.The orthometric height was determined by GPS observations and a
 JZ3599.high-resolution geoid model.
 JZ3599.No vertical observational check was made to the station.
 JZ3599
 JZ3599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3599
 JZ3599.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3599
 JZ3599.The ellipsoidal height was determined by GPS observations
 JZ3599.and is referenced to NAD 83.
 JZ3599
 JZ3599.The geoid height was determined by GEOID03.
 JZ3599
 JZ3599;                    North         East     Units Scale Factor Converg.
 JZ3599;SPC OH S     -   212,872.395   454,179.419   MT  0.99997715   -1 04 55.6
 JZ3599;UTM  16      - 4,420,962.798   738,892.599   MT  1.00030264   +1 47 37.1
 JZ3599
 JZ3599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3599!SPC OH S     -   0.99995665  x   0.99997715  =   0.99993381
 JZ3599!UTM  16      -   0.99995665  x   1.00030264  =   1.00025928
 JZ3599
 JZ3599                          SUPERSEDED SURVEY CONTROL
 JZ3599
 JZ3599  NAD 83(1995)-  39 54 18.34547(N)    084 12 19.47386(W) AD(       ) 3
 JZ3599
 JZ3599.Superseded values are not recommended for survey control.
 JZ3599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3599.See file dsdata.txt to determine how the superseded data were derived.
 JZ3599
 JZ3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3889320963(NAD 83)
 JZ3599_MARKER: X = CHISELED CROSS
 JZ3599_SETTING: 0 = UNSPECIFIED SETTING
 JZ3599_MARK LOGO: NGS   
 JZ3599_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3599+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JZ3599
 JZ3599  HISTORY     - Date     Condition        Report By
 JZ3599  HISTORY     - 1992     MONUMENTED       NGS
 JZ3599
 JZ3599                          STATION DESCRIPTION
 JZ3599
 JZ3599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 JZ3599'THE STATION IS LOCATED ABOUT 32.0 KM (19.90 MI) WEST OF SPRINGFIELD,
 JZ3599'18.0 KM (11.20 MI) NORTH FROM THE CENTER OF DAYTON, 16.0 KM
 JZ3599'(9.95 MI) SOUTH OF TROY, 1.6 KM (1.00 MI) NORTH OF VANDALIA AND ON
 JZ3599'THE ROOF OF FLIGHT SERVICE BUILDING AT THE JAMES M. COX DAYTON
 JZ3599'MUNICIPAL AIRPORT.  OWNERSHIP--JAMES M. COX MUNICIPAL AIRPORT,
 JZ3599'CONTACT THOMAS CUMMINGS OR LYNN KUBAL, MANAGERS AT 3801 WRIGHT DRIVE,
 JZ3599'VANDALIA OH, PHONE 513-898-3930.
 JZ3599'TO REACH THE STATION FROM INTERSTATE HIGHWAY 75 AND ENGLE ROAD AT THE
 JZ3599'OVERPASS (EXIT 64 NORTHBOUND), WHICH IS ABOUT 4.0 KM (2.50 MI) NORTH
 JZ3599'OF INTERSTATE HIGHWAY 70, GO NORTH ON ENGLE ROAD FOR 1.04 KM
 JZ3599'(0.65 MI) TO A T-ROAD.  TURN RIGHT AND GO NORTH ON DIXON ROAD FOR 0.3
 JZ3599'KM (0.20 MI) TO WRIGHT ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON
 JZ3599'WRIGHT ROAD FOR 0.48 KM (0.30 MI) TO A T-ROAD AND SIGN (FLIGHT
 JZ3599'SERVICE STATION). TURN RIGHT, AND GO NORTH FOR ABOUT 30 M (98.4 FT) ,
 JZ3599'THEN LEFT INTO PARKING LOT AND THE STATION ON TOP OF THE FLIGHT
 JZ3599'SERVICE BUILDING.
 JZ3599'STATION IS A CHISLED CROSS IN A 5 IN BY 25.0 FT (7.6 M) LONG METAL
 JZ3599'BEAM THAT RUNS NORTH TO SOUTH, PROJECTING 31 CM ABOVE THE ROOF
 JZ3599'SURFACE.  LOCATED 29.3 M (96.1 FT) EAST FROM THE WEST INSIDE EDGE OF
 JZ3599'ROOF WALL CORNER WHERE THERE IS A LOW SPLIT, 16.3 M (53.5 FT) WEST
 JZ3599'FROM THE EAST EDGE OF THE ROOF WALL, 16.2 M (53.1 FT) NORTH FROM THE
 JZ3599'SOUTH EDGE OF THE ROOF WALL, 9.3 M (30.5 FT) EAST FROM THE
 JZ3599'APPROXIMATE CENTER OF ROOF ACCESS DOOR AND 6.4 M (21.0 FT) SOUTH FROM
 JZ3599'THE NORTH INSIDE EDGE OF ROOF WALL.  NOTE, ALL ROOF MEASUREMENTS WERE
 JZ3599'FROM THE INSIDE EDGE OF THE LOW WALL AROUND THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3598 ***********************************************************************
 JZ3598  SACS        -  This is a Secondary Airport Control Station.
 JZ3598  DESIGNATION -  DAY G
 JZ3598  PID         -  JZ3598
 JZ3598  STATE/COUNTY-  OH/MONTGOMERY
 JZ3598  USGS QUAD   -  TIPP CITY (1992)
 JZ3598
 JZ3598                         *CURRENT SURVEY CONTROL
 JZ3598  ___________________________________________________________________
 JZ3598* NAD 83(1995)-  39 54 51.85283(N)    084 12 45.65097(W)     ADJUSTED  
 JZ3598* NAVD 88     -       302.461  (meters)     992.32   (feet)  ADJUSTED  
 JZ3598  ___________________________________________________________________
 JZ3598  X           -     493,997.883 (meters)                     COMP
 JZ3598  Y           -  -4,874,047.822 (meters)                     COMP
 JZ3598  Z           -   4,070,873.276 (meters)                     COMP
 JZ3598  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 JZ3598  ELLIP HEIGHT-         269.35  (meters)          (10/07/05) GPS OBS
 JZ3598  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JZ3598  DYNAMIC HT  -         302.300 (meters)     991.80  (feet)  COMP
 JZ3598  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 JZ3598
 JZ3598  HORZ ORDER  -  A
 JZ3598  VERT ORDER  -  FIRST     CLASS II
 JZ3598  ELLP ORDER  -  THIRD     CLASS I
 JZ3598
 JZ3598.This mark is at James M Cox Dayton Intl Airport (DAY)
 JZ3598
 JZ3598.The horizontal coordinates were established by GPS observations
 JZ3598.and adjusted by the National Geodetic Survey in April 1993..
 JZ3598
 JZ3598.The orthometric height was determined by differential leveling
 JZ3598.and adjusted by the National Geodetic Survey in January 1994..
 JZ3598.WARNING-GPS observations at this control monument resulted in a GPS
 JZ3598.derived orthometric height which differed from the leveled height by
 JZ3598.more than one decimeter (0.1 meter).
 JZ3598
 JZ3598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3598
 JZ3598.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3598
 JZ3598.The ellipsoidal height was determined by GPS observations
 JZ3598.and is referenced to NAD 83.
 JZ3598
 JZ3598.The geoid height was determined by GEOID03.
 JZ3598
 JZ3598.The dynamic height is computed by dividing the NAVD 88
 JZ3598.geopotential number by the normal gravity value computed on the
 JZ3598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3598.degrees latitude (g = 980.6199 gals.).
 JZ3598
 JZ3598.The modeled gravity was interpolated from observed gravity values.
 JZ3598
 JZ3598;                    North         East     Units Scale Factor Converg.
 JZ3598;SPC OH S     -   213,917.592   453,577.036   MT  0.99997864   -1 05 12.2
 JZ3598;UTM  16      - 4,421,976.783   738,238.324   MT  1.00029879   +1 47 21.5
 JZ3598
 JZ3598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3598!SPC OH S     -   0.99995775  x   0.99997864  =   0.99993639
 JZ3598!UTM  16      -   0.99995775  x   1.00029879  =   1.00025652
 JZ3598
 JZ3598                          SUPERSEDED SURVEY CONTROL
 JZ3598
 JZ3598  NAD 83(1995)-  39 54 51.85874(N)    084 12 45.66437(W) AD(       ) A
 JZ3598  ELLIP H (04/16/93)  269.33   (m)                       GP(       ) 3 1
 JZ3598  NAVD 88 (05/30/97)  302.46   (m)          992.3    (f) LEVELING    3  
 JZ3598
 JZ3598.Superseded values are not recommended for survey control.
 JZ3598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3598.See file dsdata.txt to determine how the superseded data were derived.
 JZ3598
 JZ3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3823821977(NAD 83)
 JZ3598_MARKER: DT = TOPOGRAPHIC STATION DISK
 JZ3598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3598_SP_SET: CONCRETE POST
 JZ3598_STAMPING: DAY G 1990
 JZ3598_MARK LOGO: NGS   
 JZ3598_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3598+STABILITY: SURFACE MOTION
 JZ3598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3598+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1995
 JZ3598
 JZ3598  HISTORY     - Date     Condition        Report By
 JZ3598  HISTORY     - 1990     MONUMENTED       NGS
 JZ3598  HISTORY     - 19920817 GOOD             NGS
 JZ3598  HISTORY     - 19930621 GOOD             NGS
 JZ3598  HISTORY     - 19951023 GOOD             NGS
 JZ3598
 JZ3598                          STATION DESCRIPTION
 JZ3598
 JZ3598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 JZ3598'THE STATION IS LOCATED ABOUT 15.0 KM (9.30 MI) NORTH OF DAYTON, 3.6 KM
 JZ3598'(2.25 MI) WEST OF INTERSTATE HIGHWAY 75, AT THE JAMES M. COX DAYTON
 JZ3598'INTERNATIONAL AIRPORT, IN THE NORTHEASTERN PART OF THE AIRPORT, NEAR
 JZ3598'THE GLIDE SLOPE ANTENNA FOR RUNWAY 18.  OWNERSHIP--CITY OF DAYTON,
 JZ3598'DAYTON INTERNATIONAL AIRPORT. ROY WILLIAMS, MANAGER, ALAN WINCHESTER,
 JZ3598'MAINTENANCE SUPERVISOR, DAVE CLARK, SECURITY CHIEF. PHONE
 JZ3598'513-454-8200 FOR PERMISSION AND ESCORT TO STATION.
 JZ3598'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND INTERSTATE
 JZ3598'HIGHWAY 70 JUST NORTH OF DAYTON, GO NORTH ON INTERSTATE HIGHWAY 75
 JZ3598'FOR 3.2 KM (2.00 MI) TO THE NATIONAL ROAD (U.S. HIGHWAY 40) EXIT
 JZ3598'(EXIT 63).  TAKE THIS EXIT AND GO WEST ON U.S. HIGHWAY 40 (NATIONAL
 JZ3598'ROAD)FOR 4.2 KM (2.60 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 JZ3598'RIGHT AND GO NORTHERLY ON AIRPORT ENTRANCE ROAD FOR 2.1 KM (1.30 MI)
 JZ3598'TO THE TERMINAL AND BUS PARKING.  PARK IN THE BUS PARKING AREA AND
 JZ3598'WALK THROUGH THE MAIN DOORS OF TERMINAL BUILDING.  CLEAR SECURITY
 JZ3598'STRAIGHT AHEAD AND TURN RIGHT.  GO BY GIFT SHOP AND BATHROOMS TO THE
 JZ3598'SECURITY OFFICE ON THE RIGHT.  YOU WILL BE ESCORTED FROM HERE TO THE
 JZ3598'STATION.
 JZ3598'LOCATED 329.2 M (1080.1 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE END OF
 JZ3598'RUNWAY 18, 138.3 M (453.7 FT) EAST-SOUTHEAST FROM THE CENTER OF THE
 JZ3598'GLIDE SLOPE ANTENNA, 90.0 M (295.3 FT) NORTH FROM THE CENTER OF A
 JZ3598'CONCRETE MANHOLE, 65.3 M (214.2 FT) NORTHWEST FROM THE CENTER OF THE
 JZ3598'WEST END OF THE 1/7 FEET REMAINING SIGN, 51.8 M (169.9 FT) NORTHWEST
 JZ3598'OF RUNWAY LIGHT NUMBER NS78 AND 31.76 M (104.20 FT) WEST OF THE WEST
 JZ3598'EDGE OF THE PAVED SHOULDER OF RUNWAY 18-36.  NOS DISK STAMPED---DAY G
 JZ3598'1990---, SET IN THE TOP OF CONCRETE POST ABOUT 3 CM ABOVE GROUND.
 JZ3598
 JZ3598                          STATION RECOVERY (1993)
 JZ3598
 JZ3598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ3598'4.0 KM (2.50 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 JZ3598'JUNCTION OF INTERSTATE HIGHWAY 70 IN VANDALIA (EXIT 61), THENCE 0.9
 JZ3598'KM (0.55 MI) WESTERLY ALONG NORTHWOODS BOULEVARD, THENCE 2.4 KM (1.50
 JZ3598'MI) NORTHERLY ALONG NORTH DIXIE DRIVE, THENCE 1.2 KM (0.75 MI)
 JZ3598'WESTERLY ALONG LIGHTNER ROAD, THENCE THROUGH A GATE AND 0.9 KM (0.55
 JZ3598'MI) SOUTHERLY ALONG A TRACK ROAD AND RUNWAY 18-36, 329.2 M (1080.1
 JZ3598'FT) SOUTH-SOUTHEAST OF THE NORTH END OF THE RUNWAY, 138.3 M (453.7
 JZ3598'FT) EAST-SOUTHEAST OF GLIDE SLOPE ANTENNA NUMBER 18, 90.0 M (295.3
 JZ3598'FT) NORTH OF A MANHOLE COVER, 65.3 NORTHWEST OF THE WEST CORNER OF A
 JZ3598'SIGN, 51.8 M (169.9 FT) NORTHWEST OF RUNWAY LIGHT NS78, 43.3 M (142.1
 JZ3598'FT) SOUTHWEST OF RUNWAY LIGHT NS77, 31.8 M (104.3 FT) WEST OF THE
 JZ3598'WEST EDGE OF RUNWAY 18-36, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT)
 JZ3598'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 JZ3598'THE JAMES M COX DAYTON INTERNATIONAL AIRPORT.  FOR PERMISSION TO
 JZ3598'VISIT THE STATION CONTACT THE AIRPORT SECURITY OFFICE, TELEPHONE
 JZ3598'NUMBER (513)454-3919.
 JZ3598
 JZ3598                          STATION RECOVERY (1995)
 JZ3598
 JZ3598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JZ3598'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) NORTH OF DAYTON, 1 KM
 JZ3598'(0.60 MI) WEST-NORTHWEST OF VANDALIA AT THE JAMES M.  COX-DAYTON
 JZ3598'INTERNATIONAL AIRPORT, IN THE NORTHEAST PART OF THE AIRFIELD, JUST
 JZ3598'EAST OF THE GLIDE SLOPE ANTENNA FOR RUNWAY END 18.  OWNERSHIP--CITY OF
 JZ3598'DAYTON, DEPARTMENT OF AVIATION, 3848 WRIGHT DRIVE, DAYTON, OH. 45377.
 JZ3598'DOUGLAS L.  WARNER IS AIRPORT FIELD MAINTENANCE SUPERVISOR II.  PHONE
 JZ3598'513-454-8228.  CONTACT HIM AT LEAST ONE DAY IN ADVANCE TO ARRANGE FOR
 JZ3598'AN ESCORT TO THIS STATION.  TO REACH FROM THE JUNCTION OF INTERSTATE
 JZ3598'HIGHWAY 75 AND U.S.  HIGHWAY 40 (NATIONAL ROAD) , (EXIT 63) , GO WEST
 JZ3598'ON HIGHWAY 40 FOR 1.05 KM (0.65 MI) TO THE INTERSECTION OF U.S.
 JZ3598'HIGHWAY 25 (NORTH DIXIE DRIVE) IN VANDALIA.  TURN RIGHT, NORTH, ON
 JZ3598'NORTH DIXIE DRIVE FOR 2.4 TO THE JUNCTION OF LIGHTNER ROAD.  TURN
 JZ3598'LEFT, WEST, ON LIGHTNER ROAD FOR 1.2 KM (0.75 MI) TO A GATE ON THE
 JZ3598'LEFT.  TURN LEFT, SOUTH, FOR 0.9 KM (0.55 MI) PASSING THROUGH THE GATE
 JZ3598'ON A TRACK ROAD AND ALONG RUNWAY 18-36 TO THE STATION ON THE RIGHT.
 JZ3598'THE STATION IS SET IN THE TOP OF A CONCRETE POST PROJECTING 3 CM ABOVE
 JZ3598'THE GROUND.  IT IS 329.2 M (1080.1 FT) SOUTH-SOUTHWEST OF THE NORTH
 JZ3598'END OF THE RUNWAY, 138.3 M (453.7 FT) EAST-SOUTHEAST OF THE CENTER OF
 JZ3598'THE GLIDE SLOPE ANTENNA FOR RUNWAY END 18, 90.0 M (295.3 FT) NORTH OF
 JZ3598'THE CENTER OF A ROUND STEEL MANHOLE COVER, 65.2 M (213.9 FT) NORTHWEST
 JZ3598'OF THE CENTER OF THE WEST END OF THE 1/7 FEET REMAINING SIGN, 51.8 M
 JZ3598'(169.9 FT) NORTHWEST OF RUNWAY LIGHT NS78, 43.3 M (142.1 FT) SOUTHWEST
 JZ3598'OF RUNWAY LIGHT NS77, 31.8 M (104.3 FT) WEST OF THE WEST EDGE OF THE
 JZ3598'RUNWAY, AND 0.05 M (0.16 FT) EAST OF A FIBERGLASS WITNESS POST.
 JZ3598'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2849 ***********************************************************************
 AA2849  CBN         -  This is a Cooperative Base Network Control Station.
 AA2849  DESIGNATION -  DAYT A
 AA2849  PID         -  AA2849
 AA2849  STATE/COUNTY-  OH/MONTGOMERY
 AA2849  USGS QUAD   -  TIPP CITY (1992)
 AA2849
 AA2849                         *CURRENT SURVEY CONTROL
 AA2849  ___________________________________________________________________
 AA2849* NAD 83(1995)-  39 54 18.27972(N)    084 12 16.81024(W)     ADJUSTED  
 AA2849* NAVD 88     -       303.417  (meters)     995.46   (feet)  ADJUSTED  
 AA2849  ___________________________________________________________________
 AA2849  X           -     494,746.545 (meters)                     COMP
 AA2849  Y           -  -4,874,640.408 (meters)                     COMP
 AA2849  Z           -   4,070,079.589 (meters)                     COMP
 AA2849  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AA2849  ELLIP HEIGHT-         270.31  (meters)          (03/08/05) GPS OBS
 AA2849  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AA2849  DYNAMIC HT  -         303.255 (meters)     994.93  (feet)  COMP
 AA2849  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 AA2849
 AA2849  HORZ ORDER  -  B
 AA2849  VERT ORDER  -  FIRST     CLASS II
 AA2849  ELLP ORDER  -  FOURTH    CLASS II
 AA2849
 AA2849.This mark is at James M Cox Dayton Intl Airport (DAY)
 AA2849
 AA2849.The horizontal coordinates were established by GPS observations
 AA2849.and adjusted by the National Geodetic Survey in May 1995..
 AA2849
 AA2849.The orthometric height was determined by differential leveling
 AA2849.and adjusted by the National Geodetic Survey in April 2001..
 AA2849
 AA2849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2849
 AA2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2849
 AA2849.The ellipsoidal height was determined by GPS observations
 AA2849.and is referenced to NAD 83.
 AA2849
 AA2849.The geoid height was determined by GEOID03.
 AA2849
 AA2849.The dynamic height is computed by dividing the NAVD 88
 AA2849.geopotential number by the normal gravity value computed on the
 AA2849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2849.degrees latitude (g = 980.6199 gals.).
 AA2849
 AA2849.The modeled gravity was interpolated from observed gravity values.
 AA2849
 AA2849;                    North         East     Units Scale Factor Converg.
 AA2849;SPC OH S     -   212,869.361   454,242.323   MT  0.99997714   -1 04 53.9
 AA2849;UTM  16      - 4,420,962.924   738,955.597   MT  1.00030301   +1 47 38.8
 AA2849
 AA2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2849!SPC OH S     -   0.99995760  x   0.99997714  =   0.99993474
 AA2849!UTM  16      -   0.99995760  x   1.00030301  =   1.00026059
 AA2849
 AA2849|---------------------------------------------------------------------|
 AA2849| PID    Reference Object                     Distance      Geod. Az  |
 AA2849|                                                           dddmmss.s |
 AA2849| AA2850 DAYT B                              269.261 METERS 11659     |
 AA2849|---------------------------------------------------------------------|
 AA2849
 AA2849                          SUPERSEDED SURVEY CONTROL
 AA2849
 AA2849  NAD 83(1995)-  39 54 18.27995(N)    084 12 16.81159(W) AD(       ) B
 AA2849  ELLIP H (05/10/95)  270.44   (m)                       GP(       ) 3 2
 AA2849  NAVD 88 (05/10/95)  303.42   (m)          995.5    (f) LEVELING    3  
 AA2849
 AA2849.Superseded values are not recommended for survey control.
 AA2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2849.See file dsdata.txt to determine how the superseded data were derived.
 AA2849
 AA2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3895620963(NAD 83)
 AA2849_MARKER: I = METAL ROD
 AA2849_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA2849_STAMPING: DAYT A 1994
 AA2849_MARK LOGO: NGS   
 AA2849_PROJECTION: FLUSH
 AA2849_MAGNETIC: I = MARKER IS A STEEL ROD
 AA2849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2849+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 AA2849_ROD/PIPE-DEPTH: 9.1  meters
 AA2849_SLEEVE-DEPTH  : 1.0 meters
 AA2849
 AA2849  HISTORY     - Date     Condition        Report By
 AA2849  HISTORY     - 1994     MONUMENTED       NOS
 AA2849  HISTORY     - 19940805 GOOD             NOS
 AA2849  HISTORY     - 19950223 GOOD             NGS
 AA2849  HISTORY     - 20041015 GOOD             INDIV
 AA2849  HISTORY     - 20051013 GOOD             INDIV
 AA2849
 AA2849                          STATION DESCRIPTION
 AA2849
 AA2849'DESCRIBED BY NATIONAL OCEAN SERVICE 1994
 AA2849'THE STATION IS LOCATED IN VANDALIA AT THE EAST EDGE OF THE DAYTON
 AA2849'INTERNATIONAL AIRPORT AND IN FRONT OF THE FLIGHT SERVICE STATION,
 AA2849'WHICH IS ABOUT 1.5 MI (2.4 KM) NORTH-NORTHWEST OF THE INTERSECTION OF
 AA2849'INTERSTATE HIGHWAY 75 AND U.S. HIGHWAY 40 (EXIT 63). TO REACH THE
 AA2849'STATION FROM THE OVERPASS ACCROSS INTERSTATE 75, PROCEED WEST ON U.S.
 AA2849'40 (NATIONAL RD.) FOR 0.65 MI (1.05 KM) TO THE INTERSECTION OF NORTH
 AA2849'DIXIE DRIVE.  TURN RIGHT HEADING NORTH ALONG NORTH DIXIE DRIVE FOR
 AA2849'0.95 MI (1.53 KM) TO THE JUNCTION WITH WRIGHT DRIVE ON THE LEFT.  TURN
 AA2849'LEFT HEADING WEST ALONG WRIGHT DRIVE FOR 0.25 MI (0.40 KM) TO THE
 AA2849'INTERSECTION OF MAINTENANCE ROAD ON THE RIGHT AND HANGAR DRIVE ON THE
 AA2849'LEFT.  TURN RIGHT NEADING NORTH ALONG MAINTENANCE ROAD FOR 200.0 FT
 AA2849'(61.0 M) AND THE STATION ON THE LEFT IN FRONT OF THE FLIGHT SERVICE
 AA2849'STATION. THE STATION IS LOCATED 104.0 FT (31.7 M) NORTH OF THE
 AA2849'CENTERLINE OF THE SOUTHERLY MOST ENTRANCE DRIVE TO THE FLIGHT SERVICE
 AA2849'STATION, 51.7 FT (15.8 M) WEST OF THE CENTERLINE OF MAINTENANCE DRIVE,
 AA2849'20.7 FT (6.3 M) SOUTH OF THE CENTERLINE OF THE NORTHERLY MOST ENTRANCE
 AA2849'DRIVE TO THE FLIGHT SERVICE STATION, 4.0 FT (1.2 M) EAST OF A CHAIN
 AA2849'LINK FENCE.
 AA2849
 AA2849                          STATION RECOVERY (1995)
 AA2849
 AA2849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AA2849'2.9 KM (1.80 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 AA2849'JUNCTION OF INTERSTATE HIGHWAY 70 IN VANDALIA (EXIT 61) , THENCE 1.0
 AA2849'KM (0.60 MI) WESTERLY ALONG NATIONAL ROAD (EXIT 63) , THENCE 1.5 KM
 AA2849'(0.95 MI) NORTHERLY ALONG NORTH DIXIE DRIVE, THENCE 0.4 KM (0.25 MI)
 AA2849'WESTERLY ALONG WRIGHT DRIVE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG
 AA2849'MAINTENANCE ROAD, 31.7 M (104.0 FT) NORTH OF THE CENTER OF THE SOUTH
 AA2849'ENTRANCE ROAD TO THE FLIGHT SERVICE STATION, 15.8 M (51.8 FT) WEST OF
 AA2849'THE ROAD CENTER, 8.3 M (27.2 FT) SOUTH OF THE NORTH ENTANCE ROAD TO
 AA2849'THE FLIGHT SERVICE STATION, 1.2 M (3.9 FT) EAST OF A CHAIN-LINK FENCE,
 AA2849'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE
 AA2849'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AA2849'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AA2849
 AA2849                          STATION RECOVERY (2004)
 AA2849
 AA2849'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 AA2849'RECOVERED IN GOOD CONDITION.
 AA2849
 AA2849                          STATION RECOVERY (2005)
 AA2849
 AA2849'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AA2849'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AA2849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA2850 ***********************************************************************
 AA2850  CBN         -  This is a Cooperative Base Network Control Station.
 AA2850  SACS        -  This is a Secondary Airport Control Station.
 AA2850  DESIGNATION -  DAYT B
 AA2850  PID         -  AA2850
 AA2850  STATE/COUNTY-  OH/MONTGOMERY
 AA2850  USGS QUAD   -  TIPP CITY (1992)
 AA2850
 AA2850                         *CURRENT SURVEY CONTROL
 AA2850  ___________________________________________________________________
 AA2850* NAD 83(1995)-  39 54 14.31844(N)    084 12 06.70869(W)     ADJUSTED  
 AA2850* NAVD 88     -       303.000  (meters)     994.09   (feet)  ADJUSTED  
 AA2850  ___________________________________________________________________
 AA2850  X           -     494,993.159 (meters)                     COMP
 AA2850  Y           -  -4,874,693.824 (meters)                     COMP
 AA2850  Z           -   4,069,985.586 (meters)                     COMP
 AA2850  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AA2850  ELLIP HEIGHT-         269.88  (meters)          (03/08/05) GPS OBS
 AA2850  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AA2850  DYNAMIC HT  -         302.838 (meters)     993.56  (feet)  COMP
 AA2850  MODELED GRAV-     980,083.8   (mgal)                       NAVD 88
 AA2850
 AA2850  HORZ ORDER  -  A
 AA2850  VERT ORDER  -  FIRST     CLASS II
 AA2850  ELLP ORDER  -  FOURTH    CLASS II
 AA2850
 AA2850.This mark is at James M Cox Dayton Intl Airport (DAY)
 AA2850
 AA2850.The horizontal coordinates were established by GPS observations
 AA2850.and adjusted by the National Geodetic Survey in May 1995..
 AA2850
 AA2850.The orthometric height was determined by differential leveling
 AA2850.and adjusted by the National Geodetic Survey in April 2001..
 AA2850
 AA2850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2850
 AA2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2850
 AA2850.The ellipsoidal height was determined by GPS observations
 AA2850.and is referenced to NAD 83.
 AA2850
 AA2850.The geoid height was determined by GEOID03.
 AA2850
 AA2850.The dynamic height is computed by dividing the NAVD 88
 AA2850.geopotential number by the normal gravity value computed on the
 AA2850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2850.degrees latitude (g = 980.6199 gals.).
 AA2850
 AA2850.The modeled gravity was interpolated from observed gravity values.
 AA2850
 AA2850;                    North         East     Units Scale Factor Converg.
 AA2850;SPC OH S     -   212,742.685   454,479.918   MT  0.99997697   -1 04 47.5
 AA2850;UTM  16      - 4,420,848.289   739,199.327   MT  1.00030444   +1 47 45.1
 AA2850
 AA2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2850!SPC OH S     -   0.99995766  x   0.99997697  =   0.99993463
 AA2850!UTM  16      -   0.99995766  x   1.00030444  =   1.00026209
 AA2850
 AA2850|---------------------------------------------------------------------|
 AA2850| PID    Reference Object                     Distance      Geod. Az  |
 AA2850|                                                           dddmmss.s |
 AA2850| AA2849 DAYT A                              269.261 METERS 29659     |
 AA2850|---------------------------------------------------------------------|
 AA2850
 AA2850                          SUPERSEDED SURVEY CONTROL
 AA2850
 AA2850  NAD 83(1995)-  39 54 14.31868(N)    084 12 06.71005(W) AD(       ) A
 AA2850  ELLIP H (05/10/95)  270.02   (m)                       GP(       ) 3 2
 AA2850  NAVD 88 (05/10/95)  303.00   (m)          994.1    (f) LEVELING    3  
 AA2850
 AA2850.Superseded values are not recommended for survey control.
 AA2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2850.See file dsdata.txt to determine how the superseded data were derived.
 AA2850
 AA2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3919920848(NAD 83)
 AA2850_MARKER: I = METAL ROD
 AA2850_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA2850_STAMPING: DAYT B 1994
 AA2850_MARK LOGO: NGS   
 AA2850_PROJECTION: FLUSH
 AA2850_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2850+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1997
 AA2850_ROD/PIPE-DEPTH: 8.2  meters
 AA2850_SLEEVE-DEPTH  : 1.0 meters
 AA2850
 AA2850  HISTORY     - Date     Condition        Report By
 AA2850  HISTORY     - 1994     MONUMENTED       NGS
 AA2850  HISTORY     - 19940805 GOOD             NOS
 AA2850  HISTORY     - 19950223 GOOD             NGS
 AA2850  HISTORY     - 19951023 GOOD             NGS
 AA2850  HISTORY     - 19970821 GOOD             NGS
 AA2850
 AA2850                          STATION DESCRIPTION
 AA2850
 AA2850'DESCRIBED BY NATIONAL OCEAN SERVICE 1994
 AA2850'THE STATION IS LOCATED IN VANDALIA AT THE EAST EDGE OF THE DAYTON
 AA2850'INTERNATIONAL AIRPORT AND NEAR RUNWAY END 24L, WHICH IS ABOUT 1.5 MI
 AA2850'(2.4 KM) NORTH-NORTHWEST OF THE INTERSECTION OF INTERSTATE HIGHWAY 75
 AA2850'AND U.S. HIGHWAY 40 (EXIT 63).  FOR ACCESS TO THE STATION CONTACT THE
 AA2850'AIRPORT SECURITY OFFICE, DEPT OF AVIATION, DAYTON INTERNATIONAL
 AA2850'AIRPORT, VANDALIA, OH 45377.  PHONE--(513) 454-8227. TO REACH THE
 AA2850'STATION FROM THE OVERPASS ACCROSS INTERSTATE 75, PROCEED WEST ON U.S.
 AA2850'40 (NATIONAL RD.) FOR 0.65 MI (1.05 KM) TO THE INTERSECTION OF NORTH
 AA2850'DIXIE DRIVE.  TURN RIGHT HEADING NORTH ALONG NORTH DIXIE DRIVE FOR
 AA2850'0.95 MI (1.53 KM) TO THE JUNCTION WITH WRIGHT DRIVE ON THE LEFT.  TURN
 AA2850'LEFT HEADING WEST ALONG WRIGHT DRIVE FOR 0.15 MI (0.24 KM) TO A GATE
 AA2850'ON THE LEFT.  TURN LEFT AND PASS THRU THE GATE BEARING LEFT AROUND
 AA2850'CONCRETE LOADING RAMP FOR APPROX 150 FT (45.7 M) TO THE STATION ON THE
 AA2850'LEFT JUST SOUTH OF A FENCE CORNER. THE STATION IS LOCATED 115.4 FT
 AA2850'(35.2 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE LOADING
 AA2850'RAMP, 107.1 FT (32.6 M) EAST OF THE CENTERLINE OF THE ASPHALT ROAD
 AA2850'LEADING TO THE LOADING RAMP, 19.5 FT (5.9 M) SOUTH OF A CHAIN LINK
 AA2850'FENCE CORNER AND 18.6 FT (5.7 M) SOUTH OF A CARSONITE WITNESS POST.
 AA2850
 AA2850                          STATION RECOVERY (1995)
 AA2850
 AA2850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AA2850'2.9 KM (1.80 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 AA2850'JUNCTION OF INTERSTATE HIGHWAY 70 IN VANDALIA (EXIT 61) , THENCE 1.0
 AA2850'KM (0.60 MI) WESTERLY ALONG NATIONAL ROAD (EXIT 63) , THENCE 1.5 KM
 AA2850'(0.95 MI) NORTHERLY ALONG NORTH DIXIE DRIVE, THENCE 0.2 KM (0.10 MI)
 AA2850'WESTERLY ALONG WRIGHT DRIVE, 59.0 M (193.6 FT) SOUTH OF THE DRIVE
 AA2850'CENTERLINE, 35.2 M (115.5 FT) SOUTHEAST OF THE NORTHEAST CORNER OF A
 AA2850'LOADING RAMP, 32.6 M (107.0 FT) EAST OF THE CENTER OF A PAVED ROAD
 AA2850'LEADING TO THE RAMP, 5.9 M (19.4 FT) SOUTH OF A CHAIN-LINK FENCE
 AA2850'CORNER, 5.7 M (18.7 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AA2850'BELOW THE LEVEL OF THE DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS
 AA2850'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AA2850'SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON PROPERTY OWNED BY
 AA2850'THE JAMES M COX DAYTON INTERNATIONAL AIRPORT.  TO GAIN ACCESS TO THE
 AA2850'MONUMENT COMTACT THE SECURITY OFFICE AT THE AIRPORT TERMINAL.
 AA2850'TELEPHONE NUMBER (513) 898 3919.
 AA2850
 AA2850                          STATION RECOVERY (1995)
 AA2850
 AA2850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AA2850'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) NORTH OF DAYTON, 1 KM
 AA2850'(0.60 MI) WEST-NORTHWEST OF VANDALIA AT THE JAMES M.  COX-DAYTON
 AA2850'INTERNATIONAL AIRPORT, NEAR RUNWAY END 24L AND THE EAST EDGE OF THE
 AA2850'AIRFIELD, ADJACENT TO A GRASS PARKING LOT, AND JUST EAST OF THE
 AA2850'MAINTENANCE BUILDING.  OWNERSHIP--CITY OF DAYTON, DEPARTMENT OF
 AA2850'AVIATION, 3848 WRIGHT DRIVE, DAYTON, OH.  45377.  DOUGLAS L.  WARNER
 AA2850'IS AIRPORT FIELD MAINTENANCE SUPERVISOR II.  PHONE 513-454-8228.
 AA2850'CONTACT HIM AT LEAST ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT TO
 AA2850'THIS STATION.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 AA2850'U.S.  HIGHWAY 40 (NATIONAL ROAD) , (EXIT 63) , GO WEST ON HIGHWAY 40
 AA2850'FOR 1.05 KM (0.65 MI) TO THE INTERSECTION OF U.S.  HIGHWAY 25 (NORTH
 AA2850'DIXIE DRIVE) IN VANDALIA.  TURN RIGHT, NORTH, ON NORTH DIXIE DRIVE FOR
 AA2850'1.53 KM (0.95 MI) TO THE JUNCTION OF WRIGHT DRIVE ON THE LEFT.  TURN
 AA2850'LEFT, WEST, ON WRIGHT DRIVE FOR 0.24 KM (0.15 MI) TO A LOCKED GATE ON
 AA2850'THE LEFT.  TURN LEFT, SOUTH, PASSING THROUGH THE GATE, THEN BEAR LEFT,
 AA2850'SOUTHEAST, AROUND A CONCRETE LOADING RAMP FOR ABOUT 50 M (164.0 FT) TO
 AA2850'THE STATION ON THE LEFT JUST SOUTH OF A FENCE CORNER.  THE STATION IS
 AA2850'A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED
 AA2850'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM (5.0 IN) PVC PIPE WITH A LOGO
 AA2850'CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 59.0 M
 AA2850'(193.6 FT) SOUTH OF, AND 0.3 M (1.0 FT) LOWER THAN THE CENTER OF
 AA2850'WRIGHT DRIVE, 35.2 M (115.5 FT) SOUTHEAST OF THE NORTHEAST CORNER OF
 AA2850'THE LOADING RAMP, 32.6 M (107.0 FT) EAST OF THE CENTER OF A PAVED ROAD
 AA2850'LEADING TO THE RAMP, 5.9 M (19.4 FT) SOUTH OF A CHAIN-LINK FENCE
 AA2850'CORNER, AND 5.7 M (18.7 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 AA2850'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5 IN LOGO CAP.
 AA2850
 AA2850                          STATION RECOVERY (1997)
 AA2850
 AA2850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA2850'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2964 ***********************************************************************
 JZ2964  DESIGNATION -  DAYTON
 JZ2964  PID         -  JZ2964
 JZ2964  STATE/COUNTY-  OH/MONTGOMERY
 JZ2964  USGS QUAD   -  MIAMISBURG (1987)
 JZ2964
 JZ2964                         *CURRENT SURVEY CONTROL
 JZ2964  ___________________________________________________________________
 JZ2964* NAD 83(1995)-  39 44 39.94835(N)    084 16 05.63737(W)     ADJUSTED  
 JZ2964* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 JZ2964  ___________________________________________________________________
 JZ2964  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 JZ2964  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JZ2964
 JZ2964  HORZ ORDER  -  FIRST
 JZ2964
 JZ2964.The horizontal coordinates were established by classical geodetic methods
 JZ2964.and adjusted by the National Geodetic Survey in April 1998..
 JZ2964
 JZ2964.The orthometric height was scaled from a topographic map.
 JZ2964
 JZ2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2964
 JZ2964.The geoid height was determined by GEOID03.
 JZ2964
 JZ2964;                    North         East     Units Scale Factor Converg.
 JZ2964;SPC OH S     -   195,141.001   448,458.794   MT  0.99995561   -1 07 19.1
 JZ2964;UTM  16      - 4,402,961.189   734,066.198   MT  1.00027455   +1 44 50.6
 JZ2964
 JZ2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2964!SPC OH S     -   0.99995833  x   0.99995561  =   0.99991394
 JZ2964!UTM  16      -   0.99995833  x   1.00027455  =   1.00023287
 JZ2964
 JZ2964:                Primary Azimuth Mark                     Grid Az
 JZ2964:SPC OH S     -  DAYTON AZ MK NEW                         034 19 18.6
 JZ2964:UTM  16      -  DAYTON AZ MK NEW                         031 27 08.9
 JZ2964
 JZ2964|---------------------------------------------------------------------|
 JZ2964| PID    Reference Object                     Distance      Geod. Az  |
 JZ2964|                                                           dddmmss.s |
 JZ2964| CC8584 DAYTON AZ MK NEW                                   0331159.5 |
 JZ2964| CC8583 DAYTON AZ MK RESET                                 0331201.2 |
 JZ2964| CC8582 DAYTON AZ MK                                       0331854.7 |
 JZ2964| JZ2967 NATIONAL MEMORIAL HOME STACK        APPROX. 0.8 KM 0960503.7 |
 JZ2964| AD9195 DAYTON RM 1                          31.300 METERS 11814     |
 JZ2964| JZ2957 DAYTON SILVER STANDPIPE             APPROX. 1.9 KM 1280145.9 |
 JZ2964| CC8585 DAYTON RM 2                          30.231 METERS 19321     |
 JZ2964|---------------------------------------------------------------------|
 JZ2964
 JZ2964                          SUPERSEDED SURVEY CONTROL
 JZ2964
 JZ2964  NAD 83(1986)-  39 44 39.95631(N)    084 16 05.64477(W) AD(       ) 1
 JZ2964  NAD 27      -  39 44 39.75700(N)    084 16 05.85200(W) AD(       ) 1
 JZ2964
 JZ2964.Superseded values are not recommended for survey control.
 JZ2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2964.See file dsdata.txt to determine how the superseded data were derived.
 JZ2964
 JZ2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3406602961(NAD 83)
 JZ2964_MARKER: DS = TRIANGULATION STATION DISK
 JZ2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2964_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ2964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2964+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 JZ2964
 JZ2964  HISTORY     - Date     Condition        Report By
 JZ2964  HISTORY     - 1938     MONUMENTED       CGS
 JZ2964  HISTORY     - 1939     GOOD             CGS
 JZ2964  HISTORY     - 1946     GOOD             CGS
 JZ2964  HISTORY     - 1960     GOOD             CGS
 JZ2964  HISTORY     - 1961     GOOD             CGS
 JZ2964  HISTORY     - 1965     GOOD             AMS
 JZ2964  HISTORY     - 1967     GOOD             OH2090
 JZ2964  HISTORY     - 20030729 GOOD             GEOCAC
 JZ2964
 JZ2964                          STATION DESCRIPTION
 JZ2964
 JZ2964'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ2964'LOCATED ABOUT 3.5 MILES WEST BY SOUTH OF THE POST OFFICE IN DAYTON,
 JZ2964'0.7 MILE WEST OF THE CORPORTATION LINE, ON THE GROUNDS OF THE
 JZ2964'NATIONAL MILITARY HOME. THE MARK IS SET ON THE HIGHEST PART OF A
 JZ2964'KNOLL ABOUT 450 PACES NORTHWEST OF THE NEW HOSPITAL BUILDING,
 JZ2964'52 FEET EAST OF THE CENTER LINE OF MACADAM ROAD WHICH BORDERS THE
 JZ2964'GROUNDS ON THE WEST, 29 FEET EAST OF THE HEDGE ROW, 27 FEET
 JZ2964'NORTHWEST OF A 30 INCH ELM TREE, 26 FEET SOUTHWEST OF A 20 INCH ELM
 JZ2964'TREE. THE MARK IS FLUSH WITH THE GROUND.
 JZ2964'
 JZ2964'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JZ2964'DISKS SET IN CONCRETE.
 JZ2964'
 JZ2964'R.M. NO. 1 IS 102.67 FEET (31.293 METERS) SOUTHEAST OF THE STATION,
 JZ2964'27 FEET SOUTHWEST OF A 24 INCH ELM TREE, 24 FEET NORTHEAST OF A
 JZ2964'30 INCH ELM TREE. MARK PROJECTS 2 INCHES.
 JZ2964'
 JZ2964'R.M. NO. 2 IS 99.18 FEET (30.229 METERS) SOUTH SOUTHWEST OF THE
 JZ2964'STATION, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 22 FEET WEST
 JZ2964'OF A LARGE ELM TREE, 1 FOOT EAST OF THE HEDGE ROW. MARK PROJECTS 2
 JZ2964'INCHES. DISTANCE BETWEEN MARKS IS 37.505 METERS.
 JZ2964'
 JZ2964'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHEAST OF THE STATION
 JZ2964'ACROSS THE GROUNDS. MARK IS A STANDARD DISK SET ON THE TOP OF A
 JZ2964'CONCRETE POST OF THE WALL ON THE NORTH EDGE OF THE GROUNDS, NEAR A
 JZ2964'FOOT PATH CROSSING THE WALL AND ABOUT 20 FEET WEST OF A TELEPHONE
 JZ2964'POLE.
 JZ2964'
 JZ2964'TO REACH THE STATION FROM DAYTON GO WESTWARD ON ROUTE 35 TO THE
 JZ2964'ENTRANCE OF THE MILITARY HOME, TURN LEFT THROUGH THE ENTRANCE AND
 JZ2964'CONTINUE WESTWARD THROUGH THE GROUNDS TO THE STATION. MAY BE REACHED
 JZ2964'BY GOING WESTWARD ON ROUTE 4 TO THE SOUTH ENTRANCE TO THE NATIONAL
 JZ2964'MILITARY GROUNDS, TURN RIGHT AND CONTINUE NORTHWEST THROUGH THE
 JZ2964'GROUNDS TO THE NORTH SIDE OF THE BUILDINGS AND THE STATION.
 JZ2964'
 JZ2964'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JZ2964
 JZ2964                          STATION RECOVERY (1939)
 JZ2964
 JZ2964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ2964'THIS STATION WAS RECOVERED AS DESCRIBED WITH FOLLOWING EXCEPTIONS-
 JZ2964'
 JZ2964'THE MARKS WERE FOUND IN GOOD CONDITION. THE DISTANCES TO THE
 JZ2964'REFERENCE MARKS CHECKED. THE HEDGE ROW MENTION IN THE
 JZ2964'DESCRIPTION HAS BEEN REMOVED AND REPLACED BY A 6 FOOT WIRE FENCE. THE
 JZ2964'STATION IS 25 FEET EAST OF THE FENCE.
 JZ2964'
 JZ2964'THE CONCRETE WALL IN WHICH THE AZIMUTH MARK IS SET IS BEING
 JZ2964'DESTROYED. THE MARK WAS NOT REPLACED, BUT THE AZIMUTH OF A VG
 JZ2964'STANDPIPE NORTHEAST OF THE STATION WAS DETERMINED. IT IS THE TALLER
 JZ2964'OF FOUR STANDPIPES, IN THE NORTH PART OF DAYTON.  POINT OBSERVED UPON
 JZ2964'IS BALL FINIAL. STANDPIPES ARE KNOWN AS THE UPPER DAYTON VIEW
 JZ2964'MUNICIPAL STANDPIPES.
 JZ2964'
 JZ2964'THE DIRECTION TO R. M. NO. 1 DID NOT CHECK BY 10 DEGREES.
 JZ2964
 JZ2964                          STATION RECOVERY (1946)
 JZ2964
 JZ2964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (GBG)
 JZ2964'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AS DESCRIBED IN GOOD
 JZ2964'CONDITION.
 JZ2964
 JZ2964                          STATION RECOVERY (1960)
 JZ2964
 JZ2964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ELH)
 JZ2964'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 JZ2964'DESCRIBED IN 1939. MR. RAY Q. BUMGARNER, MANAGER OF THE VETERANS
 JZ2964'ADMINISTRATION REPORTED THAT THE DAYTON AZIMUTH MARK WOULD BE
 JZ2964'DESTROYED OR LOST WHEN THE CONCRETE WALL WAS REMOVED BY THE STATE
 JZ2964'HIGHWAY DEPARTMENT. A NEW MARK WAS ESTABLISHED ON LINE TO THE
 JZ2964'STATION. A NEW DESCRIPTION FOLLOWS.
 JZ2964'
 JZ2964'THE STATION IS LOCATED ABOUT 3.5 MILES WEST BY SOUTH OF THE DAYTON
 JZ2964'POST OFFICE AND ON THE GROUNDS OF THE VETERANS ADMINISTRATION
 JZ2964'CENTER. IT IS ON A SLIGHT KNOLL IN THE WESTERN SECTION OF THE
 JZ2964'NATIONAL MILITARY HOME, ABOUT 0.1 MILE NORTHWEST OF THE
 JZ2964'NORTHWEST CORNER OF A LARGE HOSPITAL BUILDING, 0.05 MILE SOUTH OF THE
 JZ2964'NORTHWEST PROPERTY CORNER OF THE NATIONAL MILITARY HOME AND 24.6
 JZ2964'FEET EAST OF A 6 FOOT WIRE FENCE AND WEST PROPERTY LINE. THE MARK IS
 JZ2964'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED DAYTON 1938.
 JZ2964'
 JZ2964'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, AND IN AN OPEN
 JZ2964'AREA. (THE TREES MENTIONED IN THE 1938 DESCRIPTION HAVE ALL BEEN
 JZ2964'REMOVED, BUT THERE ARE SOME VERY YOUNG TREES JUST RECENTLY PLANTED.)
 JZ2964'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED DAYTON
 JZ2964'NO. 1 1938.
 JZ2964'
 JZ2964'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION. IT IS IN THE WEST
 JZ2964'PROPERTY LINE FENCE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 JZ2964'STAMPED DAYTON NO. 2 1938.
 JZ2964'
 JZ2964'THE AZIMUTH MARK IS NORTHEAST OF THE STATION, 75 FEET SOUTH OF THE
 JZ2964'NORTH PROPERTY LINE FENCE OF THE VETERANS ADMINISTRATION
 JZ2964'CENTER AND 3 FEET NORTH OF THE NORTH CURB OF MCMAHON AVENUE. THE MARK
 JZ2964'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED DAYTON 1938 RESET
 JZ2964'1960. (THIS MARK IS 90.5 FEET SOUTHWEST OF THE LOCATION OF THE 1938
 JZ2964'AZIMUTH MARK.)
 JZ2964'
 JZ2964'THE 1938 DESCRIPTION TO REACH THE STATION IS ADEQUATE AND CORRECT.
 JZ2964'
 JZ2964'NOTE- THE ANGLE (REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2) DOES
 JZ2964'CHECK THE 1939 OBSERVATIONS, AND THE 1938 OBSERVATION IS
 JZ2964'IN ERROR BY TEN (10) DEGREES.
 JZ2964
 JZ2964                          STATION RECOVERY (1961)
 JZ2964
 JZ2964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WL)
 JZ2964'STATION MARK WAS FOUND IN GOOD CONDITION.
 JZ2964'
 JZ2964'AZIMUTH (RESET) WAS FOUND IN GOOD CONDITION.
 JZ2964
 JZ2964                          STATION RECOVERY (1965)
 JZ2964
 JZ2964'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965 (O)
 JZ2964'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD
 JZ2964'CONDITION.  ROUTE DESCRIPTION ADEQUATE.
 JZ2964'
 JZ2964'UPPER DAYTON VIEW STANDPIPE (PREVIOUS AZIMUTH MARK) DID NOT CHECK, AS
 JZ2964'4 STANDPIPES ARE NO LONGER VISIBLE.  A LARGE WATER TANK S OF THE
 JZ2964'STANDPIPES PROBABLY BLOCKS LINE OF SIGHT.  ASTRO AZIMUTH WAS
 JZ2964'OBSERVED TO THIS TANK.  ANGLE FROM REF. MKS. TO DAYTON SOLDIERS HOME
 JZ2964'STACK DOES NOT CHECK.  NOTHING PRESENTLY V.G. FROM ORIGINAL SURVEY
 JZ2964'THAT CAN BE USED FOR AZIMUTH CONTROL.
 JZ2964
 JZ2964                          STATION RECOVERY (1967)
 JZ2964
 JZ2964'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ2964'DAYTON 1938 RECOVERED GOOD.
 JZ2964'
 JZ2964'AZ MK 50 FEET PLUS OR MINUS W OF APPARENT CENTERLINE MIA AVE
 JZ2964'EXTENDED SOUTHWARDLY (SUGGESTED ADDITIONAL TIE-IN)
 JZ2964'
 JZ2964'ALSO FOUND REF MKS NO. 1 AND NO. 2.
 JZ2964
 JZ2964                          STATION RECOVERY (2003)
 JZ2964
 JZ2964'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ2964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2936 ***********************************************************************
 JZ2936  DESIGNATION -  DAYTON APT FLASHING GREEN BCN
 JZ2936  PID         -  JZ2936
 JZ2936  STATE/COUNTY-  OH/MONTGOMERY
 JZ2936  USGS QUAD   -  TIPP CITY (1992)
 JZ2936
 JZ2936                         *CURRENT SURVEY CONTROL
 JZ2936  ___________________________________________________________________
 JZ2936* NAD 83(1995)-  39 53 52.60154(N)    084 11 59.09238(W)     ADJUSTED  
 JZ2936* NAVD 88     -                                                        
 JZ2936  ___________________________________________________________________
 JZ2936  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 JZ2936  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JZ2936
 JZ2936  HORZ ORDER  -  THIRD
 JZ2936
 JZ2936.The horizontal coordinates were established by classical geodetic methods
 JZ2936.and adjusted by the National Geodetic Survey in April 1998..
 JZ2936
 JZ2936
 JZ2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2936
 JZ2936.The geoid height was determined by GEOID03.
 JZ2936
 JZ2936;                    North         East     Units Scale Factor Converg.
 JZ2936;SPC OH S     -   212,069.610   454,648.190   MT  0.99997602   -1 04 42.7
 JZ2936;UTM  16      - 4,420,184.286   739,401.221   MT  1.00030563   +1 47 49.2
 JZ2936
 JZ2936                          SUPERSEDED SURVEY CONTROL
 JZ2936
 JZ2936  NAD 83(1986)-  39 53 52.61121(N)    084 11 59.09680(W) AD(       ) 4
 JZ2936  NAD 27      -  39 53 52.41500(N)    084 11 59.30500(W) AD(       ) 3
 JZ2936
 JZ2936.Superseded values are not recommended for survey control.
 JZ2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2936.See file dsdata.txt to determine how the superseded data were derived.
 JZ2936
 JZ2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3940120184(NAD 83)
 JZ2936_MARKER: 21 = AIRPORT BEACON
 JZ2936
 JZ2936  HISTORY     - Date     Condition        Report By
 JZ2936  HISTORY     - 1938     FIRST OBSERVED   CGS
 JZ2936  HISTORY     - 20051013 MARK NOT FOUND   INDIV
 JZ2936
 JZ2936                          STATION DESCRIPTION
 JZ2936
 JZ2936'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 JZ2936'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 JZ2936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2966 ***********************************************************************
 JZ2966  DESIGNATION -  DAYTON NAT MEMORIAL HOME SPIPE
 JZ2966  PID         -  JZ2966
 JZ2966  STATE/COUNTY-  OH/MONTGOMERY
 JZ2966  USGS QUAD   -  MIAMISBURG (1987)
 JZ2966
 JZ2966                         *CURRENT SURVEY CONTROL
 JZ2966  ___________________________________________________________________
 JZ2966* NAD 83(1995)-  39 44 25.75685(N)    084 15 36.48332(W)     ADJUSTED  
 JZ2966* NAVD 88     -                                                        
 JZ2966  ___________________________________________________________________
 JZ2966  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 JZ2966  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JZ2966
 JZ2966  HORZ ORDER  -  THIRD
 JZ2966
 JZ2966.The horizontal coordinates were established by classical geodetic methods
 JZ2966.and adjusted by the National Geodetic Survey in April 1998..
 JZ2966
 JZ2966
 JZ2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2966
 JZ2966.The geoid height was determined by GEOID03.
 JZ2966
 JZ2966;                    North         East     Units Scale Factor Converg.
 JZ2966;SPC OH S     -   194,689.855   449,144.221   MT  0.99995518   -1 07 00.6
 JZ2966;UTM  16      - 4,402,544.787   734,773.576   MT  1.00027864   +1 45 08.7
 JZ2966
 JZ2966                          SUPERSEDED SURVEY CONTROL
 JZ2966
 JZ2966  NAD 83(1986)-  39 44 25.76559(N)    084 15 36.48771(W) AD(       ) 4
 JZ2966  NAD 27      -  39 44 25.57000(N)    084 15 36.70000(W) AD(       ) 3
 JZ2966
 JZ2966.Superseded values are not recommended for survey control.
 JZ2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2966.See file dsdata.txt to determine how the superseded data were derived.
 JZ2966
 JZ2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3477402545(NAD 83)
 JZ2966_MARKER: 52 = STANDPIPE TANK
 JZ2966
 JZ2966  HISTORY     - Date     Condition        Report By
 JZ2966  HISTORY     - 1938     FIRST OBSERVED   CGS
 JZ2966  HISTORY     - 20030729 MARK NOT FOUND   GEOCAC
 JZ2966
 JZ2966                          STATION DESCRIPTION
 JZ2966
 JZ2966'DESCRIBED BY GEOCACHING 2003 (WJR)
 JZ2966'THERE IS NO STANDPIPE HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9195 ***********************************************************************
 AD9195  DESIGNATION -  DAYTON RM 1
 AD9195  PID         -  AD9195
 AD9195  STATE/COUNTY-  OH/MONTGOMERY
 AD9195  USGS QUAD   -  MIAMISBURG (1987)
 AD9195
 AD9195                         *CURRENT SURVEY CONTROL
 AD9195  ___________________________________________________________________
 AD9195* NAD 83(1995)-  39 44 39.46824(N)    084 16 04.47912(W)     ADJUSTED  
 AD9195* NAVD 88     -       298.9    (meters)     981.     (feet)  GPS OBS   
 AD9195  ___________________________________________________________________
 AD9195  X           -     490,507.345 (meters)                     COMP
 AD9195  Y           -  -4,886,556.236 (meters)                     COMP
 AD9195  Z           -   4,056,365.778 (meters)                     COMP
 AD9195  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AD9195  ELLIP HEIGHT-         265.65  (meters)          (10/07/05) GPS OBS
 AD9195  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AD9195
 AD9195  HORZ ORDER  -  FIRST
 AD9195  ELLP ORDER  -  FOURTH    CLASS I
 AD9195
 AD9195.The horizontal coordinates were established by GPS observations
 AD9195.and adjusted by the National Geodetic Survey in September 1997..
 AD9195
 AD9195.The orthometric height was determined by GPS observations and a
 AD9195.high-resolution geoid model.
 AD9195
 AD9195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9195
 AD9195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9195
 AD9195.The ellipsoidal height was determined by GPS observations
 AD9195.and is referenced to NAD 83.
 AD9195
 AD9195.The geoid height was determined by GEOID03.
 AD9195
 AD9195;                    North         East     Units Scale Factor Converg.
 AD9195;SPC OH S     -   195,125.657   448,486.074   MT  0.99995559   -1 07 18.4
 AD9195;UTM  16      - 4,402,947.226   734,094.221   MT  1.00027472   +1 44 51.3
 AD9195
 AD9195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9195!SPC OH S     -   0.99995833  x   0.99995559  =   0.99991392
 AD9195!UTM  16      -   0.99995833  x   1.00027472  =   1.00023303
 AD9195
 AD9195                          SUPERSEDED SURVEY CONTROL
 AD9195
 AD9195  ELLIP H (09/11/97)  265.73   (m)                       GP(       ) 4 1
 AD9195
 AD9195.Superseded values are not recommended for survey control.
 AD9195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9195.See file dsdata.txt to determine how the superseded data were derived.
 AD9195
 AD9195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3409402947(NAD 83)
 AD9195_MARKER: DB = BENCH MARK DISK
 AD9195_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AD9195_STAMPING: DAYTON REF NO 1 1935
 AD9195_MARK LOGO: CGS   
 AD9195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD9195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9195+STABILITY: SURFACE MOTION
 AD9195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD9195+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1996
 AD9195
 AD9195  HISTORY     - Date     Condition        Report By
 AD9195  HISTORY     - 1938     MONUMENTED       CGS
 AD9195  HISTORY     - 19961202 GOOD             WOOLPT
 AD9195
 AD9195                          STATION DESCRIPTION
 AD9195
 AD9195'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AD9195'DESCRIBED BY WOOLPERT 1996 TO REACH THE STATION FROM DAYTON GO WEST
 AD9195'ALONG RT 35 FOR ABOUT 3.0 MI (4.8 KM) TO THE ENTRANCE OF THE MILITARY
 AD9195'HOME, TURN LEFT THROUGH THE ENTRANCE AND CONTINUE WESTWARD THROUGH THE
 AD9195'GROUNDS TO THE STATION. STATION IS A BRONZE DISK IN CONCRETE INSCRIBED
 AD9195'U.S. COAST AND GEODETIC SURVEY, STAMPED DAYTON NO. 1 1938, AND IS
 AD9195'FLUSH WITH THE SURFACE OF THE GROUND. STATION IS LOCATED 31.2 M (102.4
 AD9195'FT) SOUTHEAST OF TRIANGULATION STATION-DAYTON, 120.0 FT (36.6 M)
 AD9195'SOUTHWEST FROM THE SOUTHWEST CORNER OF THE CHAIN-LINK FENCE
 AD9195'SURROUNDING THE SUB STATION, AND 105.0 FT (32.0 M) EAST OF THE WEST
 AD9195'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2957 ***********************************************************************
 JZ2957  DESIGNATION -  DAYTON SILVER STANDPIPE
 JZ2957  PID         -  JZ2957
 JZ2957  STATE/COUNTY-  OH/MONTGOMERY
 JZ2957  USGS QUAD   -  MIAMISBURG (1987)
 JZ2957
 JZ2957                         *CURRENT SURVEY CONTROL
 JZ2957  ___________________________________________________________________
 JZ2957* NAD 83(1995)-  39 44 02.38866(N)    084 15 03.44542(W)     ADJUSTED  
 JZ2957* NAVD 88     -                                                        
 JZ2957  ___________________________________________________________________
 JZ2957  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 JZ2957  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JZ2957
 JZ2957  HORZ ORDER  -  THIRD
 JZ2957
 JZ2957.The horizontal coordinates were established by classical geodetic methods
 JZ2957.and adjusted by the National Geodetic Survey in April 1998..
 JZ2957
 JZ2957
 JZ2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2957
 JZ2957.The geoid height was determined by GEOID03.
 JZ2957
 JZ2957;                    North         East     Units Scale Factor Converg.
 JZ2957;SPC OH S     -   193,954.020   449,916.698   MT  0.99995448   -1 06 39.7
 JZ2957;UTM  16      - 4,401,848.314   735,582.181   MT  1.00028332   +1 45 29.0
 JZ2957
 JZ2957                          SUPERSEDED SURVEY CONTROL
 JZ2957
 JZ2957  NAD 83(1986)-  39 44 02.39659(N)    084 15 03.45302(W) AD(       ) 4
 JZ2957  NAD 27      -  39 44 02.19500(N)    084 15 03.66300(W) AD(       ) 3
 JZ2957
 JZ2957.Superseded values are not recommended for survey control.
 JZ2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2957.See file dsdata.txt to determine how the superseded data were derived.
 JZ2957
 JZ2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3558201848(NAD 83)
 JZ2957_MARKER: 52 = STANDPIPE TANK
 JZ2957
 JZ2957  HISTORY     - Date     Condition        Report By
 JZ2957  HISTORY     - 1938     FIRST OBSERVED   CGS
 JZ2957  HISTORY     - 20030729 MARK NOT FOUND   GEOCAC
 JZ2957
 JZ2957                          STATION DESCRIPTION
 JZ2957
 JZ2957'DESCRIBED BY GEOCACHING 2003 (WJR)
 JZ2957'THERE IS NO STANDPIPE HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2963 ***********************************************************************
 JZ2963  DESIGNATION -  DAYTON VETERANS HOSP CHAPEL
 JZ2963  PID         -  JZ2963
 JZ2963  STATE/COUNTY-  OH/MONTGOMERY
 JZ2963  USGS QUAD   -  MIAMISBURG (1987)
 JZ2963
 JZ2963                         *CURRENT SURVEY CONTROL
 JZ2963  ___________________________________________________________________
 JZ2963* NAD 83(1995)-  39 44 36.82629(N)    084 15 27.46917(W)     ADJUSTED  
 JZ2963* NAVD 88     -                                                        
 JZ2963  ___________________________________________________________________
 JZ2963  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 JZ2963  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JZ2963
 JZ2963  HORZ ORDER  -  THIRD
 JZ2963
 JZ2963.The horizontal coordinates were established by classical geodetic methods
 JZ2963.and adjusted by the National Geodetic Survey in April 1998..
 JZ2963
 JZ2963
 JZ2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2963
 JZ2963.The geoid height was determined by GEOID03.
 JZ2963
 JZ2963;                    North         East     Units Scale Factor Converg.
 JZ2963;SPC OH S     -   195,026.994   449,365.442   MT  0.99995551   -1 06 54.9
 JZ2963;UTM  16      - 4,402,892.690   734,977.710   MT  1.00027982   +1 45 14.9
 JZ2963
 JZ2963                          SUPERSEDED SURVEY CONTROL
 JZ2963
 JZ2963  NAD 83(1986)-  39 44 36.83446(N)    084 15 27.47517(W) AD(       ) 4
 JZ2963  NAD 27      -  39 44 36.64000(N)    084 15 27.68000(W) AD(       ) 3
 JZ2963
 JZ2963.Superseded values are not recommended for survey control.
 JZ2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2963.See file dsdata.txt to determine how the superseded data were derived.
 JZ2963
 JZ2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3497802893(NAD 83)
 JZ2963_MARKER: 90 = CHURCH SPIRE
 JZ2963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ2963+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 JZ2963
 JZ2963  HISTORY     - Date     Condition        Report By
 JZ2963  HISTORY     - 1938     FIRST OBSERVED   CGS
 JZ2963  HISTORY     - 20030729 GOOD             GEOCAC
 JZ2963
 JZ2963                          STATION DESCRIPTION
 JZ2963
 JZ2963'DESCRIBED BY GEOCACHING 2003 (WJR)
 JZ2963'THIS IS NOW CALLED THE PROTESTANT CHAPEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1434 ***********************************************************************
 JY1434  DESIGNATION -  DAZIER
 JY1434  PID         -  JY1434
 JY1434  STATE/COUNTY-  OH/FAIRFIELD
 JY1434  USGS QUAD   -  STOUTSVILLE (1992)
 JY1434
 JY1434                         *CURRENT SURVEY CONTROL
 JY1434  ___________________________________________________________________
 JY1434* NAD 83(1995)-  39 34 38.95989(N)    082 45 44.72462(W)     ADJUSTED  
 JY1434* NAVD 88     -       363.85   (+/-2cm)    1193.7    (feet)  VERTCON   
 JY1434  ___________________________________________________________________
 JY1434  X           -     620,216.425 (meters)                     COMP
 JY1434  Y           -  -4,883,757.949 (meters)                     COMP
 JY1434  Z           -   4,042,148.090 (meters)                     COMP
 JY1434  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 JY1434  ELLIP HEIGHT-         329.27  (meters)          (10/07/05) GPS OBS
 JY1434  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JY1434
 JY1434  HORZ ORDER  -  FIRST
 JY1434  VERT ORDER  -  THIRD ? (See Below)
 JY1434  ELLP ORDER  -  FOURTH    CLASS I
 JY1434
 JY1434.The horizontal coordinates were established by classical geodetic methods
 JY1434.and adjusted by the National Geodetic Survey in April 1998..
 JY1434
 JY1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1434.The vertical order pertains to the NGVD 29 superseded value.
 JY1434
 JY1434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1434
 JY1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1434
 JY1434.The ellipsoidal height was determined by GPS observations
 JY1434.and is referenced to NAD 83.
 JY1434
 JY1434.The geoid height was determined by GEOID03.
 JY1434
 JY1434;                    North         East     Units Scale Factor Converg.
 JY1434;SPC OH S     -   175,155.752   577,454.491   MT  0.99994157   -0 09 59.4
 JY1434;UTM  17      - 4,382,347.829   348,632.421   MT  0.99988209   -1 07 23.1
 JY1434
 JY1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1434!SPC OH S     -   0.99994834  x   0.99994157  =   0.99988992
 JY1434!UTM  17      -   0.99994834  x   0.99988209  =   0.99983044
 JY1434
 JY1434:                Primary Azimuth Mark                     Grid Az
 JY1434:SPC OH S     -  DAZIER AZ MK                             015 27 47.6
 JY1434:UTM  17      -  DAZIER AZ MK                             016 25 11.3
 JY1434
 JY1434|---------------------------------------------------------------------|
 JY1434| PID    Reference Object                     Distance      Geod. Az  |
 JY1434|                                                           dddmmss.s |
 JY1434| CE5944 DAZIER AZ MK                                       0151748.2 |
 JY1434| CE5946 DAZIER RM 2                          22.483 METERS 25124     |
 JY1434| CE5945 DAZIER RM 1                          19.764 METERS 33716     |
 JY1434|---------------------------------------------------------------------|
 JY1434
 JY1434                          SUPERSEDED SURVEY CONTROL
 JY1434
 JY1434  ELLIP H (04/01/98)  329.30   (m)                       GP(       ) 4 1
 JY1434  NAD 83(1986)-  39 34 38.96648(N)    082 45 44.72847(W) AD(       ) 1
 JY1434  NAD 27      -  39 34 38.74200(N)    082 45 45.11200(W) AD(       ) 1
 JY1434  NGVD 29 (07/19/86)  363.99   (m)         1194.2    (f) LEVELING    3  
 JY1434
 JY1434.Superseded values are not recommended for survey control.
 JY1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1434.See file dsdata.txt to determine how the superseded data were derived.
 JY1434
 JY1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD4863282348(NAD 83)
 JY1434_MARKER: DB = BENCH MARK DISK
 JY1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1434_SP_SET: CONCRETE POST
 JY1434_STAMPING: DAZIER 1945
 JY1434_MARK LOGO: CGS   
 JY1434_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1434+STABILITY: SURFACE MOTION
 JY1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1434+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1991
 JY1434
 JY1434  HISTORY     - Date     Condition        Report By
 JY1434  HISTORY     - 1945     MONUMENTED       CGS
 JY1434  HISTORY     - 1945     GOOD             CGS
 JY1434  HISTORY     - 19910909 GOOD             WOOLPT
 JY1434
 JY1434                          STATION DESCRIPTION
 JY1434
 JY1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1434'STATION IS LOCATED ON A HIGH BARE KNOLL, ON THE E SIDE OF STATE
 JY1434'HIGHWAY 159, AND ABOUT 1.5 MILES NE OF TARLTON.  IT IS ON THE
 JY1434'HIGHEST POINT OF THE HILL, 5 FEET S OF A STANDARD WITNESS POST, AND
 JY1434'ABOUT 200 YARDS E OF THE HIGHWAY.  THE LAND IS OWNED BY CHARLES
 JY1434'BALDAZIER.
 JY1434'
 JY1434'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST.
 JY1434'THE DISK IS STAMPED DAZIER 1945 AND IS FLUSH WITH THE GROUND.
 JY1434'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 JY1434'
 JY1434'REFERENCE MARK 1 IS 64.84 FEET N OF THE STATION ON THE N SLOPE OF THE
 JY1434'HILL.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 JY1434'POST.  THE DISK IS STAMPED DAZIER NO. 1 1945 AND IS FLUSH WITH THE
 JY1434'GROUND.
 JY1434'
 JY1434'REFERENCE MARK 2 IS 73.77 FEET W OF THE STATION ON THE W SLOPE OF THE
 JY1434'HILL.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 JY1434'POST.  THE DISK IS STAMPED DAZIER NO. 2 1945 AND PROJECTS ABOUT 2
 JY1434'INCHES.
 JY1434'
 JY1434'AZIMUTH MARK IS ABOUT 0.4 MILE NE OF THE STATION ON THE W SIDE OF
 JY1434'STATE HIGHWAY 159.  IT IS 32 FEET W OF THE APPROXIMATE CENTER OF THE
 JY1434'HIGHWAY, 14 FEET S OF A FENCE CORNER, 1 FOOT E OF THE FENCE, AND 2
 JY1434'FEET S OF A STANDARD WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET
 JY1434'IN TOP OF A CONCRETE POST.  THE DISK IS STAMPED DAZIER 1945 AND
 JY1434'PROJECTS ABOUT 4 INCHES.
 JY1434'
 JY1434'TO REACH STATION FROM THE POST OFFICE IN TARLTON, GO NE ON STATE
 JY1434'HIGHWAY 159 FOR 1.7 MILES TO A BOARD GATE ON THE RIGHT,* TURN
 JY1434'RIGHT THROUGH GATE AND GO ABOUT 0.1 MILE TO THE TOP OF THE HILL AND
 JY1434'STATION.
 JY1434'
 JY1434'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON HIGHWAY 159
 JY1434'FOR 0.4 MILE TO THE MARK ON THE LEFT, JUST BEFORE REACHING CURVE.
 JY1434'
 JY1434'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JY1434
 JY1434                          STATION RECOVERY (1945)
 JY1434
 JY1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 JY1434'RECOVERED IN GOOD CONDITION.
 JY1434
 JY1434                          STATION RECOVERY (1991)
 JY1434
 JY1434'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JY1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1467 ***********************************************************************
 JY1467  DESIGNATION -  DEANE
 JY1467  PID         -  JY1467
 JY1467  STATE/COUNTY-  OH/BROWN
 JY1467  USGS QUAD   -  MOUNT ORAB (1982)
 JY1467
 JY1467                         *CURRENT SURVEY CONTROL
 JY1467  ___________________________________________________________________
 JY1467* NAD 83(1995)-  39 07 28.52843(N)    083 52 52.53392(W)     ADJUSTED  
 JY1467* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 JY1467  ___________________________________________________________________
 JY1467  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 JY1467  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JY1467
 JY1467  HORZ ORDER  -  FIRST
 JY1467
 JY1467.The horizontal coordinates were established by classical geodetic methods
 JY1467.and adjusted by the National Geodetic Survey in April 1998..
 JY1467
 JY1467.The orthometric height was scaled from a topographic map.
 JY1467
 JY1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1467
 JY1467.The geoid height was determined by GEOID03.
 JY1467
 JY1467;                    North         East     Units Scale Factor Converg.
 JY1467;SPC OH S     -   125,757.866   480,567.683   MT  0.99994613   -0 52 35.2
 JY1467;UTM  17      - 4,334,556.436   250,923.235   MT  1.00036397   -1 49 08.5
 JY1467
 JY1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1467!SPC OH S     -   0.99995817  x   0.99994613  =   0.99990431
 JY1467!UTM  17      -   0.99995817  x   1.00036397  =   1.00032213
 JY1467
 JY1467|---------------------------------------------------------------------|
 JY1467| PID    Reference Object                     Distance      Geod. Az  |
 JY1467|                                                           dddmmss.s |
 JY1467| CE5948 DEANE RM 1                           28.740 METERS 04659     |
 JY1467| CE5947 DEANE AZ MK                                        1464325.4 |
 JY1467| AH2846 DEANE RM 2                           28.468 METERS 19807     |
 JY1467| JY1466 PTS 89                                8.914 METERS 33119     |
 JY1467| JY1468 ST MARTIN URSULINE CONVENT TK       APPROX. 9.6 KM 3565004.3 |
 JY1467|---------------------------------------------------------------------|
 JY1467
 JY1467                          SUPERSEDED SURVEY CONTROL
 JY1467
 JY1467  NAD 83(1995)-  39 07 28.53314(N)    083 52 52.53871(W) AD(       ) 1
 JY1467  NAD 83(1986)-  39 07 28.53344(N)    083 52 52.55077(W) AD(       ) 1
 JY1467  NAD 27      -  39 07 28.30600(N)    083 52 52.80700(W) AD(       ) 1
 JY1467
 JY1467.Superseded values are not recommended for survey control.
 JY1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1467.See file dsdata.txt to determine how the superseded data were derived.
 JY1467
 JY1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5092334556(NAD 83)
 JY1467_MARKER: DS = TRIANGULATION STATION DISK
 JY1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1467
 JY1467  HISTORY     - Date     Condition        Report By
 JY1467  HISTORY     - 1939     MONUMENTED       CGS
 JY1467
 JY1467                          STATION DESCRIPTION
 JY1467
 JY1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JY1467'THIS STATION IS LOCATED ABOUT 4.1 MILES BY ROAD EAST NORTHEAST OF
 JY1467'FIVE MILE, 1.35 MILES NORTH OF STATE ROUTE 286, IN THE SOUTHEAST
 JY1467'ANGLE OF A T INTERSECTION, IN THE NORTHEAST CORNER OF A PASTURE, ON
 JY1467'THE PROPERTY OWNED BY MR. BERT DEANE, WHO LIVES 0.1 MILE EAST OF THE
 JY1467'STATION AND ON THE NORTH SIDE OF THE ROAD.  THE STATION MARK IS 37
 JY1467'FEET EAST OF THE CENTER LINE OF THE NORTH SOUTH GRAVEL ROAD, 48
 JY1467'FEET SOUTHEAST OF THE CENTER LINE INTERSECTION OF THE ROADS, 20 FEET
 JY1467'EAST OF THE WEST FENCE LINE, 19.5 FEET SOUTH OF THE NORTH FENCE LINE.
 JY1467'THE MARK IS SET 14 INCHES BELOW THE SURFACE.
 JY1467'
 JY1467'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JY1467'DISKS SET IN CONCRETE.
 JY1467'
 JY1467'R.M. NO. 1 IS NORTHEAST OF THE STATION, SET 1 FOOT SOUTH OF THE FENCE
 JY1467'LINE.  THE MARK PROJECTS 6 INCHES.
 JY1467'
 JY1467'R.M. NO. 2 IS SOUTH SOUTHWEST OF THE STATION, SET 1 FOOT EAST OF THE
 JY1467'WEST FENCE LINE OF THE PASTURE.  THE MARK PROJECTS 6 INCHES.
 JY1467'
 JY1467'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHEAST OF THE STATION,
 JY1467'SET IN THE SOUTH FENCE LINE OF THE PASTURE, 100 FEET WEST OF THE
 JY1467'SOUTHEAST CORNER, ABOUT 100 FEET NORTH OF A LONE OAK TREE.  THE MARK
 JY1467'PROJECTS 8 INCHES.
 JY1467'
 JY1467'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 68 AND 286 IN
 JY1467'FIVE MILE, GO EAST ON ROUTE 286 FOR 2.65 MILES TO A T ROAD LEFT.
 JY1467'TURN LEFT AND GO 1.35 MILES TO A T INTERSECTION AND THE STATION MARK.
 JY1467'
 JY1467'HEIGHT OF LIGHT ABOVE STATION MARK -30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1734 ***********************************************************************
 MC1734  DESIGNATION -  DECANT
 MC1734  PID         -  MC1734
 MC1734  STATE/COUNTY-  OH/LUCAS
 MC1734  USGS QUAD   -  RENO BEACH (1967)
 MC1734
 MC1734                         *CURRENT SURVEY CONTROL
 MC1734  ___________________________________________________________________
 MC1734* NAD 83(1995)-  41 40 30.89157(N)    083 19 56.14038(W)     ADJUSTED  
 MC1734* NAVD 88     -       175.3    (meters)     575.     (feet)  GPS OBS   
 MC1734  ___________________________________________________________________
 MC1734  X           -     553,986.899 (meters)                     COMP
 MC1734  Y           -  -4,738,891.807 (meters)                     COMP
 MC1734  Z           -   4,218,823.128 (meters)                     COMP
 MC1734  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 MC1734  ELLIP HEIGHT-         139.86  (meters)          (10/07/05) GPS OBS
 MC1734  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1734
 MC1734  HORZ ORDER  -  FIRST
 MC1734  ELLP ORDER  -  FOURTH    CLASS I
 MC1734
 MC1734.The horizontal coordinates were established by GPS observations
 MC1734.and adjusted by the National Geodetic Survey in April 1998..
 MC1734
 MC1734.The orthometric height was determined by GPS observations and a
 MC1734.high-resolution geoid model.
 MC1734
 MC1734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1734
 MC1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1734
 MC1734.The ellipsoidal height was determined by GPS observations
 MC1734.and is referenced to NAD 83.
 MC1734
 MC1734.The geoid height was determined by GEOID03.
 MC1734
 MC1734;                    North         East     Units Scale Factor Converg.
 MC1734;SPC OH N     -   223,381.755   530,698.417   MT  0.99999532   -0 32 48.3
 MC1734;UTM  17      - 4,616,348.356   305,862.394   MT  1.00006382   -1 33 04.4
 MC1734
 MC1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1734!SPC OH N     -   0.99997806  x   0.99999532  =   0.99997338
 MC1734!UTM  17      -   0.99997806  x   1.00006382  =   1.00004188
 MC1734
 MC1734                          SUPERSEDED SURVEY CONTROL
 MC1734
 MC1734  ELLIP H (04/01/98)  139.93   (m)                       GP(       ) 4 1
 MC1734  NAD 83(1995)-  41 40 30.89155(N)    083 19 56.14034(W) AD(       ) 1
 MC1734  NAD 83(1986)-  41 40 30.90506(N)    083 19 56.15750(W) AD(       ) 1
 MC1734
 MC1734.Superseded values are not recommended for survey control.
 MC1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1734.See file dsdata.txt to determine how the superseded data were derived.
 MC1734
 MC1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0586216348(NAD 83)
 MC1734_MARKER: DD = SURVEY DISK
 MC1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1734_SP_SET: CONCRETE POST
 MC1734_STAMPING: DECANT 1993
 MC1734_MARK LOGO: OH-095
 MC1734_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1734+STABILITY: SURFACE MOTION
 MC1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1734+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1734
 MC1734  HISTORY     - Date     Condition        Report By
 MC1734  HISTORY     - 1993     MONUMENTED       OH-095
 MC1734
 MC1734                          STATION DESCRIPTION
 MC1734
 MC1734'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1734'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 2.0 MILES EAST OF
 MC1734'THE CITY OF OREGON.
 MC1734'TO REACH THE STATION FROM SAINT CHARLES HOSPITAL AT THE INTERSECTION
 MC1734'OF NAVARRE AVENUE (STATE ROUTE 2) AND WHEELING ROAD PROCEED EAST
 MC1734'ALONG NAVARRE AVENUE (STATE ROUTE 2) 7.0 MILES TO ITS INTERSECTION
 MC1734'WITH COUSINO ROAD.  TURN LEFT AND PROCEED NORTH ALONG COUSINO ROAD
 MC1734'2.5 MILES TO ITS INTERSECTION WITH CEDAR POINT ROAD.  TURN RIGHT AND
 MC1734'PROCEED EAST ALONG CEDAR POINT ROAD 1.0 MILES TO ITS INTERSECTION
 MC1734'WITH DECANT ROAD AND THE STATION ON THE LEFT.
 MC1734'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1734'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 0.1 FEET BELOW THE GROUND
 MC1734'SURFACE AND IS STAMPED --DECANT 1993--.
 MC1734'THE STATION IS 25.7 FEET WEST FROM A NAIL IN A GUARD RAIL POST ON THE
 MC1734'NORTHEAST SIDE OF THE ROAD, 48.0 FEET NORTHEAST FROM A NAIL IN A
 MC1734'GUARD RAIL POST ON THE SOUTHWEST SIDE OF THE ROAD, AND 112.0 FEET
 MC1734'NORTHEAST FROM AN EIGHT INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2104 ***********************************************************************
 MB2104  DESIGNATION -  DECATO
 MB2104  PID         -  MB2104
 MB2104  STATE/COUNTY-  OH/ASHTABULA
 MB2104  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2104
 MB2104                         *CURRENT SURVEY CONTROL
 MB2104  ___________________________________________________________________
 MB2104* NAD 83(1995)-  41 53 39.05079(N)    080 49 38.23033(W)     ADJUSTED  
 MB2104* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 MB2104  ___________________________________________________________________
 MB2104  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 MB2104  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 MB2104
 MB2104  HORZ ORDER  -  THIRD
 MB2104
 MB2104.The horizontal coordinates were established by classical geodetic methods
 MB2104.and adjusted by the National Geodetic Survey in April 1998..
 MB2104.No horizontal observational check was made to the station.
 MB2104
 MB2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2104
 MB2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2104
 MB2104.The geoid height was determined by GEOID03.
 MB2104
 MB2104;                    North         East     Units Scale Factor Converg.
 MB2104;SPC OH N     -   248,699.436   738,812.471   MT  1.00004323   +1 05 56.0
 MB2104;UTM  17      - 4,638,041.766   514,327.422   MT  0.99960253   +0 06 55.2
 MB2104
 MB2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2104!SPC OH N     -   0.99997801  x   1.00004323  =   1.00002124
 MB2104!UTM  17      -   0.99997801  x   0.99960253  =   0.99958055
 MB2104
 MB2104                          SUPERSEDED SURVEY CONTROL
 MB2104
 MB2104  NAD 83(1986)-  41 53 39.05439(N)    080 49 38.23259(W) AD(       ) 3
 MB2104  NAD 27      -  41 53 38.87743(N)    080 49 38.91885(W) AD(       ) 3
 MB2104  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 MB2104
 MB2104.Superseded values are not recommended for survey control.
 MB2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2104.See file dsdata.txt to determine how the superseded data were derived.
 MB2104
 MB2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1432738042(NAD 83)
 MB2104_MARKER: DD = SURVEY DISK
 MB2104_SETTING: 0 = UNSPECIFIED SETTING
 MB2104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2104
 MB2104  HISTORY     - Date     Condition        Report By
 MB2104  HISTORY     - 1974     MONUMENTED       USLS
 MB2104  HISTORY     - 19931028 MARK NOT FOUND   OHDT
 MB2104  HISTORY     - 19960707 MARK NOT FOUND   USPSQD
 MB2104
 MB2104                          STATION DESCRIPTION
 MB2104
 MB2104'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2104'THIRD ORDER, CLASS II EODM TRAVERSE STATION - POSITIONED DIRECT
 MB2104'BY RANGE/AZIMUTH OBSERVATIONS FROM ASHTABULA LSC 1974.
 MB2104'
 MB2104'STATION IS LOCATED ABOUT 1.0 MILES SOUTHWEST OF ASHTABULA, OHIO
 MB2104'IN THE CITY OF SAYBROOK-ON-THE-LAKE, ON THE PRIVATE CONCRETE
 MB2104'BREAKWALL EXTENDING FROM THE RESIDENCE OF THE DECATO FAMILY.
 MB2104'
 MB2104'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 531,
 MB2104'(9TH STREET), AND LAKE ROAD IN ASHTABULA, OHIO, PROCEED WEST ON
 MB2104'STATE HIGHWAY 531, 1.1 MILES TO THE DECATOS RESIDENCE AT 3137 9TH
 MB2104'STREET.  BETWEEN ELK STREET ON THE WEST AND TREELANE STREET ON
 MB2104'THE EAST.  TURN RIGHT, NORTH, AND PROCEED 0.3 MILES TO THE SHORE.
 MB2104'
 MB2104'STATION MARK IS A BLANK BRONZE DISK, STAMPED DECATO LSC HYDRO
 MB2104'1974, 5.08 FEET FROM THE NORTH EDGE OF THE BREAKWALL, 3.35 FEET
 MB2104'FROM THE EAST EDGE AND 3.84 FEET FROM THE WEST EDGE.
 MB2104'
 MB2104'NO REFERENCE MARKS WERE SET.  THE STATION HAS EXCELLENT
 MB2104'UNOBSTRUCTED VISIBILITY TO THE SEA AND TO ASHTABULA HARBOR TO
 MB2104'THE EAST.
 MB2104
 MB2104                          STATION RECOVERY (1993)
 MB2104
 MB2104'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2104'
 MB2104' 
 MB2104' DECATO RESIDENCE IS NO LONGER THERE AT THE LAKESHORE.
 MB2104
 MB2104                          STATION RECOVERY (1996)
 MB2104
 MB2104'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2232 ***********************************************************************
 JX2232  DESIGNATION -  DEERFIELD
 JX2232  PID         -  JX2232
 JX2232  STATE/COUNTY-  OH/MORGAN
 JX2232  USGS QUAD   -  ROKEBY LOCK (1994)
 JX2232
 JX2232                         *CURRENT SURVEY CONTROL
 JX2232  ___________________________________________________________________
 JX2232* NAD 83(1995)-  39 41 45.55482(N)    081 58 52.59386(W)     ADJUSTED  
 JX2232* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 JX2232  ___________________________________________________________________
 JX2232  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 JX2232  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JX2232
 JX2232  HORZ ORDER  -  FIRST
 JX2232
 JX2232.The horizontal coordinates were established by classical geodetic methods
 JX2232.and adjusted by the National Geodetic Survey in April 1998..
 JX2232
 JX2232.The orthometric height was scaled from a topographic map.
 JX2232
 JX2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2232
 JX2232.The geoid height was determined by GEOID03.
 JX2232
 JX2232;                    North         East     Units Scale Factor Converg.
 JX2232;SPC OH S     -   188,406.685   644,489.210   MT  0.99995066   +0 19 44.9
 JX2232;UTM  17      - 4,394,475.871   415,867.528   MT  0.99968714   -0 37 36.4
 JX2232
 JX2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2232!SPC OH S     -   0.99994982  x   0.99995066  =   0.99990049
 JX2232!UTM  17      -   0.99994982  x   0.99968714  =   0.99963698
 JX2232
 JX2232|---------------------------------------------------------------------|
 JX2232| PID    Reference Object                     Distance      Geod. Az  |
 JX2232|                                                           dddmmss.s |
 JX2232| CC9833 DEERFIELD RM 1                       24.986 METERS 00546     |
 JX2232| CC9834 DEERFIELD RM 2                       26.015 METERS 09644     |
 JX2232| CC9832 DEERFIELD AZ MK                                    1765919.9 |
 JX2232|---------------------------------------------------------------------|
 JX2232
 JX2232                          SUPERSEDED SURVEY CONTROL
 JX2232
 JX2232  NAD 83(1986)-  39 41 45.55928(N)    081 58 52.60203(W) AD(       ) 1
 JX2232  NAD 27      -  39 41 45.31380(N)    081 58 53.09910(W) AD(       ) 1
 JX2232
 JX2232.Superseded values are not recommended for survey control.
 JX2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2232.See file dsdata.txt to determine how the superseded data were derived.
 JX2232
 JX2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1586894476(NAD 83)
 JX2232_MARKER: DS = TRIANGULATION STATION DISK
 JX2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2232
 JX2232  HISTORY     - Date     Condition        Report By
 JX2232  HISTORY     - 1959     MONUMENTED       CGS
 JX2232
 JX2232                          STATION DESCRIPTION
 JX2232
 JX2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JX2232'THE STATION IS ABOUT 4 MILES SOUTHEAST OF DEAVERTOWN, 3 MILES
 JX2232'NORTHEAST OF
 JX2232'PORTERSVILLE, IN THE SOUTHWEST 1/4 OF SECTION 9, T 9 N, R 13W, ON
 JX2232'PROPERTY OWNED BY MR. HARRY
 JX2232'MAXWELL.
 JX2232'
 JX2232'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 555 AND
 JX2232'669 IN DEAVERTOWN, GO
 JX2232'SOUTH ON HIGHWAY 555 FOR 1.25 MILE TO THE JUNCTION WITH COUNTY ROUTE
 JX2232'3.  BEAR LEFT ON ROUTE 3 AND GO
 JX2232'SOUTHEASTERLY 3.35 MILES TO A SIDE ROAD ON THE RIGHT.
 JX2232'TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO A TRACK
 JX2232'ROAD ON THE LEFT LEADING TO AN ABANDONED
 JX2232'FARM HOUSE.  BEAR LEFT AND GO 0.1 MILE TO THE FARM HOUSE.  BEAR TO
 JX2232'THE RIGHT OF THE FARM HOUSE
 JX2232'AND CONTINUE 0.05 MILE TO THE TOP OF THE RIDGE.  (TURN RIGHT AND GO
 JX2232'0.05 MILE TO A FENCE LINE AND THE
 JX2232'AZIMUTH MARK).  TURN LEFT AND GO 0.05 MILE TO AN EAST-WEST
 JX2232'FENCELINE.  PASS THROUGH THE FENCE AND CONTINUE
 JX2232'NORTHERLY 0.1 MILE TO AN EAST-WEST
 JX2232'FENCELINE.  PASS THROUGH THE FENCE AND CONTINUE NORTHERLY 0.05
 JX2232'MILE TO THE HIGHEST POINT ON
 JX2232'THE RIDGE AND THE STATION.
 JX2232'
 JX2232'STATION MARKS ARE STANDARD DISKS STAMPED DEERFIELD 1959.  THE SURFACE
 JX2232'DISK IS SET IN A SQUARE
 JX2232'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 45.5 FEET SOUTHEAST OF
 JX2232'A 12-INCH APPLE TREE, 87 FEET EAST
 JX2232'OF THE WEST SLOPE OF THE RIDGE AND 130 FEET WEST OF
 JX2232'THE EAST EDGE OF THE TIMBERLINE.  A STANDARD METAL
 JX2232'WITNESS POST WAS SET 2 FEET SOUTH OF
 JX2232'THE MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 JX2232'CONCRETE 32 INCHES BELOW THE SURFACE
 JX2232'OF THE GROUND.
 JX2232'
 JX2232'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DEERFIELD NO 1 1959, IS
 JX2232'SET IN A SQUARE CONCRETE
 JX2232'POST WHICH PROJECTS 6 INCHES.  IT IS 54 FEET NORTH OF THE 12-INCH
 JX2232'APPLE TREE AND 28.5 FEET EAST OF A
 JX2232'TRIANGLE BLAZE ON A TWIN-TRUNK OAK TREE.
 JX2232'
 JX2232'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DEERFIELD NO 2 1959, IS
 JX2232'SET IN A SQUARE CONCRETE
 JX2232'POST WHICH PROJECTS 4 INCHES.  IT IS 45 FEET WEST OF THE EAST EDGE OF
 JX2232'THE TIMBERLINE.
 JX2232'
 JX2232'AZIMUTH MARK, A STANDARD DISK STAMPED DEERFIELD 1959, IS SET IN A
 JX2232'SQUARE CONCRETE POST WHICH
 JX2232'PROJECTS 6 INCHES.  IT IS 45 FEET NORTHEAST OF A TRIANGLE BLAZE ON AN
 JX2232'8-INCH DECIDUOUS TREE AND 2 FEET
 JX2232'WEST OF A NORTH-SOUTH FENCELINE.  A STANDARD METAL WITNESS
 JX2232'POST WAS SET 2 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1849 ***********************************************************************
 KZ1849  DESIGNATION -  DEERING
 KZ1849  PID         -  KZ1849
 KZ1849  STATE/COUNTY-  OH/LICKING
 KZ1849  USGS QUAD   -  NEWARK (1982)
 KZ1849
 KZ1849                         *CURRENT SURVEY CONTROL
 KZ1849  ___________________________________________________________________
 KZ1849* NAD 83(1995)-  40 05 50.46140(N)    082 23 05.77675(W)     ADJUSTED  
 KZ1849* NAVD 88     -       345.     (meters)    1132.     (feet)  SCALED    
 KZ1849  ___________________________________________________________________
 KZ1849  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 KZ1849  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KZ1849
 KZ1849  HORZ ORDER  -  FIRST
 KZ1849
 KZ1849.The horizontal coordinates were established by classical geodetic methods
 KZ1849.and adjusted by the National Geodetic Survey in April 1998..
 KZ1849
 KZ1849.The orthometric height was scaled from a topographic map.
 KZ1849
 KZ1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1849
 KZ1849.The geoid height was determined by GEOID03.
 KZ1849
 KZ1849;                    North         East     Units Scale Factor Converg.
 KZ1849;SPC OH S     -   232,848.554   609,811.750   MT  1.00001329   +0 04 22.8
 KZ1849;SPC OH N     -    47,833.646   609,812.417   MT  1.00008131   +0 04 32.1
 KZ1849;UTM  17      - 4,439,481.307   381,948.177   MT  0.99977156   -0 53 31.7
 KZ1849
 KZ1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1849!SPC OH S     -   0.99995124  x   1.00001329  =   0.99996452
 KZ1849!SPC OH N     -   0.99995124  x   1.00008131  =   1.00003254
 KZ1849!UTM  17      -   0.99995124  x   0.99977156  =   0.99972281
 KZ1849
 KZ1849|---------------------------------------------------------------------|
 KZ1849| PID    Reference Object                     Distance      Geod. Az  |
 KZ1849|                                                           dddmmss.s |
 KZ1849| CE5952 DEERING RM 1                         40.237 METERS 14553     |
 KZ1849| KZ2125 NEWARK                              APPROX. 7.9 KM 1871946.6 |
 KZ1849| KZ1852 NEWARK LICKING CO CTHSE FINIAL      APPROX. 4.6 KM 1980516.2 |
 KZ1849| CE5953 DEERING RM 2                         42.309 METERS 22549     |
 KZ1849|---------------------------------------------------------------------|
 KZ1849
 KZ1849                          SUPERSEDED SURVEY CONTROL
 KZ1849
 KZ1849  NAD 83(1986)-  40 05 50.46814(N)    082 23 05.78660(W) AD(       ) 1
 KZ1849  NAD 27      -  40 05 50.23400(N)    082 23 06.23700(W) AD(       ) 1
 KZ1849
 KZ1849.Superseded values are not recommended for survey control.
 KZ1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1849.See file dsdata.txt to determine how the superseded data were derived.
 KZ1849
 KZ1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8194839481(NAD 83)
 KZ1849_MARKER: DS = TRIANGULATION STATION DISK
 KZ1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1849
 KZ1849  HISTORY     - Date     Condition        Report By
 KZ1849  HISTORY     - 1933     MONUMENTED       CGS
 KZ1849  HISTORY     - 1959     GOOD             CGS
 KZ1849  HISTORY     - 1962     GOOD             CGS
 KZ1849
 KZ1849                          STATION DESCRIPTION
 KZ1849
 KZ1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ1849'ABOUT 3 MILES NORTH-NORTHEAST OF THE COURT HOUSE IN NEWARK AND ABOUT
 KZ1849'1/2 MILE SOUTH-SOUTHWEST
 KZ1849'OF THE NORTHEAST CORNER OF NEWARK TOWNSHIP, ON
 KZ1849'THE HIGHEST POINT OF A BARE HILL
 KZ1849'ON LAND OWNED BY J.A. DEERING
 KZ1849'WHO LIVES 1/2 MILE NORTH.  STATION IS ABOUT 300
 KZ1849'FEET WEST OF
 KZ1849'THE ROAD, 107 FEET NORTH OF THE PROPERTY LINE FENCE ALONG THE
 KZ1849'NORTH SIDE OF
 KZ1849'THE DEERING PROPERTY, AND MARK PROJECTS 4 INCHES.
 KZ1849'
 KZ1849'TO REACH FROM THE COURT HOUSE IN NEWARK, GO WEST ONE BLOCK
 KZ1849'TO STATE HIGHWAY
 KZ1849'13, TURN NORTH (RIGHT) ON STATE HIGHWAY 13 AND
 KZ1849'PROCEED 2.3 MILES TO T-ROAD (RIGHT)
 KZ1849'ON NORTH SIDE OF THE LICKING
 KZ1849'OIL COMPANY BULK STATION, TURN RIGHT AND PROCEED EAST
 KZ1849'0.4 MILE TO
 KZ1849'STEEL BRIDGE OVER THE NORTH FORK OF THE LICKING RIVER JUST
 KZ1849'EAST OF THE NEWARK
 KZ1849'WATER WORKS, CROSS BRIDGE AND TURN RIGHT AT
 KZ1849'EAST END OF BRIDGE APPROACH, PROCEED
 KZ1849'0.05 MILE TO FORK, TAKE
 KZ1849'RIGHT FORK AND PROCEED 1.3 MILE TO CROSSROADS, KEEPING
 KZ1849'STRAIGHT
 KZ1849'AHEAD AT EACH OF TWO T-ROADS, TURN LEFT AT CROSSROADS AND PROCEED
 KZ1849'NORTH 1.1 MILES TO
 KZ1849'POINT WHERE ROAD PASSES THROUGH SMALL
 KZ1849'CUT ON EAST SIDE OF A SMALL HILL.
 KZ1849'THE STATION IS ON TOP OF
 KZ1849'THE HILL ABOUT 300 FEET WEST OF THE ROAD.
 KZ1849'
 KZ1849'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 KZ1849'BRONZE DISKS SET
 KZ1849'IN CONCRETE.
 KZ1849'
 KZ1849'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 1 FOOT
 KZ1849'NORTH OF THE FENCE
 KZ1849'AND PROJECTS 4 INCHES ABOVE THE GROUND.
 KZ1849'REFERENCE MARK NO. 2 IS SOUTHWEST OF
 KZ1849'THE STATION, 1 FOOT NORTH
 KZ1849'OF FENCE, 8 FEET EAST OF AN 8-INCH WILD CHERRY TREE ON
 KZ1849'FENCE
 KZ1849'LINE, AND PROJECTS 5 INCHES ABOVE THE GROUND.
 KZ1849'
 KZ1849'STATIONS NEWARK, ANDERSON AND CUMMONS ARE VISIBLE FROM THE
 KZ1849'GROUND AND MAY BE
 KZ1849'USED AS AZIMUTH MARKS.
 KZ1849
 KZ1849                          STATION RECOVERY (1959)
 KZ1849
 KZ1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1849'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 KZ1849'RECOVERED IN GOOD
 KZ1849'CONDITION.  THE DIRECTION TO REFERENCE MARK NO. 1 AND REFERENCE MARK
 KZ1849'NO. 2 WAS VERIFIED.  THE
 KZ1849'PROPERTY OWNER WOULD NOT ALLOW MEN TO WALK THROUGH OR CUT THE
 KZ1849'FOUR-FOOT HAY CROP AROUND THE
 KZ1849'STATION, SO THE SLOPE MEASUREMENTS TO THE REFERENCE
 KZ1849'MARKS COULD NOT BE VERIFIED.  THE MEASUREMENTS
 KZ1849'TO THE REFERENCE MARKS WERE MADE FROM
 KZ1849'A PLUMB BENCH TO THE INSTRUMENT AND REDUCED TO HORIZONTAL.
 KZ1849'
 KZ1849'A NEW DESCRIPTION FOLLOWS-
 KZ1849'
 KZ1849'THE STATION IS ABOUT 3 MILES NORTH OF NEWARK, 300 FEET WEST OF COUNTY
 KZ1849'ROUTE 204 AND ON A BARE HILL
 KZ1849'OWNED BY MRS. J.A. DEERING.
 KZ1849'
 KZ1849'TO REACH THE STATION FROM THE WEST SIDE OF THE COUNTY COURTHOUSE IN
 KZ1849'NEWARK, GO WEST ONE BLOCK
 KZ1849'TO THE INTERSECTION OF STATE HIGHWAY 13.  TURN RIGHT AND GO NORTH ON
 KZ1849'HIGHWAY 13 FOR 2.3 MILES TO WATER
 KZ1849'WORKS RD..  TURN RIGHT AND GO EASTERLY ON WATER
 KZ1849'WORKS RD. 0.4 MILE TO A STEEL BRIDGE.  CROSS BRIDGE,
 KZ1849'TURN RIGHT AND GO 0.05 MILE TO A
 KZ1849'FORK IN THE ROAD.  BEAR RIGHT AND FOLLOW THE BLACKTOP ROAD EASTERLY
 KZ1849'1.3 MILES TO A CROSSROAD.  TURN
 KZ1849'LEFT AND GO NORTH ON COUNTY ROUTE 204 FOR 1.1 MILES TO WHERE THE
 KZ1849'ROAD PASSES THROUGH A SMALL CUT ON
 KZ1849'THE EAST SIDE OF A SMALL HILL.  THE STATION IS
 KZ1849'ABOUT 300 FEET WEST OF THE ROAD, ON THE HIGHEST PART
 KZ1849'OF THE SMALL HILL.
 KZ1849'
 KZ1849'STATION MARKS ARE STANDARD STAMPED DEERING 1933.  THE SURFACE DISK IS
 KZ1849'SET IN A SQUARE CONCRETE
 KZ1849'POST WHICH PROJECTS 4 INCHES.  IT IS 29 FEET NORTHEAST OF THE
 KZ1849'NORTHEAST ONE OF THREE POWERLINE
 KZ1849'POLES, 16.5 FEET SOUTHWEST OF THE SOUTHWEST ONE OF OUR
 KZ1849'GUY-WIRE ANCHORS AND 46.5 FEET SOUTH OF A
 KZ1849'8-INCH WILD CHERRY TREE.
 KZ1849'
 KZ1849'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DEERING NO 1 1933, IS
 KZ1849'SET IN A SQUARE CONCRETE
 KZ1849'POST WHICH PROJECTS 4 INCHES.  IT IS 93 FEET SOUTHEAST OF THE
 KZ1849'SOUTHWEST ONE OF THREE POWERLINE
 KZ1849'POLES AND 1.5 FEET NORTH OF AN EAST-WEST FENCELINE.
 KZ1849'
 KZ1849'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DEERING NO 2
 KZ1849'1933, IS SET IN A SQUARE
 KZ1849'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 102 FEET SOUTHWEST OF
 KZ1849'THE SOUTHWEST ONE OF THREE POWERLINE
 KZ1849'POLES, 10 FEET NORTHEAST OF A PARTIALLY DEAD, 24-INCH,
 KZ1849'WILD CHERRY TREE AND 1.5 FEET NORTH OF
 KZ1849'THE EAST-WEST FENCELINE.
 KZ1849
 KZ1849                          STATION RECOVERY (1962)
 KZ1849
 KZ1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KZ1849'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 KZ1849'
 KZ1849'THE PROPERTY OWNER WOULD NOT ALLOW DISTURBANCE OF AREA.  THE DISTANCE
 KZ1849'AND DIRECTION COULD NOT BE VERIFIED.
 KZ1849'
 KZ1849'THE 1959 DESCRIPTION IS COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI2837 ***********************************************************************
 AI2837  DESIGNATION -  DEF 24 11.55
 AI2837  PID         -  AI2837
 AI2837  STATE/COUNTY-  OH/DEFIANCE
 AI2837  USGS QUAD   -  DEFIANCE EAST (1979)
 AI2837
 AI2837                         *CURRENT SURVEY CONTROL
 AI2837  ___________________________________________________________________
 AI2837* NAD 83(1995)-  41 18 28.04566(N)    084 21 35.52894(W)     ADJUSTED  
 AI2837* NAVD 88     -       214.9    (meters)     705.     (feet)  GPS OBS   
 AI2837  ___________________________________________________________________
 AI2837  X           -     471,569.963 (meters)                     COMP
 AI2837  Y           -  -4,775,002.530 (meters)                     COMP
 AI2837  Z           -   4,188,279.529 (meters)                     COMP
 AI2837  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 AI2837  ELLIP HEIGHT-         180.30  (meters)          (10/07/05) GPS OBS
 AI2837  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 AI2837
 AI2837  HORZ ORDER  -  FIRST
 AI2837  ELLP ORDER  -  THIRD     CLASS I
 AI2837
 AI2837.The horizontal coordinates were established by GPS observations
 AI2837.and adjusted by the National Geodetic Survey in November 1999..
 AI2837
 AI2837.The orthometric height was determined by GPS observations and a
 AI2837.high-resolution geoid model.
 AI2837
 AI2837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2837
 AI2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2837
 AI2837.The ellipsoidal height was determined by GPS observations
 AI2837.and is referenced to NAD 83.
 AI2837
 AI2837.The geoid height was determined by GEOID03.
 AI2837
 AI2837;                    North         East     Units Scale Factor Converg.
 AI2837;SPC OH N     -   183,901.887   444,269.683   MT  0.99994790   -1 13 18.6
 AI2837;UTM  16      - 4,576,288.182   721,013.123   MT  1.00020119   +1 44 36.5
 AI2837
 AI2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2837!SPC OH N     -   0.99997172  x   0.99994790  =   0.99991962
 AI2837!UTM  16      -   0.99997172  x   1.00020119  =   1.00017290
 AI2837
 AI2837                          SUPERSEDED SURVEY CONTROL
 AI2837
 AI2837  ELLIP H (11/30/99)  180.34   (m)                       GP(       ) 3 1
 AI2837
 AI2837.Superseded values are not recommended for survey control.
 AI2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2837.See file dsdata.txt to determine how the superseded data were derived.
 AI2837
 AI2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL2101376288(NAD 83)
 AI2837_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI2837_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AI2837_STAMPING: DEF.24 11.55
 AI2837_MARK LOGO: OHDT  
 AI2837_PROJECTION: RECESSED 15 CENTIMETERS
 AI2837_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2837+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI2837_ROD/PIPE-DEPTH:  8.5 meters
 AI2837_SLEEVE-DEPTH  :  0.9 meters
 AI2837
 AI2837  HISTORY     - Date     Condition        Report By
 AI2837  HISTORY     - 1998     MONUMENTED       OHDT
 AI2837
 AI2837                          STATION DESCRIPTION
 AI2837
 AI2837'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1998
 AI2837'LOCATED IN THE NORTHWEST QUARTER OF SECTION 13, TOWN 4 NORTH, RANGE 4
 AI2837'EAST, CITY OF DEFIANCE, DEFIANCE COUNTY, OHIO.  TO REACH MARK FROM THE
 AI2837'DEFIANCE COUNTY COURTHOUSE, PROCEED NORTH ON STATE ROUTE 66 FOR 0.7
 AI2837'MILES (1.1 KM) TO THE INTERCHANGE WITH US 24.  THE MARK LIES IN THE
 AI2837'SOUTHEAST INFIELD OF THE INTERCHANGE.  MARK IS A 2 INCH DIAMETER
 AI2837'ALUMINUM DISK MOUNTED ON A DRIVEN ALUMINUM ROD IN A ROUND ALUMINUM
 AI2837'MONUMENT BOX.  MARK IS 58.0 FEET (17.7 M) SOUTH OF THE CENTERLINE OF
 AI2837'THE EASTBOUND LANE, AND 155.0 FEET (47.2 M) NORTHWESTERLY OF THE
 AI2837'CENTER OF A LIGHT POLE.  THE MARK LIES AT STATION 11.55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6017 ***********************************************************************
 AB6017  CBN         -  This is a Cooperative Base Network Control Station.
 AB6017  DESIGNATION -  DEF 66
 AB6017  PID         -  AB6017
 AB6017  STATE/COUNTY-  OH/DEFIANCE
 AB6017  USGS QUAD   -  DEFIANCE EAST (1979)
 AB6017
 AB6017                         *CURRENT SURVEY CONTROL
 AB6017  ___________________________________________________________________
 AB6017* NAD 83(1995)-  41 15 40.12350(N)    084 21 40.40144(W)     ADJUSTED  
 AB6017* NAVD 88     -       217.0    (meters)     712.     (feet)  GPS OBS   
 AB6017  ___________________________________________________________________
 AB6017  X           -     471,793.172 (meters)                     COMP
 AB6017  Y           -  -4,778,416.810 (meters)                     COMP
 AB6017  Z           -   4,184,388.064 (meters)                     COMP
 AB6017  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 AB6017  ELLIP HEIGHT-         182.42  (meters)          (09/23/04) GPS OBS
 AB6017  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 AB6017
 AB6017  HORZ ORDER  -  B
 AB6017  ELLP ORDER  -  FOURTH    CLASS I
 AB6017
 AB6017.The horizontal coordinates were established by GPS observations
 AB6017.and adjusted by the National Geodetic Survey in August 1996..
 AB6017
 AB6017.The orthometric height was determined by GPS observations and a
 AB6017.high-resolution geoid model.
 AB6017
 AB6017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6017
 AB6017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6017
 AB6017.The ellipsoidal height was determined by GPS observations
 AB6017.and is referenced to NAD 83.
 AB6017
 AB6017.The geoid height was determined by GEOID03.
 AB6017
 AB6017;                    North         East     Units Scale Factor Converg.
 AB6017;SPC OH N     -   178,725.391   444,045.833   MT  0.99994482   -1 13 21.8
 AB6017;UTM  16      - 4,571,105.715   721,057.298   MT  1.00020144   +1 44 27.4
 AB6017
 AB6017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6017!SPC OH N     -   0.99997139  x   0.99994482  =   0.99991621
 AB6017!UTM  16      -   0.99997139  x   1.00020144  =   1.00017282
 AB6017
 AB6017                          SUPERSEDED SURVEY CONTROL
 AB6017
 AB6017  ELLIP H (08/20/96)  182.46   (m)                       GP(       ) 4 2
 AB6017
 AB6017.Superseded values are not recommended for survey control.
 AB6017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6017.See file dsdata.txt to determine how the superseded data were derived.
 AB6017
 AB6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL2105771106(NAD 83)
 AB6017_MARKER: DD = SURVEY DISK
 AB6017_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6017_STAMPING: DEF 66 1995
 AB6017_MARK LOGO: OHDT  
 AB6017_PROJECTION: FLUSH
 AB6017_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6017+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003
 AB6017_ROD/PIPE-DEPTH: 8.2  meters
 AB6017_SLEEVE-DEPTH  : 1.1 meters
 AB6017
 AB6017  HISTORY     - Date     Condition        Report By
 AB6017  HISTORY     - 1995     MONUMENTED       OHDT
 AB6017  HISTORY     - 19980403 GOOD             JCAND
 AB6017  HISTORY     - 20030515 GOOD             NGS
 AB6017
 AB6017                          STATION DESCRIPTION
 AB6017
 AB6017'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (EAA)
 AB6017'STATION IS LOCATED AT THE INTERSECTION OF STATE ROUTE 66 AND PALMER
 AB6017'DRIVE, DEFIANCE, OHIO.  TO REACH THE STATION FROM DEFIANCE SENIOR HIGH
 AB6017'SCHOOL GO SOUTH 0.2 KM (0.10 MI) ON PALMER DRIVE TO ISLAND AT THE
 AB6017'INTERSECTION OF PALMER DRIVE AND STATE ROUTE 66.  STATION LIES 12.2 M
 AB6017'(40.0 FT) WEST OF CENTERLINE OF OLD PALMER DRIVE (NOW CLOSED) , 33.2 M
 AB6017'(108.9 FT) NORTHWEST OF FIRE HYDRANT, 29.9 M (98.1 FT) SOUTHWEST OF A
 AB6017'MANHOLE COVER, 25.6 M (84.0 FT) EAST OF CENTERLINE OF STATE ROUTE 66
 AB6017'AND 0.3 M (1.0 FT) EAST OF AN ORANGE FIBERGLASS NOAA WITNESS POST.
 AB6017'MARK IS UNDER A PROTECTIVE ALUMINUM COVER ALSO STAMPED --DEF 66
 AB6017'1995--.  THE MARK IS ON PUBLIC RIGHT-OF-WAY AND IS ACCESSIBLE AT ALL
 AB6017'TIMES.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
 AB6017
 AB6017                          STATION RECOVERY (1998)
 AB6017
 AB6017'RECOVERY NOTE BY JC ANDRUS ASSOC 1998 (DAA)
 AB6017'FOUND AS DESCRIBED IN 1995
 AB6017
 AB6017                          STATION RECOVERY (2003)
 AB6017
 AB6017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 AB6017'STATION IS LOCATED AT THE SOUTH EDGE OF DEFIANCE, 0.1 MILE SOUTH OF
 AB6017'THE DEFIANCE SENIOR  HIGH SCHOOL, IN A GRASS ISLAND FORMED BY STATE
 AB6017'HIGHWAY 66, PALMER DRIVE, AND OLD PALMER  DRIVE (NOW CLOSED)  AND NEAR
 AB6017'A ---WELCOME TO DEFIANCE--- SIGN AND A SIGN DISPLAYING  EMBLEMS OF THE
 AB6017'TOWN'S CIVIC ORGANIZATIONS.
 AB6017' 
 AB6017'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66, 15 EAST
 AB6017'AND 18 EAST AT THE  INTERSECTION OF JEFFERSON AVENUE AND SECOND STREET
 AB6017'IN DOWNTOWN DEFIANCE, GO SOUTH  ON HIGHWAY 66 FOR 2.05 MILES TO THE
 AB6017'JUNCTION OF PALMER DRIVE ON THE LEFT.  TURN LEFT AND  GO NORTHEAST ON
 AB6017'PALMER DRIVE FOR 0.05 MILE TO WHERE PALMER DRIVE CURVES NORTH AND A
 AB6017'PAVED CLOSED ROAD GOES SOUTH.  TURN RIGHT AND GO SOUTH ON OLD PALMER
 AB6017'DRIVE FOR 0.05  MILE TO THE STATION ON THE RIGHT.
 AB6017' 
 AB6017'STATION IS 111.5 FEET NORTH OF THE WEST LEG OF THE WELCOME SIGN, 108.9
 AB6017'FEET  NORTHWEST OF A FIRE HYDRANT, 80.5 FEET SOUTHEAST OF THE EAST LEG
 AB6017'OF THE CIVIC  ORGANIZATION SIGN AND 40.0 FEET WEST OF THE CENTER OF
 AB6017'OLD PALMER DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI2838 ***********************************************************************
 AI2838  DESIGNATION -  DEF GAR
 AI2838  PID         -  AI2838
 AI2838  STATE/COUNTY-  OH/DEFIANCE
 AI2838  USGS QUAD   -  DEFIANCE WEST (1977)
 AI2838
 AI2838                         *CURRENT SURVEY CONTROL
 AI2838  ___________________________________________________________________
 AI2838* NAD 83(1995)-  41 16 36.61201(N)    084 24 48.56882(W)     ADJUSTED  
 AI2838* NAVD 88     -       214.9    (meters)     705.     (feet)  GPS OBS   
 AI2838  ___________________________________________________________________
 AI2838  X           -     467,321.768 (meters)                     COMP
 AI2838  Y           -  -4,777,699.733 (meters)                     COMP
 AI2838  Z           -   4,185,696.626 (meters)                     COMP
 AI2838  LAPLACE CORR-          -6.41  (seconds)                    DEFLEC99
 AI2838  ELLIP HEIGHT-         180.46  (meters)          (09/23/04) GPS OBS
 AI2838  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 AI2838
 AI2838  HORZ ORDER  -  B
 AI2838  ELLP ORDER  -  FOURTH    CLASS I
 AI2838
 AI2838.This is a reference station for the DEFIANCE
 AI2838.National Continuously Operating Reference Station (DEFI).
 AI2838
 AI2838.The horizontal coordinates were established by GPS observations
 AI2838.and adjusted by the National Geodetic Survey in September 2004..
 AI2838
 AI2838.The orthometric height was determined by GPS observations and a
 AI2838.high-resolution geoid model.
 AI2838
 AI2838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2838
 AI2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2838
 AI2838.The ellipsoidal height was determined by GPS observations
 AI2838.and is referenced to NAD 83.
 AI2838
 AI2838.The geoid height was determined by GEOID03.
 AI2838
 AI2838;                    North         East     Units Scale Factor Converg.
 AI2838;SPC OH N     -   180,562.310   439,705.094   MT  0.99994578   -1 15 25.4
 AI2838;UTM  16      - 4,572,716.127   716,626.303   MT  1.00017757   +1 42 25.1
 AI2838
 AI2838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2838!SPC OH N     -   0.99997169  x   0.99994578  =   0.99991748
 AI2838!UTM  16      -   0.99997169  x   1.00017757  =   1.00014926
 AI2838
 AI2838                          SUPERSEDED SURVEY CONTROL
 AI2838
 AI2838  NAD 83(1995)-  41 16 36.61186(N)    084 24 48.56819(W) AD(       ) 1
 AI2838  ELLIP H (11/30/99)  180.49   (m)                       GP(       ) 3 1
 AI2838
 AI2838.Superseded values are not recommended for survey control.
 AI2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2838.See file dsdata.txt to determine how the superseded data were derived.
 AI2838
 AI2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1662672716(NAD 83)
 AI2838_MARKER: DD = SURVEY DISK
 AI2838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2838_STAMPING: DEF GAR
 AI2838_MARK LOGO: OHDT  
 AI2838_PROJECTION: FLUSH
 AI2838_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2838+STABILITY: SURFACE MOTION
 AI2838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2838+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AI2838
 AI2838  HISTORY     - Date     Condition        Report By
 AI2838  HISTORY     - 1998     MONUMENTED       OHDT
 AI2838  HISTORY     - 2003     GOOD             OHDT
 AI2838
 AI2838                          STATION DESCRIPTION
 AI2838
 AI2838'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1998
 AI2838'LOCATED IN SECTION 28 TOWN 4 NORTH, RANGE 4 EAST, DEFIANCE TOWNSHIP,
 AI2838'DEFIANCE COUNTY, OHIO.  TO REACH FROM THE DEFIANCE COUNTY COURT HOUSE,
 AI2838'PROCEED SOUTHERLY ON STATE ROUTE 111 0.1 MILES (0.2 KM) TO THIRD
 AI2838'STREET (STATE ROUTE 424) , PROCEED WESTERLY ON STATE ROUTE 424 FOR 1.5
 AI2838'MILES (2.4 KM) TO THE ODOT GARAGE ON THE WEST EDGE OF DEFIANCE.  MARK
 AI2838'IS LOCATED ON THE GROUNDS OF THE ODOT GARAGE BEING 124.5 FEET (37.9 M)
 AI2838'WEST OF THE NORTHERLY LINE OF THE ODOT GARAGE BUILDING EXTENDED
 AI2838'WESTERLY.  MARK IS AN ALUMINUM DISK SET IN A ROUND ALUMINUM MONUMENT
 AI2838'BOX (FILLED WITH CONCTERE) .  MARK IS 89.0 FEET (27.1 M) SOUTHEASTERLY
 AI2838'OF A CATCHBASIN, AND 110.0 FEET (33.5 M) SOUTHWESTERLY OF A
 AI2838'CATCHBASIN.
 AI2838
 AI2838                          STATION RECOVERY (2003)
 AI2838
 AI2838'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 AI2838'THE STATION IS LOCATED ON THE PROPERTY OF THE OHIO DEPARTMENT OF
 AI2838'TRANSPORTATION  DEFIANCE GARAGE IN DEFIANCE.  TO REACH FROM THE
 AI2838'INTERSECTION OF US ROUTE 24 AND STATE  ROUTE 424 ON THE WEST SIDE OF
 AI2838'DEFIANCE, GO EAST ON ROUTE 424 FOR 0.3 MILES (0.5 KM) TO THE ODOT
 AI2838'GARAGE ON LEFT (NORTH).  TURN LEFT INTO DRIVEWAY.  STATION IS LOCATED
 AI2838'IN THE  NORTHWEST CORNER OF THE PROPERTY, JUST SOUTH OF A CORS
 AI2838'MONUMENT.  LOCATED 124.5 FEET  NORTHWEST OF THE NORTHWEST CORNER OF
 AI2838'THE MAIN GARAGE, 89 FEET SOUTHEAST OF A  CATCH BASIN, AND 110 FEET
 AI2838'SOUTHWEST OF A CATCH BASIN.  STATION IS AN ALUMINUM DISK SET IN
 AI2838'CONCRETE MONUMENT, STAMPED ---DEF GAR---.  NOTE--THIS IS A CORS SITE
 AI2838'REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0191 ***********************************************************************
 MD0191  DESIGNATION -  DEFIANCE
 MD0191  PID         -  MD0191
 MD0191  STATE/COUNTY-  OH/DEFIANCE
 MD0191  USGS QUAD   -  JUNCTION (1973)
 MD0191
 MD0191                         *CURRENT SURVEY CONTROL
 MD0191  ___________________________________________________________________
 MD0191* NAD 83(1995)-  41 14 18.43080(N)    084 22 55.61554(W)     ADJUSTED  
 MD0191* NAVD 88     -       216.501  (meters)     710.30   (feet)  POSTED    
 MD0191  ___________________________________________________________________
 MD0191  X           -     470,213.341 (meters)                     COMP
 MD0191  Y           -  -4,780,241.961 (meters)                     COMP
 MD0191  Z           -   4,182,492.953 (meters)                     COMP
 MD0191  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 MD0191  ELLIP HEIGHT-         182.01  (meters)          (10/07/05) GPS OBS
 MD0191  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MD0191  DYNAMIC HT  -         216.410 (meters)     710.01  (feet)  COMP
 MD0191  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 MD0191
 MD0191  HORZ ORDER  -  FIRST
 MD0191  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0191  ELLP ORDER  -  THIRD     CLASS I
 MD0191
 MD0191.The horizontal coordinates were established by GPS observations
 MD0191.and adjusted by the National Geodetic Survey in November 1999..
 MD0191
 MD0191.The orthometric height was determined by differential leveling
 MD0191.and adjusted by the National Geodetic Survey in 1992..
 MD0191.No vertical observational check was made to the station.
 MD0191.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0191.was located on a no-check spur therefore a value was not computed.
 MD0191
 MD0191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0191
 MD0191.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0191
 MD0191.The ellipsoidal height was determined by GPS observations
 MD0191.and is referenced to NAD 83.
 MD0191
 MD0191.The geoid height was determined by GEOID03.
 MD0191
 MD0191.The dynamic height is computed by dividing the NAVD 88
 MD0191.geopotential number by the normal gravity value computed on the
 MD0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0191.degrees latitude (g = 980.6199 gals.).
 MD0191
 MD0191.The modeled gravity was interpolated from observed gravity values.
 MD0191
 MD0191;                    North         East     Units Scale Factor Converg.
 MD0191;SPC OH N     -   176,243.497   442,241.090   MT  0.99994357   -1 14 11.2
 MD0191;UTM  16      - 4,568,533.192   719,382.848   MT  1.00019236   +1 43 35.0
 MD0191
 MD0191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0191!SPC OH N     -   0.99997145  x   0.99994357  =   0.99991502
 MD0191!UTM  16      -   0.99997145  x   1.00019236  =   1.00016381
 MD0191
 MD0191|---------------------------------------------------------------------|
 MD0191| PID    Reference Object                     Distance      Geod. Az  |
 MD0191|                                                           dddmmss.s |
 MD0191| MD1766 DEFIANCE ECC                         14.331 METERS 00130     |
 MD0191| MD0190 DEFIANCE RM 1                        44.062 METERS 11212     |
 MD0191| CE5955 DEFIANCE AZ MK RESET                               1684208.3 |
 MD0191| CE5954 DEFIANCE AZ MK                                     1691826.3 |
 MD0191| MD0189 DEFIANCE RM 2                        47.274 METERS 25053     |
 MD0191| MD0188 GOSHIA                              131.360 METERS 27406     |
 MD0191|---------------------------------------------------------------------|
 MD0191
 MD0191                          SUPERSEDED SURVEY CONTROL
 MD0191
 MD0191  ELLIP H (11/30/99)  182.05   (m)                       GP(       ) 3 1
 MD0191  NAD 83(1995)-  41 14 18.43016(N)    084 22 55.61364(W) AD(       ) 1
 MD0191  NAD 83(1986)-  41 14 18.43618(N)    084 22 55.62908(W) AD(       ) 1
 MD0191  NAD 27      -  41 14 18.26300(N)    084 22 55.82300(W) AD(       ) 1
 MD0191  NAVD 88 (11/30/99)  216.50   (m)          710.3    (f) LEVELING    3  
 MD0191  NGVD 29 (??/??/92)  216.685  (m)          710.91   (f) ADJ UNCH    2 0
 MD0191
 MD0191.Superseded values are not recommended for survey control.
 MD0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0191.See file dsdata.txt to determine how the superseded data were derived.
 MD0191
 MD0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1938368533(NAD 83)
 MD0191_MARKER: DS = TRIANGULATION STATION DISK
 MD0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0191_STAMPING: DEFIANCE 1943
 MD0191_MARK LOGO: CGS   
 MD0191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0191+STABILITY: SURFACE MOTION
 MD0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0191+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1998
 MD0191
 MD0191  HISTORY     - Date     Condition        Report By
 MD0191  HISTORY     - 1943     MONUMENTED       CGS
 MD0191  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MD0191  HISTORY     - 1963     GOOD             NGS
 MD0191  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MD0191  HISTORY     - 19980403 GOOD             JCAND
 MD0191
 MD0191                          STATION DESCRIPTION
 MD0191
 MD0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD0191'THE STATION IS
 MD0191'LOCATED ABOUT 3
 MD0191'MILES S OF THE CITY OF DEFIANCE, ON LAND OWNED BY
 MD0191'CURTIS KONST.  IT IS LOCATED ON
 MD0191'THE S EDGE OF A CULTIVATED FIELD,
 MD0191'21.7 FEET N OF THE CENTER LINE OF THE OAKWOOD
 MD0191'ROAD.  THE SURFACE
 MD0191'STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND
 MD0191'THE DISK IS
 MD0191'STAMPED DEFIANCE 1943.
 MD0191'
 MD0191'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARK ARE BRONZE
 MD0191'DISKS SET IN
 MD0191'CONCRETE.
 MD0191'
 MD0191'REFERENCE MARK 1 IS 144.60 FEET SE OF THE STATION, 23 FEET
 MD0191'S OF THE CENTER
 MD0191'LINE OF THE OAKWOOD ROAD, 1 FOOT N OF AN E-W FENCELINE.
 MD0191'THE DISK IS STAMPED DEFIANCE NO 1
 MD0191'1943.
 MD0191'
 MD0191'REFERENCE MARK 2 IS 155.10 FEET WSW OF THE STATION, 23 FEET S
 MD0191'OF THE CENTER LINE
 MD0191'OF THE OAKWOOD ROAD, 1 FOOT N OF AN E-W FENCELINE.
 MD0191'THE DISK IS STAMPED DEFIANCE NO 2
 MD0191'1943.
 MD0191'
 MD0191'THE AZIMUTH MARK IS 0.4 MILE SSE OF THE STATION, ABOUT 200
 MD0191'YARDS S OF A LARGE
 MD0191'FARM BARN THAT IS PAINTED WHITE.  IT IS ON THE
 MD0191'E EDGE OF A CULTIVATED FIELD, 22.8
 MD0191'FEET W OF THE CENTER LINE OF
 MD0191'OAKWOOD ROAD, 1 FOOT E OF A N-S FENCELINE.  THE DISK
 MD0191'IS STAMPED
 MD0191'DEFIANCE 1943.
 MD0191'
 MD0191'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 MD0191'STATE HIGHWAY 111
 MD0191'IN THE CITY OF DEFIANCE, GO SSW ON HIGHWAY 111
 MD0191'FOR 2.2 MILES TO A Y-INTERSECTION,
 MD0191'HERE TURN LEFT AND GO 0.55 MILE
 MD0191'TO A STEEL RIVER BRIDGE, CROSS BRIDGE AND GO 1.1
 MD0191'MILES TO A STOP
 MD0191'SIGN FOR OAKWOOD ROAD, HERE TURN LEFT ON OAKWOOD ROAD AND GO 0.4
 MD0191'MILE TO THE
 MD0191'STATION ON THE LEFT AS DESCRIBED.
 MD0191'
 MD0191'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E 0.1 MILE,
 MD0191'THENCE E ON
 MD0191'OAKWOOD ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT AS
 MD0191'DESCRIBED.
 MD0191'
 MD0191'HEIGHT OF LIGHT ABOVE STATION MARK-34 METERS.
 MD0191
 MD0191                          STATION RECOVERY (1963)
 MD0191
 MD0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD0191'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MD0191'CONDITION.  THE AZIMUTH MARK WAS
 MD0191'FOUND DESTROYED.  THE ANGLE BETWEEN THE REFERENCE MARKS DID NOT CHECK
 MD0191'BY 3 MINUTES AND 7 SECONDS.  A
 MD0191'NEW AZIMUTH MARK WAS ESTABLISHED NEAR BY.  THE DISTANCES TO
 MD0191'THE REFERENCE MARKS CHECKED.
 MD0191'
 MD0191'A NEW DESCRIPTION FOLLOWS.
 MD0191'
 MD0191'THE STATION IS LOCATED ON THE NORTH SIDE OF WATSON ROAD, IN THE SOUTH
 MD0191'EDGE OF A CULTIVATED FIELD, ABOUT 3
 MD0191'MILES SOUTH OF DEFIANCE, IN THE SOUTHEAST 1/4 OF SEC. 3, T. 3 N.,
 MD0191'R. 4 E., AND ON THE PROPERTY OF
 MD0191'MR. H.C. GOSHIA.  IT IS 80 FEET WEST-NORTHWEST OF A
 MD0191'POWER POLE, AND 31.4 FEET NORTH OF THE CENTERLINE
 MD0191'OF WATSON ROAD.  THE MONUMENT IS 12
 MD0191'INCHES UNDERGROUND AND THE DISK IS STAMPED DEFIANCE 1943.  NOTE 1B
 MD0191'7A.
 MD0191'
 MD0191'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE HIGHWAY 111
 MD0191'IN THE CITY OF DEFIANCE, GO
 MD0191'SOUTHWEST ON STATE HIGHWAY 111 FOR 2.2 MILES TO A Y-INTERSECTION.
 MD0191'TAKE THE LEFT FORK SOUTHWEST FOR
 MD0191'0.55 MILE TO THE CENTER OF A STEEL BRIDGE OVER A RIVER.
 MD0191'CONTINUE SOUTH ON A PAVED ROAD FOR 1.1 MILES
 MD0191'TO A T-ROAD.  TURN LEFT AND GO EAST ON
 MD0191'WATSON ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 MD0191'
 MD0191'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON WATSON ROAD
 MD0191'FOR 0.1 MILE TO A SIDE ROAD
 MD0191'RIGHT.  TURN RIGHT AND GO SOUTH ON WILLIAMS ROAD FOR 0.45 MILE TO THE
 MD0191'MARK ON THE LEFT.
 MD0191'
 MD0191'REFERENCE MARK 1 IS 69 FEET SOUTHEAST OF THE POWER POLE, 21 FEET
 MD0191'SOUTH OF THE CENTERLINE OF WATSON
 MD0191'ROAD, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 5
 MD0191'INCHES AND THE DISK IS STAMPED
 MD0191'DEFIANCE NO 1 1943.
 MD0191'
 MD0191'REFERENCE MARK 2 IS 106 FEET SOUTHEAST OF A POWER POLE, 21 FEET SOUTH
 MD0191'OF THE CENTERLINE OF WATSON ROAD,
 MD0191'AND 2 FEET NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 5 INCHES
 MD0191'AND THE DISK IS STAMPED DEFIANCE
 MD0191'NO 2 1943.
 MD0191'
 MD0191'GOSHIA IS A STANDARD TRAVERSE DISK STAMPED GOSHIA 1963, CEMENTED IN
 MD0191'THE TOP OF A 12 INCH MONUMENT
 MD0191'THAT PROJECTS 1 INCH ABOVE AN 8 FOOT CIRCLE OF WHITE CONCRETE THAT IS
 MD0191'FLUSH WITH THE GROUND.  IT IS 190
 MD0191'FEET WEST-NORTHWEST OF A POWER POLE, 149 FEET EAST-
 MD0191'NORTHEAST OF A POWER POLE, 60 FEET NORTH OF THE
 MD0191'CENTERLINE OF WATSON ROAD, AND 8 FEET
 MD0191'NORTH OF THE CENTER OF A CATCH BASIN.
 MD0191'
 MD0191'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTERLINE OF WILLIAMS ROAD,
 MD0191'2 FEET NORTHEAST OF A WITNESS
 MD0191'POST, AND 1 FOOT NORTH OF A POWER POLE.  THE MONUMENT PROJECTS 5
 MD0191'INCHES AND THE DISK IS STAMPED
 MD0191'DEFIANCE 1943 RESET 1963.
 MD0191'
 MD0191'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD0191
 MD0191                          STATION RECOVERY (1963)
 MD0191
 MD0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MD0191'3 MI S FROM DEFIANCE.
 MD0191'LOCATED 3.0 MILES SOUTH OF DEFIANCE ALONG WATSON ROAD 17 ON THE
 MD0191'LAND OF MR. H.C. GOSHIA.  TO REACH FROM THE COUNTY COURTHOUSE
 MD0191'IN DEFIANCE, DRIVE 2.3 MILES SOUTHWEST ON STATE HIGHWAY 111
 MD0191'(CLINTON STREET) TO TRAFFIC LIGHT AT HARDING ROAD 195, TURN
 MD0191'LEFT ON HARDING ROAD 195 AND GO 1.6 MILES SOUTH CROSSING THE
 MD0191'AUGLAIZE RIVER TO WATSON ROAD 17, TURN LEFT AND CONTINUE 0.4 MILE
 MD0191'EAST ON WATSON ROAD 17 TO MARK ON LEFT IN CULTIVATED FIELD.
 MD0191'IT IS 155.1 FEET NORTHEAST OF REFERENCE MARK DEFIANCE NO 1 1943,
 MD0191'80.0 FEET WEST-NORTHWEST OF A POWER POLE AND 32.4 FEET NORTH OF
 MD0191'THE CENTERLINE OF WATSON ROAD 17.  A STANDARD TRIANGULATION
 MD0191'DISK STAMPED DEFIANCE 1943 SET IN TOP OF A 12 INCH SQUARE
 MD0191'CONCRETE MONUMENT THAT IS 15 INCHES UNDER GROUND.
 MD0191
 MD0191                          STATION RECOVERY (1984)
 MD0191
 MD0191'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MD0191'DEFIANCE 1943 COULD NOT FIND.
 MD0191'
 MD0191'COULD BE PLOWED UNDER OR REMOVED.
 MD0191'
 MD0191'SPENT A LOT OF TIME IN AREA LOOKING FOR THESE MARKS.
 MD0191'
 MD0191'LOOK ALL AROUND AREA FOR DEFIANCE 1-2-3 COULD BE BURIED OR REMOVED.
 MD0191'
 MD0191'DEFIANCE RM 2 1943 COULD NOT FIND.
 MD0191
 MD0191                          STATION RECOVERY (1998)
 MD0191
 MD0191'RECOVERY NOTE BY JC ANDRUS ASSOC 1998 (DAA)
 MD0191'LOCATED IN THE SOUTHEAST QUARTER OF SECTION 3, TOWN 3 NORTH, RANGE 4
 MD0191'EAST, DEFIANCE TOWNSHIP, DEFIANCE COUNTY, OHIO.  TO REACH FROM THE
 MD0191'DEFIANCE COUNTY COURT HOUSE, PROCEED SOUTHERLY ON STATE ROUTE 66 FOR
 MD0191'2.2 MILES (3.5 KM) TO WATSON ROAD.  PROCEED WEST ON WATSON ROAD FOR
 MD0191'1.1 MILES.  (1.8 KM) MARK IS JUST NORTH OF THE TOP OF BANK OF THE
 MD0191'DITCH RUNNING ALONG THE NORTH SIDE OF WATSON ROAD IN A CULTIVATED
 MD0191'FIELD 2 FEET (0.6 M) DEEP 0.15 MILES (0.24 KM) EAST OF WILHELM ROAD,
 MD0191'0.1 MILES (0.2 KM) WEST OF WILLIAMS ROAD, 30.2 FEET (9.2 M) NORTH OF
 MD0191'THE CENTERLINE OF WATSON ROAD, AND 11.6 FEET (3.5 M) EASTERLY OF A
 MD0191'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1880 ***********************************************************************
 MD1880  SACS        -  This is a Secondary Airport Control Station.
 MD1880  DESIGNATION -  DEFIANCE CBL 1200
 MD1880  PID         -  MD1880
 MD1880  STATE/COUNTY-  OH/DEFIANCE
 MD1880  USGS QUAD   -  DEFIANCE WEST (1977)
 MD1880
 MD1880                         *CURRENT SURVEY CONTROL
 MD1880  ___________________________________________________________________
 MD1880* NAD 83(1995)-  41 20 02.36721(N)    084 25 07.19377(W)     ADJUSTED  
 MD1880* NAVD 88     -       213.91   (meters)     701.8    (feet)  GPS OBS   
 MD1880  ___________________________________________________________________
 MD1880  X           -     466,482.781 (meters)                     COMP
 MD1880  Y           -  -4,773,571.126 (meters)                     COMP
 MD1880  Z           -   4,190,464.428 (meters)                     COMP
 MD1880  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 MD1880  ELLIP HEIGHT-         179.53  (meters)          (10/07/05) GPS OBS
 MD1880  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 MD1880
 MD1880  HORZ ORDER  -  FIRST
 MD1880  ELLP ORDER  -  FOURTH    CLASS I
 MD1880
 MD1880.This mark is at Defiance Mem Airport (DFI)
 MD1880
 MD1880.The horizontal coordinates were established by GPS observations
 MD1880.and adjusted by the National Geodetic Survey in May 1997..
 MD1880
 MD1880.The orthometric height was determined by GPS observations and a
 MD1880.high-resolution geoid model.
 MD1880
 MD1880.GPS derived orthometric heights for airport stations designated as
 MD1880.PACS or SACS are published to 2 decimal places.  This maintains
 MD1880.centimeter relative accuracy between the PACS and SACS.  It does
 MD1880.not indicate centimeter accuracy relative to other marks which are
 MD1880.part of the NAVD 88 network.
 MD1880
 MD1880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1880
 MD1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1880
 MD1880.The ellipsoidal height was determined by GPS observations
 MD1880.and is referenced to NAD 83.
 MD1880
 MD1880.The geoid height was determined by GEOID03.
 MD1880
 MD1880;                    North         East     Units Scale Factor Converg.
 MD1880;SPC OH N     -   186,917.502   439,411.389   MT  0.99994991   -1 15 37.7
 MD1880;UTM  16      - 4,579,049.063   716,004.122   MT  1.00017424   +1 42 19.8
 MD1880
 MD1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1880!SPC OH N     -   0.99997184  x   0.99994991  =   0.99992175
 MD1880!UTM  16      -   0.99997184  x   1.00017424  =   1.00014608
 MD1880
 MD1880                          SUPERSEDED SURVEY CONTROL
 MD1880
 MD1880  ELLIP H (05/30/97)  179.56   (m)                       GP(       ) 4 1
 MD1880  NAD 83(1995)-  41 20 02.37037(N)    084 25 07.20370(W) AD(       ) 3
 MD1880  NAD 83(1986)-  41 20 02.36793(N)    084 25 07.20777(W) AD(       ) 3
 MD1880  NAD 27      -  41 20 02.20638(N)    084 25 07.39647(W) AD(       ) 3
 MD1880  NGVD 29 (02/23/89)  214.2    (m)          703.     (f) GPS OBS        
 MD1880
 MD1880.Superseded values are not recommended for survey control.
 MD1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1880.See file dsdata.txt to determine how the superseded data were derived.
 MD1880
 MD1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1600479049(NAD 83)
 MD1880_MARKER: DQ = CALIBRATION BASE LINE DISK
 MD1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1880_SP_SET: SQUARE CONCRETE MONUMENT
 MD1880_STAMPING: 1200 M
 MD1880_MARK LOGO: NGS   
 MD1880_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1880+STABILITY: SURFACE MOTION
 MD1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1880+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1995
 MD1880
 MD1880  HISTORY     - Date     Condition        Report By
 MD1880  HISTORY     - 1983     MONUMENTED       DEFCE
 MD1880  HISTORY     - 1986     GOOD             NGS
 MD1880  HISTORY     - 19870925 GOOD
 MD1880  HISTORY     - 19920826 GOOD             NGS
 MD1880  HISTORY     - 19951115 GOOD             NGS
 MD1880
 MD1880                          STATION DESCRIPTION
 MD1880
 MD1880'DESCRIBED BY DEFIANCE COUNTY ENGINEER 1983
 MD1880'THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHWEST OF DEFIANCE
 MD1880'AND 1.6 KM (1.0 MI) EAST OF THE DEFIANCE COUNTY AIRPORT.  THE BASE
 MD1880'LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE WEST EDGE OF
 MD1880'EVANSPORT ROAD (150).
 MD1880' 
 MD1880'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 MD1880'NORTH END. IT CONSISTS OF THE 0, 150, 430, 860, AND 1200 METER POINTS.
 MD1880'TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 MD1880'STATE HIGHWAYS 15 AND 18, LOCATED ON THE NORTH SIDE OF DEFIANCE, GO
 MD1880'NORTHWESTERLY ON STATE HIGHWAYS 15 AND 18 FOR 2.1 KM (1.3 MI) TO A
 MD1880'FORK WHERE STATE HIGHWAY 18 TURNS TO THE WEST.  TAKE THE RIGHT FORK
 MD1880'AND CONTINUE NORTHWESTERLY ON STATE HIGHWAY 15 FOR 2.8 KM (1.7 MI) TO
 MD1880'THE INTERSECTION OF EVANSPORT ROAD ON THE RIGHT JUST BEFORE A NINETY
 MD1880'DEGREE CURVE TO THE LEFT.  TURN RIGHT AND GO NORTH ON EVANSPORT ROAD
 MD1880'(150) FOR 0.74 KM (0.46 MI) TO THE 1200-METER POINT ON THE LEFT IN AN
 MD1880'AIRPORT RUNWAY APPROACH CLEARING.  CONTINUE NORTH ON EVANSPORT ROAD
 MD1880'(150) FOR 1.20 KM (0.75 MI) TO THE 0-METER POINT ON THE LEFT JUST
 MD1880'AFTER THE INTERSECTION OF SCHICK ROAD (67).
 MD1880' 
 MD1880'THE 1200-METER POINT IS STANDARD NGS CALIBRATION BASE LINE DISK
 MD1880'STAMPED--1200 M--, SET IN THE TOP OF A 61 CM (24 IN) SQUARE CONCRETE
 MD1880'POST PROJECTING 25 CM (10 IN) ABOVE THE SURFACE OF THE GROUND.  IT IS
 MD1880'61.4 M (201.4 FT) NORTH OF THE CENTERLINE OF A GRAVEL DRIVE, 9.4 M
 MD1880'(30.8 FT) WEST OF, AND ABOUT LEVEL WITH, THE CENTERLINE OF EVANSPORT
 MD1880'ROAD (150), AND 0.5 M (1.6 FT) EAST OF A FIBERGLASS WITNESS POST.
 MD1880' 
 MD1880'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 MD1880'ELEVATIONS ARE FOR CBL USE ONLY.
 MD1880' 
 MD1880'THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH
 MD1880'ASSISTANCE FROM THE DEFIANCE COUNTY ENGINEERS OFFICE.  FOR MORE
 MD1880'INFORMATION PLEASE CONTACT MR. GAYLON DAVIS, DEFIANCE COUNTY ENGINEER,
 MD1880'500 EAST SECOND STREET, DEFIANCE, OH 43512.  TELEPHONE (419) 782-4751.
 MD1880'OR CONTACT MR. DAVID CONNER, 1212 KINNEAR ROAD, COLUMBUS, OH 43212.
 MD1880'TELEPHONE (614) 292-1619.
 MD1880
 MD1880                          STATION RECOVERY (1986)
 MD1880
 MD1880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MD1880'THE STATION IS ABOUT 13 MILES SOUTHEAST OF BRYAN, 4.5 MILES NORTHWEST
 MD1880'OF DEFIANCE ON THE DEFIANCE COUNTY PROPERTY AT THE DEFIANCE MEMORIAL
 MD1880'AIRPORT.  OWNERSHIP DEFIANCE COUNTY COMMISSIONERS C/O ANTHONY SAXTION
 MD1880'RR 1, DEFIANCE OHIO 43512  PHONE 419-658-2818
 MD1880'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 18 (WEST) ABOUT 3
 MD1880'MILES NORTHWEST OF DEFIANCE GO NORTHWEST ON STATE HIGHWAY 15 FOR 1.8
 MD1880'MILE TO A ROAD RIGHT.  TURN RIGHT, NORTH, AND GO .045 MILE TO THE S
 MD1880'STATION ON THE RIGHT.
 MD1880'THE AZIMUTH MARK IS A STAND NGS CALIBRATION BASELINE DISK WITH NO
 MD1880'STAMPING, SET IN THE TOP OF A SQUARE 60 CM CONCRETE POST PROJECTING
 MD1880'30 CM.  IT IS 80.2 METERS SOUTH OF THE SOUTH ONE OF TWO WOOD GATE
 MD1880'POST, 55.5 METERS NORTH OF A FENCE CORNER AT TELEPHONE JUNCTION BOX,
 MD1880'9.1 METERS WEST OF THE ROAD CENTER LINE, 2.4 METERS WEST OF THE
 MD1880'FENCE LINE AND 0.3 METERS EAST OF THE FIBERGLASS WITNESS POST.
 MD1880'DESCRIBED BY B.L. LAMBERT.  TYPED BY JAMES MALONEY 9/05/87.
 MD1880
 MD1880                          STATION RECOVERY (1987)
 MD1880
 MD1880'RECOVERED 1987
 MD1880'RECOVERED IN GOOD CONDITION.
 MD1880
 MD1880                          STATION RECOVERY (1992)
 MD1880
 MD1880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (KM)
 MD1880'MARK IS A COMPONENT OF THE DEFIANCE CALIBRATION BASE LINE, LOCATED
 MD1880'ABOUT 8.0 KM (5.0 MI) NORTHWEST OF DEFIANCE AND 1.6 KM (1.0 MI) EAST
 MD1880'OF THE DEFIANCE COUNTY AIRPORT, ALONG THE WESTERN EDGE OF EVANSPORT
 MD1880'ROAD 150 IN SECTION 5 T 4 N R 4 E (DEFIANCE WEST 7.5 MIN QUAD). TO
 MD1880'REACH FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE HIGHWAYS 15 AND
 MD1880'18, LOCATED ON THE NORTH SIDE OF DEFIANCE, GO NORTHWEST CURVING TO
 MD1880'WEST ON STATE HIGHWAYS 15 AND 18 FOR 2.1 KM (1.3 MI) TO A FORK WHERE
 MD1880'THE TWO STATE HIGHWAYS SPLIT.  TAKE THE RIGHT FORK AND GO NORTHWEST
 MD1880'CURVING TO NORTH ON STATE HIGHWAY 15 FOR 2.8 KM (1.7 MI) TO THE
 MD1880'INTERSECTION OF EVANSPORT ROAD ON THE RIGHT, JUST BEFORE A NINETY
 MD1880'DEGREE CURVE TO THE LEFT.  TURN RIGHT AND GO NORTH FOR 0.74 KM (0.46
 MD1880'MI) TO THE MARK ON THE LEFT IN AN AIRPORT RUNWAY APPROACH CLEARING.
 MD1880'MARK IS SET IN THE TOP OF A 61 CM (24 IN) SQUARE CONCRETE POST
 MD1880'PROJECTING 25 CM (10 IN) ABOVE GROUND SURFACE.  IT IS 61.4 M (201.4
 MD1880'FT) NORTH OF THE CENTERLINE OF A GRAVEL DRIVE, 9.4 M (30.8 FT) WEST OF
 MD1880'THE CENTERLINE OF EVANSPORT ROAD AND 0.5 M (1.6 FT) EAST OF A
 MD1880'FIBERGLASS WITNESS POST. FOR MORE INFORMATION CONTACT MR. GAYLON
 MD1880'DAVIS, DEFIANCE COUNTY ENGINEER, 500 EAST SECOND STREET, DEFIANCE, OH
 MD1880'43512. CONTACT MR. DAVID CONNER, 1212 KINNEAR ROAD, COLUMBUS, OH
 MD1880'43212.
 MD1880
 MD1880                          STATION RECOVERY (1995)
 MD1880
 MD1880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MD1880'NOTE--THIS IS A SAC STATION.  THE STATION IS LOCATED ABOUT 21 KM
 MD1880'(13.05 MI) SOUTHEAST OF BRYAN, 7 KM (4.35 MI) NORTHWEST OF DEFIANCE AT
 MD1880'THE DEFIANCE MEMORIAL AIRPORT, ALONG A PAVED ROAD NEAR THE EAST EDGE
 MD1880'OF THE AIRFIELD, AND ABOUT IN LINE WITH THE RUNWAY CENTER.
 MD1880'OWNERSHIP--CITY OF DEFIANCE, 07557 STATE ROUTE 15, DEFIANCE, OH.
 MD1880'43512.  AIRPORT MANAGER IS TONY SAXTON.  TO REACH FROM THE JUNCTION OF
 MD1880'STATE HIGHWAYS 15 AND 18 NORTHWEST OF DEFIANCE) , GO NORTHWEST ON
 MD1880'HIGHWAY 15 FOR 2.9 KM (1.80 MI) TO A PAVED ROAD ON THE RIGHT.  TURN
 MD1880'RIGHT, NORTH, ON EVANSPORT ROAD FOR 0.72 KM (0.45 MI) TO THE STATION
 MD1880'ON THE LEFT.  THE STATION IS SET IN THE TOP OF A 60 CM SQUARE CONCRETE
 MD1880'POST PROJECTING 20 CM.  IT IS 61.7 M (202.4 FT) NORTH OF THE CENTER OF
 MD1880'A DRIVE LEADING TO HOUSE NUMBER 07512, 9.3 M (30.5 FT) WEST OF THE
 MD1880'CENTER OF EVANSPORT ROAD, AND 0.3 M (1.0 FT) EAST OF A FIBERGLASS
 MD1880'WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7186 ***********************************************************************
 AJ7186  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7186  DESIGNATION -  DEFIANCE CORS ARP
 AJ7186  CORS_ID     -  DEFI
 AJ7186  PID         -  AJ7186
 AJ7186  STATE/COUNTY-  OH/DEFIANCE
 AJ7186  USGS QUAD   -  DEFIANCE WEST (1977)
 AJ7186
 AJ7186                         *CURRENT SURVEY CONTROL
 AJ7186  ___________________________________________________________________
 AJ7186* NAD 83(CORS)-  41 16 37.27483(N)    084 24 48.84762(W)     ADJUSTED  
 AJ7186* NAVD 88     -                                                        
 AJ7186  ___________________________________________________________________
 AJ7186  EPOCH DATE  -        2002.00
 AJ7186  X           -     467,314.190 (meters)                     COMP
 AJ7186  Y           -  -4,777,688.906 (meters)                     COMP
 AJ7186  Z           -   4,185,713.728 (meters)                     COMP
 AJ7186  ELLIP HEIGHT-         183.09  (meters)          (03/??/02) GPS OBS
 AJ7186  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 AJ7186
 AJ7186  HORZ ORDER  -  SPECIAL (CORS)
 AJ7186  ELLP ORDER  -  SPECIAL (CORS)
 AJ7186
 AJ7186.ITRF positions are available for this station.
 AJ7186.The coordinates were established by GPS observations
 AJ7186.and adjusted by the National Geodetic Survey in March 2002..
 AJ7186.The coordinates are valid at the epoch date displayed above.
 AJ7186.The epoch date for horizontal control is a decimal equivalence
 AJ7186.of Year/Month/Day.
 AJ7186
 AJ7186
 AJ7186.The PID for the CORS L1 Phase Center is DF9318.
 AJ7186
 AJ7186.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7186
 AJ7186.The ellipsoidal height was determined by GPS observations
 AJ7186.and is referenced to NAD 83.
 AJ7186
 AJ7186.The geoid height was determined by GEOID03.
 AJ7186
 AJ7186;                    North         East     Units Scale Factor Converg.
 AJ7186;SPC OH N     -   180,582.894   439,699.056   MT  0.99994580   -1 15 25.6
 AJ7186
 AJ7186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7186!SPC OH N     -   0.99997128  x   0.99994580  =   0.99991708
 AJ7186
 AJ7186                          SUPERSEDED SURVEY CONTROL
 AJ7186
 AJ7186  NAD 83(CORS)-  41 16 37.27483(N)    084 24 48.84761(W) AD(1997.00) c
 AJ7186  ELLIP H (01/??/02)  183.09   (m)                       GP(1997.00) c c
 AJ7186
 AJ7186.Superseded values are not recommended for survey control.
 AJ7186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7186.See file dsdata.txt to determine how the superseded data were derived.
 AJ7186
 AJ7186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1661972736(NAD 83)
 AJ7186_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7186
 AJ7186                          STATION DESCRIPTION
 AJ7186
 AJ7186'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ7186'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7186'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7186'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7186'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7186'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF9318 ***********************************************************************
 DF9318  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9318  DESIGNATION -  DEFIANCE CORS L1 PHASE CENTER
 DF9318  CORS_ID     -  DEFI
 DF9318  PID         -  DF9318
 DF9318  STATE/COUNTY-  OH/DEFIANCE
 DF9318  USGS QUAD   -  DEFIANCE WEST (1977)
 DF9318
 DF9318                         *CURRENT SURVEY CONTROL
 DF9318  ___________________________________________________________________
 DF9318* NAD 83(CORS)-  41 16 37.27486(N)    084 24 48.84754(W)     ADJUSTED  
 DF9318* NAVD 88     -                                                        
 DF9318  ___________________________________________________________________
 DF9318  EPOCH DATE  -        2002.00
 DF9318  X           -     467,314.200 (meters)                     COMP
 DF9318  Y           -  -4,777,688.988 (meters)                     COMP
 DF9318  Z           -   4,185,713.802 (meters)                     COMP
 DF9318  ELLIP HEIGHT-         183.20  (meters)          (03/??/02) GPS OBS
 DF9318  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 DF9318
 DF9318  HORZ ORDER  -  SPECIAL (CORS)
 DF9318  ELLP ORDER  -  SPECIAL (CORS)
 DF9318
 DF9318.ITRF positions are available for this station.
 DF9318.The coordinates were established by GPS observations
 DF9318.and adjusted by the National Geodetic Survey in March 2002..
 DF9318.The coordinates are valid at the epoch date displayed above.
 DF9318.The epoch date for horizontal control is a decimal equivalence
 DF9318.of Year/Month/Day.
 DF9318
 DF9318
 DF9318.The PID for the CORS ARP is AJ7186.
 DF9318
 DF9318.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9318
 DF9318.The ellipsoidal height was determined by GPS observations
 DF9318.and is referenced to NAD 83.
 DF9318
 DF9318.The geoid height was determined by GEOID03.
 DF9318
 DF9318;                    North         East     Units Scale Factor Converg.
 DF9318;SPC OH N     -   180,582.895   439,699.057   MT  0.99994580   -1 15 25.6
 DF9318
 DF9318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9318!SPC OH N     -   0.99997126  x   0.99994580  =   0.99991707
 DF9318
 DF9318                          SUPERSEDED SURVEY CONTROL
 DF9318
 DF9318  NAD 83(CORS)-  41 16 37.27486(N)    084 24 48.84753(W) AD(1997.00) c
 DF9318  ELLIP H (01/??/02)  183.20   (m)                       GP(1997.00) c c
 DF9318
 DF9318.Superseded values are not recommended for survey control.
 DF9318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9318.See file dsdata.txt to determine how the superseded data were derived.
 DF9318
 DF9318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1661972736(NAD 83)
 DF9318_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF9318
 DF9318                          STATION DESCRIPTION
 DF9318
 DF9318'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF9318'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9318'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9318'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9318'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9318'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1769 ***********************************************************************
 MD1769  DESIGNATION -  DEFIANCE EAST MUNICIPAL TANK
 MD1769  PID         -  MD1769
 MD1769  STATE/COUNTY-  OH/DEFIANCE
 MD1769  USGS QUAD   -  DEFIANCE EAST (1979)
 MD1769
 MD1769                         *CURRENT SURVEY CONTROL
 MD1769  ___________________________________________________________________
 MD1769* NAD 83(1995)-  41 16 47.87633(N)    084 21 00.54741(W)     ADJUSTED  
 MD1769* NAVD 88     -                                                        
 MD1769  ___________________________________________________________________
 MD1769  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 MD1769  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 MD1769
 MD1769  HORZ ORDER  -  THIRD
 MD1769
 MD1769.The horizontal coordinates were established by classical geodetic methods
 MD1769.and adjusted by the National Geodetic Survey in April 1998..
 MD1769
 MD1769
 MD1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1769
 MD1769.The geoid height was determined by GEOID03.
 MD1769
 MD1769;                    North         East     Units Scale Factor Converg.
 MD1769;SPC OH N     -   180,795.228   445,017.644   MT  0.99994598   -1 12 55.6
 MD1769;UTM  16      - 4,573,223.582   721,921.003   MT  1.00020615   +1 44 56.1
 MD1769
 MD1769                          SUPERSEDED SURVEY CONTROL
 MD1769
 MD1769  NAD 83(1995)-  41 16 47.88176(N)    084 21 00.56427(W) AD(       ) 4
 MD1769  NAD 83(1986)-  41 16 47.88239(N)    084 21 00.56365(W) AD(       ) 4
 MD1769  NAD 27      -  41 16 47.71100(N)    084 21 00.76100(W) AD(       ) 3
 MD1769
 MD1769.Superseded values are not recommended for survey control.
 MD1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1769.See file dsdata.txt to determine how the superseded data were derived.
 MD1769
 MD1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL2192173224(NAD 83)
 MD1769_MARKER: 51 = TANK
 MD1769
 MD1769  HISTORY     - Date     Condition        Report By
 MD1769  HISTORY     - 1963     FIRST OBSERVED   CGS
 MD1769  HISTORY     - 1984     GOOD             USPSQD
 MD1769
 MD1769                          STATION DESCRIPTION
 MD1769
 MD1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD1769'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN
 MD1769'THE EAST EDGE OF
 MD1769'DEFIANCE, 0.1 MILE SOUTH OF THE INTERSECTION OF GREENLER STREET AND
 MD1769'HOPKINS STREET.  IT IS A 6 LEGGED
 MD1769'STEEL STRUCTURE PAINTED GREEN, WITH THE LEGEND
 MD1769'DEFIANCE PAINTED IN BLACK LETTERS ON THE NORTH AND
 MD1769'SOUTH SIDES.  THE OVERALL HEIGHT
 MD1769'IS 140 FEET.
 MD1769
 MD1769                          STATION RECOVERY (1984)
 MD1769
 MD1769'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MD1769'DEFIANCE RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1770 ***********************************************************************
 MD1770  DESIGNATION -  DEFIANCE FIBER GLASS CO TANK
 MD1770  PID         -  MD1770
 MD1770  STATE/COUNTY-  OH/DEFIANCE
 MD1770  USGS QUAD   -  DEFIANCE EAST (1979)
 MD1770
 MD1770                         *CURRENT SURVEY CONTROL
 MD1770  ___________________________________________________________________
 MD1770* NAD 83(1995)-  41 18 10.29814(N)    084 20 19.40173(W)     ADJUSTED  
 MD1770* NAVD 88     -                                                        
 MD1770  ___________________________________________________________________
 MD1770  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 MD1770  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 MD1770
 MD1770  HORZ ORDER  -  THIRD
 MD1770
 MD1770.The horizontal coordinates were established by classical geodetic methods
 MD1770.and adjusted by the National Geodetic Survey in April 1998..
 MD1770
 MD1770
 MD1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1770
 MD1770.The geoid height was determined by GEOID03.
 MD1770
 MD1770;                    North         East     Units Scale Factor Converg.
 MD1770;SPC OH N     -   183,316.983   446,028.509   MT  0.99994754   -1 12 28.6
 MD1770;UTM  16      - 4,575,794.918   722,800.313   MT  1.00021096   +1 45 26.2
 MD1770
 MD1770                          SUPERSEDED SURVEY CONTROL
 MD1770
 MD1770  NAD 83(1995)-  41 18 10.30398(N)    084 20 19.41815(W) AD(       ) 4
 MD1770  NAD 83(1986)-  41 18 10.30470(N)    084 20 19.41795(W) AD(       ) 4
 MD1770  NAD 27      -  41 18 10.13700(N)    084 20 19.61400(W) AD(       ) 3
 MD1770
 MD1770.Superseded values are not recommended for survey control.
 MD1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1770.See file dsdata.txt to determine how the superseded data were derived.
 MD1770
 MD1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL2280075795(NAD 83)
 MD1770
 MD1770  HISTORY     - Date     Condition        Report By
 MD1770  HISTORY     - 1963     MONUMENTED       CGS
 MD1770
 MD1770                          STATION DESCRIPTION
 MD1770
 MD1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD1770'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED AT
 MD1770'THE SOUTH SIDE OF
 MD1770'THE FIBER GLASS FACTORY AT THE NORTHEAST EDGE OF DEFIANCE.  IT IS A
 MD1770'4 LEGGED STEEL STRUCTURE PAINTED
 MD1770'SILVER AND IS OWNED AND OPERATED BY THE JOHNS MANVILLE
 MD1770'FIBER GLASS INC.  THE OVERALL HEIGHT IS 140 FEET.
 MD1770'
 MD1770'TO REACH FROM THE NORTH END OF THE BRIDGE OVER MAUMEE RIVER IN
 MD1770'DEFIANCE, GO EAST ON U.S.
 MD1770'HIGHWAY 24 FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH
 MD1770'ON CARPENTER ROAD FOR 0.8 MILE TO A
 MD1770'SIDE ROAD RIGHT JUST AFTER CROSSING A RAILROAD TRACK.  TURN RIGHT
 MD1770'AND GO EAST ON A PAVED ROAD FOR 0.15 MILE
 MD1770'TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1768 ***********************************************************************
 MD1768  DESIGNATION -  DEFIANCE GM CORP WATER TANK
 MD1768  PID         -  MD1768
 MD1768  STATE/COUNTY-  OH/DEFIANCE
 MD1768  USGS QUAD   -  DEFIANCE EAST (1979)
 MD1768
 MD1768                         *CURRENT SURVEY CONTROL
 MD1768  ___________________________________________________________________
 MD1768* NAD 83(1995)-  41 17 04.79984(N)    084 18 47.02029(W)     ADJUSTED  
 MD1768* NAVD 88     -                                                        
 MD1768  ___________________________________________________________________
 MD1768  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 MD1768  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 MD1768
 MD1768  HORZ ORDER  -  THIRD
 MD1768
 MD1768.The horizontal coordinates were established by classical geodetic methods
 MD1768.and adjusted by the National Geodetic Survey in April 1998..
 MD1768
 MD1768
 MD1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1768
 MD1768.The geoid height was determined by GEOID03.
 MD1768
 MD1768;                    North         East     Units Scale Factor Converg.
 MD1768;SPC OH N     -   181,251.924   448,135.048   MT  0.99994629   -1 11 27.9
 MD1768;UTM  16      - 4,573,841.057   725,011.445   MT  1.00022315   +1 46 24.9
 MD1768
 MD1768                          SUPERSEDED SURVEY CONTROL
 MD1768
 MD1768  NAD 83(1995)-  41 17 04.80540(N)    084 18 47.03815(W) AD(       ) 4
 MD1768  NAD 83(1986)-  41 17 04.80642(N)    084 18 47.03667(W) AD(       ) 4
 MD1768  NAD 27      -  41 17 04.63600(N)    084 18 47.23700(W) AD(       ) 3
 MD1768
 MD1768.Superseded values are not recommended for survey control.
 MD1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1768.See file dsdata.txt to determine how the superseded data were derived.
 MD1768
 MD1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL2501173841(NAD 83)
 MD1768_MARKER: 51 = TANK
 MD1768
 MD1768  HISTORY     - Date     Condition        Report By
 MD1768  HISTORY     - 1963     FIRST OBSERVED   CGS
 MD1768  HISTORY     - 1984     GOOD             USPSQD
 MD1768
 MD1768                          STATION DESCRIPTION
 MD1768
 MD1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD1768'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED AT
 MD1768'THE EAST END OF
 MD1768'THE FACTORY ON THE NORTH SIDE OF STATE HIGHWAYS 281 AND 18, 2.5 MILES
 MD1768'EAST OF THE POST OFFICE IN
 MD1768'DEFIANCE.  IT IS A 6 LEGGED STEEL STRUCTURE PAINTED SILVER
 MD1768'WITH A BLUE STRIPE AROUND THE CENTER OF THE
 MD1768'TANK WITH THE LEGEND G M CENTRAL FOUNDRY
 MD1768'PAINTED IN YELLOW LETTERS.  THE OVERALL HEIGHT IS 140 FEET.
 MD1768
 MD1768                          STATION RECOVERY (1984)
 MD1768
 MD1768'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MD1768'G.M. CENTRAL FOUNDRY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1767 ***********************************************************************
 MD1767  DESIGNATION -  DEFIANCE NORTH MUNICIPAL TANK
 MD1767  PID         -  MD1767
 MD1767  STATE/COUNTY-  OH/DEFIANCE
 MD1767  USGS QUAD   -  DEFIANCE EAST (1979)
 MD1767
 MD1767                         *CURRENT SURVEY CONTROL
 MD1767  ___________________________________________________________________
 MD1767* NAD 83(1995)-  41 17 51.74198(N)    084 21 58.36558(W)     ADJUSTED  
 MD1767* NAVD 88     -                                                        
 MD1767  ___________________________________________________________________
 MD1767  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 MD1767  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 MD1767
 MD1767  HORZ ORDER  -  THIRD
 MD1767
 MD1767.The horizontal coordinates were established by classical geodetic methods
 MD1767.and adjusted by the National Geodetic Survey in April 1998..
 MD1767
 MD1767
 MD1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1767
 MD1767.The geoid height was determined by GEOID03.
 MD1767
 MD1767;                    North         East     Units Scale Factor Converg.
 MD1767;SPC OH N     -   182,793.582   443,714.648   MT  0.99994718   -1 13 33.6
 MD1767;UTM  16      - 4,575,152.363   720,516.036   MT  1.00019849   +1 44 20.1
 MD1767
 MD1767                          SUPERSEDED SURVEY CONTROL
 MD1767
 MD1767  NAD 83(1995)-  41 17 51.74706(N)    084 21 58.38224(W) AD(       ) 4
 MD1767  NAD 83(1986)-  41 17 51.74802(N)    084 21 58.38194(W) AD(       ) 4
 MD1767  NAD 27      -  41 17 51.58100(N)    084 21 58.57600(W) AD(       ) 3
 MD1767
 MD1767.Superseded values are not recommended for survey control.
 MD1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1767.See file dsdata.txt to determine how the superseded data were derived.
 MD1767
 MD1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL2051675152(NAD 83)
 MD1767_MARKER: 51 = TANK
 MD1767
 MD1767  HISTORY     - Date     Condition        Report By
 MD1767  HISTORY     - 1963     FIRST OBSERVED   CGS
 MD1767  HISTORY     - 1984     GOOD             USPSQD
 MD1767
 MD1767                          STATION DESCRIPTION
 MD1767
 MD1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD1767'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED ON THE
 MD1767'NORTH SIDE OF
 MD1767'CARTER STREET, IN THE NORTH EDGE OF DEFIANCE.  IT IS A 6 LEGGED STEEL
 MD1767'STRUCTURE PAINTED BLUE, WITH THE
 MD1767'LEGEND DEFIANCE PAINTED IN BLACK LETTERS ON THE
 MD1767'NORTHEAST AND SOUTHWEST SIDES.  THE OVERALL HEIGHT
 MD1767'IS 140 FEET.
 MD1767
 MD1767                          STATION RECOVERY (1984)
 MD1767
 MD1767'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MD1767'DEFIANCE RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1772 ***********************************************************************
 MD1772  DESIGNATION -  DEFIANCE RADIO STA WONW S MAST
 MD1772  PID         -  MD1772
 MD1772  STATE/COUNTY-  OH/DEFIANCE
 MD1772  USGS QUAD   -  DEFIANCE WEST (1977)
 MD1772
 MD1772                         *CURRENT SURVEY CONTROL
 MD1772  ___________________________________________________________________
 MD1772* NAD 83(1995)-  41 16 41.29623(N)    084 23 50.80249(W)     ADJUSTED  
 MD1772* NAVD 88     -                                                        
 MD1772  ___________________________________________________________________
 MD1772  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 MD1772  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 MD1772
 MD1772  HORZ ORDER  -  THIRD
 MD1772
 MD1772.The horizontal coordinates were established by classical geodetic methods
 MD1772.and adjusted by the National Geodetic Survey in April 1998..
 MD1772
 MD1772
 MD1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1772
 MD1772.The geoid height was determined by GEOID03.
 MD1772
 MD1772;                    North         East     Units Scale Factor Converg.
 MD1772;SPC OH N     -   180,677.407   441,052.229   MT  0.99994587   -1 14 47.5
 MD1772;UTM  16      - 4,572,900.774   717,966.000   MT  1.00018473   +1 43 03.4
 MD1772
 MD1772                          SUPERSEDED SURVEY CONTROL
 MD1772
 MD1772  NAD 83(1995)-  41 16 41.30168(N)    084 23 50.81863(W) AD(       ) 4
 MD1772  NAD 83(1986)-  41 16 41.30191(N)    084 23 50.81844(W) AD(       ) 4
 MD1772  NAD 27      -  41 16 41.13300(N)    084 23 51.01100(W) AD(       ) 3
 MD1772
 MD1772.Superseded values are not recommended for survey control.
 MD1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1772.See file dsdata.txt to determine how the superseded data were derived.
 MD1772
 MD1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1796672901(NAD 83)
 MD1772
 MD1772  HISTORY     - Date     Condition        Report By
 MD1772  HISTORY     - 1963     MONUMENTED       CGS
 MD1772  HISTORY     - 1984     GOOD             USPSQD
 MD1772
 MD1772                          STATION DESCRIPTION
 MD1772
 MD1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD1772'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ON
 MD1772'THE NORTH SIDE OF
 MD1772'THE RADIO STATION, ON THE NORTH SIDE OF U.S. HIGHWAY 24, IN THE WEST
 MD1772'EDGE OF THE CITY OF DEFIANCE.  IT IS
 MD1772'A GUYED STEEL STRUCTURE PAINTED IN ALTERNATE
 MD1772'SECTIONS WITH INTERNATIONAL ORANGE AND WHITE.  THE
 MD1772'OVERALL HEIGHT IS 186 FEET.
 MD1772
 MD1772                          STATION RECOVERY (1984)
 MD1772
 MD1772'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MD1772'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1774 ***********************************************************************
 MD1774  DESIGNATION -  DEFIANCE RADIO STA WONW N MAST
 MD1774  PID         -  MD1774
 MD1774  STATE/COUNTY-  OH/DEFIANCE
 MD1774  USGS QUAD   -  DEFIANCE WEST (1977)
 MD1774
 MD1774                         *CURRENT SURVEY CONTROL
 MD1774  ___________________________________________________________________
 MD1774* NAD 83(1995)-  41 16 47.35125(N)    084 23 48.35858(W)     ADJUSTED  
 MD1774* NAVD 88     -                                                        
 MD1774  ___________________________________________________________________
 MD1774  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 MD1774  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MD1774
 MD1774  HORZ ORDER  -  THIRD
 MD1774
 MD1774.The horizontal coordinates were established by classical geodetic methods
 MD1774.and adjusted by the National Geodetic Survey in April 1998..
 MD1774
 MD1774
 MD1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1774
 MD1774.The geoid height was determined by GEOID03.
 MD1774
 MD1774;                    North         East     Units Scale Factor Converg.
 MD1774;SPC OH N     -   180,862.912   441,113.150   MT  0.99994597   -1 14 45.9
 MD1774;UTM  16      - 4,573,089.226   718,017.259   MT  1.00018501   +1 43 05.2
 MD1774
 MD1774                          SUPERSEDED SURVEY CONTROL
 MD1774
 MD1774  NAD 83(1995)-  41 16 47.35644(N)    084 23 48.37476(W) AD(       ) 4
 MD1774  NAD 83(1986)-  41 16 47.35669(N)    084 23 48.37461(W) AD(       ) 4
 MD1774  NAD 27      -  41 16 47.18500(N)    084 23 48.56800(W) AD(       ) 3
 MD1774
 MD1774.Superseded values are not recommended for survey control.
 MD1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1774.See file dsdata.txt to determine how the superseded data were derived.
 MD1774
 MD1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1801773089(NAD 83)
 MD1774
 MD1774  HISTORY     - Date     Condition        Report By
 MD1774  HISTORY     - 1963     MONUMENTED       CGS
 MD1774  HISTORY     - 1984     GOOD             USPSQD
 MD1774
 MD1774                          STATION DESCRIPTION
 MD1774
 MD1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD1774'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ON
 MD1774'THE NORTH SIDE OF
 MD1774'THE RADIO STATION, ON THE NORTH SIDE OF U.S. HIGHWAY 24, IN THE WEST
 MD1774'EDGE OF THE CITY OF DEFIANCE.  IT IS
 MD1774'A GUYED STEEL STRUCTURE PAINTED IN ALTERNATE
 MD1774'SECTIONS WITH INTERNATIONAL ORANGE AND WHITE.  THE
 MD1774'OVERALL HEIGHT IS 186 FEET.
 MD1774
 MD1774                          STATION RECOVERY (1984)
 MD1774
 MD1774'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MD1774'STATION FOUND OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0190 ***********************************************************************
 MD0190  DESIGNATION -  DEFIANCE RM 1
 MD0190  PID         -  MD0190
 MD0190  STATE/COUNTY-  OH/DEFIANCE
 MD0190  USGS QUAD   -  JUNCTION (1973)
 MD0190
 MD0190                         *CURRENT SURVEY CONTROL
 MD0190  ___________________________________________________________________
 MD0190* NAD 83(1986)-  41 14 18.     (N)    084 22 56.     (W)     SCALED    
 MD0190* NAVD 88     -       216.802  (meters)     711.29   (feet)  POSTED    
 MD0190  ___________________________________________________________________
 MD0190  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MD0190  DYNAMIC HT  -         216.710 (meters)     710.99  (feet)  COMP
 MD0190  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 MD0190
 MD0190  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0190
 MD0190.The horizontal coordinates were scaled from a topographic map and have
 MD0190.an estimated accuracy of +/- 6 seconds.
 MD0190
 MD0190.The orthometric height was determined by differential leveling
 MD0190.and adjusted by the National Geodetic Survey in 1992..
 MD0190.No vertical observational check was made to the station.
 MD0190.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0190.was located on a no-check spur therefore a value was not computed.
 MD0190
 MD0190.The geoid height was determined by GEOID03.
 MD0190
 MD0190.The dynamic height is computed by dividing the NAVD 88
 MD0190.geopotential number by the normal gravity value computed on the
 MD0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0190.degrees latitude (g = 980.6199 gals.).
 MD0190
 MD0190.The modeled gravity was interpolated from observed gravity values.
 MD0190
 MD0190;                    North         East    Units  Estimated Accuracy
 MD0190;SPC OH N     -   176,230.      442,230.      MT  (+/- 180 meters Scaled)
 MD0190
 MD0190                          SUPERSEDED SURVEY CONTROL
 MD0190
 MD0190  NGVD 29 (??/??/92)  216.986  (m)          711.89   (f) ADJ UNCH    2 0
 MD0190
 MD0190.Superseded values are not recommended for survey control.
 MD0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0190.See file dsdata.txt to determine how the superseded data were derived.
 MD0190
 MD0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL193685(NAD 83)
 MD0190_MARKER: DR = REFERENCE MARK DISK
 MD0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0190_STAMPING: DEFIANCE NO 1 1943
 MD0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0190+STABILITY: SURFACE MOTION
 MD0190
 MD0190  HISTORY     - Date     Condition        Report By
 MD0190  HISTORY     - 1943     MONUMENTED       CGS
 MD0190  HISTORY     - 1963     GOOD             NGS
 MD0190
 MD0190                          STATION DESCRIPTION
 MD0190
 MD0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MD0190'3 MI S FROM DEFIANCE.
 MD0190'LOCATED 3.0 MILES SOUTH OF DEFIANCE ALONG WATSON ROAD 17 ON THE
 MD0190'LAND OF MR. H.C. GOSHIA.  TO REACH FROM THE COUNTY COURTHOUSE IN
 MD0190'DEFIANCE, DRIVE 2.3 MILES SOUTHWEST ON STATE HIGHWAY 111 (CLINTON
 MD0190'STREET) TO TRAFFIC LIGHT AT HARDING ROAD 195, TURN LEFT ON
 MD0190'HARDING ROAD 195 AND GO 1.6 MILES SOUTH CROSSING THE AUGLAIZE
 MD0190'RIVER TO WATSON ROAD 17, TURN LEFT AND CONTINUE 0.4 MILES EAST
 MD0190'TO MARK ON SOUTH DITCH BANK.  IT IS ABOUT 0.1 MILE NORTH-NORTHEAST
 MD0190'OF CAMERA TARGET GOSHIA, 69.0 FEET SOUTHEAST OF A POWER POLE,
 MD0190'21.0 FEET SOUTH OF THE CENTERLINE OF WATSON ROAD 17 AND 1.0 FOOT
 MD0190'NORTH OF A WIRE FENCE.  A STANDARD REFERENCE MARK DISK THAT IS
 MD0190'STAMPED DEFIANCE NO 1 1943, SET IN TOP OF A 12 INCH SQUARE
 MD0190'CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0189 ***********************************************************************
 MD0189  DESIGNATION -  DEFIANCE RM 2
 MD0189  PID         -  MD0189
 MD0189  STATE/COUNTY-  OH/DEFIANCE
 MD0189  USGS QUAD   -  JUNCTION (1973)
 MD0189
 MD0189                         *CURRENT SURVEY CONTROL
 MD0189  ___________________________________________________________________
 MD0189* NAD 83(1986)-  41 14 18.     (N)    084 23 00.     (W)     SCALED    
 MD0189* NAVD 88     -       216.800  (meters)     711.28   (feet)  POSTED    
 MD0189  ___________________________________________________________________
 MD0189  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MD0189  DYNAMIC HT  -         216.710 (meters)     710.99  (feet)  COMP
 MD0189  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 MD0189
 MD0189  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0189
 MD0189.The horizontal coordinates were scaled from a topographic map and have
 MD0189.an estimated accuracy of +/- 6 seconds.
 MD0189
 MD0189.The orthometric height was determined by differential leveling
 MD0189.and adjusted by the National Geodetic Survey in 1992..
 MD0189.No vertical observational check was made to the station.
 MD0189.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0189.was located on a no-check spur therefore a value was not computed.
 MD0189
 MD0189.The geoid height was determined by GEOID03.
 MD0189
 MD0189.The dynamic height is computed by dividing the NAVD 88
 MD0189.geopotential number by the normal gravity value computed on the
 MD0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0189.degrees latitude (g = 980.6199 gals.).
 MD0189
 MD0189.The modeled gravity was interpolated from observed gravity values.
 MD0189
 MD0189;                    North         East    Units  Estimated Accuracy
 MD0189;SPC OH N     -   176,230.      442,140.      MT  (+/- 180 meters Scaled)
 MD0189
 MD0189                          SUPERSEDED SURVEY CONTROL
 MD0189
 MD0189  NGVD 29 (??/??/92)  216.984  (m)          711.89   (f) ADJ UNCH    2 0
 MD0189
 MD0189.Superseded values are not recommended for survey control.
 MD0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0189.See file dsdata.txt to determine how the superseded data were derived.
 MD0189
 MD0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL192685(NAD 83)
 MD0189_MARKER: DR = REFERENCE MARK DISK
 MD0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0189_STAMPING: DEFIANCE NO 2 1943
 MD0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0189+STABILITY: SURFACE MOTION
 MD0189
 MD0189  HISTORY     - Date     Condition        Report By
 MD0189  HISTORY     - 1943     MONUMENTED       CGS
 MD0189  HISTORY     - 1963     GOOD             NGS
 MD0189
 MD0189                          STATION DESCRIPTION
 MD0189
 MD0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MD0189'3 MI S FROM DEFIANCE.
 MD0189'LOCATED 3.0 MILES SOUTH OF DEFIANCE ALONG WATSON ROAD 17 ON THE
 MD0189'LAND OF MR. H.C. GOSHIA.  TO REACH FROM THE COUNTY COURTHOUSE IN
 MD0189'DEFIANCE, DRIVE 2.3 MILES SOUTHWEST ON STATE HIGHWAY 111 (CLINTON
 MD0189'STREET) TO TRAFFIC LIGHT AT HARDING ROAD 195, TURN LEFT ON
 MD0189'HARDING ROAD 195 AND GO 1.6 MILES SOUTH CROSSING THE AUGLAIZE
 MD0189'RIVER TO WATSON ROAD 17, TURN LEFT AND CONTINUE 0.4 MILES EAST
 MD0189'TO MARK ON SOUTH DITCH BANK.  IT IS ABOUT 0.15 MILE NORTH OF
 MD0189'CAMERA TARGET GOSHIA, 106.0 FEET SOUTHEAST OF A POWER POLE, 21.0
 MD0189'FEET SOUTH OF THE CENTERLINE OF WATSON ROAD 17, AND 2.0 FEET
 MD0189'NORTH OF A WIRE FENCE.  A STANDARD REFERENCE MARK DISK THAT IS
 MD0189'STAMPED DEFIANCE NO 2 1943, SET IN TOP OF A 12 INCH SQUARE
 MD0189'CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1771 ***********************************************************************
 MD1771  DESIGNATION -  DEFIANCE W MUNICIPAL TK
 MD1771  PID         -  MD1771
 MD1771  STATE/COUNTY-  OH/DEFIANCE
 MD1771  USGS QUAD   -  DEFIANCE WEST (1977)
 MD1771
 MD1771                         *CURRENT SURVEY CONTROL
 MD1771  ___________________________________________________________________
 MD1771* NAD 83(1995)-  41 16 41.07573(N)    084 23 00.34370(W)     ADJUSTED  
 MD1771* NAVD 88     -                                                        
 MD1771  ___________________________________________________________________
 MD1771  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 MD1771  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 MD1771
 MD1771  HORZ ORDER  -  THIRD
 MD1771
 MD1771.The horizontal coordinates were established by classical geodetic methods
 MD1771.and adjusted by the National Geodetic Survey in April 1998..
 MD1771
 MD1771
 MD1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1771
 MD1771.The geoid height was determined by GEOID03.
 MD1771
 MD1771;                    North         East     Units Scale Factor Converg.
 MD1771;SPC OH N     -   180,645.156   442,226.038   MT  0.99994586   -1 14 14.3
 MD1771;UTM  16      - 4,572,929.273   719,140.190   MT  1.00019105   +1 43 36.7
 MD1771
 MD1771                          SUPERSEDED SURVEY CONTROL
 MD1771
 MD1771  NAD 83(1995)-  41 16 41.08097(N)    084 23 00.35964(W) AD(       ) 4
 MD1771  NAD 83(1986)-  41 16 41.08130(N)    084 23 00.36005(W) AD(       ) 4
 MD1771  NAD 27      -  41 16 40.91000(N)    084 23 00.55500(W) AD(       ) 3
 MD1771
 MD1771.Superseded values are not recommended for survey control.
 MD1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1771.See file dsdata.txt to determine how the superseded data were derived.
 MD1771
 MD1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1914072929(NAD 83)
 MD1771
 MD1771  HISTORY     - Date     Condition        Report By
 MD1771  HISTORY     - 1963     MONUMENTED       CGS
 MD1771  HISTORY     - 1984     GOOD             USPSQD
 MD1771
 MD1771                          STATION DESCRIPTION
 MD1771
 MD1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD1771'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED IN
 MD1771'THE WEST EDGE OF
 MD1771'THE CITY OF DEFIANCE, ON THE NORTH SIDE OF U.S. HIGHWAY 24, IN THE
 MD1771'WEST EDGE OF THE LAWN AT THE WATER
 MD1771'FILTRATION PLANT.  IT IS A 6 LEGGED STEEL TANK PAINTED
 MD1771'A LIGHT BROWN, WITH THE LEGEND DEFIANCE PAINTED IN
 MD1771'LARGE BLACK LETTERS ON THE SOUTHWEST
 MD1771'AND NORTHEAST SIDES.  THE OVERALL HEIGHT IS 140 FEET.
 MD1771'
 MD1771'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COUNCIL 1963,
 MD1771'THE DISTANCE BEING 514.5 FEET
 MD1771'AND 157.13 METERS.
 MD1771
 MD1771                          STATION RECOVERY (1984)
 MD1771
 MD1771'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MD1771'STATION FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1881 ***********************************************************************
 MD1881  SACS        -  This is a Secondary Airport Control Station.
 MD1881  DESIGNATION -  DEFPORT
 MD1881  PID         -  MD1881
 MD1881  STATE/COUNTY-  OH/DEFIANCE
 MD1881  USGS QUAD   -  DEFIANCE WEST (1977)
 MD1881
 MD1881                         *CURRENT SURVEY CONTROL
 MD1881  ___________________________________________________________________
 MD1881* NAD 83(1995)-  41 20 06.05763(N)    084 25 30.29871(W)     ADJUSTED  
 MD1881* NAVD 88     -       214.54   (meters)     703.9    (feet)  GPS OBS   
 MD1881  ___________________________________________________________________
 MD1881  X           -     465,940.804 (meters)                     COMP
 MD1881  Y           -  -4,773,548.996 (meters)                     COMP
 MD1881  Z           -   4,190,550.346 (meters)                     COMP
 MD1881  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 MD1881  ELLIP HEIGHT-         180.18  (meters)          (10/07/05) GPS OBS
 MD1881  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 MD1881
 MD1881  HORZ ORDER  -  FIRST
 MD1881  ELLP ORDER  -  FOURTH    CLASS I
 MD1881
 MD1881.This mark is at Defiance Mem Airport (DFI)
 MD1881
 MD1881.The horizontal coordinates were established by GPS observations
 MD1881.and adjusted by the National Geodetic Survey in May 1997..
 MD1881
 MD1881.The orthometric height was determined by GPS observations and a
 MD1881.high-resolution geoid model.
 MD1881
 MD1881.GPS derived orthometric heights for airport stations designated as
 MD1881.PACS or SACS are published to 2 decimal places.  This maintains
 MD1881.centimeter relative accuracy between the PACS and SACS.  It does
 MD1881.not indicate centimeter accuracy relative to other marks which are
 MD1881.part of the NAVD 88 network.
 MD1881
 MD1881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1881
 MD1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1881
 MD1881.The ellipsoidal height was determined by GPS observations
 MD1881.and is referenced to NAD 83.
 MD1881
 MD1881.The geoid height was determined by GEOID03.
 MD1881
 MD1881;                    North         East     Units Scale Factor Converg.
 MD1881;SPC OH N     -   187,043.155   438,876.811   MT  0.99995000   -1 15 52.9
 MD1881;UTM  16      - 4,579,146.910   715,463.638   MT  1.00017137   +1 42 04.6
 MD1881
 MD1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1881!SPC OH N     -   0.99997174  x   0.99995000  =   0.99992174
 MD1881!UTM  16      -   0.99997174  x   1.00017137  =   1.00014310
 MD1881
 MD1881|---------------------------------------------------------------------|
 MD1881| PID    Reference Object                     Distance      Geod. Az  |
 MD1881|                                                           dddmmss.s |
 MD1881| AB6048 DFI A                               264.533 METERS 28410     |
 MD1881|---------------------------------------------------------------------|
 MD1881
 MD1881                          SUPERSEDED SURVEY CONTROL
 MD1881
 MD1881  ELLIP H (05/30/97)  180.21   (m)                       GP(       ) 4 1
 MD1881  NAD 83(1995)-  41 20 06.06059(N)    084 25 30.30854(W) AD(       ) 3
 MD1881  NAD 83(1986)-  41 20 06.05810(N)    084 25 30.31262(W) AD(       ) 3
 MD1881  NAD 27      -  41 20 05.89749(N)    084 25 30.50040(W) AD(       ) 3
 MD1881  NGVD 29 (02/23/89)  214.8    (m)          705.     (f) GPS OBS        
 MD1881
 MD1881.Superseded values are not recommended for survey control.
 MD1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1881.See file dsdata.txt to determine how the superseded data were derived.
 MD1881
 MD1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1546479147(NAD 83)
 MD1881_MARKER: DH = HORIZONTAL CONTROL DISK
 MD1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1881_SP_SET: CONCRETE POST
 MD1881_STAMPING: DEFPORT 1986
 MD1881_MARK LOGO: NGS   
 MD1881_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1881+STABILITY: SURFACE MOTION
 MD1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1881+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1995
 MD1881
 MD1881  HISTORY     - Date     Condition        Report By
 MD1881  HISTORY     - 1986     MONUMENTED       NGS
 MD1881  HISTORY     - 19870925 GOOD
 MD1881  HISTORY     - 19951115 GOOD             NGS
 MD1881
 MD1881                          STATION DESCRIPTION
 MD1881
 MD1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MD1881'THE STATION IS ABOUT 13 MILES SOUTHEAST OF BRYAN, 4.5 MILES NORTHWEST
 MD1881'OF DEFIANCE ON THE DEFIANCE COUNTY PROPERTY AT THE DEFIANCE MEMORIAL
 MD1881'AIRPORT.  OWNERSHIP DEFIANCE COUNTY COMMISSIONERS C/O ANTHONY SAXTION
 MD1881'RR 1, DEFIANCE OHIO 43512  PHONE 419-658-2818
 MD1881'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 18 (WEST) ABOUT 3
 MD1881'MILES NORTHWEST OF DEFIANCE GO NORTHWEST ON STATE HIGHWAY 15 FOR 1.8
 MD1881'MILE TO A ROAD RIGHT.  TURN RIGHT, NORTH, AND GO .045 MILE TO THE S
 MD1881'STATION ON THE RIGHT.
 MD1881'THE STATION MARKS ARE STANDARD NGS STATION DISK STAMPED ---DEFPORT
 MD1881'1986---.  THE SURFACE DISK IS SET IN TOP OF A ROUND 25 CM CONCRETE
 MD1881'PST FLUSH WITH THE GROUND.  IT IS 71.4 METERS EAST NORTHEAST OF THE
 MD1881'NORTHEAST CORNER OF PARKING APRON,  23.0 METERS NORTHWEST OF THE BASE
 MD1881'OF THE TETRAHEDRON, 18.0 METERS SOUTH-SOUTHEAST OF THE TAXIWAY CENTER
 MD1881'LINE, 16.8 METERS SOUTHEAST OF A TAXIWAY LIGHT AND 0.3 METERS WEST OF
 MD1881'FIBERGLASS WITNESS POST.
 MD1881'DESCRIBED BY B.L. LAMBERT.  TYPED BY JAMES MALONEY 9/05/87.
 MD1881
 MD1881                          STATION RECOVERY (1987)
 MD1881
 MD1881'RECOVERED 1987
 MD1881'RECOVERED IN GOOD CONDITION.
 MD1881
 MD1881                          STATION RECOVERY (1995)
 MD1881
 MD1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MD1881'NOTE--THIS IS A SAC STATION.  THE STATION IS LOCATED ABOUT 21 KM
 MD1881'(13.05 MI) SOUTHEAST OF BRYAN, 7 KM (4.35 MI) NORTHWEST OF DEFIANCE AT
 MD1881'THE DEFIANCE MEMORIAL AIRPORT, ON A LOW RISE ALONG THE SOUTHEAST SIDE
 MD1881'OF A CONNECTOR TAXI, AND ADJACENT TO THE WIND TEE. OWNERSHIP--CITY OF
 MD1881'DEFIANCE, 07557 STATE ROUTE 15, DEFIANCE, OH. 43512.  AIRPORT MANAGER
 MD1881'IS TONY SAXTON.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 MD1881'18 (ABOUT 3 KM (1.85 MI) NORTHWEST OF DEFIANCE) , GO NORTHWEST ON
 MD1881'HIGHWAY 15 FOR 3.99 KM (2.45 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 MD1881'TURN RIGHT, NORTHEAST, ON AIRPORT ROAD 212 FOR 0.08 KM (0.05 MI) TO A
 MD1881'Y-JUNCTION AT A CIRCLE DRIVE. TURN RIGHT, EAST, THEN SOUTHEAST, ON THE
 MD1881'ROAD FOR 0.32 KM (0.20 MI) TO THE APRON AND THE STATION ON THE RIGHT.
 MD1881'THE STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST SET FLUSH
 MD1881'WITH THE GROUND.  IT IS 23.0 M (75.5 FT) NORTHWEST OF THE CENTER OF
 MD1881'THE BASE OF THE WIND TEE, 18.9 M (62.0 FT) SOUTHWEST OF, AND ABOUT 1 M
 MD1881'(3.3 FT) HIGHER THAN THE CENTER OF THE TAXI, AND 17.0 M (55.8 FT) EAST
 MD1881'OF A TAXI LIGHT. DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2095 ***********************************************************************
 KZ2095  DESIGNATION -  DEGRAFF MUNICIPAL TANK
 KZ2095  PID         -  KZ2095
 KZ2095  STATE/COUNTY-  OH/LOGAN
 KZ2095  USGS QUAD   -  DE GRAFF (1984)
 KZ2095
 KZ2095                         *CURRENT SURVEY CONTROL
 KZ2095  ___________________________________________________________________
 KZ2095* NAD 83(1995)-  40 18 36.29514(N)    083 54 58.08921(W)     ADJUSTED  
 KZ2095* NAVD 88     -                                                        
 KZ2095  ___________________________________________________________________
 KZ2095  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 KZ2095  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KZ2095
 KZ2095  HORZ ORDER  -  THIRD
 KZ2095
 KZ2095.The horizontal coordinates were established by classical geodetic methods
 KZ2095.and adjusted by the National Geodetic Survey in April 1998..
 KZ2095
 KZ2095
 KZ2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2095
 KZ2095.The geoid height was determined by GEOID03.
 KZ2095
 KZ2095;                    North         East     Units Scale Factor Converg.
 KZ2095;SPC OH N     -    72,427.154   479,621.640   MT  1.00002589   -0 55 49.2
 KZ2095;SPC OH S     -   257,408.629   479,616.396   MT  1.00006650   -0 53 54.8
 KZ2095;UTM  17      - 4,466,255.796   252,191.465   MT  1.00035600   -1 53 14.9
 KZ2095
 KZ2095                          SUPERSEDED SURVEY CONTROL
 KZ2095
 KZ2095  NAD 83(1986)-  40 18 36.30312(N)    083 54 58.09941(W) AD(       ) 4
 KZ2095  NAD 27      -  40 18 36.11000(N)    083 54 58.32000(W) AD(       ) 3
 KZ2095
 KZ2095.Superseded values are not recommended for survey control.
 KZ2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2095.See file dsdata.txt to determine how the superseded data were derived.
 KZ2095
 KZ2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE5219166256(NAD 83)
 KZ2095_MARKER: 51 = TANK
 KZ2095
 KZ2095  HISTORY     - Date     Condition        Report By
 KZ2095  HISTORY     - 1943     FIRST OBSERVED   CGS
 KZ2095  HISTORY     - 1988     GOOD             LOCENG
 KZ2095
 KZ2095                          STATION DESCRIPTION
 KZ2095
 KZ2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2095'THE STATION IS LOCATED NEAR THE CENTER OF THE VILLAGE OF DEGRAF.
 KZ2095'THE TANK IS A
 KZ2095'SOURCE OF MUNICIPAL WATER SUPPLY.  THE TANK IS SILVER
 KZ2095'PAINTED, ABOUT 125 FEET IN
 KZ2095'HEIGHT AND HAS THE FOLLOWING BLACK
 KZ2095'LETTERS INSCRIBED ON THE E AND W SIDES-
 KZ2095'DEGRAF, O.
 KZ2095'
 KZ2095'THE POINT SIGHTED UPON WAS THE BALL FINIAL AT THE PEAK OF THE
 KZ2095'ROOF.
 KZ2095'
 KZ2095'THIS IS AN INTERSECTION STATION.
 KZ2095
 KZ2095                          STATION RECOVERY (1988)
 KZ2095
 KZ2095'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (LCE)
 KZ2095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6075 ***********************************************************************
 AB6075  CBN         -  This is a Cooperative Base Network Control Station.
 AB6075  DESIGNATION -  DEL GAR
 AB6075  PID         -  AB6075
 AB6075  STATE/COUNTY-  OH/DELAWARE
 AB6075  USGS QUAD   -  DELAWARE (1973)
 AB6075
 AB6075                         *CURRENT SURVEY CONTROL
 AB6075  ___________________________________________________________________
 AB6075* NAD 83(1995)-  40 18 52.68340(N)    083 02 22.73539(W)     ADJUSTED  
 AB6075* NAVD 88     -       287.2    (meters)     942.     (feet)  GPS OBS   
 AB6075  ___________________________________________________________________
 AB6075  X           -     590,203.558 (meters)                     COMP
 AB6075  Y           -  -4,834,477.264 (meters)                     COMP
 AB6075  Z           -   4,104,850.304 (meters)                     COMP
 AB6075  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AB6075  ELLIP HEIGHT-         253.18  (meters)          (03/08/05) GPS OBS
 AB6075  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 AB6075
 AB6075  HORZ ORDER  -  B
 AB6075  ELLP ORDER  -  FOURTH    CLASS II
 AB6075
 AB6075.The horizontal coordinates were established by GPS observations
 AB6075.and adjusted by the National Geodetic Survey in August 1996..
 AB6075
 AB6075.The orthometric height was determined by GPS observations and a
 AB6075.high-resolution geoid model.
 AB6075
 AB6075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6075
 AB6075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6075
 AB6075.The ellipsoidal height was determined by GPS observations
 AB6075.and is referenced to NAD 83.
 AB6075
 AB6075.The geoid height was determined by GEOID03.
 AB6075
 AB6075;                    North         East     Units Scale Factor Converg.
 AB6075;SPC OH N     -    72,097.240   554,128.669   MT  1.00002486   -0 21 16.3
 AB6075;UTM  17      - 4,464,675.750   326,691.875   MT  0.99996974   -1 19 11.8
 AB6075
 AB6075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6075!SPC OH N     -   0.99996028  x   1.00002486  =   0.99998514
 AB6075!UTM  17      -   0.99996028  x   0.99996974  =   0.99993003
 AB6075
 AB6075                          SUPERSEDED SURVEY CONTROL
 AB6075
 AB6075  ELLIP H (08/20/96)  253.20   (m)                       GP(       ) 4 2
 AB6075
 AB6075.Superseded values are not recommended for survey control.
 AB6075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6075.See file dsdata.txt to determine how the superseded data were derived.
 AB6075
 AB6075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2669264676(NAD 83)
 AB6075_MARKER: I = METAL ROD
 AB6075_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6075_STAMPING: DEL GAR 1995
 AB6075_MARK LOGO: OHDT  
 AB6075_PROJECTION: FLUSH
 AB6075_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6075+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6075_ROD/PIPE-DEPTH: 3.0  meters
 AB6075_SLEEVE-DEPTH  : 0.9 meters
 AB6075
 AB6075  HISTORY     - Date     Condition        Report By
 AB6075  HISTORY     - 1995     MONUMENTED       OHDT
 AB6075
 AB6075                          STATION DESCRIPTION
 AB6075
 AB6075'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (KRA)
 AB6075'STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH OF ASHLEY, 4.2 KM
 AB6075'(2.60 MI) NORTHEAST OF DELAWARE ALONG US HIGHWAY 42 AT THE OHIO
 AB6075'DEPARTMENT OF TRANSPORTATION, DELAWARE COUNTY GARAGE, INSIDE THE
 AB6075'COMPOUND.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 37 (EAST
 AB6075'CENTRAL AVENUE) AND US HIGHWAY 42 (LAKE STREET) IN DELAWARE, GO
 AB6075'NORTHEAST ON US HIGHWAY 42 FOR 2.6 KM (1.60 MI) TO THE SECOND ODOT
 AB6075'GARAGE ENTRANCE AND STATION ON THE RIGHT.  STATION MARK IS 22.6 M
 AB6075'(74.1 FT) EAST OF THE EAST ENTRANCE DRIVE EDGE, 15.0 M (49.2 FT)
 AB6075'SOUTHWEST OF A CHAIN LINK FENCE AND 9.2 M (30.2 FT) SOUTH OF A CHAIN
 AB6075'LINK FENCE AND WITNESS POST.  OWNERSHIP--STATE OF OHIO, DEPARTMENT OF
 AB6075'TRANSPORTATION, DISTRICT 6 DEPUTY DIRECTOR, 400 EAST WALNUT STREET,
 AB6075'DELAWARE, OHIO 43015.  THE MARK IS ACCESSIBLE ONLY BY APPOINTMENT.
 AB6075'CONTACT THE ODOT DELAWARE COUNTY SUPERINTENDENT, (614) 363-3713, FOR
 AB6075'ACCESS TO MARK.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A
 AB6075'REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6044 ***********************************************************************
 AB6044  CBN         -  This is a Cooperative Base Network Control Station.
 AB6044  DESIGNATION -  DEL OUTPOST
 AB6044  PID         -  AB6044
 AB6044  STATE/COUNTY-  OH/ALLEN
 AB6044  USGS QUAD   -  DELPHOS (1982)
 AB6044
 AB6044                         *CURRENT SURVEY CONTROL
 AB6044  ___________________________________________________________________
 AB6044* NAD 83(1995)-  40 50 42.45585(N)    084 19 16.23799(W)     ADJUSTED  
 AB6044* NAVD 88     -       235.7    (meters)     773.     (feet)  GPS OBS   
 AB6044  ___________________________________________________________________
 AB6044  X           -     478,136.785 (meters)                     COMP
 AB6044  Y           -  -4,808,294.844 (meters)                     COMP
 AB6044  Z           -   4,149,559.310 (meters)                     COMP
 AB6044  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 AB6044  ELLIP HEIGHT-         201.28  (meters)          (03/08/05) GPS OBS
 AB6044  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 AB6044
 AB6044  HORZ ORDER  -  B
 AB6044  ELLP ORDER  -  FOURTH    CLASS II
 AB6044
 AB6044.The horizontal coordinates were established by GPS observations
 AB6044.and adjusted by the National Geodetic Survey in August 1996..
 AB6044
 AB6044.The orthometric height was determined by GPS observations and a
 AB6044.high-resolution geoid model.
 AB6044
 AB6044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6044
 AB6044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6044
 AB6044.The ellipsoidal height was determined by GPS observations
 AB6044.and is referenced to NAD 83.
 AB6044
 AB6044.The geoid height was determined by GEOID03.
 AB6044
 AB6044;                    North         East     Units Scale Factor Converg.
 AB6044;SPC OH N     -   132,466.394   446,436.175   MT  0.99994665   -1 11 47.1
 AB6044;UTM  16      - 4,525,018.988   725,831.671   MT  1.00022776   +1 45 09.8
 AB6044
 AB6044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6044!SPC OH N     -   0.99996843  x   0.99994665  =   0.99991508
 AB6044!UTM  16      -   0.99996843  x   1.00022776  =   1.00019618
 AB6044
 AB6044                          SUPERSEDED SURVEY CONTROL
 AB6044
 AB6044  ELLIP H (08/20/96)  201.31   (m)                       GP(       ) 4 2
 AB6044
 AB6044.Superseded values are not recommended for survey control.
 AB6044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6044.See file dsdata.txt to determine how the superseded data were derived.
 AB6044
 AB6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL2583225019(NAD 83)
 AB6044_MARKER: DD = SURVEY DISK
 AB6044_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6044_STAMPING: DEL OUTPOST 1995
 AB6044_MARK LOGO: OHDT  
 AB6044_PROJECTION: FLUSH
 AB6044_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB6044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6044+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6044_ROD/PIPE-DEPTH: 5.4  meters
 AB6044_SLEEVE-DEPTH  : 1.1 meters
 AB6044
 AB6044  HISTORY     - Date     Condition        Report By
 AB6044  HISTORY     - 1995     MONUMENTED       OHDT
 AB6044
 AB6044                          STATION DESCRIPTION
 AB6044
 AB6044'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (EAA)
 AB6044'STATION IS LOCATED AT ODOT OUTPOST ON GRONE ROAD, DELPHOS, OHIO.  TO
 AB6044'REACH THE STATION FROM THE JUCTION OF US HIGHWAY 30 AND OLD US HIGHWAY
 AB6044'30 (FIFTH STREET) GO WEST ON OLD US 30 (FIFTH STREET) 1.05 KM (0.65
 AB6044'MI) TO GRONE ROAD, TURN LEFT (SOUTH) ON GRONE ROAD AND GO 0.08 KM
 AB6044'(0.05 MI) TO ODOT OUTPOST ENTRANCE DRIVE ON RIGHT.  TURN RIGHT (WEST)
 AB6044'IN DRIVE AND FOLLOW TO SOUTH SIDE OF COMPOUND.  STATION LIES 19.8 M
 AB6044'(65.0 FT) SOUTHWEST OF SOUTHWEST CORNER OF METAL BUILDING, 14.2 M
 AB6044'(46.6 FT) NORTH OF SECURITY FENCE, 4.0 M (13.1 FT) SOUTH OF SOUTH EDGE
 AB6044'OF PAVED DRIVE AND 0.3 M (1.0 FT) SOUTH OF ORANGE NOAA WITNESS POST.
 AB6044'MARK IS UNDER A PROTECTIVE ALUMINUM COVER ALSO STAMPED --DEL
 AB6044'OUTPOST--.  OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION,
 AB6044'DISTRICT 1 DEPUTY DIRECTOR, 1885 MCCULLOUGH STREET, LIMA, OHIO 45801.
 AB6044'STATION IS ACCESSIBLE ONLY BY ARRANGEMENT. CONTACT THE ODOT VAN WERT
 AB6044'COUNTY SUPERINTENDENT, (419) 238-5424, FOR ACCESS TO MARK.
 AB6044'NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2239 ***********************************************************************
 HY2239  DESIGNATION -  DELAMERENS
 HY2239  PID         -  HY2239
 HY2239  STATE/COUNTY-  OH/GALLIA
 HY2239  USGS QUAD   -  VINTON (1975)
 HY2239
 HY2239                         *CURRENT SURVEY CONTROL
 HY2239  ___________________________________________________________________
 HY2239* NAD 83(1995)-  38 57 06.08010(N)    082 17 45.96522(W)     ADJUSTED  
 HY2239* NAVD 88     -       267.4    (meters)     877.     (feet)  VERTCON   
 HY2239  ___________________________________________________________________
 HY2239  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HY2239  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HY2239
 HY2239  HORZ ORDER  -  SECOND
 HY2239
 HY2239.The horizontal coordinates were established by classical geodetic methods
 HY2239.and adjusted by the National Geodetic Survey in April 1998..
 HY2239
 HY2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2239
 HY2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2239
 HY2239.The geoid height was determined by GEOID03.
 HY2239
 HY2239;                    North         East     Units Scale Factor Converg.
 HY2239;SPC OH S     -   105,670.258   617,674.356   MT  0.99996425   +0 07 45.8
 HY2239;UTM  17      - 4,312,214.139   387,689.992   MT  0.99975532   -0 48 53.6
 HY2239
 HY2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2239!SPC OH S     -   0.99996336  x   0.99996425  =   0.99992761
 HY2239!UTM  17      -   0.99996336  x   0.99975532  =   0.99971869
 HY2239
 HY2239|---------------------------------------------------------------------|
 HY2239| PID    Reference Object                     Distance      Geod. Az  |
 HY2239|                                                           dddmmss.s |
 HY2239| HY2236 PORTER STANDPIPE                     33.880 METERS 02158     |
 HY2239| HY2237 DELAMERENS AZ MK A PT               APPROX. 3.2 KM 1572202.0 |
 HY2239| HY2238 DELAMERENS AZ MK                    APPROX. 3.2 KM 1572610.4 |
 HY2239| DB9179 DELAMERENS RM 1                       6.597 METERS 20613     |
 HY2239| HY2240 DELAMERENS RM 2                       7.476 METERS 30350     |
 HY2239|---------------------------------------------------------------------|
 HY2239
 HY2239                          SUPERSEDED SURVEY CONTROL
 HY2239
 HY2239  NAD 83(1995)-  38 57 06.08447(N)    082 17 45.97261(W) AD(       ) 2
 HY2239  NAD 83(1986)-  38 57 06.08852(N)    082 17 45.97217(W) AD(       ) 2
 HY2239  NAD 27      -  38 57 05.80774(N)    082 17 46.42566(W) AD(       ) 2
 HY2239  NGVD 29 (07/19/86)  267.6    (m)          878.     (f) VERT ANG       
 HY2239
 HY2239.Superseded values are not recommended for survey control.
 HY2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2239.See file dsdata.txt to determine how the superseded data were derived.
 HY2239
 HY2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD8769012214(NAD 83)
 HY2239_MARKER: DD = SURVEY DISK
 HY2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2239_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2239
 HY2239  HISTORY     - Date     Condition        Report By
 HY2239  HISTORY     - 1976     MONUMENTED       NGS
 HY2239
 HY2239                          STATION DESCRIPTION
 HY2239
 HY2239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2239'THE STATION IS ABOUT 3 MILES SOUTHEAST OF VINTON, 2-1/2 MILES
 HY2239'NORTH OF BIDWELL, 2 MILES NORTHWEST OF PORTER, AT THE SITE OF
 HY2239'THE PORTER STANDPIPE AND ON PROPERTY OF DR. J. A. DELAMERENS,
 HY2239'136 GARFIELD, GALLIPOLIS, OHIO, 45631, TELEPHONE NUMBER 214-
 HY2239'446-4191.
 HY2239'
 HY2239'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 160
 HY2239'AND 554 IN PORTER, GO NORTHWESTERLY ON HIGHWAY 160 FOR 2.0
 HY2239'MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HY2239'EASTERLY ON GRAVELED ROAD FOR 0.05 MILE TO A WIRE GATE ON THE
 HY2239'RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE, GO SOUTHERLY
 HY2239'PASSING TO THE EAST SIDE OF THE STANDPIPE TO THE HIGHEST PART
 HY2239'OF THE HILL AND THE STATION.
 HY2239'
 HY2239'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 HY2239'160 AND 554, GO SOUTHERLY ON HIGHWAY 160 FOR 0.05 MILE TO THE
 HY2239'AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE HIGHWAY.
 HY2239'
 HY2239'STATION MARKS ARE STANDARD DISKS STAMPED---DELAMERENS 1976---.
 HY2239'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HY2239'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 HY2239'106 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE PORTER
 HY2239'STANDPIPE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 HY2239'OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 HY2239'
 HY2239'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---DELAMERENS NO 1
 HY2239'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HY2239'THAT IS FLUSH WITH THE GROUND.  NOTHING PROMINENT TO LOCALIZE.
 HY2239'ABOUT 1 FOOT LOWER THAN STATION.
 HY2239'
 HY2239'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---DELAMERENS NO 2
 HY2239'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HY2239'THAT IS FLUSH WITH THE GROUND.  NOTHING PROMINENT TO LOCALIZE.
 HY2239'IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 HY2239'
 HY2239'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK
 HY2239'STAMPED---DELAMERENS AZ 1976---, SET IN THE TOP OF A 12-INCH
 HY2239'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 HY2239'57 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 160, 24.5 FEET
 HY2239'NORTHWEST OF A 36-INCH WALNUT TREE AND 24 FEET WEST OF A 6-INCH
 HY2239'TREE.
 HY2239'
 HY2239'HEIGHT OF LIGHT ABOVE MARK IS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2238 ***********************************************************************
 HY2238  DESIGNATION -  DELAMERENS AZ MK
 HY2238  PID         -  HY2238
 HY2238  STATE/COUNTY-  OH/GALLIA
 HY2238  USGS QUAD   -  VINTON (1975)
 HY2238
 HY2238                         *CURRENT SURVEY CONTROL
 HY2238  ___________________________________________________________________
 HY2238* NAD 83(1995)-  38 55 30.61508(N)    082 16 55.18526(W)     ADJUSTED  
 HY2238* NAVD 88     -       219.9    (meters)     721.     (feet)  VERTCON   
 HY2238  ___________________________________________________________________
 HY2238  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 HY2238  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 HY2238
 HY2238  HORZ ORDER  -  SECOND
 HY2238
 HY2238.The horizontal coordinates were established by classical geodetic methods
 HY2238.and adjusted by the National Geodetic Survey in April 1998..
 HY2238
 HY2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2238
 HY2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2238
 HY2238.The geoid height was determined by GEOID03.
 HY2238
 HY2238;                    North         East     Units Scale Factor Converg.
 HY2238;SPC OH S     -   102,729.339   618,904.159   MT  0.99996782   +0 08 18.0
 HY2238;UTM  17      - 4,309,253.984   388,870.921   MT  0.99975207   -0 48 20.0
 HY2238
 HY2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2238!SPC OH S     -   0.99997080  x   0.99996782  =   0.99993863
 HY2238!UTM  17      -   0.99997080  x   0.99975207  =   0.99972288
 HY2238
 HY2238|---------------------------------------------------------------------|
 HY2238| PID    Reference Object                     Distance      Geod. Az  |
 HY2238|                                                           dddmmss.s |
 HY2238| HY2237 DELAMERENS AZ MK A PT                 5.909 METERS 01753     |
 HY2238| HY2239 DELAMERENS                          APPROX. 3.2 KM 3372642.3 |
 HY2238|---------------------------------------------------------------------|
 HY2238
 HY2238                          SUPERSEDED SURVEY CONTROL
 HY2238
 HY2238  NAD 83(1995)-  38 55 30.61947(N)    082 16 55.19248(W) AD(       ) 2
 HY2238  NAD 83(1986)-  38 55 30.62358(N)    082 16 55.19200(W) AD(       ) 2
 HY2238  NAD 27      -  38 55 30.34082(N)    082 16 55.64880(W) AD(       ) 2
 HY2238  NGVD 29 (07/19/86)  220.1    (m)          722.     (f) VERT ANG       
 HY2238
 HY2238.Superseded values are not recommended for survey control.
 HY2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2238.See file dsdata.txt to determine how the superseded data were derived.
 HY2238
 HY2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD8887109254(NAD 83)
 HY2238_MARKER: DD = SURVEY DISK
 HY2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY2238_STAMPING: DELAMERENS 1976
 HY2238_MARK LOGO: NGS   
 HY2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2238+STABILITY: SURFACE MOTION
 HY2238
 HY2238  HISTORY     - Date     Condition        Report By
 HY2238  HISTORY     - 1976     MONUMENTED       NGS
 HY2238
 HY2238                          STATION DESCRIPTION
 HY2238
 HY2238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2238'AN EDM TRAVERSE TIE WAS MADE FROM DELAMERENS 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2240 ***********************************************************************
 HY2240  DESIGNATION -  DELAMERENS RM 2
 HY2240  PID         -  HY2240
 HY2240  STATE/COUNTY-  OH/GALLIA
 HY2240  USGS QUAD   -  VINTON (1975)
 HY2240
 HY2240                         *CURRENT SURVEY CONTROL
 HY2240  ___________________________________________________________________
 HY2240* NAD 83(1995)-  38 57 06.21506(N)    082 17 46.22314(W)     ADJUSTED  
 HY2240* NAVD 88     -       267.5    (meters)     878.     (feet)  VERTCON   
 HY2240  ___________________________________________________________________
 HY2240  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HY2240  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 HY2240
 HY2240  HORZ ORDER  -  SECOND
 HY2240
 HY2240.The horizontal coordinates were established by classical geodetic methods
 HY2240.and adjusted by the National Geodetic Survey in April 1998..
 HY2240
 HY2240.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2240
 HY2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2240
 HY2240.The geoid height was determined by GEOID03.
 HY2240
 HY2240;                    North         East     Units Scale Factor Converg.
 HY2240;SPC OH S     -   105,674.406   617,668.137   MT  0.99996424   +0 07 45.6
 HY2240;UTM  17      - 4,312,218.387   387,683.842   MT  0.99975533   -0 48 53.8
 HY2240
 HY2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2240!SPC OH S     -   0.99996334  x   0.99996424  =   0.99992758
 HY2240!UTM  17      -   0.99996334  x   0.99975533  =   0.99971868
 HY2240
 HY2240|---------------------------------------------------------------------|
 HY2240| PID    Reference Object                     Distance      Geod. Az  |
 HY2240|                                                           dddmmss.s |
 HY2240| HY2239 DELAMERENS                            7.476 METERS 12350     |
 HY2240| HY2241 MARK                                APPROX.11.1 KM 1681307.8 |
 HY2240|---------------------------------------------------------------------|
 HY2240
 HY2240                          SUPERSEDED SURVEY CONTROL
 HY2240
 HY2240  NAD 83(1995)-  38 57 06.21943(N)    082 17 46.23054(W) AD(       ) 2
 HY2240  NAD 83(1986)-  38 57 06.22347(N)    082 17 46.23008(W) AD(       ) 2
 HY2240  NAD 27      -  38 57 05.94269(N)    082 17 46.68356(W) AD(       ) 2
 HY2240  NGVD 29 (07/19/86)  267.7    (m)          878.     (f) VERT ANG       
 HY2240
 HY2240.Superseded values are not recommended for survey control.
 HY2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2240.See file dsdata.txt to determine how the superseded data were derived.
 HY2240
 HY2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD8768412218(NAD 83)
 HY2240_MARKER: DD = SURVEY DISK
 HY2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY2240_STAMPING: DELAMERENS NO 2 1976
 HY2240_MARK LOGO: NGS   
 HY2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2240+STABILITY: SURFACE MOTION
 HY2240
 HY2240  HISTORY     - Date     Condition        Report By
 HY2240  HISTORY     - 1976     MONUMENTED       NGS
 HY2240
 HY2240                          STATION DESCRIPTION
 HY2240
 HY2240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2240'THIS MARK WAS USED AS AN A POINT TO VERIFY THE POSITION OF
 HY2240'DELAMERENS 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1565 ***********************************************************************
 KZ1565  DESIGNATION -  DELAWARE
 KZ1565  PID         -  KZ1565
 KZ1565  STATE/COUNTY-  OH/DELAWARE
 KZ1565  USGS QUAD   -  DELAWARE (1973)
 KZ1565
 KZ1565                         *CURRENT SURVEY CONTROL
 KZ1565  ___________________________________________________________________
 KZ1565* NAD 83(1986)-  40 17 56.     (N)    083 04 15.     (W)     SCALED    
 KZ1565* NAVD 88     -       268.130  (meters)     879.69   (feet)  ADJUSTED  
 KZ1565  ___________________________________________________________________
 KZ1565  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ1565  DYNAMIC HT  -         267.992 (meters)     879.24  (feet)  COMP
 KZ1565  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 KZ1565
 KZ1565  VERT ORDER  -  FIRST     CLASS I
 KZ1565
 KZ1565.The horizontal coordinates were scaled from a topographic map and have
 KZ1565.an estimated accuracy of +/- 6 seconds.
 KZ1565
 KZ1565.The orthometric height was determined by differential leveling
 KZ1565.and adjusted by the National Geodetic Survey in June 1991..
 KZ1565.WARNING-Repeat measurements at this control monument indicate possible
 KZ1565.vertical movement.
 KZ1565
 KZ1565.The geoid height was determined by GEOID03.
 KZ1565
 KZ1565.The dynamic height is computed by dividing the NAVD 88
 KZ1565.geopotential number by the normal gravity value computed on the
 KZ1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1565.degrees latitude (g = 980.6199 gals.).
 KZ1565
 KZ1565.The modeled gravity was interpolated from observed gravity values.
 KZ1565
 KZ1565;                    North         East    Units  Estimated Accuracy
 KZ1565;SPC OH N     -    70,370.      551,470.      MT  (+/- 180 meters Scaled)
 KZ1565
 KZ1565                          SUPERSEDED SURVEY CONTROL
 KZ1565
 KZ1565  NGVD 29 (??/??/92)  268.297  (m)          880.24   (f) ADJ UNCH    1 1
 KZ1565
 KZ1565.Superseded values are not recommended for survey control.
 KZ1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1565.See file dsdata.txt to determine how the superseded data were derived.
 KZ1565
 KZ1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE240629(NAD 83)
 KZ1565_MARKER: DB = BENCH MARK DISK
 KZ1565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1565_SP_SET: STEP
 KZ1565_STAMPING: 880.238 DELAWARE 1934
 KZ1565_MARK LOGO: CGS   
 KZ1565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1565
 KZ1565  HISTORY     - Date     Condition        Report By
 KZ1565  HISTORY     - 1934     MONUMENTED       CGS
 KZ1565  HISTORY     - 1967     GOOD             CGS
 KZ1565  HISTORY     - 1990     GOOD             USPSQD
 KZ1565  HISTORY     - 20041205 GOOD             USPSQD
 KZ1565
 KZ1565                          STATION DESCRIPTION
 KZ1565
 KZ1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1565'AT DELAWARE.
 KZ1565'AT DELAWARE, AT THE INTERSECTION OF WEST WILLIAM AND WASHINGTON
 KZ1565'STREET, SET ON THE TOP OF THE SOUTHWEST CORNER OF THE LANDING AT
 KZ1565'THE TOP OF THE STEP LEADING TO THE SOUTH ENTRANCE TO THE FRAND
 KZ1565'B WILLIS HIGH SCHOOL (NOW USED AS AN ELEMENTARY SCHOOL), 141 FEET
 KZ1565'EAST OF THE EAST CURB OF WASHINGTON STREET, 33 FEET NORTH OF
 KZ1565'THE NORTH CURB OF WEST WILLIAM STREET AND 3 FEET ABOVE THE LEVEL
 KZ1565'OF THE STREETS.
 KZ1565
 KZ1565                          STATION RECOVERY (1990)
 KZ1565
 KZ1565'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1565'RECOVERED IN GOOD CONDITION.
 KZ1565
 KZ1565                          STATION RECOVERY (2004)
 KZ1565
 KZ1565'RECOVERY NOTE BY US POWER SQUADRON 2004
 KZ1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1572 ***********************************************************************
 KZ1572  DESIGNATION -  DELAWARE
 KZ1572  PID         -  KZ1572
 KZ1572  STATE/COUNTY-  OH/DELAWARE
 KZ1572  USGS QUAD   -  DELAWARE (1973)
 KZ1572
 KZ1572                         *CURRENT SURVEY CONTROL
 KZ1572  ___________________________________________________________________
 KZ1572* NAD 83(1995)-  40 17 55.89170(N)    083 04 34.15992(W)     ADJUSTED  
 KZ1572* NAVD 88     -       281.278  (meters)     922.83   (feet)  ADJUSTED  
 KZ1572  ___________________________________________________________________
 KZ1572  X           -     587,259.155 (meters)                     COMP
 KZ1572  Y           -  -4,835,972.864 (meters)                     COMP
 KZ1572  Z           -   4,103,510.641 (meters)                     COMP
 KZ1572  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 KZ1572  ELLIP HEIGHT-         247.36  (meters)          (10/07/05) GPS OBS
 KZ1572  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ1572  DYNAMIC HT  -         281.132 (meters)     922.35  (feet)  COMP
 KZ1572  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 KZ1572
 KZ1572  HORZ ORDER  -  FIRST
 KZ1572  VERT ORDER  -  FIRST     CLASS I
 KZ1572  ELLP ORDER  -  FOURTH    CLASS I
 KZ1572
 KZ1572.The horizontal coordinates were established by classical geodetic methods
 KZ1572.and adjusted by the National Geodetic Survey in April 1998..
 KZ1572
 KZ1572.The orthometric height was determined by differential leveling
 KZ1572.and adjusted by the National Geodetic Survey in June 1991..
 KZ1572
 KZ1572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1572
 KZ1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1572
 KZ1572.The ellipsoidal height was determined by GPS observations
 KZ1572.and is referenced to NAD 83.
 KZ1572
 KZ1572.The geoid height was determined by GEOID03.
 KZ1572
 KZ1572.The dynamic height is computed by dividing the NAVD 88
 KZ1572.geopotential number by the normal gravity value computed on the
 KZ1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1572.degrees latitude (g = 980.6199 gals.).
 KZ1572
 KZ1572.The modeled gravity was interpolated from observed gravity values.
 KZ1572
 KZ1572;                    North         East     Units Scale Factor Converg.
 KZ1572;SPC OH N     -    70,365.365   551,013.980   MT  1.00002848   -0 22 42.6
 KZ1572;SPC OH S     -   255,374.604   551,012.248   MT  1.00006335   -0 21 56.1
 KZ1572;UTM  17      - 4,462,996.664   323,548.617   MT  0.99998328   -1 20 35.3
 KZ1572
 KZ1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1572!SPC OH N     -   0.99996120  x   1.00002848  =   0.99998968
 KZ1572!SPC OH S     -   0.99996120  x   1.00006335  =   1.00002454
 KZ1572!UTM  17      -   0.99996120  x   0.99998328  =   0.99994448
 KZ1572
 KZ1572:                Primary Azimuth Mark                     Grid Az
 KZ1572:SPC OH N     -  DELAWARE DEPT HIGHWAYS STACK             097 41 34.4
 KZ1572:SPC OH S     -  DELAWARE DEPT HIGHWAYS STACK             097 40 47.9
 KZ1572:UTM  17      -  DELAWARE DEPT HIGHWAYS STACK             098 39 27.1
 KZ1572
 KZ1572|---------------------------------------------------------------------|
 KZ1572| PID    Reference Object                     Distance      Geod. Az  |
 KZ1572|                                                           dddmmss.s |
 KZ1572| KZ2023 DELAWARE DEPT HIGHWAYS STACK        APPROX. 2.3 KM 0971851.8 |
 KZ1572| KZ2022 DELAWARE WESLEYAN U CHAPEL          APPROX. 0.8 KM 1065309.8 |
 KZ1572| KZ2021 DELAWARE ST PAULS ME CHURCH         APPROX. 0.6 KM 1201508.3 |
 KZ1572| KZ2019 DELAWARE SOUTH SCHOOL STEEPLE       APPROX. 0.8 KM 1565407.5 |
 KZ1572| KZ1573 DELAWARE RM 1                        38.496 METERS 22622     |
 KZ1572| KZ1571 DELAWARE AZ MK                                     2925928.9 |
 KZ1572| KZ2027 EVANS                               APPROX. 5.6 KM 2952138.2 |
 KZ1572| KZ1566 DELAWARE RM 2                        44.483 METERS 29751     |
 KZ1572| KZ2020 DELAWARE WESLEYAN U STACK           292.918 METERS 32528     |
 KZ1572|---------------------------------------------------------------------|
 KZ1572
 KZ1572                          SUPERSEDED SURVEY CONTROL
 KZ1572
 KZ1572  NAD 83(1986)-  40 17 55.89992(N)    083 04 34.16895(W) AD(       ) 1
 KZ1572  NAD 27      -  40 17 55.67900(N)    083 04 34.49400(W) AD(       ) 1
 KZ1572  NAVD 88 (03/27/92)  281.28   (m)          922.8    (f) LEVELING    3  
 KZ1572  NGVD 29 (??/??/92)  281.444  (m)          923.37   (f) ADJ UNCH    1 1
 KZ1572
 KZ1572.Superseded values are not recommended for survey control.
 KZ1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1572.See file dsdata.txt to determine how the superseded data were derived.
 KZ1572
 KZ1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2354962997(NAD 83)
 KZ1572_MARKER: DS = TRIANGULATION STATION DISK
 KZ1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1572_SP_SET: CONCRETE POST
 KZ1572_STAMPING: DELAWARE 1933
 KZ1572_MARK LOGO: CGS   
 KZ1572_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1572+STABILITY: SURFACE MOTION
 KZ1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1572+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1991
 KZ1572
 KZ1572  HISTORY     - Date     Condition        Report By
 KZ1572  HISTORY     - 1933     MONUMENTED       CGS
 KZ1572  HISTORY     - 1967     GOOD             CGS
 KZ1572  HISTORY     - 1967     GOOD             CGS
 KZ1572  HISTORY     - 1990     GOOD             USPSQD
 KZ1572  HISTORY     - 19901116 GOOD             WOOLPT
 KZ1572  HISTORY     - 19910217 GOOD
 KZ1572  HISTORY     - 20041205 GOOD             USPSQD
 KZ1572
 KZ1572                          STATION DESCRIPTION
 KZ1572
 KZ1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ1572'STATION IS
 KZ1572'LOCATED ON THE
 KZ1572'CAMPUS OF OHIO-WESLEYAN UNIVERSITY NEAR THE STUYVESANT
 KZ1572'HALL DORMITORY IN THE CITY OF
 KZ1572'DELAWARE, ON A TERRACE ON
 KZ1572'THE SOUTH SIDE OF WILLIAM STREET AND IS ABOUT
 KZ1572'MIDWAY BETWEEN
 KZ1572'STUYVESANT HALL DORMITORY AND THE STUDENT OBSERVATORY.  IT IS
 KZ1572'FLUSH WITH
 KZ1572'THE GROUND AND IS 108 FEET NORTHEAST OF THE WEST
 KZ1572'CORNER OF THE WEST WING OF
 KZ1572'STUYVESANT HALL, 109.5 FEET WEST OF
 KZ1572'THE NORTH CORNER AND 17 FEET NORTHWEST OF A
 KZ1572'RETAINING WALL WHICH
 KZ1572'IS ON THE WEST AND NORTH SIDES OF DRIVEWAY LEADING TO STUYVESANT
 KZ1572'HALL, AND IS 80 FEET EAST OF THE SOUTH CORNER OF THE OBSERVATORY.
 KZ1572'
 KZ1572'TO REACH THE STATION, GO NORTHWEST 0.4 MILE ON WILLIAM
 KZ1572'STREET FROM THE
 KZ1572'INTERSECTION OF WILLIAM STREET AND NORTH SANDUSKY
 KZ1572'STREET, THE MAIN STREET OF DELAWARE.
 KZ1572'
 KZ1572'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KZ1572'BRONZE DISKS SET IN CONCRETE.
 KZ1572'
 KZ1572'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF THE DRIVEWAY RETAINING
 KZ1572'WALL, 56.5 FEET
 KZ1572'SOUTH OF THE SOUTH CORNER OF THE OBSERVATORY,
 KZ1572'88 FEET WEST OF THE WEST CORNER OF
 KZ1572'STUYVESANT HALL, 126.30 FEET
 KZ1572'SOUTHWEST OF THE STATION, AND IS SET FLUSH WITH THE
 KZ1572'GROUND.  REFERENCE
 KZ1572'MARK NO. 2 IS ON THE LAWN IN FRONT OF THE OBSERVATORY,
 KZ1572'145.94 FEET
 KZ1572'NORTHWEST OF THE STATION, 43 FEET SOUTHWEST OF THE
 KZ1572'SOUTH CURB OF WILLIAM STREET,
 KZ1572'28 FEET EAST OF THE CENTER LINE OF
 KZ1572'THE DRIVEWAY LEADING TO STUYVESANT HALL, 52 FEET
 KZ1572'NORTH OF THE
 KZ1572'WEST CORNER OF THE FRONT DOOR OF THE OBSERVATORY, AND IS SET
 KZ1572'FLUSH WITH THE GROUND.
 KZ1572'
 KZ1572'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTH OF THE STATION,
 KZ1572'2.5 FEET NORTH OF
 KZ1572'THE NORTH CURB OF WILLIAM STREET, 43
 KZ1572'FEET SOUTH OF THE SOUTHWEST CORNER
 KZ1572'OF A STONE HOUSE, NO. 250
 KZ1572'WILLIAM STREET, 1.5 FEET EAST OF THE WEST RANGE OF
 KZ1572'THE STONE
 KZ1572'HOUSE, AND IS FLUSH WITH THE GROUND.
 KZ1572'
 KZ1572'A 103-FOOT TOWER WILL CLEAR ALL LINES FROM THIS STATION.
 KZ1572
 KZ1572                          STATION RECOVERY (1967)
 KZ1572
 KZ1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 KZ1572'THE STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE
 KZ1572'ALL RECOVERED AND IN GOOD CONDITION.
 KZ1572'
 KZ1572'THE STATION IS LOCATED IN THE TOWN OF DELAWARE AND ON THE CAMPUS OF
 KZ1572'WESLEYAN UNIVERSITY, NEAR THE JUNCTION OF WEST WILLIAM AND ELIZABETH
 KZ1572'STREET, 104 FEET SOUTH OF THE SOUTH CURB OF WEST WILLIAM STREET,
 KZ1572'80.3 FEET NORTHEAST OF THE SOUTHEAST CORNER OF AN OBSERVATORY, 17
 KZ1572'FEET NORTHWEST OF A CONCRETE WALL, 10 FEET SOUTHEAST OF A FLAGPOLE,
 KZ1572'ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF ELIZABETH STREET AND
 KZ1572'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KZ1572'
 KZ1572'RM NO. 1 IS 126.3 FEET SOUTHWEST OF THE STATION, 56.4 FEET SOUTHEAST
 KZ1572'OF THE SOUTHWEST CORNER OF THE SOUTHEAST WING OF THE OBSERVATORY,
 KZ1572'1.8 FEET NORTH OF THE NORTH FACE OF A CONCRETE WALL AND SET IN THE
 KZ1572'TOP OF A CONCRETE POST 1 INCH UNDERGROUND.
 KZ1572'
 KZ1572'RM NO. 2 IS 146.0 FEET NORTHWEST OF THE STATION, 44 FEET SOUTH OF THE
 KZ1572'SOUTH CURB OF WEST WILLIAM STREET, 62.5 FEET NORTH OF THE NORTHWEST
 KZ1572'CORNER OF AN OBSERVATORY, ABOUT 15 FEET ABOVE THE LEVEL OF THE
 KZ1572'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 KZ1572'THE LEVEL OF THE GROUND.
 KZ1572'
 KZ1572'THE AZIMUTH MARK IS ABOUT 0.1 MILE WEST ALONG WEST WILLIAM STREET
 KZ1572'FROM THE STATION.  43 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE
 KZ1572'TWO-STORIED STONE RESIDENCE AT 250 WEST WILLIAM STREET, 3.4 FEET
 KZ1572'NORTH OF THE NORTH CURB OF THE STREET, 2 FEET EAST OF THE EXTENDED
 KZ1572'LINE ALONG THE WEST WALL OF THE RESIDENCE AND SET IN THE TOP OF
 KZ1572'A CONCRETE POST 1 INCH UNDERGROUND.
 KZ1572
 KZ1572                          STATION RECOVERY (1967)
 KZ1572
 KZ1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KZ1572'AT DELAWARE.
 KZ1572'AT DELAWARE, AT THE JUNCTION OF WEST WILLIAM AND ELIZABETH STREET,
 KZ1572'ON THE CAMPUS OF WESLEYAN UNIVERSITY, 104 FEET SOUTH OF THE SOUTH
 KZ1572'CURB OF WEST WILLIAM STREET, 80.3 FEET NORTHEAST OF THE SOUTHEAST
 KZ1572'CORNER OF THE OBSERVATORY, 17 FEET NORTHWEST OF A WALL, 10 FEET
 KZ1572'SOUTHEAST OF A FLAGPOLE, ABOUT IN LINE WITH THE EXTENDED CENTER
 KZ1572'LINE OF ELIZABETH STREET, 20 FEET ABOVE THE LEVEL OF THE STREETS
 KZ1572'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KZ1572
 KZ1572                          STATION RECOVERY (1990)
 KZ1572
 KZ1572'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1572'RECOVERED IN GOOD CONDITION.
 KZ1572
 KZ1572                          STATION RECOVERY (1990)
 KZ1572
 KZ1572'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 KZ1572'RECOVERED IN GOOD CONDITION.
 KZ1572
 KZ1572                          STATION RECOVERY (1991)
 KZ1572
 KZ1572'RECOVERED 1991
 KZ1572'RECOVERED IN GOOD CONDITION.
 KZ1572
 KZ1572                          STATION RECOVERY (2004)
 KZ1572
 KZ1572'RECOVERY NOTE BY US POWER SQUADRON 2004
 KZ1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1571 ***********************************************************************
 KZ1571  DESIGNATION -  DELAWARE AZ MK
 KZ1571  PID         -  KZ1571
 KZ1571  STATE/COUNTY-  OH/DELAWARE
 KZ1571  USGS QUAD   -  DELAWARE (1973)
 KZ1571
 KZ1571                         *CURRENT SURVEY CONTROL
 KZ1571  ___________________________________________________________________
 KZ1571* NAD 83(1986)-  40 17 57.     (N)    083 04 41.     (W)     SCALED    
 KZ1571* NAVD 88     -       278.728  (meters)     914.46   (feet)  ADJUSTED  
 KZ1571  ___________________________________________________________________
 KZ1571  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ1571  DYNAMIC HT  -         278.584 (meters)     913.99  (feet)  COMP
 KZ1571  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 KZ1571
 KZ1571  VERT ORDER  -  FIRST     CLASS I
 KZ1571
 KZ1571.The horizontal coordinates were scaled from a topographic map and have
 KZ1571.an estimated accuracy of +/- 6 seconds.
 KZ1571
 KZ1571.The orthometric height was determined by differential leveling
 KZ1571.and adjusted by the National Geodetic Survey in June 1991..
 KZ1571
 KZ1571.The geoid height was determined by GEOID03.
 KZ1571
 KZ1571.The dynamic height is computed by dividing the NAVD 88
 KZ1571.geopotential number by the normal gravity value computed on the
 KZ1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1571.degrees latitude (g = 980.6199 gals.).
 KZ1571
 KZ1571.The modeled gravity was interpolated from observed gravity values.
 KZ1571
 KZ1571;                    North         East    Units  Estimated Accuracy
 KZ1571;SPC OH N     -    70,400.      550,850.      MT  (+/- 180 meters Scaled)
 KZ1571
 KZ1571                          SUPERSEDED SURVEY CONTROL
 KZ1571
 KZ1571  NGVD 29 (??/??/92)  278.895  (m)          915.01   (f) ADJ UNCH    1 1
 KZ1571
 KZ1571.Superseded values are not recommended for survey control.
 KZ1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1571.See file dsdata.txt to determine how the superseded data were derived.
 KZ1571
 KZ1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE233630(NAD 83)
 KZ1571_MARKER: DR = REFERENCE MARK DISK
 KZ1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1571_STAMPING: DELAWARE AZIMUTH 1933
 KZ1571_MARK LOGO: CGS   
 KZ1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1571+STABILITY: SURFACE MOTION
 KZ1571
 KZ1571  HISTORY     - Date     Condition        Report By
 KZ1571  HISTORY     - 1933     MONUMENTED       CGS
 KZ1571  HISTORY     - 1967     GOOD             CGS
 KZ1571  HISTORY     - 1990     GOOD             USPSQD
 KZ1571
 KZ1571                          STATION DESCRIPTION
 KZ1571
 KZ1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1571'AT DELAWARE.
 KZ1571'AT DELAWARE, 0.1 MILE WEST ALONG WEST WILLIAM STREET FROM THE
 KZ1571'JUNCTION OF ELIZABETH STREET, 43 FEET SOUTH OF THE SOUTHWEST CORNER
 KZ1571'OF A LARGE TWO-STORIED STONE HOUSE AT 250 WEST WILLIAM STREET,
 KZ1571'34 FEET SOUTHEAST OF THE CENTER OF JUNCTION OF SIDEWALKS, 4.7
 KZ1571'FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 2.4 FEET NORTH OF
 KZ1571'THE NORTH CURB OF WILLIAM STREET, 2 FEET EAST OF THE EXTENDED
 KZ1571'LINE ALONG THE WEST WALL OF THE HOUSE, ABOUT LEVEL WITH THE STREET
 KZ1571'AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL
 KZ1571'OF THE GROUND.
 KZ1571
 KZ1571                          STATION RECOVERY (1990)
 KZ1571
 KZ1571'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2024 ***********************************************************************
 KZ2024  DESIGNATION -  DELAWARE CLAY PRODUCTS STACK
 KZ2024  PID         -  KZ2024
 KZ2024  STATE/COUNTY-  OH/DELAWARE
 KZ2024  USGS QUAD   -  DELAWARE (1973)
 KZ2024
 KZ2024                         *CURRENT SURVEY CONTROL
 KZ2024  ___________________________________________________________________
 KZ2024* NAD 83(1995)-  40 17 29.71140(N)    083 03 05.99465(W)     ADJUSTED  
 KZ2024* NAVD 88     -                                                        
 KZ2024  ___________________________________________________________________
 KZ2024  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 KZ2024  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ2024
 KZ2024  HORZ ORDER  -  THIRD
 KZ2024
 KZ2024.The horizontal coordinates were established by classical geodetic methods
 KZ2024.and adjusted by the National Geodetic Survey in April 1998..
 KZ2024
 KZ2024
 KZ2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2024
 KZ2024.The geoid height was determined by GEOID03.
 KZ2024
 KZ2024;                    North         East     Units Scale Factor Converg.
 KZ2024;SPC OH N     -    69,544.375   553,091.068   MT  1.00003017   -0 21 44.7
 KZ2024;UTM  17      - 4,462,140.864   325,611.485   MT  0.99997437   -1 19 37.6
 KZ2024
 KZ2024                          SUPERSEDED SURVEY CONTROL
 KZ2024
 KZ2024  NAD 83(1986)-  40 17 29.71913(N)    083 03 06.00162(W) AD(       ) 4
 KZ2024  NAD 27      -  40 17 29.50400(N)    083 03 06.34500(W) AD(       ) 3
 KZ2024
 KZ2024.Superseded values are not recommended for survey control.
 KZ2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2024.See file dsdata.txt to determine how the superseded data were derived.
 KZ2024
 KZ2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2561162141(NAD 83)
 KZ2024_MARKER: 63 = STACK
 KZ2024
 KZ2024  HISTORY     - Date     Condition        Report By
 KZ2024  HISTORY     - 1933     FIRST OBSERVED   CGS
 KZ2024  HISTORY     - 20041205 MARK NOT FOUND   USPSQD
 KZ2024
 KZ2024                          STATION DESCRIPTION
 KZ2024
 KZ2024'DESCRIBED BY US POWER SQUADRON 2004
 KZ2024'STACK NO LONGER EXISTS.   LOCATION IS NOW WHITESIDE MFG. CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2023 ***********************************************************************
 KZ2023  DESIGNATION -  DELAWARE DEPT HIGHWAYS STACK
 KZ2023  PID         -  KZ2023
 KZ2023  STATE/COUNTY-  OH/DELAWARE
 KZ2023  USGS QUAD   -  DELAWARE (1973)
 KZ2023
 KZ2023                         *CURRENT SURVEY CONTROL
 KZ2023  ___________________________________________________________________
 KZ2023* NAD 83(1995)-  40 17 46.28969(N)    083 02 56.57986(W)     ADJUSTED  
 KZ2023* NAVD 88     -                                                        
 KZ2023  ___________________________________________________________________
 KZ2023  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 KZ2023  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KZ2023
 KZ2023  HORZ ORDER  -  THIRD
 KZ2023
 KZ2023.The horizontal coordinates were established by classical geodetic methods
 KZ2023.and adjusted by the National Geodetic Survey in April 1998..
 KZ2023
 KZ2023
 KZ2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2023
 KZ2023.The geoid height was determined by GEOID03.
 KZ2023
 KZ2023;                    North         East     Units Scale Factor Converg.
 KZ2023;SPC OH N     -    70,054.326   553,316.660   MT  1.00002910   -0 21 38.5
 KZ2023;UTM  17      - 4,462,646.916   325,845.618   MT  0.99997336   -1 19 31.9
 KZ2023
 KZ2023                          SUPERSEDED SURVEY CONTROL
 KZ2023
 KZ2023  NAD 83(1986)-  40 17 46.29741(N)    083 02 56.58684(W) AD(       ) 4
 KZ2023  NAD 27      -  40 17 46.07600(N)    083 02 56.91700(W) AD(       ) 3
 KZ2023
 KZ2023.Superseded values are not recommended for survey control.
 KZ2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2023.See file dsdata.txt to determine how the superseded data were derived.
 KZ2023
 KZ2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2584662647(NAD 83)
 KZ2023_MARKER: 63 = STACK
 KZ2023
 KZ2023  HISTORY     - Date     Condition        Report By
 KZ2023  HISTORY     - 1933     FIRST OBSERVED   CGS
 KZ2023  HISTORY     - 20041205 MARK NOT FOUND   USPSQD
 KZ2023
 KZ2023                          STATION DESCRIPTION
 KZ2023
 KZ2023'DESCRIBED BY US POWER SQUADRON 2004
 KZ2023'STACK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1573 ***********************************************************************
 KZ1573  DESIGNATION -  DELAWARE RM 1
 KZ1573  PID         -  KZ1573
 KZ1573  STATE/COUNTY-  OH/DELAWARE
 KZ1573  USGS QUAD   -  DELAWARE (1973)
 KZ1573
 KZ1573                         *CURRENT SURVEY CONTROL
 KZ1573  ___________________________________________________________________
 KZ1573* NAD 83(1986)-  40 17 55.     (N)    083 04 34.     (W)     SCALED    
 KZ1573* NAVD 88     -       280.945  (meters)     921.73   (feet)  ADJUSTED  
 KZ1573  ___________________________________________________________________
 KZ1573  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ1573  DYNAMIC HT  -         280.800 (meters)     921.26  (feet)  COMP
 KZ1573  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 KZ1573
 KZ1573  VERT ORDER  -  FIRST     CLASS I
 KZ1573
 KZ1573.The horizontal coordinates were scaled from a topographic map and have
 KZ1573.an estimated accuracy of +/- 6 seconds.
 KZ1573
 KZ1573.The orthometric height was determined by differential leveling
 KZ1573.and adjusted by the National Geodetic Survey in June 1991..
 KZ1573
 KZ1573.The geoid height was determined by GEOID03.
 KZ1573
 KZ1573.The dynamic height is computed by dividing the NAVD 88
 KZ1573.geopotential number by the normal gravity value computed on the
 KZ1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1573.degrees latitude (g = 980.6199 gals.).
 KZ1573
 KZ1573.The modeled gravity was interpolated from observed gravity values.
 KZ1573
 KZ1573;                    North         East    Units  Estimated Accuracy
 KZ1573;SPC OH N     -    70,340.      551,020.      MT  (+/- 180 meters Scaled)
 KZ1573
 KZ1573                          SUPERSEDED SURVEY CONTROL
 KZ1573
 KZ1573  NGVD 29 (??/??/92)  281.112  (m)          922.28   (f) ADJ UNCH    1 1
 KZ1573
 KZ1573.Superseded values are not recommended for survey control.
 KZ1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1573.See file dsdata.txt to determine how the superseded data were derived.
 KZ1573
 KZ1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE235629(NAD 83)
 KZ1573_MARKER: DR = REFERENCE MARK DISK
 KZ1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1573_STAMPING: DELAWARE NO 1 1933
 KZ1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1573+STABILITY: SURFACE MOTION
 KZ1573
 KZ1573  HISTORY     - Date     Condition        Report By
 KZ1573  HISTORY     - 1933     MONUMENTED       CGS
 KZ1573  HISTORY     - 1967     GOOD             NGS
 KZ1573  HISTORY     - 1990     GOOD             USPSQD
 KZ1573
 KZ1573                          STATION DESCRIPTION
 KZ1573
 KZ1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1573'AT DELAWARE.
 KZ1573'AT DELAWARE, NEAR THE JUNCTION OF WEST WILLIAM STREET AND
 KZ1573'ELIZABETH STREET, 126.3 FEET SOUTHWEST OF THE STATION MARK
 KZ1573'DESCRIBED, 56.4 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 KZ1573'SOUTHEAST WING OF THE OBSERVATORY, 1.8 FEET NORTH OF THE NORTH
 KZ1573'FACE OF THE CONCRETE WALL AROUND THE PARKING LOT FOR STUYVESANT
 KZ1573'HALL OF WESLEYAN UNIVERSITY, 3 FEET ABOVE THE PARKING LOT AND
 KZ1573'SET IN THE TOP OF A CONCRETE POST 1 INCH UNDERGROUND.
 KZ1573
 KZ1573                          STATION RECOVERY (1990)
 KZ1573
 KZ1573'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1566 ***********************************************************************
 KZ1566  DESIGNATION -  DELAWARE RM 2
 KZ1566  PID         -  KZ1566
 KZ1566  STATE/COUNTY-  OH/DELAWARE
 KZ1566  USGS QUAD   -  DELAWARE (1973)
 KZ1566
 KZ1566                         *CURRENT SURVEY CONTROL
 KZ1566  ___________________________________________________________________
 KZ1566* NAD 83(1986)-  40 17 55.     (N)    083 04 34.     (W)     SCALED    
 KZ1566* NAVD 88     -       280.752  (meters)     921.10   (feet)  ADJUSTED  
 KZ1566  ___________________________________________________________________
 KZ1566  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ1566  DYNAMIC HT  -         280.607 (meters)     920.62  (feet)  COMP
 KZ1566  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 KZ1566
 KZ1566  VERT ORDER  -  FIRST     CLASS I
 KZ1566
 KZ1566.The horizontal coordinates were scaled from a topographic map and have
 KZ1566.an estimated accuracy of +/- 6 seconds.
 KZ1566
 KZ1566.The orthometric height was determined by differential leveling
 KZ1566.and adjusted by the National Geodetic Survey in June 1991..
 KZ1566
 KZ1566.The geoid height was determined by GEOID03.
 KZ1566
 KZ1566.The dynamic height is computed by dividing the NAVD 88
 KZ1566.geopotential number by the normal gravity value computed on the
 KZ1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1566.degrees latitude (g = 980.6199 gals.).
 KZ1566
 KZ1566.The modeled gravity was interpolated from observed gravity values.
 KZ1566
 KZ1566;                    North         East    Units  Estimated Accuracy
 KZ1566;SPC OH N     -    70,340.      551,020.      MT  (+/- 180 meters Scaled)
 KZ1566
 KZ1566                          SUPERSEDED SURVEY CONTROL
 KZ1566
 KZ1566  NGVD 29 (??/??/92)  280.919  (m)          921.65   (f) ADJ UNCH    1 1
 KZ1566
 KZ1566.Superseded values are not recommended for survey control.
 KZ1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1566.See file dsdata.txt to determine how the superseded data were derived.
 KZ1566
 KZ1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE235629(NAD 83)
 KZ1566_MARKER: DR = REFERENCE MARK DISK
 KZ1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1566_STAMPING: DELAWARE NO 2 1933
 KZ1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1566+STABILITY: SURFACE MOTION
 KZ1566
 KZ1566  HISTORY     - Date     Condition        Report By
 KZ1566  HISTORY     - 1933     MONUMENTED       CGS
 KZ1566  HISTORY     - 1967     GOOD             NGS
 KZ1566  HISTORY     - 1990     GOOD             USPSQD
 KZ1566  HISTORY     - 20041205 GOOD             USPSQD
 KZ1566
 KZ1566                          STATION DESCRIPTION
 KZ1566
 KZ1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1566'AT DELAWARE.
 KZ1566'AT DELAWARE, NEAR THE JUNCTION OF WEST WILLIAM STREET AND ELIZABETH
 KZ1566'STREET, 146.0 FEET NORTHWEST OF THE STATION MARK, 44 FEET SOUTH
 KZ1566'OF THE SOUTH CURB LINE OF WEST WILLIAM STREET, 62 1/2 FEET NORTH
 KZ1566'OF THE NORTHWEST CORNER OF THE OBSERVATORY, 24 1/2 FEET EAST OF
 KZ1566'THE EAST EDGE OF A CONCRETE WALL IN A DEEP RAVINE, ABOUT 15 FEET
 KZ1566'ABOVE THE LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE
 KZ1566'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 KZ1566
 KZ1566                          STATION RECOVERY (1990)
 KZ1566
 KZ1566'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1566'RECOVERED IN GOOD CONDITION.
 KZ1566
 KZ1566                          STATION RECOVERY (2004)
 KZ1566
 KZ1566'RECOVERY NOTE BY US POWER SQUADRON 2004
 KZ1566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2025 ***********************************************************************
 KZ2025  DESIGNATION -  DELAWARE S OHIO ELEC CO STACK
 KZ2025  PID         -  KZ2025
 KZ2025  STATE/COUNTY-  OH/DELAWARE
 KZ2025  USGS QUAD   -  DELAWARE (1973)
 KZ2025
 KZ2025                         *CURRENT SURVEY CONTROL
 KZ2025  ___________________________________________________________________
 KZ2025* NAD 83(1995)-  40 17 39.36097(N)    083 04 00.56137(W)     ADJUSTED  
 KZ2025* NAVD 88     -                                                        
 KZ2025  ___________________________________________________________________
 KZ2025  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 KZ2025  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ2025
 KZ2025  HORZ ORDER  -  THIRD
 KZ2025
 KZ2025.The horizontal coordinates were established by classical geodetic methods
 KZ2025.and adjusted by the National Geodetic Survey in April 1998..
 KZ2025
 KZ2025
 KZ2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2025
 KZ2025.The geoid height was determined by GEOID03.
 KZ2025
 KZ2025;                    North         East     Units Scale Factor Converg.
 KZ2025;SPC OH N     -    69,850.279   551,804.162   MT  1.00002955   -0 22 20.5
 KZ2025;UTM  17      - 4,462,468.373   324,329.978   MT  0.99997989   -1 20 13.1
 KZ2025
 KZ2025                          SUPERSEDED SURVEY CONTROL
 KZ2025
 KZ2025  NAD 83(1986)-  40 17 39.36873(N)    083 04 00.56806(W) AD(       ) 4
 KZ2025  NAD 27      -  40 17 39.14800(N)    083 04 00.88400(W) AD(       ) 3
 KZ2025
 KZ2025.Superseded values are not recommended for survey control.
 KZ2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2025.See file dsdata.txt to determine how the superseded data were derived.
 KZ2025
 KZ2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2433062468(NAD 83)
 KZ2025_MARKER: 63 = STACK
 KZ2025
 KZ2025  HISTORY     - Date     Condition        Report By
 KZ2025  HISTORY     - 1933     FIRST OBSERVED   CGS
 KZ2025  HISTORY     - 20041205 MARK NOT FOUND   USPSQD
 KZ2025
 KZ2025                          STATION DESCRIPTION
 KZ2025
 KZ2025'DESCRIBED BY US POWER SQUADRON 2004
 KZ2025'STACK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2026 ***********************************************************************
 KZ2026  DESIGNATION -  DELAWARE ST MARYS CATH CHURCH
 KZ2026  PID         -  KZ2026
 KZ2026  STATE/COUNTY-  OH/DELAWARE
 KZ2026  USGS QUAD   -  DELAWARE (1973)
 KZ2026
 KZ2026                         *CURRENT SURVEY CONTROL
 KZ2026  ___________________________________________________________________
 KZ2026* NAD 83(1995)-  40 17 54.47211(N)    083 03 53.20275(W)     ADJUSTED  
 KZ2026* NAVD 88     -                                                        
 KZ2026  ___________________________________________________________________
 KZ2026  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 KZ2026  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ2026
 KZ2026  HORZ ORDER  -  THIRD
 KZ2026
 KZ2026.The horizontal coordinates were established by classical geodetic methods
 KZ2026.and adjusted by the National Geodetic Survey in April 1998..
 KZ2026
 KZ2026
 KZ2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2026
 KZ2026.The geoid height was determined by GEOID03.
 KZ2026
 KZ2026;                    North         East     Units Scale Factor Converg.
 KZ2026;SPC OH N     -    70,315.251   551,980.980   MT  1.00002857   -0 22 15.7
 KZ2026;UTM  17      - 4,462,930.279   324,514.591   MT  0.99997909   -1 20 08.8
 KZ2026
 KZ2026                          SUPERSEDED SURVEY CONTROL
 KZ2026
 KZ2026  NAD 83(1986)-  40 17 54.48002(N)    083 03 53.20897(W) AD(       ) 4
 KZ2026  NAD 27      -  40 17 54.25800(N)    083 03 53.53200(W) AD(       ) 3
 KZ2026
 KZ2026.Superseded values are not recommended for survey control.
 KZ2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2026.See file dsdata.txt to determine how the superseded data were derived.
 KZ2026
 KZ2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2451562930(NAD 83)
 KZ2026_MARKER: 90 = CHURCH SPIRE
 KZ2026
 KZ2026  HISTORY     - Date     Condition        Report By
 KZ2026  HISTORY     - 1933     FIRST OBSERVED   CGS
 KZ2026  HISTORY     - 1984     GOOD             USPSQD
 KZ2026
 KZ2026                          STATION DESCRIPTION
 KZ2026
 KZ2026'DESCRIBED BY US POWER SQUADRON 1984 (MS)
 KZ2026'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2021 ***********************************************************************
 KZ2021  DESIGNATION -  DELAWARE ST PAULS ME CHURCH
 KZ2021  PID         -  KZ2021
 KZ2021  STATE/COUNTY-  OH/DELAWARE
 KZ2021  USGS QUAD   -  DELAWARE (1973)
 KZ2021
 KZ2021                         *CURRENT SURVEY CONTROL
 KZ2021  ___________________________________________________________________
 KZ2021* NAD 83(1995)-  40 17 46.30954(N)    083 04 12.70465(W)     ADJUSTED  
 KZ2021* NAVD 88     -                                                        
 KZ2021  ___________________________________________________________________
 KZ2021  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 KZ2021  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ2021
 KZ2021  HORZ ORDER  -  THIRD
 KZ2021
 KZ2021.The horizontal coordinates were established by classical geodetic methods
 KZ2021.and adjusted by the National Geodetic Survey in April 1998..
 KZ2021
 KZ2021
 KZ2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2021
 KZ2021.The geoid height was determined by GEOID03.
 KZ2021
 KZ2021;                    North         East     Units Scale Factor Converg.
 KZ2021;SPC OH N     -    70,066.475   551,518.756   MT  1.00002910   -0 22 28.5
 KZ2021;UTM  17      - 4,462,689.333   324,048.266   MT  0.99998111   -1 20 21.2
 KZ2021
 KZ2021                          SUPERSEDED SURVEY CONTROL
 KZ2021
 KZ2021  NAD 83(1986)-  40 17 46.31690(N)    083 04 12.71173(W) AD(       ) 4
 KZ2021  NAD 27      -  40 17 46.10000(N)    083 04 13.04000(W) AD(       ) 3
 KZ2021
 KZ2021.Superseded values are not recommended for survey control.
 KZ2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2021.See file dsdata.txt to determine how the superseded data were derived.
 KZ2021
 KZ2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2404862689(NAD 83)
 KZ2021_MARKER: 90 = CHURCH SPIRE
 KZ2021
 KZ2021  HISTORY     - Date     Condition        Report By
 KZ2021  HISTORY     - 1933     FIRST OBSERVED   CGS
 KZ2021  HISTORY     - 20041205 MARK NOT FOUND   USPSQD
 KZ2021
 KZ2021                          STATION DESCRIPTION
 KZ2021
 KZ2021'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2020 ***********************************************************************
 KZ2020  DESIGNATION -  DELAWARE WESLEYAN U STACK
 KZ2020  PID         -  KZ2020
 KZ2020  STATE/COUNTY-  OH/DELAWARE
 KZ2020  USGS QUAD   -  DELAWARE (1973)
 KZ2020
 KZ2020                         *CURRENT SURVEY CONTROL
 KZ2020  ___________________________________________________________________
 KZ2020* NAD 83(1995)-  40 18 03.71433(N)    083 04 41.19229(W)     ADJUSTED  
 KZ2020* NAVD 88     -                                                        
 KZ2020  ___________________________________________________________________
 KZ2020  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 KZ2020  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ2020
 KZ2020  HORZ ORDER  -  THIRD
 KZ2020
 KZ2020.The horizontal coordinates were established by classical geodetic methods
 KZ2020.and adjusted by the National Geodetic Survey in April 1998..
 KZ2020
 KZ2020
 KZ2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2020
 KZ2020.The geoid height was determined by GEOID03.
 KZ2020
 KZ2020;                    North         East     Units Scale Factor Converg.
 KZ2020;SPC OH N     -    70,607.751   550,849.497   MT  1.00002797   -0 22 47.2
 KZ2020;UTM  17      - 4,463,241.774   323,388.245   MT  0.99998397   -1 20 40.1
 KZ2020
 KZ2020                          SUPERSEDED SURVEY CONTROL
 KZ2020
 KZ2020  NAD 83(1986)-  40 18 03.72126(N)    083 04 41.19988(W) AD(       ) 4
 KZ2020  NAD 27      -  40 18 03.50000(N)    083 04 41.52000(W) AD(       ) 3
 KZ2020
 KZ2020.Superseded values are not recommended for survey control.
 KZ2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2020.See file dsdata.txt to determine how the superseded data were derived.
 KZ2020
 KZ2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2338863242(NAD 83)
 KZ2020_MARKER: 63 = STACK
 KZ2020
 KZ2020  HISTORY     - Date     Condition        Report By
 KZ2020  HISTORY     - 1933     FIRST OBSERVED   CGS
 KZ2020  HISTORY     - 1984     GOOD             USPSQD
 KZ2020
 KZ2020                          STATION DESCRIPTION
 KZ2020
 KZ2020'DESCRIBED BY US POWER SQUADRON 1984 (MS)
 KZ2020'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2022 ***********************************************************************
 KZ2022  DESIGNATION -  DELAWARE WESLEYAN U CHAPEL
 KZ2022  PID         -  KZ2022
 KZ2022  STATE/COUNTY-  OH/DELAWARE
 KZ2022  USGS QUAD   -  DELAWARE (1973)
 KZ2022
 KZ2022                         *CURRENT SURVEY CONTROL
 KZ2022  ___________________________________________________________________
 KZ2022* NAD 83(1995)-  40 17 48.19633(N)    083 04 01.05759(W)     ADJUSTED  
 KZ2022* NAVD 88     -                                                        
 KZ2022  ___________________________________________________________________
 KZ2022  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 KZ2022  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ2022
 KZ2022  HORZ ORDER  -  THIRD
 KZ2022
 KZ2022.The horizontal coordinates were established by classical geodetic methods
 KZ2022.and adjusted by the National Geodetic Survey in April 1998..
 KZ2022
 KZ2022
 KZ2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2022
 KZ2022.The geoid height was determined by GEOID03.
 KZ2022
 KZ2022;                    North         East     Units Scale Factor Converg.
 KZ2022;SPC OH N     -    70,122.879   551,794.213   MT  1.00002897   -0 22 20.9
 KZ2022;UTM  17      - 4,462,741.089   324,324.621   MT  0.99997991   -1 20 13.7
 KZ2022
 KZ2022                          SUPERSEDED SURVEY CONTROL
 KZ2022
 KZ2022  NAD 83(1986)-  40 17 48.20409(N)    083 04 01.06446(W) AD(       ) 4
 KZ2022  NAD 27      -  40 17 47.98400(N)    083 04 01.39100(W) AD(       ) 3
 KZ2022
 KZ2022.Superseded values are not recommended for survey control.
 KZ2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2022.See file dsdata.txt to determine how the superseded data were derived.
 KZ2022
 KZ2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2432562741(NAD 83)
 KZ2022
 KZ2022  HISTORY     - Date     Condition        Report By
 KZ2022  HISTORY     - 1933     FIRST OBSERVED   CGS
 KZ2022  HISTORY     - 1984     GOOD             USPSQD
 KZ2022  HISTORY     - 20041205 GOOD             USPSQD
 KZ2022
 KZ2022                          STATION DESCRIPTION
 KZ2022
 KZ2022'DESCRIBED BY US POWER SQUADRON 1984 (MS)
 KZ2022'STATION RECOVERED GOOD.
 KZ2022
 KZ2022                          STATION RECOVERY (2004)
 KZ2022
 KZ2022'RECOVERY NOTE BY US POWER SQUADRON 2004
 KZ2022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1178 ***********************************************************************
 MC1178  DESIGNATION -  DELPHI
 MC1178  PID         -  MC1178
 MC1178  STATE/COUNTY-  OH/HURON
 MC1178  USGS QUAD   -  GREENWICH (1977)
 MC1178
 MC1178                         *CURRENT SURVEY CONTROL
 MC1178  ___________________________________________________________________
 MC1178* NAD 83(1995)-  41 01 49.23667(N)    082 35 20.89769(W)     ADJUSTED  
 MC1178* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 MC1178  ___________________________________________________________________
 MC1178  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 MC1178  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 MC1178
 MC1178  HORZ ORDER  -  THIRD
 MC1178
 MC1178.The horizontal coordinates were established by classical geodetic methods
 MC1178.and adjusted by the National Geodetic Survey in April 1998..
 MC1178
 MC1178.The orthometric height was scaled from a topographic map.
 MC1178
 MC1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1178
 MC1178.The geoid height was determined by GEOID03.
 MC1178
 MC1178;                    North         East     Units Scale Factor Converg.
 MC1178;SPC OH N     -   151,434.491   592,504.233   MT  0.99993935   -0 03 30.8
 MC1178;UTM  17      - 4,543,341.817   366,409.950   MT  0.99981965   -1 02 36.1
 MC1178
 MC1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1178!SPC OH N     -   0.99995459  x   0.99993935  =   0.99989395
 MC1178!UTM  17      -   0.99995459  x   0.99981965  =   0.99977425
 MC1178
 MC1178:                Primary Azimuth Mark                     Grid Az
 MC1178:SPC OH N     -  DELPHI AZ MK                             079 52 11.1
 MC1178:UTM  17      -  DELPHI AZ MK                             080 51 16.4
 MC1178
 MC1178|---------------------------------------------------------------------|
 MC1178| PID    Reference Object                     Distance      Geod. Az  |
 MC1178|                                                           dddmmss.s |
 MC1178| CE5957 DELPHI AZ MK                                       0794840.3 |
 MC1178| CE5958 DELPHI RM 1                          30.090 METERS 09310     |
 MC1178| CE5959 DELPHI RM 2                          30.084 METERS 23347     |
 MC1178| KZ1950 PLYMOUTH MUNICIPAL TANK             APPROX. 7.8 KM 2354604.8 |
 MC1178| MC1177 N FAIRFIELD MUNICIPAL TANK          APPROX. 8.7 KM 3451727.5 |
 MC1178|---------------------------------------------------------------------|
 MC1178
 MC1178                          SUPERSEDED SURVEY CONTROL
 MC1178
 MC1178  NAD 83(1986)-  41 01 49.24202(N)    082 35 20.90968(W) AD(       ) 3
 MC1178  NAD 27      -  41 01 49.04563(N)    082 35 21.28527(W) AD(       ) 3
 MC1178
 MC1178.Superseded values are not recommended for survey control.
 MC1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1178.See file dsdata.txt to determine how the superseded data were derived.
 MC1178
 MC1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF6641043342(NAD 83)
 MC1178_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1178
 MC1178  HISTORY     - Date     Condition        Report By
 MC1178  HISTORY     - 1959     MONUMENTED       CGS
 MC1178  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1178
 MC1178                          STATION DESCRIPTION
 MC1178
 MC1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1178'THE STATION IS ALONG THE SOUTH SIDE OF U.S. HIGHWAY 224, ABOUT 4.5
 MC1178'MILES NORTH OF SHILOH, 3.5
 MC1178'MILES WEST OF GREENWICH, 1 MILE EAST OF DELPHI AND IN RIPLY TOWNSHIP.
 MC1178'IT IS ON PROPERTY OWNED BY MR.
 MC1178'WALTER LEBER.
 MC1178'
 MC1178'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
 MC1178'HIGHWAY 61, ABOUT 3.0 MILES
 MC1178'NORTH OF PLYMOUTH, GO EAST ON HIGHWAY 224 FOR 3.75 MILES TO A
 MC1178'CROSSROAD IN THE SMALL VILLAGE OF
 MC1178'DELPHI.  CONTINUE EAST ON HIGHWAY 224 FOR 0.9 MILE TO A
 MC1178'DRIVEWAY LEADING TO THE LEBER RESIDENCE ON
 MC1178'THE RIGHT.  TURN RIGHT AND FOLLOW THE
 MC1178'DRIVEWAY FOR ABOUT 0.05 MILE TO MR. LEBERS RESIDENCE ON THE
 MC1178'RIGHT AND A GROUP OF FARM
 MC1178'BUILDINGS ON THE LEFT.  TURN LEFT AND GO EAST BETWEEN A SMALL CHICKEN
 MC1178'HOUSE AND A LARGE BARN FOR
 MC1178'ABOUT 100 YARDS TO THE STATION IN AN EAST-WEST FENCE.
 MC1178'
 MC1178'STATION MARKS ARE STANDARD DISKS STAMPED DELPHI 1959.  THE SURFACE
 MC1178'DISK IS SET IN A SQUARE
 MC1178'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 101 FEET NORTHEAST OF
 MC1178'THE NORTHEAST CORNER OF A SMALL BARN
 MC1178'WHICH IS ON THE EAST SIDE OF A LARGE BARN, 96.5 FEET EAST
 MC1178'OF THE NORTHEAST CORNER OF A CHICKEN
 MC1178'HOUSE AND 1.5 FEET SOUTH OF THE EAST-WEST FENCE.
 MC1178'A STANDARD METAL WITNESS POST WAS SET 1.6 FEET WEST OF
 MC1178'THE MARK.  THE UNDERGROUND DISK IS
 MC1178'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 MC1178'THE GROUND.
 MC1178'
 MC1178'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DELPHI NO 1 1959, IS
 MC1178'SET IN A SQUARE CONCRETE
 MC1178'POST WHICH PROJECTS 4 INCHES.  IT IS NEAR THE NORTHWEST CORNER OF AN
 MC1178'APPLE ORCHARD, 21.5 FEET NORTHWEST
 MC1178'OF A 16-INCH APPLE TREE AND 1 FOOT SOUTH OF THE
 MC1178'EAST-WEST FENCE.
 MC1178'
 MC1178'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DELPHI NO 2 1959, IS
 MC1178'SET IN A SQUARE CONCRETE
 MC1178'POST WHICH PROJECTS 6 INCHES.  IT IS 3 FEET EAST OF THE NORTHEAST
 MC1178'CORNER OF THE SMALL BARN WHICH IS
 MC1178'ON THE EAST SIDE OF THE LARGE BARN.
 MC1178'
 MC1178'AZIMUTH MARK, A STANDARD DISK STAMPED DELPHI 1959, IS SET IN A SQUARE
 MC1178'CONCRETE POST WHICH
 MC1178'PROJECTS 6 INCHES.  IT IS 46 FEET NORTH OF THE PAINTED CENTER LINE OF
 MC1178'HIGHWAY 224, 65 FEET
 MC1178'SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE BUILDING, 24 FEET
 MC1178'WEST OF THE CENTERLINE OF OLD STATE
 MC1178'ROAD AND 1.5 FEET SOUTH OF A TELEPHONE POLE.  A
 MC1178'STANDARD METAL WITNESS POST WAS SET 1.5 FEET SOUTH OF
 MC1178'THE MARK.
 MC1178'
 MC1178'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND THEN NORTH TO
 MC1178'HIGHWAY 224.  TURN RIGHT AND GO
 MC1178'EAST ON HIGHWAY 224 FOR 0.25 MILE TO A CROSSROAD (OLD STATE ROAD)
 MC1178'AND THE AZIMUTH MARK IN THE
 MC1178'NORTHWEST ANGLE.
 MC1178'
 MC1178'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MC1178
 MC1178                          STATION RECOVERY (1971)
 MC1178
 MC1178'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971
 MC1178'RM 1
 MC1178'GOOD
 MC1178'RM 2 GOOD
 MC1178'STATION AND AZIMUTH GOOD
 MC1178'
 MC1178'THE STATION IS NOW PROJECTING 8 INCHES ABOVE GROUND INSTEAD OF 30
 MC1178'INCHES BELOW GROUND SURFACE
 MC1178'AS STATED IN DESCRIPTION.
 MC1178'
 MC1178'DISTANCE AND DIRECTION FROM NEAREST TOWN- .9 MILE EAST OF DELPHI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2148 ***********************************************************************
 KZ2148  DESIGNATION -  DELPORT
 KZ2148  PID         -  KZ2148
 KZ2148  STATE/COUNTY-  OH/DELAWARE
 KZ2148  USGS QUAD   -  DELAWARE (1973)
 KZ2148
 KZ2148                         *CURRENT SURVEY CONTROL
 KZ2148  ___________________________________________________________________
 KZ2148* NAD 83(1995)-  40 16 43.74964(N)    083 06 10.17982(W)     ADJUSTED  
 KZ2148* NAVD 88     -       287.6    (meters)     944.     (feet)  VERTCON   
 KZ2148  ___________________________________________________________________
 KZ2148  X           -     585,181.246 (meters)                     COMP
 KZ2148  Y           -  -4,837,679.090 (meters)                     COMP
 KZ2148  Z           -   4,101,817.341 (meters)                     COMP
 KZ2148  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KZ2148  ELLIP HEIGHT-         253.74  (meters)          (04/01/98) GPS OBS
 KZ2148  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KZ2148
 KZ2148  HORZ ORDER  -  THIRD
 KZ2148  ELLP ORDER  -  FOURTH    CLASS I
 KZ2148
 KZ2148.This mark is at Delaware Municipal Airport (DLZ)
 KZ2148
 KZ2148.The horizontal coordinates were established by GPS observations
 KZ2148.and adjusted by the National Geodetic Survey in April 1998..
 KZ2148
 KZ2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2148
 KZ2148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2148
 KZ2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2148
 KZ2148.The ellipsoidal height was determined by GPS observations
 KZ2148.and is referenced to NAD 83.
 KZ2148
 KZ2148.The geoid height was determined by GEOID03.
 KZ2148
 KZ2148;                    North         East     Units Scale Factor Converg.
 KZ2148;SPC OH N     -    68,155.492   548,730.906   MT  1.00003319   -0 23 45.7
 KZ2148;UTM  17      - 4,460,825.616   321,228.776   MT  0.99999342   -1 21 35.5
 KZ2148
 KZ2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2148!SPC OH N     -   0.99996020  x   1.00003319  =   0.99999339
 KZ2148!UTM  17      -   0.99996020  x   0.99999342  =   0.99995362
 KZ2148
 KZ2148:                Primary Azimuth Mark                     Grid Az
 KZ2148:SPC OH N     -  DELPORT AZ MK                            279 04 52.7
 KZ2148:UTM  17      -  DELPORT AZ MK                            280 02 42.5
 KZ2148
 KZ2148|---------------------------------------------------------------------|
 KZ2148| PID    Reference Object                     Distance      Geod. Az  |
 KZ2148|                                                           dddmmss.s |
 KZ2148| KZ2151 DELPORT AZ MK                       413.313 METERS 2784107.0 |
 KZ2148|---------------------------------------------------------------------|
 KZ2148
 KZ2148                          SUPERSEDED SURVEY CONTROL
 KZ2148
 KZ2148  NAD 83(1986)-  40 16 43.75553(N)    083 06 10.18538(W) AD(       ) 3
 KZ2148  NAD 27      -  40 16 43.54698(N)    083 06 10.52064(W) AD(       ) 3
 KZ2148  NGVD 29 (02/23/89)  287.8    (m)          944.     (f) GPS OBS        
 KZ2148
 KZ2148.Superseded values are not recommended for survey control.
 KZ2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2148.See file dsdata.txt to determine how the superseded data were derived.
 KZ2148
 KZ2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2122960826(NAD 83)
 KZ2148_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2148_SP_SET: CONCRETE POST
 KZ2148_STAMPING: DELPORT 1986
 KZ2148_MARK LOGO: NGS   
 KZ2148_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2148+STABILITY: SURFACE MOTION
 KZ2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2148+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1987
 KZ2148
 KZ2148  HISTORY     - Date     Condition        Report By
 KZ2148  HISTORY     - 1986     MONUMENTED       NGS
 KZ2148  HISTORY     - 19870831 GOOD
 KZ2148
 KZ2148                          STATION DESCRIPTION
 KZ2148
 KZ2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2148'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF BELLEPOINT, 3 MILE
 KZ2148'NORTHEAST OF STRAFFORD AND 2 MILES SOUTHWEST OF DELAWARE ON THE WEST
 KZ2148'SIDE OF THE CENTER TAXIWAY RUNWAY CONNECTOR.  OWNERSHIP CITY OF
 KZ2148'DELAWARE C/O TIMOTHY EDWARDS, 2052 AIRPORT ROAD, DELAWARE OHIO
 KZ2148'PHONE 614-548-4623.
 KZ2148'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 42 AND STATE ROUTE 257 ABOU
 KZ2148'0.5 MILES EAST OF BELLEPOINT. GO NORTHEAST ON U.S. HIGHWAY 42 FOR 3.3
 KZ2148'MILES TO AIRPORT ROAD (COUNTY ROAD 147) ON THE LEFT.  TURN LEFT, WEST,
 KZ2148'FOR 0.25 MILES TO THE ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN RIGH
 KZ2148'TO THE AIRPORT ADMINISTRATION BUILDING, CONTINUE ACROSS APRON NORTH-
 KZ2148'EAST FOR 0.05 MILES TO THE STATION ON THE WEST EDGE OF CONNECTOR.
 KZ2148'(TO REACH THE AZIMUTH FORM THE STATION, GO WEST ON TAXI FOR 0.25
 KZ2148'MILE TO THE AZIMUTH MARK ON RIGHT.
 KZ2148'THE STATION DISKS ARE STANDARD NGS STATION DISK STAMPED ---DELPORT
 KZ2148'1986---. THE SURFACE DISK IS SET IN THE TOP OF A ROUND 30 CM
 KZ2148'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 22.8 METERS SOUTH OF THE
 KZ2148'RUNWAY CENTER LINE, 8.2 METERS SOUTH-SOUTHEAST OF A RUNWAY LIGHT,
 KZ2148'5.7 METERS WEST OF THE WEST EDGE OF TAXI, 3.4 METERS SOUTHWEST OF A
 KZ2148'TAXIWAY LIGHT AND 3.0 METERS NORTH OF THE NORTH EDGE OF APRON.  THE
 KZ2148'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 KZ2148'CONCRETE ABOUT 1.1 METERS BELOW GROUND.
 KZ2148'DESCRIBED BY B. L. LAMBERT.  TYPED BY JAMES MALONEY 9/05/87.
 KZ2148
 KZ2148                          STATION RECOVERY (1987)
 KZ2148
 KZ2148'RECOVERED 1987
 KZ2148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2151 ***********************************************************************
 KZ2151  SACS        -  This is a Secondary Airport Control Station.
 KZ2151  DESIGNATION -  DELPORT AZ MK
 KZ2151  PID         -  KZ2151
 KZ2151  STATE/COUNTY-  OH/DELAWARE
 KZ2151  USGS QUAD   -  DELAWARE (1973)
 KZ2151
 KZ2151                         *CURRENT SURVEY CONTROL
 KZ2151  ___________________________________________________________________
 KZ2151* NAD 83(1995)-  40 16 45.77276(N)    083 06 27.47497(W)     ADJUSTED  
 KZ2151* NAVD 88     -       287.46   (meters)     943.1    (feet)  GPS OBS   
 KZ2151  ___________________________________________________________________
 KZ2151  X           -     584,770.749 (meters)                     COMP
 KZ2151  Y           -  -4,837,687.943 (meters)                     COMP
 KZ2151  Z           -   4,101,864.827 (meters)                     COMP
 KZ2151  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 KZ2151  ELLIP HEIGHT-         253.55  (meters)          (10/07/05) GPS OBS
 KZ2151  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KZ2151
 KZ2151  HORZ ORDER  -  FIRST
 KZ2151  ELLP ORDER  -  FIFTH     CLASS I
 KZ2151
 KZ2151.This mark is at Delaware Municipal Airport (DLZ)
 KZ2151
 KZ2151.The horizontal coordinates were established by GPS observations
 KZ2151.and adjusted by the National Geodetic Survey in June 1997..
 KZ2151
 KZ2151.The orthometric height was determined by GPS observations and a
 KZ2151.high-resolution geoid model.
 KZ2151
 KZ2151.GPS derived orthometric heights for airport stations designated as
 KZ2151.PACS or SACS are published to 2 decimal places.  This maintains
 KZ2151.centimeter relative accuracy between the PACS and SACS.  It does
 KZ2151.not indicate centimeter accuracy relative to other marks which are
 KZ2151.part of the NAVD 88 network.
 KZ2151
 KZ2151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2151
 KZ2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2151
 KZ2151.The ellipsoidal height was determined by GPS observations
 KZ2151.and is referenced to NAD 83.
 KZ2151
 KZ2151.The geoid height was determined by GEOID03.
 KZ2151
 KZ2151;                    North         East     Units Scale Factor Converg.
 KZ2151;SPC OH N     -    68,220.730   548,322.760   MT  1.00003305   -0 23 57.1
 KZ2151;UTM  17      - 4,460,897.707   320,821.802   MT  0.99999522   -1 21 46.7
 KZ2151
 KZ2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2151!SPC OH N     -   0.99996023  x   1.00003305  =   0.99999328
 KZ2151!UTM  17      -   0.99996023  x   0.99999522  =   0.99995545
 KZ2151
 KZ2151:                Primary Azimuth Mark                     Grid Az
 KZ2151:SPC OH N     -  DELPORT                                  099 04 52.9
 KZ2151:UTM  17      -  DELPORT                                  100 02 42.5
 KZ2151
 KZ2151|---------------------------------------------------------------------|
 KZ2151| PID    Reference Object                     Distance      Geod. Az  |
 KZ2151|                                                           dddmmss.s |
 KZ2151| KZ2148 DELPORT                             413.313 METERS 0984055.8 |
 KZ2151| AB6025 DLZ A                               453.960 METERS 2770523.4 |
 KZ2151|---------------------------------------------------------------------|
 KZ2151
 KZ2151                          SUPERSEDED SURVEY CONTROL
 KZ2151
 KZ2151  ELLIP H (06/20/97)  253.61   (m)                       GP(       ) 5 1
 KZ2151  NAD 83(1986)-  40 16 45.78074(N)    083 06 27.48087(W) AD(       ) 3
 KZ2151  NAD 27      -  40 16 45.57231(N)    083 06 27.81556(W) AD(       ) 3
 KZ2151  NGVD 29 (02/23/89)  287.6    (m)          944.     (f) GPS OBS        
 KZ2151
 KZ2151.Superseded values are not recommended for survey control.
 KZ2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2151.See file dsdata.txt to determine how the superseded data were derived.
 KZ2151
 KZ2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2082260898(NAD 83)
 KZ2151_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2151_SP_SET: CONCRETE POST
 KZ2151_STAMPING: DELPORT AZ MK 1986
 KZ2151_MARK LOGO: NGS   
 KZ2151_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2151+STABILITY: SURFACE MOTION
 KZ2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2151+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1995
 KZ2151
 KZ2151  HISTORY     - Date     Condition        Report By
 KZ2151  HISTORY     - 1986     MONUMENTED       NGS
 KZ2151  HISTORY     - 19870831 GOOD
 KZ2151  HISTORY     - 19950518 POOR             NGS
 KZ2151
 KZ2151                          STATION DESCRIPTION
 KZ2151
 KZ2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2151'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF BELLEPOINT, 3 MILE
 KZ2151'NORTHEAST OF STRAFFORD AND 2 MILES SOUTHWEST OF DELAWARE ON THE WEST
 KZ2151'SIDE OF THE CENTER TAXIWAY RUNWAY CONNECTOR.  OWNERSHIP CITY OF
 KZ2151'DELAWARE C/O TIMOTHY EDWARDS, 2052 AIRPORT ROAD, DELAWARE OHIO
 KZ2151'PHONE 614-548-4623.
 KZ2151'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 42 AND STATE ROUTE 257 ABOU
 KZ2151'0.5 MILES EAST OF BELLEPOINT. GO NORTHEAST ON U.S. HIGHWAY 42 FOR 3.3
 KZ2151'MILES TO AIRPORT ROAD (COUNTY ROAD 147) ON THE LEFT.  TURN LEFT, WEST,
 KZ2151'FOR 0.25 MILES TO THE ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN RIGH
 KZ2151'TO THE AIRPORT ADMINISTRATION BUILDING, CONTINUE ACROSS APRON NORTH-
 KZ2151'EAST FOR 0.05 MILES TO THE STATION ON THE WEST EDGE OF CONNECTOR.
 KZ2151'(TO REACH THE AZIMUTH FORM THE STATION, GO WEST ON TAXI FOR 0.25
 KZ2151'MILE TO THE AZIMUTH MARK ON RIGHT.
 KZ2151'THE AZIMUTH DISKS ARE STANDARD NGS AZIMUTH DISKS STAMPED---DELPORT
 KZ2151'1986---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND 25 CM
 KZ2151'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 20.3 METERS SOUTH OF
 KZ2151'THE RUNWAY CENTER LINE, 13.1 METERS EAST OF THE TAXI CENTER, 9.7
 KZ2151'METERS NORTH OF THE CENTER LINE OF TAXIWAY AND 6.1 METERS SOUTHWEST
 KZ2151'OF A RUNWAY LIGHT.  THE UNDERGROUND DISKS IS SET IN THE TOP OF AN
 KZ2151'IRREGULAR MASS OF CONCRETE ABOUT 1.1 METERS BELOW GROUND.
 KZ2151'DESCRIBED BY B. L. LAMBERT.  TYPED BY JAMES MALONEY 9/05/87.
 KZ2151
 KZ2151                          STATION RECOVERY (1987)
 KZ2151
 KZ2151'RECOVERED 1987
 KZ2151'RECOVERED IN GOOD CONDITION.
 KZ2151
 KZ2151                          STATION RECOVERY (1995)
 KZ2151
 KZ2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ2151'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) NORTH-NORTHWEST OF
 KZ2151'COLUMBUS, ON THE SOUTHWEST SIDE OF DELEWARE AT THE DELAWARE MUNICIPAL
 KZ2151'AIRPORT, IN THE WEST END OF THE MEDIAN OF THE RUNWAY AND SOUTH
 KZ2151'PARALLEL TAXI.  OWNERSHIP--CITY OF DELAWARE, 1075 PITTSBURGH DRIVE,
 KZ2151'DELAWARE, OH 43015.  AIRPORT MANAGER IS DARREN MCKENZIE.  PHONE
 KZ2151'614-363-0767.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF U.S.
 KZ2151'HIGHWAYS 23 AND 42 ON THE SOUTHEAST SIDE OF DELAWARE, GO SOUTHWEST AND
 KZ2151'WEST ON HIGHWAY 42 FOR 2.25 KM (1.40 MI) TO A PAVED ROAD RIGHT (LONDON
 KZ2151'ROAD) .  TURN RIGHT, NORTHWEST AND NORTH ON LONDON ROAD FOR 0.44 KM
 KZ2151'(0.25 MI) TO A PAVED CROSSROAD (PITTSBURGH ROAD) .  TURN LEFT, NORTH,
 KZ2151'THEN WEST, ON PITTSBURGH ROAD FOR 1.82 KM (1.15 MI) TO THE AIRPORT
 KZ2151'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTH, ON THE ENTRANCE ROAD FOR
 KZ2151'0.15 KM (0.10 MI) TO A GATE AT THE APRON.  CONTINUE SOUTH, PASSING
 KZ2151'THROUGH THE GATE FOR 0.1 KM (0.05 MI) TO A PARALLEL TAXI.  TURN LEFT,
 KZ2151'EAST, ALONG TAXI FOR 0.64 KM (0.40 MI) TO THE JUNCTION OF THE RUNWAY.
 KZ2151'CONTINUE AHEAD, SOUTH, CROSSING RUNWAY FOR 40 M (131.2 FT) TO A
 KZ2151'PARALLEL TAXI.  TURN RIGHT, WEST, ALONG TAXI FOR 0.14 KM (0.10 MI) TO
 KZ2151'THE END OF THE TAXI AND THE STATION ON THE RIGHT.  THE STATION IS SET
 KZ2151'IN THE TOP OF A 25-CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.
 KZ2151'IT IS 20.7 M (67.9 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE RUNWAY,
 KZ2151'17.1 M (56.1 FT) SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE TAXI
 KZ2151'AND RUNWAY, 9.8 M (32.2 FT) NORTH-NORTHEAST OF THE CENTER OF THE
 KZ2151'PARALLEL TAXI, AND 0.2 M (0.7 FT) NORTH-NORTHEAST OF A WITNESS POST.
 KZ2151'DESCRIBED BY D.G AUG THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0087 ***********************************************************************
 MD0087  DESIGNATION -  DELTA
 MD0087  PID         -  MD0087
 MD0087  STATE/COUNTY-  OH/FULTON
 MD0087  USGS QUAD   -  DELTA (1977)
 MD0087
 MD0087                         *CURRENT SURVEY CONTROL
 MD0087  ___________________________________________________________________
 MD0087* NAD 83(1986)-  41 34 26.     (N)    084 00 40.     (W)     SCALED    
 MD0087* NAVD 88     -       218.335  (meters)     716.32   (feet)  ADJUSTED  
 MD0087  ___________________________________________________________________
 MD0087  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 MD0087  DYNAMIC HT  -         218.244 (meters)     716.02  (feet)  COMP
 MD0087  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 MD0087
 MD0087  VERT ORDER  -  SECOND    CLASS 0
 MD0087
 MD0087.The horizontal coordinates were scaled from a topographic map and have
 MD0087.an estimated accuracy of +/- 6 seconds.
 MD0087
 MD0087.The orthometric height was determined by differential leveling
 MD0087.and adjusted by the National Geodetic Survey in June 1991..
 MD0087
 MD0087.The geoid height was determined by GEOID03.
 MD0087
 MD0087.The dynamic height is computed by dividing the NAVD 88
 MD0087.geopotential number by the normal gravity value computed on the
 MD0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0087.degrees latitude (g = 980.6199 gals.).
 MD0087
 MD0087.The modeled gravity was interpolated from observed gravity values.
 MD0087
 MD0087;                    North         East    Units  Estimated Accuracy
 MD0087;SPC OH N     -   212,890.      473,980.      MT  (+/- 180 meters Scaled)
 MD0087
 MD0087                          SUPERSEDED SURVEY CONTROL
 MD0087
 MD0087  NGVD 29 (??/??/92)  218.518  (m)          716.92   (f) ADJ UNCH    2 0
 MD0087
 MD0087.Superseded values are not recommended for survey control.
 MD0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0087.See file dsdata.txt to determine how the superseded data were derived.
 MD0087
 MD0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM491067(NAD 83)
 MD0087_MARKER: DB = BENCH MARK DISK
 MD0087_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MD0087_SP_SET: PARAPET WALL
 MD0087_STAMPING: DELTA 1934
 MD0087_MARK LOGO: MI1260
 MD0087_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0087
 MD0087  HISTORY     - Date     Condition        Report By
 MD0087  HISTORY     - 1934     MONUMENTED       MI1260
 MD0087  HISTORY     - 1934     GOOD             NGS
 MD0087  HISTORY     - 1959     GOOD             NGS
 MD0087  HISTORY     - 19921223 GOOD             OHDT
 MD0087
 MD0087                          STATION DESCRIPTION
 MD0087
 MD0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD0087'AT DELTA.
 MD0087'AT DELTA, FULTON COUNTY, AT THE CONCRETE HIGHWAY BRIDGE OVER BAD
 MD0087'CREEK, IN THE TOP OF THE EAST END OF THE NORTH PARAPET WALL, 18
 MD0087'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3.5 FEET
 MD0087'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED DELTA 1934.
 MD0087
 MD0087                          STATION RECOVERY (1959)
 MD0087
 MD0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MD0087'RECOVERED IN GOOD CONDITION.
 MD0087
 MD0087                          STATION RECOVERY (1992)
 MD0087
 MD0087'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992
 MD0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1516 ***********************************************************************
 MC1516  DESIGNATION -  DELTA EAST BASE
 MC1516  PID         -  MC1516
 MC1516  STATE/COUNTY-  OH/LUCAS
 MC1516  USGS QUAD   -  WHITEHOUSE (1980)
 MC1516
 MC1516                         *CURRENT SURVEY CONTROL
 MC1516  ___________________________________________________________________
 MC1516* NAD 83(1995)-  41 33 22.82099(N)    083 49 31.07112(W)     ADJUSTED  
 MC1516* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 MC1516  ___________________________________________________________________
 MC1516  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 MC1516  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC1516
 MC1516  HORZ ORDER  -  FIRST
 MC1516
 MC1516.The horizontal coordinates were established by classical geodetic methods
 MC1516.and adjusted by the National Geodetic Survey in April 1998..
 MC1516
 MC1516.The orthometric height was scaled from a topographic map.
 MC1516
 MC1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1516
 MC1516.The geoid height was determined by GEOID03.
 MC1516
 MC1516;                    North         East     Units Scale Factor Converg.
 MC1516;SPC OH N     -   210,684.615   489,445.660   MT  0.99997546   -0 52 14.4
 MC1516;UTM  17      - 4,604,374.188   264,385.705   MT  1.00028322   -1 52 30.1
 MC1516
 MC1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1516!SPC OH N     -   0.99997341  x   0.99997546  =   0.99994887
 MC1516!UTM  17      -   0.99997341  x   1.00028322  =   1.00025662
 MC1516
 MC1516|---------------------------------------------------------------------|
 MC1516| PID    Reference Object                     Distance      Geod. Az  |
 MC1516|                                                           dddmmss.s |
 MC1516| CE5961 DELTA EAST BASE RM 1                 31.303 METERS 02332     |
 MC1516| CE5962 DELTA EAST BASE RM 2                 36.497 METERS 09110     |
 MC1516| MD1748 LIBERTY CENTER MUNICIPAL TANK       APPROX.19.7 KM 2301116.7 |
 MC1516| MD1741 DELTA MUNICIPAL TANK                APPROX.15.3 KM 2813902.3 |
 MC1516| MC1523 SWANTON MUNICIPAL TANK              APPROX. 6.6 KM 3063016.3 |
 MC1516| MC1518 SWANTON VALLEY WOOD GC TANK         APPROX. 4.7 KM 3124231.0 |
 MC1516| CE5960 DELTA EAST BASE AZ MK                              3341300.4 |
 MC1516|---------------------------------------------------------------------|
 MC1516
 MC1516                          SUPERSEDED SURVEY CONTROL
 MC1516
 MC1516  NAD 83(1995)-  41 33 22.81980(N)    083 49 31.07181(W) AD(       ) 1
 MC1516  NAD 83(1986)-  41 33 22.83214(N)    083 49 31.08274(W) AD(       ) 1
 MC1516  NAD 27      -  41 33 22.64300(N)    083 49 31.29800(W) AD(       ) 1
 MC1516
 MC1516.Superseded values are not recommended for survey control.
 MC1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1516.See file dsdata.txt to determine how the superseded data were derived.
 MC1516
 MC1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6438604374(NAD 83)
 MC1516_MARKER: Z = SEE DESCRIPTION
 MC1516_SETTING: 0 = UNSPECIFIED SETTING
 MC1516
 MC1516  HISTORY     - Date     Condition        Report By
 MC1516  HISTORY     - 1943     MONUMENTED       CGS
 MC1516  HISTORY     - 1955     SEE DESCRIPTION  CGS
 MC1516  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MC1516
 MC1516                          STATION DESCRIPTION
 MC1516
 MC1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1516'THE STATION IS LOCATED ABOUT 4 MILES NNW OF THE SMALL VILLAGE OF
 MC1516'WHITEHOUSE, 94 FEET W OF
 MC1516'THE CENTER LINE OF STATE HIGHWAY 295, 43.2 FEET S OF
 MC1516'THE S RAIL OF THE WABASH
 MC1516'RAILROAD, 2.7 FEET E OF A STANDARD REFERENCE
 MC1516'POST.  THE DISK IS STAMPED DELTA EAST BASE
 MC1516'1943.
 MC1516'
 MC1516'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MC1516'DISKS SET IN
 MC1516'CONCRETE.
 MC1516'
 MC1516'REFERENCE MARK 1 IS NE OF THE STATION (102.70 FEET), 53 FEET
 MC1516'W OF THE CENTER
 MC1516'LINE OF HIGHWAY 295, 45.8 FEET N OF THE N RAIL OF
 MC1516'THE WABASH RAILROAD, 3 FEET S OF
 MC1516'AN E-W FENCELINE.  THE DISK IS
 MC1516'STAMPED DELTA EAST BASE NO 1 1943.
 MC1516'
 MC1516'REFERENCE MARK 2 IS 119.74 FEET E OF THE STATION, 46 FEET S
 MC1516'OF THE S RAIL OF
 MC1516'THE WABASH RAILROAD, 25 FEET E OF THE CENTER LINE
 MC1516'OF HIGHWAY 295, 14.3 FEET NE OF C.
 MC1516'C. MOHLERS MAILBOX.  THE DISK
 MC1516'IS STAMPED DELTA EAST BASE NO 2 1943.
 MC1516'
 MC1516'THE AZIMUTH MARK IS 0.3 MILE NNW OF THE STATION, 38.5 FEET S
 MC1516'OF THE CENTER LINE
 MC1516'OF MONCLOVA ROAD.  IT IS IN THE NW CORNER OF A
 MC1516'CULTIVATED FIELD, 3 FEET SE OF A
 MC1516'STANDARD REFERENCE POST.  THE
 MC1516'DISK IS STAMPED DELTA EAST BASE 1943.
 MC1516'
 MC1516'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 MC1516'AND HIGHWAY 295
 MC1516'WHICH IS ABOUT 4 MILES E OF THE SMALL VILLAGE OF
 MC1516'SWANTON, GO S ON HIGHWAY 295 FOR
 MC1516'1.15 MILES TO MONCLOVA ROAD ON
 MC1516'THE RIGHT.  *CONTINUE ON S FOR 0.2 MILE TO THE
 MC1516'WABASH RAILROAD
 MC1516'TRACKS AND STATION AS DESCRIBED.
 MC1516'
 MC1516'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAY 295
 MC1516'AND MONCLOVA ROAD,
 MC1516'GO W ON MONCLOVA ROAD FOR 0.25 MILE TO THE AZIMUTH
 MC1516'MARK ON THE LEFT AS DESCRIBED.
 MC1516'
 MC1516'HEIGHT OF LIGHT ABOVE STATION MARK-33 METERS.
 MC1516
 MC1516                          STATION RECOVERY (1955)
 MC1516
 MC1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RER)
 MC1516'STATION AND ALL MARKS WERE RECOVERED.  DESCRIPTION IS
 MC1516'ADEQUATE FOR
 MC1516'STATION, REFERENCE AND AZIMUTH MARKS.  ALL
 MC1516'MARKS ARE IN GOOD CONDITION.
 MC1516
 MC1516                          STATION RECOVERY (1968)
 MC1516
 MC1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 MC1516'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 MC1516'IN GOOD CONDITION
 MC1516'AND AS DESCRIBED IN QUAD 410834, STATION 1006.
 MC1516'THE AZIMUTH MARK WAS SEARCHED FOR
 MC1516'BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1741 ***********************************************************************
 MD1741  DESIGNATION -  DELTA MUNICIPAL TANK
 MD1741  PID         -  MD1741
 MD1741  STATE/COUNTY-  OH/FULTON
 MD1741  USGS QUAD   -  DELTA (1977)
 MD1741
 MD1741                         *CURRENT SURVEY CONTROL
 MD1741  ___________________________________________________________________
 MD1741* NAD 83(1995)-  41 35 02.23274(N)    084 00 16.47450(W)     ADJUSTED  
 MD1741* NAVD 88     -                                                        
 MD1741  ___________________________________________________________________
 MD1741  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 MD1741  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 MD1741
 MD1741  HORZ ORDER  -  THIRD
 MD1741
 MD1741.The horizontal coordinates were established by classical geodetic methods
 MD1741.and adjusted by the National Geodetic Survey in April 1998..
 MD1741
 MD1741
 MD1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1741
 MD1741.The geoid height was determined by GEOID03.
 MD1741
 MD1741;                    North         East     Units Scale Factor Converg.
 MD1741;SPC OH N     -   213,993.704   474,544.798   MT  0.99997969   -0 59 18.4
 MD1741;SPC MI S     -     9,390.855 4,030,198.883   MT  1.00016200   +0 14 47.1
 MD1741;SPC MI S     -    30,809.89 13,222,437.28   iFT  1.00016200   +0 14 47.1
 MD1741;UTM  16      - 4,607,918.980   749,696.946   MT  1.00036734   +1 59 20.9
 MD1741;UTM  17      - 4,607,945.521   249,540.023   MT  1.00037204   -1 59 42.8
 MD1741
 MD1741                          SUPERSEDED SURVEY CONTROL
 MD1741
 MD1741  NAD 83(1995)-  41 35 02.23495(N)    084 00 16.47447(W) AD(       ) 4
 MD1741  NAD 83(1986)-  41 35 02.24197(N)    084 00 16.48621(W) AD(       ) 4
 MD1741  NAD 27      -  41 35 02.05400(N)    084 00 16.68000(W) AD(       ) 3
 MD1741
 MD1741.Superseded values are not recommended for survey control.
 MD1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1741.See file dsdata.txt to determine how the superseded data were derived.
 MD1741
 MD1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4969707919(NAD 83)
 MD1741
 MD1741  HISTORY     - Date     Condition        Report By
 MD1741  HISTORY     - 1943     MONUMENTED       CGS
 MD1741  HISTORY     - 1985     GOOD             USPSQD
 MD1741
 MD1741                          STATION DESCRIPTION
 MD1741
 MD1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD1741'STATION IS LOCATED ON THE N EDGE OF THE VILLAGE OF DELTA.  IT IS
 MD1741'A 4-LEGGED STEEL
 MD1741'STRUCTURE ABOUT 125 FEET HIGH, PAINTED SILVER
 MD1741'AND ON LAND OWNED BY THE VILLAGE OF
 MD1741'DELTA.  THE POINT OBSERVED ON
 MD1741'WAS THE SMALL BALL ON TOP OF THE TANK.
 MD1741'
 MD1741'TO REACH FROM THE TRAFFIC LIGHT AT THE POST OFFICE IN THE
 MD1741'VILLAGE OF DELTA,
 MD1741'GO N ON WOOD STREET FOR 0.65 MILE TO A FORK,
 MD1741'TAKE RIGHT FORK AND GO 0.1 MILE TO
 MD1741'STATION ON THE RIGHT.
 MD1741'
 MD1741'THIS IS AN INTERSECTION STATION.
 MD1741
 MD1741                          STATION RECOVERY (1985)
 MD1741
 MD1741'RECOVERY NOTE BY US POWER SQUADRON 1985 (MS)
 MD1741'STATION FOUND GOOD.
 MD1741'TANKS WRITING IS FAIDED SOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1522 ***********************************************************************
 MC1522  DESIGNATION -  DELTA PET MILK CO STACK
 MC1522  PID         -  MC1522
 MC1522  STATE/COUNTY-  OH/FULTON
 MC1522  USGS QUAD   -  SWANTON (1971)
 MC1522
 MC1522                         *CURRENT SURVEY CONTROL
 MC1522  ___________________________________________________________________
 MC1522* NAD 83(1995)-  41 34 20.66423(N)    083 59 50.08317(W)     ADJUSTED  
 MC1522* NAVD 88     -                                                        
 MC1522  ___________________________________________________________________
 MC1522  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 MC1522  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 MC1522
 MC1522  HORZ ORDER  -  THIRD
 MC1522
 MC1522.The horizontal coordinates were established by classical geodetic methods
 MC1522.and adjusted by the National Geodetic Survey in April 1998..
 MC1522
 MC1522
 MC1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1522
 MC1522.The geoid height was determined by GEOID03.
 MC1522
 MC1522;                    North         East     Units Scale Factor Converg.
 MC1522;SPC OH N     -   212,700.953   475,133.994   MT  0.99997789   -0 59 01.0
 MC1522;UTM  17      - 4,606,642.110   250,106.640   MT  1.00036855   -1 59 23.6
 MC1522;UTM  16      - 4,606,658.086   750,352.749   MT  1.00037138   +1 59 36.8
 MC1522
 MC1522                          SUPERSEDED SURVEY CONTROL
 MC1522
 MC1522  NAD 83(1995)-  41 34 20.66436(N)    083 59 50.08291(W) AD(       ) 4
 MC1522  NAD 83(1986)-  41 34 20.67298(N)    083 59 50.09455(W) AD(       ) 4
 MC1522  NAD 27      -  41 34 20.48500(N)    083 59 50.29000(W) AD(       ) 3
 MC1522
 MC1522.Superseded values are not recommended for survey control.
 MC1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1522.See file dsdata.txt to determine how the superseded data were derived.
 MC1522
 MC1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5010706642(NAD 83)
 MC1522_MARKER: 63 = STACK
 MC1522
 MC1522  HISTORY     - Date     Condition        Report By
 MC1522  HISTORY     - 1943     FIRST OBSERVED   CGS
 MC1522  HISTORY     - 1955     GOOD             CGS
 MC1522  HISTORY     - 1985     GOOD             USPSQD
 MC1522
 MC1522                          STATION DESCRIPTION
 MC1522
 MC1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1522'STATION IS LOCATED ON THE S SIDE OF HELVETIA STREET 250
 MC1522'FEET SE OF ADAMS
 MC1522'STREET.  IT IS A RED BRICK STACK ABOUT 150 FEET
 MC1522'HIGH ON THE E SIDE OF THE POWER
 MC1522'HOUSE AND ON LAND OWNED BY THE PET
 MC1522'MILK COMPANY OF DELTA.  THE POINT OBSERVED ON WAS
 MC1522'THE CENTER OF
 MC1522'THE STACK.
 MC1522'
 MC1522'THIS IS AN INTERSECTION STATION.
 MC1522
 MC1522                          STATION RECOVERY (1955)
 MC1522
 MC1522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RER)
 MC1522'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 MC1522
 MC1522                          STATION RECOVERY (1985)
 MC1522
 MC1522'RECOVERY NOTE BY US POWER SQUADRON 1985 (MS)
 MC1522'STATION FOUND FAIR.
 MC1522'
 MC1522'BUILDING HAS BEEN IN VERY POOR CONDITION FOR SEVERAL YEARS AND ALSO
 MC1522'HAS BEEN ADANDON BY PET MILK CO.
 MC1522'
 MC1522'PROBABLY WILL BE TORN DOWN SOON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1989 ***********************************************************************
 MD1989  DESIGNATION -  DELTA RESET
 MD1989  PID         -  MD1989
 MD1989  STATE/COUNTY-  OH/FULTON
 MD1989  USGS QUAD   -  DELTA (1977)
 MD1989
 MD1989                         *CURRENT SURVEY CONTROL
 MD1989  ___________________________________________________________________
 MD1989* NAD 83(1986)-  41 34 26.     (N)    084 00 40.     (W)     SCALED    
 MD1989* NAVD 88     -       217.25   (+/-2cm)     712.8    (feet)  VERTCON   
 MD1989  ___________________________________________________________________
 MD1989  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 MD1989
 MD1989  VERT ORDER  -  THIRD (See Below)
 MD1989
 MD1989.The horizontal coordinates were scaled from a topographic map and have
 MD1989.an estimated accuracy of +/- 6 seconds.
 MD1989
 MD1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1989.The vertical order pertains to the NGVD 29 superseded value.
 MD1989
 MD1989.The geoid height was determined by GEOID03.
 MD1989
 MD1989;                    North         East    Units  Estimated Accuracy
 MD1989;SPC OH N     -   212,890.      473,980.      MT  (+/- 180 meters Scaled)
 MD1989
 MD1989                          SUPERSEDED SURVEY CONTROL
 MD1989
 MD1989  NGVD 29 (10/13/05)  217.43   (m)          713.4    (f) RESET       3  
 MD1989
 MD1989.Superseded values are not recommended for survey control.
 MD1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1989.See file dsdata.txt to determine how the superseded data were derived.
 MD1989
 MD1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM491067(NAD 83)
 MD1989_MARKER: DV = VERTICAL CONTROL DISK
 MD1989_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MD1989_SP_SET: BRIDGE WALKWAY
 MD1989_STAMPING: DELTA 1934 RESET 1992
 MD1989_MARK LOGO: NGS   
 MD1989_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1989
 MD1989  HISTORY     - Date     Condition        Report By
 MD1989  HISTORY     - 1992     MONUMENTED       OHDT
 MD1989
 MD1989                          STATION DESCRIPTION
 MD1989
 MD1989'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1992
 MD1989'IN DELTA, ON A BRIDGE OVER BAD CREEK, ON MAIN STREET, ALSO KNOWN AS US
 MD1989'20-A, BETWEEN HIGHLAND STREET AND ADRIAN STREET, BRIDGE NUMBER FUL
 MD1989'20-A 19.47, SET IN THE CONCRETE WALKWAY AT THE NORTHEAST END OF THE
 MD1989'STRUCTURE, 1 FOOT (0.3 M) SOUTH OF THE NORTH PARAPET WALL AND 27 FEET
 MD1989'(8.2 M) WEST OF THE EAST END OF THE NORTH PARAPET WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1521 ***********************************************************************
 MC1521  DESIGNATION -  DELTA WEST BASE
 MC1521  PID         -  MC1521
 MC1521  STATE/COUNTY-  OH/FULTON
 MC1521  USGS QUAD   -  SWANTON (1971)
 MC1521
 MC1521                         *CURRENT SURVEY CONTROL
 MC1521  ___________________________________________________________________
 MC1521* NAD 83(1995)-  41 33 21.81553(N)    083 59 59.58975(W)     ADJUSTED  
 MC1521* NAVD 88     -       214.3    (meters)     703.     (feet)  GPS OBS   
 MC1521  ___________________________________________________________________
 MC1521  X           -     499,653.852 (meters)                     COMP
 MC1521  Y           -  -4,753,797.895 (meters)                     COMP
 MC1521  Z           -   4,208,952.191 (meters)                     COMP
 MC1521  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 MC1521  ELLIP HEIGHT-         179.05  (meters)          (10/07/05) GPS OBS
 MC1521  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 MC1521
 MC1521  HORZ ORDER  -  FIRST
 MC1521  ELLP ORDER  -  FOURTH    CLASS I
 MC1521
 MC1521.The horizontal coordinates were established by GPS observations
 MC1521.and adjusted by the National Geodetic Survey in April 1998..
 MC1521
 MC1521.The orthometric height was determined by GPS observations and a
 MC1521.high-resolution geoid model.
 MC1521
 MC1521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1521
 MC1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1521
 MC1521.The ellipsoidal height was determined by GPS observations
 MC1521.and is referenced to NAD 83.
 MC1521
 MC1521.The geoid height was determined by GEOID03.
 MC1521
 MC1521;                    North         East     Units Scale Factor Converg.
 MC1521;SPC OH N     -   210,889.487   474,882.566   MT  0.99997542   -0 59 07.3
 MC1521;UTM  17      - 4,604,834.627   249,823.337   MT  1.00037030   -1 59 27.6
 MC1521;UTM  16      - 4,604,835.288   750,195.673   MT  1.00037041   +1 59 28.2
 MC1521
 MC1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1521!SPC OH N     -   0.99997192  x   0.99997542  =   0.99994734
 MC1521!UTM  17      -   0.99997192  x   1.00037030  =   1.00034221
 MC1521!UTM  16      -   0.99997192  x   1.00037041  =   1.00034232
 MC1521
 MC1521|---------------------------------------------------------------------|
 MC1521| PID    Reference Object                     Distance      Geod. Az  |
 MC1521|                                                           dddmmss.s |
 MC1521| CE5964 DELTA WEST BASE RM 1                 38.676 METERS 07032     |
 MC1521| CE5963 DELTA WEST BASE AZ MK                              1761705.0 |
 MC1521| CE5965 DELTA WEST BASE RM 2                 41.014 METERS 28759     |
 MC1521|---------------------------------------------------------------------|
 MC1521
 MC1521                          SUPERSEDED SURVEY CONTROL
 MC1521
 MC1521  ELLIP H (04/01/98)  179.10   (m)                       GP(       ) 4 1
 MC1521  NAD 83(1995)-  41 33 21.81542(N)    083 59 59.58958(W) AD(       ) 1
 MC1521  NAD 83(1986)-  41 33 21.82406(N)    083 59 59.60105(W) AD(       ) 1
 MC1521  NAD 83(1986)-  41 33 21.82405(N)    083 59 59.60104(W) AD(       ) 1
 MC1521  NAD 27      -  41 33 21.63600(N)    083 59 59.79600(W) AD(       ) 1
 MC1521  NGVD 29 (07/19/86)  214.48   (m)          703.7    (f) LEVELING    3  
 MC1521
 MC1521.Superseded values are not recommended for survey control.
 MC1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1521.See file dsdata.txt to determine how the superseded data were derived.
 MC1521
 MC1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG4982304835(NAD 83)
 MC1521_MARKER: DH = HORIZONTAL CONTROL DISK
 MC1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1521_SP_SET: CONCRETE POST
 MC1521_STAMPING: DELTA WEST BASE 1943
 MC1521_MARK LOGO: CGS   
 MC1521_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1521+STABILITY: SURFACE MOTION
 MC1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1521+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1996
 MC1521
 MC1521  HISTORY     - Date     Condition        Report By
 MC1521  HISTORY     - 1943     MONUMENTED       CGS
 MC1521  HISTORY     - 1943     GOOD             CGS
 MC1521  HISTORY     - 1955     SEE DESCRIPTION  CGS
 MC1521  HISTORY     - 1959     SEE DESCRIPTION  USGS
 MC1521  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MC1521  HISTORY     - 1986     GOOD             NGS
 MC1521  HISTORY     - 19921203 GOOD             PLSO
 MC1521  HISTORY     - 19930115 GOOD
 MC1521  HISTORY     - 19960130 GOOD             WOOLPT
 MC1521
 MC1521                          STATION DESCRIPTION
 MC1521
 MC1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1521'STATION IS LOCATED ABOUT 1.3 MILES S OF THE TOWN OF DELTA ON THE
 MC1521'RIGHT-OF-WAY OF THE WABASH
 MC1521'RAILROAD.  IT IS ABOUT 125 YARDS E OF STATE HIGHWAY
 MC1521'109, 54 FEET N OF THE ( RAIL OF
 MC1521'THE TRACKS, 43 FEET S OF THE N
 MC1521'RIGHT-OF-WAY FENCELINE AND 4.4 FEET S OF A
 MC1521'STANDARD REFERENCE POST.
 MC1521'THE DISK IS STAMPED DELTA WEST BASE 1943.
 MC1521'
 MC1521'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MC1521'DISKS SET IN
 MC1521'CONCRETE.
 MC1521'
 MC1521'REFERENCE MARK 1 IS 126.88 FEET NE OF THE STATION IN THE N
 MC1521'RIGHT-OF-WAY
 MC1521'FENCELINE.  THE DISK IS STAMPED DELTA WEST BASE NO
 MC1521'1 1943.
 MC1521'
 MC1521'REFERENCE MARK 2 IS 134.56 FEET NW OF THE STATION IN THE N
 MC1521'RIGHT-OF-WAY
 MC1521'FENCELINE.  THE DISK IS STAMPED DELTA WEST BASE NO
 MC1521'2 1943.
 MC1521'
 MC1521'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE S OF THE STATION.
 MC1521'IT IS 39 FEET N OF
 MC1521'AN E-W TAR ROAD, 13.8 FEET W OF A N-S FENCE,
 MC1521'I.4 FEET E OF A STANDARD REFERENCE
 MC1521'POST AND 1.4 FEET S OF A 1-STRAND
 MC1521'ELECTRIC FENCE.  THE DISK IS STAMPED DELTA WEST BASE
 MC1521'1943.
 MC1521'
 MC1521'TO REACH AZIMUTH MARK FROM THE STATION, GO S ON STATE HIGHWAY
 MC1521'109 FOR 0.75 MILE
 MC1521'TO A FORK, TAKE THE LEFT FORK LEAVING HIGHWAY
 MC1521'109 AND GO E FOR 0.15 MILE TO THE
 MC1521'MARK ON THE LEFT.
 MC1521'
 MC1521'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 MC1521'STATE HIGHWAY 109
 MC1521'IN DELTA, GO S ON HIGHWAY 109 FOR 1.3 MILES TO
 MC1521'THE WABASH RAILROAD CROSSING, TURN
 MC1521'LEFT AND FOLLOW ALONG THE N
 MC1521'SIDE OF THE TRACKS FOR ABOUT 125 YARDS TO THE STATION
 MC1521'AS DESCRIBED.
 MC1521'
 MC1521'HEIGHT OF LIGHT ABOVE STATION MARK-34 METERS.
 MC1521
 MC1521                          STATION RECOVERY (1943)
 MC1521
 MC1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 MC1521'RECOVERED IN GOOD CONDITION.
 MC1521
 MC1521                          STATION RECOVERY (1955)
 MC1521
 MC1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RER)
 MC1521'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 MC1521'DESCRIPTION FOR
 MC1521'STATION AND REFERENCE MARKS ADEQUATE.  AZIMUTH
 MC1521'MARK WAS NOT SEARCHED FOR.
 MC1521
 MC1521                          STATION RECOVERY (1959)
 MC1521
 MC1521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MC1521'THE STATION MARK IS LOCATED 1.3 MILES SOUTH OF DELTA, T7N, R7E, IN
 MC1521'NORTHEAST CORNER
 MC1521'SECTION 24, 368 FEET EAST, 56 FEET NORTH, OF INTERSECTION
 MC1521'OF WABASH R.R. TRACKS AND STATE
 MC1521'HIGHWAY 109, 4 FEET SOUTH OF REFERENCE
 MC1521'POST, 44 FEET SOUTH OF RIGHT-OF-WAY FENCE, 51 FEET
 MC1521'WEST AND 30 FEET SOUTH
 MC1521'OF A TELEGRAPH POLE, IN CONCRETE POST PROJECTING 4 INCHES A STANDARD
 MC1521'TABLET, STAMPED
 MC1521'DELTA WEST BASE 1943.
 MC1521'
 MC1521'THE AZIMUTH MARK IS 2 MILES SOUTH OF DELTA AND 0.15 MILE EAST OF,
 MC1521'T7N, R7E, NEAR
 MC1521'CORNER SECTIONS 19, 24, 25 AND 30, ABOUT 680 FEET EAST
 MC1521'OF T-ROAD NORTH (STATE HWY 109
 MC1521'AND FULTON CO. RD E), 45 FEET NORTH,
 MC1521'18 FEET WEST, AND 0.7 FOOT ABOVE INTERSECTION OF
 MC1521'FULTON CO. ROAD E
 MC1521'AND FENCELINE NORTH, 10 FEET WEST AND 2 FEET NORTH OF A POWER POLE,
 MC1521'IN CONCRETE
 MC1521'POST, STANDARD TABLET STAMPED DELTA WEST BASE 1943.
 MC1521
 MC1521                          STATION RECOVERY (1985)
 MC1521
 MC1521'RECOVERY NOTE BY US POWER SQUADRON 1985 (MS)
 MC1521'DELTA WEST BASE COULD NOT BE FOUND.
 MC1521'AREA WAS ALL FULL OF WATER KNEEL DEEP AFTER WINTER SNOW AND DAYS OF
 MC1521'HEAVY RAIN.
 MC1521'DID NOT SEE REFERENCE POST IN LOCATION.
 MC1521'ALSO COULD NOT CHECK ON REFERENCE MARK NO. 1 OR NO. 2 BECAUSE OF
 MC1521'SAME.
 MC1521'WILL TRY TO CHECK LATER THIS YEAR.  (60 MILES FROM HOME TO MARK
 MC1521'SITE)
 MC1521'
 MC1521'DELTA WEST BASE 1943 AZIMUTH FOUND GOOD.
 MC1521'POWER POLE AS DESCRIBED HAS BEEN REMOVED.
 MC1521
 MC1521                          STATION RECOVERY (1986)
 MC1521
 MC1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MC1521'THE STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 MC1521'SEARCHED FOR.  THE STATION IS LOCATED ABOUT 8 MILES NORTH OF LIBERTY
 MC1521'CENTER AND 1.5 MILE SOUTH OF DELTA ON THE RIGHT-OF-WAY OF THE NORFOLK
 MC1521'AND WESTERN RAILROAD, NORTH SIDE OF TRACKS IN THE NORTHWEST CORNER
 MC1521'OF SECTION 19.  OWNERSHIP RAILWAY RIGHT-OF-WAY.
 MC1521'TO REACH FROM THE JUNCTION OF US HIGHWAY 20A AND STATE HIGHWAY 109
 MC1521'IN DELTA. GO SOUTH ON STATE HIGWAY 109 FOR 1.3 MILE TO THE NORFOLK
 MC1521'AND WESTERN RAILROAD CROSSING. TURN LEFT, EAST, AND FOLLOW ALONG
 MC1521'THE NORTH SIDE OF TRACKS FOR ABOUT 12 YARDS.
 MC1521'THE STATION IS A STANDARD CGS STATION DISK STAMPED --DELTA WEST
 MC1521'BASE 1943-- SET IN THE TOP OF A SQUARE 25 CM CONCRETE POST FLUSH
 MC1521'WITH THE GROUND.  IT IS 110.6 METERS EAST ALONG THE NORTH RAIL
 MC1521'FROM THE JUNCTION OF THE NORTH RAIL AND THE HIGHWAY CENTERLINE,
 MC1521'16.5 METERS NORTH OF THE NORTH RAIL OF TRACKS, 13.0 METERS SOUTH
 MC1521'OF THE NORTH RIGHT-OF-WAY FENCE.
 MC1521'TYPED BY JAMES MALONEY 9/09/87.
 MC1521
 MC1521                          STATION RECOVERY (1992)
 MC1521
 MC1521'RECOVERY NOTE BY LAND SURV OF OH 1992
 MC1521'RECOVERED IN GOOD CONDITION.
 MC1521
 MC1521                          STATION RECOVERY (1993)
 MC1521
 MC1521'RECOVERED 1993
 MC1521'RECOVERED IN GOOD CONDITION.
 MC1521
 MC1521                          STATION RECOVERY (1996)
 MC1521
 MC1521'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BS)
 MC1521'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1460 ***********************************************************************
 JY1460  DESIGNATION -  DENNEWITZ
 JY1460  PID         -  JY1460
 JY1460  STATE/COUNTY-  OH/ROSS
 JY1460  USGS QUAD   -  ANDERSONVILLE (1981)
 JY1460
 JY1460                         *CURRENT SURVEY CONTROL
 JY1460  ___________________________________________________________________
 JY1460* NAD 83(1995)-  39 24 54.23053(N)    083 05 53.48362(W)     ADJUSTED  
 JY1460* NAVD 88     -       316.1    (meters)    1037.     (feet)  GPS OBS   
 JY1460  ___________________________________________________________________
 JY1460  X           -     592,960.029 (meters)                     COMP
 JY1460  Y           -  -4,898,660.046 (meters)                     COMP
 JY1460  Z           -   4,028,202.178 (meters)                     COMP
 JY1460  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 JY1460  ELLIP HEIGHT-         282.68  (meters)          (10/07/05) GPS OBS
 JY1460  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JY1460
 JY1460  HORZ ORDER  -  FIRST
 JY1460  ELLP ORDER  -  FOURTH    CLASS I
 JY1460
 JY1460.The horizontal coordinates were established by classical geodetic methods
 JY1460.and adjusted by the National Geodetic Survey in April 1998..
 JY1460
 JY1460.The orthometric height was determined by GPS observations and a
 JY1460.high-resolution geoid model.
 JY1460
 JY1460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1460
 JY1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1460
 JY1460.The ellipsoidal height was determined by GPS observations
 JY1460.and is referenced to NAD 83.
 JY1460
 JY1460.The geoid height was determined by GEOID03.
 JY1460
 JY1460;                    North         East     Units Scale Factor Converg.
 JY1460;SPC OH S     -   157,261.517   548,488.746   MT  0.99993605   -0 22 46.4
 JY1460;UTM  17      - 4,364,938.778   319,372.421   MT  1.00000172   -1 19 57.3
 JY1460
 JY1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1460!SPC OH S     -   0.99995565  x   0.99993605  =   0.99989171
 JY1460!UTM  17      -   0.99995565  x   1.00000172  =   0.99995737
 JY1460
 JY1460:                Primary Azimuth Mark                     Grid Az
 JY1460:SPC OH S     -  BARNHART                                 107 17 52.0
 JY1460:UTM  17      -  BARNHART                                 108 15 02.9
 JY1460
 JY1460|---------------------------------------------------------------------|
 JY1460| PID    Reference Object                     Distance      Geod. Az  |
 JY1460|                                                           dddmmss.s |
 JY1460| JY1413 BARNHART                            APPROX.15.6 KM 1065505.6 |
 JY1460| JY1761 DENNEWITZ RM 1                      278.490 METERS 11940     |
 JY1460| JY1762 DENNEWITZ RM 2                       75.463 METERS 31837     |
 JY1460|---------------------------------------------------------------------|
 JY1460
 JY1460                          SUPERSEDED SURVEY CONTROL
 JY1460
 JY1460  ELLIP H (04/01/98)  282.65   (m)                       GP(       ) 4 1
 JY1460  NAD 83(1986)-  39 24 54.23569(N)    083 05 53.48966(W) AD(       ) 1
 JY1460  NAD 27      -  39 24 54.01400(N)    083 05 53.82600(W) AD(       ) 1
 JY1460  NGVD 29 (07/19/86)  316.32   (m)         1037.8    (f) LEVELING    3  
 JY1460
 JY1460.Superseded values are not recommended for survey control.
 JY1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1460.See file dsdata.txt to determine how the superseded data were derived.
 JY1460
 JY1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD1937264939(NAD 83)
 JY1460_MARKER: DS = TRIANGULATION STATION DISK
 JY1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1460_SP_SET: CONCRETE POST
 JY1460_STAMPING: DENNEWITZ 1928
 JY1460_MARK LOGO: CGS   
 JY1460_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1460+STABILITY: SURFACE MOTION
 JY1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1460+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1993
 JY1460
 JY1460  HISTORY     - Date     Condition        Report By
 JY1460  HISTORY     - 1928     MONUMENTED       CGS
 JY1460  HISTORY     - 1928     GOOD             CGS
 JY1460  HISTORY     - 19930211 GOOD             NGS
 JY1460  HISTORY     - 19930728 GOOD             CSPC
 JY1460  HISTORY     - 20010504 MARK NOT FOUND   INDIV
 JY1460
 JY1460                          STATION DESCRIPTION
 JY1460
 JY1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 JY1460'ABOUT 8-1/2 MILES NORTHWEST OF CHILLICOTHE, ON FENCE LINE SOUTH OF
 JY1460'ROAD, ON LAND OWNED BY MR. DENNEWITZ. STATION REACHED FROM
 JY1460'CHILLICOTHE BY TAKING EGYPT PIKE 9 MILES TO THE DRY RUN SCHOOL AND
 JY1460'THEN TAKE ROAD LEADING SOUTH FOR ABOUT 3/4 MILE.
 JY1460'
 JY1460'REFERENCE MARK NO. 1, (EAST), ON WEST SIDE OF ROAD LEADING INTO EGYPT
 JY1460'PIKE 1/2 MILE EAST OF DRY RUN SCHOOL.
 JY1460'
 JY1460'REFERENCE MARK NO. 2, (WEST-NORTHWEST), ON NORTH SIDE OF ROAD
 JY1460'OPPOSITE HOUSE OWNED BY A MR. SPETNAGEL.
 JY1460'
 JY1460'A 75-FOOT STEEL TOWER USED.
 JY1460'
 JY1460'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JY1460'SET IN CONCRETE.
 JY1460
 JY1460                          STATION RECOVERY (1928)
 JY1460
 JY1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 JY1460'RECOVERED IN GOOD CONDITION.
 JY1460
 JY1460                          STATION RECOVERY (1993)
 JY1460
 JY1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JY1460'THE STATION IS LOCATED ABOUT 14 KM (8.70 MI) NW OF CHILLICOTHE, 6 KM
 JY1460'(3.70 MI) ENE OF FRANKFORT, IN A FIELD ON THE SOUTH SIDE OF ALBRIGHT
 JY1460'MILL ROAD, ON LAND OWNED BY MR. JONES WHO LIVES IN THE HOUSE 0.2 KM
 JY1460'(0.10 MI) SE OF THE STATION.  TO REACH FROM THE JUNCTION OF STATE
 JY1460'ROUTE 104 (N.  HIGH STREET) AND US HIGHWAY 35, AT THE NORTH SIDE OF
 JY1460'CHILLICOTHE, GO WEST ON HIGHWAY 35 FOR 6.5 KM (4.05 MI) TO THE
 JY1460'PLEASANT VALLEY EXIT AND COUNTY ROAD 550.  GO WEST 2.0 KM (1.25 MI)
 JY1460'ON COUNTY ROAD 550, THEN RIGHT (NORTH) FOR 0.6 KM (0.35 MI) ON BIERS
 JY1460'RUN ROAD TO THE BRIDGE OVER HIGHWAY 35.  CONTINUE NORTHWEST ON BIERS
 JY1460'RUN ROAD FOR 3.0 KM, THEN TURN RIGHT ONTO ALBRIGHT MILL ROAD AND GO
 JY1460'NORTH 1.4 KM (0.85 MI) TO A T JUNCTION WITH BOWDLE ROAD ON THE RIGHT
 JY1460'AND MR. JONES HOUSE ON THE LEFT.  CONTINUE 0.2 KM (0.10 MI) NW ON
 JY1460'ALBRIGHT MILL ROAD TO THE STATION ON THE LEFT, ABOUT 0.1 KM (0.05 MI)
 JY1460'SSE OF THE APPARENT HIGH SPOT IN THE ROAD, IN A 36 CM SQUARE CONCRETE
 JY1460'POST PROJECTING 15 CM.  IT IS ABOUT 73 M (239.5 FT) NE OF THE
 JY1460'JUNCTION OF THE ROAD AND A DRIVE LEADING NE TO A MICROWAVE TOWER,
 JY1460'39.6 M (129.9 FT) WNW OF UTILITY POLE NIMBER RAL-45-A19-A2, 17.4 M
 JY1460'(57.1 FT) SE OF A FIELD ENTRANCE ON THE SE SIDE OF THE ROAD, 5.64 M
 JY1460'(18.50 FT) SW OF THE CENTER OF THE ROAD, AND 1.37 M (4.49 FT) SW OF A
 JY1460'FIBERGLASS WITNESS POST AND WIRE FENCE.
 JY1460
 JY1460                          STATION RECOVERY (1993)
 JY1460
 JY1460'RECOVERY NOTE BY COLUMBUS SOUTHERN POWER COMPANY 1993
 JY1460'RECOVERED IN GOOD CONDITION.
 JY1460
 JY1460                          STATION RECOVERY (2001)
 JY1460
 JY1460'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (NCM)
 JY1460'STATION MARK NOT FOUND.  I BELIEVE DESCRIPTION IS NOT CLEAR. THE
 JY1460'DESCRIPTION LED ME TO BELIEVE THE MARK WAS NOT ON HILL TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1445 ***********************************************************************
 KY1445  DESIGNATION -  DENNISON
 KY1445  PID         -  KY1445
 KY1445  STATE/COUNTY-  OH/TUSCARAWAS
 KY1445  USGS QUAD   -  UHRICHSVILLE (1994)
 KY1445
 KY1445                         *CURRENT SURVEY CONTROL
 KY1445  ___________________________________________________________________
 KY1445* NAD 83(1986)-  40 23 34.     (N)    081 20 01.     (W)     SCALED    
 KY1445* NAVD 88     -       262.513  (meters)     861.26   (feet)  ADJUSTED  
 KY1445  ___________________________________________________________________
 KY1445  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KY1445  DYNAMIC HT  -         262.380 (meters)     860.83  (feet)  COMP
 KY1445  MODELED GRAV-     980,114.4   (mgal)                       NAVD 88
 KY1445
 KY1445  VERT ORDER  -  FIRST     CLASS II
 KY1445
 KY1445.The horizontal coordinates were scaled from a topographic map and have
 KY1445.an estimated accuracy of +/- 6 seconds.
 KY1445
 KY1445.The orthometric height was determined by differential leveling
 KY1445.and adjusted by the National Geodetic Survey in June 1991..
 KY1445
 KY1445.The geoid height was determined by GEOID03.
 KY1445
 KY1445.The dynamic height is computed by dividing the NAVD 88
 KY1445.geopotential number by the normal gravity value computed on the
 KY1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1445.degrees latitude (g = 980.6199 gals.).
 KY1445
 KY1445.The modeled gravity was interpolated from observed gravity values.
 KY1445
 KY1445;                    North         East    Units  Estimated Accuracy
 KY1445;SPC OH N     -    81,300.      699,030.      MT  (+/- 180 meters Scaled)
 KY1445
 KY1445                          SUPERSEDED SURVEY CONTROL
 KY1445
 KY1445  NGVD 29 (??/??/92)  262.720  (m)          861.94   (f) ADJ UNCH    1 2
 KY1445
 KY1445.Superseded values are not recommended for survey control.
 KY1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1445.See file dsdata.txt to determine how the superseded data were derived.
 KY1445
 KY1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME716714(NAD 83)
 KY1445_MARKER: DB = BENCH MARK DISK
 KY1445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1445_SP_SET: BUILDING
 KY1445_STAMPING: DENNISON 1934
 KY1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1445
 KY1445  HISTORY     - Date     Condition        Report By
 KY1445  HISTORY     - 1934     MONUMENTED       CGS
 KY1445  HISTORY     - 1954     GOOD             NGS
 KY1445
 KY1445                          STATION DESCRIPTION
 KY1445
 KY1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1445'AT DENNISON.
 KY1445'AT DENNISON, ALONG THIRD STREET BETWEEN CENTER AND GRANT STREETS,
 KY1445'SET VERTICALLY IN THE WEST FACE OF THE MUNICIPAL BUILDING, 31.8
 KY1445'FEET NORTH OF SOUTHWEST CORNER OF BUILDING, 3 1/2 FEET SOUTH OF
 KY1445'MAIN WEST ENTRANCE TO BUILDING AND 0.7 FOOT ABOVE LEVEL OF SIDE
 KY1445'WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3428 ***********************************************************************
 KY3428  DESIGNATION -  DENNISON
 KY3428  PID         -  KY3428
 KY3428  STATE/COUNTY-  OH/TUSCARAWAS
 KY3428  USGS QUAD   -  UHRICHSVILLE (1994)
 KY3428
 KY3428                         *CURRENT SURVEY CONTROL
 KY3428  ___________________________________________________________________
 KY3428* NAD 83(1995)-  40 24 42.65429(N)    081 19 39.73024(W)     ADJUSTED  
 KY3428* NAVD 88     -       262.52   (+/-2cm)     861.3    (feet)  VERTCON   
 KY3428  ___________________________________________________________________
 KY3428  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 KY3428  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KY3428
 KY3428  HORZ ORDER  -  FIRST
 KY3428  VERT ORDER  -  THIRD ? (See Below)
 KY3428
 KY3428.The horizontal coordinates were established by classical geodetic methods
 KY3428.and adjusted by the National Geodetic Survey in April 1998..
 KY3428
 KY3428.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3428.The vertical order pertains to the NGVD 29 superseded value.
 KY3428
 KY3428.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3428
 KY3428.The geoid height was determined by GEOID03.
 KY3428
 KY3428;                    North         East     Units Scale Factor Converg.
 KY3428;SPC OH N     -    83,419.019   699,500.383   MT  1.00000419   +0 46 12.5
 KY3428;UTM  17      - 4,473,521.541   472,196.137   MT  0.99960952   -0 12 44.8
 KY3428
 KY3428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3428!SPC OH N     -   0.99996409  x   1.00000419  =   0.99996828
 KY3428!UTM  17      -   0.99996409  x   0.99960952  =   0.99957362
 KY3428
 KY3428:                Primary Azimuth Mark                     Grid Az
 KY3428:SPC OH N     -  DENNISON AZ MK                           085 29 21.7
 KY3428:UTM  17      -  DENNISON AZ MK                           086 28 19.0
 KY3428
 KY3428|---------------------------------------------------------------------|
 KY3428| PID    Reference Object                     Distance      Geod. Az  |
 KY3428|                                                           dddmmss.s |
 KY3428| CC9835 DENNISON AZ MK                                     0861534.2 |
 KY3428| CC9836 DENNISON RM 1                        20.660 METERS 11624     |
 KY3428| CC9837 DENNISON RM 2                        20.260 METERS 33051     |
 KY3428|---------------------------------------------------------------------|
 KY3428
 KY3428                          SUPERSEDED SURVEY CONTROL
 KY3428
 KY3428  NAD 83(1986)-  40 24 42.66288(N)    081 19 39.73668(W) AD(       ) 1
 KY3428  NAD 27      -  40 24 42.42200(N)    081 19 40.34100(W) AD(       ) 1
 KY3428  NGVD 29 (07/19/86)  262.72   (m)          861.9    (f) LEVELING    3  
 KY3428
 KY3428.Superseded values are not recommended for survey control.
 KY3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3428.See file dsdata.txt to determine how the superseded data were derived.
 KY3428
 KY3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME7219673522(NAD 83)
 KY3428_MARKER: DS = TRIANGULATION STATION DISK
 KY3428_SETTING: 0 = UNSPECIFIED SETTING
 KY3428
 KY3428  HISTORY     - Date     Condition        Report By
 KY3428  HISTORY     - 1944     MONUMENTED       CGS
 KY3428  HISTORY     - 1960     GOOD             LOCENG
 KY3428  HISTORY     - 1976     GOOD             LOCENG
 KY3428  HISTORY     - 1977     GOOD             LOCENG
 KY3428  HISTORY     - 1983     GOOD             LOCENG
 KY3428
 KY3428                          STATION DESCRIPTION
 KY3428
 KY3428'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 KY3428'STATION IS LOCATED APPROXIMATELY 5 MILES, AIRLINE, SE OF NEW
 KY3428'PHILADELPHIA AND 1 MILE N OF
 KY3428'DENNISON, ON LAND OWNED BY THE DENNISON SEWER PIPE
 KY3428'COMPANY.  THE STATION MARK
 KY3428'IS LOCATED ON THE SE SLOPE OF THE HILL,
 KY3428'APPROXIMATELY 300 FEET SE OF THE HIGHEST PART
 KY3428'OF THE HILL.  THE
 KY3428'MARK IS 16 FEET N OF A 2-FOOT BLAZED TREE AND 6 FEET W OF A
 KY3428'WOODEN
 KY3428'WITNESS POST.  THE DISK IS STAMPED DENNISON 1944 AND IS
 KY3428'FLUSH WITH THE GROUND.
 KY3428'
 KY3428'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE
 KY3428'AT THE CENTERS OF
 KY3428'THE TOPS OF TILES.  UNDERGROUND AND AZIMUTH
 KY3428'MARKS ARE BRONZE DISKS SET IN THE
 KY3428'TOPS OF CONCRETE POSTS.
 KY3428'
 KY3428'REFERENCE MARK 1 IS 67.78 FEET ESE OF THE STATION AND 48
 KY3428'FEET SSW OF A LONE
 KY3428'8-INCH ASH TREE.  IT IS STAMPED DENNISON NO 1 1944.
 KY3428'
 KY3428'REFERENCE MARK 2 IS 66.47 FEET NNW OF THE STATION AND 20 FEET
 KY3428'S OF A 3-FOOT
 KY3428'TREE.  IT IS STAMPED DENNISON NO 2 1944.
 KY3428'
 KY3428'AZIMUTH MARK IS 29 FEET E OF THE CENTER LINE OF A GRAVEL
 KY3428'ROAD, 24 FEET N OF
 KY3428'HIGH-TENSION POWER-TRANSMISSION-LINE POLE
 KY3428'101-139, AND 2 FEET N OF A WOODEN
 KY3428'WITNESS POST.  IT IS STAMPED
 KY3428'DENNISON 1944.
 KY3428'
 KY3428'TO REACH THE STATION FROM THE DENNISON POLICE STATION, GO
 KY3428'NE ON U.S.
 KY3428'HIGHWAYS 36 AND 250 FOR 1.3 MILES TO A REVERSE Y
 KY3428'CONTINUE STRAIGHT AHEAD ON
 KY3428'U.S. HIGHWAY 36 AND U.S. HIGHWAY 250 FOR
 KY3428'0.1 MILE TO A LEFT FORK, TAKE LEFT FORK FOR
 KY3428'0.3 MILE TO A REVERSE
 KY3428'Y, CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO THE AZIMUTH MARK ON
 KY3428'THE RIGHT.
 KY3428'FROM HERE TURN LEFT INTO FARM DRIVEWAY AND GO FOR 0.05
 KY3428'MILE TO THE END OF TRUCK
 KY3428'TRAVEL.  PACK W UP STEEP HILL APPROXIMATELY
 KY3428'0.25 MILE TO THE STATION.
 KY3428'
 KY3428'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KY3428
 KY3428                          STATION RECOVERY (1960)
 KY3428
 KY3428'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (JCW)
 KY3428'RECOVERED BY CAPITOL ENG. ASSOC.
 KY3428'ALL MARKS WERE
 KY3428'FOUND IN GOOD CONDITION.  THE WITNESS TREES MENTION IN THE
 KY3428'DESCRIPTION HAVE BURNED AND FALLEN.
 KY3428'THE STUMPS ONLY ARE STILL EVIDENT.
 KY3428
 KY3428                          STATION RECOVERY (1976)
 KY3428
 KY3428'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (RC)
 KY3428'DENNISON 1944 RECOVERED GOOD - AS DESCRIBED.
 KY3428'
 KY3428'DENNISON NO 1 1944 RECOVERED GOOD - AS DESCRIBED.
 KY3428'
 KY3428'DENNISON NO 2 1944 RECOVERED GOOD - AS DESCRIBED.
 KY3428'
 KY3428'DENNISON 1944 (AZ. MK.) RECOVERED GOOD - AS DESCRIBED.
 KY3428'
 KY3428'AZIMUTH MARK VISIBLE BY CLEARING LINE.
 KY3428'
 KY3428'HORIZONTAL DISTANCE - 1399.636.
 KY3428'
 KY3428'DISTANCE AND DIRECTION FROM NEAREST TOWN--ONE MILE NORTH OF
 KY3428'DENNISON.
 KY3428
 KY3428                          STATION RECOVERY (1977)
 KY3428
 KY3428'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (RC)
 KY3428'DENNISON 1944 RECOVERED GOOD-FOUND AS DESCRIBED.
 KY3428'
 KY3428'REFERENCE-DENNISON NO 1 RECOVERED GOOD-FOUND AS DESCRIBED.
 KY3428'
 KY3428'REFERENCE-DENNISON NO 2 RECOVERED GOOD-FOUND AS DESCRIBED.
 KY3428'
 KY3428'AZIMUTH-DENNISON 1944 RECOVERED GOOD-FOUND AS DESCRIBED.
 KY3428'
 KY3428'AZIMUTH MARK LOCATION IS EAST OF ROAD NOW KNOWN AS TUSCARAWAS COUNTY
 KY3428'HIGHWAY 63 WHICH HAS BEEN PAVED WITH ASPHALT.
 KY3428'
 KY3428'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHEAST OF
 KY3428'DENNISON.
 KY3428
 KY3428                          STATION RECOVERY (1983)
 KY3428
 KY3428'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (RKB)
 KY3428'DENNISON 1944 STA., AZ AND REF. MARKS ALL FOUND IN GOOD CONDIT.
 KY3428'HILL WHEN STA. IS LOCATED IS NOW COVERED BY TREES AND BRUSH,
 KY3428'REQUIRING CLEARING FOR LINE OF SIGHT TO AZ. OR IN ANY DIRECTION.
 KY3428'
 KY3428'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI NORTH OF DENNISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2640 ***********************************************************************
 AE2640  DESIGNATION -  DEPWEG
 AE2640  PID         -  AE2640
 AE2640  STATE/COUNTY-  OH/MERCER
 AE2640  USGS QUAD   -  MONTEZUMA (1982)
 AE2640
 AE2640                         *CURRENT SURVEY CONTROL
 AE2640  ___________________________________________________________________
 AE2640* NAD 83(1995)-  40 27 04.05122(N)    084 34 16.87217(W)     ADJUSTED  
 AE2640* NAVD 88     -       277.9    (meters)     912.     (feet)  GPS OBS   
 AE2640  ___________________________________________________________________
 AE2640  X           -     459,836.925 (meters)                     COMP
 AE2640  Y           -  -4,838,743.492 (meters)                     COMP
 AE2640  Z           -   4,116,390.102 (meters)                     COMP
 AE2640  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AE2640  ELLIP HEIGHT-         244.47  (meters)          (10/07/05) GPS OBS
 AE2640  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AE2640
 AE2640  HORZ ORDER  -  FIRST
 AE2640  ELLP ORDER  -  FOURTH    CLASS I
 AE2640
 AE2640.The horizontal coordinates were established by GPS observations
 AE2640.and adjusted by the National Geodetic Survey in September 1997..
 AE2640
 AE2640.The orthometric height was determined by GPS observations and a
 AE2640.high-resolution geoid model.
 AE2640
 AE2640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2640
 AE2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2640
 AE2640.The ellipsoidal height was determined by GPS observations
 AE2640.and is referenced to NAD 83.
 AE2640
 AE2640.The geoid height was determined by GEOID03.
 AE2640
 AE2640;                    North         East     Units Scale Factor Converg.
 AE2640;SPC OH N     -    89,198.189   424,305.754   MT  0.99999664   -1 21 38.8
 AE2640;UTM  16      - 4,480,662.505   705,947.740   MT  1.00012212   +1 34 34.5
 AE2640
 AE2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2640!SPC OH N     -   0.99996165  x   0.99999664  =   0.99995829
 AE2640!UTM  16      -   0.99996165  x   1.00012212  =   1.00008377
 AE2640
 AE2640                          SUPERSEDED SURVEY CONTROL
 AE2640
 AE2640  ELLIP H (09/04/97)  244.48   (m)                       GP(       ) 4 1
 AE2640
 AE2640.Superseded values are not recommended for survey control.
 AE2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2640.See file dsdata.txt to determine how the superseded data were derived.
 AE2640
 AE2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0594880663(NAD 83)
 AE2640_MARKER: I = METAL ROD
 AE2640_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2640_STAMPING: DEPWEG
 AE2640_MARK LOGO: OHDT  
 AE2640_PROJECTION: RECESSED 8 CENTIMETERS
 AE2640_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2640+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2640_ROD/PIPE-DEPTH:  4.9 meters
 AE2640_SLEEVE-DEPTH  :  1.1 meters
 AE2640
 AE2640  HISTORY     - Date     Condition        Report By
 AE2640  HISTORY     - 1995     MONUMENTED       OHDT
 AE2640
 AE2640                          STATION DESCRIPTION
 AE2640
 AE2640'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (KM)
 AE2640'IN THE NORTHWEST QUARTER OF SECTION 7, TOWN 7 SOUTH, RANGE 3 EAST,
 AE2640'MARION TOWNSHIP, MERCER COUTNY, OHIO.  TO REACH FROM THE MERCER COUNTY
 AE2640'COURT HOUSE, TRAVEL SOUTH ON US 127 7 MILES (11.3 KM) TO ITS
 AE2640'INTERSECTION WITH DEPWEG ROAD.  THE MARK IS IN THE SOUTHEAST QUADRANT
 AE2640'OF THE INTERSECTION OF US 127 AND DEPWEG ROAD, 18 FEET (5.5 M) SOUTH
 AE2640'OF TELEPHONE GUY POLE, 30 + 18 FEET (5.5 M) I DO NOT KNOW FROM THE
 AE2640'CENTERLINE OF DEPWEG ROAD, 40 FEET (12.2 M) EAST OF RIM OF HILL ON
 AE2640'WEST SIDE OF US ROUTE 127.  THE MARK IS A STEEL ROD IN AN ALUMINUM
 AE2640'MONUMENT BOX STAMPED DEPWEG ADJACENT TO A METAL POST PLACED BY THE
 AE2640'MERCER COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1376 ***********************************************************************
 MC1376  DESIGNATION -  DESHLER MUNICIPAL TANK
 MC1376  PID         -  MC1376
 MC1376  STATE/COUNTY-  OH/HENRY
 MC1376  USGS QUAD   -  DESHLER (1977)
 MC1376
 MC1376                         *CURRENT SURVEY CONTROL
 MC1376  ___________________________________________________________________
 MC1376* NAD 83(1995)-  41 12 41.95774(N)    083 53 50.24176(W)     ADJUSTED  
 MC1376* NAVD 88     -                                                        
 MC1376  ___________________________________________________________________
 MC1376  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 MC1376  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC1376
 MC1376  HORZ ORDER  -  THIRD
 MC1376
 MC1376.The horizontal coordinates were established by classical geodetic methods
 MC1376.and adjusted by the National Geodetic Survey in April 1998..
 MC1376
 MC1376
 MC1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1376
 MC1376.The geoid height was determined by GEOID03.
 MC1376
 MC1376;                    North         East     Units Scale Factor Converg.
 MC1376;SPC OH N     -   172,503.861   482,827.451   MT  0.99994229   -0 55 04.6
 MC1376;UTM  17      - 4,566,301.247   257,100.832   MT  1.00032619   -1 54 35.2
 MC1376
 MC1376                          SUPERSEDED SURVEY CONTROL
 MC1376
 MC1376  NAD 83(1986)-  41 12 41.96777(N)    083 53 50.25126(W) AD(       ) 4
 MC1376  NAD 27      -  41 12 41.78500(N)    083 53 50.46500(W) AD(       ) 3
 MC1376
 MC1376.Superseded values are not recommended for survey control.
 MC1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1376.See file dsdata.txt to determine how the superseded data were derived.
 MC1376
 MC1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5710166301(NAD 83)
 MC1376_MARKER: 51 = TANK
 MC1376
 MC1376  HISTORY     - Date     Condition        Report By
 MC1376  HISTORY     - 1943     FIRST OBSERVED   CGS
 MC1376  HISTORY     - 1983     GOOD             USPSQD
 MC1376  HISTORY     - 1984     GOOD             USPSQD
 MC1376
 MC1376                          STATION DESCRIPTION
 MC1376
 MC1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1376'STATION IS LOCATED ON THE N SIDE OF NORTH STREET, AT
 MC1376'THE INTERSECTION
 MC1376'OF THE BALTIMORE AND OHIO RAILROAD IN DESHLER.  IT
 MC1376'IS A 4-LEGGED SILVER STEEL
 MC1376'STRUCTURE, 117 FEET HIGH WITH A CAPACITY
 MC1376'OF 50,000 GALLONS OF WATER.  THE LEGEND
 MC1376'DESHLER IS PAINTED IN
 MC1376'LARGE BLACK LETTERS ON THE E AND W SIDES OF THE TANK.  THE
 MC1376'POINT
 MC1376'OBSERVED ON WAS THE SMALL BALL ON TOP OF THE TANK.
 MC1376'
 MC1376'THIS IS AN INTERSECTION STATION.
 MC1376
 MC1376                          STATION RECOVERY (1983)
 MC1376
 MC1376'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 MC1376'STATION RECOVERED GOOD.
 MC1376
 MC1376                          STATION RECOVERY (1984)
 MC1376
 MC1376'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1376'DESHLER RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1410 ***********************************************************************
 JY1410  DESIGNATION -  DETILLION
 JY1410  PID         -  JY1410
 JY1410  STATE/COUNTY-  OH/PIKE
 JY1410  USGS QUAD   -  WAVERLY SOUTH (1992)
 JY1410
 JY1410                         *CURRENT SURVEY CONTROL
 JY1410  ___________________________________________________________________
 JY1410* NAD 83(1995)-  39 05 05.97754(N)    082 55 30.54811(W)     ADJUSTED  
 JY1410* NAVD 88     -       350.4    (meters)    1150.     (feet)  GPS OBS   
 JY1410  ___________________________________________________________________
 JY1410  X           -     610,610.636 (meters)                     COMP
 JY1410  Y           -  -4,919,882.838 (meters)                     COMP
 JY1410  Z           -   3,999,845.253 (meters)                     COMP
 JY1410  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 JY1410  ELLIP HEIGHT-         316.79  (meters)          (10/07/05) GPS OBS
 JY1410  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JY1410
 JY1410  HORZ ORDER  -  FIRST
 JY1410  ELLP ORDER  -  FOURTH    CLASS I
 JY1410
 JY1410.The horizontal coordinates were established by GPS observations
 JY1410.and adjusted by the National Geodetic Survey in April 1998..
 JY1410
 JY1410.The orthometric height was determined by GPS observations and a
 JY1410.high-resolution geoid model.
 JY1410
 JY1410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1410
 JY1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1410
 JY1410.The ellipsoidal height was determined by GPS observations
 JY1410.and is referenced to NAD 83.
 JY1410
 JY1410.The geoid height was determined by GEOID03.
 JY1410
 JY1410;                    North         East     Units Scale Factor Converg.
 JY1410;SPC OH S     -   120,535.201   563,216.686   MT  0.99994948   -0 16 11.2
 JY1410;UTM  17      - 4,327,972.538   333,490.819   MT  0.99994140   -1 12 50.5
 JY1410
 JY1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1410!SPC OH S     -   0.99995030  x   0.99994948  =   0.99989978
 JY1410!UTM  17      -   0.99995030  x   0.99994140  =   0.99989170
 JY1410
 JY1410:                Primary Azimuth Mark                     Grid Az
 JY1410:SPC OH S     -  OVERLY                                   071 04 39.7
 JY1410:UTM  17      -  OVERLY                                   072 01 19.0
 JY1410
 JY1410|---------------------------------------------------------------------|
 JY1410| PID    Reference Object                     Distance      Geod. Az  |
 JY1410|                                                           dddmmss.s |
 JY1410| JY1409 OVERLY                              APPROX.11.4 KM 0704828.5 |
 JY1410| JY1760 DETILLION RM 1                       12.040 METERS 20456     |
 JY1410| JY1759 DETILLION RM 2                       12.170 METERS 25111     |
 JY1410|---------------------------------------------------------------------|
 JY1410
 JY1410                          SUPERSEDED SURVEY CONTROL
 JY1410
 JY1410  NAD 83(1995)-  39 05 05.98254(N)    082 55 30.55379(W) AD(       ) 1
 JY1410  NAD 83(1986)-  39 05 05.98328(N)    082 55 30.55392(W) AD(       ) 1
 JY1410  NAD 83(1986)-  39 05 05.98146(N)    082 55 30.55779(W) AD(       ) 1
 JY1410  NAD 27      -  39 05 05.73200(N)    082 55 30.92900(W) AD(       ) 1
 JY1410
 JY1410.Superseded values are not recommended for survey control.
 JY1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1410.See file dsdata.txt to determine how the superseded data were derived.
 JY1410
 JY1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD3349127973(NAD 83)
 JY1410_MARKER: DS = TRIANGULATION STATION DISK
 JY1410_SETTING: 66 = SET IN ROCK OUTCROP
 JY1410_SP_SET: ROCK OUTCROP
 JY1410_STAMPING: DETILLION 1928
 JY1410_MARK LOGO: CGS   
 JY1410_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY1410+STABILITY: POSITION/ELEVATION WELL
 JY1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1410+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1993
 JY1410
 JY1410  HISTORY     - Date     Condition        Report By
 JY1410  HISTORY     - 1928     MONUMENTED       CGS
 JY1410  HISTORY     - 1967     GOOD             THOMAS
 JY1410  HISTORY     - 19930211 GOOD             NGS
 JY1410  HISTORY     - 19930728 GOOD             CSPC
 JY1410
 JY1410                          STATION DESCRIPTION
 JY1410
 JY1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 JY1410'ABOUT 2 MILES NORTH OF GIVEN, A VILLAGE ON THE DETROIT, TOLEDO AND
 JY1410'IRONTON RAILROAD, ON A HIGH TIMBERED RIDGE.
 JY1410'
 JY1410'REACHED FROM WAVERLY BY ROAD TO GIVEN, THENCE BY ROAD LEADING NORTH
 JY1410'AT EAST END OF VILLAGE, UP FOURMILE CREEK, ABOUT 2 MILES TO THE TOP
 JY1410'OF A STEEP GRADE WHERE ROAD STARTS DESCENT TO NORTH.  THERE IS AN OLD
 JY1410'TRAIL LEADING FROM THIS POINT, NEAR A LARGE OAK TREE ON THE WEST
 JY1410'SIDE OF ROAD, UP RIDGE IN A WESTERLY DIRECTION TO THE STATION.  IT IS
 JY1410'ABOUT 600 METERS TO STATION AND PART OF THE DISTANCE IS STEEP AND
 JY1410'BRUSHY.  STATION IS 8 FEET NORTHWEST OF A VERY LARGE OAK TREE, ON THE
 JY1410'HIGHEST POINT OF A STEEP, CONICAL KNOLL ON THE NORTHEAST END OF THE
 JY1410'RIDGE.  THE BEDROCK IS COVERED WITH ABOUT 2 INCHES OF LOOSE SOIL
 JY1410'WHICH WAS REMOVED FOR PLACING MARKS.  MARKS WILL BE COVERED OVER WITH
 JY1410'LEAF MOULD IN A SHORT TIME.
 JY1410'
 JY1410'REFERENCE MARKS SET IN SANDSTONE LEDGE.
 JY1410'
 JY1410'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS.
 JY1410'
 JY1410'HEIGHT OF SIGNAL ABOVE STATION MARK - 7 METERS.
 JY1410
 JY1410                          STATION RECOVERY (1967)
 JY1410
 JY1410'RECOVERY NOTE BY THOMAS ENG AND SURV 1967 (LRC)
 JY1410'DETILLION 1928 RECOVERED EXCELLENT.
 JY1410
 JY1410                          STATION RECOVERY (1993)
 JY1410
 JY1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JY1410'LOCATED ABOUT 7 KM (4.35 MI) SOUTHEAST OF WAVERLY, 7 KM (4.35 MI)
 JY1410'EAST OF PIKETON, 3 KM (1.85 MI) NORTH OF GIVEN, ON THE HIGHEST PART
 JY1410'OF A WOODED RIDGE.  TO REACH FROM THE JUNCTION OF US HIGHWAY 23 AND
 JY1410'STATE ROUTE 124, ABOUT 10 KM (6.20 MI) SOUTH OF WAVERLY, GO EAST 9.2
 JY1410'KM (5.70 MI) ON ROUTE 124, TURN LEFT ON BEAVER PIKE AND GO EAST 0.5
 JY1410'KM (0.30 MI) TO GIVEN AND MEADOW RUN ROAD ON THE LEFT.  TURN LEFT
 JY1410'ONTO MEADOW RUN ROAD AND GO NORTH 3.9 KM (2.40 MI) TO A SUMMIT AND
 JY1410'CROSSING OF A DIRT ROAD.  TURN LEFT ON THE DIRT ROAD AND GO 0.1 KM
 JY1410'(0.05 MI) TO A LOCKED GATE.  THE STATION IS ON TOP OF THE KNOB WHICH
 JY1410'CAN BE SEEN 0.4 KM (0.25 MI) WEST OF THE GATE.  THE DIRT ROAD
 JY1410'CONTINUES WEST AND PASSES ABOUT 0.2 KM (0.10 MI) SOUTH OF THE
 JY1410'STATION, IN A 0.6 M (2.0 FT) BY 0.4 M (1.3 FT) ROCK OUTCROP ON THE
 JY1410'NORTHEAST END OF A KNOLL, 6.7 M (22.0 FT) NORTHEAST OF TWIN 0.25 M
 JY1410'(0.82 FT) DIAMETER OAK TREES, AND 2.4 M (7.9 FT) SOUTH-SOUTHEAST OF A
 JY1410'0.6 M (2.0 FT) DIAMETER OAK TREE WHICH LEANS TO THE NORTHWEST, 0.5 M
 JY1410'(1.6 FT) SOUTHEAST OF THE EDGE OF THE ROCK AND A 0.8 M (2.6 FT)
 JY1410'DROP-OFF.
 JY1410
 JY1410                          STATION RECOVERY (1993)
 JY1410
 JY1410'RECOVERY NOTE BY COLUMBUS SOUTHERN POWER COMPANY 1993
 JY1410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1758 ***********************************************************************
 MD1758  DESIGNATION -  DETMER
 MD1758  PID         -  MD1758
 MD1758  STATE/COUNTY-  OH/HENRY
 MD1758  USGS QUAD   -  MALINTA (1971)
 MD1758
 MD1758                         *CURRENT SURVEY CONTROL
 MD1758  ___________________________________________________________________
 MD1758* NAD 83(1995)-  41 19 26.46462(N)    084 00 31.96358(W)     ADJUSTED  
 MD1758* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MD1758  ___________________________________________________________________
 MD1758  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 MD1758  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 MD1758
 MD1758  HORZ ORDER  -  THIRD
 MD1758
 MD1758.The horizontal coordinates were established by classical geodetic methods
 MD1758.and adjusted by the National Geodetic Survey in April 1998..
 MD1758
 MD1758.The orthometric height was scaled from a topographic map.
 MD1758
 MD1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1758
 MD1758.The geoid height was determined by GEOID03.
 MD1758
 MD1758;                    North         East     Units Scale Factor Converg.
 MD1758;SPC OH N     -   185,136.153   473,686.666   MT  0.99994912   -0 59 28.5
 MD1758;UTM  16      - 4,579,044.018   750,336.669   MT  1.00037132   +1 58 34.0
 MD1758;UTM  17      - 4,579,095.455   248,176.969   MT  1.00038051   -1 59 16.3
 MD1758
 MD1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1758!SPC OH N     -   0.99997295  x   0.99994912  =   0.99992207
 MD1758!UTM  16      -   0.99997295  x   1.00037132  =   1.00034426
 MD1758!UTM  17      -   0.99997295  x   1.00038051  =   1.00035345
 MD1758
 MD1758                          SUPERSEDED SURVEY CONTROL
 MD1758
 MD1758  NAD 83(1995)-  41 19 26.47314(N)    084 00 31.96758(W) AD(       ) 3
 MD1758  NAD 83(1986)-  41 19 26.47494(N)    084 00 31.97271(W) AD(       ) 3
 MD1758  NAD 27      -  41 19 26.28700(N)    084 00 32.16200(W) AD(       ) 3
 MD1758
 MD1758.Superseded values are not recommended for survey control.
 MD1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1758.See file dsdata.txt to determine how the superseded data were derived.
 MD1758
 MD1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL5033779044(NAD 83)
 MD1758_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MD1758_STAMPING: DETMER 1947
 MD1758_MARK LOGO: CGS   
 MD1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1758+STABILITY: SURFACE MOTION
 MD1758
 MD1758  HISTORY     - Date     Condition        Report By
 MD1758  HISTORY     - 1947     MONUMENTED       CGS
 MD1758  HISTORY     - 1963     GOOD             CGS
 MD1758
 MD1758                          STATION DESCRIPTION
 MD1758
 MD1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MD1758'THE STATION IS LOCATED ON THE CHAS. L. DETMER FARM, ALONG THE WEST
 MD1758'PROPERTY FENCE
 MD1758'LINE, 1-1/4 MILES SOUTH AND 1/2 MILE WEST OF GRELTON.
 MD1758'
 MD1758'STATION IS 328.8 METERS S OF THE CENTERLINE OF EW ROAD, 30.0 METERS N
 MD1758'OF PROMINENT TREE, AND 0.45 METERS E OF FENCE LINE.
 MD1758'
 MD1758'A STANDARD DISK STAMPED DETMER 1947 IS SET IN THE TOP OF A 12- BY
 MD1758'12-INCH CONCRETE
 MD1758'POST.  THE TOP OF THE POST IS FLUSH WITH THE GROUND.
 MD1758
 MD1758                          STATION RECOVERY (1963)
 MD1758
 MD1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD1758'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MD1758'EXCEPTIONS--THE PROMINENT TREE NORTH OF THE STATION IS GONE BUT THE
 MD1758'STUMP IS STILL THERE, THE NORTH-SOUTH FENCE IS GONE AND THE
 MD1758'CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA TARGET 8 FEET
 MD1758'IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1735 ***********************************************************************
 MC1735  DESIGNATION -  DEVEAUX
 MC1735  PID         -  MC1735
 MC1735  STATE/COUNTY-  OH/LUCAS
 MC1735  USGS QUAD   -  TOLEDO (1980)
 MC1735
 MC1735                         *CURRENT SURVEY CONTROL
 MC1735  ___________________________________________________________________
 MC1735* NAD 83(1995)-  41 41 31.83870(N)    083 36 30.35377(W)     ADJUSTED  
 MC1735* NAVD 88     -       188.9    (meters)     620.     (feet)  GPS OBS   
 MC1735  ___________________________________________________________________
 MC1735  X           -     531,000.643 (meters)                     COMP
 MC1735  Y           -  -4,740,274.550 (meters)                     COMP
 MC1735  Z           -   4,220,236.640 (meters)                     COMP
 MC1735  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MC1735  ELLIP HEIGHT-         153.68  (meters)          (10/07/05) GPS OBS
 MC1735  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC1735
 MC1735  HORZ ORDER  -  FIRST
 MC1735  ELLP ORDER  -  FOURTH    CLASS I
 MC1735
 MC1735.The horizontal coordinates were established by GPS observations
 MC1735.and adjusted by the National Geodetic Survey in April 1998..
 MC1735
 MC1735.The orthometric height was determined by GPS observations and a
 MC1735.high-resolution geoid model.
 MC1735
 MC1735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1735
 MC1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1735
 MC1735.The ellipsoidal height was determined by GPS observations
 MC1735.and is referenced to NAD 83.
 MC1735
 MC1735.The geoid height was determined by GEOID03.
 MC1735
 MC1735;                    North         East     Units Scale Factor Converg.
 MC1735;SPC OH N     -   225,517.793   507,726.959   MT  0.99999850   -0 43 41.5
 MC1735;SPC MI S     -    21,631.907 4,063,129.014   MT  1.00012144   +0 30 57.6
 MC1735;SPC MI S     -    70,970.82 13,330,475.77   iFT  1.00012144   +0 30 57.6
 MC1735;UTM  17      - 4,618,887.666   282,929.136   MT  1.00017988   -1 44 08.2
 MC1735
 MC1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1735!SPC OH N     -   0.99997590  x   0.99999850  =   0.99997440
 MC1735!SPC MI S     -   0.99997590  x   1.00012144  =   1.00009733
 MC1735!UTM  17      -   0.99997590  x   1.00017988  =   1.00015577
 MC1735
 MC1735:                Primary Azimuth Mark                     Grid Az
 MC1735:SPC OH N     -  DOUGLAS                                  092 48 48.8
 MC1735:SPC MI S     -  DOUGLAS                                  091 34 09.7
 MC1735:UTM  17      -  DOUGLAS                                  093 49 15.5
 MC1735
 MC1735|---------------------------------------------------------------------|
 MC1735| PID    Reference Object                     Distance      Geod. Az  |
 MC1735|                                                           dddmmss.s |
 MC1735| MC1738 DOUGLAS                             410.960 METERS 0920507.3 |
 MC1735|---------------------------------------------------------------------|
 MC1735
 MC1735                          SUPERSEDED SURVEY CONTROL
 MC1735
 MC1735  ELLIP H (04/01/98)  153.72   (m)                       GP(       ) 4 1
 MC1735  NAD 83(1995)-  41 41 31.83870(N)    083 36 30.35375(W) AD(       ) 1
 MC1735  NAD 83(1986)-  41 41 31.85029(N)    083 36 30.36885(W) AD(       ) 1
 MC1735
 MC1735.Superseded values are not recommended for survey control.
 MC1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1735.See file dsdata.txt to determine how the superseded data were derived.
 MC1735
 MC1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8292918888(NAD 83)
 MC1735_MARKER: DD = SURVEY DISK
 MC1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1735_SP_SET: CONCRETE POST
 MC1735_STAMPING: DEVEAUX 1993
 MC1735_MARK LOGO: OH-095
 MC1735_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1735+STABILITY: SURFACE MOTION
 MC1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1735+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1735
 MC1735  HISTORY     - Date     Condition        Report By
 MC1735  HISTORY     - 1993     MONUMENTED       OH-095
 MC1735
 MC1735                          STATION DESCRIPTION
 MC1735
 MC1735'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1735'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO IN THE CITY OF TOLEDO.
 MC1735'TO REACH THE STATION FROM THE WESTGATE SHOPPING CENTER AT THE
 MC1735'INTERSECTION OF CENTRAL AVENUE (STATE ROUTE 120) AND SECOR ROAD
 MC1735'PROCEED NORTH ALONG SECOR ROAD 1.0 MILES TO ITS INTERSECTION WITH
 MC1735'SYLVANIA AVENUE.  TURN RIGHT AND PROCEED EAST ALONG SYLVANIA AVENUE
 MC1735'0.78 MILES TO THE DEVEAUX JUNIOR HIGH SCHOOL AND THE STATION ON THE
 MC1735'LEFT.
 MC1735'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1735'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND
 MC1735'SURFACE AND IS STAMPED --DEVEAUX 1993--.
 MC1735'THE STATION IS 7.4 FEET NORTH FROM A CHAIN LINK FENCE, 52.4 FEET
 MC1735'NORTHEAST FROM A NAIL AND SHINER IN THE EAST FACE OF A POWER POLE
 MC1735'LOCATED NORTHEAST OF A FENCE CORNER, 70.1 FEET SOUTHEAST FROM A NAIL
 MC1735'AND SHINER IN THE EAST FACE OF A POWER POLE LOCATED EAST OF MAXWELL
 MC1735'STREET, AND 73.4 FEET SOUTHWEST FROM A + ON THE WEST SIDE OF A
 MC1735'MANHOLE RIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1532 ***********************************************************************
 KY1532  DESIGNATION -  DF
 KY1532  PID         -  KY1532
 KY1532  STATE/COUNTY-  OH/GUERNSEY
 KY1532  USGS QUAD   -  KIMBOLTON (1994)
 KY1532
 KY1532                         *CURRENT SURVEY CONTROL
 KY1532  ___________________________________________________________________
 KY1532* NAD 83(1986)-  40 10 46.     (N)    081 35 29.     (W)     SCALED    
 KY1532* NAVD 88     -       244.740  (meters)     802.95   (feet)  ADJUSTED  
 KY1532  ___________________________________________________________________
 KY1532  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KY1532  DYNAMIC HT  -         244.610 (meters)     802.52  (feet)  COMP
 KY1532  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 KY1532
 KY1532  VERT ORDER  -  FIRST     CLASS II
 KY1532
 KY1532.The horizontal coordinates were scaled from a topographic map and have
 KY1532.an estimated accuracy of +/- 6 seconds.
 KY1532
 KY1532.The orthometric height was determined by differential leveling
 KY1532.and adjusted by the National Geodetic Survey in June 1991..
 KY1532
 KY1532.The geoid height was determined by GEOID03.
 KY1532
 KY1532.The dynamic height is computed by dividing the NAVD 88
 KY1532.geopotential number by the normal gravity value computed on the
 KY1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1532.degrees latitude (g = 980.6199 gals.).
 KY1532
 KY1532.The modeled gravity was interpolated from observed gravity values.
 KY1532
 KY1532;                    North         East    Units  Estimated Accuracy
 KY1532;SPC OH S     -   242,350.      677,390.      MT  (+/- 180 meters Scaled)
 KY1532
 KY1532                          SUPERSEDED SURVEY CONTROL
 KY1532
 KY1532  NGVD 29 (??/??/92)  244.952  (m)          803.65   (f) ADJ UNCH    1 2
 KY1532
 KY1532.Superseded values are not recommended for survey control.
 KY1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1532.See file dsdata.txt to determine how the superseded data were derived.
 KY1532
 KY1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME496478(NAD 83)
 KY1532_MARKER: DD = SURVEY DISK
 KY1532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1532_SP_SET: ABUTMENT
 KY1532_STAMPING: D F
 KY1532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1532
 KY1532  HISTORY     - Date     Condition        Report By
 KY1532  HISTORY     - UNK      MONUMENTED       DOD
 KY1532  HISTORY     - 1954     GOOD             NGS
 KY1532
 KY1532                          STATION DESCRIPTION
 KY1532
 KY1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1532'6.9 MI S FROM NEWCOMERSTOWN.
 KY1532'6.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1532'AT NEWCOMERSTOWN, ABOUT 0.15 MILE SOUTHEAST OF RAILROAD OVERPASS
 KY1532'OVER EAST-WEST BLACK TOP ROAD AT GUERNSEY, ABOUT 0.2 MILE
 KY1532'NORTHWEST OF MILE POST 77, IN THE TOP OF THE SOUTHWEST END
 KY1532'OF THE SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 77/22
 KY1532'OVER A CREEK, 6 FEET SOUTHWEST OF SOUTHWEST RAIL AND ABOUT
 KY1532'LEVEL WITH TRACK.  NOTE-- STAMPED BY THIS PARTY IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1529 ***********************************************************************
 KY1529  DESIGNATION -  DF 1
 KY1529  PID         -  KY1529
 KY1529  STATE/COUNTY-  OH/GUERNSEY
 KY1529  USGS QUAD   -  KIMBOLTON (1994)
 KY1529
 KY1529                         *CURRENT SURVEY CONTROL
 KY1529  ___________________________________________________________________
 KY1529* NAD 83(1986)-  40 09 29.     (N)    081 34 52.     (W)     SCALED    
 KY1529* NAVD 88     -       244.513  (meters)     802.21   (feet)  ADJUSTED  
 KY1529  ___________________________________________________________________
 KY1529  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY1529  DYNAMIC HT  -         244.382 (meters)     801.78  (feet)  COMP
 KY1529  MODELED GRAV-     980,084.8   (mgal)                       NAVD 88
 KY1529
 KY1529  VERT ORDER  -  FIRST     CLASS II
 KY1529
 KY1529.The horizontal coordinates were scaled from a topographic map and have
 KY1529.an estimated accuracy of +/- 6 seconds.
 KY1529
 KY1529.The orthometric height was determined by differential leveling
 KY1529.and adjusted by the National Geodetic Survey in June 1991..
 KY1529
 KY1529.The geoid height was determined by GEOID03.
 KY1529
 KY1529.The dynamic height is computed by dividing the NAVD 88
 KY1529.geopotential number by the normal gravity value computed on the
 KY1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1529.degrees latitude (g = 980.6199 gals.).
 KY1529
 KY1529.The modeled gravity was interpolated from observed gravity values.
 KY1529
 KY1529;                    North         East    Units  Estimated Accuracy
 KY1529;SPC OH S     -   239,980.      678,290.      MT  (+/- 180 meters Scaled)
 KY1529
 KY1529                          SUPERSEDED SURVEY CONTROL
 KY1529
 KY1529  NGVD 29 (??/??/92)  244.726  (m)          802.91   (f) ADJ UNCH    1 2
 KY1529
 KY1529.Superseded values are not recommended for survey control.
 KY1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1529.See file dsdata.txt to determine how the superseded data were derived.
 KY1529
 KY1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME505454(NAD 83)
 KY1529_MARKER: DD = SURVEY DISK
 KY1529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1529_SP_SET: ABUTMENT
 KY1529_STAMPING: D F 1
 KY1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1529
 KY1529  HISTORY     - Date     Condition        Report By
 KY1529  HISTORY     - UNK      MONUMENTED       DOD
 KY1529  HISTORY     - 1954     GOOD             NGS
 KY1529
 KY1529                          STATION DESCRIPTION
 KY1529
 KY1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1529'9.3 MI S FROM NEWCOMERSTOWN.
 KY1529'9.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1529'AT NEWCOMERSTOWN, ABOUT 0.5 MILE NORTHWEST OF KIMBOLTON, IN
 KY1529'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT
 KY1529'OF RAILROAD BRIDGE NO. 69.51 OVER WILLS CREEK AND A GRAVEL
 KY1529'ROAD, 6 FEET SOUTHWEST OF SOUTHWEST RAIL AND ABOUT LEVEL WITH
 KY1529'TRACK.  NOTE-- FOUND UNSTAMPED AND STAMPED AS ABOVE BY THIS
 KY1529'PARTY IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6048 ***********************************************************************
 AB6048  CBN         -  This is a Cooperative Base Network Control Station.
 AB6048  PACS        -  This is a Primary Airport Control Station.
 AB6048  DESIGNATION -  DFI A
 AB6048  PID         -  AB6048
 AB6048  STATE/COUNTY-  OH/DEFIANCE
 AB6048  USGS QUAD   -  DEFIANCE WEST (1977)
 AB6048
 AB6048                         *CURRENT SURVEY CONTROL
 AB6048  ___________________________________________________________________
 AB6048* NAD 83(1995)-  41 20 08.15530(N)    084 25 41.32978(W)     ADJUSTED  
 AB6048* NAVD 88     -       214.68   (meters)     704.3    (feet)  GPS OBS   
 AB6048  ___________________________________________________________________
 AB6048  X           -     465,681.374 (meters)                     COMP
 AB6048  Y           -  -4,773,531.480 (meters)                     COMP
 AB6048  Z           -   4,190,599.037 (meters)                     COMP
 AB6048  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 AB6048  ELLIP HEIGHT-         180.33  (meters)          (03/08/05) GPS OBS
 AB6048  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 AB6048
 AB6048  HORZ ORDER  -  B
 AB6048  ELLP ORDER  -  FOURTH    CLASS II
 AB6048
 AB6048.This mark is at Defiance Mem Airport (DFI)
 AB6048
 AB6048.The horizontal coordinates were established by GPS observations
 AB6048.and adjusted by the National Geodetic Survey in August 1996..
 AB6048
 AB6048.The orthometric height was determined by GPS observations and a
 AB6048.high-resolution geoid model.
 AB6048
 AB6048.GPS derived orthometric heights for airport stations designated as
 AB6048.PACS or SACS are published to 2 decimal places.  This maintains
 AB6048.centimeter relative accuracy between the PACS and SACS.  It does
 AB6048.not indicate centimeter accuracy relative to other marks which are
 AB6048.part of the NAVD 88 network.
 AB6048
 AB6048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6048
 AB6048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6048
 AB6048.The ellipsoidal height was determined by GPS observations
 AB6048.and is referenced to NAD 83.
 AB6048
 AB6048.The geoid height was determined by GEOID03.
 AB6048
 AB6048;                    North         East     Units Scale Factor Converg.
 AB6048;SPC OH N     -   187,113.515   438,621.821   MT  0.99995004   -1 16 00.1
 AB6048;UTM  16      - 4,579,203.994   715,205.292   MT  1.00017000   +1 41 57.4
 AB6048
 AB6048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6048!SPC OH N     -   0.99997172  x   0.99995004  =   0.99992176
 AB6048!UTM  16      -   0.99997172  x   1.00017000  =   1.00014171
 AB6048
 AB6048|---------------------------------------------------------------------|
 AB6048| PID    Reference Object                     Distance      Geod. Az  |
 AB6048|                                                           dddmmss.s |
 AB6048| MD1881 DEFPORT                             264.533 METERS 10410     |
 AB6048|---------------------------------------------------------------------|
 AB6048
 AB6048                          SUPERSEDED SURVEY CONTROL
 AB6048
 AB6048  ELLIP H (08/20/96)  180.36   (m)                       GP(       ) 4 2
 AB6048
 AB6048.Superseded values are not recommended for survey control.
 AB6048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6048.See file dsdata.txt to determine how the superseded data were derived.
 AB6048
 AB6048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1520579204(NAD 83)
 AB6048_MARKER: DD = SURVEY DISK
 AB6048_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6048_STAMPING: DFI A DEFPORT 1995
 AB6048_MARK LOGO: OHDT  
 AB6048_PROJECTION: FLUSH
 AB6048_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6048+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1998
 AB6048_ROD/PIPE-DEPTH: 6.7  meters
 AB6048_SLEEVE-DEPTH  : 1.1 meters
 AB6048
 AB6048  HISTORY     - Date     Condition        Report By
 AB6048  HISTORY     - 1995     MONUMENTED       OHDT
 AB6048  HISTORY     - 19951115 GOOD             NGS
 AB6048  HISTORY     - 19980403 GOOD             JCAND
 AB6048
 AB6048                          STATION DESCRIPTION
 AB6048
 AB6048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6048'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 21 KM
 AB6048'(13.05 MI) SOUTHEAST OF BRYAN, 7 KM (4.35 MI) NORTHWEST OF DEFIANCE AT
 AB6048'THE DEFIANCE MEMORIAL AIRPORT, ADJACENT TO THE APRON, WINDSOCK AND
 AB6048'ASOS.  OWNERSHIP--CITY OF DEFIANCE, 07557 STATE ROUTE 15, DEFIANCE,
 AB6048'OH.  43512.  AIRPORT MANAGER IS TONY SAXTON.  TO REACH FROM THE
 AB6048'JUNCTION OF STATE HIGHWAYS 15 AND 18 (ABOUT 3 KM (1.85 MI) NORTHWEST
 AB6048'OF DEFIANCE) , GO NORTHWEST ON HIGHWAY 15 FOR 3.99 KM (2.45 MI) TO THE
 AB6048'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTHEAST, ON AIRPORT ROAD
 AB6048'212 FOR 0.08 KM (0.05 MI) TO A Y-JUNCTION AT A CIRCLE DRIVE. TURN
 AB6048'RIGHT, EAST, THEN SOUTHEAST, ON THE ROAD FOR 0.32 KM (0.20 MI) TO THE
 AB6048'APRON.  CONTINUE AHEAD, NORTHWEST, ACROSS THE APRON FOR 0.24 KM (0.15
 AB6048'MI) TO THE NORTHWEST END OF THE APRON AND THE STATION ON THE RIGHT.
 AB6048'THE STATION IS AN ALUMINUM ALLOY ROD IN A GREASE FILLED SLEEVE ENCASED
 AB6048'IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH
 AB6048'WITH THE GROUND.  IT IS 32.4 M (106.3 FT) SOUTHEAST OF THE CENTER OF
 AB6048'THE WEATHER STATION POLE, 15.8 M (51.8 FT) NORTHEAST OF THE NORTH
 AB6048'CORNER OF THE APRON, 24.2 M (79.4 FT) NORTHWEST OF THE WINDSOCK POLE,
 AB6048'AND 0.2 M (0.7 FT) SOUTH OF A FIBERGLASS WITNESS POST.  NOTE--SLEEVE
 AB6048'DEPTH DOES NOT MEET CLASS A CRITERIA.  DESCRIBED BY D.G.  AUG
 AB6048
 AB6048                          STATION RECOVERY (1998)
 AB6048
 AB6048'RECOVERY NOTE BY JC ANDRUS ASSOC 1998 (DAA)
 AB6048'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3294 ***********************************************************************
 AE3294  DESIGNATION -  DIA 1
 AE3294  PID         -  AE3294
 AE3294  STATE/COUNTY-  OH/MONTGOMERY
 AE3294  USGS QUAD   -  TIPP CITY (1992)
 AE3294
 AE3294                         *CURRENT SURVEY CONTROL
 AE3294  ___________________________________________________________________
 AE3294* NAD 83(1995)-  39 54 07.24577(N)    084 12 59.78315(W)     ADJUSTED  
 AE3294* NAVD 88     -       305.4    (meters)    1002.     (feet)  GPS OBS   
 AE3294  ___________________________________________________________________
 AE3294  X           -     493,753.111 (meters)                     COMP
 AE3294  Y           -  -4,874,962.089 (meters)                     COMP
 AE3294  Z           -   4,069,819.778 (meters)                     COMP
 AE3294  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AE3294  ELLIP HEIGHT-         272.28  (meters)          (10/07/05) GPS OBS
 AE3294  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AE3294
 AE3294  HORZ ORDER  -  FIRST
 AE3294  ELLP ORDER  -  FOURTH    CLASS I
 AE3294
 AE3294.The horizontal coordinates were established by GPS observations
 AE3294.and adjusted by the National Geodetic Survey in September 1997..
 AE3294
 AE3294.The orthometric height was determined by GPS observations and a
 AE3294.high-resolution geoid model.
 AE3294
 AE3294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3294
 AE3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3294
 AE3294.The ellipsoidal height was determined by GPS observations
 AE3294.and is referenced to NAD 83.
 AE3294
 AE3294.The geoid height was determined by GEOID03.
 AE3294
 AE3294;                    North         East     Units Scale Factor Converg.
 AE3294;SPC OH S     -   212,548.453   453,215.311   MT  0.99997666   -1 05 21.2
 AE3294;UTM  16      - 4,420,590.775   737,945.651   MT  1.00029708   +1 47 10.7
 AE3294
 AE3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3294!SPC OH S     -   0.99995729  x   0.99997666  =   0.99993395
 AE3294!UTM  16      -   0.99995729  x   1.00029708  =   1.00025435
 AE3294
 AE3294                          SUPERSEDED SURVEY CONTROL
 AE3294
 AE3294  ELLIP H (09/11/97)  272.38   (m)                       GP(       ) 4 1
 AE3294
 AE3294.Superseded values are not recommended for survey control.
 AE3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3294.See file dsdata.txt to determine how the superseded data were derived.
 AE3294
 AE3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3794620591(NAD 83)
 AE3294_MARKER: DD = SURVEY DISK
 AE3294_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3294_STAMPING: DIA 1 1991
 AE3294_MARK LOGO: CODDOP
 AE3294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3294+STABILITY: SURFACE MOTION
 AE3294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3294+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3294
 AE3294  HISTORY     - Date     Condition        Report By
 AE3294  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3294
 AE3294                          STATION DESCRIPTION
 AE3294
 AE3294'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3294'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3294'RT 40 AND NORTH DIXIE DR IN MONTGOMERY COUNTY GO NORTH ALONG NORTH
 AE3294'DIXIE DR FOR 1.5 MI (2.4 KM) TO OLD SPRINGFIELD RD GO EAST ALONG
 AE3294'SPRINGFIELD RD FOR 0.25 MI (0.40 KM) TO MAINTENANCE BUILDING. AN
 AE3294'ESCORT WILL BE NEEDED TO PROCEED ONTO THE AIRPORT SITE. STATION IS A
 AE3294'BRONZE DISK IN CONCRETE INSCRIBED CITY OF DAYTON MAINTENANCE, STAMPED
 AE3294'DIA 1 1991, AND IS FLUSH WITH THE SURFACE OF THE GROUND.  STATION IS
 AE3294'LOCATED 100.55 FT (30.65 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 AE3294'CRASH AND FIRE RESCUE BLDG, 101.46 FT (30.93 M) NORTHWEST OF THE
 AE3294'SOUTHWEST CORNER OF THE CRASH AND FIRE RESCUE BLDG, AND 124.76 FT
 AE3294'(38.03 M) FROM THE SOUTHWEST CORNER OF CONCRETE APRON OF OLD 12-30
 AE3294'RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3296 ***********************************************************************
 AE3296  DESIGNATION -  DIA 2
 AE3296  PID         -  AE3296
 AE3296  STATE/COUNTY-  OH/MONTGOMERY
 AE3296  USGS QUAD   -  TIPP CITY (1992)
 AE3296
 AE3296                         *CURRENT SURVEY CONTROL
 AE3296  ___________________________________________________________________
 AE3296* NAD 83(1995)-  39 54 22.02566(N)    084 13 48.15780(W)     ADJUSTED  
 AE3296* NAVD 88     -       302.4    (meters)     992.     (feet)  GPS OBS   
 AE3296  ___________________________________________________________________
 AE3296  X           -     492,580.160 (meters)                     COMP
 AE3296  Y           -  -4,874,784.543 (meters)                     COMP
 AE3296  Z           -   4,070,167.590 (meters)                     COMP
 AE3296  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AE3296  ELLIP HEIGHT-         269.33  (meters)          (10/07/05) GPS OBS
 AE3296  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AE3296
 AE3296  HORZ ORDER  -  FIRST
 AE3296  ELLP ORDER  -  FOURTH    CLASS I
 AE3296
 AE3296.The horizontal coordinates were established by GPS observations
 AE3296.and adjusted by the National Geodetic Survey in September 1997..
 AE3296
 AE3296.The orthometric height was determined by GPS observations and a
 AE3296.high-resolution geoid model.
 AE3296
 AE3296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3296
 AE3296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3296
 AE3296.The ellipsoidal height was determined by GPS observations
 AE3296.and is referenced to NAD 83.
 AE3296
 AE3296.The geoid height was determined by GEOID03.
 AE3296
 AE3296;                    North         East     Units Scale Factor Converg.
 AE3296;SPC OH S     -   213,026.135   452,075.170   MT  0.99997731   -1 05 51.9
 AE3296;UTM  16      - 4,421,010.792   736,782.613   MT  1.00029028   +1 46 40.2
 AE3296
 AE3296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3296!SPC OH S     -   0.99995775  x   0.99997731  =   0.99993506
 AE3296!UTM  16      -   0.99995775  x   1.00029028  =   1.00024802
 AE3296
 AE3296                          SUPERSEDED SURVEY CONTROL
 AE3296
 AE3296  ELLIP H (09/11/97)  269.43   (m)                       GP(       ) 4 1
 AE3296
 AE3296.Superseded values are not recommended for survey control.
 AE3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3296.See file dsdata.txt to determine how the superseded data were derived.
 AE3296
 AE3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3678321011(NAD 83)
 AE3296_MARKER: DD = SURVEY DISK
 AE3296_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3296_STAMPING: DIA 2 1991
 AE3296_MARK LOGO: CODDOP
 AE3296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3296+STABILITY: SURFACE MOTION
 AE3296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3296+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3296
 AE3296  HISTORY     - Date     Condition        Report By
 AE3296  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3296
 AE3296                          STATION DESCRIPTION
 AE3296
 AE3296'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3296'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3296'RT 40 AND NORTH DIXIE DR IN MONTGOMERY COUNTY GO NORTH ALONG NORT
 AE3296'DIXIE DR FOR 2.15 MI (3.46 KM) TO CO. LINE RD/ LIGHTNER RD GO WEST
 AE3296'ALONG LIGHTNER RD FOR ABOUT 1.25 MI (2.01 KM) TO THE EMERY BLD. AN
 AE3296'ESCORT WILL BE NEEDED TO PROCEED ONTO THE AIRPORT SITE. STATION IS A
 AE3296'BRONZE DISK IN CONCRETE INSCRIBED CITY OF DAYTON MAINTENANCE, STAMPED
 AE3296'DIA 2 1991, AND IS FLUSH WITH THE SURFACE OF THE GROUND. STATION IS
 AE3296'LOCATED 99.98 FT (30.47 M) NORTH OF R.R. SPIKE SET IN THE INTERSECTION
 AE3296'OF TAXIWAY W AND TAXIWAY U CENTERLINE, 94.73 FT (28.87 M) SOUTHEAST
 AE3296'FROM TAXIWAY LIGHT(NO. 335), AND 113.03 FT (34.45 M) SOUTHWEST FROM
 AE3296'TAXIWAY LIGHT(NO.336).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1351 ***********************************************************************
 JY1351  DESIGNATION -  DIAS
 JY1351  PID         -  JY1351
 JY1351  STATE/COUNTY-  OH/ATHENS
 JY1351  USGS QUAD   -  ATHENS (1995)
 JY1351
 JY1351                         *CURRENT SURVEY CONTROL
 JY1351  ___________________________________________________________________
 JY1351* NAD 83(1995)-  39 20 55.70912(N)    082 07 28.28265(W)     ADJUSTED  
 JY1351* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 JY1351  ___________________________________________________________________
 JY1351  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 JY1351  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JY1351
 JY1351  HORZ ORDER  -  SECOND
 JY1351
 JY1351.The horizontal coordinates were established by classical geodetic methods
 JY1351.and adjusted by the National Geodetic Survey in April 1998..
 JY1351
 JY1351.The orthometric height was scaled from a topographic map.
 JY1351
 JY1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1351
 JY1351.The geoid height was determined by GEOID03.
 JY1351
 JY1351;                    North         East     Units Scale Factor Converg.
 JY1351;SPC OH S     -   149,802.735   632,363.761   MT  0.99993610   +0 14 17.7
 JY1351;UTM  17      - 4,356,088.284   403,104.255   MT  0.99971560   -0 42 47.0
 JY1351
 JY1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1351!SPC OH S     -   0.99995989  x   0.99993610  =   0.99989599
 JY1351!UTM  17      -   0.99995989  x   0.99971560  =   0.99967550
 JY1351
 JY1351|---------------------------------------------------------------------|
 JY1351| PID    Reference Object                     Distance      Geod. Az  |
 JY1351|                                                           dddmmss.s |
 JY1351| CE5967 DIAS RM 1                            21.336 METERS 00836     |
 JY1351| CE5968 DIAS RM 2                            14.381 METERS 10339     |
 JY1351| JY1348 ATHENS COUNTY COURTHOUSE TWR        APPROX. 3.0 KM 1380251.5 |
 JY1351| JY1353 ATHENS STATE HOSPITAL SPIPE         APPROX. 3.0 KM 1612311.9 |
 JY1351| CE5966 DIAS AZ MK                                         2854328.4 |
 JY1351|---------------------------------------------------------------------|
 JY1351
 JY1351                          SUPERSEDED SURVEY CONTROL
 JY1351
 JY1351  NAD 83(1986)-  39 20 55.71082(N)    082 07 28.28839(W) AD(       ) 2
 JY1351  NAD 27      -  39 20 55.45200(N)    082 07 28.76700(W) AD(       ) 2
 JY1351
 JY1351.Superseded values are not recommended for survey control.
 JY1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1351.See file dsdata.txt to determine how the superseded data were derived.
 JY1351
 JY1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0310456088(NAD 83)
 JY1351_MARKER: DS = TRIANGULATION STATION DISK
 JY1351_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JY1351
 JY1351  HISTORY     - Date     Condition        Report By
 JY1351  HISTORY     - 1944     MONUMENTED       CGS
 JY1351  HISTORY     - 1963     GOOD             CGS
 JY1351  HISTORY     - 1970     SEE DESCRIPTION  NGS
 JY1351
 JY1351                          STATION DESCRIPTION
 JY1351
 JY1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JY1351'ABOUT 2 MILES NW OF ATHENS, ON A HIGH KNOB PARTLY COVERED WITH
 JY1351'SAPLINGS, ON PROPERTY OF MR. E.A. COTTINGHAM OF ATHENS, ON THE SE
 JY1351'SLOPE OF THE KNOLL, ABOUT 150 YARDS SE OF A SMALL FRAME COTTAGE, 64
 JY1351'FEET S OF AN 8-INCH LONE OAK TREE, AND 25 FEET W OF A BOARD GATE.
 JY1351'STAMPED DIAS 1944.  DISK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE
 JY1351'GROUND.
 JY1351'
 JY1351'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 JY1351'SET IN CONCRETE.
 JY1351'
 JY1351'REFERENCE MARK 1 IS 3 FEET E OF A 6-INCH OAK TREE.  IT IS STAMPED
 JY1351'DIAS NO 1 1944.
 JY1351'
 JY1351'REFERENCE MARK 2 IS ABOUT 12 FEET E OF THE APPROXIMATE CENTER LINE OF
 JY1351'A CINDER DRIVEWAY.  IT IS STAMPED DIAS NO 2 1944.
 JY1351'
 JY1351'AZIMUTH MARK IS SITUATED AT THE FRONT OF THE FREE WILL BAPTIST
 JY1351'CHURCH, 6 FEET S OF THE CORNER OF THE CHURCH, AND 60 FEET NW OF THE
 JY1351'CENTER LINE OF STATE HIGHWAY 682.  IT IS STAMPED DIAS 1944 AND IS
 JY1351'FLUSH WITH THE SURFACE OF THE GROUND.
 JY1351'
 JY1351'TO REACH THE STATION FROM THE MAIN ENTRANCE OF OHIO UNIVERSITY IN
 JY1351'ATHENS, GO W ON STATE HIGHWAY 56 FOR 1.5 MILES TO THE JUNCTION OF
 JY1351'STATE HIGHWAY 682.  TURN RIGHT AND FOLLOW STATE HIGHWAY 682 FOR 1.75
 JY1351'MILES TO THE FREE WILL BAPTIST CHURCH AND AZIMUTH MARK ON THE LEFT.
 JY1351'CONTINUE AHEAD FOR 0.05 MILE, THEN TURN RIGHT ON A CINDER ROAD
 JY1351'PASSING AROUND A 2-STORY FRAME HOUSE AND GO 0.5 MILE TO A BOARD
 JY1351'GATE.  PASS THROUGH THE GATE AND CONTINUE UPGRADE FOR 0.2 MILE TO
 JY1351'ANOTHER BOARD GATE AND THE STATION ON THE LEFT.
 JY1351'
 JY1351'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 JY1351
 JY1351                          STATION RECOVERY (1963)
 JY1351
 JY1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JY1351'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JY1351'THE STATION WAS NOT OCCUPIED AT THIS TIME BUT DUE TO VARIOUS
 JY1351'CHANGES AND NEW HOME CONSTRUCTION A NEW DESCRIPTION FOLLOWS.
 JY1351'
 JY1351'ABOUT 2 MILES NORTHWEST OF ATHENS ON THE SOUTHEAST SLOPE OF A HIGH
 JY1351'KNOB LOCALLY KNOWN AS SIGNAL HILL, AND ON THE PROPERTY OF MR.
 JY1351'AND MRS. DON A. GAMERTSFELDER.  IT IS 24 FEET SOUTH OF THE SOUTH
 JY1351'CORNER AND 98 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 JY1351'GAMERTSFELDER RESIDENCE AND 64 FEET SOUTHEAST OF A LONE 14 INCH OAK
 JY1351'TREE.  THE MONUMENT IS UNDERGROUND 18 INCHES AND THE DISK IS
 JY1351'STAMPED DIAS 1944.
 JY1351'
 JY1351'TO REACH THE STATION FROM THE MAIN ENTRANCE OF OHIO UNIVERSITY IN
 JY1351'ATHENS, GO WEST ON STATE HIGHWAY 56 FOR 1.5 MILES TO THE JUNCTION
 JY1351'OF STATE HIGHWAY 682.  TURN RIGHT AND FOLLOW STATE HIGHWAY 682 FOR
 JY1351'1.75 MILES TO THE FREE WILL BAPTIST CHURCH AND THE AZIMUTH MARK
 JY1351'ON THE LEFT.  CONTINUE AHEAD FOR 0.05 MILE, THEN TURN RIGHT ON A
 JY1351'CINDER ROAD, PASSING AROUND A 2-STORY FRAME HOUSE AND GO 0.5 MILE TO
 JY1351'A BOARD GATE.  PASS THROUGH THE GATE AND CONTINUE UPGRADE FOR 0.2
 JY1351'MILE TO A HOUSE ON THE RIGHT AND STATION ON THE LEFT.
 JY1351'
 JY1351'REFERENCE MARK 1 IS 3.5 FEET WEST OF THE SOUTHWEST WALL OF THE HOUSE
 JY1351'AND 3 FEET EAST OF A 10 INCH OAK TREE.  THE MONUMENT PROJECTS
 JY1351'3 INCHES AND THE DISK IS STAMPED DIAS NO 1 1944.
 JY1351'
 JY1351'REFERENCE MARK 2 IS ABOUT 12 FEET EAST OF THE APPROXIMATE CENTER LINE
 JY1351'OF A CINDER DRIVEWAY AND 3 FEET NORTHWEST OF A 10 INCH OAK TREE.
 JY1351'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED DIAS NO 2
 JY1351'1944.
 JY1351'
 JY1351'THE AZIMUTH MARK IS SITUATED AT THE FRONT AND 6 FEET SOUTH OF THE
 JY1351'CORNER OF THE FREE WILL BAPTIST CHURCH AND 60 FEET NORTHWEST OF
 JY1351'THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 JY1351'STAMPED DIAS 1944.
 JY1351'
 JY1351'MR. GAMERTSFELDERS HOUSE WAS UNDER CONSTRUCTION AT THIS TIME AND
 JY1351'THERE MAY BE SOME LOCAL CHANGES IN LANDSCAPING ETC., BUT HE DID
 JY1351'NOT THINK THE MARKS WOULD BE DISTURBED.
 JY1351
 JY1351                          STATION RECOVERY (1970)
 JY1351
 JY1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JY1351'THE STATION AND ALL MARKS WERE RECOVERED IN APPARANT GOOD CONDITION.
 JY1351'THE STATION SITE HILL HAS BEEN GRADED DOWN AND IS NOW OCCUPIED BY A
 JY1351'NEW HOME AND LARGE BLACK-TOPPED PARKING AREA.  THE SURFACE STATION
 JY1351'MARK WAS ORIGINALLY ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 JY1351'THE AREA HAS BEEN GRADED DOWN TO A POINT ABOUT FLUSH WITH THE TOP OF
 JY1351'THE CONCRETE MONUMENT AND IS NOW COVERED WITH ABOUT 9 INCHES OF
 JY1351'BLACKTOP SURFACING.  A 4 INCH BRASS PIPE WITH A WATER TIGHT BRASS
 JY1351'CAP WAS SET OVER THE STATION MARK DISK BEFORE THE SURFACING WAS
 JY1351'LAYED, AND ACCORDING TO MR. D.B. GAMERTSFELDER (THE PRESENT
 JY1351'LANDOWNER), GREAT CARE WAS USED TO SEE THAT THE STATION MARK MONUMENT
 JY1351'WAS NOT DISTURBED.  IN CHECKING THE HORIZONTAL MEASURED
 JY1351'DISTANCES BETWEEN THE STATION AND THE REFERENCE MARKS, A FLAT CHECK
 JY1351'WAS OBTAINED ON REFERENCE MARK NO. 1 WHILE A DISCREPANCY OF -0.17
 JY1351'OF A FOOT WAS NOTED FOR REFERENCE MARK NO. 2.  DUE TO LANDSCAPING AND
 JY1351'FOLIAGE IN HIGH TREES ON LINE, THE AZIMUTH MARK WAS NOT VISIBLE
 JY1351'AT THIS OCCUPATION.  INTERSECTION STATION ATHENS, ATHENS STATE
 JY1351'HOSPITAL STANDPIPE 1944 WAS THE ONLY ORIGINAL OBSERVED OBJECT V.G.
 JY1351'THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN
 JY1351'THIS INTERSECTION STATION AND THE REFERENCE MARKS, AND IN CHECKING
 JY1351'THESE ANGLES WITH THE 1944 OBSERVATIONS THE FOLLOWING
 JY1351'DISCREPANCIES WERE NOTED. +07 MIN 24.6 SEC ON REFERENCE MARK NO. 1
 JY1351'AND -02 MIN 39.9 SEC ON REFERENCE MARK NO. 2.  MR. GAMERTSFELDER
 JY1351'WOULD NOT PERMIT REMOVING THE SURFACE MARK TO VERIFY THE UNDERGROUND
 JY1351'MARK, AS THIS WOULD TEAR UP HIS NEWLY PAVED PARKING LOT.  WHEN THE
 JY1351'LEAVES DROP THIS FALL OR WINTER, OTHER PREVIOUSLY OBSERVED
 JY1351'OBJECTS SHOULD BECOME VISIBLE, AT WHICH TIME THE STATION SHOULD AGAIN
 JY1351'BE OCCUPIED TO DETERMINE WHERE THE ACTUAL ERRORS EXIST.
 JY1351'
 JY1351'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JY1351'
 JY1351'THE STATION IS LOCATED ON THE SUMMIT OF A RATHER PROMINENT KNOLL
 JY1351'KNOWN LOCALLY AS SIGNAL HILL, ABOUT 2 MILES NORTHWEST OF ATHENS,
 JY1351'ABOUT 0.7 MILE EAST-SOUTHEAST OF THE ZION FREE WILL BAPTIST CHURCH
 JY1351'AND CEMETERY ON STATE ROUTE 682, AND IN THE PARKING AREA OF THE
 JY1351'HOME OF MR. D.B. GAMERTSFELDER.
 JY1351'
 JY1351'TO REACH THE STATION FROM THE CAMPUS GREEN ENTRANCE INTO THE OHIO
 JY1351'STATE UNIVERSITY IN ATHENS, GO WESTERLY ON STATE ROUTE 56 FOR 1.55
 JY1351'MILES TO STATE ROUTE 682.  HERE TURN RIGHT ON STATE ROUTE 682 AND GO
 JY1351'NORTHERLY ON WINDING HIGHWAY FOR 1.75 MILES TO THE ZION FREE WILL
 JY1351'BAPITST CHURCH AND CEMETERY ON THE LEFT AND THE AZIMUTH MARK NEAR THE
 JY1351'NORTHEAST CORNER OF THE CHURCH BUILDING AS DESCRIBED.  CONTINUE
 JY1351'NORTHERLY ON STATE ROUTE 682 FOR ABOUT 0.05 OF A MILE TO A GRAVELED
 JY1351'ROAD RIGHT AND SIGN SIGNAL HILL.  HERE TURN RIGHT ON THIS
 JY1351'GRAVELED ROAD AND GO IN AN EASTERLY DIRECTION FOR 0.45 OF A MILE TO A
 JY1351'TRIP GATE AND SIGN PRIVATE DRIVE.  HERE CONTINUE EASTERLY, UPHILL,
 JY1351'FOR 0.15 OF A MILE TO A CATTLE GUARD AND THE BEGINNING OF A
 JY1351'BLACKTOPPED DRIVE. PASS OVER CATTLE GUARD AND CONTINUE EASTERLY UP
 JY1351'STEEP GRADE FOR ABOUT 0.05 OF A MI TO THE HOME OF MR. D.B.
 JY1351'GAMERTSFELDER AND THE STATION IN BLACKTOPPED PARKING AREA AS
 JY1351'DESCRIBED.
 JY1351'
 JY1351'THE STATION IS 46.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JY1351'FLAGSTONE WALK LEADING TO THE HOME ENTRANCE, 42 FEET WEST OF THE
 JY1351'SOUTHWEST CORNER OF THE HOUSE, 28.5 FEET NORTH OF A 5-INCH
 JY1351'MONTMORENCY CHERRY TREE, 20 FEET NORTHWEST OF AN ORNATE LIGHT POLE,
 JY1351'14 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE PAVEMENT, AND 10.5
 JY1351'FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE PAVEMENT.  IT IS A
 JY1351'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 JY1351'ABOUT 9 INCHES BELOW THE SURFACE OF THE BLACKTOP PAVEMENT AND
 JY1351'IS ACCESSIBLE TO THE SURFACE THROUGH A 4 INCH BRASS PIPE WITH A WATER
 JY1351'TIGHT BRASS CAP.  THE DISK IS STAMPED DIAS 1944.
 JY1351'
 JY1351'REFERENCE MARK NO. 1 IS 31 FEET SOUTH OF THE NORTHWEST CORNER OF A
 JY1351'GARAGE, 21.5 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE
 JY1351'ENTRANCE INTO THE HOUSE, 19.3 FEET NORTH OF THE NORTH EDGE OF THE
 JY1351'FLAGSTONE WALK LEADING TO THE HOME ENTRANCE, 7.3 FEET SOUTH OF
 JY1351'THE SOUTH EDGE OF A CONCRETE SLAB, 3 FEET WEST OF THE WEST WALL OF
 JY1351'THE HOUSE, AND 3 FEET EAST-SOUTHEAST OF A 16-INCH BITTERNUT
 JY1351'HICKORY TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 JY1351'SQUARE, CONCRETE MONUMENT ABOUT 5 INCHES BELOW THE SURFACE OF A
 JY1351'LANDSCAPED AREA, AND THE DISK IS STAMPED DIAS NO 1 1944.
 JY1351'
 JY1351'REFERENCE MARK NO. 2 IS 38 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 JY1351'HOUSE, 15 FEET EAST OF THE APPROXIMATE CENTER OF A PAVED DRIVEWAY,
 JY1351'12 FEET SOUTH OF THE SOUTH EDGE OF A FLIGHT OF FLAGSTONE STEPS
 JY1351'LEADING TO THE PATIO AREA, 2.5 FEET NORTHWEST OF A 16-INCH, TWIN
 JY1351'TRUNKED, BITTERNUT HICKORY TREE, AND ABOUT 3 FEET BELOW THE ELEVATION
 JY1351'OF THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A
 JY1351'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 JY1351'DIAS NO 2 1944.
 JY1351'
 JY1351'DUE TO FOUNDATION PLANTING ALONG THE WEST SIDE OF THE HOUSE, NO
 JY1351'EFFORT WAS MADE TO MEASURE BETWEEN THE REFERENCE MARKS.
 JY1351'
 JY1351'THE AZIMUTH MARK IS 57 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 JY1351'ROUTE 682, 33 FEET WEST-SOUTHWEST OF A 24-INCH MAPLE TREE, 26
 JY1351'FEET NORTHWEST OF AN 18-INCH MAPLE TREE, 20.5 FEET SOUTH-SOUTHWEST OF
 JY1351'A 16-INCH BLACK CHERRY TREE, 11 FEET SOUTH-SOUTHWEST OF THE
 JY1351'APPROXIMATE CENTER OF THE NORTH CHURCH DRIVE, 6 FEET SOUTHEAST OF THE
 JY1351'NORTHEAST CORNER OF THE ZION FREE WILL BAPTIST CHURCH, AND 5 FEET
 JY1351'NORTHWEST OF THE NORTHEAST CORNER OF THE ENTRANCE STEP.  IT IS A
 JY1351'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 JY1351'CONCRETE MONUMENT AND THE DISK IS STAMPED DIAS 1944.
 JY1351'
 JY1351'NOTE-DUE TO ALL MARKS BEING IN LANDSCAPED AND TENDED AREAS, NO METAL
 JY1351'WITNESS POSTS WERE SET.
 JY1351'
 JY1351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2 MILES
 JY1351'NORTHWEST OF ATHENS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1456 ***********************************************************************
 MC1456  DESIGNATION -  DICKMANDER
 MC1456  PID         -  MC1456
 MC1456  STATE/COUNTY-  OH/HENRY
 MC1456  USGS QUAD   -  MC CLURE (1971)
 MC1456
 MC1456                         *CURRENT SURVEY CONTROL
 MC1456  ___________________________________________________________________
 MC1456* NAD 83(1995)-  41 17 53.79990(N)    083 58 12.10143(W)     ADJUSTED  
 MC1456* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 MC1456  ___________________________________________________________________
 MC1456  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 MC1456  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 MC1456
 MC1456  HORZ ORDER  -  THIRD
 MC1456
 MC1456.The horizontal coordinates were established by classical geodetic methods
 MC1456.and adjusted by the National Geodetic Survey in April 1998..
 MC1456
 MC1456.The orthometric height was scaled from a topographic map.
 MC1456
 MC1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1456
 MC1456.The geoid height was determined by GEOID03.
 MC1456
 MC1456;                    North         East     Units Scale Factor Converg.
 MC1456;SPC OH N     -   182,222.459   476,890.489   MT  0.99994722   -0 57 56.6
 MC1456;UTM  17      - 4,576,125.255   251,330.992   MT  1.00036108   -1 57 40.2
 MC1456;UTM  16      - 4,576,298.869   753,688.462   MT  1.00039212   +2 00 02.8
 MC1456
 MC1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1456!SPC OH N     -   0.99997265  x   0.99994722  =   0.99991987
 MC1456!UTM  17      -   0.99997265  x   1.00036108  =   1.00033372
 MC1456!UTM  16      -   0.99997265  x   1.00039212  =   1.00036476
 MC1456
 MC1456                          SUPERSEDED SURVEY CONTROL
 MC1456
 MC1456  NAD 83(1995)-  41 17 53.80851(N)    083 58 12.10602(W) AD(       ) 3
 MC1456  NAD 83(1986)-  41 17 53.81062(N)    083 58 12.11128(W) AD(       ) 3
 MC1456  NAD 27      -  41 17 53.62600(N)    083 58 12.31000(W) AD(       ) 3
 MC1456
 MC1456.Superseded values are not recommended for survey control.
 MC1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1456.See file dsdata.txt to determine how the superseded data were derived.
 MC1456
 MC1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5133176125(NAD 83)
 MC1456_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1456_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1456_STAMPING: DICKMANDER 1947
 MC1456_MARK LOGO: CGS   
 MC1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1456+STABILITY: SURFACE MOTION
 MC1456
 MC1456  HISTORY     - Date     Condition        Report By
 MC1456  HISTORY     - 1947     MONUMENTED       CGS
 MC1456  HISTORY     - 1963     GOOD             CGS
 MC1456  HISTORY     - 1965     GOOD             USE
 MC1456  HISTORY     - 1980     GOOD             LOCENG
 MC1456
 MC1456                          STATION DESCRIPTION
 MC1456
 MC1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1456'THE STATION IS 1-1/2 MILES WEST OF WESTHOPE IN SEC. 17, RICHFIELD
 MC1456'TOWNSHIP, ON THE
 MC1456'WILLIAM P. DICKMANDER FARM NEAR THE SOUTHEAST FENCE
 MC1456'CORNER.  IT IS 0.3 M. WEST OF THE
 MC1456'FENCE THAT SEPARATES THE WILLIAM P.
 MC1456'DICKMANDER FARM FROM THE AUSTIN C. FREASE FARM.
 MC1456'THIS FENCE IS ALONG THE
 MC1456'1/2 MILE NS LAND SUBDIVISION LINE.
 MC1456'
 MC1456'STATION IS 22.5 METERS N OF THE CENTERLINE OF EW ROAD AND 13.8 METERS
 MC1456'N OF EW FENCE LINE.  STATION IS 92.0 METERS (302
 MC1456'FEET) FROM THE POINT OF INTERSECTION OF THE CENTERLINES OF DRIVEWAY S
 MC1456'AND EW ROAD, IN AZIMUTH 76 DEG 28 MIN.
 MC1456'
 MC1456'A STANDARD DISK STAMPED DICKMANDER 1947 SET IN THE TOP OF A CONCRETE
 MC1456'MONUMENT 12 BY 12
 MC1456'INCHES THAT IS BURIED SO THAT THE TOP IS FLUSH WITH
 MC1456'THE GROUND.
 MC1456
 MC1456                          STATION RECOVERY (1963)
 MC1456
 MC1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1456'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1456'EXCEPTION--THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE TARGET
 MC1456'6 FEET IN DIAMETER.
 MC1456
 MC1456                          STATION RECOVERY (1965)
 MC1456
 MC1456'RECOVERY NOTE BY US ENGINEERS 1965 (GAL)
 MC1456'TO REACH STA. FROM JCT. OF HWYS. 6 AND 65, TRAVEL S 5 MI. ON
 MC1456'HWY 65 TO CO. ROAD J AND W 1.5 MI.
 MC1456'
 MC1456'THE STA. IS LOCATED IN A 2 M DIA CONC. TARGET 23 M N OF CENTERLINE
 MC1456'OF ROAD, 14 M N OF FENCE CORNER, 17 M NE OF POWER POLE, AND 0.1 M
 MC1456'E OF FENCE.  THE VERTICAL CLEARANCE OF THE IS 0.3 M.  (ELEV--690.07
 MC1456'FEET).
 MC1456'
 MC1456'THE STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER
 MC1456'STAMPED DICKMANDER 1947.
 MC1456
 MC1456                          STATION RECOVERY (1980)
 MC1456
 MC1456'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1456'DICKMANDER 1947 RECOVERED GOOD.
 MC1456'
 MC1456'4 FEET E TO FACE OF CONC BASE OF CRIB 22 FEET SE TO FACE OF CONC
 MC1456'BASE OF CRIB 45 FEET S TO POWER POLE AND COR. POST ALL FENCES GONE.
 MC1456'
 MC1456'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI S. AND 1-1/2 MI W.,
 MC1456'MC CLURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1907 ***********************************************************************
 KZ1907  DESIGNATION -  DILL
 KZ1907  PID         -  KZ1907
 KZ1907  STATE/COUNTY-  OH/DELAWARE
 KZ1907  USGS QUAD   -  ASHLEY (1995)
 KZ1907
 KZ1907                         *CURRENT SURVEY CONTROL
 KZ1907  ___________________________________________________________________
 KZ1907* NAD 83(1995)-  40 23 50.17568(N)    082 55 49.38269(W)     ADJUSTED  
 KZ1907* NAVD 88     -       301.9    (meters)     990.     (feet)  GPS OBS   
 KZ1907  ___________________________________________________________________
 KZ1907  X           -     598,692.011 (meters)                     COMP
 KZ1907  Y           -  -4,827,457.100 (meters)                     COMP
 KZ1907  Z           -   4,111,852.596 (meters)                     COMP
 KZ1907  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 KZ1907  ELLIP HEIGHT-         267.82  (meters)          (10/07/05) GPS OBS
 KZ1907  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KZ1907
 KZ1907  HORZ ORDER  -  FIRST
 KZ1907  ELLP ORDER  -  FOURTH    CLASS I
 KZ1907
 KZ1907.The horizontal coordinates were established by GPS observations
 KZ1907.and adjusted by the National Geodetic Survey in April 1998..
 KZ1907
 KZ1907.The orthometric height was determined by GPS observations and a
 KZ1907.high-resolution geoid model.
 KZ1907
 KZ1907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1907
 KZ1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1907
 KZ1907.The ellipsoidal height was determined by GPS observations
 KZ1907.and is referenced to NAD 83.
 KZ1907
 KZ1907.The geoid height was determined by GEOID03.
 KZ1907
 KZ1907;                    North         East     Units Scale Factor Converg.
 KZ1907;SPC OH N     -    81,221.729   563,461.601   MT  1.00000710   -0 16 57.9
 KZ1907;UTM  17      - 4,473,640.837   336,176.847   MT  0.99993037   -1 15 04.8
 KZ1907
 KZ1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1907!SPC OH N     -   0.99995799  x   1.00000710  =   0.99996509
 KZ1907!UTM  17      -   0.99995799  x   0.99993037  =   0.99988836
 KZ1907
 KZ1907|---------------------------------------------------------------------|
 KZ1907| PID    Reference Object                     Distance      Geod. Az  |
 KZ1907|                                                           dddmmss.s |
 KZ1907| CE5969 DILL RM 1                           348.260 METERS 09427     |
 KZ1907| KZ1905 ALLEN                               APPROX.16.5 KM 1533620.4 |
 KZ1907| CE5970 DILL RM 2                            40.260 METERS 27338     |
 KZ1907|---------------------------------------------------------------------|
 KZ1907
 KZ1907                          SUPERSEDED SURVEY CONTROL
 KZ1907
 KZ1907  ELLIP H (04/01/98)  267.84   (m)                       GP(       ) 4 1
 KZ1907  NAD 83(1986)-  40 23 50.18290(N)    082 55 49.39050(W) AD(       ) 1
 KZ1907  NAD 83(1986)-  40 23 50.18324(N)    082 55 49.39297(W) AD(       ) 1
 KZ1907  NAD 27      -  40 23 49.96193(N)    082 55 49.73534(W) AD(       ) 1
 KZ1907
 KZ1907.Superseded values are not recommended for survey control.
 KZ1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1907.See file dsdata.txt to determine how the superseded data were derived.
 KZ1907
 KZ1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3617773641(NAD 83)
 KZ1907_MARKER: DS = TRIANGULATION STATION DISK
 KZ1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1907_SP_SET: CONCRETE POST
 KZ1907_MARK LOGO: CGS   
 KZ1907_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1907+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1991
 KZ1907
 KZ1907  HISTORY     - Date     Condition        Report By
 KZ1907  HISTORY     - 1928     MONUMENTED       CGS
 KZ1907  HISTORY     - 1928     GOOD             CGS
 KZ1907  HISTORY     - 19901108 GOOD             WOOLPT
 KZ1907  HISTORY     - 19910217 GOOD
 KZ1907
 KZ1907                          STATION DESCRIPTION
 KZ1907
 KZ1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 KZ1907'ABOUT 1-3/8 MILES
 KZ1907'EAST AND 3/4 MILE
 KZ1907'SOUTH OF ASHLEY AND 1/3 MILE NORTHEAST OF HOUSE
 KZ1907'OF GEORGE DILL, ON THE HIGHEST POINT
 KZ1907'OF LAND OWNED BY HIM.  MARK
 KZ1907'IS IN FENCE LINE ON SOUTH SIDE OF A FIELD.  REACHED
 KZ1907'FROM ASHLEY
 KZ1907'BY STREET EAST TO END OF BRICK PAVEMENT, ABOUT 3/8 MILE, THENCE
 KZ1907'SOUTH 3/4 MILE TO
 KZ1907'CROSS ROAD, THENCE EAST 1 MILE TO CROSSROADS.
 KZ1907'MR. DILL LIVES AT THIS CROSSROADS.
 KZ1907'STATION IS REACHED BY FARM
 KZ1907'LANE LEADING TO FIELD IN WHICH IT IS LOCATED.
 KZ1907'
 KZ1907'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KZ1907'DISKS SET IN CONCRETE.
 KZ1907'
 KZ1907'HEIGHT OF SIGNAL ABOVE STATION MARK - 90 FEET.
 KZ1907
 KZ1907                          STATION RECOVERY (1928)
 KZ1907
 KZ1907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 KZ1907'RECOVERED IN GOOD CONDITION.
 KZ1907
 KZ1907                          STATION RECOVERY (1990)
 KZ1907
 KZ1907'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 KZ1907'RECOVERED IN GOOD CONDITION.
 KZ1907
 KZ1907                          STATION RECOVERY (1991)
 KZ1907
 KZ1907'RECOVERED 1991
 KZ1907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1982 ***********************************************************************
 MB1982  DESIGNATION -  DILWORTH
 MB1982  PID         -  MB1982
 MB1982  STATE/COUNTY-  OH/TRUMBULL
 MB1982  USGS QUAD   -  GUSTAVUS (1994)
 MB1982
 MB1982                         *CURRENT SURVEY CONTROL
 MB1982  ___________________________________________________________________
 MB1982* NAD 83(1995)-  41 25 30.77751(N)    080 40 55.37111(W)     ADJUSTED  
 MB1982* NAVD 88     -       341.0    (meters)    1119.     (feet)  VERTCON   
 MB1982  ___________________________________________________________________
 MB1982  X           -     775,516.064 (meters)                     COMP
 MB1982  Y           -  -4,726,507.693 (meters)                     COMP
 MB1982  Z           -   4,198,151.157 (meters)                     COMP
 MB1982  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 MB1982  ELLIP HEIGHT-         306.98  (meters)          (04/01/98) GPS OBS
 MB1982  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB1982
 MB1982  HORZ ORDER  -  FIRST
 MB1982  ELLP ORDER  -  FOURTH    CLASS I
 MB1982
 MB1982.The horizontal coordinates were established by classical geodetic methods
 MB1982.and adjusted by the National Geodetic Survey in April 1998..
 MB1982
 MB1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1982
 MB1982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1982
 MB1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1982
 MB1982.The ellipsoidal height was determined by GPS observations
 MB1982.and is referenced to NAD 83.
 MB1982
 MB1982.The geoid height was determined by GEOID03.
 MB1982
 MB1982;                    North         East     Units Scale Factor Converg.
 MB1982;SPC OH N     -   196,865.831   751,949.260   MT  0.99995857   +1 11 39.5
 MB1982;UTM  17      - 4,586,010.591   526,567.717   MT  0.99960869   +0 12 37.3
 MB1982
 MB1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1982!SPC OH N     -   0.99995185  x   0.99995857  =   0.99991042
 MB1982!UTM  17      -   0.99995185  x   0.99960869  =   0.99956056
 MB1982
 MB1982:                Primary Azimuth Mark                     Grid Az
 MB1982:SPC OH N     -  CORTLAND MUNICIPAL TANK                  196 03 56.6
 MB1982:UTM  17      -  CORTLAND MUNICIPAL TANK                  197 02 58.8
 MB1982
 MB1982|---------------------------------------------------------------------|
 MB1982| PID    Reference Object                     Distance      Geod. Az  |
 MB1982|                                                           dddmmss.s |
 MB1982| MB1979 CORTLAND MUNICIPAL TANK             APPROX.11.2 KM 1971536.1 |
 MB1982| CX4403 DILWORTH RM 1                       151.700 METERS 20015     |
 MB1982| CX4402 DILWORTH AZ MK                                     2330616.6 |
 MB1982| CX4404 DILWORTH RM 2                       180.140 METERS 27032     |
 MB1982| MB2091 ORWELL MUNICIPAL TANK               APPROX.19.7 KM 3090437.8 |
 MB1982| CX4405 DILWORTH RM 3                        18.798 METERS 35554     |
 MB1982|---------------------------------------------------------------------|
 MB1982
 MB1982                          SUPERSEDED SURVEY CONTROL
 MB1982
 MB1982  NAD 83(1986)-  41 25 30.78356(N)    080 40 55.36790(W) AD(       ) 1
 MB1982  NAD 27      -  41 25 30.58600(N)    080 40 56.08600(W) AD(       ) 1
 MB1982  NGVD 29 (09/11/89)  341.2    (m)         1119.     (f) GPS OBS        
 MB1982
 MB1982.Superseded values are not recommended for survey control.
 MB1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1982.See file dsdata.txt to determine how the superseded data were derived.
 MB1982
 MB1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2656886011(NAD 83)
 MB1982_MARKER: DS = TRIANGULATION STATION DISK
 MB1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1982_SP_SET: CONCRETE POST
 MB1982_STAMPING: DILWORTH 1928
 MB1982_MARK LOGO: CGS   
 MB1982_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1982+STABILITY: SURFACE MOTION
 MB1982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1982+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1988
 MB1982
 MB1982  HISTORY     - Date     Condition        Report By
 MB1982  HISTORY     - 1928     MONUMENTED       CGS
 MB1982  HISTORY     - 1928     GOOD             CGS
 MB1982  HISTORY     - 1949     SEE DESCRIPTION  CGS
 MB1982  HISTORY     - 1951     SEE DESCRIPTION  CGS
 MB1982  HISTORY     - 19880919 GOOD             NGS
 MB1982  HISTORY     - 19930901 GOOD             OHDT
 MB1982
 MB1982                          STATION DESCRIPTION
 MB1982
 MB1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 MB1982'STATION IS ABOUT 6 MILES W AND 1-1/2 MILES S OF KINSMAN, 1-1/2 MILES
 MB1982'S AND 1 MILE W OF DILWORTH CORNERS,
 MB1982'AND 2 MILES N AND 1 MILE W OF JOHNSON CENTER.
 MB1982'
 MB1982'STATION MARK IS A STANDARD TABLET SET IN CONCRETE 1 FOOT
 MB1982'BELOW GRADE.
 MB1982'
 MB1982'REFERENCE MARK NO. 2 IS A STANDARD TABLET SET IN CONCRETE AT
 MB1982'SE CORNER OF CROSS
 MB1982'ROAD W OF STATION.  REFERENCE MARK NO. 1 IS A
 MB1982'STANDARD TABLET SET IN CONCRETE IN
 MB1982'PROPERTY CORNER, SW.
 MB1982'
 MB1982'REACHED FROM KINSMAN VIA DILWORTH, 4 MILES, THENCE S 1-1/2
 MB1982'MILES TO SECOND
 MB1982'CROSS ROAD, THENCE W 1 MILE TO STATION.  STATION
 MB1982'IS ON S SIDE OF ROAD, AT NW CORNER
 MB1982'OF FARMYARD, AND 180 METERS
 MB1982'E OF A CROSS ROAD.
 MB1982
 MB1982                          STATION RECOVERY (1928)
 MB1982
 MB1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 MB1982'RECOVERED IN GOOD CONDITION.
 MB1982
 MB1982                          STATION RECOVERY (1949)
 MB1982
 MB1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (PLB)
 MB1982'STATION MARK AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 MB1982'CONDITION.  ORIGINAL
 MB1982'DESCRIPTION WAS FOUND ADEQUATE AND COMPLETE.
 MB1982'THE STATION WAS
 MB1982'NOT OCCUPIED IN 1950.  AN AZIMUTH MARK IS REQUIRED.
 MB1982
 MB1982                          STATION RECOVERY (1951)
 MB1982
 MB1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB1982'THE STATION AND REFERENCE MARKS NOS. 1 AND 2 RECOVERED AS DESCRIBED
 MB1982'AND FOUND IN GOOD CONDITION.
 MB1982'
 MB1982'AN AZIMUTH MARK AND REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME
 MB1982'BY THIS PARTY.
 MB1982'
 MB1982'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 MB1982'
 MB1982'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF JOHNSTON ON THE
 MB1982'SOUTH SIDE OF AN EAST-WEST
 MB1982'GRAVELED ROAD AND ON LAND OWNED BY MRS. D. E. DENMAN.  IT IS 40 FEET
 MB1982'SOUTH OF THE CENTER OF EAST-WEST
 MB1982'GRAVELED ROAD.  THE MARK IS SET 12 INCHES BELOW THE GROUND SURFACE
 MB1982'AND THE DISK STAMPED DILWORTH 1928.  (NOTE
 MB1982'1A AND 7A).
 MB1982'
 MB1982'REFERENCE MARK NO 1 IS 497.7 FEET SOUTHWEST OF THE STATION, 18 FEET
 MB1982'SOUTH OF FENCE CORNER AND 1
 MB1982'FOOT EAST OF FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 MB1982'DISK STAMPED DILWORTH NO 1 1928.
 MB1982'(NOTE 11A)
 MB1982'
 MB1982'REFERENCE MARK NO 2 IS 591.0 FEET WEST OF THE STATION, SET IN THE
 MB1982'SOUTHEAST ANGLE OF CROSSROAD, 30
 MB1982'FEET SOUTH OF THE CENTER OF EAST-WEST ROAD AND 27 FEET EAST OF
 MB1982'NORTH-SOUTH ROAD.  THE MARK PROJECTS
 MB1982'ABOUT 2 INCHES AND THE DISK STAMPED DILWORTH NO 2 1928.  (NOTE 11A)
 MB1982'
 MB1982'REFERENCE MARK NO 3 IS 61.67 FEET NORTH OF THE STATION, 21 FEET NORTH
 MB1982'OF THE CENTER OF EAST-WEST
 MB1982'GRAVELED ROAD, 2 FEET WEST OF WHITE WITNESS POST AND 1 FOOT SOUTH OF
 MB1982'FENCE LINE.  THE MARK PROJECTS ABOUT
 MB1982'4 INCHES AND THE DISK STAMPED DILWORTH NO 3 1928.  (NOTE 11A)
 MB1982'
 MB1982'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHWEST OF THE STATION, 17 FEET
 MB1982'WEST OF THE CENTER OF
 MB1982'NORTH-SOUTH GRAVELED ROAD AND 2 FEET NORTH OF WHITE WITNESS POST.
 MB1982'THE MARK PROJECTS ABOUT 2 INCHES
 MB1982'AND THE DISK STAMPED DILWORTH 1951.  (NOTE 16A)
 MB1982'
 MB1982'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 5, 88
 MB1982'AND 90 IN JOHNSTON, GO
 MB1982'NORTH ON STATE HIGHWAY NO. 90 FOR 2.5 MILES TO SIDE ROAD LEFT, TURN
 MB1982'LEFT AND GO WEST ON GRAVELED ROAD
 MB1982'FOR 0.85 MILE TO THE STATION ON THE SOUTH SIDE AS DESCRIBED.
 MB1982'
 MB1982'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.1 MILE,
 MB1982'TURN LEFT AND GO SOUTH FOR 0.2
 MB1982'MILE TO THE MARK ON THE WEST SIDE AS DESCRIBED.
 MB1982'
 MB1982'HEIGHT OF LIGHT ABOVE STATION MARK -30 METERS.
 MB1982
 MB1982                          STATION RECOVERY (1988)
 MB1982
 MB1982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MB1982'RECOVERED IN GOOD CONDITION.
 MB1982
 MB1982                          STATION RECOVERY (1993)
 MB1982
 MB1982'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1982'-------REPORT BY ODOT--------YEAR 1993---------CONDITION --GOOD
 MB1982' 
 MB1982'STATION IS 61.67' SOUTH OF RM NO. 3, 591' EAST OF RM NO. 2, 497.7' NE
 MB1982'OF RM NO. 1.
 MB1982' 
 MB1982'REF. MARK NO. 1 FOUND IN GOOD CONDITION.
 MB1982' 
 MB1982'REF MARK NO. 2 FOUND IN GOOD CONDITION.
 MB1982' 
 MB1982'REF. MARK NO. 3 FOUND IN GOOD CONDITION.
 MB1982' 
 MB1982'AZIMUTH MARK WAS FOUND IN GOOD CONDITION AND IS LOCATED ON WEST SIDE
 MB1982'OF RIDGE ROAD, 0.15 MILES (0.24 KM) SOUTH FROM INTERSECTION OF RIDGE
 MB1982'ROAD AND IRISHTOWN SOUTHWORTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2237 ***********************************************************************
 JX2237  DESIGNATION -  DIME
 JX2237  PID         -  JX2237
 JX2237  STATE/COUNTY-  OH/MUSKINGUM
 JX2237  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX2237
 JX2237                         *CURRENT SURVEY CONTROL
 JX2237  ___________________________________________________________________
 JX2237* NAD 83(1995)-  39 57 07.79683(N)    081 56 21.33013(W)     ADJUSTED  
 JX2237* NAVD 88     -       291.3    (meters)     956.     (feet)  GPS OBS   
 JX2237  ___________________________________________________________________
 JX2237  X           -     686,575.545 (meters)                     COMP
 JX2237  Y           -  -4,847,941.494 (meters)                     COMP
 JX2237  Z           -   4,074,080.835 (meters)                     COMP
 JX2237  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 JX2237  ELLIP HEIGHT-         257.46  (meters)          (10/07/05) GPS OBS
 JX2237  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX2237
 JX2237  HORZ ORDER  -  FIRST
 JX2237  ELLP ORDER  -  FOURTH    CLASS I
 JX2237
 JX2237.The horizontal coordinates were established by GPS observations
 JX2237.and adjusted by the National Geodetic Survey in April 1998..
 JX2237
 JX2237.The orthometric height was determined by GPS observations and a
 JX2237.high-resolution geoid model.
 JX2237
 JX2237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX2237
 JX2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2237
 JX2237.The ellipsoidal height was determined by GPS observations
 JX2237.and is referenced to NAD 83.
 JX2237
 JX2237.The geoid height was determined by GEOID03.
 JX2237
 JX2237;                    North         East     Units Scale Factor Converg.
 JX2237;SPC OH S     -   216,870.515   647,916.257   MT  0.99998495   +0 21 20.9
 JX2237;UTM  17      - 4,422,870.422   419,768.634   MT  0.99967924   -0 36 11.4
 JX2237
 JX2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2237!SPC OH S     -   0.99995961  x   0.99998495  =   0.99994456
 JX2237!UTM  17      -   0.99995961  x   0.99967924  =   0.99963886
 JX2237
 JX2237|---------------------------------------------------------------------|
 JX2237| PID    Reference Object                     Distance      Geod. Az  |
 JX2237|                                                           dddmmss.s |
 JX2237| CC9839 DIME RM 1                            27.009 METERS 05901     |
 JX2237| JX2238 ZANESVILLE C LUBURGH RAD MAST       APPROX. 1.8 KM 0660730.2 |
 JX2237| CC9840 DIME RM 2                            32.946 METERS 19233     |
 JX2237| JX2236 ZANESVILLE TV STA WHIZ MAST         APPROX. 4.7 KM 2355317.8 |
 JX2237| CC9838 DIME AZ MK                                         2482324.5 |
 JX2237| JY1302 ZANESVILLE MUNICIPAL TANK           APPROX. 6.7 KM 2504519.8 |
 JX2237| CC9841 DIME 2 RM 3                                        26948     |
 JX2237| JX2249 DIME 2                               17.139 METERS 28434     |
 JX2237| JX2250 DIME 2 AZ MK                        345.987 METERS 35016     |
 JX2237|---------------------------------------------------------------------|
 JX2237
 JX2237                          SUPERSEDED SURVEY CONTROL
 JX2237
 JX2237  ELLIP H (04/01/98)  257.53   (m)                       GP(       ) 4 1
 JX2237  NAD 83(1986)-  39 57 07.80216(N)    081 56 21.33840(W) AD(       ) 1
 JX2237  NAD 83(1986)-  39 57 07.80219(N)    081 56 21.34116(W) AD(       ) 2
 JX2237  NAD 27      -  39 57 07.56330(N)    081 56 21.86480(W) AD(       ) 2
 JX2237
 JX2237.Superseded values are not recommended for survey control.
 JX2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2237.See file dsdata.txt to determine how the superseded data were derived.
 JX2237
 JX2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1976922870(NAD 83)
 JX2237_MARKER: DS = TRIANGULATION STATION DISK
 JX2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2237_STAMPING: DIME 1959
 JX2237_MARK LOGO: CGS   
 JX2237_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2237+STABILITY: SURFACE MOTION
 JX2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2237+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1992
 JX2237
 JX2237  HISTORY     - Date     Condition        Report By
 JX2237  HISTORY     - 1959     MONUMENTED       CGS
 JX2237  HISTORY     - 1964     GOOD             CGS
 JX2237  HISTORY     - 1975     GOOD             OHDT
 JX2237  HISTORY     - 1978     SEE DESCRIPTION  NGS
 JX2237  HISTORY     - 19921216 GOOD             OH-119
 JX2237
 JX2237                          STATION DESCRIPTION
 JX2237
 JX2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JX2237'THE STATION IS ABOUT 3-1/2 MILES EAST OF ZANESVILLE, IN WASHINGTON
 JX2237'TOWNSHIP, T 1 N, R 7 W, ON
 JX2237'PROPERTY OWNED BY MR. GEORGE B. ALEXANDER.
 JX2237'
 JX2237'TO REACH THE STATION FROM THE INTERSECTION OF FIFTH AND MARKET
 JX2237'STREETS IN ZANESVILLE, GO EAST ON
 JX2237'MARKET STREET (U.S. HIGHWAYS 22 AND 40) 3.2 MILES TO THE POTTERY
 JX2237'QUEEN ON THE RIGHT AND THE
 JX2237'AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON HIGHWAYS 22
 JX2237'AND 40 FOR 0.5 MILE TO A SIDE ROAD ON
 JX2237'THE RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVEL
 JX2237'ROAD 0.1 MILE TO THE TOP OF A HILL AND THE STATION ON
 JX2237'THE LEFT.
 JX2237'
 JX2237'STATION MARKS ARE STANDARD DISKS STAMPED DIME 1959.  THE SURFACE DISK
 JX2237'IS SET IN A SQUARE CONCRETE
 JX2237'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 41 FEET NORTHEAST
 JX2237'OF A POWERLINE POLE, 39 FEET EAST
 JX2237'OF THE CENTERLINE OF THE GRAVEL ROAD, 22.5 FEET SOUTHEAST
 JX2237'OF A CORNER FENCELINE POST AND 18 FEET SOUTH OF
 JX2237'AN EAST-WEST FENCELINE.  A STANDARD
 JX2237'METAL WITNESS POST WAS SET 2.5 FEET NORTHWEST OF THE MARK.  THE
 JX2237'UNDERGROUND DISK IS SET IN AN
 JX2237'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.
 JX2237'
 JX2237'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DIME NO 1 1959, IS SET
 JX2237'IN A SQUARE CONCRETE POST
 JX2237'WHICH PROJECTS 6 INCHES.  IT IS 100 FEET EAST OF THE CORNER FENCELINE
 JX2237'POST AND 1 FOOT SOUTH OF THE
 JX2237'EAST-WEST FENCELINE.
 JX2237'
 JX2237'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DIME NO 2 1959, IS SET
 JX2237'IN A SQUARE CONCRETE POST
 JX2237'WHICH PROJECTS 5 INCHES.  IT IS 71 FEET SOUTH OF THE POWERLINE POLE,
 JX2237'21 FEET EAST OF THE CENTERLINE OF
 JX2237'THE GRAVEL ROAD AND 6 INCHES EAST OF AN OLD NORTH-SOUTH
 JX2237'FENCELINE.
 JX2237'
 JX2237'AZIMUTH MARK, A STANDARD DISK STAMPED DIME 1959, IS SET IN A SQUARE
 JX2237'CONCRETE POST WHICH PROJECTS 4
 JX2237'INCHES.  IT IS 37 FEET NORTHWEST OF THE PAINTED CENTER LINE OF
 JX2237'HIGHWAYS 22 AND 40, 26 FEET EAST OF
 JX2237'THE CENTERLINE OF A DIRT DRIVEWAY AND 2 FEET SOUTHEAST
 JX2237'OF A TELEPHONE POLE.  A STANDARD METAL
 JX2237'WITNESS POST WAS SET 1.5 FEET SOUTHEAST OF THE
 JX2237'MARK.
 JX2237
 JX2237                          STATION RECOVERY (1964)
 JX2237
 JX2237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 JX2237'AZIMUTH MARK IS BLOCKED BY TRANSFORMER POLE AT GROUND LEVEL.  THE
 JX2237'STATION, REFERENCE, AND AZIMUTH WERE RECOVERED IN GOOD CONDITION
 JX2237'AS DESCRIBED.
 JX2237
 JX2237                          STATION RECOVERY (1975)
 JX2237
 JX2237'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1975 (RLK)
 JX2237'DIME 1959 RECOVERED EXCELLENT.
 JX2237'
 JX2237'REF.MON. DIME NO. 1 1959 RECOVERED EXCELLENT.
 JX2237'REF. MON. DIME NO. 2 1959 RECOVERED EXCELLENT.
 JX2237'
 JX2237'AZI. DIME 1959 RECOVERED EXCELLENT.
 JX2237'
 JX2237'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 EAST OF
 JX2237'ZANESVILLE.
 JX2237
 JX2237                          STATION RECOVERY (1978)
 JX2237
 JX2237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JX2237'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 JX2237'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED BY
 JX2237'GRADING.  THE AZIMUTH MARK WAS OBSTRUCTED BY TREES.  THE DISTANCE
 JX2237'AND DIRECTION TO REFERENCE MARK 1 CHECKED AS DID THE DIRECTION TO
 JX2237'THE MAST.  THE STATION MARK AND REFERENCE MARK 1 WERE IN THE WAY
 JX2237'OF PROPOSED GRADING AND REFERENCE MARK 1 WAS DESTROYED.  THE
 JX2237'STATION MARK WAS LEFT INTACT BUT WILL PROBABLY BE DESTROYED IN
 JX2237'THE NEAR FUTURE.  THE AZIMUTH MARK WAS LEFT INTACT.  A NEW
 JX2237'STATION DIME 2 1978 WAS ESTABLISHED.
 JX2237'
 JX2237'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE EAST EDGE
 JX2237'OF ZANESVILLE.
 JX2237'
 JX2237'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JX2237
 JX2237                          STATION RECOVERY (1992)
 JX2237
 JX2237'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 JX2237'THE STATION AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 JX2237'BUILDINGS AND TREES BLOCK THE VIEW TO THE AZIMUTH POINT.  A COMPLETE
 JX2237'NEW DESCRIPTION FOLLOWS.
 JX2237' 
 JX2237'THE STATION IS IN THE FOURTH QUARTER TOWNSHIP OF TOWNSHIP 1, RANGE 7,
 JX2237'WASHINGTON TOWNSHIP, ABOUT 4 MI (6.4 KM) E OF ZANESVILLE.
 JX2237' 
 JX2237'TO REACH FROM ZANESVILLE AT THE COUNTY COURTHOUSE LOCATED AT THE
 JX2237'INTERSECTION OF US 40 (MAIN STREET) AND FOURTH STREET IN DOWNTOWN
 JX2237'ZANESVILLE, GO 2.65 MI (4.26 KM) E ON US 40 TO THE JUNCTION OF STATE
 JX2237'ROUTE 93, CONTINUE E ON US 40 FOR 1.22 MI (1.96 KM) TO THE JUNCTION OF
 JX2237'OLD WHEELING ROAD (COUNTY ROAD 42), TURN RIGHT ONTO OLD WHEELING ROAD
 JX2237'S FOR 0.09 MI (0.14 KM) TO THE STATION ON THE LEFT ON TOP OF A HILL.
 JX2237' 
 JX2237'THE DISK IS SET IN A 0.9 FT (27.4 CM) SQUARE CONCRETE MONUMENT
 JX2237'PROJECTING 0.5 FT (15.2 CM) ABOVE THE GROUND SURFACE.  IT IS 37.5 FT
 JX2237'(11.4 M) E OF THE CENTERLINE OF OLD WHEELING ROAD, 20.0 FT (6.1 M) S
 JX2237'OF THE CENTERLINE OF A PRIVATE DRIVE, AND 42.3 FT (12.9 M) NE OF A
 JX2237'POWER POLE MARKED (638-28).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2249 ***********************************************************************
 JX2249  DESIGNATION -  DIME 2
 JX2249  PID         -  JX2249
 JX2249  STATE/COUNTY-  OH/MUSKINGUM
 JX2249  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX2249
 JX2249                         *CURRENT SURVEY CONTROL
 JX2249  ___________________________________________________________________
 JX2249* NAD 83(1995)-  39 57 07.93652(N)    081 56 22.02897(W)     ADJUSTED  
 JX2249* NAVD 88     -       292.     (meters)     958.     (feet)  SCALED    
 JX2249  ___________________________________________________________________
 JX2249  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 JX2249  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX2249
 JX2249  HORZ ORDER  -  THIRD
 JX2249
 JX2249.The horizontal coordinates were established by classical geodetic methods
 JX2249.and adjusted by the National Geodetic Survey in April 1998..
 JX2249.No horizontal observational check was made to the station.
 JX2249
 JX2249.The orthometric height was scaled from a topographic map.
 JX2249
 JX2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2249
 JX2249.The geoid height was determined by GEOID03.
 JX2249
 JX2249;                    North         East     Units Scale Factor Converg.
 JX2249;SPC OH S     -   216,874.721   647,899.642   MT  0.99998496   +0 21 20.4
 JX2249;UTM  17      - 4,422,874.904   419,752.097   MT  0.99967928   -0 36 11.9
 JX2249
 JX2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2249!SPC OH S     -   0.99995953  x   0.99998496  =   0.99994449
 JX2249!UTM  17      -   0.99995953  x   0.99967928  =   0.99963882
 JX2249
 JX2249|---------------------------------------------------------------------|
 JX2249| PID    Reference Object                     Distance      Geod. Az  |
 JX2249|                                                           dddmmss.s |
 JX2249| CC9842 DIME 2 RM 4                           3.407 METERS 00332     |
 JX2249| JX2237 DIME                                 17.139 METERS 10434     |
 JX2249| CC9841 DIME 2 RM 3                           4.395 METERS 18611     |
 JX2249| JX2236 ZANESVILLE TV STA WHIZ MAST         APPROX. 4.7 KM 2354354.7 |
 JX2249| JX2250 DIME 2 AZ MK                        339.298 METERS 35255     |
 JX2249|---------------------------------------------------------------------|
 JX2249
 JX2249                          SUPERSEDED SURVEY CONTROL
 JX2249
 JX2249  NAD 83(1986)-  39 57 07.94185(N)    081 56 22.03987(W) AD(       ) 3
 JX2249  NAD 27      -  39 57 07.70299(N)    081 56 22.56362(W) AD(       ) 3
 JX2249
 JX2249.Superseded values are not recommended for survey control.
 JX2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2249.See file dsdata.txt to determine how the superseded data were derived.
 JX2249
 JX2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1975222875(NAD 83)
 JX2249_MARKER: DS = TRIANGULATION STATION DISK
 JX2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2249_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2249
 JX2249  HISTORY     - Date     Condition        Report By
 JX2249  HISTORY     - 1978     MONUMENTED       NGS
 JX2249
 JX2249                          STATION DESCRIPTION
 JX2249
 JX2249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JX2249'THE STATION IS LOCATED ON ROAD RIGHT-OF-WAY, 54 FEET SOUTHEAST OF
 JX2249'THE SOUTHEAST LEG OF A METAL ELECTRIC TRANSMISSION TOWER, 18 FEET
 JX2249'WEST OF THE CENTERLINE OF COUNTY ROAD 42, 1 FOOT NORTH OF A METAL
 JX2249'WITNESS POST, 15 FEET NORTH OF A FENCE CORNER AND 1 FOOT EAST OF A
 JX2249'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DIME 2
 JX2249'1978.
 JX2249'
 JX2249'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93 AND
 JX2249'U.S. HIGHWAY 40 AT THE EAST EDGE OF ZANESVILLE, GO EAST ON HIGHWAY
 JX2249'40 FOR 1.3 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON OLD
 JX2249'WHEELING ROAD (COUNTY ROAD 42) FOR 0.1 MILE TO TOP OF GRADE AND
 JX2249'THE STATION ON THE RIGHT.
 JX2249'
 JX2249'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY 42
 JX2249'CROSSING HIGHWAY 40 AND ACROSS CLEARED FIELD FOR 0.2 MILE TO THE
 JX2249'MARK AS DESCRIBED.
 JX2249'
 JX2249'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 JX2249'DIME 2 NO 3 1978, WITH MAGNETS, PROJECTING 2 INCHES, 1 FOOT NORTH
 JX2249'OF THE FENCE CORNER, 6 INCHES EAST OF THE FENCE, 18 FEET WEST OF
 JX2249'THE CENTERLINE OF THE ROAD AND 68 FEET SOUTHEAST OF THE SOUTHEAST
 JX2249'LEG OF THE TOWER.
 JX2249'
 JX2249'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT, STAMPED
 JX2249'DIME 2 NO 4 1978, WITH MAGNETS, PROJECTING 2 INCHES, IN UNDER THE
 JX2249'FENCE, 26 FEET NORTH OF THE FENCE CORNER, 18 FEET WEST OF THE
 JX2249'CENTERLINE OF THE ROAD AND 45 FEET SOUTHEAST OF THE SOUTHLEG OF
 JX2249'THE TOWER.
 JX2249'
 JX2249'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DIME 2 1978, SET IN A
 JX2249'DRILL HOLE IN THE TOP OF THE CONCRETE BASE OF A FENCE CORNER POST
 JX2249'OF REST AREA OF INTERSTATE HIGHWAY 70, 6 INCHES EAST OF THE CORNER
 JX2249'POST WITH A METAL WITNESS SIGN NAILED TO THE SOUTH SIDE, 1 FOOT
 JX2249'SOUTH OF THE FENCE AND 63 FEET NORTHWEST OF THE NORTHWEST LEG OF A
 JX2249'METAL ELECTRIC TRANSMISSION TOWER.
 JX2249'
 JX2249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EAST EDGE OF
 JX2249'ZANESVILLE.
 JX2249'
 JX2249'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2250 ***********************************************************************
 JX2250  DESIGNATION -  DIME 2 AZ MK
 JX2250  PID         -  JX2250
 JX2250  STATE/COUNTY-  OH/MUSKINGUM
 JX2250  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX2250
 JX2250                         *CURRENT SURVEY CONTROL
 JX2250  ___________________________________________________________________
 JX2250* NAD 83(1995)-  39 57 18.85340(N)    081 56 23.79245(W)     ADJUSTED  
 JX2250* NAVD 88     -       284.     (meters)     932.     (feet)  SCALED    
 JX2250  ___________________________________________________________________
 JX2250  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 JX2250  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX2250
 JX2250  HORZ ORDER  -  THIRD
 JX2250
 JX2250.The horizontal coordinates were established by classical geodetic methods
 JX2250.and adjusted by the National Geodetic Survey in April 1998..
 JX2250.No horizontal observational check was made to the station.
 JX2250
 JX2250.The orthometric height was scaled from a topographic map.
 JX2250
 JX2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2250
 JX2250.The geoid height was determined by GEOID03.
 JX2250
 JX2250;                    North         East     Units Scale Factor Converg.
 JX2250;SPC OH S     -   217,211.156   647,855.696   MT  0.99998548   +0 21 19.3
 JX2250;UTM  17      - 4,423,211.924   419,713.799   MT  0.99967935   -0 36 13.1
 JX2250
 JX2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2250!SPC OH S     -   0.99996078  x   0.99998548  =   0.99994626
 JX2250!UTM  17      -   0.99996078  x   0.99967935  =   0.99964014
 JX2250
 JX2250|---------------------------------------------------------------------|
 JX2250| PID    Reference Object                     Distance      Geod. Az  |
 JX2250|                                                           dddmmss.s |
 JX2250| JX2237 DIME                                345.987 METERS 17016     |
 JX2250| JX2249 DIME 2                              339.298 METERS 17255     |
 JX2250|---------------------------------------------------------------------|
 JX2250
 JX2250                          SUPERSEDED SURVEY CONTROL
 JX2250
 JX2250  NAD 83(1986)-  39 57 18.85873(N)    081 56 23.80346(W) AD(       ) 3
 JX2250  NAD 27      -  39 57 18.61999(N)    081 56 24.32727(W) AD(       ) 3
 JX2250
 JX2250.Superseded values are not recommended for survey control.
 JX2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2250.See file dsdata.txt to determine how the superseded data were derived.
 JX2250
 JX2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1971423212(NAD 83)
 JX2250_MARKER: DZ = AZIMUTH MARK DISK
 JX2250_SETTING: 0 = UNSPECIFIED SETTING
 JX2250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX2250
 JX2250  HISTORY     - Date     Condition        Report By
 JX2250  HISTORY     - 1978     MONUMENTED       NGS
 JX2250
 JX2250                          STATION DESCRIPTION
 JX2250
 JX2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JX2250'TO REACH THE STATION DIME 2 FROM THE JUNCTION OF STATE HIGHWAY 93 AND
 JX2250'U.S. HIGHWAY 40 AT THE EAST EDGE OF ZANESVILLE, GO EAST ON HIGHWAY
 JX2250'40 FOR 1.3 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 JX2250'OLD WHEELING ROAD (COUNTY ROAD 42) FOR 0.1 MILE TO TOP OF GRADE
 JX2250'AND THE STATION ON THE RIGHT.
 JX2250'
 JX2250'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY 42
 JX2250'CROSSING HIGHWAY 40 AND ACROSS CLEARED FIELD FOR 0.2 MILE TO THE
 JX2250'MARK AS DESCRIBED.
 JX2250'
 JX2250'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DIME 2 1978, SET IN A
 JX2250'DRILL HOLE IN THE TOP OF THE CONCRETE BASE OF A FENCE CORNER POST OF
 JX2250'REST AREA OF INTERSTATE HIGHWAY 70, 6 INCHES EAST OF THE CORNER
 JX2250'POST WITH A METAL WITNESS SIGN NAILED TO THE SOUTH SIDE, 1 FOOT
 JX2250'SOUTH OF THE FENCE AND 63 FEET NORTHWEST OF THE NORTHWEST LEG
 JX2250'OF A METAL ELECTRIC TRANSMISSION TOWER.
 JX2250'
 JX2250'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EAST EDGE OF
 JX2250'ZANESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2923 ***********************************************************************
 MB2923  DESIGNATION -  DIPLOMAT
 MB2923  PID         -  MB2923
 MB2923  STATE/COUNTY-  OH/SUMMIT
 MB2923  USGS QUAD   -  AKRON WEST (1994)
 MB2923
 MB2923                         *CURRENT SURVEY CONTROL
 MB2923  ___________________________________________________________________
 MB2923* NAD 83(1995)-  41 07 15.56919(N)    081 30 39.97046(W)     ADJUSTED  
 MB2923* NAVD 88     -       329.5    (meters)    1081.     (feet)  VERTCON   
 MB2923  ___________________________________________________________________
 MB2923  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 MB2923  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB2923
 MB2923  HORZ ORDER  -  FIRST
 MB2923
 MB2923.The horizontal coordinates were established by classical geodetic methods
 MB2923.and adjusted by the National Geodetic Survey in April 1998..
 MB2923
 MB2923.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2923
 MB2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2923
 MB2923.The geoid height was determined by GEOID03.
 MB2923
 MB2923;                    North         East     Units Scale Factor Converg.
 MB2923;SPC OH N     -   161,967.783   683,041.910   MT  0.99993957   +0 38 58.8
 MB2923;UTM  17      - 4,552,314.257   457,094.085   MT  0.99962266   -0 20 10.1
 MB2923
 MB2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2923!SPC OH N     -   0.99995357  x   0.99993957  =   0.99989314
 MB2923!UTM  17      -   0.99995357  x   0.99962266  =   0.99957625
 MB2923
 MB2923:                Primary Azimuth Mark                     Grid Az
 MB2923:SPC OH N     -  CUYAHOGA FALLS P T MUN SPIPE             018 45 44.9
 MB2923:UTM  17      -  CUYAHOGA FALLS P T MUN SPIPE             019 44 53.8
 MB2923
 MB2923|---------------------------------------------------------------------|
 MB2923| PID    Reference Object                     Distance      Geod. Az  |
 MB2923|                                                           dddmmss.s |
 MB2923| MB2874 CUYAHOGA FALLS P T MUN SPIPE        APPROX. 2.7 KM 0192443.7 |
 MB2923| MB2737 CUYAHOGA FALLS MUNICIPAL TANK       APPROX. 2.2 KM 0285104.0 |
 MB2923| MB2920 AKRON TV STATION WAKR MAST          APPROX. 4.3 KM 1880452.0 |
 MB2923| MB2872 AKRON RADIO STA WCUE W MAST         APPROX. 1.1 KM 3001129.0 |
 MB2923| MB2871 AKRON RADIO STA WCUE E MAST         APPROX. 1.0 KM 3052544.5 |
 MB2923|---------------------------------------------------------------------|
 MB2923
 MB2923                          SUPERSEDED SURVEY CONTROL
 MB2923
 MB2923  NAD 83(1986)-  41 07 15.57625(N)    081 30 39.97388(W) AD(       ) 1
 MB2923  NAD 27      -  41 07 15.37749(N)    081 30 40.54124(W) AD(       ) 1
 MB2923  NGVD 29 (07/19/86)  329.7    (m)         1082.     (f) VERT ANG       
 MB2923
 MB2923.Superseded values are not recommended for survey control.
 MB2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2923.See file dsdata.txt to determine how the superseded data were derived.
 MB2923
 MB2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5709452314(NAD 83)
 MB2923_MARKER: Z = SEE DESCRIPTION
 MB2923_SETTING: 0 = UNSPECIFIED SETTING
 MB2923_STAMPING: DIPLOMAT
 MB2923_MARK LOGO: OH0070
 MB2923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2923
 MB2923  HISTORY     - Date     Condition        Report By
 MB2923  HISTORY     - 1963     MONUMENTED       OH0070
 MB2923
 MB2923                          STATION DESCRIPTION
 MB2923
 MB2923'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB2923'THE STATION IS ON THE HIGHEST PART OF THE ROOF ABOVE THE ELEVATOR
 MB2923'SHAFT OF THE DIPLOMAT
 MB2923'APARTMENT BUILDING AT 1350 NORTH HOWARD STREET, ABOUT 2-3/4 MILES
 MB2923'NORTH OF DOWNTOWN AKRON AND
 MB2923'ABOUT 300 FEET WEST OF NORTH MAIN STREET.  IT IS 3 FEET NORTH OF THE
 MB2923'SOUTH EDGE OF THE ROOF AND 3 FEET
 MB2923'EAST OF THE WEST EDGE OF THE ROOF.  THE MARK IS A CITY
 MB2923'OF AKRON DISK SET IN THE TOP OF AN 8 INCH CONCRETE
 MB2923'MONUMENT PROJECTING 4 INCHES ABOVE
 MB2923'THE ROOF AND IS STAMPED DIPLOMAT.
 MB2923'
 MB2923'DIPLOMAT (ACS) A IS ABOUT 600 FEET EAST-NORTHEAST OF THE STATION AT
 MB2923'THE INTERSECTION OF RIVERSIDE
 MB2923'DRIVE AND OAKLAND AVENUE, 25.4 FEET NORTHWEST OF A RIVERSIDE
 MB2923'DRIVE-OAKLAND AVENUE STREET SIGN,
 MB2923'39.8 FEET SOUTH OF THE NORTH CURB OF RIVERSIDE DRIVE, 57.7 FEET
 MB2923'SOUTHEAST OF A POWER POLE AND 59.4
 MB2923'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE
 MB2923'AT 1694 RIVERSIDE DRIVE.  IT IS A CITY OF AKRON DISK
 MB2923'STAMPED DIPLOMAT A SET IN THE TOP
 MB2923'OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A
 MB2923'3 FOOT SQUARE OF CONCRETE AND
 MB2923'COVERED WITH A 9 INCH IRON COVER.
 MB2923'
 MB2923'DIPLOMAT B IS ABOUT 350 FEET SOUTHEAST OF THE STATION ABOUT 46 PACES
 MB2923'NORTH OF THE INTERSECTION OF
 MB2923'NORTH MAIN STREET AND BANNOCK STREET, 18 FEET SOUTHEAST OF A BRIDGE
 MB2923'ABUTMENT, 2 FEET WEST OF THE WEST
 MB2923'CURB OF NORTH MAIN STREET, 2.2 FEET EAST OF THE EAST
 MB2923'EDGE OF A SIDEWALK, 16 FEET WEST OF THE CENTERLINE
 MB2923'OF THE SOUTH BOUND LANE OF NORTH
 MB2923'MAIN STREET AND 26.7 FEET SOUTH OF A STREET LIGHT POLE.  IT IS A CITY
 MB2923'OF AKRON DISK STAMPED DIPLOMAT B
 MB2923'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 MB2923'THE SURFACE OF A 3 FOOT SQUARE OF
 MB2923'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1324 ***********************************************************************
 MB1324  DESIGNATION -  DIPLOMAT A
 MB1324  PID         -  MB1324
 MB1324  STATE/COUNTY-  OH/SUMMIT
 MB1324  USGS QUAD   -  AKRON WEST (1994)
 MB1324
 MB1324                         *CURRENT SURVEY CONTROL
 MB1324  ___________________________________________________________________
 MB1324* NAD 83(1995)-  41 07 17.00424(N)    081 30 32.32052(W)     ADJUSTED  
 MB1324* NAVD 88     -       306.809  (meters)    1006.59   (feet)  ADJUSTED  
 MB1324  ___________________________________________________________________
 MB1324  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 MB1324  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB1324  DYNAMIC HT  -         306.675 (meters)    1006.15  (feet)  COMP
 MB1324  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 MB1324
 MB1324  HORZ ORDER  -  SECOND
 MB1324  VERT ORDER  -  FIRST     CLASS II
 MB1324
 MB1324.The horizontal coordinates were established by classical geodetic methods
 MB1324.and adjusted by the National Geodetic Survey in April 1998..
 MB1324
 MB1324.The orthometric height was determined by differential leveling
 MB1324.and adjusted by the National Geodetic Survey in June 1991..
 MB1324
 MB1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1324
 MB1324.The geoid height was determined by GEOID03.
 MB1324
 MB1324.The dynamic height is computed by dividing the NAVD 88
 MB1324.geopotential number by the normal gravity value computed on the
 MB1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1324.degrees latitude (g = 980.6199 gals.).
 MB1324
 MB1324.The modeled gravity was interpolated from observed gravity values.
 MB1324
 MB1324;                    North         East     Units Scale Factor Converg.
 MB1324;SPC OH N     -   162,014.073   683,219.843   MT  0.99993958   +0 39 03.8
 MB1324;UTM  17      - 4,552,357.465   457,272.732   MT  0.99962247   -0 20 05.1
 MB1324
 MB1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1324!SPC OH N     -   0.99995713  x   0.99993958  =   0.99989671
 MB1324!UTM  17      -   0.99995713  x   0.99962247  =   0.99957961
 MB1324
 MB1324                          SUPERSEDED SURVEY CONTROL
 MB1324
 MB1324  NAD 83(1986)-  41 07 17.01130(N)    081 30 32.32388(W) AD(       ) 2
 MB1324  NAD 27      -  41 07 16.81239(N)    081 30 32.89138(W) AD(       ) 2
 MB1324  NGVD 29 (??/??/92)  307.006  (m)         1007.24   (f) ADJ UNCH    1 2
 MB1324
 MB1324.Superseded values are not recommended for survey control.
 MB1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1324.See file dsdata.txt to determine how the superseded data were derived.
 MB1324
 MB1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5727352357(NAD 83)
 MB1324_MARKER: DD = SURVEY DISK
 MB1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1324_STAMPING: DIPLOMAT A
 MB1324_MARK LOGO: OH0070
 MB1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1324+STABILITY: SURFACE MOTION
 MB1324
 MB1324  HISTORY     - Date     Condition        Report By
 MB1324  HISTORY     - 1963     MONUMENTED       OH0070
 MB1324  HISTORY     - 1964     GOOD             CGS
 MB1324
 MB1324                          STATION DESCRIPTION
 MB1324
 MB1324'DESCRIBED BY CITY OF AKRON OHIO 1963
 MB1324'DIPLOMAT (ACS) A IS ABOUT 600 FEET EAST-NORTHEAST OF THE STATION AT
 MB1324'THE INTERSECTION OF RIVERSIDE
 MB1324'DRIVE AND OAKLAND AVENUE, 25.4 FEET NORTHWEST OF A RIVERSIDE
 MB1324'DRIVE-OAKLAND AVENUE STREET SIGN,
 MB1324'39.8 FEET SOUTH OF THE NORTH CURB OF RIVERSIDE DRIVE, 57.7 FEET
 MB1324'SOUTHEAST OF A POWER POLE AND 59.4
 MB1324'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE
 MB1324'AT 1694 RIVERSIDE DRIVE.  IT IS A CITY OF AKRON DISK
 MB1324'STAMPED DIPLOMAT A SET IN THE TOP
 MB1324'OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A
 MB1324'3 FOOT SQUARE OF CONCRETE AND
 MB1324'COVERED WITH A 9 INCH IRON COVER.
 MB1324
 MB1324                          STATION RECOVERY (1964)
 MB1324
 MB1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1324'AT AKRON.
 MB1324'AT AKRON, AT THE JUNCTION OF RIVERSIDE DRIVE AND OAKLAND AVENUE,
 MB1324'IN THE STREET NEAR THE CENTER OF THE JUNCTION, 59.4 FEET
 MB1324'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NO. 1694 ALONG
 MB1324'RIVERSIDE DRIVE, 39.8 FEET SOUTH OF THE NORTH CURB OF RIVERSIDE
 MB1324'DRIVE, 58.9 FEET SOUTHEAST POWER POLE SUPPORTING A STREET LIGHT,
 MB1324'27.8 FEET WEST-NORTHWEST OF RIVERSIDE DRIVE AND OAKLAND AVENUE
 MB1324'STREET SIGN AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES
 MB1324'BELOW THE SURFACE OF THE STREET ACCESS WHICH IS HAD THROUGH A
 MB1324'9-INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1325 ***********************************************************************
 MB1325  DESIGNATION -  DIPLOMAT B
 MB1325  PID         -  MB1325
 MB1325  STATE/COUNTY-  OH/SUMMIT
 MB1325  USGS QUAD   -  AKRON WEST (1994)
 MB1325
 MB1325                         *CURRENT SURVEY CONTROL
 MB1325  ___________________________________________________________________
 MB1325* NAD 83(1995)-  41 07 13.03017(N)    081 30 36.40806(W)     ADJUSTED  
 MB1325* NAVD 88     -       308.851  (meters)    1013.29   (feet)  ADJUSTED  
 MB1325  ___________________________________________________________________
 MB1325  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 MB1325  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB1325  DYNAMIC HT  -         308.716 (meters)    1012.85  (feet)  COMP
 MB1325  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 MB1325
 MB1325  HORZ ORDER  -  SECOND
 MB1325  VERT ORDER  -  FIRST     CLASS II
 MB1325
 MB1325.The horizontal coordinates were established by classical geodetic methods
 MB1325.and adjusted by the National Geodetic Survey in April 1998..
 MB1325
 MB1325.The orthometric height was determined by differential leveling
 MB1325.and adjusted by the National Geodetic Survey in June 1991..
 MB1325
 MB1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1325
 MB1325.The geoid height was determined by GEOID03.
 MB1325
 MB1325.The dynamic height is computed by dividing the NAVD 88
 MB1325.geopotential number by the normal gravity value computed on the
 MB1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1325.degrees latitude (g = 980.6199 gals.).
 MB1325
 MB1325.The modeled gravity was interpolated from observed gravity values.
 MB1325
 MB1325;                    North         East     Units Scale Factor Converg.
 MB1325;SPC OH N     -   161,890.410   683,125.893   MT  0.99993956   +0 39 01.1
 MB1325;UTM  17      - 4,552,235.475   457,176.698   MT  0.99962257   -0 20 07.7
 MB1325
 MB1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1325!SPC OH N     -   0.99995681  x   0.99993956  =   0.99989637
 MB1325!UTM  17      -   0.99995681  x   0.99962257  =   0.99957939
 MB1325
 MB1325                          SUPERSEDED SURVEY CONTROL
 MB1325
 MB1325  NAD 83(1986)-  41 07 13.03720(N)    081 30 36.41145(W) AD(       ) 2
 MB1325  NAD 27      -  41 07 12.83834(N)    081 30 36.97901(W) AD(       ) 2
 MB1325  NGVD 29 (??/??/92)  309.048  (m)         1013.93   (f) ADJ UNCH    1 2
 MB1325
 MB1325.Superseded values are not recommended for survey control.
 MB1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1325.See file dsdata.txt to determine how the superseded data were derived.
 MB1325
 MB1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5717752235(NAD 83)
 MB1325_MARKER: DD = SURVEY DISK
 MB1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1325_STAMPING: DIPLOMAT B
 MB1325_MARK LOGO: OH0070
 MB1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1325+STABILITY: SURFACE MOTION
 MB1325
 MB1325  HISTORY     - Date     Condition        Report By
 MB1325  HISTORY     - 1963     MONUMENTED       OH0070
 MB1325  HISTORY     - 1964     GOOD             CGS
 MB1325
 MB1325                          STATION DESCRIPTION
 MB1325
 MB1325'DESCRIBED BY CITY OF AKRON OHIO 1963
 MB1325'DIPLOMAT B IS ABOUT 350 FEET SOUTHEAST OF THE STATION ABOUT 46 PACES
 MB1325'NORTH OF THE INTERSECTION OF
 MB1325'NORTH MAIN STREET AND BANNOCK STREET, 18 FEET SOUTHEAST OF A BRIDGE
 MB1325'ABUTMENT, 2 FEET WEST OF THE WEST
 MB1325'CURB OF NORTH MAIN STREET, 2.2 FEET EAST OF THE EAST
 MB1325'EDGE OF A SIDEWALK, 16 FEET WEST OF THE CENTERLINE
 MB1325'OF THE SOUTH BOUND LANE OF NORTH
 MB1325'MAIN STREET AND 26.7 FEET SOUTH OF A STREET LIGHT POLE.  IT IS A CITY
 MB1325'OF AKRON DISK STAMPED DIPLOMAT B
 MB1325'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 MB1325'THE SURFACE OF A 3 FOOT SQUARE OF
 MB1325'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
 MB1325
 MB1325                          STATION RECOVERY (1964)
 MB1325
 MB1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1325'AT AKRON.
 MB1325'AT AKRON, 141 FEET NORTH-NORTHWEST ALONG NORTH MAIN STREET FROM
 MB1325'THE CENTER OF THE JUNCTION OF BANNOCK STREET, 18.2 FEET SOUTHEAST
 MB1325'OF THE SOUTHEAST CORNER OF THE CONCRETE ABUTMENT OF NORTH
 MB1325'HOWARD STREET OVERPASS, 2.2 FEET EAST OF THE EAST EDGE OF
 MB1325'SIDEWALK ALONG THE WEST SIDE OF STREET, 1.8 FEET WEST OF THE WEST
 MB1325'CURB OF NORTH MAIN STREET, ABOUT 350 FEET SOUTHEAST OF THE
 MB1325'DIPLOMAT APARTMENT BUILDING AT 1350 NORTH HOWARD STREET, 26 1/2
 MB1325'FEET SOUTH OF A STREET LAMP POST, ABOUT LEVEL WITH THE STREET
 MB1325'AND SET IN THE TOP OF A CONCRETE POST ABOUT 4-INCHES BELOW THE
 MB1325'LEVEL OF THE GROUND ACCESS WHICH IS HAD THROUGH A 9-INCH CAST
 MB1325'IRON COVER MARKED AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6133 ***********************************************************************
 AB6133  CBN         -  This is a Cooperative Base Network Control Station.
 AB6133  DESIGNATION -  DIS GAR
 AB6133  PID         -  AB6133
 AB6133  STATE/COUNTY-  OH/WARREN
 AB6133  USGS QUAD   -  MONROE (1992)
 AB6133
 AB6133                         *CURRENT SURVEY CONTROL
 AB6133  ___________________________________________________________________
 AB6133* NAD 83(1995)-  39 25 49.48962(N)    084 17 00.27921(W)     ADJUSTED  
 AB6133* NAVD 88     -       256.2    (meters)     841.     (feet)  GPS OBS   
 AB6133  ___________________________________________________________________
 AB6133  X           -     491,394.244 (meters)                     COMP
 AB6133  Y           -  -4,908,754.037 (meters)                     COMP
 AB6133  Z           -   4,029,480.534 (meters)                     COMP
 AB6133  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AB6133  ELLIP HEIGHT-         222.61  (meters)          (09/23/04) GPS OBS
 AB6133  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AB6133
 AB6133  HORZ ORDER  -  B
 AB6133  ELLP ORDER  -  FOURTH    CLASS I
 AB6133
 AB6133.This is a reference station for the LEBANON
 AB6133.National Continuously Operating Reference Station (LEBA).
 AB6133
 AB6133.The horizontal coordinates were established by GPS observations
 AB6133.and adjusted by the National Geodetic Survey in August 1996..
 AB6133
 AB6133.The orthometric height was determined by GPS observations and a
 AB6133.high-resolution geoid model.
 AB6133
 AB6133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6133
 AB6133.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6133
 AB6133.The ellipsoidal height was determined by GPS observations
 AB6133.and is referenced to NAD 83.
 AB6133
 AB6133.The geoid height was determined by GEOID03.
 AB6133
 AB6133;                    North         East     Units Scale Factor Converg.
 AB6133;SPC OH S     -   160,311.155   446,469.657   MT  0.99993623   -1 07 53.8
 AB6133;UTM  16      - 4,368,063.933   733,819.496   MT  1.00027318   +1 43 34.3
 AB6133
 AB6133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6133!SPC OH S     -   0.99996508  x   0.99993623  =   0.99990131
 AB6133!UTM  16      -   0.99996508  x   1.00027318  =   1.00023825
 AB6133
 AB6133                          SUPERSEDED SURVEY CONTROL
 AB6133
 AB6133  ELLIP H (08/20/96)  222.68   (m)                       GP(       ) 4 2
 AB6133
 AB6133.Superseded values are not recommended for survey control.
 AB6133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6133.See file dsdata.txt to determine how the superseded data were derived.
 AB6133
 AB6133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3381968064(NAD 83)
 AB6133_MARKER: DD = SURVEY DISK
 AB6133_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6133_STAMPING: DIS GAR
 AB6133_MARK LOGO: OHDT  
 AB6133_PROJECTION: FLUSH
 AB6133_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6133+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AB6133_ROD/PIPE-DEPTH: 3.5  meters
 AB6133_SLEEVE-DEPTH  : 0.8 meters
 AB6133
 AB6133  HISTORY     - Date     Condition        Report By
 AB6133  HISTORY     - 1994     MONUMENTED       OHDT
 AB6133  HISTORY     - 2003     GOOD             OHDT
 AB6133
 AB6133                          STATION DESCRIPTION
 AB6133
 AB6133'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (JRM)
 AB6133'FROM THE INTERSECTION OF SR 63 AND SR 741, 0.8 KM (0.50 MI) SOUTH ON
 AB6133'SR 741.  MARK IS 81 M (265.7 FT) WEST OF CENTERLINE OF SR 741, 30 M
 AB6133'(98.4 FT) NORTH OF PROPERTY LINE FENCE, 26 M (85.3 FT) EAST OF FENCE,
 AB6133'51 M (167.3 FT) SOUTHEAST OF ODOT DISTRICT 8 HEADQUARTERS.  SET FLUSH
 AB6133'WITH GROUND.  ALUMINIUM ROD 3.5 M (11.5 FT) DEEP WITH A 0.8 M (2.6 FT)
 AB6133'SLEEVE.  OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION,
 AB6133'DISTRICT 8 DEPUTY DIRECTOR, SR 741, LEBANON, OHIO 45036.  THE MARK IS
 AB6133'ACCESSIBLE AT ALL TIMES.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A
 AB6133'REQUIREMENTS.
 AB6133
 AB6133                          STATION RECOVERY (2003)
 AB6133
 AB6133'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 AB6133'NOTE-- THE 1994 STATION DESCRIPTION IS IN ERROR IN THAT IT LISTS THE
 AB6133'MARKER AS BEING A  METAL ROD WHEN IN FACT IT IS AN ODOT SURVEY DISK
 AB6133'WHICH IS FASTENED TO AN ALUMINUM ALLOY  ROD IN SLEEVE.  NOTE--THIS IS
 AB6133'A CORS SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6101 ***********************************************************************
 AB6101  CBN         -  This is a Cooperative Base Network Control Station.
 AB6101  DESIGNATION -  DIST 5 HQ
 AB6101  PID         -  AB6101
 AB6101  STATE/COUNTY-  OH/LICKING
 AB6101  USGS QUAD   -  THORNVILLE (1992)
 AB6101
 AB6101                         *CURRENT SURVEY CONTROL
 AB6101  ___________________________________________________________________
 AB6101* NAD 83(1995)-  39 57 05.61686(N)    082 24 54.73908(W)     ADJUSTED  
 AB6101* NAVD 88     -       321.0    (meters)    1053.     (feet)  GPS OBS   
 AB6101  ___________________________________________________________________
 AB6101  X           -     646,289.923 (meters)                     COMP
 AB6101  Y           -  -4,853,542.641 (meters)                     COMP
 AB6101  Z           -   4,074,048.221 (meters)                     COMP
 AB6101  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AB6101  ELLIP HEIGHT-         286.94  (meters)          (03/08/05) GPS OBS
 AB6101  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 AB6101
 AB6101  HORZ ORDER  -  B
 AB6101  ELLP ORDER  -  FOURTH    CLASS II
 AB6101
 AB6101.The horizontal coordinates were established by GPS observations
 AB6101.and adjusted by the National Geodetic Survey in August 1996..
 AB6101
 AB6101.The orthometric height was determined by GPS observations and a
 AB6101.high-resolution geoid model.
 AB6101
 AB6101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6101
 AB6101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6101
 AB6101.The ellipsoidal height was determined by GPS observations
 AB6101.and is referenced to NAD 83.
 AB6101
 AB6101.The geoid height was determined by GEOID03.
 AB6101
 AB6101;                    North         East     Units Scale Factor Converg.
 AB6101;SPC OH S     -   216,657.904   607,245.950   MT  0.99998485   +0 03 13.7
 AB6101;UTM  17      - 4,423,339.709   379,111.002   MT  0.99977991   -0 54 31.9
 AB6101
 AB6101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6101!SPC OH S     -   0.99995499  x   0.99998485  =   0.99993984
 AB6101!UTM  17      -   0.99995499  x   0.99977991  =   0.99973491
 AB6101
 AB6101                          SUPERSEDED SURVEY CONTROL
 AB6101
 AB6101  ELLIP H (08/20/96)  286.95   (m)                       GP(       ) 4 2
 AB6101
 AB6101.Superseded values are not recommended for survey control.
 AB6101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6101.See file dsdata.txt to determine how the superseded data were derived.
 AB6101
 AB6101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE7911123340(NAD 83)
 AB6101_MARKER: DD = SURVEY DISK
 AB6101_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6101_STAMPING: DIST 5 HQ 1995
 AB6101_MARK LOGO: OHDT  
 AB6101_PROJECTION: FLUSH
 AB6101_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6101+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998
 AB6101_ROD/PIPE-DEPTH: 4.6  meters
 AB6101_SLEEVE-DEPTH  : 1.0 meters
 AB6101
 AB6101  HISTORY     - Date     Condition        Report By
 AB6101  HISTORY     - 1995     MONUMENTED       OHDT
 AB6101  HISTORY     - 19980317 GOOD             GEOMET
 AB6101
 AB6101                          STATION DESCRIPTION
 AB6101
 AB6101'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995
 AB6101'THE STATION IS LOCATED AT THE OHIO DEPARTMENT OF TRANSPORTATION
 AB6101'DISTRICT FIVE HEADQUARTERS IN JACKSONTOWN, OHIO.  TO REACH THE STATION
 AB6101'FROM THE INTERSECTION OF US ROUTE 40 AND STATE ROUTE 13 IN
 AB6101'JACKSONTOWN, GO SOUTH ON STATE ROUTE 13 FOR 0.8 KM (0.50 MI) TO THE
 AB6101'DRIVE ON THE RIGHT FOR DISTRICT 5 HEADQUARTERS.  TURN RIGHT AND GO
 AB6101'91.4 M (299.9 FT) TO THE FORK IN THE THE DRIVE AND GO TO THE LEFT FOR
 AB6101'152 M (498.7 FT) TO THE PARKING LOT ON THE LEFT.  TURN LEFT INTO THE
 AB6101'PARKING LOT AND GO TO THE END OF THE LOT AND THE STATION IS ON THE
 AB6101'LEFT.  IT IS AT THE TOP OF THE KNOB AT THE SOUTH SIDE OF THE PARKING
 AB6101'LOT.  THE STATION IS 15.2 M (49.9 FT) SOUTHEAST OF THE SOUTHWEST
 AB6101'CORNER OF THE PARKING LOT, 53.5 M (175.5 FT) SOUTHWEST OF THE
 AB6101'SOUTHEAST CORNER OF THE PARKING LOT, AND 39.0 M (128.0 FT) SOUTHEAST
 AB6101'OF A LIGHT POLE.  OWNERSHIP--STATE OF OHIO, DEPARTMENT OF
 AB6101'TRANSPORTATION, DISTRICT 5 DEPUTY DIRECTOR, 9600 JACKSONTOWN ROAD,
 AB6101'JACKSONTOWN, OHIO 43030.  THE MARK IS ACCESSIBLE ONLY BY APPOINTMENT.
 AB6101'CONTACT THE DISTRICT 5 SURVEY OPERATIONS MANAGER, (614) 323-4400, FOR
 AB6101'ACCESS TO MARK.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A
 AB6101'REQUIREMENTS.
 AB6101
 AB6101                          STATION RECOVERY (1998)
 AB6101
 AB6101'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AB6101'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6049 ***********************************************************************
 AB6049  CBN         -  This is a Cooperative Base Network Control Station.
 AB6049  DESIGNATION -  DISTRICT 3
 AB6049  PID         -  AB6049
 AB6049  STATE/COUNTY-  OH/ASHLAND
 AB6049  USGS QUAD   -  ASHLAND NORTH (1972)
 AB6049
 AB6049                         *CURRENT SURVEY CONTROL
 AB6049  ___________________________________________________________________
 AB6049* NAD 83(1995)-  40 52 41.15538(N)    082 17 44.99229(W)     ADJUSTED  
 AB6049* NAVD 88     -       307.4    (meters)    1009.     (feet)  GPS OBS   
 AB6049  ___________________________________________________________________
 AB6049  X           -     647,457.107 (meters)                     COMP
 AB6049  Y           -  -4,786,073.356 (meters)                     COMP
 AB6049  Z           -   4,152,376.150 (meters)                     COMP
 AB6049  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 AB6049  ELLIP HEIGHT-         273.89  (meters)          (03/08/05) GPS OBS
 AB6049  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AB6049
 AB6049  HORZ ORDER  -  B
 AB6049  ELLP ORDER  -  FOURTH    CLASS II
 AB6049
 AB6049.The horizontal coordinates were established by GPS observations
 AB6049.and adjusted by the National Geodetic Survey in August 1996..
 AB6049
 AB6049.The orthometric height was determined by GPS observations and a
 AB6049.high-resolution geoid model.
 AB6049
 AB6049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6049
 AB6049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6049
 AB6049.The ellipsoidal height was determined by GPS observations
 AB6049.and is referenced to NAD 83.
 AB6049
 AB6049.The geoid height was determined by GEOID03.
 AB6049
 AB6049;                    North         East     Units Scale Factor Converg.
 AB6049;SPC OH N     -   134,544.548   617,208.420   MT  0.99994459   +0 08 02.9
 AB6049;UTM  17      - 4,526,033.115   390,816.719   MT  0.99974672   -0 50 53.3
 AB6049
 AB6049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6049!SPC OH N     -   0.99995704  x   0.99994459  =   0.99990163
 AB6049!UTM  17      -   0.99995704  x   0.99974672  =   0.99970377
 AB6049
 AB6049                          SUPERSEDED SURVEY CONTROL
 AB6049
 AB6049.No superseded survey control is available for this station.
 AB6049
 AB6049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9081726033(NAD 83)
 AB6049_MARKER: DD = SURVEY DISK
 AB6049_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6049_STAMPING: DISTRICT 3 1994
 AB6049_MARK LOGO: OHDT  
 AB6049_PROJECTION: FLUSH
 AB6049_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6049+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB6049_ROD/PIPE-DEPTH: 6.5  meters
 AB6049_SLEEVE-DEPTH  : 0.8 meters
 AB6049
 AB6049  HISTORY     - Date     Condition        Report By
 AB6049  HISTORY     - 1994     MONUMENTED       OHDT
 AB6049
 AB6049                          STATION DESCRIPTION
 AB6049
 AB6049'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (SLQ)
 AB6049'THE MARK IS LOCATED ON THE NORTHEAST SIDE OF ASHLAND ON ODOT PROPERTY
 AB6049'BETWEEN THE ASHLAND COUNTY GARAGE AND THE NEW ODOT DISTRICT 3
 AB6049'OFFICE/GARAGE COMPLEX.  SOUTHWEST QUARTER, SECTION 9, T 22 N, R 16 W,
 AB6049'MONTGOMERY TOWNSHIP.  OWNERSHIP--STATE OF OHIO, DEPARTMENT OF
 AB6049'TRANSPOTATION, DISTRICT 3 DEPUTY DIRECTOR, 9O6 CLARK STREET, ASHLAND,
 AB6049'OHIO 44805.  TO THE REACH THE MARK FROM THE INTERSECTION OF US ROUTES
 AB6049'42 AND 250 AND STATE ROUTE 96, G0 WEST ON STATE ROUTE 96 0.72 KM (0.45
 AB6049'MI) TO THE INTERSECTION OF LEE AVENUE, TURN RIGHT, NORTH, ON LEE
 AB6049'AVENUE FOR 0.72 KM (0.45 MI) TO THE STOP SIGN AND THE INTERSECTION OF
 AB6049'CLEVELAND AVENUE.  CONTINUE STRAIGHT, NORTH, ON CLARK STREET FOR 0.43
 AB6049'KM (0.25 MI) T0 THE STOP SIGN AT EAST NINTH STREET, CONTINUE STRAIGHT
 AB6049'ON CLARK STREET PAST THE ODOT ADMINISTRATION BUILDING, THROUGH A GATE
 AB6049'FOR 0.23 KM (0.15 MI) TO THE ODOT ASHLAND COUNTY MAINTENANCE BUILDING
 AB6049'AND THE MARK ON THE RIGHT.  THE MARK IS A 3.25 INCH ALUMINUM DISK
 AB6049'STAMPED --DISTRICT 3 1994-- AND SET ON A 0.75 INCH ALUMIMINUM ALLOY
 AB6049'ROD DRIVEN TO REFUSAL AT A DEPTH OF 6.5 M (21.3 FT) WITH A 0.84 M
 AB6049'(2.76 FT) GREASED SLEEVE AND ENCASED IN A 5 INCH DIAMETER PVC WITH AN
 AB6049'ALUMINUM CAP AN REMOVABLE ALUMINUM COVER AND IS ABOUT FLUSH WITH THE
 AB6049'GROUND LEVEL 14.3 M (46.9 FT) EAST OF THE CURB IN FRONT OF THE GARAGE
 AB6049'IN A GRASSY AREA AND IS MARKED WITH AN ORANGE CARSONITE WITNESS POST
 AB6049'0.6 M (2.0 FT) EAST OF THE MARK.  THE STATION IS ACCESSIBLE ONLY BY
 AB6049'ARRANGEMENT.  CONTACT THE DISTRICT 3 SURVEY OPERATIONS MANAGER, (419)
 AB6049'281-0513, EXTENSION 522, FOR ACCESS TO THE MARK.  NOTE--SLEEVE DEPTH
 AB6049'DOES NOT MEET CLASS A REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6025 ***********************************************************************
 AB6025  CBN         -  This is a Cooperative Base Network Control Station.
 AB6025  PACS        -  This is a Primary Airport Control Station.
 AB6025  DESIGNATION -  DLZ A
 AB6025  PID         -  AB6025
 AB6025  STATE/COUNTY-  OH/DELAWARE
 AB6025  USGS QUAD   -  DELAWARE (1973)
 AB6025
 AB6025                         *CURRENT SURVEY CONTROL
 AB6025  ___________________________________________________________________
 AB6025* NAD 83(1995)-  40 16 47.58886(N)    083 06 46.54457(W)     ADJUSTED  
 AB6025* NAVD 88     -       287.21   (meters)     942.3    (feet)  GPS OBS   
 AB6025  ___________________________________________________________________
 AB6025  X           -     584,319.127 (meters)                     COMP
 AB6025  Y           -  -4,837,705.840 (meters)                     COMP
 AB6025  Z           -   4,101,907.402 (meters)                     COMP
 AB6025  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AB6025  ELLIP HEIGHT-         253.30  (meters)          (09/23/04) GPS OBS
 AB6025  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AB6025
 AB6025  HORZ ORDER  -  B
 AB6025  ELLP ORDER  -  FOURTH    CLASS I
 AB6025
 AB6025.This mark is at Delaware Municipal Airport (DLZ)
 AB6025
 AB6025.The horizontal coordinates were established by GPS observations
 AB6025.and adjusted by the National Geodetic Survey in August 1996..
 AB6025
 AB6025.The orthometric height was determined by GPS observations and a
 AB6025.high-resolution geoid model.
 AB6025
 AB6025.GPS derived orthometric heights for airport stations designated as
 AB6025.PACS or SACS are published to 2 decimal places.  This maintains
 AB6025.centimeter relative accuracy between the PACS and SACS.  It does
 AB6025.not indicate centimeter accuracy relative to other marks which are
 AB6025.part of the NAVD 88 network.
 AB6025
 AB6025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6025
 AB6025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6025
 AB6025.The ellipsoidal height was determined by GPS observations
 AB6025.and is referenced to NAD 83.
 AB6025
 AB6025.The geoid height was determined by GEOID03.
 AB6025
 AB6025;                    North         East     Units Scale Factor Converg.
 AB6025;SPC OH N     -    68,279.899   547,872.658   MT  1.00003293   -0 24 09.6
 AB6025;UTM  17      - 4,460,964.437   320,372.775   MT  0.99999720   -1 21 59.1
 AB6025
 AB6025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6025!SPC OH N     -   0.99996027  x   1.00003293  =   0.99999319
 AB6025!UTM  17      -   0.99996027  x   0.99999720  =   0.99995747
 AB6025
 AB6025:                Primary Azimuth Mark                     Grid Az
 AB6025:SPC OH N     -  DELPORT AZ MK                            097 29 20.6
 AB6025:UTM  17      -  DELPORT AZ MK                            098 27 10.1
 AB6025
 AB6025|---------------------------------------------------------------------|
 AB6025| PID    Reference Object                     Distance      Geod. Az  |
 AB6025|                                                           dddmmss.s |
 AB6025| KZ2151 DELPORT AZ MK                       453.960 METERS 0970511.0 |
 AB6025|---------------------------------------------------------------------|
 AB6025
 AB6025                          SUPERSEDED SURVEY CONTROL
 AB6025
 AB6025  ELLIP H (08/20/96)  253.36   (m)                       GP(       ) 4 2
 AB6025
 AB6025.Superseded values are not recommended for survey control.
 AB6025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6025.See file dsdata.txt to determine how the superseded data were derived.
 AB6025
 AB6025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2037360964(NAD 83)
 AB6025_MARKER: I = METAL ROD
 AB6025_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6025_STAMPING: DLZ A 1995
 AB6025_MARK LOGO: NGS   
 AB6025_PROJECTION: FLUSH
 AB6025_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6025+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 AB6025_ROD/PIPE-DEPTH: 5.22 meters
 AB6025_SLEEVE-DEPTH  : 0.90 meters
 AB6025
 AB6025  HISTORY     - Date     Condition        Report By
 AB6025  HISTORY     - 1995     MONUMENTED       NGS
 AB6025  HISTORY     - 20030610 GOOD             WOOLPT
 AB6025
 AB6025                          STATION DESCRIPTION
 AB6025
 AB6025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6025'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 24 KM
 AB6025'(14.90 MI) NORTH-NORTHWEST OF COLUMBUS, ON THE SOUTHWEST SIDE OF
 AB6025'DELAWARE AT THE DELAWARE MUNICIPAL AIRPORT, ON THE EAST SIDE OF THE
 AB6025'RUNUP RAMP ALONG THE SOUTH SIDE OF RUNWAY END 10.  OWNERSHIP--CITY OF
 AB6025'DELAWARE, 1075 PITTSBURGH DRIVE, DELAWARE, OHIO, 43015.  AIRPORT
 AB6025'MANAGER IS DARREN MCKENZIE.  PHONE 614-363-0767.  TO REACH FROM THE
 AB6025'OVERPASS AT THE JUNCTION OF US HIGHWAYS 23 AND 42 ON THE SOUTHEAST
 AB6025'SIDE OF DELAWARE, GO SOUTHWEST AND WEST ON HIGHWAY 42 FOR 2.25 KM
 AB6025'(1.40 MI) TO A PAVED ROAD RIGHT (LONDON ROAD) .  TURN RIGHT, NORTHWEST
 AB6025'AND NORTH ON LONDON ROAD FOR 0.44 KM (0.25 MI) TO A PAVED CROSSROAD
 AB6025'(PITTSBURGH ROAD) .  TURN LEFT, NORTH, THEN WEST, ON PITTSBURGH ROAD
 AB6025'FOR 1.82 KM (1.15 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 AB6025'LEFT, SOUTH, ON THE ENTRANCE ROAD FOR 0.15 KM (0.10 MI) TO A GATE AT
 AB6025'THE APRON.  CONTINUE SOUTH, PASSING THROUGH THE GATE FOR 0.1 KM (0.05
 AB6025'MI) TO A PARALLEL TAXI AND CONNECTOR TAXI. CONTINUE SOUTH, ON THE
 AB6025'CONNECTOR AND PASSING AROUND THE RUNWAY END FOR 0.1 KM (0.05 MI) TO
 AB6025'THE STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 AB6025'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 AB6025'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AB6025'SET FLUSH THE GROUND.  IT IS 29.9 M (98.1 FT) SOUTH-SOUTHWEST OF THE
 AB6025'CENTER OF THE RUNWAY, 2.1 M (6.9 FT) SOUTHEAST OF THE EAST EDGE OF THE
 AB6025'RUNUP RAMP, AND 0.3 M (1.0 FT) WEST-NORTHWEST OF A WITNESS POST.
 AB6025'NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.
 AB6025
 AB6025                          STATION RECOVERY (2003)
 AB6025
 AB6025'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (GTF)
 AB6025'RECOVERED AS DESCRIBED.  LOCATED 259.2 FT SOUTH OF THE CENTERLINE OF
 AB6025'TAXIWAY, 98.1  FT NORTH OF THE CENTERLINE OF RUNWAY AND 58.2 FT EAST
 AB6025'OF THE CENTERLINE OF B  RUNWAY RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9603 ***********************************************************************
 AD9603  SACS        -  This is a Secondary Airport Control Station.
 AD9603  DESIGNATION -  DLZ B
 AD9603  PID         -  AD9603
 AD9603  STATE/COUNTY-  OH/DELAWARE
 AD9603  USGS QUAD   -  DELAWARE (1973)
 AD9603
 AD9603                         *CURRENT SURVEY CONTROL
 AD9603  ___________________________________________________________________
 AD9603* NAD 83(1995)-  40 16 41.96362(N)    083 05 54.98072(W)     ADJUSTED  
 AD9603* NAVD 88     -       286.73   (meters)     940.7    (feet)  GPS OBS   
 AD9603  ___________________________________________________________________
 AD9603  X           -     585,541.915 (meters)                     COMP
 AD9603  Y           -  -4,837,670.619 (meters)                     COMP
 AD9603  Z           -   4,101,774.717 (meters)                     COMP
 AD9603  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AD9603  ELLIP HEIGHT-         252.82  (meters)          (10/07/05) GPS OBS
 AD9603  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AD9603
 AD9603  HORZ ORDER  -  FIRST
 AD9603  ELLP ORDER  -  FIFTH     CLASS I
 AD9603
 AD9603.This mark is at Delaware Municipal Airport (DLZ)
 AD9603
 AD9603.The horizontal coordinates were established by GPS observations
 AD9603.and adjusted by the National Geodetic Survey in June 1997..
 AD9603
 AD9603.The orthometric height was determined by GPS observations and a
 AD9603.high-resolution geoid model.
 AD9603
 AD9603.GPS derived orthometric heights for airport stations designated as
 AD9603.PACS or SACS are published to 2 decimal places.  This maintains
 AD9603.centimeter relative accuracy between the PACS and SACS.  It does
 AD9603.not indicate centimeter accuracy relative to other marks which are
 AD9603.part of the NAVD 88 network.
 AD9603
 AD9603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9603
 AD9603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9603
 AD9603.The ellipsoidal height was determined by GPS observations
 AD9603.and is referenced to NAD 83.
 AD9603
 AD9603.The geoid height was determined by GEOID03.
 AD9603
 AD9603;                    North         East     Units Scale Factor Converg.
 AD9603;SPC OH N     -    68,097.929   549,089.591   MT  1.00003330   -0 23 35.7
 AD9603;UTM  17      - 4,460,762.031   321,586.428   MT  0.99999185   -1 21 25.6
 AD9603
 AD9603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9603!SPC OH N     -   0.99996034  x   1.00003330  =   0.99999364
 AD9603!UTM  17      -   0.99996034  x   0.99999185  =   0.99995219
 AD9603
 AD9603                          SUPERSEDED SURVEY CONTROL
 AD9603
 AD9603  ELLIP H (06/20/97)  252.88   (m)                       GP(       ) 5 1
 AD9603
 AD9603.Superseded values are not recommended for survey control.
 AD9603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9603.See file dsdata.txt to determine how the superseded data were derived.
 AD9603
 AD9603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2158660762(NAD 83)
 AD9603_MARKER: I = METAL ROD
 AD9603_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AD9603+WITH SETTING: INFORMATION.
 AD9603_STAMPING: DLZ B
 AD9603_MARK LOGO: NGS   
 AD9603_PROJECTION: RECESSED 3 CENTIMETERS
 AD9603_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9603+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9603_ROD/PIPE-DEPTH: 1.0  meters
 AD9603
 AD9603  HISTORY     - Date     Condition        Report By
 AD9603  HISTORY     - 1995     MONUMENTED       NGS
 AD9603
 AD9603                          STATION DESCRIPTION
 AD9603
 AD9603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9603'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) NORTH-NORTHWEST OF
 AD9603'COLUMBUS, ON THE SOUTHWEST SIDE OF DELEWARE AT THE DELAWARE MUNICIPAL
 AD9603'AIRPORT, IN GRASS AT THE END OF THE TAXI ALONG RUNWAY END 28, AND IN
 AD9603'LINE WITH THE THRESHOLD LIGHTS.  OWNERSHIP--CITY OF DELAWARE, 1075
 AD9603'PITTSBURGH DRIVE, DELAWARE, OH 43015.  AIRPORT MANAGER IS DARREN
 AD9603'MCKENZIE.  PHONE 614-363-0767.  TO REACH FROM THE OVERPASS AT THE
 AD9603'JUNCTION OF U.S.  HIGHWAYS 23 AND 42 ON THE SOUTHEAST SIDE OF
 AD9603'DELAWARE, GO SOUTHWEST AND WEST ON HIGHWAY 42 FOR 2.25 KM (1.40 MI) TO
 AD9603'A PAVED ROAD RIGHT (LONDON ROAD) .  TURN RIGHT, NORTHWEST AND NORTH ON
 AD9603'LONDON ROAD FOR 0.44 KM (0.25 MI) TO A PAVED CROSSROAD (PITTSBURGH
 AD9603'ROAD) .  TURN LEFT, NORTH, THEN WEST, ON PITTSBURGH ROAD FOR 1.82 KM
 AD9603'(1.15 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTH,
 AD9603'ON THE ENTRANCE ROAD FOR 0.15 KM (0.10 MI) TO A GATE AT THE APRON.
 AD9603'CONTINUE SOUTH, PASSING THROUGH THE GATE FOR 0.1 KM (0.05 MI) TO A
 AD9603'PARALLEL TAXI AND CONNECTOR TAXI.  TURN LEFT, EAST, ALONG THE TAXI FOR
 AD9603'0.64 KM (0.40 MI) TO THE JUNCTION OF THE RUNWAY. CONTINUE AHEAD,
 AD9603'SOUTH, CROSSING THE RUNWAY FOR 40 M (131.2 FT) TO A PARALLEL TAXI.
 AD9603'TURN LEFT, EAST, ALONG THE TAXI FOR 0.62 KM (0.40 MI) TO THE END OF
 AD9603'THE TAXI AND THE STATION.  THE STATION IS A SURVEY DISK ATOP A 1 M
 AD9603'(3.3 FT) LONG FENO ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AD9603'SURROUNDED BY CONCRETE SET FLUSH THE GROUND.  IT IS 25.4 M (83.3 FT)
 AD9603'SOUTH OF THE CENTER OF THE END OF THE RUNWAY, 11.5 M (37.7 FT)
 AD9603'NORTHWEST OF THE REIL, 10.1 M (33.1 FT) SOUTH-SOUTHWEST OF THE SOUTH
 AD9603'MOST THRESHOLD LIGHT, 7.1 M (23.3 FT) NORTHEAST OF A TAXI LIGHT, 6.5 M
 AD9603'(21.3 FT) EAST-SOUTHEAST OF THE EAST END OF THE TAXI PAVEMENT, AND 0.3
 AD9603'M (1.0 FT) WEST OF A WITNESS POST.  DESCRIBED BY D.G AUG THIS IS A
 AD9603'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9604 ***********************************************************************
 AD9604  CBN         -  This is a Cooperative Base Network Control Station.
 AD9604  SACS        -  This is a Secondary Airport Control Station.
 AD9604  DESIGNATION -  DLZ C
 AD9604  PID         -  AD9604
 AD9604  STATE/COUNTY-  OH/DELAWARE
 AD9604  USGS QUAD   -  DELAWARE (1973)
 AD9604
 AD9604                         *CURRENT SURVEY CONTROL
 AD9604  ___________________________________________________________________
 AD9604* NAD 83(1995)-  40 16 40.19231(N)    083 06 05.90978(W)     ADJUSTED  
 AD9604* NAVD 88     -       287.19   (meters)     942.2    (feet)  GPS OBS   
 AD9604  ___________________________________________________________________
 AD9604  X           -     585,289.870 (meters)                     COMP
 AD9604  Y           -  -4,837,737.038 (meters)                     COMP
 AD9604  Z           -   4,101,733.318 (meters)                     COMP
 AD9604  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AD9604  ELLIP HEIGHT-         253.26  (meters)          (09/23/04) GPS OBS
 AD9604  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AD9604
 AD9604  HORZ ORDER  -  A
 AD9604  ELLP ORDER  -  FOURTH    CLASS I
 AD9604
 AD9604.This mark is at Delaware Municipal Airport (DLZ)
 AD9604
 AD9604.The horizontal coordinates were established by GPS observations
 AD9604.and adjusted by the National Geodetic Survey in September 2004..
 AD9604
 AD9604.The orthometric height was determined by GPS observations and a
 AD9604.high-resolution geoid model.
 AD9604
 AD9604.GPS derived orthometric heights for airport stations designated as
 AD9604.PACS or SACS are published to 2 decimal places.  This maintains
 AD9604.centimeter relative accuracy between the PACS and SACS.  It does
 AD9604.not indicate centimeter accuracy relative to other marks which are
 AD9604.part of the NAVD 88 network.
 AD9604
 AD9604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9604
 AD9604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9604
 AD9604.The ellipsoidal height was determined by GPS observations
 AD9604.and is referenced to NAD 83.
 AD9604
 AD9604.The geoid height was determined by GEOID03.
 AD9604
 AD9604;                    North         East     Units Scale Factor Converg.
 AD9604;SPC OH N     -    68,045.070   548,831.024   MT  1.00003342   -0 23 42.9
 AD9604;UTM  17      - 4,460,713.530   321,327.019   MT  0.99999299   -1 21 32.6
 AD9604
 AD9604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9604!SPC OH N     -   0.99996027  x   1.00003342  =   0.99999369
 AD9604!UTM  17      -   0.99996027  x   0.99999299  =   0.99995326
 AD9604
 AD9604                          SUPERSEDED SURVEY CONTROL
 AD9604
 AD9604  NAD 83(1995)-  40 16 40.19198(N)    083 06 05.91012(W) AD(       ) 3
 AD9604  ELLIP H (06/20/97)  253.33   (m)                       GP(       ) 5 1
 AD9604
 AD9604.Superseded values are not recommended for survey control.
 AD9604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9604.See file dsdata.txt to determine how the superseded data were derived.
 AD9604
 AD9604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2132760714(NAD 83)
 AD9604_MARKER: I = METAL ROD
 AD9604_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AD9604+WITH SETTING: INFORMATION.
 AD9604_STAMPING: DLZ C 1995
 AD9604_MARK LOGO: OHDT  
 AD9604_PROJECTION: FLUSH
 AD9604_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9604+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 AD9604_ROD/PIPE-DEPTH: 2.4  meters
 AD9604_SLEEVE-DEPTH  : 0.9 meters
 AD9604
 AD9604  HISTORY     - Date     Condition        Report By
 AD9604  HISTORY     - 1995     MONUMENTED       OHDT
 AD9604  HISTORY     - 20030610 GOOD             WOOLPT
 AD9604
 AD9604                          STATION DESCRIPTION
 AD9604
 AD9604'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (KRA)
 AD9604'THE STATION IS LOCATED ABOUT 36.5 KM (22.70 MI) NORTHWEST OF COLUMBUS,
 AD9604'21.9 KM (13.60 MI) EAST OF MARYSVILLE, 3.4 KM (2.10 MI) SOUTH OF
 AD9604'DELAWARE, AT THE DELAWARE MUNICIPAL AIRPORT.  TO REACH FROM THE
 AD9604'DELAWARE CORPORATION CITY LIMITS ON US HIGHWAY 42, SOUTHWEST OF
 AD9604'DELAWARE, GO NORTHEAST ON US 42 FOR 2.1 KM (1.30 MI) TO THE JUNCTION
 AD9604'OF AIRPORT ROAD (COUNTY ROAD 147) , TURN LEFT, WEST, ON AIRPORT ROAD
 AD9604'FOR 0.3 KM (0.20 MI) TO THE STATION ON THE RIGHT AT AN ENTRANCE TO THE
 AD9604'AIRFIELD.  STATION MARK IS 17.4 M (57.1 FT) NORTH OF AIRPORT ROAD
 AD9604'CENTERLINE, 6.6 M (21.7 FT) EAST OF THE ENTRANCE ROAD CENTERLINE AND
 AD9604'0.4 M (1.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.  THE MARK IS
 AD9604'ACCESSIBLE AT ALL TIMES.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A
 AD9604'REQUIREMENTS.
 AD9604
 AD9604                          STATION RECOVERY (2003)
 AD9604
 AD9604'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (GTF)
 AD9604'RECOVERED AS DESCRIBED. NOTE--- AIRPORT ROAD (COUNTY ROAD 147) HAS
 AD9604'BEEN CLOSED FOR PUBLIC  USE. A LOCKED GATE IS LOCATED AT THE ROAD
 AD9604'ENTRANCE ALONG STATE  ROUTE 42. A KEY CAN BE ACQUIRED BY THE AIRPORT
 AD9604'MANAGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1363 ***********************************************************************
 JY1363  DESIGNATION -  DOANVILLE
 JY1363  PID         -  JY1363
 JY1363  STATE/COUNTY-  OH/ATHENS
 JY1363  USGS QUAD   -  NELSONVILLE (1995)
 JY1363
 JY1363                         *CURRENT SURVEY CONTROL
 JY1363  ___________________________________________________________________
 JY1363* NAD 83(1995)-  39 25 32.11902(N)    082 11 21.91255(W)     ADJUSTED  
 JY1363* NAVD 88     -       204.2    (meters)     670.     (feet)  GPS OBS   
 JY1363  ___________________________________________________________________
 JY1363  X           -     670,467.293 (meters)                     COMP
 JY1363  Y           -  -4,887,818.017 (meters)                     COMP
 JY1363  Z           -   4,029,033.373 (meters)                     COMP
 JY1363  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 JY1363  ELLIP HEIGHT-         170.09  (meters)          (10/07/05) GPS OBS
 JY1363  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JY1363
 JY1363  HORZ ORDER  -  FIRST
 JY1363  ELLP ORDER  -  FOURTH    CLASS I
 JY1363
 JY1363.The horizontal coordinates were established by GPS observations
 JY1363.and adjusted by the National Geodetic Survey in April 1998..
 JY1363
 JY1363.The orthometric height was determined by GPS observations and a
 JY1363.high-resolution geoid model.
 JY1363
 JY1363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1363
 JY1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1363
 JY1363.The ellipsoidal height was determined by GPS observations
 JY1363.and is referenced to NAD 83.
 JY1363
 JY1363.The geoid height was determined by GEOID03.
 JY1363
 JY1363;                    North         East     Units Scale Factor Converg.
 JY1363;SPC OH S     -   158,305.284   626,740.737   MT  0.99993617   +0 11 49.4
 JY1363;UTM  17      - 4,364,681.238   397,624.430   MT  0.99972904   -0 45 19.6
 JY1363
 JY1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1363!SPC OH S     -   0.99997332  x   0.99993617  =   0.99990949
 JY1363!UTM  17      -   0.99997332  x   0.99972904  =   0.99970236
 JY1363
 JY1363|---------------------------------------------------------------------|
 JY1363| PID    Reference Object                     Distance      Geod. Az  |
 JY1363|                                                           dddmmss.s |
 JY1363| CE5972 DOANVILLE RM 1                       23.678 METERS 24112     |
 JY1363| JY1362 KIMBERLY                            APPROX. 1.2 KM 2630935.4 |
 JY1363| CE5971 DOANVILLE AZ MK                                    3144951.1 |
 JY1363| CE5973 DOANVILLE RM 2                       35.811 METERS 32750     |
 JY1363|---------------------------------------------------------------------|
 JY1363
 JY1363                          SUPERSEDED SURVEY CONTROL
 JY1363
 JY1363  ELLIP H (04/01/98)  170.11   (m)                       GP(       ) 4 1
 JY1363  NAD 83(1986)-  39 25 32.11976(N)    082 11 21.91516(W) AD(       ) 1
 JY1363  NAD 83(1986)-  39 25 32.12347(N)    082 11 21.91763(W) AD(       ) 2
 JY1363  NAD 27      -  39 25 31.86800(N)    082 11 22.38600(W) AD(       ) 2
 JY1363  NGVD 29 (07/19/86)  204.36   (m)          670.5    (f) LEVELING    3  
 JY1363
 JY1363.Superseded values are not recommended for survey control.
 JY1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1363.See file dsdata.txt to determine how the superseded data were derived.
 JY1363
 JY1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9762464681(NAD 83)
 JY1363_MARKER: DS = TRIANGULATION STATION DISK
 JY1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1363_STAMPING: DOANVILLE 1944
 JY1363_MARK LOGO: CGS   
 JY1363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1363+STABILITY: SURFACE MOTION
 JY1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1363+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 JY1363
 JY1363  HISTORY     - Date     Condition        Report By
 JY1363  HISTORY     - 1944     MONUMENTED       CGS
 JY1363  HISTORY     - 1970     GOOD             NGS
 JY1363  HISTORY     - 19950920 GOOD             GEOONE
 JY1363
 JY1363                          STATION DESCRIPTION
 JY1363
 JY1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JY1363'STATION IS LOCATED 3 MILES SE OF NELSONVILLE, 3-1/2 MILES (AIR LINE)
 JY1363'NW OF CHAUNCEY, 37 FEET NE OF THE CENTER LINE OF U.S. HIGHWAY 33,
 JY1363'16 FEET S OF S CORNER OF AN UNPAINTED BARN, AND 19.5 FEET N OF NW END
 JY1363'OF A STEEL GUARDRAIL.  DISK IS STAMPED DOANVILLE 1944 AND IS FLUSH
 JY1363'WITH THE SURFACE OF THE GROUND.
 JY1363'
 JY1363'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 JY1363'SET IN CONCRETE.
 JY1363'
 JY1363'REFERENCE MARK 1 IS 37 FEET SW OF THE CENTER LINE OF HIGHWAY.  IT IS
 JY1363'STAMPED DOANVILLE NO 1 1944 AND IS FLUSH WITH THE SURFACE OF THE
 JY1363'GROUND.
 JY1363'
 JY1363'REFERENCE MARK 2 IS 36 FEET NE OF THE CENTER LINE OF HIGHWAY.  IT IS
 JY1363'STAMPED DOANVILLE NO 2 1944 AND IS FLUSH WITH THE SURFACE OF THE
 JY1363'GROUND.
 JY1363'
 JY1363'AZIMUTH MARK IS 0.8 MILE BY ROAD NW OF STATION, 40 FEET SW OF THE
 JY1363'CENTER LINE OF U.S. HIGHWAY 33, AND 3 FEET E OF
 JY1363'POWER-TRANSMISSION LINE POLE 29.  THE DISK PROJECTS ABOUT 6 INCHES
 JY1363'ABOVE THE GROUND.  TO REACH FROM THE STATION, GO NW ON U.S. HIGHWAY
 JY1363'33 FOR 0.8 MILE TO THE MARK ON THE LEFT.
 JY1363'
 JY1363'TO REACH THE STATION FROM THE W.M. BROOKS SHOE FACTORY AND THE
 JY1363'TRAFFIC LIGHT ON U.S. HIGHWAY 33 IN NELSONVILLE, GO SE ON HIGHWAY
 JY1363'33 FOR 3.1 MILES TO THE STATION ON THE LEFT.
 JY1363'
 JY1363'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JY1363
 JY1363                          STATION RECOVERY (1970)
 JY1363
 JY1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JY1363'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 JY1363'RECOVERED IN EXCELLENT CONDITION.  A COMPLETE AND EXTENDED SEARCH
 JY1363'WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND, AND IS
 JY1363'BELIEVED DESTROYED BY NEW HIGHWAY CONSTRUCTION IN THE AREA.  NO
 JY1363'NEW AZIMUTH MARK WAS ESTABLISHED.  THE STATION WAS OCCUPIED AND THE
 JY1363'HORIZONTAL ANGLE MEASURED BETWEEN THE REFERENCE MARKS, AND THE
 JY1363'ANGLE CHECKED THE 1944 OBSERVATIONS WITHIN THE REQUIRED LIMITS.  IN
 JY1363'CHECKING THE HORIZONTAL MEASURED DISTANCES BETWEEN THE STATION
 JY1363'AND THE REFERENCE MARKS A DISCREPANCY OF -0.06 OF A FOOT WAS NOTED
 JY1363'FOR REFERENCE MARK NO. 1 AND -0.08 OF A FOOT FOR REFERENCE MARK NO.
 JY1363'2.
 JY1363'
 JY1363'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JY1363'
 JY1363'THE STATION IS LOCATED ALONG THE EAST SIDE OF OLD U.S. HIGHWAY 33
 JY1363'ABOUT 3-1/2 MILES NORTHWEST OF CHAUNCY, ABOUT 3 MILES SOUTHEAST OF
 JY1363'NELSONVILLE, ABOUT 0.55 OF A MILE SOUTHEAST OF THE DOANVILLE
 JY1363'CEMETERY, AND ON THE PROPERTY OF MRS. WILLIAM H. HEWITT.
 JY1363'
 JY1363'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 JY1363'ROUTE 278 IN NELSONVILLE, GO SOUTHEASTERLY ON U.S.  HIGHWAY 33 FOR
 JY1363'1.05 MILES TO THE JUNCTION WITH STATE ROUTE 78 ON THE LEFT.  HERE
 JY1363'CONTINUE SOUTHEASTERLY ON U.S. HIGHWAY 33 FOR 1.0 MILE TO THE
 JY1363'JUNCTION OF STATE ROUTE 691 ON THE RIGHT.  HERE CONTINUE
 JY1363'SOUTHEASTERLY ON U.S. HIGHWAY 33 FOR 0.7 OF A MILE TO WHERE OLD U.S.
 JY1363'HIGHWAY 33 BEARS LEFT AND NEW U.S. HIGHWAY 33 BEARS RIGHT.  HERE BEAR
 JY1363'LEFT ON OLD U.S. HIGHWAY 33 AND CONTINUE SOUTHEASTERLY FOR 0.2
 JY1363'OF A MILE TO THE ENTRANCE INTO THE DOANVILLE CEMETERY ON THE LEFT,
 JY1363'CONTINUE SOUTHEASTERLY ON OLD U.S. HIGHWAY 33 FOR 0.55 OF A MILE
 JY1363'TO THE STATION ON THE LEFT SOUTH OF A HOUSE AS DESCRIBED.
 JY1363'
 JY1363'THE STATION IS 152 FEET SOUTH OF THE SOUTHWEST CORNER OF THE PORCH OF
 JY1363'MRS. HEWITTS HOME, 125 FEET SOUTHEAST OF A 30- INCH, TWIN TRUNKED
 JY1363'BLACK WALNUT TREE, 124 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE
 JY1363'OF A STORM CELLAR, 37 FEET NORTHEAST OF THE APPROXIMATE CENTER
 JY1363'OF OLD U.S. HIGHWAY 33, 19.5 FEET NORTHEAST OF THE NORTH END OF A
 JY1363'METAL GUARDRAIL, AND 1.7 FEET WEST OF A METAL WITNESS POST AND
 JY1363'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 JY1363'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED DOANVILLE
 JY1363'1944.
 JY1363'
 JY1363'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION, 86 FEET
 JY1363'SOUTH-SOUTHEAST OF GUYED UTILITY POLE NO. 15, 58 FEET
 JY1363'WEST-SOUTHWEST OF THE NORTH END OF A METAL GUARDRAIL, 40 FEET
 JY1363'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF OLD U.S.  HIGHWAY 33, AND
 JY1363'1.4 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN SET IN A
 JY1363'WOVEN WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 JY1363'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 JY1363'DISK IS STAMPED DOANVILLE NO 1 1944.
 JY1363'
 JY1363'REFERENCE MARK NO. 2 IS 83 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 JY1363'CENTER OF A GRAVELED DRIVEWAY, 69 FEET SOUTHWEST OF THE SOUTHWEST
 JY1363'CORNER OF THE PORCH, 30 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTER
 JY1363'OF OLD U.S. HIGHWAY 33, 20 FEET SOUTHWEST OF THE CENTER OF THE
 JY1363'ENTRANCE INTO THE STORM CELLAR, 12 FEET SOUTH OF THE 30-INCH, TWIN
 JY1363'TRUNKED BLACK WALNUT TREE, AND IN A TENDED LAWN AREA.  IT IS A
 JY1363'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT
 JY1363'ABOUT 4 INCHES BELOW THE SWARD AND THE DISK IS STAMPED DOANVILLE NO
 JY1363'2 1944.
 JY1363'
 JY1363'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 JY1363'REFERENCE MARK NO. 2 IS 137.00 FEET - (41.758) METERS.
 JY1363
 JY1363                          STATION RECOVERY (1995)
 JY1363
 JY1363'RECOVERY NOTE BY GEOONE INCORPORATED 1995 (JDW)
 JY1363'RECOVERED AS DESCRIBED.  STATION IS LOCATED APPROXIMATELY 10 FT.SOUTH
 JY1363'OF A SMALL BARN (ABOUT 12 FT.HIGH).  SATELLITES IN MID TO LOWER
 JY1363'NORTHERN QUADRANT (NONE CURRENTLY) ARE OBSCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0290 ***********************************************************************
 MD0290  DESIGNATION -  DOCTOR
 MD0290  PID         -  MD0290
 MD0290  STATE/COUNTY-  OH/PAULDING
 MD0290  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0290
 MD0290                         *CURRENT SURVEY CONTROL
 MD0290  ___________________________________________________________________
 MD0290* NAD 83(1995)-  41 10 01.08100(N)    084 48 12.82225(W)     ADJUSTED  
 MD0290* NAVD 88     -       226.252  (meters)     742.30   (feet)  ADJUSTED  
 MD0290  ___________________________________________________________________
 MD0290  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 MD0290  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MD0290  DYNAMIC HT  -         226.161 (meters)     742.00  (feet)  COMP
 MD0290  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 MD0290
 MD0290  HORZ ORDER  -  SECOND
 MD0290  VERT ORDER  -  SECOND    CLASS 0
 MD0290
 MD0290.The horizontal coordinates were established by classical geodetic methods
 MD0290.and adjusted by the National Geodetic Survey in April 1998..
 MD0290
 MD0290.The orthometric height was determined by differential leveling
 MD0290.and adjusted by the National Geodetic Survey in June 1991..
 MD0290
 MD0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0290
 MD0290.The geoid height was determined by GEOID03.
 MD0290
 MD0290.The dynamic height is computed by dividing the NAVD 88
 MD0290.geopotential number by the normal gravity value computed on the
 MD0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0290.degrees latitude (g = 980.6199 gals.).
 MD0290
 MD0290.The modeled gravity was interpolated from observed gravity values.
 MD0290
 MD0290;                    North         East     Units Scale Factor Converg.
 MD0290;SPC OH N     -   169,155.311   406,713.270   MT  0.99994064   -1 30 48.0
 MD0290;UTM  16      - 4,559,617.730   684,262.988   MT  1.00001788   +1 26 46.4
 MD0290
 MD0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0290!SPC OH N     -   0.99996975  x   0.99994064  =   0.99991040
 MD0290!UTM  16      -   0.99996975  x   1.00001788  =   0.99998763
 MD0290
 MD0290:                Primary Azimuth Mark                     Grid Az
 MD0290:SPC OH N     -  MC 01                                    153 26 30.3
 MD0290:UTM  16      -  MC 01                                    150 28 55.9
 MD0290
 MD0290|---------------------------------------------------------------------|
 MD0290| PID    Reference Object                     Distance      Geod. Az  |
 MD0290|                                                           dddmmss.s |
 MD0290| MD1792 MC 01                               APPROX. 0.6 KM 1515542.3 |
 MD0290| MD0286 MCCURDY                             APPROX. 0.6 KM 1784213.3 |
 MD0290|---------------------------------------------------------------------|
 MD0290
 MD0290                          SUPERSEDED SURVEY CONTROL
 MD0290
 MD0290  NAD 83(1986)-  41 10 01.08271(N)    084 48 12.83798(W) AD(       ) 2
 MD0290  NAD 27      -  41 10 00.90420(N)    084 48 12.97640(W) AD(       ) 2
 MD0290  NGVD 29 (??/??/92)  226.394  (m)          742.76   (f) ADJ UNCH    2 0
 MD0290
 MD0290.Superseded values are not recommended for survey control.
 MD0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0290.See file dsdata.txt to determine how the superseded data were derived.
 MD0290
 MD0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8426359618(NAD 83)
 MD0290_MARKER: DE = TRAVERSE STATION DISK
 MD0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0290_STAMPING: DOCTOR 1963
 MD0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0290+STABILITY: SURFACE MOTION
 MD0290
 MD0290  HISTORY     - Date     Condition        Report By
 MD0290  HISTORY     - 1963     MONUMENTED       CGS
 MD0290  HISTORY     - 1963     GOOD             CGS
 MD0290
 MD0290                          STATION DESCRIPTION
 MD0290
 MD0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MD0290'STATION LOCATED 3.6 MILES WEST OF THE POST OFFICE IN ANTWERP, OHIO ON
 MD0290'THE INDIANA-OHIO STATE
 MD0290'LINE.  TO REACH FROM THE POST OFFICE IN ANTWERP, DRIVE 3.65 MILES
 MD0290'WEST-SOUTHWEST ON U.S. HGHWAY 24 TO
 MD0290'THE OHIO-INDIANA STATE LINE, TURN RIGHT AND GO
 MD0290'0.3 MILE NORTH ON PAULDING COUNTY ROAD 250 (STATE-LINE
 MD0290'ROAD) TO THE FARM HOUSE OF
 MD0290'MR. DOCTOR, TURN LEFT AND GO 0.05 MILE UP MR. DOCTORS DRIVEWAY TO THE
 MD0290'BARN, THEN WALK 0.05 MILE
 MD0290'NORTH THROUGH A CULTIVATED FIELD TO THE MARK ALONG THE SOUTH
 MD0290'BANK OF MAUREE RIVER.  THE MARK IS
 MD0290'238.0 FEET NORTH OF THE NORTHWEST CORNER OF
 MD0290'MR. DOCTORS BARN, AND 46.1 FEET WEST OF AN OAK TREE.
 MD0290'A STANDARD TRAVERSE DISK
 MD0290'STAMPED DOCTOR 1963, SET IN TOP OF AND 12 INCH ROUND CONCRETE
 MD0290'MONUMENT THAT PROJECTS 3 INCHES
 MD0290'ABOVE AN 8 FOOT ROUND CONCRETE CAMERA TARGET.
 MD0290
 MD0290                          STATION RECOVERY (1963)
 MD0290
 MD0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0290'3.6 MI W FROM ANTWERP.
 MD0290'LOCATED 3.6 MILES WEST OF THE POST OFFICE IN ANTWERP ON
 MD0290'OHIO-INDIANA STATE-LINE.  TO REACH FROM THE POST OFFICE IN
 MD0290'ANTWERP, DRIVE 3.65 MILES WEST-SOUTHWEST ON U.S. HIGHWAY 24 TO
 MD0290'THE OHIO-INDIANA LINE, TURN RIGHT AND GO 0.3 MILE NORTH ON
 MD0290'PAULDING COUNTY ROAD 250 (STATE-LINE ROAD) TO THE FARM HOUSE
 MD0290'OF MR. DOCTOR, TURN LEFT AND GO 0.05 MILE UP MR. DOCTORS DRIVEWAY
 MD0290'TO THE BARN AND WALK 0.05 MILE NORTH THROUGH A CULTIVATED FIELD
 MD0290'TO MARK ALONG SOUTH BANK OF MAUMEE RIVER.  IT IS 238.0 FEET NORTH
 MD0290'OF THE NORTHWEST CORNER OF MR. DOCTORS BARN, 46.1 FEET WEST
 MD0290'OF AN OAK TREE.  A STANDARD TRAVERSE DISK STAMPED DOCTOR 1963,
 MD0290'SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 MD0290'3 INCHES ABOVE AN 8 FOOT ROUND CAMERA TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2052 ***********************************************************************
 KZ2052  DESIGNATION -  DODGE
 KZ2052  PID         -  KZ2052
 KZ2052  STATE/COUNTY-  OH/UNION
 KZ2052  USGS QUAD   -  SHAWNEE HILLS (1980)
 KZ2052
 KZ2052                         *CURRENT SURVEY CONTROL
 KZ2052  ___________________________________________________________________
 KZ2052* NAD 83(1995)-  40 09 36.53598(N)    083 12 58.36008(W)     ADJUSTED  
 KZ2052* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 KZ2052  ___________________________________________________________________
 KZ2052  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 KZ2052  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KZ2052
 KZ2052  HORZ ORDER  -  FIRST
 KZ2052
 KZ2052.The horizontal coordinates were established by classical geodetic methods
 KZ2052.and adjusted by the National Geodetic Survey in April 1998..
 KZ2052
 KZ2052.The orthometric height was scaled from a topographic map.
 KZ2052
 KZ2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2052
 KZ2052.The geoid height was determined by GEOID03.
 KZ2052
 KZ2052;                    North         East     Units Scale Factor Converg.
 KZ2052;SPC OH N     -    55,051.192   538,979.897   MT  1.00006354   -0 28 13.9
 KZ2052;SPC OH S     -   240,057.395   538,982.046   MT  1.00002755   -0 27 16.0
 KZ2052;UTM  17      - 4,447,887.213   311,259.554   MT  1.00003854   -1 25 47.0
 KZ2052
 KZ2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2052!SPC OH N     -   0.99995603  x   1.00006354  =   1.00001956
 KZ2052!SPC OH S     -   0.99995603  x   1.00002755  =   0.99998357
 KZ2052!UTM  17      -   0.99995603  x   1.00003854  =   0.99999456
 KZ2052
 KZ2052|---------------------------------------------------------------------|
 KZ2052| PID    Reference Object                     Distance      Geod. Az  |
 KZ2052|                                                           dddmmss.s |
 KZ2052| CE5975 DODGE RM 1                           74.429 METERS 02812     |
 KZ2052| CE5976 DODGE RM 2                           45.385 METERS 09831     |
 KZ2052| KZ2053 DODGE 2                             254.032 METERS 17735     |
 KZ2052| KZ2057 DODGE 2 TEMP STAKE                  244.937 METERS 19305     |
 KZ2052| CE5974 DODGE AZ MK                                        2001407.4 |
 KZ2052| KZ2058 JAHN RESET                          APPROX. 6.6 KM 2714234.7 |
 KZ2052|---------------------------------------------------------------------|
 KZ2052
 KZ2052                          SUPERSEDED SURVEY CONTROL
 KZ2052
 KZ2052  NAD 83(1986)-  40 09 36.54401(N)    083 12 58.36833(W) AD(       ) 1
 KZ2052  NAD 27      -  40 09 36.32100(N)    083 12 58.67300(W) AD(       ) 1
 KZ2052
 KZ2052.Superseded values are not recommended for survey control.
 KZ2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2052.See file dsdata.txt to determine how the superseded data were derived.
 KZ2052
 KZ2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1126047887(NAD 83)
 KZ2052_MARKER: DS = TRIANGULATION STATION DISK
 KZ2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2052_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ2052_STAMPING: DODGE 1933
 KZ2052_MARK LOGO: CGS   
 KZ2052
 KZ2052  HISTORY     - Date     Condition        Report By
 KZ2052  HISTORY     - 1933     MONUMENTED       CGS
 KZ2052  HISTORY     - 1959     GOOD             CGS
 KZ2052  HISTORY     - 1964     GOOD             CGS
 KZ2052
 KZ2052                          STATION DESCRIPTION
 KZ2052
 KZ2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ2052'STATION IS ABOUT 1
 KZ2052'MILE NORTHEAST OF
 KZ2052'NEW CALIFORNIA, ON THE HIGHEST POINT ON PASTURE
 KZ2052'LAND OWNED BY A MRS. DODGE, ABOUT
 KZ2052'150 YARDS NORTHWEST OF
 KZ2052'BARN, 81 FEET SOUTH OF A LONE LEANING WILD CHERRY
 KZ2052'TREE, 115
 KZ2052'FEET SOUTHEAST OF THE EASTERLY ONE OF TWO WILD CHERRY TREES
 KZ2052'(THESE TREES ARE
 KZ2052'THE ONLY ONES ON THE KNOLL), AND MARK IS UNDER
 KZ2052'GROUND 14 INCHES.
 KZ2052'
 KZ2052'TO REACH FROM NEW CALIFORNIA, GO SOUTHEAST ON STATE HIGHWAY
 KZ2052'31 FOR 0.5 MILE,
 KZ2052'TURN LEFT (NORTHEAST) AND GO 1.2 MILES TO
 KZ2052'THE FARM OF MRS. DODGE, THENCE OUT
 KZ2052'THROUGH THE BARNLOT TO STATION.
 KZ2052'TRUCK TO STATION.
 KZ2052'
 KZ2052'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 KZ2052'STANDARD BRONZE
 KZ2052'DISKS IN CONCRETE.
 KZ2052'
 KZ2052'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION, IN THE
 KZ2052'WIRE FENCE LINE TO
 KZ2052'THE NORTHEAST OF STATION, 25 FEET SOUTH OF A
 KZ2052'10-INCH ASH IN THE FENCE, AND
 KZ2052'PROJECTS 8 INCHES.  REFERENCE MARK
 KZ2052'NO. 2 IS EAST OF STATION, IN THE FENCE LINE, 5
 KZ2052'FEET NORTH OF AN
 KZ2052'8-INCH ASH, AND PROJECTS 8 INCHES.
 KZ2052'
 KZ2052'AZIMUTH MARK IS 0.2 MILE SOUTH-SOUTHWEST OF STATION, AT THE
 KZ2052'EAST CORNER OF
 KZ2052'WOODS TO SOUTHWEST OF STATION, 25 FEET NORTHWEST
 KZ2052'OF CENTER LINE OF HIGHWAY, 15
 KZ2052'FEET SOUTHWEST OF A 2-1/2 FOOT
 KZ2052'ELM, AND PROJECTS 5 INCHES.
 KZ2052
 KZ2052                          STATION RECOVERY (1959)
 KZ2052
 KZ2052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HBW)
 KZ2052'STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND UNDISTURBED.  LAND IS
 KZ2052'NOW OWNED BY CLINTON SPRAGUE OF
 KZ2052'PLAIN CITY, OHIO, ROUTE 3 WHO SHOULD BE CONTACTED BEFORE USING
 KZ2052'STATION.
 KZ2052
 KZ2052                          STATION RECOVERY (1964)
 KZ2052
 KZ2052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 KZ2052'ALL MARKS RECOVERED IN APPARENTLY GOOD CONDITION.  RECOVERY MADE
 KZ2052'WITHOUT A DESCRIPTION, BUT A
 KZ2052'RECOVERY MADE IN LATE AFTERNOON OF 17 SEPTEMBER 1964 INDICATED THAT
 KZ2052'THE ORIGINAL DESCRIPTION WAS
 KZ2052'CORRECT AND ADEQUATE.
 KZ2052'
 KZ2052'UPON THE LANDOWNERS REQUEST, ALL MARKS EXCEPT 1A OR 1B SURFACE
 KZ2052'STATION MARK ABOUT 1.2 FEET
 KZ2052'UNDERGROUND AND THE SUBSURFACE MARK FOR SAME WERE DESTROYED AFTER THE
 KZ2052'ESTABLISHMENT OF DODGE 2 FOR WHICH SEE
 KZ2052'DESCRIPTION THEREOF.
 KZ2052'
 KZ2052'THE LANDOWNERS, MR. AND MRS. CLINTON T. SPRAGUE WHO LIVE ABOUT A MILE
 KZ2052'S OF STATION SHOULD BE
 KZ2052'CONTACTED BEFORE ANY FUTURE USE OF THE SUBJECTS STATION.  IN ANY
 KZ2052'EVENT AFTER PERMISSION, SPECIAL
 KZ2052'CARE SHOULD BE TAKEN THAT NO HOLE DANGEROUS TO FARM MACHINERY BE
 KZ2052'LEFT AT THE STATION WHICH IS IN
 KZ2052'CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2053 ***********************************************************************
 KZ2053  DESIGNATION -  DODGE 2
 KZ2053  PID         -  KZ2053
 KZ2053  STATE/COUNTY-  OH/UNION
 KZ2053  USGS QUAD   -  SHAWNEE HILLS (1980)
 KZ2053
 KZ2053                         *CURRENT SURVEY CONTROL
 KZ2053  ___________________________________________________________________
 KZ2053* NAD 83(1995)-  40 09 28.30726(N)    083 12 57.90597(W)     ADJUSTED  
 KZ2053* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 KZ2053  ___________________________________________________________________
 KZ2053  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 KZ2053  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KZ2053
 KZ2053  HORZ ORDER  -  THIRD
 KZ2053
 KZ2053.The horizontal coordinates were established by classical geodetic methods
 KZ2053.and adjusted by the National Geodetic Survey in April 1998..
 KZ2053.No horizontal observational check was made to the station.
 KZ2053
 KZ2053.The orthometric height was scaled from a topographic map.
 KZ2053
 KZ2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2053
 KZ2053.The geoid height was determined by GEOID03.
 KZ2053
 KZ2053;                    North         East     Units Scale Factor Converg.
 KZ2053;SPC OH N     -    54,797.291   538,988.559   MT  1.00006416   -0 28 13.6
 KZ2053;SPC OH S     -   239,803.506   538,990.780   MT  1.00002701   -0 27 15.7
 KZ2053;UTM  17      - 4,447,633.209   311,263.966   MT  1.00003852   -1 25 46.4
 KZ2053
 KZ2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2053!SPC OH N     -   0.99995650  x   1.00006416  =   1.00002065
 KZ2053!SPC OH S     -   0.99995650  x   1.00002701  =   0.99998350
 KZ2053!UTM  17      -   0.99995650  x   1.00003852  =   0.99999501
 KZ2053
 KZ2053|---------------------------------------------------------------------|
 KZ2053| PID    Reference Object                     Distance      Geod. Az  |
 KZ2053|                                                           dddmmss.s |
 KZ2053| CE5979 DODGE 2 RM 4                         15.301 METERS 05513     |
 KZ2053| CE5977 DODGE 2 AZ MK                                      0582726.9 |
 KZ2053| CE5978 DODGE 2 RM 3                         27.337 METERS 23803     |
 KZ2053| KZ2057 DODGE 2 TEMP STAKE                   67.926 METERS 28257     |
 KZ2053| KZ2052 DODGE                               254.032 METERS 35735     |
 KZ2053|---------------------------------------------------------------------|
 KZ2053
 KZ2053                          SUPERSEDED SURVEY CONTROL
 KZ2053
 KZ2053  NAD 83(1986)-  40 09 28.31534(N)    083 12 57.91424(W) AD(       ) 3
 KZ2053  NAD 27      -  40 09 28.09200(N)    083 12 58.21900(W) AD(       ) 3
 KZ2053
 KZ2053.Superseded values are not recommended for survey control.
 KZ2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2053.See file dsdata.txt to determine how the superseded data were derived.
 KZ2053
 KZ2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1126447633(NAD 83)
 KZ2053_MARKER: DS = TRIANGULATION STATION DISK
 KZ2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ2053_STAMPING: DODGE 2 1964
 KZ2053_MARK LOGO: CGS   
 KZ2053
 KZ2053  HISTORY     - Date     Condition        Report By
 KZ2053  HISTORY     - 1964     MONUMENTED       CGS
 KZ2053
 KZ2053                          STATION DESCRIPTION
 KZ2053
 KZ2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JB)
 KZ2053'ABOUT 0.6 MILE SOUTHERLY ALONG NO. 33 U.S. HWY. FROM ITS
 KZ2053'INTERSECTION WITH NO. 42 U.S. HWY. AT NEW
 KZ2053'CALIFORNIA, THENCE 0.85 MILE NORTHERLY TO STATION ON LEFT, ON CREST OF
 KZ2053'SLIGHT RIDGE, 64 FEET WNW OF
 KZ2053'CREOSOTED POWER POLE, 59 FEET WSW OF ANOTHER, 22 FEET NNW OF CENTER
 KZ2053'LINE OF 18-FOOT ASPHALT ROAD PAVEMENT,
 KZ2053'1.1 FEET LOWER THAN SAME, 3.0 FEET S OF STEEL WITNESS
 KZ2053'MARK, AND FLUSH WITH THE GROUND.
 KZ2053'
 KZ2053'R.M. NO. 3 IS 24 FEET NNW OF C/L OF ROAD, 0.6 FOOT LOWER THAN SAME,
 KZ2053'AND 1.9 FEET NNE OF STEEL WITNESS
 KZ2053'POST, AND FLUSH WITH THE GROUND.
 KZ2053'
 KZ2053'R.M. NO. 4 IS 23 FEET NNW OF CENTER LINE OF PAVEMENT, 0.3 FOOT LOWER
 KZ2053'THAN SAME, 8.6 FEET WSW OF
 KZ2053'CREOSOTED TELEPHONE POLE, AND FLUSH WITH THE GROUND.
 KZ2053'
 KZ2053'AZ. MK. IS NEAR E END OF SHARP ROAD CURVE, 28 FEET N OF C/L OF ROAD
 KZ2053'ON CURVE, 28 FT.  SE OF PROJD. C/L
 KZ2053'OF ROAD TANGENT FROM SW, 26 FEET N OF THAT FROM THE E, 0.9 FOOT LOWER
 KZ2053'THAN C/L OF THE ROAD, 2.0 FEET W OF
 KZ2053'STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0023 ***********************************************************************
 JZ0023  DESIGNATION -  DODSON
 JZ0023  PID         -  JZ0023
 JZ0023  STATE/COUNTY-  OH/MONTGOMERY
 JZ0023  USGS QUAD   -  BROOKVILLE (1987)
 JZ0023
 JZ0023                         *CURRENT SURVEY CONTROL
 JZ0023  ___________________________________________________________________
 JZ0023* NAD 83(1995)-  39 51 10.37195(N)    084 27 02.54577(W)     ADJUSTED  
 JZ0023* NAVD 88     -       322.294  (meters)    1057.39   (feet)  ADJUSTED  
 JZ0023  ___________________________________________________________________
 JZ0023  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 JZ0023  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JZ0023  DYNAMIC HT  -         322.115 (meters)    1056.81  (feet)  COMP
 JZ0023  MODELED GRAV-     980,062.0   (mgal)                       NAVD 88
 JZ0023
 JZ0023  HORZ ORDER  -  FIRST
 JZ0023  VERT ORDER  -  SECOND    CLASS 0
 JZ0023
 JZ0023.The horizontal coordinates were established by classical geodetic methods
 JZ0023.and adjusted by the National Geodetic Survey in May 1999..
 JZ0023
 JZ0023.The orthometric height was determined by differential leveling
 JZ0023.and adjusted by the National Geodetic Survey in June 1991..
 JZ0023
 JZ0023.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0023
 JZ0023.The geoid height was determined by GEOID03.
 JZ0023
 JZ0023.The dynamic height is computed by dividing the NAVD 88
 JZ0023.geopotential number by the normal gravity value computed on the
 JZ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0023.degrees latitude (g = 980.6199 gals.).
 JZ0023
 JZ0023.The modeled gravity was interpolated from observed gravity values.
 JZ0023
 JZ0023;                    North         East     Units Scale Factor Converg.
 JZ0023;SPC OH S     -   207,501.167   433,082.766   MT  0.99996928   -1 14 15.9
 JZ0023;UTM  16      - 4,414,538.862   718,086.160   MT  1.00018557   +1 38 03.4
 JZ0023
 JZ0023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0023!SPC OH S     -   0.99995466  x   0.99996928  =   0.99992394
 JZ0023!UTM  16      -   0.99995466  x   1.00018557  =   1.00014022
 JZ0023
 JZ0023                          SUPERSEDED SURVEY CONTROL
 JZ0023
 JZ0023  NAD 83(1995)-  39 51 10.37640(N)    084 27 02.54079(W) AD(       ) 1
 JZ0023  NAD 83(1986)-  39 51 10.38294(N)    084 27 02.55469(W) AD(       ) 1
 JZ0023  NAD 27      -  39 51 10.18700(N)    084 27 02.73700(W) AD(       ) 1
 JZ0023  NGVD 29 (??/??/92)  322.46   (m)         1057.9    (f) COMPUTED    2 0
 JZ0023
 JZ0023.Superseded values are not recommended for survey control.
 JZ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0023.See file dsdata.txt to determine how the superseded data were derived.
 JZ0023
 JZ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK1808614539(NAD 83)
 JZ0023_MARKER: DS = TRIANGULATION STATION DISK
 JZ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0023+STABILITY: SURFACE MOTION
 JZ0023
 JZ0023  HISTORY     - Date     Condition        Report By
 JZ0023  HISTORY     - 1927     MONUMENTED       CGS
 JZ0023  HISTORY     - 1935     GOOD             CGS
 JZ0023  HISTORY     - 1946     MARK NOT FOUND   CGS
 JZ0023  HISTORY     - 1947     MARK NOT FOUND   NGS
 JZ0023  HISTORY     - 1959     SEE DESCRIPTION  USGS
 JZ0023
 JZ0023                          STATION DESCRIPTION
 JZ0023
 JZ0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ0023'ABOUT 1/4 MILE W OF DODSON, AT THE CROSSING OF THE PENNSYLVANIA
 JZ0023'RAILROAD, AND SECTION LINE ROAD ON THE HALF SECTION LINE KNOWN
 JZ0023'AS THE TEMPLE ROAD. IT IS 4.96 METERS (16.28 FEET) N OF THE N RAIL OF
 JZ0023'THE RAILROAD TRACK AND 47.000 METERS (154.20 FEET) W OF THE CENTER
 JZ0023'OF THE INTERSECTION OF THE RAILROAD AND THE HIGHWAY.
 JZ0023'
 JZ0023'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 JZ0023'
 JZ0023'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.2 METERS.
 JZ0023
 JZ0023                          STATION RECOVERY (1935)
 JZ0023
 JZ0023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JZ0023'THIS TRAVERSE STATION RECOVERED AS DESCRIBED. THE MARK IS IN GOOD
 JZ0023'CONDITION, EXCEPT, THE MARK IS ON THE SLOPE OF THE BANK IN A CUT,
 JZ0023'THE DIRT HAS SLID AWAY LEAVING ABOUT 18 INCHES OF ONE SIDE OF THE
 JZ0023'CONCRETE BLOCK EXPOSED. THE BLOCK IS 12 INCHES SQUARE ON TOP AND
 JZ0023'ABOUT 16 INCHES SQUARE BELOW THE TOP FORM. THE BLOCK IS ON A SOLID
 JZ0023'FOUNDATION AND HAS NOT SHIFTED OUT OF POSITION. THE STATION IS ON
 JZ0023'NE SIDE OF THE PENNSYLVANIA RAILROAD ABOUT 2 MILES NW AIR LINE FROM
 JZ0023'BROOKSVILLE.
 JZ0023'
 JZ0023'TO REACH FROM BROOKSVILLE, FOLLOW GRAVEL ROADS ON SECTION LINES N AND
 JZ0023'W TO THE STATION. THE E-W SECTION LINE ROAD, 0.3 MILE N OF
 JZ0023'DODSON RAILROAD STATION CROSSES THE RAILROAD ABOUT 40 PACES SE OF THE
 JZ0023'STATION.
 JZ0023'
 JZ0023'POINT SELECTED FOR TRIANGULATION STATION (DODSON ECC.) 20 PACES
 JZ0023'SOUTHWARD OF TRAVERSE STATION.
 JZ0023
 JZ0023                          STATION RECOVERY (1946)
 JZ0023
 JZ0023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (GBG)
 JZ0023'A CAREFUL SEARCH WAS MADE FOR THIS STATION OVER A SUFFICIENT AREA AS
 JZ0023'INDICATED BY THE DESCRIPTIONS, BUT IT WAS NOT FOUND. IT IS
 JZ0023'BELIEVED THAT IT HAS BEEN DESTROYED BY MECHANICAL DITCHING OPERATIONS
 JZ0023'ON THE PENNSYLVANIA RAILROAD.
 JZ0023
 JZ0023                          STATION RECOVERY (1947)
 JZ0023
 JZ0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 JZ0023'2.4 MI NW FROM BROOKVILLE.
 JZ0023'ALONG THE COLUMBUS TO ST. LOUIS LINE OF THE PENNSYLVANIA RAILROAD,
 JZ0023'3.5 RAILS WEST OF DIRT ROAD CROSSING, 15.8 FEET NORTH OF NORTH
 JZ0023'RAIL, 7.8 FEET SOUTH OF WIRE FENCE, 4 FEET ABOVE TOP OF RAIL,
 JZ0023'IN TOP OF CONCRETE POST.
 JZ0023
 JZ0023                          STATION RECOVERY (1959)
 JZ0023
 JZ0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JZ0023'STATION DESTROYED.  FOUND PARTS OF THE CONCRETE POST OF THE STATION
 JZ0023'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3097 ***********************************************************************
 JZ3097  DESIGNATION -  DOLL
 JZ3097  PID         -  JZ3097
 JZ3097  STATE/COUNTY-  OH/CLERMONT
 JZ3097  USGS QUAD   -  MADEIRA (1988)
 JZ3097
 JZ3097                         *CURRENT SURVEY CONTROL
 JZ3097  ___________________________________________________________________
 JZ3097* NAD 83(1995)-  39 13 54.27236(N)    084 15 34.47517(W)     ADJUSTED  
 JZ3097* NAVD 88     -       257.13   (+/-2cm)     843.6    (feet)  VERTCON   
 JZ3097  ___________________________________________________________________
 JZ3097  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 JZ3097  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ3097
 JZ3097  HORZ ORDER  -  FIRST
 JZ3097  VERT ORDER  -  THIRD ? (See Below)
 JZ3097
 JZ3097.The horizontal coordinates were established by classical geodetic methods
 JZ3097.and adjusted by the National Geodetic Survey in April 1998..
 JZ3097
 JZ3097.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3097.The vertical order pertains to the NGVD 29 superseded value.
 JZ3097
 JZ3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3097
 JZ3097.The geoid height was determined by GEOID03.
 JZ3097
 JZ3097;                    North         East     Units Scale Factor Converg.
 JZ3097;SPC OH S     -   138,219.617   448,091.504   MT  0.99993944   -1 06 59.3
 JZ3097;UTM  16      - 4,346,072.989   736,540.291   MT  1.00028897   +1 44 02.4
 JZ3097
 JZ3097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3097!SPC OH S     -   0.99996498  x   0.99993944  =   0.99990442
 JZ3097!UTM  16      -   0.99996498  x   1.00028897  =   1.00025394
 JZ3097
 JZ3097|---------------------------------------------------------------------|
 JZ3097| PID    Reference Object                     Distance      Geod. Az  |
 JZ3097|                                                           dddmmss.s |
 JZ3097| AI9805 DOLL RM 1                            31.925 METERS 00530     |
 JZ3097| AI9806 DOLL RM 2                            33.330 METERS 09656     |
 JZ3097| AI9804 DOLL AZ MK                                         1260907.1 |
 JZ3097| JZ3164 MASON RADIO STA WLW TWR             APPROX.14.6 KM 3371535.2 |
 JZ3097|---------------------------------------------------------------------|
 JZ3097
 JZ3097                          SUPERSEDED SURVEY CONTROL
 JZ3097
 JZ3097  NAD 83(1995)-  39 13 54.27919(N)    084 15 34.48237(W) AD(       ) 1
 JZ3097  NAD 83(1986)-  39 13 54.27493(N)    084 15 34.48555(W) AD(       ) 1
 JZ3097  NAD 27      -  39 13 54.06400(N)    084 15 34.71400(W) AD(       ) 1
 JZ3097  NGVD 29 (07/19/86)  257.31   (m)          844.2    (f) LEVELING    3  
 JZ3097
 JZ3097.Superseded values are not recommended for survey control.
 JZ3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3097.See file dsdata.txt to determine how the superseded data were derived.
 JZ3097
 JZ3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3654046073(NAD 83)
 JZ3097_MARKER: DS = TRIANGULATION STATION DISK
 JZ3097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3097_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 JZ3097
 JZ3097  HISTORY     - Date     Condition        Report By
 JZ3097  HISTORY     - 1947     MONUMENTED       CGS
 JZ3097  HISTORY     - 1980     GOOD             NGS
 JZ3097  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JZ3097  HISTORY     - 1989     GOOD             USPSQD
 JZ3097
 JZ3097                          STATION DESCRIPTION
 JZ3097
 JZ3097'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3097'STATION IS LOCATED ABOUT 5 MILES EAST OF MONTGOMERY, 2 MILES SOUTH OF
 JZ3097'LOVELAND AND 2 MILES SOUTHEAST OF BRANCH HILL ON LAND OWNED BY
 JZ3097'MR. WALTER C. DOLL AND OCCUPIED BY THE CHURCH OF GOD, 58 FEET SOUTH
 JZ3097'OF TELEPHONE POLE C-25072, 54 FEET SOUTHWEST OF CENTERLINE OF
 JZ3097'OILED ROAD, 28 FEET NORTH OF THE CENTERLINE OF DRIVEWAY AND 20 FEET
 JZ3097'SOUTHEAST OF THE SOUTHEAST CORNER OF BRICK BUILDING WHICH IS THE
 JZ3097'CHURCH OF GOD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS
 JZ3097'STAMPED DOLL 1947.
 JZ3097'
 JZ3097'REFERENCE MARK NO. 1 IS 104.74 FEET NORTH-NORTHEAST OF THE STATION,
 JZ3097'49 FEET NORTH-NORTHEAST OF TELEPHONE POLE C-25072, 22 FEET
 JZ3097'NORTHEAST OF THE CENTERLINE OF OILED ROAD AND 4 FEET SOUTHWEST OF
 JZ3097'FENCE.  THE MARK PROJECTS 2 INCHES AND
 JZ3097'THE DISC IS STAMPED DOLL NO 1 1947.
 JZ3097'
 JZ3097'REFERENCE MARK NO. 2 IS 109.35 FEET EAST-SOUTHEAST OF THE STATION, 21
 JZ3097'FEET NORTHEAST OF THE CENTERLINE OF OILED ROAD, 11 FEET SOUTHEAST
 JZ3097'OF POWER POLE AND 4 FEET SOUTHWEST OF FENCE.  THE MARK PROJECTS 2
 JZ3097'INCHES AND THE DISC IS STAMPED DOLL NO 2 1947.
 JZ3097'
 JZ3097'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION, 54 FEET NORTH
 JZ3097'OF TELEPHONE POLE C-32748, 24 FEET NORTHWEST OF THE CENTERLINE OF
 JZ3097'OILED ROAD, 1 FOOT NORTHWEST OF FENCE AND ABOUT 100 YARDS NORTHEAST
 JZ3097'OF CROSSROADS.  THE MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED
 JZ3097'DOLL 1947.
 JZ3097'
 JZ3097'TO REACH THE STATION FROM MONTGOMERY, OHIO, GO EAST ON BY-PASS U.S.
 JZ3097'HIGHWAY 50 AND STATE HIGHWAY 126 FOR 1.6 MILES TO INTERSECTION
 JZ3097'WITH THE LOVELAND-MADERIA ROAD.  (THIS POINT IS 3.5 MILES NORTHEAST
 JZ3097'OF MADERIA.) TURN LEFT AND GO NORTHEAST OF THE
 JZ3097'LOVELAND-MADERIA ROAD FOR 2.2 MILES TO THE INTERSECTION OF HOPEWELL
 JZ3097'ROAD AT BRANCH HILL.  TURN RIGHT ON HOPEWELL ROAD, CROSS
 JZ3097'RAILROAD TRACKS AND BRIDGE OVER THE WEST FORK OF THE LITTLE MIAMI
 JZ3097'RIVER, AND GO SOUTHEAST FOR 0.3 MILE TO ANOTHER RAILROAD CROSSING.
 JZ3097'CROSS RAILROAD, TURN LEFT AND GO EAST ON HOPEWELL ROAD FOR 0.2 MILE
 JZ3097'TO ROAD FORKS.  TAKE RIGHT FORK AND GO SOUTHEAST ON HOPEWELL ROAD
 JZ3097'FOR 0.3 MILE TO THE BRANCH HILL SCHOOL ON THE RIGHT.
 JZ3097'CONTINUE STRAIGHT AHEAD ON OILED ROAD FOR 1.7 MILES TO THE CHURCH OF
 JZ3097'GOD ON THE RIGHT AND THE STATION ON AS DESCRIBED.
 JZ3097'
 JZ3097'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON OILED
 JZ3097'ROAD FOR 0.25 MILE TO CROSSROAD.  TURN LEFT AND GO NORTHEAST
 JZ3097'ABOUT 100 YARDS TO THE AZIMUTH MARK ON THE LEFT.
 JZ3097'
 JZ3097'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JZ3097
 JZ3097                          STATION RECOVERY (1980)
 JZ3097
 JZ3097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JZ3097'THE STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK WERE FOUND IN
 JZ3097'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED.  REFERENCE MARK
 JZ3097'3 WAS SET.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED BY
 JZ3097'GROWTH.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE IN ERROR
 JZ3097'BY 0.15 OF A FOOT A NEW DESCRIPTION FOLLOWS--
 JZ3097'
 JZ3097'THE STATION IS LOCATED ABOUT 5 MILES EAST OF MONTGOMERY AND 2 MILES
 JZ3097'SOUTHEAST OF BRANCH HILL, 20 FEET SOUTHEAST OF THE SOUTHEAST
 JZ3097'CORNER OF OLD BRICK CHURCH, 56 FEET SOUTHWEST OF A POWER POLE, 28
 JZ3097'FEET NORTH OF THE CENTERLINE OF DRIVEWAY, 54 FEET SOUTHWEST OF
 JZ3097'CENTERLINE OF ROAD, 11 FEET NORTH OF A FENCE, 19 FEET SOUTHWEST OF A
 JZ3097'DOUBLE 12 INCH LOCUST TREE AND ON THE PROPERTY OF MR. W.V. KEELER,
 JZ3097'6433 GUMEA PIKE, LOVELAND, OHIO, 45140.  THE MONUMENT IS FLUSH AND
 JZ3097'THE DISK IS STAMPED---DOLL 1947---
 JZ3097'
 JZ3097'TO REACH THE STATION FROM THE BRANCH HILL SCHOOL, GO SOUTHERLY
 JZ3097'ON GUINEA ROAD FOR 1.7 MILES TO THE STATION ON THE RIGHT.  CONTINUE
 JZ3097'SOUTH ON THE ROAD FOR 0.3 MILE TO THE INTERSECTION OF
 JZ3097'LOVELAND-MIAMIVILLE ROAD AND THE AZIMUTH MARK ON THE LEFT.
 JZ3097'
 JZ3097'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A METAL WITNESS POST AND 21
 JZ3097'FEET EAST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 2
 JZ3097'INCHES AND THE DISK IS STAMPED---DOLL NO 2 1947---.
 JZ3097'
 JZ3097'REFERENCE MARK 3 IS 21 FEET NORTHEAST OF THE CENTERLINE OF THE
 JZ3097'ROAD, 1 FOOT NORTH OF A METAL WITNESS POST AND 65 FEET SOUTH OF A
 JZ3097'POWER POLE THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 JZ3097'STAMPED---DOLL 1947 NO 3 1947---.
 JZ3097'
 JZ3097'THE AZIMUTH MARK IS 155 FEET EAST OF THE CENTERLINE OF BRANCH
 JZ3097'HILL AND GUINEA PIKE, 24 FT NORTHWEST OF THE CENTERLINE OF
 JZ3097'LOVELAND AND MIAMIVILLE ROAD, 1 FOOT WEST OF A METAL WITNESS POST
 JZ3097'AND 6 FEET EAST OF A 20 INCH MAPLE TREE.  THE MONUMENT IS FLUSH
 JZ3097'AND DISK IS STAMPED---DOLL 1947---.
 JZ3097
 JZ3097                          STATION RECOVERY (1989)
 JZ3097
 JZ3097'RECOVERY NOTE BY US POWER SQUADRON 1989 (RD)
 JZ3097'MARK NOT FOUND.
 JZ3097
 JZ3097                          STATION RECOVERY (1989)
 JZ3097
 JZ3097'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAD)
 JZ3097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3303 ***********************************************************************
 AE3303  DESIGNATION -  DONNA
 AE3303  PID         -  AE3303
 AE3303  STATE/COUNTY-  OH/MONTGOMERY
 AE3303  USGS QUAD   -  TROTWOOD (1992)
 AE3303
 AE3303                         *CURRENT SURVEY CONTROL
 AE3303  ___________________________________________________________________
 AE3303* NAD 83(1995)-  39 47 50.86893(N)    084 17 31.25331(W)     ADJUSTED  
 AE3303* NAVD 88     -       257.1    (meters)     844.     (feet)  GPS OBS   
 AE3303  ___________________________________________________________________
 AE3303  X           -     488,072.770 (meters)                     COMP
 AE3303  Y           -  -4,882,972.508 (meters)                     COMP
 AE3303  Z           -   4,060,876.479 (meters)                     COMP
 AE3303  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AE3303  ELLIP HEIGHT-         223.96  (meters)          (10/07/05) GPS OBS
 AE3303  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 AE3303
 AE3303  HORZ ORDER  -  FIRST
 AE3303  ELLP ORDER  -  FOURTH    CLASS I
 AE3303
 AE3303.The horizontal coordinates were established by GPS observations
 AE3303.and adjusted by the National Geodetic Survey in September 1997..
 AE3303
 AE3303.The orthometric height was determined by GPS observations and a
 AE3303.high-resolution geoid model.
 AE3303
 AE3303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3303
 AE3303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3303
 AE3303.The ellipsoidal height was determined by GPS observations
 AE3303.and is referenced to NAD 83.
 AE3303
 AE3303.The geoid height was determined by GEOID03.
 AE3303
 AE3303;                    North         East     Units Scale Factor Converg.
 AE3303;SPC OH S     -   201,068.100   446,537.720   MT  0.99996185   -1 08 13.4
 AE3303;UTM  16      - 4,408,786.458   731,850.052   MT  1.00026183   +1 44 02.7
 AE3303
 AE3303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3303!SPC OH S     -   0.99996487  x   0.99996185  =   0.99992672
 AE3303!UTM  16      -   0.99996487  x   1.00026183  =   1.00022669
 AE3303
 AE3303|---------------------------------------------------------------------|
 AE3303| PID    Reference Object                     Distance      Geod. Az  |
 AE3303|                                                           dddmmss.s |
 AE3303| AE3310 DONNA AZ MK                         371.460 METERS 08627     |
 AE3303|---------------------------------------------------------------------|
 AE3303
 AE3303                          SUPERSEDED SURVEY CONTROL
 AE3303
 AE3303  ELLIP H (09/11/97)  224.02   (m)                       GP(       ) 4 1
 AE3303
 AE3303.Superseded values are not recommended for survey control.
 AE3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3303.See file dsdata.txt to determine how the superseded data were derived.
 AE3303
 AE3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3185008786(NAD 83)
 AE3303_MARKER: DD = SURVEY DISK
 AE3303_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3303_STAMPING: DONNA
 AE3303_MARK LOGO: CODDOP
 AE3303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3303+STABILITY: SURFACE MOTION
 AE3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3303+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3303
 AE3303  HISTORY     - Date     Condition        Report By
 AE3303  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3303
 AE3303                          STATION DESCRIPTION
 AE3303
 AE3303'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3303'DESCRIBED BY WOOLPERT 1996 TO REACH THE STATION FROM THE INTERSECTION
 AE3303'OF RT. 35 AND OLIVE RD IN MONTGOMERY COUNTY GO NORTH ALONG OLIVE RD
 AE3303'FOR 3.4 MI (5.5 KM) TO FREE PIKE GO EAST ALONG FREE PIKE FOR 0.1
 AE3303'MILETO STATION ON RIGHT. STATION IS A BRONZE DISK IN CONCRETE
 AE3303'INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED DONNA, AND IS
 AE3303'FLUSH WITH THE SURFACE OF THE GROUND. STATION IS LOCATED ON THE
 AE3303'PROPERTY OF TROTWOOD PARTY SUPPLY. STATION IS 32.8 FT (10.0 M) SOUTH
 AE3303'FROM THE CENTERLINE OF FREE PIKE, 88.8 FT (27.1 M) WEST OF A POWER
 AE3303'POLE, AND 75.5 FT (23.0 M) NORTHEAST FROM THE NORTHWEST CORNER OF THE
 AE3303'TROTWOOD PARTY SUPPLY BLDG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3310 ***********************************************************************
 AE3310  DESIGNATION -  DONNA AZ MK
 AE3310  PID         -  AE3310
 AE3310  STATE/COUNTY-  OH/MONTGOMERY
 AE3310  USGS QUAD   -  TROTWOOD (1992)
 AE3310
 AE3310                         *CURRENT SURVEY CONTROL
 AE3310  ___________________________________________________________________
 AE3310* NAD 83(1995)-  39 47 51.61278(N)    084 17 15.66927(W)     ADJUSTED  
 AE3310* NAVD 88     -       253.6    (meters)     832.     (feet)  GPS OBS   
 AE3310  ___________________________________________________________________
 AE3310  X           -     488,439.962 (meters)                     COMP
 AE3310  Y           -  -4,882,918.300 (meters)                     COMP
 AE3310  Z           -   4,060,891.840 (meters)                     COMP
 AE3310  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 AE3310  ELLIP HEIGHT-         220.42  (meters)          (10/07/05) GPS OBS
 AE3310  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AE3310
 AE3310  HORZ ORDER  -  FIRST
 AE3310  ELLP ORDER  -  FOURTH    CLASS I
 AE3310
 AE3310.The horizontal coordinates were established by GPS observations
 AE3310.and adjusted by the National Geodetic Survey in September 1997..
 AE3310
 AE3310.The orthometric height was determined by GPS observations and a
 AE3310.high-resolution geoid model.
 AE3310
 AE3310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3310
 AE3310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3310
 AE3310.The ellipsoidal height was determined by GPS observations
 AE3310.and is referenced to NAD 83.
 AE3310
 AE3310.The geoid height was determined by GEOID03.
 AE3310
 AE3310;                    North         East     Units Scale Factor Converg.
 AE3310;SPC OH S     -   201,083.688   446,908.839   MT  0.99996187   -1 08 03.6
 AE3310;UTM  16      - 4,408,820.627   732,220.035   MT  1.00026395   +1 44 12.7
 AE3310
 AE3310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3310!SPC OH S     -   0.99996542  x   0.99996187  =   0.99992729
 AE3310!UTM  16      -   0.99996542  x   1.00026395  =   1.00022936
 AE3310
 AE3310|---------------------------------------------------------------------|
 AE3310| PID    Reference Object                     Distance      Geod. Az  |
 AE3310|                                                           dddmmss.s |
 AE3310| AE3303 DONNA                               371.460 METERS 26628     |
 AE3310|---------------------------------------------------------------------|
 AE3310
 AE3310                          SUPERSEDED SURVEY CONTROL
 AE3310
 AE3310  ELLIP H (09/11/97)  220.50   (m)                       GP(       ) 4 1
 AE3310
 AE3310.Superseded values are not recommended for survey control.
 AE3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3310.See file dsdata.txt to determine how the superseded data were derived.
 AE3310
 AE3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3222008821(NAD 83)
 AE3310_MARKER: DD = SURVEY DISK
 AE3310_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3310_STAMPING: DONNA AZ
 AE3310_MARK LOGO: CODDOP
 AE3310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3310+STABILITY: SURFACE MOTION
 AE3310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3310+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3310
 AE3310  HISTORY     - Date     Condition        Report By
 AE3310  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3310
 AE3310                          STATION DESCRIPTION
 AE3310
 AE3310'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3310'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3310'STATE ROUTE 35 AND OLIVE ROAD IN MONTGOMERY COUNTY GO NORTH ALONG
 AE3310'OLIVE ROAD FOR 3.40 MI (5.47 KM) TO THE INTERSECTION OF FREE PIKE AND
 AE3310'OLIVE ROAD GO EAST ALONG FREE PIKE FOR 0.3 MI (0.5 KM) TO THE STATION
 AE3310'LEFT. STATION IS A BRONZE DISK IN CONCRETE INSCRIBED CITY OF DAYTON
 AE3310'DEPARTMENT OF PLANNING, STAMPED DONNA AZ, AND IS FLUSH WITH THE
 AE3310'SURFACE OF THE GROUND. STATION IS LOCATED ON THE PROPERTY OF HOUSE NO.
 AE3310'5755, 18.9 FT (5.8 M) NORTH FROM FREE PIKE EDGE OF PAVEMENT, 32.9 FT
 AE3310'(10.0 M) NORTHWEST OF A POWER POLE, AND 33.2 FT (10.1 M) SOUTHEAST OF
 AE3310'A POWER POLE LOCATED BETWEEN THE HOMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1736 ***********************************************************************
 MC1736  CBN         -  This is a Cooperative Base Network Control Station.
 MC1736  DESIGNATION -  DORAN
 MC1736  PID         -  MC1736
 MC1736  STATE/COUNTY-  OH/LUCAS
 MC1736  USGS QUAD   -  GRAND RAPIDS (1977)
 MC1736
 MC1736                         *CURRENT SURVEY CONTROL
 MC1736  ___________________________________________________________________
 MC1736* NAD 83(1995)-  41 29 17.46742(N)    083 49 35.63885(W)     ADJUSTED  
 MC1736* NAVD 88     -       200.4    (meters)     657.     (feet)  GPS OBS   
 MC1736  ___________________________________________________________________
 MC1736  X           -     514,568.068 (meters)                     COMP
 MC1736  Y           -  -4,757,222.725 (meters)                     COMP
 MC1736  Z           -   4,203,298.764 (meters)                     COMP
 MC1736  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 MC1736  ELLIP HEIGHT-         165.07  (meters)          (09/23/04) GPS OBS
 MC1736  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC1736
 MC1736  HORZ ORDER  -  A
 MC1736  ELLP ORDER  -  FOURTH    CLASS I
 MC1736
 MC1736.The horizontal coordinates were established by GPS observations
 MC1736.and adjusted by the National Geodetic Survey in September 2004..
 MC1736
 MC1736.The orthometric height was determined by GPS observations and a
 MC1736.high-resolution geoid model.
 MC1736
 MC1736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1736
 MC1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1736
 MC1736.The ellipsoidal height was determined by GPS observations
 MC1736.and is referenced to NAD 83.
 MC1736
 MC1736.The geoid height was determined by GEOID03.
 MC1736
 MC1736;                    North         East     Units Scale Factor Converg.
 MC1736;SPC OH N     -   203,117.891   489,224.699   MT  0.99996602   -0 52 17.4
 MC1736;UTM  17      - 4,596,810.120   264,032.196   MT  1.00028528   -1 52 24.1
 MC1736
 MC1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1736!SPC OH N     -   0.99997411  x   0.99996602  =   0.99994013
 MC1736!UTM  17      -   0.99997411  x   1.00028528  =   1.00025938
 MC1736
 MC1736                          SUPERSEDED SURVEY CONTROL
 MC1736
 MC1736  NAD 83(1995)-  41 29 17.46767(N)    083 49 35.63896(W) AD(       ) 1
 MC1736  ELLIP H (04/01/98)  165.14   (m)                       GP(       ) 4 1
 MC1736  NAD 83(1995)-  41 29 17.46759(N)    083 49 35.63882(W) AD(       ) 1
 MC1736  NAD 83(1986)-  41 29 17.47728(N)    083 49 35.65153(W) AD(       ) 1
 MC1736
 MC1736.Superseded values are not recommended for survey control.
 MC1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1736.See file dsdata.txt to determine how the superseded data were derived.
 MC1736
 MC1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6403296810(NAD 83)
 MC1736_MARKER: DD = SURVEY DISK
 MC1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1736_SP_SET: CONCRETE POST
 MC1736_STAMPING: DORAN 1993
 MC1736_MARK LOGO: OH-095
 MC1736_PROJECTION: RECESSED 3 CENTIMETERS
 MC1736_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1736+STABILITY: SURFACE MOTION
 MC1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1736+SATELLITE: SATELLITE OBSERVATIONS - 2003
 MC1736
 MC1736  HISTORY     - Date     Condition        Report By
 MC1736  HISTORY     - 1993     MONUMENTED       OH-095
 MC1736  HISTORY     - 2003     GOOD             OH-095
 MC1736
 MC1736                          STATION DESCRIPTION
 MC1736
 MC1736'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1736'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 2.5 MILES SOUTHWEST
 MC1736'OF THE VILLAGE OF WHITEHOUSE.
 MC1736'TO REACH THE STATION FROM THE INTERSECTION OF WATERVILLE-SWANTON ROAD
 MC1736'(STATE ROUTE 64) AND BERKEY-SOUTHERN ROAD (STATE ROUTE 295) PROCEED
 MC1736'SOUTH ALONG BERKEY-SOUTHERN ROAD 2.9 MILES TO THE STATION ON THE
 MC1736'RIGHT APPROXIMATELY 350 FEET NORTH OF A TWO STORY FRAME HOUSE.
 MC1736'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1736'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 0.1 FEET BELOW THE GROUND
 MC1736'SURFACE IS STAMPED --DORAN 1993--.
 MC1736'THE STATION IS 20.1 FEET SOUTHEAST FROM THE TOP CENTER OF A CONCRETE
 MC1736'CULVERT, 25.9 FEET SOUTHWEST FROM A P.K. NAIL/WASHER IN THE
 MC1736'CENTERLINE OF BERKEY-SOUTHERN ROAD (STATE ROUTE 295), 48.0 FEET
 MC1736'SOUTHWEST FROM THE TOP CENTER OF A CONCRETE HEAD WALL, AND
 MC1736'APPROXIMATELY 400 FEET NORTH OF A DRIVEWAY.
 MC1736
 MC1736                          STATION RECOVERY (2003)
 MC1736
 MC1736'RECOVERY NOTE BY LUCAS COUNTY OHIO 2003 (JP)
 MC1736'THE STATION IS LOCATED 2.5 MI SOUTHWEST OF THE VILLAGE OF WHITEHOUSE,
 MC1736'6.0 MI SOUTH OF  TOLEDO EXPRESS AIRPORT, AND 1.75 MI EAST OF THE
 MC1736'VILLAGE OF NEAPOLIS, AT 8402  BERKEY-SOUTHERN RD, ON RIGHT-OF-WAY OF
 MC1736'STATE ROUTE 295.
 MC1736' 
 MC1736'TO REACH FROM THE INTERSECTION OF WATERVILLE-SWANTON ROAD (STATE ROUTE
 MC1736'64) AND  BERKEY-SOUTHERN ROAD (STATE ROUTE 295), ABOUT 13 MI NORTHWEST
 MC1736'OF BOWLING GREEN, GO  SOUTH FOR 2.9 MI ON ROUTE 295 TO THE STATION ON
 MC1736'THE RIGHT, JUST NORTH OF A TWO-STORY  FRAME HOUSE.
 MC1736' 
 MC1736'THE STATION IS 16.0 FT SOUTHEAST FROM THE SOUTHWEST CORNER OF A SQUARE
 MC1736'CONCRETE  CATCH BASIN, 25.9 FT SOUTHWEST FROM A PK NAIL/WASHER IN THE
 MC1736'CENTER OF THE SOUTHBOUND  LANE OF ROUTE 295 (PK IS ALSO THE CORNER OF
 MC1736'SECTIONS 9-10-15-16 T6N-R9E), AND 48.9 FT  SOUTHWEST FROM A DRILL HOLE
 MC1736'IN TOP OF A 15 INCH CONCRETE PIPE.  THE MARK IS A 3.5 INCH  BRASS DISK
 MC1736'SET IN A 12 INCH DIAMETER CONCRETE MONUMENT RECESSED 0.1 FT BELOW
 MC1736'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2997 ***********************************************************************
 KY2997  DESIGNATION -  DORENE
 KY2997  PID         -  KY2997
 KY2997  STATE/COUNTY-  OH/SUMMIT
 KY2997  USGS QUAD   -  CANAL FULTON (1994)
 KY2997
 KY2997                         *CURRENT SURVEY CONTROL
 KY2997  ___________________________________________________________________
 KY2997* NAD 83(1995)-  40 55 51.14886(N)    081 30 33.27304(W)     ADJUSTED  
 KY2997* NAVD 88     -       318.6    (meters)    1045.     (feet)  VERTCON   
 KY2997  ___________________________________________________________________
 KY2997  X           -     712,534.554 (meters)                     COMP
 KY2997  Y           -  -4,772,946.721 (meters)                     COMP
 KY2997  Z           -   4,156,813.514 (meters)                     COMP
 KY2997  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 KY2997  ELLIP HEIGHT-         285.35  (meters)          (10/07/05) GPS OBS
 KY2997  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KY2997
 KY2997  HORZ ORDER  -  FIRST
 KY2997  ELLP ORDER  -  FOURTH    CLASS I
 KY2997
 KY2997.The horizontal coordinates were established by GPS observations
 KY2997.and adjusted by the National Geodetic Survey in October 2005..
 KY2997
 KY2997.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY2997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY2997
 KY2997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY2997
 KY2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2997
 KY2997.The ellipsoidal height was determined by GPS observations
 KY2997.and is referenced to NAD 83.
 KY2997
 KY2997.The geoid height was determined by GEOID03.
 KY2997
 KY2997;                    North         East     Units Scale Factor Converg.
 KY2997;SPC OH N     -   140,858.884   683,437.956   MT  0.99994198   +0 39 03.2
 KY2997;UTM  17      - 4,531,208.367   457,127.131   MT  0.99962262   -0 20 01.1
 KY2997
 KY2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2997!SPC OH N     -   0.99995524  x   0.99994198  =   0.99989722
 KY2997!UTM  17      -   0.99995524  x   0.99962262  =   0.99957788
 KY2997
 KY2997                          SUPERSEDED SURVEY CONTROL
 KY2997
 KY2997  NAD 83(1995)-  40 55 51.14908(N)    081 30 33.27399(W) AD(       ) 1
 KY2997  ELLIP H (04/01/98)  285.38   (m)                       GP(       ) 4 1
 KY2997  NAD 83(1986)-  40 55 51.15654(N)    081 30 33.27853(W) AD(       ) 1
 KY2997  NGVD 29 (07/20/87)  318.8    (m)         1046.     (f) GPS OBS        
 KY2997
 KY2997.Superseded values are not recommended for survey control.
 KY2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2997.See file dsdata.txt to determine how the superseded data were derived.
 KY2997
 KY2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5712731208(NAD 83)
 KY2997_MARKER: DS = TRIANGULATION STATION DISK
 KY2997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2997_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2997+STABILITY: SURFACE MOTION
 KY2997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY2997+SATELLITE: SATELLITE OBSERVATIONS - 1983
 KY2997
 KY2997  HISTORY     - Date     Condition        Report By
 KY2997  HISTORY     - 1983     MONUMENTED       NGS
 KY2997  HISTORY     - 20031024 MARK NOT FOUND   USPSQD
 KY2997
 KY2997                          STATION DESCRIPTION
 KY2997
 KY2997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY2997'THE STATION IS LOCATED ABOUT 11.25 KM (7 MI) EAST FROM CLINTON, 3.5
 KY2997'KM (2.25 MI) WEST FROM GREENSBURG, 2.5 KM (1.5 MI) NORTH FROM THE
 KY2997'SUMMIT-STARK COUNTY LINE AND ON A LOW HILL JUST NORTH FROM A FARM
 KY2997'HOUSE.  OWNERSHIP--DEAN AND DORENE HARTHONG, 705 KILLINGER ROAD,
 KY2997'CLINTON, OHIO 44216.  TELEPHONE NUMBER (216) 896-2256.
 KY2997'
 KY2997'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO SOUTH ON STATE
 KY2997'HIGHWAY 241 (MASSILLON ROAD) FOR 0.1 KM (0.05 MI) TO A CROSSROADS.
 KY2997'TURN RIGHT AND GO WEST THEN NORTHWEST ON GREENSBURG ROAD FOR 1.85 KM
 KY2997'(1.15 MI) TO A CROSSROADS.  TURN LEFT AND GO WEST ON NIMISILA ROAD
 KY2997'FOR 1.1 KM (0.7 MI) TO A CROSSROADS.  TURN LEFT AND GO SOUTH ON SOUTH
 KY2997'ARLINGTON ROAD FOR 1.45 KM (0.9 MI) TO A SIDR ROAD RIGHT.  TURN RIGHT
 KY2997'AND GO WEST ON KILLINGER ROAD FOR 1.3 KM (0.8 MI) TO A FARM ON THE
 KY2997'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) TO THE TOP OF THE
 KY2997'HILL AND THE STATION.
 KY2997'
 KY2997'THE STATION MARK IS A STANDARD NGS STATION DISK STAMPED---DORENE
 KY2997'1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
 KY2997'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 50 METERS TO
 KY2997'THE EAST FROM A LONG METAL CATTLE BARN, 75 YARDS NORTH FROM A FARM
 KY2997'HOUSE, 100 YARDS SOUTHEAST FROM A HILL WHICH IS SLIGHTLY HIGHER THAN
 KY2997'THE STATION, 3.1 METERS (10 FEET) EAST FROM THE EAST EDGE OF A
 KY2997'GARDEN, 1.4 METERS (4.5 FEET) NORTHWEST FROM A CARSONITE WITNESS POST
 KY2997'AND 1.2 METERS (4 FEET) WEST FROM A WIRE FENCE.
 KY2997'
 KY2997'THERE ARE NO OTHER MARKS AT THIS STATION.
 KY2997
 KY2997                          STATION RECOVERY (2003)
 KY2997
 KY2997'RECOVERY NOTE BY US POWER SQUADRON 2003
 KY2997'HOMEOWNER STATED THAT HE RECEIVED PERMISSION TO DESTROY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0714 ***********************************************************************
 MC0714  DESIGNATION -  DORF
 MC0714  PID         -  MC0714
 MC0714  STATE/COUNTY-  OH/LUCAS
 MC0714  USGS QUAD   -  TOLEDO (1980)
 MC0714
 MC0714                         *CURRENT SURVEY CONTROL
 MC0714  ___________________________________________________________________
 MC0714* NAD 83(1986)-  41 39 02.     (N)    083 32 00.     (W)     SCALED    
 MC0714* NAVD 88     -       179.142  (meters)     587.74   (feet)  ADJUSTED  
 MC0714  ___________________________________________________________________
 MC0714  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC0714  DYNAMIC HT  -         179.072 (meters)     587.51  (feet)  COMP
 MC0714  MODELED GRAV-     980,232.2   (mgal)                       NAVD 88
 MC0714
 MC0714  VERT ORDER  -  FIRST     CLASS I
 MC0714
 MC0714.The horizontal coordinates were scaled from a topographic map and have
 MC0714.an estimated accuracy of +/- 6 seconds.
 MC0714
 MC0714.The orthometric height was determined by differential leveling
 MC0714.and adjusted by the National Geodetic Survey in June 1991..
 MC0714
 MC0714.The geoid height was determined by GEOID03.
 MC0714
 MC0714.The dynamic height is computed by dividing the NAVD 88
 MC0714.geopotential number by the normal gravity value computed on the
 MC0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0714.degrees latitude (g = 980.6199 gals.).
 MC0714
 MC0714.The modeled gravity was interpolated from observed gravity values.
 MC0714
 MC0714;                    North         East    Units  Estimated Accuracy
 MC0714;SPC OH N     -   220,820.      513,920.      MT  (+/- 180 meters Scaled)
 MC0714
 MC0714                          SUPERSEDED SURVEY CONTROL
 MC0714
 MC0714  NGVD 29 (??/??/92)  179.339  (m)          588.38   (f) ADJ UNCH    1 1
 MC0714
 MC0714.Superseded values are not recommended for survey control.
 MC0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0714.See file dsdata.txt to determine how the superseded data were derived.
 MC0714
 MC0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG890140(NAD 83)
 MC0714_MARKER: Q = CHISELED SQUARE
 MC0714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0714_SP_SET: BUILDING FOUNDATION
 MC0714_MARK LOGO: USLS  
 MC0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0714
 MC0714  HISTORY     - Date     Condition        Report By
 MC0714  HISTORY     - UNK      MONUMENTED       USLS
 MC0714  HISTORY     - 1968     GOOD             CGS
 MC0714
 MC0714                          STATION DESCRIPTION
 MC0714
 MC0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0714'AT TOLEDO.
 MC0714'AT TOLEDO, ALONG MADISON STREET, ABOUT MIDWAY BETWEEN WATER AND
 MC0714'SUMMIT STREET, A 1-INCH OUTLINED SQUARE ON THE TOP OF THE CONCRETE
 MC0714'FOUNDATION ALONG THE SOUTHWEST SIDE OF THE HOTEL WALDORF, 98.8
 MC0714'FEET SOUTHEAST OF THE WEST CORNER OF THE HOTEL, 2.7 FEET NORTHWEST
 MC0714'OF THE NORTHWEST FACE OF THE MADISON STREET ENTRANCE TO HOTEL,
 MC0714'1.4 FEET ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7181 ***********************************************************************
 DG7181  CBN         -  This is a Cooperative Base Network Control Station.
 DG7181  DESIGNATION -  DOROTA
 DG7181  PID         -  DG7181
 DG7181  STATE/COUNTY-  OH/FRANKLIN
 DG7181  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 DG7181
 DG7181                         *CURRENT SURVEY CONTROL
 DG7181  ___________________________________________________________________
 DG7181* NAD 83(1995)-  39 59 58.25435(N)    083 02 26.70346(W)     ADJUSTED  
 DG7181* NAVD 88     -       242.2    (meters)     795.     (feet)  GPS OBS   
 DG7181  ___________________________________________________________________
 DG7181  X           -     592,840.507 (meters)                     COMP
 DG7181  Y           -  -4,856,853.799 (meters)                     COMP
 DG7181  Z           -   4,078,078.296 (meters)                     COMP
 DG7181  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 DG7181  ELLIP HEIGHT-         208.42  (meters)          (09/23/04) GPS OBS
 DG7181  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DG7181
 DG7181  HORZ ORDER  -  A
 DG7181  ELLP ORDER  -  FOURTH    CLASS I
 DG7181
 DG7181.ITRF positions are available for this station.
 DG7181.The horizontal coordinates were established by GPS observations
 DG7181.and adjusted by the National Geodetic Survey in September 2004..
 DG7181
 DG7181.The orthometric height was determined by GPS observations and a
 DG7181.high-resolution geoid model.
 DG7181
 DG7181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7181
 DG7181.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7181
 DG7181.The ellipsoidal height was determined by GPS observations
 DG7181.and is referenced to NAD 83.
 DG7181
 DG7181.The geoid height was determined by GEOID03.
 DG7181
 DG7181;                    North         East     Units Scale Factor Converg.
 DG7181;SPC OH S     -   222,117.337   553,823.440   MT  0.99999348   -0 20 35.2
 DG7181;UTM  17      - 4,429,698.033   325,794.403   MT  0.99997361   -1 18 43.5
 DG7181
 DG7181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7181!SPC OH S     -   0.99996730  x   0.99999348  =   0.99996078
 DG7181!UTM  17      -   0.99996730  x   0.99997361  =   0.99994092
 DG7181
 DG7181                          SUPERSEDED SURVEY CONTROL
 DG7181
 DG7181.No superseded survey control is available for this station.
 DG7181
 DG7181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2579429698(NAD 83)
 DG7181_MARKER: F = FLANGE-ENCASED ROD
 DG7181_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG7181_STAMPING: DOROTA 2003
 DG7181_MARK LOGO: NGS   
 DG7181_PROJECTION: FLUSH
 DG7181_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG7181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7181+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 DG7181_ROD/PIPE-DEPTH:  9.1 meters
 DG7181_SLEEVE-DEPTH  :  0.9 meters
 DG7181
 DG7181  HISTORY     - Date     Condition        Report By
 DG7181  HISTORY     - 2003     MONUMENTED       NGS
 DG7181  HISTORY     - 20051018 GOOD             NONE
 DG7181  HISTORY     - 20051020 GOOD             NGS
 DG7181
 DG7181                          STATION DESCRIPTION
 DG7181
 DG7181'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (DAC)
 DG7181'THE STATION IS LOCATED AT THE OHIO STATE UNIVERSITY'S CENTER FOR
 DG7181'MAPPING, ABOUT 3 MI (5  KM) NORTHWEST OF DOWNTOWN COLUMBUS.
 DG7181' 
 DG7181'TO REACH FROM THE JUNCTION OF STATE ROUTE 315 AND LANE AVENUE IN
 DG7181'COLUMBUS, GO WEST  FOR 0.2 MI (0.3 KM) ON LANE AVENUE, TURN LEFT AND
 DG7181'GO SOUTH FOR 0.6 MI (1.0 KM) ON KENNY ROAD,  TURN RIGHT AND GO WEST
 DG7181'FOR 0.3 MI (0.5 KM) ON KINNEAR RD TO A PAVED DRIVEWAY ON THE  RIGHT.
 DG7181'TURN RIGHT AND GO NORTH ON THIS DRIVEWAY FOR 0.1 MI (0.16 KM) TO THE
 DG7181'CENTER FOR  MAPPING AND THE STATION ON THE RIGHT, AT THE NORTHWEST
 DG7181'CORNER OF A SINGLE STORY BRICK  BUILDING.
 DG7181' 
 DG7181'THE STATION IS SET IN THE LAWN 50 FT (15.2 M) WEST-NORTHWEST OF THE
 DG7181'NORTHWEST CORNER OF  THE CENTER FOR MAPPING, 28 FT (8.5 M) EAST OF THE
 DG7181'CENTERLINE OF THE DRIVEWAY, 10 FT  (3.0 M) NORTH OF THE NORTH EDGE OF
 DG7181'A PARKING LOT, AND 12.5 FT (3.8 M) SOUTH OF A METAL LAMP  POST.
 DG7181' 
 DG7181'THE STATION IS THE TOP OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DG7181'DEPTH OF 30 FT  (9.1 M) INSIDE A 5 INCH PLASTIC PIPE WITH ALUMINUM
 DG7181'LOGO COVER AND LID SURROUNDED BY A 10  INCH (25 CM) DIAMETER CONCRETE
 DG7181'COLLAR.
 DG7181
 DG7181                          STATION RECOVERY (2005)
 DG7181
 DG7181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DAC)
 DG7181'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES --
 DG7181
 DG7181                          STATION RECOVERY (2005)
 DG7181
 DG7181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JGE)
 DG7181'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES -- NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1737 ***********************************************************************
 MC1737  DESIGNATION -  DORR
 MC1737  PID         -  MC1737
 MC1737  STATE/COUNTY-  OH/LUCAS
 MC1737  USGS QUAD   -  TOLEDO (1980)
 MC1737
 MC1737                         *CURRENT SURVEY CONTROL
 MC1737  ___________________________________________________________________
 MC1737* NAD 83(1995)-  41 39 11.55489(N)    083 34 40.61354(W)     ADJUSTED  
 MC1737* NAVD 88     -       188.3    (meters)     618.     (feet)  GPS OBS   
 MC1737  ___________________________________________________________________
 MC1737  X           -     533,844.374 (meters)                     COMP
 MC1737  Y           -  -4,742,850.447 (meters)                     COMP
 MC1737  Z           -   4,217,003.249 (meters)                     COMP
 MC1737  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 MC1737  ELLIP HEIGHT-         152.97  (meters)          (10/07/05) GPS OBS
 MC1737  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 MC1737
 MC1737  HORZ ORDER  -  FIRST
 MC1737  ELLP ORDER  -  FOURTH    CLASS I
 MC1737
 MC1737.The horizontal coordinates were established by GPS observations
 MC1737.and adjusted by the National Geodetic Survey in April 1998..
 MC1737
 MC1737.The orthometric height was determined by GPS observations and a
 MC1737.high-resolution geoid model.
 MC1737
 MC1737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1737
 MC1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1737
 MC1737.The ellipsoidal height was determined by GPS observations
 MC1737.and is referenced to NAD 83.
 MC1737
 MC1737.The geoid height was determined by GEOID03.
 MC1737
 MC1737;                    North         East     Units Scale Factor Converg.
 MC1737;SPC OH N     -   221,158.312   510,210.972   MT  0.99999131   -0 42 29.4
 MC1737;UTM  17      - 4,614,484.432   285,336.608   MT  1.00016709   -1 42 50.4
 MC1737
 MC1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1737!SPC OH N     -   0.99997601  x   0.99999131  =   0.99996732
 MC1737!UTM  17      -   0.99997601  x   1.00016709  =   1.00014309
 MC1737
 MC1737                          SUPERSEDED SURVEY CONTROL
 MC1737
 MC1737  ELLIP H (04/01/98)  153.03   (m)                       GP(       ) 4 1
 MC1737  NAD 83(1995)-  41 39 11.55486(N)    083 34 40.61349(W) AD(       ) 1
 MC1737  NAD 83(1986)-  41 39 11.56701(N)    083 34 40.62894(W) AD(       ) 1
 MC1737
 MC1737.Superseded values are not recommended for survey control.
 MC1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1737.See file dsdata.txt to determine how the superseded data were derived.
 MC1737
 MC1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8533714484(NAD 83)
 MC1737_MARKER: DD = SURVEY DISK
 MC1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1737_SP_SET: CONCRETE POST
 MC1737_STAMPING: DORR 1993
 MC1737_MARK LOGO: OH-095
 MC1737_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1737+STABILITY: SURFACE MOTION
 MC1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1737+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1737
 MC1737  HISTORY     - Date     Condition        Report By
 MC1737  HISTORY     - 1993     MONUMENTED       OH-095
 MC1737
 MC1737                          STATION DESCRIPTION
 MC1737
 MC1737'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1737'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO IN THE CITY OF TOLEDO.
 MC1737'TO REACH THE STATION FROM THE INTERSECTION OF MONROE STREET (STATE
 MC1737'ROUTE 51) AND DETROIT AVENUE (U.S. 24) PROCEED SOUTHWEST ALONG
 MC1737'DETROIT AVENUE 0.9 MILES TO ITS INTERSECTION WITH DORR STREET (STATE
 MC1737'ROUTE 246) TO THE STATION ON THE RIGHT IN THE NORTHWEST CORNER OF THE
 MC1737'INTERSECTION.
 MC1737'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1737'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 0.2 FEET BELOW GROUND
 MC1737'SURFACE AND IS STAMPED --DORR 1993--.
 MC1737'THE STATION IS 66.8 FEET SOUTHEAST FROM A NAIL AND SHINER IN THE SOUTH
 MC1737'FACE OF A LIGHT POLE LOCATED NORTHWEST OF THE INTERSECTION, 83.3 FEET
 MC1737'SOUTHWEST FROM A NAIL AND SHINER IN A LIGHT POLE LOCATED IN THE GRASS
 MC1737'STRIP WEST OF DETROIT AVENUE, 30.4 FEET NORTHWEST FROM A + IN A MAN
 MC1737'HOLE RIM, AND 23.7 FEET NORTH FROM A + IN A MAN HOLE RIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3533 ***********************************************************************
 KY3533  CBN         -  This is a Cooperative Base Network Control Station.
 KY3533  PACS        -  This is a Primary Airport Control Station.
 KY3533  DESIGNATION -  DOUGHTY
 KY3533  PID         -  KY3533
 KY3533  STATE/COUNTY-  OH/BELMONT
 KY3533  USGS QUAD   -  FAIRVIEW (1994)
 KY3533
 KY3533                         *CURRENT SURVEY CONTROL
 KY3533  ___________________________________________________________________
 KY3533* NAD 83(1995)-  40 00 09.53706(N)    081 11 02.48232(W)     ADJUSTED  
 KY3533* NAVD 88     -       399.49   (meters)    1310.7    (feet)  GPS OBS   
 KY3533  ___________________________________________________________________
 KY3533  X           -     749,877.176 (meters)                     COMP
 KY3533  Y           -  -4,834,993.565 (meters)                     COMP
 KY3533  Z           -   4,078,445.975 (meters)                     COMP
 KY3533  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 KY3533  ELLIP HEIGHT-         365.69  (meters)          (03/08/05) GPS OBS
 KY3533  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY3533
 KY3533  HORZ ORDER  -  B
 KY3533  ELLP ORDER  -  FOURTH    CLASS II
 KY3533
 KY3533.This mark is at Barnesville-Bradfield-Bradfield Airport (6G5)
 KY3533
 KY3533.The horizontal coordinates were established by GPS observations
 KY3533.and adjusted by the National Geodetic Survey in August 1996..
 KY3533
 KY3533.The orthometric height was determined by GPS observations and a
 KY3533.high-resolution geoid model.
 KY3533
 KY3533.GPS derived orthometric heights for airport stations designated as
 KY3533.PACS or SACS are published to 2 decimal places.  This maintains
 KY3533.centimeter relative accuracy between the PACS and SACS.  It does
 KY3533.not indicate centimeter accuracy relative to other marks which are
 KY3533.part of the NAVD 88 network.
 KY3533
 KY3533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3533
 KY3533.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3533
 KY3533.The ellipsoidal height was determined by GPS observations
 KY3533.and is referenced to NAD 83.
 KY3533
 KY3533.The geoid height was determined by GEOID03.
 KY3533
 KY3533;                    North         East     Units Scale Factor Converg.
 KY3533;SPC OH S     -   223,145.882   712,367.376   MT  0.99999407   +0 50 06.0
 KY3533;UTM  17      - 4,428,067.467   484,292.466   MT  0.99960304   -0 07 05.9
 KY3533
 KY3533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3533!SPC OH S     -   0.99994263  x   0.99999407  =   0.99993670
 KY3533!UTM  17      -   0.99994263  x   0.99960304  =   0.99954570
 KY3533
 KY3533:                Primary Azimuth Mark                     Grid Az
 KY3533:SPC OH S     -  BARNESVILLE CBL 430                      265 34 23.7
 KY3533:UTM  17      -  BARNESVILLE CBL 430                      266 31 35.6
 KY3533
 KY3533|---------------------------------------------------------------------|
 KY3533| PID    Reference Object                     Distance      Geod. Az  |
 KY3533|                                                           dddmmss.s |
 KY3533| AC8805 BARNESVILLE CBL 430                 430.019 METERS 2662429.7 |
 KY3533| KY3534 DOUGHTY AZ MK                       APPROX. 1.3 KM 2662429.9 |
 KY3533|---------------------------------------------------------------------|
 KY3533
 KY3533                          SUPERSEDED SURVEY CONTROL
 KY3533
 KY3533  ELLIP H (08/20/96)  365.72   (m)                       GP(       ) 4 2
 KY3533  NAD 83(1986)-  40 00 09.54350(N)    081 11 02.48751(W) AD(       ) 3
 KY3533  NAD 27      -  40 00 09.29580(N)    081 11 03.10285(W) AD(       ) 3
 KY3533  NGVD 29 (02/23/89)  399.7    (m)         1311.     (f) GPS OBS        
 KY3533
 KY3533.Superseded values are not recommended for survey control.
 KY3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3533.See file dsdata.txt to determine how the superseded data were derived.
 KY3533
 KY3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME8429228067(NAD 83)
 KY3533_MARKER: DQ = CALIBRATION BASE LINE DISK
 KY3533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3533_SP_SET: CONCRETE POST
 KY3533_STAMPING: DOUGHTY 1986
 KY3533_MARK LOGO: NGS   
 KY3533_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3533+STABILITY: SURFACE MOTION
 KY3533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3533+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1995
 KY3533
 KY3533  HISTORY     - Date     Condition        Report By
 KY3533  HISTORY     - 1986     MONUMENTED       NGS
 KY3533  HISTORY     - 19871007 GOOD
 KY3533  HISTORY     - 19950830 GOOD             NGS
 KY3533
 KY3533                          STATION DESCRIPTION
 KY3533
 KY3533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KY3533'THE STATION IS LOCATED ON THE BARNESVILLE --BRADFIELD AIRPORT 1.4
 KY3533'MILES WEST OF BARNESVILLE.  THE STATION AND AZIMUTH MARK ARE THE END
 KY3533'POINTS OF AN EDM CALIBRATION BASE LINE WHICH PARALLEL THE SOUTH EDGE
 KY3533'OF THE RUNWAY.
 KY3533'THE STATION MARK IS THE 0 POINT OF CBL AND IS A STANDARD CBL DISK
 KY3533'STAMPED ---DOUGHTY 1986--- AND SET IN A 66 CM (26 INCH) DIAMETER
 KY3533'FLUSH CONCRETE MONUMENT.  IT IS 57.8 METERS (189.6 FEET) EAST OF THE
 KY3533'EAST END OF THE RUNWAY, 7.9 METERS (25.9 FEET) NORTH OF A WITNESS POST
 KY3533'AND 5.0 METERS (16 FEET) WEST FROM A DOWNWARD SLOPE.
 KY3533'NOTE - WHEN GPS WORK IS BEING DONE IN THIS AREA CONTACT HAMILTON
 KY3533'SURVEYING CO 471 EAST. HIGH STREET, FLUSHING OHIO 43977
 KY3533'PHONE 614-968-4947.
 KY3533'TYPED BY JAMES MALONEY 9/05/87.
 KY3533
 KY3533                          STATION RECOVERY (1987)
 KY3533
 KY3533'RECOVERED 1987
 KY3533'RECOVERED IN GOOD CONDITION.
 KY3533
 KY3533                          STATION RECOVERY (1995)
 KY3533
 KY3533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3533'THE STATION IS LOCATED ABOUT 2.2 KM (1.35 MI) WEST OF BARNESVILLE, AT
 KY3533'THE BARNESVILLE-BRADFIELD AIRPORT.  IN THE GRASS, NEAR THE SOUTHEAST
 KY3533'END OF RUNWAY END 27, EAST OF THE TURNAROUND, ABOUT 4.7 M (15.4 FT)
 KY3533'WEST OF A DOWNWARD SLOPE.  OWNERSHIP--CITY OF BARNESVILLE, ROUTE 2
 KY3533'FAIRVIEW ROAD, BARNESVILLE, OH.  43713.  AIRPORT MANAGER CLYDE
 KY3533'WIHENBROOK, PHONE 614-425-3298.  NOTE--STATION DOUGHTY IS THE 0 METER
 KY3533'(0.0 FT) POINT OF A CBL RUNNING EAST-WEST, AT THE EAST END OF THE CBL.
 KY3533'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 800 AND 147
 KY3533'IN BARNESVILLE, GO WEST 2.58 KM (1.60 MI) ALONG HIGHWAY 147 TO THE
 KY3533'(GRAVEL) AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, THEN
 KY3533'EAST, 0.38 KM (0.25 MI) TO A DRAW BAR GATE.  PASS THROUGH THE GATE,
 KY3533'EAST, 0.08 KM (0.05 MI) TO THE OFFICE ON THE LEFT. CONTINUE EAST 0.75
 KY3533'KM (0.45 MI) ALONG TAXI TO A HOLD BAR.  CONTINUE SOUTHEAST 0.22 KM
 KY3533'(0.15 MI) ALONG TAXI, THEN RUNWAY, TO THE EAST END OF THE RUNWAY AND
 KY3533'TURNAROUND.  CONTINUE EAST 0.05 KM (0.05 MI) TO THE STATION ON THE
 KY3533'LEFT, JUST BEFORE THE DOWNSLOPE.  STATION IS 57.9 M (190.0 FT) EAST OF
 KY3533'THE EAST EDGE OF A TURNAROUND, 39.6 M (129.9 FT) SOUTH OF A WITNESS
 KY3533'POST, 30.5 M (100.1 FT) EAST OF THE CBL 100 FT. (30.5 M) MARKER
 KY3533'(CONCRETE MONUMENT) , 30.4 M (99.7 FT) SOUTH OF A FLUSH CONCRETE
 KY3533'MONUMENT WITH BRASS DISK AND NO STAMPING, 4.7 M (15.4 FT) WEST OF A
 KY3533'DOWNWARD SLOPE, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE
 KY3533'MONUMENT IS LEVEL WITH THE TURNAROUND AND FLUSH WITH THE GROUND
 KY3533'SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3534 ***********************************************************************
 KY3534  SACS        -  This is a Secondary Airport Control Station.
 KY3534  DESIGNATION -  DOUGHTY AZ MK
 KY3534  PID         -  KY3534
 KY3534  STATE/COUNTY-  OH/BELMONT
 KY3534  USGS QUAD   -  FAIRVIEW (1994)
 KY3534
 KY3534                         *CURRENT SURVEY CONTROL
 KY3534  ___________________________________________________________________
 KY3534* NAD 83(1995)-  40 00 06.89333(N)    081 11 57.17464(W)     ADJUSTED  
 KY3534* NAVD 88     -       398.52   (meters)    1307.5    (feet)  GPS OBS   
 KY3534  ___________________________________________________________________
 KY3534  X           -     748,603.028 (meters)                     COMP
 KY3534  Y           -  -4,835,243.289 (meters)                     COMP
 KY3534  Z           -   4,078,382.879 (meters)                     COMP
 KY3534  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 KY3534  ELLIP HEIGHT-         364.71  (meters)          (10/07/05) GPS OBS
 KY3534  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY3534
 KY3534  HORZ ORDER  -  FIRST
 KY3534  ELLP ORDER  -  FOURTH    CLASS II
 KY3534
 KY3534.This mark is at Barnesville-Bradfield-Bradfield Airport (6G5)
 KY3534
 KY3534.The horizontal coordinates were established by GPS observations
 KY3534.and adjusted by the National Geodetic Survey in May 1997..
 KY3534
 KY3534.The orthometric height was determined by GPS observations and a
 KY3534.high-resolution geoid model.
 KY3534
 KY3534.GPS derived orthometric heights for airport stations designated as
 KY3534.PACS or SACS are published to 2 decimal places.  This maintains
 KY3534.centimeter relative accuracy between the PACS and SACS.  It does
 KY3534.not indicate centimeter accuracy relative to other marks which are
 KY3534.part of the NAVD 88 network.
 KY3534
 KY3534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3534
 KY3534.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3534
 KY3534.The ellipsoidal height was determined by GPS observations
 KY3534.and is referenced to NAD 83.
 KY3534
 KY3534.The geoid height was determined by GEOID03.
 KY3534
 KY3534;                    North         East     Units Scale Factor Converg.
 KY3534;SPC OH S     -   223,045.554   711,071.415   MT  0.99999394   +0 49 31.3
 KY3534;UTM  17      - 4,427,988.747   482,995.521   MT  0.99960356   -0 07 41.0
 KY3534
 KY3534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3534!SPC OH S     -   0.99994279  x   0.99999394  =   0.99993673
 KY3534!UTM  17      -   0.99994279  x   0.99960356  =   0.99954637
 KY3534
 KY3534:                Primary Azimuth Mark                     Grid Az
 KY3534:SPC OH S     -  DOUGHTY                                  085 34 23.5
 KY3534:UTM  17      -  DOUGHTY                                  086 31 35.8
 KY3534
 KY3534|---------------------------------------------------------------------|
 KY3534| PID    Reference Object                     Distance      Geod. Az  |
 KY3534|                                                           dddmmss.s |
 KY3534| KY3533 DOUGHTY                             APPROX. 1.3 KM 0862354.8 |
 KY3534|---------------------------------------------------------------------|
 KY3534
 KY3534                          SUPERSEDED SURVEY CONTROL
 KY3534
 KY3534  ELLIP H (05/30/97)  364.75   (m)                       GP(       ) 4 2
 KY3534  NAD 83(1986)-  40 00 06.89905(N)    081 11 57.17993(W) AD(       ) 3
 KY3534  NAD 27      -  40 00 06.65162(N)    081 11 57.79322(W) AD(       ) 3
 KY3534  NGVD 29 (02/23/89)  398.8    (m)         1308.     (f) GPS OBS        
 KY3534
 KY3534.Superseded values are not recommended for survey control.
 KY3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3534.See file dsdata.txt to determine how the superseded data were derived.
 KY3534
 KY3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME8299627989(NAD 83)
 KY3534_MARKER: DQ = CALIBRATION BASE LINE DISK
 KY3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3534_SP_SET: CONCRETE POST
 KY3534_STAMPING: DOUGHTY AZ MK 1986
 KY3534_MARK LOGO: NGS   
 KY3534_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3534+STABILITY: SURFACE MOTION
 KY3534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3534+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1995
 KY3534
 KY3534  HISTORY     - Date     Condition        Report By
 KY3534  HISTORY     - 1986     MONUMENTED       NGS
 KY3534  HISTORY     - 19871007 GOOD
 KY3534  HISTORY     - 19950830 GOOD             NGS
 KY3534
 KY3534                          STATION DESCRIPTION
 KY3534
 KY3534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KY3534'THE STATION IS LOCATED ON THE BARNESVILLE --BRADFIELD AIRPORT 1.4
 KY3534'MILES WEST OF BARNESVILLE.  THE STATION AND AZIMUTH MARK ARE THE END
 KY3534'POINTS OF AN EDM CALIBRATION BASE LINE WHICH PARALLEL THE SOUTH EDGE
 KY3534'OF THE RUNWAY.
 KY3534'THE AZIMUTH MARK IS THE 1300 METER POINT OF THE CBL AND IS A STANDARD
 KY3534'CBL DISK STAMPED ---DOUGHTY 1986--- AND SET IN A 66 CM (26 INCH)
 KY3534'DIAMETER FLUSH CONCRETE MONUMENT.  IT IS 23.9 METERS (78.4 FEET)
 KY3534'WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE RUNWAY, 19.5 METERS
 KY3534'(64 FEET) EAST FROM THE CENTERLINE OF THE AIRPORT ROAD AND 4.3 METERS
 KY3534'(14.1 FEET) WEST FROM A WITNESS POST.
 KY3534'NOTE - WHEN GPS WORK IS BEING DONE IN THIS AREA CONTACT HAMILTON
 KY3534'SURVEYING CO 471 EAST. HIGH STREET, FLUSHING OHIO 43977
 KY3534'PHONE 614-968-4947.
 KY3534'TYPED BY JAMES MALONEY 9/05/87.
 KY3534
 KY3534                          STATION RECOVERY (1987)
 KY3534
 KY3534'RECOVERED 1987
 KY3534'RECOVERED IN GOOD CONDITION.
 KY3534
 KY3534                          STATION RECOVERY (1995)
 KY3534
 KY3534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3534'THE STATION IS LOCATED ABOUT 2.2 KM (1.35 MI) WEST OF BARNESVILLE, AT
 KY3534'THE BARNESVILLE-BRADFIELD AIRPORT.  IN THE GRASS, NEAR THE SOUTHWEST
 KY3534'CORNER OF RUNWAY END 9.  OWNERSHIP--CITY OF BARNESVILLE, ROUTE 2
 KY3534'FAIRVIEW ROAD, BARNESVILLE, OH.  43713.  AIRPORT MANAGER CLYDE
 KY3534'WIHENBROOK, PHONE 614-425-3298.  NOTE--STATION DOUGHTY AZ MK IS THE
 KY3534'1300 METER (4265.1 FT) POINT OF A CBL RUNNING EAST-WEST, AT THE WEST
 KY3534'END OF THE CBL.  NOTE--THIS STATION WAS SELECTED AS A (SACS) .  TO
 KY3534'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 800 AND 147 IN
 KY3534'BARNESVILLE, GO WEST 2.58 KM (1.60 MI) ALONG HIGHWAY 147 TO THE
 KY3534'(GRAVEL) AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, 0.14
 KY3534'KM (0.10 MI) ALONG ENTRANCE ROAD TO THE STATION ON THE RIGHT. STATION
 KY3534'IS 24.0 M (78.7 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF RUNWAY
 KY3534'END 9, 19.0 M (62.3 FT) SOUTHEAST OF THE ENTRANCE ROAD CENTER, 15.2 M
 KY3534'(49.9 FT) NORTHEAST OF A GAS PIPELINE WARNING WITNESS POST, 6.6 M
 KY3534'(21.7 FT) NORTH OF THE EDGE OF A BANK, AND THE MONUMENT IS 0.3 M (1.0
 KY3534'FT) BELOW THE LEVEL OF THE ENTRANCE ROAD AND FLUSH WITH THE GROUND
 KY3534'SURFACE.  THIS STATION SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1738 ***********************************************************************
 MC1738  DESIGNATION -  DOUGLAS
 MC1738  PID         -  MC1738
 MC1738  STATE/COUNTY-  OH/LUCAS
 MC1738  USGS QUAD   -  TOLEDO (1980)
 MC1738
 MC1738                         *CURRENT SURVEY CONTROL
 MC1738  ___________________________________________________________________
 MC1738* NAD 83(1995)-  41 41 31.35361(N)    083 36 12.59410(W)     ADJUSTED  
 MC1738* NAVD 88     -       188.8    (meters)     619.     (feet)  GPS OBS   
 MC1738  ___________________________________________________________________
 MC1738  X           -     531,409.880 (meters)                     COMP
 MC1738  Y           -  -4,740,238.579 (meters)                     COMP
 MC1738  Z           -   4,220,225.351 (meters)                     COMP
 MC1738  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MC1738  ELLIP HEIGHT-         153.51  (meters)          (10/07/05) GPS OBS
 MC1738  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC1738
 MC1738  HORZ ORDER  -  FIRST
 MC1738  ELLP ORDER  -  FOURTH    CLASS I
 MC1738
 MC1738.The horizontal coordinates were established by GPS observations
 MC1738.and adjusted by the National Geodetic Survey in April 1998..
 MC1738
 MC1738.The orthometric height was determined by GPS observations and a
 MC1738.high-resolution geoid model.
 MC1738
 MC1738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1738
 MC1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1738
 MC1738.The ellipsoidal height was determined by GPS observations
 MC1738.and is referenced to NAD 83.
 MC1738
 MC1738.The geoid height was determined by GEOID03.
 MC1738
 MC1738;                    North         East     Units Scale Factor Converg.
 MC1738;SPC OH N     -   225,497.620   508,137.422   MT  0.99999848   -0 43 29.8
 MC1738;SPC MI S     -    21,620.651 4,063,539.870   MT  1.00012149   +0 31 09.7
 MC1738;SPC MI S     -    70,933.89 13,331,823.72   iFT  1.00012149   +0 31 09.7
 MC1738;UTM  17      - 4,618,860.275   283,339.256   MT  1.00017769   -1 43 56.4
 MC1738
 MC1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1738!SPC OH N     -   0.99997592  x   0.99999848  =   0.99997440
 MC1738!SPC MI S     -   0.99997592  x   1.00012149  =   1.00009741
 MC1738!UTM  17      -   0.99997592  x   1.00017769  =   1.00015361
 MC1738
 MC1738:                Primary Azimuth Mark                     Grid Az
 MC1738:SPC OH N     -  DEVEAUX                                  272 48 49.0
 MC1738:SPC MI S     -  DEVEAUX                                  271 34 09.5
 MC1738:UTM  17      -  DEVEAUX                                  273 49 15.6
 MC1738
 MC1738|---------------------------------------------------------------------|
 MC1738| PID    Reference Object                     Distance      Geod. Az  |
 MC1738|                                                           dddmmss.s |
 MC1738| MC1735 DEVEAUX                             410.960 METERS 2720519.2 |
 MC1738|---------------------------------------------------------------------|
 MC1738
 MC1738                          SUPERSEDED SURVEY CONTROL
 MC1738
 MC1738  ELLIP H (04/01/98)  153.56   (m)                       GP(       ) 4 1
 MC1738  NAD 83(1995)-  41 41 31.35360(N)    083 36 12.59407(W) AD(       ) 1
 MC1738  NAD 83(1986)-  41 41 31.36541(N)    083 36 12.60925(W) AD(       ) 1
 MC1738
 MC1738.Superseded values are not recommended for survey control.
 MC1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1738.See file dsdata.txt to determine how the superseded data were derived.
 MC1738
 MC1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8333918860(NAD 83)
 MC1738_MARKER: DD = SURVEY DISK
 MC1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1738_SP_SET: CONCRETE POST
 MC1738_STAMPING: DOUGLAS 1993
 MC1738_MARK LOGO: OH-095
 MC1738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1738+STABILITY: SURFACE MOTION
 MC1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1738+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1738
 MC1738  HISTORY     - Date     Condition        Report By
 MC1738  HISTORY     - 1993     MONUMENTED       OH-095
 MC1738
 MC1738                          STATION DESCRIPTION
 MC1738
 MC1738'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1738'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO IN THE CITY OF TOLEDO.
 MC1738'TO REACH THE STATION FROM THE WESTGATE SHOPPING CENTER AT THE
 MC1738'INTERSECTION OF CENTRAL AVENUE (STATE ROUTE 120) AND SECOR ROAD
 MC1738'PROCEED NORTH ALONG SECOR ROAD 1.0 MILES TO ITS INTERSECTION WITH
 MC1738'SYLVANIA AVENUE.  TURN RIGHT AND PROCEED EAST ALONG SYLVANIA AVENUE
 MC1738'1.0 MILES TO ITS INTERSECTION WITH SYLVANIA AVENUE AND DOUGLAS ROAD.
 MC1738'CONTINUE EAST ALONG SYLVANIA AVENUE APPROXIMATELY 60 FEET TO
 MC1738'DOUGLAS-SYLVANIA MEDICAL BUILDING AND THE STATION ON THE RIGHT.
 MC1738'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1738'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 0.1 FEET BELOW GROUND
 MC1738'SURFACE AND IS STAMPED --DOUGLAS 1993--.
 MC1738'THE STATION IS 24.5 FEET EAST FROM THE CENTER OF A STEEL LIGHT POLE,
 MC1738'32.4 FEET NORTHWEST FROM THE NORTHWEST CORNER OF DOUGLAS-SYLVANIA
 MC1738'MEDICAL BUILDING, 2.5 FEET SOUTH FROM THE SOUTH EDGE OF A CONCRETE
 MC1738'SIDEWALK, AND 24.0 FEET WEST FROM THE CENTERLINE OF AN ASPHALT DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2094 ***********************************************************************
 JX2094  DESIGNATION -  DOVENBECKER
 JX2094  PID         -  JX2094
 JX2094  STATE/COUNTY-  OH/WASHINGTON
 JX2094  USGS QUAD   -  LOWER SALEM (1994)
 JX2094
 JX2094                         *CURRENT SURVEY CONTROL
 JX2094  ___________________________________________________________________
 JX2094* NAD 83(1995)-  39 34 07.92878(N)    081 28 05.08909(W)     ADJUSTED  
 JX2094* NAVD 88     -       336.9    (meters)    1105.     (feet)  GPS OBS   
 JX2094  ___________________________________________________________________
 JX2094  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 JX2094  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JX2094
 JX2094  HORZ ORDER  -  FIRST
 JX2094
 JX2094.The horizontal coordinates were established by classical geodetic methods
 JX2094.and adjusted by the National Geodetic Survey in April 1998..
 JX2094
 JX2094.The orthometric height was determined by GPS observations and a
 JX2094.high-resolution geoid model.
 JX2094
 JX2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2094
 JX2094.The geoid height was determined by GEOID03.
 JX2094
 JX2094;                    North         East     Units Scale Factor Converg.
 JX2094;SPC OH S     -   174,672.656   688,664.127   MT  0.99994108   +0 39 17.2
 JX2094;UTM  17      - 4,380,012.307   459,794.578   MT  0.99961990   -0 17 53.4
 JX2094
 JX2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2094!SPC OH S     -   0.99995250  x   0.99994108  =   0.99989359
 JX2094!UTM  17      -   0.99995250  x   0.99961990  =   0.99957242
 JX2094
 JX2094:                Primary Azimuth Mark                     Grid Az
 JX2094:SPC OH S     -  DOVENBECKER AZ MK                        200 45 33.3
 JX2094:UTM  17      -  DOVENBECKER AZ MK                        201 42 43.9
 JX2094
 JX2094|---------------------------------------------------------------------|
 JX2094| PID    Reference Object                     Distance      Geod. Az  |
 JX2094|                                                           dddmmss.s |
 JX2094| CC9843 DOVENBECKER AZ MK                                  2012450.5 |
 JX2094| CC9844 DOVENBECKER RM 1                     33.012 METERS 20341     |
 JX2094| CC9845 DOVENBECKER RM 2                     30.953 METERS 31327     |
 JX2094|---------------------------------------------------------------------|
 JX2094
 JX2094                          SUPERSEDED SURVEY CONTROL
 JX2094
 JX2094  NAD 83(1986)-  39 34 07.93463(N)    081 28 05.10117(W) AD(       ) 1
 JX2094  NAD 27      -  39 34 07.67000(N)    081 28 05.66000(W) AD(       ) 1
 JX2094
 JX2094.Superseded values are not recommended for survey control.
 JX2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2094.See file dsdata.txt to determine how the superseded data were derived.
 JX2094
 JX2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5979580012(NAD 83)
 JX2094_MARKER: DH = HORIZONTAL CONTROL DISK
 JX2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2094_SP_SET: CONCRETE POST
 JX2094_MARK LOGO: USGS  
 JX2094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JX2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2094+STABILITY: SURFACE MOTION
 JX2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2094+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1992
 JX2094
 JX2094  HISTORY     - Date     Condition        Report By
 JX2094  HISTORY     - 1944     MONUMENTED       USGS
 JX2094  HISTORY     - 1944     GOOD             USGS
 JX2094  HISTORY     - 1957     GOOD             CGS
 JX2094  HISTORY     - 19921005 GOOD             GEOMET
 JX2094
 JX2094                          STATION DESCRIPTION
 JX2094
 JX2094'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (FN)
 JX2094'STATION IS LOCATED ON A BARE HILL, ABOUT 3 MILES N OF LOWELL, AND
 JX2094'ABOUT 3 MILES NW
 JX2094'OF WARNER.  IT IS 120 FEET N OF THE CENTER LINE
 JX2094'OF A ROAD.
 JX2094'
 JX2094'STATION MARK IS A U.S. GEOLOGICAL SURVEY STANDARD DISK AND
 JX2094'IS NOT STAMPED.
 JX2094'UNDERGROUND MARK.
 JX2094'
 JX2094'REFERENCE AND AZIMUTH MARKS ARE U.S.C. AND G.S. BRONZE DISKS
 JX2094'SET IN CONCRETE.
 JX2094'
 JX2094'REFERENCE MARK 1 IS 108.31 FEET SW OF THE STATION AND 25 FEET
 JX2094'N OF THE CENTER
 JX2094'LINE OF A ROAD.  IT IS STAMPED DOVENBECKER USGS
 JX2094'NO 1 1944.
 JX2094'
 JX2094'REFERENCE MARK 2 IS 101.55 FEET NW OF THE STATION, 128 FEET
 JX2094'N OF THE CENTER
 JX2094'LINE OF A ROAD, AND 2 FEET E OF FENCELINE.  IT
 JX2094'IS STAMPED DOVENBECKER USGS NO 2
 JX2094'1944.
 JX2094'
 JX2094'AZIMUTH MARK IS ON E SIDE OF ROAD, 17 FEET E OF THE CENTER
 JX2094'LINE OF THE ROAD,
 JX2094'12.3 FEET S OF A POLE, AND 6 FEET S OF A WOODEN
 JX2094'WITNESS POST.  IT IS STAMPED
 JX2094'DOVENBECKER USGS 1944.
 JX2094'
 JX2094'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77
 JX2094'AND 530 IN LOWELL,
 JX2094'GO N ON HIGHWAY 530 FOR 4 MILES TO THE AZIMUTH
 JX2094'MARK ON THE RIGHT.  CONTINUE FOR 0.4
 JX2094'MILE TO A LEFT FORK, TAKE
 JX2094'LEFT FORK AND GO 0.2 MILE TO THE STATION ON THE RIGHT.
 JX2094'
 JX2094'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 JX2094
 JX2094                          STATION RECOVERY (1944)
 JX2094
 JX2094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1944
 JX2094'RECOVERED IN GOOD CONDITION.
 JX2094
 JX2094                          STATION RECOVERY (1957)
 JX2094
 JX2094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 JX2094'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 JX2094'IN GOOD CONDITION AS DESCRIBED
 JX2094'EXCEPT FOR THE FOLLOWING CORRECTION-
 JX2094'
 JX2094'FROM THE JUNCTION OF STATE HIGHWAYS 77 AND 530 IN LOWELL, GO NORTH ON
 JX2094'HIGHWAY 530 FOR 3.6 (INSTEAD
 JX2094'OF 4.0) MILES TO THE AZIMUTH MARK, THEN CONTINUE 0.4 MILE TO A LEFT
 JX2094'FORK.  TAKE LEFT FORK FOR 0.2 MILE
 JX2094'TO STATION ON RIGHT.
 JX2094
 JX2094                          STATION RECOVERY (1992)
 JX2094
 JX2094'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1992
 JX2094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2083 ***********************************************************************
 MB2083  DESIGNATION -  DOVER
 MB2083  PID         -  MB2083
 MB2083  STATE/COUNTY-  OH/ASHTABULA
 MB2083  USGS QUAD   -  ANDOVER (1994)
 MB2083
 MB2083                         *CURRENT SURVEY CONTROL
 MB2083  ___________________________________________________________________
 MB2083* NAD 83(1995)-  41 36 25.61255(N)    080 32 11.35663(W)     ADJUSTED  
 MB2083* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 MB2083  ___________________________________________________________________
 MB2083  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 MB2083  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB2083
 MB2083  HORZ ORDER  -  THIRD
 MB2083
 MB2083.The horizontal coordinates were established by classical geodetic methods
 MB2083.and adjusted by the National Geodetic Survey in April 1998..
 MB2083
 MB2083.The orthometric height was scaled from a topographic map.
 MB2083
 MB2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2083
 MB2083.The geoid height was determined by GEOID03.
 MB2083
 MB2083;                    North         East     Units Scale Factor Converg.
 MB2083;SPC OH N     -   217,326.230   763,658.760   MT  0.99998341   +1 17 23.7
 MB2083;SPC PA N     -   163,704.363   367,771.535   MT  0.99996231   -1 50 36.1
 MB2083;SPC PA N     -   537,086.73  1,206,597.11   sFT  0.99996231   -1 50 36.1
 MB2083;UTM  17      - 4,606,259.842   538,622.237   MT  0.99961836   +0 18 28.0
 MB2083
 MB2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2083!SPC OH N     -   0.99995703  x   0.99998341  =   0.99994045
 MB2083!SPC PA N     -   0.99995703  x   0.99996231  =   0.99991935
 MB2083!UTM  17      -   0.99995703  x   0.99961836  =   0.99957541
 MB2083
 MB2083:                Primary Azimuth Mark                     Grid Az
 MB2083:SPC OH N     -  ARAM                                     006 21 58.7
 MB2083:SPC PA N     -  ARAM                                     009 29 58.5
 MB2083:UTM  17      -  ARAM                                     007 20 54.4
 MB2083
 MB2083|---------------------------------------------------------------------|
 MB2083| PID    Reference Object                     Distance      Geod. Az  |
 MB2083|                                                           dddmmss.s |
 MB2083| MB2080 ARAM                                APPROX. 4.1 KM 0073922.4 |
 MB2083|---------------------------------------------------------------------|
 MB2083
 MB2083                          SUPERSEDED SURVEY CONTROL
 MB2083
 MB2083  NAD 83(1986)-  41 36 25.61763(N)    080 32 11.35263(W) AD(       ) 3
 MB2083  NAD 27      -  41 36 25.41700(N)    080 32 12.09600(W) AD(       ) 3
 MB2083
 MB2083.Superseded values are not recommended for survey control.
 MB2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2083.See file dsdata.txt to determine how the superseded data were derived.
 MB2083
 MB2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3862206260(NAD 83)
 MB2083_MARKER: Z = SEE DESCRIPTION
 MB2083_SETTING: 0 = UNSPECIFIED SETTING
 MB2083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2083
 MB2083  HISTORY     - Date     Condition        Report By
 MB2083  HISTORY     - 1941     MONUMENTED       PADFW
 MB2083  HISTORY     - 19931001 MARK NOT FOUND   OHDT
 MB2083
 MB2083                          STATION DESCRIPTION
 MB2083
 MB2083'DESCRIBED BY PA DEPT FORESTS WTRS 1941
 MB2083'REACHED FROM ANDOVER BY GOING E ON ROUTE 85 FOR 1.2
 MB2083'MILES (W END OF
 MB2083'MAIN PYMATUNING CAUSEWAY).
 MB2083'
 MB2083'THE STATION IS IN S CROWN STONE OF RETAINING WALL AT A
 MB2083'POINT 103.4 FEET E
 MB2083'OF THE WESTERN END OF WALL, 1.7 FEET N OF THE
 MB2083'S EDGE OF CROWN STONE AND 1 FOOT S OF
 MB2083'THE HIGHWAY GUARD RAIL.
 MB2083'
 MB2083'STATION IS MARKED WITH A PA. COORDINATE SYSTEM BRONZE TABLET
 MB2083'CEMENTED IN DRILL
 MB2083'HOLE IN ROCK.
 MB2083
 MB2083                          STATION RECOVERY (1993)
 MB2083
 MB2083'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3351 ***********************************************************************
 KY3351  DESIGNATION -  DOVER
 KY3351  PID         -  KY3351
 KY3351  STATE/COUNTY-  OH/TUSCARAWAS
 KY3351  USGS QUAD   -  DOVER (1994)
 KY3351
 KY3351                         *CURRENT SURVEY CONTROL
 KY3351  ___________________________________________________________________
 KY3351* NAD 83(1995)-  40 30 54.84175(N)    081 26 30.07658(W)     ADJUSTED  
 KY3351* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 KY3351  ___________________________________________________________________
 KY3351  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 KY3351  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KY3351
 KY3351  HORZ ORDER  -  FIRST
 KY3351
 KY3351.The horizontal coordinates were established by classical geodetic methods
 KY3351.and adjusted by the National Geodetic Survey in April 1998..
 KY3351
 KY3351.The orthometric height was scaled from a topographic map.
 KY3351
 KY3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3351
 KY3351.The geoid height was determined by GEOID03.
 KY3351
 KY3351;                    North         East     Units Scale Factor Converg.
 KY3351;SPC OH N     -    94,774.674   689,686.933   MT  0.99998532   +0 41 42.9
 KY3351;UTM  17      - 4,485,039.382   462,582.486   MT  0.99961723   -0 17 13.0
 KY3351
 KY3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3351!SPC OH N     -   0.99994926  x   0.99998532  =   0.99993458
 KY3351!UTM  17      -   0.99994926  x   0.99961723  =   0.99956651
 KY3351
 KY3351:                Primary Azimuth Mark                     Grid Az
 KY3351:SPC OH N     -  DOVER AZ MK                              008 12 20.7
 KY3351:UTM  17      -  DOVER AZ MK                              009 11 16.6
 KY3351
 KY3351|---------------------------------------------------------------------|
 KY3351| PID    Reference Object                     Distance      Geod. Az  |
 KY3351|                                                           dddmmss.s |
 KY3351| CC9846 DOVER AZ MK                                        0085403.6 |
 KY3351| CC9847 DOVER RM 1                           18.830 METERS 14523     |
 KY3351| CC9848 DOVER RM 2                           19.801 METERS 26557     |
 KY3351|---------------------------------------------------------------------|
 KY3351
 KY3351                          SUPERSEDED SURVEY CONTROL
 KY3351
 KY3351  NAD 83(1986)-  40 30 54.85111(N)    081 26 30.08284(W) AD(       ) 1
 KY3351  NAD 27      -  40 30 54.61900(N)    081 26 30.67100(W) AD(       ) 1
 KY3351
 KY3351.Superseded values are not recommended for survey control.
 KY3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3351.See file dsdata.txt to determine how the superseded data were derived.
 KY3351
 KY3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME6258285039(NAD 83)
 KY3351_MARKER: Z = SEE DESCRIPTION
 KY3351_SETTING: 0 = UNSPECIFIED SETTING
 KY3351
 KY3351  HISTORY     - Date     Condition        Report By
 KY3351  HISTORY     - 1944     MONUMENTED       CGS
 KY3351  HISTORY     - 1963     MARK NOT FOUND   LOCENG
 KY3351  HISTORY     - 1969     GOOD             OHDT
 KY3351
 KY3351                          STATION DESCRIPTION
 KY3351
 KY3351'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 KY3351'STATION IS LOCATED ON A HIGH BARE HILL ABOUT 2-1/2 MILES BY ROAD E OF
 KY3351'DOVER, ABOUT 2-3/4 MILES BY
 KY3351'ROAD N OF NEW PHILADELPHIA, AND ON LAND OWNED BY
 KY3351'THE REEVES MFG. CO.  IT IS 48
 KY3351'FEET W OF AN ELECTRIC FENCE, 75 FEET
 KY3351'NW OF AN 8-INCH APPLE TREE, AND 6.5 FEET N OF A
 KY3351'WOODEN WITNESS
 KY3351'POST.
 KY3351'
 KY3351'SURFACE MARK IS SET IN A 6-INCH TILE FILLED WITH CONCRETE
 KY3351'AND STAMPED DOVER
 KY3351'1944.  UNDERGROUND MARK IS A BRONZE DISK SET
 KY3351'IN THE TOP OF A CONCRETE POST.
 KY3351'
 KY3351'REFERENCE MARK 1 IS 61.78 FEET (SLOPE DISTANCE) SE OF THE
 KY3351'STATION.  IT IS 17
 KY3351'FEET N OF AN 8-INCH APPLE TREE AND 1.5 FEET W
 KY3351'OF ELECTRIC FENCE.  IT IS SET IN A
 KY3351'6-INCH TILE FILLED WITH CONCRETE
 KY3351'AND STAMPED DOVER NO 1 1944.
 KY3351'
 KY3351'REFERENCE MARK 2 IS 64.97 FEET (SLOPE DISTANCE) W OF THE STATION,
 KY3351'ON THE W RIDGE OF
 KY3351'THE HILL.  IT IS SET IN A 6-INCH TILE
 KY3351'FILLED WITH CONCRETE AND STAMPED
 KY3351'DOVER NO 2 1944.
 KY3351'
 KY3351'AZIMUTH MARK IS ON THE N SIDE OF STATE HIGHWAY 8.  IT IS 20
 KY3351'FEET N OF THE
 KY3351'CENTER LINE OF THE ROAD, 27 FEET E OF THE CONCRETE
 KY3351'DRIVEWAY, AND 4 FEET SW OF A
 KY3351'WOODEN WITNESS POST.  IT IS STAMPED
 KY3351'DOVER 1944.  IT IS A BRONZE DISK SET IN THE TOP
 KY3351'OF A CONCRETE POST.
 KY3351'
 KY3351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 21
 KY3351'AND 250 AND STATE
 KY3351'HIGHWAY 8 IN DOVER, GO S AND FOLLOW HIGHWAY 250
 KY3351'AND STATE HIGHWAY 8 FOR 1.5 MILES TO
 KY3351'A REVERSE FORK AT A CITIES
 KY3351'SERVICE STATION, TURN SHARP LEFT AND GO 0.6 MILE TO
 KY3351'FARMHOUSE AND
 KY3351'END OF TRUCK TRAVEL, CONTINUE ESE 0.5 MILE TO HIGHEST HILL AND
 KY3351'STATION.
 KY3351'
 KY3351'TO REACH THE AZIMUTH MARK FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 KY3351'OF U.S. HIGHWAY 21
 KY3351'AND STATE HIGHWAY 8, GO E AND FOLLOW
 KY3351'HIGHWAY 8 FOR 2.5 MILES TO A CONCRETE
 KY3351'FARM DRIVE LEADING TO A WHITE
 KY3351'BARN AND MARK.
 KY3351'
 KY3351'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 KY3351
 KY3351                          STATION RECOVERY (1963)
 KY3351
 KY3351'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (WHD)
 KY3351'SURFACE MONUMENT AND REFERENCE MONUMENTS WERE NOT FOUND.  A DILIGENT
 KY3351'SEARCH WAS MADE BY BOTH PROBING AND DIGGING THE TOP OF THE HILL TO
 KY3351'NO AVAIL.  ALL REFERENCE POINTS ARE LOST AND FENCES AND TREES USED
 KY3351'IN THE DESCRIPTION ARE MISSING.  IT APPEARS THE SUB-SURFACE
 KY3351'MONUMENT IS STILL INTACT, HOWEVER, NOT KNOWING DEPTH AND HAVING NO
 KY3351'DESCRIPTION, IT WAS NOT RECOVERED.  THE TENANT FARMER STATES THE
 KY3351'SURFACE MONUMENTS WERE DESTROYED THROUGH CULTIVATION OF THE AREA.
 KY3351'PERMISSION WAS GRANTED BY THE OWNER AND TENANT FARMER TO DIG
 KY3351'FOR THE MONUMENT.
 KY3351
 KY3351                          STATION RECOVERY (1969)
 KY3351
 KY3351'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1969 (SLC)
 KY3351'DOVER RECOVERED GOOD.
 KY3351'
 KY3351'RM NO. 1 COULD NOT FIND.
 KY3351'
 KY3351'RM NO. 2 COULD NOT FIND.
 KY3351'
 KY3351'AZIMUTH RECOVERED GOOD.
 KY3351'
 KY3351'THIS MARK IS NOW OCCUPYING LAND THAT BELONG TO THE COUNTRY CLUB.
 KY3351'
 KY3351'TO REACH THIS MARK IT IS NOW NECESSARY TO PASS THROUGH A GOLF COURSE
 KY3351'BELONGING TO THE COUNTRY CLUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1768 ***********************************************************************
 KZ1768  DESIGNATION -  DOWD
 KZ1768  PID         -  KZ1768
 KZ1768  STATE/COUNTY-  OH/KNOX
 KZ1768  USGS QUAD   -  GREER (1978)
 KZ1768
 KZ1768                         *CURRENT SURVEY CONTROL
 KZ1768  ___________________________________________________________________
 KZ1768* NAD 83(1995)-  40 30 52.61225(N)    082 14 55.98947(W)     ADJUSTED  
 KZ1768* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 KZ1768  ___________________________________________________________________
 KZ1768  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 KZ1768  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KZ1768
 KZ1768  HORZ ORDER  -  SECOND
 KZ1768
 KZ1768.The horizontal coordinates were established by classical geodetic methods
 KZ1768.and adjusted by the National Geodetic Survey in April 1998..
 KZ1768
 KZ1768.The orthometric height was scaled from a topographic map.
 KZ1768
 KZ1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1768
 KZ1768.The geoid height was determined by GEOID03.
 KZ1768
 KZ1768;                    North         East     Units Scale Factor Converg.
 KZ1768;SPC OH N     -    94,192.380   621,281.416   MT  0.99998542   +0 09 53.9
 KZ1768;UTM  17      - 4,485,626.099   394,198.719   MT  0.99973779   -0 48 41.1
 KZ1768
 KZ1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1768!SPC OH N     -   0.99994597  x   0.99998542  =   0.99993139
 KZ1768!UTM  17      -   0.99994597  x   0.99973779  =   0.99968378
 KZ1768
 KZ1768|---------------------------------------------------------------------|
 KZ1768| PID    Reference Object                     Distance      Geod. Az  |
 KZ1768|                                                           dddmmss.s |
 KZ1768| CE5980 DOWD RM 1                            17.671 METERS 17700     |
 KZ1768| KZ1865 COOPER                              APPROX. 9.8 KM 2242101.3 |
 KZ1768| CE5981 DOWD RM 2                            20.231 METERS 34550     |
 KZ1768|---------------------------------------------------------------------|
 KZ1768
 KZ1768                          SUPERSEDED SURVEY CONTROL
 KZ1768
 KZ1768  NAD 83(1986)-  40 30 52.61820(N)    082 14 55.99198(W) AD(       ) 2
 KZ1768  NAD 27      -  40 30 52.39127(N)    082 14 56.40999(W) AD(       ) 2
 KZ1768
 KZ1768.Superseded values are not recommended for survey control.
 KZ1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1768.See file dsdata.txt to determine how the superseded data were derived.
 KZ1768
 KZ1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9419985626(NAD 83)
 KZ1768_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1768
 KZ1768  HISTORY     - Date     Condition        Report By
 KZ1768  HISTORY     - 1959     MONUMENTED       CGS
 KZ1768
 KZ1768                          STATION DESCRIPTION
 KZ1768
 KZ1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1768'THE STATION IS ABOUT 8-1/2 MILES SOUTH OF LOUDONVILLE, 4-1/2 MILES
 KZ1768'NORTH OF DANVILLE, 3
 KZ1768'MILES SOUTHEAST OF THE VILLAGE OF JELLOWAY, 3/4 MILE EAST OF DOWD
 KZ1768'CREEK, IN JEFFERSON TOWNSHIP,
 KZ1768'SECTION 7, T-8-N, R-10-W, AND ON LAND OWNED BY MR. C.F. STOUT.
 KZ1768'
 KZ1768'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 205 AT
 KZ1768'THE SOUTH EDGE OF THE
 KZ1768'VILLAGE OF JELLOWAY, GO NORTH ON HIGHWAY 3 FOR 0.2 MILE TO A SIDE
 KZ1768'ROAD ON THE RIGHT.  TURN RIGHT AND
 KZ1768'GO EASTERLY ON THE GRAVELED ROAD 2.6 MILES TO A CROSSROAD,
 KZ1768'(KNOX COUNTY ROUTES 42 AND 81).  TURN RIGHT
 KZ1768'AND FOLLOW ROUTE 42 FOR 1.5 MILES TO THE
 KZ1768'C.F. STOUT MAIL BOX ON THE LEFT.  TURN LEFT AND GO 0.1 MILE TO
 KZ1768'MR. STOUTS HOUSE ON THE LEFT.
 KZ1768'CONTINUE EAST ON A TRACK ROAD 0.3 MILE TO A ROAD FORK.  BEAR LEFT AND
 KZ1768'GO NORTHEAST THROUGH A FIELD AND
 KZ1768'THE WOODS FOR 0.15 MILE TO A FENCELINE.  TURN LEFT AND
 KZ1768'FOLLOW THE WOODS ROAD 0.1 MILE TO THE STATION ON
 KZ1768'THE RIGHT.
 KZ1768'
 KZ1768'STATION MARKS ARE STANDARD DISKS STAMPED DOWD 1959.  THE SURFACE DISK
 KZ1768'IS SET IN A SQUARE CONCRETE
 KZ1768'POST WHICH PROJECTS 3 INCHES.  IT IS 12 FEET SOUTH OF A TRIANGULAR
 KZ1768'BLAZE ON A DEAD TREE WHICH IS 4
 KZ1768'FEET IN DIAMETER, 3 FEET EAST OF THE FENCELINE AND 3.5
 KZ1768'FEET WEST OF A STANDARD METAL WITNESS POST.  THE
 KZ1768'UNDERGROUND DISK IS SET IN AN IRREGULAR
 KZ1768'MASS OF CONCRETE 28 INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1768'
 KZ1768'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DOWD NO 1 1959, IS SET
 KZ1768'IN A SQUARE CONCRETE POST
 KZ1768'WHICH PROJECTS 6 INCHES.  IT IS 15 FEET NORTH OF A TRIANGULAR BLAZE
 KZ1768'ON AN 8-INCH DECIDUOUS TREE AND 8
 KZ1768'FEET EAST OF THE FENCELINE.
 KZ1768'
 KZ1768'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DOWD NO 2 1959, IS SET
 KZ1768'IN A SQUARE CONCRETE POST
 KZ1768'WHICH PROJECTS 6 INCHES.  IT IS 58 FEET NORTH OF A 30-INCH OAK TREE
 KZ1768'WHICH IS USED FOR THE CORNER
 KZ1768'POST OF THE FENCELINE AND 1 FOOT EAST OF THE FENCELINE
 KZ1768'WHICH IS ON THE WEST SIDE OF THE LANE ROAD.
 KZ1768'
 KZ1768'NO AZIMUTH MARK WAS SET.
 KZ1768'
 KZ1768'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3468 ***********************************************************************
 KY3468  DESIGNATION -  DOYLE
 KY3468  PID         -  KY3468
 KY3468  STATE/COUNTY-  OH/WAYNE
 KY3468  USGS QUAD   -  DOYLESTOWN (1994)
 KY3468
 KY3468                         *CURRENT SURVEY CONTROL
 KY3468  ___________________________________________________________________
 KY3468* NAD 83(1995)-  40 58 33.83999(N)    081 41 28.60287(W)     ADJUSTED  
 KY3468* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 KY3468  ___________________________________________________________________
 KY3468  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 KY3468  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KY3468
 KY3468  HORZ ORDER  -  FIRST
 KY3468
 KY3468.The horizontal coordinates were established by classical geodetic methods
 KY3468.and adjusted by the National Geodetic Survey in April 1998..
 KY3468
 KY3468.The orthometric height was scaled from a topographic map.
 KY3468
 KY3468.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3468
 KY3468.The geoid height was determined by GEOID03.
 KY3468
 KY3468;                    North         East     Units Scale Factor Converg.
 KY3468;SPC OH N     -   145,718.924   668,061.502   MT  0.99994041   +0 31 52.6
 KY3468;UTM  17      - 4,536,330.311   441,841.188   MT  0.99964163   -0 27 11.9
 KY3468
 KY3468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3468!SPC OH N     -   0.99994375  x   0.99994041  =   0.99988416
 KY3468!UTM  17      -   0.99994375  x   0.99964163  =   0.99958540
 KY3468
 KY3468:                Primary Azimuth Mark                     Grid Az
 KY3468:SPC OH N     -  AKRON MUN APT GOODYEAR HGR BCN           070 41 19.5
 KY3468:UTM  17      -  AKRON MUN APT GOODYEAR HGR BCN           071 40 24.0
 KY3468
 KY3468|---------------------------------------------------------------------|
 KY3468| PID    Reference Object                     Distance      Geod. Az  |
 KY3468|                                                           dddmmss.s |
 KY3468| MB2704 AKRON MUN APT GOODYEAR HGR BCN      APPROX.19.7 KM 0711312.1 |
 KY3468| KY3400 RUMPH                               APPROX.18.0 KM 0934912.0 |
 KY3468| CC9850 DOYLE RM 2                           87.154 METERS 13052     |
 KY3468| CC9849 DOYLE RM 1                           74.609 METERS 18042     |
 KY3468|---------------------------------------------------------------------|
 KY3468
 KY3468                          SUPERSEDED SURVEY CONTROL
 KY3468
 KY3468  NAD 83(1986)-  40 58 33.84708(N)    081 41 28.60665(W) AD(       ) 1
 KY3468  NAD 27      -  40 58 33.65087(N)    081 41 29.14763(W) AD(       ) 1
 KY3468
 KY3468.Superseded values are not recommended for survey control.
 KY3468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3468.See file dsdata.txt to determine how the superseded data were derived.
 KY3468
 KY3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4184136330(NAD 83)
 KY3468_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3468_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3468+STABILITY: SURFACE MOTION
 KY3468
 KY3468  HISTORY     - Date     Condition        Report By
 KY3468  HISTORY     - 1943     MONUMENTED       CGS
 KY3468  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KY3468  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KY3468  HISTORY     - 1970     GOOD             OHDT
 KY3468  HISTORY     - 1975     GOOD             NGS
 KY3468  HISTORY     - 1977     GOOD             LOCENG
 KY3468  HISTORY     - 1983     MARK NOT FOUND   NGS
 KY3468
 KY3468                          STATION DESCRIPTION
 KY3468
 KY3468'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KY3468'ABOUT 0.6 MILE NE OF
 KY3468'THE VILLAGE OF
 KY3468'DOYLESTOWN, ON THE PROPERTY OWNED BY THE KLINE
 KY3468'ESTATE, ABOUT 300 FEET N OF THE
 KY3468'APPROXIMATE CENTER LINE OF STATE
 KY3468'HIGHWAY 5.  THE STATION IS SET 297 FEET E OF THE
 KY3468'NE CORNER OF THE
 KY3468'KLINE HOUSE, 39 FEET NW OF AN 8-INCH POPLAR TREE, AND 27 FEET W
 KY3468'OF THE NW CORNER
 KY3468'POST OF A GRAPE VINEYARD.  IT IS STAMPED DOYLE
 KY3468'1943 AND IS 12 INCHES BELOW THE
 KY3468'SURFACE OF THE GROUND.
 KY3468'
 KY3468'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 KY3468'SET IN CONCRETE.
 KY3468'
 KY3468'REFERENCE MARK 1 IS 244.78 FEET S OF THE STATION, 53 FEET NE
 KY3468'OF THE NE CORNER
 KY3468'OF THE KLINE HOUSE, AND 35.3 FEET S OF A TELEPHONE
 KY3468'POLE.  THE MARK IS APPROXIMATELY 5
 KY3468'FEET LOWER IN ELEVATION
 KY3468'THAN THE STATION.  THE DISK IS STAMPED DOYLE NO 1
 KY3468'1943 WITH
 KY3468'ARROW POINTING TO STATION.
 KY3468'
 KY3468'REFERENCE MARK 2 IS 285.94 FEET SE OF THE STATION, 59 FEET W
 KY3468'OF
 KY3468'POWER-TRANSMISSION LINE POLE CH 185, 32 FEET NW OF THE APPROXIMATE
 KY3468'CENTER LINE OF STATE
 KY3468'HIGHWAY 5, AND 14.6 FEET N OF A
 KY3468'24-INCH OAK TREE.  THE DISK IS STAMPED
 KY3468'DOYLE NO 2 1943 WITH
 KY3468'ARROW POINTING TO STATION.
 KY3468'
 KY3468'NO AZIMUTH MARK WAS SET.  THE ST. PAUL AND PETER CATHOLIC
 KY3468'CHURCH SPIRE,
 KY3468'WHICH IS APPROXIMATELY 110 FEET IN HEIGHT AND HAS A
 KY3468'GOLD CROSS ON TOP, WAS USED FOR
 KY3468'AN AZIMUTH MARK.
 KY3468'
 KY3468'TO REACH THE STATION FROM THE DOYLESTOWN POST OFFICE, GO NE
 KY3468'ON STATE HIGHWAY 5
 KY3468'FOR 0.6 MILE TO THE KLINE RESIDENCE ON THE
 KY3468'LEFT SIDE OF THE HIGHWAY, PASS THE
 KY3468'HOUSE ON THE S AND FOLLOW FARM
 KY3468'DRIVE TO THE W OF AN OLD APPLE ORCHARD FOR 0.1 MILE.
 KY3468'
 KY3468'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 KY3468
 KY3468                          STATION RECOVERY (1951)
 KY3468
 KY3468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 KY3468'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 KY3468'GOOD CONDITION.  OLD DESCRIPTION
 KY3468'IS ADEQUATE.  A NEW TO REACH FOLLOWS-
 KY3468'
 KY3468'TO REACH STATION FROM THE MONUMENT IN THE CENTER OF A TRAFFIC ISLAND
 KY3468'IN THE CITY OF DOYLESTOWN, GO
 KY3468'NORTHEAST ON STATE HIGHWAY 5 FOR 0.55 MILE TO A FARM DRIVEWAY LEFT,
 KY3468'JUST BEYOND A HOUSE ON LEFT, TURN
 KY3468'LEFT ON FARM DRIVEWAY AND FOLLOW DIM TRACK ROAD FOR 0.05 MILE
 KY3468'TO WHERE ROAD TURNS LEFT AND STATION AS
 KY3468'ORIGINALLY DESCRIBED.
 KY3468'
 KY3468'DISTANCES AND DIRECTION TO OBJECTS VISIBLE FROM THE GROUND-
 KY3468'
 KY3468'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 KY3468
 KY3468                          STATION RECOVERY (1962)
 KY3468
 KY3468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 KY3468'RECOVERED THE TWO REFERENCE MARKS IN GOOD CONDITION AS DESCRIBED
 KY3468'ORIGINALLY AND IN THE L.W.S.
 KY3468'RECOVERY NOTE OF 1951 EXCEPT THAT THE THEREIN SAID STATE HIGHWAY 5
 KY3468'HAS BEEN RELOCATED SO THAT IT PASSES NOW SOME
 KY3468'DISTANCE TO THE NW OF THE TOWN.  THE UNDERGROUND SURFACE
 KY3468'MARK WAS NOT RECOVERED AT THIS TIME.  THE
 KY3468'LANDOWNER WAS SURE THAT IT HAS NOT BEEN
 KY3468'DISTURBED.
 KY3468'
 KY3468'CORRECTLY STATED AS OF PRESENT CONDITIONS, TO REACH THE STATION FROM
 KY3468'THE DOUGHBOY (WORLD WAR I)
 KY3468'MONUMENT AT INTERSECTION OF CLINTON AND N. PORTAGE STREETS, GO
 KY3468'NORTHEASTERLY ON THE LATTER IN DOYLESTOWN TO
 KY3468'THE STATION ON THE LEFT ON PROPERTY NOW BELONGING TO MR. HENRY
 KY3468'PAMER.
 KY3468'
 KY3468'NOTE TO OFFICE- THE VISIT TO THE STATION WAS MADE PURSUANT TO A
 KY3468'LETTER FROM MR. PAMER DATED OR
 KY3468'RECEIVED IN THE WASHINGTON OFFICE SOMETIME ABOUT 23 JANUARY 1962 AT
 KY3468'WHICH TIME MR. PAMER CONTEMPLATED
 KY3468'SUBDIVIDING THE PROPERTY.  UPON ARRIVAL OF THE UNDERSIGNED ON 17
 KY3468'AUGUST, SUBDIVISION PALNS HAD BEEN
 KY3468'ABANDONED, SO THE MARK WAS NOT UNCOVERED.
 KY3468
 KY3468                          STATION RECOVERY (1970)
 KY3468
 KY3468'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1970 (MS)
 KY3468'DOYLE RECOVERED GOOD.
 KY3468'
 KY3468'R.M. NO. 1 RECOVERED GOOD.
 KY3468'
 KY3468'R.M. NO. 2 RECOVERED GOOD.
 KY3468'
 KY3468'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE N.E. OF
 KY3468'DOYLESTOWN.
 KY3468
 KY3468                          STATION RECOVERY (1975)
 KY3468
 KY3468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KY3468'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE STATION
 KY3468'MARK WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH.  THE LINE OF
 KY3468'SIGHT TO THE REFERENCE MARKS IS OBSTRUCTED BY NEW HOUSES AND
 KY3468'REFERENCE MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS--
 KY3468'
 KY3468'TO REACH THE STATION FROM THE MONUMENT IN THE CENTER OF DOYLESTOWN,
 KY3468'GO EASTERLY ON OLD STATE HIGHWAY 5 FOR 0.6 MILE TO HILLTOP DRIVE TO
 KY3468'THE LEFT.  TURN LEFT ON HILLTOP DRIVE FOR ABOUT 150 FEET TO A LARGE
 KY3468'2 STORY HOUSE ON THE LEFT AND THE STATION AT THE REAR.
 KY3468'
 KY3468'THE STATION IS 46 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 KY3468'HOUSE, ON THE PROPERTY OF MR. AND MRS. TOM VINEZ, 26 FEET NORTH OF
 KY3468'THE SOUTHWEST CORNER OF THE HOUSE, 6-1/2 FEET SOUTHEAST OF AN
 KY3468'8 INCH PINE TREE, 53 FEET NORTHEAST OF A 24 INCH OAK TREE AND 92
 KY3468'FEET NORTHEAST OF THE NORTHEAST CORNER OF A METAL COVERED CONCRETE
 KY3468'BLOCK GARAGE AND BARN.  THE MONUMENT IS 12 INCHES UNDERGROUND AND
 KY3468'THE DISK IS STAMPED DOYLE 1943.
 KY3468'
 KY3468'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DOYLE 1943 NO 3 1975,
 KY3468'SET IN A DRILL HOLE IN THE TOP OF THE EAST CONCRETE RETAINING WALL
 KY3468'OF RAMP TO THE TOP SECTION OF THE BARN AND GARAGE, 5 FEET NORTH OF
 KY3468'THE NORTHEAST CORNER OF THE BUILDING AND 1 FOOT NORTH OF THE NORTH
 KY3468'FACE OF THE SAME.
 KY3468'
 KY3468'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DOYLE 1943 NO 4 1975,
 KY3468'SET IN A DRILL HOLE IN THE CONCRETE PAD BETWEEN STANDPIPE AND
 KY3468'CONCRETE BLOCK PUMP HOUSE, 2 FEET NORTH OF THE NORTH EDGE OF THE
 KY3468'STANDPIPE AND 1 FOOT SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 KY3468'PUMP HOUSE.
 KY3468'
 KY3468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DOYLESTOWN.
 KY3468'
 KY3468'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KY3468
 KY3468                          STATION RECOVERY (1977)
 KY3468
 KY3468'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (RO)
 KY3468'I HAVE VISITED STATION DOYLE AND UNCOVERED SAME.  THE STATION APPEARS
 KY3468'TO BE IN GOOD CONDITION, HOWEVER, ONLY ONE (1) OBSERVABLE POINT FROM
 KY3468'THE GROUND REMAINS.  THE OBSERVABLE POINT IS THE CATHOLIC CHURCH
 KY3468'SPIRE AZ 278 DEG 31 MIN 34.6 SEC.  THIS POINT WILL NOT BE VISABLE FOR
 KY3468'ANY MORE THAN TWO YEARS AT THE MAXIMUM, DUE TO A TREE GROWING ON
 KY3468'THE LINE 200 FEET + OR - AWAY.  THE REFERENCE MARKS, NO. 1 AND
 KY3468'2, SEEM TO BE IN GOOD CONDITION.  HOWEVER, I DID NOT CHECK BY ANGLE
 KY3468'OR DISTANCE AS A TWO STORY FRAME HOUSE NOW SITS ON LINE OF BOTH
 KY3468'MARKS.
 KY3468'
 KY3468'A NEW DESCRIPTION AS FOLLOWS--
 KY3468'
 KY3468'RECOVERED THE TWO REFERENCE MARKS IN GOOD CONDITION AS DESCRIBED
 KY3468'ORIGINALLY EXCEPT THAT THE 24 INCH OAK TREE SOUTH OF REF. MARK 2
 KY3468'IS GONE.
 KY3468'
 KY3468'RECOVERED STATION DOYLE (1943) IN GOOD CONDITION--
 KY3468'TO REACH THE STATION FROM THE DOUGHBOY (WWI) MONUMENT AT
 KY3468'INTERSECTION OF CLINTON AND PORTAGE STREETS, GO NORTHEASTERLY ON
 KY3468'PORTAGE STREET FOR 0.55 MILE TO HILLTOP DRIVE.  GO LEFT ON HILLTOP
 KY3468'DRIVE TO HOUSE NO.  490 (SECOND HOUSE ON LEFT).  A DRIVE BETWEEN
 KY3468'THE 1ST AND 2ND HOUSES ON THE LEFT TOWARD CORRUGATED METAL BARN,
 KY3468'CAN PLACE YOU WITHIN 50 FT. OF STATION DOYLE.
 KY3468
 KY3468                          STATION RECOVERY (1983)
 KY3468
 KY3468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY3468'STATION WAS SEARCHED FOR BUT NOT FOUND.  THERE IS A HOUSE LOCATED
 KY3468'EXACTLY WHERE THE STATION MARK WAS.  BOTH REFERENCE MARKS WERE FOUND
 KY3468'IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2491 ***********************************************************************
 MB2491  DESIGNATION -  DRAKE
 MB2491  PID         -  MB2491
 MB2491  STATE/COUNTY-  OH/PORTAGE
 MB2491  USGS QUAD   -  RAVENNA (1994)
 MB2491
 MB2491                         *CURRENT SURVEY CONTROL
 MB2491  ___________________________________________________________________
 MB2491* NAD 83(1995)-  41 14 40.54918(N)    081 07 48.38674(W)     ADJUSTED  
 MB2491* NAVD 88     -       366.3    (meters)    1202.     (feet)  VERTCON   
 MB2491  ___________________________________________________________________
 MB2491  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 MB2491  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB2491
 MB2491  HORZ ORDER  -  FIRST
 MB2491
 MB2491.The horizontal coordinates were established by classical geodetic methods
 MB2491.and adjusted by the National Geodetic Survey in April 1998..
 MB2491
 MB2491.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2491
 MB2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2491
 MB2491.The geoid height was determined by GEOID03.
 MB2491
 MB2491;                    North         East     Units Scale Factor Converg.
 MB2491;SPC OH N     -   176,125.246   714,817.866   MT  0.99994389   +0 53 59.8
 MB2491;UTM  17      - 4,565,918.387   489,098.316   MT  0.99960146   -0 05 08.8
 MB2491
 MB2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2491!SPC OH N     -   0.99994782  x   0.99994389  =   0.99989172
 MB2491!UTM  17      -   0.99994782  x   0.99960146  =   0.99954930
 MB2491
 MB2491|---------------------------------------------------------------------|
 MB2491| PID    Reference Object                     Distance      Geod. Az  |
 MB2491|                                                           dddmmss.s |
 MB2491| CC9853 DRAKE RM 1                           21.808 METERS 05133     |
 MB2491| MB2203 CLOUD                               APPROX. 4.5 KM 0791551.0 |
 MB2491| MB2496 RAVENNA ARMY AMMO DEPOT TANK        APPROX. 6.9 KM 1912356.5 |
 MB2491| CC9854 DRAKE RM 2                           23.812 METERS 23457     |
 MB2491| MB2245 MANTUA SP MICROWAVE                 APPROX. 3.4 KM 3055703.8 |
 MB2491|---------------------------------------------------------------------|
 MB2491
 MB2491                          SUPERSEDED SURVEY CONTROL
 MB2491
 MB2491  NAD 83(1986)-  41 14 40.55639(N)    081 07 48.38621(W) AD(       ) 1
 MB2491  NAD 27      -  41 14 40.35489(N)    081 07 49.03354(W) AD(       ) 1
 MB2491  NGVD 29 (07/19/86)  366.5    (m)         1202.     (f) VERT ANG       
 MB2491
 MB2491.Superseded values are not recommended for survey control.
 MB2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2491.See file dsdata.txt to determine how the superseded data were derived.
 MB2491
 MB2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8909865918(NAD 83)
 MB2491_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2491_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2491
 MB2491  HISTORY     - Date     Condition        Report By
 MB2491  HISTORY     - 1977     MONUMENTED       NGS
 MB2491
 MB2491                          STATION DESCRIPTION
 MB2491
 MB2491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2491'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF WINDHAM,
 MB2491'1 MILE NORTHEAST OF FREEDOM, 1/2 MILE NORTH-NORTHEAST OF
 MB2491'DRAKESBURG AND ON PROPERTY OWNED BY MR. ELVA LOWDER, 7255
 MB2491'ANDERSON ROAD, WINDHAM, OHIO 44288.
 MB2491'
 MB2491'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 88 AND
 MB2491'303 IN DRAKESBURG, GO NORTHEAST ON STATE HIGHWAY 88 FOR 0.7
 MB2491'MILE TO A PAVED SIDE ROAD ON THE LEFT, ANDERSON ROAD, JUST
 MB2491'AFTER CROSSING OVER THE OHIO TURNPIKE.  TURN LEFT AND GO WEST
 MB2491'ON ANDERSON ROAD FOR 0.1 MILE TO A GRAVEL DRIVEWAY ON THE
 MB2491'RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR 0.05 MILE
 MB2491'TO A HOUSE ON THE LEFT AND THE STATION ABOUT 100 FEET NORTH OF
 MB2491'THE HOUSE.
 MB2491'
 MB2491'STATION MARKS, STAMPED---DRAKE 1977---, ARE STANDARD DISKS.
 MB2491'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2491'CONCRETE MONUMENT THAT IS 16 INCHES BELOW THE GROUND SURFACE.
 MB2491'IT IS 36 FEET WEST OF THE SOUTHWEST CORNER OF A BARN, 14.5 FEET
 MB2491'NORTH OF A FENCE AND 13.5 FEET NORTH-NORTHWEST OF A METAL
 MB2491'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MB2491'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 MB2491'
 MB2491'REFERENCE MARK 1, STAMPED---DRAKE NO 1 1977---, IS A STANDARD
 MB2491'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MB2491'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 23.6 FEET
 MB2491'NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 1.5 FEET WEST OF
 MB2491'A FENCE AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 MB2491'
 MB2491'REFERENCE MARK 2, STAMPED---DRAKE NO 2 1977---, IS A STANDARD
 MB2491'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MB2491'PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET
 MB2491'EAST OF A FENCE CORNER, 19 FEET NORTH OF THE NORTHWEST CORNER
 MB2491'OF A SMALL WOODEN BUILDING, 2 FEET NORTH OF A FENCE AND 1 FOOT
 MB2491'NORTHEAST OF A METAL WITNESS POST.
 MB2491'
 MB2491'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  IRON RODS
 MB2491'EMBEDDED IN ALL MARKS.  HEIGHT OF LIGHT ABOVE THE STATION MARK
 MB2491'WAS 30.7 METERS.
 MB2491'
 MB2491'DESCRIBED BY J.E. DUNFORD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1830 ***********************************************************************
 KZ1830  DESIGNATION -  DRESDEN RESET
 KZ1830  PID         -  KZ1830
 KZ1830  STATE/COUNTY-  OH/MUSKINGUM
 KZ1830  USGS QUAD   -  DRESDEN (1978)
 KZ1830
 KZ1830                         *CURRENT SURVEY CONTROL
 KZ1830  ___________________________________________________________________
 KZ1830* NAD 83(1995)-  40 07 06.60134(N)    082 02 08.95074(W)     ADJUSTED  
 KZ1830* NAVD 88     -       341.2    (meters)    1119.     (feet)  VERTCON   
 KZ1830  ___________________________________________________________________
 KZ1830  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 KZ1830  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KZ1830
 KZ1830  HORZ ORDER  -  FIRST
 KZ1830
 KZ1830.The horizontal coordinates were established by classical geodetic methods
 KZ1830.and adjusted by the National Geodetic Survey in April 1998..
 KZ1830
 KZ1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1830
 KZ1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1830
 KZ1830.The geoid height was determined by GEOID03.
 KZ1830
 KZ1830;                    North         East     Units Scale Factor Converg.
 KZ1830;SPC OH S     -   235,292.470   639,570.083   MT  1.00001796   +0 17 40.3
 KZ1830;SPC OH N     -    50,281.089   639,572.335   MT  1.00007519   +0 18 17.8
 KZ1830;UTM  17      - 4,441,423.876   411,734.948   MT  0.99969590   -0 40 03.0
 KZ1830
 KZ1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1830!SPC OH S     -   0.99995175  x   1.00001796  =   0.99996971
 KZ1830!SPC OH N     -   0.99995175  x   1.00007519  =   1.00002694
 KZ1830!UTM  17      -   0.99995175  x   0.99969590  =   0.99964767
 KZ1830
 KZ1830:                Primary Azimuth Mark                     Grid Az
 KZ1830:SPC OH S     -  DRESDEN AZ MK                            006 18 42.9
 KZ1830:SPC OH N     -  DRESDEN AZ MK                            006 18 05.4
 KZ1830:UTM  17      -  DRESDEN AZ MK                            007 16 26.2
 KZ1830
 KZ1830|---------------------------------------------------------------------|
 KZ1830| PID    Reference Object                     Distance      Geod. Az  |
 KZ1830|                                                           dddmmss.s |
 KZ1830| CE5982 DRESDEN AZ MK                                      0063623.2 |
 KZ1830| KZ1833 DRESDEN RM 1                         19.277 METERS 00957     |
 KZ1830| KZ1834 DRESDEN RM A                         11.740 METERS 24551     |
 KZ1830| CE5983 DRESDEN RM 2                         21.603 METERS 26250     |
 KZ1830|---------------------------------------------------------------------|
 KZ1830
 KZ1830                          SUPERSEDED SURVEY CONTROL
 KZ1830
 KZ1830  NAD 83(1986)-  40 07 06.60768(N)    082 02 08.95892(W) AD(       ) 1
 KZ1830  NAD 27      -  40 07 06.35200(N)    082 02 09.47100(W) AD(       ) 1
 KZ1830  NGVD 29 (07/19/86)  341.4    (m)         1120.     (f) VERT ANG       
 KZ1830
 KZ1830.Superseded values are not recommended for survey control.
 KZ1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1830.See file dsdata.txt to determine how the superseded data were derived.
 KZ1830
 KZ1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1173541424(NAD 83)
 KZ1830_MARKER: DS = TRIANGULATION STATION DISK
 KZ1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1830_STAMPING: DRESDEN 1933 1959
 KZ1830_MARK LOGO: CGS   
 KZ1830
 KZ1830  HISTORY     - Date     Condition        Report By
 KZ1830  HISTORY     - 1933     MONUMENTED       CGS
 KZ1830  HISTORY     - 1957     GOOD             CGS
 KZ1830  HISTORY     - 1959     SEE DESCRIPTION  CGS
 KZ1830  HISTORY     - 1960     GOOD             THOMAS
 KZ1830  HISTORY     - 1969     GOOD             CGS
 KZ1830
 KZ1830                          STATION DESCRIPTION
 KZ1830
 KZ1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ1830'STATION IS ON THE SUMMIT OF THE HIGHEST HILL IN THE VICINITY AND ON
 KZ1830'THE PROPERTY OF J.B.
 KZ1830'SHOEMAKER, WHO LIVES AT THE BASE OF THE HILL ABOUT
 KZ1830'0.4 MILE NORTHWEST OF THE
 KZ1830'STATION.  HILL IS WOODED ON THE SOUTH
 KZ1830'SIDE AND ON TOP, AND MARK IS ON HIGHEST
 KZ1830'POINT OF THE HILL, 23
 KZ1830'FEET WEST OF A 16-INCH OAK TREE WHICH IS THE LARGEST TREE
 KZ1830'ON THE
 KZ1830'SUMMIT.  MARK PROJECTS 6 INCHES.
 KZ1830'
 KZ1830'TO REACH STATION VIA DRESDEN GO WEST AT TRAFFIC LIGHT 0.7
 KZ1830'MILE TO ROAD
 KZ1830'FORKS, TAKE RIGHT FORK AND CONTINUE 0.6 MILE TO TOP
 KZ1830'OF HILL, TURN LEFT INTO FIELD
 KZ1830'AT FENCE CORNER AND GO SOUTH ABOUT
 KZ1830'0.4 MILE TO THE HIGHEST POINT OF THE HILL AND
 KZ1830'THE STATION.  TRUCK
 KZ1830'CAN BE DRIVEN TO THE STATION IN DRY WEATHER.
 KZ1830'
 KZ1830'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KZ1830'BRONZE DISKS SET IN CONCRETE.
 KZ1830'
 KZ1830'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 15 FEET EAST
 KZ1830'OF AN OLD STUMP,
 KZ1830'AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS
 KZ1830'WEST OF THE STATION, AND PROJECTS 6 INCHES.
 KZ1830'
 KZ1830'AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION, AT THE
 KZ1830'ENTRANCE TO THE
 KZ1830'FIELD LEADING TO THE STATION, ON THE FENCE LINE
 KZ1830'JUST SOUTH OF THE ROAD, AND
 KZ1830'PROJECTS 8 INCHES.
 KZ1830'
 KZ1830'A 90-FOOT TOWER WAS ERECTED.
 KZ1830
 KZ1830                          STATION RECOVERY (1957)
 KZ1830
 KZ1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KZ1830'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KZ1830'GOOD CONDITION.
 KZ1830'THE STATION WAS NOT USED AT THIS TIME.
 KZ1830
 KZ1830                          STATION RECOVERY (1959)
 KZ1830
 KZ1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1830'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN GOOD
 KZ1830'CONDITION.  THE
 KZ1830'DISTANCE TO BOTH REFERENCE MARKS WAS VERIFIED.
 KZ1830'THE DIRECTION TO
 KZ1830'REFERENCE MARK NO. 2 WAS VERIFIED.  THE DIRECTION TO REFERENCE
 KZ1830'MARK NO. 1 MISSED THE 1933
 KZ1830'OBSERVATIONS BY 5 MINUTES.  THE DIRECTION TO THE AZIMUTH
 KZ1830'MARK MISSED THE 1933 OBSERVATIONS BY 19
 KZ1830'SECONDS.  DUE TO THE DISCREPANCY FOUND IN THE
 KZ1830'ANGLES TO REFERENCE MARK NO. 1 AND THE AZIMUTH MARK, THE
 KZ1830'SURFACE DISK WAS DUG OUT TO
 KZ1830'VERIFY THE PLUMB OF THE UNDERGROUND DISK.  THE SURFACE DISK WAS FOUND
 KZ1830'TO BE IN ITS ORIGINAL POSITION
 KZ1830'AND A NEW SURFACE DISK WAS RESET DIRECTLY OVER THE UNDERGROUND DISK.
 KZ1830'*
 KZ1830'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KZ1830'
 KZ1830'THE STATION IS ABOUT 13 MILES NORTH OF ZANESVILLE, 1-1/2 MILES EAST
 KZ1830'OF DRESDEN AND ON PROPERTY
 KZ1830'OWNED BY MR. PEARL GEBHART.
 KZ1830'
 KZ1830'TO REACH THE STATION FROM THE FIRST TRUST AND SAVING BANK
 KZ1830'(INTERSECTION OF MAIN AND
 KZ1830'EIGHTH STREETS) IN DREADEN, GO NORTH ON MAIN STREET (STATE HIGHWAY
 KZ1830'77) 0.35 MILE TO A CROSSROAD AT A
 KZ1830'TRAFFIC LIGHT.  TURN LEFT AND GO WEST ON A BLACKTOP ROAD FOR 0.7
 KZ1830'MILE TO THE END OF THE BLACKTOP ROAD
 KZ1830'AND A GRAVEL SIDE ROAD ON THE RIGHT.  (TURN RIGHT
 KZ1830'ON THE GRAVEL SIDE ROAD AND GO 0.7 MILE TO THE TOP OF A
 KZ1830'HILL AND THE AZIMUTH MARK ON THE
 KZ1830'LEFT).  CONTINUE STRAIGHT AHEAD ON A GRAVEL ROAD 0.75 MILE TO A WOODS
 KZ1830'ROAD ON THE RIGHT.  BEAR RIGHT ON
 KZ1830'THE WOODS ROAD AND GO NORTH THEN EAST FOR 0.15 MILE TO THE TOP
 KZ1830'OF A HILL AND THE STATION.
 KZ1830'
 KZ1830'STATION MARK, A STANDARD DISK STAMPED DRESDEN 1933 1959 IS SET IN A
 KZ1830'SQUARE CONCRETE POST WHICH
 KZ1830'PROJECTS 4 INCHES.  IT IS 29 FEET SOUTHEAST OF 20-INCH OAK TREE WITH
 KZ1830'A TRIANGLE BLAZE, 22 FEET
 KZ1830'SOUTHWEST OF A 10-INCH DECIDUOUS TREE WITH A TRIANGLE-BLAZE
 KZ1830'AND 20 FEET NORTHEAST OF A 10-INCH DECIDUOUS
 KZ1830'TREE WITH A TRIANGLE BLAZE.  A STANDARD
 KZ1830'METAL WITNESS POST WAS SET 1.5 FEET SOUTH OF THE MARK.
 KZ1830'
 KZ1830'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DRESDEN NO 1 1933, IS
 KZ1830'SET IN A ROUND CONCRETE
 KZ1830'POST WHICH PROJECTS 10 INCHES.  IT IS ABOUT 3 FEET LOWER IN ELEVATION
 KZ1830'THAN THE STATION MARK, 49 FEET
 KZ1830'NORTHEAST OF THE 10-INCH DECIDUOUS TREE WITH A TRIANGLE
 KZ1830'BLAZE AND 43 FEET NORTH OF THE 10-INCH DECIDUOUS
 KZ1830'TREE WITH A TRIANGLE BLAZE.
 KZ1830'
 KZ1830'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DRESDEN NO 2 1933, IS
 KZ1830'SET IN A ROUND CONCRETE
 KZ1830'POST WHICH PROJECTS 8 INCHE.  IT IS ABOUT 2 FEET LOWER IN ELEVATION
 KZ1830'THAN THE STATION MARK, 62 FEET
 KZ1830'SOUTHWEST OF THE 20-INCH OAK TREE WITH A TRIANGLE
 KZ1830'BLAZE AND 9 FEET SOUTHEAST OF A 10-INCH DECIDUOUS
 KZ1830'TREE WITH A TRIANGLE BLAZE.
 KZ1830'
 KZ1830'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED DRESDEN AZIMUTH
 KZ1830'1933, IS SET IN A ROUND
 KZ1830'CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS ABOUT 120 YARDS NORTH
 KZ1830'OF A STEEL POWERLINE TOWER, 25
 KZ1830'FEET EAST OF A 6-INCH DECIDUOUS TREE AND 16 FEET SOUTH
 KZ1830'OF THE CENTERLINE OF THE GRAVEL ROAD.  A STANDARD
 KZ1830'METAL WITNESS POST WAS SET 1.5 FEET
 KZ1830'WEST OF THE MARK.
 KZ1830
 KZ1830                          STATION RECOVERY (1960)
 KZ1830
 KZ1830'RECOVERY NOTE BY THOMAS ENG AND SURV 1960 (RGW)
 KZ1830'STATION WAS FOUND
 KZ1830'UNDISTURBED.  A NEW SURFACE MONUMENT WAS SET IN
 KZ1830'1959
 KZ1830'
 KZ1830'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE FOUND UNDISTURBED.
 KZ1830
 KZ1830                          STATION RECOVERY (1969)
 KZ1830
 KZ1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WOK)
 KZ1830'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 KZ1830'AND FOUND IN GOOD CONDITION.
 KZ1830'
 KZ1830'HORIZONTAL ANGLE AND DISTANCE TO REFERENCE MARKS 1 AND 2 CHECKED THE
 KZ1830'1959 RECOVERY DATA ADEQUATELY.  THE 1959 TO REACH DESCRIPTION IS
 KZ1830'ADEQUATE.
 KZ1830'
 KZ1830'A SHORT WAVE RADIO TOWER HAS BEEN ERECTED AT THE STATION SITE AND THE
 KZ1830'LINE TO STATION ATCHISON WAS IN DANGER OF BEING OBSTRUCTED BY THE
 KZ1830'TOWER IF A SURVEY TOWER WAS ERECTED OVER THE STATION MARK.
 KZ1830'THEREFORE A SURVEY TOWER WAS ERECTED OVER REFERENCE MARK 1 AND A
 KZ1830'DRESDEN RM A WAS SET.
 KZ1830'
 KZ1830'THE STATION IS ON THE PROPERTY OWNED BY ARNOLD C. HUTSON.  HIS HOME
 KZ1830'IS LOCATED 0.3 MILE WEST OF THE AZIMUTH MARK AND 0.4 MILE NORTHWEST
 KZ1830'(BY AIR) OF STATION DRESDEN.
 KZ1830'
 KZ1830'THE STATION MARK IS STAMPED DRESDEN 1933 1959 AND PROJECTS 3 INCHES
 KZ1830'ABOVE THE GROUND.  IT IS 29.7 FEET SOUTHEAST OF A 20 INCH OAK TREE,
 KZ1830'22.0 FEET SOUTHWEST OF A 10 INCH LOCUST TREE, 19.4 FEET WEST OF A
 KZ1830'SLIM TRIANGULAR SHAPED RADIO ANTENNA WHICH IS ADJACENT TO A POWER
 KZ1830'POLE NO. 8 C AND 1.7 FEET NORTH OF A METAL WITNESS POST.
 KZ1830'
 KZ1830'THE RM A IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED DRESDEN
 KZ1830'RM A 1969 USATOPOCOM, IS SET IN THE TOP OF A SQUARE CONCRETE
 KZ1830'MONUMENT WHICH PROJECTS ABOUT 0.3 FOOT.  IT IS 42.8 FEET
 KZ1830'SOUTH-SOUTHEAST OF A 20 INCH OAK TREE, 37.9 FEET WEST-SOUTHWEST
 KZ1830'OF A METAL WITNESS POST, 38.5 FEET WEST-SOUTHWEST AND 1.0 FOOT
 KZ1830'LOWER THAN STATION DRESDEN.  A SUB-SURFACE DISK WAS SET IN A
 KZ1830'BLOCK OF CONCRETE SET ABOUT 3 FEET BELOW THE SURFACE MARK AND IS
 KZ1830'STAMPED THE SAME AS THE SURFACE DISK.
 KZ1830'
 KZ1830'REFERENCE MARK 1 IS STAMPED DRESDEN NO 1 1933 AND PROJECTS 8 INCHES
 KZ1830'ABOVE THE GROUND.  IT IS 49.4 FEET NORTHEAST OF A 20 INCH OAK TREE,
 KZ1830'44.0 FEET NORTH OF A 10 INCH LOCUST TREE AND 3.4 FEET WEST OF A 10
 KZ1830'INCH OAK STUMP WHICH PROJECTS 2.5 FEET.
 KZ1830'
 KZ1830'REFERENCE MARK 2 IS STAMPED DRESDEN NO 2 1933 AND PROJECTS 3 INCHES
 KZ1830'ABOVE THE GROUND.  IT IS 62.0 FEET SOUTHWEST OF A 20 INCH OAK TREE
 KZ1830'AND 6.6 FEET NORTHEAST OF A 8 INCH DECIDOUS TREE.
 KZ1830'
 KZ1830'AZIMUTH MARK IS STAMPED DRESDEN AZIMUTH 1933 AND PROJECTS 12 INCHES
 KZ1830'ABOVE THE GROUND.  IT IS 69 FEET WEST OF THE APPROXIMATE CENTER OF A
 KZ1830'FIELD ENTRANCE, 22.5 FEET NORTHEAST OF A 4 INCH TREE, 16 FEET SOUTH
 KZ1830'OF THE APPROXIMATE CENTER OF AN EAST-WEST ROAD, 9.5 FEET WEST OF A
 KZ1830'POWERLINE POLE AND 1.7 FEET EAST OF A METAL WITNESS POST.
 KZ1830'
 KZ1830'ASTRO OBSERVATIONS WERE MADE OVER THE STATION MARK.
 KZ1830'
 KZ1830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES EAST OF
 KZ1830'DRESDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1833 ***********************************************************************
 KZ1833  DESIGNATION -  DRESDEN RM 1
 KZ1833  PID         -  KZ1833
 KZ1833  STATE/COUNTY-  OH/MUSKINGUM
 KZ1833  USGS QUAD   -  DRESDEN (1978)
 KZ1833
 KZ1833                         *CURRENT SURVEY CONTROL
 KZ1833  ___________________________________________________________________
 KZ1833* NAD 83(1995)-  40 07 07.21692(N)    082 02 08.81008(W)     ADJUSTED  
 KZ1833* NAVD 88     -       338.8    (meters)    1112.     (feet)  VERTCON   
 KZ1833  ___________________________________________________________________
 KZ1833  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 KZ1833  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KZ1833
 KZ1833  HORZ ORDER  -  FIRST
 KZ1833
 KZ1833.The horizontal coordinates were established by classical geodetic methods
 KZ1833.and adjusted by the National Geodetic Survey in April 1998..
 KZ1833
 KZ1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1833
 KZ1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1833
 KZ1833.The geoid height was determined by GEOID03.
 KZ1833
 KZ1833;                    North         East     Units Scale Factor Converg.
 KZ1833;SPC OH S     -   235,311.474   639,573.316   MT  1.00001800   +0 17 40.4
 KZ1833;SPC OH N     -    50,300.094   639,575.565   MT  1.00007514   +0 18 17.9
 KZ1833;UTM  17      - 4,441,442.817   411,738.499   MT  0.99969590   -0 40 02.9
 KZ1833
 KZ1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1833!SPC OH S     -   0.99995213  x   1.00001800  =   0.99997013
 KZ1833!SPC OH N     -   0.99995213  x   1.00007514  =   1.00002726
 KZ1833!UTM  17      -   0.99995213  x   0.99969590  =   0.99964804
 KZ1833
 KZ1833:                Primary Azimuth Mark                     Grid Az
 KZ1833:SPC OH S     -  ATCHISON                                 097 41 23.5
 KZ1833:SPC OH N     -  ATCHISON                                 097 40 46.0
 KZ1833:UTM  17      -  ATCHISON                                 098 39 06.8
 KZ1833
 KZ1833|---------------------------------------------------------------------|
 KZ1833| PID    Reference Object                     Distance      Geod. Az  |
 KZ1833|                                                           dddmmss.s |
 KZ1833| KY3445 ATCHISON                            APPROX.25.6 KM 0975903.9 |
 KZ1833| KZ1830 DRESDEN RESET                        19.277 METERS 18957     |
 KZ1833| KZ1834 DRESDEN RM A                         27.626 METERS 21033     |
 KZ1833|---------------------------------------------------------------------|
 KZ1833
 KZ1833                          SUPERSEDED SURVEY CONTROL
 KZ1833
 KZ1833  NAD 83(1986)-  40 07 07.22325(N)    082 02 08.81826(W) AD(       ) 1
 KZ1833  NAD 27      -  40 07 06.96757(N)    082 02 09.33025(W) AD(       ) 1
 KZ1833  NGVD 29 (07/19/86)  339.0    (m)         1112.     (f) VERT ANG       
 KZ1833
 KZ1833.Superseded values are not recommended for survey control.
 KZ1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1833.See file dsdata.txt to determine how the superseded data were derived.
 KZ1833
 KZ1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1173841443(NAD 83)
 KZ1833_MARKER: DR = REFERENCE MARK DISK
 KZ1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1833_STAMPING: DRESDEN NO 1 1933
 KZ1833_MARK LOGO: CGS   
 KZ1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1833+STABILITY: SURFACE MOTION
 KZ1833
 KZ1833  HISTORY     - Date     Condition        Report By
 KZ1833  HISTORY     - 1969     MONUMENTED       CGS
 KZ1833
 KZ1833                          STATION DESCRIPTION
 KZ1833
 KZ1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WOK)
 KZ1833'REFERENCE MARK 1 IS LOCATED AT THE SAME SITE AND ON THE SAME PROPERTY
 KZ1833'AS TRIANGULATION STATION DRESDEN 1933.
 KZ1833'
 KZ1833'DESCRIPTION OF HOW TO REACH TRIANGULATION STATION DRESDEN 1933 IS
 KZ1833'ADEQUATE.
 KZ1833'
 KZ1833'REFERENCE MARK 1 DISK IS STAMPED DRESDEN NO 1 1933 AND IS SET IN THE
 KZ1833'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 0.8
 KZ1833'FEET ON THE SOUTH SIDE.  THE MARK IS 49.4 FEET NORTHEAST OF A 20
 KZ1833'INCH OAK TREE, 44.0 FEET NORTH OF A 10 INCH LOCUST TREE, 3.4 FEET
 KZ1833'WEST OF A 10 INCH OAK STUMP PROJECTING ABOUT 2.5 FEET AND IS 1.5
 KZ1833'METERS LOWER IN ELEVATION THAN THE STATION MARK.
 KZ1833'
 KZ1833'FIRST ORDER TRAVERSE CONNECTIONS WERE MADE TO TRIANGULATION STATION
 KZ1833'DRESDEN 1933 AND TO DRESDEN RM A TPC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1834 ***********************************************************************
 KZ1834  DESIGNATION -  DRESDEN RM A
 KZ1834  PID         -  KZ1834
 KZ1834  STATE/COUNTY-  OH/MUSKINGUM
 KZ1834  USGS QUAD   -  DRESDEN (1978)
 KZ1834
 KZ1834                         *CURRENT SURVEY CONTROL
 KZ1834  ___________________________________________________________________
 KZ1834* NAD 83(1995)-  40 07 06.44559(N)    082 02 09.40311(W)     ADJUSTED  
 KZ1834* NAVD 88     -       340.3    (meters)    1116.     (feet)  VERTCON   
 KZ1834  ___________________________________________________________________
 KZ1834  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 KZ1834  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KZ1834
 KZ1834  HORZ ORDER  -  FIRST
 KZ1834
 KZ1834.The horizontal coordinates were established by classical geodetic methods
 KZ1834.and adjusted by the National Geodetic Survey in April 1998..
 KZ1834
 KZ1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1834
 KZ1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1834
 KZ1834.The geoid height was determined by GEOID03.
 KZ1834
 KZ1834;                    North         East     Units Scale Factor Converg.
 KZ1834;SPC OH S     -   235,287.611   639,559.396   MT  1.00001795   +0 17 40.0
 KZ1834;SPC OH N     -    50,276.228   639,561.648   MT  1.00007520   +0 18 17.5
 KZ1834;UTM  17      - 4,441,419.199   411,724.185   MT  0.99969593   -0 40 03.3
 KZ1834
 KZ1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1834!SPC OH S     -   0.99995189  x   1.00001795  =   0.99996984
 KZ1834!SPC OH N     -   0.99995189  x   1.00007520  =   1.00002709
 KZ1834!UTM  17      -   0.99995189  x   0.99969593  =   0.99964784
 KZ1834
 KZ1834|---------------------------------------------------------------------|
 KZ1834| PID    Reference Object                     Distance      Geod. Az  |
 KZ1834|                                                           dddmmss.s |
 KZ1834| KZ1833 DRESDEN RM 1                         27.626 METERS 03033     |
 KZ1834| KZ1841 NETHERS                             APPROX.21.1 KM 2781245.6 |
 KZ1834|---------------------------------------------------------------------|
 KZ1834
 KZ1834                          SUPERSEDED SURVEY CONTROL
 KZ1834
 KZ1834  NAD 83(1986)-  40 07 06.45196(N)    082 02 09.41126(W) AD(       ) 1
 KZ1834  NAD 27      -  40 07 06.19625(N)    082 02 09.92327(W) AD(       ) 1
 KZ1834  NGVD 29 (07/19/86)  340.5    (m)         1117.     (f) VERT ANG       
 KZ1834
 KZ1834.Superseded values are not recommended for survey control.
 KZ1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1834.See file dsdata.txt to determine how the superseded data were derived.
 KZ1834
 KZ1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1172441419(NAD 83)
 KZ1834_MARKER: DD = SURVEY DISK
 KZ1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1834_STAMPING: DRESDEN RM A 1969 USATOPOCOM
 KZ1834_MARK LOGO: USE   
 KZ1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1834+STABILITY: SURFACE MOTION
 KZ1834
 KZ1834  HISTORY     - Date     Condition        Report By
 KZ1834  HISTORY     - 1969     MONUMENTED       USE
 KZ1834
 KZ1834                          STATION DESCRIPTION
 KZ1834
 KZ1834'DESCRIBED BY US ENGINEERS 1969 (WOK)
 KZ1834'THE RM A IS LOCATED AT THE SAME SITE AND ON THE SAME PROPERTY AS
 KZ1834'TRIANGULATION STATION DRESDEN 1933.
 KZ1834'
 KZ1834'A U.S. ARMY, CORPS OF ENGINEERS DISK, STAMPED DRESDEN RMA 1969
 KZ1834'USATOPOCOM, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 KZ1834'PROJECTS ABOUT 0.3 FEET.  THE MARK IS 42.8 FEET SOUTH-SOUTHEAST OF
 KZ1834'A 20 INCH OAK TREE, 37.9 FEET WEST-SOUTHWEST OF A METAL WITNESS
 KZ1834'POST, 38.5 FEET WEST-SOUTHWEST OF THE STATION MARK AND IS ABOUT 1.0
 KZ1834'FOOT LOWER THAN THE STATION MARK.
 KZ1834'
 KZ1834'FIRST ORDER TRAVERSE CONNECTIONS WERE MADE TO TRIANGULATION STATION
 KZ1834'DRESDEN 1933 AND DRESDEN 1933 RM 1.
 KZ1834'
 KZ1834'NOTE--A SUB-SURFACE WAS SET ABOUT THREE FEET BELOW THE SURFACE MARK
 KZ1834'AND IS STAMPED THE SAME AS SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3338 ***********************************************************************
 AE3338  DESIGNATION -  DUANE
 AE3338  PID         -  AE3338
 AE3338  STATE/COUNTY-  OH/MONTGOMERY
 AE3338  USGS QUAD   -  DAYTON SOUTH (1991)
 AE3338
 AE3338                         *CURRENT SURVEY CONTROL
 AE3338  ___________________________________________________________________
 AE3338* NAD 83(1995)-  39 42 47.41260(N)    084 08 33.53702(W)     ADJUSTED  
 AE3338* NAVD 88     -       288.2    (meters)     946.     (feet)  GPS OBS   
 AE3338  ___________________________________________________________________
 AE3338  X           -     501,413.893 (meters)                     COMP
 AE3338  Y           -  -4,887,661.530 (meters)                     COMP
 AE3338  Z           -   4,053,700.978 (meters)                     COMP
 AE3338  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AE3338  ELLIP HEIGHT-         255.04  (meters)          (10/07/05) GPS OBS
 AE3338  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AE3338
 AE3338  HORZ ORDER  -  FIRST
 AE3338  ELLP ORDER  -  FOURTH    CLASS I
 AE3338
 AE3338.The horizontal coordinates were established by GPS observations
 AE3338.and adjusted by the National Geodetic Survey in September 1997..
 AE3338
 AE3338.The orthometric height was determined by GPS observations and a
 AE3338.high-resolution geoid model.
 AE3338
 AE3338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3338
 AE3338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3338
 AE3338.The ellipsoidal height was determined by GPS observations
 AE3338.and is referenced to NAD 83.
 AE3338
 AE3338.The geoid height was determined by GEOID03.
 AE3338
 AE3338;                    North         East     Units Scale Factor Converg.
 AE3338;SPC OH S     -   191,467.688   459,157.191   MT  0.99995233   -1 02 32.3
 AE3338;UTM  16      - 4,399,826.884   744,938.882   MT  1.00033869   +1 49 35.7
 AE3338
 AE3338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3338!SPC OH S     -   0.99995999  x   0.99995233  =   0.99991232
 AE3338!UTM  16      -   0.99995999  x   1.00033869  =   1.00029867
 AE3338
 AE3338|---------------------------------------------------------------------|
 AE3338| PID    Reference Object                     Distance      Geod. Az  |
 AE3338|                                                           dddmmss.s |
 AE3338| AE3333 DUANE AZ MK                         285.316 METERS 18320     |
 AE3338|---------------------------------------------------------------------|
 AE3338
 AE3338                          SUPERSEDED SURVEY CONTROL
 AE3338
 AE3338  ELLIP H (09/11/97)  255.14   (m)                       GP(       ) 4 1
 AE3338
 AE3338.Superseded values are not recommended for survey control.
 AE3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3338.See file dsdata.txt to determine how the superseded data were derived.
 AE3338
 AE3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ4493999827(NAD 83)
 AE3338_MARKER: DD = SURVEY DISK
 AE3338_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3338_STAMPING: DUANE
 AE3338_MARK LOGO: CODDOP
 AE3338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3338+STABILITY: SURFACE MOTION
 AE3338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3338+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 AE3338
 AE3338  HISTORY     - Date     Condition        Report By
 AE3338  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3338  HISTORY     - 20050708 GOOD             INDIV
 AE3338
 AE3338                          STATION DESCRIPTION
 AE3338
 AE3338'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3338'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3338'I-75 AND ST.RT. 35  IN MONTGOMERY COUNTY GO EAST ALONG ST.RT. 35 FOR
 AE3338'GO SOUTH ALONG SMITHVILLE RD. FOR 2.5 MI (4.0 KM)  TO WILMINGTON PIKE
 AE3338'AND SMITHVILLE RD INTERSECTING POINT AND STATION ON THE LEFT. STATION
 AE3338'IS A BRONZE DISK IN CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF
 AE3338'PLANNING, STAMPED DUANE, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 AE3338'STATION IS LOCATED 30.8 FT (9.4 M) SOUTH OF DUTCHESS AVE, 8.5 FT (2.6
 AE3338'M) EAST OF A POWER POLE, 42.5 FT (13.0 M) NORTHEAST FROM THE NORTHEAST
 AE3338'CORNER OF A CATCH BASIN, AND 1.0 FT (0.3 M) WEST OF THE CONCRETE
 AE3338'SIDEWALK.
 AE3338
 AE3338                          STATION RECOVERY (2005)
 AE3338
 AE3338'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GJL)
 AE3338'MONUMENT IS NO LONGER INTERVISIBLE WITH DUANE AZ (AE 3333).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3333 ***********************************************************************
 AE3333  DESIGNATION -  DUANE AZ MK
 AE3333  PID         -  AE3333
 AE3333  STATE/COUNTY-  OH/MONTGOMERY
 AE3333  USGS QUAD   -  DAYTON SOUTH (1991)
 AE3333
 AE3333                         *CURRENT SURVEY CONTROL
 AE3333  ___________________________________________________________________
 AE3333* NAD 83(1995)-  39 42 38.17725(N)    084 08 34.23481(W)     ADJUSTED  
 AE3333* NAVD 88     -       284.7    (meters)     934.     (feet)  GPS OBS   
 AE3333  ___________________________________________________________________
 AE3333  X           -     501,415.654 (meters)                     COMP
 AE3333  Y           -  -4,887,841.569 (meters)                     COMP
 AE3333  Z           -   4,053,479.602 (meters)                     COMP
 AE3333  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AE3333  ELLIP HEIGHT-         251.51  (meters)          (10/07/05) GPS OBS
 AE3333  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AE3333
 AE3333  HORZ ORDER  -  FIRST
 AE3333  ELLP ORDER  -  FOURTH    CLASS I
 AE3333
 AE3333.The horizontal coordinates were established by GPS observations
 AE3333.and adjusted by the National Geodetic Survey in September 1997..
 AE3333
 AE3333.The orthometric height was determined by GPS observations and a
 AE3333.high-resolution geoid model.
 AE3333
 AE3333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3333
 AE3333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3333
 AE3333.The ellipsoidal height was determined by GPS observations
 AE3333.and is referenced to NAD 83.
 AE3333
 AE3333.The geoid height was determined by GEOID03.
 AE3333
 AE3333;                    North         East     Units Scale Factor Converg.
 AE3333;SPC OH S     -   191,183.219   459,135.391   MT  0.99995208   -1 02 32.7
 AE3333;UTM  16      - 4,399,541.571   744,931.345   MT  1.00033865   +1 49 34.9
 AE3333
 AE3333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3333!SPC OH S     -   0.99996054  x   0.99995208  =   0.99991263
 AE3333!UTM  16      -   0.99996054  x   1.00033865  =   1.00029918
 AE3333
 AE3333|---------------------------------------------------------------------|
 AE3333| PID    Reference Object                     Distance      Geod. Az  |
 AE3333|                                                           dddmmss.s |
 AE3333| AE3338 DUANE                               285.316 METERS 00320     |
 AE3333|---------------------------------------------------------------------|
 AE3333
 AE3333                          SUPERSEDED SURVEY CONTROL
 AE3333
 AE3333  ELLIP H (09/11/97)  251.60   (m)                       GP(       ) 4 1
 AE3333
 AE3333.Superseded values are not recommended for survey control.
 AE3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3333.See file dsdata.txt to determine how the superseded data were derived.
 AE3333
 AE3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ4493199542(NAD 83)
 AE3333_MARKER: DD = SURVEY DISK
 AE3333_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3333_STAMPING: DUANE AZ
 AE3333_MARK LOGO: CODDOP
 AE3333_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3333+STABILITY: SURFACE MOTION
 AE3333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3333+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 AE3333
 AE3333  HISTORY     - Date     Condition        Report By
 AE3333  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3333  HISTORY     - 20050708 GOOD             INDIV
 AE3333
 AE3333                          STATION DESCRIPTION
 AE3333
 AE3333'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3333'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3333'I-75 AND ST.RT. 35 IN MONTGOMERY COUNTY GO EAST ALONG ST.RT. 35 FOR
 AE3333'3.25 MI (5.23 KM) TO SMITHVILLE RD GO SOUTH ALONG SMITHVILLE RD. FOR
 AE3333'2.50 MI (4.02 KM) TO WILMINGTON PIKE CONTINUE SOUTH 0.20 MI (0.32 KM)
 AE3333'TO IMPERIAL BLVD. ON RIGHT AND STATION ON LEFT. STATION IS A BRONZE
 AE3333'DISK IN CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING,
 AE3333'STAMPED DUANE AZ, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 AE3333'STATION IS LOCATED NORTHEAST OF IMPERIAL CAR WASH, 50.0 FT (15.2 M)
 AE3333'EAST WILMINGTON PIKE CENTERLINE, 17.0 FT (5.2 M) NORTHEAST OF MOST
 AE3333'SOUTHWESTERLY LIGHT POLE, AND 25.5 FT (7.8 M) NORTHWEST OF MOST
 AE3333'SOUTHEASTERLY LIGHT POLE OF AN ASPHALT DRIVE.
 AE3333
 AE3333                          STATION RECOVERY (2005)
 AE3333
 AE3333'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GJL)
 AE3333'MONUMENT IS NO LONGER INTERVISIBLE WITH DUANE (AE 3338).  VERY HIGH
 AE3333'RMS AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1080 ***********************************************************************
 MB1080  DESIGNATION -  DUCKIE
 MB1080  PID         -  MB1080
 MB1080  STATE/COUNTY-  OH/SUMMIT
 MB1080  USGS QUAD   -  TWINSBURG (1984)
 MB1080
 MB1080                         *CURRENT SURVEY CONTROL
 MB1080  ___________________________________________________________________
 MB1080* NAD 83(1986)-  41 16 50.     (N)    081 28 59.     (W)     SCALED    
 MB1080* NAVD 88     -       311.128  (meters)    1020.76   (feet)  ADJUSTED  
 MB1080  ___________________________________________________________________
 MB1080  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB1080  DYNAMIC HT  -         310.994 (meters)    1020.32  (feet)  COMP
 MB1080  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 MB1080
 MB1080  VERT ORDER  -  FIRST     CLASS II
 MB1080
 MB1080.The horizontal coordinates were scaled from a topographic map and have
 MB1080.an estimated accuracy of +/- 6 seconds.
 MB1080
 MB1080.The orthometric height was determined by differential leveling
 MB1080.and adjusted by the National Geodetic Survey in June 1991..
 MB1080
 MB1080.The geoid height was determined by GEOID03.
 MB1080
 MB1080.The dynamic height is computed by dividing the NAVD 88
 MB1080.geopotential number by the normal gravity value computed on the
 MB1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1080.degrees latitude (g = 980.6199 gals.).
 MB1080
 MB1080.The modeled gravity was interpolated from observed gravity values.
 MB1080
 MB1080;                    North         East    Units  Estimated Accuracy
 MB1080;SPC OH N     -   179,710.      685,190.      MT  (+/- 180 meters Scaled)
 MB1080
 MB1080                          SUPERSEDED SURVEY CONTROL
 MB1080
 MB1080  NGVD 29 (??/??/92)  311.31   (m)         1021.4    (f) COMPUTED    1 2
 MB1080
 MB1080.Superseded values are not recommended for survey control.
 MB1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1080.See file dsdata.txt to determine how the superseded data were derived.
 MB1080
 MB1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF595700(NAD 83)
 MB1080_MARKER: DB = BENCH MARK DISK
 MB1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1080_SP_SET: CULVERT
 MB1080_STAMPING: DUCKIE 1934
 MB1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1080
 MB1080  HISTORY     - Date     Condition        Report By
 MB1080  HISTORY     - 1934     MONUMENTED       CGS
 MB1080  HISTORY     - 1938     GOOD             NGS
 MB1080
 MB1080                          STATION DESCRIPTION
 MB1080
 MB1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1080'2.5 MI S FROM MACEDONIA.
 MB1080'2.5 MILES SOUTH OF STATION BY RAIL ON THE COLUMBUS TO CLEVELAND
 MB1080'DIVISION OF THE PENNSYLVANIA RAILROAD.  AT HINES CROSSING.  ON
 MB1080'THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT ON A CINDER
 MB1080'ROAD.  36 YARDS EAST OF THE EAST SIDE OF ROAD CROSSING.  10.2
 MB1080'FEET SOUTH OF CENTER OF HIGHWAY.  1.5 FEET EAST OF THE NORTHWEST
 MB1080'CORNER OF CULVERT.  1.0 FEET ABOVE THE CROWN OF ROAD.
 MB1080
 MB1080                          STATION RECOVERY (1938)
 MB1080
 MB1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 MB1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1081 ***********************************************************************
 MB1081  DESIGNATION -  DUCKIE RESET
 MB1081  PID         -  MB1081
 MB1081  STATE/COUNTY-  OH/SUMMIT
 MB1081  USGS QUAD   -  TWINSBURG (1984)
 MB1081
 MB1081                         *CURRENT SURVEY CONTROL
 MB1081  ___________________________________________________________________
 MB1081* NAD 83(1995)-  41 16 50.94285(N)    081 28 59.39936(W)     ADJUSTED  
 MB1081* NAVD 88     -       310.836  (meters)    1019.80   (feet)  ADJUSTED  
 MB1081  ___________________________________________________________________
 MB1081  X           -     710,921.560 (meters)                     COMP
 MB1081  Y           -  -4,747,345.731 (meters)                     COMP
 MB1081  Z           -   4,186,092.605 (meters)                     COMP
 MB1081  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 MB1081  ELLIP HEIGHT-         277.05  (meters)          (10/07/05) GPS OBS
 MB1081  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB1081  DYNAMIC HT  -         310.702 (meters)    1019.36  (feet)  COMP
 MB1081  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 MB1081
 MB1081  HORZ ORDER  -  FIRST
 MB1081  VERT ORDER  -  FIRST     CLASS II
 MB1081  ELLP ORDER  -  FOURTH    CLASS I
 MB1081
 MB1081.The horizontal coordinates were established by GPS observations
 MB1081.and adjusted by the National Geodetic Survey in April 1998..
 MB1081
 MB1081.The orthometric height was determined by differential leveling
 MB1081.and adjusted by the National Geodetic Survey in June 1991..
 MB1081.WARNING-Repeat measurements at this control monument indicate possible
 MB1081.vertical movement.
 MB1081
 MB1081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1081
 MB1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1081
 MB1081.The ellipsoidal height was determined by GPS observations
 MB1081.and is referenced to NAD 83.
 MB1081
 MB1081.The geoid height was determined by GEOID03.
 MB1081
 MB1081.The dynamic height is computed by dividing the NAVD 88
 MB1081.geopotential number by the normal gravity value computed on the
 MB1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1081.degrees latitude (g = 980.6199 gals.).
 MB1081
 MB1081.The modeled gravity was interpolated from observed gravity values.
 MB1081
 MB1081;                    North         East     Units Scale Factor Converg.
 MB1081;SPC OH N     -   179,742.451   685,180.816   MT  0.99994604   +0 40 04.8
 MB1081;UTM  17      - 4,570,043.784   459,537.850   MT  0.99962015   -0 19 07.6
 MB1081
 MB1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1081!SPC OH N     -   0.99995655  x   0.99994604  =   0.99990259
 MB1081!UTM  17      -   0.99995655  x   0.99962015  =   0.99957671
 MB1081
 MB1081                          SUPERSEDED SURVEY CONTROL
 MB1081
 MB1081  ELLIP H (04/01/98)  277.08   (m)                       GP(       ) 4 1
 MB1081  NAD 83(1986)-  41 16 50.95329(N)    081 28 59.39858(W) AD(       ) 1
 MB1081  NGVD 29 (06/03/92)  311.046  (m)         1020.49   (f) ADJUSTED    1 2
 MB1081
 MB1081.Superseded values are not recommended for survey control.
 MB1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1081.See file dsdata.txt to determine how the superseded data were derived.
 MB1081
 MB1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5953870044(NAD 83)
 MB1081_MARKER: DB = BENCH MARK DISK
 MB1081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1081_SP_SET: CULVERT
 MB1081_STAMPING: DUCKIE RESET 1938
 MB1081_MARK LOGO: CGS   
 MB1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1081+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB1081
 MB1081  HISTORY     - Date     Condition        Report By
 MB1081  HISTORY     - 1938     MONUMENTED       CGS
 MB1081  HISTORY     - 1952     GOOD             NGS
 MB1081  HISTORY     - 1983     GOOD             NGS
 MB1081  HISTORY     - 1990     GOOD             WOOLPT
 MB1081
 MB1081                          STATION DESCRIPTION
 MB1081
 MB1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 MB1081'2.6 MI SE FROM MACEDONIA.
 MB1081'2.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MB1081'STATION AT MACEDONIA, SUMMIT COUNTY, AT TWINSBURG ROAD CROSSING,
 MB1081'112 FEET EAST OF THE EAST RAIL, AT A CONCRETE BOX CULVERT UNDER
 MB1081'THE ROAD, IN THE TOP OF THE SOUTHEAST WINGWALL, 21 FEET SOUTH
 MB1081'OF THE CENTERLINE OF THE ROAD, AND 8 FEET LOWER THAN THE
 MB1081'TRACK.  A STANDARD DISK, STAMPED DUCKIE RESET 1938.
 MB1081
 MB1081                          STATION RECOVERY (1983)
 MB1081
 MB1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1081'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN MACEDONIA,
 MB1081'0.5 KM (0.3 MI) WEST ALONG TWINSBURG ROAD FROM THE INTERSECTION OF
 MB1081'COUNTY ROUTE 25 (VALLEY VIEW ROAD) TO THE MARK ON THE LEFT, IN TOP OF
 MB1081'THE SOUTHEAST WINGWALL OF A CONCRETE CULVERT UNDER THE ROAD,
 MB1081'6.70 METERS (22.0 FT) SOUTH OF THE CENTER OF THE ROAD, 31.70 METERS
 MB1081'(104.0 FT) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 2.13 METERS
 MB1081'(7.0 FT) NORTH OF A CHAIN LINK FENCE.
 MB1081'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 MB1081'THE MARK IS 1.52 M BELOW ROAD.
 MB1081
 MB1081                          STATION RECOVERY (1990)
 MB1081
 MB1081'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990 (DT)
 MB1081'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3353 ***********************************************************************
 KY3353  DESIGNATION -  DUELL
 KY3353  PID         -  KY3353
 KY3353  STATE/COUNTY-  OH/STARK
 KY3353  USGS QUAD   -  BOLIVAR (1994)
 KY3353
 KY3353                         *CURRENT SURVEY CONTROL
 KY3353  ___________________________________________________________________
 KY3353* NAD 83(1995)-  40 43 52.47718(N)    081 23 46.08851(W)     ADJUSTED  
 KY3353* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 KY3353  ___________________________________________________________________
 KY3353  X           -     724,130.599 (meters)                     COMP
 KY3353  Y           -  -4,785,907.302 (meters)                     COMP
 KY3353  Z           -   4,140,077.086 (meters)                     COMP
 KY3353  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 KY3353  ELLIP HEIGHT-         344.20  (meters)          (10/07/05) GPS OBS
 KY3353  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KY3353
 KY3353  HORZ ORDER  -  FIRST
 KY3353  ELLP ORDER  -  FOURTH    CLASS I
 KY3353
 KY3353.The horizontal coordinates were established by GPS observations
 KY3353.and adjusted by the National Geodetic Survey in April 1998..
 KY3353
 KY3353.The orthometric height was scaled from a topographic map.
 KY3353
 KY3353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3353
 KY3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3353
 KY3353.The ellipsoidal height was determined by GPS observations
 KY3353.and is referenced to NAD 83.
 KY3353
 KY3353.The geoid height was determined by GEOID03.
 KY3353
 KY3353;                    North         East     Units Scale Factor Converg.
 KY3353;SPC OH N     -   118,807.041   693,243.483   MT  0.99995629   +0 43 30.7
 KY3353;UTM  17      - 4,508,998.711   466,549.383   MT  0.99961377   -0 15 30.5
 KY3353
 KY3353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3353!SPC OH N     -   0.99994601  x   0.99995629  =   0.99990230
 KY3353!UTM  17      -   0.99994601  x   0.99961377  =   0.99955980
 KY3353
 KY3353:                Primary Azimuth Mark                     Grid Az
 KY3353:SPC OH N     -  DUELL AZ MK RESET                        265 18 24.3
 KY3353:UTM  17      -  DUELL AZ MK RESET                        266 17 25.5
 KY3353
 KY3353|---------------------------------------------------------------------|
 KY3353| PID    Reference Object                     Distance      Geod. Az  |
 KY3353|                                                           dddmmss.s |
 KY3353| CC9856 DUELL AZ MK RESET                                  2660155.0 |
 KY3353| CC9857 DUELL RM 1                           52.242 METERS 27048     |
 KY3353| KY3396 CANTON RADIO WHBC S TOWER           APPROX. 4.5 KM 2975334.8 |
 KY3353| KY3390 CANTON RADIO WHBC N TOWER           APPROX. 4.6 KM 2993927.9 |
 KY3353| CC9858 DUELL RM 2                           32.512 METERS 31722     |
 KY3353| CC9855 DUELL AZ MK                                        3472717.7 |
 KY3353|---------------------------------------------------------------------|
 KY3353
 KY3353                          SUPERSEDED SURVEY CONTROL
 KY3353
 KY3353  NAD 83(1986)-  40 43 52.48458(N)    081 23 46.09500(W) AD(       ) 1
 KY3353  NAD 83(1986)-  40 43 52.48808(N)    081 23 46.09371(W) AD(       ) 1
 KY3353  NAD 27      -  40 43 52.27169(N)    081 23 46.67636(W) AD(       ) 1
 KY3353
 KY3353.Superseded values are not recommended for survey control.
 KY3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3353.See file dsdata.txt to determine how the superseded data were derived.
 KY3353
 KY3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6654908999(NAD 83)
 KY3353_MARKER: DB = BENCH MARK DISK
 KY3353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3353_SP_SET: CONCRETE POST
 KY3353_STAMPING: DUELL 1943
 KY3353_MARK LOGO: CGS   
 KY3353_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3353+STABILITY: SURFACE MOTION
 KY3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3353+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1993
 KY3353
 KY3353  HISTORY     - Date     Condition        Report By
 KY3353  HISTORY     - 1943     MONUMENTED       CGS
 KY3353  HISTORY     - 1943     GOOD             CGS
 KY3353  HISTORY     - 1944     SEE DESCRIPTION  CGS
 KY3353  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KY3353  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KY3353  HISTORY     - 1959     SEE DESCRIPTION  CGS
 KY3353  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KY3353  HISTORY     - 1969     GOOD             CGS
 KY3353  HISTORY     - 1969     GOOD             THOMAS
 KY3353  HISTORY     - 1975     GOOD             LOCENG
 KY3353  HISTORY     - 19921217 GOOD             OHDT
 KY3353  HISTORY     - 19931217 GOOD             GEOMET
 KY3353
 KY3353                          STATION DESCRIPTION
 KY3353
 KY3353'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KY3353'STATION IS ABOUT 6 MILES S OF THE CITY OF CANTON, ON THE PROPERTY OF
 KY3353'W.J. DUELL.  THE STATION IS SET
 KY3353'ABOUT 0.25 MILE SE OF THE DUELL FARMHOUSE AND IS
 KY3353'ON THE SUMMIT OF A BARE HILL, 160
 KY3353'FEET E OF THE APPROXIMATE CENTER
 KY3353'LINE OF A GRAVEL ROAD.  STATION MARK IS STAMPED
 KY3353'DUELL NO 1 1943
 KY3353'AND IS 12 INCHES BELOW THE GROUND.
 KY3353'
 KY3353'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 KY3353'DISKS SET IN
 KY3353'CONCRETE.
 KY3353'
 KY3353'REFERENCE MARK 1 IS 171.66 FEET WSW OF THE STATION, 18 FEET
 KY3353'E OF THE
 KY3353'APPROXIMATE CENTER LINE OF A GRAVELED ROAD, AND ABOUT
 KY3353'14 FEET LOWER IN ELEVATION
 KY3353'THAN THE STATION MARK.  THE DISK, WITH
 KY3353'AN ARROW POINTING TO THE STATION, IS STAMPED
 KY3353'DUELL NO 1 1943.
 KY3353'
 KY3353'REFERENCE MARK 2 IS 107.01 FEET NW OF THE STATION, 22 FEET E
 KY3353'OF THE APPROXIMATE
 KY3353'CENTER LINE OF A GRAVELED ROAD, AND ABOUT 12
 KY3353'FEET LOWER IN ELEVATION THAN THE
 KY3353'STATION.  THE DISK, WITH AN ARROW
 KY3353'POINTING TO THE STATION, IS STAMPED DUELL NO 2
 KY3353'1943.
 KY3353'
 KY3353'AZIMUTH MARK IS IN THE NE CORNER OF A CULTIVATED FIELD,
 KY3353'21.2 FEET W OF THE
 KY3353'APPROXIMATE CENTER LINE OF A BRICK HIGHWAY, AND
 KY3353'6.4 FEET S OF POWER-TRANSMISSION LINE
 KY3353'POLE 867-60.  IT IS STAMPED
 KY3353'DUELL 1943.
 KY3353'
 KY3353'TO REACH FROM THE CENTER OF RICHVILLE AT THE SINCLAIR SERVICE
 KY3353'STATION ON U.S.
 KY3353'HIGHWAY 62, GO RIGHT OF THE SERVICE STATION
 KY3353'S AND E FOR 0.15 MILE TO A FORK,
 KY3353'TAKE LEFT FORK E AND CONTINUE
 KY3353'1.05 MILES TO A BRICK CROSS ROAD, CONTINUE STRAIGHT
 KY3353'AHEAD FOR 0.5
 KY3353'MILE TO ANOTHER BRICK CROSS ROAD, TURN RIGHT AND GO FOR 0.55 MILE
 KY3353'TO A GRAVEL T-ROAD
 KY3353'LEFT, TURN LEFT AND GO 1.3 MILES TO A BRICK
 KY3353'CROSS ROAD, HERE TURN RIGHT FOR 0.2
 KY3353'MILE TO THE AZIMUTH MARK ON
 KY3353'THE IGHT.  CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO A
 KY3353'GRAVEL T-ROAD
 KY3353'LEFT, HERE TURN LEFT AND GO 0.1 MILE TO A SMALL BARE KNOLL
 KY3353'ON THE RIGHT AND
 KY3353'STATION.
 KY3353'
 KY3353'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 KY3353
 KY3353                          STATION RECOVERY (1943)
 KY3353
 KY3353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 KY3353'RECOVERED IN GOOD CONDITION.
 KY3353
 KY3353                          STATION RECOVERY (1944)
 KY3353
 KY3353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 KY3353'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED
 KY3353'AS DESCRIBED IN
 KY3353'GOOD CONDITION.  THE STATION IS LOCATED
 KY3353'ABOUT 2 MILES W OF THE VILLAGE OF
 KY3353'NORTH INDUSTRY.
 KY3353'
 KY3353'TO REACH THE STATION FROM THE POST OFFICE AT NORTH INDUSTRY,
 KY3353'GO N ON STATE
 KY3353'HIGHWAY 8 FOR 0.9 MILE TO A GRAVELED CROSS ROAD,
 KY3353'HERE TURN LEFT AND GO 1.2 MILES
 KY3353'TO A BRICK CROSS ROAD, HERE TURN
 KY3353'LEFT AND GO 0.95 MILE TO A DIRT T-ROAD RIGHT AND
 KY3353'THE AZIMUTH MARK
 KY3353'ON THE RIGHT.  CONTINUE ON S FOR 0.7 MILE TO A T-ROAD LEFT, HERE
 KY3353'TURN LEFT AND GO
 KY3353'0.1 MILE TO A SMALL BARE KNOLL ON THE RIGHT AND
 KY3353'THE STATION.
 KY3353'
 KY3353'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 KY3353
 KY3353                          STATION RECOVERY (1950)
 KY3353
 KY3353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3353'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 KY3353'AND FOUND IN GOOD CONDITION.
 KY3353'THE AZIMUTH MARK WAS NOT RECOVERED AND A NEW AZIMUTH MARK WAS SET
 KY3353'THIS YEAR.
 KY3353'
 KY3353'THE ORIGINAL DESCRIPION IS ADEQUATE.  A NEW DESCRIPTION OF THE
 KY3353'AZIMUTH MARK AND HOW TO REACH IT
 KY3353'IS AS FOLLOWS-
 KY3353'
 KY3353'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A 12 INCH CONCRETE
 KY3353'POST PROJECTING 4 INCHES ABOVE
 KY3353'THE SURFACE.  IT IS 43 FEET EAST OF THE CENTERLINE OF A BRICK ROAD,
 KY3353'27 FEET NORTH OF THE CENTERLINE OF A
 KY3353'GRAVEL ROAD, AT A T-INTERSECTION AND ON A GRADED BANK ABOUT 8
 KY3353'FEET ABOVE THE ROAD SURFACE.  THE MARK IS
 KY3353'STAMPED DUELL 1943 RESET 1950.
 KY3353'
 KY3353'TO REACH THE AZIMUTH MARK FROM THE LOCATION OF THE OLD AZIMUTH MARK
 KY3353'AS DESCRIBED, CONTINUE SOUTH
 KY3353'ON THE BRICK ROAD FOR 0.7 MILE TO A GRAVEL T-ROAD LEFT AND THE MARK
 KY3353'ON THE LEFT.
 KY3353
 KY3353                          STATION RECOVERY (1958)
 KY3353
 KY3353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 KY3353'STATION, AZIMUTH MARK SET IN 1943, AZIMUTH MARK SET IN 1950, AND
 KY3353'REFERENCE MARKS
 KY3353'RECOVERED IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS
 KY3353'AND ANGLES BETWEEN
 KY3353'REFERENCE MARKS CHECKED AND VERIFIED.  DESCRIPTION
 KY3353'ADEQUATE AND CORRECT EXCEPT FOR THE
 KY3353'FOLLOWING.  REFERENCE MARK NO. 2
 KY3353'IS 4 FEET EAST OF A 6 INCH ELM TREE AND REFERENCE MARK
 KY3353'NO. 1 IS 43.7
 KY3353'FEET NORTH OF A POWER POLE AND AZIMUTH MARK SET IN 1950.  AZIMUTH
 KY3353'MARK SET IN 1943
 KY3353'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING- CULTIVATED
 KY3353'FIELD IS NOW FRONT LAWN OF A
 KY3353'NEW RESIDENCE.
 KY3353'
 KY3353'TO REACH FROM MAIN INTERSECTION IN NORTH INDUSTRY GO 1.2 MILES
 KY3353'SOUTHWEST AND WEST TO
 KY3353'INTERSECTION AND BRICK ROAD PAVED OVER WITH BLACK TOP,
 KY3353'TURN LEFT GO 0.95 MILE SOUTH
 KY3353'TO T-ROAD RIGHT AND AZIMUTH MARK SET IN
 KY3353'1943, CONTINUE STRAIGHT 0.7 MILE TO T-ROAD ON
 KY3353'LEFT, TURN LEFT GO ABOUT
 KY3353'0.15 MILE EAST TO STATION ON RIGHT.
 KY3353
 KY3353                          STATION RECOVERY (1959)
 KY3353
 KY3353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3353'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION
 KY3353'OF THE MARKS WERE VERIFIED.
 KY3353'
 KY3353'THE DISTANCE TO REFERENCE MARK NO. 2 WAS VERIFIED BY MEASURING A
 KY3353'SLOPE DISTANCE WITH A 300
 KY3353'FOOT TAPE.  THE DISTANCE TO REFERENCE MARK NO. 1 COULD NOT BE
 KY3353'VERIFIED, IT WAS FOUND TO BE .08
 KY3353'FOOT SHORTER THAN THE 1943 MEASUREMENT.
 KY3353'
 KY3353'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE MEASURED
 KY3353'HORIZONTAL PULLING
 KY3353'5-KILOGRAM TENSION TO A 30-METER STEEL TAPE.
 KY3353'
 KY3353'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KY3353'
 KY3353'THE STATION IS ABOUT 6 MILES SOUTH OF CANTON, 1.5 MILES WEST OF NORTH
 KY3353'INDUSTRY AND ON THE SUMMIT OF A
 KY3353'BARE HILL OWNED BY MR. DAN E. CHENET WHO LIVES IN CANTON.
 KY3353'
 KY3353'TO REACH THE STATION FROM THE POST OFFICE IN NORTH INDUSTRY, GO NORTH
 KY3353'ON STATE HIGHWAY 8 FOR 0.45
 KY3353'MILE TO A CROSSROAD (SHELL SERVICE STATION IN THE SOUTHWEST CORNER
 KY3353'OF THE CROSSROAD).  TURN LEFT AND GO
 KY3353'WEST ON THE BLACKTOP ROAD FOR 1.2 MILES TO A CROSSROAD.
 KY3353'TURN LEFT AND GO SOUTH ON BOLIVAR ROAD FOR 0.65 MILE TO
 KY3353'A SIDE ROAD ON THE RIGHT AND
 KY3353'THE AZIMUTH MARK AT THE NORTHEAST CORNER OF A LAWN.  CONTINUE SOUTH
 KY3353'ON BOLIVAR ROAD FOR 0.7 MILE TO FOHL
 KY3353'STREET ON THE LEFT.  TURN LEFT AND GO EAST AND NORTHEAST ON FOHL
 KY3353'STREET FOR 0.15 MILE TO THE STATION ON
 KY3353'THE RIGHT ON THE SUMMIT OF THE BARE HILL WHICH
 KY3353'IS 128 FEET EAST OF HARD SURFACED ROAD.
 KY3353'
 KY3353'THE STATION MARK, A STANDARD DISK STAMPED DUELL 1943, IS SET IN A
 KY3353'SQUARE CONCRETE POST WHICH IS
 KY3353'9 INCHES BELOW THE SURFACE OF THE GROUND.
 KY3353'
 KY3353'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUELL NO 1 1943, IS SET
 KY3353'IN A SQUARE CONCRETE POST
 KY3353'WHICH PROJECTS 6 INCHES.  IT IS 68.5 FEET SOUTHWEST OF A TELEPHONE
 KY3353'POLE AND 16 FEET EAST OF THE
 KY3353'CENTERLINE OF THE HARD SURFACED ROAD.
 KY3353'
 KY3353'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUELL NO 2 1943, IS SET
 KY3353'IN A SQUARE CONCRETE POST
 KY3353'WHICH PROJECTS 4 INCHES.  IT IS 56.5 FEET NORTHEAST OF THE TELEPHONE
 KY3353'POLE AND 20 FEET EAST OF THE
 KY3353'CENTERLINE OF THE HARD SURFACED ROAD.  A STANDARD METAL WITNESS
 KY3353'POST WAS SET 1 FOOT NORTH OF THE MARK.
 KY3353'
 KY3353'AZIMUTH MARK, A STANDARD DISK STAMPED DUELL 1943, IS SET IN A SQUARE
 KY3353'CONCRETE POST WHICH PROJECTS 2
 KY3353'INCHES.  IT IS 21.5 FEET WEST OF THE CENTERLINE OF BOLIVAR ROAD, 6.5
 KY3353'FEET SOUTH OF A POWERLINE POLE AND
 KY3353'27 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD.
 KY3353
 KY3353                          STATION RECOVERY (1966)
 KY3353
 KY3353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 KY3353'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 KY3353'CONDITION.  REFERENCE
 KY3353'MARK NO. 2 WHICH WAS REPORTED AS POSSIBLY LOST BY THE STARK COUNTY
 KY3353'ENGINEER WAS RECOVERED THIS DATE.
 KY3353'BOTH AZIMUTH MARKS FOR THIS STATION, ONE SET IN 1943 AND THE
 KY3353'1950 RESET MARK WHICH WAS RECENTLY LOWERED
 KY3353'BY THE STARK COUNTY ENGINEER AND NOW STAMPED
 KY3353'DUELL 1943 RESET 1966 WERE RECOVERED AND THE STATION WAS
 KY3353'OCCUPIED TO CHECK THE ANGLE FOR
 KY3353'THIS RESET AZIMUTH.  DISCREPANCIES WERE NOTED IN THE ANGLES BETWEEN
 KY3353'CANTON, RADIO STATION WHBC
 KY3353'AND THE 1943 AZIMUTH MARK, AND BETWEEN THE 1943 AZIMUTH MARK AND
 KY3353'THE RESET 1966 AZIMUTH MARK, THE
 KY3353'ERROR BEING 08 SEC AND 29.9 SEC RESPECTIVELY.  ADDITIONAL
 KY3353'OBSERVATIONS WERE OBSERVED TO FURTHER VERIFY THESE
 KY3353'DISCREPANCIES.  ALSO, A DISCREPANCY
 KY3353'WAS NOTED IN THE MEASUREMENT TO REFERENCE MARK NO. 2 OF 0.08 FOOT
 KY3353'SHORTER THAN THE 1959
 KY3353'MEASUREMENT.
 KY3353'
 KY3353'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KY3353'
 KY3353'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF CANTON, 1.5 MILES WEST
 KY3353'OF NORTH INDUSTRY AND ON
 KY3353'THE SUMMIT OF A HILL IN THE FRONT YARD OF PROPERTY OWNED BY MR. G.
 KY3353'ELLIOTT.
 KY3353'
 KY3353'TO REACH THE STATION FROM THE POST OFFICE IN NEW INDUSTRY (CANTON
 KY3353'BRANCH), GO NORTH ON STATE
 KY3353'ROUTE 8 FOR 0.45 MILE TO THE TRAFFIC LIGHT AT THE INTERSECTION OF
 KY3353'FAIRCREST STREET.  HERE TURN LEFT
 KY3353'AND GO WESTERLY ON FAIRCREST STREET FOR 1.2 MILES
 KY3353'TO DUEBER AVENUE (FORMERLY BOLIVAR ROAD), TURN LEFT
 KY3353'AND GO SOUTHERLY ON DUEBER AVENUE
 KY3353'FOR 0.65 MILE TO A GRAVELED ROAD RIGHT AND THE 1943 AZIMUTH MARK IN
 KY3353'THE SOUTHWEST ANGLE.  CONTINUE
 KY3353'SOUTHERLY ON DUEBER AVENUE FOR 0.7 MILE TO FOHL STREET ON THE LEFT
 KY3353'AND THE RESET 1966 AZIMUTH MARK
 KY3353'ON THE LEFT IN THE NORTHEAST ANGLE.  HERE TURN LEFT ON FOHL
 KY3353'STREET AND GO EASTERLY FOR 0.15 MILE TO
 KY3353'THE HOME OF MR. G. ELLIOTT ON THE RIGHT AND THE
 KY3353'STATION AS DESCRIBED.
 KY3353'
 KY3353'THE STATION IS JUST NORTH OF MR. ELLIOTTS HOUSE, 127 FEET SOUTHEAST
 KY3353'OF THE APPROXIMATE
 KY3353'CENTER OF FOHL STREET, 60 FEET EAST OF THE APPROXIMATE CENTER OF A
 KY3353'DRIVEWAY, 26 FEET WEST OF THE
 KY3353'NORTHEAST CORNER OF THE HOUSE, 21.5 FEET NORTH OF THE NORTHWEST
 KY3353'CORNER OF THE HOUSE, AND 8.5 FEET
 KY3353'NORTHWEST OF A WATER HYDRANT IN THE PORCH.  IT IS A
 KY3353'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 KY3353'CONCRETE MONUMENT ABOUT 14 INCHES
 KY3353'BELOW THE SURFACE OF THE YARD AND THE DISK IS STAMPED DUELL 1943.
 KY3353'NOTES 1A AND 7A.
 KY3353'
 KY3353'REFERENCE MARK NO. 1 IS 126 FEET EAST OF POWERLINE POLE NO. 346-4, 70
 KY3353'FEET WEST-SOUTHWEST OF UTILITY POLE
 KY3353'NO. 3464-1/2, 34 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 KY3353'CENTER OF THE DRIVEWAY, AND 16
 KY3353'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF FOHL STREET.
 KY3353'IT IS A STANDARD DISK SET IN THE TOP OF A
 KY3353'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 KY3353'5 INCHES AND THE DISK IS STAMPED DUELL NO 1 1943.  NOTE 11A.
 KY3353'
 KY3353'REFERENCE MARK NO. 2 IS 54 FEET EAST-NORTHEAST OF UTILITY POLE NO.
 KY3353'3464-1/2, 19 FEET SOUTHEAST
 KY3353'OF THE APPROXIMATE CENTER OF FOHL STREET, 4 FEET SOUTHEAST OF A
 KY3353'12-INCH ELM TREE, AND 1.1 FEET
 KY3353'SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 KY3353'DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 KY3353'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 KY3353'THE DISK IS STAMPED DUELL NO 2 1943.  NOTE 11A.
 KY3353'
 KY3353'THE REFERENCE MARKS COULD NOT BE MEASURED BETWEEN DUE TO HEAVY
 KY3353'EQUIPMENT ON LINE.
 KY3353'
 KY3353'THE 1943 AZIMUTH MARK IS LOCATED IN THE NORTHEAST CORNER OF A LAWN,
 KY3353'26 FEET SOUTH OF THE
 KY3353'APPROXIMATE CENTER OF A GRAVELED ROAD LEADING WEST, 20 FEET WEST OF
 KY3353'THE APPROXIMATE CENTER OF DUEBER
 KY3353'AVENUE, AND 6.5 FEET SOUTH OF UTILITY POLE NO. 426-1/2.  IT IS A
 KY3353'STANDARD DISK SET IN THE TOP OF A
 KY3353'12-INCH, SQUARE, CONCRETE MONUMENT THAT IS FLUSH WITH
 KY3353'THE SURFACE OF THE LAWN AND THE DISK IS STAMPED
 KY3353'DUELL 1943.  NOTE 16A.
 KY3353'
 KY3353'THE 1966 RESET AZIMUTH MARK IS ON THE PROPERTY OF MR. CARLIS H. MOORE
 KY3353'IN THE NORTHEAST ANGLE OF THE
 KY3353'T-INTERSECTION OF DUEBER AVENUE AND FOHL STREET, 69 FEET NORTH OF
 KY3353'A POWERLINE POLE, 44 FEET EAST
 KY3353'OF THE APPROXIMATE CENTER OF DUEBER AVENUE, 26 FEET NORTH
 KY3353'OF THE APPROXIMATE CENTER OF FOHL STREET, AND 20
 KY3353'FEET EAST OF A METAL STREET MARKER POST.
 KY3353'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 KY3353'MONUMENT THAT PROJECTS 4 INCHES AND THE
 KY3353'DISK IS STAMPED DUELL 1943 RESET 1966.  NOTE 16A.
 KY3353'
 KY3353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1.5 MILES WEST OF
 KY3353'NEW INDUSTRY.
 KY3353
 KY3353                          STATION RECOVERY (1969)
 KY3353
 KY3353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KY3353'THE STATION AND ALL MARKS, WITH THE EXCEPTION OF REFERENCE MARK NO.
 KY3353'2 WHICH IS KNOWN TO HAVE BEEN DESTROYED BY GRADING OPERATIONS WHERE
 KY3353'RECOVERED AND FOUND IN GOOD CONDITION.
 KY3353'
 KY3353'NO NEW REFERENCE MARK WAS ESTABLISHED AS MR. G ELLIOTT WHO OWNS THE
 KY3353'PROPERTY, WAS VERY PERTURBED BY THE FACT THAT THE THOMAS ENGINEERING
 KY3353'AND SURVEYING CO. OF COLUMBUS, OHIO HAD COME INTO HIS YARD WITHOUT
 KY3353'HIS PERMISSION AND HAD DUG UP A LARGE AREA OF HIS FLOWER BEDS
 KY3353'SEARCHING FOR THE STATION WHICH IS ABOUT 14 INCHES BELOW THE
 KY3353'SURFACE.  ONCE THE MARK WAS RECOVERED THEY PLACED A LARGE FLIGHT
 KY3353'PANEL OVER THE POINT AND WHEN MR. ELLIOTT RETURNED FROM A TRIP,
 KY3353'EVERYTHING UNDER THE PANEL WAS DEAD.  HE REMOVED THE PANEL PAPER AND
 KY3353'THE NEXT WEEK ATTENDED A CHURCH CONVENTION AND WHILE GONE THE
 KY3353'THOMAS ENGINEERING PERSONELL RETURNED AND REPLACED THE FLIGHT
 KY3353'PANEL ONCE MORE.  THAT DID IT.  DUE TO THE STATIONS LOCATION AND
 KY3353'SURROUNDING TERRAIN, IT WOULD BE NECESSARY TO SET A NEW
 KY3353'REFERENCE MARK ON MR. ELLIOTTS PROPERTY, AND HE WAS NOT RECEPTIVE TO
 KY3353'HAVE THIS DONE.
 KY3353'
 KY3353'THE 1966 DESCRIPTION AND TO-REACH FOR THIS STATION IS COMPLETELY
 KY3353'ADEQUATE, AND STATION IS IN EXCELLENT CONDITION.
 KY3353'
 KY3353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 KY3353'WEST OF NORTH INDUSTRY.
 KY3353
 KY3353                          STATION RECOVERY (1969)
 KY3353
 KY3353'RECOVERY NOTE BY THOMAS ENG AND SURV 1969 (CES)
 KY3353'DUELL 1943 RECOVERED GOOD.
 KY3353'
 KY3353'DUELL NO. 1 1943 RECOVERED GOOD.
 KY3353'
 KY3353'DUELL NO. 2 1943 NOT FOUND.
 KY3353'
 KY3353'WITNESS POST WAS FOUND LAYING ON GROUND NEAR REF 2 AREA.  BANK HAS
 KY3353'BEEN CUT DOWN IN FRONT OF NEW HOUSE.
 KY3353
 KY3353                          STATION RECOVERY (1975)
 KY3353
 KY3353'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (ERL)
 KY3353'DUELL 1943 RECOVERED GOOD.
 KY3353'
 KY3353'THIS MARK IS LOCATED IN THE FRONT LAWN OF A RESIDENCE.  IT IS ABOUT
 KY3353'1 FOOT UNDER THE SOD.  THE OCCUPANT DISLIKES HAVING HIS LAWN TORN
 KY3353'UP.
 KY3353
 KY3353                          STATION RECOVERY (1992)
 KY3353
 KY3353'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992 (BM)
 KY3353'-------REPORT BY ODOT -------YEAR 1992-------CONDITION - GOOD-----
 KY3353' 
 KY3353'NOTE**STATION FOUND IN GOOD CONDITION. 11 FT NORTH FROM CENTER OF,
 KY3353'HOUSE 1 FT NORTH OF FRONT EDGE OF PORCH, ROAD HAS BEEN PAVED.
 KY3353' 
 KY3353'REF. MARK NO. 1 RECOVERED IN GOOD CONDITION.
 KY3353' 
 KY3353'REF. MARK NO. 2 NOT FOUND.
 KY3353' 
 KY3353'AZIMUTH MARK FOUND IN GOOD CONDITION IN THE CENTER OF A TRACTOR TIRE
 KY3353'BEING USED AS A FLOWER BED.
 KY3353
 KY3353                          STATION RECOVERY (1993)
 KY3353
 KY3353'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 KY3353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2036 ***********************************************************************
 JX2036  DESIGNATION -  DUFFY
 JX2036  PID         -  JX2036
 JX2036  STATE/COUNTY-  OH/MONROE
 JX2036  USGS QUAD   -  ROUND BOTTOM (1994)
 JX2036
 JX2036                         *CURRENT SURVEY CONTROL
 JX2036  ___________________________________________________________________
 JX2036* NAD 83(1995)-  39 38 16.94953(N)    080 52 40.00266(W)     ADJUSTED  
 JX2036* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 JX2036  ___________________________________________________________________
 JX2036  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 JX2036  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JX2036
 JX2036  HORZ ORDER  -  THIRD
 JX2036
 JX2036.The horizontal coordinates were established by classical geodetic methods
 JX2036.and adjusted by the National Geodetic Survey in April 1998..
 JX2036
 JX2036.The orthometric height was scaled from a topographic map.
 JX2036
 JX2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2036
 JX2036.The geoid height was determined by GEOID03.
 JX2036
 JX2036;                    North         East     Units Scale Factor Converg.
 JX2036;SPC OH S     -   183,096.384   739,241.343   MT  0.99994568   +1 01 45.6
 JX2036;SPC WV N     -   127,249.097   481,738.968   MT  0.99994076   -0 52 43.4
 JX2036;UTM  17      - 4,387,591.763   510,487.666   MT  0.99960135   +0 04 40.7
 JX2036
 JX2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2036!SPC OH S     -   0.99994741  x   0.99994568  =   0.99989309
 JX2036!SPC WV N     -   0.99994741  x   0.99994076  =   0.99988817
 JX2036!UTM  17      -   0.99994741  x   0.99960135  =   0.99954878
 JX2036
 JX2036:                Primary Azimuth Mark                     Grid Az
 JX2036:SPC OH S     -  NEW MARTINSVILLE BRIDGE W LT             023 53 47.8
 JX2036:SPC WV N     -  NEW MARTINSVILLE BRIDGE W LT             025 48 16.8
 JX2036:UTM  17      -  NEW MARTINSVILLE BRIDGE W LT             024 50 52.7
 JX2036
 JX2036|---------------------------------------------------------------------|
 JX2036| PID    Reference Object                     Distance      Geod. Az  |
 JX2036|                                                           dddmmss.s |
 JX2036| JX2005 NEW MARTINSVILLE BRIDGE W LT        APPROX. 2.6 KM 0245533.4 |
 JX2036| JX2013 NEW MARTINSVILLE BRIDGE E LT        APPROX. 2.7 KM 0291554.3 |
 JX2036| JX2012 NEW MARTINSVILLE RAD WETZ TWR       APPROX. 2.8 KM 0353409.3 |
 JX2036| JX1688 MARTINSVILLE                        APPROX. 2.9 KM 0354033.5 |
 JX2036| JX2016 NEW MARTINSVILLE VIK GLASS TK       APPROX. 2.2 KM 0461939.6 |
 JX2036| JX2019 NEW MARTINSVILLE CABLE CO TWR       APPROX. 4.2 KM 0591249.9 |
 JX2036| CW9728 DUFFY RM 1                            7.403 METERS 09205     |
 JX2036| JX2014 HOSKINS                             APPROX. 1.8 KM 1154717.0 |
 JX2036| CW9729 DUFFY RM 2                            8.540 METERS 21539     |
 JX2036|---------------------------------------------------------------------|
 JX2036
 JX2036                          SUPERSEDED SURVEY CONTROL
 JX2036
 JX2036  NAD 83(1986)-  39 38 16.95628(N)    080 52 40.01062(W) AD(       ) 3
 JX2036  NAD 27      -  39 38 16.67460(N)    080 52 40.64790(W) AD(       ) 3
 JX2036
 JX2036.Superseded values are not recommended for survey control.
 JX2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2036.See file dsdata.txt to determine how the superseded data were derived.
 JX2036
 JX2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1048887592(NAD 83)
 JX2036_MARKER: DS = TRIANGULATION STATION DISK
 JX2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2036_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2036
 JX2036  HISTORY     - Date     Condition        Report By
 JX2036  HISTORY     - 1963     MONUMENTED       CGS
 JX2036
 JX2036                          STATION DESCRIPTION
 JX2036
 JX2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2036'THE STATION IS LOCATED ON A HIGH POINTED GRASS COVERED HILL KNOWN AS
 JX2036'BAPTIST RIDGE, ABOUT 0.4
 JX2036'MILE WEST OF THE SMALL TOWN OF DUFFY, 0.6 MILE NORTH-NORTHWEST OF
 JX2036'LOCK 15 ON THE OHIO RIVER AND ON THE
 JX2036'PROPERTY OF MR. HAROLD W. SCHULTHEIS.  IT IS ON THE HIGHEST
 JX2036'POINT OF THE HILL.  THE MONUMENT PROJECTS 1 INCH
 JX2036'AND THE DISK IS STAMPED DUFFY 1963.
 JX2036'
 JX2036'TO REACH FROM THE WEST END OF THE NEW MARTINSVILLE-HANNIBAL BRIDGE,
 JX2036'GO SOUTH ON STATE HIGHWAY 7
 JX2036'FOR 1.5 MILES TO THE DUFFY CHURCH OF GOD ON THE RIGHT AND A SIDE ROAD
 JX2036'RIGHT IN THE SOUTH EDGE OF THE
 JX2036'TOWN OF DUFFY.  TURN RIGHT AND GO WESTERLY UP A STEEP HILL
 JX2036'FOR 0.35 MILE TO A SIDE ROAD RIGHT.  CONTINUE
 JX2036'WESTERLY ON THE GRAVELED ROAD FOR 0.6 MILE
 JX2036'TO A SIDE ROAD RIGHT AND A GATE LEADING INTO A FIELD ON THE
 JX2036'RIGHT.  TURN RIGHT PASSING THROUGH
 JX2036'THE GATE AND GO EAST UP HILL ON A TRACK ROAD FOR 0.3 MILE TO THE TOP
 JX2036'OF THE HILL AND THE STATION.
 JX2036'
 JX2036'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMEMTED IN A
 JX2036'DRILL HOLE IN OUTCROPPING
 JX2036'BEDROCK.  IT IS ON THE EAST SLOPE OF THE HILL ABOUT 1 FOOT LOWER THAN
 JX2036'THE STATION.  THE MONUMENT IS
 JX2036'FLUSH AND THE DISK IS STAMPED DUFFY NO 1 1963.
 JX2036'
 JX2036'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 JX2036'DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 JX2036'IS ON THE SOUTHWEST SLOPE OF THE HILL ABOUT 2 FEET LOWER THAN THE
 JX2036'STATION.  THE MONUMENT IS FLUSH
 JX2036'AND THE DISK IS STAMPED DUFFY NO 2 1963.
 JX2036'
 JX2036'NOTE- STATIONS HOSKINS AND MARTINSVILLE CAN BE USED AS AN AZIMUTH.
 JX2036'
 JX2036'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1409 ***********************************************************************
 MC1409  DESIGNATION -  DULL
 MC1409  PID         -  MC1409
 MC1409  STATE/COUNTY-  OH/HENRY
 MC1409  USGS QUAD   -  MC CLURE (1971)
 MC1409
 MC1409                         *CURRENT SURVEY CONTROL
 MC1409  ___________________________________________________________________
 MC1409* NAD 83(1995)-  41 19 54.14750(N)    083 54 44.89385(W)     ADJUSTED  
 MC1409* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1409  ___________________________________________________________________
 MC1409  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 MC1409  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 MC1409
 MC1409  HORZ ORDER  -  THIRD
 MC1409
 MC1409.The horizontal coordinates were established by classical geodetic methods
 MC1409.and adjusted by the National Geodetic Survey in April 1998..
 MC1409
 MC1409.The orthometric height was scaled from a topographic map.
 MC1409
 MC1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1409
 MC1409.The geoid height was determined by GEOID03.
 MC1409
 MC1409;                    North         East     Units Scale Factor Converg.
 MC1409;SPC OH N     -   185,854.848   481,770.426   MT  0.99994973   -0 55 40.5
 MC1409;UTM  17      - 4,579,673.684   256,275.295   MT  1.00033111   -1 55 27.8
 MC1409
 MC1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1409!SPC OH N     -   0.99997297  x   0.99994973  =   0.99992270
 MC1409!UTM  17      -   0.99997297  x   1.00033111  =   1.00030407
 MC1409
 MC1409                          SUPERSEDED SURVEY CONTROL
 MC1409
 MC1409  NAD 83(1995)-  41 19 54.15553(N)    083 54 44.89875(W) AD(       ) 3
 MC1409  NAD 83(1986)-  41 19 54.15755(N)    083 54 44.90459(W) AD(       ) 3
 MC1409  NAD 27      -  41 19 53.97300(N)    083 54 45.11300(W) AD(       ) 3
 MC1409
 MC1409.Superseded values are not recommended for survey control.
 MC1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1409.See file dsdata.txt to determine how the superseded data were derived.
 MC1409
 MC1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5627579674(NAD 83)
 MC1409_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1409_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1409_STAMPING: DULL 1947
 MC1409_MARK LOGO: CGS   
 MC1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1409+STABILITY: SURFACE MOTION
 MC1409
 MC1409  HISTORY     - Date     Condition        Report By
 MC1409  HISTORY     - 1947     MONUMENTED       CGS
 MC1409  HISTORY     - 1963     GOOD             CGS
 MC1409
 MC1409                          STATION DESCRIPTION
 MC1409
 MC1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1409'THE STATION IS LOCATED 2-1/4 MILES NORTH AND 1-1/2 MILES EAST OF
 MC1409'WESTHOPE ON THE BURL
 MC1409'DULL FARM.  IT IS 2.5 M. WEST OF THE CENTERLINE OF THE NS
 MC1409'DRAINAGE DITCH AND
 MC1409'APPROXIMATELY 39.0 M. NORTH OF THE SOUTH END OF THE
 MC1409'OPEN DITCH.  THE DITCH EXTENDS ALONG
 MC1409'THE 1/2 MILE NS LAND SUBDIVISION LINE
 MC1409'(FOR ONLY THE NORTH 3/4 MILE).  IT IS IN SEC. 2,
 MC1409'RICHFIELD TOWNSHIP.
 MC1409'
 MC1409'STATION IS 4.9 METERS W OF NS FENCE LINE, 38.8 METERS N OF EW
 MC1409'CULTIVATION LINE, AND 39.2 METERS NNW OF
 MC1409'FENCE CORNER.
 MC1409'
 MC1409'A STANDARD DISK STAMPED DULL 1947 SET IN THE TOP OF A 10-INCH
 MC1409'CONCRETE POST.
 MC1409'THE TOP OF THE POST IS FLUSH WITH THE GROUND SURFACE.
 MC1409
 MC1409                          STATION RECOVERY (1963)
 MC1409
 MC1409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1409'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1409'EXCEPTIONS--THE STATION IS 3.9 FEET WEST OF A NORTH-SOUTH FENCE LINE
 MC1409'AND THE CONCRETE MONUMENT IS SURROUNDED BY A CAMERA TARGET 8 FEET
 MC1409'IN DIAMETER.  THE TARGET IS CONCRETE ON THE EAST HALF AND GRAVEL
 MC1409'ON THE WEST HALF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1414 ***********************************************************************
 JY1414  DESIGNATION -  DUMONT
 JY1414  PID         -  JY1414
 JY1414  STATE/COUNTY-  OH/FAIRFIELD
 JY1414  USGS QUAD   -  BALTIMORE (1987)
 JY1414
 JY1414                         *CURRENT SURVEY CONTROL
 JY1414  ___________________________________________________________________
 JY1414* NAD 83(1995)-  39 45 43.03333(N)    082 37 03.20024(W)     ADJUSTED  
 JY1414* NAVD 88     -       340.03   (+/-2cm)    1115.6    (feet)  VERTCON   
 JY1414  ___________________________________________________________________
 JY1414  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 JY1414  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JY1414
 JY1414  HORZ ORDER  -  FIRST
 JY1414  VERT ORDER  -  THIRD ? (See Below)
 JY1414
 JY1414.The horizontal coordinates were established by classical geodetic methods
 JY1414.and adjusted by the National Geodetic Survey in April 1998..
 JY1414
 JY1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1414.The vertical order pertains to the NGVD 29 superseded value.
 JY1414
 JY1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1414
 JY1414.The geoid height was determined by GEOID03.
 JY1414
 JY1414;                    North         East     Units Scale Factor Converg.
 JY1414;SPC OH S     -   195,609.314   589,927.131   MT  0.99995758   -0 04 28.5
 JY1414;UTM  17      - 4,402,588.082   361,444.291   MT  0.99983635   -1 02 05.1
 JY1414
 JY1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1414!SPC OH S     -   0.99995202  x   0.99995758  =   0.99990960
 JY1414!UTM  17      -   0.99995202  x   0.99983635  =   0.99978837
 JY1414
 JY1414:                Primary Azimuth Mark                     Grid Az
 JY1414:SPC OH S     -  DUMONT AZ MK                             006 31 22.3
 JY1414:UTM  17      -  DUMONT AZ MK                             007 28 58.9
 JY1414
 JY1414|---------------------------------------------------------------------|
 JY1414| PID    Reference Object                     Distance      Geod. Az  |
 JY1414|                                                           dddmmss.s |
 JY1414| CE5984 DUMONT AZ MK                                       0062653.8 |
 JY1414| JY1415 PLEASANTVILLE MUNICIPAL TANK        APPROX. 9.6 KM 0574505.5 |
 JY1414| CE5985 DUMONT RM 1                          20.125 METERS 16629     |
 JY1414| CE5986 DUMONT RM 2                          16.572 METERS 30608     |
 JY1414|---------------------------------------------------------------------|
 JY1414
 JY1414                          SUPERSEDED SURVEY CONTROL
 JY1414
 JY1414  NAD 83(1986)-  39 45 43.03921(N)    082 37 03.20346(W) AD(       ) 1
 JY1414  NAD 27      -  39 45 42.80800(N)    082 37 03.61600(W) AD(       ) 1
 JY1414  NGVD 29 (07/19/86)  340.22   (m)         1116.2    (f) LEVELING    3  
 JY1414
 JY1414.Superseded values are not recommended for survey control.
 JY1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1414.See file dsdata.txt to determine how the superseded data were derived.
 JY1414
 JY1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE6144402588(NAD 83)
 JY1414_MARKER: DS = TRIANGULATION STATION DISK
 JY1414_SETTING: 0 = UNSPECIFIED SETTING
 JY1414
 JY1414  HISTORY     - Date     Condition        Report By
 JY1414  HISTORY     - 1945     MONUMENTED       CGS
 JY1414  HISTORY     - 1963     GOOD             USGS
 JY1414
 JY1414                          STATION DESCRIPTION
 JY1414
 JY1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1414'STATION IS LOCATED ON A HIGH PROMINENT HILL ABOUT 3-1/4 MILES NNW OF
 JY1414'LANCASTER.  THE MARK IS SITUATED ON THE W BANK OF A DEEP CUT
 JY1414'THROUGH THE HILL MADE BY THE HIGHWAY.  IT IS ON THE HIGHEST GROUND,
 JY1414'23 FEET W OF THE FENCELINE AND THE EDGE OF THE CUT, 52.5 FEET SE OF
 JY1414'AN 8-INCH TRIANGULAR-BLAZED WALNUT TREE, 21 FEET SW OF A POWER LINE
 JY1414'POLE, AND 21 FEET W OF A STANDARD WITNESS POST.
 JY1414'
 JY1414'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST.
 JY1414'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 JY1414'STAMPED DUMONT 1945.  UNDERGROUND MARK IS A BRONZE STATION DISK SET
 JY1414'IN CONCRETE.
 JY1414'
 JY1414'REFERENCE MARK 1 IS 66.03 FEET SSE OF THE STATION AT THE EDGE OF THE
 JY1414'CUT.  IT IS 1.5 FEET W OF THE FENCELINE.  IT IS A BRONZE REFERENCE
 JY1414'DISK SET IN TOP OF A CONCRETE POST.  THE MARK PROJECTS 4 INCHES ABOVE
 JY1414'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED DUMONT NO. 1
 JY1414'1945.
 JY1414'
 JY1414'REFERENCE MARK 2 IS 54.37 FEET NW OF THE STATION AND 3 FEET WSW OF
 JY1414'THE 8-INCH TRIANGULAR-BLAZED WALNUT TREE.  IT IS A BRONZE
 JY1414'REFERENCE DISK SET IN TOP OF A CONCRETE POST FLUSH WITH THE SURFACE
 JY1414'OF THE GROUND.  THE DISK IS STAMPED DUMONT NO. 2 1945.
 JY1414'
 JY1414'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE N OF THE STATION ON THE E
 JY1414'RIGHT-OF-WAY OF STATE HIGHWAY 158.  THE MARK IS SITUATED 32
 JY1414'FEET E OF THE APPROXIMATE CENTER LINE OF STATE HIGHWAY 158, 22.5 FEET
 JY1414'N OF A FARM ENTRANCE DRIVEWAY, 2.5 FEET S OF A STANDARD WITNESS
 JY1414'POST, AND 1 FOOT W OF THE E RIGHT-OF-WAY FENCELINE.  IT IS A BRONZE
 JY1414'AZIMUTH DISK SET IN TOP OF CONCRETE POST.  THE MARK PROJECTS 3
 JY1414'INCHES AND THE DISK IS STAMPED DUMONT 1945.
 JY1414'
 JY1414'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 JY1414'HIGHWAY 158 AT THE NW EDGE OF LANCASTER, GO N ON STATE HIGHWAY
 JY1414'158 FOR 2.4 MILES TO A DEEP CUT THROUGH THE HILL AND THE STATION ON
 JY1414'THE LEFT AS DESCRIBED.
 JY1414'
 JY1414'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE N ON STATE
 JY1414'HIGHWAY 158 FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 JY1414'
 JY1414'NOTE- A TRUCK CAN BE DRIVEN TO THE STATION IN DRY WEATHER, BY
 JY1414'ENTERING A FARM DRIVE AT THE N EDGE OF THE CUT.
 JY1414'
 JY1414'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JY1414
 JY1414                          STATION RECOVERY (1963)
 JY1414
 JY1414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JY1414'A NEW AZIMUTH MARK WAS ESTABLISHED ON THE SAME AZIMUTH AS THE
 JY1414'ORIGINAL MARK.  IT IS STAMPED DUMONT 1945 RESET 1963.  IT IS 31 FEET
 JY1414'EAST OF THE CENTERLINE OF STATE HIGHWAY 158, 13 FEET NORTH OF
 JY1414'DRIVEWAY TO LARGE TWO STORY HOUSE, 2.9 FEET NORTH OF THE
 JY1414'SOUTHWEST CORNER OF MR. C. TURNERS PROPERTY AND 2.3 FEET NORTH OF
 JY1414'TELEPHONE POLE 43 ON STATE HIGHWAY PROPERTY.
 JY1414'
 JY1414'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-3/4 MILES NNW OF
 JY1414'LANCASTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0203 ***********************************************************************
 JY0203  DESIGNATION -  DUNDAS
 JY0203  PID         -  JY0203
 JY0203  STATE/COUNTY-  OH/VINTON
 JY0203  USGS QUAD   -  MC ARTHUR (1995)
 JY0203
 JY0203                         *CURRENT SURVEY CONTROL
 JY0203  ___________________________________________________________________
 JY0203* NAD 83(1986)-  39 11 37.     (N)    082 26 03.     (W)     SCALED    
 JY0203* NAVD 88     -       236.119  (meters)     774.67   (feet)  ADJUSTED  
 JY0203  ___________________________________________________________________
 JY0203  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JY0203  DYNAMIC HT  -         235.972 (meters)     774.18  (feet)  COMP
 JY0203  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 JY0203
 JY0203  VERT ORDER  -  FIRST     CLASS II
 JY0203
 JY0203.The horizontal coordinates were scaled from a topographic map and have
 JY0203.an estimated accuracy of +/- 6 seconds.
 JY0203
 JY0203.The orthometric height was determined by differential leveling
 JY0203.and adjusted by the National Geodetic Survey in June 1991..
 JY0203
 JY0203.The geoid height was determined by GEOID03.
 JY0203
 JY0203.The dynamic height is computed by dividing the NAVD 88
 JY0203.geopotential number by the normal gravity value computed on the
 JY0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0203.degrees latitude (g = 980.6199 gals.).
 JY0203
 JY0203.The modeled gravity was interpolated from observed gravity values.
 JY0203
 JY0203;                    North         East    Units  Estimated Accuracy
 JY0203;SPC OH S     -   132,510.      605,690.      MT  (+/- 180 meters Scaled)
 JY0203
 JY0203                          SUPERSEDED SURVEY CONTROL
 JY0203
 JY0203  NGVD 29 (??/??/92)  236.288  (m)          775.22   (f) ADJ UNCH    1 2
 JY0203
 JY0203.Superseded values are not recommended for survey control.
 JY0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0203.See file dsdata.txt to determine how the superseded data were derived.
 JY0203
 JY0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD761392(NAD 83)
 JY0203_MARKER: DD = SURVEY DISK
 JY0203_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JY0203_SP_SET: UNSPECIFIED ROCK
 JY0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0203
 JY0203  HISTORY     - Date     Condition        Report By
 JY0203  HISTORY     - UNK      MONUMENTED       USGS
 JY0203  HISTORY     - 1958     GOOD             NGS
 JY0203
 JY0203                          STATION DESCRIPTION
 JY0203
 JY0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0203'2.8 MI SE FROM DUNDAS.
 JY0203'ABOUT 2.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 JY0203'FROM THE STATION AT DUNDAS, IN SECTION 12, R 17W, T 10N, ABOUT
 JY0203'341 YARDS WEST-SOUTHWEST OF MILE POST 81, 8 FEET SOUTH OF SOUTH
 JY0203'RAIL, SET VERTICALLY IN THE NORTH FACE OF A 1/2-FOOT HIGH LAYER
 JY0203'OF DETERIORATING ROCK, 28 1/2 FEET WEST OF BENCH MARK S 70,
 JY0203'ABOUT 60 YARDS EAST OF THE EAST END OF A CURVE WITH TANGENTS
 JY0203'TO THE EAST AND SOUTHWEST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JY0203'TRACK.  NOTE-- ONLY ABOUT 1/2 OF THE USGS DISK REMAINS, THE
 JY0203'CROSS IN THE CENTER IS MISSING, THERE IS A CROSS ON THE REMAINING
 JY0203'PART OF THE DISK, THE TAPE WAS HELD ON THIS CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2628 ***********************************************************************
 AE2628  DESIGNATION -  DURBIN
 AE2628  PID         -  AE2628
 AE2628  STATE/COUNTY-  OH/MERCER
 AE2628  USGS QUAD   -  ERASTUS (1980)
 AE2628
 AE2628                         *CURRENT SURVEY CONTROL
 AE2628  ___________________________________________________________________
 AE2628* NAD 83(1995)-  40 32 42.23535(N)    084 41 20.38281(W)     ADJUSTED  
 AE2628* NAVD 88     -       262.9    (meters)     863.     (feet)  GPS OBS   
 AE2628  ___________________________________________________________________
 AE2628  X           -     449,272.739 (meters)                     COMP
 AE2628  Y           -  -4,832,920.476 (meters)                     COMP
 AE2628  Z           -   4,124,313.060 (meters)                     COMP
 AE2628  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AE2628  ELLIP HEIGHT-         229.48  (meters)          (10/07/05) GPS OBS
 AE2628  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AE2628
 AE2628  HORZ ORDER  -  FIRST
 AE2628  ELLP ORDER  -  FOURTH    CLASS I
 AE2628
 AE2628.The horizontal coordinates were established by GPS observations
 AE2628.and adjusted by the National Geodetic Survey in September 1997..
 AE2628
 AE2628.The orthometric height was determined by GPS observations and a
 AE2628.high-resolution geoid model.
 AE2628
 AE2628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2628
 AE2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2628
 AE2628.The ellipsoidal height was determined by GPS observations
 AE2628.and is referenced to NAD 83.
 AE2628
 AE2628.The geoid height was determined by GEOID03.
 AE2628
 AE2628;                    North         East     Units Scale Factor Converg.
 AE2628;SPC OH N     -    99,869.997   414,591.084   MT  0.99998047   -1 26 17.0
 AE2628;UTM  16      - 4,490,823.289   695,697.577   MT  1.00007143   +1 30 09.8
 AE2628
 AE2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2628!SPC OH N     -   0.99996400  x   0.99998047  =   0.99994447
 AE2628!UTM  16      -   0.99996400  x   1.00007143  =   1.00003543
 AE2628
 AE2628                          SUPERSEDED SURVEY CONTROL
 AE2628
 AE2628  ELLIP H (09/04/97)  229.50   (m)                       GP(       ) 4 1
 AE2628
 AE2628.Superseded values are not recommended for survey control.
 AE2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2628.See file dsdata.txt to determine how the superseded data were derived.
 AE2628
 AE2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK9569890823(NAD 83)
 AE2628_MARKER: I = METAL ROD
 AE2628_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2628_STAMPING: DURBIN
 AE2628_MARK LOGO: OHDT  
 AE2628_PROJECTION: RECESSED 8 CENTIMETERS
 AE2628_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2628+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2628_ROD/PIPE-DEPTH:  4.9 meters
 AE2628_SLEEVE-DEPTH  :  1.1 meters
 AE2628
 AE2628  HISTORY     - Date     Condition        Report By
 AE2628  HISTORY     - 1995     MONUMENTED       OHDT
 AE2628
 AE2628                          STATION DESCRIPTION
 AE2628
 AE2628'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (KM)
 AE2628'IN THE SOUTHEAST QUARTER OF SECTION 1, TOWN 6 SOUTH, RANGE 1 EAST,
 AE2628'WASHINGTON TOWNSHIP, MERCER COUNTY, OHIO.  TO REACH FROM THE MERCER
 AE2628'COUNTY COURT HOUSE IN CELINA, TRAVEL SOUTH ON US 127 0.4 MILES (0.6
 AE2628'KM) TO THE INTERSECTION OF STATE ROUTE 29, PROCEED WEST ON STATE ROUTE
 AE2628'29 6.25 MILES (10.06 KM) TO ITS INTERSECTION WITH TOWNSHIP LINE ROAD.
 AE2628'THE MARK IS IN THE SOUTHWEST QUARDRANT OF THE INTERSECTION OF STATE
 AE2628'ROUTE 29 AND TOWNSHIP LINE ROAD, 122.5 FEET (37.3 M) SOUTH OF THE
 AE2628'SOUTH EDGE PAVEMENT OF STATE ROUTE 29, 27 FEET (8.2 M) WEST OF THE
 AE2628'WEST EDGE OF PAVEMENT OF TOWNSHIP LINE ROAD, 81.5 FEET (24.8 M) SOUTH
 AE2628'OF PIPE LINE MARKER.  THE MARK IS A STEEL ROD IN AN ALUMINUM MONUMENT
 AE2628'BOX STAMPED DUBBIN ADJACENT TO A METAL POSE PLACED BY THE MERCER
 AE2628'COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1976 ***********************************************************************
 KZ1976  DESIGNATION -  DUSKY
 KZ1976  PID         -  KZ1976
 KZ1976  STATE/COUNTY-  OH/CRAWFORD
 KZ1976  USGS QUAD   -  NORTH ROBINSON (1960)
 KZ1976
 KZ1976                         *CURRENT SURVEY CONTROL
 KZ1976  ___________________________________________________________________
 KZ1976* NAD 83(1995)-  40 48 31.74025(N)    082 49 31.79768(W)     ADJUSTED  
 KZ1976* NAVD 88     -       327.     (meters)    1073.     (feet)  SCALED    
 KZ1976  ___________________________________________________________________
 KZ1976  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 KZ1976  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KZ1976
 KZ1976  HORZ ORDER  -  SECOND
 KZ1976
 KZ1976.The horizontal coordinates were established by classical geodetic methods
 KZ1976.and adjusted by the National Geodetic Survey in April 1998..
 KZ1976
 KZ1976.The orthometric height was scaled from a topographic map.
 KZ1976
 KZ1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1976
 KZ1976.The geoid height was determined by GEOID03.
 KZ1976
 KZ1976;                    North         East     Units Scale Factor Converg.
 KZ1976;SPC OH N     -   126,882.238   572,536.529   MT  0.99994930   -0 12 49.8
 KZ1976;UTM  17      - 4,519,137.600   346,026.096   MT  0.99989181   -1 11 35.8
 KZ1976
 KZ1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1976!SPC OH N     -   0.99995412  x   0.99994930  =   0.99990342
 KZ1976!UTM  17      -   0.99995412  x   0.99989181  =   0.99984594
 KZ1976
 KZ1976|---------------------------------------------------------------------|
 KZ1976| PID    Reference Object                     Distance      Geod. Az  |
 KZ1976|                                                           dddmmss.s |
 KZ1976| CE5995 DUSKY RM 1                           31.162 METERS 02945     |
 KZ1976| KZ1939 CRESTLINE PITTS PLATE GLASS TK      APPROX.10.6 KM 1015228.3 |
 KZ1976| KZ1982 CRESTLINE PENN RR PWRHSE STK        APPROX. 6.7 KM 1134259.3 |
 KZ1976| CE5996 DUSKY RM 2                           38.881 METERS 11538     |
 KZ1976| KZ1072 WACHS                               APPROX. 8.1 KM 1223204.2 |
 KZ1976| KZ1961 GALION MUNICIPAL TANK               APPROX. 9.0 KM 1535043.7 |
 KZ1976| KZ1979 GALION POWER EQUIP CO WATER TK      APPROX. 6.4 KM 1590456.3 |
 KZ1976|---------------------------------------------------------------------|
 KZ1976
 KZ1976                          SUPERSEDED SURVEY CONTROL
 KZ1976
 KZ1976  NAD 83(1986)-  40 48 31.74533(N)    082 49 31.81135(W) AD(       ) 2
 KZ1976  NAD 27      -  40 48 31.53848(N)    082 49 32.15622(W) AD(       ) 2
 KZ1976
 KZ1976.Superseded values are not recommended for survey control.
 KZ1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1976.See file dsdata.txt to determine how the superseded data were derived.
 KZ1976
 KZ1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4602619138(NAD 83)
 KZ1976_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1976
 KZ1976  HISTORY     - Date     Condition        Report By
 KZ1976  HISTORY     - 1959     MONUMENTED       CGS
 KZ1976
 KZ1976                          STATION DESCRIPTION
 KZ1976
 KZ1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1976'THE STATION IS ABOUT 5.0 MILES WEST OF CRESTLINE, 8.0 MILES EAST OF
 KZ1976'BUCYRUS, ALONG THE NORTH
 KZ1976'SIDE OF U.S. HIGHWAY 30 N AND ON PROPERTY OWNED BY MR. G.F. KALER.
 KZ1976'
 KZ1976'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 61 AND
 KZ1976'U.S. HIGHWAY 30 N IN THE
 KZ1976'CENTER OF CRESTLINE, GO WEST ON HIGHWAY 30 N FOR 3.0 MILES TO A
 KZ1976'CROSSROAD AND THE JUNCTION OF
 KZ1976'STATE HIGHWAY 598.  CONTINUE WEST ON HIGHWAY 30 N FOR 2.0 MILES
 KZ1976'TO A GREY BARN AND HOUSE ON THE RIGHT
 KZ1976'AND THE STATION ON THE WEST SIDE OF THE BARNYARD.
 KZ1976'
 KZ1976'STATION MARKS ARE STANDARD DISKS STAMPED DUSKY 1959.  THE SURFACE
 KZ1976'DISK IS SET IN A SQUARE
 KZ1976'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 55 FEET
 KZ1976'NORTHWEST OF THE SOUTHWEST CORNER OF
 KZ1976'THE BARN, 57.5 FEET NORTHEAST OF THE SOUTHEAST CORNER
 KZ1976'OF THE HOUSE, 91 FEET NORTHEAST OF A
 KZ1976'POWERLINE POLE WITH A TRANSFORMER AND 52 FEET
 KZ1976'NORTHEAST OF A 24-INCH ASH TREE.  THE UNDERGROUND DISK
 KZ1976'IS SET IN AN IRREGULAR MASS OF
 KZ1976'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1976'
 KZ1976'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUSKY NO. 1 1959, IS
 KZ1976'SET IN A SQUARE CONCRETE
 KZ1976'POST WHICH PROJECTS 3 INCHES.  IT IS 1 FOOT SOUTH OF A EAST-WEST
 KZ1976'FENCE, 14 FEET NORTHEAST OF THE
 KZ1976'NORTHEAST CORNER OF THE WEST ONE OF TWO SMALL SHEDS AND 8.5
 KZ1976'FEET NORTHWEST OF THE NORTHWEST CORNER OF
 KZ1976'THE EAST ONE OF TWO SMALL SHEDS.
 KZ1976'
 KZ1976'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUSKY NO. 2 1959, IS
 KZ1976'SET IN A SQUARE CONCRETE
 KZ1976'POST WHICH PROJECTS 1 INCH.  IT IS 37.5 FEET SOUTHEAST OF THE
 KZ1976'SOUTHEAST CORNER OF THE BARN, 89
 KZ1976'FEET NORTHEAST OF AN EAST-WEST FENCE AND 1 FOOT WEST OF
 KZ1976'A RAIL FENCE.
 KZ1976'
 KZ1976'NOTE- AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KZ1976'
 KZ1976'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1348 ***********************************************************************
 MB1348  DESIGNATION -  E
 MB1348  PID         -  MB1348
 MB1348  STATE/COUNTY-  OH/SUMMIT
 MB1348  USGS QUAD   -  AKRON WEST (1994)
 MB1348
 MB1348                         *CURRENT SURVEY CONTROL
 MB1348  ___________________________________________________________________
 MB1348* NAD 83(1986)-  41 05 57.     (N)    081 35 15.     (W)     SCALED    
 MB1348* NAVD 88     -       299.334  (meters)     982.07   (feet)  ADJUSTED  
 MB1348  ___________________________________________________________________
 MB1348  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB1348  DYNAMIC HT  -         299.203 (meters)     981.64  (feet)  COMP
 MB1348  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 MB1348
 MB1348  VERT ORDER  -  FIRST     CLASS II
 MB1348
 MB1348.The horizontal coordinates were scaled from a topographic map and have
 MB1348.an estimated accuracy of +/- 6 seconds.
 MB1348
 MB1348.The orthometric height was determined by differential leveling
 MB1348.and adjusted by the National Geodetic Survey in June 1991..
 MB1348
 MB1348.The geoid height was determined by GEOID03.
 MB1348
 MB1348.The dynamic height is computed by dividing the NAVD 88
 MB1348.geopotential number by the normal gravity value computed on the
 MB1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1348.degrees latitude (g = 980.6199 gals.).
 MB1348
 MB1348.The modeled gravity was interpolated from observed gravity values.
 MB1348
 MB1348;                    North         East    Units  Estimated Accuracy
 MB1348;SPC OH N     -   159,470.      676,650.      MT  (+/- 180 meters Scaled)
 MB1348
 MB1348                          SUPERSEDED SURVEY CONTROL
 MB1348
 MB1348  NGVD 29 (??/??/92)  299.532  (m)          982.71   (f) ADJ UNCH    1 2
 MB1348
 MB1348.Superseded values are not recommended for survey control.
 MB1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1348.See file dsdata.txt to determine how the superseded data were derived.
 MB1348
 MB1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF506499(NAD 83)
 MB1348_MARKER: DD = SURVEY DISK
 MB1348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1348_SP_SET: BRIDGE
 MB1348_STAMPING: E
 MB1348_MARK LOGO: OH-153
 MB1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1348
 MB1348  HISTORY     - Date     Condition        Report By
 MB1348  HISTORY     - UNK      MONUMENTED       OH-153
 MB1348  HISTORY     - 1963     GOOD             CGS
 MB1348
 MB1348                          STATION DESCRIPTION
 MB1348
 MB1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1348'AT AKRON.
 MB1348'AT AKRON, ALONG WHITE POND DRIVE, IN THE WESTERN PART OF THE CITY,
 MB1348'ABOUT 1.1 MILE NORTH OF THE JUNCTION OF WHITE POND DRIVE AND
 MB1348'STATE HIGHWAY 162 (COPLEY ROAD), SET ON THE TOP OF THE EAST END
 MB1348'OF THE NORTH CONCRETE ABUTMENT OF A 20 FOOT LONG BRIDGE OVER
 MB1348'A RUN, 21 FEET EAST OF THE CENTER LINE OF WHITE POND DRIVE
 MB1348'AND 1 FOOT ABOVE THE LEVEL OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0526 ***********************************************************************
 MC0526  DESIGNATION -  E 1
 MC0526  PID         -  MC0526
 MC0526  STATE/COUNTY-  OH/WOOD
 MC0526  USGS QUAD   -  WESTON (1977)
 MC0526
 MC0526                         *CURRENT SURVEY CONTROL
 MC0526  ___________________________________________________________________
 MC0526* NAD 83(1986)-  41 20 39.     (N)    083 47 39.     (W)     SCALED    
 MC0526* NAVD 88     -       207.750  (meters)     681.59   (feet)  ADJUSTED  
 MC0526  ___________________________________________________________________
 MC0526  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC0526  DYNAMIC HT  -         207.660 (meters)     681.30  (feet)  COMP
 MC0526  MODELED GRAV-     980,186.3   (mgal)                       NAVD 88
 MC0526
 MC0526  VERT ORDER  -  FIRST     CLASS I
 MC0526
 MC0526.The horizontal coordinates were scaled from a topographic map and have
 MC0526.an estimated accuracy of +/- 6 seconds.
 MC0526
 MC0526.The orthometric height was determined by differential leveling
 MC0526.and adjusted by the National Geodetic Survey in June 1991..
 MC0526.WARNING-Repeat measurements at this control monument indicate possible
 MC0526.vertical movement.
 MC0526
 MC0526.The geoid height was determined by GEOID03.
 MC0526
 MC0526.The dynamic height is computed by dividing the NAVD 88
 MC0526.geopotential number by the normal gravity value computed on the
 MC0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0526.degrees latitude (g = 980.6199 gals.).
 MC0526
 MC0526.The modeled gravity was interpolated from observed gravity values.
 MC0526
 MC0526;                    North         East    Units  Estimated Accuracy
 MC0526;SPC OH N     -   187,090.      491,690.      MT  (+/- 180 meters Scaled)
 MC0526
 MC0526                          SUPERSEDED SURVEY CONTROL
 MC0526
 MC0526  NGVD 29 (??/??/92)  207.937  (m)          682.21   (f) ADJ UNCH    1 1
 MC0526
 MC0526.Superseded values are not recommended for survey control.
 MC0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0526.See file dsdata.txt to determine how the superseded data were derived.
 MC0526
 MC0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF662807(NAD 83)
 MC0526_MARKER: DB = BENCH MARK DISK
 MC0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0526_SP_SET: STONE FOUNDATION
 MC0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0526
 MC0526  HISTORY     - Date     Condition        Report By
 MC0526  HISTORY     - UNK      MONUMENTED       CGS
 MC0526  HISTORY     - 1968     GOOD             NGS
 MC0526  HISTORY     - 1983     GOOD             LOCSUR
 MC0526
 MC0526                          STATION DESCRIPTION
 MC0526
 MC0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0526'AT WESTON.
 MC0526'AT WESTON, ABOUT 0.1 MILE SOUTHEAST ALONG WALNUT STREET FROM THE
 MC0526'CROSSING OF THE BALTIMORE AND OHIO RAILROAD, AT THE INTERSECTION
 MC0526'OF WALNUT AND MAPLE STREET, ABOUT 60 YARDS NORTHEAST OF BENCH
 MC0526'MARK T 116 DESCRIBED, SET VERTICALLY IN THE NORTH FACE OF THE
 MC0526'STONE FOUNDATION OF THE FIRST METHODIST CHURCH, 18.6 FEET WEST
 MC0526'OF THE NORTHEAST CORNER OF THE CHURCH, 4 FEET WEST OF THE WEST
 MC0526'WALL OF THE BELL TOWER, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND
 MC0526'AND SURROUNDED BY THE LETTERING USC AND GS.  SEC 35, T 5N, R 9E.
 MC0526'NOTE-- TAPE HELD ON THE LINE ON THE END OF A BRASS BOLT LEADED IN
 MC0526'THE STONE FOUNDATION.
 MC0526
 MC0526                          STATION RECOVERY (1983)
 MC0526
 MC0526'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0600 ***********************************************************************
 MB0600  DESIGNATION -  E 109
 MB0600  PID         -  MB0600
 MB0600  STATE/COUNTY-  OH/TRUMBULL
 MB0600  USGS QUAD   -  SHARON WEST (1994)
 MB0600
 MB0600                         *CURRENT SURVEY CONTROL
 MB0600  ___________________________________________________________________
 MB0600* NAD 83(1986)-  41 09 43.     (N)    080 36 27.     (W)     SCALED    
 MB0600* NAVD 88     -       296.625  (meters)     973.18   (feet)  ADJUSTED  
 MB0600  ___________________________________________________________________
 MB0600  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 MB0600  DYNAMIC HT  -         296.490 (meters)     972.73  (feet)  COMP
 MB0600  MODELED GRAV-     980,160.0   (mgal)                       NAVD 88
 MB0600
 MB0600  VERT ORDER  -  SECOND    CLASS 0
 MB0600
 MB0600.The horizontal coordinates were scaled from a topographic map and have
 MB0600.an estimated accuracy of +/- 6 seconds.
 MB0600
 MB0600.The orthometric height was determined by differential leveling
 MB0600.and adjusted by the National Geodetic Survey in June 1991..
 MB0600
 MB0600.The geoid height was determined by GEOID03.
 MB0600
 MB0600.The dynamic height is computed by dividing the NAVD 88
 MB0600.geopotential number by the normal gravity value computed on the
 MB0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0600.degrees latitude (g = 980.6199 gals.).
 MB0600
 MB0600.The modeled gravity was interpolated from observed gravity values.
 MB0600
 MB0600;                    North         East    Units  Estimated Accuracy
 MB0600;SPC OH N     -   167,770.      758,810.      MT  (+/- 180 meters Scaled)
 MB0600
 MB0600                          SUPERSEDED SURVEY CONTROL
 MB0600
 MB0600  NGVD 29 (??/??/92)  296.791  (m)          973.72   (f) ADJ UNCH    2 0
 MB0600
 MB0600.Superseded values are not recommended for survey control.
 MB0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0600.See file dsdata.txt to determine how the superseded data were derived.
 MB0600
 MB0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF329568(NAD 83)
 MB0600_MARKER: DB = BENCH MARK DISK
 MB0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0600_SP_SET: TOWER BASE
 MB0600_STAMPING: E 109 1935
 MB0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0600
 MB0600  HISTORY     - Date     Condition        Report By
 MB0600  HISTORY     - 1935     MONUMENTED       CGS
 MB0600  HISTORY     - 1950     GOOD             NGS
 MB0600  HISTORY     - 1963     GOOD             USGS
 MB0600  HISTORY     - 19910711 MARK NOT FOUND   OHDT
 MB0600
 MB0600                          STATION DESCRIPTION
 MB0600
 MB0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0600'2.1 MI WSW FROM HUBBARD.
 MB0600'ABOUT 2.1 MILES WEST-SOUTHWEST OF THE ERIE RAILROAD STATION AT
 MB0600'HUBBARD, ABOUT 3,230 FEET NORTH OF MILEPOST 72, ABOUT 100 YARDS
 MB0600'WEST-SOUTHWEST OF A NORTH-SOUTH ROAD CROSSING, BETWEEN THE
 MB0600'NEW YORK CENTRAL RAILROAD TRACKS AND THE ERIE RAILROAD TRACKS,
 MB0600'IN THE TOP AND SOUTH-EAST CORNER OF THE CONCRETE BASE OF SIGNAL
 MB0600'TOWER Y 58, 21 FEET NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL
 MB0600'OF THE ERIE RAILROAD TRACKS.  A STANDARD DISK CEMENTED IN A
 MB0600'DRILLED HOLE AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS.
 MB0600
 MB0600                          STATION RECOVERY (1963)
 MB0600
 MB0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MB0600'RECOVERED IN GOOD CONDITION.
 MB0600
 MB0600                          STATION RECOVERY (1991)
 MB0600
 MB0600'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (JF)
 MB0600'------ REPORT BY ODOT ---------1991--------- CONDITION - UNKNOWN ----
 MB0600'NOTE*SOUTHERN SET OF TRACKS HAS BEEN REMOVED.COULD NOT LOCATE SIGNAL
 MB0600'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0129 ***********************************************************************
 JY0129  DESIGNATION -  E 112
 JY0129  PID         -  JY0129
 JY0129  STATE/COUNTY-  OH/ATHENS
 JY0129  USGS QUAD   -  ATHENS (1995)
 JY0129
 JY0129                         *CURRENT SURVEY CONTROL
 JY0129  ___________________________________________________________________
 JY0129* NAD 83(1986)-  39 19 25.     (N)    082 05 48.     (W)     SCALED    
 JY0129* NAVD 88     -       196.454  (meters)     644.53   (feet)  ADJUSTED  
 JY0129  ___________________________________________________________________
 JY0129  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY0129  DYNAMIC HT  -         196.335 (meters)     644.14  (feet)  COMP
 JY0129  MODELED GRAV-     980,016.7   (mgal)                       NAVD 88
 JY0129
 JY0129  VERT ORDER  -  FIRST     CLASS II
 JY0129
 JY0129.The horizontal coordinates were scaled from a topographic map and have
 JY0129.an estimated accuracy of +/- 6 seconds.
 JY0129
 JY0129.The orthometric height was determined by differential leveling
 JY0129.and adjusted by the National Geodetic Survey in June 1991..
 JY0129
 JY0129.The geoid height was determined by GEOID03.
 JY0129
 JY0129.The dynamic height is computed by dividing the NAVD 88
 JY0129.geopotential number by the normal gravity value computed on the
 JY0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0129.degrees latitude (g = 980.6199 gals.).
 JY0129
 JY0129.The modeled gravity was interpolated from observed gravity values.
 JY0129
 JY0129;                    North         East    Units  Estimated Accuracy
 JY0129;SPC OH S     -   147,020.      634,780.      MT  (+/- 180 meters Scaled)
 JY0129
 JY0129                          SUPERSEDED SURVEY CONTROL
 JY0129
 JY0129  NGVD 29 (??/??/92)  196.628  (m)          645.10   (f) ADJ UNCH    1 2
 JY0129
 JY0129.Superseded values are not recommended for survey control.
 JY0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0129.See file dsdata.txt to determine how the superseded data were derived.
 JY0129
 JY0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD054532(NAD 83)
 JY0129_MARKER: DB = BENCH MARK DISK
 JY0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0129_SP_SET: SIGNAL CONCRETE BASE
 JY0129_STAMPING: E 112 1943
 JY0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0129
 JY0129  HISTORY     - Date     Condition        Report By
 JY0129  HISTORY     - 1943     MONUMENTED       CGS
 JY0129
 JY0129                          STATION DESCRIPTION
 JY0129
 JY0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JY0129'AT ATHENS.
 JY0129'AT ATHENS, ATHENS COUNTY, 0.9 MILE SOUTHEAST ALONG THE BALTIMORE
 JY0129'AND OHIO RAILROAD FROM THE STATION, 41.6 FEET NORTHWEST OF THE
 JY0129'CENTER OF RACE STREET CROSSING, 42.4 FEET SOUTHWEST OF THE SOUTHWEST
 JY0129'CORNER OF THE C.C. BEVERAGE GROCERY STORE AT 50 RACE STREET, IN
 JY0129'THE TOP OF THE EAST CORNER OF THE CONCRETE BASE OF A SIGNAL,
 JY0129'10 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TRACK.  A
 JY0129'STANDARD DISK, STAMPED E 112 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0415 ***********************************************************************
 JY0415  DESIGNATION -  E 113
 JY0415  PID         -  JY0415
 JY0415  STATE/COUNTY-  OH/JACKSON
 JY0415  USGS QUAD   -  HAMDEN (1992)
 JY0415
 JY0415                         *CURRENT SURVEY CONTROL
 JY0415  ___________________________________________________________________
 JY0415* NAD 83(1986)-  39 09 25.     (N)    082 33 32.     (W)     SCALED    
 JY0415* NAVD 88     -       227.189  (meters)     745.37   (feet)  ADJUSTED  
 JY0415  ___________________________________________________________________
 JY0415  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JY0415  DYNAMIC HT  -         227.048 (meters)     744.91  (feet)  COMP
 JY0415  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 JY0415
 JY0415  VERT ORDER  -  FIRST     CLASS II
 JY0415
 JY0415.The horizontal coordinates were scaled from a topographic map and have
 JY0415.an estimated accuracy of +/- 6 seconds.
 JY0415
 JY0415.The orthometric height was determined by differential leveling
 JY0415.and adjusted by the National Geodetic Survey in June 1991..
 JY0415
 JY0415.The geoid height was determined by GEOID03.
 JY0415
 JY0415.The dynamic height is computed by dividing the NAVD 88
 JY0415.geopotential number by the normal gravity value computed on the
 JY0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0415.degrees latitude (g = 980.6199 gals.).
 JY0415
 JY0415.The modeled gravity was interpolated from observed gravity values.
 JY0415
 JY0415;                    North         East    Units  Estimated Accuracy
 JY0415;SPC OH S     -   128,440.      594,910.      MT  (+/- 180 meters Scaled)
 JY0415
 JY0415                          SUPERSEDED SURVEY CONTROL
 JY0415
 JY0415  NGVD 29 (??/??/92)  227.360  (m)          745.93   (f) ADJ UNCH    1 2
 JY0415
 JY0415.Superseded values are not recommended for survey control.
 JY0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0415.See file dsdata.txt to determine how the superseded data were derived.
 JY0415
 JY0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD653353(NAD 83)
 JY0415_MARKER: DB = BENCH MARK DISK
 JY0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0415_SP_SET: CULVERT
 JY0415_STAMPING: E 113 1943
 JY0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0415
 JY0415  HISTORY     - Date     Condition        Report By
 JY0415  HISTORY     - 1943     MONUMENTED       CGS
 JY0415  HISTORY     - 1958     GOOD             NGS
 JY0415
 JY0415                          STATION DESCRIPTION
 JY0415
 JY0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0415'2 MI W FROM HAMDEN.
 JY0415'ABOUT 2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY0415'THE STATION AT HAMDEN, NEAR MILEAGE POLE NO. 125+24, ABOUT 7 1/2
 JY0415'RAILS EAST OF CROSSING OF A DRIVE NORTH TO A 2-STORY WHITE FARM
 JY0415'HOUSE, IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A
 JY0415'4-FOOT CONCRETE BOX CULVERT, 16 FEET NORTH OF NORTH RAIL, 1
 JY0415'FOOT EAST OF WEST END OF HEAD WALL AND ABOUT 8 FEET BELOW LEVEL
 JY0415'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1363 ***********************************************************************
 KY1363  DESIGNATION -  E 114
 KY1363  PID         -  KY1363
 KY1363  STATE/COUNTY-  OH/BELMONT
 KY1363  USGS QUAD   -  PIEDMONT (1994)
 KY1363
 KY1363                         *CURRENT SURVEY CONTROL
 KY1363  ___________________________________________________________________
 KY1363* NAD 83(1986)-  40 09 44.     (N)    081 08 15.     (W)     SCALED    
 KY1363* NAVD 88     -       276.794  (meters)     908.12   (feet)  ADJUSTED  
 KY1363  ___________________________________________________________________
 KY1363  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY1363  DYNAMIC HT  -         276.645 (meters)     907.63  (feet)  COMP
 KY1363  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 KY1363
 KY1363  VERT ORDER  -  FIRST     CLASS II
 KY1363
 KY1363.The horizontal coordinates were scaled from a topographic map and have
 KY1363.an estimated accuracy of +/- 6 seconds.
 KY1363
 KY1363.The orthometric height was determined by differential leveling
 KY1363.and adjusted by the National Geodetic Survey in June 1991..
 KY1363
 KY1363.The geoid height was determined by GEOID03.
 KY1363
 KY1363.The dynamic height is computed by dividing the NAVD 88
 KY1363.geopotential number by the normal gravity value computed on the
 KY1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1363.degrees latitude (g = 980.6199 gals.).
 KY1363
 KY1363.The modeled gravity was interpolated from observed gravity values.
 KY1363
 KY1363;                    North         East    Units  Estimated Accuracy
 KY1363;SPC OH S     -   240,920.      716,070.      MT  (+/- 180 meters Scaled)
 KY1363
 KY1363                          SUPERSEDED SURVEY CONTROL
 KY1363
 KY1363  NGVD 29 (??/??/92)  276.979  (m)          908.72   (f) ADJ UNCH    1 2
 KY1363
 KY1363.Superseded values are not recommended for survey control.
 KY1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1363.See file dsdata.txt to determine how the superseded data were derived.
 KY1363
 KY1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME882457(NAD 83)
 KY1363_MARKER: DB = BENCH MARK DISK
 KY1363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1363_SP_SET: CULVERT
 KY1363_STAMPING: E 114 1943
 KY1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1363
 KY1363  HISTORY     - Date     Condition        Report By
 KY1363  HISTORY     - 1943     MONUMENTED       CGS
 KY1363
 KY1363                          STATION DESCRIPTION
 KY1363
 KY1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1363'0.6 MI W FROM HOLLOWAY.
 KY1363'0.6 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1363'YARD OFFICE AT HOLLOWAY, BELMONT COUNTY, 15 FEET WEST OF THE
 KY1363'CENTERLINE OF A NORTH-AND-SOUTH DIRT ROAD, 14 FEET NORTH OF THE
 KY1363'CENTERLINE OF A DIRT ROAD LEADING WEST, AT A CULVERT, AT
 KY1363'THE SOUTH HEADWALL, IN THE TOP OF THE WEST END OF THE WEST
 KY1363'WING WALL, 52 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK,
 KY1363'AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 KY1363'STAMPED E 114 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0740 ***********************************************************************
 KY0740  DESIGNATION -  E 115
 KY0740  PID         -  KY0740
 KY0740  STATE/COUNTY-  OH/BELMONT
 KY0740  USGS QUAD   -  LANSING (1994)
 KY0740
 KY0740                         *CURRENT SURVEY CONTROL
 KY0740  ___________________________________________________________________
 KY0740* NAD 83(1986)-  40 06 57.     (N)    080 51 26.     (W)     SCALED    
 KY0740* NAVD 88     -       247.451  (meters)     811.85   (feet)  ADJUSTED  
 KY0740  ___________________________________________________________________
 KY0740  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0740  DYNAMIC HT  -         247.315 (meters)     811.40  (feet)  COMP
 KY0740  MODELED GRAV-     980,070.5   (mgal)                       NAVD 88
 KY0740
 KY0740  VERT ORDER  -  FIRST     CLASS II
 KY0740
 KY0740.The horizontal coordinates were scaled from a topographic map and have
 KY0740.an estimated accuracy of +/- 6 seconds.
 KY0740
 KY0740.The orthometric height was determined by differential leveling
 KY0740.and adjusted by the National Geodetic Survey in June 1991..
 KY0740
 KY0740.The geoid height was determined by GEOID03.
 KY0740
 KY0740.The dynamic height is computed by dividing the NAVD 88
 KY0740.geopotential number by the normal gravity value computed on the
 KY0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0740.degrees latitude (g = 980.6199 gals.).
 KY0740
 KY0740.The modeled gravity was interpolated from observed gravity values.
 KY0740
 KY0740;                    North         East    Units  Estimated Accuracy
 KY0740;SPC OH S     -   236,170.      740,040.      MT  (+/- 180 meters Scaled)
 KY0740
 KY0740                          SUPERSEDED SURVEY CONTROL
 KY0740
 KY0740  NGVD 29 (??/??/92)  247.623  (m)          812.41   (f) ADJ UNCH    1 2
 KY0740
 KY0740.Superseded values are not recommended for survey control.
 KY0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0740.See file dsdata.txt to determine how the superseded data were derived.
 KY0740
 KY0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE121406(NAD 83)
 KY0740_MARKER: DB = BENCH MARK DISK
 KY0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0740_SP_SET: WALL
 KY0740_STAMPING: E 115 1943
 KY0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0740
 KY0740  HISTORY     - Date     Condition        Report By
 KY0740  HISTORY     - 1943     MONUMENTED       CGS
 KY0740
 KY0740                          STATION DESCRIPTION
 KY0740
 KY0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY0740'2.8 MI SE FROM MAYNARD.
 KY0740'2.8 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0740'THE STATION AT MAYNARD, BELMONT COUNTY, AT BRIDGE 120, AT THE
 KY0740'SOUTH ABUTMENT, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST
 KY0740'CONCRETE WING WALL, 10.5 FEET EAST OF THE CENTERLINE OF THE
 KY0740'TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 KY0740'STAMPED E 115 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0598 ***********************************************************************
 MC0598  DESIGNATION -  E 116
 MC0598  PID         -  MC0598
 MC0598  STATE/COUNTY-  OH/HENRY
 MC0598  USGS QUAD   -  MC CLURE (1971)
 MC0598
 MC0598                         *CURRENT SURVEY CONTROL
 MC0598  ___________________________________________________________________
 MC0598* NAD 83(1986)-  41 18 45.     (N)    083 59 45.     (W)     SCALED    
 MC0598* NAVD 88     -       208.871  (meters)     685.27   (feet)  ADJUSTED  
 MC0598  ___________________________________________________________________
 MC0598  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC0598  DYNAMIC HT  -         208.778 (meters)     684.97  (feet)  COMP
 MC0598  MODELED GRAV-     980,173.4   (mgal)                       NAVD 88
 MC0598
 MC0598  VERT ORDER  -  SECOND    CLASS 0
 MC0598
 MC0598.The horizontal coordinates were scaled from a topographic map and have
 MC0598.an estimated accuracy of +/- 6 seconds.
 MC0598
 MC0598.The orthometric height was determined by differential leveling
 MC0598.and adjusted by the National Geodetic Survey in June 1991..
 MC0598
 MC0598.The geoid height was determined by GEOID03.
 MC0598
 MC0598.The dynamic height is computed by dividing the NAVD 88
 MC0598.geopotential number by the normal gravity value computed on the
 MC0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0598.degrees latitude (g = 980.6199 gals.).
 MC0598
 MC0598.The modeled gravity was interpolated from observed gravity values.
 MC0598
 MC0598;                    North         East    Units  Estimated Accuracy
 MC0598;SPC OH N     -   183,840.      474,760.      MT  (+/- 180 meters Scaled)
 MC0598
 MC0598                          SUPERSEDED SURVEY CONTROL
 MC0598
 MC0598  NGVD 29 (??/??/92)  209.055  (m)          685.87   (f) ADJ UNCH    2 0
 MC0598
 MC0598.Superseded values are not recommended for survey control.
 MC0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0598.See file dsdata.txt to determine how the superseded data were derived.
 MC0598
 MC0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF492777(NAD 83)
 MC0598_MARKER: DB = BENCH MARK DISK
 MC0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0598_STAMPING: E 116 1947
 MC0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0598+STABILITY: SURFACE MOTION
 MC0598
 MC0598  HISTORY     - Date     Condition        Report By
 MC0598  HISTORY     - 1947     MONUMENTED       CGS
 MC0598  HISTORY     - 1963     GOOD             NGS
 MC0598
 MC0598                          STATION DESCRIPTION
 MC0598
 MC0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MC0598'2 MI S FROM GRELTON.
 MC0598'2.0 MILES SOUTH OF GRELTON, HENRY COUNTY, AT THE SOUTHWEST CORNER
 MC0598'OF SECTION 7, T 4 N, R 8 E, AT THE GUY FARLSON FARM, IN 1947,
 MC0598'ON THE SOUTHWEST CORNER OF THE LAWN, 50.2 FEET SOUTHWEST OF THE
 MC0598'SOUTHWEST CORNER OF THE HOUSE, 1.8 FEET NORTH OF THE FENCE LINE,
 MC0598'51 FEET WEST FROM THE CENTERLINE OF THE CONCRETE WALK THAT LEADS
 MC0598'TO THE FRONT DOOR, 26 FEET NORTH OF THE CENTERLINE OF THE
 MC0598'COUNTY ROAD, AND 0.2 MILE EAST OF THE INTERSECTION OF THE COUNTY
 MC0598'ROADS, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0636 ***********************************************************************
 MC0636  DESIGNATION -  E 117
 MC0636  PID         -  MC0636
 MC0636  STATE/COUNTY-  OH/HENRY
 MC0636  USGS QUAD   -  MC CLURE (1971)
 MC0636
 MC0636                         *CURRENT SURVEY CONTROL
 MC0636  ___________________________________________________________________
 MC0636* NAD 83(1986)-  41 17 01.     (N)    083 59 55.     (W)     SCALED    
 MC0636* NAVD 88     -       211.511  (meters)     693.93   (feet)  ADJUSTED  
 MC0636  ___________________________________________________________________
 MC0636  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC0636  DYNAMIC HT  -         211.416 (meters)     693.62  (feet)  COMP
 MC0636  MODELED GRAV-     980,169.1   (mgal)                       NAVD 88
 MC0636
 MC0636  VERT ORDER  -  SECOND    CLASS 0
 MC0636
 MC0636.The horizontal coordinates were scaled from a topographic map and have
 MC0636.an estimated accuracy of +/- 6 seconds.
 MC0636
 MC0636.The orthometric height was determined by differential leveling
 MC0636.and adjusted by the National Geodetic Survey in June 1991..
 MC0636.WARNING-Repeat measurements at this control monument indicate possible
 MC0636.vertical movement.
 MC0636
 MC0636.The geoid height was determined by GEOID03.
 MC0636
 MC0636.The dynamic height is computed by dividing the NAVD 88
 MC0636.geopotential number by the normal gravity value computed on the
 MC0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0636.degrees latitude (g = 980.6199 gals.).
 MC0636
 MC0636.The modeled gravity was interpolated from observed gravity values.
 MC0636
 MC0636;                    North         East    Units  Estimated Accuracy
 MC0636;SPC OH N     -   180,640.      474,470.      MT  (+/- 180 meters Scaled)
 MC0636
 MC0636                          SUPERSEDED SURVEY CONTROL
 MC0636
 MC0636  NGVD 29 (??/??/92)  211.714  (m)          694.60   (f) ADJ UNCH    2 0
 MC0636
 MC0636.Superseded values are not recommended for survey control.
 MC0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0636.See file dsdata.txt to determine how the superseded data were derived.
 MC0636
 MC0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF488745(NAD 83)
 MC0636_MARKER: DB = BENCH MARK DISK
 MC0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0636_STAMPING: E 117 1947
 MC0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0636+STABILITY: SURFACE MOTION
 MC0636
 MC0636  HISTORY     - Date     Condition        Report By
 MC0636  HISTORY     - 1947     MONUMENTED       CGS
 MC0636  HISTORY     - 1963     GOOD             NGS
 MC0636  HISTORY     - 1984     GOOD             USPSQD
 MC0636
 MC0636                          STATION DESCRIPTION
 MC0636
 MC0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MC0636'4 MI S FROM WESTHOPE.
 MC0636'1.0 MILE SOUTH AND 3.0 MILES WEST OF WESTHOPE, HENRY COUNTY, AT
 MC0636'THE SOUTHWEST CORNER OF SECTION 19, T 4 N, R 8 E, ON THE RICHENBER
 MC0636'FARM, IN 1947, AT THE SOUTHWEST CORNER OF THE LAWN, 54.3 FEET
 MC0636'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 35 FEET NORTH OF
 MC0636'THE CENTERLINE OF OHIO STATE HIGHWAY 281, 41 FEET NORTHEAST OF THE
 MC0636'INTERSECTION OF THE CENTERLINE OF THE HIGHWAY AND THE NORTH-SOUTH
 MC0636'COUNTY ROAD, 25 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 MC0636'COUNTY ROAD, AND 5.3 FEET NORTH OF THE NORTH SIDE OF A CONCRETE
 MC0636'CATCH BASIN, AND SET IN THE TOP OF A CONCRETE POST.
 MC0636
 MC0636                          STATION RECOVERY (1984)
 MC0636
 MC0636'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0479 ***********************************************************************
 JY0479  DESIGNATION -  E 119
 JY0479  PID         -  JY0479
 JY0479  STATE/COUNTY-  OH/ROSS
 JY0479  USGS QUAD   -  WAVERLY NORTH (1992)
 JY0479
 JY0479                         *CURRENT SURVEY CONTROL
 JY0479  ___________________________________________________________________
 JY0479* NAD 83(1986)-  39 14 56.     (N)    082 54 16.     (W)     SCALED    
 JY0479* NAVD 88     -       186.786  (meters)     612.81   (feet)  ADJUSTED  
 JY0479  ___________________________________________________________________
 JY0479  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JY0479  DYNAMIC HT  -         186.672 (meters)     612.44  (feet)  COMP
 JY0479  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 JY0479
 JY0479  VERT ORDER  -  FIRST     CLASS I
 JY0479
 JY0479.The horizontal coordinates were scaled from a topographic map and have
 JY0479.an estimated accuracy of +/- 6 seconds.
 JY0479
 JY0479.The orthometric height was determined by differential leveling
 JY0479.and adjusted by the National Geodetic Survey in June 1991..
 JY0479
 JY0479.The geoid height was determined by GEOID03.
 JY0479
 JY0479.The dynamic height is computed by dividing the NAVD 88
 JY0479.geopotential number by the normal gravity value computed on the
 JY0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0479.degrees latitude (g = 980.6199 gals.).
 JY0479
 JY0479.The modeled gravity was interpolated from observed gravity values.
 JY0479
 JY0479;                    North         East    Units  Estimated Accuracy
 JY0479;SPC OH S     -   138,720.      565,090.      MT  (+/- 180 meters Scaled)
 JY0479
 JY0479                          SUPERSEDED SURVEY CONTROL
 JY0479
 JY0479  NGVD 29 (??/??/92)  186.948  (m)          613.35   (f) ADJ UNCH    1 1
 JY0479
 JY0479.Superseded values are not recommended for survey control.
 JY0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0479.See file dsdata.txt to determine how the superseded data were derived.
 JY0479
 JY0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD356461(NAD 83)
 JY0479_MARKER: DB = BENCH MARK DISK
 JY0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0479_SP_SET: DROP INLET
 JY0479_STAMPING: E 119 1943
 JY0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0479
 JY0479  HISTORY     - Date     Condition        Report By
 JY0479  HISTORY     - 1943     MONUMENTED       CGS
 JY0479  HISTORY     - 1967     GOOD             NGS
 JY0479  HISTORY     - 20050416 GOOD             GEOCAC
 JY0479
 JY0479                          STATION DESCRIPTION
 JY0479
 JY0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0479'7.1 MI SE FROM CHILLICOTHE.
 JY0479'ABOUT 7.1 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0479'FROM THE BALTIMORE AND OHIO RAILROAD STATION AND CHILLICOTHE,
 JY0479'0.15 MILE SOUTHEAST OF MILEPOST N 649, BETWEEN THE 2ND AND 3RD
 JY0479'TELEPHONE POLE NORTHWEST OF A PRIVATE ROAD CROSSING, SET ON THE
 JY0479'TOP OF THE SOUTH CORNER OF A 3-BY-2-FOOT AND 6 FEET DEEP CONCRETE
 JY0479'DROP INLET FOR A CULVERT, 187 FEET WEST OF THE CENTER LINE OF
 JY0479'A PRIVATE ROAD CROSSING, 33.2 FEET SOUTHWEST OF THE SOUTHWEST
 JY0479'RAIL, 2 FEET ABOVE THE LEVEL OF THE GROUND AND 3 FEET BELOW
 JY0479'THE LEVEL OF THE TRACK.
 JY0479
 JY0479                          STATION RECOVERY (2005)
 JY0479
 JY0479'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0479'WAAS CORRECTED HANDHELD NAD83 GPS COORDINATES 39 14 56.5 (N)  82 54
 JY0479'15.7 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0964 ***********************************************************************
 JY0964  DESIGNATION -  E 120
 JY0964  PID         -  JY0964
 JY0964  STATE/COUNTY-  OH/PIKE
 JY0964  USGS QUAD   -  PIKETON (1979)
 JY0964
 JY0964                         *CURRENT SURVEY CONTROL
 JY0964  ___________________________________________________________________
 JY0964* NAD 83(1986)-  39 01 43.     (N)    083 01 35.     (W)     SCALED    
 JY0964* NAVD 88     -       175.196  (meters)     574.79   (feet)  ADJUSTED  
 JY0964  ___________________________________________________________________
 JY0964  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JY0964  DYNAMIC HT  -         175.089 (meters)     574.44  (feet)  COMP
 JY0964  MODELED GRAV-     980,012.4   (mgal)                       NAVD 88
 JY0964
 JY0964  VERT ORDER  -  FIRST     CLASS I
 JY0964
 JY0964.The horizontal coordinates were scaled from a topographic map and have
 JY0964.an estimated accuracy of +/- 6 seconds.
 JY0964
 JY0964.The orthometric height was determined by differential leveling
 JY0964.and adjusted by the National Geodetic Survey in June 1991..
 JY0964
 JY0964.The geoid height was determined by GEOID03.
 JY0964
 JY0964.The dynamic height is computed by dividing the NAVD 88
 JY0964.geopotential number by the normal gravity value computed on the
 JY0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0964.degrees latitude (g = 980.6199 gals.).
 JY0964
 JY0964.The modeled gravity was interpolated from observed gravity values.
 JY0964
 JY0964;                    North         East    Units  Estimated Accuracy
 JY0964;SPC OH S     -   114,320.      554,420.      MT  (+/- 180 meters Scaled)
 JY0964
 JY0964                          SUPERSEDED SURVEY CONTROL
 JY0964
 JY0964  NGVD 29 (??/??/92)  175.356  (m)          575.31   (f) ADJ UNCH    1 1
 JY0964
 JY0964.Superseded values are not recommended for survey control.
 JY0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0964.See file dsdata.txt to determine how the superseded data were derived.
 JY0964
 JY0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD245219(NAD 83)
 JY0964_MARKER: DB = BENCH MARK DISK
 JY0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0964_SP_SET: CULVERT
 JY0964_STAMPING: E 120 1945
 JY0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0964
 JY0964  HISTORY     - Date     Condition        Report By
 JY0964  HISTORY     - 1943     MONUMENTED       CGS
 JY0964  HISTORY     - 1967     GOOD             NGS
 JY0964
 JY0964                          STATION DESCRIPTION
 JY0964
 JY0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0964'2.6 MI SW FROM PIKETON.
 JY0964'ABOUT 2.6 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0964'FROM THE STATION AT PIKETON, 0.3 MILE NORTH OF MILEPOST N 628,
 JY0964'0.25 MILE SOUTH OF THE RAILWAY BRIDGE OVER LITTLE BEAVER CREEK,
 JY0964'SET ON THE TOP AND 0.7 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 JY0964'4-FOOT EXPOSED PART OF A CONCRETE WING WALL FOR A CULVERT WHICH
 JY0964'HAS BEEN FILLED IN, 18 FEET EAST OF THE EAST RAIL AND 1 FOOT BELOW
 JY0964'THE LEVEL OF THE TRACK.  NOTE-- THE HEAD WALLS AND THE WING
 JY0964'WALLS OF THE CULVERT HAVE ALL BEEN FILLED IN AND ONLY 4-FOOT OF THE
 JY0964'WING WALL WHICH THE MARK IS SET IN IS AT PRESENT VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1696 ***********************************************************************
 KY1696  DESIGNATION -  E 121
 KY1696  PID         -  KY1696
 KY1696  STATE/COUNTY-  OH/TUSCARAWAS
 KY1696  USGS QUAD   -  STRASBURG (1994)
 KY1696
 KY1696                         *CURRENT SURVEY CONTROL
 KY1696  ___________________________________________________________________
 KY1696* NAD 83(1986)-  40 34 19.     (N)    081 30 25.     (W)     SCALED    
 KY1696* NAVD 88     -       274.594  (meters)     900.90   (feet)  ADJUSTED  
 KY1696  ___________________________________________________________________
 KY1696  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KY1696  DYNAMIC HT  -         274.462 (meters)     900.46  (feet)  COMP
 KY1696  MODELED GRAV-     980,139.1   (mgal)                       NAVD 88
 KY1696
 KY1696  VERT ORDER  -  FIRST     CLASS II
 KY1696
 KY1696.The horizontal coordinates were scaled from a topographic map and have
 KY1696.an estimated accuracy of +/- 6 seconds.
 KY1696
 KY1696.The orthometric height was determined by differential leveling
 KY1696.and adjusted by the National Geodetic Survey in June 1991..
 KY1696
 KY1696.The geoid height was determined by GEOID03.
 KY1696
 KY1696.The dynamic height is computed by dividing the NAVD 88
 KY1696.geopotential number by the normal gravity value computed on the
 KY1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1696.degrees latitude (g = 980.6199 gals.).
 KY1696
 KY1696.The modeled gravity was interpolated from observed gravity values.
 KY1696
 KY1696;                    North         East    Units  Estimated Accuracy
 KY1696;SPC OH N     -   101,010.      684,090.      MT  (+/- 180 meters Scaled)
 KY1696
 KY1696                          SUPERSEDED SURVEY CONTROL
 KY1696
 KY1696  NGVD 29 (??/??/92)  274.803  (m)          901.58   (f) ADJ UNCH    1 2
 KY1696
 KY1696.Superseded values are not recommended for survey control.
 KY1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1696.See file dsdata.txt to determine how the superseded data were derived.
 KY1696
 KY1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME570913(NAD 83)
 KY1696_MARKER: DB = BENCH MARK DISK
 KY1696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1696_SP_SET: CATTLE PASS HEADWALL
 KY1696_STAMPING: E 121 1943
 KY1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1696
 KY1696  HISTORY     - Date     Condition        Report By
 KY1696  HISTORY     - 1943     MONUMENTED       CGS
 KY1696
 KY1696                          STATION DESCRIPTION
 KY1696
 KY1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1696'2 MI SE FROM STRASBURG.
 KY1696'2.0 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1696'STATION AT STRASBURG, TUSCARAWAS COUNTY, 7 POLES SOUTHEAST OF A
 KY1696'GRAVEL ROAD CROSSING, AT A STONE CATTLE PASS, IN THE TOP OF THE
 KY1696'SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL, 1.2 FEET WEST
 KY1696'OF THE EAST CORNER, 13 FEET NORTHEAST OF THE CENTERLINE OF THE
 KY1696'TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KY1696'E 121 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0434 ***********************************************************************
 MD0434  DESIGNATION -  E 123
 MD0434  PID         -  MD0434
 MD0434  STATE/COUNTY-  OH/DEFIANCE
 MD0434  USGS QUAD   -  EDGERTON (1977)
 MD0434
 MD0434                         *CURRENT SURVEY CONTROL
 MD0434  ___________________________________________________________________
 MD0434* NAD 83(1986)-  41 22 57.     (N)    084 43 59.     (W)     SCALED    
 MD0434* NAVD 88     -       260.244  (meters)     853.82   (feet)  ADJUSTED  
 MD0434  ___________________________________________________________________
 MD0434  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MD0434  DYNAMIC HT  -         260.142 (meters)     853.48  (feet)  COMP
 MD0434  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 MD0434
 MD0434  VERT ORDER  -  SECOND    CLASS 0
 MD0434
 MD0434.The horizontal coordinates were scaled from a topographic map and have
 MD0434.an estimated accuracy of +/- 6 seconds.
 MD0434
 MD0434.The orthometric height was determined by differential leveling
 MD0434.and adjusted by the National Geodetic Survey in June 1991..
 MD0434
 MD0434.The geoid height was determined by GEOID03.
 MD0434
 MD0434.The dynamic height is computed by dividing the NAVD 88
 MD0434.geopotential number by the normal gravity value computed on the
 MD0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0434.degrees latitude (g = 980.6199 gals.).
 MD0434
 MD0434.The modeled gravity was interpolated from observed gravity values.
 MD0434
 MD0434;                    North         East    Units  Estimated Accuracy
 MD0434;SPC OH N     -   192,930.      413,240.      MT  (+/- 180 meters Scaled)
 MD0434
 MD0434                          SUPERSEDED SURVEY CONTROL
 MD0434
 MD0434  NGVD 29 (??/??/92)  260.388  (m)          854.29   (f) ADJ UNCH    2 0
 MD0434
 MD0434.Superseded values are not recommended for survey control.
 MD0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0434.See file dsdata.txt to determine how the superseded data were derived.
 MD0434
 MD0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL895836(NAD 83)
 MD0434_MARKER: DB = BENCH MARK DISK
 MD0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0434_SP_SET: BRIDGE
 MD0434_STAMPING: E 123 1946
 MD0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0434
 MD0434  HISTORY     - Date     Condition        Report By
 MD0434  HISTORY     - 1946     MONUMENTED       CGS
 MD0434
 MD0434                          STATION DESCRIPTION
 MD0434
 MD0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0434'5.3 MI W FROM FARMER.
 MD0434'ABOUT 5.3 MILES WEST ALONG STATE HIGHWAY 249 FROM ITS JUNCTION
 MD0434'WITH STATE HIGHWAY 2N AT FARMER, ABOUT 0.8 MILE EAST OF THE
 MD0434'INTERSECTION OF STATE HIGHWAY 49, ABOUT 0.15 MILE WEST OF A
 MD0434'NORTH-SOUTH GRAVEL CROSS ROAD, SET IN THE TOP AND 11.3 FEET
 MD0434'WEST OF THE EAST END OF THE 36 FOOT SOUTH CONCRETE BANISTER
 MD0434'FOUNDATION OF A 15 FOOT CONCRETE BRIDGE, 14 FEET SOUTH OF THE
 MD0434'CENTER LINE OF THE HIGHWAY, 0.3 FOOT NORTH OF THE CONCRETE
 MD0434'BANISTER, DIRECTLY ABOVE THE EAST CONCRETE ABUTMENT, AND ABOUT
 MD0434'0.4 FOOT ABOVE THE BRIDGE FLOOR.  NOTE-- MARK MAY BE REACHED
 MD0434'BY GOING ABOUT 4.5 MILES SOUTH ALONG STATE HIGHWAY 49 FROM ITS
 MD0434'INTERSECTION WITH U.S. HIGHWAY 6 AT EDGERTON, THENCE ABOUT 0.8
 MD0434'MILE EAST ALONG STATE HIGHWAY 249.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0468 ***********************************************************************
 MD0468  DESIGNATION -  E 124 RESET
 MD0468  PID         -  MD0468
 MD0468  STATE/COUNTY-  OH/PAULDING
 MD0468  USGS QUAD   -  ANTWERP (1973)
 MD0468
 MD0468                         *CURRENT SURVEY CONTROL
 MD0468  ___________________________________________________________________
 MD0468* NAD 83(1986)-  41 13 08.     (N)    084 40 09.     (W)     SCALED    
 MD0468* NAVD 88     -       220.72   (+/-2cm)     724.1    (feet)  VERTCON   
 MD0468  ___________________________________________________________________
 MD0468  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MD0468
 MD0468  VERT ORDER  -  THIRD (See Below)
 MD0468
 MD0468.The horizontal coordinates were scaled from a topographic map and have
 MD0468.an estimated accuracy of +/- 6 seconds.
 MD0468
 MD0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD0468.The vertical order pertains to the NGVD 29 superseded value.
 MD0468
 MD0468.The geoid height was determined by GEOID03.
 MD0468
 MD0468;                    North         East    Units  Estimated Accuracy
 MD0468;SPC OH N     -   174,630.      418,130.      MT  (+/- 180 meters Scaled)
 MD0468
 MD0468                          SUPERSEDED SURVEY CONTROL
 MD0468
 MD0468  NGVD 29 (??/??/??)  220.87   (m)          724.6    (f) RESET       3  
 MD0468
 MD0468.Superseded values are not recommended for survey control.
 MD0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0468.See file dsdata.txt to determine how the superseded data were derived.
 MD0468
 MD0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL953656(NAD 83)
 MD0468_MARKER: DB = BENCH MARK DISK
 MD0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0468_STAMPING: E 124 RESET 1958
 MD0468_MARK LOGO: CGS   
 MD0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0468+STABILITY: SURFACE MOTION
 MD0468
 MD0468  HISTORY     - Date     Condition        Report By
 MD0468  HISTORY     - 1958     MONUMENTED       OHHD
 MD0468  HISTORY     - 1961     GOOD             CGS
 MD0468
 MD0468                          STATION DESCRIPTION
 MD0468
 MD0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0468'5 MI NE FROM ANTWERP.
 MD0468'ABOUT 5.0 MILES NORTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST
 MD0468'OFFICE AT ANTWERP, AT THE Y JUNCTION OF A PAVED ROAD LEADING TO
 MD0468'FORDERS BRIDGE, 42 FEET EAST OF THE CENTERLINE OF THE ROAD
 MD0468'LEADING NORTH, 24 FEET NORTHWEST OF THE CENTERLINE OF THE
 MD0468'HIGHWAY, AND SET IN A CONCRETE MONUMENT ON US-24 AT STATION
 MD0468'449+11, 49.5 FEET RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0684 ***********************************************************************
 LA0684  DESIGNATION -  E 125
 LA0684  PID         -  LA0684
 LA0684  STATE/COUNTY-  OH/VAN WERT
 LA0684  USGS QUAD   -  WREN (1994)
 LA0684
 LA0684                         *CURRENT SURVEY CONTROL
 LA0684  ___________________________________________________________________
 LA0684* NAD 83(1986)-  40 50 40.     (N)    084 46 29.     (W)     SCALED    
 LA0684* NAVD 88     -       253.545  (meters)     831.84   (feet)  ADJUSTED  
 LA0684  ___________________________________________________________________
 LA0684  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 LA0684  DYNAMIC HT  -         253.434 (meters)     831.47  (feet)  COMP
 LA0684  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 LA0684
 LA0684  VERT ORDER  -  SECOND    CLASS 0
 LA0684
 LA0684.The horizontal coordinates were scaled from a topographic map and have
 LA0684.an estimated accuracy of +/- 6 seconds.
 LA0684
 LA0684.The orthometric height was determined by differential leveling
 LA0684.and adjusted by the National Geodetic Survey in June 1991..
 LA0684
 LA0684.The geoid height was determined by GEOID03.
 LA0684
 LA0684.The dynamic height is computed by dividing the NAVD 88
 LA0684.geopotential number by the normal gravity value computed on the
 LA0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0684.degrees latitude (g = 980.6199 gals.).
 LA0684
 LA0684.The modeled gravity was interpolated from observed gravity values.
 LA0684
 LA0684;                    North         East    Units  Estimated Accuracy
 LA0684;SPC OH N     -   133,290.      408,200.      MT  (+/- 180 meters Scaled)
 LA0684
 LA0684                          SUPERSEDED SURVEY CONTROL
 LA0684
 LA0684  NGVD 29 (??/??/92)  253.702  (m)          832.35   (f) ADJ UNCH    2 0
 LA0684
 LA0684.Superseded values are not recommended for survey control.
 LA0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0684.See file dsdata.txt to determine how the superseded data were derived.
 LA0684
 LA0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL875238(NAD 83)
 LA0684_MARKER: DB = BENCH MARK DISK
 LA0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0684_STAMPING: E 125 1947
 LA0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0684+STABILITY: SURFACE MOTION
 LA0684
 LA0684  HISTORY     - Date     Condition        Report By
 LA0684  HISTORY     - 1947     MONUMENTED       CGS
 LA0684  HISTORY     - 1968     GOOD             NGS
 LA0684
 LA0684                          STATION DESCRIPTION
 LA0684
 LA0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0684'1.6 MI W FROM MIDDLEBURY.
 LA0684'ABOUT 1.55 MILES WEST ALONG U.S. HIGHWAY 224 FROM THE CROSSROADS
 LA0684'AT MIDDLEBURY, AT THE JUNCTION OF STATE HIGHWAY 49 LEADING SOUTH
 LA0684'AND EAST (THE EAST TANGENT FOLLOWING HIGHWAY 224), 39 FEET NORTH
 LA0684'OF THE CENTER LINE OF HIGHWAY 224, IN LINE WITH THE SOUTH TANGENT
 LA0684'OF HIGHWAY 49, 2 FEET SOUTHEAST OF A CROSS FENCE CORNER POST, 1
 LA0684'FOOT SOUTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 LA0684'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LA0684'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED FROM
 LA0684'THE POST OFFICE AT WREN BY GOING ABOUT 3.0 MILES NORTH ALONG
 LA0684'STATE HIGHWAY 49.
 LA0684
 LA0684                          STATION RECOVERY (1968)
 LA0684
 LA0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LA0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0588 ***********************************************************************
 LA0588  DESIGNATION -  E 126
 LA0588  PID         -  LA0588
 LA0588  STATE/COUNTY-  OH/VAN WERT
 LA0588  USGS QUAD   -  CONVOY (1980)
 LA0588
 LA0588                         *CURRENT SURVEY CONTROL
 LA0588  ___________________________________________________________________
 LA0588* NAD 83(1986)-  40 56 44.     (N)    084 37 47.     (W)     SCALED    
 LA0588* NAVD 88     -       231.285  (meters)     758.81   (feet)  ADJUSTED  
 LA0588  ___________________________________________________________________
 LA0588  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 LA0588  DYNAMIC HT  -         231.185 (meters)     758.48  (feet)  COMP
 LA0588  MODELED GRAV-     980,184.5   (mgal)                       NAVD 88
 LA0588
 LA0588  VERT ORDER  -  SECOND    CLASS 0
 LA0588
 LA0588.The horizontal coordinates were scaled from a topographic map and have
 LA0588.an estimated accuracy of +/- 6 seconds.
 LA0588
 LA0588.The orthometric height was determined by differential leveling
 LA0588.and adjusted by the National Geodetic Survey in June 1991..
 LA0588
 LA0588.The geoid height was determined by GEOID03.
 LA0588
 LA0588.The dynamic height is computed by dividing the NAVD 88
 LA0588.geopotential number by the normal gravity value computed on the
 LA0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0588.degrees latitude (g = 980.6199 gals.).
 LA0588
 LA0588.The modeled gravity was interpolated from observed gravity values.
 LA0588
 LA0588;                    North         East    Units  Estimated Accuracy
 LA0588;SPC OH N     -   144,210.      420,700.      MT  (+/- 180 meters Scaled)
 LA0588
 LA0588                          SUPERSEDED SURVEY CONTROL
 LA0588
 LA0588  NGVD 29 (??/??/92)  231.444  (m)          759.33   (f) ADJ UNCH    2 0
 LA0588
 LA0588.Superseded values are not recommended for survey control.
 LA0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0588.See file dsdata.txt to determine how the superseded data were derived.
 LA0588
 LA0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL995354(NAD 83)
 LA0588_MARKER: DB = BENCH MARK DISK
 LA0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0588_STAMPING: E 126 1947
 LA0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0588+STABILITY: SURFACE MOTION
 LA0588
 LA0588  HISTORY     - Date     Condition        Report By
 LA0588  HISTORY     - 1947     MONUMENTED       CGS
 LA0588
 LA0588                          STATION DESCRIPTION
 LA0588
 LA0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0588'2.6 MI W FROM CAVETT.
 LA0588'ABOUT 2.6 MILES WEST ALONG A BLACK TOP ROAD FROM THE CINCINNATI
 LA0588'NORTHERN RAILROAD STATION AT CAVETT, AT A BLACK TOP CROSS ROAD
 LA0588'AND THE UNION CENTER CHURCH AND SCHOOL, ACROSS THE CROSS ROAD
 LA0588'FROM THE SCHOOL, 65.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LA0588'THE UNION CENTER EVANGELICAL UNITED BRETHREN CHURCH, 101 FEET
 LA0588'SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 31 FEET EAST OF THE
 LA0588'CENTER LINE OF THE CROSS ROAD, 16 FEET NORTHEAST OF POWER POLE
 LA0588'NO. 645/83, 13 FEET EAST OF A FENCE CORNER, 1.3 FEET NORTH
 LA0588'OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LA0588'ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 LA0588'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0520 ***********************************************************************
 LA0520  DESIGNATION -  E 127
 LA0520  PID         -  LA0520
 LA0520  STATE/COUNTY-  OH/MERCER
 LA0520  USGS QUAD   -  MENDON (1982)
 LA0520
 LA0520                         *CURRENT SURVEY CONTROL
 LA0520  ___________________________________________________________________
 LA0520* NAD 83(1986)-  40 37 33.     (N)    084 36 54.     (W)     SCALED    
 LA0520* NAVD 88     -       254.907  (meters)     836.31   (feet)  ADJUSTED  
 LA0520  ___________________________________________________________________
 LA0520  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LA0520  DYNAMIC HT  -         254.788 (meters)     835.92  (feet)  COMP
 LA0520  MODELED GRAV-     980,150.4   (mgal)                       NAVD 88
 LA0520
 LA0520  VERT ORDER  -  SECOND    CLASS 0
 LA0520
 LA0520.The horizontal coordinates were scaled from a topographic map and have
 LA0520.an estimated accuracy of +/- 6 seconds.
 LA0520
 LA0520.The orthometric height was determined by differential leveling
 LA0520.and adjusted by the National Geodetic Survey in June 1991..
 LA0520
 LA0520.The geoid height was determined by GEOID03.
 LA0520
 LA0520.The dynamic height is computed by dividing the NAVD 88
 LA0520.geopotential number by the normal gravity value computed on the
 LA0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0520.degrees latitude (g = 980.6199 gals.).
 LA0520
 LA0520.The modeled gravity was interpolated from observed gravity values.
 LA0520
 LA0520;                    North         East    Units  Estimated Accuracy
 LA0520;SPC OH N     -   108,680.      421,080.      MT  (+/- 180 meters Scaled)
 LA0520
 LA0520                          SUPERSEDED SURVEY CONTROL
 LA0520
 LA0520  NGVD 29 (??/??/92)  255.067  (m)          836.83   (f) ADJ UNCH    2 0
 LA0520
 LA0520.Superseded values are not recommended for survey control.
 LA0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0520.See file dsdata.txt to determine how the superseded data were derived.
 LA0520
 LA0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK017999(NAD 83)
 LA0520_MARKER: DB = BENCH MARK DISK
 LA0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0520_STAMPING: E 127 1947
 LA0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0520+STABILITY: SURFACE MOTION
 LA0520
 LA0520  HISTORY     - Date     Condition        Report By
 LA0520  HISTORY     - 1947     MONUMENTED       CGS
 LA0520
 LA0520                          STATION DESCRIPTION
 LA0520
 LA0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0520'0.6 MI SE FROM TAMA.
 LA0520'ABOUT 0.6 MILE SOUTHEAST ALONG THE CINCINNATI NORTHERN RAILROAD
 LA0520'FROM THE ROAD CROSSING AT TAMA, AT POLE NO. 120/38, AT AN
 LA0520'EAST-WEST GRAVEL ROAD CROSSING, 29.5 FEET NORTHEAST OF THE NORTHEAST
 LA0520'RAIL, 38 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 18 FEET
 LA0520'SOUTHEAST OF THE RIGHT-OF-WAY FENCE CORNER, 1 FOOT SOUTHWEST
 LA0520'OF THE FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 LA0520'POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 LA0520'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0556 ***********************************************************************
 LA0556  DESIGNATION -  E 128
 LA0556  PID         -  LA0556
 LA0556  STATE/COUNTY-  OH/MERCER
 LA0556  USGS QUAD   -  ERASTUS (1980)
 LA0556
 LA0556                         *CURRENT SURVEY CONTROL
 LA0556  ___________________________________________________________________
 LA0556* NAD 83(1986)-  40 32 44.     (N)    084 40 02.     (W)     SCALED    
 LA0556* NAVD 88     -       260.850  (meters)     855.81   (feet)  ADJUSTED  
 LA0556  ___________________________________________________________________
 LA0556  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LA0556  DYNAMIC HT  -         260.726 (meters)     855.40  (feet)  COMP
 LA0556  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 LA0556
 LA0556  VERT ORDER  -  SECOND    CLASS 0
 LA0556
 LA0556.The horizontal coordinates were scaled from a topographic map and have
 LA0556.an estimated accuracy of +/- 6 seconds.
 LA0556
 LA0556.The orthometric height was determined by differential leveling
 LA0556.and adjusted by the National Geodetic Survey in June 1991..
 LA0556
 LA0556.The geoid height was determined by GEOID03.
 LA0556
 LA0556.The dynamic height is computed by dividing the NAVD 88
 LA0556.geopotential number by the normal gravity value computed on the
 LA0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0556.degrees latitude (g = 980.6199 gals.).
 LA0556
 LA0556.The modeled gravity was interpolated from observed gravity values.
 LA0556
 LA0556;                    North         East    Units  Estimated Accuracy
 LA0556;SPC OH N     -    99,880.      416,440.      MT  (+/- 180 meters Scaled)
 LA0556
 LA0556                          SUPERSEDED SURVEY CONTROL
 LA0556
 LA0556  NGVD 29 (??/??/92)  261.006  (m)          856.32   (f) ADJ UNCH    2 0
 LA0556
 LA0556.Superseded values are not recommended for survey control.
 LA0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0556.See file dsdata.txt to determine how the superseded data were derived.
 LA0556
 LA0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK975909(NAD 83)
 LA0556_MARKER: DB = BENCH MARK DISK
 LA0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0556_SP_SET: ABUTMENT
 LA0556_STAMPING: E 128 1947
 LA0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0556
 LA0556  HISTORY     - Date     Condition        Report By
 LA0556  HISTORY     - 1947     MONUMENTED       CGS
 LA0556
 LA0556                          STATION DESCRIPTION
 LA0556
 LA0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0556'4.3 MI E FROM WABASH.
 LA0556'ABOUT 4.3 MILES EAST ALONG STATE HIGHWAY 29 FROM THE CROSSROADS
 LA0556'AT WABASH, ABOUT 4.9 MILES WEST OF CELINA, 55 YARDS WEST OF THE
 LA0556'JUNCTION OF A ROAD LEADING SOUTH, IN THE TOP OF THE NORTH END
 LA0556'OF THE WEST ABUTMENT OF A 16-FOOT CONCRETE BRIDGE, 13.5 FEET
 LA0556'NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT WEST OF THE
 LA0556'CONCRETE RAILING, AND ABOUT 2.0 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3593 ***********************************************************************
 JZ3593  DESIGNATION -  E 129 RESET
 JZ3593  PID         -  JZ3593
 JZ3593  STATE/COUNTY-  OH/DARKE
 JZ3593  USGS QUAD   -  NEW MADISON (1984)
 JZ3593
 JZ3593                         *CURRENT SURVEY CONTROL
 JZ3593  ___________________________________________________________________
 JZ3593* NAD 83(1986)-  39 59 48.     (N)    084 44 25.     (W)     SCALED    
 JZ3593* NAVD 88     -       331.46   (meters)    1087.5    (feet)  RESET     
 JZ3593  ___________________________________________________________________
 JZ3593  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JZ3593
 JZ3593  VERT ORDER  -  THIRD
 JZ3593
 JZ3593.The horizontal coordinates were scaled from a topographic map and have
 JZ3593.an estimated accuracy of +/- 6 seconds.
 JZ3593
 JZ3593.The orthometric height was computed from unverified reset data.
 JZ3593.No vertical observational check was made to the station.
 JZ3593
 JZ3593.The geoid height was determined by GEOID03.
 JZ3593
 JZ3593;                    North         East    Units  Estimated Accuracy
 JZ3593;SPC OH S     -   224,040.      408,710.      MT  (+/- 180 meters Scaled)
 JZ3593
 JZ3593                          SUPERSEDED SURVEY CONTROL
 JZ3593
 JZ3593  NGVD 29 (10/13/05)  331.60   (m)         1087.9    (f) RESET       3  
 JZ3593
 JZ3593.Superseded values are not recommended for survey control.
 JZ3593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3593.See file dsdata.txt to determine how the superseded data were derived.
 JZ3593
 JZ3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK929298(NAD 83)
 JZ3593_MARKER: DB = BENCH MARK DISK
 JZ3593_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ3593_SP_SET: WINGWALL
 JZ3593_STAMPING: E 129 RESET 1984
 JZ3593_MARK LOGO: NGS   
 JZ3593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3593+STABILITY: SURFACE MOTION
 JZ3593
 JZ3593  HISTORY     - Date     Condition        Report By
 JZ3593  HISTORY     - 1984     MONUMENTED       NGS
 JZ3593
 JZ3593                          STATION DESCRIPTION
 JZ3593
 JZ3593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JZ3593'4.6 KM (2.85 MI) EAST FROM HOLLANSBURG.
 JZ3593'4.5 KM (2.80 MI) EAST ALONG STATE HIGHWAY 49 FROM THE JUNCTION WITH
 JZ3593'MAIN STREET IN HOLLANSBURG, THEN SOUTH 0.2 KM (0.10 MI) ALONG THE
 JZ3593'RICHMOND-PALESTINE ROAD, IN THE TOP OF THE NORTHEAST WINGWALL OF A
 JZ3593'CONCRETE BRIDGE OVER A SMALL STREAM.
 JZ3593'THE MARK IS 5.0 METERS  E FROM  CENTERLINE OF ROAD
 JZ3593'THE MARK IS 0.2 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0017 ***********************************************************************
 MC0017  DESIGNATION -  E 13
 MC0017  PID         -  MC0017
 MC0017  STATE/COUNTY-  OH/LORAIN
 MC0017  USGS QUAD   -  LORAIN (1979)
 MC0017
 MC0017                         *CURRENT SURVEY CONTROL
 MC0017  ___________________________________________________________________
 MC0017* NAD 83(1986)-  41 27 48.     (N)    082 10 07.     (W)     SCALED    
 MC0017* NAVD 88     -       185.896  (meters)     609.89   (feet)  ADJUSTED  
 MC0017  ___________________________________________________________________
 MC0017  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 MC0017  DYNAMIC HT  -         185.823 (meters)     609.65  (feet)  COMP
 MC0017  MODELED GRAV-     980,225.7   (mgal)                       NAVD 88
 MC0017
 MC0017  VERT ORDER  -  SECOND    CLASS 0
 MC0017
 MC0017.The horizontal coordinates were scaled from a topographic map and have
 MC0017.an estimated accuracy of +/- 6 seconds.
 MC0017
 MC0017.The orthometric height was determined by differential leveling
 MC0017.and adjusted by the National Geodetic Survey in June 1991..
 MC0017
 MC0017.The geoid height was determined by GEOID03.
 MC0017
 MC0017.The dynamic height is computed by dividing the NAVD 88
 MC0017.geopotential number by the normal gravity value computed on the
 MC0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0017.degrees latitude (g = 980.6199 gals.).
 MC0017
 MC0017.The modeled gravity was interpolated from observed gravity values.
 MC0017
 MC0017;                    North         East    Units  Estimated Accuracy
 MC0017;SPC OH N     -   199,570.      627,680.      MT  (+/- 180 meters Scaled)
 MC0017
 MC0017                          SUPERSEDED SURVEY CONTROL
 MC0017
 MC0017  NGVD 29 (??/??/92)  186.040  (m)          610.37   (f) ADJ UNCH    2 0
 MC0017
 MC0017.Superseded values are not recommended for survey control.
 MC0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0017.See file dsdata.txt to determine how the superseded data were derived.
 MC0017
 MC0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF024908(NAD 83)
 MC0017_MARKER: DB = BENCH MARK DISK
 MC0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0017_SP_SET: ABUTMENT
 MC0017_STAMPING: E 13 1934
 MC0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0017
 MC0017  HISTORY     - Date     Condition        Report By
 MC0017  HISTORY     - 1934     MONUMENTED       CGS
 MC0017  HISTORY     - 1958     MARK NOT FOUND   NGS
 MC0017  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0017  HISTORY     - 19970526 MARK NOT FOUND   USPSQD
 MC0017
 MC0017                          STATION DESCRIPTION
 MC0017
 MC0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MC0017'AT LORAIN.
 MC0017'AT LORAIN, LORAIN COUNTY, ON THE NEW YORK, CHICAGO AND ST. LOUIS
 MC0017'RAILROAD, 0.1 MILE EAST OF THE STATION, 200 YARDS EAST OF HIGH
 MC0017'TENSION TOWER 1073, AT BRIDGE NO. 210+21 OVER BLACK RIVER, IN
 MC0017'THE TOP OF THE SOUTHWEST ABUTMENT, AND 6 FEET SOUTH OF THE SOUTH
 MC0017'RAIL.  A STANDARD DISK, STAMPED E 13 1934.
 MC0017
 MC0017                          STATION RECOVERY (1980)
 MC0017
 MC0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0017'NOT RECOVERED, A NEW BRIDGE HAS BEEN CONSTRUCTED AT THE DESCRIBED
 MC0017'LOCATION.
 MC0017
 MC0017                          STATION RECOVERY (1997)
 MC0017
 MC0017'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1314 ***********************************************************************
 JZ1314  DESIGNATION -  E 130
 JZ1314  PID         -  JZ1314
 JZ1314  STATE/COUNTY-  OH/PREBLE
 JZ1314  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ1314
 JZ1314                         *CURRENT SURVEY CONTROL
 JZ1314  ___________________________________________________________________
 JZ1314* NAD 83(1986)-  39 44 39.     (N)    084 37 23.     (W)     SCALED    
 JZ1314* NAVD 88     -       312.430  (meters)    1025.03   (feet)  ADJUSTED  
 JZ1314  ___________________________________________________________________
 JZ1314  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JZ1314  DYNAMIC HT  -         312.249 (meters)    1024.44  (feet)  COMP
 JZ1314  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 JZ1314
 JZ1314  VERT ORDER  -  SECOND    CLASS 0
 JZ1314
 JZ1314.The horizontal coordinates were scaled from a topographic map and have
 JZ1314.an estimated accuracy of +/- 6 seconds.
 JZ1314
 JZ1314.The orthometric height was determined by differential leveling
 JZ1314.and adjusted by the National Geodetic Survey in June 1991..
 JZ1314
 JZ1314.The geoid height was determined by GEOID03.
 JZ1314
 JZ1314.The dynamic height is computed by dividing the NAVD 88
 JZ1314.geopotential number by the normal gravity value computed on the
 JZ1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1314.degrees latitude (g = 980.6199 gals.).
 JZ1314
 JZ1314.The modeled gravity was interpolated from observed gravity values.
 JZ1314
 JZ1314;                    North         East    Units  Estimated Accuracy
 JZ1314;SPC OH S     -   195,770.      418,050.      MT  (+/- 180 meters Scaled)
 JZ1314
 JZ1314                          SUPERSEDED SURVEY CONTROL
 JZ1314
 JZ1314  NGVD 29 (??/??/92)  312.59   (m)         1025.6    (f) COMPUTED    2 0
 JZ1314
 JZ1314.Superseded values are not recommended for survey control.
 JZ1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1314.See file dsdata.txt to determine how the superseded data were derived.
 JZ1314
 JZ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK036020(NAD 83)
 JZ1314_MARKER: DB = BENCH MARK DISK
 JZ1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1314_STAMPING: E 130 1947
 JZ1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1314+STABILITY: SURFACE MOTION
 JZ1314
 JZ1314  HISTORY     - Date     Condition        Report By
 JZ1314  HISTORY     - 1947     MONUMENTED       CGS
 JZ1314
 JZ1314                          STATION DESCRIPTION
 JZ1314
 JZ1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1314'0.8 MI E FROM EATON.
 JZ1314'ABOUT 0.75 MILE EAST ALONG U.S. HIGHWAY 35 FROM THE COURT HOUSE
 JZ1314'AT EATON, AT THE EAST CITY LIMITS, 91 FEET NORTH OF THE CENTER
 JZ1314'LINE OF THE HIGHWAY, 10 FEET EAST OF THE CENTER LINE OF A GRAVEL
 JZ1314'STREET LEADING NORTH, 1 FOOT WEST OF A WIRE FENCE, 62 FEET NORTH
 JZ1314'OF A FENCE CORNER, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 JZ1314'ABOUT LEVEL WITH THE ROAD NORTH AND SET IN THE TOP OF A CONCRETE
 JZ1314'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1315 ***********************************************************************
 JZ1315  DESIGNATION -  E 130 RESET
 JZ1315  PID         -  JZ1315
 JZ1315  STATE/COUNTY-  OH/PREBLE
 JZ1315  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ1315
 JZ1315                         *CURRENT SURVEY CONTROL
 JZ1315  ___________________________________________________________________
 JZ1315* NAD 83(1986)-  39 44 39.     (N)    084 37 23.     (W)     SCALED    
 JZ1315* NAVD 88     -       311.65   (+/-2cm)    1022.5    (feet)  VERTCON   
 JZ1315  ___________________________________________________________________
 JZ1315  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JZ1315
 JZ1315  VERT ORDER  -  THIRD (See Below)
 JZ1315
 JZ1315.The horizontal coordinates were scaled from a topographic map and have
 JZ1315.an estimated accuracy of +/- 6 seconds.
 JZ1315
 JZ1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1315.The vertical order pertains to the NGVD 29 superseded value.
 JZ1315
 JZ1315.The geoid height was determined by GEOID03.
 JZ1315
 JZ1315;                    North         East    Units  Estimated Accuracy
 JZ1315;SPC OH S     -   195,770.      418,050.      MT  (+/- 180 meters Scaled)
 JZ1315
 JZ1315                          SUPERSEDED SURVEY CONTROL
 JZ1315
 JZ1315  NGVD 29 (??/??/??)  311.81   (m)         1023.0    (f) RESET       3  
 JZ1315
 JZ1315.Superseded values are not recommended for survey control.
 JZ1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1315.See file dsdata.txt to determine how the superseded data were derived.
 JZ1315
 JZ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK036020(NAD 83)
 JZ1315_MARKER: DB = BENCH MARK DISK
 JZ1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1315_STAMPING: E 130 RESET 1952
 JZ1315_MARK LOGO: CGS   
 JZ1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1315+STABILITY: SURFACE MOTION
 JZ1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1315+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1999
 JZ1315
 JZ1315  HISTORY     - Date     Condition        Report By
 JZ1315  HISTORY     - 1952     MONUMENTED       LOCENG
 JZ1315  HISTORY     - 1953     GOOD             CGS
 JZ1315  HISTORY     - 19990807 GOOD             INDIV
 JZ1315
 JZ1315                          STATION DESCRIPTION
 JZ1315
 JZ1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JZ1315'0.8 MI E FROM EATON.
 JZ1315'AT EATON, PREBLE COUNTY, 0.8 MILE EAST, ALONG U.S. HIGHWAY 35
 JZ1315'FROM THE COURTHOUSE, AT THE EAST CITY LIMITS, 14 FEET WEST OF
 JZ1315'THE CENTERLINE OF EAST AVENUE (EAST CORPORATE LIMITS), 14 FEET
 JZ1315'SOUTH OF THE NORTH LINE OF MAIN STREET, BETWEEN THE SIDEWALK AND
 JZ1315'THE CURB, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.
 JZ1315
 JZ1315                          STATION RECOVERY (1999)
 JZ1315
 JZ1315'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (BJK)
 JZ1315'STEEL MONUMENT BOX SET OVER BENCHMARK (UNDISTURBED) DURING STREET
 JZ1315'WIDENING PROJECT IN 1999.  THE TOP OF THE BOX IS FLUSH WITH THE
 JZ1315'PAVEMENT.  THE BOX IS LOCATED IN THE NORTHWEST PART OF THE
 JZ1315'INTERSECTION OF EAST AVENUE WITH EAST MAIN STREET (U.S. ROUTE 35).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0319 ***********************************************************************
 LA0319  DESIGNATION -  E 131
 LA0319  PID         -  LA0319
 LA0319  STATE/COUNTY-  OH/DARKE
 LA0319  USGS QUAD   -  ROSSBURG (1961)
 LA0319
 LA0319                         *CURRENT SURVEY CONTROL
 LA0319  ___________________________________________________________________
 LA0319* NAD 83(1986)-  40 18 31.     (N)    084 43 30.     (W)     SCALED    
 LA0319* NAVD 88     -       328.397  (meters)    1077.42   (feet)  ADJUSTED  
 LA0319  ___________________________________________________________________
 LA0319  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LA0319  DYNAMIC HT  -         328.230 (meters)    1076.87  (feet)  COMP
 LA0319  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 LA0319
 LA0319  VERT ORDER  -  SECOND    CLASS 0
 LA0319
 LA0319.The horizontal coordinates were scaled from a topographic map and have
 LA0319.an estimated accuracy of +/- 6 seconds.
 LA0319
 LA0319.The orthometric height was determined by differential leveling
 LA0319.and adjusted by the National Geodetic Survey in June 1991..
 LA0319
 LA0319.The geoid height was determined by GEOID03.
 LA0319
 LA0319.The dynamic height is computed by dividing the NAVD 88
 LA0319.geopotential number by the normal gravity value computed on the
 LA0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0319.degrees latitude (g = 980.6199 gals.).
 LA0319
 LA0319.The modeled gravity was interpolated from observed gravity values.
 LA0319
 LA0319;                    North         East    Units  Estimated Accuracy
 LA0319;SPC OH S     -   258,630.      410,860.      MT  (+/- 180 meters Scaled)
 LA0319
 LA0319                          SUPERSEDED SURVEY CONTROL
 LA0319
 LA0319  NGVD 29 (??/??/92)  328.547  (m)         1077.91   (f) ADJ UNCH    2 0
 LA0319
 LA0319.Superseded values are not recommended for survey control.
 LA0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0319.See file dsdata.txt to determine how the superseded data were derived.
 LA0319
 LA0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK933644(NAD 83)
 LA0319_MARKER: DB = BENCH MARK DISK
 LA0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0319_STAMPING: E 131 1947
 LA0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0319+STABILITY: SURFACE MOTION
 LA0319
 LA0319  HISTORY     - Date     Condition        Report By
 LA0319  HISTORY     - 1947     MONUMENTED       CGS
 LA0319
 LA0319                          STATION DESCRIPTION
 LA0319
 LA0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0319'AT ROSE HILL.
 LA0319'AT ROSE HILL, SET IN THE NORTHEAST QUARTER OF THE CROSSROADS,
 LA0319'186 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 49, 161 FEET
 LA0319'SOUTH OF THE SOUTHEAST CORNER OF A TIN BARN, 106 FEET EAST OF
 LA0319'THE SOUTHEAST CORNER OF THE ROSE HILL GENERAL STORE, 31 FEET
 LA0319'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 7 FEET NORTH
 LA0319'OF A FENCE CORNER POST, 1 FOOT WEST OF THE FENCE LINE, ABOUT
 LA0319'LEVEL WITH THE ROAD EAST AND SET IN THE TOP OF A CONCRETE
 LA0319'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1331 ***********************************************************************
 JZ1331  DESIGNATION -  E 132
 JZ1331  PID         -  JZ1331
 JZ1331  STATE/COUNTY-  OH/PREBLE
 JZ1331  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1331
 JZ1331                         *CURRENT SURVEY CONTROL
 JZ1331  ___________________________________________________________________
 JZ1331* NAD 83(1986)-  39 38 29.     (N)    084 46 18.     (W)     SCALED    
 JZ1331* NAVD 88     -       297.633  (meters)     976.48   (feet)  ADJUSTED  
 JZ1331  ___________________________________________________________________
 JZ1331  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ1331  DYNAMIC HT  -         297.461 (meters)     975.92  (feet)  COMP
 JZ1331  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 JZ1331
 JZ1331  VERT ORDER  -  SECOND    CLASS 0
 JZ1331
 JZ1331.The horizontal coordinates were scaled from a topographic map and have
 JZ1331.an estimated accuracy of +/- 6 seconds.
 JZ1331
 JZ1331.The orthometric height was determined by differential leveling
 JZ1331.and adjusted by the National Geodetic Survey in June 1991..
 JZ1331
 JZ1331.The geoid height was determined by GEOID03.
 JZ1331
 JZ1331.The dynamic height is computed by dividing the NAVD 88
 JZ1331.geopotential number by the normal gravity value computed on the
 JZ1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1331.degrees latitude (g = 980.6199 gals.).
 JZ1331
 JZ1331.The modeled gravity was interpolated from observed gravity values.
 JZ1331
 JZ1331;                    North         East    Units  Estimated Accuracy
 JZ1331;SPC OH S     -   184,670.      405,030.      MT  (+/- 180 meters Scaled)
 JZ1331
 JZ1331                          SUPERSEDED SURVEY CONTROL
 JZ1331
 JZ1331  NGVD 29 (??/??/92)  297.79   (m)          977.0    (f) COMPUTED    2 0
 JZ1331
 JZ1331.Superseded values are not recommended for survey control.
 JZ1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1331.See file dsdata.txt to determine how the superseded data were derived.
 JZ1331
 JZ1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ912903(NAD 83)
 JZ1331_MARKER: DB = BENCH MARK DISK
 JZ1331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1331_SP_SET: BUILDING
 JZ1331_STAMPING: E 132 1947
 JZ1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1331
 JZ1331  HISTORY     - Date     Condition        Report By
 JZ1331  HISTORY     - 1947     MONUMENTED       CGS
 JZ1331  HISTORY     - 20030609 MARK NOT FOUND   GEOCAC
 JZ1331
 JZ1331                          STATION DESCRIPTION
 JZ1331
 JZ1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1331'AT FAIRHAVEN.
 JZ1331'AT FAIRHAVEN, SET VERTICALLY IN THE NORTH WALL AT THE NORTHWEST
 JZ1331'CORNER OF THE UNITED PRESBYTERIAN CHURCH, 97 FEET EAST OF THE
 JZ1331'CENTERLINE OF STATE HIGHWAY 177, 1 FOOT EAST OF THE NORTHWEST
 JZ1331'CORNER OF THE BUILDING AND 3.5 FEET ABOVE THE GROUND.
 JZ1331
 JZ1331                          STATION RECOVERY (2003)
 JZ1331
 JZ1331'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1331'SINCE 1947, THE CHURCH BUILT ON AN ADDITION, FLUSH WITH THE NORTH WALL
 JZ1331'OF THE ORIGINAL BUILDING.  THE MARK IS EITHER DESTROYED OR COVERED UP.
 JZ1331'CHURCH IS NOW FAIRHAVEN COMMUNITY CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1379 ***********************************************************************
 JZ1379  DESIGNATION -  E 133
 JZ1379  PID         -  JZ1379
 JZ1379  STATE/COUNTY-  OH/PREBLE
 JZ1379  USGS QUAD   -  LEWISBURG (1974)
 JZ1379
 JZ1379                         *CURRENT SURVEY CONTROL
 JZ1379  ___________________________________________________________________
 JZ1379* NAD 83(1986)-  39 49 44.     (N)    084 37 08.     (W)     SCALED    
 JZ1379* NAVD 88     -       333.827  (meters)    1095.23   (feet)  ADJUSTED  
 JZ1379  ___________________________________________________________________
 JZ1379  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JZ1379  DYNAMIC HT  -         333.634 (meters)    1094.60  (feet)  COMP
 JZ1379  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 JZ1379
 JZ1379  VERT ORDER  -  SECOND    CLASS 0
 JZ1379
 JZ1379.The horizontal coordinates were scaled from a topographic map and have
 JZ1379.an estimated accuracy of +/- 6 seconds.
 JZ1379
 JZ1379.The orthometric height was determined by differential leveling
 JZ1379.and adjusted by the National Geodetic Survey in June 1991..
 JZ1379
 JZ1379.The geoid height was determined by GEOID03.
 JZ1379
 JZ1379.The dynamic height is computed by dividing the NAVD 88
 JZ1379.geopotential number by the normal gravity value computed on the
 JZ1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1379.degrees latitude (g = 980.6199 gals.).
 JZ1379
 JZ1379.The modeled gravity was interpolated from observed gravity values.
 JZ1379
 JZ1379;                    North         East    Units  Estimated Accuracy
 JZ1379;SPC OH S     -   205,160.      418,630.      MT  (+/- 180 meters Scaled)
 JZ1379
 JZ1379                          SUPERSEDED SURVEY CONTROL
 JZ1379
 JZ1379  NGVD 29 (??/??/92)  333.980  (m)         1095.73   (f) ADJ UNCH    2 0
 JZ1379
 JZ1379.Superseded values are not recommended for survey control.
 JZ1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1379.See file dsdata.txt to determine how the superseded data were derived.
 JZ1379
 JZ1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK037114(NAD 83)
 JZ1379_MARKER: DB = BENCH MARK DISK
 JZ1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1379_STAMPING: E 133 1947
 JZ1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1379+STABILITY: SURFACE MOTION
 JZ1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1379+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2003
 JZ1379
 JZ1379  HISTORY     - Date     Condition        Report By
 JZ1379  HISTORY     - 1947     MONUMENTED       CGS
 JZ1379  HISTORY     - 20030509 GOOD             GEOCAC
 JZ1379
 JZ1379                          STATION DESCRIPTION
 JZ1379
 JZ1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1379'6.6 MI N FROM EATON.
 JZ1379'6.05 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE COURT HOUSE
 JZ1379'AT EATON, THENCE ABOUT 0.55 MILE EAST ALONG A GRAVEL ROAD, AT
 JZ1379'THE TOP OF A GRADE, 17 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 JZ1379'ROAD, 55 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY FARM
 JZ1379'HOUSE, 1 FOOT SOUTH OF THE R/W FENCE LINE, 13 FEET WEST OF A
 JZ1379'GATE POST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ1379'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1379'PROJECTING 4 INCHES.
 JZ1379
 JZ1379                          STATION RECOVERY (2003)
 JZ1379
 JZ1379'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1379'GRAVEL ROAD FROM 1947 IS (PAVED) SCHEYHING ROAD.  FENCE LINE, GATE
 JZ1379'POST AND WITNESS POST ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1369 ***********************************************************************
 JZ1369  DESIGNATION -  E 134
 JZ1369  PID         -  JZ1369
 JZ1369  STATE/COUNTY-  OH/PREBLE
 JZ1369  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ1369
 JZ1369                         *CURRENT SURVEY CONTROL
 JZ1369  ___________________________________________________________________
 JZ1369* NAD 83(1986)-  39 38 40.     (N)    084 30 38.     (W)     SCALED    
 JZ1369* NAVD 88     -       259.654  (meters)     851.88   (feet)  ADJUSTED  
 JZ1369  ___________________________________________________________________
 JZ1369  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ1369  DYNAMIC HT  -         259.505 (meters)     851.39  (feet)  COMP
 JZ1369  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 JZ1369
 JZ1369  VERT ORDER  -  SECOND    CLASS 0
 JZ1369
 JZ1369.The horizontal coordinates were scaled from a topographic map and have
 JZ1369.an estimated accuracy of +/- 6 seconds.
 JZ1369
 JZ1369.The orthometric height was determined by differential leveling
 JZ1369.and adjusted by the National Geodetic Survey in June 1991..
 JZ1369
 JZ1369.The geoid height was determined by GEOID03.
 JZ1369
 JZ1369.The dynamic height is computed by dividing the NAVD 88
 JZ1369.geopotential number by the normal gravity value computed on the
 JZ1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1369.degrees latitude (g = 980.6199 gals.).
 JZ1369
 JZ1369.The modeled gravity was interpolated from observed gravity values.
 JZ1369
 JZ1369;                    North         East    Units  Estimated Accuracy
 JZ1369;SPC OH S     -   184,480.      427,450.      MT  (+/- 180 meters Scaled)
 JZ1369
 JZ1369                          SUPERSEDED SURVEY CONTROL
 JZ1369
 JZ1369  NGVD 29 (??/??/92)  259.827  (m)          852.45   (f) ADJ UNCH    2 0
 JZ1369
 JZ1369.Superseded values are not recommended for survey control.
 JZ1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1369.See file dsdata.txt to determine how the superseded data were derived.
 JZ1369
 JZ1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ136912(NAD 83)
 JZ1369_MARKER: DB = BENCH MARK DISK
 JZ1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1369_STAMPING: E 134 1947
 JZ1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1369+STABILITY: SURFACE MOTION
 JZ1369
 JZ1369  HISTORY     - Date     Condition        Report By
 JZ1369  HISTORY     - 1947     MONUMENTED       CGS
 JZ1369
 JZ1369                          STATION DESCRIPTION
 JZ1369
 JZ1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1369'1 MI E FROM GRATIS.
 JZ1369'0.95 MILE EAST ALONG STATE HIGHWAY 725 FROM THE POST OFFICE AT
 JZ1369'GRATIS, 262 FEET EAST OF THE EAST END OF THE NORTH HEAD WALL OF
 JZ1369'A CONCRETE AND STONE BRIDGE WITH PIPE RAILINGS, 124 FEET WEST OF
 JZ1369'THE TOP OF A GRADE, 25 FEET NORTH OF THE CENTER LINE OF THE
 JZ1369'HIGHWAY, 21 FEET WEST OF THE CENTER OF A DRIVE TO A BARN, 4 FEET
 JZ1369'SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTH OF THE FENCE LINE, 2
 JZ1369'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1369'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JZ1369'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0171 ***********************************************************************
 JZ0171  DESIGNATION -  E 136
 JZ0171  PID         -  JZ0171
 JZ0171  STATE/COUNTY-  OH/PREBLE
 JZ0171  USGS QUAD   -  BROOKVILLE (1987)
 JZ0171
 JZ0171                         *CURRENT SURVEY CONTROL
 JZ0171  ___________________________________________________________________
 JZ0171* NAD 83(1986)-  39 47 43.     (N)    084 28 59.     (W)     SCALED    
 JZ0171* NAVD 88     -       305.976  (meters)    1003.86   (feet)  ADJUSTED  
 JZ0171  ___________________________________________________________________
 JZ0171  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JZ0171  DYNAMIC HT  -         305.802 (meters)    1003.29  (feet)  COMP
 JZ0171  MODELED GRAV-     980,051.9   (mgal)                       NAVD 88
 JZ0171
 JZ0171  VERT ORDER  -  SECOND    CLASS 0
 JZ0171
 JZ0171.The horizontal coordinates were scaled from a topographic map and have
 JZ0171.an estimated accuracy of +/- 6 seconds.
 JZ0171
 JZ0171.The orthometric height was determined by differential leveling
 JZ0171.and adjusted by the National Geodetic Survey in June 1991..
 JZ0171
 JZ0171.The geoid height was determined by GEOID03.
 JZ0171
 JZ0171.The dynamic height is computed by dividing the NAVD 88
 JZ0171.geopotential number by the normal gravity value computed on the
 JZ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0171.degrees latitude (g = 980.6199 gals.).
 JZ0171
 JZ0171.The modeled gravity was interpolated from observed gravity values.
 JZ0171
 JZ0171;                    North         East    Units  Estimated Accuracy
 JZ0171;SPC OH S     -   201,170.      430,180.      MT  (+/- 180 meters Scaled)
 JZ0171
 JZ0171                          SUPERSEDED SURVEY CONTROL
 JZ0171
 JZ0171  NGVD 29 (??/??/92)  306.144  (m)         1004.41   (f) ADJ UNCH    2 0
 JZ0171
 JZ0171.Superseded values are not recommended for survey control.
 JZ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0171.See file dsdata.txt to determine how the superseded data were derived.
 JZ0171
 JZ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK154080(NAD 83)
 JZ0171_MARKER: DB = BENCH MARK DISK
 JZ0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0171_SP_SET: BRIDGE
 JZ0171_STAMPING: E 136 1947
 JZ0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0171
 JZ0171  HISTORY     - Date     Condition        Report By
 JZ0171  HISTORY     - 1947     MONUMENTED       CGS
 JZ0171  HISTORY     - 20041118 MARK NOT FOUND   INDIV
 JZ0171
 JZ0171                          STATION DESCRIPTION
 JZ0171
 JZ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0171'6.3 MI NE FROM WEST ALEXANDRIA.
 JZ0171'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0171'WEST ALEXANDRIA, THENCE ABOUT 3.55 MILES NORTH ALONG THE
 JZ0171'PREBLE-MONTGOMERY COUNTY LINE ROAD, ABOUT 4.55 MILES SOUTH OF THE
 JZ0171'INTERSECTION OF U.S. HIGHWAY 40, AT THE INTERSECTION OF
 JZ0171'LEXINGTON PIKE, 79 FEET NORTHWEST OF THE CENTER LINE OF
 JZ0171'LEXINGTON PIKE, 10 FEET WEST OF THE CENTER LINE OF THE COUNTY
 JZ0171'LINE ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHWEST
 JZ0171'WING WALL OF A 20-FOOT CONCRETE BRIDGE, 1 FOOT WEST OF THE
 JZ0171'CONCRETE BANISTER AND ABOUT LEVEL WITH THE COUNTY LINE ROAD.
 JZ0171
 JZ0171                          STATION RECOVERY (2004)
 JZ0171
 JZ0171'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0172 ***********************************************************************
 JZ0172  DESIGNATION -  E 136 RESET
 JZ0172  PID         -  JZ0172
 JZ0172  STATE/COUNTY-  OH/PREBLE
 JZ0172  USGS QUAD   -  BROOKVILLE (1987)
 JZ0172
 JZ0172                         *CURRENT SURVEY CONTROL
 JZ0172  ___________________________________________________________________
 JZ0172* NAD 83(1986)-  39 47 43.     (N)    084 28 59.     (W)     SCALED    
 JZ0172* NAVD 88     -       305.98   (+/-2cm)    1003.9    (feet)  VERTCON   
 JZ0172  ___________________________________________________________________
 JZ0172  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JZ0172
 JZ0172  VERT ORDER  -  THIRD (See Below)
 JZ0172
 JZ0172.The horizontal coordinates were scaled from a topographic map and have
 JZ0172.an estimated accuracy of +/- 6 seconds.
 JZ0172
 JZ0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ0172.The vertical order pertains to the NGVD 29 superseded value.
 JZ0172
 JZ0172.The geoid height was determined by GEOID03.
 JZ0172
 JZ0172;                    North         East    Units  Estimated Accuracy
 JZ0172;SPC OH S     -   201,170.      430,180.      MT  (+/- 180 meters Scaled)
 JZ0172
 JZ0172                          SUPERSEDED SURVEY CONTROL
 JZ0172
 JZ0172  NGVD 29 (10/13/05)  306.15   (m)         1004.4    (f) RESET       3  
 JZ0172
 JZ0172.Superseded values are not recommended for survey control.
 JZ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0172.See file dsdata.txt to determine how the superseded data were derived.
 JZ0172
 JZ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK154080(NAD 83)
 JZ0172_MARKER: DB = BENCH MARK DISK
 JZ0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0172_SP_SET: BRIDGE
 JZ0172_STAMPING: E 136 1965
 JZ0172_MARK LOGO: CGS   
 JZ0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0172
 JZ0172  HISTORY     - Date     Condition        Report By
 JZ0172  HISTORY     - 1965     MONUMENTED       USGS
 JZ0172  HISTORY     - 1966     GOOD             CGS
 JZ0172
 JZ0172                          STATION DESCRIPTION
 JZ0172
 JZ0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JZ0172'6.3 MI NE FROM WEST ALEXANDRIA.
 JZ0172'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0172'WEST ALEXANDRIA, THENCE ABOUT 3.55 MILES NORTH ALONG THE
 JZ0172'PREBLE-MONTGOMERY COUNTY LINE ROAD, ABOUT 4.55 MILES SOUTH OF
 JZ0172'THE INTERSECTION OF U.S. HIGHWAY 40 AT THE INTERSECTION OF
 JZ0172'LEXINGTON PIKE, 79 FEET NORTHWEST OF THE CENTERLINE OF THE
 JZ0172'LEXINGTON PIKE, 12.5 FT WEST OF THE CENTERLINE OF THE COUNTY
 JZ0172'LINE ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHWEST
 JZ0172'WING WALL OF A RECENTLY WIDENED (FORMERLY 20 FT CONCRETE BRIDGE)
 JZ0172'THE BRIDGE IS 1 FT. WEST OF STEEL FLEXBEAM GUARD RAIL AND ABOUT
 JZ0172'LEVEL WITH PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0049 ***********************************************************************
 JZ0049  DESIGNATION -  E 138
 JZ0049  PID         -  JZ0049
 JZ0049  STATE/COUNTY-  OH/MONTGOMERY
 JZ0049  USGS QUAD   -  TIPP CITY (1992)
 JZ0049
 JZ0049                         *CURRENT SURVEY CONTROL
 JZ0049  ___________________________________________________________________
 JZ0049* NAD 83(1986)-  39 52 34.     (N)    084 10 17.     (W)     SCALED    
 JZ0049* NAVD 88     -       249.324  (meters)     817.99   (feet)  ADJUSTED  
 JZ0049  ___________________________________________________________________
 JZ0049  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JZ0049  DYNAMIC HT  -         249.190 (meters)     817.55  (feet)  COMP
 JZ0049  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 JZ0049
 JZ0049  VERT ORDER  -  FIRST     CLASS II
 JZ0049
 JZ0049.The horizontal coordinates were scaled from a topographic map and have
 JZ0049.an estimated accuracy of +/- 6 seconds.
 JZ0049
 JZ0049.The orthometric height was determined by differential leveling
 JZ0049.and adjusted by the National Geodetic Survey in January 1994..
 JZ0049
 JZ0049.The geoid height was determined by GEOID03.
 JZ0049
 JZ0049.The dynamic height is computed by dividing the NAVD 88
 JZ0049.geopotential number by the normal gravity value computed on the
 JZ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0049.degrees latitude (g = 980.6199 gals.).
 JZ0049
 JZ0049.The modeled gravity was interpolated from observed gravity values.
 JZ0049
 JZ0049;                    North         East    Units  Estimated Accuracy
 JZ0049;SPC OH S     -   209,600.      457,030.      MT  (+/- 180 meters Scaled)
 JZ0049
 JZ0049                          SUPERSEDED SURVEY CONTROL
 JZ0049
 JZ0049  NAVD 88 (06/15/91)  249.329  (m)          818.01   (f) UNKNOWN     1 2
 JZ0049  NGVD 29 (??/??/92)  249.526  (m)          818.65   (f) ADJ UNCH    1 2
 JZ0049
 JZ0049.Superseded values are not recommended for survey control.
 JZ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0049.See file dsdata.txt to determine how the superseded data were derived.
 JZ0049
 JZ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK419178(NAD 83)
 JZ0049_MARKER: DB = BENCH MARK DISK
 JZ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0049_SP_SET: CONCRETE POST
 JZ0049_STAMPING: E 138 1947
 JZ0049_MARK LOGO: CGS   
 JZ0049_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0049+STABILITY: SURFACE MOTION
 JZ0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0049+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 JZ0049
 JZ0049  HISTORY     - Date     Condition        Report By
 JZ0049  HISTORY     - 1947     MONUMENTED       CGS
 JZ0049  HISTORY     - 1967     GOOD             OH2090
 JZ0049  HISTORY     - 19930621 GOOD             NGS
 JZ0049  HISTORY     - 20041118 MARK NOT FOUND   INDIV
 JZ0049  HISTORY     - 20060707 GOOD             GEOCAC
 JZ0049
 JZ0049                          STATION DESCRIPTION
 JZ0049
 JZ0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0049'6 MI S FROM TIPP CITY.
 JZ0049'5.95 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0049'STATION AT TIPP CITY, ABOUT 80 YARDS SOUTH OF THE OVER PASS OF
 JZ0049'U.S. HIGHWAY 40 OVER THE TRACKS, 52.2 FEET SOUTHEAST OF THE
 JZ0049'SOUTHEAST RAIL OF THE MAIN TRACK, 46 FEET NORTHEAST OF MILE
 JZ0049'POST C 68-T 134, 22 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET
 JZ0049'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK
 JZ0049'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ0049'NOTE-- IN DESCRIPTION-- 22 FT NE OF A TELEPHONE POLE TELEPHONE
 JZ0049'POLE HAS FALLEN.  NEW TIE IN-- 15.5 FT NE OF POWER POLE.
 JZ0049
 JZ0049                          STATION RECOVERY (1967)
 JZ0049
 JZ0049'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967
 JZ0049'RECOVERED IN GOOD CONDITION.
 JZ0049
 JZ0049                          STATION RECOVERY (1993)
 JZ0049
 JZ0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0049'2.9 KM (1.80 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 JZ0049'JUNCTION OF INTERSTATE HIGHWAY 70 IN VANDALIA (EXIT 61), THENCE 3.1
 JZ0049'KM (1.90 MI) EASTERLY ALONG U.S. HIGHWAY 40, 77.2 M (253.3 FT)
 JZ0049'SOUTHWEST OF THE HIGHWAY CENTERLINE, 19.5 M (64.0 FT) NORTHEAST OF
 JZ0049'RAILROAD MILEPOST 68, 15.7 M (51.5 FT) SOUTHEAST OF THE NEAR RAIL OF
 JZ0049'THE CHESSIE SYSTEMS RAILROAD, 4.7 M (15.4 FT) NORTHEAST OF A UTILITY
 JZ0049'POLE, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST, 0.6 M (2.0 FT)
 JZ0049'BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT IS FLUSH WITH THE
 JZ0049'GROUND SURFACE.
 JZ0049
 JZ0049                          STATION RECOVERY (2004)
 JZ0049
 JZ0049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0049'MARK NOT FOUND.
 JZ0049
 JZ0049                          STATION RECOVERY (2006)
 JZ0049
 JZ0049'RECOVERY NOTE BY GEOCACHING 2006 (KWK)
 JZ0049'AREA OVERGROWN WITH BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0039 ***********************************************************************
 MC0039  DESIGNATION -  E 14
 MC0039  PID         -  MC0039
 MC0039  STATE/COUNTY-  OH/LORAIN
 MC0039  USGS QUAD   -  WELLINGTON (1973)
 MC0039
 MC0039                         *CURRENT SURVEY CONTROL
 MC0039  ___________________________________________________________________
 MC0039* NAD 83(1986)-  41 12 51.     (N)    082 13 09.     (W)     SCALED    
 MC0039* NAVD 88     -       248.198  (meters)     814.30   (feet)  ADJUSTED  
 MC0039  ___________________________________________________________________
 MC0039  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 MC0039  DYNAMIC HT  -         248.092 (meters)     813.95  (feet)  COMP
 MC0039  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 MC0039
 MC0039  VERT ORDER  -  SECOND    CLASS 0
 MC0039
 MC0039.The horizontal coordinates were scaled from a topographic map and have
 MC0039.an estimated accuracy of +/- 6 seconds.
 MC0039
 MC0039.The orthometric height was determined by differential leveling
 MC0039.and adjusted by the National Geodetic Survey in June 1991..
 MC0039
 MC0039.The geoid height was determined by GEOID03.
 MC0039
 MC0039.The dynamic height is computed by dividing the NAVD 88
 MC0039.geopotential number by the normal gravity value computed on the
 MC0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0039.degrees latitude (g = 980.6199 gals.).
 MC0039
 MC0039.The modeled gravity was interpolated from observed gravity values.
 MC0039
 MC0039;                    North         East    Units  Estimated Accuracy
 MC0039;SPC OH N     -   171,880.      623,550.      MT  (+/- 180 meters Scaled)
 MC0039
 MC0039                          SUPERSEDED SURVEY CONTROL
 MC0039
 MC0039  NGVD 29 (??/??/92)  248.382  (m)          814.90   (f) ADJ UNCH    2 0
 MC0039
 MC0039.Superseded values are not recommended for survey control.
 MC0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0039.See file dsdata.txt to determine how the superseded data were derived.
 MC0039
 MC0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF977632(NAD 83)
 MC0039_MARKER: DB = BENCH MARK DISK
 MC0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0039_STAMPING: E 14 1934
 MC0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0039+STABILITY: SURFACE MOTION
 MC0039
 MC0039  HISTORY     - Date     Condition        Report By
 MC0039  HISTORY     - 1934     MONUMENTED       CGS
 MC0039  HISTORY     - 1970     MARK NOT FOUND   NGS
 MC0039  HISTORY     - 1987     MARK NOT FOUND   OHDT
 MC0039  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 MC0039
 MC0039                          STATION DESCRIPTION
 MC0039
 MC0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0039'3.2 MI N FROM WELLINGTON.
 MC0039'3.2 MILES NORTH ALONG STATE HIGHWAY 58 FROM THE NEW YORK CENTRAL
 MC0039'RAILROAD STATION AT WELLINGTON, LORAIN COUNTY, 220 YARDS SOUTH
 MC0039'OF A SMALL RED BRICK SCHOOL, 44 FEET EAST OF CENTERLINE OF THE
 MC0039'HIGHWAY, 14 FEET NORTH OF A POLE, 6.3 FEET NORTH OF THE
 MC0039'NORTHEAST CORNER OF THE WIRE FENCE, AND ABOUT ONE FOOT ABOVE
 MC0039'THE ROADWAY.  A STANDARD DISK, STAMPED E 14 1934 AND SET IN
 MC0039'THE TOP OF A CONCRETE POST.
 MC0039
 MC0039                          STATION RECOVERY (1970)
 MC0039
 MC0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MC0039'MARK NOT FOUND.
 MC0039
 MC0039                          STATION RECOVERY (1987)
 MC0039
 MC0039'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DD)
 MC0039'MARK NOT FOUND.
 MC0039
 MC0039                          STATION RECOVERY (1996)
 MC0039
 MC0039'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0006 ***********************************************************************
 JZ0006  DESIGNATION -  E 140
 JZ0006  PID         -  JZ0006
 JZ0006  STATE/COUNTY-  OH/MONTGOMERY
 JZ0006  USGS QUAD   -  DAYTON NORTH (1996)
 JZ0006
 JZ0006                         *CURRENT SURVEY CONTROL
 JZ0006  ___________________________________________________________________
 JZ0006* NAD 83(1995)-  39 45 34.77566(N)    084 13 12.66768(W)     ADJUSTED  
 JZ0006* NAVD 88     -       228.102  (meters)     748.36   (feet)  ADJUSTED  
 JZ0006  ___________________________________________________________________
 JZ0006  X           -     494,462.176 (meters)                     COMP
 JZ0006  Y           -  -4,885,006.572 (meters)                     COMP
 JZ0006  Z           -   4,057,632.014 (meters)                     COMP
 JZ0006  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 JZ0006  ELLIP HEIGHT-         194.90  (meters)          (10/07/05) GPS OBS
 JZ0006  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JZ0006  DYNAMIC HT  -         227.978 (meters)     747.96  (feet)  COMP
 JZ0006  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 JZ0006
 JZ0006  HORZ ORDER  -  FIRST
 JZ0006  VERT ORDER  -  FIRST     CLASS II
 JZ0006  ELLP ORDER  -  FOURTH    CLASS I
 JZ0006
 JZ0006.The horizontal coordinates were established by GPS observations
 JZ0006.and adjusted by the National Geodetic Survey in September 1997..
 JZ0006
 JZ0006.The orthometric height was determined by differential leveling
 JZ0006.and adjusted by the National Geodetic Survey in June 1991..
 JZ0006
 JZ0006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ0006
 JZ0006.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0006
 JZ0006.The ellipsoidal height was determined by GPS observations
 JZ0006.and is referenced to NAD 83.
 JZ0006
 JZ0006.The geoid height was determined by GEOID03.
 JZ0006
 JZ0006.The dynamic height is computed by dividing the NAVD 88
 JZ0006.geopotential number by the normal gravity value computed on the
 JZ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0006.degrees latitude (g = 980.6199 gals.).
 JZ0006
 JZ0006.The modeled gravity was interpolated from observed gravity values.
 JZ0006
 JZ0006;                    North         East     Units Scale Factor Converg.
 JZ0006;SPC OH S     -   196,752.045   452,608.238   MT  0.99995731   -1 05 29.4
 JZ0006;UTM  16      - 4,404,778.560   738,131.120   MT  1.00029819   +1 46 43.4
 JZ0006
 JZ0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0006!SPC OH S     -   0.99996942  x   0.99995731  =   0.99992674
 JZ0006!UTM  16      -   0.99996942  x   1.00029819  =   1.00026761
 JZ0006
 JZ0006                          SUPERSEDED SURVEY CONTROL
 JZ0006
 JZ0006  ELLIP H (09/11/97)  194.99   (m)                       GP(       ) 4 1
 JZ0006  NAVD 88 (09/11/97)  228.10   (m)          748.4    (f) LEVELING    3  
 JZ0006  NGVD 29 (??/??/92)  228.305  (m)          749.03   (f) ADJ UNCH    1 2
 JZ0006
 JZ0006.Superseded values are not recommended for survey control.
 JZ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0006.See file dsdata.txt to determine how the superseded data were derived.
 JZ0006
 JZ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3813104779(NAD 83)
 JZ0006_MARKER: DB = BENCH MARK DISK
 JZ0006_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ0006_SP_SET: SET IN THE ABUTMENT OF A BRIDGE
 JZ0006_STAMPING: E 140 1947
 JZ0006_MARK LOGO: CGS   
 JZ0006_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0006+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1996
 JZ0006
 JZ0006  HISTORY     - Date     Condition        Report By
 JZ0006  HISTORY     - 1947     MONUMENTED       CGS
 JZ0006  HISTORY     - 1967     GOOD             OH2090
 JZ0006  HISTORY     - 19930618 GOOD             NGS
 JZ0006  HISTORY     - 19961202 GOOD             WOOLPT
 JZ0006  HISTORY     - 20041015 POOR             INDIV
 JZ0006
 JZ0006                          STATION DESCRIPTION
 JZ0006
 JZ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0006'AT DAYTON.
 JZ0006'AT DAYTON, ABOUT 1.5 MILES NORTHWEST ALONG THE PENNSYLVANIA
 JZ0006'RAILROAD FROM THE UNION STATION AT DAYTON, ABOUT 80 YARDS WEST
 JZ0006'OF THE SOUTH END OF SUMMIT STREET BRIDGE OVER WOLF CREEK, IN
 JZ0006'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT
 JZ0006'OF THE RAILROAD STEEL PLATE BRIDGE NO. 17-75 OVER WOLF CREEK,
 JZ0006'8.5 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT LEVEL WITH
 JZ0006'THE TRACK.
 JZ0006
 JZ0006                          STATION RECOVERY (1967)
 JZ0006
 JZ0006'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967
 JZ0006'RECOVERED IN GOOD CONDITION.
 JZ0006
 JZ0006                          STATION RECOVERY (1993)
 JZ0006
 JZ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0006'IN DAYTON, AT THE INTERSECTION OF NORTH DUNBAR STREET AND THE CHESSIE
 JZ0006'SYSTEM RAILROAD, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END OF
 JZ0006'THE SOUTHEAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING WOLF
 JZ0006'CREEK, 75.0 M (246.1 FT) WEST OF THE STREET CENTER, 2.5 M (8.2 FT)
 JZ0006'NORTHEAST OF THE NEAR RAIL, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 JZ0006'TRACK.  NOTE--THE DISK HAS BEEN MUTILATED AND THE STAMPING IS VERY
 JZ0006'DIM.
 JZ0006
 JZ0006                          STATION RECOVERY (1996)
 JZ0006
 JZ0006'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BBS)
 JZ0006'RECOVERED AS DESCRIBED.
 JZ0006
 JZ0006                          STATION RECOVERY (2004)
 JZ0006
 JZ0006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0006'MONUMENT HAS BEEN SEVERELY ABUSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0907 ***********************************************************************
 JZ0907  DESIGNATION -  E 141
 JZ0907  PID         -  JZ0907
 JZ0907  STATE/COUNTY-  OH/HAMILTON
 JZ0907  USGS QUAD   -  ADDYSTON (1987)
 JZ0907
 JZ0907                         *CURRENT SURVEY CONTROL
 JZ0907  ___________________________________________________________________
 JZ0907* NAD 83(1986)-  39 09 44.     (N)    084 44 57.     (W)     SCALED    
 JZ0907* NAVD 88     -       152.551  (meters)     500.49   (feet)  ADJUSTED  
 JZ0907  ___________________________________________________________________
 JZ0907  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JZ0907  DYNAMIC HT  -         152.458 (meters)     500.19  (feet)  COMP
 JZ0907  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 JZ0907
 JZ0907  VERT ORDER  -  FIRST     CLASS II
 JZ0907
 JZ0907.The horizontal coordinates were scaled from a topographic map and have
 JZ0907.an estimated accuracy of +/- 6 seconds.
 JZ0907
 JZ0907.The orthometric height was determined by differential leveling
 JZ0907.and adjusted by the National Geodetic Survey in June 1991..
 JZ0907
 JZ0907.The geoid height was determined by GEOID03.
 JZ0907
 JZ0907.The dynamic height is computed by dividing the NAVD 88
 JZ0907.geopotential number by the normal gravity value computed on the
 JZ0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0907.degrees latitude (g = 980.6199 gals.).
 JZ0907
 JZ0907.The modeled gravity was interpolated from observed gravity values.
 JZ0907
 JZ0907;                    North         East    Units  Estimated Accuracy
 JZ0907;SPC OH S     -   131,440.      405,640.      MT  (+/- 180 meters Scaled)
 JZ0907
 JZ0907                          SUPERSEDED SURVEY CONTROL
 JZ0907
 JZ0907  NGVD 29 (06/03/91)  152.741  (m)          501.12   (f) ADJUSTED    1 2
 JZ0907
 JZ0907.Superseded values are not recommended for survey control.
 JZ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0907.See file dsdata.txt to determine how the superseded data were derived.
 JZ0907
 JZ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ944371(NAD 83)
 JZ0907_MARKER: DB = BENCH MARK DISK
 JZ0907_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ0907+WITH SETTING: PAVEMENT
 JZ0907_SP_SET: STONE LANDING
 JZ0907_STAMPING: E 141 1947
 JZ0907_MARK LOGO: CGS   
 JZ0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0907+STABILITY: SURFACE MOTION
 JZ0907
 JZ0907  HISTORY     - Date     Condition        Report By
 JZ0907  HISTORY     - 1947     MONUMENTED       CGS
 JZ0907  HISTORY     - 1986     GOOD             NGS
 JZ0907  HISTORY     - 20060601 GOOD             GEOCAC
 JZ0907
 JZ0907                          STATION DESCRIPTION
 JZ0907
 JZ0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0907'AT CLEVES.
 JZ0907'AT CLEVES, AT THE HAMILTON COUNTY NATIONAL BANK AND POST OFFICE
 JZ0907'BUILDING, SET IN THE TOP OF THE STONE SLAB OF THE FOUNDATION OF
 JZ0907'PILLARS AT THE ENTRANCE, 16.2 FEET WEST OF THE WEST CURB OF U.S.
 JZ0907'HIGHWAY 50, 12 FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE
 JZ0907'BANK, 4.1 FEET SOUTH OF THE NORTHEAST CORNER OF THE PORCH, 1.8
 JZ0907'FEET ABOVE THE GROUND.
 JZ0907
 JZ0907                          STATION RECOVERY (1986)
 JZ0907
 JZ0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0907'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS, IN CLEVES, AT
 JZ0907'THE INTERSECTION OF NORTH MIAMI STREET AND STATE ROAD, IN THE STONE
 JZ0907'LANDING OF THE HAMILTON COUNTY NATIONAL BANK BUILDING, 24.2 M (79.4
 JZ0907'FT) NORTH OF THE CENTERLINE OF THE ROAD, 11.0 M (36.1 FT) WEST OF THE
 JZ0907'CENTERLINE OF THE STREET, AND 3.7 M (12.1 FT) NORTH OF THE CENTER OF
 JZ0907'THE EAST ENTRANCE TO THE BUILDING.
 JZ0907'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 JZ0907
 JZ0907                          STATION RECOVERY (2006)
 JZ0907
 JZ0907'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ0907'MARK FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0983 ***********************************************************************
 JZ0983  DESIGNATION -  E 142
 JZ0983  PID         -  JZ0983
 JZ0983  STATE/COUNTY-  OH/HAMILTON
 JZ0983  USGS QUAD   -  SHANDON (1981)
 JZ0983
 JZ0983                         *CURRENT SURVEY CONTROL
 JZ0983  ___________________________________________________________________
 JZ0983* NAD 83(1986)-  39 15 24.     (N)    084 42 29.     (W)     SCALED    
 JZ0983* NAVD 88     -       159.998  (meters)     524.93   (feet)  ADJUSTED  
 JZ0983  ___________________________________________________________________
 JZ0983  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ0983  DYNAMIC HT  -         159.903 (meters)     524.62  (feet)  COMP
 JZ0983  MODELED GRAV-     980,032.3   (mgal)                       NAVD 88
 JZ0983
 JZ0983  VERT ORDER  -  SECOND    CLASS 0
 JZ0983
 JZ0983.The horizontal coordinates were scaled from a topographic map and have
 JZ0983.an estimated accuracy of +/- 6 seconds.
 JZ0983
 JZ0983.The orthometric height was determined by differential leveling
 JZ0983.and adjusted by the National Geodetic Survey in June 1991..
 JZ0983
 JZ0983.The geoid height was determined by GEOID03.
 JZ0983
 JZ0983.The dynamic height is computed by dividing the NAVD 88
 JZ0983.geopotential number by the normal gravity value computed on the
 JZ0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0983.degrees latitude (g = 980.6199 gals.).
 JZ0983
 JZ0983.The modeled gravity was interpolated from observed gravity values.
 JZ0983
 JZ0983;                    North         East    Units  Estimated Accuracy
 JZ0983;SPC OH S     -   141,840.      409,450.      MT  (+/- 180 meters Scaled)
 JZ0983
 JZ0983                          SUPERSEDED SURVEY CONTROL
 JZ0983
 JZ0983  NGVD 29 (??/??/92)  160.180  (m)          525.52   (f) ADJ UNCH    2 0
 JZ0983
 JZ0983.Superseded values are not recommended for survey control.
 JZ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0983.See file dsdata.txt to determine how the superseded data were derived.
 JZ0983
 JZ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ977477(NAD 83)
 JZ0983_MARKER: DB = BENCH MARK DISK
 JZ0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0983_STAMPING: E 142 1947
 JZ0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0983+STABILITY: SURFACE MOTION
 JZ0983
 JZ0983  HISTORY     - Date     Condition        Report By
 JZ0983  HISTORY     - 1947     MONUMENTED       CGS
 JZ0983
 JZ0983                          STATION DESCRIPTION
 JZ0983
 JZ0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0983'3.2 MI NE FROM MIAMI.
 JZ0983'3.25 MILES NORTHEAST ALONG STATE HIGHWAY 128 FROM THE FARMERS
 JZ0983'STATE BANK AT MIAMI, AT THE JUNCTION OF CROSBY ROAD LEADING
 JZ0983'NORTHWEST, 191 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JZ0983'17.5 FEET NORTHEAST OF THE CENTER LINE OF CROSBY ROAD, 1.5 FEET
 JZ0983'WEST OF A FENCE CORNER POST, 1 FOOT SOUTHWEST OF THE FENCE LINE,
 JZ0983'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JZ0983'CROSBY ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ0983'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0975 ***********************************************************************
 JZ0975  DESIGNATION -  E 143
 JZ0975  PID         -  JZ0975
 JZ0975  STATE/COUNTY-  OH/BUTLER
 JZ0975  USGS QUAD   -  HARRISON (1996)
 JZ0975
 JZ0975                         *CURRENT SURVEY CONTROL
 JZ0975  ___________________________________________________________________
 JZ0975* NAD 83(1986)-  39 20 28.     (N)    084 45 09.     (W)     SCALED    
 JZ0975* NAVD 88     -       194.062  (meters)     636.69   (feet)  ADJUSTED  
 JZ0975  ___________________________________________________________________
 JZ0975  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JZ0975  DYNAMIC HT  -         193.951 (meters)     636.32  (feet)  COMP
 JZ0975  MODELED GRAV-     980,052.1   (mgal)                       NAVD 88
 JZ0975
 JZ0975  VERT ORDER  -  SECOND    CLASS 0
 JZ0975
 JZ0975.The horizontal coordinates were scaled from a topographic map and have
 JZ0975.an estimated accuracy of +/- 6 seconds.
 JZ0975
 JZ0975.The orthometric height was determined by differential leveling
 JZ0975.and adjusted by the National Geodetic Survey in June 1991..
 JZ0975
 JZ0975.The geoid height was determined by GEOID03.
 JZ0975
 JZ0975.The dynamic height is computed by dividing the NAVD 88
 JZ0975.geopotential number by the normal gravity value computed on the
 JZ0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0975.degrees latitude (g = 980.6199 gals.).
 JZ0975
 JZ0975.The modeled gravity was interpolated from observed gravity values.
 JZ0975
 JZ0975;                    North         East    Units  Estimated Accuracy
 JZ0975;SPC OH S     -   151,300.      405,850.      MT  (+/- 180 meters Scaled)
 JZ0975
 JZ0975                          SUPERSEDED SURVEY CONTROL
 JZ0975
 JZ0975  NGVD 29 (??/??/92)  194.247  (m)          637.29   (f) ADJ UNCH    2 0
 JZ0975
 JZ0975.Superseded values are not recommended for survey control.
 JZ0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0975.See file dsdata.txt to determine how the superseded data were derived.
 JZ0975
 JZ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ936570(NAD 83)
 JZ0975_MARKER: DB = BENCH MARK DISK
 JZ0975_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0975_SP_SET: CULVERT
 JZ0975_STAMPING: E 143 1947
 JZ0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0975
 JZ0975  HISTORY     - Date     Condition        Report By
 JZ0975  HISTORY     - 1947     MONUMENTED       CGS
 JZ0975
 JZ0975                          STATION DESCRIPTION
 JZ0975
 JZ0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0975'0.6 MI SE FROM OKEANA.
 JZ0975'0.55 MILE SOUTHEAST ALONG STATE HIGHWAY 126 FROM THE SCHOOL AT
 JZ0975'OKEANA, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 JZ0975'HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT, 14 FEET SOUTHWEST
 JZ0975'OF THE CENTER LINE, 113 FEET NORTHWEST OF THE CENTER LINE OF A
 JZ0975'DRIVEWAY LEADING NORTHEAST TO A FARM HOUSE AND ABOUT 1.5 FEET
 JZ0975'ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0998 ***********************************************************************
 JZ0998  DESIGNATION -  E 144
 JZ0998  PID         -  JZ0998
 JZ0998  STATE/COUNTY-  OH/HAMILTON
 JZ0998  USGS QUAD   -  GREENHILLS (1981)
 JZ0998
 JZ0998                         *CURRENT SURVEY CONTROL
 JZ0998  ___________________________________________________________________
 JZ0998* NAD 83(1986)-  39 17 05.     (N)    084 33 51.     (W)     SCALED    
 JZ0998* NAVD 88     -       255.551  (meters)     838.42   (feet)  ADJUSTED  
 JZ0998  ___________________________________________________________________
 JZ0998  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JZ0998  DYNAMIC HT  -         255.398 (meters)     837.92  (feet)  COMP
 JZ0998  MODELED GRAV-     980,020.5   (mgal)                       NAVD 88
 JZ0998
 JZ0998  VERT ORDER  -  SECOND    CLASS 0
 JZ0998
 JZ0998.The horizontal coordinates were scaled from a topographic map and have
 JZ0998.an estimated accuracy of +/- 6 seconds.
 JZ0998
 JZ0998.The orthometric height was determined by differential leveling
 JZ0998.and adjusted by the National Geodetic Survey in June 1991..
 JZ0998
 JZ0998.The geoid height was determined by GEOID03.
 JZ0998
 JZ0998.The dynamic height is computed by dividing the NAVD 88
 JZ0998.geopotential number by the normal gravity value computed on the
 JZ0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0998.degrees latitude (g = 980.6199 gals.).
 JZ0998
 JZ0998.The modeled gravity was interpolated from observed gravity values.
 JZ0998
 JZ0998;                    North         East    Units  Estimated Accuracy
 JZ0998;SPC OH S     -   144,660.      421,930.      MT  (+/- 180 meters Scaled)
 JZ0998
 JZ0998                          SUPERSEDED SURVEY CONTROL
 JZ0998
 JZ0998  NGVD 29 (??/??/92)  255.733  (m)          839.02   (f) ADJ UNCH    2 0
 JZ0998
 JZ0998.Superseded values are not recommended for survey control.
 JZ0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0998.See file dsdata.txt to determine how the superseded data were derived.
 JZ0998
 JZ0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ100512(NAD 83)
 JZ0998_MARKER: DB = BENCH MARK DISK
 JZ0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0998_STAMPING: E 144 1947
 JZ0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0998+STABILITY: SURFACE MOTION
 JZ0998
 JZ0998  HISTORY     - Date     Condition        Report By
 JZ0998  HISTORY     - 1947     MONUMENTED       CGS
 JZ0998  HISTORY     - 20041124 MARK NOT FOUND   GEOCAC
 JZ0998
 JZ0998                          STATION DESCRIPTION
 JZ0998
 JZ0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0998'1 MI S FROM PLEASANT RUN.
 JZ0998'1.05 MILES SOUTH ALONG U.S. HIGHWAY 127 FROM ITS INTERSECTION
 JZ0998'WITH U.S. HIGHWAY 50 BY-PASS AND STATE HIGHWAY 126 AT PLEASANT
 JZ0998'RUN, AT THE JUNCTION OF HOUSTON ROAD LEADING WEST, 32 FEET WEST
 JZ0998'OF THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTH OF THE CENTER
 JZ0998'LINE OF HOUSTON ROAD, 7 FEET NORTH OF A FENCE CORNER, 7.5 FEET
 JZ0998'NORTH OF POWER POLE NO. 218, 1.5 FEET EAST OF THE FENCE LINE,
 JZ0998'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 JZ0998'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ0998'5 INCHES.
 JZ0998
 JZ0998                          STATION RECOVERY (2004)
 JZ0998
 JZ0998'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0453 ***********************************************************************
 JZ0453  DESIGNATION -  E 145
 JZ0453  PID         -  JZ0453
 JZ0453  STATE/COUNTY-  OH/HAMILTON
 JZ0453  USGS QUAD   -  GLENDALE (1987)
 JZ0453
 JZ0453                         *CURRENT SURVEY CONTROL
 JZ0453  ___________________________________________________________________
 JZ0453* NAD 83(1986)-  39 15 26.     (N)    084 27 57.     (W)     SCALED    
 JZ0453* NAVD 88     -       186.768  (meters)     612.75   (feet)  ADJUSTED  
 JZ0453  ___________________________________________________________________
 JZ0453  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JZ0453  DYNAMIC HT  -         186.653 (meters)     612.38  (feet)  COMP
 JZ0453  MODELED GRAV-     980,007.4   (mgal)                       NAVD 88
 JZ0453
 JZ0453  VERT ORDER  -  FIRST     CLASS II
 JZ0453
 JZ0453.The horizontal coordinates were scaled from a topographic map and have
 JZ0453.an estimated accuracy of +/- 6 seconds.
 JZ0453
 JZ0453.The orthometric height was determined by differential leveling
 JZ0453.and adjusted by the National Geodetic Survey in January 1994..
 JZ0453
 JZ0453.The geoid height was determined by GEOID03.
 JZ0453
 JZ0453.The dynamic height is computed by dividing the NAVD 88
 JZ0453.geopotential number by the normal gravity value computed on the
 JZ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0453.degrees latitude (g = 980.6199 gals.).
 JZ0453
 JZ0453.The modeled gravity was interpolated from observed gravity values.
 JZ0453
 JZ0453;                    North         East    Units  Estimated Accuracy
 JZ0453;SPC OH S     -   141,420.      430,350.      MT  (+/- 180 meters Scaled)
 JZ0453
 JZ0453                          SUPERSEDED SURVEY CONTROL
 JZ0453
 JZ0453  NAVD 88 (06/15/91)  186.762  (m)          612.74   (f) UNKNOWN     1 2
 JZ0453  NGVD 29 (??/??/92)  186.934  (m)          613.30   (f) ADJ UNCH    1 2
 JZ0453
 JZ0453.Superseded values are not recommended for survey control.
 JZ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0453.See file dsdata.txt to determine how the superseded data were derived.
 JZ0453
 JZ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ186483(NAD 83)
 JZ0453_MARKER: DB = BENCH MARK DISK
 JZ0453_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ0453_SP_SET: BRIDGE ABUTMENT
 JZ0453_STAMPING: E 145 1947
 JZ0453_MARK LOGO: CGS   
 JZ0453_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0453+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1993
 JZ0453
 JZ0453  HISTORY     - Date     Condition        Report By
 JZ0453  HISTORY     - 1947     MONUMENTED       CGS
 JZ0453  HISTORY     - 19930605 GOOD             NGS
 JZ0453
 JZ0453                          STATION DESCRIPTION
 JZ0453
 JZ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0453'1 MI S FROM GLENDALE.
 JZ0453'1.0 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0453'STATION AT GLENDALE, AT OVERPASS NO. 140 OVER THE
 JZ0453'GLENDALE-MILFORD ROAD, AT POLE 13/52, SET IN THE TOP OF THE
 JZ0453'SECOND STEP BELOW THE TRACK OF THE SOUTHWEST WING WALL OF THE
 JZ0453'BRIDGE, 11.8 FEET WEST OF THE WEST RAIL AND 3 FEET BELOW THE
 JZ0453'TRACK.
 JZ0453
 JZ0453                          STATION RECOVERY (1993)
 JZ0453
 JZ0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0453'IN WOODLAWN, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 JZ0453'STATE HIGHWAY 126, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END
 JZ0453'OF THE SECOND TERRACE OF THE SOUTH CONCRETE ABUTMENT OF THE RAILROAD
 JZ0453'OVERPASS OF THE HIGHWAY, 6.6 M (21.7 FT) SOUTH OF THE CENTERLINE OF
 JZ0453'THE HIGHWAY, 3.5 M (11.5 FT) WEST OF THE NEAR RAIL, AND 1.2 M (3.9
 JZ0453'FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI3510 ***********************************************************************
 AI3510  DESIGNATION -  E 145 RESET
 AI3510  PID         -  AI3510
 AI3510  STATE/COUNTY-  OH/HAMILTON
 AI3510  USGS QUAD   -  GLENDALE (1987)
 AI3510
 AI3510                         *CURRENT SURVEY CONTROL
 AI3510  ___________________________________________________________________
 AI3510* NAD 83(1986)-  39 15 26.     (N)    084 27 57.     (W)     SCALED    
 AI3510* NAVD 88     -       187.68   (meters)     615.7    (feet)  RESET     
 AI3510  ___________________________________________________________________
 AI3510  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AI3510
 AI3510  VERT ORDER  -  THIRD
 AI3510
 AI3510.The horizontal coordinates were scaled from a topographic map and have
 AI3510.an estimated accuracy of +/- 6 seconds.
 AI3510
 AI3510.The orthometric height was computed from unverified reset data.
 AI3510.No vertical observational check was made to the station.
 AI3510
 AI3510.The geoid height was determined by GEOID03.
 AI3510
 AI3510;                    North         East    Units  Estimated Accuracy
 AI3510;SPC OH S     -   141,420.      430,350.      MT  (+/- 180 meters Scaled)
 AI3510
 AI3510                          SUPERSEDED SURVEY CONTROL
 AI3510
 AI3510.No superseded survey control is available for this station.
 AI3510
 AI3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ186483(NAD 83)
 AI3510_MARKER: DV = VERTICAL CONTROL DISK
 AI3510_SETTING: 0 = UNSPECIFIED SETTING
 AI3510_STAMPING: E 145 RESET 1995
 AI3510_MARK LOGO: NGS   
 AI3510_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3510
 AI3510  HISTORY     - Date     Condition        Report By
 AI3510  HISTORY     - 1996     MONUMENTED       OHDT
 AI3510
 AI3510                          STATION DESCRIPTION
 AI3510
 AI3510'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1996 (JRM)
 AI3510'1.0 MILE (1.6 KM) SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 AI3510'STATION AT GLENDALE, 150 FEET (45.7 M) NORTH OF STATE ROUTE 126
 AI3510'(GLENDALE-MILFORD ROAD) , 50 FEET (15.2 M) EAST OF THE CENTERLINE OF
 AI3510'THE RAILS, 1.0 FOOT (0.3 M) WEST OF A FENCE LINE AND MARKER NEAR RIGHT
 AI3510'OF WAY MONUMENT FOR RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0806 ***********************************************************************
 MB0806  DESIGNATION -  E 147
 MB0806  PID         -  MB0806
 MB0806  STATE/COUNTY-  OH/MAHONING
 MB0806  USGS QUAD   -  LAKE MILTON (1979)
 MB0806
 MB0806                         *CURRENT SURVEY CONTROL
 MB0806  ___________________________________________________________________
 MB0806* NAD 83(1986)-  41 04 06.     (N)    080 58 59.     (W)     SCALED    
 MB0806* NAVD 88     -       310.712  (meters)    1019.39   (feet)  ADJUSTED  
 MB0806  ___________________________________________________________________
 MB0806  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB0806  DYNAMIC HT  -         310.571 (meters)    1018.93  (feet)  COMP
 MB0806  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 MB0806
 MB0806  VERT ORDER  -  SECOND    CLASS 0
 MB0806
 MB0806.The horizontal coordinates were scaled from a topographic map and have
 MB0806.an estimated accuracy of +/- 6 seconds.
 MB0806
 MB0806.The orthometric height was determined by differential leveling
 MB0806.and adjusted by the National Geodetic Survey in June 1991..
 MB0806
 MB0806.The geoid height was determined by GEOID03.
 MB0806
 MB0806.The dynamic height is computed by dividing the NAVD 88
 MB0806.geopotential number by the normal gravity value computed on the
 MB0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0806.degrees latitude (g = 980.6199 gals.).
 MB0806
 MB0806.The modeled gravity was interpolated from observed gravity values.
 MB0806
 MB0806;                    North         East    Units  Estimated Accuracy
 MB0806;SPC OH N     -   156,760.      727,480.      MT  (+/- 180 meters Scaled)
 MB0806
 MB0806                          SUPERSEDED SURVEY CONTROL
 MB0806
 MB0806  NGVD 29 (??/??/92)  310.882  (m)         1019.95   (f) ADJ UNCH    2 0
 MB0806
 MB0806.Superseded values are not recommended for survey control.
 MB0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0806.See file dsdata.txt to determine how the superseded data were derived.
 MB0806
 MB0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF014463(NAD 83)
 MB0806_MARKER: DB = BENCH MARK DISK
 MB0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0806_STAMPING: E 147 1949
 MB0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0806+STABILITY: SURFACE MOTION
 MB0806
 MB0806  HISTORY     - Date     Condition        Report By
 MB0806  HISTORY     - 1949     MONUMENTED       CGS
 MB0806  HISTORY     - 1950     GOOD             NGS
 MB0806  HISTORY     - 1989     GOOD             USPSQD
 MB0806  HISTORY     - 20060723 MARK NOT FOUND   GEOCAC
 MB0806
 MB0806                          STATION DESCRIPTION
 MB0806
 MB0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0806'1 MI NNE FROM SHILLINGS MILL.
 MB0806'ABOUT 0.7 MILE NORTHEAST ALONG MILL ROAD, THENCE ABOUT 0.3 MILE
 MB0806'NORTHWEST ALONG ELLSWORTH-PALMYRA ROAD, AT A SMALL TRAIL LEADING
 MB0806'NORTH INTO A TIMBERED AREA.  IT IS 28.5 FEET SOUTHWEST OF THE
 MB0806'CENTERLINE OF THE ELLSWORTH-PALMYRA ROAD, 45 FEET SOUTHWEST AND
 MB0806'ACROSS THE ROAD FROM THE NORTHWEST END OF A 12 INCH METAL
 MB0806'CULVERT UNDER TRAIL, 32 FEET EAST OF AN 18 INCH TREE, 56 FEET
 MB0806'SOUTHWEST AND DIRECTLY ACROSS THE ROAD FROM A 36 INCH TREE, 2
 MB0806'FEET SOUTHWEST OF A WHITE WITNESS POST AND ABOUT LEVEL WITH THE
 MB0806'ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 MB0806'PROJECTING 4 INCHES.
 MB0806
 MB0806                          STATION RECOVERY (1989)
 MB0806
 MB0806'RECOVERY NOTE BY US POWER SQUADRON 1989 (DK)
 MB0806'RECOVERED IN GOOD CONDITION.
 MB0806
 MB0806                          STATION RECOVERY (2006)
 MB0806
 MB0806'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0973 ***********************************************************************
 MB0973  DESIGNATION -  E 148
 MB0973  PID         -  MB0973
 MB0973  STATE/COUNTY-  OH/MAHONING
 MB0973  USGS QUAD   -  CAMPBELL (1979)
 MB0973
 MB0973                         *CURRENT SURVEY CONTROL
 MB0973  ___________________________________________________________________
 MB0973* NAD 83(1986)-  41 01 33.     (N)    080 31 38.     (W)     SCALED    
 MB0973* NAVD 88     -       310.132  (meters)    1017.49   (feet)  ADJUSTED  
 MB0973  ___________________________________________________________________
 MB0973  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 MB0973  DYNAMIC HT  -         309.988 (meters)    1017.02  (feet)  COMP
 MB0973  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 MB0973
 MB0973  VERT ORDER  -  SECOND    CLASS 0
 MB0973
 MB0973.The horizontal coordinates were scaled from a topographic map and have
 MB0973.an estimated accuracy of +/- 6 seconds.
 MB0973
 MB0973.The orthometric height was determined by differential leveling
 MB0973.and adjusted by the National Geodetic Survey in June 1991..
 MB0973
 MB0973.The geoid height was determined by GEOID03.
 MB0973
 MB0973.The dynamic height is computed by dividing the NAVD 88
 MB0973.geopotential number by the normal gravity value computed on the
 MB0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0973.degrees latitude (g = 980.6199 gals.).
 MB0973
 MB0973.The modeled gravity was interpolated from observed gravity values.
 MB0973
 MB0973;                    North         East    Units  Estimated Accuracy
 MB0973;SPC OH N     -   152,810.      765,890.      MT  (+/- 180 meters Scaled)
 MB0973
 MB0973                          SUPERSEDED SURVEY CONTROL
 MB0973
 MB0973  NGVD 29 (??/??/92)  310.301  (m)         1018.05   (f) ADJ UNCH    2 0
 MB0973
 MB0973.Superseded values are not recommended for survey control.
 MB0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0973.See file dsdata.txt to determine how the superseded data were derived.
 MB0973
 MB0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF397417(NAD 83)
 MB0973_MARKER: DB = BENCH MARK DISK
 MB0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0973_STAMPING: E 148 1949
 MB0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0973+STABILITY: SURFACE MOTION
 MB0973
 MB0973  HISTORY     - Date     Condition        Report By
 MB0973  HISTORY     - 1949     MONUMENTED       CGS
 MB0973  HISTORY     - 1950     GOOD             NGS
 MB0973  HISTORY     - 20060820 MARK NOT FOUND   GEOCAC
 MB0973
 MB0973                          STATION DESCRIPTION
 MB0973
 MB0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0973'0.9 MI SE FROM LOWELLVILLE.
 MB0973'ABOUT 0.9 MILE SOUTHEAST ALONG THE POLAND-STRUTHERS-LOWELLVILLE
 MB0973'ROAD FROM THE SOUTH END OF BRIDGE OVER MAHONING RIVER AT
 MB0973'LOWELLVILLE, 24 FEET WEST OF THE CENTERLINE OF THE
 MB0973'POLAND-STRUTHERS-LOWELLVILLE ROAD, 12 FEET NORTH-NORTH-WEST OF
 MB0973'THE NORTHWEST END OF A 12 INCH PIPE CULVERT UNDER DRIVEWAY TO
 MB0973'FIELD, 3 FEET NORTH OF POLE 78-7Y-41.  IT IS 2 FEET SOUTH OF A
 MB0973'WHITE WITNESS POST AND 1 FOOT BELOW THE LEVEL OF THE CENTER OF
 MB0973'THE ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 MB0973'PROJECTING 2 INCHES.
 MB0973
 MB0973                          STATION RECOVERY (2006)
 MB0973
 MB0973'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1185 ***********************************************************************
 KY1185  DESIGNATION -  E 149
 KY1185  PID         -  KY1185
 KY1185  STATE/COUNTY-  OH/MAHONING
 KY1185  USGS QUAD   -  COLUMBIANA (1994)
 KY1185
 KY1185                         *CURRENT SURVEY CONTROL
 KY1185  ___________________________________________________________________
 KY1185* NAD 83(1986)-  40 56 38.     (N)    080 38 08.     (W)     SCALED    
 KY1185* NAVD 88     -       336.788  (meters)    1104.95   (feet)  ADJUSTED  
 KY1185  ___________________________________________________________________
 KY1185  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KY1185  DYNAMIC HT  -         336.624 (meters)    1104.41  (feet)  COMP
 KY1185  MODELED GRAV-     980,129.6   (mgal)                       NAVD 88
 KY1185
 KY1185  VERT ORDER  -  SECOND    CLASS 0
 KY1185
 KY1185.The horizontal coordinates were scaled from a topographic map and have
 KY1185.an estimated accuracy of +/- 6 seconds.
 KY1185
 KY1185.The orthometric height was determined by differential leveling
 KY1185.and adjusted by the National Geodetic Survey in June 1991..
 KY1185
 KY1185.The geoid height was determined by GEOID03.
 KY1185
 KY1185.The dynamic height is computed by dividing the NAVD 88
 KY1185.geopotential number by the normal gravity value computed on the
 KY1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1185.degrees latitude (g = 980.6199 gals.).
 KY1185
 KY1185.The modeled gravity was interpolated from observed gravity values.
 KY1185
 KY1185;                    North         East    Units  Estimated Accuracy
 KY1185;SPC OH N     -   143,510.      756,980.      MT  (+/- 180 meters Scaled)
 KY1185
 KY1185                          SUPERSEDED SURVEY CONTROL
 KY1185
 KY1185  NGVD 29 (??/??/92)  336.941  (m)         1105.45   (f) ADJ UNCH    2 0
 KY1185
 KY1185.Superseded values are not recommended for survey control.
 KY1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1185.See file dsdata.txt to determine how the superseded data were derived.
 KY1185
 KY1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF306325(NAD 83)
 KY1185_MARKER: DB = BENCH MARK DISK
 KY1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1185_STAMPING: E 149 1949
 KY1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1185+STABILITY: SURFACE MOTION
 KY1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1185+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 KY1185
 KY1185  HISTORY     - Date     Condition        Report By
 KY1185  HISTORY     - 1949     MONUMENTED       CGS
 KY1185  HISTORY     - 1950     GOOD             NGS
 KY1185  HISTORY     - 19960901 GOOD             USPSQD
 KY1185  HISTORY     - 19981215 GOOD             USPSQD
 KY1185  HISTORY     - 20060711 GOOD             GEOCAC
 KY1185
 KY1185                          STATION DESCRIPTION
 KY1185
 KY1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1185'1.2 MI E FROM NORTH LIMA.
 KY1185'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 165 FROM ITS INTERSECTION
 KY1185'WITH STATE HIGHWAY 7 AT NORTH LIMA, AT THE JUNCTION OF STATE
 KY1185'HIGHWAY 165 AND STATE HIGHWAY 626, 24 FEET NORTH OF THE CENTERLINE
 KY1185'OF STATE HIGHWAY 165, 61 FEET SOUTHWEST OF THE CENTERLINE OF
 KY1185'STATE HIGHWAY 626, 5 FEET WEST-NORTHWEST OF POLE 3-33, 101 FEET
 KY1185'NORTH-NORTHWEST AND ACROSS STATE HIGHWAY 165 FROM A CONCRETE
 KY1185'BLOCK SERVICE STATION.  IT IS 2 FEET WEST OF A WHITE WITNESS
 KY1185'POST AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE CENTER OF STATE
 KY1185'HIGHWAY 626.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 KY1185'AND PROJECTING 3 INCHES.
 KY1185
 KY1185                          STATION RECOVERY (1996)
 KY1185
 KY1185'RECOVERY NOTE BY US POWER SQUADRON 1996
 KY1185'RECOVERED IN GOOD CONDITION.
 KY1185
 KY1185                          STATION RECOVERY (1998)
 KY1185
 KY1185'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1185'RECOVERED IN GOOD CONDITION.
 KY1185
 KY1185                          STATION RECOVERY (2006)
 KY1185
 KY1185'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1071 ***********************************************************************
 MB1071  DESIGNATION -  E 15
 MB1071  PID         -  MB1071
 MB1071  STATE/COUNTY-  OH/GEAUGA
 MB1071  USGS QUAD   -  EAST CLARIDON (1994)
 MB1071
 MB1071                         *CURRENT SURVEY CONTROL
 MB1071  ___________________________________________________________________
 MB1071* NAD 83(1986)-  41 32 00.     (N)    081 06 30.     (W)     SCALED    
 MB1071* NAVD 88     -       360.985  (meters)    1184.33   (feet)  ADJUSTED  
 MB1071  ___________________________________________________________________
 MB1071  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB1071  DYNAMIC HT  -         360.833 (meters)    1183.83  (feet)  COMP
 MB1071  MODELED GRAV-     980,194.3   (mgal)                       NAVD 88
 MB1071
 MB1071  VERT ORDER  -  SECOND    CLASS 0
 MB1071
 MB1071.The horizontal coordinates were scaled from a topographic map and have
 MB1071.an estimated accuracy of +/- 6 seconds.
 MB1071
 MB1071.The orthometric height was determined by differential leveling
 MB1071.and adjusted by the National Geodetic Survey in June 1991..
 MB1071
 MB1071.The geoid height was determined by GEOID03.
 MB1071
 MB1071.The dynamic height is computed by dividing the NAVD 88
 MB1071.geopotential number by the normal gravity value computed on the
 MB1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1071.degrees latitude (g = 980.6199 gals.).
 MB1071
 MB1071.The modeled gravity was interpolated from observed gravity values.
 MB1071
 MB1071;                    North         East    Units  Estimated Accuracy
 MB1071;SPC OH N     -   208,220.      716,130.      MT  (+/- 180 meters Scaled)
 MB1071
 MB1071                          SUPERSEDED SURVEY CONTROL
 MB1071
 MB1071  NGVD 29 (??/??/92)  361.172  (m)         1184.95   (f) ADJ UNCH    2 0
 MB1071
 MB1071.Superseded values are not recommended for survey control.
 MB1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1071.See file dsdata.txt to determine how the superseded data were derived.
 MB1071
 MB1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF909979(NAD 83)
 MB1071_MARKER: DB = BENCH MARK DISK
 MB1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1071_STAMPING: E 15 1934
 MB1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1071+STABILITY: SURFACE MOTION
 MB1071
 MB1071  HISTORY     - Date     Condition        Report By
 MB1071  HISTORY     - 1934     MONUMENTED       CGS
 MB1071  HISTORY     - 1950     GOOD             NGS
 MB1071
 MB1071                          STATION DESCRIPTION
 MB1071
 MB1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB1071'AT EAST CLARIDON.
 MB1071'AT EAST CLARIDON, AT THE CROSSING OF THE BALTIMORE AND OHIO
 MB1071'RAILROAD AND U.S. HIGHWAY 322.  IT IS 10 FEET WEST OF THE
 MB1071'WEST RAIL, 32.5 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 322,
 MB1071'34.7 FEET NORTH OF THE NORTHEAST CORNER OF A TOOL SHED, 12.3
 MB1071'FEET SOUTH OF AN ELECTRIC STOP SIGNAL, 2.5 FEET SOUTH OF A
 MB1071'WHITE WITNESS POST AND ABOUT 3 HIGHER THAN THE LEVEL OF THE
 MB1071'TRACK.  A STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE
 MB1071'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1161 ***********************************************************************
 KY1161  DESIGNATION -  E 150
 KY1161  PID         -  KY1161
 KY1161  STATE/COUNTY-  OH/MAHONING
 KY1161  USGS QUAD   -  SALEM (1994)
 KY1161
 KY1161                         *CURRENT SURVEY CONTROL
 KY1161  ___________________________________________________________________
 KY1161* NAD 83(1995)-  40 57 32.14290(N)    080 51 22.28320(W)     ADJUSTED  
 KY1161* NAVD 88     -       333.704  (meters)    1094.83   (feet)  ADJUSTED  
 KY1161  ___________________________________________________________________
 KY1161  X           -     766,566.048 (meters)                     COMP
 KY1161  Y           -  -4,762,510.513 (meters)                     COMP
 KY1161  Z           -   4,159,176.413 (meters)                     COMP
 KY1161  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 KY1161  ELLIP HEIGHT-         299.93  (meters)          (10/07/05) GPS OBS
 KY1161  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY1161  DYNAMIC HT  -         333.546 (meters)    1094.31  (feet)  COMP
 KY1161  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 KY1161
 KY1161  HORZ ORDER  -  THIRD
 KY1161  VERT ORDER  -  SECOND    CLASS 0
 KY1161  ELLP ORDER  -  FOURTH    CLASS II
 KY1161
 KY1161.The horizontal coordinates were established by GPS observations
 KY1161.and adjusted by the National Geodetic Survey in May 1998..
 KY1161
 KY1161.The orthometric height was determined by differential leveling
 KY1161.and adjusted by the National Geodetic Survey in June 1991..
 KY1161
 KY1161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY1161
 KY1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1161
 KY1161.The ellipsoidal height was determined by GPS observations
 KY1161.and is referenced to NAD 83.
 KY1161
 KY1161.The geoid height was determined by GEOID03.
 KY1161
 KY1161.The dynamic height is computed by dividing the NAVD 88
 KY1161.geopotential number by the normal gravity value computed on the
 KY1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1161.degrees latitude (g = 980.6199 gals.).
 KY1161
 KY1161.The modeled gravity was interpolated from observed gravity values.
 KY1161
 KY1161;                    North         East     Units Scale Factor Converg.
 KY1161;SPC OH N     -   144,804.278   738,371.726   MT  0.99994093   +1 04 47.6
 KY1161;UTM  17      - 4,534,207.717   512,102.166   MT  0.99960180   +0 05 39.4
 KY1161
 KY1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1161!SPC OH N     -   0.99995295  x   0.99994093  =   0.99989389
 KY1161!UTM  17      -   0.99995295  x   0.99960180  =   0.99955477
 KY1161
 KY1161                          SUPERSEDED SURVEY CONTROL
 KY1161
 KY1161  NAVD 88 (05/28/98)  333.70   (m)         1094.8    (f) LEVELING    3  
 KY1161  NGVD 29 (??/??/92)  333.859  (m)         1095.34   (f) ADJ UNCH    2 0
 KY1161
 KY1161.Superseded values are not recommended for survey control.
 KY1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1161.See file dsdata.txt to determine how the superseded data were derived.
 KY1161
 KY1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1210234208(NAD 83)
 KY1161_MARKER: DB = BENCH MARK DISK
 KY1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1161_STAMPING: E 150 1949
 KY1161_MARK LOGO: CGS   
 KY1161_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1161+STABILITY: SURFACE MOTION
 KY1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1161+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 KY1161
 KY1161  HISTORY     - Date     Condition        Report By
 KY1161  HISTORY     - 1949     MONUMENTED       CGS
 KY1161  HISTORY     - 1950     GOOD             NGS
 KY1161  HISTORY     - 19970918 GOOD             NGS
 KY1161  HISTORY     - 20060310 GOOD             GEOCAC
 KY1161
 KY1161                          STATION DESCRIPTION
 KY1161
 KY1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1161'4.2 MI NW FROM SALEM.
 KY1161'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 KY1161'IN THE CITY OF SALEM, THENCE ABOUT 4.05 MILES NORTH ALONG STATE
 KY1161'HIGHWAY 45, AT THE INTERSECTION OF STATE HIGHWAY 45 AND SNODES-NEW
 KY1161'MIDDLETOWN ROAD, 33 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 KY1161'45, 39.5 FEET SOUTH OF WEST LEG OF SNODES-NEW MIDDLETOWN ROAD, 7.5
 KY1161'FEET WEST-SOUTH-WEST OF WEST END OF CONCRETE HEADWALL OF TWIN 36
 KY1161'INCH TILE CULVERT.  IT IS 2 FEET WEST OF A WHITE WITNESS POST
 KY1161'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND ROAD.  A
 KY1161'STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTING
 KY1161'2 INCHES.
 KY1161
 KY1161                          STATION RECOVERY (1997)
 KY1161
 KY1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 KY1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 18SEP1997 (WCW) .  RECOVERED
 KY1161'IN GOOD CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  THE STATION IS
 KY1161'LOCATED ABOUT 6.6 KM (4.10 MI) NORTH FROM SALEM AT THE JUNCTION OF
 KY1161'STATE HIGHWAY 45 AND COUNTY HIGHWAY 28 (MIDDLETON ROAD) .
 KY1161'OWNERSHIP--OHIO DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 KY1161'FROM THE JUNCTION OF US HIGHWAY 62 AND STATE HIGHWAY 45 NORTH, WHICH
 KY1161'IS 2.9 KM (1.80 MI) NORTH ALONG ELLSWORTH ROAD FROM STATE HIGHWAY 14
 KY1161'(STATE ROAD) IN SALEM, GO NORTH FOR 3.7 KM (2.30 MI) TO MIDDLETON ROAD
 KY1161'THE STATION ON LEFT.  THE MARK IS A CGS BENCHMARK DISK IN A 25 CM (10
 KY1161'IN) SQUARED CONCRETE POST.  THE STATION IS LOCATED 27.4 M (89.9 FT)
 KY1161'NORTH FROM THE EXTENDED CENTERLINE OF THE EAST LEG OF MIDDLETON ROAD,
 KY1161'12.0 M (39.4 FT) SOUTH FROM THE WEST LEG OF MIDDLETON ROAD, 10.0 M
 KY1161'(32.8 FT) WEST FROM STATE HIGHWAY 45 CENTER, 5.0 M (16.4 FT) SOUTH
 KY1161'FROM A SQUARE TIMBER FENCE CORNER, 3.7 M (12.1 FT) EAST-SOUTHEAST FROM
 KY1161'A ROUND WOOD FENCE CORNER, 2.2 M (7.2 FT) WEST-SOUTHWEST FROM THE WEST
 KY1161'END OF A 30 CM (12 IN) CONCRETE HEADWALL, 0.6 M (2.0 FT) SOUTH FROM A
 KY1161'NGS FIBERGLASS WITNESS POST AND ON LINE WITH TWO STRANDS OF BARBED
 KY1161'WIRE RUNNING NORTH TO THE SQUARE TIMBER FENCE CORNER.  THE MARK IS 0.5
 KY1161'M (1.6 FT) ABOVE THE DITCH AND 0.6 M (2.0 FT) BELOW STATE HIGHWAY 45
 KY1161'CENTER.
 KY1161
 KY1161                          STATION RECOVERY (2006)
 KY1161
 KY1161'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0797 ***********************************************************************
 MB0797  DESIGNATION -  E 152
 MB0797  PID         -  MB0797
 MB0797  STATE/COUNTY-  OH/MAHONING
 MB0797  USGS QUAD   -  CAMPBELL (1979)
 MB0797
 MB0797                         *CURRENT SURVEY CONTROL
 MB0797  ___________________________________________________________________
 MB0797* NAD 83(1986)-  41 04 34.     (N)    080 37 19.     (W)     SCALED    
 MB0797* NAVD 88     -       259.559  (meters)     851.57   (feet)  ADJUSTED  
 MB0797  ___________________________________________________________________
 MB0797  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MB0797  DYNAMIC HT  -         259.438 (meters)     851.17  (feet)  COMP
 MB0797  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 MB0797
 MB0797  VERT ORDER  -  SECOND    CLASS 0
 MB0797
 MB0797.The horizontal coordinates were scaled from a topographic map and have
 MB0797.an estimated accuracy of +/- 6 seconds.
 MB0797
 MB0797.The orthometric height was determined by differential leveling
 MB0797.and adjusted by the National Geodetic Survey in June 1991..
 MB0797
 MB0797.The geoid height was determined by GEOID03.
 MB0797
 MB0797.The dynamic height is computed by dividing the NAVD 88
 MB0797.geopotential number by the normal gravity value computed on the
 MB0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0797.degrees latitude (g = 980.6199 gals.).
 MB0797
 MB0797.The modeled gravity was interpolated from observed gravity values.
 MB0797
 MB0797;                    North         East    Units  Estimated Accuracy
 MB0797;SPC OH N     -   158,210.      757,810.      MT  (+/- 180 meters Scaled)
 MB0797
 MB0797                          SUPERSEDED SURVEY CONTROL
 MB0797
 MB0797  NGVD 29 (??/??/92)  259.733  (m)          852.14   (f) ADJ UNCH    2 0
 MB0797
 MB0797.Superseded values are not recommended for survey control.
 MB0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0797.See file dsdata.txt to determine how the superseded data were derived.
 MB0797
 MB0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF317472(NAD 83)
 MB0797_MARKER: DB = BENCH MARK DISK
 MB0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0797_STAMPING: E 152 1950
 MB0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0797+STABILITY: SURFACE MOTION
 MB0797
 MB0797  HISTORY     - Date     Condition        Report By
 MB0797  HISTORY     - 1950     MONUMENTED       CGS
 MB0797  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MB0797
 MB0797                          STATION DESCRIPTION
 MB0797
 MB0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0797'AT YOUNGSTOWN.
 MB0797'ABOUT 0.2 MILE SOUTHEAST ALONG POLAND AVENUE FROM CENTER STREET
 MB0797'BRIDGE OVER MAHONING RIVER, ABOUT 60 YARDS NORTHWEST OF A
 MB0797'LARGE CULVERT UNDER POLAND AVENUE, 94 FEET NORTHWEST OF A
 MB0797'FIRE HYDRANT, 23.5 FEET NORTHEAST OF THE NORTHEAST CURB OF
 MB0797'POLAND AVENUE.  IT IS 2.5 FEET SOUTHEAST OF A WHITE WITNESS
 MB0797'POST AND ABOUT 2 FEET BELOW THE LEVEL OF THE STREET.  A
 MB0797'STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND ABOUT FLUSH
 MB0797'WITH THE LEVEL OF THE GROUND.
 MB0797
 MB0797                          STATION RECOVERY (1989)
 MB0797
 MB0797'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFD)
 MB0797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0879 ***********************************************************************
 MB0879  DESIGNATION -  E 153
 MB0879  PID         -  MB0879
 MB0879  STATE/COUNTY-  OH/TRUMBULL
 MB0879  USGS QUAD   -  GIRARD (1994)
 MB0879
 MB0879                         *CURRENT SURVEY CONTROL
 MB0879  ___________________________________________________________________
 MB0879* NAD 83(1986)-  41 11 00.     (N)    080 39 50.     (W)     SCALED    
 MB0879* NAVD 88     -       331.939  (meters)    1089.04   (feet)  ADJUSTED  
 MB0879  ___________________________________________________________________
 MB0879  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB0879  DYNAMIC HT  -         331.789 (meters)    1088.54  (feet)  COMP
 MB0879  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 MB0879
 MB0879  VERT ORDER  -  SECOND    CLASS 0
 MB0879
 MB0879.The horizontal coordinates were scaled from a topographic map and have
 MB0879.an estimated accuracy of +/- 6 seconds.
 MB0879
 MB0879.The orthometric height was determined by differential leveling
 MB0879.and adjusted by the National Geodetic Survey in June 1991..
 MB0879
 MB0879.The geoid height was determined by GEOID03.
 MB0879
 MB0879.The dynamic height is computed by dividing the NAVD 88
 MB0879.geopotential number by the normal gravity value computed on the
 MB0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0879.degrees latitude (g = 980.6199 gals.).
 MB0879
 MB0879.The modeled gravity was interpolated from observed gravity values.
 MB0879
 MB0879;                    North         East    Units  Estimated Accuracy
 MB0879;SPC OH N     -   170,040.      754,030.      MT  (+/- 180 meters Scaled)
 MB0879
 MB0879                          SUPERSEDED SURVEY CONTROL
 MB0879
 MB0879  NGVD 29 (??/??/92)  332.11   (m)         1089.6    (f) COMPUTED    2 0
 MB0879
 MB0879.Superseded values are not recommended for survey control.
 MB0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0879.See file dsdata.txt to determine how the superseded data were derived.
 MB0879
 MB0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF281591(NAD 83)
 MB0879_MARKER: DB = BENCH MARK DISK
 MB0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0879_STAMPING: E 153 1950
 MB0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0879+STABILITY: SURFACE MOTION
 MB0879
 MB0879  HISTORY     - Date     Condition        Report By
 MB0879  HISTORY     - 1950     MONUMENTED       CGS
 MB0879  HISTORY     - 19930831 MARK NOT FOUND   OHDT
 MB0879  HISTORY     - 20060817 MARK NOT FOUND   GEOCAC
 MB0879
 MB0879                          STATION DESCRIPTION
 MB0879
 MB0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0879'1.5 MI N FROM CHURCHILL.
 MB0879'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 90 FROM THE CEMETERY
 MB0879'AT CHURCHILL, AT THE INTERSECTION OF STATE HIGHWAY 90 AND AN
 MB0879'EAST-WEST CROSS ROAD, 34 FEET EAST OF THE CENTERLINE OF STATE
 MB0879'HIGHWAY 90, 46 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 MB0879'21 FEET NORTH OF POLE 23340-8 OVER 1.  IT IS 2.5 FEET NORTH OF A
 MB0879'WHITE WITNESS POST AND ABOUT LEVEL WITH THE CENTER OF STATE
 MB0879'HIGHWAY 90.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 MB0879'AND PROJECTING ABOUT 3 INCHES.
 MB0879
 MB0879                          STATION RECOVERY (1993)
 MB0879
 MB0879'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0879'-------REPORT BY ODOT -------YEAR 1993-------CONDITION NOT FOUND
 MB0879' 
 MB0879'ROAD HAS BEEN CHANGED TO FOUR LANES, THIS WOULD PUT THE DISK UNDER THE
 MB0879'PAVEMENT.
 MB0879
 MB0879                          STATION RECOVERY (2006)
 MB0879
 MB0879'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0879'MEASUREMENTS FALL UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0880 ***********************************************************************
 MB0880  DESIGNATION -  E 153 RESET
 MB0880  PID         -  MB0880
 MB0880  STATE/COUNTY-  OH/TRUMBULL
 MB0880  USGS QUAD   -  GIRARD (1994)
 MB0880
 MB0880                         *CURRENT SURVEY CONTROL
 MB0880  ___________________________________________________________________
 MB0880* NAD 83(1986)-  41 11 00.     (N)    080 39 49.     (W)     SCALED    
 MB0880* NAVD 88     -       332.00   (+/-2cm)    1089.2    (feet)  VERTCON   
 MB0880  ___________________________________________________________________
 MB0880  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB0880
 MB0880  VERT ORDER  -  THIRD (See Below)
 MB0880
 MB0880.The horizontal coordinates were scaled from a topographic map and have
 MB0880.an estimated accuracy of +/- 6 seconds.
 MB0880
 MB0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB0880.The vertical order pertains to the NGVD 29 superseded value.
 MB0880
 MB0880.The geoid height was determined by GEOID03.
 MB0880
 MB0880;                    North         East    Units  Estimated Accuracy
 MB0880;SPC OH N     -   170,040.      754,060.      MT  (+/- 180 meters Scaled)
 MB0880
 MB0880                          SUPERSEDED SURVEY CONTROL
 MB0880
 MB0880  NGVD 29 (??/??/??)  332.18   (m)         1089.8    (f) RESET       3  
 MB0880
 MB0880.Superseded values are not recommended for survey control.
 MB0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0880.See file dsdata.txt to determine how the superseded data were derived.
 MB0880
 MB0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF282591(NAD 83)
 MB0880_MARKER: DB = BENCH MARK DISK
 MB0880_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MB0880_SP_SET: HIGHWAY ISLAND
 MB0880_STAMPING: E 153 RESET 1954
 MB0880_MARK LOGO: CGS   
 MB0880_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0880
 MB0880  HISTORY     - Date     Condition        Report By
 MB0880  HISTORY     - 1954     MONUMENTED       OHHD
 MB0880  HISTORY     - 1955     GOOD             NGS
 MB0880  HISTORY     - 19930831 GOOD             OHDT
 MB0880  HISTORY     - 19981208 GOOD             USE
 MB0880
 MB0880                          STATION DESCRIPTION
 MB0880
 MB0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MB0880'1.5 MI N FROM CHURCHILL.
 MB0880'1.5 MILES NORTH ALONG STATE HIGHWAY 90 FROM THE CEMETERY AT
 MB0880'CHURCHILL, AT THE INTERSECTION OF AN EAST-AND-WEST CROSS ROAD,
 MB0880'AND IN THE NORTH END OF A CONCRETE ISLAND IN THE CENTER OF THE
 MB0880'HIGHWAY.  NOTE-- DEPT. OF HWYS REPORT OF MARCH 1959-- ROAD PLANS
 MB0880'NECESSITATED MOVING THE MARK TO AN IRON PIN IN A MONUMENT BOX
 MB0880'AT THE CENTER OF THE INTERSECTION.
 MB0880
 MB0880                          STATION RECOVERY (1993)
 MB0880
 MB0880'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0880'--------REPORT BY ODOT --------YEAR 1993--------CONDITION GOOD
 MB0880' 
 MB0880'NO STAMPING EXISTS, IT IS NOW A IRON PIN NOT A DISK.
 MB0880
 MB0880                          STATION RECOVERY (1998)
 MB0880
 MB0880'RECOVERY NOTE BY US ENGINEERS 1998
 MB0880'THE 1959 NOTE BY OHDT MENTIONS MOVING THE MARK TO AN IRON PIN INSIDE A
 MB0880'MONUMENT BOX IN THE CENTER OF THE INTERSECTION, BUT NEGLECTS TO
 MB0880'MENTION THE NEW ELEVATION.  THE 1993 RECOVERY NOTE BY OHDT CALLS THE
 MB0880'CONDITION OF E 153 RESET GOOD, BUT MENTIONS IT BEING A DIFFERENT MARK.
 MB0880'THE MARK E 153 RESET SHOULD BE CONSIDERED DESTROYED, AND THE IRON PIN
 MB0880'IN THE MONUMENT BOX CONSIDERED A REFERENCE MARK WHICH WAS RECOVERED IN
 MB0880'GOOD CONDITION.  A THIRD ORDER LEVEL RUN BETWEEN TRI.
 MB0880'STATION/BENCHMARK HOOD (MB0882) AND BENCHMARK B 153 (MB0479) WAS MADE
 MB0880'IN 1998 BY THE CORPS OF ENGINEERS WHICH DERIVED A NGVD 29 ELEVATION ON
 MB0880'THE IRON PIN AT 1089.82.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0844 ***********************************************************************
 MB0844  DESIGNATION -  E 155
 MB0844  PID         -  MB0844
 MB0844  STATE/COUNTY-  OH/TRUMBULL
 MB0844  USGS QUAD   -  WARREN (1994)
 MB0844
 MB0844                         *CURRENT SURVEY CONTROL
 MB0844  ___________________________________________________________________
 MB0844* NAD 83(1986)-  41 08 03.     (N)    080 45 02.     (W)     SCALED    
 MB0844* NAVD 88     -       312.947  (meters)    1026.73   (feet)  ADJUSTED  
 MB0844  ___________________________________________________________________
 MB0844  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0844  DYNAMIC HT  -         312.806 (meters)    1026.26  (feet)  COMP
 MB0844  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 MB0844
 MB0844  VERT ORDER  -  SECOND    CLASS 0
 MB0844
 MB0844.The horizontal coordinates were scaled from a topographic map and have
 MB0844.an estimated accuracy of +/- 6 seconds.
 MB0844
 MB0844.The orthometric height was determined by differential leveling
 MB0844.and adjusted by the National Geodetic Survey in June 1991..
 MB0844
 MB0844.The geoid height was determined by GEOID03.
 MB0844
 MB0844.The dynamic height is computed by dividing the NAVD 88
 MB0844.geopotential number by the normal gravity value computed on the
 MB0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0844.degrees latitude (g = 980.6199 gals.).
 MB0844
 MB0844.The modeled gravity was interpolated from observed gravity values.
 MB0844
 MB0844;                    North         East    Units  Estimated Accuracy
 MB0844;SPC OH N     -   164,430.      746,870.      MT  (+/- 180 meters Scaled)
 MB0844
 MB0844                          SUPERSEDED SURVEY CONTROL
 MB0844
 MB0844  NGVD 29 (??/??/92)  313.128  (m)         1027.32   (f) ADJ UNCH    2 0
 MB0844
 MB0844.Superseded values are not recommended for survey control.
 MB0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0844.See file dsdata.txt to determine how the superseded data were derived.
 MB0844
 MB0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF209536(NAD 83)
 MB0844_MARKER: DB = BENCH MARK DISK
 MB0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0844_STAMPING: E 155 1950
 MB0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0844+STABILITY: SURFACE MOTION
 MB0844
 MB0844  HISTORY     - Date     Condition        Report By
 MB0844  HISTORY     - 1950     MONUMENTED       CGS
 MB0844  HISTORY     - 19930902 MARK NOT FOUND   OHDT
 MB0844  HISTORY     - 20060511 MARK NOT FOUND   GEOCAC
 MB0844
 MB0844                          STATION DESCRIPTION
 MB0844
 MB0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0844'1 MI E FROM MINERAL RIDGE.
 MB0844'ABOUT 0.95 EAST ALONG THE MAHONING-TRUMBULL COUNTY LINE ROAD
 MB0844'FROM ITS INTERSECTION WITH STATE HIGHWAY 46 AT MINERAL RIDGE,
 MB0844'ABOUT 0.2 MILE EAST OF A ROAD LEADING NORTH, AND AT A DIRT
 MB0844'DRIVEWAY LEADING SOUTH.  IT IS 23 FEET NORTH OF THE CENTERLINE
 MB0844'OF THE COUNTY LINE ROAD, 13 FEET WEST OF THE EXTENDED CENTERLINE
 MB0844'OF THE DRIVEWAY, 31 FEET EAST-NORTHEAST OF THE EAST END OF A 12
 MB0844'INCH PIPE CULVERT AND 2 FEET SOUTHEAST OF A FENCE POST.  IT
 MB0844'IS 2 FEET NORTHEAST OF A WHITE WITNESS POST AND ABOUT 2 FEET
 MB0844'HIGHER THAN THE ROAD.  A STANDARD DISK SET IN THE TOP OF A
 MB0844'CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND.
 MB0844
 MB0844                          STATION RECOVERY (1993)
 MB0844
 MB0844'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0844'------REPORT BY ODOT--------YEAR 1993--------CONDITION GOOD-------
 MB0844' 
 MB0844'CATCH BASINS NOW EXIST INSTEAD OF PIPE CULVERTS.  DIRT DRIVE IN
 MB0844'DESCRIPTION IS NO LONGER IN EXISTANCE, A CEMENT DRIVEWAY LIES WHERE
 MB0844'THE DISK SHOULD BE.
 MB0844
 MB0844                          STATION RECOVERY (2006)
 MB0844
 MB0844'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0965 ***********************************************************************
 MB0965  DESIGNATION -  E 156
 MB0965  PID         -  MB0965
 MB0965  STATE/COUNTY-  OH/MAHONING
 MB0965  USGS QUAD   -  CAMPBELL (1979)
 MB0965
 MB0965                         *CURRENT SURVEY CONTROL
 MB0965  ___________________________________________________________________
 MB0965* NAD 83(1986)-  41 06 14.     (N)    080 35 08.     (W)     SCALED    
 MB0965* NAVD 88     -       324.480  (meters)    1064.56   (feet)  ADJUSTED  
 MB0965  ___________________________________________________________________
 MB0965  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0965  DYNAMIC HT  -         324.331 (meters)    1064.08  (feet)  COMP
 MB0965  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 MB0965
 MB0965  VERT ORDER  -  SECOND    CLASS 0
 MB0965
 MB0965.The horizontal coordinates were scaled from a topographic map and have
 MB0965.an estimated accuracy of +/- 6 seconds.
 MB0965
 MB0965.The orthometric height was determined by differential leveling
 MB0965.and adjusted by the National Geodetic Survey in June 1991..
 MB0965
 MB0965.The geoid height was determined by GEOID03.
 MB0965
 MB0965.The dynamic height is computed by dividing the NAVD 88
 MB0965.geopotential number by the normal gravity value computed on the
 MB0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0965.degrees latitude (g = 980.6199 gals.).
 MB0965
 MB0965.The modeled gravity was interpolated from observed gravity values.
 MB0965
 MB0965;                    North         East    Units  Estimated Accuracy
 MB0965;SPC OH N     -   161,360.      760,800.      MT  (+/- 180 meters Scaled)
 MB0965
 MB0965                          SUPERSEDED SURVEY CONTROL
 MB0965
 MB0965  NGVD 29 (??/??/92)  324.655  (m)         1065.14   (f) ADJ UNCH    2 0
 MB0965
 MB0965.Superseded values are not recommended for survey control.
 MB0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0965.See file dsdata.txt to determine how the superseded data were derived.
 MB0965
 MB0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF348503(NAD 83)
 MB0965_MARKER: DB = BENCH MARK DISK
 MB0965_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0965_SP_SET: BRIDGE
 MB0965_STAMPING: E 156 1950
 MB0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0965
 MB0965  HISTORY     - Date     Condition        Report By
 MB0965  HISTORY     - 1950     MONUMENTED       CGS
 MB0965  HISTORY     - 20060124 MARK NOT FOUND   GEOCAC
 MB0965
 MB0965                          STATION DESCRIPTION
 MB0965
 MB0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0965'2 MI NW FROM COITSVILLE.
 MB0965'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 422 FROM ITS INTERSECTION
 MB0965'WITH STATE HIGHWAY 616, THENCE ABOUT 1.0 MILE NORTH ALONG JACOBS
 MB0965'ROAD, AT THE SOUTH END OF A BRIDGE OVER MC KELVEY LAKE, IN THE
 MB0965'TOP AND CENTER OF THE SOUTHWEST RETAINING WALL, 19 FEET NORTHWEST
 MB0965'OF THE CENTERLINE OF JACOBS ROAD, 13 FEET SOUTHWEST OF THE
 MB0965'SOUTHWEST END OF A STEEL BRIDGE.  A STANDARD DISK CEMENTED IN A
 MB0965'DRILLED HOLE.
 MB0965
 MB0965                          STATION RECOVERY (2006)
 MB0965
 MB0965'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0965'THE BRIDGE AND THE RETAINING WALL WERE REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0591 ***********************************************************************
 MB0591  DESIGNATION -  E 157
 MB0591  PID         -  MB0591
 MB0591  STATE/COUNTY-  OH/MAHONING
 MB0591  USGS QUAD   -  LAKE MILTON (1979)
 MB0591
 MB0591                         *CURRENT SURVEY CONTROL
 MB0591  ___________________________________________________________________
 MB0591* NAD 83(1986)-  41 01 29.     (N)    080 55 33.     (W)     SCALED    
 MB0591* NAVD 88     -       340.229  (meters)    1116.23   (feet)  ADJUSTED  
 MB0591  ___________________________________________________________________
 MB0591  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB0591  DYNAMIC HT  -         340.072 (meters)    1115.72  (feet)  COMP
 MB0591  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 MB0591
 MB0591  VERT ORDER  -  FIRST     CLASS II
 MB0591
 MB0591.The horizontal coordinates were scaled from a topographic map and have
 MB0591.an estimated accuracy of +/- 6 seconds.
 MB0591
 MB0591.The orthometric height was determined by differential leveling
 MB0591.and adjusted by the National Geodetic Survey in June 1991..
 MB0591
 MB0591.The geoid height was determined by GEOID03.
 MB0591
 MB0591.The dynamic height is computed by dividing the NAVD 88
 MB0591.geopotential number by the normal gravity value computed on the
 MB0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0591.degrees latitude (g = 980.6199 gals.).
 MB0591
 MB0591.The modeled gravity was interpolated from observed gravity values.
 MB0591
 MB0591;                    North         East    Units  Estimated Accuracy
 MB0591;SPC OH N     -   152,000.      732,380.      MT  (+/- 180 meters Scaled)
 MB0591
 MB0591                          SUPERSEDED SURVEY CONTROL
 MB0591
 MB0591  NGVD 29 (??/??/92)  340.395  (m)         1116.78   (f) ADJ UNCH    1 2
 MB0591
 MB0591.Superseded values are not recommended for survey control.
 MB0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0591.See file dsdata.txt to determine how the superseded data were derived.
 MB0591
 MB0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF062415(NAD 83)
 MB0591_MARKER: DB = BENCH MARK DISK
 MB0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0591_STAMPING: E 157 1950
 MB0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0591+STABILITY: SURFACE MOTION
 MB0591
 MB0591  HISTORY     - Date     Condition        Report By
 MB0591  HISTORY     - 1950     MONUMENTED       CGS
 MB0591
 MB0591                          STATION DESCRIPTION
 MB0591
 MB0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0591'1.4 MI NE FROM BERLIN CENTER.
 MB0591'ABOUT 1.35 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MB0591'ITS STATION AT BERLIN CENTER AT THE CROSSING OF U.S. HIGHWAY
 MB0591'224 AND ABOUT 2 POLES SOUTHEAST OF MILE-POST 90.  IT IS 18 FEET
 MB0591'SOUTHEAST OF THE SOUTHEAST RAIL, 35.5 FEET NORTH OF THE CENTERLINE
 MB0591'OF THE HIGHWAY, 12.5 FEET NORTHEAST OF THE NORTHEAST END OF A
 MB0591'3 FOOT CONCRETE CULVERT UNDER THE TRACK, 8.5 FEET WEST OF A POLE,
 MB0591'4 FEET SOUTHWEST OF A WHITE WITNESS POST AND ABOUT 1 FOOT BELOW
 MB0591'THE LEVEL OF THE TRACK.  A STANDARD DISK SET IN THE TOP OF A
 MB0591'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0541 ***********************************************************************
 MB0541  DESIGNATION -  E 158
 MB0541  PID         -  MB0541
 MB0541  STATE/COUNTY-  OH/MAHONING
 MB0541  USGS QUAD   -  YOUNGSTOWN (1994)
 MB0541
 MB0541                         *CURRENT SURVEY CONTROL
 MB0541  ___________________________________________________________________
 MB0541* NAD 83(1986)-  41 05 13.     (N)    080 37 42.     (W)     SCALED    
 MB0541* NAVD 88     -       257.892  (meters)     846.10   (feet)  ADJUSTED  
 MB0541  ___________________________________________________________________
 MB0541  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 MB0541  DYNAMIC HT  -         257.772 (meters)     845.71  (feet)  COMP
 MB0541  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 MB0541
 MB0541  VERT ORDER  -  FIRST     CLASS II
 MB0541
 MB0541.The horizontal coordinates were scaled from a topographic map and have
 MB0541.an estimated accuracy of +/- 6 seconds.
 MB0541
 MB0541.The orthometric height was determined by differential leveling
 MB0541.and adjusted by the National Geodetic Survey in June 1991..
 MB0541
 MB0541.The geoid height was determined by GEOID03.
 MB0541
 MB0541.The dynamic height is computed by dividing the NAVD 88
 MB0541.geopotential number by the normal gravity value computed on the
 MB0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0541.degrees latitude (g = 980.6199 gals.).
 MB0541
 MB0541.The modeled gravity was interpolated from observed gravity values.
 MB0541
 MB0541;                    North         East    Units  Estimated Accuracy
 MB0541;SPC OH N     -   159,400.      757,240.      MT  (+/- 180 meters Scaled)
 MB0541
 MB0541                          SUPERSEDED SURVEY CONTROL
 MB0541
 MB0541  NGVD 29 (??/??/92)  258.068  (m)          846.68   (f) ADJ UNCH    1 2
 MB0541
 MB0541.Superseded values are not recommended for survey control.
 MB0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0541.See file dsdata.txt to determine how the superseded data were derived.
 MB0541
 MB0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF312484(NAD 83)
 MB0541_MARKER: DB = BENCH MARK DISK
 MB0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0541_STAMPING: E 158 1950
 MB0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0541+STABILITY: SURFACE MOTION
 MB0541
 MB0541  HISTORY     - Date     Condition        Report By
 MB0541  HISTORY     - 1950     MONUMENTED       CGS
 MB0541
 MB0541                          STATION DESCRIPTION
 MB0541
 MB0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0541'AT YOUNGSTOWN.
 MB0541'ABOUT 0.9 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 MB0541'FROM ITS PASSENGER STATION AT YOUNGSTOWN, NEAR THE SOUTHEAST
 MB0541'END OF A LONG STONE RETAINING WALL.  IT IS 33 FEET EAST OF THE
 MB0541'SOUTHEAST END OF THE RETAINING WALL, 20 FEET NORTHEAST OF THE
 MB0541'NORTHEAST RAIL OF THE NEW YORK CENTRAL TRACK, 14 FEET SOUTHWEST
 MB0541'OF THE CENTERLINE OF A ROAD RUNNING PARALLEL TO THE TRACKS, 28
 MB0541'FEET NORTHWEST OF A POLE, 2 FEET SOUTHEAST OF A WHITE WITNESS
 MB0541'POST, 4 FEET HIGHER THAN THE TRACK AND ABOUT LEVEL WITH THE ROAD.
 MB0541'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 MB0541'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1049 ***********************************************************************
 KY1049  DESIGNATION -  E 159
 KY1049  PID         -  KY1049
 KY1049  STATE/COUNTY-  OH/MAHONING
 KY1049  USGS QUAD   -  DAMASCUS (1994)
 KY1049
 KY1049                         *CURRENT SURVEY CONTROL
 KY1049  ___________________________________________________________________
 KY1049* NAD 83(1986)-  40 55 30.     (N)    080 56 07.     (W)     SCALED    
 KY1049* NAVD 88     -       372.519  (meters)    1222.17   (feet)  ADJUSTED  
 KY1049  ___________________________________________________________________
 KY1049  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY1049  DYNAMIC HT  -         372.342 (meters)    1221.59  (feet)  COMP
 KY1049  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 KY1049
 KY1049  VERT ORDER  -  FIRST     CLASS I
 KY1049
 KY1049.The horizontal coordinates were scaled from a topographic map and have
 KY1049.an estimated accuracy of +/- 6 seconds.
 KY1049
 KY1049.The orthometric height was determined by differential leveling
 KY1049.and adjusted by the National Geodetic Survey in June 1991..
 KY1049.WARNING-Repeat measurements at this control monument indicate possible
 KY1049.vertical movement.
 KY1049
 KY1049.The geoid height was determined by GEOID03.
 KY1049
 KY1049.The dynamic height is computed by dividing the NAVD 88
 KY1049.geopotential number by the normal gravity value computed on the
 KY1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1049.degrees latitude (g = 980.6199 gals.).
 KY1049
 KY1049.The modeled gravity was interpolated from observed gravity values.
 KY1049
 KY1049;                    North         East    Units  Estimated Accuracy
 KY1049;SPC OH N     -   140,920.      731,780.      MT  (+/- 180 meters Scaled)
 KY1049
 KY1049                          SUPERSEDED SURVEY CONTROL
 KY1049
 KY1049  NGVD 29 (??/??/92)  372.680  (m)         1222.70   (f) ADJ UNCH    1 1
 KY1049
 KY1049.Superseded values are not recommended for survey control.
 KY1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1049.See file dsdata.txt to determine how the superseded data were derived.
 KY1049
 KY1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF054304(NAD 83)
 KY1049_MARKER: DB = BENCH MARK DISK
 KY1049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1049_SP_SET: PIER BASE
 KY1049_STAMPING: E 159 1950
 KY1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1049
 KY1049  HISTORY     - Date     Condition        Report By
 KY1049  HISTORY     - 1950     MONUMENTED       CGS
 KY1049  HISTORY     - 1966     GOOD             NGS
 KY1049  HISTORY     - 20060603 MARK NOT FOUND   GEOCAC
 KY1049
 KY1049                          STATION DESCRIPTION
 KY1049
 KY1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1049'3.2 MI E FROM BELOIT.
 KY1049'ABOUT 3.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1049'THE CROSSING OF STATE HIGHWAY 173 AT BELOIT, ABOUT 4.4 MILES
 KY1049'NORTHWEST OF THE STATION AT SALEM, IN SECTION 29, R 4 W, T 17
 KY1049'N, ABOUT 0.4 MILE EAST OF MILEPOST P 75, SET ON THE TOP OF THE
 KY1049'NORTHWEST CORNER OF THE CONCRETE BASE FOR THE SOUTH PIER OF
 KY1049'THE SEACRIST ROAD OVERPASS, 23.2 FEET SOUTH OF THE SOUTH RAIL,
 KY1049'1.9 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE BASE AND 2
 KY1049'FEET ABOVE THE LEVEL OF THE TRACK.
 KY1049
 KY1049                          STATION RECOVERY (2006)
 KY1049
 KY1049'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1049'THE BRIDGE HAS BEEN RECONSTRUCTED. THE CONCRETE BASE FOR THE SOUTH
 KY1049'PIER IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0049 ***********************************************************************
 MD0049  DESIGNATION -  E 16
 MD0049  PID         -  MD0049
 MD0049  STATE/COUNTY-  OH/FULTON
 MD0049  USGS QUAD   -  WAUSEON (1977)
 MD0049
 MD0049                         *CURRENT SURVEY CONTROL
 MD0049  ___________________________________________________________________
 MD0049* NAD 83(1986)-  41 37 02.     (N)    084 09 14.     (W)     SCALED    
 MD0049* NAVD 88     -       240.588  (meters)     789.33   (feet)  ADJUSTED  
 MD0049  ___________________________________________________________________
 MD0049  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 MD0049  DYNAMIC HT  -         240.494 (meters)     789.02  (feet)  COMP
 MD0049  MODELED GRAV-     980,225.4   (mgal)                       NAVD 88
 MD0049
 MD0049  VERT ORDER  -  SECOND    CLASS 0
 MD0049
 MD0049.The horizontal coordinates were scaled from a topographic map and have
 MD0049.an estimated accuracy of +/- 6 seconds.
 MD0049
 MD0049.The orthometric height was determined by differential leveling
 MD0049.and adjusted by the National Geodetic Survey in June 1991..
 MD0049
 MD0049.The geoid height was determined by GEOID03.
 MD0049
 MD0049.The dynamic height is computed by dividing the NAVD 88
 MD0049.geopotential number by the normal gravity value computed on the
 MD0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0049.degrees latitude (g = 980.6199 gals.).
 MD0049
 MD0049.The modeled gravity was interpolated from observed gravity values.
 MD0049
 MD0049;                    North         East    Units  Estimated Accuracy
 MD0049;SPC OH N     -   217,910.      462,170.      MT  (+/- 180 meters Scaled)
 MD0049
 MD0049                          SUPERSEDED SURVEY CONTROL
 MD0049
 MD0049  NGVD 29 (??/??/92)  240.763  (m)          789.90   (f) ADJ UNCH    2 0
 MD0049
 MD0049.Superseded values are not recommended for survey control.
 MD0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0049.See file dsdata.txt to determine how the superseded data were derived.
 MD0049
 MD0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM371111(NAD 83)
 MD0049_MARKER: DB = BENCH MARK DISK
 MD0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0049_STAMPING: E 16 1934
 MD0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0049+STABILITY: SURFACE MOTION
 MD0049
 MD0049  HISTORY     - Date     Condition        Report By
 MD0049  HISTORY     - 1934     MONUMENTED       CGS
 MD0049  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MD0049  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MD0049
 MD0049                          STATION DESCRIPTION
 MD0049
 MD0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0049'3.7 MI S FROM OAK SHADE.
 MD0049'3.7 MILES SOUTH ALONG THE DETROIT, TOLEDO AND IRONTON RAILROAD
 MD0049'FROM THE STATION AT OAK SHADE, FULTON COUNTY, ABOUT 14 YARDS
 MD0049'SOUTHWEST OF THE CROSSING OF THE WEST RAIL AND THE CENTERLINE OF
 MD0049'THE ROAD, 10 FEET WEST OF THE WEST RAIL, AND 13 FEET EAST OF A
 MD0049'WIRE FENCE.  A STANDARD DISK, STAMPED E 16 1934 AND SET IN THE
 MD0049'TOP OF A CONCRETE POST.
 MD0049
 MD0049                          STATION RECOVERY (1985)
 MD0049
 MD0049'RECOVERY NOTE BY US POWER SQUADRON 1985 (CS)
 MD0049'MARK NOT FOUND.
 MD0049
 MD0049                          STATION RECOVERY (1985)
 MD0049
 MD0049'RECOVERY NOTE BY US POWER SQUADRON 1985
 MD0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1012 ***********************************************************************
 KY1012  DESIGNATION -  E 160
 KY1012  PID         -  KY1012
 KY1012  STATE/COUNTY-  OH/COLUMBIANA
 KY1012  USGS QUAD   -  EAST PALESTINE (1994)
 KY1012
 KY1012                         *CURRENT SURVEY CONTROL
 KY1012  ___________________________________________________________________
 KY1012* NAD 83(1986)-  40 49 54.     (N)    080 34 22.     (W)     SCALED    
 KY1012* NAVD 88     -       327.718  (meters)    1075.19   (feet)  ADJUSTED  
 KY1012  ___________________________________________________________________
 KY1012  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KY1012  DYNAMIC HT  -         327.555 (meters)    1074.65  (feet)  COMP
 KY1012  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 KY1012
 KY1012  VERT ORDER  -  FIRST     CLASS I
 KY1012
 KY1012.The horizontal coordinates were scaled from a topographic map and have
 KY1012.an estimated accuracy of +/- 6 seconds.
 KY1012
 KY1012.The orthometric height was determined by differential leveling
 KY1012.and adjusted by the National Geodetic Survey in June 1991..
 KY1012
 KY1012.The geoid height was determined by GEOID03.
 KY1012
 KY1012.The dynamic height is computed by dividing the NAVD 88
 KY1012.geopotential number by the normal gravity value computed on the
 KY1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1012.degrees latitude (g = 980.6199 gals.).
 KY1012
 KY1012.The modeled gravity was interpolated from observed gravity values.
 KY1012
 KY1012;                    North         East    Units  Estimated Accuracy
 KY1012;SPC OH N     -   131,160.      762,540.      MT  (+/- 180 meters Scaled)
 KY1012
 KY1012                          SUPERSEDED SURVEY CONTROL
 KY1012
 KY1012  NGVD 29 (??/??/92)  327.851  (m)         1075.62   (f) ADJ UNCH    1 1
 KY1012
 KY1012.Superseded values are not recommended for survey control.
 KY1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1012.See file dsdata.txt to determine how the superseded data were derived.
 KY1012
 KY1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF360201(NAD 83)
 KY1012_MARKER: DB = BENCH MARK DISK
 KY1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1012_STAMPING: E 160 1950
 KY1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1012+STABILITY: SURFACE MOTION
 KY1012
 KY1012  HISTORY     - Date     Condition        Report By
 KY1012  HISTORY     - 1950     MONUMENTED       CGS
 KY1012  HISTORY     - 1966     GOOD             NGS
 KY1012
 KY1012                          STATION DESCRIPTION
 KY1012
 KY1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1012'1.9 MI W FROM EAST PALESTINE.
 KY1012'ABOUT 1.9 MILES WEST ALONG THE PENNSYLVANIA RAIRLOAD FROM THE
 KY1012'STATION AT EAST PALESTINE, ABOUT 0.2 MILE EAST OF MILEPOST P 52,
 KY1012'52 FEET WEST OF THE WEST END OF THE SOUTH WOODEN PIER FROM A BLACK
 KY1012'TOPPED ROAD OVERPASS OVER THE TRACKS, 31.3 FEET SOUTH OF THE SOUTH
 KY1012'RAIL OF THE NEAR TRACK, 77 1/2 FEET NORTH OF THE CENTER LINE OF
 KY1012'STATE HIGHWAYS 46 AND 558, 1.3 FEET EAST OF A METAL WITNESS POST,
 KY1012'4 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 KY1012'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0641 ***********************************************************************
 MB0641  DESIGNATION -  E 161
 MB0641  PID         -  MB0641
 MB0641  STATE/COUNTY-  OH/TRUMBULL
 MB0641  USGS QUAD   -  BRISTOLVILLE (1994)
 MB0641
 MB0641                         *CURRENT SURVEY CONTROL
 MB0641  ___________________________________________________________________
 MB0641* NAD 83(1986)-  41 29 34.     (N)    080 52 06.     (W)     SCALED    
 MB0641* NAVD 88     -       277.579  (meters)     910.69   (feet)  ADJUSTED  
 MB0641  ___________________________________________________________________
 MB0641  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB0641  DYNAMIC HT  -         277.469 (meters)     910.33  (feet)  COMP
 MB0641  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 MB0641
 MB0641  VERT ORDER  -  SECOND    CLASS 0
 MB0641
 MB0641.The horizontal coordinates were scaled from a topographic map and have
 MB0641.an estimated accuracy of +/- 6 seconds.
 MB0641
 MB0641.The orthometric height was determined by differential leveling
 MB0641.and adjusted by the National Geodetic Survey in June 1991..
 MB0641
 MB0641.The geoid height was determined by GEOID03.
 MB0641
 MB0641.The dynamic height is computed by dividing the NAVD 88
 MB0641.geopotential number by the normal gravity value computed on the
 MB0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0641.degrees latitude (g = 980.6199 gals.).
 MB0641
 MB0641.The modeled gravity was interpolated from observed gravity values.
 MB0641
 MB0641;                    North         East    Units  Estimated Accuracy
 MB0641;SPC OH N     -   204,060.      736,240.      MT  (+/- 180 meters Scaled)
 MB0641
 MB0641                          SUPERSEDED SURVEY CONTROL
 MB0641
 MB0641  NGVD 29 (??/??/92)  277.763  (m)          911.29   (f) ADJ UNCH    2 0
 MB0641
 MB0641.Superseded values are not recommended for survey control.
 MB0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0641.See file dsdata.txt to determine how the superseded data were derived.
 MB0641
 MB0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF109934(NAD 83)
 MB0641_MARKER: DB = BENCH MARK DISK
 MB0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0641_STAMPING: E 161 1950
 MB0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0641+STABILITY: SURFACE MOTION
 MB0641
 MB0641  HISTORY     - Date     Condition        Report By
 MB0641  HISTORY     - 1950     MONUMENTED       CGS
 MB0641  HISTORY     - 19900706 MARK NOT FOUND   OHDT
 MB0641
 MB0641                          STATION DESCRIPTION
 MB0641
 MB0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0641'2.1 MI N FROM NORTH BLOOMFIELD.
 MB0641'ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE SOUTH END
 MB0641'OF THE PARK AT NORTH BLOOMFIELD, IN THE NORTHEAST CORNER OF A
 MB0641'FARM YARD.  IT IS 23 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 MB0641'9 FEET NORTH OF A POWER LINE POLE, 3.5 FEET SOUTH OF A WHITE
 MB0641'WITNESS POST AND 1 FOOT LOWER THAN THE LEVEL OF THE HIGHWAY.  A
 MB0641'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 MB0641'INCHES.  THIS MARK IS ALSO ABOUT 2.9 MILES SOUTH ALONG STATE
 MB0641'HIGHWAY 45 FROM ITS INTERSECTION WITH U.S. HIGHWAY 322 AT
 MB0641'ORWELL, ASHTABULA COUNTY.
 MB0641
 MB0641                          STATION RECOVERY (1990)
 MB0641
 MB0641'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (JF)
 MB0641'------ REPORT BY ODOT ---------1990--------- CONDITION - UNKNOWN ----
 MB0641'NOTE*UNABLE TO RECOVER.PULLED ALL DISTANCES GIVEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0657 ***********************************************************************
 MB0657  DESIGNATION -  E 163
 MB0657  PID         -  MB0657
 MB0657  STATE/COUNTY-  OH/TRUMBULL
 MB0657  USGS QUAD   -  SOUTHINGTON (1994)
 MB0657
 MB0657                         *CURRENT SURVEY CONTROL
 MB0657  ___________________________________________________________________
 MB0657* NAD 83(1986)-  41 20 53.     (N)    080 57 16.     (W)     SCALED    
 MB0657* NAVD 88     -       256.943  (meters)     842.99   (feet)  ADJUSTED  
 MB0657  ___________________________________________________________________
 MB0657  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB0657  DYNAMIC HT  -         256.835 (meters)     842.63  (feet)  COMP
 MB0657  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 MB0657
 MB0657  VERT ORDER  -  SECOND    CLASS 0
 MB0657
 MB0657.The horizontal coordinates were scaled from a topographic map and have
 MB0657.an estimated accuracy of +/- 6 seconds.
 MB0657
 MB0657.The orthometric height was determined by differential leveling
 MB0657.and adjusted by the National Geodetic Survey in June 1991..
 MB0657
 MB0657.The geoid height was determined by GEOID03.
 MB0657
 MB0657.The dynamic height is computed by dividing the NAVD 88
 MB0657.geopotential number by the normal gravity value computed on the
 MB0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0657.degrees latitude (g = 980.6199 gals.).
 MB0657
 MB0657.The modeled gravity was interpolated from observed gravity values.
 MB0657
 MB0657;                    North         East    Units  Estimated Accuracy
 MB0657;SPC OH N     -   187,860.      729,340.      MT  (+/- 180 meters Scaled)
 MB0657
 MB0657                          SUPERSEDED SURVEY CONTROL
 MB0657
 MB0657  NGVD 29 (??/??/92)  257.118  (m)          843.56   (f) ADJ UNCH    2 0
 MB0657
 MB0657.Superseded values are not recommended for survey control.
 MB0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0657.See file dsdata.txt to determine how the superseded data were derived.
 MB0657
 MB0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF038773(NAD 83)
 MB0657_MARKER: DB = BENCH MARK DISK
 MB0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0657_SP_SET: CULVERT
 MB0657_STAMPING: E 163 1950
 MB0657_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0657
 MB0657  HISTORY     - Date     Condition        Report By
 MB0657  HISTORY     - 1950     MONUMENTED       CGS
 MB0657  HISTORY     - 19890101 GOOD             OHDT
 MB0657  HISTORY     - 19970920 GOOD             USPSQD
 MB0657
 MB0657                          STATION DESCRIPTION
 MB0657
 MB0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0657'2.8 MI S FROM FARMINGTON.
 MB0657'ABOUT 2.8 MILE SOUTH ALONG STATE ROUTE 534 FROM ITS INTERSECTION
 MB0657'WITH STATE ROUTE 88 AT AN EAST-WEST CROSS ROAD AND IN THE CENTER
 MB0657'OF THE WEST CONCRETE HEADWALL OF A CULVERT.  IT IS 20.5 FEET
 MB0657'NORTH OF THE CENTERLINE OF THE ROAD AND 17 FEET WEST OF THE
 MB0657'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK SET IN A DRIL HOLE.
 MB0657
 MB0657                          STATION RECOVERY (1989)
 MB0657
 MB0657'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 MB0657'RECOVERED IN GOOD CONDITION.
 MB0657
 MB0657                          STATION RECOVERY (1997)
 MB0657
 MB0657'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0219 ***********************************************************************
 LA0219  DESIGNATION -  E 164
 LA0219  PID         -  LA0219
 LA0219  STATE/COUNTY-  OH/MIAMI
 LA0219  USGS QUAD   -  TROY (1984)
 LA0219
 LA0219                         *CURRENT SURVEY CONTROL
 LA0219  ___________________________________________________________________
 LA0219* NAD 83(1986)-  40 01 08.     (N)    084 11 53.     (W)     SCALED    
 LA0219* NAVD 88     -       251.106  (meters)     823.84   (feet)  ADJUSTED  
 LA0219  ___________________________________________________________________
 LA0219  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LA0219  DYNAMIC HT  -         250.974 (meters)     823.40  (feet)  COMP
 LA0219  MODELED GRAV-     980,096.8   (mgal)                       NAVD 88
 LA0219
 LA0219  VERT ORDER  -  FIRST     CLASS II
 LA0219
 LA0219.The horizontal coordinates were scaled from a topographic map and have
 LA0219.an estimated accuracy of +/- 6 seconds.
 LA0219
 LA0219.The orthometric height was determined by differential leveling
 LA0219.and adjusted by the National Geodetic Survey in June 1991..
 LA0219
 LA0219.The geoid height was determined by GEOID03.
 LA0219
 LA0219.The dynamic height is computed by dividing the NAVD 88
 LA0219.geopotential number by the normal gravity value computed on the
 LA0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0219.degrees latitude (g = 980.6199 gals.).
 LA0219
 LA0219.The modeled gravity was interpolated from observed gravity values.
 LA0219
 LA0219;                    North         East    Units  Estimated Accuracy
 LA0219;SPC OH S     -   225,490.      455,050.      MT  (+/- 180 meters Scaled)
 LA0219
 LA0219                          SUPERSEDED SURVEY CONTROL
 LA0219
 LA0219  NGVD 29 (??/??/92)  251.292  (m)          824.45   (f) ADJ UNCH    1 2
 LA0219
 LA0219.Superseded values are not recommended for survey control.
 LA0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0219.See file dsdata.txt to determine how the superseded data were derived.
 LA0219
 LA0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK391336(NAD 83)
 LA0219_MARKER: DB = BENCH MARK DISK
 LA0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0219_STAMPING: E 164 1954
 LA0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0219+STABILITY: SURFACE MOTION
 LA0219
 LA0219  HISTORY     - Date     Condition        Report By
 LA0219  HISTORY     - 1954     MONUMENTED       CGS
 LA0219  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 LA0219
 LA0219                          STATION DESCRIPTION
 LA0219
 LA0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0219'1 MI S FROM TROY.
 LA0219'ABOUT 1.0 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0219'THE STATION AT TROY, AT THE CROSSING OF DYE MILL ROAD, WEST AND
 LA0219'ACROSS TRACKS FROM TELEPHONE POLE NO. 78/12, 28 FEET WEST OF
 LA0219'WEST RAIL OF WEST TRACK, 41 FEET WEST OF WEST RAIL OF MAIN
 LA0219'TRACK, 102 FEET NORTH OF CENTER LINE OF DYE MILL ROAD, 1 FOOT
 LA0219'EAST OF A FENCE LINE, 59 FEET EAST OF NORTHEAST CORNER OF A
 LA0219'WHITE FRAME HOUSE AND IN LINE WITH EXTENDED NORTH FACE OF HOUSE,
 LA0219'85 1/2 FEET NORTH OF A FENCE CORNER, 115 1/2 FEET NORTH AND
 LA0219'ACROSS ROAD FROM POWER POLE NO. 113844 - 511, 2 FEET NORTH OF
 LA0219'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 LA0219'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA0219
 LA0219                          STATION RECOVERY (1980)
 LA0219
 LA0219'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 LA0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0191 ***********************************************************************
 LA0191  DESIGNATION -  E 165
 LA0191  PID         -  LA0191
 LA0191  STATE/COUNTY-  OH/MIAMI
 LA0191  USGS QUAD   -  PIQUA EAST (1984)
 LA0191
 LA0191                         *CURRENT SURVEY CONTROL
 LA0191  ___________________________________________________________________
 LA0191* NAD 83(1986)-  40 09 06.     (N)    084 13 38.     (W)     SCALED    
 LA0191* NAVD 88     -       273.629  (meters)     897.73   (feet)  ADJUSTED  
 LA0191  ___________________________________________________________________
 LA0191  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LA0191  DYNAMIC HT  -         273.493 (meters)     897.28  (feet)  COMP
 LA0191  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 LA0191
 LA0191  VERT ORDER  -  FIRST     CLASS II
 LA0191
 LA0191.The horizontal coordinates were scaled from a topographic map and have
 LA0191.an estimated accuracy of +/- 6 seconds.
 LA0191
 LA0191.The orthometric height was determined by differential leveling
 LA0191.and adjusted by the National Geodetic Survey in June 1991..
 LA0191
 LA0191.The geoid height was determined by GEOID03.
 LA0191
 LA0191.The dynamic height is computed by dividing the NAVD 88
 LA0191.geopotential number by the normal gravity value computed on the
 LA0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0191.degrees latitude (g = 980.6199 gals.).
 LA0191
 LA0191.The modeled gravity was interpolated from observed gravity values.
 LA0191
 LA0191;                    North         East    Units  Estimated Accuracy
 LA0191;SPC OH S     -   240,280.      452,840.      MT  (+/- 180 meters Scaled)
 LA0191
 LA0191                          SUPERSEDED SURVEY CONTROL
 LA0191
 LA0191  NGVD 29 (??/??/92)  273.821  (m)          898.36   (f) ADJ UNCH    1 2
 LA0191
 LA0191.Superseded values are not recommended for survey control.
 LA0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0191.See file dsdata.txt to determine how the superseded data were derived.
 LA0191
 LA0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK361482(NAD 83)
 LA0191_MARKER: DB = BENCH MARK DISK
 LA0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0191_SP_SET: BRIDGE SEAT
 LA0191_STAMPING: E 165 1954
 LA0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0191
 LA0191  HISTORY     - Date     Condition        Report By
 LA0191  HISTORY     - 1954     MONUMENTED       CGS
 LA0191  HISTORY     - 1979     GOOD             DOD
 LA0191
 LA0191                          STATION DESCRIPTION
 LA0191
 LA0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0191'0.4 MI N FROM PIQUA.
 LA0191'ABOUT 0.4 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0191'FROM THE STATION AT PIQUA, NEAR TELEPHONE POLE NO. 87/33, IN
 LA0191'THE TOP OF THE NORTHEAST END OF THE NORTHWEST BRIDGE SEAT OF
 LA0191'RAILROAD OVERPASS NO. 877 OVER U.S. HIGHWAY 36, 12 FEET NORTHEAST
 LA0191'OF NORTHEAST RAIL AND ABOUT 6 FEET BELOW LEVEL OF TRACK.
 LA0191
 LA0191                          STATION RECOVERY (1979)
 LA0191
 LA0191'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 LA0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0192 ***********************************************************************
 LA0192  DESIGNATION -  E 165 RESET
 LA0192  PID         -  LA0192
 LA0192  STATE/COUNTY-  OH/MIAMI
 LA0192  USGS QUAD   -  PIQUA EAST (1984)
 LA0192
 LA0192                         *CURRENT SURVEY CONTROL
 LA0192  ___________________________________________________________________
 LA0192* NAD 83(1986)-  40 09 06.     (N)    084 13 38.     (W)     SCALED    
 LA0192* NAVD 88     -       276.233  (meters)     906.27   (feet)  ADJUSTED  
 LA0192  ___________________________________________________________________
 LA0192  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LA0192  DYNAMIC HT  -         276.095 (meters)     905.82  (feet)  COMP
 LA0192  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 LA0192
 LA0192  VERT ORDER  -  FIRST     CLASS II
 LA0192
 LA0192.The horizontal coordinates were scaled from a topographic map and have
 LA0192.an estimated accuracy of +/- 6 seconds.
 LA0192
 LA0192.The orthometric height was determined by differential leveling
 LA0192.and adjusted by the National Geodetic Survey in January 1994..
 LA0192
 LA0192.The geoid height was determined by GEOID03.
 LA0192
 LA0192.The dynamic height is computed by dividing the NAVD 88
 LA0192.geopotential number by the normal gravity value computed on the
 LA0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0192.degrees latitude (g = 980.6199 gals.).
 LA0192
 LA0192.The modeled gravity was interpolated from observed gravity values.
 LA0192
 LA0192;                    North         East    Units  Estimated Accuracy
 LA0192;SPC OH S     -   240,280.      452,840.      MT  (+/- 180 meters Scaled)
 LA0192
 LA0192                          SUPERSEDED SURVEY CONTROL
 LA0192
 LA0192  NGVD 29 (??/??/??)  276.43   (m)          906.9    (f) RESET       3  
 LA0192
 LA0192.Superseded values are not recommended for survey control.
 LA0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0192.See file dsdata.txt to determine how the superseded data were derived.
 LA0192
 LA0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK361482(NAD 83)
 LA0192_MARKER: DB = BENCH MARK DISK
 LA0192_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LA0192_SP_SET: OVERPASS ABUTMENT
 LA0192_STAMPING: E 165-1954 RESET-1964
 LA0192_MARK LOGO: CGS   
 LA0192_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0192+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 LA0192
 LA0192  HISTORY     - Date     Condition        Report By
 LA0192  HISTORY     - 1964     MONUMENTED       OHHD
 LA0192  HISTORY     - 19930622 GOOD             NGS
 LA0192
 LA0192                          STATION DESCRIPTION
 LA0192
 LA0192'DESCRIBED BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1964
 LA0192'0.4 MI N FROM PIQUA.
 LA0192'ABOUT 0.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0192'FROM THE STATION AT PIQUA, AT RAILROAD OVERPASS NO. (HWY DEPT.
 LA0192'NO. MIA-36-1144 OVER U.S. HIGHWAY 36, IN THE NORTHEAST ABUTMENT
 LA0192'PYLON OF THE NORTH ABUTMENT, 11.5 FT EAST OF NORTHEAST RAIL, AND
 LA0192'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 LA0192
 LA0192                          STATION RECOVERY (1993)
 LA0192
 LA0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0192'IN PIQUA, AT THE INTERSECTION OF U.S. HIGHWAY 36 AND THE CHESSIE
 LA0192'SYSTEM RAILROAD, NEAR THE CENTER OF THE NORTHEAST CONCRETE ABUTMENT
 LA0192'PARAPET OF THE RAILROAD OVERPASS OF THE HIGHWAY, 11.8 M (38.7 FT)
 LA0192'NORTH OF THE HIGHWAY CENTERLINE, 3.8 M (12.5 FT) EAST OF THE NEAR
 LA0192'RAIL, AND LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0148 ***********************************************************************
 LA0148  DESIGNATION -  E 166
 LA0148  PID         -  LA0148
 LA0148  STATE/COUNTY-  OH/SHELBY
 LA0148  USGS QUAD   -  BOTKINS (1984)
 LA0148
 LA0148                         *CURRENT SURVEY CONTROL
 LA0148  ___________________________________________________________________
 LA0148* NAD 83(1986)-  40 25 26.     (N)    084 10 51.     (W)     SCALED    
 LA0148* NAVD 88     -       309.451  (meters)    1015.26   (feet)  ADJUSTED  
 LA0148  ___________________________________________________________________
 LA0148  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 LA0148  DYNAMIC HT  -         309.299 (meters)    1014.76  (feet)  COMP
 LA0148  MODELED GRAV-     980,124.0   (mgal)                       NAVD 88
 LA0148
 LA0148  VERT ORDER  -  FIRST     CLASS II
 LA0148
 LA0148.The horizontal coordinates were scaled from a topographic map and have
 LA0148.an estimated accuracy of +/- 6 seconds.
 LA0148
 LA0148.The orthometric height was determined by differential leveling
 LA0148.and adjusted by the National Geodetic Survey in June 1991..
 LA0148
 LA0148.The geoid height was determined by GEOID03.
 LA0148
 LA0148.The dynamic height is computed by dividing the NAVD 88
 LA0148.geopotential number by the normal gravity value computed on the
 LA0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0148.degrees latitude (g = 980.6199 gals.).
 LA0148
 LA0148.The modeled gravity was interpolated from observed gravity values.
 LA0148
 LA0148;                    North         East    Units  Estimated Accuracy
 LA0148;SPC OH N     -    85,460.      457,370.      MT  (+/- 180 meters Scaled)
 LA0148
 LA0148                          SUPERSEDED SURVEY CONTROL
 LA0148
 LA0148  NGVD 29 (??/??/92)  309.631  (m)         1015.85   (f) ADJ UNCH    1 2
 LA0148
 LA0148.Superseded values are not recommended for survey control.
 LA0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0148.See file dsdata.txt to determine how the superseded data were derived.
 LA0148
 LA0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK391786(NAD 83)
 LA0148_MARKER: DB = BENCH MARK DISK
 LA0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0148_SP_SET: CONCRETE POST
 LA0148_STAMPING: E 166 1954
 LA0148_MARK LOGO: CGS   
 LA0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0148+STABILITY: SURFACE MOTION
 LA0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0148+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0148
 LA0148  HISTORY     - Date     Condition        Report By
 LA0148  HISTORY     - 1954     MONUMENTED       CGS
 LA0148  HISTORY     - 19930708 GOOD             NGS
 LA0148
 LA0148                          STATION DESCRIPTION
 LA0148
 LA0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0148'3 MI S FROM BOTKINS.
 LA0148'ABOUT 3.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0148'FROM THE STATION AT BOTKINS, ABOUT 2.0 MILES NORTH OF CROSSING
 LA0148'OF STATE HIGHWAY 119 AT ANNA, AT AN EAST-WEST GRAVEL ROAD
 LA0148'CROSSING, 46 FEET EAST OF EAST RAIL, 51 FEET SOUTH OF CENTER LINE
 LA0148'OF ROAD, 11 1/2 FEET EAST-NORTHEAST OF TELEPHONE POLE NO. 107/19,
 LA0148'1 FOOT WEST OF A FENCE LINE, 73 FEET SOUTHEAST OF CENTER OF
 LA0148'CROSSING, 51 FEET SOUTHEAST OF CROSSING WARNING SIGN NO. 7428, 33
 LA0148'FEET SOUTH OF A FENCE CORNER, 2 FEET NORTH OF A WHITE WOODEN
 LA0148'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF
 LA0148'A CONCRETE POST PROJECTING 3 INCHES.
 LA0148
 LA0148                          STATION RECOVERY (1993)
 LA0148
 LA0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0148'14.6 M (47.9 FT) SOUTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 LA0148'JUNCTION OF U.S. HIGHWAY 33 IN WAPAKONETA, 15.8 M (51.8 FT) SOUTH OF
 LA0148'THE CENTER OF AMSTERDAM ROAD, 13.8 M (45.3 FT) EAST OF THE NEAR RAIL,
 LA0148'3.1 M (10.2 FT) NORTHEAST OF A UTILITY POLE, 0.4 M (1.3 FT) WEST OF A
 LA0148'FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT)
 LA0148'NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 LA0148'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0082 ***********************************************************************
 LA0082  DESIGNATION -  E 167
 LA0082  PID         -  LA0082
 LA0082  STATE/COUNTY-  OH/ALLEN
 LA0082  USGS QUAD   -  CRIDERSVILLE (1983)
 LA0082
 LA0082                         *CURRENT SURVEY CONTROL
 LA0082  ___________________________________________________________________
 LA0082* NAD 83(1986)-  40 40 14.     (N)    084 08 04.     (W)     SCALED    
 LA0082* NAVD 88     -       264.200  (meters)     866.80   (feet)  ADJUSTED  
 LA0082  ___________________________________________________________________
 LA0082  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 LA0082  DYNAMIC HT  -         264.069 (meters)     866.37  (feet)  COMP
 LA0082  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 LA0082
 LA0082  VERT ORDER  -  FIRST     CLASS II
 LA0082
 LA0082.The horizontal coordinates were scaled from a topographic map and have
 LA0082.an estimated accuracy of +/- 6 seconds.
 LA0082
 LA0082.The orthometric height was determined by differential leveling
 LA0082.and adjusted by the National Geodetic Survey in June 1991..
 LA0082
 LA0082.The geoid height was determined by GEOID03.
 LA0082
 LA0082.The dynamic height is computed by dividing the NAVD 88
 LA0082.geopotential number by the normal gravity value computed on the
 LA0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0082.degrees latitude (g = 980.6199 gals.).
 LA0082
 LA0082.The modeled gravity was interpolated from observed gravity values.
 LA0082
 LA0082;                    North         East    Units  Estimated Accuracy
 LA0082;SPC OH N     -   112,770.      461,820.      MT  (+/- 180 meters Scaled)
 LA0082
 LA0082                          SUPERSEDED SURVEY CONTROL
 LA0082
 LA0082  NGVD 29 (??/??/92)  264.372  (m)          867.36   (f) ADJ UNCH    1 2
 LA0082
 LA0082.Superseded values are not recommended for survey control.
 LA0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0082.See file dsdata.txt to determine how the superseded data were derived.
 LA0082
 LA0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL422061(NAD 83)
 LA0082_MARKER: DB = BENCH MARK DISK
 LA0082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LA0082_SP_SET: BRIDGE ABUTMENT
 LA0082_STAMPING: E 167 1954
 LA0082_MARK LOGO: CGS   
 LA0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0082+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0082
 LA0082  HISTORY     - Date     Condition        Report By
 LA0082  HISTORY     - 1954     MONUMENTED       CGS
 LA0082  HISTORY     - 19930708 GOOD             NGS
 LA0082
 LA0082                          STATION DESCRIPTION
 LA0082
 LA0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0082'5.2 MI S FROM LIMA.
 LA0082'ABOUT 5.25 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0082'THE STATION AT LIMA, ABOUT 130 YARDS NORTH OF OVERPASS OF U.S.
 LA0082'HIGHWAY 25 OVER THE TRACK, NEAR TELEPHONE POLE NO. 125/09, IN
 LA0082'THE TOP OF THE WEST END OF THE BRIDGE SEAT OF THE NORTH ABUTMENT
 LA0082'OF RAILROAD BRIDGE NO. 125.2 OVER LITTLE OTTAWA RIVER, 15 1/2 FEET
 LA0082'WEST OF WEST RAIL, AND ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK.
 LA0082
 LA0082                          STATION RECOVERY (1993)
 LA0082
 LA0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0082'6.6 KM (4.10 MI) SOUTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 LA0082'JUNCTION OF STATE HIGHWAY 117 IN LIMA, IN TOP OF AND 0.3 M (1.0 FT)
 LA0082'EAST OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE RAILROAD
 LA0082'BRIDGE SPANNING THE LITTLE OTTAWA RIVER, 4.8 M (15.7 FT) NORTHWEST OF
 LA0082'THE NEAR RAIL, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE TRACK, AND 0.6 M
 LA0082'(2.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0033 ***********************************************************************
 LA0033  DESIGNATION -  E 168
 LA0033  PID         -  LA0033
 LA0033  STATE/COUNTY-  OH/ALLEN
 LA0033  USGS QUAD   -  CAIRO (1983)
 LA0033
 LA0033                         *CURRENT SURVEY CONTROL
 LA0033  ___________________________________________________________________
 LA0033* NAD 83(1986)-  40 48 11.     (N)    084 05 18.     (W)     SCALED    
 LA0033* NAVD 88     -       256.862  (meters)     842.72   (feet)  ADJUSTED  
 LA0033  ___________________________________________________________________
 LA0033  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 LA0033  DYNAMIC HT  -         256.737 (meters)     842.31  (feet)  COMP
 LA0033  MODELED GRAV-     980,132.7   (mgal)                       NAVD 88
 LA0033
 LA0033  VERT ORDER  -  FIRST     CLASS II
 LA0033
 LA0033.The horizontal coordinates were scaled from a topographic map and have
 LA0033.an estimated accuracy of +/- 6 seconds.
 LA0033
 LA0033.The orthometric height was determined by differential leveling
 LA0033.and adjusted by the National Geodetic Survey in June 1991..
 LA0033
 LA0033.The geoid height was determined by GEOID03.
 LA0033
 LA0033.The dynamic height is computed by dividing the NAVD 88
 LA0033.geopotential number by the normal gravity value computed on the
 LA0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0033.degrees latitude (g = 980.6199 gals.).
 LA0033
 LA0033.The modeled gravity was interpolated from observed gravity values.
 LA0033
 LA0033;                    North         East    Units  Estimated Accuracy
 LA0033;SPC OH N     -   127,410.      465,980.      MT  (+/- 180 meters Scaled)
 LA0033
 LA0033                          SUPERSEDED SURVEY CONTROL
 LA0033
 LA0033  NGVD 29 (??/??/92)  257.031  (m)          843.28   (f) ADJ UNCH    1 2
 LA0033
 LA0033.Superseded values are not recommended for survey control.
 LA0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0033.See file dsdata.txt to determine how the superseded data were derived.
 LA0033
 LA0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL456209(NAD 83)
 LA0033_MARKER: DB = BENCH MARK DISK
 LA0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0033_SP_SET: CONCRETE POST
 LA0033_STAMPING: E 168 1954
 LA0033_MARK LOGO: CGS   
 LA0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0033+STABILITY: SURFACE MOTION
 LA0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0033+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0033
 LA0033  HISTORY     - Date     Condition        Report By
 LA0033  HISTORY     - 1954     MONUMENTED       CGS
 LA0033  HISTORY     - 19930708 GOOD             NGS
 LA0033
 LA0033                          STATION DESCRIPTION
 LA0033
 LA0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0033'4.2 MI N FROM LIMA.
 LA0033'ABOUT 4.15 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0033'THE STATION AT LIMA, AT CROSSING OF LUTZ ROAD, 37 FEET EAST OF
 LA0033'EAST RAIL OF EAST TRACK OF THE B. AND O. RR, 38.8 FEET WEST OF
 LA0033'WEST RAIL OF THE DETROIT, TOLEDO AND IRONTON RAILROAD, 89 FEET
 LA0033'NORTH OF CENTER LINE LUTZ ROAD, 7 FEET NORTH OF TELEPHONE POLE
 LA0033'NO. 134/31, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0033'1/2 FOOT BELOW LEVEL OF B. AND O. RR AND SET IN THE TOP OF A
 LA0033'CONCRETE POST PROJECTING 4 INCHES.
 LA0033
 LA0033                          STATION RECOVERY (1993)
 LA0033
 LA0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0033'7.4 KM (4.60 MI) NORTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 LA0033'JUNCTION OF STATE HIGHWAY 117 IN LIMA, 30.1 M (98.8 FT) NORTH OF THE
 LA0033'CENTER OF LUTZ ROAD, 11.6 M (38.1 FT) EAST OF THE NEAR RAIL, 2.1 M
 LA0033'(6.9 FT) NORTH OF A UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 LA0033'THE TRACK, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 LA0033'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 LA0033'HAS BEEN HIT AND IS LEANING, BUT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0207 ***********************************************************************
 MD0207  DESIGNATION -  E 169
 MD0207  PID         -  MD0207
 MD0207  STATE/COUNTY-  OH/PUTNAM
 MD0207  USGS QUAD   -  OTTAWA (1977)
 MD0207
 MD0207                         *CURRENT SURVEY CONTROL
 MD0207  ___________________________________________________________________
 MD0207* NAD 83(1986)-  41 02 24.     (N)    084 01 40.     (W)     SCALED    
 MD0207* NAVD 88     -       226.769  (meters)     743.99   (feet)  ADJUSTED  
 MD0207  ___________________________________________________________________
 MD0207  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MD0207  DYNAMIC HT  -         226.661 (meters)     743.64  (feet)  COMP
 MD0207  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 MD0207
 MD0207  VERT ORDER  -  FIRST     CLASS II
 MD0207
 MD0207.The horizontal coordinates were scaled from a topographic map and have
 MD0207.an estimated accuracy of +/- 6 seconds.
 MD0207
 MD0207.The orthometric height was determined by differential leveling
 MD0207.and adjusted by the National Geodetic Survey in June 1991..
 MD0207
 MD0207.The geoid height was determined by GEOID03.
 MD0207
 MD0207.The dynamic height is computed by dividing the NAVD 88
 MD0207.geopotential number by the normal gravity value computed on the
 MD0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0207.degrees latitude (g = 980.6199 gals.).
 MD0207
 MD0207.The modeled gravity was interpolated from observed gravity values.
 MD0207
 MD0207;                    North         East    Units  Estimated Accuracy
 MD0207;SPC OH N     -   153,630.      471,550.      MT  (+/- 180 meters Scaled)
 MD0207
 MD0207                          SUPERSEDED SURVEY CONTROL
 MD0207
 MD0207  NGVD 29 (??/??/92)  226.944  (m)          744.57   (f) ADJ UNCH    1 2
 MD0207
 MD0207.Superseded values are not recommended for survey control.
 MD0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0207.See file dsdata.txt to determine how the superseded data were derived.
 MD0207
 MD0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL498474(NAD 83)
 MD0207_MARKER: DB = BENCH MARK DISK
 MD0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0207_STAMPING: E 169 1954
 MD0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0207+STABILITY: SURFACE MOTION
 MD0207
 MD0207  HISTORY     - Date     Condition        Report By
 MD0207  HISTORY     - 1954     MONUMENTED       CGS
 MD0207
 MD0207                          STATION DESCRIPTION
 MD0207
 MD0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MD0207'1.8 MI NE FROM OTTAWA.
 MD0207'1.8 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MD0207'THE STATION AT OTTAWA, AT AN EAST-WEST BLACK TOP ROAD CROSSING,
 MD0207'37 FEET SOUTHEAST OF SOUTHEAST RAIL OF B. AND O. RR, 38 1/2 FEET
 MD0207'NORTHWEST OF NORTHWEST RAIL OF THE DETROIT, TOLEDO AND IRONTON
 MD0207'RAILROAD, 85 FEET NORTH OF CENTER LINE OF ROAD, 5.4 FEET
 MD0207'SOUTHWEST OF TELEPHONE POLE NO. 151/25, 97 FEET NORTHEAST OF
 MD0207'CROSSING WARNING SIGN NO. 7505, 2 FEET SOUTHWEST OF A WHITE
 MD0207'WOODEN WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF TRACK AND SET
 MD0207'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0152 ***********************************************************************
 MD0152  DESIGNATION -  E 17
 MD0152  PID         -  MD0152
 MD0152  STATE/COUNTY-  OH/HENRY
 MD0152  USGS QUAD   -  HAMLER (1977)
 MD0152
 MD0152                         *CURRENT SURVEY CONTROL
 MD0152  ___________________________________________________________________
 MD0152* NAD 83(1986)-  41 11 45.     (N)    084 01 52.     (W)     SCALED    
 MD0152* NAVD 88     -       221.261  (meters)     725.92   (feet)  ADJUSTED  
 MD0152  ___________________________________________________________________
 MD0152  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 MD0152  DYNAMIC HT  -         221.159 (meters)     725.59  (feet)  COMP
 MD0152  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 MD0152
 MD0152  VERT ORDER  -  SECOND    CLASS 0
 MD0152
 MD0152.The horizontal coordinates were scaled from a topographic map and have
 MD0152.an estimated accuracy of +/- 6 seconds.
 MD0152
 MD0152.The orthometric height was determined by differential leveling
 MD0152.and adjusted by the National Geodetic Survey in June 1991..
 MD0152
 MD0152.The geoid height was determined by GEOID03.
 MD0152
 MD0152.The dynamic height is computed by dividing the NAVD 88
 MD0152.geopotential number by the normal gravity value computed on the
 MD0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0152.degrees latitude (g = 980.6199 gals.).
 MD0152
 MD0152.The modeled gravity was interpolated from observed gravity values.
 MD0152
 MD0152;                    North         East    Units  Estimated Accuracy
 MD0152;SPC OH N     -   170,940.      471,580.      MT  (+/- 180 meters Scaled)
 MD0152
 MD0152                          SUPERSEDED SURVEY CONTROL
 MD0152
 MD0152  NGVD 29 (??/??/92)  221.453  (m)          726.55   (f) ADJ UNCH    2 0
 MD0152
 MD0152.Superseded values are not recommended for survey control.
 MD0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0152.See file dsdata.txt to determine how the superseded data were derived.
 MD0152
 MD0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL489647(NAD 83)
 MD0152_MARKER: DB = BENCH MARK DISK
 MD0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0152_STAMPING: E 17 1934
 MD0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0152+STABILITY: SURFACE MOTION
 MD0152
 MD0152  HISTORY     - Date     Condition        Report By
 MD0152  HISTORY     - 1934     MONUMENTED       CGS
 MD0152
 MD0152                          STATION DESCRIPTION
 MD0152
 MD0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0152'2.4 MI S FROM HAMLER.
 MD0152'2.4 MILES SOUTH ALONG THE DETROIT, TOLEDO AND IRONTON RAILROAD
 MD0152'FROM THE STATION AT HAMLER, 26 YARDS NORTHWEST OF POLE 99/05,
 MD0152'11 YARDS NORTHWEST OF THE CROSSING OF THE WEST RAIL AND THE
 MD0152'CENTERLINE OF A GRAVEL ROAD, 7 YARDS NORTH OF THE CENTERLINE
 MD0152'OF THE ROAD, 9 YARDS WEST OF THE WEST RAIL, 6 FEET EAST OF AN
 MD0152'OLD FENCE LINE, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 MD0152'RAIL.  A STANDARD DISK, STAMPED E 17 1934 AND SET IN THE TOP
 MD0152'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0510 ***********************************************************************
 MC0510  DESIGNATION -  E 170
 MC0510  PID         -  MC0510
 MC0510  STATE/COUNTY-  OH/WOOD
 MC0510  USGS QUAD   -  WESTON (1977)
 MC0510
 MC0510                         *CURRENT SURVEY CONTROL
 MC0510  ___________________________________________________________________
 MC0510* NAD 83(1986)-  41 15 28.     (N)    083 51 46.     (W)     SCALED    
 MC0510* NAVD 88     -       213.324  (meters)     699.88   (feet)  ADJUSTED  
 MC0510  ___________________________________________________________________
 MC0510  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC0510  DYNAMIC HT  -         213.227 (meters)     699.56  (feet)  COMP
 MC0510  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 MC0510
 MC0510  VERT ORDER  -  FIRST     CLASS I
 MC0510
 MC0510.The horizontal coordinates were scaled from a topographic map and have
 MC0510.an estimated accuracy of +/- 6 seconds.
 MC0510
 MC0510.The orthometric height was determined by differential leveling
 MC0510.and adjusted by the National Geodetic Survey in June 1991..
 MC0510.WARNING-Repeat measurements at this control monument indicate possible
 MC0510.vertical movement.
 MC0510
 MC0510.The geoid height was determined by GEOID03.
 MC0510
 MC0510.The dynamic height is computed by dividing the NAVD 88
 MC0510.geopotential number by the normal gravity value computed on the
 MC0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0510.degrees latitude (g = 980.6199 gals.).
 MC0510
 MC0510.The modeled gravity was interpolated from observed gravity values.
 MC0510
 MC0510;                    North         East    Units  Estimated Accuracy
 MC0510;SPC OH N     -   177,580.      485,800.      MT  (+/- 180 meters Scaled)
 MC0510
 MC0510                          SUPERSEDED SURVEY CONTROL
 MC0510
 MC0510  NGVD 29 (??/??/92)  213.514  (m)          700.50   (f) ADJ UNCH    1 1
 MC0510
 MC0510.Superseded values are not recommended for survey control.
 MC0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0510.See file dsdata.txt to determine how the superseded data were derived.
 MC0510
 MC0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF601713(NAD 83)
 MC0510_MARKER: DB = BENCH MARK DISK
 MC0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0510_STAMPING: E 170 1954
 MC0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0510+STABILITY: SURFACE MOTION
 MC0510
 MC0510  HISTORY     - Date     Condition        Report By
 MC0510  HISTORY     - 1954     MONUMENTED       CGS
 MC0510  HISTORY     - 1968     GOOD             NGS
 MC0510  HISTORY     - 1984     GOOD             USPSQD
 MC0510
 MC0510                          STATION DESCRIPTION
 MC0510
 MC0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0510'AT DESHLER.
 MC0510'ABOUT 4.1 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0510'FROM THE STATION AT DESHLER, NEAR MILEPOLE 168-35, 60 FEET WEST
 MC0510'OF THE CENTER OF THE CROSSING OF ROUNDHEAD ROAD, 35.9 FEET
 MC0510'NORTHWEST OF THE NORTHWEST RAIL, 19 1/2 FEET NORTHWEST OF THE
 MC0510'NORTH END OF A 4-FOOT PIPE CULVERT UNDER THE TRACK, 4 1/2 FEET
 MC0510'SOUTHWEST OF A POWER LINE POLE, 1.1 FEET NORTHEAST OF A METAL
 MC0510'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 MC0510'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 MC0510'THE GROUND.  SEC 31, T4N, R9E.
 MC0510
 MC0510                          STATION RECOVERY (1984)
 MC0510
 MC0510'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0590 ***********************************************************************
 MC0590  DESIGNATION -  E 171
 MC0590  PID         -  MC0590
 MC0590  STATE/COUNTY-  OH/WOOD
 MC0590  USGS QUAD   -  HOYTVILLE (1977)
 MC0590
 MC0590                         *CURRENT SURVEY CONTROL
 MC0590  ___________________________________________________________________
 MC0590* NAD 83(1986)-  41 11 46.     (N)    083 49 22.     (W)     SCALED    
 MC0590* NAVD 88     -       215.192  (meters)     706.01   (feet)  ADJUSTED  
 MC0590  ___________________________________________________________________
 MC0590  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 MC0590  DYNAMIC HT  -         215.093 (meters)     705.68  (feet)  COMP
 MC0590  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 MC0590
 MC0590  VERT ORDER  -  FIRST     CLASS I
 MC0590
 MC0590.The horizontal coordinates were scaled from a topographic map and have
 MC0590.an estimated accuracy of +/- 6 seconds.
 MC0590
 MC0590.The orthometric height was determined by differential leveling
 MC0590.and adjusted by the National Geodetic Survey in June 1991..
 MC0590
 MC0590.The geoid height was determined by GEOID03.
 MC0590
 MC0590.The dynamic height is computed by dividing the NAVD 88
 MC0590.geopotential number by the normal gravity value computed on the
 MC0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0590.degrees latitude (g = 980.6199 gals.).
 MC0590
 MC0590.The modeled gravity was interpolated from observed gravity values.
 MC0590
 MC0590;                    North         East    Units  Estimated Accuracy
 MC0590;SPC OH N     -   170,680.      489,050.      MT  (+/- 180 meters Scaled)
 MC0590
 MC0590                          SUPERSEDED SURVEY CONTROL
 MC0590
 MC0590  NGVD 29 (01/19/93)  215.381  (m)          706.63   (f) ADJUSTED    1 1
 MC0590
 MC0590.Superseded values are not recommended for survey control.
 MC0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0590.See file dsdata.txt to determine how the superseded data were derived.
 MC0590
 MC0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF632643(NAD 83)
 MC0590_MARKER: DB = BENCH MARK DISK
 MC0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0590_SP_SET: CONCRETE POST
 MC0590_STAMPING: E 171 1954
 MC0590_MARK LOGO: CGS   
 MC0590_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0590+STABILITY: SURFACE MOTION
 MC0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0590+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0590
 MC0590  HISTORY     - Date     Condition        Report By
 MC0590  HISTORY     - 1954     MONUMENTED       CGS
 MC0590  HISTORY     - 1968     GOOD             NGS
 MC0590  HISTORY     - 1983     GOOD             LOCSUR
 MC0590  HISTORY     - 19921022 GOOD             NGS
 MC0590
 MC0590                          STATION DESCRIPTION
 MC0590
 MC0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0590'2 MI W FROM HOYTVILLE.
 MC0590'ABOUT 2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0590'THE CROSSING OF STATE HIGHWAY 18 AT HOYTVILLE, NEAR MILEPOST
 MC0590'58-16, 43 1/2 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF
 MC0590'MILTON ROAD, 61 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO
 MC0590'CAR GARAGE, 37.7 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND
 MC0590'TRACK, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET
 MC0590'SOUTHEAST OF A POWER LINE POLE, 1.4 FEET WEST OF A WOODEN WITNESS
 MC0590'POST, 10 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 MC0590'A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 MC0590'GROUND.  SEC 27, T3N, R9E.  NOTE-- THE 1954 DESCRIPTION REPORTED
 MC0590'THE MARK PROJECTING 4 INCHES.
 MC0590
 MC0590                          STATION RECOVERY (1983)
 MC0590
 MC0590'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0590'SOUTHE EAST CORNER OF A 2 CAR GARAGE-GARAGE HAS BEEN TORN DOWN.
 MC0590
 MC0590                          STATION RECOVERY (1992)
 MC0590
 MC0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0590'6.8 KM (4.20 MI) EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0590'POST OFFICE IN DESHLER, 11.5 M (37.7 FT) NORTH OF THE NEAR RAIL, 6.5
 MC0590'M (21.3 FT) EAST OF THE CENTER OF MILTON ROAD, 1.5 M (4.9 FT)
 MC0590'SOUTHEAST OF A UTILITY POLE WITH A GUY CABLE, 1.5 M (4.9 FT) BELOW THE
 MC0590'LEVEL OF THE TRACK, 0.5 M (1.6 FT) WEST OF A WITNESS POST, 0.3 M
 MC0590'(1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 MC0590'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0491 ***********************************************************************
 MC0491  DESIGNATION -  E 172
 MC0491  PID         -  MC0491
 MC0491  STATE/COUNTY-  OH/HANCOCK
 MC0491  USGS QUAD   -  FOSTORIA (1972)
 MC0491
 MC0491                         *CURRENT SURVEY CONTROL
 MC0491  ___________________________________________________________________
 MC0491* NAD 83(1986)-  41 09 22.     (N)    083 25 46.     (W)     SCALED    
 MC0491* NAVD 88     -       237.835  (meters)     780.30   (feet)  ADJUSTED  
 MC0491  ___________________________________________________________________
 MC0491  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0491  DYNAMIC HT  -         237.730 (meters)     779.95  (feet)  COMP
 MC0491  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 MC0491
 MC0491  VERT ORDER  -  FIRST     CLASS I
 MC0491
 MC0491.The horizontal coordinates were scaled from a topographic map and have
 MC0491.an estimated accuracy of +/- 6 seconds.
 MC0491
 MC0491.The orthometric height was determined by differential leveling
 MC0491.and adjusted by the National Geodetic Survey in June 1991..
 MC0491
 MC0491.The geoid height was determined by GEOID03.
 MC0491
 MC0491.The dynamic height is computed by dividing the NAVD 88
 MC0491.geopotential number by the normal gravity value computed on the
 MC0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0491.degrees latitude (g = 980.6199 gals.).
 MC0491
 MC0491.The modeled gravity was interpolated from observed gravity values.
 MC0491
 MC0491;                    North         East    Units  Estimated Accuracy
 MC0491;SPC OH N     -   165,810.      521,990.      MT  (+/- 180 meters Scaled)
 MC0491
 MC0491                          SUPERSEDED SURVEY CONTROL
 MC0491
 MC0491  NGVD 29 (01/19/93)  238.025  (m)          780.92   (f) ADJUSTED    1 1
 MC0491
 MC0491.Superseded values are not recommended for survey control.
 MC0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0491.See file dsdata.txt to determine how the superseded data were derived.
 MC0491
 MC0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF961589(NAD 83)
 MC0491_MARKER: DB = BENCH MARK DISK
 MC0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0491_SP_SET: CONCRETE POST
 MC0491_STAMPING: E 172 1954
 MC0491_MARK LOGO: CGS   
 MC0491_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0491+STABILITY: SURFACE MOTION
 MC0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0491+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 MC0491
 MC0491  HISTORY     - Date     Condition        Report By
 MC0491  HISTORY     - 1954     MONUMENTED       CGS
 MC0491  HISTORY     - 1968     GOOD             NGS
 MC0491  HISTORY     - 19921023 GOOD             NGS
 MC0491  HISTORY     - 20050416 GOOD             WOOLPT
 MC0491
 MC0491                          STATION DESCRIPTION
 MC0491
 MC0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0491'0.8 MI W FROM FOSTORIA.
 MC0491'ABOUT 0.8 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0491'THE STATION AT FOSTORIA, SENECA COUNTY, 123 1/2 FEET EAST OF THE
 MC0491'CENTER OF THE CROSSING OF CLEVELAND STREET AND THE WESTBOUND
 MC0491'MAIN TRACK, 44 1/2 FEET SOUTH OF THE CENTER LINE OF WEST TIFFIN
 MC0491'STREET, 33.6 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND MAIN
 MC0491'TRACK, 16 FEET NORTHEAST OF MILEPOLE NO. 37-29, 20.2 FEET NORTH
 MC0491'OF THE NORTH RAIL OF A SIDE TRACK, 1 1/2 FEET NORTH OF A WOODEN
 MC0491'WITNESS POST, ABOUT LEVEL WITH THE MAIN TRACKS AND SET IN THE TOP
 MC0491'OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MC0491'NOTE-- THE 1954 DESCRIPTION REPORTED THIS MARK PROJECTING 2
 MC0491'INCHES.
 MC0491
 MC0491                          STATION RECOVERY (1992)
 MC0491
 MC0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0491'IN FOSTORIA, AT THE INTERSECTION OF TIFFIN AND CLEVELAND STREETS, 37.1
 MC0491'M (121.7 FT)  EAST OF THE CENTER OF CLEVELAND STREET, 14.0 M
 MC0491'(45.9 FT)  SOUTH OF THE CENTER OF TIFFIN STREET, 10.4 M (34.1 FT)
 MC0491'NORTH OF THE NEAR RAIL OF THE MAIN TRACK OF THE CHESSIE SYSTEMS
 MC0491'RAILROAD, 4.6 M (15.1 FT)  NORTHEAST OF UTILITY POLE NUMBER 37-29,
 MC0491'0.3 M (1.0 FT)  ABOVE THE LEVEL OF THE TRACK, AND THE MONUMENT IS
 MC0491'FLUSH WITH THE GROUND SURFACE.
 MC0491
 MC0491                          STATION RECOVERY (2005)
 MC0491
 MC0491'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CTS)
 MC0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0456 ***********************************************************************
 MC0456  DESIGNATION -  E 173
 MC0456  PID         -  MC0456
 MC0456  STATE/COUNTY-  OH/SENECA
 MC0456  USGS QUAD   -  TIFFIN NORTH (1977)
 MC0456
 MC0456                         *CURRENT SURVEY CONTROL
 MC0456  ___________________________________________________________________
 MC0456* NAD 83(1986)-  41 08 31.     (N)    083 10 08.     (W)     SCALED    
 MC0456* NAVD 88     -       225.609  (meters)     740.19   (feet)  ADJUSTED  
 MC0456  ___________________________________________________________________
 MC0456  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 MC0456  DYNAMIC HT  -         225.512 (meters)     739.87  (feet)  COMP
 MC0456  MODELED GRAV-     980,189.0   (mgal)                       NAVD 88
 MC0456
 MC0456  VERT ORDER  -  FIRST     CLASS II
 MC0456
 MC0456.This mark is at Seneca County Airport (16G)
 MC0456
 MC0456.The horizontal coordinates were scaled from a topographic map and have
 MC0456.an estimated accuracy of +/- 6 seconds.
 MC0456
 MC0456.The orthometric height was determined by differential leveling
 MC0456.and adjusted by the National Geodetic Survey in June 1991..
 MC0456
 MC0456.The geoid height was determined by GEOID03.
 MC0456
 MC0456.The dynamic height is computed by dividing the NAVD 88
 MC0456.geopotential number by the normal gravity value computed on the
 MC0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0456.degrees latitude (g = 980.6199 gals.).
 MC0456
 MC0456.The modeled gravity was interpolated from observed gravity values.
 MC0456
 MC0456;                    North         East    Units  Estimated Accuracy
 MC0456;SPC OH N     -   164,040.      543,850.      MT  (+/- 180 meters Scaled)
 MC0456
 MC0456                          SUPERSEDED SURVEY CONTROL
 MC0456
 MC0456  NGVD 29 (??/??/92)  225.79   (m)          740.8    (f) COMPUTED    1 2
 MC0456
 MC0456.Superseded values are not recommended for survey control.
 MC0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0456.See file dsdata.txt to determine how the superseded data were derived.
 MC0456
 MC0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF179567(NAD 83)
 MC0456_MARKER: DB = BENCH MARK DISK
 MC0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0456_SP_SET: GAS PUMP BASE
 MC0456_STAMPING: E 173 1954
 MC0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0456
 MC0456  HISTORY     - Date     Condition        Report By
 MC0456  HISTORY     - 1954     MONUMENTED       CGS
 MC0456  HISTORY     - 1968     MARK NOT FOUND   NGS
 MC0456
 MC0456                          STATION DESCRIPTION
 MC0456
 MC0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MC0456'1 MI NE FROM TIFFIN.
 MC0456'ABOUT 0.95 MILE NORTHEAST ALONG STATE HIGHWAY 53 FROM TIFFIN CHURCH
 MC0456'OF THE BRETHREN AT TIFFIN, AT TIFFIN AIRPORT, IN THE TOP OF
 MC0456'THE CONCRETE BASE OF GASOLINE PUMP AND BETWEEN THE TWO PUMPS,
 MC0456'37 1/2 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF MAIN HANGAR,
 MC0456'22 1/2 FEET SOUTHWEST OF SOUTHWEST CORNER OF ADMINISTRATION
 MC0456'BUILDING AND ABOUT 1 FOOT ABOVE GROUND.
 MC0456
 MC0456                          STATION RECOVERY (1968)
 MC0456
 MC0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MC0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0224 ***********************************************************************
 MC0224  DESIGNATION -  E 174
 MC0224  PID         -  MC0224
 MC0224  STATE/COUNTY-  OH/HURON
 MC0224  USGS QUAD   -  CENTERTON (1977)
 MC0224
 MC0224                         *CURRENT SURVEY CONTROL
 MC0224  ___________________________________________________________________
 MC0224* NAD 83(1986)-  41 04 22.     (N)    082 47 58.     (W)     SCALED    
 MC0224* NAVD 88     -       281.880  (meters)     924.80   (feet)  ADJUSTED  
 MC0224  ___________________________________________________________________
 MC0224  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 MC0224  DYNAMIC HT  -         281.751 (meters)     924.38  (feet)  COMP
 MC0224  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 MC0224
 MC0224  VERT ORDER  -  FIRST     CLASS I
 MC0224
 MC0224.The horizontal coordinates were scaled from a topographic map and have
 MC0224.an estimated accuracy of +/- 6 seconds.
 MC0224
 MC0224.The orthometric height was determined by differential leveling
 MC0224.and adjusted by the National Geodetic Survey in April 1995..
 MC0224
 MC0224.The geoid height was determined by GEOID03.
 MC0224
 MC0224.The dynamic height is computed by dividing the NAVD 88
 MC0224.geopotential number by the normal gravity value computed on the
 MC0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0224.degrees latitude (g = 980.6199 gals.).
 MC0224
 MC0224.The modeled gravity was interpolated from observed gravity values.
 MC0224
 MC0224;                    North         East    Units  Estimated Accuracy
 MC0224;SPC OH N     -   156,190.      574,840.      MT  (+/- 180 meters Scaled)
 MC0224
 MC0224                          SUPERSEDED SURVEY CONTROL
 MC0224
 MC0224  NAVD 88 (06/15/91)  281.877  (m)          924.79   (f) UNKNOWN     1 1
 MC0224  NGVD 29 (01/19/93)  282.043  (m)          925.34   (f) ADJUSTED    1 1
 MC0224
 MC0224.Superseded values are not recommended for survey control.
 MC0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0224.See file dsdata.txt to determine how the superseded data were derived.
 MC0224
 MC0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF488483(NAD 83)
 MC0224_MARKER: DB = BENCH MARK DISK
 MC0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0224_SP_SET: CONCRETE POST
 MC0224_STAMPING: E 174 1954
 MC0224_MARK LOGO: CGS   
 MC0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0224+STABILITY: SURFACE MOTION
 MC0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0224+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0224
 MC0224  HISTORY     - Date     Condition        Report By
 MC0224  HISTORY     - 1954     MONUMENTED       CGS
 MC0224  HISTORY     - 1968     GOOD             NGS
 MC0224  HISTORY     - 1987     GOOD             OHDT
 MC0224  HISTORY     - 19921023 GOOD             NGS
 MC0224
 MC0224                          STATION DESCRIPTION
 MC0224
 MC0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0224'3.9 MI W FROM WILLARD.
 MC0224'ABOUT 3.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0224'THE STATION AT WILLARD, 152 FEET NORTHWEST OF AND ACROSS THE TRACK
 MC0224'FROM MILEPOST W4-C274, 59 FEET NORTHEAST OF THE CENTER OF THE
 MC0224'CROSSING OF DANIELS ROAD AND THE WEST BOUND TRACK, 51 FEET EAST
 MC0224'OF THE CENTER LINE OF THE ROAD, 38.7 FEET NORTH OF THE NORTH
 MC0224'RAIL OF THE WEST BOUND TRACK, 1 1/2 FEET SOUTH OF A RIGHT-OF-WAY
 MC0224'FENCE, 1.1 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2
 MC0224'FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 MC0224'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 MC0224
 MC0224                          STATION RECOVERY (1987)
 MC0224
 MC0224'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0224'RECOVERED IN GOOD CONDITION.
 MC0224
 MC0224                          STATION RECOVERY (1992)
 MC0224
 MC0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0224'7.4 KM (4.60 MI)  WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0224'JUNCTION OF STATE HIGHWAY 99 IN WILLARD, 15.3 M (50.2 FT)  EAST OF
 MC0224'THE CENTER OF DANIELS ROAD, 11.7 M (38.4 FT)  NORTH OF THE NEAR RAIL,
 MC0224'0.4 M (1.3 FT)  WEST OF A WITNESS POST, 0.3 M (1.0 FT)  ABOVE THE
 MC0224'LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)  ABOVE
 MC0224'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0107 ***********************************************************************
 MC0107  DESIGNATION -  E 175
 MC0107  PID         -  MC0107
 MC0107  STATE/COUNTY-  OH/ASHLAND
 MC0107  USGS QUAD   -  NEW LONDON (1977)
 MC0107
 MC0107                         *CURRENT SURVEY CONTROL
 MC0107  ___________________________________________________________________
 MC0107* NAD 83(1986)-  41 03 07.     (N)    082 25 52.     (W)     SCALED    
 MC0107* NAVD 88     -       301.719  (meters)     989.89   (feet)  ADJUSTED  
 MC0107  ___________________________________________________________________
 MC0107  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 MC0107  DYNAMIC HT  -         301.582 (meters)     989.44  (feet)  COMP
 MC0107  MODELED GRAV-     980,162.0   (mgal)                       NAVD 88
 MC0107
 MC0107  VERT ORDER  -  FIRST     CLASS I
 MC0107
 MC0107.The horizontal coordinates were scaled from a topographic map and have
 MC0107.an estimated accuracy of +/- 6 seconds.
 MC0107
 MC0107.The orthometric height was determined by differential leveling
 MC0107.and adjusted by the National Geodetic Survey in June 1991..
 MC0107
 MC0107.The geoid height was determined by GEOID03.
 MC0107
 MC0107.The dynamic height is computed by dividing the NAVD 88
 MC0107.geopotential number by the normal gravity value computed on the
 MC0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0107.degrees latitude (g = 980.6199 gals.).
 MC0107
 MC0107.The modeled gravity was interpolated from observed gravity values.
 MC0107
 MC0107;                    North         East    Units  Estimated Accuracy
 MC0107;SPC OH N     -   153,830.      605,790.      MT  (+/- 180 meters Scaled)
 MC0107
 MC0107                          SUPERSEDED SURVEY CONTROL
 MC0107
 MC0107  NGVD 29 (??/??/92)  301.888  (m)          990.44   (f) ADJ UNCH    1 1
 MC0107
 MC0107.Superseded values are not recommended for survey control.
 MC0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0107.See file dsdata.txt to determine how the superseded data were derived.
 MC0107
 MC0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF797455(NAD 83)
 MC0107_MARKER: DB = BENCH MARK DISK
 MC0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0107_STAMPING: E 175 1954
 MC0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0107+STABILITY: SURFACE MOTION
 MC0107
 MC0107  HISTORY     - Date     Condition        Report By
 MC0107  HISTORY     - 1954     MONUMENTED       CGS
 MC0107  HISTORY     - 1967     GOOD             NGS
 MC0107  HISTORY     - 1987     GOOD             OHDT
 MC0107
 MC0107                          STATION DESCRIPTION
 MC0107
 MC0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0107'4.6 MI NE FROM GREENWICH.
 MC0107'ABOUT 4.55 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0107'FROM THE OVERPASS OVER TOWNSEND STREET AT GREENWICH, ABOUT 0.45
 MC0107'MILE EAST OF THE U.S. HIGHWAY 250 OVERPASS, ABOUT 0.3 MILE EAST
 MC0107'OF THE ASHLAND-HURON COUNTY LINE, 81 FEET SOUTH OF AND ACROSS
 MC0107'THE TRACK FROM MILEPOLE 188-8, NEAR THE WEST END OF TWO FARM
 MC0107'ROAD CROSSING, 39 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK,
 MC0107'14 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTH
 MC0107'OF A FENCE LINE, 1.1 FEET WEST OF A METAL WITNESS POST, 7 FEET
 MC0107'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 MC0107'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 MC0107
 MC0107                          STATION RECOVERY (1987)
 MC0107
 MC0107'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0242 ***********************************************************************
 MC0242  DESIGNATION -  E 176
 MC0242  PID         -  MC0242
 MC0242  STATE/COUNTY-  OH/HURON
 MC0242  USGS QUAD   -  WILLARD (1972)
 MC0242
 MC0242                         *CURRENT SURVEY CONTROL
 MC0242  ___________________________________________________________________
 MC0242* NAD 83(1986)-  41 03 11.     (N)    082 43 09.     (W)     SCALED    
 MC0242* NAVD 88     -       284.744  (meters)     934.20   (feet)  ADJUSTED  
 MC0242  ___________________________________________________________________
 MC0242  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 MC0242  DYNAMIC HT  -         284.613 (meters)     933.77  (feet)  COMP
 MC0242  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 MC0242
 MC0242  VERT ORDER  -  FIRST     CLASS I
 MC0242
 MC0242.The horizontal coordinates were scaled from a topographic map and have
 MC0242.an estimated accuracy of +/- 6 seconds.
 MC0242
 MC0242.The orthometric height was determined by differential leveling
 MC0242.and adjusted by the National Geodetic Survey in April 1995..
 MC0242.WARNING-Repeat measurements at this control monument indicate possible
 MC0242.vertical movement.
 MC0242
 MC0242.The geoid height was determined by GEOID03.
 MC0242
 MC0242.The dynamic height is computed by dividing the NAVD 88
 MC0242.geopotential number by the normal gravity value computed on the
 MC0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0242.degrees latitude (g = 980.6199 gals.).
 MC0242
 MC0242.The modeled gravity was interpolated from observed gravity values.
 MC0242
 MC0242;                    North         East    Units  Estimated Accuracy
 MC0242;SPC OH N     -   153,980.      581,580.      MT  (+/- 180 meters Scaled)
 MC0242
 MC0242                          SUPERSEDED SURVEY CONTROL
 MC0242
 MC0242  NAVD 88 (06/15/91)  284.733  (m)          934.16   (f) UNKNOWN     1 1
 MC0242  NGVD 29 (01/19/93)  284.906  (m)          934.73   (f) ADJUSTED    1 1
 MC0242
 MC0242.Superseded values are not recommended for survey control.
 MC0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0242.See file dsdata.txt to determine how the superseded data were derived.
 MC0242
 MC0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF555460(NAD 83)
 MC0242_MARKER: DB = BENCH MARK DISK
 MC0242_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0242_SP_SET: ABUTMENT
 MC0242_STAMPING: E 176 1954
 MC0242_MARK LOGO: CGS   
 MC0242_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0242+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0242
 MC0242  HISTORY     - Date     Condition        Report By
 MC0242  HISTORY     - 1954     MONUMENTED       CGS
 MC0242  HISTORY     - 1968     GOOD             NGS
 MC0242  HISTORY     - 1987     GOOD             OHDT
 MC0242  HISTORY     - 19921023 GOOD             NGS
 MC0242
 MC0242                          STATION DESCRIPTION
 MC0242
 MC0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0242'AT WILLARD.
 MC0242'AT WILLARD, ABOUT 0.6 MILE SOUTHEAST ALONG THE BALTIMORE AND
 MC0242'OHIO RAILROAD FROM THE STATION, SET IN THE TOP OF THE NORTHEAST
 MC0242'END OF THE SOUTHEAST ABUTMENT (BRIDGE SEAT) OF THE RAILROAD
 MC0242'OVERPASS OVER STATE HIGHWAYS 103 AND 194 (TIFFIN STREET), 14.3
 MC0242'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST ONE OF
 MC0242'THREE TRACKS AND IS ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE
 MC0242'TRACKS.  SEC, T 1 N, R 23 W.
 MC0242
 MC0242                          STATION RECOVERY (1987)
 MC0242
 MC0242'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0242'RECOVERED IN GOOD CONDITION.
 MC0242
 MC0242                          STATION RECOVERY (1992)
 MC0242
 MC0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0242'IN WILLARD, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 MC0242'STATE HIGHWAY 103, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END
 MC0242'OF THE SOUTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE
 MC0242'STREET, 4.4 M (14.4 FT) NORTHEAST OF THE NEAR RAIL, 3.6 M (11.8 FT)
 MC0242'SOUTH OF THE STREET CENTER, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE
 MC0242'TRACK, AND 0.5 M (1.6 FT) SOUTH OF THE NORTH EDGE OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1722 ***********************************************************************
 KY1722  DESIGNATION -  E 177
 KY1722  PID         -  KY1722
 KY1722  STATE/COUNTY-  OH/WAYNE
 KY1722  USGS QUAD   -  RITTMAN (1994)
 KY1722
 KY1722                         *CURRENT SURVEY CONTROL
 KY1722  ___________________________________________________________________
 KY1722* NAD 83(1986)-  40 57 47.     (N)    081 49 19.     (W)     SCALED    
 KY1722* NAVD 88     -       295.022  (meters)     967.92   (feet)  ADJUSTED  
 KY1722  ___________________________________________________________________
 KY1722  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KY1722  DYNAMIC HT  -         294.892 (meters)     967.49  (feet)  COMP
 KY1722  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 KY1722
 KY1722  VERT ORDER  -  FIRST     CLASS I
 KY1722
 KY1722.The horizontal coordinates were scaled from a topographic map and have
 KY1722.an estimated accuracy of +/- 6 seconds.
 KY1722
 KY1722.The orthometric height was determined by differential leveling
 KY1722.and adjusted by the National Geodetic Survey in June 1991..
 KY1722
 KY1722.The geoid height was determined by GEOID03.
 KY1722
 KY1722.The dynamic height is computed by dividing the NAVD 88
 KY1722.geopotential number by the normal gravity value computed on the
 KY1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1722.degrees latitude (g = 980.6199 gals.).
 KY1722
 KY1722.The modeled gravity was interpolated from observed gravity values.
 KY1722
 KY1722;                    North         East    Units  Estimated Accuracy
 KY1722;SPC OH N     -   144,180.      657,080.      MT  (+/- 180 meters Scaled)
 KY1722
 KY1722                          SUPERSEDED SURVEY CONTROL
 KY1722
 KY1722  NGVD 29 (??/??/92)  295.229  (m)          968.60   (f) ADJ UNCH    1 1
 KY1722
 KY1722.Superseded values are not recommended for survey control.
 KY1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1722.See file dsdata.txt to determine how the superseded data were derived.
 KY1722
 KY1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF308349(NAD 83)
 KY1722_MARKER: DB = BENCH MARK DISK
 KY1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1722_STAMPING: E 177 1954
 KY1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1722+STABILITY: SURFACE MOTION
 KY1722
 KY1722  HISTORY     - Date     Condition        Report By
 KY1722  HISTORY     - 1954     MONUMENTED       CGS
 KY1722  HISTORY     - 1967     GOOD             NGS
 KY1722  HISTORY     - 1971     GOOD             OHDT
 KY1722  HISTORY     - 1987     GOOD             OHDT
 KY1722
 KY1722                          STATION DESCRIPTION
 KY1722
 KY1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1722'2.2 MI W FROM RITTMAN.
 KY1722'ABOUT 2.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1722'THE STATION AT RITTMAN, IN SECTION 9, R 12 W, T 18 N, 93 FEET
 KY1722'SOUTHEAST OF AND ACROSS TRACK FROM MILEPOLE 154-4, 53 FEET
 KY1722'SOUTHWEST OF THE CENTER OF THE CROSSING OF TOWNSHIP ROAD NO.
 KY1722'41 AND THE EASTBOUND MAIN TRACK, 42.5 FEET SOUTH OF AND ACROSS
 KY1722'A SIDE TRACK FROM THE SOUTH RAIL OF THE EASTBOUND TRACK, 30 1/2
 KY1722'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET NORTH OF
 KY1722'A FENCE LINE, 1 FOOT WEST OF A METAL WITNESS POST, 6 FEET BELOW
 KY1722'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 KY1722'PROJECTING 0.3 FOOT ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK
 KY1722'MAY BE REACHED BY GOING 1.8 MILES SOUTHEAST ALONG THE BALTIMORE
 KY1722'AND OHIO RAILROAD FROM THE CROSSING OF STATE ROAD 60 AT STERLING.
 KY1722
 KY1722                          STATION RECOVERY (1971)
 KY1722
 KY1722'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1722'RECOVERED IN GOOD CONDITION.
 KY1722
 KY1722                          STATION RECOVERY (1987)
 KY1722
 KY1722'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1231 ***********************************************************************
 MB1231  DESIGNATION -  E 178
 MB1231  PID         -  MB1231
 MB1231  STATE/COUNTY-  OH/SUMMIT
 MB1231  USGS QUAD   -  AKRON EAST (1964)
 MB1231
 MB1231                         *CURRENT SURVEY CONTROL
 MB1231  ___________________________________________________________________
 MB1231* NAD 83(1986)-  41 02 30.     (N)    081 27 46.     (W)     SCALED    
 MB1231* NAVD 88     -       319.694  (meters)    1048.86   (feet)  ADJUSTED  
 MB1231  ___________________________________________________________________
 MB1231  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MB1231  DYNAMIC HT  -         319.552 (meters)    1048.40  (feet)  COMP
 MB1231  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 MB1231
 MB1231  VERT ORDER  -  FIRST     CLASS II
 MB1231
 MB1231.This mark is at Fulton Intl Airport (AKR)
 MB1231
 MB1231.The horizontal coordinates were scaled from a topographic map and have
 MB1231.an estimated accuracy of +/- 6 seconds.
 MB1231
 MB1231.The orthometric height was determined by differential leveling
 MB1231.and adjusted by the National Geodetic Survey in June 1991..
 MB1231.WARNING-Repeat measurements at this control monument indicate possible
 MB1231.vertical movement.
 MB1231
 MB1231.The geoid height was determined by GEOID03.
 MB1231
 MB1231.The dynamic height is computed by dividing the NAVD 88
 MB1231.geopotential number by the normal gravity value computed on the
 MB1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1231.degrees latitude (g = 980.6199 gals.).
 MB1231
 MB1231.The modeled gravity was interpolated from observed gravity values.
 MB1231
 MB1231;                    North         East    Units  Estimated Accuracy
 MB1231;SPC OH N     -   153,210.      687,210.      MT  (+/- 180 meters Scaled)
 MB1231
 MB1231                          SUPERSEDED SURVEY CONTROL
 MB1231
 MB1231  NGVD 29 (??/??/92)  319.886  (m)         1049.49   (f) ADJ UNCH    1 2
 MB1231
 MB1231.Superseded values are not recommended for survey control.
 MB1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1231.See file dsdata.txt to determine how the superseded data were derived.
 MB1231
 MB1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF611434(NAD 83)
 MB1231_MARKER: DB = BENCH MARK DISK
 MB1231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1231_SP_SET: BUILDING
 MB1231_STAMPING: E 178 1954
 MB1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1231
 MB1231  HISTORY     - Date     Condition        Report By
 MB1231  HISTORY     - 1954     MONUMENTED       CGS
 MB1231  HISTORY     - 1964     GOOD             NGS
 MB1231  HISTORY     - 1971     GOOD             NGS
 MB1231  HISTORY     - 1980     GOOD             LOCSUR
 MB1231
 MB1231                          STATION DESCRIPTION
 MB1231
 MB1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MB1231'AT AKRON.
 MB1231'AT AKRON AIRPORT, AT THE ADMINISTRATION BUILDING, SET VERTICALLY
 MB1231'IN THE SOUTH FACE OF ROUNDED PORTION OF BRICK BUILDING DIRECTLY
 MB1231'BELOW THE CONTROL TOWER, 1-1/2 FEET EAST OF EAST EDGE OF
 MB1231'OBSERVATION WINDOW, AND 3-1/2 FEET ABOVE LEVEL OF SIDEWALK.
 MB1231
 MB1231                          STATION RECOVERY (1971)
 MB1231
 MB1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MB1231'RECOVERED IN GOOD CONDITION.
 MB1231
 MB1231                          STATION RECOVERY (1980)
 MB1231
 MB1231'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MB1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1301 ***********************************************************************
 MB1301  DESIGNATION -  E 179
 MB1301  PID         -  MB1301
 MB1301  STATE/COUNTY-  OH/SUMMIT
 MB1301  USGS QUAD   -  AKRON WEST (1994)
 MB1301
 MB1301                         *CURRENT SURVEY CONTROL
 MB1301  ___________________________________________________________________
 MB1301* NAD 83(1986)-  41 01 10.     (N)    081 35 58.     (W)     SCALED    
 MB1301* NAVD 88     -       297.528  (meters)     976.14   (feet)  ADJUSTED  
 MB1301  ___________________________________________________________________
 MB1301  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MB1301  DYNAMIC HT  -         297.396 (meters)     975.71  (feet)  COMP
 MB1301  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 MB1301
 MB1301  VERT ORDER  -  FIRST     CLASS II
 MB1301
 MB1301.The horizontal coordinates were scaled from a topographic map and have
 MB1301.an estimated accuracy of +/- 6 seconds.
 MB1301
 MB1301.The orthometric height was determined by differential leveling
 MB1301.and adjusted by the National Geodetic Survey in June 1991..
 MB1301
 MB1301.The geoid height was determined by GEOID03.
 MB1301
 MB1301.The dynamic height is computed by dividing the NAVD 88
 MB1301.geopotential number by the normal gravity value computed on the
 MB1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1301.degrees latitude (g = 980.6199 gals.).
 MB1301
 MB1301.The modeled gravity was interpolated from observed gravity values.
 MB1301
 MB1301;                    North         East    Units  Estimated Accuracy
 MB1301;SPC OH N     -   150,610.      675,740.      MT  (+/- 180 meters Scaled)
 MB1301
 MB1301                          SUPERSEDED SURVEY CONTROL
 MB1301
 MB1301  NGVD 29 (??/??/92)  297.732  (m)          976.81   (f) ADJ UNCH    1 2
 MB1301
 MB1301.Superseded values are not recommended for survey control.
 MB1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1301.See file dsdata.txt to determine how the superseded data were derived.
 MB1301
 MB1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF496410(NAD 83)
 MB1301_MARKER: DB = BENCH MARK DISK
 MB1301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1301_SP_SET: BUILDING
 MB1301_STAMPING: E 179 1954
 MB1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1301+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 MB1301
 MB1301  HISTORY     - Date     Condition        Report By
 MB1301  HISTORY     - 1954     MONUMENTED       CGS
 MB1301  HISTORY     - 1983     GOOD             NGS
 MB1301  HISTORY     - 20060207 GOOD             GEOCAC
 MB1301
 MB1301                          STATION DESCRIPTION
 MB1301
 MB1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MB1301'AT BARBERTON.
 MB1301'AT BARBERTON, ABOUT 0.6 MILE NORTH ALONG THE BALTIMORE AND OHIO
 MB1301'RAILROAD FROM THE STATION, ABOUT 0.25 MILE NORTH OF MILE POST 20,
 MB1301'AT THE JUNCTION OF BROWN STREET AND ANTLES AVENUE, SET VERTICALLY
 MB1301'IN THE EAST FACE OF BRICK BUILDING OF THE RIC-WIL COMPANY, 84
 MB1301'FEET WEST OF WEST RAIL OF MAIN WEST TRACK, 1 FOOT SOUTH OF
 MB1301'NORTHEAST CORNER OF BUILDING AND ABOUT 2 1/2 FEET ABOVE GROUND.
 MB1301
 MB1301                          STATION RECOVERY (1983)
 MB1301
 MB1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1301'RECOVERED IN GOOD CONDITION.
 MB1301
 MB1301                          STATION RECOVERY (2006)
 MB1301
 MB1301'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0745 ***********************************************************************
 MC0745  DESIGNATION -  E 18
 MC0745  PID         -  MC0745
 MC0745  STATE/COUNTY-  OH/FULTON
 MC0745  USGS QUAD   -  SWANTON (1971)
 MC0745
 MC0745                         *CURRENT SURVEY CONTROL
 MC0745  ___________________________________________________________________
 MC0745* NAD 83(1986)-  41 35 00.     (N)    083 55 18.     (W)     SCALED    
 MC0745* NAVD 88     -       209.049  (meters)     685.85   (feet)  ADJUSTED  
 MC0745  ___________________________________________________________________
 MC0745  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0745  DYNAMIC HT  -         208.963 (meters)     685.57  (feet)  COMP
 MC0745  MODELED GRAV-     980,207.2   (mgal)                       NAVD 88
 MC0745
 MC0745  VERT ORDER  -  SECOND    CLASS 0
 MC0745
 MC0745.The horizontal coordinates were scaled from a topographic map and have
 MC0745.an estimated accuracy of +/- 6 seconds.
 MC0745
 MC0745.The orthometric height was determined by differential leveling
 MC0745.and adjusted by the National Geodetic Survey in June 1991..
 MC0745
 MC0745.The geoid height was determined by GEOID03.
 MC0745
 MC0745.The dynamic height is computed by dividing the NAVD 88
 MC0745.geopotential number by the normal gravity value computed on the
 MC0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0745.degrees latitude (g = 980.6199 gals.).
 MC0745
 MC0745.The modeled gravity was interpolated from observed gravity values.
 MC0745
 MC0745;                    North         East    Units  Estimated Accuracy
 MC0745;SPC OH N     -   213,810.      481,460.      MT  (+/- 180 meters Scaled)
 MC0745
 MC0745                          SUPERSEDED SURVEY CONTROL
 MC0745
 MC0745  NGVD 29 (??/??/92)  209.236  (m)          686.47   (f) ADJ UNCH    2 0
 MC0745
 MC0745.Superseded values are not recommended for survey control.
 MC0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0745.See file dsdata.txt to determine how the superseded data were derived.
 MC0745
 MC0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG564076(NAD 83)
 MC0745_MARKER: DB = BENCH MARK DISK
 MC0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0745_STAMPING: E 18 1934
 MC0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0745+STABILITY: SURFACE MOTION
 MC0745
 MC0745  HISTORY     - Date     Condition        Report By
 MC0745  HISTORY     - 1934     MONUMENTED       CGS
 MC0745  HISTORY     - 1959     GOOD             NGS
 MC0745  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 MC0745
 MC0745                          STATION DESCRIPTION
 MC0745
 MC0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MC0745'1.8 MI W FROM SWANTON.
 MC0745'1.8 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MC0745'STATION AT SWANTON, FULTON COUNTY, AT A ROAD CROSSING, 37.5
 MC0745'FEET SOUTH OF THE SOUTH RAIL, 28 FEET WEST OF THE CENTERLINE
 MC0745'OF THE GRAVEL ROAD, 3 FEET NORTH OF A WIRE FENCE, AND ABOUT 5
 MC0745'FEET BELOW THE TOP OF THE RAIL, 8 FEET NORTH AND 3 FEET WEST
 MC0745'OF POWER POLE 30608.  A STANDARD DISK, STAMPED E 18 1934 AND
 MC0745'SET IN THE TOP OF A CONCRETE POST.
 MC0745
 MC0745                          STATION RECOVERY (1985)
 MC0745
 MC0745'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 MC0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1400 ***********************************************************************
 KY1400  DESIGNATION -  E 180
 KY1400  PID         -  KY1400
 KY1400  STATE/COUNTY-  OH/TUSCARAWAS
 KY1400  USGS QUAD   -  GNADENHUTTEN (1994)
 KY1400
 KY1400                         *CURRENT SURVEY CONTROL
 KY1400  ___________________________________________________________________
 KY1400* NAD 83(1986)-  40 20 50.     (N)    081 29 34.     (W)     SCALED    
 KY1400* NAVD 88     -       252.446  (meters)     828.23   (feet)  ADJUSTED  
 KY1400  ___________________________________________________________________
 KY1400  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KY1400  DYNAMIC HT  -         252.319 (meters)     827.82  (feet)  COMP
 KY1400  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KY1400
 KY1400  VERT ORDER  -  FIRST     CLASS II
 KY1400
 KY1400.The horizontal coordinates were scaled from a topographic map and have
 KY1400.an estimated accuracy of +/- 6 seconds.
 KY1400
 KY1400.The orthometric height was determined by differential leveling
 KY1400.and adjusted by the National Geodetic Survey in June 1991..
 KY1400
 KY1400.The geoid height was determined by GEOID03.
 KY1400
 KY1400.The dynamic height is computed by dividing the NAVD 88
 KY1400.geopotential number by the normal gravity value computed on the
 KY1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1400.degrees latitude (g = 980.6199 gals.).
 KY1400
 KY1400.The modeled gravity was interpolated from observed gravity values.
 KY1400
 KY1400;                    North         East    Units  Estimated Accuracy
 KY1400;SPC OH N     -    76,070.      685,570.      MT  (+/- 180 meters Scaled)
 KY1400
 KY1400                          SUPERSEDED SURVEY CONTROL
 KY1400
 KY1400  NGVD 29 (??/??/92)  252.656  (m)          828.92   (f) ADJ UNCH    1 2
 KY1400
 KY1400.Superseded values are not recommended for survey control.
 KY1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1400.See file dsdata.txt to determine how the superseded data were derived.
 KY1400
 KY1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME581664(NAD 83)
 KY1400_MARKER: DB = BENCH MARK DISK
 KY1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1400_STAMPING: E 180 1954
 KY1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1400+STABILITY: SURFACE MOTION
 KY1400
 KY1400  HISTORY     - Date     Condition        Report By
 KY1400  HISTORY     - 1954     MONUMENTED       CGS
 KY1400
 KY1400                          STATION DESCRIPTION
 KY1400
 KY1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1400'1.8 MI NE FROM PORT WASHINGTON.
 KY1400'ABOUT 1.8 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1400'THE STATION AT PORT WASHINGTON, 63 1/2 FEET NORTHWEST OF
 KY1400'NORTHWEST RAIL OF NORTHWEST MAIN TRACK, 50 FEET SOUTHEAST OF
 KY1400'CENTER LINE OF U.S. HIGHWAY 36, 48 FEET NORTHWEST OF NORTHWEST
 KY1400'RAIL OF A SIDE TRACK, 38 FEET NORTH-NORTHWEST OF MILE POST 100,
 KY1400'277 FEET NORTHEAST OF POWER POLE NO. 16/178 FROM WHICH LINES
 KY1400'CROSSES THE HIGHWAY TO THE NORTHEAST, 2 FEET SOUTHEAST OF A WHITE
 KY1400'WOODEN WITNESS POST, ABOUT LEVEL WITH TRACKS, ABOUT 3 FEET BELOW
 KY1400'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KY1400'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0669 ***********************************************************************
 MC0669  DESIGNATION -  E 181
 MC0669  PID         -  MC0669
 MC0669  STATE/COUNTY-  OH/WOOD
 MC0669  USGS QUAD   -  MAUMEE (1994)
 MC0669
 MC0669                         *CURRENT SURVEY CONTROL
 MC0669  ___________________________________________________________________
 MC0669* NAD 83(1986)-  41 30 27.     (N)    083 40 17.     (W)     SCALED    
 MC0669* NAVD 88     -       198.206  (meters)     650.28   (feet)  ADJUSTED  
 MC0669  ___________________________________________________________________
 MC0669  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC0669  DYNAMIC HT  -         198.127 (meters)     650.02  (feet)  COMP
 MC0669  MODELED GRAV-     980,219.3   (mgal)                       NAVD 88
 MC0669
 MC0669  VERT ORDER  -  FIRST     CLASS I
 MC0669
 MC0669.The horizontal coordinates were scaled from a topographic map and have
 MC0669.an estimated accuracy of +/- 6 seconds.
 MC0669
 MC0669.The orthometric height was determined by differential leveling
 MC0669.and adjusted by the National Geodetic Survey in January 1994..
 MC0669
 MC0669.The geoid height was determined by GEOID03.
 MC0669
 MC0669.The dynamic height is computed by dividing the NAVD 88
 MC0669.geopotential number by the normal gravity value computed on the
 MC0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0669.degrees latitude (g = 980.6199 gals.).
 MC0669
 MC0669.The modeled gravity was interpolated from observed gravity values.
 MC0669
 MC0669;                    North         East    Units  Estimated Accuracy
 MC0669;SPC OH N     -   205,080.      502,210.      MT  (+/- 180 meters Scaled)
 MC0669
 MC0669                          SUPERSEDED SURVEY CONTROL
 MC0669
 MC0669  NAVD 88 (06/15/91)  198.212  (m)          650.30   (f) UNKNOWN     1 1
 MC0669  NGVD 29 (??/??/92)  198.405  (m)          650.93   (f) ADJ UNCH    1 1
 MC0669
 MC0669.Superseded values are not recommended for survey control.
 MC0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0669.See file dsdata.txt to determine how the superseded data were derived.
 MC0669
 MC0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF770985(NAD 83)
 MC0669_MARKER: DB = BENCH MARK DISK
 MC0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0669_SP_SET: CONCRETE POST
 MC0669_STAMPING: E 181 1954
 MC0669_MARK LOGO: CGS   
 MC0669_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0669+STABILITY: SURFACE MOTION
 MC0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0669+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0669
 MC0669  HISTORY     - Date     Condition        Report By
 MC0669  HISTORY     - 1954     MONUMENTED       CGS
 MC0669  HISTORY     - 1968     GOOD             NGS
 MC0669  HISTORY     - 1987     GOOD             USPSQD
 MC0669  HISTORY     - 19930715 GOOD             NGS
 MC0669
 MC0669                          STATION DESCRIPTION
 MC0669
 MC0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0669'4.3 MI SW FROM PERRYSBURG.
 MC0669'ABOUT 4.3 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0669'FROM THE STATION AT PERRYSBURG, ABOUT 4.3 MILES NORTHEAST OF THE
 MC0669'CROSSING OF STATE HIGHWAY 64 AT HASKINS, 85 FEET NORTHEAST OF THE
 MC0669'CENTER OF THE CROSSING OF FIVE POINTS ROAD, 37.9 FEET SOUTHEAST
 MC0669'OF THE SOUTHEAST RAIL, 43 FEET NORTH OF THE CENTER LINE OF THE
 MC0669'ROAD, 4 1/2 FEET NORTHEAST OF MILEPOLE 188-28, IN LINE WITH A ROW
 MC0669'OF POLES, 1.1 FEET SOUTHWEST OF A METAL WITNESS POST, 3 FEET
 MC0669'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 MC0669'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 MC0669
 MC0669                          STATION RECOVERY (1987)
 MC0669
 MC0669'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0669'RECOVERED IN GOOD CONDITION.
 MC0669
 MC0669                          STATION RECOVERY (1993)
 MC0669
 MC0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0669'5.5 KM (3.40 MI) NORTHEASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM
 MC0669'THE JUNCTION OF STATE HIGHWAY 64 IN HASKINS, 15.7 M (51.5 FT) NORTH
 MC0669'OF THE CENTER OF FIVE POINTS ROAD, 11.6 M (38.1 FT) SOUTHEAST OF THE
 MC0669'NEAR RAIL, 1.3 M (4.3 FT) NORTH OF UTILITY POLE NUMBER LS 2, 0.9 M
 MC0669'(3.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) SOUTH OF A
 MC0669'WITNESS POST, AND THE MONUMENT PROJECTS 0.07 M (0.23 FT) ABOVE THE
 MC0669'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0734 ***********************************************************************
 MC0734  DESIGNATION -  E 182
 MC0734  PID         -  MC0734
 MC0734  STATE/COUNTY-  OH/LUCAS
 MC0734  USGS QUAD   -  TOLEDO (1980)
 MC0734
 MC0734                         *CURRENT SURVEY CONTROL
 MC0734  ___________________________________________________________________
 MC0734* NAD 83(1995)-  41 41 37.56925(N)    083 31 36.97695(W)     ADJUSTED  
 MC0734* NAVD 88     -       181.073  (meters)     594.07   (feet)  ADJUSTED  
 MC0734  ___________________________________________________________________
 MC0734  X           -     537,728.418 (meters)                     COMP
 MC0734  Y           -  -4,739,391.764 (meters)                     COMP
 MC0734  Z           -   4,220,363.388 (meters)                     COMP
 MC0734  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 MC0734  ELLIP HEIGHT-         145.75  (meters)          (10/07/05) GPS OBS
 MC0734  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0734  DYNAMIC HT  -         181.003 (meters)     593.84  (feet)  COMP
 MC0734  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 MC0734
 MC0734  HORZ ORDER  -  FIRST
 MC0734  VERT ORDER  -  FIRST     CLASS I
 MC0734  ELLP ORDER  -  FOURTH    CLASS I
 MC0734
 MC0734.The horizontal coordinates were established by GPS observations
 MC0734.and adjusted by the National Geodetic Survey in April 1998..
 MC0734
 MC0734.The orthometric height was determined by differential leveling
 MC0734.and adjusted by the National Geodetic Survey in June 1991..
 MC0734
 MC0734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC0734
 MC0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0734
 MC0734.The ellipsoidal height was determined by GPS observations
 MC0734.and is referenced to NAD 83.
 MC0734
 MC0734.The geoid height was determined by GEOID03.
 MC0734
 MC0734.The dynamic height is computed by dividing the NAVD 88
 MC0734.geopotential number by the normal gravity value computed on the
 MC0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0734.degrees latitude (g = 980.6199 gals.).
 MC0734
 MC0734.The modeled gravity was interpolated from observed gravity values.
 MC0734
 MC0734;                    North         East     Units Scale Factor Converg.
 MC0734;SPC OH N     -   225,611.529   514,512.767   MT  0.99999880   -0 40 28.7
 MC0734;UTM  17      - 4,618,862.115   289,716.652   MT  1.00014418   -1 40 53.1
 MC0734
 MC0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0734!SPC OH N     -   0.99997714  x   0.99999880  =   0.99997594
 MC0734!UTM  17      -   0.99997714  x   1.00014418  =   1.00012132
 MC0734
 MC0734                          SUPERSEDED SURVEY CONTROL
 MC0734
 MC0734  ELLIP H (04/01/98)  145.79   (m)                       GP(       ) 4 1
 MC0734  NAD 83(1995)-  41 41 37.56924(N)    083 31 36.97694(W) AD(       ) 1
 MC0734  NAD 83(1986)-  41 41 37.58272(N)    083 31 36.99425(W) AD(       ) 1
 MC0734  NAVD 88 (09/14/94)  181.07   (m)          594.1    (f) LEVELING    3  
 MC0734  NGVD 29 (??/??/92)  181.257  (m)          594.67   (f) ADJ UNCH    1 1
 MC0734
 MC0734.Superseded values are not recommended for survey control.
 MC0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0734.See file dsdata.txt to determine how the superseded data were derived.
 MC0734
 MC0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8971718862(NAD 83)
 MC0734_MARKER: DB = BENCH MARK DISK
 MC0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0734_SP_SET: CONCRETE POST
 MC0734_STAMPING: E 182 1954
 MC0734_MARK LOGO: CGS   
 MC0734_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0734+STABILITY: SURFACE MOTION
 MC0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0734+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 MC0734
 MC0734  HISTORY     - Date     Condition        Report By
 MC0734  HISTORY     - 1954     MONUMENTED       CGS
 MC0734  HISTORY     - 1968     GOOD             NGS
 MC0734  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 MC0734  HISTORY     - 19921204 GOOD             PLSO
 MC0734  HISTORY     - 19930715 GOOD             NGS
 MC0734  HISTORY     - 19930924 GOOD             GEOMET
 MC0734  HISTORY     - 20010501 GOOD             JCLS
 MC0734  HISTORY     - 20010501 GOOD             JCLS
 MC0734
 MC0734                          STATION DESCRIPTION
 MC0734
 MC0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0734'AT TOLEDO.
 MC0734'AT TOLEDO, ABOUT 0.5 MILE NORTH ALONG STICKNEY AVENUE FROM THE
 MC0734'INTERSECTION OF MANHATTAN BLVD, ABOUT 80 YARDS NORTH OF THE
 MC0734'JUNCTION OF ELBON STREET, NEAR THE CROSSING OF A DOUBLE RAILROAD
 MC0734'TRACK, 47.9 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 MC0734'20.7 FEET EAST OF THE EAST CURB OF THE AVENUE, 24.8 FEET NORTH
 MC0734'OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE AROUND THE
 MC0734'KAISER JEEP CORP. PLANT, 20.4 FEET NORTHEAST OF THE CENTER OF
 MC0734'A ROUND MANHOLE COVER MARKED WATER, 1.2 FEET NORTH OF A METAL
 MC0734'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE AVENUE AND SET IN
 MC0734'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 MC0734'OF THE GROUND.
 MC0734
 MC0734                          STATION RECOVERY (1983)
 MC0734
 MC0734'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0734'MARK NOT FOUND.
 MC0734
 MC0734                          STATION RECOVERY (1992)
 MC0734
 MC0734'RECOVERY NOTE BY LAND SURV OF OH 1992
 MC0734'THE STATION IS LOCATED IN TOLEDO, ABOUT 4 KM (2.50 MI) NORTH OF THE
 MC0734'CITY CENTER, 0.4 KM (0.25 MI) NORTH ALONG STICKNEY AVENUE FROM THE
 MC0734'JUNCTION OF INTERSTATE 75, JUST NORTHEAST OF A RAILROAD CROSSING, AND
 MC0734'NEAR THE SOUTHWEST CORNER OF A JEEP FACTORY.   IT IS 18.9 M
 MC0734'(62.0 FT) NORTH OF THE NORTH RAIL, 6.3 M (20.7 FT) EAST OF THE EAST
 MC0734'CURB, 7.6 M (24.9 FT) NORTH OF THE SOUTHWEST CORNER OF THE CHAIN LINK
 MC0734'FENCE AROUND THE FACTORY, 6.28 M (20.60 FT) NORTHEAST OF A MANHOLE
 MC0734'COVER MARKED--WATER--, 5.39 M (17.68 FT) SOUTHEAST OF ANOTHER MANHOLE,
 MC0734'0.4 M (1.3 FT) WEST OF THE CHAIN LINK FENCE AND A FIBERGLASS WITNESS
 MC0734'POST, 0.3 M (1.0 FT) BELOW THE STREET LEVEL, AND SET IN A ROUND
 MC0734'CONCRETE MONUMENT PROJECTING 0.1 M (0.3 FT) .
 MC0734
 MC0734                          STATION RECOVERY (1993)
 MC0734
 MC0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0734'0.5 KM (0.30 MI) NORTHERLY ALONG STICKNEY AVENUE FROM THE JUNCTION OF
 MC0734'INTERSTATE HIGHWAY 75 IN TOLEDO, 115.9 M (380.2 FT) NORTH OF THE
 MC0734'CENTER OF ELBON STREET, 18.7 M (61.4 FT) NORTH OF THE NEAR RAIL OF
 MC0734'THE CONRAIL RAILROAD, 12.1 M (39.7 FT) EAST OF THE CENTERLINE OF THE
 MC0734'AVENUE, 7.0 M (23.0 FT) NORTH OF THE SOUTHWEST CORNER OF A FENCE, 0.4
 MC0734'M (1.3 FT) WEST OF A FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 MC0734'AVENUE, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 MC0734'FLUSH WITH THE GROUND SURFACE.
 MC0734
 MC0734                          STATION RECOVERY (1993)
 MC0734
 MC0734'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 MC0734'RECOVERED IN GOOD CONDITION.
 MC0734
 MC0734                          STATION RECOVERY (2001)
 MC0734
 MC0734'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 MC0734' 
 MC0734' 
 MC0734
 MC0734                          STATION RECOVERY (2001)
 MC0734
 MC0734'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 MC0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1446 ***********************************************************************
 JX1446  DESIGNATION -  E 183
 JX1446  PID         -  JX1446
 JX1446  STATE/COUNTY-  OH/GUERNSEY
 JX1446  USGS QUAD   -  NEW CONCORD (1994)
 JX1446
 JX1446                         *CURRENT SURVEY CONTROL
 JX1446  ___________________________________________________________________
 JX1446* NAD 83(1986)-  39 59 42.     (N)    081 43 12.     (W)     SCALED    
 JX1446* NAVD 88     -       253.024  (meters)     830.13   (feet)  ADJUSTED  
 JX1446  ___________________________________________________________________
 JX1446  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JX1446  DYNAMIC HT  -         252.887 (meters)     829.68  (feet)  COMP
 JX1446  MODELED GRAV-     980,077.4   (mgal)                       NAVD 88
 JX1446
 JX1446  VERT ORDER  -  FIRST     CLASS II
 JX1446
 JX1446.The horizontal coordinates were scaled from a topographic map and have
 JX1446.an estimated accuracy of +/- 6 seconds.
 JX1446
 JX1446.The orthometric height was determined by differential leveling
 JX1446.and adjusted by the National Geodetic Survey in June 1991..
 JX1446
 JX1446.The geoid height was determined by GEOID03.
 JX1446
 JX1446.The dynamic height is computed by dividing the NAVD 88
 JX1446.geopotential number by the normal gravity value computed on the
 JX1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1446.degrees latitude (g = 980.6199 gals.).
 JX1446
 JX1446.The modeled gravity was interpolated from observed gravity values.
 JX1446
 JX1446;                    North         East    Units  Estimated Accuracy
 JX1446;SPC OH S     -   221,770.      666,610.      MT  (+/- 180 meters Scaled)
 JX1446
 JX1446                          SUPERSEDED SURVEY CONTROL
 JX1446
 JX1446  NGVD 29 (??/??/92)  253.248  (m)          830.86   (f) ADJ UNCH    1 2
 JX1446
 JX1446.Superseded values are not recommended for survey control.
 JX1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1446.See file dsdata.txt to determine how the superseded data were derived.
 JX1446
 JX1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME385274(NAD 83)
 JX1446_MARKER: DB = BENCH MARK DISK
 JX1446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1446_SP_SET: CULVERT
 JX1446_STAMPING: E 183 1954
 JX1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1446
 JX1446  HISTORY     - Date     Condition        Report By
 JX1446  HISTORY     - 1954     MONUMENTED       CGS
 JX1446
 JX1446                          STATION DESCRIPTION
 JX1446
 JX1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1446'0.9 MI E FROM NEW CONCORD.
 JX1446'0.9 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1446'STATION AT NEW CONCORD, ABOUT 0.25 MILE EAST OF OVERPASS OF A
 JX1446'COUNTY ROAD OVER THE TRACKS, ABOUT 0.25 MILE EAST OF THE
 JX1446'GUERNSEY-MUSKINGUM COUNTY LINE, IN THE TOP OF THE EAST END OF THE
 JX1446'SOUTH HEAD WALL OF A 12-FOOT CONCRETE CULVERT UNDER U.S. HIGHWAY
 JX1446'40, 116 FEET NORTH OF NORTH RAIL, 46 FEET SOUTH OF CENTER LINE
 JX1446'OF HIGHWAY AND ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1426 ***********************************************************************
 JX1426  DESIGNATION -  E 184
 JX1426  PID         -  JX1426
 JX1426  STATE/COUNTY-  OH/MUSKINGUM
 JX1426  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX1426
 JX1426                         *CURRENT SURVEY CONTROL
 JX1426  ___________________________________________________________________
 JX1426* NAD 83(1986)-  39 59 02.     (N)    081 54 13.     (W)     SCALED    
 JX1426* NAVD 88     -       247.697  (meters)     812.65   (feet)  ADJUSTED  
 JX1426  ___________________________________________________________________
 JX1426  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX1426  DYNAMIC HT  -         247.564 (meters)     812.22  (feet)  COMP
 JX1426  MODELED GRAV-     980,082.9   (mgal)                       NAVD 88
 JX1426
 JX1426  VERT ORDER  -  FIRST     CLASS II
 JX1426
 JX1426.The horizontal coordinates were scaled from a topographic map and have
 JX1426.an estimated accuracy of +/- 6 seconds.
 JX1426
 JX1426.The orthometric height was determined by differential leveling
 JX1426.and adjusted by the National Geodetic Survey in June 1991..
 JX1426
 JX1426.The geoid height was determined by GEOID03.
 JX1426
 JX1426.The dynamic height is computed by dividing the NAVD 88
 JX1426.geopotential number by the normal gravity value computed on the
 JX1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1426.degrees latitude (g = 980.6199 gals.).
 JX1426
 JX1426.The modeled gravity was interpolated from observed gravity values.
 JX1426
 JX1426;                    North         East    Units  Estimated Accuracy
 JX1426;SPC OH S     -   220,410.      650,940.      MT  (+/- 180 meters Scaled)
 JX1426
 JX1426                          SUPERSEDED SURVEY CONTROL
 JX1426
 JX1426  NGVD 29 (??/??/92)  247.920  (m)          813.38   (f) ADJ UNCH    1 2
 JX1426
 JX1426.Superseded values are not recommended for survey control.
 JX1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1426.See file dsdata.txt to determine how the superseded data were derived.
 JX1426
 JX1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME228263(NAD 83)
 JX1426_MARKER: DB = BENCH MARK DISK
 JX1426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1426_SP_SET: BUILDING
 JX1426_STAMPING: E 184 1954
 JX1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1426
 JX1426  HISTORY     - Date     Condition        Report By
 JX1426  HISTORY     - 1954     MONUMENTED       CGS
 JX1426
 JX1426                          STATION DESCRIPTION
 JX1426
 JX1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1426'7.4 MI NE FROM ZANESVILLE.
 JX1426'7.4 MILES NORTHEAST AND EAST ALONG THE BALITMORE AND OHIO
 JX1426'RAILROAD FROM THE STATION AT ZANESVILLE, AT SONORA, AT A STREET
 JX1426'CROSSING (NO. 5187), SET VERTICALLY IN THE SOUTH FACE OF STONE
 JX1426'MASONRY FOUNDATION OF FEED MILL AND ELEVATOR BUILDING AT
 JX1426'SONORA, 23 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST SIDE
 JX1426'TRACK, 47 1/2 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK,
 JX1426'2.2 FEET WEST OF SOUTHEAST CORNER OF BUILDING AND 3.7 FEET
 JX1426'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0086 ***********************************************************************
 JY0086  DESIGNATION -  E 185
 JY0086  PID         -  JY0086
 JY0086  STATE/COUNTY-  OH/MUSKINGUM
 JY0086  USGS QUAD   -  ZANESVILLE WEST (1992)
 JY0086
 JY0086                         *CURRENT SURVEY CONTROL
 JY0086  ___________________________________________________________________
 JY0086* NAD 83(1986)-  39 56 18.     (N)    082 00 24.     (W)     SCALED    
 JY0086* NAVD 88     -       216.927  (meters)     711.70   (feet)  ADJUSTED  
 JY0086  ___________________________________________________________________
 JY0086  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JY0086  DYNAMIC HT  -         216.809 (meters)     711.31  (feet)  COMP
 JY0086  MODELED GRAV-     980,079.8   (mgal)                       NAVD 88
 JY0086
 JY0086  VERT ORDER  -  FIRST     CLASS II
 JY0086
 JY0086.The horizontal coordinates were scaled from a topographic map and have
 JY0086.an estimated accuracy of +/- 6 seconds.
 JY0086
 JY0086.The orthometric height was determined by differential leveling
 JY0086.and adjusted by the National Geodetic Survey in June 1991..
 JY0086
 JY0086.The geoid height was determined by GEOID03.
 JY0086
 JY0086.The dynamic height is computed by dividing the NAVD 88
 JY0086.geopotential number by the normal gravity value computed on the
 JY0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0086.degrees latitude (g = 980.6199 gals.).
 JY0086
 JY0086.The modeled gravity was interpolated from observed gravity values.
 JY0086
 JY0086;                    North         East    Units  Estimated Accuracy
 JY0086;SPC OH S     -   215,300.      642,170.      MT  (+/- 180 meters Scaled)
 JY0086
 JY0086                          SUPERSEDED SURVEY CONTROL
 JY0086
 JY0086  NGVD 29 (??/??/92)  217.150  (m)          712.43   (f) ADJ UNCH    1 2
 JY0086
 JY0086.Superseded values are not recommended for survey control.
 JY0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0086.See file dsdata.txt to determine how the superseded data were derived.
 JY0086
 JY0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME139213(NAD 83)
 JY0086_MARKER: DB = BENCH MARK DISK
 JY0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0086_SP_SET: FOUNDATION
 JY0086_STAMPING: E 185 1954
 JY0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0086
 JY0086  HISTORY     - Date     Condition        Report By
 JY0086  HISTORY     - 1954     MONUMENTED       CGS
 JY0086  HISTORY     - 1960     GOOD             NGS
 JY0086
 JY0086                          STATION DESCRIPTION
 JY0086
 JY0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0086'AT ZANESVILLE.
 JY0086'AT ZANESVILLE, AT THE INTERSECTION OF FIFTH AND SOUTH STREETS,
 JY0086'AT THE POST OFFICE, 151 FEET WEST OF WEST CURB OF FIFTH STREET,
 JY0086'44 FEET NORTH OF NORTH CURB OF SOUTH STREET, SET VERTICALLY IN
 JY0086'THE SOUTH FACE OF CONCRETE FOUNDATION OF WEST WING TO POST OFFICE,
 JY0086'1.4 FEET EAST OF SOUTHWEST CORNER OF WEST WING, 10 1/2 FEET EAST
 JY0086'OF CENTER OF AN ALLEY AND 2.7 FEET ABOVE A CONCRETE WALK.
 JY0086
 JY0086                          STATION RECOVERY (1960)
 JY0086
 JY0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JY0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1524 ***********************************************************************
 KY1524  DESIGNATION -  E 186
 KY1524  PID         -  KY1524
 KY1524  STATE/COUNTY-  OH/GUERNSEY
 KY1524  USGS QUAD   -  KIMBOLTON (1994)
 KY1524
 KY1524                         *CURRENT SURVEY CONTROL
 KY1524  ___________________________________________________________________
 KY1524* NAD 83(1986)-  40 07 31.     (N)    081 35 00.     (W)     SCALED    
 KY1524* NAVD 88     -       244.227  (meters)     801.27   (feet)  ADJUSTED  
 KY1524  ___________________________________________________________________
 KY1524  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY1524  DYNAMIC HT  -         244.096 (meters)     800.84  (feet)  COMP
 KY1524  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 KY1524
 KY1524  VERT ORDER  -  FIRST     CLASS II
 KY1524
 KY1524.The horizontal coordinates were scaled from a topographic map and have
 KY1524.an estimated accuracy of +/- 6 seconds.
 KY1524
 KY1524.The orthometric height was determined by differential leveling
 KY1524.and adjusted by the National Geodetic Survey in June 1991..
 KY1524
 KY1524.The geoid height was determined by GEOID03.
 KY1524
 KY1524.The dynamic height is computed by dividing the NAVD 88
 KY1524.geopotential number by the normal gravity value computed on the
 KY1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1524.degrees latitude (g = 980.6199 gals.).
 KY1524
 KY1524.The modeled gravity was interpolated from observed gravity values.
 KY1524
 KY1524;                    North         East    Units  Estimated Accuracy
 KY1524;SPC OH S     -   236,340.      678,140.      MT  (+/- 180 meters Scaled)
 KY1524
 KY1524                          SUPERSEDED SURVEY CONTROL
 KY1524
 KY1524  NGVD 29 (??/??/92)  244.442  (m)          801.97   (f) ADJ UNCH    1 2
 KY1524
 KY1524.Superseded values are not recommended for survey control.
 KY1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1524.See file dsdata.txt to determine how the superseded data were derived.
 KY1524
 KY1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME502418(NAD 83)
 KY1524_MARKER: DB = BENCH MARK DISK
 KY1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1524_STAMPING: E 186 1954
 KY1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1524+STABILITY: SURFACE MOTION
 KY1524
 KY1524  HISTORY     - Date     Condition        Report By
 KY1524  HISTORY     - 1954     MONUMENTED       CGS
 KY1524
 KY1524                          STATION DESCRIPTION
 KY1524
 KY1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1524'8.4 MI N FROM CAMBRIDGE.
 KY1524'8.45 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1524'BALTIMORE AND OHIO RAILROAD STATION AT CAMBRIDGE, ABOUT 0.3
 KY1524'MILE NORTHEAST OF MILE POST 66, AT THE SOUTH CORNER OF A
 KY1524'CULTIVATED FIELD, 26 FEET NORTHWEST OF NORTHWEST RAIL, 110 FEET
 KY1524'NORTHEAST OF CENTER OF A FARM CROSSING, 7 FEET NORTHWEST OF
 KY1524'CENTER OF A FARM DRIVE INTO FIELD, 7 FEET EAST-NORTHEAST OF A
 KY1524'12-INCH ELM TREE IN A FENCE LINE AT A POINT WHERE THE FENCE
 KY1524'DROPS SHARPLY TO THE WEST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 KY1524'POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP
 KY1524'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0520 ***********************************************************************
 JY0520  DESIGNATION -  E 187
 JY0520  PID         -  JY0520
 JY0520  STATE/COUNTY-  OH/PICKAWAY
 JY0520  USGS QUAD   -  KINGSTON (1992)
 JY0520
 JY0520                         *CURRENT SURVEY CONTROL
 JY0520  ___________________________________________________________________
 JY0520* NAD 83(1986)-  39 29 22.     (N)    082 55 17.     (W)     SCALED    
 JY0520* NAVD 88     -       223.036  (meters)     731.74   (feet)  ADJUSTED  
 JY0520  ___________________________________________________________________
 JY0520  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JY0520  DYNAMIC HT  -         222.902 (meters)     731.30  (feet)  COMP
 JY0520  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 JY0520
 JY0520  VERT ORDER  -  FIRST     CLASS I
 JY0520
 JY0520.The horizontal coordinates were scaled from a topographic map and have
 JY0520.an estimated accuracy of +/- 6 seconds.
 JY0520
 JY0520.The orthometric height was determined by differential leveling
 JY0520.and adjusted by the National Geodetic Survey in June 1991..
 JY0520
 JY0520.The geoid height was determined by GEOID03.
 JY0520
 JY0520.The dynamic height is computed by dividing the NAVD 88
 JY0520.geopotential number by the normal gravity value computed on the
 JY0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0520.degrees latitude (g = 980.6199 gals.).
 JY0520
 JY0520.The modeled gravity was interpolated from observed gravity values.
 JY0520
 JY0520;                    North         East    Units  Estimated Accuracy
 JY0520;SPC OH S     -   165,430.      563,750.      MT  (+/- 180 meters Scaled)
 JY0520
 JY0520                          SUPERSEDED SURVEY CONTROL
 JY0520
 JY0520  NGVD 29 (??/??/92)  223.198  (m)          732.28   (f) ADJ UNCH    1 1
 JY0520
 JY0520.Superseded values are not recommended for survey control.
 JY0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0520.See file dsdata.txt to determine how the superseded data were derived.
 JY0520
 JY0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD347728(NAD 83)
 JY0520_MARKER: DB = BENCH MARK DISK
 JY0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0520_STAMPING: E 187 1954
 JY0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0520+STABILITY: SURFACE MOTION
 JY0520
 JY0520  HISTORY     - Date     Condition        Report By
 JY0520  HISTORY     - 1954     MONUMENTED       CGS
 JY0520  HISTORY     - 1967     GOOD             NGS
 JY0520
 JY0520                          STATION DESCRIPTION
 JY0520
 JY0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0520'1.2 MI N FROM KINGSTON.
 JY0520'1.2 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY0520'STATION AT KINGSTON, ABOUT 0.2 MILE SOUTH OF MILE POST N 668,
 JY0520'AT A PRIVATE ROAD CROSSING, 44 FEET WEST OF WEST RAIL OF WEST
 JY0520'TRACK, 20 FEET NORTH OF CENTER LINE OF ROAD, 59 FEET NORTHWEST
 JY0520'OF CENTER OF CROSSING OF WEST TRACK AND ROAD, 9 FEET
 JY0520'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 2 1/2 FEET EAST OF A FENCE
 JY0520'CORNER, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JY0520'7 FEET BELOW LEVEL OF TRACKS AND SET IN THE TOP OF A CONCRETE
 JY0520'POST PROJECTING 4 INCHES.
 JY0520
 JY0520                          STATION RECOVERY (1967)
 JY0520
 JY0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0738 ***********************************************************************
 JY0738  DESIGNATION -  E 188
 JY0738  PID         -  JY0738
 JY0738  STATE/COUNTY-  OH/PICKAWAY
 JY0738  USGS QUAD   -  LOCKBOURNE (1992)
 JY0738
 JY0738                         *CURRENT SURVEY CONTROL
 JY0738  ___________________________________________________________________
 JY0738* NAD 83(1986)-  39 48 00.     (N)    082 57 25.     (W)     SCALED    
 JY0738* NAVD 88     -       218.952  (meters)     718.35   (feet)  ADJUSTED  
 JY0738  ___________________________________________________________________
 JY0738  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JY0738  DYNAMIC HT  -         218.826 (meters)     717.93  (feet)  COMP
 JY0738  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 JY0738
 JY0738  VERT ORDER  -  FIRST     CLASS I
 JY0738
 JY0738.The horizontal coordinates were scaled from a topographic map and have
 JY0738.an estimated accuracy of +/- 6 seconds.
 JY0738
 JY0738.The orthometric height was determined by differential leveling
 JY0738.and adjusted by the National Geodetic Survey in June 1991..
 JY0738
 JY0738.The geoid height was determined by GEOID03.
 JY0738
 JY0738.The dynamic height is computed by dividing the NAVD 88
 JY0738.geopotential number by the normal gravity value computed on the
 JY0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0738.degrees latitude (g = 980.6199 gals.).
 JY0738
 JY0738.The modeled gravity was interpolated from observed gravity values.
 JY0738
 JY0738;                    North         East    Units  Estimated Accuracy
 JY0738;SPC OH S     -   199,930.      560,870.      MT  (+/- 180 meters Scaled)
 JY0738
 JY0738                          SUPERSEDED SURVEY CONTROL
 JY0738
 JY0738  NGVD 29 (??/??/92)  219.124  (m)          718.91   (f) ADJ UNCH    1 1
 JY0738
 JY0738.Superseded values are not recommended for survey control.
 JY0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0738.See file dsdata.txt to determine how the superseded data were derived.
 JY0738
 JY0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE324073(NAD 83)
 JY0738_MARKER: DB = BENCH MARK DISK
 JY0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0738_SP_SET: CULVERT ABUTMENT
 JY0738_STAMPING: E 188 1954
 JY0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0738
 JY0738  HISTORY     - Date     Condition        Report By
 JY0738  HISTORY     - 1954     MONUMENTED       CGS
 JY0738  HISTORY     - 1967     GOOD             NGS
 JY0738
 JY0738                          STATION DESCRIPTION
 JY0738
 JY0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0738'1.9 MI N FROM DUVALL.
 JY0738'ABOUT 1.9 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0738'FROM THE CROSSING OF THE HARRISBURG-FAIRFIELD ROAD AT DUVALL,
 JY0738'ABOUT 0.85 MILE SOUTH OF THE OVERPASS OVER CANAL ROAD AT
 JY0738'LOCKBOURNE, ABOUT 0.1 MILE NORTH OF MILEPOST N 690, SET
 JY0738'ON THE TOP OF THE EAST END OF THE NORTH STONE ABUTMENT OF
 JY0738'AN 8-FOOT CULVERT UNDER A ROAD BETWEEN TRACKS, 55 FEET WEST
 JY0738'OF THE WEST RAIL OF THE NORFOLK AND WESTERN RAILWAY, 28 FEET
 JY0738'SOUTHWEST OF THE 10TH TELEPHONE POLE NORTH OF THE MILEPOST,
 JY0738'AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0707 ***********************************************************************
 JY0707  DESIGNATION -  E 189
 JY0707  PID         -  JY0707
 JY0707  STATE/COUNTY-  OH/FRANKLIN
 JY0707  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0707
 JY0707                         *CURRENT SURVEY CONTROL
 JY0707  ___________________________________________________________________
 JY0707* NAD 83(1986)-  39 55 34.     (N)    082 59 44.     (W)     SCALED    
 JY0707* NAVD 88     -       228.406  (meters)     749.36   (feet)  ADJUSTED  
 JY0707  ___________________________________________________________________
 JY0707  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JY0707  DYNAMIC HT  -         228.278 (meters)     748.94  (feet)  COMP
 JY0707  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 JY0707
 JY0707  VERT ORDER  -  FIRST     CLASS I
 JY0707
 JY0707.The horizontal coordinates were scaled from a topographic map and have
 JY0707.an estimated accuracy of +/- 6 seconds.
 JY0707
 JY0707.The orthometric height was determined by differential leveling
 JY0707.and adjusted by the National Geodetic Survey in June 1991..
 JY0707
 JY0707.The geoid height was determined by GEOID03.
 JY0707
 JY0707.The dynamic height is computed by dividing the NAVD 88
 JY0707.geopotential number by the normal gravity value computed on the
 JY0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0707.degrees latitude (g = 980.6199 gals.).
 JY0707
 JY0707.The modeled gravity was interpolated from observed gravity values.
 JY0707
 JY0707;                    North         East    Units  Estimated Accuracy
 JY0707;SPC OH S     -   213,950.      557,640.      MT  (+/- 180 meters Scaled)
 JY0707
 JY0707                          SUPERSEDED SURVEY CONTROL
 JY0707
 JY0707  NGVD 29 (??/??/92)  228.588  (m)          749.96   (f) ADJ UNCH    1 1
 JY0707
 JY0707.Superseded values are not recommended for survey control.
 JY0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0707.See file dsdata.txt to determine how the superseded data were derived.
 JY0707
 JY0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE294214(NAD 83)
 JY0707_MARKER: DB = BENCH MARK DISK
 JY0707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0707_SP_SET: FOUNDATION
 JY0707_STAMPING: E 189 1954
 JY0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0707
 JY0707  HISTORY     - Date     Condition        Report By
 JY0707  HISTORY     - 1954     MONUMENTED       CGS
 JY0707  HISTORY     - 1967     GOOD             NGS
 JY0707
 JY0707                          STATION DESCRIPTION
 JY0707
 JY0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0707'AT COLUMBUS.
 JY0707'AT COLUMBUS, ABOUT 2.0 MILES SOUTH ALONG SOUTH HIGH STREET FROM
 JY0707'THE COURTHOUSE, NEAR THE SOUTHWEST CORNER OF THE INTERSECTION OF
 JY0707'SOUTH HIGH STREET AND INNIS PLACE, SET ON THE TOP OF THE NORTH END
 JY0707'OF THE STONE BASE FOR THE CONCRETE FOUNDATION FOR A LARGE TWO-STORIED
 JY0707'RED BRICK BUILDING, 137 FEET SOUTH OF THE SOUTH CURB OF INNIS PLACE,
 JY0707'16.8 FEET WEST OF THE WEST CURB LINE OF SOUTH HIGH STREET, 11.7
 JY0707'FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 0.5 FOOT EAST
 JY0707'OF THE EAST FACE OF THE FOUNDATION, 1 FOOT ABOVE THE LEVEL OF THE
 JY0707'STREET AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0380 ***********************************************************************
 MC0380  DESIGNATION -  E 19
 MC0380  PID         -  MC0380
 MC0380  STATE/COUNTY-  OH/OTTAWA
 MC0380  USGS QUAD   -  OAK HARBOR (1980)
 MC0380
 MC0380                         *CURRENT SURVEY CONTROL
 MC0380  ___________________________________________________________________
 MC0380* NAD 83(1986)-  41 31 57.     (N)    083 12 31.     (W)     SCALED    
 MC0380* NAVD 88     -       183.353  (meters)     601.55   (feet)  ADJUSTED  
 MC0380  ___________________________________________________________________
 MC0380  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 MC0380  DYNAMIC HT  -         183.278 (meters)     601.30  (feet)  COMP
 MC0380  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 MC0380
 MC0380  VERT ORDER  -  SECOND    CLASS 0
 MC0380
 MC0380.The horizontal coordinates were scaled from a topographic map and have
 MC0380.an estimated accuracy of +/- 6 seconds.
 MC0380
 MC0380.The orthometric height was determined by differential leveling
 MC0380.and adjusted by the National Geodetic Survey in June 1991..
 MC0380
 MC0380.The geoid height was determined by GEOID03.
 MC0380
 MC0380.The dynamic height is computed by dividing the NAVD 88
 MC0380.geopotential number by the normal gravity value computed on the
 MC0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0380.degrees latitude (g = 980.6199 gals.).
 MC0380
 MC0380.The modeled gravity was interpolated from observed gravity values.
 MC0380
 MC0380;                    North         East    Units  Estimated Accuracy
 MC0380;SPC OH N     -   207,440.      540,870.      MT  (+/- 180 meters Scaled)
 MC0380
 MC0380                          SUPERSEDED SURVEY CONTROL
 MC0380
 MC0380  NGVD 29 (??/??/92)  183.638  (m)          602.49   (f) ADJ UNCH    2 0
 MC0380
 MC0380.Superseded values are not recommended for survey control.
 MC0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0380.See file dsdata.txt to determine how the superseded data were derived.
 MC0380
 MC0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG157002(NAD 83)
 MC0380_MARKER: DB = BENCH MARK DISK
 MC0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0380_STAMPING: E 19 1934
 MC0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0380+STABILITY: SURFACE MOTION
 MC0380
 MC0380  HISTORY     - Date     Condition        Report By
 MC0380  HISTORY     - 1934     MONUMENTED       CGS
 MC0380  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0380
 MC0380                          STATION DESCRIPTION
 MC0380
 MC0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0380'AT ROCKY RIDGE.
 MC0380'AT ROCKY RIDGE, OTTAWA COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MC0380'32 YARDS WEST OF THE WEST END OF THE STATION, 34 YARDS EAST OF
 MC0380'THE SOUTHEAST CORNER OF A SMALL TOOLHOUSE, 43.1 FEET SOUTH OF
 MC0380'THE SOUTH RAIL, 7.9 FEET WEST OF A POLE, AND ABOUT 1 FOOT BELOW
 MC0380'THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED E 19 1934 AND
 MC0380'SET IN THE TOP OF A CONCRETE POST.
 MC0380
 MC0380                          STATION RECOVERY (1980)
 MC0380
 MC0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0380'NOT RECOVERED, THE TOOL SHED IS GONE AND THE TRACKS HAVE BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0041 ***********************************************************************
 JY0041  DESIGNATION -  E 190
 JY0041  PID         -  JY0041
 JY0041  STATE/COUNTY-  OH/PERRY
 JY0041  USGS QUAD   -  THORNVILLE (1992)
 JY0041
 JY0041                         *CURRENT SURVEY CONTROL
 JY0041  ___________________________________________________________________
 JY0041* NAD 83(1986)-  39 54 33.     (N)    082 24 47.     (W)     SCALED    
 JY0041* NAVD 88     -       273.011  (meters)     895.70   (feet)  ADJUSTED  
 JY0041  ___________________________________________________________________
 JY0041  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY0041  DYNAMIC HT  -         272.854 (meters)     895.19  (feet)  COMP
 JY0041  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 JY0041
 JY0041  VERT ORDER  -  FIRST     CLASS II
 JY0041
 JY0041.The horizontal coordinates were scaled from a topographic map and have
 JY0041.an estimated accuracy of +/- 6 seconds.
 JY0041
 JY0041.The orthometric height was determined by differential leveling
 JY0041.and adjusted by the National Geodetic Survey in June 1991..
 JY0041
 JY0041.The geoid height was determined by GEOID03.
 JY0041
 JY0041.The dynamic height is computed by dividing the NAVD 88
 JY0041.geopotential number by the normal gravity value computed on the
 JY0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0041.degrees latitude (g = 980.6199 gals.).
 JY0041
 JY0041.The modeled gravity was interpolated from observed gravity values.
 JY0041
 JY0041;                    North         East    Units  Estimated Accuracy
 JY0041;SPC OH S     -   211,950.      607,430.      MT  (+/- 180 meters Scaled)
 JY0041
 JY0041                          SUPERSEDED SURVEY CONTROL
 JY0041
 JY0041  NGVD 29 (??/??/92)  273.211  (m)          896.36   (f) ADJ UNCH    1 2
 JY0041
 JY0041.Superseded values are not recommended for survey control.
 JY0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0041.See file dsdata.txt to determine how the superseded data were derived.
 JY0041
 JY0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE792186(NAD 83)
 JY0041_MARKER: DB = BENCH MARK DISK
 JY0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0041_SP_SET: CULVERT
 JY0041_STAMPING: E 190 1954
 JY0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0041
 JY0041  HISTORY     - Date     Condition        Report By
 JY0041  HISTORY     - 1954     MONUMENTED       CGS
 JY0041
 JY0041                          STATION DESCRIPTION
 JY0041
 JY0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0041'AT THORNVILLE.
 JY0041'AT THORNVILLE, ALONG STATE HIGHWAY 13, 186 FEET SOUTH OF CENTER
 JY0041'OF CROSSING OF HIGHWAY AND THE NEW YORK CENTRAL RAILROAD,
 JY0041'IN THE TOP OF THE TOP STEP OF THE NORTHWEST WING WALL OF AN
 JY0041'8-FOOT CONCRETE CULVERT UNDER HIGHWAY, 24 FEET WEST OF CENTER
 JY0041'LINE OF HIGHWAY, 1 FOOT WEST OF WEST HEAD WALL OF CULVERT,
 JY0041'AND ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0823 ***********************************************************************
 JY0823  DESIGNATION -  E 191
 JY0823  PID         -  JY0823
 JY0823  STATE/COUNTY-  OH/FAIRFIELD
 JY0823  USGS QUAD   -  PATASKALA (1992)
 JY0823
 JY0823                         *CURRENT SURVEY CONTROL
 JY0823  ___________________________________________________________________
 JY0823* NAD 83(1986)-  39 52 38.     (N)    082 44 16.     (W)     SCALED    
 JY0823* NAVD 88     -       256.247  (meters)     840.70   (feet)  ADJUSTED  
 JY0823  ___________________________________________________________________
 JY0823  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY0823  DYNAMIC HT  -         256.101 (meters)     840.22  (feet)  COMP
 JY0823  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 JY0823
 JY0823  VERT ORDER  -  FIRST     CLASS II
 JY0823
 JY0823.The horizontal coordinates were scaled from a topographic map and have
 JY0823.an estimated accuracy of +/- 6 seconds.
 JY0823
 JY0823.The orthometric height was determined by differential leveling
 JY0823.and adjusted by the National Geodetic Survey in June 1991..
 JY0823
 JY0823.The geoid height was determined by GEOID03.
 JY0823
 JY0823.The dynamic height is computed by dividing the NAVD 88
 JY0823.geopotential number by the normal gravity value computed on the
 JY0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0823.degrees latitude (g = 980.6199 gals.).
 JY0823
 JY0823.The modeled gravity was interpolated from observed gravity values.
 JY0823
 JY0823;                    North         East    Units  Estimated Accuracy
 JY0823;SPC OH S     -   208,430.      579,660.      MT  (+/- 180 meters Scaled)
 JY0823
 JY0823                          SUPERSEDED SURVEY CONTROL
 JY0823
 JY0823  NGVD 29 (??/??/92)  256.440  (m)          841.34   (f) ADJ UNCH    1 2
 JY0823
 JY0823.Superseded values are not recommended for survey control.
 JY0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0823.See file dsdata.txt to determine how the superseded data were derived.
 JY0823
 JY0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE513155(NAD 83)
 JY0823_MARKER: DB = BENCH MARK DISK
 JY0823_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0823_SP_SET: BRIDGE SEAT
 JY0823_STAMPING: E 191 1954
 JY0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0823
 JY0823  HISTORY     - Date     Condition        Report By
 JY0823  HISTORY     - 1954     MONUMENTED       CGS
 JY0823
 JY0823                          STATION DESCRIPTION
 JY0823
 JY0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0823'1 MI SE FROM PICKERINGTON.
 JY0823'1.0 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 JY0823'STATION AT PICKERINGTON, ABOUT 80 YARDS SOUTHEAST OF MILE POST
 JY0823'TOL 150, IN THE TOP OF THE SOUTHWEST END OF THE BRIDGE SEAT
 JY0823'OF NORTHWEST CONCRETE ABUTMENT OF 105-FOOT RAILROAD BRIDGE OVER
 JY0823'SYCAMORE CREEK, 13 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL AND
 JY0823'ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0787 ***********************************************************************
 JY0787  DESIGNATION -  E 192
 JY0787  PID         -  JY0787
 JY0787  STATE/COUNTY-  OH/FRANKLIN
 JY0787  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0787
 JY0787                         *CURRENT SURVEY CONTROL
 JY0787  ___________________________________________________________________
 JY0787* NAD 83(1986)-  39 55 09.     (N)    082 56 48.     (W)     SCALED    
 JY0787* NAVD 88     -       234.592  (meters)     769.66   (feet)  ADJUSTED  
 JY0787  ___________________________________________________________________
 JY0787  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JY0787  DYNAMIC HT  -         234.460 (meters)     769.22  (feet)  COMP
 JY0787  MODELED GRAV-     980,057.5   (mgal)                       NAVD 88
 JY0787
 JY0787  VERT ORDER  -  FIRST     CLASS II
 JY0787
 JY0787.The horizontal coordinates were scaled from a topographic map and have
 JY0787.an estimated accuracy of +/- 6 seconds.
 JY0787
 JY0787.The orthometric height was determined by differential leveling
 JY0787.and adjusted by the National Geodetic Survey in June 1991..
 JY0787
 JY0787.The geoid height was determined by GEOID03.
 JY0787
 JY0787.The dynamic height is computed by dividing the NAVD 88
 JY0787.geopotential number by the normal gravity value computed on the
 JY0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0787.degrees latitude (g = 980.6199 gals.).
 JY0787
 JY0787.The modeled gravity was interpolated from observed gravity values.
 JY0787
 JY0787;                    North         East    Units  Estimated Accuracy
 JY0787;SPC OH S     -   213,150.      561,810.      MT  (+/- 180 meters Scaled)
 JY0787
 JY0787                          SUPERSEDED SURVEY CONTROL
 JY0787
 JY0787  NGVD 29 (??/??/92)  234.775  (m)          770.26   (f) ADJ UNCH    1 2
 JY0787
 JY0787.Superseded values are not recommended for survey control.
 JY0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0787.See file dsdata.txt to determine how the superseded data were derived.
 JY0787
 JY0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE336206(NAD 83)
 JY0787_MARKER: DB = BENCH MARK DISK
 JY0787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0787_SP_SET: TOWER BASE
 JY0787_STAMPING: E 192 1954
 JY0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0787
 JY0787  HISTORY     - Date     Condition        Report By
 JY0787  HISTORY     - 1954     MONUMENTED       CGS
 JY0787  HISTORY     - 1973     GOOD             LOCSUR
 JY0787
 JY0787                          STATION DESCRIPTION
 JY0787
 JY0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0787'2 MI N FROM VALLEY CROSSING.
 JY0787'2.05 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY0787'CROSSING OF WILLIAMS ROAD AT VALLEY CROSSING, AT BANNON, ABOUT
 JY0787'0.15 MILE SOUTH OF CROSSING OF THE NEW YORK CENTRAL RAILROAD,
 JY0787'AT RAILROAD OVERPASS OVER REFUGEE ROAD, IN THE TOP OF THE NORTHWEST
 JY0787'CORNER OF CONCRETE BASE OF NORTHWEST LEG OF A POWER TRANSMISSION
 JY0787'LINE STEEL TOWER, 70 FEET EAST OF EAST RAIL OF EAST TRACK, 51
 JY0787'FEET EAST-NORTHEAST OF NORTH END OF EAST HEAD WALL OF RAILROAD
 JY0787'OVERPASS, 52 1/2 FEET NORTH OF CENTER LINE OF REFUGEE ROAD AND ABOUT
 JY0787'5 1/2 FEET BELOW LEVEL OF TRACK.  NOTE-- WITNESS POST SET.
 JY0787
 JY0787                          STATION RECOVERY (1973)
 JY0787
 JY0787'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 JY0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1479 ***********************************************************************
 HY1479  DESIGNATION -  E 193
 HY1479  PID         -  HY1479
 HY1479  STATE/COUNTY-  OH/SCIOTO
 HY1479  USGS QUAD   -  FRIENDSHIP (1995)
 HY1479
 HY1479                         *CURRENT SURVEY CONTROL
 HY1479  ___________________________________________________________________
 HY1479* NAD 83(1986)-  38 43 03.     (N)    083 02 58.     (W)     SCALED    
 HY1479* NAVD 88     -       159.853  (meters)     524.45   (feet)  ADJUSTED  
 HY1479  ___________________________________________________________________
 HY1479  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 HY1479  DYNAMIC HT  -         159.753 (meters)     524.12  (feet)  COMP
 HY1479  MODELED GRAV-     979,998.8   (mgal)                       NAVD 88
 HY1479
 HY1479  VERT ORDER  -  FIRST     CLASS II
 HY1479
 HY1479.The horizontal coordinates were scaled from a topographic map and have
 HY1479.an estimated accuracy of +/- 6 seconds.
 HY1479
 HY1479.The orthometric height was determined by differential leveling
 HY1479.and adjusted by the National Geodetic Survey in June 1991..
 HY1479
 HY1479.The geoid height was determined by GEOID03.
 HY1479
 HY1479.The dynamic height is computed by dividing the NAVD 88
 HY1479.geopotential number by the normal gravity value computed on the
 HY1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1479.degrees latitude (g = 980.6199 gals.).
 HY1479
 HY1479.The modeled gravity was interpolated from observed gravity values.
 HY1479
 HY1479;                    North         East    Units  Estimated Accuracy
 HY1479;SPC OH S     -    79,800.      552,220.      MT  (+/- 180 meters Scaled)
 HY1479
 HY1479                          SUPERSEDED SURVEY CONTROL
 HY1479
 HY1479  NGVD 29 (??/??/92)  160.042  (m)          525.07   (f) ADJ UNCH    1 2
 HY1479
 HY1479.Superseded values are not recommended for survey control.
 HY1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1479.See file dsdata.txt to determine how the superseded data were derived.
 HY1479
 HY1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC218874(NAD 83)
 HY1479_MARKER: DB = BENCH MARK DISK
 HY1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1479_STAMPING: E 193 1956
 HY1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1479+STABILITY: SURFACE MOTION
 HY1479
 HY1479  HISTORY     - Date     Condition        Report By
 HY1479  HISTORY     - 1956     MONUMENTED       CGS
 HY1479
 HY1479                          STATION DESCRIPTION
 HY1479
 HY1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY1479'3.8 MI SW FROM PORTSMOUTH.
 HY1479'ABOUT 3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 52 FROM THE CITY
 HY1479'HALL AT PORTSMOUTH, THENCE 206 YARDS SOUTHEAST ALONG A GRAVEL
 HY1479'ROAD LEADING TO RAVEN ROCK GOLF COURSE AND DRIVING RANGE, ABOUT
 HY1479'0.25 MILE EAST-NORTHEAST OF RAVEN ROCK AIRPORT HANGAR AND ENTRANCE
 HY1479'DRIVE, 174 FEET NORTHWEST OF THE PROLONGED CENTER LINE OF
 HY1479'NORTHEAST-SOUTHWEST RUNWAY, 31 FEET SOUTHWEST OF CENTER LINE OF
 HY1479'GRAVEL ROAD, 47 FEET SOUTHWEST AND ACROSS GRAVEL ROAD FROM A
 HY1479'FENCE CORNER, ABOUT LEVEL WITH RUNWAY AND SET IN THE TOP OF A
 HY1479'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0359 ***********************************************************************
 HY0359  DESIGNATION -  E 199
 HY0359  PID         -  HY0359
 HY0359  STATE/COUNTY-  OH/GALLIA
 HY0359  USGS QUAD   -  VINTON (1975)
 HY0359
 HY0359                         *CURRENT SURVEY CONTROL
 HY0359  ___________________________________________________________________
 HY0359* NAD 83(1986)-  38 54 56.     (N)    082 17 53.     (W)     SCALED    
 HY0359* NAVD 88     -       208.156  (meters)     682.93   (feet)  ADJUSTED  
 HY0359  ___________________________________________________________________
 HY0359  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 HY0359  DYNAMIC HT  -         208.024 (meters)     682.49  (feet)  COMP
 HY0359  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 HY0359
 HY0359  VERT ORDER  -  SECOND    CLASS 0
 HY0359
 HY0359.The horizontal coordinates were scaled from a topographic map and have
 HY0359.an estimated accuracy of +/- 6 seconds.
 HY0359
 HY0359.The orthometric height was determined by differential leveling
 HY0359.and adjusted by the National Geodetic Survey in June 1991..
 HY0359
 HY0359.The geoid height was determined by GEOID03.
 HY0359
 HY0359.The dynamic height is computed by dividing the NAVD 88
 HY0359.geopotential number by the normal gravity value computed on the
 HY0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0359.degrees latitude (g = 980.6199 gals.).
 HY0359
 HY0359.The modeled gravity was interpolated from observed gravity values.
 HY0359
 HY0359;                    North         East    Units  Estimated Accuracy
 HY0359;SPC OH S     -   101,660.      617,510.      MT  (+/- 180 meters Scaled)
 HY0359
 HY0359                          SUPERSEDED SURVEY CONTROL
 HY0359
 HY0359  NGVD 29 (??/??/92)  208.356  (m)          683.58   (f) ADJ UNCH    2 0
 HY0359
 HY0359.Superseded values are not recommended for survey control.
 HY0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0359.See file dsdata.txt to determine how the superseded data were derived.
 HY0359
 HY0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD874082(NAD 83)
 HY0359_MARKER: DB = BENCH MARK DISK
 HY0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0359_STAMPING: E 199 1958
 HY0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0359+STABILITY: SURFACE MOTION
 HY0359
 HY0359  HISTORY     - Date     Condition        Report By
 HY0359  HISTORY     - 1958     MONUMENTED       CGS
 HY0359  HISTORY     - 1976     GOOD             NGS
 HY0359
 HY0359                          STATION DESCRIPTION
 HY0359
 HY0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0359'3.8 MI NW FROM KERRS.
 HY0359'ABOUT 3.8 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0359'FROM THE STATION AT KERRS, IN SECTION 29, R 15W, T 6N, ABOUT
 HY0359'390 YARDS SOUTHEAST OF MILE POST 105, ABOUT 0.3 MILE SOUTHEAST
 HY0359'OF THE CROSSING OF STATE HIGHWAY 554 AT BIDWELL, 27 1/2 FEET
 HY0359'NORTHEAST OF NORTHEAST RAIL, 279 FEET SOUTHEAST OF THE CENTER
 HY0359'OF CROSSING OF EAST-WEST GRAVEL ROAD, 154 FEET SOUTHEAST OF A
 HY0359'WHISTLE POST, 2 1/2 FEET SOUTH OF THE SECOND TELEPHONE WITH A GUY
 HY0359'WIRE SOUTHEAST OF THE CROSSING, 77 FEET SOUTH OF THE SOUTHWEST
 HY0359'CORNER OF A ONE STORY TAN PAINTED DWELLING, ABOUT LEVEL WITH THE
 HY0359'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HY0359
 HY0359                          STATION RECOVERY (1976)
 HY0359
 HY0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0159 ***********************************************************************
 LA0159  DESIGNATION -  E 2 X RESET
 LA0159  PID         -  LA0159
 LA0159  STATE/COUNTY-  OH/SHELBY
 LA0159  USGS QUAD   -  SIDNEY (1982)
 LA0159
 LA0159                         *CURRENT SURVEY CONTROL
 LA0159  ___________________________________________________________________
 LA0159* NAD 83(1986)-  40 19 52.     (N)    084 10 20.     (W)     SCALED    
 LA0159* NAVD 88     -       315.50   (+/-2cm)    1035.1    (feet)  VERTCON   
 LA0159  ___________________________________________________________________
 LA0159  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LA0159
 LA0159  VERT ORDER  -  THIRD (See Below)
 LA0159
 LA0159.The horizontal coordinates were scaled from a topographic map and have
 LA0159.an estimated accuracy of +/- 6 seconds.
 LA0159
 LA0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA0159.The vertical order pertains to the NGVD 29 superseded value.
 LA0159
 LA0159.The geoid height was determined by GEOID03.
 LA0159
 LA0159;                    North         East    Units  Estimated Accuracy
 LA0159;SPC OH N     -    75,150.      457,900.      MT  (+/- 180 meters Scaled)
 LA0159
 LA0159                          SUPERSEDED SURVEY CONTROL
 LA0159
 LA0159  NGVD 29 (??/??/??)  315.69   (m)         1035.7    (f) RESET       3  
 LA0159
 LA0159.Superseded values are not recommended for survey control.
 LA0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0159.See file dsdata.txt to determine how the superseded data were derived.
 LA0159
 LA0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK402683(NAD 83)
 LA0159_MARKER: DB = BENCH MARK DISK
 LA0159_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LA0159_SP_SET: OVERPASS ABUTMENT
 LA0159_STAMPING: E 2 X RESET 1962
 LA0159_MARK LOGO: CGS   
 LA0159_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LA0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0159+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 LA0159
 LA0159  HISTORY     - Date     Condition        Report By
 LA0159  HISTORY     - 1962     MONUMENTED       BORR
 LA0159  HISTORY     - 1963     GOOD             NGS
 LA0159  HISTORY     - 19930629 GOOD             NGS
 LA0159
 LA0159                          STATION DESCRIPTION
 LA0159
 LA0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LA0159'3 MI N FROM SIDNEY.
 LA0159'ABOUT 3.0 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0159'FROM THE STATION AT SIDNEY, AT THE RAILROAD OVERPASS OVER MASON
 LA0159'ROAD, ABOUT 105 FEET NORTHWEST OF MILEPOST NO. C-101-T-101,
 LA0159'IN THE TOP OF THE SOUTH END OF WEST HEADWALL OF CONCRETE
 LA0159'OVERPASS NO. 1010, 6 1/2 FEET WEST OF WEST RAIL, 1 1/2 FEET
 LA0159'NORTH OF SOUTH END OF HEADWALL, AND ABOUT 1 FOOT BELOW LEVEL
 LA0159'OF TRACK.
 LA0159
 LA0159                          STATION RECOVERY (1993)
 LA0159
 LA0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0159'0.5 KM (0.30 MI) WESTERLY ALONG COURT STREET FROM THE COURTHOUSE IN
 LA0159'SIDNEY, THENCE 5.4 KM (3.35 MI) NORTHERLY ALONG THE CHESSIE SYSTEM
 LA0159'RAILROAD, NEAR THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 LA0159'RAILROAD OVERPASS OF MASON ROAD, 3.9 M (12.8 FT) SOUTH OF THE ROAD
 LA0159'CENTER, 1.8 M (5.9 FT) WEST OF THE NEAR RAIL, AND 0.3 M (1.0 FT)
 LA0159'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0078 ***********************************************************************
 HY0078  DESIGNATION -  E 200
 HY0078  PID         -  HY0078
 HY0078  STATE/COUNTY-  OH/GALLIA
 HY0078  USGS QUAD   -  RODNEY (1983)
 HY0078
 HY0078                         *CURRENT SURVEY CONTROL
 HY0078  ___________________________________________________________________
 HY0078* NAD 83(1986)-  38 50 41.     (N)    082 16 36.     (W)     SCALED    
 HY0078* NAVD 88     -       188.073  (meters)     617.04   (feet)  ADJUSTED  
 HY0078  ___________________________________________________________________
 HY0078  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HY0078  DYNAMIC HT  -         187.953 (meters)     616.64  (feet)  COMP
 HY0078  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 HY0078
 HY0078  VERT ORDER  -  SECOND    CLASS 0
 HY0078
 HY0078.The horizontal coordinates were scaled from a topographic map and have
 HY0078.an estimated accuracy of +/- 6 seconds.
 HY0078
 HY0078.The orthometric height was determined by differential leveling
 HY0078.and adjusted by the National Geodetic Survey in June 1991..
 HY0078
 HY0078.The geoid height was determined by GEOID03.
 HY0078
 HY0078.The dynamic height is computed by dividing the NAVD 88
 HY0078.geopotential number by the normal gravity value computed on the
 HY0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0078.degrees latitude (g = 980.6199 gals.).
 HY0078
 HY0078.The modeled gravity was interpolated from observed gravity values.
 HY0078
 HY0078;                    North         East    Units  Estimated Accuracy
 HY0078;SPC OH S     -    93,800.      619,390.      MT  (+/- 180 meters Scaled)
 HY0078
 HY0078                          SUPERSEDED SURVEY CONTROL
 HY0078
 HY0078  NGVD 29 (??/??/92)  188.262  (m)          617.66   (f) ADJ UNCH    2 0
 HY0078
 HY0078.Superseded values are not recommended for survey control.
 HY0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0078.See file dsdata.txt to determine how the superseded data were derived.
 HY0078
 HY0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD892003(NAD 83)
 HY0078_MARKER: DB = BENCH MARK DISK
 HY0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0078_SP_SET: ABUTMENT
 HY0078_STAMPING: E 200 1958
 HY0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0078
 HY0078  HISTORY     - Date     Condition        Report By
 HY0078  HISTORY     - 1958     MONUMENTED       CGS
 HY0078  HISTORY     - 1976     GOOD             NGS
 HY0078
 HY0078                          STATION DESCRIPTION
 HY0078
 HY0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0078'5.2 MI NW FROM GALLIPOLIS.
 HY0078'ABOUT 5.25 MILES NORTHWEST ALONG U.S. HIGHWAY 35 FROM ITS
 HY0078'CROSSING OF SECOND AVENUE IN GALLIPOLIS, ABOUT 2.15 MILES WEST
 HY0078'OF THE JUNCTION OF STATE HIGHWAY 160, IN SECTION 18, R 15W,
 HY0078'T 3N, SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A
 HY0078'10-FOOT CONCRETE BRIDGE, 22 FEET SOUTH OF THE CENTER LINE OF THE
 HY0078'HIGHWAY, 1.6 FEET SOUTH OF THE GUARD RAIL, ABOUT LEVEL WITH
 HY0078'THE HIGHWAY.
 HY0078
 HY0078                          STATION RECOVERY (1976)
 HY0078
 HY0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0064 ***********************************************************************
 HY0064  DESIGNATION -  E 201
 HY0064  PID         -  HY0064
 HY0064  STATE/COUNTY-  OH/GALLIA
 HY0064  USGS QUAD   -  RIO GRANDE (1975)
 HY0064
 HY0064                         *CURRENT SURVEY CONTROL
 HY0064  ___________________________________________________________________
 HY0064* NAD 83(1986)-  38 53 28.     (N)    082 25 58.     (W)     SCALED    
 HY0064* NAVD 88     -       200.236  (meters)     656.94   (feet)  ADJUSTED  
 HY0064  ___________________________________________________________________
 HY0064  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HY0064  DYNAMIC HT  -         200.108 (meters)     656.52  (feet)  COMP
 HY0064  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 HY0064
 HY0064  VERT ORDER  -  SECOND    CLASS 0
 HY0064
 HY0064.The horizontal coordinates were scaled from a topographic map and have
 HY0064.an estimated accuracy of +/- 6 seconds.
 HY0064
 HY0064.The orthometric height was determined by differential leveling
 HY0064.and adjusted by the National Geodetic Survey in June 1991..
 HY0064
 HY0064.The geoid height was determined by GEOID03.
 HY0064
 HY0064.The dynamic height is computed by dividing the NAVD 88
 HY0064.geopotential number by the normal gravity value computed on the
 HY0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0064.degrees latitude (g = 980.6199 gals.).
 HY0064
 HY0064.The modeled gravity was interpolated from observed gravity values.
 HY0064
 HY0064;                    North         East    Units  Estimated Accuracy
 HY0064;SPC OH S     -    98,930.      605,830.      MT  (+/- 180 meters Scaled)
 HY0064
 HY0064                          SUPERSEDED SURVEY CONTROL
 HY0064
 HY0064  NGVD 29 (??/??/92)  200.425  (m)          657.56   (f) ADJ UNCH    2 0
 HY0064
 HY0064.Superseded values are not recommended for survey control.
 HY0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0064.See file dsdata.txt to determine how the superseded data were derived.
 HY0064
 HY0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD757056(NAD 83)
 HY0064_MARKER: DB = BENCH MARK DISK
 HY0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0064_SP_SET: CATCH BASIN
 HY0064_STAMPING: E 201 1958
 HY0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0064
 HY0064  HISTORY     - Date     Condition        Report By
 HY0064  HISTORY     - 1958     MONUMENTED       CGS
 HY0064  HISTORY     - 1976     GOOD             NGS
 HY0064
 HY0064                          STATION DESCRIPTION
 HY0064
 HY0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0064'1 MI E FROM THURMAN.
 HY0064'ABOUT 0.95 MILES EAST ALONG U.S. HIGHWAY 35 FROM ITS JUNCTION WITH
 HY0064'STATE HIGHWAY 279 AT THURMAN, IN SECTION 19, R 16W, T 7N, ABOUT
 HY0064'0.4 MILE NORTHWEST OF THE CROSSING OF A HIGH POWERLINE, AT THE
 HY0064'SOUTHEAST END OF A CUT, SET IN THE CENTER OF THE TOP OF THE
 HY0064'NORTHEAST HILL OF A 2-FOOT BY 2-FOOT CONCRETE CATCH BASIN, 30 1/2
 HY0064'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 34 1/2 FEET
 HY0064'SOUTHEAST OF THE CENTER LINE OF A DRIVE NORTHEAST, 8 1/2 FEET
 HY0064'SOUTHWEST OF THE SOUTHWEST END OF A 12-INCH PIPE CULVERT WITH
 HY0064'CONCRETE HEADWALL UNDER THE OLD HIGHWAY 35 ROAD BED, ABOUT 1 FOOT
 HY0064'BELOW THE LEVEL OF THE HIGHWAY.
 HY0064
 HY0064                          STATION RECOVERY (1976)
 HY0064
 HY0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0394 ***********************************************************************
 HY0394  DESIGNATION -  E 202
 HY0394  PID         -  HY0394
 HY0394  STATE/COUNTY-  OH/GALLIA
 HY0394  USGS QUAD   -  PATRIOT (1990)
 HY0394
 HY0394                         *CURRENT SURVEY CONTROL
 HY0394  ___________________________________________________________________
 HY0394* NAD 83(1986)-  38 48 13.     (N)    082 24 25.     (W)     SCALED    
 HY0394* NAVD 88     -       191.570  (meters)     628.51   (feet)  ADJUSTED  
 HY0394  ___________________________________________________________________
 HY0394  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 HY0394  DYNAMIC HT  -         191.446 (meters)     628.10  (feet)  COMP
 HY0394  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 HY0394
 HY0394  VERT ORDER  -  SECOND    CLASS 0
 HY0394
 HY0394.The horizontal coordinates were scaled from a topographic map and have
 HY0394.an estimated accuracy of +/- 6 seconds.
 HY0394
 HY0394.The orthometric height was determined by differential leveling
 HY0394.and adjusted by the National Geodetic Survey in June 1991..
 HY0394
 HY0394.The geoid height was determined by GEOID03.
 HY0394
 HY0394.The dynamic height is computed by dividing the NAVD 88
 HY0394.geopotential number by the normal gravity value computed on the
 HY0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0394.degrees latitude (g = 980.6199 gals.).
 HY0394
 HY0394.The modeled gravity was interpolated from observed gravity values.
 HY0394
 HY0394;                    North         East    Units  Estimated Accuracy
 HY0394;SPC OH S     -    89,220.      608,080.      MT  (+/- 180 meters Scaled)
 HY0394
 HY0394                          SUPERSEDED SURVEY CONTROL
 HY0394
 HY0394  NGVD 29 (??/??/92)  191.756  (m)          629.12   (f) ADJ UNCH    2 0
 HY0394
 HY0394.Superseded values are not recommended for survey control.
 HY0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0394.See file dsdata.txt to determine how the superseded data were derived.
 HY0394
 HY0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC778959(NAD 83)
 HY0394_MARKER: DB = BENCH MARK DISK
 HY0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0394_SP_SET: CULVERT
 HY0394_STAMPING: E 202 1958
 HY0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0394
 HY0394  HISTORY     - Date     Condition        Report By
 HY0394  HISTORY     - 1958     MONUMENTED       CGS
 HY0394  HISTORY     - 1976     GOOD             NGS
 HY0394
 HY0394                          STATION DESCRIPTION
 HY0394
 HY0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0394'0.7 MI NW FROM GAGE.
 HY0394'ABOUT 0.3 MILES NORTHWEST ALONG STATE HIGHWAY 325 FROM ITS
 HY0394'JUNCTION WITH STATE HIGHWAY 141 AT GAGE, THENCE 0.4 MILES
 HY0394'NORTHWEST ALONG GRAVEL ROAD, IN SECTION 21, T 5N, R 16W, 91
 HY0394'YARDS SOUTH OF JUNCTION OF ROAD WEST, SET IN THE TOP OF THE
 HY0394'NORTH END OF THE EAST HEADWALL OF A 12-FOOT SKEW CONCRETE CULVERT
 HY0394'WITH WINGWALLS, 10 1/2 FEET EAST OF THE CENTER LINE OF THE
 HY0394'ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 HY0394
 HY0394                          STATION RECOVERY (1976)
 HY0394
 HY0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0134 ***********************************************************************
 HY0134  DESIGNATION -  E 203
 HY0134  PID         -  HY0134
 HY0134  STATE/COUNTY-  OH/GALLIA
 HY0134  USGS QUAD   -  GALLIPOLIS (1983)
 HY0134
 HY0134                         *CURRENT SURVEY CONTROL
 HY0134  ___________________________________________________________________
 HY0134* NAD 83(1986)-  38 47 07.     (N)    082 13 22.     (W)     SCALED    
 HY0134* NAVD 88     -       171.962  (meters)     564.18   (feet)  ADJUSTED  
 HY0134  ___________________________________________________________________
 HY0134  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 HY0134  DYNAMIC HT  -         171.852 (meters)     563.82  (feet)  COMP
 HY0134  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 HY0134
 HY0134  VERT ORDER  -  SECOND    CLASS 0
 HY0134
 HY0134.The horizontal coordinates were scaled from a topographic map and have
 HY0134.an estimated accuracy of +/- 6 seconds.
 HY0134
 HY0134.The orthometric height was determined by differential leveling
 HY0134.and adjusted by the National Geodetic Survey in June 1991..
 HY0134
 HY0134.The geoid height was determined by GEOID03.
 HY0134
 HY0134.The dynamic height is computed by dividing the NAVD 88
 HY0134.geopotential number by the normal gravity value computed on the
 HY0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0134.degrees latitude (g = 980.6199 gals.).
 HY0134
 HY0134.The modeled gravity was interpolated from observed gravity values.
 HY0134
 HY0134;                    North         East    Units  Estimated Accuracy
 HY0134;SPC OH S     -    87,210.      624,090.      MT  (+/- 180 meters Scaled)
 HY0134
 HY0134                          SUPERSEDED SURVEY CONTROL
 HY0134
 HY0134  NGVD 29 (??/??/92)  172.151  (m)          564.80   (f) ADJ UNCH    2 0
 HY0134
 HY0134.Superseded values are not recommended for survey control.
 HY0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0134.See file dsdata.txt to determine how the superseded data were derived.
 HY0134
 HY0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC937936(NAD 83)
 HY0134_MARKER: DB = BENCH MARK DISK
 HY0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0134_SP_SET: CULVERT
 HY0134_STAMPING: E 203 1958
 HY0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0134
 HY0134  HISTORY     - Date     Condition        Report By
 HY0134  HISTORY     - 1958     MONUMENTED       CGS
 HY0134  HISTORY     - 1976     GOOD             NGS
 HY0134
 HY0134                          STATION DESCRIPTION
 HY0134
 HY0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0134'2.2 MI S FROM GALLIPOLIS.
 HY0134'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 HY0134'AT GALLIPOLIS, IN SECTION  , T 3N, R 14W, ABOUT 0.85 MILES
 HY0134'NORTH OF THE JUNCTION OF STATE HIGHWAY 218, SET IN THE TOP OF
 HY0134'THE SOUTH END OF THE WEST HEADWALL OF A 3-FOOT SKEW CONCRETE
 HY0134'CULVERT UNDER THE HIGHWAY, ABOUT 23 YARDS SOUTH OF THE CENTER
 HY0134'LINE OF A DRIVE UPHILL TO A HOUSE, 29 FEET WEST OF THE CENTER
 HY0134'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 HY0134
 HY0134                          STATION RECOVERY (1976)
 HY0134
 HY0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0105 ***********************************************************************
 HY0105  DESIGNATION -  E 204
 HY0105  PID         -  HY0105
 HY0105  STATE/COUNTY-  OH/LAWRENCE
 HY0105  USGS QUAD   -  WATERLOO (1988)
 HY0105
 HY0105                         *CURRENT SURVEY CONTROL
 HY0105  ___________________________________________________________________
 HY0105* NAD 83(1986)-  38 39 00.     (N)    082 25 18.     (W)     SCALED    
 HY0105* NAVD 88     -       288.719  (meters)     947.24   (feet)  ADJUSTED  
 HY0105  ___________________________________________________________________
 HY0105  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HY0105  DYNAMIC HT  -         288.530 (meters)     946.62  (feet)  COMP
 HY0105  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 HY0105
 HY0105  VERT ORDER  -  SECOND    CLASS 0
 HY0105
 HY0105.The horizontal coordinates were scaled from a topographic map and have
 HY0105.an estimated accuracy of +/- 6 seconds.
 HY0105
 HY0105.The orthometric height was determined by differential leveling
 HY0105.and adjusted by the National Geodetic Survey in June 1991..
 HY0105
 HY0105.The geoid height was determined by GEOID03.
 HY0105
 HY0105.The dynamic height is computed by dividing the NAVD 88
 HY0105.geopotential number by the normal gravity value computed on the
 HY0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0105.degrees latitude (g = 980.6199 gals.).
 HY0105
 HY0105.The modeled gravity was interpolated from observed gravity values.
 HY0105
 HY0105;                    North         East    Units  Estimated Accuracy
 HY0105;SPC OH S     -    72,160.      606,820.      MT  (+/- 180 meters Scaled)
 HY0105
 HY0105                          SUPERSEDED SURVEY CONTROL
 HY0105
 HY0105  NGVD 29 (??/??/92)  288.901  (m)          947.84   (f) ADJ UNCH    2 0
 HY0105
 HY0105.Superseded values are not recommended for survey control.
 HY0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0105.See file dsdata.txt to determine how the superseded data were derived.
 HY0105
 HY0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC762788(NAD 83)
 HY0105_MARKER: DB = BENCH MARK DISK
 HY0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0105_SP_SET: CATCH BASIN
 HY0105_STAMPING: E 204 1958
 HY0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0105
 HY0105  HISTORY     - Date     Condition        Report By
 HY0105  HISTORY     - 1958     MONUMENTED       CGS
 HY0105
 HY0105                          STATION DESCRIPTION
 HY0105
 HY0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0105'3.1 MI NE FROM WILGUS.
 HY0105'ABOUT 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 775 FROM ITS
 HY0105'JUNCTION WITH STATE HIGHWAY 141 AT WILGUS, IN SECTION 9, T 3N,
 HY0105'R 16W, AT GREASY RIDGE, ABOUT 94 YARDS NORTHEAST OF THE CENTER OF
 HY0105'THE JUNCTION OF STATE HIGHWAY 775 NORTHEAST AND SOUTH AND A GRAVEL
 HY0105'ROAD LEADING WEST, ABOUT 0.1 MILE SOUTHWEST OF A NORTH-SOUTH
 HY0105'CROSS ROAD, SET IN THE TOP AND NEAR THE CENTER OF THE SOUTH
 HY0105'WALL OF A 4 FOOT BY 9 FOOT CONCRETE CATCH BASIN FOR A 36-INCH
 HY0105'PIPE CULVERT UNDER THE HIGHWAY, AT THE OUTSIDE OF A CURVE WITH
 HY0105'TANGENTS TO THE WEST AND NORTH, 17 FEET EAST OF THE CENTER LINE
 HY0105'OF THE HIGHWAY, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0208 ***********************************************************************
 HY0208  DESIGNATION -  E 205
 HY0208  PID         -  HY0208
 HY0208  STATE/COUNTY-  OH/LAWRENCE
 HY0208  USGS QUAD   -  AID (1985)
 HY0208
 HY0208                         *CURRENT SURVEY CONTROL
 HY0208  ___________________________________________________________________
 HY0208* NAD 83(1986)-  38 33 07.     (N)    082 26 29.     (W)     SCALED    
 HY0208* NAVD 88     -       188.122  (meters)     617.20   (feet)  ADJUSTED  
 HY0208  ___________________________________________________________________
 HY0208  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 HY0208  DYNAMIC HT  -         187.998 (meters)     616.79  (feet)  COMP
 HY0208  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 HY0208
 HY0208  VERT ORDER  -  SECOND    CLASS 0
 HY0208
 HY0208.The horizontal coordinates were scaled from a topographic map and have
 HY0208.an estimated accuracy of +/- 6 seconds.
 HY0208
 HY0208.The orthometric height was determined by differential leveling
 HY0208.and adjusted by the National Geodetic Survey in June 1991..
 HY0208
 HY0208.The geoid height was determined by GEOID03.
 HY0208
 HY0208.The dynamic height is computed by dividing the NAVD 88
 HY0208.geopotential number by the normal gravity value computed on the
 HY0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0208.degrees latitude (g = 980.6199 gals.).
 HY0208
 HY0208.The modeled gravity was interpolated from observed gravity values.
 HY0208
 HY0208;                    North         East    Units  Estimated Accuracy
 HY0208;SPC OH S     -    61,280.      605,110.      MT  (+/- 180 meters Scaled)
 HY0208
 HY0208                          SUPERSEDED SURVEY CONTROL
 HY0208
 HY0208  NGVD 29 (??/??/92)  188.304  (m)          617.79   (f) ADJ UNCH    2 0
 HY0208
 HY0208.Superseded values are not recommended for survey control.
 HY0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0208.See file dsdata.txt to determine how the superseded data were derived.
 HY0208
 HY0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC744680(NAD 83)
 HY0208_MARKER: DB = BENCH MARK DISK
 HY0208_SETTING: 66 = SET IN ROCK OUTCROP
 HY0208_SP_SET: ROCK CUT
 HY0208_STAMPING: E 205 1958
 HY0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0208+STABILITY: POSITION/ELEVATION WELL
 HY0208
 HY0208  HISTORY     - Date     Condition        Report By
 HY0208  HISTORY     - 1958     MONUMENTED       CGS
 HY0208  HISTORY     - 1976     GOOD             NGS
 HY0208
 HY0208                          STATION DESCRIPTION
 HY0208
 HY0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0208'0.8 MI W FROM DOBBSTON.
 HY0208'ABOUT 0.8 MILES WEST ALONG STATE HIGHWAY 217 FROM ITS CROSSING
 HY0208'OF THE NORTH-SOUTH CROSS ROAD AT DOBBSTON, IN SECTION 17, T 2N,
 HY0208'R 16W, ABOUT 0.85 MILE EAST OF THE WINDSOR SCHOOL HOUSE, ABOUT
 HY0208'0.2 MILE SOUTHEAST OF A SMALL CONCRETE BRIDGE ACROSS A CREEK
 HY0208'BRANCH, SET VERTICALLY IN THE SOUTHWEST FACE OF 6 1/2 FOOT HIGH
 HY0208'AND 15 FEET WIDE LAYERED BLOCK OF ROCK IN A SHALY 15-FOOT HIGH
 HY0208'CUT, 23 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HY0208'108 1/2 FEET NORTHEAST AND ACROSS A CREEK AND THE HIGHWAY FROM
 HY0208'THE EAST CORNER OF THE PORCH OF A ONE-STORY ASBESTOS SIDING FARM
 HY0208'HOUSE, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 HY0208
 HY0208                          STATION RECOVERY (1976)
 HY0208
 HY0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0339 ***********************************************************************
 HY0339  DESIGNATION -  E 206
 HY0339  PID         -  HY0339
 HY0339  STATE/COUNTY-  OH/GALLIA
 HY0339  USGS QUAD   -  ADDISON (1989)
 HY0339
 HY0339                         *CURRENT SURVEY CONTROL
 HY0339  ___________________________________________________________________
 HY0339* NAD 83(1986)-  38 58 48.     (N)    082 11 54.     (W)     SCALED    
 HY0339* NAVD 88     -       194.162  (meters)     637.01   (feet)  ADJUSTED  
 HY0339  ___________________________________________________________________
 HY0339  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 HY0339  DYNAMIC HT  -         194.040 (meters)     636.61  (feet)  COMP
 HY0339  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 HY0339
 HY0339  VERT ORDER  -  SECOND    CLASS 0
 HY0339
 HY0339.The horizontal coordinates were scaled from a topographic map and have
 HY0339.an estimated accuracy of +/- 6 seconds.
 HY0339
 HY0339.The orthometric height was determined by differential leveling
 HY0339.and adjusted by the National Geodetic Survey in June 1991..
 HY0339
 HY0339.The geoid height was determined by GEOID03.
 HY0339
 HY0339.The dynamic height is computed by dividing the NAVD 88
 HY0339.geopotential number by the normal gravity value computed on the
 HY0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0339.degrees latitude (g = 980.6199 gals.).
 HY0339
 HY0339.The modeled gravity was interpolated from observed gravity values.
 HY0339
 HY0339;                    North         East    Units  Estimated Accuracy
 HY0339;SPC OH S     -   108,840.      626,140.      MT  (+/- 180 meters Scaled)
 HY0339
 HY0339                          SUPERSEDED SURVEY CONTROL
 HY0339
 HY0339  NGVD 29 (??/??/92)  194.345  (m)          637.61   (f) ADJ UNCH    2 0
 HY0339
 HY0339.Superseded values are not recommended for survey control.
 HY0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0339.See file dsdata.txt to determine how the superseded data were derived.
 HY0339
 HY0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD962152(NAD 83)
 HY0339_MARKER: DB = BENCH MARK DISK
 HY0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0339_STAMPING: E 206 1958
 HY0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0339+STABILITY: SURFACE MOTION
 HY0339
 HY0339  HISTORY     - Date     Condition        Report By
 HY0339  HISTORY     - 1958     MONUMENTED       CGS
 HY0339  HISTORY     - 1976     GOOD             NGS
 HY0339
 HY0339                          STATION DESCRIPTION
 HY0339
 HY0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0339'2.4 MI NE FROM ENO.
 HY0339'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 554 FROM THE
 HY0339'JUNCTION OF VINTON-ENO ROAD AT ENO, AT THE JUNCTION OF AFRICA
 HY0339'ROAD LEADING SOUTH, 21 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 HY0339'68 FEET WEST OF CENTER LINE OF ROAD SOUTH, 83 FEET SOUTHWEST OF A
 HY0339'FENCE CORNER, 89 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT SOUTHEAST
 HY0339'OF A FENCE LINE, 90 FEET NORTHEAST OF TELEPHONE CABLE POLE NO. 2 101,
 HY0339'2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 HY0339'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HY0339'NOTE-- MARK IS ABOUT 1.05 MILES NORTHEAST ALONG HIGHWAY 554 FROM
 HY0339'BENCH MARK D 206 WHICH IS SET AT JUNCTION OF A GRAVEL ROAD NORTH
 HY0339'AND DESCRIBED ON LINE 123 OF THIS QUADRANGLE.
 HY0339
 HY0339                          STATION RECOVERY (1976)
 HY0339
 HY0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0353 ***********************************************************************
 JY0353  DESIGNATION -  E 207
 JY0353  PID         -  JY0353
 JY0353  STATE/COUNTY-  OH/MEIGS
 JY0353  USGS QUAD   -  WILKESVILLE (1995)
 JY0353
 JY0353                         *CURRENT SURVEY CONTROL
 JY0353  ___________________________________________________________________
 JY0353* NAD 83(1986)-  39 03 15.     (N)    082 17 22.     (W)     SCALED    
 JY0353* NAVD 88     -       201.863  (meters)     662.28   (feet)  ADJUSTED  
 JY0353  ___________________________________________________________________
 JY0353  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JY0353  DYNAMIC HT  -         201.736 (meters)     661.86  (feet)  COMP
 JY0353  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 JY0353
 JY0353  VERT ORDER  -  SECOND    CLASS 0
 JY0353
 JY0353.The horizontal coordinates were scaled from a topographic map and have
 JY0353.an estimated accuracy of +/- 6 seconds.
 JY0353
 JY0353.The orthometric height was determined by differential leveling
 JY0353.and adjusted by the National Geodetic Survey in June 1991..
 JY0353
 JY0353.The geoid height was determined by GEOID03.
 JY0353
 JY0353.The dynamic height is computed by dividing the NAVD 88
 JY0353.geopotential number by the normal gravity value computed on the
 JY0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0353.degrees latitude (g = 980.6199 gals.).
 JY0353
 JY0353.The modeled gravity was interpolated from observed gravity values.
 JY0353
 JY0353;                    North         East    Units  Estimated Accuracy
 JY0353;SPC OH S     -   117,050.      618,230.      MT  (+/- 180 meters Scaled)
 JY0353
 JY0353                          SUPERSEDED SURVEY CONTROL
 JY0353
 JY0353  NGVD 29 (??/??/92)  202.050  (m)          662.89   (f) ADJ UNCH    2 0
 JY0353
 JY0353.Superseded values are not recommended for survey control.
 JY0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0353.See file dsdata.txt to determine how the superseded data were derived.
 JY0353
 JY0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD884235(NAD 83)
 JY0353_MARKER: DB = BENCH MARK DISK
 JY0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0353_SP_SET: BRIDGE
 JY0353_STAMPING: E 207 1958
 JY0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0353
 JY0353  HISTORY     - Date     Condition        Report By
 JY0353  HISTORY     - 1958     MONUMENTED       CGS
 JY0353
 JY0353                          STATION DESCRIPTION
 JY0353
 JY0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0353'1.4 MI W FROM SALEM CENTER.
 JY0353'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 124 FROM THE SCHOOL
 JY0353'AT SALEM CENTER, IN THE TOP OF THE NORTH END OF SOUTH WING
 JY0353'WALL OF A 10-FOOT CONCRETE BRIDGE, 63 YARDS NORTHWEST OF JUNCTION
 JY0353'OF A DRIVE NORTHEAST TO A LARGE HOUSE WITH ASBESTOS SIDING,
 JY0353'13 1/I FEET SOUTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL
 JY0353'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1092 ***********************************************************************
 HY1092  DESIGNATION -  E 208
 HY1092  PID         -  HY1092
 HY1092  STATE/COUNTY-  OH/SCIOTO
 HY1092  USGS QUAD   -  PORTSMOUTH (1975)
 HY1092
 HY1092                         *CURRENT SURVEY CONTROL
 HY1092  ___________________________________________________________________
 HY1092* NAD 83(1986)-  38 44 28.     (N)    082 57 30.     (W)     SCALED    
 HY1092* NAVD 88     -       163.608  (meters)     536.77   (feet)  ADJUSTED  
 HY1092  ___________________________________________________________________
 HY1092  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY1092  DYNAMIC HT  -         163.506 (meters)     536.44  (feet)  COMP
 HY1092  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 HY1092
 HY1092  VERT ORDER  -  SECOND    CLASS 0
 HY1092
 HY1092.The horizontal coordinates were scaled from a topographic map and have
 HY1092.an estimated accuracy of +/- 6 seconds.
 HY1092
 HY1092.The orthometric height was determined by differential leveling
 HY1092.and adjusted by the National Geodetic Survey in June 1991..
 HY1092
 HY1092.The geoid height was determined by GEOID03.
 HY1092
 HY1092.The dynamic height is computed by dividing the NAVD 88
 HY1092.geopotential number by the normal gravity value computed on the
 HY1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1092.degrees latitude (g = 980.6199 gals.).
 HY1092
 HY1092.The modeled gravity was interpolated from observed gravity values.
 HY1092
 HY1092;                    North         East    Units  Estimated Accuracy
 HY1092;SPC OH S     -    82,380.      560,150.      MT  (+/- 180 meters Scaled)
 HY1092
 HY1092                          SUPERSEDED SURVEY CONTROL
 HY1092
 HY1092  NGVD 29 (??/??/92)  163.793  (m)          537.38   (f) ADJ UNCH    2 0
 HY1092
 HY1092.Superseded values are not recommended for survey control.
 HY1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1092.See file dsdata.txt to determine how the superseded data were derived.
 HY1092
 HY1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC298898(NAD 83)
 HY1092_MARKER: DB = BENCH MARK DISK
 HY1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1092_SP_SET: PIER
 HY1092_STAMPING: E 208 1958
 HY1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1092
 HY1092  HISTORY     - Date     Condition        Report By
 HY1092  HISTORY     - 1958     MONUMENTED       CGS
 HY1092
 HY1092                          STATION DESCRIPTION
 HY1092
 HY1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1092'2.4 MI SE FROM PORTSMOUTH.
 HY1092'ABOUT 2.4 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1092'FROM THE STATION AT PORTSMOUTH, ABOUT 0.1 MILE EAST OF MILE POST
 HY1092'N 605, SET VERTICALLY IN THE SOUTH FACE OF THE NORTH CONCRETE PIER
 HY1092'UNDER A PEDESTIAN OVERPASS OVER THE TRACKS TO THE RAILWAY REPAIR
 HY1092'SHOP, 38 FEET NORTH AND ACROSS A SIDE TRACK FROM THE NORTH RAIL
 HY1092'OF THE BALTIMORE AND OHIO RAILROAD TRACK, 1 1/2 FEET EAST OF THE
 HY1092'SOUTHWEST CORNER OF THE PIER, 2 1/2 FEET ABOVE THE GROUND, ABOUT
 HY1092'2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1130 ***********************************************************************
 HY1130  DESIGNATION -  E 209
 HY1130  PID         -  HY1130
 HY1130  STATE/COUNTY-  OH/JACKSON
 HY1130  USGS QUAD   -  GALLIA (1975)
 HY1130
 HY1130                         *CURRENT SURVEY CONTROL
 HY1130  ___________________________________________________________________
 HY1130* NAD 83(1986)-  38 51 45.     (N)    082 37 09.     (W)     SCALED    
 HY1130* NAVD 88     -       224.348  (meters)     736.05   (feet)  ADJUSTED  
 HY1130  ___________________________________________________________________
 HY1130  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 HY1130  DYNAMIC HT  -         224.205 (meters)     735.58  (feet)  COMP
 HY1130  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 HY1130
 HY1130  VERT ORDER  -  SECOND    CLASS 0
 HY1130
 HY1130.The horizontal coordinates were scaled from a topographic map and have
 HY1130.an estimated accuracy of +/- 6 seconds.
 HY1130
 HY1130.The orthometric height was determined by differential leveling
 HY1130.and adjusted by the National Geodetic Survey in June 1991..
 HY1130
 HY1130.The geoid height was determined by GEOID03.
 HY1130
 HY1130.The dynamic height is computed by dividing the NAVD 88
 HY1130.geopotential number by the normal gravity value computed on the
 HY1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1130.degrees latitude (g = 980.6199 gals.).
 HY1130
 HY1130.The modeled gravity was interpolated from observed gravity values.
 HY1130
 HY1130;                    North         East    Units  Estimated Accuracy
 HY1130;SPC OH S     -    95,760.      589,660.      MT  (+/- 180 meters Scaled)
 HY1130
 HY1130                          SUPERSEDED SURVEY CONTROL
 HY1130
 HY1130  NGVD 29 (??/??/92)  224.524  (m)          736.63   (f) ADJ UNCH    2 0
 HY1130
 HY1130.Superseded values are not recommended for survey control.
 HY1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1130.See file dsdata.txt to determine how the superseded data were derived.
 HY1130
 HY1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD595027(NAD 83)
 HY1130_MARKER: DB = BENCH MARK DISK
 HY1130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1130_SP_SET: BUILDING
 HY1130_STAMPING: E 208 1958
 HY1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1130
 HY1130  HISTORY     - Date     Condition        Report By
 HY1130  HISTORY     - 1958     MONUMENTED       CGS
 HY1130
 HY1130                          STATION DESCRIPTION
 HY1130
 HY1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1130'4 MI SW FROM OAK HILL.
 HY1130'ABOUT 4.05 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1130'FROM THE STATION AT OAK HILL, IN SECTION 27, T 5N, R 18W, NEAR
 HY1130'MILEAGE POLE 29-2, ABOUT 100 YARDS SOUTH AND ACROSS STATE HIGHWAY
 HY1130'140 FROM THE TRACK, SET VERTICALLY IN THE WEST FACE OF THE
 HY1130'NORTHWEST CORNER OF THE JEFFERSON LOCAL SCHOOL (CONSOLIDATED),
 HY1130'1 1/2 FEET SOUTH OF THE NORTHWEST CORNER OF THE SCHOOL, ABOUT
 HY1130'2 FEET ABOVE THE LEVEL OF THE GROUND, ABOUT 40 FEET ABOVE THE
 HY1130'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1470 ***********************************************************************
 KZ1470  DESIGNATION -  E 21
 KZ1470  PID         -  KZ1470
 KZ1470  STATE/COUNTY-  OH/WYANDOT
 KZ1470  USGS QUAD   -  CAREY (1980)
 KZ1470
 KZ1470                         *CURRENT SURVEY CONTROL
 KZ1470  ___________________________________________________________________
 KZ1470* NAD 83(1986)-  40 58 41.     (N)    083 23 32.     (W)     SCALED    
 KZ1470* NAVD 88     -       251.477  (meters)     825.05   (feet)  ADJUSTED  
 KZ1470  ___________________________________________________________________
 KZ1470  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 KZ1470  DYNAMIC HT  -         251.360 (meters)     824.67  (feet)  COMP
 KZ1470  MODELED GRAV-     980,151.6   (mgal)                       NAVD 88
 KZ1470
 KZ1470  VERT ORDER  -  SECOND    CLASS 0
 KZ1470
 KZ1470.The horizontal coordinates were scaled from a topographic map and have
 KZ1470.an estimated accuracy of +/- 6 seconds.
 KZ1470
 KZ1470.The orthometric height was determined by differential leveling
 KZ1470.and adjusted by the National Geodetic Survey in June 1991..
 KZ1470
 KZ1470.The geoid height was determined by GEOID03.
 KZ1470
 KZ1470.The dynamic height is computed by dividing the NAVD 88
 KZ1470.geopotential number by the normal gravity value computed on the
 KZ1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1470.degrees latitude (g = 980.6199 gals.).
 KZ1470
 KZ1470.The modeled gravity was interpolated from observed gravity values.
 KZ1470
 KZ1470;                    North         East    Units  Estimated Accuracy
 KZ1470;SPC OH N     -   146,010.      524,910.      MT  (+/- 180 meters Scaled)
 KZ1470
 KZ1470                          SUPERSEDED SURVEY CONTROL
 KZ1470
 KZ1470  NGVD 29 (??/??/92)  251.600  (m)          825.46   (f) ADJ UNCH    2 0
 KZ1470
 KZ1470.Superseded values are not recommended for survey control.
 KZ1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1470.See file dsdata.txt to determine how the superseded data were derived.
 KZ1470
 KZ1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF987390(NAD 83)
 KZ1470_MARKER: DB = BENCH MARK DISK
 KZ1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1470_STAMPING: E 21 1934
 KZ1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1470+STABILITY: SURFACE MOTION
 KZ1470
 KZ1470  HISTORY     - Date     Condition        Report By
 KZ1470  HISTORY     - 1934     MONUMENTED       CGS
 KZ1470  HISTORY     - 1936     GOOD             NGS
 KZ1470
 KZ1470                          STATION DESCRIPTION
 KZ1470
 KZ1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1470'1.7 MI N FROM CAREY.
 KZ1470'1.7 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 KZ1470'STATION AT CAREY, WYANDOT COUNTY, 55 FEET SOUTHWEST OF THE CENTER
 KZ1470'OF A GRAVEL-ROAD CROSSING, 44 FEET WEST OF THE WEST RAIL, 41
 KZ1470'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.3 FEET EAST OF THE
 KZ1470'FENCE, AND 7 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KZ1470'E 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1390 ***********************************************************************
 KZ1390  DESIGNATION -  E 21 X
 KZ1390  PID         -  KZ1390
 KZ1390  STATE/COUNTY-  OH/WYANDOT
 KZ1390  USGS QUAD   -  CAREY (1980)
 KZ1390
 KZ1390                         *CURRENT SURVEY CONTROL
 KZ1390  ___________________________________________________________________
 KZ1390* NAD 83(1986)-  40 57 23.     (N)    083 22 41.     (W)     SCALED    
 KZ1390* NAVD 88     -       249.952  (meters)     820.05   (feet)  ADJUSTED  
 KZ1390  ___________________________________________________________________
 KZ1390  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 KZ1390  DYNAMIC HT  -         249.835 (meters)     819.67  (feet)  COMP
 KZ1390  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 KZ1390
 KZ1390  VERT ORDER  -  SECOND    CLASS 0
 KZ1390
 KZ1390.The horizontal coordinates were scaled from a topographic map and have
 KZ1390.an estimated accuracy of +/- 6 seconds.
 KZ1390
 KZ1390.The orthometric height was determined by differential leveling
 KZ1390.and adjusted by the National Geodetic Survey in June 1991..
 KZ1390
 KZ1390.The geoid height was determined by GEOID03.
 KZ1390
 KZ1390.The dynamic height is computed by dividing the NAVD 88
 KZ1390.geopotential number by the normal gravity value computed on the
 KZ1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1390.degrees latitude (g = 980.6199 gals.).
 KZ1390
 KZ1390.The modeled gravity was interpolated from observed gravity values.
 KZ1390
 KZ1390;                    North         East    Units  Estimated Accuracy
 KZ1390;SPC OH N     -   143,590.      526,080.      MT  (+/- 180 meters Scaled)
 KZ1390
 KZ1390                          SUPERSEDED SURVEY CONTROL
 KZ1390
 KZ1390  NGVD 29 (??/??/92)  250.077  (m)          820.46   (f) ADJ UNCH    2 0
 KZ1390
 KZ1390.Superseded values are not recommended for survey control.
 KZ1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1390.See file dsdata.txt to determine how the superseded data were derived.
 KZ1390
 KZ1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF998366(NAD 83)
 KZ1390_MARKER: DB = BENCH MARK DISK
 KZ1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1390_STAMPING: E 21 X 1934
 KZ1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1390+STABILITY: SURFACE MOTION
 KZ1390
 KZ1390  HISTORY     - Date     Condition        Report By
 KZ1390  HISTORY     - 1934     MONUMENTED       CGS
 KZ1390  HISTORY     - 1959     SEE DESCRIPTION  NGS
 KZ1390
 KZ1390                          STATION DESCRIPTION
 KZ1390
 KZ1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1390'AT CAREY.
 KZ1390'AT CAREY, WYANDOT COUNTY, AT THE CROSSING OF THE NORTHERN OHIO
 KZ1390'RAILWAY AND THE CHESAPEAKE AND OHIO RAILWAY, 34.0 FEET NORTHEAST
 KZ1390'OF THE INTERSECTION OF THE NORTH RAIL OF THE N.O. RY. TRACK WITH
 KZ1390'THE EAST RAIL OF THE C. AND O. RY. TRACK, 31.0 FEET EAST OF THE
 KZ1390'EAST RAIL OF THE C. AND O. RY. TRACK, 25.6 FEET NORTH OF THE
 KZ1390'NORTH RAIL OF THE N.O. RY. TRACK, AND 0.8 FOOT LOWER THAN THE TOP
 KZ1390'OF THE RAIL.  A STANDARD DISK, STAMPED E 21 X 1934 AND SET IN THE
 KZ1390'TOP OF A CONCRETE POST.  NOTE-- THE MARK IS PROBABLY INTACT BUT
 KZ1390'IS INACCESSIBLE AT THE PRESENT TIME.  THE INDICATED LOCATION HAS A
 KZ1390'POLE OF SCRAP RAIL AND SWITCHES ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1333 ***********************************************************************
 HY1333  DESIGNATION -  E 210
 HY1333  PID         -  HY1333
 HY1333  STATE/COUNTY-  OH/SCIOTO
 HY1333  USGS QUAD   -  GREENUP (1985)
 HY1333
 HY1333                         *CURRENT SURVEY CONTROL
 HY1333  ___________________________________________________________________
 HY1333* NAD 83(1986)-  38 37 17.     (N)    082 50 32.     (W)     SCALED    
 HY1333* NAVD 88     -       164.929  (meters)     541.10   (feet)  ADJUSTED  
 HY1333  ___________________________________________________________________
 HY1333  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 HY1333  DYNAMIC HT  -         164.825 (meters)     540.76  (feet)  COMP
 HY1333  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 HY1333
 HY1333  VERT ORDER  -  SECOND    CLASS 0
 HY1333
 HY1333.The horizontal coordinates were scaled from a topographic map and have
 HY1333.an estimated accuracy of +/- 6 seconds.
 HY1333
 HY1333.The orthometric height was determined by differential leveling
 HY1333.and adjusted by the National Geodetic Survey in June 1991..
 HY1333
 HY1333.The geoid height was determined by GEOID03.
 HY1333
 HY1333.The dynamic height is computed by dividing the NAVD 88
 HY1333.geopotential number by the normal gravity value computed on the
 HY1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1333.degrees latitude (g = 980.6199 gals.).
 HY1333
 HY1333.The modeled gravity was interpolated from observed gravity values.
 HY1333
 HY1333;                    North         East    Units  Estimated Accuracy
 HY1333;SPC OH S     -    69,040.      570,200.      MT  (+/- 180 meters Scaled)
 HY1333
 HY1333                          SUPERSEDED SURVEY CONTROL
 HY1333
 HY1333  NGVD 29 (??/??/92)  165.118  (m)          541.72   (f) ADJ UNCH    2 0
 HY1333
 HY1333.Superseded values are not recommended for survey control.
 HY1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1333.See file dsdata.txt to determine how the superseded data were derived.
 HY1333
 HY1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC396763(NAD 83)
 HY1333_MARKER: DB = BENCH MARK DISK
 HY1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1333_STAMPING: E 210 1958
 HY1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1333+STABILITY: SURFACE MOTION
 HY1333
 HY1333  HISTORY     - Date     Condition        Report By
 HY1333  HISTORY     - 1958     MONUMENTED       CGS
 HY1333  HISTORY     - 1974     GOOD             NGS
 HY1333
 HY1333                          STATION DESCRIPTION
 HY1333
 HY1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1333'0.3 MI SE FROM FRANKLIN FURNACE.
 HY1333'ABOUT 0.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE POST
 HY1333'OFFICE AT FRANKLIN FURNACE, THENCE 0.1 MILE NORTHEAST ALONG A
 HY1333'BLACKTOP ROAD, AT THE JUNCTION OF A DRIVE TO A ONE-STORY WHITE
 HY1333'HOUSE NORTHWEST OF THE ROAD, 19 1/2 FEET NORTHWEST OF THE CENTER
 HY1333'LINE OF THE ROAD, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HY1333'DRIVE, 32 1/2 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER
 HY1333'AND IS IN THE LINE OF THE POLES, 2 FEET WEST OF A FENCE CORNER,
 HY1333'2 FEET SOUTH OF A CONCRETE WITNESS POST, 1 FOOT ABOVE THE LEVEL OF
 HY1333'THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HY1333
 HY1333                          STATION RECOVERY (1974)
 HY1333
 HY1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HY1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1345 ***********************************************************************
 HY1345  DESIGNATION -  E 211
 HY1345  PID         -  HY1345
 HY1345  STATE/COUNTY-  OH/LAWRENCE
 HY1345  USGS QUAD   -  PEDRO (1983)
 HY1345
 HY1345                         *CURRENT SURVEY CONTROL
 HY1345  ___________________________________________________________________
 HY1345* NAD 83(1986)-  38 39 49.     (N)    082 43 19.     (W)     SCALED    
 HY1345* NAVD 88     -       180.880  (meters)     593.44   (feet)  ADJUSTED  
 HY1345  ___________________________________________________________________
 HY1345  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HY1345  DYNAMIC HT  -         180.765 (meters)     593.06  (feet)  COMP
 HY1345  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 HY1345
 HY1345  VERT ORDER  -  SECOND    CLASS 0
 HY1345
 HY1345.The horizontal coordinates were scaled from a topographic map and have
 HY1345.an estimated accuracy of +/- 6 seconds.
 HY1345
 HY1345.The orthometric height was determined by differential leveling
 HY1345.and adjusted by the National Geodetic Survey in June 1991..
 HY1345
 HY1345.The geoid height was determined by GEOID03.
 HY1345
 HY1345.The dynamic height is computed by dividing the NAVD 88
 HY1345.geopotential number by the normal gravity value computed on the
 HY1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1345.degrees latitude (g = 980.6199 gals.).
 HY1345
 HY1345.The modeled gravity was interpolated from observed gravity values.
 HY1345
 HY1345;                    North         East    Units  Estimated Accuracy
 HY1345;SPC OH S     -    73,690.      580,680.      MT  (+/- 180 meters Scaled)
 HY1345
 HY1345                          SUPERSEDED SURVEY CONTROL
 HY1345
 HY1345  NGVD 29 (??/??/92)  181.065  (m)          594.04   (f) ADJ UNCH    2 0
 HY1345
 HY1345.Superseded values are not recommended for survey control.
 HY1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1345.See file dsdata.txt to determine how the superseded data were derived.
 HY1345
 HY1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC501808(NAD 83)
 HY1345_MARKER: DB = BENCH MARK DISK
 HY1345_SETTING: 66 = SET IN ROCK OUTCROP
 HY1345_SP_SET: ROCK LEDGE
 HY1345_STAMPING: E 211 1958
 HY1345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1345+STABILITY: POSITION/ELEVATION WELL
 HY1345
 HY1345  HISTORY     - Date     Condition        Report By
 HY1345  HISTORY     - 1958     MONUMENTED       CGS
 HY1345
 HY1345                          STATION DESCRIPTION
 HY1345
 HY1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1345'4.2 MI E FROM POWELLSVILLE.
 HY1345'ABOUT 4.2 MILES EAST ALONG STATE HIGHWAY 552 FROM THE FREEWILL
 HY1345'BAPTIST CHURCH AT POWELLSVILLE, IN SECTION 1, T 2N, R 19W, ABOUT
 HY1345'130 YARDS NORTHEAST OF THE JUNCTION OF A SIDE ROAD EAST, SET IN
 HY1345'THE TOP OF THE SOUTHEAST EDGE OF A ROCK LEDGE ABOUT 3 FEET
 HY1345'HIGH AND 65 FEET LONG IN A HIGH BANK NORTHWEST OF THE HIGHWAY,
 HY1345'19 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET
 HY1345'SOUTHWEST OF THE NORTHEAST END OF THE ROCK, 1 FOOT NORTHWEST
 HY1345'AND DIRECTLY ABOVE A 16-INCH TRIANGLE CUT IN THE SOUTHEAST FACE
 HY1345'OF THE ROCK, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1363 ***********************************************************************
 HY1363  DESIGNATION -  E 212
 HY1363  PID         -  HY1363
 HY1363  STATE/COUNTY-  OH/LAWRENCE
 HY1363  USGS QUAD   -  PEDRO (1983)
 HY1363
 HY1363                         *CURRENT SURVEY CONTROL
 HY1363  ___________________________________________________________________
 HY1363* NAD 83(1986)-  38 40 14.     (N)    082 39 46.     (W)     SCALED    
 HY1363* NAVD 88     -       192.857  (meters)     632.73   (feet)  ADJUSTED  
 HY1363  ___________________________________________________________________
 HY1363  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HY1363  DYNAMIC HT  -         192.733 (meters)     632.32  (feet)  COMP
 HY1363  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 HY1363
 HY1363  VERT ORDER  -  SECOND    CLASS 0
 HY1363
 HY1363.The horizontal coordinates were scaled from a topographic map and have
 HY1363.an estimated accuracy of +/- 6 seconds.
 HY1363
 HY1363.The orthometric height was determined by differential leveling
 HY1363.and adjusted by the National Geodetic Survey in June 1991..
 HY1363
 HY1363.The geoid height was determined by GEOID03.
 HY1363
 HY1363.The dynamic height is computed by dividing the NAVD 88
 HY1363.geopotential number by the normal gravity value computed on the
 HY1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1363.degrees latitude (g = 980.6199 gals.).
 HY1363
 HY1363.The modeled gravity was interpolated from observed gravity values.
 HY1363
 HY1363;                    North         East    Units  Estimated Accuracy
 HY1363;SPC OH S     -    74,450.      585,830.      MT  (+/- 180 meters Scaled)
 HY1363
 HY1363                          SUPERSEDED SURVEY CONTROL
 HY1363
 HY1363  NGVD 29 (??/??/92)  193.041  (m)          633.34   (f) ADJ UNCH    2 0
 HY1363
 HY1363.Superseded values are not recommended for survey control.
 HY1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1363.See file dsdata.txt to determine how the superseded data were derived.
 HY1363
 HY1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC553815(NAD 83)
 HY1363_MARKER: DB = BENCH MARK DISK
 HY1363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1363_SP_SET: BRIDGE
 HY1363_STAMPING: E 212 1958
 HY1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1363
 HY1363  HISTORY     - Date     Condition        Report By
 HY1363  HISTORY     - 1958     MONUMENTED       CGS
 HY1363
 HY1363                          STATION DESCRIPTION
 HY1363
 HY1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1363'0.6 MI S FROM CENTER STATION.
 HY1363'ABOUT 0.55 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE MT.
 HY1363'CALVARY BAPTIST CHURCH AT CENTER STATION, IN SECTION 4, T 2N,
 HY1363'R 18W, SET IN THE TOP OF THE WINGWALL AT THE SOUTHWEST CORNER
 HY1363'OF A 20-FOOT BRIDGE OVER A SMALL STREAM, 13 FEET WEST OF THE
 HY1363'CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE WEST EDGE OF THE
 HY1363'CONCRETE GUARD RAIL ALONG THE WEST SIDE OF THE BRIDGE, ABOUT
 HY1363'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1318 ***********************************************************************
 KZ1318  DESIGNATION -  E 213
 KZ1318  PID         -  KZ1318
 KZ1318  STATE/COUNTY-  OH/MORROW
 KZ1318  USGS QUAD   -  SHAUCK (1961)
 KZ1318
 KZ1318                         *CURRENT SURVEY CONTROL
 KZ1318  ___________________________________________________________________
 KZ1318* NAD 83(1986)-  40 33 27.     (N)    082 41 07.     (W)     SCALED    
 KZ1318* NAVD 88     -       383.091  (meters)    1256.86   (feet)  ADJUSTED  
 KZ1318  ___________________________________________________________________
 KZ1318  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KZ1318  DYNAMIC HT  -         382.893 (meters)    1256.21  (feet)  COMP
 KZ1318  MODELED GRAV-     980,097.3   (mgal)                       NAVD 88
 KZ1318
 KZ1318  VERT ORDER  -  SECOND    CLASS 0
 KZ1318
 KZ1318.The horizontal coordinates were scaled from a topographic map and have
 KZ1318.an estimated accuracy of +/- 6 seconds.
 KZ1318
 KZ1318.The orthometric height was determined by differential leveling
 KZ1318.and adjusted by the National Geodetic Survey in June 1991..
 KZ1318
 KZ1318.The geoid height was determined by GEOID03.
 KZ1318
 KZ1318.The dynamic height is computed by dividing the NAVD 88
 KZ1318.geopotential number by the normal gravity value computed on the
 KZ1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1318.degrees latitude (g = 980.6199 gals.).
 KZ1318
 KZ1318.The modeled gravity was interpolated from observed gravity values.
 KZ1318
 KZ1318;                    North         East    Units  Estimated Accuracy
 KZ1318;SPC OH N     -    98,940.      584,310.      MT  (+/- 180 meters Scaled)
 KZ1318
 KZ1318                          SUPERSEDED SURVEY CONTROL
 KZ1318
 KZ1318  NGVD 29 (??/??/92)  383.247  (m)         1257.37   (f) ADJ UNCH    2 0
 KZ1318
 KZ1318.Superseded values are not recommended for survey control.
 KZ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1318.See file dsdata.txt to determine how the superseded data were derived.
 KZ1318
 KZ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE573910(NAD 83)
 KZ1318_MARKER: DB = BENCH MARK DISK
 KZ1318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1318_SP_SET: ABUTMENT
 KZ1318_STAMPING: E 283 1959
 KZ1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1318
 KZ1318  HISTORY     - Date     Condition        Report By
 KZ1318  HISTORY     - 1959     MONUMENTED       CGS
 KZ1318  HISTORY     - 20040502 MARK NOT FOUND   OHDT
 KZ1318
 KZ1318                          STATION DESCRIPTION
 KZ1318
 KZ1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1318'2.8 MI SE FROM WILLIAMSPORT.
 KZ1318'ABOUT 2.75 MILES SOUTHEAST ALONG COUNTY ROAD 22 FROM THE JUNCTION
 KZ1318'OF U.S. HIGHWAY 42 AT WILLIAMSPORT, ABOUT 3.9 MILES NORTHWEST
 KZ1318'ALONG KNOX COUNTY ROAD 6 AND MORROW COUNTY ROAD 22 FROM THE
 KZ1318'METHODIST CHURCH AT WATERFORD, KNOX COUNTY, AT THE T JUNCTION
 KZ1318'OF COOK ROAD (PERRY TWP ROAD 231) LEADING NORTH, 53 FEET
 KZ1318'NORTH-NORTHEAST OF THE CENTER LINE OF ROAD 22, 12 1/2 FEET
 KZ1318'WEST OF THE CENTER LINE OF COOK ROAD, IN TOP OF THE NEWER AND
 KZ1318'LOWER PART OF THE SOUTHWEST CONCRETE WINGWALL OF THE SOUTH CONCRETE
 KZ1318'ABUTMENT FOR A STEEL BRIDGE UNDER COOK ROAD AND OVER NORTH
 KZ1318'BRANCH KOKOSING RIVER, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF
 KZ1318'COOK ROAD.
 KZ1318
 KZ1318                          STATION RECOVERY (2004)
 KZ1318
 KZ1318'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004
 KZ1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0977 ***********************************************************************
 HY0977  DESIGNATION -  E 213
 HY0977  PID         -  HY0977
 HY0977  STATE/COUNTY-  OH/LAWRENCE
 HY0977  USGS QUAD   -  CATLETTSBURG (1985)
 HY0977
 HY0977                         *CURRENT SURVEY CONTROL
 HY0977  ___________________________________________________________________
 HY0977* NAD 83(1986)-  38 27 52.     (N)    082 35 47.     (W)     SCALED    
 HY0977* NAVD 88     -       175.001  (meters)     574.15   (feet)  ADJUSTED  
 HY0977  ___________________________________________________________________
 HY0977  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 HY0977  DYNAMIC HT  -         174.885 (meters)     573.77  (feet)  COMP
 HY0977  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 HY0977
 HY0977  VERT ORDER  -  SECOND    CLASS 0
 HY0977
 HY0977.The horizontal coordinates were scaled from a topographic map and have
 HY0977.an estimated accuracy of +/- 6 seconds.
 HY0977
 HY0977.The orthometric height was determined by differential leveling
 HY0977.and adjusted by the National Geodetic Survey in June 1991..
 HY0977
 HY0977.The geoid height was determined by GEOID03.
 HY0977
 HY0977.The dynamic height is computed by dividing the NAVD 88
 HY0977.geopotential number by the normal gravity value computed on the
 HY0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0977.degrees latitude (g = 980.6199 gals.).
 HY0977
 HY0977.The modeled gravity was interpolated from observed gravity values.
 HY0977
 HY0977;                    North         East    Units  Estimated Accuracy
 HY0977;SPC OH S     -    51,570.      591,590.      MT  (+/- 180 meters Scaled)
 HY0977
 HY0977                          SUPERSEDED SURVEY CONTROL
 HY0977
 HY0977  NGVD 29 (??/??/92)  175.189  (m)          574.77   (f) ADJ UNCH    2 0
 HY0977
 HY0977.Superseded values are not recommended for survey control.
 HY0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0977.See file dsdata.txt to determine how the superseded data were derived.
 HY0977
 HY0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC607585(NAD 83)
 HY0977_MARKER: DB = BENCH MARK DISK
 HY0977_SETTING: 66 = SET IN ROCK OUTCROP
 HY0977_SP_SET: ROCK OUTCROP
 HY0977_STAMPING: E 213 1958
 HY0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0977+STABILITY: POSITION/ELEVATION WELL
 HY0977
 HY0977  HISTORY     - Date     Condition        Report By
 HY0977  HISTORY     - 1958     MONUMENTED       CGS
 HY0977
 HY0977                          STATION DESCRIPTION
 HY0977
 HY0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0977'2.8 MI E FROM COAL GROVE.
 HY0977'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY 52 FROM THE OHIO RIVER
 HY0977'BRIDGE AT COAL GROVE, THENCE 0.85 MILES EAST ALONG A BLACKTOP
 HY0977'ROAD, IN SECTION 19, T 1N, R 17W, ABOUT 0.45 MILES EAST OF A SIDE
 HY0977'ROAD NORTH, ON THE OUTSIDE OF A CURVE WITH TANGENTS TO THE
 HY0977'NORTHWEST AND EAST, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 HY0977'EAST CORNER OF A ROCK ABOUT 15 FEET SQUARE AND 12 FEET HIGH ON
 HY0977'THE HILLSIDE SOUTHWEST OF THE ROAD, 25 FEET SOUTHWEST OF THE
 HY0977'CENTER LINE OF THE ROAD, 3 FEET NORTHWEST OF THE EAST CORNER OF
 HY0977'THE ROCK, ABOUT 4 1/2 FEET ABOVE THE GROUND AND ABOUT 2 FEET
 HY0977'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1198 ***********************************************************************
 HY1198  DESIGNATION -  E 214
 HY1198  PID         -  HY1198
 HY1198  STATE/COUNTY-  OH/LAWRENCE
 HY1198  USGS QUAD   -  GALLIA (1975)
 HY1198
 HY1198                         *CURRENT SURVEY CONTROL
 HY1198  ___________________________________________________________________
 HY1198* NAD 83(1986)-  38 47 10.     (N)    082 36 58.     (W)     SCALED    
 HY1198* NAVD 88     -       275.046  (meters)     902.38   (feet)  ADJUSTED  
 HY1198  ___________________________________________________________________
 HY1198  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 HY1198  DYNAMIC HT  -         274.871 (meters)     901.81  (feet)  COMP
 HY1198  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 HY1198
 HY1198  VERT ORDER  -  SECOND    CLASS 0
 HY1198
 HY1198.The horizontal coordinates were scaled from a topographic map and have
 HY1198.an estimated accuracy of +/- 6 seconds.
 HY1198
 HY1198.The orthometric height was determined by differential leveling
 HY1198.and adjusted by the National Geodetic Survey in June 1991..
 HY1198
 HY1198.The geoid height was determined by GEOID03.
 HY1198
 HY1198.The dynamic height is computed by dividing the NAVD 88
 HY1198.geopotential number by the normal gravity value computed on the
 HY1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1198.degrees latitude (g = 980.6199 gals.).
 HY1198
 HY1198.The modeled gravity was interpolated from observed gravity values.
 HY1198
 HY1198;                    North         East    Units  Estimated Accuracy
 HY1198;SPC OH S     -    87,280.      589,910.      MT  (+/- 180 meters Scaled)
 HY1198
 HY1198                          SUPERSEDED SURVEY CONTROL
 HY1198
 HY1198  NGVD 29 (??/??/92)  275.228  (m)          902.98   (f) ADJ UNCH    2 0
 HY1198
 HY1198.Superseded values are not recommended for survey control.
 HY1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1198.See file dsdata.txt to determine how the superseded data were derived.
 HY1198
 HY1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC596942(NAD 83)
 HY1198_MARKER: DB = BENCH MARK DISK
 HY1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1198_STAMPING: E 214 1958
 HY1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1198+STABILITY: SURFACE MOTION
 HY1198
 HY1198  HISTORY     - Date     Condition        Report By
 HY1198  HISTORY     - 1958     MONUMENTED       CGS
 HY1198
 HY1198                          STATION DESCRIPTION
 HY1198
 HY1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1198'8.7 MI E FROM SOUTH WEBSTER.
 HY1198'ABOUT 3.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1198'FROM THE STATION AT SOUTH WEBSTER, THENCE 4.3 MILES EAST ALONG A
 HY1198'GRAVEL ROAD, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 75, IN
 HY1198'SECTION 26, T 4N, R 1,W, AT THE TOP OF A HILL, AT A GRAVEL ROAD
 HY1198'CROSSING, 62 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 75
 HY1198'FEET SOUTHWEST OF THE CENTER LINE OF GRAVEL ROAD EAST, 55 FEET
 HY1198'SOUTH OF THE TELEGRAPH HILL TOWER SIGN POST, 2 FEET NORTH OF A
 HY1198'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE
 HY1198'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK IS 5.4
 HY1198'MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE JUNCTION OF STATE
 HY1198'HIGHWAY 140 AT BLACK FORK JUNCTION, JACKSON COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0633 ***********************************************************************
 JY0633  DESIGNATION -  E 215
 JY0633  PID         -  JY0633
 JY0633  STATE/COUNTY-  OH/JACKSON
 JY0633  USGS QUAD   -  JACKSON (1995)
 JY0633
 JY0633                         *CURRENT SURVEY CONTROL
 JY0633  ___________________________________________________________________
 JY0633* NAD 83(1986)-  39 03 25.     (N)    082 38 11.     (W)     SCALED    
 JY0633* NAVD 88     -       198.781  (meters)     652.17   (feet)  ADJUSTED  
 JY0633  ___________________________________________________________________
 JY0633  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JY0633  DYNAMIC HT  -         198.655 (meters)     651.75  (feet)  COMP
 JY0633  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 JY0633
 JY0633  VERT ORDER  -  SECOND    CLASS 0
 JY0633
 JY0633.The horizontal coordinates were scaled from a topographic map and have
 JY0633.an estimated accuracy of +/- 6 seconds.
 JY0633
 JY0633.The orthometric height was determined by differential leveling
 JY0633.and adjusted by the National Geodetic Survey in June 1991..
 JY0633
 JY0633.The geoid height was determined by GEOID03.
 JY0633
 JY0633.The dynamic height is computed by dividing the NAVD 88
 JY0633.geopotential number by the normal gravity value computed on the
 JY0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0633.degrees latitude (g = 980.6199 gals.).
 JY0633
 JY0633.The modeled gravity was interpolated from observed gravity values.
 JY0633
 JY0633;                    North         East    Units  Estimated Accuracy
 JY0633;SPC OH S     -   117,340.      588,200.      MT  (+/- 180 meters Scaled)
 JY0633
 JY0633                          SUPERSEDED SURVEY CONTROL
 JY0633
 JY0633  NGVD 29 (??/??/92)  198.955  (m)          652.74   (f) ADJ UNCH    2 0
 JY0633
 JY0633.Superseded values are not recommended for survey control.
 JY0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0633.See file dsdata.txt to determine how the superseded data were derived.
 JY0633
 JY0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD584243(NAD 83)
 JY0633_MARKER: DB = BENCH MARK DISK
 JY0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0633_SP_SET: BUILDING
 JY0633_STAMPING: E 215 1958
 JY0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0633
 JY0633  HISTORY     - Date     Condition        Report By
 JY0633  HISTORY     - 1958     MONUMENTED       CGS
 JY0633  HISTORY     - 1976     GOOD             NGS
 JY0633  HISTORY     - 20060129 GOOD             GEOCAC
 JY0633
 JY0633                          STATION DESCRIPTION
 JY0633
 JY0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0633'AT JACKSON.
 JY0633'AT JACKSON, ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 35 FROM THE
 JY0633'COURT HOUSE, THENCE ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY
 JY0633'124, SET VERTICALLY IN THE EAST FACE NEAR NORTHEAST CORNER OF THE
 JY0633'ARTHUR BUILDING, 96 FEET SOUTH OF CENTER LINE OF HIGHWAY, 3
 JY0633'FEET SOUTH OF CORNER, 2 1/2 FEET ABOVE GROUND AND ABOUT 4
 JY0633'FEET ABOVE LEVEL OF HIGHWAY.
 JY0633
 JY0633                          STATION RECOVERY (1976)
 JY0633
 JY0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0633'RECOVERED IN GOOD CONDITION.
 JY0633
 JY0633                          STATION RECOVERY (2006)
 JY0633
 JY0633'RECOVERY NOTE BY GEOCACHING 2006 (SC)
 JY0633'WAAS CORRECTED NAD83 HANDHELD GPS COORDINATES 39 03 26.6 N  82 38 09.3
 JY0633'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1149 ***********************************************************************
 HY1149  DESIGNATION -  E 216
 HY1149  PID         -  HY1149
 HY1149  STATE/COUNTY-  OH/SCIOTO
 HY1149  USGS QUAD   -  LUCASVILLE (1975)
 HY1149
 HY1149                         *CURRENT SURVEY CONTROL
 HY1149  ___________________________________________________________________
 HY1149* NAD 83(1986)-  38 56 21.     (N)    082 59 23.     (W)     SCALED    
 HY1149* NAVD 88     -       187.354  (meters)     614.68   (feet)  ADJUSTED  
 HY1149  ___________________________________________________________________
 HY1149  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HY1149  DYNAMIC HT  -         187.239 (meters)     614.30  (feet)  COMP
 HY1149  MODELED GRAV-     980,006.2   (mgal)                       NAVD 88
 HY1149
 HY1149  VERT ORDER  -  SECOND    CLASS 0
 HY1149
 HY1149.The horizontal coordinates were scaled from a topographic map and have
 HY1149.an estimated accuracy of +/- 6 seconds.
 HY1149
 HY1149.The orthometric height was determined by differential leveling
 HY1149.and adjusted by the National Geodetic Survey in June 1991..
 HY1149
 HY1149.The geoid height was determined by GEOID03.
 HY1149
 HY1149.The dynamic height is computed by dividing the NAVD 88
 HY1149.geopotential number by the normal gravity value computed on the
 HY1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1149.degrees latitude (g = 980.6199 gals.).
 HY1149
 HY1149.The modeled gravity was interpolated from observed gravity values.
 HY1149
 HY1149;                    North         East    Units  Estimated Accuracy
 HY1149;SPC OH S     -   104,380.      557,540.      MT  (+/- 180 meters Scaled)
 HY1149
 HY1149                          SUPERSEDED SURVEY CONTROL
 HY1149
 HY1149  NGVD 29 (??/??/92)  187.531  (m)          615.26   (f) ADJ UNCH    2 0
 HY1149
 HY1149.Superseded values are not recommended for survey control.
 HY1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1149.See file dsdata.txt to determine how the superseded data were derived.
 HY1149
 HY1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD275119(NAD 83)
 HY1149_MARKER: DB = BENCH MARK DISK
 HY1149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1149_SP_SET: BRIDGE
 HY1149_STAMPING: E 216 1958
 HY1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1149
 HY1149  HISTORY     - Date     Condition        Report By
 HY1149  HISTORY     - 1958     MONUMENTED       CGS
 HY1149
 HY1149                          STATION DESCRIPTION
 HY1149
 HY1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1149'5 MI SE FROM WAKFIELD.
 HY1149'ABOUT 3.05 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HY1149'THE STATION AT WAKFIELD, THENCE 1.9 MILES EAST ALONG A BLACKTOP
 HY1149'ROAD, IN SECTION 8, T 5N, R 21W, ABOUT 0.65 MILES SOUTHWEST OF
 HY1149'THE STRINGTOWN BAPTIST CHURCH, ABOUT 0.75 MILE NORTHEAST OF A
 HY1149'SIDE ROAD SOUTH, ABOUT 0.15 MILE NORTH OF A BLACKTOP ROAD
 HY1149'SOUTHEAST, AT THE BOTTOM OF A SHORT CROOKED HILL AND ON THE SOUTH
 HY1149'SLOPE, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 HY1149'HEADWALL OF A 10-FOOT CONCRETE BRIDGE, 10 FEET NORTHWEST OF THE
 HY1149'CENTER LINE OF THE ROAD, 1 FOOT NORTHEAST OF THE SOUTHWEST END OF
 HY1149'THE HEADWALL, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0608 ***********************************************************************
 JY0608  DESIGNATION -  E 217
 JY0608  PID         -  JY0608
 JY0608  STATE/COUNTY-  OH/PIKE
 JY0608  USGS QUAD   -  WAVERLY SOUTH (1992)
 JY0608
 JY0608                         *CURRENT SURVEY CONTROL
 JY0608  ___________________________________________________________________
 JY0608* NAD 83(1986)-  39 03 24.     (N)    082 57 31.     (W)     SCALED    
 JY0608* NAVD 88     -       188.874  (meters)     619.66   (feet)  ADJUSTED  
 JY0608  ___________________________________________________________________
 JY0608  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JY0608  DYNAMIC HT  -         188.758 (meters)     619.28  (feet)  COMP
 JY0608  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 JY0608
 JY0608  VERT ORDER  -  SECOND    CLASS 0
 JY0608
 JY0608.The horizontal coordinates were scaled from a topographic map and have
 JY0608.an estimated accuracy of +/- 6 seconds.
 JY0608
 JY0608.The orthometric height was determined by differential leveling
 JY0608.and adjusted by the National Geodetic Survey in June 1991..
 JY0608
 JY0608.The geoid height was determined by GEOID03.
 JY0608
 JY0608.The dynamic height is computed by dividing the NAVD 88
 JY0608.geopotential number by the normal gravity value computed on the
 JY0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0608.degrees latitude (g = 980.6199 gals.).
 JY0608
 JY0608.The modeled gravity was interpolated from observed gravity values.
 JY0608
 JY0608;                    North         East    Units  Estimated Accuracy
 JY0608;SPC OH S     -   117,410.      560,310.      MT  (+/- 180 meters Scaled)
 JY0608
 JY0608                          SUPERSEDED SURVEY CONTROL
 JY0608
 JY0608  NGVD 29 (??/??/92)  189.039  (m)          620.21   (f) ADJ UNCH    2 0
 JY0608
 JY0608.Superseded values are not recommended for survey control.
 JY0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0608.See file dsdata.txt to determine how the superseded data were derived.
 JY0608
 JY0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD305248(NAD 83)
 JY0608_MARKER: DB = BENCH MARK DISK
 JY0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0608_SP_SET: ABUTMENT
 JY0608_STAMPING: E 217 1958
 JY0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0608
 JY0608  HISTORY     - Date     Condition        Report By
 JY0608  HISTORY     - 1958     MONUMENTED       CGS
 JY0608
 JY0608                          STATION DESCRIPTION
 JY0608
 JY0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0608'1.4 MI W FROM GIVENS.
 JY0608'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 124 FROM ITS OVERPASS
 JY0608'OVER THE CHESAPEAKE AND OHIO RAILWAY AT GIVENS, ABOUT 0.25
 JY0608'MILE WEST OF JUNCTION OF STATE HIGHWAY 220, IN THE TOP OF THE
 JY0608'NORTH AND OF WEST ABUTMENT OF A 25-FOOT CONCRETE BRIDGE OVER
 JY0608'A SMALL CREEK, 22 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY,
 JY0608'2 FEET SOUTH OF NORTH END OF TOP STEP OF ABUTMENT AND ABOUT
 JY0608'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0561 ***********************************************************************
 JY0561  DESIGNATION -  E 218
 JY0561  PID         -  JY0561
 JY0561  STATE/COUNTY-  OH/ROSS
 JY0561  USGS QUAD   -  RICHMOND DALE (1992)
 JY0561
 JY0561                         *CURRENT SURVEY CONTROL
 JY0561  ___________________________________________________________________
 JY0561* NAD 83(1986)-  39 13 50.     (N)    082 47 47.     (W)     SCALED    
 JY0561* NAVD 88     -       205.326  (meters)     673.64   (feet)  ADJUSTED  
 JY0561  ___________________________________________________________________
 JY0561  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JY0561  DYNAMIC HT  -         205.201 (meters)     673.23  (feet)  COMP
 JY0561  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 JY0561
 JY0561  VERT ORDER  -  SECOND    CLASS 0
 JY0561
 JY0561.The horizontal coordinates were scaled from a topographic map and have
 JY0561.an estimated accuracy of +/- 6 seconds.
 JY0561
 JY0561.The orthometric height was determined by differential leveling
 JY0561.and adjusted by the National Geodetic Survey in June 1991..
 JY0561
 JY0561.The geoid height was determined by GEOID03.
 JY0561
 JY0561.The dynamic height is computed by dividing the NAVD 88
 JY0561.geopotential number by the normal gravity value computed on the
 JY0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0561.degrees latitude (g = 980.6199 gals.).
 JY0561
 JY0561.The modeled gravity was interpolated from observed gravity values.
 JY0561
 JY0561;                    North         East    Units  Estimated Accuracy
 JY0561;SPC OH S     -   136,650.      574,410.      MT  (+/- 180 meters Scaled)
 JY0561
 JY0561                          SUPERSEDED SURVEY CONTROL
 JY0561
 JY0561  NGVD 29 (??/??/92)  205.492  (m)          674.18   (f) ADJ UNCH    2 0
 JY0561
 JY0561.Superseded values are not recommended for survey control.
 JY0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0561.See file dsdata.txt to determine how the superseded data were derived.
 JY0561
 JY0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD449439(NAD 83)
 JY0561_MARKER: DB = BENCH MARK DISK
 JY0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0561_STAMPING: E 218 1958
 JY0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0561+STABILITY: SURFACE MOTION
 JY0561
 JY0561  HISTORY     - Date     Condition        Report By
 JY0561  HISTORY     - 1958     MONUMENTED       CGS
 JY0561
 JY0561                          STATION DESCRIPTION
 JY0561
 JY0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0561'1.4 MI S FROM VIGO.
 JY0561'ABOUT 1.4 MILES SOUTH ALONG A BLACK TOP ROAD LEADING TO RICHMONDALE
 JY0561'FROM THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT VIGO,
 JY0561'ABOUT 130 YARDS NORTH OF THE JUNCTION OF A DRIVE EAST TO A
 JY0561'TWO-STORY FRAME HOUSE AND TWO BARNS, 21 FEET EAST OF CENTER LINE OF
 JY0561'ROAD, 77 FEET NORTHEAST AND ACROSS ROAD FROM POWER POLE NO. 307280
 JY0561'(THE FIRST POLE NORTH OF A POLE WITH A TRANSFORMER), 3 FEET NORTH
 JY0561'OF A FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 2 FEET SOUTH OF A
 JY0561'CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN
 JY0561'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0567 ***********************************************************************
 JY0567  DESIGNATION -  E 219
 JY0567  PID         -  JY0567
 JY0567  STATE/COUNTY-  OH/PIKE
 JY0567  USGS QUAD   -  WAVERLY NORTH (1992)
 JY0567
 JY0567                         *CURRENT SURVEY CONTROL
 JY0567  ___________________________________________________________________
 JY0567* NAD 83(1986)-  39 07 59.     (N)    082 52 34.     (W)     SCALED    
 JY0567* NAVD 88     -       199.740  (meters)     655.31   (feet)  ADJUSTED  
 JY0567  ___________________________________________________________________
 JY0567  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JY0567  DYNAMIC HT  -         199.618 (meters)     654.91  (feet)  COMP
 JY0567  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 JY0567
 JY0567  VERT ORDER  -  SECOND    CLASS 0
 JY0567
 JY0567.The horizontal coordinates were scaled from a topographic map and have
 JY0567.an estimated accuracy of +/- 6 seconds.
 JY0567
 JY0567.The orthometric height was determined by differential leveling
 JY0567.and adjusted by the National Geodetic Survey in June 1991..
 JY0567
 JY0567.The geoid height was determined by GEOID03.
 JY0567
 JY0567.The dynamic height is computed by dividing the NAVD 88
 JY0567.geopotential number by the normal gravity value computed on the
 JY0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0567.degrees latitude (g = 980.6199 gals.).
 JY0567
 JY0567.The modeled gravity was interpolated from observed gravity values.
 JY0567
 JY0567;                    North         East    Units  Estimated Accuracy
 JY0567;SPC OH S     -   125,850.      567,480.      MT  (+/- 180 meters Scaled)
 JY0567
 JY0567                          SUPERSEDED SURVEY CONTROL
 JY0567
 JY0567  NGVD 29 (??/??/92)  199.901  (m)          655.84   (f) ADJ UNCH    2 0
 JY0567
 JY0567.Superseded values are not recommended for survey control.
 JY0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0567.See file dsdata.txt to determine how the superseded data were derived.
 JY0567
 JY0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD378332(NAD 83)
 JY0567_MARKER: DB = BENCH MARK DISK
 JY0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0567_STAMPING: E 219 1958
 JY0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0567+STABILITY: SURFACE MOTION
 JY0567
 JY0567  HISTORY     - Date     Condition        Report By
 JY0567  HISTORY     - 1958     MONUMENTED       CGS
 JY0567
 JY0567                          STATION DESCRIPTION
 JY0567
 JY0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0567'3.6 MI SE FROM OMEGA.
 JY0567'ABOUT 3.55 MILES SOUTHEAST ALONG STATE HIGHWAY 335 FROM THE
 JY0567'CROSSING OF THE NORFOLK AND WESTERN RAILWAY AT OMEGA, AT THE
 JY0567'JUNCTION OF THE EAST DRIVE TO A GROCERY STORE AND SOHIO SERVICE
 JY0567'STATION, 35 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY, 19 1/2 FEET
 JY0567'EAST OF CENTER LINE OF DRIVE, 70 FEET EAST-SOUTHEAST OF SOUTHEAST
 JY0567'CORNER OF STATION, 92 FEET SOUTHEAST OF A WELL WITH PUMP, 24 FEET
 JY0567'NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 1 FOOT WEST OF A
 JY0567'FENCE LINE, 2 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT LEVEL
 JY0567'WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JY0567'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1005 ***********************************************************************
 KZ1005  DESIGNATION -  E 22
 KZ1005  PID         -  KZ1005
 KZ1005  STATE/COUNTY-  OH/CRAWFORD
 KZ1005  USGS QUAD   -  NEW WASHINGTON (1960)
 KZ1005
 KZ1005                         *CURRENT SURVEY CONTROL
 KZ1005  ___________________________________________________________________
 KZ1005* NAD 83(1986)-  40 57 41.     (N)    082 50 06.     (W)     SCALED    
 KZ1005* NAVD 88     -       301.856  (meters)     990.34   (feet)  ADJUSTED  
 KZ1005  ___________________________________________________________________
 KZ1005  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 KZ1005  DYNAMIC HT  -         301.713 (meters)     989.87  (feet)  COMP
 KZ1005  MODELED GRAV-     980,144.2   (mgal)                       NAVD 88
 KZ1005
 KZ1005  VERT ORDER  -  SECOND    CLASS 0
 KZ1005
 KZ1005.The horizontal coordinates were scaled from a topographic map and have
 KZ1005.an estimated accuracy of +/- 6 seconds.
 KZ1005
 KZ1005.The orthometric height was determined by differential leveling
 KZ1005.and adjusted by the National Geodetic Survey in June 1991..
 KZ1005
 KZ1005.The geoid height was determined by GEOID03.
 KZ1005
 KZ1005.The dynamic height is computed by dividing the NAVD 88
 KZ1005.geopotential number by the normal gravity value computed on the
 KZ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1005.degrees latitude (g = 980.6199 gals.).
 KZ1005
 KZ1005.The modeled gravity was interpolated from observed gravity values.
 KZ1005
 KZ1005;                    North         East    Units  Estimated Accuracy
 KZ1005;SPC OH N     -   143,830.      571,800.      MT  (+/- 180 meters Scaled)
 KZ1005
 KZ1005                          SUPERSEDED SURVEY CONTROL
 KZ1005
 KZ1005  NGVD 29 (??/??/92)  301.993  (m)          990.79   (f) ADJ UNCH    2 0
 KZ1005
 KZ1005.Superseded values are not recommended for survey control.
 KZ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1005.See file dsdata.txt to determine how the superseded data were derived.
 KZ1005
 KZ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF455360(NAD 83)
 KZ1005_MARKER: DB = BENCH MARK DISK
 KZ1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1005_STAMPING: E 22 1934
 KZ1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1005+STABILITY: SURFACE MOTION
 KZ1005
 KZ1005  HISTORY     - Date     Condition        Report By
 KZ1005  HISTORY     - 1934     MONUMENTED       CGS
 KZ1005  HISTORY     - 1959     GOOD             NGS
 KZ1005  HISTORY     - 1987     GOOD             OHDT
 KZ1005
 KZ1005                          STATION DESCRIPTION
 KZ1005
 KZ1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1005'0.9 MI E FROM NEW WASHINGTON.
 KZ1005'0.9 MILE EAST ALONG THE AKRON, CANTON AND YOUNGSTOWN RAILROAD
 KZ1005'FROM THE STATION AT NEW WASHINGTON, CRAWFORD COUNTY, AT A
 KZ1005'GRAVEL-ROAD CROSSING, 31.0 FEET NORTHWEST OF THE INTERSECTION OF
 KZ1005'THE NORTH RAIL WITH THE CENTERLINE OF THE ROAD, 27.0 FEET WEST
 KZ1005'OF THE CENTERLINE OF THE ROAD, 26.0 FEET NORTH OF THE NORTH RAIL,
 KZ1005'3.5 FEET SOUTH OF A FENCE LINE, AND 2.0 FEET LOWER THAN THE TOP
 KZ1005'OF THE RAIL.  A STANDARD DISK, STAMPED E 22 1934 AND SET IN THE
 KZ1005'TOP OF A CONCRETE POST.
 KZ1005
 KZ1005                          STATION RECOVERY (1987)
 KZ1005
 KZ1005'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ1005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0625 ***********************************************************************
 JY0625  DESIGNATION -  E 220
 JY0625  PID         -  JY0625
 JY0625  STATE/COUNTY-  OH/JACKSON
 JY0625  USGS QUAD   -  JACKSON (1995)
 JY0625
 JY0625                         *CURRENT SURVEY CONTROL
 JY0625  ___________________________________________________________________
 JY0625* NAD 83(1986)-  39 03 10.     (N)    082 43 49.     (W)     SCALED    
 JY0625* NAVD 88     -       205.416  (meters)     673.94   (feet)  ADJUSTED  
 JY0625  ___________________________________________________________________
 JY0625  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JY0625  DYNAMIC HT  -         205.285 (meters)     673.51  (feet)  COMP
 JY0625  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 JY0625
 JY0625  VERT ORDER  -  SECOND    CLASS 0
 JY0625
 JY0625.The horizontal coordinates were scaled from a topographic map and have
 JY0625.an estimated accuracy of +/- 6 seconds.
 JY0625
 JY0625.The orthometric height was determined by differential leveling
 JY0625.and adjusted by the National Geodetic Survey in June 1991..
 JY0625
 JY0625.The geoid height was determined by GEOID03.
 JY0625
 JY0625.The dynamic height is computed by dividing the NAVD 88
 JY0625.geopotential number by the normal gravity value computed on the
 JY0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0625.degrees latitude (g = 980.6199 gals.).
 JY0625
 JY0625.The modeled gravity was interpolated from observed gravity values.
 JY0625
 JY0625;                    North         East    Units  Estimated Accuracy
 JY0625;SPC OH S     -   116,900.      580,070.      MT  (+/- 180 meters Scaled)
 JY0625
 JY0625                          SUPERSEDED SURVEY CONTROL
 JY0625
 JY0625  NGVD 29 (??/??/92)  205.584  (m)          674.49   (f) ADJ UNCH    2 0
 JY0625
 JY0625.Superseded values are not recommended for survey control.
 JY0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0625.See file dsdata.txt to determine how the superseded data were derived.
 JY0625
 JY0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD502240(NAD 83)
 JY0625_MARKER: DB = BENCH MARK DISK
 JY0625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0625_SP_SET: BRIDGE
 JY0625_STAMPING: E 220 1958
 JY0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0625
 JY0625  HISTORY     - Date     Condition        Report By
 JY0625  HISTORY     - 1958     MONUMENTED       CGS
 JY0625  HISTORY     - 1976     GOOD             NGS
 JY0625
 JY0625                          STATION DESCRIPTION
 JY0625
 JY0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0625'5.4 MI W FROM JACKSON.
 JY0625'ABOUT 0.2 MILE NORTHWEST ALNG U.S. HIGHWAY 35 FROM THE COURT
 JY0625'HOUSE AT JACKSON, THENCE ABOUT 5.2 MILES WEST ALONG STATE HIGHWAY
 JY0625'124, ABOUT 0.35 MILE WEST OF A LARGE SCHOOL LOCATED ON SOUTH
 JY0625'SIDE OF HIGHWAY, IN THE TOP OF THE WING WALL AT THE NORTHWEST
 JY0625'CORNER OF A 20-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 18
 JY0625'FEET NORTH OF CENTER LINE OF HIGHWAY, AND ABOUT LEVEL WITH
 JY0625'HIGHWAY.
 JY0625
 JY0625                          STATION RECOVERY (1976)
 JY0625
 JY0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0625'STATE HIGHWAY 124 IS NOW COUNTY ROAD 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0656 ***********************************************************************
 JY0656  DESIGNATION -  E 221
 JY0656  PID         -  JY0656
 JY0656  STATE/COUNTY-  OH/JACKSON
 JY0656  USGS QUAD   -  WELLSTON (1995)
 JY0656
 JY0656                         *CURRENT SURVEY CONTROL
 JY0656  ___________________________________________________________________
 JY0656* NAD 83(1986)-  39 05 21.     (N)    082 32 13.     (W)     SCALED    
 JY0656* NAVD 88     -       221.005  (meters)     725.08   (feet)  ADJUSTED  
 JY0656  ___________________________________________________________________
 JY0656  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JY0656  DYNAMIC HT  -         220.867 (meters)     724.63  (feet)  COMP
 JY0656  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 JY0656
 JY0656  VERT ORDER  -  SECOND    CLASS 0
 JY0656
 JY0656.The horizontal coordinates were scaled from a topographic map and have
 JY0656.an estimated accuracy of +/- 6 seconds.
 JY0656
 JY0656.The orthometric height was determined by differential leveling
 JY0656.and adjusted by the National Geodetic Survey in June 1991..
 JY0656
 JY0656.The geoid height was determined by GEOID03.
 JY0656
 JY0656.The dynamic height is computed by dividing the NAVD 88
 JY0656.geopotential number by the normal gravity value computed on the
 JY0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0656.degrees latitude (g = 980.6199 gals.).
 JY0656
 JY0656.The modeled gravity was interpolated from observed gravity values.
 JY0656
 JY0656;                    North         East    Units  Estimated Accuracy
 JY0656;SPC OH S     -   120,910.      596,800.      MT  (+/- 180 meters Scaled)
 JY0656
 JY0656                          SUPERSEDED SURVEY CONTROL
 JY0656
 JY0656  NGVD 29 (??/??/92)  221.180  (m)          725.65   (f) ADJ UNCH    2 0
 JY0656
 JY0656.Superseded values are not recommended for survey control.
 JY0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0656.See file dsdata.txt to determine how the superseded data were derived.
 JY0656
 JY0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD670277(NAD 83)
 JY0656_MARKER: DB = BENCH MARK DISK
 JY0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0656_SP_SET: CULVERT
 JY0656_STAMPING: E 221 1958
 JY0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0656
 JY0656  HISTORY     - Date     Condition        Report By
 JY0656  HISTORY     - 1958     MONUMENTED       CGS
 JY0656  HISTORY     - 1976     GOOD             NGS
 JY0656
 JY0656                          STATION DESCRIPTION
 JY0656
 JY0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0656'0.6 MI N FROM ROADS.
 JY0656'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 327 FROM THE
 JY0656'INTERSECTION OF STATE HIGHWAY 124 AT ROADS, ON THE OUTSIDE
 JY0656'OF A SLIGHT CURVE, IN THE TOP OF SOUTH END OF EAST HEAD WALL OF
 JY0656'A 10-FOOT CONCRETE BOX CULVERT, 31 FEET EAST OF CENTER LINE OF
 JY0656'HIGHWAY, 1/2 FOOT NORTH OF SOUTH END OF HEADWALL AND ABOUT 7 FEET
 JY0656'BELOW LEVEL OF HIGHWAY.
 JY0656
 JY0656                          STATION RECOVERY (1976)
 JY0656
 JY0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0656'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 327 FROM JUNCTION OF STATE
 JY0656'HIGHWAY 346 AND ABOUT 50 YARDS EAST OF HIGHWAY 327 ALONG OLD HIGHWAY
 JY0656'IN THE TOP OF SOUTH END OF EAST HEADWALL OF A 10-FOOT CONCRETE BOX
 JY0656'CULVERT, 31 FEET EAST OF CENTER OF OLD HIGHWAY, 1/2 FOOT NORTH OF
 JY0656'SOUTH END OF HEAD WALL AND ABOUT 7 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0665 ***********************************************************************
 JY0665  DESIGNATION -  E 222
 JY0665  PID         -  JY0665
 JY0665  STATE/COUNTY-  OH/JACKSON
 JY0665  USGS QUAD   -  WELLSTON (1995)
 JY0665
 JY0665                         *CURRENT SURVEY CONTROL
 JY0665  ___________________________________________________________________
 JY0665* NAD 83(1986)-  39 00 06.     (N)    082 32 08.     (W)     SCALED    
 JY0665* NAVD 88     -       214.205  (meters)     702.77   (feet)  ADJUSTED  
 JY0665  ___________________________________________________________________
 JY0665  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JY0665  DYNAMIC HT  -         214.070 (meters)     702.33  (feet)  COMP
 JY0665  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JY0665
 JY0665  VERT ORDER  -  SECOND    CLASS 0
 JY0665
 JY0665.The horizontal coordinates were scaled from a topographic map and have
 JY0665.an estimated accuracy of +/- 6 seconds.
 JY0665
 JY0665.The orthometric height was determined by differential leveling
 JY0665.and adjusted by the National Geodetic Survey in June 1991..
 JY0665
 JY0665.The geoid height was determined by GEOID03.
 JY0665
 JY0665.The dynamic height is computed by dividing the NAVD 88
 JY0665.geopotential number by the normal gravity value computed on the
 JY0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0665.degrees latitude (g = 980.6199 gals.).
 JY0665
 JY0665.The modeled gravity was interpolated from observed gravity values.
 JY0665
 JY0665;                    North         East    Units  Estimated Accuracy
 JY0665;SPC OH S     -   111,200.      596,920.      MT  (+/- 180 meters Scaled)
 JY0665
 JY0665                          SUPERSEDED SURVEY CONTROL
 JY0665
 JY0665  NGVD 29 (??/??/92)  214.384  (m)          703.36   (f) ADJ UNCH    2 0
 JY0665
 JY0665.Superseded values are not recommended for survey control.
 JY0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0665.See file dsdata.txt to determine how the superseded data were derived.
 JY0665
 JY0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD670180(NAD 83)
 JY0665_MARKER: DB = BENCH MARK DISK
 JY0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0665_STAMPING: E 222 1958
 JY0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0665+STABILITY: SURFACE MOTION
 JY0665
 JY0665  HISTORY     - Date     Condition        Report By
 JY0665  HISTORY     - 1958     MONUMENTED       CGS
 JY0665  HISTORY     - 1976     GOOD             NGS
 JY0665
 JY0665                          STATION DESCRIPTION
 JY0665
 JY0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0665'1.1 MI N FROM WINCHESTER.
 JY0665'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 327 FROM THE
 JY0665'JUNCTION OF U.S. HIGHWAY 35 AT WINCHESTER, ABOUT 1.1 MILES
 JY0665'SOUTH ALONG HIGHWAY 327 FROM THE ROAD JUNCTION AT RIDGELAND,
 JY0665'AT THE JUNCTION OF A ROAD NORTHWEST AND AT THE JUNCTION OF A
 JY0665'DRIVE SOUTHEAST TO A RED BARN, 43 1/2 FEET SOUTHEAST OF CENTER
 JY0665'LINE OF HIGHWAY, 82 1/2 FEET NORTHEAST OF EXTENDED CENTER LINE
 JY0665'OF ROAD NORTHWEST, 13 FEET SOUTHWEST OF CENTER LINE OF DRIVE,
 JY0665'38 FEET WEST AND ACROSS DRIVE FROM POWER POLE NO. 303-12A, 2
 JY0665'FEET NORTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A STEEL
 JY0665'WITNESS POST, ABOUT 4 FEET ABOVE LEVEL OF ROAD AND SET IN THE
 JY0665'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JY0665
 JY0665                          STATION RECOVERY (1976)
 JY0665
 JY0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0388 ***********************************************************************
 JY0388  DESIGNATION -  E 223
 JY0388  PID         -  JY0388
 JY0388  STATE/COUNTY-  OH/MEIGS
 JY0388  USGS QUAD   -  ALBANY (1995)
 JY0388
 JY0388                         *CURRENT SURVEY CONTROL
 JY0388  ___________________________________________________________________
 JY0388* NAD 83(1986)-  39 07 32.     (N)    082 10 02.     (W)     SCALED    
 JY0388* NAVD 88     -       200.061  (meters)     656.37   (feet)  ADJUSTED  
 JY0388  ___________________________________________________________________
 JY0388  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY0388  DYNAMIC HT  -         199.936 (meters)     655.96  (feet)  COMP
 JY0388  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 JY0388
 JY0388  VERT ORDER  -  SECOND    CLASS 0
 JY0388
 JY0388.The horizontal coordinates were scaled from a topographic map and have
 JY0388.an estimated accuracy of +/- 6 seconds.
 JY0388
 JY0388.The orthometric height was determined by differential leveling
 JY0388.and adjusted by the National Geodetic Survey in June 1991..
 JY0388
 JY0388.The geoid height was determined by GEOID03.
 JY0388
 JY0388.The dynamic height is computed by dividing the NAVD 88
 JY0388.geopotential number by the normal gravity value computed on the
 JY0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0388.degrees latitude (g = 980.6199 gals.).
 JY0388
 JY0388.The modeled gravity was interpolated from observed gravity values.
 JY0388
 JY0388;                    North         East    Units  Estimated Accuracy
 JY0388;SPC OH S     -   125,000.      628,780.      MT  (+/- 180 meters Scaled)
 JY0388
 JY0388                          SUPERSEDED SURVEY CONTROL
 JY0388
 JY0388  NGVD 29 (??/??/92)  200.250  (m)          656.99   (f) ADJ UNCH    2 0
 JY0388
 JY0388.Superseded values are not recommended for survey control.
 JY0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0388.See file dsdata.txt to determine how the superseded data were derived.
 JY0388
 JY0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD991313(NAD 83)
 JY0388_MARKER: DB = BENCH MARK DISK
 JY0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0388_STAMPING: E 223 1958
 JY0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0388+STABILITY: SURFACE MOTION
 JY0388
 JY0388  HISTORY     - Date     Condition        Report By
 JY0388  HISTORY     - 1958     MONUMENTED       CGS
 JY0388
 JY0388                          STATION DESCRIPTION
 JY0388
 JY0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0388'1.9 MI SW FROM HARRISONVILLE.
 JY0388'ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 143 FROM THE JUNCTION
 JY0388'OF STATE HIGHWAY 684 AT HARRISONVILLE, THENCE ABOUT 0.3 MILE
 JY0388'SOUTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.15 MILES
 JY0388'SOUTHWEST ALONG A GRAVEL ROAD, ABOUT 0.5 MILE WEST OF TOP OF
 JY0388'GRADES, ABOUT 0.2 MILE EAST OF TOP OF GRADES, 24 FEET NORTH OF
 JY0388'CENTER LINE OF ROAD AND NEAR THE EAST END OF A CUT, 68 1/2 FEET
 JY0388'WEST OF NORTH END OF A 60-INCH IRON PIPE CULVERT FOR A CREEK
 JY0388'BRANCH, 2 FEET WEST-SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT
 JY0388'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JY0388'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0364 ***********************************************************************
 JY0364  DESIGNATION -  E 224
 JY0364  PID         -  JY0364
 JY0364  STATE/COUNTY-  OH/MEIGS
 JY0364  USGS QUAD   -  RUTLAND (1995)
 JY0364
 JY0364                         *CURRENT SURVEY CONTROL
 JY0364  ___________________________________________________________________
 JY0364* NAD 83(1986)-  39 05 07.     (N)    082 12 48.     (W)     SCALED    
 JY0364* NAVD 88     -       185.542  (meters)     608.73   (feet)  ADJUSTED  
 JY0364  ___________________________________________________________________
 JY0364  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JY0364  DYNAMIC HT  -         185.426 (meters)     608.35  (feet)  COMP
 JY0364  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 JY0364
 JY0364  VERT ORDER  -  SECOND    CLASS 0
 JY0364
 JY0364.The horizontal coordinates were scaled from a topographic map and have
 JY0364.an estimated accuracy of +/- 6 seconds.
 JY0364
 JY0364.The orthometric height was determined by differential leveling
 JY0364.and adjusted by the National Geodetic Survey in June 1991..
 JY0364
 JY0364.The geoid height was determined by GEOID03.
 JY0364
 JY0364.The dynamic height is computed by dividing the NAVD 88
 JY0364.geopotential number by the normal gravity value computed on the
 JY0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0364.degrees latitude (g = 980.6199 gals.).
 JY0364
 JY0364.The modeled gravity was interpolated from observed gravity values.
 JY0364
 JY0364;                    North         East    Units  Estimated Accuracy
 JY0364;SPC OH S     -   120,520.      624,800.      MT  (+/- 180 meters Scaled)
 JY0364
 JY0364                          SUPERSEDED SURVEY CONTROL
 JY0364
 JY0364  NGVD 29 (??/??/92)  185.732  (m)          609.36   (f) ADJ UNCH    2 0
 JY0364
 JY0364.Superseded values are not recommended for survey control.
 JY0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0364.See file dsdata.txt to determine how the superseded data were derived.
 JY0364
 JY0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD950269(NAD 83)
 JY0364_MARKER: DB = BENCH MARK DISK
 JY0364_SETTING: 66 = SET IN ROCK OUTCROP
 JY0364_SP_SET: ROCK CUT
 JY0364_STAMPING: E 224 1958
 JY0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0364+STABILITY: POSITION/ELEVATION WELL
 JY0364
 JY0364  HISTORY     - Date     Condition        Report By
 JY0364  HISTORY     - 1958     MONUMENTED       CGS
 JY0364
 JY0364                          STATION DESCRIPTION
 JY0364
 JY0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0364'0.2 MI S FROM DEXTER.
 JY0364'ABOUT 0.25 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 JY0364'FROM THE POST OFFICE AT DEXTER, 0.2 MILE NORTH OF RAILROAD BRIDGE
 JY0364'OVER A CREEK AND A ROAD TO A FARM, 170 YARDS SOUTH OF THE
 JY0364'SOUTH ONE OF TWO ROAD CROSSINGS AT DEXTER, ON THE OUTSIDE OF A
 JY0364'CURVE IN TRACK, SET VERTICALLY IN THE WEST FACE OF A 2 1/2-FOOT
 JY0364'HIGH LAYER OF ROCK IN THE HIGHEST PART OF A ROCK CUT, 7 FEET
 JY0364'EAST OF EAST RAIL, 73 FEET SOUTH OF NORTH END OF ROCKY PART OF
 JY0364'CUT AND ABOUT 2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0288 ***********************************************************************
 JY0288  DESIGNATION -  E 225
 JY0288  PID         -  JY0288
 JY0288  STATE/COUNTY-  OH/ATHENS
 JY0288  USGS QUAD   -  MINERAL (1992)
 JY0288
 JY0288                         *CURRENT SURVEY CONTROL
 JY0288  ___________________________________________________________________
 JY0288* NAD 83(1986)-  39 18 20.     (N)    082 15 33.     (W)     SCALED    
 JY0288* NAVD 88     -       219.311  (meters)     719.52   (feet)  ADJUSTED  
 JY0288  ___________________________________________________________________
 JY0288  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY0288  DYNAMIC HT  -         219.177 (meters)     719.08  (feet)  COMP
 JY0288  MODELED GRAV-     980,009.9   (mgal)                       NAVD 88
 JY0288
 JY0288  VERT ORDER  -  SECOND    CLASS 0
 JY0288
 JY0288.The horizontal coordinates were scaled from a topographic map and have
 JY0288.an estimated accuracy of +/- 6 seconds.
 JY0288
 JY0288.The orthometric height was determined by differential leveling
 JY0288.and adjusted by the National Geodetic Survey in June 1991..
 JY0288
 JY0288.The geoid height was determined by GEOID03.
 JY0288
 JY0288.The dynamic height is computed by dividing the NAVD 88
 JY0288.geopotential number by the normal gravity value computed on the
 JY0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0288.degrees latitude (g = 980.6199 gals.).
 JY0288
 JY0288.The modeled gravity was interpolated from observed gravity values.
 JY0288
 JY0288;                    North         East    Units  Estimated Accuracy
 JY0288;SPC OH S     -   144,960.      620,770.      MT  (+/- 180 meters Scaled)
 JY0288
 JY0288                          SUPERSEDED SURVEY CONTROL
 JY0288
 JY0288  NGVD 29 (??/??/92)  219.487  (m)          720.10   (f) ADJ UNCH    2 0
 JY0288
 JY0288.Superseded values are not recommended for survey control.
 JY0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0288.See file dsdata.txt to determine how the superseded data were derived.
 JY0288
 JY0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD914514(NAD 83)
 JY0288_MARKER: DB = BENCH MARK DISK
 JY0288_SETTING: 66 = SET IN ROCK OUTCROP
 JY0288_SP_SET: ROCK CUT
 JY0288_STAMPING: E 225 1958
 JY0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0288+STABILITY: POSITION/ELEVATION WELL
 JY0288
 JY0288  HISTORY     - Date     Condition        Report By
 JY0288  HISTORY     - 1958     MONUMENTED       CGS
 JY0288
 JY0288                          STATION DESCRIPTION
 JY0288
 JY0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0288'1.4 MI S FROM MINERAL.
 JY0288'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 356 FROM THE CROSSING
 JY0288'OF THE BALTIMORE AND OHIO RAILROAD AT MINERAL, THENCE 0.45 MILE
 JY0288'SOUTH ALONG STATE HIGHWAY 680, 22 FEET NORTH-NORTHEAST OF THE
 JY0288'CENTER LINE OF THE HIGHWAY AND ON THE OUTSIDE OF A CURVE, SET
 JY0288'VERTICALLY IN THE SOUTH-SOUTHWEST FACE OF A SMOOTH SOLID 6 FOOT
 JY0288'HIGH AND 45 FOOT LONG CLIFF ON OLD CUT AT THE SOUTHEAST END OF
 JY0288'ROCK CUT, 23 1/2 FEET WEST OF THE SOUTH END OF THE EXPOSED PART
 JY0288'OF CLIFF, 49 1/2 FEET WEST-NORTHWEST OF THE NORTH END OF AN 18-INCH
 JY0288'PIPE CULVERT UNDER HIGHWAY, 3 FEET ABOVE THE GROUND, AND ABOUT 3
 JY0288'FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1246 ***********************************************************************
 HY1246  DESIGNATION -  E 226
 HY1246  PID         -  HY1246
 HY1246  STATE/COUNTY-  OH/JACKSON
 HY1246  USGS QUAD   -  PETERSBURG (1983)
 HY1246
 HY1246                         *CURRENT SURVEY CONTROL
 HY1246  ___________________________________________________________________
 HY1246* NAD 83(1986)-  38 54 52.     (N)    082 42 01.     (W)     SCALED    
 HY1246* NAVD 88     -       201.269  (meters)     660.33   (feet)  ADJUSTED  
 HY1246  ___________________________________________________________________
 HY1246  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HY1246  DYNAMIC HT  -         201.141 (meters)     659.91  (feet)  COMP
 HY1246  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 HY1246
 HY1246  VERT ORDER  -  SECOND    CLASS 0
 HY1246
 HY1246.The horizontal coordinates were scaled from a topographic map and have
 HY1246.an estimated accuracy of +/- 6 seconds.
 HY1246
 HY1246.The orthometric height was determined by differential leveling
 HY1246.and adjusted by the National Geodetic Survey in June 1991..
 HY1246
 HY1246.The geoid height was determined by GEOID03.
 HY1246
 HY1246.The dynamic height is computed by dividing the NAVD 88
 HY1246.geopotential number by the normal gravity value computed on the
 HY1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1246.degrees latitude (g = 980.6199 gals.).
 HY1246
 HY1246.The modeled gravity was interpolated from observed gravity values.
 HY1246
 HY1246;                    North         East    Units  Estimated Accuracy
 HY1246;SPC OH S     -   101,540.      582,630.      MT  (+/- 180 meters Scaled)
 HY1246
 HY1246                          SUPERSEDED SURVEY CONTROL
 HY1246
 HY1246  NGVD 29 (??/??/92)  201.439  (m)          660.89   (f) ADJ UNCH    2 0
 HY1246
 HY1246.Superseded values are not recommended for survey control.
 HY1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1246.See file dsdata.txt to determine how the superseded data were derived.
 HY1246
 HY1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD525086(NAD 83)
 HY1246_MARKER: DB = BENCH MARK DISK
 HY1246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1246_SP_SET: BRIDGE
 HY1246_STAMPING: E 226 1958
 HY1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1246
 HY1246  HISTORY     - Date     Condition        Report By
 HY1246  HISTORY     - 1958     MONUMENTED       CGS
 HY1246  HISTORY     - 1976     GOOD             NGS
 HY1246
 HY1246                          STATION DESCRIPTION
 HY1246
 HY1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1246'11.4 MI SW FROM JACKSON.
 HY1246'ABOUT 11.35 MILES SOUTHWEST ALONG STATE HIGHWAY 139 FROM THE
 HY1246'COURT HOUSE AT JACKSON, ABOUT 0.25 MILE NORTHEAST OF JUNCTION
 HY1246'OF A ROAD NORTHWEST, IN THE TOP OF THE WING WALL AT THE NORTHWEST
 HY1246'CORNER OF A 15-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, NEAR
 HY1246'THE JUNCTION OF A DRIVE NORTH TO A TWO-STORY WHITE FARM HOUSE,
 HY1246'15 FEET NORTH OF CENTER LINE OF HIGHWAY, AND 1 FOOT ABOVE LEVEL
 HY1246'OF HIGHWAY.
 HY1246
 HY1246                          STATION RECOVERY (1976)
 HY1246
 HY1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1279 ***********************************************************************
 HY1279  DESIGNATION -  E 227
 HY1279  PID         -  HY1279
 HY1279  STATE/COUNTY-  OH/JACKSON
 HY1279  USGS QUAD   -  STOCKDALE (1983)
 HY1279
 HY1279                         *CURRENT SURVEY CONTROL
 HY1279  ___________________________________________________________________
 HY1279* NAD 83(1986)-  38 59 50.     (N)    082 46 55.     (W)     SCALED    
 HY1279* NAVD 88     -       205.055  (meters)     672.75   (feet)  ADJUSTED  
 HY1279  ___________________________________________________________________
 HY1279  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 HY1279  DYNAMIC HT  -         204.924 (meters)     672.32  (feet)  COMP
 HY1279  MODELED GRAV-     979,985.0   (mgal)                       NAVD 88
 HY1279
 HY1279  VERT ORDER  -  SECOND    CLASS 0
 HY1279
 HY1279.The horizontal coordinates were scaled from a topographic map and have
 HY1279.an estimated accuracy of +/- 6 seconds.
 HY1279
 HY1279.The orthometric height was determined by differential leveling
 HY1279.and adjusted by the National Geodetic Survey in June 1991..
 HY1279
 HY1279.The geoid height was determined by GEOID03.
 HY1279
 HY1279.The dynamic height is computed by dividing the NAVD 88
 HY1279.geopotential number by the normal gravity value computed on the
 HY1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1279.degrees latitude (g = 980.6199 gals.).
 HY1279
 HY1279.The modeled gravity was interpolated from observed gravity values.
 HY1279
 HY1279;                    North         East    Units  Estimated Accuracy
 HY1279;SPC OH S     -   110,740.      575,580.      MT  (+/- 180 meters Scaled)
 HY1279
 HY1279                          SUPERSEDED SURVEY CONTROL
 HY1279
 HY1279  NGVD 29 (??/??/92)  205.222  (m)          673.30   (f) ADJ UNCH    2 0
 HY1279
 HY1279.Superseded values are not recommended for survey control.
 HY1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1279.See file dsdata.txt to determine how the superseded data were derived.
 HY1279
 HY1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD456179(NAD 83)
 HY1279_MARKER: DB = BENCH MARK DISK
 HY1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1279_STAMPING: E 227 1958
 HY1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1279+STABILITY: SURFACE MOTION
 HY1279
 HY1279  HISTORY     - Date     Condition        Report By
 HY1279  HISTORY     - 1958     MONUMENTED       CGS
 HY1279
 HY1279                          STATION DESCRIPTION
 HY1279
 HY1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1279'4.6 MI SE FROM BEAVER.
 HY1279'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 124 FROM THE SCHOOL AT
 HY1279'BEAVER, THENCE ABOUT 2.35 MILES SOUTH ALONG A BLACK-TOP ROAD,
 HY1279'ABOUT 1.15 MILES SOUTH OF THE CROSSING OF THE DETROIT, TOLEDO AND
 HY1279'IRONTON RAILROAD AT GLADE, ABOUT 0.75 MILE SOUTH OF A JOGGED
 HY1279'CROSSROAD, ABOUT 150 YARDS SOUTH OF CROSSING OF A STEEL TOWER
 HY1279'POWER TRANSMISSION LINE, IN THE NORTHWEST CORNER OF GRAVEL
 HY1279'STORAGE LOT OF THE STATE HIGHWAY DEPARTMENT, 24 FEET EAST OF
 HY1279'CENTER LINE OF ROAD, 3 1/2 FEET NORTH OF THE THIRD TELEPHONE
 HY1279'POLE SOUTH OF TRANSMISSION LINE CROSSING, 3 FEET EAST OF A
 HY1279'FENCE LINE, 2 FEET SOUTH OF A STEEL WITNESS POST, ABOUT 2 FEET
 HY1279'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 HY1279'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0329 ***********************************************************************
 JY0329  DESIGNATION -  E 228
 JY0329  PID         -  JY0329
 JY0329  STATE/COUNTY-  OH/MEIGS
 JY0329  USGS QUAD   -  VALES MILLS (1992)
 JY0329
 JY0329                         *CURRENT SURVEY CONTROL
 JY0329  ___________________________________________________________________
 JY0329* NAD 83(1986)-  39 12 03.     (N)    082 15 16.     (W)     SCALED    
 JY0329* NAVD 88     -       236.249  (meters)     775.09   (feet)  ADJUSTED  
 JY0329  ___________________________________________________________________
 JY0329  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY0329  DYNAMIC HT  -         236.101 (meters)     774.61  (feet)  COMP
 JY0329  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 JY0329
 JY0329  VERT ORDER  -  SECOND    CLASS 0
 JY0329
 JY0329.The horizontal coordinates were scaled from a topographic map and have
 JY0329.an estimated accuracy of +/- 6 seconds.
 JY0329
 JY0329.The orthometric height was determined by differential leveling
 JY0329.and adjusted by the National Geodetic Survey in June 1991..
 JY0329
 JY0329.The geoid height was determined by GEOID03.
 JY0329
 JY0329.The dynamic height is computed by dividing the NAVD 88
 JY0329.geopotential number by the normal gravity value computed on the
 JY0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0329.degrees latitude (g = 980.6199 gals.).
 JY0329
 JY0329.The modeled gravity was interpolated from observed gravity values.
 JY0329
 JY0329;                    North         East    Units  Estimated Accuracy
 JY0329;SPC OH S     -   133,340.      621,210.      MT  (+/- 180 meters Scaled)
 JY0329
 JY0329                          SUPERSEDED SURVEY CONTROL
 JY0329
 JY0329  NGVD 29 (??/??/92)  236.435  (m)          775.70   (f) ADJ UNCH    2 0
 JY0329
 JY0329.Superseded values are not recommended for survey control.
 JY0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0329.See file dsdata.txt to determine how the superseded data were derived.
 JY0329
 JY0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD916398(NAD 83)
 JY0329_MARKER: DB = BENCH MARK DISK
 JY0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0329_STAMPING: E 228 1958
 JY0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0329+STABILITY: SURFACE MOTION
 JY0329
 JY0329  HISTORY     - Date     Condition        Report By
 JY0329  HISTORY     - 1958     MONUMENTED       CGS
 JY0329
 JY0329                          STATION DESCRIPTION
 JY0329
 JY0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0329'4 MI SW FROM ALBANY.
 JY0329'ABOUT 3.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE
 JY0329'INTERSECTION OF CLINTON STREET AT ALBANY, THENCE 0.95 MILE SOUTH
 JY0329'ALONG STATE HIGHWAY 143, 0.7 MILE NORTHEAST OF TEMPLE METHODIST
 JY0329'CHURCH, 203 YARDS SOUTH OF MEIGS - ATHENS COUNTY LINE, 269
 JY0329'YARDS SOUTH OF THE TOP OF A GRADE, 100.0 FEET SOUTH OF THE
 JY0329'WEST END OF A 15-INCH CORRUGATED METAL PIPE CULVERT, 22 FEET
 JY0329'WEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF A
 JY0329'22-INCH HICKORY TREE, 1 FOOT EAST OF A WIRE FENCE, 2 FEET SOUTH
 JY0329'OF A STEEL WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 JY0329'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0308 ***********************************************************************
 JY0308  DESIGNATION -  E 229
 JY0308  PID         -  JY0308
 JY0308  STATE/COUNTY-  OH/ATHENS
 JY0308  USGS QUAD   -  ALBANY (1995)
 JY0308
 JY0308                         *CURRENT SURVEY CONTROL
 JY0308  ___________________________________________________________________
 JY0308* NAD 83(1986)-  39 11 59.     (N)    082 09 28.     (W)     SCALED    
 JY0308* NAVD 88     -       253.569  (meters)     831.92   (feet)  ADJUSTED  
 JY0308  ___________________________________________________________________
 JY0308  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY0308  DYNAMIC HT  -         253.411 (meters)     831.40  (feet)  COMP
 JY0308  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 JY0308
 JY0308  VERT ORDER  -  SECOND    CLASS 0
 JY0308
 JY0308.The horizontal coordinates were scaled from a topographic map and have
 JY0308.an estimated accuracy of +/- 6 seconds.
 JY0308
 JY0308.The orthometric height was determined by differential leveling
 JY0308.and adjusted by the National Geodetic Survey in June 1991..
 JY0308
 JY0308.The geoid height was determined by GEOID03.
 JY0308
 JY0308.The dynamic height is computed by dividing the NAVD 88
 JY0308.geopotential number by the normal gravity value computed on the
 JY0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0308.degrees latitude (g = 980.6199 gals.).
 JY0308
 JY0308.The modeled gravity was interpolated from observed gravity values.
 JY0308
 JY0308;                    North         East    Units  Estimated Accuracy
 JY0308;SPC OH S     -   133,240.      629,560.      MT  (+/- 180 meters Scaled)
 JY0308
 JY0308                          SUPERSEDED SURVEY CONTROL
 JY0308
 JY0308  NGVD 29 (??/??/92)  253.754  (m)          832.52   (f) ADJ UNCH    2 0
 JY0308
 JY0308.Superseded values are not recommended for survey control.
 JY0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0308.See file dsdata.txt to determine how the superseded data were derived.
 JY0308
 JY0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD000395(NAD 83)
 JY0308_MARKER: DB = BENCH MARK DISK
 JY0308_SETTING: 66 = SET IN ROCK OUTCROP
 JY0308_SP_SET: ROCK CUT
 JY0308_STAMPING: E 229 1958
 JY0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0308+STABILITY: POSITION/ELEVATION WELL
 JY0308
 JY0308  HISTORY     - Date     Condition        Report By
 JY0308  HISTORY     - 1958     MONUMENTED       CGS
 JY0308  HISTORY     - 1976     GOOD             NGS
 JY0308
 JY0308                          STATION DESCRIPTION
 JY0308
 JY0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0308'3.4 MI SE FROM ALBANY.
 JY0308'ABOUT 3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 680 FROM THE JUNCTION
 JY0308'OF U.S. HIGHWAY 50 AT ALBANY, ABOUT 0.2 MILE NORTHWEST OF THE
 JY0308'ATHENS-MEIGS COUNTY LINE, SET VERTICALLY IN THE SOUTHWEST FACE
 JY0308'OF A 2-FOOT THICK LAYER OF ROCK AT THE SOUTHEAST END OF A ROCKY CUT,
 JY0308'21 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 3 FEET
 JY0308'ABOVE LEVEL OF HIGHWAY.
 JY0308
 JY0308                          STATION RECOVERY (1976)
 JY0308
 JY0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1500 ***********************************************************************
 KZ1500  DESIGNATION -  E 23
 KZ1500  PID         -  KZ1500
 KZ1500  STATE/COUNTY-  OH/MARION
 KZ1500  USGS QUAD   -  MORRAL (1984)
 KZ1500
 KZ1500                         *CURRENT SURVEY CONTROL
 KZ1500  ___________________________________________________________________
 KZ1500* NAD 83(1986)-  40 39 30.     (N)    083 11 30.     (W)     SCALED    
 KZ1500* NAVD 88     -       278.548  (meters)     913.87   (feet)  ADJUSTED  
 KZ1500  ___________________________________________________________________
 KZ1500  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KZ1500  DYNAMIC HT  -         278.409 (meters)     913.41  (feet)  COMP
 KZ1500  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 KZ1500
 KZ1500  VERT ORDER  -  SECOND    CLASS 0
 KZ1500
 KZ1500.The horizontal coordinates were scaled from a topographic map and have
 KZ1500.an estimated accuracy of +/- 6 seconds.
 KZ1500
 KZ1500.The orthometric height was determined by differential leveling
 KZ1500.and adjusted by the National Geodetic Survey in June 1991..
 KZ1500
 KZ1500.The geoid height was determined by GEOID03.
 KZ1500
 KZ1500.The dynamic height is computed by dividing the NAVD 88
 KZ1500.geopotential number by the normal gravity value computed on the
 KZ1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1500.degrees latitude (g = 980.6199 gals.).
 KZ1500
 KZ1500.The modeled gravity was interpolated from observed gravity values.
 KZ1500
 KZ1500;                    North         East    Units  Estimated Accuracy
 KZ1500;SPC OH N     -   110,350.      541,510.      MT  (+/- 180 meters Scaled)
 KZ1500
 KZ1500                          SUPERSEDED SURVEY CONTROL
 KZ1500
 KZ1500  NGVD 29 (??/??/92)  278.688  (m)          914.33   (f) ADJ UNCH    2 0
 KZ1500
 KZ1500.Superseded values are not recommended for survey control.
 KZ1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1500.See file dsdata.txt to determine how the superseded data were derived.
 KZ1500
 KZ1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF147031(NAD 83)
 KZ1500_MARKER: DB = BENCH MARK DISK
 KZ1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1500_STAMPING: E 23 1934
 KZ1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1500+STABILITY: SURFACE MOTION
 KZ1500
 KZ1500  HISTORY     - Date     Condition        Report By
 KZ1500  HISTORY     - 1934     MONUMENTED       CGS
 KZ1500  HISTORY     - 1936     GOOD             NGS
 KZ1500
 KZ1500                          STATION DESCRIPTION
 KZ1500
 KZ1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1500'2.2 MI S FROM MORRAL.
 KZ1500'2.2 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 KZ1500'STATION AT MORRAL, MARION COUNTY, 102 FEET SOUTHEAST OF THE
 KZ1500'CENTER OF A GRAVEL-ROAD CROSSING, 64 FEET SOUTH OF THE
 KZ1500'CENTERLINE OF THE ROAD, 43 FEET EAST OF THE EAST RAIL, 5 FEET
 KZ1500'WEST OF THE FENCE, AND ABOUT 8 FEET LOWER THAN THE TRACK.  A
 KZ1500'STANDARD DISK, STAMPED E 23 1934 AND SET IN THE TOP OF A CONCRETE
 KZ1500'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1352 ***********************************************************************
 JX1352  DESIGNATION -  E 231
 JX1352  PID         -  JX1352
 JX1352  STATE/COUNTY-  OH/ATHENS
 JX1352  USGS QUAD   -  COOLVILLE (1994)
 JX1352
 JX1352                         *CURRENT SURVEY CONTROL
 JX1352  ___________________________________________________________________
 JX1352* NAD 83(1986)-  39 13 27.     (N)    081 52 15.     (W)     SCALED    
 JX1352* NAVD 88     -       238.636  (meters)     782.92   (feet)  ADJUSTED  
 JX1352  ___________________________________________________________________
 JX1352  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JX1352  DYNAMIC HT  -         238.486 (meters)     782.43  (feet)  COMP
 JX1352  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 JX1352
 JX1352  VERT ORDER  -  SECOND    CLASS 0
 JX1352
 JX1352.The horizontal coordinates were scaled from a topographic map and have
 JX1352.an estimated accuracy of +/- 6 seconds.
 JX1352
 JX1352.The orthometric height was determined by differential leveling
 JX1352.and adjusted by the National Geodetic Survey in June 1991..
 JX1352
 JX1352.The geoid height was determined by GEOID03.
 JX1352
 JX1352.The dynamic height is computed by dividing the NAVD 88
 JX1352.geopotential number by the normal gravity value computed on the
 JX1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1352.degrees latitude (g = 980.6199 gals.).
 JX1352
 JX1352.The modeled gravity was interpolated from observed gravity values.
 JX1352
 JX1352;                    North         East    Units  Estimated Accuracy
 JX1352;SPC OH S     -   136,090.      654,330.      MT  (+/- 180 meters Scaled)
 JX1352
 JX1352                          SUPERSEDED SURVEY CONTROL
 JX1352
 JX1352  NGVD 29 (??/??/92)  238.811  (m)          783.50   (f) ADJ UNCH    2 0
 JX1352
 JX1352.Superseded values are not recommended for survey control.
 JX1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1352.See file dsdata.txt to determine how the superseded data were derived.
 JX1352
 JX1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD248420(NAD 83)
 JX1352_MARKER: DB = BENCH MARK DISK
 JX1352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1352_SP_SET: CULVERT
 JX1352_STAMPING: E 231 1958
 JX1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1352
 JX1352  HISTORY     - Date     Condition        Report By
 JX1352  HISTORY     - 1958     MONUMENTED       CGS
 JX1352  HISTORY     - 1988     GOOD             USPSQD
 JX1352  HISTORY     - 19980902 GOOD             USPSQD
 JX1352
 JX1352                          STATION DESCRIPTION
 JX1352
 JX1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1352'6 MI SE FROM GUYSVILLE.
 JX1352'ABOUT 6.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE OVERPASS
 JX1352'OVER THE BALTIMORE AND OHIO RAILROAD AT GUYSVILLE, 22 FEET
 JX1352'NORTHEAST OF CENTER LINE OF HIGHWAY, 36 FEET SOUTH OF CENTER LINE
 JX1352'OF GRAVEL ROAD LEADING EAST AND UPHILL, IN TOP OF CENTER OF SOUTH
 JX1352'CONCRETE HEAD WALL FOR A 12-INCH PIPE CULVERT UNDER ROAD EAST,
 JX1352'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JX1352
 JX1352                          STATION RECOVERY (1988)
 JX1352
 JX1352'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1352'RECOVERED IN GOOD CONDITION.
 JX1352
 JX1352                          STATION RECOVERY (1998)
 JX1352
 JX1352'RECOVERY NOTE BY US POWER SQUADRON 1998
 JX1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0239 ***********************************************************************
 JY0239  DESIGNATION -  E 232
 JY0239  PID         -  JY0239
 JY0239  STATE/COUNTY-  OH/MEIGS
 JY0239  USGS QUAD   -  SHADE (1992)
 JY0239
 JY0239                         *CURRENT SURVEY CONTROL
 JY0239  ___________________________________________________________________
 JY0239* NAD 83(1986)-  39 08 10.     (N)    082 00 44.     (W)     SCALED    
 JY0239* NAVD 88     -       205.199  (meters)     673.22   (feet)  ADJUSTED  
 JY0239  ___________________________________________________________________
 JY0239  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY0239  DYNAMIC HT  -         205.071 (meters)     672.80  (feet)  COMP
 JY0239  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 JY0239
 JY0239  VERT ORDER  -  SECOND    CLASS 0
 JY0239
 JY0239.The horizontal coordinates were scaled from a topographic map and have
 JY0239.an estimated accuracy of +/- 6 seconds.
 JY0239
 JY0239.The orthometric height was determined by differential leveling
 JY0239.and adjusted by the National Geodetic Survey in June 1991..
 JY0239
 JY0239.The geoid height was determined by GEOID03.
 JY0239
 JY0239.The dynamic height is computed by dividing the NAVD 88
 JY0239.geopotential number by the normal gravity value computed on the
 JY0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0239.degrees latitude (g = 980.6199 gals.).
 JY0239
 JY0239.The modeled gravity was interpolated from observed gravity values.
 JY0239
 JY0239;                    North         East    Units  Estimated Accuracy
 JY0239;SPC OH S     -   126,240.      642,170.      MT  (+/- 180 meters Scaled)
 JY0239
 JY0239                          SUPERSEDED SURVEY CONTROL
 JY0239
 JY0239  NGVD 29 (??/??/92)  205.390  (m)          673.85   (f) ADJ UNCH    2 0
 JY0239
 JY0239.Superseded values are not recommended for survey control.
 JY0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0239.See file dsdata.txt to determine how the superseded data were derived.
 JY0239
 JY0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD125323(NAD 83)
 JY0239_MARKER: DB = BENCH MARK DISK
 JY0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0239_SP_SET: CULVERT
 JY0239_STAMPING: E 232 1958
 JY0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0239
 JY0239  HISTORY     - Date     Condition        Report By
 JY0239  HISTORY     - 1958     MONUMENTED       CGS
 JY0239
 JY0239                          STATION DESCRIPTION
 JY0239
 JY0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0239'1.2 MI SE FROM DARWIN.
 JY0239'ABOUT 1.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE
 JY0239'JUNCTION OF STATE HIGHWAY 680 AT DARWIN, 0.4 MILE EAST-SOUTHEAST
 JY0239'OF TOP OF GRADE AND JUNCTION OF DRIVE NORTH TO SCHOOL, 45 YARDS
 JY0239'WEST OF A FARM HOUSE NORTH OF THE HIGHWAY, 19 FEET NORTH-NORTHEAST
 JY0239'OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE WEST END OF
 JY0239'THE NORTH CONCRETE HEAD WALL OF A 4-FOOT CONCRETE CULVERT UNDER
 JY0239'THE HIGHWAY FOR A SMALL CREEK BRANCH, AND ABOUT LEVEL WITH THE
 JY0239'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0258 ***********************************************************************
 JY0258  DESIGNATION -  E 233
 JY0258  PID         -  JY0258
 JY0258  STATE/COUNTY-  OH/ATHENS
 JY0258  USGS QUAD   -  THE PLAINS (1995)
 JY0258
 JY0258                         *CURRENT SURVEY CONTROL
 JY0258  ___________________________________________________________________
 JY0258* NAD 83(1986)-  39 16 01.     (N)    082 08 30.     (W)     SCALED    
 JY0258* NAVD 88     -       206.279  (meters)     676.77   (feet)  ADJUSTED  
 JY0258  ___________________________________________________________________
 JY0258  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JY0258  DYNAMIC HT  -         206.152 (meters)     676.35  (feet)  COMP
 JY0258  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 JY0258
 JY0258  VERT ORDER  -  SECOND    CLASS 0
 JY0258
 JY0258.The horizontal coordinates were scaled from a topographic map and have
 JY0258.an estimated accuracy of +/- 6 seconds.
 JY0258
 JY0258.The orthometric height was determined by differential leveling
 JY0258.and adjusted by the National Geodetic Survey in June 1991..
 JY0258
 JY0258.The geoid height was determined by GEOID03.
 JY0258
 JY0258.The dynamic height is computed by dividing the NAVD 88
 JY0258.geopotential number by the normal gravity value computed on the
 JY0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0258.degrees latitude (g = 980.6199 gals.).
 JY0258
 JY0258.The modeled gravity was interpolated from observed gravity values.
 JY0258
 JY0258;                    North         East    Units  Estimated Accuracy
 JY0258;SPC OH S     -   140,710.      630,920.      MT  (+/- 180 meters Scaled)
 JY0258
 JY0258                          SUPERSEDED SURVEY CONTROL
 JY0258
 JY0258  NGVD 29 (??/??/92)  206.455  (m)          677.34   (f) ADJ UNCH    2 0
 JY0258
 JY0258.Superseded values are not recommended for survey control.
 JY0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0258.See file dsdata.txt to determine how the superseded data were derived.
 JY0258
 JY0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD015470(NAD 83)
 JY0258_MARKER: DB = BENCH MARK DISK
 JY0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0258_SP_SET: CULVERT
 JY0258_STAMPING: E 233 1958
 JY0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0258
 JY0258  HISTORY     - Date     Condition        Report By
 JY0258  HISTORY     - 1958     MONUMENTED       CGS
 JY0258
 JY0258                          STATION DESCRIPTION
 JY0258
 JY0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0258'1 MI SE FROM FISHER.
 JY0258'ABOUT 1.0 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 JY0258'OF OLD U.S. HIGHWAY 50 AND BRIDGE OVER MARGARET CREEK AT FISHER,
 JY0258'ABOUT 60 YARDS SOUTH OF A RED BARN WITH SILO, IN THE TOP OF
 JY0258'SOUTH WING WALL OF A 7-FOOT CONCRETE BOX CULVERT, 18 FEET SOUTHWEST
 JY0258'OF CENTER LINE OF ROAD AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1298 ***********************************************************************
 JX1298  DESIGNATION -  E 234
 JX1298  PID         -  JX1298
 JX1298  STATE/COUNTY-  OH/MEIGS
 JX1298  USGS QUAD   -  PORTLAND (1994)
 JX1298
 JX1298                         *CURRENT SURVEY CONTROL
 JX1298  ___________________________________________________________________
 JX1298* NAD 83(1986)-  39 06 28.     (N)    081 48 49.     (W)     SCALED    
 JX1298* NAVD 88     -       232.264  (meters)     762.02   (feet)  ADJUSTED  
 JX1298  ___________________________________________________________________
 JX1298  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX1298  DYNAMIC HT  -         232.115 (meters)     761.53  (feet)  COMP
 JX1298  MODELED GRAV-     979,982.5   (mgal)                       NAVD 88
 JX1298
 JX1298  VERT ORDER  -  SECOND    CLASS 0
 JX1298
 JX1298.The horizontal coordinates were scaled from a topographic map and have
 JX1298.an estimated accuracy of +/- 6 seconds.
 JX1298
 JX1298.The orthometric height was determined by differential leveling
 JX1298.and adjusted by the National Geodetic Survey in June 1991..
 JX1298
 JX1298.The geoid height was determined by GEOID03.
 JX1298
 JX1298.The dynamic height is computed by dividing the NAVD 88
 JX1298.geopotential number by the normal gravity value computed on the
 JX1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1298.degrees latitude (g = 980.6199 gals.).
 JX1298
 JX1298.The modeled gravity was interpolated from observed gravity values.
 JX1298
 JX1298;                    North         East    Units  Estimated Accuracy
 JX1298;SPC OH S     -   123,200.      659,370.      MT  (+/- 180 meters Scaled)
 JX1298
 JX1298                          SUPERSEDED SURVEY CONTROL
 JX1298
 JX1298  NGVD 29 (??/??/92)  232.446  (m)          762.62   (f) ADJ UNCH    2 0
 JX1298
 JX1298.Superseded values are not recommended for survey control.
 JX1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1298.See file dsdata.txt to determine how the superseded data were derived.
 JX1298
 JX1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD296290(NAD 83)
 JX1298_MARKER: DB = BENCH MARK DISK
 JX1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1298_STAMPING: E 234 1958
 JX1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1298+STABILITY: SURFACE MOTION
 JX1298
 JX1298  HISTORY     - Date     Condition        Report By
 JX1298  HISTORY     - 1958     MONUMENTED       CGS
 JX1298  HISTORY     - 1976     GOOD             NGS
 JX1298
 JX1298                          STATION DESCRIPTION
 JX1298
 JX1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1298'2.5 MI N FROM LONG BOTTOM.
 JX1298'ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 124 FROM THE POST
 JX1298'OFFICE AT LONG BOTTOM, THENCE ABOUT 2.2 MILES NORTH AND NORTHWEST
 JX1298'ALONG STATE HIGHWAY 248, AT THE JUNCTION OF A GRAVEL ROAD NORTH,
 JX1298'42 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY, 29 FEET WEST OF
 JX1298'CENTER LINE OF ROAD NORTH, 56 FEET SOUTHEAST OF SOUTHEAST CORNER
 JX1298'OF OUR LADY OF LORETTO CHURCH BUILDING, 13 FEET SOUTHEAST OF A
 JX1298'14-INCH CEDAR TREE, 24 FEET NORTH OF NORTH END OF AN 18-INCH
 JX1298'PIPE CULVERT UNDER HIGHWAY, 1 FOOT WEST OF SOUTHWEST CORNER OF A
 JX1298'CONCRETE WALK TO CHURCH, ABOUT LEVEL WITH WALK, ABOUT 2 FEET
 JX1298'ABOVE LEVEL OF GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX1298'PROJECTING 2 INCHES.
 JX1298
 JX1298                          STATION RECOVERY (1976)
 JX1298
 JX1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1094 ***********************************************************************
 JX1094  DESIGNATION -  E 235 RESET
 JX1094  PID         -  JX1094
 JX1094  STATE/COUNTY-  OH/WASHINGTON
 JX1094  USGS QUAD   -  PARKERSBURG (1994)
 JX1094
 JX1094                         *CURRENT SURVEY CONTROL
 JX1094  ___________________________________________________________________
 JX1094* NAD 83(1986)-  39 18 37.     (N)    081 33 58.     (W)     SCALED    
 JX1094* NAVD 88     -       186.56   (+/-2cm)     612.1    (feet)  VERTCON   
 JX1094  ___________________________________________________________________
 JX1094  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1094
 JX1094  VERT ORDER  -  THIRD (See Below)
 JX1094
 JX1094.The horizontal coordinates were scaled from a topographic map and have
 JX1094.an estimated accuracy of +/- 6 seconds.
 JX1094
 JX1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1094.The vertical order pertains to the NGVD 29 superseded value.
 JX1094
 JX1094.The geoid height was determined by GEOID03.
 JX1094
 JX1094;                    North         East    Units  Estimated Accuracy
 JX1094;SPC OH S     -   145,870.      680,540.      MT  (+/- 180 meters Scaled)
 JX1094
 JX1094                          SUPERSEDED SURVEY CONTROL
 JX1094
 JX1094  NGVD 29 (10/13/05)  186.75   (m)          612.7    (f) RESET       3  
 JX1094
 JX1094.Superseded values are not recommended for survey control.
 JX1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1094.See file dsdata.txt to determine how the superseded data were derived.
 JX1094
 JX1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD511513(NAD 83)
 JX1094_MARKER: DB = BENCH MARK DISK
 JX1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1094_STAMPING: E 235 RESET 1965
 JX1094_MARK LOGO: CGS   
 JX1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1094+STABILITY: SURFACE MOTION
 JX1094
 JX1094  HISTORY     - Date     Condition        Report By
 JX1094  HISTORY     - 1965     MONUMENTED       CGS
 JX1094
 JX1094                          STATION DESCRIPTION
 JX1094
 JX1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JX1094'2.4 MI N FROM BELPRE.
 JX1094'ABOUT 2 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1094'THE STATION IN BELPRE, 0.2 MILE SOUTH OF MILEPOST M 10 AND 0.1
 JX1094'MILE SOUTH OF THE SOUTH END OF A RAILROAD BRIDE OVER CROOKED
 JX1094'CREEK.  MARK IS 21.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD,
 JX1094'18 FEET SOUTH OF TELEPHONE POLE NO. 376, 3 FEET EAST OF THE
 JX1094'RIGHT-OF-WAY FENCE, AND 1.4 FEET SOUTHEAST OF A METAL WITNESS
 JX1094'POST AND SIGN.  A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 JX1094'SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS
 JX1094'STAMPED E 235 RESET 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0832 ***********************************************************************
 JX0832  DESIGNATION -  E 236
 JX0832  PID         -  JX0832
 JX0832  STATE/COUNTY-  OH/WASHINGTON
 JX0832  USGS QUAD   -  MARIETTA (1994)
 JX0832
 JX0832                         *CURRENT SURVEY CONTROL
 JX0832  ___________________________________________________________________
 JX0832* NAD 83(1986)-  39 29 31.     (N)    081 28 45.     (W)     SCALED    
 JX0832* NAVD 88     -       191.515  (meters)     628.33   (feet)  ADJUSTED  
 JX0832  ___________________________________________________________________
 JX0832  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX0832  DYNAMIC HT  -         191.401 (meters)     627.95  (feet)  COMP
 JX0832  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 JX0832
 JX0832  VERT ORDER  -  FIRST     CLASS II
 JX0832
 JX0832.The horizontal coordinates were scaled from a topographic map and have
 JX0832.an estimated accuracy of +/- 6 seconds.
 JX0832
 JX0832.The orthometric height was determined by differential leveling
 JX0832.and adjusted by the National Geodetic Survey in June 1991..
 JX0832
 JX0832.The geoid height was determined by GEOID03.
 JX0832
 JX0832.The dynamic height is computed by dividing the NAVD 88
 JX0832.geopotential number by the normal gravity value computed on the
 JX0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0832.degrees latitude (g = 980.6199 gals.).
 JX0832
 JX0832.The modeled gravity was interpolated from observed gravity values.
 JX0832
 JX0832;                    North         East    Units  Estimated Accuracy
 JX0832;SPC OH S     -   166,120.      687,810.      MT  (+/- 180 meters Scaled)
 JX0832
 JX0832                          SUPERSEDED SURVEY CONTROL
 JX0832
 JX0832  NGVD 29 (??/??/92)  191.693  (m)          628.91   (f) ADJ UNCH    1 2
 JX0832
 JX0832.Superseded values are not recommended for survey control.
 JX0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0832.See file dsdata.txt to determine how the superseded data were derived.
 JX0832
 JX0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD587714(NAD 83)
 JX0832_MARKER: DB = BENCH MARK DISK
 JX0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0832_STAMPING: E 236 1959
 JX0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0832+STABILITY: SURFACE MOTION
 JX0832
 JX0832  HISTORY     - Date     Condition        Report By
 JX0832  HISTORY     - 1959     MONUMENTED       CGS
 JX0832
 JX0832                          STATION DESCRIPTION
 JX0832
 JX0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX0832'4.6 MI SE FROM LOWELL.
 JX0832'ABOUT 4.55 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0832'FROM THE STATION AT LOWELL, ABOUT 3 RAILS SOUTHEAST OF MILEPOLE
 JX0832'63-17, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING
 JX0832'EAST-NORTHEAST AND NORTHWEST, AT A PRIVATE ROAD CROSSING LEADING
 JX0832'EAST TO A LARGE TWO STORY WHITE PAINTED HOUSE THAT SETS ON TOP
 JX0832'OF A HIGH BANK, 13 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JX0832'43 FEET NORTHEAST OF THE CENTER LINE OF PRIVATE ROAD, 109 FEET
 JX0832'NORTHWEST OF THE CENTER LINE OF THE CROSSING, ABOUT 50 YARDS
 JX0832'EAST OF THE JUNCTION OF ROAD 32 AND A PRIVATE ROAD LEADING
 JX0832'SOUTHEAST, 2 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT
 JX0832'3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 JX0832'POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1535 ***********************************************************************
 JX1535  DESIGNATION -  E 237
 JX1535  PID         -  JX1535
 JX1535  STATE/COUNTY-  OH/WASHINGTON
 JX1535  USGS QUAD   -  BEVERLY (1994)
 JX1535
 JX1535                         *CURRENT SURVEY CONTROL
 JX1535  ___________________________________________________________________
 JX1535* NAD 83(1986)-  39 34 24.     (N)    081 42 53.     (W)     SCALED    
 JX1535* NAVD 88     -       199.792  (meters)     655.48   (feet)  ADJUSTED  
 JX1535  ___________________________________________________________________
 JX1535  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX1535  DYNAMIC HT  -         199.672 (meters)     655.09  (feet)  COMP
 JX1535  MODELED GRAV-     980,022.5   (mgal)                       NAVD 88
 JX1535
 JX1535  VERT ORDER  -  FIRST     CLASS II
 JX1535
 JX1535.The horizontal coordinates were scaled from a topographic map and have
 JX1535.an estimated accuracy of +/- 6 seconds.
 JX1535
 JX1535.The orthometric height was determined by differential leveling
 JX1535.and adjusted by the National Geodetic Survey in June 1991..
 JX1535
 JX1535.The geoid height was determined by GEOID03.
 JX1535
 JX1535.The dynamic height is computed by dividing the NAVD 88
 JX1535.geopotential number by the normal gravity value computed on the
 JX1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1535.degrees latitude (g = 980.6199 gals.).
 JX1535
 JX1535.The modeled gravity was interpolated from observed gravity values.
 JX1535
 JX1535;                    North         East    Units  Estimated Accuracy
 JX1535;SPC OH S     -   174,960.      667,470.      MT  (+/- 180 meters Scaled)
 JX1535
 JX1535                          SUPERSEDED SURVEY CONTROL
 JX1535
 JX1535  NGVD 29 (??/??/92)  199.980  (m)          656.10   (f) ADJ UNCH    1 2
 JX1535
 JX1535.Superseded values are not recommended for survey control.
 JX1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1535.See file dsdata.txt to determine how the superseded data were derived.
 JX1535
 JX1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD386806(NAD 83)
 JX1535_MARKER: DB = BENCH MARK DISK
 JX1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1535_STAMPING: E 237 1959
 JX1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1535+STABILITY: SURFACE MOTION
 JX1535
 JX1535  HISTORY     - Date     Condition        Report By
 JX1535  HISTORY     - 1959     MONUMENTED       CGS
 JX1535
 JX1535                          STATION DESCRIPTION
 JX1535
 JX1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1535'6.7 MI NW FROM WATERFORD.
 JX1535'ABOUT 6.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1535'FROM THE STATION AT WATERFORD, AT MILEPOLE 43-03, BETWEEN THE
 JX1535'TRACK AND WASHINGTON COUNTY ROAD NO. 32, 30 1/2 FEET SOUTHEAST
 JX1535'OF THE SOUTHEAST RAIL, 22 FEET NORTHWEST OF THE CENTER LINE OF
 JX1535'THE ROAD, 52 1/2 FEET SOUTH-SOUTHEAST OF AND ACROSS THE TRACK
 JX1535'FROM THE MILEPOLE, 5 FEET WEST OF A 10-INCH HEDGE TREE SERVING
 JX1535'AS A FENCE CORNER POST, 2 FEET SOUTHWEST OF A FENCE LINE, 2
 JX1535'FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT 8 FEET ABOVE THE
 JX1535'LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST
 JX1535'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0132 ***********************************************************************
 MC0132  DESIGNATION -  E 238
 MC0132  PID         -  MC0132
 MC0132  STATE/COUNTY-  OH/MEDINA
 MC0132  USGS QUAD   -  SULLIVAN (1973)
 MC0132
 MC0132                         *CURRENT SURVEY CONTROL
 MC0132  ___________________________________________________________________
 MC0132* NAD 83(1986)-  41 01 47.     (N)    082 07 36.     (W)     SCALED    
 MC0132* NAVD 88     -       329.025  (meters)    1079.48   (feet)  ADJUSTED  
 MC0132  ___________________________________________________________________
 MC0132  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MC0132  DYNAMIC HT  -         328.881 (meters)    1079.00  (feet)  COMP
 MC0132  MODELED GRAV-     980,176.7   (mgal)                       NAVD 88
 MC0132
 MC0132  VERT ORDER  -  SECOND    CLASS 0
 MC0132
 MC0132.The horizontal coordinates were scaled from a topographic map and have
 MC0132.an estimated accuracy of +/- 6 seconds.
 MC0132
 MC0132.The orthometric height was determined by differential leveling
 MC0132.and adjusted by the National Geodetic Survey in June 1991..
 MC0132
 MC0132.The geoid height was determined by GEOID03.
 MC0132
 MC0132.The dynamic height is computed by dividing the NAVD 88
 MC0132.geopotential number by the normal gravity value computed on the
 MC0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0132.degrees latitude (g = 980.6199 gals.).
 MC0132
 MC0132.The modeled gravity was interpolated from observed gravity values.
 MC0132
 MC0132;                    North         East    Units  Estimated Accuracy
 MC0132;SPC OH N     -   151,430.      631,390.      MT  (+/- 180 meters Scaled)
 MC0132
 MC0132                          SUPERSEDED SURVEY CONTROL
 MC0132
 MC0132  NGVD 29 (??/??/92)  329.222  (m)         1080.12   (f) ADJ UNCH    2 0
 MC0132
 MC0132.Superseded values are not recommended for survey control.
 MC0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0132.See file dsdata.txt to determine how the superseded data were derived.
 MC0132
 MC0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF052426(NAD 83)
 MC0132_MARKER: DB = BENCH MARK DISK
 MC0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0132_SP_SET: WALL WATER TABLE
 MC0132_STAMPING: E 238 1959
 MC0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0132
 MC0132  HISTORY     - Date     Condition        Report By
 MC0132  HISTORY     - 1959     MONUMENTED       CGS
 MC0132  HISTORY     - 1987     GOOD             OHDT
 MC0132
 MC0132                          STATION DESCRIPTION
 MC0132
 MC0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MC0132'AT HOMERVILLE.
 MC0132'AT HOMERVILLE, ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 301 FROM
 MC0132'THE INTERSECTION OF U.S. HIGHWAY 224, AT THE NORTH EDGE OF TOWN,
 MC0132'120 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY
 MC0132'IN THE CONCRETE WATER TABLE IN THE EAST WALL JUST SOUTH OF THE
 MC0132'SOUTH SIDE OF THE NORTH MAIN ENTRANCE TO HOMER SCHOOL, 3 FEET
 MC0132'SOUTH OF THE SOUTH EDGE OF THE WALL TO PORCH OVER THE NORTH MAIN
 MC0132'ENTRANCE, AND 2 1/2 FEET ABOVE THE GROUND.
 MC0132
 MC0132                          STATION RECOVERY (1987)
 MC0132
 MC0132'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0066 ***********************************************************************
 KZ0066  DESIGNATION -  E 239
 KZ0066  PID         -  KZ0066
 KZ0066  STATE/COUNTY-  OH/WAYNE
 KZ0066  USGS QUAD   -  NEW PITTSBURG (1978)
 KZ0066
 KZ0066                         *CURRENT SURVEY CONTROL
 KZ0066  ___________________________________________________________________
 KZ0066* NAD 83(1986)-  40 48 31.     (N)    082 06 42.     (W)     SCALED    
 KZ0066* NAVD 88     -       299.730  (meters)     983.36   (feet)  ADJUSTED  
 KZ0066  ___________________________________________________________________
 KZ0066  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KZ0066  DYNAMIC HT  -         299.593 (meters)     982.91  (feet)  COMP
 KZ0066  MODELED GRAV-     980,160.4   (mgal)                       NAVD 88
 KZ0066
 KZ0066  VERT ORDER  -  SECOND    CLASS 0
 KZ0066
 KZ0066.The horizontal coordinates were scaled from a topographic map and have
 KZ0066.an estimated accuracy of +/- 6 seconds.
 KZ0066
 KZ0066.The orthometric height was determined by differential leveling
 KZ0066.and adjusted by the National Geodetic Survey in June 1991..
 KZ0066
 KZ0066.The geoid height was determined by GEOID03.
 KZ0066
 KZ0066.The dynamic height is computed by dividing the NAVD 88
 KZ0066.geopotential number by the normal gravity value computed on the
 KZ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0066.degrees latitude (g = 980.6199 gals.).
 KZ0066
 KZ0066.The modeled gravity was interpolated from observed gravity values.
 KZ0066
 KZ0066;                    North         East    Units  Estimated Accuracy
 KZ0066;SPC OH N     -   126,880.      632,770.      MT  (+/- 180 meters Scaled)
 KZ0066
 KZ0066                          SUPERSEDED SURVEY CONTROL
 KZ0066
 KZ0066  NGVD 29 (??/??/92)  299.924  (m)          984.00   (f) ADJ UNCH    2 0
 KZ0066
 KZ0066.Superseded values are not recommended for survey control.
 KZ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0066.See file dsdata.txt to determine how the superseded data were derived.
 KZ0066
 KZ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF062181(NAD 83)
 KZ0066_MARKER: DB = BENCH MARK DISK
 KZ0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0066_SP_SET: CULVERT
 KZ0066_STAMPING: E 239 1959
 KZ0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0066
 KZ0066  HISTORY     - Date     Condition        Report By
 KZ0066  HISTORY     - 1959     MONUMENTED       CGS
 KZ0066  HISTORY     - 1970     GOOD             NGS
 KZ0066  HISTORY     - 1987     GOOD             OHDT
 KZ0066
 KZ0066                          STATION DESCRIPTION
 KZ0066
 KZ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0066'0.4 MI W FROM REEDSBURG.
 KZ0066'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 30 FROM GRACE CHURCH
 KZ0066'AT REEDSBURG, 0.1 MILE EAST OF A 25-FOOT CONCRETE BRIDGE OVER
 KZ0066'A SMALL STREAM, IN THE TOP OF THE WEST END OF NORTH HEAD WALL
 KZ0066'OF A 5-FOOT CONCRETE BOX CULVERT, 17 1/2 FEET NORTH OF CENTER
 KZ0066'LINE OF HIGHWAY, 1/2 FOOT EAST OF WEST END OF HEAD WALL AND
 KZ0066'ABOUT LEVEL WITH HIGHWAY.
 KZ0066
 KZ0066                          STATION RECOVERY (1970)
 KZ0066
 KZ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0066'RECOVERED IN GOOD CONDITION.
 KZ0066
 KZ0066                          STATION RECOVERY (1987)
 KZ0066
 KZ0066'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0098 ***********************************************************************
 KZ0098  DESIGNATION -  E 240
 KZ0098  PID         -  KZ0098
 KZ0098  STATE/COUNTY-  OH/ASHLAND
 KZ0098  USGS QUAD   -  POLK (1981)
 KZ0098
 KZ0098                         *CURRENT SURVEY CONTROL
 KZ0098  ___________________________________________________________________
 KZ0098* NAD 83(1986)-  40 58 26.     (N)    082 12 30.     (W)     SCALED    
 KZ0098* NAVD 88     -       377.483  (meters)    1238.46   (feet)  ADJUSTED  
 KZ0098  ___________________________________________________________________
 KZ0098  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KZ0098  DYNAMIC HT  -         377.316 (meters)    1237.91  (feet)  COMP
 KZ0098  MODELED GRAV-     980,170.3   (mgal)                       NAVD 88
 KZ0098
 KZ0098  VERT ORDER  -  SECOND    CLASS 0
 KZ0098
 KZ0098.The horizontal coordinates were scaled from a topographic map and have
 KZ0098.an estimated accuracy of +/- 6 seconds.
 KZ0098
 KZ0098.The orthometric height was determined by differential leveling
 KZ0098.and adjusted by the National Geodetic Survey in June 1991..
 KZ0098
 KZ0098.The geoid height was determined by GEOID03.
 KZ0098
 KZ0098.The dynamic height is computed by dividing the NAVD 88
 KZ0098.geopotential number by the normal gravity value computed on the
 KZ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0098.degrees latitude (g = 980.6199 gals.).
 KZ0098
 KZ0098.The modeled gravity was interpolated from observed gravity values.
 KZ0098
 KZ0098;                    North         East    Units  Estimated Accuracy
 KZ0098;SPC OH N     -   145,200.      624,550.      MT  (+/- 180 meters Scaled)
 KZ0098
 KZ0098                          SUPERSEDED SURVEY CONTROL
 KZ0098
 KZ0098  NGVD 29 (??/??/92)  377.663  (m)         1239.05   (f) ADJ UNCH    2 0
 KZ0098
 KZ0098.Superseded values are not recommended for survey control.
 KZ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0098.See file dsdata.txt to determine how the superseded data were derived.
 KZ0098
 KZ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF983365(NAD 83)
 KZ0098_MARKER: DB = BENCH MARK DISK
 KZ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0098_STAMPING: E 240 1959
 KZ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0098+STABILITY: SURFACE MOTION
 KZ0098
 KZ0098  HISTORY     - Date     Condition        Report By
 KZ0098  HISTORY     - 1959     MONUMENTED       CGS
 KZ0098  HISTORY     - 1970     GOOD             NGS
 KZ0098  HISTORY     - 1987     GOOD             OHDT
 KZ0098
 KZ0098                          STATION DESCRIPTION
 KZ0098
 KZ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0098'2.4 MI W FROM ALBION.
 KZ0098'ABOUT 2.4 MILES WEST ALONG COUNTY ROAD 9 FROM THE INTERSECTION
 KZ0098'OF COUNTY ROAD 132 AT ALBION, 0.4 MILE EAST OF THE INTERSECTION
 KZ0098'OF STATE HIGHWAY 89, AT THE SOUTHWEST CORNER OF A CULTIVATED
 KZ0098'FIELD, 26 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 68
 KZ0098'FEET NORTHEAST OF THE NORTH END OF A 24-INCH PIPE CULVERT,
 KZ0098'21 1/2 FEET WEST OF A 30- INCH ELM TREE, 5 FEET SOUTH OF A 10-INCH
 KZ0098'MULBERRY TREE, 44 FEET EAST OF TELEPHONE POLE 10, 2 FEET SOUTHWEST
 KZ0098'OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KZ0098'ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0098
 KZ0098                          STATION RECOVERY (1970)
 KZ0098
 KZ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0098'RECOVERED IN GOOD CONDITION.
 KZ0098
 KZ0098                          STATION RECOVERY (1987)
 KZ0098
 KZ0098'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0208 ***********************************************************************
 KZ0208  DESIGNATION -  E 241
 KZ0208  PID         -  KZ0208
 KZ0208  STATE/COUNTY-  OH/WAYNE
 KZ0208  USGS QUAD   -  WEST SALEM (1981)
 KZ0208
 KZ0208                         *CURRENT SURVEY CONTROL
 KZ0208  ___________________________________________________________________
 KZ0208* NAD 83(1986)-  40 55 32.     (N)    082 03 21.     (W)     SCALED    
 KZ0208* NAVD 88     -       358.707  (meters)    1176.86   (feet)  ADJUSTED  
 KZ0208  ___________________________________________________________________
 KZ0208  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KZ0208  DYNAMIC HT  -         358.549 (meters)    1176.34  (feet)  COMP
 KZ0208  MODELED GRAV-     980,174.3   (mgal)                       NAVD 88
 KZ0208
 KZ0208  VERT ORDER  -  SECOND    CLASS 0
 KZ0208
 KZ0208.The horizontal coordinates were scaled from a topographic map and have
 KZ0208.an estimated accuracy of +/- 6 seconds.
 KZ0208
 KZ0208.The orthometric height was determined by differential leveling
 KZ0208.and adjusted by the National Geodetic Survey in June 1991..
 KZ0208
 KZ0208.The geoid height was determined by GEOID03.
 KZ0208
 KZ0208.The dynamic height is computed by dividing the NAVD 88
 KZ0208.geopotential number by the normal gravity value computed on the
 KZ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0208.degrees latitude (g = 980.6199 gals.).
 KZ0208
 KZ0208.The modeled gravity was interpolated from observed gravity values.
 KZ0208
 KZ0208;                    North         East    Units  Estimated Accuracy
 KZ0208;SPC OH N     -   139,890.      637,410.      MT  (+/- 180 meters Scaled)
 KZ0208
 KZ0208                          SUPERSEDED SURVEY CONTROL
 KZ0208
 KZ0208  NGVD 29 (??/??/92)  358.910  (m)         1177.52   (f) ADJ UNCH    2 0
 KZ0208
 KZ0208.Superseded values are not recommended for survey control.
 KZ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0208.See file dsdata.txt to determine how the superseded data were derived.
 KZ0208
 KZ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF111310(NAD 83)
 KZ0208_MARKER: DB = BENCH MARK DISK
 KZ0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0208_SP_SET: CULVERT
 KZ0208_STAMPING: E 241 1959
 KZ0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0208
 KZ0208  HISTORY     - Date     Condition        Report By
 KZ0208  HISTORY     - 1959     MONUMENTED       CGS
 KZ0208  HISTORY     - 1987     GOOD             OHDT
 KZ0208
 KZ0208                          STATION DESCRIPTION
 KZ0208
 KZ0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0208'AT CONGRESS.
 KZ0208'AT CONGRESS, ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 604 FROM
 KZ0208'THE EAST JUNCTION OF COUNTY ROAD 503, 0.1 MILE WEST OF THE
 KZ0208'JUNCTION OF A DRIVE LEADING SOUTH TO A SCHOOL, 15 FEET SOUTH
 KZ0208'OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE EAST END OF THE
 KZ0208'SOUTH HEAD WALL TO A 4-FOOT CONCRETE BOX CULVERT, 1 1/2 FEET
 KZ0208'WEST OF THE EAST END OF THE HEAD WALL, AND ABOUT 1 FOOT BELOW
 KZ0208'THE LEVEL OF HIGHWAY.
 KZ0208
 KZ0208                          STATION RECOVERY (1987)
 KZ0208
 KZ0208'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0156 ***********************************************************************
 KZ0156  DESIGNATION -  E 242
 KZ0156  PID         -  KZ0156
 KZ0156  STATE/COUNTY-  OH/ASHLAND
 KZ0156  USGS QUAD   -  POLK (1981)
 KZ0156
 KZ0156                         *CURRENT SURVEY CONTROL
 KZ0156  ___________________________________________________________________
 KZ0156* NAD 83(1986)-  40 58 20.     (N)    082 14 38.     (W)     SCALED    
 KZ0156* NAVD 88     -       351.417  (meters)    1152.94   (feet)  ADJUSTED  
 KZ0156  ___________________________________________________________________
 KZ0156  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KZ0156  DYNAMIC HT  -         351.260 (meters)    1152.43  (feet)  COMP
 KZ0156  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 KZ0156
 KZ0156  VERT ORDER  -  SECOND    CLASS 0
 KZ0156
 KZ0156.The horizontal coordinates were scaled from a topographic map and have
 KZ0156.an estimated accuracy of +/- 6 seconds.
 KZ0156
 KZ0156.The orthometric height was determined by differential leveling
 KZ0156.and adjusted by the National Geodetic Survey in June 1991..
 KZ0156
 KZ0156.The geoid height was determined by GEOID03.
 KZ0156
 KZ0156.The dynamic height is computed by dividing the NAVD 88
 KZ0156.geopotential number by the normal gravity value computed on the
 KZ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0156.degrees latitude (g = 980.6199 gals.).
 KZ0156
 KZ0156.The modeled gravity was interpolated from observed gravity values.
 KZ0156
 KZ0156;                    North         East    Units  Estimated Accuracy
 KZ0156;SPC OH N     -   145,010.      621,560.      MT  (+/- 180 meters Scaled)
 KZ0156
 KZ0156                          SUPERSEDED SURVEY CONTROL
 KZ0156
 KZ0156  NGVD 29 (??/??/92)  351.595  (m)         1153.52   (f) ADJ UNCH    2 0
 KZ0156
 KZ0156.Superseded values are not recommended for survey control.
 KZ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0156.See file dsdata.txt to determine how the superseded data were derived.
 KZ0156
 KZ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF953364(NAD 83)
 KZ0156_MARKER: DB = BENCH MARK DISK
 KZ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0156_STAMPING: E 242 1959
 KZ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0156+STABILITY: SURFACE MOTION
 KZ0156
 KZ0156  HISTORY     - Date     Condition        Report By
 KZ0156  HISTORY     - 1959     MONUMENTED       CGS
 KZ0156  HISTORY     - 1970     GOOD             NGS
 KZ0156  HISTORY     - 1987     GOOD             OHDT
 KZ0156
 KZ0156                          STATION DESCRIPTION
 KZ0156
 KZ0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0156'4.1 MI NE FROM NANKIN.
 KZ0156'ABOUT 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 58 FROM THE
 KZ0156'INTERSECTION OF STATE HIGHWAY 302 AT NANKIN, ABOUT 4.2 MILES
 KZ0156'SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE INTERSECTION OF U.S.
 KZ0156'HIGHWAY 224 AT SULLIVAN, 0.2 MILE SOUTHWEST OF THE INTERSECTION
 KZ0156'OF COUNTY ROAD 9, AT THE Y JUNCTION OF COUNTY ROAD 207 LEADING
 KZ0156'SOUTH, 27 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 KZ0156'35 FEET WEST OF THE CENTER OF THE JUNCTION, 41 FEET NORTHEAST
 KZ0156'OF THE NORTHWEST END OF A 18-INCH PIPE CULVERT, 68 FEET NORTHEAST
 KZ0156'OF POWER LINE POLE 71 DG 28, 2 FEET SOUTHEAST OF A FENCE LINE,
 KZ0156'2 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT 3 FEET BELOW
 KZ0156'THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST
 KZ0156'PROJECTING 5 INCHES.
 KZ0156
 KZ0156                          STATION RECOVERY (1970)
 KZ0156
 KZ0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0156'RECOVERED IN GOOD CONDITION.
 KZ0156
 KZ0156                          STATION RECOVERY (1987)
 KZ0156
 KZ0156'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0251 ***********************************************************************
 KZ0251  DESIGNATION -  E 243
 KZ0251  PID         -  KZ0251
 KZ0251  STATE/COUNTY-  OH/ASHLAND
 KZ0251  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0251
 KZ0251                         *CURRENT SURVEY CONTROL
 KZ0251  ___________________________________________________________________
 KZ0251* NAD 83(1986)-  40 51 29.     (N)    082 08 36.     (W)     SCALED    
 KZ0251* NAVD 88     -       302.168  (meters)     991.36   (feet)  ADJUSTED  
 KZ0251  ___________________________________________________________________
 KZ0251  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KZ0251  DYNAMIC HT  -         302.031 (meters)     990.91  (feet)  COMP
 KZ0251  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 KZ0251
 KZ0251  VERT ORDER  -  SECOND    CLASS 0
 KZ0251
 KZ0251.The horizontal coordinates were scaled from a topographic map and have
 KZ0251.an estimated accuracy of +/- 6 seconds.
 KZ0251
 KZ0251.The orthometric height was determined by differential leveling
 KZ0251.and adjusted by the National Geodetic Survey in June 1991..
 KZ0251
 KZ0251.The geoid height was determined by GEOID03.
 KZ0251
 KZ0251.The dynamic height is computed by dividing the NAVD 88
 KZ0251.geopotential number by the normal gravity value computed on the
 KZ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0251.degrees latitude (g = 980.6199 gals.).
 KZ0251
 KZ0251.The modeled gravity was interpolated from observed gravity values.
 KZ0251
 KZ0251;                    North         East    Units  Estimated Accuracy
 KZ0251;SPC OH N     -   132,360.      630,070.      MT  (+/- 180 meters Scaled)
 KZ0251
 KZ0251                          SUPERSEDED SURVEY CONTROL
 KZ0251
 KZ0251  NGVD 29 (??/??/92)  302.361  (m)          992.00   (f) ADJ UNCH    2 0
 KZ0251
 KZ0251.Superseded values are not recommended for survey control.
 KZ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0251.See file dsdata.txt to determine how the superseded data were derived.
 KZ0251
 KZ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF036236(NAD 83)
 KZ0251_MARKER: DB = BENCH MARK DISK
 KZ0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0251_SP_SET: ABUTMENT
 KZ0251_STAMPING: E 243 1959
 KZ0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0251
 KZ0251  HISTORY     - Date     Condition        Report By
 KZ0251  HISTORY     - 1959     MONUMENTED       CGS
 KZ0251  HISTORY     - 1970     GOOD             NGS
 KZ0251  HISTORY     - 1987     GOOD             OHDT
 KZ0251
 KZ0251                          STATION DESCRIPTION
 KZ0251
 KZ0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0251'0.6 MI E FROM ROWSBURG.
 KZ0251'ABOUT 0.65 MILE EAST ALONG U.S. HIGHWAY 250 FROM THE INTERSECTION
 KZ0251'OF PERRY TWP ROAD 46 AT ROWSBURG, 0.5 MILE EAST OF THE INTERSECTION
 KZ0251'OF COUNTY ROAD 132, 19 FEET NORTH OF THE CENTER LINE OF THE
 KZ0251'HIGHWAY, IN TOP OF THE NORTH END OF THE WEST ABUTMENT TO A 125-FOOT
 KZ0251'BRIDGE OVER MUDDY FORK, 2 1/2 FEET SOUTH OF THE NORTH END
 KZ0251'OF THE ABUTMENT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KZ0251
 KZ0251                          STATION RECOVERY (1970)
 KZ0251
 KZ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0251'RECOVERED IN GOOD CONDITION.
 KZ0251
 KZ0251                          STATION RECOVERY (1987)
 KZ0251
 KZ0251'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0225 ***********************************************************************
 KZ0225  DESIGNATION -  E 244
 KZ0225  PID         -  KZ0225
 KZ0225  STATE/COUNTY-  OH/ASHLAND
 KZ0225  USGS QUAD   -  ASHLAND NORTH (1972)
 KZ0225
 KZ0225                         *CURRENT SURVEY CONTROL
 KZ0225  ___________________________________________________________________
 KZ0225* NAD 83(1986)-  40 52 57.     (N)    082 19 23.     (W)     SCALED    
 KZ0225* NAVD 88     -       327.915  (meters)    1075.83   (feet)  ADJUSTED  
 KZ0225  ___________________________________________________________________
 KZ0225  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KZ0225  DYNAMIC HT  -         327.764 (meters)    1075.34  (feet)  COMP
 KZ0225  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 KZ0225
 KZ0225  VERT ORDER  -  SECOND    CLASS 0
 KZ0225
 KZ0225.The horizontal coordinates were scaled from a topographic map and have
 KZ0225.an estimated accuracy of +/- 6 seconds.
 KZ0225
 KZ0225.The orthometric height was determined by differential leveling
 KZ0225.and adjusted by the National Geodetic Survey in June 1991..
 KZ0225
 KZ0225.The geoid height was determined by GEOID03.
 KZ0225
 KZ0225.The dynamic height is computed by dividing the NAVD 88
 KZ0225.geopotential number by the normal gravity value computed on the
 KZ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0225.degrees latitude (g = 980.6199 gals.).
 KZ0225
 KZ0225.The modeled gravity was interpolated from observed gravity values.
 KZ0225
 KZ0225;                    North         East    Units  Estimated Accuracy
 KZ0225;SPC OH N     -   135,030.      614,910.      MT  (+/- 180 meters Scaled)
 KZ0225
 KZ0225                          SUPERSEDED SURVEY CONTROL
 KZ0225
 KZ0225  NGVD 29 (??/??/92)  328.092  (m)         1076.42   (f) ADJ UNCH    2 0
 KZ0225
 KZ0225.Superseded values are not recommended for survey control.
 KZ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0225.See file dsdata.txt to determine how the superseded data were derived.
 KZ0225
 KZ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF885265(NAD 83)
 KZ0225_MARKER: DB = BENCH MARK DISK
 KZ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0225_STAMPING: E 244 1959
 KZ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0225+STABILITY: SURFACE MOTION
 KZ0225
 KZ0225  HISTORY     - Date     Condition        Report By
 KZ0225  HISTORY     - 1959     MONUMENTED       CGS
 KZ0225  HISTORY     - 1987     GOOD             OHDT
 KZ0225
 KZ0225                          STATION DESCRIPTION
 KZ0225
 KZ0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0225'AT ASHLAND.
 KZ0225'AT ASHLAND, ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 250
 KZ0225'FROM THE POST OFFICE, 0.55 MILE NORTH OF THE CROSSING OF THE
 KZ0225'ERIE RAILROAD, ABOUT 67 YARDS NORTHWEST OF THE JUNCTION OF 18TH.
 KZ0225'STREET, 7 1/2 FEET NORTHEAST OF THE NORTHEAST CURB LINE OF COTTAGE
 KZ0225'STREET (U.S. HIGHWAY 250), 13 1/2 FEET SOUTHEAST OF THE EXTENDED
 KZ0225'CENTER LINE OF A DRIVE LEADING WEST TO A HOUSE (NO. 1720
 KZ0225'COTTAGE STREET), 4 FEET NORTHWEST OF POWER LINE POLE 77 DL 3 B 2,
 KZ0225'2 1/2 FEET SOUTH OF STEEL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE
 KZ0225'LEVEL OF THE STREET, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KZ0225'3 INCHES.
 KZ0225
 KZ0225                          STATION RECOVERY (1987)
 KZ0225
 KZ0225'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DMK)
 KZ0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1559 ***********************************************************************
 KY1559  DESIGNATION -  E 245
 KY1559  PID         -  KY1559
 KY1559  STATE/COUNTY-  OH/MUSKINGUM
 KY1559  USGS QUAD   -  ADAMSVILLE (1994)
 KY1559
 KY1559                         *CURRENT SURVEY CONTROL
 KY1559  ___________________________________________________________________
 KY1559* NAD 83(1986)-  40 03 48.     (N)    081 58 50.     (W)     SCALED    
 KY1559* NAVD 88     -       233.785  (meters)     767.01   (feet)  ADJUSTED  
 KY1559  ___________________________________________________________________
 KY1559  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KY1559  DYNAMIC HT  -         233.661 (meters)     766.60  (feet)  COMP
 KY1559  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 KY1559
 KY1559  VERT ORDER  -  FIRST     CLASS II
 KY1559
 KY1559.The horizontal coordinates were scaled from a topographic map and have
 KY1559.an estimated accuracy of +/- 6 seconds.
 KY1559
 KY1559.The orthometric height was determined by differential leveling
 KY1559.and adjusted by the National Geodetic Survey in June 1991..
 KY1559
 KY1559.The geoid height was determined by GEOID03.
 KY1559
 KY1559.The dynamic height is computed by dividing the NAVD 88
 KY1559.geopotential number by the normal gravity value computed on the
 KY1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1559.degrees latitude (g = 980.6199 gals.).
 KY1559
 KY1559.The modeled gravity was interpolated from observed gravity values.
 KY1559
 KY1559;                    North         East    Units  Estimated Accuracy
 KY1559;SPC OH S     -   229,190.      644,320.      MT  (+/- 180 meters Scaled)
 KY1559
 KY1559                          SUPERSEDED SURVEY CONTROL
 KY1559
 KY1559  NGVD 29 (??/??/92)  234.000  (m)          767.72   (f) ADJ UNCH    1 2
 KY1559
 KY1559.Superseded values are not recommended for survey control.
 KY1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1559.See file dsdata.txt to determine how the superseded data were derived.
 KY1559
 KY1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME163352(NAD 83)
 KY1559_MARKER: DB = BENCH MARK DISK
 KY1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1559_STAMPING: E 245 1959
 KY1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1559+STABILITY: SURFACE MOTION
 KY1559
 KY1559  HISTORY     - Date     Condition        Report By
 KY1559  HISTORY     - 1959     MONUMENTED       CGS
 KY1559
 KY1559                          STATION DESCRIPTION
 KY1559
 KY1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1559'4.9 MI S FROM DRESDEN.
 KY1559'ABOUT 4.9 MILES SOUTH ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 KY1559'RAILROAD FROM THE STATION AT DRESDEN, 0.3 MILE NORTH OF MILEPOST
 KY1559'135, 1.25 MILES NORTH OF THE STATION SIGN AND GRAVEL ROAD CROSSING
 KY1559'AT ELLIS, 0.25 MILE SOUTH OF A PRIVATE ROAD CROSSING LEADING
 KY1559'EAST-NORTHEAST TO ROCK CUT, AND COUNTY ROAD 417 LEADING WEST, 0.2
 KY1559'MILE NORTH OF A SMALL ROAD CROSSING LEADING SOUTHEAST AND SOEN
 KY1559'HILL, 0.15 MILE SOUTH OF THE CROSSING OF A DRIVE LEADING EAST TO
 KY1559'A FARM, 32 FEET WEST OF THE WEST RAIL, ACROSS THE TRACK FROM POINT
 KY1559'BETWEEN MILEPOLES 134+25 AND 134+26, 26 1/2 FEET EAST OF THE
 KY1559'CENTER LINE OF ROAD NO. 419 (GRAVEL ROAD PARALLEL WITH THE TRACK),
 KY1559'196 FEET NORTH OF THE WEST END OF A 30-INCH CAST IRON CULVERT
 KY1559'UNDER THE TRACK, 1.9 FEET SOUTHWEST OF A STEEL WITNESS POST, LEVEL
 KY1559'WITH THE ROAD, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK,
 KY1559'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 KY1559'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1520 ***********************************************************************
 JX1520  DESIGNATION -  E 246
 JX1520  PID         -  JX1520
 JX1520  STATE/COUNTY-  OH/MORGAN
 JX1520  USGS QUAD   -  STOCKPORT (1994)
 JX1520
 JX1520                         *CURRENT SURVEY CONTROL
 JX1520  ___________________________________________________________________
 JX1520* NAD 83(1986)-  39 33 21.     (N)    081 47 01.     (W)     SCALED    
 JX1520* NAVD 88     -       208.096  (meters)     682.73   (feet)  ADJUSTED  
 JX1520  ___________________________________________________________________
 JX1520  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1520  DYNAMIC HT  -         207.970 (meters)     682.31  (feet)  COMP
 JX1520  MODELED GRAV-     980,018.4   (mgal)                       NAVD 88
 JX1520
 JX1520  VERT ORDER  -  FIRST     CLASS II
 JX1520
 JX1520.The horizontal coordinates were scaled from a topographic map and have
 JX1520.an estimated accuracy of +/- 6 seconds.
 JX1520
 JX1520.The orthometric height was determined by differential leveling
 JX1520.and adjusted by the National Geodetic Survey in June 1991..
 JX1520
 JX1520.The geoid height was determined by GEOID03.
 JX1520
 JX1520.The dynamic height is computed by dividing the NAVD 88
 JX1520.geopotential number by the normal gravity value computed on the
 JX1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1520.degrees latitude (g = 980.6199 gals.).
 JX1520
 JX1520.The modeled gravity was interpolated from observed gravity values.
 JX1520
 JX1520;                    North         East    Units  Estimated Accuracy
 JX1520;SPC OH S     -   172,960.      661,570.      MT  (+/- 180 meters Scaled)
 JX1520
 JX1520                          SUPERSEDED SURVEY CONTROL
 JX1520
 JX1520  NGVD 29 (??/??/92)  208.294  (m)          683.38   (f) ADJ UNCH    1 2
 JX1520
 JX1520.Superseded values are not recommended for survey control.
 JX1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1520.See file dsdata.txt to determine how the superseded data were derived.
 JX1520
 JX1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD326787(NAD 83)
 JX1520_MARKER: DB = BENCH MARK DISK
 JX1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1520_STAMPING: E 246 1959
 JX1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1520+STABILITY: SURFACE MOTION
 JX1520
 JX1520  HISTORY     - Date     Condition        Report By
 JX1520  HISTORY     - 1959     MONUMENTED       CGS
 JX1520
 JX1520                          STATION DESCRIPTION
 JX1520
 JX1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1520'0.5 MI NE FROM STOCKPORT.
 JX1520'ABOUT 0.5 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1520'FROM THE STATION AT STOCKPORT, AT ERVIN AIRFIELD, ABOUT 0.1
 JX1520'MILE NORTHWEST OF THE TRACK, 4.1 FEET WEST OF THE SOUTHWEST
 JX1520'CORNER OF THE SOUTHWEST ONE OF THREE WOODEN HANGARS, 16 FEET
 JX1520'NORTHWEST OF A GRAVEL ROAD LEADING NORTHEAST-SOUTHWEST, 300
 JX1520'FEET NORTHWEST OF THE CENTERLINE OF THE RUNWAY, 112 FEET
 JX1520'NORTHEAST OF POWER LINE POLE 1098-158 SUPPORTING A TRANSFORMER,
 JX1520'3 1/2 FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 JX1520'ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1487 ***********************************************************************
 JX1487  DESIGNATION -  E 247
 JX1487  PID         -  JX1487
 JX1487  STATE/COUNTY-  OH/MUSKINGUM
 JX1487  USGS QUAD   -  PHILO (1994)
 JX1487
 JX1487                         *CURRENT SURVEY CONTROL
 JX1487  ___________________________________________________________________
 JX1487* NAD 83(1986)-  39 46 49.     (N)    081 54 30.     (W)     SCALED    
 JX1487* NAVD 88     -       207.972  (meters)     682.32   (feet)  ADJUSTED  
 JX1487  ___________________________________________________________________
 JX1487  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JX1487  DYNAMIC HT  -         207.855 (meters)     681.94  (feet)  COMP
 JX1487  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 JX1487
 JX1487  VERT ORDER  -  FIRST     CLASS II
 JX1487
 JX1487.The horizontal coordinates were scaled from a topographic map and have
 JX1487.an estimated accuracy of +/- 6 seconds.
 JX1487
 JX1487.The orthometric height was determined by differential leveling
 JX1487.and adjusted by the National Geodetic Survey in June 1991..
 JX1487
 JX1487.The geoid height was determined by GEOID03.
 JX1487
 JX1487.The dynamic height is computed by dividing the NAVD 88
 JX1487.geopotential number by the normal gravity value computed on the
 JX1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1487.degrees latitude (g = 980.6199 gals.).
 JX1487
 JX1487.The modeled gravity was interpolated from observed gravity values.
 JX1487
 JX1487;                    North         East    Units  Estimated Accuracy
 JX1487;SPC OH S     -   197,800.      650,680.      MT  (+/- 180 meters Scaled)
 JX1487
 JX1487                          SUPERSEDED SURVEY CONTROL
 JX1487
 JX1487  NGVD 29 (??/??/92)  208.184  (m)          683.02   (f) ADJ UNCH    1 2
 JX1487
 JX1487.Superseded values are not recommended for survey control.
 JX1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1487.See file dsdata.txt to determine how the superseded data were derived.
 JX1487
 JX1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME222037(NAD 83)
 JX1487_MARKER: DB = BENCH MARK DISK
 JX1487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1487_SP_SET: BRIDGE
 JX1487_STAMPING: E 247 1959
 JX1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1487
 JX1487  HISTORY     - Date     Condition        Report By
 JX1487  HISTORY     - 1959     MONUMENTED       CGS
 JX1487
 JX1487                          STATION DESCRIPTION
 JX1487
 JX1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1487'6.3 MI S FROM PHILO.
 JX1487'ABOUT 6.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1487'FROM THE STATION AT PHILO, 0.1 MILE SOUTHEAST OF THE CROSSING
 JX1487'OF A BLACK TOP ROAD AT STONE(ROAD PARALLELS THE TRACK), BETWEEN
 JX1487'MILEPOLES 13+14 AND 13+15, IN SECTION 30, T-12-N, R-12-W,
 JX1487'7 1/2 FEET EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL, IN TOP OF
 JX1487'THE EAST-NORTHEAST END OF THE SOUTH-SOUTHEAST CONCRETE ABUTMENT
 JX1487'OF RAILROAD BRIDGE OVER CROW RUN AT STONE, AND ABOUT 1 FOOT BELOW
 JX1487'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1213 ***********************************************************************
 KZ1213  DESIGNATION -  E 248
 KZ1213  PID         -  KZ1213
 KZ1213  STATE/COUNTY-  OH/RICHLAND
 KZ1213  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ1213
 KZ1213                         *CURRENT SURVEY CONTROL
 KZ1213  ___________________________________________________________________
 KZ1213* NAD 83(1986)-  40 48 03.     (N)    082 30 26.     (W)     SCALED    
 KZ1213* NAVD 88     -       378.510  (meters)    1241.83   (feet)  ADJUSTED  
 KZ1213  ___________________________________________________________________
 KZ1213  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KZ1213  DYNAMIC HT  -         378.328 (meters)    1241.23  (feet)  COMP
 KZ1213  MODELED GRAV-     980,131.8   (mgal)                       NAVD 88
 KZ1213
 KZ1213  VERT ORDER  -  SECOND    CLASS 0
 KZ1213
 KZ1213.The horizontal coordinates were scaled from a topographic map and have
 KZ1213.an estimated accuracy of +/- 6 seconds.
 KZ1213
 KZ1213.The orthometric height was determined by differential leveling
 KZ1213.and adjusted by the National Geodetic Survey in June 1991..
 KZ1213
 KZ1213.The geoid height was determined by GEOID03.
 KZ1213
 KZ1213.The dynamic height is computed by dividing the NAVD 88
 KZ1213.geopotential number by the normal gravity value computed on the
 KZ1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1213.degrees latitude (g = 980.6199 gals.).
 KZ1213
 KZ1213.The modeled gravity was interpolated from observed gravity values.
 KZ1213
 KZ1213;                    North         East    Units  Estimated Accuracy
 KZ1213;SPC OH N     -   125,950.      599,390.      MT  (+/- 180 meters Scaled)
 KZ1213
 KZ1213                          SUPERSEDED SURVEY CONTROL
 KZ1213
 KZ1213  NGVD 29 (??/??/92)  378.668  (m)         1242.35   (f) ADJ UNCH    2 0
 KZ1213
 KZ1213.Superseded values are not recommended for survey control.
 KZ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1213.See file dsdata.txt to determine how the superseded data were derived.
 KZ1213
 KZ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF728177(NAD 83)
 KZ1213_MARKER: DB = BENCH MARK DISK
 KZ1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1213_SP_SET: CULVERT
 KZ1213_STAMPING: E 248 1959
 KZ1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1213
 KZ1213  HISTORY     - Date     Condition        Report By
 KZ1213  HISTORY     - 1959     MONUMENTED       CGS
 KZ1213  HISTORY     - 1970     GOOD             NGS
 KZ1213  HISTORY     - 1987     GOOD             OHDT
 KZ1213  HISTORY     - 19870322 GOOD             USPSQD
 KZ1213  HISTORY     - 20040525 MARK NOT FOUND   USPSQD
 KZ1213
 KZ1213                          STATION DESCRIPTION
 KZ1213
 KZ1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1213'1.6 MI N FROM MANSFIELD.
 KZ1213'ABOUT 1.65 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE OVERPASS
 KZ1213'OF U.S. HIGHWAY 30 AT MANSFIELD, ABOUT 239 YARDS NORTHEAST OF
 KZ1213'INTERSECTION OF PIPER ROAD, IN THE TOP OF THE SOUTHWEST END OF
 KZ1213'NORTHWEST CONCRETE HEAD WALL OF A 70-INCH PIPE CULVERT SERVING AS
 KZ1213'A CATTLE PASS, 36 FEET NORTHWEST OF CENTER LINE OF HIGHWAY AND
 KZ1213'ABOUT 6 FEET BELOW LEVEL OF HIGHWAY.
 KZ1213
 KZ1213                          STATION RECOVERY (1970)
 KZ1213
 KZ1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1213'RECOVERED IN GOOD CONDITION.
 KZ1213
 KZ1213                          STATION RECOVERY (1987)
 KZ1213
 KZ1213'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ1213'RECOVERED IN GOOD CONDITION.
 KZ1213
 KZ1213                          STATION RECOVERY (1987)
 KZ1213
 KZ1213'RECOVERY NOTE BY US POWER SQUADRON 1987 (JC)
 KZ1213'RECOVERED IN GOOD CONDITION.
 KZ1213
 KZ1213                          STATION RECOVERY (2004)
 KZ1213
 KZ1213'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1048 ***********************************************************************
 KZ1048  DESIGNATION -  E 249
 KZ1048  PID         -  KZ1048
 KZ1048  STATE/COUNTY-  OH/RICHLAND
 KZ1048  USGS QUAD   -  SHELBY (1980)
 KZ1048
 KZ1048                         *CURRENT SURVEY CONTROL
 KZ1048  ___________________________________________________________________
 KZ1048* NAD 83(1986)-  40 52 48.     (N)    082 40 57.     (W)     SCALED    
 KZ1048* NAVD 88     -       338.215  (meters)    1109.63   (feet)  ADJUSTED  
 KZ1048  ___________________________________________________________________
 KZ1048  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KZ1048  DYNAMIC HT  -         338.052 (meters)    1109.09  (feet)  COMP
 KZ1048  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 KZ1048
 KZ1048  VERT ORDER  -  FIRST     CLASS I
 KZ1048
 KZ1048.The horizontal coordinates were scaled from a topographic map and have
 KZ1048.an estimated accuracy of +/- 6 seconds.
 KZ1048
 KZ1048.The orthometric height was determined by differential leveling
 KZ1048.and adjusted by the National Geodetic Survey in June 1991..
 KZ1048
 KZ1048.The geoid height was determined by GEOID03.
 KZ1048
 KZ1048.The dynamic height is computed by dividing the NAVD 88
 KZ1048.geopotential number by the normal gravity value computed on the
 KZ1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1048.degrees latitude (g = 980.6199 gals.).
 KZ1048
 KZ1048.The modeled gravity was interpolated from observed gravity values.
 KZ1048
 KZ1048;                    North         East    Units  Estimated Accuracy
 KZ1048;SPC OH N     -   134,750.      584,620.      MT  (+/- 180 meters Scaled)
 KZ1048
 KZ1048                          SUPERSEDED SURVEY CONTROL
 KZ1048
 KZ1048  NGVD 29 (??/??/92)  338.358  (m)         1110.10   (f) ADJ UNCH    1 1
 KZ1048
 KZ1048.Superseded values are not recommended for survey control.
 KZ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1048.See file dsdata.txt to determine how the superseded data were derived.
 KZ1048
 KZ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF582267(NAD 83)
 KZ1048_MARKER: DB = BENCH MARK DISK
 KZ1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1048_STAMPING: E 249 1959
 KZ1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1048+STABILITY: SURFACE MOTION
 KZ1048
 KZ1048  HISTORY     - Date     Condition        Report By
 KZ1048  HISTORY     - 1959     MONUMENTED       CGS
 KZ1048  HISTORY     - 1967     GOOD             NGS
 KZ1048  HISTORY     - 1973     GOOD             OHDT
 KZ1048  HISTORY     - 1987     GOOD             OHDT
 KZ1048  HISTORY     - 1991     GOOD             USPSQD
 KZ1048  HISTORY     - 20040528 MARK NOT FOUND   USPSQD
 KZ1048
 KZ1048                          STATION DESCRIPTION
 KZ1048
 KZ1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1048'0.9 MI W FROM SHELBY.
 KZ1048'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAYS 96 AND 39 FROM THE
 KZ1048'CROSSING OF THE NEW YORK CENTRAL RAILROAD AT SHELBY, ABOUT 90 YARDS
 KZ1048'WEST OF THE JUNCTION OF STAMBAUGH STREET, 81 FEET NORTHWEST OF THE
 KZ1048'CENTER OF THE JUNCTION OF A DRIVEWAY, 19 FEET NORTH OF THE CENTER
 KZ1048'LINE OF THE HIGHWAY, 3 FEET EAST OF A COMBINATION POWER AND
 KZ1048'TELEPHONE POLE, 1 FOOT NORTH OF THE POLE LINE, 1.2 FEET WEST OF
 KZ1048'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAYS AND SET IN THE
 KZ1048'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 KZ1048'GROUND.  NOTE-- HAS WITNESS POST.
 KZ1048
 KZ1048                          STATION RECOVERY (1973)
 KZ1048
 KZ1048'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1048'RECOVERED IN GOOD CONDITION.
 KZ1048
 KZ1048                          STATION RECOVERY (1987)
 KZ1048
 KZ1048'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1048'RECOVERED IN GOOD CONDITION.
 KZ1048
 KZ1048                          STATION RECOVERY (1991)
 KZ1048
 KZ1048'RECOVERY NOTE BY US POWER SQUADRON 1991 (DN)
 KZ1048'RECOVERED IN GOOD CONDITION.
 KZ1048
 KZ1048                          STATION RECOVERY (2004)
 KZ1048
 KZ1048'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1048'WITNESS POST MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1650 ***********************************************************************
 KZ1650  DESIGNATION -  E 25
 KZ1650  PID         -  KZ1650
 KZ1650  STATE/COUNTY-  OH/LOGAN
 KZ1650  USGS QUAD   -  RUSHSYLVANIA (1973)
 KZ1650
 KZ1650                         *CURRENT SURVEY CONTROL
 KZ1650  ___________________________________________________________________
 KZ1650* NAD 83(1986)-  40 29 19.     (N)    083 38 33.     (W)     SCALED    
 KZ1650* NAVD 88     -       353.686  (meters)    1160.38   (feet)  ADJUSTED  
 KZ1650  ___________________________________________________________________
 KZ1650  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 KZ1650  DYNAMIC HT  -         353.497 (meters)    1159.76  (feet)  COMP
 KZ1650  MODELED GRAV-     980,081.3   (mgal)                       NAVD 88
 KZ1650
 KZ1650  VERT ORDER  -  SECOND    CLASS 0
 KZ1650
 KZ1650.The horizontal coordinates were scaled from a topographic map and have
 KZ1650.an estimated accuracy of +/- 6 seconds.
 KZ1650
 KZ1650.The orthometric height was determined by differential leveling
 KZ1650.and adjusted by the National Geodetic Survey in June 1991..
 KZ1650
 KZ1650.The geoid height was determined by GEOID03.
 KZ1650
 KZ1650.The dynamic height is computed by dividing the NAVD 88
 KZ1650.geopotential number by the normal gravity value computed on the
 KZ1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1650.degrees latitude (g = 980.6199 gals.).
 KZ1650
 KZ1650.The modeled gravity was interpolated from observed gravity values.
 KZ1650
 KZ1650;                    North         East    Units  Estimated Accuracy
 KZ1650;SPC OH N     -    91,910.      503,140.      MT  (+/- 180 meters Scaled)
 KZ1650
 KZ1650                          SUPERSEDED SURVEY CONTROL
 KZ1650
 KZ1650  NGVD 29 (??/??/92)  353.820  (m)         1160.82   (f) ADJ UNCH    2 0
 KZ1650
 KZ1650.Superseded values are not recommended for survey control.
 KZ1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1650.See file dsdata.txt to determine how the superseded data were derived.
 KZ1650
 KZ1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE760853(NAD 83)
 KZ1650_MARKER: DB = BENCH MARK DISK
 KZ1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1650_STAMPING: E 25 1934
 KZ1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1650+STABILITY: SURFACE MOTION
 KZ1650
 KZ1650  HISTORY     - Date     Condition        Report By
 KZ1650  HISTORY     - 1934     MONUMENTED       CGS
 KZ1650  HISTORY     - 1960     GOOD             NGS
 KZ1650
 KZ1650                          STATION DESCRIPTION
 KZ1650
 KZ1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ1650'0.5 MI SE FROM BIG SPRINGS.
 KZ1650'0.5 MILE SOUTHEAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 KZ1650'AND ST. LOUIS RAILWAY FROM THE STATION AT BIG SPRINGS, AT THE
 KZ1650'CROSSING OF A PRIVATE ROAD, 28 FEET NORTHWEST OF THE NORTHWEST
 KZ1650'RAIL, 16 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 3 FEET
 KZ1650'SOUTHEAST OF THE FENCE LINE, AND ABOUT 1-1/2 FEET LOWER THAN THE
 KZ1650'TRACK.  A STANDARD DISK, STAMPED E 25 1934 AND SET IN THE TOP
 KZ1650'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0660 ***********************************************************************
 KZ0660  DESIGNATION -  E 250
 KZ0660  PID         -  KZ0660
 KZ0660  STATE/COUNTY-  OH/ASHLAND
 KZ0660  USGS QUAD   -  PERRYSVILLE (1981)
 KZ0660
 KZ0660                         *CURRENT SURVEY CONTROL
 KZ0660  ___________________________________________________________________
 KZ0660* NAD 83(1986)-  40 39 58.     (N)    082 19 03.     (W)     SCALED    
 KZ0660* NAVD 88     -       302.759  (meters)     993.30   (feet)  POSTED    
 KZ0660  ___________________________________________________________________
 KZ0660  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KZ0660  DYNAMIC HT  -         302.610 (meters)     992.81  (feet)  COMP
 KZ0660  MODELED GRAV-     980,132.7   (mgal)                       NAVD 88
 KZ0660
 KZ0660  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KZ0660
 KZ0660.The horizontal coordinates were scaled from a topographic map and have
 KZ0660.an estimated accuracy of +/- 6 seconds.
 KZ0660
 KZ0660.The orthometric height was determined by differential leveling
 KZ0660.and adjusted by the National Geodetic Survey in 1992..
 KZ0660.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KZ0660.rate of 1.1 thru 2.0 mm/km.
 KZ0660
 KZ0660.The geoid height was determined by GEOID03.
 KZ0660
 KZ0660.The dynamic height is computed by dividing the NAVD 88
 KZ0660.geopotential number by the normal gravity value computed on the
 KZ0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0660.degrees latitude (g = 980.6199 gals.).
 KZ0660
 KZ0660.The modeled gravity was interpolated from observed gravity values.
 KZ0660
 KZ0660;                    North         East    Units  Estimated Accuracy
 KZ0660;SPC OH N     -   111,000.      615,430.      MT  (+/- 180 meters Scaled)
 KZ0660
 KZ0660                          SUPERSEDED SURVEY CONTROL
 KZ0660
 KZ0660  NGVD 29 (??/??/92)  302.935  (m)          993.88   (f) ADJ UNCH    2 0
 KZ0660
 KZ0660.Superseded values are not recommended for survey control.
 KZ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0660.See file dsdata.txt to determine how the superseded data were derived.
 KZ0660
 KZ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF886025(NAD 83)
 KZ0660_MARKER: DB = BENCH MARK DISK
 KZ0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0660_SP_SET: OVERPASS
 KZ0660_STAMPING: E 250 1959
 KZ0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0660
 KZ0660  HISTORY     - Date     Condition        Report By
 KZ0660  HISTORY     - 1959     MONUMENTED       CGS
 KZ0660  HISTORY     - 1971     GOOD             NGS
 KZ0660  HISTORY     - 1987     GOOD             USPSQD
 KZ0660
 KZ0660                          STATION DESCRIPTION
 KZ0660
 KZ0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0660'0.5 MI NW FROM PERRYSVILLE.
 KZ0660'ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 39 FROM PERRYSVILLE
 KZ0660'SCHOOL AT PERRYSVILLE, SET VERTICALLY IN THE ROUNDED SOUTH-SOUTHEAST
 KZ0660'END OF THE SOUTHWEST CONCRETE PIER OF OVERPASS OF HIGHWAY 39 OVER
 KZ0660'THE PENNSYLVANIA RAILROAD, 16 FEET WEST-SOUTHWEST OF THE
 KZ0660'WEST-SOUTHWEST RAIL OF WEST-SOUTHWEST TRACK OF TWO TRACKS, AND
 KZ0660'ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK.
 KZ0660
 KZ0660                          STATION RECOVERY (1971)
 KZ0660
 KZ0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0660'RECOVERED IN GOOD CONDITION.
 KZ0660
 KZ0660                          STATION RECOVERY (1987)
 KZ0660
 KZ0660'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0300 ***********************************************************************
 KZ0300  DESIGNATION -  E 251
 KZ0300  PID         -  KZ0300
 KZ0300  STATE/COUNTY-  OH/RICHLAND
 KZ0300  USGS QUAD   -  LUCAS (1961)
 KZ0300
 KZ0300                         *CURRENT SURVEY CONTROL
 KZ0300  ___________________________________________________________________
 KZ0300* NAD 83(1986)-  40 42 34.     (N)    082 28 25.     (W)     SCALED    
 KZ0300* NAVD 88     -       430.427  (meters)    1412.16   (feet)  ADJUSTED  
 KZ0300  ___________________________________________________________________
 KZ0300  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KZ0300  DYNAMIC HT  -         430.219 (meters)    1411.48  (feet)  COMP
 KZ0300  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 KZ0300
 KZ0300  VERT ORDER  -  SECOND    CLASS 0
 KZ0300
 KZ0300.The horizontal coordinates were scaled from a topographic map and have
 KZ0300.an estimated accuracy of +/- 6 seconds.
 KZ0300
 KZ0300.The orthometric height was determined by differential leveling
 KZ0300.and adjusted by the National Geodetic Survey in June 1991..
 KZ0300
 KZ0300.The geoid height was determined by GEOID03.
 KZ0300
 KZ0300.The dynamic height is computed by dividing the NAVD 88
 KZ0300.geopotential number by the normal gravity value computed on the
 KZ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0300.degrees latitude (g = 980.6199 gals.).
 KZ0300
 KZ0300.The modeled gravity was interpolated from observed gravity values.
 KZ0300
 KZ0300;                    North         East    Units  Estimated Accuracy
 KZ0300;SPC OH N     -   115,800.      602,230.      MT  (+/- 180 meters Scaled)
 KZ0300
 KZ0300                          SUPERSEDED SURVEY CONTROL
 KZ0300
 KZ0300  NGVD 29 (??/??/92)  430.577  (m)         1412.65   (f) ADJ UNCH    2 0
 KZ0300
 KZ0300.Superseded values are not recommended for survey control.
 KZ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0300.See file dsdata.txt to determine how the superseded data were derived.
 KZ0300
 KZ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF755075(NAD 83)
 KZ0300_MARKER: DB = BENCH MARK DISK
 KZ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0300_STAMPING: E 251 1959
 KZ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0300+STABILITY: SURFACE MOTION
 KZ0300
 KZ0300  HISTORY     - Date     Condition        Report By
 KZ0300  HISTORY     - 1959     MONUMENTED       CGS
 KZ0300  HISTORY     - 1971     GOOD             NGS
 KZ0300  HISTORY     - 1987     GOOD             USPSQD
 KZ0300
 KZ0300                          STATION DESCRIPTION
 KZ0300
 KZ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0300'2.8 MI SE FROM MANSFIELD.
 KZ0300'ABOUT 1.8 MILES SOUTHEAST ALONG THE MANSFIELD-LUCAS ROAD FROM
 KZ0300'THE JUNCTION OF MANSFIELD-WASHINGTON ROAD AT MANSFIELD, THENCE
 KZ0300'THENCE ABOUT 1.05 MILES SOUTH ALONG WASHINGTON STREET, 0.1 MILE SOUTH
 KZ0300'OF THE JUNCTION OF WASHINGTON STREET AND TAYLOR ROAD LEADING WEST,
 KZ0300'21 FEET WEST OF THE CENTER LINE OF WASHINGTON STREET, 2 FEET
 KZ0300'SOUTHEAST OF A FENCE CORNER, AT THE NORTH END OF A WOODS AND THE
 KZ0300'SOUTH END OF A MEADOW, 50 1/2 FEET WEST-NORTHWEST OF AND ACROSS
 KZ0300'THE ROAD FROM POWER LINE POLE 89DW-19, 70 FEET SOUTH OF A TELEPHONE
 KZ0300'POLE, 2 FEET NORTH-NORTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL
 KZ0300'WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0300'ALSO ABOUT 1.0 MILE NORTH ALONG WASHINGTON STREET FROM THE CROSSROAD
 KZ0300'AND CHURCH AT LITTLE WASHINGTON.
 KZ0300
 KZ0300                          STATION RECOVERY (1971)
 KZ0300
 KZ0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0300'RECOVERED IN GOOD CONDITION.
 KZ0300
 KZ0300                          STATION RECOVERY (1987)
 KZ0300
 KZ0300'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0402 ***********************************************************************
 KZ0402  DESIGNATION -  E 253
 KZ0402  PID         -  KZ0402
 KZ0402  STATE/COUNTY-  OH/ASHLAND
 KZ0402  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0402
 KZ0402                         *CURRENT SURVEY CONTROL
 KZ0402  ___________________________________________________________________
 KZ0402* NAD 83(1986)-  40 38 08.     (N)    082 14 22.     (W)     SCALED    
 KZ0402* NAVD 88     -       286.991  (meters)     941.57   (feet)  ADJUSTED  
 KZ0402  ___________________________________________________________________
 KZ0402  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KZ0402  DYNAMIC HT  -         286.851 (meters)     941.11  (feet)  COMP
 KZ0402  MODELED GRAV-     980,130.8   (mgal)                       NAVD 88
 KZ0402
 KZ0402  VERT ORDER  -  SECOND    CLASS 0
 KZ0402
 KZ0402.The horizontal coordinates were scaled from a topographic map and have
 KZ0402.an estimated accuracy of +/- 6 seconds.
 KZ0402
 KZ0402.The orthometric height was determined by differential leveling
 KZ0402.and adjusted by the National Geodetic Survey in June 1991..
 KZ0402
 KZ0402.The geoid height was determined by GEOID03.
 KZ0402
 KZ0402.The dynamic height is computed by dividing the NAVD 88
 KZ0402.geopotential number by the normal gravity value computed on the
 KZ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0402.degrees latitude (g = 980.6199 gals.).
 KZ0402
 KZ0402.The modeled gravity was interpolated from observed gravity values.
 KZ0402
 KZ0402;                    North         East    Units  Estimated Accuracy
 KZ0402;SPC OH N     -   107,620.      622,040.      MT  (+/- 180 meters Scaled)
 KZ0402
 KZ0402                          SUPERSEDED SURVEY CONTROL
 KZ0402
 KZ0402  NGVD 29 (??/??/92)  287.176  (m)          942.18   (f) ADJ UNCH    2 0
 KZ0402
 KZ0402.Superseded values are not recommended for survey control.
 KZ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0402.See file dsdata.txt to determine how the superseded data were derived.
 KZ0402
 KZ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE951990(NAD 83)
 KZ0402_MARKER: DD = SURVEY DISK
 KZ0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0402_SP_SET: ABUTMENT
 KZ0402_STAMPING: E 253 1959
 KZ0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0402
 KZ0402  HISTORY     - Date     Condition        Report By
 KZ0402  HISTORY     - 1959     MONUMENTED       USGS
 KZ0402  HISTORY     - 1959     GOOD             NGS
 KZ0402  HISTORY     - 1970     GOOD             NGS
 KZ0402
 KZ0402                          STATION DESCRIPTION
 KZ0402
 KZ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0402'AT LOUDONVILLE.
 KZ0402'AT LOUDONVILLE, 0.4 MILE WEST ALONG MAIN STREET (STATE HIGHWAYS
 KZ0402'3 AND 39) FROM THE HIGH SCHOOL, AT THE BOTTOM OF THE SOUTH END
 KZ0402'OF THE WEST ABUTMENT OF THE MAIN STREET STEEL BRIDGE ACROSS
 KZ0402'BLACK FORK OF MOHICAN RIVER, 1 FOOT SOUTH OF THE SOUTHEAST
 KZ0402'CORNER OF CONCRETE ABUTMENT AND IN TOP OF A CONCRETE RETAINING
 KZ0402'WALL FOR LAWN OF LOUDONVILLE WATER PLANT,AND ABOUT 10 FEET BELOW
 KZ0402'THE LEVEL OF THE BRIDGE FLOOR.
 KZ0402
 KZ0402                          STATION RECOVERY (1970)
 KZ0402
 KZ0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0403 ***********************************************************************
 KZ0403  DESIGNATION -  E 253 RESET
 KZ0403  PID         -  KZ0403
 KZ0403  STATE/COUNTY-  OH/ASHLAND
 KZ0403  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0403
 KZ0403                         *CURRENT SURVEY CONTROL
 KZ0403  ___________________________________________________________________
 KZ0403* NAD 83(1986)-  40 38 08.     (N)    082 14 22.     (W)     SCALED    
 KZ0403* NAVD 88     -       288.05   (meters)     945.0    (feet)  RESET     
 KZ0403  ___________________________________________________________________
 KZ0403  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KZ0403
 KZ0403  VERT ORDER  -  THIRD
 KZ0403
 KZ0403.The horizontal coordinates were scaled from a topographic map and have
 KZ0403.an estimated accuracy of +/- 6 seconds.
 KZ0403
 KZ0403.The orthometric height was computed from unverified reset data.
 KZ0403.No vertical observational check was made to the station.
 KZ0403
 KZ0403.The geoid height was determined by GEOID03.
 KZ0403
 KZ0403;                    North         East    Units  Estimated Accuracy
 KZ0403;SPC OH N     -   107,620.      622,040.      MT  (+/- 180 meters Scaled)
 KZ0403
 KZ0403                          SUPERSEDED SURVEY CONTROL
 KZ0403
 KZ0403  NGVD 29 (10/13/05)  288.23   (m)          945.6    (f) RESET       3  
 KZ0403
 KZ0403.Superseded values are not recommended for survey control.
 KZ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0403.See file dsdata.txt to determine how the superseded data were derived.
 KZ0403
 KZ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE951990(NAD 83)
 KZ0403_MARKER: DB = BENCH MARK DISK
 KZ0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0403_SP_SET: STEP
 KZ0403_STAMPING: E 253 RESET 1975
 KZ0403_MARK LOGO: NGS   
 KZ0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0403
 KZ0403  HISTORY     - Date     Condition        Report By
 KZ0403  HISTORY     - 1975     MONUMENTED       NGS
 KZ0403  HISTORY     - 1991     GOOD             USPSQD
 KZ0403
 KZ0403                          STATION DESCRIPTION
 KZ0403
 KZ0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KZ0403'AT LOUDONVILLE.
 KZ0403'AT LOUDONVILLE, JUST WEST OF THE MOHICAN RIVER, A STANDARD DISK
 KZ0403'SET IN A DRILL HOLE IN THE TOP, NORTHEAST CORNER OF THE BOTTOM
 KZ0403'STEP AT THE NORTH ENTRANCE TO THE LOUDONVILLE WATER PLANT, 8
 KZ0403'FEET EAST OF THE CENTER OF THE STEPS AND HAND RAIL, 79 FEET
 KZ0403'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 39, 109 FEET EAST OF
 KZ0403'THE CENTERLINE OF WALLY ROAD AND 1 1/2 FEET WEST OF THE EAST
 KZ0403'EDGE OF THE STEP.
 KZ0403
 KZ0403                          STATION RECOVERY (1991)
 KZ0403
 KZ0403'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 KZ0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0786 ***********************************************************************
 KZ0786  DESIGNATION -  E 254
 KZ0786  PID         -  KZ0786
 KZ0786  STATE/COUNTY-  OH/KNOX
 KZ0786  USGS QUAD   -  MT VERNON (1982)
 KZ0786
 KZ0786                         *CURRENT SURVEY CONTROL
 KZ0786  ___________________________________________________________________
 KZ0786* NAD 83(1986)-  40 26 54.     (N)    082 26 14.     (W)     SCALED    
 KZ0786* NAVD 88     -       348.642  (meters)    1143.84   (feet)  ADJUSTED  
 KZ0786  ___________________________________________________________________
 KZ0786  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KZ0786  DYNAMIC HT  -         348.464 (meters)    1143.25  (feet)  COMP
 KZ0786  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 KZ0786
 KZ0786  VERT ORDER  -  SECOND    CLASS 0
 KZ0786
 KZ0786.The horizontal coordinates were scaled from a topographic map and have
 KZ0786.an estimated accuracy of +/- 6 seconds.
 KZ0786
 KZ0786.The orthometric height was determined by differential leveling
 KZ0786.and adjusted by the National Geodetic Survey in June 1991..
 KZ0786
 KZ0786.The geoid height was determined by GEOID03.
 KZ0786
 KZ0786.The dynamic height is computed by dividing the NAVD 88
 KZ0786.geopotential number by the normal gravity value computed on the
 KZ0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0786.degrees latitude (g = 980.6199 gals.).
 KZ0786
 KZ0786.The modeled gravity was interpolated from observed gravity values.
 KZ0786
 KZ0786;                    North         East    Units  Estimated Accuracy
 KZ0786;SPC OH N     -    86,800.      605,330.      MT  (+/- 180 meters Scaled)
 KZ0786
 KZ0786                          SUPERSEDED SURVEY CONTROL
 KZ0786
 KZ0786  NGVD 29 (??/??/92)  348.826  (m)         1144.44   (f) ADJ UNCH    2 0
 KZ0786
 KZ0786.Superseded values are not recommended for survey control.
 KZ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0786.See file dsdata.txt to determine how the superseded data were derived.
 KZ0786
 KZ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE781785(NAD 83)
 KZ0786_MARKER: DB = BENCH MARK DISK
 KZ0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0786_STAMPING: E 254 1959
 KZ0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0786+STABILITY: SURFACE MOTION
 KZ0786
 KZ0786  HISTORY     - Date     Condition        Report By
 KZ0786  HISTORY     - 1959     MONUMENTED       CGS
 KZ0786
 KZ0786                          STATION DESCRIPTION
 KZ0786
 KZ0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0786'4.9 MI NE FROM MT VERNON.
 KZ0786'ABOUT 4.9 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE PUBLIC
 KZ0786'SQUARE AT MT. VERNON, ABOUT 3.55 MILES SOUTHWEST ALONG STATE
 KZ0786'HIGHWAY 3 FROM THE INTERSECTION OF COUNTY ROAD 14 AT AMITY, 0.4
 KZ0786'MILE NORTHEAST OF THE HIGHWAY BRIDGE OVER SCHENK CREEK, 96 YARDS
 KZ0786'SOUTHWEST OF THE WEST CORNER OF EBENEZER CHURCH, AT THE WEST
 KZ0786'CORNER OF CEMETERY, 34 FEET SOUTHEAST OF CENTER LINE OF
 KZ0786'HIGHWAY, 112 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BASE OF
 KZ0786'HARRY E. MC DONALD TOMBSTONE, 1 FOOT SOUTH OF CEMETEY FENCE LINE,
 KZ0786'10 1/2 FEET NORTHEAST OF A CABLE LINE POLE, 10 1/2 FEET SOUTH
 KZ0786'OF AN OLD HIGHWAY RIGHT-OF-WAY MARKER, 2 FEET EAST OF A STEEL
 KZ0786'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A
 KZ0786'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0126 ***********************************************************************
 KZ0126  DESIGNATION -  E 255
 KZ0126  PID         -  KZ0126
 KZ0126  STATE/COUNTY-  OH/ASHLAND
 KZ0126  USGS QUAD   -  PAVONIA (1984)
 KZ0126
 KZ0126                         *CURRENT SURVEY CONTROL
 KZ0126  ___________________________________________________________________
 KZ0126* NAD 83(1986)-  40 51 39.     (N)    082 24 11.     (W)     SCALED    
 KZ0126* NAVD 88     -       373.799  (meters)    1226.37   (feet)  ADJUSTED  
 KZ0126  ___________________________________________________________________
 KZ0126  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KZ0126  DYNAMIC HT  -         373.624 (meters)    1225.80  (feet)  COMP
 KZ0126  MODELED GRAV-     980,146.3   (mgal)                       NAVD 88
 KZ0126
 KZ0126  VERT ORDER  -  SECOND    CLASS 0
 KZ0126
 KZ0126.The horizontal coordinates were scaled from a topographic map and have
 KZ0126.an estimated accuracy of +/- 6 seconds.
 KZ0126
 KZ0126.The orthometric height was determined by differential leveling
 KZ0126.and adjusted by the National Geodetic Survey in June 1991..
 KZ0126
 KZ0126.The geoid height was determined by GEOID03.
 KZ0126
 KZ0126.The dynamic height is computed by dividing the NAVD 88
 KZ0126.geopotential number by the normal gravity value computed on the
 KZ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0126.degrees latitude (g = 980.6199 gals.).
 KZ0126
 KZ0126.The modeled gravity was interpolated from observed gravity values.
 KZ0126
 KZ0126;                    North         East    Units  Estimated Accuracy
 KZ0126;SPC OH N     -   132,610.      608,170.      MT  (+/- 180 meters Scaled)
 KZ0126
 KZ0126                          SUPERSEDED SURVEY CONTROL
 KZ0126
 KZ0126  NGVD 29 (??/??/92)  373.966  (m)         1226.92   (f) ADJ UNCH    2 0
 KZ0126
 KZ0126.Superseded values are not recommended for survey control.
 KZ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0126.See file dsdata.txt to determine how the superseded data were derived.
 KZ0126
 KZ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF817242(NAD 83)
 KZ0126_MARKER: DB = BENCH MARK DISK
 KZ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0126_STAMPING: E 255 1959
 KZ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0126+STABILITY: SURFACE MOTION
 KZ0126
 KZ0126  HISTORY     - Date     Condition        Report By
 KZ0126  HISTORY     - 1959     MONUMENTED       CGS
 KZ0126  HISTORY     - 1970     GOOD             NGS
 KZ0126
 KZ0126                          STATION DESCRIPTION
 KZ0126
 KZ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0126'2.4 MI SE FROM OLIVESBURG.
 KZ0126'ABOUT 2.35 MILES SOUTHEAST ALONG STATE HIGHWAY 603 FROM THE
 KZ0126'INTERSECTION OF STATE HIGHWAY 545 AT OLIVESBURG, 0.4 MILE SOUTH
 KZ0126'OF THE JUNCTION OF COUNTY ROAD 70 AT PARADISE HILL, 1.0 MILE
 KZ0126'NORTH OF PARADISE HILL CHURCH, ACROSS THE HIGHWAY FROM A TWO-STORY
 KZ0126'WHITE PAINTED FARMHOUSE, 2 FEET NORTH OF THE EXTENDED LINE OF THE
 KZ0126'NORTH SIDE OF THE HOUSE, 22 1/2 FEET WEST OF THE CENTER LINE
 KZ0126'OF THE HIGHWAY, 49 FEET WEST OF AND ACROSS THE HIGHWAY FROM THE
 KZ0126'NORTH ONE OF TWO 30-INCH MAPLE TREES, 2 FEET NORTHEAST OF A TELEPHONE
 KZ0126'POLE, 2 FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 KZ0126'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KZ0126
 KZ0126                          STATION RECOVERY (1970)
 KZ0126
 KZ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0116 ***********************************************************************
 KZ0116  DESIGNATION -  E 256
 KZ0116  PID         -  KZ0116
 KZ0116  STATE/COUNTY-  OH/RICHLAND
 KZ0116  USGS QUAD   -  OLIVESBURG (1981)
 KZ0116
 KZ0116                         *CURRENT SURVEY CONTROL
 KZ0116  ___________________________________________________________________
 KZ0116* NAD 83(1986)-  40 59 34.     (N)    082 27 49.     (W)     SCALED    
 KZ0116* NAVD 88     -       356.315  (meters)    1169.01   (feet)  ADJUSTED  
 KZ0116  ___________________________________________________________________
 KZ0116  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KZ0116  DYNAMIC HT  -         356.151 (meters)    1168.47  (feet)  COMP
 KZ0116  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 KZ0116
 KZ0116  VERT ORDER  -  SECOND    CLASS 0
 KZ0116
 KZ0116.The horizontal coordinates were scaled from a topographic map and have
 KZ0116.an estimated accuracy of +/- 6 seconds.
 KZ0116
 KZ0116.The orthometric height was determined by differential leveling
 KZ0116.and adjusted by the National Geodetic Survey in June 1991..
 KZ0116
 KZ0116.The geoid height was determined by GEOID03.
 KZ0116
 KZ0116.The dynamic height is computed by dividing the NAVD 88
 KZ0116.geopotential number by the normal gravity value computed on the
 KZ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0116.degrees latitude (g = 980.6199 gals.).
 KZ0116
 KZ0116.The modeled gravity was interpolated from observed gravity values.
 KZ0116
 KZ0116;                    North         East    Units  Estimated Accuracy
 KZ0116;SPC OH N     -   147,260.      603,060.      MT  (+/- 180 meters Scaled)
 KZ0116
 KZ0116                          SUPERSEDED SURVEY CONTROL
 KZ0116
 KZ0116  NGVD 29 (??/??/92)  356.477  (m)         1169.54   (f) ADJ UNCH    2 0
 KZ0116
 KZ0116.Superseded values are not recommended for survey control.
 KZ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0116.See file dsdata.txt to determine how the superseded data were derived.
 KZ0116
 KZ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF768389(NAD 83)
 KZ0116_MARKER: DB = BENCH MARK DISK
 KZ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0116_STAMPING: E 256 1959
 KZ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0116+STABILITY: SURFACE MOTION
 KZ0116
 KZ0116  HISTORY     - Date     Condition        Report By
 KZ0116  HISTORY     - 1959     MONUMENTED       CGS
 KZ0116  HISTORY     - 1969     GOOD             NGS
 KZ0116  HISTORY     - 1987     GOOD             OHDT
 KZ0116
 KZ0116                          STATION DESCRIPTION
 KZ0116
 KZ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0116'7 MI NW FROM SAVANNAH.
 KZ0116'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 60 FROM THE
 KZ0116'SCHOOL AT SAVANNAH, THENCE ABOUT 4.7 MILES WEST ALONG COUNTY
 KZ0116'ROAD 11 AND BASE LINE ROAD, 0.4 MILE WEST OF THE JUNCTION OF
 KZ0116'NINEVEN ROAD LEADING SOUTH (THIS IS THE WEST JUNCTION OF NINEVEN
 KZ0116'ROAD), AT THE JUNCTION OF A DRIVE LEADING SOUTH TO A ONE-STORY
 KZ0116'FARMHOUSE, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 25 1/2
 KZ0116'FEET WEST OF THE CENTER LINE OF DRIVE SOUTH, 37 FEET SOUTHWEST
 KZ0116'OF THE CENTER OF THE JUNCTION, 5 FEET WEST OF THE FIRST TELEPHONE
 KZ0116'POLE WEST OF THE DRIVE, 4 FEET WEST OF A FENCE CORNER, 1 1/2
 KZ0116'FEET NORTH OF A EAST-WEST FENCE LINE, 2 FEET EAST OF A STEEL
 KZ0116'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 KZ0116'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0116
 KZ0116                          STATION RECOVERY (1969)
 KZ0116
 KZ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KZ0116'RECOVERED IN GOOD CONDITION.
 KZ0116
 KZ0116                          STATION RECOVERY (1987)
 KZ0116
 KZ0116'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0541 ***********************************************************************
 KZ0541  DESIGNATION -  E 257
 KZ0541  PID         -  KZ0541
 KZ0541  STATE/COUNTY-  OH/ASHLAND
 KZ0541  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0541
 KZ0541                         *CURRENT SURVEY CONTROL
 KZ0541  ___________________________________________________________________
 KZ0541* NAD 83(1986)-  40 46 48.     (N)    082 07 38.     (W)     SCALED    
 KZ0541* NAVD 88     -       321.429  (meters)    1054.56   (feet)  ADJUSTED  
 KZ0541  ___________________________________________________________________
 KZ0541  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KZ0541  DYNAMIC HT  -         321.281 (meters)    1054.07  (feet)  COMP
 KZ0541  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 KZ0541
 KZ0541  VERT ORDER  -  SECOND    CLASS 0
 KZ0541
 KZ0541.The horizontal coordinates were scaled from a topographic map and have
 KZ0541.an estimated accuracy of +/- 6 seconds.
 KZ0541
 KZ0541.The orthometric height was determined by differential leveling
 KZ0541.and adjusted by the National Geodetic Survey in June 1991..
 KZ0541
 KZ0541.The geoid height was determined by GEOID03.
 KZ0541
 KZ0541.The dynamic height is computed by dividing the NAVD 88
 KZ0541.geopotential number by the normal gravity value computed on the
 KZ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0541.degrees latitude (g = 980.6199 gals.).
 KZ0541
 KZ0541.The modeled gravity was interpolated from observed gravity values.
 KZ0541
 KZ0541;                    North         East    Units  Estimated Accuracy
 KZ0541;SPC OH N     -   123,700.      631,470.      MT  (+/- 180 meters Scaled)
 KZ0541
 KZ0541                          SUPERSEDED SURVEY CONTROL
 KZ0541
 KZ0541  NGVD 29 (??/??/92)  321.622  (m)         1055.19   (f) ADJ UNCH    2 0
 KZ0541
 KZ0541.Superseded values are not recommended for survey control.
 KZ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0541.See file dsdata.txt to determine how the superseded data were derived.
 KZ0541
 KZ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF048149(NAD 83)
 KZ0541_MARKER: DB = BENCH MARK DISK
 KZ0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0541_SP_SET: CULVERT
 KZ0541_STAMPING: E 257 1959
 KZ0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0541
 KZ0541  HISTORY     - Date     Condition        Report By
 KZ0541  HISTORY     - 1959     MONUMENTED       CGS
 KZ0541
 KZ0541                          STATION DESCRIPTION
 KZ0541
 KZ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0541'2.9 MI SW FROM REEDSBURG.
 KZ0541'ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 30 FROM GRACE CHURCH AT
 KZ0541'REEDSBURG, THENCE ABOUT 1.6 MILES SOUTH ALONG ASHLAND CO. ROAD 74
 KZ0541'AND WAYNE CO. ROAD 93, AT THE INTERSECTION OF WAYNE COUNTY ROADS
 KZ0541'93 LEADING NORTH-SOUTH, ROAD 190 LEADING SOUTHEAST, AND ASHLAND
 KZ0541'CO. ROAD 62 LEADING NORTHWEST, 27 FEET SOUTHWEST OF THE CENTER OF
 KZ0541'THE INTERSECTION, 20 1/2 FEET WEST OF THE CENTER LINE OF ROAD 93,
 KZ0541'9 1/2 FEET SOUTHWEST OF THE WEST END OF A 18-INCH PIPE CULVERT
 KZ0541'UNDER ROAD 93, 2 1/2 FEET NORTHWEST OF A POWER LINE POLE, 2 FEET
 KZ0541'NORTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION,
 KZ0541'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0407 ***********************************************************************
 KZ0407  DESIGNATION -  E 258
 KZ0407  PID         -  KZ0407
 KZ0407  STATE/COUNTY-  OH/ASHLAND
 KZ0407  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0407
 KZ0407                         *CURRENT SURVEY CONTROL
 KZ0407  ___________________________________________________________________
 KZ0407* NAD 83(1986)-  40 38 16.     (N)    082 13 41.     (W)     SCALED    
 KZ0407* NAVD 88     -       295.917  (meters)     970.85   (feet)  ADJUSTED  
 KZ0407  ___________________________________________________________________
 KZ0407  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KZ0407  DYNAMIC HT  -         295.774 (meters)     970.39  (feet)  COMP
 KZ0407  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 KZ0407
 KZ0407  VERT ORDER  -  SECOND    CLASS 0
 KZ0407
 KZ0407.The horizontal coordinates were scaled from a topographic map and have
 KZ0407.an estimated accuracy of +/- 6 seconds.
 KZ0407
 KZ0407.The orthometric height was determined by differential leveling
 KZ0407.and adjusted by the National Geodetic Survey in June 1991..
 KZ0407
 KZ0407.The geoid height was determined by GEOID03.
 KZ0407
 KZ0407.The dynamic height is computed by dividing the NAVD 88
 KZ0407.geopotential number by the normal gravity value computed on the
 KZ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0407.degrees latitude (g = 980.6199 gals.).
 KZ0407
 KZ0407.The modeled gravity was interpolated from observed gravity values.
 KZ0407
 KZ0407;                    North         East    Units  Estimated Accuracy
 KZ0407;SPC OH N     -   107,870.      623,000.      MT  (+/- 180 meters Scaled)
 KZ0407
 KZ0407                          SUPERSEDED SURVEY CONTROL
 KZ0407
 KZ0407  NGVD 29 (??/??/92)  296.104  (m)          971.47   (f) ADJ UNCH    2 0
 KZ0407
 KZ0407.Superseded values are not recommended for survey control.
 KZ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0407.See file dsdata.txt to determine how the superseded data were derived.
 KZ0407
 KZ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE961992(NAD 83)
 KZ0407_MARKER: DB = BENCH MARK DISK
 KZ0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0407_SP_SET: CATCH BASIN
 KZ0407_STAMPING: E 258 1959
 KZ0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0407
 KZ0407  HISTORY     - Date     Condition        Report By
 KZ0407  HISTORY     - 1959     MONUMENTED       CGS
 KZ0407  HISTORY     - 1970     GOOD             NGS
 KZ0407
 KZ0407                          STATION DESCRIPTION
 KZ0407
 KZ0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0407'AT LOUDONVILLE.
 KZ0407'AT LOUDONVILLE, ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY
 KZ0407'3 FROM THE NORTH JUNCTION OF STATE HIGHWAY 60, AT THE INTERSECTION
 KZ0407'OF EAST WASHINGTON STREET (HIGHWAY 3) AND NORTH JEFFERSON STREET,
 KZ0407'19 1/2 FEET SOUTH OF THE CENTER LINE OF EAST WASHINGTON STREET,
 KZ0407'97 FEET WEST OF THE CENTER LINE OF NORTH JEFFERSON STREET, IN
 KZ0407'TOP OF THE NORTHWEST CORNER OF A 4-BY 6-FOOT CONCRETE CATCH
 KZ0407'BASIN, 5 1/2 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK,
 KZ0407'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KZ0407
 KZ0407                          STATION RECOVERY (1970)
 KZ0407
 KZ0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1633 ***********************************************************************
 KY1633  DESIGNATION -  E 259
 KY1633  PID         -  KY1633
 KY1633  STATE/COUNTY-  OH/HOLMES
 KY1633  USGS QUAD   -  MILLERSBURG (1994)
 KY1633
 KY1633                         *CURRENT SURVEY CONTROL
 KY1633  ___________________________________________________________________
 KY1633* NAD 83(1986)-  40 32 25.     (N)    081 55 09.     (W)     SCALED    
 KY1633* NAVD 88     -       247.347  (meters)     811.50   (feet)  ADJUSTED  
 KY1633  ___________________________________________________________________
 KY1633  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KY1633  DYNAMIC HT  -         247.229 (meters)     811.12  (feet)  COMP
 KY1633  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 KY1633
 KY1633  VERT ORDER  -  SECOND    CLASS 0
 KY1633
 KY1633.This mark is at Holmes County Airport (10G)
 KY1633
 KY1633.The horizontal coordinates were scaled from a topographic map and have
 KY1633.an estimated accuracy of +/- 6 seconds.
 KY1633
 KY1633.The orthometric height was determined by differential leveling
 KY1633.and adjusted by the National Geodetic Survey in June 1991..
 KY1633
 KY1633.The geoid height was determined by GEOID03.
 KY1633
 KY1633.The dynamic height is computed by dividing the NAVD 88
 KY1633.geopotential number by the normal gravity value computed on the
 KY1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1633.degrees latitude (g = 980.6199 gals.).
 KY1633
 KY1633.The modeled gravity was interpolated from observed gravity values.
 KY1633
 KY1633;                    North         East    Units  Estimated Accuracy
 KY1633;SPC OH N     -    97,180.      649,210.      MT  (+/- 180 meters Scaled)
 KY1633
 KY1633                          SUPERSEDED SURVEY CONTROL
 KY1633
 KY1633  NGVD 29 (??/??/92)  247.569  (m)          812.23   (f) ADJ UNCH    2 0
 KY1633
 KY1633.Superseded values are not recommended for survey control.
 KY1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1633.See file dsdata.txt to determine how the superseded data were derived.
 KY1633
 KY1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME221881(NAD 83)
 KY1633_MARKER: DB = BENCH MARK DISK
 KY1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1633_STAMPING: E 259 1959
 KY1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1633+STABILITY: SURFACE MOTION
 KY1633
 KY1633  HISTORY     - Date     Condition        Report By
 KY1633  HISTORY     - 1959     MONUMENTED       CGS
 KY1633  HISTORY     - 1973     GOOD             OHDT
 KY1633
 KY1633                          STATION DESCRIPTION
 KY1633
 KY1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1633'1 MI S FROM MILLERSBURG.
 KY1633'ABOUT 0.85 MILE SOUTH ALONG U.S. HIGHWAY 62 FROM THE COURTHOUSE
 KY1633'AT MILLERSBURG, THENCE ABOUT 0.15 MILE SOUTHWEST ALONG AN
 KY1633'AIRPORT ROAD, AT THE BRIAR HILL AIRPORT, ALONG THE WEST SIDE
 KY1633'OF THE RUNWAY, AT THE SOUTH ONE OF SEVERAL SMALL HANGARS (NINE
 KY1633'HANGARS), 1 1/2 FEET NORTH OF THE NORTHWEST CORNER OF HANGAR, 51
 KY1633'FEET WEST OF THE CENTER LINE OF A GRAVEL DRIVE ALONG THE WEST SIDE
 KY1633'OF THE RUNWAY, 2 FEET EAST OF A STEEL WITNESS POST, ABOUT LEVEL
 KY1633'WITH THE DRIVE AND RUNWAY, AND SET IN TOP OF A CONCRETE POST
 KY1633'PROJECTING ABOUT 3 INCHES.
 KY1633
 KY1633                          STATION RECOVERY (1973)
 KY1633
 KY1633'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KY1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1651 ***********************************************************************
 KZ1651  DESIGNATION -  E 26
 KZ1651  PID         -  KZ1651
 KZ1651  STATE/COUNTY-  OH/LOGAN
 KZ1651  USGS QUAD   -  EAST LIBERTY (1982)
 KZ1651
 KZ1651                         *CURRENT SURVEY CONTROL
 KZ1651  ___________________________________________________________________
 KZ1651* NAD 83(1986)-  40 19 41.     (N)    083 35 06.     (W)     SCALED    
 KZ1651* NAVD 88     -       342.889  (meters)    1124.96   (feet)  ADJUSTED  
 KZ1651  ___________________________________________________________________
 KZ1651  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KZ1651  DYNAMIC HT  -         342.705 (meters)    1124.36  (feet)  COMP
 KZ1651  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 KZ1651
 KZ1651  VERT ORDER  -  SECOND    CLASS 0
 KZ1651
 KZ1651.The horizontal coordinates were scaled from a topographic map and have
 KZ1651.an estimated accuracy of +/- 6 seconds.
 KZ1651
 KZ1651.The orthometric height was determined by differential leveling
 KZ1651.and adjusted by the National Geodetic Survey in June 1991..
 KZ1651
 KZ1651.The geoid height was determined by GEOID03.
 KZ1651
 KZ1651.The dynamic height is computed by dividing the NAVD 88
 KZ1651.geopotential number by the normal gravity value computed on the
 KZ1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1651.degrees latitude (g = 980.6199 gals.).
 KZ1651
 KZ1651.The modeled gravity was interpolated from observed gravity values.
 KZ1651
 KZ1651;                    North         East    Units  Estimated Accuracy
 KZ1651;SPC OH N     -    74,020.      507,790.      MT  (+/- 180 meters Scaled)
 KZ1651
 KZ1651                          SUPERSEDED SURVEY CONTROL
 KZ1651
 KZ1651  NGVD 29 (??/??/92)  343.08   (m)         1125.6    (f) COMPUTED    2 0
 KZ1651
 KZ1651.Superseded values are not recommended for survey control.
 KZ1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1651.See file dsdata.txt to determine how the superseded data were derived.
 KZ1651
 KZ1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE803673(NAD 83)
 KZ1651_MARKER: DB = BENCH MARK DISK
 KZ1651_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1651_SP_SET: BRIDGE
 KZ1651_STAMPING: E 26 1934
 KZ1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1651
 KZ1651  HISTORY     - Date     Condition        Report By
 KZ1651  HISTORY     - 1934     MONUMENTED       CGS
 KZ1651  HISTORY     - 1935     GOOD             NGS
 KZ1651  HISTORY     - 1971     GOOD             NGS
 KZ1651
 KZ1651                          STATION DESCRIPTION
 KZ1651
 KZ1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1651'AT EAST LIBERTY.
 KZ1651'ALONG THE ST. MARYS BRANCH OF THE OHIO DIVISION OF THE NEW YORK
 KZ1651'CENTRAL RAILROAD, ON SOUTH FACE OF NORTH RETAINING WALL BELOW
 KZ1651'OVERHEAD CONCRETE HIGHWAY BRIDGE (STATE HWY. NO. 32) 15.0 FEET NORTH
 KZ1651'OF NORTH RAIL, 4.7 FEET ABOVE GROUND, SET VERTICALLY.
 KZ1651
 KZ1651                          STATION RECOVERY (1971)
 KZ1651
 KZ1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1652 ***********************************************************************
 KZ1652  DESIGNATION -  E 26 RESET
 KZ1652  PID         -  KZ1652
 KZ1652  STATE/COUNTY-  OH/LOGAN
 KZ1652  USGS QUAD   -  EAST LIBERTY (1982)
 KZ1652
 KZ1652                         *CURRENT SURVEY CONTROL
 KZ1652  ___________________________________________________________________
 KZ1652* NAD 83(1986)-  40 19 41.     (N)    083 35 06.     (W)     SCALED    
 KZ1652* NAVD 88     -       348.67   (+/-2cm)    1143.9    (feet)  VERTCON   
 KZ1652  ___________________________________________________________________
 KZ1652  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KZ1652
 KZ1652  VERT ORDER  -  ? (See Below)
 KZ1652
 KZ1652.The horizontal coordinates were scaled from a topographic map and have
 KZ1652.an estimated accuracy of +/- 6 seconds.
 KZ1652
 KZ1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1652.The vertical order pertains to the NGVD 29 superseded value.
 KZ1652
 KZ1652.The geoid height was determined by GEOID03.
 KZ1652
 KZ1652;                    North         East    Units  Estimated Accuracy
 KZ1652;SPC OH N     -    74,020.      507,790.      MT  (+/- 180 meters Scaled)
 KZ1652
 KZ1652                          SUPERSEDED SURVEY CONTROL
 KZ1652
 KZ1652  NGVD 29 (??/??/92)  348.860  (m)         1144.55   (f) ADJ UNCH    ?  
 KZ1652
 KZ1652.Superseded values are not recommended for survey control.
 KZ1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1652.See file dsdata.txt to determine how the superseded data were derived.
 KZ1652
 KZ1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE803673(NAD 83)
 KZ1652_MARKER: DB = BENCH MARK DISK
 KZ1652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1652_SP_SET: CONCRETE TRUNCATED
 KZ1652_STAMPING: E 26 RESET 1960
 KZ1652_MARK LOGO: CGS   
 KZ1652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1652
 KZ1652  HISTORY     - Date     Condition        Report By
 KZ1652  HISTORY     - 1960     MONUMENTED       LOCENG
 KZ1652
 KZ1652                          STATION DESCRIPTION
 KZ1652
 KZ1652'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 KZ1652'AT EAST LIBERTY.
 KZ1652'THE MARK IS LOCATED AT EAST LIBERTY, AT THE INTERSECTION OF
 KZ1652'STATE ROUTE 347 AND COUNTY HIGHWAY NO. 271, 37.5 FEET SOUTHEAST
 KZ1652'OF THE CENTERLINE OF STATE ROUTE NO. 347 AND 47 FEET NORTHEAST
 KZ1652'OF THE CENTERLINE OF COUNTY HIGHWAY NO. 271, 12 INCHES ABOVE THE
 KZ1652'GROUND, AND SET IN THE TOP OF A 6 INCH CONCRETE TRUNCATED CONE
 KZ1652'4 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2033 ***********************************************************************
 KY2033  DESIGNATION -  E 261
 KY2033  PID         -  KY2033
 KY2033  STATE/COUNTY-  OH/HOLMES
 KY2033  USGS QUAD   -  HOLMESVILLE (1994)
 KY2033
 KY2033                         *CURRENT SURVEY CONTROL
 KY2033  ___________________________________________________________________
 KY2033* NAD 83(1986)-  40 37 38.     (N)    081 57 05.     (W)     SCALED    
 KY2033* NAVD 88     -       286.779  (meters)     940.87   (feet)  ADJUSTED  
 KY2033  ___________________________________________________________________
 KY2033  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KY2033  DYNAMIC HT  -         286.645 (meters)     940.43  (feet)  COMP
 KY2033  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 KY2033
 KY2033  VERT ORDER  -  SECOND    CLASS 0
 KY2033
 KY2033.The horizontal coordinates were scaled from a topographic map and have
 KY2033.an estimated accuracy of +/- 6 seconds.
 KY2033
 KY2033.The orthometric height was determined by differential leveling
 KY2033.and adjusted by the National Geodetic Survey in June 1991..
 KY2033
 KY2033.The geoid height was determined by GEOID03.
 KY2033
 KY2033.The dynamic height is computed by dividing the NAVD 88
 KY2033.geopotential number by the normal gravity value computed on the
 KY2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2033.degrees latitude (g = 980.6199 gals.).
 KY2033
 KY2033.The modeled gravity was interpolated from observed gravity values.
 KY2033
 KY2033;                    North         East    Units  Estimated Accuracy
 KY2033;SPC OH N     -   106,810.      646,420.      MT  (+/- 180 meters Scaled)
 KY2033
 KY2033                          SUPERSEDED SURVEY CONTROL
 KY2033
 KY2033  NGVD 29 (??/??/92)  286.989  (m)          941.56   (f) ADJ UNCH    2 0
 KY2033
 KY2033.Superseded values are not recommended for survey control.
 KY2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2033.See file dsdata.txt to determine how the superseded data were derived.
 KY2033
 KY2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME195978(NAD 83)
 KY2033_MARKER: DB = BENCH MARK DISK
 KY2033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY2033_SP_SET: CULVERT
 KY2033_STAMPING: E 261 1959
 KY2033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY2033
 KY2033  HISTORY     - Date     Condition        Report By
 KY2033  HISTORY     - 1959     MONUMENTED       CGS
 KY2033
 KY2033                          STATION DESCRIPTION
 KY2033
 KY2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY2033'1.8 MI NW FROM HOLMESVILLE.
 KY2033'ABOUT 0.8 MILE WEST ALONG COUNTY ROAD 320 FROM THE CHURCH OF
 KY2033'CHRIST AT HOLMESVILLE, THENCE ABOUT 0.95 MILE NORTHWEST ALONG
 KY2033'COUNTY ROAD 329, 0.7 MILE WEST OF THE JUNCTION OF COUNTY ROAD
 KY2033'153, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN TOP OF THE
 KY2033'NORTH HEAD WALL TO A 6-FOOT CONCRETE BOX CULVERT, 1 FOOT EAST
 KY2033'OF THE WEST END OF THE HEAD WALL, AND ABOUT 2 1/2 FEET BELOW
 KY2033'THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1580 ***********************************************************************
 KY1580  DESIGNATION -  E 262
 KY1580  PID         -  KY1580
 KY1580  STATE/COUNTY-  OH/WAYNE
 KY1580  USGS QUAD   -  WOOSTER (1994)
 KY1580
 KY1580                         *CURRENT SURVEY CONTROL
 KY1580  ___________________________________________________________________
 KY1580* NAD 83(1986)-  40 47 35.     (N)    081 56 10.     (W)     SCALED    
 KY1580* NAVD 88     -       265.386  (meters)     870.69   (feet)  ADJUSTED  
 KY1580  ___________________________________________________________________
 KY1580  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1580  DYNAMIC HT  -         265.266 (meters)     870.29  (feet)  COMP
 KY1580  MODELED GRAV-     980,166.2   (mgal)                       NAVD 88
 KY1580
 KY1580  VERT ORDER  -  SECOND    CLASS 0
 KY1580
 KY1580.The horizontal coordinates were scaled from a topographic map and have
 KY1580.an estimated accuracy of +/- 6 seconds.
 KY1580
 KY1580.The orthometric height was determined by differential leveling
 KY1580.and adjusted by the National Geodetic Survey in June 1991..
 KY1580
 KY1580.The geoid height was determined by GEOID03.
 KY1580
 KY1580.The dynamic height is computed by dividing the NAVD 88
 KY1580.geopotential number by the normal gravity value computed on the
 KY1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1580.degrees latitude (g = 980.6199 gals.).
 KY1580
 KY1580.The modeled gravity was interpolated from observed gravity values.
 KY1580
 KY1580;                    North         East    Units  Estimated Accuracy
 KY1580;SPC OH N     -   125,240.      647,590.      MT  (+/- 180 meters Scaled)
 KY1580
 KY1580                          SUPERSEDED SURVEY CONTROL
 KY1580
 KY1580  NGVD 29 (??/??/92)  265.597  (m)          871.38   (f) ADJ UNCH    2 0
 KY1580
 KY1580.Superseded values are not recommended for survey control.
 KY1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1580.See file dsdata.txt to determine how the superseded data were derived.
 KY1580
 KY1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF210162(NAD 83)
 KY1580_MARKER: DB = BENCH MARK DISK
 KY1580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1580_SP_SET: ABUTMENT
 KY1580_STAMPING: E 262 1959
 KY1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1580+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 KY1580
 KY1580  HISTORY     - Date     Condition        Report By
 KY1580  HISTORY     - 1959     MONUMENTED       CGS
 KY1580  HISTORY     - 1971     GOOD             OHDT
 KY1580  HISTORY     - 20030703 GOOD             OHDT
 KY1580
 KY1580                          STATION DESCRIPTION
 KY1580
 KY1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1580'AT WOOSTER.
 KY1580'AT WOOSTER, ABOUT 0.4 MILE SOUTH ALONG BEVER STREET FROM THE CITY
 KY1580'HALL, SET VERTICALLY IN THE EAST FACE OF THE SOUTH END OF
 KY1580'SOUTHWEST ABUTMENT OF PENNSYLVANIA RAILROAD OVERPASS OVER BEAVER
 KY1580'STREET, 16 FEET WEST OF WEST CURB OF BEAVER STREET, 46 FEET NORTH
 KY1580'OF SOUTH END OF ABUTMENT AND 3 FEET ABOVE GROUND.
 KY1580
 KY1580                          STATION RECOVERY (1971)
 KY1580
 KY1580'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1580'RECOVERED IN GOOD CONDITION.
 KY1580
 KY1580                          STATION RECOVERY (2003)
 KY1580
 KY1580'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 KY1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0686 ***********************************************************************
 KZ0686  DESIGNATION -  E 263
 KZ0686  PID         -  KZ0686
 KZ0686  STATE/COUNTY-  OH/KNOX
 KZ0686  USGS QUAD   -  DANVILLE (1982)
 KZ0686
 KZ0686                         *CURRENT SURVEY CONTROL
 KZ0686  ___________________________________________________________________
 KZ0686* NAD 83(1986)-  40 26 42.     (N)    082 15 37.     (W)     SCALED    
 KZ0686* NAVD 88     -       294.312  (meters)     965.59   (feet)  ADJUSTED  
 KZ0686  ___________________________________________________________________
 KZ0686  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KZ0686  DYNAMIC HT  -         294.166 (meters)     965.11  (feet)  COMP
 KZ0686  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 KZ0686
 KZ0686  VERT ORDER  -  SECOND    CLASS 0
 KZ0686
 KZ0686.The horizontal coordinates were scaled from a topographic map and have
 KZ0686.an estimated accuracy of +/- 6 seconds.
 KZ0686
 KZ0686.The orthometric height was determined by differential leveling
 KZ0686.and adjusted by the National Geodetic Survey in June 1991..
 KZ0686
 KZ0686.The geoid height was determined by GEOID03.
 KZ0686
 KZ0686.The dynamic height is computed by dividing the NAVD 88
 KZ0686.geopotential number by the normal gravity value computed on the
 KZ0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0686.degrees latitude (g = 980.6199 gals.).
 KZ0686
 KZ0686.The modeled gravity was interpolated from observed gravity values.
 KZ0686
 KZ0686;                    North         East    Units  Estimated Accuracy
 KZ0686;SPC OH N     -    86,460.      620,340.      MT  (+/- 180 meters Scaled)
 KZ0686
 KZ0686                          SUPERSEDED SURVEY CONTROL
 KZ0686
 KZ0686  NGVD 29 (??/??/92)  294.516  (m)          966.26   (f) ADJ UNCH    2 0
 KZ0686
 KZ0686.Superseded values are not recommended for survey control.
 KZ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0686.See file dsdata.txt to determine how the superseded data were derived.
 KZ0686
 KZ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE931779(NAD 83)
 KZ0686_MARKER: DB = BENCH MARK DISK
 KZ0686_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ0686_SP_SET: 43.6 FEET
 KZ0686_STAMPING: E 263 1959
 KZ0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0686
 KZ0686  HISTORY     - Date     Condition        Report By
 KZ0686  HISTORY     - 1959     MONUMENTED       CGS
 KZ0686
 KZ0686                          STATION DESCRIPTION
 KZ0686
 KZ0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0686'AT DANVILLE.
 KZ0686'AT DANVILLE, ALONG THE PENNSYLVANIA RAILROAD, BETWEEN THE
 KZ0686'STATION AND U.S. HIGHWAY 62, AT THE EAST EDGE OF THE ROCK BASE
 KZ0686'TO AN OLD ABANDONED LIGHT POST, 37.7 FEET SOUTHEAST OF THE SOUTHEAST
 KZ0686'RAIL, 89 1/2 FEET EAST OF THE CENTER LINE OF CROSSING OF U.S.
 KZ0686'HIGHWAY 62, 1 FOOT EAST OF THE EAST EDGE OF THE ROCK BASE, 57 1/2
 KZ0686'FEET SOUTHWEST OF THE SOUTH CORNER OF THE STATION, 31 FEET
 KZ0686'NORTHEAST OF THE CENTER LINE OF A BLACK TOP STREET PARALLELING
 KZ0686'THE TRACK, 5 FEET SOUTHWEST OF THE SOUTH CORNER OF THE SOUTHWEST
 KZ0686'ONE OF TWO BATTERY BOXES, 1 FOOT BELOW THE LEVEL OF THE TRACK,
 KZ0686'AND IS A DISK ON A COPPER-COATED STEEL ROD PROJECTING 1 INCH
 KZ0686'AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 2 INCHES.  THE
 KZ0686'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 43.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0348 ***********************************************************************
 KZ0348  DESIGNATION -  E 264
 KZ0348  PID         -  KZ0348
 KZ0348  STATE/COUNTY-  OH/ASHLAND
 KZ0348  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0348
 KZ0348                         *CURRENT SURVEY CONTROL
 KZ0348  ___________________________________________________________________
 KZ0348* NAD 83(1986)-  40 43 19.     (N)    082 12 49.     (W)     SCALED    
 KZ0348* NAVD 88     -       370.630  (meters)    1215.98   (feet)  ADJUSTED  
 KZ0348  ___________________________________________________________________
 KZ0348  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KZ0348  DYNAMIC HT  -         370.456 (meters)    1215.40  (feet)  COMP
 KZ0348  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 KZ0348
 KZ0348  VERT ORDER  -  SECOND    CLASS 0
 KZ0348
 KZ0348.The horizontal coordinates were scaled from a topographic map and have
 KZ0348.an estimated accuracy of +/- 6 seconds.
 KZ0348
 KZ0348.The orthometric height was determined by differential leveling
 KZ0348.and adjusted by the National Geodetic Survey in June 1991..
 KZ0348
 KZ0348.The geoid height was determined by GEOID03.
 KZ0348
 KZ0348.The dynamic height is computed by dividing the NAVD 88
 KZ0348.geopotential number by the normal gravity value computed on the
 KZ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0348.degrees latitude (g = 980.6199 gals.).
 KZ0348
 KZ0348.The modeled gravity was interpolated from observed gravity values.
 KZ0348
 KZ0348;                    North         East    Units  Estimated Accuracy
 KZ0348;SPC OH N     -   117,220.      624,200.      MT  (+/- 180 meters Scaled)
 KZ0348
 KZ0348                          SUPERSEDED SURVEY CONTROL
 KZ0348
 KZ0348  NGVD 29 (??/??/92)  370.815  (m)         1216.58   (f) ADJ UNCH    2 0
 KZ0348
 KZ0348.Superseded values are not recommended for survey control.
 KZ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0348.See file dsdata.txt to determine how the superseded data were derived.
 KZ0348
 KZ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF975085(NAD 83)
 KZ0348_MARKER: DB = BENCH MARK DISK
 KZ0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0348_SP_SET: ABUTMENT
 KZ0348_STAMPING: E 264 1959
 KZ0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0348
 KZ0348  HISTORY     - Date     Condition        Report By
 KZ0348  HISTORY     - 1959     MONUMENTED       CGS
 KZ0348
 KZ0348                          STATION DESCRIPTION
 KZ0348
 KZ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0348'1.3 MI SW FROM MOHICANVILLE.
 KZ0348'ABOUT 1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 95 FROM THE
 KZ0348'INTERSECTION OF STATE HIGHWAY 179 AT MOHICANVILLE, 0.5 MILE
 KZ0348'EAST OF THE INTERSECTION OF COUNTY ROAD 128 AND A SMALL CEMETERY
 KZ0348'SOUTH OF THE HIGHWAY, ABOUT 55 YARDS WEST OF THE JUNCTION OF
 KZ0348'COUNTY ROAD 129, 33 FEET NORTH OF THE CENTER LINE OF THE
 KZ0348'HIGHWAY, IN TOP OF THE TOP STEP OF THE NORTH END OF THE EAST
 KZ0348'ABUTMENT TO A 12-FOOT CONCRETE BRIDGE OVER A VERY SMALL STREAM,
 KZ0348'2 1/2 FEET SOUTH OF THE NORTH END OF THE STEP, AND ABOUT 4 FEET
 KZ0348'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0767 ***********************************************************************
 KZ0767  DESIGNATION -  E 265
 KZ0767  PID         -  KZ0767
 KZ0767  STATE/COUNTY-  OH/KNOX
 KZ0767  USGS QUAD   -  MT VERNON (1982)
 KZ0767
 KZ0767                         *CURRENT SURVEY CONTROL
 KZ0767  ___________________________________________________________________
 KZ0767* NAD 83(1986)-  40 29 36.     (N)    082 24 02.     (W)     SCALED    
 KZ0767* NAVD 88     -       384.446  (meters)    1261.30   (feet)  ADJUSTED  
 KZ0767  ___________________________________________________________________
 KZ0767  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KZ0767  DYNAMIC HT  -         384.251 (meters)    1260.66  (feet)  COMP
 KZ0767  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 KZ0767
 KZ0767  VERT ORDER  -  SECOND    CLASS 0
 KZ0767
 KZ0767.The horizontal coordinates were scaled from a topographic map and have
 KZ0767.an estimated accuracy of +/- 6 seconds.
 KZ0767
 KZ0767.The orthometric height was determined by differential leveling
 KZ0767.and adjusted by the National Geodetic Survey in June 1991..
 KZ0767
 KZ0767.The geoid height was determined by GEOID03.
 KZ0767
 KZ0767.The dynamic height is computed by dividing the NAVD 88
 KZ0767.geopotential number by the normal gravity value computed on the
 KZ0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0767.degrees latitude (g = 980.6199 gals.).
 KZ0767
 KZ0767.The modeled gravity was interpolated from observed gravity values.
 KZ0767
 KZ0767;                    North         East    Units  Estimated Accuracy
 KZ0767;SPC OH N     -    91,800.      608,430.      MT  (+/- 180 meters Scaled)
 KZ0767
 KZ0767                          SUPERSEDED SURVEY CONTROL
 KZ0767
 KZ0767  NGVD 29 (??/??/92)  384.616  (m)         1261.86   (f) ADJ UNCH    2 0
 KZ0767
 KZ0767.Superseded values are not recommended for survey control.
 KZ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0767.See file dsdata.txt to determine how the superseded data were derived.
 KZ0767
 KZ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE813834(NAD 83)
 KZ0767_MARKER: DB = BENCH MARK DISK
 KZ0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0767_STAMPING: E 265 1959
 KZ0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0767+STABILITY: SURFACE MOTION
 KZ0767
 KZ0767  HISTORY     - Date     Condition        Report By
 KZ0767  HISTORY     - 1959     MONUMENTED       CGS
 KZ0767
 KZ0767                          STATION DESCRIPTION
 KZ0767
 KZ0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0767'2.6 MI NW FROM AMITY.
 KZ0767'ABOUT 2.55 MILES NORTHWEST ALONG KNOX COUNTY 14 FROM THE
 KZ0767'INTERSECTION OF STATE HIGHWAY 3 AT AMITY, 0.15 MILE EAST OF
 KZ0767'SIX CORNERS (INTERSECTION OF ROAD 14 AND TWO OTHER ROADS),
 KZ0767'20 FEET SOUTH OF THE CENTER LINE OF ROAD 14, 2 FEET WEST-SOUTHWEST
 KZ0767'OF A FENCE CORNER AND NORTHWEST CORNER OF WOODS, 1 1/2 FEET
 KZ0767'SOUTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 KZ0767'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0448 ***********************************************************************
 KZ0448  DESIGNATION -  E 266
 KZ0448  PID         -  KZ0448
 KZ0448  STATE/COUNTY-  OH/KNOX
 KZ0448  USGS QUAD   -  GREER (1978)
 KZ0448
 KZ0448                         *CURRENT SURVEY CONTROL
 KZ0448  ___________________________________________________________________
 KZ0448* NAD 83(1986)-  40 32 03.     (N)    082 13 38.     (W)     SCALED    
 KZ0448* NAVD 88     -       306.109  (meters)    1004.29   (feet)  ADJUSTED  
 KZ0448  ___________________________________________________________________
 KZ0448  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KZ0448  DYNAMIC HT  -         305.957 (meters)    1003.79  (feet)  COMP
 KZ0448  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 KZ0448
 KZ0448  VERT ORDER  -  SECOND    CLASS 0
 KZ0448
 KZ0448.The horizontal coordinates were scaled from a topographic map and have
 KZ0448.an estimated accuracy of +/- 6 seconds.
 KZ0448
 KZ0448.The orthometric height was determined by differential leveling
 KZ0448.and adjusted by the National Geodetic Survey in June 1991..
 KZ0448
 KZ0448.The geoid height was determined by GEOID03.
 KZ0448
 KZ0448.The dynamic height is computed by dividing the NAVD 88
 KZ0448.geopotential number by the normal gravity value computed on the
 KZ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0448.degrees latitude (g = 980.6199 gals.).
 KZ0448
 KZ0448.The modeled gravity was interpolated from observed gravity values.
 KZ0448
 KZ0448;                    North         East    Units  Estimated Accuracy
 KZ0448;SPC OH N     -    96,370.      623,110.      MT  (+/- 180 meters Scaled)
 KZ0448
 KZ0448                          SUPERSEDED SURVEY CONTROL
 KZ0448
 KZ0448  NGVD 29 (??/??/92)  306.300  (m)         1004.92   (f) ADJ UNCH    2 0
 KZ0448
 KZ0448.Superseded values are not recommended for survey control.
 KZ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0448.See file dsdata.txt to determine how the superseded data were derived.
 KZ0448
 KZ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE960877(NAD 83)
 KZ0448_MARKER: DB = BENCH MARK DISK
 KZ0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0448_STAMPING: E 266 1959
 KZ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0448+STABILITY: SURFACE MOTION
 KZ0448
 KZ0448  HISTORY     - Date     Condition        Report By
 KZ0448  HISTORY     - 1959     MONUMENTED       CGS
 KZ0448  HISTORY     - 1971     GOOD             NGS
 KZ0448
 KZ0448                          STATION DESCRIPTION
 KZ0448
 KZ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0448'2.8 MI NW FROM GREER.
 KZ0448'ABOUT 0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 514 FROM THE WEST
 KZ0448'END OF BRIDGE OVER MOHICAN RIVER AT GREER, THENCE ABOUT 1.85
 KZ0448'MILES NORTHWEST ALONG COUNTY ROAD 43, 0.9 MILE SOUTHEAST OF
 KZ0448'JEFFERSON GRANGE, 24 FEET EAST-NORTHEAST OF CENTER LINE OF ROAD
 KZ0448'43, 1 FOOT WEST-SOUTHWEST OF A WIRE FENCE, 36 FEET
 KZ0448'NORTH-NORTHWEST OF FENCE CORNER, 47 FEET NORTHWEST OF CENTER
 KZ0448'LINE OF A PRIVATE GRAVEL ROAD LEADING NORTHEAST, 81 FEET
 KZ0448'NORTH-NORTHWEST OF THE NORTH-NORTHWEST END OF THE EAST-NORTHEAST
 KZ0448'HEAD WALL OF AN ARCHED STONE MASONRY BRIDGE UNDER ROAD 43 FOR A
 KZ0448'CREEK BRANCH, 49 FEET EAST-NORTHEAST OF AND ACROSS THE ROAD
 KZ0448'FROM POWER LINE POLE 5347 55-1, 54 FEET SOUTHEAST OF THE
 KZ0448'CENTER OF JUNCTION OF A DRIVE LEADING WEST-SOUTHWEST AND DOWN
 KZ0448'HILL TO A FARM, 12 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET
 KZ0448'NORTHWEST OF A STEEL WITNESS POST, ABOUT 1/2 FOOT BELOW THE
 KZ0448'LEVEL OF ROAD 43, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KZ0448'3 INCHES.
 KZ0448
 KZ0448                          STATION RECOVERY (1971)
 KZ0448
 KZ0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0772 ***********************************************************************
 KZ0772  DESIGNATION -  E 267
 KZ0772  PID         -  KZ0772
 KZ0772  STATE/COUNTY-  OH/KNOX
 KZ0772  USGS QUAD   -  DANVILLE (1982)
 KZ0772
 KZ0772                         *CURRENT SURVEY CONTROL
 KZ0772  ___________________________________________________________________
 KZ0772* NAD 83(1986)-  40 28 06.     (N)    082 20 45.     (W)     SCALED    
 KZ0772* NAVD 88     -       324.307  (meters)    1064.00   (feet)  ADJUSTED  
 KZ0772  ___________________________________________________________________
 KZ0772  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KZ0772  DYNAMIC HT  -         324.143 (meters)    1063.46  (feet)  COMP
 KZ0772  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 KZ0772
 KZ0772  VERT ORDER  -  SECOND    CLASS 0
 KZ0772
 KZ0772.The horizontal coordinates were scaled from a topographic map and have
 KZ0772.an estimated accuracy of +/- 6 seconds.
 KZ0772
 KZ0772.The orthometric height was determined by differential leveling
 KZ0772.and adjusted by the National Geodetic Survey in June 1991..
 KZ0772
 KZ0772.The geoid height was determined by GEOID03.
 KZ0772
 KZ0772.The dynamic height is computed by dividing the NAVD 88
 KZ0772.geopotential number by the normal gravity value computed on the
 KZ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0772.degrees latitude (g = 980.6199 gals.).
 KZ0772
 KZ0772.The modeled gravity was interpolated from observed gravity values.
 KZ0772
 KZ0772;                    North         East    Units  Estimated Accuracy
 KZ0772;SPC OH N     -    89,030.      613,070.      MT  (+/- 180 meters Scaled)
 KZ0772
 KZ0772                          SUPERSEDED SURVEY CONTROL
 KZ0772
 KZ0772  NGVD 29 (??/??/92)  324.486  (m)         1064.58   (f) ADJ UNCH    2 0
 KZ0772
 KZ0772.Superseded values are not recommended for survey control.
 KZ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0772.See file dsdata.txt to determine how the superseded data were derived.
 KZ0772
 KZ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE859806(NAD 83)
 KZ0772_MARKER: DB = BENCH MARK DISK
 KZ0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0772_STAMPING: E 267 1959
 KZ0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0772+STABILITY: SURFACE MOTION
 KZ0772
 KZ0772  HISTORY     - Date     Condition        Report By
 KZ0772  HISTORY     - 1959     MONUMENTED       CGS
 KZ0772
 KZ0772                          STATION DESCRIPTION
 KZ0772
 KZ0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0772'1.8 MI E FROM AMITY.
 KZ0772'ABOUT 1.75 MILES EAST ALONG KNOX COUNTY ROAD 14 FROM THE
 KZ0772'HIGH SCHOOL AT AMITY, 1.95 MILES EAST OF THE INTERSECTION OF
 KZ0772'STATE HIGHWAY 3, 0.3 MILE WEST OF THE JUNCTION OF ROAD 35
 KZ0772'LEADING SOUTH, 0.2 MILE WEST OF THE JUNCTION OF ROAD 35 LEADING
 KZ0772'NORTH, 20 1/2 FEET SOUTH OF THE CENTER LINE OF ROAD 14, 4 FEET
 KZ0772'EAST OF A FENCE CORNER, 6 1/I FEET NORTH OF A 24-INCH WILD
 KZ0772'CHERRY TREE, 17 FEET WEST OF THE CENTER LINE OF A FIELD ROAD
 KZ0772'LEADING SOUTH, 2 FEET EAST-SOUTHEAST OF A STEEL WITNESS POST,
 KZ0772'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KZ0772'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1129 ***********************************************************************
 KZ1129  DESIGNATION -  E 268
 KZ1129  PID         -  KZ1129
 KZ1129  STATE/COUNTY-  OH/RICHLAND
 KZ1129  USGS QUAD   -  MANSFIELD SOUTH (1984)
 KZ1129
 KZ1129                         *CURRENT SURVEY CONTROL
 KZ1129  ___________________________________________________________________
 KZ1129* NAD 83(1986)-  40 42 42.     (N)    082 34 44.     (W)     SCALED    
 KZ1129* NAVD 88     -       379.449  (meters)    1244.91   (feet)  ADJUSTED  
 KZ1129  ___________________________________________________________________
 KZ1129  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ1129  DYNAMIC HT  -         379.260 (meters)    1244.29  (feet)  COMP
 KZ1129  MODELED GRAV-     980,115.6   (mgal)                       NAVD 88
 KZ1129
 KZ1129  VERT ORDER  -  SECOND    CLASS 0
 KZ1129
 KZ1129.The horizontal coordinates were scaled from a topographic map and have
 KZ1129.an estimated accuracy of +/- 6 seconds.
 KZ1129
 KZ1129.The orthometric height was determined by differential leveling
 KZ1129.and adjusted by the National Geodetic Survey in June 1991..
 KZ1129
 KZ1129.The geoid height was determined by GEOID03.
 KZ1129
 KZ1129.The dynamic height is computed by dividing the NAVD 88
 KZ1129.geopotential number by the normal gravity value computed on the
 KZ1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1129.degrees latitude (g = 980.6199 gals.).
 KZ1129
 KZ1129.The modeled gravity was interpolated from observed gravity values.
 KZ1129
 KZ1129;                    North         East    Units  Estimated Accuracy
 KZ1129;SPC OH N     -   116,050.      593,330.      MT  (+/- 180 meters Scaled)
 KZ1129
 KZ1129                          SUPERSEDED SURVEY CONTROL
 KZ1129
 KZ1129  NGVD 29 (??/??/92)  379.594  (m)         1245.38   (f) ADJ UNCH    2 0
 KZ1129
 KZ1129.Superseded values are not recommended for survey control.
 KZ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1129.See file dsdata.txt to determine how the superseded data were derived.
 KZ1129
 KZ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF666079(NAD 83)
 KZ1129_MARKER: DB = BENCH MARK DISK
 KZ1129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1129_SP_SET: ABUTMENT
 KZ1129_STAMPING: E 268 1959
 KZ1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1129
 KZ1129  HISTORY     - Date     Condition        Report By
 KZ1129  HISTORY     - 1959     MONUMENTED       CGS
 KZ1129  HISTORY     - 1973     GOOD             OHDT
 KZ1129
 KZ1129                          STATION DESCRIPTION
 KZ1129
 KZ1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1129'2.3 MI N FROM LEXINGTON.
 KZ1129'ABOUT 2.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ1129'THE STATION AT LEXINGTON, AT MILEAGEPOLE 55+23, 7 1/2 FEET EAST
 KZ1129'OF THE EAST RAIL, IN TOP OF THE EAST END OF THE BACK WALL OF
 KZ1129'SOUTH CONCRETE ABUTMENT OF RAILROAD BRIDGE OVER A CREEK BRANCH,
 KZ1129'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- HAS WITNESS
 KZ1129'POST.
 KZ1129
 KZ1129                          STATION RECOVERY (1973)
 KZ1129
 KZ1129'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1353 ***********************************************************************
 KZ1353  DESIGNATION -  E 269
 KZ1353  PID         -  KZ1353
 KZ1353  STATE/COUNTY-  OH/RICHLAND
 KZ1353  USGS QUAD   -  BLOOMING GROVE (1987)
 KZ1353
 KZ1353                         *CURRENT SURVEY CONTROL
 KZ1353  ___________________________________________________________________
 KZ1353* NAD 83(1986)-  40 44 07.     (N)    082 39 58.     (W)     SCALED    
 KZ1353* NAVD 88     -       378.450  (meters)    1241.63   (feet)  ADJUSTED  
 KZ1353  ___________________________________________________________________
 KZ1353  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KZ1353  DYNAMIC HT  -         378.260 (meters)    1241.01  (feet)  COMP
 KZ1353  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 KZ1353
 KZ1353  VERT ORDER  -  SECOND    CLASS 0
 KZ1353
 KZ1353.The horizontal coordinates were scaled from a topographic map and have
 KZ1353.an estimated accuracy of +/- 6 seconds.
 KZ1353
 KZ1353.The orthometric height was determined by differential leveling
 KZ1353.and adjusted by the National Geodetic Survey in June 1991..
 KZ1353
 KZ1353.The geoid height was determined by GEOID03.
 KZ1353
 KZ1353.The dynamic height is computed by dividing the NAVD 88
 KZ1353.geopotential number by the normal gravity value computed on the
 KZ1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1353.degrees latitude (g = 980.6199 gals.).
 KZ1353
 KZ1353.The modeled gravity was interpolated from observed gravity values.
 KZ1353
 KZ1353;                    North         East    Units  Estimated Accuracy
 KZ1353;SPC OH N     -   118,680.      585,970.      MT  (+/- 180 meters Scaled)
 KZ1353
 KZ1353                          SUPERSEDED SURVEY CONTROL
 KZ1353
 KZ1353  NGVD 29 (??/??/92)  378.587  (m)         1242.08   (f) ADJ UNCH    2 0
 KZ1353
 KZ1353.Superseded values are not recommended for survey control.
 KZ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1353.See file dsdata.txt to determine how the superseded data were derived.
 KZ1353
 KZ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF593107(NAD 83)
 KZ1353_MARKER: DB = BENCH MARK DISK
 KZ1353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1353_SP_SET: ABUTMENT
 KZ1353_STAMPING: E 269 1959
 KZ1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1353
 KZ1353  HISTORY     - Date     Condition        Report By
 KZ1353  HISTORY     - 1959     MONUMENTED       CGS
 KZ1353  HISTORY     - 1973     GOOD             OHDT
 KZ1353  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KZ1353  HISTORY     - 20040528 MARK NOT FOUND   USPSQD
 KZ1353
 KZ1353                          STATION DESCRIPTION
 KZ1353
 KZ1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1353'1.8 MI S FROM ONTARIO.
 KZ1353'ABOUT 1.75 MILES SOUTH ALONG STATE HIGHWAY 314 FROM THE
 KZ1353'INTERSECTION OF U.S. HIGHWAY 30 SOUTH AT ONTARIO, 37 YARDS
 KZ1353'SOUTH OF THE INTERSECTION OF MILSBORO W. ROAD, 17 1/2 FEET
 KZ1353'WEST OF THE CENTER LINE OF HIGHWAY, IN TOP AND FIRST STEP
 KZ1353'DOWN OF THE WEST END OF THE NORTH ABUTMENT OF A 20-FOOT
 KZ1353'CONCRETE BRIDGE OVER A CREEK BRANCH, 4 FEET WEST OF CONCRETE
 KZ1353'BANISTER, AND ABOUT 1 FOOT BELOW THE LEVEL OF HIGHWAY.
 KZ1353
 KZ1353                          STATION RECOVERY (1973)
 KZ1353
 KZ1353'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1353'RECOVERED IN GOOD CONDITION.
 KZ1353
 KZ1353                          STATION RECOVERY (1990)
 KZ1353
 KZ1353'RECOVERY NOTE BY US POWER SQUADRON 1990 (ES)
 KZ1353'MARK NOT FOUND.
 KZ1353
 KZ1353                          STATION RECOVERY (2004)
 KZ1353
 KZ1353'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1353'ABUTMENT HAS BEEN REPLACED AND METEL GUARDRAIL IS NOW IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0732 ***********************************************************************
 KZ0732  DESIGNATION -  E 27
 KZ0732  PID         -  KZ0732
 KZ0732  STATE/COUNTY-  OH/LICKING
 KZ0732  USGS QUAD   -  NEWARK (1982)
 KZ0732
 KZ0732                         *CURRENT SURVEY CONTROL
 KZ0732  ___________________________________________________________________
 KZ0732* NAD 83(1986)-  40 03 18.     (N)    082 23 58.     (W)     SCALED    
 KZ0732* NAVD 88     -       253.407  (meters)     831.39   (feet)  ADJUSTED  
 KZ0732  ___________________________________________________________________
 KZ0732  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0732  DYNAMIC HT  -         253.267 (meters)     830.93  (feet)  COMP
 KZ0732  MODELED GRAV-     980,066.4   (mgal)                       NAVD 88
 KZ0732
 KZ0732  VERT ORDER  -  SECOND    CLASS 0
 KZ0732
 KZ0732.The horizontal coordinates were scaled from a topographic map and have
 KZ0732.an estimated accuracy of +/- 6 seconds.
 KZ0732
 KZ0732.The orthometric height was determined by differential leveling
 KZ0732.and adjusted by the National Geodetic Survey in June 1991..
 KZ0732
 KZ0732.The geoid height was determined by GEOID03.
 KZ0732
 KZ0732.The dynamic height is computed by dividing the NAVD 88
 KZ0732.geopotential number by the normal gravity value computed on the
 KZ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0732.degrees latitude (g = 980.6199 gals.).
 KZ0732
 KZ0732.The modeled gravity was interpolated from observed gravity values.
 KZ0732
 KZ0732;                    North         East    Units  Estimated Accuracy
 KZ0732;SPC OH S     -   228,150.      608,580.      MT  (+/- 180 meters Scaled)
 KZ0732
 KZ0732                          SUPERSEDED SURVEY CONTROL
 KZ0732
 KZ0732  NGVD 29 (??/??/92)  253.605  (m)          832.04   (f) ADJ UNCH    2 0
 KZ0732
 KZ0732.Superseded values are not recommended for survey control.
 KZ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0732.See file dsdata.txt to determine how the superseded data were derived.
 KZ0732
 KZ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE806348(NAD 83)
 KZ0732_MARKER: DB = BENCH MARK DISK
 KZ0732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0732_SP_SET: BRIDGE
 KZ0732_STAMPING: E 27 1934
 KZ0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0732
 KZ0732  HISTORY     - Date     Condition        Report By
 KZ0732  HISTORY     - 1934     MONUMENTED       CGS
 KZ0732
 KZ0732                          STATION DESCRIPTION
 KZ0732
 KZ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ0732'AT NEWARK.
 KZ0732'AT NEWARK, LICKING COUNTY, 100 YARDS SOUTHEAST OF THE
 KZ0732'PENNSYLVANIA RAILROAD STATION, AT THE SOUTH CORNER OF A BRIDGE
 KZ0732'OVER SOUTH SECOND STREET, IN THE TOP OF THE TOP SECTION OF THE
 KZ0732'SOUTHWEST CONCRETE WING WALL, 42 FEET SOUTH OF THE SOUTH RAIL
 KZ0732'OF THE MAIN TRACK, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KZ0732'STREET, AND 18 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 KZ0732'STAMPED E 27 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1366 ***********************************************************************
 KZ1366  DESIGNATION -  E 270
 KZ1366  PID         -  KZ1366
 KZ1366  STATE/COUNTY-  OH/RICHLAND
 KZ1366  USGS QUAD   -  CRESTLINE (1982)
 KZ1366
 KZ1366                         *CURRENT SURVEY CONTROL
 KZ1366  ___________________________________________________________________
 KZ1366* NAD 83(1986)-  40 47 34.     (N)    082 41 45.     (W)     SCALED    
 KZ1366* NAVD 88     -       359.095  (meters)    1178.13   (feet)  ADJUSTED  
 KZ1366  ___________________________________________________________________
 KZ1366  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KZ1366  DYNAMIC HT  -         358.917 (meters)    1177.55  (feet)  COMP
 KZ1366  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 KZ1366
 KZ1366  VERT ORDER  -  SECOND    CLASS 0
 KZ1366
 KZ1366.The horizontal coordinates were scaled from a topographic map and have
 KZ1366.an estimated accuracy of +/- 6 seconds.
 KZ1366
 KZ1366.The orthometric height was determined by differential leveling
 KZ1366.and adjusted by the National Geodetic Survey in June 1991..
 KZ1366
 KZ1366.The geoid height was determined by GEOID03.
 KZ1366
 KZ1366.The dynamic height is computed by dividing the NAVD 88
 KZ1366.geopotential number by the normal gravity value computed on the
 KZ1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1366.degrees latitude (g = 980.6199 gals.).
 KZ1366
 KZ1366.The modeled gravity was interpolated from observed gravity values.
 KZ1366
 KZ1366;                    North         East    Units  Estimated Accuracy
 KZ1366;SPC OH N     -   125,070.      583,470.      MT  (+/- 180 meters Scaled)
 KZ1366
 KZ1366                          SUPERSEDED SURVEY CONTROL
 KZ1366
 KZ1366  NGVD 29 (??/??/92)  359.231  (m)         1178.58   (f) ADJ UNCH    2 0
 KZ1366
 KZ1366.Superseded values are not recommended for survey control.
 KZ1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1366.See file dsdata.txt to determine how the superseded data were derived.
 KZ1366
 KZ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF569171(NAD 83)
 KZ1366_MARKER: DB = BENCH MARK DISK
 KZ1366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1366_SP_SET: ABUTMENT
 KZ1366_STAMPING: E 270 1959
 KZ1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1366
 KZ1366  HISTORY     - Date     Condition        Report By
 KZ1366  HISTORY     - 1959     MONUMENTED       CGS
 KZ1366  HISTORY     - 1973     GOOD             OHDT
 KZ1366  HISTORY     - 1987     GOOD             OHDT
 KZ1366  HISTORY     - 1990     GOOD             USPSQD
 KZ1366
 KZ1366                          STATION DESCRIPTION
 KZ1366
 KZ1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1366'2.2 MI NE FROM CRESTLINE.
 KZ1366'ABOUT 2.2 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KZ1366'THE CROSSING OF THE NEW YORK CENTRAL RAILROAD AT CRESTLINE,
 KZ1366'0.35 MILE WEST-SOUTHWEST OF MILEPOST 186, 0.1 MILE
 KZ1366'EAST-NORTHEAST OF THE CROSSING OF HORNING ROAD, 6 1/2 FEET
 KZ1366'NORTH-NORTHWEST OF THE NORTH-NORTHWEST RAIL OF THE NORTH-NORTHWEST
 KZ1366'TRACK OF THREE TRACKS, IN TOP OF THE NORTH END OF THE WEST
 KZ1366'ABUTMENT OF A 20-FOOT CONCRETE BRIDGE ON CONCRETE AND STONE
 KZ1366'ABUTMENTS, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF TRACK.
 KZ1366
 KZ1366                          STATION RECOVERY (1973)
 KZ1366
 KZ1366'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1366'RECOVERED IN GOOD CONDITION.
 KZ1366
 KZ1366                          STATION RECOVERY (1987)
 KZ1366
 KZ1366'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1366'RECOVERED IN GOOD CONDITION.
 KZ1366
 KZ1366                          STATION RECOVERY (1990)
 KZ1366
 KZ1366'RECOVERY NOTE BY US POWER SQUADRON 1990 (DE)
 KZ1366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1256 ***********************************************************************
 KZ1256  DESIGNATION -  E 271
 KZ1256  PID         -  KZ1256
 KZ1256  STATE/COUNTY-  OH/MORROW
 KZ1256  USGS QUAD   -  GALION (1973)
 KZ1256
 KZ1256                         *CURRENT SURVEY CONTROL
 KZ1256  ___________________________________________________________________
 KZ1256* NAD 83(1986)-  40 40 07.     (N)    082 48 07.     (W)     SCALED    
 KZ1256* NAVD 88     -       359.129  (meters)    1178.24   (feet)  ADJUSTED  
 KZ1256  ___________________________________________________________________
 KZ1256  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KZ1256  DYNAMIC HT  -         358.949 (meters)    1177.65  (feet)  COMP
 KZ1256  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 KZ1256
 KZ1256  VERT ORDER  -  SECOND    CLASS 0
 KZ1256
 KZ1256.The horizontal coordinates were scaled from a topographic map and have
 KZ1256.an estimated accuracy of +/- 6 seconds.
 KZ1256
 KZ1256.The orthometric height was determined by differential leveling
 KZ1256.and adjusted by the National Geodetic Survey in June 1991..
 KZ1256
 KZ1256.The geoid height was determined by GEOID03.
 KZ1256
 KZ1256.The dynamic height is computed by dividing the NAVD 88
 KZ1256.geopotential number by the normal gravity value computed on the
 KZ1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1256.degrees latitude (g = 980.6199 gals.).
 KZ1256
 KZ1256.The modeled gravity was interpolated from observed gravity values.
 KZ1256
 KZ1256;                    North         East    Units  Estimated Accuracy
 KZ1256;SPC OH N     -   111,310.      574,470.      MT  (+/- 180 meters Scaled)
 KZ1256
 KZ1256                          SUPERSEDED SURVEY CONTROL
 KZ1256
 KZ1256  NGVD 29 (??/??/92)  359.257  (m)         1178.66   (f) ADJ UNCH    2 0
 KZ1256
 KZ1256.Superseded values are not recommended for survey control.
 KZ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1256.See file dsdata.txt to determine how the superseded data were derived.
 KZ1256
 KZ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF476035(NAD 83)
 KZ1256_MARKER: DB = BENCH MARK DISK
 KZ1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1256_STAMPING: E 271 1959
 KZ1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1256+STABILITY: SURFACE MOTION
 KZ1256
 KZ1256  HISTORY     - Date     Condition        Report By
 KZ1256  HISTORY     - 1959     MONUMENTED       CGS
 KZ1256
 KZ1256                          STATION DESCRIPTION
 KZ1256
 KZ1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1256'1.6 MI NE FROM ST JAMES.
 KZ1256'ABOUT 0.6 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1256'FROM THE ELEVATOR AT ST. JAMES, THENCE ABOUT 1.0 MILE
 KZ1256'NORTHEAST ALONG IBERIA-BELLEVILLE ROAD, 100 YARDS WEST OF THE
 KZ1256'JUNCTION OF A DRIVE NORTH TO A FARMHOUSE AND A GATE FOR
 KZ1256'DRIVE LEADING SOUTH, AT THE TOP OF A SMALL GRADE, 23 FEET
 KZ1256'SOUTH OF THE CENTER LINE OF ROAD, 3 FEET NORTHEAST OF POWER
 KZ1256'LINE POLE 92 ER 39, 1 FOOT NORTH OF A WIRE FENCE, ABOUT LEVEL WITH
 KZ1256'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1304 ***********************************************************************
 KZ1304  DESIGNATION -  E 272
 KZ1304  PID         -  KZ1304
 KZ1304  STATE/COUNTY-  OH/RICHLAND
 KZ1304  USGS QUAD   -  BELLVILLE (1974)
 KZ1304
 KZ1304                         *CURRENT SURVEY CONTROL
 KZ1304  ___________________________________________________________________
 KZ1304* NAD 83(1986)-  40 37 00.     (N)    082 35 25.     (W)     SCALED    
 KZ1304* NAVD 88     -       356.283  (meters)    1168.91   (feet)  ADJUSTED  
 KZ1304  ___________________________________________________________________
 KZ1304  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KZ1304  DYNAMIC HT  -         356.102 (meters)    1168.31  (feet)  COMP
 KZ1304  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 KZ1304
 KZ1304  VERT ORDER  -  SECOND    CLASS 0
 KZ1304
 KZ1304.The horizontal coordinates were scaled from a topographic map and have
 KZ1304.an estimated accuracy of +/- 6 seconds.
 KZ1304
 KZ1304.The orthometric height was determined by differential leveling
 KZ1304.and adjusted by the National Geodetic Survey in June 1991..
 KZ1304
 KZ1304.The geoid height was determined by GEOID03.
 KZ1304
 KZ1304.The dynamic height is computed by dividing the NAVD 88
 KZ1304.geopotential number by the normal gravity value computed on the
 KZ1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1304.degrees latitude (g = 980.6199 gals.).
 KZ1304
 KZ1304.The modeled gravity was interpolated from observed gravity values.
 KZ1304
 KZ1304;                    North         East    Units  Estimated Accuracy
 KZ1304;SPC OH N     -   105,500.      592,360.      MT  (+/- 180 meters Scaled)
 KZ1304
 KZ1304                          SUPERSEDED SURVEY CONTROL
 KZ1304
 KZ1304  NGVD 29 (??/??/92)  356.430  (m)         1169.39   (f) ADJ UNCH    2 0
 KZ1304
 KZ1304.Superseded values are not recommended for survey control.
 KZ1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1304.See file dsdata.txt to determine how the superseded data were derived.
 KZ1304
 KZ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE654974(NAD 83)
 KZ1304_MARKER: DB = BENCH MARK DISK
 KZ1304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1304_SP_SET: ABUTMENT
 KZ1304_STAMPING: E 272 1959
 KZ1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1304
 KZ1304  HISTORY     - Date     Condition        Report By
 KZ1304  HISTORY     - 1959     MONUMENTED       CGS
 KZ1304
 KZ1304                          STATION DESCRIPTION
 KZ1304
 KZ1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1304'10 MI NW FROM FREDERICKTOWN.
 KZ1304'ABOUT 2.85 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST
 KZ1304'OFFICE AT FREDERICKTOWN, THENCE ABOUT 7.2 MILES NORTHWEST ALONG
 KZ1304'STATE HIGHWAY 546, 1.1 MILES NORTH OF THE OVERPASS OF INTERSTATE
 KZ1304'HIGHWAY 72 OVER HIGHWAY 546, 0.1 MILE SOUTH OF HIGHWAY 546
 KZ1304'BRIDGE OVER CEDAR FORK, 0.05 MILE SOUTH OF THE SOUTH JUNCTION
 KZ1304'OF BELLVILLE-JOHNSVILLE ROAD, 24 FEET WEST OF THE CENTER LINE
 KZ1304'OF THE HIGHWAY, IN TOP AND SECOND STEP DOWN OF THE WEST END OF
 KZ1304'THE SOUTH ABUTMENT OF AN 18-FOOT BRIDGE OVER A CREEK BRANCH,
 KZ1304'8 FEET WEST OF THE GUARD-RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL
 KZ1304'OF THE BRIDGE FLOOR.  NOTE-- THIS MARK CAN BE REACHED BY GOING
 KZ1304'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 97 FROM THE INTERSECTION
 KZ1304'OF STATE HIGHWAY 13 AT BELLVILLE, THENCE ABOUT 3.2 MILES WEST
 KZ1304'ALONG BELLVILLE-JOHNSVILLE ROAD, THENCE ABOUT 0.1 MILE SOUTH
 KZ1304'ALONG STATE HIGHWAY 546.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0826 ***********************************************************************
 KZ0826  DESIGNATION -  E 273
 KZ0826  PID         -  KZ0826
 KZ0826  STATE/COUNTY-  OH/DELAWARE
 KZ0826  USGS QUAD   -  KILBOURNE (1983)
 KZ0826
 KZ0826                         *CURRENT SURVEY CONTROL
 KZ0826  ___________________________________________________________________
 KZ0826* NAD 83(1986)-  40 15 12.     (N)    082 52 35.     (W)     SCALED    
 KZ0826* NAVD 88     -       290.911  (meters)     954.43   (feet)  ADJUSTED  
 KZ0826  ___________________________________________________________________
 KZ0826  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0826  DYNAMIC HT  -         290.755 (meters)     953.92  (feet)  COMP
 KZ0826  MODELED GRAV-     980,081.4   (mgal)                       NAVD 88
 KZ0826
 KZ0826  VERT ORDER  -  SECOND    CLASS 0
 KZ0826
 KZ0826.The horizontal coordinates were scaled from a topographic map and have
 KZ0826.an estimated accuracy of +/- 6 seconds.
 KZ0826
 KZ0826.The orthometric height was determined by differential leveling
 KZ0826.and adjusted by the National Geodetic Survey in June 1991..
 KZ0826
 KZ0826.The geoid height was determined by GEOID03.
 KZ0826
 KZ0826.The dynamic height is computed by dividing the NAVD 88
 KZ0826.geopotential number by the normal gravity value computed on the
 KZ0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0826.degrees latitude (g = 980.6199 gals.).
 KZ0826
 KZ0826.The modeled gravity was interpolated from observed gravity values.
 KZ0826
 KZ0826;                    North         East    Units  Estimated Accuracy
 KZ0826;SPC OH N     -    65,220.      567,980.      MT  (+/- 180 meters Scaled)
 KZ0826
 KZ0826                          SUPERSEDED SURVEY CONTROL
 KZ0826
 KZ0826  NGVD 29 (??/??/92)  291.063  (m)          954.93   (f) ADJ UNCH    2 0
 KZ0826
 KZ0826.Superseded values are not recommended for survey control.
 KZ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0826.See file dsdata.txt to determine how the superseded data were derived.
 KZ0826
 KZ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE404575(NAD 83)
 KZ0826_MARKER: DB = BENCH MARK DISK
 KZ0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0826_STAMPING: E 273 1959
 KZ0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0826+STABILITY: SURFACE MOTION
 KZ0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0826+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2004
 KZ0826
 KZ0826  HISTORY     - Date     Condition        Report By
 KZ0826  HISTORY     - 1959     MONUMENTED       CGS
 KZ0826  HISTORY     - 1960     GOOD             NGS
 KZ0826  HISTORY     - 20041205 GOOD             USPSQD
 KZ0826
 KZ0826                          STATION DESCRIPTION
 KZ0826
 KZ0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0826'0.9 MI NW FROM SUNBURY.
 KZ0826'ABOUT 0.9 MILE NORTHWEST ALONG U.S. HIGHWAY 36 FROM THE JUNCTION
 KZ0826'OF STATE HIGHWAY 3 AT SUNBURY, 0.4 MILE NORTHWEST OF THE Y
 KZ0826'JUNCTION OF ROAD 72 LEADING WEST, 148 FEET SOUTHEAST OF THE
 KZ0826'JUNCTION OF A DRIVE LEADING SOUTHWEST TO A BARN, 116 YARDS
 KZ0826'SOUTHEAST OF THE JUNCTION OF A DRIVE LEADING NORTHEAST TO A
 KZ0826'FARMHOUSE, 42 1/2 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY,
 KZ0826'1 FOOT NORTHEAST OF A WIRE FENCE, 4 1/2 FEET NORTHWEST OF A
 KZ0826'FENCE CORNER, 5 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT
 KZ0826'3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A
 KZ0826'CONCRETE POST PROJECTING 2 INCHES.
 KZ0826
 KZ0826                          STATION RECOVERY (1960)
 KZ0826
 KZ0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KZ0826'RECOVERED IN GOOD CONDITION.
 KZ0826
 KZ0826                          STATION RECOVERY (2004)
 KZ0826
 KZ0826'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLP)
 KZ0826'BARN AND FARM HOUSE, PREVIOUSELY DESCRIBED, DO NOT EXIST.  MARKER IS
 KZ0826'IMMEDIATELY WEST OF ADDRESS 696 ON RT 36. THE MARKER IS SET IN
 KZ0826'CONCRETE PROJECTING 2 INCHES ABOVE THE GROUND. 30 FEET SOUTHWEST OF
 KZ0826'THE EDGE OF THE PAVEMENT AND 9 FEET SOUTHEAST OF TELEPHONE POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0848 ***********************************************************************
 KZ0848  DESIGNATION -  E 274
 KZ0848  PID         -  KZ0848
 KZ0848  STATE/COUNTY-  OH/DELAWARE
 KZ0848  USGS QUAD   -  ASHLEY (1995)
 KZ0848
 KZ0848                         *CURRENT SURVEY CONTROL
 KZ0848  ___________________________________________________________________
 KZ0848* NAD 83(1986)-  40 24 35.     (N)    082 57 21.     (W)     SCALED    
 KZ0848* NAVD 88     -       301.386  (meters)     988.80   (feet)  ADJUSTED  
 KZ0848  ___________________________________________________________________
 KZ0848  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KZ0848  DYNAMIC HT  -         301.229 (meters)     988.28  (feet)  COMP
 KZ0848  MODELED GRAV-     980,099.1   (mgal)                       NAVD 88
 KZ0848
 KZ0848  VERT ORDER  -  FIRST     CLASS I
 KZ0848
 KZ0848.The horizontal coordinates were scaled from a topographic map and have
 KZ0848.an estimated accuracy of +/- 6 seconds.
 KZ0848
 KZ0848.The orthometric height was determined by differential leveling
 KZ0848.and adjusted by the National Geodetic Survey in June 1991..
 KZ0848
 KZ0848.The geoid height was determined by GEOID03.
 KZ0848
 KZ0848.The dynamic height is computed by dividing the NAVD 88
 KZ0848.geopotential number by the normal gravity value computed on the
 KZ0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0848.degrees latitude (g = 980.6199 gals.).
 KZ0848
 KZ0848.The modeled gravity was interpolated from observed gravity values.
 KZ0848
 KZ0848;                    North         East    Units  Estimated Accuracy
 KZ0848;SPC OH N     -    82,620.      561,310.      MT  (+/- 180 meters Scaled)
 KZ0848
 KZ0848                          SUPERSEDED SURVEY CONTROL
 KZ0848
 KZ0848  NGVD 29 (??/??/92)  301.547  (m)          989.33   (f) ADJ UNCH    1 1
 KZ0848
 KZ0848.Superseded values are not recommended for survey control.
 KZ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0848.See file dsdata.txt to determine how the superseded data were derived.
 KZ0848
 KZ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE340750(NAD 83)
 KZ0848_MARKER: DB = BENCH MARK DISK
 KZ0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0848_SP_SET: FOUNDATION
 KZ0848_STAMPING: E 274 1959
 KZ0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0848
 KZ0848  HISTORY     - Date     Condition        Report By
 KZ0848  HISTORY     - 1959     MONUMENTED       CGS
 KZ0848  HISTORY     - 1967     GOOD             NGS
 KZ0848
 KZ0848                          STATION DESCRIPTION
 KZ0848
 KZ0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ0848'AT ASHLEY.
 KZ0848'AT ASHLEY, ABOUT 75 YARDS NORTH OF THE JUNCTION OF U.S. HIGHWAY 42
 KZ0848'AND STATE HIGHWAY 229, 165 FEET WEST OF THE CENTER OF THE FIRST
 KZ0848'STREET INTERSECTION NORTH OF THE JUNCTION, SET VERTICALLY IN THE
 KZ0848'SOUTH CONCRETE FACE OF THE FOUNDATION OF A 16-BY-24 FOOT ONE STORY
 KZ0848'BRICK BUILDING BELONGING TO THE TELEPHONE COMPANY, 24 FEET NORTH
 KZ0848'OF THE CENTER LINE OF A STREET LEADING WEST, 3.1 FEET EAST OF THE
 KZ0848'SOUTHWEST CORNER OF THE BUILDING, 1/2 FOOT ABOVE THE LEVEL OF
 KZ0848'THE GROUND AND 0.7 FOOT BELOW THE TOP OF THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0856 ***********************************************************************
 KZ0856  DESIGNATION -  E 274 X
 KZ0856  PID         -  KZ0856
 KZ0856  STATE/COUNTY-  OH/DELAWARE
 KZ0856  USGS QUAD   -  ASHLEY (1995)
 KZ0856
 KZ0856                         *CURRENT SURVEY CONTROL
 KZ0856  ___________________________________________________________________
 KZ0856* NAD 83(1986)-  40 22 56.     (N)    082 58 22.     (W)     SCALED    
 KZ0856* NAVD 88     -       293.468  (meters)     962.82   (feet)  ADJUSTED  
 KZ0856  ___________________________________________________________________
 KZ0856  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KZ0856  DYNAMIC HT  -         293.316 (meters)     962.32  (feet)  COMP
 KZ0856  MODELED GRAV-     980,098.1   (mgal)                       NAVD 88
 KZ0856
 KZ0856  VERT ORDER  -  FIRST     CLASS I
 KZ0856
 KZ0856.The horizontal coordinates were scaled from a topographic map and have
 KZ0856.an estimated accuracy of +/- 6 seconds.
 KZ0856
 KZ0856.The orthometric height was determined by differential leveling
 KZ0856.and adjusted by the National Geodetic Survey in June 1991..
 KZ0856
 KZ0856.The geoid height was determined by GEOID03.
 KZ0856
 KZ0856.The dynamic height is computed by dividing the NAVD 88
 KZ0856.geopotential number by the normal gravity value computed on the
 KZ0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0856.degrees latitude (g = 980.6199 gals.).
 KZ0856
 KZ0856.The modeled gravity was interpolated from observed gravity values.
 KZ0856
 KZ0856;                    North         East    Units  Estimated Accuracy
 KZ0856;SPC OH N     -    79,570.      559,850.      MT  (+/- 180 meters Scaled)
 KZ0856
 KZ0856                          SUPERSEDED SURVEY CONTROL
 KZ0856
 KZ0856  NGVD 29 (??/??/92)  293.630  (m)          963.35   (f) ADJ UNCH    1 1
 KZ0856
 KZ0856.Superseded values are not recommended for survey control.
 KZ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0856.See file dsdata.txt to determine how the superseded data were derived.
 KZ0856
 KZ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE325720(NAD 83)
 KZ0856_MARKER: DB = BENCH MARK DISK
 KZ0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0856_SP_SET: CATCH BASIN
 KZ0856_STAMPING: E 274 X 1959
 KZ0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0856
 KZ0856  HISTORY     - Date     Condition        Report By
 KZ0856  HISTORY     - 1959     MONUMENTED       CGS
 KZ0856  HISTORY     - 1967     GOOD             NGS
 KZ0856
 KZ0856                          STATION DESCRIPTION
 KZ0856
 KZ0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ0856'2 MI SW FROM ASHLEY.
 KZ0856'ABOUT 2.0 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KZ0856'THE CROSSING OF STATE HIGHWAY 229 AT ASHLEY, ABOUT 0.45 MILE SOUTHWEST
 KZ0856'OF MILEPOST 106, SET ON THE TOP OF THE WEST CORNER OF A CONCRETE
 KZ0856'CATCH BASIN WHICH IS 3 1/2 FEET DEEP AND ABOUT 6-FOOT SQUARE,
 KZ0856'30.9 FEET NORTHWEST OF THE NORTHWEST RAIL, 37 FEET SOUTHEAST OF
 KZ0856'THE CENTER LINE OF U.S. HIGHWAY 42, 3 FEET BELOW THE LEVEL OF THE
 KZ0856'ROAD AND ABOUT 15 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0886 ***********************************************************************
 KZ0886  DESIGNATION -  E 275
 KZ0886  PID         -  KZ0886
 KZ0886  STATE/COUNTY-  OH/MORROW
 KZ0886  USGS QUAD   -  MARENGO (1961)
 KZ0886
 KZ0886                         *CURRENT SURVEY CONTROL
 KZ0886  ___________________________________________________________________
 KZ0886* NAD 83(1986)-  40 27 46.     (N)    082 49 19.     (W)     SCALED    
 KZ0886* NAVD 88     -       341.115  (meters)    1119.14   (feet)  ADJUSTED  
 KZ0886  ___________________________________________________________________
 KZ0886  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ0886  DYNAMIC HT  -         340.938 (meters)    1118.56  (feet)  COMP
 KZ0886  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 KZ0886
 KZ0886  VERT ORDER  -  SECOND    CLASS 0
 KZ0886
 KZ0886.The horizontal coordinates were scaled from a topographic map and have
 KZ0886.an estimated accuracy of +/- 6 seconds.
 KZ0886
 KZ0886.The orthometric height was determined by differential leveling
 KZ0886.and adjusted by the National Geodetic Survey in June 1991..
 KZ0886
 KZ0886.The geoid height was determined by GEOID03.
 KZ0886
 KZ0886.The dynamic height is computed by dividing the NAVD 88
 KZ0886.geopotential number by the normal gravity value computed on the
 KZ0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0886.degrees latitude (g = 980.6199 gals.).
 KZ0886
 KZ0886.The modeled gravity was interpolated from observed gravity values.
 KZ0886
 KZ0886;                    North         East    Units  Estimated Accuracy
 KZ0886;SPC OH N     -    88,460.      572,700.      MT  (+/- 180 meters Scaled)
 KZ0886
 KZ0886                          SUPERSEDED SURVEY CONTROL
 KZ0886
 KZ0886  NGVD 29 (??/??/92)  341.269  (m)         1119.65   (f) ADJ UNCH    2 0
 KZ0886
 KZ0886.Superseded values are not recommended for survey control.
 KZ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0886.See file dsdata.txt to determine how the superseded data were derived.
 KZ0886
 KZ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE455807(NAD 83)
 KZ0886_MARKER: DB = BENCH MARK DISK
 KZ0886_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ0886_SP_SET: 16 FEET
 KZ0886_STAMPING: E 275 1959
 KZ0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0886+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 KZ0886
 KZ0886  HISTORY     - Date     Condition        Report By
 KZ0886  HISTORY     - 1959     MONUMENTED       CGS
 KZ0886  HISTORY     - 20030728 GOOD             USPSQD
 KZ0886
 KZ0886                          STATION DESCRIPTION
 KZ0886
 KZ0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0886'0.2 MI E FROM FULTON.
 KZ0886'ABOUT 0.25 MILE EAST ALONG ROAD 25 FROM THE CROSSING OF THE NEW
 KZ0886'YORK CENTRAL RAILROAD AT FULTON, AT THE EAST EDGE OF TOWN, AT THE
 KZ0886'INTERSECTION OF STATE HIGHWAY 61, 33 1/2 FEET WEST OF THE CENTER
 KZ0886'LINE OF HIGHWAY 61, 23 1/2 FEET NORTH OF THE CENTER LINE OF ROAD 25,
 KZ0886'40 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 3 FEET
 KZ0886'NORTHEAST OF THE FIRST POWER LINE POLE WEST OF THE HIGHWAY, 2.7
 KZ0886'FEET SOUTHWEST OF A TELEPHONE LINE BRACE POLE, 5 1/2 FEET NORTHWEST
 KZ0886'OF FULTON CORPORATION LIMIT SIGN, 1 1/2 FEET SOUTH OF A STEEL
 KZ0886'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IS A DISK ON
 KZ0886'COPPER-COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A 6-INCH
 KZ0886'TILE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF
 KZ0886'16 FEET.
 KZ0886
 KZ0886                          STATION RECOVERY (2003)
 KZ0886
 KZ0886'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1757 ***********************************************************************
 KY1757  DESIGNATION -  E 276
 KY1757  PID         -  KY1757
 KY1757  STATE/COUNTY-  OH/HOLMES
 KY1757  USGS QUAD   -  BERLIN (1994)
 KY1757
 KY1757                         *CURRENT SURVEY CONTROL
 KY1757  ___________________________________________________________________
 KY1757* NAD 83(1986)-  40 33 20.     (N)    081 49 09.     (W)     SCALED    
 KY1757* NAVD 88     -       317.028  (meters)    1040.12   (feet)  ADJUSTED  
 KY1757  ___________________________________________________________________
 KY1757  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KY1757  DYNAMIC HT  -         316.874 (meters)    1039.61  (feet)  COMP
 KY1757  MODELED GRAV-     980,131.6   (mgal)                       NAVD 88
 KY1757
 KY1757  VERT ORDER  -  SECOND    CLASS 0
 KY1757
 KY1757.The horizontal coordinates were scaled from a topographic map and have
 KY1757.an estimated accuracy of +/- 6 seconds.
 KY1757
 KY1757.The orthometric height was determined by differential leveling
 KY1757.and adjusted by the National Geodetic Survey in June 1991..
 KY1757
 KY1757.The geoid height was determined by GEOID03.
 KY1757
 KY1757.The dynamic height is computed by dividing the NAVD 88
 KY1757.geopotential number by the normal gravity value computed on the
 KY1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1757.degrees latitude (g = 980.6199 gals.).
 KY1757
 KY1757.The modeled gravity was interpolated from observed gravity values.
 KY1757
 KY1757;                    North         East    Units  Estimated Accuracy
 KY1757;SPC OH N     -    98,930.      657,660.      MT  (+/- 180 meters Scaled)
 KY1757
 KY1757                          SUPERSEDED SURVEY CONTROL
 KY1757
 KY1757  NGVD 29 (??/??/92)  317.236  (m)         1040.80   (f) ADJ UNCH    2 0
 KY1757
 KY1757.Superseded values are not recommended for survey control.
 KY1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1757.See file dsdata.txt to determine how the superseded data were derived.
 KY1757
 KY1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME306897(NAD 83)
 KY1757_MARKER: DB = BENCH MARK DISK
 KY1757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1757_SP_SET: STEP
 KY1757_STAMPING: E 276 1959
 KY1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1757
 KY1757  HISTORY     - Date     Condition        Report By
 KY1757  HISTORY     - 1959     MONUMENTED       CGS
 KY1757
 KY1757                          STATION DESCRIPTION
 KY1757
 KY1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1757'1.2 MI W FROM BERLIN.
 KY1757'ABOUT 1.25 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE BAPTIST
 KY1757'CHURCH AT BERLIN, 21 FEET NORTH OF THE CENTER LINE OF THE
 KY1757'HIGHWAY, IN TOP OF THE SECOND STEP DOWN AT THE NORTH END OF THE
 KY1757'EAST ABUTMENT OF A 45-FOOT BRIDGE OVER DOUGHTY CREEK, AND ABOUT
 KY1757'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2003 ***********************************************************************
 KY2003  DESIGNATION -  E 277
 KY2003  PID         -  KY2003
 KY2003  STATE/COUNTY-  OH/HOLMES
 KY2003  USGS QUAD   -  BERLIN (1994)
 KY2003
 KY2003                         *CURRENT SURVEY CONTROL
 KY2003  ___________________________________________________________________
 KY2003* NAD 83(1986)-  40 34 58.     (N)    081 49 12.     (W)     SCALED    
 KY2003* NAVD 88     -       338.659  (meters)    1111.08   (feet)  ADJUSTED  
 KY2003  ___________________________________________________________________
 KY2003  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KY2003  DYNAMIC HT  -         338.496 (meters)    1110.55  (feet)  COMP
 KY2003  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 KY2003
 KY2003  VERT ORDER  -  SECOND    CLASS 0
 KY2003
 KY2003.The horizontal coordinates were scaled from a topographic map and have
 KY2003.an estimated accuracy of +/- 6 seconds.
 KY2003
 KY2003.The orthometric height was determined by differential leveling
 KY2003.and adjusted by the National Geodetic Survey in June 1991..
 KY2003
 KY2003.The geoid height was determined by GEOID03.
 KY2003
 KY2003.The dynamic height is computed by dividing the NAVD 88
 KY2003.geopotential number by the normal gravity value computed on the
 KY2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2003.degrees latitude (g = 980.6199 gals.).
 KY2003
 KY2003.The modeled gravity was interpolated from observed gravity values.
 KY2003
 KY2003;                    North         East    Units  Estimated Accuracy
 KY2003;SPC OH N     -   101,960.      657,570.      MT  (+/- 180 meters Scaled)
 KY2003
 KY2003                          SUPERSEDED SURVEY CONTROL
 KY2003
 KY2003  NGVD 29 (??/??/92)  338.866  (m)         1111.76   (f) ADJ UNCH    2 0
 KY2003
 KY2003.Superseded values are not recommended for survey control.
 KY2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2003.See file dsdata.txt to determine how the superseded data were derived.
 KY2003
 KY2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME306927(NAD 83)
 KY2003_MARKER: DB = BENCH MARK DISK
 KY2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2003_STAMPING: E 277 1959
 KY2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2003+STABILITY: SURFACE MOTION
 KY2003
 KY2003  HISTORY     - Date     Condition        Report By
 KY2003  HISTORY     - 1959     MONUMENTED       CGS
 KY2003  HISTORY     - 1971     GOOD             OHDT
 KY2003
 KY2003                          STATION DESCRIPTION
 KY2003
 KY2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY2003'2.2 MI S FROM FRYBURG.
 KY2003'ABOUT 2.15 MILES SOUTH ALONG COUNTY ROAD 201 FROM THE
 KY2003'INTERSECTION OF STATE HIGHWAY 241 AT FRYBURG, 0.3 MILE SOUTH OF A
 KY2003'ROAD INTERSECTION, 0.65 MILE NORTH OF A GRADED ROAD INTERSECTION,
 KY2003'AT THE JUNCTION OF TWP ROAD 202, 65 FEET EAST OF THE CENTER LINE
 KY2003'OF ROAD 201, 14 FEET SOUTH OF THE CENTER LINE OF ROAD 202, 73
 KY2003'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 2 1/2 FEET EAST OF
 KY2003'THE FIRST POWER LINE POLE EAST OF THE JUNCTION, IN LINE WITH THE
 KY2003'POLES TO THE EAST, 1 1/2 FEET NORTH OF THE EAST-WEST FENCE LINE,
 KY2003'2 FEET WEST OF A STEEL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 KY2003'LEVEL OF ROAD 202, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KY2003'5 INCHES.  THIS MARK CAN BE REACHED BY GOING ABOUT 1.35 MILES
 KY2003'WEST ALONG U.S. HIGHWAY 62 FROM THE BAPTIST CHURCH AT BERLIN,
 KY2003'THENCE ABOUT 2.15 MILES NORTH ALONG COUNTY ROAD 201.
 KY2003
 KY2003                          STATION RECOVERY (1971)
 KY2003
 KY2003'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY2003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1958 ***********************************************************************
 KY1958  DESIGNATION -  E 278
 KY1958  PID         -  KY1958
 KY1958  STATE/COUNTY-  OH/WAYNE
 KY1958  USGS QUAD   -  WILMOT (1994)
 KY1958
 KY1958                         *CURRENT SURVEY CONTROL
 KY1958  ___________________________________________________________________
 KY1958* NAD 83(1986)-  40 41 44.     (N)    081 43 16.     (W)     SCALED    
 KY1958* NAVD 88     -       368.471  (meters)    1208.89   (feet)  ADJUSTED  
 KY1958  ___________________________________________________________________
 KY1958  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KY1958  DYNAMIC HT  -         368.298 (meters)    1208.32  (feet)  COMP
 KY1958  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 KY1958
 KY1958  VERT ORDER  -  SECOND    CLASS 0
 KY1958
 KY1958.The horizontal coordinates were scaled from a topographic map and have
 KY1958.an estimated accuracy of +/- 6 seconds.
 KY1958
 KY1958.The orthometric height was determined by differential leveling
 KY1958.and adjusted by the National Geodetic Survey in June 1991..
 KY1958
 KY1958.The geoid height was determined by GEOID03.
 KY1958
 KY1958.The dynamic height is computed by dividing the NAVD 88
 KY1958.geopotential number by the normal gravity value computed on the
 KY1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1958.degrees latitude (g = 980.6199 gals.).
 KY1958
 KY1958.The modeled gravity was interpolated from observed gravity values.
 KY1958
 KY1958;                    North         East    Units  Estimated Accuracy
 KY1958;SPC OH N     -   114,550.      665,830.      MT  (+/- 180 meters Scaled)
 KY1958
 KY1958                          SUPERSEDED SURVEY CONTROL
 KY1958
 KY1958  NGVD 29 (??/??/92)  368.683  (m)         1209.59   (f) ADJ UNCH    2 0
 KY1958
 KY1958.Superseded values are not recommended for survey control.
 KY1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1958.See file dsdata.txt to determine how the superseded data were derived.
 KY1958
 KY1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF390052(NAD 83)
 KY1958_MARKER: DB = BENCH MARK DISK
 KY1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1958_STAMPING: E 278 1959
 KY1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1958+STABILITY: SURFACE MOTION
 KY1958
 KY1958  HISTORY     - Date     Condition        Report By
 KY1958  HISTORY     - 1959     MONUMENTED       CGS
 KY1958
 KY1958                          STATION DESCRIPTION
 KY1958
 KY1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1958'1 MI W FROM MOUNT EATON.
 KY1958'ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 KY1958'OFFICE AT MOUNT EATON, THENCE ABOUT 0.75 MILE WEST ALONG
 KY1958'COUNTY ROAD NO. 2, 0.8 MILE EAST OF INTERSECTION OF ROAD NO. 98,
 KY1958'AT THE JUNCTION OF A DRIVE SOUTH TO A LARGE CULTIVATED FIELD,
 KY1958'27 FEET SOUTH OF CENTER LINE OF ROAD, 14 FEET SOUTHEAST OF SOUTH
 KY1958'END OF A 30-INCH PIPE CULVERT, 23 FEET WEST OF CENTER LINE OF
 KY1958'DRIVE, 11 FEET WEST OF A 48-INCH ELM TREE, 2 FEET NORTH OF A
 KY1958'FENCE LINE, 2 FEET EAST OF A STEEL WITNESS POST, ABOUT 1 FOOT
 KY1958'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 KY1958'PROJECTING 5 INCHES.  NOTE-- BR IS A NAIL AND WASHER IN A NOTCH
 KY1958'CUT IN THE TOP OF A LARGE ROOT ON NORTH SIDE OF 48-INCH ELM
 KY1958'TREE, 11.2 FEET EAST OF BM E 278 AND STAMPED BR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1939 ***********************************************************************
 KY1939  DESIGNATION -  E 279
 KY1939  PID         -  KY1939
 KY1939  STATE/COUNTY-  OH/STARK
 KY1939  USGS QUAD   -  NAVARRE (1994)
 KY1939
 KY1939                         *CURRENT SURVEY CONTROL
 KY1939  ___________________________________________________________________
 KY1939* NAD 83(1986)-  40 43 39.     (N)    081 34 23.     (W)     SCALED    
 KY1939* NAVD 88     -       325.890  (meters)    1069.19   (feet)  ADJUSTED  
 KY1939  ___________________________________________________________________
 KY1939  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KY1939  DYNAMIC HT  -         325.739 (meters)    1068.70  (feet)  COMP
 KY1939  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 KY1939
 KY1939  VERT ORDER  -  SECOND    CLASS 0
 KY1939
 KY1939.The horizontal coordinates were scaled from a topographic map and have
 KY1939.an estimated accuracy of +/- 6 seconds.
 KY1939
 KY1939.The orthometric height was determined by differential leveling
 KY1939.and adjusted by the National Geodetic Survey in June 1991..
 KY1939
 KY1939.The geoid height was determined by GEOID03.
 KY1939
 KY1939.The dynamic height is computed by dividing the NAVD 88
 KY1939.geopotential number by the normal gravity value computed on the
 KY1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1939.degrees latitude (g = 980.6199 gals.).
 KY1939
 KY1939.The modeled gravity was interpolated from observed gravity values.
 KY1939
 KY1939;                    North         East    Units  Estimated Accuracy
 KY1939;SPC OH N     -   118,220.      678,300.      MT  (+/- 180 meters Scaled)
 KY1939
 KY1939                          SUPERSEDED SURVEY CONTROL
 KY1939
 KY1939  NGVD 29 (??/??/92)  326.102  (m)         1069.89   (f) ADJ UNCH    2 0
 KY1939
 KY1939.Superseded values are not recommended for survey control.
 KY1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1939.See file dsdata.txt to determine how the superseded data were derived.
 KY1939
 KY1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF516086(NAD 83)
 KY1939_MARKER: DB = BENCH MARK DISK
 KY1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1939_STAMPING: E 279 1959
 KY1939_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1939+STABILITY: SURFACE MOTION
 KY1939
 KY1939  HISTORY     - Date     Condition        Report By
 KY1939  HISTORY     - 1959     MONUMENTED       CGS
 KY1939  HISTORY     - 1971     GOOD             OHDT
 KY1939  HISTORY     - 19910721 GOOD             OHDT
 KY1939
 KY1939                          STATION DESCRIPTION
 KY1939
 KY1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1939'2.3 MI W FROM NAVARRE.
 KY1939'ABOUT 2.3 MILES WEST ALONG A BLACK TOP ROAD FROM THE BRIDGE OVER
 KY1939'TUSCARAWAS RIVER AT NAVARRE, ABOUT 0.7 MILE WEST OF CROSSING
 KY1939'OF THE BALTIMORE AND OHIO RAILROAD, AT A BLACK TOP ROAD CROSSING,
 KY1939'NEAR THE NORTHWEST CORNER OF A CEMETERY AT A LARGE WHITE CHURCH,
 KY1939'AT THE SOUTHWEST CORNER OF A STEEL FENCE AROUND THE CROSSROADS
 KY1939'SUB-STATION OF THE OHIO EDISON POWER COMPANY, 175 FEET NORTH
 KY1939'OF CENTER LINE OF ROAD, 82 FEET EAST OF CENTER LINE OF NORTH-SOUTH
 KY1939'ROAD, 35 1/2 FEET NORTHEAST OF NORTHEAST CORNER OF A TILE ROOM
 KY1939'ADDITION ON THE NORTH SIDE OF CHURCH, 2 FEET SOUTHEAST OF
 KY1939'SUB-STATION FENCE CORNER, 1 1/2 FEET SOUTH OF EAST-WEST FENCE
 KY1939'LINE, ABOUT 3 FEET BELOW LEVEL OF NORTH-SOUTH ROAD AND SET IN
 KY1939'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- MARK MAY
 KY1939'ALSO BE REACHED FROM JUSTUS, STARK COUNTY, BY GOING ABOUT 1.8
 KY1939'MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD, THENCE
 KY1939'ABOUT 0.7 MILE WEST ALONG A BLACK TOP ROAD.
 KY1939
 KY1939                          STATION RECOVERY (1971)
 KY1939
 KY1939'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1939'RECOVERED IN GOOD CONDITION.
 KY1939
 KY1939                          STATION RECOVERY (1991)
 KY1939
 KY1939'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1939'------ REPORT BY ODOT ----------1991----------- CONDITION - GOOD ----
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1113 ***********************************************************************
 KZ1113  DESIGNATION -  E 28
 KZ1113  PID         -  KZ1113
 KZ1113  STATE/COUNTY-  OH/RICHLAND
 KZ1113  USGS QUAD   -  BELLVILLE (1974)
 KZ1113
 KZ1113                         *CURRENT SURVEY CONTROL
 KZ1113  ___________________________________________________________________
 KZ1113* NAD 83(1986)-  40 37 23.     (N)    082 30 41.     (W)     SCALED    
 KZ1113* NAVD 88     -       343.052  (meters)    1125.50   (feet)  ADJUSTED  
 KZ1113  ___________________________________________________________________
 KZ1113  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KZ1113  DYNAMIC HT  -         342.882 (meters)    1124.94  (feet)  COMP
 KZ1113  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 KZ1113
 KZ1113  VERT ORDER  -  SECOND    CLASS 0
 KZ1113
 KZ1113.The horizontal coordinates were scaled from a topographic map and have
 KZ1113.an estimated accuracy of +/- 6 seconds.
 KZ1113
 KZ1113.The orthometric height was determined by differential leveling
 KZ1113.and adjusted by the National Geodetic Survey in June 1991..
 KZ1113.WARNING-Repeat measurements at this control monument indicate possible
 KZ1113.vertical movement.
 KZ1113
 KZ1113.The geoid height was determined by GEOID03.
 KZ1113
 KZ1113.The dynamic height is computed by dividing the NAVD 88
 KZ1113.geopotential number by the normal gravity value computed on the
 KZ1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1113.degrees latitude (g = 980.6199 gals.).
 KZ1113
 KZ1113.The modeled gravity was interpolated from observed gravity values.
 KZ1113
 KZ1113;                    North         East    Units  Estimated Accuracy
 KZ1113;SPC OH N     -   106,200.      599,040.      MT  (+/- 180 meters Scaled)
 KZ1113
 KZ1113                          SUPERSEDED SURVEY CONTROL
 KZ1113
 KZ1113  NGVD 29 (??/??/92)  343.198  (m)         1125.98   (f) ADJ UNCH    2 0
 KZ1113
 KZ1113.Superseded values are not recommended for survey control.
 KZ1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1113.See file dsdata.txt to determine how the superseded data were derived.
 KZ1113
 KZ1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE721980(NAD 83)
 KZ1113_MARKER: DB = BENCH MARK DISK
 KZ1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1113_STAMPING: E 28 1934
 KZ1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1113+STABILITY: SURFACE MOTION
 KZ1113
 KZ1113  HISTORY     - Date     Condition        Report By
 KZ1113  HISTORY     - 1934     MONUMENTED       CGS
 KZ1113  HISTORY     - 1959     GOOD             NGS
 KZ1113  HISTORY     - 1970     GOOD             NGS
 KZ1113  HISTORY     - 1987     POOR             USPSQD
 KZ1113
 KZ1113                          STATION DESCRIPTION
 KZ1113
 KZ1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1113'AT BELLVILLE.
 KZ1113'AT BELLVILLE, ALONG THE BALTIMORE AND OHIO RAILROAD, ABOUT 70
 KZ1113'YARDS EAST OF THE STATION, ACROSS THE TRACK FROM MILEPOST 47+23,
 KZ1113'17.1 FEET SOUTH OF THE SOUTH RAIL, 210 1/2 FEET EAST OF THE
 KZ1113'NORTHEAST CORNER OF THE STATION, 40 1/2 FEET WEST OF THE CENTER LINE
 KZ1113'OF STATE HIGHWAY 13 (MARKET STREET), 19 1/2 FEET WEST OF THE WEST
 KZ1113'CURB OF HIGHWAY 13, 9 1/2 FEET NORTHWEST OF THE NORTHEAST PORCH
 KZ1113'CORNER OF A HOUSE, 44 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM
 KZ1113'THE SOUTHWEST CORNER OF A STONE MASONRY BANISTER OF SOUTH ABUTMENT
 KZ1113'OF HIGHWAY 13 STEEL BRIDGE OVER CLEAR FORK OF MOHICAN RIVER, AND
 KZ1113'ABOUT LEVEL WITH THE TRACK, AND SET IN TOP OF A CONCRETE POST
 KZ1113'PROJECTING 4 INCHES.
 KZ1113
 KZ1113                          STATION RECOVERY (1970)
 KZ1113
 KZ1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1113'RECOVERED IN GOOD CONDITION.
 KZ1113
 KZ1113                          STATION RECOVERY (1987)
 KZ1113
 KZ1113'RECOVERY NOTE BY US POWER SQUADRON 1987 (JF)
 KZ1113'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1903 ***********************************************************************
 KY1903  DESIGNATION -  E 280
 KY1903  PID         -  KY1903
 KY1903  STATE/COUNTY-  OH/STARK
 KY1903  USGS QUAD   -  DOYLESTOWN (1994)
 KY1903
 KY1903                         *CURRENT SURVEY CONTROL
 KY1903  ___________________________________________________________________
 KY1903* NAD 83(1986)-  40 53 42.     (N)    081 38 51.     (W)     SCALED    
 KY1903* NAVD 88     -       334.288  (meters)    1096.74   (feet)  ADJUSTED  
 KY1903  ___________________________________________________________________
 KY1903  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KY1903  DYNAMIC HT  -         334.139 (meters)    1096.25  (feet)  COMP
 KY1903  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 KY1903
 KY1903  VERT ORDER  -  SECOND    CLASS 0
 KY1903
 KY1903.The horizontal coordinates were scaled from a topographic map and have
 KY1903.an estimated accuracy of +/- 6 seconds.
 KY1903
 KY1903.The orthometric height was determined by differential leveling
 KY1903.and adjusted by the National Geodetic Survey in June 1991..
 KY1903
 KY1903.The geoid height was determined by GEOID03.
 KY1903
 KY1903.The dynamic height is computed by dividing the NAVD 88
 KY1903.geopotential number by the normal gravity value computed on the
 KY1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1903.degrees latitude (g = 980.6199 gals.).
 KY1903
 KY1903.The modeled gravity was interpolated from observed gravity values.
 KY1903
 KY1903;                    North         East    Units  Estimated Accuracy
 KY1903;SPC OH N     -   136,750.      671,830.      MT  (+/- 180 meters Scaled)
 KY1903
 KY1903                          SUPERSEDED SURVEY CONTROL
 KY1903
 KY1903  NGVD 29 (??/??/92)  334.519  (m)         1097.50   (f) ADJ UNCH    2 0
 KY1903
 KY1903.Superseded values are not recommended for survey control.
 KY1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1903.See file dsdata.txt to determine how the superseded data were derived.
 KY1903
 KY1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF454273(NAD 83)
 KY1903_MARKER: DB = BENCH MARK DISK
 KY1903_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY1903_SP_SET: 18.5 FEET
 KY1903_STAMPING: E 280 1959
 KY1903_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1903+STABILITY: SURFACE MOTION
 KY1903
 KY1903  HISTORY     - Date     Condition        Report By
 KY1903  HISTORY     - 1959     MONUMENTED       CGS
 KY1903  HISTORY     - 19931222 POOR             OHDT
 KY1903  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 KY1903
 KY1903                          STATION DESCRIPTION
 KY1903
 KY1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1903'2.2 MI S FROM WARWICK.
 KY1903'ABOUT 0.35 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1903'FROM THE CONTROL TOWER AT WARWICK, THENCE ABOUT 1.8 MILES SOUTH
 KY1903'ALONG N. LAWRENCE ROAD AND ROAD 103, AT THE INTERSECTION OF
 KY1903'WAYNE COUNTY ROAD 27 LEADING WEST AND STARK COUNTY ROAD 365
 KY1903'LEADING EAST, 29 FEET EAST OF THE CENTER LINE OF ROAD 103, 25 1/2
 KY1903'FEET NORTH OF THE CENTER LINE OF ROAD 365, 42 FEET NORTHEAST OF
 KY1903'THE CENTER OF INTERSECTION, 2 1/2 FEET NORTH OF THE FIRST POWER
 KY1903'LINE POLE NORTH OF THE INTERSECTION, 4 1/2 FEET SOUTHEAST OF THE
 KY1903'EAST END OF THE CONCRETE HEAD WALL TO A 18-INCH PIPE CULVERT
 KY1903'UNDER ROAD 365, 1 1/2 FEET NORTHWEST OF A STEEL WITNESS POST,
 KY1903'ABOUT 2 FEET BELOW THE LEVEL OF INTERSECTION, AND IS A DISK ON
 KY1903'COPPER-COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY
 KY1903'A 6-INCH TILE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO
 KY1903'REFUSAL AT A DEPTH OF 18.5 FEET.
 KY1903
 KY1903                          STATION RECOVERY (1993)
 KY1903
 KY1903'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY1903'-----REPORT BY ODOT ------ YEAR 1992 ------- CONDITION - POOR ------
 KY1903
 KY1903                          STATION RECOVERY (1998)
 KY1903
 KY1903'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1826 ***********************************************************************
 KY1826  DESIGNATION -  E 281
 KY1826  PID         -  KY1826
 KY1826  STATE/COUNTY-  OH/WAYNE
 KY1826  USGS QUAD   -  RITTMAN (1994)
 KY1826
 KY1826                         *CURRENT SURVEY CONTROL
 KY1826  ___________________________________________________________________
 KY1826* NAD 83(1995)-  40 57 30.01123(N)    081 46 49.27642(W)     ADJUSTED  
 KY1826* NAVD 88     -       293.613  (meters)     963.30   (feet)  ADJUSTED  
 KY1826  ___________________________________________________________________
 KY1826  X           -     689,653.610 (meters)                     COMP
 KY1826  Y           -  -4,774,268.115 (meters)                     COMP
 KY1826  Z           -   4,159,100.872 (meters)                     COMP
 KY1826  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 KY1826  ELLIP HEIGHT-         260.45  (meters)          (10/07/05) GPS OBS
 KY1826  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KY1826  DYNAMIC HT  -         293.485 (meters)     962.88  (feet)  COMP
 KY1826  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 KY1826
 KY1826  HORZ ORDER  -  FIRST
 KY1826  VERT ORDER  -  SECOND    CLASS 0
 KY1826  ELLP ORDER  -  FOURTH    CLASS I
 KY1826
 KY1826.The horizontal coordinates were established by GPS observations
 KY1826.and adjusted by the National Geodetic Survey in October 2000..
 KY1826
 KY1826.The orthometric height was determined by differential leveling
 KY1826.and adjusted by the National Geodetic Survey in June 1991..
 KY1826
 KY1826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY1826
 KY1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1826
 KY1826.The ellipsoidal height was determined by GPS observations
 KY1826.and is referenced to NAD 83.
 KY1826
 KY1826.The geoid height was determined by GEOID03.
 KY1826
 KY1826.The dynamic height is computed by dividing the NAVD 88
 KY1826.geopotential number by the normal gravity value computed on the
 KY1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1826.degrees latitude (g = 980.6199 gals.).
 KY1826
 KY1826.The modeled gravity was interpolated from observed gravity values.
 KY1826
 KY1826;                    North         East     Units Scale Factor Converg.
 KY1826;SPC OH N     -   143,684.424   660,581.348   MT  0.99994095   +0 28 22.0
 KY1826;UTM  17      - 4,534,425.189   434,329.388   MT  0.99965308   -0 30 41.6
 KY1826
 KY1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1826!SPC OH N     -   0.99995915  x   0.99994095  =   0.99990010
 KY1826!UTM  17      -   0.99995915  x   0.99965308  =   0.99961224
 KY1826
 KY1826                          SUPERSEDED SURVEY CONTROL
 KY1826
 KY1826  ELLIP H (10/25/00)  260.44   (m)                       GP(       ) 4 1
 KY1826  NAVD 88 (10/25/00)  293.61   (m)          963.3    (f) LEVELING    3  
 KY1826  NGVD 29 (??/??/92)  293.874  (m)          964.15   (f) ADJ UNCH    2 0
 KY1826
 KY1826.Superseded values are not recommended for survey control.
 KY1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1826.See file dsdata.txt to determine how the superseded data were derived.
 KY1826
 KY1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3432934425(NAD 83)
 KY1826_MARKER: DB = BENCH MARK DISK
 KY1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1826_STAMPING: E 281 1959
 KY1826_MARK LOGO: CGS   
 KY1826_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1826+STABILITY: SURFACE MOTION
 KY1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1826+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998
 KY1826
 KY1826  HISTORY     - Date     Condition        Report By
 KY1826  HISTORY     - 1959     MONUMENTED       CGS
 KY1826  HISTORY     - 1971     GOOD             OHDT
 KY1826  HISTORY     - 1987     GOOD             OHDT
 KY1826  HISTORY     - 19980323 GOOD             GCS
 KY1826
 KY1826                          STATION DESCRIPTION
 KY1826
 KY1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1826'0.6 MI S FROM RITTMAN.
 KY1826'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 94 FROM THE BALTIMORE
 KY1826'AND OHIO RAILROAD STATION AT RITTMAN, 0.25 MILE SOUTH OF THE
 KY1826'SOUTH ONE OF TWO CONCRETE BRIDGES, 31 FEET EAST OF THE CENTER
 KY1826'LINE OF THE HIGHWAY AND AT THE OUTSIDE OF A CURVE WITH TANGENTS
 KY1826'EXTENDING NORTHEAST AND SOUTH, 94 FEET NORTH OF THE NORTH END OF
 KY1826'EAST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 20 1/2 FEET
 KY1826'SOUTH OF A FENCE CORNER, 2 FEET WEST OF A WIRE FENCE, 23 FEET
 KY1826'SOUTH OF A TELEPHONE POLE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 KY1826'THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KY1826
 KY1826                          STATION RECOVERY (1971)
 KY1826
 KY1826'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1826'RECOVERED IN GOOD CONDITION.
 KY1826
 KY1826                          STATION RECOVERY (1987)
 KY1826
 KY1826'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1826'RECOVERED IN GOOD CONDITION.
 KY1826
 KY1826                          STATION RECOVERY (1998)
 KY1826
 KY1826'RECOVERY NOTE BY GEODETIC CONSULTING SERVICES 1998 (KDZ)
 KY1826'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0889 ***********************************************************************
 KZ0889  DESIGNATION -  E 282
 KZ0889  PID         -  KZ0889
 KZ0889  STATE/COUNTY-  OH/MORROW
 KZ0889  USGS QUAD   -  MARENGO (1961)
 KZ0889
 KZ0889                         *CURRENT SURVEY CONTROL
 KZ0889  ___________________________________________________________________
 KZ0889* NAD 83(1986)-  40 27 38.     (N)    082 46 16.     (W)     SCALED    
 KZ0889* NAVD 88     -       371.498  (meters)    1218.82   (feet)  ADJUSTED  
 KZ0889  ___________________________________________________________________
 KZ0889  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KZ0889  DYNAMIC HT  -         371.305 (meters)    1218.19  (feet)  COMP
 KZ0889  MODELED GRAV-     980,094.6   (mgal)                       NAVD 88
 KZ0889
 KZ0889  VERT ORDER  -  SECOND    CLASS 0
 KZ0889
 KZ0889.The horizontal coordinates were scaled from a topographic map and have
 KZ0889.an estimated accuracy of +/- 6 seconds.
 KZ0889
 KZ0889.The orthometric height was determined by differential leveling
 KZ0889.and adjusted by the National Geodetic Survey in June 1991..
 KZ0889
 KZ0889.The geoid height was determined by GEOID03.
 KZ0889
 KZ0889.The dynamic height is computed by dividing the NAVD 88
 KZ0889.geopotential number by the normal gravity value computed on the
 KZ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0889.degrees latitude (g = 980.6199 gals.).
 KZ0889
 KZ0889.The modeled gravity was interpolated from observed gravity values.
 KZ0889
 KZ0889;                    North         East    Units  Estimated Accuracy
 KZ0889;SPC OH N     -    88,200.      577,010.      MT  (+/- 180 meters Scaled)
 KZ0889
 KZ0889                          SUPERSEDED SURVEY CONTROL
 KZ0889
 KZ0889  NGVD 29 (??/??/92)  371.649  (m)         1219.32   (f) ADJ UNCH    2 0
 KZ0889
 KZ0889.Superseded values are not recommended for survey control.
 KZ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0889.See file dsdata.txt to determine how the superseded data were derived.
 KZ0889
 KZ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE498803(NAD 83)
 KZ0889_MARKER: DB = BENCH MARK DISK
 KZ0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0889_SP_SET: PIER COLUMN
 KZ0889_STAMPING: E 282 1959
 KZ0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0889+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 KZ0889
 KZ0889  HISTORY     - Date     Condition        Report By
 KZ0889  HISTORY     - 1959     MONUMENTED       CGS
 KZ0889  HISTORY     - 20030728 GOOD             USPSQD
 KZ0889
 KZ0889                          STATION DESCRIPTION
 KZ0889
 KZ0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0889'2.8 MI E FROM FULTON.
 KZ0889'ABOUT 2.8 MILES EAST ALONG ROAD 25 FROM THE CROSSING OF THE NEW
 KZ0889'YORK CENTRAL RAILROAD AT FULTON, 0.4 MILE WEST OF THE INTERSECTION
 KZ0889'OF ROAD 20, AT THE OVERPASS OF ROAD 25 OVER INTERSTATE HIGHWAY
 KZ0889'72, 50 FEET SOUTHEAST OF THE NORTHEAST BOUND LANE OF INTERSTATE
 KZ0889'HIGHWAY 72, SET VERTICALLY FACING NORTHEAST IN THE NORTHEAST
 KZ0889'CONCRETE COLUMN OF EAST PIER OF OVERPASS, AND 3 FEET ABOVE THE
 KZ0889'LEVEL OF THE GROUND.  NOTE-- MEASUREMENTS ARE SUBJECT TO CHANGE
 KZ0889'AS INTERSTATE HIGHWAY 72 IS NOW UNDER CONSTRUCTION.
 KZ0889
 KZ0889                          STATION RECOVERY (2003)
 KZ0889
 KZ0889'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0901 ***********************************************************************
 KZ0901  DESIGNATION -  E 284
 KZ0901  PID         -  KZ0901
 KZ0901  STATE/COUNTY-  OH/MORROW
 KZ0901  USGS QUAD   -  MARENGO (1961)
 KZ0901
 KZ0901                         *CURRENT SURVEY CONTROL
 KZ0901  ___________________________________________________________________
 KZ0901* NAD 83(1986)-  40 24 04.     (N)    082 50 27.     (W)     SCALED    
 KZ0901* NAVD 88     -       321.255  (meters)    1053.98   (feet)  ADJUSTED  
 KZ0901  ___________________________________________________________________
 KZ0901  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0901  DYNAMIC HT  -         321.087 (meters)    1053.43  (feet)  COMP
 KZ0901  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 KZ0901
 KZ0901  VERT ORDER  -  SECOND    CLASS 0
 KZ0901
 KZ0901.The horizontal coordinates were scaled from a topographic map and have
 KZ0901.an estimated accuracy of +/- 6 seconds.
 KZ0901
 KZ0901.The orthometric height was determined by differential leveling
 KZ0901.and adjusted by the National Geodetic Survey in June 1991..
 KZ0901
 KZ0901.The geoid height was determined by GEOID03.
 KZ0901
 KZ0901.The dynamic height is computed by dividing the NAVD 88
 KZ0901.geopotential number by the normal gravity value computed on the
 KZ0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0901.degrees latitude (g = 980.6199 gals.).
 KZ0901
 KZ0901.The modeled gravity was interpolated from observed gravity values.
 KZ0901
 KZ0901;                    North         East    Units  Estimated Accuracy
 KZ0901;SPC OH N     -    81,620.      571,070.      MT  (+/- 180 meters Scaled)
 KZ0901
 KZ0901                          SUPERSEDED SURVEY CONTROL
 KZ0901
 KZ0901  NGVD 29 (??/??/92)  321.406  (m)         1054.48   (f) ADJ UNCH    2 0
 KZ0901
 KZ0901.Superseded values are not recommended for survey control.
 KZ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0901.See file dsdata.txt to determine how the superseded data were derived.
 KZ0901
 KZ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE437739(NAD 83)
 KZ0901_MARKER: DB = BENCH MARK DISK
 KZ0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0901_SP_SET: CULVERT
 KZ0901_STAMPING: E 284 1959
 KZ0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0901
 KZ0901  HISTORY     - Date     Condition        Report By
 KZ0901  HISTORY     - 1959     MONUMENTED       CGS
 KZ0901  HISTORY     - 1967     GOOD             NGS
 KZ0901  HISTORY     - 20030728 MARK NOT FOUND   USPSQD
 KZ0901
 KZ0901                          STATION DESCRIPTION
 KZ0901
 KZ0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0901'1.6 MI W FROM MARENGO.
 KZ0901'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 229 FROM THE POST
 KZ0901'OFFICE AT MARENGO, 0.75 MILE WEST OF THE INTERSECTION OF STATE
 KZ0901'HIGHWAY 61, 0.95 MILE WEST OF THE CENTER OF THE OVERPASS OF
 KZ0901'HIGHWAY 229 OVER INTERSTATE HIGHWAY 72, 23 1/2 FEET SOUTH OF
 KZ0901'THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE SOUTH END OF THE
 KZ0901'EAST WALL OF A 6-FOOT CONCRETE CULVERT UNDER HIGHWAY 229,
 KZ0901'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KZ0901
 KZ0901                          STATION RECOVERY (1967)
 KZ0901
 KZ0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0901'RECOVERED IN GOOD CONDITION.
 KZ0901
 KZ0901                          STATION RECOVERY (2003)
 KZ0901
 KZ0901'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0901'NEW CULVERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0915 ***********************************************************************
 KZ0915  DESIGNATION -  E 285
 KZ0915  PID         -  KZ0915
 KZ0915  STATE/COUNTY-  OH/MORROW
 KZ0915  USGS QUAD   -  CHESTERVILLE (1961)
 KZ0915
 KZ0915                         *CURRENT SURVEY CONTROL
 KZ0915  ___________________________________________________________________
 KZ0915* NAD 83(1986)-  40 24 44.     (N)    082 40 14.     (W)     SCALED    
 KZ0915* NAVD 88     -       378.696  (meters)    1242.44   (feet)  ADJUSTED  
 KZ0915  ___________________________________________________________________
 KZ0915  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KZ0915  DYNAMIC HT  -         378.496 (meters)    1241.78  (feet)  COMP
 KZ0915  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 KZ0915
 KZ0915  VERT ORDER  -  SECOND    CLASS 0
 KZ0915
 KZ0915.The horizontal coordinates were scaled from a topographic map and have
 KZ0915.an estimated accuracy of +/- 6 seconds.
 KZ0915
 KZ0915.The orthometric height was determined by differential leveling
 KZ0915.and adjusted by the National Geodetic Survey in June 1991..
 KZ0915
 KZ0915.The geoid height was determined by GEOID03.
 KZ0915
 KZ0915.The dynamic height is computed by dividing the NAVD 88
 KZ0915.geopotential number by the normal gravity value computed on the
 KZ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0915.degrees latitude (g = 980.6199 gals.).
 KZ0915
 KZ0915.The modeled gravity was interpolated from observed gravity values.
 KZ0915
 KZ0915;                    North         East    Units  Estimated Accuracy
 KZ0915;SPC OH N     -    82,810.      585,520.      MT  (+/- 180 meters Scaled)
 KZ0915
 KZ0915                          SUPERSEDED SURVEY CONTROL
 KZ0915
 KZ0915  NGVD 29 (??/??/92)  378.842  (m)         1242.92   (f) ADJ UNCH    2 0
 KZ0915
 KZ0915.Superseded values are not recommended for survey control.
 KZ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0915.See file dsdata.txt to determine how the superseded data were derived.
 KZ0915
 KZ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE582748(NAD 83)
 KZ0915_MARKER: DB = BENCH MARK DISK
 KZ0915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0915_SP_SET: ABUTMENT
 KZ0915_STAMPING: E 285 1959
 KZ0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0915
 KZ0915  HISTORY     - Date     Condition        Report By
 KZ0915  HISTORY     - 1959     MONUMENTED       CGS
 KZ0915  HISTORY     - 1967     GOOD             NGS
 KZ0915
 KZ0915                          STATION DESCRIPTION
 KZ0915
 KZ0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0915'2 MI NE FROM SPARTA.
 KZ0915'ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 656 FROM THE
 KZ0915'INTERSECTION OF STATE HIGHWAY 314 AT SPARTA, THENCE ABOUT 1.7
 KZ0915'MILES NORTHEAST ALONG COUNTY ROAD 10, 0.6 MILE NORTHEAST OF
 KZ0915'THE INTERSECTION OF ROAD 21, 0.7 MILE NORTHEAST OF THE JUNCTION
 KZ0915'OF ROAD 190, 13 1/2 FEET NORTHWEST OF THE CENTER LINE OF ROAD
 KZ0915'19, IN TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 KZ0915'ABUTMENT OF IRON BRIDGE WITH PLANK FLOOR OVER MILL CREEK, AND
 KZ0915'ABOUT LEVEL WITH THE ROAD.
 KZ0915
 KZ0915                          STATION RECOVERY (1967)
 KZ0915
 KZ0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0982 ***********************************************************************
 KZ0982  DESIGNATION -  E 286
 KZ0982  PID         -  KZ0982
 KZ0982  STATE/COUNTY-  OH/MORROW
 KZ0982  USGS QUAD   -  CHESTERVILLE (1961)
 KZ0982
 KZ0982                         *CURRENT SURVEY CONTROL
 KZ0982  ___________________________________________________________________
 KZ0982* NAD 83(1986)-  40 29 28.     (N)    082 40 46.     (W)     SCALED    
 KZ0982* NAVD 88     -       367.692  (meters)    1206.34   (feet)  ADJUSTED  
 KZ0982  ___________________________________________________________________
 KZ0982  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KZ0982  DYNAMIC HT  -         367.502 (meters)    1205.71  (feet)  COMP
 KZ0982  MODELED GRAV-     980,096.8   (mgal)                       NAVD 88
 KZ0982
 KZ0982  VERT ORDER  -  SECOND    CLASS 0
 KZ0982
 KZ0982.The horizontal coordinates were scaled from a topographic map and have
 KZ0982.an estimated accuracy of +/- 6 seconds.
 KZ0982
 KZ0982.The orthometric height was determined by differential leveling
 KZ0982.and adjusted by the National Geodetic Survey in June 1991..
 KZ0982
 KZ0982.The geoid height was determined by GEOID03.
 KZ0982
 KZ0982.The dynamic height is computed by dividing the NAVD 88
 KZ0982.geopotential number by the normal gravity value computed on the
 KZ0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0982.degrees latitude (g = 980.6199 gals.).
 KZ0982
 KZ0982.The modeled gravity was interpolated from observed gravity values.
 KZ0982
 KZ0982;                    North         East    Units  Estimated Accuracy
 KZ0982;SPC OH N     -    91,570.      584,790.      MT  (+/- 180 meters Scaled)
 KZ0982
 KZ0982                          SUPERSEDED SURVEY CONTROL
 KZ0982
 KZ0982  NGVD 29 (??/??/92)  367.862  (m)         1206.89   (f) ADJ UNCH    2 0
 KZ0982
 KZ0982.Superseded values are not recommended for survey control.
 KZ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0982.See file dsdata.txt to determine how the superseded data were derived.
 KZ0982
 KZ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE576836(NAD 83)
 KZ0982_MARKER: DB = BENCH MARK DISK
 KZ0982_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0982_SP_SET: ABUTMENT
 KZ0982_STAMPING: E 286 1959
 KZ0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0982
 KZ0982  HISTORY     - Date     Condition        Report By
 KZ0982  HISTORY     - 1959     MONUMENTED       CGS
 KZ0982  HISTORY     - 1967     GOOD             NGS
 KZ0982
 KZ0982                          STATION DESCRIPTION
 KZ0982
 KZ0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0982'0.8 MI N FROM CHESTERVILLE.
 KZ0982'ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 314 FROM THE INTERSECTION
 KZ0982'OF STATE HIGHWAY 95 AT CHESTERVILLE, 14 1/2 FEET WEST OF THE
 KZ0982'CENTER LINE OF THE HIGHWAY, IN TOP OF THE WEST END OF THE NORTH
 KZ0982'ABUTMENT OF 12-FOOT CONCRETE BRIDGE MRW. 314.1069 OVER A CREEK
 KZ0982'BRANCH, 1/2 FOOT WEST OF THE CONCRETE BANISTER, AND ABOUT LEVEL
 KZ0982'WITH THE HIGHWAY.
 KZ0982
 KZ0982                          STATION RECOVERY (1967)
 KZ0982
 KZ0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1881 ***********************************************************************
 KY1881  DESIGNATION -  E 287
 KY1881  PID         -  KY1881
 KY1881  STATE/COUNTY-  OH/WAYNE
 KY1881  USGS QUAD   -  FREDERICKSBURG (1994)
 KY1881
 KY1881                         *CURRENT SURVEY CONTROL
 KY1881  ___________________________________________________________________
 KY1881* NAD 83(1986)-  40 44 55.     (N)    081 50 07.     (W)     SCALED    
 KY1881* NAVD 88     -       313.268  (meters)    1027.78   (feet)  ADJUSTED  
 KY1881  ___________________________________________________________________
 KY1881  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KY1881  DYNAMIC HT  -         313.124 (meters)    1027.31  (feet)  COMP
 KY1881  MODELED GRAV-     980,155.4   (mgal)                       NAVD 88
 KY1881
 KY1881  VERT ORDER  -  SECOND    CLASS 0
 KY1881
 KY1881.The horizontal coordinates were scaled from a topographic map and have
 KY1881.an estimated accuracy of +/- 6 seconds.
 KY1881
 KY1881.The orthometric height was determined by differential leveling
 KY1881.and adjusted by the National Geodetic Survey in June 1991..
 KY1881
 KY1881.The geoid height was determined by GEOID03.
 KY1881
 KY1881.The dynamic height is computed by dividing the NAVD 88
 KY1881.geopotential number by the normal gravity value computed on the
 KY1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1881.degrees latitude (g = 980.6199 gals.).
 KY1881
 KY1881.The modeled gravity was interpolated from observed gravity values.
 KY1881
 KY1881;                    North         East    Units  Estimated Accuracy
 KY1881;SPC OH N     -   120,360.      656,140.      MT  (+/- 180 meters Scaled)
 KY1881
 KY1881                          SUPERSEDED SURVEY CONTROL
 KY1881
 KY1881  NGVD 29 (??/??/92)  313.484  (m)         1028.49   (f) ADJ UNCH    2 0
 KY1881
 KY1881.Superseded values are not recommended for survey control.
 KY1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1881.See file dsdata.txt to determine how the superseded data were derived.
 KY1881
 KY1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF294111(NAD 83)
 KY1881_MARKER: DB = BENCH MARK DISK
 KY1881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1881_SP_SET: BUILDING
 KY1881_STAMPING: E 287 1959
 KY1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1881
 KY1881  HISTORY     - Date     Condition        Report By
 KY1881  HISTORY     - 1959     MONUMENTED       CGS
 KY1881  HISTORY     - 1969     GOOD             OHDT
 KY1881  HISTORY     - 1987     GOOD             OHDT
 KY1881
 KY1881                          STATION DESCRIPTION
 KY1881
 KY1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1881'AT APPLE CREEK.
 KY1881'AT APPLE CREEK, 45 YARDS EAST-SOUTHEAST OF THE CENTER OF THE
 KY1881'CROSSING OF U.S. HIGHWAY 250 AND THE PENNSYLVANIA RAILROAD, 86
 KY1881'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 79 FEET
 KY1881'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL, SET VERTICALLY IN THE
 KY1881'NORTHWEST FACE OF BRICK TOWN HALL BUILDING HOUSING THE FIRE
 KY1881'STATION, 1.7 FEET ABOVE THE SIDEWALK, 10 1/2 FEET NORTHEAST OF
 KY1881'THE CENTER OF THE SOUTHWEST FIRE TRUCK ENTRANCE, 12 1/2 FEET
 KY1881'SOUTHWEST OF THE CENTER OF THE NORTHEAST FIRE TRUCK ENTRANCE,
 KY1881'AND ABOUT 1 1/2 FEET ABOVE THE GROUND.
 KY1881
 KY1881                          STATION RECOVERY (1969)
 KY1881
 KY1881'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1969
 KY1881'RECOVERED IN GOOD CONDITION.
 KY1881
 KY1881                          STATION RECOVERY (1987)
 KY1881
 KY1881'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1842 ***********************************************************************
 KY1842  DESIGNATION -  E 288
 KY1842  PID         -  KY1842
 KY1842  STATE/COUNTY-  OH/WAYNE
 KY1842  USGS QUAD   -  ORRVILLE (1994)
 KY1842
 KY1842                         *CURRENT SURVEY CONTROL
 KY1842  ___________________________________________________________________
 KY1842* NAD 83(1986)-  40 51 34.     (N)    081 45 50.     (W)     SCALED    
 KY1842* NAVD 88     -       307.538  (meters)    1008.98   (feet)  ADJUSTED  
 KY1842  ___________________________________________________________________
 KY1842  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KY1842  DYNAMIC HT  -         307.401 (meters)    1008.53  (feet)  COMP
 KY1842  MODELED GRAV-     980,170.5   (mgal)                       NAVD 88
 KY1842
 KY1842  VERT ORDER  -  SECOND    CLASS 0
 KY1842
 KY1842.The horizontal coordinates were scaled from a topographic map and have
 KY1842.an estimated accuracy of +/- 6 seconds.
 KY1842
 KY1842.The orthometric height was determined by differential leveling
 KY1842.and adjusted by the National Geodetic Survey in June 1991..
 KY1842
 KY1842.The geoid height was determined by GEOID03.
 KY1842
 KY1842.The dynamic height is computed by dividing the NAVD 88
 KY1842.geopotential number by the normal gravity value computed on the
 KY1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1842.degrees latitude (g = 980.6199 gals.).
 KY1842
 KY1842.The modeled gravity was interpolated from observed gravity values.
 KY1842
 KY1842;                    North         East    Units  Estimated Accuracy
 KY1842;SPC OH N     -   132,720.      662,060.      MT  (+/- 180 meters Scaled)
 KY1842
 KY1842                          SUPERSEDED SURVEY CONTROL
 KY1842
 KY1842  NGVD 29 (??/??/92)  307.767  (m)         1009.73   (f) ADJ UNCH    2 0
 KY1842
 KY1842.Superseded values are not recommended for survey control.
 KY1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1842.See file dsdata.txt to determine how the superseded data were derived.
 KY1842
 KY1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF356234(NAD 83)
 KY1842_MARKER: DB = BENCH MARK DISK
 KY1842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1842_SP_SET: ABUTMENT
 KY1842_STAMPING: E 288 1959
 KY1842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1842
 KY1842  HISTORY     - Date     Condition        Report By
 KY1842  HISTORY     - 1959     MONUMENTED       CGS
 KY1842  HISTORY     - 1971     GOOD             OHDT
 KY1842  HISTORY     - 19870331 GOOD             OHDT
 KY1842
 KY1842                          STATION DESCRIPTION
 KY1842
 KY1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1842'1.2 MI N FROM ORRVILLE.
 KY1842'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE LIBRARY
 KY1842'AT ORRVILLE, 22 FEET WEST OF THE CENTER LINE OF HIGHWAY, IN TOP
 KY1842'OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A 50-FOOT
 KY1842'HIGHWAY BRIDGE OVER LITTLE CHIPPEWA CREEK, 1 1/2 FEET WEST OF THE
 KY1842'GUARD-RAIL, AND ABOUT LEVEL WITH THE HIGHWAY AND BRIDGE FLOOR.
 KY1842
 KY1842                          STATION RECOVERY (1971)
 KY1842
 KY1842'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1842'RECOVERED IN GOOD CONDITION.
 KY1842
 KY1842                          STATION RECOVERY (1987)
 KY1842
 KY1842'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1799 ***********************************************************************
 KY1799  DESIGNATION -  E 289
 KY1799  PID         -  KY1799
 KY1799  STATE/COUNTY-  OH/WAYNE
 KY1799  USGS QUAD   -  CRESTON (1994)
 KY1799
 KY1799                         *CURRENT SURVEY CONTROL
 KY1799  ___________________________________________________________________
 KY1799* NAD 83(1986)-  40 54 59.     (N)    081 54 38.     (W)     SCALED    
 KY1799* NAVD 88     -       348.308  (meters)    1142.74   (feet)  ADJUSTED  
 KY1799  ___________________________________________________________________
 KY1799  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KY1799  DYNAMIC HT  -         348.153 (meters)    1142.23  (feet)  COMP
 KY1799  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 KY1799
 KY1799  VERT ORDER  -  SECOND    CLASS 0
 KY1799
 KY1799.The horizontal coordinates were scaled from a topographic map and have
 KY1799.an estimated accuracy of +/- 6 seconds.
 KY1799
 KY1799.The orthometric height was determined by differential leveling
 KY1799.and adjusted by the National Geodetic Survey in June 1991..
 KY1799
 KY1799.The geoid height was determined by GEOID03.
 KY1799
 KY1799.The dynamic height is computed by dividing the NAVD 88
 KY1799.geopotential number by the normal gravity value computed on the
 KY1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1799.degrees latitude (g = 980.6199 gals.).
 KY1799
 KY1799.The modeled gravity was interpolated from observed gravity values.
 KY1799
 KY1799;                    North         East    Units  Estimated Accuracy
 KY1799;SPC OH N     -   138,940.      649,650.      MT  (+/- 180 meters Scaled)
 KY1799
 KY1799                          SUPERSEDED SURVEY CONTROL
 KY1799
 KY1799  NGVD 29 (??/??/92)  348.521  (m)         1143.44   (f) ADJ UNCH    2 0
 KY1799
 KY1799.Superseded values are not recommended for survey control.
 KY1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1799.See file dsdata.txt to determine how the superseded data were derived.
 KY1799
 KY1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF233298(NAD 83)
 KY1799_MARKER: DB = BENCH MARK DISK
 KY1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1799_STAMPING: E 289 1959
 KY1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1799+STABILITY: SURFACE MOTION
 KY1799
 KY1799  HISTORY     - Date     Condition        Report By
 KY1799  HISTORY     - 1959     MONUMENTED       CGS
 KY1799  HISTORY     - 1971     GOOD             OHDT
 KY1799
 KY1799                          STATION DESCRIPTION
 KY1799
 KY1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1799'4.2 MI NE FROM MADISONBURG.
 KY1799'ABOUT 4.2 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 KY1799'OF ROAD 86 (SMITHVILLE-WESTERN ROAD) AT MADISONBURG, ABOUT 4.9
 KY1799'MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE POST OFFICE AT
 KY1799'CRESTON, 242 FEET NORTH-NORTHEAST OF THE CENTER OF THE INTERSECTION
 KY1799'OF ROAD 48, AT HERMANVILLE, 50 1/2 FEET EAST OF THE CENTER LINE OF
 KY1799'HIGHWAY 3, 3 1/2 FEET SOUTH OF POWER LINE POLE 75 CL 1 13, ABOUT
 KY1799'LEVEL WITH HIGHWAY 3, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KY1799'3 INCHES.
 KY1799
 KY1799                          STATION RECOVERY (1971)
 KY1799
 KY1799'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0829 ***********************************************************************
 KZ0829  DESIGNATION -  E 29
 KZ0829  PID         -  KZ0829
 KZ0829  STATE/COUNTY-  OH/DELAWARE
 KZ0829  USGS QUAD   -  KILBOURNE (1983)
 KZ0829
 KZ0829                         *CURRENT SURVEY CONTROL
 KZ0829  ___________________________________________________________________
 KZ0829* NAD 83(1986)-  40 15 55.     (N)    082 54 28.     (W)     SCALED    
 KZ0829* NAVD 88     -       290.830  (meters)     954.16   (feet)  ADJUSTED  
 KZ0829  ___________________________________________________________________
 KZ0829  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ0829  DYNAMIC HT  -         290.675 (meters)     953.66  (feet)  COMP
 KZ0829  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 KZ0829
 KZ0829  VERT ORDER  -  SECOND    CLASS 0
 KZ0829
 KZ0829.The horizontal coordinates were scaled from a topographic map and have
 KZ0829.an estimated accuracy of +/- 6 seconds.
 KZ0829
 KZ0829.The orthometric height was determined by differential leveling
 KZ0829.and adjusted by the National Geodetic Survey in June 1991..
 KZ0829
 KZ0829.The geoid height was determined by GEOID03.
 KZ0829
 KZ0829.The dynamic height is computed by dividing the NAVD 88
 KZ0829.geopotential number by the normal gravity value computed on the
 KZ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0829.degrees latitude (g = 980.6199 gals.).
 KZ0829
 KZ0829.The modeled gravity was interpolated from observed gravity values.
 KZ0829
 KZ0829;                    North         East    Units  Estimated Accuracy
 KZ0829;SPC OH N     -    66,560.      565,310.      MT  (+/- 180 meters Scaled)
 KZ0829
 KZ0829                          SUPERSEDED SURVEY CONTROL
 KZ0829
 KZ0829  NGVD 29 (??/??/92)  290.98   (m)          954.7    (f) COMPUTED    2 0
 KZ0829
 KZ0829.Superseded values are not recommended for survey control.
 KZ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0829.See file dsdata.txt to determine how the superseded data were derived.
 KZ0829
 KZ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE377589(NAD 83)
 KZ0829_MARKER: DB = BENCH MARK DISK
 KZ0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0829_STAMPING: E 29 1934
 KZ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0829+STABILITY: SURFACE MOTION
 KZ0829
 KZ0829  HISTORY     - Date     Condition        Report By
 KZ0829  HISTORY     - 1934     MONUMENTED       CGS
 KZ0829  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ0829  HISTORY     - 20041205 MARK NOT FOUND   USPSQD
 KZ0829
 KZ0829                          STATION DESCRIPTION
 KZ0829
 KZ0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0829'AT BERKSHIRE.
 KZ0829'AT BERKSHIRE, DELAWARE COUNTY, ON STATE HIGHWAY 37, 90 YARDS EAST
 KZ0829'OF THE CENTER OF A ROAD CROSSING, 93 FEET NORTH OF A RED BRICK
 KZ0829'BARN, 28 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12 FEET EAST
 KZ0829'OF THE EAST END OF A GATE, 7 FEET WEST OF A POLE, AND 1.8 FEET NORTH
 KZ0829'OF THE FENCE.  A STANDARD DISK, STAMPED E 29 1934 AND SET IN THE
 KZ0829'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 KZ0829
 KZ0829                          STATION RECOVERY (2004)
 KZ0829
 KZ0829'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLP)
 KZ0829'EXTENSIVE RECENT CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0640 ***********************************************************************
 KZ0640  DESIGNATION -  E 293
 KZ0640  PID         -  KZ0640
 KZ0640  STATE/COUNTY-  OH/ALLEN
 KZ0640  USGS QUAD   -  HARROD (1984)
 KZ0640
 KZ0640                         *CURRENT SURVEY CONTROL
 KZ0640  ___________________________________________________________________
 KZ0640* NAD 83(1986)-  40 42 40.     (N)    083 56 17.     (W)     SCALED    
 KZ0640* NAVD 88     -       304.773  (meters)     999.91   (feet)  ADJUSTED  
 KZ0640  ___________________________________________________________________
 KZ0640  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 KZ0640  DYNAMIC HT  -         304.619 (meters)     999.40  (feet)  COMP
 KZ0640  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 KZ0640
 KZ0640  VERT ORDER  -  SECOND    CLASS 0
 KZ0640
 KZ0640.The horizontal coordinates were scaled from a topographic map and have
 KZ0640.an estimated accuracy of +/- 6 seconds.
 KZ0640
 KZ0640.The orthometric height was determined by differential leveling
 KZ0640.and adjusted by the National Geodetic Survey in June 1991..
 KZ0640
 KZ0640.The geoid height was determined by GEOID03.
 KZ0640
 KZ0640.The dynamic height is computed by dividing the NAVD 88
 KZ0640.geopotential number by the normal gravity value computed on the
 KZ0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0640.degrees latitude (g = 980.6199 gals.).
 KZ0640
 KZ0640.The modeled gravity was interpolated from observed gravity values.
 KZ0640
 KZ0640;                    North         East    Units  Estimated Accuracy
 KZ0640;SPC OH N     -   116,980.      478,490.      MT  (+/- 180 meters Scaled)
 KZ0640
 KZ0640                          SUPERSEDED SURVEY CONTROL
 KZ0640
 KZ0640  NGVD 29 (??/??/92)  304.946  (m)         1000.48   (f) ADJ UNCH    2 0
 KZ0640
 KZ0640.Superseded values are not recommended for survey control.
 KZ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0640.See file dsdata.txt to determine how the superseded data were derived.
 KZ0640
 KZ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF518108(NAD 83)
 KZ0640_MARKER: DB = BENCH MARK DISK
 KZ0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0640_STAMPING: E 293 1960
 KZ0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0640+STABILITY: SURFACE MOTION
 KZ0640
 KZ0640  HISTORY     - Date     Condition        Report By
 KZ0640  HISTORY     - 1960     MONUMENTED       CGS
 KZ0640
 KZ0640                          STATION DESCRIPTION
 KZ0640
 KZ0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0640'0.9 MI W FROM HARROD.
 KZ0640'ABOUT 0.9 MILE WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 KZ0640'HARROD, 0.1 MILE NORTHWEST OF MILEPOST M 43, AT THE CROSSING OF
 KZ0640'CENTER ROAD, 69 YARDS NORTH-NORTHWEST OF THE CENTER OF CROSSING
 KZ0640'AND NORTH RAIL, 20 FEET WEST OF THE CENTER LINE OF ROAD, 202 FEET
 KZ0640'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 7 FEET WEST OF A
 KZ0640'CIRCULAR YELLOW PAINTED RAILROAD CROSSING SIGN, SOUTH OF AND
 KZ0640'NEXT TO A SMALL PILE OF SMALL BOULDERS, 2 FEET NORTH OF A STEEL
 KZ0640'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A
 KZ0640'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0608 ***********************************************************************
 KZ0608  DESIGNATION -  E 294
 KZ0608  PID         -  KZ0608
 KZ0608  STATE/COUNTY-  OH/HARDIN
 KZ0608  USGS QUAD   -  KENTON (1980)
 KZ0608
 KZ0608                         *CURRENT SURVEY CONTROL
 KZ0608  ___________________________________________________________________
 KZ0608* NAD 83(1986)-  40 38 29.     (N)    083 36 35.     (W)     SCALED    
 KZ0608* NAVD 88     -       294.768  (meters)     967.08   (feet)  ADJUSTED  
 KZ0608  ___________________________________________________________________
 KZ0608  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 KZ0608  DYNAMIC HT  -         294.614 (meters)     966.58  (feet)  COMP
 KZ0608  MODELED GRAV-     980,096.3   (mgal)                       NAVD 88
 KZ0608
 KZ0608  VERT ORDER  -  SECOND    CLASS 0
 KZ0608
 KZ0608.The horizontal coordinates were scaled from a topographic map and have
 KZ0608.an estimated accuracy of +/- 6 seconds.
 KZ0608
 KZ0608.The orthometric height was determined by differential leveling
 KZ0608.and adjusted by the National Geodetic Survey in June 1991..
 KZ0608
 KZ0608.The geoid height was determined by GEOID03.
 KZ0608
 KZ0608.The dynamic height is computed by dividing the NAVD 88
 KZ0608.geopotential number by the normal gravity value computed on the
 KZ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0608.degrees latitude (g = 980.6199 gals.).
 KZ0608
 KZ0608.The modeled gravity was interpolated from observed gravity values.
 KZ0608
 KZ0608;                    North         East    Units  Estimated Accuracy
 KZ0608;SPC OH N     -   108,840.      506,140.      MT  (+/- 180 meters Scaled)
 KZ0608
 KZ0608                          SUPERSEDED SURVEY CONTROL
 KZ0608
 KZ0608  NGVD 29 (??/??/92)  294.935  (m)          967.63   (f) ADJ UNCH    2 0
 KZ0608
 KZ0608.Superseded values are not recommended for survey control.
 KZ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0608.See file dsdata.txt to determine how the superseded data were derived.
 KZ0608
 KZ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF793022(NAD 83)
 KZ0608_MARKER: DB = BENCH MARK DISK
 KZ0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0608_SP_SET: FOUNDATION
 KZ0608_STAMPING: E 294 1960
 KZ0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0608
 KZ0608  HISTORY     - Date     Condition        Report By
 KZ0608  HISTORY     - 1960     MONUMENTED       CGS
 KZ0608
 KZ0608                          STATION DESCRIPTION
 KZ0608
 KZ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0608'AT KENTON.
 KZ0608'AT KENTON, ABOUT 0.55 MILE SOUTH-SOUTHWEST ALONG HIGHWAYS 67
 KZ0608'AND 68 FROM THE COURTHOUSE, AT THE INTERSECTION OF DETROIT AND
 KZ0608'ESPY STREETS, 89 FEET SOUTHWEST OF THE CENTER LINE OF DETROIT
 KZ0608'STREET, 211 FEET SOUTHEAST OF THE SOUTHEAST CURB OF ESPY STREET,
 KZ0608'SET VERTICALLY IN THE NORTHWEST FACE OF CONCRETE FOUNDATION OF
 KZ0608'MAIN PART OF NEWER AND LOWER PART OF EPSY SCHOOL, 1 1/2 FEET
 KZ0608'SOUTHWEST OF THE NORTH CORNER OF MAIN PART OF BRICK AND GLASS
 KZ0608'BUILDING, AND 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 KZ0608'ALSO ABOUT 0.2 MILE NORTH-NORTHEAST ALONG HIGHWAY 68 FROM THE
 KZ0608'CROSSING OF THE ERIE RAILROAD, AND ABOUT 0.3 MILE NORTHEAST ALONG
 KZ0608'HIGHWAY 67 FROM THE CROSSING OF THE ERIE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1447 ***********************************************************************
 KZ1447  DESIGNATION -  E 295
 KZ1447  PID         -  KZ1447
 KZ1447  STATE/COUNTY-  OH/MARION
 KZ1447  USGS QUAD   -  MARION WEST (1973)
 KZ1447
 KZ1447                         *CURRENT SURVEY CONTROL
 KZ1447  ___________________________________________________________________
 KZ1447* NAD 83(1986)-  40 35 33.     (N)    083 11 23.     (W)     SCALED    
 KZ1447* NAVD 88     -       277.707  (meters)     911.11   (feet)  ADJUSTED  
 KZ1447  ___________________________________________________________________
 KZ1447  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KZ1447  DYNAMIC HT  -         277.566 (meters)     910.65  (feet)  COMP
 KZ1447  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 KZ1447
 KZ1447  VERT ORDER  -  SECOND    CLASS 0
 KZ1447
 KZ1447.The horizontal coordinates were scaled from a topographic map and have
 KZ1447.an estimated accuracy of +/- 6 seconds.
 KZ1447
 KZ1447.The orthometric height was determined by differential leveling
 KZ1447.and adjusted by the National Geodetic Survey in June 1991..
 KZ1447
 KZ1447.The geoid height was determined by GEOID03.
 KZ1447
 KZ1447.The dynamic height is computed by dividing the NAVD 88
 KZ1447.geopotential number by the normal gravity value computed on the
 KZ1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1447.degrees latitude (g = 980.6199 gals.).
 KZ1447
 KZ1447.The modeled gravity was interpolated from observed gravity values.
 KZ1447
 KZ1447;                    North         East    Units  Estimated Accuracy
 KZ1447;SPC OH N     -   103,040.      541,620.      MT  (+/- 180 meters Scaled)
 KZ1447
 KZ1447                          SUPERSEDED SURVEY CONTROL
 KZ1447
 KZ1447  NGVD 29 (??/??/92)  277.844  (m)          911.56   (f) ADJ UNCH    2 0
 KZ1447
 KZ1447.Superseded values are not recommended for survey control.
 KZ1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1447.See file dsdata.txt to determine how the superseded data were derived.
 KZ1447
 KZ1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE147958(NAD 83)
 KZ1447_MARKER: DB = BENCH MARK DISK
 KZ1447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1447_SP_SET: ABUTMENT
 KZ1447_STAMPING: E 295 1960
 KZ1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1447
 KZ1447  HISTORY     - Date     Condition        Report By
 KZ1447  HISTORY     - 1960     MONUMENTED       CGS
 KZ1447
 KZ1447                          STATION DESCRIPTION
 KZ1447
 KZ1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ1447'2.6 MI W FROM MARION.
 KZ1447'ABOUT 2.55 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION
 KZ1447'AT MARION, 0.2 MILE WEST OF THE CROSSING OF BLACK TOP ROAD 97,
 KZ1447'0.3 MILE WEST OF ERIE RAILROAD BRIDGE OVER LITTLE SCIOTO RIVER,
 KZ1447'6.8 FEET NORTH OF THE NORTH RAIL OF THE WEST-BOUND MAIN TRACK
 KZ1447'(NORTH TRACK), IN TOP AND 2.9 FEET SOUTH OF THE NORTH END OF LOWER
 KZ1447'PART OR BRIDGE SEAT OF WEST CONCRETE AND STONE ABUTMENT OF
 KZ1447'BRIDGE NO. 2-55 OVER SWAN CREEK, AND ABOUT 4 FEET BELOW THE
 KZ1447'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0171 ***********************************************************************
 MD0171  DESIGNATION -  E 300
 MD0171  PID         -  MD0171
 MD0171  STATE/COUNTY-  OH/HENRY
 MD0171  USGS QUAD   -  FLORIDA (1977)
 MD0171
 MD0171                         *CURRENT SURVEY CONTROL
 MD0171  ___________________________________________________________________
 MD0171* NAD 83(1986)-  41 16 03.     (N)    084 12 36.     (W)     SCALED    
 MD0171* NAVD 88     -       218.224  (meters)     715.96   (feet)  POSTED    
 MD0171  ___________________________________________________________________
 MD0171  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 MD0171  DYNAMIC HT  -         218.130 (meters)     715.65  (feet)  COMP
 MD0171  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 MD0171
 MD0171  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0171
 MD0171.The horizontal coordinates were scaled from a topographic map and have
 MD0171.an estimated accuracy of +/- 6 seconds.
 MD0171
 MD0171.The orthometric height was determined by differential leveling
 MD0171.and adjusted by the National Geodetic Survey in 1992..
 MD0171.No vertical observational check was made to the station.
 MD0171.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0171.was located on a no-check spur therefore a value was not computed.
 MD0171
 MD0171.The geoid height was determined by GEOID03.
 MD0171
 MD0171.The dynamic height is computed by dividing the NAVD 88
 MD0171.geopotential number by the normal gravity value computed on the
 MD0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0171.degrees latitude (g = 980.6199 gals.).
 MD0171
 MD0171.The modeled gravity was interpolated from observed gravity values.
 MD0171
 MD0171;                    North         East    Units  Estimated Accuracy
 MD0171;SPC OH N     -   179,170.      456,730.      MT  (+/- 180 meters Scaled)
 MD0171
 MD0171                          SUPERSEDED SURVEY CONTROL
 MD0171
 MD0171  NGVD 29 (??/??/92)  218.420  (m)          716.60   (f) ADJ UNCH    2 0
 MD0171
 MD0171.Superseded values are not recommended for survey control.
 MD0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0171.See file dsdata.txt to determine how the superseded data were derived.
 MD0171
 MD0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL337722(NAD 83)
 MD0171_MARKER: DB = BENCH MARK DISK
 MD0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0171_STAMPING: E 300 1963
 MD0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0171+STABILITY: SURFACE MOTION
 MD0171
 MD0171  HISTORY     - Date     Condition        Report By
 MD0171  HISTORY     - 1963     MONUMENTED       CGS
 MD0171  HISTORY     - 1984     GOOD             USPSQD
 MD0171
 MD0171                          STATION DESCRIPTION
 MD0171
 MD0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0171'3.9 MI SE FROM FLORIDA.
 MD0171'FROM THE SOUTH END OF A STEEL BRIDGE OVER THE MAUMEE RIVER IN
 MD0171'FLORIDA, GO 3.9 MILES SOUTHEASTERLY ON COUNTY ROAD 18.  THE
 MD0171'BENCH MARK IS 1.0 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 281
 MD0171'AND COUNTY ROAD 18, AT THE JUNCTION OF COUNTY ROAD 18 AND COUNTY
 MD0171'ROAD H, 26.0 FEET NORTH OF THE CENTER OF COUNTY ROAD H, 19.5
 MD0171'FEET EAST OF THE CENTER OF COUNTY ROAD 18, 9.3 FEET SOUTH OF A
 MD0171'POWER LINE POLE WITH A GUY WIRE, 1.7 FEET EAST OF A WITNESS POST.
 MD0171'THE DISK IS STAMPED E 300 1963, SET IN TOP OF A CONCRETE MONUMENT
 MD0171'10 INCHES IN DIAMETER THAT PROJECTS 4 INCHES.
 MD0171
 MD0171                          STATION RECOVERY (1984)
 MD0171
 MD0171'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1408 ***********************************************************************
 MB1408  DESIGNATION -  E 301
 MB1408  PID         -  MB1408
 MB1408  STATE/COUNTY-  OH/SUMMIT
 MB1408  USGS QUAD   -  AKRON WEST (1994)
 MB1408
 MB1408                         *CURRENT SURVEY CONTROL
 MB1408  ___________________________________________________________________
 MB1408* NAD 83(1986)-  41 02 43.     (N)    081 32 52.     (W)     SCALED    
 MB1408* NAVD 88     -       304.654  (meters)     999.52   (feet)  ADJUSTED  
 MB1408  ___________________________________________________________________
 MB1408  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MB1408  DYNAMIC HT  -         304.519 (meters)     999.08  (feet)  COMP
 MB1408  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 MB1408
 MB1408  VERT ORDER  -  FIRST     CLASS II
 MB1408
 MB1408.The horizontal coordinates were scaled from a topographic map and have
 MB1408.an estimated accuracy of +/- 6 seconds.
 MB1408
 MB1408.The orthometric height was determined by differential leveling
 MB1408.and adjusted by the National Geodetic Survey in June 1991..
 MB1408
 MB1408.The geoid height was determined by GEOID03.
 MB1408
 MB1408.The dynamic height is computed by dividing the NAVD 88
 MB1408.geopotential number by the normal gravity value computed on the
 MB1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1408.degrees latitude (g = 980.6199 gals.).
 MB1408
 MB1408.The modeled gravity was interpolated from observed gravity values.
 MB1408
 MB1408;                    North         East    Units  Estimated Accuracy
 MB1408;SPC OH N     -   153,530.      680,050.      MT  (+/- 180 meters Scaled)
 MB1408
 MB1408                          SUPERSEDED SURVEY CONTROL
 MB1408
 MB1408  NGVD 29 (??/??/92)  304.851  (m)         1000.17   (f) ADJ UNCH    1 2
 MB1408
 MB1408.Superseded values are not recommended for survey control.
 MB1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1408.See file dsdata.txt to determine how the superseded data were derived.
 MB1408
 MB1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF539439(NAD 83)
 MB1408_MARKER: DB = BENCH MARK DISK
 MB1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1408_SP_SET: CON PILLAR
 MB1408_STAMPING: E 301 1963
 MB1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1408
 MB1408  HISTORY     - Date     Condition        Report By
 MB1408  HISTORY     - 1963     MONUMENTED       CGS
 MB1408
 MB1408                          STATION DESCRIPTION
 MB1408
 MB1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1408'AT AKRON.
 MB1408'AT AKRON, SET VERTICALLY IN THE WEST CONCRETE PILLAR AT THE
 MB1408'NORTH END OF MANCHESTER ROAD OVERPASS OVER KENMORE BLVD, 8.3
 MB1408'FEET NORTH OF THE CURB OF KENMORE BLVD, AND 1.5 FEET ABOVE THE
 MB1408'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1327 ***********************************************************************
 MB1327  DESIGNATION -  E 302
 MB1327  PID         -  MB1327
 MB1327  STATE/COUNTY-  OH/SUMMIT
 MB1327  USGS QUAD   -  PENINSULA (1994)
 MB1327
 MB1327                         *CURRENT SURVEY CONTROL
 MB1327  ___________________________________________________________________
 MB1327* NAD 83(1986)-  41 07 53.     (N)    081 30 29.     (W)     SCALED    
 MB1327* NAVD 88     -       310.707  (meters)    1019.38   (feet)  ADJUSTED  
 MB1327  ___________________________________________________________________
 MB1327  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB1327  DYNAMIC HT  -         310.572 (meters)    1018.93  (feet)  COMP
 MB1327  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 MB1327
 MB1327  VERT ORDER  -  FIRST     CLASS II
 MB1327
 MB1327.The horizontal coordinates were scaled from a topographic map and have
 MB1327.an estimated accuracy of +/- 6 seconds.
 MB1327
 MB1327.The orthometric height was determined by differential leveling
 MB1327.and adjusted by the National Geodetic Survey in June 1991..
 MB1327
 MB1327.The geoid height was determined by GEOID03.
 MB1327
 MB1327.The dynamic height is computed by dividing the NAVD 88
 MB1327.geopotential number by the normal gravity value computed on the
 MB1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1327.degrees latitude (g = 980.6199 gals.).
 MB1327
 MB1327.The modeled gravity was interpolated from observed gravity values.
 MB1327
 MB1327;                    North         East    Units  Estimated Accuracy
 MB1327;SPC OH N     -   163,130.      683,290.      MT  (+/- 180 meters Scaled)
 MB1327
 MB1327                          SUPERSEDED SURVEY CONTROL
 MB1327
 MB1327  NGVD 29 (??/??/92)  310.904  (m)         1020.02   (f) ADJ UNCH    1 2
 MB1327
 MB1327.Superseded values are not recommended for survey control.
 MB1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1327.See file dsdata.txt to determine how the superseded data were derived.
 MB1327
 MB1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF573534(NAD 83)
 MB1327_MARKER: DB = BENCH MARK DISK
 MB1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1327_STAMPING: E 302 1964
 MB1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1327+STABILITY: SURFACE MOTION
 MB1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1327+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 MB1327
 MB1327  HISTORY     - Date     Condition        Report By
 MB1327  HISTORY     - 1964     MONUMENTED       CGS
 MB1327  HISTORY     - 20020717 GOOD             INDIV
 MB1327
 MB1327                          STATION DESCRIPTION
 MB1327
 MB1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1327'AT CUYAHOGA FALLS.
 MB1327'AT CUYAHOGA FALLS, NEAR THE INTERSECTION OF NORTH MAIN STREET
 MB1327'AND SACKETT AVENUE, AT THE SOUTHWEST CORNER OF A POWER
 MB1327'SUB-STATION, 106 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION,
 MB1327'76 FEET EAST OF THE EAST CURB OF NORTH MAIN STREET, 30.5 FEET
 MB1327'NORTH OF THE NORTH CURB OF SACKETT AVENUE, 3.5 FEET NORTHWEST OF
 MB1327'THE SOUTHWEST CORNER OF STEEL FENCE AROUND SUB-STATION,
 MB1327'ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE AND SET IN THE TOP
 MB1327'OF A CONCRETE POST PROJECTING 0.2 FOOT.
 MB1327
 MB1327                          STATION RECOVERY (2002)
 MB1327
 MB1327'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SKG)
 MB1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1237 ***********************************************************************
 MB1237  DESIGNATION -  E 303
 MB1237  PID         -  MB1237
 MB1237  STATE/COUNTY-  OH/SUMMIT
 MB1237  USGS QUAD   -  AKRON EAST (1964)
 MB1237
 MB1237                         *CURRENT SURVEY CONTROL
 MB1237  ___________________________________________________________________
 MB1237* NAD 83(1986)-  41 03 42.     (N)    081 25 29.     (W)     SCALED    
 MB1237* NAVD 88     -       325.629  (meters)    1068.33   (feet)  ADJUSTED  
 MB1237  ___________________________________________________________________
 MB1237  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB1237  DYNAMIC HT  -         325.484 (meters)    1067.86  (feet)  COMP
 MB1237  MODELED GRAV-     980,169.5   (mgal)                       NAVD 88
 MB1237
 MB1237  VERT ORDER  -  FIRST     CLASS II
 MB1237
 MB1237.The horizontal coordinates were scaled from a topographic map and have
 MB1237.an estimated accuracy of +/- 6 seconds.
 MB1237
 MB1237.The orthometric height was determined by differential leveling
 MB1237.and adjusted by the National Geodetic Survey in June 1991..
 MB1237
 MB1237.The geoid height was determined by GEOID03.
 MB1237
 MB1237.The dynamic height is computed by dividing the NAVD 88
 MB1237.geopotential number by the normal gravity value computed on the
 MB1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1237.degrees latitude (g = 980.6199 gals.).
 MB1237
 MB1237.The modeled gravity was interpolated from observed gravity values.
 MB1237
 MB1237;                    North         East    Units  Estimated Accuracy
 MB1237;SPC OH N     -   155,470.      690,380.      MT  (+/- 180 meters Scaled)
 MB1237
 MB1237                          SUPERSEDED SURVEY CONTROL
 MB1237
 MB1237  NGVD 29 (??/??/92)  325.821  (m)         1068.96   (f) ADJ UNCH    1 2
 MB1237
 MB1237.Superseded values are not recommended for survey control.
 MB1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1237.See file dsdata.txt to determine how the superseded data were derived.
 MB1237
 MB1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF643456(NAD 83)
 MB1237_MARKER: DD = SURVEY DISK
 MB1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1237_SP_SET: CULVERT
 MB1237_STAMPING: E 303
 MB1237_MARK LOGO: CGS   
 MB1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1237
 MB1237  HISTORY     - Date     Condition        Report By
 MB1237  HISTORY     - UNK      MONUMENTED       OH-153
 MB1237  HISTORY     - 1964     GOOD             CGS
 MB1237  HISTORY     - 1989     GOOD             USPSQD
 MB1237
 MB1237                          STATION DESCRIPTION
 MB1237
 MB1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1237'AT AKRON.
 MB1237'ABOUT 0.55 MILE SOUTHEAST ALONG GILCHRIST ROAD FROM THE EAST
 MB1237'EXPRESSWAY OVERPASS OVER GILCHRIST ROAD, NEAR THE AKRON STORAGE
 MB1237'BUILDING, SET ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 MB1237'CONCRETE HEAD WALL OF A 4 FOOT BOX CULVERT WITH WING WALL UNDER
 MB1237'GILCHRIST ROAD, 20 FEET SOUTHWEST OF THE CENTER LINE OF GILCHRIST
 MB1237'ROAD, AND ABOUT LEVEL WITH THE ROAD.
 MB1237
 MB1237                          STATION RECOVERY (1989)
 MB1237
 MB1237'RECOVERY NOTE BY US POWER SQUADRON 1989 (KM)
 MB1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1020 ***********************************************************************
 KY1020  DESIGNATION -  E 304
 KY1020  PID         -  KY1020
 KY1020  STATE/COUNTY-  OH/COLUMBIANA
 KY1020  USGS QUAD   -  COLUMBIANA (1994)
 KY1020
 KY1020                         *CURRENT SURVEY CONTROL
 KY1020  ___________________________________________________________________
 KY1020* NAD 83(1986)-  40 52 54.     (N)    080 39 47.     (W)     SCALED    
 KY1020* NAVD 88     -       340.846  (meters)    1118.26   (feet)  ADJUSTED  
 KY1020  ___________________________________________________________________
 KY1020  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KY1020  DYNAMIC HT  -         340.678 (meters)    1117.71  (feet)  COMP
 KY1020  MODELED GRAV-     980,120.5   (mgal)                       NAVD 88
 KY1020
 KY1020  VERT ORDER  -  FIRST     CLASS I
 KY1020
 KY1020.The horizontal coordinates were scaled from a topographic map and have
 KY1020.an estimated accuracy of +/- 6 seconds.
 KY1020
 KY1020.The orthometric height was determined by differential leveling
 KY1020.and adjusted by the National Geodetic Survey in June 1991..
 KY1020
 KY1020.The geoid height was determined by GEOID03.
 KY1020
 KY1020.The dynamic height is computed by dividing the NAVD 88
 KY1020.geopotential number by the normal gravity value computed on the
 KY1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1020.degrees latitude (g = 980.6199 gals.).
 KY1020
 KY1020.The modeled gravity was interpolated from observed gravity values.
 KY1020
 KY1020;                    North         East    Units  Estimated Accuracy
 KY1020;SPC OH N     -   136,550.      754,810.      MT  (+/- 180 meters Scaled)
 KY1020
 KY1020                          SUPERSEDED SURVEY CONTROL
 KY1020
 KY1020  NGVD 29 (??/??/92)  340.983  (m)         1118.71   (f) ADJ UNCH    1 1
 KY1020
 KY1020.Superseded values are not recommended for survey control.
 KY1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1020.See file dsdata.txt to determine how the superseded data were derived.
 KY1020
 KY1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF283256(NAD 83)
 KY1020_MARKER: DB = BENCH MARK DISK
 KY1020_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY1020_SP_SET: 8 FEET
 KY1020_STAMPING: E 304 1966
 KY1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1020
 KY1020  HISTORY     - Date     Condition        Report By
 KY1020  HISTORY     - 1966     MONUMENTED       CGS
 KY1020
 KY1020                          STATION DESCRIPTION
 KY1020
 KY1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1020'1.7 MI SE FROM COLUMBIANA.
 KY1020'ABOUT 1.7 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1020'THE STATION AT COLUMBIANA, IN SECTION 11, R 2 W, T 12 N, ABOUT
 KY1020'0.1 MILE NORTHWEST OF MILEPOST P 58, ABOUT 3 1/2 RAILS SOUTHEAST
 KY1020'OF A RAILROAD JUNCTION FOR A SIDE TRACK LEADING TO GAS STORAGE
 KY1020'TANKS, 20 FEET NORTHEAST OF AND ACROSS A SIDE TRACK FROM THE
 KY1020'THE NORTHEAST RAIL OF THE WESTBOUND MAIN TRACK, 7.3 FEET
 KY1020'NORTHEAST OF THE NORTHEAST RAIL OF THE SIDE TRACK, 2 FEET
 KY1020'SOUTHEAST OF A TELEGRAPH POLE, IN LINE WITH ROW OF POLES,
 KY1020'1 FOOT NORTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 KY1020'LEVEL OF THE MAIN TRACK AND IS A DISK ON THE TOP OF A COPPER
 KY1020'COATED STEEL ROD 4 INCHES UNDERGROUND AND PROTECTED BY AN 8-INCH
 KY1020'TILE WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO
 KY1020'REFUSAL AT A DEPTH OF 8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1256 ***********************************************************************
 KY1256  DESIGNATION -  E 305
 KY1256  PID         -  KY1256
 KY1256  STATE/COUNTY-  OH/STARK
 KY1256  USGS QUAD   -  CANTON EAST (1985)
 KY1256
 KY1256                         *CURRENT SURVEY CONTROL
 KY1256  ___________________________________________________________________
 KY1256* NAD 83(1986)-  40 49 55.     (N)    081 16 31.     (W)     SCALED    
 KY1256* NAVD 88     -       336.183  (meters)    1102.96   (feet)  ADJUSTED  
 KY1256  ___________________________________________________________________
 KY1256  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KY1256  DYNAMIC HT  -         336.024 (meters)    1102.44  (feet)  COMP
 KY1256  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 KY1256
 KY1256  VERT ORDER  -  FIRST     CLASS I
 KY1256
 KY1256.The horizontal coordinates were scaled from a topographic map and have
 KY1256.an estimated accuracy of +/- 6 seconds.
 KY1256
 KY1256.The orthometric height was determined by differential leveling
 KY1256.and adjusted by the National Geodetic Survey in June 1991..
 KY1256
 KY1256.The geoid height was determined by GEOID03.
 KY1256
 KY1256.The dynamic height is computed by dividing the NAVD 88
 KY1256.geopotential number by the normal gravity value computed on the
 KY1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1256.degrees latitude (g = 980.6199 gals.).
 KY1256
 KY1256.The modeled gravity was interpolated from observed gravity values.
 KY1256
 KY1256;                    North         East    Units  Estimated Accuracy
 KY1256;SPC OH N     -   130,120.      703,300.      MT  (+/- 180 meters Scaled)
 KY1256
 KY1256                          SUPERSEDED SURVEY CONTROL
 KY1256
 KY1256  NGVD 29 (??/??/92)  336.366  (m)         1103.56   (f) ADJ UNCH    1 1
 KY1256
 KY1256.Superseded values are not recommended for survey control.
 KY1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1256.See file dsdata.txt to determine how the superseded data were derived.
 KY1256
 KY1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF767201(NAD 83)
 KY1256_MARKER: DB = BENCH MARK DISK
 KY1256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1256_SP_SET: BRIDGE
 KY1256_STAMPING: E 305 1966
 KY1256_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1256
 KY1256  HISTORY     - Date     Condition        Report By
 KY1256  HISTORY     - 1966     MONUMENTED       CGS
 KY1256  HISTORY     - 19911122 GOOD             OHDT
 KY1256  HISTORY     - 20041106 GOOD             USPSQD
 KY1256
 KY1256                          STATION DESCRIPTION
 KY1256
 KY1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1256'0.7 MI SW FROM LOUISVILLE.
 KY1256'ABOUT 0.7 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1256'THE CROSSING OF STATE HIGHWAY 153 AT LOUISVILLE, IN SECTION 29,
 KY1256'R 7 W, T 19 N, ABOUT 0.2 MILE NORTHEAST OF MILEPOST 96, 11.5 FEET
 KY1256'SOUTHWEST OF BENCH MARK 1100 (PRR) DESCRIBED, SET ON THE TOP OF
 KY1256'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL FOR A
 KY1256'10-FOOT STONE AND CONCRETE BRIDGE OVER A SMALL STREAM, 22.5 FEET
 KY1256'NORTHWEST OF THE NORTHWEST RAIL OF THE NEAR TRACK, 2.5 FEET
 KY1256'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND 2 FEET BELOW
 KY1256'THE LEVEL OF THE TRACK.
 KY1256
 KY1256                          STATION RECOVERY (1991)
 KY1256
 KY1256'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 KY1256'----- REPORT BY ODOT ----------1991----------- CONDITION - GOOD -----
 KY1256
 KY1256                          STATION RECOVERY (2004)
 KY1256
 KY1256'RECOVERY NOTE BY US POWER SQUADRON 2004
 KY1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1702 ***********************************************************************
 KY1702  DESIGNATION -  E 306
 KY1702  PID         -  KY1702
 KY1702  STATE/COUNTY-  OH/WAYNE
 KY1702  USGS QUAD   -  DOYLESTOWN (1994)
 KY1702
 KY1702                         *CURRENT SURVEY CONTROL
 KY1702  ___________________________________________________________________
 KY1702* NAD 83(1986)-  40 55 33.     (N)    081 38 55.     (W)     SCALED    
 KY1702* NAVD 88     -       292.665  (meters)     960.19   (feet)  ADJUSTED  
 KY1702  ___________________________________________________________________
 KY1702  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KY1702  DYNAMIC HT  -         292.535 (meters)     959.76  (feet)  COMP
 KY1702  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 KY1702
 KY1702  VERT ORDER  -  FIRST     CLASS I
 KY1702
 KY1702.The horizontal coordinates were scaled from a topographic map and have
 KY1702.an estimated accuracy of +/- 6 seconds.
 KY1702
 KY1702.The orthometric height was determined by differential leveling
 KY1702.and adjusted by the National Geodetic Survey in June 1991..
 KY1702
 KY1702.The geoid height was determined by GEOID03.
 KY1702
 KY1702.The dynamic height is computed by dividing the NAVD 88
 KY1702.geopotential number by the normal gravity value computed on the
 KY1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1702.degrees latitude (g = 980.6199 gals.).
 KY1702
 KY1702.The modeled gravity was interpolated from observed gravity values.
 KY1702
 KY1702;                    North         East    Units  Estimated Accuracy
 KY1702;SPC OH N     -   140,180.      671,710.      MT  (+/- 180 meters Scaled)
 KY1702
 KY1702                          SUPERSEDED SURVEY CONTROL
 KY1702
 KY1702  NGVD 29 (??/??/92)  292.864  (m)          960.84   (f) ADJ UNCH    1 1
 KY1702
 KY1702.Superseded values are not recommended for survey control.
 KY1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1702.See file dsdata.txt to determine how the superseded data were derived.
 KY1702
 KY1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF453307(NAD 83)
 KY1702_MARKER: DB = BENCH MARK DISK
 KY1702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1702_SP_SET: PIER LEG
 KY1702_STAMPING: E 306 1967
 KY1702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1702
 KY1702  HISTORY     - Date     Condition        Report By
 KY1702  HISTORY     - 1967     MONUMENTED       CGS
 KY1702  HISTORY     - 1987     GOOD             OHDT
 KY1702  HISTORY     - 19991030 GOOD             USPSQD
 KY1702
 KY1702                          STATION DESCRIPTION
 KY1702
 KY1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY1702'AT WARWICK.
 KY1702'AT WARWICK, ABOUT 0.35 MILE NORTHWEST ALONG THE BALTIMORE AND
 KY1702'OHIO RAILROAD FROM THE SWITCH TOWER AT WARWICK, IN SECTION 25,
 KY1702'R 11 W, T 18 N, NEAR MILEPOLE 144-8, SET VERTICALLY IN THE
 KY1702'NORTHEAST FACE OF THE SOUTHEAST LEG OF THE SOUTHWEST PIER UNDER
 KY1702'THE NORTHBOUND LANE OF THE U.S. HIGHWAY 21 OVERPASS OVER TRACKS,
 KY1702'11 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST ONE OF
 KY1702'FOUR TRACKS, 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT
 KY1702'LEVEL WITH THE TRACKS.
 KY1702
 KY1702                          STATION RECOVERY (1987)
 KY1702
 KY1702'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1702'RECOVERED IN GOOD CONDITION.
 KY1702
 KY1702                          STATION RECOVERY (1999)
 KY1702
 KY1702'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY1702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1032 ***********************************************************************
 KZ1032  DESIGNATION -  E 307
 KZ1032  PID         -  KZ1032
 KZ1032  STATE/COUNTY-  OH/RICHLAND
 KZ1032  USGS QUAD   -  SHELBY (1980)
 KZ1032
 KZ1032                         *CURRENT SURVEY CONTROL
 KZ1032  ___________________________________________________________________
 KZ1032* NAD 83(1986)-  40 57 07.     (N)    082 41 10.     (W)     SCALED    
 KZ1032* NAVD 88     -       334.677  (meters)    1098.02   (feet)  ADJUSTED  
 KZ1032  ___________________________________________________________________
 KZ1032  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KZ1032  DYNAMIC HT  -         334.519 (meters)    1097.50  (feet)  COMP
 KZ1032  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 KZ1032
 KZ1032  VERT ORDER  -  FIRST     CLASS I
 KZ1032
 KZ1032.The horizontal coordinates were scaled from a topographic map and have
 KZ1032.an estimated accuracy of +/- 6 seconds.
 KZ1032
 KZ1032.The orthometric height was determined by differential leveling
 KZ1032.and adjusted by the National Geodetic Survey in June 1991..
 KZ1032
 KZ1032.The geoid height was determined by GEOID03.
 KZ1032
 KZ1032.The dynamic height is computed by dividing the NAVD 88
 KZ1032.geopotential number by the normal gravity value computed on the
 KZ1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1032.degrees latitude (g = 980.6199 gals.).
 KZ1032
 KZ1032.The modeled gravity was interpolated from observed gravity values.
 KZ1032
 KZ1032;                    North         East    Units  Estimated Accuracy
 KZ1032;SPC OH N     -   142,740.      584,330.      MT  (+/- 180 meters Scaled)
 KZ1032
 KZ1032                          SUPERSEDED SURVEY CONTROL
 KZ1032
 KZ1032  NGVD 29 (??/??/92)  334.831  (m)         1098.52   (f) ADJ UNCH    1 1
 KZ1032
 KZ1032.Superseded values are not recommended for survey control.
 KZ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1032.See file dsdata.txt to determine how the superseded data were derived.
 KZ1032
 KZ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF580347(NAD 83)
 KZ1032_MARKER: DB = BENCH MARK DISK
 KZ1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1032_STAMPING: E 307 1967
 KZ1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1032+STABILITY: SURFACE MOTION
 KZ1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1032+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 KZ1032
 KZ1032  HISTORY     - Date     Condition        Report By
 KZ1032  HISTORY     - 1967     MONUMENTED       CGS
 KZ1032  HISTORY     - 1987     GOOD             OHDT
 KZ1032  HISTORY     - 20040529 GOOD             USPSQD
 KZ1032  HISTORY     - 20050915 GOOD             USPSQD
 KZ1032
 KZ1032                          STATION DESCRIPTION
 KZ1032
 KZ1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1032'3.3 MI S FROM PLYMOUTH.
 KZ1032'ABOUT 3.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ1032'THE WEST BROADWAY OVERPASS AT PLYMOUTH, ABOUT 0.4 MILE SOUTH OF
 KZ1032'THE CROSSING OF STATE HIGHWAY 98, 53 1/2 FEET SOUTHWEST OF THE
 KZ1032'CENTER OF THE CROSSING OF PRESTON ROAD, 77 FEET SOUTHEAST OF THE
 KZ1032'APPROXIMATE CENTER OF THE INTERSECTION OF PRESTON AND KUHN ROAD,
 KZ1032'44.9 FEET WEST OF THE WEST RAIL, 26 FEET SOUTH OF THE CENTER LINE
 KZ1032'OF PRESTON ROAD, 2 FEET EAST OF A RIGHT-OF-WAY FENCE LINE, 1.5
 KZ1032'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 KZ1032'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KZ1032'THE LEVEL OF THE GROUND.
 KZ1032
 KZ1032                          STATION RECOVERY (1987)
 KZ1032
 KZ1032'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ1032'RECOVERED IN GOOD CONDITION.
 KZ1032
 KZ1032                          STATION RECOVERY (2004)
 KZ1032
 KZ1032'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1032'WITNESS POST MISSING. VERY MUTILATED DO TO MOWING EQUIPMENT.
 KZ1032
 KZ1032                          STATION RECOVERY (2005)
 KZ1032
 KZ1032'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1582 ***********************************************************************
 KZ1582  DESIGNATION -  E 308
 KZ1582  PID         -  KZ1582
 KZ1582  STATE/COUNTY-  OH/DELAWARE
 KZ1582  USGS QUAD   -  POWELL (1988)
 KZ1582
 KZ1582                         *CURRENT SURVEY CONTROL
 KZ1582  ___________________________________________________________________
 KZ1582* NAD 83(1986)-  40 11 14.     (N)    083 00 32.     (W)     SCALED    
 KZ1582* NAVD 88     -       290.768  (meters)     953.96   (feet)  ADJUSTED  
 KZ1582  ___________________________________________________________________
 KZ1582  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KZ1582  DYNAMIC HT  -         290.615 (meters)     953.46  (feet)  COMP
 KZ1582  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 KZ1582
 KZ1582  VERT ORDER  -  FIRST     CLASS I
 KZ1582
 KZ1582.The horizontal coordinates were scaled from a topographic map and have
 KZ1582.an estimated accuracy of +/- 6 seconds.
 KZ1582
 KZ1582.The orthometric height was determined by differential leveling
 KZ1582.and adjusted by the National Geodetic Survey in June 1991..
 KZ1582
 KZ1582.The geoid height was determined by GEOID03.
 KZ1582
 KZ1582.The dynamic height is computed by dividing the NAVD 88
 KZ1582.geopotential number by the normal gravity value computed on the
 KZ1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1582.degrees latitude (g = 980.6199 gals.).
 KZ1582
 KZ1582.The modeled gravity was interpolated from observed gravity values.
 KZ1582
 KZ1582;                    North         East    Units  Estimated Accuracy
 KZ1582;SPC OH N     -    57,930.      556,660.      MT  (+/- 180 meters Scaled)
 KZ1582
 KZ1582                          SUPERSEDED SURVEY CONTROL
 KZ1582
 KZ1582  NGVD 29 (??/??/92)  290.922  (m)          954.47   (f) ADJ UNCH    1 1
 KZ1582
 KZ1582.Superseded values are not recommended for survey control.
 KZ1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1582.See file dsdata.txt to determine how the superseded data were derived.
 KZ1582
 KZ1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE289504(NAD 83)
 KZ1582_MARKER: DB = BENCH MARK DISK
 KZ1582_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ1582_SP_SET: 10 FEET
 KZ1582_STAMPING: E 308 1967
 KZ1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1582
 KZ1582  HISTORY     - Date     Condition        Report By
 KZ1582  HISTORY     - 1967     MONUMENTED       CGS
 KZ1582  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KZ1582
 KZ1582                          STATION DESCRIPTION
 KZ1582
 KZ1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1582'6.8 MI N FROM WORTHINGTON.
 KZ1582'ABOUT 6.75 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1582'FROM THE CROSSING OF STATE HIGHWAY 161 AT WORTHINGTON, ABOUT
 KZ1582'0.8 MILE SOUTH OF THE CROSSING OF COUNTY ROAD NO. 106 AT LEWIS
 KZ1582'CENTER, 40.1 FEET EAST OF THE EAST RAIL OF THE EAST TRACK OF THE
 KZ1582'PENNSYLVANIA RAILROAD, 21.9 FEET WEST OF THE WEST RAIL OF THE NYCRR,
 KZ1582'16 1/2 FEET SOUTHWEST OF MILEPOST 123, 2 1/2 FEET BELOW THE LEVEL
 KZ1582'OF THE NYCRR AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 KZ1582'ROD PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 KZ1582'BY A 4 INCH METAL PIPE WHICH PROJECTS 5 INCHES ABOVE THE LEVEL
 KZ1582'OF THE GROUND.  THE ROD WAS HAND DRIVEN TO A DEPTH OF 10 FEET.
 KZ1582
 KZ1582                          STATION RECOVERY (1990)
 KZ1582
 KZ1582'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0747 ***********************************************************************
 JY0747  DESIGNATION -  E 309
 JY0747  PID         -  JY0747
 JY0747  STATE/COUNTY-  OH/PICKAWAY
 JY0747  USGS QUAD   -  LOCKBOURNE (1992)
 JY0747
 JY0747                         *CURRENT SURVEY CONTROL
 JY0747  ___________________________________________________________________
 JY0747* NAD 83(1986)-  39 45 19.     (N)    082 57 36.     (W)     SCALED    
 JY0747* NAVD 88     -       217.720  (meters)     714.30   (feet)  ADJUSTED  
 JY0747  ___________________________________________________________________
 JY0747  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JY0747  DYNAMIC HT  -         217.594 (meters)     713.89  (feet)  COMP
 JY0747  MODELED GRAV-     980,040.3   (mgal)                       NAVD 88
 JY0747
 JY0747  VERT ORDER  -  FIRST     CLASS I
 JY0747
 JY0747.The horizontal coordinates were scaled from a topographic map and have
 JY0747.an estimated accuracy of +/- 6 seconds.
 JY0747
 JY0747.The orthometric height was determined by differential leveling
 JY0747.and adjusted by the National Geodetic Survey in June 1991..
 JY0747
 JY0747.The geoid height was determined by GEOID03.
 JY0747
 JY0747.The dynamic height is computed by dividing the NAVD 88
 JY0747.geopotential number by the normal gravity value computed on the
 JY0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0747.degrees latitude (g = 980.6199 gals.).
 JY0747
 JY0747.The modeled gravity was interpolated from observed gravity values.
 JY0747
 JY0747;                    North         East    Units  Estimated Accuracy
 JY0747;SPC OH S     -   194,960.      560,580.      MT  (+/- 180 meters Scaled)
 JY0747
 JY0747                          SUPERSEDED SURVEY CONTROL
 JY0747
 JY0747  NGVD 29 (??/??/92)  217.887  (m)          714.85   (f) ADJ UNCH    1 1
 JY0747
 JY0747.Superseded values are not recommended for survey control.
 JY0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0747.See file dsdata.txt to determine how the superseded data were derived.
 JY0747
 JY0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE320024(NAD 83)
 JY0747_MARKER: DB = BENCH MARK DISK
 JY0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0747_SP_SET: CULVERT
 JY0747_STAMPING: E 309 1967
 JY0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0747
 JY0747  HISTORY     - Date     Condition        Report By
 JY0747  HISTORY     - 1967     MONUMENTED       CGS
 JY0747
 JY0747                          STATION DESCRIPTION
 JY0747
 JY0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0747'2.6 MI N FROM ASHVILLE.
 JY0747'ABOUT 2.6 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 JY0747'THE STATION AT ASHVILLE, 0.35 MILE NORTH OF AN OBERPASS, 0.1
 JY0747'MILE NORTH OF MILEPOST 687, SET ON THE TOP OF THE NORTH END OF
 JY0747'THE WEST CONCRETE HEAD WAL OF A 4-FOOT BOX CULVERT UNDER THE
 JY0747'TRACKS, 16.3 FEET WEST OF THE WEST RAIL, 1.3 FEET SOUTH OF THE
 JY0747'NORTH END OF THE HEAD WALL AND 1 FOOT BELOW THE LEVEL OF THE
 JY0747'TRACK.  NOTE-- MARK MAY BE REACHED BY GOING 1.15 MILES SOUTH ALONG
 JY0747'THE N AND W RAILWAY FROM THE CROSSING OF THE HARRISBURG-FAIRFIELD
 JY0747'ROAD AT DUVALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0009 ***********************************************************************
 KZ0009  DESIGNATION -  E 31
 KZ0009  PID         -  KZ0009
 KZ0009  STATE/COUNTY-  OH/WAYNE
 KZ0009  USGS QUAD   -  WEST SALEM (1981)
 KZ0009
 KZ0009                         *CURRENT SURVEY CONTROL
 KZ0009  ___________________________________________________________________
 KZ0009* NAD 83(1986)-  40 59 10.     (N)    082 01 34.     (W)     SCALED    
 KZ0009* NAVD 88     -       276.085  (meters)     905.79   (feet)  ADJUSTED  
 KZ0009  ___________________________________________________________________
 KZ0009  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KZ0009  DYNAMIC HT  -         275.964 (meters)     905.39  (feet)  COMP
 KZ0009  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 KZ0009
 KZ0009  VERT ORDER  -  SECOND    CLASS 0
 KZ0009
 KZ0009.The horizontal coordinates were scaled from a topographic map and have
 KZ0009.an estimated accuracy of +/- 6 seconds.
 KZ0009
 KZ0009.The orthometric height was determined by differential leveling
 KZ0009.and adjusted by the National Geodetic Survey in June 1991..
 KZ0009
 KZ0009.The geoid height was determined by GEOID03.
 KZ0009
 KZ0009.The dynamic height is computed by dividing the NAVD 88
 KZ0009.geopotential number by the normal gravity value computed on the
 KZ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0009.degrees latitude (g = 980.6199 gals.).
 KZ0009
 KZ0009.The modeled gravity was interpolated from observed gravity values.
 KZ0009
 KZ0009;                    North         East    Units  Estimated Accuracy
 KZ0009;SPC OH N     -   146,630.      639,880.      MT  (+/- 180 meters Scaled)
 KZ0009
 KZ0009                          SUPERSEDED SURVEY CONTROL
 KZ0009
 KZ0009  NGVD 29 (??/??/92)  276.29   (m)          906.5    (f) COMPUTED    2 0
 KZ0009
 KZ0009.Superseded values are not recommended for survey control.
 KZ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0009.See file dsdata.txt to determine how the superseded data were derived.
 KZ0009
 KZ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF136377(NAD 83)
 KZ0009_MARKER: DB = BENCH MARK DISK
 KZ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0009_STAMPING: E 31 1934
 KZ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0009+STABILITY: SURFACE MOTION
 KZ0009
 KZ0009  HISTORY     - Date     Condition        Report By
 KZ0009  HISTORY     - 1934     MONUMENTED       CGS
 KZ0009  HISTORY     - 1959     GOOD             NGS
 KZ0009  HISTORY     - 1985     GOOD             OHDT
 KZ0009
 KZ0009                          STATION DESCRIPTION
 KZ0009
 KZ0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0009'3 MI S FROM LODI.
 KZ0009'ABOUT 3.05 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 KZ0009'FROM THE RAILROAD OVERPASS AT LODI, 0.15 MILE SOUTH OF OVERPASS
 KZ0009'OF ERIE RAILROAD OVER THE B. AND O. RR, NEAR THE SOUTH END OF A
 KZ0009'LOW FILL, 35 FEET EAST OF EAST RAIL, 202 FEET SOUTH-SOUTHEAST OF
 KZ0009'CENTER OF CROSSING OF GRADED ROAD NO. 17, 14 1/2 FEET WEST OF A
 KZ0009'FENCE LINE, 2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 KZ0009'CONCRETE POST PROJECTING 6 INCHES.
 KZ0009
 KZ0009                          STATION RECOVERY (1985)
 KZ0009
 KZ0009'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1985
 KZ0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1065 ***********************************************************************
 KZ1065  DESIGNATION -  E 310
 KZ1065  PID         -  KZ1065
 KZ1065  STATE/COUNTY-  OH/CRAWFORD
 KZ1065  USGS QUAD   -  CRESTLINE (1982)
 KZ1065
 KZ1065                         *CURRENT SURVEY CONTROL
 KZ1065  ___________________________________________________________________
 KZ1065* NAD 83(1986)-  40 47 19.     (N)    082 44 00.     (W)     SCALED    
 KZ1065* NAVD 88     -       349.452  (meters)    1146.49   (feet)  ADJUSTED  
 KZ1065  ___________________________________________________________________
 KZ1065  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KZ1065  DYNAMIC HT  -         349.280 (meters)    1145.93  (feet)  COMP
 KZ1065  MODELED GRAV-     980,120.1   (mgal)                       NAVD 88
 KZ1065
 KZ1065  VERT ORDER  -  FIRST     CLASS I
 KZ1065
 KZ1065.The horizontal coordinates were scaled from a topographic map and have
 KZ1065.an estimated accuracy of +/- 6 seconds.
 KZ1065
 KZ1065.The orthometric height was determined by differential leveling
 KZ1065.and adjusted by the National Geodetic Survey in June 1991..
 KZ1065
 KZ1065.The geoid height was determined by GEOID03.
 KZ1065
 KZ1065.The dynamic height is computed by dividing the NAVD 88
 KZ1065.geopotential number by the normal gravity value computed on the
 KZ1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1065.degrees latitude (g = 980.6199 gals.).
 KZ1065
 KZ1065.The modeled gravity was interpolated from observed gravity values.
 KZ1065
 KZ1065;                    North         East    Units  Estimated Accuracy
 KZ1065;SPC OH N     -   124,610.      580,310.      MT  (+/- 180 meters Scaled)
 KZ1065
 KZ1065                          SUPERSEDED SURVEY CONTROL
 KZ1065
 KZ1065  NGVD 29 (??/??/92)  349.587  (m)         1146.94   (f) ADJ UNCH    1 1
 KZ1065
 KZ1065.Superseded values are not recommended for survey control.
 KZ1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1065.See file dsdata.txt to determine how the superseded data were derived.
 KZ1065
 KZ1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF537167(NAD 83)
 KZ1065_MARKER: DB = BENCH MARK DISK
 KZ1065_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ1065_SP_SET: 24 FEET
 KZ1065_STAMPING: E 310 1967
 KZ1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1065
 KZ1065  HISTORY     - Date     Condition        Report By
 KZ1065  HISTORY     - 1967     MONUMENTED       CGS
 KZ1065  HISTORY     - 1987     GOOD             OHDT
 KZ1065
 KZ1065                          STATION DESCRIPTION
 KZ1065
 KZ1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1065'AT CRESTLINE.
 KZ1065'AT CRESTLINE, ABOUT 0.1 MILE NORTHEAST ALONG THE NEW YORK
 KZ1065'CENTRAL RAILROAD FROM THE CROSSING OF U.S. HIGHWAY 30N, 38.9
 KZ1065'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NEAR TRACK, 20 1/2
 KZ1065'FEET SOUTHEAST OF THE CENTER OF A ROUND MAN-HOLE COVER, 15 FEET
 KZ1065'SOUTH OF THE EXTENDED CENTER LINE OF NORTH STREET, 19 FEET
 KZ1065'SOUTHEAST OF THE CENTER LINE OF A BLACK TOPPED STREET, 1.1 FEET
 KZ1065'SOUTHWEST OF THE GROUND END OF A GUY WIRE FOR A POWER LINE
 KZ1065'POLE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 KZ1065'WITH THE STREETS AND 6 FEET BELOW THE LEVEL OF THE TRACK, A
 KZ1065'DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES
 KZ1065'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH METAL
 KZ1065'PIPE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 KZ1065'THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 KZ1065
 KZ1065                          STATION RECOVERY (1987)
 KZ1065
 KZ1065'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DD)
 KZ1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1505 ***********************************************************************
 HY1505  DESIGNATION -  E 311
 HY1505  PID         -  HY1505
 HY1505  STATE/COUNTY-  OH/PIKE
 HY1505  USGS QUAD   -  WAKEFIELD (1986)
 HY1505
 HY1505                         *CURRENT SURVEY CONTROL
 HY1505  ___________________________________________________________________
 HY1505* NAD 83(1986)-  38 59 45.     (N)    083 01 21.     (W)     SCALED    
 HY1505* NAVD 88     -       172.435  (meters)     565.73   (feet)  ADJUSTED  
 HY1505  ___________________________________________________________________
 HY1505  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HY1505  DYNAMIC HT  -         172.329 (meters)     565.38  (feet)  COMP
 HY1505  MODELED GRAV-     980,011.6   (mgal)                       NAVD 88
 HY1505
 HY1505  VERT ORDER  -  FIRST     CLASS I
 HY1505
 HY1505.The horizontal coordinates were scaled from a topographic map and have
 HY1505.an estimated accuracy of +/- 6 seconds.
 HY1505
 HY1505.The orthometric height was determined by differential leveling
 HY1505.and adjusted by the National Geodetic Survey in June 1991..
 HY1505
 HY1505.The geoid height was determined by GEOID03.
 HY1505
 HY1505.The dynamic height is computed by dividing the NAVD 88
 HY1505.geopotential number by the normal gravity value computed on the
 HY1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1505.degrees latitude (g = 980.6199 gals.).
 HY1505
 HY1505.The modeled gravity was interpolated from observed gravity values.
 HY1505
 HY1505;                    North         East    Units  Estimated Accuracy
 HY1505;SPC OH S     -   110,680.      554,740.      MT  (+/- 180 meters Scaled)
 HY1505
 HY1505                          SUPERSEDED SURVEY CONTROL
 HY1505
 HY1505  NGVD 29 (??/??/92)  172.604  (m)          566.28   (f) ADJ UNCH    1 1
 HY1505
 HY1505.Superseded values are not recommended for survey control.
 HY1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1505.See file dsdata.txt to determine how the superseded data were derived.
 HY1505
 HY1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD248182(NAD 83)
 HY1505_MARKER: DB = BENCH MARK DISK
 HY1505_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HY1505_SP_SET: 68 FEET
 HY1505_STAMPING: E 311 1967
 HY1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1505
 HY1505  HISTORY     - Date     Condition        Report By
 HY1505  HISTORY     - 1967     MONUMENTED       CGS
 HY1505
 HY1505                          STATION DESCRIPTION
 HY1505
 HY1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1505'1.6 MI N FROM WAKEFIELD.
 HY1505'ABOUT 1.65 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1505'FROM THE BRIDGE OVER SALT CREEK AT WAKEFIELD, NEAR MILEPOST N-626,
 HY1505'SET IN THE CENTER OF A TRIANGLE FORMED BY OLD U.S. HIGHWAY 23 AND
 HY1505'A BLACK TOPPED ROAD, 122 FEET EAST OF AND ACROSS THE HIGHWAY
 HY1505'FROM THE EAST RAIL OF THE EAST TRACK, 110 FEET EAST OF AND
 HY1505'ACROSS THE HIGHWAY FROM MILEPOST N 626, 32 FEET NORTH OF THE
 HY1505'NORTH CURB OF THE ROAD ON SOUTH SIDE OF TRIANGLE, 26 FEET SOUTHWEST
 HY1505'OF THE SOUTHWEST CURB OF ROAD ON NORTH SIDE OF TRIANGLE, 3 FEET
 HY1505'SOUTH OF A POWER LINE POLE, 2 FEET WEST OF A METAL WITNESS POST,
 HY1505'ABOUT LEVEL WITH THE OLD HIGHWAY, ABOUT 5 FEET BELOW THE LEVEL
 HY1505'OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 HY1505'ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6 INCH METAL PIPE
 HY1505'WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD
 HY1505'WAS DRIVEN TO A DEPTH OF 68 FEET TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0475 ***********************************************************************
 MC0475  DESIGNATION -  E 312
 MC0475  PID         -  MC0475
 MC0475  STATE/COUNTY-  OH/SENECA
 MC0475  USGS QUAD   -  BASCOM (1972)
 MC0475
 MC0475                         *CURRENT SURVEY CONTROL
 MC0475  ___________________________________________________________________
 MC0475* NAD 83(1986)-  41 08 41.     (N)    083 21 27.     (W)     SCALED    
 MC0475* NAVD 88     -       233.822  (meters)     767.13   (feet)  ADJUSTED  
 MC0475  ___________________________________________________________________
 MC0475  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 MC0475  DYNAMIC HT  -         233.719 (meters)     766.79  (feet)  COMP
 MC0475  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 MC0475
 MC0475  VERT ORDER  -  FIRST     CLASS I
 MC0475
 MC0475.The horizontal coordinates were scaled from a topographic map and have
 MC0475.an estimated accuracy of +/- 6 seconds.
 MC0475
 MC0475.The orthometric height was determined by differential leveling
 MC0475.and adjusted by the National Geodetic Survey in April 1995..
 MC0475
 MC0475.The geoid height was determined by GEOID03.
 MC0475
 MC0475.The dynamic height is computed by dividing the NAVD 88
 MC0475.geopotential number by the normal gravity value computed on the
 MC0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0475.degrees latitude (g = 980.6199 gals.).
 MC0475
 MC0475.The modeled gravity was interpolated from observed gravity values.
 MC0475
 MC0475;                    North         East    Units  Estimated Accuracy
 MC0475;SPC OH N     -   164,490.      528,020.      MT  (+/- 180 meters Scaled)
 MC0475
 MC0475                          SUPERSEDED SURVEY CONTROL
 MC0475
 MC0475  NAVD 88 (??/??/92)  233.818  (m)          767.12   (f) UNKNOWN     1 1
 MC0475  NGVD 29 (01/19/93)  234.006  (m)          767.73   (f) ADJUSTED    1 1
 MC0475
 MC0475.Superseded values are not recommended for survey control.
 MC0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0475.See file dsdata.txt to determine how the superseded data were derived.
 MC0475
 MC0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF021575(NAD 83)
 MC0475_MARKER: DB = BENCH MARK DISK
 MC0475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC0475_SP_SET: WINGWALL
 MC0475_STAMPING: E 312 1968
 MC0475_MARK LOGO: CGS   
 MC0475_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0475+STABILITY: SURFACE MOTION
 MC0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0475+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0475
 MC0475  HISTORY     - Date     Condition        Report By
 MC0475  HISTORY     - 1968     MONUMENTED       CGS
 MC0475  HISTORY     - 19921022 GOOD             NGS
 MC0475
 MC0475                          STATION DESCRIPTION
 MC0475
 MC0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0475'3 MI E FROM FOSTORIA.
 MC0475'ABOUT 3.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0475'THE STATION AT FOSTORIA, AT MILEPOLE 33-40, ABOUT 7 RAILS WEST
 MC0475'OF THE CROSSING OF RAINEY ROAD NO. 59, SET IN THE TOP OF THE
 MC0475'SOUTH END OF THE EAST ABUTMENT OF A 60-FOOT BRIDGE OVER A SMALL
 MC0475'STREAM, 10.2 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK
 MC0475'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  IN SECTION 10,
 MC0475'R13E, T2N.
 MC0475
 MC0475                          STATION RECOVERY (1992)
 MC0475
 MC0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0475'5.0 KM (3.10 MI)  EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0475'JUNCTION OF U.S. HIGHWAY 23 IN FOSTORIA, IN TOP OF AND 0.5 M
 MC0475'(1.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL OF
 MC0475'A RAILROAD BRIDGE SPANNING WOLF CREEK, 0.1 M (0.3 FT)  WEST OF THE
 MC0475'INTERSECTION OF COUNTY ROAD 59, 3.3 M (10.8 FT)  SOUTH OF THE NEAR
 MC0475'RAIL, 1.7 M (5.6 FT) SOUTHWEST OF AN UNDERGROUND CABLE WARNING POST,
 MC0475'AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0265 ***********************************************************************
 MC0265  DESIGNATION -  E 313
 MC0265  PID         -  MC0265
 MC0265  STATE/COUNTY-  OH/LUCAS
 MC0265  USGS QUAD   -  OREGON (1995)
 MC0265
 MC0265                         *CURRENT SURVEY CONTROL
 MC0265  ___________________________________________________________________
 MC0265* NAD 83(1986)-  41 41 14.     (N)    083 29 09.     (W)     SCALED    
 MC0265* NAVD 88     -       180.386  (meters)     591.82   (feet)  ADJUSTED  
 MC0265  ___________________________________________________________________
 MC0265  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC0265  DYNAMIC HT  -         180.317 (meters)     591.59  (feet)  COMP
 MC0265  MODELED GRAV-     980,234.5   (mgal)                       NAVD 88
 MC0265
 MC0265  VERT ORDER  -  FIRST     CLASS I
 MC0265
 MC0265.The horizontal coordinates were scaled from a topographic map and have
 MC0265.an estimated accuracy of +/- 6 seconds.
 MC0265
 MC0265.The orthometric height was determined by differential leveling
 MC0265.and adjusted by the National Geodetic Survey in June 1991..
 MC0265.WARNING-Repeat measurements at this control monument indicate possible
 MC0265.vertical movement.
 MC0265
 MC0265.The geoid height was determined by GEOID03.
 MC0265
 MC0265.The dynamic height is computed by dividing the NAVD 88
 MC0265.geopotential number by the normal gravity value computed on the
 MC0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0265.degrees latitude (g = 980.6199 gals.).
 MC0265
 MC0265.The modeled gravity was interpolated from observed gravity values.
 MC0265
 MC0265;                    North         East    Units  Estimated Accuracy
 MC0265;SPC OH N     -   224,850.      517,930.      MT  (+/- 180 meters Scaled)
 MC0265
 MC0265                          SUPERSEDED SURVEY CONTROL
 MC0265
 MC0265  NGVD 29 (06/03/92)  180.577  (m)          592.44   (f) ADJUSTED    1 1
 MC0265
 MC0265.Superseded values are not recommended for survey control.
 MC0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0265.See file dsdata.txt to determine how the superseded data were derived.
 MC0265
 MC0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG931180(NAD 83)
 MC0265_MARKER: DB = BENCH MARK DISK
 MC0265_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0265_SP_SET: FOOTING
 MC0265_STAMPING: E 313 1968
 MC0265_MARK LOGO: CGS   
 MC0265_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0265+STABILITY: SURFACE MOTION
 MC0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0265+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0265
 MC0265  HISTORY     - Date     Condition        Report By
 MC0265  HISTORY     - 1968     MONUMENTED       CGS
 MC0265  HISTORY     - 1980     GOOD             NGS
 MC0265  HISTORY     - 1983     GOOD             LOCSUR
 MC0265  HISTORY     - 1985     GOOD             USPSQD
 MC0265  HISTORY     - 1987     GOOD             USPSQD
 MC0265  HISTORY     - 1989     GOOD             USPSQD
 MC0265  HISTORY     - 19930715 GOOD             NGS
 MC0265
 MC0265                          STATION DESCRIPTION
 MC0265
 MC0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0265'AT TOLEDO.
 MC0265'AT TOLEDO, ABOUT 0.2 MILE SOUTHWEST ALONG SUMMIT STREET FROM THE
 MC0265'JUNCTION OF MANHATTAN BLVD, ABOUT 56 YARDS SOUTHEAST OF THE
 MC0265'SOUTHEAST CURB OF SUMMIT STREET, AT A POWER SUB-STATION OF THE
 MC0265'TOLEDO EDISON COMPANY, SET ON THE TOP OF THE WEST CORNER OF THE
 MC0265'CONCRETE BASE SUPPORTING THE WEST LEG OF A VERY LARGE STEEL
 MC0265'TOWER, (TOWER NUMBER 6) (THE ONLY TOWER BETWEEN SUMMIT STREET
 MC0265'AND THE MAUMEE RIVER), 4 FEET ABOVE THE LEVEL OF THE GROUND AND
 MC0265'5 FEET ABOVE THE LEVEL OF THE STREET.
 MC0265
 MC0265                          STATION RECOVERY (1980)
 MC0265
 MC0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0265'RECOVERED IN GOOD CONDITION.
 MC0265
 MC0265                          STATION RECOVERY (1983)
 MC0265
 MC0265'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0265'RECOVERED IN GOOD CONDITION.
 MC0265
 MC0265                          STATION RECOVERY (1985)
 MC0265
 MC0265'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0265'ADD:--AREA IS FENCED OFF AND LOCKED BY TOLEDO EDISON.
 MC0265
 MC0265                          STATION RECOVERY (1987)
 MC0265
 MC0265'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0265'RECOVERED IN GOOD CONDITION.
 MC0265
 MC0265                          STATION RECOVERY (1989)
 MC0265
 MC0265'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 MC0265'RECOVERED IN GOOD CONDITION.
 MC0265
 MC0265                          STATION RECOVERY (1993)
 MC0265
 MC0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0265'IN TOLEDO, AT THE INTERSECTION OF SUMMIT STREET AND THE CHESSIE
 MC0265'SYSTEM RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) EAST OF THE WEST CORNER
 MC0265'OF THE NORTHWEST CONCRETE FOOTING OF HIGH LINE TOWER NUMBER 6 AT THE
 MC0265'LAPIER ELECTRIC SUBSTATION, 59.9 M (196.5 FT) SOUTHEAST OF THE
 MC0265'CENTERLINE OF THE EASTBOUND LANES OF THE STREET, 52.6 M (172.6 FT)
 MC0265'NORTHEAST OF THE NEAR RAIL, AND 1.1 M (3.6 FT) ABOVE THE GROUND
 MC0265'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0093 ***********************************************************************
 MD0093  DESIGNATION -  E 314
 MD0093  PID         -  MD0093
 MD0093  STATE/COUNTY-  OH/PUTNAM
 MD0093  USGS QUAD   -  OTTAWA (1977)
 MD0093
 MD0093                         *CURRENT SURVEY CONTROL
 MD0093  ___________________________________________________________________
 MD0093* NAD 83(1986)-  41 05 38.     (N)    084 04 23.     (W)     SCALED    
 MD0093* NAVD 88     -       226.619  (meters)     743.50   (feet)  ADJUSTED  
 MD0093  ___________________________________________________________________
 MD0093  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MD0093  DYNAMIC HT  -         226.513 (meters)     743.15  (feet)  COMP
 MD0093  MODELED GRAV-     980,149.4   (mgal)                       NAVD 88
 MD0093
 MD0093  VERT ORDER  -  FIRST     CLASS I
 MD0093
 MD0093.The horizontal coordinates were scaled from a topographic map and have
 MD0093.an estimated accuracy of +/- 6 seconds.
 MD0093
 MD0093.The orthometric height was determined by differential leveling
 MD0093.and adjusted by the National Geodetic Survey in April 1995..
 MD0093
 MD0093.The geoid height was determined by GEOID03.
 MD0093
 MD0093.The dynamic height is computed by dividing the NAVD 88
 MD0093.geopotential number by the normal gravity value computed on the
 MD0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0093.degrees latitude (g = 980.6199 gals.).
 MD0093
 MD0093.The modeled gravity was interpolated from observed gravity values.
 MD0093
 MD0093;                    North         East    Units  Estimated Accuracy
 MD0093;SPC OH N     -   159,680.      467,850.      MT  (+/- 180 meters Scaled)
 MD0093
 MD0093                          SUPERSEDED SURVEY CONTROL
 MD0093
 MD0093  NAVD 88 (06/15/91)  226.624  (m)          743.52   (f) UNKNOWN     1 1
 MD0093  NGVD 29 (01/19/93)  226.807  (m)          744.12   (f) ADJUSTED    1 1
 MD0093
 MD0093.Superseded values are not recommended for survey control.
 MD0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0093.See file dsdata.txt to determine how the superseded data were derived.
 MD0093
 MD0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL458533(NAD 83)
 MD0093_MARKER: DB = BENCH MARK DISK
 MD0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0093_SP_SET: CONCRETE POST
 MD0093_STAMPING: E 314 1968
 MD0093_MARK LOGO: CGS   
 MD0093_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0093+STABILITY: SURFACE MOTION
 MD0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0093+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0093
 MD0093  HISTORY     - Date     Condition        Report By
 MD0093  HISTORY     - 1968     MONUMENTED       CGS
 MD0093  HISTORY     - 1984     GOOD             USPSQD
 MD0093  HISTORY     - 19921020 GOOD             NGS
 MD0093
 MD0093                          STATION DESCRIPTION
 MD0093
 MD0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0093'4.6 MI W FROM LEIPSIC.
 MD0093'ABOUT 4.55 MILES WEST ALONG STATE HIGHWAY 113 FROM THE CROSSING
 MD0093'OF THE DETROIT, TOLEDO AND IRONTON RAILROAD AT LEIPSIC, 3.0 MILES
 MD0093'EAST OF THE INTERSECTION OF STATE HIGHWAY 108, NEAR THE
 MD0093'INTERSECTION OF COUNTY ROAD 11, 67 FEET NORTHEAST OF THE CENTER
 MD0093'OF THE INTERSECTION, 57 1/2 FEET EAST OF THE CENTER LINE OF THE
 MD0093'COUNTY ROAD, 34 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MD0093'2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET WEST OF A
 MD0093'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 MD0093'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 MD0093'OF THE GROUND.  IN SECTION 28, R 7 E, T 2 N.
 MD0093
 MD0093                          STATION RECOVERY (1984)
 MD0093
 MD0093'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD0093'RECOVERED IN GOOD CONDITION.
 MD0093
 MD0093                          STATION RECOVERY (1992)
 MD0093
 MD0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0093'8.2 KM (5.10 MI) WESTERLY ALONG STATE HIGHWAY 613 FROM THE JUNCTION
 MD0093'OF STATE HIGHWAY 65 IN LEIPSIC, 17.2 M (56.4 FT) EAST OF THE CENTER
 MD0093'OF COUNTY ROAD 11, 9.7 M (31.8 FT) NORTH OF THE HIGHWAY CENTERLINE,
 MD0093'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH
 MD0093'OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1016 ***********************************************************************
 MC1016  DESIGNATION -  E 316
 MC1016  PID         -  MC1016
 MC1016  STATE/COUNTY-  OH/OTTAWA
 MC1016  USGS QUAD   -  OAK HARBOR (1980)
 MC1016
 MC1016                         *CURRENT SURVEY CONTROL
 MC1016  ___________________________________________________________________
 MC1016* NAD 83(1986)-  41 31 59.     (N)    083 12 46.     (W)     SCALED    
 MC1016* NAVD 88     -       184.799  (meters)     606.29   (feet)  ADJUSTED  
 MC1016  ___________________________________________________________________
 MC1016  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 MC1016  DYNAMIC HT  -         184.724 (meters)     606.05  (feet)  COMP
 MC1016  MODELED GRAV-     980,213.8   (mgal)                       NAVD 88
 MC1016
 MC1016  VERT ORDER  -  FIRST     CLASS II
 MC1016
 MC1016.The horizontal coordinates were scaled from a topographic map and have
 MC1016.an estimated accuracy of +/- 6 seconds.
 MC1016
 MC1016.The orthometric height was determined by differential leveling
 MC1016.and adjusted by the National Geodetic Survey in June 1991..
 MC1016
 MC1016.The geoid height was determined by GEOID03.
 MC1016
 MC1016.The dynamic height is computed by dividing the NAVD 88
 MC1016.geopotential number by the normal gravity value computed on the
 MC1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1016.degrees latitude (g = 980.6199 gals.).
 MC1016
 MC1016.The modeled gravity was interpolated from observed gravity values.
 MC1016
 MC1016;                    North         East    Units  Estimated Accuracy
 MC1016;SPC OH N     -   207,500.      540,520.      MT  (+/- 180 meters Scaled)
 MC1016
 MC1016                          SUPERSEDED SURVEY CONTROL
 MC1016
 MC1016  NGVD 29 (06/03/92)  185.000  (m)          606.95   (f) ADJUSTED    1 2
 MC1016
 MC1016.Superseded values are not recommended for survey control.
 MC1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1016.See file dsdata.txt to determine how the superseded data were derived.
 MC1016
 MC1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG154002(NAD 83)
 MC1016_MARKER: I = METAL ROD
 MC1016_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC1016+WITH SETTING: INFORMATION.
 MC1016_SP_SET: SHALLOW SET METAL ROD
 MC1016_STAMPING: E 316 1980
 MC1016_PROJECTION: FLUSH
 MC1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC1016+STABILITY: POSITION/ELEVATION WELL
 MC1016_ROD/PIPE-DEPTH: 1.6  meters
 MC1016
 MC1016  HISTORY     - Date     Condition        Report By
 MC1016  HISTORY     - 1980     MONUMENTED       NGS
 MC1016  HISTORY     - 20040728 MARK NOT FOUND   OHDT
 MC1016
 MC1016                          STATION DESCRIPTION
 MC1016
 MC1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1016'5.8 KM WEST FROM OAK HARBOR.
 MC1016'5.8 KILOMETERS (3.6 MILES ) WEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC1016'THE CROSSING OF STATE HIGHWAY 19 IN OAK HARBOR, AT THE JUNCTION OF THE
 MC1016'RAILROAD AND MAIN STREET IN THE SMALL TOWN OF ROCKY RIDGE, 38.1 METERS
 MC1016'(125 FEET) SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 19.35 METERS
 MC1016'63.5 FEET) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NUMBER
 MC1016'1120 NORTH MAIN STREET (A TWO-STORY WHITE WOODEN FRAME HOUSE), 8.85
 MC1016'METERS (29.0 FEET) WEST OF THE CENTER LINE OF MAIN STREET, 5.75 METERS
 MC1016'(18.9 FEET) NORTHEAST OF A 10-INCH ELM TREE, 5.6 METERS (18.4 FEET)
 MC1016'SOUTHEAST OF A 10-INCH MAPLE TREE.
 MC1016'NOTE--SEVERAL TRYS WAS MADE TO DRIVE THE ROD BUT TO MUCH UNDERGROUND
 MC1016'ROCK, SO A DRILL HOLE WAS MADE INTO THE ROCK AND A 5-FOOT SECTION OF
 MC1016'ROD WAS CEMENTED ABOUT A FOOT INTO THE ROCK, PROTECTED BY 5-INCH PVC
 MC1016'AND LOCO CAP.
 MC1016'THE MARK IS 0.6 M BELOW STREET.
 MC1016
 MC1016                          STATION RECOVERY (2004)
 MC1016
 MC1016'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1016'HOUSE NUMBER 1120 NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1007 ***********************************************************************
 MC1007  DESIGNATION -  E 317
 MC1007  PID         -  MC1007
 MC1007  STATE/COUNTY-  OH/OTTAWA
 MC1007  USGS QUAD   -  LACARNE (1980)
 MC1007
 MC1007                         *CURRENT SURVEY CONTROL
 MC1007  ___________________________________________________________________
 MC1007* NAD 83(1986)-  41 31 13.     (N)    083 03 29.     (W)     SCALED    
 MC1007* NAVD 88     -       176.044  (meters)     577.57   (feet)  ADJUSTED  
 MC1007  ___________________________________________________________________
 MC1007  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 MC1007  DYNAMIC HT  -         175.972 (meters)     577.33  (feet)  COMP
 MC1007  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 MC1007
 MC1007  VERT ORDER  -  FIRST     CLASS II
 MC1007
 MC1007.The horizontal coordinates were scaled from a topographic map and have
 MC1007.an estimated accuracy of +/- 6 seconds.
 MC1007
 MC1007.The orthometric height was determined by differential leveling
 MC1007.and adjusted by the National Geodetic Survey in June 1991..
 MC1007
 MC1007.The geoid height was determined by GEOID03.
 MC1007
 MC1007.The dynamic height is computed by dividing the NAVD 88
 MC1007.geopotential number by the normal gravity value computed on the
 MC1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1007.degrees latitude (g = 980.6199 gals.).
 MC1007
 MC1007.The modeled gravity was interpolated from observed gravity values.
 MC1007
 MC1007;                    North         East    Units  Estimated Accuracy
 MC1007;SPC OH N     -   205,990.      553,420.      MT  (+/- 180 meters Scaled)
 MC1007
 MC1007                          SUPERSEDED SURVEY CONTROL
 MC1007
 MC1007  NGVD 29 (06/03/92)  176.250  (m)          578.25   (f) ADJUSTED    1 2
 MC1007
 MC1007.Superseded values are not recommended for survey control.
 MC1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1007.See file dsdata.txt to determine how the superseded data were derived.
 MC1007
 MC1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF282985(NAD 83)
 MC1007_MARKER: I = METAL ROD
 MC1007_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC1007_SP_SET: STAINLESS STEEL ROD
 MC1007_STAMPING: E 317 1980
 MC1007_PROJECTION: FLUSH
 MC1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1007_ROD/PIPE-DEPTH: 6.4  meters
 MC1007
 MC1007  HISTORY     - Date     Condition        Report By
 MC1007  HISTORY     - 1980     MONUMENTED       NGS
 MC1007  HISTORY     - 20040729 MARK NOT FOUND   OHDT
 MC1007
 MC1007                          STATION DESCRIPTION
 MC1007
 MC1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1007'7.2 KM EAST FROM OAK HARBOR.
 MC1007'7.2 KILOMETERS (4.5 MILES) EAST ALONG THE PENN CENTRAL RAILROAD FROM
 MC1007'THE CROSSING OF STATE HIGHWAY 19 AT OAK HARBOR, 0.08 KILOMETERS (0.05
 MC1007'MILE) NORTH OF THE CROSSING OF A PAVED ROAD, SET IN THE LAWN ON THE
 MC1007'NORTH SIDE OF A TWO-STORY FRAME HOUSE, 11.0 METERS (36.0 FEET)
 MC1007'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 7.3 METERS
 MC1007'(24.0 FEET) EAST OF THE CENTER OF THE ROAD, 7.3 METERS (24.0 FEET)
 MC1007'NORTH OF A GRAVELED DRIVE LEADING TO THE HOUSE, 3.35 METERS (11.0
 MC1007'FEET) SOUTH OF A 40-INCH TREE.
 MC1007'THE MARK IS 1.0 M BELOW ROAD.
 MC1007
 MC1007                          STATION RECOVERY (2004)
 MC1007
 MC1007'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0959 ***********************************************************************
 MC0959  DESIGNATION -  E 318
 MC0959  PID         -  MC0959
 MC0959  STATE/COUNTY-  OH/ERIE
 MC0959  USGS QUAD   -  SANDUSKY (1969)
 MC0959
 MC0959                         *CURRENT SURVEY CONTROL
 MC0959  ___________________________________________________________________
 MC0959* NAD 83(1986)-  41 26 55.     (N)    082 42 29.     (W)     SCALED    
 MC0959* NAVD 88     -       181.530  (meters)     595.57   (feet)  ADJUSTED  
 MC0959  ___________________________________________________________________
 MC0959  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 MC0959  DYNAMIC HT  -         181.455 (meters)     595.32  (feet)  COMP
 MC0959  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 MC0959
 MC0959  VERT ORDER  -  FIRST     CLASS II
 MC0959
 MC0959.The horizontal coordinates were scaled from a topographic map and have
 MC0959.an estimated accuracy of +/- 6 seconds.
 MC0959
 MC0959.The orthometric height was determined by differential leveling
 MC0959.and adjusted by the National Geodetic Survey in June 1991..
 MC0959
 MC0959.The geoid height was determined by GEOID03.
 MC0959
 MC0959.The dynamic height is computed by dividing the NAVD 88
 MC0959.geopotential number by the normal gravity value computed on the
 MC0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0959.degrees latitude (g = 980.6199 gals.).
 MC0959
 MC0959.The modeled gravity was interpolated from observed gravity values.
 MC0959
 MC0959;                    North         East    Units  Estimated Accuracy
 MC0959;SPC OH N     -   197,900.      582,620.      MT  (+/- 180 meters Scaled)
 MC0959
 MC0959                          SUPERSEDED SURVEY CONTROL
 MC0959
 MC0959  NGVD 29 (06/03/92)  181.750  (m)          596.29   (f) ADJUSTED    1 2
 MC0959
 MC0959.Superseded values are not recommended for survey control.
 MC0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0959.See file dsdata.txt to determine how the superseded data were derived.
 MC0959
 MC0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF573899(NAD 83)
 MC0959_MARKER: I = METAL ROD
 MC0959_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC0959+WITH SETTING: INFORMATION.
 MC0959_SP_SET: SHALLOW SET METAL ROD
 MC0959_STAMPING: E 318 1980
 MC0959_PROJECTION: FLUSH
 MC0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0959+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 MC0959_ROD/PIPE-DEPTH: 1.6  meters
 MC0959
 MC0959  HISTORY     - Date     Condition        Report By
 MC0959  HISTORY     - 1980     MONUMENTED       NGS
 MC0959  HISTORY     - 20040602 GOOD             USPSQD
 MC0959
 MC0959                          STATION DESCRIPTION
 MC0959
 MC0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0959'IN SANDUSKY.
 MC0959'IN SANDUSKY, AT THE JUNCTION OF COLUMBUS AVENUE, HAYES AVENUE AND
 MC0959'WEST PARK STREET, SET IN THE GRASSY AREA BETWEEN THE SIDEWALK AND
 MC0959'THE CURB ON THE NORTHEAST SIDE OF THE WORTH-MORE FURNITURE STORE,
 MC0959'4.75 METERS (15.6 FEET) NORTHWEST OF THE NORTHWEST CURB OF HAYES
 MC0959'AVENUE, 2.75 METERS (9.0 FEET) SOUTHWEST OF THE SOUTHWEST CURB OF
 MC0959'WEST PARK STREET, 2.83 METERS (9.3 FEET) NORTHEAST OF THE NORTHEAST
 MC0959'FACE OF THE STORE, 1.62 METERS (2.8 FEET) NORTHEAST OF THE NORTHEAST
 MC0959'EDGE OF THE SIDEWALK PARALLELING WEST PARK STREET.
 MC0959'NOTE-ROD DRIVEN TO REFUSAL AT 1.6 METERS.
 MC0959'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 MC0959
 MC0959                          STATION RECOVERY (2004)
 MC0959
 MC0959'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC0959'HOUSE NUMBER IS 809 COLUMBUS AVE..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0917 ***********************************************************************
 MC0917  DESIGNATION -  E 319
 MC0917  PID         -  MC0917
 MC0917  STATE/COUNTY-  OH/LORAIN
 MC0917  USGS QUAD   -  VERMILION EAST (1979)
 MC0917
 MC0917                         *CURRENT SURVEY CONTROL
 MC0917  ___________________________________________________________________
 MC0917* NAD 83(1986)-  41 25 35.     (N)    082 17 25.     (W)     SCALED    
 MC0917* NAVD 88     -       180.669  (meters)     592.74   (feet)  ADJUSTED  
 MC0917  ___________________________________________________________________
 MC0917  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 MC0917  DYNAMIC HT  -         180.597 (meters)     592.51  (feet)  COMP
 MC0917  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 MC0917
 MC0917  VERT ORDER  -  FIRST     CLASS II
 MC0917
 MC0917.The horizontal coordinates were scaled from a topographic map and have
 MC0917.an estimated accuracy of +/- 6 seconds.
 MC0917
 MC0917.The orthometric height was determined by differential leveling
 MC0917.and adjusted by the National Geodetic Survey in June 1991..
 MC0917
 MC0917.The geoid height was determined by GEOID03.
 MC0917
 MC0917.The dynamic height is computed by dividing the NAVD 88
 MC0917.geopotential number by the normal gravity value computed on the
 MC0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0917.degrees latitude (g = 980.6199 gals.).
 MC0917
 MC0917.The modeled gravity was interpolated from observed gravity values.
 MC0917
 MC0917;                    North         East    Units  Estimated Accuracy
 MC0917;SPC OH N     -   195,430.      617,530.      MT  (+/- 180 meters Scaled)
 MC0917
 MC0917                          SUPERSEDED SURVEY CONTROL
 MC0917
 MC0917  NGVD 29 (06/03/92)  180.907  (m)          593.53   (f) ADJUSTED    1 2
 MC0917
 MC0917.Superseded values are not recommended for survey control.
 MC0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0917.See file dsdata.txt to determine how the superseded data were derived.
 MC0917
 MC0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF921868(NAD 83)
 MC0917_MARKER: I = METAL ROD
 MC0917_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC0917+WITH SETTING: INFORMATION.
 MC0917_SP_SET: SHALLOW SET METAL ROD
 MC0917_STAMPING: E 319 1980
 MC0917_PROJECTION: FLUSH
 MC0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0917+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 MC0917_ROD/PIPE-DEPTH: 1.3  meters
 MC0917
 MC0917  HISTORY     - Date     Condition        Report By
 MC0917  HISTORY     - 1980     MONUMENTED       NGS
 MC0917  HISTORY     - 19970419 GOOD             USPSQD
 MC0917  HISTORY     - 20040819 GOOD             OHDT
 MC0917
 MC0917                          STATION DESCRIPTION
 MC0917
 MC0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0917'5.9 KM EAST FROM VERMILION.
 MC0917'5.9 KILOMETERS (3.65 MILES) EAST ALONG US HIGHWAY 6 FROM THE WEST END
 MC0917'OF THE BRIDGE OVER THE VERMILION RIVER IN VERMILION, ON THE WEST SIDE
 MC0917'OF BROWNHELM CREEK, NEAR AN OLD BARN THAT IS NOW BARNTREE ANTIQUES,
 MC0917'29.9 METERS (98.0 FEET) NORTHEAST OF THE NORTHEAST CORNER OF THE BARN,
 MC0917'25.9 METERS (85.0 FEET) EAST OF THE CENTER OF A GRAVEL DRIVE LEADING
 MC0917'SOUTH TO THE BARN, 13.1 METERS (43.0 FEET) SOUTH OF THE CENTER LINE
 MC0917'OF THE EASTBOUND LANES OF THE HIGHWAY, 1.4 METERS (4.6 FEET) SOUTH OF
 MC0917'A POWER POLE.
 MC0917'NOTE-MARK WAS DRIVEN TWICE IN THIS AREA, REFUSED AT 1.3 METERS.
 MC0917'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MC0917
 MC0917                          STATION RECOVERY (1997)
 MC0917
 MC0917'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC0917'RECOVERED IN GOOD CONDITION.
 MC0917
 MC0917                          STATION RECOVERY (2004)
 MC0917
 MC0917'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0917'BARN IS NO LONGER ANTIQUE SHOP.
 MC0917'MARK IS LOCATED IN HIGH WEEDS, THAT IF CUT DOWN, COULD MAKE THIS MARK
 MC0917'GPS USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1535 ***********************************************************************
 MB1535  DESIGNATION -  E 320
 MB1535  PID         -  MB1535
 MB1535  STATE/COUNTY-  OH/LORAIN
 MB1535  USGS QUAD   -  WEST VIEW (1994)
 MB1535
 MB1535                         *CURRENT SURVEY CONTROL
 MB1535  ___________________________________________________________________
 MB1535* NAD 83(1986)-  41 30 24.     (N)    081 58 36.     (W)     SCALED    
 MB1535* NAVD 88     -       187.449  (meters)     614.99   (feet)  ADJUSTED  
 MB1535  ___________________________________________________________________
 MB1535  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 MB1535  DYNAMIC HT  -         187.377 (meters)     614.75  (feet)  COMP
 MB1535  MODELED GRAV-     980,233.5   (mgal)                       NAVD 88
 MB1535
 MB1535  VERT ORDER  -  FIRST     CLASS II
 MB1535
 MB1535.The horizontal coordinates were scaled from a topographic map and have
 MB1535.an estimated accuracy of +/- 6 seconds.
 MB1535
 MB1535.The orthometric height was determined by differential leveling
 MB1535.and adjusted by the National Geodetic Survey in June 1991..
 MB1535
 MB1535.The geoid height was determined by GEOID03.
 MB1535
 MB1535.The dynamic height is computed by dividing the NAVD 88
 MB1535.geopotential number by the normal gravity value computed on the
 MB1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1535.degrees latitude (g = 980.6199 gals.).
 MB1535
 MB1535.The modeled gravity was interpolated from observed gravity values.
 MB1535
 MB1535;                    North         East    Units  Estimated Accuracy
 MB1535;SPC OH N     -   204,460.      643,690.      MT  (+/- 180 meters Scaled)
 MB1535
 MB1535                          SUPERSEDED SURVEY CONTROL
 MB1535
 MB1535  NGVD 29 (06/03/92)  187.695  (m)          615.80   (f) ADJUSTED    1 2
 MB1535
 MB1535.Superseded values are not recommended for survey control.
 MB1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1535.See file dsdata.txt to determine how the superseded data were derived.
 MB1535
 MB1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF184954(NAD 83)
 MB1535_MARKER: I = METAL ROD
 MB1535_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1535_SP_SET: STAINLESS STEEL ROD
 MB1535_STAMPING: E 320 1980
 MB1535_PROJECTION: FLUSH
 MB1535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1535+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MB1535_ROD/PIPE-DEPTH: 3.6  meters
 MB1535
 MB1535  HISTORY     - Date     Condition        Report By
 MB1535  HISTORY     - 1980     MONUMENTED       NGS
 MB1535  HISTORY     - 20040830 GOOD             OHDT
 MB1535
 MB1535                          STATION DESCRIPTION
 MB1535
 MB1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1535'3.8 KM SE FROM AVON LAKE.
 MB1535'3.8 KILOMETERS (2.35 MILES) EAST-SOUTHEAST ALONG LAKE ROAD (US HIGHWAY
 MB1535'6 AND STATE HIGHWAY 2) FROM THE JUNCTION OF AVON BELDEN ROAD (STATE
 MB1535'HIGHWAY 83) IN AVON LAKE, TO THE JUNCTION OF COVE AVENUE, SET DIRECTLY
 MB1535'ACROSS LAKE ROAD FROM THE JUNCTION OF COVE AVENUE ON THE EAST SIDE OF
 MB1535'THE PAVED ENTRANCE DRIVE FOR HOUSE NUMBER 31790 AND NORTH OF A LARGE
 MB1535'POWER POLE NUMBER 279301 WITH STREET LIGHT AND COVE AVENUE SIGN
 MB1535'ATTACHED TO THE POLE, 8.08 METERS (26.5 FEET) NORTH OF THE CENTER
 MB1535'LINE OF THE HIGHWAY, 1.52 METERS (5.0 FEET) EAST OF THE EAST EDGE OF
 MB1535'THE PAVED DRIVEWAY TO HOUSE 31790, 0.76 METER (2.5 FEET) SOUTHEAST
 MB1535'OF THE SOUTHEAST CORNER OF THE 6-FOOT HIGH STONE ENTRANCE PILLAR ON
 MB1535'THE EAST SIDE OF THE PAVED DRIVEWAY, 0.61 METERS (2.0 FEET) NORTH OF
 MB1535'POWER POLE 279301.
 MB1535'NOTE-THE ROD WAS DRIVEN TO REFUSAL AT 3.6 METERS.
 MB1535'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MB1535
 MB1535                          STATION RECOVERY (2004)
 MB1535
 MB1535'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0890 ***********************************************************************
 MC0890  DESIGNATION -  E 321
 MC0890  PID         -  MC0890
 MC0890  STATE/COUNTY-  OH/LORAIN
 MC0890  USGS QUAD   -  GRAFTON (1979)
 MC0890
 MC0890                         *CURRENT SURVEY CONTROL
 MC0890  ___________________________________________________________________
 MC0890* NAD 83(1986)-  41 30 44.     (N)    082 00 44.     (W)     SCALED    
 MC0890* NAVD 88     -       181.815  (meters)     596.50   (feet)  ADJUSTED  
 MC0890  ___________________________________________________________________
 MC0890  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 MC0890  DYNAMIC HT  -         181.746 (meters)     596.28  (feet)  COMP
 MC0890  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 MC0890
 MC0890  VERT ORDER  -  FIRST     CLASS II
 MC0890
 MC0890.The horizontal coordinates were scaled from a topographic map and have
 MC0890.an estimated accuracy of +/- 6 seconds.
 MC0890
 MC0890.The orthometric height was determined by differential leveling
 MC0890.and adjusted by the National Geodetic Survey in June 1991..
 MC0890
 MC0890.The geoid height was determined by GEOID03.
 MC0890
 MC0890.The dynamic height is computed by dividing the NAVD 88
 MC0890.geopotential number by the normal gravity value computed on the
 MC0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0890.degrees latitude (g = 980.6199 gals.).
 MC0890
 MC0890.The modeled gravity was interpolated from observed gravity values.
 MC0890
 MC0890;                    North         East    Units  Estimated Accuracy
 MC0890;SPC OH N     -   205,060.      640,720.      MT  (+/- 180 meters Scaled)
 MC0890
 MC0890                          SUPERSEDED SURVEY CONTROL
 MC0890
 MC0890  NGVD 29 (06/03/92)  182.061  (m)          597.31   (f) ADJUSTED    1 2
 MC0890
 MC0890.Superseded values are not recommended for survey control.
 MC0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0890.See file dsdata.txt to determine how the superseded data were derived.
 MC0890
 MC0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF155961(NAD 83)
 MC0890_MARKER: I = METAL ROD
 MC0890_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC0890_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC0890_STAMPING: E 321 1980
 MC0890_PROJECTION: FLUSH
 MC0890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0890+STABILITY: POSITION/ELEVATION WELL
 MC0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0890+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MC0890_ROD/PIPE-DEPTH: 3.4  meters
 MC0890_SLEEVE-DEPTH  : 3.0 meters
 MC0890
 MC0890  HISTORY     - Date     Condition        Report By
 MC0890  HISTORY     - 1980     MONUMENTED       NGS
 MC0890  HISTORY     - 19951124 GOOD             USPSQD
 MC0890  HISTORY     - 20040830 GOOD             OHDT
 MC0890
 MC0890                          STATION DESCRIPTION
 MC0890
 MC0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0890'IN AVON LAKE.
 MC0890'IN AVON LAKE, AT THE JUNCTION OF MAPLE CLIFF DRIVE AND LAKE ROAD
 MC0890'(US HIGHWAY 6 AND STATE HIGHWAY 2), SET ACROSS LAKE ROAD IN THE
 MC0890'EXTENDED CENTER LINE OF MAPLE CLIFF DRIVE, ON THE NORTH END OF THE
 MC0890'PROPERTY OF THE ERIE VIEW ELEMENTARY SCHOOL, AND IS BETWEEN TWO
 MC0890'DOUBLE TRUNK MAPLE TREES WITH A TRIANGLE BLAZE, ABOUT 0.24 KILOMETER
 MC0890'(0.15 MILE) NORTH OF THE NORTH FACE OF THE SCHOOL BUILDING, 32.0
 MC0890'METERS (105.0 FEET) EAST-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE
 MC0890'NUMBER 32645 LAKE ROAD, 17.38 (57.0 FEET) SOUTH OF THE CENTER LINE
 MC0890'OF LAKE ROAD, 25.29 METERS (83.0 FEET) SOUTHWEST OF POWER POLE 81021,
 MC0890'4.57 METERS (15.0 FEET) NORTHEAST OF A DOUBLE TRUNK MAPLE TREE, 3.3
 MC0890'METERS (10.8 FEET) SOUTHWEST OF A DOUBLE TRUNK MAPLE TREE.
 MC0890'THE MARK IS ABOVE LEVEL WITH GROUND.
 MC0890
 MC0890                          STATION RECOVERY (1995)
 MC0890
 MC0890'RECOVERY NOTE BY US POWER SQUADRON 1995
 MC0890'RECOVERED IN GOOD CONDITION.
 MC0890
 MC0890                          STATION RECOVERY (2004)
 MC0890
 MC0890'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1561 ***********************************************************************
 MB1561  TIDAL BM    -  This is a Tidal Bench Mark.
 MB1561  DESIGNATION -  E 322
 MB1561  PID         -  MB1561
 MB1561  STATE/COUNTY-  OH/CUYAHOGA
 MB1561  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1561
 MB1561                         *CURRENT SURVEY CONTROL
 MB1561  ___________________________________________________________________
 MB1561* NAD 83(1986)-  41 32 01.     (N)    081 38 18.     (W)     SCALED    
 MB1561* NAVD 88     -       184.168  (meters)     604.22   (feet)  ADJUSTED  
 MB1561  ___________________________________________________________________
 MB1561  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 MB1561  DYNAMIC HT  -         184.096 (meters)     603.99  (feet)  COMP
 MB1561  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 MB1561
 MB1561  VERT ORDER  -  FIRST     CLASS II
 MB1561
 MB1561.The horizontal coordinates were scaled from a topographic map and have
 MB1561.an estimated accuracy of +/- 6 seconds.
 MB1561
 MB1561.The orthometric height was determined by differential leveling
 MB1561.and adjusted by the National Geodetic Survey in June 1991..
 MB1561
 MB1561.This Tidal Bench Mark is designated as VM 12826
 MB1561.by the Center for Operational Oceanographic Products and Services.
 MB1561
 MB1561.The geoid height was determined by GEOID03.
 MB1561
 MB1561.The dynamic height is computed by dividing the NAVD 88
 MB1561.geopotential number by the normal gravity value computed on the
 MB1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1561.degrees latitude (g = 980.6199 gals.).
 MB1561
 MB1561.The modeled gravity was interpolated from observed gravity values.
 MB1561
 MB1561;                    North         East    Units  Estimated Accuracy
 MB1561;SPC OH N     -   207,680.      671,910.      MT  (+/- 180 meters Scaled)
 MB1561
 MB1561                          SUPERSEDED SURVEY CONTROL
 MB1561
 MB1561  NGVD 29 (06/03/92)  184.399  (m)          604.98   (f) ADJUSTED    1 2
 MB1561
 MB1561.Superseded values are not recommended for survey control.
 MB1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1561.See file dsdata.txt to determine how the superseded data were derived.
 MB1561
 MB1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF467981(NAD 83)
 MB1561_MARKER: DB = BENCH MARK DISK
 MB1561_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MB1561_SP_SET: ABUTMENT
 MB1561_STAMPING: E 322 1981
 MB1561_MARK LOGO: NGS   
 MB1561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1561+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1561
 MB1561  HISTORY     - Date     Condition        Report By
 MB1561  HISTORY     - 1981     MONUMENTED       NGS
 MB1561  HISTORY     - 19891005 GOOD             NGS
 MB1561  HISTORY     - 20040920 GOOD             OHDT
 MB1561
 MB1561                          STATION DESCRIPTION
 MB1561
 MB1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1561'IN CLEVELAND.
 MB1561'THE MARK IS 1.07 M ABOVE SIDEWALK.
 MB1561'IN CLEVELAND, AT THE NORTH END OF THE EAST ABUTMENT OF THE CONRAIL
 MB1561'RAILROAD OVERPASS BRIDGE ON EAST 72ND STREET NEAR GORDON PARK, SET
 MB1561'VERTICALLY IN THE WEST FACE OF THE ABUTMENT, 5.8 METERS (19.0 FEET)
 MB1561'EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF EAST 72ND STREET,
 MB1561'0.49 METER (1.6 FEET) SOUTH OF THE NORTH END OF THE ABUTMENT.
 MB1561
 MB1561                          STATION RECOVERY (1989)
 MB1561
 MB1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1561'IN CLEVELAND, AT THE NORTH END OF THE EAST ABUTMENT OF THE CONRAIL
 MB1561'RAILROAD OVERPASS BRIDGE ON EAST 72ND STREET NEAR GORDON PARK, SET
 MB1561'VERTICALLY IN THE WEST FACE OF THE ABUTMENT, 5.8 METERS (19.0 FEET)
 MB1561'EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF EAST 72ND STREET,
 MB1561'0.49 METER (1.6 FEET) SOUTH OF THE NORTH END OF THE ABUTMENT AND 1.10
 MB1561'M (3.6 FT) ABOVE THE SIDEWALK .
 MB1561
 MB1561                          STATION RECOVERY (2004)
 MB1561
 MB1561'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1598 ***********************************************************************
 MB1598  DESIGNATION -  E 323
 MB1598  PID         -  MB1598
 MB1598  STATE/COUNTY-  OH/LAKE
 MB1598  USGS QUAD   -  EASTLAKE (1994)
 MB1598
 MB1598                         *CURRENT SURVEY CONTROL
 MB1598  ___________________________________________________________________
 MB1598* NAD 83(1986)-  41 41 16.     (N)    081 24 54.     (W)     SCALED    
 MB1598* NAVD 88     -       185.816  (meters)     609.63   (feet)  ADJUSTED  
 MB1598  ___________________________________________________________________
 MB1598  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 MB1598  DYNAMIC HT  -         185.749 (meters)     609.41  (feet)  COMP
 MB1598  MODELED GRAV-     980,256.9   (mgal)                       NAVD 88
 MB1598
 MB1598  VERT ORDER  -  FIRST     CLASS II
 MB1598
 MB1598.The horizontal coordinates were scaled from a topographic map and have
 MB1598.an estimated accuracy of +/- 6 seconds.
 MB1598
 MB1598.The orthometric height was determined by differential leveling
 MB1598.and adjusted by the National Geodetic Survey in June 1991..
 MB1598
 MB1598.The geoid height was determined by GEOID03.
 MB1598
 MB1598.The dynamic height is computed by dividing the NAVD 88
 MB1598.geopotential number by the normal gravity value computed on the
 MB1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1598.degrees latitude (g = 980.6199 gals.).
 MB1598
 MB1598.The modeled gravity was interpolated from observed gravity values.
 MB1598
 MB1598;                    North         East    Units  Estimated Accuracy
 MB1598;SPC OH N     -   225,010.      690,330.      MT  (+/- 180 meters Scaled)
 MB1598
 MB1598                          SUPERSEDED SURVEY CONTROL
 MB1598
 MB1598  NGVD 29 (06/03/92)  186.046  (m)          610.39   (f) ADJUSTED    1 2
 MB1598
 MB1598.Superseded values are not recommended for survey control.
 MB1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1598.See file dsdata.txt to determine how the superseded data were derived.
 MB1598
 MB1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG654151(NAD 83)
 MB1598_MARKER: I = METAL ROD
 MB1598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1598_SP_SET: STAINLESS STEEL ROD
 MB1598_STAMPING: E 323 1981
 MB1598_MARK LOGO: NGS   
 MB1598_PROJECTION: FLUSH
 MB1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1598+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1598_ROD/PIPE-DEPTH: 7.3  meters
 MB1598
 MB1598  HISTORY     - Date     Condition        Report By
 MB1598  HISTORY     - 1981     MONUMENTED       NGS
 MB1598  HISTORY     - 19891012 GOOD             NGS
 MB1598  HISTORY     - 20001114 GOOD             USPSQD
 MB1598  HISTORY     - 20040920 GOOD             OHDT
 MB1598
 MB1598                          STATION DESCRIPTION
 MB1598
 MB1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1598'4.0 KM (2.5 MI) NE FROM EASTLAKE.
 MB1598'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 MB1598'4.0 KILOMETERS (2.5 MILES) EAST ALONG LAKE SHORE BOULEVARD FROM THE
 MB1598'JUNCTION OF STATE HIGHWAY 91 IN EASTLAKE, TO TRAYMORE DRIVE AND THE
 MB1598'MARK ON THE RIGHT, ALSO 3.5 KILOMETERS (2.2 MILES) WEST ALONG LAKE
 MB1598'SHORE BOULEVARD FROM THE JUNCTION OF STATE HIGHWAY 306 IN
 MB1598'MENTOR-ON-THE-LAKE, 20.43 METERS (67.0 FEET) SOUTHEAST OF THE CENTER
 MB1598'LINE OF THE BOULEVARD, 4.90 METERS (16.0 FEET) SOUTHWEST OF THE CENTER
 MB1598'OF TRAYMORE DRIVE, 0.85 METER (2.8 FEET) NORTHWEST OF UTILITY POLE
 MB1598'343937.
 MB1598
 MB1598                          STATION RECOVERY (1989)
 MB1598
 MB1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1598'4.0 KILOMETERS (2.5 MILES) EAST ALONG LAKE SHORE BOULEVARD FROM THE
 MB1598'JUNCTION OF STATE HIGHWAY 91 IN EASTLAKE, TO TRAYMORE DRIVE AND THE
 MB1598'MARK ON THE RIGHT, ALSO 3.5 KILOMETERS (2.2 MILES) WEST ALONG LAKE
 MB1598'SHORE BOULEVARD FROM THE JUNCTION OF STATE HIGHWAY 306 IN
 MB1598'MENTOR-ON-THE-LAKE, 20.43 METERS (67.0 FEET) SOUTHEAST OF THE CENTER
 MB1598'LINE OF THE BOULEVARD, 4.90 METERS (16.0 FEET) SOUTHWEST OF THE
 MB1598'CENTER OF TRAYMORE DRIVE, 11.9 M (39.0 FT) NORTH OF THE NORTH CORNER
 MB1598'OF HOUSE NUMBER 37476, AND 0.85 METER (2.8 FEET) NORTHWEST OF UTILITY
 MB1598'POLE 343937 WITH FOUR GUY WIRES.  THE LOGO CAP LID IS MISSING.
 MB1598
 MB1598                          STATION RECOVERY (2000)
 MB1598
 MB1598'RECOVERY NOTE BY US POWER SQUADRON 2000 (LAE)
 MB1598'RECOVERED IN GOOD CONDITION.
 MB1598
 MB1598                          STATION RECOVERY (2004)
 MB1598
 MB1598'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1598'LOGO CAP MISSING
 MB1598'POORLY SUITED FOR GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1636 ***********************************************************************
 MB1636  DESIGNATION -  E 324
 MB1636  PID         -  MB1636
 MB1636  STATE/COUNTY-  OH/LAKE
 MB1636  USGS QUAD   -  CHESTERLAND (1994)
 MB1636
 MB1636                         *CURRENT SURVEY CONTROL
 MB1636  ___________________________________________________________________
 MB1636* NAD 83(1986)-  41 45 21.     (N)    081 15 10.     (W)     SCALED    
 MB1636* NAVD 88     -       187.714  (meters)     615.86   (feet)  ADJUSTED  
 MB1636  ___________________________________________________________________
 MB1636  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MB1636  DYNAMIC HT  -         187.646 (meters)     615.64  (feet)  COMP
 MB1636  MODELED GRAV-     980,259.8   (mgal)                       NAVD 88
 MB1636
 MB1636  VERT ORDER  -  FIRST     CLASS II
 MB1636
 MB1636.The horizontal coordinates were scaled from a topographic map and have
 MB1636.an estimated accuracy of +/- 6 seconds.
 MB1636
 MB1636.The orthometric height was determined by differential leveling
 MB1636.and adjusted by the National Geodetic Survey in June 1991..
 MB1636
 MB1636.The geoid height was determined by GEOID03.
 MB1636
 MB1636.The dynamic height is computed by dividing the NAVD 88
 MB1636.geopotential number by the normal gravity value computed on the
 MB1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1636.degrees latitude (g = 980.6199 gals.).
 MB1636
 MB1636.The modeled gravity was interpolated from observed gravity values.
 MB1636
 MB1636;                    North         East    Units  Estimated Accuracy
 MB1636;SPC OH N     -   232,740.      703,730.      MT  (+/- 180 meters Scaled)
 MB1636
 MB1636                          SUPERSEDED SURVEY CONTROL
 MB1636
 MB1636  NGVD 29 (06/03/92)  187.938  (m)          616.59   (f) ADJUSTED    1 2
 MB1636
 MB1636.Superseded values are not recommended for survey control.
 MB1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1636.See file dsdata.txt to determine how the superseded data were derived.
 MB1636
 MB1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG789226(NAD 83)
 MB1636_MARKER: I = METAL ROD
 MB1636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1636_SP_SET: STAINLESS STEEL ROD
 MB1636_STAMPING: E 324 1981
 MB1636_MARK LOGO: NGS   
 MB1636_PROJECTION: FLUSH
 MB1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1636+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 MB1636_ROD/PIPE-DEPTH: 17.3 meters
 MB1636
 MB1636  HISTORY     - Date     Condition        Report By
 MB1636  HISTORY     - 1981     MONUMENTED       NGS
 MB1636  HISTORY     - 19940904 GOOD             USPSQD
 MB1636  HISTORY     - 19970905 GOOD             USPSQD
 MB1636  HISTORY     - 20041117 GOOD             OHDT
 MB1636
 MB1636                          STATION DESCRIPTION
 MB1636
 MB1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1636'1.5 KM (0.95 MI) EAST FROM FAIRPORT HARBOR.
 MB1636'1.5 KILOMETERS (0.95 MILE) EAST ALONG STATE HIGHWAY 535 FROM THE
 MB1636'JUNCTION OF SIXTH STREET IN FAIRPORT HARBOR, TO THE MARK ON THE LEFT,
 MB1636'8.53 METERS (28.0 FEET) NORTH-NORTHWEST OF THE CENTER LINE OF THE
 MB1636'HIGHWAY, 5.0 METERS (16.4 FEET) SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST
 MB1636'RAIL OF THE TRACKS, 1.53 METERS (5.0 FEET) EAST-NORTHEAST OF UTILITY
 MB1636'POLE NUMBER 849819.
 MB1636'THE MARK IS 0.45 METERS  WSW FROM A WITNESS POST.
 MB1636'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MB1636
 MB1636                          STATION RECOVERY (1994)
 MB1636
 MB1636'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1636'RECOVERED IN GOOD CONDITION.
 MB1636
 MB1636                          STATION RECOVERY (1997)
 MB1636
 MB1636'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1636'RECOVERED IN GOOD CONDITION.
 MB1636
 MB1636                          STATION RECOVERY (2004)
 MB1636
 MB1636'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1636'LOCATED BETWEEN 2ND AND 3RD POWERPOLE WEST OF GRAVEL DRIVE TO SILOS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1661 ***********************************************************************
 MB1661  DESIGNATION -  E 325
 MB1661  PID         -  MB1661
 MB1661  STATE/COUNTY-  OH/ASHTABULA
 MB1661  USGS QUAD   -  GENEVA (1994)
 MB1661
 MB1661                         *CURRENT SURVEY CONTROL
 MB1661  ___________________________________________________________________
 MB1661* NAD 83(1986)-  41 48 38.     (N)    080 55 40.     (W)     SCALED    
 MB1661* NAVD 88     -       205.903  (meters)     675.53   (feet)  ADJUSTED  
 MB1661  ___________________________________________________________________
 MB1661  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 MB1661  DYNAMIC HT  -         205.827 (meters)     675.28  (feet)  COMP
 MB1661  MODELED GRAV-     980,246.7   (mgal)                       NAVD 88
 MB1661
 MB1661  VERT ORDER  -  FIRST     CLASS II
 MB1661
 MB1661.The horizontal coordinates were scaled from a topographic map and have
 MB1661.an estimated accuracy of +/- 6 seconds.
 MB1661
 MB1661.The orthometric height was determined by differential leveling
 MB1661.and adjusted by the National Geodetic Survey in June 1991..
 MB1661
 MB1661.The geoid height was determined by GEOID03.
 MB1661
 MB1661.The dynamic height is computed by dividing the NAVD 88
 MB1661.geopotential number by the normal gravity value computed on the
 MB1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1661.degrees latitude (g = 980.6199 gals.).
 MB1661
 MB1661.The modeled gravity was interpolated from observed gravity values.
 MB1661
 MB1661;                    North         East    Units  Estimated Accuracy
 MB1661;SPC OH N     -   239,260.      730,640.      MT  (+/- 180 meters Scaled)
 MB1661
 MB1661                          SUPERSEDED SURVEY CONTROL
 MB1661
 MB1661  NGVD 29 (06/03/92)  206.115  (m)          676.23   (f) ADJUSTED    1 2
 MB1661
 MB1661.Superseded values are not recommended for survey control.
 MB1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1661.See file dsdata.txt to determine how the superseded data were derived.
 MB1661
 MB1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG059287(NAD 83)
 MB1661_MARKER: I = METAL ROD
 MB1661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1661_SP_SET: STAINLESS STEEL ROD
 MB1661_STAMPING: E 325 1981
 MB1661_MARK LOGO: NGS   
 MB1661_PROJECTION: FLUSH
 MB1661_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1661_ROD/PIPE-DEPTH: 6.1  meters
 MB1661
 MB1661  HISTORY     - Date     Condition        Report By
 MB1661  HISTORY     - 1981     MONUMENTED       NGS
 MB1661  HISTORY     - 19920411 GOOD             USPSQD
 MB1661  HISTORY     - 19931029 GOOD             OHDT
 MB1661
 MB1661                          STATION DESCRIPTION
 MB1661
 MB1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1661'1.7 KM (1.05 MI) EAST FROM GENEVA.
 MB1661'1.7 KILOMETERS (1.05 MILES) EAST ALONG U.S. HIGHWAY 20 FROM THE
 MB1661'JUNCTION OF STATE HIGHWAY 534 IN GENEVA, TO THE WANNA KUM BAK MOTEL
 MB1661'AND THE MARK ON THE RIGHT, 9.45 METERS (31.0 FEET) SOUTH-SOUTHEAST OF
 MB1661'THE CENTER LINE OF THE HIGHWAY, 7.93 METERS (26.0 FEET) WEST-SOUTHWEST
 MB1661'OF THE CENTER OF THE ENTRANCE DRIVE TO THE MOTEL, 0.43 METER (1.4
 MB1661'FEET) EAST-NORTHEAST OF THE MOST NORTHERLY POST OF THE MOTEL SIGN.
 MB1661'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MB1661
 MB1661                          STATION RECOVERY (1992)
 MB1661
 MB1661'RECOVERY NOTE BY US POWER SQUADRON 1992 (PO)
 MB1661'RECOVERED IN GOOD CONDITION.
 MB1661
 MB1661                          STATION RECOVERY (1993)
 MB1661
 MB1661'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1661'--------REPORT BY OHDT --------YEAR 1993--------CONDITION - NOT FOUND
 MB1661' 
 MB1661'THE WANNA KUM BAK MOTEL IS NOW A RESIDENCE (4830), MOST NORTHERLY
 MB1661'CONCRETE FILLED PIPE IN A ROW OF TWENTY.  6.3' SE OF 4X4 WOOD POST OF
 MB1661'MAILBOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1684 ***********************************************************************
 MB1684  DESIGNATION -  E 326
 MB1684  PID         -  MB1684
 MB1684  STATE/COUNTY-  OH/ASHTABULA
 MB1684  USGS QUAD   -  ASHTABULA SOUTH (1970)
 MB1684
 MB1684                         *CURRENT SURVEY CONTROL
 MB1684  ___________________________________________________________________
 MB1684* NAD 83(1986)-  41 51 49.     (N)    080 46 18.     (W)     SCALED    
 MB1684* NAVD 88     -       217.090  (meters)     712.24   (feet)  ADJUSTED  
 MB1684  ___________________________________________________________________
 MB1684  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 MB1684  DYNAMIC HT  -         217.012 (meters)     711.98  (feet)  COMP
 MB1684  MODELED GRAV-     980,256.6   (mgal)                       NAVD 88
 MB1684
 MB1684  VERT ORDER  -  FIRST     CLASS II
 MB1684
 MB1684.The horizontal coordinates were scaled from a topographic map and have
 MB1684.an estimated accuracy of +/- 6 seconds.
 MB1684
 MB1684.The orthometric height was determined by differential leveling
 MB1684.and adjusted by the National Geodetic Survey in June 1991..
 MB1684
 MB1684.The geoid height was determined by GEOID03.
 MB1684
 MB1684.The dynamic height is computed by dividing the NAVD 88
 MB1684.geopotential number by the normal gravity value computed on the
 MB1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1684.degrees latitude (g = 980.6199 gals.).
 MB1684
 MB1684.The modeled gravity was interpolated from observed gravity values.
 MB1684
 MB1684;                    North         East    Units  Estimated Accuracy
 MB1684;SPC OH N     -   245,400.      743,500.      MT  (+/- 180 meters Scaled)
 MB1684
 MB1684                          SUPERSEDED SURVEY CONTROL
 MB1684
 MB1684  NGVD 29 (06/03/92)  217.299  (m)          712.92   (f) ADJUSTED    1 2
 MB1684
 MB1684.Superseded values are not recommended for survey control.
 MB1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1684.See file dsdata.txt to determine how the superseded data were derived.
 MB1684
 MB1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG189346(NAD 83)
 MB1684_MARKER: I = METAL ROD
 MB1684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1684_SP_SET: STAINLESS STEEL ROD
 MB1684_STAMPING: E 326 1981
 MB1684_MARK LOGO: NGS   
 MB1684_PROJECTION: FLUSH
 MB1684_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1684_ROD/PIPE-DEPTH: 4.3  meters
 MB1684
 MB1684  HISTORY     - Date     Condition        Report By
 MB1684  HISTORY     - 1981     MONUMENTED       NGS
 MB1684  HISTORY     - 19931013 GOOD             OHDT
 MB1684  HISTORY     - 19960707 GOOD             USPSQD
 MB1684  HISTORY     - 19970706 GOOD             USPSQD
 MB1684
 MB1684                          STATION DESCRIPTION
 MB1684
 MB1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1684'IN ASHTABULA.
 MB1684'IN ASHTABULA, IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE AVENUE
 MB1684'AND EAST 47TH STREET, ON THE PROPERTY OF THE WEATHER SEALCO COMPANY,
 MB1684'10.06 METERS (33.0 FEET) WEST-SOUTHWEST OF THE CENTER LINE OF STATE
 MB1684'AVENUE, 11.59 METERS (38.0 FEET) NORTH OF THE CENTER OF EAST 47TH
 MB1684'STREET, 4.79 METERS (15.7 FEET) WEST OF A FIRE HYDRANT.  NOTE--SEVERAL
 MB1684'ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO REFUSAL AND
 MB1684'EMBEDDED IN ROCK AT 4.3 METERS.
 MB1684'THE MARK IS ABOVE LEVEL WITH STREET.
 MB1684
 MB1684                          STATION RECOVERY (1993)
 MB1684
 MB1684'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1684'RECOVERED IN GOOD CONDITION.
 MB1684
 MB1684                          STATION RECOVERY (1996)
 MB1684
 MB1684'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1684'RECOVERED IN GOOD CONDITION.
 MB1684
 MB1684                          STATION RECOVERY (1997)
 MB1684
 MB1684'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1482 ***********************************************************************
 KY1482  DESIGNATION -  E 33
 KY1482  PID         -  KY1482
 KY1482  STATE/COUNTY-  OH/COSHOCTON
 KY1482  USGS QUAD   -  COSHOCTON (1994)
 KY1482
 KY1482                         *CURRENT SURVEY CONTROL
 KY1482  ___________________________________________________________________
 KY1482* NAD 83(1986)-  40 16 35.     (N)    081 45 04.     (W)     SCALED    
 KY1482* NAVD 88     -       245.898  (meters)     806.75   (feet)  ADJUSTED  
 KY1482  ___________________________________________________________________
 KY1482  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KY1482  DYNAMIC HT  -         245.772 (meters)     806.34  (feet)  COMP
 KY1482  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 KY1482
 KY1482  VERT ORDER  -  SECOND    CLASS 0
 KY1482
 KY1482.The horizontal coordinates were scaled from a topographic map and have
 KY1482.an estimated accuracy of +/- 6 seconds.
 KY1482
 KY1482.The orthometric height was determined by differential leveling
 KY1482.and adjusted by the National Geodetic Survey in June 1991..
 KY1482
 KY1482.The geoid height was determined by GEOID03.
 KY1482
 KY1482.The dynamic height is computed by dividing the NAVD 88
 KY1482.geopotential number by the normal gravity value computed on the
 KY1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1482.degrees latitude (g = 980.6199 gals.).
 KY1482
 KY1482.The modeled gravity was interpolated from observed gravity values.
 KY1482
 KY1482;                    North         East    Units  Estimated Accuracy
 KY1482;SPC OH N     -    67,980.      663,690.      MT  (+/- 180 meters Scaled)
 KY1482
 KY1482                          SUPERSEDED SURVEY CONTROL
 KY1482
 KY1482  NGVD 29 (??/??/92)  246.110  (m)          807.45   (f) ADJ UNCH    2 0
 KY1482
 KY1482.Superseded values are not recommended for survey control.
 KY1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1482.See file dsdata.txt to determine how the superseded data were derived.
 KY1482
 KY1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME361587(NAD 83)
 KY1482_MARKER: DB = BENCH MARK DISK
 KY1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1482_STAMPING: E 33 1934
 KY1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1482+STABILITY: SURFACE MOTION
 KY1482
 KY1482  HISTORY     - Date     Condition        Report By
 KY1482  HISTORY     - 1934     MONUMENTED       CGS
 KY1482  HISTORY     - 1945     GOOD             NGS
 KY1482  HISTORY     - 1961     GOOD             LOCSUR
 KY1482
 KY1482                          STATION DESCRIPTION
 KY1482
 KY1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 KY1482'AT WEST LAFAYETTE.
 KY1482'AT WEST LAFAYETTE, COSHOCTON COUNTY, 63 FEET EAST OF THE
 KY1482'EAST FACE OF THE PENNSYLVANIA RAILROAD STATION, 43 FEET WEST
 KY1482'OF THE CENTERLINE OF STATE HIGHWAY 93, 35 FEET SOUTH OF THE SOUTH
 KY1482'RAIL OF THE SOUTH TRACK, 21 FEET SOUTH OF SIGNAL 1158, 10 FEET
 KY1482'NORTH OF THE NORTH RAIL OF A SIDING, 3.8 FEET NORTHWEST OF A POLE,
 KY1482'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 KY1482'STAMPED E 33 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KY1482'ABOUT 3 INCHES ABOVE GROUND.
 KY1482
 KY1482                          STATION RECOVERY (1961)
 KY1482
 KY1482'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 KY1482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1806 ***********************************************************************
 MB1806  DESIGNATION -  E 337
 MB1806  PID         -  MB1806
 MB1806  STATE/COUNTY-  OH/CUYAHOGA
 MB1806  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1806
 MB1806                         *CURRENT SURVEY CONTROL
 MB1806  ___________________________________________________________________
 MB1806* NAD 83(1986)-  41 24 00.     (N)    081 32 43.     (W)     SCALED    
 MB1806* NAVD 88     -       282.545  (meters)     926.98   (feet)  ADJUSTED  
 MB1806  ___________________________________________________________________
 MB1806  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 MB1806  DYNAMIC HT  -         282.427 (meters)     926.60  (feet)  COMP
 MB1806  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 MB1806
 MB1806  VERT ORDER  -  FIRST     CLASS II
 MB1806
 MB1806.The horizontal coordinates were scaled from a topographic map and have
 MB1806.an estimated accuracy of +/- 6 seconds.
 MB1806
 MB1806.The orthometric height was determined by differential leveling
 MB1806.and adjusted by the National Geodetic Survey in June 1991..
 MB1806
 MB1806.The geoid height was determined by GEOID03.
 MB1806
 MB1806.The dynamic height is computed by dividing the NAVD 88
 MB1806.geopotential number by the normal gravity value computed on the
 MB1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1806.degrees latitude (g = 980.6199 gals.).
 MB1806
 MB1806.The modeled gravity was interpolated from observed gravity values.
 MB1806
 MB1806;                    North         East    Units  Estimated Accuracy
 MB1806;SPC OH N     -   192,920.      679,830.      MT  (+/- 180 meters Scaled)
 MB1806
 MB1806                          SUPERSEDED SURVEY CONTROL
 MB1806
 MB1806  NGVD 29 (06/03/92)  282.763  (m)          927.70   (f) ADJUSTED    1 2
 MB1806
 MB1806.Superseded values are not recommended for survey control.
 MB1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1806.See file dsdata.txt to determine how the superseded data were derived.
 MB1806
 MB1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF544833(NAD 83)
 MB1806_MARKER: I = METAL ROD
 MB1806_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1806_SP_SET: STAINLESS STEEL ROD
 MB1806_STAMPING: E 337 1983
 MB1806_MARK LOGO: NGS   
 MB1806_PROJECTION: FLUSH
 MB1806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1806_ROD/PIPE-DEPTH: 3.5  meters
 MB1806
 MB1806  HISTORY     - Date     Condition        Report By
 MB1806  HISTORY     - 1983     MONUMENTED       NGS
 MB1806  HISTORY     - 19940614 GOOD             USPSQD
 MB1806
 MB1806                          STATION DESCRIPTION
 MB1806
 MB1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1806'IN BEDFORD.
 MB1806'IN BEDFORD, ALONG STATE HIGHWAY 14 (BROADWAY AVENUE) AT THE NORTHWEST
 MB1806'CORNER OF THE INTERSECTION OF SOUTHWICK AVENUE, 8.93 METERS (29.3 FT)
 MB1806'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.24 METERS (50.0 FT)
 MB1806'NORTHWEST OF THE CENTERLINE OF SOUTHWICK AVENUE, 0.97 METER (3.2 FT)
 MB1806'WEST OF UTILITY POLE 254289 WITH A STREET LAMP.
 MB1806'THE MARK IS 0.18 M ABOVE HIGHWAY.
 MB1806
 MB1806                          STATION RECOVERY (1994)
 MB1806
 MB1806'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1230 ***********************************************************************
 JY1230  CBN         -  This is a Cooperative Base Network Control Station.
 JY1230  DESIGNATION -  E 338
 JY1230  PID         -  JY1230
 JY1230  STATE/COUNTY-  OH/ROSS
 JY1230  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY1230
 JY1230                         *CURRENT SURVEY CONTROL
 JY1230  ___________________________________________________________________
 JY1230* NAD 83(1995)-  39 19 53.86311(N)    082 59 06.27245(W)     ADJUSTED  
 JY1230* NAVD 88     -       191.876  (meters)     629.51   (feet)  ADJUSTED  
 JY1230  ___________________________________________________________________
 JY1230  X           -     603,335.804 (meters)                     COMP
 JY1230  Y           -  -4,903,216.823 (meters)                     COMP
 JY1230  Z           -   4,020,962.175 (meters)                     COMP
 JY1230  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 JY1230  ELLIP HEIGHT-         158.11  (meters)          (03/08/05) GPS OBS
 JY1230  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JY1230  DYNAMIC HT  -         191.759 (meters)     629.13  (feet)  COMP
 JY1230  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 JY1230
 JY1230  HORZ ORDER  -  B
 JY1230  VERT ORDER  -  FIRST     CLASS II
 JY1230  ELLP ORDER  -  FOURTH    CLASS II
 JY1230
 JY1230.The horizontal coordinates were established by GPS observations
 JY1230.and adjusted by the National Geodetic Survey in August 1996..
 JY1230
 JY1230.The orthometric height was determined by differential leveling
 JY1230.and adjusted by the National Geodetic Survey in June 1991..
 JY1230
 JY1230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1230
 JY1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1230
 JY1230.The ellipsoidal height was determined by GPS observations
 JY1230.and is referenced to NAD 83.
 JY1230
 JY1230.The geoid height was determined by GEOID03.
 JY1230
 JY1230.The dynamic height is computed by dividing the NAVD 88
 JY1230.geopotential number by the normal gravity value computed on the
 JY1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1230.degrees latitude (g = 980.6199 gals.).
 JY1230
 JY1230.The modeled gravity was interpolated from observed gravity values.
 JY1230
 JY1230;                    North         East     Units Scale Factor Converg.
 JY1230;SPC OH S     -   147,940.602   558,179.360   MT  0.99993633   -0 18 28.0
 JY1230;UTM  17      - 4,355,457.746   328,907.291   MT  0.99996043   -1 15 30.5
 JY1230
 JY1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1230!SPC OH S     -   0.99997519  x   0.99993633  =   0.99991153
 JY1230!UTM  17      -   0.99997519  x   0.99996043  =   0.99993563
 JY1230
 JY1230                          SUPERSEDED SURVEY CONTROL
 JY1230
 JY1230  NAVD 88 (08/20/96)  191.88   (m)          629.5    (f) LEVELING    3  
 JY1230  NGVD 29 (06/03/91)  192.044  (m)          630.06   (f) ADJUSTED    1 2
 JY1230
 JY1230.Superseded values are not recommended for survey control.
 JY1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1230.See file dsdata.txt to determine how the superseded data were derived.
 JY1230
 JY1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD2890755458(NAD 83)
 JY1230_MARKER: I = METAL ROD
 JY1230_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JY1230_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JY1230_STAMPING: E 338 1984
 JY1230_MARK LOGO: NGS   
 JY1230_PROJECTION: FLUSH
 JY1230_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY1230+STABILITY: POSITION/ELEVATION WELL
 JY1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1230+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1995
 JY1230_ROD/PIPE-DEPTH: 28.1 meters
 JY1230_SLEEVE-DEPTH  : 6.1 meters
 JY1230
 JY1230  HISTORY     - Date     Condition        Report By
 JY1230  HISTORY     - 1984     MONUMENTED       NGS
 JY1230  HISTORY     - 19950808 GOOD             NGS
 JY1230  HISTORY     - 20050205 GOOD             GEOCAC
 JY1230
 JY1230                          STATION DESCRIPTION
 JY1230
 JY1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1230'IN CHILLICOTHE.
 JY1230'IN CHILLICOTHE, AT THE INTERSECTION OF WALNUT STREET AND WEST 4TH
 JY1230'STREET, AT THE U.S. POST OFFICE, AT THE EAST SIDE OF A FLAG POLE,
 JY1230'12.22 METERS (40.1 FT) WEST OF THE CENTERLINE OF WALNUT STREET,
 JY1230'7.92 METERS (26.0 FT) SOUTH OF THE CENTER OF THE ENTRANCE TO THE POST
 JY1230'OFFICE, 1.58 METERS (5.2 FT) EAST OF THE FLAG POLE.
 JY1230'THE MARK IS 0.18 M ABOVE WALNUT STREET.
 JY1230
 JY1230                          STATION RECOVERY (1995)
 JY1230
 JY1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JY1230'LOCATED AT CHILLICOTHE AT THE US POST OFFICE AT THE JUNCTION OF WALNUT
 JY1230'STREET AND WEST 4TH STREET, SET IN THE FRONT LAWN JUST EAST OF THE
 JY1230'FLAGPOLE.  TO REACH FROM THE JUNCTION OF US HIGHWAY 35 AND STATE ROUTE
 JY1230'159 AT THE NORTH SIDE OF CHILLICOTHE, GO SOUTH 1.8 KM (1.10 MI) ON
 JY1230'BRIDGE STREET, TURN RIGHT AND GO 1.0 KM (0.60 MI) WEST ON WEST 4TH
 JY1230'STREET TO WALNUT STREET AND THE POST OFFICE ON THE RIGHT.  THE STATION
 JY1230'IS 32.0 M (105.0 FT) NORTH OF THE CENTERLINE OF WEST 4TH STREET, 12.2
 JY1230'M (40.0 FT) WEST OF THE CENTERLINE OF WALNUT STREET, 7.9 M (25.9 FT)
 JY1230'SOUTH OF THE CENTER OF THE POST OFFICE ENTRANCE DOOR, 5.1 M (16.7 FT)
 JY1230'EAST OF THE EAST FACE OF THE POST OFFICE BUILDING, AND 1.6 M (5.2 FT)
 JY1230'EAST OF THE FLAGPOLE.
 JY1230
 JY1230                          STATION RECOVERY (2005)
 JY1230
 JY1230'RECOVERY NOTE BY GEOCACHING 2005
 JY1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1255 ***********************************************************************
 JY1255  DESIGNATION -  E 339
 JY1255  PID         -  JY1255
 JY1255  STATE/COUNTY-  OH/ROSS
 JY1255  USGS QUAD   -  SOUTH SALEM (1985)
 JY1255
 JY1255                         *CURRENT SURVEY CONTROL
 JY1255  ___________________________________________________________________
 JY1255* NAD 83(1986)-  39 21 12.     (N)    083 20 59.     (W)     SCALED    
 JY1255* NAVD 88     -       283.269  (meters)     929.36   (feet)  ADJUSTED  
 JY1255  ___________________________________________________________________
 JY1255  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JY1255  DYNAMIC HT  -         283.105 (meters)     928.82  (feet)  COMP
 JY1255  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 JY1255
 JY1255  VERT ORDER  -  FIRST     CLASS II
 JY1255
 JY1255.The horizontal coordinates were scaled from a topographic map and have
 JY1255.an estimated accuracy of +/- 6 seconds.
 JY1255
 JY1255.The orthometric height was determined by differential leveling
 JY1255.and adjusted by the National Geodetic Survey in June 1991..
 JY1255
 JY1255.The geoid height was determined by GEOID03.
 JY1255
 JY1255.The dynamic height is computed by dividing the NAVD 88
 JY1255.geopotential number by the normal gravity value computed on the
 JY1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1255.degrees latitude (g = 980.6199 gals.).
 JY1255
 JY1255.The modeled gravity was interpolated from observed gravity values.
 JY1255
 JY1255;                    North         East    Units  Estimated Accuracy
 JY1255;SPC OH S     -   150,580.      526,770.      MT  (+/- 180 meters Scaled)
 JY1255
 JY1255                          SUPERSEDED SURVEY CONTROL
 JY1255
 JY1255  NGVD 29 (06/03/91)  283.435  (m)          929.90   (f) ADJUSTED    1 2
 JY1255
 JY1255.Superseded values are not recommended for survey control.
 JY1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1255.See file dsdata.txt to determine how the superseded data were derived.
 JY1255
 JY1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD975586(NAD 83)
 JY1255_MARKER: DB = BENCH MARK DISK
 JY1255_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JY1255_SP_SET: HEADWALL
 JY1255_STAMPING: E 339 1984
 JY1255_MARK LOGO: NGS   
 JY1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1255+STABILITY: SURFACE MOTION
 JY1255
 JY1255  HISTORY     - Date     Condition        Report By
 JY1255  HISTORY     - 1984     MONUMENTED       NGS
 JY1255
 JY1255                          STATION DESCRIPTION
 JY1255
 JY1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1255'3.4 KM (2.15 MI) WEST FROM LYNDON.
 JY1255'3.4 KM (2.15 MI) WEST ALONG STATE HIGHWAY 28 FROM THE BUCKSKIN
 JY1255'TOWNSHIP HALL IN LYNDON TO THE MARK ON THE RIGHT, 0.5 KM (0.3 MI) WEST
 JY1255'OF THE JUNCTION OF COYNER ROAD, IN TOP OF THE WEST END OF THE NORTH
 JY1255'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, ALSO 3.0 KM (1.85
 JY1255'MI) NORTHEAST ALONG STATE HIGHWAY 28 FROM THE CITY HALL IN GREENFIELD
 JY1255'(HIGHLAND COUNTY), 5.64 METERS (18.5 FT) NORTH OF THE CENTERLINE OF
 JY1255'THE HIGHWAY, 5.27 METERS (17.3 FT) SOUTHEAST OF A TELEPHONE POLE,
 JY1255'3.72 METERS (12.2 FT) SOUTH-SOUTHEAST OF A SIGN (CAUTION - TELEPHONE
 JY1255'CABLE UNDERGROUND), 0.16 METER (0.5 FT) EAST OF THE WEST END OF THE
 JY1255'HEADWALL.
 JY1255'THE MARK IS 0.56 METERS  E FROM A WITNESS POST.
 JY1255'THE MARK IS 0.76 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1153 ***********************************************************************
 JY1153  DESIGNATION -  E 34
 JY1153  PID         -  JY1153
 JY1153  STATE/COUNTY-  OH/CLARK
 JY1153  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1153
 JY1153                         *CURRENT SURVEY CONTROL
 JY1153  ___________________________________________________________________
 JY1153* NAD 83(1986)-  39 54 12.     (N)    083 42 52.     (W)     SCALED    
 JY1153* NAVD 88     -       328.662  (meters)    1078.29   (feet)  ADJUSTED  
 JY1153  ___________________________________________________________________
 JY1153  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JY1153  DYNAMIC HT  -         328.478 (meters)    1077.68  (feet)  COMP
 JY1153  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 JY1153
 JY1153  VERT ORDER  -  SECOND    CLASS 0
 JY1153
 JY1153.The horizontal coordinates were scaled from a topographic map and have
 JY1153.an estimated accuracy of +/- 6 seconds.
 JY1153
 JY1153.The orthometric height was determined by differential leveling
 JY1153.and adjusted by the National Geodetic Survey in June 1991..
 JY1153
 JY1153.The geoid height was determined by GEOID03.
 JY1153
 JY1153.The dynamic height is computed by dividing the NAVD 88
 JY1153.geopotential number by the normal gravity value computed on the
 JY1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1153.degrees latitude (g = 980.6199 gals.).
 JY1153
 JY1153.The modeled gravity was interpolated from observed gravity values.
 JY1153
 JY1153;                    North         East    Units  Estimated Accuracy
 JY1153;SPC OH S     -   212,000.      496,150.      MT  (+/- 180 meters Scaled)
 JY1153
 JY1153                          SUPERSEDED SURVEY CONTROL
 JY1153
 JY1153  NGVD 29 (??/??/92)  328.837  (m)         1078.86   (f) ADJ UNCH    2 0
 JY1153
 JY1153.Superseded values are not recommended for survey control.
 JY1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1153.See file dsdata.txt to determine how the superseded data were derived.
 JY1153
 JY1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE679205(NAD 83)
 JY1153_MARKER: DB = BENCH MARK DISK
 JY1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1153_STAMPING: E 34 1934
 JY1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1153+STABILITY: SURFACE MOTION
 JY1153
 JY1153  HISTORY     - Date     Condition        Report By
 JY1153  HISTORY     - 1934     MONUMENTED       CGS
 JY1153  HISTORY     - 1957     GOOD             NGS
 JY1153
 JY1153                          STATION DESCRIPTION
 JY1153
 JY1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JY1153'5 MI E FROM SPRINGFIELD.
 JY1153'5.0 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 JY1153'ST. LOUIS RAILWAY FROM THE STATION AT SPRINGFIELD, CLARK COUNTY,
 JY1153'0.1 MILE WEST OF MILEPOST 179, AT A GRAVEL-ROAD CROSSING, 43
 JY1153'FEET EAST OF THE CENTERLINE OF THE ROAD, 23.4 FEET NORTH OF THE
 JY1153'NORTH RAIL, 2.1 FEET SOUTH OF THE FENCE LINE, OPPOSITE POLE
 JY1153'177+37, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED E
 JY1153'34 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1279 ***********************************************************************
 JY1279  DESIGNATION -  E 340
 JY1279  PID         -  JY1279
 JY1279  STATE/COUNTY-  OH/CLINTON
 JY1279  USGS QUAD   -  NEW VIENNA (1960)
 JY1279
 JY1279                         *CURRENT SURVEY CONTROL
 JY1279  ___________________________________________________________________
 JY1279* NAD 83(1986)-  39 19 24.     (N)    083 42 48.     (W)     SCALED    
 JY1279* NAVD 88     -       337.699  (meters)    1107.93   (feet)  ADJUSTED  
 JY1279  ___________________________________________________________________
 JY1279  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JY1279  DYNAMIC HT  -         337.502 (meters)    1107.29  (feet)  COMP
 JY1279  MODELED GRAV-     980,032.8   (mgal)                       NAVD 88
 JY1279
 JY1279  VERT ORDER  -  FIRST     CLASS II
 JY1279
 JY1279.The horizontal coordinates were scaled from a topographic map and have
 JY1279.an estimated accuracy of +/- 6 seconds.
 JY1279
 JY1279.The orthometric height was determined by differential leveling
 JY1279.and adjusted by the National Geodetic Survey in June 1991..
 JY1279
 JY1279.The geoid height was determined by GEOID03.
 JY1279
 JY1279.The dynamic height is computed by dividing the NAVD 88
 JY1279.geopotential number by the normal gravity value computed on the
 JY1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1279.degrees latitude (g = 980.6199 gals.).
 JY1279
 JY1279.The modeled gravity was interpolated from observed gravity values.
 JY1279
 JY1279;                    North         East    Units  Estimated Accuracy
 JY1279;SPC OH S     -   147,610.      495,380.      MT  (+/- 180 meters Scaled)
 JY1279
 JY1279                          SUPERSEDED SURVEY CONTROL
 JY1279
 JY1279  NGVD 29 (06/03/91)  337.860  (m)         1108.46   (f) ADJUSTED    1 2
 JY1279
 JY1279.Superseded values are not recommended for survey control.
 JY1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1279.See file dsdata.txt to determine how the superseded data were derived.
 JY1279
 JY1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD661561(NAD 83)
 JY1279_MARKER: DB = BENCH MARK DISK
 JY1279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JY1279_SP_SET: HEADWALL
 JY1279_STAMPING: E 340 1984
 JY1279_MARK LOGO: NGS   
 JY1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1279+STABILITY: SURFACE MOTION
 JY1279
 JY1279  HISTORY     - Date     Condition        Report By
 JY1279  HISTORY     - 1984     MONUMENTED       NGS
 JY1279
 JY1279                          STATION DESCRIPTION
 JY1279
 JY1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1279'1.7 KM (1.05 MI) WEST FROM NEW VIENNA.
 JY1279'1.7 KM (1.05 MI) WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 JY1279'STATE HIGHWAY 73 IN NEW VIENNA TO THE MARK ON THE RIGHT, 0.2 KM
 JY1279'(0.15 MI) WEST OF THE JUNCTION OF CLARK ROAD, IN TOP OF THE WEST END
 JY1279'OF THE NORTH HEADWALL OF A SMALL BRIDGE UNDER THE HIGHWAY, AND NEAR
 JY1279'THE SOUTHWEST CORNER OF A BARN, 7.92 METERS (26.0 FT) NORTH OF THE
 JY1279'CENTERLINE OF THE HIGHWAY, 10.30 METERS (33.8 FT) SOUTHWEST OF THE
 JY1279'SOUTHWEST CORNER OF THE BARN.
 JY1279'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1281 ***********************************************************************
 JY1281  DESIGNATION -  E 341
 JY1281  PID         -  JY1281
 JY1281  STATE/COUNTY-  OH/CLINTON
 JY1281  USGS QUAD   -  NEW VIENNA (1960)
 JY1281
 JY1281                         *CURRENT SURVEY CONTROL
 JY1281  ___________________________________________________________________
 JY1281* NAD 83(1986)-  39 19 19.     (N)    083 44 48.     (W)     SCALED    
 JY1281* NAVD 88     -       325.578  (meters)    1068.17   (feet)  ADJUSTED  
 JY1281  ___________________________________________________________________
 JY1281  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JY1281  DYNAMIC HT  -         325.387 (meters)    1067.54  (feet)  COMP
 JY1281  MODELED GRAV-     980,033.2   (mgal)                       NAVD 88
 JY1281
 JY1281  VERT ORDER  -  FIRST     CLASS II
 JY1281
 JY1281.The horizontal coordinates were scaled from a topographic map and have
 JY1281.an estimated accuracy of +/- 6 seconds.
 JY1281
 JY1281.The orthometric height was determined by differential leveling
 JY1281.and adjusted by the National Geodetic Survey in June 1991..
 JY1281
 JY1281.The geoid height was determined by GEOID03.
 JY1281
 JY1281.The dynamic height is computed by dividing the NAVD 88
 JY1281.geopotential number by the normal gravity value computed on the
 JY1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1281.degrees latitude (g = 980.6199 gals.).
 JY1281
 JY1281.The modeled gravity was interpolated from observed gravity values.
 JY1281
 JY1281;                    North         East    Units  Estimated Accuracy
 JY1281;SPC OH S     -   147,500.      492,510.      MT  (+/- 180 meters Scaled)
 JY1281
 JY1281                          SUPERSEDED SURVEY CONTROL
 JY1281
 JY1281  NGVD 29 (06/03/91)  325.740  (m)         1068.70   (f) ADJUSTED    1 2
 JY1281
 JY1281.Superseded values are not recommended for survey control.
 JY1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1281.See file dsdata.txt to determine how the superseded data were derived.
 JY1281
 JY1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD632561(NAD 83)
 JY1281_MARKER: I = METAL ROD
 JY1281_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JY1281_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JY1281_STAMPING: E 341 1984
 JY1281_MARK LOGO: NGS   
 JY1281_PROJECTION: FLUSH
 JY1281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY1281+STABILITY: POSITION/ELEVATION WELL
 JY1281_ROD/PIPE-DEPTH: 9.7  meters
 JY1281_SLEEVE-DEPTH  : 6.1 meters
 JY1281
 JY1281  HISTORY     - Date     Condition        Report By
 JY1281  HISTORY     - 1984     MONUMENTED       NGS
 JY1281
 JY1281                          STATION DESCRIPTION
 JY1281
 JY1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1281'4.5 KM (2.8 MI) WEST FROM NEW VIENNA.
 JY1281'4.5 KM (2.8 MI) WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF STATE
 JY1281'HIGHWAY 73 IN NEW VIENNA TO THE MARK ON THE RIGHT, ON THE PROPERTY
 JY1281'OWNED BY MR. CARL M. WEST, ON THE WEST SIDE OF A BOARD FENCE, 21.94
 JY1281'METERS (72.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.54 METERS
 JY1281'(51.0 FT) EAST OF THE CENTER OF A PRIVATE DRIVE LEADING TO A TWO STORY
 JY1281'FRAME FARM HOUSE, 1.77 METERS (5.8 FT) WEST OF UTILITY POLE 205376
 JY1281'WITH ONE GUY WIRE.
 JY1281'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2871 ***********************************************************************
 JZ2871  DESIGNATION -  E 342
 JZ2871  PID         -  JZ2871
 JZ2871  STATE/COUNTY-  OH/HAMILTON
 JZ2871  USGS QUAD   -  ADDYSTON (1987)
 JZ2871
 JZ2871                         *CURRENT SURVEY CONTROL
 JZ2871  ___________________________________________________________________
 JZ2871* NAD 83(1986)-  39 09 02.     (N)    084 44 58.     (W)     SCALED    
 JZ2871* NAVD 88     -       154.994  (meters)     508.51   (feet)  ADJUSTED  
 JZ2871  ___________________________________________________________________
 JZ2871  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ2871  DYNAMIC HT  -         154.899 (meters)     508.20  (feet)  COMP
 JZ2871  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 JZ2871
 JZ2871  VERT ORDER  -  FIRST     CLASS II
 JZ2871
 JZ2871.The horizontal coordinates were scaled from a topographic map and have
 JZ2871.an estimated accuracy of +/- 6 seconds.
 JZ2871
 JZ2871.The orthometric height was determined by differential leveling
 JZ2871.and adjusted by the National Geodetic Survey in June 1991..
 JZ2871
 JZ2871.The geoid height was determined by GEOID03.
 JZ2871
 JZ2871.The dynamic height is computed by dividing the NAVD 88
 JZ2871.geopotential number by the normal gravity value computed on the
 JZ2871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2871.degrees latitude (g = 980.6199 gals.).
 JZ2871
 JZ2871.The modeled gravity was interpolated from observed gravity values.
 JZ2871
 JZ2871;                    North         East    Units  Estimated Accuracy
 JZ2871;SPC OH S     -   130,150.      405,580.      MT  (+/- 180 meters Scaled)
 JZ2871
 JZ2871                          SUPERSEDED SURVEY CONTROL
 JZ2871
 JZ2871  NGVD 29 (06/03/91)  155.182  (m)          509.13   (f) ADJUSTED    1 2
 JZ2871
 JZ2871.Superseded values are not recommended for survey control.
 JZ2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2871.See file dsdata.txt to determine how the superseded data were derived.
 JZ2871
 JZ2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ944358(NAD 83)
 JZ2871_MARKER: DB = BENCH MARK DISK
 JZ2871_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2871_SP_SET: COLUMN
 JZ2871_STAMPING: E 342 1986
 JZ2871_MARK LOGO: NGS   
 JZ2871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2871+STABILITY: POSITION/ELEVATION WELL
 JZ2871
 JZ2871  HISTORY     - Date     Condition        Report By
 JZ2871  HISTORY     - 1986     MONUMENTED       NGS
 JZ2871
 JZ2871                          STATION DESCRIPTION
 JZ2871
 JZ2871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2871'16.1 KM (10.0 MI) EAST FROM LAWRENCEBURG IN.
 JZ2871'16.1 KM (10.0 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JZ2871'WITH STATE HIGHWAY 1 IN LAWRENCEBURG IN, SET VERTICALLY IN THE
 JZ2871'NORTHEAST FACE OF A COLUMN IN THE SECOND PIER SOUTHWEST OF THE
 JZ2871'NORTHEAST CONCRETE ABUTMENT OF A HIGHWAY OVERPASS, 13.3 M (43.6 FT)
 JZ2871'NORTHEAST OF THE NEAR RAIL OF THE CONRAIL RAILROAD, AND 12.7 M
 JZ2871'(41.7 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 JZ2871'THE HIGHWAY.
 JZ2871'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1980 ***********************************************************************
 MD1980  DESIGNATION -  E 344
 MD1980  PID         -  MD1980
 MD1980  STATE/COUNTY-  OH/PAULDING
 MD1980  USGS QUAD   -  OAKWOOD (1973)
 MD1980
 MD1980                         *CURRENT SURVEY CONTROL
 MD1980  ___________________________________________________________________
 MD1980* NAD 83(1986)-  41 05 31.     (N)    084 26 53.     (W)     SCALED    
 MD1980* NAVD 88     -       219.057  (meters)     718.69   (feet)  ADJUSTED  
 MD1980  ___________________________________________________________________
 MD1980  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 MD1980  DYNAMIC HT  -         218.965 (meters)     718.39  (feet)  COMP
 MD1980  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 MD1980
 MD1980  VERT ORDER  -  FIRST     CLASS II
 MD1980
 MD1980.The horizontal coordinates were scaled from a topographic map and have
 MD1980.an estimated accuracy of +/- 6 seconds.
 MD1980
 MD1980.The orthometric height was determined by differential leveling
 MD1980.and adjusted by the National Geodetic Survey in April 1995..
 MD1980
 MD1980.The geoid height was determined by GEOID03.
 MD1980
 MD1980.The dynamic height is computed by dividing the NAVD 88
 MD1980.geopotential number by the normal gravity value computed on the
 MD1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1980.degrees latitude (g = 980.6199 gals.).
 MD1980
 MD1980.The modeled gravity was interpolated from observed gravity values.
 MD1980
 MD1980;                    North         East    Units  Estimated Accuracy
 MD1980;SPC OH N     -   160,100.      436,350.      MT  (+/- 180 meters Scaled)
 MD1980
 MD1980                          SUPERSEDED SURVEY CONTROL
 MD1980
 MD1980  NGVD 29 (01/19/93)  219.225  (m)          719.24   (f) ADJUSTED    1 2
 MD1980
 MD1980.Superseded values are not recommended for survey control.
 MD1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1980.See file dsdata.txt to determine how the superseded data were derived.
 MD1980
 MD1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL143521(NAD 83)
 MD1980_MARKER: I = METAL ROD
 MD1980_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1980_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MD1980_STAMPING: E 344 1992
 MD1980_MARK LOGO: NGS   
 MD1980_PROJECTION: FLUSH
 MD1980_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1980+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1980_ROD/PIPE-DEPTH: 6.7  meters
 MD1980_SLEEVE-DEPTH  : 0.9 meters
 MD1980
 MD1980  HISTORY     - Date     Condition        Report By
 MD1980  HISTORY     - 1992     MONUMENTED       NGS
 MD1980
 MD1980                          STATION DESCRIPTION
 MD1980
 MD1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1980'0.1 KM (0.05 MI) NORTHERLY ALONG STATE STREET FROM THE POST OFFICE IN
 MD1980'MELROSE, THENCE 2.4 KM (1.50 MI) WESTERLY ALONG STATE HIGHWAY 613,
 MD1980'9.0 M (29.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT) WEST
 MD1980'OF THE CENTER OF COUNTY ROAD 159, 2.0 M (6.6 FT) SOUTHWEST OF A STORM
 MD1980'DRAIN, 1.0 M (3.3 FT) WEST-NORTHWEST OF A WITNESS POST, AND 0.5 M
 MD1980'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 MD1980'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 MD1980'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3656 ***********************************************************************
 JZ3656  DESIGNATION -  E 345
 JZ3656  PID         -  JZ3656
 JZ3656  STATE/COUNTY-  OH/MONTGOMERY
 JZ3656  USGS QUAD   -  DAYTON SOUTH (1991)
 JZ3656
 JZ3656                         *CURRENT SURVEY CONTROL
 JZ3656  ___________________________________________________________________
 JZ3656* NAD 83(1986)-  39 41 48.     (N)    084 13 34.     (W)     SCALED    
 JZ3656* NAVD 88     -       222.026  (meters)     728.43   (feet)  ADJUSTED  
 JZ3656  ___________________________________________________________________
 JZ3656  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JZ3656  DYNAMIC HT  -         221.902 (meters)     728.02  (feet)  COMP
 JZ3656  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 JZ3656
 JZ3656  VERT ORDER  -  FIRST     CLASS II
 JZ3656
 JZ3656.The horizontal coordinates were scaled from a topographic map and have
 JZ3656.an estimated accuracy of +/- 6 seconds.
 JZ3656
 JZ3656.The orthometric height was determined by differential leveling
 JZ3656.and adjusted by the National Geodetic Survey in January 1994..
 JZ3656
 JZ3656.The geoid height was determined by GEOID03.
 JZ3656
 JZ3656.The dynamic height is computed by dividing the NAVD 88
 JZ3656.geopotential number by the normal gravity value computed on the
 JZ3656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3656.degrees latitude (g = 980.6199 gals.).
 JZ3656
 JZ3656.The modeled gravity was interpolated from observed gravity values.
 JZ3656
 JZ3656;                    North         East    Units  Estimated Accuracy
 JZ3656;SPC OH S     -   189,770.      451,970.      MT  (+/- 180 meters Scaled)
 JZ3656
 JZ3656                          SUPERSEDED SURVEY CONTROL
 JZ3656
 JZ3656.No superseded survey control is available for this station.
 JZ3656
 JZ3656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ378977(NAD 83)
 JZ3656_MARKER: I = METAL ROD
 JZ3656_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3656_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3656_STAMPING: E 345 1993
 JZ3656_MARK LOGO: NGS   
 JZ3656_PROJECTION: FLUSH
 JZ3656_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3656+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ3656_ROD/PIPE-DEPTH: 8.2  meters
 JZ3656_SLEEVE-DEPTH  : 0.9 meters
 JZ3656
 JZ3656  HISTORY     - Date     Condition        Report By
 JZ3656  HISTORY     - 1993     MONUMENTED       NGS
 JZ3656  HISTORY     - 20041015 GOOD             INDIV
 JZ3656
 JZ3656                          STATION DESCRIPTION
 JZ3656
 JZ3656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3656'IN MORAINE, AT THE INTERSECTION OF DRYDEN AND EAST RIVER ROADS, 64.0
 JZ3656'M (210.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF DRYDEN
 JZ3656'ROAD, 25.8 M (84.6 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING TO
 JZ3656'THE DRYDEN MOLDERS INCORPORATED, 6.7 M (22.0 FT) NORTH OF AND LEVEL
 JZ3656'WITH THE CENTERLINE OF EAST RIVER ROAD, AND 0.7 M (2.3 FT) SOUTH OF A
 JZ3656'WITNESS POST AND THE CENTER 1 OF 3 GUY CABLE ANCHORS.  NOTE--ACCESS
 JZ3656'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 JZ3656'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 JZ3656
 JZ3656                          STATION RECOVERY (2004)
 JZ3656
 JZ3656'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3656'MONUMENT IS LOCATED AT SOUTHERN INTERSECTION OF DRYDEN RD. AND E.
 JZ3656'RIVER RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3667 ***********************************************************************
 JZ3667  DESIGNATION -  E 346
 JZ3667  PID         -  JZ3667
 JZ3667  STATE/COUNTY-  OH/MONTGOMERY
 JZ3667  USGS QUAD   -  DAYTON NORTH (1996)
 JZ3667
 JZ3667                         *CURRENT SURVEY CONTROL
 JZ3667  ___________________________________________________________________
 JZ3667* NAD 83(1995)-  39 49 10.20661(N)    084 10 45.54365(W)     ADJUSTED  
 JZ3667* NAVD 88     -       245.719  (meters)     806.16   (feet)  ADJUSTED  
 JZ3667  ___________________________________________________________________
 JZ3667  X           -     497,516.545 (meters)                     COMP
 JZ3667  Y           -  -4,880,435.786 (meters)                     COMP
 JZ3667  Z           -   4,062,748.947 (meters)                     COMP
 JZ3667  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 JZ3667  ELLIP HEIGHT-         212.56  (meters)          (10/07/05) GPS OBS
 JZ3667  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JZ3667  DYNAMIC HT  -         245.586 (meters)     805.73  (feet)  COMP
 JZ3667  MODELED GRAV-     980,077.9   (mgal)                       NAVD 88
 JZ3667
 JZ3667  HORZ ORDER  -  FIRST
 JZ3667  VERT ORDER  -  FIRST     CLASS II
 JZ3667  ELLP ORDER  -  FOURTH    CLASS I
 JZ3667
 JZ3667.The horizontal coordinates were established by GPS observations
 JZ3667.and adjusted by the National Geodetic Survey in September 1997..
 JZ3667
 JZ3667.The orthometric height was determined by differential leveling
 JZ3667.and adjusted by the National Geodetic Survey in January 1994..
 JZ3667
 JZ3667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3667
 JZ3667.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3667
 JZ3667.The ellipsoidal height was determined by GPS observations
 JZ3667.and is referenced to NAD 83.
 JZ3667
 JZ3667.The geoid height was determined by GEOID03.
 JZ3667
 JZ3667.The dynamic height is computed by dividing the NAVD 88
 JZ3667.geopotential number by the normal gravity value computed on the
 JZ3667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3667.degrees latitude (g = 980.6199 gals.).
 JZ3667
 JZ3667.The modeled gravity was interpolated from observed gravity values.
 JZ3667
 JZ3667;                    North         East     Units Scale Factor Converg.
 JZ3667;SPC OH S     -   203,329.006   456,233.086   MT  0.99996469   -1 03 56.0
 JZ3667;UTM  16      - 4,411,531.193   741,423.083   MT  1.00031762   +1 48 25.8
 JZ3667
 JZ3667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3667!SPC OH S     -   0.99996665  x   0.99996469  =   0.99993135
 JZ3667!UTM  16      -   0.99996665  x   1.00031762  =   1.00028426
 JZ3667
 JZ3667                          SUPERSEDED SURVEY CONTROL
 JZ3667
 JZ3667  ELLIP H (09/11/97)  212.65   (m)                       GP(       ) 4 1
 JZ3667  NAVD 88 (09/11/97)  245.72   (m)          806.2    (f) LEVELING    3  
 JZ3667
 JZ3667.Superseded values are not recommended for survey control.
 JZ3667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3667.See file dsdata.txt to determine how the superseded data were derived.
 JZ3667
 JZ3667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4142311531(NAD 83)
 JZ3667_MARKER: I = METAL ROD
 JZ3667_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3667_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3667_STAMPING: E 346 1993
 JZ3667_MARK LOGO: NGS   
 JZ3667_PROJECTION: FLUSH
 JZ3667_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3667+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ3667_ROD/PIPE-DEPTH: 4.7  meters
 JZ3667_SLEEVE-DEPTH  : 0.9 meters
 JZ3667
 JZ3667  HISTORY     - Date     Condition        Report By
 JZ3667  HISTORY     - 1993     MONUMENTED       NGS
 JZ3667  HISTORY     - 19961202 GOOD             WOOLPT
 JZ3667  HISTORY     - 20041015 GOOD             INDIV
 JZ3667
 JZ3667                          STATION DESCRIPTION
 JZ3667
 JZ3667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3667'IN DAYTON, AT THE INTERSECTION OF WEBSTER STREET AND NEEDMORE ROAD,
 JZ3667'46.6 M (152.9 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 JZ3667'THE ROAD, 9.4 M (30.8 FT) EAST OF THE STREET CENTER, 8.5 M (27.9 FT)
 JZ3667'WEST-NORTHWEST OF THE CENTER OF A CULVERT HEADWALL, 2.4 M (7.9 FT)
 JZ3667'NORTH OF UTILITY POLE NUMBER 6151, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 JZ3667'OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 JZ3667'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 JZ3667'CLASS A MARK.
 JZ3667
 JZ3667                          STATION RECOVERY (1996)
 JZ3667
 JZ3667'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BBS)
 JZ3667'RECOVERED AS DESCRIBED.
 JZ3667
 JZ3667                          STATION RECOVERY (2004)
 JZ3667
 JZ3667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3618 ***********************************************************************
 JZ3618  DESIGNATION -  E 347
 JZ3618  PID         -  JZ3618
 JZ3618  STATE/COUNTY-  OH/BUTLER
 JZ3618  USGS QUAD   -  GLENDALE (1987)
 JZ3618
 JZ3618                         *CURRENT SURVEY CONTROL
 JZ3618  ___________________________________________________________________
 JZ3618* NAD 83(1986)-  39 19 15.     (N)    084 25 27.     (W)     SCALED    
 JZ3618* NAVD 88     -       185.626  (meters)     609.01   (feet)  ADJUSTED  
 JZ3618  ___________________________________________________________________
 JZ3618  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ3618  DYNAMIC HT  -         185.514 (meters)     608.64  (feet)  COMP
 JZ3618  MODELED GRAV-     980,020.7   (mgal)                       NAVD 88
 JZ3618
 JZ3618  VERT ORDER  -  FIRST     CLASS II
 JZ3618
 JZ3618.The horizontal coordinates were scaled from a topographic map and have
 JZ3618.an estimated accuracy of +/- 6 seconds.
 JZ3618
 JZ3618.The orthometric height was determined by differential leveling
 JZ3618.and adjusted by the National Geodetic Survey in January 1994..
 JZ3618
 JZ3618.The geoid height was determined by GEOID03.
 JZ3618
 JZ3618.The dynamic height is computed by dividing the NAVD 88
 JZ3618.geopotential number by the normal gravity value computed on the
 JZ3618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3618.degrees latitude (g = 980.6199 gals.).
 JZ3618
 JZ3618.The modeled gravity was interpolated from observed gravity values.
 JZ3618
 JZ3618;                    North         East    Units  Estimated Accuracy
 JZ3618;SPC OH S     -   148,400.      434,100.      MT  (+/- 180 meters Scaled)
 JZ3618
 JZ3618                          SUPERSEDED SURVEY CONTROL
 JZ3618
 JZ3618.No superseded survey control is available for this station.
 JZ3618
 JZ3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ220555(NAD 83)
 JZ3618_MARKER: I = METAL ROD
 JZ3618_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3618_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3618_STAMPING: E 347 1993
 JZ3618_MARK LOGO: NGS   
 JZ3618_PROJECTION: FLUSH
 JZ3618_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3618+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3618_ROD/PIPE-DEPTH: 4.9  meters
 JZ3618_SLEEVE-DEPTH  : 0.9 meters
 JZ3618
 JZ3618  HISTORY     - Date     Condition        Report By
 JZ3618  HISTORY     - 1993     MONUMENTED       NGS
 JZ3618
 JZ3618                          STATION DESCRIPTION
 JZ3618
 JZ3618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3618'3.8 KM (2.35 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 JZ3618'JUNCTION OF INTERSTATE HIGHWAY 275 IN SHARONVILLE (EXIT 16), 0.9 KM
 JZ3618'(0.55 MI) NORTHEAST OF THE INTERSECTION OF ALLEN ROAD, 0.8 KM (0.50
 JZ3618'MI) SOUTHWEST OF THE INTERSECTION OF BECKETT ROAD, 25.8 M (84.6 FT)
 JZ3618'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.4 M
 JZ3618'(4.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTHWEST
 JZ3618'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 JZ3618'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 JZ3618'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2517 ***********************************************************************
 LA2517  DESIGNATION -  E 348
 LA2517  PID         -  LA2517
 LA2517  STATE/COUNTY-  OH/SHELBY
 LA2517  USGS QUAD   -  BOTKINS (1984)
 LA2517
 LA2517                         *CURRENT SURVEY CONTROL
 LA2517  ___________________________________________________________________
 LA2517* NAD 83(1986)-  40 26 10.     (N)    084 10 07.     (W)     SCALED    
 LA2517* NAVD 88     -       310.371  (meters)    1018.28   (feet)  ADJUSTED  
 LA2517  ___________________________________________________________________
 LA2517  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA2517  DYNAMIC HT  -         310.219 (meters)    1017.78  (feet)  COMP
 LA2517  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 LA2517
 LA2517  VERT ORDER  -  FIRST     CLASS II
 LA2517
 LA2517.The horizontal coordinates were scaled from a topographic map and have
 LA2517.an estimated accuracy of +/- 6 seconds.
 LA2517
 LA2517.The orthometric height was determined by differential leveling
 LA2517.and adjusted by the National Geodetic Survey in January 1994..
 LA2517
 LA2517.The geoid height was determined by GEOID03.
 LA2517
 LA2517.The dynamic height is computed by dividing the NAVD 88
 LA2517.geopotential number by the normal gravity value computed on the
 LA2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2517.degrees latitude (g = 980.6199 gals.).
 LA2517
 LA2517.The modeled gravity was interpolated from observed gravity values.
 LA2517
 LA2517;                    North         East    Units  Estimated Accuracy
 LA2517;SPC OH N     -    86,800.      458,430.      MT  (+/- 180 meters Scaled)
 LA2517
 LA2517                          SUPERSEDED SURVEY CONTROL
 LA2517
 LA2517.No superseded survey control is available for this station.
 LA2517
 LA2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK401800(NAD 83)
 LA2517_MARKER: I = METAL ROD
 LA2517_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2517_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2517_STAMPING: E 348 1993
 LA2517_MARK LOGO: NGS   
 LA2517_PROJECTION: FLUSH
 LA2517_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LA2517+STABILITY: POSITION/ELEVATION WELL
 LA2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2517+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2517_ROD/PIPE-DEPTH: 12.2 meters
 LA2517_SLEEVE-DEPTH  : 3.1 meters
 LA2517
 LA2517  HISTORY     - Date     Condition        Report By
 LA2517  HISTORY     - 1993     MONUMENTED       NGS
 LA2517
 LA2517                          STATION DESCRIPTION
 LA2517
 LA2517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2517'14.2 KM (8.80 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2517'JUNCTION OF STATE HIGHWAY 29 IN SIDNEY (EXIT 93), 308.0 M (1010.5 FT)
 LA2517'SOUTH OF THE CENTER OF STATE HIGHWAY 274 (EXIT 102), 39.8 M (130.6
 LA2517'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 LA2517'17.2 M (56.4 FT) SOUTHWEST OF A UTILITY POLE WITH A TRANSFORMER
 LA2517'ATTACHED, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 1.4 M
 LA2517'(4.6 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 LA2517'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2505 ***********************************************************************
 LA2505  DESIGNATION -  E 349
 LA2505  PID         -  LA2505
 LA2505  STATE/COUNTY-  OH/SHELBY
 LA2505  USGS QUAD   -  SIDNEY (1982)
 LA2505
 LA2505                         *CURRENT SURVEY CONTROL
 LA2505  ___________________________________________________________________
 LA2505* NAD 83(1986)-  40 15 57.     (N)    084 09 44.     (W)     SCALED    
 LA2505* NAVD 88     -       282.452  (meters)     926.68   (feet)  ADJUSTED  
 LA2505  ___________________________________________________________________
 LA2505  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LA2505  DYNAMIC HT  -         282.309 (meters)     926.21  (feet)  COMP
 LA2505  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 LA2505
 LA2505  VERT ORDER  -  FIRST     CLASS II
 LA2505
 LA2505.The horizontal coordinates were scaled from a topographic map and have
 LA2505.an estimated accuracy of +/- 6 seconds.
 LA2505
 LA2505.The orthometric height was determined by differential leveling
 LA2505.and adjusted by the National Geodetic Survey in January 1994..
 LA2505
 LA2505.The geoid height was determined by GEOID03.
 LA2505
 LA2505.The dynamic height is computed by dividing the NAVD 88
 LA2505.geopotential number by the normal gravity value computed on the
 LA2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2505.degrees latitude (g = 980.6199 gals.).
 LA2505
 LA2505.The modeled gravity was interpolated from observed gravity values.
 LA2505
 LA2505;                    North         East    Units  Estimated Accuracy
 LA2505;SPC OH N     -    67,880.      458,610.      MT  (+/- 180 meters Scaled)
 LA2505
 LA2505                          SUPERSEDED SURVEY CONTROL
 LA2505
 LA2505.No superseded survey control is available for this station.
 LA2505
 LA2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK413611(NAD 83)
 LA2505_MARKER: I = METAL ROD
 LA2505_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LA2505+WITH SETTING: INFORMATION.
 LA2505_SP_SET: METAL ROD DRIVEN INTO GROUND
 LA2505_STAMPING: E 349 1993
 LA2505_MARK LOGO: NGS   
 LA2505_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2505+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2505
 LA2505  HISTORY     - Date     Condition        Report By
 LA2505  HISTORY     - 1993     MONUMENTED       NGS
 LA2505
 LA2505                          STATION DESCRIPTION
 LA2505
 LA2505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2505'IN SIDNEY, AT 1515 SOUTH RIVER ROAD, 12.4 M (40.7 FT) SOUTH OF THE
 LA2505'SOUTHWEST CORNER OF A GARAGE AT 1515 SOUTH RIVER ROAD, 9.4 M (30.8
 LA2505'FT) WEST OF THE CENTER OF A DRIVEWAY, 5.5 M (18.0 FT) NORTH OF THE
 LA2505'ROAD CENTERLINE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND 0.3 M
 LA2505'(1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 LA2505'POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL
 LA2505'AND ANCHORED AT 2.2 METERS AND FLUSH WITH THE GROUND.  THE MARK IS ON
 LA2505'PROPERTY OWNED BY WILLIAM AULT, 1515 SOUTH RIVER ROAD, SIDNEY, OH,
 LA2505'TELEPHONE NUMBER (419) 492-0457.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1118 ***********************************************************************
 JY1118  DESIGNATION -  E 35
 JY1118  PID         -  JY1118
 JY1118  STATE/COUNTY-  OH/CLARK
 JY1118  USGS QUAD   -  CLIFTON (1988)
 JY1118
 JY1118                         *CURRENT SURVEY CONTROL
 JY1118  ___________________________________________________________________
 JY1118* NAD 83(1986)-  39 52 05.     (N)    083 51 11.     (W)     SCALED    
 JY1118* NAVD 88     -       310.433  (meters)    1018.48   (feet)  ADJUSTED  
 JY1118  ___________________________________________________________________
 JY1118  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JY1118  DYNAMIC HT  -         310.259 (meters)    1017.91  (feet)  COMP
 JY1118  MODELED GRAV-     980,058.4   (mgal)                       NAVD 88
 JY1118
 JY1118  VERT ORDER  -  SECOND    CLASS 0
 JY1118
 JY1118.The horizontal coordinates were scaled from a topographic map and have
 JY1118.an estimated accuracy of +/- 6 seconds.
 JY1118
 JY1118.The orthometric height was determined by differential leveling
 JY1118.and adjusted by the National Geodetic Survey in June 1991..
 JY1118
 JY1118.The geoid height was determined by GEOID03.
 JY1118
 JY1118.The dynamic height is computed by dividing the NAVD 88
 JY1118.geopotential number by the normal gravity value computed on the
 JY1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1118.degrees latitude (g = 980.6199 gals.).
 JY1118
 JY1118.The modeled gravity was interpolated from observed gravity values.
 JY1118
 JY1118;                    North         East    Units  Estimated Accuracy
 JY1118;SPC OH S     -   208,250.      484,240.      MT  (+/- 180 meters Scaled)
 JY1118
 JY1118                          SUPERSEDED SURVEY CONTROL
 JY1118
 JY1118  NGVD 29 (??/??/92)  310.613  (m)         1019.07   (f) ADJ UNCH    2 0
 JY1118
 JY1118.Superseded values are not recommended for survey control.
 JY1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1118.See file dsdata.txt to determine how the superseded data were derived.
 JY1118
 JY1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE559170(NAD 83)
 JY1118_MARKER: DB = BENCH MARK DISK
 JY1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1118_STAMPING: E 35 1934
 JY1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1118+STABILITY: SURFACE MOTION
 JY1118
 JY1118  HISTORY     - Date     Condition        Report By
 JY1118  HISTORY     - 1934     MONUMENTED       CGS
 JY1118
 JY1118                          STATION DESCRIPTION
 JY1118
 JY1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY1118'4.4 MI S FROM SPRINGFIELD.
 JY1118'4.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JY1118'AT SPRINGFIELD, CLARK COUNTY, AT A PRIVATE-ROAD CROSSING, 35.8
 JY1118'FEET WEST OF THE WEST RAIL, 28.2 FEET NORTH OF THE CENTERLINE
 JY1118'OF THE ROAD, 1.5 FEET EAST OF THE FENCE, AND LEVEL WITH THE TRACK.
 JY1118'A STANDARD DISK, STAMPED E 35 1934 AND SET IN THE TOP OF A CONCRETE
 JY1118'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2497 ***********************************************************************
 LA2497  DESIGNATION -  E 350
 LA2497  PID         -  LA2497
 LA2497  STATE/COUNTY-  OH/MIAMI
 LA2497  USGS QUAD   -  TROY (1984)
 LA2497
 LA2497                         *CURRENT SURVEY CONTROL
 LA2497  ___________________________________________________________________
 LA2497* NAD 83(1986)-  40 07 26.     (N)    084 12 58.     (W)     SCALED    
 LA2497* NAVD 88     -       279.249  (meters)     916.17   (feet)  ADJUSTED  
 LA2497  ___________________________________________________________________
 LA2497  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LA2497  DYNAMIC HT  -         279.108 (meters)     915.71  (feet)  COMP
 LA2497  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 LA2497
 LA2497  VERT ORDER  -  FIRST     CLASS II
 LA2497
 LA2497.The horizontal coordinates were scaled from a topographic map and have
 LA2497.an estimated accuracy of +/- 6 seconds.
 LA2497
 LA2497.The orthometric height was determined by differential leveling
 LA2497.and adjusted by the National Geodetic Survey in January 1994..
 LA2497
 LA2497.The geoid height was determined by GEOID03.
 LA2497
 LA2497.The dynamic height is computed by dividing the NAVD 88
 LA2497.geopotential number by the normal gravity value computed on the
 LA2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2497.degrees latitude (g = 980.6199 gals.).
 LA2497
 LA2497.The modeled gravity was interpolated from observed gravity values.
 LA2497
 LA2497;                    North         East    Units  Estimated Accuracy
 LA2497;SPC OH S     -   237,180.      453,730.      MT  (+/- 180 meters Scaled)
 LA2497
 LA2497                          SUPERSEDED SURVEY CONTROL
 LA2497
 LA2497.No superseded survey control is available for this station.
 LA2497
 LA2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK372452(NAD 83)
 LA2497_MARKER: I = METAL ROD
 LA2497_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2497_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2497_STAMPING: E 350 1993
 LA2497_MARK LOGO: NGS   
 LA2497_PROJECTION: FLUSH
 LA2497_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2497+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2497_ROD/PIPE-DEPTH: 4.8  meters
 LA2497_SLEEVE-DEPTH  : 0.9 meters
 LA2497
 LA2497  HISTORY     - Date     Condition        Report By
 LA2497  HISTORY     - 1993     MONUMENTED       NGS
 LA2497
 LA2497                          STATION DESCRIPTION
 LA2497
 LA2497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2497'30.1 KM (18.70 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2497'JUNCTION OF INTERSTATE HIGHWAY 70 IN VANDALIA (EXIT 61), 360.0 M
 LA2497'(1181.1 FT) NORTHEAST OF THE CENTER OF THE CHESSIE SYSTEM RAILROAD,
 LA2497'125.0 M (410.1 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE INTO A
 LA2497'REST AREA, 34.9 M (114.5 FT) SOUTHWEST OF A BRACED FENCE POST, 32.5 M
 LA2497'(106.6 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LA2497'HIGHWAY, 22.2 M (72.8 FT) EAST OF A UTILITY LIGHT POLE, 3.0 M (9.8
 LA2497'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) NORTHWEST OF A
 LA2497'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LA2497'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 LA2497'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1660 ***********************************************************************
 MC1660  DESIGNATION -  E 351
 MC1660  PID         -  MC1660
 MC1660  STATE/COUNTY-  OH/HANCOCK
 MC1660  USGS QUAD   -  NORTH BALTIMORE (1977)
 MC1660
 MC1660                         *CURRENT SURVEY CONTROL
 MC1660  ___________________________________________________________________
 MC1660* NAD 83(1986)-  41 09 20.     (N)    083 39 21.     (W)     SCALED    
 MC1660* NAVD 88     -       225.447  (meters)     739.65   (feet)  ADJUSTED  
 MC1660  ___________________________________________________________________
 MC1660  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC1660  DYNAMIC HT  -         225.345 (meters)     739.32  (feet)  COMP
 MC1660  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 MC1660
 MC1660  VERT ORDER  -  FIRST     CLASS II
 MC1660
 MC1660.The horizontal coordinates were scaled from a topographic map and have
 MC1660.an estimated accuracy of +/- 6 seconds.
 MC1660
 MC1660.The orthometric height was determined by differential leveling
 MC1660.and adjusted by the National Geodetic Survey in January 1994..
 MC1660
 MC1660.The geoid height was determined by GEOID03.
 MC1660
 MC1660.The dynamic height is computed by dividing the NAVD 88
 MC1660.geopotential number by the normal gravity value computed on the
 MC1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1660.degrees latitude (g = 980.6199 gals.).
 MC1660
 MC1660.The modeled gravity was interpolated from observed gravity values.
 MC1660
 MC1660;                    North         East    Units  Estimated Accuracy
 MC1660;SPC OH N     -   165,980.      502,990.      MT  (+/- 180 meters Scaled)
 MC1660
 MC1660                          SUPERSEDED SURVEY CONTROL
 MC1660
 MC1660.No superseded survey control is available for this station.
 MC1660
 MC1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF771594(NAD 83)
 MC1660_MARKER: I = METAL ROD
 MC1660_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1660_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1660_STAMPING: E 351 1993
 MC1660_MARK LOGO: NGS   
 MC1660_PROJECTION: FLUSH
 MC1660_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1660+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1660_ROD/PIPE-DEPTH: 7.2  meters
 MC1660_SLEEVE-DEPTH  : 0.9 meters
 MC1660
 MC1660  HISTORY     - Date     Condition        Report By
 MC1660  HISTORY     - 1993     MONUMENTED       NGS
 MC1660
 MC1660                          STATION DESCRIPTION
 MC1660
 MC1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1660'11.0 KM (6.85 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 MC1660'JUNCTION OF U.S. HIGHWAY 224 IN FINDLAY (EXIT 159), 134.2 M (440.3
 MC1660'FT) SOUTHWEST OF A HIGHWAY INFORMATION SIGN, 17.9 M (58.7 FT)
 MC1660'SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 MC1660'0.7 M (2.3 FT) NORTHWEST OF A WITNESS POST AND A BRACED FENCE POST,
 MC1660'AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 MC1660'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 MC1660'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1685 ***********************************************************************
 MC1685  DESIGNATION -  E 352
 MC1685  PID         -  MC1685
 MC1685  STATE/COUNTY-  OH/WOOD
 MC1685  USGS QUAD   -  DUNBRIDGE (1994)
 MC1685
 MC1685                         *CURRENT SURVEY CONTROL
 MC1685  ___________________________________________________________________
 MC1685* NAD 83(1986)-  41 28 27.     (N)    083 37 18.     (W)     SCALED    
 MC1685* NAVD 88     -       200.525  (meters)     657.89   (feet)  ADJUSTED  
 MC1685  ___________________________________________________________________
 MC1685  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1685  DYNAMIC HT  -         200.445 (meters)     657.63  (feet)  COMP
 MC1685  MODELED GRAV-     980,219.4   (mgal)                       NAVD 88
 MC1685
 MC1685  VERT ORDER  -  FIRST     CLASS II
 MC1685
 MC1685.The horizontal coordinates were scaled from a topographic map and have
 MC1685.an estimated accuracy of +/- 6 seconds.
 MC1685
 MC1685.The orthometric height was determined by differential leveling
 MC1685.and adjusted by the National Geodetic Survey in January 1994..
 MC1685
 MC1685.The geoid height was determined by GEOID03.
 MC1685
 MC1685.The dynamic height is computed by dividing the NAVD 88
 MC1685.geopotential number by the normal gravity value computed on the
 MC1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1685.degrees latitude (g = 980.6199 gals.).
 MC1685
 MC1685.The modeled gravity was interpolated from observed gravity values.
 MC1685
 MC1685;                    North         East    Units  Estimated Accuracy
 MC1685;SPC OH N     -   201,320.      506,310.      MT  (+/- 180 meters Scaled)
 MC1685
 MC1685                          SUPERSEDED SURVEY CONTROL
 MC1685
 MC1685.No superseded survey control is available for this station.
 MC1685
 MC1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF810947(NAD 83)
 MC1685_MARKER: I = METAL ROD
 MC1685_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1685_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1685_STAMPING: E 352 1993
 MC1685_MARK LOGO: NGS   
 MC1685_PROJECTION: FLUSH
 MC1685_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1685+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1685_ROD/PIPE-DEPTH: 8.5  meters
 MC1685_SLEEVE-DEPTH  : 0.9 meters
 MC1685
 MC1685  HISTORY     - Date     Condition        Report By
 MC1685  HISTORY     - 1993     MONUMENTED       NGS
 MC1685
 MC1685                          STATION DESCRIPTION
 MC1685
 MC1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1685'10.9 KM (6.75 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 MC1685'JUNCTION OF STATE HIGHWAY 105 IN BOWLING GREEN (EXIT 181), 437.0 M
 MC1685'(1433.7 FT) SOUTH OF THE CENTER OF DOWLING ROAD, 45.5 M (149.3 FT)
 MC1685'SOUTH OF THE CENTER OF THE MOST SOUTHERLY OF 2 UTILITY HIGH LINES
 MC1685'CROSSING THE HIGHWAY, 26.0 M (85.3 FT) EAST OF THE CENTERLINE OF THE
 MC1685'NORTHBOUND LANES OF THE HIGHWAY, 1.6 M (5.2 FT) NORTHWEST OF A
 MC1685'WITNESS POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.8
 MC1685'M (2.6 FT) WEST OF A BRACED FENCE POST.  NOTE--ACCESS TO THE DATUM
 MC1685'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 MC1685'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0863 ***********************************************************************
 JY0863  DESIGNATION -  E 36
 JY0863  PID         -  JY0863
 JY0863  STATE/COUNTY-  OH/PICKAWAY
 JY0863  USGS QUAD   -  CLARKSBURG (1979)
 JY0863
 JY0863                         *CURRENT SURVEY CONTROL
 JY0863  ___________________________________________________________________
 JY0863* NAD 83(1986)-  39 33 42.     (N)    083 11 21.     (W)     SCALED    
 JY0863* NAVD 88     -       255.416  (meters)     837.98   (feet)  ADJUSTED  
 JY0863  ___________________________________________________________________
 JY0863  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JY0863  DYNAMIC HT  -         255.273 (meters)     837.51  (feet)  COMP
 JY0863  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 JY0863
 JY0863  VERT ORDER  -  SECOND    CLASS 0
 JY0863
 JY0863.The horizontal coordinates were scaled from a topographic map and have
 JY0863.an estimated accuracy of +/- 6 seconds.
 JY0863
 JY0863.The orthometric height was determined by differential leveling
 JY0863.and adjusted by the National Geodetic Survey in June 1991..
 JY0863
 JY0863.The geoid height was determined by GEOID03.
 JY0863
 JY0863.The dynamic height is computed by dividing the NAVD 88
 JY0863.geopotential number by the normal gravity value computed on the
 JY0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0863.degrees latitude (g = 980.6199 gals.).
 JY0863
 JY0863.The modeled gravity was interpolated from observed gravity values.
 JY0863
 JY0863;                    North         East    Units  Estimated Accuracy
 JY0863;SPC OH S     -   173,590.      540,780.      MT  (+/- 180 meters Scaled)
 JY0863
 JY0863                          SUPERSEDED SURVEY CONTROL
 JY0863
 JY0863  NGVD 29 (??/??/92)  255.592  (m)          838.55   (f) ADJ UNCH    2 0
 JY0863
 JY0863.Superseded values are not recommended for survey control.
 JY0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0863.See file dsdata.txt to determine how the superseded data were derived.
 JY0863
 JY0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD119813(NAD 83)
 JY0863_MARKER: DB = BENCH MARK DISK
 JY0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0863_STAMPING: E 36 1934
 JY0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0863+STABILITY: SURFACE MOTION
 JY0863
 JY0863  HISTORY     - Date     Condition        Report By
 JY0863  HISTORY     - 1934     MONUMENTED       CGS
 JY0863  HISTORY     - 1966     GOOD             NGS
 JY0863
 JY0863                          STATION DESCRIPTION
 JY0863
 JY0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0863'AT ATLANTA.
 JY0863'AT ATLANTA, PICKAWAY COUNTY, ON THE PENNSYLVANIA RAILROAD, 24.4
 JY0863'FEET EAST OF THE SOUTHEAST CORNER OF THE STATION, 32 YARDS WEST
 JY0863'OF THE SOUTHWEST CORNER OF A GRAIN ELEVATOR, 18.2 FEET NORTH
 JY0863'OF THE NORTH RAIL, 4.2 FEET SOUTH OF A POLE, AND 0.8 FOOT ABOVE
 JY0863'THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED E 36 1934 AND
 JY0863'SET IN THE TOP OF A CONCRETE POST.
 JY0863
 JY0863                          STATION RECOVERY (1966)
 JY0863
 JY0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JY0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1144 ***********************************************************************
 JY1144  DESIGNATION -  E 37
 JY1144  PID         -  JY1144
 JY1144  STATE/COUNTY-  OH/GREENE
 JY1144  USGS QUAD   -  CEDARVILLE (1987)
 JY1144
 JY1144                         *CURRENT SURVEY CONTROL
 JY1144  ___________________________________________________________________
 JY1144* NAD 83(1986)-  39 40 25.     (N)    083 52 26.     (W)     SCALED    
 JY1144* NAVD 88     -       313.635  (meters)    1028.98   (feet)  ADJUSTED  
 JY1144  ___________________________________________________________________
 JY1144  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JY1144  DYNAMIC HT  -         313.457 (meters)    1028.40  (feet)  COMP
 JY1144  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 JY1144
 JY1144  VERT ORDER  -  SECOND    CLASS 0
 JY1144
 JY1144.The horizontal coordinates were scaled from a topographic map and have
 JY1144.an estimated accuracy of +/- 6 seconds.
 JY1144
 JY1144.The orthometric height was determined by differential leveling
 JY1144.and adjusted by the National Geodetic Survey in June 1991..
 JY1144
 JY1144.The geoid height was determined by GEOID03.
 JY1144
 JY1144.The dynamic height is computed by dividing the NAVD 88
 JY1144.geopotential number by the normal gravity value computed on the
 JY1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1144.degrees latitude (g = 980.6199 gals.).
 JY1144
 JY1144.The modeled gravity was interpolated from observed gravity values.
 JY1144
 JY1144;                    North         East    Units  Estimated Accuracy
 JY1144;SPC OH S     -   186,690.      482,130.      MT  (+/- 180 meters Scaled)
 JY1144
 JY1144                          SUPERSEDED SURVEY CONTROL
 JY1144
 JY1144  NGVD 29 (??/??/92)  313.806  (m)         1029.55   (f) ADJ UNCH    2 0
 JY1144
 JY1144.Superseded values are not recommended for survey control.
 JY1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1144.See file dsdata.txt to determine how the superseded data were derived.
 JY1144
 JY1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD535954(NAD 83)
 JY1144_MARKER: DB = BENCH MARK DISK
 JY1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1144_STAMPING: E 37 1934
 JY1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1144+STABILITY: SURFACE MOTION
 JY1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY1144+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 JY1144
 JY1144  HISTORY     - Date     Condition        Report By
 JY1144  HISTORY     - 1934     MONUMENTED       CGS
 JY1144  HISTORY     - 20030616 GOOD             OHDT
 JY1144
 JY1144                          STATION DESCRIPTION
 JY1144
 JY1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY1144'3.6 MI E FROM XENIA.
 JY1144'3.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY1144'STATION AT XENIA, GREENE COUNTY, AT THE JASPER PIKE CROSSING,
 JY1144'30.1 FEET WEST OF THE CENTERLINE OF JASPER PIKE, 28.2 FEET NORTH
 JY1144'OF THE NORTH RAIL, 10 FEET WEST OF A FENCE CORNER, 2.1 FEET SOUTH
 JY1144'OF THE FENCE, AND ABOUT 3-1/2 FEET LOWER THAN THE TRACK.  A
 JY1144'STANDARD DISK, STAMPED E 37 1934 AND SET IN THE TOP OF A CONCRETE
 JY1144'POST.
 JY1144
 JY1144                          STATION RECOVERY (2003)
 JY1144
 JY1144'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 JY1144'TO REACH FROM COURTHOUSE IN XENIA. EAST ON MAIN STREET, 1 MILE TO
 JY1144'JASPER RD. ON RIGHT.  ON JASPER RD. FOR 2.2 MILES.  MARK IS LOCATED ON
 JY1144'SOUTH SIDE OF ROAD JUST EAST OF BRIDGE OVER SHAWNEE CREEK, AND JUST
 JY1144'WEST OF ABANDONED RAIL GRADE.  MARK IS 30 FEET SOUTH OF CENTERLINE OF
 JY1144'JASPER ROAD, 5 FEET SOUTH OF A FENCE AND 10 FEET WEST OF OLD RAILROAD
 JY1144'FENCE.  28 FEET WEST OF APPARENT RAILROAD CENTERLINE.
 JY1144' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0925 ***********************************************************************
 JY0925  DESIGNATION -  E 39
 JY0925  PID         -  JY0925
 JY0925  STATE/COUNTY-  OH/FAYETTE
 JY0925  USGS QUAD   -  WASHINGTON COURT HOUSE (1986)
 JY0925
 JY0925                         *CURRENT SURVEY CONTROL
 JY0925  ___________________________________________________________________
 JY0925* NAD 83(1986)-  39 36 24.     (N)    083 23 48.     (W)     SCALED    
 JY0925* NAVD 88     -       304.139  (meters)     997.83   (feet)  ADJUSTED  
 JY0925  ___________________________________________________________________
 JY0925  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JY0925  DYNAMIC HT  -         303.979 (meters)     997.30  (feet)  COMP
 JY0925  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 JY0925
 JY0925  VERT ORDER  -  SECOND    CLASS 0
 JY0925
 JY0925.The horizontal coordinates were scaled from a topographic map and have
 JY0925.an estimated accuracy of +/- 6 seconds.
 JY0925
 JY0925.The orthometric height was determined by differential leveling
 JY0925.and adjusted by the National Geodetic Survey in June 1991..
 JY0925
 JY0925.The geoid height was determined by GEOID03.
 JY0925
 JY0925.The dynamic height is computed by dividing the NAVD 88
 JY0925.geopotential number by the normal gravity value computed on the
 JY0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0925.degrees latitude (g = 980.6199 gals.).
 JY0925
 JY0925.The modeled gravity was interpolated from observed gravity values.
 JY0925
 JY0925;                    North         East    Units  Estimated Accuracy
 JY0925;SPC OH S     -   178,750.      523,000.      MT  (+/- 180 meters Scaled)
 JY0925
 JY0925                          SUPERSEDED SURVEY CONTROL
 JY0925
 JY0925  NGVD 29 (??/??/92)  304.322  (m)          998.43   (f) ADJ UNCH    2 0
 JY0925
 JY0925.Superseded values are not recommended for survey control.
 JY0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0925.See file dsdata.txt to determine how the superseded data were derived.
 JY0925
 JY0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD942868(NAD 83)
 JY0925_MARKER: DB = BENCH MARK DISK
 JY0925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0925_SP_SET: BUILDING
 JY0925_STAMPING: E 39 1934
 JY0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0925
 JY0925  HISTORY     - Date     Condition        Report By
 JY0925  HISTORY     - 1934     MONUMENTED       CGS
 JY0925  HISTORY     - 1966     GOOD             NGS
 JY0925
 JY0925                          STATION DESCRIPTION
 JY0925
 JY0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0925'AT BLOOMINGBURG.
 JY0925'AT BLOOMINGBURG, FAYETTE COUNTY, ON STATE HIGHWAY 38, 18 YARDS
 JY0925'SOUTH OF THE CENTER OF THE INTERSECTION OF CROOS STREET, 10
 JY0925'YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE WEST WALL
 JY0925'OF THE POST OFFICE, 23.8 FEET SOUTH OF THE SOUTHWEST CORNER
 JY0925'OF THE BUILDING, AND 2.6 FEET ABOVE THE SIDEWALK.  A STANDARD
 JY0925'DISK, STAMPED E 39 1934 AND SET VERTICALLY.
 JY0925
 JY0925                          STATION RECOVERY (1966)
 JY0925
 JY0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JY0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0176 ***********************************************************************
 MD0176  DESIGNATION -  E 40
 MD0176  PID         -  MD0176
 MD0176  STATE/COUNTY-  OH/DEFIANCE
 MD0176  USGS QUAD   -  DEFIANCE EAST (1979)
 MD0176
 MD0176                         *CURRENT SURVEY CONTROL
 MD0176  ___________________________________________________________________
 MD0176* NAD 83(1986)-  41 19 22.     (N)    084 17 28.     (W)     SCALED    
 MD0176* NAVD 88     -       221.508  (meters)     726.73   (feet)  POSTED    
 MD0176  ___________________________________________________________________
 MD0176  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 MD0176  DYNAMIC HT  -         221.410 (meters)     726.41  (feet)  COMP
 MD0176  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 MD0176
 MD0176  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MD0176
 MD0176.The horizontal coordinates were scaled from a topographic map and have
 MD0176.an estimated accuracy of +/- 6 seconds.
 MD0176
 MD0176.The orthometric height was determined by differential leveling
 MD0176.and adjusted by the National Geodetic Survey in 1992..
 MD0176.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MD0176.rate of 2.1 thru 3.0 mm/km.
 MD0176
 MD0176.The geoid height was determined by GEOID03.
 MD0176
 MD0176.The dynamic height is computed by dividing the NAVD 88
 MD0176.geopotential number by the normal gravity value computed on the
 MD0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0176.degrees latitude (g = 980.6199 gals.).
 MD0176
 MD0176.The modeled gravity was interpolated from observed gravity values.
 MD0176
 MD0176;                    North         East    Units  Estimated Accuracy
 MD0176;SPC OH N     -   185,450.      450,060.      MT  (+/- 180 meters Scaled)
 MD0176
 MD0176                          SUPERSEDED SURVEY CONTROL
 MD0176
 MD0176  NGVD 29 (??/??/92)  221.690  (m)          727.33   (f) ADJ UNCH    2 0
 MD0176
 MD0176.Superseded values are not recommended for survey control.
 MD0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0176.See file dsdata.txt to determine how the superseded data were derived.
 MD0176
 MD0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL267781(NAD 83)
 MD0176_MARKER: DB = BENCH MARK DISK
 MD0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0176_STAMPING: E 40 1934
 MD0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0176+STABILITY: SURFACE MOTION
 MD0176
 MD0176  HISTORY     - Date     Condition        Report By
 MD0176  HISTORY     - 1934     MONUMENTED       CGS
 MD0176
 MD0176                          STATION DESCRIPTION
 MD0176
 MD0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0176'0.5 MI W FROM JEWELL.
 MD0176'0.5 MILE WEST ALONG THE WABASH RAILWAY FROM THE STATION AT
 MD0176'JEWELL, 1.8 FEET NORTH OF MILEPOST T 46 - ST. L 390, 6.1 FEET
 MD0176'SOUTH OF THE SOUTH RAIL, AND ABOUT 6 INCHES LOWER THAN THE TOP
 MD0176'OF THE RAIL.  A STANDARD DISK, STAMPED E 40 1934 AND SET IN THE
 MD0176'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0353 ***********************************************************************
 MD0353  DESIGNATION -  E 41
 MD0353  PID         -  MD0353
 MD0353  STATE/COUNTY-  OH/WILLIAMS
 MD0353  USGS QUAD   -  BRYAN (1977)
 MD0353
 MD0353                         *CURRENT SURVEY CONTROL
 MD0353  ___________________________________________________________________
 MD0353* NAD 83(1986)-  41 29 00.     (N)    084 32 33.     (W)     SCALED    
 MD0353* NAVD 88     -       232.147  (meters)     761.64   (feet)  ADJUSTED  
 MD0353  ___________________________________________________________________
 MD0353  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 MD0353  DYNAMIC HT  -         232.056 (meters)     761.34  (feet)  COMP
 MD0353  MODELED GRAV-     980,227.6   (mgal)                       NAVD 88
 MD0353
 MD0353  VERT ORDER  -  SECOND    CLASS 0
 MD0353
 MD0353.The horizontal coordinates were scaled from a topographic map and have
 MD0353.an estimated accuracy of +/- 6 seconds.
 MD0353
 MD0353.The orthometric height was determined by differential leveling
 MD0353.and adjusted by the National Geodetic Survey in June 1991..
 MD0353
 MD0353.The geoid height was determined by GEOID03.
 MD0353
 MD0353.The dynamic height is computed by dividing the NAVD 88
 MD0353.geopotential number by the normal gravity value computed on the
 MD0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0353.degrees latitude (g = 980.6199 gals.).
 MD0353
 MD0353.The modeled gravity was interpolated from observed gravity values.
 MD0353
 MD0353;                    North         East    Units  Estimated Accuracy
 MD0353;SPC OH N     -   203,730.      429,440.      MT  (+/- 180 meters Scaled)
 MD0353
 MD0353                          SUPERSEDED SURVEY CONTROL
 MD0353
 MD0353  NGVD 29 (??/??/92)  232.300  (m)          762.14   (f) ADJ UNCH    2 0
 MD0353
 MD0353.Superseded values are not recommended for survey control.
 MD0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0353.See file dsdata.txt to determine how the superseded data were derived.
 MD0353
 MD0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL051953(NAD 83)
 MD0353_MARKER: DB = BENCH MARK DISK
 MD0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0353_SP_SET: SWITCH BLOCK
 MD0353_STAMPING: E 41 1934
 MD0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0353
 MD0353  HISTORY     - Date     Condition        Report By
 MD0353  HISTORY     - 1934     MONUMENTED       CGS
 MD0353  HISTORY     - 1960     MARK NOT FOUND   USGS
 MD0353
 MD0353                          STATION DESCRIPTION
 MD0353
 MD0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0353'0.6 MI E FROM BRYAN.
 MD0353'0.6 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0353'STATION AT BRYAN, WILLIAMS COUNTY, AT THE CROSSING OF THE FORMER
 MD0353'CINCINNATI NORTHERN RAILROAD, ABOUT 159 YARDS NORTH ALONG THE
 MD0353'CINCINNATI NORTHERN RAILROAD FROM THE CROSSING OF THE EAST RAIL
 MD0353'OF THE CINCINNATI NORTHERN RAILROAD TRACK AND THE NORTH RAIL OF
 MD0353'THE NEW YORK CENTRAL RAILROAD TRACK, 20 YARDS NORTH OF A WHISTLE
 MD0353'POST, 14 YARDS SOUTHEAST OF A SEMAPHORE, 1-1/2 YARDS NORTHWEST OF
 MD0353'A CABLE BOX, IN THE NORTHEAST CORNER OF A CONCRETE SWITCH HINGE
 MD0353'BLOCK, AND 2 YARDS EAST OF THE EAST RAIL OF THE CINCINNATI
 MD0353'NORTHERN RAILROAD TRACK.  A STANDARD DISK, STAMPED E 41 1934.
 MD0353
 MD0353                          STATION RECOVERY (1960)
 MD0353
 MD0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MD0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0412 ***********************************************************************
 MD0412  DESIGNATION -  E 42
 MD0412  PID         -  MD0412
 MD0412  STATE/COUNTY-  OH/PAULDING
 MD0412  USGS QUAD   -  LATTY (1973)
 MD0412
 MD0412                         *CURRENT SURVEY CONTROL
 MD0412  ___________________________________________________________________
 MD0412* NAD 83(1986)-  41 01 05.     (N)    084 34 56.     (W)     SCALED    
 MD0412* NAVD 88     -       224.307  (meters)     735.91   (feet)  ADJUSTED  
 MD0412  ___________________________________________________________________
 MD0412  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MD0412  DYNAMIC HT  -         224.210 (meters)     735.60  (feet)  COMP
 MD0412  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 MD0412
 MD0412  VERT ORDER  -  SECOND    CLASS 0
 MD0412
 MD0412.The horizontal coordinates were scaled from a topographic map and have
 MD0412.an estimated accuracy of +/- 6 seconds.
 MD0412
 MD0412.The orthometric height was determined by differential leveling
 MD0412.and adjusted by the National Geodetic Survey in June 1991..
 MD0412
 MD0412.The geoid height was determined by GEOID03.
 MD0412
 MD0412.The dynamic height is computed by dividing the NAVD 88
 MD0412.geopotential number by the normal gravity value computed on the
 MD0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0412.degrees latitude (g = 980.6199 gals.).
 MD0412
 MD0412.The modeled gravity was interpolated from observed gravity values.
 MD0412
 MD0412;                    North         East    Units  Estimated Accuracy
 MD0412;SPC OH N     -   152,160.      424,890.      MT  (+/- 180 meters Scaled)
 MD0412
 MD0412                          SUPERSEDED SURVEY CONTROL
 MD0412
 MD0412  NGVD 29 (??/??/92)  224.466  (m)          736.44   (f) ADJ UNCH    2 0
 MD0412
 MD0412.Superseded values are not recommended for survey control.
 MD0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0412.See file dsdata.txt to determine how the superseded data were derived.
 MD0412
 MD0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL032435(NAD 83)
 MD0412_MARKER: DB = BENCH MARK DISK
 MD0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0412_STAMPING: E 42 1934
 MD0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0412+STABILITY: SURFACE MOTION
 MD0412
 MD0412  HISTORY     - Date     Condition        Report By
 MD0412  HISTORY     - 1934     MONUMENTED       CGS
 MD0412
 MD0412                          STATION DESCRIPTION
 MD0412
 MD0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0412'AT HAVILAND.
 MD0412'AT HAVILAND, PAULDING COUNTY, ON THE CINCINNATI NORTHERN RAILROAD
 MD0412'2 RAILS SOUTH OF THE STATION, 6 RAILS NORTH OF MILEPOST 93,
 MD0412'OPPOSITE THE HAVILAND CLAY WORKS, 10 RAILS SOUTH OF THE CROSSING
 MD0412'OF A MAIN ROAD, 23 FEET EAST OF THE EAST RAIL, 7 FEET NORTH OF
 MD0412'POLE 92/40, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 MD0412'E 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0527 ***********************************************************************
 LA0527  DESIGNATION -  E 43
 LA0527  PID         -  LA0527
 LA0527  STATE/COUNTY-  OH/MERCER
 LA0527  USGS QUAD   -  CELINA (1982)
 LA0527
 LA0527                         *CURRENT SURVEY CONTROL
 LA0527  ___________________________________________________________________
 LA0527* NAD 83(1986)-  40 32 17.     (N)    084 34 35.     (W)     SCALED    
 LA0527* NAVD 88     -       263.530  (meters)     864.60   (feet)  ADJUSTED  
 LA0527  ___________________________________________________________________
 LA0527  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0527  DYNAMIC HT  -         263.403 (meters)     864.18  (feet)  COMP
 LA0527  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 LA0527
 LA0527  VERT ORDER  -  SECOND    CLASS 0
 LA0527
 LA0527.The horizontal coordinates were scaled from a topographic map and have
 LA0527.an estimated accuracy of +/- 6 seconds.
 LA0527
 LA0527.The orthometric height was determined by differential leveling
 LA0527.and adjusted by the National Geodetic Survey in June 1991..
 LA0527
 LA0527.The geoid height was determined by GEOID03.
 LA0527
 LA0527.The dynamic height is computed by dividing the NAVD 88
 LA0527.geopotential number by the normal gravity value computed on the
 LA0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0527.degrees latitude (g = 980.6199 gals.).
 LA0527
 LA0527.The modeled gravity was interpolated from observed gravity values.
 LA0527
 LA0527;                    North         East    Units  Estimated Accuracy
 LA0527;SPC OH N     -    98,860.      424,110.      MT  (+/- 180 meters Scaled)
 LA0527
 LA0527                          SUPERSEDED SURVEY CONTROL
 LA0527
 LA0527  NGVD 29 (??/??/92)  263.686  (m)          865.11   (f) ADJ UNCH    2 0
 LA0527
 LA0527.Superseded values are not recommended for survey control.
 LA0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0527.See file dsdata.txt to determine how the superseded data were derived.
 LA0527
 LA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK052903(NAD 83)
 LA0527_MARKER: DB = BENCH MARK DISK
 LA0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0527_STAMPING: E 43 1934
 LA0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0527+STABILITY: SURFACE MOTION
 LA0527
 LA0527  HISTORY     - Date     Condition        Report By
 LA0527  HISTORY     - 1934     MONUMENTED       CGS
 LA0527  HISTORY     - 1947     GOOD             NGS
 LA0527
 LA0527                          STATION DESCRIPTION
 LA0527
 LA0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0527'AT CELINA.
 LA0527'AT CELINA, ABOUT 0.75 MILE SOUTH ALONG THE CINNCINNATI NORTHERN
 LA0527'RAILROAD FROM THE STATION, ABOUT 0.15 MILE SOUTH OF THE CROSSING
 LA0527'OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, AT A PAVED
 LA0527'ROAD (PFISTER ROAD), 11 FEET WEST OF THE WEST RAIL OF THE NEW
 LA0527'YORK, CHICAGO AND ST. LOUIS RAILROAD, 27.7 FEET WEST OF THE WEST
 LA0527'RAIL OF THE CINNCINNATI NORTHERN RAILROAD, 56 FEET SOUTH OF THE
 LA0527'CENTER LINE OF THE PFISTER ROAD, 6.5 FEET SOUTHEAST OF POLE NO.
 LA0527'127/15, 31 FEET SOUTHEAST OF THE EAST CORNER OF A FURNITURE
 LA0527'MANUFACTURING PLANT, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LA0527'ABOUT LEVEL WITH THE TRACKS AND SET IN THE TOP OF A CONCRETE
 LA0527'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0476 ***********************************************************************
 LA0476  DESIGNATION -  E 44
 LA0476  PID         -  LA0476
 LA0476  STATE/COUNTY-  OH/VAN WERT
 LA0476  USGS QUAD   -  WREN (1994)
 LA0476
 LA0476                         *CURRENT SURVEY CONTROL
 LA0476  ___________________________________________________________________
 LA0476* NAD 83(1986)-  40 48 08.     (N)    084 47 39.     (W)     SCALED    
 LA0476* NAVD 88     -       251.532  (meters)     825.23   (feet)  ADJUSTED  
 LA0476  ___________________________________________________________________
 LA0476  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0476  DYNAMIC HT  -         251.421 (meters)     824.87  (feet)  COMP
 LA0476  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 LA0476
 LA0476  VERT ORDER  -  SECOND    CLASS 0
 LA0476
 LA0476.The horizontal coordinates were scaled from a topographic map and have
 LA0476.an estimated accuracy of +/- 6 seconds.
 LA0476
 LA0476.The orthometric height was determined by differential leveling
 LA0476.and adjusted by the National Geodetic Survey in June 1991..
 LA0476
 LA0476.The geoid height was determined by GEOID03.
 LA0476
 LA0476.The dynamic height is computed by dividing the NAVD 88
 LA0476.geopotential number by the normal gravity value computed on the
 LA0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0476.degrees latitude (g = 980.6199 gals.).
 LA0476
 LA0476.The modeled gravity was interpolated from observed gravity values.
 LA0476
 LA0476;                    North         East    Units  Estimated Accuracy
 LA0476;SPC OH N     -   128,650.      406,440.      MT  (+/- 180 meters Scaled)
 LA0476
 LA0476                          SUPERSEDED SURVEY CONTROL
 LA0476
 LA0476  NGVD 29 (??/??/92)  251.691  (m)          825.76   (f) ADJ UNCH    2 0
 LA0476
 LA0476.Superseded values are not recommended for survey control.
 LA0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0476.See file dsdata.txt to determine how the superseded data were derived.
 LA0476
 LA0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL860191(NAD 83)
 LA0476_MARKER: DB = BENCH MARK DISK
 LA0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0476_SP_SET: MILEPOST
 LA0476_STAMPING: E 44 1934
 LA0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0476
 LA0476  HISTORY     - Date     Condition        Report By
 LA0476  HISTORY     - 1934     MONUMENTED       CGS
 LA0476  HISTORY     - 1947     GOOD             NGS
 LA0476
 LA0476                          STATION DESCRIPTION
 LA0476
 LA0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0476'1.1 MI W FROM WREN.
 LA0476'ABOUT 1.1 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0476'WREN, AT A GRAVEL ROAD CROSSING, 60 FEET EAST OF THE CENTER
 LA0476'LINE OF THE GRAVEL ROAD, 9 FEET NORTH OF THE NORTH RAIL, AND
 LA0476'SET VERTICALLY IN THE SOUTHEAST FACE OF MILE POST 89, 1.8 FEET
 LA0476'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0129 ***********************************************************************
 LA0129  DESIGNATION -  E 45
 LA0129  PID         -  LA0129
 LA0129  STATE/COUNTY-  OH/SHELBY
 LA0129  USGS QUAD   -  FORT LORAMIE (1973)
 LA0129
 LA0129                         *CURRENT SURVEY CONTROL
 LA0129  ___________________________________________________________________
 LA0129* NAD 83(1986)-  40 15 16.     (N)    084 20 21.     (W)     SCALED    
 LA0129* NAVD 88     -       289.903  (meters)     951.12   (feet)  ADJUSTED  
 LA0129  ___________________________________________________________________
 LA0129  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LA0129  DYNAMIC HT  -         289.759 (meters)     950.65  (feet)  COMP
 LA0129  MODELED GRAV-     980,122.7   (mgal)                       NAVD 88
 LA0129
 LA0129  VERT ORDER  -  SECOND    CLASS 0
 LA0129
 LA0129.The horizontal coordinates were scaled from a topographic map and have
 LA0129.an estimated accuracy of +/- 6 seconds.
 LA0129
 LA0129.The orthometric height was determined by differential leveling
 LA0129.and adjusted by the National Geodetic Survey in June 1991..
 LA0129
 LA0129.The geoid height was determined by GEOID03.
 LA0129
 LA0129.The dynamic height is computed by dividing the NAVD 88
 LA0129.geopotential number by the normal gravity value computed on the
 LA0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0129.degrees latitude (g = 980.6199 gals.).
 LA0129
 LA0129.The modeled gravity was interpolated from observed gravity values.
 LA0129
 LA0129;                    North         East    Units  Estimated Accuracy
 LA0129;SPC OH N     -    66,920.      443,540.      MT  (+/- 180 meters Scaled)
 LA0129
 LA0129                          SUPERSEDED SURVEY CONTROL
 LA0129
 LA0129  NGVD 29 (??/??/92)  290.096  (m)          951.76   (f) ADJ UNCH    2 0
 LA0129
 LA0129.Superseded values are not recommended for survey control.
 LA0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0129.See file dsdata.txt to determine how the superseded data were derived.
 LA0129
 LA0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK262593(NAD 83)
 LA0129_MARKER: DB = BENCH MARK DISK
 LA0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0129_STAMPING: E 45 1934
 LA0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0129+STABILITY: SURFACE MOTION
 LA0129
 LA0129  HISTORY     - Date     Condition        Report By
 LA0129  HISTORY     - 1934     MONUMENTED       CGS
 LA0129
 LA0129                          STATION DESCRIPTION
 LA0129
 LA0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0129'AT HOUSTON.
 LA0129'AT HOUSTON, SHELBY COUNTY 39 YARDS WEST OF THE WEST END OF THE
 LA0129'CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY STATION,
 LA0129'23 YARDS EAST OF SIGNAL TOWER 1731, 21 FEET NORTH OF THE NORTH
 LA0129'RAIL, 13.5 FEET WEST OF THE SECOND SMALL TOOL SHED WEST OF THE
 LA0129'STATION, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 LA0129'DISK, STAMPED E 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0283 ***********************************************************************
 LA0283  DESIGNATION -  E 46
 LA0283  PID         -  LA0283
 LA0283  STATE/COUNTY-  OH/DARKE
 LA0283  USGS QUAD   -  GREENVILLE WEST (1980)
 LA0283
 LA0283                         *CURRENT SURVEY CONTROL
 LA0283  ___________________________________________________________________
 LA0283* NAD 83(1986)-  40 06 25.     (N)    084 38 21.     (W)     SCALED    
 LA0283* NAVD 88     -       316.420  (meters)    1038.12   (feet)  ADJUSTED  
 LA0283  ___________________________________________________________________
 LA0283  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LA0283  DYNAMIC HT  -         316.249 (meters)    1037.56  (feet)  COMP
 LA0283  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 LA0283
 LA0283  VERT ORDER  -  SECOND    CLASS 0
 LA0283
 LA0283.The horizontal coordinates were scaled from a topographic map and have
 LA0283.an estimated accuracy of +/- 6 seconds.
 LA0283
 LA0283.The orthometric height was determined by differential leveling
 LA0283.and adjusted by the National Geodetic Survey in June 1991..
 LA0283
 LA0283.The geoid height was determined by GEOID03.
 LA0283
 LA0283.The dynamic height is computed by dividing the NAVD 88
 LA0283.geopotential number by the normal gravity value computed on the
 LA0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0283.degrees latitude (g = 980.6199 gals.).
 LA0283
 LA0283.The modeled gravity was interpolated from observed gravity values.
 LA0283
 LA0283;                    North         East    Units  Estimated Accuracy
 LA0283;SPC OH S     -   236,070.      417,630.      MT  (+/- 180 meters Scaled)
 LA0283
 LA0283                          SUPERSEDED SURVEY CONTROL
 LA0283
 LA0283  NGVD 29 (??/??/92)  316.574  (m)         1038.63   (f) ADJ UNCH    2 0
 LA0283
 LA0283.Superseded values are not recommended for survey control.
 LA0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0283.See file dsdata.txt to determine how the superseded data were derived.
 LA0283
 LA0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK012422(NAD 83)
 LA0283_MARKER: DB = BENCH MARK DISK
 LA0283_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LA0283+WITH SETTING: PAVEMENT
 LA0283_SP_SET: SIGNAL BASE
 LA0283_STAMPING: E 46 1934
 LA0283_MARK LOGO: CGS   
 LA0283_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0283+STABILITY: SURFACE MOTION
 LA0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0283+SATELLITE: SATELLITE OBSERVATIONS - May 29, 1996
 LA0283
 LA0283  HISTORY     - Date     Condition        Report By
 LA0283  HISTORY     - 1934     MONUMENTED       CGS
 LA0283  HISTORY     - 19960529 GOOD             OHDT
 LA0283
 LA0283                          STATION DESCRIPTION
 LA0283
 LA0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0283'AT GREENVILLE.
 LA0283'AT GREENVILLE, DARKE COUNTY, ON THE CINCINNATI NORTHERN RAILROAD,
 LA0283'SOUTH OF THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD,
 LA0283'14.9 FEET WEST OF THE WEST EDGE OF STATE HIGHWAY 71, 5.9 FEET
 LA0283'EAST OF THE EAST RAIL, IN THE TOP OF THE NORTHWEST CORNER OF
 LA0283'A CONCRETE SIGNAL BASE, AND 1/2 FOOT HIGHER THAN THE TRACK.
 LA0283'A STANDARD DISK, STAMPED E 46 1934.
 LA0283
 LA0283                          STATION RECOVERY (1996)
 LA0283
 LA0283'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1996 (JAA)
 LA0283'AT GREENVILLE, DARKE COUNTY, ON THE CINCINNATI NORTHERN RAILROAD,
 LA0283'SOUTH OF THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD, 14.9 FT (4.5
 LA0283'M) WEST OF THE WEST EDGE OF STATE HIGHWAY 71, 5.9 FT (1.8 M) EAST OF
 LA0283'THE EAST RAIL, IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE SIGNAL
 LA0283'BASE, AND 0.5 FOOT (15.2 CM) HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0014 ***********************************************************************
 JZ0014  DESIGNATION -  E 47
 JZ0014  PID         -  JZ0014
 JZ0014  STATE/COUNTY-  OH/MONTGOMERY
 JZ0014  USGS QUAD   -  BROOKVILLE (1987)
 JZ0014
 JZ0014                         *CURRENT SURVEY CONTROL
 JZ0014  ___________________________________________________________________
 JZ0014* NAD 83(1986)-  39 49 38.     (N)    084 23 12.     (W)     SCALED    
 JZ0014* NAVD 88     -       312.669  (meters)    1025.81   (feet)  ADJUSTED  
 JZ0014  ___________________________________________________________________
 JZ0014  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JZ0014  DYNAMIC HT  -         312.497 (meters)    1025.25  (feet)  COMP
 JZ0014  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 JZ0014
 JZ0014  VERT ORDER  -  SECOND    CLASS 0
 JZ0014
 JZ0014.The horizontal coordinates were scaled from a topographic map and have
 JZ0014.an estimated accuracy of +/- 6 seconds.
 JZ0014
 JZ0014.The orthometric height was determined by differential leveling
 JZ0014.and adjusted by the National Geodetic Survey in June 1991..
 JZ0014
 JZ0014.The geoid height was determined by GEOID03.
 JZ0014
 JZ0014.The dynamic height is computed by dividing the NAVD 88
 JZ0014.geopotential number by the normal gravity value computed on the
 JZ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0014.degrees latitude (g = 980.6199 gals.).
 JZ0014
 JZ0014.The modeled gravity was interpolated from observed gravity values.
 JZ0014
 JZ0014;                    North         East    Units  Estimated Accuracy
 JZ0014;SPC OH S     -   204,540.      438,500.      MT  (+/- 180 meters Scaled)
 JZ0014
 JZ0014                          SUPERSEDED SURVEY CONTROL
 JZ0014
 JZ0014  NGVD 29 (??/??/92)  312.845  (m)         1026.39   (f) ADJ UNCH    2 0
 JZ0014
 JZ0014.Superseded values are not recommended for survey control.
 JZ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0014.See file dsdata.txt to determine how the superseded data were derived.
 JZ0014
 JZ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK236118(NAD 83)
 JZ0014_MARKER: DB = BENCH MARK DISK
 JZ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0014_STAMPING: E 47 1934
 JZ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0014+STABILITY: SURFACE MOTION
 JZ0014
 JZ0014  HISTORY     - Date     Condition        Report By
 JZ0014  HISTORY     - 1934     MONUMENTED       CGS
 JZ0014  HISTORY     - 20041118 MARK NOT FOUND   INDIV
 JZ0014
 JZ0014                          STATION DESCRIPTION
 JZ0014
 JZ0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ0014'1.3 MI SE FROM BROOKVILLE.
 JZ0014'1.3 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ0014'STATION AT BROOKVILLE, MONTGOMERY COUNTY, IN THE SOUTHWEST
 JZ0014'ANGLE OF A DIRT-ROAD CROSSING, 45.9 FEET SOUTH OF THE SOUTH
 JZ0014'RAIL, 36.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 12.4 FEET
 JZ0014'WEST OF A FENCE CORNER, 2.5 FEET NORTH OF THE WIRE FENCE, AND
 JZ0014'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 47
 JZ0014'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JZ0014
 JZ0014                          STATION RECOVERY (2004)
 JZ0014
 JZ0014'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1021 ***********************************************************************
 JY1021  DESIGNATION -  E 49
 JY1021  PID         -  JY1021
 JY1021  STATE/COUNTY-  OH/CLINTON
 JY1021  USGS QUAD   -  BLANCHESTER (1974)
 JY1021
 JY1021                         *CURRENT SURVEY CONTROL
 JY1021  ___________________________________________________________________
 JY1021* NAD 83(1986)-  39 17 36.     (N)    083 59 18.     (W)     SCALED    
 JY1021* NAVD 88     -       295.733  (meters)     970.25   (feet)  ADJUSTED  
 JY1021  ___________________________________________________________________
 JY1021  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JY1021  DYNAMIC HT  -         295.552 (meters)     969.66  (feet)  COMP
 JY1021  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 JY1021
 JY1021  VERT ORDER  -  FIRST     CLASS II
 JY1021
 JY1021.The horizontal coordinates were scaled from a topographic map and have
 JY1021.an estimated accuracy of +/- 6 seconds.
 JY1021
 JY1021.The orthometric height was determined by differential leveling
 JY1021.and adjusted by the National Geodetic Survey in June 1991..
 JY1021
 JY1021.The geoid height was determined by GEOID03.
 JY1021
 JY1021.The dynamic height is computed by dividing the NAVD 88
 JY1021.geopotential number by the normal gravity value computed on the
 JY1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1021.degrees latitude (g = 980.6199 gals.).
 JY1021
 JY1021.The modeled gravity was interpolated from observed gravity values.
 JY1021
 JY1021;                    North         East    Units  Estimated Accuracy
 JY1021;SPC OH S     -   144,640.      471,620.      MT  (+/- 180 meters Scaled)
 JY1021
 JY1021                          SUPERSEDED SURVEY CONTROL
 JY1021
 JY1021  NGVD 29 (06/03/91)  295.895  (m)          970.78   (f) ADJUSTED    1 2
 JY1021
 JY1021.Superseded values are not recommended for survey control.
 JY1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1021.See file dsdata.txt to determine how the superseded data were derived.
 JY1021
 JY1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD422535(NAD 83)
 JY1021_MARKER: DB = BENCH MARK DISK
 JY1021_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JY1021_STAMPING: E 49 1935
 JY1021_MARK LOGO: CGS   
 JY1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1021+STABILITY: SURFACE MOTION
 JY1021
 JY1021  HISTORY     - Date     Condition        Report By
 JY1021  HISTORY     - 1935     MONUMENTED       CGS
 JY1021  HISTORY     - 1935     GOOD             NGS
 JY1021  HISTORY     - 1984     GOOD             NGS
 JY1021
 JY1021                          STATION DESCRIPTION
 JY1021
 JY1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY1021'AT BLANCHESTER.
 JY1021'AT BLANCHESTER, CLINTON COUNTY, AT THE CORNER OF EAST MAIN
 JY1021'STREET AND NORTH BROADWAY, IN THE SOUTH WALL OF THE FIRST
 JY1021'NATION BANK, 4 FEET FROM THE SOUTHWEST CORNER, ABOUT 12 YARDS
 JY1021'NORTH OF THE CENTERLINE OF EAST MAIN STREET, 12 YARDS EAST OF THE
 JY1021'CENTERLINE OF NORTH BROADWAY, AND ABOUT 6 INCHES ABOVE THE
 JY1021'SIDEWALK.  A STANDARD DISK, STAMPED E 49 1935 AND SET VERTICALLY.
 JY1021
 JY1021                          STATION RECOVERY (1984)
 JY1021
 JY1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY1021'RECOVERED IN GOOD CONDITION, THE 1935 DESCRIPTION IS ADEQUATE EXCEPT
 JY1021'THE FIRST NATIONAL BANK BUILDING IS NOW OCCUPIED BY THE CITY OF
 JY1021'BLANCHESTER.  NOTE--THE DISK IS STAMPED E 49 1934 INSTEAD OF 1935 AS
 JY1021'PREVIOUSLY REPORTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0244 ***********************************************************************
 JZ0244  DESIGNATION -  E 49 X
 JZ0244  PID         -  JZ0244
 JZ0244  STATE/COUNTY-  OH/CLERMONT
 JZ0244  USGS QUAD   -  BATAVIA (1992)
 JZ0244
 JZ0244                         *CURRENT SURVEY CONTROL
 JZ0244  ___________________________________________________________________
 JZ0244* NAD 83(1986)-  39 07 21.     (N)    084 08 11.     (W)     SCALED    
 JZ0244* NAVD 88     -       263.392  (meters)     864.15   (feet)  ADJUSTED  
 JZ0244  ___________________________________________________________________
 JZ0244  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ0244  DYNAMIC HT  -         263.223 (meters)     863.59  (feet)  COMP
 JZ0244  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 JZ0244
 JZ0244  VERT ORDER  -  SECOND    CLASS 0
 JZ0244
 JZ0244.The horizontal coordinates were scaled from a topographic map and have
 JZ0244.an estimated accuracy of +/- 6 seconds.
 JZ0244
 JZ0244.The orthometric height was determined by differential leveling
 JZ0244.and adjusted by the National Geodetic Survey in June 1991..
 JZ0244
 JZ0244.The geoid height was determined by GEOID03.
 JZ0244
 JZ0244.The dynamic height is computed by dividing the NAVD 88
 JZ0244.geopotential number by the normal gravity value computed on the
 JZ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0244.degrees latitude (g = 980.6199 gals.).
 JZ0244
 JZ0244.The modeled gravity was interpolated from observed gravity values.
 JZ0244
 JZ0244;                    North         East    Units  Estimated Accuracy
 JZ0244;SPC OH S     -   125,890.      458,510.      MT  (+/- 180 meters Scaled)
 JZ0244
 JZ0244                          SUPERSEDED SURVEY CONTROL
 JZ0244
 JZ0244  NGVD 29 (??/??/92)  263.568  (m)          864.72   (f) ADJ UNCH    2 0
 JZ0244
 JZ0244.Superseded values are not recommended for survey control.
 JZ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0244.See file dsdata.txt to determine how the superseded data were derived.
 JZ0244
 JZ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ475342(NAD 83)
 JZ0244_MARKER: DD = SURVEY DISK
 JZ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0244_SP_SET: STONE SILL
 JZ0244_STAMPING: E 49 X 1935
 JZ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0244+STABILITY: SURFACE MOTION
 JZ0244
 JZ0244  HISTORY     - Date     Condition        Report By
 JZ0244  HISTORY     - 1935     MONUMENTED       OHGS
 JZ0244  HISTORY     - 1935     GOOD             NGS
 JZ0244
 JZ0244                          STATION DESCRIPTION
 JZ0244
 JZ0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JZ0244'AT OWENSVILLE.
 JZ0244'AT OWENSVILLE, CLERMONT COUNTY, 62 YARDS WEST OF THE CENTER OF
 JZ0244'THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 132, 18 YARDS
 JZ0244'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 50, AT THE NORTH SIDE
 JZ0244'OF THE BOSTON METHODIST EPISCOPAL CHURCH, IN THE TOP OF THE
 JZ0244'STONE SILL, 3 FEET EAST OF THE CENTER OF THE FRONT DOOR, AND
 JZ0244'3 INCHES FROM THE FRONT EDGE OF THE SILL.  A STATE SURVEY
 JZ0244'STANDARD DISK, STAMPED E 49 X 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0288 ***********************************************************************
 JZ0288  DESIGNATION -  E 50
 JZ0288  PID         -  JZ0288
 JZ0288  STATE/COUNTY-  OH/CLERMONT
 JZ0288  USGS QUAD   -  MADEIRA (1988)
 JZ0288
 JZ0288                         *CURRENT SURVEY CONTROL
 JZ0288  ___________________________________________________________________
 JZ0288* NAD 83(1986)-  39 10 31.     (N)    084 16 52.     (W)     SCALED    
 JZ0288* NAVD 88     -       174.595  (meters)     572.82   (feet)  ADJUSTED  
 JZ0288  ___________________________________________________________________
 JZ0288  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JZ0288  DYNAMIC HT  -         174.485 (meters)     572.46  (feet)  COMP
 JZ0288  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 JZ0288
 JZ0288  VERT ORDER  -  SECOND    CLASS 0
 JZ0288
 JZ0288.The horizontal coordinates were scaled from a topographic map and have
 JZ0288.an estimated accuracy of +/- 6 seconds.
 JZ0288
 JZ0288.The orthometric height was determined by differential leveling
 JZ0288.and adjusted by the National Geodetic Survey in June 1991..
 JZ0288
 JZ0288.The geoid height was determined by GEOID03.
 JZ0288
 JZ0288.The dynamic height is computed by dividing the NAVD 88
 JZ0288.geopotential number by the normal gravity value computed on the
 JZ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0288.degrees latitude (g = 980.6199 gals.).
 JZ0288
 JZ0288.The modeled gravity was interpolated from observed gravity values.
 JZ0288
 JZ0288;                    North         East    Units  Estimated Accuracy
 JZ0288;SPC OH S     -   131,990.      446,110.      MT  (+/- 180 meters Scaled)
 JZ0288
 JZ0288                          SUPERSEDED SURVEY CONTROL
 JZ0288
 JZ0288  NGVD 29 (??/??/92)  174.774  (m)          573.40   (f) ADJ UNCH    2 0
 JZ0288
 JZ0288.Superseded values are not recommended for survey control.
 JZ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0288.See file dsdata.txt to determine how the superseded data were derived.
 JZ0288
 JZ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ348397(NAD 83)
 JZ0288_MARKER: DD = SURVEY DISK
 JZ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0288_STAMPING: C 50 1935
 JZ0288_MARK LOGO: OHGS  
 JZ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0288+STABILITY: SURFACE MOTION
 JZ0288
 JZ0288  HISTORY     - Date     Condition        Report By
 JZ0288  HISTORY     - 1935     MONUMENTED       OHGS
 JZ0288  HISTORY     - 1935     GOOD             NGS
 JZ0288  HISTORY     - 1984     MARK NOT FOUND   NGS
 JZ0288
 JZ0288                          STATION DESCRIPTION
 JZ0288
 JZ0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JZ0288'1 MI SE FROM MILFORD.
 JZ0288'1.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JZ0288'AT MILFORD, CLERMONT COUNTY, 31 YARDS NORTHEAST OF THE NORTH
 JZ0288'CORNER OF THE 2-STORY U.C. JACKSON FRAME HOUSE, 12 YARDS NORTHWEST
 JZ0288'OF POLE T-55388, 7 YARDS NORTHEAST OF THE CENTERLINE OF THE
 JZ0288'HIGHWAY, IN LINE WITH A ROW OF TREES, AND ABOUT ONE FOOT BELOW
 JZ0288'THE LEVEL OF THE ROADWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 JZ0288'C 50 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JZ0288
 JZ0288                          STATION RECOVERY (1984)
 JZ0288
 JZ0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0288'NOT RECOVERED, A NEW SHOPPING CENTER HAS BEEN CONSTRUCTED AT THE
 JZ0288'DESCRIBED LOCATION AND MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0171 ***********************************************************************
 MC0171  DESIGNATION -  E 60
 MC0171  PID         -  MC0171
 MC0171  STATE/COUNTY-  OH/ERIE
 MC0171  USGS QUAD   -  KIMBALL (1969)
 MC0171
 MC0171                         *CURRENT SURVEY CONTROL
 MC0171  ___________________________________________________________________
 MC0171* NAD 83(1986)-  41 18 41.     (N)    082 41 58.     (W)     SCALED    
 MC0171* NAVD 88     -       215.930  (meters)     708.43   (feet)  POSTED    
 MC0171  ___________________________________________________________________
 MC0171  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 MC0171  DYNAMIC HT  -         215.840 (meters)     708.14  (feet)  COMP
 MC0171  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 MC0171
 MC0171  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 MC0171
 MC0171.The horizontal coordinates were scaled from a topographic map and have
 MC0171.an estimated accuracy of +/- 6 seconds.
 MC0171
 MC0171.The orthometric height was determined by differential leveling
 MC0171.and adjusted by the National Geodetic Survey in 1992..
 MC0171.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 MC0171.rate of 4.1 thru 8.0 mm/km.
 MC0171
 MC0171.The geoid height was determined by GEOID03.
 MC0171
 MC0171.The dynamic height is computed by dividing the NAVD 88
 MC0171.geopotential number by the normal gravity value computed on the
 MC0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0171.degrees latitude (g = 980.6199 gals.).
 MC0171
 MC0171.The modeled gravity was interpolated from observed gravity values.
 MC0171
 MC0171;                    North         East    Units  Estimated Accuracy
 MC0171;SPC OH N     -   182,660.      583,300.      MT  (+/- 180 meters Scaled)
 MC0171
 MC0171                          SUPERSEDED SURVEY CONTROL
 MC0171
 MC0171  NGVD 29 (??/??/92)  216.161  (m)          709.19   (f) ADJ UNCH    2 0
 MC0171
 MC0171.Superseded values are not recommended for survey control.
 MC0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0171.See file dsdata.txt to determine how the superseded data were derived.
 MC0171
 MC0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF577747(NAD 83)
 MC0171_MARKER: DB = BENCH MARK DISK
 MC0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0171_STAMPING: E 60 1934
 MC0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0171+STABILITY: SURFACE MOTION
 MC0171
 MC0171  HISTORY     - Date     Condition        Report By
 MC0171  HISTORY     - 1934     MONUMENTED       CGS
 MC0171  HISTORY     - 1970     GOOD             OHHD
 MC0171  HISTORY     - 1987     GOOD             OHDT
 MC0171
 MC0171                          STATION DESCRIPTION
 MC0171
 MC0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0171'AT KIMBALL.
 MC0171'AT KIMBALL, ERIE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 MC0171'33.8 FEET NORTH OF THE NORTH RAIL OF THE NEW YORK, CHICAGO AND
 MC0171'ST. LOUIS RAILROAD, 2 FEET EAST OF THE EAST RAIL OF THE B. AND
 MC0171'O. RR, 15.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO-STORY
 MC0171'FRAME HOUSE, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 MC0171'DISK, STAMPED E 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MC0171
 MC0171                          STATION RECOVERY (1970)
 MC0171
 MC0171'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970
 MC0171'RECOVERED IN GOOD CONDITION.
 MC0171
 MC0171                          STATION RECOVERY (1987)
 MC0171
 MC0171'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (GC)
 MC0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1148 ***********************************************************************
 MB1148  DESIGNATION -  E 61
 MB1148  PID         -  MB1148
 MB1148  STATE/COUNTY-  OH/PORTAGE
 MB1148  USGS QUAD   -  WINDHAM (1994)
 MB1148
 MB1148                         *CURRENT SURVEY CONTROL
 MB1148  ___________________________________________________________________
 MB1148* NAD 83(1986)-  41 13 52.     (N)    081 02 55.     (W)     SCALED    
 MB1148* NAVD 88     -       293.834  (meters)     964.02   (feet)  ADJUSTED  
 MB1148  ___________________________________________________________________
 MB1148  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB1148  DYNAMIC HT  -         293.707 (meters)     963.60  (feet)  COMP
 MB1148  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 MB1148
 MB1148  VERT ORDER  -  SECOND    CLASS 0
 MB1148
 MB1148.The horizontal coordinates were scaled from a topographic map and have
 MB1148.an estimated accuracy of +/- 6 seconds.
 MB1148
 MB1148.The orthometric height was determined by differential leveling
 MB1148.and adjusted by the National Geodetic Survey in June 1991..
 MB1148
 MB1148.The geoid height was determined by GEOID03.
 MB1148
 MB1148.The dynamic height is computed by dividing the NAVD 88
 MB1148.geopotential number by the normal gravity value computed on the
 MB1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1148.degrees latitude (g = 980.6199 gals.).
 MB1148
 MB1148.The modeled gravity was interpolated from observed gravity values.
 MB1148
 MB1148;                    North         East    Units  Estimated Accuracy
 MB1148;SPC OH N     -   174,740.      721,670.      MT  (+/- 180 meters Scaled)
 MB1148
 MB1148                          SUPERSEDED SURVEY CONTROL
 MB1148
 MB1148  NGVD 29 (??/??/92)  293.993  (m)          964.54   (f) ADJ UNCH    2 0
 MB1148
 MB1148.Superseded values are not recommended for survey control.
 MB1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1148.See file dsdata.txt to determine how the superseded data were derived.
 MB1148
 MB1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF959644(NAD 83)
 MB1148_MARKER: DB = BENCH MARK DISK
 MB1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1148_STAMPING: E 61 1934 964.542
 MB1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1148+STABILITY: SURFACE MOTION
 MB1148
 MB1148  HISTORY     - Date     Condition        Report By
 MB1148  HISTORY     - 1934     MONUMENTED       CGS
 MB1148  HISTORY     - 1950     GOOD             NGS
 MB1148
 MB1148                          STATION DESCRIPTION
 MB1148
 MB1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB1148'AT WINDHAM.
 MB1148'AT THE ERIE RAILROAD STATION AT WINDHAM.  IT IS 12.6 FEET WEST OF
 MB1148'THE SOUTHWEST CORNER OF THE STATION, 15.3 FEET NORTH OF THE NORTH
 MB1148'RAIL OF THE WEST BOUND TRACK, 11.8 FEET NORTHEAST OF THE
 MB1148'INTERSECTION OF THE CENTERLINE OF THE SIDEWALK AND THE STATION
 MB1148'PLATFORM AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 MB1148'DISK SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 2
 MB1148'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1421 ***********************************************************************
 KY1421  DESIGNATION -  E 64
 KY1421  PID         -  KY1421
 KY1421  STATE/COUNTY-  OH/BELMONT
 KY1421  USGS QUAD   -  BETHESDA (1978)
 KY1421
 KY1421                         *CURRENT SURVEY CONTROL
 KY1421  ___________________________________________________________________
 KY1421* NAD 83(1986)-  40 03 44.     (N)    081 04 37.     (W)     SCALED    
 KY1421* NAVD 88     -       394.866  (meters)    1295.49   (feet)  POSTED    
 KY1421  ___________________________________________________________________
 KY1421  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY1421  DYNAMIC HT  -         394.640 (meters)    1294.75  (feet)  COMP
 KY1421  MODELED GRAV-     980,053.7   (mgal)                       NAVD 88
 KY1421
 KY1421  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY1421
 KY1421.The horizontal coordinates were scaled from a topographic map and have
 KY1421.an estimated accuracy of +/- 6 seconds.
 KY1421
 KY1421.The orthometric height was determined by differential leveling
 KY1421.and adjusted by the National Geodetic Survey in 1992..
 KY1421.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY1421.rate of 0.0 thru 1.0 mm/km.
 KY1421
 KY1421.The geoid height was determined by GEOID03.
 KY1421
 KY1421.The dynamic height is computed by dividing the NAVD 88
 KY1421.geopotential number by the normal gravity value computed on the
 KY1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1421.degrees latitude (g = 980.6199 gals.).
 KY1421
 KY1421.The modeled gravity was interpolated from observed gravity values.
 KY1421
 KY1421;                    North         East    Units  Estimated Accuracy
 KY1421;SPC OH S     -   229,900.      721,410.      MT  (+/- 180 meters Scaled)
 KY1421
 KY1421                          SUPERSEDED SURVEY CONTROL
 KY1421
 KY1421  NGVD 29 (??/??/92)  395.052  (m)         1296.10   (f) ADJ UNCH    2 0
 KY1421
 KY1421.Superseded values are not recommended for survey control.
 KY1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1421.See file dsdata.txt to determine how the superseded data were derived.
 KY1421
 KY1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME934346(NAD 83)
 KY1421_MARKER: DD = SURVEY DISK
 KY1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1421_STAMPING: E 64 1934
 KY1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1421+STABILITY: SURFACE MOTION
 KY1421
 KY1421  HISTORY     - Date     Condition        Report By
 KY1421  HISTORY     - 1934     MONUMENTED       CGS
 KY1421  HISTORY     - 1959     MARK NOT FOUND   NGS
 KY1421
 KY1421                          STATION DESCRIPTION
 KY1421
 KY1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1421'AT MORRISTOWN.
 KY1421'AT MORRISTOWN, BELMONT COUNTY, ON U.S. HIGHWAY NO. 40, 21 YARDS
 KY1421'NORTHWEST OF THE FIRST CONCRETE STEP LEADING TO THE WM. H. BARLOW
 KY1421'ONE-STORY FRAMEHOUSE, 21 YARDS NORTHWEST OF POLE 147, 12 YARDS
 KY1421'NORTHWEST OF THE CENTERLINE OF THE HIGH-WAY, 2 FEET EAST OF A
 KY1421'WIRE FENCE, AND ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A
 KY1421'STANDARD DISK, STAMPED E 64 1934 AND SET IN THE TOP OF A CONCRETE
 KY1421'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1354 ***********************************************************************
 KY1354  DESIGNATION -  E 64 X
 KY1354  PID         -  KY1354
 KY1354  STATE/COUNTY-  OH/HARRISON
 KY1354  USGS QUAD   -  TIPPECANOE (1994)
 KY1354
 KY1354                         *CURRENT SURVEY CONTROL
 KY1354  ___________________________________________________________________
 KY1354* NAD 83(1986)-  40 15 06.     (N)    081 16 29.     (W)     SCALED    
 KY1354* NAVD 88     -       267.666  (meters)     878.17   (feet)  ADJUSTED  
 KY1354  ___________________________________________________________________
 KY1354  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KY1354  DYNAMIC HT  -         267.525 (meters)     877.70  (feet)  COMP
 KY1354  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 KY1354
 KY1354  VERT ORDER  -  SECOND    CLASS 0
 KY1354
 KY1354.The horizontal coordinates were scaled from a topographic map and have
 KY1354.an estimated accuracy of +/- 6 seconds.
 KY1354
 KY1354.The orthometric height was determined by differential leveling
 KY1354.and adjusted by the National Geodetic Survey in June 1991..
 KY1354
 KY1354.The geoid height was determined by GEOID03.
 KY1354
 KY1354.The dynamic height is computed by dividing the NAVD 88
 KY1354.geopotential number by the normal gravity value computed on the
 KY1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1354.degrees latitude (g = 980.6199 gals.).
 KY1354
 KY1354.The modeled gravity was interpolated from observed gravity values.
 KY1354
 KY1354;                    North         East    Units  Estimated Accuracy
 KY1354;SPC OH N     -    65,700.      704,250.      MT  (+/- 180 meters Scaled)
 KY1354
 KY1354                          SUPERSEDED SURVEY CONTROL
 KY1354
 KY1354  NGVD 29 (??/??/92)  267.858  (m)          878.80   (f) ADJ UNCH    2 0
 KY1354
 KY1354.Superseded values are not recommended for survey control.
 KY1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1354.See file dsdata.txt to determine how the superseded data were derived.
 KY1354
 KY1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME766557(NAD 83)
 KY1354_MARKER: DB = BENCH MARK DISK
 KY1354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1354_SP_SET: ABUTMENT
 KY1354_STAMPING: E 64 X 1934
 KY1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1354
 KY1354  HISTORY     - Date     Condition        Report By
 KY1354  HISTORY     - 1934     MONUMENTED       CGS
 KY1354  HISTORY     - 1944     GOOD             NGS
 KY1354
 KY1354                          STATION DESCRIPTION
 KY1354
 KY1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KY1354'2.4 MI S FROM TIPPECANOE.
 KY1354'2.4 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1354'STATION AT TIPPECANOE, HARRISON COUNTY, 1 POLE NORTHWEST OF
 KY1354'POLE 47+25, AT BRIDGE 11 OVER STILLWATER CREEK, IN THE TOP
 KY1354'OF THE SOUTHWEST WING WALL OF THE SOUTHEAST ABUTMENT, 6.9
 KY1354'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT LOWER
 KY1354'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 64 X 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1458 ***********************************************************************
 JX1458  DESIGNATION -  E 65
 JX1458  PID         -  JX1458
 JX1458  STATE/COUNTY-  OH/NOBLE
 JX1458  USGS QUAD   -  CALDWELL NORTH (1994)
 JX1458
 JX1458                         *CURRENT SURVEY CONTROL
 JX1458  ___________________________________________________________________
 JX1458* NAD 83(1986)-  39 47 11.     (N)    081 33 12.     (W)     SCALED    
 JX1458* NAVD 88     -       226.072  (meters)     741.70   (feet)  ADJUSTED  
 JX1458  ___________________________________________________________________
 JX1458  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JX1458  DYNAMIC HT  -         225.942 (meters)     741.28  (feet)  COMP
 JX1458  MODELED GRAV-     980,047.1   (mgal)                       NAVD 88
 JX1458
 JX1458  VERT ORDER  -  SECOND    CLASS 0
 JX1458
 JX1458.The horizontal coordinates were scaled from a topographic map and have
 JX1458.an estimated accuracy of +/- 6 seconds.
 JX1458
 JX1458.The orthometric height was determined by differential leveling
 JX1458.and adjusted by the National Geodetic Survey in June 1991..
 JX1458
 JX1458.The geoid height was determined by GEOID03.
 JX1458
 JX1458.The dynamic height is computed by dividing the NAVD 88
 JX1458.geopotential number by the normal gravity value computed on the
 JX1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1458.degrees latitude (g = 980.6199 gals.).
 JX1458
 JX1458.The modeled gravity was interpolated from observed gravity values.
 JX1458
 JX1458;                    North         East    Units  Estimated Accuracy
 JX1458;SPC OH S     -   198,740.      681,090.      MT  (+/- 180 meters Scaled)
 JX1458
 JX1458                          SUPERSEDED SURVEY CONTROL
 JX1458
 JX1458  NGVD 29 (??/??/92)  226.250  (m)          742.29   (f) ADJ UNCH    2 0
 JX1458
 JX1458.Superseded values are not recommended for survey control.
 JX1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1458.See file dsdata.txt to determine how the superseded data were derived.
 JX1458
 JX1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME526041(NAD 83)
 JX1458_MARKER: DB = BENCH MARK DISK
 JX1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1458_STAMPING: E 65 1934
 JX1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1458+STABILITY: SURFACE MOTION
 JX1458
 JX1458  HISTORY     - Date     Condition        Report By
 JX1458  HISTORY     - 1934     MONUMENTED       CGS
 JX1458  HISTORY     - 1942     GOOD             NGS
 JX1458  HISTORY     - 1960     MARK NOT FOUND   USGS
 JX1458
 JX1458                          STATION DESCRIPTION
 JX1458
 JX1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JX1458'AT BELLE VALLEY.
 JX1458'AT BELLE VALLEY, NOBLE COUNTY, ON THE PENNSYLVANIA RAILROAD,
 JX1458'16.5 YARDS NORTHEAST OF THE CROSSING OF STATE HIGHWAY 215, 17
 JX1458'YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, 7 YARDS EAST OF
 JX1458'THE EAST RAIL, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 JX1458'ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 65 1934
 JX1458'AND SET IN THE TOP OF A CONCRETE POST.
 JX1458
 JX1458                          STATION RECOVERY (1960)
 JX1458
 JX1458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JX1458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1459 ***********************************************************************
 JX1459  DESIGNATION -  E 65 RESET
 JX1459  PID         -  JX1459
 JX1459  STATE/COUNTY-  OH/NOBLE
 JX1459  USGS QUAD   -  CALDWELL NORTH (1994)
 JX1459
 JX1459                         *CURRENT SURVEY CONTROL
 JX1459  ___________________________________________________________________
 JX1459* NAD 83(1986)-  39 47 11.     (N)    081 33 12.     (W)     SCALED    
 JX1459* NAVD 88     -       235.01   (+/-2cm)     771.0    (feet)  VERTCON   
 JX1459  ___________________________________________________________________
 JX1459  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JX1459
 JX1459  VERT ORDER  -  THIRD (See Below)
 JX1459
 JX1459.The horizontal coordinates were scaled from a topographic map and have
 JX1459.an estimated accuracy of +/- 6 seconds.
 JX1459
 JX1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1459.The vertical order pertains to the NGVD 29 superseded value.
 JX1459
 JX1459.The geoid height was determined by GEOID03.
 JX1459
 JX1459;                    North         East    Units  Estimated Accuracy
 JX1459;SPC OH S     -   198,740.      681,090.      MT  (+/- 180 meters Scaled)
 JX1459
 JX1459                          SUPERSEDED SURVEY CONTROL
 JX1459
 JX1459  NGVD 29 (10/13/05)  235.19   (m)          771.6    (f) RESET       3  
 JX1459
 JX1459.Superseded values are not recommended for survey control.
 JX1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1459.See file dsdata.txt to determine how the superseded data were derived.
 JX1459
 JX1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME526041(NAD 83)
 JX1459_MARKER: DD = SURVEY DISK
 JX1459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1459_SP_SET: BRIDGE
 JX1459_STAMPING: E 65 RESET 1967
 JX1459_MARK LOGO: CGS   
 JX1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1459
 JX1459  HISTORY     - Date     Condition        Report By
 JX1459  HISTORY     - 1967     MONUMENTED       OHHD
 JX1459  HISTORY     - 1968     GOOD             CGS
 JX1459
 JX1459                          STATION DESCRIPTION
 JX1459
 JX1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JX1459'AT BELLE VALLEY.
 JX1459'SET IN THE TOP OF WINGWALL OF NORTH-BOUND BRIDGE NO. NOB-I-77-1110
 JX1459'OVER THE PENN-CENTRAL RAILROAD, 20 FEET WEST OF THE CENTER LINE
 JX1459'OF THE NORTH-BOUND LANE, DRILLED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1408 ***********************************************************************
 JX1408  DESIGNATION -  E 65 X
 JX1408  PID         -  JX1408
 JX1408  STATE/COUNTY-  OH/MUSKINGUM
 JX1408  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX1408
 JX1408                         *CURRENT SURVEY CONTROL
 JX1408  ___________________________________________________________________
 JX1408* NAD 83(1986)-  39 57 55.     (N)    081 59 27.     (W)     SCALED    
 JX1408* NAVD 88     -       215.797  (meters)     707.99   (feet)  ADJUSTED  
 JX1408  ___________________________________________________________________
 JX1408  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JX1408  DYNAMIC HT  -         215.680 (meters)     707.61  (feet)  COMP
 JX1408  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 JX1408
 JX1408  VERT ORDER  -  FIRST     CLASS II
 JX1408
 JX1408.The horizontal coordinates were scaled from a topographic map and have
 JX1408.an estimated accuracy of +/- 6 seconds.
 JX1408
 JX1408.The orthometric height was determined by differential leveling
 JX1408.and adjusted by the National Geodetic Survey in June 1991..
 JX1408
 JX1408.The geoid height was determined by GEOID03.
 JX1408
 JX1408.The dynamic height is computed by dividing the NAVD 88
 JX1408.geopotential number by the normal gravity value computed on the
 JX1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1408.degrees latitude (g = 980.6199 gals.).
 JX1408
 JX1408.The modeled gravity was interpolated from observed gravity values.
 JX1408
 JX1408;                    North         East    Units  Estimated Accuracy
 JX1408;SPC OH S     -   218,300.      643,500.      MT  (+/- 180 meters Scaled)
 JX1408
 JX1408                          SUPERSEDED SURVEY CONTROL
 JX1408
 JX1408  NGVD 29 (??/??/92)  216.02   (m)          708.7    (f) COMPUTED    1 2
 JX1408
 JX1408.Superseded values are not recommended for survey control.
 JX1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1408.See file dsdata.txt to determine how the superseded data were derived.
 JX1408
 JX1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME153243(NAD 83)
 JX1408_MARKER: DB = BENCH MARK DISK
 JX1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1408_SP_SET: CULVERT
 JX1408_STAMPING: E 65 X 1934
 JX1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1408
 JX1408  HISTORY     - Date     Condition        Report By
 JX1408  HISTORY     - 1934     MONUMENTED       CGS
 JX1408  HISTORY     - 1954     GOOD             NGS
 JX1408  HISTORY     - 1960     GOOD             NGS
 JX1408
 JX1408                          STATION DESCRIPTION
 JX1408
 JX1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JX1408'2 MI NE FROM ZANESVILLE.
 JX1408'1.95 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1408'FROM THE STATION AT ZANESVILLE, ABOUT 15 YARDS SOUTHWEST OF
 JX1408'TELEPHONE POLE NO. 76/23, ABOUT 142 YARDS SOUTH OF A CONCRETE
 JX1408'TELEPHONE BOOTH, IN THE TOP AND 2.7 FEET SOUTH OF NORTH END
 JX1408'OF EAST CONCRETE HEAD WALL OF A 20-INCH PIPE CULVERT UNDER
 JX1408'TRACKS, 5 1/2 FEET EAST OF EAST RAIL OF A SIDING, 19 FEET EAST OF
 JX1408'EAST RAIL OF B. AND O. RR MAIN TRACK, 23 FEET EAST OF EAST RAIL
 JX1408'OF PENNSYLVANIA RAILROAD AND ABOUT 1 FOOT BELOW LEVEL OF MAIN
 JX1408'TRACK.  NOTE-- THE HEAD WALL IS CRACKED IN CENTER AND HAS ABOUT
 JX1408'A 2-INCH SEPARATION AND APPARENTLY THE MARK IS NOT STABLE.
 JX1408
 JX1408                          STATION RECOVERY (1960)
 JX1408
 JX1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JX1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0815 ***********************************************************************
 JX0815  DESIGNATION -  E 66
 JX0815  PID         -  JX0815
 JX0815  STATE/COUNTY-  OH/NOBLE
 JX0815  USGS QUAD   -  SUMMERFIELD (1994)
 JX0815
 JX0815                         *CURRENT SURVEY CONTROL
 JX0815  ___________________________________________________________________
 JX0815* NAD 83(1986)-  39 46 47.     (N)    081 21 30.     (W)     SCALED    
 JX0815* NAVD 88     -       257.964  (meters)     846.34   (feet)  ADJUSTED  
 JX0815  ___________________________________________________________________
 JX0815  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JX0815  DYNAMIC HT  -         257.815 (meters)     845.85  (feet)  COMP
 JX0815  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 JX0815
 JX0815  VERT ORDER  -  SECOND    CLASS 0
 JX0815
 JX0815.The horizontal coordinates were scaled from a topographic map and have
 JX0815.an estimated accuracy of +/- 6 seconds.
 JX0815
 JX0815.The orthometric height was determined by differential leveling
 JX0815.and adjusted by the National Geodetic Survey in June 1991..
 JX0815
 JX0815.The geoid height was determined by GEOID03.
 JX0815
 JX0815.The dynamic height is computed by dividing the NAVD 88
 JX0815.geopotential number by the normal gravity value computed on the
 JX0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0815.degrees latitude (g = 980.6199 gals.).
 JX0815
 JX0815.The modeled gravity was interpolated from observed gravity values.
 JX0815
 JX0815;                    North         East    Units  Estimated Accuracy
 JX0815;SPC OH S     -   198,190.      697,800.      MT  (+/- 180 meters Scaled)
 JX0815
 JX0815                          SUPERSEDED SURVEY CONTROL
 JX0815
 JX0815  NGVD 29 (??/??/92)  258.134  (m)          846.89   (f) ADJ UNCH    2 0
 JX0815
 JX0815.Superseded values are not recommended for survey control.
 JX0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0815.See file dsdata.txt to determine how the superseded data were derived.
 JX0815
 JX0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME693033(NAD 83)
 JX0815_MARKER: DB = BENCH MARK DISK
 JX0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0815_STAMPING: E 66 1934
 JX0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0815+STABILITY: SURFACE MOTION
 JX0815
 JX0815  HISTORY     - Date     Condition        Report By
 JX0815  HISTORY     - 1934     MONUMENTED       CGS
 JX0815
 JX0815                          STATION DESCRIPTION
 JX0815
 JX0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0815'1.6 MI W FROM SUMMERFIELD.
 JX0815'1.6 MILES WEST ALONG STATE HIGHWAY 78 FROM THE JUNCTION OF
 JX0815'STATE HIGHWAY 146 AT SUMMERFIELD, NOBLE COUNTY, 150 YARDS NORTHWEST
 JX0815'OF THE NORTHWEST CORNER OF A FRAME BUNGALOW, 16 YARDS SOUTH OF THE
 JX0815'WEST END OF A CULVERT, 10 YARDS WEST OF THE CENTERLINE OF THE
 JX0815'HIGHWAY, 3 FEET EAST OF A WIRE FENCE ON THE FRANK CRAIG PROPERTY
 JX0815'IN 1934, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY.  A
 JX0815'STANDARD DISK, STAMPED E 66 1934 AND SET IN THE TOP OF A CONCRETE
 JX0815'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0007 ***********************************************************************
 JY0007  DESIGNATION -  E 67
 JY0007  PID         -  JY0007
 JY0007  STATE/COUNTY-  OH/MORGAN
 JY0007  USGS QUAD   -  DEAVERTOWN (1995)
 JY0007
 JY0007                         *CURRENT SURVEY CONTROL
 JY0007  ___________________________________________________________________
 JY0007* NAD 83(1986)-  39 40 11.     (N)    082 00 26.     (W)     SCALED    
 JY0007* NAVD 88     -       316.173  (meters)    1037.31   (feet)  ADJUSTED  
 JY0007  ___________________________________________________________________
 JY0007  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JY0007  DYNAMIC HT  -         315.994 (meters)    1036.72  (feet)  COMP
 JY0007  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 JY0007
 JY0007  VERT ORDER  -  SECOND    CLASS 0
 JY0007
 JY0007.The horizontal coordinates were scaled from a topographic map and have
 JY0007.an estimated accuracy of +/- 6 seconds.
 JY0007
 JY0007.The orthometric height was determined by differential leveling
 JY0007.and adjusted by the National Geodetic Survey in June 1991..
 JY0007
 JY0007.The geoid height was determined by GEOID03.
 JY0007
 JY0007.The dynamic height is computed by dividing the NAVD 88
 JY0007.geopotential number by the normal gravity value computed on the
 JY0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0007.degrees latitude (g = 980.6199 gals.).
 JY0007
 JY0007.The modeled gravity was interpolated from observed gravity values.
 JY0007
 JY0007;                    North         East    Units  Estimated Accuracy
 JY0007;SPC OH S     -   185,480.      642,280.      MT  (+/- 180 meters Scaled)
 JY0007
 JY0007                          SUPERSEDED SURVEY CONTROL
 JY0007
 JY0007  NGVD 29 (??/??/92)  316.394  (m)         1038.04   (f) ADJ UNCH    2 0
 JY0007
 JY0007.Superseded values are not recommended for survey control.
 JY0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0007.See file dsdata.txt to determine how the superseded data were derived.
 JY0007
 JY0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD136915(NAD 83)
 JY0007_MARKER: DB = BENCH MARK DISK
 JY0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0007_STAMPING: E 67 1934
 JY0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0007+STABILITY: SURFACE MOTION
 JY0007
 JY0007  HISTORY     - Date     Condition        Report By
 JY0007  HISTORY     - 1934     MONUMENTED       CGS
 JY0007
 JY0007                          STATION DESCRIPTION
 JY0007
 JY0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0007'8.9 MI W FROM MALTA.
 JY0007'8.9 MILES WEST ALONG STATE HIGHWAY 37 FROM THE BALTIMORE AND
 JY0007'OHIO RAILROAD STATION AT MALTA, MORGAN COUNTY, 116 YARDS EAST
 JY0007'OF THE NORTHEAST CORNER OF THE I.C. MASTERSON FARMHOUSE, 66 YARDS
 JY0007'NORTHEAST OF THE NORTHEAST CORNER OF THE BARN, 49 YARDS WEST OF
 JY0007'A GATEPOST AT THE NORTHEAST CORNER OF A FENCE, 19 YARDS NORTH OF
 JY0007'THE WEST POST OF A GATE TO A PASTURE, 9 YARDS NORTH OF THE
 JY0007'CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF THE FENCE, AND ABOUT
 JY0007'ONE FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 67
 JY0007'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0117 ***********************************************************************
 JY0117  DESIGNATION -  E 68
 JY0117  PID         -  JY0117
 JY0117  STATE/COUNTY-  OH/FAIRFIELD
 JY0117  USGS QUAD   -  RUSHVILLE (1994)
 JY0117
 JY0117                         *CURRENT SURVEY CONTROL
 JY0117  ___________________________________________________________________
 JY0117* NAD 83(1986)-  39 45 50.     (N)    082 26 24.     (W)     SCALED    
 JY0117* NAVD 88     -       263.893  (meters)     865.79   (feet)  ADJUSTED  
 JY0117  ___________________________________________________________________
 JY0117  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JY0117  DYNAMIC HT  -         263.740 (meters)     865.29  (feet)  COMP
 JY0117  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 JY0117
 JY0117  VERT ORDER  -  SECOND    CLASS 0
 JY0117
 JY0117.The horizontal coordinates were scaled from a topographic map and have
 JY0117.an estimated accuracy of +/- 6 seconds.
 JY0117
 JY0117.The orthometric height was determined by differential leveling
 JY0117.and adjusted by the National Geodetic Survey in June 1991..
 JY0117
 JY0117.The geoid height was determined by GEOID03.
 JY0117
 JY0117.The dynamic height is computed by dividing the NAVD 88
 JY0117.geopotential number by the normal gravity value computed on the
 JY0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0117.degrees latitude (g = 980.6199 gals.).
 JY0117
 JY0117.The modeled gravity was interpolated from observed gravity values.
 JY0117
 JY0117;                    North         East    Units  Estimated Accuracy
 JY0117;SPC OH S     -   195,820.      605,140.      MT  (+/- 180 meters Scaled)
 JY0117
 JY0117                          SUPERSEDED SURVEY CONTROL
 JY0117
 JY0117  NGVD 29 (??/??/92)  264.127  (m)          866.56   (f) ADJ UNCH    2 0
 JY0117
 JY0117.Superseded values are not recommended for survey control.
 JY0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0117.See file dsdata.txt to determine how the superseded data were derived.
 JY0117
 JY0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE766025(NAD 83)
 JY0117_MARKER: DB = BENCH MARK DISK
 JY0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0117_SP_SET: OVERPASS
 JY0117_STAMPING: E 68 1934
 JY0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0117
 JY0117  HISTORY     - Date     Condition        Report By
 JY0117  HISTORY     - 1934     MONUMENTED       CGS
 JY0117
 JY0117                          STATION DESCRIPTION
 JY0117
 JY0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0117'AT RUSHVILLE.
 JY0117'AT RUSHVILLE, FAIRFIELD COUNTY, 150 YARDS NORTH OF THE NORTHWEST
 JY0117'CORNER OF THE NEW YORK CENTRAL RAILROAD STATION, 149 YARDS NORTH
 JY0117'OF THE NORTHWEST POST OF A WATER TOWER, 70 YARDS SOUTH OF A WATER
 JY0117'SPOUT, AT A U.S. HIGHWAY 22 OVERPASS, AT THE FACE OF IN THE THIRD
 JY0117'COURSE OF MASONRY OF THE WEST WALL, 3.5 FEET SOUTH OF THE
 JY0117'NORTHEAST CORNER, 4.5 FEET WEST OF THE WEST RAIL, AND ABOUT 3 FEET
 JY0117'ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED E 68
 JY0117'1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0167 ***********************************************************************
 JY0167  DESIGNATION -  E 69
 JY0167  PID         -  JY0167
 JY0167  STATE/COUNTY-  OH/VINTON
 JY0167  USGS QUAD   -  MC ARTHUR (1995)
 JY0167
 JY0167                         *CURRENT SURVEY CONTROL
 JY0167  ___________________________________________________________________
 JY0167* NAD 83(1986)-  39 12 33.     (N)    082 28 44.     (W)     SCALED    
 JY0167* NAVD 88     -       226.965  (meters)     744.63   (feet)  ADJUSTED  
 JY0167  ___________________________________________________________________
 JY0167  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY0167  DYNAMIC HT  -         226.825 (meters)     744.17  (feet)  COMP
 JY0167  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 JY0167
 JY0167  VERT ORDER  -  FIRST     CLASS II
 JY0167
 JY0167.The horizontal coordinates were scaled from a topographic map and have
 JY0167.an estimated accuracy of +/- 6 seconds.
 JY0167
 JY0167.The orthometric height was determined by differential leveling
 JY0167.and adjusted by the National Geodetic Survey in June 1991..
 JY0167
 JY0167.The geoid height was determined by GEOID03.
 JY0167
 JY0167.The dynamic height is computed by dividing the NAVD 88
 JY0167.geopotential number by the normal gravity value computed on the
 JY0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0167.degrees latitude (g = 980.6199 gals.).
 JY0167
 JY0167.The modeled gravity was interpolated from observed gravity values.
 JY0167
 JY0167;                    North         East    Units  Estimated Accuracy
 JY0167;SPC OH S     -   134,230.      601,820.      MT  (+/- 180 meters Scaled)
 JY0167
 JY0167                          SUPERSEDED SURVEY CONTROL
 JY0167
 JY0167  NGVD 29 (??/??/92)  227.131  (m)          745.18   (f) ADJ UNCH    1 2
 JY0167
 JY0167.Superseded values are not recommended for survey control.
 JY0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0167.See file dsdata.txt to determine how the superseded data were derived.
 JY0167
 JY0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD723410(NAD 83)
 JY0167_MARKER: DB = BENCH MARK DISK
 JY0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0167_STAMPING: E 69 1934
 JY0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0167+STABILITY: SURFACE MOTION
 JY0167
 JY0167  HISTORY     - Date     Condition        Report By
 JY0167  HISTORY     - 1934     MONUMENTED       CGS
 JY0167  HISTORY     - 1958     GOOD             NGS
 JY0167
 JY0167                          STATION DESCRIPTION
 JY0167
 JY0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0167'AT DUNDAS.
 JY0167'AT DUNDAS, IN SECTION 4, R 17W T 10N, 127 FEET NORTH-NORTHWEST
 JY0167'OF THE CENTER OF THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD
 JY0167'AND THE CHESAPEAKE AND OHIO RAILWAY, 13 FEET WEST-SOUTHWEST OF
 JY0167'WEST-SOUTHWEST RAIL OF MAIN TRACK OF THE C. AND O. RY., 10.7
 JY0167'FEET EAST-NORTHEAST OF EAST-NORTHEAST RAIL OF A SIDE TRACK, 74 1/2
 JY0167'FEET NORTH OF A WELL WITH AN IRON PUMP, 155 FEET NORTH OF
 JY0167'BENCH MARK F 69, 178 FEET NORTH-NORTHWEST OF AND ACROSS THE
 JY0167'B. AND O. RR. TRACK FROM THE NORTHEAST CORNER OF THE RAILROAD
 JY0167'STATION, 1 1/2 FEET SOUTH-SOUTHEAST OF A WHITE WOODEN WITNESS
 JY0167'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK OF THE C. AND O.
 JY0167'RY., SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1188 ***********************************************************************
 JX1188  DESIGNATION -  E 70
 JX1188  PID         -  JX1188
 JX1188  STATE/COUNTY-  OH/ATHENS
 JX1188  USGS QUAD   -  AMESVILLE (1994)
 JX1188
 JX1188                         *CURRENT SURVEY CONTROL
 JX1188  ___________________________________________________________________
 JX1188* NAD 83(1986)-  39 24 00.     (N)    081 57 27.     (W)     SCALED    
 JX1188* NAVD 88     -       192.258  (meters)     630.77   (feet)  ADJUSTED  
 JX1188  ___________________________________________________________________
 JX1188  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1188  DYNAMIC HT  -         192.143 (meters)     630.39  (feet)  COMP
 JX1188  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 JX1188
 JX1188  VERT ORDER  -  SECOND    CLASS 0
 JX1188
 JX1188.The horizontal coordinates were scaled from a topographic map and have
 JX1188.an estimated accuracy of +/- 6 seconds.
 JX1188
 JX1188.The orthometric height was determined by differential leveling
 JX1188.and adjusted by the National Geodetic Survey in June 1991..
 JX1188
 JX1188.The geoid height was determined by GEOID03.
 JX1188
 JX1188.The dynamic height is computed by dividing the NAVD 88
 JX1188.geopotential number by the normal gravity value computed on the
 JX1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1188.degrees latitude (g = 980.6199 gals.).
 JX1188
 JX1188.The modeled gravity was interpolated from observed gravity values.
 JX1188
 JX1188;                    North         East    Units  Estimated Accuracy
 JX1188;SPC OH S     -   155,560.      646,730.      MT  (+/- 180 meters Scaled)
 JX1188
 JX1188                          SUPERSEDED SURVEY CONTROL
 JX1188
 JX1188  NGVD 29 (??/??/92)  192.437  (m)          631.35   (f) ADJ UNCH    2 0
 JX1188
 JX1188.Superseded values are not recommended for survey control.
 JX1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1188.See file dsdata.txt to determine how the superseded data were derived.
 JX1188
 JX1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD175616(NAD 83)
 JX1188_MARKER: DB = BENCH MARK DISK
 JX1188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1188_SP_SET: BRIDGE
 JX1188_STAMPING: E 70 1934
 JX1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1188
 JX1188  HISTORY     - Date     Condition        Report By
 JX1188  HISTORY     - 1934     MONUMENTED       CGS
 JX1188  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JX1188
 JX1188                          STATION DESCRIPTION
 JX1188
 JX1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX1188'AT AMESVILLE.
 JX1188'AT AMESVILLE, ATHENS COUNTY, ON U.S. HIGHWAY 50 ALT, 87 YARDS
 JX1188'WEST OF A SUNOCO SERVICE STATION, AT THE CROSSING OF THE NEW
 JX1188'YORK CENTRAL RAILROAD, 138 FEET WEST OF THE WEST RAIL, 21 FEET
 JX1188'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A BRIDGE, IN THE
 JX1188'TOP OF THE SOUTHEAST CORNER OF THE SOUTHEAST WING WALL, AND
 JX1188'LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED E 70 1934.
 JX1188
 JX1188                          STATION RECOVERY (1988)
 JX1188
 JX1188'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0350 ***********************************************************************
 HY0350  DESIGNATION -  E 71
 HY0350  PID         -  HY0350
 HY0350  STATE/COUNTY-  OH/GALLIA
 HY0350  USGS QUAD   -  GALLIPOLIS (1983)
 HY0350
 HY0350                         *CURRENT SURVEY CONTROL
 HY0350  ___________________________________________________________________
 HY0350* NAD 83(1986)-  38 50 56.     (N)    082 14 10.     (W)     SCALED    
 HY0350* NAVD 88     -       173.468  (meters)     569.12   (feet)  ADJUSTED  
 HY0350  ___________________________________________________________________
 HY0350  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HY0350  DYNAMIC HT  -         173.357 (meters)     568.76  (feet)  COMP
 HY0350  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 HY0350
 HY0350  VERT ORDER  -  SECOND    CLASS 0
 HY0350
 HY0350.The horizontal coordinates were scaled from a topographic map and have
 HY0350.an estimated accuracy of +/- 6 seconds.
 HY0350
 HY0350.The orthometric height was determined by differential leveling
 HY0350.and adjusted by the National Geodetic Survey in June 1991..
 HY0350
 HY0350.The geoid height was determined by GEOID03.
 HY0350
 HY0350.The dynamic height is computed by dividing the NAVD 88
 HY0350.geopotential number by the normal gravity value computed on the
 HY0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0350.degrees latitude (g = 980.6199 gals.).
 HY0350
 HY0350.The modeled gravity was interpolated from observed gravity values.
 HY0350
 HY0350;                    North         East    Units  Estimated Accuracy
 HY0350;SPC OH S     -    94,270.      622,910.      MT  (+/- 180 meters Scaled)
 HY0350
 HY0350                          SUPERSEDED SURVEY CONTROL
 HY0350
 HY0350  NGVD 29 (??/??/92)  173.660  (m)          569.75   (f) ADJ UNCH    2 0
 HY0350
 HY0350.Superseded values are not recommended for survey control.
 HY0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0350.See file dsdata.txt to determine how the superseded data were derived.
 HY0350
 HY0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD927007(NAD 83)
 HY0350_MARKER: DB = BENCH MARK DISK
 HY0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0350_STAMPING: E 71 1934
 HY0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0350+STABILITY: SURFACE MOTION
 HY0350
 HY0350  HISTORY     - Date     Condition        Report By
 HY0350  HISTORY     - 1934     MONUMENTED       CGS
 HY0350  HISTORY     - 1958     GOOD             NGS
 HY0350  HISTORY     - 1976     MARK NOT FOUND   NGS
 HY0350
 HY0350                          STATION DESCRIPTION
 HY0350
 HY0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0350'2.2 MI SE FROM KERRS.
 HY0350'ABOUT 2.15 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0350'FROM THE STATION AT KERRS, IN SECTION 1, R 15W, T 6N, ABOUT 0.15
 HY0350'MILE SOUTHEAST OF MILE POST 111, AT THE CROSSING OF STATE HIGHWAY
 HY0350'160, 18 FEET NORTHEAST OF NORTHEAST RAIL, 23 1/2 FEET WEST OF
 HY0350'THE CENTER LINE OF HIGHWAY 160, 8 1/2 FEET NORTH OF A CABLE LINE
 HY0350'POLE, 51 FEET WEST AND ACROSS HIGHWAY 160 FROM A 50-INCH ELM TREE,
 HY0350'ABOUT LEVEL WITH THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 HY0350'TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HY0350'NOTE-- THE STAMPING OF THE ELEVATION 566.187 WAS OBLITERATED BY US
 HY0350'BY STAMPING XXX THROUGH THE ELEVATION.  THE MARK WILL BE ON THE
 HY0350'EAST SIDE OF THE NEW HIGHWAY 160 AS IT IS NOW STAKED OUT, PROBABLY
 HY0350'ABOUT 67 FEET EAST OF THE CENTER LINE OF THE NEW HIGHWAY.  NOTE--
 HY0350'THE MARK MAY BE REACHED FROM GALLIPOLIS, GALLIA COUNTY, BY GOING
 HY0350'NORTHWEST FOR 3.35 MILES ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0350'FROM THE STATION.
 HY0350
 HY0350                          STATION RECOVERY (1976)
 HY0350
 HY0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1119 ***********************************************************************
 HY1119  DESIGNATION -  E 72
 HY1119  PID         -  HY1119
 HY1119  STATE/COUNTY-  OH/SCIOTO
 HY1119  USGS QUAD   -  SOUTH WEBSTER (1975)
 HY1119
 HY1119                         *CURRENT SURVEY CONTROL
 HY1119  ___________________________________________________________________
 HY1119* NAD 83(1986)-  38 48 09.     (N)    082 41 59.     (W)     SCALED    
 HY1119* NAVD 88     -       193.244  (meters)     634.00   (feet)  ADJUSTED  
 HY1119  ___________________________________________________________________
 HY1119  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY1119  DYNAMIC HT  -         193.119 (meters)     633.59  (feet)  COMP
 HY1119  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 HY1119
 HY1119  VERT ORDER  -  SECOND    CLASS 0
 HY1119
 HY1119.The horizontal coordinates were scaled from a topographic map and have
 HY1119.an estimated accuracy of +/- 6 seconds.
 HY1119
 HY1119.The orthometric height was determined by differential leveling
 HY1119.and adjusted by the National Geodetic Survey in June 1991..
 HY1119
 HY1119.The geoid height was determined by GEOID03.
 HY1119
 HY1119.The dynamic height is computed by dividing the NAVD 88
 HY1119.geopotential number by the normal gravity value computed on the
 HY1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1119.degrees latitude (g = 980.6199 gals.).
 HY1119
 HY1119.The modeled gravity was interpolated from observed gravity values.
 HY1119
 HY1119;                    North         East    Units  Estimated Accuracy
 HY1119;SPC OH S     -    89,110.      582,650.      MT  (+/- 180 meters Scaled)
 HY1119
 HY1119                          SUPERSEDED SURVEY CONTROL
 HY1119
 HY1119  NGVD 29 (??/??/92)  193.41   (m)          634.5    (f) COMPUTED    2 0
 HY1119
 HY1119.Superseded values are not recommended for survey control.
 HY1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1119.See file dsdata.txt to determine how the superseded data were derived.
 HY1119
 HY1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC524962(NAD 83)
 HY1119_MARKER: DB = BENCH MARK DISK
 HY1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1119_STAMPING: E 72 1934 634.602
 HY1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1119+STABILITY: SURFACE MOTION
 HY1119
 HY1119  HISTORY     - Date     Condition        Report By
 HY1119  HISTORY     - 1934     MONUMENTED       CGS
 HY1119  HISTORY     - 1958     MARK NOT FOUND   NGS
 HY1119
 HY1119                          STATION DESCRIPTION
 HY1119
 HY1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1119'AT BLOOM.
 HY1119'AT BLOOM, SCITO COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 HY1119'110 FEET WEST OF THE CENTER OF A GRAVEL-ROAD CROSSING, 72 YARDS
 HY1119'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 140, 21 FEET SOUTH
 HY1119'OF THE SOUTH RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 HY1119'STANDARD DISK, STAMPED E 72 1934 634.602 AND SET IN THE TOP
 HY1119'OF A CONCRETE POST.  NOTE-- THERE HAS BEEN SOME LANDSCAPING
 HY1119'DONE AT THIS LOCATION, PROBING FOR 30 MINUTES FAILED TO FIND THE
 HY1119'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1456 ***********************************************************************
 HY1456  DESIGNATION -  E 73
 HY1456  PID         -  HY1456
 HY1456  STATE/COUNTY-  OH/ADAMS
 HY1456  USGS QUAD   -  PEEBLES (1986)
 HY1456
 HY1456                         *CURRENT SURVEY CONTROL
 HY1456  ___________________________________________________________________
 HY1456* NAD 83(1986)-  38 56 50.     (N)    083 24 27.     (W)     SCALED    
 HY1456* NAVD 88     -       247.991  (meters)     813.62   (feet)  ADJUSTED  
 HY1456  ___________________________________________________________________
 HY1456  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY1456  DYNAMIC HT  -         247.837 (meters)     813.11  (feet)  COMP
 HY1456  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 HY1456
 HY1456  VERT ORDER  -  SECOND    CLASS 0
 HY1456
 HY1456.The horizontal coordinates were scaled from a topographic map and have
 HY1456.an estimated accuracy of +/- 6 seconds.
 HY1456
 HY1456.The orthometric height was determined by differential leveling
 HY1456.and adjusted by the National Geodetic Survey in June 1991..
 HY1456
 HY1456.The geoid height was determined by GEOID03.
 HY1456
 HY1456.The dynamic height is computed by dividing the NAVD 88
 HY1456.geopotential number by the normal gravity value computed on the
 HY1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1456.degrees latitude (g = 980.6199 gals.).
 HY1456
 HY1456.The modeled gravity was interpolated from observed gravity values.
 HY1456
 HY1456;                    North         East    Units  Estimated Accuracy
 HY1456;SPC OH S     -   105,550.      521,330.      MT  (+/- 180 meters Scaled)
 HY1456
 HY1456                          SUPERSEDED SURVEY CONTROL
 HY1456
 HY1456  NGVD 29 (??/??/92)  248.183  (m)          814.25   (f) ADJ UNCH    2 0
 HY1456
 HY1456.Superseded values are not recommended for survey control.
 HY1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1456.See file dsdata.txt to determine how the superseded data were derived.
 HY1456
 HY1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD913136(NAD 83)
 HY1456_MARKER: DB = BENCH MARK DISK
 HY1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1456_STAMPING: E 73 1934
 HY1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1456+STABILITY: SURFACE MOTION
 HY1456
 HY1456  HISTORY     - Date     Condition        Report By
 HY1456  HISTORY     - 1934     MONUMENTED       CGS
 HY1456  HISTORY     - 1935     GOOD             NGS
 HY1456  HISTORY     - 1960     MARK NOT FOUND   NGS
 HY1456
 HY1456                          STATION DESCRIPTION
 HY1456
 HY1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1456'AT PEEBLES.
 HY1456'AT PEEBLES, ADAMS COUNTY, 200 YARDS EAST OF THE NORFOLK AND
 HY1456'WESTERN RAILWAY STATION, 24 YARDS SOUTHWEST OF MILEPOST C 72,
 HY1456'28 YARDS SOUTHEAST OF THE CENTER OF THE CROSSING OF STATE
 HY1456'HIGHWAY 41, 19 FEET SOUTH OF THE SOUTH RAIL, 4 FEET EAST OF A
 HY1456'POWER POLE, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A STANDARD
 HY1456'DISK, STAMPED E 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HY1456
 HY1456                          STATION RECOVERY (1960)
 HY1456
 HY1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HY1456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1028 ***********************************************************************
 JY1028  DESIGNATION -  E 74
 JY1028  PID         -  JY1028
 JY1028  STATE/COUNTY-  OH/HIGHLAND
 JY1028  USGS QUAD   -  SARDINIA (1986)
 JY1028
 JY1028                         *CURRENT SURVEY CONTROL
 JY1028  ___________________________________________________________________
 JY1028* NAD 83(1986)-  39 01 44.     (N)    083 46 23.     (W)     SCALED    
 JY1028* NAVD 88     -       297.878  (meters)     977.29   (feet)  ADJUSTED  
 JY1028  ___________________________________________________________________
 JY1028  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JY1028  DYNAMIC HT  -         297.693 (meters)     976.68  (feet)  COMP
 JY1028  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 JY1028
 JY1028  VERT ORDER  -  SECOND    CLASS 0
 JY1028
 JY1028.The horizontal coordinates were scaled from a topographic map and have
 JY1028.an estimated accuracy of +/- 6 seconds.
 JY1028
 JY1028.The orthometric height was determined by differential leveling
 JY1028.and adjusted by the National Geodetic Survey in June 1991..
 JY1028
 JY1028.The geoid height was determined by GEOID03.
 JY1028
 JY1028.The dynamic height is computed by dividing the NAVD 88
 JY1028.geopotential number by the normal gravity value computed on the
 JY1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1028.degrees latitude (g = 980.6199 gals.).
 JY1028
 JY1028.The modeled gravity was interpolated from observed gravity values.
 JY1028
 JY1028;                    North         East    Units  Estimated Accuracy
 JY1028;SPC OH S     -   115,000.      489,770.      MT  (+/- 180 meters Scaled)
 JY1028
 JY1028                          SUPERSEDED SURVEY CONTROL
 JY1028
 JY1028  NGVD 29 (??/??/92)  298.060  (m)          977.89   (f) ADJ UNCH    2 0
 JY1028
 JY1028.Superseded values are not recommended for survey control.
 JY1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1028.See file dsdata.txt to determine how the superseded data were derived.
 JY1028
 JY1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD599236(NAD 83)
 JY1028_MARKER: DB = BENCH MARK DISK
 JY1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1028_STAMPING: E 74 1934
 JY1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1028+STABILITY: SURFACE MOTION
 JY1028
 JY1028  HISTORY     - Date     Condition        Report By
 JY1028  HISTORY     - 1934     MONUMENTED       CGS
 JY1028
 JY1028                          STATION DESCRIPTION
 JY1028
 JY1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY1028'2.3 MI N FROM SARDINIA.
 JY1028'IN HIGHLAND COUNTY, 2.3 MILES NORTH ALONG THE NORFOLK AND
 JY1028'WESTERN RAILWAY FROM THE STATION AT SARDINIA, BROWN COUNTY,
 JY1028'0.3 MILE NORTH OF MILEPOST S 2, 4-1/2 RAILS NORTHEAST OF THE
 JY1028'EAST RAIL AT THE CROSSING OF THE CENTERLINE OF A DIRT ROAD, 7
 JY1028'YARDS EAST OF THE EAST RAIL, 3 FEET NORTH OF A POLE, AND LEVEL
 JY1028'WITH THE TRACK.  A STANDARD DISK, STAMPED E 74 1934 AND SET IN
 JY1028'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0986 ***********************************************************************
 JY0986  DESIGNATION -  E 75
 JY0986  PID         -  JY0986
 JY0986  STATE/COUNTY-  OH/ROSS
 JY0986  USGS QUAD   -  BAINBRIDGE (1979)
 JY0986
 JY0986                         *CURRENT SURVEY CONTROL
 JY0986  ___________________________________________________________________
 JY0986* NAD 83(1986)-  39 12 35.     (N)    083 17 10.     (W)     SCALED    
 JY0986* NAVD 88     -       240.605  (meters)     789.38   (feet)  ADJUSTED  
 JY0986  ___________________________________________________________________
 JY0986  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JY0986  DYNAMIC HT  -         240.460 (meters)     788.91  (feet)  COMP
 JY0986  MODELED GRAV-     980,020.3   (mgal)                       NAVD 88
 JY0986
 JY0986  VERT ORDER  -  SECOND    CLASS 0
 JY0986
 JY0986.The horizontal coordinates were scaled from a topographic map and have
 JY0986.an estimated accuracy of +/- 6 seconds.
 JY0986
 JY0986.The orthometric height was determined by differential leveling
 JY0986.and adjusted by the National Geodetic Survey in June 1991..
 JY0986
 JY0986.The geoid height was determined by GEOID03.
 JY0986
 JY0986.The dynamic height is computed by dividing the NAVD 88
 JY0986.geopotential number by the normal gravity value computed on the
 JY0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0986.degrees latitude (g = 980.6199 gals.).
 JY0986
 JY0986.The modeled gravity was interpolated from observed gravity values.
 JY0986
 JY0986;                    North         East    Units  Estimated Accuracy
 JY0986;SPC OH S     -   134,590.      532,110.      MT  (+/- 180 meters Scaled)
 JY0986
 JY0986                          SUPERSEDED SURVEY CONTROL
 JY0986
 JY0986  NGVD 29 (??/??/92)  240.786  (m)          789.98   (f) ADJ UNCH    2 0
 JY0986
 JY0986.Superseded values are not recommended for survey control.
 JY0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0986.See file dsdata.txt to determine how the superseded data were derived.
 JY0986
 JY0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD026425(NAD 83)
 JY0986_MARKER: DB = BENCH MARK DISK
 JY0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0986_STAMPING: E 75 1934
 JY0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0986+STABILITY: SURFACE MOTION
 JY0986
 JY0986  HISTORY     - Date     Condition        Report By
 JY0986  HISTORY     - 1934     MONUMENTED       CGS
 JY0986  HISTORY     - 1961     MARK NOT FOUND   USGS
 JY0986
 JY0986                          STATION DESCRIPTION
 JY0986
 JY0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0986'2 MI SW FROM BAINBRIDGE.
 JY0986'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 41 FROM THE DETROIT,
 JY0986'TOLEDO AND IRONTON RAILROAD STATION AT BAINBRIDGE, ROSS COUNTY,
 JY0986'AT THE MIDDLE OF A LONG CURVE, 200 FEET NORTHEAST OF THE NORTHEAST
 JY0986'SIDE OF A LARGE WHITE FRAME BARN ON THE ARNOLD JOHNSON PROPERTY,
 JY0986'10-1/2 YARDS SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1-1/2
 JY0986'YARDS WEST OF A POLE, ABOUT ONE YARD NORTHWEST OF THE WIRE FENCE,
 JY0986'AND ABOUT ONE FOOT ABOVE THE LEVEL OF THE ROAD.  A STANDARD
 JY0986'DISK, STAMPED E 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JY0986
 JY0986                          STATION RECOVERY (1961)
 JY0986
 JY0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JY0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0147 ***********************************************************************
 JY0147  DESIGNATION -  E 76
 JY0147  PID         -  JY0147
 JY0147  STATE/COUNTY-  OH/ATHENS
 JY0147  USGS QUAD   -  THE PLAINS (1995)
 JY0147
 JY0147                         *CURRENT SURVEY CONTROL
 JY0147  ___________________________________________________________________
 JY0147* NAD 83(1986)-  39 19 55.     (N)    082 07 50.     (W)     SCALED    
 JY0147* NAVD 88     -       199.325  (meters)     653.95   (feet)  ADJUSTED  
 JY0147  ___________________________________________________________________
 JY0147  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JY0147  DYNAMIC HT  -         199.204 (meters)     653.56  (feet)  COMP
 JY0147  MODELED GRAV-     980,019.1   (mgal)                       NAVD 88
 JY0147
 JY0147  VERT ORDER  -  FIRST     CLASS II
 JY0147
 JY0147.The horizontal coordinates were scaled from a topographic map and have
 JY0147.an estimated accuracy of +/- 6 seconds.
 JY0147
 JY0147.The orthometric height was determined by differential leveling
 JY0147.and adjusted by the National Geodetic Survey in June 1991..
 JY0147.WARNING-Repeat measurements at this control monument indicate possible
 JY0147.vertical movement.
 JY0147
 JY0147.The geoid height was determined by GEOID03.
 JY0147
 JY0147.The dynamic height is computed by dividing the NAVD 88
 JY0147.geopotential number by the normal gravity value computed on the
 JY0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0147.degrees latitude (g = 980.6199 gals.).
 JY0147
 JY0147.The modeled gravity was interpolated from observed gravity values.
 JY0147
 JY0147;                    North         East    Units  Estimated Accuracy
 JY0147;SPC OH S     -   147,930.      631,850.      MT  (+/- 180 meters Scaled)
 JY0147
 JY0147                          SUPERSEDED SURVEY CONTROL
 JY0147
 JY0147  NGVD 29 (??/??/92)  199.497  (m)          654.52   (f) ADJ UNCH    1 2
 JY0147
 JY0147.Superseded values are not recommended for survey control.
 JY0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0147.See file dsdata.txt to determine how the superseded data were derived.
 JY0147
 JY0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD025542(NAD 83)
 JY0147_MARKER: DB = BENCH MARK DISK
 JY0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0147_STAMPING: E 76 1935
 JY0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0147+STABILITY: SURFACE MOTION
 JY0147
 JY0147  HISTORY     - Date     Condition        Report By
 JY0147  HISTORY     - 1935     MONUMENTED       CGS
 JY0147  HISTORY     - 1943     GOOD             NGS
 JY0147
 JY0147                          STATION DESCRIPTION
 JY0147
 JY0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0147'1.5 MI W FROM ATHENS.
 JY0147'1.5 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY0147'STATION AT ATHENS, ATHENS COUNTY, AT GROSVENOR, 45 YARDS NORTHWEST
 JY0147'OF THE CENTER OF THE CROSSING OF THE NEW YORK CENTRAL RAILROAD,
 JY0147'56 YARDS WEST OF THE NORTHWEST CORNER OF THE SWITCH TOWER, 7 -1/2
 JY0147'YARDS SOUTHEAST OF THE SOUTHEAST RAIL OF A SET OF SPUR TRACKS
 JY0147'LEADING NORTHEAST TO THE N.Y.C.R.R., ABOUT 6 YARDS NORTH OF THE
 JY0147'NORTH RAIL OF THE B. AND O. R.R. TRACK, AND ABOUT 6 INCHES LOWER
 JY0147'THAN THE TRACK.  A STANDARD DISK, STAMPED E 76 1935 AND SET IN THE
 JY0147'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0261 ***********************************************************************
 JY0261  DESIGNATION -  E 76 X
 JY0261  PID         -  JY0261
 JY0261  STATE/COUNTY-  OH/ATHENS
 JY0261  USGS QUAD   -  ATHENS (1995)
 JY0261
 JY0261                         *CURRENT SURVEY CONTROL
 JY0261  ___________________________________________________________________
 JY0261* NAD 83(1986)-  39 18 19.     (N)    082 06 13.     (W)     SCALED    
 JY0261* NAVD 88     -       205.451  (meters)     674.05   (feet)  ADJUSTED  
 JY0261  ___________________________________________________________________
 JY0261  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY0261  DYNAMIC HT  -         205.326 (meters)     673.64  (feet)  COMP
 JY0261  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 JY0261
 JY0261  VERT ORDER  -  SECOND    CLASS 0
 JY0261
 JY0261.The horizontal coordinates were scaled from a topographic map and have
 JY0261.an estimated accuracy of +/- 6 seconds.
 JY0261
 JY0261.The orthometric height was determined by differential leveling
 JY0261.and adjusted by the National Geodetic Survey in June 1991..
 JY0261
 JY0261.The geoid height was determined by GEOID03.
 JY0261
 JY0261.The dynamic height is computed by dividing the NAVD 88
 JY0261.geopotential number by the normal gravity value computed on the
 JY0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0261.degrees latitude (g = 980.6199 gals.).
 JY0261
 JY0261.The modeled gravity was interpolated from observed gravity values.
 JY0261
 JY0261;                    North         East    Units  Estimated Accuracy
 JY0261;SPC OH S     -   144,980.      634,190.      MT  (+/- 180 meters Scaled)
 JY0261
 JY0261                          SUPERSEDED SURVEY CONTROL
 JY0261
 JY0261  NGVD 29 (??/??/92)  205.624  (m)          674.62   (f) ADJ UNCH    2 0
 JY0261
 JY0261.Superseded values are not recommended for survey control.
 JY0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0261.See file dsdata.txt to determine how the superseded data were derived.
 JY0261
 JY0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD048512(NAD 83)
 JY0261_MARKER: DB = BENCH MARK DISK
 JY0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0261_SP_SET: CULVERT
 JY0261_STAMPING: E 76 X 1935
 JY0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0261
 JY0261  HISTORY     - Date     Condition        Report By
 JY0261  HISTORY     - 1935     MONUMENTED       CGS
 JY0261  HISTORY     - 1976     GOOD             NGS
 JY0261
 JY0261                          STATION DESCRIPTION
 JY0261
 JY0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JY0261'AT MECHANICSBURG.
 JY0261'AT MECHANICSBURG, ATHENS COUNTY, ON U.S. HIGHWAY 50, ABOUT 141
 JY0261'YARDS NORTH OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 31,
 JY0261'IN THE TOP OF THE NORTHWEST WING WALL OF A CONCRETE CULVERT, 9
 JY0261'YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT
 JY0261'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 76 X 1935.
 JY0261
 JY0261                          STATION RECOVERY (1976)
 JY0261
 JY0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0458 ***********************************************************************
 JY0458  DESIGNATION -  E 77
 JY0458  PID         -  JY0458
 JY0458  STATE/COUNTY-  OH/ROSS
 JY0458  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY0458
 JY0458                         *CURRENT SURVEY CONTROL
 JY0458  ___________________________________________________________________
 JY0458* NAD 83(1986)-  39 20 05.     (N)    082 58 15.     (W)     SCALED    
 JY0458* NAVD 88     -       191.324  (meters)     627.70   (feet)  ADJUSTED  
 JY0458  ___________________________________________________________________
 JY0458  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JY0458  DYNAMIC HT  -         191.207 (meters)     627.32  (feet)  COMP
 JY0458  MODELED GRAV-     980,012.4   (mgal)                       NAVD 88
 JY0458
 JY0458  VERT ORDER  -  FIRST     CLASS I
 JY0458
 JY0458.The horizontal coordinates were scaled from a topographic map and have
 JY0458.an estimated accuracy of +/- 6 seconds.
 JY0458
 JY0458.The orthometric height was determined by differential leveling
 JY0458.and adjusted by the National Geodetic Survey in June 1991..
 JY0458.WARNING-Repeat measurements at this control monument indicate possible
 JY0458.vertical movement.
 JY0458
 JY0458.The geoid height was determined by GEOID03.
 JY0458
 JY0458.The dynamic height is computed by dividing the NAVD 88
 JY0458.geopotential number by the normal gravity value computed on the
 JY0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0458.degrees latitude (g = 980.6199 gals.).
 JY0458
 JY0458.The modeled gravity was interpolated from observed gravity values.
 JY0458
 JY0458;                    North         East    Units  Estimated Accuracy
 JY0458;SPC OH S     -   148,280.      559,410.      MT  (+/- 180 meters Scaled)
 JY0458
 JY0458                          SUPERSEDED SURVEY CONTROL
 JY0458
 JY0458  NGVD 29 (06/03/91)  191.493  (m)          628.26   (f) ADJUSTED    1 1
 JY0458
 JY0458.Superseded values are not recommended for survey control.
 JY0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0458.See file dsdata.txt to determine how the superseded data were derived.
 JY0458
 JY0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD301557(NAD 83)
 JY0458_MARKER: DB = BENCH MARK DISK
 JY0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0458_STAMPING: E 77 1935
 JY0458_MARK LOGO: CGS   
 JY0458_PROJECTION: PROJECTING 10 CENTIMETERS
 JY0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0458+STABILITY: SURFACE MOTION
 JY0458
 JY0458  HISTORY     - Date     Condition        Report By
 JY0458  HISTORY     - 1935     MONUMENTED       CGS
 JY0458  HISTORY     - 1967     GOOD             NGS
 JY0458  HISTORY     - 1984     GOOD             NGS
 JY0458
 JY0458                          STATION DESCRIPTION
 JY0458
 JY0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0458'AT CHILLICOTHE.
 JY0458'AT CHILLICOTHE, ALONG THE BALTIMORE AND OHIO RAILROAD, NEAR
 JY0458'THE EAST MAIN STREET OVERPASS OVER THE TRACKS, ABOUT 75 YARDS
 JY0458'NORTHWEST OF AND ACROSS TRACKS FROM THE B AND O RR STATION,
 JY0458'50 FEET NORTHWEST OF THE NORTH END OF THE 4TH ROW OF CONCRETE
 JY0458'PIERS WEST FROM THE EAST ABUTMENT OF THE OVERPASS, 14 FEET
 JY0458'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK OF THE
 JY0458'B AND O RAILROAD, 12 FEET WEST OF THE WEST CURB OF SUGAR
 JY0458'STREET, 78.8 FEET EAST OF BENCH MARK F 77 DESCRIBED, 2 FEET
 JY0458'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 JY0458'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 JY0458
 JY0458                          STATION RECOVERY (1984)
 JY0458
 JY0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY0458'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN CHILLICOTHE,
 JY0458'AT THE END OF NORTH SUGAR STREET, 68.6 METERS (75 YARDS) NORTHWEST AND
 JY0458'ACROSS TRACKS FROM THE BALTIMORE AND OHIO RAILROAD STATION, 3.66
 JY0458'METERS (12.0 FT) WEST OF THE WEST CURB OF NORTH SUGAR STREET,
 JY0458'23.32 METERS (76.5 FT) SOUTH OF THE SOUTHEAST CORNER OF HOUSE 16,
 JY0458'4.14 METERS (13.6 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE MOST
 JY0458'NORTHEAST TRACK OF THE BALTIMORE AND OHIO RAILROAD, 0.24 METER (0.8
 JY0458'FT) EAST OF A HOG WIRE FENCE.
 JY0458'THE MARK IS 24.1 METERS  N FROM  BENCH MARK F 77
 JY0458'THE MARK IS 0.61 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1014 ***********************************************************************
 JY1014  DESIGNATION -  E 78
 JY1014  PID         -  JY1014
 JY1014  STATE/COUNTY-  OH/CLINTON
 JY1014  USGS QUAD   -  MARTINSVILLE (1960)
 JY1014
 JY1014                         *CURRENT SURVEY CONTROL
 JY1014  ___________________________________________________________________
 JY1014* NAD 83(1986)-  39 19 13.     (N)    083 47 42.     (W)     SCALED    
 JY1014* NAVD 88     -       334.392  (meters)    1097.08   (feet)  ADJUSTED  
 JY1014  ___________________________________________________________________
 JY1014  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 JY1014  DYNAMIC HT  -         334.196 (meters)    1096.44  (feet)  COMP
 JY1014  MODELED GRAV-     980,030.1   (mgal)                       NAVD 88
 JY1014
 JY1014  VERT ORDER  -  FIRST     CLASS II
 JY1014
 JY1014.The horizontal coordinates were scaled from a topographic map and have
 JY1014.an estimated accuracy of +/- 6 seconds.
 JY1014
 JY1014.The orthometric height was determined by differential leveling
 JY1014.and adjusted by the National Geodetic Survey in June 1991..
 JY1014
 JY1014.The geoid height was determined by GEOID03.
 JY1014
 JY1014.The dynamic height is computed by dividing the NAVD 88
 JY1014.geopotential number by the normal gravity value computed on the
 JY1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1014.degrees latitude (g = 980.6199 gals.).
 JY1014
 JY1014.The modeled gravity was interpolated from observed gravity values.
 JY1014
 JY1014;                    North         East    Units  Estimated Accuracy
 JY1014;SPC OH S     -   147,370.      488,340.      MT  (+/- 180 meters Scaled)
 JY1014
 JY1014                          SUPERSEDED SURVEY CONTROL
 JY1014
 JY1014  NGVD 29 (??/??/92)  334.545  (m)         1097.59   (f) ADJ UNCH    1 2
 JY1014
 JY1014.Superseded values are not recommended for survey control.
 JY1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1014.See file dsdata.txt to determine how the superseded data were derived.
 JY1014
 JY1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD590560(NAD 83)
 JY1014_MARKER: DB = BENCH MARK DISK
 JY1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1014_STAMPING: E 78 1935
 JY1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1014+STABILITY: SURFACE MOTION
 JY1014
 JY1014  HISTORY     - Date     Condition        Report By
 JY1014  HISTORY     - 1935     MONUMENTED       CGS
 JY1014  HISTORY     - 1984     MARK NOT FOUND   NGS
 JY1014
 JY1014                          STATION DESCRIPTION
 JY1014
 JY1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JY1014'1.1 MI E FROM MARTINSVILLE.
 JY1014'1.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY1014'STATION AT MARTINSVILLE, CLINTON COUNTY, 300 YARDS SOUTH OF THE
 JY1014'INTERSECTION OF STATE HIGHWAY 28 AND 134, AT THE CROSSING OF
 JY1014'STATE HGHWAY 134, 27 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JY1014'42 FEET NORTH OF THE NORTH RAIL, AND ABOUT ONE FOOT ABOVE THE
 JY1014'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED E 78 1935 AND
 JY1014'SET IN THE TOP OF A CONCRETE POST.
 JY1014
 JY1014                          STATION RECOVERY (1984)
 JY1014
 JY1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY1014'NOT RECOVERED, A CONCRETE POST WAS FOUND AT THE DESCRIBED LOCATION
 JY1014'WITH THE TOP BROKEN OFF, NO EVIDENCE OF THE DISK WAS FOUND, IT IS
 JY1014'BELIEVED TO HAVE BEEN DESTROYED WHEN A FARM ROAD WAS CONSTRUCTED IN
 JY1014'THE AREA JUST SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1484 ***********************************************************************
 HY1484  DESIGNATION -  E 79
 HY1484  PID         -  HY1484
 HY1484  STATE/COUNTY-  OH/SCIOTO
 HY1484  USGS QUAD   -  POND RUN (1984)
 HY1484
 HY1484                         *CURRENT SURVEY CONTROL
 HY1484  ___________________________________________________________________
 HY1484* NAD 83(1986)-  38 43 11.     (N)    083 08 44.     (W)     SCALED    
 HY1484* NAVD 88     -       185.032  (meters)     607.06   (feet)  ADJUSTED  
 HY1484  ___________________________________________________________________
 HY1484  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY1484  DYNAMIC HT  -         184.916 (meters)     606.68  (feet)  COMP
 HY1484  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 HY1484
 HY1484  VERT ORDER  -  SECOND    CLASS 0
 HY1484
 HY1484.The horizontal coordinates were scaled from a topographic map and have
 HY1484.an estimated accuracy of +/- 6 seconds.
 HY1484
 HY1484.The orthometric height was determined by differential leveling
 HY1484.and adjusted by the National Geodetic Survey in June 1991..
 HY1484
 HY1484.The geoid height was determined by GEOID03.
 HY1484
 HY1484.The dynamic height is computed by dividing the NAVD 88
 HY1484.geopotential number by the normal gravity value computed on the
 HY1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1484.degrees latitude (g = 980.6199 gals.).
 HY1484
 HY1484.The modeled gravity was interpolated from observed gravity values.
 HY1484
 HY1484;                    North         East    Units  Estimated Accuracy
 HY1484;SPC OH S     -    80,100.      543,860.      MT  (+/- 180 meters Scaled)
 HY1484
 HY1484                          SUPERSEDED SURVEY CONTROL
 HY1484
 HY1484  NGVD 29 (??/??/92)  185.224  (m)          607.69   (f) ADJ UNCH    2 0
 HY1484
 HY1484.Superseded values are not recommended for survey control.
 HY1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1484.See file dsdata.txt to determine how the superseded data were derived.
 HY1484
 HY1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC134878(NAD 83)
 HY1484_MARKER: DB = BENCH MARK DISK
 HY1484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1484_SP_SET: CULVERT
 HY1484_STAMPING: E 79 1935
 HY1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1484
 HY1484  HISTORY     - Date     Condition        Report By
 HY1484  HISTORY     - 1935     MONUMENTED       CGS
 HY1484  HISTORY     - 1948     GOOD             NGS
 HY1484
 HY1484                          STATION DESCRIPTION
 HY1484
 HY1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HY1484'3.2 MI W FROM FRIENDSHIP.
 HY1484'3.2 MILES WEST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 HY1484'FRIENDSHIP, SCIOTO COUNTY, 42 YARDS NORTHEAST OF THE NORTHEAST
 HY1484'CORNER OF THE MRS. J. CUPPETT HOUSE, 20 YARDS SOUTHEAST OF A
 HY1484'FENCE CORNER, IN THE TOP OF THE NORTHEAST WING WALL OF A CONCRETE
 HY1484'CULVERT, 21 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 HY1484'LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED E 79 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0986 ***********************************************************************
 MB0986  DESIGNATION -  E 8
 MB0986  PID         -  MB0986
 MB0986  STATE/COUNTY-  OH/ASHTABULA
 MB0986  USGS QUAD   -  CONNEAUT (1996)
 MB0986
 MB0986                         *CURRENT SURVEY CONTROL
 MB0986  ___________________________________________________________________
 MB0986* NAD 83(1986)-  41 56 58.     (N)    080 33 33.     (W)     SCALED    
 MB0986* NAVD 88     -       199.641  (meters)     654.99   (feet)  ADJUSTED  
 MB0986  ___________________________________________________________________
 MB0986  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 MB0986  DYNAMIC HT  -         199.570 (meters)     654.76  (feet)  COMP
 MB0986  MODELED GRAV-     980,266.0   (mgal)                       NAVD 88
 MB0986
 MB0986  VERT ORDER  -  FIRST     CLASS II
 MB0986
 MB0986.The horizontal coordinates were scaled from a topographic map and have
 MB0986.an estimated accuracy of +/- 6 seconds.
 MB0986
 MB0986.The orthometric height was determined by differential leveling
 MB0986.and adjusted by the National Geodetic Survey in June 1991..
 MB0986
 MB0986.The geoid height was determined by GEOID03.
 MB0986
 MB0986.The dynamic height is computed by dividing the NAVD 88
 MB0986.geopotential number by the normal gravity value computed on the
 MB0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0986.degrees latitude (g = 980.6199 gals.).
 MB0986
 MB0986.The modeled gravity was interpolated from observed gravity values.
 MB0986
 MB0986;                    North         East    Units  Estimated Accuracy
 MB0986;SPC OH N     -   255,300.      760,920.      MT  (+/- 180 meters Scaled)
 MB0986
 MB0986                          SUPERSEDED SURVEY CONTROL
 MB0986
 MB0986  NGVD 29 (06/03/92)  199.843  (m)          655.65   (f) ADJUSTED    1 2
 MB0986
 MB0986.Superseded values are not recommended for survey control.
 MB0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0986.See file dsdata.txt to determine how the superseded data were derived.
 MB0986
 MB0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG365442(NAD 83)
 MB0986_MARKER: DB = BENCH MARK DISK
 MB0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0986_SP_SET: WALL
 MB0986_STAMPING: E 8 1934
 MB0986_MARK LOGO: CGS   
 MB0986_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0986
 MB0986  HISTORY     - Date     Condition        Report By
 MB0986  HISTORY     - 1934     MONUMENTED       CGS
 MB0986  HISTORY     - 1941     GOOD             NGS
 MB0986  HISTORY     - 1941     GOOD             NGS
 MB0986  HISTORY     - 1981     GOOD             NGS
 MB0986  HISTORY     - 1988     GOOD             USPSQD
 MB0986  HISTORY     - 19900101 GOOD             OHDT
 MB0986  HISTORY     - 19920820 GOOD             USPSQD
 MB0986
 MB0986                          STATION DESCRIPTION
 MB0986
 MB0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MB0986'AT CONNEAUT.
 MB0986'AT CONNEAUT, ASHTABULA COUNTY, AT THE NORTHWEST CORNER OF THE NEW
 MB0986'YORK CENTRAL RAILROAD STATION, IN THE NORTH WALL, 33 FEET SOUTH
 MB0986'OF THE SOUTH RAIL OF THE SOUTH TRACK, AND 4.7 FEET ABOVE THE
 MB0986'GROUND.  A STANDARD DISK, STAMPED E 8 1934 AND SET VERTICALLY.
 MB0986
 MB0986                          STATION RECOVERY (1941)
 MB0986
 MB0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MB0986'RECOVERED IN GOOD CONDITION.
 MB0986
 MB0986                          STATION RECOVERY (1981)
 MB0986
 MB0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB0986'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MB0986'IN CONNEAUT, AT THE JUNCTION OF SANDUSKY AND DEPOT STREETS, THE MARK
 MB0986'IS SET VERTICALLY IN THE NORTH FACE OF THE CONNEAUT HISTORICAL
 MB0986'RAILROAD MUSEUM (OLD RAILROAD STATION) AND NEAR THE NORTHWEST CORNER
 MB0986'OF THE BUILDING, 10.05 METERS (33.0 FEET) SOUTH OF THE SOUTH RAIL OF
 MB0986'THE TRACKS AND 0.49 METER (1.6 FEET) EAST OF THE NORTHWEST CORNER OF
 MB0986'THE BUILDING.
 MB0986'THE MARK IS 1.43 M ABOVE THE GROUND.
 MB0986
 MB0986                          STATION RECOVERY (1988)
 MB0986
 MB0986'RECOVERY NOTE BY US POWER SQUADRON 1988 (KM)
 MB0986'RECOVERED IN GOOD CONDITION.
 MB0986
 MB0986                          STATION RECOVERY (1990)
 MB0986
 MB0986'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (PT)
 MB0986'RECOVERED IN GOOD CONDITION.
 MB0986
 MB0986                          STATION RECOVERY (1992)
 MB0986
 MB0986'RECOVERY NOTE BY US POWER SQUADRON 1992 (BO)
 MB0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1919 ***********************************************************************
 HY1919  DESIGNATION -  E 80
 HY1919  PID         -  HY1919
 HY1919  STATE/COUNTY-  OH/ADAMS
 HY1919  USGS QUAD   -  DECATUR (1961)
 HY1919
 HY1919                         *CURRENT SURVEY CONTROL
 HY1919  ___________________________________________________________________
 HY1919* NAD 83(1986)-  38 48 31.     (N)    083 39 56.     (W)     SCALED    
 HY1919* NAVD 88     -       234.016  (meters)     767.77   (feet)  ADJUSTED  
 HY1919  ___________________________________________________________________
 HY1919  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 HY1919  DYNAMIC HT  -         233.864 (meters)     767.27  (feet)  COMP
 HY1919  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 HY1919
 HY1919  VERT ORDER  -  SECOND    CLASS 0
 HY1919
 HY1919.The horizontal coordinates were scaled from a topographic map and have
 HY1919.an estimated accuracy of +/- 6 seconds.
 HY1919
 HY1919.The orthometric height was determined by differential leveling
 HY1919.and adjusted by the National Geodetic Survey in June 1991..
 HY1919
 HY1919.The geoid height was determined by GEOID03.
 HY1919
 HY1919.The dynamic height is computed by dividing the NAVD 88
 HY1919.geopotential number by the normal gravity value computed on the
 HY1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1919.degrees latitude (g = 980.6199 gals.).
 HY1919
 HY1919.The modeled gravity was interpolated from observed gravity values.
 HY1919
 HY1919;                    North         East    Units  Estimated Accuracy
 HY1919;SPC OH S     -    90,420.      498,770.      MT  (+/- 180 meters Scaled)
 HY1919
 HY1919                          SUPERSEDED SURVEY CONTROL
 HY1919
 HY1919  NGVD 29 (??/??/92)  234.212  (m)          768.41   (f) ADJ UNCH    2 0
 HY1919
 HY1919.Superseded values are not recommended for survey control.
 HY1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1919.See file dsdata.txt to determine how the superseded data were derived.
 HY1919
 HY1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC685989(NAD 83)
 HY1919_MARKER: DD = SURVEY DISK
 HY1919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1919_SP_SET: BRIDGE POST
 HY1919_STAMPING: E 80 1935
 HY1919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1919
 HY1919  HISTORY     - Date     Condition        Report By
 HY1919  HISTORY     - 1935     MONUMENTED       OHGS
 HY1919  HISTORY     - 1935     GOOD             NGS
 HY1919
 HY1919                          STATION DESCRIPTION
 HY1919
 HY1919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1919'7.2 MI W FROM WEST UNION.
 HY1919'7.2 MILES WEST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 HY1919'WEST UNION, ADAMS COUNTY, 75 YARDS NORTHWEST OF THE EAST CONCRETE
 HY1919'POST OF THE NORTH GUARD RAIL OF A CONCRETE BRIDGE, 12 FEET NORTH
 HY1919'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET ABOVE THE
 HY1919'LEVEL OF THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED E 80
 HY1919'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1058 ***********************************************************************
 MB1058  DESIGNATION -  E 9
 MB1058  PID         -  MB1058
 MB1058  STATE/COUNTY-  OH/LAKE
 MB1058  USGS QUAD   -  EASTLAKE (1994)
 MB1058
 MB1058                         *CURRENT SURVEY CONTROL
 MB1058  ___________________________________________________________________
 MB1058* NAD 83(1986)-  41 39 23.     (N)    081 22 39.     (W)     SCALED    
 MB1058* NAVD 88     -       199.280  (meters)     653.80   (feet)  POSTED    
 MB1058  ___________________________________________________________________
 MB1058  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 MB1058  DYNAMIC HT  -         199.210 (meters)     653.57  (feet)  COMP
 MB1058  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 MB1058
 MB1058  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MB1058
 MB1058.The horizontal coordinates were scaled from a topographic map and have
 MB1058.an estimated accuracy of +/- 6 seconds.
 MB1058
 MB1058.The orthometric height was determined by differential leveling
 MB1058.and adjusted by the National Geodetic Survey in 1992..
 MB1058.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MB1058.rate of 0.0 thru 1.0 mm/km.
 MB1058
 MB1058.The geoid height was determined by GEOID03.
 MB1058
 MB1058.The dynamic height is computed by dividing the NAVD 88
 MB1058.geopotential number by the normal gravity value computed on the
 MB1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1058.degrees latitude (g = 980.6199 gals.).
 MB1058
 MB1058.The modeled gravity was interpolated from observed gravity values.
 MB1058
 MB1058;                    North         East    Units  Estimated Accuracy
 MB1058;SPC OH N     -   221,560.      693,500.      MT  (+/- 180 meters Scaled)
 MB1058
 MB1058                          SUPERSEDED SURVEY CONTROL
 MB1058
 MB1058  NGVD 29 (??/??/92)  199.507  (m)          654.55   (f) ADJ UNCH    1 2
 MB1058
 MB1058.Superseded values are not recommended for survey control.
 MB1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1058.See file dsdata.txt to determine how the superseded data were derived.
 MB1058
 MB1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG685116(NAD 83)
 MB1058_MARKER: DB = BENCH MARK DISK
 MB1058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1058_SP_SET: CULVERT
 MB1058_STAMPING: E 9 1934
 MB1058_MARK LOGO: CGS   
 MB1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1058
 MB1058  HISTORY     - Date     Condition        Report By
 MB1058  HISTORY     - 1934     MONUMENTED       CGS
 MB1058  HISTORY     - 1981     GOOD             NGS
 MB1058
 MB1058                          STATION DESCRIPTION
 MB1058
 MB1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1058'1.8 MI E FROM WILLOUGHBY.
 MB1058'1.8 MILES EAST ALONG THE NEW CENTRAL RAILROAD FROM THE STATION
 MB1058'AT WILLOUGHBY, LAKE COUNTY, AT REYNOLDS FLAG STOP, 75 FEET
 MB1058'NORTHEAST OF MILEPOST 377, 59 FEET SOUTHWEST OF THE CENTER OF
 MB1058'A DIRTROAD CROSSING, AT A CULVERT, IN THE TOP OF THE SOUTHEAST
 MB1058'END OF THE NORTHEAST CONCRETE HEADWALL, 9 FEET NORTHEAST OF THE
 MB1058'NORTHEAST RAIL, AND 1 FOOT LOWER THAN THE BASE OF THE RAIL.  A
 MB1058'STANDARD DISK, STAMPED E 9 1934.
 MB1058
 MB1058                          STATION RECOVERY (1981)
 MB1058
 MB1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1058'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MB1058'0.4 KILOMETER (0.25 MILE) NORTH ALONG STATE HIGHWAY 306 FROM THE
 MB1058'JUNCTION OF US HIGHWAY 20 IN BRENTWOOD, TO THE CONRAIL RAILROAD
 MB1058'CROSSING AND THE MARK ON THE LEFT, 17.98 METERS (59.0 FEET) SOUTHWEST
 MB1058'OF THE CENTER LINE OF THE HIGHWAY, 2.74 METERS (9.0 FEET) NORTHEAST OF
 MB1058'THE NORTHEAST RAIL.  NOTE-STATE HIGHWAY 306 IS BEING REROUTED AND THE
 MB1058'CULVERT THAT THE MARK IS SET IN WILL BE DESTROYED IN JULY 1981.
 MB1058'THE MARK IS 0.3 M BELOW RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3376 ***********************************************************************
 KY3376  DESIGNATION -  E CANTON
 KY3376  PID         -  KY3376
 KY3376  STATE/COUNTY-  OH/STARK
 KY3376  USGS QUAD   -  CANTON EAST (1985)
 KY3376
 KY3376                         *CURRENT SURVEY CONTROL
 KY3376  ___________________________________________________________________
 KY3376* NAD 83(1995)-  40 47 15.73119(N)    081 18 10.49121(W)     ADJUSTED  
 KY3376* NAVD 88     -       371.8    (meters)    1220.     (feet)  GPS OBS   
 KY3376  ___________________________________________________________________
 KY3376  X           -     731,296.753 (meters)                     COMP
 KY3376  Y           -  -4,780,671.923 (meters)                     COMP
 KY3376  Z           -   4,144,822.702 (meters)                     COMP
 KY3376  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 KY3376  ELLIP HEIGHT-         338.49  (meters)          (10/07/05) GPS OBS
 KY3376  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KY3376
 KY3376  HORZ ORDER  -  SECOND
 KY3376  ELLP ORDER  -  FOURTH    CLASS I
 KY3376
 KY3376.The horizontal coordinates were established by classical geodetic methods
 KY3376.and adjusted by the National Geodetic Survey in April 1998..
 KY3376
 KY3376.The orthometric height was determined by GPS observations and a
 KY3376.high-resolution geoid model.
 KY3376
 KY3376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3376
 KY3376.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3376
 KY3376.The ellipsoidal height was determined by GPS observations
 KY3376.and is referenced to NAD 83.
 KY3376
 KY3376.The geoid height was determined by GEOID03.
 KY3376
 KY3376;                    North         East     Units Scale Factor Converg.
 KY3376;SPC OH N     -   125,179.813   701,031.380   MT  0.99995102   +0 47 11.1
 KY3376;UTM  17      - 4,515,234.661   474,442.866   MT  0.99960804   -0 11 52.4
 KY3376
 KY3376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3376!SPC OH N     -   0.99994691  x   0.99995102  =   0.99989793
 KY3376!UTM  17      -   0.99994691  x   0.99960804  =   0.99955497
 KY3376
 KY3376:                Primary Azimuth Mark                     Grid Az
 KY3376:SPC OH N     -  CANTON OH BELL POLICE RAD TWR            001 31 02.0
 KY3376:UTM  17      -  CANTON OH BELL POLICE RAD TWR            002 30 05.5
 KY3376
 KY3376|---------------------------------------------------------------------|
 KY3376| PID    Reference Object                     Distance      Geod. Az  |
 KY3376|                                                           dddmmss.s |
 KY3376| KY3377 CANTON OH BELL POLICE RAD TWR       478.821 METERS 0021813.1 |
 KY3376| KY3378 EAST CANTON STARK BRICK TANK        APPROX. 0.8 KM 0982159.9 |
 KY3376| CC9859 E CANTON RM 1                        15.613 METERS 18240     |
 KY3376| KY3350 WACO                                APPROX. 4.4 KM 1945928.2 |
 KY3376| CC9860 E CANTON RM 2                        12.263 METERS 26542     |
 KY3376| KY3381 CANTON OHIO POWER CO PLT STK        APPROX. 5.7 KM 2794004.0 |
 KY3376|---------------------------------------------------------------------|
 KY3376
 KY3376                          SUPERSEDED SURVEY CONTROL
 KY3376
 KY3376  ELLIP H (04/01/98)  338.52   (m)                       GP(       ) 4 1
 KY3376  NAD 83(1986)-  40 47 15.73965(N)    081 18 10.49847(W) AD(       ) 2
 KY3376  NAD 27      -  40 47 15.52818(N)    081 18 11.09591(W) AD(       ) 2
 KY3376
 KY3376.Superseded values are not recommended for survey control.
 KY3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3376.See file dsdata.txt to determine how the superseded data were derived.
 KY3376
 KY3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7444315235(NAD 83)
 KY3376_MARKER: DS = TRIANGULATION STATION DISK
 KY3376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3376_SP_SET: CONCRETE POST
 KY3376_STAMPING: E. CANTON 1950
 KY3376_MARK LOGO: CGS   
 KY3376_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY3376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3376+STABILITY: SURFACE MOTION
 KY3376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3376+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1993
 KY3376
 KY3376  HISTORY     - Date     Condition        Report By
 KY3376  HISTORY     - 1950     MONUMENTED       CGS
 KY3376  HISTORY     - 1950     GOOD             CGS
 KY3376  HISTORY     - 1969     GOOD             THOMAS
 KY3376  HISTORY     - 19911122 GOOD             OHDT
 KY3376  HISTORY     - 19931217 GOOD             GEOMET
 KY3376  HISTORY     - 20041106 GOOD             USPSQD
 KY3376
 KY3376                          STATION DESCRIPTION
 KY3376
 KY3376'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3376'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST-NORTHEAST OF CANTON AND
 KY3376'1.0 MILE WEST OF EAST
 KY3376'CANTON ON THE NORTH SIDE OF U.S. HIGHWAY NO 30 AND ON THE GROUNDS OF
 KY3376'KEN STONES GOLF DRIVING RANGE.  IT
 KY3376'IS 25 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO 30,
 KY3376'22 FEET SOUTH OF WITNESS POST AND ABOUT 200 FEET
 KY3376'SOUTHWEST OF THE GOLF DRIVING RANGE
 KY3376'OFFICE.  IT IS STAMPED E. CANTON 1950 AND SET FLUSH WITH THE GROUND
 KY3376'SURFACE.
 KY3376'
 KY3376'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 25 FEET SOUTH OF THE
 KY3376'CENTER OF U.S.  HIGHWAY NO 30
 KY3376'AND 1 FOOT NORTH OF TELEPHONE POLE.  IT IS STAMPED E. CANTON NO 1
 KY3376'1950 AND SET FLUSH WITH THE
 KY3376'GROUND SURFACE.
 KY3376'
 KY3376'REFERENCE MARK NO 2 IS WEST OF THE STATION, 3 FEET NORTH OF THE NORTH
 KY3376'CURBING OF U.S. HIGHWAY NO 30
 KY3376'AND 1 FOOT EAST OF POWER LINE POLE.  IT IS STAMPED E. CANTON NO 2
 KY3376'1950 AND SET FLUSH WITH THE GROUND
 KY3376'SURFACE.
 KY3376'
 KY3376'TRIANGULATION STATION WACO WAS USED AS AZIMUTH MARK.  SEE DESCRIPTION
 KY3376'TO WACO.
 KY3376'
 KY3376'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 30 AND
 KY3376'STATE ROUTE NO 172 IN EAST
 KY3376'CANTON, GO WEST ON U.S. HIGHWAY NO 30 FOR 0.9 MILE TO TOP OF HILL AND
 KY3376'KEN STONES GOLF DRIVING RANGE
 KY3376'ON THE NORTH SIDE AND STATION JUST SOUTHWEST AS
 KY3376'DESCRIBED.
 KY3376'
 KY3376'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 KY3376
 KY3376                          STATION RECOVERY (1950)
 KY3376
 KY3376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KY3376'RECOVERED IN GOOD CONDITION.
 KY3376
 KY3376                          STATION RECOVERY (1969)
 KY3376
 KY3376'RECOVERY NOTE BY THOMAS ENG AND SURV 1969 (CES)
 KY3376'E. CANTON 1950 RECOVERED GOOD.
 KY3376'
 KY3376'E. CANTON NO. 1 1950 RECOVERED GOOD.
 KY3376'
 KY3376'E. CANTON NO. 2 1950 RECOVERED GOOD.
 KY3376'
 KY3376'NO CHANGES NECESSARY.
 KY3376
 KY3376                          STATION RECOVERY (1991)
 KY3376
 KY3376'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 KY3376'----- REPORT BY ODOT ---------1991--------- CONDITION (E.CONTON NO.1
 KY3376'1950 UNKNOWN.)(E. CANTON NO.2 1950 GOOD.)(E.CANTON 1950 GOOD)--------
 KY3376
 KY3376                          STATION RECOVERY (1993)
 KY3376
 KY3376'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 KY3376'RECOVERED IN GOOD CONDITION.
 KY3376
 KY3376                          STATION RECOVERY (2004)
 KY3376
 KY3376'RECOVERY NOTE BY US POWER SQUADRON 2004
 KY3376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3178 ***********************************************************************
 JZ3178  DESIGNATION -  E E STEVENS
 JZ3178  PID         -  JZ3178
 JZ3178  STATE/COUNTY-  OH/HAMILTON
 JZ3178  USGS QUAD   -  SHANDON (1981)
 JZ3178
 JZ3178                         *CURRENT SURVEY CONTROL
 JZ3178  ___________________________________________________________________
 JZ3178* NAD 83(1995)-  39 15 05.12612(N)    084 40 53.45376(W)     ADJUSTED  
 JZ3178* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 JZ3178  ___________________________________________________________________
 JZ3178  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 JZ3178  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JZ3178
 JZ3178  HORZ ORDER  -  FIRST
 JZ3178
 JZ3178.The horizontal coordinates were established by classical geodetic methods
 JZ3178.and adjusted by the National Geodetic Survey in April 1998..
 JZ3178
 JZ3178.The orthometric height was scaled from a topographic map.
 JZ3178
 JZ3178.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3178
 JZ3178.The geoid height was determined by GEOID03.
 JZ3178
 JZ3178;                    North         East     Units Scale Factor Converg.
 JZ3178;SPC OH S     -   141,198.821   411,723.713   MT  0.99993859   -1 23 03.2
 JZ3178;SPC IN E     -   444,870.494   185,035.314   MT  1.00005567   +0 37 24.1
 JZ3178;SPC IN E     - 1,459,545.95    607,070.03   sFT  1.00005567   +0 37 24.1
 JZ3178;UTM  16      - 4,347,239.848   700,060.243   MT  1.00009283   +1 28 02.8
 JZ3178
 JZ3178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3178!SPC OH S     -   0.99996407  x   0.99993859  =   0.99990266
 JZ3178!SPC IN E     -   0.99996407  x   1.00005567  =   1.00001974
 JZ3178!UTM  16      -   0.99996407  x   1.00009283  =   1.00005690
 JZ3178
 JZ3178|---------------------------------------------------------------------|
 JZ3178| PID    Reference Object                     Distance      Geod. Az  |
 JZ3178|                                                           dddmmss.s |
 JZ3178| CF2792 E E STEVENS RM 1                     46.220 METERS 11141     |
 JZ3178| CF2791 E E STEVENS AZ MK                                  1640720.9 |
 JZ3178| JZ3263 CINCINNATI INDIANAP AWY BN 1        APPROX. 8.0 KM 2724419.4 |
 JZ3178| CF2793 E E STEVENS RM 2                     38.664 METERS 28850     |
 JZ3178|---------------------------------------------------------------------|
 JZ3178
 JZ3178                          SUPERSEDED SURVEY CONTROL
 JZ3178
 JZ3178  NAD 83(1995)-  39 15 05.13191(N)    084 40 53.46149(W) AD(       ) 1
 JZ3178  NAD 83(1986)-  39 15 05.12989(N)    084 40 53.46419(W) AD(       ) 1
 JZ3178  NAD 27      -  39 15 04.92800(N)    084 40 53.65000(W) AD(       ) 1
 JZ3178
 JZ3178.Superseded values are not recommended for survey control.
 JZ3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3178.See file dsdata.txt to determine how the superseded data were derived.
 JZ3178
 JZ3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0006047240(NAD 83)
 JZ3178_MARKER: DS = TRIANGULATION STATION DISK
 JZ3178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3178
 JZ3178  HISTORY     - Date     Condition        Report By
 JZ3178  HISTORY     - 1947     MONUMENTED       CGS
 JZ3178  HISTORY     - 1963     MARK NOT FOUND   OH1610
 JZ3178
 JZ3178                          STATION DESCRIPTION
 JZ3178
 JZ3178'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3178'STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF MIAMITOWN AND 3/4
 JZ3178'MILE SOUTH OF THE MIAMI RIVER ON LAND OWNED BY MR. EDWIN E.
 JZ3178'STEVENS ABOUT 1/3 MILE NORTH OF THOMPSON ROAD AND 62 FEET SOUTH OF
 JZ3178'THE SOUTHWEST CORNER OF A NEW CEMENT BLOCK CABIN. THE MARK IS 12
 JZ3178'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED E E
 JZ3178'STEVENS 1947.
 JZ3178'
 JZ3178'REFERENCE MARK NO. 1 IS 151.64 FEET EAST-SOUTHEAST OF THE STATION AND
 JZ3178'18 FEET EAST OF THE CENTERLINE OF TRACK ROAD.  THE MARK PROJECTS
 JZ3178'2 INCHES AND THE DISK IS STAMPED E E STEVENS NO 1 1947.
 JZ3178'
 JZ3178'REFERENCE MARK NO.2 IS 126.85 FEET WEST-NORTHWEST OF THE STATION AND
 JZ3178'17 FEET NORTH OF THE CENTERLINE OF TRACK ROAD.  THE MARK PROJECTS
 JZ3178'2 INCHES AND THE DISK IS STAMPED E E STEVENS NO 2 1947.
 JZ3178'
 JZ3178'THE AZIMUTH MARK IS 0.2 MILE SOUTH-SOUTHEAST OF THE STATION, 183
 JZ3178'FEET EAST OF A NORTH-SOUTH FENCE AND 100 FEET EAST OF THE
 JZ3178'CENTERLINE OF TRACK ROAD. THE MARK IS FLUSH WITH THE GROUND AND THE
 JZ3178'DISK IS STAMPED E E STEVENS 1947.
 JZ3178'
 JZ3178'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 52 AND
 JZ3178'BY-PASS U.S. HIGHWAY 50 AT THE TRAFFIC LIGHT IN MIAMITOWN, GO
 JZ3178'EAST ON U.S. HIGHWAY 52 FOR 1.4 MILES TO ALTHAUS ROAD LEFT. TURN LEFT
 JZ3178'AND GO NORTH ON ALTHAUS ROAD FOR 1.45 MILES TO THOMPSON ROAD.
 JZ3178'TURN LEFT AND FOLLOW THOMPSON ROAD NORTHWEST FOR 1.2 MILES TO A RED
 JZ3178'BARN ON THE LEFT, STRHMEIERS MAILBOX AND A WIRE GATE ON THE
 JZ3178'RIGHT. TURN RIGHT THROUGH GATE AND FOLLOW TRACK ROAD NORTH ACROSS
 JZ3178'OPEN FIELD FOR 0.15 MILE TO THE AZIMUTH MARK ON RIGHT ON A
 JZ3178'SMALL KNOLL. CONTINUE NORTH ON TRACK ROAD FOR 0.15 MILE TO
 JZ3178'GATE. PASS THROUGH GATE AND FOLLOW TRACK ROAD NORTH AND WEST FOR 0.05
 JZ3178'MILE TO A SMALL CABIN ON THE RIGHT AND THE STATION ON THE
 JZ3178'LEFT AS DESCRIBED.
 JZ3178'
 JZ3178'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JZ3178
 JZ3178                          STATION RECOVERY (1963)
 JZ3178
 JZ3178'RECOVERY NOTE BY CITY OF CINCINNATI OHIO 1963 (PKQ)
 JZ3178'DID NOT RECOVER BUT PROBABLY O.K.
 JZ3178'
 JZ3178'THE OWNER OF PROPERTY UPON WHICH THE MARK IS LOCATED (EDMUND HAMMOND
 JZ3178'NO. 7360, TREETOP LANE) REPORTS THAT IT IS STILL IN POSITION BUT IS
 JZ3178'COVERED WITH ADDITIONAL FILL.  IT CAN PROBABLY BE RECOVERED USING
 JZ3178'R.M. NO. 1 AND NO. 2 FOR WHICH WE ARE FURNISHING NEW DESCRIPTIONS.
 JZ3178'
 JZ3178'NOTE--ARROW ON MARK DOES NOT POINT TO STATION.
 JZ3178'
 JZ3178'AZ MK------ TREETOP LANE APPROXIMATELY 0.15 MI. N. OF THOMPSON RD.
 JZ3178'MARK IS 30.2 FEET E OF THE CENTERLINE OF TREETOP LANE (A GRAVEL
 JZ3178'ROAD), E 10 FEET S OF THE PRODUCED N LINE OF A 1 STORY BRICK HOUSE
 JZ3178'NO. 7370 AND 74.7 FEET SE OF POLE NO. 130H116E.
 JZ3178'
 JZ3178'RM 2----- LITTLEFIELD LANE JUST W. OF TREETOP LANE.  MARK IS 106 FEET
 JZ3178'N. OF THE CENTERLINE OF LITTLEFIELD LANE (A GRAVEL ROAD), 87.2 FEET
 JZ3178'W. OF THE NW. CORNER OF A 1 STORY BRICK HOUSE NO. 7360 TREETOP LN.
 JZ3178'AND 81.5 FEET W. OF THE SW. OF SAID HOUSE.
 JZ3178'
 JZ3178'RM 1------ TREETOP LANE APPROXIMATELY 0.3 MI N OF THOMPSON RD.  MARK
 JZ3178'IS 10.7 FEET E. OF THE CENTERLINE TREETOP LANE (A GRAVEL ROAD), 21.9
 JZ3178'FEET S. OF POLE NO. 130H133E AND 30.8 FEET SE. OF POLE NO.
 JZ3178'130H132E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1308 ***********************************************************************
 JY1308  DESIGNATION -  E FULTONHAM COL SO CHEM TANK
 JY1308  PID         -  JY1308
 JY1308  STATE/COUNTY-  OH/MUSKINGUM
 JY1308  USGS QUAD   -  CROOKSVILLE (1994)
 JY1308
 JY1308                         *CURRENT SURVEY CONTROL
 JY1308  ___________________________________________________________________
 JY1308* NAD 83(1995)-  39 51 24.74549(N)    082 07 06.77571(W)     ADJUSTED  
 JY1308* NAVD 88     -                                                        
 JY1308  ___________________________________________________________________
 JY1308  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 JY1308  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JY1308
 JY1308  HORZ ORDER  -  THIRD
 JY1308
 JY1308.The horizontal coordinates were established by classical geodetic methods
 JY1308.and adjusted by the National Geodetic Survey in April 1998..
 JY1308
 JY1308
 JY1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1308
 JY1308.The geoid height was determined by GEOID03.
 JY1308
 JY1308;                    North         East     Units Scale Factor Converg.
 JY1308;SPC OH S     -   206,210.380   632,640.414   MT  0.99996985   +0 14 31.3
 JY1308;UTM  17      - 4,412,470.380   404,320.866   MT  0.99971270   -0 43 00.8
 JY1308
 JY1308                          SUPERSEDED SURVEY CONTROL
 JY1308
 JY1308  NAD 83(1986)-  39 51 24.75038(N)    082 07 06.78560(W) AD(       ) 4
 JY1308  NAD 27      -  39 51 24.51000(N)    082 07 07.26900(W) AD(       ) 3
 JY1308
 JY1308.Superseded values are not recommended for survey control.
 JY1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1308.See file dsdata.txt to determine how the superseded data were derived.
 JY1308
 JY1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME0432112470(NAD 83)
 JY1308_MARKER: 53 = ELEVATED TANK
 JY1308
 JY1308  HISTORY     - Date     Condition        Report By
 JY1308  HISTORY     - 1959     FIRST OBSERVED   CGS
 JY1308
 JY1308                          STATION DESCRIPTION
 JY1308
 JY1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JY1308'THE STATION IS THE SMALL WOODEN SPIRE AT THE TOP CENTER OF THE ROUND
 JY1308'WOODEN TANK WHICH IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND IS
 JY1308'75 FEET IN HEIGHT OVERALL.
 JY1308'
 JY1308'THE TANK IS ABOUT 1/4 MILE SOUTHWEST OF THE COLUMBIA PORTLAND CEMENT
 JY1308'PLANT, AT THE EAST EDGE OF EAST FULTONHAM AND ABOUT 50 YARDS WEST OF
 JY1308'U.S. HIGHWAY 22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0318 ***********************************************************************
 KZ0318  DESIGNATION -  E I52
 KZ0318  PID         -  KZ0318
 KZ0318  STATE/COUNTY-  OH/RICHLAND
 KZ0318  USGS QUAD   -  LUCAS (1961)
 KZ0318
 KZ0318                         *CURRENT SURVEY CONTROL
 KZ0318  ___________________________________________________________________
 KZ0318* NAD 83(1986)-  40 39 30.     (N)    082 22 38.     (W)     SCALED    
 KZ0318* NAVD 88     -       355.727  (meters)    1167.08   (feet)  ADJUSTED  
 KZ0318  ___________________________________________________________________
 KZ0318  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KZ0318  DYNAMIC HT  -         355.554 (meters)    1166.51  (feet)  COMP
 KZ0318  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 KZ0318
 KZ0318  VERT ORDER  -  SECOND    CLASS 0
 KZ0318
 KZ0318.The horizontal coordinates were scaled from a topographic map and have
 KZ0318.an estimated accuracy of +/- 6 seconds.
 KZ0318
 KZ0318.The orthometric height was determined by differential leveling
 KZ0318.and adjusted by the National Geodetic Survey in June 1991..
 KZ0318
 KZ0318.The geoid height was determined by GEOID03.
 KZ0318
 KZ0318.The dynamic height is computed by dividing the NAVD 88
 KZ0318.geopotential number by the normal gravity value computed on the
 KZ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0318.degrees latitude (g = 980.6199 gals.).
 KZ0318
 KZ0318.The modeled gravity was interpolated from observed gravity values.
 KZ0318
 KZ0318;                    North         East    Units  Estimated Accuracy
 KZ0318;SPC OH N     -   110,130.      610,380.      MT  (+/- 180 meters Scaled)
 KZ0318
 KZ0318                          SUPERSEDED SURVEY CONTROL
 KZ0318
 KZ0318  NGVD 29 (??/??/92)  355.90   (m)         1167.6    (f) COMPUTED    2 0
 KZ0318
 KZ0318.Superseded values are not recommended for survey control.
 KZ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0318.See file dsdata.txt to determine how the superseded data were derived.
 KZ0318
 KZ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF835017(NAD 83)
 KZ0318_MARKER: DB = BENCH MARK DISK
 KZ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0318_STAMPING: E 252 1959
 KZ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0318+STABILITY: SURFACE MOTION
 KZ0318
 KZ0318  HISTORY     - Date     Condition        Report By
 KZ0318  HISTORY     - 1959     MONUMENTED       CGS
 KZ0318  HISTORY     - 1990     GOOD             USPSQD
 KZ0318
 KZ0318                          STATION DESCRIPTION
 KZ0318
 KZ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0318'2 MI NE FROM NEWVILLE.
 KZ0318'ABOUT 1.1 MILES NORTHEAST ALONG STATE HIGHWAY 95 FROM THE METHODIST
 KZ0318'CHURCH AT NEWVILLE, THENCE ABOUT 0.95 MILE NORTH ALONG STATE
 KZ0318'HIGHWAY 603, 0.25 MILE NORTH OF TOP OF GRADES, 0.6 MILE NORTH OF
 KZ0318'JUNCTION OF PLEASANT VALLEY ROAD LEADING WEST, 0.45 MILE SOUTH OF
 KZ0318'JUNCTION OF SCHRACK ROAD LEADING NORTH, 0.15 MILE SOUTH OF THE
 KZ0318'JUNCTION OF HUNTER ROAD LEADING EAST, 25 FEET EAST OF CENTER LINE
 KZ0318'OF HIGHWAY 603, 1 1/2 FEET WEST OF A WIRE FENCE, 84 1/2 FEET SOUTH
 KZ0318'OF A ORANGE AND SILVER PAINTED PIPE LINE MARKER NO. L 2480 20 IN
 KZ0318'OF OHIO FUEL GAS GO. GAS PIPE LINE, 87 FEET SOUTH OF POWER LINE
 KZ0318'POLE L 3 28, 59 FEET SOUTH OF THE EAST END OF A 24-INCH CAST
 KZ0318'IRON PIPE CULVERT UNDER HIGHWAY 603, 2 FEET SOUTHWEST OF A STEEL
 KZ0318'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF HIGHWAY 603, AND
 KZ0318'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0318
 KZ0318                          STATION RECOVERY (1990)
 KZ0318
 KZ0318'RECOVERY NOTE BY US POWER SQUADRON 1990 (JK)
 KZ0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1100 ***********************************************************************
 MC1100  DESIGNATION -  E TOWN
 MC1100  PID         -  MC1100
 MC1100  STATE/COUNTY-  OH/HURON
 MC1100  USGS QUAD   -  CLARKSFIELD (1972)
 MC1100
 MC1100                         *CURRENT SURVEY CONTROL
 MC1100  ___________________________________________________________________
 MC1100* NAD 83(1995)-  41 14 54.16688(N)    082 29 26.77210(W)     ADJUSTED  
 MC1100* NAVD 88     -       273.35   (+/-2cm)     896.8    (feet)  VERTCON   
 MC1100  ___________________________________________________________________
 MC1100  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 MC1100  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 MC1100
 MC1100  HORZ ORDER  -  THIRD
 MC1100  VERT ORDER  -  THIRD ? (See Below)
 MC1100
 MC1100.The horizontal coordinates were established by classical geodetic methods
 MC1100.and adjusted by the National Geodetic Survey in April 1998..
 MC1100
 MC1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1100.The vertical order pertains to the NGVD 29 superseded value.
 MC1100
 MC1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1100
 MC1100.The geoid height was determined by GEOID03.
 MC1100
 MC1100;                    North         East     Units Scale Factor Converg.
 MC1100;SPC OH N     -   175,643.617   600,773.600   MT  0.99994410   +0 00 21.8
 MC1100;UTM  17      - 4,567,401.663   375,093.931   MT  0.99979201   -0 58 58.9
 MC1100
 MC1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1100!SPC OH N     -   0.99996256  x   0.99994410  =   0.99990667
 MC1100!UTM  17      -   0.99996256  x   0.99979201  =   0.99975458
 MC1100
 MC1100|---------------------------------------------------------------------|
 MC1100| PID    Reference Object                     Distance      Geod. Az  |
 MC1100|                                                           dddmmss.s |
 MC1100| CE5998 E TOWN RM 1                          23.820 METERS 10517     |
 MC1100| CE5997 E TOWN AZ MK                                       2685534.3 |
 MC1100| CE5999 E TOWN RM 2                          18.050 METERS 34458     |
 MC1100|---------------------------------------------------------------------|
 MC1100
 MC1100                          SUPERSEDED SURVEY CONTROL
 MC1100
 MC1100  NAD 83(1986)-  41 14 54.17432(N)    082 29 26.78416(W) AD(       ) 3
 MC1100  NAD 27      -  41 14 53.98674(N)    082 29 27.16536(W) AD(       ) 3
 MC1100  NGVD 29 (07/19/86)  273.53   (m)          897.4    (f) LEVELING    3  
 MC1100
 MC1100.Superseded values are not recommended for survey control.
 MC1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1100.See file dsdata.txt to determine how the superseded data were derived.
 MC1100
 MC1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7509467402(NAD 83)
 MC1100_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1100
 MC1100  HISTORY     - Date     Condition        Report By
 MC1100  HISTORY     - 1956     MONUMENTED       CGS
 MC1100  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1100
 MC1100                          STATION DESCRIPTION
 MC1100
 MC1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1100'THE STATION IS LOCATED ALONG U.S. HIGHWAY 20, ABOUT 6-1/2 MILES EAST
 MC1100'OF NORWALK AND IS AT THE
 MC1100'ROADSIDE PARK IN EAST TOWNSEND.  IT IS 66 FEET NORTH OF THE
 MC1100'APPROXIMATE CENTER LINE OF U.S.
 MC1100'HIGHWAY 20 AND 32 FEET EAST OF THE SOUTHEAST CORNER OF THE FIRE
 MC1100'STATION.  THE MARK IS SET FLUSH
 MC1100'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED E. TOWN
 MC1100'1956.
 MC1100'
 MC1100'REFERENCE MARK NO. 1 IS 46 FEET NORTH OF THE APPROXIMATE CENTER LINE
 MC1100'OF U.S. HIGHWAY 20 AND 34 FEET
 MC1100'WEST OF A DRIVEWAY.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 MC1100'GROUND, AND THE DISK IS STAMPED E.
 MC1100'TOWN NO 1 1956.
 MC1100'
 MC1100'REFERENCE MARK NO. 2 IS 3 FEET SOUTHWEST OF PARK UTILITY BUILDING AND
 MC1100'1 FOOT EAST OF FENCE.  THE
 MC1100'MARK IS SET FLUSH AND THE DISK IS STAMPED E. TOWN NO 2 1956.
 MC1100'
 MC1100'AZIMUTH MARK 23 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF U.S.
 MC1100'HIGHWAY 20, 3-1/2 FEET EAST OF
 MC1100'WITNESS POST AND 2 FEET EAST OF POWER POLE.  THE MARK PROJECTS ABOUT
 MC1100'4 INCHES AND THE DISK IS STAMPED
 MC1100'E. TOWN 1956.
 MC1100'
 MC1100'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND 250 IN NORWALK, GO
 MC1100'EAST ON U.S.  HIGHWAY 20 FOR
 MC1100'5.75 MILES TO AZIMUTH MARK ON RIGHT, CONTINUE EAST ON U.S. HIGHWAY
 MC1100'FOR 0.3 MILE TO STATION AND
 MC1100'ROADSIDE PARK ON THE LEFT.
 MC1100'
 MC1100'HEIGHT OF LIGHT ABOVE STATION MARK-23 METERS.
 MC1100
 MC1100                          STATION RECOVERY (1971)
 MC1100
 MC1100'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 MC1100'E. TOWN 1956 GOOD - NO WITNESS IN
 MC1100'LAWN
 MC1100'E. TOWN NO 1-1956 GOOD - NO WITNESS IN LAWN
 MC1100'E. TOWN NO 2-1956 GOOD - NO WITNESS IN LAWN
 MC1100'AZI. E. TOWN 1956
 MC1100'GOOD - SET WITNESS POST
 MC1100'
 MC1100'REF. NO. 1 IS BURIED 2 INCHES AND IS E.S.E. OF STATION.
 MC1100'
 MC1100'REF. NO. 2 IS NORTH OF STATION.  DESCRIPTION IS ADEQUATE.
 MC1100'AIRLINE DISTANCE
 MC1100'AND DIRECTION FROM NEAREST TOWN- 6.5 MILES E OF NORWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0501 ***********************************************************************
 JY0501  DESIGNATION -  E=596
 JY0501  PID         -  JY0501
 JY0501  STATE/COUNTY-  OH/PIKE
 JY0501  USGS QUAD   -  WAVERLY NORTH (1992)
 JY0501
 JY0501                         *CURRENT SURVEY CONTROL
 JY0501  ___________________________________________________________________
 JY0501* NAD 83(1986)-  39 09 15.     (N)    082 54 45.     (W)     SCALED    
 JY0501* NAVD 88     -       182.618  (meters)     599.14   (feet)  ADJUSTED  
 JY0501  ___________________________________________________________________
 JY0501  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JY0501  DYNAMIC HT  -         182.507 (meters)     598.77  (feet)  COMP
 JY0501  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 JY0501
 JY0501  VERT ORDER  -  FIRST     CLASS II
 JY0501
 JY0501.The horizontal coordinates were scaled from a topographic map and have
 JY0501.an estimated accuracy of +/- 6 seconds.
 JY0501
 JY0501.The orthometric height was determined by differential leveling
 JY0501.and adjusted by the National Geodetic Survey in June 1991..
 JY0501
 JY0501.The geoid height was determined by GEOID03.
 JY0501
 JY0501.The dynamic height is computed by dividing the NAVD 88
 JY0501.geopotential number by the normal gravity value computed on the
 JY0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0501.degrees latitude (g = 980.6199 gals.).
 JY0501
 JY0501.The modeled gravity was interpolated from observed gravity values.
 JY0501
 JY0501;                    North         East    Units  Estimated Accuracy
 JY0501;SPC OH S     -   128,210.      564,350.      MT  (+/- 180 meters Scaled)
 JY0501
 JY0501                          SUPERSEDED SURVEY CONTROL
 JY0501
 JY0501  NGVD 29 (??/??/92)  182.78   (m)          599.7    (f) COMPUTED    1 2
 JY0501
 JY0501.Superseded values are not recommended for survey control.
 JY0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0501.See file dsdata.txt to determine how the superseded data were derived.
 JY0501
 JY0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD347356(NAD 83)
 JY0501_MARKER: DD = SURVEY DISK
 JY0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0501_SP_SET: BRIDGE PARAPET WALL
 JY0501_STAMPING: 596
 JY0501_MARK LOGO: USGS  
 JY0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0501
 JY0501  HISTORY     - Date     Condition        Report By
 JY0501  HISTORY     - UNK      MONUMENTED       CGS
 JY0501  HISTORY     - 1934     SEE DESCRIPTION  USGS
 JY0501
 JY0501                          STATION DESCRIPTION
 JY0501
 JY0501'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 JY0501'1 MI S FROM OMEGA.
 JY0501'ABOUT 0.1 MILE SOUTH OF THE RAILROAD STATION AT OMEGA, 150 FEET
 JY0501'SOUTH OF THE HIGHWAY CROSSING AT OMEGA, ON THE NORFOLK AND WESTERN
 JY0501'RAILWAY ON THE NORTHWEST CORNER OF BRIDGE NO. 1109 ON THE CONCRETE
 JY0501'PARAPET WALL, 1 FOOT EAST OF THE TOP END OF THE WINGWALL, AND IS A
 JY0501'STANDARD, ALUMINUM TABLET OF THE U.S. GEOLOGICAL SURVEY STAMPED 596.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0502 ***********************************************************************
 JY0502  DESIGNATION -  E=596 RESET
 JY0502  PID         -  JY0502
 JY0502  STATE/COUNTY-  OH/PIKE
 JY0502  USGS QUAD   -  WAVERLY NORTH (1992)
 JY0502
 JY0502                         *CURRENT SURVEY CONTROL
 JY0502  ___________________________________________________________________
 JY0502* NAD 83(1986)-  39 09 15.     (N)    082 54 45.     (W)     SCALED    
 JY0502* NAVD 88     -       182.627  (meters)     599.17   (feet)  ADJUSTED  
 JY0502  ___________________________________________________________________
 JY0502  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JY0502  DYNAMIC HT  -         182.516 (meters)     598.80  (feet)  COMP
 JY0502  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 JY0502
 JY0502  VERT ORDER  -  FIRST     CLASS I
 JY0502
 JY0502.The horizontal coordinates were scaled from a topographic map and have
 JY0502.an estimated accuracy of +/- 6 seconds.
 JY0502
 JY0502.The orthometric height was determined by differential leveling
 JY0502.and adjusted by the National Geodetic Survey in June 1991..
 JY0502
 JY0502.The geoid height was determined by GEOID03.
 JY0502
 JY0502.The dynamic height is computed by dividing the NAVD 88
 JY0502.geopotential number by the normal gravity value computed on the
 JY0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0502.degrees latitude (g = 980.6199 gals.).
 JY0502
 JY0502.The modeled gravity was interpolated from observed gravity values.
 JY0502
 JY0502;                    North         East    Units  Estimated Accuracy
 JY0502;SPC OH S     -   128,210.      564,350.      MT  (+/- 180 meters Scaled)
 JY0502
 JY0502                          SUPERSEDED SURVEY CONTROL
 JY0502
 JY0502  NGVD 29 (??/??/92)  182.776  (m)          599.66   (f) ADJ UNCH    1 1
 JY0502
 JY0502.Superseded values are not recommended for survey control.
 JY0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0502.See file dsdata.txt to determine how the superseded data were derived.
 JY0502
 JY0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD347356(NAD 83)
 JY0502_MARKER: DD = SURVEY DISK
 JY0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0502_SP_SET: ABUTMENT
 JY0502_STAMPING: 596
 JY0502_MARK LOGO: USGS  
 JY0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0502
 JY0502  HISTORY     - Date     Condition        Report By
 JY0502  HISTORY     - UNK      MONUMENTED       USGS
 JY0502  HISTORY     - 1967     GOOD             CGS
 JY0502
 JY0502                          STATION DESCRIPTION
 JY0502
 JY0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0502'AT OMEGA.
 JY0502'AT OMEGA, ALONG THE NORFOLK AND WESTERN RAILWAY, 0.2 MILE NORTHEAST
 JY0502'OF MILEPOST N 640, SET ON THE TOP OF THE NORTHWEST END OF THE
 JY0502'NORTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER WILSON RUN, 215 FEET
 JY0502'SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 335, 11 FEET NORTHWEST
 JY0502'OF THE NORTHWEST RAIL AND 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0836 ***********************************************************************
 JY0836  DESIGNATION -  E=886
 JY0836  PID         -  JY0836
 JY0836  STATE/COUNTY-  OH/FAIRFIELD
 JY0836  USGS QUAD   -  BALTIMORE (1987)
 JY0836
 JY0836                         *CURRENT SURVEY CONTROL
 JY0836  ___________________________________________________________________
 JY0836* NAD 83(1986)-  39 50 23.     (N)    082 32 44.     (W)     SCALED    
 JY0836* NAVD 88     -       269.945  (meters)     885.64   (feet)  ADJUSTED  
 JY0836  ___________________________________________________________________
 JY0836  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JY0836  DYNAMIC HT  -         269.789 (meters)     885.13  (feet)  COMP
 JY0836  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 JY0836
 JY0836  VERT ORDER  -  FIRST     CLASS II
 JY0836
 JY0836.The horizontal coordinates were scaled from a topographic map and have
 JY0836.an estimated accuracy of +/- 6 seconds.
 JY0836
 JY0836.The orthometric height was determined by differential leveling
 JY0836.and adjusted by the National Geodetic Survey in June 1991..
 JY0836
 JY0836.The geoid height was determined by GEOID03.
 JY0836
 JY0836.The dynamic height is computed by dividing the NAVD 88
 JY0836.geopotential number by the normal gravity value computed on the
 JY0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0836.degrees latitude (g = 980.6199 gals.).
 JY0836
 JY0836.The modeled gravity was interpolated from observed gravity values.
 JY0836
 JY0836;                    North         East    Units  Estimated Accuracy
 JY0836;SPC OH S     -   204,240.      596,100.      MT  (+/- 180 meters Scaled)
 JY0836
 JY0836                          SUPERSEDED SURVEY CONTROL
 JY0836
 JY0836  NGVD 29 (??/??/92)  270.146  (m)          886.30   (f) ADJ UNCH    1 2
 JY0836
 JY0836.Superseded values are not recommended for survey control.
 JY0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0836.See file dsdata.txt to determine how the superseded data were derived.
 JY0836
 JY0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE677111(NAD 83)
 JY0836_MARKER: DD = SURVEY DISK
 JY0836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0836_SP_SET: STEP
 JY0836_STAMPING: 886
 JY0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0836
 JY0836  HISTORY     - Date     Condition        Report By
 JY0836  HISTORY     - UNK      MONUMENTED       USGS
 JY0836  HISTORY     - 1954     POOR             NGS
 JY0836
 JY0836                          STATION DESCRIPTION
 JY0836
 JY0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0836'AT THURSTON.
 JY0836'AT THURSTON, ABOUT 150 YARDS WEST ALONG STATE HIGHWAY 256 FROM
 JY0836'THE CROSSING OF THE NEW YORK CENTRAL RAILROAD, 115 FEET SOUTH
 JY0836'OF THE CENTER LINE OF HIGHWAY, IN THE TOP OF THE WEST END OF THE
 JY0836'BOTTOM STEP TO NORTH MAIN ENTRANCE TO THURSTON SCHOOL (THE WEST
 JY0836'AND OLDEST ONE OF TWO BRICK SCHOOL BUILDINGS) AND ABOUT 1/2
 JY0836'FOOT ABOVE GROUND.  NOTE-- THIS MARK IS SET IN A STEP WHICH
 JY0836'CRACKS INDICATE TO BE UNSTABLE.  IT WAS DISREGARDED FOR TIE
 JY0836'PURPOSES AND SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1335 ***********************************************************************
 JY1335  DESIGNATION -  EAGLE
 JY1335  PID         -  JY1335
 JY1335  STATE/COUNTY-  OH/LICKING
 JY1335  USGS QUAD   -  GLENFORD (1992)
 JY1335
 JY1335                         *CURRENT SURVEY CONTROL
 JY1335  ___________________________________________________________________
 JY1335* NAD 83(1995)-  39 57 08.48116(N)    082 16 16.67565(W)     ADJUSTED  
 JY1335* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 JY1335  ___________________________________________________________________
 JY1335  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 JY1335  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY1335
 JY1335  HORZ ORDER  -  SECOND
 JY1335
 JY1335.The horizontal coordinates were established by classical geodetic methods
 JY1335.and adjusted by the National Geodetic Survey in April 1998..
 JY1335
 JY1335.The orthometric height was scaled from a topographic map.
 JY1335
 JY1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1335
 JY1335.The geoid height was determined by GEOID03.
 JY1335
 JY1335;                    North         East     Units Scale Factor Converg.
 JY1335;SPC OH S     -   216,767.592   619,542.930   MT  0.99998498   +0 08 42.4
 JY1335;UTM  17      - 4,423,242.921   391,405.353   MT  0.99974518   -0 48 59.2
 JY1335
 JY1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1335!SPC OH S     -   0.99994888  x   0.99998498  =   0.99993386
 JY1335!UTM  17      -   0.99994888  x   0.99974518  =   0.99969408
 JY1335
 JY1335|---------------------------------------------------------------------|
 JY1335| PID    Reference Object                     Distance      Geod. Az  |
 JY1335|                                                           dddmmss.s |
 JY1335| CE6001 EAGLE RM 1                           20.648 METERS 00435     |
 JY1335| CE6000 EAGLE AZ MK                                        2155646.6 |
 JY1335| JY1339 AMSTERDAM TV ST WHIZ MICROWAVE      APPROX.10.0 KM 2652855.2 |
 JY1335| CE6002 EAGLE RM 2                           16.606 METERS 28437     |
 JY1335|---------------------------------------------------------------------|
 JY1335
 JY1335                          SUPERSEDED SURVEY CONTROL
 JY1335
 JY1335  NAD 83(1986)-  39 57 08.48583(N)    082 16 16.68600(W) AD(       ) 2
 JY1335  NAD 27      -  39 57 08.24610(N)    082 16 17.15890(W) AD(       ) 2
 JY1335
 JY1335.Superseded values are not recommended for survey control.
 JY1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1335.See file dsdata.txt to determine how the superseded data were derived.
 JY1335
 JY1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE9140523243(NAD 83)
 JY1335_MARKER: DS = TRIANGULATION STATION DISK
 JY1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1335
 JY1335  HISTORY     - Date     Condition        Report By
 JY1335  HISTORY     - 1959     MONUMENTED       CGS
 JY1335  HISTORY     - 1971     GOOD             THOMAS
 JY1335
 JY1335                          STATION DESCRIPTION
 JY1335
 JY1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JY1335'THE STATION IS ABOUT 14 MILES WEST OF ZANESVILLE, 1 MILE WEST OF
 JY1335'BROWNSVILLE, ON THE HIGHEST POINT OF A BARE KNOLL LOCALLY KNOWN
 JY1335'AS EAGLES NEST AND ON PROPERTY OWNED BY MR. J. RODMAN.
 JY1335'
 JY1335'TO REACH THE STATION FROM THE POST OFFICE IN BROWNSVILLE, GO WEST ON
 JY1335'U.S. HIGHWAY 40 FOR 0.6 MILE TO THE EAGLES NEST MONUMENT ON
 JY1335'THE RIGHT. CONTINUE WEST ON U.S. HIGHWAY 40 FOR 0.2 MILE TO A
 JY1335'DRIVEWAY AND A WHITE HOUSE ON THE RIGHT. (TURN RIGHT INTO
 JY1335'DRIVEWAY AND THEN TURN LEFT AND GO WEST ALONG THE SOUTH SIDE OF THE
 JY1335'FIELD FOR 0.05 MILE TO THE AZIMUTH MARK.) TURN RIGHT AND GO
 JY1335'NORTH (PASSING TO THE WEST SIDE OF THE HOUSE) ON THE TRACK ROAD FOR
 JY1335'0.15 MILE. TURN RIGHT AND GO EASTERLY THROUGH OPEN FIELD TO A
 JY1335'NORTH-SOUTH FENCELINE. TURN LEFT AND GO NORTH ALONG THE WEST
 JY1335'SIDE OF THE NORTH-SOUTH FENCELINE TO A WIRE GATE IN AN EAST-WEST
 JY1335'FENCELINE. PASS THROUGH GATE AND CONTINUE NORTH UP THE STEEP
 JY1335'GRADE TO THE HIGHEST POINT AND THE STATION.
 JY1335'
 JY1335'STATION MARKS ARE STANDARD DISK STAMPED EAGLE 1959. THE SURFACE DISK
 JY1335'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 JY1335'INCHES. IT IS 38 FEET WEST OF THE NORTH-SOUTH FENCELINE. A STANDARD
 JY1335'METAL WITNESS POST WAS SET 3 FEET SOUTHEAST OF THE MARK. THE
 JY1335'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES
 JY1335'BELOW THE SURFACE OF THE GROUND.
 JY1335'
 JY1335'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EAGLE NO 1 1959, IS SET
 JY1335'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES. IT IS 34
 JY1335'FEET WEST OF THE NORTH-SOUTH FENCELINE AND ABOUT 5 FEET LOWER IN
 JY1335'ELEVATION THAN THE STATION.
 JY1335'
 JY1335'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EAGLE NO 2 1959, IS SET
 JY1335'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES. IT IS
 JY1335'ABOUT 8 FEET LOWER IN ELEVATION THAN THE STATION.
 JY1335'
 JY1335'AZIMUTH MARK, A STANDARD DISK STAMPED EAGLE 1959, IS SET IN A SQUARE
 JY1335'CONCRETE POST WHICH PROJECTS 5 INCHES. IT IS ABOUT 0.05 MILE
 JY1335'SOUTHWEST OF THE WHITE HOUSE, 18 FEET NORTH OF THE NORTH EDGE OF THE
 JY1335'BANK, 10 FEET NORTH OF THE SOUTH CORNER OF A SIGN BOARD AND
 JY1335'3 FEET SOUTH OF THE NORTH CORNER OF THE SIGN BOARD. A STANDARD METAL
 JY1335'WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 JY1335
 JY1335                          STATION RECOVERY (1971)
 JY1335
 JY1335'RECOVERY NOTE BY THOMAS ENG AND SURV 1971 (OC)
 JY1335'STATION MARK EAGLE - OK STAMPED 1959.
 JY1335'
 JY1335'RM NO. 1 - OK.
 JY1335'
 JY1335'RM NO. 2 - OK.
 JY1335'
 JY1335'AZ MK - OK.
 JY1335'
 JY1335'THE WHITE HOUSE NOR THE SIGN BOARD USED IN THE REFERENCE FOR THE
 JY1335'AZ MK IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2612 ***********************************************************************
 AE2612  DESIGNATION -  EARLEY
 AE2612  PID         -  AE2612
 AE2612  STATE/COUNTY-  OH/MERCER
 AE2612  USGS QUAD   -  ELGIN (1960)
 AE2612
 AE2612                         *CURRENT SURVEY CONTROL
 AE2612  ___________________________________________________________________
 AE2612* NAD 83(1995)-  40 42 48.95075(N)    084 27 23.48066(W)     ADJUSTED  
 AE2612* NAVD 88     -       253.0    (meters)     830.     (feet)  GPS OBS   
 AE2612  ___________________________________________________________________
 AE2612  X           -     467,700.130 (meters)                     COMP
 AE2612  Y           -  -4,818,920.087 (meters)                     COMP
 AE2612  Z           -   4,138,510.288 (meters)                     COMP
 AE2612  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 AE2612  ELLIP HEIGHT-         219.12  (meters)          (10/07/05) GPS OBS
 AE2612  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AE2612
 AE2612  HORZ ORDER  -  FIRST
 AE2612  ELLP ORDER  -  FOURTH    CLASS I
 AE2612
 AE2612.The horizontal coordinates were established by GPS observations
 AE2612.and adjusted by the National Geodetic Survey in September 1997..
 AE2612
 AE2612.The orthometric height was determined by GPS observations and a
 AE2612.high-resolution geoid model.
 AE2612
 AE2612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2612
 AE2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2612
 AE2612.The ellipsoidal height was determined by GPS observations
 AE2612.and is referenced to NAD 83.
 AE2612
 AE2612.The geoid height was determined by GEOID03.
 AE2612
 AE2612;                    North         East     Units Scale Factor Converg.
 AE2612;SPC OH N     -   118,111.664   434,697.932   MT  0.99995813   -1 17 07.2
 AE2612;UTM  16      - 4,510,076.071   714,844.273   MT  1.00016818   +1 39 34.9
 AE2612
 AE2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2612!SPC OH N     -   0.99996563  x   0.99995813  =   0.99992376
 AE2612!UTM  16      -   0.99996563  x   1.00016818  =   1.00013380
 AE2612
 AE2612                          SUPERSEDED SURVEY CONTROL
 AE2612
 AE2612.No superseded survey control is available for this station.
 AE2612
 AE2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1484410076(NAD 83)
 AE2612_MARKER: I = METAL ROD
 AE2612_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2612_STAMPING: EARLEY
 AE2612_MARK LOGO: OHDT  
 AE2612_PROJECTION: RECESSED 8 CENTIMETERS
 AE2612_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2612+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2612_ROD/PIPE-DEPTH:  4.9 meters
 AE2612_SLEEVE-DEPTH  :  1.1 meters
 AE2612
 AE2612  HISTORY     - Date     Condition        Report By
 AE2612  HISTORY     - 1995     MONUMENTED       OHDT
 AE2612
 AE2612                          STATION DESCRIPTION
 AE2612
 AE2612'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (KM)
 AE2612'IN THE NORTHEAST QUARTER OF SECTION 12, TOWN 4 SOUTH, RANGE 3 EAST,
 AE2612'UNION TOWNSHIP, MERCER COUNTY, OHIO.  TO REACH FROM THE MERCER COUNTY
 AE2612'COURT HOUSE IN CELINA, TRAVEL NORTH ON US 127 FOR 11.2 MILES (18.0 KM)
 AE2612'TO THE INTERSECTION OF STATE ROUTE 117, PROCEED EAST ON STATE ROUTE
 AE2612'117 FOR 6.5 MILES (10.5 KM) TO ITS INTERSECTION WITH MERCER-VAN WERT
 AE2612'COUNTY LINE ROAD.  THE MARK IS IN THE SOUTHWEST QUADRANT OF THE
 AE2612'INTERSECTION OF STATE ROUTE 117 AND MERCER-VAN WERT COUNTY LINE ROAD,
 AE2612'79 FEET (24.1 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF STATE ROUTE
 AE2612'117, AND 86 FEET (26.2 M) WEST OF THE WEST EDGE OF PAVEMENT OF THE
 AE2612'MERCER-VAN WERT COUNTY LINE ROAD, AND 22.5 FEET (6.9 M) WEST OF A
 AE2612'POWER POLE.  MARK IS A STEEL ROD IN AN ALUMINUM MONUMENT BOX STAMPED
 AE2612'EARLEY ADJACENT TO A METAL POST PLACED BY THE MERCER COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI8052 ***********************************************************************
 AI8052  DESIGNATION -  EAS4
 AI8052  PID         -  AI8052
 AI8052  STATE/COUNTY-  OH/WAYNE
 AI8052  USGS QUAD   -  FREDERICKSBURG (1994)
 AI8052
 AI8052                         *CURRENT SURVEY CONTROL
 AI8052  ___________________________________________________________________
 AI8052* NAD 83(1995)-  40 44 56.44575(N)    081 50 06.64253(W)     ADJUSTED  
 AI8052* NAVD 88     -       313.4    (meters)    1028.     (feet)  GPS OBS   
 AI8052  ___________________________________________________________________
 AI8052  X           -     687,246.752 (meters)                     COMP
 AI8052  Y           -  -4,789,992.880 (meters)                     COMP
 AI8052  Z           -   4,141,530.563 (meters)                     COMP
 AI8052  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AI8052  ELLIP HEIGHT-         280.35  (meters)          (10/07/05) GPS OBS
 AI8052  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 AI8052
 AI8052  HORZ ORDER  -  FIRST
 AI8052  ELLP ORDER  -  FOURTH    CLASS I
 AI8052
 AI8052.The horizontal coordinates were established by GPS observations
 AI8052.and adjusted by the National Geodetic Survey in October 2000..
 AI8052
 AI8052.The orthometric height was determined by GPS observations and a
 AI8052.high-resolution geoid model.
 AI8052
 AI8052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8052
 AI8052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8052
 AI8052.The ellipsoidal height was determined by GPS observations
 AI8052.and is referenced to NAD 83.
 AI8052
 AI8052.The geoid height was determined by GEOID03.
 AI8052
 AI8052;                    North         East     Units Scale Factor Converg.
 AI8052;SPC OH N     -   120,404.080   656,143.428   MT  0.99995452   +0 26 12.3
 AI8052;UTM  17      - 4,511,231.139   429,494.067   MT  0.99966119   -0 32 42.7
 AI8052
 AI8052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8052!SPC OH N     -   0.99995602  x   0.99995452  =   0.99991055
 AI8052!UTM  17      -   0.99995602  x   0.99966119  =   0.99961723
 AI8052
 AI8052                          SUPERSEDED SURVEY CONTROL
 AI8052
 AI8052  ELLIP H (10/25/00)  280.36   (m)                       GP(       ) 4 1
 AI8052
 AI8052.Superseded values are not recommended for survey control.
 AI8052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8052.See file dsdata.txt to determine how the superseded data were derived.
 AI8052
 AI8052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2949411231(NAD 83)
 AI8052_MARKER: DD = SURVEY DISK
 AI8052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8052_STAMPING: EAS4 1998
 AI8052_MARK LOGO: OH-169
 AI8052_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8052+STABILITY: SURFACE MOTION
 AI8052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8052+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI8052
 AI8052  HISTORY     - Date     Condition        Report By
 AI8052  HISTORY     - 1998     MONUMENTED       OH-169
 AI8052
 AI8052                          STATION DESCRIPTION
 AI8052
 AI8052'DESCRIBED BY WAYNE COUNTY OHIO 1998 (TAS)
 AI8052'STATION IS LOCATED IN THE CENTER OF THE SMALL VILLAGE OF APPLE CREEK,
 AI8052'EAST UNION TOWNSHIP, WAYNE COUNTY, OHIO, APPROX.  100 FEET, (30.5 M)
 AI8052'NORTHEAST OF S.R.250 IN THE NORTH AREA OF A SMALL PARK NEXT TO THE
 AI8052'HORSE AND BUGGY PARKING GROUND.  STATION IS A STANDARD BRASS SURVEY
 AI8052'DISK SET IN THE CENTER OF A 12 INCH DIAMETER CONCRETE MASS PROJECTING
 AI8052'48 INCHES IN DEPTH AND FLUSH WITH THE GROUND SURFACE.  STATION IS 34.5
 AI8052'FEET (10.5 M) NORTHEAST OF NORTH EDGE OF CAZEBO, 14.7 FEET (4.5 M)
 AI8052'SOUTHEAST OF SMALL TREE, AND 36.9 FEET (11.2 M) NORTHWEST OF WEST CURB
 AI8052'OF MAPLE STREET, AND 1 FOOT (0.3 M) EAST OF 5 FOOT (1.5 M) HIGH
 AI8052'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1407 ***********************************************************************
 MB1407  DESIGNATION -  EAST
 MB1407  PID         -  MB1407
 MB1407  STATE/COUNTY-  OH/SUMMIT
 MB1407  USGS QUAD   -  AKRON WEST (1994)
 MB1407
 MB1407                         *CURRENT SURVEY CONTROL
 MB1407  ___________________________________________________________________
 MB1407* NAD 83(1995)-  41 03 34.17761(N)    081 33 29.89771(W)     ADJUSTED  
 MB1407* NAVD 88     -       331.198  (meters)    1086.61   (feet)  ADJUSTED  
 MB1407  ___________________________________________________________________
 MB1407  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 MB1407  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MB1407  DYNAMIC HT  -         331.052 (meters)    1086.13  (feet)  COMP
 MB1407  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 MB1407
 MB1407  HORZ ORDER  -  FIRST
 MB1407  VERT ORDER  -  FIRST     CLASS II
 MB1407
 MB1407.The horizontal coordinates were established by classical geodetic methods
 MB1407.and adjusted by the National Geodetic Survey in April 1998..
 MB1407
 MB1407.The orthometric height was determined by differential leveling
 MB1407.and adjusted by the National Geodetic Survey in June 1991..
 MB1407
 MB1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1407
 MB1407.The geoid height was determined by GEOID03.
 MB1407
 MB1407.The dynamic height is computed by dividing the NAVD 88
 MB1407.geopotential number by the normal gravity value computed on the
 MB1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1407.degrees latitude (g = 980.6199 gals.).
 MB1407
 MB1407.The modeled gravity was interpolated from observed gravity values.
 MB1407
 MB1407;                    North         East     Units Scale Factor Converg.
 MB1407;SPC OH N     -   155,095.062   679,152.050   MT  0.99993915   +0 37 07.1
 MB1407;UTM  17      - 4,545,511.602   453,087.844   MT  0.99962709   -0 22 00.2
 MB1407
 MB1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1407!SPC OH N     -   0.99995328  x   0.99993915  =   0.99989244
 MB1407!UTM  17      -   0.99995328  x   0.99962709  =   0.99958039
 MB1407
 MB1407:                Primary Azimuth Mark                     Grid Az
 MB1407:SPC OH N     -  OBERLIN                                  079 18 44.9
 MB1407:UTM  17      -  OBERLIN                                  080 17 52.2
 MB1407
 MB1407|---------------------------------------------------------------------|
 MB1407| PID    Reference Object                     Distance      Geod. Az  |
 MB1407|                                                           dddmmss.s |
 MB1407| MB1404 OBERLIN                             APPROX. 1.9 KM 0795552.0 |
 MB1407|---------------------------------------------------------------------|
 MB1407
 MB1407                          SUPERSEDED SURVEY CONTROL
 MB1407
 MB1407  NAD 83(1986)-  41 03 34.18475(N)    081 33 29.90018(W) AD(       ) 1
 MB1407  NAD 27      -  41 03 33.98815(N)    081 33 30.46945(W) AD(       ) 1
 MB1407  NGVD 29 (??/??/92)  331.396  (m)         1087.26   (f) ADJ UNCH    1 2
 MB1407
 MB1407.Superseded values are not recommended for survey control.
 MB1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1407.See file dsdata.txt to determine how the superseded data were derived.
 MB1407
 MB1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5308845512(NAD 83)
 MB1407_MARKER: DD = SURVEY DISK
 MB1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1407_STAMPING: EAST
 MB1407_MARK LOGO: OH0070
 MB1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1407+STABILITY: SURFACE MOTION
 MB1407
 MB1407  HISTORY     - Date     Condition        Report By
 MB1407  HISTORY     - 1963     MONUMENTED       OH0070
 MB1407  HISTORY     - 1963     GOOD             CGS
 MB1407
 MB1407                          STATION DESCRIPTION
 MB1407
 MB1407'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1407'THE STATION IS ABOUT 2-1/2 MILES SOUTHWEST OF DOWNTOWN AKRON AND
 MB1407'JUST SOUTH OF
 MB1407'WHERE EAST AVENUE CROSSES OVER THE EAST-WEST EXPRESSWAY.
 MB1407'IT IS IN THE WEST EDGE OF EAST
 MB1407'AVENUE, 4 FEET EAST OF THE WEST CURB,
 MB1407'18 FEET SOUTHEAST OF UTILITY POLE NUMBER 103949,
 MB1407'44 FEET SOUTH OF THE
 MB1407'SOUTH END OF THE BRIDGE OVER THE EXPRESSWAY AND 99 FEET NORTHEAST
 MB1407'OF THE NORTHEAST
 MB1407'CORNER OF HOUSE AT 1530 EAST AVENUE.  THE MARK IS A CITY OF
 MB1407'AKRON DISK STAMPED EAST SET
 MB1407'IN THE TOP OF A 6 INCH SQUARE CONCRETE
 MB1407'MONUMENT 4 INCHES BELOW THE SURFACE OF A 3
 MB1407'FOOT SQUARE OF CONCRETE AND
 MB1407'COVERED WITH A 9 INCH IRON COVER.
 MB1407'
 MB1407'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 MB1407
 MB1407                          STATION RECOVERY (1963)
 MB1407
 MB1407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MB1407'AT AKRON.
 MB1407'AT AKRON, IN THE SOUTHWEST PART OF THE CITY, ALONG EAST AVENUE,
 MB1407'JUST SOUTH OF THE CROSSING OF THE EAST-WEST EXPRESSWAY, 99 FEET
 MB1407'NORTHEAST OF THE NORTHEAST CORNER OF A RESIDENCE AT 1530 EAST
 MB1407'AVENUE, 44 FEET SOUTH OF THE SOUTH END OF THE EAST AVENUE BRIDGE
 MB1407'OVER THE EXPRESSWAY, 4 FEET EAST OF THE WEST CURB OF EAST AVENUE,
 MB1407'18 FEET SOUTHEAST OF POWER LINE POLE NO. 103949, SET IN THE TOP
 MB1407'OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF EAST AVENUE AND
 MB1407'COVERED WITH A 9 INCH IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1173 ***********************************************************************
 MB1173  DESIGNATION -  EAST AKRON
 MB1173  PID         -  MB1173
 MB1173  STATE/COUNTY-  OH/SUMMIT
 MB1173  USGS QUAD   -  AKRON EAST (1964)
 MB1173
 MB1173                         *CURRENT SURVEY CONTROL
 MB1173  ___________________________________________________________________
 MB1173* NAD 83(1986)-  41 04 11.     (N)    081 29 13.     (W)     SCALED    
 MB1173* NAVD 88     -       299.699  (meters)     983.26   (feet)  ADJUSTED  
 MB1173  ___________________________________________________________________
 MB1173  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MB1173  DYNAMIC HT  -         299.567 (meters)     982.83  (feet)  COMP
 MB1173  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 MB1173
 MB1173  VERT ORDER  -  FIRST     CLASS II
 MB1173
 MB1173.The horizontal coordinates were scaled from a topographic map and have
 MB1173.an estimated accuracy of +/- 6 seconds.
 MB1173
 MB1173.The orthometric height was determined by differential leveling
 MB1173.and adjusted by the National Geodetic Survey in June 1991..
 MB1173.WARNING-Repeat measurements at this control monument indicate possible
 MB1173.vertical movement.
 MB1173
 MB1173.The geoid height was determined by GEOID03.
 MB1173
 MB1173.The dynamic height is computed by dividing the NAVD 88
 MB1173.geopotential number by the normal gravity value computed on the
 MB1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1173.degrees latitude (g = 980.6199 gals.).
 MB1173
 MB1173.The modeled gravity was interpolated from observed gravity values.
 MB1173
 MB1173;                    North         East    Units  Estimated Accuracy
 MB1173;SPC OH N     -   156,300.      685,140.      MT  (+/- 180 meters Scaled)
 MB1173
 MB1173                          SUPERSEDED SURVEY CONTROL
 MB1173
 MB1173  NGVD 29 (??/??/92)  299.895  (m)          983.91   (f) ADJ UNCH    1 2
 MB1173
 MB1173.Superseded values are not recommended for survey control.
 MB1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1173.See file dsdata.txt to determine how the superseded data were derived.
 MB1173
 MB1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF590466(NAD 83)
 MB1173_MARKER: DB = BENCH MARK DISK
 MB1173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1173_SP_SET: ABUTMENT
 MB1173_STAMPING: EAST AKRON 1934
 MB1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1173
 MB1173  HISTORY     - Date     Condition        Report By
 MB1173  HISTORY     - 1934     MONUMENTED       CGS
 MB1173  HISTORY     - 1954     GOOD             NGS
 MB1173  HISTORY     - 1964     GOOD             NGS
 MB1173  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1173
 MB1173                          STATION DESCRIPTION
 MB1173
 MB1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MB1173'AT EAST AKRON.
 MB1173'AT EAST AKRON, AT THE OVERPASS OF EAST MARKET STREET OVER THE
 MB1173'BALTIMORE AND OHIO RAILROAD, SET VERTICALLY IN THE EAST FACE OF
 MB1173'STONE BASE OF WEST ABUTMENT OF OVERPASS, 21 1/2 FEET WEST OF THE
 MB1173'WEST RAIL OF MAIN TRACK, 65 FEET SOUTH OF SOUTHEAST CORNER OF
 MB1173'B. AND O. FREIGHT STATION, ABOUT 130 YARDS SOUTH OF CROSSING OF
 MB1173'SOUTH CASE AVENUE, 7 1/2 FEET SOUTH OF AN ANGLE IN STONE MASONRY,
 MB1173'IN THE THIRD COURSE OF MASONRY FROM GROUND AND ABOUT 4 FEET ABOVE
 MB1173'LEVEL OF TRACK.
 MB1173
 MB1173                          STATION RECOVERY (1964)
 MB1173
 MB1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MB1173'RECOVERED IN GOOD CONDITION.
 MB1173
 MB1173                          STATION RECOVERY (1983)
 MB1173
 MB1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3378 ***********************************************************************
 KY3378  DESIGNATION -  EAST CANTON STARK BRICK TANK
 KY3378  PID         -  KY3378
 KY3378  STATE/COUNTY-  OH/STARK
 KY3378  USGS QUAD   -  CANTON EAST (1985)
 KY3378
 KY3378                         *CURRENT SURVEY CONTROL
 KY3378  ___________________________________________________________________
 KY3378* NAD 83(1995)-  40 47 11.90268(N)    081 17 36.25516(W)     ADJUSTED  
 KY3378* NAVD 88     -                                                        
 KY3378  ___________________________________________________________________
 KY3378  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 KY3378  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KY3378
 KY3378  HORZ ORDER  -  THIRD
 KY3378
 KY3378.The horizontal coordinates were established by classical geodetic methods
 KY3378.and adjusted by the National Geodetic Survey in April 1998..
 KY3378
 KY3378
 KY3378.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3378
 KY3378.The geoid height was determined by GEOID03.
 KY3378
 KY3378;                    North         East     Units Scale Factor Converg.
 KY3378;SPC OH N     -   125,072.792   701,835.587   MT  0.99995111   +0 47 33.6
 KY3378;UTM  17      - 4,515,113.882   475,244.841   MT  0.99960754   -0 11 30.0
 KY3378
 KY3378                          SUPERSEDED SURVEY CONTROL
 KY3378
 KY3378  NAD 83(1986)-  40 47 11.91079(N)    081 17 36.26109(W) AD(       ) 4
 KY3378  NAD 27      -  40 47 11.70143(N)    081 17 36.87861(W) AD(       ) 3
 KY3378
 KY3378.Superseded values are not recommended for survey control.
 KY3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3378.See file dsdata.txt to determine how the superseded data were derived.
 KY3378
 KY3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7524515114(NAD 83)
 KY3378_MARKER: 51 = TANK
 KY3378_SETTING: 0 = UNSPECIFIED SETTING
 KY3378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3378+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 KY3378
 KY3378  HISTORY     - Date     Condition        Report By
 KY3378  HISTORY     - 1950     FIRST OBSERVED   CGS
 KY3378  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KY3378  HISTORY     - 19930723 GOOD             OHDT
 KY3378  HISTORY     - 20021026 GOOD             USPSQD
 KY3378
 KY3378                          STATION DESCRIPTION
 KY3378
 KY3378'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3378'LOCATED ABOUT 0.45 MILE WEST OF THE CENTER OF EAST CANTON
 KY3378'AND ABOUT 150 FEET
 KY3378'SOUTH OF U.S. HIGHWAY NO 30 ON THE HIGH POINT OF A PROMINENT HILL.
 KY3378'IT IS A FOUR LEGGED STEEL STRUCTURE
 KY3378'ABOUT 110 FEET HIGH PAINTED ALUMINUM WITH RED LETTERLING
 KY3378'EAST CANTON STARK BRICK CO. ON THE EAST AND WEST
 KY3378'SIDES OF TANK.  POINT OBSERVED
 KY3378'UPON, FINIAL ON THE APEX OF THE TANK ROOF.
 KY3378
 KY3378                          STATION RECOVERY (1958)
 KY3378
 KY3378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 KY3378'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE
 KY3378'AND CORRECT EXCEPT
 KY3378'FOR THE FOLLOWING.  TANK IS NOW PAINTED WHITE WITH STARK
 KY3378'CERAMICS INC. PAINTED ON WEST
 KY3378'SIDE OF TANK.
 KY3378
 KY3378                          STATION RECOVERY (1993)
 KY3378
 KY3378'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY3378'-----REPORT BY ODOT------YEAR 1993---------CONDITION - GOOD------
 KY3378' 
 KY3378'NOTE* DESCRITION GOOD, HOWEVER TANK IS NOW PAINTED GREY WITH "STARK"
 KY3378'PAINTED ON THE EAST AND WEST SIDE.
 KY3378
 KY3378                          STATION RECOVERY (2002)
 KY3378
 KY3378'RECOVERY NOTE BY US POWER SQUADRON 2002
 KY3378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1444 ***********************************************************************
 MB1444  DESIGNATION -  EAST CLEVELAND
 MB1444  PID         -  MB1444
 MB1444  STATE/COUNTY-  OH/CUYAHOGA
 MB1444  USGS QUAD   -  EAST CLEVELAND (1994)
 MB1444
 MB1444                         *CURRENT SURVEY CONTROL
 MB1444  ___________________________________________________________________
 MB1444* NAD 83(1986)-  41 31 49.     (N)    081 34 55.     (W)     SCALED    
 MB1444* NAVD 88     -       212.307  (meters)     696.54   (feet)  POSTED    
 MB1444  ___________________________________________________________________
 MB1444  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 MB1444  DYNAMIC HT  -         212.220 (meters)     696.26  (feet)  COMP
 MB1444  MODELED GRAV-     980,221.2   (mgal)                       NAVD 88
 MB1444
 MB1444  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MB1444
 MB1444.The horizontal coordinates were scaled from a topographic map and have
 MB1444.an estimated accuracy of +/- 6 seconds.
 MB1444
 MB1444.The orthometric height was determined by differential leveling
 MB1444.and adjusted by the National Geodetic Survey in 1992..
 MB1444.No vertical observational check was made to the station.
 MB1444.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MB1444.was located on a no-check spur therefore a value was not computed.
 MB1444
 MB1444.The geoid height was determined by GEOID03.
 MB1444
 MB1444.The dynamic height is computed by dividing the NAVD 88
 MB1444.geopotential number by the normal gravity value computed on the
 MB1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1444.degrees latitude (g = 980.6199 gals.).
 MB1444
 MB1444.The modeled gravity was interpolated from observed gravity values.
 MB1444
 MB1444;                    North         East    Units  Estimated Accuracy
 MB1444;SPC OH N     -   207,350.      676,620.      MT  (+/- 180 meters Scaled)
 MB1444
 MB1444                          SUPERSEDED SURVEY CONTROL
 MB1444
 MB1444  NGVD 29 (??/??/92)  212.512  (m)          697.22   (f) ADJ UNCH    1 2
 MB1444
 MB1444.Superseded values are not recommended for survey control.
 MB1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1444.See file dsdata.txt to determine how the superseded data were derived.
 MB1444
 MB1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF514977(NAD 83)
 MB1444_MARKER: DB = BENCH MARK DISK
 MB1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1444_STAMPING: EAST CLEVELAND 1934
 MB1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1444+STABILITY: SURFACE MOTION
 MB1444
 MB1444  HISTORY     - Date     Condition        Report By
 MB1444  HISTORY     - 1934     MONUMENTED       CGS
 MB1444  HISTORY     - 1981     MARK NOT FOUND   NGS
 MB1444  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MB1444
 MB1444                          STATION DESCRIPTION
 MB1444
 MB1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1444'IN EAST CLEVELAND.
 MB1444'AT EAST CLEVELAND, CUYAHOGA COUNTY, AT THE SOUTHWEST CORNER OF
 MB1444'THE INTERSECTION OF EUCLID AND MARLOES AVENUES, DIRECTLY NORTHWEST
 MB1444'OF THE NORTHWEST ENTRANCE TO THE CITY HALL, AND 10.7 FEET
 MB1444'NORTHWEST OF THE BOTTOM STEP.  A STANDARD DISK STAMPED EAST
 MB1444'CLEVELAND 1934 AND SET IN THE TOP OF A CONCRETE POST, ABOUT 1
 MB1444'FOOT UNDERGROUND AND COVERED WITH A 7 INCH SQUARE METAL CAP BEARING
 MB1444'THE LETTER M.
 MB1444
 MB1444                          STATION RECOVERY (1981)
 MB1444
 MB1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1444'NOT RECOVERED, BELIEVED DESTROYED, THE LOCATION IS NOW UNDER NEW
 MB1444'SIDEWALK.
 MB1444
 MB1444                          STATION RECOVERY (1987)
 MB1444
 MB1444'RECOVERY NOTE BY US POWER SQUADRON 1987 (GHB)
 MB1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2139 ***********************************************************************
 MB2139  DESIGNATION -  EASTLAKE
 MB2139  PID         -  MB2139
 MB2139  STATE/COUNTY-  OH/LAKE
 MB2139  USGS QUAD   -  EASTLAKE (1994)
 MB2139
 MB2139                         *CURRENT SURVEY CONTROL
 MB2139  ___________________________________________________________________
 MB2139* NAD 83(1995)-  41 40 27.28775(N)    081 26 50.15315(W)     ADJUSTED  
 MB2139* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 MB2139  ___________________________________________________________________
 MB2139  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 MB2139  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 MB2139
 MB2139  HORZ ORDER  -  SECOND
 MB2139
 MB2139.The horizontal coordinates were established by classical geodetic methods
 MB2139.and adjusted by the National Geodetic Survey in April 1998..
 MB2139
 MB2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2139
 MB2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2139
 MB2139.The geoid height was determined by GEOID03.
 MB2139
 MB2139;                    North         East     Units Scale Factor Converg.
 MB2139;SPC OH N     -   223,468.973   687,660.784   MT  0.99999514   +0 41 29.7
 MB2139;UTM  17      - 4,613,705.845   462,770.234   MT  0.99961706   -0 17 50.6
 MB2139
 MB2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2139!SPC OH N     -   0.99997783  x   0.99999514  =   0.99997297
 MB2139!UTM  17      -   0.99997783  x   0.99961706  =   0.99959490
 MB2139
 MB2139:                Primary Azimuth Mark                     Grid Az
 MB2139:SPC OH N     -  EASTLAKE CEI TALL STACK                  137 26 58.3
 MB2139:UTM  17      -  EASTLAKE CEI TALL STACK                  138 26 18.6
 MB2139
 MB2139|---------------------------------------------------------------------|
 MB2139| PID    Reference Object                     Distance      Geod. Az  |
 MB2139|                                                           dddmmss.s |
 MB2139| MB2138 EASTLAKE CEI TALL STACK             APPROX. 0.6 KM 1380828.0 |
 MB2139|---------------------------------------------------------------------|
 MB2139
 MB2139                          SUPERSEDED SURVEY CONTROL
 MB2139
 MB2139  NAD 83(1986)-  41 40 27.29721(N)    081 26 50.15853(W) AD(       ) 2
 MB2139  NAD 27      -  41 40 27.13278(N)    081 26 50.75855(W) AD(       ) 2
 MB2139  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 MB2139
 MB2139.Superseded values are not recommended for survey control.
 MB2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2139.See file dsdata.txt to determine how the superseded data were derived.
 MB2139
 MB2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG6277013706(NAD 83)
 MB2139_MARKER: DD = SURVEY DISK
 MB2139_SETTING: 0 = UNSPECIFIED SETTING
 MB2139_STAMPING: EASTLAKE LSC 1974
 MB2139_MARK LOGO: USLS  
 MB2139_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB2139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2139
 MB2139  HISTORY     - Date     Condition        Report By
 MB2139  HISTORY     - 1974     MONUMENTED       USLS
 MB2139  HISTORY     - 1979     GOOD             NGS
 MB2139
 MB2139                          STATION DESCRIPTION
 MB2139
 MB2139'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2139'SECOND ORDER EODM TRAVERSE STATION--CLEVELAND-BUFFALO SCHEME
 MB2139'
 MB2139'STATION IS LOCATED ABOUT 11 MILES WEST OF THE VILLAGE OF
 MB2139'FAIRPORT HARBOR.  IN THE VILLAGE OF EASTLAKE.  ON PRIVATE PROPERTY
 MB2139'OWNED BY THE CLEVELAND ELECTRIC ILLUMINATING COMPANY.  ON THE
 MB2139'OUTERMOST PORTION OF THE EASTERN OUTFALL BREAKWALL OF THE ELECTRIC
 MB2139'COMPANY POWERPLANT.  ON LAKE ERIE.
 MB2139'
 MB2139'TO REACH THE STATION FROM FAIRPORT HARBOR/PAINESVILLE, PROCEED
 MB2139'WEST ON EITHER ROUTE 2 OR ROUTE 283 TO THE VILLAGE OF EASTLAKE
 MB2139'AND THENCE TO THE POWER PLANT AT LAKE ERIE.  OBTAIN ACCESS
 MB2139'PERMISSION AT THE POWER PLANT MAIN GATE AND DIRECTIONS TO ACCESS
 MB2139'THE LOWER BREAKWALLS WITHIN PLANT PROPERTY.  CONTINUE ON FOOT OUT
 MB2139'THE EASTERN WALL TO THE OUTERMOST CAISSON ON THE CURVED END.
 MB2139'AND THE STATION JUST NORTHWEST OF THE LIGHT STRUCTURE.
 MB2139'
 MB2139'STATION IS A STANDARD BRONZE DISC STAMPED--(EASTLAKE LSC
 MB2139'1974).  SET FLUSH IN A CONCRETE CAISSON, 12.60 FEET NORTHWARD TO THE
 MB2139'NEAREST JUNCTION OF THE CAISSON AND A CONNECTING SECTION, 11.09
 MB2139'FEET SOUTHWARD TO THE NEAREST JUNCTION OF THE CAISSON AND ANOTHER
 MB2139'CONNECTING SECTION, AND 7.32 FEET NORTHWEST OF A RED SIGNAL
 MB2139'LIGHT.
 MB2139'
 MB2139'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 MB2139
 MB2139                          STATION RECOVERY (1979)
 MB2139
 MB2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MB2139'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2138 ***********************************************************************
 MB2138  DESIGNATION -  EASTLAKE CEI TALL STACK
 MB2138  PID         -  MB2138
 MB2138  STATE/COUNTY-  OH/LAKE
 MB2138  USGS QUAD   -  EASTLAKE (1994)
 MB2138
 MB2138                         *CURRENT SURVEY CONTROL
 MB2138  ___________________________________________________________________
 MB2138* NAD 83(1995)-  41 40 13.94706(N)    081 26 34.21216(W)     ADJUSTED  
 MB2138* NAVD 88     -                                                        
 MB2138  ___________________________________________________________________
 MB2138  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 MB2138  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 MB2138
 MB2138  HORZ ORDER  -  THIRD
 MB2138
 MB2138.The horizontal coordinates were established by classical geodetic methods
 MB2138.and adjusted by the National Geodetic Survey in April 1998..
 MB2138
 MB2138
 MB2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2138
 MB2138.The geoid height was determined by GEOID03.
 MB2138
 MB2138;                    North         East     Units Scale Factor Converg.
 MB2138;SPC OH N     -   223,061.880   688,034.476   MT  0.99999445   +0 41 40.2
 MB2138;UTM  17      - 4,613,292.519   463,136.707   MT  0.99961672   -0 17 39.9
 MB2138
 MB2138                          SUPERSEDED SURVEY CONTROL
 MB2138
 MB2138  NAD 83(1986)-  41 40 13.95696(N)    081 26 34.21801(W) AD(       ) 4
 MB2138  NAD 27      -  41 40 13.79272(N)    081 26 34.81779(W) AD(       ) 3
 MB2138
 MB2138.Superseded values are not recommended for survey control.
 MB2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2138.See file dsdata.txt to determine how the superseded data were derived.
 MB2138
 MB2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG6313713293(NAD 83)
 MB2138_MARKER: 63 = STACK
 MB2138
 MB2138  HISTORY     - Date     Condition        Report By
 MB2138  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2138
 MB2138                          STATION DESCRIPTION
 MB2138
 MB2138'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2138'THE OBJECT IS THE CLEVELAND ELECTRIC ILLUMINATING COMPANY STACK
 MB2138'LOCATED AT THE C. E. I. C. PLANT ON THE SHORE OF LAKE ERIE AND NEAR
 MB2138'THE TOWN OF EASTLAKE, OHIO.  AT THIS LOCATION THERE ARE FOUR
 MB2138'STACKS, THE ONE IN QUESTION IS THE TALLEST AND THE MOST
 MB2138'SOUTHWESTERNLY.  IT IS MADE OF BRICK AND HAS THREE LEVELS OF
 MB2138'STROBE LIGHTS ON IT.  THE POINT OF INTERSECTION IS THE MIDDLE OF
 MB2138'THE TOP OF THE STACK.
 MB2138'
 MB2138'STATION POSITIONED BY DIRECT RANGE/AZIMUTH OBSERVATIONS FROM
 MB2138'EASTLAKE LSC 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1307 ***********************************************************************
 JZ1307  DESIGNATION -  EATON
 JZ1307  PID         -  JZ1307
 JZ1307  STATE/COUNTY-  OH/PREBLE
 JZ1307  USGS QUAD   -  EATON SOUTH (1987)
 JZ1307
 JZ1307                         *CURRENT SURVEY CONTROL
 JZ1307  ___________________________________________________________________
 JZ1307* NAD 83(1995)-  39 44 35.90773(N)    084 43 31.96184(W)     ADJUSTED  
 JZ1307* NAVD 88     -       366.432  (meters)    1202.20   (feet)  ADJUSTED  
 JZ1307  ___________________________________________________________________
 JZ1307  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 JZ1307  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JZ1307  DYNAMIC HT  -         366.216 (meters)    1201.49  (feet)  COMP
 JZ1307  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 JZ1307
 JZ1307  HORZ ORDER  -  FIRST
 JZ1307  VERT ORDER  -  SECOND    CLASS 0
 JZ1307
 JZ1307.The horizontal coordinates were established by classical geodetic methods
 JZ1307.and adjusted by the National Geodetic Survey in May 1999..
 JZ1307
 JZ1307.The orthometric height was determined by differential leveling
 JZ1307.and adjusted by the National Geodetic Survey in June 1991..
 JZ1307
 JZ1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ1307
 JZ1307.The geoid height was determined by GEOID03.
 JZ1307
 JZ1307.The dynamic height is computed by dividing the NAVD 88
 JZ1307.geopotential number by the normal gravity value computed on the
 JZ1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1307.degrees latitude (g = 980.6199 gals.).
 JZ1307
 JZ1307.The modeled gravity was interpolated from observed gravity values.
 JZ1307
 JZ1307;                    North         East     Units Scale Factor Converg.
 JZ1307;SPC OH S     -   195,883.132   409,270.226   MT  0.99995549   -1 24 43.7
 JZ1307;SPC IN E     -   499,441.062   180,664.111   MT  1.00004674   +0 36 06.3
 JZ1307;SPC IN E     - 1,638,582.88    592,728.84   sFT  1.00004674   +0 36 06.3
 JZ1307;UTM  16      - 4,401,741.282   694,881.264   MT  1.00006759   +1 27 16.7
 JZ1307
 JZ1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ1307!SPC OH S     -   0.99994777  x   0.99995549  =   0.99990327
 JZ1307!SPC IN E     -   0.99994777  x   1.00004674  =   0.99999451
 JZ1307!UTM  16      -   0.99994777  x   1.00006759  =   1.00001536
 JZ1307
 JZ1307|---------------------------------------------------------------------|
 JZ1307| PID    Reference Object                     Distance      Geod. Az  |
 JZ1307|                                                           dddmmss.s |
 JZ1307| JZ1308 EATON RM 1                           61.713 METERS 01959     |
 JZ1307| JZ3268 AIRWAY BEACON SITE 8                APPROX.16.5 KM 0432659.0 |
 JZ1307| JZ3051 BEACON 9R                           APPROX.29.4 KM 0620632.5 |
 JZ1307| JZ3269 EATON MUNICIPAL STANDPIPE           APPROX. 7.2 KM 0820047.0 |
 JZ1307| JZ3275 EATON METHODIST CHURCH SPIRE        APPROX. 7.9 KM 0883254.1 |
 JZ1307| JZ1305 EATON AZ MK                                        2724807.5 |
 JZ1307| JZ1306 EATON RM 2                           94.332 METERS 29115     |
 JZ1307| JZ3287 RICHMOND AIRPORT BEACON 6R          APPROX.22.8 KM 2914349.3 |
 JZ1307|---------------------------------------------------------------------|
 JZ1307
 JZ1307                          SUPERSEDED SURVEY CONTROL
 JZ1307
 JZ1307  NAD 83(1995)-  39 44 35.90789(N)    084 43 31.96149(W) AD(       ) 1
 JZ1307  NAD 83(1986)-  39 44 35.91471(N)    084 43 31.97306(W) AD(       ) 1
 JZ1307  NAD 27      -  39 44 35.73300(N)    084 43 32.13200(W) AD(       ) 1
 JZ1307  NGVD 29 (??/??/92)  366.58   (m)         1202.7    (f) COMPUTED    2 0
 JZ1307
 JZ1307.Superseded values are not recommended for survey control.
 JZ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1307.See file dsdata.txt to determine how the superseded data were derived.
 JZ1307
 JZ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK9488101741(NAD 83)
 JZ1307_MARKER: DS = TRIANGULATION STATION DISK
 JZ1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1307_STAMPING: EATON 1932
 JZ1307_MARK LOGO: CGS   
 JZ1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1307+STABILITY: SURFACE MOTION
 JZ1307
 JZ1307  HISTORY     - Date     Condition        Report By
 JZ1307  HISTORY     - 1932     MONUMENTED       CGS
 JZ1307  HISTORY     - 1935     GOOD             CGS
 JZ1307  HISTORY     - 1939     GOOD             CGS
 JZ1307  HISTORY     - 1940     GOOD             CGS
 JZ1307  HISTORY     - 1947     GOOD             CGS
 JZ1307
 JZ1307                          STATION DESCRIPTION
 JZ1307
 JZ1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 JZ1307'THE STATION IS ABOUT 5 MILES DUE WEST OF EATON, OHIO ON THE NORTH
 JZ1307'SIDE OF THE NORTHEAST 1/4 SEC. 2, T. 7 N., R. 1 E., ON LAND
 JZ1307'BELONGING TO L.C. REYNOLDS OF BALTIMORE, MARYLAND AND OCCUPIED BY
 JZ1307'O.L. GREEN, 26.5 METERS SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 JZ1307'122, 18 METERS SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF THE HIGHWAY,
 JZ1307'27.52 METERS NORTH-EAST OF THE N.E. CORNER OF THE REYNOLDS
 JZ1307'RESIDENCE, 18 METERS WEST OF THE FENCE ON THE WEST SIDE OF REYNOLDS
 JZ1307'FRONT YARD AND 18 METERS EAST OF A NORTH-SOUTH FENCE LINE.
 JZ1307'
 JZ1307'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF STATE HIGHWAY 122, 0.7
 JZ1307'METER SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.5 METERS EAST OF
 JZ1307'A TELEGRAPH POLE, 8 METERS NORTH OF THE CENTER LINE OF STATE HIGHWAY
 JZ1307'122, APPROXIMATELY 130 METERS SOUTHWEST OF MR. DILLMANS
 JZ1307'FARMHOUSE, AND APPROXIMATELY 40 METERS SOUTHEAST OF THE DILLMAN BARN.
 JZ1307'
 JZ1307'REFERENCE MARK NO. 2 IS 0.4 METER SOUTH OF THE NORTH RIGHT-OF-WAY
 JZ1307'FENCE OF STATE HIGHWAY 122, 7 METERS NORTH OF THE CENTER LINE OF
 JZ1307'THE ROAD, 50 METERS APPROX.  NORTHWEST OF A LONE TREE IN CULTIVATED
 JZ1307'FIELD ON THE SOUTH SIDE OF THE HIGHWAY AND 1 METER EAST OF A
 JZ1307'TELEGRAPH POLE.
 JZ1307'
 JZ1307'REFERENCE MARK NO.1 IS 32 METERS NORTH OF THE CENTERLINE OF STATE
 JZ1307'HIGHWAY 122 IN A NORTH-SOUTH FENCE LINE, 26 METERS NORTH OF THE
 JZ1307'NORTH RIGHT-OF-WAY FENCE OF THE HIGHWAY.
 JZ1307'
 JZ1307'TO REACH THE STATION FROM EATON, GO WEST ON STATE HIGHWAY 122 FOR
 JZ1307'ABOUT 5 MILES TO THE STATION ON TOP OF A SLIGHT RISE ON THE
 JZ1307'SOUTH SIDE OF THE ROAD.
 JZ1307
 JZ1307                          STATION RECOVERY (1935)
 JZ1307
 JZ1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JZ1307'THE STATION IS ABOUT 5 MILES DUE
 JZ1307'WEST OF EATON, OHIO ON THE NORTH SIDE OF THE NORTHEAST 1/4 SEC.
 JZ1307'2,T. 7N., R. 1 E., ON LAND BELONGING TO L.C. REYNOLDS OF BALTIMORE,
 JZ1307'MARYLAND AND OCCUPIED BY C.L.  GREEN, 26.5 METERS SOUTH OF THE
 JZ1307'CENTER LINE OF STATE HIGHWAY 122, 18 METERS SOUTH OF THE SOUTH
 JZ1307'RIGHT-OF-WAY FENCE OF THE HIGHWAY, 27.52 METERS NORTHEAST OF THE
 JZ1307'NORTHEAST CORNER OF THE REYNOLDS RESIDENCE, 18 METERS WEST OF THE
 JZ1307'FENCE ON THE WEST SIDE OF THE REYNOLDS FRONT YARD, AND 18 METERS
 JZ1307'EAST OF A NORTH-SOUTH FENCE LINE.
 JZ1307'
 JZ1307'THE STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 JZ1307'TABLETS SET IN CONCRETE.
 JZ1307'
 JZ1307'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF STATE HIGHWAY 122, 0.7
 JZ1307'METER SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.5 METERS EAST OF
 JZ1307'A TELEGRAPH POLE, 8 METERS NORTH OF THE CENTER LINE OF STATE HIGHWAY
 JZ1307'122, APPROXIMATELY 130 METERS SOUTHWEST OF THE
 JZ1307'DILLMANS FARMHOUSE AND APPROXIMATELY 40 METERS SOUTHEAST OF THE
 JZ1307'DILLMAN BARN.
 JZ1307'
 JZ1307'REFERENCE MARK NO. 2 IS 0.04 METER S. OF THE N. RIGHT-OF-WAY FENCE OF
 JZ1307'STATE HIGHWAY 122, 7 METERS NORTH OF THE CENTER LINE OF THE
 JZ1307'ROAD, APPROXIMATELY 50 METERS NORTHWEST OF A LINE TREE IN A
 JZ1307'CULTIVATED FIELD ON THE SOUTH SIDE OF THE HIGHWAY AND 1 METER
 JZ1307'EAST OF A TELEGRAPH POLE.
 JZ1307'
 JZ1307'REFERENCE MARK NO. 1 IS 32 METERS NORTH OF THE CENTER LINE OF STATE
 JZ1307'HIGHWAY 122 IN A NORTH-SOUTH FENCE LINE, 26 METERS NORTH OF
 JZ1307'THE NORTH RIGHT-OF-WAY FENCE OF THE HIGHWAY.
 JZ1307'
 JZ1307'TO REACH THE STATION FROM EATON, GO W. ON STATE HIGHWAY 122 FOR ABOUT
 JZ1307'5 MI. TO THE STATION ON TOP OF A SLIGHT RISE ON THE SOUTH SIDE OF
 JZ1307'THE ROAD.
 JZ1307'
 JZ1307'THE STATION MARK AND REFERENCE MARKS FOUND IN GOOD CONDITION AND
 JZ1307'DESCRIPTION OF THE LOCATION OF REFERENCE MARKS IS GOOD. THE
 JZ1307'DESCRIPTION OF THE LOCATION OF THE STATION MARK IS GOOD EXCEPT- THE
 JZ1307'STATION IS IN THE BARNLOT 27.52 METERS NORTHWEST OF THE NORTHWEST
 JZ1307'CORNER OF THE REYNOLDS RESIDENCE, INSTEAD OF 27.52 METERS NORTHEAST
 JZ1307'OF THE NORTHEAST CORNER OF THE REYNOLDS RESIDENCE AS GIVEN
 JZ1307'IN THE DESCRIPTION BY H.C.W. THE STATION MARK IS LEVEL WITH THE
 JZ1307'SURFACE.  NO CHANGE IN OWNERSHIP OF THE PROPERTY. MR. FRANK
 JZ1307'JAMES IS MANAGER OF THE FARM AND OCCUPIED THE REYNOLDS RESIDENCE.
 JZ1307
 JZ1307                          STATION RECOVERY (1939)
 JZ1307
 JZ1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ1307'THIS STATION WAS RECOVERED AS DESCRIBED AND MARKS FOUND IN GOOD
 JZ1307'CONDITION.
 JZ1307
 JZ1307                          STATION RECOVERY (1940)
 JZ1307
 JZ1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (SCS)
 JZ1307'STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED IN
 JZ1307'GOOD CONDITION AS DESCRIBED.
 JZ1307
 JZ1307                          STATION RECOVERY (1947)
 JZ1307
 JZ1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ1307'1.8 MI E FROM WEST FLORENCE.
 JZ1307'1.85 MILES EAST ALONG STATE HIGHWAY 122 FROM THE CROSSROADS AT
 JZ1307'WEST FLORENCE, ABOUT 0.15 MILE WEST OF A CROSS ROAD, 84 FEET
 JZ1307'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 59.6 FEET SOUTH OF THE
 JZ1307'HIGHWAY R/W FENCE, 90 FEET NORTHWEST OF THE NORTHWEST CORNER
 JZ1307'OF A FARM HOUSE, 46 FEET WEST OF THE CENTER LINE OF THE DRIVE
 JZ1307'WAY TO THE BARN YARD, 205 FEET SOUTH-SOUTHWEST AND ACROSS THE
 JZ1307'HIGHWAY FROM R.M. NO. 1, ABOUT 4 FEET ABOVE THE HIGHWAY AND SET
 JZ1307'IN THE TOP OF A CONCRETE POST ABOUT 8 INCHES UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0216 ***********************************************************************
 JZ0216  DESIGNATION -  EATON
 JZ0216  PID         -  JZ0216
 JZ0216  STATE/COUNTY-  OH/MONTGOMERY
 JZ0216  USGS QUAD   -  MIAMISBURG (1987)
 JZ0216
 JZ0216                         *CURRENT SURVEY CONTROL
 JZ0216  ___________________________________________________________________
 JZ0216* NAD 83(1986)-  39 44 46.     (N)    084 19 48.     (W)     SCALED    
 JZ0216* NAVD 88     -       269.337  (meters)     883.65   (feet)  ADJUSTED  
 JZ0216  ___________________________________________________________________
 JZ0216  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JZ0216  DYNAMIC HT  -         269.188 (meters)     883.16  (feet)  COMP
 JZ0216  MODELED GRAV-     980,065.7   (mgal)                       NAVD 88
 JZ0216
 JZ0216  VERT ORDER  -  SECOND    CLASS 0
 JZ0216
 JZ0216.The horizontal coordinates were scaled from a topographic map and have
 JZ0216.an estimated accuracy of +/- 6 seconds.
 JZ0216
 JZ0216.The orthometric height was determined by differential leveling
 JZ0216.and adjusted by the National Geodetic Survey in June 1991..
 JZ0216
 JZ0216.The geoid height was determined by GEOID03.
 JZ0216
 JZ0216.The dynamic height is computed by dividing the NAVD 88
 JZ0216.geopotential number by the normal gravity value computed on the
 JZ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0216.degrees latitude (g = 980.6199 gals.).
 JZ0216
 JZ0216.The modeled gravity was interpolated from observed gravity values.
 JZ0216
 JZ0216;                    North         East    Units  Estimated Accuracy
 JZ0216;SPC OH S     -   195,430.      443,170.      MT  (+/- 180 meters Scaled)
 JZ0216
 JZ0216                          SUPERSEDED SURVEY CONTROL
 JZ0216
 JZ0216  NGVD 29 (??/??/92)  269.524  (m)          884.26   (f) ADJ UNCH    2 0
 JZ0216
 JZ0216.Superseded values are not recommended for survey control.
 JZ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0216.See file dsdata.txt to determine how the superseded data were derived.
 JZ0216
 JZ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK287029(NAD 83)
 JZ0216_MARKER: DS = TRIANGULATION STATION DISK
 JZ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0216_STAMPING: EATON 1927
 JZ0216_MARK LOGO: CGS   
 JZ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0216+STABILITY: SURFACE MOTION
 JZ0216
 JZ0216  HISTORY     - Date     Condition        Report By
 JZ0216  HISTORY     - 1927     MONUMENTED       CGS
 JZ0216  HISTORY     - 1947     GOOD             NGS
 JZ0216  HISTORY     - 20041217 MARK NOT FOUND   INDIV
 JZ0216
 JZ0216                          STATION DESCRIPTION
 JZ0216
 JZ0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0216'3 MI W FROM NEW LEBANON.
 JZ0216'3.0 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0216'NEW LEBANON, AT THE JUNCTION OF SNYDER ROAD LEADING NORTH, 34
 JZ0216'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET WEST OF
 JZ0216'THE CENTER LINE OF SNYDER ROAD, 4.5 FEET NORTHWEST OF POWER
 JZ0216'POLE NO. 62988, 17 FEET EAST OF EATON ECC R.M. NO. 2, 1.5 FEET
 JZ0216'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ0216'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE
 JZ0216'SURFACE OF THE GROUND.
 JZ0216
 JZ0216                          STATION RECOVERY (2004)
 JZ0216
 JZ0216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3475 ***********************************************************************
 KY3475  DESIGNATION -  EATON
 KY3475  PID         -  KY3475
 KY3475  STATE/COUNTY-  OH/WAYNE
 KY3475  USGS QUAD   -  WILMOT (1994)
 KY3475
 KY3475                         *CURRENT SURVEY CONTROL
 KY3475  ___________________________________________________________________
 KY3475* NAD 83(1995)-  40 41 31.81681(N)    081 42 10.62376(W)     ADJUSTED  
 KY3475* NAVD 88     -       392.4    (meters)    1287.     (feet)  GPS OBS   
 KY3475  ___________________________________________________________________
 KY3475  X           -     698,902.176 (meters)                     COMP
 KY3475  Y           -  -4,792,528.309 (meters)                     COMP
 KY3475  Z           -   4,136,797.882 (meters)                     COMP
 KY3475  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 KY3475  ELLIP HEIGHT-         359.35  (meters)          (10/07/05) GPS OBS
 KY3475  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KY3475
 KY3475  HORZ ORDER  -  FIRST
 KY3475  ELLP ORDER  -  FOURTH    CLASS I
 KY3475
 KY3475.The horizontal coordinates were established by GPS observations
 KY3475.and adjusted by the National Geodetic Survey in October 2000..
 KY3475
 KY3475.The orthometric height was determined by GPS observations and a
 KY3475.high-resolution geoid model.
 KY3475
 KY3475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3475
 KY3475.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3475
 KY3475.The ellipsoidal height was determined by GPS observations
 KY3475.and is referenced to NAD 83.
 KY3475
 KY3475.The geoid height was determined by GEOID03.
 KY3475
 KY3475;                    North         East     Units Scale Factor Converg.
 KY3475;SPC OH N     -   114,186.047   667,367.284   MT  0.99996050   +0 31 25.0
 KY3475;UTM  17      - 4,504,823.632   440,606.321   MT  0.99964342   -0 27 30.0
 KY3475
 KY3475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3475!SPC OH N     -   0.99994363  x   0.99996050  =   0.99990414
 KY3475!UTM  17      -   0.99994363  x   0.99964342  =   0.99958707
 KY3475
 KY3475:                Primary Azimuth Mark                     Grid Az
 KY3475:SPC OH N     -  EATON AZ MK                              084 12 48.0
 KY3475:UTM  17      -  EATON AZ MK                              085 11 43.0
 KY3475
 KY3475|---------------------------------------------------------------------|
 KY3475| PID    Reference Object                     Distance      Geod. Az  |
 KY3475|                                                           dddmmss.s |
 KY3475| CC9864 EATON AZ MK                                        0844413.0 |
 KY3475| CC9866 EATON RM 2                           27.081 METERS 20629     |
 KY3475| CC9865 EATON RM 1                           27.979 METERS 34815     |
 KY3475|---------------------------------------------------------------------|
 KY3475
 KY3475                          SUPERSEDED SURVEY CONTROL
 KY3475
 KY3475  ELLIP H (10/25/00)  359.37   (m)                       GP(       ) 4 1
 KY3475  NAD 83(1995)-  40 41 31.81407(N)    081 42 10.62040(W) AD(       ) 1
 KY3475  NAD 83(1986)-  40 41 31.82367(N)    081 42 10.62319(W) AD(       ) 1
 KY3475  NAD 27      -  40 41 31.62036(N)    081 42 11.16367(W) AD(       ) 1
 KY3475
 KY3475.Superseded values are not recommended for survey control.
 KY3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3475.See file dsdata.txt to determine how the superseded data were derived.
 KY3475
 KY3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4060604824(NAD 83)
 KY3475_MARKER: DD = SURVEY DISK
 KY3475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3475_STAMPING: EATON 1959
 KY3475_MARK LOGO: CGS   
 KY3475_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3475+STABILITY: SURFACE MOTION
 KY3475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3475+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998
 KY3475
 KY3475  HISTORY     - Date     Condition        Report By
 KY3475  HISTORY     - 1959     MONUMENTED       CGS
 KY3475  HISTORY     - 1971     GOOD             OHDT
 KY3475  HISTORY     - 19980323 GOOD             GCS
 KY3475
 KY3475                          STATION DESCRIPTION
 KY3475
 KY3475'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3475'THE STATION IS LOCATED IN THE SOUTH PART OF MOUNT EASTON, JUST SOUTH
 KY3475'OF THE MOUNT EASTON GRADE
 KY3475'SCHOOL, ON THE EAST SIDE OF THE SCHOOL GROUND, IN SECTION 15, T-15-N,
 KY3475'R-11-W, ON LAND OWNED BY THE SCHOOL.
 KY3475'
 KY3475'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 250 AND STATE
 KY3475'HIGHWAY 241 IN THE WEST PART
 KY3475'OF MOUNT EATON, GO SOUTHERLY ON HIGHWAY 241 FOR 0.15 MILE TO THE
 KY3475'MOUNT EATON GRADE SCHOOL ON THE
 KY3475'LEFT AND THE STATION ON THE EAST SIDE OF THE SCHOOL
 KY3475'GROUNDS.
 KY3475'
 KY3475'STATION MARKS ARE STANDARD DISKS STAMPED EATON 1959.  THE SURFACE
 KY3475'DISK IS SET IN A SQUARE
 KY3475'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 96 FEET
 KY3475'SOUTH OF THE SOUTHWEST CORNER OF
 KY3475'A WHITE BUILDING, 165 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KY3475'OF THE SCHOOL BUILDING, 17 FEET WEST OF
 KY3475'THE EAST EDGE OF THE SCHOOL GROUNDS, 64 FEET
 KY3475'NORTHEAST OF A POWER POLE WITH FOUR FLOOD LIGHTS AND 71
 KY3475'FEET SOUTHWEST OF THE CENTER OF A
 KY3475'METAL DRAIN COVER.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 KY3475'OF CONCRETE 30 INCHES BELOW THE
 KY3475'SURFACE OF THE GROUND.
 KY3475'
 KY3475'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EATON NO 1 1959, IS SET
 KY3475'IN A SQUARE CONCRETE POST
 KY3475'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 78 FEET SOUTHEAST OF THE
 KY3475'SOUTHEAST CORNER OF THE SCHOOL
 KY3475'BUILDING, 17 FEET WEST OF THE SOUTHWEST CORNER OF THE
 KY3475'WHITE BUILDING AND 1 FOOT SOUTH OF A POWER POLE
 KY3475'WITH THREE TRANSFORMERS.
 KY3475'
 KY3475'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EATON NO 2 1959, IS SET
 KY3475'IN A SQUARE CONCRETE POST
 KY3475'WHICH PROJECTS 2 INCHES.  IT IS 31 FEET SOUTH OF THE POWER POLE WITH
 KY3475'FOUR FLOOD LIGHTS, 6 INCHES NORTH OF
 KY3475'THE NORTHWEST CORNER OF BLEACHERS AND 38 FEET NORTHEAST
 KY3475'OF A POWER POLE WITH TWO FLOOD LIGHTS.
 KY3475'
 KY3475'AZIMUTH MARK IS A STANDARD DISK STAMPED EATON 1959, SET IN A SQUARE
 KY3475'CONCRETE POST WHICH PROJECTS 6
 KY3475'INCHES.  IT IS 1 FOOT SOUTH OF AN EAST-WEST FENCELINE, 33 FEET
 KY3475'SOUTHEAST OF A POWER POLE WITH A
 KY3475'TRANSFORMER AND 64 FEET NORTHEAST OF THE PAINTED CENTER
 KY3475'LINE OF U.S. HIGHWAY 250.  A STANDARD
 KY3475'METAL WITNESS POST WAS SET 1.5 FEET EAST OF THE
 KY3475'MARK.
 KY3475'
 KY3475'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 250 AND
 KY3475'STATE HIGHWAY 241 IN THE WEST
 KY3475'PART OF MOUNT EATON, GO EASTERLY ON HIGHWAY 250 FOR 0.3 MILE TO THE
 KY3475'AZIMUTH MARK ON THE NORTH BANK OF
 KY3475'THE HIGHWAY.
 KY3475'
 KY3475'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KY3475
 KY3475                          STATION RECOVERY (1971)
 KY3475
 KY3475'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971 (RS)
 KY3475'EATON 1959 RECOVERED GOOD - NO WITNESS IN LAWN.
 KY3475'
 KY3475'EATON NO. 1-1959 RECOVERED GOOD - NO WITNESS-BLACKTOP.
 KY3475'
 KY3475'EATON NO. 2-1959 RECOVERED GOOD- NO WITNESS-NEAR BLEACHERS.
 KY3475'
 KY3475'AZI. EATON-1959 RECOVERED GOOD - HAS WITNESS.
 KY3475'
 KY3475'DESCRIPTION IS ACCURATE.
 KY3475'
 KY3475'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MT. EATON.
 KY3475
 KY3475                          STATION RECOVERY (1998)
 KY3475
 KY3475'RECOVERY NOTE BY GEODETIC CONSULTING SERVICES 1998 (KDZ)
 KY3475'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1305 ***********************************************************************
 JZ1305  DESIGNATION -  EATON AZ MK
 JZ1305  PID         -  JZ1305
 JZ1305  STATE/COUNTY-  OH/PREBLE
 JZ1305  USGS QUAD   -  EATON SOUTH (1987)
 JZ1305
 JZ1305                         *CURRENT SURVEY CONTROL
 JZ1305  ___________________________________________________________________
 JZ1305* NAD 83(1986)-  39 44 37.     (N)    084 44 02.     (W)     SCALED    
 JZ1305* NAVD 88     -       359.355  (meters)    1178.98   (feet)  ADJUSTED  
 JZ1305  ___________________________________________________________________
 JZ1305  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JZ1305  DYNAMIC HT  -         359.142 (meters)    1178.29  (feet)  COMP
 JZ1305  MODELED GRAV-     980,024.7   (mgal)                       NAVD 88
 JZ1305
 JZ1305  VERT ORDER  -  SECOND    CLASS 0
 JZ1305
 JZ1305.The horizontal coordinates were scaled from a topographic map and have
 JZ1305.an estimated accuracy of +/- 6 seconds.
 JZ1305
 JZ1305.The orthometric height was determined by differential leveling
 JZ1305.and adjusted by the National Geodetic Survey in June 1991..
 JZ1305
 JZ1305.The geoid height was determined by GEOID03.
 JZ1305
 JZ1305.The dynamic height is computed by dividing the NAVD 88
 JZ1305.geopotential number by the normal gravity value computed on the
 JZ1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1305.degrees latitude (g = 980.6199 gals.).
 JZ1305
 JZ1305.The modeled gravity was interpolated from observed gravity values.
 JZ1305
 JZ1305;                    North         East    Units  Estimated Accuracy
 JZ1305;SPC OH S     -   195,930.      408,560.      MT  (+/- 180 meters Scaled)
 JZ1305
 JZ1305                          SUPERSEDED SURVEY CONTROL
 JZ1305
 JZ1305  NGVD 29 (??/??/92)  359.50   (m)         1179.5    (f) COMPUTED    2 0
 JZ1305
 JZ1305.Superseded values are not recommended for survey control.
 JZ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1305.See file dsdata.txt to determine how the superseded data were derived.
 JZ1305
 JZ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK941017(NAD 83)
 JZ1305_MARKER: DZ = AZIMUTH MARK DISK
 JZ1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1305_STAMPING: EATON AZIMUTH 1932
 JZ1305_MARK LOGO: CGS   
 JZ1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1305+STABILITY: SURFACE MOTION
 JZ1305
 JZ1305  HISTORY     - Date     Condition        Report By
 JZ1305  HISTORY     - 1932     MONUMENTED       CGS
 JZ1305  HISTORY     - 1947     GOOD             CGS
 JZ1305  HISTORY     - 20051031 GOOD             GEOCAC
 JZ1305
 JZ1305                          STATION DESCRIPTION
 JZ1305
 JZ1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1305'1.4 MI E FROM WEST FLORENCE.
 JZ1305'1.45 MILES EAST ALONG STATE HIGHWAY 122 FROM THE CROSSROADS AT
 JZ1305'WEST FLORENCE, ABOUT 0.4 MILE EAST OF A CROSSROAD, 146 FEET EAST
 JZ1305'OF THE TOP OF A GRADE, 25 FEET NORTH OF THE CENTER LINE OF THE
 JZ1305'HIGHWAY, 134 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE S.E.
 JZ1305'DILLMAN BARN, 2 FEET SOUTH OF THE HIGHWAY R/W FENCE LINE, 4.5
 JZ1305'FEET EAST OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN
 JZ1305'WITNESS POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 JZ1305'CONCRETE POST PROJECTING 4 INCHES.
 JZ1305
 JZ1305                          STATION RECOVERY (2005)
 JZ1305
 JZ1305'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ1305'N 39 44.616, W 84 44.034 (CONSUMER-GRADE GPS)
 JZ1305'THE BARN AND FENCE LINE ARE NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0218 ***********************************************************************
 JZ0218  DESIGNATION -  EATON ECC
 JZ0218  PID         -  JZ0218
 JZ0218  STATE/COUNTY-  OH/MONTGOMERY
 JZ0218  USGS QUAD   -  MIAMISBURG (1987)
 JZ0218
 JZ0218                         *CURRENT SURVEY CONTROL
 JZ0218  ___________________________________________________________________
 JZ0218* NAD 83(1986)-  39 44 46.     (N)    084 19 48.     (W)     SCALED    
 JZ0218* NAVD 88     -       269.098  (meters)     882.87   (feet)  ADJUSTED  
 JZ0218  ___________________________________________________________________
 JZ0218  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JZ0218  DYNAMIC HT  -         268.949 (meters)     882.38  (feet)  COMP
 JZ0218  MODELED GRAV-     980,065.7   (mgal)                       NAVD 88
 JZ0218
 JZ0218  VERT ORDER  -  SECOND    CLASS 0
 JZ0218
 JZ0218.The horizontal coordinates were scaled from a topographic map and have
 JZ0218.an estimated accuracy of +/- 6 seconds.
 JZ0218
 JZ0218.The orthometric height was determined by differential leveling
 JZ0218.and adjusted by the National Geodetic Survey in June 1991..
 JZ0218
 JZ0218.The geoid height was determined by GEOID03.
 JZ0218
 JZ0218.The dynamic height is computed by dividing the NAVD 88
 JZ0218.geopotential number by the normal gravity value computed on the
 JZ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0218.degrees latitude (g = 980.6199 gals.).
 JZ0218
 JZ0218.The modeled gravity was interpolated from observed gravity values.
 JZ0218
 JZ0218;                    North         East    Units  Estimated Accuracy
 JZ0218;SPC OH S     -   195,430.      443,170.      MT  (+/- 180 meters Scaled)
 JZ0218
 JZ0218                          SUPERSEDED SURVEY CONTROL
 JZ0218
 JZ0218  NGVD 29 (??/??/92)  269.285  (m)          883.48   (f) ADJ UNCH    2 0
 JZ0218
 JZ0218.Superseded values are not recommended for survey control.
 JZ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0218.See file dsdata.txt to determine how the superseded data were derived.
 JZ0218
 JZ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK287029(NAD 83)
 JZ0218_MARKER: DS = TRIANGULATION STATION DISK
 JZ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0218_STAMPING: EATON ECC 1938
 JZ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0218+STABILITY: SURFACE MOTION
 JZ0218
 JZ0218  HISTORY     - Date     Condition        Report By
 JZ0218  HISTORY     - 1938     MONUMENTED       CGS
 JZ0218  HISTORY     - 1947     GOOD             NGS
 JZ0218  HISTORY     - 20041217 MARK NOT FOUND   INDIV
 JZ0218
 JZ0218                          STATION DESCRIPTION
 JZ0218
 JZ0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0218'3 MI E FROM NEW LEBANON.
 JZ0218'3.0 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0218'NEW LEBANON, AT THE JUNCTION OF SNYDER ROAD LEADING NORTH, ABOUT
 JZ0218'95 YARDS WEST OF THE JUNCTION OF LIBERTY ROAD LEADING SOUTH,
 JZ0218'25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET EAST
 JZ0218'OF THE CENTER LINE OF SNYDER ROAD, 81.8 FEET EAST AND ACROSS
 JZ0218'SNYDER ROAD FROM R.M. NO 2, 54.8 FEET EAST AND ACROSS THE ROAD
 JZ0218'FROM STATION EATON 1927, 30.5 FEET EAST-SOUTHEAST OF A ROAD
 JZ0218'IDENTIFICATION SIGN, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 JZ0218'POST, ABOUT 0.5 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 JZ0218'CONCRETE POST FLUSH WITH THE GROUND.
 JZ0218
 JZ0218                          STATION RECOVERY (2004)
 JZ0218
 JZ0218'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2971 ***********************************************************************
 JZ2971  DESIGNATION -  EATON ECC
 JZ2971  PID         -  JZ2971
 JZ2971  STATE/COUNTY-  OH/MONTGOMERY
 JZ2971  USGS QUAD   -  MIAMISBURG (1987)
 JZ2971
 JZ2971                         *CURRENT SURVEY CONTROL
 JZ2971  ___________________________________________________________________
 JZ2971* NAD 83(1995)-  39 44 46.10729(N)    084 19 46.84900(W)     ADJUSTED  
 JZ2971* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 JZ2971  ___________________________________________________________________
 JZ2971  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 JZ2971  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JZ2971
 JZ2971  HORZ ORDER  -  SECOND
 JZ2971
 JZ2971.The horizontal coordinates were established by classical geodetic methods
 JZ2971.and adjusted by the National Geodetic Survey in April 1998..
 JZ2971
 JZ2971.The orthometric height was scaled from a topographic map.
 JZ2971
 JZ2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2971
 JZ2971.The geoid height was determined by GEOID03.
 JZ2971
 JZ2971;                    North         East     Units Scale Factor Converg.
 JZ2971;SPC OH S     -   195,435.820   443,197.158   MT  0.99995580   -1 09 39.5
 JZ2971;UTM  16      - 4,402,992.270   728,794.800   MT  1.00024451   +1 42 29.2
 JZ2971
 JZ2971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2971!SPC OH S     -   0.99996304  x   0.99995580  =   0.99991884
 JZ2971!UTM  16      -   0.99996304  x   1.00024451  =   1.00020754
 JZ2971
 JZ2971:                Primary Azimuth Mark                     Grid Az
 JZ2971:SPC OH S     -  BAPTIST                                  090 31 40.0
 JZ2971:UTM  16      -  BAPTIST                                  087 39 31.3
 JZ2971
 JZ2971|---------------------------------------------------------------------|
 JZ2971| PID    Reference Object                     Distance      Geod. Az  |
 JZ2971|                                                           dddmmss.s |
 JZ2971| JZ2960 BAPTIST                             APPROX. 1.9 KM 0892200.5 |
 JZ2971| JZ2972 EATON PTS                             8.862 METERS 30955     |
 JZ2971|---------------------------------------------------------------------|
 JZ2971
 JZ2971                          SUPERSEDED SURVEY CONTROL
 JZ2971
 JZ2971  NAD 83(1986)-  39 44 46.11406(N)    084 19 46.85382(W) AD(       ) 2
 JZ2971  NAD 27      -  39 44 45.91794(N)    084 19 47.06026(W) AD(       ) 2
 JZ2971
 JZ2971.Superseded values are not recommended for survey control.
 JZ2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2971.See file dsdata.txt to determine how the superseded data were derived.
 JZ2971
 JZ2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2879502992(NAD 83)
 JZ2971_MARKER: S = SPIKE
 JZ2971_SETTING: 0 = UNSPECIFIED SETTING
 JZ2971
 JZ2971  HISTORY     - Date     Condition        Report By
 JZ2971  HISTORY     - 1927     MONUMENTED       CGS
 JZ2971  HISTORY     - 19970915 MARK NOT FOUND   USPSQD
 JZ2971
 JZ2971                          STATION DESCRIPTION
 JZ2971
 JZ2971'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ2971'TEMPORARILY MARKED BY 60-PENNY SPIKE, 3.024 METERS (9.918 FEET) S OF
 JZ2971'THE N RAIL OF THE INTERURBAN TRACKS.
 JZ2971'
 JZ2971'HEIGHT OF SIGNAL ABOVE STATION MARK- 1.2 METERS.
 JZ2971
 JZ2971                          STATION RECOVERY (1997)
 JZ2971
 JZ2971'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ2971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2968 ***********************************************************************
 JZ2968  DESIGNATION -  EATON ECC MONTGOMERY
 JZ2968  PID         -  JZ2968
 JZ2968  STATE/COUNTY-  OH/MONTGOMERY
 JZ2968  USGS QUAD   -  MIAMISBURG (1987)
 JZ2968
 JZ2968                         *CURRENT SURVEY CONTROL
 JZ2968  ___________________________________________________________________
 JZ2968* NAD 83(1995)-  39 44 46.21051(N)    084 19 46.31251(W)     ADJUSTED  
 JZ2968* NAVD 88     -       269.09   (+/-2cm)     882.8    (feet)  VERTCON   
 JZ2968  ___________________________________________________________________
 JZ2968  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 JZ2968  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JZ2968
 JZ2968  HORZ ORDER  -  SECOND
 JZ2968  VERT ORDER  -  THIRD ? (See Below)
 JZ2968
 JZ2968.The horizontal coordinates were established by classical geodetic methods
 JZ2968.and adjusted by the National Geodetic Survey in April 1998..
 JZ2968
 JZ2968.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2968.The vertical order pertains to the NGVD 29 superseded value.
 JZ2968
 JZ2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2968
 JZ2968.The geoid height was determined by GEOID03.
 JZ2968
 JZ2968;                    North         East     Units Scale Factor Converg.
 JZ2968;SPC OH S     -   195,438.744   443,209.992   MT  0.99995580   -1 09 39.1
 JZ2968;UTM  16      - 4,402,995.834   728,807.475   MT  1.00024458   +1 42 29.5
 JZ2968
 JZ2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2968!SPC OH S     -   0.99996300  x   0.99995580  =   0.99991880
 JZ2968!UTM  16      -   0.99996300  x   1.00024458  =   1.00020757
 JZ2968
 JZ2968:                Primary Azimuth Mark                     Grid Az
 JZ2968:SPC OH S     -  PRESTON ECC                              090 53 31.0
 JZ2968:UTM  16      -  PRESTON ECC                              088 01 22.4
 JZ2968
 JZ2968|---------------------------------------------------------------------|
 JZ2968| PID    Reference Object                     Distance      Geod. Az  |
 JZ2968|                                                           dddmmss.s |
 JZ2968| JZ2958 PRESTON ECC                         APPROX. 2.5 KM 0894351.9 |
 JZ2968| CF2798 EATON ECC MONTGOMERY AZ MK                         0900409.3 |
 JZ2968| CF2799 EATON ECC MONTGOMERY RM 1            24.375 METERS 19326     |
 JZ2968| CF2800 EATON ECC MONTGOMERY RM 2            24.920 METERS 27615     |
 JZ2968| JZ2972 EATON PTS                            19.730 METERS 27717     |
 JZ2968|---------------------------------------------------------------------|
 JZ2968
 JZ2968                          SUPERSEDED SURVEY CONTROL
 JZ2968
 JZ2968  NAD 83(1986)-  39 44 46.21783(N)    084 19 46.31878(W) AD(       ) 2
 JZ2968  NAD 27      -  39 44 46.02200(N)    084 19 46.52300(W) AD(       ) 2
 JZ2968  NGVD 29 (07/19/86)  269.28   (m)          883.5    (f) LEVELING    3  
 JZ2968
 JZ2968.Superseded values are not recommended for survey control.
 JZ2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2968.See file dsdata.txt to determine how the superseded data were derived.
 JZ2968
 JZ2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2880702996(NAD 83)
 JZ2968_MARKER: DS = TRIANGULATION STATION DISK
 JZ2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2968
 JZ2968  HISTORY     - Date     Condition        Report By
 JZ2968  HISTORY     - 1938     MONUMENTED       CGS
 JZ2968  HISTORY     - 1946     GOOD             CGS
 JZ2968  HISTORY     - 1950     GOOD             OHHD
 JZ2968  HISTORY     - 1967     GOOD             OH2090
 JZ2968  HISTORY     - 1985     GOOD             OH2090
 JZ2968  HISTORY     - 19970915 MARK NOT FOUND   USPSQD
 JZ2968
 JZ2968                          STATION DESCRIPTION
 JZ2968
 JZ2968'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ2968'THIS STATION IS 7 MILES BY ROAD W OF DAYTON AND 3 MILES BY ROAD E OF
 JZ2968'NEW LEBANON ON PROPERTY BELONGING TO A MR. ED KEPLINGER, WHO
 JZ2968'LIVES ABOUT 200 YARDS E OF THE STATION, MARK IS SET ON THE N EDGE OF
 JZ2968'OLD D. AND W. ELECTRIC RAILWAY BED,
 JZ2968'THIS RAILWAY IS NOW ABANDONED AND RAILS ARE
 JZ2968'REMOVED. POINT IS 25.2 FEET N OF THE CENTER LINE OF U.S. 35, 48 FEET
 JZ2968'E OF THE CENTER LINE OF GRAVEL, SECTION-LINE ROAD KNOWN AS THE
 JZ2968'SNYDER ROAD, 4 FEET S OF DITCH, MARK IS DIRECTLY OPPOSITE
 JZ2968'HAWLEYS FILLING STATION ON THE S SIDE OF HIGHWAY AND IS SET FLUSH
 JZ2968'WITH SURFACE OF GROUND.
 JZ2968'
 JZ2968'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JZ2968'BRONZE DISKS IN CONCRETE.
 JZ2968'
 JZ2968'REFERENCE MARK NO. 1 IS SSW OF THE STATION, SET IN THE NE EDGE OF
 JZ2968'CONCRETE STEP AT ENTRANCE TO FILLING STATION.  REFERENCE MARK
 JZ2968'NO. 2 IS W OF THE STATION, 35 FEET N OF THE CENTER LINE OF 35, SET IN
 JZ2968'OLD CONCRETE ABUTMENT OF FILLING STATION, 8 FEET W OF SW CORNER,
 JZ2968'33 FEET W OF CENTER LINE OF SECTION-LINE ROAD.
 JZ2968'
 JZ2968'EATON 1927 IS W OF THE STATION, 34 FEET N OF THE CENTER LINE OF 35,
 JZ2968'16 FEET W OF THE CENTER LINE OF SECTION-LINE ROAD,
 JZ2968'3.5 FEET NW OF D.P. AND L. CO. POLE
 JZ2968'NO. 62988.  THIS STATION WAS ESTABLISHED BY C.M. DURGIN IN 1927 AS A
 JZ2968'FIRST ORDER TRAVERSE STATION, AND WAS FOUND AS DESCRIBED BY HIM
 JZ2968'WITH THE EXCEPTION OF THE DISK BEING THAT OF A STANDARD
 JZ2968'TRIANGULATION STATION, MARK IS SET FLUSH WITH SURFACE OF GROUND.
 JZ2968'
 JZ2968'AZIMUTH MARK IS E OF THE STATION, SET ON THE S RIGHT-OF-WAY LINE OF
 JZ2968'35, 29.5 FEET S OF THE CENTER LINE OF 35, 12 FEET N OF LARGE TREE,
 JZ2968'6 FEET E OF TELEPHONE POLE, 45 FEET NW OF NW CORNER OF RESIDENCE,
 JZ2968'MARK PROJECTS 6 INCHES.
 JZ2968'
 JZ2968'HEIGHT OF LIGHT ABOVE STATION MARK- 1.2 METERS.
 JZ2968
 JZ2968                          STATION RECOVERY (1946)
 JZ2968
 JZ2968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (GBG)
 JZ2968'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED SUBSTANTIALLY AS
 JZ2968'DESCRIBED BY C. AND G.S., 1938, AND IN GOOD CONDITION.
 JZ2968'
 JZ2968'THE STATION IS ON THE SHOULDER OF THE HIGHWAY, AND 30.80 FEET SE OF
 JZ2968'ROAD SIGNPOST.
 JZ2968
 JZ2968                          STATION RECOVERY (1950)
 JZ2968
 JZ2968'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1950 (JSP)
 JZ2968'R.M. 2 WAS DESTROYED DUE TO WIDENING OF U.S. HIGHWAY 35. A NEW
 JZ2968'REFERENCE MARK, EATON ECC. NO. 3 1950, WAS SET ON LINE FROM R.M. 1
 JZ2968'THROUGH EATON 1927, 74 FEET N OF CENTER LINE OF U.S. HIGHWAY 35, AND
 JZ2968'29 FEET W OF CENTER LINE OF SNYDER ROAD.
 JZ2968'
 JZ2968'REFERENCE MARK DISK STAMPED EATON ECC NO. 2 1938 RECEIVED 8/31/50.
 JZ2968
 JZ2968                          STATION RECOVERY (1967)
 JZ2968
 JZ2968'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ2968'ETON ECC 1938 RECOVERED GOOD.
 JZ2968'
 JZ2968'ETON ECC NO. 1 1938 RECOVERED GOOD.
 JZ2968'
 JZ2968'ETON ECC NO. 3 1950 LOOSE IN GROUND.
 JZ2968'
 JZ2968'ETON ECC (1938 AZ MK) RECOVERED GOOD.
 JZ2968'
 JZ2968'FD. STA. AZ. AND REF MK NO. 1 AS DESCRIBED IN GOOD CONDITION.  FD REF
 JZ2968'MK NO. 3 AS DESCRIBED BUT MK IS LOOSE IN GROUND.
 JZ2968
 JZ2968                          STATION RECOVERY (1985)
 JZ2968
 JZ2968'RECOVERY NOTE BY CITY OF DAYTON OHIO 1985 (JK)
 JZ2968'EATON ECC 1938 FOUND GOOD.
 JZ2968'NOTE EATON ECC RM NO. 3, FOUND IN GOOD CONDITION.
 JZ2968'NOTE EATON ECC RM NO. 1, FOUND IN GOOD CONDITION.
 JZ2968'NOTE EATON ECC AZIMUTH MARK - DESTROYED DURING CONSTRUCTION OF
 JZ2968'WATER LINE.
 JZ2968'NOTE EATON - 1ST. ORDER TRAVERSE - UNABLE TO LOCATE DUE TO
 JZ2968'STREET IMPROVEMENT ( WIDENING (EATON, 1927.
 JZ2968
 JZ2968                          STATION RECOVERY (1997)
 JZ2968
 JZ2968'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ2968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0217 ***********************************************************************
 JZ0217  DESIGNATION -  EATON ECC RM 2
 JZ0217  PID         -  JZ0217
 JZ0217  STATE/COUNTY-  OH/MONTGOMERY
 JZ0217  USGS QUAD   -  MIAMISBURG (1987)
 JZ0217
 JZ0217                         *CURRENT SURVEY CONTROL
 JZ0217  ___________________________________________________________________
 JZ0217* NAD 83(1986)-  39 44 46.     (N)    084 19 48.     (W)     SCALED    
 JZ0217* NAVD 88     -       269.545  (meters)     884.33   (feet)  ADJUSTED  
 JZ0217  ___________________________________________________________________
 JZ0217  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JZ0217  DYNAMIC HT  -         269.396 (meters)     883.84  (feet)  COMP
 JZ0217  MODELED GRAV-     980,065.7   (mgal)                       NAVD 88
 JZ0217
 JZ0217  VERT ORDER  -  SECOND    CLASS 0
 JZ0217
 JZ0217.The horizontal coordinates were scaled from a topographic map and have
 JZ0217.an estimated accuracy of +/- 6 seconds.
 JZ0217
 JZ0217.The orthometric height was determined by differential leveling
 JZ0217.and adjusted by the National Geodetic Survey in June 1991..
 JZ0217
 JZ0217.The geoid height was determined by GEOID03.
 JZ0217
 JZ0217.The dynamic height is computed by dividing the NAVD 88
 JZ0217.geopotential number by the normal gravity value computed on the
 JZ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0217.degrees latitude (g = 980.6199 gals.).
 JZ0217
 JZ0217.The modeled gravity was interpolated from observed gravity values.
 JZ0217
 JZ0217;                    North         East    Units  Estimated Accuracy
 JZ0217;SPC OH S     -   195,430.      443,170.      MT  (+/- 180 meters Scaled)
 JZ0217
 JZ0217                          SUPERSEDED SURVEY CONTROL
 JZ0217
 JZ0217  NGVD 29 (??/??/92)  269.732  (m)          884.95   (f) ADJ UNCH    2 0
 JZ0217
 JZ0217.Superseded values are not recommended for survey control.
 JZ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0217.See file dsdata.txt to determine how the superseded data were derived.
 JZ0217
 JZ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK287029(NAD 83)
 JZ0217_MARKER: DR = REFERENCE MARK DISK
 JZ0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0217_SP_SET: FOUNDATION
 JZ0217_STAMPING: EATON ECC NO 2 1938
 JZ0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0217
 JZ0217  HISTORY     - Date     Condition        Report By
 JZ0217  HISTORY     - 1938     MONUMENTED       CGS
 JZ0217  HISTORY     - 1947     GOOD             NGS
 JZ0217  HISTORY     - 19970915 MARK NOT FOUND   USPSQD
 JZ0217
 JZ0217                          STATION DESCRIPTION
 JZ0217
 JZ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0217'3 MI E FROM NEW LEBANON.
 JZ0217'3.0 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0217'NEW LEBANON, AT THE JUNCTION OF SNYDER ROAD LEADING NORTH, 35
 JZ0217'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET WEST OF
 JZ0217'THE CENTER LINE OF SNYDER ROAD, 20 FEET WEST-NORTHWEST OF POWER
 JZ0217'POLE NO. 62988, 17 FEET WEST OF STATION EATON 1927, AND SET IN
 JZ0217'THE TOP AND 8 FEET WEST OF THE SOUTHEAST CORNER OF AN ABANDONED
 JZ0217'CONCRETE FOUNDATION.
 JZ0217
 JZ0217                          STATION RECOVERY (1997)
 JZ0217
 JZ0217'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1053 ***********************************************************************
 MC1053  DESIGNATION -  EATON GRAFTON STATE FARM TANK
 MC1053  PID         -  MC1053
 MC1053  STATE/COUNTY-  OH/LORAIN
 MC1053  USGS QUAD   -  GRAFTON (1979)
 MC1053
 MC1053                         *CURRENT SURVEY CONTROL
 MC1053  ___________________________________________________________________
 MC1053* NAD 83(1995)-  41 17 43.01892(N)    082 00 36.94726(W)     ADJUSTED  
 MC1053* NAVD 88     -                                                        
 MC1053  ___________________________________________________________________
 MC1053  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 MC1053  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 MC1053
 MC1053  HORZ ORDER  -  THIRD
 MC1053
 MC1053.The horizontal coordinates were established by classical geodetic methods
 MC1053.and adjusted by the National Geodetic Survey in April 1998..
 MC1053
 MC1053
 MC1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1053
 MC1053.The geoid height was determined by GEOID03.
 MC1053
 MC1053;                    North         East     Units Scale Factor Converg.
 MC1053;SPC OH N     -   180,967.501   641,017.275   MT  0.99994701   +0 19 18.2
 MC1053;UTM  17      - 4,572,029.279   415,415.069   MT  0.99968805   -0 40 00.3
 MC1053
 MC1053                          SUPERSEDED SURVEY CONTROL
 MC1053
 MC1053  NAD 83(1995)-  41 17 43.02870(N)    082 00 36.95677(W) AD(       ) 4
 MC1053  NAD 83(1986)-  41 17 43.02845(N)    082 00 36.95789(W) AD(       ) 4
 MC1053  NAD 27      -  41 17 42.84900(N)    082 00 37.44400(W) AD(       ) 3
 MC1053
 MC1053.Superseded values are not recommended for survey control.
 MC1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1053.See file dsdata.txt to determine how the superseded data were derived.
 MC1053
 MC1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF1541572029(NAD 83)
 MC1053
 MC1053  HISTORY     - Date     Condition        Report By
 MC1053  HISTORY     - 1943     MONUMENTED       CGS
 MC1053  HISTORY     - 19960902 GOOD             USPSQD
 MC1053
 MC1053                          STATION DESCRIPTION
 MC1053
 MC1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1053'THIS TANK IS LOCATED ABOUT 2.0 MILES SSE OF EATON.  THE
 MC1053'TANK IS A
 MC1053'FOUR-LEGGED STEEL STRUCTURE PAINTED BLACK WITH A YELLOW
 MC1053'TOP.  THE OVERALL HEIGHT OF
 MC1053'THE TOWER IS APPROXIMATELY 135 FEET.
 MC1053'
 MC1053'THIS STATION WAS LOCATED BY INTERSECTION FROM TRIANGULATION
 MC1053'STATIONS OLMSTEAD,
 MC1053'OHIO, AND GRAFTON.
 MC1053'
 MC1053'THE POINT SIGHTED ON WAS THE CENTER OF THE TANK.
 MC1053'
 MC1053'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 76 AND 82
 MC1053'IN EATON, GO S
 MC1053'1.85 MILES ON HIGHWAY 76, TURN LEFT ON ROAD JUST
 MC1053'AFTER CROSSING RAILROAD TRACKS
 MC1053'AND GO E FOR 0.6 MILE TO TANK ON
 MC1053'LEFT.
 MC1053
 MC1053                          STATION RECOVERY (1996)
 MC1053
 MC1053'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3275 ***********************************************************************
 JZ3275  DESIGNATION -  EATON METHODIST CHURCH SPIRE
 JZ3275  PID         -  JZ3275
 JZ3275  STATE/COUNTY-  OH/PREBLE
 JZ3275  USGS QUAD   -  EATON SOUTH (1987)
 JZ3275
 JZ3275                         *CURRENT SURVEY CONTROL
 JZ3275  ___________________________________________________________________
 JZ3275* NAD 83(1995)-  39 44 42.29908(N)    084 37 58.44318(W)     ADJUSTED  
 JZ3275* NAVD 88     -                                                        
 JZ3275  ___________________________________________________________________
 JZ3275  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 JZ3275  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JZ3275
 JZ3275  HORZ ORDER  -  THIRD
 JZ3275
 JZ3275.The horizontal coordinates were established by classical geodetic methods
 JZ3275.and adjusted by the National Geodetic Survey in April 1998..
 JZ3275
 JZ3275
 JZ3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3275
 JZ3275.The geoid height was determined by GEOID03.
 JZ3275
 JZ3275;                    North         East     Units Scale Factor Converg.
 JZ3275;SPC OH S     -   195,888.575   417,212.993   MT  0.99995568   -1 21 12.1
 JZ3275;SPC IN E     -   499,725.686   188,602.568   MT  1.00006328   +0 39 39.6
 JZ3275;SPC IN E     - 1,639,516.69    618,773.59   sFT  1.00006328   +0 39 39.6
 JZ3275;UTM  16      - 4,402,144.057   702,814.859   MT  1.00010644   +1 30 50.3
 JZ3275
 JZ3275                          SUPERSEDED SURVEY CONTROL
 JZ3275
 JZ3275  NAD 83(1986)-  39 44 42.30630(N)    084 37 58.45490(W) AD(       ) 4
 JZ3275  NAD 27      -  39 44 42.12200(N)    084 37 58.62400(W) AD(       ) 3
 JZ3275
 JZ3275.Superseded values are not recommended for survey control.
 JZ3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3275.See file dsdata.txt to determine how the superseded data were derived.
 JZ3275
 JZ3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK0281502144(NAD 83)
 JZ3275_MARKER: 90 = CHURCH SPIRE
 JZ3275
 JZ3275  HISTORY     - Date     Condition        Report By
 JZ3275  HISTORY     - 1938     FIRST OBSERVED   CGS
 JZ3275  HISTORY     - 1940     GOOD             CGS
 JZ3275  HISTORY     - 20030203 GOOD             GEOCAC
 JZ3275
 JZ3275                          STATION DESCRIPTION
 JZ3275
 JZ3275'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (CIA)
 JZ3275'THE CHURCH IS ONE-HALF BLOCK N OF EAST MAIN
 JZ3275'STREET ON THE E SIDE OF NORTH MAPLE STREET IN EATON, OHIO.
 JZ3275'
 JZ3275'A NO-CHECK POSITION OF THIS OBJECT WAS MADE IN 1932, AND CALLED
 JZ3275'EATON, CATHOLIC CHURCH SPIRE.
 JZ3275
 JZ3275                          STATION RECOVERY (2003)
 JZ3275
 JZ3275'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ3275'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SOMERS STREET (E/W) AND
 JZ3275'MAPLE STREET (N/S)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3269 ***********************************************************************
 JZ3269  DESIGNATION -  EATON MUNICIPAL STANDPIPE
 JZ3269  PID         -  JZ3269
 JZ3269  STATE/COUNTY-  OH/PREBLE
 JZ3269  USGS QUAD   -  EATON NORTH (1981)
 JZ3269
 JZ3269                         *CURRENT SURVEY CONTROL
 JZ3269  ___________________________________________________________________
 JZ3269* NAD 83(1995)-  39 45 08.22615(N)    084 38 32.55935(W)     ADJUSTED  
 JZ3269* NAVD 88     -                                                        
 JZ3269  ___________________________________________________________________
 JZ3269  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 JZ3269  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JZ3269
 JZ3269  HORZ ORDER  -  THIRD
 JZ3269
 JZ3269.The horizontal coordinates were established by classical geodetic methods
 JZ3269.and adjusted by the National Geodetic Survey in April 1998..
 JZ3269
 JZ3269
 JZ3269.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3269
 JZ3269.The geoid height was determined by GEOID03.
 JZ3269
 JZ3269;                    North         East     Units Scale Factor Converg.
 JZ3269;SPC OH S     -   196,707.173   416,419.972   MT  0.99995648   -1 21 33.8
 JZ3269;SPC IN E     -   500,515.987   187,781.175   MT  1.00006150   +0 39 18.2
 JZ3269;SPC IN E     - 1,642,109.53    616,078.74   sFT  1.00006150   +0 39 18.2
 JZ3269;UTM  16      - 4,402,922.075   701,981.756   MT  1.00010229   +1 30 29.3
 JZ3269
 JZ3269                          SUPERSEDED SURVEY CONTROL
 JZ3269
 JZ3269  NAD 83(1986)-  39 45 08.23300(N)    084 38 32.57270(W) AD(       ) 4
 JZ3269  NAD 27      -  39 45 08.05000(N)    084 38 32.74000(W) AD(       ) 3
 JZ3269
 JZ3269.Superseded values are not recommended for survey control.
 JZ3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3269.See file dsdata.txt to determine how the superseded data were derived.
 JZ3269
 JZ3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK0198202922(NAD 83)
 JZ3269_MARKER: 52 = STANDPIPE TANK
 JZ3269
 JZ3269  HISTORY     - Date     Condition        Report By
 JZ3269  HISTORY     - 1932     FIRST OBSERVED   CGS
 JZ3269
 JZ3269                          STATION DESCRIPTION
 JZ3269
 JZ3269'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2972 ***********************************************************************
 JZ2972  DESIGNATION -  EATON PTS
 JZ2972  PID         -  JZ2972
 JZ2972  STATE/COUNTY-  OH/MONTGOMERY
 JZ2972  USGS QUAD   -  MIAMISBURG (1987)
 JZ2972
 JZ2972                         *CURRENT SURVEY CONTROL
 JZ2972  ___________________________________________________________________
 JZ2972* NAD 83(1995)-  39 44 46.29164(N)    084 19 47.13452(W)     ADJUSTED  
 JZ2972* NAVD 88     -       269.33   (+/-2cm)     883.6    (feet)  VERTCON   
 JZ2972  ___________________________________________________________________
 JZ2972  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 JZ2972  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JZ2972
 JZ2972  HORZ ORDER  -  SECOND
 JZ2972  VERT ORDER  -  THIRD ? (See Below)
 JZ2972
 JZ2972.The horizontal coordinates were established by classical geodetic methods
 JZ2972.and adjusted by the National Geodetic Survey in April 1998..
 JZ2972
 JZ2972.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2972.The vertical order pertains to the NGVD 29 superseded value.
 JZ2972
 JZ2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2972
 JZ2972.The geoid height was determined by GEOID03.
 JZ2972
 JZ2972;                    North         East     Units Scale Factor Converg.
 JZ2972;SPC OH S     -   195,441.642   443,190.477   MT  0.99995580   -1 09 39.7
 JZ2972;UTM  16      - 4,402,997.752   728,787.834   MT  1.00024447   +1 42 29.0
 JZ2972
 JZ2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2972!SPC OH S     -   0.99996296  x   0.99995580  =   0.99991876
 JZ2972!UTM  16      -   0.99996296  x   1.00024447  =   1.00020742
 JZ2972
 JZ2972                          SUPERSEDED SURVEY CONTROL
 JZ2972
 JZ2972  NAD 83(1986)-  39 44 46.29885(N)    084 19 47.13995(W) AD(       ) 2
 JZ2972  NAD 27      -  39 44 46.10300(N)    084 19 47.34500(W) AD(       ) 2
 JZ2972  NGVD 29 (07/19/86)  269.52   (m)          884.3    (f) LEVELING    3  
 JZ2972
 JZ2972.Superseded values are not recommended for survey control.
 JZ2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2972.See file dsdata.txt to determine how the superseded data were derived.
 JZ2972
 JZ2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2878802998(NAD 83)
 JZ2972_MARKER: DS = TRIANGULATION STATION DISK
 JZ2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2972_MARK LOGO: CGS   
 JZ2972
 JZ2972  HISTORY     - Date     Condition        Report By
 JZ2972  HISTORY     - 1927     MONUMENTED       CGS
 JZ2972  HISTORY     - 1935     GOOD             CGS
 JZ2972  HISTORY     - 1938     GOOD             CGS
 JZ2972  HISTORY     - 1946     GOOD             CGS
 JZ2972  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ2972  HISTORY     - 19970915 MARK NOT FOUND   USPSQD
 JZ2972
 JZ2972                          STATION DESCRIPTION
 JZ2972
 JZ2972'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ2972'STATION IS 3 MILES E OF NEW LEBANON AT THE INTERSECTION OF THE
 JZ2972'EATON-DAYTON PIKE AND THE SECTION LINE ROAD KNOWN AS THE SNYDER
 JZ2972'ROAD. IT IS 9.65 METERS (31.66 FEET) N OF THE CENTER OF THE
 JZ2972'EATON-DAYTON PIKE, 2.78 METERS (9.12 FEET) N OF THE N RAIL OF
 JZ2972'INTERURBAN LINE, AND 5.2 METERS (17.1 FEET) W OF THE N AND S SECTION
 JZ2972'LINE ROAD.
 JZ2972'
 JZ2972'STATION OCCUPIED ECCENTRICALLY.
 JZ2972'
 JZ2972'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 JZ2972
 JZ2972                          STATION RECOVERY (1935)
 JZ2972
 JZ2972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JZ2972'THIS TAVERSE STATION RECOVERED AS DESCRIBED IN GOOD CONDITION. THE
 JZ2972'DAYTON-EATON PIKE IS NOW PAVED STATE HIGHWAY 11.  THE STATION IS
 JZ2972'2-1/2 FEET NW OF A POWER-LINE POLE, 10 FEET E OF THE E END OF A
 JZ2972'CONCRETE FLOOR FORMERLY FOUNDATION OF A RAILWAY FREIGHT HOUSE. A
 JZ2972'GASOLINE STATION ON S SIDE OF THE HIGHWAY DUE S OF THE TRAVERSE
 JZ2972'STATION.
 JZ2972
 JZ2972                          STATION RECOVERY (1938)
 JZ2972
 JZ2972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ2972'STATION RECOVERED AS DESCRIBED BY C.M. DURGIN, AND MARK FOUND IN FAIR
 JZ2972'CONDITION. MARK IS STANDARD TRIANGULATION DISK, ALTHOUGH IT WAS
 JZ2972'ORIGINALLY ESTABLISHED AS A FIRST-ORDER TRAVERSE STATION. STATION WAS
 JZ2972'CUT IN FROM STATION EATON ECC.  BY ANGLE AND DISTANCE.
 JZ2972
 JZ2972                          STATION RECOVERY (1946)
 JZ2972
 JZ2972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (GBG)
 JZ2972'STATION IS 3.0 MILES E OF NEW LEBANON, ON STATE HIGHWAY 35, AT ITS
 JZ2972'JUNCTION WITH SNYDER ROAD. THE MARK IS 34 FEET N OF THE CENTER
 JZ2972'LINE OF THE HIGHWAY, 16 FEET W OF THE CENTER LINE OF SNYDER ROAD, 9.0
 JZ2972'FEET E OF SE CORNER OF A CONCRETE FOUNDATION OF A FORMER FREIGHT
 JZ2972'HOUSE, 3.6 FEET NW OF A POWER-LINE POLE, 3.0 FEET SW OF A STOP SIGN,
 JZ2972'AND 19.75 METERS W OF TRIANGULATION STATION EATON ECC 1938. STATION
 JZ2972'IS A BRONZE STATION DISK STAMPED EATON 1927, IN TOP OF CONCRETE, AND
 JZ2972'FLUSH WITH THE GROUND.
 JZ2972
 JZ2972                          STATION RECOVERY (1967)
 JZ2972
 JZ2972'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ2972'DESCRIPTION PLACED STA UNDER PAVEMENT DUG APPROX 8 INCHES INTO PAV.
 JZ2972'CLOSE PROXIMITY TO ETON ECC WARRANTED ONLY BRIEF SEARCH.  DID NOT
 JZ2972'FIND.
 JZ2972
 JZ2972                          STATION RECOVERY (1997)
 JZ2972
 JZ2972'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ2972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1308 ***********************************************************************
 JZ1308  DESIGNATION -  EATON RM 1
 JZ1308  PID         -  JZ1308
 JZ1308  STATE/COUNTY-  OH/PREBLE
 JZ1308  USGS QUAD   -  EATON SOUTH (1987)
 JZ1308
 JZ1308                         *CURRENT SURVEY CONTROL
 JZ1308  ___________________________________________________________________
 JZ1308* NAD 83(1986)-  39 44 37.     (N)    084 43 30.     (W)     SCALED    
 JZ1308* NAVD 88     -       365.171  (meters)    1198.07   (feet)  ADJUSTED  
 JZ1308  ___________________________________________________________________
 JZ1308  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JZ1308  DYNAMIC HT  -         364.955 (meters)    1197.36  (feet)  COMP
 JZ1308  MODELED GRAV-     980,025.7   (mgal)                       NAVD 88
 JZ1308
 JZ1308  VERT ORDER  -  SECOND    CLASS 0
 JZ1308
 JZ1308.The horizontal coordinates were scaled from a topographic map and have
 JZ1308.an estimated accuracy of +/- 6 seconds.
 JZ1308
 JZ1308.The orthometric height was determined by differential leveling
 JZ1308.and adjusted by the National Geodetic Survey in June 1991..
 JZ1308
 JZ1308.The geoid height was determined by GEOID03.
 JZ1308
 JZ1308.The dynamic height is computed by dividing the NAVD 88
 JZ1308.geopotential number by the normal gravity value computed on the
 JZ1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1308.degrees latitude (g = 980.6199 gals.).
 JZ1308
 JZ1308.The modeled gravity was interpolated from observed gravity values.
 JZ1308
 JZ1308;                    North         East    Units  Estimated Accuracy
 JZ1308;SPC OH S     -   195,920.      409,320.      MT  (+/- 180 meters Scaled)
 JZ1308
 JZ1308                          SUPERSEDED SURVEY CONTROL
 JZ1308
 JZ1308  NGVD 29 (??/??/92)  365.320  (m)         1198.55   (f) ADJ UNCH    2 0
 JZ1308
 JZ1308.Superseded values are not recommended for survey control.
 JZ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1308.See file dsdata.txt to determine how the superseded data were derived.
 JZ1308
 JZ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK949017(NAD 83)
 JZ1308_MARKER: DR = REFERENCE MARK DISK
 JZ1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1308_STAMPING: EATON NO 1 1932
 JZ1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1308+STABILITY: SURFACE MOTION
 JZ1308
 JZ1308  HISTORY     - Date     Condition        Report By
 JZ1308  HISTORY     - 1932     MONUMENTED       CGS
 JZ1308  HISTORY     - 1947     GOOD             NGS
 JZ1308
 JZ1308                          STATION DESCRIPTION
 JZ1308
 JZ1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1308'1.8 MI E FROM WEST FLORENCE.
 JZ1308'1.85 MILES EAST ALONG STATE HIGHWAY 122 FROM THE CROSSROADS AT
 JZ1308'WEST FLORENCE, ABOUT 0.15 MILE WEST OF A CROSS ROAD, 1.7.5 FEET
 JZ1308'NORTH OF THE CENTER LINE OF THE HIGHWAY, 80 FEET NORTH OF THE
 JZ1308'HIGHWAY R/W FENCE LINE 1 FOOT EAST OF THE WEST FENCE LINE OF A
 JZ1308'FIELD LANE, 205 FEET NORTH-NORTHEAST AND ACROSS THE HIGHWAY
 JZ1308'FROM THE STATION MARK, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 JZ1308'POST, ABOUT 3.5 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 JZ1308'CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1306 ***********************************************************************
 JZ1306  DESIGNATION -  EATON RM 2
 JZ1306  PID         -  JZ1306
 JZ1306  STATE/COUNTY-  OH/PREBLE
 JZ1306  USGS QUAD   -  EATON SOUTH (1987)
 JZ1306
 JZ1306                         *CURRENT SURVEY CONTROL
 JZ1306  ___________________________________________________________________
 JZ1306* NAD 83(1986)-  39 44 37.     (N)    084 43 36.     (W)     SCALED    
 JZ1306* NAVD 88     -       360.237  (meters)    1181.88   (feet)  ADJUSTED  
 JZ1306  ___________________________________________________________________
 JZ1306  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JZ1306  DYNAMIC HT  -         360.025 (meters)    1181.18  (feet)  COMP
 JZ1306  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 JZ1306
 JZ1306  VERT ORDER  -  SECOND    CLASS 0
 JZ1306
 JZ1306.The horizontal coordinates were scaled from a topographic map and have
 JZ1306.an estimated accuracy of +/- 6 seconds.
 JZ1306
 JZ1306.The orthometric height was determined by differential leveling
 JZ1306.and adjusted by the National Geodetic Survey in June 1991..
 JZ1306
 JZ1306.The geoid height was determined by GEOID03.
 JZ1306
 JZ1306.The dynamic height is computed by dividing the NAVD 88
 JZ1306.geopotential number by the normal gravity value computed on the
 JZ1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1306.degrees latitude (g = 980.6199 gals.).
 JZ1306
 JZ1306.The modeled gravity was interpolated from observed gravity values.
 JZ1306
 JZ1306;                    North         East    Units  Estimated Accuracy
 JZ1306;SPC OH S     -   195,920.      409,180.      MT  (+/- 180 meters Scaled)
 JZ1306
 JZ1306                          SUPERSEDED SURVEY CONTROL
 JZ1306
 JZ1306  NGVD 29 (??/??/92)  360.386  (m)         1182.37   (f) ADJ UNCH    2 0
 JZ1306
 JZ1306.Superseded values are not recommended for survey control.
 JZ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1306.See file dsdata.txt to determine how the superseded data were derived.
 JZ1306
 JZ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK947017(NAD 83)
 JZ1306_MARKER: DR = REFERENCE MARK DISK
 JZ1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1306_STAMPING: EATON NO 2 1932
 JZ1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1306+STABILITY: SURFACE MOTION
 JZ1306
 JZ1306  HISTORY     - Date     Condition        Report By
 JZ1306  HISTORY     - 1932     MONUMENTED       CGS
 JZ1306  HISTORY     - 1947     GOOD             NGS
 JZ1306
 JZ1306                          STATION DESCRIPTION
 JZ1306
 JZ1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1306'1.8 MI E FROM WEST FLORENCE.
 JZ1306'1.85 MILES EAST ALONG STATE HIGHWAY 122 FROM THE CROSSROADS AT
 JZ1306'WEST FLORENCE, ABOUT 130 YARDS WEST OF THE TOP OF A GRADE AND
 JZ1306'THE CENTER OF A WALK LEADING SOUTH TO A FARM HOUSE, 26 FEET NORTH
 JZ1306'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF A TELEPHONE
 JZ1306'POLE, 1.8 FEET SOUTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE
 JZ1306'WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY, AND SET IN THE
 JZ1306'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3209 ***********************************************************************
 KY3209  DESIGNATION -  EBBERTS BELMONT COUNTY SURVEY
 KY3209  PID         -  KY3209
 KY3209  STATE/COUNTY-  OH/BELMONT
 KY3209  USGS QUAD   -  LANSING (1994)
 KY3209
 KY3209                         *CURRENT SURVEY CONTROL
 KY3209  ___________________________________________________________________
 KY3209* NAD 83(1995)-  40 04 12.28767(N)    080 51 08.97334(W)     ADJUSTED  
 KY3209* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 KY3209  ___________________________________________________________________
 KY3209  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 KY3209  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY3209
 KY3209  HORZ ORDER  -  SECOND
 KY3209
 KY3209.The horizontal coordinates were established by classical geodetic methods
 KY3209.and adjusted by the National Geodetic Survey in April 1998..
 KY3209
 KY3209.The orthometric height was scaled from a topographic map.
 KY3209
 KY3209.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3209
 KY3209.The geoid height was determined by GEOID03.
 KY3209
 KY3209;                    North         East     Units Scale Factor Converg.
 KY3209;SPC OH S     -   231,096.355   740,536.338   MT  1.00000748   +1 02 43.4
 KY3209;UTM  17      - 4,435,545.873   512,578.309   MT  0.99960195   +0 05 41.8
 KY3209
 KY3209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3209!SPC OH S     -   0.99994228  x   1.00000748  =   0.99994976
 KY3209!UTM  17      -   0.99994228  x   0.99960195  =   0.99954426
 KY3209
 KY3209                          SUPERSEDED SURVEY CONTROL
 KY3209
 KY3209  NAD 83(1986)-  40 04 12.29787(N)    080 51 08.97827(W) AD(       ) 2
 KY3209  NAD 27      -  40 04 12.03610(N)    080 51 09.65680(W) AD(       ) 2
 KY3209
 KY3209.Superseded values are not recommended for survey control.
 KY3209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3209.See file dsdata.txt to determine how the superseded data were derived.
 KY3209
 KY3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE1257835546(NAD 83)
 KY3209_MARKER: I = METAL ROD
 KY3209_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KY3209_SP_SET: OBJECT DRIVEN INTO GROUND
 KY3209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3209
 KY3209  HISTORY     - Date     Condition        Report By
 KY3209  HISTORY     - 1963     MONUMENTED       OH-013
 KY3209
 KY3209                          STATION DESCRIPTION
 KY3209
 KY3209'DESCRIBED BY BELMONT COUNTY OHIO 1963 (VBM)
 KY3209'THE STATION IS LOCATED ABOUT 6 MILES WEST OF BRIDGEPORT, 3 MILES
 KY3209'EAST OF ST. CLAIRSVILLE AND ON SECTION LINE 27 AND 28, R. 3 W.
 KY3209'T. 6 N.  THE STATION IS ON THE RIGHT-OF-WAY OF INTERSTATE 70 AND
 KY3209'U.S. 40.
 KY3209'
 KY3209'TO REACH FROM THE JUNCTION OF US HIGHWAY 40 AND STATE HIGHWAY 7 IN
 KY3209'BRIDGEPORT, GO WEST ON US HIGHWAY 40 FOR 5.75 MILES TO THE
 KY3209'INTERSECTION OF INTERSTATE 70, US HIGHWAYS 40 AND
 KY3209'440 AND STATE HIGHWAY 214, CONTINUE AHEAD ON INTERSTATE 70 AND US
 KY3209'40 FOR 1.0 MILE TO A UNDER-PASS FOR A COUNTY ROAD,
 KY3209'CONTINUE AHEAD ON INTERSTATE 70 FOR ABOUT 150 FEET TO THE WEST
 KY3209'END OF A GUARD RAIL ON THE RIGHT AND A YELLOW SIGN ON THE RIGHT
 KY3209'READING RIGHT LANE ENDS, BEAR RIGHT LEAVING THE
 KY3209'HIGHWAY AND GO WESTERLY UP STEEP SLOPE FOR 0.1 MILE TO THE HIGHEST
 KY3209'POINT OF HILL AND THE STATION.
 KY3209'
 KY3209'IT IS A 4 INCH I BEAM STEEL ROD, DRIVEN INTO THE GROUND ABOUT 4
 KY3209'FEET. THE TOP IS FLUSH WITH THE GROUND.  IT IS 50 FEET SOUTHEAST
 KY3209'OF A POWERPOLE, 64 FEET SOUTHWEST OF THE WITNESS
 KY3209'POST AND 18 FEET SOUTH OF THE EAST-WEST FENCE LINE.
 KY3209'
 KY3209'A TRAVERSE CONNECTION WAS MADE FROM STATION CLAIR, THE DISTANCE
 KY3209'BEING- 22.59 FT. 6.884 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3067 ***********************************************************************
 JZ3067  DESIGNATION -  EBY
 JZ3067  PID         -  JZ3067
 JZ3067  STATE/COUNTY-  OH/MONTGOMERY
 JZ3067  USGS QUAD   -  BROOKVILLE (1987)
 JZ3067
 JZ3067                         *CURRENT SURVEY CONTROL
 JZ3067  ___________________________________________________________________
 JZ3067* NAD 83(1995)-  39 46 28.44055(N)    084 22 42.01016(W)     ADJUSTED  
 JZ3067* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 JZ3067  ___________________________________________________________________
 JZ3067  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 JZ3067  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JZ3067
 JZ3067  HORZ ORDER  -  FIRST
 JZ3067
 JZ3067.The horizontal coordinates were established by classical geodetic methods
 JZ3067.and adjusted by the National Geodetic Survey in April 1998..
 JZ3067
 JZ3067.The orthometric height was scaled from a topographic map.
 JZ3067
 JZ3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3067
 JZ3067.The geoid height was determined by GEOID03.
 JZ3067
 JZ3067;                    North         East     Units Scale Factor Converg.
 JZ3067;SPC OH S     -   198,676.747   439,093.608   MT  0.99995905   -1 11 30.6
 JZ3067;UTM  16      - 4,406,024.542   724,532.981   MT  1.00022072   +1 40 40.6
 JZ3067
 JZ3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3067!SPC OH S     -   0.99996006  x   0.99995905  =   0.99991911
 JZ3067!UTM  16      -   0.99996006  x   1.00022072  =   1.00018077
 JZ3067
 JZ3067:                Primary Azimuth Mark                     Grid Az
 JZ3067:SPC OH S     -  JONES                                    075 10 26.6
 JZ3067:UTM  16      -  JONES                                    072 18 15.4
 JZ3067
 JZ3067|---------------------------------------------------------------------|
 JZ3067| PID    Reference Object                     Distance      Geod. Az  |
 JZ3067|                                                           dddmmss.s |
 JZ3067| JZ3004 JONES                               APPROX. 1.0 KM 0735856.0 |
 JZ3067|---------------------------------------------------------------------|
 JZ3067
 JZ3067                          SUPERSEDED SURVEY CONTROL
 JZ3067
 JZ3067  NAD 83(1986)-  39 46 28.45574(N)    084 22 42.00545(W) AD(       ) 1
 JZ3067  NAD 27      -  39 46 28.24900(N)    084 22 42.19000(W) AD(       ) 1
 JZ3067
 JZ3067.Superseded values are not recommended for survey control.
 JZ3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3067.See file dsdata.txt to determine how the superseded data were derived.
 JZ3067
 JZ3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2453306025(NAD 83)
 JZ3067_MARKER: DS = TRIANGULATION STATION DISK
 JZ3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3067_STAMPING: EBY 1927
 JZ3067_MARK LOGO: CGS   
 JZ3067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3067+STABILITY: SURFACE MOTION
 JZ3067
 JZ3067  HISTORY     - Date     Condition        Report By
 JZ3067  HISTORY     - 1927     MONUMENTED       CGS
 JZ3067  HISTORY     - 1959     MARK NOT FOUND   USGS
 JZ3067  HISTORY     - 19951112 MARK NOT FOUND   USPSQD
 JZ3067
 JZ3067                          STATION DESCRIPTION
 JZ3067
 JZ3067'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3067'STATION IS 2 MILES N AND 1/4 MILE E OF NEW LEBANON. IT IS 3.85 METERS
 JZ3067'(12.55 FEET) S OF THE E AND W SECTION LINE ROAD, 1.70 METERS (5.60
 JZ3067'FEET) N OF FENCE AND 5.50 METERS (16.70 FEET) E OF CENTER OF WALK TO
 JZ3067'HOUSE OF MR. EBY.
 JZ3067'
 JZ3067'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3067'
 JZ3067'HEIGHT OF SIGNAL ABOVE STATION MARK- 1.2 METERS.
 JZ3067
 JZ3067                          STATION RECOVERY (1959)
 JZ3067
 JZ3067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JZ3067'THE MONUMENT WAS EVIDENTLY DESTROYED WHEN ROAD WAS WIDENED.
 JZ3067
 JZ3067                          STATION RECOVERY (1995)
 JZ3067
 JZ3067'RECOVERY NOTE BY US POWER SQUADRON 1995
 JZ3067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2474 ***********************************************************************
 HY2474  DESIGNATION -  ECKMANSVILLE CHURCH SPIRE
 HY2474  PID         -  HY2474
 HY2474  STATE/COUNTY-  OH/ADAMS
 HY2474  USGS QUAD   -  DECATUR (1961)
 HY2474
 HY2474                         *CURRENT SURVEY CONTROL
 HY2474  ___________________________________________________________________
 HY2474* NAD 83(1995)-  38 51 50.06763(N)    083 38 34.52127(W)     ADJUSTED  
 HY2474* NAVD 88     -                                                        
 HY2474  ___________________________________________________________________
 HY2474  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 HY2474  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 HY2474
 HY2474  HORZ ORDER  -  THIRD
 HY2474
 HY2474.The horizontal coordinates were established by classical geodetic methods
 HY2474.and adjusted by the National Geodetic Survey in April 1998..
 HY2474
 HY2474
 HY2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2474
 HY2474.The geoid height was determined by GEOID03.
 HY2474
 HY2474;                    North         East     Units Scale Factor Converg.
 HY2474;SPC OH S     -    96,533.425   500,808.285   MT  0.99997689   -0 43 30.7
 HY2474;SPC KY1Z     - 1,282,929.594 1,682,871.932   MT  1.00005352   +1 17 37.2
 HY2474;SPC KY1Z     - 4,209,078.18  5,521,222.33   sFT  1.00005352   +1 17 37.2
 HY2474;SPC KY N     -   151,566.973   552,688.407   MT  0.99998599   +0 22 39.5
 HY2474;SPC KY N     -   497,265.98  1,813,278.55   sFT  0.99998599   +0 22 39.5
 HY2474;UTM  17      - 4,304,994.328   270,689.477   MT  1.00024755   -1 39 32.7
 HY2474
 HY2474                          SUPERSEDED SURVEY CONTROL
 HY2474
 HY2474  NAD 83(1995)-  38 51 50.06914(N)    083 38 34.52122(W) AD(       ) 4
 HY2474  NAD 83(1986)-  38 51 50.07638(N)    083 38 34.52930(W) AD(       ) 4
 HY2474  NAD 27      -  38 51 49.82000(N)    083 38 34.82000(W) AD(       ) 3
 HY2474
 HY2474.Superseded values are not recommended for survey control.
 HY2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2474.See file dsdata.txt to determine how the superseded data were derived.
 HY2474
 HY2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7068904994(NAD 83)
 HY2474_MARKER: 90 = CHURCH SPIRE
 HY2474
 HY2474  HISTORY     - Date     Condition        Report By
 HY2474  HISTORY     - 1886     FIRST OBSERVED   CGS
 HY2474
 HY2474                          STATION DESCRIPTION
 HY2474
 HY2474'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3121 ***********************************************************************
 JZ3121  DESIGNATION -  EDEN
 JZ3121  PID         -  JZ3121
 JZ3121  STATE/COUNTY-  OH/HAMILTON
 JZ3121  USGS QUAD   -  NEWPORT (1987)
 JZ3121
 JZ3121                         *CURRENT SURVEY CONTROL
 JZ3121  ___________________________________________________________________
 JZ3121* NAD 83(1995)-  39 06 58.39036(N)    084 29 18.30701(W)     ADJUSTED  
 JZ3121* NAVD 88     -       247.6    (meters)     812.     (feet)  VERTCON   
 JZ3121  ___________________________________________________________________
 JZ3121  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 JZ3121  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ3121
 JZ3121  HORZ ORDER  -  SECOND
 JZ3121
 JZ3121.The horizontal coordinates were established by classical geodetic methods
 JZ3121.and adjusted by the National Geodetic Survey in April 1998..
 JZ3121
 JZ3121.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3121
 JZ3121.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3121
 JZ3121.The geoid height was determined by GEOID03.
 JZ3121
 JZ3121;                    North         East     Units Scale Factor Converg.
 JZ3121;SPC OH S     -   125,808.272   428,055.633   MT  0.99994680   -1 15 42.1
 JZ3121;SPC KY1Z     - 1,309,615.719 1,609,119.140   MT  1.00013944   +0 46 28.4
 JZ3121;SPC KY1Z     - 4,296,630.90  5,279,251.71   sFT  1.00013944   +0 46 28.4
 JZ3121;SPC KY N     -   179,430.624   479,379.966   MT  1.00002616   -0 08 53.9
 JZ3121;SPC KY N     -   588,681.97  1,572,765.77   sFT  1.00002616   -0 08 53.9
 JZ3121;UTM  16      - 4,332,677.354   717,140.339   MT  1.00018060   +1 35 06.6
 JZ3121
 JZ3121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3121!SPC OH S     -   0.99996650  x   0.99994680  =   0.99991330
 JZ3121!SPC KY1Z     -   0.99996650  x   1.00013944  =   1.00010593
 JZ3121!SPC KY N     -   0.99996650  x   1.00002616  =   0.99999266
 JZ3121!UTM  16      -   0.99996650  x   1.00018060  =   1.00014709
 JZ3121
 JZ3121:                Primary Azimuth Mark                     Grid Az
 JZ3121:SPC OH S     -  RADIO STATION WKRC NORTH TOWER           015 11 34.2
 JZ3121:SPC KY1Z     -  RADIO STATION WKRC NORTH TOWER           013 09 23.7
 JZ3121:SPC KY N     -  RADIO STATION WKRC NORTH TOWER           014 04 46.0
 JZ3121:UTM  16      -  RADIO STATION WKRC NORTH TOWER           012 20 45.5
 JZ3121
 JZ3121|---------------------------------------------------------------------|
 JZ3121| PID    Reference Object                     Distance      Geod. Az  |
 JZ3121|                                                           dddmmss.s |
 JZ3121| JZ3136 RADIO STATION WKRC NORTH TOWER      APPROX. 1.2 KM 0135552.1 |
 JZ3121| JZ3137 RADIO STATION WKRC SOUTH TOWER      APPROX. 1.2 KM 0152941.4 |
 JZ3121| JZ3135 ST FRANCIS DE SALES CATH CH         APPROX. 1.8 KM 0341809.7 |
 JZ3121| CF2802 EDEN RM 2                            14.195 METERS 03804     |
 JZ3121| JZ3103 ALMS PARK                           APPROX. 5.1 KM 0952156.0 |
 JZ3121| JZ3111 FORT THOMAS MUNICIPAL TANK          APPROX. 5.3 KM 1372905.3 |
 JZ3121| JZ3109 FORT THOMAS MILITARY WATER TK       APPROX. 6.3 KM 1434818.1 |
 JZ3121| CF2801 EDEN RM 1                             9.214 METERS 32543     |
 JZ3121|---------------------------------------------------------------------|
 JZ3121
 JZ3121                          SUPERSEDED SURVEY CONTROL
 JZ3121
 JZ3121  NAD 83(1995)-  39 06 58.39645(N)    084 29 18.31427(W) AD(       ) 2
 JZ3121  NAD 83(1986)-  39 06 58.39414(N)    084 29 18.31759(W) AD(       ) 2
 JZ3121  NAD 27      -  39 06 58.17700(N)    084 29 18.52500(W) AD(       ) 2
 JZ3121  NGVD 29 (07/19/86)  247.8    (m)          813.     (f) VERT ANG       
 JZ3121
 JZ3121.Superseded values are not recommended for survey control.
 JZ3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3121.See file dsdata.txt to determine how the superseded data were derived.
 JZ3121
 JZ3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1714032677(NAD 83)
 JZ3121_MARKER: DS = TRIANGULATION STATION DISK
 JZ3121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3121+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2003
 JZ3121
 JZ3121  HISTORY     - Date     Condition        Report By
 JZ3121  HISTORY     - 1947     MONUMENTED       CGS
 JZ3121  HISTORY     - 1959     GOOD             THOMAS
 JZ3121  HISTORY     - 1966     GOOD             PAS
 JZ3121  HISTORY     - 1984     GOOD             USPSQD
 JZ3121  HISTORY     - 20030705 GOOD             GEOCAC
 JZ3121
 JZ3121                          STATION DESCRIPTION
 JZ3121
 JZ3121'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3121'STATION IS LOCATED IN THE SOUTHEAST SECTION OF EDEN PARK ON THE TOP
 JZ3121'OF BLUFF OVERLOOKING THE OHIO RIVER TO THE SOUTHEAST AND
 JZ3121'ABOUT 1/4 MILE SOUTHEAST OF THE EDEN WATER TOWER WHICH IS CONSTRUCTED
 JZ3121'OF BRICK.  IT IS 59 FEET SOUTHEAST OF A LIGHT POST, 46.57 FEET
 JZ3121'SOUTHWEST OF THE WEST CORNER OF THE HOOVER MEMORIAL (RIVER OHIO
 JZ3121'MONUMENT), 5.5 FEET NORTHEAST OF OSAGE ORANGE TREE AND 4.3
 JZ3121'FEET SOUTHWEST OF THE SOUTH CURB OF DRIVEWAY THROUGH EDEN PARK AT A
 JZ3121'POINT WHERE A ROCK WALL INTERSECTS THE CURB.  THE MARK
 JZ3121'PROJECTS 1 INCH AND THE DISC IS STAMPED EDEN 1947.
 JZ3121'
 JZ3121'REFERENCE MARK NO. 1 IS 30.23 FEET NORTHWEST OF THE STATION, 46.5
 JZ3121'FEET WEST OF THE WEST CORNER OF HOOVER MEMORIAL AND 38 FEET
 JZ3121'SOUTH OF LIGHT POST.  THE MARK IS SET IN A DRILL HOLE IN THE NORTH
 JZ3121'CURB OF DRIVEWAY THROUGH PARK AND THE DISC IS STAMPED
 JZ3121'EDEN NO 1 1947.
 JZ3121'
 JZ3121'REFERENCE MARK NO. 2 IS 46.57 FEET NORTHEAST OF THE STATION WHICH IS
 JZ3121'THE HOOVER MEMORIAL (RIVER OHIO MONUMENT).  THE BASE OF THE
 JZ3121'MONUMENT IS 2.4 FEET ABOVE THE CONCRETE SURFACE SURROUNDING IT AND IS
 JZ3121'4.3 FEET SQUARE.  POINT MEASURED TO WAS THE WEST CORNER OF THE
 JZ3121'MONUMENT WHICH IS THE NEAREST TO THE STATION AND JUST ABOVE THE BASE
 JZ3121'OF THE MONUMENT.
 JZ3121'
 JZ3121'AZIMUTH MARK--TRIANGULATION STATIONS PARKWALL (USE), W (USE) OR
 JZ3121'RECHTIN, OR AN INTERSECTION STATION OBSERVED FROM THIS STATION
 JZ3121'MAY BE USED AS THE AZIMUTH MARK FOR THIS STATION.
 JZ3121'
 JZ3121'LOCAL DIRECTIONS TO REACH EDEN PARK MAY BE OBTAINED WITHOUT
 JZ3121'DIFFICULTY.
 JZ3121'
 JZ3121'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER
 JZ3121
 JZ3121                          STATION RECOVERY (1959)
 JZ3121
 JZ3121'RECOVERY NOTE BY THOMAS ENG AND SURV 1959 (LEW)
 JZ3121'CONDITION - UNDISTURBED.
 JZ3121
 JZ3121                          STATION RECOVERY (1966)
 JZ3121
 JZ3121'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1966 (EB)
 JZ3121'THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND AS DESCRIBED AND
 JZ3121'IN GOOD CONDITION.  OLD DESCRIPTION IS ADEQUATE.
 JZ3121
 JZ3121                          STATION RECOVERY (1984)
 JZ3121
 JZ3121'RECOVERY NOTE BY US POWER SQUADRON 1984 (LCN)
 JZ3121'STATION MARK EDEN RECOVERED OK.
 JZ3121
 JZ3121                          STATION RECOVERY (2003)
 JZ3121
 JZ3121'RECOVERY NOTE BY GEOCACHING 2003
 JZ3121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7531 ***********************************************************************
 AH7531  DESIGNATION -  EDEN TWP 1
 AH7531  PID         -  AH7531
 AH7531  STATE/COUNTY-  OH/LICKING
 AH7531  USGS QUAD   -  HICKMAN (1970)
 AH7531
 AH7531                         *CURRENT SURVEY CONTROL
 AH7531  ___________________________________________________________________
 AH7531* NAD 83(1995)-  40 13 57.06285(N)    082 20 11.92668(W)     ADJUSTED  
 AH7531* NAVD 88     -       319.0    (meters)    1047.     (feet)  GPS OBS   
 AH7531  ___________________________________________________________________
 AH7531  X           -     650,264.579 (meters)                     COMP
 AH7531  Y           -  -4,832,738.083 (meters)                     COMP
 AH7531  Z           -   4,097,913.769 (meters)                     COMP
 AH7531  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 AH7531  ELLIP HEIGHT-         285.16  (meters)          (10/07/05) GPS OBS
 AH7531  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 AH7531
 AH7531  HORZ ORDER  -  FIRST
 AH7531  ELLP ORDER  -  FOURTH    CLASS II
 AH7531
 AH7531.The horizontal coordinates were established by GPS observations
 AH7531.and adjusted by the National Geodetic Survey in February 1999..
 AH7531
 AH7531.The orthometric height was determined by GPS observations and a
 AH7531.high-resolution geoid model.
 AH7531
 AH7531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7531
 AH7531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7531
 AH7531.The ellipsoidal height was determined by GPS observations
 AH7531.and is referenced to NAD 83.
 AH7531
 AH7531.The geoid height was determined by GEOID03.
 AH7531
 AH7531;                    North         East     Units Scale Factor Converg.
 AH7531;SPC OH S     -   247,863.966   613,902.598   MT  1.00004549   +0 06 13.1
 AH7531;UTM  17      - 4,454,421.669   386,290.476   MT  0.99975917   -0 51 48.3
 AH7531
 AH7531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7531!SPC OH S     -   0.99995527  x   1.00004549  =   1.00000076
 AH7531!UTM  17      -   0.99995527  x   0.99975917  =   0.99971445
 AH7531
 AH7531                          SUPERSEDED SURVEY CONTROL
 AH7531
 AH7531  ELLIP H (02/25/99)  285.21   (m)                       GP(       ) 4 2
 AH7531
 AH7531.Superseded values are not recommended for survey control.
 AH7531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7531.See file dsdata.txt to determine how the superseded data were derived.
 AH7531
 AH7531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8629054422(NAD 83)
 AH7531_MARKER: DD = SURVEY DISK
 AH7531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7531_STAMPING: EDEN TWP 1 1998
 AH7531_MARK LOGO: OH-089
 AH7531_PROJECTION: FLUSH
 AH7531_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7531+STABILITY: SURFACE MOTION
 AH7531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7531+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7531
 AH7531  HISTORY     - Date     Condition        Report By
 AH7531  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7531
 AH7531                          STATION DESCRIPTION
 AH7531
 AH7531'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7531'THE STATION IS LOCATED IN EDEN TOWNSHIP IN LICKING COUNTY, OHIO ABOUT
 AH7531'2.5 MILES (4.0 KM) NORTH OF THE TOWN OF PURITY.  TO REACH THE STATION
 AH7531'FROM THE INTERSECTION OF PURITY ROAD (CR 209) AND FALLSBURG ROAD (SR
 AH7531'79) AT WILKINS CORNER PROCEED NORTH ALONG PURITY ROAD (CR 209) A
 AH7531'DISTANCE OF 6.4 MILES (10.3 KM) TO THE STATION ON THE EAST SIDE OF THE
 AH7531'ROAD APPROXIMATELY 25 FEET (7.6 M) SOUTH FROM A SCHOOL BUS STOP AHEAD
 AH7531'SIGN.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK
 AH7531'SET IN A POUR IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE
 AH7531'AND STAMPED EDEN TWP 1 1998.  THE STATION IS 11.9 FEET (3.6 M) AZIMUTH
 AH7531'194 DEGREES TO A WOOD POLE WITH THE NUMBER 4G35/5, 25.2 FEET (7.7 M)
 AH7531'AZIMUTH 345 DEGREES TO A SCHOOL BUS STOP AHEAD SIGN, 41.7 FEET (12.7
 AH7531'M) AZIMUTH 195 DEGREES TO A FENCE POST AND 24.0 FEET (7.3 M) EAST FROM
 AH7531'THE CENTERLINE OF PURITY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7532 ***********************************************************************
 AH7532  DESIGNATION -  EDEN TWP 2
 AH7532  PID         -  AH7532
 AH7532  STATE/COUNTY-  OH/LICKING
 AH7532  USGS QUAD   -  HICKMAN (1970)
 AH7532
 AH7532                         *CURRENT SURVEY CONTROL
 AH7532  ___________________________________________________________________
 AH7532* NAD 83(1995)-  40 14 14.72299(N)    082 17 57.85882(W)     ADJUSTED  
 AH7532* NAVD 88     -       349.2    (meters)    1146.     (feet)  GPS OBS   
 AH7532  ___________________________________________________________________
 AH7532  X           -     653,361.567 (meters)                     COMP
 AH7532  Y           -  -4,831,988.594 (meters)                     COMP
 AH7532  Z           -   4,098,349.157 (meters)                     COMP
 AH7532  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 AH7532  ELLIP HEIGHT-         315.40  (meters)          (10/07/05) GPS OBS
 AH7532  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AH7532
 AH7532  HORZ ORDER  -  FIRST
 AH7532  ELLP ORDER  -  FOURTH    CLASS II
 AH7532
 AH7532.The horizontal coordinates were established by GPS observations
 AH7532.and adjusted by the National Geodetic Survey in February 1999..
 AH7532
 AH7532.The orthometric height was determined by GPS observations and a
 AH7532.high-resolution geoid model.
 AH7532
 AH7532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7532
 AH7532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7532
 AH7532.The ellipsoidal height was determined by GPS observations
 AH7532.and is referenced to NAD 83.
 AH7532
 AH7532.The geoid height was determined by GEOID03.
 AH7532
 AH7532;                    North         East     Units Scale Factor Converg.
 AH7532;SPC OH S     -   248,415.091   617,070.872   MT  1.00004677   +0 07 38.2
 AH7532;UTM  17      - 4,454,919.106   389,466.673   MT  0.99975040   -0 50 22.0
 AH7532
 AH7532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7532!SPC OH S     -   0.99995052  x   1.00004677  =   0.99999729
 AH7532!UTM  17      -   0.99995052  x   0.99975040  =   0.99970094
 AH7532
 AH7532                          SUPERSEDED SURVEY CONTROL
 AH7532
 AH7532  ELLIP H (02/25/99)  315.46   (m)                       GP(       ) 4 2
 AH7532
 AH7532.Superseded values are not recommended for survey control.
 AH7532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7532.See file dsdata.txt to determine how the superseded data were derived.
 AH7532
 AH7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8946754919(NAD 83)
 AH7532_MARKER: DD = SURVEY DISK
 AH7532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7532_STAMPING: EDEN TWP 2 1998
 AH7532_MARK LOGO: OH-089
 AH7532_PROJECTION: FLUSH
 AH7532_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7532+STABILITY: SURFACE MOTION
 AH7532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7532+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7532
 AH7532  HISTORY     - Date     Condition        Report By
 AH7532  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7532
 AH7532                          STATION DESCRIPTION
 AH7532
 AH7532'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7532'THE STATION IS LOCATED IN EDEN TOWNSHIP IN LICKING COUNTY, OHIO ABOUT
 AH7532'4.0 MILES (6.4 KM) NORTHWEST OF THE TOWN OF FALLSBURG.  TO REACH THE
 AH7532'STATION FROM THE INTERSECTION OF FALLSBURG ROAD (SR 79) AND PLEASANT
 AH7532'VALLEY ROAD (SR 586) IN THE TOWN OF FALLSBURG PROCEED NORTHWEST ALONG
 AH7532'PLEASANT VALLEY ROAD (SR 586) A DISTANCE OF 3.4 MILES (5.5 KM) TO ITS
 AH7532'INTERSECTION WITH RAINROCK ROAD (CR 244) .  CONTINUE WEST NORTHWEST
 AH7532'ALONG PLEASANT VALLEY ROAD (SR 586) A DISTANCE OF 1.0 MILE (1.6 KM) TO
 AH7532'THE STATION ON THE RIGHT ON THE NORTH SIDE OF THE ROAD.  THE STATION
 AH7532'IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7532'PLACE CONCRETE MONUMENT SET ABOUT ONE INCH BELOW THE GROUND SURFACE
 AH7532'AND STAMPED EDEN TWP 2 1998.  THE STATION IS 14.2 FEET (4.3 M) AZIMUTH
 AH7532'18 TO A POWER POLE WITH THE NUMBER 0047/038, 51.5 FEET (15.7 M)
 AH7532'AZIMUTH 229 DEGREES TO A POWER POLE WITH THE NUMBER 4203/44, 37.6 FEET
 AH7532'(11.5 M) AZIMUTH 100 DEGREES TO A CULVERT RIM AT DRIVEWAY ENTRANCE AND
 AH7532'16.0 FEET (4.9 M) NORTH FROM THE CENTERLINE OF PLEASANT VALLEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7552 ***********************************************************************
 AH7552  DESIGNATION -  EDEN TWP 3
 AH7552  PID         -  AH7552
 AH7552  STATE/COUNTY-  OH/LICKING
 AH7552  USGS QUAD   -  HICKMAN (1970)
 AH7552
 AH7552                         *CURRENT SURVEY CONTROL
 AH7552  ___________________________________________________________________
 AH7552* NAD 83(1995)-  40 12 44.49968(N)    082 20 09.14857(W)     ADJUSTED  
 AH7552* NAVD 88     -       344.1    (meters)    1129.     (feet)  GPS OBS   
 AH7552  ___________________________________________________________________
 AH7552  X           -     650,524.990 (meters)                     COMP
 AH7552  Y           -  -4,834,180.789 (meters)                     COMP
 AH7552  Z           -   4,096,220.988 (meters)                     COMP
 AH7552  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AH7552  ELLIP HEIGHT-         310.28  (meters)          (10/07/05) GPS OBS
 AH7552  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 AH7552
 AH7552  HORZ ORDER  -  FIRST
 AH7552  ELLP ORDER  -  FOURTH    CLASS II
 AH7552
 AH7552.The horizontal coordinates were established by GPS observations
 AH7552.and adjusted by the National Geodetic Survey in February 1999..
 AH7552
 AH7552.The orthometric height was determined by GPS observations and a
 AH7552.high-resolution geoid model.
 AH7552
 AH7552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7552
 AH7552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7552
 AH7552.The ellipsoidal height was determined by GPS observations
 AH7552.and is referenced to NAD 83.
 AH7552
 AH7552.The geoid height was determined by GEOID03.
 AH7552
 AH7552;                    North         East     Units Scale Factor Converg.
 AH7552;SPC OH S     -   245,625.844   613,972.344   MT  1.00004033   +0 06 14.9
 AH7552;UTM  17      - 4,452,183.324   386,322.435   MT  0.99975908   -0 51 45.2
 AH7552
 AH7552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7552!SPC OH S     -   0.99995133  x   1.00004033  =   0.99999166
 AH7552!UTM  17      -   0.99995133  x   0.99975908  =   0.99971042
 AH7552
 AH7552                          SUPERSEDED SURVEY CONTROL
 AH7552
 AH7552  ELLIP H (02/25/99)  310.32   (m)                       GP(       ) 4 2
 AH7552
 AH7552.Superseded values are not recommended for survey control.
 AH7552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7552.See file dsdata.txt to determine how the superseded data were derived.
 AH7552
 AH7552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8632252183(NAD 83)
 AH7552_MARKER: DD = SURVEY DISK
 AH7552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7552_STAMPING: EDEN TWP 3 1998
 AH7552_MARK LOGO: OH-089
 AH7552_PROJECTION: FLUSH
 AH7552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7552+STABILITY: SURFACE MOTION
 AH7552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7552+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7552
 AH7552  HISTORY     - Date     Condition        Report By
 AH7552  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7552
 AH7552                          STATION DESCRIPTION
 AH7552
 AH7552'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7552'THE STATION IS LOCATED IN EDEN TOWNSHIP IN LICKING COUNTY, OHIO AND IS
 AH7552'ABOUT 6.0 MILES (9.7 KM) NORTH OF WILKINS CORNER.  TO REACH THE
 AH7552'STATION FROM THE INTERSECTION OF FALLSBURG ROAD (SR 79) AND PURITY
 AH7552'ROAD (CR 209) IN WILKINS CORNER PROCEED NORTH ALONG PURITY ROAD (CR
 AH7552'209) A DISTANCE OF 5.8 MILES (9.3 KM) TO ITS INTERSECTION WITH HARMON
 AH7552'ROAD (T-216) .  TURN RIGHT AND PROCEED EAST ALONG HARMON ROAD (T-216)
 AH7552'A DISTANCE OF 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT ON THE
 AH7552'NORTH SIDE OF THE ROAD.  THE STATION IS A STANDARD 3 1/4 INCH LICKING
 AH7552'COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT SET ONE
 AH7552'INCH BELOW THE GROUND SURFACE AND STAMPED EDEN TWP 3 1998.  THE
 AH7552'STATION IS 66.6 FEET (20.3 M) AZIMUTH 136 DEGREES TO A POWER POLE WITH
 AH7552'NO NUMBER, 47.4 FEET (14.4 M) AZIMUTH 240 TO A POWER POLE WITH THE
 AH7552'NUMBER 0043/043, 87.4 FEET (26.6 M) AZIMUTH 285 DEGREES TO A FENCE
 AH7552'CORNER POST, AND 19.1 FEET (5.8 M) NORTH FROM A SPIKE IN THE
 AH7552'CENTERLINE OF HARMON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7553 ***********************************************************************
 AH7553  DESIGNATION -  EDEN TWP 4
 AH7553  PID         -  AH7553
 AH7553  STATE/COUNTY-  OH/LICKING
 AH7553  USGS QUAD   -  HICKMAN (1970)
 AH7553
 AH7553                         *CURRENT SURVEY CONTROL
 AH7553  ___________________________________________________________________
 AH7553* NAD 83(1995)-  40 12 57.36519(N)    082 17 56.72871(W)     ADJUSTED  
 AH7553* NAVD 88     -       322.6    (meters)    1058.     (feet)  GPS OBS   
 AH7553  ___________________________________________________________________
 AH7553  X           -     653,591.818 (meters)                     COMP
 AH7553  Y           -  -4,833,492.005 (meters)                     COMP
 AH7553  Z           -   4,096,510.170 (meters)                     COMP
 AH7553  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AH7553  ELLIP HEIGHT-         288.81  (meters)          (10/07/05) GPS OBS
 AH7553  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AH7553
 AH7553  HORZ ORDER  -  FIRST
 AH7553  ELLP ORDER  -  FOURTH    CLASS II
 AH7553
 AH7553.The horizontal coordinates were established by GPS observations
 AH7553.and adjusted by the National Geodetic Survey in February 1999..
 AH7553
 AH7553.The orthometric height was determined by GPS observations and a
 AH7553.high-resolution geoid model.
 AH7553
 AH7553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7553
 AH7553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7553
 AH7553.The ellipsoidal height was determined by GPS observations
 AH7553.and is referenced to NAD 83.
 AH7553
 AH7553.The geoid height was determined by GEOID03.
 AH7553
 AH7553;                    North         East     Units Scale Factor Converg.
 AH7553;SPC OH S     -   246,029.014   617,102.896   MT  1.00004124   +0 07 38.9
 AH7553;UTM  17      - 4,452,533.530   389,458.446   MT  0.99975042   -0 50 19.9
 AH7553
 AH7553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7553!SPC OH S     -   0.99995470  x   1.00004124  =   0.99999593
 AH7553!UTM  17      -   0.99995470  x   0.99975042  =   0.99970513
 AH7553
 AH7553                          SUPERSEDED SURVEY CONTROL
 AH7553
 AH7553  ELLIP H (02/25/99)  288.85   (m)                       GP(       ) 4 2
 AH7553
 AH7553.Superseded values are not recommended for survey control.
 AH7553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7553.See file dsdata.txt to determine how the superseded data were derived.
 AH7553
 AH7553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8945852534(NAD 83)
 AH7553_MARKER: DD = SURVEY DISK
 AH7553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7553_STAMPING: EDEN TWP 4 1998
 AH7553_MARK LOGO: OH-089
 AH7553_PROJECTION: FLUSH
 AH7553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7553+STABILITY: SURFACE MOTION
 AH7553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7553+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7553
 AH7553  HISTORY     - Date     Condition        Report By
 AH7553  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7553
 AH7553                          STATION DESCRIPTION
 AH7553
 AH7553'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7553'THE STATION IS LOCATED IN EDEN TOWNSHIP IN LICKING COUNTY, OHIO ABOUT
 AH7553'6.5 MILES (10.5 KM) NORTHEAST OF THE TOWN OF WILKINS CORNER.  TO REACH
 AH7553'THE STATION FROM THE INTERSECTION OF FALLSBURG ROAD (SR 79) AND PURITY
 AH7553'ROAD (CR 209) IN WILKINS CORNER PROCEED NORTHEAST ALONG FALLSBURG ROAD
 AH7553'(SR 79) APPROXIMATELY 4.0 MILES (6.4 KM) TO ITS INTERSECTION WITH
 AH7553'RAINROCK ROAD (CR 244) .  TURN LEFT AND PROCEED NORTH ALONG RAINROCK
 AH7553'ROAD APPROXIMATELY 4.0 MILES (6.4 KM) TO ITS INTERSECTION WITH BILLMAN
 AH7553'ROAD (T-216) .  TURN LEFT AND PROCEED WEST ALONG BILLMAN ROAD (T-216)
 AH7553'A DISTANCE OF 0.7 MILE (1.1 KM) TO THE STATION ON THE LEFT.  THE
 AH7553'STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A
 AH7553'POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND
 AH7553'STAMPED EDEN TWP 4 1998.  THE STATION IS 50.7 FEET (15.5 M) AZIMUTH
 AH7553'323 DEGREES TO A WOOD POLE WITH THE NUMBER 0048/009, 107.4 FEET (32.7
 AH7553'M) AZIMUTH 80 DEGREES TO A WOOD POLE WITH THE NUMBER 0048/010 100.2
 AH7553'FEET (30.5 M) AZIMUTH 280 DEGREES TO A FENCE CORNER POST AND 17.4 FEET
 AH7553'(5.3 M) SOUTH FROM THE CENTERLINE OF BILLMAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7568 ***********************************************************************
 AH7568  DESIGNATION -  EDEN TWP 5
 AH7568  PID         -  AH7568
 AH7568  STATE/COUNTY-  OH/LICKING
 AH7568  USGS QUAD   -  HICKMAN (1970)
 AH7568
 AH7568                         *CURRENT SURVEY CONTROL
 AH7568  ___________________________________________________________________
 AH7568* NAD 83(1995)-  40 11 11.02360(N)    082 20 15.20942(W)     ADJUSTED  
 AH7568* NAVD 88     -       316.6    (meters)    1039.     (feet)  GPS OBS   
 AH7568  ___________________________________________________________________
 AH7568  X           -     650,628.287 (meters)                     COMP
 AH7568  Y           -  -4,836,023.507 (meters)                     COMP
 AH7568  Z           -   4,094,000.962 (meters)                     COMP
 AH7568  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AH7568  ELLIP HEIGHT-         282.79  (meters)          (10/07/05) GPS OBS
 AH7568  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AH7568
 AH7568  HORZ ORDER  -  FIRST
 AH7568  ELLP ORDER  -  FOURTH    CLASS II
 AH7568
 AH7568.The horizontal coordinates were established by GPS observations
 AH7568.and adjusted by the National Geodetic Survey in February 1999..
 AH7568
 AH7568.The orthometric height was determined by GPS observations and a
 AH7568.high-resolution geoid model.
 AH7568
 AH7568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7568
 AH7568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7568
 AH7568.The ellipsoidal height was determined by GPS observations
 AH7568.and is referenced to NAD 83.
 AH7568
 AH7568.The geoid height was determined by GEOID03.
 AH7568
 AH7568;                    North         East     Units Scale Factor Converg.
 AH7568;SPC OH S     -   242,742.305   613,834.205   MT  1.00003387   +0 06 11.1
 AH7568;UTM  17      - 4,449,303.325   386,135.730   MT  0.99975960   -0 51 47.5
 AH7568
 AH7568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7568!SPC OH S     -   0.99995564  x   1.00003387  =   0.99998951
 AH7568!UTM  17      -   0.99995564  x   0.99975960  =   0.99971525
 AH7568
 AH7568                          SUPERSEDED SURVEY CONTROL
 AH7568
 AH7568  ELLIP H (02/25/99)  282.82   (m)                       GP(       ) 4 2
 AH7568
 AH7568.Superseded values are not recommended for survey control.
 AH7568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7568.See file dsdata.txt to determine how the superseded data were derived.
 AH7568
 AH7568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8613649303(NAD 83)
 AH7568_MARKER: DD = SURVEY DISK
 AH7568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7568_STAMPING: EDEN TWP 5 1998
 AH7568_MARK LOGO: OH-089
 AH7568_PROJECTION: FLUSH
 AH7568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7568+STABILITY: SURFACE MOTION
 AH7568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7568+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7568
 AH7568  HISTORY     - Date     Condition        Report By
 AH7568  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7568
 AH7568                          STATION DESCRIPTION
 AH7568
 AH7568'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7568'THE STATION IS LOCATED IN EDEN TOWNSHIP IN LICKING COUNTY, OHIO ABOUT
 AH7568'4.0 MILES (6.4 KM) NORTH OF THE TOWN OF WILKINS CORNER.  TO REACH THE
 AH7568'STATION FROM THE INTERSECTION OF FALLSBURG ROAD (SR 79) AND PURITY
 AH7568'ROAD (CR 209) IN WILKINS CORNER PROCEED NORTH ALONG PURITY ROAD (CR
 AH7568'209) A DISTANCE OF 4.0 MILES (6.4 KM) TO ITS INTERSECTION WITH
 AH7568'SWICK-HOLTON ROAD (T-236) AND THE STATION ON THE RIGHT IN THE
 AH7568'NORTHEAST CORNER OF THE INTERSECTION.  THE STATION IS A STANDARD 3 1/4
 AH7568'INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7568'MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED EDEN TWP 5 1998.
 AH7568'THE STATION IS 24.5 FEET (7.5 M) AZIMUTH 345 DEGREES TO A WOOD POLE
 AH7568'WITH THE NUMBER 0036/034, 39.9 FEET (12.2 M) AZIMUTH 100 DEGREES TO A
 AH7568'WOOD POLE WITH THE NUMBER 0039/001, AND 120.5 AZIMUTH 205 DEGREES TO A
 AH7568'WOOD POLE WITH THE NUMBER 0036/035.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7569 ***********************************************************************
 AH7569  DESIGNATION -  EDEN TWP 6
 AH7569  PID         -  AH7569
 AH7569  STATE/COUNTY-  OH/LICKING
 AH7569  USGS QUAD   -  HICKMAN (1970)
 AH7569
 AH7569                         *CURRENT SURVEY CONTROL
 AH7569  ___________________________________________________________________
 AH7569* NAD 83(1995)-  40 11 13.70819(N)    082 17 51.24104(W)     ADJUSTED  
 AH7569* NAVD 88     -       345.7    (meters)    1134.     (feet)  GPS OBS   
 AH7569  ___________________________________________________________________
 AH7569  X           -     653,999.390 (meters)                     COMP
 AH7569  Y           -  -4,835,537.313 (meters)                     COMP
 AH7569  Z           -   4,094,083.025 (meters)                     COMP
 AH7569  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AH7569  ELLIP HEIGHT-         311.93  (meters)          (10/07/05) GPS OBS
 AH7569  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 AH7569
 AH7569  HORZ ORDER  -  FIRST
 AH7569  ELLP ORDER  -  FOURTH    CLASS II
 AH7569
 AH7569.The horizontal coordinates were established by GPS observations
 AH7569.and adjusted by the National Geodetic Survey in February 1999..
 AH7569
 AH7569.The orthometric height was determined by GPS observations and a
 AH7569.high-resolution geoid model.
 AH7569
 AH7569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7569
 AH7569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7569
 AH7569.The ellipsoidal height was determined by GPS observations
 AH7569.and is referenced to NAD 83.
 AH7569
 AH7569.The geoid height was determined by GEOID03.
 AH7569
 AH7569;                    North         East     Units Scale Factor Converg.
 AH7569;SPC OH S     -   242,831.992   617,239.828   MT  1.00003406   +0 07 42.4
 AH7569;UTM  17      - 4,449,335.572   389,541.431   MT  0.99975020   -0 50 14.6
 AH7569
 AH7569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7569!SPC OH S     -   0.99995107  x   1.00003406  =   0.99998513
 AH7569!UTM  17      -   0.99995107  x   0.99975020  =   0.99970128
 AH7569
 AH7569                          SUPERSEDED SURVEY CONTROL
 AH7569
 AH7569  ELLIP H (02/25/99)  311.95   (m)                       GP(       ) 4 2
 AH7569
 AH7569.Superseded values are not recommended for survey control.
 AH7569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7569.See file dsdata.txt to determine how the superseded data were derived.
 AH7569
 AH7569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8954149336(NAD 83)
 AH7569_MARKER: DD = SURVEY DISK
 AH7569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7569_STAMPING: EDEN TWP 6 1998
 AH7569_MARK LOGO: OH-089
 AH7569_PROJECTION: FLUSH
 AH7569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7569+STABILITY: SURFACE MOTION
 AH7569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7569+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7569
 AH7569  HISTORY     - Date     Condition        Report By
 AH7569  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7569
 AH7569                          STATION DESCRIPTION
 AH7569
 AH7569'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7569'THE STATION IS LOCATED IN EDEN TOWNSHIP IN LICKING COUNTY, OHIO ABOUT
 AH7569'4.5 MILES (7.2 KM) NORTHEAST OF THE TOWN OF WILKINS CORNER.  TO REACH
 AH7569'THE STATION FROM THE INTERSECTION OF FALLSBURG ROAD (SR 79) AND PURITY
 AH7569'ROAD (CR 209) IN WILKINS CORNER PROCEED NORTHEAST ALONG FALLSBURG ROAD
 AH7569'(SR 79) A DISTANCE OF 4.2 MILES (6.8 KM) TO ITS INTERSECTION WITH FORK
 AH7569'ROAD (CR 210) .  TURN LEFT AND PROCEED NORTH ALONG FORK ROAD (CR 210)
 AH7569'A DISTANCE OF 0.2 MILE (0.3 KM) TO ITS INTERSECTION WITH RAINROCK ROAD
 AH7569'(CR 244) .  TURN RIGHT AND PROCEED NORTHEAST ALONG RAINROCK ROAD (CR
 AH7569'244) A DISTANCE OF 0.5 MILE (0.8 KM) TO ITS INTERSECTION WITH BAKER
 AH7569'ROAD (T-211) .  TURN LEFT AND PROCEED NORTHWEST ALONG BAKER ROAD
 AH7569'(T-211) A DISTANCE OF 1.1 MILES (1.8 KM) TO THE STATION ON THE LEFT.
 AH7569'THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN
 AH7569'A POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND SURFACE
 AH7569'AND STAMPED EDEN TWP 6 1998.  THE STATION IS 40.0FEET AZIMUTH 297
 AH7569'DEGREES TO A WOOD POLE WITH THE NUMBER 4H15/8, 53.5 FEET (16.3 M)
 AH7569'AZIMUTH 353 DEGREES TO A METAL FENCE CORNER OF AN ELECTRIC WIRE FENCE,
 AH7569'26.6 AZIMUTH 100 DEGREES TO A PK NAIL IN A FENCE POST, AND 136.6 FEET
 AH7569'(41.6 M) AZIMUTH 27 DEGREES TO A CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0345 ***********************************************************************
 MD0345  DESIGNATION -  EDGERTON
 MD0345  PID         -  MD0345
 MD0345  STATE/COUNTY-  OH/WILLIAMS
 MD0345  USGS QUAD   -  EDGERTON (1977)
 MD0345
 MD0345                         *CURRENT SURVEY CONTROL
 MD0345  ___________________________________________________________________
 MD0345* NAD 83(1986)-  41 26 53.     (N)    084 44 48.     (W)     SCALED    
 MD0345* NAVD 88     -       256.767  (meters)     842.41   (feet)  ADJUSTED  
 MD0345  ___________________________________________________________________
 MD0345  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MD0345  DYNAMIC HT  -         256.667 (meters)     842.08  (feet)  COMP
 MD0345  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 MD0345
 MD0345  VERT ORDER  -  SECOND    CLASS 0
 MD0345
 MD0345.The horizontal coordinates were scaled from a topographic map and have
 MD0345.an estimated accuracy of +/- 6 seconds.
 MD0345
 MD0345.The orthometric height was determined by differential leveling
 MD0345.and adjusted by the National Geodetic Survey in June 1991..
 MD0345
 MD0345.The geoid height was determined by GEOID03.
 MD0345
 MD0345.The dynamic height is computed by dividing the NAVD 88
 MD0345.geopotential number by the normal gravity value computed on the
 MD0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0345.degrees latitude (g = 980.6199 gals.).
 MD0345
 MD0345.The modeled gravity was interpolated from observed gravity values.
 MD0345
 MD0345;                    North         East    Units  Estimated Accuracy
 MD0345;SPC OH N     -   200,240.      412,290.      MT  (+/- 180 meters Scaled)
 MD0345
 MD0345                          SUPERSEDED SURVEY CONTROL
 MD0345
 MD0345  NGVD 29 (??/??/92)  256.910  (m)          842.88   (f) ADJ UNCH    2 0
 MD0345
 MD0345.Superseded values are not recommended for survey control.
 MD0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0345.See file dsdata.txt to determine how the superseded data were derived.
 MD0345
 MD0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL882909(NAD 83)
 MD0345_MARKER: DB = BENCH MARK DISK
 MD0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0345_SP_SET: BUILDING
 MD0345_STAMPING: EDGERTON 1934
 MD0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0345
 MD0345  HISTORY     - Date     Condition        Report By
 MD0345  HISTORY     - 1934     MONUMENTED       CGS
 MD0345  HISTORY     - 1946     GOOD             NGS
 MD0345  HISTORY     - 1961     MARK NOT FOUND   USGS
 MD0345
 MD0345                          STATION DESCRIPTION
 MD0345
 MD0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 MD0345'AT EDGERTON.
 MD0345'AT EDGERTON, SET VERTICAL IN THE EAST FACE OF THE CORNER STONE
 MD0345'OF THE NORTHEAST CORNER OF THE TOWN HALL, ABOUT 150 YARDS WEST
 MD0345'OF THE NEW YORK CENTRAL RAILROAD STATION, ACROSS THE HIGHWAY FROM
 MD0345'THE POST OFFICE, 197 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MD0345'MAIN TRACK OF THE N.Y.C. RAILROAD, 116 FEET SOUTH OF THE CENTER
 MD0345'LINE OF U.S. HIGHWAY 6, AND ABOUT 2.5 FEET ABOVE THE GROUND.
 MD0345
 MD0345                          STATION RECOVERY (1961)
 MD0345
 MD0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MD0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1874 ***********************************************************************
 MD1874  DESIGNATION -  EDGERTON
 MD1874  PID         -  MD1874
 MD1874  STATE/COUNTY-  OH/WILLIAMS
 MD1874  USGS QUAD   -  EDGERTON (1977)
 MD1874
 MD1874                         *CURRENT SURVEY CONTROL
 MD1874  ___________________________________________________________________
 MD1874* NAD 83(1995)-  41 26 55.22145(N)    084 41 26.90803(W)     ADJUSTED  
 MD1874* NAVD 88     -       256.77   (+/-2cm)     842.4    (feet)  VERTCON   
 MD1874  ___________________________________________________________________
 MD1874  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 MD1874  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MD1874
 MD1874  HORZ ORDER  -  FIRST
 MD1874  VERT ORDER  -  THIRD ? (See Below)
 MD1874
 MD1874.The horizontal coordinates were established by classical geodetic methods
 MD1874.and adjusted by the National Geodetic Survey in April 1998..
 MD1874
 MD1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1874.The vertical order pertains to the NGVD 29 superseded value.
 MD1874
 MD1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1874
 MD1874.The geoid height was determined by GEOID03.
 MD1874
 MD1874;                    North         East     Units Scale Factor Converg.
 MD1874;SPC OH N     -   200,186.264   416,957.938   MT  0.99996120   -1 26 21.3
 MD1874;SPC IN E     -   688,845.021   181,542.558   MT  1.00004846   +0 38 45.6
 MD1874;SPC IN E     - 2,259,985.71    595,610.88   sFT  1.00004846   +0 38 45.6
 MD1874;UTM  16      - 4,591,139.685   692,890.235   MT  1.00005790   +1 31 44.5
 MD1874
 MD1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1874!SPC OH N     -   0.99996502  x   0.99996120  =   0.99992622
 MD1874!SPC IN E     -   0.99996502  x   1.00004846  =   1.00001348
 MD1874!UTM  16      -   0.99996502  x   1.00005790  =   1.00002292
 MD1874
 MD1874|---------------------------------------------------------------------|
 MD1874| PID    Reference Object                     Distance      Geod. Az  |
 MD1874|                                                           dddmmss.s |
 MD1874| CE6005 EDGERTON RM 1                        12.298 METERS 01342     |
 MD1874| MD1836 MONTPELIER MUN POWER PLT STK        APPROX.16.2 KM 0250532.1 |
 MD1874| MD1776 BRYAN WILLIAMS CO CTHSE FLAG        APPROX.12.0 KM 0762302.0 |
 MD1874| MD1775 BRYAN OHIO GAS CO TALL STACK        APPROX.12.7 KM 0781244.2 |
 MD1874| MD1783 PAULDING COLUMBIA BEET STACK        APPROX.36.2 KM 1662221.0 |
 MD1874| CE6004 EDGERTON AZ MK                                     1821856.2 |
 MD1874| MD1788 ANTWERP MUNICIPAL TANK              APPROX.30.0 KM 1874045.5 |
 MD1874| MD1812 BUTLER MUNICIPAL TANK               APPROX.15.3 KM 2620107.8 |
 MD1874| MD1779 EDGERTON MUNICIPAL TANK             APPROX. 4.6 KM 2695159.7 |
 MD1874| CE6006 EDGERTON RM 2                        34.080 METERS 29818     |
 MD1874| MD1843 AIRWAY BEACON 15                    APPROX.14.6 KM 3332748.0 |
 MD1874|---------------------------------------------------------------------|
 MD1874
 MD1874                          SUPERSEDED SURVEY CONTROL
 MD1874
 MD1874  NAD 83(1995)-  41 26 55.21921(N)    084 41 26.90924(W) AD(       ) 1
 MD1874  NAD 83(1986)-  41 26 55.22221(N)    084 41 26.92477(W) AD(       ) 1
 MD1874  NAD 27      -  41 26 55.03800(N)    084 41 27.08800(W) AD(       ) 1
 MD1874  NGVD 29 (07/19/86)  256.91   (m)          842.9    (f) LEVELING    3  
 MD1874
 MD1874.Superseded values are not recommended for survey control.
 MD1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1874.See file dsdata.txt to determine how the superseded data were derived.
 MD1874
 MD1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL9289091140(NAD 83)
 MD1874_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1874
 MD1874  HISTORY     - Date     Condition        Report By
 MD1874  HISTORY     - 1932     MONUMENTED       CGS
 MD1874  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MD1874  HISTORY     - 1961     SEE DESCRIPTION  USGS
 MD1874
 MD1874                          STATION DESCRIPTION
 MD1874
 MD1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 MD1874'THIS STATION IS
 MD1874'3.2 MILES DUE EAST
 MD1874'OF THE TOWN OF EDGERTON, OHIO AT THE CROSSROADS
 MD1874'ON THE TOWNSHIP LINE AT EAST SIDE
 MD1874'CENTER OF SEC. 25, T. 6 N., R.
 MD1874'1 E., AND WEST SIDE CENTER OF SEC. 30, T. 6 N., R. 2
 MD1874'E.  THE STATION
 MD1874'IS IN THE NORTHEAST CORNER OF THE CROSSROADS, 9.8 METERS NORTH
 MD1874'OF THE CENTER LINE
 MD1874'OF THE EAST-WEST ROAD AND 23.8 METERS EAST OF
 MD1874'THE CENTER LINE OF THE NORTH-SOUTH
 MD1874'ROAD, 12.5 METERS SOUTH OF THE
 MD1874'EAST-WEST FENCE LINE, 21 METERS EAST BY SOUTH OF THE
 MD1874'FENCE CORNER
 MD1874'AND 33 METERS NORTHEAST OF THE CENTER OF THE ROAD INTERSECTION.
 MD1874'
 MD1874'REFERENCE MARK NO. 1 IS ON THE EAST-WEST FENCE LINE, 20.4
 MD1874'METERS EAST OF THE
 MD1874'FENCE CORNER, 19.7 METERS NORTH OF THE CENTER
 MD1874'LINE OF THE EAST-WEST ROAD, 26.0
 MD1874'METERS EAST OF THE CENTER LINE OF
 MD1874'THE NORTH-SOUTH ROAD.  THIS REFERENCE MARK WAS
 MD1874'PLACED IN CLOSE
 MD1874'PROXIMITY TO THE STATION FOR THE REASON THAT IN EVENT OF THE ROAD
 MD1874'BEING WIDENED
 MD1874'THE REFERENCE MARK WILL BE READILY ACCESSIBLE AS AN
 MD1874'ECCENTRIC STATION.
 MD1874'
 MD1874'REFERENCE MARK NO. 2 IS 7 METERS WEST OF THE CENTER LINE OF THE
 MD1874'NORTH-SOUTH ROAD
 MD1874'ON THE FENCE LINE OF THE NORTH-SOUTH RAIL FENCE,
 MD1874'39 METERS NORTH OF THE ROAD
 MD1874'INTERSECTION.
 MD1874'
 MD1874'THE AZIMUTH MARK IS SOUTH OF THE STATION IN A FENCE CORNER
 MD1874'7.6 METERS EAST OF
 MD1874'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.5
 MD1874'METERS EAST OF THE NORTH-SOUTH FENCE
 MD1874'LINE, 0.3 METER NORTH OF THE
 MD1874'EAST-WEST FENCE LINE.
 MD1874'
 MD1874'TO REACH THE STATION FROM EDGERTON, GO EAST ON U.S. HIGHWAY 6,
 MD1874'2.1 MILES WHERE
 MD1874'U.S. HIGHWAY 6 TURNS TO THE NORTH.  AT THIS TURN
 MD1874'KEEP STRAIGHT AHEAD 1.1 MILES TO
 MD1874'THE STATION IN THE NORTHEAST CORNER
 MD1874'OF THE ROAD INTERSECTION.
 MD1874'
 MD1874'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 MD1874'DESCRIBED IN NOTES
 MD1874'1A, 7A, 11A AND 11A, RESPECTIVELY.
 MD1874
 MD1874                          STATION RECOVERY (1946)
 MD1874
 MD1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1874'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS
 MD1874'WERE FOUND IN GOOD
 MD1874'CONDITION.  DISTANCES WERE CHECKED AND FOUND TO BE CORRECT EXCEPT FOR
 MD1874'R.M. NO. 2 WHICH IS NOTED BELOW.  A
 MD1874'COMPLETE NEW DESCRIPTION FOLLOWS-
 MD1874'
 MD1874'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE CROSSROADS, 3.2
 MD1874'MILES EAST OF THE TOWN OF
 MD1874'EDGERTON, 98 METERS EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 MD1874'12.5 METERS SOUTH OF THE EAST-WEST
 MD1874'FENCE LINE, 21 METERS SOUTHEAST OF THE FENCE CORNER AND 33 METERS
 MD1874'NORTHEAST OF THE ROAD INTERSECTION.  THE
 MD1874'MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND
 MD1874'AND THE DISK IS STAMPED EDGERTON 1932.
 MD1874'
 MD1874'REFERENCE MARK NO. 1 IS 40.39 FEET NORTH OF THE STATION ON THE
 MD1874'EAST-WEST FENCE LINE, 20 METERS
 MD1874'EAST OF THE FENCE CORNER, 19.7 METERS NORTH OF THE CENTERLINE OF THE
 MD1874'EAST-WEST ROAD.  THE MARK PROJECTS 8
 MD1874'INCHES AND THE DISK IS STAMPED EDGERTON NO 1 1932.
 MD1874'
 MD1874'REFERENCE MARK NO. 2 IS 111.81 FEET NORTHEAST OF THE STATION, 7
 MD1874'METERS WEST OF THE CENTERLINE
 MD1874'OF THE NORTH-SOUTH ROAD, ON THE FENCE LINE OF THE NORTH-SOUTH RAIL
 MD1874'FENCE AND 39 METERS NORTH OF THE
 MD1874'ROAD INTERSECTION.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 MD1874'STAMPED EDGERTON NO 2 1932.
 MD1874'
 MD1874'THE AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION IN A FENCE CORNER,
 MD1874'7.6 METERS EAST OF THE CENTERLINE
 MD1874'OF THE NORTH-SOUTH ROAD, 1.5 METERS EAST OF THE NORTH-SOUTH FENCE
 MD1874'LINE AND 0.3 METER NORTH OF THE EAST-WEST
 MD1874'FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 MD1874'IS STAMPED EDGERTON 1932
 MD1874'
 MD1874'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET AS DESCRIBED IN
 MD1874'NOTES 1A, 7A AND 11A.
 MD1874
 MD1874                          STATION RECOVERY (1961)
 MD1874
 MD1874'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MD1874'STATION COULD NOT BE FOUND, BUT R.M. 1 AND R.M. 2 WERE FOUND O.K.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1816 ***********************************************************************
 MD1816  DESIGNATION -  EDGERTON INDUSTRIAL PARK TANK
 MD1816  PID         -  MD1816
 MD1816  STATE/COUNTY-  OH/WILLIAMS
 MD1816  USGS QUAD   -  BUTLER EAST (1994)
 MD1816
 MD1816                         *CURRENT SURVEY CONTROL
 MD1816  ___________________________________________________________________
 MD1816* NAD 83(1995)-  41 26 44.66075(N)    084 45 26.77473(W)     ADJUSTED  
 MD1816* NAVD 88     -                                                        
 MD1816  ___________________________________________________________________
 MD1816  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 MD1816  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MD1816
 MD1816  HORZ ORDER  -  THIRD
 MD1816
 MD1816.The horizontal coordinates were established by classical geodetic methods
 MD1816.and adjusted by the National Geodetic Survey in April 1998..
 MD1816
 MD1816
 MD1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1816
 MD1816.The geoid height was determined by GEOID03.
 MD1816
 MD1816;                    North         East     Units Scale Factor Converg.
 MD1816;SPC OH N     -   200,002.546   411,383.822   MT  0.99996087   -1 28 58.9
 MD1816;SPC IN E     -   688,458.588   175,978.361   MT  1.00003768   +0 36 06.7
 MD1816;SPC IN E     - 2,258,717.88    577,355.67   sFT  1.00003768   +0 36 06.7
 MD1816;UTM  16      - 4,590,667.550   687,332.644   MT  1.00003190   +1 29 05.3
 MD1816
 MD1816                          SUPERSEDED SURVEY CONTROL
 MD1816
 MD1816  NAD 83(1995)-  41 26 44.66502(N)    084 45 26.77498(W) AD(       ) 4
 MD1816  NAD 83(1986)-  41 26 44.66278(N)    084 45 26.79105(W) AD(       ) 4
 MD1816  NAD 27      -  41 26 44.48320(N)    084 45 26.94651(W) AD(       ) 3
 MD1816
 MD1816.Superseded values are not recommended for survey control.
 MD1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1816.See file dsdata.txt to determine how the superseded data were derived.
 MD1816
 MD1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8733390668(NAD 83)
 MD1816_MARKER: 53 = ELEVATED TANK
 MD1816
 MD1816  HISTORY     - Date     Condition        Report By
 MD1816  HISTORY     - 1970     FIRST OBSERVED   NGS
 MD1816
 MD1816                          STATION DESCRIPTION
 MD1816
 MD1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1816'EDGERTON INDUSTRIAL PARK WATER TANK IS LOCATED IN THE SOUTHWEST
 MD1816'PART OF EDGERTON.
 MD1816'
 MD1816'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 49
 MD1816'IN THE SOUTH EDGE
 MD1816'OF EDGERTON, GO WEST ON U.S. HIGHWAY 6 FOR 0.5 MILE
 MD1816'TO THE TANK ON THE LEFT, JUST SOUTH
 MD1816'OF THE RAILROAD TRACKS.
 MD1816'
 MD1816'TANK IS A 4-LEGGED STEEL STRUCTURE, 130 FEET HIGH, PAINTED GREY,
 MD1816'RADIAL CONE TANK,
 MD1816'WITH THE LETTERS EDGERTON INDUSTRIAL PARK, ON ITS
 MD1816'NORTH SIDE.
 MD1816'
 MD1816'POINT INTERSECTED WAS THE BALL ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1779 ***********************************************************************
 MD1779  DESIGNATION -  EDGERTON MUNICIPAL TANK
 MD1779  PID         -  MD1779
 MD1779  STATE/COUNTY-  OH/WILLIAMS
 MD1779  USGS QUAD   -  EDGERTON (1977)
 MD1779
 MD1779                         *CURRENT SURVEY CONTROL
 MD1779  ___________________________________________________________________
 MD1779* NAD 83(1995)-  41 26 54.82687(N)    084 44 45.07037(W)     ADJUSTED  
 MD1779* NAVD 88     -                                                        
 MD1779  ___________________________________________________________________
 MD1779  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 MD1779  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MD1779
 MD1779  HORZ ORDER  -  THIRD
 MD1779
 MD1779.The horizontal coordinates were established by classical geodetic methods
 MD1779.and adjusted by the National Geodetic Survey in April 1998..
 MD1779
 MD1779
 MD1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1779
 MD1779.The geoid height was determined by GEOID03.
 MD1779
 MD1779;                    North         East     Units Scale Factor Converg.
 MD1779;SPC OH N     -   200,291.073   412,359.609   MT  0.99996119   -1 28 31.5
 MD1779;SPC IN E     -   688,782.449   176,943.080   MT  1.00003950   +0 36 34.4
 MD1779;SPC IN E     - 2,259,780.42    580,520.75   sFT  1.00003950   +0 36 34.4
 MD1779;UTM  16      - 4,591,006.237   688,292.253   MT  1.00003633   +1 29 33.2
 MD1779
 MD1779                          SUPERSEDED SURVEY CONTROL
 MD1779
 MD1779  NAD 83(1995)-  41 26 54.82668(N)    084 44 45.06928(W) AD(       ) 4
 MD1779  NAD 83(1986)-  41 26 54.82748(N)    084 44 45.08668(W) AD(       ) 4
 MD1779  NAD 27      -  41 26 54.64500(N)    084 44 45.23600(W) AD(       ) 3
 MD1779
 MD1779.Superseded values are not recommended for survey control.
 MD1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1779.See file dsdata.txt to determine how the superseded data were derived.
 MD1779
 MD1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8829291006(NAD 83)
 MD1779
 MD1779  HISTORY     - Date     Condition        Report By
 MD1779  HISTORY     - 1946     MONUMENTED       CGS
 MD1779  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1779  HISTORY     - 1970     SEE DESCRIPTION  NGS
 MD1779
 MD1779                          STATION DESCRIPTION
 MD1779
 MD1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1779'THIS IS AN INTERSECTION STATION.
 MD1779'
 MD1779'STATION IS IN THE CITY OF EDGERTON ON THE EAST SIDE OF THE CITY PARK.
 MD1779'IT IS LOCATED ONE
 MD1779'BLOCK EAST OF THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 49.
 MD1779'IT IS A BALL SHAPED TANK ATOP A
 MD1779'FOUR-LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH AND PAINTED
 MD1779'BATTLESHIP GREY.  THE POINT OBSERVED ON WAS
 MD1779'THE SMALL BALL AT THE APEX OF THE ROOF.
 MD1779
 MD1779                          STATION RECOVERY (1960)
 MD1779
 MD1779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 MD1779'RECOVERED IN GOOD CONDITION AS DESCRIBED.  COAST SURVEY BENCH MARK N
 MD1779'121 1946 IS SET IN A DRILL HOLE
 MD1779'IN THE NW CONCRETE FOOTING OF THE TANK.
 MD1779
 MD1779                          STATION RECOVERY (1970)
 MD1779
 MD1779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1779'STATION WAS RECOVERED AS DESCRIBD AND FOUND TO BE IN GOOD
 MD1779'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1802 ***********************************************************************
 MD1802  DESIGNATION -  EDGERTON PANHANDLE PIPE MAST
 MD1802  PID         -  MD1802
 MD1802  STATE/COUNTY-  OH/PAULDING
 MD1802  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD1802
 MD1802                         *CURRENT SURVEY CONTROL
 MD1802  ___________________________________________________________________
 MD1802* NAD 83(1995)-  41 02 12.10591(N)    084 48 26.64563(W)     ADJUSTED  
 MD1802* NAVD 88     -                                                        
 MD1802  ___________________________________________________________________
 MD1802  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 MD1802  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MD1802
 MD1802  HORZ ORDER  -  THIRD
 MD1802
 MD1802.The horizontal coordinates were established by classical geodetic methods
 MD1802.and adjusted by the National Geodetic Survey in April 1998..
 MD1802
 MD1802
 MD1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1802
 MD1802.The geoid height was determined by GEOID03.
 MD1802
 MD1802;                    North         East     Units Scale Factor Converg.
 MD1802;SPC OH N     -   154,702.421   406,008.465   MT  0.99993929   -1 30 57.1
 MD1802;SPC IN E     -   642,989.036   172,252.288   MT  1.00003089   +0 33 51.0
 MD1802;SPC IN E     - 2,109,539.86    565,131.05   sFT  1.00003089   +0 33 51.0
 MD1802;UTM  16      - 4,545,146.590   684,304.868   MT  1.00001809   +1 26 23.8
 MD1802
 MD1802                          SUPERSEDED SURVEY CONTROL
 MD1802
 MD1802  NAD 83(1986)-  41 02 12.10734(N)    084 48 26.66131(W) AD(       ) 4
 MD1802  NAD 27      -  41 02 11.93097(N)    084 48 26.79807(W) AD(       ) 3
 MD1802
 MD1802.Superseded values are not recommended for survey control.
 MD1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1802.See file dsdata.txt to determine how the superseded data were derived.
 MD1802
 MD1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8430545147(NAD 83)
 MD1802_MARKER: 44 = MICROWAVE MAST
 MD1802
 MD1802  HISTORY     - Date     Condition        Report By
 MD1802  HISTORY     - 1970     FIRST OBSERVED   NGS
 MD1802
 MD1802                          STATION DESCRIPTION
 MD1802
 MD1802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 MD1802'THE STATION IS THE RED LIGHT ATOP THE EDGERTON, PANHANDLE EASTERN
 MD1802'PIPELINE COMPANY
 MD1802'MICROWAVE MAST KSA 836 THAT IS LOCATED ABOUT 3 MILES SOUTH OF
 MD1802'EDGERTON AND JUST WEST OF
 MD1802'THE INDIANA-OHIO STATE LINE.  THE MAST IS TRIANGULAR IN CROSS
 MD1802'SECTION, PAINTED IN ALTERNATE BANDS
 MD1802'OF RED AND WHITE AND HAS TWO FAN SHAPED ANTENNAS
 MD1802'LOCATED NEAR THE TOP.  IT IS 300 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2425 ***********************************************************************
 MB2425  DESIGNATION -  EDINBURG OHIO BELL MICROWAVE
 MB2425  PID         -  MB2425
 MB2425  STATE/COUNTY-  OH/PORTAGE
 MB2425  USGS QUAD   -  ATWATER (1994)
 MB2425
 MB2425                         *CURRENT SURVEY CONTROL
 MB2425  ___________________________________________________________________
 MB2425* NAD 83(1995)-  41 05 12.24737(N)    081 08 42.09218(W)     ADJUSTED  
 MB2425* NAVD 88     -                                                        
 MB2425  ___________________________________________________________________
 MB2425  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 MB2425  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MB2425
 MB2425  HORZ ORDER  -  THIRD
 MB2425
 MB2425.The horizontal coordinates were established by classical geodetic methods
 MB2425.and adjusted by the National Geodetic Survey in April 1998..
 MB2425
 MB2425
 MB2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2425
 MB2425.The geoid height was determined by GEOID03.
 MB2425
 MB2425;                    North         East     Units Scale Factor Converg.
 MB2425;SPC OH N     -   158,577.210   713,839.943   MT  0.99993920   +0 53 24.5
 MB2425;UTM  17      - 4,548,395.716   487,819.126   MT  0.99960183   -0 05 43.1
 MB2425
 MB2425                          SUPERSEDED SURVEY CONTROL
 MB2425
 MB2425  NAD 83(1986)-  41 05 12.25337(N)    081 08 42.09426(W) AD(       ) 4
 MB2425  NAD 27      -  41 05 12.05077(N)    081 08 42.73289(W) AD(       ) 3
 MB2425
 MB2425.Superseded values are not recommended for survey control.
 MB2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2425.See file dsdata.txt to determine how the superseded data were derived.
 MB2425
 MB2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8781948396(NAD 83)
 MB2425_MARKER: Z = SEE DESCRIPTION
 MB2425_SETTING: 0 = UNSPECIFIED SETTING
 MB2425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2425
 MB2425  HISTORY     - Date     Condition        Report By
 MB2425  HISTORY     - 1977     MONUMENTED       NGS
 MB2425
 MB2425                          STATION DESCRIPTION
 MB2425
 MB2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2425'THE STATION IS THE TOP CENTER OF THE EDINBURG OHIO BELL
 MB2425'MICROWAVE TOWER KQO 24.  IT IS A FOUR LEGGED SKELETON STEEL
 MB2425'TOWER WITH FOUR FAN SHAPED ANTENNAS AT THE TOP, PAINTED
 MB2425'GRAY AND APPROXIMATELY 150 FEET HIGH.
 MB2425'
 MB2425'IT IS LOCATED ABOUT 0.8 MILE SOUTH OF THE CENTER OF EDINBURG
 MB2425'AND 300 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 183.
 MB2425'
 MB2425'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2931 ***********************************************************************
 MB2931  DESIGNATION -  EDISON
 MB2931  PID         -  MB2931
 MB2931  STATE/COUNTY-  OH/SUMMIT
 MB2931  USGS QUAD   -  AKRON WEST (1994)
 MB2931
 MB2931                         *CURRENT SURVEY CONTROL
 MB2931  ___________________________________________________________________
 MB2931* NAD 83(1995)-  41 05 11.60977(N)    081 30 56.31461(W)     ADJUSTED  
 MB2931* NAVD 88     -       316.7    (meters)    1039.     (feet)  VERTCON   
 MB2931  ___________________________________________________________________
 MB2931  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 MB2931  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB2931
 MB2931  HORZ ORDER  -  FIRST
 MB2931
 MB2931.The horizontal coordinates were established by classical geodetic methods
 MB2931.and adjusted by the National Geodetic Survey in April 1998..
 MB2931
 MB2931.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2931
 MB2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2931
 MB2931.The geoid height was determined by GEOID03.
 MB2931
 MB2931;                    North         East     Units Scale Factor Converg.
 MB2931;SPC OH N     -   158,139.938   682,703.836   MT  0.99993919   +0 38 48.0
 MB2931;UTM  17      - 4,548,494.004   456,690.341   MT  0.99962308   -0 20 20.0
 MB2931
 MB2931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2931!SPC OH N     -   0.99995557  x   0.99993919  =   0.99989476
 MB2931!UTM  17      -   0.99995557  x   0.99962308  =   0.99957866
 MB2931
 MB2931|---------------------------------------------------------------------|
 MB2931| PID    Reference Object                     Distance      Geod. Az  |
 MB2931|                                                           dddmmss.s |
 MB2931| MB1380 EDISON ECC                            2.232 METERS 01635     |
 MB2931| MB2878 AKRON OHIO EDISON ELEC CO TWR       APPROX. 1.5 KM 0552425.0 |
 MB2931| MB2896 AKRON POLICE RADIO MAST             APPROX. 1.3 KM 1542137.5 |
 MB2931| MB2918 AKRON ZION LUTH CHURCH SPIRE        APPROX. 0.6 KM 1915854.5 |
 MB2931| MB2920 AKRON TV STATION WAKR MAST          APPROX. 0.5 KM 2060737.2 |
 MB2931|---------------------------------------------------------------------|
 MB2931
 MB2931                          SUPERSEDED SURVEY CONTROL
 MB2931
 MB2931  NAD 83(1986)-  41 05 11.61677(N)    081 30 56.31800(W) AD(       ) 1
 MB2931  NAD 27      -  41 05 11.41780(N)    081 30 56.88946(W) AD(       ) 1
 MB2931  NGVD 29 (07/19/86)  316.9    (m)         1040.     (f) VERT ANG       
 MB2931
 MB2931.Superseded values are not recommended for survey control.
 MB2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2931.See file dsdata.txt to determine how the superseded data were derived.
 MB2931
 MB2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5669048494(NAD 83)
 MB2931_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2931_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2931_STAMPING: EDISON
 MB2931_MARK LOGO: OH0070
 MB2931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2931+STABILITY: SURFACE MOTION
 MB2931
 MB2931  HISTORY     - Date     Condition        Report By
 MB2931  HISTORY     - 1963     MONUMENTED       OH0070
 MB2931
 MB2931                          STATION DESCRIPTION
 MB2931
 MB2931'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB2931'THE STATION IS NEAR THE NORTHEAST CORNER OF THE ROOF OF THE OHIO
 MB2931'EDISON BUILDING AT 47 NORTH
 MB2931'MAIN STREET.  IT IS ON THE ROOF OVER THE FREIGHT ELEVATOR SHAFT, 3
 MB2931'FEET WEST OF THE EAST COPING OF THE
 MB2931'ROOF, 3 FEET SOUTH OF THE NORTH COPING AND 5 FEET SOUTHWEST
 MB2931'OF THE NORTHEAST CORNER OF THE ROOF.  THE
 MB2931'MARK IS A CITY OF AKRON DISK SET IN THE TOP OF
 MB2931'A 6 INCH CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE
 MB2931'ROOF AND IS STAMPED EDISON.
 MB2931'
 MB2931'EDISON (ACS) ECC. IS LOCATED ON THE NORTH SIDE OF THE OHIO EDISON
 MB2931'BUILDING, 5.6 FEET NORTHWEST
 MB2931'OF THE NORTHEAST CORNER OF THE BUILDING, 6 FEET SOUTH OF THE SOUTH
 MB2931'EDGE OF A SIDEWALK, 19 FEET EAST OF
 MB2931'THE CENTER OF THE NORTH ENTRANCE TO THE BUILDING, 79
 MB2931'FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING
 MB2931'AND ABOUT 150 FEET SOUTHEAST OF THE
 MB2931'INTERSECTION OF NORTH MAIN STREET AND PERKINS STREET.  THE MARK IS A
 MB2931'CITY OF AKRON DISK STAMPED EDISON
 MB2931'ECC SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES
 MB2931'BELOW THE SURFACE OF A 3 FOOT
 MB2931'SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1380 ***********************************************************************
 MB1380  DESIGNATION -  EDISON ECC
 MB1380  PID         -  MB1380
 MB1380  STATE/COUNTY-  OH/SUMMIT
 MB1380  USGS QUAD   -  AKRON WEST (1994)
 MB1380
 MB1380                         *CURRENT SURVEY CONTROL
 MB1380  ___________________________________________________________________
 MB1380* NAD 83(1995)-  41 05 11.67911(N)    081 30 56.28732(W)     ADJUSTED  
 MB1380* NAVD 88     -       288.641  (meters)     946.98   (feet)  ADJUSTED  
 MB1380  ___________________________________________________________________
 MB1380  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 MB1380  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB1380  DYNAMIC HT  -         288.514 (meters)     946.57  (feet)  COMP
 MB1380  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 MB1380
 MB1380  HORZ ORDER  -  SECOND
 MB1380  VERT ORDER  -  FIRST     CLASS II
 MB1380
 MB1380.The horizontal coordinates were established by classical geodetic methods
 MB1380.and adjusted by the National Geodetic Survey in April 1998..
 MB1380
 MB1380.The orthometric height was determined by differential leveling
 MB1380.and adjusted by the National Geodetic Survey in June 1991..
 MB1380
 MB1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1380
 MB1380.The geoid height was determined by GEOID03.
 MB1380
 MB1380.The dynamic height is computed by dividing the NAVD 88
 MB1380.geopotential number by the normal gravity value computed on the
 MB1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1380.degrees latitude (g = 980.6199 gals.).
 MB1380
 MB1380.The modeled gravity was interpolated from observed gravity values.
 MB1380
 MB1380;                    North         East     Units Scale Factor Converg.
 MB1380;SPC OH N     -   158,142.084   682,704.449   MT  0.99993919   +0 38 48.0
 MB1380;UTM  17      - 4,548,496.138   456,690.990   MT  0.99962308   -0 20 20.0
 MB1380
 MB1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1380!SPC OH N     -   0.99995997  x   0.99993919  =   0.99989916
 MB1380!UTM  17      -   0.99995997  x   0.99962308  =   0.99958306
 MB1380
 MB1380                          SUPERSEDED SURVEY CONTROL
 MB1380
 MB1380  NAD 83(1986)-  41 05 11.68609(N)    081 30 56.29072(W) AD(       ) 2
 MB1380  NAD 27      -  41 05 11.48712(N)    081 30 56.86219(W) AD(       ) 2
 MB1380  NGVD 29 (??/??/92)  288.838  (m)          947.63   (f) ADJ UNCH    1 2
 MB1380
 MB1380.Superseded values are not recommended for survey control.
 MB1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1380.See file dsdata.txt to determine how the superseded data were derived.
 MB1380
 MB1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5669148496(NAD 83)
 MB1380_MARKER: DD = SURVEY DISK
 MB1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1380_STAMPING: EDISON ECC
 MB1380_MARK LOGO: OH0070
 MB1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1380+STABILITY: SURFACE MOTION
 MB1380
 MB1380  HISTORY     - Date     Condition        Report By
 MB1380  HISTORY     - 1963     MONUMENTED       OH0070
 MB1380  HISTORY     - 1963     GOOD             CGS
 MB1380
 MB1380                          STATION DESCRIPTION
 MB1380
 MB1380'DESCRIBED BY CITY OF AKRON OHIO 1963
 MB1380'EDISON (ACS) ECC. IS LOCATED ON THE NORTH SIDE OF THE OHIO EDISON
 MB1380'BUILDING, 5.6 FEET NORTHWEST
 MB1380'OF THE NORTHEAST CORNER OF THE BUILDING, 6 FEET SOUTH OF THE SOUTH
 MB1380'EDGE OF A SIDEWALK, 19 FEET EAST OF
 MB1380'THE CENTER OF THE NORTH ENTRANCE TO THE BUILDING, 79
 MB1380'FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING
 MB1380'AND ABOUT 150 FEET SOUTHEAST OF THE
 MB1380'INTERSECTION OF NORTH MAIN STREET AND PERKINS STREET.  THE MARK IS A
 MB1380'CITY OF AKRON DISK STAMPED EDISON
 MB1380'ECC SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES
 MB1380'BELOW THE SURFACE OF A 3 FOOT
 MB1380'SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
 MB1380
 MB1380                          STATION RECOVERY (1963)
 MB1380
 MB1380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MB1380'AT AKRON.
 MB1380'AT AKRON, IN THE DOWNTOWN AREA OF THE CITY, AT 47 NORTH MAIN
 MB1380'STREET, NEAR THE NORTHEAST CORNER OF THE OHIO EDISON BUILDING,
 MB1380'ALONG THE NORTH SIDE OF THE BUILDING, ABOUT 150 FEET SOUTHEAST
 MB1380'OF THE INTERSECTION OF NORTH MAIN AND PERKINS STREET, 5.6 FEET
 MB1380'NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING, 6 FEET SOUTH
 MB1380'OF THE SOUTH EDGE OF A CONCRETE SIDEWALK, 79 FEET EAST OF THE
 MB1380'NORTHWEST CORNER OF THE BUILDING, 19 FEET EAST OF THE CENTER
 MB1380'OF THE NORTH ENTRANCE TO THE BUILDING, SET IN THE TOP OF A
 MB1380'CONCRETE POST 4 INCHES BELOW THE LEVEL OF GROUND AND UNDER A 9
 MB1380'INCH IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1845 ***********************************************************************
 MD1845  DESIGNATION -  EDON MUN TANK
 MD1845  PID         -  MD1845
 MD1845  STATE/COUNTY-  OH/WILLIAMS
 MD1845  USGS QUAD   -  EDON (1994)
 MD1845
 MD1845                         *CURRENT SURVEY CONTROL
 MD1845  ___________________________________________________________________
 MD1845* NAD 83(1995)-  41 33 25.47209(N)    084 46 05.16753(W)     ADJUSTED  
 MD1845* NAVD 88     -                                                        
 MD1845  ___________________________________________________________________
 MD1845  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 MD1845  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MD1845
 MD1845  HORZ ORDER  -  THIRD
 MD1845
 MD1845.The horizontal coordinates were established by classical geodetic methods
 MD1845.and adjusted by the National Geodetic Survey in April 1998..
 MD1845
 MD1845
 MD1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1845
 MD1845.The geoid height was determined by GEOID03.
 MD1845
 MD1845;                    North         East     Units Scale Factor Converg.
 MD1845;SPC OH N     -   212,386.518   410,814.484   MT  0.99997557   -1 29 24.1
 MD1845;SPC IN E     -   700,814.490   174,958.664   MT  1.00003579   +0 35 46.0
 MD1845;SPC IN E     - 2,299,255.54    574,010.22   sFT  1.00003579   +0 35 46.0
 MD1845;UTM  16      - 4,603,006.156   686,122.467   MT  1.00002632   +1 28 51.6
 MD1845
 MD1845                          SUPERSEDED SURVEY CONTROL
 MD1845
 MD1845  NAD 83(1995)-  41 33 25.47301(N)    084 46 05.16812(W) AD(       ) 4
 MD1845  NAD 83(1986)-  41 33 25.47274(N)    084 46 05.18176(W) AD(       ) 4
 MD1845  NAD 27      -  41 33 25.28795(N)    084 46 05.32988(W) AD(       ) 3
 MD1845
 MD1845.Superseded values are not recommended for survey control.
 MD1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1845.See file dsdata.txt to determine how the superseded data were derived.
 MD1845
 MD1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8612203006(NAD 83)
 MD1845_MARKER: 53 = ELEVATED TANK
 MD1845
 MD1845  HISTORY     - Date     Condition        Report By
 MD1845  HISTORY     - 1970     FIRST OBSERVED   NGS
 MD1845
 MD1845                          STATION DESCRIPTION
 MD1845
 MD1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1845'EDON, MUNICIPAL WATER TANK IS LOCATED IN THE NORTHEAST PART OF
 MD1845'EDON, ABOUT 0.1
 MD1845'MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 34
 MD1845'AND 49, AND IN THE CITY RECREATION
 MD1845'AREA.  IT IS A 4-LEGGED STEEL STRUCTURE
 MD1845'PAINTED SILVER, RADIAL CONE TANK, WITH THE LETTERS
 MD1845'EDON PAINTED IN BLACK
 MD1845'ON ALL 4 SIDES.  IT HAS AN OVERALL HEIGHT OF ABOUT 120 FEET.
 MD1845'
 MD1845'POINT INTERSECTED WAS THE BALL ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1842 ***********************************************************************
 KZ1842  DESIGNATION -  EGNEW
 KZ1842  PID         -  KZ1842
 KZ1842  STATE/COUNTY-  OH/LICKING
 KZ1842  USGS QUAD   -  HANOVER (1981)
 KZ1842
 KZ1842                         *CURRENT SURVEY CONTROL
 KZ1842  ___________________________________________________________________
 KZ1842* NAD 83(1995)-  40 06 01.17215(N)    082 21 51.86351(W)     ADJUSTED  
 KZ1842* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 KZ1842  ___________________________________________________________________
 KZ1842  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 KZ1842  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KZ1842
 KZ1842  HORZ ORDER  -  SECOND
 KZ1842
 KZ1842.The horizontal coordinates were established by classical geodetic methods
 KZ1842.and adjusted by the National Geodetic Survey in April 1998..
 KZ1842
 KZ1842.The orthometric height was scaled from a topographic map.
 KZ1842
 KZ1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1842
 KZ1842.The geoid height was determined by GEOID03.
 KZ1842
 KZ1842;                    North         East     Units Scale Factor Converg.
 KZ1842;SPC OH S     -   233,181.345   611,562.043   MT  1.00001394   +0 05 09.7
 KZ1842;SPC OH N     -    48,166.545   611,562.811   MT  1.00008044   +0 05 20.7
 KZ1842;UTM  17      - 4,439,784.497   383,703.398   MT  0.99976650   -0 52 44.2
 KZ1842
 KZ1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1842!SPC OH S     -   0.99995170  x   1.00001394  =   0.99996564
 KZ1842!SPC OH N     -   0.99995170  x   1.00008044  =   1.00003214
 KZ1842!UTM  17      -   0.99995170  x   0.99976650  =   0.99971821
 KZ1842
 KZ1842:                Primary Azimuth Mark                     Grid Az
 KZ1842:SPC OH S     -  NEWARK RADIO STA WCLT TOWER              203 19 18.0
 KZ1842:SPC OH N     -  NEWARK RADIO STA WCLT TOWER              203 19 07.0
 KZ1842:UTM  17      -  NEWARK RADIO STA WCLT TOWER              204 17 11.9
 KZ1842
 KZ1842|---------------------------------------------------------------------|
 KZ1842| PID    Reference Object                     Distance      Geod. Az  |
 KZ1842|                                                           dddmmss.s |
 KZ1842| KZ1850 NEWARK RADIO STA WCLT TOWER         APPROX. 8.1 KM 2032427.7 |
 KZ1842| CE6008 EGNEW AZ MK                                        2102922.2 |
 KZ1842| CE6009 EGNEW RM 1                           26.062 METERS 25633     |
 KZ1842| CE6010 EGNEW RM 2                           30.500 METERS 34302     |
 KZ1842|---------------------------------------------------------------------|
 KZ1842
 KZ1842                          SUPERSEDED SURVEY CONTROL
 KZ1842
 KZ1842  NAD 83(1986)-  40 06 01.17850(N)    082 21 51.87456(W) AD(       ) 2
 KZ1842  NAD 27      -  40 06 00.94200(N)    082 21 52.32680(W) AD(       ) 2
 KZ1842
 KZ1842.Superseded values are not recommended for survey control.
 KZ1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1842.See file dsdata.txt to determine how the superseded data were derived.
 KZ1842
 KZ1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8370339784(NAD 83)
 KZ1842_MARKER: DS = TRIANGULATION STATION DISK
 KZ1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1842
 KZ1842  HISTORY     - Date     Condition        Report By
 KZ1842  HISTORY     - 1959     MONUMENTED       CGS
 KZ1842  HISTORY     - 20050320 GOOD             USPSQD
 KZ1842
 KZ1842                          STATION DESCRIPTION
 KZ1842
 KZ1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1842'THE STATION IS ABOUT 3.5 MILES NORTHEAST OF NEWARK, 3.5 MILES NORTH
 KZ1842'OF THE LICKING RIVER,
 KZ1842'0.1 MILE NORTHWEST OF STATE HIGHWAY 79, ON A PARTIALLY BARE HILL IN
 KZ1842'THE NORTHWEST CORNER OF MADISON
 KZ1842'TOWNSHIP, T 2 N, R 12 W, AND ON PROPERTY OWNED BY MR.
 KZ1842'R.W. EGNEW.
 KZ1842'
 KZ1842'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 79 IN
 KZ1842'EAST NEWARK, GO NORTH
 KZ1842'ON HIGHWAY 79 FOR 2.85 MILES TO A DRIVEWAY ON THE RIGHT AND THE
 KZ1842'AZIMUTH MARK ON THE RIGHT AT A
 KZ1842'POWERLINE POLE.  CONTINUE NORTH ON HIGHWAY 79 FOR 0.45
 KZ1842'MILE TO A GRAVEL SIDE ROAD ON THE LEFT.  TURN
 KZ1842'LEFT AND GO WEST ON THE GRAVEL ROAD 0.1
 KZ1842'MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 KZ1842'GRAVEL DRIVEWAY 0.1 MILE TO MR.
 KZ1842'R.W. EGNEWS RESIDENCE AND THE STATION 60.5 FEET SOUTHWEST OF THE
 KZ1842'SOUTHEAST CORNER OF THE HOUSE.
 KZ1842'
 KZ1842'STATION MARKS ARE STANDARD DISKS STAMPED EGNEW 1959.  THE SURFACE
 KZ1842'DISK IS SET IN A SQUARE
 KZ1842'CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 69.5
 KZ1842'FEET SOUTH OF THE SOUTHWEST
 KZ1842'CORNER OF THE HOUSE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 KZ1842'MASS OF CONCRETE 26 INCHES BELOW THE
 KZ1842'SURFACE OF THE GROUND.
 KZ1842'
 KZ1842'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EGNEW NO 1 1959, IS SET
 KZ1842'IN A SQUARE CONCRETE
 KZ1842'POST 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 130.5 FEET
 KZ1842'SOUTHWEST OF THE SOUTHWEST CORNER OF
 KZ1842'THE HOUSE AND 119 FEET SOUTH OF A POWER POLE WITH A
 KZ1842'TRANSFORMER.
 KZ1842'
 KZ1842'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EGNEW NO 2 1959, IS SET
 KZ1842'IN A SQUARE CONCRETE
 KZ1842'POST 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS IN THE NORTH
 KZ1842'CORNER OF THE LAWN, 50 FEET WEST
 KZ1842'OF THE SOUTHWEST CORNER OF THE HOUSE, 22 FEET SOUTHWEST
 KZ1842'OF THE CENTERLINE OF THE DRIVEWAY, 12 FEET WEST OF
 KZ1842'THE WEST EDGE OF THE CONCRETE
 KZ1842'ABUTMENT WHICH IS ON THE SOUTHWEST SIDE OF THE DRIVEWAY AND 8 FEET
 KZ1842'NORTHEAST OF THE POWER POLE WITH
 KZ1842'A TRANSFORMER.
 KZ1842'
 KZ1842'AZIMUTH MARK, A STANDARD DISK STAMPED EGNEW 1959, IS SET IN A SQUARE
 KZ1842'CONCRETE POST WHICH
 KZ1842'PROJECTS 2 INCHES.  IT IS 29.5 FEET EAST OF THE PAINTED CENTER LINE
 KZ1842'OF HIGHWAY 79, 14.5 FEET SOUTH
 KZ1842'OF THE CENTERLINE OF THE DRIVEWAY, 101 FEET NORTH OF A
 KZ1842'WELL CASING AND 2.5 FEET SOUTH OF A POWERLINE
 KZ1842'POLE.  A STANDARD METAL WITNESS POST
 KZ1842'WAS SET 1.8 FEET SOUTH OF THE MARK.
 KZ1842
 KZ1842                          STATION RECOVERY (2005)
 KZ1842
 KZ1842'RECOVERY NOTE BY US POWER SQUADRON 2005
 KZ1842'FOUND AZIMUTH MARK.  DID NOT FIND STATION MARK, RM1 OR RM2.  ORIGINAL
 KZ1842'HOUSE HAS BEEN REPLACE WITH TWO NEW HOUSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1034 ***********************************************************************
 KZ1034  DESIGNATION -  EHRET
 KZ1034  PID         -  KZ1034
 KZ1034  STATE/COUNTY-  OH/RICHLAND
 KZ1034  USGS QUAD   -  SHELBY (1980)
 KZ1034
 KZ1034                         *CURRENT SURVEY CONTROL
 KZ1034  ___________________________________________________________________
 KZ1034* NAD 83(1995)-  40 57 01.97685(N)    082 40 00.58251(W)     ADJUSTED  
 KZ1034* NAVD 88     -       342.052  (meters)    1122.22   (feet)  ADJUSTED  
 KZ1034  ___________________________________________________________________
 KZ1034  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 KZ1034  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 KZ1034  DYNAMIC HT  -         341.891 (meters)    1121.69  (feet)  COMP
 KZ1034  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 KZ1034
 KZ1034  HORZ ORDER  -  SECOND
 KZ1034  VERT ORDER  -  FIRST     CLASS I
 KZ1034
 KZ1034.The horizontal coordinates were established by classical geodetic methods
 KZ1034.and adjusted by the National Geodetic Survey in April 1998..
 KZ1034
 KZ1034.The orthometric height was determined by differential leveling
 KZ1034.and adjusted by the National Geodetic Survey in June 1991..
 KZ1034
 KZ1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1034
 KZ1034.The geoid height was determined by GEOID03.
 KZ1034
 KZ1034.The dynamic height is computed by dividing the NAVD 88
 KZ1034.geopotential number by the normal gravity value computed on the
 KZ1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1034.degrees latitude (g = 980.6199 gals.).
 KZ1034
 KZ1034.The modeled gravity was interpolated from observed gravity values.
 KZ1034
 KZ1034;                    North         East     Units Scale Factor Converg.
 KZ1034;SPC OH N     -   142,583.160   585,954.204   MT  0.99994122   -0 06 34.6
 KZ1034;UTM  17      - 4,534,605.222   359,709.625   MT  0.99984224   -1 05 33.5
 KZ1034
 KZ1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1034!SPC OH N     -   0.99995174  x   0.99994122  =   0.99989296
 KZ1034!UTM  17      -   0.99995174  x   0.99984224  =   0.99979398
 KZ1034
 KZ1034|---------------------------------------------------------------------|
 KZ1034| PID    Reference Object                     Distance      Geod. Az  |
 KZ1034|                                                           dddmmss.s |
 KZ1034| KZ1033 EHRET RM 2                           23.693 METERS 00357     |
 KZ1034| KZ1035 EHRET RM 1                           26.620 METERS 10007     |
 KZ1034| KZ1036 EHRET AZ MK                                        1835054.4 |
 KZ1034|---------------------------------------------------------------------|
 KZ1034
 KZ1034                          SUPERSEDED SURVEY CONTROL
 KZ1034
 KZ1034  NAD 83(1986)-  40 57 01.98264(N)    082 40 00.59552(W) AD(       ) 2
 KZ1034  NAD 27      -  40 57 01.78197(N)    082 40 00.96023(W) AD(       ) 2
 KZ1034  NGVD 29 (??/??/92)  342.206  (m)         1122.72   (f) ADJ UNCH    1 1
 KZ1034
 KZ1034.Superseded values are not recommended for survey control.
 KZ1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1034.See file dsdata.txt to determine how the superseded data were derived.
 KZ1034
 KZ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5971034605(NAD 83)
 KZ1034_MARKER: DS = TRIANGULATION STATION DISK
 KZ1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1034_STAMPING: EHRET 1959
 KZ1034_MARK LOGO: CGS   
 KZ1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1034+STABILITY: SURFACE MOTION
 KZ1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1034+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 KZ1034
 KZ1034  HISTORY     - Date     Condition        Report By
 KZ1034  HISTORY     - 1959     MONUMENTED       CGS
 KZ1034  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KZ1034  HISTORY     - 1967     GOOD             CGS
 KZ1034  HISTORY     - 1971     GOOD             OHHD
 KZ1034  HISTORY     - 1987     GOOD             OHDT
 KZ1034  HISTORY     - 20050913 GOOD             USPSQD
 KZ1034
 KZ1034                          STATION DESCRIPTION
 KZ1034
 KZ1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1034'THE STATION IS ABOUT 4.75 MILES NORTH OF SHELBY, 3 MILES SOUTH OF
 KZ1034'PLYMOUTH, IN THE SOUTHWEST
 KZ1034'QUARTER OF SECTION 17, T 23 N, R 19 W, AND ON PROPERTY OWNED BY MRS.
 KZ1034'MARJORIE EHRET.
 KZ1034'
 KZ1034'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 61 AND
 KZ1034'96 IN SHELBY, GO NORTH ON
 KZ1034'STATE HIGHWAY 61 4.95 MILES TO THE AZIMUTH MARK ON THE LEFT.
 KZ1034'CONTINUE NORTH ON STATE HIGHWAY 61
 KZ1034'FOR 0.2 MILE TO THE STATION ON THE RIGHT, 120 FEET SOUTHWEST OF THE
 KZ1034'NORTHWEST CORNER OF A BARN BEARING THE
 KZ1034'NAME C.W. EHERT.
 KZ1034'
 KZ1034'STATION MARKS ARE STANDARD DISKS STAMPED EHRET 1959.  THE SURFACE
 KZ1034'DISK IS SET IN A SQUARE
 KZ1034'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KZ1034'88 FEET EAST OF THE CENTERLINE OF
 KZ1034'STATE HIGHWAY 61, 90 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 KZ1034'DRIVEWAY.  THE UNDERGROUND DISK IS SET
 KZ1034'IN AN IRREGULAR MASS OF CONCRETE 28 INCHES BELOW
 KZ1034'THE SURFACE OF THE GROUND.
 KZ1034'
 KZ1034'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EHRET NO 1 1959, IS SET
 KZ1034'IN A SQUARE CONCRETE POST
 KZ1034'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 27 FEET WEST OF
 KZ1034'THE SOUTHWEST CORNER OF THE BARN AND
 KZ1034'64 FEET SOUTH OF THE NORTHWEST CORNER OF THE BARN.
 KZ1034'
 KZ1034'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EHRET NO 2 1959, IS SET
 KZ1034'IN A SQUARE CONCRETE POST
 KZ1034'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 93 FEET EAST OF
 KZ1034'THE CENTERLINE OF STATE HIGHWAY 61,
 KZ1034'67 FEET SOUTHWEST OF A POWERLINE POLE AND 15 FEET SOUTH
 KZ1034'OF THE CENTERLINE OF THE GRAVEL DRIVEWAY.
 KZ1034'
 KZ1034'AZIMUTH MARK, A STANDARD DISK STAMPED EHRET 1959, IS SET IN A SQUARE
 KZ1034'CONCRETE POST WHICH PROJECTS 2
 KZ1034'INCHES.  IT IS 27 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 61, 18
 KZ1034'FEET SOUTH OF THE CENTERLINE OF THE
 KZ1034'GRAVEL DRIVEWAY AND 1 FOOT SOUTHEAST OF A POWERLINE
 KZ1034'POLE.  A STANDARD METAL WITNESS POST WAS SET 2 FEET
 KZ1034'WEST OF THE MARK.
 KZ1034'
 KZ1034'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KZ1034
 KZ1034                          STATION RECOVERY (1967)
 KZ1034
 KZ1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 KZ1034'THE STATION, REFERENCE MARKS NO 1 AND 2 AND THE AZIMUTH MARK WERE
 KZ1034'ALL RECOVERED AND
 KZ1034'IN GOOD CONDITION.
 KZ1034'
 KZ1034'THE STATION MAY BE REACHED BY GOING 3.3 MILES SOUTH ALONG THE
 KZ1034'BALTIMORE AND OHIO
 KZ1034'RAILROAD FROM THE WEST BROADWAY OVERPASS AT
 KZ1034'PLYMOUTH, THENCE 0.9 MILE EAST ALONG
 KZ1034'PRESTON ROAD, THENCE 0.1 MILE
 KZ1034'SOUTH ALONG STATE HIGHWAY 61, ABOUT 96-1/2 FEET
 KZ1034'SOUTHEAST OF THE CENTER
 KZ1034'OF THE JUNCTION OF THE HIGHWAY AND A DRIVEWAY LEADING TO A LARGE
 KZ1034'TWO-STORIED
 KZ1034'HOUSE, 87 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KZ1034'68 FEET SOUTH OF THE CENTER
 KZ1034'LINE OF DRIVEWAY, 90 FEET NORTHEAST OF
 KZ1034'THE 1ST TELEPHONE POLE SOUTH OF THE DRIVEWAY,
 KZ1034'ABOUT LEVEL WITH
 KZ1034'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KZ1034'GROUND.  THE
 KZ1034'DISK IS STAMPED EHRET 1959.
 KZ1034'
 KZ1034'RM NO. 1 IS 87.2 FEET EAST OF THE STATION, 174 FEET EAST OF THE
 KZ1034'CENTER LINE OF THE
 KZ1034'HIGHWAY, 6 FEET NORTH OF A 4-INCH LOCUST TREE
 KZ1034'AND SET IN THE TOP OF A CONCRETE POST
 KZ1034'FLUSH WITH THE GROUND.
 KZ1034'
 KZ1034'RM 2 IS 77.7 FEET NORTH OF THE STATION, 94 FEET EAST OF THE CENTER
 KZ1034'LINE OF THE
 KZ1034'HIGHWAY, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 KZ1034'GROUND.
 KZ1034'
 KZ1034'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION ALONG
 KZ1034'STATE HIGHWAY 61,
 KZ1034'ABOUT 0.15 MILE NORTH OF THE INTERSECTION OF
 KZ1034'DINNINGER ROAD, 27 FEET WEST OF THE
 KZ1034'CENTER LINE OF THE HIGHWAY,
 KZ1034'2 FEET SOUTHEAST OF A POWER LINE POLE, 2 FEET EAST OF
 KZ1034'A METAL
 KZ1034'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 KZ1034'THE TOP OF A
 KZ1034'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 KZ1034'THE GROUND.
 KZ1034
 KZ1034                          STATION RECOVERY (1967)
 KZ1034
 KZ1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KZ1034'4.3 MI SE FROM PLYMOUTH.
 KZ1034'ABOUT 3.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ1034'THE WEST BROADWAY OVERPASS AT PLYMOUTH, THENCE 0.9 MILE EAST ALONG
 KZ1034'PRESTON ROAD, THENCE 0.1 MILE SOUTH ALONG STATE HIGHWAY 61, 96 1/2
 KZ1034'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND
 KZ1034'A DRIVEWAY LEADING EAST TO A LARGE TWO-STORIED HOUSE, 87 FEET
 KZ1034'EAST OF THE CENTER LINE OF THE HIGHWAY, 68 FEET SOUTH OF THE
 KZ1034'CENTER LINE OF THE DRIVEWAY, 90 FEET NORTHEAST OF THE 1ST TELEPHONE
 KZ1034'POLE SOUTH OF THE DRIVEWAY, ABOUT LEVEL WITH THE HIGHWAY AND SET
 KZ1034'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KZ1034
 KZ1034                          STATION RECOVERY (1971)
 KZ1034
 KZ1034'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1034'EHRET 1959 RECOVERED GOOD - NO WITNESS IN PASTURE.
 KZ1034'
 KZ1034'EHRET NO. 1-1959 RECOVERED GOOD - NO WITNESS IS PASTURE.
 KZ1034'
 KZ1034'EHRET NO. 2-1959 RECOVERED GOOD - NO WITNESS IN PASTURE.
 KZ1034'
 KZ1034'AZI. EHRET 1959 RECOVERED GOOD - HAS WITNESS.
 KZ1034'
 KZ1034'DESCRIPTION ACCURATE.
 KZ1034'
 KZ1034'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES S. OF PLYMOUTH.
 KZ1034
 KZ1034                          STATION RECOVERY (1987)
 KZ1034
 KZ1034'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ1034'RECOVERED IN GOOD CONDITION.
 KZ1034
 KZ1034                          STATION RECOVERY (2005)
 KZ1034
 KZ1034'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1036 ***********************************************************************
 KZ1036  DESIGNATION -  EHRET AZ MK
 KZ1036  PID         -  KZ1036
 KZ1036  STATE/COUNTY-  OH/RICHLAND
 KZ1036  USGS QUAD   -  SHELBY (1980)
 KZ1036
 KZ1036                         *CURRENT SURVEY CONTROL
 KZ1036  ___________________________________________________________________
 KZ1036* NAD 83(1986)-  40 56 46.     (N)    082 40 02.     (W)     SCALED    
 KZ1036* NAVD 88     -       338.301  (meters)    1109.91   (feet)  ADJUSTED  
 KZ1036  ___________________________________________________________________
 KZ1036  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KZ1036  DYNAMIC HT  -         338.142 (meters)    1109.39  (feet)  COMP
 KZ1036  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 KZ1036
 KZ1036  VERT ORDER  -  FIRST     CLASS I
 KZ1036
 KZ1036.The horizontal coordinates were scaled from a topographic map and have
 KZ1036.an estimated accuracy of +/- 6 seconds.
 KZ1036
 KZ1036.The orthometric height was determined by differential leveling
 KZ1036.and adjusted by the National Geodetic Survey in June 1991..
 KZ1036
 KZ1036.The geoid height was determined by GEOID03.
 KZ1036
 KZ1036.The dynamic height is computed by dividing the NAVD 88
 KZ1036.geopotential number by the normal gravity value computed on the
 KZ1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1036.degrees latitude (g = 980.6199 gals.).
 KZ1036
 KZ1036.The modeled gravity was interpolated from observed gravity values.
 KZ1036
 KZ1036;                    North         East    Units  Estimated Accuracy
 KZ1036;SPC OH N     -   142,090.      585,920.      MT  (+/- 180 meters Scaled)
 KZ1036
 KZ1036                          SUPERSEDED SURVEY CONTROL
 KZ1036
 KZ1036  NGVD 29 (??/??/92)  338.455  (m)         1110.41   (f) ADJ UNCH    1 1
 KZ1036
 KZ1036.Superseded values are not recommended for survey control.
 KZ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1036.See file dsdata.txt to determine how the superseded data were derived.
 KZ1036
 KZ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF596341(NAD 83)
 KZ1036_MARKER: DZ = AZIMUTH MARK DISK
 KZ1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1036_STAMPING: EHRET 1959
 KZ1036_MARK LOGO: CGS   
 KZ1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1036+STABILITY: SURFACE MOTION
 KZ1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1036+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 KZ1036
 KZ1036  HISTORY     - Date     Condition        Report By
 KZ1036  HISTORY     - 1959     MONUMENTED       CGS
 KZ1036  HISTORY     - 1967     GOOD             CGS
 KZ1036  HISTORY     - 20040529 GOOD             USPSQD
 KZ1036  HISTORY     - 20050913 GOOD             USPSQD
 KZ1036  HISTORY     - 20050915 GOOD             USPSQD
 KZ1036
 KZ1036                          STATION DESCRIPTION
 KZ1036
 KZ1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1036'4.6 MI SE FROM PLYMOUTH.
 KZ1036'ABOUT 3.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ1036'THE WEST BROADWAY OVERPASS AT PLYMOUTH, THENCE 0.9 MILE EAST
 KZ1036'ALONG PRESTON ROAD, THENCE 0.4 MILE SOUTH ALONG STATE HIGHWAY 61,
 KZ1036'ABOUT 0.15 MILE NORTH OF THE INTERSECTION OF DINNINGER ROAD,
 KZ1036'33 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION FO THE HIGHWAY AND
 KZ1036'A DRIVEWAY LEADING WEST TO A LARGE TWO-STORIED HOUSE, 27 FEET WEST
 KZ1036'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH OF THE CENTER
 KZ1036'LINE OF A DRIVEWAY, 2 FEET SOUTHEAST OF A POWER LINE POLE, 2 FEET
 KZ1036'EAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 KZ1036'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 KZ1036'ABOVE THE LEVEL OF THE GROUND.
 KZ1036
 KZ1036                          STATION RECOVERY (2004)
 KZ1036
 KZ1036'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1036'WITNESS POST OKAY.DELETE THENCE 0.9 MILE EAST ALONG PRESTON
 KZ1036'ROAD,CORRECT 10 FEET TO 16 FEET SOUTH OF THE CENTER LINE OF THE DRIVE,
 KZ1036' 
 KZ1036
 KZ1036                          STATION RECOVERY (2005)
 KZ1036
 KZ1036'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1036'RECOVERED IN GOOD CONDITION.
 KZ1036
 KZ1036                          STATION RECOVERY (2005)
 KZ1036
 KZ1036'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1035 ***********************************************************************
 KZ1035  DESIGNATION -  EHRET RM 1
 KZ1035  PID         -  KZ1035
 KZ1035  STATE/COUNTY-  OH/RICHLAND
 KZ1035  USGS QUAD   -  SHELBY (1980)
 KZ1035
 KZ1035                         *CURRENT SURVEY CONTROL
 KZ1035  ___________________________________________________________________
 KZ1035* NAD 83(1986)-  40 57 01.     (N)    082 40 00.     (W)     SCALED    
 KZ1035* NAVD 88     -       342.492  (meters)    1123.66   (feet)  ADJUSTED  
 KZ1035  ___________________________________________________________________
 KZ1035  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KZ1035  DYNAMIC HT  -         342.331 (meters)    1123.13  (feet)  COMP
 KZ1035  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 KZ1035
 KZ1035  VERT ORDER  -  FIRST     CLASS I
 KZ1035
 KZ1035.The horizontal coordinates were scaled from a topographic map and have
 KZ1035.an estimated accuracy of +/- 6 seconds.
 KZ1035
 KZ1035.The orthometric height was determined by differential leveling
 KZ1035.and adjusted by the National Geodetic Survey in June 1991..
 KZ1035
 KZ1035.The geoid height was determined by GEOID03.
 KZ1035
 KZ1035.The dynamic height is computed by dividing the NAVD 88
 KZ1035.geopotential number by the normal gravity value computed on the
 KZ1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1035.degrees latitude (g = 980.6199 gals.).
 KZ1035
 KZ1035.The modeled gravity was interpolated from observed gravity values.
 KZ1035
 KZ1035;                    North         East    Units  Estimated Accuracy
 KZ1035;SPC OH N     -   142,550.      585,970.      MT  (+/- 180 meters Scaled)
 KZ1035
 KZ1035                          SUPERSEDED SURVEY CONTROL
 KZ1035
 KZ1035  NGVD 29 (??/??/92)  342.646  (m)         1124.16   (f) ADJ UNCH    1 1
 KZ1035
 KZ1035.Superseded values are not recommended for survey control.
 KZ1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1035.See file dsdata.txt to determine how the superseded data were derived.
 KZ1035
 KZ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF597345(NAD 83)
 KZ1035_MARKER: DR = REFERENCE MARK DISK
 KZ1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1035_STAMPING: EHRET NO 1 1959
 KZ1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1035+STABILITY: SURFACE MOTION
 KZ1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1035+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 KZ1035
 KZ1035  HISTORY     - Date     Condition        Report By
 KZ1035  HISTORY     - 1959     MONUMENTED       CGS
 KZ1035  HISTORY     - 1967     GOOD             NGS
 KZ1035  HISTORY     - 20050913 GOOD             USPSQD
 KZ1035
 KZ1035                          STATION DESCRIPTION
 KZ1035
 KZ1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1035'4.3 MI SE FROM PLYMOUTH.
 KZ1035'ABOUT 3.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ1035'THE WEST BROADWAY OVERPASS AT PLYMOUTH, THENCE 0.9 MILE EAST ALONG
 KZ1035'PRESTON ROAD, THENCE 0.1 MILE SOUTH ALONG STATE HIGHWAY 61, 87.2
 KZ1035'FEET EAST OF THE STATION MARK DESCRIBED, 174 FEET EAST OF THE
 KZ1035'CENTER LINE OF THE HIGHWAY, 27 FEET NORTHWEST OF THE SOUTHWEST
 KZ1035'CORNER OF A LARGE BARN, 6 FEET NORTH OF A 4 INCH LOCUST TREE,
 KZ1035'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KZ1035'POST FLUSH WITH THE GROUND.
 KZ1035
 KZ1035                          STATION RECOVERY (2005)
 KZ1035
 KZ1035'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1033 ***********************************************************************
 KZ1033  DESIGNATION -  EHRET RM 2
 KZ1033  PID         -  KZ1033
 KZ1033  STATE/COUNTY-  OH/RICHLAND
 KZ1033  USGS QUAD   -  SHELBY (1980)
 KZ1033
 KZ1033                         *CURRENT SURVEY CONTROL
 KZ1033  ___________________________________________________________________
 KZ1033* NAD 83(1986)-  40 57 01.     (N)    082 40 00.     (W)     SCALED    
 KZ1033* NAVD 88     -       341.834  (meters)    1121.50   (feet)  ADJUSTED  
 KZ1033  ___________________________________________________________________
 KZ1033  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KZ1033  DYNAMIC HT  -         341.673 (meters)    1120.97  (feet)  COMP
 KZ1033  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 KZ1033
 KZ1033  VERT ORDER  -  FIRST     CLASS I
 KZ1033
 KZ1033.The horizontal coordinates were scaled from a topographic map and have
 KZ1033.an estimated accuracy of +/- 6 seconds.
 KZ1033
 KZ1033.The orthometric height was determined by differential leveling
 KZ1033.and adjusted by the National Geodetic Survey in June 1991..
 KZ1033
 KZ1033.The geoid height was determined by GEOID03.
 KZ1033
 KZ1033.The dynamic height is computed by dividing the NAVD 88
 KZ1033.geopotential number by the normal gravity value computed on the
 KZ1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1033.degrees latitude (g = 980.6199 gals.).
 KZ1033
 KZ1033.The modeled gravity was interpolated from observed gravity values.
 KZ1033
 KZ1033;                    North         East    Units  Estimated Accuracy
 KZ1033;SPC OH N     -   142,550.      585,970.      MT  (+/- 180 meters Scaled)
 KZ1033
 KZ1033                          SUPERSEDED SURVEY CONTROL
 KZ1033
 KZ1033  NGVD 29 (??/??/92)  341.988  (m)         1122.01   (f) ADJ UNCH    1 1
 KZ1033
 KZ1033.Superseded values are not recommended for survey control.
 KZ1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1033.See file dsdata.txt to determine how the superseded data were derived.
 KZ1033
 KZ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF597345(NAD 83)
 KZ1033_MARKER: DR = REFERENCE MARK DISK
 KZ1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1033_STAMPING: EHRET NO 2 1959
 KZ1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1033+STABILITY: SURFACE MOTION
 KZ1033
 KZ1033  HISTORY     - Date     Condition        Report By
 KZ1033  HISTORY     - 1959     MONUMENTED       CGS
 KZ1033  HISTORY     - 1967     GOOD             NGS
 KZ1033
 KZ1033                          STATION DESCRIPTION
 KZ1033
 KZ1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1033'4.3 MI SE FROM PLYMOUTH.
 KZ1033'ABOUT 3.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 KZ1033'FROM THE WEST BROADWAY OVERPASS AT PLYMOUTH, THENCE 0.9 MILE EAST
 KZ1033'ALONG PRESTON ROAD, THENCE 0.1 MILE SOUTH ALONG STATE HIGHWAY 61,
 KZ1033'77.7 FEET NORTH OF THE STATION MARK DESCRIBED, 94 FEET EAST OF THE
 KZ1033'CENTER LINE OF THE HIGHWAY, 14 1/2 FEET NORTH OF THE CENTER LINE
 KZ1033'OF A DRIVEWAY, 73 FEET SOUTHWEST OF AND ACROSS THE DRIVEWAY FROM A
 KZ1033'WELL WITH A PUMP, ABOUT LEVEL WITH THE DRIVEWAY AND SET IN THE
 KZ1033'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1806 ***********************************************************************
 KZ1806  DESIGNATION -  EICHLER
 KZ1806  PID         -  KZ1806
 KZ1806  STATE/COUNTY-  OH/ASHLAND
 KZ1806  USGS QUAD   -  OLIVESBURG (1981)
 KZ1806
 KZ1806                         *CURRENT SURVEY CONTROL
 KZ1806  ___________________________________________________________________
 KZ1806* NAD 83(1995)-  40 54 59.38566(N)    082 24 50.16098(W)     ADJUSTED  
 KZ1806* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 KZ1806  ___________________________________________________________________
 KZ1806  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 KZ1806  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KZ1806
 KZ1806  HORZ ORDER  -  FIRST
 KZ1806
 KZ1806.The horizontal coordinates were established by classical geodetic methods
 KZ1806.and adjusted by the National Geodetic Survey in April 1998..
 KZ1806
 KZ1806.The orthometric height was scaled from a topographic map.
 KZ1806
 KZ1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1806
 KZ1806.The geoid height was determined by GEOID03.
 KZ1806
 KZ1806;                    North         East     Units Scale Factor Converg.
 KZ1806;SPC OH N     -   138,791.836   607,249.926   MT  0.99994261   +0 03 23.5
 KZ1806;UTM  17      - 4,530,449.725   380,934.326   MT  0.99977449   -0 55 34.2
 KZ1806
 KZ1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1806!SPC OH N     -   0.99994619  x   0.99994261  =   0.99988881
 KZ1806!UTM  17      -   0.99994619  x   0.99977449  =   0.99972070
 KZ1806
 KZ1806:                Primary Azimuth Mark                     Grid Az
 KZ1806:SPC OH N     -  EICHLER AZ MK                            126 14 09.9
 KZ1806:UTM  17      -  EICHLER AZ MK                            127 13 07.6
 KZ1806
 KZ1806|---------------------------------------------------------------------|
 KZ1806| PID    Reference Object                     Distance      Geod. Az  |
 KZ1806|                                                           dddmmss.s |
 KZ1806| CE6012 EICHLER AZ MK                                      1261733.4 |
 KZ1806| CE6013 EICHLER RM 1                         31.610 METERS 18216     |
 KZ1806| CE6014 EICHLER RM 2                         26.018 METERS 28552     |
 KZ1806|---------------------------------------------------------------------|
 KZ1806
 KZ1806                          SUPERSEDED SURVEY CONTROL
 KZ1806
 KZ1806  NAD 83(1986)-  40 54 59.39114(N)    082 24 50.17041(W) AD(       ) 1
 KZ1806  NAD 27      -  40 54 59.18961(N)    082 24 50.57274(W) AD(       ) 1
 KZ1806
 KZ1806.Superseded values are not recommended for survey control.
 KZ1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1806.See file dsdata.txt to determine how the superseded data were derived.
 KZ1806
 KZ1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF8093430450(NAD 83)
 KZ1806_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1806
 KZ1806  HISTORY     - Date     Condition        Report By
 KZ1806  HISTORY     - 1959     MONUMENTED       CGS
 KZ1806  HISTORY     - 1971     GOOD             OHHD
 KZ1806
 KZ1806                          STATION DESCRIPTION
 KZ1806
 KZ1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1806'THE STATION IS ABOUT 6 MILES NORTHWEST OF ASHLAND, 4-1/2 MILES
 KZ1806'SOUTHWEST OF SAVANNAH, 2 MILES
 KZ1806'NORTH OF OLIVESBURG, IN THE NORTHWEST CORNER OF SECTION 33, T 25 N, R
 KZ1806'17 W, ON PROPERTY OWNED MR. J.F.
 KZ1806'EICHLER.
 KZ1806'
 KZ1806'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 545 AND 96
 KZ1806'IN OLIVESBURG, GO NORTH ON
 KZ1806'HIGHWAY 545 FOR 1.9 MILES TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH
 KZ1806'MARK IN THE NORTHEAST ANGLE.
 KZ1806'CONTINUE NORTH FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT AND GO
 KZ1806'WEST ON TOWNSHIP ROAD 31 FOR 0.45 MILE TO
 KZ1806'THE STATION ON THE LEFT.
 KZ1806'
 KZ1806'STATION MARKS ARE STANDARD DISKS STAMPED EICHLER 1959.  THE SURFACE
 KZ1806'DISK IS SET IN A SQUARE
 KZ1806'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 56 FEET NORTH OF AN
 KZ1806'8-INCH MAPLE TREE, 41 FEET SOUTH OF
 KZ1806'THE CENTERLINE OF TOWNSHIP ROAD 31, 28 FEET SOUTHEAST OF A TELEPHONE
 KZ1806'POLE AND 16 FEET WEST OF THE CENTERLINE
 KZ1806'OF A FIELD ENTRANCE.  A STANDARD METAL
 KZ1806'WITNESS POST WAS SET 3 FEET SOUTHEAST OF THE MARK.  THE
 KZ1806'UNDERGROUND DISK IS SET IN AN
 KZ1806'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1806'
 KZ1806'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EICHLER NO 1 1959, IS
 KZ1806'SET IN A SQUARE CONCRETE
 KZ1806'POST WHICH PROJECTS 4 INCHES.  IT IS 144 FEET SOUTH OF THE CENTERLINE
 KZ1806'OF TOWNSHIP ROAD 31, 48 FEET SOUTH OF
 KZ1806'THE MAPLE TREE AND 20 FEET WEST OF THE CENTERLINE OF
 KZ1806'THE FIELD ENTRANCE ROAD.
 KZ1806'
 KZ1806'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EICHLER NO 2 1959, IS
 KZ1806'SET IN A SQUARE CONCRETE
 KZ1806'POST WHICH PROJECTS 3 INCHES.  IT IS 73 FEET NORTH OF A 12-INCH PEAR
 KZ1806'TREE, 65 FEET EAST OF THE TELEPHONE
 KZ1806'POLE AND 20 FEET SOUTH OF THE CENTERLINE OF TOWNSHIP ROAD
 KZ1806'31.
 KZ1806'
 KZ1806'AZIMUTH MARK, A STANDARD COAST AND GEODETIC SURVEY BENCH MARK DISK
 KZ1806'STAMPED J 255 1959, IS SET IN
 KZ1806'A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 50 FEET NORTH
 KZ1806'OF THE CENTERLINE OF THE GRAVEL
 KZ1806'SIDE ROAD, 27 FEET EAST OF THE CENTERLINE OF HIGHWAY 545
 KZ1806'AND 2 FEET SOUTH OF A TELEPHONE POLE.  A
 KZ1806'STANDARD METAL WITNESS POST WAS SET 1.7 FEET
 KZ1806'SOUTH OF THE MARK.
 KZ1806
 KZ1806                          STATION RECOVERY (1971)
 KZ1806
 KZ1806'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1806'EICHLER 1959 RECOVERED GOOD - HAS WITNESS.
 KZ1806'
 KZ1806'EICHLER NO. 1-1959 RECOVERED GOOD - NO WITNESS.
 KZ1806'
 KZ1806'EICHLER NO. 2-1959 RECOVERED GOOD - NO WITNESS.
 KZ1806'
 KZ1806'AZI. J.-255 RECOVERED GOOD - HAS WITNESS.
 KZ1806'
 KZ1806'DESCRIPTIONS ARE ACCURATE.
 KZ1806'
 KZ1806'TOWNSHIP ROAD 31 IS NOW TOWNSHIP ROAD 1008.
 KZ1806'
 KZ1806'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NW OF ASHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1425 ***********************************************************************
 MC1425  DESIGNATION -  EICKMEIER
 MC1425  PID         -  MC1425
 MC1425  STATE/COUNTY-  OH/HENRY
 MC1425  USGS QUAD   -  MC CLURE (1971)
 MC1425
 MC1425                         *CURRENT SURVEY CONTROL
 MC1425  ___________________________________________________________________
 MC1425* NAD 83(1995)-  41 17 53.33189(N)    083 57 15.87261(W)     ADJUSTED  
 MC1425* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 MC1425  ___________________________________________________________________
 MC1425  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 MC1425  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 MC1425
 MC1425  HORZ ORDER  -  THIRD
 MC1425
 MC1425.The horizontal coordinates were established by classical geodetic methods
 MC1425.and adjusted by the National Geodetic Survey in April 1998..
 MC1425
 MC1425.The orthometric height was scaled from a topographic map.
 MC1425
 MC1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1425
 MC1425.The geoid height was determined by GEOID03.
 MC1425
 MC1425;                    North         East     Units Scale Factor Converg.
 MC1425;SPC OH N     -   182,186.094   478,198.170   MT  0.99994721   -0 57 19.7
 MC1425;UTM  17      - 4,576,066.154   252,638.380   MT  1.00035310   -1 57 03.0
 MC1425;UTM  16      - 4,576,330.243   754,996.860   MT  1.00040032   +2 00 40.0
 MC1425
 MC1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1425!SPC OH N     -   0.99997265  x   0.99994721  =   0.99991986
 MC1425!UTM  17      -   0.99997265  x   1.00035310  =   1.00032574
 MC1425!UTM  16      -   0.99997265  x   1.00040032  =   1.00037296
 MC1425
 MC1425                          SUPERSEDED SURVEY CONTROL
 MC1425
 MC1425  NAD 83(1995)-  41 17 53.34040(N)    083 57 15.87735(W) AD(       ) 3
 MC1425  NAD 83(1986)-  41 17 53.34258(N)    083 57 15.88272(W) AD(       ) 3
 MC1425  NAD 27      -  41 17 53.15500(N)    083 57 16.08500(W) AD(       ) 3
 MC1425
 MC1425.Superseded values are not recommended for survey control.
 MC1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1425.See file dsdata.txt to determine how the superseded data were derived.
 MC1425
 MC1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5263876066(NAD 83)
 MC1425_MARKER: DS = TRIANGULATION STATION DISK
 MC1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1425_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1425+STABILITY: SURFACE MOTION
 MC1425
 MC1425  HISTORY     - Date     Condition        Report By
 MC1425  HISTORY     - 1947     MONUMENTED       CGS
 MC1425  HISTORY     - 1963     GOOD             CGS
 MC1425  HISTORY     - 1980     GOOD             LOCENG
 MC1425  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1425
 MC1425                          STATION DESCRIPTION
 MC1425
 MC1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1425'THE STATION IS 3/4 MILE WEST OF WESTHOPE IN SEC 21, RICHFIELD
 MC1425'TOWNSHIP, ON THE
 MC1425'ALVAH EICKMEIER FARM.  IT IS ALONG THE NORTH FENCE LINE, 8.0 M.
 MC1425'SOUTH OF THE CENTERLINE
 MC1425'OF THE EW SECTION ROAD, AND 134.3 M. EAST OF THE
 MC1425'CENTERLINE OF THE DRIVEWAY TO THE FARM
 MC1425'HOME.
 MC1425'
 MC1425'STATION IS 24.9 METERS W OF THE POINT OF INTERSECTION OF THE
 MC1425'CENTERLINE OF DRIVEWAY AND N EDGE OF EW ROAD AND
 MC1425'18.0 METERS E OF A TREE.  STATION IS 22.5 METERS (74 FEET) FROM THE
 MC1425'POINT OF INTERSECTION OF THE CENTERLINES OF
 MC1425'DRIVEWAY N AND EW ROAD, N 71 DEG 14 MIN E.
 MC1425'
 MC1425'A STANDARD DISK STAMPED EICKMEIR 1947 SET IN THE TOP OF A CONCRETE
 MC1425'MONUMENT ABOUT 10
 MC1425'INCHES IN DIAMETER THAT IS EMBEDDED SO THAT THE TOP
 MC1425'IS FLUSH WITH THE GROUND SURFACE.
 MC1425
 MC1425                          STATION RECOVERY (1963)
 MC1425
 MC1425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1425'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1425'EXCEPTIONS--THE DISK IS STAMPED EICKMIER 1947 (NOT EICKMEIR 1947),
 MC1425'THE STATION IS 26.9 METERS EAST OF A TREE AND THE CONCRETE MONUMENT
 MC1425'IS SURROUNDED BY A CONCRETE CAMERA TARGET 6 FEET IN DIAMETER.
 MC1425
 MC1425                          STATION RECOVERY (1980)
 MC1425
 MC1425'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1425'EICKMIER 1947 RECOVERED GOOD - CONC. TARGET IS 4 INCHES ABOVE
 MC1425'TABLET.
 MC1425'
 MC1425'59 FEET N.W. TO TREE.
 MC1425'
 MC1425'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI S. AND 3/4 MI W,
 MC1425'MCCLURE, OH.
 MC1425
 MC1425                          STATION RECOVERY (1984)
 MC1425
 MC1425'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1425'ELICKMIER COULD NOT FIND COULD BE UNDER MOUNDS OF DIRT.  FOUND AREA
 MC1425'BUT NO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1751 ***********************************************************************
 KZ1751  DESIGNATION -  EIGHT SQ SINCLAIR MICROWAVE
 KZ1751  PID         -  KZ1751
 KZ1751  STATE/COUNTY-  OH/WAYNE
 KZ1751  USGS QUAD   -  NEW PITTSBURG (1978)
 KZ1751
 KZ1751                         *CURRENT SURVEY CONTROL
 KZ1751  ___________________________________________________________________
 KZ1751* NAD 83(1995)-  40 51 27.26316(N)    082 02 54.03107(W)     ADJUSTED  
 KZ1751* NAVD 88     -                                                        
 KZ1751  ___________________________________________________________________
 KZ1751  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 KZ1751  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KZ1751
 KZ1751  HORZ ORDER  -  THIRD
 KZ1751
 KZ1751.The horizontal coordinates were established by classical geodetic methods
 KZ1751.and adjusted by the National Geodetic Survey in April 1998..
 KZ1751
 KZ1751
 KZ1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1751
 KZ1751.The geoid height was determined by GEOID03.
 KZ1751
 KZ1751;                    North         East     Units Scale Factor Converg.
 KZ1751;SPC OH N     -   132,343.735   638,079.782   MT  0.99994583   +0 17 48.2
 KZ1751;UTM  17      - 4,523,475.352   411,642.598   MT  0.99969609   -0 41 09.1
 KZ1751
 KZ1751                          SUPERSEDED SURVEY CONTROL
 KZ1751
 KZ1751  NAD 83(1986)-  40 51 27.26994(N)    082 02 54.03844(W) AD(       ) 4
 KZ1751  NAD 27      -  40 51 27.06305(N)    082 02 54.49672(W) AD(       ) 3
 KZ1751
 KZ1751.Superseded values are not recommended for survey control.
 KZ1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1751.See file dsdata.txt to determine how the superseded data were derived.
 KZ1751
 KZ1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF1164323475(NAD 83)
 KZ1751
 KZ1751  HISTORY     - Date     Condition        Report By
 KZ1751  HISTORY     - 1959     MONUMENTED       CGS
 KZ1751
 KZ1751                          STATION DESCRIPTION
 KZ1751
 KZ1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1751'THE STATION IS THE RED LIGHT AT THE TOP OF THE TOWER, ABOUT
 KZ1751'8 MILES NORTHWEST
 KZ1751'OF WOOSTER AND 1.2 MILES EAST OF EIGHT SQUARE, IN CHESTER TOWNSHIP,
 KZ1751'IN SECTION 22, T-20-N, R-14-W.
 KZ1751'
 KZ1751'THE TOWER IS A SLENDER STEEL STRUCTURE, SUPPORTED BY GUY
 KZ1751'WIRE, ABOUT 250
 KZ1751'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0676 ***********************************************************************
 JZ0676  DESIGNATION -  EIGHTH STREET VIA
 JZ0676  PID         -  JZ0676
 JZ0676  STATE/COUNTY-  OH/HAMILTON
 JZ0676  USGS QUAD   -  COVINGTON (1987)
 JZ0676
 JZ0676                         *CURRENT SURVEY CONTROL
 JZ0676  ___________________________________________________________________
 JZ0676* NAD 83(1995)-  39 06 17.11209(N)    084 32 42.99386(W)     ADJUSTED  
 JZ0676* NAVD 88     -       162.149  (meters)     531.98   (feet)  ADJUSTED  
 JZ0676  ___________________________________________________________________
 JZ0676  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 JZ0676  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0676  DYNAMIC HT  -         162.046 (meters)     531.65  (feet)  COMP
 JZ0676  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JZ0676
 JZ0676  HORZ ORDER  -  SECOND
 JZ0676  VERT ORDER  -  FIRST     CLASS II
 JZ0676
 JZ0676.The horizontal coordinates were established by classical geodetic methods
 JZ0676.and adjusted by the National Geodetic Survey in April 1998..
 JZ0676
 JZ0676.The orthometric height was determined by differential leveling
 JZ0676.and adjusted by the National Geodetic Survey in June 1991..
 JZ0676
 JZ0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0676
 JZ0676.The geoid height was determined by GEOID03.
 JZ0676
 JZ0676.The dynamic height is computed by dividing the NAVD 88
 JZ0676.geopotential number by the normal gravity value computed on the
 JZ0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0676.degrees latitude (g = 980.6199 gals.).
 JZ0676
 JZ0676.The modeled gravity was interpolated from observed gravity values.
 JZ0676
 JZ0676;                    North         East     Units Scale Factor Converg.
 JZ0676;SPC OH S     -   124,645.533   423,111.003   MT  0.99994775   -1 17 52.0
 JZ0676;SPC KY1Z     - 1,308,277.718 1,604,218.029   MT  1.00013511   +0 44 22.8
 JZ0676;SPC KY1Z     - 4,292,241.15  5,263,171.98   sFT  1.00013511   +0 44 22.8
 JZ0676;SPC KY N     -   178,171.897   474,458.488   MT  1.00002391   -0 11 01.3
 JZ0676;SPC KY N     -   584,552.30  1,556,619.22   sFT  1.00002391   -0 11 01.3
 JZ0676;UTM  16      - 4,331,270.166   712,258.482   MT  1.00015479   +1 32 55.9
 JZ0676
 JZ0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0676!SPC OH S     -   0.99997991  x   0.99994775  =   0.99992766
 JZ0676!SPC KY1Z     -   0.99997991  x   1.00013511  =   1.00011501
 JZ0676!SPC KY N     -   0.99997991  x   1.00002391  =   1.00000382
 JZ0676!UTM  16      -   0.99997991  x   1.00015479  =   1.00013469
 JZ0676
 JZ0676:                Primary Azimuth Mark                     Grid Az
 JZ0676:SPC OH S     -  CINCINNATI CHRIST HOSP DOME              059 49 32.7
 JZ0676:SPC KY1Z     -  CINCINNATI CHRIST HOSP DOME              057 47 17.9
 JZ0676:SPC KY N     -  CINCINNATI CHRIST HOSP DOME              058 42 42.0
 JZ0676:UTM  16      -  CINCINNATI CHRIST HOSP DOME              056 58 44.8
 JZ0676
 JZ0676|---------------------------------------------------------------------|
 JZ0676| PID    Reference Object                     Distance      Geod. Az  |
 JZ0676|                                                           dddmmss.s |
 JZ0676| JZ3224 CINCINNATI CHRIST HOSP DOME         APPROX. 3.5 KM 0583140.7 |
 JZ0676| CC8642 EIGHTH STREET VIA RM 1               11.478 METERS 09205     |
 JZ0676| JZ3219 LUDLOW KENTON CHILDREN HOME TK      APPROX. 2.2 KM 1681610.8 |
 JZ0676| JZ3211 LUDLOW ST BONIFACE CATH CH          APPROX. 1.6 KM 1964911.3 |
 JZ0676| JZ0677 EIGHTH STREET VIA AZ MK                            2742224.2 |
 JZ0676| CC8643 EIGHTH STREET VIA RM 2               11.262 METERS 30329     |
 JZ0676|---------------------------------------------------------------------|
 JZ0676
 JZ0676                          SUPERSEDED SURVEY CONTROL
 JZ0676
 JZ0676  NAD 83(1995)-  39 06 17.11810(N)    084 32 43.00105(W) AD(       ) 2
 JZ0676  NAD 83(1986)-  39 06 17.11597(N)    084 32 43.00448(W) AD(       ) 2
 JZ0676  NAD 27      -  39 06 16.89724(N)    084 32 43.20733(W) AD(       ) 2
 JZ0676  NGVD 29 (??/??/92)  162.322  (m)          532.55   (f) ADJ UNCH    1 2
 JZ0676
 JZ0676.Superseded values are not recommended for survey control.
 JZ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0676.See file dsdata.txt to determine how the superseded data were derived.
 JZ0676
 JZ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1225831270(NAD 83)
 JZ0676_MARKER: DS = TRIANGULATION STATION DISK
 JZ0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0676_SP_SET: WALK
 JZ0676_STAMPING: EIGHTH STREET VIA 1947
 JZ0676_MARK LOGO: CGS   
 JZ0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0676
 JZ0676  HISTORY     - Date     Condition        Report By
 JZ0676  HISTORY     - 1947     MONUMENTED       CGS
 JZ0676  HISTORY     - 1947     GOOD             CGS
 JZ0676  HISTORY     - 1959     GOOD             CGS
 JZ0676  HISTORY     - 1986     MARK NOT FOUND   NGS
 JZ0676  HISTORY     - 19950924 POOR             USPSQD
 JZ0676
 JZ0676                          STATION DESCRIPTION
 JZ0676
 JZ0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ0676'STATION IS LOCATED ON THE NORTH SIDE OF THE EIGHTH STREET VIADUCT
 JZ0676'JUST WEST OF MILL CREEK WHICH IT CROSSES AND JUST EAST OF A
 JZ0676'POINT WHERE A RAMP FOR TRAFFIC GOES DOWN THE NORTH SIDE OF THE
 JZ0676'VIADUCT AND 200 YARDS NORTH OF BARRIER DAM IN THE WEST CENTRAL
 JZ0676'SECTION OF CINCINNATI, 5.5 FEET EAST-SOUTHEAST OF CORNER OF CONCRETE
 JZ0676'RAILING, 3.5 FEET WEST-NORTHWEST OF LAMP POST, 3 FEET SOUTH
 JZ0676'OF CONCRETE RAILING AND 2.7 FEET NORTH OF THE NORTH CURB OF EIGHTH
 JZ0676'STREET AS IT PASSES OVER THE VIADUCT. THE MARK IS SET IN A DRILL
 JZ0676'HOLE IN THE CONCRETE SIDEWALK AND THE DISK IS STAMPED EIGHTH
 JZ0676'STREET VIA 1947.
 JZ0676'
 JZ0676'REFERENCE MARK NO. 1 IS 37.66 FEET EAST OF THE STATION, 5.2 FEET
 JZ0676'NORTH OF NORTH CURB AND 6 INCHES SOUTH OF CONCRETE RAILING. THE
 JZ0676'MARK IS A TACK IN LEAD SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK.
 JZ0676'
 JZ0676'REFERENCE MARK NO. 2 IS 36.95 FEET WEST-NORTHWEST OF THE STATION,
 JZ0676'12.5 FEET SOUTHEAST OF NORTHEAST CORNER OF CURB, 5.5 FEET
 JZ0676'SOUTHWEST OF CONCRETE RAILING AND 0.45 FEET NORTHEAST OF THE CURB.
 JZ0676'THE MARK IS A TACK IN LEAD SET IN A DRILL HOLE IN THE CONCRETE
 JZ0676'SIDEWALK.
 JZ0676'
 JZ0676'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION IN THE SOUTHWEST
 JZ0676'CURB OF STREET INTERSECTION FORMED BY EIGHTH STREET AND GLENWAY
 JZ0676'AVENUE, 14 FEET NORTHEAST OF THE NORTHWEST CORNER OF BUILDING AT 2315
 JZ0676'EIGHTH ST. AND 2.3 FEET NORTHEAST OF STEEL POST. THE MARK IS SET
 JZ0676'IN A DRILL HOLE IN THE CONCRETE CURB AND THE DISC IS STAMPED EIGHTH
 JZ0676'STREET VIA 1947.
 JZ0676'
 JZ0676'THE STATION MAY BE REACHED BY LOCAL DIRECTIONS WITHOUT DIFFICULTY OR
 JZ0676'BY CONTACTING THE CITY ENGINEERS OFFICE, CINCINNATI.
 JZ0676'
 JZ0676'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JZ0676
 JZ0676                          STATION RECOVERY (1947)
 JZ0676
 JZ0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ0676'AT CINCINNATI.
 JZ0676'AT CINCINNATI, ON THE EIGHTH STREET VIADUCT, IN THE NORTH WALK,
 JZ0676'2.8 FEET NORTH OF THE NORTH CURB OF EIGHTH STREET, 3.5 FEET
 JZ0676'NORTHWEST OF A CONCRETE LIGHT POST, 3.1 FEET SOUTH OF NORTH
 JZ0676'RAILING, 74 FEET EAST OF CENTER LINE OF RAMP LEADING WEST AND
 JZ0676'4.8 FEET EAST OF NORTHEAST CORNER OF AN 18 IN X 18 IN MANHOLE
 JZ0676'COVER IN NORTH WALK.  A DRILL IN WALK AND FLUSH WITH WALK.
 JZ0676
 JZ0676                          STATION RECOVERY (1959)
 JZ0676
 JZ0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LEW)
 JZ0676'STATION FOUND UNDISTURBED.
 JZ0676
 JZ0676                          STATION RECOVERY (1986)
 JZ0676
 JZ0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0676'MARK NOT FOUND.
 JZ0676
 JZ0676                          STATION RECOVERY (1995)
 JZ0676
 JZ0676'RECOVERY NOTE BY US POWER SQUADRON 1995
 JZ0676'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0677 ***********************************************************************
 JZ0677  DESIGNATION -  EIGHTH STREET VIA AZ MK
 JZ0677  PID         -  JZ0677
 JZ0677  STATE/COUNTY-  OH/HAMILTON
 JZ0677  USGS QUAD   -  COVINGTON (1987)
 JZ0677
 JZ0677                         *CURRENT SURVEY CONTROL
 JZ0677  ___________________________________________________________________
 JZ0677* NAD 83(1986)-  39 06 19.     (N)    084 33 14.     (W)     SCALED    
 JZ0677* NAVD 88     -       163.035  (meters)     534.89   (feet)  ADJUSTED  
 JZ0677  ___________________________________________________________________
 JZ0677  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JZ0677  DYNAMIC HT  -         162.932 (meters)     534.55  (feet)  COMP
 JZ0677  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 JZ0677
 JZ0677  VERT ORDER  -  FIRST     CLASS II
 JZ0677
 JZ0677.The horizontal coordinates were scaled from a topographic map and have
 JZ0677.an estimated accuracy of +/- 6 seconds.
 JZ0677
 JZ0677.The orthometric height was determined by differential leveling
 JZ0677.and adjusted by the National Geodetic Survey in June 1991..
 JZ0677
 JZ0677.The geoid height was determined by GEOID03.
 JZ0677
 JZ0677.The dynamic height is computed by dividing the NAVD 88
 JZ0677.geopotential number by the normal gravity value computed on the
 JZ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0677.degrees latitude (g = 980.6199 gals.).
 JZ0677
 JZ0677.The modeled gravity was interpolated from observed gravity values.
 JZ0677
 JZ0677;                    North         East    Units  Estimated Accuracy
 JZ0677;SPC OH S     -   124,720.      422,370.      MT  (+/- 180 meters Scaled)
 JZ0677
 JZ0677                          SUPERSEDED SURVEY CONTROL
 JZ0677
 JZ0677  NGVD 29 (??/??/92)  163.209  (m)          535.46   (f) ADJ UNCH    1 2
 JZ0677
 JZ0677.Superseded values are not recommended for survey control.
 JZ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0677.See file dsdata.txt to determine how the superseded data were derived.
 JZ0677
 JZ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ115313(NAD 83)
 JZ0677_MARKER: DZ = AZIMUTH MARK DISK
 JZ0677_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JZ0677_SP_SET: CURB
 JZ0677_STAMPING: EIGHTH STREET VIA 1947
 JZ0677_MARK LOGO: CGS   
 JZ0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0677
 JZ0677  HISTORY     - Date     Condition        Report By
 JZ0677  HISTORY     - 1947     MONUMENTED       CGS
 JZ0677  HISTORY     - 1986     POOR             NGS
 JZ0677  HISTORY     - 19950924 POOR             USPSQD
 JZ0677
 JZ0677                          STATION DESCRIPTION
 JZ0677
 JZ0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0677'AT CINCINNATI.
 JZ0677'AT CINCINNATI, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 JZ0677'EIGHTH STREET AND STATE AVENUE, 163.8 FEET WEST OF THE WEST
 JZ0677'CURB OF STATE AVENUE, 14 FEET NORTHEAST OF THE NORTHWEST CORNER
 JZ0677'OF BUILDING NO. 2315, 2 FEET SOUTH OF A STEEL POST, AND IN THE
 JZ0677'TOP OF THE CURB.
 JZ0677
 JZ0677                          STATION RECOVERY (1986)
 JZ0677
 JZ0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0677'RECOVERED IN POOR CONDITION.  NOTE--HALF OF THE DISK IS MISSING.
 JZ0677
 JZ0677                          STATION RECOVERY (1995)
 JZ0677
 JZ0677'RECOVERY NOTE BY US POWER SQUADRON 1995
 JZ0677'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3291 ***********************************************************************
 AE3291  DESIGNATION -  EILEEN
 AE3291  PID         -  AE3291
 AE3291  STATE/COUNTY-  OH/MONTGOMERY
 AE3291  USGS QUAD   -  WEST MILTON (1979)
 AE3291
 AE3291                         *CURRENT SURVEY CONTROL
 AE3291  ___________________________________________________________________
 AE3291* NAD 83(1995)-  39 54 38.43189(N)    084 15 08.70693(W)     ADJUSTED  
 AE3291* NAVD 88     -       297.9    (meters)     977.     (feet)  GPS OBS   
 AE3291  ___________________________________________________________________
 AE3291  X           -     490,643.595 (meters)                     COMP
 AE3291  Y           -  -4,874,650.063 (meters)                     COMP
 AE3291  Z           -   4,070,552.851 (meters)                     COMP
 AE3291  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AE3291  ELLIP HEIGHT-         264.81  (meters)          (10/07/05) GPS OBS
 AE3291  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AE3291
 AE3291  HORZ ORDER  -  FIRST
 AE3291  ELLP ORDER  -  FOURTH    CLASS I
 AE3291
 AE3291.The horizontal coordinates were established by GPS observations
 AE3291.and adjusted by the National Geodetic Survey in September 1997..
 AE3291
 AE3291.The orthometric height was determined by GPS observations and a
 AE3291.high-resolution geoid model.
 AE3291
 AE3291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3291
 AE3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3291
 AE3291.The ellipsoidal height was determined by GPS observations
 AE3291.and is referenced to NAD 83.
 AE3291
 AE3291.The geoid height was determined by GEOID03.
 AE3291
 AE3291;                    North         East     Units Scale Factor Converg.
 AE3291;SPC OH S     -   213,568.928   450,172.107   MT  0.99997804   -1 06 43.0
 AE3291;UTM  16      - 4,421,457.567   734,854.125   MT  1.00027908   +1 45 49.1
 AE3291
 AE3291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3291!SPC OH S     -   0.99995846  x   0.99997804  =   0.99993650
 AE3291!UTM  16      -   0.99995846  x   1.00027908  =   1.00023753
 AE3291
 AE3291|---------------------------------------------------------------------|
 AE3291| PID    Reference Object                     Distance      Geod. Az  |
 AE3291|                                                           dddmmss.s |
 AE3291| AE3279 EILEEN AZ MK                        285.585 METERS 09728     |
 AE3291|---------------------------------------------------------------------|
 AE3291
 AE3291                          SUPERSEDED SURVEY CONTROL
 AE3291
 AE3291  ELLIP H (09/11/97)  264.91   (m)                       GP(       ) 4 1
 AE3291
 AE3291.Superseded values are not recommended for survey control.
 AE3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3291.See file dsdata.txt to determine how the superseded data were derived.
 AE3291
 AE3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3485421458(NAD 83)
 AE3291_MARKER: DD = SURVEY DISK
 AE3291_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3291_STAMPING: EILEEN
 AE3291_MARK LOGO: CODDOP
 AE3291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3291+STABILITY: SURFACE MOTION
 AE3291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3291+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3291
 AE3291  HISTORY     - Date     Condition        Report By
 AE3291  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3291
 AE3291                          STATION DESCRIPTION
 AE3291
 AE3291'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3291'DESCRIBED BY WOOLPERT 1996 TO THE REACH STATION FROM INTERSECTION I-75
 AE3291'AND RT 40 IN MONTGOMERY COUNTY GO WEST ALONG RT 40 FOR 3.8 MI (6.1 KM)
 AE3291'TO DOGLEG PIKE GO NORTH ALONG DOGLEG PIKE FOR 1.9 MI (3.1 KM) TO OLD
 AE3291'SPRINGFIELD RD GO WEST ALONG OLD SPRINGFIELD RD FOR 0.3 MI (0.5 KM) TO
 AE3291'STATION ON THE LEFT. STATION IS A BRONZE DISK IN CONCRETE INSCRIBED
 AE3291'CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED EILEEN, AND IS FLUSH
 AE3291'WITH THE SURFACE OF THE GROUND. STATION IS LOCATED ACROSS THE ROAD
 AE3291'FROM HOUSE NO. 2177, 23.8 FT (7.3 M) SOUTH FROM THE CENTERLINE OF OLD
 AE3291'SPRINGFIELD RD, 94.3 FT (28.7 M) WEST FROM POWER POLE(NO.2178), AND
 AE3291'102.8 FT (31.3 M) EAST FROM POWER POLE(NO.2154).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3279 ***********************************************************************
 AE3279  DESIGNATION -  EILEEN AZ MK
 AE3279  PID         -  AE3279
 AE3279  STATE/COUNTY-  OH/MONTGOMERY
 AE3279  USGS QUAD   -  TIPP CITY (1992)
 AE3279
 AE3279                         *CURRENT SURVEY CONTROL
 AE3279  ___________________________________________________________________
 AE3279* NAD 83(1995)-  39 54 37.22887(N)    084 14 56.78493(W)     ADJUSTED  
 AE3279* NAVD 88     -       298.7    (meters)     980.     (feet)  GPS OBS   
 AE3279  ___________________________________________________________________
 AE3279  X           -     490,927.793 (meters)                     COMP
 AE3279  Y           -  -4,874,645.986 (meters)                     COMP
 AE3279  Z           -   4,070,524.896 (meters)                     COMP
 AE3279  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AE3279  ELLIP HEIGHT-         265.60  (meters)          (10/07/05) GPS OBS
 AE3279  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AE3279
 AE3279  HORZ ORDER  -  FIRST
 AE3279  ELLP ORDER  -  FOURTH    CLASS I
 AE3279
 AE3279.The horizontal coordinates were established by GPS observations
 AE3279.and adjusted by the National Geodetic Survey in September 1997..
 AE3279
 AE3279.The orthometric height was determined by GPS observations and a
 AE3279.high-resolution geoid model.
 AE3279
 AE3279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3279
 AE3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3279
 AE3279.The ellipsoidal height was determined by GPS observations
 AE3279.and is referenced to NAD 83.
 AE3279
 AE3279.The geoid height was determined by GEOID03.
 AE3279
 AE3279;                    North         East     Units Scale Factor Converg.
 AE3279;SPC OH S     -   213,526.342   450,454.493   MT  0.99997798   -1 06 35.4
 AE3279;UTM  16      - 4,421,429.193   735,138.377   MT  1.00028072   +1 45 56.7
 AE3279
 AE3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3279!SPC OH S     -   0.99995833  x   0.99997798  =   0.99993632
 AE3279!UTM  16      -   0.99995833  x   1.00028072  =   1.00023904
 AE3279
 AE3279|---------------------------------------------------------------------|
 AE3279| PID    Reference Object                     Distance      Geod. Az  |
 AE3279|                                                           dddmmss.s |
 AE3279| AE3291 EILEEN                              285.585 METERS 27728     |
 AE3279|---------------------------------------------------------------------|
 AE3279
 AE3279                          SUPERSEDED SURVEY CONTROL
 AE3279
 AE3279  ELLIP H (09/11/97)  265.70   (m)                       GP(       ) 4 1
 AE3279
 AE3279.Superseded values are not recommended for survey control.
 AE3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3279.See file dsdata.txt to determine how the superseded data were derived.
 AE3279
 AE3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3513821429(NAD 83)
 AE3279_MARKER: DD = SURVEY DISK
 AE3279_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3279_STAMPING: EILEEN AZ
 AE3279_MARK LOGO: CODDOP
 AE3279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3279+STABILITY: SURFACE MOTION
 AE3279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3279+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3279
 AE3279  HISTORY     - Date     Condition        Report By
 AE3279  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3279
 AE3279                          STATION DESCRIPTION
 AE3279
 AE3279'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3279'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3279'I-75 AND RT 40 IN MONTGOMERY COUNTY GO WEST ALONG RT 40 FOR 3.6 MI
 AE3279'(5.8 KM) TO DOGLEG PIKE GO NORTH ALONG DOGLEG PIKE FOR 1.9 MI (3.1 KM)
 AE3279'TO OLD SPRINGFIELD RD GO WEST ALONG OLD SPRINGFIELD RD FOR 0.1 MI (0.2
 AE3279'KM) TO THE STATION ON THE LEFT. STATION IS A BRONZE DISK IN CONCRETE
 AE3279'INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED EILEEN AZ,
 AE3279'AND IS FLUSH WITH THE SURFACE OF THE GROUND. STATION LOCATED ACROSS
 AE3279'THE ROAD FROM HOUSE NO. 2341, 23.0 FT (7.0 M) SOUTH FROM THE
 AE3279'CENTERLINE OF OLD SPRINGFIELD RD, 81.2 FT (24.7 M) WEST OF A POWER
 AE3279'POLE(NO.2360), AND 82.8 FT (25.2 M) SOUTHEAST OF A MAILBOX(NO.2341).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0174 ***********************************************************************
 MD0174  DESIGNATION -  EIS
 MD0174  PID         -  MD0174
 MD0174  STATE/COUNTY-  OH/HENRY
 MD0174  USGS QUAD   -  FLORIDA (1977)
 MD0174
 MD0174                         *CURRENT SURVEY CONTROL
 MD0174  ___________________________________________________________________
 MD0174* NAD 83(1995)-  41 16 03.56518(N)    084 11 02.93940(W)     ADJUSTED  
 MD0174* NAVD 88     -       215.803  (meters)     708.01   (feet)  POSTED    
 MD0174  ___________________________________________________________________
 MD0174  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 MD0174  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 MD0174  DYNAMIC HT  -         215.710 (meters)     707.71  (feet)  COMP
 MD0174  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 MD0174
 MD0174  HORZ ORDER  -  SECOND
 MD0174  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0174
 MD0174.The horizontal coordinates were established by classical geodetic methods
 MD0174.and adjusted by the National Geodetic Survey in April 1998..
 MD0174
 MD0174.The orthometric height was determined by differential leveling
 MD0174.and adjusted by the National Geodetic Survey in 1992..
 MD0174.No vertical observational check was made to the station.
 MD0174.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0174.was located on a no-check spur therefore a value was not computed.
 MD0174
 MD0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0174
 MD0174.The geoid height was determined by GEOID03.
 MD0174
 MD0174.The dynamic height is computed by dividing the NAVD 88
 MD0174.geopotential number by the normal gravity value computed on the
 MD0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0174.degrees latitude (g = 980.6199 gals.).
 MD0174
 MD0174.The modeled gravity was interpolated from observed gravity values.
 MD0174
 MD0174;                    North         East     Units Scale Factor Converg.
 MD0174;SPC OH N     -   179,146.811   458,895.005   MT  0.99994521   -1 06 23.0
 MD0174;UTM  16      - 4,572,294.780   735,869.219   MT  1.00028475   +1 51 29.3
 MD0174
 MD0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0174!SPC OH N     -   0.99997165  x   0.99994521  =   0.99991686
 MD0174!UTM  16      -   0.99997165  x   1.00028475  =   1.00025639
 MD0174
 MD0174|---------------------------------------------------------------------|
 MD0174| PID    Reference Object                     Distance      Geod. Az  |
 MD0174|                                                           dddmmss.s |
 MD0174| MD0173 EIS RM 1                             24.960 METERS 06302     |
 MD0174| MD1754 BELL TEL MICROWAVE NE HOLGATE       APPROX.11.2 KM 0805038.4 |
 MD0174| MD1763 BEND                                APPROX. 7.6 KM 1813059.8 |
 MD0174| MD0175 EIS RM 2                             31.928 METERS 19403     |
 MD0174| MD0172 EIS AZ MK                                          2701135.8 |
 MD0174| MD1772 DEFIANCE RADIO STA WONW S MAST      APPROX.17.9 KM 2734748.7 |
 MD0174| MD1774 DEFIANCE RADIO STA WONW N MAST      APPROX.17.9 KM 2742422.8 |
 MD0174| MD1770 DEFIANCE FIBER GLASS CO TANK        APPROX.13.5 KM 2865106.8 |
 MD0174|---------------------------------------------------------------------|
 MD0174
 MD0174                          SUPERSEDED SURVEY CONTROL
 MD0174
 MD0174  NAD 83(1995)-  41 16 03.57289(N)    084 11 02.95371(W) AD(       ) 2
 MD0174  NAD 83(1986)-  41 16 03.57370(N)    084 11 02.95387(W) AD(       ) 2
 MD0174  NAD 27      -  41 16 03.40310(N)    084 11 03.15510(W) AD(       ) 2
 MD0174  NGVD 29 (??/??/92)  215.998  (m)          708.65   (f) ADJ UNCH    2 0
 MD0174
 MD0174.Superseded values are not recommended for survey control.
 MD0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0174.See file dsdata.txt to determine how the superseded data were derived.
 MD0174
 MD0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL3586972295(NAD 83)
 MD0174_MARKER: DB = BENCH MARK DISK
 MD0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0174_STAMPING: EIS 1963
 MD0174_MARK LOGO: CGS   
 MD0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0174+STABILITY: SURFACE MOTION
 MD0174
 MD0174  HISTORY     - Date     Condition        Report By
 MD0174  HISTORY     - 1963     MONUMENTED       CGS
 MD0174  HISTORY     - 1963     GOOD             CGS
 MD0174  HISTORY     - 1980     POOR             LOCENG
 MD0174  HISTORY     - 1980     GOOD             NGS
 MD0174  HISTORY     - 1984     GOOD             USPSQD
 MD0174
 MD0174                          STATION DESCRIPTION
 MD0174
 MD0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD0174'THE STATION IS LOCATED ABOUT 8-1/2 MILES EAST OF DEFIANCE AND ABOUT 3
 MD0174'1/2 MILES NORTHWEST OF
 MD0174'HOLGATE IN THE NW 1/4 OF SEC. 33, T 4 N, R 6 E.  IT IS SET IN THE
 MD0174'CENTER OF AN 8 FOOT CONCRETE
 MD0174'CIRCLE THAT IS FLUSH WITH THE MONUMENT, 40 FEET SOUTHWEST OF THE
 MD0174'SOUTHWEST CORNER OF THE SOUTH GUARDRAIL
 MD0174'OF A BRIDGE, 28 FEET SOUTH OF THE CENTERLINE
 MD0174'OF COUNTY ROAD H AND IS 13 FEET WEST OF THE WEST BANK OF A
 MD0174'DITCH BANK.  THE MONUMENT IS
 MD0174'FLUSH AND THE DISK IS STAMPED EIS 1963.
 MD0174'
 MD0174'TO REACH THE STATION FROM THE POSTOFFICE IN DEFIANCE AT TRAFFIC
 MD0174'LIGHT, GO EAST ON STATE
 MD0174'HIGHWAY 281 FOR 8.75 MILES TO A CROSSROAD (COUNTY ROAD 17).  TURN
 MD0174'RIGHT AND GO SOUTH ON COUNTY ROAD
 MD0174'17 FOR 1.0 MILE TO A CROSSROAD (COUNTY ROAD H) AND THE AZIMUTH
 MD0174'MARK ON THE RIGHT.  TURN LEFT AND GO EAST
 MD0174'ON COUNTY ROAD H FOR 0.35 MILE TO THE
 MD0174'STATION ON THE RIGHT, JUST BEFORE CROSSING A BRIDGE.
 MD0174'
 MD0174'REFERENCE MARK 1 IS CEMENTED FLUSH IN A DRILLED HOLE IN THE NORTHEAST
 MD0174'CORNER OF THE NORTH
 MD0174'GUARDRAIL OF THE BRIDGE.  IT IS 10 FEET NORTH OF THE CENTERLINE OF
 MD0174'THE BRIDGE AND 4 FEET WEST OF
 MD0174'THE EAST END OF THE NORTH GUARDRAIL OF THE BRIDGE.  THE
 MD0174'DISK IS STAMPED EIS NO 1 1963.
 MD0174'
 MD0174'REFERENCE MARK 2 IS 133 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD
 MD0174'H, 4 FEET WEST OF THE WEST
 MD0174'EDGE OF THE DITCH BANK AND 21 FEET SOUTHEAST OF THE SOUTHEAST
 MD0174'CORNER OF A CORN CRIB WITH A
 MD0174'CONCRETE BASE.  THE MONUMENT PROJECTS 1 INCH AND THE
 MD0174'DISK IS STAMPED EIS NO 2 1963.
 MD0174'
 MD0174'THE AZIMUTH MARK IS CEMENTED FLUSH IN A DRILLED HOLE IN THE NORTHWEST
 MD0174'CORNER OF A SMALL BRIDGE
 MD0174'FLOOR.  IT IS 3 FEET EAST OF A WITNESS POST, 11 FEET NORTH OF THE
 MD0174'CENTERLINE OF THE BRIDGE AND COUNTY
 MD0174'ROAD H AND 6 INCHES SOUTH OF THE NORTH GUARDRAIL
 MD0174'OF THE BRIDGE.  THE DISK IS STAMPED EIS 1963.
 MD0174'
 MD0174'NOTE- THE STATION IS ON THE PROPERTY OF MR. CALVIN EIS.
 MD0174'
 MD0174'ELEVATION OF DISK 708.65 FEET.
 MD0174'
 MD0174'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD0174
 MD0174                          STATION RECOVERY (1963)
 MD0174
 MD0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0174'5.2 MI SE FROM FLORIDA.
 MD0174'FROM THE SOUTH END OF A STEEL BRIDGE OVER THE MAUMEE RIVER IN
 MD0174'FLORIDA, GO 3.9 MILES SOUTHEASTERLY ON COUNTY ROAD 18, AND THEN
 MD0174'1.35 MILES EAST ON COUNTY ROAD H TO BRIDGE ACROSS A DRAINAGE
 MD0174'DITCH.  MARK IS 40.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MD0174'THE SOUTH GUARDRAIL OF THE BRIDGE, 28.0 FEET EAST OF THE
 MD0174'CENTERLINE OF COUNTY ROAD H, AND 13.0 FEET WEST OF THE WEST
 MD0174'EDGE OF A DRAINAGE DITCH.  A STANDARD TRIANGULATION STATION
 MD0174'DISK STAMPED EIS 1963, SET IN A 12 INCH ROUND CONCRETE MONUMENT
 MD0174'THAT IS FLUSH WITH AN 8.0 FOOT CONCRETE CAMERA TARGET WHICH
 MD0174'SURROUNDS THE MARK.
 MD0174
 MD0174                          STATION RECOVERY (1980)
 MD0174
 MD0174'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RWW)
 MD0174'EIS 1963 CONC. CIRCLE CRACKED AND BREAKING UP.  MARK IS LOCATED
 MD0174'NEAR FIELD LINE AND DRIVE.  SUBJECT IS BEING TRAVELED OVER BY
 MD0174'FARM EQUIP.
 MD0174'
 MD0174'AZIMUTH MARK EIS 1963 HAS BEEN DESTROYED DUE TO BRIDGE
 MD0174'CONSTRUCTION.
 MD0174'
 MD0174'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI N. AND 2.75 MI.
 MD0174'WEST OF HOLGATE OHIO.
 MD0174
 MD0174                          STATION RECOVERY (1980)
 MD0174
 MD0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MD0174'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 MD0174'GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED WHEN THE BRIDGE WAS
 MD0174'TORN OUT.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 MD0174'CHECKED.  A NEW AZIMUTH MARK WAS SET.  THE DESCRIPTION IS GOOD WITH
 MD0174'THE BELOW DATA ON THE NEW AZIMUTH MARK.
 MD0174'
 MD0174'THE AZIMUTH MARK IS 2 FEET WEST OF A METAL WITNESS POST, 2 FEET EAST
 MD0174'OF A POWER POLE, 18 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD H AND
 MD0174'23 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 17.  THE MONUMENT
 MD0174'PROJECTS 6 INCHES AND THE DISK IS STAMPED---EIS NO 2 1963 1980---.
 MD0174
 MD0174                          STATION RECOVERY (1984)
 MD0174
 MD0174'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MD0174'EIS 1963 FOUND GOOD.
 MD0174'
 MD0174'NO WITNESS IN AREA.
 MD0174'
 MD0174'EIS NO. 1 1963 RECOVERED GOOD.
 MD0174'
 MD0174'EIS NO. 2 1963 RECOVERED GOOD.
 MD0174'
 MD0174'EIS AZ MK RECOVERED GOOD.
 MD0174'
 MD0174'W/P NEAR BY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0172 ***********************************************************************
 MD0172  DESIGNATION -  EIS AZ MK
 MD0172  PID         -  MD0172
 MD0172  STATE/COUNTY-  OH/HENRY
 MD0172  USGS QUAD   -  FLORIDA (1977)
 MD0172
 MD0172                         *CURRENT SURVEY CONTROL
 MD0172  ___________________________________________________________________
 MD0172* NAD 83(1986)-  41 16 04.     (N)    084 11 28.     (W)     SCALED    
 MD0172* NAVD 88     -       217.334  (meters)     713.04   (feet)  POSTED    
 MD0172  ___________________________________________________________________
 MD0172  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 MD0172  DYNAMIC HT  -         217.240 (meters)     712.73  (feet)  COMP
 MD0172  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 MD0172
 MD0172  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0172
 MD0172.The horizontal coordinates were scaled from a topographic map and have
 MD0172.an estimated accuracy of +/- 6 seconds.
 MD0172
 MD0172.The orthometric height was determined by differential leveling
 MD0172.and adjusted by the National Geodetic Survey in 1992..
 MD0172.No vertical observational check was made to the station.
 MD0172.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0172.was located on a no-check spur therefore a value was not computed.
 MD0172
 MD0172.The geoid height was determined by GEOID03.
 MD0172
 MD0172.The dynamic height is computed by dividing the NAVD 88
 MD0172.geopotential number by the normal gravity value computed on the
 MD0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0172.degrees latitude (g = 980.6199 gals.).
 MD0172
 MD0172.The modeled gravity was interpolated from observed gravity values.
 MD0172
 MD0172;                    North         East    Units  Estimated Accuracy
 MD0172;SPC OH N     -   179,170.      458,310.      MT  (+/- 180 meters Scaled)
 MD0172
 MD0172                          SUPERSEDED SURVEY CONTROL
 MD0172
 MD0172  NGVD 29 (??/??/92)  217.529  (m)          713.68   (f) ADJ UNCH    2 0
 MD0172
 MD0172.Superseded values are not recommended for survey control.
 MD0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0172.See file dsdata.txt to determine how the superseded data were derived.
 MD0172
 MD0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL352722(NAD 83)
 MD0172_MARKER: DZ = AZIMUTH MARK DISK
 MD0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0172_SP_SET: BRIDGE
 MD0172_STAMPING: EIS 1963
 MD0172_MARK LOGO: CGS   
 MD0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0172
 MD0172  HISTORY     - Date     Condition        Report By
 MD0172  HISTORY     - 1963     MONUMENTED       CGS
 MD0172
 MD0172                          STATION DESCRIPTION
 MD0172
 MD0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0172'4.9 MI SE FROM FLORIDA.
 MD0172'FROM THE SOUTH END OF A STEEL BRIDGE OVER THE MAUMEE RIVER IN
 MD0172'FLORIDA, GO 3.9 MILES SOUTHEASTERLY ON COUNTY ROAD 18, AND THEN
 MD0172'1.0 MILE EAST ON COUNTY ROAD H TO THE JUNCTION OF COUNTY ROAD 17.
 MD0172'IT IS 22.7 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 17, 11.0
 MD0172'FEET NORTH OF THE CENTERLINE OF THE BRIDGE AND COUNTY ROAD H,
 MD0172'4.0 FEET EAST OF AN IRON WITNESS POST AND 0.5 FEET SOUTH OF THE
 MD0172'NORTH GUARDRAIL OF THE BRIDGE.  THE AZIMUTH MARK IS A STANDARD
 MD0172'DISK STAMPED EIS 1963, SET IN A DRILLED HOLE IN THE NORTHWEST
 MD0172'CORNER OF A SMALL BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0173 ***********************************************************************
 MD0173  DESIGNATION -  EIS RM 1
 MD0173  PID         -  MD0173
 MD0173  STATE/COUNTY-  OH/HENRY
 MD0173  USGS QUAD   -  FLORIDA (1977)
 MD0173
 MD0173                         *CURRENT SURVEY CONTROL
 MD0173  ___________________________________________________________________
 MD0173* NAD 83(1986)-  41 16 04.     (N)    084 11 03.     (W)     SCALED    
 MD0173* NAVD 88     -       216.639  (meters)     710.76   (feet)  POSTED    
 MD0173  ___________________________________________________________________
 MD0173  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 MD0173  DYNAMIC HT  -         216.540 (meters)     710.43  (feet)  COMP
 MD0173  MODELED GRAV-     980,177.7   (mgal)                       NAVD 88
 MD0173
 MD0173  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0173
 MD0173.The horizontal coordinates were scaled from a topographic map and have
 MD0173.an estimated accuracy of +/- 6 seconds.
 MD0173
 MD0173.The orthometric height was determined by differential leveling
 MD0173.and adjusted by the National Geodetic Survey in 1992..
 MD0173.No vertical observational check was made to the station.
 MD0173.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0173.was located on a no-check spur therefore a value was not computed.
 MD0173
 MD0173.The geoid height was determined by GEOID03.
 MD0173
 MD0173.The dynamic height is computed by dividing the NAVD 88
 MD0173.geopotential number by the normal gravity value computed on the
 MD0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0173.degrees latitude (g = 980.6199 gals.).
 MD0173
 MD0173.The modeled gravity was interpolated from observed gravity values.
 MD0173
 MD0173;                    North         East    Units  Estimated Accuracy
 MD0173;SPC OH N     -   179,160.      458,890.      MT  (+/- 180 meters Scaled)
 MD0173
 MD0173                          SUPERSEDED SURVEY CONTROL
 MD0173
 MD0173  NGVD 29 (??/??/92)  216.834  (m)          711.40   (f) ADJ UNCH    2 0
 MD0173
 MD0173.Superseded values are not recommended for survey control.
 MD0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0173.See file dsdata.txt to determine how the superseded data were derived.
 MD0173
 MD0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL358723(NAD 83)
 MD0173_MARKER: DR = REFERENCE MARK DISK
 MD0173_SETTING: 0 = UNSPECIFIED SETTING
 MD0173_STAMPING: EIS NO 1 1963
 MD0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0173
 MD0173  HISTORY     - Date     Condition        Report By
 MD0173  HISTORY     - 1963     MONUMENTED       CGS
 MD0173
 MD0173                          STATION DESCRIPTION
 MD0173
 MD0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0173'5.2 MI SE FROM FLORIDA.
 MD0173'FROM THE SOUTH END OF A STEEL BRIDGE OVER THE MAUMEE RIVER IN
 MD0173'FLORIDA, GO 3.9 MILES SOUTHEASTERLY ON COUNTY ROAD 18, AND THEN
 MD0173'1.35 MILES EAST ON COUNTY ROAD H TO BRIDGE ACROSS A DRAINAGE
 MD0173'DITCH.  MARK IS 10.0 FEET NORTH OF THE CENTERLINE OF THE BRIDGE,
 MD0173'AND 4.0 FEET WEST OF THE EAST END OF THE NORTH GUARDRAIL OF THE
 MD0173'BRIDGE.  A STANDARD REFERENCE MARK DISK STAMPED EIS NO 1 1963 IS
 MD0173'CEMENTED FLUSH IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0175 ***********************************************************************
 MD0175  DESIGNATION -  EIS RM 2
 MD0175  PID         -  MD0175
 MD0175  STATE/COUNTY-  OH/HENRY
 MD0175  USGS QUAD   -  FLORIDA (1977)
 MD0175
 MD0175                         *CURRENT SURVEY CONTROL
 MD0175  ___________________________________________________________________
 MD0175* NAD 83(1986)-  41 16 04.     (N)    084 11 03.     (W)     SCALED    
 MD0175* NAVD 88     -       215.642  (meters)     707.49   (feet)  POSTED    
 MD0175  ___________________________________________________________________
 MD0175  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 MD0175  DYNAMIC HT  -         215.550 (meters)     707.18  (feet)  COMP
 MD0175  MODELED GRAV-     980,177.7   (mgal)                       NAVD 88
 MD0175
 MD0175  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0175
 MD0175.The horizontal coordinates were scaled from a topographic map and have
 MD0175.an estimated accuracy of +/- 6 seconds.
 MD0175
 MD0175.The orthometric height was determined by differential leveling
 MD0175.and adjusted by the National Geodetic Survey in 1992..
 MD0175.No vertical observational check was made to the station.
 MD0175.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0175.was located on a no-check spur therefore a value was not computed.
 MD0175
 MD0175.The geoid height was determined by GEOID03.
 MD0175
 MD0175.The dynamic height is computed by dividing the NAVD 88
 MD0175.geopotential number by the normal gravity value computed on the
 MD0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0175.degrees latitude (g = 980.6199 gals.).
 MD0175
 MD0175.The modeled gravity was interpolated from observed gravity values.
 MD0175
 MD0175;                    North         East    Units  Estimated Accuracy
 MD0175;SPC OH N     -   179,160.      458,890.      MT  (+/- 180 meters Scaled)
 MD0175
 MD0175                          SUPERSEDED SURVEY CONTROL
 MD0175
 MD0175  NGVD 29 (??/??/92)  215.838  (m)          708.13   (f) ADJ UNCH    2 0
 MD0175
 MD0175.Superseded values are not recommended for survey control.
 MD0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0175.See file dsdata.txt to determine how the superseded data were derived.
 MD0175
 MD0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL358723(NAD 83)
 MD0175_MARKER: DR = REFERENCE MARK DISK
 MD0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0175_STAMPING: EIS NO 2 1963
 MD0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0175+STABILITY: SURFACE MOTION
 MD0175
 MD0175  HISTORY     - Date     Condition        Report By
 MD0175  HISTORY     - 1963     MONUMENTED       CGS
 MD0175
 MD0175                          STATION DESCRIPTION
 MD0175
 MD0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0175'5.2 MI SE FROM FLORIDA.
 MD0175'FROM THE SOUTH END OF A STEEL BRIDGE OVER THE MAUMEE RIVER IN
 MD0175'FLORIDA, GO 3.9 MILES SOUTHEASTERLY ON COUNTY ROAD 18, AND THEN
 MD0175'1.35 MILES EAST ON COUNTY ROAD H TO BRIDGE ACROSS A DRAINAGE
 MD0175'DITCH.  MARK IS 133.0 FEET SOUTH OF THE CENTERLINE OF COUNTY
 MD0175'ROAD H.  104.8 FEET SOUTHWEST OF THE CENTER OF CAMERA TARGET EIS,
 MD0175'21.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF THE CEMENT BASE OF A
 MD0175'CORN CRIB, AND 4.0 FEET WEST OF THE WEST EDGE OF A DRAINAGE
 MD0175'DITCH.  A STANDARD REFERENCE MARK DISK FOR A TRIANGULATION
 MD0175'STATION STAMPED EIS NO 2 1963 SET IN A 12 INCH ROUND CONCRETE
 MD0175'MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2094 ***********************************************************************
 MB2094  DESIGNATION -  ELECTRIC
 MB2094  PID         -  MB2094
 MB2094  STATE/COUNTY-  OH/ASHTABULA
 MB2094  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2094
 MB2094                         *CURRENT SURVEY CONTROL
 MB2094  ___________________________________________________________________
 MB2094* NAD 83(1995)-  41 54 45.51219(N)    080 46 10.80381(W)     ADJUSTED  
 MB2094* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 MB2094  ___________________________________________________________________
 MB2094  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 MB2094  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 MB2094
 MB2094  HORZ ORDER  -  THIRD
 MB2094
 MB2094.The horizontal coordinates were established by classical geodetic methods
 MB2094.and adjusted by the National Geodetic Survey in April 1998..
 MB2094.No horizontal observational check was made to the station.
 MB2094
 MB2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2094
 MB2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2094
 MB2094.The geoid height was determined by GEOID03.
 MB2094
 MB2094;                    North         East     Units Scale Factor Converg.
 MB2094;SPC OH N     -   250,842.956   743,552.721   MT  1.00004794   +1 08 12.3
 MB2094;UTM  17      - 4,640,102.718   519,101.645   MT  0.99960449   +0 09 13.9
 MB2094
 MB2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2094!SPC OH N     -   0.99997801  x   1.00004794  =   1.00002595
 MB2094!UTM  17      -   0.99997801  x   0.99960449  =   0.99958251
 MB2094
 MB2094                          SUPERSEDED SURVEY CONTROL
 MB2094
 MB2094  NAD 83(1986)-  41 54 45.51541(N)    080 46 10.80586(W) AD(       ) 3
 MB2094  NAD 27      -  41 54 45.33002(N)    080 46 11.49371(W) AD(       ) 3
 MB2094  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 MB2094
 MB2094.Superseded values are not recommended for survey control.
 MB2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2094.See file dsdata.txt to determine how the superseded data were derived.
 MB2094
 MB2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1910240103(NAD 83)
 MB2094_MARKER: DD = SURVEY DISK
 MB2094_SETTING: 0 = UNSPECIFIED SETTING
 MB2094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2094
 MB2094  HISTORY     - Date     Condition        Report By
 MB2094  HISTORY     - 1974     MONUMENTED       USLS
 MB2094  HISTORY     - 19931028 MARK NOT FOUND   OHDT
 MB2094  HISTORY     - 19960707 MARK NOT FOUND   USPSQD
 MB2094
 MB2094                          STATION DESCRIPTION
 MB2094
 MB2094'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2094'THIRD ORDER, CLASS I, EODM TRAVERSE STATION - POSITIONED DIRECT
 MB2094'BY RANGE/AZIMUTH OBSERVATIONS FROM ASHTABULA LSC 1974
 MB2094'
 MB2094'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF EAST
 MB2094'ASHTABULA, ABOUT 2.0 MILES NORTH OF EDGEWOOD, ATOP THE RIP RAP
 MB2094'BREAKWALL OF THE CLEVELAND ELECTRIC ILLUMINATING COMPANY PLANT.
 MB2094'
 MB2094'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 11
 MB2094'AND STATE HIGHWAY 531, (LAKE ROAD) NEAR THE VICINITY OF EAST
 MB2094'ASHTABULA, PROCEED EAST ON HIGHWAY 531 FOR 0.8 MILES TO THE
 MB2094'CLEVELAND ELECTRIC ILLUMINATING PLANT ENTRANCE.  TURN LEFT, NORTH,
 MB2094'ONTO THE COMPANIES DRIVE.  OBTAIN PERMISSION TO ENTER THE PLANT
 MB2094'AREA AT THE GUARD HOUSE.  PROCEED EAST AGAIN ON HIGHWAY 531 FOR
 MB2094'0.1 MILES TO THE NEXT GATE AND DRIVE TO THE SHORE.  ON FOOT,
 MB2094'PROCEED OUT THE SECOND RIP RAP BREAKWALL FROM THE WEST FOR
 MB2094'APPROXIMATELY 450 FEET AND THE STATION.
 MB2094'
 MB2094'STATION MARK IS A STANDARD BLANK BRONZE DISC SET FLUSH ATOP ONE
 MB2094'OF THE BLOCKS WHICH MAKE UP THE WALL, STAMPED ELECTRIC LSC HYDRO
 MB2094'1975, AND IS LOCATED 3.54 FEET FROM THE SOUTHWEST CORNER, 3.48
 MB2094'FEET FROM THE NORTHWEST CORNER, 4.30 FEET FROM THE NORTHEAST
 MB2094'CORNER AND 4.13 FEET FROM THE SOUTHEAST CORNER OF THE BLOCK.
 MB2094'
 MB2094'NO REFERENCE MARKS WERE SET.  THE STATION AFFORDS GOOD
 MB2094'VISIBILITY SEAWARD AND TO THE EAST.  BUILDINGS OBSTRUCT
 MB2094'VISIBILITY TO THE WEST.
 MB2094
 MB2094                          STATION RECOVERY (1993)
 MB2094
 MB2094'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2094'MARK NOT FOUND.
 MB2094
 MB2094                          STATION RECOVERY (1996)
 MB2094
 MB2094'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1424 ***********************************************************************
 MC1424  DESIGNATION -  ELIZ
 MC1424  PID         -  MC1424
 MC1424  STATE/COUNTY-  OH/HENRY
 MC1424  USGS QUAD   -  MC CLURE (1971)
 MC1424
 MC1424                         *CURRENT SURVEY CONTROL
 MC1424  ___________________________________________________________________
 MC1424* NAD 83(1995)-  41 19 38.42226(N)    083 57 21.37632(W)     ADJUSTED  
 MC1424* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1424  ___________________________________________________________________
 MC1424  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 MC1424  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 MC1424
 MC1424  HORZ ORDER  -  THIRD
 MC1424
 MC1424.The horizontal coordinates were established by classical geodetic methods
 MC1424.and adjusted by the National Geodetic Survey in April 1998..
 MC1424
 MC1424.The orthometric height was scaled from a topographic map.
 MC1424
 MC1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1424
 MC1424.The geoid height was determined by GEOID03.
 MC1424
 MC1424;                    North         East     Units Scale Factor Converg.
 MC1424;SPC OH N     -   185,429.647   478,124.266   MT  0.99994938   -0 57 23.3
 MC1424;UTM  17      - 4,579,311.816   252,620.857   MT  1.00035320   -1 57 10.7
 MC1424;UTM  16      - 4,579,567.083   754,755.048   MT  1.00039879   +2 00 40.5
 MC1424
 MC1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1424!SPC OH N     -   0.99997296  x   0.99994938  =   0.99992234
 MC1424!UTM  17      -   0.99997296  x   1.00035320  =   1.00032615
 MC1424!UTM  16      -   0.99997296  x   1.00039879  =   1.00037174
 MC1424
 MC1424:                Primary Azimuth Mark                     Grid Az
 MC1424:SPC OH N     -  STONER                                   014 09 19.4
 MC1424:UTM  17      -  STONER                                   015 09 06.8
 MC1424:UTM  16      -  STONER                                   011 11 15.6
 MC1424
 MC1424|---------------------------------------------------------------------|
 MC1424| PID    Reference Object                     Distance      Geod. Az  |
 MC1424|                                                           dddmmss.s |
 MC1424| MC0626 STONER                              APPROX. 1.7 KM 0131156.1 |
 MC1424|---------------------------------------------------------------------|
 MC1424
 MC1424                          SUPERSEDED SURVEY CONTROL
 MC1424
 MC1424  NAD 83(1995)-  41 19 38.43053(N)    083 57 21.38085(W) AD(       ) 3
 MC1424  NAD 83(1986)-  41 19 38.43229(N)    083 57 21.38613(W) AD(       ) 3
 MC1424  NAD 27      -  41 19 38.24400(N)    083 57 21.58700(W) AD(       ) 3
 MC1424
 MC1424.Superseded values are not recommended for survey control.
 MC1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1424.See file dsdata.txt to determine how the superseded data were derived.
 MC1424
 MC1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5262179312(NAD 83)
 MC1424_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1424_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1424_STAMPING: ELIZ 1947
 MC1424_MARK LOGO: CGS   
 MC1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1424+STABILITY: SURFACE MOTION
 MC1424
 MC1424  HISTORY     - Date     Condition        Report By
 MC1424  HISTORY     - 1947     MONUMENTED       CGS
 MC1424  HISTORY     - 1963     GOOD             CGS
 MC1424  HISTORY     - 1980     GOOD             LOCENG
 MC1424
 MC1424                          STATION DESCRIPTION
 MC1424
 MC1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1424'THE STATION IS 2 MILES NORTH AND 3/4 MILE WEST OF WESTHOPE IN SEC. 4,
 MC1424'RICHFIELD
 MC1424'TOWNSHIP, AT THE SOUTHEAST FENCE CORNER OF THE ELIZ. SHIDLER
 MC1424'FARM.  IT IS LOCATED 0.9 M.
 MC1424'NORTH OF THE EW FENCE AND 0.9 M. WEST OF THE
 MC1424'NS FENCE.
 MC1424'
 MC1424'STATION IS 11.3 METERS FROM THE POINT OF INTERSECTION OF THE
 MC1424'CENTERLINE OF N FIELD ROAD AND THE CENTERLINE OF EW
 MC1424'ROAD, 10.4 METERS N OF THE CENTERLINE OF EW ROAD, AND 3.3 METERS W OF
 MC1424'THE CENTERLINE OF N FIELD ROAD.
 MC1424'
 MC1424'A STANDARD DISK STAMPED ELIZ 1947 AND EMBEDDED IN THE TOP OF A
 MC1424'CONCRETE MONUMENT
 MC1424'THAT IS ABOUT 10 INCHES IN DIAMETER.  THE MONUMENT IS
 MC1424'BURIED SO THAT THE TOP PROTRUDES 2
 MC1424'INCHES ABOVE THE GROUND SURFACE.
 MC1424
 MC1424                          STATION RECOVERY (1963)
 MC1424
 MC1424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1424'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1424'EXCEPTIONS--THE STATION IS 8.5 METERS NORTH OF THE CENTERLINE OF THE
 MC1424'EAST-WEST ROAD, 9.7 METERS NORTHWEST OF THE CENTER OF A FIELD ROAD
 MC1424'AND THE NORTH EDGE OF THE EAST-WEST ROAD, 1.1 METERS WEST OF A
 MC1424'CORNER POST, ALL THE FENCES ARE GONE AND THE CONCRETE MONUMENT IS
 MC1424'SURROUNDED BY A CONCRETE CAMERA TARGET 8 FEET IN DIAMETER.
 MC1424
 MC1424                          STATION RECOVERY (1980)
 MC1424
 MC1424'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1424'ELIZ 1947 RECOVERED GOOD - CONC TARGET BROKEN UP.
 MC1424'
 MC1424'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI. S. AND 0.75 MI W,
 MC1424'MCCLURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2027 ***********************************************************************
 MB2027  DESIGNATION -  ELL 18A
 MB2027  PID         -  MB2027
 MB2027  STATE/COUNTY-  OH/MAHONING
 MB2027  USGS QUAD   -  CANFIELD (1979)
 MB2027
 MB2027                         *CURRENT SURVEY CONTROL
 MB2027  ___________________________________________________________________
 MB2027* NAD 83(1995)-  41 03 42.97950(N)    080 50 37.47771(W)     ADJUSTED  
 MB2027* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 MB2027  ___________________________________________________________________
 MB2027  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 MB2027  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB2027
 MB2027  HORZ ORDER  -  THIRD
 MB2027
 MB2027.The horizontal coordinates were established by classical geodetic methods
 MB2027.and adjusted by the National Geodetic Survey in April 1998..
 MB2027
 MB2027.The orthometric height was scaled from a topographic map.
 MB2027
 MB2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2027
 MB2027.The geoid height was determined by GEOID03.
 MB2027
 MB2027;                    North         East     Units Scale Factor Converg.
 MB2027;SPC OH N     -   156,261.050   739,202.050   MT  0.99993915   +1 05 17.1
 MB2027;UTM  17      - 4,545,644.648   513,129.077   MT  0.99960212   +0 06 09.5
 MB2027
 MB2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2027!SPC OH N     -   0.99995467  x   0.99993915  =   0.99989382
 MB2027!UTM  17      -   0.99995467  x   0.99960212  =   0.99955681
 MB2027
 MB2027:                Primary Azimuth Mark                     Grid Az
 MB2027:SPC OH N     -  SANATORIUM                               083 16 25.8
 MB2027:UTM  17      -  SANATORIUM                               084 15 33.4
 MB2027
 MB2027|---------------------------------------------------------------------|
 MB2027| PID    Reference Object                     Distance      Geod. Az  |
 MB2027|                                                           dddmmss.s |
 MB2027| MB0721 SANATORIUM                          APPROX. 8.1 KM 0842142.9 |
 MB2027|---------------------------------------------------------------------|
 MB2027
 MB2027                          SUPERSEDED SURVEY CONTROL
 MB2027
 MB2027  NAD 83(1986)-  41 03 42.98469(N)    080 50 37.48123(W) AD(       ) 3
 MB2027  NAD 27      -  41 03 42.77800(N)    080 50 38.18800(W) AD(       ) 3
 MB2027
 MB2027.Superseded values are not recommended for survey control.
 MB2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2027.See file dsdata.txt to determine how the superseded data were derived.
 MB2027
 MB2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1312945645(NAD 83)
 MB2027_MARKER: Z = SEE DESCRIPTION
 MB2027_SETTING: 0 = UNSPECIFIED SETTING
 MB2027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2027
 MB2027  HISTORY     - Date     Condition        Report By
 MB2027  HISTORY     - 1950     MONUMENTED       OH-099
 MB2027  HISTORY     - 20060612 MARK NOT FOUND   GEOCAC
 MB2027
 MB2027                          STATION DESCRIPTION
 MB2027
 MB2027'DESCRIBED BY MAHONING COUNTY OHIO 1950
 MB2027'STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF THE VILLAGE OF
 MB2027'CANFIELD, AND ABOUT 3
 MB2027'MILES SOUTHWEST OF STATE ROUTE NO 18 BRIDGE SPANNING MEANDER
 MB2027'RESERVOIR.  IT IS ON THE
 MB2027'CENTERLINE OF GIBSON ROAD 104.39 FEET EAST OF THE WEST MARGIN
 MB2027'OF GAULT ROAD.  STATION MARK IS
 MB2027'A STANDARD MAHONING COUNTY ALUMINUM DISK SET
 MB2027'IN THE TOP OF A PRECAST CONCRETE MONUMENT, WHICH
 MB2027'IS SET IN A CAST IRON WELL
 MB2027'AND COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.
 MB2027'STATION MARK IS
 MB2027'ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND IS STAMPED
 MB2027'ELL 18A.
 MB2027'THE PEAK OF THE SANATORIUM WATER TANK WAS USED AS AN
 MB2027'AZIMUTH.  IT IS NORTHEAST
 MB2027'FROM THE STATION MARK AND DISTANT ABOUT 5 MILES.
 MB2027
 MB2027                          STATION RECOVERY (2006)
 MB2027
 MB2027'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2027'MEASUREMENTS FALL UNDER THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0743 ***********************************************************************
 MB0743  DESIGNATION -  ELL 24
 MB0743  PID         -  MB0743
 MB0743  STATE/COUNTY-  OH/MAHONING
 MB0743  USGS QUAD   -  CANFIELD (1979)
 MB0743
 MB0743                         *CURRENT SURVEY CONTROL
 MB0743  ___________________________________________________________________
 MB0743* NAD 83(1986)-  41 00 44.     (N)    080 49 08.     (W)     SCALED    
 MB0743* NAVD 88     -       330.792  (meters)    1085.27   (feet)  ADJUSTED  
 MB0743  ___________________________________________________________________
 MB0743  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB0743  DYNAMIC HT  -         330.638 (meters)    1084.77  (feet)  COMP
 MB0743  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 MB0743
 MB0743  VERT ORDER  -  SECOND    CLASS 0
 MB0743
 MB0743.The horizontal coordinates were scaled from a topographic map and have
 MB0743.an estimated accuracy of +/- 6 seconds.
 MB0743
 MB0743.The orthometric height was determined by differential leveling
 MB0743.and adjusted by the National Geodetic Survey in June 1991..
 MB0743
 MB0743.The geoid height was determined by GEOID03.
 MB0743
 MB0743.The dynamic height is computed by dividing the NAVD 88
 MB0743.geopotential number by the normal gravity value computed on the
 MB0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0743.degrees latitude (g = 980.6199 gals.).
 MB0743
 MB0743.The modeled gravity was interpolated from observed gravity values.
 MB0743
 MB0743;                    North         East    Units  Estimated Accuracy
 MB0743;SPC OH N     -   150,780.      741,400.      MT  (+/- 180 meters Scaled)
 MB0743
 MB0743                          SUPERSEDED SURVEY CONTROL
 MB0743
 MB0743  NGVD 29 (??/??/92)  330.956  (m)         1085.81   (f) ADJ UNCH    2 0
 MB0743
 MB0743.Superseded values are not recommended for survey control.
 MB0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0743.See file dsdata.txt to determine how the superseded data were derived.
 MB0743
 MB0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF152401(NAD 83)
 MB0743_MARKER: DD = SURVEY DISK
 MB0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0743_STAMPING: ELL 24
 MB0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0743+STABILITY: SURFACE MOTION
 MB0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0743+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 MB0743
 MB0743  HISTORY     - Date     Condition        Report By
 MB0743  HISTORY     - UNK      MONUMENTED       OH-099
 MB0743  HISTORY     - 1950     GOOD             NGS
 MB0743  HISTORY     - 19960822 GOOD             USPSQD
 MB0743  HISTORY     - 20051126 GOOD             GEOCAC
 MB0743
 MB0743                          STATION DESCRIPTION
 MB0743
 MB0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0743'2.8 MI SE FROM ELLSWORTH.
 MB0743'ABOUT 2.0 MILES EAST ALONG U.S. 224 FROM THE POST OFFICE AT
 MB0743'ELLSWORTH, THENCE ABOUT 0.85 MILE SOUTH ALONG KNAUF ROAD, AT THE
 MB0743'INTERSECTION OF THE CENTERLINE OF BERLIN STATION-ELLSWORTH LAKE
 MB0743'ROAD AND THE CENTERLINE OF KNAUF ROAD.  A MAHONING COUNTY DISK
 MB0743'SET IN THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST
 MB0743'IRON WELL AND COVERED WITH A CAST IRON COVER STAMPED WITH A
 MB0743'LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE
 MB0743'HIGHWAY.
 MB0743
 MB0743                          STATION RECOVERY (1996)
 MB0743
 MB0743'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0743'RECOVERED IN GOOD CONDITION.
 MB0743
 MB0743                          STATION RECOVERY (2005)
 MB0743
 MB0743'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 MB0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1116 ***********************************************************************
 KY1116  DESIGNATION -  ELL 8
 KY1116  PID         -  KY1116
 KY1116  STATE/COUNTY-  OH/MAHONING
 KY1116  USGS QUAD   -  DAMASCUS (1994)
 KY1116
 KY1116                         *CURRENT SURVEY CONTROL
 KY1116  ___________________________________________________________________
 KY1116* NAD 83(1986)-  40 59 16.     (N)    080 52 36.     (W)     SCALED    
 KY1116* NAVD 88     -       348.300  (meters)    1142.71   (feet)  ADJUSTED  
 KY1116  ___________________________________________________________________
 KY1116  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY1116  DYNAMIC HT  -         348.138 (meters)    1142.18  (feet)  COMP
 KY1116  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 KY1116
 KY1116  VERT ORDER  -  SECOND    CLASS 0
 KY1116
 KY1116.The horizontal coordinates were scaled from a topographic map and have
 KY1116.an estimated accuracy of +/- 6 seconds.
 KY1116
 KY1116.The orthometric height was determined by differential leveling
 KY1116.and adjusted by the National Geodetic Survey in June 1991..
 KY1116
 KY1116.The geoid height was determined by GEOID03.
 KY1116
 KY1116.The dynamic height is computed by dividing the NAVD 88
 KY1116.geopotential number by the normal gravity value computed on the
 KY1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1116.degrees latitude (g = 980.6199 gals.).
 KY1116
 KY1116.The modeled gravity was interpolated from observed gravity values.
 KY1116
 KY1116;                    North         East    Units  Estimated Accuracy
 KY1116;SPC OH N     -   147,980.      736,590.      MT  (+/- 180 meters Scaled)
 KY1116
 KY1116                          SUPERSEDED SURVEY CONTROL
 KY1116
 KY1116  NGVD 29 (??/??/92)  348.461  (m)         1143.24   (f) ADJ UNCH    2 0
 KY1116
 KY1116.Superseded values are not recommended for survey control.
 KY1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1116.See file dsdata.txt to determine how the superseded data were derived.
 KY1116
 KY1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF103374(NAD 83)
 KY1116_MARKER: DD = SURVEY DISK
 KY1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1116_STAMPING: ELL 8
 KY1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1116+STABILITY: SURFACE MOTION
 KY1116
 KY1116  HISTORY     - Date     Condition        Report By
 KY1116  HISTORY     - UNK      MONUMENTED       OH-099
 KY1116  HISTORY     - 1950     GOOD             NGS
 KY1116
 KY1116                          STATION DESCRIPTION
 KY1116
 KY1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1116'7.6 MI NE FROM NORTH BENTON.
 KY1116'ABOUT 0.5 MILE NORTHEAST ALONG HELSEL ROAD FROM THE POST OFFICE
 KY1116'AT NORTH BENTON, THENCE ABOUT 7.1 EAST ALONG WESTERN RESERVE
 KY1116'ROAD, AT THE JUNCTION OF THE CENTERLINE OF WESTERN RESERVE
 KY1116'ROAD AND THE CENTERLINE OF HUXLEY ROAD.  A MAHONING COUNTY DISK
 KY1116'SET IN THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A
 KY1116'CAST IRON WELL AND COVERED WITH A CAST IRON COVER STAMPED
 KY1116'WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF
 KY1116'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2714 ***********************************************************************
 MB2714  DESIGNATION -  ELLET
 MB2714  PID         -  MB2714
 MB2714  STATE/COUNTY-  OH/SUMMIT
 MB2714  USGS QUAD   -  AKRON EAST (1964)
 MB2714
 MB2714                         *CURRENT SURVEY CONTROL
 MB2714  ___________________________________________________________________
 MB2714* NAD 83(1995)-  41 03 11.29038(N)    081 26 04.41931(W)     ADJUSTED  
 MB2714* NAVD 88     -       355.1    (meters)    1165.     (feet)  VERTCON   
 MB2714  ___________________________________________________________________
 MB2714  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MB2714  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MB2714
 MB2714  HORZ ORDER  -  FIRST
 MB2714
 MB2714.The horizontal coordinates were established by classical geodetic methods
 MB2714.and adjusted by the National Geodetic Survey in April 1998..
 MB2714
 MB2714.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2714
 MB2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2714
 MB2714.The geoid height was determined by GEOID03.
 MB2714
 MB2714;                    North         East     Units Scale Factor Converg.
 MB2714;SPC OH N     -   154,508.801   689,561.209   MT  0.99993917   +0 41 59.8
 MB2714;UTM  17      - 4,544,746.666   463,482.079   MT  0.99961641   -0 17 07.5
 MB2714
 MB2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2714!SPC OH N     -   0.99994953  x   0.99993917  =   0.99988871
 MB2714!UTM  17      -   0.99994953  x   0.99961641  =   0.99956596
 MB2714
 MB2714:                Primary Azimuth Mark                     Grid Az
 MB2714:SPC OH N     -  AKRON GENERAL TIRE CO TANK               064 17 18.3
 MB2714:UTM  17      -  AKRON GENERAL TIRE CO TANK               065 16 25.6
 MB2714
 MB2714|---------------------------------------------------------------------|
 MB2714| PID    Reference Object                     Distance      Geod. Az  |
 MB2714|                                                           dddmmss.s |
 MB2714| MB2708 AKRON GENERAL TIRE CO TANK          APPROX. 1.6 KM 0645918.1 |
 MB2714| MB1211 ELLET A                             105.295 METERS 24201     |
 MB2714|---------------------------------------------------------------------|
 MB2714
 MB2714                          SUPERSEDED SURVEY CONTROL
 MB2714
 MB2714  NAD 83(1986)-  41 03 11.29694(N)    081 26 04.42280(W) AD(       ) 1
 MB2714  NAD 27      -  41 03 11.09189(N)    081 26 05.01053(W) AD(       ) 1
 MB2714  NGVD 29 (07/19/86)  355.3    (m)         1166.     (f) VERT ANG       
 MB2714
 MB2714.Superseded values are not recommended for survey control.
 MB2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2714.See file dsdata.txt to determine how the superseded data were derived.
 MB2714
 MB2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6348244747(NAD 83)
 MB2714_MARKER: Z = SEE DESCRIPTION
 MB2714_SETTING: 0 = UNSPECIFIED SETTING
 MB2714_STAMPING: ELLET
 MB2714_MARK LOGO: OH0070
 MB2714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2714
 MB2714  HISTORY     - Date     Condition        Report By
 MB2714  HISTORY     - 1963     MONUMENTED       OH0070
 MB2714
 MB2714                          STATION DESCRIPTION
 MB2714
 MB2714'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB2714'THE STATION IS ABOUT 4-1/2 MILES EAST-SOUTHEAST OF DOWNTOWN AKRON AND
 MB2714'NEAR THE SOUTH EDGE OF THE
 MB2714'HIGHEST PART OF THE ROOF OF THE ELLET HIGH SCHOOL AT 309 WOOLF
 MB2714'AVENUE.  IT IS 20 FEET WEST OF THE
 MB2714'EAST COPING OF THE ROOF AND 8 FEET NORTH OF THE SOUTH COPING.
 MB2714'THE MARK IS A CITY OF AKRON DISK STAMPED
 MB2714'ELLET SET IN THE TOP OF A 6 INCH CONCRETE
 MB2714'MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF.
 MB2714'
 MB2714'ELLET (ACS) A IS ABOUT 300 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 MB2714'CORNER OF THE ELLET HIGH
 MB2714'SCHOOL AND IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF WOOLF AVENUE
 MB2714'AND BERNE STREET.  IT IS 9.1 FEET
 MB2714'SOUTH OF THE CENTERLINE OF BERNE STREET, 17.7 FEET WEST OF
 MB2714'THE CENTERLINE OF WOOLF AVENUE AND 19.4 FEET
 MB2714'WEST-SOUTHWEST OF A SEWER MANHOLE COVER IN
 MB2714'THE CENTER OF THE INTERSECTION.  THE MARK IS A CITY OF AKRON
 MB2714'DISK STAMPED ELLET A SET IN THE
 MB2714'TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE
 MB2714'OF A 3 FOOT SQUARE OF CONCRETE AND
 MB2714'COVERED WITH A 9 INCH IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1211 ***********************************************************************
 MB1211  DESIGNATION -  ELLET A
 MB1211  PID         -  MB1211
 MB1211  STATE/COUNTY-  OH/SUMMIT
 MB1211  USGS QUAD   -  AKRON EAST (1964)
 MB1211
 MB1211                         *CURRENT SURVEY CONTROL
 MB1211  ___________________________________________________________________
 MB1211* NAD 83(1995)-  41 03 09.68885(N)    081 26 08.40115(W)     ADJUSTED  
 MB1211* NAVD 88     -       339.775  (meters)    1114.75   (feet)  ADJUSTED  
 MB1211  ___________________________________________________________________
 MB1211  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MB1211  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MB1211  DYNAMIC HT  -         339.624 (meters)    1114.25  (feet)  COMP
 MB1211  MODELED GRAV-     980,169.3   (mgal)                       NAVD 88
 MB1211
 MB1211  HORZ ORDER  -  SECOND
 MB1211  VERT ORDER  -  FIRST     CLASS II
 MB1211
 MB1211.The horizontal coordinates were established by classical geodetic methods
 MB1211.and adjusted by the National Geodetic Survey in April 1998..
 MB1211
 MB1211.The orthometric height was determined by differential leveling
 MB1211.and adjusted by the National Geodetic Survey in June 1991..
 MB1211
 MB1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1211
 MB1211.The geoid height was determined by GEOID03.
 MB1211
 MB1211.The dynamic height is computed by dividing the NAVD 88
 MB1211.geopotential number by the normal gravity value computed on the
 MB1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1211.degrees latitude (g = 980.6199 gals.).
 MB1211
 MB1211.The modeled gravity was interpolated from observed gravity values.
 MB1211
 MB1211;                    North         East     Units Scale Factor Converg.
 MB1211;SPC OH N     -   154,458.268   689,468.841   MT  0.99993917   +0 41 57.2
 MB1211;UTM  17      - 4,544,697.744   463,388.885   MT  0.99961650   -0 17 10.1
 MB1211
 MB1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1211!SPC OH N     -   0.99995194  x   0.99993917  =   0.99989111
 MB1211!UTM  17      -   0.99995194  x   0.99961650  =   0.99956846
 MB1211
 MB1211                          SUPERSEDED SURVEY CONTROL
 MB1211
 MB1211  NAD 83(1986)-  41 03 09.69541(N)    081 26 08.40464(W) AD(       ) 2
 MB1211  NAD 27      -  41 03 09.49044(N)    081 26 08.99225(W) AD(       ) 2
 MB1211  NGVD 29 (??/??/92)  339.968  (m)         1115.38   (f) ADJ UNCH    1 2
 MB1211
 MB1211.Superseded values are not recommended for survey control.
 MB1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1211.See file dsdata.txt to determine how the superseded data were derived.
 MB1211
 MB1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6338944698(NAD 83)
 MB1211_MARKER: DD = SURVEY DISK
 MB1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1211_STAMPING: ELLET A
 MB1211_MARK LOGO: OH0070
 MB1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1211+STABILITY: SURFACE MOTION
 MB1211
 MB1211  HISTORY     - Date     Condition        Report By
 MB1211  HISTORY     - 1963     MONUMENTED       OH0070
 MB1211  HISTORY     - 1964     GOOD             CGS
 MB1211  HISTORY     - 1967     GOOD             CGS
 MB1211  HISTORY     - 20060222 MARK NOT FOUND   GEOCAC
 MB1211
 MB1211                          STATION DESCRIPTION
 MB1211
 MB1211'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1211'SEE STATION ELLET (ACS)
 MB1211
 MB1211                          STATION RECOVERY (1964)
 MB1211
 MB1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1211'AT AKRON.
 MB1211'AT AKRON, ABOUT 0.2 MILE EAST ALONG WOOLF AVENUE FROM THE
 MB1211'INTERSECTION OF STATE HIGHWAY 91, AT THE INTERSECTION OF WOOLF
 MB1211'AVENUE AND BERNE STREET, 274 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 MB1211'CORNER OF ELLET HIGH SCHOOL.  19.4 FEET WEST-SOUTHWEST OF A
 MB1211'MANHOLE WHICH IS IN THE CENTER OF THE INTERSECTION, 17.7 FEET
 MB1211'WEST OF THE CENTER LINE OF WOOLF AVENUE, 9.0 FEET SOUTH OF THE
 MB1211'CENTER LINE OF BERNE STREET, AND SET IN THE TOP OF A CONCRETE
 MB1211'POST ABOUT 4 INCHES BELOW THE LEVEL OF THE STREET ACCESS TO WHICH
 MB1211'IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
 MB1211
 MB1211                          STATION RECOVERY (1967)
 MB1211
 MB1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MB1211'RECOVERED IN GOOD CONDITION.
 MB1211
 MB1211                          STATION RECOVERY (2006)
 MB1211
 MB1211'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1488 ***********************************************************************
 JY1488  DESIGNATION -  ELLISON
 JY1488  PID         -  JY1488
 JY1488  STATE/COUNTY-  OH/CLINTON
 JY1488  USGS QUAD   -  PORT WILLIAM (1981)
 JY1488
 JY1488                         *CURRENT SURVEY CONTROL
 JY1488  ___________________________________________________________________
 JY1488* NAD 83(1995)-  39 31 43.53065(N)    083 51 10.49990(W)     ADJUSTED  
 JY1488* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 JY1488  ___________________________________________________________________
 JY1488  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 JY1488  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JY1488
 JY1488  HORZ ORDER  -  FIRST
 JY1488
 JY1488.The horizontal coordinates were established by classical geodetic methods
 JY1488.and adjusted by the National Geodetic Survey in April 1998..
 JY1488
 JY1488.The orthometric height was scaled from a topographic map.
 JY1488
 JY1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1488
 JY1488.The geoid height was determined by GEOID03.
 JY1488
 JY1488;                    North         East     Units Scale Factor Converg.
 JY1488;SPC OH S     -   170,584.315   483,690.424   MT  0.99993907   -0 51 30.4
 JY1488;UTM  17      - 4,379,343.437   254,790.715   MT  1.00034035   -1 49 00.1
 JY1488
 JY1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1488!SPC OH S     -   0.99995592  x   0.99993907  =   0.99989500
 JY1488!UTM  17      -   0.99995592  x   1.00034035  =   1.00029626
 JY1488
 JY1488:                Primary Azimuth Mark                     Grid Az
 JY1488:SPC OH S     -  JAMESTOWN MUNICIPAL TANK                 035 48 44.0
 JY1488:UTM  17      -  JAMESTOWN MUNICIPAL TANK                 036 46 13.7
 JY1488
 JY1488|---------------------------------------------------------------------|
 JY1488| PID    Reference Object                     Distance      Geod. Az  |
 JY1488|                                                           dddmmss.s |
 JY1488| JY1482 JAMESTOWN MUNICIPAL TANK            APPROX.17.4 KM 0345713.6 |
 JY1488| CE6015 ELLISON AZ MK                                      0874900.4 |
 JY1488| CE6016 ELLISON RM 1                         53.390 METERS 14139     |
 JY1488| JY1472 WILMINGTON HWY PATROL RAD TWR       APPROX. 9.8 KM 1584213.9 |
 JY1488| JY1470 WILMINGTON MUN STANDPIPE            APPROX. 9.4 KM 1625616.4 |
 JY1488| CE6017 ELLISON RM 2                         55.379 METERS 22847     |
 JY1488| CE6018 ELLISON RM 3                                       22858     |
 JY1488| CE6019 ELLISON RM 4                                       26748     |
 JY1488| JY1491 XENIA CHILDRENS HOME STACK          APPROX.16.7 KM 3400120.3 |
 JY1488| JY1490 XENIA CHILDRENS HOME TANK           APPROX.16.5 KM 3402207.7 |
 JY1488|---------------------------------------------------------------------|
 JY1488
 JY1488                          SUPERSEDED SURVEY CONTROL
 JY1488
 JY1488  NAD 83(1986)-  39 31 43.53577(N)    083 51 10.51083(W) AD(       ) 1
 JY1488  NAD 27      -  39 31 43.31500(N)    083 51 10.77300(W) AD(       ) 1
 JY1488
 JY1488.Superseded values are not recommended for survey control.
 JY1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1488.See file dsdata.txt to determine how the superseded data were derived.
 JY1488
 JY1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5479179343(NAD 83)
 JY1488_MARKER: DS = TRIANGULATION STATION DISK
 JY1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1488_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JY1488
 JY1488  HISTORY     - Date     Condition        Report By
 JY1488  HISTORY     - 1938     MONUMENTED       CGS
 JY1488  HISTORY     - 1961     GOOD             CGS
 JY1488  HISTORY     - 1963     GOOD             CGS
 JY1488
 JY1488                          STATION DESCRIPTION
 JY1488
 JY1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JY1488'STATION IS LOCATED ABOUT 6.1 MILES N OF WILMINGTON BY ROAD, 0.4 MILE
 JY1488'SW OF THE MT. PLEASANT SCHOOLHOUSE, 0.3 MILE W OF U.S. 68, ON
 JY1488'THE HIGHEST POINT IN THE PASTURE OWNED BY MR. J.A. ELLISON, 0.3 MILE
 JY1488'W OF HIS HOUSE, MARK IS 131 FT N OF THE E-W FENCE LINE
 JY1488'AND IS SET 12 INCHES BELOW THE SURFACE.
 JY1488'
 JY1488'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JY1488'IN CONCRETE.
 JY1488'
 JY1488'REFERENCE MARK NO. 1 IS 175.10 FEET (53.370 METERS) SE OF THE
 JY1488'STATION, SET 1 FOOT N OF THE E-W FENCE LINE, AND PROJECTS 8 INCHES.
 JY1488'REFERENCE MARK NO. 2 IS 181.69 FEET (55.379 METERS) SW OF THE
 JY1488'STATION, SET 1 FOOT N OF THE E-W FENCE LINE, AND PROJECTS 6 INCHES.
 JY1488'
 JY1488'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE E OF THE STATION, MARK IS A
 JY1488'STANDARD BRONZE DISK CEMENTED IN THE TOP OF A 10- BY 10- INCH
 JY1488'CONCRETE FENCE CORNER POST SET IN THE NE CORNER OF MR. ELLISONS
 JY1488'FARMYARD, 31.5 FEET W OF THE CENTER LINE OF 68, 1 FOOT SW OF D.P.
 JY1488'AND L, POLE NO. 92085, 32 FEET ENE OF THE NE CORNER OF FARM WELL,
 JY1488'POST PROJECTS 5 FEET.
 JY1488'
 JY1488'TO REACH THE STATION FROM THE CENTER OF WILMINGTON, GO N ON 68 FOR
 JY1488'6.1 MILES TO MR. ELLISONS FARM ON THE W SIDE OF THE HIGHWAY, ENTER
 JY1488'GATE INTO FARMYARD AND PASS THROUGH ANOTHER GATE IN THE N FENCE OF
 JY1488'THE YARD, PASS AROUND THE BARN, CROSS THE WOODEN BRIDGE INTO THE
 JY1488'PASTURE, CONTINUE UP THE HILL TO THE SUMMIT OF KNOLL AND THE STATION.
 JY1488'
 JY1488'A 100-FOOT SIGNAL AT FOUST IS VISIBLE AT 50 FEET HERE.
 JY1488'
 JY1488'A 100-FOOT SIGNAL AT TAYLOR IS VISIBLE AT 100 FEET HERE.
 JY1488'
 JY1488'A 100-FOOT SIGNAL AT GEARY IS VISIBLE AT 77 FEET HERE.
 JY1488'
 JY1488'A 100-FOOT SIGNAL AT WILLIAMS IS VISIBLE AT 77 FEET HERE.
 JY1488'
 JY1488'A 100-FOOT SIGNAL AT HAINES IS VISIBLE AT 90 FEET HERE.
 JY1488'
 JY1488'A 100-FOOT SIGNAL AT TEMPLE IS VISIBLE AT 50 FEET HERE.
 JY1488'
 JY1488'HEIGHT OF LIGHT ABOVE STATION MARK -30 METERS.
 JY1488
 JY1488                          STATION RECOVERY (1961)
 JY1488
 JY1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 JY1488'RECOVERED ALL MARKS IN GOOD CONDITION EXCEPT FOR POSSIBLE SLIGHT
 JY1488'DISTURBANCE OF THE REFERENCE MARKS BY FARMING MACHINERY AND AS
 JY1488'ORIGINALLY DESCRIBED EXCEPT FOR REMOVED FENCES AND THE FACT THAT THE
 JY1488'LAND IS NOW OWNED BY MR. F.L. HUGHES, ROUTE 3, WILMINGTON,
 JY1488'OHIO, INSTEAD OF MR. J.A. ELLISON.
 JY1488'
 JY1488'UPON THE PRESENT (19 OCTOBER 1961) RECOVERY, WITNESS POSTS WERE SET
 JY1488'ON E AND W SIDES OF THE UNDERGROUND STATION MARK AND ABOUT 2 FEET
 JY1488'THEREFROM.  IT WAS AGREED WITH MR. HUGHES THAT HE WOULD NOT DISTURB
 JY1488'THE SAID WITNESS POSTS BEARING WITNESS-POST SIGNS, AND THAT HE
 JY1488'WOULD AFTER CROP HARVEST, MOVE THE TWO REFERENCE MARKS TO THE FENCE
 JY1488'LINE AWAITING RETURN OF SOMEONE FROM THE COAST SURVEY IN THE SPRING
 JY1488'1962 TO RESET AND MEASURE TO THESE MARKS.
 JY1488
 JY1488                          STATION RECOVERY (1963)
 JY1488
 JY1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 JY1488'ALL MARKS RECOVERED IN GOOD CONDITION IN NOVEMBER 1962, THE REFERENCE
 JY1488'MARKS WERE REMOVED DURING THE WINTER AND RESET IN MAY 1963.
 JY1488'
 JY1488'ABOUT 0.55 MILE N ALONG SOUTH STREET FROM NW CORNER OF THE COURTHOUSE
 JY1488'SQUARE, THENCE WESTERLY AND NORTHERLY ALONG XENIA AVENUE
 JY1488'AND NO. 68 U.S. HWY. 5.3 MILES TO
 JY1488'TWO-STORY BRICK HOME OF F.L. HUGHES ON THE LEFT, THENCE 0.3 MILE W
 JY1488'THRU BARNYARD AND FIELDS TO TOP OF CULTIVATED HILL AND THE STATION,
 JY1488'ABOUT 5 YARDS S OF THE HIGHEST POINT OF HILL, A FOOT UNDERGROUND,
 JY1488'WITH DISK STAMPED ELLISON 1938.
 JY1488'
 JY1488'REFERENCE MARK NO. 3 IS 158-1/2 FEET S OF 3-FOOT OAK TREE, 0.7 FOOT E
 JY1488'OF PROPERTY-LINE FENCE, AND 0.8 FOOT SE OF STEEL WITNESS POST,
 JY1488'PROJECTS 0.5 FOOT ABOVE GROUND.
 JY1488'
 JY1488'REFERENCE MARK NO. 4 IS 83 FEET S OF 15-INCH BLACK WALNUT TREE, 0.7
 JY1488'FOOT E OF SAID FENCE, AND 0.8 FOOT SE OF STEEL WITNESS POST,
 JY1488'PROJECTS 0.5 FOOT ABOVE GROUND.
 JY1488'
 JY1488'AZIMUTH MARK IS STANDARD DISK IN TOP OF CONCRETE FENCE POST,
 JY1488'ESTIMATED 125 YARDS N OF CREST OF HWY. GRADES, 37 YARDS N OF
 JY1488'BARNLOT DRIVEWAY, AND 30 FEET W OF HWY. CENTER L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2030 ***********************************************************************
 MB2030  DESIGNATION -  ELLSWORTH
 MB2030  PID         -  MB2030
 MB2030  STATE/COUNTY-  OH/MAHONING
 MB2030  USGS QUAD   -  LAKE MILTON (1979)
 MB2030
 MB2030                         *CURRENT SURVEY CONTROL
 MB2030  ___________________________________________________________________
 MB2030* NAD 83(1995)-  41 02 26.29820(N)    080 54 21.70647(W)     ADJUSTED  
 MB2030* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 MB2030  ___________________________________________________________________
 MB2030  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 MB2030  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB2030
 MB2030  HORZ ORDER  -  THIRD
 MB2030
 MB2030.The horizontal coordinates were established by classical geodetic methods
 MB2030.and adjusted by the National Geodetic Survey in April 1998..
 MB2030
 MB2030.The orthometric height was scaled from a topographic map.
 MB2030
 MB2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2030
 MB2030.The geoid height was determined by GEOID03.
 MB2030
 MB2030;                    North         East     Units Scale Factor Converg.
 MB2030;SPC OH N     -   153,798.535   734,010.990   MT  0.99993925   +1 02 49.8
 MB2030;UTM  17      - 4,543,272.577   507,898.201   MT  0.99960077   +0 03 42.1
 MB2030
 MB2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2030!SPC OH N     -   0.99994870  x   0.99993925  =   0.99988795
 MB2030!UTM  17      -   0.99994870  x   0.99960077  =   0.99954949
 MB2030
 MB2030|---------------------------------------------------------------------|
 MB2030| PID    Reference Object                     Distance      Geod. Az  |
 MB2030|                                                           dddmmss.s |
 MB2030| CX4441 ELLSWORTH RM 1                       28.357 METERS 01447     |
 MB2030| CX4442 ELLSWORTH RM 2                       24.587 METERS 11732     |
 MB2030| CX4440 ELLSWORTH AZ MK                                    2085333.9 |
 MB2030|---------------------------------------------------------------------|
 MB2030
 MB2030                          SUPERSEDED SURVEY CONTROL
 MB2030
 MB2030  NAD 83(1986)-  41 02 26.30296(N)    080 54 21.70928(W) AD(       ) 3
 MB2030  NAD 27      -  41 02 26.09500(N)    080 54 22.39200(W) AD(       ) 3
 MB2030
 MB2030.Superseded values are not recommended for survey control.
 MB2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2030.See file dsdata.txt to determine how the superseded data were derived.
 MB2030
 MB2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0789843273(NAD 83)
 MB2030_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2030+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 MB2030
 MB2030  HISTORY     - Date     Condition        Report By
 MB2030  HISTORY     - 1950     MONUMENTED       CGS
 MB2030  HISTORY     - 20060319 GOOD             GEOCAC
 MB2030
 MB2030                          STATION DESCRIPTION
 MB2030
 MB2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2030'THE STATION IS LOCATED ABOUT 7 MILES WEST OF CANFIELD, 2 MILES
 MB2030'NORTHEAST OF BERLIN CENTER, 1
 MB2030'MILE WEST OF ELLSWORTH STATION, ON THE WEST SIDE OF THE DUCK
 MB2030'CREEK-GOSHEN CENTER ROAD AND IN
 MB2030'A SMALL PASTURE JUST SOUTH OF THE RESIDENCE OF MR. C. J. ZIMMERMAN.
 MB2030'IT IS 46 FEET WEST OF THE CENTERLINE OF
 MB2030'THE ROAD, 42.5 FEET SOUTHWEST OF A TELEPHONE POLE.
 MB2030'26 FEET WEST OF A NORTH-SOUTH FENCELINE AND 25 FEET
 MB2030'WEST OF A WITNESS POST.  THE MARK IS
 MB2030'STAMPED ELLSWORTH 1950.
 MB2030'
 MB2030'REFERENCE MARK NO. 1 IS 21 FEET WEST OF THE CENTERLINE OF THE ROAD,
 MB2030'16 FEET EAST OF AN APPLE TREE
 MB2030'AND 1 FOOT WEST OF A NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 2
 MB2030'INCHES AND IS STAMPED ELLSWORTH NO
 MB2030'1 1950.
 MB2030'
 MB2030'REFERENCE MARK NO. 2 IS 25 FEET EAST OF THE CENTERLINE OF THE ROAD
 MB2030'AND ON THE WEST EDGE OF A
 MB2030'CULTIVATED FIELD.  IT PROJECTS 4 INCHES AND IS STAMPED ELLSWORTH NO 2
 MB2030'1950
 MB2030'
 MB2030'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 MB2030'PROJECTING 4 INCHES ABOVE THE
 MB2030'SURFACE, 35 FEET EAST OF A FENCE CORNER POST, 28.5 FEET SOUTH OF THE
 MB2030'CENTERLINE OF U.S. HIGHWAY
 MB2030'NO 224, 4 FEET EAST OF A WITNESS POST AND 3 FEET NORTH OF AN
 MB2030'EAST-WEST FENCELINE.  THE MARK IS STAMPED
 MB2030'ELLSWORTH 1950.
 MB2030'
 MB2030'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO 224 AND
 MB2030'NO 62 IN CANFIELD, GO WEST ON HIGHWAY
 MB2030'NO 224 FOR 7.7MILES TO DUCK CREEK-GOSHEN CENTER ROAD, TURN
 MB2030'RIGHT FOR 1.3 MILES TO THE STATION
 MB2030'MARK ON THE LEFT.  TO REACH THE AZIMUTH MARK FORM THIS
 MB2030'INTERSECTION (MILEAGE 7.7 WEST OF CANFIELD) KEEP
 MB2030'STRAIGHT AHEAD FOR 0.55 MILE TO THE MARK
 MB2030'ON THE LEFT AS DESCRIBED.
 MB2030
 MB2030                          STATION RECOVERY (2006)
 MB2030
 MB2030'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA1952 ***********************************************************************
 LA1952  DESIGNATION -  ELM
 LA1952  PID         -  LA1952
 LA1952  STATE/COUNTY-  OH/ALLEN
 LA1952  USGS QUAD   -  CRIDERSVILLE (1983)
 LA1952
 LA1952                         *CURRENT SURVEY CONTROL
 LA1952  ___________________________________________________________________
 LA1952* NAD 83(1995)-  40 44 13.10086(N)    084 08 59.83458(W)     ADJUSTED  
 LA1952* NAVD 88     -       263.861  (meters)     865.68   (feet)  ADJUSTED  
 LA1952  ___________________________________________________________________
 LA1952  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 LA1952  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 LA1952  DYNAMIC HT  -         263.732 (meters)     865.26  (feet)  COMP
 LA1952  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 LA1952
 LA1952  HORZ ORDER  -  FIRST
 LA1952  VERT ORDER  -  FIRST     CLASS II
 LA1952
 LA1952.The horizontal coordinates were established by classical geodetic methods
 LA1952.and adjusted by the National Geodetic Survey in April 1998..
 LA1952
 LA1952.The orthometric height was determined by differential leveling
 LA1952.and adjusted by the National Geodetic Survey in June 1991..
 LA1952
 LA1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA1952
 LA1952.The geoid height was determined by GEOID03.
 LA1952
 LA1952.The dynamic height is computed by dividing the NAVD 88
 LA1952.geopotential number by the normal gravity value computed on the
 LA1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA1952.degrees latitude (g = 980.6199 gals.).
 LA1952
 LA1952.The modeled gravity was interpolated from observed gravity values.
 LA1952
 LA1952;                    North         East     Units Scale Factor Converg.
 LA1952;SPC OH N     -   120,171.316   460,644.910   MT  0.99995571   -1 05 02.2
 LA1952;UTM  16      - 4,513,466.983   740,658.458   MT  1.00031293   +1 51 38.9
 LA1952
 LA1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA1952!SPC OH N     -   0.99996402  x   0.99995571  =   0.99991973
 LA1952!UTM  16      -   0.99996402  x   1.00031293  =   1.00027694
 LA1952
 LA1952:                Primary Azimuth Mark                     Grid Az
 LA1952:SPC OH N     -  WEST                                     039 35 26.3
 LA1952:UTM  16      -  WEST                                     036 38 45.2
 LA1952
 LA1952|---------------------------------------------------------------------|
 LA1952| PID    Reference Object                     Distance      Geod. Az  |
 LA1952|                                                           dddmmss.s |
 LA1952| LA0037 WEST                                APPROX. 5.6 KM 0383024.1 |
 LA1952| LA0062 ELM RM 1                             32.622 METERS 05737     |
 LA1952| LA2239 LIMA ALLEN CO BLDG CLOCK TOWER      APPROX. 3.8 KM 0794437.0 |
 LA1952| LA0060 ELM AZ MK                                          1521928.8 |
 LA1952| LA0063 ELM RM 2                             30.967 METERS 30148     |
 LA1952|---------------------------------------------------------------------|
 LA1952
 LA1952                          SUPERSEDED SURVEY CONTROL
 LA1952
 LA1952  NAD 83(1986)-  40 44 13.11124(N)    084 08 59.85535(W) AD(       ) 1
 LA1952  NAD 27      -  40 44 12.92700(N)    084 09 00.02700(W) AD(       ) 1
 LA1952  NGVD 29 (??/??/92)  264.03   (m)          866.2    (f) COMPUTED    1 2
 LA1952
 LA1952.Superseded values are not recommended for survey control.
 LA1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1952.See file dsdata.txt to determine how the superseded data were derived.
 LA1952
 LA1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4065813467(NAD 83)
 LA1952_MARKER: Z = SEE DESCRIPTION
 LA1952_SETTING: 0 = UNSPECIFIED SETTING
 LA1952_STAMPING: ELM 1943
 LA1952_MARK LOGO: CGS   
 LA1952
 LA1952  HISTORY     - Date     Condition        Report By
 LA1952  HISTORY     - 1943     MONUMENTED       CGS
 LA1952  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LA1952  HISTORY     - 1961     GOOD             LOCENG
 LA1952  HISTORY     - 1961     GOOD             THOMAS
 LA1952
 LA1952                          STATION DESCRIPTION
 LA1952
 LA1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 LA1952'STATION IS LOCATED ON
 LA1952'THE S SIDE OF W
 LA1952'ELM STREET, 2.4 MILES W OF MAIN STREET IN THE
 LA1952'CITY OF LIMA.  IT IS 34.0 FEET S
 LA1952'OF THE CENTER OF W ELM STREET,
 LA1952'13 FEET E OF A 10-INCH ELM TREE, 12 FEET W OF A
 LA1952'10-INCH ELM TREE.
 LA1952'THE DISK IS STAMPED ELM 1943.
 LA1952'
 LA1952'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 LA1952'DISKS SET IN
 LA1952'CONCRETE.
 LA1952'
 LA1952'REFERENCE MARK 1 IS 107.03 FEET NE OF THE STATION, 23.5 FEET
 LA1952'N OF CENTER LINE
 LA1952'OF ELM STREET, 47 FEET E OF A POLE.  THE DISK IS
 LA1952'STAMPED ELM NO 1 1943.
 LA1952'
 LA1952'REFERENCE MARK 2 IS 101.60 FEET NW OF THE STATION, 22 FEET N
 LA1952'OF THE CENTER LINE
 LA1952'OF W ELM STREET, 10.5 FEET E OF A POLE.  THE
 LA1952'DISK IS STAMPED ELM NO 2 1943.
 LA1952'
 LA1952'AZIMUTH MARK IS ABOUT 0.4 MILE SE OF THE STATION ON THE W
 LA1952'SIDE OF CABLE
 LA1952'STREET, AND 30 FEET W OF THE CENTER LINE OF THE ROAD,
 LA1952'16.5 FEET NW OF
 LA1952'POWER-TRANSMISSION LINE POLE 873-4 AND 1.6 FEET
 LA1952'E OF A N-S FENCELINE.  THE DISK IS
 LA1952'STAMPED ELM 1943.
 LA1952'
 LA1952'TO REACH FROM THE COURTHOUSE IN LIMA, GO S ON MAIN STREET 0.4
 LA1952'MILE TO W ELM
 LA1952'STREET, TURN RIGHT ON ELM STREET AND GO 2.25 MILES
 LA1952'TO CABLE STREET,* CONTINUE
 LA1952'STRAIGHT AHEAD AND GO 0.15 MILE TO STATION
 LA1952'ON THE LEFT SIDE OF THE ROAD.
 LA1952'
 LA1952'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO S ON CABLE
 LA1952'STREET FOR 0.3
 LA1952'MILE TO MR. D. C. STEINERS HOUSE ON THE LEFT AND
 LA1952'AZIMUTH MARK ON THE RIGHT.
 LA1952'
 LA1952'HEIGHT OF LIGHT ABOVE STATION MARK-34 METERS.
 LA1952
 LA1952                          STATION RECOVERY (1954)
 LA1952
 LA1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CS)
 LA1952'AT THE REQUEST OF THE PROPERTY OWNER,
 LA1952'THE STATION MARK
 LA1952'WAS LOWERED AT ITS ORIGINAL POSITION.  THE MARK
 LA1952'IS NOW FLUSH WITH THE GROUND AND
 LA1952'STAMPED ELM 1943 1954.
 LA1952'
 LA1952'THE STATION IS LOCATED IN THE W PART OF LIMA, ABOUT 2.4 MI.
 LA1952'W ALONG ELM STREET
 LA1952'FROM THE INTERSECTION OF MAIN STREET, IN THE
 LA1952'LAWN OF HOUSE NO. 2223 ELM STREET,
 LA1952'22-1/2 FT. S OF THE CENTERLINE
 LA1952'OF THE STREET, 24-1/2 FT. W OF THE CENTERLINE OF THE
 LA1952'DRIVE TO THE
 LA1952'HOUSE, 2 FT. S OF A ROW OF ELM TREES, ABOUT 3 FT. ABOVE THE
 LA1952'STREET, AND
 LA1952'PROJECTING 6 IN.
 LA1952'
 LA1952'REFERENCE MARK 1 IS 106.965 FT. (32.604 M.) NE OF THE STATION,
 LA1952'22 FT. N OF THE
 LA1952'CENTERLINE OF ELM STREET, N ACROSS THE STREET FROM
 LA1952'HOUSE NO. 2221, 356 FT. E OF THE
 LA1952'CENTERLINE OF FERNWOOD DRIVE
 LA1952'LEADING N, ABOUT 2 FT. ABOVE THE STREET, PROJECTING
 LA1952'5 IN., AND
 LA1952'STAMPED ELM NO 1 1943.
 LA1952'
 LA1952'REFERENCE MARK 2 IS 101.620 FT. (30.973 M.) NW OF THE STATION,
 LA1952'20 FT. N OF THE
 LA1952'CENTERLINE OF THE STREET, 180 FT. E OF THE
 LA1952'CENTERLINE OF FERNWOOD DRIVE
 LA1952'LEADING N, 79 FT. E OF A FIRE HYDRANT,
 LA1952'PROJECTING 6 IN., AND STAMPED ELM NO 2 1943.
 LA1952'*
 LA1952'AZIMUTH MARK IS
 LA1952'REACHED FROM THE STATION, BY GOING ABOUT 0.15
 LA1952'MI. E ALONG ELM STREET, THENCE
 LA1952'ABOUT 0.3 MI. S ALONG CABLE ROAD,
 LA1952'28-1/2 FT. W OF THE CENTERLINE OF CABLE ROAD, 16
 LA1952'FT. NW OF POWER
 LA1952'POLE NO. 873-4, 6-1/2 FT. NE OF A 14-IN. ELM TREE, 149 YD. S OF
 LA1952'THE JUNCTION OF
 LA1952'LAKEWOOD AVENUE LEADING W, 1 FT. N OF A WHITE
 LA1952'WOODEN WITNESS POST, ABOUT LEVEL
 LA1952'WITH THE ROAD, PROJECTING 4 IN.,
 LA1952'AND STAMPED ELM 1943.
 LA1952'
 LA1952'DISTANCES CHECKED AND FOUND AS STATED ABOVE.
 LA1952
 LA1952                          STATION RECOVERY (1961)
 LA1952
 LA1952'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JDS)
 LA1952'STATION WAS FOUND IN EXCELLENT CONDITION.  IT IS LOCATED IN FRONT
 LA1952'YARD OF HOUSE NO. 2223 WEST ELM STREET.
 LA1952'
 LA1952'NO SEARCH WAS MADE FOR REFERENCE MARKS.
 LA1952'
 LA1952'AZIMUTH MARK WAS FOUND DESTROYED.  IT WAS PLOWED OUT DURING
 LA1952'CONSTRUCTION OF A SCHOOL NOW LOCATED ON THE PROPERTY WHERE MARKER
 LA1952'WAS PLACED.  THE CONCRETE BASE FOR THE AZIMUTH MARK WAS FOUND AND
 LA1952'BRASS DISC WAS REMOVED.
 LA1952
 LA1952                          STATION RECOVERY (1961)
 LA1952
 LA1952'RECOVERY NOTE BY THOMAS ENG AND SURV 1961 (MA)
 LA1952'STATION MARK ELM 1943 1954 - UNDISTURBED.
 LA1952'
 LA1952'RM -1 -UNDISTURBED.
 LA1952'
 LA1952'RM-2 - UNDISTURBED.
 LA1952'
 LA1952'AZ.MK. - DESTROYED (MARK WAS REMOVED DURING THE CONSTRUCTION OF A
 LA1952'SCHOOL PARKING LOT).
 LA1952'
 LA1952'NOTE - AZ. MK. EVEN THOUGH DESTROYED WAS NO LONGER VISABLE FROM THE
 LA1952'GROUND AT THE STATION MARK STATION DUE TO THE CONSTRUCTION OF HOUSES
 LA1952'ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0060 ***********************************************************************
 LA0060  DESIGNATION -  ELM AZ MK
 LA0060  PID         -  LA0060
 LA0060  STATE/COUNTY-  OH/ALLEN
 LA0060  USGS QUAD   -  CRIDERSVILLE (1983)
 LA0060
 LA0060                         *CURRENT SURVEY CONTROL
 LA0060  ___________________________________________________________________
 LA0060* NAD 83(1986)-  40 44 00.     (N)    084 08 48.     (W)     SCALED    
 LA0060* NAVD 88     -       263.992  (meters)     866.11   (feet)  ADJUSTED  
 LA0060  ___________________________________________________________________
 LA0060  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 LA0060  DYNAMIC HT  -         263.863 (meters)     865.69  (feet)  COMP
 LA0060  MODELED GRAV-     980,129.0   (mgal)                       NAVD 88
 LA0060
 LA0060  VERT ORDER  -  FIRST     CLASS II
 LA0060
 LA0060.The horizontal coordinates were scaled from a topographic map and have
 LA0060.an estimated accuracy of +/- 6 seconds.
 LA0060
 LA0060.The orthometric height was determined by differential leveling
 LA0060.and adjusted by the National Geodetic Survey in June 1991..
 LA0060
 LA0060.The geoid height was determined by GEOID03.
 LA0060
 LA0060.The dynamic height is computed by dividing the NAVD 88
 LA0060.geopotential number by the normal gravity value computed on the
 LA0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0060.degrees latitude (g = 980.6199 gals.).
 LA0060
 LA0060.The modeled gravity was interpolated from observed gravity values.
 LA0060
 LA0060;                    North         East    Units  Estimated Accuracy
 LA0060;SPC OH N     -   119,760.      460,920.      MT  (+/- 180 meters Scaled)
 LA0060
 LA0060                          SUPERSEDED SURVEY CONTROL
 LA0060
 LA0060  NGVD 29 (??/??/92)  264.166  (m)          866.68   (f) ADJ UNCH    1 2
 LA0060
 LA0060.Superseded values are not recommended for survey control.
 LA0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0060.See file dsdata.txt to determine how the superseded data were derived.
 LA0060
 LA0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL409130(NAD 83)
 LA0060_MARKER: DZ = AZIMUTH MARK DISK
 LA0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0060_STAMPING: ELM 1943
 LA0060_MARK LOGO: CGS   
 LA0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0060+STABILITY: SURFACE MOTION
 LA0060
 LA0060  HISTORY     - Date     Condition        Report By
 LA0060  HISTORY     - 1943     MONUMENTED       CGS
 LA0060  HISTORY     - 1954     GOOD             NGS
 LA0060
 LA0060                          STATION DESCRIPTION
 LA0060
 LA0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0060'3 MI W FROM LIMA.
 LA0060'ABOUT 2.3 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0060'LIMA, THENCE ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 117
 LA0060'(SPENCERVILLE ROAD), THENCE ABOUT 0.3 MILE WEST AND NORTH ALONG
 LA0060'CABLE ROAD, ABOUT 0.3 MILE SOUTH OF THE INTERSECTION OF CABLE
 LA0060'ROAD AND ELM STREET, 28 1/2 FEET WEST OF CENTER LINE OF CABLE
 LA0060'ROAD, ABOUT 149 YARDS SOUTH OF CENTER LINE OF LAKEWOOD AVENUE
 LA0060'LEADING WEST, 16 FEET NORTHWEST OF POWER POLE NO. 873/4, 6 1/2
 LA0060'FEET NORTHEAST OF A 14-INCH ELM TREE, 1 FOOT NORTH OF A WHITE
 LA0060'WOODEN WITNESS POST, ABOUT LEVEL WITH CABLE ROAD AND SET IN THE
 LA0060'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0061 ***********************************************************************
 LA0061  DESIGNATION -  ELM RESET
 LA0061  PID         -  LA0061
 LA0061  STATE/COUNTY-  OH/ALLEN
 LA0061  USGS QUAD   -  CRIDERSVILLE (1983)
 LA0061
 LA0061                         *CURRENT SURVEY CONTROL
 LA0061  ___________________________________________________________________
 LA0061* NAD 83(1986)-  40 44 12.     (N)    084 09 00.     (W)     SCALED    
 LA0061* NAVD 88     -       263.688  (meters)     865.12   (feet)  ADJUSTED  
 LA0061  ___________________________________________________________________
 LA0061  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 LA0061  DYNAMIC HT  -         263.559 (meters)     864.69  (feet)  COMP
 LA0061  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 LA0061
 LA0061  VERT ORDER  -  FIRST     CLASS II
 LA0061
 LA0061.The horizontal coordinates were scaled from a topographic map and have
 LA0061.an estimated accuracy of +/- 6 seconds.
 LA0061
 LA0061.The orthometric height was determined by differential leveling
 LA0061.and adjusted by the National Geodetic Survey in June 1991..
 LA0061
 LA0061.The geoid height was determined by GEOID03.
 LA0061
 LA0061.The dynamic height is computed by dividing the NAVD 88
 LA0061.geopotential number by the normal gravity value computed on the
 LA0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0061.degrees latitude (g = 980.6199 gals.).
 LA0061
 LA0061.The modeled gravity was interpolated from observed gravity values.
 LA0061
 LA0061;                    North         East    Units  Estimated Accuracy
 LA0061;SPC OH N     -   120,140.      460,640.      MT  (+/- 180 meters Scaled)
 LA0061
 LA0061                          SUPERSEDED SURVEY CONTROL
 LA0061
 LA0061  NGVD 29 (??/??/92)  263.862  (m)          865.69   (f) ADJ UNCH    1 2
 LA0061
 LA0061.Superseded values are not recommended for survey control.
 LA0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0061.See file dsdata.txt to determine how the superseded data were derived.
 LA0061
 LA0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL406134(NAD 83)
 LA0061_MARKER: DS = TRIANGULATION STATION DISK
 LA0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0061_SP_SET: CONCRETE POST
 LA0061_STAMPING: ELM 1943 1954
 LA0061_MARK LOGO: CGS   
 LA0061_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0061+STABILITY: SURFACE MOTION
 LA0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0061+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0061
 LA0061  HISTORY     - Date     Condition        Report By
 LA0061  HISTORY     - 1954     MONUMENTED       CGS
 LA0061  HISTORY     - 1954     GOOD             NGS
 LA0061  HISTORY     - 19930708 GOOD             NGS
 LA0061
 LA0061                          STATION DESCRIPTION
 LA0061
 LA0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0061'3.5 MI W FROM LIMA.
 LA0061'ABOUT 2.3 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0061'LIMA, THENCE ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 117
 LA0061'(SPENCERVILLE ROAD), THENCE ABOUT 0.6 MILE WEST AND NORTH ALONG
 LA0061'CABLE ROAD, THENCE ABOUT 0.15 MILE WEST ALONG ELM STREET, 22 1/2
 LA0061'FEET SOUTH OF CENTER LINE OF ELM STREET, 24 1/2 FEET WEST OF
 LA0061'CENTER LINE OF DRIVE SOUTH OF BRICK HOUSE NO. 2223 ELM STREET,
 LA0061'ABOUT 2 FEET SOUTH OF A ROW OF ELM TREES, 107 FEET SOUTHWEST AND
 LA0061'ACROSS ROAD FROM RM NO. 1, 101 1/2 FEET SOUTHEAST AND ACROSS ROAD
 LA0061'FROM RM NO. 2, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE
 LA0061'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 LA0061
 LA0061                          STATION RECOVERY (1993)
 LA0061
 LA0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0061'IN LIMA, AT THE INTERSECTION OF WEST ELM STREET AND FERNWOOD DRIVE,
 LA0061'82.0 M (269.0 FT) EAST OF THE EXTENDED DRIVE CENTER, 32.5 M (106.6
 LA0061'FT) SOUTHWEST OF REFERENCE MARK 1, 31.2 M (102.4 FT) SOUTHEAST OF
 LA0061'REFERENCE MARK 2, 10.6 M (34.8 FT) SOUTH OF THE STREET CENTERLINE,
 LA0061'7.4 M (24.3 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING TO HOUSE
 LA0061'NUMBER 2543, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREET, AND THE
 LA0061'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0062 ***********************************************************************
 LA0062  DESIGNATION -  ELM RM 1
 LA0062  PID         -  LA0062
 LA0062  STATE/COUNTY-  OH/ALLEN
 LA0062  USGS QUAD   -  CRIDERSVILLE (1983)
 LA0062
 LA0062                         *CURRENT SURVEY CONTROL
 LA0062  ___________________________________________________________________
 LA0062* NAD 83(1986)-  40 44 12.     (N)    084 09 00.     (W)     SCALED    
 LA0062* NAVD 88     -       263.627  (meters)     864.92   (feet)  ADJUSTED  
 LA0062  ___________________________________________________________________
 LA0062  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 LA0062  DYNAMIC HT  -         263.498 (meters)     864.49  (feet)  COMP
 LA0062  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 LA0062
 LA0062  VERT ORDER  -  FIRST     CLASS II
 LA0062
 LA0062.The horizontal coordinates were scaled from a topographic map and have
 LA0062.an estimated accuracy of +/- 6 seconds.
 LA0062
 LA0062.The orthometric height was determined by differential leveling
 LA0062.and adjusted by the National Geodetic Survey in June 1991..
 LA0062
 LA0062.The geoid height was determined by GEOID03.
 LA0062
 LA0062.The dynamic height is computed by dividing the NAVD 88
 LA0062.geopotential number by the normal gravity value computed on the
 LA0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0062.degrees latitude (g = 980.6199 gals.).
 LA0062
 LA0062.The modeled gravity was interpolated from observed gravity values.
 LA0062
 LA0062;                    North         East    Units  Estimated Accuracy
 LA0062;SPC OH N     -   120,140.      460,640.      MT  (+/- 180 meters Scaled)
 LA0062
 LA0062                          SUPERSEDED SURVEY CONTROL
 LA0062
 LA0062  NGVD 29 (??/??/92)  263.801  (m)          865.49   (f) ADJ UNCH    1 2
 LA0062
 LA0062.Superseded values are not recommended for survey control.
 LA0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0062.See file dsdata.txt to determine how the superseded data were derived.
 LA0062
 LA0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL406134(NAD 83)
 LA0062_MARKER: DR = REFERENCE MARK DISK
 LA0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0062_SP_SET: CONCRETE POST
 LA0062_STAMPING: ELM NO 1 1943
 LA0062_MARK LOGO: CGS   
 LA0062_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0062+STABILITY: SURFACE MOTION
 LA0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0062+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0062
 LA0062  HISTORY     - Date     Condition        Report By
 LA0062  HISTORY     - 1943     MONUMENTED       CGS
 LA0062  HISTORY     - 1954     GOOD             NGS
 LA0062  HISTORY     - 1983     GOOD             LOCSUR
 LA0062  HISTORY     - 19930708 GOOD             NGS
 LA0062
 LA0062                          STATION DESCRIPTION
 LA0062
 LA0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0062'3.5 MI W FROM LIMA.
 LA0062'ABOUT 2.3 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0062'LIMA, THENCE ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 117
 LA0062'(SPENCERVILLE ROAD), THENCE ABOUT 0.6 MILE WEST AND NORTH ALONG
 LA0062'CABLE ROAD, THENCE ABOUT 0.15 MILE WEST ALONG ELM STREET, ACROSS
 LA0062'ELM STREET FROM BRICK HOUSE NO. 2221 ELM STREET, 22 FEET NORTH OF
 LA0062'CENTER LINE OF ELM STREET, 107 FEET NORTHEAST AND ACROSS ROAD
 LA0062'FROM THE STATION MARK, 176.8 FEET EAST OF RM NO. 2, 356 FEET EAST
 LA0062'OF CENTER LINE OF FERNWOOD DRIVE LEADING NORTH, ABOUT 2 FEET
 LA0062'ABOVE LEVEL OF ELM STREET AND SET IN THE TOP OF A CONCRETE POST
 LA0062'PROJECTING 5 INCHES.
 LA0062
 LA0062                          STATION RECOVERY (1983)
 LA0062
 LA0062'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LA0062'COMMENCING AT TOWN SQUARE (FORMERLY KNOWN AS PUBLIC SQUARE) IN CITY
 LA0062'OF LIMA, THENCE , 2.2 MILE WEST ALONG WEST MARKET STREET, THENCE, 0.2
 LA0062'MILE SOUTH ALONG SOUTH CABLE ROAD, THENCE, 0.14 MILE WEST ALONG WEST
 LA0062'ELM STREET, ACROSS STREET FROM A BRICK HOUSE NUMBERED 2521 WEST ELM
 LA0062'STREET, 22 FEET NORTH OF CENTERLINE OF WEST ELM STREET, 107 FEET
 LA0062'NORTHEAST AND ACROSS STREET FROM THE STATION MARK, 176.8 FEET EAST OF
 LA0062'RM NO 2, 356 FEET EAST OF CENTERLINE OF FERNWOOD DRIVE LEADING NORTH,
 LA0062'48 FEET EAST OF A UTILITY POLE TAGGED NUMBER 873 B 3/162 BY OHIO
 LA0062'POWER COMPANY, ABOUT 2 FEET ABOVE LEVEL OF STREET AND SET IN THE TOP
 LA0062'OF A CONCRETE POST PROJECTING 5 INCHES.
 LA0062
 LA0062                          STATION RECOVERY (1993)
 LA0062
 LA0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0062'IN LIMA, AT THE INTERSECTION OF WEST ELM STREET AND FERNWOOD DRIVE,
 LA0062'109.6 M (359.6 FT) EAST OF THE DRIVE CENTER, 32.5 M (106.6 FT)
 LA0062'NORTHEAST OF TRIANGULATION STATION ELM, 13.2 M (43.3 FT) WEST OF THE
 LA0062'CENTER OF A DRIVEWAY, 6.6 M (21.7 FT) NORTH OF THE STREET CENTERLINE,
 LA0062'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT
 LA0062'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0063 ***********************************************************************
 LA0063  DESIGNATION -  ELM RM 2
 LA0063  PID         -  LA0063
 LA0063  STATE/COUNTY-  OH/ALLEN
 LA0063  USGS QUAD   -  CRIDERSVILLE (1983)
 LA0063
 LA0063                         *CURRENT SURVEY CONTROL
 LA0063  ___________________________________________________________________
 LA0063* NAD 83(1986)-  40 44 12.     (N)    084 09 00.     (W)     SCALED    
 LA0063* NAVD 88     -       262.862  (meters)     862.41   (feet)  ADJUSTED  
 LA0063  ___________________________________________________________________
 LA0063  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 LA0063  DYNAMIC HT  -         262.734 (meters)     861.99  (feet)  COMP
 LA0063  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 LA0063
 LA0063  VERT ORDER  -  FIRST     CLASS II
 LA0063
 LA0063.The horizontal coordinates were scaled from a topographic map and have
 LA0063.an estimated accuracy of +/- 6 seconds.
 LA0063
 LA0063.The orthometric height was determined by differential leveling
 LA0063.and adjusted by the National Geodetic Survey in June 1991..
 LA0063
 LA0063.The geoid height was determined by GEOID03.
 LA0063
 LA0063.The dynamic height is computed by dividing the NAVD 88
 LA0063.geopotential number by the normal gravity value computed on the
 LA0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0063.degrees latitude (g = 980.6199 gals.).
 LA0063
 LA0063.The modeled gravity was interpolated from observed gravity values.
 LA0063
 LA0063;                    North         East    Units  Estimated Accuracy
 LA0063;SPC OH N     -   120,140.      460,640.      MT  (+/- 180 meters Scaled)
 LA0063
 LA0063                          SUPERSEDED SURVEY CONTROL
 LA0063
 LA0063  NGVD 29 (??/??/92)  263.036  (m)          862.98   (f) ADJ UNCH    1 2
 LA0063
 LA0063.Superseded values are not recommended for survey control.
 LA0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0063.See file dsdata.txt to determine how the superseded data were derived.
 LA0063
 LA0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL406134(NAD 83)
 LA0063_MARKER: DR = REFERENCE MARK DISK
 LA0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0063_SP_SET: CONCRETE POST
 LA0063_STAMPING: ELM NO 2 1943
 LA0063_MARK LOGO: CGS   
 LA0063_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0063+STABILITY: SURFACE MOTION
 LA0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0063+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0063
 LA0063  HISTORY     - Date     Condition        Report By
 LA0063  HISTORY     - 1943     MONUMENTED       CGS
 LA0063  HISTORY     - 1954     GOOD             NGS
 LA0063  HISTORY     - 1983     GOOD             LOCSUR
 LA0063  HISTORY     - 19930708 GOOD             NGS
 LA0063
 LA0063                          STATION DESCRIPTION
 LA0063
 LA0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0063'3.5 MI W FROM LIMA.
 LA0063'ABOUT 2.3 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LA0063'LIMA, THENCE ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 117
 LA0063'(SPENCERVILLE ROAD), THENCE ABOUT 0.6 MILE WEST AND NORTH ALONG
 LA0063'CABLE ROAD, THENCE ABOUT 0.15 MILE WEST ALONG ELM STREET, 20 FEET
 LA0063'NORTH OF CENTER LINE OF ELM STREET, 180 FEET EAST OF CENTER LINE
 LA0063'OF FERNWOOD DRIVE LEADING NORTH, 10 1/2 FEET EAST OF A TELEPHONE
 LA0063'POLE, 79 FEET EAST OF A FIRE HYDRANT, 101 1/2 FEET NORTHWEST AND
 LA0063'ACROSS ELM STREET FROM THE STATION MARK, 176.8 FEET WEST OF RM
 LA0063'NO. 1, ABOUT LEVEL WITH STREET AND SET IN THE TOP OF A CONCRETE
 LA0063'POST PROJECTING 6 INCHES.
 LA0063
 LA0063                          STATION RECOVERY (1983)
 LA0063
 LA0063'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LA0063'COMMENCING AT TOWN SQUARE (F.K.A. PUBLIC SQUARE) IN CITY OF LIMA,
 LA0063'THENCE, 2.2 MILES WEST ALONG WEST MARKET STREET, THENCE, 0.2 MILE
 LA0063'SOUTH ALONG SOUTH CABLE ROAD, 0.18 MILE ) WEST ALONG WEST ELM STREET,
 LA0063'ACROSS STREET FROM HOUSE NUMBERED 2567 WEST ELM STREET, 20 FEET NORTH
 LA0063'OF CENTERLINE OF WEST ELM STREET, 180 FEET EAST OF CENTERLINE OF
 LA0063'FERNWOOD DRIVE LEADING NORTH, 12 1/2 FEET EAST OF A UTILITY POLE
 LA0063'TAGGED NUMBER 873 B 3/163 BY OHIO POWER COMPANY, 79 FEET EAST OF A
 LA0063'FIRE HYDRANT, 101 1/2 FEET NORTHWEST AND ACROSS FROM THE STATION
 LA0063'MARK, 176.8 FEET WEST OF RM NO. 1, ABOUT LEVEL WITH STREET AND SET IN
 LA0063'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LA0063
 LA0063                          STATION RECOVERY (1993)
 LA0063
 LA0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0063'IN LIMA, AT THE INTERSECTION OF WEST ELM STREET AND FERNWOOD DRIVE,
 LA0063'55.6 M (182.4 FT) EAST OF THE DRIVE CENTER, 31.2 M (102.4 FT)
 LA0063'NORTHWEST OF TRIANGULATION STATION ELM, 24.1 M (79.1 FT) NORTHWEST OF
 LA0063'A FIRE HYDRANT, 6.1 M (20.0 FT) NORTH OF THE STREET CENTERLINE, 0.3 M
 LA0063'(1.0 FT) ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT PROJECTS 0.2
 LA0063'M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0763 ***********************************************************************
 JY0763  DESIGNATION -  ELSEA 1
 JY0763  PID         -  JY0763
 JY0763  STATE/COUNTY-  OH/PICKAWAY
 JY0763  USGS QUAD   -  CIRCLEVILLE (1995)
 JY0763
 JY0763                         *CURRENT SURVEY CONTROL
 JY0763  ___________________________________________________________________
 JY0763* NAD 83(1986)-  39 37 18.     (N)    082 56 29.     (W)     SCALED    
 JY0763* NAVD 88     -       215.533  (meters)     707.13   (feet)  ADJUSTED  
 JY0763  ___________________________________________________________________
 JY0763  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JY0763  DYNAMIC HT  -         215.407 (meters)     706.71  (feet)  COMP
 JY0763  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 JY0763
 JY0763  VERT ORDER  -  FIRST     CLASS I
 JY0763
 JY0763.The horizontal coordinates were scaled from a topographic map and have
 JY0763.an estimated accuracy of +/- 6 seconds.
 JY0763
 JY0763.The orthometric height was determined by differential leveling
 JY0763.and adjusted by the National Geodetic Survey in June 1991..
 JY0763
 JY0763.The geoid height was determined by GEOID03.
 JY0763
 JY0763.The dynamic height is computed by dividing the NAVD 88
 JY0763.geopotential number by the normal gravity value computed on the
 JY0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0763.degrees latitude (g = 980.6199 gals.).
 JY0763
 JY0763.The modeled gravity was interpolated from observed gravity values.
 JY0763
 JY0763;                    North         East    Units  Estimated Accuracy
 JY0763;SPC OH S     -   180,120.      562,100.      MT  (+/- 180 meters Scaled)
 JY0763
 JY0763                          SUPERSEDED SURVEY CONTROL
 JY0763
 JY0763  NGVD 29 (??/??/92)  215.694  (m)          707.66   (f) ADJ UNCH    1 1
 JY0763
 JY0763.Superseded values are not recommended for survey control.
 JY0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0763.See file dsdata.txt to determine how the superseded data were derived.
 JY0763
 JY0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD333875(NAD 83)
 JY0763_MARKER: DB = BENCH MARK DISK
 JY0763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0763_SP_SET: BUILDING
 JY0763_STAMPING: ELSEA 1 1954
 JY0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0763
 JY0763  HISTORY     - Date     Condition        Report By
 JY0763  HISTORY     - 1954     MONUMENTED       CGS
 JY0763  HISTORY     - 1967     GOOD             NGS
 JY0763  HISTORY     - 20051130 GOOD             GEOCAC
 JY0763
 JY0763                          STATION DESCRIPTION
 JY0763
 JY0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0763'1.4 MI N FROM CIRCLEVILLE.
 JY0763'ABOUT 1.45 MILES NORTH ALONG NORTH COURT STREET AND COUNTY ROAD
 JY0763'NO. 511 FROM THE COURTHOUSE AT CIRCLEVILLE, AT THE ELSEA MOBILE
 JY0763'HOME VILLAGE, (FORMERLY THE ELSEA AIRPORT), SET VERTICALLY IN THE
 JY0763'WEST FACE OF THE TILE BLOCK BUILDING WHICH FORMERLY WAS A HANGAR
 JY0763'NOW USED FOR A REPAIR SHOP, 197 FEET WEST OF THE CENTER LINE OF
 JY0763'COUNTY ROAD NO. 511, 42 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 JY0763'BUILDING AND 2 FEET ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK
 JY0763'MAY BE REACHED BY GOING 2.25 MILES NORTH ALONG THE NORFOLK AND
 JY0763'WESTERN RAILWAY FROM THE CROSSING OF THE PENNSYLVANIA RAILROAD AT
 JY0763'CIRCLEVILLE, THENCE 0.25 MILE EAST CROSS-COUNTRY TO ABANDONED
 JY0763'AIRPORT AND MARK.
 JY0763
 JY0763                          STATION RECOVERY (2005)
 JY0763
 JY0763'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0763'BUILDING HAS BEEN COVERED WITH VINYL SIDING.  MARK IS VISIBLE THROUGH
 JY0763'A WATER FAUCET PORTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0762 ***********************************************************************
 JY0762  DESIGNATION -  ELSEA 2
 JY0762  PID         -  JY0762
 JY0762  STATE/COUNTY-  OH/PICKAWAY
 JY0762  USGS QUAD   -  CIRCLEVILLE (1995)
 JY0762
 JY0762                         *CURRENT SURVEY CONTROL
 JY0762  ___________________________________________________________________
 JY0762* NAD 83(1986)-  39 37 17.     (N)    082 56 32.     (W)     SCALED    
 JY0762* NAVD 88     -       214.021  (meters)     702.17   (feet)  ADJUSTED  
 JY0762  ___________________________________________________________________
 JY0762  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JY0762  DYNAMIC HT  -         213.896 (meters)     701.76  (feet)  COMP
 JY0762  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 JY0762
 JY0762  VERT ORDER  -  FIRST     CLASS I
 JY0762
 JY0762.The horizontal coordinates were scaled from a topographic map and have
 JY0762.an estimated accuracy of +/- 6 seconds.
 JY0762
 JY0762.The orthometric height was determined by differential leveling
 JY0762.and adjusted by the National Geodetic Survey in June 1991..
 JY0762
 JY0762.The geoid height was determined by GEOID03.
 JY0762
 JY0762.The dynamic height is computed by dividing the NAVD 88
 JY0762.geopotential number by the normal gravity value computed on the
 JY0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0762.degrees latitude (g = 980.6199 gals.).
 JY0762
 JY0762.The modeled gravity was interpolated from observed gravity values.
 JY0762
 JY0762;                    North         East    Units  Estimated Accuracy
 JY0762;SPC OH S     -   180,090.      562,030.      MT  (+/- 180 meters Scaled)
 JY0762
 JY0762                          SUPERSEDED SURVEY CONTROL
 JY0762
 JY0762  NGVD 29 (??/??/92)  214.182  (m)          702.70   (f) ADJ UNCH    1 1
 JY0762
 JY0762.Superseded values are not recommended for survey control.
 JY0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0762.See file dsdata.txt to determine how the superseded data were derived.
 JY0762
 JY0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD332875(NAD 83)
 JY0762_MARKER: DB = BENCH MARK DISK
 JY0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0762_STAMPING: ELSEA 2 1954
 JY0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0762+STABILITY: SURFACE MOTION
 JY0762
 JY0762  HISTORY     - Date     Condition        Report By
 JY0762  HISTORY     - 1954     MONUMENTED       CGS
 JY0762  HISTORY     - 1967     GOOD             NGS
 JY0762
 JY0762                          STATION DESCRIPTION
 JY0762
 JY0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0762'2.5 MI N FROM CIRCLEVILLE.
 JY0762'ABOUT 2.25 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0762'FROM THE CROSSING OF THE PENNSYLVANIA RAILROAD AT CIRCLEVILLE,
 JY0762'THENCE 0.25 MILE EAST CROSS COUNTRY, ON THE PROPERTY OF THE ELSEA
 JY0762'MOBILE HOME, 353 FEET WEST OF THE CENTER LINE OF COUNTRY ROAD NO.
 JY0762'511, 209 FEET NORTHEAST OF THE NORTHWEST CORNER OF AN ABANDONED
 JY0762'HANGAR, 92 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO-STORIED
 JY0762'HOUSE, 233.5 FEET NORTHWEST OF BENCH MARK BM ELSEA 1 DESCRIBED, 2
 JY0762'FEET SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 JY0762'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0761 ***********************************************************************
 JY0761  DESIGNATION -  ELSEA 3
 JY0761  PID         -  JY0761
 JY0761  STATE/COUNTY-  OH/PICKAWAY
 JY0761  USGS QUAD   -  CIRCLEVILLE (1995)
 JY0761
 JY0761                         *CURRENT SURVEY CONTROL
 JY0761  ___________________________________________________________________
 JY0761* NAD 83(1986)-  39 37 17.     (N)    082 56 46.     (W)     SCALED    
 JY0761* NAVD 88     -       207.809  (meters)     681.79   (feet)  ADJUSTED  
 JY0761  ___________________________________________________________________
 JY0761  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JY0761  DYNAMIC HT  -         207.688 (meters)     681.39  (feet)  COMP
 JY0761  MODELED GRAV-     980,037.7   (mgal)                       NAVD 88
 JY0761
 JY0761  VERT ORDER  -  FIRST     CLASS I
 JY0761
 JY0761.The horizontal coordinates were scaled from a topographic map and have
 JY0761.an estimated accuracy of +/- 6 seconds.
 JY0761
 JY0761.The orthometric height was determined by differential leveling
 JY0761.and adjusted by the National Geodetic Survey in June 1991..
 JY0761
 JY0761.The geoid height was determined by GEOID03.
 JY0761
 JY0761.The dynamic height is computed by dividing the NAVD 88
 JY0761.geopotential number by the normal gravity value computed on the
 JY0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0761.degrees latitude (g = 980.6199 gals.).
 JY0761
 JY0761.The modeled gravity was interpolated from observed gravity values.
 JY0761
 JY0761;                    North         East    Units  Estimated Accuracy
 JY0761;SPC OH S     -   180,090.      561,700.      MT  (+/- 180 meters Scaled)
 JY0761
 JY0761                          SUPERSEDED SURVEY CONTROL
 JY0761
 JY0761  NGVD 29 (??/??/92)  207.971  (m)          682.32   (f) ADJ UNCH    1 1
 JY0761
 JY0761.Superseded values are not recommended for survey control.
 JY0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0761.See file dsdata.txt to determine how the superseded data were derived.
 JY0761
 JY0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD329875(NAD 83)
 JY0761_MARKER: DB = BENCH MARK DISK
 JY0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0761_STAMPING: ELSEA 3 1954
 JY0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0761+STABILITY: SURFACE MOTION
 JY0761
 JY0761  HISTORY     - Date     Condition        Report By
 JY0761  HISTORY     - 1954     MONUMENTED       CGS
 JY0761  HISTORY     - 1967     GOOD             NGS
 JY0761
 JY0761                          STATION DESCRIPTION
 JY0761
 JY0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0761'2.2 MI N FROM CIRCLEVILLE.
 JY0761'ABOUT 2.25 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0761'FROM THE CROSSING OF THE PENNSYLVANIA RAILROAD AT CIRCLEVILLE,
 JY0761'NEAR THE SOUTHWEST CORNER OF AN ABANDONED AIRPORT, 0.2 MILE SOUTH
 JY0761'OF MILEPOST N 678, 94 YARDS NORTHEAST OF AND ACROSS TRACKS FROM
 JY0761'SIGNAL BLOCK NO. 677-8, 69.5 FEET EAST OF THE EAST RAIL, 65.0
 JY0761'FEET SOUTHEAST OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL
 JY0761'OF A 5-FOOT CONCRETE BOX CULVERT UNDER THE TRACK, 2 FEET WEST
 JY0761'OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET SOUTH OF A METAL WITNESS
 JY0761'POST, 2 FEET NORTH OF A WOODEN WITNESS POST, 1 1/2 FEET ABOVE
 JY0761'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JY0761'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1547 ***********************************************************************
 MC1547  SACS        -  This is a Secondary Airport Control Station.
 MC1547  DESIGNATION -  ELYPORT
 MC1547  PID         -  MC1547
 MC1547  STATE/COUNTY-  OH/LORAIN
 MC1547  USGS QUAD   -  GRAFTON (1979)
 MC1547
 MC1547                         *CURRENT SURVEY CONTROL
 MC1547  ___________________________________________________________________
 MC1547* NAD 83(1995)-  41 19 54.10738(N)    082 06 09.50208(W)     ADJUSTED  
 MC1547* NAVD 88     -       230.14   (meters)     755.1    (feet)  GPS OBS   
 MC1547  ___________________________________________________________________
 MC1547  X           -     659,032.569 (meters)                     COMP
 MC1547  Y           -  -4,750,999.415 (meters)                     COMP
 MC1547  Z           -   4,190,283.856 (meters)                     COMP
 MC1547  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 MC1547  ELLIP HEIGHT-         195.84  (meters)          (10/07/05) GPS OBS
 MC1547  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MC1547
 MC1547  HORZ ORDER  -  FIRST
 MC1547  ELLP ORDER  -  THIRD     CLASS II
 MC1547
 MC1547.This mark is at Elyria Airport (1G1)
 MC1547
 MC1547.The horizontal coordinates were established by GPS observations
 MC1547.and adjusted by the National Geodetic Survey in July 1997..
 MC1547
 MC1547.The orthometric height was determined by GPS observations and a
 MC1547.high-resolution geoid model.
 MC1547
 MC1547.GPS derived orthometric heights for airport stations designated as
 MC1547.PACS or SACS are published to 2 decimal places.  This maintains
 MC1547.centimeter relative accuracy between the PACS and SACS.  It does
 MC1547.not indicate centimeter accuracy relative to other marks which are
 MC1547.part of the NAVD 88 network.
 MC1547
 MC1547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1547
 MC1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1547
 MC1547.The ellipsoidal height was determined by GPS observations
 MC1547.and is referenced to NAD 83.
 MC1547
 MC1547.The geoid height was determined by GEOID03.
 MC1547
 MC1547;                    North         East     Units Scale Factor Converg.
 MC1547;SPC OH N     -   184,971.980   633,262.051   MT  0.99994973   +0 15 39.8
 MC1547;UTM  17      - 4,576,165.962   407,732.047   MT  0.99970477   -0 43 41.7
 MC1547
 MC1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1547!SPC OH N     -   0.99996928  x   0.99994973  =   0.99991901
 MC1547!UTM  17      -   0.99996928  x   0.99970477  =   0.99967406
 MC1547
 MC1547:                Primary Azimuth Mark                     Grid Az
 MC1547:SPC OH N     -  ELYPORT AZ MK                            085 18 59.4
 MC1547:UTM  17      -  ELYPORT AZ MK                            086 18 20.9
 MC1547
 MC1547|---------------------------------------------------------------------|
 MC1547| PID    Reference Object                     Distance      Geod. Az  |
 MC1547|                                                           dddmmss.s |
 MC1547| MC1549 ELYPORT AZ MK                       401.468 METERS 0853439.2 |
 MC1547|---------------------------------------------------------------------|
 MC1547
 MC1547                          SUPERSEDED SURVEY CONTROL
 MC1547
 MC1547  ELLIP H (07/02/97)  195.83   (m)                       GP(       ) 3 2
 MC1547  NAD 83(1995)-  41 19 54.10829(N)    082 06 09.50301(W) AD(       ) 3
 MC1547  NAD 83(1986)-  41 19 54.11609(N)    082 06 09.51800(W) AD(       ) 3
 MC1547  NAD 27      -  41 19 53.91604(N)    082 06 09.96465(W) AD(       ) 3
 MC1547  NGVD 29 (02/23/89)  230.3    (m)          756.     (f) GPS OBS        
 MC1547
 MC1547.Superseded values are not recommended for survey control.
 MC1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1547.See file dsdata.txt to determine how the superseded data were derived.
 MC1547
 MC1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0773276166(NAD 83)
 MC1547_MARKER: DH = HORIZONTAL CONTROL DISK
 MC1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1547_SP_SET: CONCRETE POST
 MC1547_STAMPING: ELYPORT 1986
 MC1547_MARK LOGO: NGS   
 MC1547_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1547+STABILITY: SURFACE MOTION
 MC1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1547+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1995
 MC1547
 MC1547  HISTORY     - Date     Condition        Report By
 MC1547  HISTORY     - 1986     MONUMENTED       NGS
 MC1547  HISTORY     - 19871020 GOOD
 MC1547  HISTORY     - 19950828 GOOD             NGS
 MC1547  HISTORY     - 19960902 MARK NOT FOUND   USPSQD
 MC1547
 MC1547                          STATION DESCRIPTION
 MC1547
 MC1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MC1547'THE STATION IS LOCATED AT THE ELYRIA AIRPORT WHICH IS ABOUT 7 MILES
 MC1547'SOUTH OF OBERLINE AND 2 MILES SOUTH OF ELYRIA. OWNERSHIP GEORGE
 MC1547'GOUSIOUS 10800 MIDDLE AVENUE, ELYRIA OHIO 44035 216 458 8898.
 MC1547'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 301 ABOUT 3 MILES
 MC1547'SOUTH OF ELYRIA.  GO SOUTH ON STATE HIGHWAY 301 FOR 0.25 MILES TO
 MC1547'BUTTERNUT RIDGE ROAD ON THE LEFT.  TURN LEFT, NORTHEAST, AND GO 0.5
 MC1547'MILES TO MIDDLE AVENUE ON THE LEFT.  TURN LEFT, NORTH, ON MIDDLE AVE
 MC1547'AND GO FOR 0.95 MILES TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 MC1547'RIGHT AND TO FOR 0.1 MILE TOT HE ENTRANCE TO THE AIRFIELD AT A STOP
 MC1547'SIGN.  PASS THROUGH GAP AND TO 0.2 MILES TO A CURVE IN TAXIWAY AND
 MC1547'STATION IN A GRASS ISLAND 24 METERS SOUTH OF FOURTH METAL HANGER.  TO
 MC1547'REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ALONG RUNWAY
 MC1547'FOR 0.25 MILE TO THE AZIMUTH ON  THE LEFT ABOUT 30 METERS EAST OF THE
 MC1547'DITCH RUNNING UNDER RUNWAY.
 MC1547'THE STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED ---ELYPORT
 MC1547'1986---.  THE SURFACE DISK IS SET IN THE TOP OF A 25 CM ROUND
 MC1547'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 29.7 METERS NORTH FROM
 MC1547'THE NORTH EDGE OF RUNWAY, 23.6 METERS SOUTH OF THE CENTER ONE OF
 MC1547'THREE UTILITY POLES, 10.6 METERS EAST OF CENTER OF TAXIWAY AND 10.6
 MC1547'METERS SOUTH OF CONCRETE TAXIWAY LEADING TO HANGER.  THE SUBSURFACE
 MC1547'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 1.3 METERS BELOW
 MC1547'GROUND.
 MC1547'DESCRIBED BY B.L. LAMBERT. TYPED BY JAMES MALONEY 9/05/87.
 MC1547
 MC1547                          STATION RECOVERY (1987)
 MC1547
 MC1547'RECOVERED 1987
 MC1547'RECOVERED IN GOOD CONDITION.
 MC1547
 MC1547                          STATION RECOVERY (1995)
 MC1547
 MC1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MC1547'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) WEST-SOUTHWEST OF
 MC1547'CLEVELAND, 11 KM (6.85 MI) NORTHEAST OF OBERLIN, AND 3 KM (1.85 MI)
 MC1547'SOUTH OF ELYRIA.  OWNERSHIP--ANGELO GOUSICS, 10800 MIDDLE AVENUE,
 MC1547'ELYRIA, OH.  44035.  PHONE 216-458-8898.  TO REACH FROM THE JUNCTION
 MC1547'OF STATE HIGHWAYS 10 AND 301, ABOUT 5 KM (3.10 MI) SOUTH OF ELYRIA, GO
 MC1547'SOUTH ON HIGHWAY 301 FOR 0.4 KM (0.25 MI) TO BUTTERNUT RIDGE ROAD ON
 MC1547'THE LEFT.  TURN LEFT, NORTHEAST, FOR 0.8 KM (0.50 MI) TO MIDDLE AVENUE
 MC1547'ON THE LEFT.  TURN LEFT, NORTH, ON MIDDLE AVENUE FOR 1.53 KM (0.95 MI)
 MC1547'TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, EAST, FOR 0.16 KM
 MC1547'(0.10 MI) TO THE ENTRANCE TO THE AIRFIELD AT A STOP SIGN.  PASS
 MC1547'THROUGH THE GAP FOR 0.32 KM (0.20 MI) TO A CURVE IN THE TAXI AND THE
 MC1547'STATION IN A GRASS ISLAND 24 M (78.7 FT) SOUTH OF THE FOURTH METAL
 MC1547'HANGAR.  THE SURFACE DISK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE
 MC1547'POST SET FLUSH WITH THE GROUND.  IT IS 29.7 M (97.4 FT) NORTH OF THE
 MC1547'NORTH EDGE OF THE RUNWAY, 23.6 M (77.4 FT) SOUTH OF THE CENTER ONE OF
 MC1547'THREE UTILITY POLES, 10.6 M (34.8 FT) EAST OF THE TAXI CENTER, AND
 MC1547'10.6 M (34.8 FT) SOUTH OF THE CONCRETE TAXI LEADING TO A HANGAR.  THE
 MC1547'SUBSURFACE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE SET
 MC1547'1.3 M (4.3 FT) BELOW THE GROUND. DESCRIBED BY J.D.D., TYPED BY D.G.A.
 MC1547'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 MC1547
 MC1547                          STATION RECOVERY (1996)
 MC1547
 MC1547'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC1547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1549 ***********************************************************************
 MC1549  SACS        -  This is a Secondary Airport Control Station.
 MC1549  DESIGNATION -  ELYPORT AZ MK
 MC1549  PID         -  MC1549
 MC1549  STATE/COUNTY-  OH/LORAIN
 MC1549  USGS QUAD   -  GRAFTON (1979)
 MC1549
 MC1549                         *CURRENT SURVEY CONTROL
 MC1549  ___________________________________________________________________
 MC1549* NAD 83(1995)-  41 19 55.11049(N)    082 05 52.28846(W)     ADJUSTED  
 MC1549* NAVD 88     -       230.54   (meters)     756.4    (feet)  GPS OBS   
 MC1549  ___________________________________________________________________
 MC1549  X           -     659,426.288 (meters)                     COMP
 MC1549  Y           -  -4,750,924.453 (meters)                     COMP
 MC1549  Z           -   4,190,307.358 (meters)                     COMP
 MC1549  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 MC1549  ELLIP HEIGHT-         196.24  (meters)          (10/07/05) GPS OBS
 MC1549  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 MC1549
 MC1549  HORZ ORDER  -  FIRST
 MC1549  ELLP ORDER  -  THIRD     CLASS II
 MC1549
 MC1549.This mark is at Elyria Airport (1G1)
 MC1549
 MC1549.The horizontal coordinates were established by GPS observations
 MC1549.and adjusted by the National Geodetic Survey in July 1997..
 MC1549
 MC1549.The orthometric height was determined by GPS observations and a
 MC1549.high-resolution geoid model.
 MC1549
 MC1549.GPS derived orthometric heights for airport stations designated as
 MC1549.PACS or SACS are published to 2 decimal places.  This maintains
 MC1549.centimeter relative accuracy between the PACS and SACS.  It does
 MC1549.not indicate centimeter accuracy relative to other marks which are
 MC1549.part of the NAVD 88 network.
 MC1549
 MC1549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1549
 MC1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1549
 MC1549.The ellipsoidal height was determined by GPS observations
 MC1549.and is referenced to NAD 83.
 MC1549
 MC1549.The geoid height was determined by GEOID03.
 MC1549
 MC1549;                    North         East     Units Scale Factor Converg.
 MC1549;SPC OH N     -   185,004.759   633,662.157   MT  0.99994975   +0 15 51.1
 MC1549;UTM  17      - 4,576,191.822   408,132.562   MT  0.99970386   -0 43 30.4
 MC1549
 MC1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1549!SPC OH N     -   0.99996922  x   0.99994975  =   0.99991897
 MC1549!UTM  17      -   0.99996922  x   0.99970386  =   0.99967309
 MC1549
 MC1549:                Primary Azimuth Mark                     Grid Az
 MC1549:SPC OH N     -  ELYPORT                                  265 18 59.4
 MC1549:UTM  17      -  ELYPORT                                  266 18 20.9
 MC1549
 MC1549|---------------------------------------------------------------------|
 MC1549| PID    Reference Object                     Distance      Geod. Az  |
 MC1549|                                                           dddmmss.s |
 MC1549| MC1547 ELYPORT                             401.468 METERS 2653450.5 |
 MC1549|---------------------------------------------------------------------|
 MC1549
 MC1549                          SUPERSEDED SURVEY CONTROL
 MC1549
 MC1549  ELLIP H (07/02/97)  196.23   (m)                       GP(       ) 3 2
 MC1549  NAD 83(1995)-  41 19 55.11128(N)    082 05 52.28951(W) AD(       ) 3
 MC1549  NAD 83(1986)-  41 19 55.11913(N)    082 05 52.30450(W) AD(       ) 3
 MC1549  NAD 27      -  41 19 54.91900(N)    082 05 52.75179(W) AD(       ) 3
 MC1549  NGVD 29 (02/23/89)  230.7    (m)          757.     (f) GPS OBS        
 MC1549
 MC1549.Superseded values are not recommended for survey control.
 MC1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1549.See file dsdata.txt to determine how the superseded data were derived.
 MC1549
 MC1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0813376192(NAD 83)
 MC1549_MARKER: DZ = AZIMUTH MARK DISK
 MC1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1549_SP_SET: CONCRETE POST
 MC1549_STAMPING: ELYPORT 1986
 MC1549_MARK LOGO: NGS   
 MC1549_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1549+STABILITY: SURFACE MOTION
 MC1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1549+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1995
 MC1549
 MC1549  HISTORY     - Date     Condition        Report By
 MC1549  HISTORY     - 1986     MONUMENTED       NGS
 MC1549  HISTORY     - 19871020 GOOD
 MC1549  HISTORY     - 19950828 GOOD             NGS
 MC1549  HISTORY     - 19970902 MARK NOT FOUND   USPSQD
 MC1549
 MC1549                          STATION DESCRIPTION
 MC1549
 MC1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MC1549'THE STATION IS LOCATED AT THE ELYRIA AIRPORT WHICH IS ABOUT 7 MILES
 MC1549'SOUTH OF OBERLINE AND 2 MILES SOUTH OF ELYRIA. OWNERSHIP GEORGE
 MC1549'GOUSIOUS 10800 MIDDLE AVENUE, ELYRIA OHIO 44035 216 458 8898.
 MC1549'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 301 ABOUT 3 MILES
 MC1549'SOUTH OF ELYRIA.  GO SOUTH ON STATE HIGHWAY 301 FOR 0.25 MILES TO
 MC1549'BUTTERNUT RIDGE ROAD ON THE LEFT.  TURN LEFT, NORTHEAST, AND GO 0.5
 MC1549'MILES TO MIDDLE AVENUE ON THE LEFT.  TURN LEFT, NORTH, ON MIDDLE AVE
 MC1549'AND GO FOR 0.95 MILES TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 MC1549'RIGHT AND TO FOR 0.1 MILE TOT HE ENTRANCE TO THE AIRFIELD AT A STOP
 MC1549'SIGN.  PASS THROUGH GAP AND TO 0.2 MILES TO A CURVE IN TAXIWAY AND
 MC1549'STATION IN A GRASS ISLAND 24 METERS SOUTH OF FOURTH METAL HANGER.  TO
 MC1549'REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ALONG RUNWAY
 MC1549'FOR 0.25 MILE TO THE AZIMUTH ON  THE LEFT ABOUT 30 METERS EAST OF THE
 MC1549'DITCH RUNNING UNDER RUNWAY.
 MC1549'THE AZIMUTH MARKS ARE STANDARD NGS AZIMUTH DISKS STAMPED ---ELYPORT
 MC1549'1986--. THE SURFACE DISK IS SET IN THE TOP OF A 25 CM ROUND
 MC1549'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 30.0 METERS EAST OF
 MC1549'A DITCH LEADING NORTH/SOUTH, 26.0 METERS NORTHWEST OF A RUNWAY
 MC1549'LIGHT (FIRST LIGHT EAST OF DITCH),25.6 METERS NORTH OF NORTH
 MC1549'EDGE OF RUNWAY, 4.0 METERS NORTH OF A DITCH LEADING EAST/WEST AND
 MC1549'0.4 METERS SOUTH OF THE FIBERGLASS WITNESS POST.  THE SUBSURFACE
 MC1549'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 MC1549'1.3 METERS BELOW GROUND.
 MC1549'DESCRIBED BY B.L. LAMBERT. TYPED BY JAMES MALONEY 9/05/87.
 MC1549
 MC1549                          STATION RECOVERY (1987)
 MC1549
 MC1549'RECOVERED 1987
 MC1549'RECOVERED IN GOOD CONDITION.
 MC1549
 MC1549                          STATION RECOVERY (1995)
 MC1549
 MC1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MC1549'THE STATION IS LOCATED ABOUT 35 KM (21.75 MI) WEST-SOUTHWEST OF
 MC1549'CLEVELAND, 11 KM (6.85 MI) NORTHEAST OF OBERLIN, AND 3 KM (1.85 MI)
 MC1549'SOUTH OF ELYRIA.  OWNERSHIP--ANGELO GOUSICS, 10800 MIDDLE AVENUE,
 MC1549'ELYRIA, OH.  44035.  PHONE 216-458-8898.  TO REACH FROM THE JUNCTION
 MC1549'OF STATE HIGHWAYS 10 AND 301, ABOUT 5 KM (3.10 MI) SOUTH OF ELYRIA, GO
 MC1549'SOUTH ON HIGHWAY 301 FOR 0.4 KM (0.25 MI) TO BUTTERNUT RIDGE ROAD ON
 MC1549'THE LEFT.  TURN LEFT, NORTHEAST, FOR 0.8 KM (0.50 MI) TO MIDDLE AVENUE
 MC1549'ON THE LEFT.  TURN LEFT, NORTH, ON MIDDLE AVENUE FOR 1.53 KM (0.95 MI)
 MC1549'TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, EAST, FOR 0.16 KM
 MC1549'(0.10 MI) TO THE ENTRANCE TO THE AIRFIELD AT A STOP SIGN.  PASS
 MC1549'THROUGH THE GAP FOR 0.32 KM (0.20 MI) TO A CURVE IN THE TAXI AND THE
 MC1549'RUNWAY.  TURN LEFT, EAST, ALONG THE RUNWAY FOR 0.4 KM (0.25 MI) TO THE
 MC1549'STATION ON THE LEFT ABOUT 30 M (98.4 FT) EAST OF THE DITCH RUNNING
 MC1549'UNDER THE RUNWAY.  THE SURFACE DISK IS SET IN THE TOP OF A 25 CM ROUND
 MC1549'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 30.0 M (98.4 FT) EAST
 MC1549'OF A NORTH-SOUTH DITCH, 26.0 M (85.3 FT) NORTHWEST OF A RUNWAY LIGHT
 MC1549'(FIRST LIGHT EAST OF THE DITCH) , 25.6 M (84.0 FT) NORTH OF THE NORTH
 MC1549'EDGE OF THE RUNWAY, 4.0 M (13.1 FT) NORTH OF AN EAST-WEST DITCH, AND
 MC1549'0.4 M (1.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.  THE SUBSURFACE
 MC1549'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE SET 1.3 M (4.3
 MC1549'FT) BELOW THE GROUND.  DESCRIBED BY J.D.D., TYPED BY D.G.A.  THIS
 MC1549'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 MC1549
 MC1549                          STATION RECOVERY (1997)
 MC1549
 MC1549'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC1549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0029 ***********************************************************************
 MC0029  DESIGNATION -  ELYRIA
 MC0029  PID         -  MC0029
 MC0029  STATE/COUNTY-  OH/LORAIN
 MC0029  USGS QUAD   -  GRAFTON (1979)
 MC0029
 MC0029                         *CURRENT SURVEY CONTROL
 MC0029  ___________________________________________________________________
 MC0029* NAD 83(1986)-  41 22 04.     (N)    082 06 27.     (W)     SCALED    
 MC0029* NAVD 88     -       223.302  (meters)     732.62   (feet)  ADJUSTED  
 MC0029  ___________________________________________________________________
 MC0029  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 MC0029  DYNAMIC HT  -         223.212 (meters)     732.32  (feet)  COMP
 MC0029  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 MC0029
 MC0029  VERT ORDER  -  SECOND    CLASS 0
 MC0029
 MC0029.The horizontal coordinates were scaled from a topographic map and have
 MC0029.an estimated accuracy of +/- 6 seconds.
 MC0029
 MC0029.The orthometric height was determined by differential leveling
 MC0029.and adjusted by the National Geodetic Survey in June 1991..
 MC0029
 MC0029.The geoid height was determined by GEOID03.
 MC0029
 MC0029.The dynamic height is computed by dividing the NAVD 88
 MC0029.geopotential number by the normal gravity value computed on the
 MC0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0029.degrees latitude (g = 980.6199 gals.).
 MC0029
 MC0029.The modeled gravity was interpolated from observed gravity values.
 MC0029
 MC0029;                    North         East    Units  Estimated Accuracy
 MC0029;SPC OH N     -   188,980.      632,840.      MT  (+/- 180 meters Scaled)
 MC0029
 MC0029                          SUPERSEDED SURVEY CONTROL
 MC0029
 MC0029  NGVD 29 (??/??/92)  223.457  (m)          733.13   (f) ADJ UNCH    2 0
 MC0029
 MC0029.Superseded values are not recommended for survey control.
 MC0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0029.See file dsdata.txt to determine how the superseded data were derived.
 MC0029
 MC0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF073801(NAD 83)
 MC0029_MARKER: DB = BENCH MARK DISK
 MC0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0029_STAMPING: ELYRIA 1934
 MC0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0029+STABILITY: SURFACE MOTION
 MC0029
 MC0029  HISTORY     - Date     Condition        Report By
 MC0029  HISTORY     - 1934     MONUMENTED       CGS
 MC0029  HISTORY     - 1952     GOOD             NGS
 MC0029  HISTORY     - 1984     GOOD             LOCSUR
 MC0029  HISTORY     - 1987     GOOD             OHDT
 MC0029  HISTORY     - 19960902 GOOD             USPSQD
 MC0029
 MC0029                          STATION DESCRIPTION
 MC0029
 MC0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 MC0029'AT ELYRIA.
 MC0029'AT ELYRIA, LORAIN COUNTY, ON BROAD STREET, 123.5 FEET WEST OF
 MC0029'THE WEST CURB OF MIDDLE STREET, 85 FEET EAST OF THE EAST CURB
 MC0029'OF COURT STREET, 25 FEET WEST OF THE CONCRETE BASE OF A FLAG
 MC0029'POLE, AND 18.6 FEET SOUTH OF THE SOUTH CURB OF MAIN STREET.  A
 MC0029'STANDARD DISK, STAMPED ELYRIA 1934 AND SET IN THE TOP OF A
 MC0029'CONCRETE POST PROJECTING ABOUT 3-1/2 FEET ABOVE GROUND.
 MC0029
 MC0029                          STATION RECOVERY (1984)
 MC0029
 MC0029'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 MC0029'RECOVERED IN GOOD CONDITION.
 MC0029
 MC0029                          STATION RECOVERY (1987)
 MC0029
 MC0029'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0029'RECOVERED IN GOOD CONDITION.
 MC0029
 MC0029                          STATION RECOVERY (1996)
 MC0029
 MC0029'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1062 ***********************************************************************
 MC1062  DESIGNATION -  ELYRIA ATT RELAY TOWER
 MC1062  PID         -  MC1062
 MC1062  STATE/COUNTY-  OH/LORAIN
 MC1062  USGS QUAD   -  LORAIN (1979)
 MC1062
 MC1062                         *CURRENT SURVEY CONTROL
 MC1062  ___________________________________________________________________
 MC1062* NAD 83(1995)-  41 24 54.97322(N)    082 08 40.62811(W)     ADJUSTED  
 MC1062* NAVD 88     -                                                        
 MC1062  ___________________________________________________________________
 MC1062  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 MC1062  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 MC1062
 MC1062  HORZ ORDER  -  THIRD
 MC1062
 MC1062.The horizontal coordinates were established by classical geodetic methods
 MC1062.and adjusted by the National Geodetic Survey in April 1998..
 MC1062
 MC1062
 MC1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1062
 MC1062.The geoid height was determined by GEOID03.
 MC1062
 MC1062;                    North         East     Units Scale Factor Converg.
 MC1062;SPC OH N     -   194,238.113   629,710.257   MT  0.99995750   +0 14 00.5
 MC1062;UTM  17      - 4,585,489.796   404,341.713   MT  0.99971261   -0 45 26.1
 MC1062
 MC1062                          SUPERSEDED SURVEY CONTROL
 MC1062
 MC1062  NAD 83(1995)-  41 24 54.98228(N)    082 08 40.62994(W) AD(       ) 4
 MC1062  NAD 83(1986)-  41 24 54.98282(N)    082 08 40.63719(W) AD(       ) 4
 MC1062  NAD 27      -  41 24 54.79142(N)    082 08 41.08258(W) AD(       ) 3
 MC1062
 MC1062.Superseded values are not recommended for survey control.
 MC1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1062.See file dsdata.txt to determine how the superseded data were derived.
 MC1062
 MC1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0434285490(NAD 83)
 MC1062
 MC1062  HISTORY     - Date     Condition        Report By
 MC1062  HISTORY     - 1959     MONUMENTED       CGS
 MC1062
 MC1062                          STATION DESCRIPTION
 MC1062
 MC1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1062'THE STATION IS ABOUT 4 MILES NORTH-NORTHWEST OF ELYRIA, 4 MILES
 MC1062'SOUTH OF THE SHORE
 MC1062'OF LAKE ERIE AND 0.2 MILE SOUTH OF THE ONEAL SHOPPING CENTER, BETWEEN
 MC1062'LAKE AVENUE AND ELYRIA AVENUE.
 MC1062'
 MC1062'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ELYRIA
 MC1062'(USLS) TO THE
 MC1062'TANGENT CORNERS OF THE RELAY TOWER, THEN BY COMPUTATIONS A DISTANCE
 MC1062'BEING 183.65 FEET (55.978 METERS) TO
 MC1062'THE APPROXIMATE CENTER OF THE TOWER WHICH IS EAST OF STATION
 MC1062'ELYRIA.  THE TOWER IS A SQUARE CONCRETE STRUCTURE
 MC1062'ABOUT 26 FEET SQUARE AND 120 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1061 ***********************************************************************
 MC1061  DESIGNATION -  ELYRIA RESET
 MC1061  PID         -  MC1061
 MC1061  STATE/COUNTY-  OH/LORAIN
 MC1061  USGS QUAD   -  LORAIN (1979)
 MC1061
 MC1061                         *CURRENT SURVEY CONTROL
 MC1061  ___________________________________________________________________
 MC1061* NAD 83(1995)-  41 24 55.52210(N)    082 08 42.92586(W)     ADJUSTED  
 MC1061* NAVD 88     -       223.28   (+/-2cm)     732.5    (feet)  VERTCON   
 MC1061  ___________________________________________________________________
 MC1061  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 MC1061  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 MC1061
 MC1061  HORZ ORDER  -  FIRST
 MC1061  VERT ORDER  -  THIRD ? (See Below)
 MC1061
 MC1061.The horizontal coordinates were established by classical geodetic methods
 MC1061.and adjusted by the National Geodetic Survey in April 1998..
 MC1061
 MC1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1061.The vertical order pertains to the NGVD 29 superseded value.
 MC1061
 MC1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1061
 MC1061.The geoid height was determined by GEOID03.
 MC1061
 MC1061;                    North         East     Units Scale Factor Converg.
 MC1061;SPC OH N     -   194,254.828   629,656.829   MT  0.99995752   +0 13 59.0
 MC1061;UTM  17      - 4,585,507.428   404,288.595   MT  0.99971274   -0 45 27.6
 MC1061
 MC1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1061!SPC OH N     -   0.99997040  x   0.99995752  =   0.99992792
 MC1061!UTM  17      -   0.99997040  x   0.99971274  =   0.99968314
 MC1061
 MC1061|---------------------------------------------------------------------|
 MC1061| PID    Reference Object                     Distance      Geod. Az  |
 MC1061|                                                           dddmmss.s |
 MC1061| CE6023 ELYRIA RP                            27.097 METERS 01922     |
 MC1061| CE6022 ELYRIA RM 2                          20.136 METERS 10148     |
 MC1061| MC1062 ELYRIA ATT RELAY TOWER               55.984 METERS 10736     |
 MC1061| MC1108 HENRIETTA                           APPROX.15.4 KM 2375021.4 |
 MC1061| CE6021 ELYRIA RM 1                          27.643 METERS 34350     |
 MC1061|---------------------------------------------------------------------|
 MC1061
 MC1061                          SUPERSEDED SURVEY CONTROL
 MC1061
 MC1061  NAD 83(1995)-  41 24 55.53115(N)    082 08 42.92769(W) AD(       ) 1
 MC1061  NAD 83(1986)-  41 24 55.53206(N)    082 08 42.93477(W) AD(       ) 1
 MC1061  NAD 27      -  41 24 55.34014(N)    082 08 43.38023(W) AD(       ) 1
 MC1061  NGVD 29 (07/19/86)  223.45   (m)          733.1    (f) LEVELING    3  
 MC1061
 MC1061.Superseded values are not recommended for survey control.
 MC1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1061.See file dsdata.txt to determine how the superseded data were derived.
 MC1061
 MC1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0428985507(NAD 83)
 MC1061
 MC1061  HISTORY     - Date     Condition        Report By
 MC1061  HISTORY     - 1877     MONUMENTED       USLS
 MC1061  HISTORY     - 1952     SEE DESCRIPTION  CGS
 MC1061  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MC1061  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MC1061  HISTORY     - 1973     SEE DESCRIPTION  USLS
 MC1061  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MC1061
 MC1061                          STATION DESCRIPTION
 MC1061
 MC1061'DESCRIBED BY US LAKE SURVEY 1877
 MC1061'THIS STATION
 MC1061'IS SITUATED IN THE
 MC1061'NORTHWEST CORNER OF ELYRIA TOWNSHIP, LORAIN
 MC1061'COUNTY, OHIO, ABOUT 4-1/2 MILES WEST
 MC1061'OF NORTH OF THE VILLAGE OF
 MC1061'ELYRIA, ABOUT 1 MILE WEST OF THE CLEVELAND, TUSCARAWAS
 MC1061'VALLEY AND
 MC1061'WHEELING RAILROAD, AND WITHIN THE FORK OF TWO PUBLIC ROADS
 MC1061'LEADING TO CHARLESTON
 MC1061'AND NORTH AMHERST.  THE HEIGHT OF STATION
 MC1061'USED WAS 116 FEET.  THE GEODETIC POINT
 MC1061'IS MARKED IN THE USUAL
 MC1061'MANNER.  THREE STONE REFERENCE POSTS ARE SET ALONG THE
 MC1061'FENCE ON THE
 MC1061'EAST OF THE STATION AS FOLLOWS- ONE BEARING NORTH 19 DEG 44 MIN
 MC1061'EAST, DISTANT 27.1
 MC1061'METERS, ONE BEARING NORTH 86 DEG 16 MIN EAST, DISTANT
 MC1061'9.1 METERS, AND ONE BEARING SOUTH 12
 MC1061'DEG 35 MIN EAST, DISTANT 32.3
 MC1061'METERS FROM THE GEODETIC POINT.  THE HEIGHT OF GROUND
 MC1061'AT THE
 MC1061'STATION ABOVE MEAN LEVEL OF LAKE ERIE IS 182.4 FEET.
 MC1061
 MC1061                          STATION RECOVERY (1952)
 MC1061
 MC1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (FWR)
 MC1061'STATION RECOVERED IN GOOD CONDITION.  GEODETIC POINT IS MARKED BY A
 MC1061'DRILL HOLE IN THE
 MC1061'TOP OF A 6 INCH SQUARE CUT STONE MONUMENT OF THE USUAL
 MC1061'FORM, TWO FEET BELOW THE GROUND
 MC1061'SURFACE.  NOT LIKELY TO BE DISTURBED.
 MC1061'GENTLY ROLLING FARM LAND, BECOMING A SUBURBAN
 MC1061'RESIDENTIAL AREA.  SCATTERED
 MC1061'TREES.
 MC1061'
 MC1061'ONLY ONE OF THE ORINGINAL REFERENCES REMAINS IN POSITION.  IT IS A
 MC1061'SQUARE CUT STONE
 MC1061'OF THE USUAL FORM MARKED U.S. ON TOP, PROJECTING SIX
 MC1061'INCHES ABOVE GROUND IN THE
 MC1061'SOUTHWESTERLY CORNER OF A BRUSHY FENCELINE.
 MC1061'IT IS 89.0 FT. NORTHEASTERLY FROM THE
 MC1061'TRIANGULATION STATION.
 MC1061'
 MC1061'A SIMILAR CUT STONE WITH NO MARKINGS LAYS ON ITS SIDE ON TOP OF THE
 MC1061'GROUND AT THE
 MC1061'NORTH END OF A NORTH-SOUTH FENCELINE APPROXIMATELY 117 FT.
 MC1061'SOUTHWESTERLY FROM THE STATION.
 MC1061'
 MC1061'FROM THE POST OFFICE AT LORAIN, PROCEED SOUTHERLY ABOUT FOUR MILES
 MC1061'VIA OHIO ROUTE NO.
 MC1061'57 UNTIL A LARGE TELEVISION RELAY TOWER, LOCATED NEAR
 MC1061'JUNCTION OF ELYRIA AVE., AND ROUTE
 MC1061'NO. 57, IS SIGHTED.  A DRIVE-IN THEATER
 MC1061'IS ALSO IN THE VICINITY.  PROCEED TO T.V. RELAY TOWER
 MC1061'VIA DRIVEWAY, THEN 57
 MC1061'METERS NORTHWESTERLY TO STATION SITE.
 MC1061'
 MC1061'NEW REFERENCE MARKS- THE STATION IS ABOUT 300 METERS NORTH FROM LAKE
 MC1061'AVE., AND APPROXIMATELY 155
 MC1061'METERS WEST FROM ELYRIA AVE. ON CULTIVATED LAND OWNED BY MIKE
 MC1061'SAVOSI OF 2245 LAKE AVE.
 MC1061'
 MC1061'A SQUARE CONCRETE TELEVISION RELAY TOWER, APPROXIMATELY 25 FT. ON A
 MC1061'SIDE AND 100 FT. HIGH
 MC1061'STANDS SOUTHEASTERLY FROM THE STATION, THE SOUTHWEST CORNER BEING
 MC1061'56.0 METERS FROM THE STATION.
 MC1061'
 MC1061'AN OUTDOOR THEATER LIES TO THE NORTHWEST OF THE STATION, THE
 MC1061'SOUTHEAST CORNER OF WHICH
 MC1061'IS GUARDED BY A MOAT TO DISCOURAGE NONPAYING PATRONS.  THE NEAR POINT
 MC1061'OF THE MOAT IS ABOUT 28 METERS
 MC1061'NORTH FROM THE STATION.
 MC1061'
 MC1061'TWO 6 INCH DIAMETER CONCRETE PROPERTY MONUMENTS PROJECTING FOUR
 MC1061'INCHES ABOVE GROUND AND
 MC1061'MARKING THE WEST BOUNDARY OF THE T.V. RELAY TOWER PROPERTY, ONE BEING
 MC1061'106.2 FT. EASTERLY, AND THE
 MC1061'OTHER 144.5 FT. SOUTHEASTERLY FROM THE STATION.
 MC1061'
 MC1061'A TRIANGULAR-SHAPED BLAZE SIX FEET ABOVE GROUND IN A 12 INCH DIAMETER
 MC1061'BLACK CHERRY TREE IS 134
 MC1061'FT. SOUTHERLY FROM THE STATION.
 MC1061'
 MC1061'A SIX INCH DIAMETER, LEANING WOODEN FENCE POST (AT THE NORTH END OF A
 MC1061'NORTH- SOUTH FENCELINE)
 MC1061'IS 117.7 FT. SOUTHWESTERLY FROM THE STATION.
 MC1061
 MC1061                          STATION RECOVERY (1957)
 MC1061
 MC1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 MC1061'A THOROUGH SEARCH OF THE AREA WAS MADE BUT ALL THAT COULD BE FOUND
 MC1061'WAS ONE 8 INCH
 MC1061'SQUARE GRANITE STONE WITH THE LETTERS US CUT IN THE
 MC1061'TOP AND A DRILL HOLE IN THE
 MC1061'CENTER.  THIS IS PROBABLY ONE OF THE
 MC1061'REFERENCE STONES BUT THERE IS NO WAY OF
 MC1061'KNOWING WHICH OF THE THREE
 MC1061'IT IS, OR IF IT IS IN ITS ORIGINAL POSITION.  I ASSUMED IT
 MC1061'WAS THE ONE 9.1
 MC1061'METERS EAST OF THE STATION BEARING 86 DEGREES AND 16 MINUTES
 MC1061'EAST.  I DUG A DITCH 18
 MC1061'INCHES WIDE, 18 INCHES DEEP, AND ABOUT 10 FEET
 MC1061'LONG AT A DISTANCE 9.1 METERS EAST OF THE
 MC1061'ABOVE STONE, BUT FOUND NO
 MC1061'EVIDENCE OF ANY STATION OR UNDERGROUND MARK.
 MC1061
 MC1061                          STATION RECOVERY (1959)
 MC1061
 MC1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1061'THE STATION MARK AND ONE STONE REFERENCE MARK WERE RECOVERED IN
 MC1061'GOOD CONDITION.
 MC1061'THE TWO STONE REFERENCE POSTS WHICH WERE EAST AND SOUTH WERE SEARCHED
 MC1061'FOR BUT WERE NOT FOUND.  A NEW
 MC1061'STATION SURFACE MARK, AND UNDERGROUND STATION MARK, AND
 MC1061'TWO NEW REFERENCE MARKS WERE SET.  THE STATION
 MC1061'MARKS WERE SET IN THE PRECISE POSTION
 MC1061'TO RE-MARK THE ORIGINAL ESTABLISHMENT OF THE STONE STATION MARK.
 MC1061'A COMPLETE
 MC1061'DESCRIPTION FOLLOWS-
 MC1061'
 MC1061'THE STATION IS ABOUT 4 MILES NORTHWEST OF ELYRIA, 4-1/2 MILES EAST OF
 MC1061'AMHERST, 3 MILES SOUTH OF
 MC1061'LORAIN, 4 MILES SOUTH OF THE SHORE OF LAKE ERIE AND 0.2 MILE SOUTH OF
 MC1061'THE ONEAL SHOPPING CENTER, AT AN
 MC1061'A.T. AND T. RELAY TOWER, ON LAND OWNED BY MR. MIKE
 MC1061'ZVOSES.
 MC1061'
 MC1061'TO REACH THE STATION FROM THE POST OFFICE IN OBERLIN, GO NORTH ON
 MC1061'STATE HIGHWAY 58 FOR 8.6 MILES
 MC1061'TO THE CROSSROAD JUNCTION OF STATE HIGHWAY 254.  TURN RIGHT AND GO
 MC1061'EAST ON HIGHWAY 254 FOR 2.9 MILES TO
 MC1061'THE ONEAL SHOPPING CENTER ON THE LEFT.  CONTINUE ON HIGHWAY
 MC1061'254 FOR 0.4 MILE TO ELYRIA AVENUE.  TURN RIGHT
 MC1061'GO SOUTH ON ELYRIA AVENUE FOR 0.45 MILE TO
 MC1061'LAKE AVENUE.  TURN RIGHT AND GO NORTHWEST ON LAKE AVENUE FOR 0.2
 MC1061'MILE TO A DRIVEWAY ON THE RIGHT AT
 MC1061'A TWO-STORY HOUSE AND A LARGE BARN.  TURN RIGHT AND FOLLOW THE
 MC1061'DRIVEWAY, PASSING TO THE RIGHT OF
 MC1061'THE BARN, FOR 0.05 MILE, THENCE KEEP TO THE LEFT OF A ROW OF
 MC1061'TREES AND GO NORTH FOR 0.1 MILE TO THE
 MC1061'STATION.
 MC1061'
 MC1061'STATION MARKS ARE STANDARD DISKS STAMPED ELYRIA USLS 1877 1959.  THE
 MC1061'SURFACE MARK IS SET IN A SQUARE
 MC1061'CONCRETE POST WHICH IS 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 MC1061'IS 227 FEET SOUTHEAST OF A POWERLINE
 MC1061'POLE, AND 166 FEET NORTHWEST OF THE NORTHWEST CORNER
 MC1061'OF THE A.T. AND T. RELAY TOWER.  THE UNDERGROUND
 MC1061'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MC1061'36 INCHES BELOW THE SURFACE OF THE GROUND.
 MC1061'
 MC1061'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELYRIA USLS NO 1 1877
 MC1061'1959, IS SET IN A SQUARE
 MC1061'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 183 FEET EAST OF THE
 MC1061'POWERLINE POLE AND 55 FEET WEST OF
 MC1061'THE EAST-WEST TREE LINE.
 MC1061'
 MC1061'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ELYRIA USLS NO 2 1877
 MC1061'1959, IS SET IN A SQUARE
 MC1061'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 100 FEET NORTHWEST OF
 MC1061'THE NORTHWEST CORNER OF THE RELAY
 MC1061'TOWER, 99 FEET SOUTH OF THE EAST-WEST TREE LINE, AND IN AN
 MC1061'EAST-WEST FENCELINE.  A STANDARD
 MC1061'WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 MC1061'
 MC1061'THE U.S. LAKE SURVEY STONE REFERENCE MARK IS 4 BY 4 INCHES SQUARE AND
 MC1061'HAS LETTERS U S ON TOP OF
 MC1061'MARK.  IT PROJECTS 4 INCHES.  THE MARK IS IN A BRUSHY AREA AT THE
 MC1061'SOUTHWEST CORNER OF THE TREES.
 MC1061'
 MC1061'THE CONCRETE POST IS 4 INCHES IN DIAMETER AND HAS A 40 PENNY NAIL IN
 MC1061'THE TOP.  IT PROJECTS 2
 MC1061'INCHES.  THE MARK IS AT THE NORTHWEST CORNER OF THE LAWN AROUND THE
 MC1061'RELAY TOWER.
 MC1061'
 MC1061'NOTE- NO AZIMUTH MARK WAS SET.  OBSERVATIONS WERE MADE FROM A 90 FT.
 MC1061'TOWER.
 MC1061
 MC1061                          STATION RECOVERY (1973)
 MC1061
 MC1061'RECOVERY NOTE BY US LAKE SURVEY 1973 (RES)
 MC1061'RECOVERED AS DESCRIBED, LAND IS NOW OWNED AND WORKED BY THE ZVOSECZ
 MC1061'FAMILY.
 MC1061
 MC1061                          STATION RECOVERY (1974)
 MC1061
 MC1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MC1061'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 MC1061'GOOD CONDITION.
 MC1061'THE STATION WAS CHECKED TO SEE IF AN AZIMUTH MARK COULD
 MC1061'BE SET BUT NO AVAILABLE SITE COULD
 MC1061'BE FOUND.  THE DESCRIPTION IS GOOD
 MC1061'WITH THE FOLLOWING-
 MC1061'
 MC1061'THE STATION MARK IS 87 FEET SOUTH OF A WOVEN WIRE FENCE, AND 59
 MC1061'FEET WEST OF A 10
 MC1061'INCH WILD CHERRY TREE.
 MC1061'
 MC1061'REFERENCE MARK 1 IS 3 FEET NORTH OF THE FENCE AND 2 FEET EAST OF
 MC1061'A METAL WITNESS
 MC1061'POST.
 MC1061'
 MC1061'REFERENCE MARK 2 IS 1 FOOT WEST OF A FENCE AND 10 FEET SOUTH OF AN 8
 MC1061'INCH WILD CHERRY
 MC1061'TREE.
 MC1061'
 MC1061'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 MC1061'SOUTH OF LORAIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2635 ***********************************************************************
 AE2635  DESIGNATION -  ERASTUS
 AE2635  PID         -  AE2635
 AE2635  STATE/COUNTY-  OH/MERCER
 AE2635  USGS QUAD   -  ERASTUS (1980)
 AE2635
 AE2635                         *CURRENT SURVEY CONTROL
 AE2635  ___________________________________________________________________
 AE2635* NAD 83(1995)-  40 30 30.27884(N)    084 44 48.15812(W)     ADJUSTED  
 AE2635* NAVD 88     -       266.7    (meters)     875.     (feet)  GPS OBS   
 AE2635  ___________________________________________________________________
 AE2635  X           -     444,646.641 (meters)                     COMP
 AE2635  Y           -  -4,836,007.403 (meters)                     COMP
 AE2635  Z           -   4,121,221.623 (meters)                     COMP
 AE2635  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AE2635  ELLIP HEIGHT-         233.36  (meters)          (10/07/05) GPS OBS
 AE2635  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 AE2635
 AE2635  HORZ ORDER  -  FIRST
 AE2635  ELLP ORDER  -  FOURTH    CLASS I
 AE2635
 AE2635.The horizontal coordinates were established by GPS observations
 AE2635.and adjusted by the National Geodetic Survey in September 1997..
 AE2635
 AE2635.The orthometric height was determined by GPS observations and a
 AE2635.high-resolution geoid model.
 AE2635
 AE2635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2635
 AE2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2635
 AE2635.The ellipsoidal height was determined by GPS observations
 AE2635.and is referenced to NAD 83.
 AE2635
 AE2635.The geoid height was determined by GEOID03.
 AE2635
 AE2635;                    North         East     Units Scale Factor Converg.
 AE2635;SPC OH N     -    95,925.429   409,598.793   MT  0.99998646   -1 28 33.5
 AE2635;UTM  16      - 4,486,627.500   690,913.839   MT  1.00004866   +1 27 50.7
 AE2635
 AE2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2635!SPC OH N     -   0.99996339  x   0.99998646  =   0.99994985
 AE2635!UTM  16      -   0.99996339  x   1.00004866  =   1.00001205
 AE2635
 AE2635                          SUPERSEDED SURVEY CONTROL
 AE2635
 AE2635  ELLIP H (09/04/97)  233.37   (m)                       GP(       ) 4 1
 AE2635
 AE2635.Superseded values are not recommended for survey control.
 AE2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2635.See file dsdata.txt to determine how the superseded data were derived.
 AE2635
 AE2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK9091486628(NAD 83)
 AE2635_MARKER: I = METAL ROD
 AE2635_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2635_STAMPING: ERASTUS
 AE2635_MARK LOGO: OHDT  
 AE2635_PROJECTION: RECESSED 8 CENTIMETERS
 AE2635_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2635+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2635_ROD/PIPE-DEPTH:  5.5 meters
 AE2635_SLEEVE-DEPTH  :  1.1 meters
 AE2635
 AE2635  HISTORY     - Date     Condition        Report By
 AE2635  HISTORY     - 1995     MONUMENTED       OHDT
 AE2635
 AE2635                          STATION DESCRIPTION
 AE2635
 AE2635'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (KM)
 AE2635'IN THE NORTHEAST QUARTER OF SECTION 21, TOWN 6 SOUTH, RANGE 1 EAST,
 AE2635'WASHINGTON TOWNSHIP, MERCER COUNTY, IO.  TO REACH FROM THE MERCER
 AE2635'COUNTY COURT HOUSE IN CELINA, TRAVEL SOUTH ON 127 0.4 MILES (0.6 KM)
 AE2635'TO ITS INTERSECTION WITH STATE ROUTE 29, PROCEED WEST ON STATE ROUTE
 AE2635'29 9.5 MILES (15.3 KM) TO ITS INTERSECTION WITH WABASH ROAD, PROCEED
 AE2635'SOUTH ON WABASH ROAD 3 MILES (4.8 KM) TO ITS INTERSECTION WITH ST.
 AE2635'ANTHONY ROAD, PROCEED EAST ON ST.  ANTHONY ROAD I DO NO KNOW MILES.
 AE2635'THE MARK IS SOUTH OF ST.  ANTHONY ROAD, 115 FEET (35.1 M) IN A
 AE2635'SOUTHEASTERLY DIRECTION FROM THE TONWSHIP HALL, 141 FEET (43.0 M) IN A
 AE2635'SOUTHWESTERLY DIRECTION FROM A CHURCH.  THE MARK IS A STEEL ROD IN AN
 AE2635'ALUMINUM MONUMENT BOX STAMPED ERASTUS ADJACENT TO A METAL POST PLACED
 AE2635'BY THE MERCER COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1137 ***********************************************************************
 MC1137  DESIGNATION -  ERIE
 MC1137  PID         -  MC1137
 MC1137  STATE/COUNTY-  OH/ERIE
 MC1137  USGS QUAD   -  SANDUSKY (1969)
 MC1137
 MC1137                         *CURRENT SURVEY CONTROL
 MC1137  ___________________________________________________________________
 MC1137* NAD 83(1995)-  41 27 12.68627(N)    082 42 42.77595(W)     ADJUSTED  
 MC1137* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 MC1137  ___________________________________________________________________
 MC1137  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 MC1137  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC1137
 MC1137  HORZ ORDER  -  THIRD
 MC1137
 MC1137.The horizontal coordinates were established by classical geodetic methods
 MC1137.and adjusted by the National Geodetic Survey in April 1998..
 MC1137
 MC1137.The orthometric height was scaled from a topographic map.
 MC1137
 MC1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1137
 MC1137.The geoid height was determined by GEOID03.
 MC1137
 MC1137;                    North         East     Units Scale Factor Converg.
 MC1137;SPC OH N     -   198,447.450   582,296.699   MT  0.99996177   -0 08 21.1
 MC1137;UTM  17      - 4,590,518.812   357,016.795   MT  0.99985160   -1 08 00.5
 MC1137
 MC1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1137!SPC OH N     -   0.99997687  x   0.99996177  =   0.99993865
 MC1137!UTM  17      -   0.99997687  x   0.99985160  =   0.99982848
 MC1137
 MC1137|---------------------------------------------------------------------|
 MC1137| PID    Reference Object                     Distance      Geod. Az  |
 MC1137|                                                           dddmmss.s |
 MC1137| MC1138 SANDUSKY CO CTHSE CLOCK TOWER        59.597 METERS 04753     |
 MC1137| CE6026 ERIE RM 3                            25.680 METERS 05019     |
 MC1137| MC1160 SANDUSKY APEX ELEC MFG CO TANK      APPROX. 2.4 KM 0943410.3 |
 MC1137| MC1147 CEDAR PT GA BOECKLING SIL TANK      APPROX. 6.1 KM 0982127.0 |
 MC1137| MC1159 SANDUSKY RADIO STA WLEC MAST        APPROX. 2.5 KM 1231450.7 |
 MC1137| MC1161 SANDUSKY SOLDIERS SAILORS STK       APPROX. 4.6 KM 1443538.8 |
 MC1137| MC1155 SANDUSKY SOLDIERS SAILORS TANK      APPROX. 4.6 KM 1452030.6 |
 MC1137| MC1158 SANDUSKY COUNTY WATER TANK          APPROX. 4.6 KM 1554518.7 |
 MC1137| CE6024 ERIE RM 1                            26.447 METERS 15944     |
 MC1137| MC1142 SANDUSKY MUNICIPAL TANK             APPROX. 2.0 KM 1614448.5 |
 MC1137| CE6027 ERIE RM 4                            26.220 METERS 17133     |
 MC1137| MC1149 SANDUSKY GM NEW DEPARTURE TANK      APPROX. 2.7 KM 1960407.7 |
 MC1137| MC1148 SANDUSKY OHIO EDISON RAD MAST       APPROX. 2.6 KM 2092009.8 |
 MC1137| MC1143 SANDUSKY ST MARYS CHURCH SPIRE      279.056 METERS 21211     |
 MC1137| MC1216 SANDUSKY RESET                      APPROX. 5.8 KM 2132927.1 |
 MC1137| MC1154 SANDUSKY MILL CREEK MUN TANK        APPROX. 2.2 KM 2184323.6 |
 MC1137| MC1150 SANDUSKY FORD MOTOR CO TANK         APPROX. 4.6 KM 2195005.0 |
 MC1137| MC1151 SANDUSKY PHILCO RAD TV MFG TK       APPROX. 2.8 KM 2465939.7 |
 MC1137| MC1214 SANDUSKY UNION CHAIN MFG CO TK      APPROX. 3.4 KM 2531357.7 |
 MC1137| CE6025 ERIE RM 2                            29.718 METERS 25813     |
 MC1137| MC0147 597 RESET                            85.911 METERS 31133     |
 MC1137| MC1140 SANDUSKY FIRST PRESB CH SPIRE       133.416 METERS 32223     |
 MC1137|---------------------------------------------------------------------|
 MC1137
 MC1137                          SUPERSEDED SURVEY CONTROL
 MC1137
 MC1137  NAD 83(1995)-  41 27 12.68786(N)    082 42 42.78282(W) AD(       ) 3
 MC1137  NAD 83(1986)-  41 27 12.69399(N)    082 42 42.79315(W) AD(       ) 3
 MC1137  NAD 27      -  41 27 12.50692(N)    082 42 43.12677(W) AD(       ) 3
 MC1137
 MC1137.Superseded values are not recommended for survey control.
 MC1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1137.See file dsdata.txt to determine how the superseded data were derived.
 MC1137
 MC1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5701790519(NAD 83)
 MC1137_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1137
 MC1137  HISTORY     - Date     Condition        Report By
 MC1137  HISTORY     - 1956     MONUMENTED       CGS
 MC1137  HISTORY     - 1975     GOOD             NGS
 MC1137  HISTORY     - 1987     GOOD             USPSQD
 MC1137  HISTORY     - 20060716 MARK NOT FOUND   GEOCAC
 MC1137
 MC1137                          STATION DESCRIPTION
 MC1137
 MC1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1137'THE STATION IS LOCATED IN SANDUSKY AT THE SOUTHWEST CORNER OF THE
 MC1137'ERIE COUNTY COURTHOUSE.  IT IS 57 FEET
 MC1137'EAST OF THE CENTERLINE OF JACKSON STREET, 94 FEET WEST-SOUTHWEST
 MC1137'OF THE SOUTHWEST CORNER OF THE
 MC1137'ERIE COUNTY COURTHOUSE, 15 FEET EAST OF THE EAST EDGE OF
 MC1137'THE SIDEWALK AND 23 FEET SOUTH OF THE SOUTH CURB
 MC1137'OF THE COURTHOUSE PARKING LOT.  THE
 MC1137'MARK IS SET FLUSH WITH THE SURFACE AND THE DISK IS STAMPED ERIE
 MC1137'1956.
 MC1137'
 MC1137'REFERENCE MARK NO 1 IS 35 FEET NORTH OF THE CENTERLINE OF WEST ADAMS
 MC1137'STREET, 50 FEET EAST OF THE
 MC1137'CENTERLINE OF JACKSON STREET AND 1 FOOT NORTH OF THE SOUTH EDGE OF
 MC1137'THE SIDEWALK.  THE MARK IS CEMENTED IN A
 MC1137'DRILLED HOLE IN A CONCRETE SIDEWALK AND IS FLUSH WITH
 MC1137'THE SURFACE AND THE DISK IS STAMPED ERIE NO
 MC1137'1 1956.
 MC1137'
 MC1137'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE CENTERLINE OF JACKSON
 MC1137'STREET AND 6 INCHES EAST OF
 MC1137'THE WEST EDGE OF THE SIDEWALK.  THE MARK IS CEMENTED IN A DRILLED
 MC1137'HOLE IN A CONCRETE SIDEWALK AND IS
 MC1137'FLUSH WITH THE SURFACE.  THE MARK IS STAMPED ERIE NO 2 1956.
 MC1137'
 MC1137'US GEOLOGICAL SURVEY MARK IS 43 FEET WEST OF THE CENTERLINE OF
 MC1137'JACKSON STREET, AND IS LOCATED
 MC1137'AT THE SOUTH END OF THE SECOND STEP FROM THE BOTTOM OF THE US POST
 MC1137'OFFICE SANDUSKY.  THE MARK IS A
 MC1137'STANDARD USGS DISK AND IS STAMPED RESET 1940.  A TRAVERSE
 MC1137'CONNECTION WAS MADE TO THIS MARK AND THE
 MC1137'DISTANCE IS SHOWN ABOVE.
 MC1137'
 MC1137'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MC1137
 MC1137                          STATION RECOVERY (1975)
 MC1137
 MC1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MC1137'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE STEMS OF THE
 MC1137'REFERENCE MARKS WERE FOUND IN GOOD CONDITION WITH THE DISKS
 MC1137'SHEARED OFF.  RESET 1940 (USGS) WAS FOUND TO HAVE BEEN
 MC1137'DISTURBED BY REPAIR ON THE OFFICE BUILDING STEPS (STEPS
 MC1137'RESET).  THE DISTANCE TO THE STEMS CHECKED AS DID THE DIRECTION
 MC1137'BETWEEN THEM.  REFERENCE MARKS 3 AND 4 WERE SET.  A NEW
 MC1137'DESCRIPTION FOLLOWS--
 MC1137'
 MC1137'THE STATION IS LOCATED ON THE GROUNDS OF THE ERIE COUNTY
 MC1137'COURTHOUSE AT SANDUSKY, 94 FEET WEST OF THE SOUTHWEST CORNER OF
 MC1137'THE COURTHOUSE, 122 FEET NORTH OF THE CENTERLINE OF W ADAMS ST., 57
 MC1137'FEET EAST OF THE CENTERLINE OF JACKSON ST., 15 FEET EAST OF
 MC1137'THE EAST EDGE OF SIDEWALK AND 23 FEET SOUTH OF THE SOUTH CURB
 MC1137'OF COURTHOUSE PARKING LOT.  THE MONUMENT IS FLUSH AND THE DISK
 MC1137'IS STAMPED ERIE 1956.
 MC1137'
 MC1137'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ERIE 1956 NO 3
 MC1137'1975, SET IN A DRILL HOLE IN THE TOP OF CONCRETE RETAINING WALL
 MC1137'OF A FLOWER BOX AT THE SOUTHWEST CORNER OF THE COURTHOUSE, 9 FEET
 MC1137'WEST OF THE SOUTH WEST CORNER OF THE COURTHOUSE AND ABOUT 2
 MC1137'FEET ABOVE GROUND LEVEL.
 MC1137'
 MC1137'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ERIE 1956 NO 4 1975,
 MC1137'SET IN A DRILL HOLE IN THE CONCRETE EAST-WEST SIDEWALK, 39 FEET
 MC1137'NORTH OF THE CENTERLINE OF W ADAMS ST. AND 32 FEET EAST OF
 MC1137'THE CENTERLINE OF JACKSON ST.
 MC1137'
 MC1137'RESET 1940 (USGS) IS A STANDARD DISK STAMPED RESET 1940 SET IN
 MC1137'THE TOP AND SOUTH END OF THE SECOND STEP FROM THE BOTTOM OF THE
 MC1137'U.S. POST OFFICE 43 FEET WEST OF THE CENTERLINE OF JACKSON ST.
 MC1137'
 MC1137'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MC1137'
 MC1137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MC1137'AT SANDUSKY.
 MC1137
 MC1137                          STATION RECOVERY (1987)
 MC1137
 MC1137'RECOVERY NOTE BY US POWER SQUADRON 1987 (TW)
 MC1137'RECOVERED IN GOOD CONDITION.
 MC1137
 MC1137                          STATION RECOVERY (2006)
 MC1137
 MC1137'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MC1137'THE STATION AND REFERENCE MARK 3 WERE NOT FOUND. REFERENCE MARK 4 WAS
 MC1137'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1335 ***********************************************************************
 MC1335  DESIGNATION -  ERLIN
 MC1335  PID         -  MC1335
 MC1335  STATE/COUNTY-  OH/SANDUSKY
 MC1335  USGS QUAD   -  FREMONT EAST (1980)
 MC1335
 MC1335                         *CURRENT SURVEY CONTROL
 MC1335  ___________________________________________________________________
 MC1335* NAD 83(1995)-  41 21 46.61869(N)    083 02 07.98657(W)     ADJUSTED  
 MC1335* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 MC1335  ___________________________________________________________________
 MC1335  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 MC1335  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC1335
 MC1335  HORZ ORDER  -  SECOND
 MC1335
 MC1335.The horizontal coordinates were established by classical geodetic methods
 MC1335.and adjusted by the National Geodetic Survey in April 1998..
 MC1335
 MC1335.The orthometric height was scaled from a topographic map.
 MC1335
 MC1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1335
 MC1335.The geoid height was determined by GEOID03.
 MC1335
 MC1335;                    North         East     Units Scale Factor Converg.
 MC1335;SPC OH N     -   188,504.606   555,191.744   MT  0.99995239   -0 21 06.6
 MC1335;UTM  17      - 4,581,048.198   329,744.909   MT  0.99995674   -1 20 43.7
 MC1335
 MC1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1335!SPC OH N     -   0.99997641  x   0.99995239  =   0.99992880
 MC1335!UTM  17      -   0.99997641  x   0.99995674  =   0.99993315
 MC1335
 MC1335|---------------------------------------------------------------------|
 MC1335| PID    Reference Object                     Distance      Geod. Az  |
 MC1335|                                                           dddmmss.s |
 MC1335| CE6029 ERLIN RM 1                           31.052 METERS 12213     |
 MC1335| MC1235 CLYDE MUNICIPAL TANK                APPROX. 7.8 KM 1404928.0 |
 MC1335| MC1233 CLYDE WHIRLPOOL CORP WATER TK       APPROX. 7.3 KM 1435420.4 |
 MC1335| MC1237 CLYDE ST MARYS CATH CH SPIRE        APPROX. 7.9 KM 1440903.4 |
 MC1335| MC1236 CLYDE MUNICIPAL WATER PLT STK       APPROX. 8.4 KM 1464342.0 |
 MC1335| CE6030 ERLIN RM 2                           26.085 METERS 19357     |
 MC1335| MC1323 FREMONT RADIO STA WFRO E MAST       APPROX. 5.4 KM 2292411.6 |
 MC1335| MC1322 FREMONT RADIO STA WFRO W MAST       APPROX. 5.4 KM 2294726.5 |
 MC1335| MC1325 FREMONT SE MUNICIPAL TANK           APPROX. 7.6 KM 2513830.0 |
 MC1335| CE6028 ERLIN AZ MK                                        2532422.2 |
 MC1335| MC1331 FREMONT FIRST PRESB CH SPIRE        APPROX. 7.1 KM 2541620.1 |
 MC1335| MC1328 FREMONT ST JOSEPHS CH SPIRE         APPROX. 7.3 KM 2551818.3 |
 MC1335| MC1324 FREMONT POLICE RADIO MAST           APPROX. 3.8 KM 2654729.1 |
 MC1335| MC1321 FREMONT HJ HEINZ CO WATER TANK      APPROX. 4.8 KM 2664034.6 |
 MC1335|---------------------------------------------------------------------|
 MC1335
 MC1335                          SUPERSEDED SURVEY CONTROL
 MC1335
 MC1335  NAD 83(1995)-  41 21 46.62530(N)    083 02 07.99423(W) AD(       ) 2
 MC1335  NAD 83(1986)-  41 21 46.62282(N)    083 02 08.00149(W) AD(       ) 2
 MC1335  NAD 27      -  41 21 46.43273(N)    083 02 08.30313(W) AD(       ) 2
 MC1335
 MC1335.Superseded values are not recommended for survey control.
 MC1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1335.See file dsdata.txt to determine how the superseded data were derived.
 MC1335
 MC1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2974581048(NAD 83)
 MC1335_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1335
 MC1335  HISTORY     - Date     Condition        Report By
 MC1335  HISTORY     - 1956     MONUMENTED       CGS
 MC1335
 MC1335                          STATION DESCRIPTION
 MC1335
 MC1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1335'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF CLYDE AND 4 MILES
 MC1335'EAST OF FREMONT AND IN A
 MC1335'FARMYARD.  STATION IS 47 FEET NORTH OF THE APPROXIMATE CENTER OF
 MC1335'ROAD, 46 FEET SOUTH OF SOUTH SIDE OF
 MC1335'CONCRETE SILO, 36 FEET WEST OF THE APPROXIMATE CENTER OF DRIVEWAY
 MC1335'AND 11 FEET EAST OF FENCE AND WITNESS
 MC1335'POST.  THE MARK IS FLUSH WITH THE SURFACE AND
 MC1335'THE DISK IS STAMPED ERLIN 1956.
 MC1335'
 MC1335'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF
 MC1335'ROAD, 9 FEET EAST OF UTILITY POLE
 MC1335'AND 0.5 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 MC1335'THE DISK IS STAMPED ERLIN NO 1
 MC1335'1956.
 MC1335'
 MC1335'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF
 MC1335'ROAD AND 1 FOOT NORTH OF FENCE.
 MC1335'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ERLIN NO 2
 MC1335'1956.
 MC1335'
 MC1335'AZIMUTH MARK IS 29 FEET SOUTH OF THE APPROXIMATE CENTER OF ROAD, 29
 MC1335'FEET EAST OF GATE POST, 6
 MC1335'FEET EAST OF WITNESS POST AND 0.5 FOOT NORTH OF FENCE.  THE MARK
 MC1335'PROJECTS ABOUT 4 INCHES AND THE
 MC1335'DISK IS STAMPED ERLIN 1956.
 MC1335'
 MC1335'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 20, AND STATE
 MC1335'HIGHWAYS 12, 19 AND 53 IN
 MC1335'FREMONT, AT THE WEST END OF THE BRIDGE OVER THE SANDUSKY RIVER, GO
 MC1335'EASTERLY ON ROUTES 6, 12, 19 AND
 MC1335'20 FOR 0.35 MILE TO JUNCTION.  TURN LEFT ON ROUTE 6 AND 12 FOR 0.9
 MC1335'MILE TO POINT WHERE ROUTE 6 TURNS LEFT
 MC1335'AND ROUTE 12 GOES STRAIGHT AHEAD.  CONTINUE ON
 MC1335'ROUTE 12 FOR 2.8 MILES TO AZIMUTH MARK ON RIGHT OR SOUTH
 MC1335'SIDE OF ROAD AS DESCRIBED.
 MC1335'CONTINUE EAST FOR 0.55 MILE TO FARM BUILDINGS AND STATION ON LEFT OR
 MC1335'NORTH SIDE OF ROAD AS DESCRIBED.
 MC1335'
 MC1335'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1398 ***********************************************************************
 MC1398  DESIGNATION -  ERNEST
 MC1398  PID         -  MC1398
 MC1398  STATE/COUNTY-  OH/HENRY
 MC1398  USGS QUAD   -  MC CLURE (1971)
 MC1398
 MC1398                         *CURRENT SURVEY CONTROL
 MC1398  ___________________________________________________________________
 MC1398* NAD 83(1995)-  41 19 24.67162(N)    083 58 31.11398(W)     ADJUSTED  
 MC1398* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1398  ___________________________________________________________________
 MC1398  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 MC1398  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC1398
 MC1398  HORZ ORDER  -  THIRD
 MC1398
 MC1398.The horizontal coordinates were established by classical geodetic methods
 MC1398.and adjusted by the National Geodetic Survey in April 1998..
 MC1398
 MC1398.The orthometric height was scaled from a topographic map.
 MC1398
 MC1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1398
 MC1398.The geoid height was determined by GEOID03.
 MC1398
 MC1398;                    North         East     Units Scale Factor Converg.
 MC1398;SPC OH N     -   185,032.772   476,495.661   MT  0.99994908   -0 58 09.1
 MC1398;UTM  17      - 4,578,943.172   250,984.928   MT  1.00036320   -1 57 56.3
 MC1398;UTM  16      - 4,579,086.210   753,148.461   MT  1.00038875   +1 59 53.9
 MC1398
 MC1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1398!SPC OH N     -   0.99997296  x   0.99994908  =   0.99992204
 MC1398!UTM  17      -   0.99997296  x   1.00036320  =   1.00033615
 MC1398!UTM  16      -   0.99997296  x   1.00038875  =   1.00036170
 MC1398
 MC1398:                Primary Azimuth Mark                     Grid Az
 MC1398:SPC OH N     -  WILLIAM                                  226 28 47.7
 MC1398:UTM  17      -  WILLIAM                                  227 28 34.9
 MC1398:UTM  16      -  WILLIAM                                  223 30 44.7
 MC1398
 MC1398|---------------------------------------------------------------------|
 MC1398| PID    Reference Object                     Distance      Geod. Az  |
 MC1398|                                                           dddmmss.s |
 MC1398| MC1396 WILLIAM                             APPROX. 0.6 KM 2253038.6 |
 MC1398| MC1451 LAURA                               397.603 METERS 26948     |
 MC1398|---------------------------------------------------------------------|
 MC1398
 MC1398                          SUPERSEDED SURVEY CONTROL
 MC1398
 MC1398  NAD 83(1995)-  41 19 24.67994(N)    083 58 31.11828(W) AD(       ) 3
 MC1398  NAD 83(1986)-  41 19 24.68201(N)    083 58 31.12377(W) AD(       ) 3
 MC1398  NAD 27      -  41 19 24.49700(N)    083 58 31.32300(W) AD(       ) 3
 MC1398
 MC1398.Superseded values are not recommended for survey control.
 MC1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1398.See file dsdata.txt to determine how the superseded data were derived.
 MC1398
 MC1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5098578943(NAD 83)
 MC1398_MARKER: DS = TRIANGULATION STATION DISK
 MC1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1398_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1398+STABILITY: SURFACE MOTION
 MC1398
 MC1398  HISTORY     - Date     Condition        Report By
 MC1398  HISTORY     - 1947     MONUMENTED       CGS
 MC1398  HISTORY     - 1963     GOOD             CGS
 MC1398
 MC1398                          STATION DESCRIPTION
 MC1398
 MC1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1398'THE STATION IS 1-3/4 MILES NORTH AND 1-3/4 MILES WEST OF WESTHOPE IN
 MC1398'SEC. 8, RICHFIELD
 MC1398'TOWNSHIP, ON THE ERNEST MEIENBERG FARM, AT A FENCE CORNER
 MC1398'ALONG THE NORTH AND EAST
 MC1398'PROPERTY LINES.  IT IS 1.0 M. WEST OF THE NS
 MC1398'FENCE AND 0.8 M. SOUTH OF THE EW FENCE.
 MC1398'
 MC1398'STATION IS 201.4 METERS E OF THE POINT OF INTERSECTION OF NS FENCE
 MC1398'AND EW FENCE OF MEIENBERG FARM.
 MC1398'
 MC1398'A STANDARD DISK STAMPED ERNEST 1947 SET IN THE TOP OF A CONCRETE
 MC1398'MONUMENT ABOUT 12
 MC1398'BY 12 INCHES AND EMBEDDED SO THAT THE TOP IS FLUSH
 MC1398'WITH THE GROUND SURFACE.
 MC1398
 MC1398                          STATION RECOVERY (1963)
 MC1398
 MC1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1398'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1398'EXCEPTIONS--ALL THE FENCES ARE GONE, THE STATION IS 2.4 METERS WEST
 MC1398'OF A FENCE CORNER POST, THE NORTH-SOUTH CULTIVATED LINE IS GONE AND
 MC1398'THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA TARGET 7
 MC1398'FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3239 ***********************************************************************
 KY3239  DESIGNATION -  ESTERLY
 KY3239  PID         -  KY3239
 KY3239  STATE/COUNTY-  OH/MAHONING
 KY3239  USGS QUAD   -  NEW MIDDLETOWN (1988)
 KY3239
 KY3239                         *CURRENT SURVEY CONTROL
 KY3239  ___________________________________________________________________
 KY3239* NAD 83(1995)-  40 56 29.43691(N)    080 36 55.36135(W)     ADJUSTED  
 KY3239* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 KY3239  ___________________________________________________________________
 KY3239  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 KY3239  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KY3239
 KY3239  HORZ ORDER  -  FIRST
 KY3239
 KY3239.The horizontal coordinates were established by classical geodetic methods
 KY3239.and adjusted by the National Geodetic Survey in April 1998..
 KY3239
 KY3239.The orthometric height was scaled from a topographic map.
 KY3239
 KY3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3239
 KY3239.The geoid height was determined by GEOID03.
 KY3239
 KY3239;                    North         East     Units Scale Factor Converg.
 KY3239;SPC OH N     -   143,280.531   758,681.470   MT  0.99994155   +1 14 17.2
 KY3239;SPC PA S     -   182,483.000   358,751.155   MT  0.99999614   -1 51 32.5
 KY3239;SPC PA S     -   598,696.31  1,177,002.75   sFT  0.99999614   -1 51 32.5
 KY3239;UTM  17      - 4,532,335.388   532,375.899   MT  0.99961290   +0 15 07.3
 KY3239
 KY3239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3239!SPC OH N     -   0.99994592  x   0.99994155  =   0.99988748
 KY3239!SPC PA S     -   0.99994592  x   0.99999614  =   0.99994206
 KY3239!UTM  17      -   0.99994592  x   0.99961290  =   0.99955884
 KY3239
 KY3239|---------------------------------------------------------------------|
 KY3239| PID    Reference Object                     Distance      Geod. Az  |
 KY3239|                                                           dddmmss.s |
 KY3239| CX4449 ESTERLY RM 1                         57.219 METERS 00821     |
 KY3239| CX4448 ESTERLY AZ MK                                      1741932.5 |
 KY3239| CX4450 ESTERLY RM 2                         30.212 METERS 27534     |
 KY3239|---------------------------------------------------------------------|
 KY3239
 KY3239                          SUPERSEDED SURVEY CONTROL
 KY3239
 KY3239  NAD 83(1986)-  40 56 29.44192(N)    080 36 55.36650(W) AD(       ) 1
 KY3239  NAD 27      -  40 56 29.22200(N)    080 36 56.10400(W) AD(       ) 1
 KY3239
 KY3239.Superseded values are not recommended for survey control.
 KY3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3239.See file dsdata.txt to determine how the superseded data were derived.
 KY3239
 KY3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3237632335(NAD 83)
 KY3239_MARKER: DS = TRIANGULATION STATION DISK
 KY3239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3239
 KY3239  HISTORY     - Date     Condition        Report By
 KY3239  HISTORY     - 1949     MONUMENTED       CGS
 KY3239
 KY3239                          STATION DESCRIPTION
 KY3239
 KY3239'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (PLB)
 KY3239'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF NEW MIDDLETON, 2
 KY3239'MILES EAST OF NORTH LIMA, 2 MILES NORTH OF NEW SPRINGFIELD AND ON
 KY3239'THE PROPERTY OF MR. LLOYD HEAVER.  THE MARK IS ABOUT 100 FEET
 KY3239'NORTHWEST OF THE NORTHWEST CORNER OF THE RESIDENCE AND NEAR THE
 KY3239'SOUTHERN EDGE OF A GARDEN PLOT.  IT IS 25 FEET WEST OF AN APPLE
 KY3239'TREE, 25 FEET EAST OF A PEAR TREE, 27 FEET NORTH OF THE DRIVEWAY
 KY3239'AND 9.5 FEET NORTH OF A GRAPE ARBOR.  IT IS ABOUT 16
 KY3239'INCHES BELOW THE SURFACE AND IS STAMPED ESTERLY 1949.  THE MARK IS
 KY3239'11.2 FEET NORTH NORTHEAST OF A WHITE WITNESS POST.
 KY3239'
 KY3239'REFERENCE MARK NO. 1 IS 12 FEET SOUTH OF A DRIVEWAY LEADING TO A
 KY3239'SMALL HOUSE, 2 FEET SOUTHEAST OF POWER POLE NO 214-65 AND 1 FOOT
 KY3239'SOUTH OF AN EAST-WEST FENCELINE.  THE MARK IS ABOUT 8 FEET BELOW
 KY3239'STATION ELEVATION AND IS STAMPED ESTERLY NO 1 1949.
 KY3239'
 KY3239'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF THE NORTHEAST CORNER OF AN
 KY3239'IMPLEMENT SHED AND ABOUT 4 FEET LOWER THAN THE STATION.  THE MARK
 KY3239'PROJECTS 4 INCHES ABOVE THE SURFACE AND IS STAMPED ESTERLY NO
 KY3239'1949.
 KY3239'
 KY3239'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 1 FOOT SQUARE
 KY3239'CONCRETE POST FLUSH WITH THE SURFACE.  IT IS 24 FEET WEST OF THE
 KY3239'CENTERLINE OF THE POLAND-NEW SPRINGFIELD ROAD, 9 FEET WEST OF A
 KY3239'DRAINAGE DITCH, 4 FEET NORTHWEST OF A WHITE WITNESS POST AND 1-1/2
 KY3239'FEET NORTH OF A POWER POLE.  THE MARK IS STAMPED ESTERLY 1949.
 KY3239'
 KY3239'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES NO 165 AND
 KY3239'NO 7 IN NORTH LIMA, GO EAST OF STATE ROUTE NO 165 FOR 1.2 MILE TO
 KY3239'JUNCTION WITH STATE ROUTE NO 626, CONTINUE AHEAD ON NO 165 FOR 1.1
 KY3239'MILE TO A CROSSROAD THENCE TURN RIGHT, GOING 0.1 MILE TO THE
 KY3239'HEAVER RESIDENCE AND THE MARK AS DESCRIBED.
 KY3239'
 KY3239'TO REACH THE AZIMUTH FROM THE HEAVER DRIVEWAY, GO SOUTH FOR 1/4
 KY3239'MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5716 ***********************************************************************
 AJ5716  DESIGNATION -  ET 27 WCE
 AJ5716  PID         -  AJ5716
 AJ5716  STATE/COUNTY-  OH/HIGHLAND
 AJ5716  USGS QUAD   -  RAINSBORO (1979)
 AJ5716
 AJ5716                         *CURRENT SURVEY CONTROL
 AJ5716  ___________________________________________________________________
 AJ5716* NAD 83(1995)-  39 14 26.01378(N)    083 29 48.34697(W)     ADJUSTED  
 AJ5716* NAVD 88     -       320.5    (meters)    1052.     (feet)  GPS OBS   
 AJ5716  ___________________________________________________________________
 AJ5716  X           -     560,259.985 (meters)                     COMP
 AJ5716  Y           -  -4,914,870.065 (meters)                     COMP
 AJ5716  Z           -   4,013,218.443 (meters)                     COMP
 AJ5716  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AJ5716  ELLIP HEIGHT-         287.74  (meters)          (10/07/05) GPS OBS
 AJ5716  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 AJ5716
 AJ5716  HORZ ORDER  -  FIRST
 AJ5716  ELLP ORDER  -  FOURTH    CLASS I
 AJ5716
 AJ5716.The horizontal coordinates were established by GPS observations
 AJ5716.and adjusted by the National Geodetic Survey in September 2001..
 AJ5716
 AJ5716.The orthometric height was determined by GPS observations and a
 AJ5716.high-resolution geoid model.
 AJ5716
 AJ5716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5716
 AJ5716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5716
 AJ5716.The ellipsoidal height was determined by GPS observations
 AJ5716.and is referenced to NAD 83.
 AJ5716
 AJ5716.The geoid height was determined by GEOID03.
 AJ5716
 AJ5716;                    North         East     Units Scale Factor Converg.
 AJ5716;SPC OH S     -   138,193.227   513,954.137   MT  0.99993904   -0 37 56.9
 AJ5716;UTM  17      - 4,346,443.221   284,521.134   MT  1.00017173   -1 34 48.0
 AJ5716
 AJ5716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5716!SPC OH S     -   0.99995486  x   0.99993904  =   0.99989390
 AJ5716!UTM  17      -   0.99995486  x   1.00017173  =   1.00012658
 AJ5716
 AJ5716|---------------------------------------------------------------------|
 AJ5716| PID    Reference Object                     Distance      Geod. Az  |
 AJ5716|                                                           dddmmss.s |
 AJ5716| AJ5717 HIG015A                             340.053 METERS 25225     |
 AJ5716|---------------------------------------------------------------------|
 AJ5716
 AJ5716                          SUPERSEDED SURVEY CONTROL
 AJ5716
 AJ5716  ELLIP H (09/15/01)  287.75   (m)                       GP(       ) 4 1
 AJ5716
 AJ5716.Superseded values are not recommended for survey control.
 AJ5716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5716.See file dsdata.txt to determine how the superseded data were derived.
 AJ5716
 AJ5716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8452146443(NAD 83)
 AJ5716_MARKER: DB = BENCH MARK DISK
 AJ5716_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AJ5716_STAMPING: ET 27 WCE 1959
 AJ5716_MARK LOGO: USGS  
 AJ5716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5716+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2001
 AJ5716
 AJ5716  HISTORY     - Date     Condition        Report By
 AJ5716  HISTORY     - 1959     MONUMENTED       USGS
 AJ5716  HISTORY     - 20010701 GOOD             WOOLPT
 AJ5716
 AJ5716                          STATION DESCRIPTION
 AJ5716
 AJ5716'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5716'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5716'APPROXIMATELY 7.0 MI NORTHEAST OF HILLSBORO, 24.0 MI SOUTHEAST OF
 AJ5716'WILMINGTON, AND 10.0 MI SOUTHWEST OF GREENFIELD.
 AJ5716' 
 AJ5716'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 62 IN
 AJ5716'HILLSBORO AT THE COURTHOUSE, GO EAST ALONG SR 50 FOR 7.0 MI TO
 AJ5716'OVERMAN RD, TURN LEFT AND GO NORTH ALONG OVERMAN RD FOR 1.85 MI
 AJ5716'TO PETERSBURG RD, TURN LEFT AND GO SOUTHWEST ALONG PETERSBURG
 AJ5716'RD FOR 0.5 MI TO THE STATION ON THE LEFT AT THE INTERSECTION WITH
 AJ5716'RITTENHOUSE RD.
 AJ5716' 
 AJ5716'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5716'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG015 2001 AND
 AJ5716'IS FLUSH WITH THE GROUND. THE STATION IS 19.9 FT SOUTH OF THE
 AJ5716'CENTERLINE OF PETERSBURG RD, 19.2 FT NORTH OF THE EAST GATE POST,
 AJ5716'23.4 FT NORTHEAST OF THE WEST GATE POST, AND 1.8 FT SOUTHWEST OF A
 AJ5716'CARSONITE WITNESS POST.
 AJ5716' 
 AJ5716'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7682 ***********************************************************************
 AH7682  DESIGNATION -  ETNA TWP 1
 AH7682  PID         -  AH7682
 AH7682  STATE/COUNTY-  OH/LICKING
 AH7682  USGS QUAD   -  REYNOLDSBURG (1994)
 AH7682
 AH7682                         *CURRENT SURVEY CONTROL
 AH7682  ___________________________________________________________________
 AH7682* NAD 83(1995)-  39 58 17.66418(N)    082 46 12.42928(W)     ADJUSTED  
 AH7682* NAVD 88     -       312.3    (meters)    1025.     (feet)  GPS OBS   
 AH7682  ___________________________________________________________________
 AH7682  X           -     616,032.387 (meters)                     COMP
 AH7682  Y           -  -4,856,030.344 (meters)                     COMP
 AH7682  Z           -   4,075,745.929 (meters)                     COMP
 AH7682  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AH7682  ELLIP HEIGHT-         278.25  (meters)          (10/07/05) GPS OBS
 AH7682  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 AH7682
 AH7682  HORZ ORDER  -  FIRST
 AH7682  ELLP ORDER  -  FOURTH    CLASS II
 AH7682
 AH7682.The horizontal coordinates were established by GPS observations
 AH7682.and adjusted by the National Geodetic Survey in February 1999..
 AH7682
 AH7682.The orthometric height was determined by GPS observations and a
 AH7682.high-resolution geoid model.
 AH7682
 AH7682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7682
 AH7682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7682
 AH7682.The ellipsoidal height was determined by GPS observations
 AH7682.and is referenced to NAD 83.
 AH7682
 AH7682.The geoid height was determined by GEOID03.
 AH7682
 AH7682;                    North         East     Units Scale Factor Converg.
 AH7682;SPC OH S     -   218,911.124   576,924.217   MT  0.99998837   -0 10 17.0
 AH7682;UTM  17      - 4,426,102.470   348,836.265   MT  0.99988131   -1 08 14.5
 AH7682
 AH7682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7682!SPC OH S     -   0.99995635  x   0.99998837  =   0.99994472
 AH7682!UTM  17      -   0.99995635  x   0.99988131  =   0.99983767
 AH7682
 AH7682                          SUPERSEDED SURVEY CONTROL
 AH7682
 AH7682  ELLIP H (02/25/99)  278.28   (m)                       GP(       ) 4 2
 AH7682
 AH7682.Superseded values are not recommended for survey control.
 AH7682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7682.See file dsdata.txt to determine how the superseded data were derived.
 AH7682
 AH7682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4883626102(NAD 83)
 AH7682_MARKER: DD = SURVEY DISK
 AH7682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7682_STAMPING: ETNA TWP 1 1998
 AH7682_MARK LOGO: OH-089
 AH7682_PROJECTION: FLUSH
 AH7682_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7682+STABILITY: SURFACE MOTION
 AH7682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7682+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7682
 AH7682  HISTORY     - Date     Condition        Report By
 AH7682  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7682
 AH7682                          STATION DESCRIPTION
 AH7682
 AH7682'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7682'THE STATION IS LOCATED IN THE CITY OF PATASKALA IN LICKING COUNTY,
 AH7682'OHIO ABOUT 4.5 MILES (7.2 KM) NORTHWEST OF THE TOWN OF ETNA.  TO REACH
 AH7682'THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7682'HAZELTON-ETNA ROAD (SR 310) IN ETNA PROCEED WEST ALONG NATIONAL ROAD
 AH7682'(US 40) APPROXIMATELY OF 4.8 MILES (7.7 KM) TO ITS INTERSECTION WITH
 AH7682'TAYLOR ROAD (T-169) .  TURN RIGHT AND PROCEED NORTH ALONG TAYLOR ROAD
 AH7682'(T-169) A DISTANCE OF 1.2 MILES (1.9 KM) TO THE STATION ON THE RIGHT
 AH7682'NEAR TAYLOR ROAD ELEMENTARY SCHOOL.  THE STATION IS A STANDARD 3 1/4
 AH7682'INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7682'MONUMENT ONE INCH BELOW THE GROUND SURFACE AND STAMPED ETNA TWP 1
 AH7682'1998.  THE STATION IS 19.4 FEET (5.9 M) AZIMUTH 350 DEGREES TO A
 AH7682'CHILDREN CROSSING SIGN, 36.5 FEET (11.1 M) AZIMUTH 45 DEGREES TO A
 AH7682'CHILDRENS WORLD SIGN, 17.6 FEET (5.4 M) AZIMUTH 135 DEGREES TO A
 AH7682'TELEPHONE JUNCTION BOX WITH THE NUMBER SF8295 AND 1.0 FEET (0.3 M)
 AH7682'EAST FROM THE EDGE OF THE PAVEMENT OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7683 ***********************************************************************
 AH7683  DESIGNATION -  ETNA TWP 2
 AH7683  PID         -  AH7683
 AH7683  STATE/COUNTY-  OH/LICKING
 AH7683  USGS QUAD   -  PATASKALA (1992)
 AH7683
 AH7683                         *CURRENT SURVEY CONTROL
 AH7683  ___________________________________________________________________
 AH7683* NAD 83(1995)-  39 58 13.45045(N)    082 43 44.83637(W)     ADJUSTED  
 AH7683* NAVD 88     -       326.1    (meters)    1070.     (feet)  GPS OBS   
 AH7683  ___________________________________________________________________
 AH7683  X           -     619,518.872 (meters)                     COMP
 AH7683  Y           -  -4,855,681.633 (meters)                     COMP
 AH7683  Z           -   4,075,655.209 (meters)                     COMP
 AH7683  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AH7683  ELLIP HEIGHT-         292.08  (meters)          (10/07/05) GPS OBS
 AH7683  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 AH7683
 AH7683  HORZ ORDER  -  FIRST
 AH7683  ELLP ORDER  -  FOURTH    CLASS II
 AH7683
 AH7683.The horizontal coordinates were established by GPS observations
 AH7683.and adjusted by the National Geodetic Survey in February 1999..
 AH7683
 AH7683.The orthometric height was determined by GPS observations and a
 AH7683.high-resolution geoid model.
 AH7683
 AH7683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7683
 AH7683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7683
 AH7683.The ellipsoidal height was determined by GPS observations
 AH7683.and is referenced to NAD 83.
 AH7683
 AH7683.The geoid height was determined by GEOID03.
 AH7683
 AH7683;                    North         East     Units Scale Factor Converg.
 AH7683;SPC OH S     -   218,771.481   580,426.264   MT  0.99998816   -0 08 43.4
 AH7683;UTM  17      - 4,425,903.841   352,335.064   MT  0.99986844   -1 06 39.5
 AH7683
 AH7683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7683!SPC OH S     -   0.99995418  x   0.99998816  =   0.99994234
 AH7683!UTM  17      -   0.99995418  x   0.99986844  =   0.99982263
 AH7683
 AH7683                          SUPERSEDED SURVEY CONTROL
 AH7683
 AH7683  ELLIP H (02/25/99)  292.10   (m)                       GP(       ) 4 2
 AH7683
 AH7683.Superseded values are not recommended for survey control.
 AH7683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7683.See file dsdata.txt to determine how the superseded data were derived.
 AH7683
 AH7683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE5233525904(NAD 83)
 AH7683_MARKER: DD = SURVEY DISK
 AH7683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7683_STAMPING: ETNA TWP 2 1998
 AH7683_MARK LOGO: OH-089
 AH7683_PROJECTION: FLUSH
 AH7683_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7683+STABILITY: SURFACE MOTION
 AH7683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7683+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7683
 AH7683  HISTORY     - Date     Condition        Report By
 AH7683  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7683
 AH7683                          STATION DESCRIPTION
 AH7683
 AH7683'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7683'THE STATION IS LOCATED IN ETNA TOWNSHIP IN LICKING COUNTY, OHIO ABOUT
 AH7683'2.5 MILES (4.0 KM) NORTHWEST OF THE TOWN OF ETNA.  TO REACH THE
 AH7683'STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7683'HAZELTON-ETNA ROAD (SR 310) IN ETNA PROCEED WEST ALONG NATIONAL ROAD
 AH7683'(US 40) APPROXIMATELY 2.5 MILES (4.0 KM) TO ITS INTERSECTION WITH MINK
 AH7683'STREET (CR 41) .  TURN RIGHT AND PROCEED NORTH ALONG MINK STREET (CR
 AH7683'41) TO THE STATION ON THE LEFT.  THE STATION IS APPROXIMATELY 0.3 MILE
 AH7683'(0.5 KM) SOUTH OF REFUGEE ROAD (T-30) .  THE STATION IS A STANDARD 3
 AH7683'1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7683'MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED ETNA TWP 2 1998.
 AH7683'THE STATION IS 29.9 FEET (9.1 M) AZIMUTH 191 DEGREES TO MAG NAIL IN
 AH7683'THE EAST SIDE OF UTILITY POLE WITH THE NUMBER X1935742 Y717720, 25.8
 AH7683'FEET (7.9 M) WEST FROM THE CENTERLINE OF MINK STREET, AND
 AH7683'APPROXIMATELY 220 FEET (67.1 M) SOUTHWEST FROM AN EMPERIAL ROAD/PRINCE
 AH7683'ROAD SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7684 ***********************************************************************
 AH7684  DESIGNATION -  ETNA TWP 3
 AH7684  PID         -  AH7684
 AH7684  STATE/COUNTY-  OH/LICKING
 AH7684  USGS QUAD   -  PATASKALA (1992)
 AH7684
 AH7684                         *CURRENT SURVEY CONTROL
 AH7684  ___________________________________________________________________
 AH7684* NAD 83(1995)-  39 57 33.14649(N)    082 40 56.18112(W)     ADJUSTED  
 AH7684* NAVD 88     -       320.6    (meters)    1052.     (feet)  GPS OBS   
 AH7684  ___________________________________________________________________
 AH7684  X           -     623,590.147 (meters)                     COMP
 AH7684  Y           -  -4,855,961.251 (meters)                     COMP
 AH7684  Z           -   4,074,698.877 (meters)                     COMP
 AH7684  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AH7684  ELLIP HEIGHT-         286.57  (meters)          (10/07/05) GPS OBS
 AH7684  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 AH7684
 AH7684  HORZ ORDER  -  FIRST
 AH7684  ELLP ORDER  -  FOURTH    CLASS II
 AH7684
 AH7684.The horizontal coordinates were established by GPS observations
 AH7684.and adjusted by the National Geodetic Survey in February 1999..
 AH7684
 AH7684.The orthometric height was determined by GPS observations and a
 AH7684.high-resolution geoid model.
 AH7684
 AH7684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7684
 AH7684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7684
 AH7684.The ellipsoidal height was determined by GPS observations
 AH7684.and is referenced to NAD 83.
 AH7684
 AH7684.The geoid height was determined by GEOID03.
 AH7684
 AH7684;                    North         East     Units Scale Factor Converg.
 AH7684;SPC OH S     -   217,519.297   584,426.013   MT  0.99998618   -0 06 56.4
 AH7684;UTM  17      - 4,424,584.619   356,312.650   MT  0.99985417   -1 04 50.2
 AH7684
 AH7684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7684!SPC OH S     -   0.99995505  x   0.99998618  =   0.99994123
 AH7684!UTM  17      -   0.99995505  x   0.99985417  =   0.99980922
 AH7684
 AH7684                          SUPERSEDED SURVEY CONTROL
 AH7684
 AH7684  ELLIP H (02/25/99)  286.60   (m)                       GP(       ) 4 2
 AH7684
 AH7684.Superseded values are not recommended for survey control.
 AH7684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7684.See file dsdata.txt to determine how the superseded data were derived.
 AH7684
 AH7684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE5631324585(NAD 83)
 AH7684_MARKER: DD = SURVEY DISK
 AH7684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7684_STAMPING: ETNA TWP 3 1998
 AH7684_MARK LOGO: OH-089
 AH7684_PROJECTION: FLUSH
 AH7684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7684+STABILITY: SURFACE MOTION
 AH7684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7684+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7684
 AH7684  HISTORY     - Date     Condition        Report By
 AH7684  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7684
 AH7684                          STATION DESCRIPTION
 AH7684
 AH7684'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7684'THE STATION IS LOCATED IN ETNA TOWNSHIP IN LICKING COUNTY, OHIO IN THE
 AH7684'TOWN OF ETNA.  THE STATION IS IN THE NORTHEAST CORNER OF THE
 AH7684'INTERSECTION OF NATIONAL ROAD (US 40) AND HAZELTON-ETNA ROAD (SR 310)
 AH7684'.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET
 AH7684'IN A POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND
 AH7684'SURFACE AND STAMPED ETNA TWP 3 1998.  THE STATION IS 39.0 FEET (11.9
 AH7684'M) AZIMUTH 290 DEGREES TO THE EAST BOLT OF A TRAFFIC LIGHT POLE, 88.6
 AH7684'FEET (27.0 M) AZIMUTH 322 DEGREES TO A MAGNAIL IN THE SOUTH SIDE OF A
 AH7684'UTILITY POLE WITH THE NUMBER 128FV13-508 80, 87.6 FEET (26.7 M)
 AH7684'AZIMUTH 79 DEGREES TO A TELEPHONE PEDESTAL, AND 70.4 FEET (21.5 M)
 AH7684'NORTH FROM THE CENTERLINE OF NATIONAL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7685 ***********************************************************************
 AH7685  DESIGNATION -  ETNA TWP 4
 AH7685  PID         -  AH7685
 AH7685  STATE/COUNTY-  OH/LICKING
 AH7685  USGS QUAD   -  PATASKALA (1992)
 AH7685
 AH7685                         *CURRENT SURVEY CONTROL
 AH7685  ___________________________________________________________________
 AH7685* NAD 83(1995)-  39 57 29.23185(N)    082 38 48.97650(W)     ADJUSTED  
 AH7685* NAVD 88     -       308.1    (meters)    1011.     (feet)  GPS OBS   
 AH7685  ___________________________________________________________________
 AH7685  X           -     626,593.422 (meters)                     COMP
 AH7685  Y           -  -4,855,643.146 (meters)                     COMP
 AH7685  Z           -   4,074,598.285 (meters)                     COMP
 AH7685  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AH7685  ELLIP HEIGHT-         274.05  (meters)          (10/07/05) GPS OBS
 AH7685  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 AH7685
 AH7685  HORZ ORDER  -  FIRST
 AH7685  ELLP ORDER  -  FOURTH    CLASS II
 AH7685
 AH7685.The horizontal coordinates were established by GPS observations
 AH7685.and adjusted by the National Geodetic Survey in February 1999..
 AH7685
 AH7685.The orthometric height was determined by GPS observations and a
 AH7685.high-resolution geoid model.
 AH7685
 AH7685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7685
 AH7685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7685
 AH7685.The ellipsoidal height was determined by GPS observations
 AH7685.and is referenced to NAD 83.
 AH7685
 AH7685.The geoid height was determined by GEOID03.
 AH7685
 AH7685;                    North         East     Units Scale Factor Converg.
 AH7685;SPC OH S     -   217,393.057   587,444.924   MT  0.99998599   -0 05 35.6
 AH7685;UTM  17      - 4,424,407.589   359,328.593   MT  0.99984361   -1 03 28.4
 AH7685
 AH7685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7685!SPC OH S     -   0.99995701  x   0.99998599  =   0.99994300
 AH7685!UTM  17      -   0.99995701  x   0.99984361  =   0.99980063
 AH7685
 AH7685                          SUPERSEDED SURVEY CONTROL
 AH7685
 AH7685  ELLIP H (02/25/99)  274.08   (m)                       GP(       ) 4 2
 AH7685
 AH7685.Superseded values are not recommended for survey control.
 AH7685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7685.See file dsdata.txt to determine how the superseded data were derived.
 AH7685
 AH7685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE5932924408(NAD 83)
 AH7685_MARKER: DD = SURVEY DISK
 AH7685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7685_STAMPING: ETNA TWP 4 1998
 AH7685_MARK LOGO: OH-089
 AH7685_PROJECTION: FLUSH
 AH7685_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7685+STABILITY: SURFACE MOTION
 AH7685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7685+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7685
 AH7685  HISTORY     - Date     Condition        Report By
 AH7685  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7685
 AH7685                          STATION DESCRIPTION
 AH7685
 AH7685'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7685'THE STATION IS LOCATED IN ETNA TOWNSHIP IN LICKING COUNTY, OHIO ABOUT
 AH7685'2.0 MILES (3.2 KM) EAST OF THE TOWN OF ETNA.  TO REACH THE STATION
 AH7685'FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND HAZELTON-ETNA ROAD
 AH7685'(SR 310) IN ETNA PROCEED EAST ALONG NATIONAL ROAD (US 40) A DISTANCE
 AH7685'OF 1.9 MILES (3.1 KM) TO ITS INTERSECTION WITH WATKINS ROAD (CR 42) .
 AH7685'TURN LEFT AND THE STATION ON THE RIGHT IN THE NORTHEAST CORNER OF THE
 AH7685'INTERSECTION.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY
 AH7685'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE
 AH7685'GROUND SURFACE AND STAMPED ETNA TWP 4 1998.  THE STATION IS 23.1 FEET
 AH7685'(7.0 M) AZIMUTH 140 DEGREES TO A MAG NAIL IN THE NORTH EDGE OF
 AH7685'PAVEMENT TO US 40, 23.2 FEET (7.1 M) AZIMUTH 291 DEGREES TO A SANITARY
 AH7685'SEWER MANHOLE COVER, 78.6 FEET (24.0 M) AZIMUTH 359 DEGREES TO A
 AH7685'UTILITY POLE WITH THE NUMBER 621B4/1, AND 32.2 FEET (9.8 M) AZIMUTH
 AH7685'352 DEGREES TO A PVC GAS LINE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7686 ***********************************************************************
 AH7686  DESIGNATION -  ETNA TWP 5
 AH7686  PID         -  AH7686
 AH7686  STATE/COUNTY-  OH/LICKING
 AH7686  USGS QUAD   -  MILLERSPORT (1994)
 AH7686
 AH7686                         *CURRENT SURVEY CONTROL
 AH7686  ___________________________________________________________________
 AH7686* NAD 83(1995)-  39 57 32.89817(N)    082 36 34.92279(W)     ADJUSTED  
 AH7686* NAVD 88     -       290.1    (meters)     952.     (feet)  GPS OBS   
 AH7686  ___________________________________________________________________
 AH7686  X           -     629,737.902 (meters)                     COMP
 AH7686  Y           -  -4,855,149.147 (meters)                     COMP
 AH7686  Z           -   4,074,673.373 (meters)                     COMP
 AH7686  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AH7686  ELLIP HEIGHT-         256.00  (meters)          (10/07/05) GPS OBS
 AH7686  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 AH7686
 AH7686  HORZ ORDER  -  FIRST
 AH7686  ELLP ORDER  -  FOURTH    CLASS II
 AH7686
 AH7686.The horizontal coordinates were established by GPS observations
 AH7686.and adjusted by the National Geodetic Survey in February 1999..
 AH7686
 AH7686.The orthometric height was determined by GPS observations and a
 AH7686.high-resolution geoid model.
 AH7686
 AH7686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7686
 AH7686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7686
 AH7686.The ellipsoidal height was determined by GPS observations
 AH7686.and is referenced to NAD 83.
 AH7686
 AH7686.The geoid height was determined by GEOID03.
 AH7686
 AH7686;                    North         East     Units Scale Factor Converg.
 AH7686;SPC OH S     -   217,501.613   590,626.778   MT  0.99998616   -0 04 10.6
 AH7686;UTM  17      - 4,424,462.561   362,511.353   MT  0.99983271   -1 02 02.3
 AH7686
 AH7686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7686!SPC OH S     -   0.99995984  x   0.99998616  =   0.99994600
 AH7686!UTM  17      -   0.99995984  x   0.99983271  =   0.99979256
 AH7686
 AH7686                          SUPERSEDED SURVEY CONTROL
 AH7686
 AH7686  ELLIP H (02/25/99)  256.03   (m)                       GP(       ) 4 2
 AH7686
 AH7686.Superseded values are not recommended for survey control.
 AH7686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7686.See file dsdata.txt to determine how the superseded data were derived.
 AH7686
 AH7686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE6251124463(NAD 83)
 AH7686_MARKER: DD = SURVEY DISK
 AH7686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7686_STAMPING: ETNA TWP 5 1998
 AH7686_MARK LOGO: OH-089
 AH7686_PROJECTION: FLUSH
 AH7686_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7686+STABILITY: SURFACE MOTION
 AH7686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7686+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7686
 AH7686  HISTORY     - Date     Condition        Report By
 AH7686  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7686
 AH7686                          STATION DESCRIPTION
 AH7686
 AH7686'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7686'THE STATION IS LOCATED IN ETNA TOWNSHIP IN LICKING COUNTY, OHIO ABOUT
 AH7686'4.0 MILES (6.4 KM) EAST OF THE TOWN OF ETNA.  TO REACH THE STATION
 AH7686'FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND HAZELTON-ETNA ROAD
 AH7686'(SR 310) IN ETNA PROCEED EAST ALONG NATIONAL ROAD (US 40)
 AH7686'APPROXIMATELY 4.0 MILES (6.4 KM) TO THE STATION ON THE LEFT.  THE
 AH7686'STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A
 AH7686'POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND SURFACE
 AH7686'AND STAMPED ETNA TWP 5 1998.  THE STATION IS 79.9 FEET (24.4 M)
 AH7686'AZIMUTH 93 DEGREES TO A 12 INCH DIAMETER CHERRY TREE STUMP, 39.0 FEET
 AH7686'(11.9 M) AZIMUTH 180 DEGREES TO EDGE OF THE PAVEMENT TO U.S.  40, 17.8
 AH7686'FEET (5.4 M) AZIMUTH 288 DEGREES TO THE SOUTH POST OF A WELCOME TO
 AH7686'ETNA TOWNSHIP ZONING ENFORCED FOUNDED 1833 SIGN, AND 116.4 FEET (35.5
 AH7686'M) AZIMUTH 257 TO A MAIL BOX WITH THE NUMBER 6201 AND THE NAME C
 AH7686'HOSSOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7699 ***********************************************************************
 AH7699  DESIGNATION -  ETNA TWP 6
 AH7699  PID         -  AH7699
 AH7699  STATE/COUNTY-  OH/LICKING
 AH7699  USGS QUAD   -  PATASKALA (1992)
 AH7699
 AH7699                         *CURRENT SURVEY CONTROL
 AH7699  ___________________________________________________________________
 AH7699* NAD 83(1995)-  39 56 13.62057(N)    082 43 50.82103(W)     ADJUSTED  
 AH7699* NAVD 88     -       314.5    (meters)    1032.     (feet)  GPS OBS   
 AH7699  ___________________________________________________________________
 AH7699  X           -     619,677.179 (meters)                     COMP
 AH7699  Y           -  -4,858,045.164 (meters)                     COMP
 AH7699  Z           -   4,072,814.484 (meters)                     COMP
 AH7699  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH7699  ELLIP HEIGHT-         280.44  (meters)          (10/07/05) GPS OBS
 AH7699  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 AH7699
 AH7699  HORZ ORDER  -  FIRST
 AH7699  ELLP ORDER  -  FOURTH    CLASS II
 AH7699
 AH7699.The horizontal coordinates were established by GPS observations
 AH7699.and adjusted by the National Geodetic Survey in February 1999..
 AH7699
 AH7699.The orthometric height was determined by GPS observations and a
 AH7699.high-resolution geoid model.
 AH7699
 AH7699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7699
 AH7699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7699
 AH7699.The ellipsoidal height was determined by GPS observations
 AH7699.and is referenced to NAD 83.
 AH7699
 AH7699.The geoid height was determined by GEOID03.
 AH7699
 AH7699;                    North         East     Units Scale Factor Converg.
 AH7699;SPC OH S     -   215,076.032   580,274.800   MT  0.99998238   -0 08 47.2
 AH7699;UTM  17      - 4,422,211.897   352,121.395   MT  0.99986922   -1 06 40.6
 AH7699
 AH7699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7699!SPC OH S     -   0.99995601  x   0.99998238  =   0.99993839
 AH7699!UTM  17      -   0.99995601  x   0.99986922  =   0.99982523
 AH7699
 AH7699                          SUPERSEDED SURVEY CONTROL
 AH7699
 AH7699  ELLIP H (02/25/99)  280.47   (m)                       GP(       ) 4 2
 AH7699
 AH7699.Superseded values are not recommended for survey control.
 AH7699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7699.See file dsdata.txt to determine how the superseded data were derived.
 AH7699
 AH7699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE5212122212(NAD 83)
 AH7699_MARKER: DD = SURVEY DISK
 AH7699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7699_STAMPING: ETNA TWP 6 1998
 AH7699_MARK LOGO: OH-089
 AH7699_PROJECTION: FLUSH
 AH7699_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7699+STABILITY: SURFACE MOTION
 AH7699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7699+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7699
 AH7699  HISTORY     - Date     Condition        Report By
 AH7699  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7699
 AH7699                          STATION DESCRIPTION
 AH7699
 AH7699'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7699'THE STATION IS LOCATED IN ETNA TOWNSHIP IN LICKING COUNTY, OHIO ABOUT
 AH7699'1.5 MILES (2.4 KM) SOUTH OF THE TOWN OF WAGRAM.  TO REACH THE STATION
 AH7699'FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND MINK STREET (CR 41)
 AH7699'PROCEED SOUTH ALONG MINK STREET (CR 41) A DISTANCE OF 1.3 MILES (2.1
 AH7699'KM) TO THE STATION ON THE RIGHT.  THE STATION IS ON THE WEST SIDE OF
 AH7699'THE ROAD APPROXIMATELY 20 FEET (6.1 M) NORTH OF THE LICKING COUNTY
 AH7699'FAIRFIELD COUNTY LINE.  THE STATION IS A STANDARD 3 1/4 INCH LICKING
 AH7699'COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT ONE INCH
 AH7699'BELOW THE GROUND SURFACE AND STAMPED ETNA TWP 6 1998.  THE STATION IS
 AH7699'19.8 FEET (6.0 M) AZIMUTH 38 DEGREES TO A MAG NAIL IN THE WEST EDGE OF
 AH7699'PAVEMENT TO MINK STREET, 58.6 FEET (17.9 M) AZIMUTH 136 DEGREES TO A A
 AH7699'MAG NAIL IN THE WEST SIDE OF A POWER POLE, 7.2 FEET (2.2 M) AZIMUTH
 AH7699'268 DEGREES TO A MAG NAIL IN THE NORTH SIDE OF A WOOD FENCE POST, 37.1
 AH7699'FEET (11.3 M) AZIMUTH 110 DEGREES TO A POST FOR LICKING COUNTY SIGN,
 AH7699'AND 13.1 FEET (4.0 M) AZIMUTH 224 DEGREES TO A POWER POLE WITH THE
 AH7699'NUMBER OP667-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7700 ***********************************************************************
 AH7700  DESIGNATION -  ETNA TWP 7
 AH7700  PID         -  AH7700
 AH7700  STATE/COUNTY-  OH/LICKING
 AH7700  USGS QUAD   -  PATASKALA (1992)
 AH7700
 AH7700                         *CURRENT SURVEY CONTROL
 AH7700  ___________________________________________________________________
 AH7700* NAD 83(1995)-  39 56 19.63190(N)    082 41 49.24877(W)     ADJUSTED  
 AH7700* NAVD 88     -       324.0    (meters)    1063.     (feet)  GPS OBS   
 AH7700  ___________________________________________________________________
 AH7700  X           -     622,526.194 (meters)                     COMP
 AH7700  Y           -  -4,857,568.246 (meters)                     COMP
 AH7700  Z           -   4,072,962.746 (meters)                     COMP
 AH7700  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AH7700  ELLIP HEIGHT-         289.94  (meters)          (10/07/05) GPS OBS
 AH7700  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 AH7700
 AH7700  HORZ ORDER  -  FIRST
 AH7700  ELLP ORDER  -  FOURTH    CLASS II
 AH7700
 AH7700.The horizontal coordinates were established by GPS observations
 AH7700.and adjusted by the National Geodetic Survey in February 1999..
 AH7700
 AH7700.The orthometric height was determined by GPS observations and a
 AH7700.high-resolution geoid model.
 AH7700
 AH7700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7700
 AH7700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7700
 AH7700.The ellipsoidal height was determined by GPS observations
 AH7700.and is referenced to NAD 83.
 AH7700
 AH7700.The geoid height was determined by GEOID03.
 AH7700
 AH7700;                    North         East     Units Scale Factor Converg.
 AH7700;SPC OH S     -   215,254.596   583,161.546   MT  0.99998266   -0 07 30.0
 AH7700;UTM  17      - 4,422,341.817   355,010.396   MT  0.99985880   -1 05 22.6
 AH7700
 AH7700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7700!SPC OH S     -   0.99995452  x   0.99998266  =   0.99993718
 AH7700!UTM  17      -   0.99995452  x   0.99985880  =   0.99981332
 AH7700
 AH7700                          SUPERSEDED SURVEY CONTROL
 AH7700
 AH7700  ELLIP H (02/25/99)  289.97   (m)                       GP(       ) 4 2
 AH7700
 AH7700.Superseded values are not recommended for survey control.
 AH7700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7700.See file dsdata.txt to determine how the superseded data were derived.
 AH7700
 AH7700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE5501022342(NAD 83)
 AH7700_MARKER: DD = SURVEY DISK
 AH7700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7700_STAMPING: ETNA TWP 7 1998
 AH7700_MARK LOGO: OH-089
 AH7700_PROJECTION: FLUSH
 AH7700_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7700+STABILITY: SURFACE MOTION
 AH7700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7700+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7700
 AH7700  HISTORY     - Date     Condition        Report By
 AH7700  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7700
 AH7700                          STATION DESCRIPTION
 AH7700
 AH7700'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7700'THE STATION IS LOCATED IN ETNA TOWNSHIP IN LICKING COUNTY, OHIO ABOUT
 AH7700'2.0 MILES (3.2 KM) SOUTHEAST OF THE TOWN OF WAGRAM.  TO REACH THE
 AH7700'STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND MINK STREET
 AH7700'(CR 41) PROCEED SOUTH ALONG MINK STREET (CR 41) A DISTANCE OF 0.8 MILE
 AH7700'(1.3 KM) TO ITS INTERSECTION OF PALMER ROAD (T-36) .  TURN LEFT AND
 AH7700'PROCEED EAST ALONG PALMER ROAD (T-36) A DISTANCE OF 1.2 MILES (1.9 KM)
 AH7700'TO ITS INTERSECTION WITH TOLLGATE ROAD (T-163) .  TURN RIGHT AND
 AH7700'PROCEED SOUTH ALONG TOLLGATE ROAD (T-163) A DISTANCE OF 0.2 MILE (0.3
 AH7700'KM) TO ITS INTERSECTION WITH PALMER ROAD (T-36) .  TURN LEFT AND
 AH7700'PROCEED EAST ALONG PALMER ROAD (T-36) TO ITS INTERSECTION WITH LYNNS
 AH7700'ROAD (T-38) AND THE STATION ON THE RIGHT IN THE SOUTHWEST CORNER OF
 AH7700'THE INTERSECTION.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY
 AH7700'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE
 AH7700'GROUND SURFACE AND STAMPED ETNA TWP 7 1998.  THE STATION IS 67.3FEET
 AH7700'AZIMUTH 55 DEGREES TO A RAILROAD SPIKE IN THE WEST SIDE OF A UTILITY
 AH7700'POLE, 14.8 FEET (4.5 M) AZIMUTH 330 DEGREES TO A STOP SIGN, AND 19.8
 AH7700'FEET (6.0 M) AZIMUTH 135 DEGREES TO A TELEPHONE PEDESTAL WITH THE
 AH7700'NUMBER 127FY 512 54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7701 ***********************************************************************
 AH7701  DESIGNATION -  ETNA TWP 8
 AH7701  PID         -  AH7701
 AH7701  STATE/COUNTY-  OH/LICKING
 AH7701  USGS QUAD   -  PATASKALA (1992)
 AH7701
 AH7701                         *CURRENT SURVEY CONTROL
 AH7701  ___________________________________________________________________
 AH7701* NAD 83(1995)-  39 56 17.65216(N)    082 38 54.70974(W)     ADJUSTED  
 AH7701* NAVD 88     -       334.8    (meters)    1098.     (feet)  GPS OBS   
 AH7701  ___________________________________________________________________
 AH7701  X           -     626,642.465 (meters)                     COMP
 AH7701  Y           -  -4,857,086.808 (meters)                     COMP
 AH7701  Z           -   4,072,922.847 (meters)                     COMP
 AH7701  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AH7701  ELLIP HEIGHT-         300.72  (meters)          (10/07/05) GPS OBS
 AH7701  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 AH7701
 AH7701  HORZ ORDER  -  FIRST
 AH7701  ELLP ORDER  -  FOURTH    CLASS II
 AH7701
 AH7701.The horizontal coordinates were established by GPS observations
 AH7701.and adjusted by the National Geodetic Survey in February 1999..
 AH7701
 AH7701.The orthometric height was determined by GPS observations and a
 AH7701.high-resolution geoid model.
 AH7701
 AH7701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7701
 AH7701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7701
 AH7701.The ellipsoidal height was determined by GPS observations
 AH7701.and is referenced to NAD 83.
 AH7701
 AH7701.The geoid height was determined by GEOID03.
 AH7701
 AH7701;                    North         East     Units Scale Factor Converg.
 AH7701;SPC OH S     -   215,185.608   587,305.216   MT  0.99998257   -0 05 39.3
 AH7701;UTM  17      - 4,422,203.114   359,151.775   MT  0.99984423   -1 03 30.5
 AH7701
 AH7701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7701!SPC OH S     -   0.99995283  x   0.99998257  =   0.99993540
 AH7701!UTM  17      -   0.99995283  x   0.99984423  =   0.99979706
 AH7701
 AH7701                          SUPERSEDED SURVEY CONTROL
 AH7701
 AH7701  ELLIP H (02/25/99)  300.75   (m)                       GP(       ) 4 2
 AH7701
 AH7701.Superseded values are not recommended for survey control.
 AH7701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7701.See file dsdata.txt to determine how the superseded data were derived.
 AH7701
 AH7701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE5915222203(NAD 83)
 AH7701_MARKER: DD = SURVEY DISK
 AH7701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7701_STAMPING: ETNA TWP 8 1998
 AH7701_MARK LOGO: OH-089
 AH7701_PROJECTION: FLUSH
 AH7701_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7701+STABILITY: SURFACE MOTION
 AH7701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7701+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7701
 AH7701  HISTORY     - Date     Condition        Report By
 AH7701  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7701
 AH7701                          STATION DESCRIPTION
 AH7701
 AH7701'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7701'THE STATION IS LOCATED IN ETNA TOWNSHIP IN LICKING COUNTY, OHIO ABOUT
 AH7701'2.5 MILES (4.0 KM) SOUTHEAST OF THE TOWN OF ETNA.  TO REACH THE
 AH7701'STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7701'HAZELTON-ETNA ROAD (SR 310) IN ETNA PROCEED EAST ALONG NATIONAL ROAD
 AH7701'(US 40) A DISTANCE OF 1.9 MILES (3.1 KM) TO ITS INTERSECTION WITH
 AH7701'WATKINS ROAD (CR 42) .  TURN RIGHT AND PROCEED SOUTH ALONG WATKINS
 AH7701'ROAD (CR 42) A DISTANCE OF 1.6 MILES (2.6 KM) TO THE STATION ON THE
 AH7701'LEFT APPROXIMATELY 80 FEET (24.4 M) NORTH OF MAIL BOX NUMBER 10784.
 AH7701'THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN
 AH7701'A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND
 AH7701'STAMPED ETNA TWP 8 1998.  THE STATION IS 68.5 FEET (20.9 M) AZIMUTH 12
 AH7701'DEGREES TO A MAG NAIL IN THE WEST SIDE OF A UTILITY POLE WITH THE
 AH7701'NUMBER 645B4-27, 130.3 FEET (39.7 M) AZIMUTH 190 DEGREES TO A UTILITY
 AH7701'POLE WITH THE NUMBER 654B4-28, 82.0 FEET (25.0 M) AZIMUTH 198 DEGREES
 AH7701'TO A MAIL BOX POST WITH THE NUMBER 10784 AND 24.0 FEET (7.3 M) FROM
 AH7701'THE CENTERLINE OF WATKINS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7702 ***********************************************************************
 AH7702  DESIGNATION -  ETNA TWP 9
 AH7702  PID         -  AH7702
 AH7702  STATE/COUNTY-  OH/LICKING
 AH7702  USGS QUAD   -  MILLERSPORT (1994)
 AH7702
 AH7702                         *CURRENT SURVEY CONTROL
 AH7702  ___________________________________________________________________
 AH7702* NAD 83(1995)-  39 56 19.38579(N)    082 36 53.85572(W)     ADJUSTED  
 AH7702* NAVD 88     -       319.5    (meters)    1048.     (feet)  GPS OBS   
 AH7702  ___________________________________________________________________
 AH7702  X           -     629,482.282 (meters)                     COMP
 AH7702  Y           -  -4,856,673.107 (meters)                     COMP
 AH7702  Z           -   4,072,953.998 (meters)                     COMP
 AH7702  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AH7702  ELLIP HEIGHT-         285.38  (meters)          (10/07/05) GPS OBS
 AH7702  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 AH7702
 AH7702  HORZ ORDER  -  FIRST
 AH7702  ELLP ORDER  -  FOURTH    CLASS II
 AH7702
 AH7702.The horizontal coordinates were established by GPS observations
 AH7702.and adjusted by the National Geodetic Survey in February 1999..
 AH7702
 AH7702.The orthometric height was determined by GPS observations and a
 AH7702.high-resolution geoid model.
 AH7702
 AH7702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7702
 AH7702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7702
 AH7702.The ellipsoidal height was determined by GPS observations
 AH7702.and is referenced to NAD 83.
 AH7702
 AH7702.The geoid height was determined by GEOID03.
 AH7702
 AH7702;                    North         East     Units Scale Factor Converg.
 AH7702;SPC OH S     -   215,234.891   590,174.532   MT  0.99998265   -0 04 22.6
 AH7702;UTM  17      - 4,422,204.110   362,021.102   MT  0.99983438   -1 02 12.9
 AH7702
 AH7702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7702!SPC OH S     -   0.99995523  x   0.99998265  =   0.99993788
 AH7702!UTM  17      -   0.99995523  x   0.99983438  =   0.99978962
 AH7702
 AH7702                          SUPERSEDED SURVEY CONTROL
 AH7702
 AH7702  ELLIP H (02/25/99)  285.41   (m)                       GP(       ) 4 2
 AH7702
 AH7702.Superseded values are not recommended for survey control.
 AH7702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7702.See file dsdata.txt to determine how the superseded data were derived.
 AH7702
 AH7702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE6202122204(NAD 83)
 AH7702_MARKER: DD = SURVEY DISK
 AH7702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7702_STAMPING: ETNA TWP 9 1998
 AH7702_MARK LOGO: OH-089
 AH7702_PROJECTION: FLUSH
 AH7702_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7702+STABILITY: SURFACE MOTION
 AH7702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7702+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7702
 AH7702  HISTORY     - Date     Condition        Report By
 AH7702  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7702
 AH7702                          STATION DESCRIPTION
 AH7702
 AH7702'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7702'THE STATION IS LOCATED IN ETNA TOWNSHIP IN LICKING COUNTY, OHIO ABOUT
 AH7702'1.0 MILE (1.6 KM) SOUTHWEST OF THE TOWN OF KIRKERSVILLE.  TO REACH THE
 AH7702'STATION FROM THE INTERSECTION OF INTERSTATE 70 AND BALTIMORE ROAD (SR
 AH7702'158) PROCEED SOUTH ALONG BALTIMORE ROAD (SR 158) A DISTANCE OF 0.5
 AH7702'MILE (0.8 KM) TO ITS INTERSECTION WITH PALMER ROAD (T-36) .  TURN
 AH7702'RIGHT AND PROCEED WEST ALONG PALMER ROAD (T-36) A DISTANCE OF 0.8 MILE
 AH7702'(1.3 KM) TO ITS INTERSECTION WITH LOOP ROAD (T-146) AND THE STATION ON
 AH7702'THE RIGHT IN THE NORTHWEST CORNER OF THE INTERSECTION. THE STATION IS
 AH7702'A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7702'PLACE CONCRETE MONUMENT TWO INCHES BELOW THE GROUND SURFACE AND
 AH7702'STAMPED ETNA TWP 9 1998.  THE STATION IS 42.9 FEET (13.1 M) AZIMUTH
 AH7702'110 DEGREES TO A UTILITY POLE WITH THE NUMBER 131FY 403 147, 13.0 FEET
 AH7702'(4.0 M) AZIMUTH 90 DEGREES TO A STOP SIGN, 145.6 FEET (44.4 M) AZIMUTH
 AH7702'276 DEGREES TO A UTILITY POLE WITH THE NUMBER 131FY 403 146, AND 24.0
 AH7702'FEET (7.3 M) FROM THE CENTERLINE OF PALMER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2226 ***********************************************************************
 HY2226  DESIGNATION -  EUREKA
 HY2226  PID         -  HY2226
 HY2226  STATE/COUNTY-  OH/GALLIA
 HY2226  USGS QUAD   -  APPLE GROVE (1987)
 HY2226
 HY2226                         *CURRENT SURVEY CONTROL
 HY2226  ___________________________________________________________________
 HY2226* NAD 83(1995)-  38 40 37.70728(N)    082 11 48.82391(W)     ADJUSTED  
 HY2226* NAVD 88     -       268.8    (meters)     882.     (feet)  VERTCON   
 HY2226  ___________________________________________________________________
 HY2226  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 HY2226  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 HY2226
 HY2226  HORZ ORDER  -  FIRST
 HY2226
 HY2226.The horizontal coordinates were established by classical geodetic methods
 HY2226.and adjusted by the National Geodetic Survey in April 1998..
 HY2226
 HY2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2226
 HY2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2226
 HY2226.The geoid height was determined by GEOID03.
 HY2226
 HY2226;                    North         East     Units Scale Factor Converg.
 HY2226;SPC OH S     -    75,216.891   626,376.012   MT  1.00001152   +0 11 32.4
 HY2226;SPC WV S     -   186,820.245   495,854.495   MT  0.99996258   -0 44 23.7
 HY2226;UTM  17      - 4,281,629.187   395,887.688   MT  0.99973348   -0 44 53.0
 HY2226
 HY2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2226!SPC OH S     -   0.99996308  x   1.00001152  =   0.99997460
 HY2226!SPC WV S     -   0.99996308  x   0.99996258  =   0.99992566
 HY2226!UTM  17      -   0.99996308  x   0.99973348  =   0.99969657
 HY2226
 HY2226:                Primary Azimuth Mark                     Grid Az
 HY2226:SPC OH S     -  MURPHY                                   001 13 47.8
 HY2226:SPC WV S     -  MURPHY                                   002 09 43.9
 HY2226:UTM  17      -  MURPHY                                   002 10 13.2
 HY2226
 HY2226|---------------------------------------------------------------------|
 HY2226| PID    Reference Object                     Distance      Geod. Az  |
 HY2226|                                                           dddmmss.s |
 HY2226| HY2202 MURPHY                              APPROX.13.0 KM 0012520.2 |
 HY2226| HY2223 APPLE GROVE GOODYEAR TK             APPROX. 2.5 KM 1210946.3 |
 HY2226| DB9295 EUREKA RM 1                           7.903 METERS 13942     |
 HY2226| HY2227 EUREKA AZ MK                        289.751 METERS 16943     |
 HY2226| HY2228 EUREKA AZ MK A PT                   286.246 METERS 17057     |
 HY2226| DB9296 EUREKA RM 2                           9.962 METERS 28910     |
 HY2226|---------------------------------------------------------------------|
 HY2226
 HY2226                          SUPERSEDED SURVEY CONTROL
 HY2226
 HY2226  NAD 83(1995)-  38 40 37.71164(N)    082 11 48.82935(W) AD(       ) 1
 HY2226  NAD 83(1986)-  38 40 37.71590(N)    082 11 48.82984(W) AD(       ) 1
 HY2226  NAD 27      -  38 40 37.41761(N)    082 11 49.30317(W) AD(       ) 1
 HY2226  NGVD 29 (07/19/86)  269.0    (m)          883.     (f) VERT ANG       
 HY2226
 HY2226.Superseded values are not recommended for survey control.
 HY2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2226.See file dsdata.txt to determine how the superseded data were derived.
 HY2226
 HY2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9588881629(NAD 83)
 HY2226_MARKER: DD = SURVEY DISK
 HY2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2226_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2226
 HY2226  HISTORY     - Date     Condition        Report By
 HY2226  HISTORY     - 1976     MONUMENTED       NGS
 HY2226
 HY2226                          STATION DESCRIPTION
 HY2226
 HY2226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2226'STATION IS ABOUT 9 MILES SOUTH OF GALLIPOLIS 1/4 MILE WEST OF
 HY2226'THE GALLIPOLIS LOCK AND DAM AT EUREKA AND ON THE PROPERTY OF
 HY2226'MR. RALPH ANGEL, BARCUS HOLLOW ROAD.
 HY2226'
 HY2226'TO REACH THE STATION FROM GALLIPOLIS LOCK AND DAM AT EUREKA,
 HY2226'GO SOUTH ON STATE HIGHWAY 7 FOR 0.3 MILE TO A SIDE ROAD RIGHT.
 HY2226'TURN RIGHT AND GO WEST UP HILL ON GRAVEL ROAD FOR 0.35 MILE
 HY2226'TO A REVERSE FORK ON RIGHT, CONTINUE WESTERLY UP HILL FOR
 HY2226'ABOUT 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  TURN
 HY2226'SHARP RIGHT AND GO NORTH ON TRACK ROAD FOR 0.1 MILE TO A
 HY2226'T-FENCE CORNER NEAR THE NORTHWEST CORNER OF A FIELD AND STATION
 HY2226'NEAR FENCE LINE.
 HY2226'
 HY2226'STATION MARKS ARE STANDARD DISKS STAMPED---EUREKA 1976---.
 HY2226'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HY2226'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 HY2226'IT IS 15 FEET WEST OF A FENCE AND 13.5 SOUTH OF A FENCE.
 HY2226'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HY2226'THAT IS 36 INCHES BELOW THE GROUND SURFACE.
 HY2226'
 HY2226'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---EUREKA NO 1
 HY2226'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HY2226'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 2 FEET SOUTH
 HY2226'OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.
 HY2226'
 HY2226'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---EUREKA NO 2
 HY2226'1976---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HY2226'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 1 FOOT SOUTH
 HY2226'OF THE FENCE AND 1.5 FEET EAST OF A WITNESS POST.
 HY2226'
 HY2226'AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED---EUREKA AZ
 HY2226'1976---, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 HY2226'THAT IS FLUSH WITH THE GROUND SURFACE.
 HY2226'IT IS 48 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND
 HY2226'6 FEET EAST OF POWERLINE POLE NUMBER 5B.
 HY2226'
 HY2226'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO DENSE BRUSH.
 HY2226'HEIGHT OF LIGHT ABOVE MARK WAS 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2227 ***********************************************************************
 HY2227  DESIGNATION -  EUREKA AZ MK
 HY2227  PID         -  HY2227
 HY2227  STATE/COUNTY-  OH/GALLIA
 HY2227  USGS QUAD   -  APPLE GROVE (1987)
 HY2227
 HY2227                         *CURRENT SURVEY CONTROL
 HY2227  ___________________________________________________________________
 HY2227* NAD 83(1995)-  38 40 28.46185(N)    082 11 46.68277(W)     ADJUSTED  
 HY2227* NAVD 88     -       268.0    (meters)     879.     (feet)  VERTCON   
 HY2227  ___________________________________________________________________
 HY2227  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 HY2227  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HY2227
 HY2227  HORZ ORDER  -  SECOND
 HY2227
 HY2227.The horizontal coordinates were established by classical geodetic methods
 HY2227.and adjusted by the National Geodetic Survey in April 1998..
 HY2227
 HY2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2227
 HY2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2227
 HY2227.The geoid height was determined by GEOID03.
 HY2227
 HY2227;                    North         East     Units Scale Factor Converg.
 HY2227;SPC OH S     -    74,931.972   626,428.727   MT  1.00001207   +0 11 33.7
 HY2227;SPC WV S     -   186,534.520   495,902.565   MT  0.99996219   -0 44 22.4
 HY2227;UTM  17      - 4,281,343.521   395,935.706   MT  0.99973336   -0 44 51.5
 HY2227
 HY2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2227!SPC OH S     -   0.99996321  x   1.00001207  =   0.99997528
 HY2227!SPC WV S     -   0.99996321  x   0.99996219  =   0.99992540
 HY2227!UTM  17      -   0.99996321  x   0.99973336  =   0.99969658
 HY2227
 HY2227                          SUPERSEDED SURVEY CONTROL
 HY2227
 HY2227  NAD 83(1995)-  38 40 28.46621(N)    082 11 46.68819(W) AD(       ) 2
 HY2227  NAD 83(1986)-  38 40 28.47047(N)    082 11 46.68872(W) AD(       ) 2
 HY2227  NAD 27      -  38 40 28.17203(N)    082 11 47.16209(W) AD(       ) 2
 HY2227  NGVD 29 (07/19/86)  268.2    (m)          880.     (f) VERT ANG       
 HY2227
 HY2227.Superseded values are not recommended for survey control.
 HY2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2227.See file dsdata.txt to determine how the superseded data were derived.
 HY2227
 HY2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9593681344(NAD 83)
 HY2227_MARKER: DD = SURVEY DISK
 HY2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY2227_STAMPING: EUREKA 1976
 HY2227_MARK LOGO: NGS   
 HY2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2227+STABILITY: SURFACE MOTION
 HY2227
 HY2227  HISTORY     - Date     Condition        Report By
 HY2227  HISTORY     - 1976     MONUMENTED       NGS
 HY2227
 HY2227                          STATION DESCRIPTION
 HY2227
 HY2227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2227'AN EDM TRAVERSE TIE WAS MADE FROM EUREKA 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2027 ***********************************************************************
 KZ2027  DESIGNATION -  EVANS
 KZ2027  PID         -  KZ2027
 KZ2027  STATE/COUNTY-  OH/DELAWARE
 KZ2027  USGS QUAD   -  OSTRANDER (1988)
 KZ2027
 KZ2027                         *CURRENT SURVEY CONTROL
 KZ2027  ___________________________________________________________________
 KZ2027* NAD 83(1995)-  40 19 13.95768(N)    083 08 09.48628(W)     ADJUSTED  
 KZ2027* NAVD 88     -       303.6    (meters)     996.     (feet)  GPS OBS   
 KZ2027  ___________________________________________________________________
 KZ2027  X           -     582,026.263 (meters)                     COMP
 KZ2027  Y           -  -4,835,053.524 (meters)                     COMP
 KZ2027  Z           -   4,105,361.299 (meters)                     COMP
 KZ2027  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 KZ2027  ELLIP HEIGHT-         269.63  (meters)          (10/07/05) GPS OBS
 KZ2027  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ2027
 KZ2027  HORZ ORDER  -  FIRST
 KZ2027  ELLP ORDER  -  FOURTH    CLASS I
 KZ2027
 KZ2027.The horizontal coordinates were established by GPS observations
 KZ2027.and adjusted by the National Geodetic Survey in April 1998..
 KZ2027
 KZ2027.The orthometric height was determined by GPS observations and a
 KZ2027.high-resolution geoid model.
 KZ2027
 KZ2027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2027
 KZ2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2027
 KZ2027.The ellipsoidal height was determined by GPS observations
 KZ2027.and is referenced to NAD 83.
 KZ2027
 KZ2027.The geoid height was determined by GEOID03.
 KZ2027
 KZ2027;                    North         East     Units Scale Factor Converg.
 KZ2027;SPC OH N     -    72,808.617   545,946.202   MT  1.00002352   -0 25 04.1
 KZ2027;SPC OH S     -   257,816.752   545,943.685   MT  1.00006948   -0 24 12.7
 KZ2027;UTM  17      - 4,465,524.809   318,522.850   MT  1.00000542   -1 22 56.9
 KZ2027
 KZ2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2027!SPC OH N     -   0.99995770  x   1.00002352  =   0.99998122
 KZ2027!SPC OH S     -   0.99995770  x   1.00006948  =   1.00002718
 KZ2027!UTM  17      -   0.99995770  x   1.00000542  =   0.99996312
 KZ2027
 KZ2027|---------------------------------------------------------------------|
 KZ2027| PID    Reference Object                     Distance      Geod. Az  |
 KZ2027|                                                           dddmmss.s |
 KZ2027| CE6032 EVANS RM 1                           43.032 METERS 09710     |
 KZ2027| KZ2023 DELAWARE DEPT HIGHWAYS STACK        APPROX. 7.9 KM 1100422.8 |
 KZ2027| KZ2026 DELAWARE ST MARYS CATH CHURCH       APPROX. 6.5 KM 1120152.7 |
 KZ2027| KZ2024 DELAWARE CLAY PRODUCTS STACK        APPROX. 7.9 KM 1140811.9 |
 KZ2027| KZ2022 DELAWARE WESLEYAN U CHAPEL          APPROX. 6.4 KM 1141459.3 |
 KZ2027| KZ2025 DELAWARE S OHIO ELEC CO STACK       APPROX. 6.6 KM 1162236.7 |
 KZ2027| KZ2019 DELAWARE SOUTH SCHOOL STEEPLE       APPROX. 6.2 KM 1200124.6 |
 KZ2027| KZ2066 MARYSVILLE WOMENS REFORM STACK      APPROX.24.6 KM 2432659.5 |
 KZ2027| CE6031 EVANS AZ MK                                        2723856.3 |
 KZ2027| CE6033 EVANS RM 2                           31.876 METERS 35027     |
 KZ2027|---------------------------------------------------------------------|
 KZ2027
 KZ2027                          SUPERSEDED SURVEY CONTROL
 KZ2027
 KZ2027  ELLIP H (04/01/98)  269.66   (m)                       GP(       ) 4 1
 KZ2027  NAD 83(1986)-  40 19 13.96521(N)    083 08 09.49468(W) AD(       ) 1
 KZ2027  NAD 83(1986)-  40 19 13.96613(N)    083 08 09.49274(W) AD(       ) 1
 KZ2027  NAD 27      -  40 19 13.74600(N)    083 08 09.80700(W) AD(       ) 1
 KZ2027
 KZ2027.Superseded values are not recommended for survey control.
 KZ2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2027.See file dsdata.txt to determine how the superseded data were derived.
 KZ2027
 KZ2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1852365525(NAD 83)
 KZ2027_MARKER: DS = TRIANGULATION STATION DISK
 KZ2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2027_SP_SET: CONCRETE POST
 KZ2027_MARK LOGO: CGS   
 KZ2027_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2027+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1991
 KZ2027
 KZ2027  HISTORY     - Date     Condition        Report By
 KZ2027  HISTORY     - 1933     MONUMENTED       CGS
 KZ2027  HISTORY     - 1933     GOOD             CGS
 KZ2027  HISTORY     - 19901107 GOOD             WOOLPT
 KZ2027  HISTORY     - 19910218 GOOD
 KZ2027
 KZ2027                          STATION DESCRIPTION
 KZ2027
 KZ2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ2027'STATION IS IN
 KZ2027'RADNOR TOWNSHIP,
 KZ2027'ON LAND OWNED BY HARVEY EVANS, ABOUT 4-1/2 MILES
 KZ2027'NORTHWEST OF DELAWARE AND 2 MILES
 KZ2027'EAST OF THE SCIOTO RIVER, 100
 KZ2027'FEET EAST OF SMALL HOUSE ON THE EVANS FARM IN
 KZ2027'SOUTHWEST CORNER
 KZ2027'OF PASTURE, 40 FEET NORTH OF CENTER LINE OF STATE HIGHWAY 37 AND
 KZ2027'14 FEET NORTH
 KZ2027'OF RIGHT-OF-WAY FENCE, 35 FEET EAST OF CENTER LINE
 KZ2027'OF LANE, 39 FEET NORTHEAST OF A
 KZ2027'60-INCH OAK ON SHOULDER OF HIGHWAY,
 KZ2027'AND PROJECTS 3 INCHES.
 KZ2027'
 KZ2027'TO REACH, GO NORTHWEST 3.2 MILES ON STATE HIGHWAY 37 FROM
 KZ2027'JUNCTION OF U.S.
 KZ2027'HIGHWAY 23 AND STATE HIGHWAY 37 IN DELAWARE, TO
 KZ2027'JUNCTION OF STATE HIGHWAYS 37 AND
 KZ2027'203, TURN LEFT ON STATE HIGHWAY
 KZ2027'37 AND PROCEED 0.6 MILE TO STATION AT HIGHEST POINT OF GRADE.
 KZ2027'
 KZ2027'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 KZ2027'STANDARD BRONZE
 KZ2027'DISKS IN CONCRETE.
 KZ2027'
 KZ2027'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, 26 FEET
 KZ2027'NORTH OF CENTER
 KZ2027'LINE OF STATE HIGHWAY 37, 1 FOOT NORTH OF RIGHT-OF-WAY
 KZ2027'FENCE, 100 FEET WEST OF FENCE
 KZ2027'CORNER, AND PROJECTS 4
 KZ2027'INCHES.  REFERENCE MARK NO. 2 IS NORTH OF
 KZ2027'STATION, 1 FOOT SOUTH
 KZ2027'OF SOUTH SIDE OF GARAGE, 1 FOOT EAST OF FENCE, 12 FEET EAST
 KZ2027'OF CENTER
 KZ2027'LINE OF A LANE AND GARAGE ENTRANCE, AND PROJECTS 4 INCHES.
 KZ2027'
 KZ2027'AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF STATION, 30 FEET
 KZ2027'SOUTH OF CENTER
 KZ2027'LINE OF STATE HIGHWAY 37, 35 FEET NORTH OF A 12-
 KZ2027'INCH ELM, 3 FEET EAST OF PROPERTY
 KZ2027'LINE FENCE, 10 FEET NORTH OF
 KZ2027'RIGHT-OF-WAY FENCE, AND PROJECTS 6 INCHES.
 KZ2027'
 KZ2027'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 KZ2027
 KZ2027                          STATION RECOVERY (1933)
 KZ2027
 KZ2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KZ2027'RECOVERED IN GOOD CONDITION.
 KZ2027
 KZ2027                          STATION RECOVERY (1990)
 KZ2027
 KZ2027'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 KZ2027'RECOVERED IN GOOD CONDITION.
 KZ2027
 KZ2027                          STATION RECOVERY (1991)
 KZ2027
 KZ2027'RECOVERED 1991
 KZ2027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3006 ***********************************************************************
 JZ3006  DESIGNATION -  EVE
 JZ3006  PID         -  JZ3006
 JZ3006  STATE/COUNTY-  OH/MONTGOMERY
 JZ3006  USGS QUAD   -  TROTWOOD (1992)
 JZ3006
 JZ3006                         *CURRENT SURVEY CONTROL
 JZ3006  ___________________________________________________________________
 JZ3006* NAD 83(1995)-  39 50 34.98425(N)    084 22 02.52328(W)     ADJUSTED  
 JZ3006* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 JZ3006  ___________________________________________________________________
 JZ3006  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 JZ3006  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JZ3006
 JZ3006  HORZ ORDER  -  FIRST
 JZ3006
 JZ3006.The horizontal coordinates were established by classical geodetic methods
 JZ3006.and adjusted by the National Geodetic Survey in May 1999..
 JZ3006
 JZ3006.The orthometric height was scaled from a topographic map.
 JZ3006
 JZ3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3006
 JZ3006.The geoid height was determined by GEOID03.
 JZ3006
 JZ3006;                    North         East     Units Scale Factor Converg.
 JZ3006;SPC OH S     -   206,259.238   440,190.321   MT  0.99996789   -1 11 05.6
 JZ3006;UTM  16      - 4,413,654.427   725,248.710   MT  1.00022467   +1 41 14.6
 JZ3006
 JZ3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3006!SPC OH S     -   0.99995738  x   0.99996789  =   0.99992527
 JZ3006!UTM  16      -   0.99995738  x   1.00022467  =   1.00018204
 JZ3006
 JZ3006:                Primary Azimuth Mark                     Grid Az
 JZ3006:SPC OH S     -  JOE                                      000 08 10.3
 JZ3006:UTM  16      -  JOE                                      357 15 50.1
 JZ3006
 JZ3006|---------------------------------------------------------------------|
 JZ3006| PID    Reference Object                     Distance      Geod. Az  |
 JZ3006|                                                           dddmmss.s |
 JZ3006| JZ3007 JOE                                 APPROX. 2.4 KM 3585704.7 |
 JZ3006|---------------------------------------------------------------------|
 JZ3006
 JZ3006                          SUPERSEDED SURVEY CONTROL
 JZ3006
 JZ3006  NAD 83(1995)-  39 50 34.98471(N)    084 22 02.52578(W) AD(       ) 1
 JZ3006  NAD 83(1986)-  39 50 34.99647(N)    084 22 02.53277(W) AD(       ) 1
 JZ3006  NAD 27      -  39 50 34.79400(N)    084 22 02.72300(W) AD(       ) 1
 JZ3006
 JZ3006.Superseded values are not recommended for survey control.
 JZ3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3006.See file dsdata.txt to determine how the superseded data were derived.
 JZ3006
 JZ3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2524913654(NAD 83)
 JZ3006_MARKER: DS = TRIANGULATION STATION DISK
 JZ3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3006_MARK LOGO: CGS   
 JZ3006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3006+STABILITY: SURFACE MOTION
 JZ3006
 JZ3006  HISTORY     - Date     Condition        Report By
 JZ3006  HISTORY     - 1927     MONUMENTED       CGS
 JZ3006  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ3006  HISTORY     - 19970414 MARK NOT FOUND   USPSQD
 JZ3006
 JZ3006                          STATION DESCRIPTION
 JZ3006
 JZ3006'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3006'STATION IS ABOUT 1-1/2 MILES S AND 1/2 MILE W OF SALEM (CLAYTON POST
 JZ3006'OFFICE). IT IS A STANDARD DISK SET IN A CONCRETE POST AND
 JZ3006'COUNTERSUNK IN THE CENTER OF THE DIAMOND MILL RANGE ROAD. IT IS 16.6
 JZ3006'FEET (5.0 METERS) N OF A FENCE CORNER, 276.4 FEET (84.1 METERS) S
 JZ3006'OF A LARGE CONCRETE FENCE POST, AND 234.2 FEET (71.3 METERS) N OF
 JZ3006'ANOTHER LARGE CONCRETE FENCE POST.
 JZ3006'
 JZ3006'STATION MARK IS STANDARD BRONZE DISK SET IN
 JZ3006'CONCRETE.
 JZ3006'
 JZ3006'HEIGHT OF SIGNAL ABOVE STATION MARK-2.0 METERS.
 JZ3006
 JZ3006                          STATION RECOVERY (1967)
 JZ3006
 JZ3006'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ3006'UNABLE TO LOCATED ACCURATELY ENOUGH TO DIG IN PAVEMENT DESCRIPTION
 JZ3006'VAGUE.
 JZ3006
 JZ3006                          STATION RECOVERY (1997)
 JZ3006
 JZ3006'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ3006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2119 ***********************************************************************
 MB2119  DESIGNATION -  EVER GREEN
 MB2119  PID         -  MB2119
 MB2119  STATE/COUNTY-  OH/LAKE
 MB2119  USGS QUAD   -  MADISON (1994)
 MB2119
 MB2119                         *CURRENT SURVEY CONTROL
 MB2119  ___________________________________________________________________
 MB2119* NAD 83(1995)-  41 49 02.49311(N)    081 06 44.17390(W)     ADJUSTED  
 MB2119* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 MB2119  ___________________________________________________________________
 MB2119  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 MB2119  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 MB2119
 MB2119  HORZ ORDER  -  THIRD
 MB2119
 MB2119.The horizontal coordinates were established by classical geodetic methods
 MB2119.and adjusted by the National Geodetic Survey in April 1998..
 MB2119.No horizontal observational check was made to the station.
 MB2119
 MB2119.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2119
 MB2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2119
 MB2119.The geoid height was determined by GEOID03.
 MB2119
 MB2119;                    North         East     Units Scale Factor Converg.
 MB2119;SPC OH N     -   239,752.667   715,300.620   MT  1.00002474   +0 54 42.0
 MB2119;UTM  17      - 4,629,504.241   490,675.481   MT  0.99960107   -0 04 29.5
 MB2119
 MB2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2119!SPC OH N     -   0.99997769  x   1.00002474  =   1.00000243
 MB2119!UTM  17      -   0.99997769  x   0.99960107  =   0.99957877
 MB2119
 MB2119                          SUPERSEDED SURVEY CONTROL
 MB2119
 MB2119  NAD 83(1986)-  41 49 02.49978(N)    081 06 44.17773(W) AD(       ) 3
 MB2119  NAD 27      -  41 49 02.34423(N)    081 06 44.83487(W) AD(       ) 3
 MB2119  NGVD 29 (07/19/86)  177.     (m)          581.     (f) VERT ANG       
 MB2119
 MB2119.Superseded values are not recommended for survey control.
 MB2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2119.See file dsdata.txt to determine how the superseded data were derived.
 MB2119
 MB2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9067529504(NAD 83)
 MB2119_MARKER: DD = SURVEY DISK
 MB2119_SETTING: 0 = UNSPECIFIED SETTING
 MB2119_STAMPING: EVER-GREEN LSC HYDRO 1974
 MB2119_MARK LOGO: USLS  
 MB2119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2119
 MB2119  HISTORY     - Date     Condition        Report By
 MB2119  HISTORY     - 1974     MONUMENTED       USLS
 MB2119
 MB2119                          STATION DESCRIPTION
 MB2119
 MB2119'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2119'THIRD ORDER EODM TRAVERSE STATION--POSITIONED BY OPEN-ENDED
 MB2119'TRAVERSE FROM CHADWICK LSC, 1974
 MB2119'
 MB2119'THE STATION IS LOCATED ABOUT 5 MILES EAST OF PAINESVILLE, 5
 MB2119'MILES WEST OF MADISON-ON-THE-LAKE, JUST WEST OF NORTH PERRY, ATOP
 MB2119'A RIP RAP ROCK BREAKWALL EXTENDING INTO LAKE ERIE FROM THE
 MB2119'PRIVATE PROPERTY OF MR WILLIARD HILL.
 MB2119'
 MB2119'TO REACH THE STATION FROM PAINESVILLE, PROCEED EAST ON STATE
 MB2119'HIGHWAY 20, 8.0 MILES TO ANTIOCH ROAD.  TURN LEFT, NORTH, AND
 MB2119'PROCEED 0.7 MILES TO LOCKWOOD ROAD.  TURN RIGHT, EAST, AND PROCEED
 MB2119'0.3 MILES TO EVERGREEN ROAD AT THE BASE OF A HILL.  TURN LEFT,
 MB2119'NORTH, AND PROCEED TO THE END OF THE STREET AND THE STATION
 MB2119'LOCATED NORTH OF THE SANDBAGS AT 2065 EVERGREEN ROAD.
 MB2119'
 MB2119'STATION MARK IS A STANDARD BLANK BRONZE DISK SET FLUSH ATOP A BLOCK
 MB2119'OF THE RIP RAP BREAKWALL, STAMPED EVER-GREEN LSC HYDRO 1974, AND
 MB2119'IS LOCATED 4.10 FEET FROM THE MOST NEARLY EASTERN EDGE OF THE
 MB2119'BLOCK, AND 3.94 FEET FROM THE MOST NEARLY NORTHERN EDGE OF THE
 MB2119'BLOCK.
 MB2119'
 MB2119'NO REFERENCE MARKS WERE SET.  GOOD VISIBILITY IS AFFORDED TO ALL
 MB2119'POINTS SEAWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1219 ***********************************************************************
 MB1219  DESIGNATION -  EVERA
 MB1219  PID         -  MB1219
 MB1219  STATE/COUNTY-  OH/SUMMIT
 MB1219  USGS QUAD   -  AKRON EAST (1964)
 MB1219
 MB1219                         *CURRENT SURVEY CONTROL
 MB1219  ___________________________________________________________________
 MB1219* NAD 83(1995)-  41 05 24.78204(N)    081 27 03.99295(W)     ADJUSTED  
 MB1219* NAVD 88     -       362.792  (meters)    1190.26   (feet)  ADJUSTED  
 MB1219  ___________________________________________________________________
 MB1219  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 MB1219  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MB1219  DYNAMIC HT  -         362.633 (meters)    1189.74  (feet)  COMP
 MB1219  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 MB1219
 MB1219  HORZ ORDER  -  FIRST
 MB1219  VERT ORDER  -  FIRST     CLASS II
 MB1219
 MB1219.The horizontal coordinates were established by classical geodetic methods
 MB1219.and adjusted by the National Geodetic Survey in April 1998..
 MB1219
 MB1219.The orthometric height was determined by differential leveling
 MB1219.and adjusted by the National Geodetic Survey in June 1991..
 MB1219
 MB1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1219
 MB1219.The geoid height was determined by GEOID03.
 MB1219
 MB1219.The dynamic height is computed by dividing the NAVD 88
 MB1219.geopotential number by the normal gravity value computed on the
 MB1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1219.degrees latitude (g = 980.6199 gals.).
 MB1219
 MB1219.The modeled gravity was interpolated from observed gravity values.
 MB1219
 MB1219;                    North         East     Units Scale Factor Converg.
 MB1219;SPC OH N     -   158,609.435   688,120.705   MT  0.99993922   +0 41 20.6
 MB1219;UTM  17      - 4,548,870.138   462,112.754   MT  0.99961767   -0 17 47.4
 MB1219
 MB1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1219!SPC OH N     -   0.99994834  x   0.99993922  =   0.99988756
 MB1219!UTM  17      -   0.99994834  x   0.99961767  =   0.99956603
 MB1219
 MB1219:                Primary Azimuth Mark                     Grid Az
 MB1219:SPC OH N     -  GREER                                    111 36 06.6
 MB1219:UTM  17      -  GREER                                    112 35 14.6
 MB1219
 MB1219|---------------------------------------------------------------------|
 MB1219| PID    Reference Object                     Distance      Geod. Az  |
 MB1219|                                                           dddmmss.s |
 MB1219| MB1217 GREER                               APPROX. 2.4 KM 1121727.2 |
 MB1219|---------------------------------------------------------------------|
 MB1219
 MB1219                          SUPERSEDED SURVEY CONTROL
 MB1219
 MB1219  NAD 83(1986)-  41 05 24.78887(N)    081 27 03.99633(W) AD(       ) 1
 MB1219  NAD 27      -  41 05 24.58538(N)    081 27 04.57727(W) AD(       ) 1
 MB1219  NGVD 29 (??/??/92)  362.987  (m)         1190.90   (f) ADJ UNCH    1 2
 MB1219
 MB1219.Superseded values are not recommended for survey control.
 MB1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1219.See file dsdata.txt to determine how the superseded data were derived.
 MB1219
 MB1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6211348870(NAD 83)
 MB1219_MARKER: DD = SURVEY DISK
 MB1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1219_STAMPING: EVERA
 MB1219_MARK LOGO: OH0070
 MB1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1219+STABILITY: SURFACE MOTION
 MB1219
 MB1219  HISTORY     - Date     Condition        Report By
 MB1219  HISTORY     - 1963     MONUMENTED       OH0070
 MB1219  HISTORY     - 1964     GOOD             CGS
 MB1219
 MB1219                          STATION DESCRIPTION
 MB1219
 MB1219'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1219'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST-NORTHEAST OF DOWNTOWN
 MB1219'AKRON, 0.5 MILE WEST OF THE
 MB1219'INTERSECTION OF SOUTH AVENUE AND VAN EVERA STREET, IN FRONT OF THE
 MB1219'HOUSE AT 261 VAN EVERA STREET.  IT
 MB1219'IS A CITY OF AKRON DISK STAMPED EVERA, SET IN THE
 MB1219'TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS 4 INCHES
 MB1219'UNDER A 3 FOOT SQUARE OF CONCRETE
 MB1219'WITH A 23 INCH IRON MANHOLE COVER THAT IS 1 INCH UNDERGROUND.  IT IS
 MB1219'7 FEET NORTH OF THE CENTERLINE OF
 MB1219'A DIRT ROAD, 76 FEET WEST-SOUTHWEST OF A POWER POLE, 20 FEET
 MB1219'NORTHWEST OF THE INTERSECTION OF VAN
 MB1219'EVERA STREET AND A DRIVEWAY SOUTH, AND 106.3 FEET NORTH-
 MB1219'NORTHWEST OF THE NORTHWEST CORNER OF THE
 MB1219'HOUSE AT 261 VAN EVERA STREET.
 MB1219'
 MB1219'HEIGHT OF LIGHT ABOVE STATION MARK 22.32 METERS.
 MB1219
 MB1219                          STATION RECOVERY (1964)
 MB1219
 MB1219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1219'AT TALLMADGE.
 MB1219'AT TALLMADGE, 0.5 MILE WEST ALONG VAN EVERA STREET FROM THE
 MB1219'INTERSECTION OF SOUTH AVENUE (STATE HIGHWAY 91), 7 FEET NORTH OF
 MB1219'THE CENTER LINE OF STREET, 20 FEET NORTHWEST OF THE CENTER OF
 MB1219'THE INTERSECTION OF VAN EVERA STREET AND A DRIVEWAY LEADING SOUTH,
 MB1219'76 FEET WEST-SOUTHWEST OF POWER POLE TA-3713, 106.3 FEET
 MB1219'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, SET IN THE
 MB1219'TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF THE STREET
 MB1219'ACCESS TO WHICH IS HAD THROUGH A 23-INCH CAST IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1835 ***********************************************************************
 KZ1835  DESIGNATION -  EWAN
 KZ1835  PID         -  KZ1835
 KZ1835  STATE/COUNTY-  OH/MUSKINGUM
 KZ1835  USGS QUAD   -  TOBOSO (1978)
 KZ1835
 KZ1835                         *CURRENT SURVEY CONTROL
 KZ1835  ___________________________________________________________________
 KZ1835* NAD 83(1995)-  40 05 55.35621(N)    082 07 42.93150(W)     ADJUSTED  
 KZ1835* NAVD 88     -       324.30   (+/-2cm)    1064.0    (feet)  VERTCON   
 KZ1835  ___________________________________________________________________
 KZ1835  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 KZ1835  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KZ1835
 KZ1835  HORZ ORDER  -  SECOND
 KZ1835  VERT ORDER  -  THIRD ? (See Below)
 KZ1835
 KZ1835.The horizontal coordinates were established by classical geodetic methods
 KZ1835.and adjusted by the National Geodetic Survey in April 1998..
 KZ1835
 KZ1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1835.The vertical order pertains to the NGVD 29 superseded value.
 KZ1835
 KZ1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1835
 KZ1835.The geoid height was determined by GEOID03.
 KZ1835
 KZ1835;                    North         East     Units Scale Factor Converg.
 KZ1835;SPC OH S     -   233,058.410   631,670.580   MT  1.00001359   +0 14 08.4
 KZ1835;SPC OH N     -    48,045.598   631,672.706   MT  1.00008091   +0 14 38.4
 KZ1835;UTM  17      - 4,439,323.460   403,801.506   MT  0.99971392   -0 43 37.2
 KZ1835
 KZ1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1835!SPC OH S     -   0.99995441  x   1.00001359  =   0.99996800
 KZ1835!SPC OH N     -   0.99995441  x   1.00008091  =   1.00003532
 KZ1835!UTM  17      -   0.99995441  x   0.99971392  =   0.99966834
 KZ1835
 KZ1835|---------------------------------------------------------------------|
 KZ1835| PID    Reference Object                     Distance      Geod. Az  |
 KZ1835|                                                           dddmmss.s |
 KZ1835| CE6035 EWAN RM 1                            11.547 METERS 12006     |
 KZ1835| CE6036 EWAN RM 2                             6.815 METERS 21521     |
 KZ1835| CE6034 EWAN AZ MK                                         3340240.1 |
 KZ1835|---------------------------------------------------------------------|
 KZ1835
 KZ1835                          SUPERSEDED SURVEY CONTROL
 KZ1835
 KZ1835  NAD 83(1986)-  40 05 55.36192(N)    082 07 42.94232(W) AD(       ) 2
 KZ1835  NAD 27      -  40 05 55.11460(N)    082 07 43.42670(W) AD(       ) 2
 KZ1835  NGVD 29 (07/19/86)  324.51   (m)         1064.7    (f) LEVELING    3  
 KZ1835
 KZ1835.Superseded values are not recommended for survey control.
 KZ1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1835.See file dsdata.txt to determine how the superseded data were derived.
 KZ1835
 KZ1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0380239323(NAD 83)
 KZ1835_MARKER: DS = TRIANGULATION STATION DISK
 KZ1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1835
 KZ1835  HISTORY     - Date     Condition        Report By
 KZ1835  HISTORY     - 1959     MONUMENTED       CGS
 KZ1835  HISTORY     - 20050909 POOR             OH-119
 KZ1835
 KZ1835                          STATION DESCRIPTION
 KZ1835
 KZ1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1835'THE STATION IS IN THE SOUTHWEST 1/4 OF SECTION 22, T 3 W, R 9 W,
 KZ1835'JACKSON TOWNSHIP, ABOUT 13
 KZ1835'MILES NORTHWEST OF ZANESVILLE, 6.5 MILES WEST OF DRESDEN, 1.5 MILES
 KZ1835'SOUTH OF FRAZEYSBURG AND ON
 KZ1835'PROPERTY OWNED BY MR. C.E. EWAN.
 KZ1835'
 KZ1835'TO REACH THE STATION FROM THE POST OFFICE IN FRAZEYSVILLE, GO SOUTH
 KZ1835'ON A BLACKTOP STREET 0.15 MILE
 KZ1835'TO A BRICK SIDE STREET ON THE RIGHT.  TURN RIGHT AND FOLLOW THE
 KZ1835'BRICK STREET 0.1 MILE TO A CROSS
 KZ1835'STREET.  TURN LEFT AND GO SOUTH 0.15 MILE TO A REVERSE
 KZ1835'Y FORK IN THE ROAD.  BEAR RIGHT AND GO
 KZ1835'SOUTHWESTERLY ON THE BLACKTOP ROAD 0.75 MILE TO
 KZ1835'A SIDE ROAD ON THE LEFT.  TURN LEFT AND FOLLOW COUNTY
 KZ1835'ROUTE 545 SOUTHEASTERLY 0.5 MILE TO
 KZ1835'THE TOP OF THE HILL AND THE STATION ABOUT 60 FEET WEST OF THE
 KZ1835'CENTERLINE OF THE ROAD.
 KZ1835'
 KZ1835'STATION MARKS ARE STANDARD DISKS STAMPED EWAN 1959.  THE SURFACE DISK
 KZ1835'IS SET IN A SQUARE CONCRETE
 KZ1835'POST 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 40 FEET WEST OF
 KZ1835'THE CENTER OF A WOODED GATE IN THE
 KZ1835'NORTH-SOUTH FENCELINE, 48.5 FEET NORTH OF THE CENTER
 KZ1835'OF A WOODEN GATE IN THE EAST-WEST FENCELINE, 23 FEET
 KZ1835'NORTHEAST OF AN EAST-WEST FENCELINE
 KZ1835'AND 38 FEET NORTHWEST OF A STANDARD METAL WITNESS POST.  THE
 KZ1835'UNDERGROUND DISK IS SET IN AN
 KZ1835'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1835'
 KZ1835'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EWAN NO 1 1959, IS SET
 KZ1835'IN A SQUARE CONCRETE POST
 KZ1835'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 11 FEET SOUTHWEST OF A
 KZ1835'DEAD TREE WHICH IS AT THE SOUTHEAST
 KZ1835'SIDE OF THE GATE IN THE NORTH-SOUTH FENCELINE, 22.5
 KZ1835'FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 KZ1835'(COUNTY ROUTE 545), 29 FEET NORTHEAST OF
 KZ1835'THE CENTER OF THE GATE IN THE EAST-WEST FENCELINE AND 0.5
 KZ1835'FEET WEST OF THE NORTH-SOUTH
 KZ1835'FENCELINE.  A STANDARD METAL WITNESS POST WAS SET 1.6 FEET NORTHEAST
 KZ1835'OF THE MARK.
 KZ1835'
 KZ1835'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EWAN NO 2 1959, IS SET
 KZ1835'IN A SQUARE CONCRETE POST
 KZ1835'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 0.5 FEET NORTHEAST OF
 KZ1835'THE EAST-WEST FENCELINE AND 41
 KZ1835'FEET NORTHWEST OF THE CENTER OF THE GATE IN THE EAST-WEST
 KZ1835'FENCELINE.
 KZ1835'
 KZ1835'AZIMUTH MARK, A STANDARD DISK STAMPED EWAN 1959, IS SET IN A SQUARE
 KZ1835'CONCRETE POST WHICH
 KZ1835'PROJECTS 5 INCHES.  IT IS 39 FEET SOUTHEAST OF THE PAINTED CENTER
 KZ1835'LINE OF STATE HIGHWAY 16, 34.5
 KZ1835'FEET NORTHEAST OF THE NORTHWEST GATE POST IN AN EAST-WEST FENCELINE
 KZ1835'0.5 FEET NORTHWEST OF A NORTH-SOUTH
 KZ1835'FENCELINE AND 1.5 FEET SOUTHWEST OF A TELEPHONE POLE.
 KZ1835'A STANDARD METAL WITNESS POST WAS SET 1.8 FEET
 KZ1835'NORTHEAST OF THE MARK.
 KZ1835'
 KZ1835'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY ON
 KZ1835'COUNTY ROUTE 545 FOR 0.5
 KZ1835'MILE TO THE INTERSECTION OF THE BLACKTOP ROAD.  TURN LEFT AND FOLLOW
 KZ1835'THE BLACKTOP ROAD SOUTHWESTERLY
 KZ1835'0.2 MILE TO A GRAVEL SIDE ROAD ON THE RIGHT.  TURN RIGHT
 KZ1835'AND FOLLOW THE GRAVEL ROAD NORTHWESTERLY 0.5
 KZ1835'MILE TO A RAILROAD CROSSING.  CONTINUE
 KZ1835'STRAIGHT AHEAD, CROSS TRACKS, AND FOLLOW THE GRAVEL ROAD 0.6
 KZ1835'MILE TO THE INTERSECTION OF STATE
 KZ1835'HIGHWAY 16.  TURN RIGHT AND GO NORTHEASTERLY ON HIGHWAY 16 FOR 0.25
 KZ1835'MILE TO TWO SMALL STORAGE TANKS
 KZ1835'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AT A TELEPHONE
 KZ1835'POLE.
 KZ1835
 KZ1835                          STATION RECOVERY (2005)
 KZ1835
 KZ1835'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 2005 (DPS)
 KZ1835'FOUND THE PLASTIC STEM OF THIS MARKER.  THE CONCRETE TOP AND DISK HAVE
 KZ1835'BEEN REMOVED AND ARE NOT IN THE AREA.  THE PLASTIC STEM HAS A ROUND
 KZ1835'RUBBER CAP ON IT, WITH SCRATCHES IN IT, COULDN'T DETERMINE ANY
 KZ1835'DISTINCT CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1095 ***********************************************************************
 MC1095  DESIGNATION -  EXCHANGE
 MC1095  PID         -  MC1095
 MC1095  STATE/COUNTY-  OH/HURON
 MC1095  USGS QUAD   -  NEW LONDON (1977)
 MC1095
 MC1095                         *CURRENT SURVEY CONTROL
 MC1095  ___________________________________________________________________
 MC1095* NAD 83(1995)-  41 05 25.03541(N)    082 27 49.47618(W)     ADJUSTED  
 MC1095* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 MC1095  ___________________________________________________________________
 MC1095  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 MC1095  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 MC1095
 MC1095  HORZ ORDER  -  SECOND
 MC1095
 MC1095.The horizontal coordinates were established by classical geodetic methods
 MC1095.and adjusted by the National Geodetic Survey in April 1998..
 MC1095
 MC1095.The orthometric height was scaled from a topographic map.
 MC1095
 MC1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1095
 MC1095.The geoid height was determined by GEOID03.
 MC1095
 MC1095;                    North         East     Units Scale Factor Converg.
 MC1095;SPC OH N     -   158,087.984   603,046.105   MT  0.99993922   +0 01 25.7
 MC1095;UTM  17      - 4,549,812.146   377,063.233   MT  0.99978601   -0 57 43.8
 MC1095
 MC1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1095!SPC OH N     -   0.99995694  x   0.99993922  =   0.99989616
 MC1095!UTM  17      -   0.99995694  x   0.99978601  =   0.99974296
 MC1095
 MC1095:                Primary Azimuth Mark                     Grid Az
 MC1095:SPC OH N     -  EXCHANGE AZ MK                           003 25 23.5
 MC1095:UTM  17      -  EXCHANGE AZ MK                           004 24 33.0
 MC1095
 MC1095|---------------------------------------------------------------------|
 MC1095| PID    Reference Object                     Distance      Geod. Az  |
 MC1095|                                                           dddmmss.s |
 MC1095| CE6037 EXCHANGE AZ MK                                     0032649.2 |
 MC1095| MC1090 NEW LONDON MUNICIPAL TANK           APPROX. 5.6 KM 0941928.1 |
 MC1095| MC1089 NEW LONDON FIRELANDS ELEC MAST      APPROX. 5.3 KM 0964815.2 |
 MC1095| CE6038 EXCHANGE RM 1                        15.194 METERS 16953     |
 MC1095| CE6039 EXCHANGE RM 2                        17.318 METERS 30613     |
 MC1095|---------------------------------------------------------------------|
 MC1095
 MC1095                          SUPERSEDED SURVEY CONTROL
 MC1095
 MC1095  NAD 83(1986)-  41 05 25.04180(N)    082 27 49.48715(W) AD(       ) 2
 MC1095  NAD 27      -  41 05 24.84752(N)    082 27 49.87967(W) AD(       ) 2
 MC1095
 MC1095.Superseded values are not recommended for survey control.
 MC1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1095.See file dsdata.txt to determine how the superseded data were derived.
 MC1095
 MC1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7706349812(NAD 83)
 MC1095_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1095
 MC1095  HISTORY     - Date     Condition        Report By
 MC1095  HISTORY     - 1959     MONUMENTED       CGS
 MC1095  HISTORY     - 1970     SEE DESCRIPTION  OHHD
 MC1095
 MC1095                          STATION DESCRIPTION
 MC1095
 MC1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1095'THE STATION IS ABOUT 3.5 MILES WEST OF NEW LONDON, 5.0 MILES
 MC1095'NORTHEAST OF GREENWICH, 1.25
 MC1095'MILES EAST OF FITCHVILLE, 0.05 MILE WEST OF EXCHANGE ROAD, ALONG THE
 MC1095'SOUTH SIDE OF STATE HIGHWAY
 MC1095'162 AND ON PROPERTY OWNED BY MR. JOE KRISKA.
 MC1095'
 MC1095'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 250 AND
 MC1095'STATE HIGHWAYS 13 AND 162 IN
 MC1095'THE CENTER OF FITCHVILLE, GO EAST ON HIGHWAYS 250 AND 162 FOR 0.3
 MC1095'MILE TO A SIDE ROAD ON THE RIGHT,
 MC1095'WHERE HIGHWAY 250 BEARS RIGHT.  CONTINUE EAST ON HIGHWAY
 MC1095'162 FOR 1.0 MILE TO MR. KRISKAS RESIDENCE ON
 MC1095'THE RIGHT AND THE STATION ON THE WEST
 MC1095'SIDE OF THE WHITE PICKET FENCE.
 MC1095'
 MC1095'THE STATION MARKS ARE STANDARD DISKS STAMPED EXCHANGE 1959.  THE
 MC1095'SURFACE DISK IS SET IN A
 MC1095'SQUARE CONCRETE POST 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 MC1095'IS 13.5 FEET WEST OF THE PICKET
 MC1095'FENCE, 49 FEET SOUTH OF THE PAINTED CENTER LINE OF HIGHWAY 162,
 MC1095'60 FEET WEST OF A 30-INCH MAPLE TREE WHICH
 MC1095'IS IN THE NORTHWEST SIDE OF MR. KRISKAS
 MC1095'LAWN, 21 FEET SOUTHWEST OF THE CENTER OF A WOODEN GATE AND
 MC1095'23.5 FEET SOUTH OF AN EASTWEST FENCE.
 MC1095'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 MC1095'INCHES BELOW THE SURFACE OF
 MC1095'THE GROUND.
 MC1095'
 MC1095'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EXCHANGE NO 1 1959, IS
 MC1095'SET IN A SQUARE CONCRETE
 MC1095'POST WHICH PROJECTS 5 INCHES.  IT IS 1.5 FEET WEST OF THE PICKET
 MC1095'FENCE AND 2.5 FEET NORTH OF THE
 MC1095'NORTH SIDE OF A SMALL SHED WHICH IS AT THE NORTHWEST CORNER
 MC1095'OF A BARN.
 MC1095'
 MC1095'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EXCHANGE NO 2 1959, IS
 MC1095'SET IN A SQUARE CONCRETE
 MC1095'POST WHICH PROJECTS 3 INCHES.  IT IS 3.5 FEET SOUTH OF THE EAST-WEST
 MC1095'FENCE, 27.5 FEET SOUTH OF THE
 MC1095'PAINTED CENTER LINE OF HIGHWAY 162 AND 63 FEET WEST OF
 MC1095'THE CENTER OF THE WOODEN GATE.  A STANDARD METAL
 MC1095'WITNESS POST WAS SET 1.5 FEET WEST
 MC1095'OF THE MARK.
 MC1095'
 MC1095'AZIMUTH MARK A STANDARD DISK STAMPED EXCHANGE 1959, IS SET IN A
 MC1095'SQUARE CONCRETE POST WHICH
 MC1095'PROJECTS 4 INCHES.  IT IS 1.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 MC1095'OF A CORN CRIB AND TOOL SHED.
 MC1095'A STANDARD METAL WITNESS POST WAS SET 1.6 FEET EAST OF THE
 MC1095'MARK.
 MC1095'
 MC1095'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 162
 MC1095'FOR 0.05 MILE TO A CROSSROAD.
 MC1095'TURN LEFT AND GO NORTH ON EXCHANGE ROAD FOR 0.8 MILE TO A HOUSE ON
 MC1095'THE RIGHT AND THE AZIMUTH MARK ON
 MC1095'THE LEFT AT THE SOUTHWEST CORNER OF THE CORN CRIB
 MC1095'AND TOOL SHED.
 MC1095'
 MC1095'HEIGHT OF LIGHT ABOVE STATION MARK-26 METERS.
 MC1095
 MC1095                          STATION RECOVERY (1970)
 MC1095
 MC1095'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (RT)
 MC1095'EXCHANGE TRIANGLE 1959 GOOD NEW SIGN AND POST
 MC1095'EXCHANGE NO 2 GOOD
 MC1095'NEW SIGN AND POST
 MC1095'EXCHANGE NO 2 GOOD PAINTED POST
 MC1095'EXCHANGE 1959 AZIMUTH GOOD NEW SIGN AND POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2974 ***********************************************************************
 MB2974  CBN         -  This is a Cooperative Base Network Control Station.
 MB2974  PACS        -  This is a Primary Airport Control Station.
 MB2974  DESIGNATION -  EXECPORT
 MB2974  PID         -  MB2974
 MB2974  STATE/COUNTY-  OH/MAHONING
 MB2974  USGS QUAD   -  CANFIELD (1979)
 MB2974
 MB2974                         *CURRENT SURVEY CONTROL
 MB2974  ___________________________________________________________________
 MB2974* NAD 83(1995)-  41 03 34.89866(N)    080 49 49.49627(W)     ADJUSTED  
 MB2974* NAVD 88     -       299.43   (meters)     982.4    (feet)  GPS OBS   
 MB2974  ___________________________________________________________________
 MB2974  X           -     767,534.022 (meters)                     COMP
 MB2974  Y           -  -4,754,890.173 (meters)                     COMP
 MB2974  Z           -   4,167,598.571 (meters)                     COMP
 MB2974  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 MB2974  ELLIP HEIGHT-         265.58  (meters)          (03/08/05) GPS OBS
 MB2974  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB2974
 MB2974  HORZ ORDER  -  B
 MB2974  ELLP ORDER  -  FOURTH    CLASS II
 MB2974
 MB2974.This mark is at Youngstown Executive Airport (06G)
 MB2974
 MB2974.The horizontal coordinates were established by GPS observations
 MB2974.and adjusted by the National Geodetic Survey in August 1996..
 MB2974
 MB2974.The orthometric height was determined by GPS observations and a
 MB2974.high-resolution geoid model.
 MB2974
 MB2974.GPS derived orthometric heights for airport stations designated as
 MB2974.PACS or SACS are published to 2 decimal places.  This maintains
 MB2974.centimeter relative accuracy between the PACS and SACS.  It does
 MB2974.not indicate centimeter accuracy relative to other marks which are
 MB2974.part of the NAVD 88 network.
 MB2974
 MB2974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB2974
 MB2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2974
 MB2974.The ellipsoidal height was determined by GPS observations
 MB2974.and is referenced to NAD 83.
 MB2974
 MB2974.The geoid height was determined by GEOID03.
 MB2974
 MB2974;                    North         East     Units Scale Factor Converg.
 MB2974;SPC OH N     -   156,033.186   740,326.868   MT  0.99993915   +1 05 48.6
 MB2974;UTM  17      - 4,545,397.556   514,249.433   MT  0.99960250   +0 06 41.0
 MB2974
 MB2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2974!SPC OH N     -   0.99995834  x   0.99993915  =   0.99989750
 MB2974!UTM  17      -   0.99995834  x   0.99960250  =   0.99956086
 MB2974
 MB2974:                Primary Azimuth Mark                     Grid Az
 MB2974:SPC OH N     -  EXECPORT AZ MK                           109 05 42.2
 MB2974:UTM  17      -  EXECPORT AZ MK                           110 04 49.8
 MB2974
 MB2974|---------------------------------------------------------------------|
 MB2974| PID    Reference Object                     Distance      Geod. Az  |
 MB2974|                                                           dddmmss.s |
 MB2974| MB2977 EXECPORT AZ MK                      426.968 METERS 1101130.8 |
 MB2974|---------------------------------------------------------------------|
 MB2974
 MB2974                          SUPERSEDED SURVEY CONTROL
 MB2974
 MB2974  NAD 83(1986)-  41 03 34.90654(N)    080 49 49.50473(W) AD(       ) 3
 MB2974  NAD 27      -  41 03 34.68735(N)    080 49 50.18072(W) AD(       ) 3
 MB2974  NGVD 29 (02/23/89)  299.7    (m)          983.     (f) GPS OBS        
 MB2974
 MB2974.Superseded values are not recommended for survey control.
 MB2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2974.See file dsdata.txt to determine how the superseded data were derived.
 MB2974
 MB2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1424945398(NAD 83)
 MB2974_MARKER: DH = HORIZONTAL CONTROL DISK
 MB2974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2974_SP_SET: CONCRETE POST
 MB2974_STAMPING: EXECPORT 1986
 MB2974_MARK LOGO: NGS   
 MB2974_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB2974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2974+STABILITY: SURFACE MOTION
 MB2974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2974+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 MB2974
 MB2974  HISTORY     - Date     Condition        Report By
 MB2974  HISTORY     - 1986     MONUMENTED       NGS
 MB2974  HISTORY     - 19871027 GOOD
 MB2974  HISTORY     - 19880913 GOOD             NGS
 MB2974  HISTORY     - 19901027 GOOD             NGS
 MB2974  HISTORY     - 19950726 GOOD             NGS
 MB2974  HISTORY     - 20060612 GOOD             GEOCAC
 MB2974
 MB2974                          STATION DESCRIPTION
 MB2974
 MB2974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MB2974'STATION IS ABOUT 10 MILES WEST OF YOUNGSTOWN, 3 MILES SOUTHEAST OF
 MB2974'NORTH JACKSON, AT THE YOUNGSTOWN EXECUTIVE AIRPORT, AT THE JUNCTION
 MB2974'OF THE MAIN RAM AND THE RUNWAY.  OWNERSHIP CITY OF YOUNGSTOWN, C/O
 MB2974'AIRPORT MANAGER JOHN IRWIN, 9579 GIBSON ROAD, NORTH JACKSON OH 44451
 MB2974'PHONE 216-538-2528
 MB2974'TO REACH FROM THE JUNCTION OF THE MAIN STREET AND STATE HIGHWAY 45 IN
 MB2974'NORTH JACKSON (JUST NORTH OF THE POST OFFICE), GO SOUTH ON HIGHWAY 45
 MB2974'FOR 2.1 MILES TO A PAVED ROAD LEFT.  TURN LEFT, EAST, ON KIRK ROAD
 MB2974'FOR 0.7 MILES TO AN OFFSET CROSSROAD.  TURN RIGHT, SOUTH FOR 0.5 MILES
 MB2974'TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH ON ROAD, THEN RAMP FOR 0.2
 MB2974'MILES TO THE RUNWAY AND STATION ON LEFT.  TO REACH THE AZIMUTH MARK
 MB2974'FROM STATION, GO SOUTHEAST ON NARROW PAVED LANE FOR 0.3 MILES TO A
 MB2974'CURVE JUST BEFORE RUNWAY AND MARK ON THE RIGHT.
 MB2974'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED --EXECPORT
 MB2974'1986--. THE SURFACE DISK IS SET IN TOP OF A 25 CM ROUND CONCRETE
 MB2974'POST PROJECTION 1 CM.  IT IS 24.3 METERS NORTHEAST OF THE RUNWAY
 MB2974'CENTER, 17.7 METERS SOUTHEAST OF THE RAMP CENTER, 5.7 METERS EAST
 MB2974'NORTHEAST OF A FIBERGLASS WITNESS POST, 14.9 METERS SOUTHWEST OF THE
 MB2974'TARMAC EDGE, AND 5.8 METERS WEST OF SOUTHWEST CORNER OF A MACADAM
 MB2974'AIRCRAFT PARKING APRON.  THE SUBSURFACE DISK IS SET IN THE TOP OF AN
 MB2974'IRREGULAR CONCRETE MASS ABOUT 1.2 METERS BELOW GROUND.
 MB2974'DESCRIBED BY B.L. LAMBERT. TYPED BY JAMES MALONEY 9/05/87.
 MB2974
 MB2974                          STATION RECOVERY (1987)
 MB2974
 MB2974'RECOVERED 1987
 MB2974'RECOVERED IN GOOD CONDITION.
 MB2974
 MB2974                          STATION RECOVERY (1988)
 MB2974
 MB2974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MB2974'RECOVERED IN GOOD CONDITION.
 MB2974
 MB2974                          STATION RECOVERY (1990)
 MB2974
 MB2974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 MB2974'THE STATION IS LOCATED ABOUT 4.82 KM (3.00 MI) SOUTHEAST OF NORTH
 MB2974'JACKSON, AT THE YOUNGSTOWN EXECUTIVE AIRPORT AND AT THE JUNCTION OF
 MB2974'THE TAXIWAY AND RUNWAY.  OWNERSHIP--CITY OF YOUNGSTOWN,  C/O LEON
 MB2974'SYREK, AIRPORT MANAGER, 9579 GIBSON ROAD, NORTH JACKSON, OH 44451,
 MB2974'PHONE (216)538-3456.
 MB2974'TO REACH THE STATION FROM THE WESTBOUND LANE OF INTERSTATE HIGHWAY 76
 MB2974'AND BAILEY ROAD (EXIT 57), LOCATED ABOUT 3.54 KM (2.20 MI) WEST OF
 MB2974'NORTH JACKSON, GO SOUTH ON BAILEY ROAD FOR 1.05 KM (0.65 MI) TO THE
 MB2974'JUNCTION OF MAHONING ROAD, TURN LEFT, EAST, ON MAHONING ROAD FOR 2.57
 MB2974'KM (1.60 MI) TO THE JUNCTION OF STATE HIGHWAY 45, TURN RIGHT, SOUTH,
 MB2974'ON STATE HIGHWAY 45 FOR 3.38 KM (2.10 MI) TO THE JUNCTION OF KIRK
 MB2974'ROAD ON THE LEFT, TURN LEFT, EAST, ON KIRK ROAD FOR 1.13 KM
 MB2974'(0.70 MI) TO THE JUNCTION OF GAULT ROAD ON THE RIGHT, TURN RIGHT,
 MB2974'SOUTH, ON GAULT ROAD FOR 0.88 KM (0.55 MI) TO THE JUNCTION OF GIBSON
 MB2974'ROAD ON THE LEFT, TURN LEFT, EAST, ON GIBSON ROAD FOR 1.20 KM
 MB2974'(0.75 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT,
 MB2974'SOUTH, ON THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO THE APRON AND
 MB2974'THE AIRPORT OFFICE ON THE LEFT, CONTINUE AHEAD TO THE JUNCTION OF THE
 MB2974'RUNWAY AND THE STATION ON THE LEFT.
 MB2974'THE STATION IS ABOUT FLUSH WITH THE GROUND LOCATED 24.3 M (79.7 FT)
 MB2974'NORTHEAST OF THE CENTER OF THE RUNWAY, 17.7 M (58.1 FT) SOUTHEAST OF
 MB2974'THE CENTER OF THE TAXIWAY, 14.0 M (45.9 FT) NORTH OF THE NORTH EDGE
 MB2974'OF THE APRON AND 5.7 M (18.7 FT) EAST OF A FIBERGLASS WITNESS POST.
 MB2974
 MB2974                          STATION RECOVERY (1995)
 MB2974
 MB2974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MB2974'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 16 KM
 MB2974'(9.95 MI) WEST OF YOUNGSTOWN, 6 KM (3.70 MI) SOUTH OF INTERSTATE
 MB2974'HIGHWAY 76, 5 KM (3.10 MI) SOUTHEAST OF NORTH JACKSON AT THE
 MB2974'YOUNGSTOWN EXECUTIVE AIRPORT, ADJACENT TO THE APRON, IN THE NORTHEAST
 MB2974'QUADRANT OF THE JUNCTION OF THE RUNWAY AND A CONNECTOR TAXI AT
 MB2974'MIDFIELD.  OWNERSHIP--CITY OF YOUNGSTOWN.  AIRPORT MANAGER IS LEON
 MB2974'SYREK, 9579 GIBSON ROAD, NORTH JACKSON, OH.  44451.  PHONE
 MB2974'330-538-3456.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 76 AND
 MB2974'BAILEY ROAD (EXIT 57) , ABOUT 4 KM (2.50 MI) WEST OF NORTH JACKSON, GO
 MB2974'SOUTH ON BAILEY ROAD FOR 1.05 KM (0.65 MI) TO A PAVED CROSSROAD
 MB2974'(MAHONING ROAD) .  TURN LEFT, EAST, ON MAHONING ROAD FOR 2.57 KM (1.60
 MB2974'MI) TO THE JUNCTION OF STATE HIGHWAY 45.  TURN RIGHT, SOUTH, ON
 MB2974'HIGHWAY 45 FOR 3.38 KM (2.10 MI) TO THE JUNCTION OF KIRK ROAD ON THE
 MB2974'LEFT.  TURN LEFT, EAST, ON KIRK ROAD FOR 1.13 KM (0.70 MI) TO THE
 MB2974'JUNCTION OF GAULT ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON GAULT ROAD
 MB2974'FOR 0.88 KM (0.55 MI) TO THE JUNCTION OF GIBSON ROAD ON THE LEFT.
 MB2974'TURN LEFT, EAST, ON GIBSON ROAD FOR 1.2 KM (0.75 MI) TO THE AIRPORT
 MB2974'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON THE ENTRANCE ROAD
 MB2974'FOR 0.16 KM (0.10 MI) TO THE APRON AND AIRPORT OFFICE ON THE LEFT.
 MB2974'CONTINUE AHEAD, SOUTHWEST, ACROSS THE APRON AND ALONG TAXI FOR 0.16 KM
 MB2974'(0.10 MI) TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE LEFT.
 MB2974'THE STATION IS SET IN THE TOP OF A 30 CM CONCRETE POST SET FLUSH WITH
 MB2974'THE GROUND.  IT IS 24.3 M (79.7 FT) NORTHEAST OF THE CENTER OF THE
 MB2974'RUNWAY, 17.7 M (58.1 FT) SOUTHEAST OF THE CENTER OF THE TAXI, 14.0 M
 MB2974'(45.9 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE APRON, AND 5.7 M
 MB2974'(18.7 FT) EAST OF A FIBERGLASS WITNESS POST.
 MB2974
 MB2974                          STATION RECOVERY (2006)
 MB2974
 MB2974'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2974'THE AIRPORT IS NOT IN USE AND THE LAND IS FOR SALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2977 ***********************************************************************
 MB2977  DESIGNATION -  EXECPORT AZ MK
 MB2977  PID         -  MB2977
 MB2977  STATE/COUNTY-  OH/MAHONING
 MB2977  USGS QUAD   -  CANFIELD (1979)
 MB2977
 MB2977                         *CURRENT SURVEY CONTROL
 MB2977  ___________________________________________________________________
 MB2977* NAD 83(1995)-  41 03 30.12096(N)    080 49 32.33469(W)     ADJUSTED  
 MB2977* NAVD 88     -       292.8    (meters)     961.     (feet)  VERTCON   
 MB2977  ___________________________________________________________________
 MB2977  X           -     767,944.260 (meters)                     COMP
 MB2977  Y           -  -4,754,916.860 (meters)                     COMP
 MB2977  Z           -   4,167,483.012 (meters)                     COMP
 MB2977  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 MB2977  ELLIP HEIGHT-         258.85  (meters)          (04/01/98) GPS OBS
 MB2977  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB2977
 MB2977  HORZ ORDER  -  THIRD
 MB2977  ELLP ORDER  -  FOURTH    CLASS I
 MB2977
 MB2977.This mark is at Youngstown Executive Airport (06G)
 MB2977
 MB2977.The horizontal coordinates were established by GPS observations
 MB2977.and adjusted by the National Geodetic Survey in April 1998..
 MB2977
 MB2977.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2977
 MB2977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB2977
 MB2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2977
 MB2977.The ellipsoidal height was determined by GPS observations
 MB2977.and is referenced to NAD 83.
 MB2977
 MB2977.The geoid height was determined by GEOID03.
 MB2977
 MB2977;                    North         East     Units Scale Factor Converg.
 MB2977;SPC OH N     -   155,893.518   740,730.318   MT  0.99993915   +1 05 59.9
 MB2977;UTM  17      - 4,545,251.019   514,650.286   MT  0.99960264   +0 06 52.3
 MB2977
 MB2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2977!SPC OH N     -   0.99995940  x   0.99993915  =   0.99989855
 MB2977!UTM  17      -   0.99995940  x   0.99960264  =   0.99956205
 MB2977
 MB2977:                Primary Azimuth Mark                     Grid Az
 MB2977:SPC OH N     -  EXECPORT                                 289 05 42.2
 MB2977:UTM  17      -  EXECPORT                                 290 04 49.8
 MB2977
 MB2977|---------------------------------------------------------------------|
 MB2977| PID    Reference Object                     Distance      Geod. Az  |
 MB2977|                                                           dddmmss.s |
 MB2977| MB2974 EXECPORT                            426.968 METERS 2901142.1 |
 MB2977|---------------------------------------------------------------------|
 MB2977
 MB2977                          SUPERSEDED SURVEY CONTROL
 MB2977
 MB2977  NAD 83(1986)-  41 03 30.12871(N)    080 49 32.34315(W) AD(       ) 3
 MB2977  NAD 27      -  41 03 29.90944(N)    080 49 33.01982(W) AD(       ) 3
 MB2977  NGVD 29 (02/23/89)  292.9    (m)          961.     (f) GPS OBS        
 MB2977
 MB2977.Superseded values are not recommended for survey control.
 MB2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2977.See file dsdata.txt to determine how the superseded data were derived.
 MB2977
 MB2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1465045251(NAD 83)
 MB2977_MARKER: DZ = AZIMUTH MARK DISK
 MB2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2977_SP_SET: CONCRETE POST
 MB2977_STAMPING: EXECPORT 1986
 MB2977_MARK LOGO: NGS   
 MB2977_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB2977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2977+STABILITY: SURFACE MOTION
 MB2977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2977+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 MB2977
 MB2977  HISTORY     - Date     Condition        Report By
 MB2977  HISTORY     - 1986     MONUMENTED       NGS
 MB2977  HISTORY     - 19871027 GOOD
 MB2977  HISTORY     - 20060612 GOOD             GEOCAC
 MB2977
 MB2977                          STATION DESCRIPTION
 MB2977
 MB2977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MB2977'STATION IS ABOUT 10 MILES WEST OF YOUNGSTOWN, 3 MILES SOUTHEAST OF
 MB2977'NORTH JACKSON, AT THE YOUNGSTOWN EXECUTIVE AIRPORT, AT THE JUNCTION
 MB2977'OF THE MAIN RAM AND THE RUNWAY.  OWNERSHIP CITY OF YOUNGSTOWN, C/O
 MB2977'AIRPORT MANAGER JOHN IRWIN, 9579 GIBSON ROAD, NORTH JACKSON OH 44451
 MB2977'PHONE 216-538-2528
 MB2977'TO REACH FROM THE JUNCTION OF THE MAIN STREET AND STATE HIGHWAY 45 IN
 MB2977'NORTH JACKSON (JUST NORTH OF THE POST OFFICE), GO SOUTH ON HIGHWAY 45
 MB2977'FOR 2.1 MILES TO A PAVED ROAD LEFT.  TURN LEFT, EAST, ON KIRK ROAD
 MB2977'FOR 0.7 MILES TO AN OFFSET CROSSROAD.  TURN RIGHT, SOUTH FOR 0.5 MILES
 MB2977'TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH ON ROAD, THEN RAMP FOR 0.2
 MB2977'MILES TO THE RUNWAY AND STATION ON LEFT.  TO REACH THE AZIMUTH MARK
 MB2977'FROM STATION, GO SOUTHEAST ON NARROW PAVED LANE FOR 0.3 MILES TO A
 MB2977'CURVE JUST BEFORE RUNWAY AND MARK ON THE RIGHT.
 MB2977'AZIMUTH MARKS ARE STANDARD NGS DISK STAMPED ---EXECPORT 1986---. THE
 MB2977'SURFACE DISK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST
 MB2977'PROJECTION 1 CM.  IT IS 19.8 METERS NORTHEAST OF THE RUNWAY CENTER,
 MB2977'14.4 METERS SOUTHWEST OF THE SOUTH EDGE OF NARROW ROAD, 13.9 METERS
 MB2977'EAST OF NORTHWEST END OF CONCRETE PIPE UNDER ROAD, 21.1 METERS NORTH
 MB2977'OF THE PAVEMENT EDGE AT JUNCTION OF ROAD AND RUNWAY, AND 0.4 METER
 MB2977'SOUTHEAST OF A FIBERGLASS WITNESS POST.  SUBSURFACE DISK IS SET IN
 MB2977'THE TOP OF AN IRREGULAR CONCRETE MASS 1.2 METERS BELOW GROUND.
 MB2977'DESCRIBED BY G. R. HEID.  TYPED BY JAMES MALONEY 9/05/87.
 MB2977
 MB2977                          STATION RECOVERY (1987)
 MB2977
 MB2977'RECOVERED 1987
 MB2977'RECOVERED IN GOOD CONDITION.
 MB2977
 MB2977                          STATION RECOVERY (2006)
 MB2977
 MB2977'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2977'THE AIRPORT IS NOT IN USE AND THE LAND IS FOR SALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1268 ***********************************************************************
 KY1268  DESIGNATION -  F 10
 KY1268  PID         -  KY1268
 KY1268  STATE/COUNTY-  OH/STARK
 KY1268  USGS QUAD   -  CANTON WEST (1985)
 KY1268
 KY1268                         *CURRENT SURVEY CONTROL
 KY1268  ___________________________________________________________________
 KY1268* NAD 83(1986)-  40 47 30.     (N)    081 22 37.     (W)     SCALED    
 KY1268* NAVD 88     -       317.537  (meters)    1041.79   (feet)  ADJUSTED  
 KY1268  ___________________________________________________________________
 KY1268  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KY1268  DYNAMIC HT  -         317.386 (meters)    1041.29  (feet)  COMP
 KY1268  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 KY1268
 KY1268  VERT ORDER  -  FIRST     CLASS I
 KY1268
 KY1268.The horizontal coordinates were scaled from a topographic map and have
 KY1268.an estimated accuracy of +/- 6 seconds.
 KY1268
 KY1268.The orthometric height was determined by differential leveling
 KY1268.and adjusted by the National Geodetic Survey in June 1991..
 KY1268
 KY1268.The geoid height was determined by GEOID03.
 KY1268
 KY1268.The dynamic height is computed by dividing the NAVD 88
 KY1268.geopotential number by the normal gravity value computed on the
 KY1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1268.degrees latitude (g = 980.6199 gals.).
 KY1268
 KY1268.The modeled gravity was interpolated from observed gravity values.
 KY1268
 KY1268;                    North         East    Units  Estimated Accuracy
 KY1268;SPC OH N     -   125,540.      694,780.      MT  (+/- 180 meters Scaled)
 KY1268
 KY1268                          SUPERSEDED SURVEY CONTROL
 KY1268
 KY1268  NGVD 29 (??/??/92)  317.724  (m)         1042.40   (f) ADJ UNCH    1 1
 KY1268
 KY1268.Superseded values are not recommended for survey control.
 KY1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1268.See file dsdata.txt to determine how the superseded data were derived.
 KY1268
 KY1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF681156(NAD 83)
 KY1268_MARKER: DB = BENCH MARK DISK
 KY1268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1268_SP_SET: BUILDING
 KY1268_STAMPING: F 10 1934
 KY1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1268
 KY1268  HISTORY     - Date     Condition        Report By
 KY1268  HISTORY     - 1934     MONUMENTED       CGS
 KY1268  HISTORY     - 1966     GOOD             NGS
 KY1268  HISTORY     - 19911129 MARK NOT FOUND   OHDT
 KY1268
 KY1268                          STATION DESCRIPTION
 KY1268
 KY1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1268'AT CANTON.
 KY1268'AT CANTON, ALONG THE PENNSYLVANIA RAILROAD, IN SECTION 9, R 8 W,
 KY1268'T 10 N, NEAR THE CROSSING OF MARKET AVENUE SOUTH, SET VERTICALLY
 KY1268'IN THE WEST FACE AND NEAR THE SOUTHWEST CORNER OF THE STATION
 KY1268'BUILDING, 40 FEET NORTH OF THE NORTH RAIL OF THE NORTH ONE OF
 KY1268'THREE TRACKS, 57 FEET SOUTHEAST OF THE SOUTHEAST CURB LINE OF
 KY1268'MARKET AVENUE SOUTH, 0.2 MILE EAST OF MILEPOST 102, 1.4 FEET
 KY1268'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING AND 3 FEET ABOVE
 KY1268'THE LEVEL OF THE SIDEWALK.
 KY1268
 KY1268                          STATION RECOVERY (1991)
 KY1268
 KY1268'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (SJ)
 KY1268'------ REPORT BY ODOT --------1991--------- CONDITION - UNKNOWN -----
 KY1268'NOTE*PULLED RECORD DISTANCES FROM TRACKS AND FROM CURB.THERE IS A
 KY1268'BUILDING THERE BUT IT HAS EITHER BEEN REMOLDED OR REPLACED.NO SIGN OF
 KY1268'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0602 ***********************************************************************
 MB0602  DESIGNATION -  F 109
 MB0602  PID         -  MB0602
 MB0602  STATE/COUNTY-  OH/TRUMBULL
 MB0602  USGS QUAD   -  SHARON WEST (1994)
 MB0602
 MB0602                         *CURRENT SURVEY CONTROL
 MB0602  ___________________________________________________________________
 MB0602* NAD 83(1986)-  41 09 56.     (N)    080 34 12.     (W)     SCALED    
 MB0602* NAVD 88     -       283.734  (meters)     930.88   (feet)  ADJUSTED  
 MB0602  ___________________________________________________________________
 MB0602  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB0602  DYNAMIC HT  -         283.605 (meters)     930.46  (feet)  COMP
 MB0602  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 MB0602
 MB0602  VERT ORDER  -  SECOND    CLASS 0
 MB0602
 MB0602.The horizontal coordinates were scaled from a topographic map and have
 MB0602.an estimated accuracy of +/- 6 seconds.
 MB0602
 MB0602.The orthometric height was determined by differential leveling
 MB0602.and adjusted by the National Geodetic Survey in June 1991..
 MB0602
 MB0602.The geoid height was determined by GEOID03.
 MB0602
 MB0602.The dynamic height is computed by dividing the NAVD 88
 MB0602.geopotential number by the normal gravity value computed on the
 MB0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0602.degrees latitude (g = 980.6199 gals.).
 MB0602
 MB0602.The modeled gravity was interpolated from observed gravity values.
 MB0602
 MB0602;                    North         East    Units  Estimated Accuracy
 MB0602;SPC OH N     -   168,240.      761,950.      MT  (+/- 180 meters Scaled)
 MB0602
 MB0602                          SUPERSEDED SURVEY CONTROL
 MB0602
 MB0602  NGVD 29 (??/??/92)  283.901  (m)          931.43   (f) ADJ UNCH    2 0
 MB0602
 MB0602.Superseded values are not recommended for survey control.
 MB0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0602.See file dsdata.txt to determine how the superseded data were derived.
 MB0602
 MB0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF360572(NAD 83)
 MB0602_MARKER: DB = BENCH MARK DISK
 MB0602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0602_SP_SET: ABUTMENT
 MB0602_STAMPING: F 109 1935
 MB0602_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0602
 MB0602  HISTORY     - Date     Condition        Report By
 MB0602  HISTORY     - 1935     MONUMENTED       CGS
 MB0602  HISTORY     - 1950     GOOD             NGS
 MB0602  HISTORY     - 1958     GOOD             NGS
 MB0602  HISTORY     - 19911107 GOOD             OHDT
 MB0602
 MB0602                          STATION DESCRIPTION
 MB0602
 MB0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0602'AT HUBBARD.
 MB0602'ABOUT 405 FEET WEST OF THE ERIE RAILROAD STATION AT HUBBARD,
 MB0602'ABOUT 3,160 FEET NORTH OF MILEPOST 74, IN THE TOP AND NORTH
 MB0602'END OF THE STONE ABUTMENT OF A 90 FOOT STEEL GIRDER BRIDGE OVER
 MB0602'A STREAM, 9 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK
 MB0602'CEMENTED IN A DRILLED HOLE AND ABOUT 6 FEET BELOW THE LEVEL OF
 MB0602'THE TRACKS.
 MB0602
 MB0602                          STATION RECOVERY (1958)
 MB0602
 MB0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MB0602'RECOVERED IN GOOD CONDITION.
 MB0602
 MB0602                          STATION RECOVERY (1991)
 MB0602
 MB0602'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991
 MB0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1064 ***********************************************************************
 KZ1064  DESIGNATION -  F 11
 KZ1064  PID         -  KZ1064
 KZ1064  STATE/COUNTY-  OH/RICHLAND
 KZ1064  USGS QUAD   -  CRESTLINE (1982)
 KZ1064
 KZ1064                         *CURRENT SURVEY CONTROL
 KZ1064  ___________________________________________________________________
 KZ1064* NAD 83(1986)-  40 47 56.     (N)    082 43 32.     (W)     SCALED    
 KZ1064* NAVD 88     -       348.884  (meters)    1144.63   (feet)  ADJUSTED  
 KZ1064  ___________________________________________________________________
 KZ1064  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KZ1064  DYNAMIC HT  -         348.711 (meters)    1144.06  (feet)  COMP
 KZ1064  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 KZ1064
 KZ1064  VERT ORDER  -  FIRST     CLASS I
 KZ1064
 KZ1064.The horizontal coordinates were scaled from a topographic map and have
 KZ1064.an estimated accuracy of +/- 6 seconds.
 KZ1064
 KZ1064.The orthometric height was determined by differential leveling
 KZ1064.and adjusted by the National Geodetic Survey in June 1991..
 KZ1064
 KZ1064.The geoid height was determined by GEOID03.
 KZ1064
 KZ1064.The dynamic height is computed by dividing the NAVD 88
 KZ1064.geopotential number by the normal gravity value computed on the
 KZ1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1064.degrees latitude (g = 980.6199 gals.).
 KZ1064
 KZ1064.The modeled gravity was interpolated from observed gravity values.
 KZ1064
 KZ1064;                    North         East    Units  Estimated Accuracy
 KZ1064;SPC OH N     -   125,750.      580,970.      MT  (+/- 180 meters Scaled)
 KZ1064
 KZ1064                          SUPERSEDED SURVEY CONTROL
 KZ1064
 KZ1064  NGVD 29 (??/??/92)  349.019  (m)         1145.07   (f) ADJ UNCH    1 1
 KZ1064
 KZ1064.Superseded values are not recommended for survey control.
 KZ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1064.See file dsdata.txt to determine how the superseded data were derived.
 KZ1064
 KZ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF544178(NAD 83)
 KZ1064_MARKER: DB = BENCH MARK DISK
 KZ1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1064_STAMPING: F 11 1934
 KZ1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1064+STABILITY: SURFACE MOTION
 KZ1064
 KZ1064  HISTORY     - Date     Condition        Report By
 KZ1064  HISTORY     - 1934     MONUMENTED       CGS
 KZ1064  HISTORY     - 1967     GOOD             NGS
 KZ1064  HISTORY     - 1973     MARK NOT FOUND   OHDT
 KZ1064  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KZ1064  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KZ1064
 KZ1064                          STATION DESCRIPTION
 KZ1064
 KZ1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1064'0.9 MI NE FROM CRESTLINE.
 KZ1064'ABOUT 0.9 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1064'FROM THE CROSSING OF U.S. HIGHWAY 30N AT CRESTLINE, ABOUT 0.5
 KZ1064'MILE SOUTHWEST OF MILEPOST 74, 46 FEET NORTHEAST OF THE CENTER
 KZ1064'OF THE CROSSING OF BEAM ROAD AND THE NORTHBOUND TRACK, 45 FEET
 KZ1064'NORTHWEST OF THE CENTER OF THE JUNCTION OF BEAM AND KAHN ROAD,
 KZ1064'25.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NEAR TRACK,
 KZ1064'8 1/2 FEET SOUTHWEST OF A TELEGRAPH POLE, 2 FEET NORTHWEST
 KZ1064'OF THE LINE OF POLES, 18 FEET NORTH OF THE CENTER LINE OF
 KZ1064'BEAM ROAD, 5 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE
 KZ1064'TOP OF A CONCRETE POST 3 FEET UNDERGROUND ACCESS TO WHICH
 KZ1064'IS HAD THROUGH A 24-INCH PIPE WITH A METAL COVER.  NOTE-- COULD
 KZ1064'BE BURIED UNDER 3 1/2 FT OF RUBBLE AND RR TIES.
 KZ1064
 KZ1064                          STATION RECOVERY (1973)
 KZ1064
 KZ1064'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1064'MARK NOT FOUND.
 KZ1064
 KZ1064                          STATION RECOVERY (1987)
 KZ1064
 KZ1064'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DD)
 KZ1064'MARK NOT FOUND.
 KZ1064
 KZ1064                          STATION RECOVERY (1990)
 KZ1064
 KZ1064'RECOVERY NOTE BY US POWER SQUADRON 1990 (RN)
 KZ1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0148 ***********************************************************************
 JY0148  DESIGNATION -  F 112
 JY0148  PID         -  JY0148
 JY0148  STATE/COUNTY-  OH/ATHENS
 JY0148  USGS QUAD   -  THE PLAINS (1995)
 JY0148
 JY0148                         *CURRENT SURVEY CONTROL
 JY0148  ___________________________________________________________________
 JY0148* NAD 83(1986)-  39 20 00.     (N)    082 08 39.     (W)     SCALED    
 JY0148* NAVD 88     -       201.111  (meters)     659.81   (feet)  ADJUSTED  
 JY0148  ___________________________________________________________________
 JY0148  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY0148  DYNAMIC HT  -         200.989 (meters)     659.41  (feet)  COMP
 JY0148  MODELED GRAV-     980,019.5   (mgal)                       NAVD 88
 JY0148
 JY0148  VERT ORDER  -  FIRST     CLASS II
 JY0148
 JY0148.The horizontal coordinates were scaled from a topographic map and have
 JY0148.an estimated accuracy of +/- 6 seconds.
 JY0148
 JY0148.The orthometric height was determined by differential leveling
 JY0148.and adjusted by the National Geodetic Survey in June 1991..
 JY0148
 JY0148.The geoid height was determined by GEOID03.
 JY0148
 JY0148.The dynamic height is computed by dividing the NAVD 88
 JY0148.geopotential number by the normal gravity value computed on the
 JY0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0148.degrees latitude (g = 980.6199 gals.).
 JY0148
 JY0148.The modeled gravity was interpolated from observed gravity values.
 JY0148
 JY0148;                    North         East    Units  Estimated Accuracy
 JY0148;SPC OH S     -   148,080.      630,680.      MT  (+/- 180 meters Scaled)
 JY0148
 JY0148                          SUPERSEDED SURVEY CONTROL
 JY0148
 JY0148  NGVD 29 (??/??/92)  201.284  (m)          660.38   (f) ADJ UNCH    1 2
 JY0148
 JY0148.Superseded values are not recommended for survey control.
 JY0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0148.See file dsdata.txt to determine how the superseded data were derived.
 JY0148
 JY0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD013543(NAD 83)
 JY0148_MARKER: DB = BENCH MARK DISK
 JY0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0148_SP_SET: SIGNAL CONCRETE BASE
 JY0148_STAMPING: F 112 1943
 JY0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0148
 JY0148  HISTORY     - Date     Condition        Report By
 JY0148  HISTORY     - 1943     MONUMENTED       CGS
 JY0148
 JY0148                          STATION DESCRIPTION
 JY0148
 JY0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JY0148'2.2 MI W FROM ATHENS.
 JY0148'2.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY0148'STATION AT ATHENS, ATHENS COUNTY, 16 RAILS EAST OF MILEPOST C 156,
 JY0148'212 FEET EAST OF A PRIVATE-ROAD CROSSING, AT SIGNAL 1562, IN THE
 JY0148'TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE, 9.2 FEET SOUTH
 JY0148'OF THE SOUTH RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
 JY0148'A STANDARD DISK, STAMPED F 112 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0418 ***********************************************************************
 JY0418  DESIGNATION -  F 113
 JY0418  PID         -  JY0418
 JY0418  STATE/COUNTY-  OH/JACKSON
 JY0418  USGS QUAD   -  HAMDEN (1992)
 JY0418
 JY0418                         *CURRENT SURVEY CONTROL
 JY0418  ___________________________________________________________________
 JY0418* NAD 83(1986)-  39 10 12.     (N)    082 35 20.     (W)     SCALED    
 JY0418* NAVD 88     -       231.383  (meters)     759.13   (feet)  ADJUSTED  
 JY0418  ___________________________________________________________________
 JY0418  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JY0418  DYNAMIC HT  -         231.241 (meters)     758.66  (feet)  COMP
 JY0418  MODELED GRAV-     980,006.7   (mgal)                       NAVD 88
 JY0418
 JY0418  VERT ORDER  -  FIRST     CLASS II
 JY0418
 JY0418.The horizontal coordinates were scaled from a topographic map and have
 JY0418.an estimated accuracy of +/- 6 seconds.
 JY0418
 JY0418.The orthometric height was determined by differential leveling
 JY0418.and adjusted by the National Geodetic Survey in June 1991..
 JY0418
 JY0418.The geoid height was determined by GEOID03.
 JY0418
 JY0418.The dynamic height is computed by dividing the NAVD 88
 JY0418.geopotential number by the normal gravity value computed on the
 JY0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0418.degrees latitude (g = 980.6199 gals.).
 JY0418
 JY0418.The modeled gravity was interpolated from observed gravity values.
 JY0418
 JY0418;                    North         East    Units  Estimated Accuracy
 JY0418;SPC OH S     -   129,890.      592,320.      MT  (+/- 180 meters Scaled)
 JY0418
 JY0418                          SUPERSEDED SURVEY CONTROL
 JY0418
 JY0418  NGVD 29 (??/??/92)  231.554  (m)          759.69   (f) ADJ UNCH    1 2
 JY0418
 JY0418.Superseded values are not recommended for survey control.
 JY0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0418.See file dsdata.txt to determine how the superseded data were derived.
 JY0418
 JY0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD627368(NAD 83)
 JY0418_MARKER: DB = BENCH MARK DISK
 JY0418_SETTING: 80 = SET IN A BOULDER
 JY0418_SP_SET: BOULDER
 JY0418_STAMPING: F 113 1943
 JY0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0418+STABILITY: SURFACE MOTION
 JY0418
 JY0418  HISTORY     - Date     Condition        Report By
 JY0418  HISTORY     - 1943     MONUMENTED       CGS
 JY0418
 JY0418                          STATION DESCRIPTION
 JY0418
 JY0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JY0418'4 MI W FROM HAMDEN.
 JY0418'IN JACKSON COUNTY, 4.0 MILES WEST ALONG THE BALTIMORE AND OHIO
 JY0418'RAILROAD FROM THE STATION AT HAMDEN, VINTON COUNTY, AT THE SOUTH
 JY0418'END OF A LONG CUT THROUGH A HILL, 12.7 FEET WEST OF THE WEST RAIL,
 JY0418'IN THE FACE OF A BOULDER, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 JY0418'TRACK.  A STANDARD DISK, STAMPED F 113 1943 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1362 ***********************************************************************
 KY1362  DESIGNATION -  F 114
 KY1362  PID         -  KY1362
 KY1362  STATE/COUNTY-  OH/BELMONT
 KY1362  USGS QUAD   -  PIEDMONT (1994)
 KY1362
 KY1362                         *CURRENT SURVEY CONTROL
 KY1362  ___________________________________________________________________
 KY1362* NAD 83(1986)-  40 09 59.     (N)    081 08 49.     (W)     SCALED    
 KY1362* NAVD 88     -       275.887  (meters)     905.14   (feet)  ADJUSTED  
 KY1362  ___________________________________________________________________
 KY1362  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY1362  DYNAMIC HT  -         275.739 (meters)     904.65  (feet)  COMP
 KY1362  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 KY1362
 KY1362  VERT ORDER  -  FIRST     CLASS II
 KY1362
 KY1362.The horizontal coordinates were scaled from a topographic map and have
 KY1362.an estimated accuracy of +/- 6 seconds.
 KY1362
 KY1362.The orthometric height was determined by differential leveling
 KY1362.and adjusted by the National Geodetic Survey in June 1991..
 KY1362
 KY1362.The geoid height was determined by GEOID03.
 KY1362
 KY1362.The dynamic height is computed by dividing the NAVD 88
 KY1362.geopotential number by the normal gravity value computed on the
 KY1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1362.degrees latitude (g = 980.6199 gals.).
 KY1362
 KY1362.The modeled gravity was interpolated from observed gravity values.
 KY1362
 KY1362;                    North         East    Units  Estimated Accuracy
 KY1362;SPC OH S     -   241,370.      715,260.      MT  (+/- 180 meters Scaled)
 KY1362
 KY1362                          SUPERSEDED SURVEY CONTROL
 KY1362
 KY1362  NGVD 29 (??/??/92)  276.072  (m)          905.75   (f) ADJ UNCH    1 2
 KY1362
 KY1362.Superseded values are not recommended for survey control.
 KY1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1362.See file dsdata.txt to determine how the superseded data were derived.
 KY1362
 KY1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME874462(NAD 83)
 KY1362_MARKER: DD = SURVEY DISK
 KY1362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1362_SP_SET: ABUTMENT
 KY1362_STAMPING: F 114 1943
 KY1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1362
 KY1362  HISTORY     - Date     Condition        Report By
 KY1362  HISTORY     - 1943     MONUMENTED       CGS
 KY1362
 KY1362                          STATION DESCRIPTION
 KY1362
 KY1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1362'1.2 MI W FROM HOLLOWAY.
 KY1362'1.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1362'YARD OFFICE AT HOLLOWAY, BELMONT COUNTY, 0.15 MILE WEST OF
 KY1362'A COAL-LOADING CHUTE, 245 FEET EAST OF A DIRT ROAD CROSSING,
 KY1362'AT A BRIDGE, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 KY1362'ABUTMENT, 11 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK,
 KY1362'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 KY1362'STAMPED F 114 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0741 ***********************************************************************
 KY0741  DESIGNATION -  F 115
 KY0741  PID         -  KY0741
 KY0741  STATE/COUNTY-  OH/BELMONT
 KY0741  USGS QUAD   -  LANSING (1994)
 KY0741
 KY0741                         *CURRENT SURVEY CONTROL
 KY0741  ___________________________________________________________________
 KY0741* NAD 83(1986)-  40 06 27.     (N)    080 50 56.     (W)     SCALED    
 KY0741* NAVD 88     -       244.031  (meters)     800.62   (feet)  ADJUSTED  
 KY0741  ___________________________________________________________________
 KY0741  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0741  DYNAMIC HT  -         243.898 (meters)     800.19  (feet)  COMP
 KY0741  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 KY0741
 KY0741  VERT ORDER  -  FIRST     CLASS II
 KY0741
 KY0741.The horizontal coordinates were scaled from a topographic map and have
 KY0741.an estimated accuracy of +/- 6 seconds.
 KY0741
 KY0741.The orthometric height was determined by differential leveling
 KY0741.and adjusted by the National Geodetic Survey in June 1991..
 KY0741
 KY0741.The geoid height was determined by GEOID03.
 KY0741
 KY0741.The dynamic height is computed by dividing the NAVD 88
 KY0741.geopotential number by the normal gravity value computed on the
 KY0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0741.degrees latitude (g = 980.6199 gals.).
 KY0741
 KY0741.The modeled gravity was interpolated from observed gravity values.
 KY0741
 KY0741;                    North         East    Units  Estimated Accuracy
 KY0741;SPC OH S     -   235,260.      740,770.      MT  (+/- 180 meters Scaled)
 KY0741
 KY0741                          SUPERSEDED SURVEY CONTROL
 KY0741
 KY0741  NGVD 29 (??/??/92)  244.203  (m)          801.19   (f) ADJ UNCH    1 2
 KY0741
 KY0741.Superseded values are not recommended for survey control.
 KY0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0741.See file dsdata.txt to determine how the superseded data were derived.
 KY0741
 KY0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE128397(NAD 83)
 KY0741_MARKER: DB = BENCH MARK DISK
 KY0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0741_SP_SET: BASE
 KY0741_STAMPING: F 115 1943
 KY0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0741
 KY0741  HISTORY     - Date     Condition        Report By
 KY0741  HISTORY     - 1943     MONUMENTED       CGS
 KY0741
 KY0741                          STATION DESCRIPTION
 KY0741
 KY0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY0741'0.5 MI W FROM MAYNARD.
 KY0741'0.5 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM BARTON,
 KY0741'BELMONT COUNTY, 24 FEET WEST OF POLE 13+10, IN THE CENTER OF THE
 KY0741'TOP OF AN ABANDONED CONCRETE SIGNAL BASE, 16.5 FEET SOUTH OF THE
 KY0741'CENTERLINE OF THE SOUTH MAIN TRACK, AND ABOUT LEVEL WITH THE
 KY0741'TRACK.  A STANDARD DISK, STAMPED F 115 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0599 ***********************************************************************
 MC0599  DESIGNATION -  F 116
 MC0599  PID         -  MC0599
 MC0599  STATE/COUNTY-  OH/HENRY
 MC0599  USGS QUAD   -  MC CLURE (1971)
 MC0599
 MC0599                         *CURRENT SURVEY CONTROL
 MC0599  ___________________________________________________________________
 MC0599* NAD 83(1986)-  41 18 45.     (N)    083 58 48.     (W)     SCALED    
 MC0599* NAVD 88     -       208.797  (meters)     685.03   (feet)  ADJUSTED  
 MC0599  ___________________________________________________________________
 MC0599  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC0599  DYNAMIC HT  -         208.704 (meters)     684.72  (feet)  COMP
 MC0599  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 MC0599
 MC0599  VERT ORDER  -  SECOND    CLASS 0
 MC0599
 MC0599.The horizontal coordinates were scaled from a topographic map and have
 MC0599.an estimated accuracy of +/- 6 seconds.
 MC0599
 MC0599.The orthometric height was determined by differential leveling
 MC0599.and adjusted by the National Geodetic Survey in June 1991..
 MC0599.WARNING-Repeat measurements at this control monument indicate possible
 MC0599.vertical movement.
 MC0599
 MC0599.The geoid height was determined by GEOID03.
 MC0599
 MC0599.The dynamic height is computed by dividing the NAVD 88
 MC0599.geopotential number by the normal gravity value computed on the
 MC0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0599.degrees latitude (g = 980.6199 gals.).
 MC0599
 MC0599.The modeled gravity was interpolated from observed gravity values.
 MC0599
 MC0599;                    North         East    Units  Estimated Accuracy
 MC0599;SPC OH N     -   183,820.      476,080.      MT  (+/- 180 meters Scaled)
 MC0599
 MC0599                          SUPERSEDED SURVEY CONTROL
 MC0599
 MC0599  NGVD 29 (??/??/92)  208.982  (m)          685.64   (f) ADJ UNCH    2 0
 MC0599
 MC0599.Superseded values are not recommended for survey control.
 MC0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0599.See file dsdata.txt to determine how the superseded data were derived.
 MC0599
 MC0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF505777(NAD 83)
 MC0599_MARKER: DB = BENCH MARK DISK
 MC0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0599_STAMPING: F 116 1947
 MC0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0599+STABILITY: SURFACE MOTION
 MC0599
 MC0599  HISTORY     - Date     Condition        Report By
 MC0599  HISTORY     - 1947     MONUMENTED       CGS
 MC0599  HISTORY     - 1963     GOOD             NGS
 MC0599  HISTORY     - 1984     GOOD             USPSQD
 MC0599
 MC0599                          STATION DESCRIPTION
 MC0599
 MC0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MC0599'2 MI S FROM GRELTON.
 MC0599'2.0 MILES SOUTH AND 1.0 MILE EAST OF GRELTON, HENRY COUNTY, AT
 MC0599'THE SOUTHWEST CORNER OF SECTION 8, T 4 N, R 8 E, IN THE LAWN OF
 MC0599'THE SPANGLER FARM NEAR THE FENCE, JUST INSIDE THE PROPERTY LINE,
 MC0599'48 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 63 FEET
 MC0599'NORTHEAST OF THE CENTERLINE OF THE INTERSECTION OF THE EAST-WEST
 MC0599'AND NORTH-SOUTH COUNTY ROADS, AND 25 FEET NORTH OF THE CENTERLINE
 MC0599'OF THE EAST-WEST COUNTY ROAD, AND SET IN THE TOP OF A CONCRETE
 MC0599'POST.
 MC0599
 MC0599                          STATION RECOVERY (1984)
 MC0599
 MC0599'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0634 ***********************************************************************
 MC0634  DESIGNATION -  F 117
 MC0634  PID         -  MC0634
 MC0634  STATE/COUNTY-  OH/HENRY
 MC0634  USGS QUAD   -  MC CLURE (1971)
 MC0634
 MC0634                         *CURRENT SURVEY CONTROL
 MC0634  ___________________________________________________________________
 MC0634* NAD 83(1995)-  41 17 52.71176(N)    083 59 55.10934(W)     ADJUSTED  
 MC0634* NAVD 88     -       210.552  (meters)     690.79   (feet)  ADJUSTED  
 MC0634  ___________________________________________________________________
 MC0634  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 MC0634  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC0634  DYNAMIC HT  -         210.457 (meters)     690.47  (feet)  COMP
 MC0634  MODELED GRAV-     980,171.2   (mgal)                       NAVD 88
 MC0634
 MC0634  HORZ ORDER  -  THIRD
 MC0634  VERT ORDER  -  SECOND    CLASS 0
 MC0634
 MC0634.The horizontal coordinates were established by classical geodetic methods
 MC0634.and adjusted by the National Geodetic Survey in April 1998..
 MC0634
 MC0634.The orthometric height was determined by differential leveling
 MC0634.and adjusted by the National Geodetic Survey in June 1991..
 MC0634
 MC0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0634
 MC0634.The geoid height was determined by GEOID03.
 MC0634
 MC0634.The dynamic height is computed by dividing the NAVD 88
 MC0634.geopotential number by the normal gravity value computed on the
 MC0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0634.degrees latitude (g = 980.6199 gals.).
 MC0634
 MC0634.The modeled gravity was interpolated from observed gravity values.
 MC0634
 MC0634;                    North         East     Units Scale Factor Converg.
 MC0634;SPC OH N     -   182,229.680   474,493.885   MT  0.99994720   -0 59 04.3
 MC0634;UTM  17      - 4,576,174.132   248,933.866   MT  1.00037583   -1 58 48.2
 MC0634;UTM  16      - 4,576,182.002   751,293.649   MT  1.00037724   +1 58 54.7
 MC0634
 MC0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0634!SPC OH N     -   0.99997253  x   0.99994720  =   0.99991973
 MC0634!UTM  17      -   0.99997253  x   1.00037583  =   1.00034835
 MC0634!UTM  16      -   0.99997253  x   1.00037724  =   1.00034976
 MC0634
 MC0634                          SUPERSEDED SURVEY CONTROL
 MC0634
 MC0634  NAD 83(1995)-  41 17 52.72048(N)    083 59 55.11364(W) AD(       ) 3
 MC0634  NAD 83(1986)-  41 17 52.72253(N)    083 59 55.11881(W) AD(       ) 3
 MC0634  NAD 27      -  41 17 52.53700(N)    083 59 55.31200(W) AD(       ) 3
 MC0634  NGVD 29 (??/??/92)  210.755  (m)          691.45   (f) ADJ UNCH    2 0
 MC0634
 MC0634.Superseded values are not recommended for survey control.
 MC0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0634.See file dsdata.txt to determine how the superseded data were derived.
 MC0634
 MC0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF4893476174(NAD 83)
 MC0634_MARKER: DB = BENCH MARK DISK
 MC0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0634_STAMPING: F 117 1947
 MC0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0634+STABILITY: SURFACE MOTION
 MC0634
 MC0634  HISTORY     - Date     Condition        Report By
 MC0634  HISTORY     - 1947     MONUMENTED       CGS
 MC0634  HISTORY     - 1963     GOOD             CGS
 MC0634  HISTORY     - 1963     GOOD             NGS
 MC0634
 MC0634                          STATION DESCRIPTION
 MC0634
 MC0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC0634'THE STATION IS LOCATED NEAR THE SOUTHWEST PROPERTY CORNER OF THE
 MC0634'FLOYD CUNNINGHAM
 MC0634'FARM, WHICH IS ALSO THE SOUTHWEST CORNER OF SECTION 18,
 MC0634'RICHFIELD TOWNSHIP, 3 MILES SOUTH
 MC0634'OF GRELTON.
 MC0634'
 MC0634'STATION IS 14.8 METERS E OF THE CENTERLINE OF NS SEC. ROAD, 7.9
 MC0634'METERS N OF THE CENTERLINE OF E SEC.  ROAD, 0.8
 MC0634'METER N OF CATCH BASIN, AND 16.5 METERS NE OF THE POINT OF
 MC0634'INTERSECTION OF THE CENTERLINES OF NS SEC. ROAD AND
 MC0634'E SEC. ROAD.  STATION IS 17.7 METERS (58 FEET) FROM THE POINT OF
 MC0634'INTERSECTION OF THE CENTERLINES OF NS ROAD AND
 MC0634'ROAD W, N 56 DEG 54 MIN W.
 MC0634'
 MC0634'A STANDARD BENCH MARK DISK STAMPED F 117 1947 IS SET IN THE TOP
 MC0634'OF A 10-INCH
 MC0634'DIAMETER CONCRETE POST.  THE TOP OF THE POST IS FLUSH WITH
 MC0634'THE GROUND.
 MC0634
 MC0634                          STATION RECOVERY (1963)
 MC0634
 MC0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC0634'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC0634'EXCEPTION--THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA
 MC0634'TARGET 8 FEET IN DIAMETER.
 MC0634
 MC0634                          STATION RECOVERY (1963)
 MC0634
 MC0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MC0634'3 MI S FROM GRELTON.
 MC0634'3.0 MILES SOUTH OF GRELTON, HENRY COUNTY, ON THE A. COUCH FARM,
 MC0634'IN 1947, AT THE SOUTHWEST CORNER OF SECTION 18, T 4 N, R 8 E,
 MC0634'26 FEET NORTH OF THE CENTERLINE OF THE EAST COUNTY ROAD, 54 FEET
 MC0634'NORTHEAST OF THE INTERSECTION OF THE CENTERLINE OF THE NORTH-SOUTH
 MC0634'AND EAST ROAD, 58 FEET SOUTHEAST OF THE INTERSECTION OF THE
 MC0634'NORTH-SOUTH AND WEST COUNTY ROADS, AND 2.8 FEET NORTH OF THE
 MC0634'NORTH EDGE OF A CONCRETE CATCH BASIN, AND SET IN THE TOP OF A
 MC0634'CONCRETE POST.  NOTE-- THE MARK IS SURROUNDED BY AN 8 FOOT
 MC0634'ROUND CONCRETE CAMERA TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0480 ***********************************************************************
 JY0480  DESIGNATION -  F 119
 JY0480  PID         -  JY0480
 JY0480  STATE/COUNTY-  OH/ROSS
 JY0480  USGS QUAD   -  WAVERLY NORTH (1992)
 JY0480
 JY0480                         *CURRENT SURVEY CONTROL
 JY0480  ___________________________________________________________________
 JY0480* NAD 83(1986)-  39 14 09.     (N)    082 53 36.     (W)     SCALED    
 JY0480* NAVD 88     -       181.900  (meters)     596.78   (feet)  ADJUSTED  
 JY0480  ___________________________________________________________________
 JY0480  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JY0480  DYNAMIC HT  -         181.789 (meters)     596.42  (feet)  COMP
 JY0480  MODELED GRAV-     980,014.2   (mgal)                       NAVD 88
 JY0480
 JY0480  VERT ORDER  -  FIRST     CLASS II
 JY0480
 JY0480.The horizontal coordinates were scaled from a topographic map and have
 JY0480.an estimated accuracy of +/- 6 seconds.
 JY0480
 JY0480.The orthometric height was determined by differential leveling
 JY0480.and adjusted by the National Geodetic Survey in June 1991..
 JY0480
 JY0480.The geoid height was determined by GEOID03.
 JY0480
 JY0480.The dynamic height is computed by dividing the NAVD 88
 JY0480.geopotential number by the normal gravity value computed on the
 JY0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0480.degrees latitude (g = 980.6199 gals.).
 JY0480
 JY0480.The modeled gravity was interpolated from observed gravity values.
 JY0480
 JY0480;                    North         East    Units  Estimated Accuracy
 JY0480;SPC OH S     -   137,270.      566,040.      MT  (+/- 180 meters Scaled)
 JY0480
 JY0480                          SUPERSEDED SURVEY CONTROL
 JY0480
 JY0480  NGVD 29 (??/??/92)  182.062  (m)          597.32   (f) ADJ UNCH    1 2
 JY0480
 JY0480.Superseded values are not recommended for survey control.
 JY0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0480.See file dsdata.txt to determine how the superseded data were derived.
 JY0480
 JY0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD365446(NAD 83)
 JY0480_MARKER: DB = BENCH MARK DISK
 JY0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0480_SP_SET: CULVERT
 JY0480_STAMPING: F 119 1943
 JY0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0480
 JY0480  HISTORY     - Date     Condition        Report By
 JY0480  HISTORY     - 1943     MONUMENTED       CGS
 JY0480  HISTORY     - 1967     GOOD             NGS
 JY0480
 JY0480                          STATION DESCRIPTION
 JY0480
 JY0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0480'8.2 MI SE FROM CHILLICOTHE.
 JY0480'ABOUT 8.2 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0480'FROM THE BALTIMORE AND OHIO RAILROAD STATION AT CHILLICOTHE,
 JY0480'SET ON THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 JY0480'HEAD WALL OF A LARGE ARCHED CULVERT WITH WING WALL FOR STONY
 JY0480'CREEK, 39.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT SOUTHEAST
 JY0480'OF THE NORTHWEST END OF THE HEAD WALL AND 7 FEET BELOW THE LEVEL
 JY0480'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1593 ***********************************************************************
 KZ1593  DESIGNATION -  F 12
 KZ1593  PID         -  KZ1593
 KZ1593  STATE/COUNTY-  OH/FRANKLIN
 KZ1593  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ1593
 KZ1593                         *CURRENT SURVEY CONTROL
 KZ1593  ___________________________________________________________________
 KZ1593* NAD 83(1986)-  40 05 18.     (N)    083 00 06.     (W)     SCALED    
 KZ1593* NAVD 88     -       277.972  (meters)     911.98   (feet)  ADJUSTED  
 KZ1593  ___________________________________________________________________
 KZ1593  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ1593  DYNAMIC HT  -         277.824 (meters)     911.49  (feet)  COMP
 KZ1593  MODELED GRAV-     980,084.8   (mgal)                       NAVD 88
 KZ1593
 KZ1593  VERT ORDER  -  FIRST     CLASS I
 KZ1593
 KZ1593.The horizontal coordinates were scaled from a topographic map and have
 KZ1593.an estimated accuracy of +/- 6 seconds.
 KZ1593
 KZ1593.The orthometric height was determined by differential leveling
 KZ1593.and adjusted by the National Geodetic Survey in June 1991..
 KZ1593
 KZ1593.The geoid height was determined by GEOID03.
 KZ1593
 KZ1593.The dynamic height is computed by dividing the NAVD 88
 KZ1593.geopotential number by the normal gravity value computed on the
 KZ1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1593.degrees latitude (g = 980.6199 gals.).
 KZ1593
 KZ1593.The modeled gravity was interpolated from observed gravity values.
 KZ1593
 KZ1593;                    North         East    Units  Estimated Accuracy
 KZ1593;SPC OH S     -   231,960.      557,220.      MT  (+/- 180 meters Scaled)
 KZ1593
 KZ1593                          SUPERSEDED SURVEY CONTROL
 KZ1593
 KZ1593  NGVD 29 (??/??/92)  278.135  (m)          912.51   (f) ADJ UNCH    1 1
 KZ1593
 KZ1593.Superseded values are not recommended for survey control.
 KZ1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1593.See file dsdata.txt to determine how the superseded data were derived.
 KZ1593
 KZ1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE293394(NAD 83)
 KZ1593_MARKER: DB = BENCH MARK DISK
 KZ1593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1593_SP_SET: ABUTMENT
 KZ1593_STAMPING: F 12 1934
 KZ1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1593
 KZ1593  HISTORY     - Date     Condition        Report By
 KZ1593  HISTORY     - 1934     MONUMENTED       CGS
 KZ1593  HISTORY     - 1967     GOOD             NGS
 KZ1593
 KZ1593                          STATION DESCRIPTION
 KZ1593
 KZ1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1593'AT WORTHINGTON.
 KZ1593'AT WORTHINGTON, ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT
 KZ1593'0.2 MILE NORTH OF MILEPOST 130, SET ON THE TOP OF THE EAST END
 KZ1593'OF THE NORTH ABUTMENT OF THE RAILROAD OVERPASS OVER STATE
 KZ1593'HIGHWAY 161, 22.3 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK
 KZ1593'AND 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1504 ***********************************************************************
 HY1504  DESIGNATION -  F 120
 HY1504  PID         -  HY1504
 HY1504  STATE/COUNTY-  OH/PIKE
 HY1504  USGS QUAD   -  WAKEFIELD (1986)
 HY1504
 HY1504                         *CURRENT SURVEY CONTROL
 HY1504  ___________________________________________________________________
 HY1504* NAD 83(1986)-  38 59 56.     (N)    083 01 21.     (W)     SCALED    
 HY1504* NAVD 88     -       174.485  (meters)     572.46   (feet)  ADJUSTED  
 HY1504  ___________________________________________________________________
 HY1504  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 HY1504  DYNAMIC HT  -         174.378 (meters)     572.11  (feet)  COMP
 HY1504  MODELED GRAV-     980,011.9   (mgal)                       NAVD 88
 HY1504
 HY1504  VERT ORDER  -  FIRST     CLASS I
 HY1504
 HY1504.The horizontal coordinates were scaled from a topographic map and have
 HY1504.an estimated accuracy of +/- 6 seconds.
 HY1504
 HY1504.The orthometric height was determined by differential leveling
 HY1504.and adjusted by the National Geodetic Survey in June 1991..
 HY1504
 HY1504.The geoid height was determined by GEOID03.
 HY1504
 HY1504.The dynamic height is computed by dividing the NAVD 88
 HY1504.geopotential number by the normal gravity value computed on the
 HY1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1504.degrees latitude (g = 980.6199 gals.).
 HY1504
 HY1504.The modeled gravity was interpolated from observed gravity values.
 HY1504
 HY1504;                    North         East    Units  Estimated Accuracy
 HY1504;SPC OH S     -   111,020.      554,740.      MT  (+/- 180 meters Scaled)
 HY1504
 HY1504                          SUPERSEDED SURVEY CONTROL
 HY1504
 HY1504  NGVD 29 (??/??/92)  174.654  (m)          573.01   (f) ADJ UNCH    1 1
 HY1504
 HY1504.Superseded values are not recommended for survey control.
 HY1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1504.See file dsdata.txt to determine how the superseded data were derived.
 HY1504
 HY1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD248185(NAD 83)
 HY1504_MARKER: DB = BENCH MARK DISK
 HY1504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1504_SP_SET: CULVERT
 HY1504_STAMPING: F 120 1943
 HY1504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1504
 HY1504  HISTORY     - Date     Condition        Report By
 HY1504  HISTORY     - 1943     MONUMENTED       CGS
 HY1504  HISTORY     - 1967     GOOD             NGS
 HY1504
 HY1504                          STATION DESCRIPTION
 HY1504
 HY1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1504'1.8 MI N FROM WAKEFIELD.
 HY1504'ABOUT 1.85 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1504'FROM THE BRIDGE OVER SALT CREEK AT WAKEFIELD, ABOUT 0.2 MILE
 HY1504'NORTH OF MILEPOST N 626, AT A GRAVELED ROAD CROSSING, SET ON THE
 HY1504'TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A 2-BY-6-FOOT
 HY1504'BOX CULVERT UNDER THE TRACKS, 44 FEET WEST OF THE CENTER LINE
 HY1504'OF OLD U.S. HIGHWAY 23, 37 FEET SOUTH OF THE CENTER LINE OF THE
 HY1504'ROAD, 12.5 FEET EAST OF THE EAST RAIL, ABOUT 1 FOOT BELOW THE
 HY1504'LEVEL OF THE TRACK.  NOTE-- MARK MAY BE REACHED BY GOING 4.7 MILES
 HY1504'SOUTHWEST ALONG THE N AND W RAILWAY FROM THE STATION AT PIKETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1695 ***********************************************************************
 KY1695  DESIGNATION -  F 121
 KY1695  PID         -  KY1695
 KY1695  STATE/COUNTY-  OH/TUSCARAWAS
 KY1695  USGS QUAD   -  STRASBURG (1994)
 KY1695
 KY1695                         *CURRENT SURVEY CONTROL
 KY1695  ___________________________________________________________________
 KY1695* NAD 83(1986)-  40 34 57.     (N)    081 31 04.     (W)     SCALED    
 KY1695* NAVD 88     -       276.279  (meters)     906.43   (feet)  ADJUSTED  
 KY1695  ___________________________________________________________________
 KY1695  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KY1695  DYNAMIC HT  -         276.147 (meters)     905.99  (feet)  COMP
 KY1695  MODELED GRAV-     980,140.6   (mgal)                       NAVD 88
 KY1695
 KY1695  VERT ORDER  -  FIRST     CLASS II
 KY1695
 KY1695.The horizontal coordinates were scaled from a topographic map and have
 KY1695.an estimated accuracy of +/- 6 seconds.
 KY1695
 KY1695.The orthometric height was determined by differential leveling
 KY1695.and adjusted by the National Geodetic Survey in June 1991..
 KY1695
 KY1695.The geoid height was determined by GEOID03.
 KY1695
 KY1695.The dynamic height is computed by dividing the NAVD 88
 KY1695.geopotential number by the normal gravity value computed on the
 KY1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1695.degrees latitude (g = 980.6199 gals.).
 KY1695
 KY1695.The modeled gravity was interpolated from observed gravity values.
 KY1695
 KY1695;                    North         East    Units  Estimated Accuracy
 KY1695;SPC OH N     -   102,170.      683,160.      MT  (+/- 180 meters Scaled)
 KY1695
 KY1695                          SUPERSEDED SURVEY CONTROL
 KY1695
 KY1695  NGVD 29 (??/??/92)  276.488  (m)          907.11   (f) ADJ UNCH    1 2
 KY1695
 KY1695.Superseded values are not recommended for survey control.
 KY1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1695.See file dsdata.txt to determine how the superseded data were derived.
 KY1695
 KY1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME561925(NAD 83)
 KY1695_MARKER: DB = BENCH MARK DISK
 KY1695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1695_SP_SET: RETAINING WALL
 KY1695_STAMPING: F 121 1943
 KY1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1695
 KY1695  HISTORY     - Date     Condition        Report By
 KY1695  HISTORY     - 1943     MONUMENTED       CGS
 KY1695
 KY1695                          STATION DESCRIPTION
 KY1695
 KY1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1695'1.2 MI SE FROM STRASBURG.
 KY1695'1.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1695'THE STATION AT STRASBURG, TUSCARAWAS COUNTY, AT THE U.S. HIGHWAY
 KY1695'21 AND 250 OVERHEAD BRIDGE, 258 FEET NORTHWEST ALONG THE TRACK
 KY1695'FROM THE INTERSECTION OF THE CENTERLINES OF THE TRACK AND THE
 KY1695'HIGHWAY, IN THE CENTER OF THE TOP OF THE NORTHWEST END OF THE
 KY1695'CONCRETE RETAINING WALL, ONE FOOT SOUTHEAST OF THE END, 31.5
 KY1695'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 2-1/2
 KY1695'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 121 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0297 ***********************************************************************
 MD0297  DESIGNATION -  F 122
 MD0297  PID         -  MD0297
 MD0297  STATE/COUNTY-  OH/PAULDING
 MD0297  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0297
 MD0297                         *CURRENT SURVEY CONTROL
 MD0297  ___________________________________________________________________
 MD0297* NAD 83(1986)-  41 13 11.     (N)    084 45 05.     (W)     SCALED    
 MD0297* NAVD 88     -       222.325  (meters)     729.41   (feet)  ADJUSTED  
 MD0297  ___________________________________________________________________
 MD0297  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MD0297  DYNAMIC HT  -         222.235 (meters)     729.12  (feet)  COMP
 MD0297  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 MD0297
 MD0297  VERT ORDER  -  SECOND    CLASS 0
 MD0297
 MD0297.The horizontal coordinates were scaled from a topographic map and have
 MD0297.an estimated accuracy of +/- 6 seconds.
 MD0297
 MD0297.The orthometric height was determined by differential leveling
 MD0297.and adjusted by the National Geodetic Survey in June 1991..
 MD0297
 MD0297.The geoid height was determined by GEOID03.
 MD0297
 MD0297.The dynamic height is computed by dividing the NAVD 88
 MD0297.geopotential number by the normal gravity value computed on the
 MD0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0297.degrees latitude (g = 980.6199 gals.).
 MD0297
 MD0297.The modeled gravity was interpolated from observed gravity values.
 MD0297
 MD0297;                    North         East    Units  Estimated Accuracy
 MD0297;SPC OH N     -   174,900.      411,240.      MT  (+/- 180 meters Scaled)
 MD0297
 MD0297                          SUPERSEDED SURVEY CONTROL
 MD0297
 MD0297  NGVD 29 (??/??/92)  222.472  (m)          729.89   (f) ADJ UNCH    2 0
 MD0297
 MD0297.Superseded values are not recommended for survey control.
 MD0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0297.See file dsdata.txt to determine how the superseded data were derived.
 MD0297
 MD0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL884655(NAD 83)
 MD0297_MARKER: DB = BENCH MARK DISK
 MD0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0297_SP_SET: ABUTMENT
 MD0297_STAMPING: F 122 1946
 MD0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0297
 MD0297  HISTORY     - Date     Condition        Report By
 MD0297  HISTORY     - 1946     MONUMENTED       CGS
 MD0297
 MD0297                          STATION DESCRIPTION
 MD0297
 MD0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0297'2.8 MI N FROM ANTWERP.
 MD0297'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST
 MD0297'OFFICE AT ANTWERP, SET IN THE TOP OF THE WEST END OF THE SOUTH
 MD0297'ABUTMENT OF A 40 FOOT CONCRETE BRIDGE OVER DARIE DE LARME CREEK,
 MD0297'12 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT WEST
 MD0297'OF THE CONCRETE BANISTER, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1448 ***********************************************************************
 MD1448  DESIGNATION -  F 122 RESET
 MD1448  PID         -  MD1448
 MD1448  STATE/COUNTY-  OH/PAULDING
 MD1448  USGS QUAD   -  WOODBURN NORTH (1994)
 MD1448
 MD1448                         *CURRENT SURVEY CONTROL
 MD1448  ___________________________________________________________________
 MD1448* NAD 83(1986)-  41 13 11.     (N)    084 45 05.     (W)     SCALED    
 MD1448* NAVD 88     -       222.56   (meters)     730.2    (feet)  RESET     
 MD1448  ___________________________________________________________________
 MD1448  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MD1448
 MD1448  VERT ORDER  -  THIRD
 MD1448
 MD1448.The horizontal coordinates were scaled from a topographic map and have
 MD1448.an estimated accuracy of +/- 6 seconds.
 MD1448
 MD1448.The orthometric height was computed from unverified reset data.
 MD1448.No vertical observational check was made to the station.
 MD1448
 MD1448.The geoid height was determined by GEOID03.
 MD1448
 MD1448;                    North         East    Units  Estimated Accuracy
 MD1448;SPC OH N     -   174,900.      411,240.      MT  (+/- 180 meters Scaled)
 MD1448
 MD1448                          SUPERSEDED SURVEY CONTROL
 MD1448
 MD1448  NGVD 29 (10/13/05)  222.71   (m)          730.7    (f) RESET       3  
 MD1448
 MD1448.Superseded values are not recommended for survey control.
 MD1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1448.See file dsdata.txt to determine how the superseded data were derived.
 MD1448
 MD1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL884655(NAD 83)
 MD1448_MARKER: DB = BENCH MARK DISK
 MD1448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1448_SP_SET: ABUTMENT
 MD1448_STAMPING: F 122 RESET 1979
 MD1448_MARK LOGO: NGS   
 MD1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1448+STABILITY: SURFACE MOTION
 MD1448
 MD1448  HISTORY     - Date     Condition        Report By
 MD1448  HISTORY     - 1979     MONUMENTED       OHDT
 MD1448
 MD1448                          STATION DESCRIPTION
 MD1448
 MD1448'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1979
 MD1448'2.8 MI NORTH FROM ANTWERP.
 MD1448'2.8 MILES NORTH ALONG STATE ROUTE 49 FROM THE POST OFFICE IN
 MD1448'ANTWERP, IN TOP OF THE WEST END OF THE SOUTH ABUTMENT OF THE
 MD1448'STRUCTURE OVER MARIE DE LARME CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0449 ***********************************************************************
 MD0449  DESIGNATION -  F 123
 MD0449  PID         -  MD0449
 MD0449  STATE/COUNTY-  OH/DEFIANCE
 MD0449  USGS QUAD   -  HICKSVILLE (1979)
 MD0449
 MD0449                         *CURRENT SURVEY CONTROL
 MD0449  ___________________________________________________________________
 MD0449* NAD 83(1986)-  41 18 50.     (N)    084 47 22.     (W)     SCALED    
 MD0449* NAVD 88     -       247.807  (meters)     813.01   (feet)  ADJUSTED  
 MD0449  ___________________________________________________________________
 MD0449  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MD0449  DYNAMIC HT  -         247.708 (meters)     812.69  (feet)  COMP
 MD0449  MODELED GRAV-     980,220.5   (mgal)                       NAVD 88
 MD0449
 MD0449  VERT ORDER  -  SECOND    CLASS 0
 MD0449
 MD0449.The horizontal coordinates were scaled from a topographic map and have
 MD0449.an estimated accuracy of +/- 6 seconds.
 MD0449
 MD0449.The orthometric height was determined by differential leveling
 MD0449.and adjusted by the National Geodetic Survey in June 1991..
 MD0449
 MD0449.The geoid height was determined by GEOID03.
 MD0449
 MD0449.The dynamic height is computed by dividing the NAVD 88
 MD0449.geopotential number by the normal gravity value computed on the
 MD0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0449.degrees latitude (g = 980.6199 gals.).
 MD0449
 MD0449.The modeled gravity was interpolated from observed gravity values.
 MD0449
 MD0449;                    North         East    Units  Estimated Accuracy
 MD0449;SPC OH N     -   185,440.      408,330.      MT  (+/- 180 meters Scaled)
 MD0449
 MD0449                          SUPERSEDED SURVEY CONTROL
 MD0449
 MD0449  NGVD 29 (??/??/92)  247.953  (m)          813.49   (f) ADJ UNCH    2 0
 MD0449
 MD0449.Superseded values are not recommended for survey control.
 MD0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0449.See file dsdata.txt to determine how the superseded data were derived.
 MD0449
 MD0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL850759(NAD 83)
 MD0449_MARKER: DB = BENCH MARK DISK
 MD0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0449_SP_SET: CULVERT
 MD0449_STAMPING: F 123 1946
 MD0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0449
 MD0449  HISTORY     - Date     Condition        Report By
 MD0449  HISTORY     - 1946     MONUMENTED       CGS
 MD0449  HISTORY     - 1958     MARK NOT FOUND   NGS
 MD0449
 MD0449                          STATION DESCRIPTION
 MD0449
 MD0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0449'2 MI NW FROM HICKSVILLE.
 MD0449'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE HIGH
 MD0449'SCHOOL AT HICKSVILLE, ABOUT 0.3 MILE NORTHWEST OF A 12 FOOT
 MD0449'CONCRETE BRIDGE BETWEEN THE T JUNCTION OF A GRAVEL ROAD LEADING
 MD0449'SOUTH AND A GRAVEL ROAD LEADING NORTH, SET IN THE TOP OF THE
 MD0449'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A 25 INCH
 MD0449'PIPE CULVERT, 17 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE
 MD0449'CENTER LINE OF THE HIGHWAY.  NOTE-- THE HIGHWAY HAS BEEN WIDENED.
 MD0449
 MD0449                          STATION RECOVERY (1958)
 MD0449
 MD0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MD0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0466 ***********************************************************************
 MD0466  DESIGNATION -  F 124 RESET
 MD0466  PID         -  MD0466
 MD0466  STATE/COUNTY-  OH/PAULDING
 MD0466  USGS QUAD   -  ANTWERP (1973)
 MD0466
 MD0466                         *CURRENT SURVEY CONTROL
 MD0466  ___________________________________________________________________
 MD0466* NAD 83(1986)-  41 13 12.     (N)    084 39 00.     (W)     SCALED    
 MD0466* NAVD 88     -       218.59   (+/-2cm)     717.2    (feet)  VERTCON   
 MD0466  ___________________________________________________________________
 MD0466  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MD0466
 MD0466  VERT ORDER  -  THIRD (See Below)
 MD0466
 MD0466.The horizontal coordinates were scaled from a topographic map and have
 MD0466.an estimated accuracy of +/- 6 seconds.
 MD0466
 MD0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD0466.The vertical order pertains to the NGVD 29 superseded value.
 MD0466
 MD0466.The geoid height was determined by GEOID03.
 MD0466
 MD0466;                    North         East    Units  Estimated Accuracy
 MD0466;SPC OH N     -   174,710.      419,740.      MT  (+/- 180 meters Scaled)
 MD0466
 MD0466                          SUPERSEDED SURVEY CONTROL
 MD0466
 MD0466  NGVD 29 (??/??/??)  218.74   (m)          717.6    (f) RESET       3  
 MD0466
 MD0466.Superseded values are not recommended for survey control.
 MD0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0466.See file dsdata.txt to determine how the superseded data were derived.
 MD0466
 MD0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL969658(NAD 83)
 MD0466_MARKER: DB = BENCH MARK DISK
 MD0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0466_STAMPING: F 124 RESET 1958
 MD0466_MARK LOGO: CGS   
 MD0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0466+STABILITY: SURFACE MOTION
 MD0466
 MD0466  HISTORY     - Date     Condition        Report By
 MD0466  HISTORY     - 1958     MONUMENTED       OHHD
 MD0466  HISTORY     - 1961     GOOD             CGS
 MD0466
 MD0466                          STATION DESCRIPTION
 MD0466
 MD0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0466'6.1 MI NE FROM ANTWERP.
 MD0466'ABOUT 6.1 MILES NORTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST
 MD0466'OFFICE AT ANTWERP, AT THE JUNCTION OF A ROAD LEADING SOUTH, 141
 MD0466'FEET EAST OF THE EAST END OF A GUARD RAIL ALONG THE HIGHWAY, 28.5
 MD0466'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 35 FEET EAST OF THE
 MD0466'PROLONGED CENTERLINE OF THE ROAD SOUTH, 8.7 FEET EAST OF A POWER
 MD0466'POLE R.E.A. CO-OP 2 -234, 6 FEET EAST OF A FENCE CORNER, 1 FOOT
 MD0466'SOUTH OF THE FENCE LINE, ABOUT LEVEL WITH THE CENTER OF THE
 MD0466'HIGHWAY, AND SET IN A CONCRETE MONUMENT ON US-24 AT STATION
 MD0466'504+05, 40 FEET LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0685 ***********************************************************************
 LA0685  DESIGNATION -  F 125
 LA0685  PID         -  LA0685
 LA0685  STATE/COUNTY-  OH/VAN WERT
 LA0685  USGS QUAD   -  WREN (1994)
 LA0685
 LA0685                         *CURRENT SURVEY CONTROL
 LA0685  ___________________________________________________________________
 LA0685* NAD 83(1986)-  40 50 39.     (N)    084 47 21.     (W)     SCALED    
 LA0685* NAVD 88     -       256.043  (meters)     840.03   (feet)  ADJUSTED  
 LA0685  ___________________________________________________________________
 LA0685  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 LA0685  DYNAMIC HT  -         255.931 (meters)     839.67  (feet)  COMP
 LA0685  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 LA0685
 LA0685  VERT ORDER  -  SECOND    CLASS 0
 LA0685
 LA0685.The horizontal coordinates were scaled from a topographic map and have
 LA0685.an estimated accuracy of +/- 6 seconds.
 LA0685
 LA0685.The orthometric height was determined by differential leveling
 LA0685.and adjusted by the National Geodetic Survey in June 1991..
 LA0685
 LA0685.The geoid height was determined by GEOID03.
 LA0685
 LA0685.The dynamic height is computed by dividing the NAVD 88
 LA0685.geopotential number by the normal gravity value computed on the
 LA0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0685.degrees latitude (g = 980.6199 gals.).
 LA0685
 LA0685.The modeled gravity was interpolated from observed gravity values.
 LA0685
 LA0685;                    North         East    Units  Estimated Accuracy
 LA0685;SPC OH N     -   133,290.      406,980.      MT  (+/- 180 meters Scaled)
 LA0685
 LA0685                          SUPERSEDED SURVEY CONTROL
 LA0685
 LA0685  NGVD 29 (??/??/92)  256.200  (m)          840.55   (f) ADJ UNCH    2 0
 LA0685
 LA0685.Superseded values are not recommended for survey control.
 LA0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0685.See file dsdata.txt to determine how the superseded data were derived.
 LA0685
 LA0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL863238(NAD 83)
 LA0685_MARKER: DB = BENCH MARK DISK
 LA0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0685_STAMPING: F 125 1947
 LA0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0685+STABILITY: SURFACE MOTION
 LA0685
 LA0685  HISTORY     - Date     Condition        Report By
 LA0685  HISTORY     - 1947     MONUMENTED       CGS
 LA0685
 LA0685                          STATION DESCRIPTION
 LA0685
 LA0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0685'2.3 MI W FROM MIDDLEBURY.
 LA0685'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 224 FROM THE CROSSROADS AT
 LA0685'MIDDLEBURY, ABOUT 0.75 MILE EAST OF THE INDIANA-OHIO STATE LINE,
 LA0685'ABOUT 0.75 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 49 SOUTH,
 LA0685'ABOUT 0.3 MILE WEST OF THE JUNCTION OF A ROAD LEADING NORTH, AT A
 LA0685'FENCE CORNER, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 39.5
 LA0685'FEET EAST OF A POWER POLE, 2 FEET SOUTHWEST OF THE FENCE CORNER,
 LA0685'1 FOOT SOUTH OF THE FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 LA0685'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0685'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0745 ***********************************************************************
 LA0745  DESIGNATION -  F 126
 LA0745  PID         -  LA0745
 LA0745  STATE/COUNTY-  OH/VAN WERT
 LA0745  USGS QUAD   -  CONVOY (1980)
 LA0745
 LA0745                         *CURRENT SURVEY CONTROL
 LA0745  ___________________________________________________________________
 LA0745* NAD 83(1986)-  40 56 45.     (N)    084 38 56.     (W)     SCALED    
 LA0745* NAVD 88     -       232.585  (meters)     763.07   (feet)  ADJUSTED  
 LA0745  ___________________________________________________________________
 LA0745  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 LA0745  DYNAMIC HT  -         232.485 (meters)     762.74  (feet)  COMP
 LA0745  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 LA0745
 LA0745  VERT ORDER  -  SECOND    CLASS 0
 LA0745
 LA0745.The horizontal coordinates were scaled from a topographic map and have
 LA0745.an estimated accuracy of +/- 6 seconds.
 LA0745
 LA0745.The orthometric height was determined by differential leveling
 LA0745.and adjusted by the National Geodetic Survey in June 1991..
 LA0745
 LA0745.The geoid height was determined by GEOID03.
 LA0745
 LA0745.The dynamic height is computed by dividing the NAVD 88
 LA0745.geopotential number by the normal gravity value computed on the
 LA0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0745.degrees latitude (g = 980.6199 gals.).
 LA0745
 LA0745.The modeled gravity was interpolated from observed gravity values.
 LA0745
 LA0745;                    North         East    Units  Estimated Accuracy
 LA0745;SPC OH N     -   144,280.      419,080.      MT  (+/- 180 meters Scaled)
 LA0745
 LA0745                          SUPERSEDED SURVEY CONTROL
 LA0745
 LA0745  NGVD 29 (??/??/92)  232.743  (m)          763.59   (f) ADJ UNCH    2 0
 LA0745
 LA0745.Superseded values are not recommended for survey control.
 LA0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0745.See file dsdata.txt to determine how the superseded data were derived.
 LA0745
 LA0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL979354(NAD 83)
 LA0745_MARKER: DB = BENCH MARK DISK
 LA0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0745_STAMPING: F 126 1947
 LA0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0745+STABILITY: SURFACE MOTION
 LA0745
 LA0745  HISTORY     - Date     Condition        Report By
 LA0745  HISTORY     - 1947     MONUMENTED       CGS
 LA0745  HISTORY     - 1960     POOR             USGS
 LA0745
 LA0745                          STATION DESCRIPTION
 LA0745
 LA0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0745'3.6 MI W FROM CAVETT.
 LA0745'ABOUT 3.6 MILES WEST ALONG A BLACK TOP ROAD FROM THE CINCINNATI
 LA0745'NORTHERN RAILROAD STATION AT CAVETT, ABOUT 1.0 MILE WEST OF THE
 LA0745'UNION CENTER CHURCH AND SCHOOL, AT A GRAVEL CROSS ROAD, 47 FEET
 LA0745'NORTH OF THE CENTER LINE OF THE MAIN ROAD, 20 FEET WEST OF THE
 LA0745'CENTER LINE OF THE GRAVEL ROAD, 5 FEET SOUTH OF POWER POLE NO.
 LA0745'645/58, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 0.5 FOOT
 LA0745'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0745'5 INCHES.
 LA0745
 LA0745                          STATION RECOVERY (1960)
 LA0745
 LA0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA0745'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0602 ***********************************************************************
 LA0602  DESIGNATION -  F 127
 LA0602  PID         -  LA0602
 LA0602  STATE/COUNTY-  OH/MERCER
 LA0602  USGS QUAD   -  WILLSHIRE (1960)
 LA0602
 LA0602                         *CURRENT SURVEY CONTROL
 LA0602  ___________________________________________________________________
 LA0602* NAD 83(1986)-  40 41 14.     (N)    084 47 06.     (W)     SCALED    
 LA0602* NAVD 88     -       248.800  (meters)     816.27   (feet)  ADJUSTED  
 LA0602  ___________________________________________________________________
 LA0602  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LA0602  DYNAMIC HT  -         248.685 (meters)     815.89  (feet)  COMP
 LA0602  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 LA0602
 LA0602  VERT ORDER  -  SECOND    CLASS 0
 LA0602
 LA0602.The horizontal coordinates were scaled from a topographic map and have
 LA0602.an estimated accuracy of +/- 6 seconds.
 LA0602
 LA0602.The orthometric height was determined by differential leveling
 LA0602.and adjusted by the National Geodetic Survey in June 1991..
 LA0602
 LA0602.The geoid height was determined by GEOID03.
 LA0602
 LA0602.The dynamic height is computed by dividing the NAVD 88
 LA0602.geopotential number by the normal gravity value computed on the
 LA0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0602.degrees latitude (g = 980.6199 gals.).
 LA0602
 LA0602.The modeled gravity was interpolated from observed gravity values.
 LA0602
 LA0602;                    North         East    Units  Estimated Accuracy
 LA0602;SPC OH N     -   115,860.      406,880.      MT  (+/- 180 meters Scaled)
 LA0602
 LA0602                          SUPERSEDED SURVEY CONTROL
 LA0602
 LA0602  NGVD 29 (??/??/92)  248.957  (m)          816.79   (f) ADJ UNCH    2 0
 LA0602
 LA0602.Superseded values are not recommended for survey control.
 LA0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0602.See file dsdata.txt to determine how the superseded data were derived.
 LA0602
 LA0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL871063(NAD 83)
 LA0602_MARKER: DB = BENCH MARK DISK
 LA0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0602_STAMPING: F 127 1947
 LA0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0602+STABILITY: SURFACE MOTION
 LA0602
 LA0602  HISTORY     - Date     Condition        Report By
 LA0602  HISTORY     - 1947     MONUMENTED       CGS
 LA0602
 LA0602                          STATION DESCRIPTION
 LA0602
 LA0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0602'4.4 MI S FROM WILLSHIRE.
 LA0602'ABOUT 4.35 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE
 LA0602'AT WILLSHIRE, ABOUT 3.15 MILES NORTH OF THE METHODIST CHURCH AT
 LA0602'CHATTANOOGA, ABOUT 0.3 MILE SOUTH OF A CROSS ROAD WITH A POWER
 LA0602'SUB-STATION IN THE SOUTHWEST QUARTER OF THE INTERSECTION, AT
 LA0602'THE NORTHWEST CORNER OF A CEMETERY, 34 FEET EAST OF THE CENTER
 LA0602'LINE OF THE HIGHWAY, 14 FEET EAST OF THE CEMETERY IRON FENCE
 LA0602'CORNER, 40 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE TOMBSTONE
 LA0602'OF SARAH AND MICHAEL HOFF, 3.5 FEET EAST OF A POWER POLE, 1
 LA0602'FOOT NORTH OF THE FENCE LINE, 1.5 FEET NORTHEAST OF A WHITE WOODEN
 LA0602'WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP
 LA0602'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0554 ***********************************************************************
 LA0554  DESIGNATION -  F 128
 LA0554  PID         -  LA0554
 LA0554  STATE/COUNTY-  OH/MERCER
 LA0554  USGS QUAD   -  ERASTUS (1980)
 LA0554
 LA0554                         *CURRENT SURVEY CONTROL
 LA0554  ___________________________________________________________________
 LA0554* NAD 83(1986)-  40 32 43.     (N)    084 41 18.     (W)     SCALED    
 LA0554* NAVD 88     -       263.186  (meters)     863.47   (feet)  ADJUSTED  
 LA0554  ___________________________________________________________________
 LA0554  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LA0554  DYNAMIC HT  -         263.061 (meters)     863.06  (feet)  COMP
 LA0554  MODELED GRAV-     980,142.8   (mgal)                       NAVD 88
 LA0554
 LA0554  VERT ORDER  -  SECOND    CLASS 0
 LA0554
 LA0554.The horizontal coordinates were scaled from a topographic map and have
 LA0554.an estimated accuracy of +/- 6 seconds.
 LA0554
 LA0554.The orthometric height was determined by differential leveling
 LA0554.and adjusted by the National Geodetic Survey in June 1991..
 LA0554
 LA0554.The geoid height was determined by GEOID03.
 LA0554
 LA0554.The dynamic height is computed by dividing the NAVD 88
 LA0554.geopotential number by the normal gravity value computed on the
 LA0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0554.degrees latitude (g = 980.6199 gals.).
 LA0554
 LA0554.The modeled gravity was interpolated from observed gravity values.
 LA0554
 LA0554;                    North         East    Units  Estimated Accuracy
 LA0554;SPC OH N     -    99,890.      414,650.      MT  (+/- 180 meters Scaled)
 LA0554
 LA0554                          SUPERSEDED SURVEY CONTROL
 LA0554
 LA0554  NGVD 29 (??/??/92)  263.34   (m)          864.0    (f) COMPUTED    2 0
 LA0554
 LA0554.Superseded values are not recommended for survey control.
 LA0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0554.See file dsdata.txt to determine how the superseded data were derived.
 LA0554
 LA0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK957908(NAD 83)
 LA0554_MARKER: DB = BENCH MARK DISK
 LA0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0554_STAMPING: F128 1947
 LA0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0554+STABILITY: SURFACE MOTION
 LA0554
 LA0554  HISTORY     - Date     Condition        Report By
 LA0554  HISTORY     - 1947     MONUMENTED       CGS
 LA0554
 LA0554                          STATION DESCRIPTION
 LA0554
 LA0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0554'3.2 MI E FROM WABASH.
 LA0554'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 29 FROM THE CROSSROADS
 LA0554'AT WABASH, AT A CROSS ROAD WITH A CHURCH IN THE NORTHEAST CORNER,
 LA0554'45 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 64 FEET EAST
 LA0554'OF THE CENTER LINE OF THE CROSS ROAD, 46 FEET EAST OF A FENCE
 LA0554'CORNER, 95 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTHWEST
 LA0554'CORNER OF THE CHURCH BUILDING, 1.2 FEET NORTH OF THE FENCE
 LA0554'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0554'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0554'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0555 ***********************************************************************
 LA0555  DESIGNATION -  F 128 RESET
 LA0555  PID         -  LA0555
 LA0555  STATE/COUNTY-  OH/MERCER
 LA0555  USGS QUAD   -  ERASTUS (1980)
 LA0555
 LA0555                         *CURRENT SURVEY CONTROL
 LA0555  ___________________________________________________________________
 LA0555* NAD 83(1986)-  40 32 43.     (N)    084 41 18.     (W)     SCALED    
 LA0555* NAVD 88     -       263.06   (+/-2cm)     863.1    (feet)  VERTCON   
 LA0555  ___________________________________________________________________
 LA0555  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LA0555
 LA0555  VERT ORDER  -  THIRD (See Below)
 LA0555
 LA0555.The horizontal coordinates were scaled from a topographic map and have
 LA0555.an estimated accuracy of +/- 6 seconds.
 LA0555
 LA0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA0555.The vertical order pertains to the NGVD 29 superseded value.
 LA0555
 LA0555.The geoid height was determined by GEOID03.
 LA0555
 LA0555;                    North         East    Units  Estimated Accuracy
 LA0555;SPC OH N     -    99,890.      414,650.      MT  (+/- 180 meters Scaled)
 LA0555
 LA0555                          SUPERSEDED SURVEY CONTROL
 LA0555
 LA0555  NGVD 29 (??/??/??)  263.21   (m)          863.5    (f) RESET       3  
 LA0555
 LA0555.Superseded values are not recommended for survey control.
 LA0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0555.See file dsdata.txt to determine how the superseded data were derived.
 LA0555
 LA0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK957908(NAD 83)
 LA0555_MARKER: DB = BENCH MARK DISK
 LA0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0555_STAMPING: F 128 RESET 1955
 LA0555_MARK LOGO: CGS   
 LA0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0555+STABILITY: SURFACE MOTION
 LA0555
 LA0555  HISTORY     - Date     Condition        Report By
 LA0555  HISTORY     - 1955     MONUMENTED       OHHD
 LA0555  HISTORY     - 1955     GOOD             CGS
 LA0555  HISTORY     - 1959     POOR             USGS
 LA0555
 LA0555                          STATION DESCRIPTION
 LA0555
 LA0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LA0555'3.2 MI E FROM WABASH.
 LA0555'3.2 MILES EAST ALONG STATE HIGHWAY 29 FROM THE CROSSROADS AT
 LA0555'WABASH, MERCER COUNTY, AT A CROSS ROAD WITH A CHURCH IN THE
 LA0555'NORTHEAST CORNER, 139 FEET EAST OF THE CENTERLINE OF THE CROSS
 LA0555'ROAD, 38.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 35 FEET
 LA0555'WEST OF A POWER POLE, 2 FEET NORTHEAST OF ANOTHER POWER POLE, 1.5
 LA0555'FEET NORTH OF A FENCE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LA0555
 LA0555                          STATION RECOVERY (1959)
 LA0555
 LA0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LA0555'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1186 ***********************************************************************
 JZ1186  DESIGNATION -  F 129
 JZ1186  PID         -  JZ1186
 JZ1186  STATE/COUNTY-  OH/DARKE
 JZ1186  USGS QUAD   -  WHITEWATER (1960)
 JZ1186
 JZ1186                         *CURRENT SURVEY CONTROL
 JZ1186  ___________________________________________________________________
 JZ1186* NAD 83(1986)-  39 59 48.     (N)    084 45 11.     (W)     SCALED    
 JZ1186* NAVD 88     -       339.149  (meters)    1112.69   (feet)  ADJUSTED  
 JZ1186  ___________________________________________________________________
 JZ1186  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JZ1186  DYNAMIC HT  -         338.956 (meters)    1112.06  (feet)  COMP
 JZ1186  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 JZ1186
 JZ1186  VERT ORDER  -  SECOND    CLASS 0
 JZ1186
 JZ1186.The horizontal coordinates were scaled from a topographic map and have
 JZ1186.an estimated accuracy of +/- 6 seconds.
 JZ1186
 JZ1186.The orthometric height was determined by differential leveling
 JZ1186.and adjusted by the National Geodetic Survey in June 1991..
 JZ1186
 JZ1186.The geoid height was determined by GEOID03.
 JZ1186
 JZ1186.The dynamic height is computed by dividing the NAVD 88
 JZ1186.geopotential number by the normal gravity value computed on the
 JZ1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1186.degrees latitude (g = 980.6199 gals.).
 JZ1186
 JZ1186.The modeled gravity was interpolated from observed gravity values.
 JZ1186
 JZ1186;                    North         East    Units  Estimated Accuracy
 JZ1186;SPC OH S     -   224,060.      407,620.      MT  (+/- 180 meters Scaled)
 JZ1186
 JZ1186                          SUPERSEDED SURVEY CONTROL
 JZ1186
 JZ1186  NGVD 29 (??/??/92)  339.289  (m)         1113.15   (f) ADJ UNCH    2 0
 JZ1186
 JZ1186.Superseded values are not recommended for survey control.
 JZ1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1186.See file dsdata.txt to determine how the superseded data were derived.
 JZ1186
 JZ1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK918298(NAD 83)
 JZ1186_MARKER: DB = BENCH MARK DISK
 JZ1186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1186_SP_SET: BRIDGE
 JZ1186_STAMPING: F 129 1947
 JZ1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1186
 JZ1186  HISTORY     - Date     Condition        Report By
 JZ1186  HISTORY     - 1947     MONUMENTED       CGS
 JZ1186  HISTORY     - 1984     GOOD             NGS
 JZ1186
 JZ1186                          STATION DESCRIPTION
 JZ1186
 JZ1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1186'2.2 MI E FROM HOLLANSBURG.
 JZ1186'2.2 MILES EAST ALONG A BLACK TOP ROAD TO SAVONA FROM THE
 JZ1186'CROSSROADS AT HOLLANSBURG, ABOUT 0.35 MILE EAST OF THE JUNCTION
 JZ1186'OF A ROAD LEADING NORTH, AT THE BOTTOM OF A GRADE, IN THE TOP OF
 JZ1186'AND 3 FEET NORTHWEST OF THE SOUTHEAST END OF THE NORTHWEST WING
 JZ1186'WALL OF A 16-FOOT CONCRETE BRIDGE, 14.5 FEET NORTH OF THE CENTER
 JZ1186'LINE OF THE ROAD, 3 FEET NORTH OF THE CONCRETE BANISTER, AND
 JZ1186'0.4 FOOT ABOVE THE BRIDGE FLOOR.
 JZ1186
 JZ1186                          STATION RECOVERY (1984)
 JZ1186
 JZ1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ1186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0018 ***********************************************************************
 MC0018  DESIGNATION -  F 13
 MC0018  PID         -  MC0018
 MC0018  STATE/COUNTY-  OH/LORAIN
 MC0018  USGS QUAD   -  AVON (1979)
 MC0018
 MC0018                         *CURRENT SURVEY CONTROL
 MC0018  ___________________________________________________________________
 MC0018* NAD 83(1986)-  41 28 43.     (N)    082 07 21.     (W)     SCALED    
 MC0018* NAVD 88     -       185.654  (meters)     609.10   (feet)  POSTED    
 MC0018  ___________________________________________________________________
 MC0018  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 MC0018  DYNAMIC HT  -         185.580 (meters)     608.86  (feet)  COMP
 MC0018  MODELED GRAV-     980,229.2   (mgal)                       NAVD 88
 MC0018
 MC0018  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 MC0018
 MC0018.The horizontal coordinates were scaled from a topographic map and have
 MC0018.an estimated accuracy of +/- 6 seconds.
 MC0018
 MC0018.The orthometric height was determined by differential leveling
 MC0018.and adjusted by the National Geodetic Survey in 1992..
 MC0018.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 MC0018.rate greater than 8.0 mm/km.
 MC0018
 MC0018.The geoid height was determined by GEOID03.
 MC0018
 MC0018.The dynamic height is computed by dividing the NAVD 88
 MC0018.geopotential number by the normal gravity value computed on the
 MC0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0018.degrees latitude (g = 980.6199 gals.).
 MC0018
 MC0018.The modeled gravity was interpolated from observed gravity values.
 MC0018
 MC0018;                    North         East    Units  Estimated Accuracy
 MC0018;SPC OH N     -   201,280.      631,530.      MT  (+/- 180 meters Scaled)
 MC0018
 MC0018                          SUPERSEDED SURVEY CONTROL
 MC0018
 MC0018  NGVD 29 (??/??/92)  185.831  (m)          609.68   (f) ADJ UNCH    2 0
 MC0018
 MC0018.Superseded values are not recommended for survey control.
 MC0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0018.See file dsdata.txt to determine how the superseded data were derived.
 MC0018
 MC0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF062924(NAD 83)
 MC0018_MARKER: DB = BENCH MARK DISK
 MC0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0018_STAMPING: F 13 1934
 MC0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0018+STABILITY: SURFACE MOTION
 MC0018
 MC0018  HISTORY     - Date     Condition        Report By
 MC0018  HISTORY     - 1934     MONUMENTED       CGS
 MC0018  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0018  HISTORY     - 1987     MARK NOT FOUND   OHDT
 MC0018  HISTORY     - 19951124 MARK NOT FOUND   USPSQD
 MC0018
 MC0018                          STATION DESCRIPTION
 MC0018
 MC0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0018'2.9 MI E FROM LORAIN.
 MC0018'2.9 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 MC0018'RAILROAD FROM THE STATION AT LORAIN, LORAIN COUNTY, AT THE
 MC0018'SOUTH END OF A ROW OF TREES IN A SUB-DIVISION ACREAGE, AT A ROAD
 MC0018'CROSSING, 49.3 FEET NORTH OF THE NORTH RAIL, 29.9 FEET EAST OF
 MC0018'THE DIRT ROAD, AND ABOUT 6 FEET BELOW THE BASE OF THE RAIL.
 MC0018'A STANDARD DISK, F 13 1934 AND SET IN THE TOP OF A CONCRETE
 MC0018'POST.
 MC0018
 MC0018                          STATION RECOVERY (1980)
 MC0018
 MC0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0018'NOT RECOVERED, THERE IS NO LONGER A ROAD CROSSING AT THIS LOCATION.
 MC0018
 MC0018                          STATION RECOVERY (1987)
 MC0018
 MC0018'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0018'MARK NOT FOUND.
 MC0018
 MC0018                          STATION RECOVERY (1995)
 MC0018
 MC0018'RECOVERY NOTE BY US POWER SQUADRON 1995
 MC0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1127 ***********************************************************************
 JZ1127  DESIGNATION -  F 130
 JZ1127  PID         -  JZ1127
 JZ1127  STATE/COUNTY-  OH/PREBLE
 JZ1127  USGS QUAD   -  WHITEWATER (1960)
 JZ1127
 JZ1127                         *CURRENT SURVEY CONTROL
 JZ1127  ___________________________________________________________________
 JZ1127* NAD 83(1986)-  39 52 55.     (N)    084 45 51.     (W)     SCALED    
 JZ1127* NAVD 88     -       326.854  (meters)    1072.35   (feet)  ADJUSTED  
 JZ1127  ___________________________________________________________________
 JZ1127  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JZ1127  DYNAMIC HT  -         326.662 (meters)    1071.72  (feet)  COMP
 JZ1127  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 JZ1127
 JZ1127  VERT ORDER  -  SECOND    CLASS 0
 JZ1127
 JZ1127.The horizontal coordinates were scaled from a topographic map and have
 JZ1127.an estimated accuracy of +/- 6 seconds.
 JZ1127
 JZ1127.The orthometric height was determined by differential leveling
 JZ1127.and adjusted by the National Geodetic Survey in June 1991..
 JZ1127
 JZ1127.The geoid height was determined by GEOID03.
 JZ1127
 JZ1127.The dynamic height is computed by dividing the NAVD 88
 JZ1127.geopotential number by the normal gravity value computed on the
 JZ1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1127.degrees latitude (g = 980.6199 gals.).
 JZ1127
 JZ1127.The modeled gravity was interpolated from observed gravity values.
 JZ1127
 JZ1127;                    North         East    Units  Estimated Accuracy
 JZ1127;SPC OH S     -   211,350.      406,350.      MT  (+/- 180 meters Scaled)
 JZ1127
 JZ1127                          SUPERSEDED SURVEY CONTROL
 JZ1127
 JZ1127  NGVD 29 (??/??/92)  326.999  (m)         1072.83   (f) ADJ UNCH    2 0
 JZ1127
 JZ1127.Superseded values are not recommended for survey control.
 JZ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1127.See file dsdata.txt to determine how the superseded data were derived.
 JZ1127
 JZ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK911170(NAD 83)
 JZ1127_MARKER: DB = BENCH MARK DISK
 JZ1127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1127_SP_SET: ABUTMENT
 JZ1127_STAMPING: F 130 1947
 JZ1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1127
 JZ1127  HISTORY     - Date     Condition        Report By
 JZ1127  HISTORY     - 1947     MONUMENTED       CGS
 JZ1127  HISTORY     - 1958     MARK NOT FOUND   NGS
 JZ1127
 JZ1127                          STATION DESCRIPTION
 JZ1127
 JZ1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1127'2 MI NE FROM NEW PARIS.
 JZ1127'2.0 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ1127'JUNCTION TOWER AT NEW PARIS, ABOUT 0.1 MILE NORTHEAST OF A
 JZ1127'CROSS ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE SECOND
 JZ1127'LAYER FROM THE TOP OF THE NORTHEAST STONE MASONRY ABUTMENT OF
 JZ1127'A 10 FOOT CONCRETE AND STONE BRIDGE OVER A FIELD ROAD, 14.3 FEET
 JZ1127'SOUTHEAST OF THE SOUTHEAST RAIL AND ABOUT 4.5 FEET BELOW THE
 JZ1127'TRACK.
 JZ1127
 JZ1127                          STATION RECOVERY (1958)
 JZ1127
 JZ1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JZ1127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0320 ***********************************************************************
 LA0320  DESIGNATION -  F 131
 LA0320  PID         -  LA0320
 LA0320  STATE/COUNTY-  OH/DARKE
 LA0320  USGS QUAD   -  ROSSBURG (1961)
 LA0320
 LA0320                         *CURRENT SURVEY CONTROL
 LA0320  ___________________________________________________________________
 LA0320* NAD 83(1986)-  40 17 46.     (N)    084 43 07.     (W)     SCALED    
 LA0320* NAVD 88     -       319.834  (meters)    1049.32   (feet)  ADJUSTED  
 LA0320  ___________________________________________________________________
 LA0320  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LA0320  DYNAMIC HT  -         319.670 (meters)    1048.78  (feet)  COMP
 LA0320  MODELED GRAV-     980,105.5   (mgal)                       NAVD 88
 LA0320
 LA0320  VERT ORDER  -  SECOND    CLASS 0
 LA0320
 LA0320.The horizontal coordinates were scaled from a topographic map and have
 LA0320.an estimated accuracy of +/- 6 seconds.
 LA0320
 LA0320.The orthometric height was determined by differential leveling
 LA0320.and adjusted by the National Geodetic Survey in June 1991..
 LA0320
 LA0320.The geoid height was determined by GEOID03.
 LA0320
 LA0320.The dynamic height is computed by dividing the NAVD 88
 LA0320.geopotential number by the normal gravity value computed on the
 LA0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0320.degrees latitude (g = 980.6199 gals.).
 LA0320
 LA0320.The modeled gravity was interpolated from observed gravity values.
 LA0320
 LA0320;                    North         East    Units  Estimated Accuracy
 LA0320;SPC OH S     -   257,230.      411,370.      MT  (+/- 180 meters Scaled)
 LA0320
 LA0320                          SUPERSEDED SURVEY CONTROL
 LA0320
 LA0320  NGVD 29 (??/??/92)  319.984  (m)         1049.81   (f) ADJ UNCH    2 0
 LA0320
 LA0320.Superseded values are not recommended for survey control.
 LA0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0320.See file dsdata.txt to determine how the superseded data were derived.
 LA0320
 LA0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK939631(NAD 83)
 LA0320_MARKER: DB = BENCH MARK DISK
 LA0320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0320_SP_SET: CULVERT HEADWALL
 LA0320_STAMPING: F 131 1947
 LA0320_MARK LOGO: CGS   
 LA0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0320+STABILITY: SURFACE MOTION
 LA0320
 LA0320  HISTORY     - Date     Condition        Report By
 LA0320  HISTORY     - 1947     MONUMENTED       CGS
 LA0320  HISTORY     - 19940707 GOOD             OHDT
 LA0320
 LA0320                          STATION DESCRIPTION
 LA0320
 LA0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0320'1 MI SE FROM ROSE HILL.
 LA0320'ABOUT 0.95 MILES SOUTHEAST ALONG STATE HIGHWAY 49 FROM THE CROSSROADS
 LA0320'AT ROSE HILL, ABOUT 0.75 MILE NORTHWEST OF THE CROSSROADS AT
 LA0320'LIGHTSVILLE, ABOUT 0.25 MILE SOUTHEAST OF THE CONCRETE BRIDGE OVER
 LA0320'MISSISSINAWA CREEK, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 LA0320'CONCRETE HEAD WALL OF A 3-FOOT CAST IRON PIPE CULVERT, 100 FEET
 LA0320'NORTH OF THE NORTH CORNER OF A LARGE BARN, 15 FEET SOUTHWEST OF
 LA0320'THE CENTER LINE OF THE ROAD, 10 FEET SOUTHEAST OF A 36-INCH TREE,
 LA0320'ABOUT LEVEL WITH THE HIGHWAY.
 LA0320
 LA0320                          STATION RECOVERY (1994)
 LA0320
 LA0320'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (MD)
 LA0320'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA4590 ***********************************************************************
 AA4590  DESIGNATION -  F 131 RESET
 AA4590  PID         -  AA4590
 AA4590  STATE/COUNTY-  OH/DARKE
 AA4590  USGS QUAD   -  ROSSBURG (1961)
 AA4590
 AA4590                         *CURRENT SURVEY CONTROL
 AA4590  ___________________________________________________________________
 AA4590* NAD 83(1986)-  40 17 46.     (N)    084 43 07.     (W)     SCALED    
 AA4590* NAVD 88     -       318.73   (+/-2cm)    1045.7    (feet)  VERTCON   
 AA4590  ___________________________________________________________________
 AA4590  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AA4590
 AA4590  VERT ORDER  -  THIRD (See Below)
 AA4590
 AA4590.The horizontal coordinates were scaled from a topographic map and have
 AA4590.an estimated accuracy of +/- 6 seconds.
 AA4590
 AA4590.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4590.The vertical order pertains to the NGVD 29 superseded value.
 AA4590
 AA4590.The geoid height was determined by GEOID03.
 AA4590
 AA4590;                    North         East    Units  Estimated Accuracy
 AA4590;SPC OH S     -   257,230.      411,370.      MT  (+/- 180 meters Scaled)
 AA4590
 AA4590                          SUPERSEDED SURVEY CONTROL
 AA4590
 AA4590  NGVD 29 (10/13/05)  318.88   (m)         1046.2    (f) RESET       3  
 AA4590
 AA4590.Superseded values are not recommended for survey control.
 AA4590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4590.See file dsdata.txt to determine how the superseded data were derived.
 AA4590
 AA4590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK939631(NAD 83)
 AA4590_MARKER: DD = SURVEY DISK
 AA4590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4590_STAMPING: F 131 1947 RESET 1994
 AA4590_MARK LOGO: OHDT  
 AA4590_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4590+STABILITY: SURFACE MOTION
 AA4590
 AA4590  HISTORY     - Date     Condition        Report By
 AA4590  HISTORY     - 1994     MONUMENTED       OHDT
 AA4590
 AA4590                          STATION DESCRIPTION
 AA4590
 AA4590'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (MD)
 AA4590'ABOUT 0.95 MILES (1.53 KM) SOUTHEAST ALONG STATE ROUTE 49 FROM THE
 AA4590'CROSSROADS IN ROSE HILL, ABOUT 0.75 MILES (1.21 KM) NORTHWEST OF THE
 AA4590'CROSSROADS IN LIGHTSVILLE, ABOUT 0.25 MILES (0.40 KM) SOUTHEAST OF THE
 AA4590'BRIDGE OVER MISSISSINAWA CREEK, ON A 42 FOOT (12.8 M) ALUMINUM ROD
 AA4590'DRIVEN TO REFUSAL, IN A 3-D MONUMENT, 54 FEET (16.5 M) NORTH OF THE
 AA4590'NORTHEAST CORNER OF A ROUND ROOFED SHED, 40 FEET (12.2 M) FROM A TWIN
 AA4590'30 INCH CONCRETE PIPE, 67 FEET (20.4 M) SOUTHWEST OF AND 3 FEET (0.9
 AA4590'M) LOWER THAN THE CENTER OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1333 ***********************************************************************
 JZ1333  DESIGNATION -  F 132
 JZ1333  PID         -  JZ1333
 JZ1333  STATE/COUNTY-  OH/PREBLE
 JZ1333  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1333
 JZ1333                         *CURRENT SURVEY CONTROL
 JZ1333  ___________________________________________________________________
 JZ1333* NAD 83(1986)-  39 37 54.     (N)    084 46 11.     (W)     SCALED    
 JZ1333* NAVD 88     -       312.677  (meters)    1025.84   (feet)  ADJUSTED  
 JZ1333  ___________________________________________________________________
 JZ1333  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JZ1333  DYNAMIC HT  -         312.499 (meters)    1025.26  (feet)  COMP
 JZ1333  MODELED GRAV-     980,045.6   (mgal)                       NAVD 88
 JZ1333
 JZ1333  VERT ORDER  -  SECOND    CLASS 0
 JZ1333
 JZ1333.The horizontal coordinates were scaled from a topographic map and have
 JZ1333.an estimated accuracy of +/- 6 seconds.
 JZ1333
 JZ1333.The orthometric height was determined by differential leveling
 JZ1333.and adjusted by the National Geodetic Survey in June 1991..
 JZ1333
 JZ1333.The geoid height was determined by GEOID03.
 JZ1333
 JZ1333.The dynamic height is computed by dividing the NAVD 88
 JZ1333.geopotential number by the normal gravity value computed on the
 JZ1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1333.degrees latitude (g = 980.6199 gals.).
 JZ1333
 JZ1333.The modeled gravity was interpolated from observed gravity values.
 JZ1333
 JZ1333;                    North         East    Units  Estimated Accuracy
 JZ1333;SPC OH S     -   183,590.      405,170.      MT  (+/- 180 meters Scaled)
 JZ1333
 JZ1333                          SUPERSEDED SURVEY CONTROL
 JZ1333
 JZ1333  NGVD 29 (??/??/92)  312.838  (m)         1026.37   (f) ADJ UNCH    2 0
 JZ1333
 JZ1333.Superseded values are not recommended for survey control.
 JZ1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1333.See file dsdata.txt to determine how the superseded data were derived.
 JZ1333
 JZ1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ914892(NAD 83)
 JZ1333_MARKER: DB = BENCH MARK DISK
 JZ1333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1333_SP_SET: CULVERT
 JZ1333_STAMPING: F 132 1947
 JZ1333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1333
 JZ1333  HISTORY     - Date     Condition        Report By
 JZ1333  HISTORY     - 1947     MONUMENTED       CGS
 JZ1333
 JZ1333                          STATION DESCRIPTION
 JZ1333
 JZ1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1333'0.8 MI SE FROM FAIRHAVEN.
 JZ1333'0.75 MILE SOUTHEAST ALONG STATE HIGHWAY 177 FROM THE PRESBYTERIAN
 JZ1333'CHURCH AT FAIRHAVEN, ABOUT 0.5 MILE NORTHWEST OF THE INTERSECTION
 JZ1333'OF STATE HIGHWAY 725, ABOUT 0.15 MILE SOUTHEAST OF THE FAIRHAVEN
 JZ1333'SCHOOL, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST HEAD WALL
 JZ1333'OF A 3-FOOT CONCRETE CULVERT, 19 FEET SOUTHWEST OF AND ABOUT
 JZ1333'0.5 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI3504 ***********************************************************************
 AI3504  DESIGNATION -  F 132 RESET
 AI3504  PID         -  AI3504
 AI3504  STATE/COUNTY-  OH/PREBLE
 AI3504  USGS QUAD   -  FAIRHAVEN (1960)
 AI3504
 AI3504                         *CURRENT SURVEY CONTROL
 AI3504  ___________________________________________________________________
 AI3504* NAD 83(1986)-  39 37 54.     (N)    084 46 11.     (W)     SCALED    
 AI3504* NAVD 88     -       311.93   (meters)    1023.4    (feet)  RESET     
 AI3504  ___________________________________________________________________
 AI3504  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AI3504
 AI3504  VERT ORDER  -  THIRD
 AI3504
 AI3504.The horizontal coordinates were scaled from a topographic map and have
 AI3504.an estimated accuracy of +/- 6 seconds.
 AI3504
 AI3504.The orthometric height was computed from unverified reset data.
 AI3504.No vertical observational check was made to the station.
 AI3504
 AI3504.The geoid height was determined by GEOID03.
 AI3504
 AI3504;                    North         East    Units  Estimated Accuracy
 AI3504;SPC OH S     -   183,590.      405,170.      MT  (+/- 180 meters Scaled)
 AI3504
 AI3504                          SUPERSEDED SURVEY CONTROL
 AI3504
 AI3504.No superseded survey control is available for this station.
 AI3504
 AI3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ914892(NAD 83)
 AI3504_MARKER: DV = VERTICAL CONTROL DISK
 AI3504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3504_STAMPING: F 132 RESET 1997
 AI3504_MARK LOGO: NGS   
 AI3504_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3504+STABILITY: SURFACE MOTION
 AI3504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3504+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 AI3504
 AI3504  HISTORY     - Date     Condition        Report By
 AI3504  HISTORY     - 1997     MONUMENTED       OHDT
 AI3504  HISTORY     - 20040826 GOOD             DJR
 AI3504
 AI3504                          STATION DESCRIPTION
 AI3504
 AI3504'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1997 (JRM)
 AI3504'1.2 KM (0.75 MI) SOUTHEAST ALONG SR 177 FROM THE PRESBYTERIAN
 AI3504'(COMMUNITY) CHURCH AT FAIRHAVEN, 798 M (2618.1 FT) NORTHWEST OF THE
 AI3504'INTERSECTION OF SR 725, 17.2 M (56.4 FT) NORTHEAST OF TELEPHONE POLE
 AI3504'NO 96, 8.5 M (27.9 FT) NORTHEAST OF CENTERLINE OF SR 177, 30 M (98.4
 AI3504'FT) SOUTHEAST OF ELECTRIC POLE NO 81370, SET IN CONCRETE POST SET
 AI3504'FLUSH ABOUT .5 M (1.6 FT) BELOW CENTERLINE OF SR 177.
 AI3504
 AI3504                          STATION RECOVERY (2004)
 AI3504
 AI3504'RECOVERY NOTE BY D J RENSING 2004
 AI3504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1380 ***********************************************************************
 JZ1380  DESIGNATION -  F 133
 JZ1380  PID         -  JZ1380
 JZ1380  STATE/COUNTY-  OH/PREBLE
 JZ1380  USGS QUAD   -  LEWISBURG (1974)
 JZ1380
 JZ1380                         *CURRENT SURVEY CONTROL
 JZ1380  ___________________________________________________________________
 JZ1380* NAD 83(1986)-  39 49 44.     (N)    084 36 16.     (W)     SCALED    
 JZ1380* NAVD 88     -       331.684  (meters)    1088.20   (feet)  ADJUSTED  
 JZ1380  ___________________________________________________________________
 JZ1380  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JZ1380  DYNAMIC HT  -         331.493 (meters)    1087.57  (feet)  COMP
 JZ1380  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 JZ1380
 JZ1380  VERT ORDER  -  SECOND    CLASS 0
 JZ1380
 JZ1380.The horizontal coordinates were scaled from a topographic map and have
 JZ1380.an estimated accuracy of +/- 6 seconds.
 JZ1380
 JZ1380.The orthometric height was determined by differential leveling
 JZ1380.and adjusted by the National Geodetic Survey in June 1991..
 JZ1380
 JZ1380.The geoid height was determined by GEOID03.
 JZ1380
 JZ1380.The dynamic height is computed by dividing the NAVD 88
 JZ1380.geopotential number by the normal gravity value computed on the
 JZ1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1380.degrees latitude (g = 980.6199 gals.).
 JZ1380
 JZ1380.The modeled gravity was interpolated from observed gravity values.
 JZ1380
 JZ1380;                    North         East    Units  Estimated Accuracy
 JZ1380;SPC OH S     -   205,130.      419,870.      MT  (+/- 180 meters Scaled)
 JZ1380
 JZ1380                          SUPERSEDED SURVEY CONTROL
 JZ1380
 JZ1380  NGVD 29 (??/??/92)  331.838  (m)         1088.71   (f) ADJ UNCH    2 0
 JZ1380
 JZ1380.Superseded values are not recommended for survey control.
 JZ1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1380.See file dsdata.txt to determine how the superseded data were derived.
 JZ1380
 JZ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK050115(NAD 83)
 JZ1380_MARKER: DB = BENCH MARK DISK
 JZ1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1380_STAMPING: F 133 1947
 JZ1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1380+STABILITY: SURFACE MOTION
 JZ1380
 JZ1380  HISTORY     - Date     Condition        Report By
 JZ1380  HISTORY     - 1947     MONUMENTED       CGS
 JZ1380  HISTORY     - 20030509 MARK NOT FOUND   GEOCAC
 JZ1380
 JZ1380                          STATION DESCRIPTION
 JZ1380
 JZ1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1380'7.3 MI NE FROM EATON.
 JZ1380'6.05 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE COURT HOUSE
 JZ1380'AT EATON, THENCE ABOUT 1.25 MILES EAST ALONG A GRAVEL ROAD, AT
 JZ1380'THE T JUNCTION OF A ROAD SOUTH AND AT THE NORTHWEST CORNER OF THE
 JZ1380'MIDWAY AIRPORT, 46 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JZ1380'15 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 1 FOOT WEST
 JZ1380'OF THE WEST AIRPORT BOUNDARY FENCE, 27 FEET SOUTH OF THE FENCE
 JZ1380'CORNER, 7 FEET SOUTH OF A POWER POLE, 2 FEET NORTH OF A WHITE
 JZ1380'WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW THE ROAD AND SET IN
 JZ1380'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ1380
 JZ1380                          STATION RECOVERY (2003)
 JZ1380
 JZ1380'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1380'STANDARD CONCRETE POST AND METAL MOUNTING POST WERE FOUND AT THE
 JZ1380'DESCRIBED LOCATION WITH NO BENCHMARK DISK.  (N39 49.729, W 84 36.275,
 JZ1380'17FT ACCURACY WITH CONSUMER-GRADE GPS).  FENCES AND WITNESS POST ARE
 JZ1380'GONE.  MIDWAY AIRPORT IS NOW A FARM FIELD.  EAST/WEST ROAD IS (PAVED)
 JZ1380'SCHEYHING ROAD.  ROAD SOUTH IS OZIAS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1367 ***********************************************************************
 JZ1367  DESIGNATION -  F 134
 JZ1367  PID         -  JZ1367
 JZ1367  STATE/COUNTY-  OH/PREBLE
 JZ1367  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ1367
 JZ1367                         *CURRENT SURVEY CONTROL
 JZ1367  ___________________________________________________________________
 JZ1367* NAD 83(1986)-  39 38 48.     (N)    084 32 13.     (W)     SCALED    
 JZ1367* NAVD 88     -       273.624  (meters)     897.71   (feet)  ADJUSTED  
 JZ1367  ___________________________________________________________________
 JZ1367  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ1367  DYNAMIC HT  -         273.466 (meters)     897.20  (feet)  COMP
 JZ1367  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 JZ1367
 JZ1367  VERT ORDER  -  SECOND    CLASS 0
 JZ1367
 JZ1367.The horizontal coordinates were scaled from a topographic map and have
 JZ1367.an estimated accuracy of +/- 6 seconds.
 JZ1367
 JZ1367.The orthometric height was determined by differential leveling
 JZ1367.and adjusted by the National Geodetic Survey in June 1991..
 JZ1367
 JZ1367.The geoid height was determined by GEOID03.
 JZ1367
 JZ1367.The dynamic height is computed by dividing the NAVD 88
 JZ1367.geopotential number by the normal gravity value computed on the
 JZ1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1367.degrees latitude (g = 980.6199 gals.).
 JZ1367
 JZ1367.The modeled gravity was interpolated from observed gravity values.
 JZ1367
 JZ1367;                    North         East    Units  Estimated Accuracy
 JZ1367;SPC OH S     -   184,780.      425,190.      MT  (+/- 180 meters Scaled)
 JZ1367
 JZ1367                          SUPERSEDED SURVEY CONTROL
 JZ1367
 JZ1367  NGVD 29 (??/??/92)  273.794  (m)          898.27   (f) ADJ UNCH    2 0
 JZ1367
 JZ1367.Superseded values are not recommended for survey control.
 JZ1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1367.See file dsdata.txt to determine how the superseded data were derived.
 JZ1367
 JZ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ113914(NAD 83)
 JZ1367_MARKER: DB = BENCH MARK DISK
 JZ1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1367_STAMPING: F 134 1947
 JZ1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1367+STABILITY: SURFACE MOTION
 JZ1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1367+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 JZ1367
 JZ1367  HISTORY     - Date     Condition        Report By
 JZ1367  HISTORY     - 1947     MONUMENTED       CGS
 JZ1367  HISTORY     - 20030822 GOOD             GEOCAC
 JZ1367
 JZ1367                          STATION DESCRIPTION
 JZ1367
 JZ1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1367'0.5 MI W FROM GRATIS.
 JZ1367'0.5 MILE WEST ALONG STATE HIGHWAY 725 FROM THE POST OFFICE AT
 JZ1367'GRATIS, AT FAIRVIEW CEMETERY, 42 FEET NORTH OF THE CENTER LINE
 JZ1367'OF THE HIGHWAY, 105 FEET SOUTH OF THE IRON CEMETERY FENCE AT
 JZ1367'THE SOUTHWEST CORNER OF THE CEMETERY, 152 FEET WEST OF THE CENTER
 JZ1367'LINE OF THE ENTRANCE DRIVE TO THE CEMETERY, 23 FEET NORTH OF A
 JZ1367'FENCE CORNER, 1 FOOT EAST OF A WIRE FENCE, 2 FEET SOUTH OF A
 JZ1367'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND
 JZ1367'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ1367
 JZ1367                          STATION RECOVERY (2003)
 JZ1367
 JZ1367'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1367'39 38.795 84 32.226 (15 FT ACCURACY)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1003 ***********************************************************************
 JZ1003  DESIGNATION -  F 135
 JZ1003  PID         -  JZ1003
 JZ1003  STATE/COUNTY-  OH/BUTLER
 JZ1003  USGS QUAD   -  HAMILTON (1988)
 JZ1003
 JZ1003                         *CURRENT SURVEY CONTROL
 JZ1003  ___________________________________________________________________
 JZ1003* NAD 83(1986)-  39 26 56.     (N)    084 31 56.     (W)     SCALED    
 JZ1003* NAVD 88     -       185.438  (meters)     608.39   (feet)  ADJUSTED  
 JZ1003  ___________________________________________________________________
 JZ1003  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JZ1003  DYNAMIC HT  -         185.334 (meters)     608.05  (feet)  COMP
 JZ1003  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 JZ1003
 JZ1003  VERT ORDER  -  SECOND    CLASS 0
 JZ1003
 JZ1003.The horizontal coordinates were scaled from a topographic map and have
 JZ1003.an estimated accuracy of +/- 6 seconds.
 JZ1003
 JZ1003.The orthometric height was determined by differential leveling
 JZ1003.and adjusted by the National Geodetic Survey in June 1991..
 JZ1003
 JZ1003.The geoid height was determined by GEOID03.
 JZ1003
 JZ1003.The dynamic height is computed by dividing the NAVD 88
 JZ1003.geopotential number by the normal gravity value computed on the
 JZ1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1003.degrees latitude (g = 980.6199 gals.).
 JZ1003
 JZ1003.The modeled gravity was interpolated from observed gravity values.
 JZ1003
 JZ1003;                    North         East    Units  Estimated Accuracy
 JZ1003;SPC OH S     -   162,810.      425,100.      MT  (+/- 180 meters Scaled)
 JZ1003
 JZ1003                          SUPERSEDED SURVEY CONTROL
 JZ1003
 JZ1003  NGVD 29 (??/??/92)  185.620  (m)          608.99   (f) ADJ UNCH    2 0
 JZ1003
 JZ1003.Superseded values are not recommended for survey control.
 JZ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1003.See file dsdata.txt to determine how the superseded data were derived.
 JZ1003
 JZ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ123694(NAD 83)
 JZ1003_MARKER: DB = BENCH MARK DISK
 JZ1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1003_STAMPING: F 135 1947
 JZ1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1003+STABILITY: SURFACE MOTION
 JZ1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1003+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2002
 JZ1003
 JZ1003  HISTORY     - Date     Condition        Report By
 JZ1003  HISTORY     - 1947     MONUMENTED       CGS
 JZ1003  HISTORY     - 20020626 GOOD             BUTCOE
 JZ1003
 JZ1003                          STATION DESCRIPTION
 JZ1003
 JZ1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1003'2.6 MI SE FROM SEVEN MILE.
 JZ1003'2.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 127 FROM THE SCHOOL AT
 JZ1003'SEVEN MILE, AT THE JUNCTION OF JACKSONBURG ROAD AND AT THE
 JZ1003'SOUTHEAST CORNER OF THE NORTH HAMILTON AIRPORT, 22 FEET NORTHWEST
 JZ1003'OF THE CENTER LINE OF JACKSONBURG ROAD, 288 FEET EAST OF THE
 JZ1003'CENTER LINE OF HIGHWAY 127, 6.5 FEET SOUTHWEST OF A POWER POLE,
 JZ1003'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JZ1003'WITH JACKSONBURG ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ1003'PROJECTING 3 INCHES.
 JZ1003
 JZ1003                          STATION RECOVERY (2002)
 JZ1003
 JZ1003'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ1003'LOCATED IN FRONT OF CALVARY CHRISTIAN CHURCH, AIRPORT IS NO LONGER IN
 JZ1003'BUSINESS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0174 ***********************************************************************
 JZ0174  DESIGNATION -  F 136
 JZ0174  PID         -  JZ0174
 JZ0174  STATE/COUNTY-  OH/PREBLE
 JZ0174  USGS QUAD   -  BROOKVILLE (1987)
 JZ0174
 JZ0174                         *CURRENT SURVEY CONTROL
 JZ0174  ___________________________________________________________________
 JZ0174* NAD 83(1986)-  39 46 26.     (N)    084 28 57.     (W)     SCALED    
 JZ0174* NAVD 88     -       303.387  (meters)     995.36   (feet)  ADJUSTED  
 JZ0174  ___________________________________________________________________
 JZ0174  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JZ0174  DYNAMIC HT  -         303.214 (meters)     994.79  (feet)  COMP
 JZ0174  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 JZ0174
 JZ0174  VERT ORDER  -  SECOND    CLASS 0
 JZ0174
 JZ0174.The horizontal coordinates were scaled from a topographic map and have
 JZ0174.an estimated accuracy of +/- 6 seconds.
 JZ0174
 JZ0174.The orthometric height was determined by differential leveling
 JZ0174.and adjusted by the National Geodetic Survey in June 1991..
 JZ0174
 JZ0174.The geoid height was determined by GEOID03.
 JZ0174
 JZ0174.The dynamic height is computed by dividing the NAVD 88
 JZ0174.geopotential number by the normal gravity value computed on the
 JZ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0174.degrees latitude (g = 980.6199 gals.).
 JZ0174
 JZ0174.The modeled gravity was interpolated from observed gravity values.
 JZ0174
 JZ0174;                    North         East    Units  Estimated Accuracy
 JZ0174;SPC OH S     -   198,790.      430,170.      MT  (+/- 180 meters Scaled)
 JZ0174
 JZ0174                          SUPERSEDED SURVEY CONTROL
 JZ0174
 JZ0174  NGVD 29 (??/??/92)  303.556  (m)          995.92   (f) ADJ UNCH    2 0
 JZ0174
 JZ0174.Superseded values are not recommended for survey control.
 JZ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0174.See file dsdata.txt to determine how the superseded data were derived.
 JZ0174
 JZ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK156056(NAD 83)
 JZ0174_MARKER: DB = BENCH MARK DISK
 JZ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0174_STAMPING: F 136 1947
 JZ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0174+STABILITY: SURFACE MOTION
 JZ0174
 JZ0174  HISTORY     - Date     Condition        Report By
 JZ0174  HISTORY     - 1947     MONUMENTED       CGS
 JZ0174  HISTORY     - 20041118 MARK NOT FOUND   INDIV
 JZ0174
 JZ0174                          STATION DESCRIPTION
 JZ0174
 JZ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0174'4.8 MI NE FROM WEST ALEXANDRIA.
 JZ0174'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0174'WEST ALEXANDRIA, THENCE ABOUT 2.05 MILES NORTH ALONG THE
 JZ0174'PREBLE-MONTGOMERY COUNTY LINE ROAD, AT THE INTERSECTION OF LITTLE
 JZ0174'RICHMOND ROAD, 25 FEET WEST OF THE CENTER LINE OF THE COUNTY LINE
 JZ0174'ROAD, 45 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 30.5
 JZ0174'FEET NORTH OF CABLE TELEPHONE POLE NO. 577, 1 FOOT EAST OF A
 JZ0174'WIRE FENCE, 29 FEET NORTH OF THE FENCE CORNER, 2 FEET SOUTH OF A
 JZ0174'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JZ0174'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ0174
 JZ0174                          STATION RECOVERY (2004)
 JZ0174
 JZ0174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0839 ***********************************************************************
 JZ0839  DESIGNATION -  F 137
 JZ0839  PID         -  JZ0839
 JZ0839  STATE/COUNTY-  OH/BUTLER
 JZ0839  USGS QUAD   -  HAMILTON (1988)
 JZ0839
 JZ0839                         *CURRENT SURVEY CONTROL
 JZ0839  ___________________________________________________________________
 JZ0839* NAD 83(1986)-  39 24 05.     (N)    084 33 27.     (W)     SCALED    
 JZ0839* NAVD 88     -       180.069  (meters)     590.78   (feet)  ADJUSTED  
 JZ0839  ___________________________________________________________________
 JZ0839  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JZ0839  DYNAMIC HT  -         179.968 (meters)     590.45  (feet)  COMP
 JZ0839  MODELED GRAV-     980,060.3   (mgal)                       NAVD 88
 JZ0839
 JZ0839  VERT ORDER  -  FIRST     CLASS II
 JZ0839
 JZ0839.The horizontal coordinates were scaled from a topographic map and have
 JZ0839.an estimated accuracy of +/- 6 seconds.
 JZ0839
 JZ0839.The orthometric height was determined by differential leveling
 JZ0839.and adjusted by the National Geodetic Survey in June 1991..
 JZ0839
 JZ0839.The geoid height was determined by GEOID03.
 JZ0839
 JZ0839.The dynamic height is computed by dividing the NAVD 88
 JZ0839.geopotential number by the normal gravity value computed on the
 JZ0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0839.degrees latitude (g = 980.6199 gals.).
 JZ0839
 JZ0839.The modeled gravity was interpolated from observed gravity values.
 JZ0839
 JZ0839;                    North         East    Units  Estimated Accuracy
 JZ0839;SPC OH S     -   157,590.      422,800.      MT  (+/- 180 meters Scaled)
 JZ0839
 JZ0839                          SUPERSEDED SURVEY CONTROL
 JZ0839
 JZ0839  NGVD 29 (??/??/92)  180.252  (m)          591.38   (f) ADJ UNCH    1 2
 JZ0839
 JZ0839.Superseded values are not recommended for survey control.
 JZ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0839.See file dsdata.txt to determine how the superseded data were derived.
 JZ0839
 JZ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ103641(NAD 83)
 JZ0839_MARKER: DB = BENCH MARK DISK
 JZ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0839_STAMPING: F 137 1947
 JZ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0839+STABILITY: SURFACE MOTION
 JZ0839
 JZ0839  HISTORY     - Date     Condition        Report By
 JZ0839  HISTORY     - 1947     MONUMENTED       CGS
 JZ0839
 JZ0839                          STATION DESCRIPTION
 JZ0839
 JZ0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0839'AT HAMILTON.
 JZ0839'AT HAMILTON, ABOUT 0.6 MILE NORTH ALONG THE BALTIMORE AND OHIO
 JZ0839'RAILROAD FROM THE STATION, 55 YARDS NORTH OF THE INTERSECTION
 JZ0839'OF THE RAILROAD AND DAYTON STREET RUNNING NORTHEAST AND SOUTHWEST
 JZ0839'ABOUT 35 YARDS NORTHWEST OF THE CENTER LINE OF DAYTON STREET,
 JZ0839'20 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 3.5 FEET EAST
 JZ0839'OF THE EAST CURB OF 4TH STREET (THE TRACK RUNS DOWN THE CENTER
 JZ0839'OF 4TH STREET AT THIS POINT), 54 FEET NORTH-NORTHWEST OF THE
 JZ0839'NORTHWEST CORNER OF A SMALL BRICK BUILDING IN A TRIANGLE FORMED
 JZ0839'BY STREETS, 4 FEET NORTH OF A POWER POLE, AT THE SOUTHWEST
 JZ0839'CORNER OF A GRASS PLOT BETWEEN BECKETT PAPER COMPANY AND THE
 JZ0839'RAILROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ0839'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ0839'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0042 ***********************************************************************
 JZ0042  DESIGNATION -  F 138
 JZ0042  PID         -  JZ0042
 JZ0042  STATE/COUNTY-  OH/MONTGOMERY
 JZ0042  USGS QUAD   -  TIPP CITY (1992)
 JZ0042
 JZ0042                         *CURRENT SURVEY CONTROL
 JZ0042  ___________________________________________________________________
 JZ0042* NAD 83(1986)-  39 53 31.     (N)    084 11 09.     (W)     SCALED    
 JZ0042* NAVD 88     -       297.681  (meters)     976.64   (feet)  ADJUSTED  
 JZ0042  ___________________________________________________________________
 JZ0042  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JZ0042  DYNAMIC HT  -         297.522 (meters)     976.12  (feet)  COMP
 JZ0042  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 JZ0042
 JZ0042  VERT ORDER  -  FIRST     CLASS II
 JZ0042
 JZ0042.The horizontal coordinates were scaled from a topographic map and have
 JZ0042.an estimated accuracy of +/- 6 seconds.
 JZ0042
 JZ0042.The orthometric height was determined by differential leveling
 JZ0042.and adjusted by the National Geodetic Survey in June 1991..
 JZ0042
 JZ0042.The geoid height was determined by GEOID03.
 JZ0042
 JZ0042.The dynamic height is computed by dividing the NAVD 88
 JZ0042.geopotential number by the normal gravity value computed on the
 JZ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0042.degrees latitude (g = 980.6199 gals.).
 JZ0042
 JZ0042.The modeled gravity was interpolated from observed gravity values.
 JZ0042
 JZ0042;                    North         East    Units  Estimated Accuracy
 JZ0042;SPC OH S     -   211,380.      455,830.      MT  (+/- 180 meters Scaled)
 JZ0042
 JZ0042                          SUPERSEDED SURVEY CONTROL
 JZ0042
 JZ0042  NGVD 29 (??/??/92)  297.878  (m)          977.29   (f) ADJ UNCH    1 2
 JZ0042
 JZ0042.Superseded values are not recommended for survey control.
 JZ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0042.See file dsdata.txt to determine how the superseded data were derived.
 JZ0042
 JZ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK406195(NAD 83)
 JZ0042_MARKER: DB = BENCH MARK DISK
 JZ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0042_STAMPING: F 138 1947
 JZ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0042+STABILITY: SURFACE MOTION
 JZ0042
 JZ0042  HISTORY     - Date     Condition        Report By
 JZ0042  HISTORY     - 1947     MONUMENTED       CGS
 JZ0042  HISTORY     - 19930621 MARK NOT FOUND   NGS
 JZ0042
 JZ0042                          STATION DESCRIPTION
 JZ0042
 JZ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0042'0.5 MI E FROM VANDALIA.
 JZ0042'0.5 MILE EAST ALONG U.S. HIGHWAYS 40 AND 25 FROM THE JUNCTION
 JZ0042'OF U.S. HIGHWAY 25 LEADING NORTH, AT THE Y JUNCTION OF THE
 JZ0042'WEST OUTLET OF HIGHWAY 25 INTO HIGHWAY 40, 39 FEET SOUTH OF THE
 JZ0042'CENTER LINE OF HIGHWAY 40, 98 FEET NORTHEAST OF THE CENTER LINE
 JZ0042'OF HIGHWAY 25, 10 FEET EAST OF A POWER POLE NO. 150230, ABOUT
 JZ0042'0.1 MILE WEST OF THE EAST OUTLET OF HIGHWAY 25, 2 FEET WEST OF A
 JZ0042'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 JZ0042'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ0042
 JZ0042                          STATION RECOVERY (1993)
 JZ0042
 JZ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0082 ***********************************************************************
 JZ0082  DESIGNATION -  F 139
 JZ0082  PID         -  JZ0082
 JZ0082  STATE/COUNTY-  OH/MONTGOMERY
 JZ0082  USGS QUAD   -  MIAMISBURG (1987)
 JZ0082
 JZ0082                         *CURRENT SURVEY CONTROL
 JZ0082  ___________________________________________________________________
 JZ0082* NAD 83(1986)-  39 38 49.     (N)    084 17 26.     (W)     SCALED    
 JZ0082* NAVD 88     -       215.342  (meters)     706.50   (feet)  ADJUSTED  
 JZ0082  ___________________________________________________________________
 JZ0082  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JZ0082  DYNAMIC HT  -         215.220 (meters)     706.10  (feet)  COMP
 JZ0082  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 JZ0082
 JZ0082  VERT ORDER  -  FIRST     CLASS II
 JZ0082
 JZ0082.The horizontal coordinates were scaled from a topographic map and have
 JZ0082.an estimated accuracy of +/- 6 seconds.
 JZ0082
 JZ0082.The orthometric height was determined by differential leveling
 JZ0082.and adjusted by the National Geodetic Survey in June 1991..
 JZ0082
 JZ0082.The geoid height was determined by GEOID03.
 JZ0082
 JZ0082.The dynamic height is computed by dividing the NAVD 88
 JZ0082.geopotential number by the normal gravity value computed on the
 JZ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0082.degrees latitude (g = 980.6199 gals.).
 JZ0082
 JZ0082.The modeled gravity was interpolated from observed gravity values.
 JZ0082
 JZ0082;                    North         East    Units  Estimated Accuracy
 JZ0082;SPC OH S     -   184,360.      446,330.      MT  (+/- 180 meters Scaled)
 JZ0082
 JZ0082                          SUPERSEDED SURVEY CONTROL
 JZ0082
 JZ0082  NGVD 29 (??/??/92)  215.535  (m)          707.13   (f) ADJ UNCH    1 2
 JZ0082
 JZ0082.Superseded values are not recommended for survey control.
 JZ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0082.See file dsdata.txt to determine how the superseded data were derived.
 JZ0082
 JZ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ324920(NAD 83)
 JZ0082_MARKER: DB = BENCH MARK DISK
 JZ0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0082_SP_SET: BRIDGE
 JZ0082_STAMPING: F 139 1947
 JZ0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0082
 JZ0082  HISTORY     - Date     Condition        Report By
 JZ0082  HISTORY     - 1947     MONUMENTED       CGS
 JZ0082  HISTORY     - 1947     MARK NOT FOUND   USGS
 JZ0082  HISTORY     - 19890214 MARK NOT FOUND   USPSQD
 JZ0082
 JZ0082                          STATION DESCRIPTION
 JZ0082
 JZ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0082'AT MIAMISBURG.
 JZ0082'AT MIAMISBURG, ABOUT 0.55 MILE NORTH ALONG THE BALTIMORE AND OHIO
 JZ0082'RAILROAD FROM THE STATION, AT THE NORTHWEST END OF THE STATE
 JZ0082'HIGHWAY 725 BRIDGE OVER THE GREAT MIAMI RIVER, SET IN THE TOP AND
 JZ0082'6 FEET WEST OF THE EAST END OF THE WEST WING WALL, 0.4 FOOT SOUTH
 JZ0082'OF THE NORTH EDGE, 0.4 FOOT NORTH OF THE CONCRETE BANISTER ON THE
 JZ0082'WING WALL AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
 JZ0082
 JZ0082                          STATION RECOVERY (1947)
 JZ0082
 JZ0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 JZ0082'MARK NOT FOUND.
 JZ0082
 JZ0082                          STATION RECOVERY (1989)
 JZ0082
 JZ0082'RECOVERY NOTE BY US POWER SQUADRON 1989 (SEB)
 JZ0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0040 ***********************************************************************
 MC0040  DESIGNATION -  F 14
 MC0040  PID         -  MC0040
 MC0040  STATE/COUNTY-  OH/LORAIN
 MC0040  USGS QUAD   -  WELLINGTON (1973)
 MC0040
 MC0040                         *CURRENT SURVEY CONTROL
 MC0040  ___________________________________________________________________
 MC0040* NAD 83(1986)-  41 10 13.     (N)    082 13 04.     (W)     SCALED    
 MC0040* NAVD 88     -       260.047  (meters)     853.17   (feet)  ADJUSTED  
 MC0040  ___________________________________________________________________
 MC0040  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 MC0040  DYNAMIC HT  -         259.935 (meters)     852.80  (feet)  COMP
 MC0040  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 MC0040
 MC0040  VERT ORDER  -  SECOND    CLASS 0
 MC0040
 MC0040.The horizontal coordinates were scaled from a topographic map and have
 MC0040.an estimated accuracy of +/- 6 seconds.
 MC0040
 MC0040.The orthometric height was determined by differential leveling
 MC0040.and adjusted by the National Geodetic Survey in June 1991..
 MC0040
 MC0040.The geoid height was determined by GEOID03.
 MC0040
 MC0040.The dynamic height is computed by dividing the NAVD 88
 MC0040.geopotential number by the normal gravity value computed on the
 MC0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0040.degrees latitude (g = 980.6199 gals.).
 MC0040
 MC0040.The modeled gravity was interpolated from observed gravity values.
 MC0040
 MC0040;                    North         East    Units  Estimated Accuracy
 MC0040;SPC OH N     -   167,010.      623,680.      MT  (+/- 180 meters Scaled)
 MC0040
 MC0040                          SUPERSEDED SURVEY CONTROL
 MC0040
 MC0040  NGVD 29 (??/??/92)  260.240  (m)          853.80   (f) ADJ UNCH    2 0
 MC0040
 MC0040.Superseded values are not recommended for survey control.
 MC0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0040.See file dsdata.txt to determine how the superseded data were derived.
 MC0040
 MC0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF978583(NAD 83)
 MC0040_MARKER: DB = BENCH MARK DISK
 MC0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0040_STAMPING: F 14 1934
 MC0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0040+STABILITY: SURFACE MOTION
 MC0040
 MC0040  HISTORY     - Date     Condition        Report By
 MC0040  HISTORY     - 1934     MONUMENTED       CGS
 MC0040  HISTORY     - 1987     MARK NOT FOUND   OHDT
 MC0040  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 MC0040
 MC0040                          STATION DESCRIPTION
 MC0040
 MC0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0040'AT WELLINGTON.
 MC0040'AT WELLINGTON, LORAIN COUNTY, ON STATE HIGHWAY 58, 200 YARDS
 MC0040'EAST OF THE NEW YORK CENTRAL RAILROAD STATION, AT THE EAST END
 MC0040'OF A SMALL PARK, 35.1 FEET WEST OF THE WEST EDGE OF THE PAVEMENT,
 MC0040'27.3 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE ROADWAY.
 MC0040'A STANDARD DISK, STAMPED F 14 1934 AND SET IN THE TOP OF A
 MC0040'CONCRETE POST.
 MC0040
 MC0040                          STATION RECOVERY (1987)
 MC0040
 MC0040'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DD)
 MC0040'MARK NOT FOUND.
 MC0040
 MC0040                          STATION RECOVERY (1996)
 MC0040
 MC0040'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0004 ***********************************************************************
 JZ0004  DESIGNATION -  F 140
 JZ0004  PID         -  JZ0004
 JZ0004  STATE/COUNTY-  OH/MONTGOMERY
 JZ0004  USGS QUAD   -  DAYTON NORTH (1996)
 JZ0004
 JZ0004                         *CURRENT SURVEY CONTROL
 JZ0004  ___________________________________________________________________
 JZ0004* NAD 83(1986)-  39 45 07.     (N)    084 12 40.     (W)     SCALED    
 JZ0004* NAVD 88     -       227.259  (meters)     745.60   (feet)  ADJUSTED  
 JZ0004  ___________________________________________________________________
 JZ0004  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JZ0004  DYNAMIC HT  -         227.135 (meters)     745.19  (feet)  COMP
 JZ0004  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 JZ0004
 JZ0004  VERT ORDER  -  FIRST     CLASS II
 JZ0004
 JZ0004.The horizontal coordinates were scaled from a topographic map and have
 JZ0004.an estimated accuracy of +/- 6 seconds.
 JZ0004
 JZ0004.The orthometric height was determined by differential leveling
 JZ0004.and adjusted by the National Geodetic Survey in June 1991..
 JZ0004
 JZ0004.The geoid height was determined by GEOID03.
 JZ0004
 JZ0004.The dynamic height is computed by dividing the NAVD 88
 JZ0004.geopotential number by the normal gravity value computed on the
 JZ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0004.degrees latitude (g = 980.6199 gals.).
 JZ0004
 JZ0004.The modeled gravity was interpolated from observed gravity values.
 JZ0004
 JZ0004;                    North         East    Units  Estimated Accuracy
 JZ0004;SPC OH S     -   195,880.      453,370.      MT  (+/- 180 meters Scaled)
 JZ0004
 JZ0004                          SUPERSEDED SURVEY CONTROL
 JZ0004
 JZ0004  NGVD 29 (??/??/92)  227.462  (m)          746.26   (f) ADJ UNCH    1 2
 JZ0004
 JZ0004.Superseded values are not recommended for survey control.
 JZ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0004.See file dsdata.txt to determine how the superseded data were derived.
 JZ0004
 JZ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK389039(NAD 83)
 JZ0004_MARKER: DB = BENCH MARK DISK
 JZ0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0004_SP_SET: BUILDING
 JZ0004_STAMPING: F 140 1947
 JZ0004_MARK LOGO: CGS   
 JZ0004_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0004+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1993
 JZ0004
 JZ0004  HISTORY     - Date     Condition        Report By
 JZ0004  HISTORY     - 1947     MONUMENTED       CGS
 JZ0004  HISTORY     - 1967     GOOD             OH2090
 JZ0004  HISTORY     - 19930618 GOOD             NGS
 JZ0004
 JZ0004                          STATION DESCRIPTION
 JZ0004
 JZ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0004'AT DAYTON.
 JZ0004'AT DAYTON, ABOUT 0.75 MILE NORTHWEST ALONG THE PENNSYLVANIA
 JZ0004'RAILROAD FROM THE UNION STATION AT DAYTON, 38 YARDS EAST OF
 JZ0004'MILE POST 17, AT HAWTHORN STREET CROSSING, SET VERTICALLY IN
 JZ0004'THE WEST WALL AT THE SOUTHWEST CORNER OF A RED BRICK BUILDING
 JZ0004'HOUSING A WAREHOUSE OF THE NATIONAL FOUNDRY AND FURNACE COMPANY,
 JZ0004'10.5 FEET EAST OF THE EAST CURB LINE OF HAWTHORN STREET, 7 FEET
 JZ0004'NORTHEAST OF THE NORTHEAST RAIL, 1.4 FEET NORTH OF THE CORNER
 JZ0004'OF THE BUILDING, AND 3.8 FEET ABOVE THE GROUND.
 JZ0004
 JZ0004                          STATION RECOVERY (1967)
 JZ0004
 JZ0004'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967
 JZ0004'RECOVERED IN GOOD CONDITION.
 JZ0004
 JZ0004                          STATION RECOVERY (1993)
 JZ0004
 JZ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0004'IN DAYTON, AT THE INTERSECTION OF HAWTHORN STREET AND THE CHESSIE
 JZ0004'SYSTEM RAILROAD, SET VERTICALLY IN THE WEST FACE OF A BRICK BUILDING
 JZ0004'(ABANDONED), 7.9 M (25.9 FT) EAST OF THE STREET CENTER, 6.0 M (19.7
 JZ0004'FT) NORTH-NORTHEAST OF THE NEAR RAIL, 1.1 M (3.6 FT) ABOVE THE GROUND
 JZ0004'SURFACE, AND 0.4 M (1.3 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 JZ0004'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0906 ***********************************************************************
 JZ0906  DESIGNATION -  F 141
 JZ0906  PID         -  JZ0906
 JZ0906  STATE/COUNTY-  OH/HAMILTON
 JZ0906  USGS QUAD   -  ADDYSTON (1987)
 JZ0906
 JZ0906                         *CURRENT SURVEY CONTROL
 JZ0906  ___________________________________________________________________
 JZ0906* NAD 83(1986)-  39 10 01.     (N)    084 44 58.     (W)     SCALED    
 JZ0906* NAVD 88     -       151.512  (meters)     497.09   (feet)  ADJUSTED  
 JZ0906  ___________________________________________________________________
 JZ0906  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ0906  DYNAMIC HT  -         151.419 (meters)     496.78  (feet)  COMP
 JZ0906  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 JZ0906
 JZ0906  VERT ORDER  -  FIRST     CLASS II
 JZ0906
 JZ0906.The horizontal coordinates were scaled from a topographic map and have
 JZ0906.an estimated accuracy of +/- 6 seconds.
 JZ0906
 JZ0906.The orthometric height was determined by differential leveling
 JZ0906.and adjusted by the National Geodetic Survey in June 1991..
 JZ0906
 JZ0906.The geoid height was determined by GEOID03.
 JZ0906
 JZ0906.The dynamic height is computed by dividing the NAVD 88
 JZ0906.geopotential number by the normal gravity value computed on the
 JZ0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0906.degrees latitude (g = 980.6199 gals.).
 JZ0906
 JZ0906.The modeled gravity was interpolated from observed gravity values.
 JZ0906
 JZ0906;                    North         East    Units  Estimated Accuracy
 JZ0906;SPC OH S     -   131,970.      405,630.      MT  (+/- 180 meters Scaled)
 JZ0906
 JZ0906                          SUPERSEDED SURVEY CONTROL
 JZ0906
 JZ0906  NGVD 29 (06/03/91)  151.702  (m)          497.71   (f) ADJUSTED    1 2
 JZ0906
 JZ0906.Superseded values are not recommended for survey control.
 JZ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0906.See file dsdata.txt to determine how the superseded data were derived.
 JZ0906
 JZ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ944377(NAD 83)
 JZ0906_MARKER: DB = BENCH MARK DISK
 JZ0906_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JZ0906_SP_SET: FOUNDATION WALL
 JZ0906_STAMPING: F 141 1947
 JZ0906_MARK LOGO: CGS   
 JZ0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ0906+STABILITY: POSITION/ELEVATION WELL
 JZ0906
 JZ0906  HISTORY     - Date     Condition        Report By
 JZ0906  HISTORY     - 1947     MONUMENTED       CGS
 JZ0906  HISTORY     - 1986     GOOD             NGS
 JZ0906
 JZ0906                          STATION DESCRIPTION
 JZ0906
 JZ0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0906'AT CLEVES.
 JZ0906'AT CLEVES, ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 50 FROM THE
 JZ0906'POST OFFICE, AT THE CLEVES GRADE SCHOOL BUILDING, SET VERTICALLY
 JZ0906'IN THE NORTH FACE OF THE BRICK WALL AT THE NORTHEAST CORNER OF THE
 JZ0906'BUILDING, 8.8 FEET WEST OF THE NORTHEAST CORNER AND 2.1 FEET
 JZ0906'ABOVE THE GROUND.
 JZ0906
 JZ0906                          STATION RECOVERY (1986)
 JZ0906
 JZ0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ0906'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS, IN CLEVES, AT
 JZ0906'THE INTERSECTION OF NORTH MIAMI STREET AND EAST MORGAN AVENUE, SET
 JZ0906'VERTICALLY IN THE NORTH FACE OF THE BRICK FOUNDATION WALL OF THE
 JZ0906'CHARLES T. YOUNG ELEMENTARY SCHOOL, 63.4 M (208.0 FT) NORTH OF THE
 JZ0906'CENTER OF THE AVENUE, 35.5 M (116.5 FT) WEST OF THE CENTER OF THE
 JZ0906'STREET, 25.1 M (82.3 FT) NORTH OF THE CENTER OF THE EAST ENTRANCE TO
 JZ0906'THE SCHOOL, AND 2.7 M (8.9 FT) WEST OF THE NORTHEAST CORNER OF THE
 JZ0906'BUILDING.
 JZ0906'THE MARK IS 0.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0462 ***********************************************************************
 JZ0462  DESIGNATION -  F 142
 JZ0462  PID         -  JZ0462
 JZ0462  STATE/COUNTY-  OH/BUTLER
 JZ0462  USGS QUAD   -  SHANDON (1981)
 JZ0462
 JZ0462                         *CURRENT SURVEY CONTROL
 JZ0462  ___________________________________________________________________
 JZ0462* NAD 83(1986)-  39 15 53.     (N)    084 41 36.     (W)     SCALED    
 JZ0462* NAVD 88     -       161.707  (meters)     530.53   (feet)  ADJUSTED  
 JZ0462  ___________________________________________________________________
 JZ0462  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ0462  DYNAMIC HT  -         161.612 (meters)     530.22  (feet)  COMP
 JZ0462  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 JZ0462
 JZ0462  VERT ORDER  -  SECOND    CLASS 0
 JZ0462
 JZ0462.The horizontal coordinates were scaled from a topographic map and have
 JZ0462.an estimated accuracy of +/- 6 seconds.
 JZ0462
 JZ0462.The orthometric height was determined by differential leveling
 JZ0462.and adjusted by the National Geodetic Survey in June 1991..
 JZ0462
 JZ0462.The geoid height was determined by GEOID03.
 JZ0462
 JZ0462.The dynamic height is computed by dividing the NAVD 88
 JZ0462.geopotential number by the normal gravity value computed on the
 JZ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0462.degrees latitude (g = 980.6199 gals.).
 JZ0462
 JZ0462.The modeled gravity was interpolated from observed gravity values.
 JZ0462
 JZ0462;                    North         East    Units  Estimated Accuracy
 JZ0462;SPC OH S     -   142,700.      410,740.      MT  (+/- 180 meters Scaled)
 JZ0462
 JZ0462                          SUPERSEDED SURVEY CONTROL
 JZ0462
 JZ0462  NGVD 29 (??/??/92)  161.89   (m)          531.1    (f) COMPUTED    2 0
 JZ0462
 JZ0462.Superseded values are not recommended for survey control.
 JZ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0462.See file dsdata.txt to determine how the superseded data were derived.
 JZ0462
 JZ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ990486(NAD 83)
 JZ0462_MARKER: DB = BENCH MARK DISK
 JZ0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0462_SP_SET: ABUTMENT
 JZ0462_STAMPING: F 142 1949
 JZ0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0462
 JZ0462  HISTORY     - Date     Condition        Report By
 JZ0462  HISTORY     - 1947     MONUMENTED       CGS
 JZ0462  HISTORY     - 1966     GOOD             NGS
 JZ0462
 JZ0462                          STATION DESCRIPTION
 JZ0462
 JZ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CS)
 JZ0462'DESCRIPTION IS MISSING, SEE H 142 AND E 142 FOR GENERAL
 JZ0462'LOCATION.
 JZ0462
 JZ0462                          STATION RECOVERY (1966)
 JZ0462
 JZ0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0976 ***********************************************************************
 JZ0976  DESIGNATION -  F 143
 JZ0976  PID         -  JZ0976
 JZ0976  STATE/COUNTY-  OH/BUTLER
 JZ0976  USGS QUAD   -  SHANDON (1981)
 JZ0976
 JZ0976                         *CURRENT SURVEY CONTROL
 JZ0976  ___________________________________________________________________
 JZ0976* NAD 83(1986)-  39 20 13.     (N)    084 44 24.     (W)     SCALED    
 JZ0976* NAVD 88     -       226.554  (meters)     743.29   (feet)  ADJUSTED  
 JZ0976  ___________________________________________________________________
 JZ0976  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JZ0976  DYNAMIC HT  -         226.425 (meters)     742.86  (feet)  COMP
 JZ0976  MODELED GRAV-     980,051.2   (mgal)                       NAVD 88
 JZ0976
 JZ0976  VERT ORDER  -  SECOND    CLASS 0
 JZ0976
 JZ0976.The horizontal coordinates were scaled from a topographic map and have
 JZ0976.an estimated accuracy of +/- 6 seconds.
 JZ0976
 JZ0976.The orthometric height was determined by differential leveling
 JZ0976.and adjusted by the National Geodetic Survey in June 1991..
 JZ0976
 JZ0976.The geoid height was determined by GEOID03.
 JZ0976
 JZ0976.The dynamic height is computed by dividing the NAVD 88
 JZ0976.geopotential number by the normal gravity value computed on the
 JZ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0976.degrees latitude (g = 980.6199 gals.).
 JZ0976
 JZ0976.The modeled gravity was interpolated from observed gravity values.
 JZ0976
 JZ0976;                    North         East    Units  Estimated Accuracy
 JZ0976;SPC OH S     -   150,810.      406,910.      MT  (+/- 180 meters Scaled)
 JZ0976
 JZ0976                          SUPERSEDED SURVEY CONTROL
 JZ0976
 JZ0976  NGVD 29 (??/??/92)  226.739  (m)          743.89   (f) ADJ UNCH    2 0
 JZ0976
 JZ0976.Superseded values are not recommended for survey control.
 JZ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0976.See file dsdata.txt to determine how the superseded data were derived.
 JZ0976
 JZ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ947566(NAD 83)
 JZ0976_MARKER: DB = BENCH MARK DISK
 JZ0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0976_STAMPING: F 143 1947
 JZ0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0976+STABILITY: SURFACE MOTION
 JZ0976
 JZ0976  HISTORY     - Date     Condition        Report By
 JZ0976  HISTORY     - 1947     MONUMENTED       CGS
 JZ0976  HISTORY     - 20011113 GOOD             BUTCOE
 JZ0976
 JZ0976                          STATION DESCRIPTION
 JZ0976
 JZ0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0976'1.3 MI SE FROM OKEANA.
 JZ0976'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 126 FROM THE POST OFFICE
 JZ0976'AT OKEANA, ABOUT 1.6 MILES NORTHWEST OF THE POST OFFICE AT
 JZ0976'SHANDON, AT THE INTERSECTION OF CHAPEL ROAD, 58 FEET SOUTHWEST
 JZ0976'OF THE CENTER LINE OF THE HIGHWAY, 15.5 FEET EAST OF THE CENTER
 JZ0976'LINE OF CHAPEL ROAD, 63 FEET NORTHWEST OF THE NORTHWEST CORNER
 JZ0976'OF A 1-STORY FRAME HOUSE, 4.5 FEET NORTH OF R.E.A. POWER POLE
 JZ0976'NO. 0118, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 JZ0976'FOOT ABOVE CHAPEL ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ0976'PROJECTING 6 INCHES.
 JZ0976
 JZ0976                          STATION RECOVERY (2001)
 JZ0976
 JZ0976'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2001 (WCL)
 JZ0976'LOCATED AT SOUTHEAST CORNER OF INTERSECTIONS OF CHAPEL ROAD AND ST.
 JZ0976'RT. 126
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0997 ***********************************************************************
 JZ0997  DESIGNATION -  F 144
 JZ0997  PID         -  JZ0997
 JZ0997  STATE/COUNTY-  OH/BUTLER
 JZ0997  USGS QUAD   -  GREENHILLS (1981)
 JZ0997
 JZ0997                         *CURRENT SURVEY CONTROL
 JZ0997  ___________________________________________________________________
 JZ0997* NAD 83(1986)-  39 18 51.     (N)    084 33 42.     (W)     SCALED    
 JZ0997* NAVD 88     -       215.933  (meters)     708.44   (feet)  ADJUSTED  
 JZ0997  ___________________________________________________________________
 JZ0997  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JZ0997  DYNAMIC HT  -         215.805 (meters)     708.02  (feet)  COMP
 JZ0997  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 JZ0997
 JZ0997  VERT ORDER  -  SECOND    CLASS 0
 JZ0997
 JZ0997.The horizontal coordinates were scaled from a topographic map and have
 JZ0997.an estimated accuracy of +/- 6 seconds.
 JZ0997
 JZ0997.The orthometric height was determined by differential leveling
 JZ0997.and adjusted by the National Geodetic Survey in June 1991..
 JZ0997
 JZ0997.The geoid height was determined by GEOID03.
 JZ0997
 JZ0997.The dynamic height is computed by dividing the NAVD 88
 JZ0997.geopotential number by the normal gravity value computed on the
 JZ0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0997.degrees latitude (g = 980.6199 gals.).
 JZ0997
 JZ0997.The modeled gravity was interpolated from observed gravity values.
 JZ0997
 JZ0997;                    North         East    Units  Estimated Accuracy
 JZ0997;SPC OH S     -   147,920.      422,220.      MT  (+/- 180 meters Scaled)
 JZ0997
 JZ0997                          SUPERSEDED SURVEY CONTROL
 JZ0997
 JZ0997  NGVD 29 (??/??/92)  216.115  (m)          709.04   (f) ADJ UNCH    2 0
 JZ0997
 JZ0997.Superseded values are not recommended for survey control.
 JZ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0997.See file dsdata.txt to determine how the superseded data were derived.
 JZ0997
 JZ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ102544(NAD 83)
 JZ0997_MARKER: DB = BENCH MARK DISK
 JZ0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0997_STAMPING: F 144 1947
 JZ0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0997+STABILITY: SURFACE MOTION
 JZ0997
 JZ0997  HISTORY     - Date     Condition        Report By
 JZ0997  HISTORY     - 1947     MONUMENTED       CGS
 JZ0997  HISTORY     - 1977     MARK NOT FOUND   DOD
 JZ0997  HISTORY     - 20040101 MARK NOT FOUND   GEOCAC
 JZ0997
 JZ0997                          STATION DESCRIPTION
 JZ0997
 JZ0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0997'1 MI N FROM PLEASANT RUN.
 JZ0997'1.0 MILE NORTH ALONG U.S. HIGHWAY 127 FROM THE INTERSECTION
 JZ0997'OF BY-PASS U.S. HIGHWAY 50 AND STATE HIGHWAY 126 AT PLEASANT
 JZ0997'RUN, ABOUT 2.0 MILES SOUTH OF THE BRIDGE OVER PLEASANT RUN CREEK
 JZ0997'AT SYMMES, ABOUT 0.4 MILE NORTH OF THE BUTLER-HAMILTON COUNTY
 JZ0997'LINE, SET AT THE JUNCTION OF A FARM LANE LEADING EAST TO THE
 JZ0997'FARM OF DR. WILLIAM H. HINZ, 26.5 FEET SOUTH OF THE CENTER LINE
 JZ0997'OF THE FARM LANE, 45 FEET EAST OF THE CENTER LINE OF THE
 JZ0997'HIGHWAY, 3 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF THE
 JZ0997'FENCE LINE, 3 FEET SOUTH OF TELEPHONE POLE NO. B32238, 2 FEET
 JZ0997'NORTH OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE HIGHWAY
 JZ0997'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ0997
 JZ0997                          STATION RECOVERY (1977)
 JZ0997
 JZ0997'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 JZ0997'MARK NOT FOUND.
 JZ0997
 JZ0997                          STATION RECOVERY (2004)
 JZ0997
 JZ0997'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0450 ***********************************************************************
 JZ0450  DESIGNATION -  F 145
 JZ0450  PID         -  JZ0450
 JZ0450  STATE/COUNTY-  OH/HAMILTON
 JZ0450  USGS QUAD   -  GLENDALE (1987)
 JZ0450
 JZ0450                         *CURRENT SURVEY CONTROL
 JZ0450  ___________________________________________________________________
 JZ0450* NAD 83(1986)-  39 16 16.     (N)    084 27 33.     (W)     SCALED    
 JZ0450* NAVD 88     -       194.514  (meters)     638.17   (feet)  ADJUSTED  
 JZ0450  ___________________________________________________________________
 JZ0450  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ0450  DYNAMIC HT  -         194.395 (meters)     637.78  (feet)  COMP
 JZ0450  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 JZ0450
 JZ0450  VERT ORDER  -  FIRST     CLASS II
 JZ0450
 JZ0450.The horizontal coordinates were scaled from a topographic map and have
 JZ0450.an estimated accuracy of +/- 6 seconds.
 JZ0450
 JZ0450.The orthometric height was determined by differential leveling
 JZ0450.and adjusted by the National Geodetic Survey in June 1991..
 JZ0450
 JZ0450.The geoid height was determined by GEOID03.
 JZ0450
 JZ0450.The dynamic height is computed by dividing the NAVD 88
 JZ0450.geopotential number by the normal gravity value computed on the
 JZ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0450.degrees latitude (g = 980.6199 gals.).
 JZ0450
 JZ0450.The modeled gravity was interpolated from observed gravity values.
 JZ0450
 JZ0450;                    North         East    Units  Estimated Accuracy
 JZ0450;SPC OH S     -   142,940.      430,960.      MT  (+/- 180 meters Scaled)
 JZ0450
 JZ0450                          SUPERSEDED SURVEY CONTROL
 JZ0450
 JZ0450  NGVD 29 (??/??/92)  194.685  (m)          638.73   (f) ADJ UNCH    1 2
 JZ0450
 JZ0450.Superseded values are not recommended for survey control.
 JZ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0450.See file dsdata.txt to determine how the superseded data were derived.
 JZ0450
 JZ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ191499(NAD 83)
 JZ0450_MARKER: DB = BENCH MARK DISK
 JZ0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0450_SP_SET: BUILDING
 JZ0450_STAMPING: F 145 1947
 JZ0450_MARK LOGO: CGS   
 JZ0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0450+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 JZ0450
 JZ0450  HISTORY     - Date     Condition        Report By
 JZ0450  HISTORY     - 1947     MONUMENTED       CGS
 JZ0450  HISTORY     - 19930605 GOOD             NGS
 JZ0450  HISTORY     - 20040517 GOOD             GEOCAC
 JZ0450
 JZ0450                          STATION DESCRIPTION
 JZ0450
 JZ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0450'AT GLENDALE.
 JZ0450'AT GLENDALE, SET VERTICALLY IN THE SOUTHEAST FACE AT THE EAST
 JZ0450'CORNER OF THE BALTIMORE AND OHIO RAILROAD STATION, 29 FEET
 JZ0450'NORTHWEST OF THE NORTHWEST RAIL, 2.1 FEET SOUTHWEST OF THE EAST
 JZ0450'CORNER AND 2.8 FEET ABOVE THE GROUND.
 JZ0450
 JZ0450                          STATION RECOVERY (1993)
 JZ0450
 JZ0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0450'IN GLENDALE, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 JZ0450'SHARON ROAD, SET VERTICALLY IN THE EAST FACE OF THE FORMER RAILROAD
 JZ0450'STATION, 105.0 M (344.5 FT) SOUTH OF THE ROAD CENTERLINE, 9.0 M (29.5
 JZ0450'FT) WEST OF THE NEAR RAIL, 0.6 M (2.0 FT) SOUTHWEST OF THE EAST
 JZ0450'CORNER OF THE BUILDING, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 JZ0450'TRACK.
 JZ0450
 JZ0450                          STATION RECOVERY (2004)
 JZ0450
 JZ0450'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3690 ***********************************************************************
 JZ3690  DESIGNATION -  F 146 RESET
 JZ3690  PID         -  JZ3690
 JZ3690  STATE/COUNTY-  OH/BUTLER
 JZ3690  USGS QUAD   -  REILY (1992)
 JZ3690
 JZ3690                         *CURRENT SURVEY CONTROL
 JZ3690  ___________________________________________________________________
 JZ3690* NAD 83(1986)-  39 26 03.     (N)    084 45 33.     (W)     SCALED    
 JZ3690* NAVD 88     -       227.86   (meters)     747.6    (feet)  RESET     
 JZ3690  ___________________________________________________________________
 JZ3690  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JZ3690
 JZ3690  VERT ORDER  -  THIRD
 JZ3690
 JZ3690.The horizontal coordinates were scaled from a topographic map and have
 JZ3690.an estimated accuracy of +/- 6 seconds.
 JZ3690
 JZ3690.The orthometric height was computed from unverified reset data.
 JZ3690.No vertical observational check was made to the station.
 JZ3690
 JZ3690.The geoid height was determined by GEOID03.
 JZ3690
 JZ3690;                    North         East    Units  Estimated Accuracy
 JZ3690;SPC OH S     -   161,640.      405,530.      MT  (+/- 180 meters Scaled)
 JZ3690
 JZ3690                          SUPERSEDED SURVEY CONTROL
 JZ3690
 JZ3690.No superseded survey control is available for this station.
 JZ3690
 JZ3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ928673(NAD 83)
 JZ3690_MARKER: DV = VERTICAL CONTROL DISK
 JZ3690_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ3690_SP_SET: BRIDGE ABUTMENT
 JZ3690_STAMPING: F 146 RESET 1992
 JZ3690_MARK LOGO: NGS   
 JZ3690_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3690
 JZ3690  HISTORY     - Date     Condition        Report By
 JZ3690  HISTORY     - 1992     MONUMENTED       OHDT
 JZ3690  HISTORY     - 20011107 GOOD             BUTCOE
 JZ3690
 JZ3690                          STATION DESCRIPTION
 JZ3690
 JZ3690'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1992
 JZ3690'0.2 MILE (0.3 KM) EAST ALONG STILLWELL ROAD FROM THE TOWN HALL IN
 JZ3690'REILY, IN THE NORTHEAST PART OF THE VILLAGE, AT THE JUNCTION OF
 JZ3690'STILLWELL ROAD AND STATE HIGHWAY 732, SET 10 FEET (3.0 M) SOUTH OF
 JZ3690'NORTH END OF EAST ABUTMENT WALL AT NORTHEAST END OF CONCRETE BRIDGE
 JZ3690'OVER INDIAN CREEK, 19 FEET (5.8 M) NORTH OF CENTERLINE OF SR 732 AND
 JZ3690'LEVEL WITH THE BRIDGE FLOOR.
 JZ3690
 JZ3690                          STATION RECOVERY (2001)
 JZ3690
 JZ3690'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2001 (WCL)
 JZ3690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1107 ***********************************************************************
 KY1107  DESIGNATION -  F 147
 KY1107  PID         -  KY1107
 KY1107  STATE/COUNTY-  OH/MAHONING
 KY1107  USGS QUAD   -  DAMASCUS (1994)
 KY1107
 KY1107                         *CURRENT SURVEY CONTROL
 KY1107  ___________________________________________________________________
 KY1107* NAD 83(1986)-  40 59 16.     (N)    080 59 37.     (W)     SCALED    
 KY1107* NAVD 88     -       328.293  (meters)    1077.07   (feet)  ADJUSTED  
 KY1107  ___________________________________________________________________
 KY1107  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KY1107  DYNAMIC HT  -         328.141 (meters)    1076.58  (feet)  COMP
 KY1107  MODELED GRAV-     980,150.8   (mgal)                       NAVD 88
 KY1107
 KY1107  VERT ORDER  -  SECOND    CLASS 0
 KY1107
 KY1107.The horizontal coordinates were scaled from a topographic map and have
 KY1107.an estimated accuracy of +/- 6 seconds.
 KY1107
 KY1107.The orthometric height was determined by differential leveling
 KY1107.and adjusted by the National Geodetic Survey in June 1991..
 KY1107
 KY1107.The geoid height was determined by GEOID03.
 KY1107
 KY1107.The dynamic height is computed by dividing the NAVD 88
 KY1107.geopotential number by the normal gravity value computed on the
 KY1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1107.degrees latitude (g = 980.6199 gals.).
 KY1107
 KY1107.The modeled gravity was interpolated from observed gravity values.
 KY1107
 KY1107;                    North         East    Units  Estimated Accuracy
 KY1107;SPC OH N     -   147,800.      726,750.      MT  (+/- 180 meters Scaled)
 KY1107
 KY1107                          SUPERSEDED SURVEY CONTROL
 KY1107
 KY1107  NGVD 29 (??/??/92)  328.459  (m)         1077.62   (f) ADJ UNCH    2 0
 KY1107
 KY1107.Superseded values are not recommended for survey control.
 KY1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1107.See file dsdata.txt to determine how the superseded data were derived.
 KY1107
 KY1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF005374(NAD 83)
 KY1107_MARKER: DB = BENCH MARK DISK
 KY1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1107_STAMPING: F 147 1949
 KY1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1107+STABILITY: SURFACE MOTION
 KY1107
 KY1107  HISTORY     - Date     Condition        Report By
 KY1107  HISTORY     - 1949     MONUMENTED       CGS
 KY1107  HISTORY     - 1950     GOOD             NGS
 KY1107  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY1107
 KY1107                          STATION DESCRIPTION
 KY1107
 KY1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1107'1.2 MI NE FROM NORTH BENTON.
 KY1107'ABOUT 0.5 MILE NORTHEAST ALONG HELSEL ROAD FROM THE POST OFFICE
 KY1107'AT NORTH BENTON, THENCE ABOUT 0.7 MILE EAST ALONG THE WESTERN
 KY1107'RESERVE ROAD, AT THE JUNCTION OF WESTERN RESERVE ROAD AND
 KY1107'BELOIT-SNODES ROAD, 40 FEET SOUTH OF THE CENTERLINE OF WESTERN
 KY1107'RESERVE ROAD, 18 FEET WEST OF THE CENTERLINE OF BELOIT-SNODES
 KY1107'ROAD, 16 FEET SOUTH OF FENCE CORNER, 51 FEET WEST-SOUTH-WEST AND
 KY1107'ACROSS BELOIT-SNODES ROAD FROM A POLE SERVING AS FENCE CORNER,
 KY1107'AND 1 FOOT EAST OF FENCE LINE.  IT IS 2 FEET SOUTH OF A WHITE
 KY1107'WITNESS POST AND ABOUT 1 FOOT BELOW THE CENTERLINE OF BELOIT-SNODES
 KY1107'ROAD.  A STANDARD DISK SET IN A CONCRETE POST PROJECTING 4
 KY1107'INCHES.
 KY1107
 KY1107                          STATION RECOVERY (1966)
 KY1107
 KY1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KY1107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0974 ***********************************************************************
 MB0974  DESIGNATION -  F 148
 MB0974  PID         -  MB0974
 MB0974  STATE/COUNTY-  OH/MAHONING
 MB0974  USGS QUAD   -  CAMPBELL (1979)
 MB0974
 MB0974                         *CURRENT SURVEY CONTROL
 MB0974  ___________________________________________________________________
 MB0974* NAD 83(1986)-  41 01 02.     (N)    080 31 15.     (W)     SCALED    
 MB0974* NAVD 88     -       321.994  (meters)    1056.41   (feet)  ADJUSTED  
 MB0974  ___________________________________________________________________
 MB0974  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 MB0974  DYNAMIC HT  -         321.844 (meters)    1055.92  (feet)  COMP
 MB0974  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 MB0974
 MB0974  VERT ORDER  -  SECOND    CLASS 0
 MB0974
 MB0974.The horizontal coordinates were scaled from a topographic map and have
 MB0974.an estimated accuracy of +/- 6 seconds.
 MB0974
 MB0974.The orthometric height was determined by differential leveling
 MB0974.and adjusted by the National Geodetic Survey in June 1991..
 MB0974
 MB0974.The geoid height was determined by GEOID03.
 MB0974
 MB0974.The dynamic height is computed by dividing the NAVD 88
 MB0974.geopotential number by the normal gravity value computed on the
 MB0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0974.degrees latitude (g = 980.6199 gals.).
 MB0974
 MB0974.The modeled gravity was interpolated from observed gravity values.
 MB0974
 MB0974;                    North         East    Units  Estimated Accuracy
 MB0974;SPC OH N     -   151,860.      766,450.      MT  (+/- 180 meters Scaled)
 MB0974
 MB0974                          SUPERSEDED SURVEY CONTROL
 MB0974
 MB0974  NGVD 29 (??/??/92)  322.161  (m)         1056.96   (f) ADJ UNCH    2 0
 MB0974
 MB0974.Superseded values are not recommended for survey control.
 MB0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0974.See file dsdata.txt to determine how the superseded data were derived.
 MB0974
 MB0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF402407(NAD 83)
 MB0974_MARKER: DB = BENCH MARK DISK
 MB0974_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0974_SP_SET: CULVERT
 MB0974_STAMPING: F 148 1949
 MB0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0974
 MB0974  HISTORY     - Date     Condition        Report By
 MB0974  HISTORY     - 1949     MONUMENTED       CGS
 MB0974  HISTORY     - 1950     GOOD             NGS
 MB0974  HISTORY     - 20060820 MARK NOT FOUND   GEOCAC
 MB0974
 MB0974                          STATION DESCRIPTION
 MB0974
 MB0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0974'1.7 MI SE FROM LOWELLVILLE.
 MB0974'ABOUT 1.1 MILES SOUTHEAST ALONG THE POLAND-STRUTHERS-LOWELLVILLE
 MB0974'ROAD FROM THE SOUTH END OF BRIDGE OVER MAHONING RIVER AT
 MB0974'LOWELLVILLE, THENCE ABOUT 0.1 MILE EAST ALONG U.S. 224, THENCE
 MB0974'ABOUT 0.5 MILE SOUTHEAST ALONG STYMIE ROAD, IN THE TOP OF THE
 MB0974'NORTH END OF THE EAST HEADWALL OF A 6 FOOT CONCRETE BOX CULVERT,
 MB0974'16 FEET EAST OF CENTERLINE OF STYMIE ROAD, 1 FOOT SOUTH OF THE
 MB0974'NORTHEAST CORNER OF THE EAST HEADWALL.  A STANDARD DISK SET IN
 MB0974'A DRILLED HOLE ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 MB0974
 MB0974                          STATION RECOVERY (2006)
 MB0974
 MB0974'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0974'CULVERT HAS BEEN RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1181 ***********************************************************************
 KY1181  DESIGNATION -  F 149
 KY1181  PID         -  KY1181
 KY1181  STATE/COUNTY-  OH/MAHONING
 KY1181  USGS QUAD   -  COLUMBIANA (1994)
 KY1181
 KY1181                         *CURRENT SURVEY CONTROL
 KY1181  ___________________________________________________________________
 KY1181* NAD 83(1986)-  40 58 23.     (N)    080 37 55.     (W)     SCALED    
 KY1181* NAVD 88     -       357.466  (meters)    1172.79   (feet)  ADJUSTED  
 KY1181  ___________________________________________________________________
 KY1181  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY1181  DYNAMIC HT  -         357.295 (meters)    1172.23  (feet)  COMP
 KY1181  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 KY1181
 KY1181  VERT ORDER  -  SECOND    CLASS 0
 KY1181
 KY1181.The horizontal coordinates were scaled from a topographic map and have
 KY1181.an estimated accuracy of +/- 6 seconds.
 KY1181
 KY1181.The orthometric height was determined by differential leveling
 KY1181.and adjusted by the National Geodetic Survey in June 1991..
 KY1181
 KY1181.The geoid height was determined by GEOID03.
 KY1181
 KY1181.The dynamic height is computed by dividing the NAVD 88
 KY1181.geopotential number by the normal gravity value computed on the
 KY1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1181.degrees latitude (g = 980.6199 gals.).
 KY1181
 KY1181.The modeled gravity was interpolated from observed gravity values.
 KY1181
 KY1181;                    North         East    Units  Estimated Accuracy
 KY1181;SPC OH N     -   146,750.      757,210.      MT  (+/- 180 meters Scaled)
 KY1181
 KY1181                          SUPERSEDED SURVEY CONTROL
 KY1181
 KY1181  NGVD 29 (??/??/92)  357.624  (m)         1173.30   (f) ADJ UNCH    2 0
 KY1181
 KY1181.Superseded values are not recommended for survey control.
 KY1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1181.See file dsdata.txt to determine how the superseded data were derived.
 KY1181
 KY1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF309358(NAD 83)
 KY1181_MARKER: DB = BENCH MARK DISK
 KY1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1181_STAMPING: F 149 1949
 KY1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1181+STABILITY: SURFACE MOTION
 KY1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1181+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 KY1181
 KY1181  HISTORY     - Date     Condition        Report By
 KY1181  HISTORY     - 1949     MONUMENTED       CGS
 KY1181  HISTORY     - 1950     GOOD             NGS
 KY1181  HISTORY     - 1951     MARK NOT FOUND   USGS
 KY1181  HISTORY     - 20060711 GOOD             GEOCAC
 KY1181
 KY1181                          STATION DESCRIPTION
 KY1181
 KY1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1181'2.4 MI NE FROM NORTH LIMA.
 KY1181'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 164 FROM ITS
 KY1181'INTERSECTION WITH STATE HIGHWAY 7 AT NORTH LIMA, AT MORGANTOWN
 KY1181'WHICH IS THE JUNCTION OF STATE HIGHWAY 164 AND NORTH BENTON-CALLA
 KY1181'STATE LINE ROAD, 48 FEET WEST OF THE CENTERLINE OF STATE
 KY1181'HIGHWAY 164, 32.5 FEET SOUTH OF THE CENTERLINE OF NORTH BENTON-CALLA
 KY1181'STATE LINE ROAD, 27 FEET WEST OF THE WEST END OF A 18 INCH PIPE
 KY1181'CULVERT UNDER STATE HIGHWAY 164.  IT IS 2 FEET SOUTH OF A
 KY1181'WHITE WINTESS POST AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 KY1181'CENTER OF STATE HIGHWAY 164.  A STANDARD DISK SET IN THE TOP OF
 KY1181'A CONCRETE POST AND PROJECTING 4 INCHES.
 KY1181
 KY1181                          STATION RECOVERY (1951)
 KY1181
 KY1181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 KY1181'MARK NOT FOUND.
 KY1181
 KY1181                          STATION RECOVERY (2006)
 KY1181
 KY1181'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1181'ADD TO DESCRIPTION, THE MARK IS .5 FEET EAST OF AN ORANGE WITNESS
 KY1181'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1072 ***********************************************************************
 MB1072  DESIGNATION -  F 15
 MB1072  PID         -  MB1072
 MB1072  STATE/COUNTY-  OH/GEAUGA
 MB1072  USGS QUAD   -  EAST CLARIDON (1994)
 MB1072
 MB1072                         *CURRENT SURVEY CONTROL
 MB1072  ___________________________________________________________________
 MB1072* NAD 83(1986)-  41 30 20.     (N)    081 06 06.     (W)     SCALED    
 MB1072* NAVD 88     -       352.741  (meters)    1157.28   (feet)  ADJUSTED  
 MB1072  ___________________________________________________________________
 MB1072  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB1072  DYNAMIC HT  -         352.594 (meters)    1156.80  (feet)  COMP
 MB1072  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 MB1072
 MB1072  VERT ORDER  -  SECOND    CLASS 0
 MB1072
 MB1072.The horizontal coordinates were scaled from a topographic map and have
 MB1072.an estimated accuracy of +/- 6 seconds.
 MB1072
 MB1072.The orthometric height was determined by differential leveling
 MB1072.and adjusted by the National Geodetic Survey in June 1991..
 MB1072
 MB1072.The geoid height was determined by GEOID03.
 MB1072
 MB1072.The dynamic height is computed by dividing the NAVD 88
 MB1072.geopotential number by the normal gravity value computed on the
 MB1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1072.degrees latitude (g = 980.6199 gals.).
 MB1072
 MB1072.The modeled gravity was interpolated from observed gravity values.
 MB1072
 MB1072;                    North         East    Units  Estimated Accuracy
 MB1072;SPC OH N     -   205,140.      716,740.      MT  (+/- 180 meters Scaled)
 MB1072
 MB1072                          SUPERSEDED SURVEY CONTROL
 MB1072
 MB1072  NGVD 29 (??/??/92)  352.932  (m)         1157.91   (f) ADJ UNCH    2 0
 MB1072
 MB1072.Superseded values are not recommended for survey control.
 MB1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1072.See file dsdata.txt to determine how the superseded data were derived.
 MB1072
 MB1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF915948(NAD 83)
 MB1072_MARKER: DB = BENCH MARK DISK
 MB1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1072_STAMPING: F 15 1934
 MB1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1072+STABILITY: SURFACE MOTION
 MB1072
 MB1072  HISTORY     - Date     Condition        Report By
 MB1072  HISTORY     - 1934     MONUMENTED       CGS
 MB1072  HISTORY     - 1950     GOOD             NGS
 MB1072
 MB1072                          STATION DESCRIPTION
 MB1072
 MB1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB1072'1.2 MI NW FROM BURTON.
 MB1072'ABOUT 1.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB1072'FROM THE STATION AT BURTON, AT THE CROSSING OF STATE HIGHWAY 608,
 MB1072'AT MILE-POST 115-22.  IT IS 23 FEET WEST OF THE WEST RAIL, 29.5
 MB1072'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH
 MB1072'OF A WHITE WITNESS POST AND 1 FOOT HIGHER THAN THE TRACK.  A
 MB1072'STANDARD DISK SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING
 MB1072'6 INCHES.  THIS MARK CAN ALSO BE REACHED BY GOING 2 MILES SOUTHEAST
 MB1072'ALONG THE BALTIMORE AND OHIO RAILROAD FROM EAST CLARIDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1162 ***********************************************************************
 KY1162  DESIGNATION -  F 150
 KY1162  PID         -  KY1162
 KY1162  STATE/COUNTY-  OH/MAHONING
 KY1162  USGS QUAD   -  SALEM (1994)
 KY1162
 KY1162                         *CURRENT SURVEY CONTROL
 KY1162  ___________________________________________________________________
 KY1162* NAD 83(1995)-  40 56 40.12040(N)    080 51 22.78621(W)     ADJUSTED  
 KY1162* NAVD 88     -       362.535  (meters)    1189.42   (feet)  ADJUSTED  
 KY1162  ___________________________________________________________________
 KY1162  X           -     766,725.044 (meters)                     COMP
 KY1162  Y           -  -4,763,572.368 (meters)                     COMP
 KY1162  Z           -   4,157,983.197 (meters)                     COMP
 KY1162  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 KY1162  ELLIP HEIGHT-         328.74  (meters)          (10/07/05) GPS OBS
 KY1162  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY1162  DYNAMIC HT  -         362.363 (meters)    1188.85  (feet)  COMP
 KY1162  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 KY1162
 KY1162  HORZ ORDER  -  THIRD
 KY1162  VERT ORDER  -  SECOND    CLASS 0
 KY1162  ELLP ORDER  -  FOURTH    CLASS II
 KY1162
 KY1162.The horizontal coordinates were established by GPS observations
 KY1162.and adjusted by the National Geodetic Survey in May 1998..
 KY1162
 KY1162.The orthometric height was determined by differential leveling
 KY1162.and adjusted by the National Geodetic Survey in June 1991..
 KY1162
 KY1162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY1162
 KY1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1162
 KY1162.The ellipsoidal height was determined by GPS observations
 KY1162.and is referenced to NAD 83.
 KY1162
 KY1162.The geoid height was determined by GEOID03.
 KY1162
 KY1162.The dynamic height is computed by dividing the NAVD 88
 KY1162.geopotential number by the normal gravity value computed on the
 KY1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1162.degrees latitude (g = 980.6199 gals.).
 KY1162
 KY1162.The modeled gravity was interpolated from observed gravity values.
 KY1162
 KY1162;                    North         East     Units Scale Factor Converg.
 KY1162;SPC OH N     -   143,199.643   738,390.206   MT  0.99994144   +1 04 47.3
 KY1162;UTM  17      - 4,532,603.547   512,093.044   MT  0.99960180   +0 05 38.9
 KY1162
 KY1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1162!SPC OH N     -   0.99994844  x   0.99994144  =   0.99988988
 KY1162!UTM  17      -   0.99994844  x   0.99960180  =   0.99955026
 KY1162
 KY1162                          SUPERSEDED SURVEY CONTROL
 KY1162
 KY1162  ELLIP H (05/28/98)  328.75   (m)                       GP(       ) 4 2
 KY1162  NAVD 88 (05/28/98)  362.54   (m)         1189.4    (f) LEVELING    3  
 KY1162  NGVD 29 (??/??/92)  362.688  (m)         1189.92   (f) ADJ UNCH    2 0
 KY1162
 KY1162.Superseded values are not recommended for survey control.
 KY1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1162.See file dsdata.txt to determine how the superseded data were derived.
 KY1162
 KY1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1209332604(NAD 83)
 KY1162_MARKER: DB = BENCH MARK DISK
 KY1162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1162_SP_SET: CULVERT HEADWALL
 KY1162_STAMPING: F 150 1949
 KY1162_MARK LOGO: CGS   
 KY1162_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1162+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1997
 KY1162
 KY1162  HISTORY     - Date     Condition        Report By
 KY1162  HISTORY     - 1949     MONUMENTED       CGS
 KY1162  HISTORY     - 1950     GOOD             NGS
 KY1162  HISTORY     - 19970918 GOOD             NGS
 KY1162  HISTORY     - 20060310 MARK NOT FOUND   GEOCAC
 KY1162
 KY1162                          STATION DESCRIPTION
 KY1162
 KY1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1162'3.2 MI NW FROM SALEM.
 KY1162'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 KY1162'IN THE CITY OF SALEM, THENCE ABOUT 3.05 MILES NORTH ALONG STATE
 KY1162'HIGHWAY 45, AT THE INTERSECTION OF STATE HIGHWAY 45 AND STATE
 KY1162'HIGHWAY 165, IN THE TOP AND WEST END OF CONCRETE HEADWALL IN THE
 KY1162'NORTHWEST CORNER OF THE INTERSECTION, 19.3 FEET WEST OF THE
 KY1162'CENTERLINE OF STATE HIGHWAY 45, 30.5 FEET NORTH OF THE CENTERLINE
 KY1162'OF STATE HIGHWAY 165.  A STANDARD DISK CEMENTED IN A DRILLED
 KY1162'HOLE AND ABOUT LEVEL WITH THE HIGHWAY.
 KY1162
 KY1162                          STATION RECOVERY (1997)
 KY1162
 KY1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 KY1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 18SEP1997 (WCW) .  RECOVERED
 KY1162'IN GOOD CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  THE STATION IS
 KY1162'LOCATED ABOUT 3.10 MI (4.99 KM) NORTH FROM SALEM AT THE JUNCTION OF
 KY1162'STATE HIGHWAY 45 AND STATE HIGHWAY 165.  OWNERSHIP--OHIO DEPARTMENT OF
 KY1162'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 KY1162'62 AND STATE HIGHWAY 45 NORTH, WHICH IS 2.9 KM (1.80 MI) NORTH ALONG
 KY1162'ELLSWORTH ROAD FROM STATE HIGHWAY 14 (STATE ROAD) IN SALEM, GO NORTH
 KY1162'FOR 2.1 KM (1.30 MI) TO STATE HIGHWAY 165 AND THE STATION ON LEFT.
 KY1162'THE MARK IS A CGS BENCHMARK DISK IN A CULVERT HEADWALL.  THE CULVERT
 KY1162'HAS BEEN EXTENDED TO INCREASE PAVEMENT WIDTH AND THE HEADWALL IS
 KY1162'SURROUNDED BY SOIL.  STABILITY MAY BE INCREASED WITH THE SURROUNDING
 KY1162'SOIL, BUT MAY BE DECREASED BY NEARBY VEHICULAR TRAFFIC.  THE STATION
 KY1162'IS LOCATED 19.3 FT (5.9 M) WEST FROM STATE HIGHWAY 45 CENTER, 30.5 FT
 KY1162'(9.3 M) NORTH FROM STATE HIGHWAY 165 CENTER, 9.6 FT (2.9 M) SOUTHEAST
 KY1162'FROM A WOOD UTILITY POLE WITHOUT TRANSFORMER AND WITH A PLASTIC NGS
 KY1162'WITNESS POST, 15 CM (6 IN) NORTHWEST FROM THE EDGE OF ASPHALT PAVEMENT
 KY1162'AND 23 CM (9 IN) EAST FROM THE WEST END OF THE 30 CM (12 IN) THICK
 KY1162'CONCRETE HEADWALL.  THE MARK IS FLUSH WITH THE CONCRETE HEADWALL.
 KY1162
 KY1162                          STATION RECOVERY (2006)
 KY1162
 KY1162'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1162'THE CONCRETE HEADWALL IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0862 ***********************************************************************
 MB0862  DESIGNATION -  F 151
 MB0862  PID         -  MB0862
 MB0862  STATE/COUNTY-  OH/MAHONING
 MB0862  USGS QUAD   -  LAKE MILTON (1979)
 MB0862
 MB0862                         *CURRENT SURVEY CONTROL
 MB0862  ___________________________________________________________________
 MB0862* NAD 83(1986)-  41 06 36.     (N)    080 55 30.     (W)     SCALED    
 MB0862* NAVD 88     -       302.173  (meters)     991.38   (feet)  ADJUSTED  
 MB0862  ___________________________________________________________________
 MB0862  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB0862  DYNAMIC HT  -         302.038 (meters)     990.94  (feet)  COMP
 MB0862  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 MB0862
 MB0862  VERT ORDER  -  SECOND    CLASS 0
 MB0862
 MB0862.The horizontal coordinates were scaled from a topographic map and have
 MB0862.an estimated accuracy of +/- 6 seconds.
 MB0862
 MB0862.The orthometric height was determined by differential leveling
 MB0862.and adjusted by the National Geodetic Survey in June 1991..
 MB0862
 MB0862.The geoid height was determined by GEOID03.
 MB0862
 MB0862.The dynamic height is computed by dividing the NAVD 88
 MB0862.geopotential number by the normal gravity value computed on the
 MB0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0862.degrees latitude (g = 980.6199 gals.).
 MB0862
 MB0862.The modeled gravity was interpolated from observed gravity values.
 MB0862
 MB0862;                    North         East    Units  Estimated Accuracy
 MB0862;SPC OH N     -   161,470.      732,280.      MT  (+/- 180 meters Scaled)
 MB0862
 MB0862                          SUPERSEDED SURVEY CONTROL
 MB0862
 MB0862  NGVD 29 (??/??/92)  302.348  (m)          991.95   (f) ADJ UNCH    2 0
 MB0862
 MB0862.Superseded values are not recommended for survey control.
 MB0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0862.See file dsdata.txt to determine how the superseded data were derived.
 MB0862
 MB0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF062509(NAD 83)
 MB0862_MARKER: DB = BENCH MARK DISK
 MB0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0862_STAMPING: F 151 1949
 MB0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0862+STABILITY: SURFACE MOTION
 MB0862
 MB0862  HISTORY     - Date     Condition        Report By
 MB0862  HISTORY     - 1949     MONUMENTED       CGS
 MB0862  HISTORY     - 1950     GOOD             NGS
 MB0862  HISTORY     - 20060723 MARK NOT FOUND   GEOCAC
 MB0862
 MB0862                          STATION DESCRIPTION
 MB0862
 MB0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0862'3.3 MI SE FROM PRICETOWN.
 MB0862'ABOUT 1.3 MILES EAST ALONG THE MAHONING-TRUMBULL COUNTY LINE
 MB0862'ROAD FROM THE COMMUNITY CHURCH AT PRICETOWN, THENCE ABOUT 0.9
 MB0862'MILE SOUTHEAST ALONG ROBINSON ROAD, THENCE 1.1 MILES SOUTH ALONG
 MB0862'THE ORRS CORNERS-NEWTON FALLS ROAD, AT THE JUNCTION OF THE ORRS
 MB0862'CORNERS-NEWTON FALLS ROAD AND THE CREED ROAD, 24 FEET WEST OF
 MB0862'THE CENTERLINE OF THE ORRS CORNERS-NEWTON FALLS ROAD, 42 FEET
 MB0862'NORTH OF THE CENTERLINE OF CREED ROAD, 23.5 FEET NORTH OF FENCE
 MB0862'CORNER, 93 FEET NORTH OF THE NORTH END OF THE WEST RAILING
 MB0862'OF A CONCRETE BRIDGE AND ACROSS CREED ROAD.  IT IS 3 FEET SOUTH
 MB0862'OF A WHITE WITNESS POST AND ABOUT 1 FOOT BELOW THE LEVEL OF
 MB0862'THE CENTER OF THE ORRS CORNERS - NEWTON FALLS ROAD.  A STANDARD
 MB0862'DISK SET IN THE TOP OF A CONCRETE POST AND ABOUT LEVEL WITH THE
 MB0862'SURFACE OF THE GROUND.
 MB0862
 MB0862                          STATION RECOVERY (2006)
 MB0862
 MB0862'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0924 ***********************************************************************
 MB0924  DESIGNATION -  F 152
 MB0924  PID         -  MB0924
 MB0924  STATE/COUNTY-  OH/TRUMBULL
 MB0924  USGS QUAD   -  SHARON WEST (1994)
 MB0924
 MB0924                         *CURRENT SURVEY CONTROL
 MB0924  ___________________________________________________________________
 MB0924* NAD 83(1986)-  41 14 01.     (N)    080 31 20.     (W)     SCALED    
 MB0924* NAVD 88     -       331.500  (meters)    1087.60   (feet)  ADJUSTED  
 MB0924  ___________________________________________________________________
 MB0924  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0924  DYNAMIC HT  -         331.354 (meters)    1087.12  (feet)  COMP
 MB0924  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 MB0924
 MB0924  VERT ORDER  -  SECOND    CLASS 0
 MB0924
 MB0924.The horizontal coordinates were scaled from a topographic map and have
 MB0924.an estimated accuracy of +/- 6 seconds.
 MB0924
 MB0924.The orthometric height was determined by differential leveling
 MB0924.and adjusted by the National Geodetic Survey in June 1991..
 MB0924
 MB0924.The geoid height was determined by GEOID03.
 MB0924
 MB0924.The dynamic height is computed by dividing the NAVD 88
 MB0924.geopotential number by the normal gravity value computed on the
 MB0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0924.degrees latitude (g = 980.6199 gals.).
 MB0924
 MB0924.The modeled gravity was interpolated from observed gravity values.
 MB0924
 MB0924;                    North         East    Units  Estimated Accuracy
 MB0924;SPC OH N     -   175,880.      765,790.      MT  (+/- 180 meters Scaled)
 MB0924
 MB0924                          SUPERSEDED SURVEY CONTROL
 MB0924
 MB0924  NGVD 29 (??/??/92)  331.665  (m)         1088.14   (f) ADJ UNCH    2 0
 MB0924
 MB0924.Superseded values are not recommended for survey control.
 MB0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0924.See file dsdata.txt to determine how the superseded data were derived.
 MB0924
 MB0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF400648(NAD 83)
 MB0924_MARKER: DB = BENCH MARK DISK
 MB0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0924_STAMPING: F 152 1950
 MB0924_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0924+STABILITY: SURFACE MOTION
 MB0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0924+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 MB0924
 MB0924  HISTORY     - Date     Condition        Report By
 MB0924  HISTORY     - 1950     MONUMENTED       CGS
 MB0924  HISTORY     - 19910925 GOOD             OHDT
 MB0924  HISTORY     - 20060314 GOOD             GEOCAC
 MB0924
 MB0924                          STATION DESCRIPTION
 MB0924
 MB0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0924'0.4 MI NW FROM SHARON.
 MB0924'ABOUT 0.35 MILE NORTHWEST ALONG STATE STREET FROM THE NEW YORK
 MB0924'CENTRAL RAILROAD STATION AT SHARON, THENCE ABOUT 0.2 MILE
 MB0924'NORTHWEST ALONG STATE HIGHWAY 82, ABOUT 70 YARDS NORTHWEST OF THE
 MB0924'TOP OF GRADE, 81.5 FEET NORTHEAST OF AND ACROSS THE NORTHWEST
 MB0924'CORNER OF THE CONTI AND LOMBARDO GROCERY STORE, 19.5 FEET
 MB0924'NORTHWEST OF THE NORTHWEST END OF A DRAIN, 22 FEET NORTHEAST OF
 MB0924'THE CENTERLINE OF THE HIGHWAY.  IT IS 2 FEET SOUTHEAST OF A
 MB0924'WHITE WITNESS POST AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 MB0924'HIGHWAY.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND
 MB0924'ABOUT FLUSH WITH THE LEVEL OF THE GROUND.
 MB0924
 MB0924                          STATION RECOVERY (1991)
 MB0924
 MB0924'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 MB0924'RECOVERED IN GOOD CONDITION.
 MB0924
 MB0924                          STATION RECOVERY (2006)
 MB0924
 MB0924'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0878 ***********************************************************************
 MB0878  DESIGNATION -  F 153
 MB0878  PID         -  MB0878
 MB0878  STATE/COUNTY-  OH/TRUMBULL
 MB0878  USGS QUAD   -  GIRARD (1994)
 MB0878
 MB0878                         *CURRENT SURVEY CONTROL
 MB0878  ___________________________________________________________________
 MB0878* NAD 83(1986)-  41 10 07.     (N)    080 39 52.     (W)     SCALED    
 MB0878* NAVD 88     -       324.253  (meters)    1063.82   (feet)  ADJUSTED  
 MB0878  ___________________________________________________________________
 MB0878  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0878  DYNAMIC HT  -         324.106 (meters)    1063.34  (feet)  COMP
 MB0878  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 MB0878
 MB0878  VERT ORDER  -  SECOND    CLASS 0
 MB0878
 MB0878.The horizontal coordinates were scaled from a topographic map and have
 MB0878.an estimated accuracy of +/- 6 seconds.
 MB0878
 MB0878.The orthometric height was determined by differential leveling
 MB0878.and adjusted by the National Geodetic Survey in June 1991..
 MB0878
 MB0878.The geoid height was determined by GEOID03.
 MB0878
 MB0878.The dynamic height is computed by dividing the NAVD 88
 MB0878.geopotential number by the normal gravity value computed on the
 MB0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0878.degrees latitude (g = 980.6199 gals.).
 MB0878
 MB0878.The modeled gravity was interpolated from observed gravity values.
 MB0878
 MB0878;                    North         East    Units  Estimated Accuracy
 MB0878;SPC OH N     -   168,410.      754,020.      MT  (+/- 180 meters Scaled)
 MB0878
 MB0878                          SUPERSEDED SURVEY CONTROL
 MB0878
 MB0878  NGVD 29 (??/??/92)  324.42   (m)         1064.4    (f) COMPUTED    2 0
 MB0878
 MB0878.Superseded values are not recommended for survey control.
 MB0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0878.See file dsdata.txt to determine how the superseded data were derived.
 MB0878
 MB0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF281575(NAD 83)
 MB0878_MARKER: DB = BENCH MARK DISK
 MB0878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0878_SP_SET: CULVERT
 MB0878_STAMPING: F 153 1950
 MB0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0878
 MB0878  HISTORY     - Date     Condition        Report By
 MB0878  HISTORY     - 1950     MONUMENTED       CGS
 MB0878  HISTORY     - 19930924 MARK NOT FOUND   OHDT
 MB0878  HISTORY     - 20060303 MARK NOT FOUND   GEOCAC
 MB0878
 MB0878                          STATION DESCRIPTION
 MB0878
 MB0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0878'0.4 MI N FROM CHURCHILL.
 MB0878'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 90 FROM THE CEMETERY
 MB0878'AT CHURCHILL, IN THE TOP AND NORTH END OF A CONCRETE HEADWALL
 MB0878'OF A 3 FOOT TILE CULVERT TR -90-24, 18.5 FEET WEST OF THE CENTERLINE
 MB0878'OF STATE HIGHWAY 90.  A STANDARD DISK CEMENTED IN A DRILLED HOLE
 MB0878'AND ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY.
 MB0878
 MB0878                          STATION RECOVERY (1993)
 MB0878
 MB0878'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0878'--------REPORT BY ODOT-------YEAR 1993---------CONDITION NOT FOUND
 MB0878' 
 MB0878'S.H. 90 IS NOW S.R. 193 AND HAS BEEN WIDENED AND CULVERTS ARE NOW
 MB0878'CATCH BASINS.
 MB0878
 MB0878                          STATION RECOVERY (2006)
 MB0878
 MB0878'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0877 ***********************************************************************
 MB0877  DESIGNATION -  F 153 RESET
 MB0877  PID         -  MB0877
 MB0877  STATE/COUNTY-  OH/TRUMBULL
 MB0877  USGS QUAD   -  GIRARD (1994)
 MB0877
 MB0877                         *CURRENT SURVEY CONTROL
 MB0877  ___________________________________________________________________
 MB0877* NAD 83(1986)-  41 10 07.     (N)    080 39 52.     (W)     SCALED    
 MB0877* NAVD 88     -       313.30   (+/-2cm)    1027.9    (feet)  VERTCON   
 MB0877  ___________________________________________________________________
 MB0877  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0877
 MB0877  VERT ORDER  -  THIRD (See Below)
 MB0877
 MB0877.The horizontal coordinates were scaled from a topographic map and have
 MB0877.an estimated accuracy of +/- 6 seconds.
 MB0877
 MB0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB0877.The vertical order pertains to the NGVD 29 superseded value.
 MB0877
 MB0877.The geoid height was determined by GEOID03.
 MB0877
 MB0877;                    North         East    Units  Estimated Accuracy
 MB0877;SPC OH N     -   168,410.      754,020.      MT  (+/- 180 meters Scaled)
 MB0877
 MB0877                          SUPERSEDED SURVEY CONTROL
 MB0877
 MB0877  NGVD 29 (??/??/??)  313.48   (m)         1028.5    (f) RESET       3  
 MB0877
 MB0877.Superseded values are not recommended for survey control.
 MB0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0877.See file dsdata.txt to determine how the superseded data were derived.
 MB0877
 MB0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF281575(NAD 83)
 MB0877_MARKER: DB = BENCH MARK DISK
 MB0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0877_SP_SET: CULVERT
 MB0877_STAMPING: F 153 RESET 1954
 MB0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0877
 MB0877  HISTORY     - Date     Condition        Report By
 MB0877  HISTORY     - 1954     MONUMENTED       OHHD
 MB0877  HISTORY     - 1955     GOOD             NGS
 MB0877  HISTORY     - 19930924 MARK NOT FOUND   OHDT
 MB0877  HISTORY     - 20060303 MARK NOT FOUND   GEOCAC
 MB0877
 MB0877                          STATION DESCRIPTION
 MB0877
 MB0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MB0877'0.1 MI N FROM CHURCHILL.
 MB0877'0.1 MILE NORTH ALONG STATE HIGHWAY 90 FROM THE CEMETERY AT
 MB0877'CHURCHILL, AT CULVERT TR 90-21, IN THE TOP OF THE NORTH HEADWALL,
 MB0877'AND 65 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 MB0877'DISK, STAMPED F 153 RESET 1954.
 MB0877
 MB0877                          STATION RECOVERY (1993)
 MB0877
 MB0877'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0877'-------REPORT BY ODOT---------YEAR 1993---------CONDITION NOT FOUND
 MB0877' 
 MB0877'ROAD HAS BEEN WIDENED AND CULVERTS ARE NOW CATCH BASINS.
 MB0877
 MB0877                          STATION RECOVERY (2006)
 MB0877
 MB0877'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0943 ***********************************************************************
 MB0943  DESIGNATION -  F 154
 MB0943  PID         -  MB0943
 MB0943  STATE/COUNTY-  OH/MAHONING
 MB0943  USGS QUAD   -  CAMPBELL (1979)
 MB0943
 MB0943                         *CURRENT SURVEY CONTROL
 MB0943  ___________________________________________________________________
 MB0943* NAD 83(1986)-  41 06 36.     (N)    080 32 41.     (W)     SCALED    
 MB0943* NAVD 88     -       344.851  (meters)    1131.40   (feet)  ADJUSTED  
 MB0943  ___________________________________________________________________
 MB0943  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0943  DYNAMIC HT  -         344.692 (meters)    1130.88  (feet)  COMP
 MB0943  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 MB0943
 MB0943  VERT ORDER  -  SECOND    CLASS 0
 MB0943
 MB0943.The horizontal coordinates were scaled from a topographic map and have
 MB0943.an estimated accuracy of +/- 6 seconds.
 MB0943
 MB0943.The orthometric height was determined by differential leveling
 MB0943.and adjusted by the National Geodetic Survey in June 1991..
 MB0943
 MB0943.The geoid height was determined by GEOID03.
 MB0943
 MB0943.The dynamic height is computed by dividing the NAVD 88
 MB0943.geopotential number by the normal gravity value computed on the
 MB0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0943.degrees latitude (g = 980.6199 gals.).
 MB0943
 MB0943.The modeled gravity was interpolated from observed gravity values.
 MB0943
 MB0943;                    North         East    Units  Estimated Accuracy
 MB0943;SPC OH N     -   162,120.      764,210.      MT  (+/- 180 meters Scaled)
 MB0943
 MB0943                          SUPERSEDED SURVEY CONTROL
 MB0943
 MB0943  NGVD 29 (??/??/92)  345.020  (m)         1131.95   (f) ADJ UNCH    2 0
 MB0943
 MB0943.Superseded values are not recommended for survey control.
 MB0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0943.See file dsdata.txt to determine how the superseded data were derived.
 MB0943
 MB0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF382510(NAD 83)
 MB0943_MARKER: DB = BENCH MARK DISK
 MB0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0943_STAMPING: F 154 1950
 MB0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0943+STABILITY: SURFACE MOTION
 MB0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0943+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 MB0943
 MB0943  HISTORY     - Date     Condition        Report By
 MB0943  HISTORY     - 1950     MONUMENTED       CGS
 MB0943  HISTORY     - 20060220 GOOD             GEOCAC
 MB0943
 MB0943                          STATION DESCRIPTION
 MB0943
 MB0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0943'2.8 MI NE FROM COITSVILLE.
 MB0943'ABOUT 1.3 MILES EAST ALONG U.S. 422 FROM ITS INTERSECTION WITH
 MB0943'STATE HIGHWAY 616, THENCE ABOUT 1.5 MILES NORTH ALONG THE
 MB0943'LOWELLVILLE-HUBBARD ROAD, ABOUT 0.3 MILE NORTH-NORTHWEST OF
 MB0943'JOHNSON ROAD AT THE NORTHEAST CORNER OF A FENCE, 22 FEET
 MB0943'SOUTHWEST OF THE CENTERLINE OF THE LOWELLVILLE-HUBBARD ROAD,
 MB0943'17.5 FEET SOUTHEAST OF CORNER FENCE POST, 19.5 FEET SOUTH OF A
 MB0943'12 IN PIPE CULVERT UNDER THE DRIVEWAY LEADING WEST TO A FIELD.
 MB0943'IT IS ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.  A STANDARD DISK
 MB0943'SET IN THE TOP OF A CONCRETE POST AND PROJECTING 4 INCHES.
 MB0943
 MB0943                          STATION RECOVERY (2006)
 MB0943
 MB0943'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0840 ***********************************************************************
 MB0840  DESIGNATION -  F 155
 MB0840  PID         -  MB0840
 MB0840  STATE/COUNTY-  OH/TRUMBULL
 MB0840  USGS QUAD   -  WARREN (1994)
 MB0840
 MB0840                         *CURRENT SURVEY CONTROL
 MB0840  ___________________________________________________________________
 MB0840* NAD 83(1986)-  41 08 02.     (N)    080 46 06.     (W)     SCALED    
 MB0840* NAVD 88     -       300.752  (meters)     986.72   (feet)  ADJUSTED  
 MB0840  ___________________________________________________________________
 MB0840  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB0840  DYNAMIC HT  -         300.617 (meters)     986.27  (feet)  COMP
 MB0840  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 MB0840
 MB0840  VERT ORDER  -  SECOND    CLASS 0
 MB0840
 MB0840.The horizontal coordinates were scaled from a topographic map and have
 MB0840.an estimated accuracy of +/- 6 seconds.
 MB0840
 MB0840.The orthometric height was determined by differential leveling
 MB0840.and adjusted by the National Geodetic Survey in June 1991..
 MB0840
 MB0840.The geoid height was determined by GEOID03.
 MB0840
 MB0840.The dynamic height is computed by dividing the NAVD 88
 MB0840.geopotential number by the normal gravity value computed on the
 MB0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0840.degrees latitude (g = 980.6199 gals.).
 MB0840
 MB0840.The modeled gravity was interpolated from observed gravity values.
 MB0840
 MB0840;                    North         East    Units  Estimated Accuracy
 MB0840;SPC OH N     -   164,370.      745,380.      MT  (+/- 180 meters Scaled)
 MB0840
 MB0840                          SUPERSEDED SURVEY CONTROL
 MB0840
 MB0840  NGVD 29 (??/??/92)  300.934  (m)          987.31   (f) ADJ UNCH    2 0
 MB0840
 MB0840.Superseded values are not recommended for survey control.
 MB0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0840.See file dsdata.txt to determine how the superseded data were derived.
 MB0840
 MB0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF194536(NAD 83)
 MB0840_MARKER: DB = BENCH MARK DISK
 MB0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0840_STAMPING: F 155 1950
 MB0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0840+STABILITY: SURFACE MOTION
 MB0840
 MB0840  HISTORY     - Date     Condition        Report By
 MB0840  HISTORY     - 1950     MONUMENTED       CGS
 MB0840  HISTORY     - 19930525 MARK NOT FOUND   OHDT
 MB0840
 MB0840                          STATION DESCRIPTION
 MB0840
 MB0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0840'AT MINERAL RIDGE.
 MB0840'AT THE INTERSECTION OF MAHONING-TRUMBULL COUNTY LINE ROAD AND
 MB0840'STATE HIGHWAY 46.  IT IS 13.5 FEET NORTH OF THE CENTERLINE OF THE
 MB0840'COUNTY LINE ROAD, 73 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 MB0840'1.5 FEET SOUTHWEST OF POLE 23943.  IT IS 2 FEET SOUTH OF A WHITE
 MB0840'WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD
 MB0840'DISK SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE
 MB0840'SURFACE OF THE GROUND.
 MB0840
 MB0840                          STATION RECOVERY (1993)
 MB0840
 MB0840'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0966 ***********************************************************************
 MB0966  DESIGNATION -  F 156
 MB0966  PID         -  MB0966
 MB0966  STATE/COUNTY-  OH/MAHONING
 MB0966  USGS QUAD   -  CAMPBELL (1979)
 MB0966
 MB0966                         *CURRENT SURVEY CONTROL
 MB0966  ___________________________________________________________________
 MB0966* NAD 83(1986)-  41 06 33.     (N)    080 35 10.     (W)     SCALED    
 MB0966* NAVD 88     -       325.363  (meters)    1067.46   (feet)  ADJUSTED  
 MB0966  ___________________________________________________________________
 MB0966  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0966  DYNAMIC HT  -         325.213 (meters)    1066.97  (feet)  COMP
 MB0966  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 MB0966
 MB0966  VERT ORDER  -  SECOND    CLASS 0
 MB0966
 MB0966.The horizontal coordinates were scaled from a topographic map and have
 MB0966.an estimated accuracy of +/- 6 seconds.
 MB0966
 MB0966.The orthometric height was determined by differential leveling
 MB0966.and adjusted by the National Geodetic Survey in June 1991..
 MB0966
 MB0966.The geoid height was determined by GEOID03.
 MB0966
 MB0966.The dynamic height is computed by dividing the NAVD 88
 MB0966.geopotential number by the normal gravity value computed on the
 MB0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0966.degrees latitude (g = 980.6199 gals.).
 MB0966
 MB0966.The modeled gravity was interpolated from observed gravity values.
 MB0966
 MB0966;                    North         East    Units  Estimated Accuracy
 MB0966;SPC OH N     -   161,950.      760,740.      MT  (+/- 180 meters Scaled)
 MB0966
 MB0966                          SUPERSEDED SURVEY CONTROL
 MB0966
 MB0966  NGVD 29 (??/??/92)  325.538  (m)         1068.04   (f) ADJ UNCH    2 0
 MB0966
 MB0966.Superseded values are not recommended for survey control.
 MB0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0966.See file dsdata.txt to determine how the superseded data were derived.
 MB0966
 MB0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF347509(NAD 83)
 MB0966_MARKER: DB = BENCH MARK DISK
 MB0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0966_STAMPING: E 156 1950
 MB0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0966+STABILITY: SURFACE MOTION
 MB0966
 MB0966  HISTORY     - Date     Condition        Report By
 MB0966  HISTORY     - 1950     MONUMENTED       CGS
 MB0966  HISTORY     - 20060124 MARK NOT FOUND   GEOCAC
 MB0966
 MB0966                          STATION DESCRIPTION
 MB0966
 MB0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0966'2.4 MI NW FROM COITSVILLE.
 MB0966'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 422 FROM ITS INTERSECTION
 MB0966'WITH STATE HIGHWAY 616, THENCE ABOUT 1.4 MILES NORTH ALONG JACOBS
 MB0966'ROAD, AT THE ENTRANCE TO THE WATSON AIRPORT, 30 FEET EAST OF THE
 MB0966'CENTERLINE OF A NORTH-SOUTH ROAD, 17 FEET SOUTH-SOUTHEAST OF
 MB0966'THE CENTERLINE OF A DRIVEWAY LEADING TO A FIELD, 11 FEET SOUTHEAST
 MB0966'OF THE EAST END OF A BRICK HEADWALL OF A CULVERT OF A DRIVEWAY.
 MB0966'IT IS 2 FEET NORTH OF A WHITE WITNESS POST AND ABOUT 1 FOOT
 MB0966'ABOVE THE LEVEL OF THE STREET.  A STANDARD DISK SET IN THE TOP
 MB0966'OF A CONCRETE POST AND ABOUT LEVEL WITH THE DRIVEWAY.  IT
 MB0966'PROJECTS 2 INCHES.
 MB0966
 MB0966                          STATION RECOVERY (2006)
 MB0966
 MB0966'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0966'THE WATSON AIRPORT AND ITS ENTRANCE ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0590 ***********************************************************************
 MB0590  DESIGNATION -  F 157
 MB0590  PID         -  MB0590
 MB0590  STATE/COUNTY-  OH/MAHONING
 MB0590  USGS QUAD   -  LAKE MILTON (1979)
 MB0590
 MB0590                         *CURRENT SURVEY CONTROL
 MB0590  ___________________________________________________________________
 MB0590* NAD 83(1986)-  41 02 04.     (N)    080 54 20.     (W)     SCALED    
 MB0590* NAVD 88     -       348.327  (meters)    1142.80   (feet)  ADJUSTED  
 MB0590  ___________________________________________________________________
 MB0590  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB0590  DYNAMIC HT  -         348.167 (meters)    1142.28  (feet)  COMP
 MB0590  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 MB0590
 MB0590  VERT ORDER  -  FIRST     CLASS II
 MB0590
 MB0590.The horizontal coordinates were scaled from a topographic map and have
 MB0590.an estimated accuracy of +/- 6 seconds.
 MB0590
 MB0590.The orthometric height was determined by differential leveling
 MB0590.and adjusted by the National Geodetic Survey in June 1991..
 MB0590
 MB0590.The geoid height was determined by GEOID03.
 MB0590
 MB0590.The dynamic height is computed by dividing the NAVD 88
 MB0590.geopotential number by the normal gravity value computed on the
 MB0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0590.degrees latitude (g = 980.6199 gals.).
 MB0590
 MB0590.The modeled gravity was interpolated from observed gravity values.
 MB0590
 MB0590;                    North         East    Units  Estimated Accuracy
 MB0590;SPC OH N     -   153,110.      734,060.      MT  (+/- 180 meters Scaled)
 MB0590
 MB0590                          SUPERSEDED SURVEY CONTROL
 MB0590
 MB0590  NGVD 29 (??/??/92)  348.493  (m)         1143.35   (f) ADJ UNCH    1 2
 MB0590
 MB0590.Superseded values are not recommended for survey control.
 MB0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0590.See file dsdata.txt to determine how the superseded data were derived.
 MB0590
 MB0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF079425(NAD 83)
 MB0590_MARKER: DB = BENCH MARK DISK
 MB0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0590_STAMPING: F 157 1950
 MB0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0590+STABILITY: SURFACE MOTION
 MB0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0590+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 MB0590
 MB0590  HISTORY     - Date     Condition        Report By
 MB0590  HISTORY     - 1950     MONUMENTED       CGS
 MB0590  HISTORY     - 20060914 GOOD             GEOCAC
 MB0590
 MB0590                          STATION DESCRIPTION
 MB0590
 MB0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0590'2.6 MI NE FROM BERLIN CENTER.
 MB0590'ABOUT 2.6 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MB0590'ITS STATION AT BERLIN CENTER, AT THE CROSSING OF THE GOSHEN
 MB0590'CENTER-DUCK CREEK ROAD.  IT IS 13.5 FEET NORTH OF THE NORTH
 MB0590'RAIL, 28.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 12 FEET
 MB0590'SOUTHEAST OF THE SOUTHEAST END OF A 2 FOOT CONCRETE CULVERT
 MB0590'UNDER THE ROAD, 3 FEET WEST OF A WHITE WITNESS POST AND ABOUT
 MB0590'1 FOOT BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK SET IN THE
 MB0590'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MB0590
 MB0590                          STATION RECOVERY (2006)
 MB0590
 MB0590'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0590'ADD TO DESCRIPTION, IT IS 0.75 FEET WEST OF AN ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0538 ***********************************************************************
 MB0538  DESIGNATION -  F 158
 MB0538  PID         -  MB0538
 MB0538  STATE/COUNTY-  OH/MAHONING
 MB0538  USGS QUAD   -  CAMPBELL (1979)
 MB0538
 MB0538                         *CURRENT SURVEY CONTROL
 MB0538  ___________________________________________________________________
 MB0538* NAD 83(1986)-  41 04 40.     (N)    080 36 26.     (W)     SCALED    
 MB0538* NAVD 88     -       257.993  (meters)     846.43   (feet)  ADJUSTED  
 MB0538  ___________________________________________________________________
 MB0538  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 MB0538  DYNAMIC HT  -         257.873 (meters)     846.04  (feet)  COMP
 MB0538  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 MB0538
 MB0538  VERT ORDER  -  FIRST     CLASS II
 MB0538
 MB0538.The horizontal coordinates were scaled from a topographic map and have
 MB0538.an estimated accuracy of +/- 6 seconds.
 MB0538
 MB0538.The orthometric height was determined by differential leveling
 MB0538.and adjusted by the National Geodetic Survey in June 1991..
 MB0538
 MB0538.The geoid height was determined by GEOID03.
 MB0538
 MB0538.The dynamic height is computed by dividing the NAVD 88
 MB0538.geopotential number by the normal gravity value computed on the
 MB0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0538.degrees latitude (g = 980.6199 gals.).
 MB0538
 MB0538.The modeled gravity was interpolated from observed gravity values.
 MB0538
 MB0538;                    North         East    Units  Estimated Accuracy
 MB0538;SPC OH N     -   158,420.      759,040.      MT  (+/- 180 meters Scaled)
 MB0538
 MB0538                          SUPERSEDED SURVEY CONTROL
 MB0538
 MB0538  NGVD 29 (??/??/92)  258.167  (m)          847.00   (f) ADJ UNCH    1 2
 MB0538
 MB0538.Superseded values are not recommended for survey control.
 MB0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0538.See file dsdata.txt to determine how the superseded data were derived.
 MB0538
 MB0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF329474(NAD 83)
 MB0538_MARKER: DB = BENCH MARK DISK
 MB0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0538_STAMPING: F 158 1950
 MB0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0538+STABILITY: SURFACE MOTION
 MB0538
 MB0538  HISTORY     - Date     Condition        Report By
 MB0538  HISTORY     - 1950     MONUMENTED       CGS
 MB0538
 MB0538                          STATION DESCRIPTION
 MB0538
 MB0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0538'AT CAMPBELL.
 MB0538'ABOUT 0.7 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0538'FROM THE CENTER STREET BRIDGE AT YOUNGSTOWN NEAR THE HARRIS
 MB0538'FABRICATING PLANT AND AT MILE-POST 73.  IT IS 17.3 FEET NORTHEAST
 MB0538'OF THE NORTHEAST RAIL, 4.7 FEET EAST OF MILEPOST 73, 2.5 FEET
 MB0538'NORTH OF A WHITE WITNESS POST AND ABOUT LEVEL WITH THE TRACK.
 MB0538'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 MB0538'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1056 ***********************************************************************
 KY1056  DESIGNATION -  F 159
 KY1056  PID         -  KY1056
 KY1056  STATE/COUNTY-  OH/MAHONING
 KY1056  USGS QUAD   -  DAMASCUS (1994)
 KY1056
 KY1056                         *CURRENT SURVEY CONTROL
 KY1056  ___________________________________________________________________
 KY1056* NAD 83(1986)-  40 54 56.     (N)    080 56 05.     (W)     SCALED    
 KY1056* NAVD 88     -       384.486  (meters)    1261.43   (feet)  POSTED    
 KY1056  ___________________________________________________________________
 KY1056  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY1056  DYNAMIC HT  -         384.300 (meters)    1260.82  (feet)  COMP
 KY1056  MODELED GRAV-     980,136.6   (mgal)                       NAVD 88
 KY1056
 KY1056  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KY1056
 KY1056.The horizontal coordinates were scaled from a topographic map and have
 KY1056.an estimated accuracy of +/- 6 seconds.
 KY1056
 KY1056.The orthometric height was determined by differential leveling
 KY1056.and adjusted by the National Geodetic Survey in 1992..
 KY1056.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KY1056.rate greater than 8.0 mm/km.
 KY1056
 KY1056.The geoid height was determined by GEOID03.
 KY1056
 KY1056.The dynamic height is computed by dividing the NAVD 88
 KY1056.geopotential number by the normal gravity value computed on the
 KY1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1056.degrees latitude (g = 980.6199 gals.).
 KY1056
 KY1056.The modeled gravity was interpolated from observed gravity values.
 KY1056
 KY1056;                    North         East    Units  Estimated Accuracy
 KY1056;SPC OH N     -   139,870.      731,850.      MT  (+/- 180 meters Scaled)
 KY1056
 KY1056                          SUPERSEDED SURVEY CONTROL
 KY1056
 KY1056  NGVD 29 (??/??/92)  384.643  (m)         1261.95   (f) ADJ UNCH    1 2
 KY1056
 KY1056.Superseded values are not recommended for survey control.
 KY1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1056.See file dsdata.txt to determine how the superseded data were derived.
 KY1056
 KY1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF054293(NAD 83)
 KY1056_MARKER: DB = BENCH MARK DISK
 KY1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1056_STAMPING: F 159 1950
 KY1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1056+STABILITY: SURFACE MOTION
 KY1056
 KY1056  HISTORY     - Date     Condition        Report By
 KY1056  HISTORY     - 1950     MONUMENTED       CGS
 KY1056  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY1056
 KY1056                          STATION DESCRIPTION
 KY1056
 KY1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY1056'1.8 MI SE FROM GARFIELD.
 KY1056'ABOUT 1.1 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1056'STATE HIGHWAY 534 OVERPASS AT GARFIELD, THENCE ABOUT 0.7 MILE SOUTH
 KY1056'ALONG SEACRIST ROAD, AT THE INTERSECTION OF SEACRIST ROAD
 KY1056'AND THE GARFIELD-PETERSBURG ROAD.  IT IS 16 FEET EAST OF THE
 KY1056'CENTERLINE OF SEACRIST ROAD, 37.5 FEET SOUTH OF THE CENTERLINE
 KY1056'OF THE GARFIELD-PETERSBURG ROAD, 2.5 FEET EAST OF A WHITE
 KY1056'WITNESS POST AND ABOUT LEVEL WITH THE ROADS.  A STANDARD DISK
 KY1056'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KY1056
 KY1056                          STATION RECOVERY (1966)
 KY1056
 KY1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KY1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0050 ***********************************************************************
 MD0050  DESIGNATION -  F 16
 MD0050  PID         -  MD0050
 MD0050  STATE/COUNTY-  OH/FULTON
 MD0050  USGS QUAD   -  WAUSEON (1977)
 MD0050
 MD0050                         *CURRENT SURVEY CONTROL
 MD0050  ___________________________________________________________________
 MD0050* NAD 83(1986)-  41 35 13.     (N)    084 09 14.     (W)     SCALED    
 MD0050* NAVD 88     -       240.108  (meters)     787.75   (feet)  ADJUSTED  
 MD0050  ___________________________________________________________________
 MD0050  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 MD0050  DYNAMIC HT  -         240.013 (meters)     787.44  (feet)  COMP
 MD0050  MODELED GRAV-     980,220.5   (mgal)                       NAVD 88
 MD0050
 MD0050  VERT ORDER  -  SECOND    CLASS 0
 MD0050
 MD0050.The horizontal coordinates were scaled from a topographic map and have
 MD0050.an estimated accuracy of +/- 6 seconds.
 MD0050
 MD0050.The orthometric height was determined by differential leveling
 MD0050.and adjusted by the National Geodetic Survey in June 1991..
 MD0050
 MD0050.The geoid height was determined by GEOID03.
 MD0050
 MD0050.The dynamic height is computed by dividing the NAVD 88
 MD0050.geopotential number by the normal gravity value computed on the
 MD0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0050.degrees latitude (g = 980.6199 gals.).
 MD0050
 MD0050.The modeled gravity was interpolated from observed gravity values.
 MD0050
 MD0050;                    North         East    Units  Estimated Accuracy
 MD0050;SPC OH N     -   214,550.      462,100.      MT  (+/- 180 meters Scaled)
 MD0050
 MD0050                          SUPERSEDED SURVEY CONTROL
 MD0050
 MD0050  NGVD 29 (??/??/92)  240.286  (m)          788.34   (f) ADJ UNCH    2 0
 MD0050
 MD0050.Superseded values are not recommended for survey control.
 MD0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0050.See file dsdata.txt to determine how the superseded data were derived.
 MD0050
 MD0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM372078(NAD 83)
 MD0050_MARKER: DB = BENCH MARK DISK
 MD0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0050_STAMPING: F 16 1934
 MD0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0050+STABILITY: SURFACE MOTION
 MD0050
 MD0050  HISTORY     - Date     Condition        Report By
 MD0050  HISTORY     - 1934     MONUMENTED       CGS
 MD0050  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MD0050  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MD0050
 MD0050                          STATION DESCRIPTION
 MD0050
 MD0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0050'AT WAUSEON.
 MD0050'2.7 MILES NORTH ALONG THE DETROIT, TOLEDO AND IRONTON RAILROAD
 MD0050'FROM THE STATION AT WAUSEON, FULTON COUNTY, ABOUT 78 YARDS SOUTH
 MD0050'OF THE CENTERLINE OF A GRAVEL ROAD, ABOUT 55 YARDS SOUTH OF
 MD0050'POLE 20/20, 12 FEET EAST OF THE EAST RAIL, 20 FEET WEST OF A
 MD0050'WIRE FENCE, AND ABOUT 1.5 FEET LOWER THAN THE TOP OF THE RAIL.
 MD0050'A STANDARD DISK, STAMPED F 16 1934 AND SET IN THE TOP OF A
 MD0050'CONCRETE POST.
 MD0050
 MD0050                          STATION RECOVERY (1985)
 MD0050
 MD0050'RECOVERY NOTE BY US POWER SQUADRON 1985 (CS)
 MD0050'MARK NOT FOUND.
 MD0050
 MD0050                          STATION RECOVERY (1985)
 MD0050
 MD0050'RECOVERY NOTE BY US POWER SQUADRON 1985
 MD0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1011 ***********************************************************************
 KY1011  DESIGNATION -  F 160
 KY1011  PID         -  KY1011
 KY1011  STATE/COUNTY-  OH/COLUMBIANA
 KY1011  USGS QUAD   -  EAST PALESTINE (1994)
 KY1011
 KY1011                         *CURRENT SURVEY CONTROL
 KY1011  ___________________________________________________________________
 KY1011* NAD 83(1986)-  40 50 13.     (N)    080 33 36.     (W)     SCALED    
 KY1011* NAVD 88     -       314.525  (meters)    1031.90   (feet)  ADJUSTED  
 KY1011  ___________________________________________________________________
 KY1011  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KY1011  DYNAMIC HT  -         314.368 (meters)    1031.39  (feet)  COMP
 KY1011  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 KY1011
 KY1011  VERT ORDER  -  FIRST     CLASS I
 KY1011
 KY1011.The horizontal coordinates were scaled from a topographic map and have
 KY1011.an estimated accuracy of +/- 6 seconds.
 KY1011
 KY1011.The orthometric height was determined by differential leveling
 KY1011.and adjusted by the National Geodetic Survey in June 1991..
 KY1011.WARNING-Repeat measurements at this control monument indicate possible
 KY1011.vertical movement.
 KY1011
 KY1011.The geoid height was determined by GEOID03.
 KY1011
 KY1011.The dynamic height is computed by dividing the NAVD 88
 KY1011.geopotential number by the normal gravity value computed on the
 KY1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1011.degrees latitude (g = 980.6199 gals.).
 KY1011
 KY1011.The modeled gravity was interpolated from observed gravity values.
 KY1011
 KY1011;                    North         East    Units  Estimated Accuracy
 KY1011;SPC OH N     -   131,770.      763,600.      MT  (+/- 180 meters Scaled)
 KY1011
 KY1011                          SUPERSEDED SURVEY CONTROL
 KY1011
 KY1011  NGVD 29 (??/??/92)  314.659  (m)         1032.34   (f) ADJ UNCH    1 1
 KY1011
 KY1011.Superseded values are not recommended for survey control.
 KY1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1011.See file dsdata.txt to determine how the superseded data were derived.
 KY1011
 KY1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF370207(NAD 83)
 KY1011_MARKER: DB = BENCH MARK DISK
 KY1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1011_SP_SET: BRIDGE
 KY1011_STAMPING: F 160 1950
 KY1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1011
 KY1011  HISTORY     - Date     Condition        Report By
 KY1011  HISTORY     - 1950     MONUMENTED       CGS
 KY1011  HISTORY     - 1966     GOOD             NGS
 KY1011
 KY1011                          STATION DESCRIPTION
 KY1011
 KY1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1011'1.1 MI W FROM EAST PALESTINE.
 KY1011'ABOUT 1.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1011'AT EAST PALESTINE, ABOUT 20 YARDS SOUTH AND ACROSS TRACKS FROM
 KY1011'MILEPOST P 51, 84 FEET WEST OF THE SOUTHWEST CORNER OF THE
 KY1011'MAIN STREET OVERPASS, SET ON THE TOP OF THE WEST END OF THE
 KY1011'SOUTH STONE HEAD WALL OF BRIDGE OVER LESLIE RUN, 18.5 FEET SOUTH OF
 KY1011'THE SOUTH RAIL OF THE SOUTH ONE OF TWO TRACKS, 0.8 FOOT EAST OF
 KY1011'THE WEST END OF THE HEAD WALL AND ABOUT 7 FEET BELOW THE LEVEL
 KY1011'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1033 ***********************************************************************
 MB1033  DESIGNATION -  F 161
 MB1033  PID         -  MB1033
 MB1033  STATE/COUNTY-  OH/ASHTABULA
 MB1033  USGS QUAD   -  WINDSOR (1994)
 MB1033
 MB1033                         *CURRENT SURVEY CONTROL
 MB1033  ___________________________________________________________________
 MB1033* NAD 83(1986)-  41 32 07.     (N)    080 52 46.     (W)     SCALED    
 MB1033* NAVD 88     -       259.007  (meters)     849.76   (feet)  ADJUSTED  
 MB1033  ___________________________________________________________________
 MB1033  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 MB1033  DYNAMIC HT  -         258.906 (meters)     849.43  (feet)  COMP
 MB1033  MODELED GRAV-     980,223.8   (mgal)                       NAVD 88
 MB1033
 MB1033  VERT ORDER  -  SECOND    CLASS 0
 MB1033
 MB1033.The horizontal coordinates were scaled from a topographic map and have
 MB1033.an estimated accuracy of +/- 6 seconds.
 MB1033
 MB1033.The orthometric height was determined by differential leveling
 MB1033.and adjusted by the National Geodetic Survey in June 1991..
 MB1033
 MB1033.The geoid height was determined by GEOID03.
 MB1033
 MB1033.The dynamic height is computed by dividing the NAVD 88
 MB1033.geopotential number by the normal gravity value computed on the
 MB1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1033.degrees latitude (g = 980.6199 gals.).
 MB1033
 MB1033.The modeled gravity was interpolated from observed gravity values.
 MB1033
 MB1033;                    North         East    Units  Estimated Accuracy
 MB1033;SPC OH N     -   208,760.      735,230.      MT  (+/- 180 meters Scaled)
 MB1033
 MB1033                          SUPERSEDED SURVEY CONTROL
 MB1033
 MB1033  NGVD 29 (??/??/92)  259.19   (m)          850.4    (f) COMPUTED    2 0
 MB1033
 MB1033.Superseded values are not recommended for survey control.
 MB1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1033.See file dsdata.txt to determine how the superseded data were derived.
 MB1033
 MB1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF100981(NAD 83)
 MB1033_MARKER: DB = BENCH MARK DISK
 MB1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1033_STAMPING: F 161 1950
 MB1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1033+STABILITY: SURFACE MOTION
 MB1033
 MB1033  HISTORY     - Date     Condition        Report By
 MB1033  HISTORY     - 1950     MONUMENTED       CGS
 MB1033  HISTORY     - 19931005 MARK NOT FOUND   OHDT
 MB1033  HISTORY     - 19960901 MARK NOT FOUND   USPSQD
 MB1033
 MB1033                          STATION DESCRIPTION
 MB1033
 MB1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB1033'0.6 MI W FROM ORWELL.
 MB1033'ABOUT 0.6 MILE WEST ALONG U.S. HIGHWAY 322 FROM ITS INTERSECTION
 MB1033'WITH STATE HIGHWAY 45 AT ORWELL, NEAR THE NORTHWEST CORNER OF
 MB1033'A FARM YARD.  IT IS 21 FEET SOUTH OF THE CENTERLINE OF THE
 MB1033'HIGHWAY, 24 FEET WEST OF THE CENTERLINE OF A DRIVEWAY LEADING
 MB1033'EAST TO THE FARM PLACE, 87 FEET EAST OF A POWER LINE POLE, 3.5
 MB1033'FEET SOUTHWEST OF A WHITE WITNESS POST AND 1.5 FEET HIGHER THAN
 MB1033'THE HIGHWAY.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 MB1033'PROJECTING 3 INCHES.
 MB1033
 MB1033                          STATION RECOVERY (1993)
 MB1033
 MB1033'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1033'MARK NOT FOUND.
 MB1033
 MB1033                          STATION RECOVERY (1996)
 MB1033
 MB1033'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0658 ***********************************************************************
 MB0658  DESIGNATION -  F 163
 MB0658  PID         -  MB0658
 MB0658  STATE/COUNTY-  OH/TRUMBULL
 MB0658  USGS QUAD   -  SOUTHINGTON (1994)
 MB0658
 MB0658                         *CURRENT SURVEY CONTROL
 MB0658  ___________________________________________________________________
 MB0658* NAD 83(1986)-  41 20 22.     (N)    080 57 29.     (W)     SCALED    
 MB0658* NAVD 88     -       257.795  (meters)     845.78   (feet)  ADJUSTED  
 MB0658  ___________________________________________________________________
 MB0658  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB0658  DYNAMIC HT  -         257.686 (meters)     845.42  (feet)  COMP
 MB0658  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 MB0658
 MB0658  VERT ORDER  -  SECOND    CLASS 0
 MB0658
 MB0658.The horizontal coordinates were scaled from a topographic map and have
 MB0658.an estimated accuracy of +/- 6 seconds.
 MB0658
 MB0658.The orthometric height was determined by differential leveling
 MB0658.and adjusted by the National Geodetic Survey in June 1991..
 MB0658
 MB0658.The geoid height was determined by GEOID03.
 MB0658
 MB0658.The dynamic height is computed by dividing the NAVD 88
 MB0658.geopotential number by the normal gravity value computed on the
 MB0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0658.degrees latitude (g = 980.6199 gals.).
 MB0658
 MB0658.The modeled gravity was interpolated from observed gravity values.
 MB0658
 MB0658;                    North         East    Units  Estimated Accuracy
 MB0658;SPC OH N     -   186,900.      729,050.      MT  (+/- 180 meters Scaled)
 MB0658
 MB0658                          SUPERSEDED SURVEY CONTROL
 MB0658
 MB0658  NGVD 29 (??/??/92)  257.969  (m)          846.35   (f) ADJ UNCH    2 0
 MB0658
 MB0658.Superseded values are not recommended for survey control.
 MB0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0658.See file dsdata.txt to determine how the superseded data were derived.
 MB0658
 MB0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF035764(NAD 83)
 MB0658_MARKER: DB = BENCH MARK DISK
 MB0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0658_STAMPING: F 163 1950
 MB0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0658+STABILITY: SURFACE MOTION
 MB0658
 MB0658  HISTORY     - Date     Condition        Report By
 MB0658  HISTORY     - 1950     MONUMENTED       CGS
 MB0658  HISTORY     - 19890101 MARK NOT FOUND   OHDT
 MB0658  HISTORY     - 19970920 MARK NOT FOUND   USPSQD
 MB0658
 MB0658                          STATION DESCRIPTION
 MB0658
 MB0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0658'3.6 MI S FROM FARMINGTON.
 MB0658'ABOUT 3.6 MILES SOUTH ALONG STATE ROUTE 534 FROM ITS INTERSECTION
 MB0658'WITH STATE ROUTE 88 AND AT A POINT WHERE THE HIGHWAY MAKES A
 MB0658'SHORT JOG EAST AND WEST.  IT IS AT THE WEST END OF THE JOG, 36.5
 MB0658'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.4 FEET SOUTHWEST
 MB0658'OF A POLE, 3 FEET SOUTHWEST OF A WITNESS POST AND 1 FOOT ABOVE
 MB0658'THE HIGHWAY ELEVATION.  A STANDARD DISK SET IN THE TOP OF A
 MB0658'CONCRETE POST FLUSH WITH THE SURFACE.  NOTE-- TO REACH THE
 MB0658'STATION FROM THE INTERSECTION OF STATE ROUTE 534 AND STATE
 MB0658'ROUTE 305 GO NORTH FOR 2.2 MILES TO THE MARK AS DESCRIBED.
 MB0658
 MB0658                          STATION RECOVERY (1989)
 MB0658
 MB0658'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 MB0658'------ REPORT BY ODOT ---------1989--------- CONDITION - UNKNOWN ----
 MB0658'NOTE*UNABLE TO RECOVER DISK BELIEVED TO BE DESTROYED DUE TO A GAS LINE
 MB0658'THAT WAS PUT IN THAT LOCATION.
 MB0658
 MB0658                          STATION RECOVERY (1997)
 MB0658
 MB0658'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0218 ***********************************************************************
 LA0218  DESIGNATION -  F 164
 LA0218  PID         -  LA0218
 LA0218  STATE/COUNTY-  OH/MIAMI
 LA0218  USGS QUAD   -  TROY (1984)
 LA0218
 LA0218                         *CURRENT SURVEY CONTROL
 LA0218  ___________________________________________________________________
 LA0218* NAD 83(1986)-  40 01 43.     (N)    084 12 04.     (W)     SCALED    
 LA0218* NAVD 88     -       254.065  (meters)     833.54   (feet)  ADJUSTED  
 LA0218  ___________________________________________________________________
 LA0218  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LA0218  DYNAMIC HT  -         253.932 (meters)     833.11  (feet)  COMP
 LA0218  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 LA0218
 LA0218  VERT ORDER  -  FIRST     CLASS II
 LA0218
 LA0218.The horizontal coordinates were scaled from a topographic map and have
 LA0218.an estimated accuracy of +/- 6 seconds.
 LA0218
 LA0218.The orthometric height was determined by differential leveling
 LA0218.and adjusted by the National Geodetic Survey in June 1991..
 LA0218
 LA0218.The geoid height was determined by GEOID03.
 LA0218
 LA0218.The dynamic height is computed by dividing the NAVD 88
 LA0218.geopotential number by the normal gravity value computed on the
 LA0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0218.degrees latitude (g = 980.6199 gals.).
 LA0218
 LA0218.The modeled gravity was interpolated from observed gravity values.
 LA0218
 LA0218;                    North         East    Units  Estimated Accuracy
 LA0218;SPC OH S     -   226,580.      454,810.      MT  (+/- 180 meters Scaled)
 LA0218
 LA0218                          SUPERSEDED SURVEY CONTROL
 LA0218
 LA0218  NGVD 29 (??/??/92)  254.250  (m)          834.15   (f) ADJ UNCH    1 2
 LA0218
 LA0218.Superseded values are not recommended for survey control.
 LA0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0218.See file dsdata.txt to determine how the superseded data were derived.
 LA0218
 LA0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK388346(NAD 83)
 LA0218_MARKER: DB = BENCH MARK DISK
 LA0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0218_STAMPING: F 164 1954
 LA0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0218+STABILITY: SURFACE MOTION
 LA0218
 LA0218  HISTORY     - Date     Condition        Report By
 LA0218  HISTORY     - 1954     MONUMENTED       CGS
 LA0218  HISTORY     - 19930621 MARK NOT FOUND   NGS
 LA0218
 LA0218                          STATION DESCRIPTION
 LA0218
 LA0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0218'AT TROY.
 LA0218'AT TROY, ABOUT 0.25 MILE SOUTH ALONG THE BALTIMORE AND OHIO
 LA0218'RAILROAD FROM THE STATION AT TROY, AT THE CROSSING OF UNION
 LA0218'STREET NORTH-SOUTH, 17 FEET WEST OF CENTER LINE OF UNION STREET,
 LA0218'11 1/2 FEET EAST OF EAST RAIL OF EAST TRACK, 25 FEET EAST OF
 LA0218'EAST RAIL OF MAIN TRACK, 1 1/2 FEET WEST OF MILE POST
 LA0218'C 79 - T 123, 7 1/2 FEET NORTH OF CROSSING SIGN, 19.8 FEET NORTH
 LA0218'OF TELEPHONE POLE 78/40, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND
 LA0218'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LA0218
 LA0218                          STATION RECOVERY (1993)
 LA0218
 LA0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0190 ***********************************************************************
 LA0190  DESIGNATION -  F 165
 LA0190  PID         -  LA0190
 LA0190  STATE/COUNTY-  OH/MIAMI
 LA0190  USGS QUAD   -  PIQUA EAST (1984)
 LA0190
 LA0190                         *CURRENT SURVEY CONTROL
 LA0190  ___________________________________________________________________
 LA0190* NAD 83(1986)-  40 09 59.     (N)    084 13 20.     (W)     SCALED    
 LA0190* NAVD 88     -       282.848  (meters)     927.98   (feet)  ADJUSTED  
 LA0190  ___________________________________________________________________
 LA0190  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LA0190  DYNAMIC HT  -         282.707 (meters)     927.51  (feet)  COMP
 LA0190  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 LA0190
 LA0190  VERT ORDER  -  FIRST     CLASS II
 LA0190
 LA0190.The horizontal coordinates were scaled from a topographic map and have
 LA0190.an estimated accuracy of +/- 6 seconds.
 LA0190
 LA0190.The orthometric height was determined by differential leveling
 LA0190.and adjusted by the National Geodetic Survey in June 1991..
 LA0190
 LA0190.The geoid height was determined by GEOID03.
 LA0190
 LA0190.The dynamic height is computed by dividing the NAVD 88
 LA0190.geopotential number by the normal gravity value computed on the
 LA0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0190.degrees latitude (g = 980.6199 gals.).
 LA0190
 LA0190.The modeled gravity was interpolated from observed gravity values.
 LA0190
 LA0190;                    North         East    Units  Estimated Accuracy
 LA0190;SPC OH S     -   241,910.      453,300.      MT  (+/- 180 meters Scaled)
 LA0190
 LA0190                          SUPERSEDED SURVEY CONTROL
 LA0190
 LA0190  NGVD 29 (??/??/92)  283.038  (m)          928.60   (f) ADJ UNCH    1 2
 LA0190
 LA0190.Superseded values are not recommended for survey control.
 LA0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0190.See file dsdata.txt to determine how the superseded data were derived.
 LA0190
 LA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK365499(NAD 83)
 LA0190_MARKER: DB = BENCH MARK DISK
 LA0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0190_SP_SET: CONCRETE POST
 LA0190_STAMPING: F 165 1954
 LA0190_MARK LOGO: CGS   
 LA0190_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0190+STABILITY: SURFACE MOTION
 LA0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0190+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 LA0190
 LA0190  HISTORY     - Date     Condition        Report By
 LA0190  HISTORY     - 1954     MONUMENTED       CGS
 LA0190  HISTORY     - 1979     GOOD             DOD
 LA0190  HISTORY     - 19930622 GOOD             NGS
 LA0190
 LA0190                          STATION DESCRIPTION
 LA0190
 LA0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0190'1.4 MI N FROM PIQUA.
 LA0190'ABOUT 1.45 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0190'THE STATION AT PIQUA, AT THE CROSSING OF U.S. HIGHWAY 25, 46
 LA0190'FEET WEST OF WEST RAIL, 229 FEET NORTH OF CENTER OF CROSSING
 LA0190'OF HIGHWAY, 100 FEET NORTHWEST AND ACROSS TRACK FROM TELEPHONE
 LA0190'POLE 88/34, 128 FEET WEST AND ACROSS TRACK FROM THE SOUTHWEST
 LA0190'CORNER OF BUILDING OF MIAMI INDUSTRIES, INC AND IN LINE WITH THE
 LA0190'EXTENDED CORNER OF BUILDING, 36 FEET SOUTHWEST OF POWER POLE
 LA0190'NO. 69059, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0190'LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0190'2 INCHES.
 LA0190
 LA0190                          STATION RECOVERY (1979)
 LA0190
 LA0190'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 LA0190'RECOVERED IN GOOD CONDITION.
 LA0190
 LA0190                          STATION RECOVERY (1993)
 LA0190
 LA0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0190'17.2 KM (10.70 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA0190'JUNCTION OF STATE HIGHWAY 29 IN SIDNEY (EXIT 93), THENCE 0.1 KM (0.05
 LA0190'MI) EASTERLY ALONG THE PIQUA-SIDNEY ROAD, 62.2 M (204.1 FT) NORTHEAST
 LA0190'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 13.9 M (45.6
 LA0190'FT) NORTHWEST OF THE NEAR RAIL OF THE CHESSIE SYSTEM RAILROAD, 10.6 M
 LA0190'(34.8 FT) EAST OF THE EAST CORNER OF A CHAIN-LINK FENCE ENCLOSING THE
 LA0190'CHALLENGER SUB-STATION, 10.2 M (33.5 FT) SOUTHWEST OF A WITNESS POST
 LA0190'AND UTILITY POLE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK, AND
 LA0190'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 LA0190'NOTE--THE MONUMENT LEANS SLIGHTLY TO THE SOUTH, BUT IS SOLID IN
 LA0190'PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0147 ***********************************************************************
 LA0147  DESIGNATION -  F 166
 LA0147  PID         -  LA0147
 LA0147  STATE/COUNTY-  OH/SHELBY
 LA0147  USGS QUAD   -  BOTKINS (1984)
 LA0147
 LA0147                         *CURRENT SURVEY CONTROL
 LA0147  ___________________________________________________________________
 LA0147* NAD 83(1986)-  40 26 20.     (N)    084 10 58.     (W)     SCALED    
 LA0147* NAVD 88     -       301.950  (meters)     990.65   (feet)  ADJUSTED  
 LA0147  ___________________________________________________________________
 LA0147  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0147  DYNAMIC HT  -         301.801 (meters)     990.16  (feet)  COMP
 LA0147  MODELED GRAV-     980,124.1   (mgal)                       NAVD 88
 LA0147
 LA0147  VERT ORDER  -  FIRST     CLASS II
 LA0147
 LA0147.The horizontal coordinates were scaled from a topographic map and have
 LA0147.an estimated accuracy of +/- 6 seconds.
 LA0147
 LA0147.The orthometric height was determined by differential leveling
 LA0147.and adjusted by the National Geodetic Survey in June 1991..
 LA0147
 LA0147.The geoid height was determined by GEOID03.
 LA0147
 LA0147.The dynamic height is computed by dividing the NAVD 88
 LA0147.geopotential number by the normal gravity value computed on the
 LA0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0147.degrees latitude (g = 980.6199 gals.).
 LA0147
 LA0147.The modeled gravity was interpolated from observed gravity values.
 LA0147
 LA0147;                    North         East    Units  Estimated Accuracy
 LA0147;SPC OH N     -    87,130.      457,230.      MT  (+/- 180 meters Scaled)
 LA0147
 LA0147                          SUPERSEDED SURVEY CONTROL
 LA0147
 LA0147  NGVD 29 (??/??/92)  302.129  (m)          991.23   (f) ADJ UNCH    1 2
 LA0147
 LA0147.Superseded values are not recommended for survey control.
 LA0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0147.See file dsdata.txt to determine how the superseded data were derived.
 LA0147
 LA0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK389802(NAD 83)
 LA0147_MARKER: DB = BENCH MARK DISK
 LA0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0147_SP_SET: CONCRETE POST
 LA0147_STAMPING: F 166 1954
 LA0147_MARK LOGO: CGS   
 LA0147_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0147+STABILITY: SURFACE MOTION
 LA0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0147+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0147
 LA0147  HISTORY     - Date     Condition        Report By
 LA0147  HISTORY     - 1954     MONUMENTED       CGS
 LA0147  HISTORY     - 1979     GOOD             LOCENG
 LA0147  HISTORY     - 19930708 GOOD             NGS
 LA0147
 LA0147                          STATION DESCRIPTION
 LA0147
 LA0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0147'2 MI S FROM BOTKINS.
 LA0147'ABOUT 2.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0147'FROM THE STATION AT BOTKINS, AT THE CROSSING OF STATE HIGHWAY
 LA0147'274, 46 FEET WEST OF WEST RAIL, 64 FEET NORTH OF CENTER LINE
 LA0147'OF HIGHWAY, 91 FEET WEST AND ACROSS TRACK FROM TELEPHONE POLE
 LA0147'NO. 108/20, 1 FOOT EAST OF A FENCE LINE, 35 FEET NORTH OF A
 LA0147'FENCE CORNER, 90 FEET NORTHWEST AND ACROSS HIGHWAY FROM CROSSING
 LA0147'WARNING SIGN NO. 7429, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 LA0147'ABOUT 5 FEET BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A
 LA0147'CONCRETE POST PROJECTING 3 INCHES.
 LA0147
 LA0147                          STATION RECOVERY (1979)
 LA0147
 LA0147'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 LA0147'RECOVERED IN GOOD CONDITION.
 LA0147
 LA0147                          STATION RECOVERY (1993)
 LA0147
 LA0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0147'13.0 M (42.7 FT) SOUTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 LA0147'JUNCTION OF U.S. HIGHWAY 33 IN WAPAKONETA, 19.5 M (64.0 FT) NORTH OF
 LA0147'THE CENTERLINE OF STATE HIGHWAY 274, 14.0 M (45.9 FT) WEST OF THE
 LA0147'NEAR RAIL, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0
 LA0147'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 LA0147'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0081 ***********************************************************************
 LA0081  DESIGNATION -  F 167
 LA0081  PID         -  LA0081
 LA0081  STATE/COUNTY-  OH/ALLEN
 LA0081  USGS QUAD   -  CRIDERSVILLE (1983)
 LA0081
 LA0081                         *CURRENT SURVEY CONTROL
 LA0081  ___________________________________________________________________
 LA0081* NAD 83(1986)-  40 41 09.     (N)    084 07 33.     (W)     SCALED    
 LA0081* NAVD 88     -       269.040  (meters)     882.68   (feet)  ADJUSTED  
 LA0081  ___________________________________________________________________
 LA0081  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 LA0081  DYNAMIC HT  -         268.907 (meters)     882.24  (feet)  COMP
 LA0081  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 LA0081
 LA0081  VERT ORDER  -  FIRST     CLASS II
 LA0081
 LA0081.The horizontal coordinates were scaled from a topographic map and have
 LA0081.an estimated accuracy of +/- 6 seconds.
 LA0081
 LA0081.The orthometric height was determined by differential leveling
 LA0081.and adjusted by the National Geodetic Survey in June 1991..
 LA0081
 LA0081.The geoid height was determined by GEOID03.
 LA0081
 LA0081.The dynamic height is computed by dividing the NAVD 88
 LA0081.geopotential number by the normal gravity value computed on the
 LA0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0081.degrees latitude (g = 980.6199 gals.).
 LA0081
 LA0081.The modeled gravity was interpolated from observed gravity values.
 LA0081
 LA0081;                    North         East    Units  Estimated Accuracy
 LA0081;SPC OH N     -   114,460.      462,580.      MT  (+/- 180 meters Scaled)
 LA0081
 LA0081                          SUPERSEDED SURVEY CONTROL
 LA0081
 LA0081  NGVD 29 (??/??/92)  269.212  (m)          883.24   (f) ADJ UNCH    1 2
 LA0081
 LA0081.Superseded values are not recommended for survey control.
 LA0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0081.See file dsdata.txt to determine how the superseded data were derived.
 LA0081
 LA0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL428078(NAD 83)
 LA0081_MARKER: DB = BENCH MARK DISK
 LA0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0081_SP_SET: CONCRETE POST
 LA0081_STAMPING: F 167 1952
 LA0081_MARK LOGO: CGS   
 LA0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0081+STABILITY: SURFACE MOTION
 LA0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0081+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA0081
 LA0081  HISTORY     - Date     Condition        Report By
 LA0081  HISTORY     - 1954     MONUMENTED       CGS
 LA0081  HISTORY     - 1961     GOOD             NGS
 LA0081  HISTORY     - 19930630 GOOD             NGS
 LA0081
 LA0081                          STATION DESCRIPTION
 LA0081
 LA0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0081'4.2 MI S FROM LIMA.
 LA0081'ABOUT 4.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0081'THE STATION AT LIMA, ABOUT 1.1 MILES NORTH OF THE OVERPASS OF U.S.
 LA0081'HIGHWAY 25 OVER TRACK, ABOUT 1.05 MILES NORTH OF RAILROAD BRIDGE
 LA0081'OVER LITTLE OTTAWA RIVER, AT THE CROSSING OF BREESE ROAD, 46 1/2
 LA0081'FEET WEST OF WEST RAIL, 91 FEET WEST AND ACROSS THE TRACK FROM
 LA0081'TELEPHONE POLE NO. 126/12, 284 FEET SOUTH OF CENTER OF CROSSING
 LA0081'OF BREESE ROAD, 180 FEET NORTH OF CENTER OF WEST END OF A 24-INCH
 LA0081'CONCRETE PIPE CULVERT UNDER TRACK, 1 FOOT EAST OF A FENCE LINE,
 LA0081'ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 LA0081'CONCRETE POST PROJECTING 3 INCHES.
 LA0081
 LA0081                          STATION RECOVERY (1961)
 LA0081
 LA0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LA0081'RECOVERED IN GOOD CONDITION.
 LA0081
 LA0081                          STATION RECOVERY (1993)
 LA0081
 LA0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0081'4.9 KM (3.05 MI) SOUTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 LA0081'JUNCTION OF STATE HIGHWAY 117 IN LIMA, 72.0 M (236.2 FT) SOUTH OF THE
 LA0081'CENTERLINE OF BREESE ROAD, 33.3 M (109.3 FT) SOUTHEAST OF THE
 LA0081'SOUTHEAST CORNER OF A GAS STATION (ABANDONED), 14.2 M (46.6 FT)
 LA0081'NORTHWEST OF THE NEAR RAIL, 2.5 M (8.2 FT) WEST OF A WITNESS POST,
 LA0081'1.2 M (3.9 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT IS
 LA0081'FLUSH WITH THE GROUND SURFACE.  NOTE--THE ORIGINAL DESCRIPTION STATES
 LA0081'THAT THE STAMPED DATE WAS 1954, BUT IT IS STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0032 ***********************************************************************
 LA0032  DESIGNATION -  F 168
 LA0032  PID         -  LA0032
 LA0032  STATE/COUNTY-  OH/ALLEN
 LA0032  USGS QUAD   -  CAIRO (1983)
 LA0032
 LA0032                         *CURRENT SURVEY CONTROL
 LA0032  ___________________________________________________________________
 LA0032* NAD 83(1986)-  40 49 03.     (N)    084 05 04.     (W)     SCALED    
 LA0032* NAVD 88     -       252.630  (meters)     828.84   (feet)  ADJUSTED  
 LA0032  ___________________________________________________________________
 LA0032  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 LA0032  DYNAMIC HT  -         252.508 (meters)     828.44  (feet)  COMP
 LA0032  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 LA0032
 LA0032  VERT ORDER  -  FIRST     CLASS II
 LA0032
 LA0032.The horizontal coordinates were scaled from a topographic map and have
 LA0032.an estimated accuracy of +/- 6 seconds.
 LA0032
 LA0032.The orthometric height was determined by differential leveling
 LA0032.and adjusted by the National Geodetic Survey in June 1991..
 LA0032
 LA0032.The geoid height was determined by GEOID03.
 LA0032
 LA0032.The dynamic height is computed by dividing the NAVD 88
 LA0032.geopotential number by the normal gravity value computed on the
 LA0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0032.degrees latitude (g = 980.6199 gals.).
 LA0032
 LA0032.The modeled gravity was interpolated from observed gravity values.
 LA0032
 LA0032;                    North         East    Units  Estimated Accuracy
 LA0032;SPC OH N     -   129,010.      466,340.      MT  (+/- 180 meters Scaled)
 LA0032
 LA0032                          SUPERSEDED SURVEY CONTROL
 LA0032
 LA0032  NGVD 29 (??/??/92)  252.798  (m)          829.39   (f) ADJ UNCH    1 2
 LA0032
 LA0032.Superseded values are not recommended for survey control.
 LA0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0032.See file dsdata.txt to determine how the superseded data were derived.
 LA0032
 LA0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL458225(NAD 83)
 LA0032_MARKER: DB = BENCH MARK DISK
 LA0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0032_SP_SET: CONCRETE POST
 LA0032_STAMPING: F 168 1954
 LA0032_MARK LOGO: CGS   
 LA0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0032+STABILITY: SURFACE MOTION
 LA0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0032+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0032
 LA0032  HISTORY     - Date     Condition        Report By
 LA0032  HISTORY     - 1954     MONUMENTED       CGS
 LA0032  HISTORY     - 19930708 GOOD             NGS
 LA0032
 LA0032                          STATION DESCRIPTION
 LA0032
 LA0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0032'5.2 MI N FROM LIMA.
 LA0032'ABOUT 5.15 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0032'THE STATION AT LIMA, ABOUT 1.0 MILE SOUTH OF CROSSING OF STATE
 LA0032'HIGHWAY 30 N AND THE STATION AT CAIRO, AT THE CROSSING OF STATE
 LA0032'ROAD, 36 1/2 FEET EAST OF EAST RAIL OF MAIN TRACK OF THE B. AND
 LA0032'O. RR, 45 1/2 FEET WEST OF WEST RAIL OF THE DETROIT, TOLEDO AND
 LA0032'IRONTON RAILROAD, 64 FEET NORTH OF CENTER LINE OF STATE ROAD,
 LA0032'8 FEET NORTH OF TELEPHONE POLE NO. 135/30, 2 FEET NORTH OF A WHITE
 LA0032'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN
 LA0032'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LA0032
 LA0032                          STATION RECOVERY (1993)
 LA0032
 LA0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0032'9.1 KM (5.65 MI) NORTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 LA0032'JUNCTION OF STATE HIGHWAY 117 IN LIMA, 18.8 M (61.7 FT) NORTH OF THE
 LA0032'CENTERLINE OF STATE ROAD, 11.3 M (37.1 FT) EAST OF THE NEAR RAIL, 2.3
 LA0032'M (7.5 FT) NORTH OF A UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 LA0032'THE TRACK, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 LA0032'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0206 ***********************************************************************
 MD0206  DESIGNATION -  F 169
 MD0206  PID         -  MD0206
 MD0206  STATE/COUNTY-  OH/PUTNAM
 MD0206  USGS QUAD   -  OTTAWA (1977)
 MD0206
 MD0206                         *CURRENT SURVEY CONTROL
 MD0206  ___________________________________________________________________
 MD0206* NAD 83(1986)-  41 03 06.     (N)    084 01 10.     (W)     SCALED    
 MD0206* NAVD 88     -       226.859  (meters)     744.29   (feet)  ADJUSTED  
 MD0206  ___________________________________________________________________
 MD0206  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 MD0206  DYNAMIC HT  -         226.751 (meters)     743.93  (feet)  COMP
 MD0206  MODELED GRAV-     980,141.8   (mgal)                       NAVD 88
 MD0206
 MD0206  VERT ORDER  -  FIRST     CLASS II
 MD0206
 MD0206.The horizontal coordinates were scaled from a topographic map and have
 MD0206.an estimated accuracy of +/- 6 seconds.
 MD0206
 MD0206.The orthometric height was determined by differential leveling
 MD0206.and adjusted by the National Geodetic Survey in June 1991..
 MD0206
 MD0206.The geoid height was determined by GEOID03.
 MD0206
 MD0206.The dynamic height is computed by dividing the NAVD 88
 MD0206.geopotential number by the normal gravity value computed on the
 MD0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0206.degrees latitude (g = 980.6199 gals.).
 MD0206
 MD0206.The modeled gravity was interpolated from observed gravity values.
 MD0206
 MD0206;                    North         East    Units  Estimated Accuracy
 MD0206;SPC OH N     -   154,910.      472,280.      MT  (+/- 180 meters Scaled)
 MD0206
 MD0206                          SUPERSEDED SURVEY CONTROL
 MD0206
 MD0206  NGVD 29 (??/??/92)  227.035  (m)          744.86   (f) ADJ UNCH    1 2
 MD0206
 MD0206.Superseded values are not recommended for survey control.
 MD0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0206.See file dsdata.txt to determine how the superseded data were derived.
 MD0206
 MD0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL504487(NAD 83)
 MD0206_MARKER: DB = BENCH MARK DISK
 MD0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0206_STAMPING: F 169 1954
 MD0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0206+STABILITY: SURFACE MOTION
 MD0206
 MD0206  HISTORY     - Date     Condition        Report By
 MD0206  HISTORY     - 1954     MONUMENTED       CGS
 MD0206
 MD0206                          STATION DESCRIPTION
 MD0206
 MD0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MD0206'2.7 MI NE FROM OTTAWA.
 MD0206'2.7 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MD0206'THE STATION AT OTTAWA, AT CROSSING OF STATE HIGHWAY 65, 95 FEET
 MD0206'WEST AND ACROSS TRACK FROM TELEPHONE POLE NO. 152/21, 50 FEET
 MD0206'NORTHWEST OF NORTHWEST RAIL, 312 FEET NORTH OF CENTER OF CROSSING
 MD0206'OF HIGHWAY, 1 FOOT SOUTHEAST OF A FENCE LINE, 64 FEET EAST OF
 MD0206'POWER POLE NO. J 560 WITH A TRANSFORMER, 2 FEET SOUTHWEST OF A
 MD0206'WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF TRACK AND
 MD0206'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0153 ***********************************************************************
 MD0153  DESIGNATION -  F 17
 MD0153  PID         -  MD0153
 MD0153  STATE/COUNTY-  OH/HENRY
 MD0153  USGS QUAD   -  HAMLER (1977)
 MD0153
 MD0153                         *CURRENT SURVEY CONTROL
 MD0153  ___________________________________________________________________
 MD0153* NAD 83(1986)-  41 10 01.     (N)    084 01 45.     (W)     SCALED    
 MD0153* NAVD 88     -       224.793  (meters)     737.51   (feet)  ADJUSTED  
 MD0153  ___________________________________________________________________
 MD0153  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 MD0153  DYNAMIC HT  -         224.688 (meters)     737.16  (feet)  COMP
 MD0153  MODELED GRAV-     980,154.7   (mgal)                       NAVD 88
 MD0153
 MD0153  VERT ORDER  -  SECOND    CLASS 0
 MD0153
 MD0153.The horizontal coordinates were scaled from a topographic map and have
 MD0153.an estimated accuracy of +/- 6 seconds.
 MD0153
 MD0153.The orthometric height was determined by differential leveling
 MD0153.and adjusted by the National Geodetic Survey in June 1991..
 MD0153
 MD0153.The geoid height was determined by GEOID03.
 MD0153
 MD0153.The dynamic height is computed by dividing the NAVD 88
 MD0153.geopotential number by the normal gravity value computed on the
 MD0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0153.degrees latitude (g = 980.6199 gals.).
 MD0153
 MD0153.The modeled gravity was interpolated from observed gravity values.
 MD0153
 MD0153;                    North         East    Units  Estimated Accuracy
 MD0153;SPC OH N     -   167,730.      471,680.      MT  (+/- 180 meters Scaled)
 MD0153
 MD0153                          SUPERSEDED SURVEY CONTROL
 MD0153
 MD0153  NGVD 29 (??/??/92)  224.981  (m)          738.13   (f) ADJ UNCH    2 0
 MD0153
 MD0153.Superseded values are not recommended for survey control.
 MD0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0153.See file dsdata.txt to determine how the superseded data were derived.
 MD0153
 MD0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL492615(NAD 83)
 MD0153_MARKER: DB = BENCH MARK DISK
 MD0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0153_STAMPING: F 17 1934
 MD0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0153+STABILITY: SURFACE MOTION
 MD0153
 MD0153  HISTORY     - Date     Condition        Report By
 MD0153  HISTORY     - 1934     MONUMENTED       CGS
 MD0153
 MD0153                          STATION DESCRIPTION
 MD0153
 MD0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0153'4.4 MI S FROM HAMLER.
 MD0153'4.4 MILES SOUTH ALONG THE DETROIT, TOLEDO AND IRONTON RAILROAD
 MD0153'FROM THE STATION AT HAMLER, 40 YARDS NORTH OF POLE 101/05, 14
 MD0153'YARDS NORTHEAST OF THE CROSSING OF THE EAST RAIL AND THE CENTERLINE
 MD0153'OF A DIRT ROAD, 12 YARDS NORTH OF THE CENTERLINE OF THE ROAD,
 MD0153'10 YARDS EAST OF THE EAST RAIL, 2 FEET NORTH OF A WIRE FENCE, AND
 MD0153'ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 MD0153'DISK, STAMPED F 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0511 ***********************************************************************
 MC0511  DESIGNATION -  F 170
 MC0511  PID         -  MC0511
 MC0511  STATE/COUNTY-  OH/WOOD
 MC0511  USGS QUAD   -  WESTON (1977)
 MC0511
 MC0511                         *CURRENT SURVEY CONTROL
 MC0511  ___________________________________________________________________
 MC0511* NAD 83(1986)-  41 16 13.     (N)    083 51 13.     (W)     SCALED    
 MC0511* NAVD 88     -       212.539  (meters)     697.30   (feet)  ADJUSTED  
 MC0511  ___________________________________________________________________
 MC0511  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 MC0511  DYNAMIC HT  -         212.444 (meters)     696.99  (feet)  COMP
 MC0511  MODELED GRAV-     980,168.9   (mgal)                       NAVD 88
 MC0511
 MC0511  VERT ORDER  -  FIRST     CLASS I
 MC0511
 MC0511.The horizontal coordinates were scaled from a topographic map and have
 MC0511.an estimated accuracy of +/- 6 seconds.
 MC0511
 MC0511.The orthometric height was determined by differential leveling
 MC0511.and adjusted by the National Geodetic Survey in June 1991..
 MC0511.WARNING-Repeat measurements at this control monument indicate possible
 MC0511.vertical movement.
 MC0511
 MC0511.The geoid height was determined by GEOID03.
 MC0511
 MC0511.The dynamic height is computed by dividing the NAVD 88
 MC0511.geopotential number by the normal gravity value computed on the
 MC0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0511.degrees latitude (g = 980.6199 gals.).
 MC0511
 MC0511.The modeled gravity was interpolated from observed gravity values.
 MC0511
 MC0511;                    North         East    Units  Estimated Accuracy
 MC0511;SPC OH N     -   178,960.      486,590.      MT  (+/- 180 meters Scaled)
 MC0511
 MC0511                          SUPERSEDED SURVEY CONTROL
 MC0511
 MC0511  NGVD 29 (??/??/92)  212.728  (m)          697.93   (f) ADJ UNCH    1 1
 MC0511
 MC0511.Superseded values are not recommended for survey control.
 MC0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0511.See file dsdata.txt to determine how the superseded data were derived.
 MC0511
 MC0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF609726(NAD 83)
 MC0511_MARKER: DB = BENCH MARK DISK
 MC0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0511_STAMPING: F 170 1954
 MC0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0511+STABILITY: SURFACE MOTION
 MC0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0511+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 MC0511
 MC0511  HISTORY     - Date     Condition        Report By
 MC0511  HISTORY     - 1954     MONUMENTED       CGS
 MC0511  HISTORY     - 1968     GOOD             NGS
 MC0511  HISTORY     - 1984     GOOD             USPSQD
 MC0511  HISTORY     - 20041119 GOOD             INDIV
 MC0511
 MC0511                          STATION DESCRIPTION
 MC0511
 MC0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0511'5.8 MI SW FROM WESTON.
 MC0511'ABOUT 5.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0511'FROM THE CROSSING OF SAND RIDGE ROAD AT WESTON, ABOUT 5.1 MILES
 MC0511'NORTHEAST OF THE STATION AT DESHLER, 75 FEET EAST OF THE CENTER
 MC0511'OF THE CROSSING OF BAYS ROAD, 39.3 FEET SOUTHEAST OF THE
 MC0511'SOUTHEAST RAIL, 36 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 MC0511'9 1/2 FEET NORTHWEST OF A POWER LINE POLE, 3 FEET EAST OF MILEPOLE
 MC0511'169-34, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, 4 FEET
 MC0511'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 MC0511'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC
 MC0511'29, T4N, R9E.
 MC0511
 MC0511                          STATION RECOVERY (1984)
 MC0511
 MC0511'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0511'RECOVERED IN GOOD CONDITION.
 MC0511
 MC0511                          STATION RECOVERY (2004)
 MC0511
 MC0511'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DET)
 MC0511'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0585 ***********************************************************************
 MC0585  DESIGNATION -  F 171
 MC0585  PID         -  MC0585
 MC0585  STATE/COUNTY-  OH/WOOD
 MC0585  USGS QUAD   -  HOYTVILLE (1977)
 MC0585
 MC0585                         *CURRENT SURVEY CONTROL
 MC0585  ___________________________________________________________________
 MC0585* NAD 83(1986)-  41 11 39.     (N)    083 48 14.     (W)     SCALED    
 MC0585* NAVD 88     -       215.674  (meters)     707.59   (feet)  ADJUSTED  
 MC0585  ___________________________________________________________________
 MC0585  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 MC0585  DYNAMIC HT  -         215.575 (meters)     707.27  (feet)  COMP
 MC0585  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 MC0585
 MC0585  VERT ORDER  -  FIRST     CLASS I
 MC0585
 MC0585.The horizontal coordinates were scaled from a topographic map and have
 MC0585.an estimated accuracy of +/- 6 seconds.
 MC0585
 MC0585.The orthometric height was determined by differential leveling
 MC0585.and adjusted by the National Geodetic Survey in June 1991..
 MC0585
 MC0585.The geoid height was determined by GEOID03.
 MC0585
 MC0585.The dynamic height is computed by dividing the NAVD 88
 MC0585.geopotential number by the normal gravity value computed on the
 MC0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0585.degrees latitude (g = 980.6199 gals.).
 MC0585
 MC0585.The modeled gravity was interpolated from observed gravity values.
 MC0585
 MC0585;                    North         East    Units  Estimated Accuracy
 MC0585;SPC OH N     -   170,440.      490,630.      MT  (+/- 180 meters Scaled)
 MC0585
 MC0585                          SUPERSEDED SURVEY CONTROL
 MC0585
 MC0585  NGVD 29 (01/19/93)  215.863  (m)          708.21   (f) ADJUSTED    1 1
 MC0585
 MC0585.Superseded values are not recommended for survey control.
 MC0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0585.See file dsdata.txt to determine how the superseded data were derived.
 MC0585
 MC0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF648641(NAD 83)
 MC0585_MARKER: DB = BENCH MARK DISK
 MC0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0585_SP_SET: CONCRETE POST
 MC0585_STAMPING: F 171 1954
 MC0585_MARK LOGO: CGS   
 MC0585_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0585+STABILITY: SURFACE MOTION
 MC0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0585+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 MC0585
 MC0585  HISTORY     - Date     Condition        Report By
 MC0585  HISTORY     - 1954     MONUMENTED       CGS
 MC0585  HISTORY     - 1968     GOOD             NGS
 MC0585  HISTORY     - 1983     GOOD             LOCSUR
 MC0585  HISTORY     - 19921022 GOOD             NGS
 MC0585  HISTORY     - 20041119 GOOD             INDIV
 MC0585
 MC0585                          STATION DESCRIPTION
 MC0585
 MC0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0585'1 MI W FROM HOYTVILLE.
 MC0585'ABOUT 1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0585'THE CROSSING OF STATE HIGHWAY 18 AT HOYTVILLE, NEAR MILEPOST
 MC0585'57-16, 53 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF WESTON
 MC0585'ROAD AND THE WESTBOUND TRACK, 38.6 FEET NORTH OF THE NORTH RAIL
 MC0585'OF THE WESTBOUND TRACK, 28 FEET WEST OF THE CENTER LINE OF THE
 MC0585'ROAD, 1.1 FEET EAST OF A METAL WITNESS POST, 5 FEET BELOW THE
 MC0585'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MC0585'4 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 27, T3N, R9E.
 MC0585
 MC0585                          STATION RECOVERY (1983)
 MC0585
 MC0585'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0585'RECOVERED IN GOOD CONDITION.
 MC0585
 MC0585                          STATION RECOVERY (1992)
 MC0585
 MC0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0585'8.4 KM (5.20 MI) EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0585'POST OFFICE IN DESHLER, 11.7 M (38.4 FT) NORTH OF THE NEAR RAIL, 8.7
 MC0585'M (28.5 FT) WEST OF THE CENTER OF WESTON ROAD, 1.5 M (4.9 FT) BELOW
 MC0585'THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND
 MC0585'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 MC0585
 MC0585                          STATION RECOVERY (2004)
 MC0585
 MC0585'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DET)
 MC0585'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0478 ***********************************************************************
 MC0478  DESIGNATION -  F 172
 MC0478  PID         -  MC0478
 MC0478  STATE/COUNTY-  OH/SENECA
 MC0478  USGS QUAD   -  FOSTORIA (1972)
 MC0478
 MC0478                         *CURRENT SURVEY CONTROL
 MC0478  ___________________________________________________________________
 MC0478* NAD 83(1986)-  41 08 54.     (N)    083 22 56.     (W)     SCALED    
 MC0478* NAVD 88     -       234.008  (meters)     767.74   (feet)  ADJUSTED  
 MC0478  ___________________________________________________________________
 MC0478  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 MC0478  DYNAMIC HT  -         233.904 (meters)     767.40  (feet)  COMP
 MC0478  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 MC0478
 MC0478  VERT ORDER  -  FIRST     CLASS I
 MC0478
 MC0478.The horizontal coordinates were scaled from a topographic map and have
 MC0478.an estimated accuracy of +/- 6 seconds.
 MC0478
 MC0478.The orthometric height was determined by differential leveling
 MC0478.and adjusted by the National Geodetic Survey in April 1995..
 MC0478
 MC0478.The geoid height was determined by GEOID03.
 MC0478
 MC0478.The dynamic height is computed by dividing the NAVD 88
 MC0478.geopotential number by the normal gravity value computed on the
 MC0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0478.degrees latitude (g = 980.6199 gals.).
 MC0478
 MC0478.The modeled gravity was interpolated from observed gravity values.
 MC0478
 MC0478;                    North         East    Units  Estimated Accuracy
 MC0478;SPC OH N     -   164,910.      525,950.      MT  (+/- 180 meters Scaled)
 MC0478
 MC0478                          SUPERSEDED SURVEY CONTROL
 MC0478
 MC0478  NAVD 88 (06/15/91)  234.004  (m)          767.73   (f) UNKNOWN     1 1
 MC0478  NGVD 29 (01/19/93)  234.193  (m)          768.35   (f) ADJUSTED    1 1
 MC0478
 MC0478.Superseded values are not recommended for survey control.
 MC0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0478.See file dsdata.txt to determine how the superseded data were derived.
 MC0478
 MC0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF000579(NAD 83)
 MC0478_MARKER: DB = BENCH MARK DISK
 MC0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0478_SP_SET: CONCRETE POST
 MC0478_STAMPING: F 172 1954
 MC0478_MARK LOGO: CGS   
 MC0478_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0478+STABILITY: SURFACE MOTION
 MC0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0478+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0478
 MC0478  HISTORY     - Date     Condition        Report By
 MC0478  HISTORY     - 1954     MONUMENTED       CGS
 MC0478  HISTORY     - 1968     GOOD             NGS
 MC0478  HISTORY     - 19921022 GOOD             NGS
 MC0478
 MC0478                          STATION DESCRIPTION
 MC0478
 MC0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0478'1.7 MI E FROM FOSTORIA.
 MC0478'ABOUT 1.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0478'THE STATION AT FOSTORIA, AT MILEPOLE NO. 35-06, 50 FEET NORTHEAST
 MC0478'OF THE CENTER OF THE CROSSING OF WARD ROAD NO. 43 AND THE
 MC0478'WESTBOUND TRACK, 47 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND
 MC0478'TRACK, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET
 MC0478'NORTHEAST OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A
 MC0478'48-INCH PIPE CULVERT UNDER THE ROAD, 3.9 FEET NORTHWEST OF THE
 MC0478'SOUTH LEG OF A STEEL POWER LINE TOWER, 1.2 FEET NORTH OF A METAL
 MC0478'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND
 MC0478'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 MC0478'LEVEL OF THE GROUND.
 MC0478
 MC0478                          STATION RECOVERY (1992)
 MC0478
 MC0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0478'2.9 KM (1.80 MI) EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0478'JUNCTION OF U.S. HIGHWAY 23 IN FOSTORIA, 14.4 M (47.2 FT) NORTH OF
 MC0478'THE NEAR RAIL, 4.6 M (15.1 FT) EAST OF THE CENTER OF COUNTY ROAD 43,
 MC0478'1.2 M (3.9 FT) BELOW THE LEVEL OF THE TRACK, 1.1 M (3.6 FT) NORTHWEST
 MC0478'OF THE SOUTH LEG OF A HIGH LINE TOWER, 1.1 M (3.6 FT) EAST-NORTHEAST
 MC0478'OF THE NORTH END OF A CULVERT HEADWALL, AND THE MONUMENT IS FLUSH
 MC0478'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0457 ***********************************************************************
 MC0457  DESIGNATION -  F 173
 MC0457  PID         -  MC0457
 MC0457  STATE/COUNTY-  OH/SENECA
 MC0457  USGS QUAD   -  TIFFIN NORTH (1977)
 MC0457
 MC0457                         *CURRENT SURVEY CONTROL
 MC0457  ___________________________________________________________________
 MC0457* NAD 83(1986)-  41 08 31.     (N)    083 10 08.     (W)     SCALED    
 MC0457* NAVD 88     -       225.645  (meters)     740.30   (feet)  ADJUSTED  
 MC0457  ___________________________________________________________________
 MC0457  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 MC0457  DYNAMIC HT  -         225.548 (meters)     739.99  (feet)  COMP
 MC0457  MODELED GRAV-     980,189.0   (mgal)                       NAVD 88
 MC0457
 MC0457  VERT ORDER  -  FIRST     CLASS II
 MC0457
 MC0457.This mark is at Seneca County Airport (16G)
 MC0457
 MC0457.The horizontal coordinates were scaled from a topographic map and have
 MC0457.an estimated accuracy of +/- 6 seconds.
 MC0457
 MC0457.The orthometric height was determined by differential leveling
 MC0457.and adjusted by the National Geodetic Survey in June 1991..
 MC0457
 MC0457.The geoid height was determined by GEOID03.
 MC0457
 MC0457.The dynamic height is computed by dividing the NAVD 88
 MC0457.geopotential number by the normal gravity value computed on the
 MC0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0457.degrees latitude (g = 980.6199 gals.).
 MC0457
 MC0457.The modeled gravity was interpolated from observed gravity values.
 MC0457
 MC0457;                    North         East    Units  Estimated Accuracy
 MC0457;SPC OH N     -   164,040.      543,850.      MT  (+/- 180 meters Scaled)
 MC0457
 MC0457                          SUPERSEDED SURVEY CONTROL
 MC0457
 MC0457  NGVD 29 (??/??/92)  225.83   (m)          740.9    (f) COMPUTED    1 2
 MC0457
 MC0457.Superseded values are not recommended for survey control.
 MC0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0457.See file dsdata.txt to determine how the superseded data were derived.
 MC0457
 MC0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF179567(NAD 83)
 MC0457_MARKER: DB = BENCH MARK DISK
 MC0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0457_STAMPING: F 173 1954
 MC0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0457+STABILITY: SURFACE MOTION
 MC0457
 MC0457  HISTORY     - Date     Condition        Report By
 MC0457  HISTORY     - 1954     MONUMENTED       CGS
 MC0457  HISTORY     - 1968     GOOD             NGS
 MC0457  HISTORY     - 1968     GOOD             NGS
 MC0457
 MC0457                          STATION DESCRIPTION
 MC0457
 MC0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0457'2.1 MI NE FROM TIFFIN.
 MC0457'ABOUT 0.8 MILE NORTH ALONG WASHINGTON STREET FROM THE COUNTY
 MC0457'COURTHOUSE AT TIFFIN, THENCE 1.3 MILES NORTHEAST ALONG STATE
 MC0457'HIGHWAY 53, AT THE TIFFIN AIRPORT, 219 1/2 FEET WEST-NORTHWEST OF
 MC0457'BENCH MARK D 173 DESCRIBED, 14 1/2 FEET WEST OF THE SOUTHWEST
 MC0457'CORNER OF THE EAST ONE OF THREE HANGARS, 17 FEET EAST OF THE
 MC0457'SOUTHEAST CORNER OF THE CENTER ONE OF THREE HANGARS, 1 FOOT SOUTH
 MC0457'OF A BOARD FENCE BETWEEN THE SOUTH SIDE OF THE TWO HANGARS, ABOUT
 MC0457'LEVEL WITH THE RUNWAY AND SET IN THE TOP OF A CONCRETE POST
 MC0457'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE
 MC0457'1954 DESCRIPTION REPORTS THIS MARK AS BEING FLUSH WITH THE GROUND.
 MC0457
 MC0457                          STATION RECOVERY (1968)
 MC0457
 MC0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MC0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0223 ***********************************************************************
 MC0223  DESIGNATION -  F 174
 MC0223  PID         -  MC0223
 MC0223  STATE/COUNTY-  OH/HURON
 MC0223  USGS QUAD   -  CENTERTON (1977)
 MC0223
 MC0223                         *CURRENT SURVEY CONTROL
 MC0223  ___________________________________________________________________
 MC0223* NAD 83(1986)-  41 04 12.     (N)    082 46 58.     (W)     SCALED    
 MC0223* NAVD 88     -       279.302  (meters)     916.34   (feet)  ADJUSTED  
 MC0223  ___________________________________________________________________
 MC0223  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 MC0223  DYNAMIC HT  -         279.174 (meters)     915.92  (feet)  COMP
 MC0223  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 MC0223
 MC0223  VERT ORDER  -  FIRST     CLASS I
 MC0223
 MC0223.The horizontal coordinates were scaled from a topographic map and have
 MC0223.an estimated accuracy of +/- 6 seconds.
 MC0223
 MC0223.The orthometric height was determined by differential leveling
 MC0223.and adjusted by the National Geodetic Survey in April 1995..
 MC0223
 MC0223.The geoid height was determined by GEOID03.
 MC0223
 MC0223.The dynamic height is computed by dividing the NAVD 88
 MC0223.geopotential number by the normal gravity value computed on the
 MC0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0223.degrees latitude (g = 980.6199 gals.).
 MC0223
 MC0223.The modeled gravity was interpolated from observed gravity values.
 MC0223
 MC0223;                    North         East    Units  Estimated Accuracy
 MC0223;SPC OH N     -   155,870.      576,240.      MT  (+/- 180 meters Scaled)
 MC0223
 MC0223                          SUPERSEDED SURVEY CONTROL
 MC0223
 MC0223  NAVD 88 (06/15/91)  279.299  (m)          916.33   (f) UNKNOWN     1 1
 MC0223  NGVD 29 (01/19/93)  279.466  (m)          916.88   (f) ADJUSTED    1 1
 MC0223
 MC0223.Superseded values are not recommended for survey control.
 MC0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0223.See file dsdata.txt to determine how the superseded data were derived.
 MC0223
 MC0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF502480(NAD 83)
 MC0223_MARKER: DB = BENCH MARK DISK
 MC0223_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0223_SP_SET: BUILDING
 MC0223_STAMPING: F 174 1954
 MC0223_MARK LOGO: CGS   
 MC0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0223+STABILITY: SURFACE MOTION
 MC0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0223+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0223
 MC0223  HISTORY     - Date     Condition        Report By
 MC0223  HISTORY     - 1954     MONUMENTED       CGS
 MC0223  HISTORY     - 1968     GOOD             NGS
 MC0223  HISTORY     - 1987     GOOD             OHDT
 MC0223  HISTORY     - 19921023 GOOD             NGS
 MC0223
 MC0223                          STATION DESCRIPTION
 MC0223
 MC0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0223'3 MI W FROM WILLARD.
 MC0223'ABOUT 3.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0223'THE STATION AT WILLARD, AT MILEPOST 3-08, AT THE WEST END OF
 MC0223'THE WILLARD RAILROAD YARD, IN THE NORTHEAST CORNER OF THE CROSSING
 MC0223'OF SECTION LINE ROAD NO. 30, SET VERTICALLY IN THE SOUTH FACE
 MC0223'OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF RAILROAD
 MC0223'CONTROL TOWER J, 17.7 FEET NORTH OF THE NORTH RAIL OF THE WEST
 MC0223'BOUND TRACK, 2 FEET EAST OF THE SOUTHWEST CORNER OF THE TOWER, 2.5
 MC0223'FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE
 MC0223'TRACKS.
 MC0223
 MC0223                          STATION RECOVERY (1987)
 MC0223
 MC0223'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0223'RECOVERED IN GOOD CONDITION.
 MC0223
 MC0223                          STATION RECOVERY (1992)
 MC0223
 MC0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0223'5.9 KM (3.65 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0223'JUNCTION OF STATE HIGHWAY 99 IN WILLARD, SET VERTICALLY IN THE SOUTH
 MC0223'FACE OF A RAILROAD YARD CONTROL TOWER, 8.4 M (27.6 FT) EAST OF THE
 MC0223'CENTER OF COUNTY ROAD 30, 5.3 M (17.4 FT) NORTH OF THE NEAR RAIL, 0.7
 MC0223'M (2.3 FT) ABOVE THE GROUND SURFACE, AND 0.6 M (2.0 FT) EAST OF THE
 MC0223'SOUTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI3512 ***********************************************************************
 AI3512  DESIGNATION -  F 174 RESET
 AI3512  PID         -  AI3512
 AI3512  STATE/COUNTY-  OH/HURON
 AI3512  USGS QUAD   -  CENTERTON (1977)
 AI3512
 AI3512                         *CURRENT SURVEY CONTROL
 AI3512  ___________________________________________________________________
 AI3512* NAD 83(1986)-  41 04 12.     (N)    082 46 58.     (W)     SCALED    
 AI3512* NAVD 88     -       278.16   (meters)     912.6    (feet)  RESET     
 AI3512  ___________________________________________________________________
 AI3512  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 AI3512
 AI3512  VERT ORDER  -  THIRD
 AI3512
 AI3512.The horizontal coordinates were scaled from a topographic map and have
 AI3512.an estimated accuracy of +/- 6 seconds.
 AI3512
 AI3512.The orthometric height was computed from unverified reset data.
 AI3512.No vertical observational check was made to the station.
 AI3512
 AI3512.The geoid height was determined by GEOID03.
 AI3512
 AI3512;                    North         East    Units  Estimated Accuracy
 AI3512;SPC OH N     -   155,870.      576,240.      MT  (+/- 180 meters Scaled)
 AI3512
 AI3512                          SUPERSEDED SURVEY CONTROL
 AI3512
 AI3512.No superseded survey control is available for this station.
 AI3512
 AI3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF502480(NAD 83)
 AI3512_MARKER: DV = VERTICAL CONTROL DISK
 AI3512_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI3512_SP_SET: STORM SEWER STRUCTURE
 AI3512_STAMPING: F 174 RESET 1998
 AI3512_MARK LOGO: NGS   
 AI3512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3512+STABILITY: SURFACE MOTION
 AI3512
 AI3512  HISTORY     - Date     Condition        Report By
 AI3512  HISTORY     - 1998     MONUMENTED       OHDT
 AI3512
 AI3512                          STATION DESCRIPTION
 AI3512
 AI3512'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1998 (WLS)
 AI3512'3.72 MILES (5.99 KM) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM
 AI3512'THE JUNCTION OF SR 99 IN WILLARD, SET HORIZONTALLY IN THE SOUTHEAST
 AI3512'CORNER IN THE TOP OF A CONCRETE STORM SEWER STRUCTURE (5.7 FEET WIDE
 AI3512'BY 16.4 FEET (5.0 M) LONG) , 75.0 FEET (22.9 M) WEST OF THE CENTERLINE
 AI3512'OF SECTION LINE ROAD (CR 30) , 18.7 FEET (5.7 M) NORTH OF TOWNLINE
 AI3512'ROAD (TR 12) , 30.2 FEET (9.2 M) SOUTH FROM THE CENTERLINE OF THE
 AI3512'SOUTHERLY RAILROAD TRACK, 1.2 FEET (0.4 M) ABOVE ROAD ON TOWNLINE
 AI3512'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0105 ***********************************************************************
 MC0105  DESIGNATION -  F 175
 MC0105  PID         -  MC0105
 MC0105  STATE/COUNTY-  OH/ASHLAND
 MC0105  USGS QUAD   -  NEW LONDON (1977)
 MC0105
 MC0105                         *CURRENT SURVEY CONTROL
 MC0105  ___________________________________________________________________
 MC0105* NAD 83(1986)-  41 03 28.     (N)    082 24 35.     (W)     SCALED    
 MC0105* NAVD 88     -       304.419  (meters)     998.75   (feet)  ADJUSTED  
 MC0105  ___________________________________________________________________
 MC0105  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 MC0105  DYNAMIC HT  -         304.282 (meters)     998.30  (feet)  COMP
 MC0105  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 MC0105
 MC0105  VERT ORDER  -  FIRST     CLASS I
 MC0105
 MC0105.The horizontal coordinates were scaled from a topographic map and have
 MC0105.an estimated accuracy of +/- 6 seconds.
 MC0105
 MC0105.The orthometric height was determined by differential leveling
 MC0105.and adjusted by the National Geodetic Survey in June 1991..
 MC0105
 MC0105.The geoid height was determined by GEOID03.
 MC0105
 MC0105.The dynamic height is computed by dividing the NAVD 88
 MC0105.geopotential number by the normal gravity value computed on the
 MC0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0105.degrees latitude (g = 980.6199 gals.).
 MC0105
 MC0105.The modeled gravity was interpolated from observed gravity values.
 MC0105
 MC0105;                    North         East    Units  Estimated Accuracy
 MC0105;SPC OH N     -   154,480.      607,590.      MT  (+/- 180 meters Scaled)
 MC0105
 MC0105                          SUPERSEDED SURVEY CONTROL
 MC0105
 MC0105  NGVD 29 (??/??/92)  304.591  (m)          999.31   (f) ADJ UNCH    1 1
 MC0105
 MC0105.Superseded values are not recommended for survey control.
 MC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0105.See file dsdata.txt to determine how the superseded data were derived.
 MC0105
 MC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF815461(NAD 83)
 MC0105_MARKER: DB = BENCH MARK DISK
 MC0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0105_STAMPING: F 175 1954
 MC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0105+STABILITY: SURFACE MOTION
 MC0105
 MC0105  HISTORY     - Date     Condition        Report By
 MC0105  HISTORY     - 1954     MONUMENTED       CGS
 MC0105  HISTORY     - 1967     GOOD             NGS
 MC0105  HISTORY     - 1987     GOOD             OHDT
 MC0105
 MC0105                          STATION DESCRIPTION
 MC0105
 MC0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0105'5.7 MI NE FROM GREENWICH.
 MC0105'ABOUT 5.7 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0105'FROM THE OVERPASS OVER TOWNSEND STREET AT GREENWICH, ABOUT 5.95
 MC0105'MILES NORTHWEST OF THE CROSSING OF STATE HIGHWAY 511 AT NOVA,
 MC0105'55 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF ROAD NO. 178
 MC0105'AND THE WESTBOUND TRACK, 28.5 FEET NORTH OF THE NORTH RAIL OF
 MC0105'THE WESTBOUND TRACK, 34 1/2 FEET EAST OF THE CENTER LINE OF THE
 MC0105'ROAD, 5 FEET WEST OF MILEPOLE 187-1, IN LINE WITH A ROW OF POLES,
 MC0105'1.3 FEET EAST OF A METAL WITNESS POST, 3 1/2 FEET BELOW THE LEVEL
 MC0105'OF THE TRACK AND SET IN  THE TOP OF A CONCRETE POST 0.3 FOOT
 MC0105'UNDERGROUND.
 MC0105
 MC0105                          STATION RECOVERY (1987)
 MC0105
 MC0105'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1720 ***********************************************************************
 KY1720  DESIGNATION -  F 177
 KY1720  PID         -  KY1720
 KY1720  STATE/COUNTY-  OH/WAYNE
 KY1720  USGS QUAD   -  RITTMAN (1994)
 KY1720
 KY1720                         *CURRENT SURVEY CONTROL
 KY1720  ___________________________________________________________________
 KY1720* NAD 83(1986)-  40 57 43.     (N)    081 48 11.     (W)     SCALED    
 KY1720* NAVD 88     -       296.975  (meters)     974.33   (feet)  ADJUSTED  
 KY1720  ___________________________________________________________________
 KY1720  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KY1720  DYNAMIC HT  -         296.845 (meters)     973.90  (feet)  COMP
 KY1720  MODELED GRAV-     980,178.0   (mgal)                       NAVD 88
 KY1720
 KY1720  VERT ORDER  -  FIRST     CLASS I
 KY1720
 KY1720.The horizontal coordinates were scaled from a topographic map and have
 KY1720.an estimated accuracy of +/- 6 seconds.
 KY1720
 KY1720.The orthometric height was determined by differential leveling
 KY1720.and adjusted by the National Geodetic Survey in June 1991..
 KY1720
 KY1720.The geoid height was determined by GEOID03.
 KY1720
 KY1720.The dynamic height is computed by dividing the NAVD 88
 KY1720.geopotential number by the normal gravity value computed on the
 KY1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1720.degrees latitude (g = 980.6199 gals.).
 KY1720
 KY1720.The modeled gravity was interpolated from observed gravity values.
 KY1720
 KY1720;                    North         East    Units  Estimated Accuracy
 KY1720;SPC OH N     -   144,070.      658,670.      MT  (+/- 180 meters Scaled)
 KY1720
 KY1720                          SUPERSEDED SURVEY CONTROL
 KY1720
 KY1720  NGVD 29 (??/??/92)  297.181  (m)          975.00   (f) ADJ UNCH    1 1
 KY1720
 KY1720.Superseded values are not recommended for survey control.
 KY1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1720.See file dsdata.txt to determine how the superseded data were derived.
 KY1720
 KY1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF324348(NAD 83)
 KY1720_MARKER: DB = BENCH MARK DISK
 KY1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1720_STAMPING: F 177 1954
 KY1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1720+STABILITY: SURFACE MOTION
 KY1720
 KY1720  HISTORY     - Date     Condition        Report By
 KY1720  HISTORY     - 1954     MONUMENTED       CGS
 KY1720  HISTORY     - 1967     GOOD             NGS
 KY1720  HISTORY     - 1971     GOOD             OHDT
 KY1720  HISTORY     - 1987     GOOD             OHDT
 KY1720
 KY1720                          STATION DESCRIPTION
 KY1720
 KY1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1720'1.2 MI W FROM RITTMAN.
 KY1720'ABOUT 1.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1720'FROM THE STATION AT RITTMAN, IN SECTION 10, R 12 W, T 18 N,
 KY1720'112 1/2 FEET SOUTHWEST OF AND ACROSS A DIRT ROAD AND THE TRACK
 KY1720'FROM MILEPOLE 153-5, NEAR THE JUNCTION OF DIRT ROADS, 52 FEET
 KY1720'SOUTH OF AND ACROSS A DIRT ROAD FROM THE SOUTH RAIL OF THE
 KY1720'EASTBOUND TRACK, 26 1/2 FEET WEST OF THE CENTER LINE OF A
 KY1720'DIRT ROAD LEADING SOUTH, 1.2 FEET SOUTHEAST OF A METAL WITNESS
 KY1720'POST, ABOUT LEVEL WITH THE TRACK, SET IN THE TOP OF A
 KY1720'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE LEVEL OF THE GROUND.
 KY1720
 KY1720                          STATION RECOVERY (1971)
 KY1720
 KY1720'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1720'RECOVERED IN GOOD CONDITION.
 KY1720
 KY1720                          STATION RECOVERY (1987)
 KY1720
 KY1720'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1229 ***********************************************************************
 MB1229  DESIGNATION -  F 178
 MB1229  PID         -  MB1229
 MB1229  STATE/COUNTY-  OH/SUMMIT
 MB1229  USGS QUAD   -  AKRON EAST (1964)
 MB1229
 MB1229                         *CURRENT SURVEY CONTROL
 MB1229  ___________________________________________________________________
 MB1229* NAD 83(1986)-  41 02 32.     (N)    081 27 43.     (W)     SCALED    
 MB1229* NAVD 88     -       319.597  (meters)    1048.54   (feet)  ADJUSTED  
 MB1229  ___________________________________________________________________
 MB1229  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MB1229  DYNAMIC HT  -         319.454 (meters)    1048.08  (feet)  COMP
 MB1229  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 MB1229
 MB1229  VERT ORDER  -  FIRST     CLASS II
 MB1229
 MB1229.The horizontal coordinates were scaled from a topographic map and have
 MB1229.an estimated accuracy of +/- 6 seconds.
 MB1229
 MB1229.The orthometric height was determined by differential leveling
 MB1229.and adjusted by the National Geodetic Survey in June 1991..
 MB1229
 MB1229.The geoid height was determined by GEOID03.
 MB1229
 MB1229.The dynamic height is computed by dividing the NAVD 88
 MB1229.geopotential number by the normal gravity value computed on the
 MB1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1229.degrees latitude (g = 980.6199 gals.).
 MB1229
 MB1229.The modeled gravity was interpolated from observed gravity values.
 MB1229
 MB1229;                    North         East    Units  Estimated Accuracy
 MB1229;SPC OH N     -   153,270.      687,270.      MT  (+/- 180 meters Scaled)
 MB1229
 MB1229                          SUPERSEDED SURVEY CONTROL
 MB1229
 MB1229  NGVD 29 (??/??/92)  319.789  (m)         1049.17   (f) ADJ UNCH    1 2
 MB1229
 MB1229.Superseded values are not recommended for survey control.
 MB1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1229.See file dsdata.txt to determine how the superseded data were derived.
 MB1229
 MB1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF611435(NAD 83)
 MB1229_MARKER: DB = BENCH MARK DISK
 MB1229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1229_SP_SET: BUILDING
 MB1229_STAMPING: F 178 1954
 MB1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1229
 MB1229  HISTORY     - Date     Condition        Report By
 MB1229  HISTORY     - 1954     MONUMENTED       CGS
 MB1229  HISTORY     - 1964     GOOD             NGS
 MB1229  HISTORY     - 1971     GOOD             NGS
 MB1229  HISTORY     - 1980     GOOD             LOCSUR
 MB1229  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MB1229
 MB1229                          STATION DESCRIPTION
 MB1229
 MB1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MB1229'AT AKRON.
 MB1229'AT AKRON AIRPORT, ABOUT 110 YARDS EAST OF THE ADMINISTRATION
 MB1229'BUILDING, SET VERTICALLY IN THE WEST FACE OF THE NORTH BRICK
 MB1229'PORTION OF GOODRICH HANGAR (THE FIRST HANGAR EAST OF ADMINISTRATION
 MB1229'BUILDING), 1 FOOT NORTH OF SOUTHWEST CORNER OF NORTH BRICK PORTION
 MB1229'OF HANGAR AND 3 FEET ABOVE CONCRETE APRON.
 MB1229
 MB1229                          STATION RECOVERY (1971)
 MB1229
 MB1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MB1229'RECOVERED IN GOOD CONDITION.
 MB1229
 MB1229                          STATION RECOVERY (1980)
 MB1229
 MB1229'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MB1229'RECOVERED IN GOOD CONDITION.
 MB1229
 MB1229                          STATION RECOVERY (1989)
 MB1229
 MB1229'RECOVERY NOTE BY US POWER SQUADRON 1989 (KM)
 MB1229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1300 ***********************************************************************
 MB1300  DESIGNATION -  F 179
 MB1300  PID         -  MB1300
 MB1300  STATE/COUNTY-  OH/SUMMIT
 MB1300  USGS QUAD   -  AKRON WEST (1994)
 MB1300
 MB1300                         *CURRENT SURVEY CONTROL
 MB1300  ___________________________________________________________________
 MB1300* NAD 83(1986)-  41 01 27.     (N)    081 35 34.     (W)     SCALED    
 MB1300* NAVD 88     -       297.015  (meters)     974.46   (feet)  ADJUSTED  
 MB1300  ___________________________________________________________________
 MB1300  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MB1300  DYNAMIC HT  -         296.883 (meters)     974.02  (feet)  COMP
 MB1300  MODELED GRAV-     980,172.0   (mgal)                       NAVD 88
 MB1300
 MB1300  VERT ORDER  -  FIRST     CLASS II
 MB1300
 MB1300.The horizontal coordinates were scaled from a topographic map and have
 MB1300.an estimated accuracy of +/- 6 seconds.
 MB1300
 MB1300.The orthometric height was determined by differential leveling
 MB1300.and adjusted by the National Geodetic Survey in June 1991..
 MB1300
 MB1300.The geoid height was determined by GEOID03.
 MB1300
 MB1300.The dynamic height is computed by dividing the NAVD 88
 MB1300.geopotential number by the normal gravity value computed on the
 MB1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1300.degrees latitude (g = 980.6199 gals.).
 MB1300
 MB1300.The modeled gravity was interpolated from observed gravity values.
 MB1300
 MB1300;                    North         East    Units  Estimated Accuracy
 MB1300;SPC OH N     -   151,140.      676,300.      MT  (+/- 180 meters Scaled)
 MB1300
 MB1300                          SUPERSEDED SURVEY CONTROL
 MB1300
 MB1300  NGVD 29 (??/??/92)  297.218  (m)          975.12   (f) ADJ UNCH    1 2
 MB1300
 MB1300.Superseded values are not recommended for survey control.
 MB1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1300.See file dsdata.txt to determine how the superseded data were derived.
 MB1300
 MB1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF501416(NAD 83)
 MB1300_MARKER: DD = SURVEY DISK
 MB1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1300_SP_SET: BRIDGE
 MB1300_STAMPING: F 179
 MB1300_MARK LOGO: OH-153
 MB1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1300
 MB1300  HISTORY     - Date     Condition        Report By
 MB1300  HISTORY     - UNK      MONUMENTED       OH-153
 MB1300  HISTORY     - 1954     GOOD             CGS
 MB1300  HISTORY     - 1963     GOOD             CGS
 MB1300  HISTORY     - 20060418 MARK NOT FOUND   GEOCAC
 MB1300
 MB1300                          STATION DESCRIPTION
 MB1300
 MB1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MB1300'AT BARBERTON.
 MB1300'AT BARBERTON, ABOUT 1.05 MILES NORTH ALONG THE BALTIMORE AND OHIO
 MB1300'RAILROAD FROM THE STATION, AT THE CROSSING OF FAIRVIEW AVENUE,
 MB1300'EAST AND ACROSS THE TRACKS FROM JUNCTION OF FAIRVIEW AVENUE AND
 MB1300'COVENTRY ROAD, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 MB1300'ABUTMENT OF FAIRVIEW AVENUE BRIDGE OVER OHIO CANAL, 69 FEET EAST
 MB1300'OF EAST RAIL OF EAST TRACK, 9 1/2 FEET SOUTH OF SOUTH CURB LINE
 MB1300'OF FAIRVIEW AVENUE AND ABOUT LEVEL WITH AVENUE.  NOTE-- FOUND
 MB1300'UNSTAMPED AND ASSIGNED OUR NEXT DESIGNATION.
 MB1300
 MB1300                          STATION RECOVERY (1963)
 MB1300
 MB1300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MB1300'RECOVERED IN GOOD CONDITION.
 MB1300
 MB1300                          STATION RECOVERY (2006)
 MB1300
 MB1300'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1300'THE BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0746 ***********************************************************************
 MC0746  DESIGNATION -  F 18
 MC0746  PID         -  MC0746
 MC0746  STATE/COUNTY-  OH/FULTON
 MC0746  USGS QUAD   -  SWANTON (1971)
 MC0746
 MC0746                         *CURRENT SURVEY CONTROL
 MC0746  ___________________________________________________________________
 MC0746* NAD 83(1986)-  41 35 19.     (N)    083 53 22.     (W)     SCALED    
 MC0746* NAVD 88     -       208.434  (meters)     683.84   (feet)  ADJUSTED  
 MC0746  ___________________________________________________________________
 MC0746  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC0746  DYNAMIC HT  -         208.348 (meters)     683.56  (feet)  COMP
 MC0746  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 MC0746
 MC0746  VERT ORDER  -  SECOND    CLASS 0
 MC0746
 MC0746.The horizontal coordinates were scaled from a topographic map and have
 MC0746.an estimated accuracy of +/- 6 seconds.
 MC0746
 MC0746.The orthometric height was determined by differential leveling
 MC0746.and adjusted by the National Geodetic Survey in June 1991..
 MC0746
 MC0746.The geoid height was determined by GEOID03.
 MC0746
 MC0746.The dynamic height is computed by dividing the NAVD 88
 MC0746.geopotential number by the normal gravity value computed on the
 MC0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0746.degrees latitude (g = 980.6199 gals.).
 MC0746
 MC0746.The modeled gravity was interpolated from observed gravity values.
 MC0746
 MC0746;                    North         East    Units  Estimated Accuracy
 MC0746;SPC OH N     -   214,350.      484,150.      MT  (+/- 180 meters Scaled)
 MC0746
 MC0746                          SUPERSEDED SURVEY CONTROL
 MC0746
 MC0746  NGVD 29 (??/??/92)  208.622  (m)          684.45   (f) ADJ UNCH    2 0
 MC0746
 MC0746.Superseded values are not recommended for survey control.
 MC0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0746.See file dsdata.txt to determine how the superseded data were derived.
 MC0746
 MC0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG591081(NAD 83)
 MC0746_MARKER: DB = BENCH MARK DISK
 MC0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0746_STAMPING: F 18 1934
 MC0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0746+STABILITY: SURFACE MOTION
 MC0746
 MC0746  HISTORY     - Date     Condition        Report By
 MC0746  HISTORY     - 1934     MONUMENTED       CGS
 MC0746  HISTORY     - 1960     MARK NOT FOUND   NGS
 MC0746  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MC0746
 MC0746                          STATION DESCRIPTION
 MC0746
 MC0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MC0746'AT SWANTON.
 MC0746'AT SWANTON, FULTON COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MC0746'82.3 FEET EAST OF THE EAST END OF THE STATION, 51 FEET SOUTH
 MC0746'OF THE SOUTH EDGE OF THE BRICK PAVEMENT OF BROADWAY, 35.5 FEET
 MC0746'NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TOP OF THE RAIL.
 MC0746'A STANDARD DISK, STAMPED F 18 1934 AND SET IN THE TOP OF A
 MC0746'CONCRETE POST.
 MC0746
 MC0746                          STATION RECOVERY (1987)
 MC0746
 MC0746'RECOVERY NOTE BY US POWER SQUADRON 1987 (CS)
 MC0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1555 ***********************************************************************
 KY1555  DESIGNATION -  F 180
 KY1555  PID         -  KY1555
 KY1555  STATE/COUNTY-  OH/TUSCARAWAS
 KY1555  USGS QUAD   -  NEWCOMERSTOWN (1994)
 KY1555
 KY1555                         *CURRENT SURVEY CONTROL
 KY1555  ___________________________________________________________________
 KY1555* NAD 83(1986)-  40 20 14.     (N)    081 30 25.     (W)     SCALED    
 KY1555* NAVD 88     -       249.071  (meters)     817.16   (feet)  ADJUSTED  
 KY1555  ___________________________________________________________________
 KY1555  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KY1555  DYNAMIC HT  -         248.945 (meters)     816.75  (feet)  COMP
 KY1555  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 KY1555
 KY1555  VERT ORDER  -  FIRST     CLASS II
 KY1555
 KY1555.The horizontal coordinates were scaled from a topographic map and have
 KY1555.an estimated accuracy of +/- 6 seconds.
 KY1555
 KY1555.The orthometric height was determined by differential leveling
 KY1555.and adjusted by the National Geodetic Survey in June 1991..
 KY1555
 KY1555.The geoid height was determined by GEOID03.
 KY1555
 KY1555.The dynamic height is computed by dividing the NAVD 88
 KY1555.geopotential number by the normal gravity value computed on the
 KY1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1555.degrees latitude (g = 980.6199 gals.).
 KY1555
 KY1555.The modeled gravity was interpolated from observed gravity values.
 KY1555
 KY1555;                    North         East    Units  Estimated Accuracy
 KY1555;SPC OH N     -    74,940.      684,380.      MT  (+/- 180 meters Scaled)
 KY1555
 KY1555                          SUPERSEDED SURVEY CONTROL
 KY1555
 KY1555  NGVD 29 (??/??/92)  249.281  (m)          817.85   (f) ADJ UNCH    1 2
 KY1555
 KY1555.Superseded values are not recommended for survey control.
 KY1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1555.See file dsdata.txt to determine how the superseded data were derived.
 KY1555
 KY1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME569653(NAD 83)
 KY1555_MARKER: DB = BENCH MARK DISK
 KY1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1555_STAMPING: F 180 1954
 KY1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1555+STABILITY: SURFACE MOTION
 KY1555
 KY1555  HISTORY     - Date     Condition        Report By
 KY1555  HISTORY     - 1954     MONUMENTED       CGS
 KY1555
 KY1555                          STATION DESCRIPTION
 KY1555
 KY1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1555'0.8 MI NE FROM PORT WASHINGTON.
 KY1555'0.8 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1555'STATION AT PORT WASHINGTON, AT A BLACK TOP ROAD CROSSING (THE
 KY1555'EXTENSION OF COUNTY ROAD NO. 24 LEADING NORTHWEST), ABOUT 0.15
 KY1555'MILE SOUTHEAST ALONG BLACK TOP ROAD FROM JUNCTION OF U.S. HIGHWAY
 KY1555'36 AND COUNTY ROAD 24, 34 FEET NORTHWEST OF NORTHWEST RAIL OF
 KY1555'NORTHWEST TRACK, 47 FEET WEST OF CENTER OF CROSSING OF ROAD AND
 KY1555'NORTHWEST TRACK, 38 FEET SOUTHWEST OF CENTER LINE OF ROAD, 23
 KY1555'FEET NORTH-NORTHEAST OF MILE POST 101, 21 FEET NORTHEAST OF A
 KY1555'TELEPHONE POLE AND IN LINE WITH ROW OF POLES, 18 FEET NORTHWEST OF
 KY1555'NORTHWEST RAIL OF A SIDE TRACK, 2 FEET SOUTHWEST OF A WHITE WOODEN
 KY1555'WITNESS POST, ABOUT 9 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 KY1555'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0670 ***********************************************************************
 MC0670  DESIGNATION -  F 181
 MC0670  PID         -  MC0670
 MC0670  STATE/COUNTY-  OH/WOOD
 MC0670  USGS QUAD   -  MAUMEE (1994)
 MC0670
 MC0670                         *CURRENT SURVEY CONTROL
 MC0670  ___________________________________________________________________
 MC0670* NAD 83(1986)-  41 31 12.     (N)    083 39 45.     (W)     SCALED    
 MC0670* NAVD 88     -       197.318  (meters)     647.37   (feet)  ADJUSTED  
 MC0670  ___________________________________________________________________
 MC0670  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC0670  DYNAMIC HT  -         197.239 (meters)     647.11  (feet)  COMP
 MC0670  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 MC0670
 MC0670  VERT ORDER  -  FIRST     CLASS I
 MC0670
 MC0670.The horizontal coordinates were scaled from a topographic map and have
 MC0670.an estimated accuracy of +/- 6 seconds.
 MC0670
 MC0670.The orthometric height was determined by differential leveling
 MC0670.and adjusted by the National Geodetic Survey in January 1994..
 MC0670
 MC0670.The geoid height was determined by GEOID03.
 MC0670
 MC0670.The dynamic height is computed by dividing the NAVD 88
 MC0670.geopotential number by the normal gravity value computed on the
 MC0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0670.degrees latitude (g = 980.6199 gals.).
 MC0670
 MC0670.The modeled gravity was interpolated from observed gravity values.
 MC0670
 MC0670;                    North         East    Units  Estimated Accuracy
 MC0670;SPC OH N     -   206,460.      502,970.      MT  (+/- 180 meters Scaled)
 MC0670
 MC0670                          SUPERSEDED SURVEY CONTROL
 MC0670
 MC0670  NAVD 88 (06/15/91)  197.322  (m)          647.38   (f) UNKNOWN     1 1
 MC0670  NGVD 29 (??/??/92)  197.515  (m)          648.01   (f) ADJ UNCH    1 1
 MC0670
 MC0670.Superseded values are not recommended for survey control.
 MC0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0670.See file dsdata.txt to determine how the superseded data were derived.
 MC0670
 MC0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF778999(NAD 83)
 MC0670_MARKER: DB = BENCH MARK DISK
 MC0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0670_SP_SET: CONCRETE POST
 MC0670_STAMPING: F 181 1954
 MC0670_MARK LOGO: CGS   
 MC0670_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0670+STABILITY: SURFACE MOTION
 MC0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0670+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0670
 MC0670  HISTORY     - Date     Condition        Report By
 MC0670  HISTORY     - 1954     MONUMENTED       CGS
 MC0670  HISTORY     - 1968     GOOD             NGS
 MC0670  HISTORY     - 19930715 GOOD             NGS
 MC0670
 MC0670                          STATION DESCRIPTION
 MC0670
 MC0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0670'3.3 MI SW FROM PERRYSBURG.
 MC0670'ABOUT 3.3 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0670'FROM THE STATION AT PERRYSBURG ROAD, ABOUT 0.2 MILE SOUTHWEST OF
 MC0670'THE CROSSING OF ROACHTON ROAD, 88 1/2 FEET NORTHWEST OF AND
 MC0670'ACROSS THE TRACK FROM MILEPOLE 189-26, 46.1 FEET NORTHWEST OF
 MC0670'THE NORTHWEST RAIL, 1 1/2 FEET SOUTHEAST OF A FENCE LINE, 1.7
 MC0670'FEET NORTHEAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL
 MC0670'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MC0670'4 INCHES ABOVE THE LEVEL OF THE GROUND.
 MC0670
 MC0670                          STATION RECOVERY (1993)
 MC0670
 MC0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0670'6.9 KM (4.30 MI) NORTHEASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM
 MC0670'THE JUNCTION OF STATE HIGHWAY 64 IN HASKINS, 27.0 M (88.6 FT)
 MC0670'NORTHWEST OF A UTILITY POLE (RAILROAD MILEPOST 189-26), 14.1 M (46.3
 MC0670'FT) NORTHWEST OF THE NEAR RAIL, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 MC0670'TRACK, 0.7 M (2.3 FT) SOUTHWEST OF A WITNESS POST, 0.2 M (0.7 FT)
 MC0670'SOUTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.05
 MC0670'M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0732 ***********************************************************************
 MC0732  DESIGNATION -  F 182
 MC0732  PID         -  MC0732
 MC0732  STATE/COUNTY-  OH/LUCAS
 MC0732  USGS QUAD   -  TOLEDO (1980)
 MC0732
 MC0732                         *CURRENT SURVEY CONTROL
 MC0732  ___________________________________________________________________
 MC0732* NAD 83(1986)-  41 41 14.     (N)    083 31 20.     (W)     SCALED    
 MC0732* NAVD 88     -       182.641  (meters)     599.21   (feet)  ADJUSTED  
 MC0732  ___________________________________________________________________
 MC0732  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0732  DYNAMIC HT  -         182.571 (meters)     598.99  (feet)  COMP
 MC0732  MODELED GRAV-     980,235.8   (mgal)                       NAVD 88
 MC0732
 MC0732  VERT ORDER  -  FIRST     CLASS I
 MC0732
 MC0732.The horizontal coordinates were scaled from a topographic map and have
 MC0732.an estimated accuracy of +/- 6 seconds.
 MC0732
 MC0732.The orthometric height was determined by differential leveling
 MC0732.and adjusted by the National Geodetic Survey in January 1994..
 MC0732.WARNING-Repeat measurements at this control monument indicate possible
 MC0732.vertical movement.
 MC0732
 MC0732.The geoid height was determined by GEOID03.
 MC0732
 MC0732.The dynamic height is computed by dividing the NAVD 88
 MC0732.geopotential number by the normal gravity value computed on the
 MC0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0732.degrees latitude (g = 980.6199 gals.).
 MC0732
 MC0732.The modeled gravity was interpolated from observed gravity values.
 MC0732
 MC0732;                    North         East    Units  Estimated Accuracy
 MC0732;SPC OH N     -   224,880.      514,900.      MT  (+/- 180 meters Scaled)
 MC0732
 MC0732                          SUPERSEDED SURVEY CONTROL
 MC0732
 MC0732  NAVD 88 (06/15/91)  182.637  (m)          599.20   (f) UNKNOWN     1 1
 MC0732  NGVD 29 (??/??/92)  182.825  (m)          599.82   (f) ADJ UNCH    1 1
 MC0732
 MC0732.Superseded values are not recommended for survey control.
 MC0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0732.See file dsdata.txt to determine how the superseded data were derived.
 MC0732
 MC0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG900181(NAD 83)
 MC0732_MARKER: DB = BENCH MARK DISK
 MC0732_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MC0732_SP_SET: BUILDING
 MC0732_STAMPING: F 182 1954
 MC0732_MARK LOGO: CGS   
 MC0732_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0732+STABILITY: POSITION/ELEVATION WELL
 MC0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0732+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0732
 MC0732  HISTORY     - Date     Condition        Report By
 MC0732  HISTORY     - 1954     MONUMENTED       CGS
 MC0732  HISTORY     - 1968     GOOD             NGS
 MC0732  HISTORY     - 1983     GOOD             LOCSUR
 MC0732  HISTORY     - 1985     GOOD             USPSQD
 MC0732  HISTORY     - 1987     GOOD             USPSQD
 MC0732  HISTORY     - 1987     GOOD             USPSQD
 MC0732  HISTORY     - 1988     GOOD             USPSQD
 MC0732  HISTORY     - 19930715 GOOD             NGS
 MC0732
 MC0732                          STATION DESCRIPTION
 MC0732
 MC0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0732'AT TOLEDO.
 MC0732'AT TOLEDO, 0.2 MILE EAST ALONG MANHATTAN BLVD FROM THE INTERSECTION
 MC0732'OF STICKNEY AVENUE, AT THE NORTHWEST CORNER OF THE INTERSECTION
 MC0732'OF THE BLVD AND BRIGHAM STREET, SET VERTICALLY IN THE SOUTH
 MC0732'FACE OF THE SOUTHEAST CORNER OF THE HAMILTON SCHOOL BUILDING,
 MC0732'93 1/2 FEET NORTH OF THE NORTH CURB OF THE BLVD, 1.4 FEET WEST OF
 MC0732'THE SOUTHWEST CORNER OF THE BUILDING, 3.7 FEET ABOVE THE LEVEL
 MC0732'OF THE GROUND AND ABOUT 5 FEET ABOVE THE LEVEL OF THE BLVD.
 MC0732
 MC0732                          STATION RECOVERY (1983)
 MC0732
 MC0732'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0732'RECOVERED IN GOOD CONDITION.
 MC0732
 MC0732                          STATION RECOVERY (1985)
 MC0732
 MC0732'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0732'AS REPORTED IN 1983 SCHOOL NOW CALLED EMORY L. LEVERETTE SCHOOL.
 MC0732
 MC0732                          STATION RECOVERY (1987)
 MC0732
 MC0732'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0732'RECOVERED IN GOOD CONDITION.
 MC0732
 MC0732                          STATION RECOVERY (1987)
 MC0732
 MC0732'RECOVERY NOTE BY US POWER SQUADRON 1987 (RS)
 MC0732'RECOVERED IN GOOD CONDITION.
 MC0732
 MC0732                          STATION RECOVERY (1988)
 MC0732
 MC0732'RECOVERY NOTE BY US POWER SQUADRON 1988 (PAS)
 MC0732'RECOVERED IN GOOD CONDITION.
 MC0732
 MC0732                          STATION RECOVERY (1993)
 MC0732
 MC0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0732'IN TOLEDO, AT THE INTERSECTION OF MANHATTAN BOULEVARD AND BRIGHAM
 MC0732'STREET, SET VERTICALLY IN THE SOUTH FACE OF THE EMORY L LEVERETTE
 MC0732'JUNIOR HIGH SCHOOL, 35.3 M (115.8 FT) WEST OF THE EXTENDED CENTER OF
 MC0732'THE STREET, 31.1 M (102.0 FT) NORTH OF THE CENTERLINE OF THE
 MC0732'WESTBOUND LANES OF THE BOULEVARD, 1.1 M (3.6 FT) ABOVE THE GROUND
 MC0732'SURFACE, AND 0.4 M (1.3 FT) WEST OF THE SOUTHEAST CORNER OF THE
 MC0732'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1445 ***********************************************************************
 JX1445  DESIGNATION -  F 183
 JX1445  PID         -  JX1445
 JX1445  STATE/COUNTY-  OH/MUSKINGUM
 JX1445  USGS QUAD   -  NEW CONCORD (1994)
 JX1445
 JX1445                         *CURRENT SURVEY CONTROL
 JX1445  ___________________________________________________________________
 JX1445* NAD 83(1986)-  39 59 37.     (N)    081 43 30.     (W)     SCALED    
 JX1445* NAVD 88     -       254.995  (meters)     836.60   (feet)  ADJUSTED  
 JX1445  ___________________________________________________________________
 JX1445  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JX1445  DYNAMIC HT  -         254.856 (meters)     836.14  (feet)  COMP
 JX1445  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 JX1445
 JX1445  VERT ORDER  -  FIRST     CLASS II
 JX1445
 JX1445.The horizontal coordinates were scaled from a topographic map and have
 JX1445.an estimated accuracy of +/- 6 seconds.
 JX1445
 JX1445.The orthometric height was determined by differential leveling
 JX1445.and adjusted by the National Geodetic Survey in June 1991..
 JX1445
 JX1445.The geoid height was determined by GEOID03.
 JX1445
 JX1445.The dynamic height is computed by dividing the NAVD 88
 JX1445.geopotential number by the normal gravity value computed on the
 JX1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1445.degrees latitude (g = 980.6199 gals.).
 JX1445
 JX1445.The modeled gravity was interpolated from observed gravity values.
 JX1445
 JX1445;                    North         East    Units  Estimated Accuracy
 JX1445;SPC OH S     -   221,610.      666,190.      MT  (+/- 180 meters Scaled)
 JX1445
 JX1445                          SUPERSEDED SURVEY CONTROL
 JX1445
 JX1445  NGVD 29 (??/??/92)  255.219  (m)          837.33   (f) ADJ UNCH    1 2
 JX1445
 JX1445.Superseded values are not recommended for survey control.
 JX1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1445.See file dsdata.txt to determine how the superseded data were derived.
 JX1445
 JX1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME381273(NAD 83)
 JX1445_MARKER: DB = BENCH MARK DISK
 JX1445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1445_SP_SET: STEP
 JX1445_STAMPING: F 183 1954
 JX1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1445
 JX1445  HISTORY     - Date     Condition        Report By
 JX1445  HISTORY     - 1954     MONUMENTED       CGS
 JX1445
 JX1445                          STATION DESCRIPTION
 JX1445
 JX1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1445'0.6 MI E FROM NEW CONCORD.
 JX1445'0.65 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1445'STATION AT NEW CONCORD, 15 YARDS WEST OF MILE POST 60, 36 YARDS
 JX1445'WEST OF OVERPASS OF A COUNTY ROAD OVER THE TRACKS, AT THE
 JX1445'GUERNSEY-MUSKINGUM COUNTY LINE, IN THE TOP OF THE FIRST STEP
 JX1445'DOWN FROM TOP OF SOUTH END OF EAST CONCRETE AND STONE ABUTMENT
 JX1445'OF RAILROAD BRIDGE OVER NORTH CROOKED CREEK, 10 1/2 FEET SOUTH OF
 JX1445'SOUTH RAIL AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1416 ***********************************************************************
 JX1416  DESIGNATION -  F 184
 JX1416  PID         -  JX1416
 JX1416  STATE/COUNTY-  OH/MUSKINGUM
 JX1416  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX1416
 JX1416                         *CURRENT SURVEY CONTROL
 JX1416  ___________________________________________________________________
 JX1416* NAD 83(1986)-  39 58 46.     (N)    081 55 25.     (W)     SCALED    
 JX1416* NAVD 88     -       243.289  (meters)     798.19   (feet)  ADJUSTED  
 JX1416  ___________________________________________________________________
 JX1416  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX1416  DYNAMIC HT  -         243.158 (meters)     797.76  (feet)  COMP
 JX1416  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 JX1416
 JX1416  VERT ORDER  -  FIRST     CLASS II
 JX1416
 JX1416.The horizontal coordinates were scaled from a topographic map and have
 JX1416.an estimated accuracy of +/- 6 seconds.
 JX1416
 JX1416.The orthometric height was determined by differential leveling
 JX1416.and adjusted by the National Geodetic Survey in June 1991..
 JX1416
 JX1416.The geoid height was determined by GEOID03.
 JX1416
 JX1416.The dynamic height is computed by dividing the NAVD 88
 JX1416.geopotential number by the normal gravity value computed on the
 JX1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1416.degrees latitude (g = 980.6199 gals.).
 JX1416
 JX1416.The modeled gravity was interpolated from observed gravity values.
 JX1416
 JX1416;                    North         East    Units  Estimated Accuracy
 JX1416;SPC OH S     -   219,910.      649,230.      MT  (+/- 180 meters Scaled)
 JX1416
 JX1416                          SUPERSEDED SURVEY CONTROL
 JX1416
 JX1416  NGVD 29 (??/??/92)  243.513  (m)          798.93   (f) ADJ UNCH    1 2
 JX1416
 JX1416.Superseded values are not recommended for survey control.
 JX1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1416.See file dsdata.txt to determine how the superseded data were derived.
 JX1416
 JX1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME211258(NAD 83)
 JX1416_MARKER: DB = BENCH MARK DISK
 JX1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1416_STAMPING: F 184 1954
 JX1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1416+STABILITY: SURFACE MOTION
 JX1416
 JX1416  HISTORY     - Date     Condition        Report By
 JX1416  HISTORY     - 1954     MONUMENTED       CGS
 JX1416
 JX1416                          STATION DESCRIPTION
 JX1416
 JX1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1416'6.1 MI NE FROM ZANESVILLE.
 JX1416'6.1 MILES NORTHEAST AND EAST ALONG THE BALTIMORE AND OHIO
 JX1416'RAILROAD FROM THE STATION AT ZANESVILLE, AT A BLACK TOP ROAD
 JX1416'CROSSING, NEAR TELEPHONE POLE NO. 72/14, 228 FEET NORTH OF NORTH
 JX1416'RAIL, 17 FEET EAST OF CENTER LINE OF ROAD AND BETWEEN ROAD
 JX1416'AND A GOLF COURSE, 37 FEET NORTH OF CENTER LINE OF A TRAIL
 JX1416'LEADING EAST, 11 1/2 FEET NORTH OF A 24-INCH CATALPA TREE,
 JX1416'ABOUT 1 FOOT ABOVE LEVEL OF ROAD ABOUT 6 FEET BELOW LEVEL OF
 JX1416'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0068 ***********************************************************************
 JY0068  DESIGNATION -  F 185
 JY0068  PID         -  JY0068
 JY0068  STATE/COUNTY-  OH/MUSKINGUM
 JY0068  USGS QUAD   -  CROOKSVILLE (1994)
 JY0068
 JY0068                         *CURRENT SURVEY CONTROL
 JY0068  ___________________________________________________________________
 JY0068* NAD 83(1986)-  39 52 17.     (N)    082 05 52.     (W)     SCALED    
 JY0068* NAVD 88     -       221.309  (meters)     726.08   (feet)  ADJUSTED  
 JY0068  ___________________________________________________________________
 JY0068  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JY0068  DYNAMIC HT  -         221.187 (meters)     725.68  (feet)  COMP
 JY0068  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 JY0068
 JY0068  VERT ORDER  -  FIRST     CLASS II
 JY0068
 JY0068.The horizontal coordinates were scaled from a topographic map and have
 JY0068.an estimated accuracy of +/- 6 seconds.
 JY0068
 JY0068.The orthometric height was determined by differential leveling
 JY0068.and adjusted by the National Geodetic Survey in June 1991..
 JY0068
 JY0068.The geoid height was determined by GEOID03.
 JY0068
 JY0068.The dynamic height is computed by dividing the NAVD 88
 JY0068.geopotential number by the normal gravity value computed on the
 JY0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0068.degrees latitude (g = 980.6199 gals.).
 JY0068
 JY0068.The modeled gravity was interpolated from observed gravity values.
 JY0068
 JY0068;                    North         East    Units  Estimated Accuracy
 JY0068;SPC OH S     -   207,830.      634,410.      MT  (+/- 180 meters Scaled)
 JY0068
 JY0068                          SUPERSEDED SURVEY CONTROL
 JY0068
 JY0068  NGVD 29 (??/??/92)  221.527  (m)          726.79   (f) ADJ UNCH    1 2
 JY0068
 JY0068.Superseded values are not recommended for survey control.
 JY0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0068.See file dsdata.txt to determine how the superseded data were derived.
 JY0068
 JY0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME061140(NAD 83)
 JY0068_MARKER: DB = BENCH MARK DISK
 JY0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0068_SP_SET: ABUTMENT
 JY0068_STAMPING: F 185 1954
 JY0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY0068+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 JY0068
 JY0068  HISTORY     - Date     Condition        Report By
 JY0068  HISTORY     - 1954     MONUMENTED       CGS
 JY0068  HISTORY     - 20060913 GOOD             OH-119
 JY0068
 JY0068                          STATION DESCRIPTION
 JY0068
 JY0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0068'2.2 MI NE FROM EAST FULTONHAM.
 JY0068'2.25 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JY0068'THE STATION AT EAST FULTONHAM, AT WHITE COTTAGE, ABOUT 190
 JY0068'YARDS NORTHWEST ALONG A BLACK TOP ROAD FROM ITS CROSSING WITH
 JY0068'THE TRACK, ABOUT 50 YARDS WEST OF WEST CORNER OF GRADE SCHOOL
 JY0068'AT WHITE COTTAGE, ABOUT 65 YARDS SOUTHEAST OF CENTER LINE OF
 JY0068'U.S. HIGHWAY 22, IN THE TOP OF THE EAST END OF EAST WING WALL
 JY0068'OF SOUTHEAST CONCRETE ABUTMENT OF A 60-FOOT STEEL BRIDGE OVER
 JY0068'KENT FORK, 17 FEET NORTHEAST OF CENTER LINE OF ROAD AND ABOUT
 JY0068'2 FEET BELOW LEVEL OF ROAD.
 JY0068
 JY0068                          STATION RECOVERY (2006)
 JY0068
 JY0068'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 2006 (DPS)
 JY0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1526 ***********************************************************************
 KY1526  DESIGNATION -  F 186
 KY1526  PID         -  KY1526
 KY1526  STATE/COUNTY-  OH/GUERNSEY
 KY1526  USGS QUAD   -  KIMBOLTON (1994)
 KY1526
 KY1526                         *CURRENT SURVEY CONTROL
 KY1526  ___________________________________________________________________
 KY1526* NAD 83(1986)-  40 08 03.     (N)    081 34 15.     (W)     SCALED    
 KY1526* NAVD 88     -       237.321  (meters)     778.61   (feet)  ADJUSTED  
 KY1526  ___________________________________________________________________
 KY1526  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KY1526  DYNAMIC HT  -         237.193 (meters)     778.19  (feet)  COMP
 KY1526  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 KY1526
 KY1526  VERT ORDER  -  FIRST     CLASS II
 KY1526
 KY1526.The horizontal coordinates were scaled from a topographic map and have
 KY1526.an estimated accuracy of +/- 6 seconds.
 KY1526
 KY1526.The orthometric height was determined by differential leveling
 KY1526.and adjusted by the National Geodetic Survey in June 1991..
 KY1526
 KY1526.The geoid height was determined by GEOID03.
 KY1526
 KY1526.The dynamic height is computed by dividing the NAVD 88
 KY1526.geopotential number by the normal gravity value computed on the
 KY1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1526.degrees latitude (g = 980.6199 gals.).
 KY1526
 KY1526.The modeled gravity was interpolated from observed gravity values.
 KY1526
 KY1526;                    North         East    Units  Estimated Accuracy
 KY1526;SPC OH S     -   237,340.      679,190.      MT  (+/- 180 meters Scaled)
 KY1526
 KY1526                          SUPERSEDED SURVEY CONTROL
 KY1526
 KY1526  NGVD 29 (??/??/92)  237.536  (m)          779.32   (f) ADJ UNCH    1 2
 KY1526
 KY1526.Superseded values are not recommended for survey control.
 KY1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1526.See file dsdata.txt to determine how the superseded data were derived.
 KY1526
 KY1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME513428(NAD 83)
 KY1526_MARKER: DB = BENCH MARK DISK
 KY1526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1526_SP_SET: BRIDGE
 KY1526_STAMPING: F 186 1954
 KY1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1526
 KY1526  HISTORY     - Date     Condition        Report By
 KY1526  HISTORY     - 1954     MONUMENTED       CGS
 KY1526
 KY1526                          STATION DESCRIPTION
 KY1526
 KY1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1526'9.3 MI N FROM CAMBRIDGE.
 KY1526'9.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1526'BALTIMORE AND OHIO RAILROAD STATION AT CAMBRIDGE, ABOUT 5 POLES
 KY1526'(0.15 MILE) NORTHEAST OF MILE POST 67, IN THE TOP OF THE
 KY1526'NORTHWEST END OF THE NORTHEAST BRIDGE SEAT OF RAILROAD BRIDGE
 KY1526'NO. 67/14 OVER WILLS CREEK, 14 1/2 FEET NORTHWEST OF NORTHWEST
 KY1526'RAIL AND ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0736 ***********************************************************************
 JY0736  DESIGNATION -  F 188
 JY0736  PID         -  JY0736
 JY0736  STATE/COUNTY-  OH/FRANKLIN
 JY0736  USGS QUAD   -  LOCKBOURNE (1992)
 JY0736
 JY0736                         *CURRENT SURVEY CONTROL
 JY0736  ___________________________________________________________________
 JY0736* NAD 83(1986)-  39 48 39.     (N)    082 57 53.     (W)     SCALED    
 JY0736* NAVD 88     -       216.223  (meters)     709.39   (feet)  ADJUSTED  
 JY0736  ___________________________________________________________________
 JY0736  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JY0736  DYNAMIC HT  -         216.099 (meters)     708.98  (feet)  COMP
 JY0736  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 JY0736
 JY0736  VERT ORDER  -  FIRST     CLASS I
 JY0736
 JY0736.The horizontal coordinates were scaled from a topographic map and have
 JY0736.an estimated accuracy of +/- 6 seconds.
 JY0736
 JY0736.The orthometric height was determined by differential leveling
 JY0736.and adjusted by the National Geodetic Survey in June 1991..
 JY0736
 JY0736.The geoid height was determined by GEOID03.
 JY0736
 JY0736.The dynamic height is computed by dividing the NAVD 88
 JY0736.geopotential number by the normal gravity value computed on the
 JY0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0736.degrees latitude (g = 980.6199 gals.).
 JY0736
 JY0736.The modeled gravity was interpolated from observed gravity values.
 JY0736
 JY0736;                    North         East    Units  Estimated Accuracy
 JY0736;SPC OH S     -   201,130.      560,210.      MT  (+/- 180 meters Scaled)
 JY0736
 JY0736                          SUPERSEDED SURVEY CONTROL
 JY0736
 JY0736  NGVD 29 (??/??/92)  216.397  (m)          709.96   (f) ADJ UNCH    1 1
 JY0736
 JY0736.Superseded values are not recommended for survey control.
 JY0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0736.See file dsdata.txt to determine how the superseded data were derived.
 JY0736
 JY0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE318086(NAD 83)
 JY0736_MARKER: DB = BENCH MARK DISK
 JY0736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0736_SP_SET: ABUTMENT
 JY0736_STAMPING: F 188 1954
 JY0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0736
 JY0736  HISTORY     - Date     Condition        Report By
 JY0736  HISTORY     - 1954     MONUMENTED       CGS
 JY0736  HISTORY     - 1972     GOOD             LOCSUR
 JY0736
 JY0736                          STATION DESCRIPTION
 JY0736
 JY0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0736'AT LOCKBOURNE.
 JY0736'AT LOCKBOURNE, AT THE OVERPASS OF NORFOLK AND WESTERN RAILWAY
 JY0736'FROM CANAL ROAD (OVERPASS NO. 1139A), SET VERTICALLY IN THE
 JY0736'NORTH STONE FACE OF SOUTH CONCRETE AND STONE ABUTMENT, 10 3/4
 JY0736'FEET WEST OF EAST END OF ABUTMENT, 26 FEET SOUTH OF CENTER LINE
 JY0736'OF ROAD, ABOUT 2 1/2 FEET ABOVE GROUND AND ABOUT 10 FEET BELOW
 JY0736'LEVEL OF TRACK.
 JY0736
 JY0736                          STATION RECOVERY (1972)
 JY0736
 JY0736'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 JY0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0709 ***********************************************************************
 JY0709  DESIGNATION -  F 189
 JY0709  PID         -  JY0709
 JY0709  STATE/COUNTY-  OH/FRANKLIN
 JY0709  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0709
 JY0709                         *CURRENT SURVEY CONTROL
 JY0709  ___________________________________________________________________
 JY0709* NAD 83(1986)-  39 55 21.     (N)    082 59 25.     (W)     SCALED    
 JY0709* NAVD 88     -       224.778  (meters)     737.46   (feet)  ADJUSTED  
 JY0709  ___________________________________________________________________
 JY0709  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JY0709  DYNAMIC HT  -         224.652 (meters)     737.05  (feet)  COMP
 JY0709  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 JY0709
 JY0709  VERT ORDER  -  FIRST     CLASS I
 JY0709
 JY0709.The horizontal coordinates were scaled from a topographic map and have
 JY0709.an estimated accuracy of +/- 6 seconds.
 JY0709
 JY0709.The orthometric height was determined by differential leveling
 JY0709.and adjusted by the National Geodetic Survey in June 1991..
 JY0709.WARNING-Repeat measurements at this control monument indicate possible
 JY0709.vertical movement.
 JY0709
 JY0709.The geoid height was determined by GEOID03.
 JY0709
 JY0709.The dynamic height is computed by dividing the NAVD 88
 JY0709.geopotential number by the normal gravity value computed on the
 JY0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0709.degrees latitude (g = 980.6199 gals.).
 JY0709
 JY0709.The modeled gravity was interpolated from observed gravity values.
 JY0709
 JY0709;                    North         East    Units  Estimated Accuracy
 JY0709;SPC OH S     -   213,540.      558,090.      MT  (+/- 180 meters Scaled)
 JY0709
 JY0709                          SUPERSEDED SURVEY CONTROL
 JY0709
 JY0709  NGVD 29 (??/??/92)  224.963  (m)          738.07   (f) ADJ UNCH    1 1
 JY0709
 JY0709.Superseded values are not recommended for survey control.
 JY0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0709.See file dsdata.txt to determine how the superseded data were derived.
 JY0709
 JY0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE299210(NAD 83)
 JY0709_MARKER: DB = BENCH MARK DISK
 JY0709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0709_SP_SET: WINDOW SILL
 JY0709_STAMPING: F 189 1954
 JY0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0709
 JY0709  HISTORY     - Date     Condition        Report By
 JY0709  HISTORY     - 1954     MONUMENTED       CGS
 JY0709  HISTORY     - 1967     GOOD             NGS
 JY0709
 JY0709                          STATION DESCRIPTION
 JY0709
 JY0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0709'AT COLUMBUS.
 JY0709'AT COLUMBUS, ABOUT 2.2 MILES SOUTH ALONG SOUTH HIGH STREET FROM
 JY0709'THE COURTHOUSE, THENCE 0.3 MILE EAST ALONG HOSACK STREET, ABOUT
 JY0709'MIDWAY BETWEEN SOUTH SIXTH STREET AND BRUCK STREET, SET VERTICALLY
 JY0709'IN THE NORTH FACE OF THE WINDOW SILL OF THE FIRST WINDOW WEST OF
 JY0709'THE NORTH ENTRANCE TO A TWO-STORIED LONG CONCRETE BLOCK BUILDING,
 JY0709'15 FEET SOUTH OF THE SOUTH CURB OF HASOCK STREET, 4.5 FEET WEST
 JY0709'OF THE WEST EDGE OF THE ENTRANCE TO BUILDING AND 3.2 FEET ABOVE
 JY0709'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0381 ***********************************************************************
 MC0381  DESIGNATION -  F 19
 MC0381  PID         -  MC0381
 MC0381  STATE/COUNTY-  OH/OTTAWA
 MC0381  USGS QUAD   -  OAK HARBOR (1980)
 MC0381
 MC0381                         *CURRENT SURVEY CONTROL
 MC0381  ___________________________________________________________________
 MC0381* NAD 83(1986)-  41 31 32.     (N)    083 10 27.     (W)     SCALED    
 MC0381* NAVD 88     -       180.651  (meters)     592.69   (feet)  ADJUSTED  
 MC0381  ___________________________________________________________________
 MC0381  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 MC0381  DYNAMIC HT  -         180.578 (meters)     592.45  (feet)  COMP
 MC0381  MODELED GRAV-     980,212.8   (mgal)                       NAVD 88
 MC0381
 MC0381  VERT ORDER  -  SECOND    CLASS 0
 MC0381
 MC0381.The horizontal coordinates were scaled from a topographic map and have
 MC0381.an estimated accuracy of +/- 6 seconds.
 MC0381
 MC0381.The orthometric height was determined by differential leveling
 MC0381.and adjusted by the National Geodetic Survey in June 1991..
 MC0381
 MC0381.The geoid height was determined by GEOID03.
 MC0381
 MC0381.The dynamic height is computed by dividing the NAVD 88
 MC0381.geopotential number by the normal gravity value computed on the
 MC0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0381.degrees latitude (g = 980.6199 gals.).
 MC0381
 MC0381.The modeled gravity was interpolated from observed gravity values.
 MC0381
 MC0381;                    North         East    Units  Estimated Accuracy
 MC0381;SPC OH N     -   206,640.      543,730.      MT  (+/- 180 meters Scaled)
 MC0381
 MC0381                          SUPERSEDED SURVEY CONTROL
 MC0381
 MC0381  NGVD 29 (??/??/92)  180.944  (m)          593.65   (f) ADJ UNCH    2 0
 MC0381
 MC0381.Superseded values are not recommended for survey control.
 MC0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0381.See file dsdata.txt to determine how the superseded data were derived.
 MC0381
 MC0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF186993(NAD 83)
 MC0381_MARKER: DB = BENCH MARK DISK
 MC0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0381_STAMPING: F 19 1934
 MC0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0381+STABILITY: SURFACE MOTION
 MC0381
 MC0381  HISTORY     - Date     Condition        Report By
 MC0381  HISTORY     - 1934     MONUMENTED       CGS
 MC0381  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0381
 MC0381                          STATION DESCRIPTION
 MC0381
 MC0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0381'1.2 MI NW FROM OAK HARBOR.
 MC0381'1.2 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MC0381'THE STATION AT OAK HARBOR, OTTAWA COUNTY, 58 YARDS NORTHWEST OF
 MC0381'FOUR-ARM SEMAPHORE S 59/1 AND S 59/3, IN THE NORTHEAST CORNER
 MC0381'OF THE THIRD ROAD CROSSING WEST OF THE OAK HARBOR STATION, 34
 MC0381'FEET NORTHEAST OF THE NORTH RAIL OF THE NORTH TRACK, 27 FEET
 MC0381'EAST OF THE CENTERLINE OF THE DIRT ROAD, 7.5 FEET SOUTHEAST OF
 MC0381'A FENCE CORNER, 1.8 FEET SOUTH OF A FENCE, AND ABOUT 4 FEET
 MC0381'BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 19 1934
 MC0381'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 MC0381'GROUND.
 MC0381
 MC0381                          STATION RECOVERY (1980)
 MC0381
 MC0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0381'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0039 ***********************************************************************
 JY0039  DESIGNATION -  F 190
 JY0039  PID         -  JY0039
 JY0039  STATE/COUNTY-  OH/PERRY
 JY0039  USGS QUAD   -  THORNVILLE (1992)
 JY0039
 JY0039                         *CURRENT SURVEY CONTROL
 JY0039  ___________________________________________________________________
 JY0039* NAD 83(1986)-  39 54 21.     (N)    082 25 46.     (W)     SCALED    
 JY0039* NAVD 88     -       279.402  (meters)     916.67   (feet)  ADJUSTED  
 JY0039  ___________________________________________________________________
 JY0039  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY0039  DYNAMIC HT  -         279.241 (meters)     916.14  (feet)  COMP
 JY0039  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 JY0039
 JY0039  VERT ORDER  -  FIRST     CLASS II
 JY0039
 JY0039.The horizontal coordinates were scaled from a topographic map and have
 JY0039.an estimated accuracy of +/- 6 seconds.
 JY0039
 JY0039.The orthometric height was determined by differential leveling
 JY0039.and adjusted by the National Geodetic Survey in June 1991..
 JY0039
 JY0039.The geoid height was determined by GEOID03.
 JY0039
 JY0039.The dynamic height is computed by dividing the NAVD 88
 JY0039.geopotential number by the normal gravity value computed on the
 JY0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0039.degrees latitude (g = 980.6199 gals.).
 JY0039
 JY0039.The modeled gravity was interpolated from observed gravity values.
 JY0039
 JY0039;                    North         East    Units  Estimated Accuracy
 JY0039;SPC OH S     -   211,580.      606,030.      MT  (+/- 180 meters Scaled)
 JY0039
 JY0039                          SUPERSEDED SURVEY CONTROL
 JY0039
 JY0039  NGVD 29 (??/??/92)  279.603  (m)          917.33   (f) ADJ UNCH    1 2
 JY0039
 JY0039.Superseded values are not recommended for survey control.
 JY0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0039.See file dsdata.txt to determine how the superseded data were derived.
 JY0039
 JY0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE778182(NAD 83)
 JY0039_MARKER: DB = BENCH MARK DISK
 JY0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0039_STAMPING: F 190 1954
 JY0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0039+STABILITY: SURFACE MOTION
 JY0039
 JY0039  HISTORY     - Date     Condition        Report By
 JY0039  HISTORY     - 1954     MONUMENTED       CGS
 JY0039
 JY0039                          STATION DESCRIPTION
 JY0039
 JY0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0039'1 MI SW FROM THORNVILLE.
 JY0039'1.05 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JY0039'THE STATION AT THORNVILLE, ABOUT 215 YARDS SOUTHWEST OF MILE
 JY0039'POST COL 37, ABOUT 196 YARDS NORTH OF NORTH END OF A TRESTLE
 JY0039'OVER A CREEK, AT A PRIVATE PASTURE ROAD CROSSING, 26 FEET
 JY0039'SOUTHWEST OF CENTER OF CROSSING, 21 FEET WEST OF WEST RAIL,
 JY0039'11 1/2 FEET SOUTH OF CENTER OF A GATE IN FENCE LINE, 1 FOOT
 JY0039'EAST OF A FENCE LINE, 15 FEET NORTH-NORTHWEST OF A TELEPHONE
 JY0039'POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 JY0039'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 JY0039'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0822 ***********************************************************************
 JY0822  DESIGNATION -  F 191
 JY0822  PID         -  JY0822
 JY0822  STATE/COUNTY-  OH/FAIRFIELD
 JY0822  USGS QUAD   -  REYNOLDSBURG (1994)
 JY0822
 JY0822                         *CURRENT SURVEY CONTROL
 JY0822  ___________________________________________________________________
 JY0822* NAD 83(1995)-  39 53 01.60360(N)    082 45 02.83165(W)     ADJUSTED  
 JY0822* NAVD 88     -       256.095  (meters)     840.21   (feet)  ADJUSTED  
 JY0822  ___________________________________________________________________
 JY0822  X           -     618,454.936 (meters)                     COMP
 JY0822  Y           -  -4,861,986.166 (meters)                     COMP
 JY0822  Z           -   4,068,234.118 (meters)                     COMP
 JY0822  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 JY0822  ELLIP HEIGHT-         221.97  (meters)          (10/07/05) GPS OBS
 JY0822  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JY0822  DYNAMIC HT  -         255.949 (meters)     839.73  (feet)  COMP
 JY0822  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 JY0822
 JY0822  HORZ ORDER  -  FIRST
 JY0822  VERT ORDER  -  FIRST     CLASS II
 JY0822  ELLP ORDER  -  FOURTH    CLASS II
 JY0822
 JY0822.The horizontal coordinates were established by GPS observations
 JY0822.and adjusted by the National Geodetic Survey in February 1999..
 JY0822
 JY0822.The orthometric height was determined by differential leveling
 JY0822.and adjusted by the National Geodetic Survey in June 1991..
 JY0822
 JY0822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY0822
 JY0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY0822
 JY0822.The ellipsoidal height was determined by GPS observations
 JY0822.and is referenced to NAD 83.
 JY0822
 JY0822.The geoid height was determined by GEOID03.
 JY0822
 JY0822.The dynamic height is computed by dividing the NAVD 88
 JY0822.geopotential number by the normal gravity value computed on the
 JY0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0822.degrees latitude (g = 980.6199 gals.).
 JY0822
 JY0822.The modeled gravity was interpolated from observed gravity values.
 JY0822
 JY0822;                    North         East     Units Scale Factor Converg.
 JY0822;SPC OH S     -   209,158.465   578,548.693   MT  0.99997384   -0 09 32.9
 JY0822;UTM  17      - 4,416,324.839   350,296.138   MT  0.99987591   -1 07 22.3
 JY0822
 JY0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY0822!SPC OH S     -   0.99996518  x   0.99997384  =   0.99993902
 JY0822!UTM  17      -   0.99996518  x   0.99987591  =   0.99984109
 JY0822
 JY0822                          SUPERSEDED SURVEY CONTROL
 JY0822
 JY0822  ELLIP H (02/25/99)  222.00   (m)                       GP(       ) 4 2
 JY0822  NAVD 88 (02/25/99)  256.10   (m)          840.2    (f) LEVELING    3  
 JY0822  NGVD 29 (??/??/92)  256.287  (m)          840.83   (f) ADJ UNCH    1 2
 JY0822
 JY0822.Superseded values are not recommended for survey control.
 JY0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0822.See file dsdata.txt to determine how the superseded data were derived.
 JY0822
 JY0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE5029616325(NAD 83)
 JY0822_MARKER: DB = BENCH MARK DISK
 JY0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0822_STAMPING: F 191 1954
 JY0822_MARK LOGO: CGS   
 JY0822_PROJECTION: FLUSH
 JY0822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0822+STABILITY: SURFACE MOTION
 JY0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY0822+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1998
 JY0822
 JY0822  HISTORY     - Date     Condition        Report By
 JY0822  HISTORY     - 1954     MONUMENTED       CGS
 JY0822  HISTORY     - 19980803 GOOD             GEOMET
 JY0822
 JY0822                          STATION DESCRIPTION
 JY0822
 JY0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0822'AT PICKERINGTON.
 JY0822'AT PICKERINGTON, ABOUT 0.2 MILE SOUTHEAST ALONG THE NEW YORK
 JY0822'CENTRAL RAILROAD FROM THE STATION, AT CROSSING OF STATE HIGHWAY
 JY0822'256 (EAST-WEST), 33 1/2 FEET SOUTH-SOUTHEAST OF CENTER OF
 JY0822'CROSSING, 23 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK,
 JY0822'29 FEET NORTHWEST OF TELEPHONE POLE NO. 149/10, 15.2 FEET SOUTH
 JY0822'OF CROSSING WARNING SIGNAL, 1 FOOT NORTH OF A FENCE LINE,
 JY0822'6 1/2 FEET WEST OF A FENCE CORNER, ABOUT 1/2 FOOT BELOW LEVEL
 JY0822'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JY0822'INCHES.
 JY0822
 JY0822                          STATION RECOVERY (1998)
 JY0822
 JY0822'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 JY0822'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0788 ***********************************************************************
 JY0788  DESIGNATION -  F 192
 JY0788  PID         -  JY0788
 JY0788  STATE/COUNTY-  OH/FRANKLIN
 JY0788  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0788
 JY0788                         *CURRENT SURVEY CONTROL
 JY0788  ___________________________________________________________________
 JY0788* NAD 83(1986)-  39 55 29.     (N)    082 55 55.     (W)     SCALED    
 JY0788* NAVD 88     -       227.680  (meters)     746.98   (feet)  ADJUSTED  
 JY0788  ___________________________________________________________________
 JY0788  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JY0788  DYNAMIC HT  -         227.551 (meters)     746.56  (feet)  COMP
 JY0788  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 JY0788
 JY0788  VERT ORDER  -  FIRST     CLASS II
 JY0788
 JY0788.The horizontal coordinates were scaled from a topographic map and have
 JY0788.an estimated accuracy of +/- 6 seconds.
 JY0788
 JY0788.The orthometric height was determined by differential leveling
 JY0788.and adjusted by the National Geodetic Survey in June 1991..
 JY0788
 JY0788.The geoid height was determined by GEOID03.
 JY0788
 JY0788.The dynamic height is computed by dividing the NAVD 88
 JY0788.geopotential number by the normal gravity value computed on the
 JY0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0788.degrees latitude (g = 980.6199 gals.).
 JY0788
 JY0788.The modeled gravity was interpolated from observed gravity values.
 JY0788
 JY0788;                    North         East    Units  Estimated Accuracy
 JY0788;SPC OH S     -   213,760.      563,080.      MT  (+/- 180 meters Scaled)
 JY0788
 JY0788                          SUPERSEDED SURVEY CONTROL
 JY0788
 JY0788  NGVD 29 (??/??/92)  227.864  (m)          747.58   (f) ADJ UNCH    1 2
 JY0788
 JY0788.Superseded values are not recommended for survey control.
 JY0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0788.See file dsdata.txt to determine how the superseded data were derived.
 JY0788
 JY0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE349211(NAD 83)
 JY0788_MARKER: DB = BENCH MARK DISK
 JY0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0788_SP_SET: BRIDGE SEAT
 JY0788_STAMPING: F 192 1954
 JY0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0788
 JY0788  HISTORY     - Date     Condition        Report By
 JY0788  HISTORY     - 1954     MONUMENTED       CGS
 JY0788  HISTORY     - 1961     GOOD             NGS
 JY0788
 JY0788                          STATION DESCRIPTION
 JY0788
 JY0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0788'3 MI NE FROM VALLEY CROSSING.
 JY0788'2.2 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY0788'CROSSING OF WILLIAMS ROAD AT VALLEY CROSSING, THENCE ABOUT 0.85
 JY0788'MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD, IN THE TOP OF THE
 JY0788'NORTH END OF STONE BRIDGE SEAT OF WEST CONCRETE-STONE ABUTMENT
 JY0788'OF RAILROAD BRIDGE NO. 138.5 OVER ALUM CREEK, 22 1/2 FEET NORTH
 JY0788'OF NORTH RAIL AND ABOUT 6 1/2 FEET BELOW LEVEL OF TRACKS.
 JY0788
 JY0788                          STATION RECOVERY (1961)
 JY0788
 JY0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JY0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0193 ***********************************************************************
 JY0193  DESIGNATION -  F 198
 JY0193  PID         -  JY0193
 JY0193  STATE/COUNTY-  OH/VINTON
 JY0193  USGS QUAD   -  MC ARTHUR (1995)
 JY0193
 JY0193                         *CURRENT SURVEY CONTROL
 JY0193  ___________________________________________________________________
 JY0193* NAD 83(1986)-  39 09 17.     (N)    082 23 31.     (W)     SCALED    
 JY0193* NAVD 88     -       206.154  (meters)     676.36   (feet)  ADJUSTED  
 JY0193  ___________________________________________________________________
 JY0193  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JY0193  DYNAMIC HT  -         206.025 (meters)     675.93  (feet)  COMP
 JY0193  MODELED GRAV-     980,000.7   (mgal)                       NAVD 88
 JY0193
 JY0193  VERT ORDER  -  SECOND    CLASS 0
 JY0193
 JY0193.The horizontal coordinates were scaled from a topographic map and have
 JY0193.an estimated accuracy of +/- 6 seconds.
 JY0193
 JY0193.The orthometric height was determined by differential leveling
 JY0193.and adjusted by the National Geodetic Survey in June 1991..
 JY0193
 JY0193.The geoid height was determined by GEOID03.
 JY0193
 JY0193.The dynamic height is computed by dividing the NAVD 88
 JY0193.geopotential number by the normal gravity value computed on the
 JY0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0193.degrees latitude (g = 980.6199 gals.).
 JY0193
 JY0193.The modeled gravity was interpolated from observed gravity values.
 JY0193
 JY0193;                    North         East    Units  Estimated Accuracy
 JY0193;SPC OH S     -   128,200.      609,340.      MT  (+/- 180 meters Scaled)
 JY0193
 JY0193                          SUPERSEDED SURVEY CONTROL
 JY0193
 JY0193  NGVD 29 (??/??/92)  206.332  (m)          676.94   (f) ADJ UNCH    2 0
 JY0193
 JY0193.Superseded values are not recommended for survey control.
 JY0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0193.See file dsdata.txt to determine how the superseded data were derived.
 JY0193
 JY0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD797348(NAD 83)
 JY0193_MARKER: DB = BENCH MARK DISK
 JY0193_SETTING: 66 = SET IN ROCK OUTCROP
 JY0193_SP_SET: ROCK CUT
 JY0193_STAMPING: F 198 1958
 JY0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0193+STABILITY: POSITION/ELEVATION WELL
 JY0193
 JY0193  HISTORY     - Date     Condition        Report By
 JY0193  HISTORY     - 1958     MONUMENTED       CGS
 JY0193
 JY0193                          STATION DESCRIPTION
 JY0193
 JY0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0193'7.3 MI SE FROM DUNDAS.
 JY0193'ABOUT 7.3 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 JY0193'FROM THE STATION AT DUNDAS, IN SECTION 27, R 16W, T 9N, ABOUT
 JY0193'107 FEET EAST AND ACROSS THE STATE HIGHWAY 160 FROM MILE POST
 JY0193'85, SET VERTICALLY IN THE SOUTHWEST FACE OF AN 18-FOOT HIGH
 JY0193'SOLID ROCK IN THE SOUTHEAST THIRD OF A HIGHWAY CUT, 75 1/2 FEET
 JY0193'NORTHEAST AND ACROSS HIGHWAY 160 FROM THE NORTHEAST RAIL, AT
 JY0193'THE INSIDE OF A CURVE WITH TANGENTS TO THE NORTHEAST AND SOUTH,
 JY0193'26 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY 160, 24 1/2 FEET
 JY0193'SOUTHEAST OF THE NORTHWEST END OF THE ROCK, ABOUT 3 FEET ABOVE
 JY0193'THE LEVEL OF THE HIGHWAY, ABOUT 12 FEET ABOVE THE LEVEL OF
 JY0193'THE TRACK.  NOTE-- THE MARK MAY BE REACHED FROM MINERTON, VINTON
 JY0193'COUNTY, BY GOING NORTH FOR 7.0 MILES ALONG THE CHESAPEAKE AND OHIO
 JY0193'RAILWAY FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0358 ***********************************************************************
 HY0358  DESIGNATION -  F 199
 HY0358  PID         -  HY0358
 HY0358  STATE/COUNTY-  OH/GALLIA
 HY0358  USGS QUAD   -  VINTON (1975)
 HY0358
 HY0358                         *CURRENT SURVEY CONTROL
 HY0358  ___________________________________________________________________
 HY0358* NAD 83(1986)-  38 54 18.     (N)    082 17 32.     (W)     SCALED    
 HY0358* NAVD 88     -       208.848  (meters)     685.20   (feet)  ADJUSTED  
 HY0358  ___________________________________________________________________
 HY0358  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 HY0358  DYNAMIC HT  -         208.715 (meters)     684.76  (feet)  COMP
 HY0358  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 HY0358
 HY0358  VERT ORDER  -  SECOND    CLASS 0
 HY0358
 HY0358.The horizontal coordinates were scaled from a topographic map and have
 HY0358.an estimated accuracy of +/- 6 seconds.
 HY0358
 HY0358.The orthometric height was determined by differential leveling
 HY0358.and adjusted by the National Geodetic Survey in June 1991..
 HY0358
 HY0358.The geoid height was determined by GEOID03.
 HY0358
 HY0358.The dynamic height is computed by dividing the NAVD 88
 HY0358.geopotential number by the normal gravity value computed on the
 HY0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0358.degrees latitude (g = 980.6199 gals.).
 HY0358
 HY0358.The modeled gravity was interpolated from observed gravity values.
 HY0358
 HY0358;                    North         East    Units  Estimated Accuracy
 HY0358;SPC OH S     -   100,490.      618,020.      MT  (+/- 180 meters Scaled)
 HY0358
 HY0358                          SUPERSEDED SURVEY CONTROL
 HY0358
 HY0358  NGVD 29 (??/??/92)  209.047  (m)          685.85   (f) ADJ UNCH    2 0
 HY0358
 HY0358.Superseded values are not recommended for survey control.
 HY0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0358.See file dsdata.txt to determine how the superseded data were derived.
 HY0358
 HY0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD879070(NAD 83)
 HY0358_MARKER: DB = BENCH MARK DISK
 HY0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0358_STAMPING: F 199 1958
 HY0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0358+STABILITY: SURFACE MOTION
 HY0358
 HY0358  HISTORY     - Date     Condition        Report By
 HY0358  HISTORY     - 1958     MONUMENTED       CGS
 HY0358  HISTORY     - 1976     GOOD             NGS
 HY0358
 HY0358                          STATION DESCRIPTION
 HY0358
 HY0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0358'3 MI NW FROM KERRS.
 HY0358'ABOUT 3.0 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0358'FROM THE STATION AT KERRS, IN SECTION 22, R 15W, T 6N, ABOUT
 HY0358'46 YARDS SOUTH-SOUTHWEST OF MILE POST 106, ABOUT 1.1 MILES
 HY0358'SOUTHEAST OF THE CROSSING OF STATE HIGHWAY 554 AT BIDWELL, 44 1/2
 HY0358'FEET WEST-SOUTHWEST OF WEST-SOUTHWEST RAIL, 2 1/2 FEET
 HY0358'EAST-NORTHEAST OF A WIRE FENCE, 29 FEET NORTH-NORTHWEST OF THE
 HY0358'CENTER OF A GATE, 81 1/2 FEET NORTHWEST OF THE CENTER OF CROSSING
 HY0358'OF AN EAST-WEST FIELD ROAD, 2 FEET SOUTHEAST OF A CONCRETE WITNESS
 HY0358'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 HY0358'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HY0358
 HY0358                          STATION RECOVERY (1976)
 HY0358
 HY0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0161 ***********************************************************************
 LA0161  DESIGNATION -  F 2 X
 LA0161  PID         -  LA0161
 LA0161  STATE/COUNTY-  OH/SHELBY
 LA0161  USGS QUAD   -  SIDNEY (1982)
 LA0161
 LA0161                         *CURRENT SURVEY CONTROL
 LA0161  ___________________________________________________________________
 LA0161* NAD 83(1986)-  40 18 22.     (N)    084 10 02.     (W)     SCALED    
 LA0161* NAVD 88     -       313.467  (meters)    1028.43   (feet)  ADJUSTED  
 LA0161  ___________________________________________________________________
 LA0161  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LA0161  DYNAMIC HT  -         313.313 (meters)    1027.93  (feet)  COMP
 LA0161  MODELED GRAV-     980,124.1   (mgal)                       NAVD 88
 LA0161
 LA0161  VERT ORDER  -  SECOND    CLASS 0
 LA0161
 LA0161.The horizontal coordinates were scaled from a topographic map and have
 LA0161.an estimated accuracy of +/- 6 seconds.
 LA0161
 LA0161.The orthometric height was determined by differential leveling
 LA0161.and adjusted by the National Geodetic Survey in June 1991..
 LA0161
 LA0161.The geoid height was determined by GEOID03.
 LA0161
 LA0161.The dynamic height is computed by dividing the NAVD 88
 LA0161.geopotential number by the normal gravity value computed on the
 LA0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0161.degrees latitude (g = 980.6199 gals.).
 LA0161
 LA0161.The modeled gravity was interpolated from observed gravity values.
 LA0161
 LA0161;                    North         East    Units  Estimated Accuracy
 LA0161;SPC OH N     -    72,360.      458,270.      MT  (+/- 180 meters Scaled)
 LA0161
 LA0161                          SUPERSEDED SURVEY CONTROL
 LA0161
 LA0161  NGVD 29 (??/??/92)  313.64   (m)         1029.0    (f) COMPUTED    2 0
 LA0161
 LA0161.Superseded values are not recommended for survey control.
 LA0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0161.See file dsdata.txt to determine how the superseded data were derived.
 LA0161
 LA0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK407655(NAD 83)
 LA0161_MARKER: DB = BENCH MARK DISK
 LA0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0161_SP_SET: PIER
 LA0161_STAMPING: F2X-1935
 LA0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0161
 LA0161  HISTORY     - Date     Condition        Report By
 LA0161  HISTORY     - 1935     MONUMENTED       CGS
 LA0161  HISTORY     - 19930629 MARK NOT FOUND   NGS
 LA0161
 LA0161                          STATION DESCRIPTION
 LA0161
 LA0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LA0161'1.7 MI N FROM SIDNEY.
 LA0161'ALONG THE TOLEDO DIVISION OF THE BALTIMORE AND OHIO RAILROAD,
 LA0161'ON WEST FACE OF NORTH PIER OF GIRDER BRIDGE OVER TRACKS, 6.8
 LA0161'FEET EAST OF EAST RAIL, 2.8 FEET ABOVE GROUND, SET VERTICALLY.
 LA0161
 LA0161                          STATION RECOVERY (1993)
 LA0161
 LA0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0161'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0162 ***********************************************************************
 LA0162  DESIGNATION -  F 2 X RESET
 LA0162  PID         -  LA0162
 LA0162  STATE/COUNTY-  OH/SHELBY
 LA0162  USGS QUAD   -  SIDNEY (1982)
 LA0162
 LA0162                         *CURRENT SURVEY CONTROL
 LA0162  ___________________________________________________________________
 LA0162* NAD 83(1986)-  40 18 22.     (N)    084 10 02.     (W)     SCALED    
 LA0162* NAVD 88     -       313.397  (meters)    1028.20   (feet)  ADJUSTED  
 LA0162  ___________________________________________________________________
 LA0162  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LA0162  DYNAMIC HT  -         313.243 (meters)    1027.70  (feet)  COMP
 LA0162  MODELED GRAV-     980,124.1   (mgal)                       NAVD 88
 LA0162
 LA0162  VERT ORDER  -  FIRST     CLASS II
 LA0162
 LA0162.The horizontal coordinates were scaled from a topographic map and have
 LA0162.an estimated accuracy of +/- 6 seconds.
 LA0162
 LA0162.The orthometric height was determined by differential leveling
 LA0162.and adjusted by the National Geodetic Survey in June 1991..
 LA0162
 LA0162.The geoid height was determined by GEOID03.
 LA0162
 LA0162.The dynamic height is computed by dividing the NAVD 88
 LA0162.geopotential number by the normal gravity value computed on the
 LA0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0162.degrees latitude (g = 980.6199 gals.).
 LA0162
 LA0162.The modeled gravity was interpolated from observed gravity values.
 LA0162
 LA0162;                    North         East    Units  Estimated Accuracy
 LA0162;SPC OH N     -    72,360.      458,270.      MT  (+/- 180 meters Scaled)
 LA0162
 LA0162                          SUPERSEDED SURVEY CONTROL
 LA0162
 LA0162  NGVD 29 (??/??/92)  313.582  (m)         1028.81   (f) ADJ UNCH    1 2
 LA0162
 LA0162.Superseded values are not recommended for survey control.
 LA0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0162.See file dsdata.txt to determine how the superseded data were derived.
 LA0162
 LA0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK407655(NAD 83)
 LA0162_MARKER: DB = BENCH MARK DISK
 LA0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0162_SP_SET: PIER PROTECTION STRUCTURE
 LA0162_STAMPING: F 2 RESET 1946
 LA0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0162
 LA0162  HISTORY     - Date     Condition        Report By
 LA0162  HISTORY     - 1946     MONUMENTED       CGS
 LA0162  HISTORY     - 1954     GOOD             NGS
 LA0162  HISTORY     - 1954     GOOD             NGS
 LA0162  HISTORY     - 19930629 MARK NOT FOUND   NGS
 LA0162
 LA0162                          STATION DESCRIPTION
 LA0162
 LA0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0162'1.2 MI N FROM SIDNEY.
 LA0162'ABOUT 1.25 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0162'FROM THE STATION, BETWEEN TELEPHONE POLES 99/09 AND 99/10, AT
 LA0162'THE OVERPASS OF STATE HIGHWAY 29 OVER THE TRACK, SET VERTICALLY
 LA0162'ABOUT 1 1/2 FEET ABOVE GROUND IN THE WEST FACE OF A 7-FOOT HIGH
 LA0162'9 BY 2-FOOT CONCRETE STRUCTURE PROTECTING THE NORTHEAST END OF
 LA0162'FIRST PIER EAST OF TRACKS, 7 FEET EAST OF EAST RAIL, 15 FEET
 LA0162'NORTHEAST OF NORTHEAST EDGE OF OVERPASS AND ABOUT 1/2 FOOT ABOVE
 LA0162'LEVEL OF TRACK.
 LA0162
 LA0162                          STATION RECOVERY (1954)
 LA0162
 LA0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 LA0162'RECOVERED IN GOOD CONDITION.
 LA0162
 LA0162                          STATION RECOVERY (1993)
 LA0162
 LA0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0162'THE DRILL HOLE WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0076 ***********************************************************************
 HY0076  DESIGNATION -  F 200
 HY0076  PID         -  HY0076
 HY0076  STATE/COUNTY-  OH/GALLIA
 HY0076  USGS QUAD   -  RODNEY (1983)
 HY0076
 HY0076                         *CURRENT SURVEY CONTROL
 HY0076  ___________________________________________________________________
 HY0076* NAD 83(1986)-  38 51 01.     (N)    082 17 40.     (W)     SCALED    
 HY0076* NAVD 88     -       213.044  (meters)     698.96   (feet)  ADJUSTED  
 HY0076  ___________________________________________________________________
 HY0076  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HY0076  DYNAMIC HT  -         212.908 (meters)     698.52  (feet)  COMP
 HY0076  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 HY0076
 HY0076  VERT ORDER  -  SECOND    CLASS 0
 HY0076
 HY0076.The horizontal coordinates were scaled from a topographic map and have
 HY0076.an estimated accuracy of +/- 6 seconds.
 HY0076
 HY0076.The orthometric height was determined by differential leveling
 HY0076.and adjusted by the National Geodetic Survey in June 1991..
 HY0076
 HY0076.The geoid height was determined by GEOID03.
 HY0076
 HY0076.The dynamic height is computed by dividing the NAVD 88
 HY0076.geopotential number by the normal gravity value computed on the
 HY0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0076.degrees latitude (g = 980.6199 gals.).
 HY0076
 HY0076.The modeled gravity was interpolated from observed gravity values.
 HY0076
 HY0076;                    North         East    Units  Estimated Accuracy
 HY0076;SPC OH S     -    94,410.      617,840.      MT  (+/- 180 meters Scaled)
 HY0076
 HY0076                          SUPERSEDED SURVEY CONTROL
 HY0076
 HY0076  NGVD 29 (??/??/92)  213.233  (m)          699.58   (f) ADJ UNCH    2 0
 HY0076
 HY0076.Superseded values are not recommended for survey control.
 HY0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0076.See file dsdata.txt to determine how the superseded data were derived.
 HY0076
 HY0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD876009(NAD 83)
 HY0076_MARKER: DB = BENCH MARK DISK
 HY0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0076_SP_SET: CATCH BASIN
 HY0076_STAMPING: F 200 1958
 HY0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0076
 HY0076  HISTORY     - Date     Condition        Report By
 HY0076  HISTORY     - 1958     MONUMENTED       CGS
 HY0076  HISTORY     - 1976     GOOD             NGS
 HY0076
 HY0076                          STATION DESCRIPTION
 HY0076
 HY0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0076'5.1 MI SE FROM RIO GRANDE.
 HY0076'ABOUT 5.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE CALVARY
 HY0076'BAPTIST CHURCH AT RIO GRANDE, IN SECTION 19 OR 24, R 15W, T 3 OR 4N,
 HY0076'ABOUT 0.25 MILES SOUTHEAST OF THE SIGN RODNEY, 0.2 MILE NORTHWEST
 HY0076'OF NORTHWEST END OF A CUT, SET IN THE TOP OF THE NORTH WALL OF A
 HY0076'2-FOOT BY 2-FOOT CATCH BASIN, 29 FEET NORTH OF THE CENTER LINE
 HY0076'OF THE HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF A DRIVE NORTH
 HY0076'TO A FIELD, ABOUT 0.35 MILE SOUTHEAST OF A NORTH-SOUTH CROSS
 HY0076'ROAD AT RODNEY, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 HY0076'NOTE-- THE MARK MAY BE REACHED FROM GALLIPOLIS, GALLIA COUNTY,
 HY0076'BY GOING NORTHWEST FOR 6.25 MILES ALONG U.S. HIGHWAY 35 FROM ITS
 HY0076'CROSSING OF SECOND AVENUE.
 HY0076
 HY0076                          STATION RECOVERY (1976)
 HY0076
 HY0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2555 ***********************************************************************
 HY2555  DESIGNATION -  F 201 RESET
 HY2555  PID         -  HY2555
 HY2555  STATE/COUNTY-  OH/GALLIA
 HY2555  USGS QUAD   -  RIO GRANDE (1975)
 HY2555
 HY2555                         *CURRENT SURVEY CONTROL
 HY2555  ___________________________________________________________________
 HY2555* NAD 83(1986)-  38 53 04.     (N)    082 25 15.     (W)     SCALED    
 HY2555* NAVD 88     -       212.30   (meters)     696.5    (feet)  RESET     
 HY2555  ___________________________________________________________________
 HY2555  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HY2555
 HY2555  VERT ORDER  -  THIRD
 HY2555
 HY2555.The horizontal coordinates were scaled from a topographic map and have
 HY2555.an estimated accuracy of +/- 6 seconds.
 HY2555
 HY2555.The orthometric height was computed from unverified reset data.
 HY2555.No vertical observational check was made to the station.
 HY2555
 HY2555.The geoid height was determined by GEOID03.
 HY2555
 HY2555;                    North         East    Units  Estimated Accuracy
 HY2555;SPC OH S     -    98,190.      606,870.      MT  (+/- 180 meters Scaled)
 HY2555
 HY2555                          SUPERSEDED SURVEY CONTROL
 HY2555
 HY2555  NGVD 29 (10/13/05)  212.49   (m)          697.1    (f) RESET       3  
 HY2555
 HY2555.Superseded values are not recommended for survey control.
 HY2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2555.See file dsdata.txt to determine how the superseded data were derived.
 HY2555
 HY2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD767049(NAD 83)
 HY2555_MARKER: DV = VERTICAL CONTROL DISK
 HY2555_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HY2555_SP_SET: WINGWALL
 HY2555_STAMPING: F 201 RESET 1991
 HY2555_MARK LOGO: NGS   
 HY2555_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2555
 HY2555  HISTORY     - Date     Condition        Report By
 HY2555  HISTORY     - 1991     MONUMENTED       OHDT
 HY2555
 HY2555                          STATION DESCRIPTION
 HY2555
 HY2555'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1991
 HY2555'ABOUT 1.2 MILES (1.9 KM) EAST ALONG BUCKEYE HILLS COUNTY ROAD 79, FROM
 HY2555'INTERSECTION OF STATE ROUTE 279, AT OVERPASS OF US 35, IN TOP WALL ON
 HY2555'WEST SIDE OF BRIDGE, 100 FEET (30.5 M) NORTH OF INTERSECTION OF
 HY2555'COUNTY ROAD 79, TWP ROAD 444, WITNESS POST SET 1 FOOT (0.3 M) SOUTH
 HY2555'OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0406 ***********************************************************************
 HY0406  DESIGNATION -  F 202
 HY0406  PID         -  HY0406
 HY0406  STATE/COUNTY-  OH/GALLIA
 HY0406  USGS QUAD   -  RODNEY (1983)
 HY0406
 HY0406                         *CURRENT SURVEY CONTROL
 HY0406  ___________________________________________________________________
 HY0406* NAD 83(1986)-  38 50 40.     (N)    082 18 37.     (W)     SCALED    
 HY0406* NAVD 88     -       205.606  (meters)     674.56   (feet)  ADJUSTED  
 HY0406  ___________________________________________________________________
 HY0406  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 HY0406  DYNAMIC HT  -         205.475 (meters)     674.13  (feet)  COMP
 HY0406  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 HY0406
 HY0406  VERT ORDER  -  SECOND    CLASS 0
 HY0406
 HY0406.The horizontal coordinates were scaled from a topographic map and have
 HY0406.an estimated accuracy of +/- 6 seconds.
 HY0406
 HY0406.The orthometric height was determined by differential leveling
 HY0406.and adjusted by the National Geodetic Survey in June 1991..
 HY0406
 HY0406.The geoid height was determined by GEOID03.
 HY0406
 HY0406.The dynamic height is computed by dividing the NAVD 88
 HY0406.geopotential number by the normal gravity value computed on the
 HY0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0406.degrees latitude (g = 980.6199 gals.).
 HY0406
 HY0406.The modeled gravity was interpolated from observed gravity values.
 HY0406
 HY0406;                    North         East    Units  Estimated Accuracy
 HY0406;SPC OH S     -    93,760.      616,470.      MT  (+/- 180 meters Scaled)
 HY0406
 HY0406                          SUPERSEDED SURVEY CONTROL
 HY0406
 HY0406  NGVD 29 (??/??/92)  205.796  (m)          675.18   (f) ADJ UNCH    2 0
 HY0406
 HY0406.Superseded values are not recommended for survey control.
 HY0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0406.See file dsdata.txt to determine how the superseded data were derived.
 HY0406
 HY0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD862003(NAD 83)
 HY0406_MARKER: DB = BENCH MARK DISK
 HY0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0406_STAMPING: F 202 1958
 HY0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0406+STABILITY: SURFACE MOTION
 HY0406
 HY0406  HISTORY     - Date     Condition        Report By
 HY0406  HISTORY     - 1958     MONUMENTED       CGS
 HY0406  HISTORY     - 1976     GOOD             NGS
 HY0406
 HY0406                          STATION DESCRIPTION
 HY0406
 HY0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0406'0.7 MI S FROM RODNEY.
 HY0406'ABOUT 0.15 MILES WEST ALONG BLACKTOP ROAD FROM THE METHODIST
 HY0406'CHURCH AT RODNEY, THENCE 0.55 MILES SOUTH ALONG GRAVEL ROAD, IN
 HY0406'SECTION 30, T 5N, R 15W, ABOUT 0.5 MILE EAST OF A CURVE WITH
 HY0406'TANGENTS TO THE EAST AND SOUTH, AT A CURVE IN THE MAIN ROAD WITH
 HY0406'TANGENTS TO THE NORTH AND WEST, AT A JUNCTION OF ROAD SOUTH, 54
 HY0406'FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD AT THE
 HY0406'CENTER OF A CURVE, 14 1/2 FEET EAST OF THE CENTER LINE OF THE
 HY0406'ROAD SOUTH, 19 FEET SOUTH OF TELEPHONE POLE NUMBER 20/8, 38
 HY0406'FEET SOUTH OF THE EAST END OF AN 18-INCH CORRUGATED PIPE CULVERT
 HY0406'UNDER THE MAIN ROAD, 2 FEET SOUTHWEST OF A CONCRETE WITNESS
 HY0406'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE JUNCTION, SET IN THE
 HY0406'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HY0406
 HY0406                          STATION RECOVERY (1976)
 HY0406
 HY0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0135 ***********************************************************************
 HY0135  DESIGNATION -  F 203
 HY0135  PID         -  HY0135
 HY0135  STATE/COUNTY-  OH/GALLIA
 HY0135  USGS QUAD   -  GALLIPOLIS (1983)
 HY0135
 HY0135                         *CURRENT SURVEY CONTROL
 HY0135  ___________________________________________________________________
 HY0135* NAD 83(1986)-  38 47 49.     (N)    082 13 08.     (W)     SCALED    
 HY0135* NAVD 88     -       185.329  (meters)     608.03   (feet)  ADJUSTED  
 HY0135  ___________________________________________________________________
 HY0135  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 HY0135  DYNAMIC HT  -         185.211 (meters)     607.65  (feet)  COMP
 HY0135  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 HY0135
 HY0135  VERT ORDER  -  SECOND    CLASS 0
 HY0135
 HY0135.The horizontal coordinates were scaled from a topographic map and have
 HY0135.an estimated accuracy of +/- 6 seconds.
 HY0135
 HY0135.The orthometric height was determined by differential leveling
 HY0135.and adjusted by the National Geodetic Survey in June 1991..
 HY0135
 HY0135.The geoid height was determined by GEOID03.
 HY0135
 HY0135.The dynamic height is computed by dividing the NAVD 88
 HY0135.geopotential number by the normal gravity value computed on the
 HY0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0135.degrees latitude (g = 980.6199 gals.).
 HY0135
 HY0135.The modeled gravity was interpolated from observed gravity values.
 HY0135
 HY0135;                    North         East    Units  Estimated Accuracy
 HY0135;SPC OH S     -    88,510.      624,420.      MT  (+/- 180 meters Scaled)
 HY0135
 HY0135                          SUPERSEDED SURVEY CONTROL
 HY0135
 HY0135  NGVD 29 (??/??/92)  185.517  (m)          608.65   (f) ADJ UNCH    2 0
 HY0135
 HY0135.Superseded values are not recommended for survey control.
 HY0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0135.See file dsdata.txt to determine how the superseded data were derived.
 HY0135
 HY0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC941949(NAD 83)
 HY0135_MARKER: DB = BENCH MARK DISK
 HY0135_SETTING: 66 = SET IN ROCK OUTCROP
 HY0135_SP_SET: ROCK CUT
 HY0135_STAMPING: F 203 1958
 HY0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0135+STABILITY: POSITION/ELEVATION WELL
 HY0135
 HY0135  HISTORY     - Date     Condition        Report By
 HY0135  HISTORY     - 1958     MONUMENTED       CGS
 HY0135  HISTORY     - 1976     GOOD             NGS
 HY0135
 HY0135                          STATION DESCRIPTION
 HY0135
 HY0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0135'1.4 MI S FROM GALLIPOLIS.
 HY0135'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE POST
 HY0135'OFFICE AT GALLIPOLIS, IN SECTION  , T 3N, R 14W, SET VERTICALLY
 HY0135'IN THE EAST-SOUTHEAST FACE OF A 4 FOOT HIGH AND 12 FEET WIDE
 HY0135'ROCK IN A CUT, ABOUT 1 FOOT ABOVE THE GROUND AND IN THE SOUTH
 HY0135'HALF OF THE ROCK, ABOUT 144 YARDS SOUTH-SOUTHWEST OF THE
 HY0135'GALLIPOLIS CITY LIMITS, ABOUT 168 YARDS SOUTH-SOUTHWEST OF THE
 HY0135'JUNCTION OF GARFIELD AVENUE (HIGHWAY 7) AND ALLEN DRIVE, 28 FEET
 HY0135'WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 75 1/2 FEET
 HY0135'SOUTH OF THE WEST-NORTHWEST END OF A 24-INCH PIPE CULVERT WITH
 HY0135'HEADWALL AND UNDER A SHORT FILL, ABOUT 85 YARDS NORTH-NORTHEAST
 HY0135'OF THE Y JUNCTION OF A GRAVEL ROAD LEADING WEST-NORTHWEST AND
 HY0135'UPHILL, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 HY0135
 HY0135                          STATION RECOVERY (1976)
 HY0135
 HY0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0106 ***********************************************************************
 HY0106  DESIGNATION -  F 204
 HY0106  PID         -  HY0106
 HY0106  STATE/COUNTY-  OH/LAWRENCE
 HY0106  USGS QUAD   -  WATERLOO (1988)
 HY0106
 HY0106                         *CURRENT SURVEY CONTROL
 HY0106  ___________________________________________________________________
 HY0106* NAD 83(1986)-  38 39 24.     (N)    082 25 01.     (W)     SCALED    
 HY0106* NAVD 88     -       290.176  (meters)     952.02   (feet)  ADJUSTED  
 HY0106  ___________________________________________________________________
 HY0106  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 HY0106  DYNAMIC HT  -         289.986 (meters)     951.40  (feet)  COMP
 HY0106  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 HY0106
 HY0106  VERT ORDER  -  SECOND    CLASS 0
 HY0106
 HY0106.The horizontal coordinates were scaled from a topographic map and have
 HY0106.an estimated accuracy of +/- 6 seconds.
 HY0106
 HY0106.The orthometric height was determined by differential leveling
 HY0106.and adjusted by the National Geodetic Survey in June 1991..
 HY0106
 HY0106.The geoid height was determined by GEOID03.
 HY0106
 HY0106.The dynamic height is computed by dividing the NAVD 88
 HY0106.geopotential number by the normal gravity value computed on the
 HY0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0106.degrees latitude (g = 980.6199 gals.).
 HY0106
 HY0106.The modeled gravity was interpolated from observed gravity values.
 HY0106
 HY0106;                    North         East    Units  Estimated Accuracy
 HY0106;SPC OH S     -    72,900.      607,230.      MT  (+/- 180 meters Scaled)
 HY0106
 HY0106                          SUPERSEDED SURVEY CONTROL
 HY0106
 HY0106  NGVD 29 (??/??/92)  290.358  (m)          952.62   (f) ADJ UNCH    2 0
 HY0106
 HY0106.Superseded values are not recommended for survey control.
 HY0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0106.See file dsdata.txt to determine how the superseded data were derived.
 HY0106
 HY0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC767796(NAD 83)
 HY0106_MARKER: DB = BENCH MARK DISK
 HY0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0106_STAMPING: F 204 1958
 HY0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0106+STABILITY: SURFACE MOTION
 HY0106
 HY0106  HISTORY     - Date     Condition        Report By
 HY0106  HISTORY     - 1958     MONUMENTED       CGS
 HY0106
 HY0106                          STATION DESCRIPTION
 HY0106
 HY0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0106'3.8 MI NE FROM WILGUS.
 HY0106'ABOUT 3.8 MILES NORTHEAST ALONG STATE HIGHWAY 775 FROM ITS
 HY0106'JUNCTION WITH STATE HIGHWAY 141 AT WILGUS, IN SECTION 9, T 3N,
 HY0106'R 16W, ABOUT 0.6 MILE NORTHEAST OF A NORTH-SOUTH CROSS ROAD
 HY0106'AT GREASY RIDGE, AT THE OUTSIDE AND NEAR THE NORTHEAST END OF A
 HY0106'CURVE WITH TANGENTS TO THE SOUTH AND EAST, 22 FEET NORTH OF THE
 HY0106'CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF THE CENTER LINE OF A
 HY0106'WOODS TRAIL LEADING NORTHWEST, ABOUT 60 YARDS WEST OF A BREAK
 HY0106'IN THE GRADE, ABOUT 0.55 MILES SOUTHWEST OF THE JUNCTION OF ROAD
 HY0106'LEADING WEST TO CHURCH AND CEMETERY AT YARICO, 2 1/2 FEET WEST
 HY0106'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, SET IN
 HY0106'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE
 HY0106'MARK MAY BE REACHED FROM LECTA, LAWRENCE COUNTY, BY GOING SOUTHWEST
 HY0106'FOR 3.0 MILES ALONG STATE HIGHWAY 775 FROM ITS JUNCTION WITH
 HY0106'STATE HIGHWAY 790.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0207 ***********************************************************************
 HY0207  DESIGNATION -  F 205
 HY0207  PID         -  HY0207
 HY0207  STATE/COUNTY-  OH/LAWRENCE
 HY0207  USGS QUAD   -  AID (1985)
 HY0207
 HY0207                         *CURRENT SURVEY CONTROL
 HY0207  ___________________________________________________________________
 HY0207* NAD 83(1986)-  38 33 10.     (N)    082 25 23.     (W)     SCALED    
 HY0207* NAVD 88     -       252.982  (meters)     829.99   (feet)  ADJUSTED  
 HY0207  ___________________________________________________________________
 HY0207  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HY0207  DYNAMIC HT  -         252.816 (meters)     829.45  (feet)  COMP
 HY0207  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 HY0207
 HY0207  VERT ORDER  -  SECOND    CLASS 0
 HY0207
 HY0207.The horizontal coordinates were scaled from a topographic map and have
 HY0207.an estimated accuracy of +/- 6 seconds.
 HY0207
 HY0207.The orthometric height was determined by differential leveling
 HY0207.and adjusted by the National Geodetic Survey in June 1991..
 HY0207
 HY0207.The geoid height was determined by GEOID03.
 HY0207
 HY0207.The dynamic height is computed by dividing the NAVD 88
 HY0207.geopotential number by the normal gravity value computed on the
 HY0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0207.degrees latitude (g = 980.6199 gals.).
 HY0207
 HY0207.The modeled gravity was interpolated from observed gravity values.
 HY0207
 HY0207;                    North         East    Units  Estimated Accuracy
 HY0207;SPC OH S     -    61,370.      606,710.      MT  (+/- 180 meters Scaled)
 HY0207
 HY0207                          SUPERSEDED SURVEY CONTROL
 HY0207
 HY0207  NGVD 29 (??/??/92)  253.164  (m)          830.59   (f) ADJ UNCH    2 0
 HY0207
 HY0207.Superseded values are not recommended for survey control.
 HY0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0207.See file dsdata.txt to determine how the superseded data were derived.
 HY0207
 HY0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC760681(NAD 83)
 HY0207_MARKER: DB = BENCH MARK DISK
 HY0207_SETTING: 66 = SET IN ROCK OUTCROP
 HY0207_SP_SET: ROCK CUT
 HY0207_STAMPING: F 205 1958
 HY0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0207+STABILITY: POSITION/ELEVATION WELL
 HY0207
 HY0207  HISTORY     - Date     Condition        Report By
 HY0207  HISTORY     - 1958     MONUMENTED       CGS
 HY0207
 HY0207                          STATION DESCRIPTION
 HY0207
 HY0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0207'0.2 MI E FROM DOBBSTON.
 HY0207'ABOUT 0.25 MILES EAST ALONG STATE HIGHWAY 217 FROM ITS CROSSING
 HY0207'OF THE NORTH-SOUTH CROSS ROAD AT DOBBSTON, IN SECTION 16, T 2N,
 HY0207'R 16W, AT THE INSIDE OF A HAIR PIN TURN IN THE HIGHWAY, SET
 HY0207'VERTICALLY IN THE SOUTHEAST FACE OF A 6 FOOT HIGH AND 7 FEET WIDE
 HY0207'ROCK IN A ROCKY CUT, 19 FEET NORTH OF THE CENTER LINE OF THE
 HY0207'HIGHWAY, ABOUT 12 YARDS EAST OF THE WEST END OF THE ROCKY PART
 HY0207'OF THE CUT, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0338 ***********************************************************************
 HY0338  DESIGNATION -  F 206
 HY0338  PID         -  HY0338
 HY0338  STATE/COUNTY-  OH/GALLIA
 HY0338  USGS QUAD   -  ADDISON (1989)
 HY0338
 HY0338                         *CURRENT SURVEY CONTROL
 HY0338  ___________________________________________________________________
 HY0338* NAD 83(1986)-  38 58 17.     (N)    082 11 42.     (W)     SCALED    
 HY0338* NAVD 88     -       209.498  (meters)     687.33   (feet)  ADJUSTED  
 HY0338  ___________________________________________________________________
 HY0338  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HY0338  DYNAMIC HT  -         209.366 (meters)     686.89  (feet)  COMP
 HY0338  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 HY0338
 HY0338  VERT ORDER  -  SECOND    CLASS 0
 HY0338
 HY0338.The horizontal coordinates were scaled from a topographic map and have
 HY0338.an estimated accuracy of +/- 6 seconds.
 HY0338
 HY0338.The orthometric height was determined by differential leveling
 HY0338.and adjusted by the National Geodetic Survey in June 1991..
 HY0338
 HY0338.The geoid height was determined by GEOID03.
 HY0338
 HY0338.The dynamic height is computed by dividing the NAVD 88
 HY0338.geopotential number by the normal gravity value computed on the
 HY0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0338.degrees latitude (g = 980.6199 gals.).
 HY0338
 HY0338.The modeled gravity was interpolated from observed gravity values.
 HY0338
 HY0338;                    North         East    Units  Estimated Accuracy
 HY0338;SPC OH S     -   107,880.      626,430.      MT  (+/- 180 meters Scaled)
 HY0338
 HY0338                          SUPERSEDED SURVEY CONTROL
 HY0338
 HY0338  NGVD 29 (??/??/92)  209.681  (m)          687.93   (f) ADJ UNCH    2 0
 HY0338
 HY0338.Superseded values are not recommended for survey control.
 HY0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0338.See file dsdata.txt to determine how the superseded data were derived.
 HY0338
 HY0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD964142(NAD 83)
 HY0338_MARKER: DB = BENCH MARK DISK
 HY0338_SETTING: 66 = SET IN ROCK OUTCROP
 HY0338_SP_SET: ROCK PROJECTION
 HY0338_STAMPING: F 206 1958
 HY0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0338+STABILITY: POSITION/ELEVATION WELL
 HY0338
 HY0338  HISTORY     - Date     Condition        Report By
 HY0338  HISTORY     - 1958     MONUMENTED       CGS
 HY0338  HISTORY     - 1976     GOOD             NGS
 HY0338
 HY0338                          STATION DESCRIPTION
 HY0338
 HY0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0338'3.2 MI E FROM ENO.
 HY0338'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 554 FROM THE JUNCTION
 HY0338'OF VINTON-ENO ROAD AT ENO, THENCE ABOUT 0.75 MILE SOUTH ALONG
 HY0338'AFRICA ROAD, 108 YARDS NORTHWEST OF JUNCTION OF NORTHWEST LEG
 HY0338'OF A SMALL ROAD LEADING SOUTHWEST AND JUNCTION OF A DRIVE SOUTH TO
 HY0338'A BARN, 88 YARDS SOUTHEAST OF A 40-INCH CORRUGATED PIPE CULVERT,
 HY0338'28 FEET NORTHEAST OF CENTER LINE OF ROAD, IN THE TOP OF A  4 BY 4
 HY0338'BY 2 1/2-FOOT HIGH ROCK PROJECTION, 2 1/2 FEET NORTHEAST OF A
 HY0338'FENCE LINE, 57 1/2 FEET EAST AND ACROSS ROAD FROM A POWER POLE
 HY0338'AND ABOUT 7 FEET ABOVE LEVEL OF ROAD.
 HY0338
 HY0338                          STATION RECOVERY (1976)
 HY0338
 HY0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0354 ***********************************************************************
 JY0354  DESIGNATION -  F 207
 JY0354  PID         -  JY0354
 JY0354  STATE/COUNTY-  OH/MEIGS
 JY0354  USGS QUAD   -  WILKESVILLE (1995)
 JY0354
 JY0354                         *CURRENT SURVEY CONTROL
 JY0354  ___________________________________________________________________
 JY0354* NAD 83(1986)-  39 03 40.     (N)    082 18 22.     (W)     SCALED    
 JY0354* NAVD 88     -       196.167  (meters)     643.59   (feet)  ADJUSTED  
 JY0354  ___________________________________________________________________
 JY0354  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JY0354  DYNAMIC HT  -         196.043 (meters)     643.18  (feet)  COMP
 JY0354  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 JY0354
 JY0354  VERT ORDER  -  SECOND    CLASS 0
 JY0354
 JY0354.The horizontal coordinates were scaled from a topographic map and have
 JY0354.an estimated accuracy of +/- 6 seconds.
 JY0354
 JY0354.The orthometric height was determined by differential leveling
 JY0354.and adjusted by the National Geodetic Survey in June 1991..
 JY0354
 JY0354.The geoid height was determined by GEOID03.
 JY0354
 JY0354.The dynamic height is computed by dividing the NAVD 88
 JY0354.geopotential number by the normal gravity value computed on the
 JY0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0354.degrees latitude (g = 980.6199 gals.).
 JY0354
 JY0354.The modeled gravity was interpolated from observed gravity values.
 JY0354
 JY0354;                    North         East    Units  Estimated Accuracy
 JY0354;SPC OH S     -   117,820.      616,780.      MT  (+/- 180 meters Scaled)
 JY0354
 JY0354                          SUPERSEDED SURVEY CONTROL
 JY0354
 JY0354  NGVD 29 (??/??/92)  196.354  (m)          644.20   (f) ADJ UNCH    2 0
 JY0354
 JY0354.Superseded values are not recommended for survey control.
 JY0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0354.See file dsdata.txt to determine how the superseded data were derived.
 JY0354
 JY0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD869243(NAD 83)
 JY0354_MARKER: DB = BENCH MARK DISK
 JY0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0354_SP_SET: BRIDGE
 JY0354_STAMPING: F 207 1958
 JY0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0354
 JY0354  HISTORY     - Date     Condition        Report By
 JY0354  HISTORY     - 1958     MONUMENTED       CGS
 JY0354
 JY0354                          STATION DESCRIPTION
 JY0354
 JY0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0354'2.6 MI W FROM SALEM CENTER.
 JY0354'ABOUT 2.55 MILES WEST ALONG STATE HIGHWAY 124 FROM THE SCHOOL
 JY0354'AT SALEM CENTER, ABOUT 1.8 MILES EAST OF THE POST OFFICE AT
 JY0354'WILKESVILLE, VINTON COUNTY, IN THE TOP OF WEST END OF EAST WING
 JY0354'WALL OF A HEAVY 50-FOOT CONCRETE BRIDGE OVER STRONGS RUN, 14
 JY0354'FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 1 FOOT NORTHEAST
 JY0354'OF CONCRETE BANISTER AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1094 ***********************************************************************
 HY1094  DESIGNATION -  F 208
 HY1094  PID         -  HY1094
 HY1094  STATE/COUNTY-  OH/SCIOTO
 HY1094  USGS QUAD   -  NEW BOSTON (1975)
 HY1094
 HY1094                         *CURRENT SURVEY CONTROL
 HY1094  ___________________________________________________________________
 HY1094* NAD 83(1986)-  38 45 01.     (N)    082 55 33.     (W)     SCALED    
 HY1094* NAVD 88     -       164.766  (meters)     540.57   (feet)  ADJUSTED  
 HY1094  ___________________________________________________________________
 HY1094  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HY1094  DYNAMIC HT  -         164.662 (meters)     540.23  (feet)  COMP
 HY1094  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 HY1094
 HY1094  VERT ORDER  -  SECOND    CLASS 0
 HY1094
 HY1094.The horizontal coordinates were scaled from a topographic map and have
 HY1094.an estimated accuracy of +/- 6 seconds.
 HY1094
 HY1094.The orthometric height was determined by differential leveling
 HY1094.and adjusted by the National Geodetic Survey in June 1991..
 HY1094
 HY1094.The geoid height was determined by GEOID03.
 HY1094
 HY1094.The dynamic height is computed by dividing the NAVD 88
 HY1094.geopotential number by the normal gravity value computed on the
 HY1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1094.degrees latitude (g = 980.6199 gals.).
 HY1094
 HY1094.The modeled gravity was interpolated from observed gravity values.
 HY1094
 HY1094;                    North         East    Units  Estimated Accuracy
 HY1094;SPC OH S     -    83,380.      562,980.      MT  (+/- 180 meters Scaled)
 HY1094
 HY1094                          SUPERSEDED SURVEY CONTROL
 HY1094
 HY1094  NGVD 29 (??/??/92)  164.948  (m)          541.17   (f) ADJ UNCH    2 0
 HY1094
 HY1094.Superseded values are not recommended for survey control.
 HY1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1094.See file dsdata.txt to determine how the superseded data were derived.
 HY1094
 HY1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC326908(NAD 83)
 HY1094_MARKER: DB = BENCH MARK DISK
 HY1094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1094_SP_SET: FLOODWALL
 HY1094_STAMPING: APR 1958
 HY1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1094
 HY1094  HISTORY     - Date     Condition        Report By
 HY1094  HISTORY     - 1958     MONUMENTED       CGS
 HY1094
 HY1094                          STATION DESCRIPTION
 HY1094
 HY1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1094'1.8 MI SW FROM SCIOTOVILLE.
 HY1094'ABOUT 1.8 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1094'FROM ITS CROSSING OF U.S. HIGHWAY 52 AT SCIOTOVILLE, ABOUT 0.5
 HY1094'MILE EAST OF A GATE IN THE FLOODWALL THROUGH WHICH THE RAILWAY
 HY1094'PASSES, ABOUT 0.8 MILE WEST OF THE EAST END OF THE FLOODWALL,
 HY1094'AT MILE POST N 603, SET VERTICALLY IN THE SOUTH FACE OF THE
 HY1094'FLOODWALL, 10 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK
 HY1094'OF N. AND W. RY., 7 FEET EAST OF THE MILE POST, ABOUT 2 1/2 FEET
 HY1094'ABOVE THE GROUND, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1131 ***********************************************************************
 HY1131  DESIGNATION -  F 209
 HY1131  PID         -  HY1131
 HY1131  STATE/COUNTY-  OH/JACKSON
 HY1131  USGS QUAD   -  GALLIA (1975)
 HY1131
 HY1131                         *CURRENT SURVEY CONTROL
 HY1131  ___________________________________________________________________
 HY1131* NAD 83(1986)-  38 51 39.     (N)    082 36 03.     (W)     SCALED    
 HY1131* NAVD 88     -       208.799  (meters)     685.03   (feet)  ADJUSTED  
 HY1131  ___________________________________________________________________
 HY1131  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 HY1131  DYNAMIC HT  -         208.667 (meters)     684.60  (feet)  COMP
 HY1131  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 HY1131
 HY1131  VERT ORDER  -  SECOND    CLASS 0
 HY1131
 HY1131.The horizontal coordinates were scaled from a topographic map and have
 HY1131.an estimated accuracy of +/- 6 seconds.
 HY1131
 HY1131.The orthometric height was determined by differential leveling
 HY1131.and adjusted by the National Geodetic Survey in June 1991..
 HY1131
 HY1131.The geoid height was determined by GEOID03.
 HY1131
 HY1131.The dynamic height is computed by dividing the NAVD 88
 HY1131.geopotential number by the normal gravity value computed on the
 HY1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1131.degrees latitude (g = 980.6199 gals.).
 HY1131
 HY1131.The modeled gravity was interpolated from observed gravity values.
 HY1131
 HY1131;                    North         East    Units  Estimated Accuracy
 HY1131;SPC OH S     -    95,570.      591,250.      MT  (+/- 180 meters Scaled)
 HY1131
 HY1131                          SUPERSEDED SURVEY CONTROL
 HY1131
 HY1131  NGVD 29 (??/??/92)  208.977  (m)          685.62   (f) ADJ UNCH    2 0
 HY1131
 HY1131.Superseded values are not recommended for survey control.
 HY1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1131.See file dsdata.txt to determine how the superseded data were derived.
 HY1131
 HY1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD611025(NAD 83)
 HY1131_MARKER: DB = BENCH MARK DISK
 HY1131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1131_SP_SET: CULVERT
 HY1131_STAMPING: F 209 1958
 HY1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1131
 HY1131  HISTORY     - Date     Condition        Report By
 HY1131  HISTORY     - 1958     MONUMENTED       CGS
 HY1131
 HY1131                          STATION DESCRIPTION
 HY1131
 HY1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1131'3 MI SW FROM OAK HILL.
 HY1131'ABOUT 3.05 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1131'FROM THE STATION AT OAK HILL, IN SECTION 26 T 5N R 18W, AT
 HY1131'BLACK FORK JUNCTION, AT A GRAVEL ROAD CROSSING, SET IN THE TOP
 HY1131'OF THE NORTH END OF THE WEST HEADWALL OF A 12-FOOT CONCRETE
 HY1131'CULVERT UNDER THE GRAVEL ROAD, 10 FEET WEST OF THE CENTER LINE
 HY1131'OF THE GRAVEL ROAD, 112 FEET SOUTH OF THE SOUTHEAST RAIL AND THE
 HY1131'CROSSING OF THE MAIN TRACK AND THE GRAVEL ROAD, ABOUT 4 FEET
 HY1131'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1391 ***********************************************************************
 KZ1391  DESIGNATION -  F 21
 KZ1391  PID         -  KZ1391
 KZ1391  STATE/COUNTY-  OH/WYANDOT
 KZ1391  USGS QUAD   -  CAREY (1980)
 KZ1391
 KZ1391                         *CURRENT SURVEY CONTROL
 KZ1391  ___________________________________________________________________
 KZ1391* NAD 83(1986)-  40 57 22.     (N)    083 22 36.     (W)     SCALED    
 KZ1391* NAVD 88     -       249.869  (meters)     819.78   (feet)  ADJUSTED  
 KZ1391  ___________________________________________________________________
 KZ1391  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 KZ1391  DYNAMIC HT  -         249.752 (meters)     819.39  (feet)  COMP
 KZ1391  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 KZ1391
 KZ1391  VERT ORDER  -  SECOND    CLASS 0
 KZ1391
 KZ1391.The horizontal coordinates were scaled from a topographic map and have
 KZ1391.an estimated accuracy of +/- 6 seconds.
 KZ1391
 KZ1391.The orthometric height was determined by differential leveling
 KZ1391.and adjusted by the National Geodetic Survey in June 1991..
 KZ1391
 KZ1391.The geoid height was determined by GEOID03.
 KZ1391
 KZ1391.The dynamic height is computed by dividing the NAVD 88
 KZ1391.geopotential number by the normal gravity value computed on the
 KZ1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1391.degrees latitude (g = 980.6199 gals.).
 KZ1391
 KZ1391.The modeled gravity was interpolated from observed gravity values.
 KZ1391
 KZ1391;                    North         East    Units  Estimated Accuracy
 KZ1391;SPC OH N     -   143,560.      526,200.      MT  (+/- 180 meters Scaled)
 KZ1391
 KZ1391                          SUPERSEDED SURVEY CONTROL
 KZ1391
 KZ1391  NGVD 29 (??/??/92)  249.994  (m)          820.19   (f) ADJ UNCH    2 0
 KZ1391
 KZ1391.Superseded values are not recommended for survey control.
 KZ1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1391.See file dsdata.txt to determine how the superseded data were derived.
 KZ1391
 KZ1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF999366(NAD 83)
 KZ1391_MARKER: DB = BENCH MARK DISK
 KZ1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1391_STAMPING: F 21 1934
 KZ1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1391+STABILITY: SURFACE MOTION
 KZ1391
 KZ1391  HISTORY     - Date     Condition        Report By
 KZ1391  HISTORY     - 1934     MONUMENTED       CGS
 KZ1391  HISTORY     - 1959     GOOD             NGS
 KZ1391
 KZ1391                          STATION DESCRIPTION
 KZ1391
 KZ1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1391'AT CAREY.
 KZ1391'AT CAREY, WYANDOT COUNTY, AT THE CROSSING OF THE NORTHERN OHIO
 KZ1391'RAILWAY AND THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS
 KZ1391'RAILWAY, 31.1 FEET SOUTHEAST OF THE INTERSECTION OF THE SOUTH RAIL
 KZ1391'OF THE N.O. RY. TRACK WITH THE EAST RAIL OF THE C.C.C. AND ST. L.
 KZ1391'RY. TRACK, 31.1 FEET EAST OF THE EAST RAIL OF THE C.C.C. AND ST. L.
 KZ1391'RY. TRACK, 28.4 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 KZ1391'19.8 FEET SOUTH OF THE SOUTH RAIL OF THE N.O. RY. TRACK, AND LEVEL
 KZ1391'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 21 1934 AND
 KZ1391'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1334 ***********************************************************************
 HY1334  DESIGNATION -  F 210
 HY1334  PID         -  HY1334
 HY1334  STATE/COUNTY-  OH/SCIOTO
 HY1334  USGS QUAD   -  WHEELERSBURG (1985)
 HY1334
 HY1334                         *CURRENT SURVEY CONTROL
 HY1334  ___________________________________________________________________
 HY1334* NAD 83(1986)-  38 37 35.     (N)    082 49 45.     (W)     SCALED    
 HY1334* NAVD 88     -       166.456  (meters)     546.11   (feet)  ADJUSTED  
 HY1334  ___________________________________________________________________
 HY1334  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 HY1334  DYNAMIC HT  -         166.350 (meters)     545.77  (feet)  COMP
 HY1334  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 HY1334
 HY1334  VERT ORDER  -  SECOND    CLASS 0
 HY1334
 HY1334.The horizontal coordinates were scaled from a topographic map and have
 HY1334.an estimated accuracy of +/- 6 seconds.
 HY1334
 HY1334.The orthometric height was determined by differential leveling
 HY1334.and adjusted by the National Geodetic Survey in June 1991..
 HY1334
 HY1334.The geoid height was determined by GEOID03.
 HY1334
 HY1334.The dynamic height is computed by dividing the NAVD 88
 HY1334.geopotential number by the normal gravity value computed on the
 HY1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1334.degrees latitude (g = 980.6199 gals.).
 HY1334
 HY1334.The modeled gravity was interpolated from observed gravity values.
 HY1334
 HY1334;                    North         East    Units  Estimated Accuracy
 HY1334;SPC OH S     -    69,590.      571,340.      MT  (+/- 180 meters Scaled)
 HY1334
 HY1334                          SUPERSEDED SURVEY CONTROL
 HY1334
 HY1334  NGVD 29 (??/??/92)  166.645  (m)          546.73   (f) ADJ UNCH    2 0
 HY1334
 HY1334.Superseded values are not recommended for survey control.
 HY1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1334.See file dsdata.txt to determine how the superseded data were derived.
 HY1334
 HY1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC407769(NAD 83)
 HY1334_MARKER: DB = BENCH MARK DISK
 HY1334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1334_SP_SET: CULVERT
 HY1334_STAMPING: F 210 1958
 HY1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1334
 HY1334  HISTORY     - Date     Condition        Report By
 HY1334  HISTORY     - 1958     MONUMENTED       CGS
 HY1334  HISTORY     - 1974     GOOD             NGS
 HY1334
 HY1334                          STATION DESCRIPTION
 HY1334
 HY1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1334'1 MI NE FROM FRANKLIN FURNACE.
 HY1334'ABOUT 0.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE POST
 HY1334'OFFICE AT FRANKLIN FURNACE, THENCE 0.8 MILES NORTHEAST ALONG
 HY1334'A BLACKTOP ROAD, ABOUT 0.5 MILE NORTHEAST OF THE CROSSING OF THE
 HY1334'CHESAPEAKE AND OHIO RAILWAY, ABOUT 0.15 MILE WEST OF A SIDE
 HY1334'ROAD NORTH, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL
 HY1334'OF A 6-FOOT CONCRETE BOX CULVERT, 10 FEET NORTH OF THE CENTER
 HY1334'LINE OF THE HIGHWAY, 1 FOOT EAST OF THE WEST END OF THE HEADWALL,
 HY1334'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 HY1334
 HY1334                          STATION RECOVERY (1974)
 HY1334
 HY1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HY1334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1346 ***********************************************************************
 HY1346  DESIGNATION -  F 211
 HY1346  PID         -  HY1346
 HY1346  STATE/COUNTY-  OH/LAWRENCE
 HY1346  USGS QUAD   -  PEDRO (1983)
 HY1346
 HY1346                         *CURRENT SURVEY CONTROL
 HY1346  ___________________________________________________________________
 HY1346* NAD 83(1986)-  38 40 07.     (N)    082 42 38.     (W)     SCALED    
 HY1346* NAVD 88     -       182.381  (meters)     598.36   (feet)  ADJUSTED  
 HY1346  ___________________________________________________________________
 HY1346  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HY1346  DYNAMIC HT  -         182.265 (meters)     597.98  (feet)  COMP
 HY1346  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 HY1346
 HY1346  VERT ORDER  -  SECOND    CLASS 0
 HY1346
 HY1346.The horizontal coordinates were scaled from a topographic map and have
 HY1346.an estimated accuracy of +/- 6 seconds.
 HY1346
 HY1346.The orthometric height was determined by differential leveling
 HY1346.and adjusted by the National Geodetic Survey in June 1991..
 HY1346
 HY1346.The geoid height was determined by GEOID03.
 HY1346
 HY1346.The dynamic height is computed by dividing the NAVD 88
 HY1346.geopotential number by the normal gravity value computed on the
 HY1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1346.degrees latitude (g = 980.6199 gals.).
 HY1346
 HY1346.The modeled gravity was interpolated from observed gravity values.
 HY1346
 HY1346;                    North         East    Units  Estimated Accuracy
 HY1346;SPC OH S     -    74,250.      581,680.      MT  (+/- 180 meters Scaled)
 HY1346
 HY1346                          SUPERSEDED SURVEY CONTROL
 HY1346
 HY1346  NGVD 29 (??/??/92)  182.566  (m)          598.97   (f) ADJ UNCH    2 0
 HY1346
 HY1346.Superseded values are not recommended for survey control.
 HY1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1346.See file dsdata.txt to determine how the superseded data were derived.
 HY1346
 HY1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC511813(NAD 83)
 HY1346_MARKER: DB = BENCH MARK DISK
 HY1346_SETTING: 66 = SET IN ROCK OUTCROP
 HY1346_SP_SET: ROCK CUT
 HY1346_STAMPING: F 211 1958
 HY1346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1346+STABILITY: POSITION/ELEVATION WELL
 HY1346
 HY1346  HISTORY     - Date     Condition        Report By
 HY1346  HISTORY     - 1958     MONUMENTED       CGS
 HY1346
 HY1346                          STATION DESCRIPTION
 HY1346
 HY1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1346'4.9 MI E FROM POWELLSVILLE.
 HY1346'ABOUT 4.9 MILES EAST ALONG STATE HIGHWAY 522 FROM THE FREEWILL
 HY1346'BAPTIST CHURCH AT POWELLSVILLE, IN SECTION 1, T 2N, R 19W, ABOUT
 HY1346'0.6 MILE SOUTHWEST OF A 90-FOOT BRIDGE OVER PINE CREEK, ON THE
 HY1346'INSIDE OF A CURVE WITH TANGENTS TO THE NORTH AND WEST, SET IN
 HY1346'THE TOP AND AT THE EAST EDGE OF A ROCK ABOUT 1 1/2 FEET HIGH AND
 HY1346'40 FEET LONG IN A HIGH BANK WEST OF THE HIGHWAY, 24 FEET WEST OF
 HY1346'THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF THE SOUTH END
 HY1346'OFF THE ROCK, 1/2 FOOT WEST AND ABOVE A 6-INCH TRIANGLE CUT IN
 HY1346'THE EAST FACE OF THE ROCK, ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE
 HY1346'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1221 ***********************************************************************
 HY1221  DESIGNATION -  F 212
 HY1221  PID         -  HY1221
 HY1221  STATE/COUNTY-  OH/LAWRENCE
 HY1221  USGS QUAD   -  PEDRO (1983)
 HY1221
 HY1221                         *CURRENT SURVEY CONTROL
 HY1221  ___________________________________________________________________
 HY1221* NAD 83(1986)-  38 37 36.     (N)    082 38 53.     (W)     SCALED    
 HY1221* NAVD 88     -       196.186  (meters)     643.65   (feet)  ADJUSTED  
 HY1221  ___________________________________________________________________
 HY1221  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HY1221  DYNAMIC HT  -         196.060 (meters)     643.24  (feet)  COMP
 HY1221  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 HY1221
 HY1221  VERT ORDER  -  SECOND    CLASS 0
 HY1221
 HY1221.The horizontal coordinates were scaled from a topographic map and have
 HY1221.an estimated accuracy of +/- 6 seconds.
 HY1221
 HY1221.The orthometric height was determined by differential leveling
 HY1221.and adjusted by the National Geodetic Survey in June 1991..
 HY1221
 HY1221.The geoid height was determined by GEOID03.
 HY1221
 HY1221.The dynamic height is computed by dividing the NAVD 88
 HY1221.geopotential number by the normal gravity value computed on the
 HY1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1221.degrees latitude (g = 980.6199 gals.).
 HY1221
 HY1221.The modeled gravity was interpolated from observed gravity values.
 HY1221
 HY1221;                    North         East    Units  Estimated Accuracy
 HY1221;SPC OH S     -    69,580.      587,110.      MT  (+/- 180 meters Scaled)
 HY1221
 HY1221                          SUPERSEDED SURVEY CONTROL
 HY1221
 HY1221  NGVD 29 (??/??/92)  196.373  (m)          644.27   (f) ADJ UNCH    2 0
 HY1221
 HY1221.Superseded values are not recommended for survey control.
 HY1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1221.See file dsdata.txt to determine how the superseded data were derived.
 HY1221
 HY1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC565766(NAD 83)
 HY1221_MARKER: DB = BENCH MARK DISK
 HY1221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1221_SP_SET: ABUTMENT
 HY1221_STAMPING: F 212 1958
 HY1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY1221+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 HY1221
 HY1221  HISTORY     - Date     Condition        Report By
 HY1221  HISTORY     - 1958     MONUMENTED       CGS
 HY1221  HISTORY     - 20040418 GOOD             GEOCAC
 HY1221
 HY1221                          STATION DESCRIPTION
 HY1221
 HY1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1221'1.1 MI SE FROM PEDRO.
 HY1221'ABOUT 0.5 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE WEST DRIVE
 HY1221'TO THE SCHOOL AT PEDRO, THENCE 0.6 MILE EAST ON A BLACKTOP
 HY1221'ROAD, IN SECTION 22, T 2N, R 18W, ON THE INSIDE OF A LONG CURVE
 HY1221'WITH TANGENST TO THE WEST AND NORTHEAST, SET IN THE TOP OF THE
 HY1221'NORTH END OF THE WEST ABUTMENT OF A 15-FOOT CONCRETE SKEW BRIDGE
 HY1221'OVER A VERY SMALL STREAM, 16 FEET NORTH OF THE CENTER LINE OF THE
 HY1221'ROAD, 3 FEET NORTHEAST OF THE WEST END OF THE CONCRETE GUARD
 HY1221'RAIL ALONG THE NORTH SIDE OF THE BRIDGE, ABOUT LEVEL WITH THE
 HY1221'ROAD.
 HY1221
 HY1221                          STATION RECOVERY (2004)
 HY1221
 HY1221'RECOVERY NOTE BY GEOCACHING 2004 (GPL)
 HY1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0978 ***********************************************************************
 HY0978  DESIGNATION -  F 213
 HY0978  PID         -  HY0978
 HY0978  STATE/COUNTY-  OH/LAWRENCE
 HY0978  USGS QUAD   -  CATLETTSBURG (1985)
 HY0978
 HY0978                         *CURRENT SURVEY CONTROL
 HY0978  ___________________________________________________________________
 HY0978* NAD 83(1986)-  38 27 43.     (N)    082 34 57.     (W)     SCALED    
 HY0978* NAVD 88     -       170.818  (meters)     560.43   (feet)  ADJUSTED  
 HY0978  ___________________________________________________________________
 HY0978  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 HY0978  DYNAMIC HT  -         170.705 (meters)     560.05  (feet)  COMP
 HY0978  MODELED GRAV-     979,962.9   (mgal)                       NAVD 88
 HY0978
 HY0978  VERT ORDER  -  SECOND    CLASS 0
 HY0978
 HY0978.The horizontal coordinates were scaled from a topographic map and have
 HY0978.an estimated accuracy of +/- 6 seconds.
 HY0978
 HY0978.The orthometric height was determined by differential leveling
 HY0978.and adjusted by the National Geodetic Survey in June 1991..
 HY0978
 HY0978.The geoid height was determined by GEOID03.
 HY0978
 HY0978.The dynamic height is computed by dividing the NAVD 88
 HY0978.geopotential number by the normal gravity value computed on the
 HY0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0978.degrees latitude (g = 980.6199 gals.).
 HY0978
 HY0978.The modeled gravity was interpolated from observed gravity values.
 HY0978
 HY0978;                    North         East    Units  Estimated Accuracy
 HY0978;SPC OH S     -    51,290.      592,800.      MT  (+/- 180 meters Scaled)
 HY0978
 HY0978                          SUPERSEDED SURVEY CONTROL
 HY0978
 HY0978  NGVD 29 (??/??/92)  171.006  (m)          561.04   (f) ADJ UNCH    2 0
 HY0978
 HY0978.Superseded values are not recommended for survey control.
 HY0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0978.See file dsdata.txt to determine how the superseded data were derived.
 HY0978
 HY0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC619582(NAD 83)
 HY0978_MARKER: DB = BENCH MARK DISK
 HY0978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0978_SP_SET: BRIDGE
 HY0978_STAMPING: F 213 1958
 HY0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0978
 HY0978  HISTORY     - Date     Condition        Report By
 HY0978  HISTORY     - 1958     MONUMENTED       CGS
 HY0978
 HY0978                          STATION DESCRIPTION
 HY0978
 HY0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0978'3.6 MI E FROM COAL GROVE.
 HY0978'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY 52 FROM THE OHIO RIVER
 HY0978'BRIDGE AT COAL GROVE, THENCE 1.7 MILES EAST ALONG A BLACKTOP
 HY0978'ROAD, ABOUT 0.65 MILE WEST OF A SIDE ROAD NORTH, SET IN THE TOP
 HY0978'OF THE NORTHEAST END OF THE WINGWALL AT THE NORTHEAST CORNER OF
 HY0978'THE 30-FOOT BRIDGE UNDER A PRIVATE ROAD SOUTH, 39 FEET SOUTH OF
 HY0978'THE CENTER LINE OF THE ROAD, 10 FEET EAST OF THE CENTER LINE
 HY0978'OF THE PRIVATE ROAD, 1 FOOT SOUTHWEST OF THE NORTHEAST END OF
 HY0978'THE WINGWALL, ABOUT 2 FEET BELOW THE LEVEL OF THE PRIVATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0179 ***********************************************************************
 HY0179  DESIGNATION -  F 214
 HY0179  PID         -  HY0179
 HY0179  STATE/COUNTY-  OH/LAWRENCE
 HY0179  USGS QUAD   -  WATERLOO (1988)
 HY0179
 HY0179                         *CURRENT SURVEY CONTROL
 HY0179  ___________________________________________________________________
 HY0179* NAD 83(1986)-  38 38 00.     (N)    082 27 51.     (W)     SCALED    
 HY0179* NAVD 88     -       190.835  (meters)     626.10   (feet)  ADJUSTED  
 HY0179  ___________________________________________________________________
 HY0179  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HY0179  DYNAMIC HT  -         190.710 (meters)     625.69  (feet)  COMP
 HY0179  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 HY0179
 HY0179  VERT ORDER  -  SECOND    CLASS 0
 HY0179
 HY0179.The horizontal coordinates were scaled from a topographic map and have
 HY0179.an estimated accuracy of +/- 6 seconds.
 HY0179
 HY0179.The orthometric height was determined by differential leveling
 HY0179.and adjusted by the National Geodetic Survey in June 1991..
 HY0179
 HY0179.The geoid height was determined by GEOID03.
 HY0179
 HY0179.The dynamic height is computed by dividing the NAVD 88
 HY0179.geopotential number by the normal gravity value computed on the
 HY0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0179.degrees latitude (g = 980.6199 gals.).
 HY0179
 HY0179.The modeled gravity was interpolated from observed gravity values.
 HY0179
 HY0179;                    North         East    Units  Estimated Accuracy
 HY0179;SPC OH S     -    70,310.      603,120.      MT  (+/- 180 meters Scaled)
 HY0179
 HY0179                          SUPERSEDED SURVEY CONTROL
 HY0179
 HY0179  NGVD 29 (??/??/92)  191.020  (m)          626.70   (f) ADJ UNCH    2 0
 HY0179
 HY0179.Superseded values are not recommended for survey control.
 HY0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0179.See file dsdata.txt to determine how the superseded data were derived.
 HY0179
 HY0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC725771(NAD 83)
 HY0179_MARKER: DB = BENCH MARK DISK
 HY0179_SETTING: 66 = SET IN ROCK OUTCROP
 HY0179_SP_SET: ROCK CUT
 HY0179_STAMPING: F 214 1958
 HY0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0179+STABILITY: POSITION/ELEVATION WELL
 HY0179
 HY0179  HISTORY     - Date     Condition        Report By
 HY0179  HISTORY     - 1958     MONUMENTED       CGS
 HY0179
 HY0179                          STATION DESCRIPTION
 HY0179
 HY0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0179'0.4 MI NW FROM WILGUS.
 HY0179'ABOUT 0.4 MILES NORTHWEST ALONG STATE HIGHWAY 141 FROM ITS
 HY0179'JUNCTION WITH STATE HIGHWAY 775 AT WILGUS, IN SECTION 19, T 3 N,
 HY0179'R 16 W, ON THE INSIDE OF A SHARP CURVE WITH TANGENTS TO THE
 HY0179'NORTH AND EAST, SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE
 HY0179'ROCK CUT, 20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HY0179'114 FEET NORTHWEST OF THE SOUTHEAST END OF THE ROCK, 2 1/2 FEET
 HY0179'ABOVE THE GROUND, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1302 ***********************************************************************
 HY1302  DESIGNATION -  F 215
 HY1302  PID         -  HY1302
 HY1302  STATE/COUNTY-  OH/SCIOTO
 HY1302  USGS QUAD   -  MINFORD (1990)
 HY1302
 HY1302                         *CURRENT SURVEY CONTROL
 HY1302  ___________________________________________________________________
 HY1302* NAD 83(1986)-  38 50 19.     (N)    082 50 15.     (W)     SCALED    
 HY1302* NAVD 88     -       204.080  (meters)     669.55   (feet)  ADJUSTED  
 HY1302  ___________________________________________________________________
 HY1302  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY1302  DYNAMIC HT  -         203.951 (meters)     669.13  (feet)  COMP
 HY1302  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 HY1302
 HY1302  VERT ORDER  -  SECOND    CLASS 0
 HY1302
 HY1302.This mark is at Greater Portsmouth Regional Airport (PMH)
 HY1302
 HY1302.The horizontal coordinates were scaled from a topographic map and have
 HY1302.an estimated accuracy of +/- 6 seconds.
 HY1302
 HY1302.The orthometric height was determined by differential leveling
 HY1302.and adjusted by the National Geodetic Survey in June 1991..
 HY1302
 HY1302.The geoid height was determined by GEOID03.
 HY1302
 HY1302.The dynamic height is computed by dividing the NAVD 88
 HY1302.geopotential number by the normal gravity value computed on the
 HY1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1302.degrees latitude (g = 980.6199 gals.).
 HY1302
 HY1302.The modeled gravity was interpolated from observed gravity values.
 HY1302
 HY1302;                    North         East    Units  Estimated Accuracy
 HY1302;SPC OH S     -    93,150.      570,700.      MT  (+/- 180 meters Scaled)
 HY1302
 HY1302                          SUPERSEDED SURVEY CONTROL
 HY1302
 HY1302  NGVD 29 (??/??/92)  204.264  (m)          670.16   (f) ADJ UNCH    2 0
 HY1302
 HY1302.Superseded values are not recommended for survey control.
 HY1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1302.See file dsdata.txt to determine how the superseded data were derived.
 HY1302
 HY1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD405004(NAD 83)
 HY1302_MARKER: DB = BENCH MARK DISK
 HY1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1302_STAMPING: F 215 1958
 HY1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1302+STABILITY: SURFACE MOTION
 HY1302
 HY1302  HISTORY     - Date     Condition        Report By
 HY1302  HISTORY     - 1958     MONUMENTED       CGS
 HY1302  HISTORY     - 1964     GOOD             NGS
 HY1302
 HY1302                          STATION DESCRIPTION
 HY1302
 HY1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1302'2.6 MI SE FROM MINFORD.
 HY1302'ABOUT 0.6 MILES SOUTH ALONG STATE HIGHWAY 335 FROM ITS CROSSING
 HY1302'OF STATE HIGHWAY 139 AT MINFORD, THENCE 1.75 MILES SOUTHEAST
 HY1302'ALONG A BLACKTOP ROAD, THENCE 0.2 MILES NORTH ALONG A GRAVEL
 HY1302'ROAD, IN SECTION 10, T 4N, R 20W, AT THE KNORE AIRPORT, AT THE
 HY1302'JUNCTION OF THE DRIVE TO THE AIRPORT, AT THE SOUTHWEST CORNER OF
 HY1302'THE COMBINATION ADMINISTRATION BUILDING AND HANGER, 64 FEET EAST
 HY1302'OF THE CENTER LINE OF THE ROAD, 88 FEET NORTHEAST OF THE CENTER
 HY1302'LINE OF THE JUNCTION OF THE DRIVE, 3 FEET NORTHWEST OF THE SOUTHWEST
 HY1302'CORNER OF THE BUILDING, 1 1/2 FEET WEST OF THE WEST WALL OF THE
 HY1302'BUILDING, 2 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT LEVEL
 HY1302'WITH THE PARKING AREA, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY1302'3 INCHES.
 HY1302
 HY1302                          STATION RECOVERY (1964)
 HY1302
 HY1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HY1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1150 ***********************************************************************
 HY1150  DESIGNATION -  F 216
 HY1150  PID         -  HY1150
 HY1150  STATE/COUNTY-  OH/SCIOTO
 HY1150  USGS QUAD   -  LUCASVILLE (1975)
 HY1150
 HY1150                         *CURRENT SURVEY CONTROL
 HY1150  ___________________________________________________________________
 HY1150* NAD 83(1986)-  38 56 53.     (N)    082 59 08.     (W)     SCALED    
 HY1150* NAVD 88     -       201.410  (meters)     660.79   (feet)  ADJUSTED  
 HY1150  ___________________________________________________________________
 HY1150  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY1150  DYNAMIC HT  -         201.286 (meters)     660.39  (feet)  COMP
 HY1150  MODELED GRAV-     980,006.2   (mgal)                       NAVD 88
 HY1150
 HY1150  VERT ORDER  -  SECOND    CLASS 0
 HY1150
 HY1150.The horizontal coordinates were scaled from a topographic map and have
 HY1150.an estimated accuracy of +/- 6 seconds.
 HY1150
 HY1150.The orthometric height was determined by differential leveling
 HY1150.and adjusted by the National Geodetic Survey in June 1991..
 HY1150
 HY1150.The geoid height was determined by GEOID03.
 HY1150
 HY1150.The dynamic height is computed by dividing the NAVD 88
 HY1150.geopotential number by the normal gravity value computed on the
 HY1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1150.degrees latitude (g = 980.6199 gals.).
 HY1150
 HY1150.The modeled gravity was interpolated from observed gravity values.
 HY1150
 HY1150;                    North         East    Units  Estimated Accuracy
 HY1150;SPC OH S     -   105,360.      557,910.      MT  (+/- 180 meters Scaled)
 HY1150
 HY1150                          SUPERSEDED SURVEY CONTROL
 HY1150
 HY1150  NGVD 29 (??/??/92)  201.586  (m)          661.37   (f) ADJ UNCH    2 0
 HY1150
 HY1150.Superseded values are not recommended for survey control.
 HY1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1150.See file dsdata.txt to determine how the superseded data were derived.
 HY1150
 HY1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD279128(NAD 83)
 HY1150_MARKER: DB = BENCH MARK DISK
 HY1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1150_STAMPING: F 216 1958
 HY1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1150+STABILITY: SURFACE MOTION
 HY1150
 HY1150  HISTORY     - Date     Condition        Report By
 HY1150  HISTORY     - 1958     MONUMENTED       CGS
 HY1150
 HY1150                          STATION DESCRIPTION
 HY1150
 HY1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1150'5.6 MI SE FROM WAKFIELD.
 HY1150'ABOUT 3.05 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HY1150'THE STATION AT WAKEFIELD, THENCE 2.55 MILES EAST ALONG A BLACKTOP
 HY1150'ROAD, IN SECTION 5, T 5N, R 21W, AT THE JUNCTION OF THE SOUTHWEST
 HY1150'DRIVE TO THE STRINGTOWN BAPTIST CHURCH AND THE SCIOTO CEMETERY,
 HY1150'31 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 17 FEET EAST
 HY1150'OF THE CENTER LINE OF THE DRIVE, 69 FEET SOUTH OF THE SOUTH CORNER
 HY1150'OF THE CHURCH, 8 1/2 FEET NORTHEAST OF A POWER POLE, 26 FEET
 HY1150'SOUTHWEST OF A 6-INCH CEDAR TREE, 2 FEET SOUTHWEST OF A CONCRETE
 HY1150'WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, SET IN
 HY1150'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0609 ***********************************************************************
 JY0609  DESIGNATION -  F 217
 JY0609  PID         -  JY0609
 JY0609  STATE/COUNTY-  OH/PIKE
 JY0609  USGS QUAD   -  WAVERLY SOUTH (1992)
 JY0609
 JY0609                         *CURRENT SURVEY CONTROL
 JY0609  ___________________________________________________________________
 JY0609* NAD 83(1986)-  39 03 22.     (N)    082 56 38.     (W)     SCALED    
 JY0609* NAVD 88     -       202.960  (meters)     665.88   (feet)  ADJUSTED  
 JY0609  ___________________________________________________________________
 JY0609  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JY0609  DYNAMIC HT  -         202.835 (meters)     665.47  (feet)  COMP
 JY0609  MODELED GRAV-     980,008.4   (mgal)                       NAVD 88
 JY0609
 JY0609  VERT ORDER  -  SECOND    CLASS 0
 JY0609
 JY0609.The horizontal coordinates were scaled from a topographic map and have
 JY0609.an estimated accuracy of +/- 6 seconds.
 JY0609
 JY0609.The orthometric height was determined by differential leveling
 JY0609.and adjusted by the National Geodetic Survey in June 1991..
 JY0609
 JY0609.The geoid height was determined by GEOID03.
 JY0609
 JY0609.The dynamic height is computed by dividing the NAVD 88
 JY0609.geopotential number by the normal gravity value computed on the
 JY0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0609.degrees latitude (g = 980.6199 gals.).
 JY0609
 JY0609.The modeled gravity was interpolated from observed gravity values.
 JY0609
 JY0609;                    North         East    Units  Estimated Accuracy
 JY0609;SPC OH S     -   117,340.      561,580.      MT  (+/- 180 meters Scaled)
 JY0609
 JY0609                          SUPERSEDED SURVEY CONTROL
 JY0609
 JY0609  NGVD 29 (??/??/92)  203.124  (m)          666.42   (f) ADJ UNCH    2 0
 JY0609
 JY0609.Superseded values are not recommended for survey control.
 JY0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0609.See file dsdata.txt to determine how the superseded data were derived.
 JY0609
 JY0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD318248(NAD 83)
 JY0609_MARKER: DB = BENCH MARK DISK
 JY0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0609_STAMPING: F 217 1958
 JY0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0609+STABILITY: SURFACE MOTION
 JY0609
 JY0609  HISTORY     - Date     Condition        Report By
 JY0609  HISTORY     - 1958     MONUMENTED       CGS
 JY0609  HISTORY     - 1967     GOOD             NGS
 JY0609
 JY0609                          STATION DESCRIPTION
 JY0609
 JY0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0609'0.6 MI W FROM GIVENS.
 JY0609'ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 214 FROM THE OVERPASS
 JY0609'OVER THE CHESAPEAKE AND OHIO RAILWAY AT GIVENS, ABOUT 0.6
 JY0609'MILE EAST OF THE JUNCTION OF STATE HIGHWAY 220, AT THE JUNCTION
 JY0609'OF A DRIVE SOUTHWEST TO AN ABANDONED TRAILER PARK, 42 FEET
 JY0609'SOUTHWEST OF CENTER LINE OF HIGHWAY, 77 FEET NORTHWEST OF
 JY0609'CENTER LINE OF DRIVE, 61 FEET WEST OF WEST END OF A 12-INCH
 JY0609'PIPE CULVERT UNDER DRIVE, 2 1/2 FEET SOUTHEAST OF A POWER POLE
 JY0609'AND IS IN LINE WITH ROW OF POLES, 2 FEET NORTHWEST OF A CONCRETE
 JY0609'WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 JY0609'CONCRETE POST PROJECTING 3 INCHES.
 JY0609
 JY0609                          STATION RECOVERY (1967)
 JY0609
 JY0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0562 ***********************************************************************
 JY0562  DESIGNATION -  F 218
 JY0562  PID         -  JY0562
 JY0562  STATE/COUNTY-  OH/ROSS
 JY0562  USGS QUAD   -  RICHMOND DALE (1992)
 JY0562
 JY0562                         *CURRENT SURVEY CONTROL
 JY0562  ___________________________________________________________________
 JY0562* NAD 83(1986)-  39 14 22.     (N)    082 47 31.     (W)     SCALED    
 JY0562* NAVD 88     -       187.888  (meters)     616.43   (feet)  ADJUSTED  
 JY0562  ___________________________________________________________________
 JY0562  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JY0562  DYNAMIC HT  -         187.773 (meters)     616.05  (feet)  COMP
 JY0562  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 JY0562
 JY0562  VERT ORDER  -  SECOND    CLASS 0
 JY0562
 JY0562.The horizontal coordinates were scaled from a topographic map and have
 JY0562.an estimated accuracy of +/- 6 seconds.
 JY0562
 JY0562.The orthometric height was determined by differential leveling
 JY0562.and adjusted by the National Geodetic Survey in June 1991..
 JY0562
 JY0562.The geoid height was determined by GEOID03.
 JY0562
 JY0562.The dynamic height is computed by dividing the NAVD 88
 JY0562.geopotential number by the normal gravity value computed on the
 JY0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0562.degrees latitude (g = 980.6199 gals.).
 JY0562
 JY0562.The modeled gravity was interpolated from observed gravity values.
 JY0562
 JY0562;                    North         East    Units  Estimated Accuracy
 JY0562;SPC OH S     -   137,640.      574,800.      MT  (+/- 180 meters Scaled)
 JY0562
 JY0562                          SUPERSEDED SURVEY CONTROL
 JY0562
 JY0562  NGVD 29 (??/??/92)  188.057  (m)          616.98   (f) ADJ UNCH    2 0
 JY0562
 JY0562.Superseded values are not recommended for survey control.
 JY0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0562.See file dsdata.txt to determine how the superseded data were derived.
 JY0562
 JY0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD453448(NAD 83)
 JY0562_MARKER: DB = BENCH MARK DISK
 JY0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0562_SP_SET: CULVERT
 JY0562_STAMPING: F 218 1958
 JY0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0562
 JY0562  HISTORY     - Date     Condition        Report By
 JY0562  HISTORY     - 1958     MONUMENTED       CGS
 JY0562
 JY0562                          STATION DESCRIPTION
 JY0562
 JY0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0562'0.7 MI S FROM VIGO.
 JY0562'ABOUT 0.7 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSING OF
 JY0562'THE BALTIMORE AND OHIO RAILROAD AT VIGO, ON THE OUTSIDE OF A CURVE
 JY0562'WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, IN THE TOP OF THE
 JY0562'SOUTH END OF THE EAST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT,
 JY0562'12 FEET EAST OF CENTER LINE OF ROAD AND 1 FOOT BELOW LEVEL OF
 JY0562'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0566 ***********************************************************************
 JY0566  DESIGNATION -  F 219
 JY0566  PID         -  JY0566
 JY0566  STATE/COUNTY-  OH/PIKE
 JY0566  USGS QUAD   -  WAVERLY NORTH (1992)
 JY0566
 JY0566                         *CURRENT SURVEY CONTROL
 JY0566  ___________________________________________________________________
 JY0566* NAD 83(1986)-  39 07 50.     (N)    082 53 05.     (W)     SCALED    
 JY0566* NAVD 88     -       198.068  (meters)     649.83   (feet)  ADJUSTED  
 JY0566  ___________________________________________________________________
 JY0566  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JY0566  DYNAMIC HT  -         197.947 (meters)     649.43  (feet)  COMP
 JY0566  MODELED GRAV-     980,009.5   (mgal)                       NAVD 88
 JY0566
 JY0566  VERT ORDER  -  SECOND    CLASS 0
 JY0566
 JY0566.The horizontal coordinates were scaled from a topographic map and have
 JY0566.an estimated accuracy of +/- 6 seconds.
 JY0566
 JY0566.The orthometric height was determined by differential leveling
 JY0566.and adjusted by the National Geodetic Survey in June 1991..
 JY0566
 JY0566.The geoid height was determined by GEOID03.
 JY0566
 JY0566.The dynamic height is computed by dividing the NAVD 88
 JY0566.geopotential number by the normal gravity value computed on the
 JY0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0566.degrees latitude (g = 980.6199 gals.).
 JY0566
 JY0566.The modeled gravity was interpolated from observed gravity values.
 JY0566
 JY0566;                    North         East    Units  Estimated Accuracy
 JY0566;SPC OH S     -   125,580.      566,740.      MT  (+/- 180 meters Scaled)
 JY0566
 JY0566                          SUPERSEDED SURVEY CONTROL
 JY0566
 JY0566  NGVD 29 (??/??/92)  198.228  (m)          650.35   (f) ADJ UNCH    2 0
 JY0566
 JY0566.Superseded values are not recommended for survey control.
 JY0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0566.See file dsdata.txt to determine how the superseded data were derived.
 JY0566
 JY0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD370329(NAD 83)
 JY0566_MARKER: DB = BENCH MARK DISK
 JY0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0566_SP_SET: ABUTMENT
 JY0566_STAMPING: F 219 1958
 JY0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0566
 JY0566  HISTORY     - Date     Condition        Report By
 JY0566  HISTORY     - 1958     MONUMENTED       CGS
 JY0566
 JY0566                          STATION DESCRIPTION
 JY0566
 JY0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0566'3 MI SE FROM OMEGA.
 JY0566'ABOUT 3.05 MILES SOUTHEAST ALONG STATE HIGHWAY 335 FROM THE
 JY0566'CROSSING OF THE NORFOLK AND WESTERN RAILWAY AT OMEGA, 1.1 MILES
 JY0566'SOUTHEAST OF OVERPASS OF THE CHESAPEAKE AND OHIO RAILWAY, ON THE
 JY0566'OUTSIDE AND NEAR THE WEST END OF A CURVE WITH TANGENTS EXTENDING
 JY0566'WEST AND NORTHEAST, IN THE TOP OF SOUTH END OF THE EAST ABUTMENT
 JY0566'OF A 12-FOOT CONCRETE BRIDGE, 15 FEET SOUTH OF CENTER LINE OF
 JY0566'HIGHWAY, 2 FEET NORTH OF SOUTH END OF ABUTMENT AND ABOUT 2 1/2
 JY0566'FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1003 ***********************************************************************
 KZ1003  DESIGNATION -  F 22
 KZ1003  PID         -  KZ1003
 KZ1003  STATE/COUNTY-  OH/CRAWFORD
 KZ1003  USGS QUAD   -  NEW WASHINGTON (1960)
 KZ1003
 KZ1003                         *CURRENT SURVEY CONTROL
 KZ1003  ___________________________________________________________________
 KZ1003* NAD 83(1986)-  40 57 29.     (N)    082 51 16.     (W)     SCALED    
 KZ1003* NAVD 88     -       302.086  (meters)     991.09   (feet)  ADJUSTED  
 KZ1003  ___________________________________________________________________
 KZ1003  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KZ1003  DYNAMIC HT  -         301.943 (meters)     990.62  (feet)  COMP
 KZ1003  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 KZ1003
 KZ1003  VERT ORDER  -  SECOND    CLASS 0
 KZ1003
 KZ1003.The horizontal coordinates were scaled from a topographic map and have
 KZ1003.an estimated accuracy of +/- 6 seconds.
 KZ1003
 KZ1003.The orthometric height was determined by differential leveling
 KZ1003.and adjusted by the National Geodetic Survey in June 1991..
 KZ1003
 KZ1003.The geoid height was determined by GEOID03.
 KZ1003
 KZ1003.The dynamic height is computed by dividing the NAVD 88
 KZ1003.geopotential number by the normal gravity value computed on the
 KZ1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1003.degrees latitude (g = 980.6199 gals.).
 KZ1003
 KZ1003.The modeled gravity was interpolated from observed gravity values.
 KZ1003
 KZ1003;                    North         East    Units  Estimated Accuracy
 KZ1003;SPC OH N     -   143,460.      570,160.      MT  (+/- 180 meters Scaled)
 KZ1003
 KZ1003                          SUPERSEDED SURVEY CONTROL
 KZ1003
 KZ1003  NGVD 29 (??/??/92)  302.223  (m)          991.54   (f) ADJ UNCH    2 0
 KZ1003
 KZ1003.Superseded values are not recommended for survey control.
 KZ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1003.See file dsdata.txt to determine how the superseded data were derived.
 KZ1003
 KZ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF439357(NAD 83)
 KZ1003_MARKER: DB = BENCH MARK DISK
 KZ1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1003_STAMPING: F 22 1934
 KZ1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1003+STABILITY: SURFACE MOTION
 KZ1003
 KZ1003  HISTORY     - Date     Condition        Report By
 KZ1003  HISTORY     - 1934     MONUMENTED       CGS
 KZ1003  HISTORY     - 1959     MARK NOT FOUND   USGS
 KZ1003
 KZ1003                          STATION DESCRIPTION
 KZ1003
 KZ1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ1003'0.1 MI W FROM NEW WASHINGTON.
 KZ1003'0.1 MILE WEST ALONG THE OLD NORTHERN OHIO RAILWAY FROM THE
 KZ1003'STATION AT NEW WASHINGTON, CRAWFORD COUNTY, AT THE CROSSING OF THE
 KZ1003'PENNSYLVANIA RAILROAD, 35.5 FEET NORTHWEST OF THE NORTHWEST
 KZ1003'CORNER OF A STEEL CABLE TOWER, 28.6 FEET EAST OF THE SOUTHEAST
 KZ1003'CORNER OF THE TOWER, 42.0 FEET NORTHEAST OF THE EAST RAIL OF THE
 KZ1003'P.R.R. TRACK, 13.9 FEET SOUTH OF THE SOUTH RAIL OF THE N.O.RY
 KZ1003'TRACK, AND 0.6 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 KZ1003'DISK, STAMPED F 22 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KZ1003
 KZ1003                          STATION RECOVERY (1959)
 KZ1003
 KZ1003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KZ1003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0626 ***********************************************************************
 JY0626  DESIGNATION -  F 220
 JY0626  PID         -  JY0626
 JY0626  STATE/COUNTY-  OH/JACKSON
 JY0626  USGS QUAD   -  JACKSON (1995)
 JY0626
 JY0626                         *CURRENT SURVEY CONTROL
 JY0626  ___________________________________________________________________
 JY0626* NAD 83(1986)-  39 03 28.     (N)    082 43 12.     (W)     SCALED    
 JY0626* NAVD 88     -       204.710  (meters)     671.62   (feet)  ADJUSTED  
 JY0626  ___________________________________________________________________
 JY0626  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JY0626  DYNAMIC HT  -         204.579 (meters)     671.19  (feet)  COMP
 JY0626  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 JY0626
 JY0626  VERT ORDER  -  SECOND    CLASS 0
 JY0626
 JY0626.The horizontal coordinates were scaled from a topographic map and have
 JY0626.an estimated accuracy of +/- 6 seconds.
 JY0626
 JY0626.The orthometric height was determined by differential leveling
 JY0626.and adjusted by the National Geodetic Survey in June 1991..
 JY0626
 JY0626.The geoid height was determined by GEOID03.
 JY0626
 JY0626.The dynamic height is computed by dividing the NAVD 88
 JY0626.geopotential number by the normal gravity value computed on the
 JY0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0626.degrees latitude (g = 980.6199 gals.).
 JY0626
 JY0626.The modeled gravity was interpolated from observed gravity values.
 JY0626
 JY0626;                    North         East    Units  Estimated Accuracy
 JY0626;SPC OH S     -   117,450.      580,960.      MT  (+/- 180 meters Scaled)
 JY0626
 JY0626                          SUPERSEDED SURVEY CONTROL
 JY0626
 JY0626  NGVD 29 (??/??/92)  204.879  (m)          672.17   (f) ADJ UNCH    2 0
 JY0626
 JY0626.Superseded values are not recommended for survey control.
 JY0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0626.See file dsdata.txt to determine how the superseded data were derived.
 JY0626
 JY0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD511245(NAD 83)
 JY0626_MARKER: DB = BENCH MARK DISK
 JY0626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0626_SP_SET: BRIDGE
 JY0626_STAMPING: F 220 1958
 JY0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0626
 JY0626  HISTORY     - Date     Condition        Report By
 JY0626  HISTORY     - 1958     MONUMENTED       CGS
 JY0626  HISTORY     - 1976     GOOD             NGS
 JY0626
 JY0626                          STATION DESCRIPTION
 JY0626
 JY0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0626'4.8 MI W FROM JACKSON.
 JY0626'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 JY0626'HOUSE AT JACKSON, THENCE ABOUT 4.6 MILES WEST ALONG STATE HIGHWAY
 JY0626'124, ABOUT 0.25 MILE EAST OF A LARGE SCHOOL LOCATED SOUTH OF
 JY0626'HIGHWAY, IN THE TOP OF THE WING WALL AT THE NORTHEAST CORNER OF
 JY0626'A 20-FOOT CONCRETE BRIDGE, 18 FEET NORTH OF CENTER LINE OF
 JY0626'HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 JY0626
 JY0626                          STATION RECOVERY (1976)
 JY0626
 JY0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0626'STATE HIGHWAY 124 IS NOW COUNTY ROAD 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1233 ***********************************************************************
 HY1233  DESIGNATION -  F 222
 HY1233  PID         -  HY1233
 HY1233  STATE/COUNTY-  OH/JACKSON
 HY1233  USGS QUAD   -  OAK HILL (1985)
 HY1233
 HY1233                         *CURRENT SURVEY CONTROL
 HY1233  ___________________________________________________________________
 HY1233* NAD 83(1986)-  38 59 21.     (N)    082 32 22.     (W)     SCALED    
 HY1233* NAVD 88     -       228.963  (meters)     751.19   (feet)  ADJUSTED  
 HY1233  ___________________________________________________________________
 HY1233  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 HY1233  DYNAMIC HT  -         228.818 (meters)     750.71  (feet)  COMP
 HY1233  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 HY1233
 HY1233  VERT ORDER  -  SECOND    CLASS 0
 HY1233
 HY1233.The horizontal coordinates were scaled from a topographic map and have
 HY1233.an estimated accuracy of +/- 6 seconds.
 HY1233
 HY1233.The orthometric height was determined by differential leveling
 HY1233.and adjusted by the National Geodetic Survey in June 1991..
 HY1233
 HY1233.The geoid height was determined by GEOID03.
 HY1233
 HY1233.The dynamic height is computed by dividing the NAVD 88
 HY1233.geopotential number by the normal gravity value computed on the
 HY1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1233.degrees latitude (g = 980.6199 gals.).
 HY1233
 HY1233.The modeled gravity was interpolated from observed gravity values.
 HY1233
 HY1233;                    North         East    Units  Estimated Accuracy
 HY1233;SPC OH S     -   109,810.      596,580.      MT  (+/- 180 meters Scaled)
 HY1233
 HY1233                          SUPERSEDED SURVEY CONTROL
 HY1233
 HY1233  NGVD 29 (??/??/92)  229.142  (m)          751.78   (f) ADJ UNCH    2 0
 HY1233
 HY1233.Superseded values are not recommended for survey control.
 HY1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1233.See file dsdata.txt to determine how the superseded data were derived.
 HY1233
 HY1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD666167(NAD 83)
 HY1233_MARKER: DB = BENCH MARK DISK
 HY1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1233_STAMPING: F 222 1958
 HY1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1233+STABILITY: SURFACE MOTION
 HY1233
 HY1233  HISTORY     - Date     Condition        Report By
 HY1233  HISTORY     - 1958     MONUMENTED       CGS
 HY1233  HISTORY     - 1983     GOOD             LOCSUR
 HY1233
 HY1233                          STATION DESCRIPTION
 HY1233
 HY1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1233'0.2 MI N FROM WINCHESTER.
 HY1233'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 327 FROM THE JUNCTION
 HY1233'OF U.S. HIGHWAY 35 AT WINCHESTER, AT THE JUNCTION OF A DRIVE
 HY1233'WEST TO A SMALL WHITE CHURCH AND CEMETERY, 34 1/2 FEET WEST OF
 HY1233'CENTER LINE OF THE HIGHWAY, 95 FEET SOUTHEAST AND ACROSS DRIVE
 HY1233'FROM THE SOUTHEAST CORNER OF CHURCH, 32 1/2 FEET NORTHWEST OF
 HY1233'HIGHWAY 35 JUNCTION SIGN, 2 FEET EAST OF A STEEL WITNESS POST,
 HY1233'ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 HY1233'CONCRETE POST PROJECTING 4 INCHES.
 HY1233
 HY1233                          STATION RECOVERY (1983)
 HY1233
 HY1233'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 HY1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0389 ***********************************************************************
 JY0389  DESIGNATION -  F 223
 JY0389  PID         -  JY0389
 JY0389  STATE/COUNTY-  OH/MEIGS
 JY0389  USGS QUAD   -  RUTLAND (1995)
 JY0389
 JY0389                         *CURRENT SURVEY CONTROL
 JY0389  ___________________________________________________________________
 JY0389* NAD 83(1986)-  39 07 24.     (N)    082 10 57.     (W)     SCALED    
 JY0389* NAVD 88     -       189.886  (meters)     622.98   (feet)  ADJUSTED  
 JY0389  ___________________________________________________________________
 JY0389  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY0389  DYNAMIC HT  -         189.767 (meters)     622.59  (feet)  COMP
 JY0389  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 JY0389
 JY0389  VERT ORDER  -  SECOND    CLASS 0
 JY0389
 JY0389.The horizontal coordinates were scaled from a topographic map and have
 JY0389.an estimated accuracy of +/- 6 seconds.
 JY0389
 JY0389.The orthometric height was determined by differential leveling
 JY0389.and adjusted by the National Geodetic Survey in June 1991..
 JY0389
 JY0389.The geoid height was determined by GEOID03.
 JY0389
 JY0389.The dynamic height is computed by dividing the NAVD 88
 JY0389.geopotential number by the normal gravity value computed on the
 JY0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0389.degrees latitude (g = 980.6199 gals.).
 JY0389
 JY0389.The modeled gravity was interpolated from observed gravity values.
 JY0389
 JY0389;                    North         East    Units  Estimated Accuracy
 JY0389;SPC OH S     -   124,750.      627,460.      MT  (+/- 180 meters Scaled)
 JY0389
 JY0389                          SUPERSEDED SURVEY CONTROL
 JY0389
 JY0389  NGVD 29 (??/??/92)  190.076  (m)          623.61   (f) ADJ UNCH    2 0
 JY0389
 JY0389.Superseded values are not recommended for survey control.
 JY0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0389.See file dsdata.txt to determine how the superseded data were derived.
 JY0389
 JY0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD977311(NAD 83)
 JY0389_MARKER: DB = BENCH MARK DISK
 JY0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0389_SP_SET: ABUTMENT
 JY0389_STAMPING: F 223 1958
 JY0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0389
 JY0389  HISTORY     - Date     Condition        Report By
 JY0389  HISTORY     - 1958     MONUMENTED       CGS
 JY0389
 JY0389                          STATION DESCRIPTION
 JY0389
 JY0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0389'2.8 MI SW FROM HARRISONVILLE.
 JY0389'ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 143 FROM THE JUNCTION
 JY0389'OF STATE HIGHWAY 684 AT HARRISONVILLE, THENCE ABOUT 0.3 MILE
 JY0389'SOUTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.95 MILES WEST ALONG
 JY0389'A GRAVEL ROAD, THENCE 0.1 MILE SOUTH ALONG A GRAVEL ROAD, IN THE
 JY0389'TOP OF NORTH END OF EAST CONCRETE HEAD WALL OF A SKEW 12-FOOT
 JY0389'CONCRETE BRIDGE ON STONE MASONRY ABUTMENTS, 10 FEET EAST OF
 JY0389'CENTER LINE OF ROAD AND ABOUT 2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0365 ***********************************************************************
 JY0365  DESIGNATION -  F 224
 JY0365  PID         -  JY0365
 JY0365  STATE/COUNTY-  OH/MEIGS
 JY0365  USGS QUAD   -  RUTLAND (1995)
 JY0365
 JY0365                         *CURRENT SURVEY CONTROL
 JY0365  ___________________________________________________________________
 JY0365* NAD 83(1986)-  39 05 31.     (N)    082 12 57.     (W)     SCALED    
 JY0365* NAVD 88     -       181.970  (meters)     597.01   (feet)  ADJUSTED  
 JY0365  ___________________________________________________________________
 JY0365  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JY0365  DYNAMIC HT  -         181.856 (meters)     596.64  (feet)  COMP
 JY0365  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 JY0365
 JY0365  VERT ORDER  -  SECOND    CLASS 0
 JY0365
 JY0365.The horizontal coordinates were scaled from a topographic map and have
 JY0365.an estimated accuracy of +/- 6 seconds.
 JY0365
 JY0365.The orthometric height was determined by differential leveling
 JY0365.and adjusted by the National Geodetic Survey in June 1991..
 JY0365
 JY0365.The geoid height was determined by GEOID03.
 JY0365
 JY0365.The dynamic height is computed by dividing the NAVD 88
 JY0365.geopotential number by the normal gravity value computed on the
 JY0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0365.degrees latitude (g = 980.6199 gals.).
 JY0365
 JY0365.The modeled gravity was interpolated from observed gravity values.
 JY0365
 JY0365;                    North         East    Units  Estimated Accuracy
 JY0365;SPC OH S     -   121,260.      624,580.      MT  (+/- 180 meters Scaled)
 JY0365
 JY0365                          SUPERSEDED SURVEY CONTROL
 JY0365
 JY0365  NGVD 29 (??/??/92)  182.160  (m)          597.64   (f) ADJ UNCH    2 0
 JY0365
 JY0365.Superseded values are not recommended for survey control.
 JY0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0365.See file dsdata.txt to determine how the superseded data were derived.
 JY0365
 JY0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD948276(NAD 83)
 JY0365_MARKER: DR = REFERENCE MARK DISK
 JY0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0365_SP_SET: CULVERT
 JY0365_STAMPING: F 224 1958
 JY0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0365
 JY0365  HISTORY     - Date     Condition        Report By
 JY0365  HISTORY     - 1958     MONUMENTED       CGS
 JY0365
 JY0365                          STATION DESCRIPTION
 JY0365
 JY0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0365'0.3 MI NW FROM DEXTER.
 JY0365'ABOUT 0.3 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 JY0365'FROM THE POST OFFICE AT DEXTER, 90 YARDS SOUTHEAST OF MILE POST
 JY0365'44, 84 YARDS SOUTHEAST OF A FARM ROAD CROSSING, IN THE TOP AND
 JY0365'NEAR CENTER OF SOUTHWEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT
 JY0365'UNDER TRACK, 24.3 FEET SOUTHWEST OF SOUTHWEST RAIL AND ABOUT
 JY0365'3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0289 ***********************************************************************
 JY0289  DESIGNATION -  F 225
 JY0289  PID         -  JY0289
 JY0289  STATE/COUNTY-  OH/ATHENS
 JY0289  USGS QUAD   -  MINERAL (1992)
 JY0289
 JY0289                         *CURRENT SURVEY CONTROL
 JY0289  ___________________________________________________________________
 JY0289* NAD 83(1986)-  39 17 59.     (N)    082 15 05.     (W)     SCALED    
 JY0289* NAVD 88     -       221.779  (meters)     727.62   (feet)  ADJUSTED  
 JY0289  ___________________________________________________________________
 JY0289  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JY0289  DYNAMIC HT  -         221.643 (meters)     727.17  (feet)  COMP
 JY0289  MODELED GRAV-     980,009.4   (mgal)                       NAVD 88
 JY0289
 JY0289  VERT ORDER  -  SECOND    CLASS 0
 JY0289
 JY0289.The horizontal coordinates were scaled from a topographic map and have
 JY0289.an estimated accuracy of +/- 6 seconds.
 JY0289
 JY0289.The orthometric height was determined by differential leveling
 JY0289.and adjusted by the National Geodetic Survey in June 1991..
 JY0289
 JY0289.The geoid height was determined by GEOID03.
 JY0289
 JY0289.The dynamic height is computed by dividing the NAVD 88
 JY0289.geopotential number by the normal gravity value computed on the
 JY0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0289.degrees latitude (g = 980.6199 gals.).
 JY0289
 JY0289.The modeled gravity was interpolated from observed gravity values.
 JY0289
 JY0289;                    North         East    Units  Estimated Accuracy
 JY0289;SPC OH S     -   144,320.      621,440.      MT  (+/- 180 meters Scaled)
 JY0289
 JY0289                          SUPERSEDED SURVEY CONTROL
 JY0289
 JY0289  NGVD 29 (??/??/92)  221.956  (m)          728.20   (f) ADJ UNCH    2 0
 JY0289
 JY0289.Superseded values are not recommended for survey control.
 JY0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0289.See file dsdata.txt to determine how the superseded data were derived.
 JY0289
 JY0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD920507(NAD 83)
 JY0289_MARKER: DB = BENCH MARK DISK
 JY0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0289_SP_SET: BRIDGE
 JY0289_STAMPING: F 225 1958
 JY0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0289
 JY0289  HISTORY     - Date     Condition        Report By
 JY0289  HISTORY     - 1958     MONUMENTED       CGS
 JY0289
 JY0289                          STATION DESCRIPTION
 JY0289
 JY0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0289'2.1 MI SE FROM MINERAL.
 JY0289'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 356 FROM THE CROSSING
 JY0289'OF THE BALTIMORE AND OHIO RAILROAD AT MINERAL, THENCE 1.1 MILES
 JY0289'SOUTHEAST ALONG STATE HIGHWAY 680, IN THE TOP OF THE SOUTHWEST
 JY0289'WING WALL OF 14 FOOT CONCRETE BRIDGE OVER COAL RUN, 16 FEET WEST
 JY0289'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHWEST OF THE SOUTH
 JY0289'END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1247 ***********************************************************************
 HY1247  DESIGNATION -  F 226
 HY1247  PID         -  HY1247
 HY1247  STATE/COUNTY-  OH/JACKSON
 HY1247  USGS QUAD   -  PETERSBURG (1983)
 HY1247
 HY1247                         *CURRENT SURVEY CONTROL
 HY1247  ___________________________________________________________________
 HY1247* NAD 83(1986)-  38 55 30.     (N)    082 41 30.     (W)     SCALED    
 HY1247* NAVD 88     -       208.372  (meters)     683.63   (feet)  ADJUSTED  
 HY1247  ___________________________________________________________________
 HY1247  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HY1247  DYNAMIC HT  -         208.239 (meters)     683.20  (feet)  COMP
 HY1247  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 HY1247
 HY1247  VERT ORDER  -  SECOND    CLASS 0
 HY1247
 HY1247.The horizontal coordinates were scaled from a topographic map and have
 HY1247.an estimated accuracy of +/- 6 seconds.
 HY1247
 HY1247.The orthometric height was determined by differential leveling
 HY1247.and adjusted by the National Geodetic Survey in June 1991..
 HY1247
 HY1247.The geoid height was determined by GEOID03.
 HY1247
 HY1247.The dynamic height is computed by dividing the NAVD 88
 HY1247.geopotential number by the normal gravity value computed on the
 HY1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1247.degrees latitude (g = 980.6199 gals.).
 HY1247
 HY1247.The modeled gravity was interpolated from observed gravity values.
 HY1247
 HY1247;                    North         East    Units  Estimated Accuracy
 HY1247;SPC OH S     -   102,710.      583,380.      MT  (+/- 180 meters Scaled)
 HY1247
 HY1247                          SUPERSEDED SURVEY CONTROL
 HY1247
 HY1247  NGVD 29 (??/??/92)  208.541  (m)          684.19   (f) ADJ UNCH    2 0
 HY1247
 HY1247.Superseded values are not recommended for survey control.
 HY1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1247.See file dsdata.txt to determine how the superseded data were derived.
 HY1247
 HY1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD533098(NAD 83)
 HY1247_MARKER: DB = BENCH MARK DISK
 HY1247_SETTING: 66 = SET IN ROCK OUTCROP
 HY1247_SP_SET: ROCK OUTCROP
 HY1247_STAMPING: F 226 1958
 HY1247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1247+STABILITY: POSITION/ELEVATION WELL
 HY1247
 HY1247  HISTORY     - Date     Condition        Report By
 HY1247  HISTORY     - 1958     MONUMENTED       CGS
 HY1247  HISTORY     - 1976     GOOD             NGS
 HY1247
 HY1247                          STATION DESCRIPTION
 HY1247
 HY1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1247'10.4 MI SW FROM JACKSON.
 HY1247'ABOUT 10.4 MILES SOUTHWEST ALONG STATE HIGHWAY 139 FROM THE
 HY1247'COURT HOUSE AT JACKSON, ABOUT 0.85 MILE SOUTHWEST OF JUNCTION OF A
 HY1247'BLACK TOP ROAD EAST, ABOUT 43 YARDS NORTHEAST OF THE CENTER LINE
 HY1247'OF A GRAVEL ROAD NORTHWEST, SET VERTICALLY IN THE SOUTHEAST FACE
 HY1247'OF A PROJECTING OF ROCK ABOUT 20 FEET LONG AND 4 FEET HIGH IN A
 HY1247'HIGH BANK, 18 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 7 FEET
 HY1247'SOUTHWEST OF NORTHEAST END OF ROCK, 1 1/2 FEET ABOVE GROUND AND
 HY1247'ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
 HY1247
 HY1247                          STATION RECOVERY (1976)
 HY1247
 HY1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0679 ***********************************************************************
 JY0679  DESIGNATION -  F 227
 JY0679  PID         -  JY0679
 JY0679  STATE/COUNTY-  OH/JACKSON
 JY0679  USGS QUAD   -  BEAVER (1964)
 JY0679
 JY0679                         *CURRENT SURVEY CONTROL
 JY0679  ___________________________________________________________________
 JY0679* NAD 83(1986)-  39 01 19.     (N)    082 47 09.     (W)     SCALED    
 JY0679* NAVD 88     -       223.713  (meters)     733.97   (feet)  ADJUSTED  
 JY0679  ___________________________________________________________________
 JY0679  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JY0679  DYNAMIC HT  -         223.570 (meters)     733.50  (feet)  COMP
 JY0679  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 JY0679
 JY0679  VERT ORDER  -  SECOND    CLASS 0
 JY0679
 JY0679.The horizontal coordinates were scaled from a topographic map and have
 JY0679.an estimated accuracy of +/- 6 seconds.
 JY0679
 JY0679.The orthometric height was determined by differential leveling
 JY0679.and adjusted by the National Geodetic Survey in June 1991..
 JY0679
 JY0679.The geoid height was determined by GEOID03.
 JY0679
 JY0679.The dynamic height is computed by dividing the NAVD 88
 JY0679.geopotential number by the normal gravity value computed on the
 JY0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0679.degrees latitude (g = 980.6199 gals.).
 JY0679
 JY0679.The modeled gravity was interpolated from observed gravity values.
 JY0679
 JY0679;                    North         East    Units  Estimated Accuracy
 JY0679;SPC OH S     -   113,490.      575,250.      MT  (+/- 180 meters Scaled)
 JY0679
 JY0679                          SUPERSEDED SURVEY CONTROL
 JY0679
 JY0679  NGVD 29 (??/??/92)  223.878  (m)          734.51   (f) ADJ UNCH    2 0
 JY0679
 JY0679.Superseded values are not recommended for survey control.
 JY0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0679.See file dsdata.txt to determine how the superseded data were derived.
 JY0679
 JY0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD454207(NAD 83)
 JY0679_MARKER: DB = BENCH MARK DISK
 JY0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0679_STAMPING: F 227 1958
 JY0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0679+STABILITY: SURFACE MOTION
 JY0679
 JY0679  HISTORY     - Date     Condition        Report By
 JY0679  HISTORY     - 1958     MONUMENTED       CGS
 JY0679  HISTORY     - 1976     GOOD             NGS
 JY0679
 JY0679                          STATION DESCRIPTION
 JY0679
 JY0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0679'2.8 MI SE FROM BEAVER.
 JY0679'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 124 FROM THE SCHOOL
 JY0679'AT BEAVER, THENCE ABOUT 0.55 MILE SOUTH ALONG A BLACK TOP ROAD,
 JY0679'AT NEW ZION ENTERPRISE BAPTIST CHURCH, BETWEEN THE TWO DRIVES
 JY0679'LEADING TO CHURCH, 13 FEET EAST OF CENTER LINE OF WEST DRIVE,
 JY0679'6 1/2 FEET WEST OF CENTER LINE OF EAST DRIVE, 57 1/2 FEET
 JY0679'NORTHEAST OF CENTER LINE OF ROAD, 112 1/2 FEET SOUTHEAST OF
 JY0679'THE SOUTHEAST CORNER OF CHURCH, 2 1/2 FEET SOUTHEAST OF A POWER
 JY0679'POLE WITH A TRANSFORMER, 2 FEET NORTH OF A STEEL WITNESS POST,
 JY0679'ABOUT 6 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 JY0679'CONCRETE POST PROJECTING 1 INCH.
 JY0679
 JY0679                          STATION RECOVERY (1976)
 JY0679
 JY0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0376 ***********************************************************************
 JY0376  DESIGNATION -  F 228
 JY0376  PID         -  JY0376
 JY0376  STATE/COUNTY-  OH/MEIGS
 JY0376  USGS QUAD   -  VALES MILLS (1992)
 JY0376
 JY0376                         *CURRENT SURVEY CONTROL
 JY0376  ___________________________________________________________________
 JY0376* NAD 83(1986)-  39 10 57.     (N)    082 15 43.     (W)     SCALED    
 JY0376* NAVD 88     -       264.023  (meters)     866.22   (feet)  ADJUSTED  
 JY0376  ___________________________________________________________________
 JY0376  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JY0376  DYNAMIC HT  -         263.858 (meters)     865.67  (feet)  COMP
 JY0376  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JY0376
 JY0376  VERT ORDER  -  SECOND    CLASS 0
 JY0376
 JY0376.The horizontal coordinates were scaled from a topographic map and have
 JY0376.an estimated accuracy of +/- 6 seconds.
 JY0376
 JY0376.The orthometric height was determined by differential leveling
 JY0376.and adjusted by the National Geodetic Survey in June 1991..
 JY0376
 JY0376.The geoid height was determined by GEOID03.
 JY0376
 JY0376.The dynamic height is computed by dividing the NAVD 88
 JY0376.geopotential number by the normal gravity value computed on the
 JY0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0376.degrees latitude (g = 980.6199 gals.).
 JY0376
 JY0376.The modeled gravity was interpolated from observed gravity values.
 JY0376
 JY0376;                    North         East    Units  Estimated Accuracy
 JY0376;SPC OH S     -   131,300.      620,570.      MT  (+/- 180 meters Scaled)
 JY0376
 JY0376                          SUPERSEDED SURVEY CONTROL
 JY0376
 JY0376  NGVD 29 (??/??/92)  264.210  (m)          866.83   (f) ADJ UNCH    2 0
 JY0376
 JY0376.Superseded values are not recommended for survey control.
 JY0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0376.See file dsdata.txt to determine how the superseded data were derived.
 JY0376
 JY0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD910377(NAD 83)
 JY0376_MARKER: DB = BENCH MARK DISK
 JY0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0376_STAMPING: F 228 1958
 JY0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0376+STABILITY: SURFACE MOTION
 JY0376
 JY0376  HISTORY     - Date     Condition        Report By
 JY0376  HISTORY     - 1958     MONUMENTED       CGS
 JY0376
 JY0376                          STATION DESCRIPTION
 JY0376
 JY0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0376'3.8 MI E FROM VALES MILLS.
 JY0376'ABOUT 3.35 MILES NORTHEAST ALONG STATE HIGHWAY 346 FROM THE
 JY0376'BRIDGE OVER RACCOON CREEK AT VALES MILLS, THENCE ABOUT 0.45 MILE
 JY0376'SOUTH ALONG STATE HIGHWAY 143, 21 FEET WEST OF CENTER LINE OF
 JY0376'HIGHWAY, 46 1/2 FEET WEST-SOUTHWEST AND ACROSS HIGHWAY FROM
 JY0376'THE CENTER OF A GATE, 126 FEET SOUTH-SOUTHWEST AND ACROSS
 JY0376'HIGHWAY FROM THE SOUTHWEST CORNER OF A SHED, 2 FEET SOUTH OF A
 JY0376'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JY0376'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0307 ***********************************************************************
 JY0307  DESIGNATION -  F 229
 JY0307  PID         -  JY0307
 JY0307  STATE/COUNTY-  OH/ATHENS
 JY0307  USGS QUAD   -  ALBANY (1995)
 JY0307
 JY0307                         *CURRENT SURVEY CONTROL
 JY0307  ___________________________________________________________________
 JY0307* NAD 83(1986)-  39 12 23.     (N)    082 09 47.     (W)     SCALED    
 JY0307* NAVD 88     -       226.078  (meters)     741.72   (feet)  ADJUSTED  
 JY0307  ___________________________________________________________________
 JY0307  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY0307  DYNAMIC HT  -         225.938 (meters)     741.26  (feet)  COMP
 JY0307  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 JY0307
 JY0307  VERT ORDER  -  SECOND    CLASS 0
 JY0307
 JY0307.The horizontal coordinates were scaled from a topographic map and have
 JY0307.an estimated accuracy of +/- 6 seconds.
 JY0307
 JY0307.The orthometric height was determined by differential leveling
 JY0307.and adjusted by the National Geodetic Survey in June 1991..
 JY0307
 JY0307.The geoid height was determined by GEOID03.
 JY0307
 JY0307.The dynamic height is computed by dividing the NAVD 88
 JY0307.geopotential number by the normal gravity value computed on the
 JY0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0307.degrees latitude (g = 980.6199 gals.).
 JY0307
 JY0307.The modeled gravity was interpolated from observed gravity values.
 JY0307
 JY0307;                    North         East    Units  Estimated Accuracy
 JY0307;SPC OH S     -   133,980.      629,100.      MT  (+/- 180 meters Scaled)
 JY0307
 JY0307                          SUPERSEDED SURVEY CONTROL
 JY0307
 JY0307  NGVD 29 (??/??/92)  226.264  (m)          742.33   (f) ADJ UNCH    2 0
 JY0307
 JY0307.Superseded values are not recommended for survey control.
 JY0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0307.See file dsdata.txt to determine how the superseded data were derived.
 JY0307
 JY0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD995403(NAD 83)
 JY0307_MARKER: DB = BENCH MARK DISK
 JY0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0307_SP_SET: BRIDGE
 JY0307_STAMPING: F 229 1958
 JY0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0307
 JY0307  HISTORY     - Date     Condition        Report By
 JY0307  HISTORY     - 1958     MONUMENTED       CGS
 JY0307  HISTORY     - 1958     GOOD             NGS
 JY0307
 JY0307                          STATION DESCRIPTION
 JY0307
 JY0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0307'2.8 MI SE FROM ALBANY.
 JY0307'ABOUT 2.85 MILES SOUTHEAST ALONG STATE HIGHWAY 680 FROM THE JUNCTION
 JY0307'OF U.S. HIGHWAY 50 AT ALBANY, ABOUT 0.75 MILE NORTHWEST OF THE
 JY0307'MEIGS-ATHENS COUNTY LINE 0.1 MILE SOUTHEAST OF JUNCTION OF A ROAD
 JY0307'EAST, IN THE TOP OF THE SOUTH WING WALL OF AN 18-FOOT CONCRETE
 JY0307'BRIDGE OVER A CREEK BRANCH, 14 FEET SOUTHWEST OF CENTER LINE OF
 JY0307'HIGHWAY, 1 FOOT SOUTH OF SOUTHEAST END OF HEAD WALL AND ABOUT LEVEL
 JY0307'WITH HIGHWAY.
 JY0307
 JY0307                          STATION RECOVERY (1958)
 JY0307
 JY0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JY0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AI3497 ***********************************************************************
 AI3497  DESIGNATION -  F 229 RESET
 AI3497  PID         -  AI3497
 AI3497  STATE/COUNTY-  OH/ATHENS
 AI3497  USGS QUAD   -  ALBANY (1995)
 AI3497
 AI3497                         *CURRENT SURVEY CONTROL
 AI3497  ___________________________________________________________________
 AI3497* NAD 83(1986)-  39 12 23.     (N)    082 09 47.     (W)     SCALED    
 AI3497* NAVD 88     -       226.05   (meters)     741.6    (feet)  RESET     
 AI3497  ___________________________________________________________________
 AI3497  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 AI3497
 AI3497  VERT ORDER  -  THIRD
 AI3497
 AI3497.The horizontal coordinates were scaled from a topographic map and have
 AI3497.an estimated accuracy of +/- 6 seconds.
 AI3497
 AI3497.The orthometric height was computed from unverified reset data.
 AI3497.No vertical observational check was made to the station.
 AI3497
 AI3497.The geoid height was determined by GEOID03.
 AI3497
 AI3497;                    North         East    Units  Estimated Accuracy
 AI3497;SPC OH S     -   133,980.      629,100.      MT  (+/- 180 meters Scaled)
 AI3497
 AI3497                          SUPERSEDED SURVEY CONTROL
 AI3497
 AI3497.No superseded survey control is available for this station.
 AI3497
 AI3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD995403(NAD 83)
 AI3497_MARKER: DV = VERTICAL CONTROL DISK
 AI3497_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI3497_SP_SET: CULVERT WINGWALL
 AI3497_STAMPING: F 229 RESET 1995
 AI3497_MARK LOGO: NGS   
 AI3497_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3497+STABILITY: SURFACE MOTION
 AI3497
 AI3497  HISTORY     - Date     Condition        Report By
 AI3497  HISTORY     - 1995     MONUMENTED       OHDT
 AI3497
 AI3497                          STATION DESCRIPTION
 AI3497
 AI3497'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CWP)
 AI3497'4.6 KM (2.85 MI) SOUTHEAST ALONG STATE ROUTE 681 FROM THE JUNCTION OF
 AI3497'US HIGHWAY 50 AT ALBANY, ABOUT 1.2 KM (0.75 MI) NORTHWEST OF THE
 AI3497'MEIGS-ATHENS COUNTY LINE, IN THE TOP OF SOUTHWEST WINGWALL OF A BOX
 AI3497'CULVERT UNDER STATE ROUTE 681, BRIDGE NO ATH-681-0973, 4.5 M (14.8 FT)
 AI3497'SOUTHWEST OF CENTERLINE, AND ABOUT LEVEL WITH HIGHWAY.  A STANDARD
 AI3497'TABLET.  A FIBERGLASS WITNESS POST SET 0.5 M (1.6 FT) SOUTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1502 ***********************************************************************
 KZ1502  DESIGNATION -  F 23
 KZ1502  PID         -  KZ1502
 KZ1502  STATE/COUNTY-  OH/MARION
 KZ1502  USGS QUAD   -  MARION WEST (1973)
 KZ1502
 KZ1502                         *CURRENT SURVEY CONTROL
 KZ1502  ___________________________________________________________________
 KZ1502* NAD 83(1986)-  40 37 23.     (N)    083 09 55.     (W)     SCALED    
 KZ1502* NAVD 88     -       282.031  (meters)     925.30   (feet)  ADJUSTED  
 KZ1502  ___________________________________________________________________
 KZ1502  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KZ1502  DYNAMIC HT  -         281.889 (meters)     924.83  (feet)  COMP
 KZ1502  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 KZ1502
 KZ1502  VERT ORDER  -  SECOND    CLASS 0
 KZ1502
 KZ1502.The horizontal coordinates were scaled from a topographic map and have
 KZ1502.an estimated accuracy of +/- 6 seconds.
 KZ1502
 KZ1502.The orthometric height was determined by differential leveling
 KZ1502.and adjusted by the National Geodetic Survey in June 1991..
 KZ1502
 KZ1502.The geoid height was determined by GEOID03.
 KZ1502
 KZ1502.The dynamic height is computed by dividing the NAVD 88
 KZ1502.geopotential number by the normal gravity value computed on the
 KZ1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1502.degrees latitude (g = 980.6199 gals.).
 KZ1502
 KZ1502.The modeled gravity was interpolated from observed gravity values.
 KZ1502
 KZ1502;                    North         East    Units  Estimated Accuracy
 KZ1502;SPC OH N     -   106,420.      543,710.      MT  (+/- 180 meters Scaled)
 KZ1502
 KZ1502                          SUPERSEDED SURVEY CONTROL
 KZ1502
 KZ1502  NGVD 29 (??/??/92)  282.172  (m)          925.76   (f) ADJ UNCH    2 0
 KZ1502
 KZ1502.Superseded values are not recommended for survey control.
 KZ1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1502.See file dsdata.txt to determine how the superseded data were derived.
 KZ1502
 KZ1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE168991(NAD 83)
 KZ1502_MARKER: DB = BENCH MARK DISK
 KZ1502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1502_SP_SET: ABUTMENT
 KZ1502_STAMPING: F 23 1934
 KZ1502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1502
 KZ1502  HISTORY     - Date     Condition        Report By
 KZ1502  HISTORY     - 1934     MONUMENTED       CGS
 KZ1502  HISTORY     - 1936     GOOD             NGS
 KZ1502
 KZ1502                          STATION DESCRIPTION
 KZ1502
 KZ1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ1502'2.4 MI N FROM MARION.
 KZ1502'2.4 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 KZ1502'STATION AT MARION, MARION COUNTY, 100 YARDS SOUTH OF AUTOMATIC
 KZ1502'SIGNAL T 481, 144 FEET NORTH OF THE CENTERLINE OF THE REBER
 KZ1502'GRAVEL ROAD, AT CONCRETE BRIDGE NO. 480, IN THE TOP OF THE SOUTH
 KZ1502'ABUTMENT, 8 FEET EAST OF THE EAST RAIL, AND ABOUT 1/2 FOOT
 KZ1502'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 23 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1351 ***********************************************************************
 JX1351  DESIGNATION -  F 231
 JX1351  PID         -  JX1351
 JX1351  STATE/COUNTY-  OH/ATHENS
 JX1351  USGS QUAD   -  ALFRED (1994)
 JX1351
 JX1351                         *CURRENT SURVEY CONTROL
 JX1351  ___________________________________________________________________
 JX1351* NAD 83(1986)-  39 13 52.     (N)    081 52 49.     (W)     SCALED    
 JX1351* NAVD 88     -       253.478  (meters)     831.62   (feet)  ADJUSTED  
 JX1351  ___________________________________________________________________
 JX1351  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1351  DYNAMIC HT  -         253.319 (meters)     831.10  (feet)  COMP
 JX1351  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 JX1351
 JX1351  VERT ORDER  -  SECOND    CLASS 0
 JX1351
 JX1351.The horizontal coordinates were scaled from a topographic map and have
 JX1351.an estimated accuracy of +/- 6 seconds.
 JX1351
 JX1351.The orthometric height was determined by differential leveling
 JX1351.and adjusted by the National Geodetic Survey in June 1991..
 JX1351
 JX1351.The geoid height was determined by GEOID03.
 JX1351
 JX1351.The dynamic height is computed by dividing the NAVD 88
 JX1351.geopotential number by the normal gravity value computed on the
 JX1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1351.degrees latitude (g = 980.6199 gals.).
 JX1351
 JX1351.The modeled gravity was interpolated from observed gravity values.
 JX1351
 JX1351;                    North         East    Units  Estimated Accuracy
 JX1351;SPC OH S     -   136,850.      653,510.      MT  (+/- 180 meters Scaled)
 JX1351
 JX1351                          SUPERSEDED SURVEY CONTROL
 JX1351
 JX1351  NGVD 29 (??/??/92)  253.652  (m)          832.19   (f) ADJ UNCH    2 0
 JX1351
 JX1351.Superseded values are not recommended for survey control.
 JX1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1351.See file dsdata.txt to determine how the superseded data were derived.
 JX1351
 JX1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD240427(NAD 83)
 JX1351_MARKER: DB = BENCH MARK DISK
 JX1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1351_STAMPING: F 231 1958
 JX1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1351+STABILITY: SURFACE MOTION
 JX1351
 JX1351  HISTORY     - Date     Condition        Report By
 JX1351  HISTORY     - 1958     MONUMENTED       CGS
 JX1351  HISTORY     - 1976     GOOD             NGS
 JX1351  HISTORY     - 1988     GOOD             USPSQD
 JX1351  HISTORY     - 19980902 GOOD             USPSQD
 JX1351
 JX1351                          STATION DESCRIPTION
 JX1351
 JX1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1351'5.3 MI SE FROM GUYSVILLE.
 JX1351'ABOUT 5.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE OVERPASS
 JX1351'OVER THE BALTIMORE AND OHIO RAILROAD AT GUYSVILLE, 0.75 MILE
 JX1351'NORTHWEST OF THE T JUNCTION OF A GRAVEL ROAD EAST AND UPHILL, 73
 JX1351'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST
 JX1351'OF A WIRE FENCE, 16 1/2 FEET SOUTHEAST OF THE CENTER OF A PASTURE
 JX1351'GATE, 77 1/2 FEET NORTH-NORTHWEST OF THE NORTHWEST END OF A
 JX1351'15-INCH PIPE CULVERT UNDER HIGHWAY, 45 FEET NORTHEAST OF THE
 JX1351'SOUTHEAST END OF A 12-INCH PIPE CULVERT UNDER THE DRIVE NORTHWEST
 JX1351'TO PASTURE, 2 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT 1 FOOT
 JX1351'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JX1351'POST PROJECTING 4 INCHES.
 JX1351
 JX1351                          STATION RECOVERY (1976)
 JX1351
 JX1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1351'RECOVERED IN GOOD CONDITION.
 JX1351
 JX1351                          STATION RECOVERY (1988)
 JX1351
 JX1351'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1351'RECOVERED IN GOOD CONDITION.
 JX1351
 JX1351                          STATION RECOVERY (1998)
 JX1351
 JX1351'RECOVERY NOTE BY US POWER SQUADRON 1998
 JX1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0240 ***********************************************************************
 JY0240  DESIGNATION -  F 232
 JY0240  PID         -  JY0240
 JY0240  STATE/COUNTY-  OH/MEIGS
 JY0240  USGS QUAD   -  SHADE (1992)
 JY0240
 JY0240                         *CURRENT SURVEY CONTROL
 JY0240  ___________________________________________________________________
 JY0240* NAD 83(1986)-  39 08 39.     (N)    082 01 21.     (W)     SCALED    
 JY0240* NAVD 88     -       201.369  (meters)     660.66   (feet)  ADJUSTED  
 JY0240  ___________________________________________________________________
 JY0240  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY0240  DYNAMIC HT  -         201.243 (meters)     660.24  (feet)  COMP
 JY0240  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 JY0240
 JY0240  VERT ORDER  -  SECOND    CLASS 0
 JY0240
 JY0240.The horizontal coordinates were scaled from a topographic map and have
 JY0240.an estimated accuracy of +/- 6 seconds.
 JY0240
 JY0240.The orthometric height was determined by differential leveling
 JY0240.and adjusted by the National Geodetic Survey in June 1991..
 JY0240
 JY0240.The geoid height was determined by GEOID03.
 JY0240
 JY0240.The dynamic height is computed by dividing the NAVD 88
 JY0240.geopotential number by the normal gravity value computed on the
 JY0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0240.degrees latitude (g = 980.6199 gals.).
 JY0240
 JY0240.The modeled gravity was interpolated from observed gravity values.
 JY0240
 JY0240;                    North         East    Units  Estimated Accuracy
 JY0240;SPC OH S     -   127,130.      641,280.      MT  (+/- 180 meters Scaled)
 JY0240
 JY0240                          SUPERSEDED SURVEY CONTROL
 JY0240
 JY0240  NGVD 29 (??/??/92)  201.558  (m)          661.28   (f) ADJ UNCH    2 0
 JY0240
 JY0240.Superseded values are not recommended for survey control.
 JY0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0240.See file dsdata.txt to determine how the superseded data were derived.
 JY0240
 JY0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD116332(NAD 83)
 JY0240_MARKER: DB = BENCH MARK DISK
 JY0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0240_SP_SET: ABUTMENT
 JY0240_STAMPING: F 232 1958
 JY0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0240
 JY0240  HISTORY     - Date     Condition        Report By
 JY0240  HISTORY     - 1958     MONUMENTED       CGS
 JY0240
 JY0240                          STATION DESCRIPTION
 JY0240
 JY0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0240'0.2 MI SE FROM DARWIN.
 JY0240'ABOUT 0.15 MILE SOUTHEAST ALONG U.S. HIGHWAY 33 FROM THE JUNCTION
 JY0240'OF STATE HIGHWAY 680 AT DARWIN, 20 FEET WEST OF THE CENTER LINE
 JY0240'OF THE HIGHWAY, IN THE TOP OF THE FIRST STEP DOWN OF THE SOUTHWEST
 JY0240'END OF THE SOUTHEAST CONCRETE ABUTMENT OF 15-FOOT CONCRETE BRIDGE,
 JY0240'5 1/2 FEET WEST OF A GUARDRAIL, AND ABOUT 1/2 FOOT BELOW THE
 JY0240'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0257 ***********************************************************************
 JY0257  DESIGNATION -  F 233
 JY0257  PID         -  JY0257
 JY0257  STATE/COUNTY-  OH/ATHENS
 JY0257  USGS QUAD   -  THE PLAINS (1995)
 JY0257
 JY0257                         *CURRENT SURVEY CONTROL
 JY0257  ___________________________________________________________________
 JY0257* NAD 83(1986)-  39 15 30.     (N)    082 07 51.     (W)     SCALED    
 JY0257* NAVD 88     -       209.032  (meters)     685.80   (feet)  ADJUSTED  
 JY0257  ___________________________________________________________________
 JY0257  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JY0257  DYNAMIC HT  -         208.903 (meters)     685.38  (feet)  COMP
 JY0257  MODELED GRAV-     980,006.8   (mgal)                       NAVD 88
 JY0257
 JY0257  VERT ORDER  -  SECOND    CLASS 0
 JY0257
 JY0257.The horizontal coordinates were scaled from a topographic map and have
 JY0257.an estimated accuracy of +/- 6 seconds.
 JY0257
 JY0257.The orthometric height was determined by differential leveling
 JY0257.and adjusted by the National Geodetic Survey in June 1991..
 JY0257
 JY0257.The geoid height was determined by GEOID03.
 JY0257
 JY0257.The dynamic height is computed by dividing the NAVD 88
 JY0257.geopotential number by the normal gravity value computed on the
 JY0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0257.degrees latitude (g = 980.6199 gals.).
 JY0257
 JY0257.The modeled gravity was interpolated from observed gravity values.
 JY0257
 JY0257;                    North         East    Units  Estimated Accuracy
 JY0257;SPC OH S     -   139,760.      631,860.      MT  (+/- 180 meters Scaled)
 JY0257
 JY0257                          SUPERSEDED SURVEY CONTROL
 JY0257
 JY0257  NGVD 29 (??/??/92)  209.208  (m)          686.38   (f) ADJ UNCH    2 0
 JY0257
 JY0257.Superseded values are not recommended for survey control.
 JY0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0257.See file dsdata.txt to determine how the superseded data were derived.
 JY0257
 JY0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD024460(NAD 83)
 JY0257_MARKER: DB = BENCH MARK DISK
 JY0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0257_STAMPING: F 233 1958
 JY0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0257+STABILITY: SURFACE MOTION
 JY0257
 JY0257  HISTORY     - Date     Condition        Report By
 JY0257  HISTORY     - 1958     MONUMENTED       CGS
 JY0257
 JY0257                          STATION DESCRIPTION
 JY0257
 JY0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0257'2.6 MI NW FROM PLEASANTON.
 JY0257'ABOUT 1.1 MILES WEST ALONG A BLACK TOP ROAD FROM THE METHODIST CHURCH
 JY0257'AND CEMETERY AT PLEASANTON, THENCE ABOUT 1.55 MILES NORTH AND
 JY0257'NORTHWEST ALONG A BLACK TOP ROAD, ABOUT 1.9 MILES SOUTHEAST ALONG
 JY0257'BLACK TOP ROAD FROM JUNCTION OF OLD HIGHWAY 50 AND BRIDGE OVER
 JY0257'MARGARET CREEK AT FISHER, 28 FEET NORTHEAST OF CENTER LINE OF ROAD,
 JY0257'101 YARDS NORTHWEST OF CENTER OF JUNCTION OF BLACK TOP ROAD SOUTH,
 JY0257'86 FEET NORTHWEST OF CENTER LINE OF DRIVE NORTHEAST TO FARM HOUSE
 JY0257'AND BARN, 169 FEET SOUTHEAST OF SOUTHEAST END OF NORTHEAST CONCRETE
 JY0257'HEAD WALL OF A CONCRETE CULVERT, 12 FEET NORTHWEST OF A LOW
 JY0257'FORKED 26-INCH BOX ELDER TREE, 1 FOOT NORTHWEST OF A STEEL WITNESS
 JY0257'POST, ABOUT 1 FOOT BELOW  LEVEL OF ROAD AND SET IN THE TOP OF A
 JY0257'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1299 ***********************************************************************
 JX1299  DESIGNATION -  F 234
 JX1299  PID         -  JX1299
 JX1299  STATE/COUNTY-  OH/MEIGS
 JX1299  USGS QUAD   -  PORTLAND (1994)
 JX1299
 JX1299                         *CURRENT SURVEY CONTROL
 JX1299  ___________________________________________________________________
 JX1299* NAD 83(1986)-  39 07 04.     (N)    081 49 11.     (W)     SCALED    
 JX1299* NAVD 88     -       227.886  (meters)     747.66   (feet)  ADJUSTED  
 JX1299  ___________________________________________________________________
 JX1299  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX1299  DYNAMIC HT  -         227.740 (meters)     747.18  (feet)  COMP
 JX1299  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 JX1299
 JX1299  VERT ORDER  -  SECOND    CLASS 0
 JX1299
 JX1299.The horizontal coordinates were scaled from a topographic map and have
 JX1299.an estimated accuracy of +/- 6 seconds.
 JX1299
 JX1299.The orthometric height was determined by differential leveling
 JX1299.and adjusted by the National Geodetic Survey in June 1991..
 JX1299
 JX1299.The geoid height was determined by GEOID03.
 JX1299
 JX1299.The dynamic height is computed by dividing the NAVD 88
 JX1299.geopotential number by the normal gravity value computed on the
 JX1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1299.degrees latitude (g = 980.6199 gals.).
 JX1299
 JX1299.The modeled gravity was interpolated from observed gravity values.
 JX1299
 JX1299;                    North         East    Units  Estimated Accuracy
 JX1299;SPC OH S     -   124,310.      658,830.      MT  (+/- 180 meters Scaled)
 JX1299
 JX1299                          SUPERSEDED SURVEY CONTROL
 JX1299
 JX1299  NGVD 29 (??/??/92)  228.067  (m)          748.25   (f) ADJ UNCH    2 0
 JX1299
 JX1299.Superseded values are not recommended for survey control.
 JX1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1299.See file dsdata.txt to determine how the superseded data were derived.
 JX1299
 JX1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD291301(NAD 83)
 JX1299_MARKER: DB = BENCH MARK DISK
 JX1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1299_STAMPING: F 234 1958
 JX1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1299+STABILITY: SURFACE MOTION
 JX1299
 JX1299  HISTORY     - Date     Condition        Report By
 JX1299  HISTORY     - 1958     MONUMENTED       CGS
 JX1299  HISTORY     - 1976     GOOD             NGS
 JX1299
 JX1299                          STATION DESCRIPTION
 JX1299
 JX1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1299'3.4 MI NW FROM LONG BOTTOM.
 JX1299'ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 124 FROM THE POST
 JX1299'OFFICE AT LONG BOTTOM, THENCE ABOUT 2.2 MILES NORTH AND NORTHWEST
 JX1299'ALONG STATE HIGHWAY 248, THENCE ABOUT 0.85 MILE NORTHWEST ALONG
 JX1299'A GRAVEL ROAD, ABOUT 0.3 MILE NORTH OF AN EAST-WEST CROSSROAD,
 JX1299'26 FEET EAST OF CENTER LINE OF ROAD, AT NORTH END OF A CUT, 36
 JX1299'FEET SOUTHEAST OF EAST END OF A PIPE CULVERT, UNDER ROAD, 2
 JX1299'FEET WEST OF A FENCE LINE, 5 1/2 FEET SOUTH OF A TWIN 6-INCH OAK
 JX1299'TREE, 1 1/2 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT 1/2
 JX1299'FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JX1299'PROJECTING 3 INCHES.  NOTE-- MARK IS REACHED FROM TUPPERS PLAINS
 JX1299'BY GOING ABOUT 1.65 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE
 JX1299'INTERSECTION OF STATE HIGHWAY 680, THENCE ABOUT 2.95 MILES
 JX1299'SOUTHEAST ALONG A GRAVEL ROAD LEADING TO LONG BOTTOM.
 JX1299
 JX1299                          STATION RECOVERY (1976)
 JX1299
 JX1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1092 ***********************************************************************
 JX1092  DESIGNATION -  F 235 RESET
 JX1092  PID         -  JX1092
 JX1092  STATE/COUNTY-  OH/WASHINGTON
 JX1092  USGS QUAD   -  PARKERSBURG (1994)
 JX1092
 JX1092                         *CURRENT SURVEY CONTROL
 JX1092  ___________________________________________________________________
 JX1092* NAD 83(1986)-  39 18 41.     (N)    081 33 56.     (W)     SCALED    
 JX1092* NAVD 88     -       178.93   (+/-2cm)     587.0    (feet)  VERTCON   
 JX1092  ___________________________________________________________________
 JX1092  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1092
 JX1092  VERT ORDER  -  THIRD (See Below)
 JX1092
 JX1092.The horizontal coordinates were scaled from a topographic map and have
 JX1092.an estimated accuracy of +/- 6 seconds.
 JX1092
 JX1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1092.The vertical order pertains to the NGVD 29 superseded value.
 JX1092
 JX1092.The geoid height was determined by GEOID03.
 JX1092
 JX1092;                    North         East    Units  Estimated Accuracy
 JX1092;SPC OH S     -   146,000.      680,590.      MT  (+/- 180 meters Scaled)
 JX1092
 JX1092                          SUPERSEDED SURVEY CONTROL
 JX1092
 JX1092  NGVD 29 (10/13/05)  179.11   (m)          587.6    (f) RESET       3  
 JX1092
 JX1092.Superseded values are not recommended for survey control.
 JX1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1092.See file dsdata.txt to determine how the superseded data were derived.
 JX1092
 JX1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD512514(NAD 83)
 JX1092_MARKER: DB = BENCH MARK DISK
 JX1092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1092_SP_SET: CULVERT
 JX1092_STAMPING: F 235 RESET 1965
 JX1092_MARK LOGO: CGS   
 JX1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1092
 JX1092  HISTORY     - Date     Condition        Report By
 JX1092  HISTORY     - 1965     MONUMENTED       CGS
 JX1092  HISTORY     - 1976     GOOD             NGS
 JX1092
 JX1092                          STATION DESCRIPTION
 JX1092
 JX1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JX1092'2.4 MI N FROM BELPRE.
 JX1092'ABOUT 1.85 MILES NORTH ALONG STATE ROUTE 7 FROM THE JUNCTION OF
 JX1092'U.S. HIGHWAY 50 AND STATE ROUTE 7 NEAR THE WEST END OF THE
 JX1092'MEMORIAL TOLL BRIDGE IN NORTH BELPRE.  MARK IS IN THE FIRST
 JX1092'LEVEL BELOW THE DECK OF THE SOUTHWEST HEADWALL OF A BOX CULVERT.
 JX1092'IT IS 245 FEET SOUTH OF THE NORTH END OF A GUARDRAIL ALONG WEST
 JX1092'SIDE OF HIGHWAY, 200 FEET SOUTH OF A POINT ON TANGENT WITH AN
 JX1092'OHIO RIVER CHANNEL LIGHT, 57 FEET WEST OF THE APPROXIMATE
 JX1092'CENTER OF STATE ROUTE 7, 3 FEET WEST OF A METAL WITNESS POST
 JX1092'AND SIGN, 0.7 FOOT EAST OF THE END OF THE STEP, AND ABOUT 10 FEET
 JX1092'BELOW THE HIGHWAY.  A STANDARD DISK CEMENTED IN A DRILL HOLE
 JX1092'FLUSH WITH THE SURFACE OF THE STEP AND THE DISK IS STAMPED F
 JX1092'235 RESET 1965.
 JX1092
 JX1092                          STATION RECOVERY (1976)
 JX1092
 JX1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1092'RECOVERED. IT IS NOW ABOUT 130 YDS EAST OF TRACKS, 50 YDS EAST OF NEW
 JX1092'HIGHWAY 7 IN THE FIRST STEP DOWN OF SW WING WALL OF BOX CULVERT OVER
 JX1092'CROOKED CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0831 ***********************************************************************
 JX0831  DESIGNATION -  F 236
 JX0831  PID         -  JX0831
 JX0831  STATE/COUNTY-  OH/WASHINGTON
 JX0831  USGS QUAD   -  MARIETTA (1994)
 JX0831
 JX0831                         *CURRENT SURVEY CONTROL
 JX0831  ___________________________________________________________________
 JX0831* NAD 83(1986)-  39 29 42.     (N)    081 27 56.     (W)     SCALED    
 JX0831* NAVD 88     -       197.370  (meters)     647.54   (feet)  ADJUSTED  
 JX0831  ___________________________________________________________________
 JX0831  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX0831  DYNAMIC HT  -         197.253 (meters)     647.15  (feet)  COMP
 JX0831  MODELED GRAV-     980,027.2   (mgal)                       NAVD 88
 JX0831
 JX0831  VERT ORDER  -  FIRST     CLASS II
 JX0831
 JX0831.The horizontal coordinates were scaled from a topographic map and have
 JX0831.an estimated accuracy of +/- 6 seconds.
 JX0831
 JX0831.The orthometric height was determined by differential leveling
 JX0831.and adjusted by the National Geodetic Survey in June 1991..
 JX0831
 JX0831.The geoid height was determined by GEOID03.
 JX0831
 JX0831.The dynamic height is computed by dividing the NAVD 88
 JX0831.geopotential number by the normal gravity value computed on the
 JX0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0831.degrees latitude (g = 980.6199 gals.).
 JX0831
 JX0831.The modeled gravity was interpolated from observed gravity values.
 JX0831
 JX0831;                    North         East    Units  Estimated Accuracy
 JX0831;SPC OH S     -   166,480.      688,980.      MT  (+/- 180 meters Scaled)
 JX0831
 JX0831                          SUPERSEDED SURVEY CONTROL
 JX0831
 JX0831  NGVD 29 (??/??/92)  197.548  (m)          648.12   (f) ADJ UNCH    1 2
 JX0831
 JX0831.Superseded values are not recommended for survey control.
 JX0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0831.See file dsdata.txt to determine how the superseded data were derived.
 JX0831
 JX0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD599718(NAD 83)
 JX0831_MARKER: DB = BENCH MARK DISK
 JX0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0831_STAMPING: F 236 1959
 JX0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0831+STABILITY: SURFACE MOTION
 JX0831
 JX0831  HISTORY     - Date     Condition        Report By
 JX0831  HISTORY     - 1959     MONUMENTED       CGS
 JX0831
 JX0831                          STATION DESCRIPTION
 JX0831
 JX0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX0831'3.4 MI SE FROM LOWELL.
 JX0831'ABOUT 3.45 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0831'FROM THE STATION AT LOWELL, AT MILEPOLE 62-17, ALONG THE EAST
 JX0831'SIDE OF COUNTY ROAD 32, AT THE JUNCTION OF A DRIVE LEADING EAST
 JX0831'TO A LARGE TWO-STORY WHITE PAINTED HOUSE, AND A PRIVATE ROAD
 JX0831'LEADING WEST ACROSS THE TRACK, 17 FEET SOUTHEAST OF THE CENTER
 JX0831'LINE OF ROAD 32, 58 1/2 FEET EAST OF AND ACROSS THE ROAD FROM THE
 JX0831'SOUTHEAST RAIL AT THE CENTER LINE OF PRIVATE ROAD, 31 FEET
 JX0831'SOUTHWEST OF THE CENTER LINE OF DRIVE LEADING EAST, 5 1/2 FEET
 JX0831'SOUTH OF POWER LINE POLE 0-50, 17 1/2 FEET SOUTHWEST OF THE
 JX0831'NORTHWEST CORNER OF A FENCE AROUND A SMALL APPLE ORCHARD, 1 FOOT
 JX0831'NORTHWEST OF THE FENCE LINE, 1 1/2 FEET NORTH OF A STEEL WITNESS
 JX0831'POST, ABOUT 1/2 FOOT LOWER THAN THE LEVEL OF THE ROAD, AND SET
 JX0831'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1534 ***********************************************************************
 JX1534  DESIGNATION -  F 237
 JX1534  PID         -  JX1534
 JX1534  STATE/COUNTY-  OH/WASHINGTON
 JX1534  USGS QUAD   -  BEVERLY (1994)
 JX1534
 JX1534                         *CURRENT SURVEY CONTROL
 JX1534  ___________________________________________________________________
 JX1534* NAD 83(1986)-  39 33 39.     (N)    081 42 54.     (W)     SCALED    
 JX1534* NAVD 88     -       199.218  (meters)     653.60   (feet)  ADJUSTED  
 JX1534  ___________________________________________________________________
 JX1534  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX1534  DYNAMIC HT  -         199.098 (meters)     653.21  (feet)  COMP
 JX1534  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 JX1534
 JX1534  VERT ORDER  -  FIRST     CLASS II
 JX1534
 JX1534.The horizontal coordinates were scaled from a topographic map and have
 JX1534.an estimated accuracy of +/- 6 seconds.
 JX1534
 JX1534.The orthometric height was determined by differential leveling
 JX1534.and adjusted by the National Geodetic Survey in June 1991..
 JX1534
 JX1534.The geoid height was determined by GEOID03.
 JX1534
 JX1534.The dynamic height is computed by dividing the NAVD 88
 JX1534.geopotential number by the normal gravity value computed on the
 JX1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1534.degrees latitude (g = 980.6199 gals.).
 JX1534
 JX1534.The modeled gravity was interpolated from observed gravity values.
 JX1534
 JX1534;                    North         East    Units  Estimated Accuracy
 JX1534;SPC OH S     -   173,570.      667,460.      MT  (+/- 180 meters Scaled)
 JX1534
 JX1534                          SUPERSEDED SURVEY CONTROL
 JX1534
 JX1534  NGVD 29 (??/??/92)  199.407  (m)          654.22   (f) ADJ UNCH    1 2
 JX1534
 JX1534.Superseded values are not recommended for survey control.
 JX1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1534.See file dsdata.txt to determine how the superseded data were derived.
 JX1534
 JX1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD385792(NAD 83)
 JX1534_MARKER: DB = BENCH MARK DISK
 JX1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1534_STAMPING: F 237 1959
 JX1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1534+STABILITY: SURFACE MOTION
 JX1534
 JX1534  HISTORY     - Date     Condition        Report By
 JX1534  HISTORY     - 1959     MONUMENTED       CGS
 JX1534
 JX1534                          STATION DESCRIPTION
 JX1534
 JX1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1534'7.7 MI NW FROM WATERFORD.
 JX1534'ABOUT 7.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1534'FROM THE STATION AT WATERFORD, 1.6 MILES NORTHEAST OF THE OLD
 JX1534'RIVER LOCK NO. 5, AT MILEPOLE 42-03, AT A FARM ROAD CROSSING
 JX1534'LEADING EAST AND WEST, 14 1/2 FEET EAST OF THE EAST RAIL,
 JX1534'9 1/2 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 19 FEET
 JX1534'NORTHEAST OF THE CENTER LINE OF THE CROSSING, 14 1/2 FEET
 JX1534'SOUTHWEST OF A 24-INCH ELM TREE THAT IS IN THE SOUTHWEST CORNER
 JX1534'OF A LAWN AT A FARMHOUSE WITH BRICK SIDING, 43 1/2 FEET NORTHEAST
 JX1534'OF AND ACROSS THE TRACK FROM THE MILEPOLE, 2 FEET WEST OF A
 JX1534'STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 JX1534'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0065 ***********************************************************************
 KZ0065  DESIGNATION -  F 239
 KZ0065  PID         -  KZ0065
 KZ0065  STATE/COUNTY-  OH/WAYNE
 KZ0065  USGS QUAD   -  NEW PITTSBURG (1978)
 KZ0065
 KZ0065                         *CURRENT SURVEY CONTROL
 KZ0065  ___________________________________________________________________
 KZ0065* NAD 83(1986)-  40 48 23.     (N)    082 07 22.     (W)     SCALED    
 KZ0065* NAVD 88     -       294.527  (meters)     966.29   (feet)  ADJUSTED  
 KZ0065  ___________________________________________________________________
 KZ0065  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KZ0065  DYNAMIC HT  -         294.392 (meters)     965.85  (feet)  COMP
 KZ0065  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 KZ0065
 KZ0065  VERT ORDER  -  SECOND    CLASS 0
 KZ0065
 KZ0065.The horizontal coordinates were scaled from a topographic map and have
 KZ0065.an estimated accuracy of +/- 6 seconds.
 KZ0065
 KZ0065.The orthometric height was determined by differential leveling
 KZ0065.and adjusted by the National Geodetic Survey in June 1991..
 KZ0065
 KZ0065.The geoid height was determined by GEOID03.
 KZ0065
 KZ0065.The dynamic height is computed by dividing the NAVD 88
 KZ0065.geopotential number by the normal gravity value computed on the
 KZ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0065.degrees latitude (g = 980.6199 gals.).
 KZ0065
 KZ0065.The modeled gravity was interpolated from observed gravity values.
 KZ0065
 KZ0065;                    North         East    Units  Estimated Accuracy
 KZ0065;SPC OH N     -   126,630.      631,830.      MT  (+/- 180 meters Scaled)
 KZ0065
 KZ0065                          SUPERSEDED SURVEY CONTROL
 KZ0065
 KZ0065  NGVD 29 (??/??/92)  294.721  (m)          966.93   (f) ADJ UNCH    2 0
 KZ0065
 KZ0065.Superseded values are not recommended for survey control.
 KZ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0065.See file dsdata.txt to determine how the superseded data were derived.
 KZ0065
 KZ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF052178(NAD 83)
 KZ0065_MARKER: DB = BENCH MARK DISK
 KZ0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0065_SP_SET: BRIDGE
 KZ0065_STAMPING: F 239 1959
 KZ0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0065
 KZ0065  HISTORY     - Date     Condition        Report By
 KZ0065  HISTORY     - 1959     MONUMENTED       CGS
 KZ0065  HISTORY     - 1970     GOOD             NGS
 KZ0065  HISTORY     - 1987     GOOD             OHDT
 KZ0065
 KZ0065                          STATION DESCRIPTION
 KZ0065
 KZ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0065'1 MI W FROM REEDSBURG.
 KZ0065'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 30 FROM GRACE CHURCH AT
 KZ0065'REEDSBURG, 0.3 MILE EAST OF JUNCTION OF A ROAD LEADING SOUTH
 KZ0065'ALONG THE ASHLAND-WAYNE COUNTY LINE, IN THE TOP OF THE
 KZ0065'NORTHEAST END OF WING WALL AT NORTHEAST CORNER OF A 40-FOOT
 KZ0065'CONCRETE BRIDGE (THE SECOND BRIDGE EAST OF COUNTY LINE) 18 FEET
 KZ0065'NORTH OF CENTER LINE OF HIGHWAY, AND ABOUT 1 FOOT BELOW LEVEL
 KZ0065'OF HIGHWAY.
 KZ0065
 KZ0065                          STATION RECOVERY (1970)
 KZ0065
 KZ0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0065'RECOVERED IN GOOD CONDITION.
 KZ0065
 KZ0065                          STATION RECOVERY (1987)
 KZ0065
 KZ0065'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0607 ***********************************************************************
 KZ0607  DESIGNATION -  F 24
 KZ0607  PID         -  KZ0607
 KZ0607  STATE/COUNTY-  OH/HARDIN
 KZ0607  USGS QUAD   -  KENTON (1980)
 KZ0607
 KZ0607                         *CURRENT SURVEY CONTROL
 KZ0607  ___________________________________________________________________
 KZ0607* NAD 83(1986)-  40 38 20.     (N)    083 36 52.     (W)     SCALED    
 KZ0607* NAVD 88     -       295.882  (meters)     970.74   (feet)  ADJUSTED  
 KZ0607  ___________________________________________________________________
 KZ0607  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 KZ0607  DYNAMIC HT  -         295.727 (meters)     970.23  (feet)  COMP
 KZ0607  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 KZ0607
 KZ0607  VERT ORDER  -  SECOND    CLASS 0
 KZ0607
 KZ0607.The horizontal coordinates were scaled from a topographic map and have
 KZ0607.an estimated accuracy of +/- 6 seconds.
 KZ0607
 KZ0607.The orthometric height was determined by differential leveling
 KZ0607.and adjusted by the National Geodetic Survey in June 1991..
 KZ0607.WARNING-Repeat measurements at this control monument indicate possible
 KZ0607.vertical movement.
 KZ0607
 KZ0607.The geoid height was determined by GEOID03.
 KZ0607
 KZ0607.The dynamic height is computed by dividing the NAVD 88
 KZ0607.geopotential number by the normal gravity value computed on the
 KZ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0607.degrees latitude (g = 980.6199 gals.).
 KZ0607
 KZ0607.The modeled gravity was interpolated from observed gravity values.
 KZ0607
 KZ0607;                    North         East    Units  Estimated Accuracy
 KZ0607;SPC OH N     -   108,560.      505,730.      MT  (+/- 180 meters Scaled)
 KZ0607
 KZ0607                          SUPERSEDED SURVEY CONTROL
 KZ0607
 KZ0607  NGVD 29 (??/??/92)  296.048  (m)          971.28   (f) ADJ UNCH    2 0
 KZ0607
 KZ0607.Superseded values are not recommended for survey control.
 KZ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0607.See file dsdata.txt to determine how the superseded data were derived.
 KZ0607
 KZ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF789019(NAD 83)
 KZ0607_MARKER: DB = BENCH MARK DISK
 KZ0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0607_STAMPING: F 24 1934
 KZ0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0607+STABILITY: SURFACE MOTION
 KZ0607
 KZ0607  HISTORY     - Date     Condition        Report By
 KZ0607  HISTORY     - 1934     MONUMENTED       CGS
 KZ0607  HISTORY     - 1960     GOOD             NGS
 KZ0607
 KZ0607                          STATION DESCRIPTION
 KZ0607
 KZ0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ0607'AT KENTON.
 KZ0607'AT KENTON, 0.2 MILE NORTHWEST ALONG THE ERIE RAILROAD FROM THE
 KZ0607'STATION, 0.2 MILE NORTHWEST OF MILEPOST M 25, AT THE CROSSING
 KZ0607'OF HIGHWAY 67, 17 1/2 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST
 KZ0607'RAIL, 43 FEET SOUTHEAST OF THE SOUTHEAST CURB OF HIGHWAY 67,
 KZ0607'38 FEET SOUTHEAST OF POWER LINE POLE AND STREET LIGHT POLE
 KZ0607'NO. 1006 A 2-2, 8 FEET SOUTHEAST OF MILEAGE POLE 25+8, ABOUT
 KZ0607'LEVEL WITH THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KZ0607'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0209 ***********************************************************************
 KZ0209  DESIGNATION -  F 241
 KZ0209  PID         -  KZ0209
 KZ0209  STATE/COUNTY-  OH/WAYNE
 KZ0209  USGS QUAD   -  WEST SALEM (1981)
 KZ0209
 KZ0209                         *CURRENT SURVEY CONTROL
 KZ0209  ___________________________________________________________________
 KZ0209* NAD 83(1986)-  40 55 23.     (N)    082 04 31.     (W)     SCALED    
 KZ0209* NAVD 88     -       356.053  (meters)    1168.15   (feet)  ADJUSTED  
 KZ0209  ___________________________________________________________________
 KZ0209  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KZ0209  DYNAMIC HT  -         355.897 (meters)    1167.64  (feet)  COMP
 KZ0209  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 KZ0209
 KZ0209  VERT ORDER  -  SECOND    CLASS 0
 KZ0209
 KZ0209.The horizontal coordinates were scaled from a topographic map and have
 KZ0209.an estimated accuracy of +/- 6 seconds.
 KZ0209
 KZ0209.The orthometric height was determined by differential leveling
 KZ0209.and adjusted by the National Geodetic Survey in June 1991..
 KZ0209
 KZ0209.The geoid height was determined by GEOID03.
 KZ0209
 KZ0209.The dynamic height is computed by dividing the NAVD 88
 KZ0209.geopotential number by the normal gravity value computed on the
 KZ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0209.degrees latitude (g = 980.6199 gals.).
 KZ0209
 KZ0209.The modeled gravity was interpolated from observed gravity values.
 KZ0209
 KZ0209;                    North         East    Units  Estimated Accuracy
 KZ0209;SPC OH N     -   139,600.      635,770.      MT  (+/- 180 meters Scaled)
 KZ0209
 KZ0209                          SUPERSEDED SURVEY CONTROL
 KZ0209
 KZ0209  NGVD 29 (??/??/92)  356.254  (m)         1168.81   (f) ADJ UNCH    2 0
 KZ0209
 KZ0209.Superseded values are not recommended for survey control.
 KZ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0209.See file dsdata.txt to determine how the superseded data were derived.
 KZ0209
 KZ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF094307(NAD 83)
 KZ0209_MARKER: DB = BENCH MARK DISK
 KZ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0209_STAMPING: F 241 1959
 KZ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0209+STABILITY: SURFACE MOTION
 KZ0209
 KZ0209  HISTORY     - Date     Condition        Report By
 KZ0209  HISTORY     - 1959     MONUMENTED       CGS
 KZ0209  HISTORY     - 1987     GOOD             OHDT
 KZ0209
 KZ0209                          STATION DESCRIPTION
 KZ0209
 KZ0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0209'1.2 MI W FROM CONGRESS.
 KZ0209'ABOUT 1.25 MILES WEST ALONG STATE HIGHWAY 604 FROM THE EAST
 KZ0209'JUNCTION OF COUNTY ROAD 503 AT CONGRESS, ABOUT 1.85 MILES EAST
 KZ0209'ALONG STATE HIGHWAY 604 FROM THE NORTH JUNCTION OF STATE HIGHWAY
 KZ0209'301 AT PLEASANT HOME, 0.8 MILE WEST OF THE WEST JUNCTION OF
 KZ0209'COUNTY ROAD 503 LEADING NORTHWEST, 0.3 MILE EAST OF THE
 KZ0209'INTERSECTION OF ROAD 128, ABOUT 103 YARDS WEST OF THE JUNCTION
 KZ0209'OF A PRIVATE ROAD LEADING NORTH TO A LARGE TWO-STORY WHITE
 KZ0209'PAINTED HOUSE, ON THE SOUTHWEST BANK OF A DRAINAGE DITCH, AT
 KZ0209'THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 20 FEET NORTH OF
 KZ0209'THE CENTER LINE OF THE HIGHWAY, 23 1/2 FEET NORTHWEST OF THE
 KZ0209'NORTH END OF 36-INCH PIPE CULVERT, 2 FEET EAST OF A STEEL WITNESS
 KZ0209'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 KZ0209'IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KZ0209
 KZ0209                          STATION RECOVERY (1987)
 KZ0209
 KZ0209'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0157 ***********************************************************************
 KZ0157  DESIGNATION -  F 242
 KZ0157  PID         -  KZ0157
 KZ0157  STATE/COUNTY-  OH/ASHLAND
 KZ0157  USGS QUAD   -  ASHLAND NORTH (1972)
 KZ0157
 KZ0157                         *CURRENT SURVEY CONTROL
 KZ0157  ___________________________________________________________________
 KZ0157* NAD 83(1986)-  40 57 35.     (N)    082 15 25.     (W)     SCALED    
 KZ0157* NAVD 88     -       324.367  (meters)    1064.19   (feet)  ADJUSTED  
 KZ0157  ___________________________________________________________________
 KZ0157  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KZ0157  DYNAMIC HT  -         324.221 (meters)    1063.72  (feet)  COMP
 KZ0157  MODELED GRAV-     980,165.2   (mgal)                       NAVD 88
 KZ0157
 KZ0157  VERT ORDER  -  SECOND    CLASS 0
 KZ0157
 KZ0157.The horizontal coordinates were scaled from a topographic map and have
 KZ0157.an estimated accuracy of +/- 6 seconds.
 KZ0157
 KZ0157.The orthometric height was determined by differential leveling
 KZ0157.and adjusted by the National Geodetic Survey in June 1991..
 KZ0157
 KZ0157.The geoid height was determined by GEOID03.
 KZ0157
 KZ0157.The dynamic height is computed by dividing the NAVD 88
 KZ0157.geopotential number by the normal gravity value computed on the
 KZ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0157.degrees latitude (g = 980.6199 gals.).
 KZ0157
 KZ0157.The modeled gravity was interpolated from observed gravity values.
 KZ0157
 KZ0157;                    North         East    Units  Estimated Accuracy
 KZ0157;SPC OH N     -   143,620.      620,460.      MT  (+/- 180 meters Scaled)
 KZ0157
 KZ0157                          SUPERSEDED SURVEY CONTROL
 KZ0157
 KZ0157  NGVD 29 (??/??/92)  324.547  (m)         1064.78   (f) ADJ UNCH    2 0
 KZ0157
 KZ0157.Superseded values are not recommended for survey control.
 KZ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0157.See file dsdata.txt to determine how the superseded data were derived.
 KZ0157
 KZ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF942350(NAD 83)
 KZ0157_MARKER: DB = BENCH MARK DISK
 KZ0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0157_SP_SET: ABUTMENT
 KZ0157_STAMPING: F 242 1959
 KZ0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0157
 KZ0157  HISTORY     - Date     Condition        Report By
 KZ0157  HISTORY     - 1959     MONUMENTED       CGS
 KZ0157  HISTORY     - 1970     GOOD             NGS
 KZ0157  HISTORY     - 1987     GOOD             OHDT
 KZ0157  HISTORY     - 1991     GOOD             USPSQD
 KZ0157
 KZ0157                          STATION DESCRIPTION
 KZ0157
 KZ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0157'3 MI NE FROM NANKIN.
 KZ0157'ABOUT 3.05 MILES NORTHEAST ALONG STATE HIGHWAY 58 FROM THE
 KZ0157'INTERSECTION OF STATE HIGHWAY 302 AT NANKIN, AT THE JUNCTION
 KZ0157'OF ORANGE TWP ROAD 25, 15 FEET SOUTHEAST OF THE CENTER LINE OF
 KZ0157'HIGHWAY, 36 FEET NORTHEAST OF THE CENTER LINE OF ROAD 25, IN TOP
 KZ0157'OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT TO A 30-FOOT
 KZ0157'CONCRETE BRIDGE OVER A SMALL STREAM, 1 1/2 FEET NORTHWEST OF THE
 KZ0157'SOUTHEAST END OF THE ABUTMENT, AND ABOUT LEVEL WITH THE HIGHWAY.
 KZ0157
 KZ0157                          STATION RECOVERY (1970)
 KZ0157
 KZ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0157'RECOVERED IN GOOD CONDITION.
 KZ0157
 KZ0157                          STATION RECOVERY (1987)
 KZ0157
 KZ0157'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0157'RECOVERED IN GOOD CONDITION.
 KZ0157
 KZ0157                          STATION RECOVERY (1991)
 KZ0157
 KZ0157'RECOVERY NOTE BY US POWER SQUADRON 1991 (DE)
 KZ0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0252 ***********************************************************************
 KZ0252  DESIGNATION -  F 243
 KZ0252  PID         -  KZ0252
 KZ0252  STATE/COUNTY-  OH/ASHLAND
 KZ0252  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0252
 KZ0252                         *CURRENT SURVEY CONTROL
 KZ0252  ___________________________________________________________________
 KZ0252* NAD 83(1986)-  40 51 30.     (N)    082 09 35.     (W)     SCALED    
 KZ0252* NAVD 88     -       348.966  (meters)    1144.90   (feet)  ADJUSTED  
 KZ0252  ___________________________________________________________________
 KZ0252  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KZ0252  DYNAMIC HT  -         348.809 (meters)    1144.38  (feet)  COMP
 KZ0252  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 KZ0252
 KZ0252  VERT ORDER  -  SECOND    CLASS 0
 KZ0252
 KZ0252.The horizontal coordinates were scaled from a topographic map and have
 KZ0252.an estimated accuracy of +/- 6 seconds.
 KZ0252
 KZ0252.The orthometric height was determined by differential leveling
 KZ0252.and adjusted by the National Geodetic Survey in June 1991..
 KZ0252
 KZ0252.The geoid height was determined by GEOID03.
 KZ0252
 KZ0252.The dynamic height is computed by dividing the NAVD 88
 KZ0252.geopotential number by the normal gravity value computed on the
 KZ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0252.degrees latitude (g = 980.6199 gals.).
 KZ0252
 KZ0252.The modeled gravity was interpolated from observed gravity values.
 KZ0252
 KZ0252;                    North         East    Units  Estimated Accuracy
 KZ0252;SPC OH N     -   132,390.      628,690.      MT  (+/- 180 meters Scaled)
 KZ0252
 KZ0252                          SUPERSEDED SURVEY CONTROL
 KZ0252
 KZ0252  NGVD 29 (??/??/92)  349.158  (m)         1145.53   (f) ADJ UNCH    2 0
 KZ0252
 KZ0252.Superseded values are not recommended for survey control.
 KZ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0252.See file dsdata.txt to determine how the superseded data were derived.
 KZ0252
 KZ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF022236(NAD 83)
 KZ0252_MARKER: DB = BENCH MARK DISK
 KZ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0252_STAMPING: F 243 1959
 KZ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0252+STABILITY: SURFACE MOTION
 KZ0252
 KZ0252  HISTORY     - Date     Condition        Report By
 KZ0252  HISTORY     - 1959     MONUMENTED       CGS
 KZ0252  HISTORY     - 1970     GOOD             NGS
 KZ0252  HISTORY     - 1987     GOOD             OHDT
 KZ0252
 KZ0252                          STATION DESCRIPTION
 KZ0252
 KZ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0252'0.2 MI W FROM ROWSBURG.
 KZ0252'ABOUT 0.2 MILE WEST ALONG U.S. HIGHWAY 250 FROM THE INTERSECTION
 KZ0252'OF PERRY TWP ROAD 46 AT ROWSBURG, AT THE WEST EDGE OF ROWSBURG,
 KZ0252'AT THE COMMUNITY HALL (FORMERLY A SCHOOL), 25 1/2 FEET SOUTH OF THE
 KZ0252'CENTER LINE OF THE HIGHWAY, 30 1/2 FEET NORTH-NORTHWEST OF THE
 KZ0252'NORTHWEST CORNER OF HALL, 164 FEET WEST-NORTHWEST OF THE
 KZ0252'EAST-NORTHEAST CORNER OF THE CHURCH OF THE NAZARENE, 6 1/2
 KZ0252'FEET SOUTHWEST OF A 24-INCH MAPLE TREE, 1 1/2 FEET NORTH OF A
 KZ0252'STEEL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 KZ0252'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KZ0252
 KZ0252                          STATION RECOVERY (1970)
 KZ0252
 KZ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0252'RECOVERED IN GOOD CONDITION.
 KZ0252
 KZ0252                          STATION RECOVERY (1987)
 KZ0252
 KZ0252'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0226 ***********************************************************************
 KZ0226  DESIGNATION -  F 244
 KZ0226  PID         -  KZ0226
 KZ0226  STATE/COUNTY-  OH/ASHLAND
 KZ0226  USGS QUAD   -  ASHLAND NORTH (1972)
 KZ0226
 KZ0226                         *CURRENT SURVEY CONTROL
 KZ0226  ___________________________________________________________________
 KZ0226* NAD 83(1986)-  40 53 23.     (N)    082 19 40.     (W)     SCALED    
 KZ0226* NAVD 88     -       329.705  (meters)    1081.71   (feet)  ADJUSTED  
 KZ0226  ___________________________________________________________________
 KZ0226  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KZ0226  DYNAMIC HT  -         329.553 (meters)    1081.21  (feet)  COMP
 KZ0226  MODELED GRAV-     980,154.1   (mgal)                       NAVD 88
 KZ0226
 KZ0226  VERT ORDER  -  SECOND    CLASS 0
 KZ0226
 KZ0226.The horizontal coordinates were scaled from a topographic map and have
 KZ0226.an estimated accuracy of +/- 6 seconds.
 KZ0226
 KZ0226.The orthometric height was determined by differential leveling
 KZ0226.and adjusted by the National Geodetic Survey in June 1991..
 KZ0226
 KZ0226.The geoid height was determined by GEOID03.
 KZ0226
 KZ0226.The dynamic height is computed by dividing the NAVD 88
 KZ0226.geopotential number by the normal gravity value computed on the
 KZ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0226.degrees latitude (g = 980.6199 gals.).
 KZ0226
 KZ0226.The modeled gravity was interpolated from observed gravity values.
 KZ0226
 KZ0226;                    North         East    Units  Estimated Accuracy
 KZ0226;SPC OH N     -   135,830.      614,510.      MT  (+/- 180 meters Scaled)
 KZ0226
 KZ0226                          SUPERSEDED SURVEY CONTROL
 KZ0226
 KZ0226  NGVD 29 (??/??/92)  329.882  (m)         1082.29   (f) ADJ UNCH    2 0
 KZ0226
 KZ0226.Superseded values are not recommended for survey control.
 KZ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0226.See file dsdata.txt to determine how the superseded data were derived.
 KZ0226
 KZ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF881273(NAD 83)
 KZ0226_MARKER: DB = BENCH MARK DISK
 KZ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0226_STAMPING: F 244 1959
 KZ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0226+STABILITY: SURFACE MOTION
 KZ0226
 KZ0226  HISTORY     - Date     Condition        Report By
 KZ0226  HISTORY     - 1959     MONUMENTED       CGS
 KZ0226  HISTORY     - 1969     GOOD             NGS
 KZ0226  HISTORY     - 1987     GOOD             OHDT
 KZ0226
 KZ0226                          STATION DESCRIPTION
 KZ0226
 KZ0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KZ0226'1.6 MI N FROM ASHLAND.
 KZ0226'ABOUT 1.55 MILES NORTH ALONG U.S. HIGHWAY 250 AND STATE HIGHWAY
 KZ0226'60 FROM THE POST OFFICE IN ASHLAND TO THE MARK ON THE RIGHT,
 KZ0226'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND,
 KZ0226'31 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET
 KZ0226'NORTHEAST OF A POWER POLE, 54 FEET NORTH OF THE CENTERLINE OF
 KZ0226'TWP RD. 1184 AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 KZ0226'NOTE-- THE AIRPORT IS NOW ABANDONED AND UNDER CULTIVATION.
 KZ0226
 KZ0226                          STATION RECOVERY (1987)
 KZ0226
 KZ0226'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DMK)
 KZ0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1561 ***********************************************************************
 KY1561  DESIGNATION -  F 245
 KY1561  PID         -  KY1561
 KY1561  STATE/COUNTY-  OH/MUSKINGUM
 KY1561  USGS QUAD   -  ADAMSVILLE (1994)
 KY1561
 KY1561                         *CURRENT SURVEY CONTROL
 KY1561  ___________________________________________________________________
 KY1561* NAD 83(1986)-  40 02 23.     (N)    081 59 26.     (W)     SCALED    
 KY1561* NAVD 88     -       216.154  (meters)     709.17   (feet)  ADJUSTED  
 KY1561  ___________________________________________________________________
 KY1561  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KY1561  DYNAMIC HT  -         216.039 (meters)     708.79  (feet)  COMP
 KY1561  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 KY1561
 KY1561  VERT ORDER  -  FIRST     CLASS II
 KY1561
 KY1561.The horizontal coordinates were scaled from a topographic map and have
 KY1561.an estimated accuracy of +/- 6 seconds.
 KY1561
 KY1561.The orthometric height was determined by differential leveling
 KY1561.and adjusted by the National Geodetic Survey in June 1991..
 KY1561
 KY1561.The geoid height was determined by GEOID03.
 KY1561
 KY1561.The dynamic height is computed by dividing the NAVD 88
 KY1561.geopotential number by the normal gravity value computed on the
 KY1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1561.degrees latitude (g = 980.6199 gals.).
 KY1561
 KY1561.The modeled gravity was interpolated from observed gravity values.
 KY1561
 KY1561;                    North         East    Units  Estimated Accuracy
 KY1561;SPC OH S     -   226,570.      643,480.      MT  (+/- 180 meters Scaled)
 KY1561
 KY1561                          SUPERSEDED SURVEY CONTROL
 KY1561
 KY1561  NGVD 29 (??/??/92)  216.368  (m)          709.87   (f) ADJ UNCH    1 2
 KY1561
 KY1561.Superseded values are not recommended for survey control.
 KY1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1561.See file dsdata.txt to determine how the superseded data were derived.
 KY1561
 KY1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME154326(NAD 83)
 KY1561_MARKER: DB = BENCH MARK DISK
 KY1561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1561_SP_SET: CULVERT
 KY1561_STAMPING: F 245 1959
 KY1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1561
 KY1561  HISTORY     - Date     Condition        Report By
 KY1561  HISTORY     - 1959     MONUMENTED       CGS
 KY1561
 KY1561                          STATION DESCRIPTION
 KY1561
 KY1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1561'6.8 MI S FROM DRESDEN.
 KY1561'ABOUT 6.85 MILES SOUTH ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 KY1561'RAILROAD FROM THE STATION AT DRESDEN, 0.65 MILE SOUTHWEST OF THE
 KY1561'STATION SIGN AND CROSSING AT ELLIS, 0.4 MILE NORTHEAST OF MILEPOST
 KY1561'137, BETWEEN MILEPOLES 136+20 AND 136+21, 46 FEET (SLOPING
 KY1561'MEASUREMENT) NORTHWEST OF THE NORTHWEST RAIL, IN TOP OF THE
 KY1561'NORTHEAST END OF THE NORTHWEST HEAD WALL OF A LOW 12-FOOT CONCRETE
 KY1561'CULVERT UNDER THE RAILROAD AND FOR A SMALL STREAM, AND ABOUT 18
 KY1561'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1517 ***********************************************************************
 JX1517  DESIGNATION -  F 246
 JX1517  PID         -  JX1517
 JX1517  STATE/COUNTY-  OH/MORGAN
 JX1517  USGS QUAD   -  STOCKPORT (1994)
 JX1517
 JX1517                         *CURRENT SURVEY CONTROL
 JX1517  ___________________________________________________________________
 JX1517* NAD 83(1986)-  39 34 05.     (N)    081 46 59.     (W)     SCALED    
 JX1517* NAVD 88     -       202.610  (meters)     664.73   (feet)  ADJUSTED  
 JX1517  ___________________________________________________________________
 JX1517  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1517  DYNAMIC HT  -         202.488 (meters)     664.33  (feet)  COMP
 JX1517  MODELED GRAV-     980,019.8   (mgal)                       NAVD 88
 JX1517
 JX1517  VERT ORDER  -  FIRST     CLASS II
 JX1517
 JX1517.The horizontal coordinates were scaled from a topographic map and have
 JX1517.an estimated accuracy of +/- 6 seconds.
 JX1517
 JX1517.The orthometric height was determined by differential leveling
 JX1517.and adjusted by the National Geodetic Survey in June 1991..
 JX1517
 JX1517.The geoid height was determined by GEOID03.
 JX1517
 JX1517.The dynamic height is computed by dividing the NAVD 88
 JX1517.geopotential number by the normal gravity value computed on the
 JX1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1517.degrees latitude (g = 980.6199 gals.).
 JX1517
 JX1517.The modeled gravity was interpolated from observed gravity values.
 JX1517
 JX1517;                    North         East    Units  Estimated Accuracy
 JX1517;SPC OH S     -   174,320.      661,600.      MT  (+/- 180 meters Scaled)
 JX1517
 JX1517                          SUPERSEDED SURVEY CONTROL
 JX1517
 JX1517  NGVD 29 (??/??/92)  202.809  (m)          665.38   (f) ADJ UNCH    1 2
 JX1517
 JX1517.Superseded values are not recommended for survey control.
 JX1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1517.See file dsdata.txt to determine how the superseded data were derived.
 JX1517
 JX1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD327801(NAD 83)
 JX1517_MARKER: DB = BENCH MARK DISK
 JX1517_SETTING: 66 = SET IN ROCK OUTCROP
 JX1517_SP_SET: ROCK CUT
 JX1517_STAMPING: F 246 1959
 JX1517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1517+STABILITY: POSITION/ELEVATION WELL
 JX1517
 JX1517  HISTORY     - Date     Condition        Report By
 JX1517  HISTORY     - 1959     MONUMENTED       CGS
 JX1517
 JX1517                          STATION DESCRIPTION
 JX1517
 JX1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1517'1.8 MI NW FROM STOCKPORT.
 JX1517'ABOUT 1.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1517'FROM THE STATION AT STOCKPORT, ACROSS THE TRACK FROM POINT
 JX1517'BETWEEN MILEPOLES 32+18 AND 32+19, 0.6 MILE SOUTHEAST OF BLACK
 JX1517'TOP ROAD CROSSING, 0.55 MILE SOUTHWEST OF A CONCRETE BRIDGE OVER
 JX1517'A SMALL BRANCH, 7.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET
 JX1517'VERTICALLY IN THE NORTHEAST FACE OF A 5-FOOT HIGH BY 70 FEET LONG
 JX1517'ROCK CUT AT FOOT OF HILL, 2 FEET ABOVE THE BOTTOM OF DITCH, 30
 JX1517'FEET NORTHWEST OF THE SOUTHEAST END OF CUT, 39 FEET SOUTHEAST OF
 JX1517'THE NORTHWEST END OF CUT, 3 FEET BELOW THE TOP EDGE OF ROCK, AND
 JX1517'ABOUT 1/2 FOOT ABOVE THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1486 ***********************************************************************
 JX1486  DESIGNATION -  F 247
 JX1486  PID         -  JX1486
 JX1486  STATE/COUNTY-  OH/MUSKINGUM
 JX1486  USGS QUAD   -  PHILO (1994)
 JX1486
 JX1486                         *CURRENT SURVEY CONTROL
 JX1486  ___________________________________________________________________
 JX1486* NAD 83(1986)-  39 47 41.     (N)    081 54 30.     (W)     SCALED    
 JX1486* NAVD 88     -       209.655  (meters)     687.84   (feet)  ADJUSTED  
 JX1486  ___________________________________________________________________
 JX1486  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JX1486  DYNAMIC HT  -         209.538 (meters)     687.46  (feet)  COMP
 JX1486  MODELED GRAV-     980,063.7   (mgal)                       NAVD 88
 JX1486
 JX1486  VERT ORDER  -  FIRST     CLASS II
 JX1486
 JX1486.The horizontal coordinates were scaled from a topographic map and have
 JX1486.an estimated accuracy of +/- 6 seconds.
 JX1486
 JX1486.The orthometric height was determined by differential leveling
 JX1486.and adjusted by the National Geodetic Survey in June 1991..
 JX1486
 JX1486.The geoid height was determined by GEOID03.
 JX1486
 JX1486.The dynamic height is computed by dividing the NAVD 88
 JX1486.geopotential number by the normal gravity value computed on the
 JX1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1486.degrees latitude (g = 980.6199 gals.).
 JX1486
 JX1486.The modeled gravity was interpolated from observed gravity values.
 JX1486
 JX1486;                    North         East    Units  Estimated Accuracy
 JX1486;SPC OH S     -   199,410.      650,670.      MT  (+/- 180 meters Scaled)
 JX1486
 JX1486                          SUPERSEDED SURVEY CONTROL
 JX1486
 JX1486  NGVD 29 (??/??/92)  209.869  (m)          688.55   (f) ADJ UNCH    1 2
 JX1486
 JX1486.Superseded values are not recommended for survey control.
 JX1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1486.See file dsdata.txt to determine how the superseded data were derived.
 JX1486
 JX1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME222053(NAD 83)
 JX1486_MARKER: DB = BENCH MARK DISK
 JX1486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1486_SP_SET: BRIDGE
 JX1486_STAMPING: F 247 1959
 JX1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1486
 JX1486  HISTORY     - Date     Condition        Report By
 JX1486  HISTORY     - 1959     MONUMENTED       CGS
 JX1486
 JX1486                          STATION DESCRIPTION
 JX1486
 JX1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1486'5.2 MI S FROM PHILO.
 JX1486'ABOUT 5.25 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1486'FROM THE STATION AT PHILO, ACROSS THE TRACK FROM POINT BETWEEN
 JX1486'MILEPOLES 12+15 AND 12+16, IN SECTION 19, T-12-N R-12-W, 7 1/2
 JX1486'FEET WEST OF THE WEST RAIL AND AT OUTSIDE OF A CURVE WITH
 JX1486'TANGENTS EXTENDING SOUTH AND NORTHEAST, IN TOP OF THE WEST
 JX1486'END OF THE SOUTH CONCRETE ABUTMENT OF RAILROAD BRIDGE OVER
 JX1486'BLUEROCK CREEK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1214 ***********************************************************************
 KZ1214  DESIGNATION -  F 248
 KZ1214  PID         -  KZ1214
 KZ1214  STATE/COUNTY-  OH/RICHLAND
 KZ1214  USGS QUAD   -  MANSFIELD NORTH (1982)
 KZ1214
 KZ1214                         *CURRENT SURVEY CONTROL
 KZ1214  ___________________________________________________________________
 KZ1214* NAD 83(1986)-  40 47 35.     (N)    082 30 48.     (W)     SCALED    
 KZ1214* NAVD 88     -       360.913  (meters)    1184.10   (feet)  ADJUSTED  
 KZ1214  ___________________________________________________________________
 KZ1214  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KZ1214  DYNAMIC HT  -         360.739 (meters)    1183.52  (feet)  COMP
 KZ1214  MODELED GRAV-     980,130.2   (mgal)                       NAVD 88
 KZ1214
 KZ1214  VERT ORDER  -  SECOND    CLASS 0
 KZ1214
 KZ1214.The horizontal coordinates were scaled from a topographic map and have
 KZ1214.an estimated accuracy of +/- 6 seconds.
 KZ1214
 KZ1214.The orthometric height was determined by differential leveling
 KZ1214.and adjusted by the National Geodetic Survey in June 1991..
 KZ1214
 KZ1214.The geoid height was determined by GEOID03.
 KZ1214
 KZ1214.The dynamic height is computed by dividing the NAVD 88
 KZ1214.geopotential number by the normal gravity value computed on the
 KZ1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1214.degrees latitude (g = 980.6199 gals.).
 KZ1214
 KZ1214.The modeled gravity was interpolated from observed gravity values.
 KZ1214
 KZ1214;                    North         East    Units  Estimated Accuracy
 KZ1214;SPC OH N     -   125,080.      598,880.      MT  (+/- 180 meters Scaled)
 KZ1214
 KZ1214                          SUPERSEDED SURVEY CONTROL
 KZ1214
 KZ1214  NGVD 29 (??/??/92)  361.070  (m)         1184.61   (f) ADJ UNCH    2 0
 KZ1214
 KZ1214.Superseded values are not recommended for survey control.
 KZ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1214.See file dsdata.txt to determine how the superseded data were derived.
 KZ1214
 KZ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF723168(NAD 83)
 KZ1214_MARKER: DB = BENCH MARK DISK
 KZ1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1214_SP_SET: CULVERT
 KZ1214_STAMPING: F 248 1959
 KZ1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1214+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004
 KZ1214
 KZ1214  HISTORY     - Date     Condition        Report By
 KZ1214  HISTORY     - 1959     MONUMENTED       CGS
 KZ1214  HISTORY     - 1970     GOOD             NGS
 KZ1214  HISTORY     - 20040525 GOOD             USPSQD
 KZ1214  HISTORY     - 20060317 GOOD             ACCU
 KZ1214
 KZ1214                          STATION DESCRIPTION
 KZ1214
 KZ1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1214'1 MI N FROM MANSFIELD.
 KZ1214'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 13 FROM OVERPASS OF
 KZ1214'U.S. HIGHWAY 30 AT MANSFIELD, 103 YARDS SOUTH OF THE JUNCTION
 KZ1214'OF AIRPORT ROAD LEADING NORTHWEST AND NORTH, 48 FEET EAST OF
 KZ1214'CENTER LINE OF HIGHWAY, 0.4 MILE NORTH OF ENTRANCE ROAD LEADING
 KZ1214'EAST TO STATE PRISON, IN THE TOP OF THE NORTHWEST END OF CONCRETE
 KZ1214'HEAD-WALL OF A 30-INCH PIPE CULVERT WITH WINGWALLS AND ABOUT 9
 KZ1214'FEET BELOW LEVEL OF HIGHWAY.
 KZ1214
 KZ1214                          STATION RECOVERY (1970)
 KZ1214
 KZ1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1214'RECOVERED IN GOOD CONDITION.
 KZ1214
 KZ1214                          STATION RECOVERY (2004)
 KZ1214
 KZ1214'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1214'THIS PROPERTY IS THE NEW STATE PRISON.
 KZ1214
 KZ1214                          STATION RECOVERY (2006)
 KZ1214
 KZ1214'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2006 (WJC)
 KZ1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1050 ***********************************************************************
 KZ1050  DESIGNATION -  F 249
 KZ1050  PID         -  KZ1050
 KZ1050  STATE/COUNTY-  OH/RICHLAND
 KZ1050  USGS QUAD   -  SHELBY (1980)
 KZ1050
 KZ1050                         *CURRENT SURVEY CONTROL
 KZ1050  ___________________________________________________________________
 KZ1050* NAD 83(1995)-  40 52 36.16038(N)    082 41 44.83321(W)     ADJUSTED  
 KZ1050* NAVD 88     -       340.834  (meters)    1118.22   (feet)  ADJUSTED  
 KZ1050  ___________________________________________________________________
 KZ1050  X           -     614,048.163 (meters)                     COMP
 KZ1050  Y           -  -4,790,600.850 (meters)                     COMP
 KZ1050  Z           -   4,152,281.027 (meters)                     COMP
 KZ1050  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KZ1050  ELLIP HEIGHT-         306.57  (meters)          (10/07/05) GPS OBS
 KZ1050  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KZ1050  DYNAMIC HT  -         340.669 (meters)    1117.68  (feet)  COMP
 KZ1050  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 KZ1050
 KZ1050  HORZ ORDER  -  THIRD
 KZ1050  VERT ORDER  -  FIRST     CLASS I
 KZ1050  ELLP ORDER  -  FOURTH    CLASS II
 KZ1050
 KZ1050.This mark is at Shelby Community Airport (12G)
 KZ1050
 KZ1050.The horizontal coordinates were established by GPS observations
 KZ1050.and adjusted by the National Geodetic Survey in May 1997..
 KZ1050
 KZ1050.The orthometric height was determined by differential leveling
 KZ1050.and adjusted by the National Geodetic Survey in June 1991..
 KZ1050.WARNING-Repeat measurements at this control monument indicate possible
 KZ1050.vertical movement.
 KZ1050
 KZ1050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1050
 KZ1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1050
 KZ1050.The ellipsoidal height was determined by GPS observations
 KZ1050.and is referenced to NAD 83.
 KZ1050
 KZ1050.The geoid height was determined by GEOID03.
 KZ1050
 KZ1050.The dynamic height is computed by dividing the NAVD 88
 KZ1050.geopotential number by the normal gravity value computed on the
 KZ1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1050.degrees latitude (g = 980.6199 gals.).
 KZ1050
 KZ1050.The modeled gravity was interpolated from observed gravity values.
 KZ1050
 KZ1050;                    North         East     Units Scale Factor Converg.
 KZ1050;SPC OH N     -   134,388.853   583,497.695   MT  0.99994467   -0 07 43.0
 KZ1050;UTM  17      - 4,526,455.011   357,113.262   MT  0.99985129   -1 06 35.9
 KZ1050
 KZ1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1050!SPC OH N     -   0.99995191  x   0.99994467  =   0.99989659
 KZ1050!UTM  17      -   0.99995191  x   0.99985129  =   0.99980321
 KZ1050
 KZ1050:                Primary Azimuth Mark                     Grid Az
 KZ1050:SPC OH N     -  12G A                                    233 08 23.9
 KZ1050:UTM  17      -  12G A                                    234 07 16.8
 KZ1050
 KZ1050|---------------------------------------------------------------------|
 KZ1050| PID    Reference Object                     Distance      Geod. Az  |
 KZ1050|                                                           dddmmss.s |
 KZ1050| AB6036 12G A                               473.063 METERS 2330040.9 |
 KZ1050|---------------------------------------------------------------------|
 KZ1050
 KZ1050                          SUPERSEDED SURVEY CONTROL
 KZ1050
 KZ1050  ELLIP H (05/15/97)  306.58   (m)                       GP(       ) 4 2
 KZ1050  NAD 83(1986)-  40 52 36.16754(N)    082 41 44.84609(W) AD(       ) 2
 KZ1050  NAD 27      -  40 52 35.96487(N)    082 41 45.20663(W) AD(       ) 2
 KZ1050  NAVD 88 (05/15/97)  340.83   (m)         1118.2    (f) LEVELING    3  
 KZ1050  NGVD 29 (??/??/92)  340.977  (m)         1118.69   (f) ADJ UNCH    1 1
 KZ1050
 KZ1050.Superseded values are not recommended for survey control.
 KZ1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1050.See file dsdata.txt to determine how the superseded data were derived.
 KZ1050
 KZ1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5711326455(NAD 83)
 KZ1050_MARKER: DB = BENCH MARK DISK
 KZ1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1050_STAMPING: F 249 1959
 KZ1050_MARK LOGO: CGS   
 KZ1050_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1050+STABILITY: SURFACE MOTION
 KZ1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1050+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1995
 KZ1050
 KZ1050  HISTORY     - Date     Condition        Report By
 KZ1050  HISTORY     - 1959     MONUMENTED       CGS
 KZ1050  HISTORY     - 1967     GOOD             NGS
 KZ1050  HISTORY     - 1973     GOOD             OHDT
 KZ1050  HISTORY     - 1987     GOOD             OHDT
 KZ1050  HISTORY     - 1991     GOOD             USPSQD
 KZ1050  HISTORY     - 19950928 GOOD             NGS
 KZ1050
 KZ1050                          STATION DESCRIPTION
 KZ1050
 KZ1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1050'THE STATION IS ABOUT 2.0 MILES WEST OF SHELBY, ALONG THE EAST
 KZ1050'SIDE OF THE SHELBY
 KZ1050'SKY HAVEN AIRPORT.
 KZ1050'
 KZ1050'THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 KZ1050'STAMPED F 249 1959, SET IN A
 KZ1050'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 84 FEET NORTHEAST
 KZ1050'OF THE NORTHEAST CORNER OF A HANGAR, 79
 KZ1050'FEET NORTH OF A LONE TREE 4 FEET IN DIAMETER, 22 FEET
 KZ1050'WEST OF THE CENTERLINE OF FUNK ROAD AND 3 FEET
 KZ1050'NORTHWEST OF A POWER POLE.
 KZ1050'
 KZ1050'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION AMERITE,
 KZ1050'DISTANCE BEING 144.413 METERS
 KZ1050'(473.80 FT.) SOUTHEAST OF STATION AMERITE.
 KZ1050
 KZ1050                          STATION RECOVERY (1967)
 KZ1050
 KZ1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ1050'1.6 MI W FROM SHELBY.
 KZ1050'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAYS 96 AND 39 FROM THE
 KZ1050'CROSSING OF THE NEW YORK CENTRAL RAILROAD AT SHELBY, ABOUT 115 YARDS
 KZ1050'SOUTH OF THE INTERSECTION OF FUNK ROAD, NEAR THE AMERICAN LANDING
 KZ1050'TOWER FIELD, 80 FEET NORTH OF A 36-INCH ASH TREE, 20 1/2 FEET WEST
 KZ1050'OF THE CENTER LINE OF FUNK ROAD, 20 FEET NORTH OF THE CENTER
 KZ1050'LINE OF A DRIVEWAY LEADING WEST TO RUNWAY, 2 FEET BELOW THE LEVEL
 KZ1050'OF FUNK ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KZ1050'2 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- SET STEEL WITNESS
 KZ1050'POST.
 KZ1050
 KZ1050                          STATION RECOVERY (1973)
 KZ1050
 KZ1050'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1050'RECOVERED IN GOOD CONDITION.
 KZ1050
 KZ1050                          STATION RECOVERY (1987)
 KZ1050
 KZ1050'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1050'RECOVERED IN GOOD CONDITION.
 KZ1050
 KZ1050                          STATION RECOVERY (1991)
 KZ1050
 KZ1050'RECOVERY NOTE BY US POWER SQUADRON 1991 (TF)
 KZ1050'RECOVERED IN GOOD CONDITION.
 KZ1050
 KZ1050                          STATION RECOVERY (1995)
 KZ1050
 KZ1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ1050'THE STATION IS LOCATED ABOUT 19 KM (11.80 MI) NORTHWEST OF MANSFIELD,
 KZ1050'3 KM (1.85 MI) WEST OF SHELBY AT THE SHELBY COMMUNITY AIRPORT, IN
 KZ1050'GRASS IN THE NORTHWEST QUADRANT OF THE JUNCTION OF FUNK ROAD AND A
 KZ1050'DRIVE LEADING TO A HANGAR, AND JUST SOUTH OF THE NORTHEAST CORNER OF
 KZ1050'THE AIRFIELD.  OWNERSHIP--SHELBY COMMUNITY AIRPORT,P.O.  BOX 29,
 KZ1050'SHELBY, OH.  44875.  AIRPORT MANAGER IS CLELAND WINGART.  PHONE
 KZ1050'419-347-1185.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 61, 39,
 KZ1050'AND 96 IN SHELBY, GO WEST ON COMBINED HIGHWAYS 39 AND 96 FOR 2.95 KM
 KZ1050'(1.85 MI) TO A CROSSROAD (FUNK ROAD) .  TURN LEFT, SOUTH, FOR 0.14 KM
 KZ1050'(0.10 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP
 KZ1050'OF A ROUND CONCRETE POST RECESSED 15 CM BELOW THE GROUND SURFACE.  IT
 KZ1050'IS 24.5 M (80.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF PIPES BY
 KZ1050'PAPPYS SUPPLY HOUSE, 7.2 M (23.6 FT) NORTH OF THE CENTER OF A
 KZ1050'DRIVEWAY, AND 6 M (19.7 FT) WEST OF THE CENTER OF FUNK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0644 ***********************************************************************
 KZ0644  DESIGNATION -  F 25
 KZ0644  PID         -  KZ0644
 KZ0644  STATE/COUNTY-  OH/LOGAN
 KZ0644  USGS QUAD   -  MT VICTORY (1980)
 KZ0644
 KZ0644                         *CURRENT SURVEY CONTROL
 KZ0644  ___________________________________________________________________
 KZ0644* NAD 83(1986)-  40 30 08.     (N)    083 36 58.     (W)     SCALED    
 KZ0644* NAVD 88     -       332.680  (meters)    1091.47   (feet)  ADJUSTED  
 KZ0644  ___________________________________________________________________
 KZ0644  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 KZ0644  DYNAMIC HT  -         332.504 (meters)    1090.89  (feet)  COMP
 KZ0644  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 KZ0644
 KZ0644  VERT ORDER  -  SECOND    CLASS 0
 KZ0644
 KZ0644.The horizontal coordinates were scaled from a topographic map and have
 KZ0644.an estimated accuracy of +/- 6 seconds.
 KZ0644
 KZ0644.The orthometric height was determined by differential leveling
 KZ0644.and adjusted by the National Geodetic Survey in June 1991..
 KZ0644
 KZ0644.The geoid height was determined by GEOID03.
 KZ0644
 KZ0644.The dynamic height is computed by dividing the NAVD 88
 KZ0644.geopotential number by the normal gravity value computed on the
 KZ0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0644.degrees latitude (g = 980.6199 gals.).
 KZ0644
 KZ0644.The modeled gravity was interpolated from observed gravity values.
 KZ0644
 KZ0644;                    North         East    Units  Estimated Accuracy
 KZ0644;SPC OH N     -    93,390.      505,400.      MT  (+/- 180 meters Scaled)
 KZ0644
 KZ0644                          SUPERSEDED SURVEY CONTROL
 KZ0644
 KZ0644  NGVD 29 (??/??/92)  332.874  (m)         1092.10   (f) ADJ UNCH    2 0
 KZ0644
 KZ0644.Superseded values are not recommended for survey control.
 KZ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0644.See file dsdata.txt to determine how the superseded data were derived.
 KZ0644
 KZ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE783867(NAD 83)
 KZ0644_MARKER: DB = BENCH MARK DISK
 KZ0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0644_STAMPING: F 25 1934
 KZ0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0644+STABILITY: SURFACE MOTION
 KZ0644
 KZ0644  HISTORY     - Date     Condition        Report By
 KZ0644  HISTORY     - 1934     MONUMENTED       CGS
 KZ0644  HISTORY     - 1960     GOOD             NGS
 KZ0644
 KZ0644                          STATION DESCRIPTION
 KZ0644
 KZ0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ0644'1.3 MI NE FROM BIG SPRINGS.
 KZ0644'1.3 MILES NORTHEAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KZ0644'ST. LOUIS RAILWAY FROM THE STATION AT BIG SPRINGS, LOGAN COUNTY,
 KZ0644'AT THE CROSSING OF A GRAVEL ROAD, 24 FEET SOUTHWEST OF THE
 KZ0644'CENTERLINE OF THE ROAD, 20.5 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 KZ0644'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 25 1934
 KZ0644'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0661 ***********************************************************************
 KZ0661  DESIGNATION -  F 250
 KZ0661  PID         -  KZ0661
 KZ0661  STATE/COUNTY-  OH/ASHLAND
 KZ0661  USGS QUAD   -  PERRYSVILLE (1981)
 KZ0661
 KZ0661                         *CURRENT SURVEY CONTROL
 KZ0661  ___________________________________________________________________
 KZ0661* NAD 83(1986)-  40 40 49.     (N)    082 18 33.     (W)     SCALED    
 KZ0661* NAVD 88     -       295.659  (meters)     970.01   (feet)  POSTED    
 KZ0661  ___________________________________________________________________
 KZ0661  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KZ0661  DYNAMIC HT  -         295.520 (meters)     969.55  (feet)  COMP
 KZ0661  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 KZ0661
 KZ0661  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KZ0661
 KZ0661.The horizontal coordinates were scaled from a topographic map and have
 KZ0661.an estimated accuracy of +/- 6 seconds.
 KZ0661
 KZ0661.The orthometric height was determined by differential leveling
 KZ0661.and adjusted by the National Geodetic Survey in 1992..
 KZ0661.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KZ0661.rate of 1.1 thru 2.0 mm/km.
 KZ0661
 KZ0661.The geoid height was determined by GEOID03.
 KZ0661
 KZ0661.The dynamic height is computed by dividing the NAVD 88
 KZ0661.geopotential number by the normal gravity value computed on the
 KZ0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0661.degrees latitude (g = 980.6199 gals.).
 KZ0661
 KZ0661.The modeled gravity was interpolated from observed gravity values.
 KZ0661
 KZ0661;                    North         East    Units  Estimated Accuracy
 KZ0661;SPC OH N     -   112,580.      616,130.      MT  (+/- 180 meters Scaled)
 KZ0661
 KZ0661                          SUPERSEDED SURVEY CONTROL
 KZ0661
 KZ0661  NGVD 29 (??/??/92)  295.833  (m)          970.58   (f) ADJ UNCH    2 0
 KZ0661
 KZ0661.Superseded values are not recommended for survey control.
 KZ0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0661.See file dsdata.txt to determine how the superseded data were derived.
 KZ0661
 KZ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF893040(NAD 83)
 KZ0661_MARKER: DB = BENCH MARK DISK
 KZ0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0661_STAMPING: F 250 1959
 KZ0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0661+STABILITY: SURFACE MOTION
 KZ0661
 KZ0661  HISTORY     - Date     Condition        Report By
 KZ0661  HISTORY     - 1959     MONUMENTED       CGS
 KZ0661  HISTORY     - 1971     GOOD             NGS
 KZ0661  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KZ0661
 KZ0661                          STATION DESCRIPTION
 KZ0661
 KZ0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0661'1.6 MI N FROM PERRYSVILLE.
 KZ0661'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE PERRYSVILLE
 KZ0661'SCHOOL AT PERRYSVILLE, ABOUT 1.1 MILES NORTH ALONG HIGHWAY 39
 KZ0661'FROM THE OVERPASS OVER THE PENNSYVLANIA RAILROAD, 0.15 MILE
 KZ0661'SOUTH OF THE JUNCTION OF GREEN TWP ROAD 99 LEADING EAST AND
 KZ0661'UPHILL, 27 FEET EAST OF THE CENTER LINE OF HIGHWAY AND AT OUTSIDE
 KZ0661'OF NORTH END OF CURVE, 2 FEET NORTHWEST OF POWER LINE POLE
 KZ0661'E-18-16-43-46-48, IN FRONT OF CROSS GABLED HOUSE WITH CONCRETE
 KZ0661'BLOCK FOUNDATION, 49 1/2 FEET WEST-NORTHWEST OF THE NORTHWEST
 KZ0661'CORNER OF SAME HOUSE, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 KZ0661'AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KZ0661
 KZ0661                          STATION RECOVERY (1971)
 KZ0661
 KZ0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0661'RECOVERED IN GOOD CONDITION.
 KZ0661
 KZ0661                          STATION RECOVERY (1987)
 KZ0661
 KZ0661'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0310 ***********************************************************************
 KZ0310  DESIGNATION -  F 251
 KZ0310  PID         -  KZ0310
 KZ0310  STATE/COUNTY-  OH/RICHLAND
 KZ0310  USGS QUAD   -  LUCAS (1961)
 KZ0310
 KZ0310                         *CURRENT SURVEY CONTROL
 KZ0310  ___________________________________________________________________
 KZ0310* NAD 83(1986)-  40 39 05.     (N)    082 22 53.     (W)     SCALED    
 KZ0310* NAVD 88     -       349.802  (meters)    1147.64   (feet)  POSTED    
 KZ0310  ___________________________________________________________________
 KZ0310  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KZ0310  DYNAMIC HT  -         349.630 (meters)    1147.08  (feet)  COMP
 KZ0310  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 KZ0310
 KZ0310  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KZ0310
 KZ0310.The horizontal coordinates were scaled from a topographic map and have
 KZ0310.an estimated accuracy of +/- 6 seconds.
 KZ0310
 KZ0310.The orthometric height was determined by differential leveling
 KZ0310.and adjusted by the National Geodetic Survey in 1992..
 KZ0310.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KZ0310.rate of 4.1 thru 8.0 mm/km.
 KZ0310
 KZ0310.The geoid height was determined by GEOID03.
 KZ0310
 KZ0310.The dynamic height is computed by dividing the NAVD 88
 KZ0310.geopotential number by the normal gravity value computed on the
 KZ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0310.degrees latitude (g = 980.6199 gals.).
 KZ0310
 KZ0310.The modeled gravity was interpolated from observed gravity values.
 KZ0310
 KZ0310;                    North         East    Units  Estimated Accuracy
 KZ0310;SPC OH N     -   109,360.      610,030.      MT  (+/- 180 meters Scaled)
 KZ0310
 KZ0310                          SUPERSEDED SURVEY CONTROL
 KZ0310
 KZ0310  NGVD 29 (??/??/92)  349.982  (m)         1148.23   (f) ADJ UNCH    2 0
 KZ0310
 KZ0310.Superseded values are not recommended for survey control.
 KZ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0310.See file dsdata.txt to determine how the superseded data were derived.
 KZ0310
 KZ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF832009(NAD 83)
 KZ0310_MARKER: DB = BENCH MARK DISK
 KZ0310_SETTING: 66 = SET IN ROCK OUTCROP
 KZ0310_SP_SET: ROCK CUT
 KZ0310_STAMPING: F 251 1959
 KZ0310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KZ0310+STABILITY: POSITION/ELEVATION WELL
 KZ0310
 KZ0310  HISTORY     - Date     Condition        Report By
 KZ0310  HISTORY     - 1959     MONUMENTED       CGS
 KZ0310  HISTORY     - 1971     GOOD             NGS
 KZ0310  HISTORY     - 1987     GOOD             USPSQD
 KZ0310
 KZ0310                          STATION DESCRIPTION
 KZ0310
 KZ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0310'1.4 MI SE FROM PLEASANT VALLEY.
 KZ0310'ABOUT 1.45 MILES SOUTHEAST ALONG PLEASANT VALLEY ROAD FROM THE
 KZ0310'LUTHERAN CHURCH AT PLEASANT VALLEY, 0.7 MILE SOUTHEAST ALONG
 KZ0310'PLEASANT VALLEY ROAD FROM THE INTERSECTION OF BROMFIELD ROAD,
 KZ0310'0.3 MILE NORTHWEST ALONG PLEASANT VALLEY ROAD FROM THE INTERSECTION
 KZ0310'OF STATE HIGHWAY 603, 105 YARDS SOUTHEAST OF THE TOP OF GRADES,
 KZ0310'20 1/2 FEET NORTHEAST OF THE CENTER LINE OF ROAD AND AT INSIDE
 KZ0310'OF A SLIGHT CURVE, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 KZ0310'4-FOOT-HIGH BY 8-FOOT-WIDE SMALL STONE ROCK IN CENTER OF ROCK CUT,
 KZ0310'13 YARDS NORTHWEST OF THE SOUTHEAST END OF ROCKY PART OF CUT, 16
 KZ0310'YARDS SOUTHEAST OF THE NORTHWEST END OF ROCKY PART OF CUT, 1 FOOT
 KZ0310'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 3 1/2 FEET ABOVE THE
 KZ0310'LEVEL OF THE ROAD.  THIS MARK CAN BE REACHED BY GOING ABOUT 1.1
 KZ0310'MILES NORTHEAST ALONG STATE HIGHWAY 95 FROM THE METHODIST CHURCH
 KZ0310'AT NEWVILLE, THENCE ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 603,
 KZ0310'THENCE ABOUT 0.3 MILE NORTHWEST ALONG PLEASANT VALLEY ROAD.
 KZ0310
 KZ0310                          STATION RECOVERY (1971)
 KZ0310
 KZ0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0310'RECOVERED IN GOOD CONDITION.
 KZ0310
 KZ0310                          STATION RECOVERY (1987)
 KZ0310
 KZ0310'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0319 ***********************************************************************
 KZ0319  DESIGNATION -  F 252
 KZ0319  PID         -  KZ0319
 KZ0319  STATE/COUNTY-  OH/RICHLAND
 KZ0319  USGS QUAD   -  LUCAS (1961)
 KZ0319
 KZ0319                         *CURRENT SURVEY CONTROL
 KZ0319  ___________________________________________________________________
 KZ0319* NAD 83(1986)-  40 40 32.     (N)    082 22 42.     (W)     SCALED    
 KZ0319* NAVD 88     -       364.352  (meters)    1195.38   (feet)  ADJUSTED  
 KZ0319  ___________________________________________________________________
 KZ0319  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KZ0319  DYNAMIC HT  -         364.176 (meters)    1194.80  (feet)  COMP
 KZ0319  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 KZ0319
 KZ0319  VERT ORDER  -  SECOND    CLASS 0
 KZ0319
 KZ0319.The horizontal coordinates were scaled from a topographic map and have
 KZ0319.an estimated accuracy of +/- 6 seconds.
 KZ0319
 KZ0319.The orthometric height was determined by differential leveling
 KZ0319.and adjusted by the National Geodetic Survey in June 1991..
 KZ0319
 KZ0319.The geoid height was determined by GEOID03.
 KZ0319
 KZ0319.The dynamic height is computed by dividing the NAVD 88
 KZ0319.geopotential number by the normal gravity value computed on the
 KZ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0319.degrees latitude (g = 980.6199 gals.).
 KZ0319
 KZ0319.The modeled gravity was interpolated from observed gravity values.
 KZ0319
 KZ0319;                    North         East    Units  Estimated Accuracy
 KZ0319;SPC OH N     -   112,040.      610,290.      MT  (+/- 180 meters Scaled)
 KZ0319
 KZ0319                          SUPERSEDED SURVEY CONTROL
 KZ0319
 KZ0319  NGVD 29 (??/??/92)  364.531  (m)         1195.97   (f) ADJ UNCH    2 0
 KZ0319
 KZ0319.Superseded values are not recommended for survey control.
 KZ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0319.See file dsdata.txt to determine how the superseded data were derived.
 KZ0319
 KZ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF835036(NAD 83)
 KZ0319_MARKER: DB = BENCH MARK DISK
 KZ0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0319_SP_SET: CULVERT
 KZ0319_STAMPING: F 252 1959
 KZ0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0319
 KZ0319  HISTORY     - Date     Condition        Report By
 KZ0319  HISTORY     - 1959     MONUMENTED       CGS
 KZ0319  HISTORY     - 1987     GOOD             USPSQD
 KZ0319
 KZ0319                          STATION DESCRIPTION
 KZ0319
 KZ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0319'7.6 MI S FROM MIFFLIN.
 KZ0319'ABOUT 7.65 MILES SOUTH ALONG STATE HIGHWAY 603 FROM THE JUNCTION
 KZ0319'OF U.S. HIGHWAY 30 AT MIFFLIN, AT THE JUNCTION OF WELTY ROAD,
 KZ0319'0.5 MILE SOUTH OF THE JUNCTION OF GLADDEN ROAD LEADING EAST, 0.45
 KZ0319'MILE SOUTH OF THE INTERSECTION OF LUCAS-PERRYSVILLE ROAD, 25 FEET
 KZ0319'WEST OF CENTER LINE OF HIGHWAY 603, 15 1/2 FEET NORTH OF CENTER
 KZ0319'LINE OF WELTY ROAD, IN TOP AND WEST END OF HEAD WALL OF A
 KZ0319'COMBINATION OF TWO PIPE CULVERTS, AND ABOUT LEVEL WITH WELTY
 KZ0319'ROAD.  THIS MARK CAN BE REACHED BY GOING ABOUT 1.1 MILES NORTHEAST
 KZ0319'ALONG STATE HIGHWAY 95 FROM THE METHODIST CHURCH AT NEWVILLE,
 KZ0319'THENCE ABOUT 2.15 MILES NORTH ALONG STATE HIGHWAY 603.
 KZ0319
 KZ0319                          STATION RECOVERY (1987)
 KZ0319
 KZ0319'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0400 ***********************************************************************
 KZ0400  DESIGNATION -  F 253
 KZ0400  PID         -  KZ0400
 KZ0400  STATE/COUNTY-  OH/ASHLAND
 KZ0400  USGS QUAD   -  JELLOWAY (1982)
 KZ0400
 KZ0400                         *CURRENT SURVEY CONTROL
 KZ0400  ___________________________________________________________________
 KZ0400* NAD 83(1995)-  40 36 58.20441(N)    082 15 14.25920(W)     ADJUSTED  
 KZ0400* NAVD 88     -       288.353  (meters)     946.04   (feet)  ADJUSTED  
 KZ0400  ___________________________________________________________________
 KZ0400  X           -     653,511.602 (meters)                     COMP
 KZ0400  Y           -  -4,804,398.073 (meters)                     COMP
 KZ0400  Z           -   4,130,326.532 (meters)                     COMP
 KZ0400  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 KZ0400  ELLIP HEIGHT-         254.96  (meters)          (10/07/05) GPS OBS
 KZ0400  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KZ0400  DYNAMIC HT  -         288.212 (meters)     945.58  (feet)  COMP
 KZ0400  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 KZ0400
 KZ0400  HORZ ORDER  -  FIRST
 KZ0400  VERT ORDER  -  SECOND    CLASS 0
 KZ0400  ELLP ORDER  -  FOURTH    CLASS I
 KZ0400
 KZ0400.The horizontal coordinates were established by GPS observations
 KZ0400.and adjusted by the National Geodetic Survey in April 1998..
 KZ0400
 KZ0400.The orthometric height was determined by differential leveling
 KZ0400.and adjusted by the National Geodetic Survey in June 1991..
 KZ0400
 KZ0400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ0400
 KZ0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ0400
 KZ0400.The ellipsoidal height was determined by GPS observations
 KZ0400.and is referenced to NAD 83.
 KZ0400
 KZ0400.The geoid height was determined by GEOID03.
 KZ0400
 KZ0400.The dynamic height is computed by dividing the NAVD 88
 KZ0400.geopotential number by the normal gravity value computed on the
 KZ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0400.degrees latitude (g = 980.6199 gals.).
 KZ0400
 KZ0400.The modeled gravity was interpolated from observed gravity values.
 KZ0400
 KZ0400;                    North         East     Units Scale Factor Converg.
 KZ0400;SPC OH N     -   105,467.902   620,819.514   MT  0.99997000   +0 09 41.9
 KZ0400;UTM  17      - 4,496,905.159   393,929.248   MT  0.99973849   -0 48 59.0
 KZ0400
 KZ0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ0400!SPC OH N     -   0.99996001  x   0.99997000  =   0.99993001
 KZ0400!UTM  17      -   0.99996001  x   0.99973849  =   0.99969851
 KZ0400
 KZ0400                          SUPERSEDED SURVEY CONTROL
 KZ0400
 KZ0400  ELLIP H (04/01/98)  255.01   (m)                       GP(       ) 4 1
 KZ0400  NAD 83(1986)-  40 36 58.21135(N)    082 15 14.26125(W) AD(       ) 1
 KZ0400  NAVD 88 (06/19/95)  288.35   (m)          946.0    (f) LEVELING    3  
 KZ0400  NGVD 29 (??/??/92)  288.536  (m)          946.64   (f) ADJ UNCH    2 0
 KZ0400
 KZ0400.Superseded values are not recommended for survey control.
 KZ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0400.See file dsdata.txt to determine how the superseded data were derived.
 KZ0400
 KZ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9392996905(NAD 83)
 KZ0400_MARKER: DB = BENCH MARK DISK
 KZ0400_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KZ0400_SP_SET: BRIDGE ABUTMENT
 KZ0400_STAMPING: F 253 1959
 KZ0400_MARK LOGO: CGS   
 KZ0400_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0400+STABILITY: SURFACE MOTION
 KZ0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0400+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1993
 KZ0400
 KZ0400  HISTORY     - Date     Condition        Report By
 KZ0400  HISTORY     - 1959     MONUMENTED       CGS
 KZ0400  HISTORY     - 1970     GOOD             NGS
 KZ0400  HISTORY     - 1991     POOR             USPSQD
 KZ0400  HISTORY     - 19931012 GOOD             GEOONE
 KZ0400
 KZ0400                          STATION DESCRIPTION
 KZ0400
 KZ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0400'2.1 MI SW FROM LOUDONVILLE.
 KZ0400'ABOUT 2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE HIGH
 KZ0400'SCHOOL AT LOUDONVILLE, 25 1/2 FEET WEST-NORTHWEST OF THE CENTER
 KZ0400'LINE OF THE HIGHWAY AND AT OUTSIDE OF A CURVE, IN TOP AND FIRST
 KZ0400'STEP-DOWN OF THE WEST END OF SOUTH CONCRETE ABUTMENT OF A 36-FOOT
 KZ0400'CONCRETE BRIDGE OVER A CREEK BRANCH, 5 1/2 FEET WEST-NORTHWEST
 KZ0400'OF GUARD-RAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
 KZ0400
 KZ0400                          STATION RECOVERY (1970)
 KZ0400
 KZ0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0400'RECOVERED IN GOOD CONDITION.
 KZ0400
 KZ0400                          STATION RECOVERY (1991)
 KZ0400
 KZ0400'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 KZ0400'MARK RECOVERED IN POOR CONDITION.
 KZ0400
 KZ0400                          STATION RECOVERY (1993)
 KZ0400
 KZ0400'RECOVERY NOTE BY GEOONE INCORPORATED 1993 (SBE)
 KZ0400'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0785 ***********************************************************************
 KZ0785  DESIGNATION -  F 254
 KZ0785  PID         -  KZ0785
 KZ0785  STATE/COUNTY-  OH/KNOX
 KZ0785  USGS QUAD   -  MT VERNON (1982)
 KZ0785
 KZ0785                         *CURRENT SURVEY CONTROL
 KZ0785  ___________________________________________________________________
 KZ0785* NAD 83(1986)-  40 26 41.     (N)    082 26 33.     (W)     SCALED    
 KZ0785* NAVD 88     -       328.639  (meters)    1078.21   (feet)  ADJUSTED  
 KZ0785  ___________________________________________________________________
 KZ0785  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KZ0785  DYNAMIC HT  -         328.471 (meters)    1077.66  (feet)  COMP
 KZ0785  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 KZ0785
 KZ0785  VERT ORDER  -  SECOND    CLASS 0
 KZ0785
 KZ0785.The horizontal coordinates were scaled from a topographic map and have
 KZ0785.an estimated accuracy of +/- 6 seconds.
 KZ0785
 KZ0785.The orthometric height was determined by differential leveling
 KZ0785.and adjusted by the National Geodetic Survey in June 1991..
 KZ0785
 KZ0785.The geoid height was determined by GEOID03.
 KZ0785
 KZ0785.The dynamic height is computed by dividing the NAVD 88
 KZ0785.geopotential number by the normal gravity value computed on the
 KZ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0785.degrees latitude (g = 980.6199 gals.).
 KZ0785
 KZ0785.The modeled gravity was interpolated from observed gravity values.
 KZ0785
 KZ0785;                    North         East    Units  Estimated Accuracy
 KZ0785;SPC OH N     -    86,400.      604,880.      MT  (+/- 180 meters Scaled)
 KZ0785
 KZ0785                          SUPERSEDED SURVEY CONTROL
 KZ0785
 KZ0785  NGVD 29 (??/??/92)  328.821  (m)         1078.81   (f) ADJ UNCH    2 0
 KZ0785
 KZ0785.Superseded values are not recommended for survey control.
 KZ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0785.See file dsdata.txt to determine how the superseded data were derived.
 KZ0785
 KZ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE776781(NAD 83)
 KZ0785_MARKER: DB = BENCH MARK DISK
 KZ0785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0785_SP_SET: ABUTMENT
 KZ0785_STAMPING: F 254 1959
 KZ0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0785
 KZ0785  HISTORY     - Date     Condition        Report By
 KZ0785  HISTORY     - 1959     MONUMENTED       CGS
 KZ0785
 KZ0785                          STATION DESCRIPTION
 KZ0785
 KZ0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0785'4.5 MI NE FROM MT VERNON.
 KZ0785'ABOUT 4.5 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE PUBLIC
 KZ0785'SQUARE AT MT. VERNON, 0.4 MILE SOUTHWEST OF EBENEZER CHURCH
 KZ0785'AND CEMETERY, 21 1/2 FEET WEST-NORTHWEST OF THE CENTER LINE
 KZ0785'OF HIGHWAY AND AT OUTSIDE OF A CURVE, IN TOP OF THE WEST-NORTHWEST
 KZ0785'END OF THE SOUTH-SOUTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE
 KZ0785'OVER SCHENK CREEK, 2 FEET WEST-NORTHWEST OF A GUARD-RAIL, AND
 KZ0785'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0127 ***********************************************************************
 KZ0127  DESIGNATION -  F 255
 KZ0127  PID         -  KZ0127
 KZ0127  STATE/COUNTY-  OH/ASHLAND
 KZ0127  USGS QUAD   -  PAVONIA (1984)
 KZ0127
 KZ0127                         *CURRENT SURVEY CONTROL
 KZ0127  ___________________________________________________________________
 KZ0127* NAD 83(1986)-  40 52 12.     (N)    082 24 25.     (W)     SCALED    
 KZ0127* NAVD 88     -       364.007  (meters)    1194.25   (feet)  ADJUSTED  
 KZ0127  ___________________________________________________________________
 KZ0127  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KZ0127  DYNAMIC HT  -         363.837 (meters)    1193.69  (feet)  COMP
 KZ0127  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 KZ0127
 KZ0127  VERT ORDER  -  SECOND    CLASS 0
 KZ0127
 KZ0127.The horizontal coordinates were scaled from a topographic map and have
 KZ0127.an estimated accuracy of +/- 6 seconds.
 KZ0127
 KZ0127.The orthometric height was determined by differential leveling
 KZ0127.and adjusted by the National Geodetic Survey in June 1991..
 KZ0127
 KZ0127.The geoid height was determined by GEOID03.
 KZ0127
 KZ0127.The dynamic height is computed by dividing the NAVD 88
 KZ0127.geopotential number by the normal gravity value computed on the
 KZ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0127.degrees latitude (g = 980.6199 gals.).
 KZ0127
 KZ0127.The modeled gravity was interpolated from observed gravity values.
 KZ0127
 KZ0127;                    North         East    Units  Estimated Accuracy
 KZ0127;SPC OH N     -   133,630.      607,840.      MT  (+/- 180 meters Scaled)
 KZ0127
 KZ0127                          SUPERSEDED SURVEY CONTROL
 KZ0127
 KZ0127  NGVD 29 (??/??/92)  364.175  (m)         1194.80   (f) ADJ UNCH    2 0
 KZ0127
 KZ0127.Superseded values are not recommended for survey control.
 KZ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0127.See file dsdata.txt to determine how the superseded data were derived.
 KZ0127
 KZ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF814252(NAD 83)
 KZ0127_MARKER: DB = BENCH MARK DISK
 KZ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0127_STAMPING: F 255 1959
 KZ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0127+STABILITY: SURFACE MOTION
 KZ0127
 KZ0127  HISTORY     - Date     Condition        Report By
 KZ0127  HISTORY     - 1959     MONUMENTED       CGS
 KZ0127  HISTORY     - 1970     GOOD             NGS
 KZ0127  HISTORY     - 1989     GOOD             USPSQD
 KZ0127
 KZ0127                          STATION DESCRIPTION
 KZ0127
 KZ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0127'1.6 MI SE FROM OLIVESBURG.
 KZ0127'ABOUT 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 603 FROM THE
 KZ0127'INTERSECTION OF STATE HIGHWAY 545 AT OLIVESBURG, 0.75 MILE
 KZ0127'SOUTHEAST OF THE RICHLAND-ASHLAND COUNTY LINE, 0.35 MILE NORTHWEST
 KZ0127'OF THE JUNCTION OF COUNTY ROAD 70 AT PARADISE HILL, AT THE
 KZ0127'JUNCTION OF MILTON TWP ROAD 162 LEADING NORTH, 41 FEET NORTHEAST
 KZ0127'OF THE CENTER LINE OF THE HIGHWAY, 40 FEET WEST OF THE CENTER
 KZ0127'LINE OF ROAD 162, 99 FEET NORTH OF THE CENTER OF THE JUNCTION,
 KZ0127'14 1/2 FEET NORTHEAST OF THE FIRST TELEPHONE POLE NORTHWEST OF
 KZ0127'ROAD 162, 9 FEET SOUTH OF A 14-INCH ELM TREE, 2 FEET SOUTHEAST
 KZ0127'OF A STEEL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 KZ0127'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0127
 KZ0127                          STATION RECOVERY (1970)
 KZ0127
 KZ0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0127'RECOVERED IN GOOD CONDITION.
 KZ0127
 KZ0127                          STATION RECOVERY (1989)
 KZ0127
 KZ0127'RECOVERY NOTE BY US POWER SQUADRON 1989 (DE)
 KZ0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0143 ***********************************************************************
 KZ0143  DESIGNATION -  F 256
 KZ0143  PID         -  KZ0143
 KZ0143  STATE/COUNTY-  OH/ASHLAND
 KZ0143  USGS QUAD   -  PAVONIA (1984)
 KZ0143
 KZ0143                         *CURRENT SURVEY CONTROL
 KZ0143  ___________________________________________________________________
 KZ0143* NAD 83(1986)-  40 50 20.     (N)    082 24 59.     (W)     SCALED    
 KZ0143* NAVD 88     -       310.494  (meters)    1018.68   (feet)  ADJUSTED  
 KZ0143  ___________________________________________________________________
 KZ0143  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KZ0143  DYNAMIC HT  -         310.347 (meters)    1018.20  (feet)  COMP
 KZ0143  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 KZ0143
 KZ0143  VERT ORDER  -  SECOND    CLASS 0
 KZ0143
 KZ0143.The horizontal coordinates were scaled from a topographic map and have
 KZ0143.an estimated accuracy of +/- 6 seconds.
 KZ0143
 KZ0143.The orthometric height was determined by differential leveling
 KZ0143.and adjusted by the National Geodetic Survey in June 1991..
 KZ0143
 KZ0143.The geoid height was determined by GEOID03.
 KZ0143
 KZ0143.The dynamic height is computed by dividing the NAVD 88
 KZ0143.geopotential number by the normal gravity value computed on the
 KZ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0143.degrees latitude (g = 980.6199 gals.).
 KZ0143
 KZ0143.The modeled gravity was interpolated from observed gravity values.
 KZ0143
 KZ0143;                    North         East    Units  Estimated Accuracy
 KZ0143;SPC OH N     -   130,170.      607,050.      MT  (+/- 180 meters Scaled)
 KZ0143
 KZ0143                          SUPERSEDED SURVEY CONTROL
 KZ0143
 KZ0143  NGVD 29 (??/??/92)  310.660  (m)         1019.22   (f) ADJ UNCH    2 0
 KZ0143
 KZ0143.Superseded values are not recommended for survey control.
 KZ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0143.See file dsdata.txt to determine how the superseded data were derived.
 KZ0143
 KZ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF805218(NAD 83)
 KZ0143_MARKER: DB = BENCH MARK DISK
 KZ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0143_STAMPING: F 256 1959
 KZ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0143+STABILITY: SURFACE MOTION
 KZ0143
 KZ0143  HISTORY     - Date     Condition        Report By
 KZ0143  HISTORY     - 1959     MONUMENTED       CGS
 KZ0143  HISTORY     - 1970     GOOD             NGS
 KZ0143  HISTORY     - 1987     GOOD             OHDT
 KZ0143
 KZ0143                          STATION DESCRIPTION
 KZ0143
 KZ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0143'1.8 MI NE FROM PAVONIA.
 KZ0143'ABOUT 1.85 MILES NORTHEAST ALONG AMOY PAVONIA ROAD FROM THE
 KZ0143'METHODIST CHURCH AT PAVONIA, AT THE ASHLAND-RICHLAND COUNTY LINE,
 KZ0143'0.95 MILE SOUTHWEST OF PARADISE HILL CHURCH, AT THE INTERSECTION
 KZ0143'OF MILTON TWP ROAD 13 LEADING SOUTH, BROWN ROAD LEADING NORTH,
 KZ0143'AT A POINT WHERE ROAD NUMBER CHANGES (MILTON TWP ROAD 51 LEADING
 KZ0143'NORTHEAST AND AMOY PAVONIA ROAD TO THE SOUTHWEST), 19 FEET NORTH
 KZ0143'OF THE CENTER LINE OF ROAD 51, 12 FEET WEST OF THE EXTENDED CENTER
 KZ0143'LINE OF ROAD 13 TO THE SOUTH, 128 FEET EAST OF THE CENTER LINE
 KZ0143'OF THE JUNCTION OF BROWN ROAD AND AMOY PAVONIA ROAD, 83 FEET EAST
 KZ0143'OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A EAST-WEST FENCE LINE, 2 FEET
 KZ0143'WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 KZ0143'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK
 KZ0143'CAN BE REACHED BY GOING ABOUT 3.35 MILES SOUTHEAST ALONG STATE
 KZ0143'HIGHWAY 603 FROM THE INTERSECTION OF STATE HIGHWAY 545 AT OLIVESBURG,
 KZ0143'THENCE ABOUT 0.9 MILE SOUTHWEST ALONG MILTON TWP ROAD 51.
 KZ0143
 KZ0143                          STATION RECOVERY (1970)
 KZ0143
 KZ0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0143'RECOVERED IN GOOD CONDITION.
 KZ0143
 KZ0143                          STATION RECOVERY (1987)
 KZ0143
 KZ0143'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0542 ***********************************************************************
 KZ0542  DESIGNATION -  F 257
 KZ0542  PID         -  KZ0542
 KZ0542  STATE/COUNTY-  OH/WAYNE
 KZ0542  USGS QUAD   -  NEW PITTSBURG (1978)
 KZ0542
 KZ0542                         *CURRENT SURVEY CONTROL
 KZ0542  ___________________________________________________________________
 KZ0542* NAD 83(1986)-  40 46 16.     (N)    082 07 03.     (W)     SCALED    
 KZ0542* NAVD 88     -       302.634  (meters)     992.89   (feet)  ADJUSTED  
 KZ0542  ___________________________________________________________________
 KZ0542  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KZ0542  DYNAMIC HT  -         302.494 (meters)     992.43  (feet)  COMP
 KZ0542  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 KZ0542
 KZ0542  VERT ORDER  -  SECOND    CLASS 0
 KZ0542
 KZ0542.The horizontal coordinates were scaled from a topographic map and have
 KZ0542.an estimated accuracy of +/- 6 seconds.
 KZ0542
 KZ0542.The orthometric height was determined by differential leveling
 KZ0542.and adjusted by the National Geodetic Survey in June 1991..
 KZ0542
 KZ0542.The geoid height was determined by GEOID03.
 KZ0542
 KZ0542.The dynamic height is computed by dividing the NAVD 88
 KZ0542.geopotential number by the normal gravity value computed on the
 KZ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0542.degrees latitude (g = 980.6199 gals.).
 KZ0542
 KZ0542.The modeled gravity was interpolated from observed gravity values.
 KZ0542
 KZ0542;                    North         East    Units  Estimated Accuracy
 KZ0542;SPC OH N     -   122,720.      632,290.      MT  (+/- 180 meters Scaled)
 KZ0542
 KZ0542                          SUPERSEDED SURVEY CONTROL
 KZ0542
 KZ0542  NGVD 29 (??/??/92)  302.827  (m)          993.52   (f) ADJ UNCH    2 0
 KZ0542
 KZ0542.Superseded values are not recommended for survey control.
 KZ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0542.See file dsdata.txt to determine how the superseded data were derived.
 KZ0542
 KZ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF056139(NAD 83)
 KZ0542_MARKER: DB = BENCH MARK DISK
 KZ0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0542_STAMPING: F 257 1959
 KZ0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0542+STABILITY: SURFACE MOTION
 KZ0542
 KZ0542  HISTORY     - Date     Condition        Report By
 KZ0542  HISTORY     - 1959     MONUMENTED       CGS
 KZ0542
 KZ0542                          STATION DESCRIPTION
 KZ0542
 KZ0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0542'1.2 MI N FROM FUNK.
 KZ0542'ABOUT 1.2 MILES NORTH ALONG COUNTY ROAD 16 FROM THE INTERSECTION
 KZ0542'OF STATE HIGHWAY 95 AT FUNK, 0.95 MILE NORTH OF THE NORTH ONE OF
 KZ0542'TWO 60-FOOT BRIDGES, ON THE SOUTH SLOPE OF A LONG HILL, AT THE
 KZ0542'JUNCTION OF A DRIVE LEADING EAST TO A LARGE WHITE PAINTED BARN,
 KZ0542'23 FEET WEST OF THE CENTER LINE OF THE ROAD, 176 FEET NORTH
 KZ0542'OF THE CENTER OF THE JUNCTION OF DRIVE EAST, 2 1/2 FEET WEST OF A
 KZ0542'TELEPHONE POLE WITH GUY WIRE, 4 1/2 FEET EAST OF A FENCE LINE,
 KZ0542'28 FEET NORTHWEST OF THE WEST END OF A 18-INCH PIPE CULVERT, 2 FEET
 KZ0542'NORTH OF A STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 KZ0542'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0542'NOTE-- THIS MARK CAN BE REACHED BY GOING ABOUT 1.3 MILES WEST ALONG
 KZ0542'U.S. HIGHWAY 30 FROM GRACE CHURCH AT REEDSBURG, THENCE ABOUT 1.6
 KZ0542'MILES SOUTH ALONG ASHLAND CO. ROAD 74 AND WAYNE CO. ROAD 93, THENCE
 KZ0542'ABOUT 0.3 MILE SOUTHEAST ALONG COUNTY ROAD 190, THENCE ABOUT 0.2
 KZ0542'MILE EAST ALONG COUNTY ROAD 18, THENCE ABOUT 0.4 MILE SOUTH ALONG
 KZ0542'COUNTY ROAD 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0406 ***********************************************************************
 KZ0406  DESIGNATION -  F 258
 KZ0406  PID         -  KZ0406
 KZ0406  STATE/COUNTY-  OH/ASHLAND
 KZ0406  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0406
 KZ0406                         *CURRENT SURVEY CONTROL
 KZ0406  ___________________________________________________________________
 KZ0406* NAD 83(1986)-  40 38 15.     (N)    082 13 51.     (W)     SCALED    
 KZ0406* NAVD 88     -       305.449  (meters)    1002.13   (feet)  ADJUSTED  
 KZ0406  ___________________________________________________________________
 KZ0406  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KZ0406  DYNAMIC HT  -         305.301 (meters)    1001.64  (feet)  COMP
 KZ0406  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 KZ0406
 KZ0406  VERT ORDER  -  SECOND    CLASS 0
 KZ0406
 KZ0406.The horizontal coordinates were scaled from a topographic map and have
 KZ0406.an estimated accuracy of +/- 6 seconds.
 KZ0406
 KZ0406.The orthometric height was determined by differential leveling
 KZ0406.and adjusted by the National Geodetic Survey in June 1991..
 KZ0406
 KZ0406.The geoid height was determined by GEOID03.
 KZ0406
 KZ0406.The dynamic height is computed by dividing the NAVD 88
 KZ0406.geopotential number by the normal gravity value computed on the
 KZ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0406.degrees latitude (g = 980.6199 gals.).
 KZ0406
 KZ0406.The modeled gravity was interpolated from observed gravity values.
 KZ0406
 KZ0406;                    North         East    Units  Estimated Accuracy
 KZ0406;SPC OH N     -   107,840.      622,770.      MT  (+/- 180 meters Scaled)
 KZ0406
 KZ0406                          SUPERSEDED SURVEY CONTROL
 KZ0406
 KZ0406  NGVD 29 (??/??/92)  305.635  (m)         1002.74   (f) ADJ UNCH    2 0
 KZ0406
 KZ0406.Superseded values are not recommended for survey control.
 KZ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0406.See file dsdata.txt to determine how the superseded data were derived.
 KZ0406
 KZ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE959992(NAD 83)
 KZ0406_MARKER: DB = BENCH MARK DISK
 KZ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0406_STAMPING: F 258 1959
 KZ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0406+STABILITY: SURFACE MOTION
 KZ0406
 KZ0406  HISTORY     - Date     Condition        Report By
 KZ0406  HISTORY     - 1959     MONUMENTED       CGS
 KZ0406  HISTORY     - 1970     GOOD             NGS
 KZ0406
 KZ0406                          STATION DESCRIPTION
 KZ0406
 KZ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0406'AT LOUDONVILLE.
 KZ0406'AT LOUDONVILLE, ABOUT 100 YARDS SOUTH OF THE INTERSECTION OF
 KZ0406'EAST WASHINGTON STREET (HIGHWAY 3) AND NORTH UNION STREET, SET
 KZ0406'VERTICALLY IN THE WEST FACE OF A 3- BY 3-FOOT CONCRETE POST AT
 KZ0406'THE NORTHWEST CORNER OF THE NORTH UNION STREET BRIDGE OVER
 KZ0406'THE PENNSYLVANIA RAILROAD, 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 KZ0406'AND ABOUT LEVEL WITH THE HIGHWAY.
 KZ0406
 KZ0406                          STATION RECOVERY (1970)
 KZ0406
 KZ0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1632 ***********************************************************************
 KY1632  DESIGNATION -  F 259
 KY1632  PID         -  KY1632
 KY1632  STATE/COUNTY-  OH/HOLMES
 KY1632  USGS QUAD   -  MILLERSBURG (1994)
 KY1632
 KY1632                         *CURRENT SURVEY CONTROL
 KY1632  ___________________________________________________________________
 KY1632* NAD 83(1986)-  40 32 30.     (N)    081 55 00.     (W)     SCALED    
 KY1632* NAVD 88     -       247.917  (meters)     813.37   (feet)  ADJUSTED  
 KY1632  ___________________________________________________________________
 KY1632  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KY1632  DYNAMIC HT  -         247.799 (meters)     812.99  (feet)  COMP
 KY1632  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 KY1632
 KY1632  VERT ORDER  -  SECOND    CLASS 0
 KY1632
 KY1632.The horizontal coordinates were scaled from a topographic map and have
 KY1632.an estimated accuracy of +/- 6 seconds.
 KY1632
 KY1632.The orthometric height was determined by differential leveling
 KY1632.and adjusted by the National Geodetic Survey in June 1991..
 KY1632
 KY1632.The geoid height was determined by GEOID03.
 KY1632
 KY1632.The dynamic height is computed by dividing the NAVD 88
 KY1632.geopotential number by the normal gravity value computed on the
 KY1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1632.degrees latitude (g = 980.6199 gals.).
 KY1632
 KY1632.The modeled gravity was interpolated from observed gravity values.
 KY1632
 KY1632;                    North         East    Units  Estimated Accuracy
 KY1632;SPC OH N     -    97,330.      649,420.      MT  (+/- 180 meters Scaled)
 KY1632
 KY1632                          SUPERSEDED SURVEY CONTROL
 KY1632
 KY1632  NGVD 29 (??/??/92)  248.139  (m)          814.10   (f) ADJ UNCH    2 0
 KY1632
 KY1632.Superseded values are not recommended for survey control.
 KY1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1632.See file dsdata.txt to determine how the superseded data were derived.
 KY1632
 KY1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME223882(NAD 83)
 KY1632_MARKER: DB = BENCH MARK DISK
 KY1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1632_STAMPING: F 259 1959
 KY1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1632+STABILITY: SURFACE MOTION
 KY1632
 KY1632  HISTORY     - Date     Condition        Report By
 KY1632  HISTORY     - 1959     MONUMENTED       CGS
 KY1632  HISTORY     - 1973     GOOD             OHDT
 KY1632
 KY1632                          STATION DESCRIPTION
 KY1632
 KY1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1632'0.8 MI S FROM MILLERSBURG.
 KY1632'ABOUT 0.85 MILE SOUTH ALONG U.S. HIGHWAY 62 FROM THE COURTHOUSE
 KY1632'AT MILLERSBURG, AT THE BRIAR HILL AIRPORT, 69 FEET SOUTH OF
 KY1632'THE CENTER LINE OF THE ENTRANCE DRIVE, 25 FEET WEST OF THE
 KY1632'SOUTHWEST CORNER OF A LARGE WHITE CORN CRIB, 43 FEET NORTHEAST
 KY1632'OF A 4-INCH STEEL PIPE SUPPORTING THE WIRES TO THE GAS PUMP,
 KY1632'3 1/2 FEET SOUTH OF A FENCE CORNER, 1 1/2 FEET WEST OF A FENCE
 KY1632'LINE, ABOUT LEVEL WITH THE DRIVE, AND SET IN TOP OF A
 KY1632'CONCRETE POST PROJECTING 4 INCHES.
 KY1632
 KY1632                          STATION RECOVERY (1973)
 KY1632
 KY1632'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KY1632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0062 ***********************************************************************
 KZ0062  DESIGNATION -  F 260
 KZ0062  PID         -  KZ0062
 KZ0062  STATE/COUNTY-  OH/ASHLAND
 KZ0062  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0062
 KZ0062                         *CURRENT SURVEY CONTROL
 KZ0062  ___________________________________________________________________
 KZ0062* NAD 83(1986)-  40 48 23.     (N)    082 08 52.     (W)     SCALED    
 KZ0062* NAVD 88     -       352.570  (meters)    1156.72   (feet)  ADJUSTED  
 KZ0062  ___________________________________________________________________
 KZ0062  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KZ0062  DYNAMIC HT  -         352.409 (meters)    1156.20  (feet)  COMP
 KZ0062  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 KZ0062
 KZ0062  VERT ORDER  -  SECOND    CLASS 0
 KZ0062
 KZ0062.The horizontal coordinates were scaled from a topographic map and have
 KZ0062.an estimated accuracy of +/- 6 seconds.
 KZ0062
 KZ0062.The orthometric height was determined by differential leveling
 KZ0062.and adjusted by the National Geodetic Survey in June 1991..
 KZ0062
 KZ0062.The geoid height was determined by GEOID03.
 KZ0062
 KZ0062.The dynamic height is computed by dividing the NAVD 88
 KZ0062.geopotential number by the normal gravity value computed on the
 KZ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0062.degrees latitude (g = 980.6199 gals.).
 KZ0062
 KZ0062.The modeled gravity was interpolated from observed gravity values.
 KZ0062
 KZ0062;                    North         East    Units  Estimated Accuracy
 KZ0062;SPC OH N     -   126,620.      629,720.      MT  (+/- 180 meters Scaled)
 KZ0062
 KZ0062                          SUPERSEDED SURVEY CONTROL
 KZ0062
 KZ0062  NGVD 29 (??/??/92)  352.764  (m)         1157.36   (f) ADJ UNCH    2 0
 KZ0062
 KZ0062.Superseded values are not recommended for survey control.
 KZ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0062.See file dsdata.txt to determine how the superseded data were derived.
 KZ0062
 KZ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF031178(NAD 83)
 KZ0062_MARKER: DB = BENCH MARK DISK
 KZ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0062_STAMPING: F 260 1959
 KZ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0062+STABILITY: SURFACE MOTION
 KZ0062
 KZ0062  HISTORY     - Date     Condition        Report By
 KZ0062  HISTORY     - 1959     MONUMENTED       CGS
 KZ0062  HISTORY     - 1970     GOOD             NGS
 KZ0062  HISTORY     - 1987     GOOD             OHDT
 KZ0062
 KZ0062                          STATION DESCRIPTION
 KZ0062
 KZ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0062'2.7 MI E FROM JEROMESVILLE.
 KZ0062'ABOUT 2.7 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION
 KZ0062'OF STATE HIGHWAY 89 AT JEROMESVILLE, ABOUT 0.5 MILE EAST OF
 KZ0062'INTERSECTION OF COUNTY ROAD 132, AT THE NORTHEAST CORNER OF A
 KZ0062'LARGE ROADSIDE PARK LOCATED SOUTH OF HIGHWAY, 48 FEET SOUTH OF
 KZ0062'CENTER LINE OF HIGHWAY, 166 1/2 FEET EAST OF CENTER OF WELL
 KZ0062'WITH PUMP LOCATED AT ROADSIDE PARK, 4 1/2 FEET NORTHEAST OF
 KZ0062'NORTH END OF A FENCE ALONG EAST SIDE OF PARK, IN LINE WITH
 KZ0062'GUARD RAIL ALONG NORTH SIDE OF PARK, 2 FEET NORTHWEST OF A STEEL
 KZ0062'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN
 KZ0062'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- MARK
 KZ0062'IS ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 30 FROM GRACE
 KZ0062'CHURCH AT REEDSBURG, WAYNE COUNTY.
 KZ0062
 KZ0062                          STATION RECOVERY (1970)
 KZ0062
 KZ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0062'RECOVERED IN GOOD CONDITION.
 KZ0062
 KZ0062                          STATION RECOVERY (1987)
 KZ0062
 KZ0062'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0953 ***********************************************************************
 KY0953  DESIGNATION -  F 261 RESET
 KY0953  PID         -  KY0953
 KY0953  STATE/COUNTY-  OH/HOLMES
 KY0953  USGS QUAD   -  HOLMESVILLE (1994)
 KY0953
 KY0953                         *CURRENT SURVEY CONTROL
 KY0953  ___________________________________________________________________
 KY0953* NAD 83(1986)-  40 37 40.     (N)    081 57 46.     (W)     SCALED    
 KY0953* NAVD 88     -       328.19   (+/-2cm)    1076.7    (feet)  VERTCON   
 KY0953  ___________________________________________________________________
 KY0953  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KY0953
 KY0953  VERT ORDER  -  THIRD (See Below)
 KY0953
 KY0953.The horizontal coordinates were scaled from a topographic map and have
 KY0953.an estimated accuracy of +/- 6 seconds.
 KY0953
 KY0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0953.The vertical order pertains to the NGVD 29 superseded value.
 KY0953
 KY0953.The geoid height was determined by GEOID03.
 KY0953
 KY0953;                    North         East    Units  Estimated Accuracy
 KY0953;SPC OH N     -   106,870.      645,450.      MT  (+/- 180 meters Scaled)
 KY0953
 KY0953                          SUPERSEDED SURVEY CONTROL
 KY0953
 KY0953  NGVD 29 (10/13/05)  328.40   (m)         1077.4    (f) RESET       3  
 KY0953
 KY0953.Superseded values are not recommended for survey control.
 KY0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0953.See file dsdata.txt to determine how the superseded data were derived.
 KY0953
 KY0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME185978(NAD 83)
 KY0953_MARKER: DB = BENCH MARK DISK
 KY0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0953_STAMPING: F 261 RESET 1960
 KY0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0953+STABILITY: SURFACE MOTION
 KY0953
 KY0953  HISTORY     - Date     Condition        Report By
 KY0953  HISTORY     - 1960     MONUMENTED       CGS
 KY0953
 KY0953                          STATION DESCRIPTION
 KY0953
 KY0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0953'2.5 MI WNW FROM HOLMESVILLE.
 KY0953'ABOUT 0.9 MILE W ALONG NO. 320 COUNTY HIGHWAY FROM THE CHURCH
 KY0953'OF CHRIST IN THE HEART OF HOLMESVILLE THENCE NORTHERLY AND
 KY0953'WESTERLY 1.6 MILES ON NO. 329 COUNTY HIGHWAY TO CREST OF RIDGE
 KY0953'AND MARK ON LEFT, ABOUT 240 YARDS W OF T-INTERSECTION OF HIGHWAYS,
 KY0953'18 FEET S OF CENTER LINE OF HIGHWAY, 1.3 FEET LOWER THAN SAME,
 KY0953'19 FEET W OF PROJECTED PLANE OF W WALL OF STONE FOUNDATION OF
 KY0953'BARN THAT IS ABOUT 25 YARDS SSE OF THE MARK, 1.8 FEET E OF
 KY0953'STEEL WITNESS POST, AND PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0471 ***********************************************************************
 KZ0471  DESIGNATION -  F 262
 KZ0471  PID         -  KZ0471
 KZ0471  STATE/COUNTY-  OH/WAYNE
 KZ0471  USGS QUAD   -  SHREVE (1978)
 KZ0471
 KZ0471                         *CURRENT SURVEY CONTROL
 KZ0471  ___________________________________________________________________
 KZ0471* NAD 83(1986)-  40 41 10.     (N)    082 01 20.     (W)     SCALED    
 KZ0471* NAVD 88     -       291.338  (meters)     955.83   (feet)  ADJUSTED  
 KZ0471  ___________________________________________________________________
 KZ0471  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KZ0471  DYNAMIC HT  -         291.203 (meters)     955.39  (feet)  COMP
 KZ0471  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 KZ0471
 KZ0471  VERT ORDER  -  SECOND    CLASS 0
 KZ0471
 KZ0471.The horizontal coordinates were scaled from a topographic map and have
 KZ0471.an estimated accuracy of +/- 6 seconds.
 KZ0471
 KZ0471.The orthometric height was determined by differential leveling
 KZ0471.and adjusted by the National Geodetic Survey in June 1991..
 KZ0471
 KZ0471.The geoid height was determined by GEOID03.
 KZ0471
 KZ0471.The dynamic height is computed by dividing the NAVD 88
 KZ0471.geopotential number by the normal gravity value computed on the
 KZ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0471.degrees latitude (g = 980.6199 gals.).
 KZ0471
 KZ0471.The modeled gravity was interpolated from observed gravity values.
 KZ0471
 KZ0471;                    North         East    Units  Estimated Accuracy
 KZ0471;SPC OH N     -   113,320.      640,390.      MT  (+/- 180 meters Scaled)
 KZ0471
 KZ0471                          SUPERSEDED SURVEY CONTROL
 KZ0471
 KZ0471  NGVD 29 (??/??/92)  291.542  (m)          956.50   (f) ADJ UNCH    2 0
 KZ0471
 KZ0471.Superseded values are not recommended for survey control.
 KZ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0471.See file dsdata.txt to determine how the superseded data were derived.
 KZ0471
 KZ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF136044(NAD 83)
 KZ0471_MARKER: DB = BENCH MARK DISK
 KZ0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0471_SP_SET: BUILDING
 KZ0471_STAMPING: F 262 1959
 KZ0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0471
 KZ0471  HISTORY     - Date     Condition        Report By
 KZ0471  HISTORY     - 1959     MONUMENTED       CGS
 KZ0471
 KZ0471                          STATION DESCRIPTION
 KZ0471
 KZ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0471'0.3 MI N FROM SHREVE.
 KZ0471'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 226 FROM THE POST
 KZ0471'OFFICE AT SHREVE, ABOUT 125 YARDS EAST OF THE HIGHWAY, SET
 KZ0471'VERTICALLY IN THE NORTH BRICK FACE OF THE NORTHWEST CORNER OF THE
 KZ0471'NEW ADDITION TO THE SHREVE SCHOOL (BUILT IN 1952), 4 1/2 FEET
 KZ0471'EAST OF THE NORTHWEST CORNER, 2 1/2 FEET ABOVE THE GROUND, AND
 KZ0471'ABOUT 15 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0457 ***********************************************************************
 KZ0457  DESIGNATION -  F 263
 KZ0457  PID         -  KZ0457
 KZ0457  STATE/COUNTY-  OH/KNOX
 KZ0457  USGS QUAD   -  GREER (1978)
 KZ0457
 KZ0457                         *CURRENT SURVEY CONTROL
 KZ0457  ___________________________________________________________________
 KZ0457* NAD 83(1986)-  40 30 58.     (N)    082 12 29.     (W)     SCALED    
 KZ0457* NAVD 88     -       273.690  (meters)     897.93   (feet)  ADJUSTED  
 KZ0457  ___________________________________________________________________
 KZ0457  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KZ0457  DYNAMIC HT  -         273.554 (meters)     897.49  (feet)  COMP
 KZ0457  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 KZ0457
 KZ0457  VERT ORDER  -  SECOND    CLASS 0
 KZ0457
 KZ0457.The horizontal coordinates were scaled from a topographic map and have
 KZ0457.an estimated accuracy of +/- 6 seconds.
 KZ0457
 KZ0457.The orthometric height was determined by differential leveling
 KZ0457.and adjusted by the National Geodetic Survey in June 1991..
 KZ0457
 KZ0457.The geoid height was determined by GEOID03.
 KZ0457
 KZ0457.The dynamic height is computed by dividing the NAVD 88
 KZ0457.geopotential number by the normal gravity value computed on the
 KZ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0457.degrees latitude (g = 980.6199 gals.).
 KZ0457
 KZ0457.The modeled gravity was interpolated from observed gravity values.
 KZ0457
 KZ0457;                    North         East    Units  Estimated Accuracy
 KZ0457;SPC OH N     -    94,370.      624,740.      MT  (+/- 180 meters Scaled)
 KZ0457
 KZ0457                          SUPERSEDED SURVEY CONTROL
 KZ0457
 KZ0457  NGVD 29 (??/??/92)  273.884  (m)          898.57   (f) ADJ UNCH    2 0
 KZ0457
 KZ0457.Superseded values are not recommended for survey control.
 KZ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0457.See file dsdata.txt to determine how the superseded data were derived.
 KZ0457
 KZ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE976857(NAD 83)
 KZ0457_MARKER: DB = BENCH MARK DISK
 KZ0457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ0457_SP_SET: 72 FEET
 KZ0457_STAMPING: F 263 1959
 KZ0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0457
 KZ0457  HISTORY     - Date     Condition        Report By
 KZ0457  HISTORY     - 1959     MONUMENTED       CGS
 KZ0457  HISTORY     - 1971     GOOD             NGS
 KZ0457
 KZ0457                          STATION DESCRIPTION
 KZ0457
 KZ0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0457'1 MI SW FROM GREER.
 KZ0457'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 514 FROM THE
 KZ0457'BRIDGE OVER MOHICAN RIVER AT GREER, 0.1 MILE EAST OF A 50-FOOT
 KZ0457'WOODEN BRIDGE OVER A SMALL STREAM, AT THE JUNCTION OF KNOX
 KZ0457'COUNTY ROAD 43 LEADING NORTHWEST, 24 FEET NORTH OF THE CENTER
 KZ0457'LINE OF HIGHWAY 514, 50 FEET EAST-NORTHEAST OF THE CENTER OF
 KZ0457'JUNCTION, 76 1/2 FEET WEST OF THE FIRST POWER LINE POLE EAST OF
 KZ0457'THE JUNCTION, 42 FEET EAST OF A FENCE CORNER, 56 1/2 FEET NORTHEAST
 KZ0457'OF AND ACROSS THE HIGHWAY FROM THE SECOND TELEPHONE POLE EAST
 KZ0457'OF THE BRIDGE, 1 FOOT SOUTH OF THE EAST-WEST FENCE LINE, 1 1/2
 KZ0457'FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 KZ0457'HIGHWAY, AND IS A DISK ON COPPER-COATED STEEL ROD PROJECTING 1
 KZ0457'INCH AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 2 INCHES.
 KZ0457'THE ROD WAS DRIVEN TO A DEPTH OF 72 FEET.
 KZ0457
 KZ0457                          STATION RECOVERY (1971)
 KZ0457
 KZ0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0349 ***********************************************************************
 KZ0349  DESIGNATION -  F 264
 KZ0349  PID         -  KZ0349
 KZ0349  STATE/COUNTY-  OH/ASHLAND
 KZ0349  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0349
 KZ0349                         *CURRENT SURVEY CONTROL
 KZ0349  ___________________________________________________________________
 KZ0349* NAD 83(1986)-  40 43 33.     (N)    082 12 12.     (W)     SCALED    
 KZ0349* NAVD 88     -       388.299  (meters)    1273.94   (feet)  ADJUSTED  
 KZ0349  ___________________________________________________________________
 KZ0349  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KZ0349  DYNAMIC HT  -         388.117 (meters)    1273.35  (feet)  COMP
 KZ0349  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 KZ0349
 KZ0349  VERT ORDER  -  SECOND    CLASS 0
 KZ0349
 KZ0349.The horizontal coordinates were scaled from a topographic map and have
 KZ0349.an estimated accuracy of +/- 6 seconds.
 KZ0349
 KZ0349.The orthometric height was determined by differential leveling
 KZ0349.and adjusted by the National Geodetic Survey in June 1991..
 KZ0349
 KZ0349.The geoid height was determined by GEOID03.
 KZ0349
 KZ0349.The dynamic height is computed by dividing the NAVD 88
 KZ0349.geopotential number by the normal gravity value computed on the
 KZ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0349.degrees latitude (g = 980.6199 gals.).
 KZ0349
 KZ0349.The modeled gravity was interpolated from observed gravity values.
 KZ0349
 KZ0349;                    North         East    Units  Estimated Accuracy
 KZ0349;SPC OH N     -   117,660.      625,060.      MT  (+/- 180 meters Scaled)
 KZ0349
 KZ0349                          SUPERSEDED SURVEY CONTROL
 KZ0349
 KZ0349  NGVD 29 (??/??/92)  388.485  (m)         1274.55   (f) ADJ UNCH    2 0
 KZ0349
 KZ0349.Superseded values are not recommended for survey control.
 KZ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0349.See file dsdata.txt to determine how the superseded data were derived.
 KZ0349
 KZ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF983090(NAD 83)
 KZ0349_MARKER: DB = BENCH MARK DISK
 KZ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0349_STAMPING: F 264 1959
 KZ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0349+STABILITY: SURFACE MOTION
 KZ0349
 KZ0349  HISTORY     - Date     Condition        Report By
 KZ0349  HISTORY     - 1959     MONUMENTED       CGS
 KZ0349
 KZ0349                          STATION DESCRIPTION
 KZ0349
 KZ0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0349'0.7 MI SW FROM MOHICANVILLE.
 KZ0349'ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 95 FROM THE
 KZ0349'INTERSECTION OF STATE HIGHWAY 179 AT MOHICANVILLE, AT THE
 KZ0349'JUNCTION OF COUNTY ROAD 184, AT A POINT WHERE BOTH A TELEPHONE
 KZ0349'LINE AND A POWER LINE CROSSES OVER THE HIGHWAY, 25 FEET
 KZ0349'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET EAST OF
 KZ0349'THE CENTER LINE OF THE JUNCTION, 2 FEET SOUTHWEST OF THE FIRST
 KZ0349'TELEPHONE POLE SOUTHWEST OF THE LINE CROSSING, 5 FEET SOUTHWEST
 KZ0349'OF A FENCE CORNER, 1 1/2 FEET NORTHWEST OF A NORTHEAST-SOUTHWEST
 KZ0349'FENCE LINE, 3 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE
 KZ0349'COUNTY ROAD, 2 FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT
 KZ0349'2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A
 KZ0349'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0768 ***********************************************************************
 KZ0768  DESIGNATION -  F 265
 KZ0768  PID         -  KZ0768
 KZ0768  STATE/COUNTY-  OH/KNOX
 KZ0768  USGS QUAD   -  MT VERNON (1982)
 KZ0768
 KZ0768                         *CURRENT SURVEY CONTROL
 KZ0768  ___________________________________________________________________
 KZ0768* NAD 83(1986)-  40 29 34.     (N)    082 22 58.     (W)     SCALED    
 KZ0768* NAVD 88     -       379.231  (meters)    1244.19   (feet)  ADJUSTED  
 KZ0768  ___________________________________________________________________
 KZ0768  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KZ0768  DYNAMIC HT  -         379.039 (meters)    1243.56  (feet)  COMP
 KZ0768  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 KZ0768
 KZ0768  VERT ORDER  -  SECOND    CLASS 0
 KZ0768
 KZ0768.The horizontal coordinates were scaled from a topographic map and have
 KZ0768.an estimated accuracy of +/- 6 seconds.
 KZ0768
 KZ0768.The orthometric height was determined by differential leveling
 KZ0768.and adjusted by the National Geodetic Survey in June 1991..
 KZ0768
 KZ0768.The geoid height was determined by GEOID03.
 KZ0768
 KZ0768.The dynamic height is computed by dividing the NAVD 88
 KZ0768.geopotential number by the normal gravity value computed on the
 KZ0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0768.degrees latitude (g = 980.6199 gals.).
 KZ0768
 KZ0768.The modeled gravity was interpolated from observed gravity values.
 KZ0768
 KZ0768;                    North         East    Units  Estimated Accuracy
 KZ0768;SPC OH N     -    91,740.      609,940.      MT  (+/- 180 meters Scaled)
 KZ0768
 KZ0768                          SUPERSEDED SURVEY CONTROL
 KZ0768
 KZ0768  NGVD 29 (??/??/92)  379.402  (m)         1244.75   (f) ADJ UNCH    2 0
 KZ0768
 KZ0768.Superseded values are not recommended for survey control.
 KZ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0768.See file dsdata.txt to determine how the superseded data were derived.
 KZ0768
 KZ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE828833(NAD 83)
 KZ0768_MARKER: DB = BENCH MARK DISK
 KZ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0768_STAMPING: F 265 1959
 KZ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0768+STABILITY: SURFACE MOTION
 KZ0768
 KZ0768  HISTORY     - Date     Condition        Report By
 KZ0768  HISTORY     - 1959     MONUMENTED       CGS
 KZ0768
 KZ0768                          STATION DESCRIPTION
 KZ0768
 KZ0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0768'1.6 MI NW FROM AMITY.
 KZ0768'ABOUT 1.55 MILES NORTHWEST ALONG KNOX COUNTY ROAD 14 FROM
 KZ0768'THE INTERSECTION OF STATE HIGHWAY 3 AT AMITY, 192 FEET NORTH OF
 KZ0768'THE CENTER OF THE INTERSECTION OF ROAD 14 LEADING WEST AND SOUTH,
 KZ0768'AND ROAD 65 LEADING NORTH AND ROAD 67 LEADNG EAST, 19 1/2
 KZ0768'FEET EAST OF THE CENTERLINE OF ROAD 65 AND AT TOP OF GRADES,
 KZ0768'3 1/2 FEET SOUTH OF POWER LINE POLE 104 DP 14, 1 FOOT WEST OF
 KZ0768'A WIRE FENCE, 135 1/2 FEET SOUTH OF A CROSS FENCE CORNER, ABOUT
 KZ0768'2 FEET ABOVE THE LEVEL OF ROAD 65, AND SET IN THE TOP OF A
 KZ0768'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0449 ***********************************************************************
 KZ0449  DESIGNATION -  F 266
 KZ0449  PID         -  KZ0449
 KZ0449  STATE/COUNTY-  OH/KNOX
 KZ0449  USGS QUAD   -  GREER (1978)
 KZ0449
 KZ0449                         *CURRENT SURVEY CONTROL
 KZ0449  ___________________________________________________________________
 KZ0449* NAD 83(1986)-  40 32 42.     (N)    082 14 04.     (W)     SCALED    
 KZ0449* NAVD 88     -       318.001  (meters)    1043.31   (feet)  ADJUSTED  
 KZ0449  ___________________________________________________________________
 KZ0449  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KZ0449  DYNAMIC HT  -         317.844 (meters)    1042.79  (feet)  COMP
 KZ0449  MODELED GRAV-     980,122.5   (mgal)                       NAVD 88
 KZ0449
 KZ0449  VERT ORDER  -  SECOND    CLASS 0
 KZ0449
 KZ0449.The horizontal coordinates were scaled from a topographic map and have
 KZ0449.an estimated accuracy of +/- 6 seconds.
 KZ0449
 KZ0449.The orthometric height was determined by differential leveling
 KZ0449.and adjusted by the National Geodetic Survey in June 1991..
 KZ0449
 KZ0449.The geoid height was determined by GEOID03.
 KZ0449
 KZ0449.The dynamic height is computed by dividing the NAVD 88
 KZ0449.geopotential number by the normal gravity value computed on the
 KZ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0449.degrees latitude (g = 980.6199 gals.).
 KZ0449
 KZ0449.The modeled gravity was interpolated from observed gravity values.
 KZ0449
 KZ0449;                    North         East    Units  Estimated Accuracy
 KZ0449;SPC OH N     -    97,570.      622,500.      MT  (+/- 180 meters Scaled)
 KZ0449
 KZ0449                          SUPERSEDED SURVEY CONTROL
 KZ0449
 KZ0449  NGVD 29 (??/??/92)  318.192  (m)         1043.93   (f) ADJ UNCH    2 0
 KZ0449
 KZ0449.Superseded values are not recommended for survey control.
 KZ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0449.See file dsdata.txt to determine how the superseded data were derived.
 KZ0449
 KZ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE954889(NAD 83)
 KZ0449_MARKER: DB = BENCH MARK DISK
 KZ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0449_STAMPING: F 266 1959
 KZ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0449+STABILITY: SURFACE MOTION
 KZ0449
 KZ0449  HISTORY     - Date     Condition        Report By
 KZ0449  HISTORY     - 1959     MONUMENTED       CGS
 KZ0449  HISTORY     - 1971     GOOD             NGS
 KZ0449
 KZ0449                          STATION DESCRIPTION
 KZ0449
 KZ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0449'3.7 MI NW FROM GREER.
 KZ0449'ABOUT 0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 514 FROM THE
 KZ0449'WEST END OF BRIDGE OVER MOHICAN RIVER AT GREER, THENCE ABOUT
 KZ0449'2.75 MILES NORTHWEST ALONG COUNTY ROAD 43, 51 FEET SOUTHWEST
 KZ0449'OF THE CENTER LINE OF ROAD 43, 191 FEET WEST-NORTHWEST OF THE
 KZ0449'WEST CORNER OF BRIDGE OVER A CREEK BRANCH, 107 FEET NORTHWEST
 KZ0449'OF THE NORTH CORNER OF JEFFERSON GRANGE NO. 1959, 115 FEET
 KZ0449'NORTH-NORTHWEST OF THE WEST CORNER OF THE GRANGE, 1 1/2 FEET
 KZ0449'SOUTHEAST OF A WIRE FENCE, 31 FEET SOUTHWEST OF A 20-INCH MAPLE
 KZ0449'TREE, 33 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTH OF A STEEL
 KZ0449'WITNESS POST, ABOUT LEVEL WITH ROAD 43, AND SET IN TOP OF A
 KZ0449'CONCRETE POST PROJECTING 3 INCHES.
 KZ0449
 KZ0449                          STATION RECOVERY (1971)
 KZ0449
 KZ0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0771 ***********************************************************************
 KZ0771  DESIGNATION -  F 267
 KZ0771  PID         -  KZ0771
 KZ0771  STATE/COUNTY-  OH/KNOX
 KZ0771  USGS QUAD   -  DANVILLE (1982)
 KZ0771
 KZ0771                         *CURRENT SURVEY CONTROL
 KZ0771  ___________________________________________________________________
 KZ0771* NAD 83(1986)-  40 28 09.     (N)    082 21 48.     (W)     SCALED    
 KZ0771* NAVD 88     -       376.063  (meters)    1233.80   (feet)  ADJUSTED  
 KZ0771  ___________________________________________________________________
 KZ0771  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KZ0771  DYNAMIC HT  -         375.873 (meters)    1233.18  (feet)  COMP
 KZ0771  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 KZ0771
 KZ0771  VERT ORDER  -  SECOND    CLASS 0
 KZ0771
 KZ0771.The horizontal coordinates were scaled from a topographic map and have
 KZ0771.an estimated accuracy of +/- 6 seconds.
 KZ0771
 KZ0771.The orthometric height was determined by differential leveling
 KZ0771.and adjusted by the National Geodetic Survey in June 1991..
 KZ0771
 KZ0771.The geoid height was determined by GEOID03.
 KZ0771
 KZ0771.The dynamic height is computed by dividing the NAVD 88
 KZ0771.geopotential number by the normal gravity value computed on the
 KZ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0771.degrees latitude (g = 980.6199 gals.).
 KZ0771
 KZ0771.The modeled gravity was interpolated from observed gravity values.
 KZ0771
 KZ0771;                    North         East    Units  Estimated Accuracy
 KZ0771;SPC OH N     -    89,120.      611,590.      MT  (+/- 180 meters Scaled)
 KZ0771
 KZ0771                          SUPERSEDED SURVEY CONTROL
 KZ0771
 KZ0771  NGVD 29 (??/??/92)  376.240  (m)         1234.38   (f) ADJ UNCH    2 0
 KZ0771
 KZ0771.Superseded values are not recommended for survey control.
 KZ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0771.See file dsdata.txt to determine how the superseded data were derived.
 KZ0771
 KZ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE844807(NAD 83)
 KZ0771_MARKER: DB = BENCH MARK DISK
 KZ0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0771_STAMPING: F 267 1959
 KZ0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0771+STABILITY: SURFACE MOTION
 KZ0771
 KZ0771  HISTORY     - Date     Condition        Report By
 KZ0771  HISTORY     - 1959     MONUMENTED       CGS
 KZ0771
 KZ0771                          STATION DESCRIPTION
 KZ0771
 KZ0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0771'0.8 MI E FROM AMITY.
 KZ0771'ABOUT 0.75 MILE EAST ALONG KNOX COUNTY ROAD 14 FROM THE HIGH
 KZ0771'SCHOOL AT AMITY, 0.95 MILE EAST OF THE INTERSECTION OF STATE
 KZ0771'HIGHWAY 3, AT THE TOP OF GRADES, 0.1 MILE EAST OF THE T JUNCTION
 KZ0771'OF A GRAVEL ROAD LEADING SOUTH, 23 FEET SOUTH OF THE CENTER LINE
 KZ0771'OF ROAD 14, 1.3 FEET SOUTH OF A FENCE CORNER (NORTHWEST CORNER
 KZ0771'OF A PASTURE AND NORTHEAST CORNER OF A WOODS), 60 FEET WEST OF
 KZ0771'POWER LINE POLE 8321 12 17, 2 FEET WEST-NORTHWEST OF A STEEL
 KZ0771'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 KZ0771'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0458 ***********************************************************************
 KZ0458  DESIGNATION -  F 268
 KZ0458  PID         -  KZ0458
 KZ0458  STATE/COUNTY-  OH/KNOX
 KZ0458  USGS QUAD   -  GREER (1978)
 KZ0458
 KZ0458                         *CURRENT SURVEY CONTROL
 KZ0458  ___________________________________________________________________
 KZ0458* NAD 83(1986)-  40 31 20.     (N)    082 11 46.     (W)     SCALED    
 KZ0458* NAVD 88     -       273.260  (meters)     896.52   (feet)  ADJUSTED  
 KZ0458  ___________________________________________________________________
 KZ0458  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KZ0458  DYNAMIC HT  -         273.125 (meters)     896.08  (feet)  COMP
 KZ0458  MODELED GRAV-     980,122.0   (mgal)                       NAVD 88
 KZ0458
 KZ0458  VERT ORDER  -  SECOND    CLASS 0
 KZ0458
 KZ0458.The horizontal coordinates were scaled from a topographic map and have
 KZ0458.an estimated accuracy of +/- 6 seconds.
 KZ0458
 KZ0458.The orthometric height was determined by differential leveling
 KZ0458.and adjusted by the National Geodetic Survey in June 1991..
 KZ0458
 KZ0458.The geoid height was determined by GEOID03.
 KZ0458
 KZ0458.The dynamic height is computed by dividing the NAVD 88
 KZ0458.geopotential number by the normal gravity value computed on the
 KZ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0458.degrees latitude (g = 980.6199 gals.).
 KZ0458
 KZ0458.The modeled gravity was interpolated from observed gravity values.
 KZ0458
 KZ0458;                    North         East    Units  Estimated Accuracy
 KZ0458;SPC OH N     -    95,050.      625,750.      MT  (+/- 180 meters Scaled)
 KZ0458
 KZ0458                          SUPERSEDED SURVEY CONTROL
 KZ0458
 KZ0458  NGVD 29 (??/??/92)  273.455  (m)          897.16   (f) ADJ UNCH    2 0
 KZ0458
 KZ0458.Superseded values are not recommended for survey control.
 KZ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0458.See file dsdata.txt to determine how the superseded data were derived.
 KZ0458
 KZ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE986864(NAD 83)
 KZ0458_MARKER: DD = SURVEY DISK
 KZ0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0458_SP_SET: ABUTMENT
 KZ0458_STAMPING: F 268 1959
 KZ0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0458
 KZ0458  HISTORY     - Date     Condition        Report By
 KZ0458  HISTORY     - 1959     MONUMENTED       USGS
 KZ0458  HISTORY     - 1959     GOOD             NGS
 KZ0458  HISTORY     - 1971     GOOD             NGS
 KZ0458
 KZ0458                          STATION DESCRIPTION
 KZ0458
 KZ0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0458'AT GREER.
 KZ0458'AT GREER, IN TOP OF THE SOUTHEAST WING WALL OF THE EAST
 KZ0458'CONCRETE AND STONE ABUTMENT OF STEEL HIGHWAY BRIDGE OVER MOHICAN
 KZ0458'RIVER, 14 1/2 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 514, 2
 KZ0458'FEET NORTHWEST OF THE SOUTHEAST END OF WING WALL, AND ABOUT
 KZ0458'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KZ0458
 KZ0458                          STATION RECOVERY (1971)
 KZ0458
 KZ0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1354 ***********************************************************************
 KZ1354  DESIGNATION -  F 269
 KZ1354  PID         -  KZ1354
 KZ1354  STATE/COUNTY-  OH/RICHLAND
 KZ1354  USGS QUAD   -  BLOOMING GROVE (1987)
 KZ1354
 KZ1354                         *CURRENT SURVEY CONTROL
 KZ1354  ___________________________________________________________________
 KZ1354* NAD 83(1986)-  40 43 20.     (N)    082 39 59.     (W)     SCALED    
 KZ1354* NAVD 88     -       388.830  (meters)    1275.69   (feet)  ADJUSTED  
 KZ1354  ___________________________________________________________________
 KZ1354  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KZ1354  DYNAMIC HT  -         388.634 (meters)    1275.04  (feet)  COMP
 KZ1354  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 KZ1354
 KZ1354  VERT ORDER  -  SECOND    CLASS 0
 KZ1354
 KZ1354.The horizontal coordinates were scaled from a topographic map and have
 KZ1354.an estimated accuracy of +/- 6 seconds.
 KZ1354
 KZ1354.The orthometric height was determined by differential leveling
 KZ1354.and adjusted by the National Geodetic Survey in June 1991..
 KZ1354
 KZ1354.The geoid height was determined by GEOID03.
 KZ1354
 KZ1354.The dynamic height is computed by dividing the NAVD 88
 KZ1354.geopotential number by the normal gravity value computed on the
 KZ1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1354.degrees latitude (g = 980.6199 gals.).
 KZ1354
 KZ1354.The modeled gravity was interpolated from observed gravity values.
 KZ1354
 KZ1354;                    North         East    Units  Estimated Accuracy
 KZ1354;SPC OH N     -   117,230.      585,940.      MT  (+/- 180 meters Scaled)
 KZ1354
 KZ1354                          SUPERSEDED SURVEY CONTROL
 KZ1354
 KZ1354  NGVD 29 (??/??/92)  388.968  (m)         1276.14   (f) ADJ UNCH    2 0
 KZ1354
 KZ1354.Superseded values are not recommended for survey control.
 KZ1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1354.See file dsdata.txt to determine how the superseded data were derived.
 KZ1354
 KZ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF592092(NAD 83)
 KZ1354_MARKER: DB = BENCH MARK DISK
 KZ1354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1354_SP_SET: CULVERT
 KZ1354_STAMPING: F 269 1959
 KZ1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1354
 KZ1354  HISTORY     - Date     Condition        Report By
 KZ1354  HISTORY     - 1959     MONUMENTED       CGS
 KZ1354  HISTORY     - 1973     GOOD             OHDT
 KZ1354  HISTORY     - 19870322 GOOD             USPSQD
 KZ1354  HISTORY     - 1990     GOOD             USPSQD
 KZ1354
 KZ1354                          STATION DESCRIPTION
 KZ1354
 KZ1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1354'2.6 MI N FROM STEAM CORNERS.
 KZ1354'ABOUT 2.65 MILES NORTH ALONG STATE HIGHWAY 314 FROM THE
 KZ1354'INTERSECTION OF MORROW COUNTY ROAD 37 AT STEAM CORNERS, ABOUT
 KZ1354'2.65 MILES SOUTH ALONG HIGHWAY 314 FROM THE INTERSECTION OF
 KZ1354'U.S. HIGHWAY 30 SOUTH AT ONTARIO, RICHLAND COUNTY, 130 YARDS
 KZ1354'NORTH OF THE JUNCTION OF WOLF SCHOOL ROAD LEADING EAST, AT THE
 KZ1354'BOTTOM OF GRADES, 26 FEET EAST OF THE CENTER LINE OF HIGHWAY
 KZ1354'314, IN TOP AND NORTH END OF THE EAST HEAD WALL OF AN
 KZ1354'8-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, AND ABOUT 5 FEET
 KZ1354'BELOW THE LEVEL OF THE HIGHWAY.
 KZ1354
 KZ1354                          STATION RECOVERY (1973)
 KZ1354
 KZ1354'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1354'RECOVERED IN GOOD CONDITION.
 KZ1354
 KZ1354                          STATION RECOVERY (1987)
 KZ1354
 KZ1354'RECOVERY NOTE BY US POWER SQUADRON 1987 (RN)
 KZ1354'RECOVERED IN GOOD CONDITION.
 KZ1354
 KZ1354                          STATION RECOVERY (1990)
 KZ1354
 KZ1354'RECOVERY NOTE BY US POWER SQUADRON 1990 (ES)
 KZ1354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0733 ***********************************************************************
 KZ0733  DESIGNATION -  F 27
 KZ0733  PID         -  KZ0733
 KZ0733  STATE/COUNTY-  OH/LICKING
 KZ0733  USGS QUAD   -  NEWARK (1982)
 KZ0733
 KZ0733                         *CURRENT SURVEY CONTROL
 KZ0733  ___________________________________________________________________
 KZ0733* NAD 83(1986)-  40 03 24.     (N)    082 23 52.     (W)     SCALED    
 KZ0733* NAVD 88     -       252.628  (meters)     828.83   (feet)  ADJUSTED  
 KZ0733  ___________________________________________________________________
 KZ0733  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ0733  DYNAMIC HT  -         252.488 (meters)     828.37  (feet)  COMP
 KZ0733  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 KZ0733
 KZ0733  VERT ORDER  -  SECOND    CLASS 0
 KZ0733
 KZ0733.The horizontal coordinates were scaled from a topographic map and have
 KZ0733.an estimated accuracy of +/- 6 seconds.
 KZ0733
 KZ0733.The orthometric height was determined by differential leveling
 KZ0733.and adjusted by the National Geodetic Survey in June 1991..
 KZ0733
 KZ0733.The geoid height was determined by GEOID03.
 KZ0733
 KZ0733.The dynamic height is computed by dividing the NAVD 88
 KZ0733.geopotential number by the normal gravity value computed on the
 KZ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0733.degrees latitude (g = 980.6199 gals.).
 KZ0733
 KZ0733.The modeled gravity was interpolated from observed gravity values.
 KZ0733
 KZ0733;                    North         East    Units  Estimated Accuracy
 KZ0733;SPC OH S     -   228,330.      608,720.      MT  (+/- 180 meters Scaled)
 KZ0733
 KZ0733                          SUPERSEDED SURVEY CONTROL
 KZ0733
 KZ0733  NGVD 29 (??/??/92)  252.826  (m)          829.48   (f) ADJ UNCH    2 0
 KZ0733
 KZ0733.Superseded values are not recommended for survey control.
 KZ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0733.See file dsdata.txt to determine how the superseded data were derived.
 KZ0733
 KZ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE807349(NAD 83)
 KZ0733_MARKER: DB = BENCH MARK DISK
 KZ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0733_STAMPING: F 27 1934
 KZ0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0733+STABILITY: SURFACE MOTION
 KZ0733
 KZ0733  HISTORY     - Date     Condition        Report By
 KZ0733  HISTORY     - 1934     MONUMENTED       CGS
 KZ0733
 KZ0733                          STATION DESCRIPTION
 KZ0733
 KZ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ0733'AT NEWARK.
 KZ0733'AT NEWARK, LICKING COUNTY, 60 YARDS SOUTHWEST OF THE BALTIMORE
 KZ0733'AND OHIO RAILROAD STATION, 110 FEET EAST OF THE NEWARK CRYSTAL
 KZ0733'ICE AND COAL CO. BUILDING, 80 FEET NORTHEAST OF THE PROLONGATION
 KZ0733'OF THE CENTERLINE OF SOUTH FIRST-STREET, 70 FEET WEST OF THE
 KZ0733'WEST RAIL OF THE MAIN TRACK, 27 FEET SOUTHEAST OF THE CENTERLINE
 KZ0733'OF FRANKLIN STREET, 21 FEET SOUTHWEST OF A POLE, 9 FEET
 KZ0733'SOUTH OF THE SOUTH CURB OF FRANKLINE STREET, 6 FEET SOUTHEAST
 KZ0733'OF A POLE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 KZ0733'F 27 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KZ0733'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1347 ***********************************************************************
 KZ1347  DESIGNATION -  F 270
 KZ1347  PID         -  KZ1347
 KZ1347  STATE/COUNTY-  OH/RICHLAND
 KZ1347  USGS QUAD   -  CRESTLINE (1982)
 KZ1347
 KZ1347                         *CURRENT SURVEY CONTROL
 KZ1347  ___________________________________________________________________
 KZ1347* NAD 83(1986)-  40 47 48.     (N)    082 39 14.     (W)     SCALED    
 KZ1347* NAVD 88     -       376.908  (meters)    1236.57   (feet)  ADJUSTED  
 KZ1347  ___________________________________________________________________
 KZ1347  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KZ1347  DYNAMIC HT  -         376.721 (meters)    1235.96  (feet)  COMP
 KZ1347  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 KZ1347
 KZ1347  VERT ORDER  -  SECOND    CLASS 0
 KZ1347
 KZ1347.The horizontal coordinates were scaled from a topographic map and have
 KZ1347.an estimated accuracy of +/- 6 seconds.
 KZ1347
 KZ1347.The orthometric height was determined by differential leveling
 KZ1347.and adjusted by the National Geodetic Survey in June 1991..
 KZ1347
 KZ1347.The geoid height was determined by GEOID03.
 KZ1347
 KZ1347.The dynamic height is computed by dividing the NAVD 88
 KZ1347.geopotential number by the normal gravity value computed on the
 KZ1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1347.degrees latitude (g = 980.6199 gals.).
 KZ1347
 KZ1347.The modeled gravity was interpolated from observed gravity values.
 KZ1347
 KZ1347;                    North         East    Units  Estimated Accuracy
 KZ1347;SPC OH N     -   125,490.      587,010.      MT  (+/- 180 meters Scaled)
 KZ1347
 KZ1347                          SUPERSEDED SURVEY CONTROL
 KZ1347
 KZ1347  NGVD 29 (??/??/92)  377.046  (m)         1237.03   (f) ADJ UNCH    2 0
 KZ1347
 KZ1347.Superseded values are not recommended for survey control.
 KZ1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1347.See file dsdata.txt to determine how the superseded data were derived.
 KZ1347
 KZ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF604175(NAD 83)
 KZ1347_MARKER: DB = BENCH MARK DISK
 KZ1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1347_STAMPING: F 270 1959
 KZ1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1347+STABILITY: SURFACE MOTION
 KZ1347
 KZ1347  HISTORY     - Date     Condition        Report By
 KZ1347  HISTORY     - 1959     MONUMENTED       CGS
 KZ1347  HISTORY     - 1973     GOOD             OHDT
 KZ1347  HISTORY     - 19870322 GOOD             USPSQD
 KZ1347  HISTORY     - 1990     GOOD             USPSQD
 KZ1347
 KZ1347                          STATION DESCRIPTION
 KZ1347
 KZ1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1347'2.2 MI N FROM ONTARIO.
 KZ1347'ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY 413 FROM THE
 KZ1347'INTERSECTION OF U.S. HIGHWAY 30 SOUTH AT ONTARIO, 1.15 MILES
 KZ1347'NORTH OF THE INTERSECTION OF U.S. HIGHWAY 30 NORTH, 0.4 MILE
 KZ1347'SOUTH OF THE CROSSING OF THE PENNSYLVANIA RAILROAD, 0.1 MILE
 KZ1347'SOUTH OF THE JUNCTION OF BEAM ROAD LEADING WEST, 25 FEET
 KZ1347'EAST OF THE CENTER LINE OF HIGHWAY 314, 3 FEET WEST OF A WIRE
 KZ1347'FENCE, 3 1/2 FEET SOUTHWEST OF TELEPHONE POLE 1311 L 2, 73 1/2
 KZ1347'FEET NORTH OF THE CENTER LINE OF A DRIVE EAST TO WARNERS
 KZ1347'RESIDENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 KZ1347'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  THIS MARK
 KZ1347'CAN BE REACHED BY GOING ABOUT 3.4 MILES SOUTHWEST ALONG THE
 KZ1347'PENNSYLVANIA RAILROAD FROM THE OVERPASS OF STATE HIGHWAY 39 OVER
 KZ1347'THE TRACK AT SPRING MILL, THENCE ABOUT 0.4 MILE SOUTH ALONG
 KZ1347'HIGHWAY 314.  NOTE-- NAILED COAST SIGN TO TELEPHONE POLE.
 KZ1347
 KZ1347                          STATION RECOVERY (1973)
 KZ1347
 KZ1347'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1347'RECOVERED IN GOOD CONDITION.
 KZ1347
 KZ1347                          STATION RECOVERY (1987)
 KZ1347
 KZ1347'RECOVERY NOTE BY US POWER SQUADRON 1987 (RN)
 KZ1347'RECOVERED IN GOOD CONDITION.
 KZ1347
 KZ1347                          STATION RECOVERY (1990)
 KZ1347
 KZ1347'RECOVERY NOTE BY US POWER SQUADRON 1990 (DE)
 KZ1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1257 ***********************************************************************
 KZ1257  DESIGNATION -  F 271
 KZ1257  PID         -  KZ1257
 KZ1257  STATE/COUNTY-  OH/MORROW
 KZ1257  USGS QUAD   -  GALION (1973)
 KZ1257
 KZ1257                         *CURRENT SURVEY CONTROL
 KZ1257  ___________________________________________________________________
 KZ1257* NAD 83(1986)-  40 40 06.     (N)    082 47 07.     (W)     SCALED    
 KZ1257* NAVD 88     -       373.315  (meters)    1224.78   (feet)  ADJUSTED  
 KZ1257  ___________________________________________________________________
 KZ1257  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KZ1257  DYNAMIC HT  -         373.127 (meters)    1224.17  (feet)  COMP
 KZ1257  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 KZ1257
 KZ1257  VERT ORDER  -  SECOND    CLASS 0
 KZ1257
 KZ1257.The horizontal coordinates were scaled from a topographic map and have
 KZ1257.an estimated accuracy of +/- 6 seconds.
 KZ1257
 KZ1257.The orthometric height was determined by differential leveling
 KZ1257.and adjusted by the National Geodetic Survey in June 1991..
 KZ1257
 KZ1257.The geoid height was determined by GEOID03.
 KZ1257
 KZ1257.The dynamic height is computed by dividing the NAVD 88
 KZ1257.geopotential number by the normal gravity value computed on the
 KZ1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1257.degrees latitude (g = 980.6199 gals.).
 KZ1257
 KZ1257.The modeled gravity was interpolated from observed gravity values.
 KZ1257
 KZ1257;                    North         East    Units  Estimated Accuracy
 KZ1257;SPC OH N     -   111,270.      575,880.      MT  (+/- 180 meters Scaled)
 KZ1257
 KZ1257                          SUPERSEDED SURVEY CONTROL
 KZ1257
 KZ1257  NGVD 29 (??/??/92)  373.444  (m)         1225.21   (f) ADJ UNCH    2 0
 KZ1257
 KZ1257.Superseded values are not recommended for survey control.
 KZ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1257.See file dsdata.txt to determine how the superseded data were derived.
 KZ1257
 KZ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF491034(NAD 83)
 KZ1257_MARKER: DB = BENCH MARK DISK
 KZ1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1257_STAMPING: F 271 1959
 KZ1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1257+STABILITY: SURFACE MOTION
 KZ1257
 KZ1257  HISTORY     - Date     Condition        Report By
 KZ1257  HISTORY     - 1959     MONUMENTED       CGS
 KZ1257
 KZ1257                          STATION DESCRIPTION
 KZ1257
 KZ1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1257'2.4 MI NE FROM ST JAMES.
 KZ1257'ABOUT 0.6 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1257'FROM THE ELEVATOR AT ST. JAMES, THENCE ABOUT 1.8 MILES NORTHEAST
 KZ1257'AND EAST ALONG IBERIA-BELLEVILLE ROAD, 326 FEET WEST OF THE
 KZ1257'CENTER OF THE INTERSECTION OF N BLOOMFIELD TWP 49 ROAD (THIS
 KZ1257'ROAD IS AN EXTENSION OF THE IBERIA-BELLEVILLE ROAD) AND COUNTY
 KZ1257'ROAD 40, 23 FEET SOUTH OF THE CENTER LINE OF N. BLOOMFIELD ROAD,
 KZ1257'1 1/2 FEET NORTH OF A WIRE FENCE, 3 1/2 FEET NORTHWEST OF POWER
 KZ1257'LINE POLE 92 EP 21, 14 1/2 FEET EAST OF A FENCE CORNER POST,
 KZ1257'ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST
 KZ1257'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1305 ***********************************************************************
 KZ1305  DESIGNATION -  F 272
 KZ1305  PID         -  KZ1305
 KZ1305  STATE/COUNTY-  OH/KNOX
 KZ1305  USGS QUAD   -  BELLVILLE (1974)
 KZ1305
 KZ1305                         *CURRENT SURVEY CONTROL
 KZ1305  ___________________________________________________________________
 KZ1305* NAD 83(1986)-  40 31 45.     (N)    082 34 23.     (W)     SCALED    
 KZ1305* NAVD 88     -       370.868  (meters)    1216.76   (feet)  ADJUSTED  
 KZ1305  ___________________________________________________________________
 KZ1305  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KZ1305  DYNAMIC HT  -         370.678 (meters)    1216.13  (feet)  COMP
 KZ1305  MODELED GRAV-     980,101.4   (mgal)                       NAVD 88
 KZ1305
 KZ1305  VERT ORDER  -  SECOND    CLASS 0
 KZ1305
 KZ1305.The horizontal coordinates were scaled from a topographic map and have
 KZ1305.an estimated accuracy of +/- 6 seconds.
 KZ1305
 KZ1305.The orthometric height was determined by differential leveling
 KZ1305.and adjusted by the National Geodetic Survey in June 1991..
 KZ1305
 KZ1305.The geoid height was determined by GEOID03.
 KZ1305
 KZ1305.The dynamic height is computed by dividing the NAVD 88
 KZ1305.geopotential number by the normal gravity value computed on the
 KZ1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1305.degrees latitude (g = 980.6199 gals.).
 KZ1305
 KZ1305.The modeled gravity was interpolated from observed gravity values.
 KZ1305
 KZ1305;                    North         East    Units  Estimated Accuracy
 KZ1305;SPC OH N     -    95,780.      593,810.      MT  (+/- 180 meters Scaled)
 KZ1305
 KZ1305                          SUPERSEDED SURVEY CONTROL
 KZ1305
 KZ1305  NGVD 29 (??/??/92)  371.027  (m)         1217.28   (f) ADJ UNCH    2 0
 KZ1305
 KZ1305.Superseded values are not recommended for survey control.
 KZ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1305.See file dsdata.txt to determine how the superseded data were derived.
 KZ1305
 KZ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE667876(NAD 83)
 KZ1305_MARKER: DB = BENCH MARK DISK
 KZ1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1305_STAMPING: F 272 1959
 KZ1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1305+STABILITY: SURFACE MOTION
 KZ1305
 KZ1305  HISTORY     - Date     Condition        Report By
 KZ1305  HISTORY     - 1959     MONUMENTED       CGS
 KZ1305
 KZ1305                          STATION DESCRIPTION
 KZ1305
 KZ1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1305'1.2 MI NE FROM BATEMANTOWN.
 KZ1305'ABOUT 0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE METHODIST
 KZ1305'CHURCH AT BATEMANTOWN, THENCE ABOUT 1.0 MILE EAST-NORTHEAST
 KZ1305'ALONG A GRAVEL ROAD, AT THE INTERSECTION OF COUNTY ROAD 49,
 KZ1305'0.85 MILE WEST-SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 KZ1305'546, 73 FEET SOUTH OF THE CENTER LINE OF GRAVEL ROAD, 19 1/2
 KZ1305'FEET SOUTHWEST OF THE CENTER LINE OF COUNTY ROAD 49, 64 FEET
 KZ1305'SOUTHEAST OF POWER LINE POLE 10-ED-6, 1 FOOT NORTHEAST OF A
 KZ1305'WIRE FENCE, 61 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST
 KZ1305'OF A STEEL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF ROAD 49,
 KZ1305'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS
 KZ1305'MARK CAN BE REACHED BY GONG ABOUT 2.85 MILES NORTH ALONG STATE
 KZ1305'HIGHWAY 13 FROM THE POST OFFICE AT FREDERICKTOWN, THENCE ABOUT
 KZ1305'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 546, THENCE ABOUT 0.85 MILE
 KZ1305'WEST-SOUTHWEST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0827 ***********************************************************************
 KZ0827  DESIGNATION -  F 273
 KZ0827  PID         -  KZ0827
 KZ0827  STATE/COUNTY-  OH/DELAWARE
 KZ0827  USGS QUAD   -  KILBOURNE (1983)
 KZ0827
 KZ0827                         *CURRENT SURVEY CONTROL
 KZ0827  ___________________________________________________________________
 KZ0827* NAD 83(1986)-  40 15 31.     (N)    082 53 04.     (W)     SCALED    
 KZ0827* NAVD 88     -       284.329  (meters)     932.84   (feet)  ADJUSTED  
 KZ0827  ___________________________________________________________________
 KZ0827  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0827  DYNAMIC HT  -         284.177 (meters)     932.34  (feet)  COMP
 KZ0827  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 KZ0827
 KZ0827  VERT ORDER  -  SECOND    CLASS 0
 KZ0827
 KZ0827.The horizontal coordinates were scaled from a topographic map and have
 KZ0827.an estimated accuracy of +/- 6 seconds.
 KZ0827
 KZ0827.The orthometric height was determined by differential leveling
 KZ0827.and adjusted by the National Geodetic Survey in June 1991..
 KZ0827
 KZ0827.The geoid height was determined by GEOID03.
 KZ0827
 KZ0827.The dynamic height is computed by dividing the NAVD 88
 KZ0827.geopotential number by the normal gravity value computed on the
 KZ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0827.degrees latitude (g = 980.6199 gals.).
 KZ0827
 KZ0827.The modeled gravity was interpolated from observed gravity values.
 KZ0827
 KZ0827;                    North         East    Units  Estimated Accuracy
 KZ0827;SPC OH N     -    65,810.      567,290.      MT  (+/- 180 meters Scaled)
 KZ0827
 KZ0827                          SUPERSEDED SURVEY CONTROL
 KZ0827
 KZ0827  NGVD 29 (??/??/92)  284.483  (m)          933.34   (f) ADJ UNCH    2 0
 KZ0827
 KZ0827.Superseded values are not recommended for survey control.
 KZ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0827.See file dsdata.txt to determine how the superseded data were derived.
 KZ0827
 KZ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE397581(NAD 83)
 KZ0827_MARKER: DB = BENCH MARK DISK
 KZ0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0827_STAMPING: F 273 1959
 KZ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0827+STABILITY: SURFACE MOTION
 KZ0827
 KZ0827  HISTORY     - Date     Condition        Report By
 KZ0827  HISTORY     - 1959     MONUMENTED       CGS
 KZ0827  HISTORY     - 1960     GOOD             NGS
 KZ0827  HISTORY     - 20041205 MARK NOT FOUND   USPSQD
 KZ0827
 KZ0827                          STATION DESCRIPTION
 KZ0827
 KZ0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0827'1.5 MI NW FROM SUNBURY.
 KZ0827'ABOUT 1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 36 FROM THE JUNCTION
 KZ0827'OF STATE HIGHWAY 3 AT SUNBURY, 0.3 MILE SOUTHEAST OF THE INTERSECTION
 KZ0827'OF ROAD 33, 45 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 1.6
 KZ0827'FEET NORTHEAST OF A WIRE FENCE, 181 FEET NORTHWEST OF THE
 KZ0827'SOUTHWEST END OF A 60-INCH CORRUGATED PIPE CULVERT, 187 FEET
 KZ0827'SOUTHEAST OF THE CENTER LINE OF A DRIVE LEADING SOUTHWEST TO A
 KZ0827'FARM, 75 FEET SOUTHEAST OF A FENCE CORNER, 2.3 FEET EAST OF A
 KZ0827'STEEL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 KZ0827'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  ALSO ABOUT 1.45 MILES
 KZ0827'SOUTHEAST ALONG U.S. HIGHWAY 36 FROM THE INTERSECTION OF ROAD
 KZ0827'34 AT BERKSHIRE.
 KZ0827
 KZ0827                          STATION RECOVERY (1960)
 KZ0827
 KZ0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KZ0827'RECOVERED IN GOOD CONDITION.
 KZ0827
 KZ0827                          STATION RECOVERY (2004)
 KZ0827
 KZ0827'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLP)
 KZ0827'EXTENSIVE LANDSCAPING IN THE AREA, MARKER MAY BE BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0938 ***********************************************************************
 KZ0938  DESIGNATION -  F 274
 KZ0938  PID         -  KZ0938
 KZ0938  STATE/COUNTY-  OH/DELAWARE
 KZ0938  USGS QUAD   -  KILBOURNE (1983)
 KZ0938
 KZ0938                         *CURRENT SURVEY CONTROL
 KZ0938  ___________________________________________________________________
 KZ0938* NAD 83(1986)-  40 16 50.     (N)    082 54 08.     (W)     SCALED    
 KZ0938* NAVD 88     -       285.300  (meters)     936.02   (feet)  ADJUSTED  
 KZ0938  ___________________________________________________________________
 KZ0938  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0938  DYNAMIC HT  -         285.148 (meters)     935.52  (feet)  COMP
 KZ0938  MODELED GRAV-     980,085.7   (mgal)                       NAVD 88
 KZ0938
 KZ0938  VERT ORDER  -  SECOND    CLASS 0
 KZ0938
 KZ0938.The horizontal coordinates were scaled from a topographic map and have
 KZ0938.an estimated accuracy of +/- 6 seconds.
 KZ0938
 KZ0938.The orthometric height was determined by differential leveling
 KZ0938.and adjusted by the National Geodetic Survey in June 1991..
 KZ0938
 KZ0938.The geoid height was determined by GEOID03.
 KZ0938
 KZ0938.The dynamic height is computed by dividing the NAVD 88
 KZ0938.geopotential number by the normal gravity value computed on the
 KZ0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0938.degrees latitude (g = 980.6199 gals.).
 KZ0938
 KZ0938.The modeled gravity was interpolated from observed gravity values.
 KZ0938
 KZ0938;                    North         East    Units  Estimated Accuracy
 KZ0938;SPC OH N     -    68,250.      565,790.      MT  (+/- 180 meters Scaled)
 KZ0938
 KZ0938                          SUPERSEDED SURVEY CONTROL
 KZ0938
 KZ0938  NGVD 29 (??/??/92)  285.455  (m)          936.53   (f) ADJ UNCH    2 0
 KZ0938
 KZ0938.Superseded values are not recommended for survey control.
 KZ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0938.See file dsdata.txt to determine how the superseded data were derived.
 KZ0938
 KZ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE382606(NAD 83)
 KZ0938_MARKER: DB = BENCH MARK DISK
 KZ0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0938_SP_SET: CULVERT
 KZ0938_STAMPING: F 274 1959
 KZ0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0938
 KZ0938  HISTORY     - Date     Condition        Report By
 KZ0938  HISTORY     - 1959     MONUMENTED       CGS
 KZ0938  HISTORY     - 20030728 MARK NOT FOUND   USPSQD
 KZ0938
 KZ0938                          STATION DESCRIPTION
 KZ0938
 KZ0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0938'1.4 MI NE FROM BERKSHIRE.
 KZ0938'ABOUT 1.1 MILES NORTH ALONG COUNTY ROAD 34 FROM THE INTERSECTION
 KZ0938'OF U.S. HIGHWAY 36 AT BERKSHIRE, THENCE ABOUT 0.3 MILE EAST
 KZ0938'ALONG TWP ROAD 56, 9 FEET SOUTH OF THE CENTER LINE OF ROAD,
 KZ0938'IN TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 3-FOOT
 KZ0938'CONCRETE CULVERT, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF ROAD.
 KZ0938
 KZ0938                          STATION RECOVERY (2003)
 KZ0938
 KZ0938'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0938'ROAD RAISED 1 FOOT WITH NEW CULVERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1338 ***********************************************************************
 KZ1338  DESIGNATION -  F 275 RESET
 KZ1338  PID         -  KZ1338
 KZ1338  STATE/COUNTY-  OH/MORROW
 KZ1338  USGS QUAD   -  SHAUCK (1961)
 KZ1338
 KZ1338                         *CURRENT SURVEY CONTROL
 KZ1338  ___________________________________________________________________
 KZ1338* NAD 83(1986)-  40 30 49.     (N)    082 44 32.     (W)     SCALED    
 KZ1338* NAVD 88     -       359.22   (+/-2cm)    1178.5    (feet)  VERTCON   
 KZ1338  ___________________________________________________________________
 KZ1338  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ1338
 KZ1338  VERT ORDER  -  THIRD (See Below)
 KZ1338
 KZ1338.The horizontal coordinates were scaled from a topographic map and have
 KZ1338.an estimated accuracy of +/- 6 seconds.
 KZ1338
 KZ1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1338.The vertical order pertains to the NGVD 29 superseded value.
 KZ1338
 KZ1338.The geoid height was determined by GEOID03.
 KZ1338
 KZ1338;                    North         East    Units  Estimated Accuracy
 KZ1338;SPC OH N     -    94,080.      579,470.      MT  (+/- 180 meters Scaled)
 KZ1338
 KZ1338                          SUPERSEDED SURVEY CONTROL
 KZ1338
 KZ1338  NGVD 29 (??/??/??)  359.37   (m)         1179.0    (f) RESET       3  
 KZ1338
 KZ1338.Superseded values are not recommended for survey control.
 KZ1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1338.See file dsdata.txt to determine how the superseded data were derived.
 KZ1338
 KZ1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE524862(NAD 83)
 KZ1338_MARKER: DB = BENCH MARK DISK
 KZ1338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1338_SP_SET: CONCRETE DRAIN
 KZ1338_STAMPING: F 275 RESET 1966
 KZ1338_MARK LOGO: CGS   
 KZ1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1338
 KZ1338  HISTORY     - Date     Condition        Report By
 KZ1338  HISTORY     - 1966     MONUMENTED       OHHD
 KZ1338  HISTORY     - 1966     GOOD             CGS
 KZ1338
 KZ1338                          STATION DESCRIPTION
 KZ1338
 KZ1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KZ1338'3.9 MI NW FROM CHESTERVILLE.
 KZ1338'ABOUT 3.9 MILES NORTHWEST ALONG STATE ROUTE 95 FROM THE INTERSECTION
 KZ1338'OF STATE ROUTE 314 IN CHESTERVILLE, 115 FEET EAST OF THE
 KZ1338'APPROXIMATE CENTER OF COUNTY ROAD 20 S., 53 FEET SOUTHWEST OF THE
 KZ1338'APPROXIMATE CENTER OF STATE ROUTE 95, 24.5 FEET NORTH OF A FENCE
 KZ1338'CORNER POST, 10 FEET SOUTHEAST OF THE CENTER OF A TWIN CONCRETE
 KZ1338'DRAIN, AND 1.3 FEET NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL
 KZ1338'STRUCTURE.  IT IS A STANDARD DISK CEMENTED IN THE SOUTHEAST
 KZ1338'WING OF A TWIN CONCRETE DRAIN STRUCTURE NO. MRW 95-1959 AND IS
 KZ1338'ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND THE DISK IS
 KZ1338'STAMPED F 275 RESET 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1758 ***********************************************************************
 KY1758  DESIGNATION -  F 276
 KY1758  PID         -  KY1758
 KY1758  STATE/COUNTY-  OH/HOLMES
 KY1758  USGS QUAD   -  BERLIN (1994)
 KY1758
 KY1758                         *CURRENT SURVEY CONTROL
 KY1758  ___________________________________________________________________
 KY1758* NAD 83(1986)-  40 33 41.     (N)    081 48 03.     (W)     SCALED    
 KY1758* NAVD 88     -       381.829  (meters)    1252.72   (feet)  ADJUSTED  
 KY1758  ___________________________________________________________________
 KY1758  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KY1758  DYNAMIC HT  -         381.644 (meters)    1252.11  (feet)  COMP
 KY1758  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 KY1758
 KY1758  VERT ORDER  -  SECOND    CLASS 0
 KY1758
 KY1758.The horizontal coordinates were scaled from a topographic map and have
 KY1758.an estimated accuracy of +/- 6 seconds.
 KY1758
 KY1758.The orthometric height was determined by differential leveling
 KY1758.and adjusted by the National Geodetic Survey in June 1991..
 KY1758
 KY1758.The geoid height was determined by GEOID03.
 KY1758
 KY1758.The dynamic height is computed by dividing the NAVD 88
 KY1758.geopotential number by the normal gravity value computed on the
 KY1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1758.degrees latitude (g = 980.6199 gals.).
 KY1758
 KY1758.The modeled gravity was interpolated from observed gravity values.
 KY1758
 KY1758;                    North         East    Units  Estimated Accuracy
 KY1758;SPC OH N     -    99,590.      659,210.      MT  (+/- 180 meters Scaled)
 KY1758
 KY1758                          SUPERSEDED SURVEY CONTROL
 KY1758
 KY1758  NGVD 29 (??/??/92)  382.035  (m)         1253.39   (f) ADJ UNCH    2 0
 KY1758
 KY1758.Superseded values are not recommended for survey control.
 KY1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1758.See file dsdata.txt to determine how the superseded data were derived.
 KY1758
 KY1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME322903(NAD 83)
 KY1758_MARKER: DB = BENCH MARK DISK
 KY1758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1758_SP_SET: BUILDING FOUNDATION
 KY1758_STAMPING: F 276 1959
 KY1758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1758
 KY1758  HISTORY     - Date     Condition        Report By
 KY1758  HISTORY     - 1959     MONUMENTED       CGS
 KY1758
 KY1758                          STATION DESCRIPTION
 KY1758
 KY1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1758'AT BERLIN.
 KY1758'AT BERLIN, ABOUT 0.2 MILE WEST ALONG U.S. HIGHWAY 62 FROM THE
 KY1758'BAPTIST CHURCH, AT THE BERLIN SCHOOL, 162 FEET SOUTH OF THE
 KY1758'CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE EAST FACE OF
 KY1758'THE NORTHEAST CORNER, OF THE CONCRETE FOUNDATION, 1 1/2 FEET
 KY1758'SOUTH OF THE NORTHEAST CORNER, 1 FOOT BELOW THE TOP OF THE
 KY1758'FOUNDATION, 2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 KY1758'30 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2004 ***********************************************************************
 KY2004  DESIGNATION -  F 277
 KY2004  PID         -  KY2004
 KY2004  STATE/COUNTY-  OH/HOLMES
 KY2004  USGS QUAD   -  BERLIN (1994)
 KY2004
 KY2004                         *CURRENT SURVEY CONTROL
 KY2004  ___________________________________________________________________
 KY2004* NAD 83(1986)-  40 35 54.     (N)    081 49 12.     (W)     SCALED    
 KY2004* NAVD 88     -       340.781  (meters)    1118.05   (feet)  ADJUSTED  
 KY2004  ___________________________________________________________________
 KY2004  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KY2004  DYNAMIC HT  -         340.618 (meters)    1117.51  (feet)  COMP
 KY2004  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 KY2004
 KY2004  VERT ORDER  -  SECOND    CLASS 0
 KY2004
 KY2004.The horizontal coordinates were scaled from a topographic map and have
 KY2004.an estimated accuracy of +/- 6 seconds.
 KY2004
 KY2004.The orthometric height was determined by differential leveling
 KY2004.and adjusted by the National Geodetic Survey in June 1991..
 KY2004
 KY2004.The geoid height was determined by GEOID03.
 KY2004
 KY2004.The dynamic height is computed by dividing the NAVD 88
 KY2004.geopotential number by the normal gravity value computed on the
 KY2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2004.degrees latitude (g = 980.6199 gals.).
 KY2004
 KY2004.The modeled gravity was interpolated from observed gravity values.
 KY2004
 KY2004;                    North         East    Units  Estimated Accuracy
 KY2004;SPC OH N     -   103,680.      657,560.      MT  (+/- 180 meters Scaled)
 KY2004
 KY2004                          SUPERSEDED SURVEY CONTROL
 KY2004
 KY2004  NGVD 29 (??/??/92)  340.988  (m)         1118.72   (f) ADJ UNCH    2 0
 KY2004
 KY2004.Superseded values are not recommended for survey control.
 KY2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2004.See file dsdata.txt to determine how the superseded data were derived.
 KY2004
 KY2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME306944(NAD 83)
 KY2004_MARKER: DB = BENCH MARK DISK
 KY2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2004_STAMPING: F 277 1959
 KY2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2004+STABILITY: SURFACE MOTION
 KY2004
 KY2004  HISTORY     - Date     Condition        Report By
 KY2004  HISTORY     - 1959     MONUMENTED       CGS
 KY2004  HISTORY     - 1971     GOOD             OHDT
 KY2004  HISTORY     - 20010306 MARK NOT FOUND   OHDT
 KY2004
 KY2004                          STATION DESCRIPTION
 KY2004
 KY2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY2004'1.2 MI S FROM FRYBURG.
 KY2004'ABOUT 1.15 MILES SOUTH ALONG COUNTY ROAD 201 FROM THE
 KY2004'INTERSECTION OF STATE HIGHWAY 241 AT FRYBURG, 0.8 MILE NORTH OF
 KY2004'A GRADED ROAD INTERSECTION, 0.7 MILE SOUTH OF THE JUNCTION OF
 KY2004'COUNTY ROAD 201 LEADING WEST AND SOUTH, AND TWP ROAD 225 LEADING
 KY2004'EAST, AT THE JUNCTION OF TWP ROAD 185 LEADING EAST, 20 FEET WEST
 KY2004'OF THE CENTER LINE OF ROAD 201, 40 FEET NORTH OF THE EXTENDED
 KY2004'CENTER LINE OF ROAD 185 AND ALSO THE CENTER LINE OF A DIM ROAD
 KY2004'LEADING WEST, 44 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 26
 KY2004'FEET NORTH OF THE FIRST TELEPHONE POLE NORTH OF THE JUNCTION, 2
 KY2004'FEET SOUTH OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 KY2004'ROAD 201, AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KY2004
 KY2004                          STATION RECOVERY (1971)
 KY2004
 KY2004'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY2004'RECOVERED IN GOOD CONDITION.
 KY2004
 KY2004                          STATION RECOVERY (2001)
 KY2004
 KY2004'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2001 (RC)
 KY2004'THE DISK HAS BEEN REMOVED FROM THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1959 ***********************************************************************
 KY1959  DESIGNATION -  F 278
 KY1959  PID         -  KY1959
 KY1959  STATE/COUNTY-  OH/WAYNE
 KY1959  USGS QUAD   -  WILMOT (1994)
 KY1959
 KY1959                         *CURRENT SURVEY CONTROL
 KY1959  ___________________________________________________________________
 KY1959* NAD 83(1986)-  40 41 44.     (N)    081 44 23.     (W)     SCALED    
 KY1959* NAVD 88     -       351.768  (meters)    1154.09   (feet)  ADJUSTED  
 KY1959  ___________________________________________________________________
 KY1959  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KY1959  DYNAMIC HT  -         351.603 (meters)    1153.55  (feet)  COMP
 KY1959  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 KY1959
 KY1959  VERT ORDER  -  SECOND    CLASS 0
 KY1959
 KY1959.The horizontal coordinates were scaled from a topographic map and have
 KY1959.an estimated accuracy of +/- 6 seconds.
 KY1959
 KY1959.The orthometric height was determined by differential leveling
 KY1959.and adjusted by the National Geodetic Survey in June 1991..
 KY1959
 KY1959.The geoid height was determined by GEOID03.
 KY1959
 KY1959.The dynamic height is computed by dividing the NAVD 88
 KY1959.geopotential number by the normal gravity value computed on the
 KY1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1959.degrees latitude (g = 980.6199 gals.).
 KY1959
 KY1959.The modeled gravity was interpolated from observed gravity values.
 KY1959
 KY1959;                    North         East    Units  Estimated Accuracy
 KY1959;SPC OH N     -   114,530.      664,260.      MT  (+/- 180 meters Scaled)
 KY1959
 KY1959                          SUPERSEDED SURVEY CONTROL
 KY1959
 KY1959  NGVD 29 (??/??/92)  351.980  (m)         1154.79   (f) ADJ UNCH    2 0
 KY1959
 KY1959.Superseded values are not recommended for survey control.
 KY1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1959.See file dsdata.txt to determine how the superseded data were derived.
 KY1959
 KY1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF375052(NAD 83)
 KY1959_MARKER: DB = BENCH MARK DISK
 KY1959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1959_SP_SET: BRIDGE
 KY1959_STAMPING: F 278 1959
 KY1959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1959
 KY1959  HISTORY     - Date     Condition        Report By
 KY1959  HISTORY     - 1959     MONUMENTED       CGS
 KY1959  HISTORY     - 20041106 GOOD             USPSQD
 KY1959
 KY1959                          STATION DESCRIPTION
 KY1959
 KY1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1959'2 MI W FROM MOUNT EATON.
 KY1959'ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 KY1959'OFFICE AT MOUNT EATON, THENCE ABOUT 1.75 MILES WEST ALONG COUNTY
 KY1959'ROAD NO. 2, 0.2 MILE WEST OF INTERSECTION OF COUNTY ROAD 98,
 KY1959'0.35 MILE EAST OF CROSSING OF COUNTY ROAD 52, IN THE TOP OF THE
 KY1959'WING WALL AT THE SOUTHWEST CORNER OF A 15-FOOT BRIDGE OVER A
 KY1959'SMALL STREAM, 12 FEET SOUTH OF CENTER LINE OF ROAD AND SET IN A
 KY1959'DRILL HOLE.
 KY1959
 KY1959                          STATION RECOVERY (2004)
 KY1959
 KY1959'RECOVERY NOTE BY US POWER SQUADRON 2004
 KY1959'OLD BRIDGE GONE, NEW CEMENT CULVERT.  MARKER IS LOCATED IN THE CENTER
 KY1959'OF THE NORTH CULVERT, ABOUT 24 FT. NORTH OF CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1940 ***********************************************************************
 KY1940  DESIGNATION -  F 279
 KY1940  PID         -  KY1940
 KY1940  STATE/COUNTY-  OH/STARK
 KY1940  USGS QUAD   -  NAVARRE (1994)
 KY1940
 KY1940                         *CURRENT SURVEY CONTROL
 KY1940  ___________________________________________________________________
 KY1940* NAD 83(1986)-  40 43 40.     (N)    081 35 25.     (W)     SCALED    
 KY1940* NAVD 88     -       300.787  (meters)     986.83   (feet)  ADJUSTED  
 KY1940  ___________________________________________________________________
 KY1940  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KY1940  DYNAMIC HT  -         300.648 (meters)     986.38  (feet)  COMP
 KY1940  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 KY1940
 KY1940  VERT ORDER  -  SECOND    CLASS 0
 KY1940
 KY1940.The horizontal coordinates were scaled from a topographic map and have
 KY1940.an estimated accuracy of +/- 6 seconds.
 KY1940
 KY1940.The orthometric height was determined by differential leveling
 KY1940.and adjusted by the National Geodetic Survey in June 1991..
 KY1940
 KY1940.The geoid height was determined by GEOID03.
 KY1940
 KY1940.The dynamic height is computed by dividing the NAVD 88
 KY1940.geopotential number by the normal gravity value computed on the
 KY1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1940.degrees latitude (g = 980.6199 gals.).
 KY1940
 KY1940.The modeled gravity was interpolated from observed gravity values.
 KY1940
 KY1940;                    North         East    Units  Estimated Accuracy
 KY1940;SPC OH N     -   118,230.      676,850.      MT  (+/- 180 meters Scaled)
 KY1940
 KY1940                          SUPERSEDED SURVEY CONTROL
 KY1940
 KY1940  NGVD 29 (??/??/92)  301.000  (m)          987.53   (f) ADJ UNCH    2 0
 KY1940
 KY1940.Superseded values are not recommended for survey control.
 KY1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1940.See file dsdata.txt to determine how the superseded data were derived.
 KY1940
 KY1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF501087(NAD 83)
 KY1940_MARKER: DB = BENCH MARK DISK
 KY1940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1940_SP_SET: CULVERT
 KY1940_STAMPING: F 279 1959
 KY1940_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1940
 KY1940  HISTORY     - Date     Condition        Report By
 KY1940  HISTORY     - 1959     MONUMENTED       CGS
 KY1940  HISTORY     - 19921229 GOOD             OHDT
 KY1940
 KY1940                          STATION DESCRIPTION
 KY1940
 KY1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1940'3.2 MI W FROM NAVARRE.
 KY1940'ABOUT 3.2 MILES WEST ALONG A BLACK TOP ROAD FROM THE BRIDGE
 KY1940'OVER TUSCARAWAS RIVER AT NAVARRE, ABOUT 0.9 MILE WEST OF A BLACK
 KY1940'TOP ROAD CROSSING AND CHURCH AND CEMETERY, ABOUT 0.2 MILE EAST
 KY1940'OF A 30-FOOT BRIDGE OVER A SMALL CREEK, IN THE TOP OF THE WEST
 KY1940'END OF NORTH HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT, 18
 KY1940'FEET NORTH OF CENTER LINE OF ROAD, 1 FOOT EAST OF WEST END OF
 KY1940'HEAD WALL AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.  NOTE-- MARK
 KY1940'IS ABOUT 1.3 MILES EAST ALONG A BLACK TOP ROAD FROM BLACK TOP
 KY1940'ROAD CROSSING AT ELTON, STARK COUNTY.
 KY1940
 KY1940                          STATION RECOVERY (1992)
 KY1940
 KY1940'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992 (PM)
 KY1940'------REPORT BY ODOT ---------1992-----------CONDITION - GOOD -------
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1117 ***********************************************************************
 KZ1117  DESIGNATION -  F 28
 KZ1117  PID         -  KZ1117
 KZ1117  STATE/COUNTY-  OH/RICHLAND
 KZ1117  USGS QUAD   -  MANSFIELD SOUTH (1984)
 KZ1117
 KZ1117                         *CURRENT SURVEY CONTROL
 KZ1117  ___________________________________________________________________
 KZ1117* NAD 83(1986)-  40 38 11.     (N)    082 32 23.     (W)     SCALED    
 KZ1117* NAVD 88     -       349.168  (meters)    1145.56   (feet)  ADJUSTED  
 KZ1117  ___________________________________________________________________
 KZ1117  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KZ1117  DYNAMIC HT  -         348.993 (meters)    1144.99  (feet)  COMP
 KZ1117  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 KZ1117
 KZ1117  VERT ORDER  -  SECOND    CLASS 0
 KZ1117
 KZ1117.The horizontal coordinates were scaled from a topographic map and have
 KZ1117.an estimated accuracy of +/- 6 seconds.
 KZ1117
 KZ1117.The orthometric height was determined by differential leveling
 KZ1117.and adjusted by the National Geodetic Survey in June 1991..
 KZ1117
 KZ1117.The geoid height was determined by GEOID03.
 KZ1117
 KZ1117.The dynamic height is computed by dividing the NAVD 88
 KZ1117.geopotential number by the normal gravity value computed on the
 KZ1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1117.degrees latitude (g = 980.6199 gals.).
 KZ1117
 KZ1117.The modeled gravity was interpolated from observed gravity values.
 KZ1117
 KZ1117;                    North         East    Units  Estimated Accuracy
 KZ1117;SPC OH N     -   107,690.      596,640.      MT  (+/- 180 meters Scaled)
 KZ1117
 KZ1117                          SUPERSEDED SURVEY CONTROL
 KZ1117
 KZ1117  NGVD 29 (??/??/92)  349.34   (m)         1146.1    (f) COMPUTED    2 0
 KZ1117
 KZ1117.Superseded values are not recommended for survey control.
 KZ1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1117.See file dsdata.txt to determine how the superseded data were derived.
 KZ1117
 KZ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE697995(NAD 83)
 KZ1117_MARKER: DB = BENCH MARK DISK
 KZ1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1117_STAMPING: F 28 1934
 KZ1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1117+STABILITY: SURFACE MOTION
 KZ1117
 KZ1117  HISTORY     - Date     Condition        Report By
 KZ1117  HISTORY     - 1934     MONUMENTED       CGS
 KZ1117  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ1117
 KZ1117                          STATION DESCRIPTION
 KZ1117
 KZ1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1117'1.9 MI NW FROM BELLVILLE.
 KZ1117'1.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KZ1117'STATION AT BELLVILLE, RICHLAND COUNTY, 67 FEET SOUTH OF THE
 KZ1117'CENTERLINE OF A DIRT ROAD, 45 FEET SOUTHWEST OF POLE 49+20, 26 FEET
 KZ1117'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 97, 22 FEET SOUTHWEST
 KZ1117'OF THE SOUTHWEST RAIL, 10 FEET NORTHWEST OF POLE 145, AND ABOUT 4
 KZ1117'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 28 1934
 KZ1117'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 KZ1117'ABOVE GROUND.  NOTE-- THE DESCRIBED AREA HAS BEEN COVERED WITH
 KZ1117'FILL AND THE MARK IS BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0967 ***********************************************************************
 KY0967  DESIGNATION -  F 280
 KY0967  PID         -  KY0967
 KY0967  STATE/COUNTY-  OH/WAYNE
 KY0967  USGS QUAD   -  RITTMAN (1994)
 KY0967
 KY0967                         *CURRENT SURVEY CONTROL
 KY0967  ___________________________________________________________________
 KY0967* NAD 83(1986)-  40 54 08.     (N)    081 45 45.     (W)     SCALED    
 KY0967* NAVD 88     -       322.262  (meters)    1057.29   (feet)  ADJUSTED  
 KY0967  ___________________________________________________________________
 KY0967  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KY0967  DYNAMIC HT  -         322.120 (meters)    1056.82  (feet)  COMP
 KY0967  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 KY0967
 KY0967  VERT ORDER  -  SECOND    CLASS 0
 KY0967
 KY0967.The horizontal coordinates were scaled from a topographic map and have
 KY0967.an estimated accuracy of +/- 6 seconds.
 KY0967
 KY0967.The orthometric height was determined by differential leveling
 KY0967.and adjusted by the National Geodetic Survey in June 1991..
 KY0967
 KY0967.The geoid height was determined by GEOID03.
 KY0967
 KY0967.The dynamic height is computed by dividing the NAVD 88
 KY0967.geopotential number by the normal gravity value computed on the
 KY0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0967.degrees latitude (g = 980.6199 gals.).
 KY0967
 KY0967.The modeled gravity was interpolated from observed gravity values.
 KY0967
 KY0967;                    North         East    Units  Estimated Accuracy
 KY0967;SPC OH N     -   137,470.      662,140.      MT  (+/- 180 meters Scaled)
 KY0967
 KY0967                          SUPERSEDED SURVEY CONTROL
 KY0967
 KY0967  NGVD 29 (??/??/92)  322.499  (m)         1058.07   (f) ADJ UNCH    2 0
 KY0967
 KY0967.Superseded values are not recommended for survey control.
 KY0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0967.See file dsdata.txt to determine how the superseded data were derived.
 KY0967
 KY0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF357281(NAD 83)
 KY0967_MARKER: DB = BENCH MARK DISK
 KY0967_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY0967_SP_SET: 16 FEET
 KY0967_STAMPING: F 280 1959
 KY0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0967
 KY0967  HISTORY     - Date     Condition        Report By
 KY0967  HISTORY     - 1959     MONUMENTED       CGS
 KY0967  HISTORY     - 1987     GOOD             OHDT
 KY0967
 KY0967                          STATION DESCRIPTION
 KY0967
 KY0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY0967'1.5 MI W FROM MARSHALLVILLE.
 KY0967'ABOUT 1.5 MILES WEST ALONG COUNTY ROAD 27 FROM THE INTERSECTION
 KY0967'OF STATE HIGHWAY 548 AT MARSHALLVILLE, AT THE INTERSECTION OF
 KY0967'STATE HIGHWAY 94, 53 1/2 FEET EAST OF CENTER LINE OF HIGHWAY, 58
 KY0967'FEET NORTH OF THE CENTER LINE OF ROAD, 80 FEET NORTHEAST OF THE
 KY0967'CENTER OF THE INTERSECTION, 48 FEET SOUTH OF THE FIRST POWER
 KY0967'LINE POLE THAT IS NORTH OF THE ROAD AND EAST OF THE HIGHWAY,
 KY0967'2 1/2 FEET SOUTH OF A TELEPHONE LINE BRACE POLE, 1 1/2 FEET WEST
 KY0967'OF A STEEL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 KY0967'INTERSECTION, AND IS A DISK ON COPPER-COATED STEEL ROD
 KY0967'PROJECTING 1 INCH AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS
 KY0967'2 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.  THIS MARK
 KY0967'CAN BE REACHED BY GOING ABOUT 4.25 MILES NORTH ALONG STATE
 KY0967'HIGHWAY 94 FROM THE LIBRARY AT ORRVILLE.
 KY0967
 KY0967                          STATION RECOVERY (1987)
 KY0967
 KY0967'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1827 ***********************************************************************
 KY1827  DESIGNATION -  F 281
 KY1827  PID         -  KY1827
 KY1827  STATE/COUNTY-  OH/WAYNE
 KY1827  USGS QUAD   -  RITTMAN (1994)
 KY1827
 KY1827                         *CURRENT SURVEY CONTROL
 KY1827  ___________________________________________________________________
 KY1827* NAD 83(1986)-  40 56 47.     (N)    081 47 00.     (W)     SCALED    
 KY1827* NAVD 88     -       301.082  (meters)     987.80   (feet)  ADJUSTED  
 KY1827  ___________________________________________________________________
 KY1827  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KY1827  DYNAMIC HT  -         300.950 (meters)     987.37  (feet)  COMP
 KY1827  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 KY1827
 KY1827  VERT ORDER  -  SECOND    CLASS 0
 KY1827
 KY1827.The horizontal coordinates were scaled from a topographic map and have
 KY1827.an estimated accuracy of +/- 6 seconds.
 KY1827
 KY1827.The orthometric height was determined by differential leveling
 KY1827.and adjusted by the National Geodetic Survey in June 1991..
 KY1827
 KY1827.The geoid height was determined by GEOID03.
 KY1827
 KY1827.The dynamic height is computed by dividing the NAVD 88
 KY1827.geopotential number by the normal gravity value computed on the
 KY1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1827.degrees latitude (g = 980.6199 gals.).
 KY1827
 KY1827.The modeled gravity was interpolated from observed gravity values.
 KY1827
 KY1827;                    North         East    Units  Estimated Accuracy
 KY1827;SPC OH N     -   142,360.      660,340.      MT  (+/- 180 meters Scaled)
 KY1827
 KY1827                          SUPERSEDED SURVEY CONTROL
 KY1827
 KY1827  NGVD 29 (??/??/92)  301.338  (m)          988.64   (f) ADJ UNCH    2 0
 KY1827
 KY1827.Superseded values are not recommended for survey control.
 KY1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1827.See file dsdata.txt to determine how the superseded data were derived.
 KY1827
 KY1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF340331(NAD 83)
 KY1827_MARKER: DB = BENCH MARK DISK
 KY1827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1827_SP_SET: CULVERT
 KY1827_STAMPING: F 281 1959
 KY1827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1827
 KY1827  HISTORY     - Date     Condition        Report By
 KY1827  HISTORY     - 1959     MONUMENTED       CGS
 KY1827  HISTORY     - 1971     GOOD             OHDT
 KY1827  HISTORY     - 1987     GOOD             OHDT
 KY1827
 KY1827                          STATION DESCRIPTION
 KY1827
 KY1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1827'1.5 MI S FROM RITTMAN.
 KY1827'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 94 FROM THE BALTIMORE
 KY1827'AND OHIO RAILROAD STATION AT RITTMAN, 78 YARDS NORTH OF THE
 KY1827'INTERSECTION OF STATE HIGHWAY 604, 22 FEET WEST OF THE CENTER
 KY1827'LINE OF HIGHWAY 94, IN TOP OF THE SOUTH END OF THE WEST HEAD WALL
 KY1827'OF A 4-FOOT CONCRETE CULVERT, AND ABOUT 2 1/2 FEET BELOW THE
 KY1827'LEVEL OF THE HIGHWAY.
 KY1827
 KY1827                          STATION RECOVERY (1971)
 KY1827
 KY1827'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1827'RECOVERED IN GOOD CONDITION.
 KY1827
 KY1827                          STATION RECOVERY (1987)
 KY1827
 KY1827'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0890 ***********************************************************************
 KZ0890  DESIGNATION -  F 282
 KZ0890  PID         -  KZ0890
 KZ0890  STATE/COUNTY-  OH/MORROW
 KZ0890  USGS QUAD   -  MARENGO (1961)
 KZ0890
 KZ0890                         *CURRENT SURVEY CONTROL
 KZ0890  ___________________________________________________________________
 KZ0890* NAD 83(1986)-  40 28 09.     (N)    082 45 34.     (W)     SCALED    
 KZ0890* NAVD 88     -       369.925  (meters)    1213.66   (feet)  ADJUSTED  
 KZ0890  ___________________________________________________________________
 KZ0890  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KZ0890  DYNAMIC HT  -         369.733 (meters)    1213.03  (feet)  COMP
 KZ0890  MODELED GRAV-     980,095.2   (mgal)                       NAVD 88
 KZ0890
 KZ0890  VERT ORDER  -  SECOND    CLASS 0
 KZ0890
 KZ0890.The horizontal coordinates were scaled from a topographic map and have
 KZ0890.an estimated accuracy of +/- 6 seconds.
 KZ0890
 KZ0890.The orthometric height was determined by differential leveling
 KZ0890.and adjusted by the National Geodetic Survey in June 1991..
 KZ0890
 KZ0890.The geoid height was determined by GEOID03.
 KZ0890
 KZ0890.The dynamic height is computed by dividing the NAVD 88
 KZ0890.geopotential number by the normal gravity value computed on the
 KZ0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0890.degrees latitude (g = 980.6199 gals.).
 KZ0890
 KZ0890.The modeled gravity was interpolated from observed gravity values.
 KZ0890
 KZ0890;                    North         East    Units  Estimated Accuracy
 KZ0890;SPC OH N     -    89,150.      578,000.      MT  (+/- 180 meters Scaled)
 KZ0890
 KZ0890                          SUPERSEDED SURVEY CONTROL
 KZ0890
 KZ0890  NGVD 29 (??/??/92)  370.076  (m)         1214.16   (f) ADJ UNCH    2 0
 KZ0890
 KZ0890.Superseded values are not recommended for survey control.
 KZ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0890.See file dsdata.txt to determine how the superseded data were derived.
 KZ0890
 KZ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE508813(NAD 83)
 KZ0890_MARKER: DB = BENCH MARK DISK
 KZ0890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0890_SP_SET: PIER COLUMN
 KZ0890_STAMPING: F 282 1959
 KZ0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0890+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 KZ0890
 KZ0890  HISTORY     - Date     Condition        Report By
 KZ0890  HISTORY     - 1959     MONUMENTED       CGS
 KZ0890  HISTORY     - 20030728 GOOD             USPSQD
 KZ0890
 KZ0890                          STATION DESCRIPTION
 KZ0890
 KZ0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0890'3.8 MI NE FROM FULTON.
 KZ0890'ABOUT 3.2 MILES EAST ALONG ROAD 25 FROM THE CROSSING OF THE NEW
 KZ0890'YORK CENTRAL RAILROAD AT FULTON, THENCE ABOUT 0.6 MILE NORTHEAST
 KZ0890'ALONG ROAD 20, AT THE OVERPASS OF ROAD 20 OVER INTERSTATE HIGHWAY
 KZ0890'72, 50 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHWEST BOUND
 KZ0890'LANE OF HIGHWAY, SET VERTICALLY IN THE NORTHEAST COLUMN (FACING
 KZ0890'NORTHEAST) OF NORTH PIER OF OVERPASS, 3 FEET ABOVE THE LEVEL OF
 KZ0890'GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF INTERSTATE HIGHWAY 72.
 KZ0890'NOTE-- MEASUREMENTS ARE SUBJECT TO CHANGE AS INTERSTATE HIGHWAY
 KZ0890'72 IS UNDER CONSTRUCTION.
 KZ0890
 KZ0890                          STATION RECOVERY (2003)
 KZ0890
 KZ0890'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1319 ***********************************************************************
 KZ1319  DESIGNATION -  F 283
 KZ1319  PID         -  KZ1319
 KZ1319  STATE/COUNTY-  OH/MORROW
 KZ1319  USGS QUAD   -  SHAUCK (1961)
 KZ1319
 KZ1319                         *CURRENT SURVEY CONTROL
 KZ1319  ___________________________________________________________________
 KZ1319* NAD 83(1986)-  40 33 43.     (N)    082 41 36.     (W)     SCALED    
 KZ1319* NAVD 88     -       390.442  (meters)    1280.98   (feet)  ADJUSTED  
 KZ1319  ___________________________________________________________________
 KZ1319  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KZ1319  DYNAMIC HT  -         390.241 (meters)    1280.32  (feet)  COMP
 KZ1319  MODELED GRAV-     980,097.6   (mgal)                       NAVD 88
 KZ1319
 KZ1319  VERT ORDER  -  SECOND    CLASS 0
 KZ1319
 KZ1319.The horizontal coordinates were scaled from a topographic map and have
 KZ1319.an estimated accuracy of +/- 6 seconds.
 KZ1319
 KZ1319.The orthometric height was determined by differential leveling
 KZ1319.and adjusted by the National Geodetic Survey in June 1991..
 KZ1319
 KZ1319.The geoid height was determined by GEOID03.
 KZ1319
 KZ1319.The dynamic height is computed by dividing the NAVD 88
 KZ1319.geopotential number by the normal gravity value computed on the
 KZ1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1319.degrees latitude (g = 980.6199 gals.).
 KZ1319
 KZ1319.The modeled gravity was interpolated from observed gravity values.
 KZ1319
 KZ1319;                    North         East    Units  Estimated Accuracy
 KZ1319;SPC OH N     -    99,440.      583,630.      MT  (+/- 180 meters Scaled)
 KZ1319
 KZ1319                          SUPERSEDED SURVEY CONTROL
 KZ1319
 KZ1319  NGVD 29 (??/??/92)  390.596  (m)         1281.48   (f) ADJ UNCH    2 0
 KZ1319
 KZ1319.Superseded values are not recommended for survey control.
 KZ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1319.See file dsdata.txt to determine how the superseded data were derived.
 KZ1319
 KZ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE566915(NAD 83)
 KZ1319_MARKER: DB = BENCH MARK DISK
 KZ1319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1319_SP_SET: CULVERT
 KZ1319_STAMPING: F 283 1959
 KZ1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1319
 KZ1319  HISTORY     - Date     Condition        Report By
 KZ1319  HISTORY     - 1959     MONUMENTED       CGS
 KZ1319
 KZ1319                          STATION DESCRIPTION
 KZ1319
 KZ1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1319'2.2 MI SE FROM WILLIAMSPORT.
 KZ1319'ABOUT 2.2 MILES SOUTHEAST ALONG COUNTY ROAD 22 FROM THE JUNCTION
 KZ1319'OF U.S. HIGHWAY 42 AT WILLIAMSPORT, 0.35 MILE SOUTH OF THE
 KZ1319'INTERSECTION OF ROAD 92 LEADING EAST AND ROAD 93 LEADING WEST,
 KZ1319'11 FEET NORTHEAST OF THE CENTER LINE OF ROAD 22, IN TOP OF THE
 KZ1319'SOUTHEAST END OF THE NROTHEAST HEAD WALL OF A 6-FOOT SKEW CONCRETE
 KZ1319'CULVERT FOR A CREEK BRANCH, AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 KZ1319'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0910 ***********************************************************************
 KZ0910  DESIGNATION -  F 284
 KZ0910  PID         -  KZ0910
 KZ0910  STATE/COUNTY-  OH/MORROW
 KZ0910  USGS QUAD   -  CHESTERVILLE (1961)
 KZ0910
 KZ0910                         *CURRENT SURVEY CONTROL
 KZ0910  ___________________________________________________________________
 KZ0910* NAD 83(1986)-  40 23 58.     (N)    082 43 20.     (W)     SCALED    
 KZ0910* NAVD 88     -       411.280  (meters)    1349.34   (feet)  ADJUSTED  
 KZ0910  ___________________________________________________________________
 KZ0910  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KZ0910  DYNAMIC HT  -         411.063 (meters)    1348.63  (feet)  COMP
 KZ0910  MODELED GRAV-     980,085.9   (mgal)                       NAVD 88
 KZ0910
 KZ0910  VERT ORDER  -  SECOND    CLASS 0
 KZ0910
 KZ0910.The horizontal coordinates were scaled from a topographic map and have
 KZ0910.an estimated accuracy of +/- 6 seconds.
 KZ0910
 KZ0910.The orthometric height was determined by differential leveling
 KZ0910.and adjusted by the National Geodetic Survey in June 1991..
 KZ0910
 KZ0910.The geoid height was determined by GEOID03.
 KZ0910
 KZ0910.The dynamic height is computed by dividing the NAVD 88
 KZ0910.geopotential number by the normal gravity value computed on the
 KZ0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0910.degrees latitude (g = 980.6199 gals.).
 KZ0910
 KZ0910.The modeled gravity was interpolated from observed gravity values.
 KZ0910
 KZ0910;                    North         East    Units  Estimated Accuracy
 KZ0910;SPC OH N     -    81,400.      581,140.      MT  (+/- 180 meters Scaled)
 KZ0910
 KZ0910                          SUPERSEDED SURVEY CONTROL
 KZ0910
 KZ0910  NGVD 29 (??/??/92)  411.426  (m)         1349.82   (f) ADJ UNCH    2 0
 KZ0910
 KZ0910.Superseded values are not recommended for survey control.
 KZ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0910.See file dsdata.txt to determine how the superseded data were derived.
 KZ0910
 KZ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE538735(NAD 83)
 KZ0910_MARKER: DB = BENCH MARK DISK
 KZ0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0910_STAMPING: F 284 1959
 KZ0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0910+STABILITY: SURFACE MOTION
 KZ0910
 KZ0910  HISTORY     - Date     Condition        Report By
 KZ0910  HISTORY     - 1959     MONUMENTED       CGS
 KZ0910  HISTORY     - 1967     GOOD             NGS
 KZ0910  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KZ0910
 KZ0910                          STATION DESCRIPTION
 KZ0910
 KZ0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0910'1.3 MI NW FROM SPARTA.
 KZ0910'ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 314 FROM THE
 KZ0910'INTERSECTION OF STATE HIGHWAY 656 AT SPARTA, THENCE ABOUT 1.0
 KZ0910'MILE WEST ALONG STATE HIGHWAY 229, 0.8 MILE WEST OF THE JUNCTION
 KZ0910'OF HIGHWAY 314 LEADING NORTHWEST, AT THE WEST END OF A CUT, 147
 KZ0910'FEET WEST-NORTHWEST OF THE CENTER OF THE JUNCTION OF ROAD 204
 KZ0910'(RICH HILL - BLOOMFIELD ROAD), 25 FEET NORTH OF THE CENTER LINE
 KZ0910'OF THE HIGHWAY, 1 FOOT EAST OF A WIRE FENCE, 83 FEET EAST OF
 KZ0910'POWER LINE POLE 115-17, 2 FEET WEST-SOUTHWEST OF A STEEL
 KZ0910'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 KZ0910'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KZ0910
 KZ0910                          STATION RECOVERY (1967)
 KZ0910
 KZ0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0910'RECOVERED IN GOOD CONDITION.
 KZ0910
 KZ0910                          STATION RECOVERY (1990)
 KZ0910
 KZ0910'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0913 ***********************************************************************
 KZ0913  DESIGNATION -  F 285
 KZ0913  PID         -  KZ0913
 KZ0913  STATE/COUNTY-  OH/MORROW
 KZ0913  USGS QUAD   -  CHESTERVILLE (1961)
 KZ0913
 KZ0913                         *CURRENT SURVEY CONTROL
 KZ0913  ___________________________________________________________________
 KZ0913* NAD 83(1986)-  40 24 25.     (N)    082 40 55.     (W)     SCALED    
 KZ0913* NAVD 88     -       400.188  (meters)    1312.95   (feet)  ADJUSTED  
 KZ0913  ___________________________________________________________________
 KZ0913  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KZ0913  DYNAMIC HT  -         399.977 (meters)    1312.26  (feet)  COMP
 KZ0913  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 KZ0913
 KZ0913  VERT ORDER  -  SECOND    CLASS 0
 KZ0913
 KZ0913.The horizontal coordinates were scaled from a topographic map and have
 KZ0913.an estimated accuracy of +/- 6 seconds.
 KZ0913
 KZ0913.The orthometric height was determined by differential leveling
 KZ0913.and adjusted by the National Geodetic Survey in June 1991..
 KZ0913
 KZ0913.The geoid height was determined by GEOID03.
 KZ0913
 KZ0913.The dynamic height is computed by dividing the NAVD 88
 KZ0913.geopotential number by the normal gravity value computed on the
 KZ0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0913.degrees latitude (g = 980.6199 gals.).
 KZ0913
 KZ0913.The modeled gravity was interpolated from observed gravity values.
 KZ0913
 KZ0913;                    North         East    Units  Estimated Accuracy
 KZ0913;SPC OH N     -    82,220.      584,560.      MT  (+/- 180 meters Scaled)
 KZ0913
 KZ0913                          SUPERSEDED SURVEY CONTROL
 KZ0913
 KZ0913  NGVD 29 (??/??/92)  400.335  (m)         1313.43   (f) ADJ UNCH    2 0
 KZ0913
 KZ0913.Superseded values are not recommended for survey control.
 KZ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0913.See file dsdata.txt to determine how the superseded data were derived.
 KZ0913
 KZ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE572742(NAD 83)
 KZ0913_MARKER: DB = BENCH MARK DISK
 KZ0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0913_STAMPING: F 285 1959
 KZ0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0913+STABILITY: SURFACE MOTION
 KZ0913
 KZ0913  HISTORY     - Date     Condition        Report By
 KZ0913  HISTORY     - 1959     MONUMENTED       CGS
 KZ0913  HISTORY     - 1967     GOOD             NGS
 KZ0913
 KZ0913                          STATION DESCRIPTION
 KZ0913
 KZ0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0913'1.3 MI NE FROM SPARTA.
 KZ0913'ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 656 FROM THE
 KZ0913'INTERSECTION OF STATE HIGHWAY 314 AT SPARTA, THENCE ABOUT 1.0
 KZ0913'MILE NORTHEAST ALONG MORROW COUNTY ROAD 19, AT THE JUNCTION
 KZ0913'OF ROAD 190 LEADING NORTH, 22 FEET WEST OF THE CENTER LINE OF
 KZ0913'ROAD 190 (SPARTA-CHESTERVILLE ROAD S. BLOOMFIELD TWP), 65
 KZ0913'FEET NORTHWEST OF THE CENTER LINE OF ROAD 19, 1 1/2 FEET EAST
 KZ0913'OF A WIRE FENCE, 60 FEET NORTH OF A FENCE CORNER, 71 FEET
 KZ0913'NORTH OF POWER LINE POLE 116-25, 2.3 FEET SOUTHEAST OF A STEEL
 KZ0913'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A
 KZ0913'CONCRETE POST PROJECTING 3 INCHES.
 KZ0913
 KZ0913                          STATION RECOVERY (1967)
 KZ0913
 KZ0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1325 ***********************************************************************
 KZ1325  DESIGNATION -  F 286
 KZ1325  PID         -  KZ1325
 KZ1325  STATE/COUNTY-  OH/MORROW
 KZ1325  USGS QUAD   -  SHAUCK (1961)
 KZ1325
 KZ1325                         *CURRENT SURVEY CONTROL
 KZ1325  ___________________________________________________________________
 KZ1325* NAD 83(1986)-  40 30 07.     (N)    082 40 30.     (W)     SCALED    
 KZ1325* NAVD 88     -       409.400  (meters)    1343.17   (feet)  ADJUSTED  
 KZ1325  ___________________________________________________________________
 KZ1325  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KZ1325  DYNAMIC HT  -         409.187 (meters)    1342.47  (feet)  COMP
 KZ1325  MODELED GRAV-     980,092.4   (mgal)                       NAVD 88
 KZ1325
 KZ1325  VERT ORDER  -  SECOND    CLASS 0
 KZ1325
 KZ1325.The horizontal coordinates were scaled from a topographic map and have
 KZ1325.an estimated accuracy of +/- 6 seconds.
 KZ1325
 KZ1325.The orthometric height was determined by differential leveling
 KZ1325.and adjusted by the National Geodetic Survey in June 1991..
 KZ1325
 KZ1325.The geoid height was determined by GEOID03.
 KZ1325
 KZ1325.The dynamic height is computed by dividing the NAVD 88
 KZ1325.geopotential number by the normal gravity value computed on the
 KZ1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1325.degrees latitude (g = 980.6199 gals.).
 KZ1325
 KZ1325.The modeled gravity was interpolated from observed gravity values.
 KZ1325
 KZ1325;                    North         East    Units  Estimated Accuracy
 KZ1325;SPC OH N     -    92,770.      585,170.      MT  (+/- 180 meters Scaled)
 KZ1325
 KZ1325                          SUPERSEDED SURVEY CONTROL
 KZ1325
 KZ1325  NGVD 29 (??/??/92)  409.569  (m)         1343.73   (f) ADJ UNCH    2 0
 KZ1325
 KZ1325.Superseded values are not recommended for survey control.
 KZ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1325.See file dsdata.txt to determine how the superseded data were derived.
 KZ1325
 KZ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE580848(NAD 83)
 KZ1325_MARKER: DB = BENCH MARK DISK
 KZ1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1325_STAMPING: F 286 1959
 KZ1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1325+STABILITY: SURFACE MOTION
 KZ1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1325+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 KZ1325
 KZ1325  HISTORY     - Date     Condition        Report By
 KZ1325  HISTORY     - 1959     MONUMENTED       CGS
 KZ1325  HISTORY     - 20040602 GOOD             OHDT
 KZ1325
 KZ1325                          STATION DESCRIPTION
 KZ1325
 KZ1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1325'1.5 MI N FROM CHESTERVILLE.
 KZ1325'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 314 FROM THE INTERSECTION
 KZ1325'OF STATE HIGHWAY 95 AT CHESTERVILLE, 132 YARDS SOUTH OF THE
 KZ1325'INTERSECTION OF ROAD 121, 22 FEET EAST OF THE CENTER LINE OF THE
 KZ1325'HIGHWAY, 116 1/2 FEET NORTH OF A TOPPED 26-INCH MAPLE TREE,
 KZ1325'1 FOOT WEST OF A WIRE FENCE, 22 FEET SOUTH OF THE CENTER LINE
 KZ1325'OF A DRIVE LEADING EAST TO A SMALL PASTURE, 53 1/2 FEET SOUTH
 KZ1325'OF POWER LINE POLE 103-EJ-53, ABOUT 1 FOOT BELOW THE LEVEL
 KZ1325'OF THE HIGHWAY AND SET IN TOP OF A CONCRETE POST PROJECTING
 KZ1325'3 INCHES.
 KZ1325
 KZ1325                          STATION RECOVERY (2004)
 KZ1325
 KZ1325'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004
 KZ1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3583 ***********************************************************************
 KY3583  DESIGNATION -  F 287 RESET
 KY3583  PID         -  KY3583
 KY3583  STATE/COUNTY-  OH/WAYNE
 KY3583  USGS QUAD   -  ORRVILLE (1994)
 KY3583
 KY3583                         *CURRENT SURVEY CONTROL
 KY3583  ___________________________________________________________________
 KY3583* NAD 83(1986)-  40 45 20.     (N)    081 50 50.     (W)     SCALED    
 KY3583* NAVD 88     -       306.17   (+/-2cm)    1004.5    (feet)  VERTCON   
 KY3583  ___________________________________________________________________
 KY3583  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KY3583
 KY3583  VERT ORDER  -  THIRD (See Below)
 KY3583
 KY3583.The horizontal coordinates were scaled from a topographic map and have
 KY3583.an estimated accuracy of +/- 6 seconds.
 KY3583
 KY3583.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3583.The vertical order pertains to the NGVD 29 superseded value.
 KY3583
 KY3583.The geoid height was determined by GEOID03.
 KY3583
 KY3583;                    North         East    Units  Estimated Accuracy
 KY3583;SPC OH N     -   121,120.      655,120.      MT  (+/- 180 meters Scaled)
 KY3583
 KY3583                          SUPERSEDED SURVEY CONTROL
 KY3583
 KY3583  NGVD 29 (10/13/05)  306.39   (m)         1005.2    (f) RESET       3  
 KY3583
 KY3583.Superseded values are not recommended for survey control.
 KY3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3583.See file dsdata.txt to determine how the superseded data were derived.
 KY3583
 KY3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF284119(NAD 83)
 KY3583_MARKER: DB = BENCH MARK DISK
 KY3583_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY3583_SP_SET: ABUTMENT
 KY3583_STAMPING: F 287 RESET 1984
 KY3583_MARK LOGO: NGS   
 KY3583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY3583
 KY3583  HISTORY     - Date     Condition        Report By
 KY3583  HISTORY     - 1984     MONUMENTED       OHDT
 KY3583
 KY3583                          STATION DESCRIPTION
 KY3583
 KY3583'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1984
 KY3583'1.4 KM (0.85 MI) NW FROM APPLE CREEK.
 KY3583'0.85 MILE NORTHWEST ALONG US HIGHWAY 250 FROM TOWN HALL AT APPLE
 KY3583'CREEK, IN TOP OF NORTHEAST WINGWALL OF A CONCRETE HIGHWAY BRIDGE OVER
 KY3583'APPLE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1801 ***********************************************************************
 KY1801  DESIGNATION -  F 289
 KY1801  PID         -  KY1801
 KY1801  STATE/COUNTY-  OH/WAYNE
 KY1801  USGS QUAD   -  CRESTON (1994)
 KY1801
 KY1801                         *CURRENT SURVEY CONTROL
 KY1801  ___________________________________________________________________
 KY1801* NAD 83(1986)-  40 53 59.     (N)    081 54 55.     (W)     SCALED    
 KY1801* NAVD 88     -       346.972  (meters)    1138.36   (feet)  ADJUSTED  
 KY1801  ___________________________________________________________________
 KY1801  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KY1801  DYNAMIC HT  -         346.816 (meters)    1137.85  (feet)  COMP
 KY1801  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 KY1801
 KY1801  VERT ORDER  -  SECOND    CLASS 0
 KY1801
 KY1801.The horizontal coordinates were scaled from a topographic map and have
 KY1801.an estimated accuracy of +/- 6 seconds.
 KY1801
 KY1801.The orthometric height was determined by differential leveling
 KY1801.and adjusted by the National Geodetic Survey in June 1991..
 KY1801
 KY1801.The geoid height was determined by GEOID03.
 KY1801
 KY1801.The dynamic height is computed by dividing the NAVD 88
 KY1801.geopotential number by the normal gravity value computed on the
 KY1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1801.degrees latitude (g = 980.6199 gals.).
 KY1801
 KY1801.The modeled gravity was interpolated from observed gravity values.
 KY1801
 KY1801;                    North         East    Units  Estimated Accuracy
 KY1801;SPC OH N     -   137,090.      649,270.      MT  (+/- 180 meters Scaled)
 KY1801
 KY1801                          SUPERSEDED SURVEY CONTROL
 KY1801
 KY1801  NGVD 29 (??/??/92)  347.187  (m)         1139.06   (f) ADJ UNCH    2 0
 KY1801
 KY1801.Superseded values are not recommended for survey control.
 KY1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1801.See file dsdata.txt to determine how the superseded data were derived.
 KY1801
 KY1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF229280(NAD 83)
 KY1801_MARKER: DB = BENCH MARK DISK
 KY1801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1801_SP_SET: STEP
 KY1801_STAMPING: F 289 1959
 KY1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1801
 KY1801  HISTORY     - Date     Condition        Report By
 KY1801  HISTORY     - 1959     MONUMENTED       CGS
 KY1801
 KY1801                          STATION DESCRIPTION
 KY1801
 KY1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1801'3 MI NE FROM MADISONBURG.
 KY1801'ABOUT 2.95 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE
 KY1801'INTERSECTION OF ROAD 86 AT MADISONBURG, 0.15 MILE SOUTH OF THE
 KY1801'JUNCTION OF ROAD 27 LEADING EAST, 21 1/2 FEET WEST OF THE CENTER
 KY1801'LINE OF HIGHWAY 3, IN TOP OF THE FIRST STEP DOWN OF THE WEST
 KY1801'END OF THE NORTH ABUTMENT OF A 10-FOOT CONCRETE BRIDGE, AND
 KY1801'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0832 ***********************************************************************
 KZ0832  DESIGNATION -  F 29
 KZ0832  PID         -  KZ0832
 KZ0832  STATE/COUNTY-  OH/DELAWARE
 KZ0832  USGS QUAD   -  KILBOURNE (1983)
 KZ0832
 KZ0832                         *CURRENT SURVEY CONTROL
 KZ0832  ___________________________________________________________________
 KZ0832* NAD 83(1986)-  40 16 04.     (N)    082 56 54.     (W)     SCALED    
 KZ0832* NAVD 88     -       278.182  (meters)     912.67   (feet)  ADJUSTED  
 KZ0832  ___________________________________________________________________
 KZ0832  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KZ0832  DYNAMIC HT  -         278.034 (meters)     912.18  (feet)  COMP
 KZ0832  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 KZ0832
 KZ0832  VERT ORDER  -  SECOND    CLASS 0
 KZ0832
 KZ0832.The horizontal coordinates were scaled from a topographic map and have
 KZ0832.an estimated accuracy of +/- 6 seconds.
 KZ0832
 KZ0832.The orthometric height was determined by differential leveling
 KZ0832.and adjusted by the National Geodetic Survey in June 1991..
 KZ0832
 KZ0832.The geoid height was determined by GEOID03.
 KZ0832
 KZ0832.The dynamic height is computed by dividing the NAVD 88
 KZ0832.geopotential number by the normal gravity value computed on the
 KZ0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0832.degrees latitude (g = 980.6199 gals.).
 KZ0832
 KZ0832.The modeled gravity was interpolated from observed gravity values.
 KZ0832
 KZ0832;                    North         East    Units  Estimated Accuracy
 KZ0832;SPC OH N     -    66,850.      561,860.      MT  (+/- 180 meters Scaled)
 KZ0832
 KZ0832                          SUPERSEDED SURVEY CONTROL
 KZ0832
 KZ0832  NGVD 29 (??/??/92)  278.350  (m)          913.22   (f) ADJ UNCH    2 0
 KZ0832
 KZ0832.Superseded values are not recommended for survey control.
 KZ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0832.See file dsdata.txt to determine how the superseded data were derived.
 KZ0832
 KZ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE343593(NAD 83)
 KZ0832_MARKER: DB = BENCH MARK DISK
 KZ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0832_STAMPING: F 29 1934
 KZ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0832+STABILITY: SURFACE MOTION
 KZ0832
 KZ0832  HISTORY     - Date     Condition        Report By
 KZ0832  HISTORY     - 1934     MONUMENTED       CGS
 KZ0832  HISTORY     - 1959     GOOD             NGS
 KZ0832
 KZ0832                          STATION DESCRIPTION
 KZ0832
 KZ0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0832'2.2 MI W FROM BERKSHIRE.
 KZ0832'ABOUT 2.15 MILES WEST ALONG U.S. HIGHWAY 36 FROM THE INTERSECTION
 KZ0832'OF ROAD 34 AT BERKSHIRE, 107 YARDS SOUTHEAST OF THE SOUTHEAST
 KZ0832'END OF THE CONCRETE HIGHWAY BRIDGE OVER ALUM CREEK, 75 FEET
 KZ0832'SOUTH-SOUTHWEST OF THE CENTER LINE OF HIGHWAY 36, 14 1/2 FEET WEST
 KZ0832'OF THE CENTER LINE OF A DRIVE LEADING SOUTH AND UPHILL TO A HOUSE,
 KZ0832'92 FEET SOUTHEAST OF THE CENTER OF A IRON GRILL COVERED RED BRICK
 KZ0832'2-BY 2-FOOT CATCH BASIN, ABOUT LEVEL WITH THE DRIVE UPHILL, ABOUT
 KZ0832'6 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 KZ0832'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0639 ***********************************************************************
 KZ0639  DESIGNATION -  F 293
 KZ0639  PID         -  KZ0639
 KZ0639  STATE/COUNTY-  OH/ALLEN
 KZ0639  USGS QUAD   -  HARROD (1984)
 KZ0639
 KZ0639                         *CURRENT SURVEY CONTROL
 KZ0639  ___________________________________________________________________
 KZ0639* NAD 83(1986)-  40 42 22.     (N)    083 55 28.     (W)     SCALED    
 KZ0639* NAVD 88     -       300.844  (meters)     987.02   (feet)  ADJUSTED  
 KZ0639  ___________________________________________________________________
 KZ0639  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 KZ0639  DYNAMIC HT  -         300.691 (meters)     986.52  (feet)  COMP
 KZ0639  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 KZ0639
 KZ0639  VERT ORDER  -  SECOND    CLASS 0
 KZ0639
 KZ0639.The horizontal coordinates were scaled from a topographic map and have
 KZ0639.an estimated accuracy of +/- 6 seconds.
 KZ0639
 KZ0639.The orthometric height was determined by differential leveling
 KZ0639.and adjusted by the National Geodetic Survey in June 1991..
 KZ0639
 KZ0639.The geoid height was determined by GEOID03.
 KZ0639
 KZ0639.The dynamic height is computed by dividing the NAVD 88
 KZ0639.geopotential number by the normal gravity value computed on the
 KZ0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0639.degrees latitude (g = 980.6199 gals.).
 KZ0639
 KZ0639.The modeled gravity was interpolated from observed gravity values.
 KZ0639
 KZ0639;                    North         East    Units  Estimated Accuracy
 KZ0639;SPC OH N     -   116,410.      479,630.      MT  (+/- 180 meters Scaled)
 KZ0639
 KZ0639                          SUPERSEDED SURVEY CONTROL
 KZ0639
 KZ0639  NGVD 29 (??/??/92)  301.017  (m)          987.59   (f) ADJ UNCH    2 0
 KZ0639
 KZ0639.Superseded values are not recommended for survey control.
 KZ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0639.See file dsdata.txt to determine how the superseded data were derived.
 KZ0639
 KZ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF529102(NAD 83)
 KZ0639_MARKER: DB = BENCH MARK DISK
 KZ0639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0639_SP_SET: FOUNDATION
 KZ0639_STAMPING: F 293 1960
 KZ0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0639
 KZ0639  HISTORY     - Date     Condition        Report By
 KZ0639  HISTORY     - 1960     MONUMENTED       CGS
 KZ0639
 KZ0639                          STATION DESCRIPTION
 KZ0639
 KZ0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0639'AT HARROD.
 KZ0639'AT HARROD, ABOUT 0.2 MILE SOUTH ALONG NAPOLEON ROAD (MAIN STREET)
 KZ0639'FROM THE CROSSING OF THE ERIE RAILROAD, THENCE ABOUT 0.2 MILE
 KZ0639'WEST ALONG WESTMINSTER ROAD, 117 1/2 FEET SOUTH OF THE CENTER LINE
 KZ0639'OF WESTMINSTER ROAD, SET VERTICALLY IN THE NORTH FACE OF THE
 KZ0639'CONCRETE FOUNDATION OF CENTER ONE OF THREE AUGLAIZE TOWNSHIP
 KZ0639'SCHOOL BUILDINGS, 1 1/2 FEET WEST OF THE NORTHEAST CORNER OF SCHOOL,
 KZ0639'AND 0.9 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0650 ***********************************************************************
 KZ0650  DESIGNATION -  F 294
 KZ0650  PID         -  KZ0650
 KZ0650  STATE/COUNTY-  OH/HARDIN
 KZ0650  USGS QUAD   -  MT VICTORY (1980)
 KZ0650
 KZ0650                         *CURRENT SURVEY CONTROL
 KZ0650  ___________________________________________________________________
 KZ0650* NAD 83(1986)-  40 32 33.     (N)    083 33 58.     (W)     SCALED    
 KZ0650* NAVD 88     -       322.899  (meters)    1059.38   (feet)  ADJUSTED  
 KZ0650  ___________________________________________________________________
 KZ0650  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KZ0650  DYNAMIC HT  -         322.730 (meters)    1058.82  (feet)  COMP
 KZ0650  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 KZ0650
 KZ0650  VERT ORDER  -  SECOND    CLASS 0
 KZ0650
 KZ0650.The horizontal coordinates were scaled from a topographic map and have
 KZ0650.an estimated accuracy of +/- 6 seconds.
 KZ0650
 KZ0650.The orthometric height was determined by differential leveling
 KZ0650.and adjusted by the National Geodetic Survey in June 1991..
 KZ0650
 KZ0650.The geoid height was determined by GEOID03.
 KZ0650
 KZ0650.The dynamic height is computed by dividing the NAVD 88
 KZ0650.geopotential number by the normal gravity value computed on the
 KZ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0650.degrees latitude (g = 980.6199 gals.).
 KZ0650
 KZ0650.The modeled gravity was interpolated from observed gravity values.
 KZ0650
 KZ0650;                    North         East    Units  Estimated Accuracy
 KZ0650;SPC OH N     -    97,810.      509,690.      MT  (+/- 180 meters Scaled)
 KZ0650
 KZ0650                          SUPERSEDED SURVEY CONTROL
 KZ0650
 KZ0650  NGVD 29 (??/??/92)  323.085  (m)         1059.99   (f) ADJ UNCH    2 0
 KZ0650
 KZ0650.Superseded values are not recommended for survey control.
 KZ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0650.See file dsdata.txt to determine how the superseded data were derived.
 KZ0650
 KZ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE826911(NAD 83)
 KZ0650_MARKER: DB = BENCH MARK DISK
 KZ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0650_STAMPING: F 294 1960
 KZ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0650+STABILITY: SURFACE MOTION
 KZ0650
 KZ0650  HISTORY     - Date     Condition        Report By
 KZ0650  HISTORY     - 1960     MONUMENTED       CGS
 KZ0650
 KZ0650                          STATION DESCRIPTION
 KZ0650
 KZ0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0650'1.8 MI N FROM RIDGEWAY.
 KZ0650'ABOUT 1.75 MILE NORTH ALONG THE NEW YORK CENTRAL RAILWAY FROM
 KZ0650'HAYES TOWER AT RIDGEWAY, 0.25 MILE (37 1/2 RAILS) NORTH OF MILEPOST
 KZ0650'TOL 80, 1.0 MILE NORTH OF THE CROSSING OF HIGHWAY 273, AT THE
 KZ0650'CROSSING OF A SMALL AND LITTLE USED ROAD (ROAD 206), 45 1/2 FEET
 KZ0650'EAST OF THE EAST RAIL, 53 FEET SOUTH OF THE CENTER LINE OF ROAD,
 KZ0650'1 1/2 FEET WEST OF A WIRE FENCE, 31 FEET SOUTH OF A FENCE CORNER,
 KZ0650'44 FEET NORTH-NORTHEAST OF THE FIRST TELEPHONE POLE SOUTH OF THE
 KZ0650'CROSSING, 2.3 FEET SOUTH-SOUTHWEST OF A STEEL WITNESS POST, ABOUT
 KZ0650'1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 KZ0650'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1448 ***********************************************************************
 KZ1448  DESIGNATION -  F 295
 KZ1448  PID         -  KZ1448
 KZ1448  STATE/COUNTY-  OH/MARION
 KZ1448  USGS QUAD   -  MARION WEST (1973)
 KZ1448
 KZ1448                         *CURRENT SURVEY CONTROL
 KZ1448  ___________________________________________________________________
 KZ1448* NAD 83(1986)-  40 35 34.     (N)    083 12 02.     (W)     SCALED    
 KZ1448* NAVD 88     -       277.420  (meters)     910.17   (feet)  ADJUSTED  
 KZ1448  ___________________________________________________________________
 KZ1448  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 KZ1448  DYNAMIC HT  -         277.280 (meters)     909.71  (feet)  COMP
 KZ1448  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 KZ1448
 KZ1448  VERT ORDER  -  SECOND    CLASS 0
 KZ1448
 KZ1448.The horizontal coordinates were scaled from a topographic map and have
 KZ1448.an estimated accuracy of +/- 6 seconds.
 KZ1448
 KZ1448.The orthometric height was determined by differential leveling
 KZ1448.and adjusted by the National Geodetic Survey in June 1991..
 KZ1448
 KZ1448.The geoid height was determined by GEOID03.
 KZ1448
 KZ1448.The dynamic height is computed by dividing the NAVD 88
 KZ1448.geopotential number by the normal gravity value computed on the
 KZ1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1448.degrees latitude (g = 980.6199 gals.).
 KZ1448
 KZ1448.The modeled gravity was interpolated from observed gravity values.
 KZ1448
 KZ1448;                    North         East    Units  Estimated Accuracy
 KZ1448;SPC OH N     -   103,080.      540,700.      MT  (+/- 180 meters Scaled)
 KZ1448
 KZ1448                          SUPERSEDED SURVEY CONTROL
 KZ1448
 KZ1448  NGVD 29 (??/??/92)  277.559  (m)          910.62   (f) ADJ UNCH    2 0
 KZ1448
 KZ1448.Superseded values are not recommended for survey control.
 KZ1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1448.See file dsdata.txt to determine how the superseded data were derived.
 KZ1448
 KZ1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE137958(NAD 83)
 KZ1448_MARKER: DB = BENCH MARK DISK
 KZ1448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1448_SP_SET: ABUTMENT
 KZ1448_STAMPING: F 295 1960
 KZ1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1448
 KZ1448  HISTORY     - Date     Condition        Report By
 KZ1448  HISTORY     - 1960     MONUMENTED       CGS
 KZ1448
 KZ1448                          STATION DESCRIPTION
 KZ1448
 KZ1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ1448'3 MI E FROM ESPYVILLE.
 KZ1448'ABOUT 2.95 MILES EAST ALONG THE ERIE RAILROAD FROM THE CROSSING
 KZ1448'OF ROAD 84 AT ESPYVILLE, ABOUT 3.1 MILES WEST ALONG THE ERIE
 KZ1448'RAILROAD FROM THE STATION AT MARION, 0.1 MILE WEST OF MILEPOST
 KZ1448'M 3, 22 FEET SOUTH OF THE SOUTH RAIL OF NORTH TRACK (WEST-BOUND),
 KZ1448'IN TOP AND SOUTH END ROCK OF THE LOWER PART OR BRIDGE SEAT OF
 KZ1448'WEST CONCRETE AND STONE ABUTMENT OF BRIDGE 3-12, 17 FEET NORTHWEST
 KZ1448'OF THE SOUTHWEST CORNER OF END STONE, AND ABOUT 4 FEET BELOW
 KZ1448'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0186 ***********************************************************************
 MD0186  DESIGNATION -  F 300
 MD0186  PID         -  MD0186
 MD0186  STATE/COUNTY-  OH/DEFIANCE
 MD0186  USGS QUAD   -  DEFIANCE WEST (1977)
 MD0186
 MD0186                         *CURRENT SURVEY CONTROL
 MD0186  ___________________________________________________________________
 MD0186* NAD 83(1986)-  41 15 42.     (N)    084 23 24.     (W)     SCALED    
 MD0186* NAVD 88     -       212.827  (meters)     698.25   (feet)  POSTED    
 MD0186  ___________________________________________________________________
 MD0186  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MD0186  DYNAMIC HT  -         212.740 (meters)     697.96  (feet)  COMP
 MD0186  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 MD0186
 MD0186  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0186
 MD0186.The horizontal coordinates were scaled from a topographic map and have
 MD0186.an estimated accuracy of +/- 6 seconds.
 MD0186
 MD0186.The orthometric height was determined by differential leveling
 MD0186.and adjusted by the National Geodetic Survey in 1992..
 MD0186.No vertical observational check was made to the station.
 MD0186.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0186.was located on a no-check spur therefore a value was not computed.
 MD0186
 MD0186.The geoid height was determined by GEOID03.
 MD0186
 MD0186.The dynamic height is computed by dividing the NAVD 88
 MD0186.geopotential number by the normal gravity value computed on the
 MD0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0186.degrees latitude (g = 980.6199 gals.).
 MD0186
 MD0186.The modeled gravity was interpolated from observed gravity values.
 MD0186
 MD0186;                    North         East    Units  Estimated Accuracy
 MD0186;SPC OH N     -   178,840.      441,640.      MT  (+/- 180 meters Scaled)
 MD0186
 MD0186                          SUPERSEDED SURVEY CONTROL
 MD0186
 MD0186  NGVD 29 (??/??/92)  213.012  (m)          698.86   (f) ADJ UNCH    2 0
 MD0186
 MD0186.Superseded values are not recommended for survey control.
 MD0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0186.See file dsdata.txt to determine how the superseded data were derived.
 MD0186
 MD0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL186710(NAD 83)
 MD0186_MARKER: DB = BENCH MARK DISK
 MD0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0186_STAMPING: F 300 1963
 MD0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0186+STABILITY: SURFACE MOTION
 MD0186
 MD0186  HISTORY     - Date     Condition        Report By
 MD0186  HISTORY     - 1963     MONUMENTED       CGS
 MD0186  HISTORY     - 1971     GOOD             NGS
 MD0186  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MD0186
 MD0186                          STATION DESCRIPTION
 MD0186
 MD0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0186'IN DEFIANCE.
 MD0186'THIS BENCH MARK IS LOCATED AT THE ANTHONY WAYNE SCHOOL IN
 MD0186'DEFIANCE, AT THE EXTREME NORTH END OF THE PLAY GROUND AND THE
 MD0186'Y JUNCTION OF STATE HIGHWAY 111 AND HARDING ROAD.  THE BENCH
 MD0186'MARK IS 53.0 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 111,
 MD0186'48.0 FEET NORTH OF THE CENTER OF A CONCRETE DRAIN, 38.0 FEET
 MD0186'WEST OF THE CENTER LINE OF HARDING ROAD, AND 20.4 FEET NORTHEAST
 MD0186'OF A LARGE OAK TREE.  A STANDARD DISK STAMPED F 300 1963 SET IN
 MD0186'TOP OF A 10 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 MD0186'AND IS ABOUT LEVEL WITH THE ROAD.
 MD0186
 MD0186                          STATION RECOVERY (1971)
 MD0186
 MD0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MD0186'RECOVERED IN GOOD CONDITION.
 MD0186
 MD0186                          STATION RECOVERY (1984)
 MD0186
 MD0186'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1447 ***********************************************************************
 MD1447  DESIGNATION -  F 300 RESET
 MD1447  PID         -  MD1447
 MD1447  STATE/COUNTY-  OH/DEFIANCE
 MD1447  USGS QUAD   -  DEFIANCE WEST (1977)
 MD1447
 MD1447                         *CURRENT SURVEY CONTROL
 MD1447  ___________________________________________________________________
 MD1447* NAD 83(1986)-  41 15 42.     (N)    084 23 24.     (W)     SCALED    
 MD1447* NAVD 88     -       213.92   (meters)     701.8    (feet)  RESET     
 MD1447  ___________________________________________________________________
 MD1447  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MD1447
 MD1447  VERT ORDER  -  THIRD
 MD1447
 MD1447.The horizontal coordinates were scaled from a topographic map and have
 MD1447.an estimated accuracy of +/- 6 seconds.
 MD1447
 MD1447.The orthometric height was computed from unverified reset data.
 MD1447.No vertical observational check was made to the station.
 MD1447
 MD1447.The geoid height was determined by GEOID03.
 MD1447
 MD1447;                    North         East    Units  Estimated Accuracy
 MD1447;SPC OH N     -   178,840.      441,640.      MT  (+/- 180 meters Scaled)
 MD1447
 MD1447                          SUPERSEDED SURVEY CONTROL
 MD1447
 MD1447  NGVD 29 (10/13/05)  214.11   (m)          702.5    (f) RESET       3  
 MD1447
 MD1447.Superseded values are not recommended for survey control.
 MD1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1447.See file dsdata.txt to determine how the superseded data were derived.
 MD1447
 MD1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL186710(NAD 83)
 MD1447_MARKER: DB = BENCH MARK DISK
 MD1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1447_STAMPING: F 300 RESET 1980
 MD1447_MARK LOGO: NGS   
 MD1447_PROJECTION: FLUSH
 MD1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1447+STABILITY: SURFACE MOTION
 MD1447
 MD1447  HISTORY     - Date     Condition        Report By
 MD1447  HISTORY     - 1980     MONUMENTED       LOCENG
 MD1447
 MD1447                          STATION DESCRIPTION
 MD1447
 MD1447'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 MD1447'IN DEFIANCE.
 MD1447'IN DEFIANCE, 3.0 FEET WEST OF THE EAST RIGHT-OF-WAY LINE OF STATE
 MD1447'ROUTE 111, 76.5 FEET SOUTH OF THE CENTERLINE OF PAVEMENT KOERBER
 MD1447'DRIVE, 46.5 FEET EAST OF THE CENTERLINE OF PAVEMENT OF STATE ROUTE
 MD1447'111, 52.5 FEET SOUTH-SOUTHWEST OF A 1-INCH DIAMETER IRON PIPE AT
 MD1447'THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY OF KOERBER DRIVE, AND
 MD1447'THE EASTERLY RIGHT-OF-WAY OF STATE ROUTE 111, 11.0 FEET
 MD1447'NORTH-NORTHWEST OF A 1-INCH DIAMETER IRON PIPE AT THE INTERSECTION
 MD1447'OF THE EASTERLY RIGHT-OF-WAY OF STATE ROUTE 111, AND THE
 MD1447'EAST RIGHT-OF-WAY DAM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1355 ***********************************************************************
 MB1355  DESIGNATION -  F 301
 MB1355  PID         -  MB1355
 MB1355  STATE/COUNTY-  OH/SUMMIT
 MB1355  USGS QUAD   -  AKRON WEST (1994)
 MB1355
 MB1355                         *CURRENT SURVEY CONTROL
 MB1355  ___________________________________________________________________
 MB1355* NAD 83(1986)-  41 07 14.     (N)    081 35 38.     (W)     SCALED    
 MB1355* NAVD 88     -       300.470  (meters)     985.79   (feet)  ADJUSTED  
 MB1355  ___________________________________________________________________
 MB1355  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB1355  DYNAMIC HT  -         300.340 (meters)     985.37  (feet)  COMP
 MB1355  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 MB1355
 MB1355  VERT ORDER  -  FIRST     CLASS II
 MB1355
 MB1355.The horizontal coordinates were scaled from a topographic map and have
 MB1355.an estimated accuracy of +/- 6 seconds.
 MB1355
 MB1355.The orthometric height was determined by differential leveling
 MB1355.and adjusted by the National Geodetic Survey in June 1991..
 MB1355
 MB1355.The geoid height was determined by GEOID03.
 MB1355
 MB1355.The dynamic height is computed by dividing the NAVD 88
 MB1355.geopotential number by the normal gravity value computed on the
 MB1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1355.degrees latitude (g = 980.6199 gals.).
 MB1355
 MB1355.The modeled gravity was interpolated from observed gravity values.
 MB1355
 MB1355;                    North         East    Units  Estimated Accuracy
 MB1355;SPC OH N     -   161,840.      676,090.      MT  (+/- 180 meters Scaled)
 MB1355
 MB1355                          SUPERSEDED SURVEY CONTROL
 MB1355
 MB1355  NGVD 29 (??/??/92)  300.670  (m)          986.45   (f) ADJ UNCH    1 2
 MB1355
 MB1355.Superseded values are not recommended for survey control.
 MB1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1355.See file dsdata.txt to determine how the superseded data were derived.
 MB1355
 MB1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF501523(NAD 83)
 MB1355_MARKER: DB = BENCH MARK DISK
 MB1355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1355_SP_SET: CULVERT
 MB1355_STAMPING: F 301 1963
 MB1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1355
 MB1355  HISTORY     - Date     Condition        Report By
 MB1355  HISTORY     - 1963     MONUMENTED       CGS
 MB1355
 MB1355                          STATION DESCRIPTION
 MB1355
 MB1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1355'AT AKRON.
 MB1355'AT AKRON, IN THE NORTHWEST PART OF CITY, SET ON TOP OF THE
 MB1355'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A 6 BY 6 FOOT
 MB1355'BOX CULVERT UNDER WEST MARKET STREET, NEAR THE T-JUNCTION OF EAST
 MB1355'FAIRLAWN STREET, 85 1/2 FEET SOUTHEAST OF CENTER LINE OF WEST
 MB1355'FAIRLAWN STREET, 58 1/2 FEET NORTHWEST OF EAST FAIRLAWN STREET,
 MB1355'20.8 FEET SOUTHWEST OF THE SOUTHWEST CURB OF WEST MARKET STREET
 MB1355'AND ABOUT 4 FEET BELOW WEST MARKET STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1330 ***********************************************************************
 MB1330  DESIGNATION -  F 302
 MB1330  PID         -  MB1330
 MB1330  STATE/COUNTY-  OH/SUMMIT
 MB1330  USGS QUAD   -  PENINSULA (1994)
 MB1330
 MB1330                         *CURRENT SURVEY CONTROL
 MB1330  ___________________________________________________________________
 MB1330* NAD 83(1986)-  41 08 09.     (N)    081 31 39.     (W)     SCALED    
 MB1330* NAVD 88     -       311.597  (meters)    1022.30   (feet)  ADJUSTED  
 MB1330  ___________________________________________________________________
 MB1330  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB1330  DYNAMIC HT  -         311.462 (meters)    1021.85  (feet)  COMP
 MB1330  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 MB1330
 MB1330  VERT ORDER  -  FIRST     CLASS II
 MB1330
 MB1330.The horizontal coordinates were scaled from a topographic map and have
 MB1330.an estimated accuracy of +/- 6 seconds.
 MB1330
 MB1330.The orthometric height was determined by differential leveling
 MB1330.and adjusted by the National Geodetic Survey in June 1991..
 MB1330
 MB1330.The geoid height was determined by GEOID03.
 MB1330
 MB1330.The dynamic height is computed by dividing the NAVD 88
 MB1330.geopotential number by the normal gravity value computed on the
 MB1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1330.degrees latitude (g = 980.6199 gals.).
 MB1330
 MB1330.The modeled gravity was interpolated from observed gravity values.
 MB1330
 MB1330;                    North         East    Units  Estimated Accuracy
 MB1330;SPC OH N     -   163,600.      681,650.      MT  (+/- 180 meters Scaled)
 MB1330
 MB1330                          SUPERSEDED SURVEY CONTROL
 MB1330
 MB1330  NGVD 29 (??/??/92)  311.795  (m)         1022.95   (f) ADJ UNCH    1 2
 MB1330
 MB1330.Superseded values are not recommended for survey control.
 MB1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1330.See file dsdata.txt to determine how the superseded data were derived.
 MB1330
 MB1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF557539(NAD 83)
 MB1330_MARKER: DB = BENCH MARK DISK
 MB1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1330_STAMPING: F 302 1964
 MB1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1330+STABILITY: SURFACE MOTION
 MB1330
 MB1330  HISTORY     - Date     Condition        Report By
 MB1330  HISTORY     - 1964     MONUMENTED       CGS
 MB1330  HISTORY     - 20020717 GOOD             INDIV
 MB1330
 MB1330                          STATION DESCRIPTION
 MB1330
 MB1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1330'AT AKRON.
 MB1330'AT AKRON, ABOUT 0.6 MILE NORTH ALONG CUYAHOGA STREET FROM THE
 MB1330'JUNCTION OF SACKETT AVENUE, ABOUT 0.25 MILE SOUTH ALONG CUYAHOGA
 MB1330'STREET FROM THE INTERSECTION OF PORTAGE TRAIL, NEAR THE CITY
 MB1330'OF AKRON BOUNDARY, DIRECTLY ACROSS THE STREET FROM HOUSE NO.
 MB1330'1685 CUYAHOGA STREET, 34 FEET WEST OF THE CENTER LINE OF STREET,
 MB1330'34 1/2 FEET SOUTH OF AND ACROSS DRIVEWAY LEADING WEST, 12 1/2
 MB1330'FEET SOUTH OF THE CENTER LINE OF DRIVEWAY, 59.4 FEET WEST OF AND
 MB1330'ACROSS STREET FROM A FIRE HYDRANT, ABOUT 1 FOOT ABOVE THE LEVEL
 MB1330'OF THE STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MB1330'0.2 FOOT.
 MB1330
 MB1330                          STATION RECOVERY (2002)
 MB1330
 MB1330'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SKG)
 MB1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1238 ***********************************************************************
 MB1238  DESIGNATION -  F 303
 MB1238  PID         -  MB1238
 MB1238  STATE/COUNTY-  OH/SUMMIT
 MB1238  USGS QUAD   -  AKRON EAST (1964)
 MB1238
 MB1238                         *CURRENT SURVEY CONTROL
 MB1238  ___________________________________________________________________
 MB1238* NAD 83(1986)-  41 03 35.     (N)    081 25 20.     (W)     SCALED    
 MB1238* NAVD 88     -       327.007  (meters)    1072.86   (feet)  ADJUSTED  
 MB1238  ___________________________________________________________________
 MB1238  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB1238  DYNAMIC HT  -         326.861 (meters)    1072.38  (feet)  COMP
 MB1238  MODELED GRAV-     980,169.1   (mgal)                       NAVD 88
 MB1238
 MB1238  VERT ORDER  -  FIRST     CLASS II
 MB1238
 MB1238.The horizontal coordinates were scaled from a topographic map and have
 MB1238.an estimated accuracy of +/- 6 seconds.
 MB1238
 MB1238.The orthometric height was determined by differential leveling
 MB1238.and adjusted by the National Geodetic Survey in June 1991..
 MB1238
 MB1238.The geoid height was determined by GEOID03.
 MB1238
 MB1238.The dynamic height is computed by dividing the NAVD 88
 MB1238.geopotential number by the normal gravity value computed on the
 MB1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1238.degrees latitude (g = 980.6199 gals.).
 MB1238
 MB1238.The modeled gravity was interpolated from observed gravity values.
 MB1238
 MB1238;                    North         East    Units  Estimated Accuracy
 MB1238;SPC OH N     -   155,250.      690,590.      MT  (+/- 180 meters Scaled)
 MB1238
 MB1238                          SUPERSEDED SURVEY CONTROL
 MB1238
 MB1238  NGVD 29 (??/??/92)  327.09   (m)         1073.1    (f) COMPUTED    1 2
 MB1238
 MB1238.Superseded values are not recommended for survey control.
 MB1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1238.See file dsdata.txt to determine how the superseded data were derived.
 MB1238
 MB1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF645454(NAD 83)
 MB1238_MARKER: DD = SURVEY DISK
 MB1238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1238_SP_SET: CULVERT
 MB1238_STAMPING: F 303
 MB1238_MARK LOGO: OH-153
 MB1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1238
 MB1238  HISTORY     - Date     Condition        Report By
 MB1238  HISTORY     - UNK      MONUMENTED       OH-153
 MB1238  HISTORY     - 1964     GOOD             CGS
 MB1238
 MB1238                          STATION DESCRIPTION
 MB1238
 MB1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1238'0.8 MI SE FROM AKRON.
 MB1238'ABOUT 0.75 MILE SOUTHEAST ALONG GILCHRIST ROAD FROM THE EAST
 MB1238'EXPRESSWAY OVERPASS OVER GILCHRIST ROAD, NEAR THE INTERSECTION OF
 MB1238'GILCHRIST ROAD AND SKELTON ROAD, 191 FEET NORTHWEST OF THE
 MB1238'APPROXIMATE CENTER OF THE INTERSECTION, 35 FEET SOUTHWEST OF
 MB1238'THE CENTER LINE OF GILCHRIST ROAD, 130.5 FEET EAST OF THE EAST
 MB1238'CORNER OF THE AKRON STORAGE BUILDING, SET ON THE TOP OF THE
 MB1238'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF AN 18-INCH
 MB1238'PIPE CULVERT UNDER GILCHRIST ROAD AND 1 FOOT BELOW THE LEVEL OF
 MB1238'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1029 ***********************************************************************
 KY1029  DESIGNATION -  F 304
 KY1029  PID         -  KY1029
 KY1029  STATE/COUNTY-  OH/COLUMBIANA
 KY1029  USGS QUAD   -  SALEM (1994)
 KY1029
 KY1029                         *CURRENT SURVEY CONTROL
 KY1029  ___________________________________________________________________
 KY1029* NAD 83(1986)-  40 52 41.     (N)    080 45 12.     (W)     SCALED    
 KY1029* NAVD 88     -       310.985  (meters)    1020.29   (feet)  ADJUSTED  
 KY1029  ___________________________________________________________________
 KY1029  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY1029  DYNAMIC HT  -         310.831 (meters)    1019.78  (feet)  COMP
 KY1029  MODELED GRAV-     980,124.2   (mgal)                       NAVD 88
 KY1029
 KY1029  VERT ORDER  -  FIRST     CLASS I
 KY1029
 KY1029.The horizontal coordinates were scaled from a topographic map and have
 KY1029.an estimated accuracy of +/- 6 seconds.
 KY1029
 KY1029.The orthometric height was determined by differential leveling
 KY1029.and adjusted by the National Geodetic Survey in June 1991..
 KY1029
 KY1029.The geoid height was determined by GEOID03.
 KY1029
 KY1029.The dynamic height is computed by dividing the NAVD 88
 KY1029.geopotential number by the normal gravity value computed on the
 KY1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1029.degrees latitude (g = 980.6199 gals.).
 KY1029
 KY1029.The modeled gravity was interpolated from observed gravity values.
 KY1029
 KY1029;                    North         East    Units  Estimated Accuracy
 KY1029;SPC OH N     -   135,990.      747,210.      MT  (+/- 180 meters Scaled)
 KY1029
 KY1029                          SUPERSEDED SURVEY CONTROL
 KY1029
 KY1029  NGVD 29 (??/??/92)  311.127  (m)         1020.76   (f) ADJ UNCH    1 1
 KY1029
 KY1029.Superseded values are not recommended for survey control.
 KY1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1029.See file dsdata.txt to determine how the superseded data were derived.
 KY1029
 KY1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF207252(NAD 83)
 KY1029_MARKER: DB = BENCH MARK DISK
 KY1029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1029_SP_SET: BRIDGE
 KY1029_STAMPING: F 304 1966
 KY1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1029+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 KY1029
 KY1029  HISTORY     - Date     Condition        Report By
 KY1029  HISTORY     - 1966     MONUMENTED       CGS
 KY1029  HISTORY     - 20060321 GOOD             GEOCAC
 KY1029
 KY1029                          STATION DESCRIPTION
 KY1029
 KY1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1029'AT LEETONIA.
 KY1029'AT LEETONIA, ABOUT 0.2 MILE EAST ALONG THE PENNSYLVANIA RAILROAD
 KY1029'FROM THE CROSSING OF WALNUT STREET, IN SECTION 12, R 3 W, T
 KY1029'15 N, ABOUT 45 YARDS SOUTHWEST OF AND ACROSS THE TRACKS FROM
 KY1029'MILEPOST P 63, SET ON THE TOP OF THE SOUTH END OF THE EAST
 KY1029'ABUTMENT OF THE BRIDGE OVER CHERRY VALLEY RUN, 6.5 FEET SOUTH
 KY1029'OF THE SOUTH RAIL OF THE NEAR TRACK, 2.3 FEET NORTH OF THE SOUTH
 KY1029'END OF THE ABUTMENT AND 4 FEET BELOW THE LEVEL OF THE TRACK.
 KY1029
 KY1029                          STATION RECOVERY (2006)
 KY1029
 KY1029'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1269 ***********************************************************************
 KY1269  DESIGNATION -  F 305
 KY1269  PID         -  KY1269
 KY1269  STATE/COUNTY-  OH/STARK
 KY1269  USGS QUAD   -  CANTON WEST (1985)
 KY1269
 KY1269                         *CURRENT SURVEY CONTROL
 KY1269  ___________________________________________________________________
 KY1269* NAD 83(1986)-  40 47 21.     (N)    081 23 13.     (W)     SCALED    
 KY1269* NAVD 88     -       314.484  (meters)    1031.77   (feet)  ADJUSTED  
 KY1269  ___________________________________________________________________
 KY1269  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KY1269  DYNAMIC HT  -         314.335 (meters)    1031.28  (feet)  COMP
 KY1269  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 KY1269
 KY1269  VERT ORDER  -  FIRST     CLASS I
 KY1269
 KY1269.The horizontal coordinates were scaled from a topographic map and have
 KY1269.an estimated accuracy of +/- 6 seconds.
 KY1269
 KY1269.The orthometric height was determined by differential leveling
 KY1269.and adjusted by the National Geodetic Survey in June 1991..
 KY1269
 KY1269.The geoid height was determined by GEOID03.
 KY1269
 KY1269.The dynamic height is computed by dividing the NAVD 88
 KY1269.geopotential number by the normal gravity value computed on the
 KY1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1269.degrees latitude (g = 980.6199 gals.).
 KY1269
 KY1269.The modeled gravity was interpolated from observed gravity values.
 KY1269
 KY1269;                    North         East    Units  Estimated Accuracy
 KY1269;SPC OH N     -   125,250.      693,940.      MT  (+/- 180 meters Scaled)
 KY1269
 KY1269                          SUPERSEDED SURVEY CONTROL
 KY1269
 KY1269  NGVD 29 (??/??/92)  314.672  (m)         1032.39   (f) ADJ UNCH    1 1
 KY1269
 KY1269.Superseded values are not recommended for survey control.
 KY1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1269.See file dsdata.txt to determine how the superseded data were derived.
 KY1269
 KY1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF673154(NAD 83)
 KY1269_MARKER: DB = BENCH MARK DISK
 KY1269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1269_SP_SET: PIER
 KY1269_STAMPING: F 305 1966
 KY1269_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1269
 KY1269  HISTORY     - Date     Condition        Report By
 KY1269  HISTORY     - 1966     MONUMENTED       CGS
 KY1269  HISTORY     - 19911129 GOOD             OHDT
 KY1269
 KY1269                          STATION DESCRIPTION
 KY1269
 KY1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1269'AT CANTON.
 KY1269'AT CANTON, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 0.5 MILE WEST
 KY1269'OF THE STATION, ABOUT 0.3 MILE WEST OF MILEPOST 102, SET
 KY1269'VERTICALLY IN THE NORTH FACE OF THE SOUTH PIER UNDER THE
 KY1269'SOUTHWEST BOUND LANE OF THE U.S. HIGHWAY 62 OVERPASS OVER THE
 KY1269'TRACKS, IN SECTION 9, R 8 W, T 10 N, 15 FEET SOUTH OF THE SOUTH
 KY1269'RAIL OF THE SOUTH ONE OF 4 TRACKS, ALMOST DIRECTLY IN THE
 KY1269'CENTER OF THE PIER, 1.8 FEET ABOVE THE LEVEL OF THE GROUND AND
 KY1269'ABOUT LEVEL WITH THE TRACK.
 KY1269
 KY1269                          STATION RECOVERY (1991)
 KY1269
 KY1269'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (SJ)
 KY1269'------ REPORT BY ODOT ---------1991--------- CONDITION - GOOD -------
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1037 ***********************************************************************
 KZ1037  DESIGNATION -  F 307
 KZ1037  PID         -  KZ1037
 KZ1037  STATE/COUNTY-  OH/RICHLAND
 KZ1037  USGS QUAD   -  SHELBY (1980)
 KZ1037
 KZ1037                         *CURRENT SURVEY CONTROL
 KZ1037  ___________________________________________________________________
 KZ1037* NAD 83(1986)-  40 56 41.     (N)    082 41 04.     (W)     SCALED    
 KZ1037* NAVD 88     -       333.083  (meters)    1092.79   (feet)  ADJUSTED  
 KZ1037  ___________________________________________________________________
 KZ1037  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 KZ1037  DYNAMIC HT  -         332.926 (meters)    1092.27  (feet)  COMP
 KZ1037  MODELED GRAV-     980,142.8   (mgal)                       NAVD 88
 KZ1037
 KZ1037  VERT ORDER  -  FIRST     CLASS I
 KZ1037
 KZ1037.The horizontal coordinates were scaled from a topographic map and have
 KZ1037.an estimated accuracy of +/- 6 seconds.
 KZ1037
 KZ1037.The orthometric height was determined by differential leveling
 KZ1037.and adjusted by the National Geodetic Survey in June 1991..
 KZ1037
 KZ1037.The geoid height was determined by GEOID03.
 KZ1037
 KZ1037.The dynamic height is computed by dividing the NAVD 88
 KZ1037.geopotential number by the normal gravity value computed on the
 KZ1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1037.degrees latitude (g = 980.6199 gals.).
 KZ1037
 KZ1037.The modeled gravity was interpolated from observed gravity values.
 KZ1037
 KZ1037;                    North         East    Units  Estimated Accuracy
 KZ1037;SPC OH N     -   141,940.      584,470.      MT  (+/- 180 meters Scaled)
 KZ1037
 KZ1037                          SUPERSEDED SURVEY CONTROL
 KZ1037
 KZ1037  NGVD 29 (??/??/92)  333.236  (m)         1093.29   (f) ADJ UNCH    1 1
 KZ1037
 KZ1037.Superseded values are not recommended for survey control.
 KZ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1037.See file dsdata.txt to determine how the superseded data were derived.
 KZ1037
 KZ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF582339(NAD 83)
 KZ1037_MARKER: DB = BENCH MARK DISK
 KZ1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1037_STAMPING: F 307 1967
 KZ1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1037+STABILITY: SURFACE MOTION
 KZ1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1037+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 KZ1037
 KZ1037  HISTORY     - Date     Condition        Report By
 KZ1037  HISTORY     - 1967     MONUMENTED       CGS
 KZ1037  HISTORY     - 1987     GOOD             OHDT
 KZ1037  HISTORY     - 20040529 GOOD             USPSQD
 KZ1037  HISTORY     - 20050915 GOOD             USPSQD
 KZ1037
 KZ1037                          STATION DESCRIPTION
 KZ1037
 KZ1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1037'4.1 MI N FROM SHELBY.
 KZ1037'ABOUT 4.1 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ1037'THE STATION AT SHELBY, ABOUT 3.8 MILES SOUTH ALONG THE BALTIMORE
 KZ1037'AND OHIO RAILROAD FROM THE WEST BROADWAY OVERPASS AT PLYMOUTH, 50
 KZ1037'FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF DINNINGER ROAD,
 KZ1037'44.2 FEET WEST OF THE WEST RAIL, 33 FEET SOUTH OF THE CENTER LINE
 KZ1037'OF THE ROAD, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, 1.4 FEET
 KZ1037'NORTH OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE
 KZ1037'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 KZ1037'ABOVE THE LEVEL OF THE GROUND.
 KZ1037
 KZ1037                          STATION RECOVERY (1987)
 KZ1037
 KZ1037'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1037'RECOVERED IN GOOD CONDITION.
 KZ1037
 KZ1037                          STATION RECOVERY (2004)
 KZ1037
 KZ1037'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1037'WITNESS POST OKAY.
 KZ1037
 KZ1037                          STATION RECOVERY (2005)
 KZ1037
 KZ1037'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1589 ***********************************************************************
 KZ1589  DESIGNATION -  F 308
 KZ1589  PID         -  KZ1589
 KZ1589  STATE/COUNTY-  OH/FRANKLIN
 KZ1589  USGS QUAD   -  POWELL (1988)
 KZ1589
 KZ1589                         *CURRENT SURVEY CONTROL
 KZ1589  ___________________________________________________________________
 KZ1589* NAD 83(1986)-  40 07 40.     (N)    083 00 17.     (W)     SCALED    
 KZ1589* NAVD 88     -       285.154  (meters)     935.54   (feet)  ADJUSTED  
 KZ1589  ___________________________________________________________________
 KZ1589  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ1589  DYNAMIC HT  -         285.004 (meters)     935.05  (feet)  COMP
 KZ1589  MODELED GRAV-     980,089.3   (mgal)                       NAVD 88
 KZ1589
 KZ1589  VERT ORDER  -  FIRST     CLASS I
 KZ1589
 KZ1589.The horizontal coordinates were scaled from a topographic map and have
 KZ1589.an estimated accuracy of +/- 6 seconds.
 KZ1589
 KZ1589.The orthometric height was determined by differential leveling
 KZ1589.and adjusted by the National Geodetic Survey in June 1991..
 KZ1589
 KZ1589.The geoid height was determined by GEOID03.
 KZ1589
 KZ1589.The dynamic height is computed by dividing the NAVD 88
 KZ1589.geopotential number by the normal gravity value computed on the
 KZ1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1589.degrees latitude (g = 980.6199 gals.).
 KZ1589
 KZ1589.The modeled gravity was interpolated from observed gravity values.
 KZ1589
 KZ1589;                    North         East    Units  Estimated Accuracy
 KZ1589;SPC OH S     -   236,340.      556,980.      MT  (+/- 180 meters Scaled)
 KZ1589
 KZ1589                          SUPERSEDED SURVEY CONTROL
 KZ1589
 KZ1589  NGVD 29 (??/??/92)  285.313  (m)          936.06   (f) ADJ UNCH    1 1
 KZ1589
 KZ1589.Superseded values are not recommended for survey control.
 KZ1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1589.See file dsdata.txt to determine how the superseded data were derived.
 KZ1589
 KZ1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE291438(NAD 83)
 KZ1589_MARKER: DB = BENCH MARK DISK
 KZ1589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1589_SP_SET: SIGNAL TOWER CONCRETE TOWER
 KZ1589_STAMPING: F 308 1967
 KZ1589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1589+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003
 KZ1589
 KZ1589  HISTORY     - Date     Condition        Report By
 KZ1589  HISTORY     - 1967     MONUMENTED       CGS
 KZ1589  HISTORY     - 1990     GOOD             USPSQD
 KZ1589  HISTORY     - 20030801 GOOD             USPSQD
 KZ1589  HISTORY     - 20030802 GOOD             USPSQD
 KZ1589
 KZ1589                          STATION DESCRIPTION
 KZ1589
 KZ1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1589'2.6 MI N FROM WORTHINGTON.
 KZ1589'ABOUT 2.65 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1589'FROM THE CROSSING OF STATE HIGHWAY 161 AT WORTHINGTON, ABOUT 0.1
 KZ1589'MILE SOUTH OF MILEPOST 127, AT THE CROSSING OF PARK ROAD, ALONG
 KZ1589'THE RIGHT-OF-WAY OF THE PENNSYLVANIA RAILROAD, SET ON THE TOP
 KZ1589'OF THE SOUTHEAST CORNER OF THE 4-FOOT SQUARE CONCRETE BASE
 KZ1589'FOR SIGNAL TOWER NO. 115, 118 FEET NORTH OF THE CENTER LINE OF
 KZ1589'PARK ROAD, 50 FEET WEST OF THE WEST RAIL OF THE NYCRR, 11.2
 KZ1589'FEET EAST OF THE EAST RAIL OF THE EAST ONE OF TWO PRR TRACKS,
 KZ1589'ABOUT LEVEL WITH THE PRR TRACK AND 2 FEET ABOVE THE LEVEL OF
 KZ1589'THE NYCRR.
 KZ1589
 KZ1589                          STATION RECOVERY (1990)
 KZ1589
 KZ1589'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1589'RECOVERED IN GOOD CONDITION.
 KZ1589
 KZ1589                          STATION RECOVERY (2003)
 KZ1589
 KZ1589'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ1589'RECOVERED IN GOOD CONDITION.
 KZ1589
 KZ1589                          STATION RECOVERY (2003)
 KZ1589
 KZ1589'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ1589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0750 ***********************************************************************
 JY0750  DESIGNATION -  F 309
 JY0750  PID         -  JY0750
 JY0750  STATE/COUNTY-  OH/PICKAWAY
 JY0750  USGS QUAD   -  ASHVILLE (1992)
 JY0750
 JY0750                         *CURRENT SURVEY CONTROL
 JY0750  ___________________________________________________________________
 JY0750* NAD 83(1986)-  39 43 46.     (N)    082 57 41.     (W)     SCALED    
 JY0750* NAVD 88     -       215.931  (meters)     708.43   (feet)  ADJUSTED  
 JY0750  ___________________________________________________________________
 JY0750  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY0750  DYNAMIC HT  -         215.805 (meters)     708.02  (feet)  COMP
 JY0750  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 JY0750
 JY0750  VERT ORDER  -  FIRST     CLASS I
 JY0750
 JY0750.The horizontal coordinates were scaled from a topographic map and have
 JY0750.an estimated accuracy of +/- 6 seconds.
 JY0750
 JY0750.The orthometric height was determined by differential leveling
 JY0750.and adjusted by the National Geodetic Survey in June 1991..
 JY0750
 JY0750.The geoid height was determined by GEOID03.
 JY0750
 JY0750.The dynamic height is computed by dividing the NAVD 88
 JY0750.geopotential number by the normal gravity value computed on the
 JY0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0750.degrees latitude (g = 980.6199 gals.).
 JY0750
 JY0750.The modeled gravity was interpolated from observed gravity values.
 JY0750
 JY0750;                    North         East    Units  Estimated Accuracy
 JY0750;SPC OH S     -   192,090.      560,450.      MT  (+/- 180 meters Scaled)
 JY0750
 JY0750                          SUPERSEDED SURVEY CONTROL
 JY0750
 JY0750  NGVD 29 (??/??/92)  216.095  (m)          708.97   (f) ADJ UNCH    1 1
 JY0750
 JY0750.Superseded values are not recommended for survey control.
 JY0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0750.See file dsdata.txt to determine how the superseded data were derived.
 JY0750
 JY0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD319995(NAD 83)
 JY0750_MARKER: DB = BENCH MARK DISK
 JY0750_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JY0750_SP_SET: 18.0 FEET
 JY0750_STAMPING: F 309 1967
 JY0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0750
 JY0750  HISTORY     - Date     Condition        Report By
 JY0750  HISTORY     - 1967     MONUMENTED       CGS
 JY0750
 JY0750                          STATION DESCRIPTION
 JY0750
 JY0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0750'0.8 MI N FROM ASHVILLE.
 JY0750'ABOUT 0.8 MILE NORTH ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0750'FROM THE STATION AT ASHVILLE, 0.35 MILE NORTH OF MILEPOST N
 JY0750'685, NEAR A FENCE CORNER, 98.5 FEET EAST OF THE EAST RAIL OF
 JY0750'THE CHESAPEAKE AND OHIO RAILWAY, 82.0 FEET WEST OF THE WEST
 JY0750'RAIL OF THE N AND W RAILWAY, 73 FEET NORTHWEST OF THE 14TH
 JY0750'TELEPHONE POLE NORTH OF THE MILEPOST, 1.5 FEET NORTHWEST OF A
 JY0750'CORTNER FENCE POST, 2 FEET SOUTH OF A METAL WITNESS POST, 3
 JY0750'FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF
 JY0750'A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED
 JY0750'BY A 6 INCH METAL PIPE WHICH PROJECTS 2 INCHES ABOVE THE
 JY0750'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 JY0750'OF 18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1082 ***********************************************************************
 KZ1082  DESIGNATION -  F 310
 KZ1082  PID         -  KZ1082
 KZ1082  STATE/COUNTY-  OH/CRAWFORD
 KZ1082  USGS QUAD   -  GALION (1973)
 KZ1082
 KZ1082                         *CURRENT SURVEY CONTROL
 KZ1082  ___________________________________________________________________
 KZ1082* NAD 83(1986)-  40 43 39.     (N)    082 47 14.     (W)     SCALED    
 KZ1082* NAVD 88     -       356.252  (meters)    1168.80   (feet)  ADJUSTED  
 KZ1082  ___________________________________________________________________
 KZ1082  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KZ1082  DYNAMIC HT  -         356.074 (meters)    1168.22  (feet)  COMP
 KZ1082  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 KZ1082
 KZ1082  VERT ORDER  -  FIRST     CLASS I
 KZ1082
 KZ1082.The horizontal coordinates were scaled from a topographic map and have
 KZ1082.an estimated accuracy of +/- 6 seconds.
 KZ1082
 KZ1082.The orthometric height was determined by differential leveling
 KZ1082.and adjusted by the National Geodetic Survey in June 1991..
 KZ1082
 KZ1082.The geoid height was determined by GEOID03.
 KZ1082
 KZ1082.The dynamic height is computed by dividing the NAVD 88
 KZ1082.geopotential number by the normal gravity value computed on the
 KZ1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1082.degrees latitude (g = 980.6199 gals.).
 KZ1082
 KZ1082.The modeled gravity was interpolated from observed gravity values.
 KZ1082
 KZ1082;                    North         East    Units  Estimated Accuracy
 KZ1082;SPC OH N     -   117,840.      575,740.      MT  (+/- 180 meters Scaled)
 KZ1082
 KZ1082                          SUPERSEDED SURVEY CONTROL
 KZ1082
 KZ1082  NGVD 29 (??/??/92)  356.385  (m)         1169.24   (f) ADJ UNCH    1 1
 KZ1082
 KZ1082.Superseded values are not recommended for survey control.
 KZ1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1082.See file dsdata.txt to determine how the superseded data were derived.
 KZ1082
 KZ1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF490100(NAD 83)
 KZ1082_MARKER: DB = BENCH MARK DISK
 KZ1082_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ1082_SP_SET: 33.5 FEET
 KZ1082_STAMPING: F 310 1967
 KZ1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1082
 KZ1082  HISTORY     - Date     Condition        Report By
 KZ1082  HISTORY     - 1967     MONUMENTED       CGS
 KZ1082  HISTORY     - 1987     GOOD             OHDT
 KZ1082
 KZ1082                          STATION DESCRIPTION
 KZ1082
 KZ1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1082'AT GALION.
 KZ1082'AT GALION, ABOUT 0.5 MILE SOUTHWEST ALONG THE NEW YORK
 KZ1082'CENTRAL RAILROAD FROM THE STATION, ABOUT 4 RAILS SOUTH OF THE
 KZ1082'CENTER OF THE CROSSING OF THE NYCRR AND THE ERIE-LACKAWANNA
 KZ1082'RAILROAD, 99.4 FEET SOUTH OF THE NORTHWEST CORNER OF THE CHAIN
 KZ1082'LINK FENCE AROUND A LARGE STEEL PLANT, 46.7 FEET EAST OF THE
 KZ1082'EAST RAIL OF THE MAIN TRACK OF THE NYCRR, 5 FEET NORTH OF THE
 KZ1082'WEST GATE POST OF A FENCE FOR A SPUR TRACK TO PLANT, 1 FOOT
 KZ1082'WEST OF THE NORTH-SOUTH FENCE LINE, 0.7 FOOT NORTHWEST OF A
 KZ1082'METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND
 KZ1082'A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 1
 KZ1082'INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6-INCH
 KZ1082'METAL PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 KZ1082'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 33.5 FEET.
 KZ1082
 KZ1082                          STATION RECOVERY (1987)
 KZ1082
 KZ1082'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1510 ***********************************************************************
 HY1510  DESIGNATION -  F 311
 HY1510  PID         -  HY1510
 HY1510  STATE/COUNTY-  OH/SCIOTO
 HY1510  USGS QUAD   -  WAKEFIELD (1986)
 HY1510
 HY1510                         *CURRENT SURVEY CONTROL
 HY1510  ___________________________________________________________________
 HY1510* NAD 83(1986)-  38 57 11.     (N)    083 01 22.     (W)     SCALED    
 HY1510* NAVD 88     -       172.728  (meters)     566.69   (feet)  ADJUSTED  
 HY1510  ___________________________________________________________________
 HY1510  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 HY1510  DYNAMIC HT  -         172.622 (meters)     566.34  (feet)  COMP
 HY1510  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 HY1510
 HY1510  VERT ORDER  -  FIRST     CLASS I
 HY1510
 HY1510.The horizontal coordinates were scaled from a topographic map and have
 HY1510.an estimated accuracy of +/- 6 seconds.
 HY1510
 HY1510.The orthometric height was determined by differential leveling
 HY1510.and adjusted by the National Geodetic Survey in June 1991..
 HY1510
 HY1510.The geoid height was determined by GEOID03.
 HY1510
 HY1510.The dynamic height is computed by dividing the NAVD 88
 HY1510.geopotential number by the normal gravity value computed on the
 HY1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1510.degrees latitude (g = 980.6199 gals.).
 HY1510
 HY1510.The modeled gravity was interpolated from observed gravity values.
 HY1510
 HY1510;                    North         East    Units  Estimated Accuracy
 HY1510;SPC OH S     -   105,930.      554,690.      MT  (+/- 180 meters Scaled)
 HY1510
 HY1510                          SUPERSEDED SURVEY CONTROL
 HY1510
 HY1510  NGVD 29 (??/??/92)  172.907  (m)          567.28   (f) ADJ UNCH    1 1
 HY1510
 HY1510.Superseded values are not recommended for survey control.
 HY1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1510.See file dsdata.txt to determine how the superseded data were derived.
 HY1510
 HY1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD247135(NAD 83)
 HY1510_MARKER: DB = BENCH MARK DISK
 HY1510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1510_SP_SET: CULVERT
 HY1510_STAMPING: F 311 1967
 HY1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1510
 HY1510  HISTORY     - Date     Condition        Report By
 HY1510  HISTORY     - 1967     MONUMENTED       CGS
 HY1510
 HY1510                          STATION DESCRIPTION
 HY1510
 HY1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1510'1.3 MI S FROM WAKEFIELD.
 HY1510'ABOUT 1.3 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1510'FROM THE BRIDGE OVER SALT CREEK AT WAKEFIELD, ABOUT 0.2 MILE
 HY1510'SOUTH OF THE PIKE-SCIOTO COUNTY LINE, NEAR MILEPOST N 623, SET
 HY1510'ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A
 HY1510'24-FOOT ARCHED CULVERT UNDER THE TRACKS, 99 FEET NORTHWEST OF AND
 HY1510'ACROSS THE TRACKS FROM MILEPOST N 623, 11 FEET WEST OF THE WEST
 HY1510'RAIL AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0490 ***********************************************************************
 MC0490  DESIGNATION -  F 312
 MC0490  PID         -  MC0490
 MC0490  STATE/COUNTY-  OH/HANCOCK
 MC0490  USGS QUAD   -  FOSTORIA (1972)
 MC0490
 MC0490                         *CURRENT SURVEY CONTROL
 MC0490  ___________________________________________________________________
 MC0490* NAD 83(1986)-  41 09 20.     (N)    083 25 37.     (W)     SCALED    
 MC0490* NAVD 88     -       237.064  (meters)     777.77   (feet)  POSTED    
 MC0490  ___________________________________________________________________
 MC0490  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0490  DYNAMIC HT  -         236.960 (meters)     777.43  (feet)  COMP
 MC0490  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 MC0490
 MC0490  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MC0490
 MC0490.The horizontal coordinates were scaled from a topographic map and have
 MC0490.an estimated accuracy of +/- 6 seconds.
 MC0490
 MC0490.The orthometric height was determined by differential leveling
 MC0490.and adjusted by the National Geodetic Survey in 1992..
 MC0490.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MC0490.rate of 3.1 thru 4.0 mm/km.
 MC0490
 MC0490.The geoid height was determined by GEOID03.
 MC0490
 MC0490.The dynamic height is computed by dividing the NAVD 88
 MC0490.geopotential number by the normal gravity value computed on the
 MC0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0490.degrees latitude (g = 980.6199 gals.).
 MC0490
 MC0490.The modeled gravity was interpolated from observed gravity values.
 MC0490
 MC0490;                    North         East    Units  Estimated Accuracy
 MC0490;SPC OH N     -   165,750.      522,200.      MT  (+/- 180 meters Scaled)
 MC0490
 MC0490                          SUPERSEDED SURVEY CONTROL
 MC0490
 MC0490  NGVD 29 (01/19/93)  237.253  (m)          778.39   (f) ADJUSTED    1 1
 MC0490
 MC0490.Superseded values are not recommended for survey control.
 MC0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0490.See file dsdata.txt to determine how the superseded data were derived.
 MC0490
 MC0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF963588(NAD 83)
 MC0490_MARKER: DB = BENCH MARK DISK
 MC0490_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MC0490_SP_SET: COPPER-CLAD STEEL ROD
 MC0490_STAMPING: F 312 1968
 MC0490_MARK LOGO: CGS   
 MC0490_PROJECTION: PROJECTING 5 CENTIMETERS
 MC0490_MAGNETIC: I = MARKER IS A STEEL ROD
 MC0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0490+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0490_ROD/PIPE-DEPTH: 8.8  meters
 MC0490
 MC0490  HISTORY     - Date     Condition        Report By
 MC0490  HISTORY     - 1968     MONUMENTED       CGS
 MC0490  HISTORY     - 19921023 GOOD             NGS
 MC0490
 MC0490                          STATION DESCRIPTION
 MC0490
 MC0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0490'AT FOSTORIA.
 MC0490'AT FOSTORIA, ABOUT 0.7 MILE WEST ALONG THE BALTIMORE AND OHIO
 MC0490'RAILROAD FROM THE STATION, ABOUT 11 RAILS WEST OF THE CENTER
 MC0490'OF THE CROSSING OF SOUTH VINE STREET, 60 FEET SOUTHWEST OF AND
 MC0490'ACROSS THE TRACK FROM MILEPOLE NO. 37-21, 15.1 FEET SOUTH OF
 MC0490'THE SOUTH RAIL OF THE EASTBOUND TRACK, 2.9 FEET EAST OF THE
 MC0490'EAST GATE POST OF THE WEST ONE OF TWO GATES THROUGH A CHAIN LINK
 MC0490'FENCE AROUND THE SENECA WIRE AND MANUFACTURING COMPANY, 0.4
 MC0490'FOOT NORTH OF A FENCE, 0.5 FOOT NORTHWEST OF A METAL WITNESS
 MC0490'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND IS A DISK
 MC0490'ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES
 MC0490'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH METAL
 MC0490'PIPE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 MC0490'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 29 FEET.  IN SECTION
 MC0490'1, T2N, R12E.
 MC0490
 MC0490                          STATION RECOVERY (1992)
 MC0490
 MC0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0490'IN FOSTORIA, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 MC0490'SOUTH VINE STREET, 140.0 M (459.3 FT) WEST OF THE CENTER OF VINE
 MC0490'STREET, 4.4 M (14.4 FT) SOUTH OF THE NEAR RAIL, 0.9 M (3.0 FT) EAST
 MC0490'OF THE EAST GATE POST AT SENECA WIRE COMPANY, 0.4 M (1.3 FT) BELOW
 MC0490'THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND
 MC0490'0.4 M (1.3 FT) NORTH OF A CHAIN-LINK FENCE.  NOTE--THE DISK IS
 MC0490'ENCASED IN A 4-INCH METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0095 ***********************************************************************
 MD0095  DESIGNATION -  F 314
 MD0095  PID         -  MD0095
 MD0095  STATE/COUNTY-  OH/PUTNAM
 MD0095  USGS QUAD   -  OTTAWA (1977)
 MD0095
 MD0095                         *CURRENT SURVEY CONTROL
 MD0095  ___________________________________________________________________
 MD0095* NAD 83(1986)-  41 05 39.     (N)    084 06 43.     (W)     SCALED    
 MD0095* NAVD 88     -       223.554  (meters)     733.44   (feet)  ADJUSTED  
 MD0095  ___________________________________________________________________
 MD0095  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 MD0095  DYNAMIC HT  -         223.450 (meters)     733.10  (feet)  COMP
 MD0095  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 MD0095
 MD0095  VERT ORDER  -  FIRST     CLASS I
 MD0095
 MD0095.The horizontal coordinates were scaled from a topographic map and have
 MD0095.an estimated accuracy of +/- 6 seconds.
 MD0095
 MD0095.The orthometric height was determined by differential leveling
 MD0095.and adjusted by the National Geodetic Survey in April 1995..
 MD0095
 MD0095.The geoid height was determined by GEOID03.
 MD0095
 MD0095.The dynamic height is computed by dividing the NAVD 88
 MD0095.geopotential number by the normal gravity value computed on the
 MD0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0095.degrees latitude (g = 980.6199 gals.).
 MD0095
 MD0095.The modeled gravity was interpolated from observed gravity values.
 MD0095
 MD0095;                    North         East    Units  Estimated Accuracy
 MD0095;SPC OH N     -   159,770.      464,590.      MT  (+/- 180 meters Scaled)
 MD0095
 MD0095                          SUPERSEDED SURVEY CONTROL
 MD0095
 MD0095  NAVD 88 (06/15/91)  223.536  (m)          733.38   (f) UNKNOWN     1 1
 MD0095  NGVD 29 (01/19/93)  223.739  (m)          734.05   (f) ADJUSTED    1 1
 MD0095
 MD0095.Superseded values are not recommended for survey control.
 MD0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0095.See file dsdata.txt to determine how the superseded data were derived.
 MD0095
 MD0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL425532(NAD 83)
 MD0095_MARKER: DB = BENCH MARK DISK
 MD0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0095_SP_SET: CONCRETE POST
 MD0095_STAMPING: F 314 1968
 MD0095_MARK LOGO: CGS   
 MD0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0095+STABILITY: SURFACE MOTION
 MD0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0095+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0095
 MD0095  HISTORY     - Date     Condition        Report By
 MD0095  HISTORY     - 1968     MONUMENTED       CGS
 MD0095  HISTORY     - 19921020 GOOD             NGS
 MD0095
 MD0095                          STATION DESCRIPTION
 MD0095
 MD0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0095'6.6 MI W FROM LEIPSIC.
 MD0095'ABOUT 6.55 MILES WEST ALONG STATE HIGHWAY 113 FROM THE CROSSING
 MD0095'OF THE DETROIT, TOLEDO AND IRONTON RAILROAD AT LEIPSIC, 1.0 MILE
 MD0095'EAST OF THE INTERSECTION OF STATE HIGHWAY 108, AT THE INTERSECTION
 MD0095'OF COUNTY ROAD 13, 267 FEET NORTH OF THE CENTER LINE OF THE
 MD0095'HIGHWAY, 22 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD,
 MD0095'2 FEET SOUTH OF POWER LINE POLE 76, 2 FEET NORTH OF A METAL
 MD0095'WITNESS POST, ABOUT LEVEL WITH THE COUNTY ROAD AND SET IN THE TOP
 MD0095'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 MD0095'GROUND.  IN SECTION 30, R 7 E, T 2 N.
 MD0095
 MD0095                          STATION RECOVERY (1992)
 MD0095
 MD0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0095'11.5 KM (7.15 MI) WESTERLY ALONG STATE HIGHWAY 613 FROM THE JUNCTION
 MD0095'OF STATE HIGHWAY 65 IN LEIPSIC, 80.9 M (265.4 FT) NORTH OF THE
 MD0095'HIGHWAY CENTERLINE, 6.9 M (22.6 FT) EAST OF THE CENTER OF COUNTY ROAD
 MD0095'13, 0.6 M (2.0 FT) SOUTH OF UTILITY POLE NUMBER 49, 0.6 M (2.0 FT)
 MD0095'NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD,
 MD0095'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0239 ***********************************************************************
 MD0239  DESIGNATION -  F 315
 MD0239  PID         -  MD0239
 MD0239  STATE/COUNTY-  OH/PAULDING
 MD0239  USGS QUAD   -  PAYNE (1973)
 MD0239
 MD0239                         *CURRENT SURVEY CONTROL
 MD0239  ___________________________________________________________________
 MD0239* NAD 83(1986)-  41 04 52.     (N)    084 42 37.     (W)     SCALED    
 MD0239* NAVD 88     -       227.960  (meters)     747.90   (feet)  ADJUSTED  
 MD0239  ___________________________________________________________________
 MD0239  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MD0239  DYNAMIC HT  -         227.865 (meters)     747.59  (feet)  COMP
 MD0239  MODELED GRAV-     980,201.4   (mgal)                       NAVD 88
 MD0239
 MD0239  VERT ORDER  -  FIRST     CLASS I
 MD0239
 MD0239.The horizontal coordinates were scaled from a topographic map and have
 MD0239.an estimated accuracy of +/- 6 seconds.
 MD0239
 MD0239.The orthometric height was determined by differential leveling
 MD0239.and adjusted by the National Geodetic Survey in April 1995..
 MD0239
 MD0239.The geoid height was determined by GEOID03.
 MD0239
 MD0239.The dynamic height is computed by dividing the NAVD 88
 MD0239.geopotential number by the normal gravity value computed on the
 MD0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0239.degrees latitude (g = 980.6199 gals.).
 MD0239
 MD0239.The modeled gravity was interpolated from observed gravity values.
 MD0239
 MD0239;                    North         East    Units  Estimated Accuracy
 MD0239;SPC OH N     -   159,420.      414,300.      MT  (+/- 180 meters Scaled)
 MD0239
 MD0239                          SUPERSEDED SURVEY CONTROL
 MD0239
 MD0239  NAVD 88 (06/15/91)  227.955  (m)          747.88   (f) UNKNOWN     1 1
 MD0239  NGVD 29 (01/19/93)  228.108  (m)          748.38   (f) ADJUSTED    1 1
 MD0239
 MD0239.Superseded values are not recommended for survey control.
 MD0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0239.See file dsdata.txt to determine how the superseded data were derived.
 MD0239
 MD0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL923502(NAD 83)
 MD0239_MARKER: DB = BENCH MARK DISK
 MD0239_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MD0239_SP_SET: ABUTMENT
 MD0239_STAMPING: F 315 1968
 MD0239_MARK LOGO: CGS   
 MD0239_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0239+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 MD0239
 MD0239  HISTORY     - Date     Condition        Report By
 MD0239  HISTORY     - 1968     MONUMENTED       CGS
 MD0239  HISTORY     - 19921019 GOOD             NGS
 MD0239
 MD0239                          STATION DESCRIPTION
 MD0239
 MD0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0239'0.8 MI E FROM PAYNE.
 MD0239'ABOUT 0.85 MILE EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 MD0239'THE CROSSING OF STATE HIGHWAY 49 AT PAYNE, 0.1 MILE EAST OF THE
 MD0239'CROSSING OF STATE HIGHWAY 113 AND 500, SET ON THE TOP OF THE
 MD0239'NORTH END OF THE WEST CONCRETE ABUTMENT OF THE 134-FOOT LONG
 MD0239'BRIDGE OVER FLATROCK CREEK, 5.5 FEET NORTH OF THE NORTH RAIL AND
 MD0239'1/2 FOOT ABOVE THE LEVEL OF THE TRACK.  IN SECTION 35, R 1 E,
 MD0239'T 2 N.
 MD0239
 MD0239                          STATION RECOVERY (1992)
 MD0239
 MD0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0239'1.2 KM (0.75 MI) EASTERLY ALONG STATE HIGHWAY 613 FROM THE POST
 MD0239'OFFICE IN PAYNE, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG THE NORFOLK
 MD0239'SOUTHERN RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH
 MD0239'END OF THE WEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING
 MD0239'FLATROCK STREET, 1.8 M (5.9 FT) NORTH OF THE NEAR RAIL, AND LEVEL
 MD0239'WITH THE TRACK.  NOTE--THE DISK HAS BEEN MUTILATED AND THE STAMPING
 MD0239'IS VERY DIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1030 ***********************************************************************
 MC1030  DESIGNATION -  F 316
 MC1030  PID         -  MC1030
 MC1030  STATE/COUNTY-  OH/LUCAS
 MC1030  USGS QUAD   -  ROSSFORD (1980)
 MC1030
 MC1030                         *CURRENT SURVEY CONTROL
 MC1030  ___________________________________________________________________
 MC1030* NAD 83(1986)-  41 37 28.     (N)    083 30 54.     (W)     SCALED    
 MC1030* NAVD 88     -       186.465  (meters)     611.76   (feet)  ADJUSTED  
 MC1030  ___________________________________________________________________
 MC1030  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC1030  DYNAMIC HT  -         186.393 (meters)     611.52  (feet)  COMP
 MC1030  MODELED GRAV-     980,230.0   (mgal)                       NAVD 88
 MC1030
 MC1030  VERT ORDER  -  FIRST     CLASS II
 MC1030
 MC1030.The horizontal coordinates were scaled from a topographic map and have
 MC1030.an estimated accuracy of +/- 6 seconds.
 MC1030
 MC1030.The orthometric height was determined by differential leveling
 MC1030.and adjusted by the National Geodetic Survey in June 1991..
 MC1030
 MC1030.The geoid height was determined by GEOID03.
 MC1030
 MC1030.The dynamic height is computed by dividing the NAVD 88
 MC1030.geopotential number by the normal gravity value computed on the
 MC1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1030.degrees latitude (g = 980.6199 gals.).
 MC1030
 MC1030.The modeled gravity was interpolated from observed gravity values.
 MC1030
 MC1030;                    North         East    Units  Estimated Accuracy
 MC1030;SPC OH N     -   217,900.      515,420.      MT  (+/- 180 meters Scaled)
 MC1030
 MC1030                          SUPERSEDED SURVEY CONTROL
 MC1030
 MC1030  NGVD 29 (06/03/92)  186.661  (m)          612.40   (f) ADJUSTED    1 2
 MC1030
 MC1030.Superseded values are not recommended for survey control.
 MC1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1030.See file dsdata.txt to determine how the superseded data were derived.
 MC1030
 MC1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG904111(NAD 83)
 MC1030_MARKER: DV = VERTICAL CONTROL DISK
 MC1030_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC1030_SP_SET: OVERPASS ABUTMENT
 MC1030_STAMPING: F 316 1980
 MC1030_MARK LOGO: NGS   
 MC1030_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1030+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 MC1030
 MC1030  HISTORY     - Date     Condition        Report By
 MC1030  HISTORY     - 1980     MONUMENTED       NGS
 MC1030  HISTORY     - 19930715 GOOD             NGS
 MC1030  HISTORY     - 20040728 GOOD             OHDT
 MC1030
 MC1030                          STATION DESCRIPTION
 MC1030
 MC1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1030'IN TOLEDO.
 MC1030'THE MARK IS 0.3 M BELOW THE RAIL.
 MC1030'IN TOLEDO, 2.65 KILOMETERS (1.65 MILES) SOUTHWEST ALONG THE PENN
 MC1030'CENTRAL RAILROAD FROM THE STATION AT TOLEDO, AT THE PENN CENTRAL
 MC1030'RAILROAD BRIDGE OVER EAST BROADWAY, SET IN THE EAST ABUTMENT ON THE
 MC1030'SOUTHWEST SIDE OF THE RAILROAD, 14.35 METERS (47.0 FEET) SOUTHWEST
 MC1030'OF THE SOUTHWEST RAIL OF THE MOST SOUTHWESTERLY OF TWO SETS OF TRACKS,
 MC1030'0.55 METER (1.8 FEET) EAST OF THE WEST EDGE OF THE ABUTMENT.
 MC1030
 MC1030                          STATION RECOVERY (1993)
 MC1030
 MC1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC1030'IN TOLEDO, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND EAST
 MC1030'BROADWAY STREET, IN TOP OF AND 11.5 M (37.7 FT) NORTH OF THE SOUTH
 MC1030'END OF THE EAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE
 MC1030'STREET, 14.2 M (46.6 FT) SOUTH OF THE NEAR RAIL, 11.6 M (38.1 FT)
 MC1030'EAST OF THE CENTERLINE OF THE STREET, AND 0.3 M (1.0 FT) BELOW THE
 MC1030'LEVEL OF THE TRACK.
 MC1030
 MC1030                          STATION RECOVERY (2004)
 MC1030
 MC1030'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1004 ***********************************************************************
 MC1004  DESIGNATION -  F 317
 MC1004  PID         -  MC1004
 MC1004  STATE/COUNTY-  OH/OTTAWA
 MC1004  USGS QUAD   -  PORT CLINTON (1969)
 MC1004
 MC1004                         *CURRENT SURVEY CONTROL
 MC1004  ___________________________________________________________________
 MC1004* NAD 83(1986)-  41 31 14.     (N)    082 58 49.     (W)     SCALED    
 MC1004* NAVD 88     -       175.160  (meters)     574.67   (feet)  ADJUSTED  
 MC1004  ___________________________________________________________________
 MC1004  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 MC1004  DYNAMIC HT  -         175.088 (meters)     574.43  (feet)  COMP
 MC1004  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 MC1004
 MC1004  VERT ORDER  -  FIRST     CLASS II
 MC1004
 MC1004.The horizontal coordinates were scaled from a topographic map and have
 MC1004.an estimated accuracy of +/- 6 seconds.
 MC1004
 MC1004.The orthometric height was determined by differential leveling
 MC1004.and adjusted by the National Geodetic Survey in June 1991..
 MC1004
 MC1004.The geoid height was determined by GEOID03.
 MC1004
 MC1004.The dynamic height is computed by dividing the NAVD 88
 MC1004.geopotential number by the normal gravity value computed on the
 MC1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1004.degrees latitude (g = 980.6199 gals.).
 MC1004
 MC1004.The modeled gravity was interpolated from observed gravity values.
 MC1004
 MC1004;                    North         East    Units  Estimated Accuracy
 MC1004;SPC OH N     -   205,980.      559,910.      MT  (+/- 180 meters Scaled)
 MC1004
 MC1004                          SUPERSEDED SURVEY CONTROL
 MC1004
 MC1004  NGVD 29 (06/03/92)  175.368  (m)          575.35   (f) ADJUSTED    1 2
 MC1004
 MC1004.Superseded values are not recommended for survey control.
 MC1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1004.See file dsdata.txt to determine how the superseded data were derived.
 MC1004
 MC1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF347984(NAD 83)
 MC1004_MARKER: I = METAL ROD
 MC1004_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC1004_SP_SET: STAINLESS STEEL ROD
 MC1004_STAMPING: F 317 1980
 MC1004_PROJECTION: FLUSH
 MC1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1004_ROD/PIPE-DEPTH: 6.4  meters
 MC1004
 MC1004  HISTORY     - Date     Condition        Report By
 MC1004  HISTORY     - 1980     MONUMENTED       NGS
 MC1004  HISTORY     - 20040729 MARK NOT FOUND   OHDT
 MC1004
 MC1004                          STATION DESCRIPTION
 MC1004
 MC1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1004'3.3 KM WEST FROM PORT CLINTON.
 MC1004'3.3 KILOMETERS (2.05 MILES) NORTHWEST ALONG STATE HIGHWAY 163 FROM THE
 MC1004'NORTH END OF THE BRIDGE OVER PORTAGE RIVER IN PORT CLINTON, AY THE
 MC1004'Y-JUNCTION OF WEST 3 MILE CROSSING (A PAVED ROAD LEADING SOUTHWEST),
 MC1004'SET IN THE GRASSY AREA BETWEEN HIGHWAY 163 AND THE PAVED ROAD, 11.3
 MC1004'METERS (37.0 FEET) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11.3
 MC1004'METERS (37.0 FEET) NORTHWEST OF THE CENTER LINE OF THE PAVED ROAD,
 MC1004'1.35 METERS (4.5 FEET) NORTHEAST OF A POWER POLE WITH A TRANSFORMER
 MC1004'AND ONE GUY WIRE, 1.68 METERS (5.5 FEET) SOUTHWEST OF THE BASE OF THE
 MC1004'GUY WIRE.
 MC1004'THE MARK IS 0.5 M BELOW HIGHWAY.
 MC1004
 MC1004                          STATION RECOVERY (2004)
 MC1004
 MC1004'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1004'GROUND VERY MARSHY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0956 ***********************************************************************
 MC0956  DESIGNATION -  F 318
 MC0956  PID         -  MC0956
 MC0956  STATE/COUNTY-  OH/ERIE
 MC0956  USGS QUAD   -  SANDUSKY (1969)
 MC0956
 MC0956                         *CURRENT SURVEY CONTROL
 MC0956  ___________________________________________________________________
 MC0956* NAD 83(1986)-  41 26 17.     (N)    082 42 05.     (W)     SCALED    
 MC0956* NAVD 88     -       181.946  (meters)     596.93   (feet)  ADJUSTED  
 MC0956  ___________________________________________________________________
 MC0956  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC0956  DYNAMIC HT  -         181.870 (meters)     596.69  (feet)  COMP
 MC0956  MODELED GRAV-     980,207.0   (mgal)                       NAVD 88
 MC0956
 MC0956  VERT ORDER  -  FIRST     CLASS II
 MC0956
 MC0956.The horizontal coordinates were scaled from a topographic map and have
 MC0956.an estimated accuracy of +/- 6 seconds.
 MC0956
 MC0956.The orthometric height was determined by differential leveling
 MC0956.and adjusted by the National Geodetic Survey in June 1991..
 MC0956
 MC0956.The geoid height was determined by GEOID03.
 MC0956
 MC0956.The dynamic height is computed by dividing the NAVD 88
 MC0956.geopotential number by the normal gravity value computed on the
 MC0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0956.degrees latitude (g = 980.6199 gals.).
 MC0956
 MC0956.The modeled gravity was interpolated from observed gravity values.
 MC0956
 MC0956;                    North         East    Units  Estimated Accuracy
 MC0956;SPC OH N     -   196,730.      583,170.      MT  (+/- 180 meters Scaled)
 MC0956
 MC0956                          SUPERSEDED SURVEY CONTROL
 MC0956
 MC0956  NGVD 29 (06/03/92)  182.166  (m)          597.66   (f) ADJUSTED    1 2
 MC0956
 MC0956.Superseded values are not recommended for survey control.
 MC0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0956.See file dsdata.txt to determine how the superseded data were derived.
 MC0956
 MC0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF578887(NAD 83)
 MC0956_MARKER: I = METAL ROD
 MC0956_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC0956+WITH SETTING: INFORMATION.
 MC0956_SP_SET: SHALLOW SET METAL ROD
 MC0956_STAMPING: F 318 1980
 MC0956_PROJECTION: FLUSH
 MC0956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0956+STABILITY: POSITION/ELEVATION WELL
 MC0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0956+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 MC0956_ROD/PIPE-DEPTH: 1.6  meters
 MC0956
 MC0956  HISTORY     - Date     Condition        Report By
 MC0956  HISTORY     - 1980     MONUMENTED       NGS
 MC0956  HISTORY     - 1987     GOOD             USPSQD
 MC0956  HISTORY     - 20040818 GOOD             OHDT
 MC0956
 MC0956                          STATION DESCRIPTION
 MC0956
 MC0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0956'IN SANDUSKY.
 MC0956'IN SANDUSKY, 0.08 KILOMETER (0.05 MILE) SOUTHEAST ALONG COLUMBUS
 MC0956'AVENUE FROM THE OVERPASS BRIDGE OF THE PENN CENTRAL RAILROAD, WEST-
 MC0956'NORTHWEST AND ACROSS COLUMBUS AVENUE FROM THE T-JUNCTION OF HOMESTEAD
 MC0956'STREET, NEAR THE SOUTHEAST END OF THE CONCRETE RETAINING WALL ON THE
 MC0956'SOUTHWEST SIDE OF THE AVENUE, SET IN THE LAWN ON THE NORTHWEST SIDE
 MC0956'OF THE ANDRES-TUCKER FUNERAL HOME, 51.0 METERS (167.0 FEET) NORTH
 MC0956'OF THE NORTH CORNER OF THE FUNERAL HOME, 3.85 METERS (12.6 FEET)
 MC0956'SOUTHWEST OF THE SOUTHWEST EDGE OF THE RETAINING WALL, 3.4 METERS
 MC0956'(11.4 FEET) NORTHWEST OF THE NORTHWEST FACE OF THE WINGWALL AT THE
 MC0956'SOUTHEAST END OF THE RETAINING WALL.
 MC0956'NOTE-A DRILL HOLE WAS DRILLED IN THE UNDERGROUND ROCK AND THE ROD WAS
 MC0956'CEMENTED IN THE ROCK.
 MC0956'THE MARK IS 3.0 M ABOVE AVENUE.
 MC0956
 MC0956                          STATION RECOVERY (1987)
 MC0956
 MC0956'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 MC0956'RECOVERED IN GOOD CONDITION.
 MC0956
 MC0956                          STATION RECOVERY (2004)
 MC0956
 MC0956'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0956'NOW TOFT FUNERAL HOME
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0916 ***********************************************************************
 MC0916  DESIGNATION -  F 319
 MC0916  PID         -  MC0916
 MC0916  STATE/COUNTY-  OH/LORAIN
 MC0916  USGS QUAD   -  VERMILION EAST (1979)
 MC0916
 MC0916                         *CURRENT SURVEY CONTROL
 MC0916  ___________________________________________________________________
 MC0916* NAD 83(1986)-  41 25 46.     (N)    082 16 15.     (W)     SCALED    
 MC0916* NAVD 88     -       183.842  (meters)     603.15   (feet)  ADJUSTED  
 MC0916  ___________________________________________________________________
 MC0916  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 MC0916  DYNAMIC HT  -         183.769 (meters)     602.92  (feet)  COMP
 MC0916  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 MC0916
 MC0916  VERT ORDER  -  FIRST     CLASS II
 MC0916
 MC0916.The horizontal coordinates were scaled from a topographic map and have
 MC0916.an estimated accuracy of +/- 6 seconds.
 MC0916
 MC0916.The orthometric height was determined by differential leveling
 MC0916.and adjusted by the National Geodetic Survey in June 1991..
 MC0916
 MC0916.The geoid height was determined by GEOID03.
 MC0916
 MC0916.The dynamic height is computed by dividing the NAVD 88
 MC0916.geopotential number by the normal gravity value computed on the
 MC0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0916.degrees latitude (g = 980.6199 gals.).
 MC0916
 MC0916.The modeled gravity was interpolated from observed gravity values.
 MC0916
 MC0916;                    North         East    Units  Estimated Accuracy
 MC0916;SPC OH N     -   195,780.      619,150.      MT  (+/- 180 meters Scaled)
 MC0916
 MC0916                          SUPERSEDED SURVEY CONTROL
 MC0916
 MC0916  NGVD 29 (06/03/92)  184.081  (m)          603.94   (f) ADJUSTED    1 2
 MC0916
 MC0916.Superseded values are not recommended for survey control.
 MC0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0916.See file dsdata.txt to determine how the superseded data were derived.
 MC0916
 MC0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF938872(NAD 83)
 MC0916_MARKER: I = METAL ROD
 MC0916_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0916_SP_SET: STAINLESS STEEL ROD
 MC0916_STAMPING: F 319 1980
 MC0916_PROJECTION: FLUSH
 MC0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0916_ROD/PIPE-DEPTH: 5.1  meters
 MC0916
 MC0916  HISTORY     - Date     Condition        Report By
 MC0916  HISTORY     - 1980     MONUMENTED       NGS
 MC0916  HISTORY     - 19970419 POOR             USPSQD
 MC0916  HISTORY     - 20040819 POOR             OHDT
 MC0916
 MC0916                          STATION DESCRIPTION
 MC0916
 MC0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0916'7.6 KM EAST FROM VERMILION.
 MC0916'7.6 KILOMETERS (4.7 MILES) EAST ALONG US HIGHWAY 6 FROM THE WEST END
 MC0916'OF THE BRIDGE OVER THE VERMILION RIVER IN VERMILION, 0.08 KILOMETER
 MC0916'(0.05 MILE) WEST OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH, AT
 MC0916'THE NORTHEAST CORNER OF A 6-FOOT CHAIN LINK FENCE AROUND THE FORD
 MC0916'ASSEMBLY PLANT, 15.25 METERS (50.0 FEET) SOUTH OF THE CENTER LINE OF
 MC0916'THE EASTBOUND LANES OF THE HIGHWAY, 5.7 METERS (18.7 FEET) WEST OF
 MC0916'POWER POLE NUMBER J 39 D J4 12, 1.22 METERS (4.0 FEET) EAST OF THE
 MC0916'NORTHEAST CORNER OF THE FENCE.
 MC0916'THE MARK IS 0.5 M ABOVE HIGHWAY.
 MC0916
 MC0916                          STATION RECOVERY (1997)
 MC0916
 MC0916'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC0916'MARK RECOVERED IN POOR CONDITION.
 MC0916
 MC0916                          STATION RECOVERY (2004)
 MC0916
 MC0916'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0916'CONCRETE COLLAR AROUND MARK HAS BEEN DISTURBED.  IT HAS BEEN PUSHED
 MC0916'OVER IN SUCH A MANNER THAT IS IMPOSSIBLE TO OCCUPY THE ROD MARK.  THE
 MC0916'ROD APPEARS TO BE UNDISTURBED, BUT IN ITS CURRENT STATE, MARK IS
 MC0916'UNUSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1474 ***********************************************************************
 KY1474  DESIGNATION -  F 32
 KY1474  PID         -  KY1474
 KY1474  STATE/COUNTY-  OH/COSHOCTON
 KY1474  USGS QUAD   -  RANDLE (1994)
 KY1474
 KY1474                         *CURRENT SURVEY CONTROL
 KY1474  ___________________________________________________________________
 KY1474* NAD 83(1986)-  40 20 30.     (N)    081 57 35.     (W)     SCALED    
 KY1474* NAVD 88     -       241.602  (meters)     792.66   (feet)  ADJUSTED  
 KY1474  ___________________________________________________________________
 KY1474  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KY1474  DYNAMIC HT  -         241.482 (meters)     792.26  (feet)  COMP
 KY1474  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 KY1474
 KY1474  VERT ORDER  -  SECOND    CLASS 0
 KY1474
 KY1474.The horizontal coordinates were scaled from a topographic map and have
 KY1474.an estimated accuracy of +/- 6 seconds.
 KY1474
 KY1474.The orthometric height was determined by differential leveling
 KY1474.and adjusted by the National Geodetic Survey in June 1991..
 KY1474
 KY1474.The geoid height was determined by GEOID03.
 KY1474
 KY1474.The dynamic height is computed by dividing the NAVD 88
 KY1474.geopotential number by the normal gravity value computed on the
 KY1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1474.degrees latitude (g = 980.6199 gals.).
 KY1474
 KY1474.The modeled gravity was interpolated from observed gravity values.
 KY1474
 KY1474;                    North         East    Units  Estimated Accuracy
 KY1474;SPC OH N     -    75,100.      645,910.      MT  (+/- 180 meters Scaled)
 KY1474
 KY1474                          SUPERSEDED SURVEY CONTROL
 KY1474
 KY1474  NGVD 29 (??/??/92)  241.811  (m)          793.34   (f) ADJ UNCH    2 0
 KY1474
 KY1474.Superseded values are not recommended for survey control.
 KY1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1474.See file dsdata.txt to determine how the superseded data were derived.
 KY1474
 KY1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME184661(NAD 83)
 KY1474_MARKER: DB = BENCH MARK DISK
 KY1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1474_STAMPING: F 32 1934
 KY1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1474+STABILITY: SURFACE MOTION
 KY1474
 KY1474  HISTORY     - Date     Condition        Report By
 KY1474  HISTORY     - 1934     MONUMENTED       CGS
 KY1474  HISTORY     - 1959     MARK NOT FOUND   USGS
 KY1474
 KY1474                          STATION DESCRIPTION
 KY1474
 KY1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1474'2.6 MI E FROM WARSAW.
 KY1474'2.6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1474'AT WARSAW, COSHOCTON COUNTY, 6-1/2 RAILS NORTHEAST OF MILEPOST
 KY1474'K 15 T 18, 0.3 MILE NORTH OF U.S. HIGHWAY 36, 150 FEET EAST OF THE
 KY1474'W.H. DARLING HOUSE, 68 FEET NORTH OF THE CENTER OF THE CROSSING
 KY1474'OF STATE HIGHWAY 234, 18 FEET EAST OF THE CENTERLINE OF THE
 KY1474'HIGHWAY,12 FEET NORTHWEST OF THE NORTHWEST RAIL, 4 FEET EAST OF
 KY1474'A CROSSING SIGN, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A
 KY1474'STANDARD DISK, STAMPED F 32 1934 AND SET IN THE TOP OF A CONCRETE
 KY1474'POST PROJECTING 4 INCHES ABOVE GROUND.
 KY1474
 KY1474                          STATION RECOVERY (1959)
 KY1474
 KY1474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KY1474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1534 ***********************************************************************
 MB1534  DESIGNATION -  F 320
 MB1534  PID         -  MB1534
 MB1534  STATE/COUNTY-  OH/CUYAHOGA
 MB1534  USGS QUAD   -  WEST VIEW (1994)
 MB1534
 MB1534                         *CURRENT SURVEY CONTROL
 MB1534  ___________________________________________________________________
 MB1534* NAD 83(1986)-  41 30 10.     (N)    081 58 01.     (W)     SCALED    
 MB1534* NAVD 88     -       190.718  (meters)     625.71   (feet)  ADJUSTED  
 MB1534  ___________________________________________________________________
 MB1534  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 MB1534  DYNAMIC HT  -         190.644 (meters)     625.47  (feet)  COMP
 MB1534  MODELED GRAV-     980,232.7   (mgal)                       NAVD 88
 MB1534
 MB1534  VERT ORDER  -  FIRST     CLASS II
 MB1534
 MB1534.The horizontal coordinates were scaled from a topographic map and have
 MB1534.an estimated accuracy of +/- 6 seconds.
 MB1534
 MB1534.The orthometric height was determined by differential leveling
 MB1534.and adjusted by the National Geodetic Survey in June 1991..
 MB1534
 MB1534.The geoid height was determined by GEOID03.
 MB1534
 MB1534.The dynamic height is computed by dividing the NAVD 88
 MB1534.geopotential number by the normal gravity value computed on the
 MB1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1534.degrees latitude (g = 980.6199 gals.).
 MB1534
 MB1534.The modeled gravity was interpolated from observed gravity values.
 MB1534
 MB1534;                    North         East    Units  Estimated Accuracy
 MB1534;SPC OH N     -   204,030.      644,500.      MT  (+/- 180 meters Scaled)
 MB1534
 MB1534                          SUPERSEDED SURVEY CONTROL
 MB1534
 MB1534  NGVD 29 (06/03/92)  190.964  (m)          626.52   (f) ADJUSTED    1 2
 MB1534
 MB1534.Superseded values are not recommended for survey control.
 MB1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1534.See file dsdata.txt to determine how the superseded data were derived.
 MB1534
 MB1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF192950(NAD 83)
 MB1534_MARKER: I = METAL ROD
 MB1534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1534_SP_SET: STAINLESS STEEL ROD
 MB1534_STAMPING: F 320 1980
 MB1534_PROJECTION: FLUSH
 MB1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1534+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MB1534_ROD/PIPE-DEPTH: 3.0  meters
 MB1534
 MB1534  HISTORY     - Date     Condition        Report By
 MB1534  HISTORY     - 1980     MONUMENTED       NGS
 MB1534  HISTORY     - 19950706 GOOD             USPSQD
 MB1534  HISTORY     - 20040830 GOOD             OHDT
 MB1534
 MB1534                          STATION DESCRIPTION
 MB1534
 MB1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1534'4.78 KM SE FROM AVON LAKE.
 MB1534'4.78 KILOMETERS (2.95 MILES) EAST-SOUTHEAST ALONG LAKE ROAD (US
 MB1534'HIGHWAY 6 AND STATE HIGHWAY 2) FROM THE JUNCTION OF AVON BELDEN ROAD
 MB1534'(STATE HIGHWAY 83) IN AVON LAKE, TO THE MARK ON THE RIGHT, SET IN THE
 MB1534'NORTH CORNER OF THE LOT OF HOUSE NUMBER 31501, 6.1 KILOMETER (3.8
 MB1534'MILES) NORTH WEST OF THE JUNCTION OF COLUMBIA ROAD (STATE HIGHWAY 252)
 MB1534'IN BAY VILLAGE, 18.35 METERS (60.2 FEET) NORTH-NORTHEAST OF THE
 MB1534'NORTH CORNER OF THE 2-CAR GARAGE OF HOUSE 31501, 2.9 METERS (9.7 FEET)
 MB1534'SOUTHWEST OF POWER POLE 238218, 0.42 METERS (1.4 FEET) SOUTHEAST OF
 MB1534'THE EAST CORNER POST OF A 3-FOOT HIGH WOOD FENCE FOR THE LOT OF
 MB1534'HOUSE 31519, 0.35 METER (1.2 FEET) SOUTHWEST OF THE SOUTHWEST EDGE OF
 MB1534'THE SIDEWALK OF LAKE ROAD.
 MB1534'NOTE-THE ROD WAS DRIVEN TO REFUSAL AT 3.0 METERS.
 MB1534'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MB1534
 MB1534                          STATION RECOVERY (1995)
 MB1534
 MB1534'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1534'RECOVERED IN GOOD CONDITION.
 MB1534
 MB1534                          STATION RECOVERY (2004)
 MB1534
 MB1534'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1517 ***********************************************************************
 MB1517  DESIGNATION -  F 321
 MB1517  PID         -  MB1517
 MB1517  STATE/COUNTY-  OH/CUYAHOGA
 MB1517  USGS QUAD   -  LAKEWOOD (1985)
 MB1517
 MB1517                         *CURRENT SURVEY CONTROL
 MB1517  ___________________________________________________________________
 MB1517* NAD 83(1986)-  41 29 17.     (N)    081 49 51.     (W)     SCALED    
 MB1517* NAVD 88     -       196.563  (meters)     644.89   (feet)  ADJUSTED  
 MB1517  ___________________________________________________________________
 MB1517  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 MB1517  DYNAMIC HT  -         196.487 (meters)     644.64  (feet)  COMP
 MB1517  MODELED GRAV-     980,231.2   (mgal)                       NAVD 88
 MB1517
 MB1517  VERT ORDER  -  FIRST     CLASS II
 MB1517
 MB1517.The horizontal coordinates were scaled from a topographic map and have
 MB1517.an estimated accuracy of +/- 6 seconds.
 MB1517
 MB1517.The orthometric height was determined by differential leveling
 MB1517.and adjusted by the National Geodetic Survey in June 1991..
 MB1517
 MB1517.The geoid height was determined by GEOID03.
 MB1517
 MB1517.The dynamic height is computed by dividing the NAVD 88
 MB1517.geopotential number by the normal gravity value computed on the
 MB1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1517.degrees latitude (g = 980.6199 gals.).
 MB1517
 MB1517.The modeled gravity was interpolated from observed gravity values.
 MB1517
 MB1517;                    North         East    Units  Estimated Accuracy
 MB1517;SPC OH N     -   202,480.      655,880.      MT  (+/- 180 meters Scaled)
 MB1517
 MB1517                          SUPERSEDED SURVEY CONTROL
 MB1517
 MB1517  NGVD 29 (06/03/92)  196.804  (m)          645.68   (f) ADJUSTED    1 2
 MB1517
 MB1517.Superseded values are not recommended for survey control.
 MB1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1517.See file dsdata.txt to determine how the superseded data were derived.
 MB1517
 MB1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF306932(NAD 83)
 MB1517_MARKER: I = METAL ROD
 MB1517_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MB1517_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MB1517_STAMPING: F 321 1980
 MB1517_PROJECTION: FLUSH
 MB1517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB1517+STABILITY: POSITION/ELEVATION WELL
 MB1517_ROD/PIPE-DEPTH: 3.4  meters
 MB1517_SLEEVE-DEPTH  : 3.0 meters
 MB1517
 MB1517  HISTORY     - Date     Condition        Report By
 MB1517  HISTORY     - 1980     MONUMENTED       NGS
 MB1517  HISTORY     - 19950706 POOR             USPSQD
 MB1517  HISTORY     - 20040830 POOR             OHDT
 MB1517
 MB1517                          STATION DESCRIPTION
 MB1517
 MB1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1517'IN LAKEWOOD.
 MB1517'IN LAKEWOOD, AT THE JUNCTION OF BEACH AND LAKE ROAD, 0.16 KILOMETER
 MB1517'(0.10 MILE) NORTH OF THE JUNCTION OF CLIFTON BLOUVARD (HIGHWAYA 6 AND
 MB1517'2), SET IN THE NORTHEAST END OF OVAL LAWN OF THE CIRCULAR ENTRANCE
 MB1517'DRIVE TO CLIFTON CLUB 17884 LAKE ROAD, 21.04 METERS (69 FEET) NORTH OF
 MB1517'THE CENTER OF BEACH ROAD, 20.0 METERS (65.6 FEET) SOUTHEAST OF THE
 MB1517'EAST CORNER OF THE BUILDING, 18.91 METERS (62.0 FEET) WEST OF THE
 MB1517'CENTER OF LAKE ROAD, 10.45 METERS (34.3 FEET) WEST-NORTHWEST OF THE
 MB1517'WEST CORNER OF A U.S. MAIL BOX, 3.67 METERS (12.0 FEET) SOUTH OF
 MB1517'POWER POLE 61750 WITH A SECURITY LIGHT AND IS AT THE NORTHEAST END OF
 MB1517'THE OVAL LAWN.
 MB1517'THE MARK IS ABOVE LEVEL WITH GROUND.
 MB1517
 MB1517                          STATION RECOVERY (1995)
 MB1517
 MB1517'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB1517'MARK RECOVERED IN POOR CONDITION.
 MB1517
 MB1517                          STATION RECOVERY (2004)
 MB1517
 MB1517'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1517'GREASE SLEEVE HAS HEAVED TO BOTTOM OF COLLAR LID.
 MB1517' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1568 ***********************************************************************
 MB1568  DESIGNATION -  F 322
 MB1568  PID         -  MB1568
 MB1568  STATE/COUNTY-  OH/CUYAHOGA
 MB1568  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1568
 MB1568                         *CURRENT SURVEY CONTROL
 MB1568  ___________________________________________________________________
 MB1568* NAD 83(1986)-  41 32 28.     (N)    081 37 31.     (W)     SCALED    
 MB1568* NAVD 88     -       189.117  (meters)     620.46   (feet)  ADJUSTED  
 MB1568  ___________________________________________________________________
 MB1568  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 MB1568  DYNAMIC HT  -         189.043 (meters)     620.22  (feet)  COMP
 MB1568  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 MB1568
 MB1568  VERT ORDER  -  FIRST     CLASS II
 MB1568
 MB1568.The horizontal coordinates were scaled from a topographic map and have
 MB1568.an estimated accuracy of +/- 6 seconds.
 MB1568
 MB1568.The orthometric height was determined by differential leveling
 MB1568.and adjusted by the National Geodetic Survey in June 1991..
 MB1568
 MB1568.The geoid height was determined by GEOID03.
 MB1568
 MB1568.The dynamic height is computed by dividing the NAVD 88
 MB1568.geopotential number by the normal gravity value computed on the
 MB1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1568.degrees latitude (g = 980.6199 gals.).
 MB1568
 MB1568.The modeled gravity was interpolated from observed gravity values.
 MB1568
 MB1568;                    North         East    Units  Estimated Accuracy
 MB1568;SPC OH N     -   208,520.      672,990.      MT  (+/- 180 meters Scaled)
 MB1568
 MB1568                          SUPERSEDED SURVEY CONTROL
 MB1568
 MB1568  NGVD 29 (06/03/92)  189.347  (m)          621.22   (f) ADJUSTED    1 2
 MB1568
 MB1568.Superseded values are not recommended for survey control.
 MB1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1568.See file dsdata.txt to determine how the superseded data were derived.
 MB1568
 MB1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF478990(NAD 83)
 MB1568_MARKER: I = METAL ROD
 MB1568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1568_SP_SET: STAINLESS STEEL ROD
 MB1568_STAMPING: F 322 1981
 MB1568_MARK LOGO: NGS   
 MB1568_PROJECTION: FLUSH
 MB1568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1568+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1568_ROD/PIPE-DEPTH: 8.5  meters
 MB1568
 MB1568  HISTORY     - Date     Condition        Report By
 MB1568  HISTORY     - 1981     MONUMENTED       NGS
 MB1568  HISTORY     - 19891005 GOOD             NGS
 MB1568  HISTORY     - 20040920 GOOD             OHDT
 MB1568
 MB1568                          STATION DESCRIPTION
 MB1568
 MB1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1568'IN CLEVELAND.
 MB1568'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 MB1568'IN CLEVELAND, AT THE NORTHEAST ANGLE OF THE INTERSECTION OF LAKE SHORE
 MB1568'BOULEVARD AND THE STREET ENTRANCE TO THE NAVY FINANCE CENTER
 MB1568'(BRATENAHL ANNEX), 14.33 METERS (47.0 FEET) NORTHWEST OF THE CENTER
 MB1568'LINE OF THE BOULEVARD, 8.23 METERS (27.0 FEET) EAST-SOUTHEAST OF THE
 MB1568'CENTER OF THE STREET, 9.45 METERS (31.0 FEET) WEST-NORTHWEST OF A FIRE
 MB1568'HYDRANT, 0.86 METER (2.8 FEET) SOUTHWEST OF THE SOUTHWEST FENCE
 MB1568'CORNER.
 MB1568
 MB1568                          STATION RECOVERY (1989)
 MB1568
 MB1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1568'IN CLEVELAND, AT THE NORTHEAST ANGLE OF THE INTERSECTION OF LAKE
 MB1568'SHORE BOULEVARD AND THE STREET ENTRANCE TO THE NAVY FINANCE CENTER
 MB1568'(BRATENAHL ANNEX), 14.33 METERS (47.0 FEET) NORTHWEST OF THE CENTER
 MB1568'LINE OF THE BOULEVARD, 8.23 METERS (27.0 FEET) EAST-SOUTHEAST OF THE
 MB1568'CENTER OF THE STREET, 9.45 METERS (31.0 FEET) WEST-NORTHWEST OF A
 MB1568'FIRE HYDRANT, 0.86 METER (2.8 FEET) SOUTHWEST OF THE SOUTHWEST FENCE
 MB1568'CORNER.
 MB1568
 MB1568                          STATION RECOVERY (2004)
 MB1568
 MB1568'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1599 ***********************************************************************
 MB1599  DESIGNATION -  F 323
 MB1599  PID         -  MB1599
 MB1599  STATE/COUNTY-  OH/LAKE
 MB1599  USGS QUAD   -  EASTLAKE (1994)
 MB1599
 MB1599                         *CURRENT SURVEY CONTROL
 MB1599  ___________________________________________________________________
 MB1599* NAD 83(1986)-  41 41 39.     (N)    081 24 16.     (W)     SCALED    
 MB1599* NAVD 88     -       188.674  (meters)     619.01   (feet)  ADJUSTED  
 MB1599  ___________________________________________________________________
 MB1599  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 MB1599  DYNAMIC HT  -         188.606 (meters)     618.78  (feet)  COMP
 MB1599  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 MB1599
 MB1599  VERT ORDER  -  FIRST     CLASS II
 MB1599
 MB1599.The horizontal coordinates were scaled from a topographic map and have
 MB1599.an estimated accuracy of +/- 6 seconds.
 MB1599
 MB1599.The orthometric height was determined by differential leveling
 MB1599.and adjusted by the National Geodetic Survey in June 1991..
 MB1599
 MB1599.The geoid height was determined by GEOID03.
 MB1599
 MB1599.The dynamic height is computed by dividing the NAVD 88
 MB1599.geopotential number by the normal gravity value computed on the
 MB1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1599.degrees latitude (g = 980.6199 gals.).
 MB1599
 MB1599.The modeled gravity was interpolated from observed gravity values.
 MB1599
 MB1599;                    North         East    Units  Estimated Accuracy
 MB1599;SPC OH N     -   225,730.      691,200.      MT  (+/- 180 meters Scaled)
 MB1599
 MB1599                          SUPERSEDED SURVEY CONTROL
 MB1599
 MB1599  NGVD 29 (06/03/92)  188.904  (m)          619.76   (f) ADJUSTED    1 2
 MB1599
 MB1599.Superseded values are not recommended for survey control.
 MB1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1599.See file dsdata.txt to determine how the superseded data were derived.
 MB1599
 MB1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG663159(NAD 83)
 MB1599_MARKER: I = METAL ROD
 MB1599_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1599_SP_SET: STAINLESS STEEL ROD
 MB1599_STAMPING: F 323 1981
 MB1599_MARK LOGO: NGS   
 MB1599_PROJECTION: FLUSH
 MB1599_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1599+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1989
 MB1599_ROD/PIPE-DEPTH: 11.0 meters
 MB1599
 MB1599  HISTORY     - Date     Condition        Report By
 MB1599  HISTORY     - 1981     MONUMENTED       NGS
 MB1599  HISTORY     - 19891012 GOOD             NGS
 MB1599  HISTORY     - 19920615 MARK NOT FOUND   OHDT
 MB1599  HISTORY     - 20001114 MARK NOT FOUND   USPSQD
 MB1599
 MB1599                          STATION DESCRIPTION
 MB1599
 MB1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1599'2.4 KM (1.5 MI) WEST FROM MENTOR ON THE LAKE.
 MB1599'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 MB1599'2.4 KILOMETERS (1.5 MILES) WEST ALONG LAKE SHORE BOULEVARD FROM THE
 MB1599'JUNCTION OF STATE HIGHWAY 306 IN MENTOR-ON-THE-LAKE, TO THE ENTRANCE
 MB1599'TO THE TAM-A-RAC COUNTRY CLUB AND THE MARK ON THE LEFT, 14.63 METERS
 MB1599'(48.0 FEET) SOUTH-SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, 8.85
 MB1599'METERS (29.0 FEET) EAST-NORTHEAST OF THE CENTER OF THE WEST ENTRANCE
 MB1599'TO THE COUNTRY CLUB, 0.83 METER (2.7 FEET) NORTH OF A WOODEN SECURITY
 MB1599'LAMP POLE.
 MB1599
 MB1599                          STATION RECOVERY (1989)
 MB1599
 MB1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1599'2.4 KILOMETERS (1.5 MILES) WEST ALONG LAKE SHORE BOULEVARD FROM THE
 MB1599'JUNCTION OF STATE HIGHWAY 306 IN MENTOR-ON-THE-LAKE, TO THE FORMER
 MB1599'ENTRANCE TO THE TAM-A-RAC COUNTRY CLUB AND THE MARK ON THE LEFT,
 MB1599'14.63 METERS (48.0 FEET) SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 MB1599'BOULEVARD, 35.7 M (117.1 FT) WEST OF THE NORTHWEST CORNER OF HOUSE
 MB1599'NUMBER 38292, 24.4 M (80.1 FT) SOUTH-SOUTHEAST AND ACROSS THE ROAD
 MB1599'FROM A FIRE HYDRANT IN FRONT OF THE SANDCREST APARTMENTS, 8.85 METERS
 MB1599'(29.0 FEET) EAST-NORTHEAST OF THE CENTER OF THE WEST ENTRANCE TO THE
 MB1599'COUNTRY CLUB, 0.83 METER (2.7 FEET) NORTH OF WOODEN SECURITY LAMP
 MB1599'POLE NUMBER 2456, AND 0.18 M (0.6 FT) NORTH OF A WITNESS POST.  THE
 MB1599'TAM-RAC COUNTRY CLUB IS BEING DEVELOPED FOR HOUSING AND CHANGES MAY
 MB1599'OCCUR SOON IN THE VICINITY OF THE MARK.
 MB1599
 MB1599                          STATION RECOVERY (1992)
 MB1599
 MB1599'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992
 MB1599'MARK NOT FOUND.
 MB1599
 MB1599                          STATION RECOVERY (2000)
 MB1599
 MB1599'RECOVERY NOTE BY US POWER SQUADRON 2000 (LAE)
 MB1599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3260 ***********************************************************************
 MB3260  DESIGNATION -  F 323 RESET
 MB3260  PID         -  MB3260
 MB3260  STATE/COUNTY-  OH/LAKE
 MB3260  USGS QUAD   -  EASTLAKE (1994)
 MB3260
 MB3260                         *CURRENT SURVEY CONTROL
 MB3260  ___________________________________________________________________
 MB3260* NAD 83(1986)-  41 41 39.     (N)    081 24 16.     (W)     SCALED    
 MB3260* NAVD 88     -       188.86   (meters)     619.6    (feet)  RESET     
 MB3260  ___________________________________________________________________
 MB3260  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 MB3260
 MB3260  VERT ORDER  -  THIRD
 MB3260
 MB3260.The horizontal coordinates were scaled from a topographic map and have
 MB3260.an estimated accuracy of +/- 6 seconds.
 MB3260
 MB3260.The orthometric height was computed from unverified reset data.
 MB3260.No vertical observational check was made to the station.
 MB3260
 MB3260.The geoid height was determined by GEOID03.
 MB3260
 MB3260;                    North         East    Units  Estimated Accuracy
 MB3260;SPC OH N     -   225,730.      691,200.      MT  (+/- 180 meters Scaled)
 MB3260
 MB3260                          SUPERSEDED SURVEY CONTROL
 MB3260
 MB3260  NGVD 29 (10/13/05)  189.09   (m)          620.4    (f) RESET       3  
 MB3260
 MB3260.Superseded values are not recommended for survey control.
 MB3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3260.See file dsdata.txt to determine how the superseded data were derived.
 MB3260
 MB3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG663159(NAD 83)
 MB3260_MARKER: DV = VERTICAL CONTROL DISK
 MB3260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3260_SP_SET: CONCRETE POST
 MB3260_STAMPING: F 323 RESET 1992
 MB3260_MARK LOGO: NGS   
 MB3260_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB3260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3260+STABILITY: SURFACE MOTION
 MB3260
 MB3260  HISTORY     - Date     Condition        Report By
 MB3260  HISTORY     - 1992     MONUMENTED       OHDT
 MB3260
 MB3260                          STATION DESCRIPTION
 MB3260
 MB3260'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1992
 MB3260'1.5 MILES (2.4 KM) WEST ALONG LAKE SHORE BOULEVARD FROM THE JUNCTION
 MB3260'OF STATE HIGHWAY 306 IN MENTOR-ON-THE-LAKE, MARK SET ON MARGIN OF
 MB3260'STATE ROUTE 283, 95.44 FEET (29.09 M) AND 137.15 FEET (41.80 M) FROM
 MB3260'SOUTHWEST AND SOUTHEAST CORNERS OF SANDCREST APARTMENT BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1637 ***********************************************************************
 MB1637  DESIGNATION -  F 324
 MB1637  PID         -  MB1637
 MB1637  STATE/COUNTY-  OH/LAKE
 MB1637  USGS QUAD   -  PERRY (1994)
 MB1637
 MB1637                         *CURRENT SURVEY CONTROL
 MB1637  ___________________________________________________________________
 MB1637* NAD 83(1986)-  41 45 18.     (N)    081 14 11.     (W)     SCALED    
 MB1637* NAVD 88     -       189.824  (meters)     622.78   (feet)  ADJUSTED  
 MB1637  ___________________________________________________________________
 MB1637  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 MB1637  DYNAMIC HT  -         189.756 (meters)     622.56  (feet)  COMP
 MB1637  MODELED GRAV-     980,258.6   (mgal)                       NAVD 88
 MB1637
 MB1637  VERT ORDER  -  FIRST     CLASS II
 MB1637
 MB1637.The horizontal coordinates were scaled from a topographic map and have
 MB1637.an estimated accuracy of +/- 6 seconds.
 MB1637
 MB1637.The orthometric height was determined by differential leveling
 MB1637.and adjusted by the National Geodetic Survey in June 1991..
 MB1637
 MB1637.The geoid height was determined by GEOID03.
 MB1637
 MB1637.The dynamic height is computed by dividing the NAVD 88
 MB1637.geopotential number by the normal gravity value computed on the
 MB1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1637.degrees latitude (g = 980.6199 gals.).
 MB1637
 MB1637.The modeled gravity was interpolated from observed gravity values.
 MB1637
 MB1637;                    North         East    Units  Estimated Accuracy
 MB1637;SPC OH N     -   232,670.      705,090.      MT  (+/- 180 meters Scaled)
 MB1637
 MB1637                          SUPERSEDED SURVEY CONTROL
 MB1637
 MB1637  NGVD 29 (06/03/92)  190.048  (m)          623.52   (f) ADJUSTED    1 2
 MB1637
 MB1637.Superseded values are not recommended for survey control.
 MB1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1637.See file dsdata.txt to determine how the superseded data were derived.
 MB1637
 MB1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG803226(NAD 83)
 MB1637_MARKER: I = METAL ROD
 MB1637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1637_SP_SET: STAINLESS STEEL ROD
 MB1637_STAMPING: F 324 1981
 MB1637_MARK LOGO: NGS   
 MB1637_PROJECTION: FLUSH
 MB1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1637_ROD/PIPE-DEPTH: 6.1  meters
 MB1637
 MB1637  HISTORY     - Date     Condition        Report By
 MB1637  HISTORY     - 1981     MONUMENTED       NGS
 MB1637  HISTORY     - 19940904 GOOD             USPSQD
 MB1637  HISTORY     - 20041117 MARK NOT FOUND   OHDT
 MB1637
 MB1637                          STATION DESCRIPTION
 MB1637
 MB1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1637'3.0 KM (1.9 MI) EAST FROM FAIRPORT HARBOR.
 MB1637'3.0 KILOMETERS (1.9 MILES) EAST ALONG STATE HIGHWAY 535 FROM THE
 MB1637'JUNCTION OF SIXTH STREET IN FAIRPORT HARBOR, TO THE ENTRANCE OF GATE
 MB1637'NUMBER 3 OF THE PAINESVILLE UNIROYAL PLANT AND THE MARK ON THE LEFT,
 MB1637'13.11 METERS (43.0 FEET) NORTH OF THE CENTER LINE OF THE HIGHWAY, 7.32
 MB1637'METERS (24.0 FEET) EAST OF THE CENTER OF THE ENTRANCE ROAD, 3.6 METERS
 MB1637'(11.8 FEET) NORTHWEST OF THE NORTH POST OF THE GATE NUMBER 3 SIGN,
 MB1637'0.82 METER (2.7 FEET) EAST OF THE EAST EDGE OF A CONCRETE BASE FOR A
 MB1637'STREET LAMP.
 MB1637'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MB1637
 MB1637                          STATION RECOVERY (1994)
 MB1637
 MB1637'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1637'RECOVERED IN GOOD CONDITION.
 MB1637
 MB1637                          STATION RECOVERY (2004)
 MB1637
 MB1637'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1637'UNABLE TO ACCESS MARK
 MB1637'LOCATED ON FENCED IN FORMER FACTORY SITE.
 MB1637'THERE ARE ENVIRONMENTAL CONCERNS ABOUT THIS SITE.  TAKE CAUTION.
 MB1637' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1662 ***********************************************************************
 MB1662  DESIGNATION -  F 325
 MB1662  PID         -  MB1662
 MB1662  STATE/COUNTY-  OH/ASHTABULA
 MB1662  USGS QUAD   -  GENEVA (1994)
 MB1662
 MB1662                         *CURRENT SURVEY CONTROL
 MB1662  ___________________________________________________________________
 MB1662* NAD 83(1986)-  41 48 52.     (N)    080 54 58.     (W)     SCALED    
 MB1662* NAVD 88     -       204.775  (meters)     671.83   (feet)  ADJUSTED  
 MB1662  ___________________________________________________________________
 MB1662  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 MB1662  DYNAMIC HT  -         204.699 (meters)     671.58  (feet)  COMP
 MB1662  MODELED GRAV-     980,246.6   (mgal)                       NAVD 88
 MB1662
 MB1662  VERT ORDER  -  FIRST     CLASS II
 MB1662
 MB1662.The horizontal coordinates were scaled from a topographic map and have
 MB1662.an estimated accuracy of +/- 6 seconds.
 MB1662
 MB1662.The orthometric height was determined by differential leveling
 MB1662.and adjusted by the National Geodetic Survey in June 1991..
 MB1662
 MB1662.The geoid height was determined by GEOID03.
 MB1662
 MB1662.The dynamic height is computed by dividing the NAVD 88
 MB1662.geopotential number by the normal gravity value computed on the
 MB1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1662.degrees latitude (g = 980.6199 gals.).
 MB1662
 MB1662.The modeled gravity was interpolated from observed gravity values.
 MB1662
 MB1662;                    North         East    Units  Estimated Accuracy
 MB1662;SPC OH N     -   239,710.      731,600.      MT  (+/- 180 meters Scaled)
 MB1662
 MB1662                          SUPERSEDED SURVEY CONTROL
 MB1662
 MB1662  NGVD 29 (06/03/92)  204.987  (m)          672.53   (f) ADJUSTED    1 2
 MB1662
 MB1662.Superseded values are not recommended for survey control.
 MB1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1662.See file dsdata.txt to determine how the superseded data were derived.
 MB1662
 MB1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG069291(NAD 83)
 MB1662_MARKER: I = METAL ROD
 MB1662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1662_SP_SET: STAINLESS STEEL ROD
 MB1662_STAMPING: F 325 1981
 MB1662_MARK LOGO: NGS   
 MB1662_PROJECTION: FLUSH
 MB1662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1662_ROD/PIPE-DEPTH: 6.1  meters
 MB1662
 MB1662  HISTORY     - Date     Condition        Report By
 MB1662  HISTORY     - 1981     MONUMENTED       NGS
 MB1662  HISTORY     - 19931029 GOOD             OHDT
 MB1662  HISTORY     - 19960804 GOOD             USPSQD
 MB1662
 MB1662                          STATION DESCRIPTION
 MB1662
 MB1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1662'2.8 KM (1.75 MI) EAST FROM GENEVA.
 MB1662'2.8 KILOMETERS (1.75 MILES) EAST ALONG U.S. HIGHWAY 20 FROM THE
 MB1662'JUNCTION OF STATE HIGHWAY 534 IN GENEVA, TO MYERS ROAD AND THE MARK IN
 MB1662'THE SOUTHEAST ANGLE OF THE INTERSECTION ON THE PROPERTY OF THE
 MB1662'MARATHON GAS COMPANY, 45.12 METERS (149.0 FEET) SOUTH-SOUTHEAST OF THE
 MB1662'CENTER LINE OF THE HIGHWAY, 21.95 METERS (72.0 FEET) EAST OF THE
 MB1662'CENTER OF MYERS ROAD, 3.72 METERS (12.2 FEET) NORTH OF THE NORTHWEST
 MB1662'CORNER OF A 7-FOOT CHAIN LINK FENCE AROUND A SUBSTATION, 2.74 METERS
 MB1662'(9.0 FEET) SOUTH OF THE SOUTH EDGE OF THE PARKING LOT.
 MB1662'THE MARK IS ABOVE LEVEL WITH ROAD.
 MB1662
 MB1662                          STATION RECOVERY (1993)
 MB1662
 MB1662'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1662'-------REPORT BY OHDT--------YEAR 1993---------CONDITION - GOOD
 MB1662' 
 MB1662'MARATHON GAS STATION IS NOW AN AUTO REPAIR SHOP.
 MB1662
 MB1662                          STATION RECOVERY (1996)
 MB1662
 MB1662'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1685 ***********************************************************************
 MB1685  DESIGNATION -  F 326
 MB1685  PID         -  MB1685
 MB1685  STATE/COUNTY-  OH/ASHTABULA
 MB1685  USGS QUAD   -  ASHTABULA SOUTH (1970)
 MB1685
 MB1685                         *CURRENT SURVEY CONTROL
 MB1685  ___________________________________________________________________
 MB1685* NAD 83(1986)-  41 52 17.     (N)    080 46 21.     (W)     SCALED    
 MB1685* NAVD 88     -       209.751  (meters)     688.16   (feet)  ADJUSTED  
 MB1685  ___________________________________________________________________
 MB1685  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 MB1685  DYNAMIC HT  -         209.676 (meters)     687.91  (feet)  COMP
 MB1685  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 MB1685
 MB1685  VERT ORDER  -  FIRST     CLASS II
 MB1685
 MB1685.The horizontal coordinates were scaled from a topographic map and have
 MB1685.an estimated accuracy of +/- 6 seconds.
 MB1685
 MB1685.The orthometric height was determined by differential leveling
 MB1685.and adjusted by the National Geodetic Survey in June 1991..
 MB1685
 MB1685.The geoid height was determined by GEOID03.
 MB1685
 MB1685.The dynamic height is computed by dividing the NAVD 88
 MB1685.geopotential number by the normal gravity value computed on the
 MB1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1685.degrees latitude (g = 980.6199 gals.).
 MB1685
 MB1685.The modeled gravity was interpolated from observed gravity values.
 MB1685
 MB1685;                    North         East    Units  Estimated Accuracy
 MB1685;SPC OH N     -   246,260.      743,410.      MT  (+/- 180 meters Scaled)
 MB1685
 MB1685                          SUPERSEDED SURVEY CONTROL
 MB1685
 MB1685  NGVD 29 (06/03/92)  209.960  (m)          688.84   (f) ADJUSTED    1 2
 MB1685
 MB1685.Superseded values are not recommended for survey control.
 MB1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1685.See file dsdata.txt to determine how the superseded data were derived.
 MB1685
 MB1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG188355(NAD 83)
 MB1685_MARKER: I = METAL ROD
 MB1685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1685_SP_SET: STAINLESS STEEL ROD
 MB1685_STAMPING: F 326 1981
 MB1685_MARK LOGO: NGS   
 MB1685_PROJECTION: FLUSH
 MB1685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1685_ROD/PIPE-DEPTH: 7.4  meters
 MB1685
 MB1685  HISTORY     - Date     Condition        Report By
 MB1685  HISTORY     - 1981     MONUMENTED       NGS
 MB1685  HISTORY     - 19931013 GOOD             OHDT
 MB1685  HISTORY     - 19960707 GOOD             USPSQD
 MB1685  HISTORY     - 19970706 GOOD             USPSQD
 MB1685
 MB1685                          STATION DESCRIPTION
 MB1685
 MB1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1685'IN ASHTABULA.
 MB1685'IN ASHTABULA, AT THE NORTH ENTRANCE ROAD OF EDGEWOOD CEMETERY ON STATE
 MB1685'HIGHWAY 84, 0.3 KILOMETER (0.2 MILE) SOUTH OF THE JUNCTION OF U.S.
 MB1685'HIGHWAY 20, THE MARK IS ON THE NORTH SIDE OF THE METAL POLE SUPPORTING
 MB1685'THE CEMETERY SIGN, 19.82 METERS (65.0 FEET) WEST OF THE CENTER LINE OF
 MB1685'HIGHWAY 84, 10.98 METERS (36.0 FEET) EAST-NORTHEAST OF THE NORTHEAST
 MB1685'CORNER OF A BROWN GRANITE HEADSTONE INSCRIBED (FOX), 5.49 METERS
 MB1685'(18.0 FEET) SOUTH OF THE CENTER OF THE NORTH ENTRANCE DRIVE OF THE
 MB1685'CEMETERY, 1.22 METERS (4.0 FEET) NORTH OF THE METAL POLE SUPPORTING
 MB1685'THE CEMETERY SIGN.
 MB1685'THE MARK IS 0.3 M BELOW HIGHWAY.
 MB1685
 MB1685                          STATION RECOVERY (1993)
 MB1685
 MB1685'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1685'RECOVERED IN GOOD CONDITION.
 MB1685
 MB1685                          STATION RECOVERY (1996)
 MB1685
 MB1685'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1685'RECOVERED IN GOOD CONDITION.
 MB1685
 MB1685                          STATION RECOVERY (1997)
 MB1685
 MB1685'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1481 ***********************************************************************
 KY1481  DESIGNATION -  F 33
 KY1481  PID         -  KY1481
 KY1481  STATE/COUNTY-  OH/COSHOCTON
 KY1481  USGS QUAD   -  FRESNO (1994)
 KY1481
 KY1481                         *CURRENT SURVEY CONTROL
 KY1481  ___________________________________________________________________
 KY1481* NAD 83(1986)-  40 16 20.     (N)    081 42 26.     (W)     SCALED    
 KY1481* NAVD 88     -       236.642  (meters)     776.38   (feet)  ADJUSTED  
 KY1481  ___________________________________________________________________
 KY1481  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KY1481  DYNAMIC HT  -         236.522 (meters)     775.99  (feet)  COMP
 KY1481  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 KY1481
 KY1481  VERT ORDER  -  SECOND    CLASS 0
 KY1481
 KY1481.The horizontal coordinates were scaled from a topographic map and have
 KY1481.an estimated accuracy of +/- 6 seconds.
 KY1481
 KY1481.The orthometric height was determined by differential leveling
 KY1481.and adjusted by the National Geodetic Survey in June 1991..
 KY1481
 KY1481.The geoid height was determined by GEOID03.
 KY1481
 KY1481.The dynamic height is computed by dividing the NAVD 88
 KY1481.geopotential number by the normal gravity value computed on the
 KY1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1481.degrees latitude (g = 980.6199 gals.).
 KY1481
 KY1481.The modeled gravity was interpolated from observed gravity values.
 KY1481
 KY1481;                    North         East    Units  Estimated Accuracy
 KY1481;SPC OH N     -    67,550.      667,430.      MT  (+/- 180 meters Scaled)
 KY1481
 KY1481                          SUPERSEDED SURVEY CONTROL
 KY1481
 KY1481  NGVD 29 (??/??/92)  236.856  (m)          777.09   (f) ADJ UNCH    2 0
 KY1481
 KY1481.Superseded values are not recommended for survey control.
 KY1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1481.See file dsdata.txt to determine how the superseded data were derived.
 KY1481
 KY1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME398582(NAD 83)
 KY1481_MARKER: DB = BENCH MARK DISK
 KY1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1481_STAMPING: F 33 1935
 KY1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1481+STABILITY: SURFACE MOTION
 KY1481
 KY1481  HISTORY     - Date     Condition        Report By
 KY1481  HISTORY     - 1935     MONUMENTED       CGS
 KY1481  HISTORY     - 1961     GOOD             LOCSUR
 KY1481
 KY1481                          STATION DESCRIPTION
 KY1481
 KY1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY1481'2.3 MI E FROM WEST LAFAYETTE.
 KY1481'2.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1481'AT WEST LAFAYETTE, COSHOCTON COUNTY, 0.5 MILE WEST OF THE
 KY1481'INTERSECTION OF STATE HIGHWAY 75, 0.1 MILE NORTH OF U.S. HIGHWAY
 KY1481'36, 41 FEET WEST OF THE CENTER OF A DIRT-ROAD CROSSING, 38
 KY1481'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 3.2 FEET
 KY1481'NORTHEAST OF A POLE, 1.9 FEET SOUTH OF THE FENCE, AND ABOUT
 KY1481'8 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 33 1935
 KY1481'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 KY1481'ABOVE GROUND.  NOTE-- STAMPING FOUND ON MARKER F 33 1934.
 KY1481
 KY1481                          STATION RECOVERY (1961)
 KY1481
 KY1481'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 KY1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1808 ***********************************************************************
 MB1808  DESIGNATION -  F 337
 MB1808  PID         -  MB1808
 MB1808  STATE/COUNTY-  OH/CUYAHOGA
 MB1808  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB1808
 MB1808                         *CURRENT SURVEY CONTROL
 MB1808  ___________________________________________________________________
 MB1808* NAD 83(1986)-  41 23 03.     (N)    081 31 47.     (W)     SCALED    
 MB1808* NAVD 88     -       283.162  (meters)     929.01   (feet)  ADJUSTED  
 MB1808  ___________________________________________________________________
 MB1808  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB1808  DYNAMIC HT  -         283.043 (meters)     928.62  (feet)  COMP
 MB1808  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 MB1808
 MB1808  VERT ORDER  -  FIRST     CLASS II
 MB1808
 MB1808.The horizontal coordinates were scaled from a topographic map and have
 MB1808.an estimated accuracy of +/- 6 seconds.
 MB1808
 MB1808.The orthometric height was determined by differential leveling
 MB1808.and adjusted by the National Geodetic Survey in June 1991..
 MB1808
 MB1808.The geoid height was determined by GEOID03.
 MB1808
 MB1808.The dynamic height is computed by dividing the NAVD 88
 MB1808.geopotential number by the normal gravity value computed on the
 MB1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1808.degrees latitude (g = 980.6199 gals.).
 MB1808
 MB1808.The modeled gravity was interpolated from observed gravity values.
 MB1808
 MB1808;                    North         East    Units  Estimated Accuracy
 MB1808;SPC OH N     -   191,180.      681,150.      MT  (+/- 180 meters Scaled)
 MB1808
 MB1808                          SUPERSEDED SURVEY CONTROL
 MB1808
 MB1808  NGVD 29 (06/03/92)  283.377  (m)          929.71   (f) ADJUSTED    1 2
 MB1808
 MB1808.Superseded values are not recommended for survey control.
 MB1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1808.See file dsdata.txt to determine how the superseded data were derived.
 MB1808
 MB1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF557815(NAD 83)
 MB1808_MARKER: I = METAL ROD
 MB1808_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1808_SP_SET: STAINLESS STEEL ROD
 MB1808_STAMPING: F 337 1983
 MB1808_MARK LOGO: NGS   
 MB1808_PROJECTION: FLUSH
 MB1808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1808_ROD/PIPE-DEPTH: 5.5  meters
 MB1808
 MB1808  HISTORY     - Date     Condition        Report By
 MB1808  HISTORY     - 1983     MONUMENTED       NGS
 MB1808  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 MB1808
 MB1808                          STATION DESCRIPTION
 MB1808
 MB1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1808'IN BEDFORD.
 MB1808'IN BEDFORD, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF UNION
 MB1808'AVENUE AND EGBERT ROAD, 14.11 METERS (46.3 FT) SOUTH OF THE CENTERLINE
 MB1808'OF UNION AVENUE, 11.98 METERS (39.3 FT) WEST OF THE CENTERLINE OF
 MB1808'EGBERT ROAD, 9.91 METERS (32.5 FT) SOUTHEAST OF UTILITY POLE 800043
 MB1808'WITH A STREET LAMP, 3.35 METERS (11.0 FT) SOUTH OF THE NORTH CORNER OF
 MB1808'A STEEL GUARDRAIL.
 MB1808'THE MARK IS 0.18 M ABOVE UNION AVENUE.
 MB1808
 MB1808                          STATION RECOVERY (1994)
 MB1808
 MB1808'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1231 ***********************************************************************
 JY1231  DESIGNATION -  F 338
 JY1231  PID         -  JY1231
 JY1231  STATE/COUNTY-  OH/ROSS
 JY1231  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY1231
 JY1231                         *CURRENT SURVEY CONTROL
 JY1231  ___________________________________________________________________
 JY1231* NAD 83(1986)-  39 20 04.     (N)    082 59 26.     (W)     SCALED    
 JY1231* NAVD 88     -       192.554  (meters)     631.74   (feet)  ADJUSTED  
 JY1231  ___________________________________________________________________
 JY1231  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JY1231  DYNAMIC HT  -         192.436 (meters)     631.35  (feet)  COMP
 JY1231  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 JY1231
 JY1231  VERT ORDER  -  FIRST     CLASS II
 JY1231
 JY1231.The horizontal coordinates were scaled from a topographic map and have
 JY1231.an estimated accuracy of +/- 6 seconds.
 JY1231
 JY1231.The orthometric height was determined by differential leveling
 JY1231.and adjusted by the National Geodetic Survey in June 1991..
 JY1231
 JY1231.The geoid height was determined by GEOID03.
 JY1231
 JY1231.The dynamic height is computed by dividing the NAVD 88
 JY1231.geopotential number by the normal gravity value computed on the
 JY1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1231.degrees latitude (g = 980.6199 gals.).
 JY1231
 JY1231.The modeled gravity was interpolated from observed gravity values.
 JY1231
 JY1231;                    North         East    Units  Estimated Accuracy
 JY1231;SPC OH S     -   148,260.      557,710.      MT  (+/- 180 meters Scaled)
 JY1231
 JY1231                          SUPERSEDED SURVEY CONTROL
 JY1231
 JY1231  NGVD 29 (06/03/91)  192.722  (m)          632.29   (f) ADJUSTED    1 2
 JY1231
 JY1231.Superseded values are not recommended for survey control.
 JY1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1231.See file dsdata.txt to determine how the superseded data were derived.
 JY1231
 JY1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD284557(NAD 83)
 JY1231_MARKER: I = METAL ROD
 JY1231_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JY1231_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JY1231_STAMPING: F 338 1984
 JY1231_MARK LOGO: NGS   
 JY1231_PROJECTION: FLUSH
 JY1231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY1231+STABILITY: POSITION/ELEVATION WELL
 JY1231_ROD/PIPE-DEPTH: 34.3 meters
 JY1231_SLEEVE-DEPTH  : 6.1 meters
 JY1231
 JY1231  HISTORY     - Date     Condition        Report By
 JY1231  HISTORY     - 1984     MONUMENTED       NGS
 JY1231
 JY1231                          STATION DESCRIPTION
 JY1231
 JY1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1231'IN CHILLICOTHE.
 JY1231'IN CHILLICOTHE, AT THE JUNCTION OF WEST WATER STREET AND CHURCH
 JY1231'STREET, AT THE SOUTHEAST CORNER OF ST PETERS CATHOLIC CHURCH,
 JY1231'6.10 METERS (20.0 FT) NORTH OF THE NORTH CURB OF WEST WATER STREET,
 JY1231'5.36 METERS (17.6 FT) WEST OF THE WEST CURB OF CHURCH STREET, 2.74
 JY1231'MTERS (9.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 1.64
 JY1231'MTERS (5.4 FT) SOUTHEAST OF A SIGN (ST PETERS CHURCH).
 JY1231'THE MARK IS 0.30 M ABOVE WEST WATER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1256 ***********************************************************************
 JY1256  DESIGNATION -  F 339
 JY1256  PID         -  JY1256
 JY1256  STATE/COUNTY-  OH/ROSS
 JY1256  USGS QUAD   -  SOUTH SALEM (1985)
 JY1256
 JY1256                         *CURRENT SURVEY CONTROL
 JY1256  ___________________________________________________________________
 JY1256* NAD 83(1986)-  39 21 12.     (N)    083 22 00.     (W)     SCALED    
 JY1256* NAVD 88     -       275.661  (meters)     904.40   (feet)  ADJUSTED  
 JY1256  ___________________________________________________________________
 JY1256  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 JY1256  DYNAMIC HT  -         275.502 (meters)     903.88  (feet)  COMP
 JY1256  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 JY1256
 JY1256  VERT ORDER  -  FIRST     CLASS II
 JY1256
 JY1256.The horizontal coordinates were scaled from a topographic map and have
 JY1256.an estimated accuracy of +/- 6 seconds.
 JY1256
 JY1256.The orthometric height was determined by differential leveling
 JY1256.and adjusted by the National Geodetic Survey in June 1991..
 JY1256
 JY1256.The geoid height was determined by GEOID03.
 JY1256
 JY1256.The dynamic height is computed by dividing the NAVD 88
 JY1256.geopotential number by the normal gravity value computed on the
 JY1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1256.degrees latitude (g = 980.6199 gals.).
 JY1256
 JY1256.The modeled gravity was interpolated from observed gravity values.
 JY1256
 JY1256;                    North         East    Units  Estimated Accuracy
 JY1256;SPC OH S     -   150,600.      525,310.      MT  (+/- 180 meters Scaled)
 JY1256
 JY1256                          SUPERSEDED SURVEY CONTROL
 JY1256
 JY1256  NGVD 29 (06/03/91)  275.827  (m)          904.94   (f) ADJUSTED    1 2
 JY1256
 JY1256.Superseded values are not recommended for survey control.
 JY1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1256.See file dsdata.txt to determine how the superseded data were derived.
 JY1256
 JY1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD960586(NAD 83)
 JY1256_MARKER: I = METAL ROD
 JY1256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JY1256_SP_SET: STAINLESS STEEL ROD
 JY1256_STAMPING: F 339 1984
 JY1256_MARK LOGO: NGS   
 JY1256_PROJECTION: FLUSH
 JY1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1256_ROD/PIPE-DEPTH: 7.2  meters
 JY1256
 JY1256  HISTORY     - Date     Condition        Report By
 JY1256  HISTORY     - 1984     MONUMENTED       NGS
 JY1256
 JY1256                          STATION DESCRIPTION
 JY1256
 JY1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1256'1.4 KM (0.9 MI) NE FROM GREENFIELD.
 JY1256'1.4 KM (0.9 MI) NORTHEAST ALONG STATE HIGHWAY 28 FROM THE CITY HALL IN
 JY1256'GREENFIELD TO THE MARK ON THE LEFT, AT A STEEL POLE SUPPORTING TWO
 JY1256'CAUTION LIGHTS AT THE JUNCTION OF STATE HIGHWAY 41 SOUTH, 13.26 METERS
 JY1256'(43.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25.60
 JY1256'METERS (84.0 FT) NORTHWEST OF THE CENTER OF A PRIVATE DRIVE LEADING
 JY1256'NORTH, 13.72 METERS (45.0 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF
 JY1256'HIGHWAY 41, 1.13 METERS (3.7 FT) NORTHWEST OF THE STEEL POLE.
 JY1256'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1154 ***********************************************************************
 JY1154  DESIGNATION -  F 34
 JY1154  PID         -  JY1154
 JY1154  STATE/COUNTY-  OH/CLARK
 JY1154  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1154
 JY1154                         *CURRENT SURVEY CONTROL
 JY1154  ___________________________________________________________________
 JY1154* NAD 83(1986)-  39 54 01.     (N)    083 40 35.     (W)     SCALED    
 JY1154* NAVD 88     -       333.707  (meters)    1094.84   (feet)  ADJUSTED  
 JY1154  ___________________________________________________________________
 JY1154  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JY1154  DYNAMIC HT  -         333.520 (meters)    1094.22  (feet)  COMP
 JY1154  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 JY1154
 JY1154  VERT ORDER  -  SECOND    CLASS 0
 JY1154
 JY1154.The horizontal coordinates were scaled from a topographic map and have
 JY1154.an estimated accuracy of +/- 6 seconds.
 JY1154
 JY1154.The orthometric height was determined by differential leveling
 JY1154.and adjusted by the National Geodetic Survey in June 1991..
 JY1154
 JY1154.The geoid height was determined by GEOID03.
 JY1154
 JY1154.The dynamic height is computed by dividing the NAVD 88
 JY1154.geopotential number by the normal gravity value computed on the
 JY1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1154.degrees latitude (g = 980.6199 gals.).
 JY1154
 JY1154.The modeled gravity was interpolated from observed gravity values.
 JY1154
 JY1154;                    North         East    Units  Estimated Accuracy
 JY1154;SPC OH S     -   211,620.      499,400.      MT  (+/- 180 meters Scaled)
 JY1154
 JY1154                          SUPERSEDED SURVEY CONTROL
 JY1154
 JY1154  NGVD 29 (??/??/92)  333.881  (m)         1095.41   (f) ADJ UNCH    2 0
 JY1154
 JY1154.Superseded values are not recommended for survey control.
 JY1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1154.See file dsdata.txt to determine how the superseded data were derived.
 JY1154
 JY1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE711201(NAD 83)
 JY1154_MARKER: DB = BENCH MARK DISK
 JY1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1154_STAMPING: F 34 1934
 JY1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1154+STABILITY: SURFACE MOTION
 JY1154
 JY1154  HISTORY     - Date     Condition        Report By
 JY1154  HISTORY     - 1934     MONUMENTED       CGS
 JY1154  HISTORY     - 1957     GOOD             NGS
 JY1154  HISTORY     - 1959     MARK NOT FOUND   USGS
 JY1154
 JY1154                          STATION DESCRIPTION
 JY1154
 JY1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JY1154'7.1 MI E FROM SPRINGFIELD.
 JY1154'7.1 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 JY1154'LOUIS RAILWAY FROM THE STATION AT SPRINGFIELD, CLARK COUNTY, 0.2
 JY1154'MILE EAST OF MILEPOST 178, 61 YARDS NORTH OF POLE 175+35, AT A
 JY1154'GRAVEL-ROAD CROSSING, 34.5 FEET SOUTH OF THE SOUTH RAIL, 25 FEET
 JY1154'EAST OF THE CENTERLINE OF THE ROAD, 2.2 FEET NORTH OF THE FENCE
 JY1154'LINE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 JY1154'STAMPED F 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JY1154
 JY1154                          STATION RECOVERY (1959)
 JY1154
 JY1154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JY1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1280 ***********************************************************************
 JY1280  DESIGNATION -  F 340
 JY1280  PID         -  JY1280
 JY1280  STATE/COUNTY-  OH/CLINTON
 JY1280  USGS QUAD   -  NEW VIENNA (1960)
 JY1280
 JY1280                         *CURRENT SURVEY CONTROL
 JY1280  ___________________________________________________________________
 JY1280* NAD 83(1986)-  39 19 20.     (N)    083 44 15.     (W)     SCALED    
 JY1280* NAVD 88     -       319.578  (meters)    1048.48   (feet)  ADJUSTED  
 JY1280  ___________________________________________________________________
 JY1280  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 JY1280  DYNAMIC HT  -         319.391 (meters)    1047.87  (feet)  COMP
 JY1280  MODELED GRAV-     980,033.2   (mgal)                       NAVD 88
 JY1280
 JY1280  VERT ORDER  -  FIRST     CLASS II
 JY1280
 JY1280.The horizontal coordinates were scaled from a topographic map and have
 JY1280.an estimated accuracy of +/- 6 seconds.
 JY1280
 JY1280.The orthometric height was determined by differential leveling
 JY1280.and adjusted by the National Geodetic Survey in June 1991..
 JY1280
 JY1280.The geoid height was determined by GEOID03.
 JY1280
 JY1280.The dynamic height is computed by dividing the NAVD 88
 JY1280.geopotential number by the normal gravity value computed on the
 JY1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1280.degrees latitude (g = 980.6199 gals.).
 JY1280
 JY1280.The modeled gravity was interpolated from observed gravity values.
 JY1280
 JY1280;                    North         East    Units  Estimated Accuracy
 JY1280;SPC OH S     -   147,520.      493,300.      MT  (+/- 180 meters Scaled)
 JY1280
 JY1280                          SUPERSEDED SURVEY CONTROL
 JY1280
 JY1280  NGVD 29 (06/03/91)  319.740  (m)         1049.01   (f) ADJUSTED    1 2
 JY1280
 JY1280.Superseded values are not recommended for survey control.
 JY1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1280.See file dsdata.txt to determine how the superseded data were derived.
 JY1280
 JY1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD640561(NAD 83)
 JY1280_MARKER: DB = BENCH MARK DISK
 JY1280_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JY1280_SP_SET: ABUTMENT
 JY1280_STAMPING: F 340 1984
 JY1280_MARK LOGO: NGS   
 JY1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1280+STABILITY: SURFACE MOTION
 JY1280
 JY1280  HISTORY     - Date     Condition        Report By
 JY1280  HISTORY     - 1984     MONUMENTED       NGS
 JY1280
 JY1280                          STATION DESCRIPTION
 JY1280
 JY1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1280'3.9 KM (2.4 MI) WEST FROM NEW VIENNA.
 JY1280'3.9 KM (2.4 MI) WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF STATE
 JY1280'HIGHWAY 73 IN NEW VIENNA TO THE MARK ON THE RIGHT, 0.4 KM (0.25 MI)
 JY1280'WEST OF THE INTERSECTION OF EAST FORK ROAD, IN TOP OF THE WEST END OF
 JY1280'THE NORTH ABUTMENT OF THE HIGHWAY BRIDGE OVER THE EAST FORK OF THE
 JY1280'LITTLE MIAMI RIVER, 6.80 METERS (22.3 FT) NORTH OF THE CENTERLINE OF
 JY1280'THE HIGHWAY.
 JY1280'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2783 ***********************************************************************
 JZ2783  DESIGNATION -  F 341
 JZ2783  PID         -  JZ2783
 JZ2783  STATE/COUNTY-  OH/HAMILTON
 JZ2783  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ2783
 JZ2783                         *CURRENT SURVEY CONTROL
 JZ2783  ___________________________________________________________________
 JZ2783* NAD 83(1986)-  39 08 43.     (N)    084 22 42.     (W)     SCALED    
 JZ2783* NAVD 88     -       178.345  (meters)     585.12   (feet)  ADJUSTED  
 JZ2783  ___________________________________________________________________
 JZ2783  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ2783  DYNAMIC HT  -         178.232 (meters)     584.75  (feet)  COMP
 JZ2783  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 JZ2783
 JZ2783  VERT ORDER  -  FIRST     CLASS II
 JZ2783
 JZ2783.The horizontal coordinates were scaled from a topographic map and have
 JZ2783.an estimated accuracy of +/- 6 seconds.
 JZ2783
 JZ2783.The orthometric height was determined by differential leveling
 JZ2783.and adjusted by the National Geodetic Survey in June 1991..
 JZ2783
 JZ2783.The geoid height was determined by GEOID03.
 JZ2783
 JZ2783.The dynamic height is computed by dividing the NAVD 88
 JZ2783.geopotential number by the normal gravity value computed on the
 JZ2783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2783.degrees latitude (g = 980.6199 gals.).
 JZ2783
 JZ2783.The modeled gravity was interpolated from observed gravity values.
 JZ2783
 JZ2783;                    North         East    Units  Estimated Accuracy
 JZ2783;SPC OH S     -   128,830.      437,640.      MT  (+/- 180 meters Scaled)
 JZ2783
 JZ2783                          SUPERSEDED SURVEY CONTROL
 JZ2783
 JZ2783  NGVD 29 (06/03/91)  178.520  (m)          585.69   (f) ADJUSTED    1 2
 JZ2783
 JZ2783.Superseded values are not recommended for survey control.
 JZ2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2783.See file dsdata.txt to determine how the superseded data were derived.
 JZ2783
 JZ2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ265361(NAD 83)
 JZ2783_MARKER: I = METAL ROD
 JZ2783_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ2783_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ2783_STAMPING: F 341 1985
 JZ2783_MARK LOGO: NGS   
 JZ2783_PROJECTION: FLUSH
 JZ2783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ2783+STABILITY: POSITION/ELEVATION WELL
 JZ2783_ROD/PIPE-DEPTH: 8.6  meters
 JZ2783_SLEEVE-DEPTH  : 6.1 meters
 JZ2783
 JZ2783  HISTORY     - Date     Condition        Report By
 JZ2783  HISTORY     - 1985     MONUMENTED       NGS
 JZ2783  HISTORY     - 19971120 GOOD             USPSQD
 JZ2783
 JZ2783                          STATION DESCRIPTION
 JZ2783
 JZ2783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JZ2783'IN MARIEMONT.
 JZ2783'IN MARIEMONT AT THE JUNCTION OF U.S. HIGHWAY 50 (WOOSTER PIKE) AND
 JZ2783'PLAINVILLE ROAD NEAR THE SOUTHWEST CORNER OF THE MARIEMONT ELEMENTARY
 JZ2783'SCHOOL.  14.32 METERS (47.0 FT) NORTH OF THE NORTH CURB OF THE WEST
 JZ2783'BOUND LANES OF THE HIGHWAY, 5.82 METERS (19.1 FT) SOUTH-SOUTHWEST OF
 JZ2783'THE SCHOOL AND 1.98 METERS (6.5 FT) EAST OF A FLAGPOLE.
 JZ2783'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2783'THE MARK IS 0.30 M ABOVE HIGHWAY.
 JZ2783
 JZ2783                          STATION RECOVERY (1997)
 JZ2783
 JZ2783'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ2783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2869 ***********************************************************************
 JZ2869  DESIGNATION -  F 342
 JZ2869  PID         -  JZ2869
 JZ2869  STATE/COUNTY-  OH/HAMILTON
 JZ2869  USGS QUAD   -  HOOVEN (1992)
 JZ2869
 JZ2869                         *CURRENT SURVEY CONTROL
 JZ2869  ___________________________________________________________________
 JZ2869* NAD 83(1986)-  39 10 09.     (N)    084 45 26.     (W)     SCALED    
 JZ2869* NAVD 88     -       151.047  (meters)     495.56   (feet)  ADJUSTED  
 JZ2869  ___________________________________________________________________
 JZ2869  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2869  DYNAMIC HT  -         150.955 (meters)     495.26  (feet)  COMP
 JZ2869  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 JZ2869
 JZ2869  VERT ORDER  -  FIRST     CLASS II
 JZ2869
 JZ2869.The horizontal coordinates were scaled from a topographic map and have
 JZ2869.an estimated accuracy of +/- 6 seconds.
 JZ2869
 JZ2869.The orthometric height was determined by differential leveling
 JZ2869.and adjusted by the National Geodetic Survey in June 1991..
 JZ2869
 JZ2869.The geoid height was determined by GEOID03.
 JZ2869
 JZ2869.The dynamic height is computed by dividing the NAVD 88
 JZ2869.geopotential number by the normal gravity value computed on the
 JZ2869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2869.degrees latitude (g = 980.6199 gals.).
 JZ2869
 JZ2869.The modeled gravity was interpolated from observed gravity values.
 JZ2869
 JZ2869;                    North         East    Units  Estimated Accuracy
 JZ2869;SPC OH S     -   132,230.      404,960.      MT  (+/- 180 meters Scaled)
 JZ2869
 JZ2869                          SUPERSEDED SURVEY CONTROL
 JZ2869
 JZ2869  NGVD 29 (06/03/91)  151.239  (m)          496.19   (f) ADJUSTED    1 2
 JZ2869
 JZ2869.Superseded values are not recommended for survey control.
 JZ2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2869.See file dsdata.txt to determine how the superseded data were derived.
 JZ2869
 JZ2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ937379(NAD 83)
 JZ2869_MARKER: DB = BENCH MARK DISK
 JZ2869_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2869_SP_SET: BRIDGE ABUTMENT
 JZ2869_STAMPING: F 342 1986
 JZ2869_MARK LOGO: NGS   
 JZ2869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2869
 JZ2869  HISTORY     - Date     Condition        Report By
 JZ2869  HISTORY     - 1986     MONUMENTED       NGS
 JZ2869
 JZ2869                          STATION DESCRIPTION
 JZ2869
 JZ2869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2869'13.8 KM (8.6 MI) EAST FROM LAWRENCEBURG IN.
 JZ2869'13.8 KM (8.55 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JZ2869'WITH STATE HIGHWAY 1 IN LAWRENCEBURG IN, IN TOP OF AND 1.8 M (5.9 FT)
 JZ2869'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE SOUTHEAST
 JZ2869'BOUND HIGHWAY BRIDGE SPANNING THE GREAT MIAMI RIVER, AND 6.1 M (20.0
 JZ2869'FT) NORTH OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 JZ2869'HIGHWAY.
 JZ2869'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1978 ***********************************************************************
 MD1978  DESIGNATION -  F 344
 MD1978  PID         -  MD1978
 MD1978  STATE/COUNTY-  OH/PAULDING
 MD1978  USGS QUAD   -  LATTY (1973)
 MD1978
 MD1978                         *CURRENT SURVEY CONTROL
 MD1978  ___________________________________________________________________
 MD1978* NAD 83(1986)-  41 05 29.     (N)    084 33 15.     (W)     SCALED    
 MD1978* NAVD 88     -       221.200  (meters)     725.72   (feet)  ADJUSTED  
 MD1978  ___________________________________________________________________
 MD1978  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 MD1978  DYNAMIC HT  -         221.107 (meters)     725.42  (feet)  COMP
 MD1978  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 MD1978
 MD1978  VERT ORDER  -  FIRST     CLASS II
 MD1978
 MD1978.The horizontal coordinates were scaled from a topographic map and have
 MD1978.an estimated accuracy of +/- 6 seconds.
 MD1978
 MD1978.The orthometric height was determined by differential leveling
 MD1978.and adjusted by the National Geodetic Survey in April 1995..
 MD1978
 MD1978.The geoid height was determined by GEOID03.
 MD1978
 MD1978.The dynamic height is computed by dividing the NAVD 88
 MD1978.geopotential number by the normal gravity value computed on the
 MD1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1978.degrees latitude (g = 980.6199 gals.).
 MD1978
 MD1978.The modeled gravity was interpolated from observed gravity values.
 MD1978
 MD1978;                    North         East    Units  Estimated Accuracy
 MD1978;SPC OH N     -   160,240.      427,440.      MT  (+/- 180 meters Scaled)
 MD1978
 MD1978                          SUPERSEDED SURVEY CONTROL
 MD1978
 MD1978  NGVD 29 (01/19/93)  221.358  (m)          726.24   (f) ADJUSTED    1 2
 MD1978
 MD1978.Superseded values are not recommended for survey control.
 MD1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1978.See file dsdata.txt to determine how the superseded data were derived.
 MD1978
 MD1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL054517(NAD 83)
 MD1978_MARKER: I = METAL ROD
 MD1978_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1978_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MD1978_STAMPING: F 344 1992
 MD1978_MARK LOGO: NGS   
 MD1978_PROJECTION: FLUSH
 MD1978_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD1978+STABILITY: POSITION/ELEVATION WELL
 MD1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1978+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1978_ROD/PIPE-DEPTH: 7.5  meters
 MD1978_SLEEVE-DEPTH  : 6.1 meters
 MD1978
 MD1978  HISTORY     - Date     Condition        Report By
 MD1978  HISTORY     - 1992     MONUMENTED       NGS
 MD1978
 MD1978                          STATION DESCRIPTION
 MD1978
 MD1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1978'15.0 KM (9.30 MI) EASTERLY ALONG STATE HIGHWAY 613 FROM THE POST
 MD1978'OFFICE IN PAYNE, 20.0 M (65.6 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MD1978'11.7 M (38.4 FT) WEST OF THE CENTER OF COUNTY ROAD 117, 4.0 M (13.1
 MD1978'FT) WEST-NORTHWEST OF A UTILITY POLE WITH A GUY CABLE, 2.5 M (8.2 FT)
 MD1978'EAST-NORTHEAST OF A WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 MD1978'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MD1978'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3655 ***********************************************************************
 JZ3655  DESIGNATION -  F 345
 JZ3655  PID         -  JZ3655
 JZ3655  STATE/COUNTY-  OH/MONTGOMERY
 JZ3655  USGS QUAD   -  DAYTON SOUTH (1991)
 JZ3655
 JZ3655                         *CURRENT SURVEY CONTROL
 JZ3655  ___________________________________________________________________
 JZ3655* NAD 83(1986)-  39 41 18.     (N)    084 13 32.     (W)     SCALED    
 JZ3655* NAVD 88     -       221.854  (meters)     727.87   (feet)  ADJUSTED  
 JZ3655  ___________________________________________________________________
 JZ3655  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JZ3655  DYNAMIC HT  -         221.730 (meters)     727.46  (feet)  COMP
 JZ3655  MODELED GRAV-     980,062.2   (mgal)                       NAVD 88
 JZ3655
 JZ3655  VERT ORDER  -  FIRST     CLASS II
 JZ3655
 JZ3655.The horizontal coordinates were scaled from a topographic map and have
 JZ3655.an estimated accuracy of +/- 6 seconds.
 JZ3655
 JZ3655.The orthometric height was determined by differential leveling
 JZ3655.and adjusted by the National Geodetic Survey in January 1994..
 JZ3655
 JZ3655.The geoid height was determined by GEOID03.
 JZ3655
 JZ3655.The dynamic height is computed by dividing the NAVD 88
 JZ3655.geopotential number by the normal gravity value computed on the
 JZ3655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3655.degrees latitude (g = 980.6199 gals.).
 JZ3655
 JZ3655.The modeled gravity was interpolated from observed gravity values.
 JZ3655
 JZ3655;                    North         East    Units  Estimated Accuracy
 JZ3655;SPC OH S     -   188,840.      452,000.      MT  (+/- 180 meters Scaled)
 JZ3655
 JZ3655                          SUPERSEDED SURVEY CONTROL
 JZ3655
 JZ3655.No superseded survey control is available for this station.
 JZ3655
 JZ3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ379968(NAD 83)
 JZ3655_MARKER: I = METAL ROD
 JZ3655_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3655_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3655_STAMPING: F 345 1993
 JZ3655_MARK LOGO: NGS   
 JZ3655_PROJECTION: FLUSH
 JZ3655_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3655+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ3655_ROD/PIPE-DEPTH: 12.1 meters
 JZ3655_SLEEVE-DEPTH  : 0.9 meters
 JZ3655
 JZ3655  HISTORY     - Date     Condition        Report By
 JZ3655  HISTORY     - 1993     MONUMENTED       NGS
 JZ3655  HISTORY     - 20041015 GOOD             INDIV
 JZ3655
 JZ3655                          STATION DESCRIPTION
 JZ3655
 JZ3655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3655'IN MORAINE, AT THE INTERSECTION OF DRYDEN AND SELLARS ROADS, 49.0 M
 JZ3655'(160.8 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF DRYDEN
 JZ3655'ROAD, 9.5 M (31.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 JZ3655'OF SELLARS ROAD, 8.0 M (26.2 FT) SOUTH OF A WITNESS POST AND FENCE,
 JZ3655'1.7 M (5.6 FT) WEST OF UTILITY POLE NUMBER 9380-391650, AND 0.4 M
 JZ3655'(1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 JZ3655'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 JZ3655'THE SPECIFICATIONS FOR A CLASS A MARK.
 JZ3655
 JZ3655                          STATION RECOVERY (2004)
 JZ3655
 JZ3655'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3648 ***********************************************************************
 JZ3648  DESIGNATION -  F 346
 JZ3648  PID         -  JZ3648
 JZ3648  STATE/COUNTY-  OH/MONTGOMERY
 JZ3648  USGS QUAD   -  SPRINGBORO (1965)
 JZ3648
 JZ3648                         *CURRENT SURVEY CONTROL
 JZ3648  ___________________________________________________________________
 JZ3648* NAD 83(1986)-  39 36 52.     (N)    084 14 01.     (W)     SCALED    
 JZ3648* NAVD 88     -       288.948  (meters)     947.99   (feet)  ADJUSTED  
 JZ3648  ___________________________________________________________________
 JZ3648  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JZ3648  DYNAMIC HT  -         288.783 (meters)     947.45  (feet)  COMP
 JZ3648  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 JZ3648
 JZ3648  VERT ORDER  -  FIRST     CLASS II
 JZ3648
 JZ3648.The horizontal coordinates were scaled from a topographic map and have
 JZ3648.an estimated accuracy of +/- 6 seconds.
 JZ3648
 JZ3648.The orthometric height was determined by differential leveling
 JZ3648.and adjusted by the National Geodetic Survey in January 1994..
 JZ3648
 JZ3648.The geoid height was determined by GEOID03.
 JZ3648
 JZ3648.The dynamic height is computed by dividing the NAVD 88
 JZ3648.geopotential number by the normal gravity value computed on the
 JZ3648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3648.degrees latitude (g = 980.6199 gals.).
 JZ3648
 JZ3648.The modeled gravity was interpolated from observed gravity values.
 JZ3648
 JZ3648;                    North         East    Units  Estimated Accuracy
 JZ3648;SPC OH S     -   180,660.      451,150.      MT  (+/- 180 meters Scaled)
 JZ3648
 JZ3648                          SUPERSEDED SURVEY CONTROL
 JZ3648
 JZ3648.No superseded survey control is available for this station.
 JZ3648
 JZ3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ374886(NAD 83)
 JZ3648_MARKER: I = METAL ROD
 JZ3648_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3648_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3648_STAMPING: F 346 1993
 JZ3648_MARK LOGO: NGS   
 JZ3648_PROJECTION: FLUSH
 JZ3648_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ3648+STABILITY: POSITION/ELEVATION WELL
 JZ3648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3648+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 JZ3648_ROD/PIPE-DEPTH: 5.4  meters
 JZ3648_SLEEVE-DEPTH  : 3.1 meters
 JZ3648
 JZ3648  HISTORY     - Date     Condition        Report By
 JZ3648  HISTORY     - 1993     MONUMENTED       NGS
 JZ3648  HISTORY     - 20041118 GOOD             INDIV
 JZ3648
 JZ3648                          STATION DESCRIPTION
 JZ3648
 JZ3648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3648'2.8 KM (1.75 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 JZ3648'JUNCTION OF STATE HIGHWAY 725 IN MIAMISBURG (EXIT 44), 43.1 M (141.4
 JZ3648'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 JZ3648'21.9 M (71.9 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND ON RAMP
 JZ3648'LEADING TO INTERSTATE HIGHWAY 675, 3.5 M (11.5 FT) NORTH OF THE
 JZ3648'CENTER OF 3 BRACED FENCE POSTS, 2.0 M (6.6 FT) EAST OF A WITNESS POST
 JZ3648'AND FENCE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 JZ3648'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JZ3648
 JZ3648                          STATION RECOVERY (2004)
 JZ3648
 JZ3648'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3648'MONUMENT IS LOCATED ON W. SIDE OF ON-RAMP FROM I-675 TO S. BOUND I-75.
 JZ3648'SPECIFICALLY, MONUMENT IS LOCATED ABOUT 20 YDS. N. OF THE JUNCTION
 JZ3648'WHERE THE ROADS JOIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3622 ***********************************************************************
 JZ3622  DESIGNATION -  F 347
 JZ3622  PID         -  JZ3622
 JZ3622  STATE/COUNTY-  OH/BUTLER
 JZ3622  USGS QUAD   -  GLENDALE (1987)
 JZ3622
 JZ3622                         *CURRENT SURVEY CONTROL
 JZ3622  ___________________________________________________________________
 JZ3622* NAD 83(1986)-  39 21 05.     (N)    084 22 39.     (W)     SCALED    
 JZ3622* NAVD 88     -       257.924  (meters)     846.21   (feet)  ADJUSTED  
 JZ3622  ___________________________________________________________________
 JZ3622  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ3622  DYNAMIC HT  -         257.768 (meters)     845.69  (feet)  COMP
 JZ3622  MODELED GRAV-     980,016.5   (mgal)                       NAVD 88
 JZ3622
 JZ3622  VERT ORDER  -  FIRST     CLASS II
 JZ3622
 JZ3622.The horizontal coordinates were scaled from a topographic map and have
 JZ3622.an estimated accuracy of +/- 6 seconds.
 JZ3622
 JZ3622.The orthometric height was determined by differential leveling
 JZ3622.and adjusted by the National Geodetic Survey in January 1994..
 JZ3622
 JZ3622.The geoid height was determined by GEOID03.
 JZ3622
 JZ3622.The dynamic height is computed by dividing the NAVD 88
 JZ3622.geopotential number by the normal gravity value computed on the
 JZ3622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3622.degrees latitude (g = 980.6199 gals.).
 JZ3622
 JZ3622.The modeled gravity was interpolated from observed gravity values.
 JZ3622
 JZ3622;                    North         East    Units  Estimated Accuracy
 JZ3622;SPC OH S     -   151,700.      438,190.      MT  (+/- 180 meters Scaled)
 JZ3622
 JZ3622                          SUPERSEDED SURVEY CONTROL
 JZ3622
 JZ3622.No superseded survey control is available for this station.
 JZ3622
 JZ3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ259590(NAD 83)
 JZ3622_MARKER: I = METAL ROD
 JZ3622_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3622_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3622_STAMPING: F 347 1993
 JZ3622_MARK LOGO: NGS   
 JZ3622_PROJECTION: FLUSH
 JZ3622_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3622+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3622_ROD/PIPE-DEPTH: 5.3  meters
 JZ3622_SLEEVE-DEPTH  : 0.9 meters
 JZ3622
 JZ3622  HISTORY     - Date     Condition        Report By
 JZ3622  HISTORY     - 1993     MONUMENTED       NGS
 JZ3622
 JZ3622                          STATION DESCRIPTION
 JZ3622
 JZ3622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3622'9.2 KM (5.70 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 JZ3622'JUNCTION OF INTERSTATE HIGHWAY 275 IN SHARONVILLE (EXIT 16), 30.1 M
 JZ3622'(98.8 FT) NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 JZ3622'HIGHWAY, 4.8 M (15.7 FT) NORTHEAST OF A JOG IN A CHAIN-LINK FENCE,
 JZ3622'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 JZ3622'SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 JZ3622'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 JZ3622'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2506 ***********************************************************************
 LA2506  CBN         -  This is a Cooperative Base Network Control Station.
 LA2506  DESIGNATION -  F 348
 LA2506  PID         -  LA2506
 LA2506  STATE/COUNTY-  OH/SHELBY
 LA2506  USGS QUAD   -  SIDNEY (1982)
 LA2506
 LA2506                         *CURRENT SURVEY CONTROL
 LA2506  ___________________________________________________________________
 LA2506* NAD 83(1995)-  40 17 54.44542(N)    084 09 48.51233(W)     ADJUSTED  
 LA2506* NAVD 88     -       313.041  (meters)    1027.04   (feet)  ADJUSTED  
 LA2506  ___________________________________________________________________
 LA2506  X           -     495,390.595 (meters)                     COMP
 LA2506  Y           -  -4,846,299.437 (meters)                     COMP
 LA2506  Z           -   4,103,497.689 (meters)                     COMP
 LA2506  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 LA2506  ELLIP HEIGHT-         279.94  (meters)          (09/23/04) GPS OBS
 LA2506  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LA2506  DYNAMIC HT  -         312.887 (meters)    1026.53  (feet)  COMP
 LA2506  MODELED GRAV-     980,124.2   (mgal)                       NAVD 88
 LA2506
 LA2506  HORZ ORDER  -  B
 LA2506  VERT ORDER  -  FIRST     CLASS II
 LA2506  ELLP ORDER  -  FOURTH    CLASS I
 LA2506
 LA2506.This is a reference station for the SIDNEY
 LA2506.National Continuously Operating Reference Station (SIDN).
 LA2506
 LA2506.The horizontal coordinates were established by GPS observations
 LA2506.and adjusted by the National Geodetic Survey in August 1996..
 LA2506
 LA2506.The orthometric height was determined by differential leveling
 LA2506.and adjusted by the National Geodetic Survey in January 1994..
 LA2506
 LA2506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2506
 LA2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2506
 LA2506.The ellipsoidal height was determined by GPS observations
 LA2506.and is referenced to NAD 83.
 LA2506
 LA2506.The geoid height was determined by GEOID03.
 LA2506
 LA2506.The dynamic height is computed by dividing the NAVD 88
 LA2506.geopotential number by the normal gravity value computed on the
 LA2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2506.degrees latitude (g = 980.6199 gals.).
 LA2506
 LA2506.The modeled gravity was interpolated from observed gravity values.
 LA2506
 LA2506;                    North         East     Units Scale Factor Converg.
 LA2506;SPC OH N     -    71,507.718   458,574.312   MT  1.00002857   -1 05 34.2
 LA2506;UTM  16      - 4,464,745.286   741,083.715   MT  1.00031552   +1 50 07.7
 LA2506
 LA2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2506!SPC OH N     -   0.99995609  x   1.00002857  =   0.99998466
 LA2506!UTM  16      -   0.99995609  x   1.00031552  =   1.00027159
 LA2506
 LA2506                          SUPERSEDED SURVEY CONTROL
 LA2506
 LA2506  ELLIP H (08/20/96)  279.96   (m)                       GP(       ) 4 2
 LA2506  NAVD 88 (08/20/96)  313.04   (m)         1027.0    (f) LEVELING    3  
 LA2506
 LA2506.Superseded values are not recommended for survey control.
 LA2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2506.See file dsdata.txt to determine how the superseded data were derived.
 LA2506
 LA2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK4108464745(NAD 83)
 LA2506_MARKER: I = METAL ROD
 LA2506_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 LA2506_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2506_STAMPING: F 348 1993
 LA2506_MARK LOGO: NGS   
 LA2506_PROJECTION: FLUSH
 LA2506_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LA2506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2506+SATELLITE: SATELLITE OBSERVATIONS - 2003
 LA2506_ROD/PIPE-DEPTH: 7    meters
 LA2506_SLEEVE-DEPTH  : 3.1 meters
 LA2506
 LA2506  HISTORY     - Date     Condition        Report By
 LA2506  HISTORY     - 1993     MONUMENTED       NGS
 LA2506  HISTORY     - 19950203 GOOD             OHDT
 LA2506  HISTORY     - 2003     GOOD             OHDT
 LA2506
 LA2506                          STATION DESCRIPTION
 LA2506
 LA2506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2506'IN SIDNEY, AT 1001 SAINT MARYS ROAD, IN A GRASSY MEDIAN OF THE WEST
 LA2506'PARKING LOT FOR THE DEPARTMENT OF TRANSPORTATION DISTRICT 7 OFFICE,
 LA2506'96.0 M (315.0 FT) WEST OF THE ROAD CENTERLINE, 53.1 M (174.2 FT)
 LA2506'NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE BUILDING AT 1001
 LA2506'SAINT MARYS ROAD, 33.1 M (108.6 FT) NORTHEAST OF THE NORTHEAST CORNER
 LA2506'OF THE MAINTENANCE SHOP, 2.2 M (7.2 FT) EAST OF THE EAST EDGE OF THE
 LA2506'MEDIAN, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE PARKING LOT.
 LA2506'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LA2506
 LA2506                          STATION RECOVERY (1995)
 LA2506
 LA2506'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CMS)
 LA2506'LOCATED IN SIDNEY, AT 1001 SAINT MARYS ROAD, IN A GRASSY MEDIAN OF THE
 LA2506'WEST PARKING LOT FOR THE OHIO DEPARTMENT OF TRANSPORTATION DISTRICT 7
 LA2506'HEADQUARTERS, 96.0 M (315.0 FT) WEST OF THE ROAD CENTERLINE, 53.1 M
 LA2506'(174.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE BUILDING AT
 LA2506'1001 SAINT MARYS ROAD, 33.1 M (108.6 FT) NORTHEAST OF THE NORTHEAST
 LA2506'CORNER OF THE MAINTENANCE SHOP, 2.2 M (7.2 FT) EAST OF THE EAST EDGE
 LA2506'OF THE MEDIAN, AND 21.3 CM ABOVE THE LEVEL OF THE PARKING LOT.  ACCESS
 LA2506'TO THE DATUM POINT IS THROUGH A 127 MM LOGO CAP.  THE ROD IS FLUSH
 LA2506'WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 7.0 M (23.0 FT) .
 LA2506'OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION, 1001 ST MARYS
 LA2506'PIKE, SIDNEY, OHIO 45365.  THE MARK IS ACCESSIBLE AT ALL TIMES.
 LA2506
 LA2506                          STATION RECOVERY (2003)
 LA2506
 LA2506'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 LA2506'RECOVERED AS DESCRIBED.  NOTE--THIS IS A CORS SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2502 ***********************************************************************
 LA2502  DESIGNATION -  F 349
 LA2502  PID         -  LA2502
 LA2502  STATE/COUNTY-  OH/SHELBY
 LA2502  USGS QUAD   -  PIQUA EAST (1984)
 LA2502
 LA2502                         *CURRENT SURVEY CONTROL
 LA2502  ___________________________________________________________________
 LA2502* NAD 83(1986)-  40 14 10.     (N)    084 09 38.     (W)     SCALED    
 LA2502* NAVD 88     -       312.138  (meters)    1024.07   (feet)  ADJUSTED  
 LA2502  ___________________________________________________________________
 LA2502  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LA2502  DYNAMIC HT  -         311.980 (meters)    1023.55  (feet)  COMP
 LA2502  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 LA2502
 LA2502  VERT ORDER  -  FIRST     CLASS II
 LA2502
 LA2502.The horizontal coordinates were scaled from a topographic map and have
 LA2502.an estimated accuracy of +/- 6 seconds.
 LA2502
 LA2502.The orthometric height was determined by differential leveling
 LA2502.and adjusted by the National Geodetic Survey in January 1994..
 LA2502
 LA2502.The geoid height was determined by GEOID03.
 LA2502
 LA2502.The dynamic height is computed by dividing the NAVD 88
 LA2502.geopotential number by the normal gravity value computed on the
 LA2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2502.degrees latitude (g = 980.6199 gals.).
 LA2502
 LA2502.The modeled gravity was interpolated from observed gravity values.
 LA2502
 LA2502;                    North         East    Units  Estimated Accuracy
 LA2502;SPC OH N     -    64,580.      458,690.      MT  (+/- 180 meters Scaled)
 LA2502
 LA2502                          SUPERSEDED SURVEY CONTROL
 LA2502
 LA2502.No superseded survey control is available for this station.
 LA2502
 LA2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK415578(NAD 83)
 LA2502_MARKER: I = METAL ROD
 LA2502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LA2502_SP_SET: STAINLESS STEEL ROD
 LA2502_STAMPING: F 349 1993
 LA2502_MARK LOGO: NGS   
 LA2502_PROJECTION: FLUSH
 LA2502_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2502+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2502_ROD/PIPE-DEPTH: 3.2  meters
 LA2502
 LA2502  HISTORY     - Date     Condition        Report By
 LA2502  HISTORY     - 1993     MONUMENTED       NGS
 LA2502
 LA2502                          STATION DESCRIPTION
 LA2502
 LA2502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2502'5.5 KM (3.40 MI) SOUTHERLY ALONG OHIO AVENUE AND PIQUA-SIDNEY ROAD
 LA2502'(COUNTY ROAD 25A) FROM THE COURTHOUSE IN SIDNEY, 20.6 M (67.6 FT)
 LA2502'EAST OF THE ROAD CENTER, 6.2 M (20.3 FT) SOUTH OF THE CENTER OF
 LA2502'PLATTSVILLE ROAD, 1.1 M (3.6 FT) WEST OF UTILITY POLE NUMBER 643, AND
 LA2502'0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 LA2502'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1117 ***********************************************************************
 JY1117  DESIGNATION -  F 35
 JY1117  PID         -  JY1117
 JY1117  STATE/COUNTY-  OH/CLARK
 JY1117  USGS QUAD   -  CLIFTON (1988)
 JY1117
 JY1117                         *CURRENT SURVEY CONTROL
 JY1117  ___________________________________________________________________
 JY1117* NAD 83(1986)-  39 50 23.     (N)    083 52 16.     (W)     SCALED    
 JY1117* NAVD 88     -       311.281  (meters)    1021.26   (feet)  ADJUSTED  
 JY1117  ___________________________________________________________________
 JY1117  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JY1117  DYNAMIC HT  -         311.107 (meters)    1020.69  (feet)  COMP
 JY1117  MODELED GRAV-     980,058.3   (mgal)                       NAVD 88
 JY1117
 JY1117  VERT ORDER  -  SECOND    CLASS 0
 JY1117
 JY1117.The horizontal coordinates were scaled from a topographic map and have
 JY1117.an estimated accuracy of +/- 6 seconds.
 JY1117
 JY1117.The orthometric height was determined by differential leveling
 JY1117.and adjusted by the National Geodetic Survey in June 1991..
 JY1117
 JY1117.The geoid height was determined by GEOID03.
 JY1117
 JY1117.The dynamic height is computed by dividing the NAVD 88
 JY1117.geopotential number by the normal gravity value computed on the
 JY1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1117.degrees latitude (g = 980.6199 gals.).
 JY1117
 JY1117.The modeled gravity was interpolated from observed gravity values.
 JY1117
 JY1117;                    North         East    Units  Estimated Accuracy
 JY1117;SPC OH S     -   205,130.      482,650.      MT  (+/- 180 meters Scaled)
 JY1117
 JY1117                          SUPERSEDED SURVEY CONTROL
 JY1117
 JY1117  NGVD 29 (??/??/92)  311.460  (m)         1021.85   (f) ADJ UNCH    2 0
 JY1117
 JY1117.Superseded values are not recommended for survey control.
 JY1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1117.See file dsdata.txt to determine how the superseded data were derived.
 JY1117
 JY1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE543139(NAD 83)
 JY1117_MARKER: DB = BENCH MARK DISK
 JY1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1117_STAMPING: F 35 1934
 JY1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1117+STABILITY: SURFACE MOTION
 JY1117
 JY1117  HISTORY     - Date     Condition        Report By
 JY1117  HISTORY     - 1934     MONUMENTED       CGS
 JY1117  HISTORY     - 1954     GOOD             NGS
 JY1117
 JY1117                          STATION DESCRIPTION
 JY1117
 JY1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY1117'3.2 MI N FROM YELLOW SPRINGS.
 JY1117'IN CLARK COUNTY, 3.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD
 JY1117'FROM THE STATION AT YELLOW SPRINGS, GREEN COUNTY, AT HUSTEAD,
 JY1117'AT A BLACKTOP CROSSING, 27.8 FEET EAST OF THE EAST RAIL, 25.2
 JY1117'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 7.2 FEET SOUTH OF A
 JY1117'CORNER FENCE POST, 2.3 FEET WEST OF THE WIRE FENCE, AND ABOUT
 JY1117'ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 35 1934
 JY1117'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2512 ***********************************************************************
 LA2512  DESIGNATION -  F 350
 LA2512  PID         -  LA2512
 LA2512  STATE/COUNTY-  OH/SHELBY
 LA2512  USGS QUAD   -  BOTKINS (1984)
 LA2512
 LA2512                         *CURRENT SURVEY CONTROL
 LA2512  ___________________________________________________________________
 LA2512* NAD 83(1986)-  40 22 36.     (N)    084 09 37.     (W)     SCALED    
 LA2512* NAVD 88     -       314.898  (meters)    1033.13   (feet)  ADJUSTED  
 LA2512  ___________________________________________________________________
 LA2512  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LA2512  DYNAMIC HT  -         314.743 (meters)    1032.62  (feet)  COMP
 LA2512  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LA2512
 LA2512  VERT ORDER  -  FIRST     CLASS II
 LA2512
 LA2512.The horizontal coordinates were scaled from a topographic map and have
 LA2512.an estimated accuracy of +/- 6 seconds.
 LA2512
 LA2512.The orthometric height was determined by differential leveling
 LA2512.and adjusted by the National Geodetic Survey in January 1994..
 LA2512
 LA2512.The geoid height was determined by GEOID03.
 LA2512
 LA2512.The dynamic height is computed by dividing the NAVD 88
 LA2512.geopotential number by the normal gravity value computed on the
 LA2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2512.degrees latitude (g = 980.6199 gals.).
 LA2512
 LA2512.The modeled gravity was interpolated from observed gravity values.
 LA2512
 LA2512;                    North         East    Units  Estimated Accuracy
 LA2512;SPC OH N     -    80,190.      459,010.      MT  (+/- 180 meters Scaled)
 LA2512
 LA2512                          SUPERSEDED SURVEY CONTROL
 LA2512
 LA2512.No superseded survey control is available for this station.
 LA2512
 LA2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK410734(NAD 83)
 LA2512_MARKER: I = METAL ROD
 LA2512_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2512_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2512_STAMPING: F 350 2993
 LA2512_MARK LOGO: NGS   
 LA2512_PROJECTION: FLUSH
 LA2512_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2512+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2512_ROD/PIPE-DEPTH: 11.7 meters
 LA2512_SLEEVE-DEPTH  : 0.9 meters
 LA2512
 LA2512  HISTORY     - Date     Condition        Report By
 LA2512  HISTORY     - 1993     MONUMENTED       NGS
 LA2512
 LA2512                          STATION DESCRIPTION
 LA2512
 LA2512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2512'7.5 KM (4.65 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2512'JUNCTION OF STATE HIGHWAY 29 IN SIDNEY (EXIT 93), 434.0 M (1423.9 FT)
 LA2512'SOUTH OF THE CENTER OF MERANDA ROAD, 117.1 M (384.2 FT) SOUTH OF THE
 LA2512'EAST LEG OF A HIGHWAY INFORMATION SIGN (ANNA MINSTER STATE ROUTE 119
 LA2512'1-MILE EXIT 99), 24.1 M (79.1 FT) EAST OF THE CENTERLINE OF THE
 LA2512'NORTHBOUND LANES OF THE HIGHWAY, 17.4 M (57.1 FT) EAST-NORTHEAST OF
 LA2512'THE NORTH END OF A GUARDRAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 LA2512'HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST AND A BRACED FENCE
 LA2512'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LA2512'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1661 ***********************************************************************
 MC1661  DESIGNATION -  F 351
 MC1661  PID         -  MC1661
 MC1661  STATE/COUNTY-  OH/HANCOCK
 MC1661  USGS QUAD   -  NORTH BALTIMORE (1977)
 MC1661
 MC1661                         *CURRENT SURVEY CONTROL
 MC1661  ___________________________________________________________________
 MC1661* NAD 83(1986)-  41 10 03.     (N)    083 38 58.     (W)     SCALED    
 MC1661* NAVD 88     -       224.730  (meters)     737.30   (feet)  ADJUSTED  
 MC1661  ___________________________________________________________________
 MC1661  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC1661  DYNAMIC HT  -         224.628 (meters)     736.97  (feet)  COMP
 MC1661  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 MC1661
 MC1661  VERT ORDER  -  FIRST     CLASS II
 MC1661
 MC1661.The horizontal coordinates were scaled from a topographic map and have
 MC1661.an estimated accuracy of +/- 6 seconds.
 MC1661
 MC1661.The orthometric height was determined by differential leveling
 MC1661.and adjusted by the National Geodetic Survey in January 1994..
 MC1661
 MC1661.The geoid height was determined by GEOID03.
 MC1661
 MC1661.The dynamic height is computed by dividing the NAVD 88
 MC1661.geopotential number by the normal gravity value computed on the
 MC1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1661.degrees latitude (g = 980.6199 gals.).
 MC1661
 MC1661.The modeled gravity was interpolated from observed gravity values.
 MC1661
 MC1661;                    North         East    Units  Estimated Accuracy
 MC1661;SPC OH N     -   167,300.      503,550.      MT  (+/- 180 meters Scaled)
 MC1661
 MC1661                          SUPERSEDED SURVEY CONTROL
 MC1661
 MC1661.No superseded survey control is available for this station.
 MC1661
 MC1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF777607(NAD 83)
 MC1661_MARKER: I = METAL ROD
 MC1661_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1661_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1661_STAMPING: F 351 1993
 MC1661_MARK LOGO: NGS   
 MC1661_PROJECTION: FLUSH
 MC1661_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1661+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1661_ROD/PIPE-DEPTH: 6.7  meters
 MC1661_SLEEVE-DEPTH  : 0.9 meters
 MC1661
 MC1661  HISTORY     - Date     Condition        Report By
 MC1661  HISTORY     - 1993     MONUMENTED       NGS
 MC1661
 MC1661                          STATION DESCRIPTION
 MC1661
 MC1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1661'12.3 KM (7.65 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 MC1661'JUNCTION OF U.S. HIGHWAY 224 IN FINDLAY (EXIT 159), 547.0 M (1794.6
 MC1661'FT) SOUTH OF THE CENTER OF STATE HIGHWAY 18 (EXIT 167), 24.6 M (80.7
 MC1661'FT) SOUTH-SOUTHWEST OF A SIGN (HANCOCK COUNTY LINE), 21.5 M (70.5 FT)
 MC1661'SOUTH-SOUTHEAST OF THE EAST LEG OF A SIGN (ENTERING WOOD COUNTY),
 MC1661'17.1 M (56.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 MC1661'THE HIGHWAY, 9.9 M (32.5 FT) WEST OF THE CENTERLINE OF COUNTY ROAD
 MC1661'220, 2.5 M (8.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT)
 MC1661'EAST OF A WITNESS POST AND FENCE, AND 0.7 M (2.3 FT) EAST OF A BRACED
 MC1661'FENCE POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MC1661'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 MC1661'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1686 ***********************************************************************
 MC1686  DESIGNATION -  F 352
 MC1686  PID         -  MC1686
 MC1686  STATE/COUNTY-  OH/WOOD
 MC1686  USGS QUAD   -  DUNBRIDGE (1994)
 MC1686
 MC1686                         *CURRENT SURVEY CONTROL
 MC1686  ___________________________________________________________________
 MC1686* NAD 83(1986)-  41 29 25.     (N)    083 37 21.     (W)     SCALED    
 MC1686* NAVD 88     -       199.124  (meters)     653.29   (feet)  ADJUSTED  
 MC1686  ___________________________________________________________________
 MC1686  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1686  DYNAMIC HT  -         199.045 (meters)     653.03  (feet)  COMP
 MC1686  MODELED GRAV-     980,221.0   (mgal)                       NAVD 88
 MC1686
 MC1686  VERT ORDER  -  FIRST     CLASS II
 MC1686
 MC1686.The horizontal coordinates were scaled from a topographic map and have
 MC1686.an estimated accuracy of +/- 6 seconds.
 MC1686
 MC1686.The orthometric height was determined by differential leveling
 MC1686.and adjusted by the National Geodetic Survey in January 1994..
 MC1686
 MC1686.The geoid height was determined by GEOID03.
 MC1686
 MC1686.The dynamic height is computed by dividing the NAVD 88
 MC1686.geopotential number by the normal gravity value computed on the
 MC1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1686.degrees latitude (g = 980.6199 gals.).
 MC1686
 MC1686.The modeled gravity was interpolated from observed gravity values.
 MC1686
 MC1686;                    North         East    Units  Estimated Accuracy
 MC1686;SPC OH N     -   203,110.      506,270.      MT  (+/- 180 meters Scaled)
 MC1686
 MC1686                          SUPERSEDED SURVEY CONTROL
 MC1686
 MC1686.No superseded survey control is available for this station.
 MC1686
 MC1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF810965(NAD 83)
 MC1686_MARKER: I = METAL ROD
 MC1686_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1686_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1686_STAMPING: F 352 1993
 MC1686_MARK LOGO: NGS   
 MC1686_PROJECTION: FLUSH
 MC1686_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1686+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1686_ROD/PIPE-DEPTH: 4.8  meters
 MC1686_SLEEVE-DEPTH  : 0.9 meters
 MC1686
 MC1686  HISTORY     - Date     Condition        Report By
 MC1686  HISTORY     - 1993     MONUMENTED       NGS
 MC1686
 MC1686                          STATION DESCRIPTION
 MC1686
 MC1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1686'12.7 KM (7.90 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 MC1686'JUNCTION OF STATE HIGHWAY 105 IN BOWLING GREEN (EXIT 181), 225.0 M
 MC1686'(738.2 FT) SOUTH OF THE CENTER OF REITZ ROAD, 30.9 M (101.4 FT) WEST
 MC1686'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 1.5 M (4.9
 MC1686'FT) BELOW THE LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) SOUTH-SOUTHEAST OF
 MC1686'A WITNESS POST, AND 0.9 M (3.0 FT) EAST OF A BRACED FENCE POST.
 MC1686'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 MC1686'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0864 ***********************************************************************
 JY0864  DESIGNATION -  F 36
 JY0864  PID         -  JY0864
 JY0864  STATE/COUNTY-  OH/PICKAWAY
 JY0864  USGS QUAD   -  CLARKSBURG (1979)
 JY0864
 JY0864                         *CURRENT SURVEY CONTROL
 JY0864  ___________________________________________________________________
 JY0864* NAD 83(1986)-  39 33 41.     (N)    083 11 26.     (W)     SCALED    
 JY0864* NAVD 88     -       254.831  (meters)     836.06   (feet)  ADJUSTED  
 JY0864  ___________________________________________________________________
 JY0864  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JY0864  DYNAMIC HT  -         254.689 (meters)     835.59  (feet)  COMP
 JY0864  MODELED GRAV-     980,060.9   (mgal)                       NAVD 88
 JY0864
 JY0864  VERT ORDER  -  SECOND    CLASS 0
 JY0864
 JY0864.The horizontal coordinates were scaled from a topographic map and have
 JY0864.an estimated accuracy of +/- 6 seconds.
 JY0864
 JY0864.The orthometric height was determined by differential leveling
 JY0864.and adjusted by the National Geodetic Survey in June 1991..
 JY0864
 JY0864.The geoid height was determined by GEOID03.
 JY0864
 JY0864.The dynamic height is computed by dividing the NAVD 88
 JY0864.geopotential number by the normal gravity value computed on the
 JY0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0864.degrees latitude (g = 980.6199 gals.).
 JY0864
 JY0864.The modeled gravity was interpolated from observed gravity values.
 JY0864
 JY0864;                    North         East    Units  Estimated Accuracy
 JY0864;SPC OH S     -   173,560.      540,660.      MT  (+/- 180 meters Scaled)
 JY0864
 JY0864                          SUPERSEDED SURVEY CONTROL
 JY0864
 JY0864  NGVD 29 (??/??/92)  255.007  (m)          836.64   (f) ADJ UNCH    2 0
 JY0864
 JY0864.Superseded values are not recommended for survey control.
 JY0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0864.See file dsdata.txt to determine how the superseded data were derived.
 JY0864
 JY0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD118813(NAD 83)
 JY0864_MARKER: DB = BENCH MARK DISK
 JY0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0864_STAMPING: F 36 1934
 JY0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0864+STABILITY: SURFACE MOTION
 JY0864
 JY0864  HISTORY     - Date     Condition        Report By
 JY0864  HISTORY     - 1934     MONUMENTED       CGS
 JY0864
 JY0864                          STATION DESCRIPTION
 JY0864
 JY0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0864'AT ATLANTA.
 JY0864'AT ATLANTA, PICKAWAY COUNTY, ON THE PENNSYLVANIA RAILROAD, 111 YARDS
 JY0864'WEST OF THE SOUTHWEST CORNER OF THE STATION, 23 YARDS SOUTH OF
 JY0864'THE SOUTHEAST CORNER OF THE POST OFFICE, 18 YARDS WEST OF A TAR-ROAD
 JY0864'CROSSING, 24.5 FEET SOUTH OF THE SOUTH RAIL, 3.8 FEET NORTH OF THE
 JY0864'RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 JY0864'STANDARD DISK, STAMPED F 36 1934 AND SET IN THE TOP OF A CONCRETE
 JY0864'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1145 ***********************************************************************
 JY1145  DESIGNATION -  F 37
 JY1145  PID         -  JY1145
 JY1145  STATE/COUNTY-  OH/GREENE
 JY1145  USGS QUAD   -  XENIA (1994)
 JY1145
 JY1145                         *CURRENT SURVEY CONTROL
 JY1145  ___________________________________________________________________
 JY1145* NAD 83(1986)-  39 40 12.     (N)    083 55 01.     (W)     SCALED    
 JY1145* NAVD 88     -       291.159  (meters)     955.24   (feet)  ADJUSTED  
 JY1145  ___________________________________________________________________
 JY1145  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JY1145  DYNAMIC HT  -         290.995 (meters)     954.71  (feet)  COMP
 JY1145  MODELED GRAV-     980,055.0   (mgal)                       NAVD 88
 JY1145
 JY1145  VERT ORDER  -  SECOND    CLASS 0
 JY1145
 JY1145.The horizontal coordinates were scaled from a topographic map and have
 JY1145.an estimated accuracy of +/- 6 seconds.
 JY1145
 JY1145.The orthometric height was determined by differential leveling
 JY1145.and adjusted by the National Geodetic Survey in June 1991..
 JY1145
 JY1145.The geoid height was determined by GEOID03.
 JY1145
 JY1145.The dynamic height is computed by dividing the NAVD 88
 JY1145.geopotential number by the normal gravity value computed on the
 JY1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1145.degrees latitude (g = 980.6199 gals.).
 JY1145
 JY1145.The modeled gravity was interpolated from observed gravity values.
 JY1145
 JY1145;                    North         East    Units  Estimated Accuracy
 JY1145;SPC OH S     -   186,350.      478,430.      MT  (+/- 180 meters Scaled)
 JY1145
 JY1145                          SUPERSEDED SURVEY CONTROL
 JY1145
 JY1145  NGVD 29 (??/??/92)  291.338  (m)          955.83   (f) ADJ UNCH    2 0
 JY1145
 JY1145.Superseded values are not recommended for survey control.
 JY1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1145.See file dsdata.txt to determine how the superseded data were derived.
 JY1145
 JY1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD497951(NAD 83)
 JY1145_MARKER: DB = BENCH MARK DISK
 JY1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1145_STAMPING: F 37 1934
 JY1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1145+STABILITY: SURFACE MOTION
 JY1145
 JY1145  HISTORY     - Date     Condition        Report By
 JY1145  HISTORY     - 1934     MONUMENTED       CGS
 JY1145  HISTORY     - 1954     MARK NOT FOUND   NGS
 JY1145  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 JY1145
 JY1145                          STATION DESCRIPTION
 JY1145
 JY1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY1145'1 MI E FROM XENIA.
 JY1145'1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY1145'STATION AT XENIA, GREENE COUNTY, 0.1 MILE SOUTHEAST OF THE OLD
 JY1145'SOLDIERS AND SAILORS ORPHANS HOME, 55 YARDS SOUTH OF THE CENTERLINE
 JY1145'OF U.S. HIGHWAY 68, AT A GRAVEL-ROAD CROSSING, 17.1 FEET SOUTH OF
 JY1145'THE SOUTH RAIL, 15.1 FEET WEST OF THE CENTERLINE OF THE ROAD,
 JY1145'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F 37 1934 AND
 JY1145'SET IN THE TOP OF A CONCRETE POST.
 JY1145
 JY1145                          STATION RECOVERY (2002)
 JY1145
 JY1145'RECOVERY NOTE BY US POWER SQUADRON 2002 (THM)
 JY1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0892 ***********************************************************************
 JY0892  DESIGNATION -  F 38
 JY0892  PID         -  JY0892
 JY0892  STATE/COUNTY-  OH/MADISON
 JY0892  USGS QUAD   -  LONDON (1995)
 JY0892
 JY0892                         *CURRENT SURVEY CONTROL
 JY0892  ___________________________________________________________________
 JY0892* NAD 83(1986)-  39 59 46.     (N)    083 25 13.     (W)     SCALED    
 JY0892* NAVD 88     -       307.341  (meters)    1008.33   (feet)  ADJUSTED  
 JY0892  ___________________________________________________________________
 JY0892  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JY0892  DYNAMIC HT  -         307.179 (meters)    1007.80  (feet)  COMP
 JY0892  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 JY0892
 JY0892  VERT ORDER  -  SECOND    CLASS 0
 JY0892
 JY0892.The horizontal coordinates were scaled from a topographic map and have
 JY0892.an estimated accuracy of +/- 6 seconds.
 JY0892
 JY0892.The orthometric height was determined by differential leveling
 JY0892.and adjusted by the National Geodetic Survey in June 1991..
 JY0892
 JY0892.The geoid height was determined by GEOID03.
 JY0892
 JY0892.The dynamic height is computed by dividing the NAVD 88
 JY0892.geopotential number by the normal gravity value computed on the
 JY0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0892.degrees latitude (g = 980.6199 gals.).
 JY0892
 JY0892.The modeled gravity was interpolated from observed gravity values.
 JY0892
 JY0892;                    North         East    Units  Estimated Accuracy
 JY0892;SPC OH S     -   222,000.      521,410.      MT  (+/- 180 meters Scaled)
 JY0892
 JY0892                          SUPERSEDED SURVEY CONTROL
 JY0892
 JY0892  NGVD 29 (??/??/92)  307.524  (m)         1008.93   (f) ADJ UNCH    2 0
 JY0892
 JY0892.Superseded values are not recommended for survey control.
 JY0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0892.See file dsdata.txt to determine how the superseded data were derived.
 JY0892
 JY0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE933301(NAD 83)
 JY0892_MARKER: DB = BENCH MARK DISK
 JY0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0892_STAMPING: F 38 1934
 JY0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0892+STABILITY: SURFACE MOTION
 JY0892
 JY0892  HISTORY     - Date     Condition        Report By
 JY0892  HISTORY     - 1934     MONUMENTED       CGS
 JY0892  HISTORY     - 1959     GOOD             NGS
 JY0892  HISTORY     - 20030618 MARK NOT FOUND   OHDT
 JY0892
 JY0892                          STATION DESCRIPTION
 JY0892
 JY0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JY0892'7.3 MI N FROM LONDON.
 JY0892'7.3 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE NORTH CORPORATION
 JY0892'LIMIT OF LONDON, MADISON COUNTY, 0.2 MILE NORTH OF THE
 JY0892'INTERSECTION OF STATE HIGHWAY 29, 29.6 FEET WEST OF THE
 JY0892'CENTERLINE OF THE HIGHWAY, AT THE FOOT OF A POLE, 1.3 FEET
 JY0892'EAST OF THE FENCE LINE, AND ABOUT 1/2-FOOT LOWER THAN THE
 JY0892'ROADWAY.  A STANDARD DISK, STAMPED F 38 1934 AND SET IN THE
 JY0892'TOP OF A CONCRETE POST.
 JY0892
 JY0892                          STATION RECOVERY (2003)
 JY0892
 JY0892'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 JY0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0927 ***********************************************************************
 JY0927  DESIGNATION -  F 39 RESET
 JY0927  PID         -  JY0927
 JY0927  STATE/COUNTY-  OH/FAYETTE
 JY0927  USGS QUAD   -  WASHINGTON COURT HOUSE (1986)
 JY0927
 JY0927                         *CURRENT SURVEY CONTROL
 JY0927  ___________________________________________________________________
 JY0927* NAD 83(1986)-  39 36 11.     (N)    083 24 07.     (W)     SCALED    
 JY0927* NAVD 88     -       297.04   (+/-2cm)     974.5    (feet)  VERTCON   
 JY0927  ___________________________________________________________________
 JY0927  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JY0927
 JY0927  VERT ORDER  -  THIRD (See Below)
 JY0927
 JY0927.The horizontal coordinates were scaled from a topographic map and have
 JY0927.an estimated accuracy of +/- 6 seconds.
 JY0927
 JY0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY0927.The vertical order pertains to the NGVD 29 superseded value.
 JY0927
 JY0927.The geoid height was determined by GEOID03.
 JY0927
 JY0927;                    North         East    Units  Estimated Accuracy
 JY0927;SPC OH S     -   178,350.      522,540.      MT  (+/- 180 meters Scaled)
 JY0927
 JY0927                          SUPERSEDED SURVEY CONTROL
 JY0927
 JY0927  NGVD 29 (10/13/05)  297.22   (m)          975.1    (f) RESET       3  
 JY0927
 JY0927.Superseded values are not recommended for survey control.
 JY0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0927.See file dsdata.txt to determine how the superseded data were derived.
 JY0927
 JY0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD937864(NAD 83)
 JY0927_MARKER: DB = BENCH MARK DISK
 JY0927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0927_SP_SET: BRIDGE
 JY0927_STAMPING: F 39 RESET 1961
 JY0927_MARK LOGO: CGS   
 JY0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0927
 JY0927  HISTORY     - Date     Condition        Report By
 JY0927  HISTORY     - 1961     MONUMENTED       OHHD
 JY0927  HISTORY     - 1962     GOOD             CGS
 JY0927
 JY0927                          STATION DESCRIPTION
 JY0927
 JY0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JY0927'0.5 MI W FROM BLOOMINGBURG.
 JY0927'0.5 MILE WEST ALONG STATE ROUTE 38 FROM THE POST OFFICE AT
 JY0927'BLOOMINGBURG, 49 FEET WEST OF CORPORATION LIMIT, AND SET IN
 JY0927'THE TOP OF THE SOUTHEAST CONCRETE WING OF A CONCRETE BRIDGE OVER
 JY0927'PAINT CREEK, 24.3 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0820 ***********************************************************************
 JZ0820  DESIGNATION -  F 39 X
 JZ0820  PID         -  JZ0820
 JZ0820  STATE/COUNTY-  OH/HAMILTON
 JZ0820  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0820
 JZ0820                         *CURRENT SURVEY CONTROL
 JZ0820  ___________________________________________________________________
 JZ0820* NAD 83(1986)-  39 08 15.     (N)    084 32 38.     (W)     SCALED    
 JZ0820* NAVD 88     -       151.984  (meters)     498.63   (feet)  ADJUSTED  
 JZ0820  ___________________________________________________________________
 JZ0820  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0820  DYNAMIC HT  -         151.888 (meters)     498.32  (feet)  COMP
 JZ0820  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 JZ0820
 JZ0820  VERT ORDER  -  FIRST     CLASS II
 JZ0820
 JZ0820.The horizontal coordinates were scaled from a topographic map and have
 JZ0820.an estimated accuracy of +/- 6 seconds.
 JZ0820
 JZ0820.The orthometric height was determined by differential leveling
 JZ0820.and adjusted by the National Geodetic Survey in January 1994..
 JZ0820.WARNING-Repeat measurements at this control monument indicate possible
 JZ0820.vertical movement.
 JZ0820
 JZ0820.The geoid height was determined by GEOID03.
 JZ0820
 JZ0820.The dynamic height is computed by dividing the NAVD 88
 JZ0820.geopotential number by the normal gravity value computed on the
 JZ0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0820.degrees latitude (g = 980.6199 gals.).
 JZ0820
 JZ0820.The modeled gravity was interpolated from observed gravity values.
 JZ0820
 JZ0820;                    North         East    Units  Estimated Accuracy
 JZ0820;SPC OH S     -   128,280.      423,310.      MT  (+/- 180 meters Scaled)
 JZ0820
 JZ0820                          SUPERSEDED SURVEY CONTROL
 JZ0820
 JZ0820  NAVD 88 (06/15/91)  151.978  (m)          498.61   (f) UNKNOWN     1 2
 JZ0820  NGVD 29 (??/??/92)  152.153  (m)          499.19   (f) ADJ UNCH    1 2
 JZ0820
 JZ0820.Superseded values are not recommended for survey control.
 JZ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0820.See file dsdata.txt to determine how the superseded data were derived.
 JZ0820
 JZ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ122349(NAD 83)
 JZ0820_MARKER: DB = BENCH MARK DISK
 JZ0820_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ0820_SP_SET: PIER
 JZ0820_STAMPING: F 39 X 1935
 JZ0820_MARK LOGO: CGS   
 JZ0820_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0820+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ0820
 JZ0820  HISTORY     - Date     Condition        Report By
 JZ0820  HISTORY     - 1935     MONUMENTED       CGS
 JZ0820  HISTORY     - 1949     GOOD             NGS
 JZ0820  HISTORY     - 19930604 GOOD             NGS
 JZ0820
 JZ0820                          STATION DESCRIPTION
 JZ0820
 JZ0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0820'AT CINCINNATI.
 JZ0820'ON THE BALTIMORE AND OHIO RAILROAD, 3.0 MILES NORTH OF THE
 JZ0820'STATION, 14 YARDS WEST OF MILEPOST P 191, 42 YARDS NORTH OF THE
 JZ0820'NORTHWEST CORNER OF THE YARD OFFICE, AT THE HOPPLE STREET BRIDGE
 JZ0820'OVER THE TRACKS, IN THE FACE OF THE FIRST CONCRETE PIER NORTH OF
 JZ0820'THE OUT-BOUND TRACK, 7 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 JZ0820'MAIN TRACK, 2.5 FEET EAST OF THE WEST EDGE OF THE PIER, AND 4.5
 JZ0820'FEET ABOVE THE TOP OF THE RAIL.
 JZ0820
 JZ0820                          STATION RECOVERY (1993)
 JZ0820
 JZ0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0820'IN CINCINNATI, AT THE INTERSECTION OF HOPPLE STREET AND THE CHESSIE
 JZ0820'SYSTEMS RAILROAD, SET VERTICALLY IN THE WEST FACE OF THE CENTER 1 OF
 JZ0820'3 CONCRETE COLUMNS OF THE 10TH PIER WEST OF THE EAST ABUTMENT OF THE
 JZ0820'STREET OVERPASS OF THE RAILROAD, 27.1 M (88.9 FT) WEST OF THE NEAR
 JZ0820'RAIL OF THE EAST TRACK, 2.3 M (7.5 FT) NORTH OF THE CENTER OF THE
 JZ0820'PIER, 1.0 M (3.3 FT) ABOVE THE GROUND SURFACE, AND 0.7 M (2.3 FT)
 JZ0820'SOUTH OF THE NORTHWEST CORNER OF THE COLUMN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0177 ***********************************************************************
 MD0177  DESIGNATION -  F 40
 MD0177  PID         -  MD0177
 MD0177  STATE/COUNTY-  OH/DEFIANCE
 MD0177  USGS QUAD   -  DEFIANCE EAST (1979)
 MD0177
 MD0177                         *CURRENT SURVEY CONTROL
 MD0177  ___________________________________________________________________
 MD0177* NAD 83(1986)-  41 18 29.     (N)    084 19 30.     (W)     SCALED    
 MD0177* NAVD 88     -       224.009  (meters)     734.94   (feet)  POSTED    
 MD0177  ___________________________________________________________________
 MD0177  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 MD0177  DYNAMIC HT  -         223.910 (meters)     734.61  (feet)  COMP
 MD0177  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 MD0177
 MD0177  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MD0177
 MD0177.The horizontal coordinates were scaled from a topographic map and have
 MD0177.an estimated accuracy of +/- 6 seconds.
 MD0177
 MD0177.The orthometric height was determined by differential leveling
 MD0177.and adjusted by the National Geodetic Survey in 1992..
 MD0177.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MD0177.rate of 2.1 thru 3.0 mm/km.
 MD0177
 MD0177.The geoid height was determined by GEOID03.
 MD0177
 MD0177.The dynamic height is computed by dividing the NAVD 88
 MD0177.geopotential number by the normal gravity value computed on the
 MD0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0177.degrees latitude (g = 980.6199 gals.).
 MD0177
 MD0177.The modeled gravity was interpolated from observed gravity values.
 MD0177
 MD0177;                    North         East    Units  Estimated Accuracy
 MD0177;SPC OH N     -   183,870.      447,190.      MT  (+/- 180 meters Scaled)
 MD0177
 MD0177                          SUPERSEDED SURVEY CONTROL
 MD0177
 MD0177  NGVD 29 (??/??/92)  224.19   (m)          735.5    (f) COMPUTED    2 0
 MD0177
 MD0177.Superseded values are not recommended for survey control.
 MD0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0177.See file dsdata.txt to determine how the superseded data were derived.
 MD0177
 MD0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL239764(NAD 83)
 MD0177_MARKER: DB = BENCH MARK DISK
 MD0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0177_STAMPING: F40 1934
 MD0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0177+STABILITY: SURFACE MOTION
 MD0177
 MD0177  HISTORY     - Date     Condition        Report By
 MD0177  HISTORY     - 1934     MONUMENTED       CGS
 MD0177
 MD0177                          STATION DESCRIPTION
 MD0177
 MD0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0177'2.7 MI E FROM DEFIANCE.
 MD0177'STATION BY RAIL ALONG THE NAPOLEON TO CECIL BRANCH OF THE WABASH
 MD0177'RAILROAD, 13 RAILS WEST OF DIRT ROAD CROSSING, 2 RAILS WEST AND
 MD0177'ON OPPOSITE SIDE OF MILEPOST ST. L. 388 (OR TOL. 48), 17.5 FEET
 MD0177'NORTH OF NORTH RAIL 2.5 FEET ABOVE TOP OF RAIL, IN TOP OF
 MD0177'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0178 ***********************************************************************
 MD0178  DESIGNATION -  F 40 RESET
 MD0178  PID         -  MD0178
 MD0178  STATE/COUNTY-  OH/DEFIANCE
 MD0178  USGS QUAD   -  DEFIANCE EAST (1979)
 MD0178
 MD0178                         *CURRENT SURVEY CONTROL
 MD0178  ___________________________________________________________________
 MD0178* NAD 83(1986)-  41 18 29.     (N)    084 19 30.     (W)     SCALED    
 MD0178* NAVD 88     -       224.02   (+/-2cm)     735.0    (feet)  VERTCON   
 MD0178  ___________________________________________________________________
 MD0178  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 MD0178
 MD0178  VERT ORDER  -  THIRD (See Below)
 MD0178
 MD0178.The horizontal coordinates were scaled from a topographic map and have
 MD0178.an estimated accuracy of +/- 6 seconds.
 MD0178
 MD0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD0178.The vertical order pertains to the NGVD 29 superseded value.
 MD0178
 MD0178.The geoid height was determined by GEOID03.
 MD0178
 MD0178;                    North         East    Units  Estimated Accuracy
 MD0178;SPC OH N     -   183,870.      447,190.      MT  (+/- 180 meters Scaled)
 MD0178
 MD0178                          SUPERSEDED SURVEY CONTROL
 MD0178
 MD0178  NGVD 29 (??/??/??)  224.20   (m)          735.6    (f) RESET       3  
 MD0178
 MD0178.Superseded values are not recommended for survey control.
 MD0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0178.See file dsdata.txt to determine how the superseded data were derived.
 MD0178
 MD0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL239764(NAD 83)
 MD0178_MARKER: DB = BENCH MARK DISK
 MD0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0178_STAMPING: F 40 RESET 1954
 MD0178_MARK LOGO: CGS   
 MD0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0178+STABILITY: SURFACE MOTION
 MD0178
 MD0178  HISTORY     - Date     Condition        Report By
 MD0178  HISTORY     - 1954     MONUMENTED
 MD0178
 MD0178                          STATION DESCRIPTION
 MD0178
 MD0178'DESCRIBED 1954
 MD0178'2.7 MI E FROM DEFIANCE.
 MD0178'2.7 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 MD0178'DEFIANCE, DEFIANCE COUNTY, 2 RAILS WEST OF MILEPOST T 48 ST. L
 MD0178'388, 13 RAILS WEST OF THE DOMERSVILLE ROAD NO. 175 CROSSING, 41
 MD0178'FEET NORTH OF THE NORTH RAIL, AND 2.5 FEET HIGHER THAN THE TOP OF
 MD0178'THE RAIL.  A STANDARD DISK, STAMPED F 40 RESET 1954 AND SET IN
 MD0178'THE TOP OF A CONCRETE POST ENCASED IN AN 8-INCH CLAY TILE.
 MD0178'NOTE-- THIS MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED
 MD0178'BY THE DEFIANCE COUNTY ENGINEER IN JULY 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0352 ***********************************************************************
 MD0352  DESIGNATION -  F 41
 MD0352  PID         -  MD0352
 MD0352  STATE/COUNTY-  OH/WILLIAMS
 MD0352  USGS QUAD   -  BRYAN (1977)
 MD0352
 MD0352                         *CURRENT SURVEY CONTROL
 MD0352  ___________________________________________________________________
 MD0352* NAD 83(1986)-  41 28 55.     (N)    084 32 32.     (W)     SCALED    
 MD0352* NAVD 88     -       232.756  (meters)     763.63   (feet)  ADJUSTED  
 MD0352  ___________________________________________________________________
 MD0352  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 MD0352  DYNAMIC HT  -         232.665 (meters)     763.34  (feet)  COMP
 MD0352  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 MD0352
 MD0352  VERT ORDER  -  SECOND    CLASS 0
 MD0352
 MD0352.The horizontal coordinates were scaled from a topographic map and have
 MD0352.an estimated accuracy of +/- 6 seconds.
 MD0352
 MD0352.The orthometric height was determined by differential leveling
 MD0352.and adjusted by the National Geodetic Survey in June 1991..
 MD0352
 MD0352.The geoid height was determined by GEOID03.
 MD0352
 MD0352.The dynamic height is computed by dividing the NAVD 88
 MD0352.geopotential number by the normal gravity value computed on the
 MD0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0352.degrees latitude (g = 980.6199 gals.).
 MD0352
 MD0352.The modeled gravity was interpolated from observed gravity values.
 MD0352
 MD0352;                    North         East    Units  Estimated Accuracy
 MD0352;SPC OH N     -   203,580.      429,460.      MT  (+/- 180 meters Scaled)
 MD0352
 MD0352                          SUPERSEDED SURVEY CONTROL
 MD0352
 MD0352  NGVD 29 (??/??/92)  232.908  (m)          764.13   (f) ADJ UNCH    2 0
 MD0352
 MD0352.Superseded values are not recommended for survey control.
 MD0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0352.See file dsdata.txt to determine how the superseded data were derived.
 MD0352
 MD0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL051951(NAD 83)
 MD0352_MARKER: DB = BENCH MARK DISK
 MD0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0352_SP_SET: SEMAPHORE BASE
 MD0352_STAMPING: F 41 1934
 MD0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0352
 MD0352  HISTORY     - Date     Condition        Report By
 MD0352  HISTORY     - 1934     MONUMENTED       CGS
 MD0352
 MD0352                          STATION DESCRIPTION
 MD0352
 MD0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0352'0.5 MI E FROM BRYAN.
 MD0352'0.5 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0352'STATION AT BRYAN, WILLIAMS COUNTY, 21 YARDS EAST OF THE
 MD0352'CROSSING OF THE NORTH RAIL OF THE NEW YORK CENTRAL RAILROAD
 MD0352'TRACK AND THE EAST RAIL OF THE FORMER CINCINNATI NORTHERN
 MD0352'RAILROAD TRACK, IN THE TOP OF THE SOUTHEAST CORNER OF AN
 MD0352'ABANDONED CONCRETE SEMAPHORE FOUNDATION, 5 FEET NORTH OF THE
 MD0352'NORTH RAIL, AND ABOUT 1 FOOT BELOW THE TOP OF THE RAIL.  A
 MD0352'STANDARD DISK, STAMPED F 41 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0493 ***********************************************************************
 LA0493  DESIGNATION -  F 42
 LA0493  PID         -  LA0493
 LA0493  STATE/COUNTY-  OH/VAN WERT
 LA0493  USGS QUAD   -  SCOTT (1988)
 LA0493
 LA0493                         *CURRENT SURVEY CONTROL
 LA0493  ___________________________________________________________________
 LA0493* NAD 83(1986)-  40 59 21.     (N)    084 34 56.     (W)     SCALED    
 LA0493* NAVD 88     -       225.873  (meters)     741.05   (feet)  ADJUSTED  
 LA0493  ___________________________________________________________________
 LA0493  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LA0493  DYNAMIC HT  -         225.775 (meters)     740.73  (feet)  COMP
 LA0493  MODELED GRAV-     980,186.8   (mgal)                       NAVD 88
 LA0493
 LA0493  VERT ORDER  -  SECOND    CLASS 0
 LA0493
 LA0493.The horizontal coordinates were scaled from a topographic map and have
 LA0493.an estimated accuracy of +/- 6 seconds.
 LA0493
 LA0493.The orthometric height was determined by differential leveling
 LA0493.and adjusted by the National Geodetic Survey in June 1991..
 LA0493
 LA0493.The geoid height was determined by GEOID03.
 LA0493
 LA0493.The dynamic height is computed by dividing the NAVD 88
 LA0493.geopotential number by the normal gravity value computed on the
 LA0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0493.degrees latitude (g = 980.6199 gals.).
 LA0493
 LA0493.The modeled gravity was interpolated from observed gravity values.
 LA0493
 LA0493;                    North         East    Units  Estimated Accuracy
 LA0493;SPC OH N     -   148,950.      424,810.      MT  (+/- 180 meters Scaled)
 LA0493
 LA0493                          SUPERSEDED SURVEY CONTROL
 LA0493
 LA0493  NGVD 29 (??/??/92)  226.032  (m)          741.57   (f) ADJ UNCH    2 0
 LA0493
 LA0493.Superseded values are not recommended for survey control.
 LA0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0493.See file dsdata.txt to determine how the superseded data were derived.
 LA0493
 LA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL033403(NAD 83)
 LA0493_MARKER: DB = BENCH MARK DISK
 LA0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0493_STAMPING: F 42 1934
 LA0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0493+STABILITY: SURFACE MOTION
 LA0493
 LA0493  HISTORY     - Date     Condition        Report By
 LA0493  HISTORY     - 1934     MONUMENTED       CGS
 LA0493
 LA0493                          STATION DESCRIPTION
 LA0493
 LA0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0493'AT SCOTT.
 LA0493'AT SCOTT, VAN WERT COUNTY, ON THE CINCINNATI NORTHERN RAILROAD,
 LA0493'78 YARDS SOUTH OF THE SOUTH END OF THE STATION, 24.6 FEET WEST
 LA0493'OF THE WEST RAIL, 4.4 FEET NORTHEAST OF TELEPHONE POLE 94/40, AND
 LA0493'ABOUT 3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK STAMPED
 LA0493'F 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0528 ***********************************************************************
 LA0528  DESIGNATION -  F 43
 LA0528  PID         -  LA0528
 LA0528  STATE/COUNTY-  OH/MERCER
 LA0528  USGS QUAD   -  CELINA (1982)
 LA0528
 LA0528                         *CURRENT SURVEY CONTROL
 LA0528  ___________________________________________________________________
 LA0528* NAD 83(1986)-  40 30 48.     (N)    084 35 51.     (W)     SCALED    
 LA0528* NAVD 88     -       266.121  (meters)     873.10   (feet)  ADJUSTED  
 LA0528  ___________________________________________________________________
 LA0528  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 LA0528  DYNAMIC HT  -         265.992 (meters)     872.68  (feet)  COMP
 LA0528  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 LA0528
 LA0528  VERT ORDER  -  SECOND    CLASS 0
 LA0528
 LA0528.The horizontal coordinates were scaled from a topographic map and have
 LA0528.an estimated accuracy of +/- 6 seconds.
 LA0528
 LA0528.The orthometric height was determined by differential leveling
 LA0528.and adjusted by the National Geodetic Survey in June 1991..
 LA0528
 LA0528.The geoid height was determined by GEOID03.
 LA0528
 LA0528.The dynamic height is computed by dividing the NAVD 88
 LA0528.geopotential number by the normal gravity value computed on the
 LA0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0528.degrees latitude (g = 980.6199 gals.).
 LA0528
 LA0528.The modeled gravity was interpolated from observed gravity values.
 LA0528
 LA0528;                    North         East    Units  Estimated Accuracy
 LA0528;SPC OH N     -    96,160.      422,260.      MT  (+/- 180 meters Scaled)
 LA0528
 LA0528                          SUPERSEDED SURVEY CONTROL
 LA0528
 LA0528  NGVD 29 (??/??/92)  266.278  (m)          873.61   (f) ADJ UNCH    2 0
 LA0528
 LA0528.Superseded values are not recommended for survey control.
 LA0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0528.See file dsdata.txt to determine how the superseded data were derived.
 LA0528
 LA0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK035875(NAD 83)
 LA0528_MARKER: DB = BENCH MARK DISK
 LA0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0528_STAMPING: F 43 1934
 LA0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0528+STABILITY: SURFACE MOTION
 LA0528
 LA0528  HISTORY     - Date     Condition        Report By
 LA0528  HISTORY     - 1934     MONUMENTED       CGS
 LA0528
 LA0528                          STATION DESCRIPTION
 LA0528
 LA0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0528'2 MI S FROM CELINA.
 LA0528'2.0 MILES SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 LA0528'STATION AT CELINA, MERCER COUNTY, AT THE CROSSING OF A PRIVATE
 LA0528'ROAD, OPPOSITE TELEPHONE POLE 129/18, 27.8 FEET EAST OF THE
 LA0528'EAST RAIL, 3.2 FEET WEST OF A WIRE FENCE, 5 YARDS WEST OF A
 LA0528'2-FOOT OAK TREE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 LA0528'STANDARD DISK, STAMPED F 43 1934 AND SET IN THE TOP OF A CONCRETE
 LA0528'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0131 ***********************************************************************
 LA0131  DESIGNATION -  F 45
 LA0131  PID         -  LA0131
 LA0131  STATE/COUNTY-  OH/SHELBY
 LA0131  USGS QUAD   -  PIQUA WEST (1984)
 LA0131
 LA0131                         *CURRENT SURVEY CONTROL
 LA0131  ___________________________________________________________________
 LA0131* NAD 83(1986)-  40 14 34.     (N)    084 22 26.     (W)     SCALED    
 LA0131* NAVD 88     -       296.033  (meters)     971.23   (feet)  ADJUSTED  
 LA0131  ___________________________________________________________________
 LA0131  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LA0131  DYNAMIC HT  -         295.887 (meters)     970.76  (feet)  COMP
 LA0131  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 LA0131
 LA0131  VERT ORDER  -  SECOND    CLASS 0
 LA0131
 LA0131.The horizontal coordinates were scaled from a topographic map and have
 LA0131.an estimated accuracy of +/- 6 seconds.
 LA0131
 LA0131.The orthometric height was determined by differential leveling
 LA0131.and adjusted by the National Geodetic Survey in June 1991..
 LA0131
 LA0131.The geoid height was determined by GEOID03.
 LA0131
 LA0131.The dynamic height is computed by dividing the NAVD 88
 LA0131.geopotential number by the normal gravity value computed on the
 LA0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0131.degrees latitude (g = 980.6199 gals.).
 LA0131
 LA0131.The modeled gravity was interpolated from observed gravity values.
 LA0131
 LA0131;                    North         East    Units  Estimated Accuracy
 LA0131;SPC OH N     -    65,690.      440,560.      MT  (+/- 180 meters Scaled)
 LA0131
 LA0131                          SUPERSEDED SURVEY CONTROL
 LA0131
 LA0131  NGVD 29 (??/??/92)  296.221  (m)          971.85   (f) ADJ UNCH    2 0
 LA0131
 LA0131.Superseded values are not recommended for survey control.
 LA0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0131.See file dsdata.txt to determine how the superseded data were derived.
 LA0131
 LA0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK233580(NAD 83)
 LA0131_MARKER: DB = BENCH MARK DISK
 LA0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0131_STAMPING: F 45 1934
 LA0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0131+STABILITY: SURFACE MOTION
 LA0131
 LA0131  HISTORY     - Date     Condition        Report By
 LA0131  HISTORY     - 1934     MONUMENTED       CGS
 LA0131
 LA0131                          STATION DESCRIPTION
 LA0131
 LA0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0131'2 MI W FROM HOUSTON.
 LA0131'2.0 MILES WEST ALONG CLEVELAND, CINCINNATI, CHICAGO AND ST.
 LA0131'LOUIS RAILWAY FROM THE STATION AT HOUSTON, SHELBY COUNTY, 0.2
 LA0131'MILE EAST OF A ROAD CROSSING NEAR A BRICK SCHOOL, 18 FEET SOUTH
 LA0131'OF THE SOUTH RAIL, 10.5 FEET SOUTHWEST OF POLE 175+25, AND
 LA0131'ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LA0131'F 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0015 ***********************************************************************
 JZ0015  DESIGNATION -  F 47
 JZ0015  PID         -  JZ0015
 JZ0015  STATE/COUNTY-  OH/MONTGOMERY
 JZ0015  USGS QUAD   -  BROOKVILLE (1987)
 JZ0015
 JZ0015                         *CURRENT SURVEY CONTROL
 JZ0015  ___________________________________________________________________
 JZ0015* NAD 83(1986)-  39 50 10.     (N)    084 24 32.     (W)     SCALED    
 JZ0015* NAVD 88     -       314.542  (meters)    1031.96   (feet)  ADJUSTED  
 JZ0015  ___________________________________________________________________
 JZ0015  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JZ0015  DYNAMIC HT  -         314.368 (meters)    1031.39  (feet)  COMP
 JZ0015  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 JZ0015
 JZ0015  VERT ORDER  -  SECOND    CLASS 0
 JZ0015
 JZ0015.The horizontal coordinates were scaled from a topographic map and have
 JZ0015.an estimated accuracy of +/- 6 seconds.
 JZ0015
 JZ0015.The orthometric height was determined by differential leveling
 JZ0015.and adjusted by the National Geodetic Survey in June 1991..
 JZ0015
 JZ0015.The geoid height was determined by GEOID03.
 JZ0015
 JZ0015.The dynamic height is computed by dividing the NAVD 88
 JZ0015.geopotential number by the normal gravity value computed on the
 JZ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0015.degrees latitude (g = 980.6199 gals.).
 JZ0015
 JZ0015.The modeled gravity was interpolated from observed gravity values.
 JZ0015
 JZ0015;                    North         East    Units  Estimated Accuracy
 JZ0015;SPC OH S     -   205,560.      436,620.      MT  (+/- 180 meters Scaled)
 JZ0015
 JZ0015                          SUPERSEDED SURVEY CONTROL
 JZ0015
 JZ0015  NGVD 29 (??/??/92)  314.714  (m)         1032.52   (f) ADJ UNCH    2 0
 JZ0015
 JZ0015.Superseded values are not recommended for survey control.
 JZ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0015.See file dsdata.txt to determine how the superseded data were derived.
 JZ0015
 JZ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK217127(NAD 83)
 JZ0015_MARKER: DB = BENCH MARK DISK
 JZ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0015_STAMPING: F 47 1934
 JZ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0015+STABILITY: SURFACE MOTION
 JZ0015
 JZ0015  HISTORY     - Date     Condition        Report By
 JZ0015  HISTORY     - 1934     MONUMENTED       CGS
 JZ0015  HISTORY     - 19951120 MARK NOT FOUND   USPSQD
 JZ0015
 JZ0015                          STATION DESCRIPTION
 JZ0015
 JZ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ0015'AT BROOKVILLE.
 JZ0015'AT BROOKVILLE, MONTGOMERY COUNTY, ON THE PENNSYLVANIA RAILROAD,
 JZ0015'3-1/2 RAILS EAST OF THE STATION, 11.5 FEET SOUTHWEST OF THE
 JZ0015'SECOND POLE EAST OF THE STATION, ACROSS THE TRACK FROM A RED
 JZ0015'BRICK HOUSE, 16 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1/2
 JZ0015'FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 JZ0015'F 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JZ0015
 JZ0015                          STATION RECOVERY (1995)
 JZ0015
 JZ0015'RECOVERY NOTE BY US POWER SQUADRON 1995
 JZ0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0860 ***********************************************************************
 JZ0860  DESIGNATION -  F 48
 JZ0860  PID         -  JZ0860
 JZ0860  STATE/COUNTY-  OH/BUTLER
 JZ0860  USGS QUAD   -  MILLVILLE (1970)
 JZ0860
 JZ0860                         *CURRENT SURVEY CONTROL
 JZ0860  ___________________________________________________________________
 JZ0860* NAD 83(1986)-  39 25 43.     (N)    084 38 48.     (W)     SCALED    
 JZ0860* NAVD 88     -       260.488  (meters)     854.62   (feet)  ADJUSTED  
 JZ0860  ___________________________________________________________________
 JZ0860  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JZ0860  DYNAMIC HT  -         260.342 (meters)     854.14  (feet)  COMP
 JZ0860  MODELED GRAV-     980,058.2   (mgal)                       NAVD 88
 JZ0860
 JZ0860  VERT ORDER  -  SECOND    CLASS 0
 JZ0860
 JZ0860.The horizontal coordinates were scaled from a topographic map and have
 JZ0860.an estimated accuracy of +/- 6 seconds.
 JZ0860
 JZ0860.The orthometric height was determined by differential leveling
 JZ0860.and adjusted by the National Geodetic Survey in June 1991..
 JZ0860
 JZ0860.The geoid height was determined by GEOID03.
 JZ0860
 JZ0860.The dynamic height is computed by dividing the NAVD 88
 JZ0860.geopotential number by the normal gravity value computed on the
 JZ0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0860.degrees latitude (g = 980.6199 gals.).
 JZ0860
 JZ0860.The modeled gravity was interpolated from observed gravity values.
 JZ0860
 JZ0860;                    North         East    Units  Estimated Accuracy
 JZ0860;SPC OH S     -   160,790.      415,200.      MT  (+/- 180 meters Scaled)
 JZ0860
 JZ0860                          SUPERSEDED SURVEY CONTROL
 JZ0860
 JZ0860  NGVD 29 (??/??/92)  260.664  (m)          855.20   (f) ADJ UNCH    2 0
 JZ0860
 JZ0860.Superseded values are not recommended for survey control.
 JZ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0860.See file dsdata.txt to determine how the superseded data were derived.
 JZ0860
 JZ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ025669(NAD 83)
 JZ0860_MARKER: DB = BENCH MARK DISK
 JZ0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0860_STAMPING: F 48 1934
 JZ0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0860+STABILITY: SURFACE MOTION
 JZ0860
 JZ0860  HISTORY     - Date     Condition        Report By
 JZ0860  HISTORY     - 1934     MONUMENTED       CGS
 JZ0860  HISTORY     - 1947     GOOD             NGS
 JZ0860  HISTORY     - 20011127 GOOD             BUTCOE
 JZ0860
 JZ0860                          STATION DESCRIPTION
 JZ0860
 JZ0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0860'5.5 MI NW FROM HAMILTON.
 JZ0860'5.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0860'THE STATION AT HAMILTON, AT A NORTH-SOUTH PAVED ROAD CROSSING,
 JZ0860'97.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 27 FEET SOUTHWEST
 JZ0860'OF THE SOUTHWEST RAIL OF THE TRACK, 44 FEET SOUTH AND ACROSS
 JZ0860'THE TRACK FROM SIGNAL NO. W 30-49, 26 FEET SOUTHEAST OF POLE
 JZ0860'NO. 30/39, 4 FEET NORTHEAST OF THE R/W FENCE LINE, 3 FEET
 JZ0860'NORTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE
 JZ0860'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ0860
 JZ0860                          STATION RECOVERY (2001)
 JZ0860
 JZ0860'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2001 (WCL)
 JZ0860'LOCATED AT INTERSECTION OF RAILROAD AND MORMAN ROAD IN SECTION 21
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0257 ***********************************************************************
 JZ0257  DESIGNATION -  F 49
 JZ0257  PID         -  JZ0257
 JZ0257  STATE/COUNTY-  OH/WARREN
 JZ0257  USGS QUAD   -  PLEASANT PLAIN (1968)
 JZ0257
 JZ0257                         *CURRENT SURVEY CONTROL
 JZ0257  ___________________________________________________________________
 JZ0257* NAD 83(1986)-  39 18 35.     (N)    084 01 55.     (W)     SCALED    
 JZ0257* NAVD 88     -       282.528  (meters)     926.93   (feet)  ADJUSTED  
 JZ0257  ___________________________________________________________________
 JZ0257  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JZ0257  DYNAMIC HT  -         282.355 (meters)     926.36  (feet)  COMP
 JZ0257  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 JZ0257
 JZ0257  VERT ORDER  -  SECOND    CLASS 0
 JZ0257
 JZ0257.The horizontal coordinates were scaled from a topographic map and have
 JZ0257.an estimated accuracy of +/- 6 seconds.
 JZ0257
 JZ0257.The orthometric height was determined by differential leveling
 JZ0257.and adjusted by the National Geodetic Survey in June 1991..
 JZ0257
 JZ0257.The geoid height was determined by GEOID03.
 JZ0257
 JZ0257.The dynamic height is computed by dividing the NAVD 88
 JZ0257.geopotential number by the normal gravity value computed on the
 JZ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0257.degrees latitude (g = 980.6199 gals.).
 JZ0257
 JZ0257.The modeled gravity was interpolated from observed gravity values.
 JZ0257
 JZ0257;                    North         East    Units  Estimated Accuracy
 JZ0257;SPC OH S     -   146,520.      467,890.      MT  (+/- 180 meters Scaled)
 JZ0257
 JZ0257                          SUPERSEDED SURVEY CONTROL
 JZ0257
 JZ0257  NGVD 29 (??/??/92)  282.695  (m)          927.48   (f) ADJ UNCH    2 0
 JZ0257
 JZ0257.Superseded values are not recommended for survey control.
 JZ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0257.See file dsdata.txt to determine how the superseded data were derived.
 JZ0257
 JZ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ559553(NAD 83)
 JZ0257_MARKER: DB = BENCH MARK DISK
 JZ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0257_STAMPING: F 49 1934
 JZ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0257+STABILITY: SURFACE MOTION
 JZ0257
 JZ0257  HISTORY     - Date     Condition        Report By
 JZ0257  HISTORY     - 1934     MONUMENTED       CGS
 JZ0257
 JZ0257                          STATION DESCRIPTION
 JZ0257
 JZ0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ0257'3.3 MI N FROM BLANCHESTER.
 JZ0257'IN WARREN COUNTY, 3.3 MILES NORTH ALONG STATE HIGHWAY 123 FROM
 JZ0257'THE BALTIMORE AND OHIO RAILROAD STATION AT BLANCHESTER, CLINTON
 JZ0257'COUNTY, AT THE INTERSECTION OF A GRAVEL ROAD, 33.3 FEET EAST OF
 JZ0257'THE CENTERLINE OF THE HIGHWAY, 26.8 FEET NORTH OF THE CENTERLINE
 JZ0257'OF THE ROAD, 18 YARDS EAST OF POLE 1431, 2.2 FEET WEST OF A
 JZ0257'FENCE, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  A
 JZ0257'STANDARD DISK, STAMPED F 49 1934 AND SET IN THE TOP OF A CONCRETE
 JZ0257'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0289 ***********************************************************************
 JZ0289  DESIGNATION -  F 50
 JZ0289  PID         -  JZ0289
 JZ0289  STATE/COUNTY-  OH/CLERMONT
 JZ0289  USGS QUAD   -  MADEIRA (1988)
 JZ0289
 JZ0289                         *CURRENT SURVEY CONTROL
 JZ0289  ___________________________________________________________________
 JZ0289* NAD 83(1986)-  39 09 41.     (N)    084 15 22.     (W)     SCALED    
 JZ0289* NAVD 88     -       158.474  (meters)     519.93   (feet)  ADJUSTED  
 JZ0289  ___________________________________________________________________
 JZ0289  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ0289  DYNAMIC HT  -         158.374 (meters)     519.60  (feet)  COMP
 JZ0289  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JZ0289
 JZ0289  VERT ORDER  -  SECOND    CLASS 0
 JZ0289
 JZ0289.The horizontal coordinates were scaled from a topographic map and have
 JZ0289.an estimated accuracy of +/- 6 seconds.
 JZ0289
 JZ0289.The orthometric height was determined by differential leveling
 JZ0289.and adjusted by the National Geodetic Survey in June 1991..
 JZ0289
 JZ0289.The geoid height was determined by GEOID03.
 JZ0289
 JZ0289.The dynamic height is computed by dividing the NAVD 88
 JZ0289.geopotential number by the normal gravity value computed on the
 JZ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0289.degrees latitude (g = 980.6199 gals.).
 JZ0289
 JZ0289.The modeled gravity was interpolated from observed gravity values.
 JZ0289
 JZ0289;                    North         East    Units  Estimated Accuracy
 JZ0289;SPC OH S     -   130,410.      448,240.      MT  (+/- 180 meters Scaled)
 JZ0289
 JZ0289                          SUPERSEDED SURVEY CONTROL
 JZ0289
 JZ0289  NGVD 29 (??/??/92)  158.654  (m)          520.52   (f) ADJ UNCH    2 0
 JZ0289
 JZ0289.Superseded values are not recommended for survey control.
 JZ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0289.See file dsdata.txt to determine how the superseded data were derived.
 JZ0289
 JZ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ370382(NAD 83)
 JZ0289_MARKER: DB = BENCH MARK DISK
 JZ0289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0289_STAMPING: F 50 1935
 JZ0289_MARK LOGO: CGS   
 JZ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0289+STABILITY: SURFACE MOTION
 JZ0289
 JZ0289  HISTORY     - Date     Condition        Report By
 JZ0289  HISTORY     - 1935     MONUMENTED       CGS
 JZ0289  HISTORY     - 1984     GOOD             NGS
 JZ0289
 JZ0289                          STATION DESCRIPTION
 JZ0289
 JZ0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JZ0289'1.9 MI SE FROM MILFORD.
 JZ0289'1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION
 JZ0289'OF STATE HIGHWAY 8 AT MILFORD, CLERMONT COUNTY, 39 YARDS SOUTH
 JZ0289'OF THE CENTER OF THE CROSSING OF A DIRT-ROAD LEADING TO THE
 JZ0289'ONE-STORY VINCENT GAY FRAME HOUSE, 6 YARDS NORTH OF POLE W M 64,
 JZ0289'12.8 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 JZ0289'CENTER OF THE TOP OF THE CONCRETE HEADWALL OF A CULVERT.  A
 JZ0289'STANDARD DISK, STAMPED F 50 1935.
 JZ0289
 JZ0289                          STATION RECOVERY (1984)
 JZ0289
 JZ0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ0289'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 3.2 KM (2.0 MI)
 JZ0289'SUTHEAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE HIGHWAY 28
 JZ0289'IN MILFORD TO THE MARK ON THE LEFT, IN TOP OF THE CENTER OF A CONCRETE
 JZ0289'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 3.66 METERS (12.0 FT) EAST OF
 JZ0289'THE CENTERLINE OF THE HIGHWAY.  NOTE--NOT LEVELED TO IN 1984.
 JZ0289'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0557 ***********************************************************************
 MC0557  DESIGNATION -  F 6
 MC0557  PID         -  MC0557
 MC0557  STATE/COUNTY-  OH/WOOD
 MC0557  USGS QUAD   -  BLOOMDALE (1972)
 MC0557
 MC0557                         *CURRENT SURVEY CONTROL
 MC0557  ___________________________________________________________________
 MC0557* NAD 83(1986)-  41 10 22.     (N)    083 33 11.     (W)     SCALED    
 MC0557* NAVD 88     -       228.962  (meters)     751.19   (feet)  ADJUSTED  
 MC0557  ___________________________________________________________________
 MC0557  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0557  DYNAMIC HT  -         228.860 (meters)     750.85  (feet)  COMP
 MC0557  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 MC0557
 MC0557  VERT ORDER  -  FIRST     CLASS II
 MC0557
 MC0557.The horizontal coordinates were scaled from a topographic map and have
 MC0557.an estimated accuracy of +/- 6 seconds.
 MC0557
 MC0557.The orthometric height was determined by differential leveling
 MC0557.and adjusted by the National Geodetic Survey in June 1991..
 MC0557
 MC0557.The geoid height was determined by GEOID03.
 MC0557
 MC0557.The dynamic height is computed by dividing the NAVD 88
 MC0557.geopotential number by the normal gravity value computed on the
 MC0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0557.degrees latitude (g = 980.6199 gals.).
 MC0557
 MC0557.The modeled gravity was interpolated from observed gravity values.
 MC0557
 MC0557;                    North         East    Units  Estimated Accuracy
 MC0557;SPC OH N     -   167,780.      511,640.      MT  (+/- 180 meters Scaled)
 MC0557
 MC0557                          SUPERSEDED SURVEY CONTROL
 MC0557
 MC0557  NGVD 29 (??/??/92)  229.15   (m)          751.8    (f) COMPUTED    1 2
 MC0557
 MC0557.Superseded values are not recommended for survey control.
 MC0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0557.See file dsdata.txt to determine how the superseded data were derived.
 MC0557
 MC0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF858610(NAD 83)
 MC0557_MARKER: DB = BENCH MARK DISK
 MC0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0557_SP_SET: STEP
 MC0557_STAMPING: F 6
 MC0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0557
 MC0557  HISTORY     - Date     Condition        Report By
 MC0557  HISTORY     - UNK      MONUMENTED       CGS
 MC0557  HISTORY     - 1968     POOR             NGS
 MC0557  HISTORY     - 1983     GOOD             LOCSUR
 MC0557
 MC0557                          STATION DESCRIPTION
 MC0557
 MC0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0557'AT BLOOMDALE.
 MC0557'AT BLOOMDALE, IN THE SOUTHEAST QUARTER OF THE INTERSECTION OF
 MC0557'MULBERRY AND GARFIELD STREETS, IN THE TOP OF THE WEST END OF THE
 MC0557'SECOND STONE STEP FROM BOTTOM OF THE NORTH ENTRANCE TO TRINITY
 MC0557'METHODIST CHURCH, AND ABOUT 1 FOOT ABOVE LEVEL OF SIDE WALK.
 MC0557'SEC 35, T 3 N, R 11 E.  NOTE- THE F 6 WAS STAMPED ON DISK BY THIS
 MC0557'PARTY.  NOTE-- THE STEP WHICH MARK IS SET IN IS A SOLID 9-FOOT
 MC0557'STONE SLAB.  IT IS SUPPORTED AT EACH END IN THE STONE MASONRY
 MC0557'BALUSTRADE WHICH APPEARS TO BE IN POOR CONDITION AND CRACKED.
 MC0557'THERE IS A SMALL SUPPORT IN CENTER OF STEP BUT DOES NOT APPEAR
 MC0557'TO GE A GOOD STRUCTURE FOR A PRECISE MARK.
 MC0557
 MC0557                          STATION RECOVERY (1983)
 MC0557
 MC0557'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0170 ***********************************************************************
 MC0170  DESIGNATION -  F 60
 MC0170  PID         -  MC0170
 MC0170  STATE/COUNTY-  OH/ERIE
 MC0170  USGS QUAD   -  KIMBALL (1969)
 MC0170
 MC0170                         *CURRENT SURVEY CONTROL
 MC0170  ___________________________________________________________________
 MC0170* NAD 83(1986)-  41 18 39.     (N)    082 41 57.     (W)     SCALED    
 MC0170* NAVD 88     -       215.919  (meters)     708.39   (feet)  POSTED    
 MC0170  ___________________________________________________________________
 MC0170  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 MC0170  DYNAMIC HT  -         215.830 (meters)     708.10  (feet)  COMP
 MC0170  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 MC0170
 MC0170  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 MC0170
 MC0170.The horizontal coordinates were scaled from a topographic map and have
 MC0170.an estimated accuracy of +/- 6 seconds.
 MC0170
 MC0170.The orthometric height was determined by differential leveling
 MC0170.and adjusted by the National Geodetic Survey in 1992..
 MC0170.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 MC0170.rate greater than 8.0 mm/km.
 MC0170
 MC0170.The geoid height was determined by GEOID03.
 MC0170
 MC0170.The dynamic height is computed by dividing the NAVD 88
 MC0170.geopotential number by the normal gravity value computed on the
 MC0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0170.degrees latitude (g = 980.6199 gals.).
 MC0170
 MC0170.The modeled gravity was interpolated from observed gravity values.
 MC0170
 MC0170;                    North         East    Units  Estimated Accuracy
 MC0170;SPC OH N     -   182,600.      583,320.      MT  (+/- 180 meters Scaled)
 MC0170
 MC0170                          SUPERSEDED SURVEY CONTROL
 MC0170
 MC0170  NGVD 29 (??/??/92)  216.150  (m)          709.15   (f) ADJ UNCH    2 0
 MC0170
 MC0170.Superseded values are not recommended for survey control.
 MC0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0170.See file dsdata.txt to determine how the superseded data were derived.
 MC0170
 MC0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF577746(NAD 83)
 MC0170_MARKER: DB = BENCH MARK DISK
 MC0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0170_STAMPING: F 60 1934
 MC0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0170+STABILITY: SURFACE MOTION
 MC0170
 MC0170  HISTORY     - Date     Condition        Report By
 MC0170  HISTORY     - 1934     MONUMENTED       CGS
 MC0170  HISTORY     - 1970     GOOD             OHHD
 MC0170  HISTORY     - 1987     GOOD             OHDT
 MC0170
 MC0170                          STATION DESCRIPTION
 MC0170
 MC0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0170'AT KIMBALL.
 MC0170'AT KIMBALL, ERIE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 MC0170'49 YARDS SOUTH OF THE SOUTH RAIL OF THE NEW YORK, CHICAGO AND
 MC0170'ST. LOUIS RAILROAD, 28 FEET NORTH OF THE CENTERLINE OF A TARVIA
 MC0170'ROAD, 27.6 FEET WEST OF THE WEST RAIL OF THE B. AND O. RR, AND
 MC0170'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 60
 MC0170'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MC0170
 MC0170                          STATION RECOVERY (1970)
 MC0170
 MC0170'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970
 MC0170'RECOVERED IN GOOD CONDITION.
 MC0170
 MC0170                          STATION RECOVERY (1987)
 MC0170
 MC0170'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JC)
 MC0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1149 ***********************************************************************
 MB1149  DESIGNATION -  F 61
 MB1149  PID         -  MB1149
 MB1149  STATE/COUNTY-  OH/PORTAGE
 MB1149  USGS QUAD   -  WINDHAM (1994)
 MB1149
 MB1149                         *CURRENT SURVEY CONTROL
 MB1149  ___________________________________________________________________
 MB1149* NAD 83(1986)-  41 12 55.     (N)    081 07 00.     (W)     SCALED    
 MB1149* NAVD 88     -       341.835  (meters)    1121.50   (feet)  ADJUSTED  
 MB1149  ___________________________________________________________________
 MB1149  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB1149  DYNAMIC HT  -         341.686 (meters)    1121.01  (feet)  COMP
 MB1149  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 MB1149
 MB1149  VERT ORDER  -  SECOND    CLASS 0
 MB1149
 MB1149.The horizontal coordinates were scaled from a topographic map and have
 MB1149.an estimated accuracy of +/- 6 seconds.
 MB1149
 MB1149.The orthometric height was determined by differential leveling
 MB1149.and adjusted by the National Geodetic Survey in June 1991..
 MB1149
 MB1149.The geoid height was determined by GEOID03.
 MB1149
 MB1149.The dynamic height is computed by dividing the NAVD 88
 MB1149.geopotential number by the normal gravity value computed on the
 MB1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1149.degrees latitude (g = 980.6199 gals.).
 MB1149
 MB1149.The modeled gravity was interpolated from observed gravity values.
 MB1149
 MB1149;                    North         East    Units  Estimated Accuracy
 MB1149;SPC OH N     -   172,890.      716,000.      MT  (+/- 180 meters Scaled)
 MB1149
 MB1149                          SUPERSEDED SURVEY CONTROL
 MB1149
 MB1149  NGVD 29 (??/??/92)  341.994  (m)         1122.03   (f) ADJ UNCH    2 0
 MB1149
 MB1149.Superseded values are not recommended for survey control.
 MB1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1149.See file dsdata.txt to determine how the superseded data were derived.
 MB1149
 MB1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF902626(NAD 83)
 MB1149_MARKER: DB = BENCH MARK DISK
 MB1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1149_STAMPING: F 61 1934
 MB1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1149+STABILITY: SURFACE MOTION
 MB1149
 MB1149  HISTORY     - Date     Condition        Report By
 MB1149  HISTORY     - 1934     MONUMENTED       CGS
 MB1149  HISTORY     - 1944     GOOD             NGS
 MB1149
 MB1149                          STATION DESCRIPTION
 MB1149
 MB1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MB1149'1.7 MI E FROM FREEDOM.
 MB1149'1.7 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 MB1149'FREEDOM, PORTAGE COUNTY, 330 YARDS WEST OF MILEPOST 177, 40 YARDS
 MB1149'EAST OF INTERSECTION OF THE CENTERLINE OF A PAVED ROAD WITH THE
 MB1149'SOUTH RAIL OF THE SOUTH TRACK, 30 YARDS SOUTHWEST OF THE
 MB1149'INTERSECTION OF THE CENTERLINE OF A GRAVEL ROAD WITH THE SOUTH
 MB1149'RAIL, 23 YARDS NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 MB1149'THE DIRT ROAD WITH THE GRAVEL ROAD, AND 8 YARDS SOUTH OF THE SOUTH
 MB1149'RAIL OF THE SOUTH TRACK.  A STANDARD DISK, STAMPED F 61 1934 AND
 MB1149'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1286 ***********************************************************************
 KY1286  DESIGNATION -  F 62
 KY1286  PID         -  KY1286
 KY1286  STATE/COUNTY-  OH/STARK
 KY1286  USGS QUAD   -  MINERVA (1994)
 KY1286
 KY1286                         *CURRENT SURVEY CONTROL
 KY1286  ___________________________________________________________________
 KY1286* NAD 83(1986)-  40 43 26.     (N)    081 06 34.     (W)     SCALED    
 KY1286* NAVD 88     -       320.660  (meters)    1052.03   (feet)  ADJUSTED  
 KY1286  ___________________________________________________________________
 KY1286  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KY1286  DYNAMIC HT  -         320.504 (meters)    1051.52  (feet)  COMP
 KY1286  MODELED GRAV-     980,131.6   (mgal)                       NAVD 88
 KY1286
 KY1286  VERT ORDER  -  SECOND    CLASS 0
 KY1286
 KY1286.The horizontal coordinates were scaled from a topographic map and have
 KY1286.an estimated accuracy of +/- 6 seconds.
 KY1286
 KY1286.The orthometric height was determined by differential leveling
 KY1286.and adjusted by the National Geodetic Survey in June 1991..
 KY1286
 KY1286.The geoid height was determined by GEOID03.
 KY1286
 KY1286.The dynamic height is computed by dividing the NAVD 88
 KY1286.geopotential number by the normal gravity value computed on the
 KY1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1286.degrees latitude (g = 980.6199 gals.).
 KY1286
 KY1286.The modeled gravity was interpolated from observed gravity values.
 KY1286
 KY1286;                    North         East    Units  Estimated Accuracy
 KY1286;SPC OH N     -   118,340.      717,470.      MT  (+/- 180 meters Scaled)
 KY1286
 KY1286                          SUPERSEDED SURVEY CONTROL
 KY1286
 KY1286  NGVD 29 (??/??/92)  320.832  (m)         1052.60   (f) ADJ UNCH    2 0
 KY1286
 KY1286.Superseded values are not recommended for survey control.
 KY1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1286.See file dsdata.txt to determine how the superseded data were derived.
 KY1286
 KY1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF907081(NAD 83)
 KY1286_MARKER: DD = SURVEY DISK
 KY1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1286_STAMPING: F 62 1934
 KY1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1286+STABILITY: SURFACE MOTION
 KY1286
 KY1286  HISTORY     - Date     Condition        Report By
 KY1286  HISTORY     - 1934     MONUMENTED       CGS
 KY1286  HISTORY     - 19930819 MARK NOT FOUND   OHDT
 KY1286
 KY1286                          STATION DESCRIPTION
 KY1286
 KY1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1286'AT MINERVA.
 KY1286'AT MINERVA, STARK COUNTY, ON THE ALLIANCE BRANCH OF THE NEW
 KY1286'YORK CENTRAL RAILROAD, 260 YARDS NORTH OF THE STATION, 22 YARDS
 KY1286'NORTHEAST OF THE INTERSECTION OF THE NORTH RAIL OF THE
 KY1286'PENNSYLVANIA RAILROAD AND THE EAST RAIL OF THE NYCRR, 13 YARDS
 KY1286'SOUTHEAST OF THE INTERSECTION OF THE SOUTH RAIL OF THE WHEELING
 KY1286'AND LAKE ERIE RAILWAY AND THE EAST RAIL OF THE NYCRR, 7 YARDS
 KY1286'EAST OF THE EAST RAIL OF THE NYCRR, AND ABOUT 6 YARDS SOUTH OF
 KY1286'THE SOUTH RAIL OF THE W AND LE RY.  A STANDARD DISK STAMPED
 KY1286'F 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KY1286
 KY1286                          STATION RECOVERY (1993)
 KY1286
 KY1286'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993
 KY1286'-----REPORT BY ODOT ---- YEAR - 1993 ------- CONDITION - NOT FOUND--
 KY1286' 
 KY1286'NOTE ** TOOL SHED GONE. APPEARS WORK HAS BEEN DONE IN AREA AND THERE
 KY1286'ARE BIG PILES OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0822 ***********************************************************************
 KY0822  DESIGNATION -  F 63
 KY0822  PID         -  KY0822
 KY0822  STATE/COUNTY-  OH/JEFFERSON
 KY0822  USGS QUAD   -  SMITHFIELD (1984)
 KY0822
 KY0822                         *CURRENT SURVEY CONTROL
 KY0822  ___________________________________________________________________
 KY0822* NAD 83(1986)-  40 21 29.     (N)    080 50 58.     (W)     SCALED    
 KY0822* NAVD 88     -       296.454  (meters)     972.62   (feet)  ADJUSTED  
 KY0822  ___________________________________________________________________
 KY0822  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0822  DYNAMIC HT  -         296.295 (meters)     972.09  (feet)  COMP
 KY0822  MODELED GRAV-     980,081.1   (mgal)                       NAVD 88
 KY0822
 KY0822  VERT ORDER  -  SECOND    CLASS 0
 KY0822
 KY0822.The horizontal coordinates were scaled from a topographic map and have
 KY0822.an estimated accuracy of +/- 6 seconds.
 KY0822
 KY0822.The orthometric height was determined by differential leveling
 KY0822.and adjusted by the National Geodetic Survey in June 1991..
 KY0822
 KY0822.The geoid height was determined by GEOID03.
 KY0822
 KY0822.The dynamic height is computed by dividing the NAVD 88
 KY0822.geopotential number by the normal gravity value computed on the
 KY0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0822.degrees latitude (g = 980.6199 gals.).
 KY0822
 KY0822.The modeled gravity was interpolated from observed gravity values.
 KY0822
 KY0822;                    North         East    Units  Estimated Accuracy
 KY0822;SPC OH N     -    78,100.      740,200.      MT  (+/- 180 meters Scaled)
 KY0822
 KY0822                          SUPERSEDED SURVEY CONTROL
 KY0822
 KY0822  NGVD 29 (??/??/92)  296.637  (m)          973.22   (f) ADJ UNCH    2 0
 KY0822
 KY0822.Superseded values are not recommended for survey control.
 KY0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0822.See file dsdata.txt to determine how the superseded data were derived.
 KY0822
 KY0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE127675(NAD 83)
 KY0822_MARKER: DB = BENCH MARK DISK
 KY0822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0822_SP_SET: STONE WALL
 KY0822_STAMPING: F 63 1934
 KY0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0822
 KY0822  HISTORY     - Date     Condition        Report By
 KY0822  HISTORY     - 1934     MONUMENTED       CGS
 KY0822  HISTORY     - 1936     GOOD             NGS
 KY0822
 KY0822                          STATION DESCRIPTION
 KY0822
 KY0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0822'AT UNIONPORT.
 KY0822'AT UNIONPORT, JEFFERSON COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KY0822'30 YARDS NORTH OF THE SOUTHWEST CORNER OF THE STATION, 22 YARDS
 KY0822'WEST OF THE CROSSING OF THE CENTERLINE OF THE MAIN STREET, 18
 KY0822'YARDS NORTHWEST OF THE WATCHMANS SHANTY, IN THE FACE OF THE
 KY0822'FOURTH BLOCK FROM THE EAST END OF THE THIRD CONFORMATION OF A
 KY0822'STONE WALL, AND 5 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 KY0822'TRACK.  A STANDARD DISK, STAMPED F 63 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1353 ***********************************************************************
 KY1353  DESIGNATION -  F 64 X
 KY1353  PID         -  KY1353
 KY1353  STATE/COUNTY-  OH/HARRISON
 KY1353  USGS QUAD   -  TIPPECANOE (1994)
 KY1353
 KY1353                         *CURRENT SURVEY CONTROL
 KY1353  ___________________________________________________________________
 KY1353* NAD 83(1986)-  40 16 20.     (N)    081 17 19.     (W)     SCALED    
 KY1353* NAVD 88     -       266.353  (meters)     873.86   (feet)  ADJUSTED  
 KY1353  ___________________________________________________________________
 KY1353  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KY1353  DYNAMIC HT  -         266.214 (meters)     873.40  (feet)  COMP
 KY1353  MODELED GRAV-     980,097.6   (mgal)                       NAVD 88
 KY1353
 KY1353  VERT ORDER  -  SECOND    CLASS 0
 KY1353
 KY1353.The horizontal coordinates were scaled from a topographic map and have
 KY1353.an estimated accuracy of +/- 6 seconds.
 KY1353
 KY1353.The orthometric height was determined by differential leveling
 KY1353.and adjusted by the National Geodetic Survey in June 1991..
 KY1353
 KY1353.The geoid height was determined by GEOID03.
 KY1353
 KY1353.The dynamic height is computed by dividing the NAVD 88
 KY1353.geopotential number by the normal gravity value computed on the
 KY1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1353.degrees latitude (g = 980.6199 gals.).
 KY1353
 KY1353.The modeled gravity was interpolated from observed gravity values.
 KY1353
 KY1353;                    North         East    Units  Estimated Accuracy
 KY1353;SPC OH N     -    67,960.      703,030.      MT  (+/- 180 meters Scaled)
 KY1353
 KY1353                          SUPERSEDED SURVEY CONTROL
 KY1353
 KY1353  NGVD 29 (??/??/92)  266.548  (m)          874.50   (f) ADJ UNCH    2 0
 KY1353
 KY1353.Superseded values are not recommended for survey control.
 KY1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1353.See file dsdata.txt to determine how the superseded data were derived.
 KY1353
 KY1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME754580(NAD 83)
 KY1353_MARKER: DD = SURVEY DISK
 KY1353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1353_SP_SET: ABUTMENT
 KY1353_STAMPING: F 64 X 1934
 KY1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1353
 KY1353  HISTORY     - Date     Condition        Report By
 KY1353  HISTORY     - 1934     MONUMENTED       CGS
 KY1353  HISTORY     - 1944     GOOD             NGS
 KY1353
 KY1353                          STATION DESCRIPTION
 KY1353
 KY1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KY1353'AT TIPPECANOE.
 KY1353'AT TIPPECANOE, HARRRISON COUNTY, 200 YARDS NORTH OF THE BALTIMORE
 KY1353'AND OHIO RAILROAD STATION, 1 POLE NORTH OF POLE 49+35, AT BRIDGE
 KY1353'16 OVER STILLWATER CREEK, IN THE TOP OF THE WEST WING WALL OF
 KY1353'THE SOUTH ABUTMENT, 7 FEET WEST OF THE WEST RAIL, AND ABOUT
 KY1353'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 KY1353'STAMPED F 64 X 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1460 ***********************************************************************
 JX1460  DESIGNATION -  F 65
 JX1460  PID         -  JX1460
 JX1460  STATE/COUNTY-  OH/NOBLE
 JX1460  USGS QUAD   -  CALDWELL NORTH (1994)
 JX1460
 JX1460                         *CURRENT SURVEY CONTROL
 JX1460  ___________________________________________________________________
 JX1460* NAD 83(1986)-  39 45 27.     (N)    081 31 59.     (W)     SCALED    
 JX1460* NAVD 88     -       226.165  (meters)     742.01   (feet)  ADJUSTED  
 JX1460  ___________________________________________________________________
 JX1460  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1460  DYNAMIC HT  -         226.035 (meters)     741.58  (feet)  COMP
 JX1460  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 JX1460
 JX1460  VERT ORDER  -  SECOND    CLASS 0
 JX1460
 JX1460.The horizontal coordinates were scaled from a topographic map and have
 JX1460.an estimated accuracy of +/- 6 seconds.
 JX1460
 JX1460.The orthometric height was determined by differential leveling
 JX1460.and adjusted by the National Geodetic Survey in June 1991..
 JX1460
 JX1460.The geoid height was determined by GEOID03.
 JX1460
 JX1460.The dynamic height is computed by dividing the NAVD 88
 JX1460.geopotential number by the normal gravity value computed on the
 JX1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1460.degrees latitude (g = 980.6199 gals.).
 JX1460
 JX1460.The modeled gravity was interpolated from observed gravity values.
 JX1460
 JX1460;                    North         East    Units  Estimated Accuracy
 JX1460;SPC OH S     -   195,550.      682,860.      MT  (+/- 180 meters Scaled)
 JX1460
 JX1460                          SUPERSEDED SURVEY CONTROL
 JX1460
 JX1460  NGVD 29 (??/??/92)  226.338  (m)          742.58   (f) ADJ UNCH    2 0
 JX1460
 JX1460.Superseded values are not recommended for survey control.
 JX1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1460.See file dsdata.txt to determine how the superseded data were derived.
 JX1460
 JX1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME543009(NAD 83)
 JX1460_MARKER: DB = BENCH MARK DISK
 JX1460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1460_SP_SET: BRIDGE
 JX1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1460
 JX1460  HISTORY     - Date     Condition        Report By
 JX1460  HISTORY     - UNK      MONUMENTED       CGS
 JX1460  HISTORY     - 1958     GOOD             NGS
 JX1460  HISTORY     - 1962     GOOD             LOCENG
 JX1460
 JX1460                          STATION DESCRIPTION
 JX1460
 JX1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JX1460'1.1 MI N FROM CALDWELL.
 JX1460'1.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JX1460'AT CALDWELL, NOBLE COUNTY, AT THE STEEL OVERPASS OVER U.S. HIGHWAY
 JX1460'21, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE BRIDGE
 JX1460'SEAT, 3 YARDS NORTH-NORTHEAST OF THE EAST RAIL, AND ABOUT 4-1/2
 JX1460'FEET LOWER THAN THE TRACK.  NOTE-- ORIGINALLY DESCRIBED AS BEING
 JX1460'IN THE TOP OF THE EAST END OF THE NORTH BRIDGE SEAT.
 JX1460
 JX1460                          STATION RECOVERY (1962)
 JX1460
 JX1460'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 JX1460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0816 ***********************************************************************
 JX0816  DESIGNATION -  F 66
 JX0816  PID         -  JX0816
 JX0816  STATE/COUNTY-  OH/NOBLE
 JX0816  USGS QUAD   -  SUMMERFIELD (1994)
 JX0816
 JX0816                         *CURRENT SURVEY CONTROL
 JX0816  ___________________________________________________________________
 JX0816* NAD 83(1986)-  39 47 37.     (N)    081 20 16.     (W)     SCALED    
 JX0816* NAVD 88     -       352.426  (meters)    1156.25   (feet)  ADJUSTED  
 JX0816  ___________________________________________________________________
 JX0816  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JX0816  DYNAMIC HT  -         352.221 (meters)    1155.58  (feet)  COMP
 JX0816  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 JX0816
 JX0816  VERT ORDER  -  SECOND    CLASS 0
 JX0816
 JX0816.The horizontal coordinates were scaled from a topographic map and have
 JX0816.an estimated accuracy of +/- 6 seconds.
 JX0816
 JX0816.The orthometric height was determined by differential leveling
 JX0816.and adjusted by the National Geodetic Survey in June 1991..
 JX0816
 JX0816.The geoid height was determined by GEOID03.
 JX0816
 JX0816.The dynamic height is computed by dividing the NAVD 88
 JX0816.geopotential number by the normal gravity value computed on the
 JX0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0816.degrees latitude (g = 980.6199 gals.).
 JX0816
 JX0816.The modeled gravity was interpolated from observed gravity values.
 JX0816
 JX0816;                    North         East    Units  Estimated Accuracy
 JX0816;SPC OH S     -   199,760.      699,540.      MT  (+/- 180 meters Scaled)
 JX0816
 JX0816                          SUPERSEDED SURVEY CONTROL
 JX0816
 JX0816  NGVD 29 (??/??/92)  352.598  (m)         1156.82   (f) ADJ UNCH    2 0
 JX0816
 JX0816.Superseded values are not recommended for survey control.
 JX0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0816.See file dsdata.txt to determine how the superseded data were derived.
 JX0816
 JX0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME710049(NAD 83)
 JX0816_MARKER: DB = BENCH MARK DISK
 JX0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0816_STAMPING: F 66 1934
 JX0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0816+STABILITY: SURFACE MOTION
 JX0816
 JX0816  HISTORY     - Date     Condition        Report By
 JX0816  HISTORY     - 1934     MONUMENTED       CGS
 JX0816  HISTORY     - 1961     MARK NOT FOUND   USGS
 JX0816
 JX0816                          STATION DESCRIPTION
 JX0816
 JX0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0816'AT SUMMERFIELD.
 JX0816'AT SUMMERFIELD, NOBLE COUNTY, AT THE JUNCTION OF STATE HIGHWAY 78
 JX0816'AND 146, 19 YARDS NORTHWEST OF THE NORTH CORNER OF THE BRUBACH
 JX0816'AND DEARTH FUNERAL HOME IN 1934, 16 YARDS WEST OF THE INTERSECTION
 JX0816'OF THE CENTERLINES OF THE HIGHWAYS, 13 YARDS SOUTHWEST OF THE
 JX0816'CENTERLINE OF STATE HIGHWAY 78, AND ABOUT 3-1/2-FEET LOWER THAN
 JX0816'THE HIGHWAY.  A STANDARD DISK, STAMPED F 66 1934 AND SET IN THE
 JX0816'TOP OF A CONCRETE POST.
 JX0816
 JX0816                          STATION RECOVERY (1961)
 JX0816
 JX0816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JX0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0008 ***********************************************************************
 JY0008  DESIGNATION -  F 67
 JY0008  PID         -  JY0008
 JY0008  STATE/COUNTY-  OH/PERRY
 JY0008  USGS QUAD   -  DEAVERTOWN (1995)
 JY0008
 JY0008                         *CURRENT SURVEY CONTROL
 JY0008  ___________________________________________________________________
 JY0008* NAD 83(1986)-  39 40 52.     (N)    082 02 25.     (W)     SCALED    
 JY0008* NAVD 88     -       275.293  (meters)     903.19   (feet)  ADJUSTED  
 JY0008  ___________________________________________________________________
 JY0008  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY0008  DYNAMIC HT  -         275.137 (meters)     902.68  (feet)  COMP
 JY0008  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 JY0008
 JY0008  VERT ORDER  -  SECOND    CLASS 0
 JY0008
 JY0008.The horizontal coordinates were scaled from a topographic map and have
 JY0008.an estimated accuracy of +/- 6 seconds.
 JY0008
 JY0008.The orthometric height was determined by differential leveling
 JY0008.and adjusted by the National Geodetic Survey in June 1991..
 JY0008
 JY0008.The geoid height was determined by GEOID03.
 JY0008
 JY0008.The dynamic height is computed by dividing the NAVD 88
 JY0008.geopotential number by the normal gravity value computed on the
 JY0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0008.degrees latitude (g = 980.6199 gals.).
 JY0008
 JY0008.The modeled gravity was interpolated from observed gravity values.
 JY0008
 JY0008;                    North         East    Units  Estimated Accuracy
 JY0008;SPC OH S     -   186,730.      639,440.      MT  (+/- 180 meters Scaled)
 JY0008
 JY0008                          SUPERSEDED SURVEY CONTROL
 JY0008
 JY0008  NGVD 29 (??/??/92)  275.514  (m)          903.92   (f) ADJ UNCH    2 0
 JY0008
 JY0008.Superseded values are not recommended for survey control.
 JY0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0008.See file dsdata.txt to determine how the superseded data were derived.
 JY0008
 JY0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD107928(NAD 83)
 JY0008_MARKER: DB = BENCH MARK DISK
 JY0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0008_STAMPING: P 67 1934
 JY0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0008+STABILITY: SURFACE MOTION
 JY0008
 JY0008  HISTORY     - Date     Condition        Report By
 JY0008  HISTORY     - 1934     MONUMENTED       CGS
 JY0008
 JY0008                          STATION DESCRIPTION
 JY0008
 JY0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0008'0.9 MI E FROM SAYRE.
 JY0008'0.9 MILE EAST ALONG STATE HIGHWAY 37 FROM THE NEW YORK CENTRAL
 JY0008'RAILROAD STATION AT SAYRE, PERRY COUNTY, 1.4 MILES WEST OF
 JY0008'PORTERSVILLE, 0.2 MILE EAST OF A LARGE OAK TREE IN THE CENTER
 JY0008'OF THE HIGHWAY, 19 YARDS WEST OF A WALNUT TREE, 17 YARDS
 JY0008'SOUTHEAST OF A NORTHWEST FENCE CORNER, 9 YARDS EAST OF THE
 JY0008'CENTERLINE OF THE HIGHWAY, ONE YARD SOUTHWEST OF THE FENCE, AND
 JY0008'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 67 1934 AND
 JY0008'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0116 ***********************************************************************
 JY0116  DESIGNATION -  F 68
 JY0116  PID         -  JY0116
 JY0116  STATE/COUNTY-  OH/FAIRFIELD
 JY0116  USGS QUAD   -  BREMEN (1992)
 JY0116
 JY0116                         *CURRENT SURVEY CONTROL
 JY0116  ___________________________________________________________________
 JY0116* NAD 83(1986)-  39 43 25.     (N)    082 25 40.     (W)     SCALED    
 JY0116* NAVD 88     -       248.635  (meters)     815.73   (feet)  ADJUSTED  
 JY0116  ___________________________________________________________________
 JY0116  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JY0116  DYNAMIC HT  -         248.491 (meters)     815.26  (feet)  COMP
 JY0116  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 JY0116
 JY0116  VERT ORDER  -  SECOND    CLASS 0
 JY0116
 JY0116.The horizontal coordinates were scaled from a topographic map and have
 JY0116.an estimated accuracy of +/- 6 seconds.
 JY0116
 JY0116.The orthometric height was determined by differential leveling
 JY0116.and adjusted by the National Geodetic Survey in June 1991..
 JY0116
 JY0116.The geoid height was determined by GEOID03.
 JY0116
 JY0116.The dynamic height is computed by dividing the NAVD 88
 JY0116.geopotential number by the normal gravity value computed on the
 JY0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0116.degrees latitude (g = 980.6199 gals.).
 JY0116
 JY0116.The modeled gravity was interpolated from observed gravity values.
 JY0116
 JY0116;                    North         East    Units  Estimated Accuracy
 JY0116;SPC OH S     -   191,350.      606,190.      MT  (+/- 180 meters Scaled)
 JY0116
 JY0116                          SUPERSEDED SURVEY CONTROL
 JY0116
 JY0116  NGVD 29 (??/??/92)  248.873  (m)          816.51   (f) ADJ UNCH    2 0
 JY0116
 JY0116.Superseded values are not recommended for survey control.
 JY0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0116.See file dsdata.txt to determine how the superseded data were derived.
 JY0116
 JY0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD776980(NAD 83)
 JY0116_MARKER: DB = BENCH MARK DISK
 JY0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0116_STAMPING: F 68 1934
 JY0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0116+STABILITY: SURFACE MOTION
 JY0116
 JY0116  HISTORY     - Date     Condition        Report By
 JY0116  HISTORY     - 1934     MONUMENTED       CGS
 JY0116
 JY0116                          STATION DESCRIPTION
 JY0116
 JY0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0116'1.6 MI N FROM BREMEN.
 JY0116'1.6 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 JY0116'STATION AT BREMEN, FAIRFIELD COUNTY, 151 YARDS NORTHEAST OF THE
 JY0116'NORTHEAST CORNER OF THE HENRY MC CANDLISH FARMHOUSE, 108 FEET
 JY0116'NORTH OF A CROSSING-WARNING SIGNAL, 30 FEET SOUTHEAST OF THE
 JY0116'CENTER OF A GRAVEL-ROAD CROSSING, 18 FEET EAST OF THE EAST RAIL,
 JY0116'4 FEET SOUTH OF THE SOUTH POST OF A GATE LEADING TO A FIELD,
 JY0116'2 FEET WEST OF THE FENCE, AND ABOUT 3 FEET LOWER THAN THE
 JY0116'TRACK.  A STANDARD DISK, STAMPED F 68 1934 AND SET IN THE TOP
 JY0116'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0168 ***********************************************************************
 JY0168  DESIGNATION -  F 69
 JY0168  PID         -  JY0168
 JY0168  STATE/COUNTY-  OH/VINTON
 JY0168  USGS QUAD   -  MC ARTHUR (1995)
 JY0168
 JY0168                         *CURRENT SURVEY CONTROL
 JY0168  ___________________________________________________________________
 JY0168* NAD 83(1986)-  39 12 32.     (N)    082 28 44.     (W)     SCALED    
 JY0168* NAVD 88     -       226.460  (meters)     742.98   (feet)  ADJUSTED  
 JY0168  ___________________________________________________________________
 JY0168  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY0168  DYNAMIC HT  -         226.320 (meters)     742.52  (feet)  COMP
 JY0168  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 JY0168
 JY0168  VERT ORDER  -  FIRST     CLASS II
 JY0168
 JY0168.The horizontal coordinates were scaled from a topographic map and have
 JY0168.an estimated accuracy of +/- 6 seconds.
 JY0168
 JY0168.The orthometric height was determined by differential leveling
 JY0168.and adjusted by the National Geodetic Survey in June 1991..
 JY0168.WARNING-Repeat measurements at this control monument indicate possible
 JY0168.vertical movement.
 JY0168
 JY0168.The geoid height was determined by GEOID03.
 JY0168
 JY0168.The dynamic height is computed by dividing the NAVD 88
 JY0168.geopotential number by the normal gravity value computed on the
 JY0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0168.degrees latitude (g = 980.6199 gals.).
 JY0168
 JY0168.The modeled gravity was interpolated from observed gravity values.
 JY0168
 JY0168;                    North         East    Units  Estimated Accuracy
 JY0168;SPC OH S     -   134,200.      601,820.      MT  (+/- 180 meters Scaled)
 JY0168
 JY0168                          SUPERSEDED SURVEY CONTROL
 JY0168
 JY0168  NGVD 29 (??/??/92)  226.626  (m)          743.52   (f) ADJ UNCH    1 2
 JY0168
 JY0168.Superseded values are not recommended for survey control.
 JY0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0168.See file dsdata.txt to determine how the superseded data were derived.
 JY0168
 JY0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD723409(NAD 83)
 JY0168_MARKER: DB = BENCH MARK DISK
 JY0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0168_STAMPING: F 69 1934
 JY0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0168+STABILITY: SURFACE MOTION
 JY0168
 JY0168  HISTORY     - Date     Condition        Report By
 JY0168  HISTORY     - 1934     MONUMENTED       CGS
 JY0168  HISTORY     - 1958     GOOD             NGS
 JY0168
 JY0168                          STATION DESCRIPTION
 JY0168
 JY0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0168'AT DUNDAS.
 JY0168'AT DUNDAS, IN SECTION 4, R 17W, T 10N, AT THE CROSSING OF THE
 JY0168'BALTIMORE AND OHIO RAILROAD AND THE CHESAPEAKE AND OHIO RAILWAY,
 JY0168'36 1/2 FEET NORTHWEST AND ACROSS THE TRACKS OF THE B. AND O. RR.
 JY0168'MAIN TRACK FROM THE NORTHWEST CORNER OF THE RAILROAD STATION,
 JY0168'61 1/2 FEET SOUTHWEST OF THE INTERSECTION OF THE MAIN TRACK OF THE
 JY0168'C. AND O. RY. AND THE B. AND O. RR., 18 1/2 FEET EAST-SOUTHEAST
 JY0168'OF EAST-SOUTHEAST RAIL OF THE SIDE TRACK, 20.7 FEET NORTHWEST OF
 JY0168'NORTHWEST RAIL OF THE B. AND O. RR., 8.3 FEET SOUTHWEST OF THE
 JY0168'SOUTH CORNER OF A SMALL TOOL HOUSE, 3.3 FEET SOUTHWEST OF A
 JY0168'TELEPHONE POLE, 155 FEET SOUTH OF BENCH MARK E 69, 1 FOOT EAST
 JY0168'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 JY0168'THE B. AND O. RR. TRACK, SET IN THE TOP OF A CONCRETE POST 3
 JY0168'INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0573 ***********************************************************************
 MB0573  DESIGNATION -  F 7
 MB0573  PID         -  MB0573
 MB0573  STATE/COUNTY-  OH/TRUMBULL
 MB0573  USGS QUAD   -  WARREN (1994)
 MB0573
 MB0573                         *CURRENT SURVEY CONTROL
 MB0573  ___________________________________________________________________
 MB0573* NAD 83(1986)-  41 10 16.     (N)    080 48 12.     (W)     SCALED    
 MB0573* NAVD 88     -       274.014  (meters)     898.99   (feet)  ADJUSTED  
 MB0573  ___________________________________________________________________
 MB0573  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB0573  DYNAMIC HT  -         273.893 (meters)     898.60  (feet)  COMP
 MB0573  MODELED GRAV-     980,173.4   (mgal)                       NAVD 88
 MB0573
 MB0573  VERT ORDER  -  FIRST     CLASS II
 MB0573
 MB0573.The horizontal coordinates were scaled from a topographic map and have
 MB0573.an estimated accuracy of +/- 6 seconds.
 MB0573
 MB0573.The orthometric height was determined by differential leveling
 MB0573.and adjusted by the National Geodetic Survey in June 1991..
 MB0573
 MB0573.The geoid height was determined by GEOID03.
 MB0573
 MB0573.The dynamic height is computed by dividing the NAVD 88
 MB0573.geopotential number by the normal gravity value computed on the
 MB0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0573.degrees latitude (g = 980.6199 gals.).
 MB0573
 MB0573.The modeled gravity was interpolated from observed gravity values.
 MB0573
 MB0573;                    North         East    Units  Estimated Accuracy
 MB0573;SPC OH N     -   168,450.      742,360.      MT  (+/- 180 meters Scaled)
 MB0573
 MB0573                          SUPERSEDED SURVEY CONTROL
 MB0573
 MB0573  NGVD 29 (??/??/92)  274.198  (m)          899.60   (f) ADJ UNCH    1 2
 MB0573
 MB0573.Superseded values are not recommended for survey control.
 MB0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0573.See file dsdata.txt to determine how the superseded data were derived.
 MB0573
 MB0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF164577(NAD 83)
 MB0573_MARKER: DB = BENCH MARK DISK
 MB0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0573_SP_SET: STEP
 MB0573_STAMPING: F 7 899.545
 MB0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0573+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 MB0573
 MB0573  HISTORY     - Date     Condition        Report By
 MB0573  HISTORY     - 1950     MONUMENTED       CGS
 MB0573  HISTORY     - 1950     GOOD             NGS
 MB0573  HISTORY     - 19910530 MARK NOT FOUND   OHDT
 MB0573  HISTORY     - 20060518 GOOD             GEOCAC
 MB0573
 MB0573                          STATION DESCRIPTION
 MB0573
 MB0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0573'4.3 MI W FROM MC DONALD.
 MB0573'ABOUT 4.3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB0573'THE OVERPASS AT MC DONALD AT BOANNA JUNCTION, ABOUT 3 POLES EAST
 MB0573'OF THE BRIDGE OVER THE PENNSYLVANIA RAILROAD.  IT IS AT MILE-POST
 MB0573'87-02, AT THE BRIDGE OVER STATE HIGHWAY 45, IN THE TOP AND
 MB0573'SOUTHWEST CORNER OF THE BOTTOM SANDSTONE STEP OF THE SOUTHEAST
 MB0573'WINGWALL.  A STANDARD DISK CEMENTED IN A DRILLED HOLE AND ABOUT
 MB0573'10 FEET LOWER THAN THE TRACK.  NOTE-- THIS MARK IS SOUTH AND
 MB0573'ACROSS THE MAHONING RIVER FROM NILES, TRUMBULL COUNTY.
 MB0573
 MB0573                          STATION RECOVERY (1991)
 MB0573
 MB0573'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991
 MB0573'------ REPORT BY ODOT ---------1991--------- CONDITION - UNKNOWN ----
 MB0573'NOTE*SAND STONE WINGWALL HAS DETERIORATED,MONUMENT UNABLE TO BE
 MB0573'LOCATED.
 MB0573
 MB0573                          STATION RECOVERY (2006)
 MB0573
 MB0573'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0573'ADD TO DESCRIPTION, THE MARK IS AT THE RAILROAD BRIDGE OVER
 MB0573'AUSTINTOWN-WARREN ROAD(COUNTY ROAD 67), NOT THE BRIDGE OVER STATE
 MB0573'HIGHWAY 45 AS PREVIOUSLY NOTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1186 ***********************************************************************
 JX1186  DESIGNATION -  F 70
 JX1186  PID         -  JX1186
 JX1186  STATE/COUNTY-  OH/ATHENS
 JX1186  USGS QUAD   -  AMESVILLE (1994)
 JX1186
 JX1186                         *CURRENT SURVEY CONTROL
 JX1186  ___________________________________________________________________
 JX1186* NAD 83(1986)-  39 24 01.     (N)    081 57 24.     (W)     SCALED    
 JX1186* NAVD 88     -       192.114  (meters)     630.29   (feet)  ADJUSTED  
 JX1186  ___________________________________________________________________
 JX1186  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1186  DYNAMIC HT  -         191.999 (meters)     629.92  (feet)  COMP
 JX1186  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 JX1186
 JX1186  VERT ORDER  -  SECOND    CLASS 0
 JX1186
 JX1186.The horizontal coordinates were scaled from a topographic map and have
 JX1186.an estimated accuracy of +/- 6 seconds.
 JX1186
 JX1186.The orthometric height was determined by differential leveling
 JX1186.and adjusted by the National Geodetic Survey in June 1991..
 JX1186
 JX1186.The geoid height was determined by GEOID03.
 JX1186
 JX1186.The dynamic height is computed by dividing the NAVD 88
 JX1186.geopotential number by the normal gravity value computed on the
 JX1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1186.degrees latitude (g = 980.6199 gals.).
 JX1186
 JX1186.The modeled gravity was interpolated from observed gravity values.
 JX1186
 JX1186;                    North         East    Units  Estimated Accuracy
 JX1186;SPC OH S     -   155,590.      646,800.      MT  (+/- 180 meters Scaled)
 JX1186
 JX1186                          SUPERSEDED SURVEY CONTROL
 JX1186
 JX1186  NGVD 29 (??/??/92)  192.293  (m)          630.88   (f) ADJ UNCH    2 0
 JX1186
 JX1186.Superseded values are not recommended for survey control.
 JX1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1186.See file dsdata.txt to determine how the superseded data were derived.
 JX1186
 JX1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD176616(NAD 83)
 JX1186_MARKER: DB = BENCH MARK DISK
 JX1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1186_STAMPING: F 70 1934
 JX1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1186+STABILITY: SURFACE MOTION
 JX1186
 JX1186  HISTORY     - Date     Condition        Report By
 JX1186  HISTORY     - 1934     MONUMENTED       CGS
 JX1186  HISTORY     - 1942     GOOD             NGS
 JX1186  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JX1186
 JX1186                          STATION DESCRIPTION
 JX1186
 JX1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JX1186'AT AMESVILLE.
 JX1186'AT AMESVILLE, ATHENS COUNTY, ON U.S. HIGHWAY 50 ALT, 90 YARDS
 JX1186'NORTH OF THE SOUTH CITY-LIMIT SIGN, 93 FEET SOUTHWEST OF THE
 JX1186'SOUTHWEST CORNER OF A SOHIO SERVICE STATION, 30 FEET NORTHWEST OF
 JX1186'THE CENTER OF THE CROSSING OF THE NEW YORK CENTRAL RAILROAD,
 JX1186'33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET NORTH OF
 JX1186'THE NORTH RAIL, 15.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JX1186'M.E. JOHNSON HOUSE, AND LEVEL WITH THE ROADWAY.  A STANDARD
 JX1186'DISK, STAMPED F 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JX1186
 JX1186                          STATION RECOVERY (1988)
 JX1186
 JX1186'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0095 ***********************************************************************
 HY0095  DESIGNATION -  F 71
 HY0095  PID         -  HY0095
 HY0095  STATE/COUNTY-  OH/GALLIA
 HY0095  USGS QUAD   -  GALLIPOLIS (1983)
 HY0095
 HY0095                         *CURRENT SURVEY CONTROL
 HY0095  ___________________________________________________________________
 HY0095* NAD 83(1986)-  38 50 49.     (N)    082 08 50.     (W)     SCALED    
 HY0095* NAVD 88     -       183.932  (meters)     603.45   (feet)  ADJUSTED  
 HY0095  ___________________________________________________________________
 HY0095  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HY0095  DYNAMIC HT  -         183.816 (meters)     603.07  (feet)  COMP
 HY0095  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 HY0095
 HY0095  VERT ORDER  -  SECOND    CLASS 0
 HY0095
 HY0095.The horizontal coordinates were scaled from a topographic map and have
 HY0095.an estimated accuracy of +/- 6 seconds.
 HY0095
 HY0095.The orthometric height was determined by differential leveling
 HY0095.and adjusted by the National Geodetic Survey in June 1991..
 HY0095
 HY0095.The geoid height was determined by GEOID03.
 HY0095
 HY0095.The dynamic height is computed by dividing the NAVD 88
 HY0095.geopotential number by the normal gravity value computed on the
 HY0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0095.degrees latitude (g = 980.6199 gals.).
 HY0095
 HY0095.The modeled gravity was interpolated from observed gravity values.
 HY0095
 HY0095;                    North         East    Units  Estimated Accuracy
 HY0095;SPC OH S     -    94,080.      630,630.      MT  (+/- 180 meters Scaled)
 HY0095
 HY0095                          SUPERSEDED SURVEY CONTROL
 HY0095
 HY0095  NGVD 29 (??/??/92)  184.127  (m)          604.09   (f) ADJ UNCH    2 0
 HY0095
 HY0095.Superseded values are not recommended for survey control.
 HY0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0095.See file dsdata.txt to determine how the superseded data were derived.
 HY0095
 HY0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD004004(NAD 83)
 HY0095_MARKER: DB = BENCH MARK DISK
 HY0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0095_SP_SET: ABUTMENT
 HY0095_STAMPING: F 71 1934 604.054
 HY0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0095
 HY0095  HISTORY     - Date     Condition        Report By
 HY0095  HISTORY     - 1934     MONUMENTED       CGS
 HY0095  HISTORY     - 1958     GOOD             NGS
 HY0095
 HY0095                          STATION DESCRIPTION
 HY0095
 HY0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0095'3.8 MI NE FROM GALLIPOLIS.
 HY0095'ABOUT 3.4 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0095'FROM THE STATION AT GALLIPOLIS, THENCE 0.4 MILES EAST-SOUTHEAST
 HY0095'ALONG THE NEW YORK CENTRAL RAILROAD, IN SECTION  , R 14W, T 4N,
 HY0095'AT KANAUGA, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 HY0095'ABUTMENT OF THE N.Y. C. RR. BRIDGE ACROSS THE OHIO RIVER, 3 1/2 FEET
 HY0095'SOUTH OF SOUTH RAIL, 1 FOOT NORTH OF SOUTH FACE OF THE
 HY0095'ABUTMENT, 1.3 FEET WEST OF THE EAST FACE OF THE ABUTMENT, ABOUT
 HY0095'92 YARDS WEST OF THE CENTER LINE OF STATE HIGHWAY 7, ABOUT 1/2
 HY0095'FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1116 ***********************************************************************
 HY1116  DESIGNATION -  F 72
 HY1116  PID         -  HY1116
 HY1116  STATE/COUNTY-  OH/SCIOTO
 HY1116  USGS QUAD   -  SOUTH WEBSTER (1975)
 HY1116
 HY1116                         *CURRENT SURVEY CONTROL
 HY1116  ___________________________________________________________________
 HY1116* NAD 83(1986)-  38 48 58.     (N)    082 43 35.     (W)     SCALED    
 HY1116* NAVD 88     -       213.931  (meters)     701.87   (feet)  ADJUSTED  
 HY1116  ___________________________________________________________________
 HY1116  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY1116  DYNAMIC HT  -         213.792 (meters)     701.42  (feet)  COMP
 HY1116  MODELED GRAV-     979,974.8   (mgal)                       NAVD 88
 HY1116
 HY1116  VERT ORDER  -  SECOND    CLASS 0
 HY1116
 HY1116.The horizontal coordinates were scaled from a topographic map and have
 HY1116.an estimated accuracy of +/- 6 seconds.
 HY1116
 HY1116.The orthometric height was determined by differential leveling
 HY1116.and adjusted by the National Geodetic Survey in June 1991..
 HY1116
 HY1116.The geoid height was determined by GEOID03.
 HY1116
 HY1116.The dynamic height is computed by dividing the NAVD 88
 HY1116.geopotential number by the normal gravity value computed on the
 HY1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1116.degrees latitude (g = 980.6199 gals.).
 HY1116
 HY1116.The modeled gravity was interpolated from observed gravity values.
 HY1116
 HY1116;                    North         East    Units  Estimated Accuracy
 HY1116;SPC OH S     -    90,620.      580,340.      MT  (+/- 180 meters Scaled)
 HY1116
 HY1116                          SUPERSEDED SURVEY CONTROL
 HY1116
 HY1116  NGVD 29 (??/??/92)  214.099  (m)          702.42   (f) ADJ UNCH    2 0
 HY1116
 HY1116.Superseded values are not recommended for survey control.
 HY1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1116.See file dsdata.txt to determine how the superseded data were derived.
 HY1116
 HY1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC501977(NAD 83)
 HY1116_MARKER: DB = BENCH MARK DISK
 HY1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1116_STAMPING: F 72 1934 702.440
 HY1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1116+STABILITY: SURFACE MOTION
 HY1116
 HY1116  HISTORY     - Date     Condition        Report By
 HY1116  HISTORY     - 1934     MONUMENTED       CGS
 HY1116  HISTORY     - 1958     GOOD             NGS
 HY1116
 HY1116                          STATION DESCRIPTION
 HY1116
 HY1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1116'AT SOUTH WEBSTER.
 HY1116'AT SOUTH WEBSTER, ABOUT 4 39-FOOT RAILS SOUTHEAST OF THE
 HY1116'BALTIMORE AND OHIO RAILROAD STATION AND IS BETWEEN THE TRACK
 HY1116'AND A STREET THAT PARALLELS THE TRACK, 16 1/2 FEET NORTHEAST
 HY1116'OF NORTHEAST RAIL, 14 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HY1116'STREET PARALLELING THE TRACK, 75 FEET SOUTHEAST OF THE CENTER
 HY1116'LINE OF THE CROSSING OF MAIN STREET AND THE MAIN TRACK, 98 FEET
 HY1116'SOUTH OF THE WEST CORNER OF E.W. BAUER COMPANY GENERAL STORE,
 HY1116'8.3 FEET NORTHWEST OF MILEAGE POLE 37-18 END WHICH IS THE FIRST
 HY1116'POLE SOUTHEAST OF THE CROSSING, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 HY1116'OF THE TRACK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HY1116'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1036 ***********************************************************************
 JY1036  DESIGNATION -  F 74
 JY1036  PID         -  JY1036
 JY1036  STATE/COUNTY-  OH/HIGHLAND
 JY1036  USGS QUAD   -  SUGAR TREE RIDGE (1986)
 JY1036
 JY1036                         *CURRENT SURVEY CONTROL
 JY1036  ___________________________________________________________________
 JY1036* NAD 83(1986)-  39 04 46.     (N)    083 44 54.     (W)     SCALED    
 JY1036* NAVD 88     -       303.077  (meters)     994.35   (feet)  ADJUSTED  
 JY1036  ___________________________________________________________________
 JY1036  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JY1036  DYNAMIC HT  -         302.889 (meters)     993.73  (feet)  COMP
 JY1036  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 JY1036
 JY1036  VERT ORDER  -  SECOND    CLASS 0
 JY1036
 JY1036.The horizontal coordinates were scaled from a topographic map and have
 JY1036.an estimated accuracy of +/- 6 seconds.
 JY1036
 JY1036.The orthometric height was determined by differential leveling
 JY1036.and adjusted by the National Geodetic Survey in June 1991..
 JY1036
 JY1036.The geoid height was determined by GEOID03.
 JY1036
 JY1036.The dynamic height is computed by dividing the NAVD 88
 JY1036.geopotential number by the normal gravity value computed on the
 JY1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1036.degrees latitude (g = 980.6199 gals.).
 JY1036
 JY1036.The modeled gravity was interpolated from observed gravity values.
 JY1036
 JY1036;                    North         East    Units  Estimated Accuracy
 JY1036;SPC OH S     -   120,580.      491,990.      MT  (+/- 180 meters Scaled)
 JY1036
 JY1036                          SUPERSEDED SURVEY CONTROL
 JY1036
 JY1036  NGVD 29 (??/??/92)  303.254  (m)          994.93   (f) ADJ UNCH    2 0
 JY1036
 JY1036.Superseded values are not recommended for survey control.
 JY1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1036.See file dsdata.txt to determine how the superseded data were derived.
 JY1036
 JY1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD622291(NAD 83)
 JY1036_MARKER: R = RIVET
 JY1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1036_STAMPING: F 74 1934
 JY1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1036+STABILITY: SURFACE MOTION
 JY1036
 JY1036  HISTORY     - Date     Condition        Report By
 JY1036  HISTORY     - 1934     MONUMENTED       CGS
 JY1036
 JY1036                          STATION DESCRIPTION
 JY1036
 JY1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY1036'AT TAYLORSVILLE.
 JY1036'AT TAYLORSVILLE, HIGHLAND COUNTY, 7 YARDS EAST OF THE SOUTHWEST
 JY1036'CORNER OF THE NORFOLK AND WESTERN RAILWAY STATION PLATFORM,
 JY1036'16 YARDS SOUTH OF A STATION SIGNBOARD, 12 YARDS NORTHEAST OF
 JY1036'THE EAST RAIL AT THE CROSSING OF THE CENTERLINE OF A COUNTY
 JY1036'GRAVEL ROAD, 24 FEET EAST OF THE EAST RAIL, AND LEVEL WITH THE
 JY1036'TRACK.  A STANDARD DISK, STAMPED F 74 1934 AND SET IN THE TOP OF
 JY1036'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0982 ***********************************************************************
 JY0982  DESIGNATION -  F 75
 JY0982  PID         -  JY0982
 JY0982  STATE/COUNTY-  OH/ROSS
 JY0982  USGS QUAD   -  BAINBRIDGE (1979)
 JY0982
 JY0982                         *CURRENT SURVEY CONTROL
 JY0982  ___________________________________________________________________
 JY0982* NAD 83(1986)-  39 13 52.     (N)    083 16 17.     (W)     SCALED    
 JY0982* NAVD 88     -       221.719  (meters)     727.42   (feet)  ADJUSTED  
 JY0982  ___________________________________________________________________
 JY0982  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JY0982  DYNAMIC HT  -         221.587 (meters)     726.99  (feet)  COMP
 JY0982  MODELED GRAV-     980,027.8   (mgal)                       NAVD 88
 JY0982
 JY0982  VERT ORDER  -  SECOND    CLASS 0
 JY0982
 JY0982.The horizontal coordinates were scaled from a topographic map and have
 JY0982.an estimated accuracy of +/- 6 seconds.
 JY0982
 JY0982.The orthometric height was determined by differential leveling
 JY0982.and adjusted by the National Geodetic Survey in June 1991..
 JY0982
 JY0982.The geoid height was determined by GEOID03.
 JY0982
 JY0982.The dynamic height is computed by dividing the NAVD 88
 JY0982.geopotential number by the normal gravity value computed on the
 JY0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0982.degrees latitude (g = 980.6199 gals.).
 JY0982
 JY0982.The modeled gravity was interpolated from observed gravity values.
 JY0982
 JY0982;                    North         East    Units  Estimated Accuracy
 JY0982;SPC OH S     -   136,950.      533,400.      MT  (+/- 180 meters Scaled)
 JY0982
 JY0982                          SUPERSEDED SURVEY CONTROL
 JY0982
 JY0982  NGVD 29 (??/??/92)  221.900  (m)          728.02   (f) ADJ UNCH    2 0
 JY0982
 JY0982.Superseded values are not recommended for survey control.
 JY0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0982.See file dsdata.txt to determine how the superseded data were derived.
 JY0982
 JY0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD039448(NAD 83)
 JY0982_MARKER: DB = BENCH MARK DISK
 JY0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0982_STAMPING: F 75 1934
 JY0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0982+STABILITY: SURFACE MOTION
 JY0982
 JY0982  HISTORY     - Date     Condition        Report By
 JY0982  HISTORY     - 1934     MONUMENTED       CGS
 JY0982
 JY0982                          STATION DESCRIPTION
 JY0982
 JY0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0982'AT BAINBRIDGE.
 JY0982'AT BAINBRIDGE, ROSS COUNTY, ON THE DETROIT, TOLEDO, AND IRONTON
 JY0982'RAILROAD, 39 YARDS SOUTHWEST OF THE CENTER OF THE CROSSING OF STATE
 JY0982'HIGHWAY 41, 9 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 8
 JY0982'YARDS NORTHWEST OF A POLE, ONE YARD EAST OF A WIRE FENCE-CORNER
 JY0982'POST, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.  A STANDARD
 JY0982'DISK, STAMPED F 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0984 ***********************************************************************
 JY0984  DESIGNATION -  F 75 X
 JY0984  PID         -  JY0984
 JY0984  STATE/COUNTY-  OH/ROSS
 JY0984  USGS QUAD   -  BAINBRIDGE (1979)
 JY0984
 JY0984                         *CURRENT SURVEY CONTROL
 JY0984  ___________________________________________________________________
 JY0984* NAD 83(1986)-  39 13 51.     (N)    083 20 24.     (W)     SCALED    
 JY0984* NAVD 88     -       236.381  (meters)     775.53   (feet)  ADJUSTED  
 JY0984  ___________________________________________________________________
 JY0984  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JY0984  DYNAMIC HT  -         236.242 (meters)     775.07  (feet)  COMP
 JY0984  MODELED GRAV-     980,032.9   (mgal)                       NAVD 88
 JY0984
 JY0984  VERT ORDER  -  SECOND    CLASS 0
 JY0984
 JY0984.The horizontal coordinates were scaled from a topographic map and have
 JY0984.an estimated accuracy of +/- 6 seconds.
 JY0984
 JY0984.The orthometric height was determined by differential leveling
 JY0984.and adjusted by the National Geodetic Survey in June 1991..
 JY0984
 JY0984.The geoid height was determined by GEOID03.
 JY0984
 JY0984.The dynamic height is computed by dividing the NAVD 88
 JY0984.geopotential number by the normal gravity value computed on the
 JY0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0984.degrees latitude (g = 980.6199 gals.).
 JY0984
 JY0984.The modeled gravity was interpolated from observed gravity values.
 JY0984
 JY0984;                    North         East    Units  Estimated Accuracy
 JY0984;SPC OH S     -   136,980.      527,480.      MT  (+/- 180 meters Scaled)
 JY0984
 JY0984                          SUPERSEDED SURVEY CONTROL
 JY0984
 JY0984  NGVD 29 (??/??/92)  236.56   (m)          776.1    (f) COMPUTED    2 0
 JY0984
 JY0984.Superseded values are not recommended for survey control.
 JY0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0984.See file dsdata.txt to determine how the superseded data were derived.
 JY0984
 JY0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD980450(NAD 83)
 JY0984_MARKER: DD = SURVEY DISK
 JY0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0984+STABILITY: SURFACE MOTION
 JY0984
 JY0984  HISTORY     - Date     Condition        Report By
 JY0984  HISTORY     - UNK      MONUMENTED       OHGS
 JY0984  HISTORY     - 1959     MARK NOT FOUND   NGS
 JY0984  HISTORY     - 1960     MARK NOT FOUND   USGS
 JY0984
 JY0984                          STATION DESCRIPTION
 JY0984
 JY0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JY0984'4.3 MI W FROM BAINBRIDGE.
 JY0984'4.3 MILES W OF RR STATION BY HIGHWAY, ON U.S. RTE 50 AT JUNCTION
 JY0984'WITH A DIRT ROAD NORTH, 13 YDS. NE OF THE INTERSECTION OF THE
 JY0984'CENTERLINE OF THE ABOVE ROADS, 11 YDS. N OF THE CENTERLINE OF RTE
 JY0984'50, 11 YDS E OF THE CENTERLINE OF DIRT ROAD, 1 1/2 FT. W OF A WIRE
 JY0984'FENCE, 3 FT. W BELOW SURFACE OF RTE 50, ON TOP OF A CONCRETE POST.
 JY0984'A 3 INCH BRONZE DISK.
 JY0984
 JY0984                          STATION RECOVERY (1960)
 JY0984
 JY0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JY0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0134 ***********************************************************************
 JY0134  DESIGNATION -  F 76
 JY0134  PID         -  JY0134
 JY0134  STATE/COUNTY-  OH/ATHENS
 JY0134  USGS QUAD   -  THE PLAINS (1995)
 JY0134
 JY0134                         *CURRENT SURVEY CONTROL
 JY0134  ___________________________________________________________________
 JY0134* NAD 83(1986)-  39 20 18.     (N)    082 10 28.     (W)     SCALED    
 JY0134* NAVD 88     -       208.774  (meters)     684.95   (feet)  ADJUSTED  
 JY0134  ___________________________________________________________________
 JY0134  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY0134  DYNAMIC HT  -         208.648 (meters)     684.54  (feet)  COMP
 JY0134  MODELED GRAV-     980,020.5   (mgal)                       NAVD 88
 JY0134
 JY0134  VERT ORDER  -  FIRST     CLASS II
 JY0134
 JY0134.The horizontal coordinates were scaled from a topographic map and have
 JY0134.an estimated accuracy of +/- 6 seconds.
 JY0134
 JY0134.The orthometric height was determined by differential leveling
 JY0134.and adjusted by the National Geodetic Survey in June 1991..
 JY0134.WARNING-Repeat measurements at this control monument indicate possible
 JY0134.vertical movement.
 JY0134
 JY0134.The geoid height was determined by GEOID03.
 JY0134
 JY0134.The dynamic height is computed by dividing the NAVD 88
 JY0134.geopotential number by the normal gravity value computed on the
 JY0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0134.degrees latitude (g = 980.6199 gals.).
 JY0134
 JY0134.The modeled gravity was interpolated from observed gravity values.
 JY0134
 JY0134;                    North         East    Units  Estimated Accuracy
 JY0134;SPC OH S     -   148,620.      628,070.      MT  (+/- 180 meters Scaled)
 JY0134
 JY0134                          SUPERSEDED SURVEY CONTROL
 JY0134
 JY0134  NGVD 29 (??/??/92)  208.947  (m)          685.52   (f) ADJ UNCH    1 2
 JY0134
 JY0134.Superseded values are not recommended for survey control.
 JY0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0134.See file dsdata.txt to determine how the superseded data were derived.
 JY0134
 JY0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD987549(NAD 83)
 JY0134_MARKER: DB = BENCH MARK DISK
 JY0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0134_STAMPING: F 76 1935
 JY0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0134+STABILITY: SURFACE MOTION
 JY0134
 JY0134  HISTORY     - Date     Condition        Report By
 JY0134  HISTORY     - 1935     MONUMENTED       CGS
 JY0134  HISTORY     - 1943     GOOD             NGS
 JY0134  HISTORY     - 1960     MARK NOT FOUND   USGS
 JY0134
 JY0134                          STATION DESCRIPTION
 JY0134
 JY0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0134'4.4 MI W FROM ATHENS.
 JY0134'4.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY0134'STATION AT ATHENS, ATHENS COUNTY, AT LUHRIG, 6 RAILS SOUTHWEST OF
 JY0134'MILEPOST C 154, 55 YARDS NORTHEAST OF A GRAVEL-ROAD CROSSING,
 JY0134'10.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.4 FEET WEST OF A
 JY0134'WHITE WOODEN WITNESS POST, AND ABOUT ONE FOOT LOWER THAN THE TRACK.
 JY0134'A STANDARD DISK, STAMPED F 76 1935 AND SET IN THE TOP OF A CONCRETE
 JY0134'POST.
 JY0134
 JY0134                          STATION RECOVERY (1960)
 JY0134
 JY0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JY0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0459 ***********************************************************************
 JY0459  DESIGNATION -  F 77
 JY0459  PID         -  JY0459
 JY0459  STATE/COUNTY-  OH/ROSS
 JY0459  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY0459
 JY0459                         *CURRENT SURVEY CONTROL
 JY0459  ___________________________________________________________________
 JY0459* NAD 83(1986)-  39 20 05.     (N)    082 58 15.     (W)     SCALED    
 JY0459* NAVD 88     -       191.082  (meters)     626.91   (feet)  ADJUSTED  
 JY0459  ___________________________________________________________________
 JY0459  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JY0459  DYNAMIC HT  -         190.965 (meters)     626.52  (feet)  COMP
 JY0459  MODELED GRAV-     980,012.4   (mgal)                       NAVD 88
 JY0459
 JY0459  VERT ORDER  -  FIRST     CLASS I
 JY0459
 JY0459.The horizontal coordinates were scaled from a topographic map and have
 JY0459.an estimated accuracy of +/- 6 seconds.
 JY0459
 JY0459.The orthometric height was determined by differential leveling
 JY0459.and adjusted by the National Geodetic Survey in June 1991..
 JY0459
 JY0459.The geoid height was determined by GEOID03.
 JY0459
 JY0459.The dynamic height is computed by dividing the NAVD 88
 JY0459.geopotential number by the normal gravity value computed on the
 JY0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0459.degrees latitude (g = 980.6199 gals.).
 JY0459
 JY0459.The modeled gravity was interpolated from observed gravity values.
 JY0459
 JY0459;                    North         East    Units  Estimated Accuracy
 JY0459;SPC OH S     -   148,280.      559,410.      MT  (+/- 180 meters Scaled)
 JY0459
 JY0459                          SUPERSEDED SURVEY CONTROL
 JY0459
 JY0459  NGVD 29 (06/03/91)  191.250  (m)          627.46   (f) ADJUSTED    1 1
 JY0459
 JY0459.Superseded values are not recommended for survey control.
 JY0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0459.See file dsdata.txt to determine how the superseded data were derived.
 JY0459
 JY0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD301557(NAD 83)
 JY0459_MARKER: DB = BENCH MARK DISK
 JY0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0459_STAMPING: F 77 1935
 JY0459_MARK LOGO: CGS   
 JY0459_PROJECTION: PROJECTING 15 CENTIMETERS
 JY0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0459+STABILITY: SURFACE MOTION
 JY0459
 JY0459  HISTORY     - Date     Condition        Report By
 JY0459  HISTORY     - 1935     MONUMENTED       CGS
 JY0459  HISTORY     - 1967     GOOD             NGS
 JY0459  HISTORY     - 1984     GOOD             NGS
 JY0459
 JY0459                          STATION DESCRIPTION
 JY0459
 JY0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0459'AT CHILLICOTHE.
 JY0459'AT CHILLICOTHE, ALONG THE BALTIMORE AND OHIO RAILROAD, NEAR
 JY0459'THE EAST MAIN STREET OVERPASS OVER THE TRACKS, ABOUT 87 YARDS
 JY0459'NORTHWEST AND ACROSS TRACKS FROM THE B AND O RR STATION, 253
 JY0459'FEET NORTHWEST OF THE CENTER OF THE CROSSING OF THE B AND O RR
 JY0459'AND THE NORFOLK AND WESTERN RAILWAY, 23 FEET NORTH OF THE NORTH
 JY0459'END OF THE 7TH ROW OF CONCRETE PIERS WEST FROM THE EAST ABUTMENT
 JY0459'OF THE OVERPASS, 17.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 JY0459'OF THE SOUTHWEST TRACK, 78.8 FEET WEST OF BENCH MARK E 77
 JY0459'DESCRIBED, 1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN
 JY0459'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL
 JY0459'OF THE GROUND.
 JY0459
 JY0459                          STATION RECOVERY (1984)
 JY0459
 JY0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY0459'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN CHILLICOTHE,
 JY0459'ALONG THE FORMER PORTION OF EAST MAIN STREET, WHICH HAS NOW BEEN
 JY0459'ELEVATED OVER THE BALTIMORE AND OHIO AND THE NORFOLK AND WESTERN
 JY0459'RAILROADS, 79.6 METERS (87 YARDS) NORTHWEST AND ACROSS THE STREETS AND
 JY0459'TRACKS FROM THE BALTIMORE AND OHIO RAILROAD STATION, 9.14 METERS
 JY0459'(30.0 FT) NORTH OF THE NORTH CURB OF EAST MAIN STREET, 21.18 METERS
 JY0459'(69.5 FT) EAST OF THE SOUTHEAST CORNER OF THE BRICK PORTION OF HOUSE
 JY0459'377, 8.93 METERS (29.3 FT) SOUTHEAST OF A RAILROAD SIGNAL, 5.03 METERS
 JY0459'(16.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE MOST SOUTHWEST TRACK
 JY0459'OF THE BALTIMORE AND OHIO RAILROAD.
 JY0459'THE MARK IS 24.1 METERS  S FROM  BENCH MARK E 77
 JY0459'THE MARK IS 0.18 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1015 ***********************************************************************
 JY1015  DESIGNATION -  F 78
 JY1015  PID         -  JY1015
 JY1015  STATE/COUNTY-  OH/CLINTON
 JY1015  USGS QUAD   -  MARTINSVILLE (1960)
 JY1015
 JY1015                         *CURRENT SURVEY CONTROL
 JY1015  ___________________________________________________________________
 JY1015* NAD 83(1986)-  39 19 11.     (N)    083 48 54.     (W)     SCALED    
 JY1015* NAVD 88     -       322.482  (meters)    1058.01   (feet)  ADJUSTED  
 JY1015  ___________________________________________________________________
 JY1015  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JY1015  DYNAMIC HT  -         322.292 (meters)    1057.39  (feet)  COMP
 JY1015  MODELED GRAV-     980,027.6   (mgal)                       NAVD 88
 JY1015
 JY1015  VERT ORDER  -  FIRST     CLASS II
 JY1015
 JY1015.The horizontal coordinates were scaled from a topographic map and have
 JY1015.an estimated accuracy of +/- 6 seconds.
 JY1015
 JY1015.The orthometric height was determined by differential leveling
 JY1015.and adjusted by the National Geodetic Survey in June 1991..
 JY1015
 JY1015.The geoid height was determined by GEOID03.
 JY1015
 JY1015.The dynamic height is computed by dividing the NAVD 88
 JY1015.geopotential number by the normal gravity value computed on the
 JY1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1015.degrees latitude (g = 980.6199 gals.).
 JY1015
 JY1015.The modeled gravity was interpolated from observed gravity values.
 JY1015
 JY1015;                    North         East    Units  Estimated Accuracy
 JY1015;SPC OH S     -   147,330.      486,610.      MT  (+/- 180 meters Scaled)
 JY1015
 JY1015                          SUPERSEDED SURVEY CONTROL
 JY1015
 JY1015  NGVD 29 (06/03/91)  322.645  (m)         1058.54   (f) ADJUSTED    1 2
 JY1015
 JY1015.Superseded values are not recommended for survey control.
 JY1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1015.See file dsdata.txt to determine how the superseded data were derived.
 JY1015
 JY1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD573560(NAD 83)
 JY1015_MARKER: DB = BENCH MARK DISK
 JY1015_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JY1015+WITH SETTING: PAVEMENT
 JY1015_STAMPING: F 78 1935
 JY1015_MARK LOGO: CGS   
 JY1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1015+STABILITY: SURFACE MOTION
 JY1015
 JY1015  HISTORY     - Date     Condition        Report By
 JY1015  HISTORY     - 1935     MONUMENTED       CGS
 JY1015  HISTORY     - 1984     GOOD             NGS
 JY1015
 JY1015                          STATION DESCRIPTION
 JY1015
 JY1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JY1015'AT MARTINSVILLE.
 JY1015'AT MARTINSVILLE, CLINTON COUNTY, IN FRONT OF THE BALTIMORE
 JY1015'AND OHIO RAILROAD STATION WINDOW, AT A SIGNAL TOWER, IN THE TOP
 JY1015'OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, 7.5 FEET NORTH OF
 JY1015'THE NORTH RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 JY1015'STAMPED F 78 1935.
 JY1015
 JY1015                          STATION RECOVERY (1984)
 JY1015
 JY1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY1015'RECOVERED IN GOOD CONDITION, THE 1935 DESCRIPTION IS ADEQUATE EXCEPT
 JY1015'THE BALTIMORE AND OHIO RAILROAD STATION HAS BEEN RAZED, THE SIGNAL
 JY1015'TOWER HAS BEEN REMOVED, ADD--25.30 METERS (83.0 FT) WEST OF THE CENTER
 JY1015'OF JONESBORO ROAD.  NOTE--THE 5 IN 1935 HAS BEEN STRUCK OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1485 ***********************************************************************
 HY1485  DESIGNATION -  F 79
 HY1485  PID         -  HY1485
 HY1485  STATE/COUNTY-  OH/SCIOTO
 HY1485  USGS QUAD   -  POND RUN (1984)
 HY1485
 HY1485                         *CURRENT SURVEY CONTROL
 HY1485  ___________________________________________________________________
 HY1485* NAD 83(1986)-  38 43 34.     (N)    083 10 15.     (W)     SCALED    
 HY1485* NAVD 88     -       200.107  (meters)     656.52   (feet)  ADJUSTED  
 HY1485  ___________________________________________________________________
 HY1485  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY1485  DYNAMIC HT  -         199.981 (meters)     656.10  (feet)  COMP
 HY1485  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 HY1485
 HY1485  VERT ORDER  -  SECOND    CLASS 0
 HY1485
 HY1485.The horizontal coordinates were scaled from a topographic map and have
 HY1485.an estimated accuracy of +/- 6 seconds.
 HY1485
 HY1485.The orthometric height was determined by differential leveling
 HY1485.and adjusted by the National Geodetic Survey in June 1991..
 HY1485
 HY1485.The geoid height was determined by GEOID03.
 HY1485
 HY1485.The dynamic height is computed by dividing the NAVD 88
 HY1485.geopotential number by the normal gravity value computed on the
 HY1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1485.degrees latitude (g = 980.6199 gals.).
 HY1485
 HY1485.The modeled gravity was interpolated from observed gravity values.
 HY1485
 HY1485;                    North         East    Units  Estimated Accuracy
 HY1485;SPC OH S     -    80,830.      541,670.      MT  (+/- 180 meters Scaled)
 HY1485
 HY1485                          SUPERSEDED SURVEY CONTROL
 HY1485
 HY1485  NGVD 29 (??/??/92)  200.298  (m)          657.14   (f) ADJ UNCH    2 0
 HY1485
 HY1485.Superseded values are not recommended for survey control.
 HY1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1485.See file dsdata.txt to determine how the superseded data were derived.
 HY1485
 HY1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC112886(NAD 83)
 HY1485_MARKER: DB = BENCH MARK DISK
 HY1485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1485_SP_SET: BRIDGE
 HY1485_STAMPING: F 79 1935
 HY1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1485
 HY1485  HISTORY     - Date     Condition        Report By
 HY1485  HISTORY     - 1935     MONUMENTED       CGS
 HY1485  HISTORY     - 1948     GOOD             NGS
 HY1485
 HY1485                          STATION DESCRIPTION
 HY1485
 HY1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HY1485'4.8 MI W FROM FRIENDSHIP.
 HY1485'4.8 MILES WEST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 HY1485'FRIENDSHIP, SCIOTO COUNTY, 65 YARDS SOUTHWEST OF THE SOUTHWEST
 HY1485'CORNER OF THE J.E. BORDER HOUSE, 35 YARDS EAST OF THE CENTER
 HY1485'OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH, IN THE TOP OF
 HY1485'THE SOUTHEAST WING WALL OF BRIDGE SC 125 63, 19 FEET SOUTH OF
 HY1485'THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE ROADWAY.  A
 HY1485'STANDARD DISK, STAMPED F 79 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0989 ***********************************************************************
 MB0989  DESIGNATION -  F 8
 MB0989  PID         -  MB0989
 MB0989  STATE/COUNTY-  OH/ASHTABULA
 MB0989  USGS QUAD   -  CONNEAUT (1996)
 MB0989
 MB0989                         *CURRENT SURVEY CONTROL
 MB0989  ___________________________________________________________________
 MB0989* NAD 83(1986)-  41 56 56.     (N)    080 33 56.     (W)     SCALED    
 MB0989* NAVD 88     -       197.452  (meters)     647.81   (feet)  ADJUSTED  
 MB0989  ___________________________________________________________________
 MB0989  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 MB0989  DYNAMIC HT  -         197.383 (meters)     647.58  (feet)  COMP
 MB0989  MODELED GRAV-     980,266.3   (mgal)                       NAVD 88
 MB0989
 MB0989  VERT ORDER  -  FIRST     CLASS II
 MB0989
 MB0989.The horizontal coordinates were scaled from a topographic map and have
 MB0989.an estimated accuracy of +/- 6 seconds.
 MB0989
 MB0989.The orthometric height was determined by differential leveling
 MB0989.and adjusted by the National Geodetic Survey in June 1991..
 MB0989
 MB0989.The geoid height was determined by GEOID03.
 MB0989
 MB0989.The dynamic height is computed by dividing the NAVD 88
 MB0989.geopotential number by the normal gravity value computed on the
 MB0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0989.degrees latitude (g = 980.6199 gals.).
 MB0989
 MB0989.The modeled gravity was interpolated from observed gravity values.
 MB0989
 MB0989;                    North         East    Units  Estimated Accuracy
 MB0989;SPC OH N     -   255,220.      760,390.      MT  (+/- 180 meters Scaled)
 MB0989
 MB0989                          SUPERSEDED SURVEY CONTROL
 MB0989
 MB0989  NGVD 29 (06/03/92)  197.655  (m)          648.47   (f) ADJUSTED    1 2
 MB0989
 MB0989.Superseded values are not recommended for survey control.
 MB0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0989.See file dsdata.txt to determine how the superseded data were derived.
 MB0989
 MB0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG360441(NAD 83)
 MB0989_MARKER: DB = BENCH MARK DISK
 MB0989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0989_SP_SET: CON FOOTING
 MB0989_STAMPING: F 8 1934
 MB0989_MARK LOGO: CGS   
 MB0989_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0989
 MB0989  HISTORY     - Date     Condition        Report By
 MB0989  HISTORY     - 1934     MONUMENTED       CGS
 MB0989  HISTORY     - 1941     GOOD             NGS
 MB0989  HISTORY     - 1981     GOOD             NGS
 MB0989  HISTORY     - 19900101 GOOD             OHDT
 MB0989  HISTORY     - 19920820 GOOD             USPSQD
 MB0989
 MB0989                          STATION DESCRIPTION
 MB0989
 MB0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MB0989'0.3 MI W FROM CONNEAUT.
 MB0989'0.3 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MB0989'STATION AT CONNEAUT, ASHTABULA COUNTY, 56 FEET NORTH OF THE NORTH
 MB0989'RAIL OF THE NORTH TRACK, AT A WATER TANK SUPPORT, IN THE TOP OF
 MB0989'THE SOUTHEAST CORNER OF THE CONCRETE FOOTING, AT THE SOUTHERLY
 MB0989'RADIUS OF THE FOUNDATION, 6 INCHES ABOVE THE GROUND, AND 6 FEET
 MB0989'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK STAMPED F 8 1934.
 MB0989
 MB0989                          STATION RECOVERY (1981)
 MB0989
 MB0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB0989'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MB0989'IN CONNEAUT, AT THE CITY WATER TANK ON CLARK STREET, 0.08 KILOMETER
 MB0989'(0.05 MILE) EAST OF THE JUNCTION OF LAKE ERIE STREET, THE MARK IS SET
 MB0989'IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE
 MB0989'MOST SOUTHWESTERLY LEG OF THE WATER TANK WITH AN ELECTRIC METER,
 MB0989'34.13 METERS (112.0 FEET) SOUTH OF THE CENTER OF CLARK STREET AND
 MB0989'17.37 METERS (56.0 FEET) NORTH OF THE NORTH RAIL OF THE PENN CENTRAL
 MB0989'(AMTRACK) RAILROAD.
 MB0989'THE MARK IS 0.18 M ABOVE THE GROUND.
 MB0989
 MB0989                          STATION RECOVERY (1990)
 MB0989
 MB0989'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (PT)
 MB0989'RECOVERED IN GOOD CONDITION.
 MB0989
 MB0989                          STATION RECOVERY (1992)
 MB0989
 MB0989'RECOVERY NOTE BY US POWER SQUADRON 1992 (BO)
 MB0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1059 ***********************************************************************
 MB1059  DESIGNATION -  F 9
 MB1059  PID         -  MB1059
 MB1059  STATE/COUNTY-  OH/LAKE
 MB1059  USGS QUAD   -  EASTLAKE (1994)
 MB1059
 MB1059                         *CURRENT SURVEY CONTROL
 MB1059  ___________________________________________________________________
 MB1059* NAD 83(1986)-  41 38 47.     (N)    081 24 27.     (W)     SCALED    
 MB1059* NAVD 88     -       194.480  (meters)     638.06   (feet)  POSTED    
 MB1059  ___________________________________________________________________
 MB1059  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 MB1059  DYNAMIC HT  -         194.410 (meters)     637.83  (feet)  COMP
 MB1059  MODELED GRAV-     980,248.8   (mgal)                       NAVD 88
 MB1059
 MB1059  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MB1059
 MB1059.The horizontal coordinates were scaled from a topographic map and have
 MB1059.an estimated accuracy of +/- 6 seconds.
 MB1059
 MB1059.The orthometric height was determined by differential leveling
 MB1059.and adjusted by the National Geodetic Survey in 1992..
 MB1059.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MB1059.rate of 0.0 thru 1.0 mm/km.
 MB1059
 MB1059.The geoid height was determined by GEOID03.
 MB1059
 MB1059.The dynamic height is computed by dividing the NAVD 88
 MB1059.geopotential number by the normal gravity value computed on the
 MB1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1059.degrees latitude (g = 980.6199 gals.).
 MB1059
 MB1059.The modeled gravity was interpolated from observed gravity values.
 MB1059
 MB1059;                    North         East    Units  Estimated Accuracy
 MB1059;SPC OH N     -   220,420.      691,010.      MT  (+/- 180 meters Scaled)
 MB1059
 MB1059                          SUPERSEDED SURVEY CONTROL
 MB1059
 MB1059  NGVD 29 (??/??/92)  194.707  (m)          638.80   (f) ADJ UNCH    1 2
 MB1059
 MB1059.Superseded values are not recommended for survey control.
 MB1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1059.See file dsdata.txt to determine how the superseded data were derived.
 MB1059
 MB1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG660105(NAD 83)
 MB1059_MARKER: DB = BENCH MARK DISK
 MB1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1059_STAMPING: F 9 1934
 MB1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1059+STABILITY: SURFACE MOTION
 MB1059
 MB1059  HISTORY     - Date     Condition        Report By
 MB1059  HISTORY     - 1934     MONUMENTED       CGS
 MB1059  HISTORY     - 1981     MARK NOT FOUND   NGS
 MB1059
 MB1059                          STATION DESCRIPTION
 MB1059
 MB1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1059'AT WILLOUGHBY.
 MB1059'AT WILLOUGHBY, LAKE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MB1059'84 FEET EAST OF THE EAST END OF THE STATION, 37 FEET SOUTH OF
 MB1059'THE SOUTH RAIL, 2 FEET NORTH OF A LARGE POLE, AND 2 FEET HIGHER
 MB1059'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 9 1934 AND
 MB1059'SET IN THE TOP OF A CONCRETE POST.
 MB1059
 MB1059                          STATION RECOVERY (1981)
 MB1059
 MB1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1059'NOT RECOVERED, OLD STATION HAS BEEN MOVED AND ALL OF EXISTING YARD IS
 MB1059'BELOW THE TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0839 ***********************************************************************
 JY0839  DESIGNATION -  F=935
 JY0839  PID         -  JY0839
 JY0839  STATE/COUNTY-  OH/FAIRFIELD
 JY0839  USGS QUAD   -  BALTIMORE (1987)
 JY0839
 JY0839                         *CURRENT SURVEY CONTROL
 JY0839  ___________________________________________________________________
 JY0839* NAD 83(1986)-  39 50 43.     (N)    082 30 38.     (W)     SCALED    
 JY0839* NAVD 88     -       284.834  (meters)     934.49   (feet)  ADJUSTED  
 JY0839  ___________________________________________________________________
 JY0839  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JY0839  DYNAMIC HT  -         284.669 (meters)     933.95  (feet)  COMP
 JY0839  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 JY0839
 JY0839  VERT ORDER  -  FIRST     CLASS II
 JY0839
 JY0839.The horizontal coordinates were scaled from a topographic map and have
 JY0839.an estimated accuracy of +/- 6 seconds.
 JY0839
 JY0839.The orthometric height was determined by differential leveling
 JY0839.and adjusted by the National Geodetic Survey in June 1991..
 JY0839
 JY0839.The geoid height was determined by GEOID03.
 JY0839
 JY0839.The dynamic height is computed by dividing the NAVD 88
 JY0839.geopotential number by the normal gravity value computed on the
 JY0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0839.degrees latitude (g = 980.6199 gals.).
 JY0839
 JY0839.The modeled gravity was interpolated from observed gravity values.
 JY0839
 JY0839;                    North         East    Units  Estimated Accuracy
 JY0839;SPC OH S     -   204,850.      599,100.      MT  (+/- 180 meters Scaled)
 JY0839
 JY0839                          SUPERSEDED SURVEY CONTROL
 JY0839
 JY0839  NGVD 29 (??/??/92)  285.04   (m)          935.2    (f) COMPUTED    1 2
 JY0839
 JY0839.Superseded values are not recommended for survey control.
 JY0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0839.See file dsdata.txt to determine how the superseded data were derived.
 JY0839
 JY0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE707116(NAD 83)
 JY0839_MARKER: DD = SURVEY DISK
 JY0839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0839_SP_SET: BRIDGE
 JY0839_STAMPING: 935
 JY0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0839
 JY0839  HISTORY     - Date     Condition        Report By
 JY0839  HISTORY     - UNK      MONUMENTED       USGS
 JY0839  HISTORY     - 1954     GOOD             NGS
 JY0839
 JY0839                          STATION DESCRIPTION
 JY0839
 JY0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0839'1.9 MI E FROM THURSTON.
 JY0839'1.9 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 JY0839'ELEVATOR BUILDINGS AT THURSTON, ABOUT 575 YARDS WEST OF MILE
 JY0839'POST COL 31, AT A NORTH-SOUTH BLACK TOP ROAD CROSSING, 228 FEET
 JY0839'SOUTH OF CENTER OF CROSSING, 8 1/2 FEET EAST OF CENTER LINE OF
 JY0839'ROAD, IN THE TOP OF THE NORTHEAST STONE MASONRY WING WALL OF THE
 JY0839'NORTH STONE ABUTMENT OF 22-FOOT STEEL BRIDGE UNDER BLACK TOP
 JY0839'ROAD, 8 FEET NORTH OF NORTH END OF IRON RAILING AND ABOUT
 JY0839'1 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1613 ***********************************************************************
 MC1613  SACS        -  This is a Secondary Airport Control Station.
 MC1613  DESIGNATION -  FAA SKY A
 MC1613  PID         -  MC1613
 MC1613  STATE/COUNTY-  OH/ERIE
 MC1613  USGS QUAD   -  SANDUSKY (1969)
 MC1613
 MC1613                         *CURRENT SURVEY CONTROL
 MC1613  ___________________________________________________________________
 MC1613* NAD 83(1995)-  41 26 00.35665(N)    082 38 45.65952(W)     ADJUSTED  
 MC1613* NAVD 88     -       175.03   (meters)     574.2    (feet)  GPS OBS   
 MC1613  ___________________________________________________________________
 MC1613  X           -     612,984.962 (meters)                     COMP
 MC1613  Y           -  -4,749,585.747 (meters)                     COMP
 MC1613  Z           -   4,198,724.739 (meters)                     COMP
 MC1613  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 MC1613  ELLIP HEIGHT-         139.78  (meters)          (10/07/05) GPS OBS
 MC1613  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1613
 MC1613  HORZ ORDER  -  FIRST
 MC1613  ELLP ORDER  -  FOURTH    CLASS II
 MC1613
 MC1613.This mark is at Griffing-Sandusky Airport (SKY)
 MC1613
 MC1613.The horizontal coordinates were established by GPS observations
 MC1613.and adjusted by the National Geodetic Survey in July 1997..
 MC1613
 MC1613.The orthometric height was determined by GPS observations and a
 MC1613.high-resolution geoid model.
 MC1613
 MC1613.GPS derived orthometric heights for airport stations designated as
 MC1613.PACS or SACS are published to 2 decimal places.  This maintains
 MC1613.centimeter relative accuracy between the PACS and SACS.  It does
 MC1613.not indicate centimeter accuracy relative to other marks which are
 MC1613.part of the NAVD 88 network.
 MC1613
 MC1613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1613
 MC1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1613
 MC1613.The ellipsoidal height was determined by GPS observations
 MC1613.and is referenced to NAD 83.
 MC1613
 MC1613.The geoid height was determined by GEOID03.
 MC1613
 MC1613;                    North         East     Units Scale Factor Converg.
 MC1613;SPC OH N     -   196,204.831   587,796.203   MT  0.99995947   -0 05 45.3
 MC1613;UTM  17      - 4,588,181.414   362,475.925   MT  0.99983275   -1 05 21.9
 MC1613
 MC1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1613!SPC OH N     -   0.99997808  x   0.99995947  =   0.99993755
 MC1613!UTM  17      -   0.99997808  x   0.99983275  =   0.99981083
 MC1613
 MC1613:                Primary Azimuth Mark                     Grid Az
 MC1613:SPC OH N     -  FAA SKY B                                265 16 27.5
 MC1613:UTM  17      -  FAA SKY B                                266 16 04.1
 MC1613
 MC1613|---------------------------------------------------------------------|
 MC1613| PID    Reference Object                     Distance      Geod. Az  |
 MC1613|                                                           dddmmss.s |
 MC1613| MC1614 FAA SKY B                           APPROX. 0.6 KM 2651042.2 |
 MC1613|---------------------------------------------------------------------|
 MC1613
 MC1613                          SUPERSEDED SURVEY CONTROL
 MC1613
 MC1613  ELLIP H (07/02/97)  139.80   (m)                       GP(       ) 4 2
 MC1613  NAD 83(1995)-  41 26 00.35831(N)    082 38 45.66470(W) AD(       ) 3
 MC1613  NAD 83(1986)-  41 26 00.36109(N)    082 38 45.67711(W) AD(       ) 3
 MC1613  NGVD 29 (03/13/91)  175.3    (m)          575.     (f) GPS OBS        
 MC1613
 MC1613.Superseded values are not recommended for survey control.
 MC1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1613.See file dsdata.txt to determine how the superseded data were derived.
 MC1613
 MC1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF6247688181(NAD 83)
 MC1613_MARKER: I = METAL ROD
 MC1613_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1613_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1613_STAMPING: FAA SKY A 1990
 MC1613_MARK LOGO: NGS   
 MC1613_PROJECTION: FLUSH
 MC1613_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1613+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1995
 MC1613_ROD/PIPE-DEPTH: 9.7  meters
 MC1613_SLEEVE-DEPTH  : 0.90 meters
 MC1613
 MC1613  HISTORY     - Date     Condition        Report By
 MC1613  HISTORY     - 1990     MONUMENTED       NGS
 MC1613  HISTORY     - 19951003 GOOD             NGS
 MC1613
 MC1613                          STATION DESCRIPTION
 MC1613
 MC1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MC1613'THE STATION IS LOCATED ON THE EAST SIDE OF SANDUSKY, ON STATE HIGHWAY
 MC1613'6  AND AT THE GRIFFING/SANDUSKY AIRPORT 0N THE WEST SIDE OF THE
 MC1613'TURN-AROUND FOR THE END OF RUNWAY 27.  OWNERSHIP--AND AIRPORT MANAGER
 MC1613'IS THOMAS GRIFFING JR., 3315 CLEVELAND ROAD, SANDUSKY, OH 44870,
 MC1613'PHONE (419)-626-5161.
 MC1613'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 (CLEVELAND
 MC1613'ROAD AND THE NORTH END OF STATE HIGHWAY 250 IN SANDUSKY, GO EAST ON
 MC1613'STATE HIGHWAY 6 FOR 4.18 KM (2.60 MI) TO THE AIRPORT ENTRANCE ON THE
 MC1613'LEFT, TURN LEFT, NORTH, ALONG THE WEST SIDE OF THE PARKING LOT TO THE
 MC1613'APRON AND THE AIRPORT OFFICE ON THE RIGHT, CONTINUE NORTHEASTERLY
 MC1613'ACROSS THE APRON TO THE JUNCTION OF THE TAXIWAY, CONTINUE AHEAD TO
 MC1613'THE JUNCTION OF RUNWAY 36, TURN LEFT, NORTH, ON THE RUNWAY AND GO
 MC1613'0.24 KM (0.15 MI) TO THE JUNCTION OF RUNWAYS 9-27, TURN RIGHT, EAST,
 MC1613'ON RUNWAY 27 FOR 0.56 KM (0.35 MI) TO THE STATION ON THE RIGHT ON THE
 MC1613'WEST SIDE OF THE TURN-AROUND.
 MC1613'THE STATION IS FLUSH WITH THE GROUND LOCATED 50.3 M (165.0 FT) WEST OF
 MC1613'THE END OF RUNWAY 27, 20.55 M (67.42 FT) SOUTH OF RUNWAY 27, 5.8 M
 MC1613'(19.0 FT) SOUTH OF THE FIRST RUNWAY LIGHT WEST OF THE END OF RUNWAY
 MC1613'27 AND 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 MC1613
 MC1613                          STATION RECOVERY (1995)
 MC1613
 MC1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MC1613'THE STATION IS LOCATED ON THE EAST SIDE OF SANDUSKY, ON STATE HIGHWAY
 MC1613'6 AND AT THE GRIFFING SANDUSKY AIRPORT, ON THE WEST SIDE OF THE
 MC1613'TURN-AROUND FOR RUNWAY END 27.  OWNERSHIP--AND AIRPORT MANAGER IS
 MC1613'THOMAS GRIFFING, JR., 3315 CLEVELAND ROAD, SANDUSKY, OH.  44870. PHONE
 MC1613'419-626-5161.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 6
 MC1613'(CLEVELAND ROAD) AND THE NORTH END OF STATE HIGHWAY 250 IN SANDUSKY,
 MC1613'GO EAST ON HIGHWAY 6 FOR 4.18 KM (2.60 MI) TO THE AIRPORT ENTRANCE ON
 MC1613'THE LEFT.  TURN LEFT, NORTH, ALONG THE WEST SIDE OF THE PARKING LOT TO
 MC1613'THE APRON AND THE AIRPORT OFFICE ON THE RIGHT.  CONTINUE AHEAD,
 MC1613'NORTHEASTERLY, FOR 0.1 KM (0.05 MI) ACROSS THE APRON TO THE TAXI ON
 MC1613'THE LEFT.  BEAR LEFT, NORTHEAST, ALONG THE TAXI FOR 0.08 KM (0.05 MI)
 MC1613'TO THE JUNCTION OF THE RUNWAY.  TURN LEFT, NORTH, ALONG THE RUNWAY FOR
 MC1613'0.24 KM (0.15 MI) TO THE JUNCTION OF RUNWAY 9-27.  TURN RIGHT, EAST,
 MC1613'ALONG THE RUNWAY FOR 0.56 KM (0.35 MI) TO THE STATION ON THE RIGHT ON
 MC1613'THE WEST SIDE OF THE TURN-AROUND.  THE STATION IS A PUNCH HOLE TOP
 MC1613'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM
 MC1613'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 MC1613'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 50.3 M (165.0 FT) WEST OF
 MC1613'THE END OF RUNWAY 27, 20.55 M (67.42 FT) SOUTH OF THE CENTER OF THE
 MC1613'RUNWAY, 5.8 M (19.0 FT) SOUTH OF THE FIRST RUNWAY LIGHT WEST OF THE
 MC1613'END OF THE RUNWAY, AND 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS
 MC1613'POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1614 ***********************************************************************
 MC1614  DESIGNATION -  FAA SKY B
 MC1614  PID         -  MC1614
 MC1614  STATE/COUNTY-  OH/ERIE
 MC1614  USGS QUAD   -  SANDUSKY (1969)
 MC1614
 MC1614                         *CURRENT SURVEY CONTROL
 MC1614  ___________________________________________________________________
 MC1614* NAD 83(1995)-  41 25 58.84882(N)    082 39 09.40122(W)     ADJUSTED  
 MC1614* NAVD 88     -       175.1    (meters)     574.     (feet)  GPS OBS   
 MC1614  ___________________________________________________________________
 MC1614  X           -     612,442.213 (meters)                     COMP
 MC1614  Y           -  -4,749,686.877 (meters)                     COMP
 MC1614  Z           -   4,198,689.929 (meters)                     COMP
 MC1614  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 MC1614  ELLIP HEIGHT-         139.88  (meters)          (10/07/05) GPS OBS
 MC1614  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1614
 MC1614  HORZ ORDER  -  FIRST
 MC1614  ELLP ORDER  -  FOURTH    CLASS II
 MC1614
 MC1614.This mark is at Griffing-Sandusky Airport (SKY)
 MC1614
 MC1614.The horizontal coordinates were established by GPS observations
 MC1614.and adjusted by the National Geodetic Survey in July 1997..
 MC1614
 MC1614.The orthometric height was determined by GPS observations and a
 MC1614.high-resolution geoid model.
 MC1614
 MC1614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1614
 MC1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1614
 MC1614.The ellipsoidal height was determined by GPS observations
 MC1614.and is referenced to NAD 83.
 MC1614
 MC1614.The geoid height was determined by GEOID03.
 MC1614
 MC1614;                    North         East     Units Scale Factor Converg.
 MC1614;SPC OH N     -   196,159.259   587,244.931   MT  0.99995943   -0 06 00.9
 MC1614;UTM  17      - 4,588,145.412   361,924.015   MT  0.99983463   -1 05 37.6
 MC1614
 MC1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1614!SPC OH N     -   0.99997806  x   0.99995943  =   0.99993749
 MC1614!UTM  17      -   0.99997806  x   0.99983463  =   0.99981269
 MC1614
 MC1614:                Primary Azimuth Mark                     Grid Az
 MC1614:SPC OH N     -  FAA SKY A                                085 16 27.3
 MC1614:UTM  17      -  FAA SKY A                                086 16 04.0
 MC1614
 MC1614|---------------------------------------------------------------------|
 MC1614| PID    Reference Object                     Distance      Geod. Az  |
 MC1614|                                                           dddmmss.s |
 MC1614| MC1613 FAA SKY A                           APPROX. 0.6 KM 0851026.4 |
 MC1614| AB6040 SKY C                               164.998 METERS 14248     |
 MC1614|---------------------------------------------------------------------|
 MC1614
 MC1614                          SUPERSEDED SURVEY CONTROL
 MC1614
 MC1614  ELLIP H (07/02/97)  139.90   (m)                       GP(       ) 4 2
 MC1614  NAD 83(1995)-  41 25 58.85087(N)    082 39 09.40641(W) AD(       ) 3
 MC1614  NAD 83(1986)-  41 25 58.85365(N)    082 39 09.41883(W) AD(       ) 3
 MC1614  NAD 83(1986)-  41 26 01.86717(N)    082 38 21.93509(W) AD(       ) 3
 MC1614
 MC1614.Superseded values are not recommended for survey control.
 MC1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1614.See file dsdata.txt to determine how the superseded data were derived.
 MC1614
 MC1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF6192488145(NAD 83)
 MC1614_MARKER: I = METAL ROD
 MC1614_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1614_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1614_STAMPING: FAA SKY B 1990
 MC1614_MARK LOGO: NGS   
 MC1614_PROJECTION: FLUSH
 MC1614_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1614+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1995
 MC1614_ROD/PIPE-DEPTH: 10.3 meters
 MC1614_SLEEVE-DEPTH  : 0.90 meters
 MC1614
 MC1614  HISTORY     - Date     Condition        Report By
 MC1614  HISTORY     - 1990     MONUMENTED       NGS
 MC1614  HISTORY     - 19951003 GOOD             NGS
 MC1614
 MC1614                          STATION DESCRIPTION
 MC1614
 MC1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MC1614'THE STATION IS LOCATED ON THE EAST SIDE OF SANDUSKY, ON STATE HIGHWAY
 MC1614'6, AT THE GRIFFING/SANDUSKY AIRPORT AND IN THE SOUTHEAST ANGLE OF THE
 MC1614'JUNCTION OF RUNWAYS 18-36 AND 9-27.  OWNERSHIP--AND AIRPORT MANAGER
 MC1614'IS THOMAS GRIFFING JR., 3315 CLEVELAND ROAD, SANDUSKY, OH 44870,
 MC1614'PHONE (419)-626-5161.
 MC1614'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 (CLEVELAND
 MC1614'ROAD) AND THE NORTH END OF STATE HIGHWAY 250 IN SANDUSKY, GO EAST ON
 MC1614'STATE HIGHWAY 6 FOR 4.18 KM (2.60 MI) TO THE AIRPORT ENTRANCE ON THE
 MC1614'LEFT, TURN LEFT, NORTH, ALONG THE WEST SIDE OF THE PARKING LOT, TO
 MC1614'THE APRON AND THE AIRPORT OFFICE ON THE RIGHT, CONTINUE NORTHEASTERLY
 MC1614'ACROSS THE APRON TO THE JUNCTION OF THE TAXIWAY, CONTINUE AHEAD TO
 MC1614'THE JUNCTION OF RUNWAY 36, TURN LEFT, NORTH, ON THE RUNWAY AND GO
 MC1614'0.24 KM (0.15 MI) TO THE JUNCTION OF RUNWAYS 9-27 AND THE STATION ON
 MC1614'THE RIGHT.
 MC1614'THE STATION IS FLUSH WITH THE GROUND LOCATED 23.5 M (77.1 FT) SOUTH OF
 MC1614'THE CENTER OF RUNWAY 9-27, 18.9 M (62.0 FT) EAST OF RUNWAY 18-36, 8.6
 MC1614'M (28.2 FT) EAST OF AN ELECTRICAL BOX AND 0.3 M (1.0 FT) SOUTHWEST OF
 MC1614'A FIBERGLASS WITNESS POST.
 MC1614
 MC1614                          STATION RECOVERY (1995)
 MC1614
 MC1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MC1614'THE STATION IS LOCATED ON THE EAST SIDE OF SANDUSKY, ON STATE HIGHWAY
 MC1614'6 AND AT THE GRIFFING SANDUSKY AIRPORT, IN THE SOUTHEAST QUADRANT OF
 MC1614'THE JUNCTION OF RUNWAYS 18-36 AND 9-27, AND NEAR MIDFIELD.
 MC1614'OWNERSHIP--AND AIRPORT MANAGER IS THOMAS GRIFFING, JR., 3315 CLEVELAND
 MC1614'ROAD, SANDUSKY, OH.  44870.  PHONE 419-626-5161.  TO REACH FROM THE
 MC1614'JUNCTION OF STATE HIGHWAY 6 (CLEVELAND ROAD) AND THE NORTH END OF
 MC1614'STATE HIGHWAY 250 IN SANDUSKY, GO EAST ON HIGHWAY 6 FOR 4.18 KM (2.60
 MC1614'MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, ALONG THE
 MC1614'WEST SIDE OF THE PARKING LOT TO THE APRON AND THE AIRPORT OFFICE ON
 MC1614'THE RIGHT.  CONTINUE AHEAD, NORTHEASTERLY, FOR 0.1 KM (0.05 MI) ACROSS
 MC1614'THE APRON TO THE TAXI ON THE LEFT.  BEAR LEFT, NORTHEAST, ALONG THE
 MC1614'TAXI FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF THE RUNWAY.  TURN LEFT,
 MC1614'NORTH, ALONG THE RUNWAY FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF
 MC1614'RUNWAY 9-27 AND THE STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE
 MC1614'TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE
 MC1614'90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 MC1614'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 23.5 M (77.1 FT) SOUTH OF
 MC1614'THE CENTER OF RUNWAY 9-27, 18.9 M (62.0 FT) EAST OF THE CENTER OF
 MC1614'RUNWAY 18-36, 8.6 M (28.2 FT) EAST OF AN ELECTRICAL BOX, AND 0.3 M
 MC1614'(1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.
 MC1614'AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1366 ***********************************************************************
 MB1366  DESIGNATION -  FAIR
 MB1366  PID         -  MB1366
 MB1366  STATE/COUNTY-  OH/SUMMIT
 MB1366  USGS QUAD   -  AKRON WEST (1994)
 MB1366
 MB1366                         *CURRENT SURVEY CONTROL
 MB1366  ___________________________________________________________________
 MB1366* NAD 83(1995)-  41 07 09.65487(N)    081 34 09.04586(W)     ADJUSTED  
 MB1366* NAVD 88     -       310.713  (meters)    1019.40   (feet)  ADJUSTED  
 MB1366  ___________________________________________________________________
 MB1366  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 MB1366  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB1366  DYNAMIC HT  -         310.579 (meters)    1018.96  (feet)  COMP
 MB1366  MODELED GRAV-     980,181.9   (mgal)                       NAVD 88
 MB1366
 MB1366  HORZ ORDER  -  FIRST
 MB1366  VERT ORDER  -  FIRST     CLASS II
 MB1366
 MB1366.The horizontal coordinates were established by classical geodetic methods
 MB1366.and adjusted by the National Geodetic Survey in April 1998..
 MB1366
 MB1366.The orthometric height was determined by differential leveling
 MB1366.and adjusted by the National Geodetic Survey in June 1991..
 MB1366
 MB1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1366
 MB1366.The geoid height was determined by GEOID03.
 MB1366
 MB1366.The dynamic height is computed by dividing the NAVD 88
 MB1366.geopotential number by the normal gravity value computed on the
 MB1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1366.degrees latitude (g = 980.6199 gals.).
 MB1366
 MB1366.The modeled gravity was interpolated from observed gravity values.
 MB1366
 MB1366;                    North         East     Units Scale Factor Converg.
 MB1366;SPC OH N     -   161,731.680   678,167.117   MT  0.99993955   +0 36 41.4
 MB1366;UTM  17      - 4,552,162.106   452,217.484   MT  0.99962810   -0 22 27.5
 MB1366
 MB1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1366!SPC OH N     -   0.99995651  x   0.99993955  =   0.99989607
 MB1366!UTM  17      -   0.99995651  x   0.99962810  =   0.99958463
 MB1366
 MB1366:                Primary Azimuth Mark                     Grid Az
 MB1366:SPC OH N     -  WALL                                     179 20 32.9
 MB1366:UTM  17      -  WALL                                     180 19 41.8
 MB1366
 MB1366|---------------------------------------------------------------------|
 MB1366| PID    Reference Object                     Distance      Geod. Az  |
 MB1366|                                                           dddmmss.s |
 MB1366| MB1364 WALL                                APPROX. 1.1 KM 1795714.3 |
 MB1366| MB1367 WOODLAND                            317.710 METERS 33406     |
 MB1366|---------------------------------------------------------------------|
 MB1366
 MB1366                          SUPERSEDED SURVEY CONTROL
 MB1366
 MB1366  NAD 83(1986)-  41 07 09.66198(N)    081 34 09.04878(W) AD(       ) 1
 MB1366  NAD 27      -  41 07 09.46772(N)    081 34 09.60879(W) AD(       ) 1
 MB1366  NGVD 29 (??/??/92)  310.91   (m)         1020.0    (f) COMPUTED    1 2
 MB1366
 MB1366.Superseded values are not recommended for survey control.
 MB1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1366.See file dsdata.txt to determine how the superseded data were derived.
 MB1366
 MB1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5221752162(NAD 83)
 MB1366_MARKER: DD = SURVEY DISK
 MB1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1366_STAMPING: FAIR
 MB1366_MARK LOGO: OH0070
 MB1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1366+STABILITY: SURFACE MOTION
 MB1366
 MB1366  HISTORY     - Date     Condition        Report By
 MB1366  HISTORY     - 1963     MONUMENTED       OH0070
 MB1366  HISTORY     - 1963     GOOD             CGS
 MB1366
 MB1366                          STATION DESCRIPTION
 MB1366
 MB1366'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1366'THE STATION IS LOCATED AT THE CENTER OF THE INTERSECTION OF NORTH
 MB1366'HAWKINS AVENUE AND FAIRFAX
 MB1366'ROAD IN FRONT OF THE HOUSE AT 360 NORTH HAWKINS AVENUE, ABOUT 3-3/4
 MB1366'MILES NORTHWEST OF DOWNTOWN AKRON.
 MB1366'IT IS 33.7 FEET NORTHEAST OF POWER POLE NUMBER 44504, 34.2
 MB1366'FEET NORTHWEST OF A POWER POLE BY A STREET SIGN
 MB1366'AND 38 FEET SOUTHWEST OF A FIRE PLUG.
 MB1366'THE MARK IS A CITY OF AKRON DISK STAMPED FAIR SET IN THE TOP OF A
 MB1366'6 INCH SQUARE CONCRETE
 MB1366'MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE
 MB1366'AND COVERED WITH A 9 INCH IRON
 MB1366'COVER.
 MB1366'
 MB1366'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 MB1366
 MB1366                          STATION RECOVERY (1963)
 MB1366
 MB1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MB1366'AT AKRON.
 MB1366'AT AKRON, IN THE NORTHWEST PART OF THE CITY, AT THE CENTER
 MB1366'OF THE INTERSECTION OF NORTH HAWKINS AVENUE AND FAIRFAX ROAD, IN
 MB1366'FRONT OF THE RESIDENCE AT 360 NORTH HAWKINS AVENUE, IN THE
 MB1366'CENTER LINE OF NORTH HAWKINS AVENUE, 33 1/2 FEET NORTHEAST OF
 MB1366'POWER LINE POLE NO. 44504, 38 FEET SOUTHWEST OF A FIRE HYDRANT,
 MB1366'SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE SURFACE OF
 MB1366'THE AVENUE AND UNDER A 9 INCH IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0241 ***********************************************************************
 KZ0241  DESIGNATION -  FAIR
 KZ0241  PID         -  KZ0241
 KZ0241  STATE/COUNTY-  OH/ASHLAND
 KZ0241  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ0241
 KZ0241                         *CURRENT SURVEY CONTROL
 KZ0241  ___________________________________________________________________
 KZ0241* NAD 83(1995)-  40 50 51.48463(N)    082 20 56.42071(W)     ADJUSTED  
 KZ0241* NAVD 88     -       388.428  (meters)    1274.37   (feet)  ADJUSTED  
 KZ0241  ___________________________________________________________________
 KZ0241  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 KZ0241  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KZ0241  DYNAMIC HT  -         388.248 (meters)    1273.78  (feet)  COMP
 KZ0241  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 KZ0241
 KZ0241  HORZ ORDER  -  FIRST
 KZ0241  VERT ORDER  -  SECOND    CLASS 0
 KZ0241
 KZ0241.The horizontal coordinates were established by classical geodetic methods
 KZ0241.and adjusted by the National Geodetic Survey in April 1998..
 KZ0241
 KZ0241.The orthometric height was determined by differential leveling
 KZ0241.and adjusted by the National Geodetic Survey in June 1991..
 KZ0241
 KZ0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ0241
 KZ0241.The geoid height was determined by GEOID03.
 KZ0241
 KZ0241.The dynamic height is computed by dividing the NAVD 88
 KZ0241.geopotential number by the normal gravity value computed on the
 KZ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0241.degrees latitude (g = 980.6199 gals.).
 KZ0241
 KZ0241.The modeled gravity was interpolated from observed gravity values.
 KZ0241
 KZ0241;                    North         East     Units Scale Factor Converg.
 KZ0241;SPC OH N     -   131,152.535   612,732.451   MT  0.99994648   +0 05 57.1
 KZ0241;UTM  17      - 4,522,718.945   386,284.150   MT  0.99975916   -0 52 56.7
 KZ0241
 KZ0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ0241!SPC OH N     -   0.99994434  x   0.99994648  =   0.99989082
 KZ0241!UTM  17      -   0.99994434  x   0.99975916  =   0.99970351
 KZ0241
 KZ0241:                Primary Azimuth Mark                     Grid Az
 KZ0241:SPC OH N     -  FAIR RM 3 AZIMUTH                        000 05 45.0
 KZ0241:UTM  17      -  FAIR RM 3 AZIMUTH                        001 04 38.8
 KZ0241
 KZ0241|---------------------------------------------------------------------|
 KZ0241| PID    Reference Object                     Distance      Geod. Az  |
 KZ0241|                                                           dddmmss.s |
 KZ0241| AJ1647 FAIR RM 3 AZIMUTH                                  0001142.1 |
 KZ0241| KZ1795 ASHLAND MUNICIPAL TANK              APPROX. 0.5 KM 0024943.6 |
 KZ0241| KZ1789 ASHLAND ST HWY DEPT RADIO MAST      APPROX. 5.4 KM 0524733.9 |
 KZ0241| KZ1791 ASHLAND OH EDISON BRKSIDE TW        APPROX. 5.5 KM 0601541.4 |
 KZ0241| AJ1646 FAIR AZ MK                                         0605148.2 |
 KZ0241| KZ0239 FAIR RM 2                            26.691 METERS 08344     |
 KZ0241| KZ1797 ASHLAND RADIO WNCO AM FM TWR        APPROX. 1.0 KM 2231425.1 |
 KZ0241| KZ0240 FAIR RM 1                            27.700 METERS 35112     |
 KZ0241|---------------------------------------------------------------------|
 KZ0241
 KZ0241                          SUPERSEDED SURVEY CONTROL
 KZ0241
 KZ0241  NAD 83(1986)-  40 50 51.48956(N)    082 20 56.42880(W) AD(       ) 1
 KZ0241  NAD 27      -  40 50 51.28561(N)    082 20 56.84296(W) AD(       ) 1
 KZ0241  NGVD 29 (??/??/92)  388.601  (m)         1274.94   (f) ADJ UNCH    2 0
 KZ0241
 KZ0241.Superseded values are not recommended for survey control.
 KZ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0241.See file dsdata.txt to determine how the superseded data were derived.
 KZ0241
 KZ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF8628422719(NAD 83)
 KZ0241_MARKER: DS = TRIANGULATION STATION DISK
 KZ0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0241_STAMPING: FAIR 1959
 KZ0241_MARK LOGO: CGS   
 KZ0241_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0241+STABILITY: SURFACE MOTION
 KZ0241
 KZ0241  HISTORY     - Date     Condition        Report By
 KZ0241  HISTORY     - 1959     MONUMENTED       CGS
 KZ0241  HISTORY     - 1959     GOOD             CGS
 KZ0241  HISTORY     - 1970     GOOD             OHHD
 KZ0241  HISTORY     - 1970     GOOD             NGS
 KZ0241  HISTORY     - 1973     GOOD             NGS
 KZ0241  HISTORY     - 19840615 GOOD             NGS
 KZ0241  HISTORY     - 1987     GOOD             OHDT
 KZ0241
 KZ0241                          STATION DESCRIPTION
 KZ0241
 KZ0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ0241'THE STATION IS ABOUT 1.5 MILES SOUTHWEST OF ASHLAND AND ON THE SOUTH
 KZ0241'CORNER OF THE ASHLAND
 KZ0241'COUNTY FAIR GROUNDS.
 KZ0241'
 KZ0241'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 42 (CLAREMONT
 KZ0241'AVE.) AND STATE HIGHWAY 250
 KZ0241'NEAR THE POST OFFICE IN ASHLAND, GO SOUTHWESTERLY ON CLAREMONT
 KZ0241'AVE. FOR 2.2 MILES TO A POWER POLE
 KZ0241'WITH THREE TRANSFORMERS AND THE AZIMUTH MARK ON
 KZ0241'THE RIGHT.  CONTINUE SOUTHWESTERLY 0.15 MILE TO A
 KZ0241'CROSSROAD (BANEY RD.).  TURN RIGHT
 KZ0241'AND GO NORTH FOR ABOUT 150 FEET TO THE STATION ON THE RIGHT.
 KZ0241'
 KZ0241'STATION MARKS ARE STANDARD DISKS STAMPED FAIR 1959.  THE SURFACE DISK
 KZ0241'IS SET IN A SQUARE CONCRETE
 KZ0241'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 21 FEET SOUTHWEST
 KZ0241'OF A FLOODLIGHT POLE, 22 FEET EAST
 KZ0241'OF A NORTH-SOUTH FENCE LINE, 40 FEET EAST OF THE
 KZ0241'CENTERLINE OF BANEY ROAD, 61 FEET NORTHWEST OF A
 KZ0241'POWERLINE POLE WITH A METER AND
 KZ0241'52.5 FEET WEST OF THE NORTHWEST CORNER OF A 10 BY 12 FOOT CONCRETE
 KZ0241'FOUNDATION.  A STANDARD METAL
 KZ0241'WITNESS POST WAS SET 20.4 FEET NORTHEAST OF THE STATION MARK.  THE
 KZ0241'UNDERGROUND DISK IS SET IN AN
 KZ0241'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE
 KZ0241'OF THE GROUND.
 KZ0241'
 KZ0241'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FAIR NO 1 1959, IS SET
 KZ0241'IN A SQUARE CONCRETE
 KZ0241'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 23 FEET EAST OF
 KZ0241'THE CENTERLINE OF BANEY ROAD, 17
 KZ0241'FEET NORTH OF A TELEPHONE POLE AND 8 FEET EAST OF
 KZ0241'THE NORTH-SOUTH FENCE LINE.
 KZ0241'
 KZ0241'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FAIR NO 2 1959, IS SET
 KZ0241'IN A SQUARE CONCRETE
 KZ0241'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 13.5 FEET EAST OF
 KZ0241'THE CENTERLINE OF A GRAVEL ROAD,
 KZ0241'43 FEET NORTHWEST OF A FLOODLIGHT POLE AND 38 FEET
 KZ0241'NORTHEAST OF THE NORTHEAST CORNER OF THE 10 BY 12
 KZ0241'FOOT CONCRETE FOUNDATION.
 KZ0241'
 KZ0241'AZIMUTH MARK, A STANDARD DISK STAMPED FAIR 1959, IS SET IN A SQUARE
 KZ0241'CONCRETE POST WHICH
 KZ0241'PROJECTS 3 INCHES.  IT IS 33 FEET NORTHWEST OF THE PAINTED CENTER
 KZ0241'LINE U.S. HIGHWAY 42
 KZ0241'(CLAREMONT AVE.), 3 FEET NORTH OF A POWERLINE POLE WITH THREE
 KZ0241'TRANSFORMERS AND 1 FOOT NORTHWEST OF
 KZ0241'FENCE LINE.  A STANDARD METAL WITNESS POST WAS SET
 KZ0241'2.1 FEET EAST OF THE MARK.
 KZ0241'
 KZ0241'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KZ0241
 KZ0241                          STATION RECOVERY (1959)
 KZ0241
 KZ0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KZ0241'2.2 MI SW FROM ASHLAND.
 KZ0241'ABOUT 2.2 MILES SOUTHWEST ALONG CLAREMOUNT AVENUE FROM ASHLAND
 KZ0241'POST OFFICE, AT THE INTERSECTION OF BANEY ROAD, 160 1/2 FEET
 KZ0241'NORTHWEST OF THE CENTER LINE OF THE AVENUE, 38 1/2 FEET
 KZ0241'EAST OF THE CENTER LINE OF THE ROAD, 53 FEET WEST-NORTHWEST OF
 KZ0241'THE SOUTHWEST CORNER OF AN ABANDONED CONCRETE FLOOR (12-BY 12-FOOT),
 KZ0241'23.9 FEET WEST-SOUTHWEST OF A LIGHT POLE, 73 1/2 FEET SOUTH-SOUTHEAST
 KZ0241'OF A TELEPHONE POLE, 91 FEET SOUTH OF R M 1, 87.9 FEET WEST OF
 KZ0241'R M 2, 20.9 FEET WEST-SOUTHWEST OF A STEEL WITNESS POST, ABOUT
 KZ0241'LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH
 KZ0241'WITH THE GROUND.
 KZ0241
 KZ0241                          STATION RECOVERY (1970)
 KZ0241
 KZ0241'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970
 KZ0241'ALL MARKS FOUND IN GOOD CONDITION.
 KZ0241
 KZ0241                          STATION RECOVERY (1970)
 KZ0241
 KZ0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KZ0241'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KZ0241'THE STATION WAS
 KZ0241'OCCUPIED TO SEE IF ANY ERROR COULD BE FOUND.
 KZ0241'THE DISTANCE AND DIRECTION TO THE
 KZ0241'REFERENCE MARKS CHECKED AS DID THE
 KZ0241'DIRECTION TO THE TOWER.  A NEW DESCRIPTION FOLLOWS-
 KZ0241'
 KZ0241'THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE ASHLAND
 KZ0241'COUNTY FAIR
 KZ0241'GROUNDS IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 KZ0241'BANEY RD. AND CLAREMONT AVE.,
 KZ0241'52 FEET NORTHWEST OF THE NORTHWEST
 KZ0241'CORNER OF A 10 BY 12 FOOT CONCRETE SLAB WITH A
 KZ0241'SMALL BUILDING UPON
 KZ0241'IT, 20 FEET WEST OF A METAL WITNESS POST AND A FLOOD LIGHT POLE,
 KZ0241'22 FEET EAST OF
 KZ0241'A FENCE, 40 FEET EAST OF THE CENTERLINE OF BANEY RD., 160
 KZ0241'A METAL WITNESS POST.  THE
 KZ0241'MONUMENT IS FLUSH AND THE DISK IS STAMPED
 KZ0241'FAIR 1959 (NOTE 1A 7A)
 KZ0241'
 KZ0241'REFERENCE MARK 1 IS 8 FEET EAST OF FENCE, 18 FEET NORTHEAST OF A
 KZ0241'TELEPHONE POLE AND
 KZ0241'23 FEET EAST OF THE CENTERLINE OF BANEY RD.  THE
 KZ0241'MONUMENT PROJECTS 4 INCHES AND THE
 KZ0241'DISK IS STAMPED FAIR NO 1 1959.
 KZ0241'
 KZ0241'REFERENCE MARK 2 IS 115 FEET NORTH OF THE CENTERLINE OF CLAREMONT
 KZ0241'AVE., 38 FEET
 KZ0241'NORTHEAST OF THE NORTHEAST CORNER OF THE SLAB, 43 FEET
 KZ0241'NORTH OF A POWER POLE AND 36
 KZ0241'FEET NORTHWEST OF THE NORTHWEST CORNER
 KZ0241'OF A SMALL TRANSMITTING SHED.  THE MONUMENT IS
 KZ0241'FLUSH AND THE DISK IS
 KZ0241'FAIR NO 2 1959.
 KZ0241'
 KZ0241'THE AZIMUTH MARK IS 33 FEET NORTHWEST OF THE CENTERLINE OF CLAREMONT
 KZ0241'AVE., 1 FOOT SOUTH
 KZ0241'OF A METAL WITNESS POST, 3 FEET NORTHEAST OF
 KZ0241'A POWER POLE, 43 FEET WEST OF A FIRE
 KZ0241'HYDRANT, 38 SOUTHWEST OF A 30
 KZ0241'INCH ASH TREE, 10 FEET EAST OF THE CENTERLINE OF PAVED
 KZ0241'WALK AND 0.15
 KZ0241'MILE NORTHEAST ALONG CLAREMONT AVE. FROM THE STATION.  THE MONUMENT
 KZ0241'IS 4 INCHES
 KZ0241'UNDERGROUND AND THE DISK IS STAMPED FAIR 1959.
 KZ0241'
 KZ0241'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KZ0241'
 KZ0241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2 MILES
 KZ0241'SOUTHWEST OF ASHLAND
 KZ0241
 KZ0241                          STATION RECOVERY (1973)
 KZ0241
 KZ0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KZ0241'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE
 KZ0241'MARK 2 WAS UNDER
 KZ0241'WATER AND COULD NOT BE USED AT THIS TIME.  THE DISTANCE
 KZ0241'AND DIRECTION TO REFERENCE MARK 1
 KZ0241'CHECKED.  THE DIRECTION TO THE TANK
 KZ0241'CHECKED BUT THE DIRECTION TO THE TOWER DID NOT CHECK
 KZ0241'AND ACCORDING TO A
 KZ0241'LOCAL ENGINEER THE TOWER HEIGHT HAS BEEN RAISED IN THE PAST YEAR.
 KZ0241'THE AZIMUTH MARK WAS
 KZ0241'IN THE WAY OF CONSTRUCTION AND WAS DESTROYED AFTER A
 KZ0241'NEW AZIMUTH MARK R.M. NO. 3 WAS
 KZ0241'SET.  THE 1970 RECOVERY NOTE IS GOOD
 KZ0241'WITH THE DELETION OF THE AZIMUTH MARK AND THE
 KZ0241'ADDITION OF REFERENCE
 KZ0241'MARK 3.
 KZ0241'
 KZ0241'REFERENCE MARK 3 IS 0.25 MILE NORTH ALONG BANEY ST. FROM THE
 KZ0241'STATION, 30 FEET
 KZ0241'EAST OF THE CENTERLINE OF BANEY ST., 15 FEET SOUTH
 KZ0241'OF THE CENTERLINE OF WEST ENTRANCE
 KZ0241'TO THE FAIRGROUNDS, 1 FOOT SOUTH OF
 KZ0241'A METAL WITNESS POST AND 3 FEET SOUTH OF THE SOUTH
 KZ0241'GATE POST.  THE MONUMENT
 KZ0241'PROJECTS 4 INCHES AND THE DISK IS STAMPED FAIR 1959 NO 3 1973.
 KZ0241'
 KZ0241'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KZ0241'
 KZ0241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT ASHLAND
 KZ0241
 KZ0241                          STATION RECOVERY (1984)
 KZ0241
 KZ0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KZ0241'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 KZ0241'CONDITION EXCEPT THAT REFERENCE MARK 2 IS NOW 0.4 METER (1.3 FT) BELOW
 KZ0241'GROUND LEVEL AS A RESULT OF CONSTRUCTION OF A NEARBY WATER TOWER.  ALL
 KZ0241'DIRECTIONS CHECKED EXCEPT FOR THE RADIO TOWER WHICH HAS BEEN CHANGED
 KZ0241'AND NO LONGER HAS LIGHTS ON IT.  THE DISTANCE TO RM 1 DID NOT CHECK
 KZ0241'AND WAS LONGER BY 0.019 METERS.  (0.062 FT) THE DISTANCE TO RM 2 DID
 KZ0241'NOT CHECK AND WAS SHORTER BY 0.016 METER. (0.052 FT) RM 4 WAS
 KZ0241'ESTABLISHED AND RM 3 (AZ MK) POSITIONED BY TRAVERSE AT THIS TIME.  A
 KZ0241'NEW DESCRIPTION FOLLOWS.
 KZ0241'THE STATION IS LOCATED IN THE CITY OF ASHLAND AT THE SOUTHWEST CORNER
 KZ0241'OF THE ASHLAND COUNTY FAIRGROUNDS, IN THE NORTHEAST ANGLE OF THE
 KZ0241'INTERSECTION OF CLAREMONT AVENUE AND BANEY ROAD.  TO REACH THE STATION
 KZ0241'FROM THE ASHLAND COUNTY FAIRGROUNDS PROCEED TO THE SOUTHWEST CORNER OF
 KZ0241'THE GROUNDS AT CLAREMONT AVENUE AND BANEY ROAD.
 KZ0241'THE STATION IS A STANDARD CGS DISK STAMPED,---FAIR 1959---, SET INTO
 KZ0241'THE TOP OF A SQUARE CONCRETE MONUMENT, FLUSH WITH GROUND.  THE STATION
 KZ0241'IS LOCATED 11.9 METERS (39.0 FT) EAST FROM THE CENTERLINE OF BANEY
 KZ0241'ROAD, 17.7 METERS (58.1 FT) WEST FROM THE DOOR AT THE WATER TOWER,
 KZ0241'16.2 METERS (53.1 FT) NORTHWEST FROM A FIRE HYDRANT, AND 4.6 METERS
 KZ0241'(15.1 FT) NORTH FROM THE CENTERLINE OF A GRAVEL DRIVE.
 KZ0241'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED---FAIR NO 1
 KZ0241'1959---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25
 KZ0241'CM) IN DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  THE
 KZ0241'STATION IS LOCATED 41.1 METERS (134.8 FT) NORTHWEST FROM A FIRE
 KZ0241'HYDRANT, 32.3 METERS (106.0 FT) NORTH FROM THE CENTERLINE OF A GRAVEL
 KZ0241'DRIVE, 7.3 METERS (24.0 FT) EAST FROM THE CENTERLINE OF BANEY ROAD,
 KZ0241'0.9 METERS (3.0 FT) SOUTH FROM A METAL WITNESS POST, 0.1 METERS (0.3
 KZ0241'FT) LOWER THAN THE STATION.
 KZ0241'REFERENCE MAK NO 2 IS A STANDARD CGS DISK STAMPED---FAIR NO 2 1959---,
 KZ0241'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25 CM) IN
 KZ0241'DIAMETER, RECESSED 16 INCHES (40 CM) BELOW THE GROUND.  THE STATION IS
 KZ0241'LOCATED 38.4 METERS (126.0 FT) EAST FROM THE CENTERLINE OF BANEY ROAD,
 KZ0241'35.4 METERS (116.1 FT) NORTH FROM THE CENTERLINE OF CLAREMONT AVENUE,
 KZ0241'6.7 METERS (22.0 FT) NORTHEAST FROM THE NEAR EDGE OF THE CONCRETE
 KZ0241'WATER TOWER FOUNDATION, AND 0.5 METERS (1.6 FT) LOWER THAN THE
 KZ0241'STATION.
 KZ0241'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--FAIR 1959 NO 4
 KZ0241'1984---, SET IN A DRILL HOLE IN THE WEST CORNER OF A 1.4 METER (4.6
 KZ0241'FT) SQUARE CONCRETE CATCH BASIN.  THE STATION IS LOCATED 4.6 METERS
 KZ0241'(15.1 FT) SOUTH FROM THE CENTERLINE OF A GRAVEL DRIVE, 3.14 METERS
 KZ0241'(10.30 FT) EAST FROM A FIRE HYDRANT, 1.5 METERS (4.9 FT) SOUTHWEST
 KZ0241'FROM THE NEAREST EDGE OF THE CONCRETE WATER TOWER BASE, AND 0.2 METERS
 KZ0241'(0.7 FT) HIGHER THAN THE STATION.
 KZ0241'AZIMUTH MARK NO 2 IS A STANDARD CGS REFERENCE MARK DISK STAMPED---FAIR
 KZ0241'1959 NO 3 1973---, SET INTO THE TOP OF A 25 CM (10 INCH) ROUND
 KZ0241'CONCRETE MONUMENT PROJECTING 10 CM (4 INCHES).  THE STATION IS LOCATED
 KZ0241'9.1 METERS (29.9 FT) EAST FROM THE CENTERLINE OF BANEY ROAD, 34.1
 KZ0241'METERS (111.9 FT) NORTH FROM THE JUNCTION OF BANEY ROAD AND A
 KZ0241'DRIVEWAY, 33.5 METERS (109.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER
 KZ0241'OF A BARN, 29.9 METERS (98.1 FT) NORTH FROM A 60 CM (24 INCH) OAK
 KZ0241'TREE.  TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON BANEY
 KZ0241'ROAD FOR 0.3 KM (0.20 MI) TO A DRIVEWAY ENTRANCE TO THE FAIRGROUNDS ON
 KZ0241'THE RIGHT AND THE MARK IN A GRASSY ISLAND IN THE MIDDLE OF THE
 KZ0241'DRIVEWAY.
 KZ0241
 KZ0241                          STATION RECOVERY (1987)
 KZ0241
 KZ0241'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3388 ***********************************************************************
 KY3388  DESIGNATION -  FAIR
 KY3388  PID         -  KY3388
 KY3388  STATE/COUNTY-  OH/STARK
 KY3388  USGS QUAD   -  CANTON WEST (1985)
 KY3388
 KY3388                         *CURRENT SURVEY CONTROL
 KY3388  ___________________________________________________________________
 KY3388* NAD 83(1995)-  40 48 04.77205(N)    081 24 27.41573(W)     ADJUSTED  
 KY3388* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 KY3388  ___________________________________________________________________
 KY3388  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 KY3388  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KY3388
 KY3388  HORZ ORDER  -  FIRST
 KY3388
 KY3388.The horizontal coordinates were established by classical geodetic methods
 KY3388.and adjusted by the National Geodetic Survey in April 1998..
 KY3388
 KY3388.The orthometric height was scaled from a topographic map.
 KY3388
 KY3388.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3388
 KY3388.The geoid height was determined by GEOID03.
 KY3388
 KY3388;                    North         East     Units Scale Factor Converg.
 KY3388;SPC OH N     -   126,576.408   692,176.365   MT  0.99994989   +0 43 03.5
 KY3388;UTM  17      - 4,516,782.618   465,616.141   MT  0.99961455   -0 15 58.9
 KY3388
 KY3388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3388!SPC OH N     -   0.99995238  x   0.99994989  =   0.99990227
 KY3388!UTM  17      -   0.99995238  x   0.99961455  =   0.99956694
 KY3388
 KY3388:                Primary Azimuth Mark                     Grid Az
 KY3388:SPC OH N     -  CANTON STARK CO INFIRMARY TK             037 27 17.1
 KY3388:UTM  17      -  CANTON STARK CO INFIRMARY TK             038 26 19.5
 KY3388
 KY3388|---------------------------------------------------------------------|
 KY3388| PID    Reference Object                     Distance      Geod. Az  |
 KY3388|                                                           dddmmss.s |
 KY3388| KY3384 CANTON STARK CO INFIRMARY TK        APPROX. 3.7 KM 0381020.6 |
 KY3388| KY3385 CANTON FIRST NATL BANK BLDG FP      APPROX. 2.8 KM 0970058.9 |
 KY3388| CC9872 FAIR RM 1                            23.589 METERS 22554     |
 KY3388| KY3387 CANTON MERIDIAN MARK                161.669 METERS 30813     |
 KY3388| CC9871 FAIR AZ MK                                         3300645.9 |
 KY3388| CC9873 FAIR RM 2                            47.771 METERS 33225     |
 KY3388|---------------------------------------------------------------------|
 KY3388
 KY3388                          SUPERSEDED SURVEY CONTROL
 KY3388
 KY3388  NAD 83(1986)-  40 48 04.78128(N)    081 24 27.42017(W) AD(       ) 1
 KY3388  NAD 27      -  40 48 04.57000(N)    081 24 27.99700(W) AD(       ) 1
 KY3388
 KY3388.Superseded values are not recommended for survey control.
 KY3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3388.See file dsdata.txt to determine how the superseded data were derived.
 KY3388
 KY3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6561616783(NAD 83)
 KY3388_MARKER: DB = BENCH MARK DISK
 KY3388_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KY3388_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3388
 KY3388  HISTORY     - Date     Condition        Report By
 KY3388  HISTORY     - 1944     MONUMENTED       CGS
 KY3388  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KY3388  HISTORY     - 19930422 GOOD             OHDT
 KY3388  HISTORY     - 20051105 GOOD             USPSQD
 KY3388
 KY3388                          STATION DESCRIPTION
 KY3388
 KY3388'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 KY3388'STATION IS LOCATED ON THE GROUNDS OF THE STARK COUNTY FAIRGROUNDS,
 KY3388'ABOUT 1.5 MILES W OF THE BUSINESS
 KY3388'SECTION OF CANTON, 130 FEET N OF THE SE CORNER
 KY3388'OF THE FAIRGROUNDS, ABOUT 160 FEET
 KY3388'S OF THE CARETAKERS HOUSE,
 KY3388'AND 14 FEET W OF THE E FAIRGROUNDS FENCE.  THE MARK
 KY3388'IS FLUSH WITH
 KY3388'THE GROUND AND THE DISK IS STAMPED FAIR 1944.
 KY3388'
 KY3388'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 KY3388'BRONZE DISKS SET
 KY3388'IN CONCRETE.
 KY3388'
 KY3388'REFERENCE MARK 1 IS 77.39 FEET SW OF THE STATION, 74 FEET N
 KY3388'OF THE S PROPERTY
 KY3388'FENCELINE OF THE FAIRGROUNDS, AND 68 FEET W OF
 KY3388'THE E PROPERTY FENCELINE OF THE
 KY3388'FAIRGROUNDS.  IT IS ABOUT 5 FEET
 KY3388'LOWER IN ELEVATION THAN THE STATION MARK.  IT IS
 KY3388'STAMPED FAIR
 KY3388'NO 1 1944 AND IS FLUSH WITH THE GROUND.
 KY3388'
 KY3388'REFERENCE MARK 2 IS 156.73 FEET (SLOPE DISTANCE) NW OF THE
 KY3388'STATION, IN THE SW
 KY3388'CORNER OF THE CARETAKERS YARD, AND 93 FEET W
 KY3388'OF THE E PROPERTY FENCELINE OF THE
 KY3388'FAIRGROUNDS.  IT IS ABOUT 8
 KY3388'FEET LOWER IN ELEVATION THAN THE STATION MARK AND IS
 KY3388'STAMPED
 KY3388'FAIR NO 2 1944.
 KY3388'
 KY3388'AZIMUTH MARK IS 124 FEET WNW OF THE OUTSIDE GUARDRAIL OF THE
 KY3388'RACE TRACK, 110
 KY3388'FEET S OF THE N PROPERTY FENCELINE OF THE FAIRGROUNDS,
 KY3388'99 FEET N OF THE NE CORNER OF A
 KY3388'CATTLE BARN BUILDING, AND
 KY3388'13 FEET N OF THE APPROXIMATE CENTER LINE OF A
 KY3388'CINDER ROAD.  IT IS
 KY3388'STAMPED FAIR 1944 AND IS FLUSH WITH THE GROUND.
 KY3388'
 KY3388'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 KY3388'FAIR TO U.S.G.S.
 KY3388'MERIDIAN MARK.  IT IS 161.677 METERS (530.43 FT.)
 KY3388'NW OF THE STATION.
 KY3388'
 KY3388'TO REACH THE STATION FROM THE INTERSECTION OF CLEVELAND AVENUE
 KY3388'AND TUSCARAWAS
 KY3388'STREET IN CANTON, GO W ON TUSCARAWAS STREET
 KY3388'FOR 1.5 MILES TO THE JUNCTION OF
 KY3388'WERTZ AVENUE NW, HERE TURN RIGHT
 KY3388'AND GO 1 BLOCK TO THE SE CORNER OF THE FAIRGROUNDS
 KY3388'AND THE
 KY3388'STATION.
 KY3388'
 KY3388'TO REACH AZIMUTH MARK FROM THE STATION, GO NNW AROUND THE
 KY3388'FAIRGROUNDS RACE
 KY3388'TRACK TO A LARGE CATTLE BARN AND AZIMUTH MARK.
 KY3388'
 KY3388'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KY3388
 KY3388                          STATION RECOVERY (1962)
 KY3388
 KY3388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
 KY3388'THE STATION, REFERENCE MARKS 1 AND 2, AND USGS MERIDIAN MARK WERE
 KY3388'RECOVERED IN GOOD
 KY3388'CONDITION.  NO TRACE COULD BE FOUND OF THE AZIMUTH MARK.
 KY3388
 KY3388                          STATION RECOVERY (1993)
 KY3388
 KY3388'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY3388'-----REPORT BY ODOT ---- YEAR 1993 -------- CONDITION - GOOD -----
 KY3388' 
 KY3388'NOTE**  CARETAKERS HOUSE HAS BEEN DESTROYED.  NEW MEASUREMENTS FOR
 KY3388'STATION FOLLOW -- 130 FT N FROM SOUTH FENCE LINE, 22.5 FT SOUTH OF
 KY3388'LIGHT POLE, 36.5 FT N FROM 24 INCH MAPLE, 34 FT EAST OF GRAVEL DRIVE,
 KY3388'19 FT WEST OF TELEPHONE POLE NO. 262, 33 FT WEST OF CENTERLINE OF
 KY3388'WERTZ ROAD.
 KY3388' 
 KY3388'REFERENCE MARK NO. 1 RECOVERED.
 KY3388' 
 KY3388'REFERENCE MARK NO. 2 NOT RECOVERED, AREA WAS EXCAVATED WHEN CARETAKERS
 KY3388'HOUSE WAS DESTROYED.
 KY3388' 
 KY3388'AZIMUTH MARK NOT RECOVERED, CINDER ROAD IS NO LONGER THERE AND
 KY3388'MEASUREMENTS DID NOT FIT THE DESCRIPTION. BELIEVED DESTROYED.
 KY3388
 KY3388                          STATION RECOVERY (2005)
 KY3388
 KY3388'RECOVERY NOTE BY US POWER SQUADRON 2005
 KY3388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3419 ***********************************************************************
 KY3419  DESIGNATION -  FAIR
 KY3419  PID         -  KY3419
 KY3419  STATE/COUNTY-  OH/BELMONT
 KY3419  USGS QUAD   -  FAIRVIEW (1994)
 KY3419
 KY3419                         *CURRENT SURVEY CONTROL
 KY3419  ___________________________________________________________________
 KY3419* NAD 83(1995)-  40 03 32.52086(N)    081 12 32.72784(W)     ADJUSTED  
 KY3419* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 KY3419  ___________________________________________________________________
 KY3419  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 KY3419  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY3419
 KY3419  HORZ ORDER  -  THIRD
 KY3419
 KY3419.The horizontal coordinates were established by classical geodetic methods
 KY3419.and adjusted by the National Geodetic Survey in April 1998..
 KY3419
 KY3419.The orthometric height was scaled from a topographic map.
 KY3419
 KY3419.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3419
 KY3419.The geoid height was determined by GEOID03.
 KY3419
 KY3419;                    North         East     Units Scale Factor Converg.
 KY3419;SPC OH S     -   229,374.995   710,137.525   MT  1.00000519   +0 49 08.8
 KY3419;UTM  17      - 4,434,330.342   482,167.422   MT  0.99960391   -0 08 04.4
 KY3419
 KY3419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3419!SPC OH S     -   0.99994181  x   1.00000519  =   0.99994700
 KY3419!UTM  17      -   0.99994181  x   0.99960391  =   0.99954574
 KY3419
 KY3419|---------------------------------------------------------------------|
 KY3419| PID    Reference Object                     Distance      Geod. Az  |
 KY3419|                                                           dddmmss.s |
 KY3419| CC9875 FAIR RM 1                            20.373 METERS 06635     |
 KY3419| CC9874 FAIR AZ MK                                         0801604.1 |
 KY3419| JX2078 BARNESVILLE RADIO KQB 773 MAST      APPROX. 8.7 KM 1922353.3 |
 KY3419| CC9876 FAIR RM 2                            17.324 METERS 30335     |
 KY3419|---------------------------------------------------------------------|
 KY3419
 KY3419                          SUPERSEDED SURVEY CONTROL
 KY3419
 KY3419  NAD 83(1986)-  40 03 32.52783(N)    081 12 32.73362(W) AD(       ) 3
 KY3419  NAD 27      -  40 03 32.27610(N)    081 12 33.33990(W) AD(       ) 3
 KY3419
 KY3419.Superseded values are not recommended for survey control.
 KY3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3419.See file dsdata.txt to determine how the superseded data were derived.
 KY3419
 KY3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME8216734330(NAD 83)
 KY3419_MARKER: DS = TRIANGULATION STATION DISK
 KY3419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3419_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3419
 KY3419  HISTORY     - Date     Condition        Report By
 KY3419  HISTORY     - 1963     MONUMENTED       CGS
 KY3419
 KY3419                          STATION DESCRIPTION
 KY3419
 KY3419'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3419'THE STATION IS ABOUT 2-3/4 MILES SOUTH OF SEWELLSVILLE, ABOUT 1/2
 KY3419'MILE EAST OF THE SMALL
 KY3419'VILLAGE OF FAIRVIEW, 0.15 MILE SOUTHWEST OF THE JUNCTION OF U.S.
 KY3419'HIGHWAY 40 AND STATE HIGHWAY 8, IN
 KY3419'SECTION 26, R 6 W, T 9 N., AND ON THE PROPERTY OF THE HANNA
 KY3419'COAL COMPANY.  IT IS 3 FEET NORTHEAST OF A
 KY3419'WITNESS POST, 18 FEET EAST OF AN 8 INCH WILD
 KY3419'CHERRY TREE AND ABOUT 250 FEET SOUTH OF THE CENTERLINE OF
 KY3419'U.S. HIGHWAY 40.  THE MONUMENT
 KY3419'PROJECTS 6 INCHES AND THE DISK IS STAMPED FAIR 1963.
 KY3419'
 KY3419'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 147 IN
 KY3419'BARNESVILLE, GO NORTH ON
 KY3419'HIGHWAY 8 FOR 5.7 MILES TO THE JUNCTION WITH U.S. HIGHWAY 40.  TURN
 KY3419'LEFT AND GO WEST ON U.S. HIGHWAY AND
 KY3419'STATE HIGHWAY 8 FOR 2.45 MILES TO A GRAVELED SIDE ROAD RIGHT AND
 KY3419'THE AZIMUTH ON THE RIGHT IN THE
 KY3419'NORTHEAST ANGLE OF THE INTERSECTION.  CONTINUE WEST ON
 KY3419'HIGHWAY 40 AND 8 FOR 0.25 MILE TO WHERE STATE
 KY3419'HIGHWAY 8 TURNS NORTH.  CONTINUE WEST ON
 KY3419'U.S. HIGHWAY 40 FOR 0.3 MILE TO A DIM TRACK ROAD ON THE LEFT AT
 KY3419'THE EAST END OF A HIGHWAY
 KY3419'GUARD RAIL.  TURN SHARP LEFT AND GO NORTHEAST AND EAST UP HILL ALONG
 KY3419'THE SOUTH SIDE OF U.S. HIGHWAY 40
 KY3419'FOR 0.25 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 KY3419'
 KY3419'REFERENCE MARK 1 IS 53 FEET NORTHWEST OF AN 8 INCH WILD CHERRY TREE
 KY3419'AND 69 FEET NORTHEAST OF THE
 KY3419'WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED
 KY3419'FAIR NO 1 1963.
 KY3419'
 KY3419'REFERENCE MARK 2 IS 39 FEET NORTHWEST OF AN 8 INCH WILD CHERRY TREE
 KY3419'AND 57 FEET NORTHWEST OF THE
 KY3419'WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED
 KY3419'FAIR NO 2 1963.
 KY3419'
 KY3419'THE AZIMUTH MARK IS 5 FEET SOUTHWEST OF A WITNESS POST, 7 FEET
 KY3419'SOUTHWEST OF A TELEPHONE
 KY3419'POLE, 43 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 59 FEET
 KY3419'NORTH OF THE CENTERLINE OF U.S.
 KY3419'HIGHWAY 40 AND STATE HIGHWAY 8.  THE MONUMENT IS FLUSH AND
 KY3419'THE DISK IS STAMPED FAIR 1963.
 KY3419'
 KY3419'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0240 ***********************************************************************
 KZ0240  DESIGNATION -  FAIR RM 1
 KZ0240  PID         -  KZ0240
 KZ0240  STATE/COUNTY-  OH/ASHLAND
 KZ0240  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ0240
 KZ0240                         *CURRENT SURVEY CONTROL
 KZ0240  ___________________________________________________________________
 KZ0240* NAD 83(1986)-  40 50 51.     (N)    082 20 56.     (W)     SCALED    
 KZ0240* NAVD 88     -       388.306  (meters)    1273.97   (feet)  ADJUSTED  
 KZ0240  ___________________________________________________________________
 KZ0240  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KZ0240  DYNAMIC HT  -         388.127 (meters)    1273.38  (feet)  COMP
 KZ0240  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 KZ0240
 KZ0240  VERT ORDER  -  SECOND    CLASS 0
 KZ0240
 KZ0240.The horizontal coordinates were scaled from a topographic map and have
 KZ0240.an estimated accuracy of +/- 6 seconds.
 KZ0240
 KZ0240.The orthometric height was determined by differential leveling
 KZ0240.and adjusted by the National Geodetic Survey in June 1991..
 KZ0240
 KZ0240.The geoid height was determined by GEOID03.
 KZ0240
 KZ0240.The dynamic height is computed by dividing the NAVD 88
 KZ0240.geopotential number by the normal gravity value computed on the
 KZ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0240.degrees latitude (g = 980.6199 gals.).
 KZ0240
 KZ0240.The modeled gravity was interpolated from observed gravity values.
 KZ0240
 KZ0240;                    North         East    Units  Estimated Accuracy
 KZ0240;SPC OH N     -   131,140.      612,740.      MT  (+/- 180 meters Scaled)
 KZ0240
 KZ0240                          SUPERSEDED SURVEY CONTROL
 KZ0240
 KZ0240  NGVD 29 (??/??/92)  388.479  (m)         1274.53   (f) ADJ UNCH    2 0
 KZ0240
 KZ0240.Superseded values are not recommended for survey control.
 KZ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0240.See file dsdata.txt to determine how the superseded data were derived.
 KZ0240
 KZ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF862227(NAD 83)
 KZ0240_MARKER: DR = REFERENCE MARK DISK
 KZ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0240_STAMPING: FAIR NO 1 1959
 KZ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0240+STABILITY: SURFACE MOTION
 KZ0240
 KZ0240  HISTORY     - Date     Condition        Report By
 KZ0240  HISTORY     - 1959     MONUMENTED       CGS
 KZ0240  HISTORY     - 1987     GOOD             OHDT
 KZ0240
 KZ0240                          STATION DESCRIPTION
 KZ0240
 KZ0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0240'2.2 MI SW FROM ASHLAND.
 KZ0240'ABOUT 2.2 MILES SOUTHWEST ALONG CLAREMOUNT AVENUE FROM ASHLAND
 KZ0240'POST OFFICE, AT THE INTERSECTION OF BANEY ROAD, 24 1/2 FEET
 KZ0240'EAST OF THE CENTER LINE OF BANEY ROAD, 8 1/2 FEET EAST OF FENCE
 KZ0240'LINE, 18 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT EAST OF BEING
 KZ0240'IN LINE WITH POLES, 129 FEET NORTHWEST OF R M 2, 91 FEET NORTH OF
 KZ0240'FAIR DESCRIBED, ABOUT LEVEL WITH BANEY ROAD, AND SET IN TOP OF
 KZ0240'A CONCRETE POST PROJECTING 1 INCH.
 KZ0240
 KZ0240                          STATION RECOVERY (1987)
 KZ0240
 KZ0240'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0239 ***********************************************************************
 KZ0239  DESIGNATION -  FAIR RM 2
 KZ0239  PID         -  KZ0239
 KZ0239  STATE/COUNTY-  OH/ASHLAND
 KZ0239  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ0239
 KZ0239                         *CURRENT SURVEY CONTROL
 KZ0239  ___________________________________________________________________
 KZ0239* NAD 83(1986)-  40 50 51.     (N)    082 20 56.     (W)     SCALED    
 KZ0239* NAVD 88     -       387.973  (meters)    1272.87   (feet)  ADJUSTED  
 KZ0239  ___________________________________________________________________
 KZ0239  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KZ0239  DYNAMIC HT  -         387.794 (meters)    1272.29  (feet)  COMP
 KZ0239  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 KZ0239
 KZ0239  VERT ORDER  -  SECOND    CLASS 0
 KZ0239
 KZ0239.The horizontal coordinates were scaled from a topographic map and have
 KZ0239.an estimated accuracy of +/- 6 seconds.
 KZ0239
 KZ0239.The orthometric height was determined by differential leveling
 KZ0239.and adjusted by the National Geodetic Survey in June 1991..
 KZ0239
 KZ0239.The geoid height was determined by GEOID03.
 KZ0239
 KZ0239.The dynamic height is computed by dividing the NAVD 88
 KZ0239.geopotential number by the normal gravity value computed on the
 KZ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0239.degrees latitude (g = 980.6199 gals.).
 KZ0239
 KZ0239.The modeled gravity was interpolated from observed gravity values.
 KZ0239
 KZ0239;                    North         East    Units  Estimated Accuracy
 KZ0239;SPC OH N     -   131,140.      612,740.      MT  (+/- 180 meters Scaled)
 KZ0239
 KZ0239                          SUPERSEDED SURVEY CONTROL
 KZ0239
 KZ0239  NGVD 29 (??/??/92)  388.146  (m)         1273.44   (f) ADJ UNCH    2 0
 KZ0239
 KZ0239.Superseded values are not recommended for survey control.
 KZ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0239.See file dsdata.txt to determine how the superseded data were derived.
 KZ0239
 KZ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF862227(NAD 83)
 KZ0239_MARKER: DR = REFERENCE MARK DISK
 KZ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0239_STAMPING: FAIR NO 2 1959
 KZ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0239+STABILITY: SURFACE MOTION
 KZ0239
 KZ0239  HISTORY     - Date     Condition        Report By
 KZ0239  HISTORY     - 1959     MONUMENTED       CGS
 KZ0239  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KZ0239
 KZ0239                          STATION DESCRIPTION
 KZ0239
 KZ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0239'2.2 MI SW FROM ASHLAND.
 KZ0239'ABOUT 2.2 MILES SOUTHWEST ALONG CLAREMOUNT AVENUE FROM ASHLAND
 KZ0239'POST OFFICE, 129 FEET SOUTHEAST OF R M 1, 87.9 FEET EAST OF
 KZ0239'FAIR DESCRIBED, 37 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN
 KZ0239'ABANDONED 12-BY 12-FOOT CONCRETE FLOOR, 85 1/2 FEET NORTHWEST
 KZ0239'OF A POWER LINE POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KZ0239'STATION, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 KZ0239'GROUND.
 KZ0239
 KZ0239                          STATION RECOVERY (1987)
 KZ0239
 KZ0239'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2396 ***********************************************************************
 KZ2396  DESIGNATION -  FAIR RM 4
 KZ2396  PID         -  KZ2396
 KZ2396  STATE/COUNTY-  OH/ASHLAND
 KZ2396  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ2396
 KZ2396                         *CURRENT SURVEY CONTROL
 KZ2396  ___________________________________________________________________
 KZ2396* NAD 83(1986)-  40 50 51.     (N)    082 20 56.     (W)     SCALED    
 KZ2396* NAVD 88     -       388.60   (meters)    1274.9    (feet)  RESET     
 KZ2396  ___________________________________________________________________
 KZ2396  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KZ2396
 KZ2396  VERT ORDER  -  THIRD
 KZ2396
 KZ2396.The horizontal coordinates were scaled from a topographic map and have
 KZ2396.an estimated accuracy of +/- 6 seconds.
 KZ2396
 KZ2396.The orthometric height was computed from unverified reset data.
 KZ2396.No vertical observational check was made to the station.
 KZ2396
 KZ2396.The geoid height was determined by GEOID03.
 KZ2396
 KZ2396;                    North         East    Units  Estimated Accuracy
 KZ2396;SPC OH N     -   131,140.      612,740.      MT  (+/- 180 meters Scaled)
 KZ2396
 KZ2396                          SUPERSEDED SURVEY CONTROL
 KZ2396
 KZ2396  NGVD 29 (10/13/05)  388.77   (m)         1275.5    (f) RESET       3  
 KZ2396
 KZ2396.Superseded values are not recommended for survey control.
 KZ2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2396.See file dsdata.txt to determine how the superseded data were derived.
 KZ2396
 KZ2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF862227(NAD 83)
 KZ2396_MARKER: DR = REFERENCE MARK DISK
 KZ2396_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KZ2396_SP_SET: CATCH BASIN
 KZ2396_STAMPING: FAIR 1953 NO 4 1984
 KZ2396_MARK LOGO: NGS   
 KZ2396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2396
 KZ2396  HISTORY     - Date     Condition        Report By
 KZ2396  HISTORY     - 1984     MONUMENTED       NGS
 KZ2396
 KZ2396                          STATION DESCRIPTION
 KZ2396
 KZ2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KZ2396'IN ASHLAND.
 KZ2396'AT THE SOUTHWEST CORNER OF THE ASHLAND COUNTY FAIRGROUNDS IN THE
 KZ2396'NORTHEAST ANGLE OF THE INTERSECTION OF CLAREMONT AVENUE AND BANEY
 KZ2396'ROAD, 30 M (98.4 FT) EAST OF THE CENTERLINE OF BANEY ROAD, 1.5 M
 KZ2396'(4.9 FT) SOUTHWEST OF THE NEAREST EDGE OF THE CONCRETE FOUNDATION OF
 KZ2396'THE WATER TOWER, IN THE WEST CORNER OF A 1.4 M (4.6 FT) SQUARE
 KZ2396'CONCRETE CATCH BASIN FOR THE WATER TOWER OVERFLOW.
 KZ2396'THE MARK IS 3.14 METERS  E FROM  A FIRE HYDRANT
 KZ2396'THE MARK IS 0.1 M ABOVE WATER TOWER BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3248 ***********************************************************************
 KY3248  DESIGNATION -  FAIRFIELD
 KY3248  PID         -  KY3248
 KY3248  STATE/COUNTY-  OH/COLUMBIANA
 KY3248  USGS QUAD   -  ELKTON (1994)
 KY3248
 KY3248                         *CURRENT SURVEY CONTROL
 KY3248  ___________________________________________________________________
 KY3248* NAD 83(1995)-  40 49 47.48841(N)    080 38 13.32839(W)     ADJUSTED  
 KY3248* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 KY3248  ___________________________________________________________________
 KY3248  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 KY3248  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KY3248
 KY3248  HORZ ORDER  -  SECOND
 KY3248
 KY3248.The horizontal coordinates were established by classical geodetic methods
 KY3248.and adjusted by the National Geodetic Survey in April 1998..
 KY3248
 KY3248.The orthometric height was scaled from a topographic map.
 KY3248
 KY3248.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3248
 KY3248.The geoid height was determined by GEOID03.
 KY3248
 KY3248;                    North         East     Units Scale Factor Converg.
 KY3248;SPC OH N     -   130,845.687   757,123.049   MT  0.99994771   +1 13 26.0
 KY3248;SPC PA S     -   170,149.971   356,523.089   MT  0.99998136   -1 52 23.1
 KY3248;SPC PA S     -   558,233.70  1,169,692.83   sFT  0.99998136   -1 52 23.1
 KY3248;UTM  17      - 4,519,933.333   530,604.249   MT  0.99961153   +0 14 14.3
 KY3248
 KY3248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3248!SPC OH N     -   0.99994389  x   0.99994771  =   0.99989160
 KY3248!SPC PA S     -   0.99994389  x   0.99998136  =   0.99992525
 KY3248!UTM  17      -   0.99994389  x   0.99961153  =   0.99955544
 KY3248
 KY3248|---------------------------------------------------------------------|
 KY3248| PID    Reference Object                     Distance      Geod. Az  |
 KY3248|                                                           dddmmss.s |
 KY3248| CX4470 FAIRFIELD RM 2                       25.075 METERS 10425     |
 KY3248| CX4468 FAIRFIELD AZ MK                                    1531348.7 |
 KY3248| CX4469 FAIRFIELD RM 1                       23.751 METERS 34933     |
 KY3248|---------------------------------------------------------------------|
 KY3248
 KY3248                          SUPERSEDED SURVEY CONTROL
 KY3248
 KY3248  NAD 83(1986)-  40 49 47.49403(N)    080 38 13.33368(W) AD(       ) 2
 KY3248  NAD 27      -  40 49 47.27300(N)    080 38 14.07000(W) AD(       ) 2
 KY3248
 KY3248.Superseded values are not recommended for survey control.
 KY3248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3248.See file dsdata.txt to determine how the superseded data were derived.
 KY3248
 KY3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3060419933(NAD 83)
 KY3248_MARKER: DS = TRIANGULATION STATION DISK
 KY3248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3248
 KY3248  HISTORY     - Date     Condition        Report By
 KY3248  HISTORY     - 1949     MONUMENTED       CGS
 KY3248
 KY3248                          STATION DESCRIPTION
 KY3248
 KY3248'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (PLB)
 KY3248'THE STATION IS LOCATED ABOUT 3/4 MILE NORTH OF THE VILLAGE OF EAST
 KY3248'FAIRFIELD, 5 MILES SOUTHWEST OF COLUMBIANA, 3.7 MILES SOUTH OF THE
 KY3248'COLUMBIANA-MAHONING COUNTY LINE AND 0.15 MILE EAST OF STATE ROUTE
 KY3248'NO 7.  IT IS IN THE MOST SOUTHERN ROW OF TREES IN AN APPLE ORCHARD
 KY3248'AND 10 FEET NORTH OF A TRACK ROAD BORDERING THE ORCHARD ON THE
 KY3248'SOUTH.  THE MARK PROJECTS 10 INCHES ABOVE THE SURFACE AND IS
 KY3248'STAMPED FAIRFIELD 1949.
 KY3248'
 KY3248'REFERENCE MARK NO. 1 IS IN THE APPARENT 3RD ROW OF APPLE TREES
 KY3248'(THE ORCHARD HAS BEEN BADLY NEGLETED, SUGGESTING ABANDONMENT) AND
 KY3248'NEARLY DUE EAST OF THE SOUTHEAST CORNER OF A HOUSE.  THE
 KY3248'MARK IS 2-1/2 FEET BELOW THE STATION ELEVATION AND IS STAMPED
 KY3248'FAIRFIELD 1949 NO. 1
 KY3248'
 KY3248'REFERENCE MARK NO. 2 IS 14 FEET NORTH OF THE NORTHERN EDGE OF A
 KY3248'CULTIVATED FIELD AND 7 FEET SOUTH OF THE CENTERLINE OF A DIM TRACK
 KY3248'ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED FAIRFIELD 1949 NO
 KY3248'2.
 KY3248'
 KY3248'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE POST
 KY3248'PROJECTING 6 INCHES ABOVE THE SURFACE, 70 PACES WEST OF A GRAVELED
 KY3248'T-INTERSECTION LEFT, 80 FEET NORTH OF THE NORTHWEST CORNER OF A
 KY3248'BARN ACROSS THE HIGHWAY, 30 FEET NORTH OF THE CENTERLINE OF STATE
 KY3248'ROUTE NO 558 AND 16 FEET WEST OF TELEPHONE POLE NO 63. THE MARK IS
 KY3248'ABOUT 5 FEET ABOVE THE HIGHWAY ELEVATION AND IS STAMPED FAIRFIELD
 KY3248'1949.
 KY3248'
 KY3248'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES NO 7
 KY3248'AND 558 IN EAST FAIRFIELD, GO NORTH ON ROUTE NO 7 FOR 0.65 MILE TO
 KY3248'A DRIVEWAY LEADING RIGHT AND PAST TWO HOUSES, TURN RIGHT AND GO
 KY3248'0.15 MILE TO THE STATION SITE ON THE LEFT.
 KY3248'
 KY3248'TO REACH THE AZIMUTH MARK FROM EAST FAIRFIELD, GO EAST ON ROUTE NO
 KY3248'558 FOR 0.25 MILE TO THE MARK ON THE LEFT AND OPPOSITE A BIG
 KY3248'WOODEN BARN.
 KY3248'
 KY3248'A 4 BY 4 WITNESS POST, PAINTED WHITE, IS LOCATED 2.4 FEET EAST OF
 KY3248'THE STATION.  A 4 BY 4 WITNESS POST, PAINTED WHITE IS LOCATED 2.1
 KY3248'FEET NORTHEAST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1179 ***********************************************************************
 MC1179  DESIGNATION -  FAIRFIELD
 MC1179  PID         -  MC1179
 MC1179  STATE/COUNTY-  OH/HURON
 MC1179  USGS QUAD   -  GREENWICH (1977)
 MC1179
 MC1179                         *CURRENT SURVEY CONTROL
 MC1179  ___________________________________________________________________
 MC1179* NAD 83(1995)-  41 06 15.04569(N)    082 33 40.40486(W)     ADJUSTED  
 MC1179* NAVD 88     -       307.96   (+/-2cm)    1010.4    (feet)  VERTCON   
 MC1179  ___________________________________________________________________
 MC1179  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 MC1179  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 MC1179
 MC1179  HORZ ORDER  -  SECOND
 MC1179  VERT ORDER  -  THIRD ? (See Below)
 MC1179
 MC1179.The horizontal coordinates were established by classical geodetic methods
 MC1179.and adjusted by the National Geodetic Survey in April 1998..
 MC1179
 MC1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1179.The vertical order pertains to the NGVD 29 superseded value.
 MC1179
 MC1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1179
 MC1179.The geoid height was determined by GEOID03.
 MC1179
 MC1179;                    North         East     Units Scale Factor Converg.
 MC1179;SPC OH N     -   159,631.821   594,857.375   MT  0.99993934   -0 02 24.8
 MC1179;UTM  17      - 4,551,496.451   368,903.434   MT  0.99981152   -1 01 35.5
 MC1179
 MC1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1179!SPC OH N     -   0.99995710  x   0.99993934  =   0.99989645
 MC1179!UTM  17      -   0.99995710  x   0.99981152  =   0.99976863
 MC1179
 MC1179|---------------------------------------------------------------------|
 MC1179| PID    Reference Object                     Distance      Geod. Az  |
 MC1179|                                                           dddmmss.s |
 MC1179| CE6041 FAIRFIELD RM 1                       25.844 METERS 13357     |
 MC1179| CE6040 FAIRFIELD AZ MK                                    1975538.4 |
 MC1179| MC1180 N FAIRFIELD ATT TOWER KQF 51        267.130 METERS 20824     |
 MC1179| CE6042 FAIRFIELD RM 2                       25.549 METERS 22252     |
 MC1179|---------------------------------------------------------------------|
 MC1179
 MC1179                          SUPERSEDED SURVEY CONTROL
 MC1179
 MC1179  NAD 83(1986)-  41 06 15.05180(N)    082 33 40.41665(W) AD(       ) 2
 MC1179  NAD 27      -  41 06 14.85780(N)    082 33 40.78866(W) AD(       ) 2
 MC1179  NGVD 29 (07/19/86)  308.13   (m)         1010.9    (f) LEVELING    3  
 MC1179
 MC1179.Superseded values are not recommended for survey control.
 MC1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1179.See file dsdata.txt to determine how the superseded data were derived.
 MC1179
 MC1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF6890351496(NAD 83)
 MC1179_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1179
 MC1179  HISTORY     - Date     Condition        Report By
 MC1179  HISTORY     - 1956     MONUMENTED       CGS
 MC1179
 MC1179                          STATION DESCRIPTION
 MC1179
 MC1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1179'STATION IS LOCATED ABOUT 5-3/4 MILES NORTH NORTHWEST OF GREENWICH AND
 MC1179'2-1/2 MILES EAST OF NORTH FAIRFIELD
 MC1179'ALONG STATE ROUTE 162.  STATION IS 32 FEET NORTH OF THE APPROXIMATE
 MC1179'CENTERLINE OF HIGHWAY, 22 FEET EAST
 MC1179'OF THE CENTER OF WINDMILL AND 13 FEET SOUTH OF THE
 MC1179'SOUTHEAST CORNER OF SHED.  THE MARK IS FLUSH WITH THE
 MC1179'GROUND AND THE DISK IS STAMPED
 MC1179'FAIRFIELD 1956.
 MC1179'
 MC1179'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 MC1179'OF HIGHWAY AND 1.5 FEET NORTH
 MC1179'OF FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 MC1179'FAIRFIELD NO 1 1956.
 MC1179'
 MC1179'REFERENCE MARK NO. 2 IS 26 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 MC1179'OF HIGHWAY AND 1 FOOT NORTH OF
 MC1179'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MC1179'FAIRFIELD NO 2 1956.
 MC1179'
 MC1179'AZIMUTH MARK IS 18 FEET EAST OF THE APPROXIMATE CENTER OF GRAVEL
 MC1179'ROAD, 2 FEET NORTH OF WITNESS
 MC1179'POST AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND
 MC1179'THE DISK IS STAMPED FAIRFIELD 1956.
 MC1179'
 MC1179'TO REACH STATION FROM THE BANK BUILDING IN NORTH FAIRFIELD GO EAST ON
 MC1179'STATE ROUTE 162 FOR 2.6 MILES
 MC1179'TO BARN AND STATION ON THE LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
 MC1179'TO REACH AZIMUTH MARK FROM STATION
 MC1179'GO WEST ON HGIHWAY FOR 0.15 MILE TO CROSSROADS.
 MC1179'TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.35 MILE
 MC1179'TO AZIMUTH MARK ON LEFT OR EAST
 MC1179'SIDE OF ROAD AS DESCRIBED.
 MC1179'
 MC1179'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1564 ***********************************************************************
 JY1564  DESIGNATION -  FAIRFIELD
 JY1564  PID         -  JY1564
 JY1564  STATE/COUNTY-  OH/FAIRFIELD
 JY1564  USGS QUAD   -  CARROLL (1994)
 JY1564
 JY1564                         *CURRENT SURVEY CONTROL
 JY1564  ___________________________________________________________________
 JY1564* NAD 83(1995)-  39 45 22.08671(N)    082 39 41.39222(W)     ADJUSTED  
 JY1564* NAVD 88     -       258.3    (meters)     847.     (feet)  VERTCON   
 JY1564  ___________________________________________________________________
 JY1564  X           -     627,190.535 (meters)                     COMP
 JY1564  Y           -  -4,870,019.930 (meters)                     COMP
 JY1564  Z           -   4,057,349.969 (meters)                     COMP
 JY1564  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 JY1564  ELLIP HEIGHT-         224.32  (meters)          (04/01/98) GPS OBS
 JY1564  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY1564
 JY1564  HORZ ORDER  -  THIRD
 JY1564  ELLP ORDER  -  FOURTH    CLASS I
 JY1564
 JY1564.This mark is at Fairfield County Airport (I15)
 JY1564
 JY1564.The horizontal coordinates were established by GPS observations
 JY1564.and adjusted by the National Geodetic Survey in April 1998..
 JY1564
 JY1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1564
 JY1564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1564
 JY1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1564
 JY1564.The ellipsoidal height was determined by GPS observations
 JY1564.and is referenced to NAD 83.
 JY1564
 JY1564.The geoid height was determined by GEOID03.
 JY1564
 JY1564;                    North         East     Units Scale Factor Converg.
 JY1564;SPC OH S     -   194,969.132   586,160.747   MT  0.99995691   -0 06 08.9
 JY1564;UTM  17      - 4,402,011.174   357,668.140   MT  0.99984941   -1 03 45.9
 JY1564
 JY1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1564!SPC OH S     -   0.99996481  x   0.99995691  =   0.99992172
 JY1564!UTM  17      -   0.99996481  x   0.99984941  =   0.99981422
 JY1564
 JY1564:                Primary Azimuth Mark                     Grid Az
 JY1564:SPC OH S     -  FAIRFIELD AZ MK                          092 10 56.8
 JY1564:UTM  17      -  FAIRFIELD AZ MK                          093 08 33.8
 JY1564
 JY1564|---------------------------------------------------------------------|
 JY1564| PID    Reference Object                     Distance      Geod. Az  |
 JY1564|                                                           dddmmss.s |
 JY1564| JY1567 FAIRFIELD AZ MK                     APPROX. 0.7 KM 0920447.9 |
 JY1564|---------------------------------------------------------------------|
 JY1564
 JY1564                          SUPERSEDED SURVEY CONTROL
 JY1564
 JY1564  NAD 83(1986)-  39 45 22.09242(N)    082 39 41.39745(W) AD(       ) 3
 JY1564  NAD 27      -  39 45 21.86520(N)    082 39 41.80633(W) AD(       ) 3
 JY1564  NGVD 29 (02/23/89)  258.5    (m)          848.     (f) GPS OBS        
 JY1564
 JY1564.Superseded values are not recommended for survey control.
 JY1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1564.See file dsdata.txt to determine how the superseded data were derived.
 JY1564
 JY1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE5766802011(NAD 83)
 JY1564_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1564_SP_SET: CONCRETE POST
 JY1564_STAMPING: FAIRFIELD 1986
 JY1564_MARK LOGO: NGS   
 JY1564_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1564+STABILITY: SURFACE MOTION
 JY1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1564+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1987
 JY1564
 JY1564  HISTORY     - Date     Condition        Report By
 JY1564  HISTORY     - 1986     MONUMENTED       NGS
 JY1564  HISTORY     - 19870615 GOOD             NGS
 JY1564  HISTORY     - 19870824 GOOD
 JY1564
 JY1564                          STATION DESCRIPTION
 JY1564
 JY1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JY1564'THE STATION IS LOCATED ABOUT 24 MILES SOUTHWEST OF COLUMBUS, 4 MILES
 JY1564'NORTHWEST OF LANCASTER AND ON THE LANCASTER AIRPORT.  IT IS ON THE
 JY1564'NORTH SIDE OF THE RUNWAY AT THE WEST END OF THE TAXIWAY.
 JY1564'THE STATION MARKS ARE STANDARD DISKS STAMPED ---FAIRFIELD 1986---.
 JY1564'THE SURFACE MARK IS SET IN A 28 CM (11 INCH) DIAMETER CONCRETE POST
 JY1564'PROJECTION 3 CM (1 INCH).  IT IS 17.2 METERS (56.3 FEET) NORTH OF THE
 JY1564'NORTH EDGE OF THE RUNWAY, 17.4 METERS (57 FEET) SOUTH OF THE EXTENDED
 JY1564'CENTERLINE OF THE TAXIWAY, 2.92 METERS (42.4 FEET) SOUTHEAST OF A
 JY1564'WIND TEE, AND 0.8 METERS (2.6 FEET) SOUTH OF A FIBERGLASS WITNESS
 JY1564'POST.  THE UNDERGROUND MARK IS 76 CM (30 INCHES) BELOW GROUND LEVEL.
 JY1564'TYPED BY JAMES MALONEY 9/05/87.
 JY1564
 JY1564                          STATION RECOVERY (1987)
 JY1564
 JY1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JY1564'THE STATION IS LOCATED APPROXIMATELY ACROSS RUNWAY 10-28 FROM THE
 JY1564'TERMINAL BUILDING, 57 FT (17.4 M) SOUTH OF EXTENDED CL OF CLOSED
 JY1564'TAXIWAY NORTH RUNWAY, 56.3 FT (17.2 M) NORTH OF EDGE OF RUNWAY, 42.4
 JY1564'FT (12.9 M) SOUTHEAST OF WIND TEE AND 2.6 FT (0.8 M) SOUTH OF
 JY1564'FIBERGLASS WITNESS POST.  THE STATION IS A NGS DISK STAMPED FAIRFIELD
 JY1564'1986 SET IN TOP OF A ROUND CONCRETE MONUMENT PROJECTING 1 INCH ABOVE
 JY1564'SURFACE OF GROUND.  THERE IS A SUBSURFACE MARK 30 INCH BELOW THE
 JY1564'GROUND.
 JY1564
 JY1564                          STATION RECOVERY (1987)
 JY1564
 JY1564'RECOVERED 1987
 JY1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1567 ***********************************************************************
 JY1567  DESIGNATION -  FAIRFIELD AZ MK
 JY1567  PID         -  JY1567
 JY1567  STATE/COUNTY-  OH/FAIRFIELD
 JY1567  USGS QUAD   -  CARROLL (1994)
 JY1567
 JY1567                         *CURRENT SURVEY CONTROL
 JY1567  ___________________________________________________________________
 JY1567* NAD 83(1995)-  39 45 21.27946(N)    082 39 12.63009(W)     ADJUSTED  
 JY1567* NAVD 88     -       261.9    (meters)     859.     (feet)  VERTCON   
 JY1567  ___________________________________________________________________
 JY1567  X           -     627,872.009 (meters)                     COMP
 JY1567  Y           -  -4,869,950.970 (meters)                     COMP
 JY1567  Z           -   4,057,333.137 (meters)                     COMP
 JY1567  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 JY1567  ELLIP HEIGHT-         227.93  (meters)          (04/01/98) GPS OBS
 JY1567  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JY1567
 JY1567  HORZ ORDER  -  THIRD
 JY1567  ELLP ORDER  -  FOURTH    CLASS I
 JY1567
 JY1567.This mark is at Fairfield County Airport (I15)
 JY1567
 JY1567.The horizontal coordinates were established by GPS observations
 JY1567.and adjusted by the National Geodetic Survey in April 1998..
 JY1567
 JY1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1567
 JY1567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1567
 JY1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1567
 JY1567.The ellipsoidal height was determined by GPS observations
 JY1567.and is referenced to NAD 83.
 JY1567
 JY1567.The geoid height was determined by GEOID03.
 JY1567
 JY1567;                    North         East     Units Scale Factor Converg.
 JY1567;SPC OH S     -   194,943.042   586,845.347   MT  0.99995689   -0 05 50.7
 JY1567;UTM  17      - 4,401,973.618   358,352.132   MT  0.99984702   -1 03 27.4
 JY1567
 JY1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1567!SPC OH S     -   0.99996424  x   0.99995689  =   0.99992113
 JY1567!UTM  17      -   0.99996424  x   0.99984702  =   0.99981127
 JY1567
 JY1567:                Primary Azimuth Mark                     Grid Az
 JY1567:SPC OH S     -  FAIRFIELD                                272 10 57.0
 JY1567:UTM  17      -  FAIRFIELD                                273 08 33.7
 JY1567
 JY1567|---------------------------------------------------------------------|
 JY1567| PID    Reference Object                     Distance      Geod. Az  |
 JY1567|                                                           dddmmss.s |
 JY1567| JY1564 FAIRFIELD                           APPROX. 0.7 KM 2720506.3 |
 JY1567|---------------------------------------------------------------------|
 JY1567
 JY1567                          SUPERSEDED SURVEY CONTROL
 JY1567
 JY1567  NAD 83(1986)-  39 45 21.28523(N)    082 39 12.63532(W) AD(       ) 3
 JY1567  NAD 27      -  39 45 21.05781(N)    082 39 13.04529(W) AD(       ) 3
 JY1567  NGVD 29 (02/23/89)  262.1    (m)          860.     (f) GPS OBS        
 JY1567
 JY1567.Superseded values are not recommended for survey control.
 JY1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1567.See file dsdata.txt to determine how the superseded data were derived.
 JY1567
 JY1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE5835201974(NAD 83)
 JY1567_MARKER: DZ = AZIMUTH MARK DISK
 JY1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1567_SP_SET: CONCRETE POST
 JY1567_STAMPING: FAIRFIELD 1986
 JY1567_MARK LOGO: NGS   
 JY1567_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1567+STABILITY: SURFACE MOTION
 JY1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1567+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1987
 JY1567
 JY1567  HISTORY     - Date     Condition        Report By
 JY1567  HISTORY     - 1986     MONUMENTED       NGS
 JY1567  HISTORY     - 19870615 GOOD             NGS
 JY1567  HISTORY     - 19870827 GOOD
 JY1567
 JY1567                          STATION DESCRIPTION
 JY1567
 JY1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JY1567'THE STATION IS LOCATED ABOUT 24 MILES SOUTHWEST OF COLUMBUS, 4 MILES
 JY1567'NORTHWEST OF LANCASTER AND ON THE LANCASTER AIRPORT.  IT IS ON THE
 JY1567'NORTH SIDE OF THE RUNWAY AT THE WEST END OF THE TAXIWAY.
 JY1567'THE AZIMUTH MARK IS ABOUT 0.7 KM (0.4 MILE) EAST OF THE STATION ON
 JY1567'TOP OF A SMALL HILL AT THE EAST END OF THE TAXIWAY.  IT IS A STANDARD
 JY1567'DISK STAMPED--FAIRFIELD 1986---AND SET IN A 28 CM (11 INCH) DIAMETER
 JY1567'CONCRETE POST PROJECTION 8 CM ( 3 INCHES).  IT 30.8 METERS (101 FEET)
 JY1567'NORTH-NORTHWEST OF THE NORTH END OF A 6 FOOT CONCRETE CULVERT UNDER
 JY1567'THE RUNWAY, 6.2 METERS (20.5 FEET) NORTH OF THE EXTENDED CENTERLINE
 JY1567'OF THE TAXIWAY, 9.35 METERS (30.7 FEET) SOUTH OF A FENCE AND 1.0
 JY1567'METERS (3.4 FEET) SOUTHEAST OF A FIBERGLASS WITNESS POST.  IT IS ABOUT
 JY1567'0.3 METERS (1 FOOT) ABOVE THE RUNWAY.  AN UNDERGROUND MARK IS SET
 JY1567'IN AN IRREGULAR MASS OF CONCRETE 90 CM (36 INCHES) BELOW GROUND
 JY1567'LEVEL.
 JY1567'TYPED BY JAMES MALONEY 9/05/87.
 JY1567
 JY1567                          STATION RECOVERY (1987)
 JY1567
 JY1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JY1567'THE STATION IS LOCATED NORTH OF RUNWAY 10-28 AND EAST OF CLOSED
 JY1567'TAXIWAY, 132.3 FT (40.3 M) NORTH OF NORTH EDGE OF RUNWAY 10-28, 91 FT
 JY1567'(27.7 M) NORTHWEST OF 4 FT (1.2 M) TUBE CULVERT UNDER TAXIWAY, 61.2 FT
 JY1567'(18.7 M) SOUTHWEST OF 6 FT (1.8 M) TUBE CULVERT UNDER RUNWAY, 20.5 FT
 JY1567'(6.2 M) NORTH OF EXTENDED CENTERLINE OF CLOSED E-W TAXIWAY NORTH OF
 JY1567'RUNWAY AND 3.4 FT (1.0 M) SOUTHEAST OF FIBERGLASS WITNESS POST. THE
 JY1567'STATION IS A NGS AZIMUTH MARK DISK STAMPED FAIRFIELD 1986 SET IN TOP
 JY1567'OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCH ABOVE GROUND. THERE IS
 JY1567'SUBSURFACE MARK 36 INCH BELOW GROUND.
 JY1567
 JY1567                          STATION RECOVERY (1987)
 JY1567
 JY1567'RECOVERED 1987
 JY1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7718 ***********************************************************************
 AH7718  DESIGNATION -  FAIRFIELD COUNTY 1
 AH7718  PID         -  AH7718
 AH7718  STATE/COUNTY-  OH/FAIRFIELD
 AH7718  USGS QUAD   -  PATASKALA (1992)
 AH7718
 AH7718                         *CURRENT SURVEY CONTROL
 AH7718  ___________________________________________________________________
 AH7718* NAD 83(1995)-  39 54 59.30820(N)    082 39 36.56077(W)     ADJUSTED  
 AH7718* NAVD 88     -       319.3    (meters)    1048.     (feet)  GPS OBS   
 AH7718  ___________________________________________________________________
 AH7718  X           -     625,853.565 (meters)                     COMP
 AH7718  Y           -  -4,858,740.235 (meters)                     COMP
 AH7718  Z           -   4,071,059.805 (meters)                     COMP
 AH7718  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AH7718  ELLIP HEIGHT-         285.18  (meters)          (10/07/05) GPS OBS
 AH7718  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 AH7718
 AH7718  HORZ ORDER  -  FIRST
 AH7718  ELLP ORDER  -  FOURTH    CLASS II
 AH7718
 AH7718.The horizontal coordinates were established by GPS observations
 AH7718.and adjusted by the National Geodetic Survey in February 1999..
 AH7718
 AH7718.The orthometric height was determined by GPS observations and a
 AH7718.high-resolution geoid model.
 AH7718
 AH7718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7718
 AH7718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7718
 AH7718.The ellipsoidal height was determined by GPS observations
 AH7718.and is referenced to NAD 83.
 AH7718
 AH7718.The geoid height was determined by GEOID03.
 AH7718
 AH7718;                    North         East     Units Scale Factor Converg.
 AH7718;SPC OH S     -   212,771.028   586,307.327   MT  0.99997897   -0 06 05.8
 AH7718;UTM  17      - 4,419,805.987   358,113.543   MT  0.99984784   -1 03 55.6
 AH7718
 AH7718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7718!SPC OH S     -   0.99995526  x   0.99997897  =   0.99993423
 AH7718!UTM  17      -   0.99995526  x   0.99984784  =   0.99980311
 AH7718
 AH7718                          SUPERSEDED SURVEY CONTROL
 AH7718
 AH7718  ELLIP H (02/25/99)  285.21   (m)                       GP(       ) 4 2
 AH7718
 AH7718.Superseded values are not recommended for survey control.
 AH7718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7718.See file dsdata.txt to determine how the superseded data were derived.
 AH7718
 AH7718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE5811419806(NAD 83)
 AH7718_MARKER: DD = SURVEY DISK
 AH7718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7718_STAMPING: FAIRFIELD COUNTY 1 1998
 AH7718_MARK LOGO: OH-089
 AH7718_PROJECTION: FLUSH
 AH7718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7718+STABILITY: SURFACE MOTION
 AH7718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7718+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7718
 AH7718  HISTORY     - Date     Condition        Report By
 AH7718  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7718
 AH7718                          STATION DESCRIPTION
 AH7718
 AH7718'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7718'THE STATION IS LOCATED IN LIBERTY TOWNSHIP IN FAIRFIELD COUNTY, OHIO
 AH7718'ABOUT 5.0 MILES (8.0 KM) SOUTHEAST OF THE TOWN OF ETNA WHICH IS IN
 AH7718'LICKING COUNTY.  TO REACH THE STATION FROM THE INTERSECTION OF
 AH7718'NATIONAL ROAD (US 40) AND HAZELTON-ETNA ROAD (SR 310) IN LICKING
 AH7718'COUNTY PROCEED SOUTH ALONG HAZELTON-ETNA ROAD (SR 310) A DISTANCE OF
 AH7718'2.2 MILES (3.5 KM) TO ITS INTERSECTION WITH BLACKLICK ROAD (CR 83) .
 AH7718'TURN LEFT AND PROCEED EAST ALONG BLACKLICK ROAD (CR 83) A DISTANCE OF
 AH7718'1.0 MILE (1.6 KM) TO ITS INTERSECTION WITH HEIMBERGER ROAD.  TURN
 AH7718'RIGHT AND PROCEED SOUTH ALONG HEIMBERGER ROAD A DISTANCE OF 0.7 MILE
 AH7718'(1.1 KM) TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD 3 1/4
 AH7718'INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7718'MONUMENT SET ONE INCH BELOW THE GROUND SURFACE AND STAMPED FAIRFIELD
 AH7718'COUNTY 1 1998.  THE STATION IS 25.6 AZIMUTH 349 DEGREES TO A MAG NAIL
 AH7718'IN THE EAST SIDE OF PAVEMENT OF HEIMBERGER ROAD, 165.5 FEET (50.4 M)
 AH7718'SOUTHEAST FROM MAIL BOX POST 12912, 48.4 FEET (14.8 M) AZIMUTH 258
 AH7718'DEGREES TO A UTILITY POLE NUMBER 69-2 EA-016, AND 17.1 FEET (5.2 M)
 AH7718'EAST FROM THE CENERLINE OF HEIMBERGER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7717 ***********************************************************************
 AH7717  DESIGNATION -  FAIRFIELD COUNTY 2
 AH7717  PID         -  AH7717
 AH7717  STATE/COUNTY-  OH/FAIRFIELD
 AH7717  USGS QUAD   -  MILLERSPORT (1994)
 AH7717
 AH7717                         *CURRENT SURVEY CONTROL
 AH7717  ___________________________________________________________________
 AH7717* NAD 83(1995)-  39 54 37.00081(N)    082 36 08.12514(W)     ADJUSTED  
 AH7717* NAVD 88     -       310.7    (meters)    1019.     (feet)  GPS OBS   
 AH7717  ___________________________________________________________________
 AH7717  X           -     630,819.115 (meters)                     COMP
 AH7717  Y           -  -4,858,536.583 (meters)                     COMP
 AH7717  Z           -   4,070,526.558 (meters)                     COMP
 AH7717  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AH7717  ELLIP HEIGHT-         276.60  (meters)          (10/07/05) GPS OBS
 AH7717  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 AH7717
 AH7717  HORZ ORDER  -  FIRST
 AH7717  ELLP ORDER  -  FOURTH    CLASS II
 AH7717
 AH7717.The horizontal coordinates were established by GPS observations
 AH7717.and adjusted by the National Geodetic Survey in February 1999..
 AH7717
 AH7717.The orthometric height was determined by GPS observations and a
 AH7717.high-resolution geoid model.
 AH7717
 AH7717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7717
 AH7717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7717
 AH7717.The ellipsoidal height was determined by GPS observations
 AH7717.and is referenced to NAD 83.
 AH7717
 AH7717.The geoid height was determined by GEOID03.
 AH7717
 AH7717;                    North         East     Units Scale Factor Converg.
 AH7717;SPC OH S     -   212,075.835   591,256.658   MT  0.99997797   -0 03 53.6
 AH7717;UTM  17      - 4,419,027.772   363,049.796   MT  0.99983090   -1 01 41.3
 AH7717
 AH7717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7717!SPC OH S     -   0.99995661  x   0.99997797  =   0.99993458
 AH7717!UTM  17      -   0.99995661  x   0.99983090  =   0.99978752
 AH7717
 AH7717                          SUPERSEDED SURVEY CONTROL
 AH7717
 AH7717  ELLIP H (02/25/99)  276.64   (m)                       GP(       ) 4 2
 AH7717
 AH7717.Superseded values are not recommended for survey control.
 AH7717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7717.See file dsdata.txt to determine how the superseded data were derived.
 AH7717
 AH7717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE6305019028(NAD 83)
 AH7717_MARKER: DD = SURVEY DISK
 AH7717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7717_STAMPING: FAIRFIELD COUNTY 2 1998
 AH7717_MARK LOGO: OH-089
 AH7717_PROJECTION: FLUSH
 AH7717_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7717+STABILITY: SURFACE MOTION
 AH7717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7717+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7717
 AH7717  HISTORY     - Date     Condition        Report By
 AH7717  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7717
 AH7717                          STATION DESCRIPTION
 AH7717
 AH7717'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7717'THE STATION IS LOCATED IN LIBERTY TOWNSHIP IN FAIRFIELD COUNTY, OHIO
 AH7717'ABOUT 2.4 MILE (3.9 KM) SOUTH OF THE TOWN OF KIRKERSVILLE IN LICKING
 AH7717'COUNTY.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70
 AH7717'AND LANCASTER-KIRKERSVILLE (SR 158) IN THE TOWN OF KIRKERSVILLE
 AH7717'PROCEED SOUTH ALONG LANCASTER-KIRKERSVILLE (SR 158) A DISTANCE OF 2.4
 AH7717'MILES (3.9 KM) TO THE STATION ON THE LEFT APPROXIMATELY 100 FEET (30.5
 AH7717'M) SOUTH OF A POWER LINE CROSSING.  THE STATION IS A STANDARD 3 1/4
 AH7717'INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7717'MONUMENT ONE INCH BELOW THE GROUND SURFACE AND STAMPED FAIRFIELD
 AH7717'COUNTY 2 1998.  THE STATION IS 73.4 FEET (22.4 M) AZIMUTH 10 DEGREES
 AH7717'TO A MAG NAIL ON THE WEST SIDE OF A UTILITY POLE, 78.4 FEET (23.9 M)
 AH7717'AZIMUTH 188 DEGREES TO A MAG NAIL IN THE WEST SIDE OF ANOTHER UTILITY
 AH7717'POLE, AND 26.0 FEET (7.9 M) EAST FROM THE CENTERLINE OF SR 158.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7716 ***********************************************************************
 AH7716  DESIGNATION -  FAIRFIELD COUNTY 3
 AH7716  PID         -  AH7716
 AH7716  STATE/COUNTY-  OH/FAIRFIELD
 AH7716  USGS QUAD   -  MILLERSPORT (1994)
 AH7716
 AH7716                         *CURRENT SURVEY CONTROL
 AH7716  ___________________________________________________________________
 AH7716* NAD 83(1995)-  39 54 48.08932(N)    082 32 00.65847(W)     ADJUSTED  
 AH7716* NAVD 88     -       272.0    (meters)     892.     (feet)  GPS OBS   
 AH7716  ___________________________________________________________________
 AH7716  X           -     636,615.320 (meters)                     COMP
 AH7716  Y           -  -4,857,529.198 (meters)                     COMP
 AH7716  Z           -   4,070,764.017 (meters)                     COMP
 AH7716  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AH7716  ELLIP HEIGHT-         237.83  (meters)          (10/07/05) GPS OBS
 AH7716  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AH7716
 AH7716  HORZ ORDER  -  FIRST
 AH7716  ELLP ORDER  -  FOURTH    CLASS II
 AH7716
 AH7716.The horizontal coordinates were established by GPS observations
 AH7716.and adjusted by the National Geodetic Survey in February 1999..
 AH7716
 AH7716.The orthometric height was determined by GPS observations and a
 AH7716.high-resolution geoid model.
 AH7716
 AH7716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7716
 AH7716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7716
 AH7716.The ellipsoidal height was determined by GPS observations
 AH7716.and is referenced to NAD 83.
 AH7716
 AH7716.The geoid height was determined by GEOID03.
 AH7716
 AH7716;                    North         East     Units Scale Factor Converg.
 AH7716;SPC OH S     -   212,413.406   597,134.367   MT  0.99997847   -0 01 16.6
 AH7716;UTM  17      - 4,419,266.468   368,931.424   MT  0.99981149   -0 59 02.7
 AH7716
 AH7716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7716!SPC OH S     -   0.99996269  x   0.99997847  =   0.99994116
 AH7716!UTM  17      -   0.99996269  x   0.99981149  =   0.99977419
 AH7716
 AH7716                          SUPERSEDED SURVEY CONTROL
 AH7716
 AH7716  ELLIP H (02/25/99)  237.88   (m)                       GP(       ) 4 2
 AH7716
 AH7716.Superseded values are not recommended for survey control.
 AH7716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7716.See file dsdata.txt to determine how the superseded data were derived.
 AH7716
 AH7716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE6893119266(NAD 83)
 AH7716_MARKER: DD = SURVEY DISK
 AH7716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7716_STAMPING: FAIRFIELD COUNTY 3 1998
 AH7716_MARK LOGO: OH-089
 AH7716_PROJECTION: FLUSH
 AH7716_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7716+STABILITY: SURFACE MOTION
 AH7716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7716+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7716
 AH7716  HISTORY     - Date     Condition        Report By
 AH7716  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7716
 AH7716                          STATION DESCRIPTION
 AH7716
 AH7716'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7716'THE STATION IS LOCATED IN WALNUT TOWNSHIP IN LICKING COUNTY, OHIO
 AH7716'ABOUT 1.0 MILE (1.6 KM) NORTH OF THE TOWN OF MILLERSPORT.  TO REACH
 AH7716'THE STATION FROM THE INTERSECTION OF BACKLICK-EASTERN (SR 204) AND
 AH7716'MILLERSPORT ROAD (CR 58) PROCEED NORTH ALONG MILLERSPORT ROAD (CR 58)
 AH7716'A DISTANCE OF 0.9 MILE (1.4 KM) TO THE STATION ON THE RIGHT.  THE
 AH7716'STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A
 AH7716'POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND
 AH7716'STAMPED FAIRFIELD COUNTY 3 1998.  THE STATION IS 61.5 FEET (18.7 M)
 AH7716'AZIMUTH 172 DEGREES TO A UTILITY POLE WITH NUMBER 696/116, 29.4 FEET
 AH7716'(9.0 M) AZIMUTH 176 DEGREES TO A TELEPHONE JUNCTION BOX 1000/15 A, AND
 AH7716'35.2 FEET (10.7 M) FROM THE CENTERLINE OF MILLERSPORT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7715 ***********************************************************************
 AH7715  DESIGNATION -  FAIRFIELD COUNTY 4
 AH7715  PID         -  AH7715
 AH7715  STATE/COUNTY-  OH/FAIRFIELD
 AH7715  USGS QUAD   -  THORNVILLE (1992)
 AH7715
 AH7715                         *CURRENT SURVEY CONTROL
 AH7715  ___________________________________________________________________
 AH7715* NAD 83(1995)-  39 54 56.82973(N)    082 29 08.65711(W)     ADJUSTED  
 AH7715* NAVD 88     -       274.2    (meters)     900.     (feet)  GPS OBS   
 AH7715  ___________________________________________________________________
 AH7715  X           -     640,643.333 (meters)                     COMP
 AH7715  Y           -  -4,856,826.885 (meters)                     COMP
 AH7715  Z           -   4,070,972.253 (meters)                     COMP
 AH7715  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH7715  ELLIP HEIGHT-         240.11  (meters)          (10/07/05) GPS OBS
 AH7715  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AH7715
 AH7715  HORZ ORDER  -  FIRST
 AH7715  ELLP ORDER  -  FOURTH    CLASS II
 AH7715
 AH7715.The horizontal coordinates were established by GPS observations
 AH7715.and adjusted by the National Geodetic Survey in February 1999..
 AH7715
 AH7715.The orthometric height was determined by GPS observations and a
 AH7715.high-resolution geoid model.
 AH7715
 AH7715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7715
 AH7715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7715
 AH7715.The ellipsoidal height was determined by GPS observations
 AH7715.and is referenced to NAD 83.
 AH7715
 AH7715.The geoid height was determined by GEOID03.
 AH7715
 AH7715;                    North         East     Units Scale Factor Converg.
 AH7715;SPC OH S     -   212,682.541   601,219.349   MT  0.99997886   +0 00 32.6
 AH7715;UTM  17      - 4,419,466.899   373,019.641   MT  0.99979850   -0 57 12.5
 AH7715
 AH7715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7715!SPC OH S     -   0.99996233  x   0.99997886  =   0.99994119
 AH7715!UTM  17      -   0.99996233  x   0.99979850  =   0.99976084
 AH7715
 AH7715                          SUPERSEDED SURVEY CONTROL
 AH7715
 AH7715  ELLIP H (02/25/99)  240.15   (m)                       GP(       ) 4 2
 AH7715
 AH7715.Superseded values are not recommended for survey control.
 AH7715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7715.See file dsdata.txt to determine how the superseded data were derived.
 AH7715
 AH7715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE7302019467(NAD 83)
 AH7715_MARKER: DD = SURVEY DISK
 AH7715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7715_STAMPING: FAIRFIELD COUNTY 4 1998
 AH7715_MARK LOGO: OH-089
 AH7715_PROJECTION: FLUSH
 AH7715_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7715+STABILITY: SURFACE MOTION
 AH7715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7715+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7715
 AH7715  HISTORY     - Date     Condition        Report By
 AH7715  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7715
 AH7715                          STATION DESCRIPTION
 AH7715
 AH7715'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7715'THE STATION IS LOCATED IN WALNUT TOWNSHIP IN FAIRFIELD COUNTY, OHIO
 AH7715'NEAR BUCKEYE LAKE.  TO REACH THE STATION FROM THE INTERSECTION OF
 AH7715'FAIRFIELD BEACH ROAD (CR 3) AND SHELL BEACH ROAD (CR 84) PROCEED NORTH
 AH7715'ALONG SHELL BEACH ROAD (CR 84) A DISTANCE OF 0.4 MILE (0.6 KM) TO THE
 AH7715'STATION ON THE LEFT APPROXIMATELY 140 FEET (42.7 M) SOUTH FROM THE
 AH7715'CENTERLINE OF CYPRESS DRIVE.  THE STATION IS A STANDARD 3 1/4 INCH
 AH7715'LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT
 AH7715'SET ONE INCH BELOW THE GROUND SURFACE AND STAMPED FAIRFIELD COUNTY 4
 AH7715'1998.  THE STATION IS 43.6 FEET (13.3 M) AZIMUTH 67 DEGREES TO A
 AH7715'UTILITY POLE WITH NUMBER 673A3-23 ON THE EAST SIDE OF SHELL BEACH
 AH7715'ROAD, 33.4 FEET (10.2 M) AZIMUTH 180 DEGREES TO A MAIL BOX, 23.4 FEET
 AH7715'(7.1 M) AZIMUTH 10 DEGREES TO A UTILITY POLE ON THE WEST SIDE OF THE
 AH7715'ROAD, AND 17.5 FEET (5.3 M) WEST FROM THE CENTERLINE OF SHELL BEACH
 AH7715'ROAD (CR 84) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7720 ***********************************************************************
 AH7720  DESIGNATION -  FAIRFIELD COUNTY 5
 AH7720  PID         -  AH7720
 AH7720  STATE/COUNTY-  OH/FAIRFIELD
 AH7720  USGS QUAD   -  MILLERSPORT (1994)
 AH7720
 AH7720                         *CURRENT SURVEY CONTROL
 AH7720  ___________________________________________________________________
 AH7720* NAD 83(1995)-  39 53 28.14545(N)    082 32 08.16316(W)     ADJUSTED  
 AH7720* NAVD 88     -       282.4    (meters)     927.     (feet)  GPS OBS   
 AH7720  ___________________________________________________________________
 AH7720  X           -     636,645.102 (meters)                     COMP
 AH7720  Y           -  -4,859,128.582 (meters)                     COMP
 AH7720  Z           -   4,068,879.094 (meters)                     COMP
 AH7720  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AH7720  ELLIP HEIGHT-         248.21  (meters)          (10/07/05) GPS OBS
 AH7720  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AH7720
 AH7720  HORZ ORDER  -  FIRST
 AH7720  ELLP ORDER  -  FOURTH    CLASS II
 AH7720
 AH7720.The horizontal coordinates were established by GPS observations
 AH7720.and adjusted by the National Geodetic Survey in February 1999..
 AH7720
 AH7720.The orthometric height was determined by GPS observations and a
 AH7720.high-resolution geoid model.
 AH7720
 AH7720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7720
 AH7720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7720
 AH7720.The ellipsoidal height was determined by GPS observations
 AH7720.and is referenced to NAD 83.
 AH7720
 AH7720.The geoid height was determined by GEOID03.
 AH7720
 AH7720;                    North         East     Units Scale Factor Converg.
 AH7720;SPC OH S     -   209,947.868   596,955.158   MT  0.99997496   -0 01 21.3
 AH7720;UTM  17      - 4,416,804.695   368,710.857   MT  0.99981220   -0 59 05.9
 AH7720
 AH7720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7720!SPC OH S     -   0.99996106  x   0.99997496  =   0.99993602
 AH7720!UTM  17      -   0.99996106  x   0.99981220  =   0.99977327
 AH7720
 AH7720                          SUPERSEDED SURVEY CONTROL
 AH7720
 AH7720  ELLIP H (02/25/99)  248.25   (m)                       GP(       ) 4 2
 AH7720
 AH7720.Superseded values are not recommended for survey control.
 AH7720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7720.See file dsdata.txt to determine how the superseded data were derived.
 AH7720
 AH7720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE6871116805(NAD 83)
 AH7720_MARKER: DD = SURVEY DISK
 AH7720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7720_STAMPING: FAIRFIELD COUNTY 5 1998
 AH7720_MARK LOGO: OH-089
 AH7720_PROJECTION: FLUSH
 AH7720_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7720+STABILITY: SURFACE MOTION
 AH7720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7720+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7720
 AH7720  HISTORY     - Date     Condition        Report By
 AH7720  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7720
 AH7720                          STATION DESCRIPTION
 AH7720
 AH7720'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7720'THE STATION IS LOCATED IN WALNUT TOWNSHIP IN FAIRFIELD COUNTY, OHIO.
 AH7720'THE STATION IS AT THE INTERSECTION OF MILLERSPORT ROAD (CR 58) AND
 AH7720'BLACKLICK-EASTERN ROAD (SR 204) ON THE WEST SIDE OF THE INTERSECTION
 AH7720'AT THE CENTERLINE OF SR 204.  THE STATION IS A STANDARD 3 1/4 INCH
 AH7720'LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT
 AH7720'FLUSH WITH THE GROUND SURFACE AND STAMPED FAIRFIELD COUNTY 5 1998. THE
 AH7720'STATION IS 14.6 FEET (4.5 M) AZIMUTH 40 DEGREES TO SR 204 SIGN (SOUTH
 AH7720'POST) , 12.4 FEET (3.8 M) AZIMUTH 170 DEGREES TO THE NORTHWEST CORNER
 AH7720'OF A STORM CATCH BASIN, AND 16.0 FEET (4.9 M) AZIMUTH 190 DEGREES TO A
 AH7720'UTILITY POLE WITH NUMBER 720A1-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7719 ***********************************************************************
 AH7719  DESIGNATION -  FAIRFIELD COUNTY 6
 AH7719  PID         -  AH7719
 AH7719  STATE/COUNTY-  OH/FAIRFIELD
 AH7719  USGS QUAD   -  MILLERSPORT (1994)
 AH7719
 AH7719                         *CURRENT SURVEY CONTROL
 AH7719  ___________________________________________________________________
 AH7719* NAD 83(1995)-  39 53 25.25491(N)    082 35 03.50764(W)     ADJUSTED  
 AH7719* NAVD 88     -       285.5    (meters)     937.     (feet)  GPS OBS   
 AH7719  ___________________________________________________________________
 AH7719  X           -     632,521.853 (meters)                     COMP
 AH7719  Y           -  -4,859,727.168 (meters)                     COMP
 AH7719  Z           -   4,068,812.741 (meters)                     COMP
 AH7719  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AH7719  ELLIP HEIGHT-         251.41  (meters)          (10/07/05) GPS OBS
 AH7719  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AH7719
 AH7719  HORZ ORDER  -  FIRST
 AH7719  ELLP ORDER  -  FOURTH    CLASS II
 AH7719
 AH7719.The horizontal coordinates were established by GPS observations
 AH7719.and adjusted by the National Geodetic Survey in February 1999..
 AH7719
 AH7719.The orthometric height was determined by GPS observations and a
 AH7719.high-resolution geoid model.
 AH7719
 AH7719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7719
 AH7719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7719
 AH7719.The ellipsoidal height was determined by GPS observations
 AH7719.and is referenced to NAD 83.
 AH7719
 AH7719.The geoid height was determined by GEOID03.
 AH7719
 AH7719;                    North         East     Units Scale Factor Converg.
 AH7719;SPC OH S     -   209,861.485   592,789.322   MT  0.99997484   -0 03 12.6
 AH7719;UTM  17      - 4,416,788.308   364,544.807   MT  0.99982588   -1 00 58.3
 AH7719
 AH7719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7719!SPC OH S     -   0.99996056  x   0.99997484  =   0.99993540
 AH7719!UTM  17      -   0.99996056  x   0.99982588  =   0.99978645
 AH7719
 AH7719                          SUPERSEDED SURVEY CONTROL
 AH7719
 AH7719  ELLIP H (02/25/99)  251.44   (m)                       GP(       ) 4 2
 AH7719
 AH7719.Superseded values are not recommended for survey control.
 AH7719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7719.See file dsdata.txt to determine how the superseded data were derived.
 AH7719
 AH7719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE6454516788(NAD 83)
 AH7719_MARKER: DD = SURVEY DISK
 AH7719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7719_STAMPING: FAIRFIELD COUNTY 6 1998
 AH7719_MARK LOGO: OH-089
 AH7719_PROJECTION: FLUSH
 AH7719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7719+STABILITY: SURFACE MOTION
 AH7719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7719+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7719
 AH7719  HISTORY     - Date     Condition        Report By
 AH7719  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7719
 AH7719                          STATION DESCRIPTION
 AH7719
 AH7719'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7719'THE STATION IS LOCATED IN WALNUT TOWNSHIP IN FAIRFIELD COUNTY, OHIO
 AH7719'ABOUT 2.0 MILES (3.2 KM) SOUTHWEST OF THE TOWN OF MILLERSPORT.  TO
 AH7719'REACH THE STATION FROM THE INTERSECTION OF BLACKLICK-EASTERN ROAD (SR
 AH7719'204) AND MILLERSPORT (CR 58) PROCEED WEST ALONG BLACKLICK-EASTERN ROAD
 AH7719'(SR 204) A DISTANCE OF 2.7 MILES (4.3 KM) TO ITS INTERSECTION WITH
 AH7719'CHERRY LANE (T-245) .  TURN LEFT AND PROCEED SOUTH ALONG CHERRY LANE
 AH7719'(T-245) A DISTANCE OF 0.7 MILE (1.1 KM) TO THE STATION ON THE LEFT
 AH7719'APPROXIMATELY 120 FEET (36.6 M) NORTH OF A FARM LANE RUNNING EAST.
 AH7719'THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN
 AH7719'A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND
 AH7719'STAMPED FAIRFIELD COUNTY 6 1998.  THE STATION IS 14.5 FEET (4.4 M)
 AH7719'AZIMUTH 167 DEGREES TO A UTILITY POLE NUMBER 6-3 NAA-23-1, 39.4 FEET
 AH7719'(12.0 M) AZIMUTH 275 DEGREES TO A UTILITY POLE WITH NUMBER 6-3 NAA-23,
 AH7719'108.5 FEET (33.1 M) AZIMUTH 192 DEGREES TO A GATE POST, AND 20.3 FEET
 AH7719'(6.2 M) EAST FROM THE CENTERLINE OF CHERRY LANE (T-245) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7726 ***********************************************************************
 AH7726  DESIGNATION -  FAIRFIELD COUNTY 7
 AH7726  PID         -  AH7726
 AH7726  STATE/COUNTY-  OH/FAIRFIELD
 AH7726  USGS QUAD   -  BALTIMORE (1987)
 AH7726
 AH7726                         *CURRENT SURVEY CONTROL
 AH7726  ___________________________________________________________________
 AH7726* NAD 83(1995)-  39 52 03.54552(N)    082 35 09.11019(W)     ADJUSTED  
 AH7726* NAVD 88     -       279.5    (meters)     917.     (feet)  GPS OBS   
 AH7726  ___________________________________________________________________
 AH7726  X           -     632,597.764 (meters)                     COMP
 AH7726  Y           -  -4,861,342.086 (meters)                     COMP
 AH7726  Z           -   4,066,874.837 (meters)                     COMP
 AH7726  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AH7726  ELLIP HEIGHT-         245.33  (meters)          (10/07/05) GPS OBS
 AH7726  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AH7726
 AH7726  HORZ ORDER  -  FIRST
 AH7726  ELLP ORDER  -  FOURTH    CLASS II
 AH7726
 AH7726.The horizontal coordinates were established by GPS observations
 AH7726.and adjusted by the National Geodetic Survey in February 1999..
 AH7726
 AH7726.The orthometric height was determined by GPS observations and a
 AH7726.high-resolution geoid model.
 AH7726
 AH7726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7726
 AH7726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7726
 AH7726.The ellipsoidal height was determined by GPS observations
 AH7726.and is referenced to NAD 83.
 AH7726
 AH7726.The geoid height was determined by GEOID03.
 AH7726
 AH7726;                    North         East     Units Scale Factor Converg.
 AH7726;SPC OH S     -   207,341.574   592,653.822   MT  0.99997142   -0 03 16.1
 AH7726;UTM  17      - 4,414,271.398   364,367.024   MT  0.99982648   -1 01 00.2
 AH7726
 AH7726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7726!SPC OH S     -   0.99996151  x   0.99997142  =   0.99993294
 AH7726!UTM  17      -   0.99996151  x   0.99982648  =   0.99978800
 AH7726
 AH7726                          SUPERSEDED SURVEY CONTROL
 AH7726
 AH7726  ELLIP H (02/25/99)  245.36   (m)                       GP(       ) 4 2
 AH7726
 AH7726.Superseded values are not recommended for survey control.
 AH7726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7726.See file dsdata.txt to determine how the superseded data were derived.
 AH7726
 AH7726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE6436714271(NAD 83)
 AH7726_MARKER: DD = SURVEY DISK
 AH7726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7726_STAMPING: FAIRFIELD COUNTY 7 1998
 AH7726_MARK LOGO: OH-089
 AH7726_PROJECTION: FLUSH
 AH7726_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7726+STABILITY: SURFACE MOTION
 AH7726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7726+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7726
 AH7726  HISTORY     - Date     Condition        Report By
 AH7726  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7726
 AH7726                          STATION DESCRIPTION
 AH7726
 AH7726'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7726'THE STATION IS LOCATED IN WALNUT TOWNSHIP IN FAIRFIELD COUNTY, OHIO.
 AH7726'THE REACH THE STATION FROM THE INTERSECTION OF BLACKLICK-EASTERN ROAD
 AH7726'(SR 204) AND CHERRY LANE ROAD (T-245) PROCEED SOUTH ALONG CHERRY LANE
 AH7726'ROAD (T-245) A DISTANCE OF 2.3 MILES (3.7 KM) TO AN OLD CEMETARY
 AH7726'(MUSSER AND WARNER GRAVES) AND THE STATION ON THE LEFT.  THE STATION
 AH7726'IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7726'PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND SURFACE AND STAMPED
 AH7726'FAIRFIELD COUNTY 7 1998.  THE STATION IS 14.2 FEET (4.3 M) AZIMUTH 05
 AH7726'DEGREES TO A CONCRETE FILLED PVC PIPE, 26.2 FEET (8.0 M) AZIMUTH 67
 AH7726'DEGREES TO A CONCRETE POST, 152.8 FEET (46.6 M) AZIMUTH 203 DEGREES TO
 AH7726'A UTILITY POLE WITH THE NUMBER 6-3 NAB-4, AND 17.0 FEET (5.2 M) EAST
 AH7726'FROM THE CENTERLINE OF CHERRY LAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7725 ***********************************************************************
 AH7725  DESIGNATION -  FAIRFIELD COUNTY 8
 AH7725  PID         -  AH7725
 AH7725  STATE/COUNTY-  OH/FAIRFIELD
 AH7725  USGS QUAD   -  BALTIMORE (1987)
 AH7725
 AH7725                         *CURRENT SURVEY CONTROL
 AH7725  ___________________________________________________________________
 AH7725* NAD 83(1995)-  39 52 08.99678(N)    082 32 13.91092(W)     ADJUSTED  
 AH7725* NAVD 88     -       274.2    (meters)     900.     (feet)  GPS OBS   
 AH7725  ___________________________________________________________________
 AH7725  X           -     636,712.178 (meters)                     COMP
 AH7725  Y           -  -4,860,692.065 (meters)                     COMP
 AH7725  Z           -   4,067,000.448 (meters)                     COMP
 AH7725  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AH7725  ELLIP HEIGHT-         239.97  (meters)          (10/07/05) GPS OBS
 AH7725  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 AH7725
 AH7725  HORZ ORDER  -  FIRST
 AH7725  ELLP ORDER  -  FOURTH    CLASS II
 AH7725
 AH7725.The horizontal coordinates were established by GPS observations
 AH7725.and adjusted by the National Geodetic Survey in February 1999..
 AH7725
 AH7725.The orthometric height was determined by GPS observations and a
 AH7725.high-resolution geoid model.
 AH7725
 AH7725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7725
 AH7725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7725
 AH7725.The ellipsoidal height was determined by GPS observations
 AH7725.and is referenced to NAD 83.
 AH7725
 AH7725.The geoid height was determined by GEOID03.
 AH7725
 AH7725;                    North         East     Units Scale Factor Converg.
 AH7725;SPC OH S     -   207,506.861   596,817.600   MT  0.99997165   -0 01 25.0
 AH7725;UTM  17      - 4,414,366.734   368,532.357   MT  0.99981278   -0 59 07.9
 AH7725
 AH7725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7725!SPC OH S     -   0.99996235  x   0.99997165  =   0.99993401
 AH7725!UTM  17      -   0.99996235  x   0.99981278  =   0.99977514
 AH7725
 AH7725                          SUPERSEDED SURVEY CONTROL
 AH7725
 AH7725  ELLIP H (02/25/99)  240.02   (m)                       GP(       ) 4 2
 AH7725
 AH7725.Superseded values are not recommended for survey control.
 AH7725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7725.See file dsdata.txt to determine how the superseded data were derived.
 AH7725
 AH7725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE6853214367(NAD 83)
 AH7725_MARKER: DD = SURVEY DISK
 AH7725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7725_STAMPING: FAIRFIELD COUNTY 8 1998
 AH7725_MARK LOGO: OH-089
 AH7725_PROJECTION: FLUSH
 AH7725_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7725+STABILITY: SURFACE MOTION
 AH7725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7725+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7725
 AH7725  HISTORY     - Date     Condition        Report By
 AH7725  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7725
 AH7725                          STATION DESCRIPTION
 AH7725
 AH7725'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7725'THE STATION IS LOCATED IN WALNUT TOWNSHIP IN FAIRFIELD COUNTY, OHIO.
 AH7725'THE REACH THE STATION FROM THE INTERSECTION OF BLACKLICK-EASTERN ROAD
 AH7725'(SR 204) AND MILLERSPORT ROAD (CR 58) PROCEED SOUTH ALONG MILLERSPORT
 AH7725'ROAD (CR 58) A DISTANCE OF 1.55 MILE (2.49 KM) TO ITS INTERSECTION
 AH7725'WITH BICKEL CHURCH ROAD (T-384) AND THE STATION ON THE LEFT IN THE
 AH7725'SOUTHEAST CORNER OF THE INTERSECTION.  THE STATION IS A STANDARD 3 1/4
 AH7725'INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7725'MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED FAIRFIELD COUNTY 8
 AH7725'1998.  THE STATION IS 40.7 FEET (12.4 M) AZIMUTH 10 DEGREES TO A STOP
 AH7725'SIGN, 56.7 FEET (17.3 M) AZIMUTH 54 DEGREES TO A UTILITY POLE WITH NO
 AH7725'NUMBER, 37.8 FEET (11.5 M) AZIMUTH 85 DEGREES TO A T-384 SIGN, AND
 AH7725'12.4 FEET (3.8 M) AZIMUTH 205 DEGREES TO A UTILITY POLE WITH THE
 AH7725'NUMBER 1301/55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7724 ***********************************************************************
 AH7724  DESIGNATION -  FAIRFIELD COUNTY 9
 AH7724  PID         -  AH7724
 AH7724  STATE/COUNTY-  OH/PERRY
 AH7724  USGS QUAD   -  RUSHVILLE (1994)
 AH7724
 AH7724                         *CURRENT SURVEY CONTROL
 AH7724  ___________________________________________________________________
 AH7724* NAD 83(1995)-  39 52 16.00731(N)    082 28 07.43154(W)     ADJUSTED  
 AH7724* NAVD 88     -       302.6    (meters)     993.     (feet)  GPS OBS   
 AH7724  ___________________________________________________________________
 AH7724  X           -     642,504.779 (meters)                     COMP
 AH7724  Y           -  -4,859,811.990 (meters)                     COMP
 AH7724  Z           -   4,067,184.655 (meters)                     COMP
 AH7724  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AH7724  ELLIP HEIGHT-         268.44  (meters)          (10/07/05) GPS OBS
 AH7724  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AH7724
 AH7724  HORZ ORDER  -  FIRST
 AH7724  ELLP ORDER  -  FOURTH    CLASS II
 AH7724
 AH7724.The horizontal coordinates were established by GPS observations
 AH7724.and adjusted by the National Geodetic Survey in February 1999..
 AH7724
 AH7724.The orthometric height was determined by GPS observations and a
 AH7724.high-resolution geoid model.
 AH7724
 AH7724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7724
 AH7724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7724
 AH7724.The ellipsoidal height was determined by GPS observations
 AH7724.and is referenced to NAD 83.
 AH7724
 AH7724.The geoid height was determined by GEOID03.
 AH7724
 AH7724;                    North         East     Units Scale Factor Converg.
 AH7724;SPC OH S     -   207,722.883   602,675.120   MT  0.99997193   +0 01 11.4
 AH7724;UTM  17      - 4,414,484.390   374,391.691   MT  0.99979424   -0 56 30.0
 AH7724
 AH7724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7724!SPC OH S     -   0.99995789  x   0.99997193  =   0.99992982
 AH7724!UTM  17      -   0.99995789  x   0.99979424  =   0.99975214
 AH7724
 AH7724                          SUPERSEDED SURVEY CONTROL
 AH7724
 AH7724  ELLIP H (02/25/99)  268.47   (m)                       GP(       ) 4 2
 AH7724
 AH7724.Superseded values are not recommended for survey control.
 AH7724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7724.See file dsdata.txt to determine how the superseded data were derived.
 AH7724
 AH7724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE7439214484(NAD 83)
 AH7724_MARKER: DD = SURVEY DISK
 AH7724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7724_STAMPING: FAIRFIELD COUNTY 9 1998
 AH7724_MARK LOGO: OH-089
 AH7724_PROJECTION: FLUSH
 AH7724_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7724+STABILITY: SURFACE MOTION
 AH7724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7724+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7724
 AH7724  HISTORY     - Date     Condition        Report By
 AH7724  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7724
 AH7724                          STATION DESCRIPTION
 AH7724
 AH7724'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7724'THE STATION IS LOCATED IN THORN TOWNSHIP IN PERRY COUNTY, OHIO.  THE
 AH7724'REACH THE STATION FROM THE INTERSECTION OF THORNVILLE ROAD (SR 188)
 AH7724'AND BLACKLICK-EASTERN ROAD (SR 204) PROCEED WEST ALONG
 AH7724'BLACKLICK-EASTERN ROAD (SR 204) A DISTANCE OF 2.4 MILES (3.9 KM) (3.9
 AH7724'KM TO ITS INTERSECTION WITH NEW SALEM ROAD (CR 82) .  TURN LEFT AND
 AH7724'PROCEED SOUTH ALONG NEW SALEM ROAD (CR 82) A DISTANCE OF 1.65 MILES
 AH7724'(2.66 KM) TO ITS INTERSECTION WITH GEIGER ROAD AND THORN TWP RD 81 AND
 AH7724'THE STATION ON THE LEFT IN THE NORTHEAST CORNER OF THE INTERSECTION.
 AH7724'THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN
 AH7724'A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND
 AH7724'STAMPED FAIRFIELD COUNTY 9 1998.  THE STATION IS 20.7 FEET (6.3 M)
 AH7724'AZIMUTH 210 DEGREES TO UTILITY POLE WITH THE NUMBER 55, 61.7 FEET
 AH7724'(18.8 M) AZIMUTH 255 DEGREES TO A STOP SIGN AND ROAD SIGN, AND 60.9
 AH7724'FEET (18.6 M) AZIMUTH 285 DEGREES TO A UTILITY POLE WITH LINE NUNMBER
 AH7724'1317 POLE NUMBER 54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2915 ***********************************************************************
 JZ2915  DESIGNATION -  FAIRFIELD MUNICIPAL TANK
 JZ2915  PID         -  JZ2915
 JZ2915  STATE/COUNTY-  OH/GREENE
 JZ2915  USGS QUAD   -  FAIRBORN (1992)
 JZ2915
 JZ2915                         *CURRENT SURVEY CONTROL
 JZ2915  ___________________________________________________________________
 JZ2915* NAD 83(1995)-  39 49 22.82427(N)    084 01 42.81024(W)     ADJUSTED  
 JZ2915* NAVD 88     -                                                        
 JZ2915  ___________________________________________________________________
 JZ2915  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 JZ2915  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JZ2915
 JZ2915  HORZ ORDER  -  THIRD
 JZ2915
 JZ2915.The horizontal coordinates were established by classical geodetic methods
 JZ2915.and adjusted by the National Geodetic Survey in April 1998..
 JZ2915
 JZ2915
 JZ2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2915
 JZ2915.The geoid height was determined by GEOID03.
 JZ2915
 JZ2915;                    North         East     Units Scale Factor Converg.
 JZ2915;SPC OH S     -   203,488.833   469,144.929   MT  0.99996516   -0 58 11.6
 JZ2915;UTM  16      - 4,412,338.374   754,315.730   MT  1.00039632   +1 54 14.3
 JZ2915;UTM  17      - 4,412,502.473   240,795.017   MT  1.00042723   -1 56 26.2
 JZ2915
 JZ2915                          SUPERSEDED SURVEY CONTROL
 JZ2915
 JZ2915  NAD 83(1986)-  39 49 22.83188(N)    084 01 42.81639(W) AD(       ) 4
 JZ2915  NAD 27      -  39 49 22.62400(N)    084 01 43.04900(W) AD(       ) 3
 JZ2915
 JZ2915.Superseded values are not recommended for survey control.
 JZ2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2915.See file dsdata.txt to determine how the superseded data were derived.
 JZ2915
 JZ2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK5431612338(NAD 83)
 JZ2915_MARKER: 51 = TANK
 JZ2915
 JZ2915  HISTORY     - Date     Condition        Report By
 JZ2915  HISTORY     - 1945     FIRST OBSERVED   CGS
 JZ2915  HISTORY     - 1959     GOOD             CGS
 JZ2915  HISTORY     - 20051007 MARK NOT FOUND   INDIV
 JZ2915
 JZ2915                          STATION DESCRIPTION
 JZ2915
 JZ2915'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (WJC)
 JZ2915'TANK IS LOCATED IN AN OPEN LOT AT REAR OF MUNICIPAL BUILDING, BETWEEN
 JZ2915'FIRST AND MAIN STREETS, IN FAIRFIELD.  IT IS SITUATED ON FIRST
 JZ2915'STREET, A HALF BLOCK S OF MIDDLE STREET.  THE TANK IS APPROXIMATELY
 JZ2915'128 FEET IN HEIGHT, PAINTED SILVER, AND WITH THE FOLLOWING
 JZ2915'LEGEND ON E AND W SIDES IN BLACK LETTERS, FAIRFIELD.  THE POINT
 JZ2915'INTERSECTED WAS A BALL FINIAL AT PEAK OF CONICAL ROOF.
 JZ2915
 JZ2915                          STATION RECOVERY (1959)
 JZ2915
 JZ2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 JZ2915'THIS TANK WAS RECOVERED IN GOOD CONDITION.  ACCORDING TO LOCAL
 JZ2915'INFORMATION, THE TANK IS IN THE SAME POSITION AND HAS NOT BEEN
 JZ2915'REBUILT IN ANY WAY SINCE 1945, THE YEAR OF ITS LOCATION.  THE TOWNS
 JZ2915'OF FAIRFIELD AND OSBORN HAVE JOINED TOGETHER AND THE TWO
 JZ2915'TOWNS ARE NOW KNOWN AS FAIRBORN.  THE LEGEND ON THIS TANK NOW READS
 JZ2915'FAIRBORN.  THE MUNICIPAL BUILDING BY THIS TANK IS NOW USED AS
 JZ2915'A FIRE STATION.
 JZ2915
 JZ2915                          STATION RECOVERY (2005)
 JZ2915
 JZ2915'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 JZ2915'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 JZ2915'THE FIRE STATION DESCRIBED IN THE RECOVERY DESCRIPTION OF 1959 IS
 JZ2915'STILL IN USE. DID NOT FIND THE MUNICIPAL TANK.
 JZ2915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1769 ***********************************************************************
 JY1769  DESIGNATION -  FAIRGROUND
 JY1769  PID         -  JY1769
 JY1769  STATE/COUNTY-  OH/GREENE
 JY1769  USGS QUAD   -  XENIA (1994)
 JY1769
 JY1769                         *CURRENT SURVEY CONTROL
 JY1769  ___________________________________________________________________
 JY1769* NAD 83(1995)-  39 43 08.34456(N)    083 57 34.63951(W)     ADJUSTED  
 JY1769* NAVD 88     -       254.5    (meters)     835.     (feet)  GPS OBS   
 JY1769  ___________________________________________________________________
 JY1769  X           -     516,978.448 (meters)                     COMP
 JY1769  Y           -  -4,885,598.929 (meters)                     COMP
 JY1769  Z           -   4,054,176.114 (meters)                     COMP
 JY1769  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 JY1769  ELLIP HEIGHT-         221.44  (meters)          (10/07/05) GPS OBS
 JY1769  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JY1769
 JY1769  HORZ ORDER  -  FIRST
 JY1769  ELLP ORDER  -  FOURTH    CLASS I
 JY1769
 JY1769.The horizontal coordinates were established by GPS observations
 JY1769.and adjusted by the National Geodetic Survey in April 1998..
 JY1769
 JY1769.The orthometric height was determined by GPS observations and a
 JY1769.high-resolution geoid model.
 JY1769
 JY1769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1769
 JY1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1769
 JY1769.The ellipsoidal height was determined by GPS observations
 JY1769.and is referenced to NAD 83.
 JY1769
 JY1769.The geoid height was determined by GEOID03.
 JY1769
 JY1769;                    North         East     Units Scale Factor Converg.
 JY1769;SPC OH S     -   191,843.569   474,859.145   MT  0.99995292   -0 55 34.2
 JY1769;UTM  17      - 4,400,757.001   246,314.088   MT  1.00039240   -1 53 32.2
 JY1769;UTM  16      - 4,400,988.859   760,609.135   MT  1.00043624   +1 56 38.3
 JY1769
 JY1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1769!SPC OH S     -   0.99996526  x   0.99995292  =   0.99991818
 JY1769!UTM  17      -   0.99996526  x   1.00039240  =   1.00035765
 JY1769!UTM  16      -   0.99996526  x   1.00043624  =   1.00040149
 JY1769
 JY1769:                Primary Azimuth Mark                     Grid Az
 JY1769:SPC OH S     -  FAIRGROUND AZ MK                         150 14 37.5
 JY1769:UTM  17      -  FAIRGROUND AZ MK                         151 12 35.5
 JY1769:UTM  16      -  FAIRGROUND AZ MK                         147 22 25.0
 JY1769
 JY1769|---------------------------------------------------------------------|
 JY1769| PID    Reference Object                     Distance      Geod. Az  |
 JY1769|                                                           dddmmss.s |
 JY1769| JY1770 FAIRGROUND AZ MK                    APPROX. 0.8 KM 1491903.3 |
 JY1769|---------------------------------------------------------------------|
 JY1769
 JY1769                          SUPERSEDED SURVEY CONTROL
 JY1769
 JY1769  ELLIP H (04/01/98)  221.53   (m)                       GP(       ) 4 1
 JY1769  NAD 83(1986)-  39 43 08.35084(N)    083 57 34.64808(W) AD(       ) 1
 JY1769
 JY1769.Superseded values are not recommended for survey control.
 JY1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1769.See file dsdata.txt to determine how the superseded data were derived.
 JY1769
 JY1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4631400757(NAD 83)
 JY1769_MARKER: DD = SURVEY DISK
 JY1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1769_SP_SET: CONCRETE POST
 JY1769_STAMPING: FAIRGROUND
 JY1769_MARK LOGO: OH-057
 JY1769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1769+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2001
 JY1769
 JY1769  HISTORY     - Date     Condition        Report By
 JY1769  HISTORY     - 1992     MONUMENTED       GRWAS
 JY1769  HISTORY     - 20011227 GOOD             INDIV
 JY1769
 JY1769                          STATION DESCRIPTION
 JY1769
 JY1769'DESCRIBED BY GRW AERIAL SURVEY 1992
 JY1769'FROM THE INTERSECTION OF NORTH DETROIT STREET (U.S. 62) AND ANKENEY
 JY1769'MILL ROAD (FAIRGROUNDS ROAD) IN XENIA, GO NORTHWEST ON FAIRGROUND
 JY1769'ROAD APPROX. 2.09 MI (3.36 KM) TO THE STATION ON THE RIGHT.
 JY1769'STATION IS LOCATED ON COUNTY ROAD C-20 (FAIRGROUNDS ROAD) 0.57 MI
 JY1769'(0.92 KM) NORTHWEST OF ITS INTERSECTION WITH TOWNSHIP ROAD T-67
 JY1769'(HAWKINS ROAD), ON THE NORTHEAST SIDE, 20.2 FT (6.16 M) NORTHEAST OF
 JY1769'THE ROAD CENTERLINE, 2 FEET SOUTHWEST OF A FENCE, 199.5 FT (60.81 M)
 JY1769'SOUTH-SOUTHEAST OF POWER POLE NUMBER 338468, AND 92 FT (28.04 M)
 JY1769'NORTH-NORTHEAST OF NORTHEAST WOOD POLE OF HIGH TENSION LINES.
 JY1769'MONUMENT IS SET FLUSH WITH THE GROUND.
 JY1769
 JY1769                          STATION RECOVERY (2001)
 JY1769
 JY1769'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RAA)
 JY1769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1770 ***********************************************************************
 JY1770  DESIGNATION -  FAIRGROUND AZ MK
 JY1770  PID         -  JY1770
 JY1770  STATE/COUNTY-  OH/GREENE
 JY1770  USGS QUAD   -  XENIA (1994)
 JY1770
 JY1770                         *CURRENT SURVEY CONTROL
 JY1770  ___________________________________________________________________
 JY1770* NAD 83(1995)-  39 42 45.24470(N)    083 57 16.89329(W)     ADJUSTED  
 JY1770* NAVD 88     -       252.9    (meters)     830.     (feet)  GPS OBS   
 JY1770  ___________________________________________________________________
 JY1770  X           -     517,446.597 (meters)                     COMP
 JY1770  Y           -  -4,886,005.907 (meters)                     COMP
 JY1770  Z           -   4,053,627.039 (meters)                     COMP
 JY1770  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 JY1770  ELLIP HEIGHT-         219.82  (meters)          (10/07/05) GPS OBS
 JY1770  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JY1770
 JY1770  HORZ ORDER  -  FIRST
 JY1770  ELLP ORDER  -  FOURTH    CLASS I
 JY1770
 JY1770.The horizontal coordinates were established by GPS observations
 JY1770.and adjusted by the National Geodetic Survey in April 1998..
 JY1770
 JY1770.The orthometric height was determined by GPS observations and a
 JY1770.high-resolution geoid model.
 JY1770
 JY1770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1770
 JY1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1770
 JY1770.The ellipsoidal height was determined by GPS observations
 JY1770.and is referenced to NAD 83.
 JY1770
 JY1770.The geoid height was determined by GEOID03.
 JY1770
 JY1770;                    North         East     Units Scale Factor Converg.
 JY1770;SPC OH S     -   191,124.442   475,270.264   MT  0.99995227   -0 55 22.9
 JY1770;UTM  17      - 4,400,030.727   246,713.200   MT  1.00038991   -1 53 19.9
 JY1770;UTM  16      - 4,400,290.881   761,055.962   MT  1.00043911   +1 56 48.7
 JY1770
 JY1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1770!SPC OH S     -   0.99996552  x   0.99995227  =   0.99991779
 JY1770!UTM  17      -   0.99996552  x   1.00038991  =   1.00035541
 JY1770!UTM  16      -   0.99996552  x   1.00043911  =   1.00040461
 JY1770
 JY1770:                Primary Azimuth Mark                     Grid Az
 JY1770:SPC OH S     -  FAIRGROUND                               330 14 37.5
 JY1770:UTM  17      -  FAIRGROUND                               331 12 34.5
 JY1770:UTM  16      -  FAIRGROUND                               327 22 25.9
 JY1770
 JY1770|---------------------------------------------------------------------|
 JY1770| PID    Reference Object                     Distance      Geod. Az  |
 JY1770|                                                           dddmmss.s |
 JY1770| JY1769 FAIRGROUND                          APPROX. 0.8 KM 3291914.6 |
 JY1770|---------------------------------------------------------------------|
 JY1770
 JY1770                          SUPERSEDED SURVEY CONTROL
 JY1770
 JY1770  ELLIP H (04/01/98)  219.91   (m)                       GP(       ) 4 1
 JY1770  NAD 83(1986)-  39 42 45.25100(N)    083 57 16.90187(W) AD(       ) 1
 JY1770
 JY1770.Superseded values are not recommended for survey control.
 JY1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1770.See file dsdata.txt to determine how the superseded data were derived.
 JY1770
 JY1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4671300031(NAD 83)
 JY1770_MARKER: DD = SURVEY DISK
 JY1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1770_SP_SET: CONCRETE POST
 JY1770_STAMPING: FAIRGROUND AZI
 JY1770_MARK LOGO: OH-057
 JY1770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1770+STABILITY: SURFACE MOTION
 JY1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1770+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2001
 JY1770
 JY1770  HISTORY     - Date     Condition        Report By
 JY1770  HISTORY     - 1992     MONUMENTED       GRWAS
 JY1770  HISTORY     - 20011227 GOOD             INDIV
 JY1770
 JY1770                          STATION DESCRIPTION
 JY1770
 JY1770'DESCRIBED BY GRW AERIAL SURVEY 1992
 JY1770'AZIMUTH MARK IS LOCATED 0.47 MI (0.76 KM) SOUTHEAST OF THE STATION.
 JY1770'16.6 FT (5.06 M) SOUTHWEST OF THE ROAD CENTERLINE, IN LINE WITH THE
 JY1770'NORTHWEST EDGE OF GRAVEL DRIVE TO THE NORTHEAST, 6.8 FT (2.07 M)
 JY1770'NORTH NORTHWEST OF O.B.T BOX, 39.5 FT (12.04 M) FROM THE CORNER OF THE
 JY1770'SOUTHEAST HEADWALL AT GRAVEL DRIVE, AND 36.5 FT (11.13 M) FROM THE
 JY1770'SOUTHWEST CORNER OF THE SOUTHWEST HEADWALL AT DRIVE.
 JY1770'MONUMENT IS SET FLUSH WITH THE GROUND.
 JY1770
 JY1770                          STATION RECOVERY (2001)
 JY1770
 JY1770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RAA)
 JY1770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2154 ***********************************************************************
 MB2154  DESIGNATION -  FAIRPORT
 MB2154  PID         -  MB2154
 MB2154  STATE/COUNTY-  OH/LAKE
 MB2154  USGS QUAD   -  CHESTERLAND (1994)
 MB2154
 MB2154                         *CURRENT SURVEY CONTROL
 MB2154  ___________________________________________________________________
 MB2154* NAD 83(1995)-  41 46 04.28421(N)    081 16 52.00821(W)     ADJUSTED  
 MB2154* NAVD 88     -       189.     (meters)     620.     (feet)  VERTCON   
 MB2154  ___________________________________________________________________
 MB2154  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 MB2154  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 MB2154
 MB2154  HORZ ORDER  -  SECOND
 MB2154
 MB2154.The horizontal coordinates were established by classical geodetic methods
 MB2154.and adjusted by the National Geodetic Survey in April 1998..
 MB2154
 MB2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2154
 MB2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2154
 MB2154.The geoid height was determined by GEOID03.
 MB2154
 MB2154;                    North         East     Units Scale Factor Converg.
 MB2154;SPC OH N     -   234,045.258   701,349.991   MT  1.00001379   +0 48 02.7
 MB2154;UTM  17      - 4,624,040.327   476,634.421   MT  0.99960672   -0 11 14.1
 MB2154
 MB2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2154!SPC OH N     -   0.99997581  x   1.00001379  =   0.99998960
 MB2154!UTM  17      -   0.99997581  x   0.99960672  =   0.99958254
 MB2154
 MB2154:                Primary Azimuth Mark                     Grid Az
 MB2154:SPC OH N     -  FAIRPORT COE 14                          202 38 43.7
 MB2154:UTM  17      -  FAIRPORT COE 14                          203 38 00.5
 MB2154
 MB2154|---------------------------------------------------------------------|
 MB2154| PID    Reference Object                     Distance      Geod. Az  |
 MB2154|                                                           dddmmss.s |
 MB2154| MB2148 FAIRPORT COE 14                     APPROX. 0.6 KM 2032646.4 |
 MB2154|---------------------------------------------------------------------|
 MB2154
 MB2154                          SUPERSEDED SURVEY CONTROL
 MB2154
 MB2154  NAD 83(1986)-  41 46 04.29327(N)    081 16 52.01322(W) AD(       ) 2
 MB2154  NAD 27      -  41 46 04.14019(N)    081 16 52.64527(W) AD(       ) 2
 MB2154  NGVD 29 (07/19/86)  189.     (m)          620.     (f) VERT ANG       
 MB2154
 MB2154.Superseded values are not recommended for survey control.
 MB2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2154.See file dsdata.txt to determine how the superseded data were derived.
 MB2154
 MB2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7663424040(NAD 83)
 MB2154_MARKER: DD = SURVEY DISK
 MB2154_SETTING: 0 = UNSPECIFIED SETTING
 MB2154
 MB2154  HISTORY     - Date     Condition        Report By
 MB2154  HISTORY     - 1974     MONUMENTED       USLS
 MB2154  HISTORY     - 19940904 MARK NOT FOUND   USPSQD
 MB2154
 MB2154                          STATION DESCRIPTION
 MB2154
 MB2154'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2154'SECOND ORDER FROM EODM TRAVERSE STATION--CLEVELAND - BUFFALO SCHEME
 MB2154'
 MB2154'THE STATION IS LOCATED ON THE SOUTHERN SHORE OF LAKE ERIE,
 MB2154'IN FAIRPORT HARBOR, ATOP THE FAIRPORT HARBOR LIGHTHOUSE.
 MB2154'
 MB2154'TO REACH THE STATION FROM THE PAINESVILLE/FAIRPORT HARBOR AREA,
 MB2154'PROCEED WEST ON STATE HIGHWAY 283 FOR 2.0 MILES TO THE ROAD JUST
 MB2154'EAST OF HANDLANDS STATE PARKS MAIN ENTRANCE AND MARKED AS THE
 MB2154'ACCESS TO THE COAST GUARD STATION.  TURN RIGHT, NORTH AND
 MB2154'PROCEED TO THE FAIRPORT HARBOR COAST GUARD STATION.  ON FOOT,
 MB2154'PROCEED NORTHERLY ALONG THE COAST TO THE BREAKWALL WHICH EXTENDS
 MB2154'APPROXIMATELY 0.3 MILES TO FAIRPORT HARBOR LIGHT.  AT THE LIGHT
 MB2154'PROCEED UP THE STAIRS TO THE BEACON AND THE STATION LOCATED
 MB2154'DIRECTLY OUTSIDE THE ONLY DOOR LEADING FROM THE BEACON TO THE
 MB2154'CATWALK OUTSIDE.
 MB2154'
 MB2154'THE STATION MARK IS A STANDARD BRONZE DISK, EPOXIED FLUSH
 MB2154'ATOP THE STEEL CATWALK, STAMPED FAIRPORT LSC 1974.
 MB2154'
 MB2154'REFERENCE MARK 1 IS A STANDARD DISK EPOXIED FLUSH ATOP THE
 MB2154'SAME STEEL CATWALK, STAMPED FAIRPORT LSC NO. 1, AND IS
 MB2154'LOCATED 8.82 FEET NORTH OF THE MARK.
 MB2154'
 MB2154'REFERENCE MARK 2 IS A STANDARD DISK EPOXIED FLUSH ATOP THE
 MB2154'SAME STEEL CATWALK, STAMPED FAIRPORT LSC NO. 2, AND IS LOCATED
 MB2154'9.22 FEET WEST OF THE MARK.
 MB2154'
 MB2154'VISIBILITY IS BLOCKED BY THE BEACON TO THE NORTHWEST.  THE
 MB2154'KEY TO THE LIGHTHOUSE MUST BE OBTAINED FROM THE COAST GUARD
 MB2154'STATION.
 MB2154'
 MB2154'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MB2154
 MB2154                          STATION RECOVERY (1994)
 MB2154
 MB2154'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2150 ***********************************************************************
 MB2150  DESIGNATION -  FAIRPORT 119
 MB2150  PID         -  MB2150
 MB2150  STATE/COUNTY-  OH/LAKE
 MB2150  USGS QUAD   -  CHESTERLAND (1994)
 MB2150
 MB2150                         *CURRENT SURVEY CONTROL
 MB2150  ___________________________________________________________________
 MB2150* NAD 83(1995)-  41 46 03.23697(N)    081 15 21.31596(W)     ADJUSTED  
 MB2150* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 MB2150  ___________________________________________________________________
 MB2150  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 MB2150  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB2150
 MB2150  HORZ ORDER  -  SECOND
 MB2150
 MB2150.The horizontal coordinates were established by classical geodetic methods
 MB2150.and adjusted by the National Geodetic Survey in April 1998..
 MB2150
 MB2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2150
 MB2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2150
 MB2150.The geoid height was determined by GEOID03.
 MB2150
 MB2150;                    North         East     Units Scale Factor Converg.
 MB2150;SPC OH N     -   234,042.529   703,445.042   MT  1.00001373   +0 49 02.3
 MB2150;UTM  17      - 4,624,001.494   478,728.259   MT  0.99960557   -0 10 13.7
 MB2150
 MB2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2150!SPC OH N     -   0.99997800  x   1.00001373  =   0.99999173
 MB2150!UTM  17      -   0.99997800  x   0.99960557  =   0.99958358
 MB2150
 MB2150:                Primary Azimuth Mark                     Grid Az
 MB2150:SPC OH N     -  FAIRPORT                                 270 04 29.1
 MB2150:UTM  17      -  FAIRPORT                                 271 03 45.1
 MB2150
 MB2150|---------------------------------------------------------------------|
 MB2150| PID    Reference Object                     Distance      Geod. Az  |
 MB2150|                                                           dddmmss.s |
 MB2150| MB2154 FAIRPORT                            APPROX. 2.1 KM 2705331.4 |
 MB2150|---------------------------------------------------------------------|
 MB2150
 MB2150                          SUPERSEDED SURVEY CONTROL
 MB2150
 MB2150  NAD 83(1986)-  41 46 03.24577(N)    081 15 21.32099(W) AD(       ) 2
 MB2150  NAD 27      -  41 46 03.09517(N)    081 15 21.95593(W) AD(       ) 2
 MB2150  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 MB2150
 MB2150.Superseded values are not recommended for survey control.
 MB2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2150.See file dsdata.txt to determine how the superseded data were derived.
 MB2150
 MB2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7872824001(NAD 83)
 MB2150_MARKER: DB = BENCH MARK DISK
 MB2150_SETTING: 0 = UNSPECIFIED SETTING
 MB2150_STAMPING: BM119
 MB2150_MARK LOGO: USLS  
 MB2150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2150
 MB2150  HISTORY     - Date     Condition        Report By
 MB2150  HISTORY     - 1974     MONUMENTED       USLS
 MB2150  HISTORY     - 19940904 MARK NOT FOUND   USPSQD
 MB2150
 MB2150                          STATION DESCRIPTION
 MB2150
 MB2150'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2150'THIRD ORDER, CLASS II EDM TRAVERSE STATION - POSITIONED DIRECTLY
 MB2150'FROM FAIRPORT LSC, 1974
 MB2150'
 MB2150'STATION IS LOCATED IN FAIRPORT HARBOR, ON THE EASTERN END OF THE
 MB2150'EAST BREAKWALL, NORTHWEST OF THE EAST END LIGHT.
 MB2150'
 MB2150'STATION IS A BRONZE DISK MARKED BM119.
 MB2150
 MB2150                          STATION RECOVERY (1994)
 MB2150
 MB2150'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2148 ***********************************************************************
 MB2148  DESIGNATION -  FAIRPORT COE 14
 MB2148  PID         -  MB2148
 MB2148  STATE/COUNTY-  OH/LAKE
 MB2148  USGS QUAD   -  CHESTERLAND (1994)
 MB2148
 MB2148                         *CURRENT SURVEY CONTROL
 MB2148  ___________________________________________________________________
 MB2148* NAD 83(1995)-  41 45 47.43283(N)    081 17 01.76957(W)     ADJUSTED  
 MB2148* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 MB2148  ___________________________________________________________________
 MB2148  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 MB2148  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 MB2148
 MB2148  HORZ ORDER  -  THIRD
 MB2148
 MB2148.The horizontal coordinates were established by classical geodetic methods
 MB2148.and adjusted by the National Geodetic Survey in April 1998..
 MB2148.No horizontal observational check was made to the station.
 MB2148
 MB2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2148
 MB2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2148
 MB2148.The geoid height was determined by GEOID03.
 MB2148
 MB2148;                    North         East     Units Scale Factor Converg.
 MB2148;SPC OH N     -   233,522.249   701,131.796   MT  1.00001279   +0 47 56.3
 MB2148;UTM  17      - 4,623,521.369   476,407.333   MT  0.99960685   -0 11 20.6
 MB2148
 MB2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2148!SPC OH N     -   0.99997785  x   1.00001279  =   0.99999063
 MB2148!UTM  17      -   0.99997785  x   0.99960685  =   0.99958470
 MB2148
 MB2148                          SUPERSEDED SURVEY CONTROL
 MB2148
 MB2148  NAD 83(1986)-  41 45 47.44188(N)    081 17 01.77455(W) AD(       ) 3
 MB2148  NAD 27      -  41 45 47.28849(N)    081 17 02.40580(W) AD(       ) 3
 MB2148  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 MB2148
 MB2148.Superseded values are not recommended for survey control.
 MB2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2148.See file dsdata.txt to determine how the superseded data were derived.
 MB2148
 MB2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7640723521(NAD 83)
 MB2148_MARKER: Z = SEE DESCRIPTION
 MB2148_SETTING: 0 = UNSPECIFIED SETTING
 MB2148_MARK LOGO: USLS  
 MB2148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2148
 MB2148  HISTORY     - Date     Condition        Report By
 MB2148  HISTORY     - 1974     MONUMENTED       USE
 MB2148
 MB2148                          STATION DESCRIPTION
 MB2148
 MB2148'DESCRIBED BY US ENGINEERS 1974 (RES)
 MB2148'THIRD ORDER, CLASS II EDM TRAVERSE STATION - POSITIONED DIRECTLY
 MB2148'FROM FAIRPORT LSC, 1974
 MB2148'
 MB2148'STATION IS LOCATED AT THE BASE OF THE WEST BREAKWALL ATOP THE
 MB2148'RIP RAP BREAKWALL ON THE EASTERN SIDE.  VISIBILITY IS LIMITED
 MB2148'BY TREES TO WITHIN THE HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2144 ***********************************************************************
 MB2144  DESIGNATION -  FAIRPORT COE 201
 MB2144  PID         -  MB2144
 MB2144  STATE/COUNTY-  OH/LAKE
 MB2144  USGS QUAD   -  CHESTERLAND (1994)
 MB2144
 MB2144                         *CURRENT SURVEY CONTROL
 MB2144  ___________________________________________________________________
 MB2144* NAD 83(1995)-  41 45 36.22014(N)    081 16 47.12706(W)     ADJUSTED  
 MB2144* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 MB2144  ___________________________________________________________________
 MB2144  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 MB2144  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB2144
 MB2144  HORZ ORDER  -  THIRD
 MB2144
 MB2144.The horizontal coordinates were established by classical geodetic methods
 MB2144.and adjusted by the National Geodetic Survey in April 1998..
 MB2144.No horizontal observational check was made to the station.
 MB2144
 MB2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2144
 MB2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2144
 MB2144.The geoid height was determined by GEOID03.
 MB2144
 MB2144;                    North         East     Units Scale Factor Converg.
 MB2144;SPC OH N     -   233,181.064   701,474.838   MT  1.00001213   +0 48 05.9
 MB2144;UTM  17      - 4,623,174.461   476,744.304   MT  0.99960666   -0 11 10.8
 MB2144
 MB2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2144!SPC OH N     -   0.99997800  x   1.00001213  =   0.99999013
 MB2144!UTM  17      -   0.99997800  x   0.99960666  =   0.99958467
 MB2144
 MB2144                          SUPERSEDED SURVEY CONTROL
 MB2144
 MB2144  NAD 83(1986)-  41 45 36.22921(N)    081 16 47.13202(W) AD(       ) 3
 MB2144  NAD 27      -  41 45 36.07594(N)    081 16 47.76342(W) AD(       ) 3
 MB2144  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 MB2144
 MB2144.Superseded values are not recommended for survey control.
 MB2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2144.See file dsdata.txt to determine how the superseded data were derived.
 MB2144
 MB2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7674423174(NAD 83)
 MB2144_MARKER: DD = SURVEY DISK
 MB2144_SETTING: 0 = UNSPECIFIED SETTING
 MB2144_MARK LOGO: USLS  
 MB2144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2144
 MB2144  HISTORY     - Date     Condition        Report By
 MB2144  HISTORY     - 1974     MONUMENTED       USE
 MB2144  HISTORY     - 19940904 GOOD             USPSQD
 MB2144  HISTORY     - 20050124 MARK NOT FOUND   USACE
 MB2144
 MB2144                          STATION DESCRIPTION
 MB2144
 MB2144'DESCRIBED BY US ENGINEERS 1974 (RES)
 MB2144'THIRD ORDER, CLASS II EDM TRAVERSE STATION - POSITIONED DIRECT
 MB2144'FROM FAIRPORT LSC, 1974
 MB2144'
 MB2144'STATION IS LOCATED IN FAIRPORT HARBOR ATOP THE EAST PIER, JUST
 MB2144'SOUTH OF THE EAST PIERHEAD LIGHT.  STATION IS A STANDARD
 MB2144'C.O.E. BRONZE DISK SET FLUSH INTO THE CONCRETE.
 MB2144
 MB2144                          STATION RECOVERY (1994)
 MB2144
 MB2144'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2144'RECOVERED IN GOOD CONDITION.
 MB2144
 MB2144                          STATION RECOVERY (2005)
 MB2144
 MB2144'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (RGG)
 MB2144'NOT RECOVERED, NOT FOUND.  PIER THAT ORIGINAL MARK WAS ON HAS BEEN
 MB2144'TOTAL REPLACED, MARK TOTALLY LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2153 ***********************************************************************
 MB2153  DESIGNATION -  FAIRPORT COE 202
 MB2153  PID         -  MB2153
 MB2153  STATE/COUNTY-  OH/LAKE
 MB2153  USGS QUAD   -  CHESTERLAND (1994)
 MB2153
 MB2153                         *CURRENT SURVEY CONTROL
 MB2153  ___________________________________________________________________
 MB2153* NAD 83(1995)-  41 45 41.85122(N)    081 16 47.53684(W)     ADJUSTED  
 MB2153* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 MB2153  ___________________________________________________________________
 MB2153  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 MB2153  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB2153
 MB2153  HORZ ORDER  -  THIRD
 MB2153
 MB2153.The horizontal coordinates were established by classical geodetic methods
 MB2153.and adjusted by the National Geodetic Survey in April 1998..
 MB2153.No horizontal observational check was made to the station.
 MB2153
 MB2153.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2153
 MB2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2153
 MB2153.The geoid height was determined by GEOID03.
 MB2153
 MB2153;                    North         East     Units Scale Factor Converg.
 MB2153;SPC OH N     -   233,354.649   701,462.943   MT  1.00001247   +0 48 05.6
 MB2153;UTM  17      - 4,623,348.155   476,735.407   MT  0.99960666   -0 11 11.1
 MB2153
 MB2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2153!SPC OH N     -   0.99997800  x   1.00001247  =   0.99999047
 MB2153!UTM  17      -   0.99997800  x   0.99960666  =   0.99958467
 MB2153
 MB2153                          SUPERSEDED SURVEY CONTROL
 MB2153
 MB2153  NAD 83(1986)-  41 45 41.86029(N)    081 16 47.54181(W) AD(       ) 3
 MB2153  NAD 27      -  41 45 41.70707(N)    081 16 48.17336(W) AD(       ) 3
 MB2153  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 MB2153
 MB2153.Superseded values are not recommended for survey control.
 MB2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2153.See file dsdata.txt to determine how the superseded data were derived.
 MB2153
 MB2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7673523348(NAD 83)
 MB2153_MARKER: DD = SURVEY DISK
 MB2153_SETTING: 0 = UNSPECIFIED SETTING
 MB2153_MARK LOGO: USLS  
 MB2153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2153
 MB2153  HISTORY     - Date     Condition        Report By
 MB2153  HISTORY     - 1974     MONUMENTED       USE
 MB2153  HISTORY     - 19940904 MARK NOT FOUND   USPSQD
 MB2153
 MB2153                          STATION DESCRIPTION
 MB2153
 MB2153'DESCRIBED BY US ENGINEERS 1974 (RES)
 MB2153'THIRD ORDER, CLASS II EDM TRAVERSE STATION - POSITIONED DIRECT
 MB2153'FROM FAIRPORT LSC, 1974
 MB2153'
 MB2153'STATION IS LOCATED IN FAIRPORT HARBOR ATOP THE EASTERN WHARF
 MB2153'OR THE GRAND RIVER.  THE STATION MARK IS A STANDARD C.O.E. BRONZE
 MB2153'DISC SET FLUSH INTO THE CONCRETE AND STAMPED 202.
 MB2153
 MB2153                          STATION RECOVERY (1994)
 MB2153
 MB2153'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2147 ***********************************************************************
 MB2147  DESIGNATION -  FAIRPORT HBR CG RAD MAST
 MB2147  PID         -  MB2147
 MB2147  STATE/COUNTY-  OH/LAKE
 MB2147  USGS QUAD   -  CHESTERLAND (1994)
 MB2147
 MB2147                         *CURRENT SURVEY CONTROL
 MB2147  ___________________________________________________________________
 MB2147* NAD 83(1995)-  41 45 36.25400(N)    081 16 53.40176(W)     ADJUSTED  
 MB2147* NAVD 88     -                                                        
 MB2147  ___________________________________________________________________
 MB2147  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 MB2147  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB2147
 MB2147  HORZ ORDER  -  THIRD
 MB2147
 MB2147.The horizontal coordinates were established by classical geodetic methods
 MB2147.and adjusted by the National Geodetic Survey in April 1998..
 MB2147.No horizontal observational check was made to the station.
 MB2147
 MB2147
 MB2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2147
 MB2147.The geoid height was determined by GEOID03.
 MB2147
 MB2147;                    North         East     Units Scale Factor Converg.
 MB2147;SPC OH N     -   233,180.082   701,329.888   MT  1.00001214   +0 48 01.8
 MB2147;UTM  17      - 4,623,175.978   476,599.418   MT  0.99960674   -0 11 14.9
 MB2147
 MB2147                          SUPERSEDED SURVEY CONTROL
 MB2147
 MB2147  NAD 83(1986)-  41 45 36.26320(N)    081 16 53.40694(W) AD(       ) 4
 MB2147  NAD 27      -  41 45 36.10981(N)    081 16 54.03758(W) AD(       ) 3
 MB2147
 MB2147.Superseded values are not recommended for survey control.
 MB2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2147.See file dsdata.txt to determine how the superseded data were derived.
 MB2147
 MB2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7659923176(NAD 83)
 MB2147_MARKER: 42 = RADIO/TV MAST
 MB2147
 MB2147  HISTORY     - Date     Condition        Report By
 MB2147  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2147  HISTORY     - 19940904 GOOD             USPSQD
 MB2147
 MB2147                          STATION DESCRIPTION
 MB2147
 MB2147'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2147'THE OBJECT IS THE COAST GUARD RADIO MAST IN FAIRPORT HARBOR.  IT
 MB2147'IS A TRAPEZOIDAL SHAPE STRUCTURE MADE OUT OF STEEL.  THE STRUCTURE
 MB2147'IS 75 FEET ABOVE THE WATER.  THERE IS AN ANTENNAE AT THE TOP OF
 MB2147'THE STRUCTURE.  THE POINT OF INTERSECTION IS THE TOP OF THE
 MB2147'STRUCTURE.
 MB2147'
 MB2147'STATION POSITIONED BY DIRECT RANGE/AZIMUTH OBSERVATIONS FROM
 MB2147'FAIRPORT LSC 1974.
 MB2147
 MB2147                          STATION RECOVERY (1994)
 MB2147
 MB2147'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2143 ***********************************************************************
 MB2143  DESIGNATION -  FAIRPORT HBR E BRKWTR LT
 MB2143  PID         -  MB2143
 MB2143  STATE/COUNTY-  OH/LAKE
 MB2143  USGS QUAD   -  CHESTERLAND (1994)
 MB2143
 MB2143                         *CURRENT SURVEY CONTROL
 MB2143  ___________________________________________________________________
 MB2143* NAD 83(1995)-  41 46 04.30770(N)    081 16 43.71679(W)     ADJUSTED  
 MB2143* NAVD 88     -                                                        
 MB2143  ___________________________________________________________________
 MB2143  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 MB2143  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 MB2143
 MB2143  HORZ ORDER  -  THIRD
 MB2143
 MB2143.The horizontal coordinates were established by classical geodetic methods
 MB2143.and adjusted by the National Geodetic Survey in April 1998..
 MB2143.No horizontal observational check was made to the station.
 MB2143
 MB2143
 MB2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2143
 MB2143.The geoid height was determined by GEOID03.
 MB2143
 MB2143;                    North         East     Units Scale Factor Converg.
 MB2143;SPC OH N     -   234,048.662   701,541.476   MT  1.00001379   +0 48 08.1
 MB2143;UTM  17      - 4,624,040.429   476,825.859   MT  0.99960661   -0 11 08.6
 MB2143
 MB2143                          SUPERSEDED SURVEY CONTROL
 MB2143
 MB2143  NAD 83(1986)-  41 46 04.31674(N)    081 16 43.72159(W) AD(       ) 4
 MB2143  NAD 27      -  41 46 04.16390(N)    081 16 44.35411(W) AD(       ) 3
 MB2143
 MB2143.Superseded values are not recommended for survey control.
 MB2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2143.See file dsdata.txt to determine how the superseded data were derived.
 MB2143
 MB2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7682624040(NAD 83)
 MB2143_MARKER: 14 = NAVIGATION LIGHT
 MB2143
 MB2143  HISTORY     - Date     Condition        Report By
 MB2143  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2143  HISTORY     - 19940904 GOOD             USPSQD
 MB2143
 MB2143                          STATION DESCRIPTION
 MB2143
 MB2143'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2143'THE OBJECT IS THE EAST BREAKWATER LIGHT ON THE NORTHWEST END OF
 MB2143'THE EAST BREAKWATER IN FAIRPORT HARBOR.  IT IS A FLASHING GREEN
 MB2143'LIGHT LOCATED 25 FEET ABOVE THE WATER SURFACE, ATOP A STEEL
 MB2143'TOWER WHICH RESTS ON FOUR SMALL CONCRETE BLOCKS WHICH IN TURN
 MB2143'REST ON A CONCRETE CAISSON.  THE POINT OF INTERSECTION IS THE
 MB2143'CENTERLINE OF THE LIGHT.
 MB2143'
 MB2143'STATION POSITIONED BY DIRECT RANGE/AZIMUTH FROM FAIRPORT LSC, 1974.
 MB2143
 MB2143                          STATION RECOVERY (1994)
 MB2143
 MB2143'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2151 ***********************************************************************
 MB2151  DESIGNATION -  FAIRPORT HBR E BRKWTR E END LT
 MB2151  PID         -  MB2151
 MB2151  STATE/COUNTY-  OH/LAKE
 MB2151  USGS QUAD   -  CHESTERLAND (1994)
 MB2151
 MB2151                         *CURRENT SURVEY CONTROL
 MB2151  ___________________________________________________________________
 MB2151* NAD 83(1995)-  41 46 03.25868(N)    081 15 21.33896(W)     ADJUSTED  
 MB2151* NAVD 88     -                                                        
 MB2151  ___________________________________________________________________
 MB2151  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 MB2151  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB2151
 MB2151  HORZ ORDER  -  THIRD
 MB2151
 MB2151.The horizontal coordinates were established by classical geodetic methods
 MB2151.and adjusted by the National Geodetic Survey in April 1998..
 MB2151.No horizontal observational check was made to the station.
 MB2151
 MB2151
 MB2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2151
 MB2151.The geoid height was determined by GEOID03.
 MB2151
 MB2151;                    North         East     Units Scale Factor Converg.
 MB2151;SPC OH N     -   234,043.191   703,444.501   MT  1.00001373   +0 49 02.3
 MB2151;UTM  17      - 4,624,002.165   478,727.730   MT  0.99960557   -0 10 13.7
 MB2151
 MB2151                          SUPERSEDED SURVEY CONTROL
 MB2151
 MB2151  NAD 83(1986)-  41 46 03.26756(N)    081 15 21.34178(W) AD(       ) 4
 MB2151  NAD 27      -  41 46 03.11660(N)    081 15 21.97894(W) AD(       ) 3
 MB2151
 MB2151.Superseded values are not recommended for survey control.
 MB2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2151.See file dsdata.txt to determine how the superseded data were derived.
 MB2151
 MB2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7872824002(NAD 83)
 MB2151_MARKER: 14 = NAVIGATION LIGHT
 MB2151
 MB2151  HISTORY     - Date     Condition        Report By
 MB2151  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2151  HISTORY     - 19940904 GOOD             USPSQD
 MB2151
 MB2151                          STATION DESCRIPTION
 MB2151
 MB2151'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2151'THE OBJECT IS THE EAST BREAKWATER EAST END LIGHT LOCATED ON THE
 MB2151'EAST END OF THE EAST BREAKWATER IN FAIRPORT HARBOR.  IT IS A
 MB2151'FLASHING WHITE LIGHT 30 FEET ABOVE THE WATER SURFACE, ATOP A
 MB2151'STEEL TOWER WHICH RESTS ON A BLOCK OF THE RIP RAP
 MB2151'BREAKWATER.  THE POINT OF INTERSECTION IS THE CENTERLINE OF
 MB2151'THE LIGHT.
 MB2151'
 MB2151'STATION POSITIONED DIRECT BY RANGE/AZIMUTH FROM FAIRPORT
 MB2151'LSC 1974.
 MB2151
 MB2151                          STATION RECOVERY (1994)
 MB2151
 MB2151'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2152 ***********************************************************************
 MB2152  DESIGNATION -  FAIRPORT HBR EAST PIER LT
 MB2152  PID         -  MB2152
 MB2152  STATE/COUNTY-  OH/LAKE
 MB2152  USGS QUAD   -  CHESTERLAND (1994)
 MB2152
 MB2152                         *CURRENT SURVEY CONTROL
 MB2152  ___________________________________________________________________
 MB2152* NAD 83(1995)-  41 45 41.78005(N)    081 16 47.50204(W)     ADJUSTED  
 MB2152* NAVD 88     -                                                        
 MB2152  ___________________________________________________________________
 MB2152  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 MB2152  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB2152
 MB2152  HORZ ORDER  -  THIRD
 MB2152
 MB2152.The horizontal coordinates were established by classical geodetic methods
 MB2152.and adjusted by the National Geodetic Survey in April 1998..
 MB2152.No horizontal observational check was made to the station.
 MB2152
 MB2152
 MB2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2152
 MB2152.The geoid height was determined by GEOID03.
 MB2152
 MB2152;                    North         East     Units Scale Factor Converg.
 MB2152;SPC OH N     -   233,352.465   701,463.777   MT  1.00001246   +0 48 05.7
 MB2152;UTM  17      - 4,623,345.957   476,736.203   MT  0.99960666   -0 11 11.0
 MB2152
 MB2152                          SUPERSEDED SURVEY CONTROL
 MB2152
 MB2152  NAD 83(1986)-  41 45 41.78855(N)    081 16 47.50700(W) AD(       ) 4
 MB2152  NAD 27      -  41 45 41.63591(N)    081 16 48.13833(W) AD(       ) 3
 MB2152
 MB2152.Superseded values are not recommended for survey control.
 MB2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2152.See file dsdata.txt to determine how the superseded data were derived.
 MB2152
 MB2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7673623346(NAD 83)
 MB2152_MARKER: 14 = NAVIGATION LIGHT
 MB2152
 MB2152  HISTORY     - Date     Condition        Report By
 MB2152  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2152  HISTORY     - 19940904 GOOD             USPSQD
 MB2152
 MB2152                          STATION DESCRIPTION
 MB2152
 MB2152'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2152'THE OBJECT IS THE EAST PIER LIGHT LOCATED ON THE EAST SIDE OF
 MB2152'THE GRAND RIVERS MOUTH IN FAIRPORT HARBOR.  IT IS A GREEN
 MB2152'LIGHT 15 FEET ABOVE THE WATER SURFACE ATOP A STEEL POLE.  THE
 MB2152'POLE HAS A LADDER ATTACHED TO THE WESTERN SIDE.  THE POINT OF
 MB2152'INTERSECTION IS THE CENTERLINE OF THE LIGHT.
 MB2152'
 MB2152'STATION POSITIONED DIRECT BY RANGE/AZIMUTH FROM FAIRPORT LSC 1974.
 MB2152
 MB2152                          STATION RECOVERY (1994)
 MB2152
 MB2152'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2141 ***********************************************************************
 MB2141  DESIGNATION -  FAIRPORT HBR OLD FAIRPORT LH
 MB2141  PID         -  MB2141
 MB2141  STATE/COUNTY-  OH/LAKE
 MB2141  USGS QUAD   -  CHESTERLAND (1994)
 MB2141
 MB2141                         *CURRENT SURVEY CONTROL
 MB2141  ___________________________________________________________________
 MB2141* NAD 83(1995)-  41 45 24.90350(N)    081 16 38.38680(W)     ADJUSTED  
 MB2141* NAVD 88     -                                                        
 MB2141  ___________________________________________________________________
 MB2141  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 MB2141  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 MB2141
 MB2141  HORZ ORDER  -  THIRD
 MB2141
 MB2141.The horizontal coordinates were established by classical geodetic methods
 MB2141.and adjusted by the National Geodetic Survey in April 1998..
 MB2141.No horizontal observational check was made to the station.
 MB2141
 MB2141
 MB2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2141
 MB2141.The geoid height was determined by GEOID03.
 MB2141
 MB2141;                    North         East     Units Scale Factor Converg.
 MB2141;SPC OH N     -   232,834.776   701,681.619   MT  1.00001147   +0 48 11.6
 MB2141;UTM  17      - 4,622,824.801   476,945.002   MT  0.99960654   -0 11 04.9
 MB2141
 MB2141                          SUPERSEDED SURVEY CONTROL
 MB2141
 MB2141  NAD 83(1986)-  41 45 24.91277(N)    081 16 38.39182(W) AD(       ) 4
 MB2141  NAD 27      -  41 45 24.75932(N)    081 16 39.02311(W) AD(       ) 3
 MB2141
 MB2141.Superseded values are not recommended for survey control.
 MB2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2141.See file dsdata.txt to determine how the superseded data were derived.
 MB2141
 MB2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7694522825(NAD 83)
 MB2141_MARKER: 13 = LIGHTHOUSE
 MB2141
 MB2141  HISTORY     - Date     Condition        Report By
 MB2141  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2141  HISTORY     - 19940904 GOOD             USPSQD
 MB2141
 MB2141                          STATION DESCRIPTION
 MB2141
 MB2141'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2141'THE OBJECT IS THE OLD FAIRPORT LIGHTHOUSE LOCATED ON THE BLUFF
 MB2141'IN FAIRPORT HARBOR.  THE LIGHTHOUSE IS CONSTRUCTED OF LIMESTONE
 MB2141'BLOCK AND IS SHAPED AS A TAPERED CYLINDER.  THE INTERSECTION
 MB2141'POINT IS THE TIP OF THE LIGHTING ARRESTER.
 MB2141'
 MB2141'STATION POSITIONED BY DIRECT RANGE/AZIMUTH OBSERVATIONS FROM
 MB2141'FAIRPORT LSC 1974.
 MB2141
 MB2141                          STATION RECOVERY (1994)
 MB2141
 MB2141'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2122 ***********************************************************************
 MB2122  DESIGNATION -  FAIRPORT HBR RADIO RELAY TOWER
 MB2122  PID         -  MB2122
 MB2122  STATE/COUNTY-  OH/LAKE
 MB2122  USGS QUAD   -  PERRY (1994)
 MB2122
 MB2122                         *CURRENT SURVEY CONTROL
 MB2122  ___________________________________________________________________
 MB2122* NAD 83(1995)-  41 45 38.56990(N)    081 13 26.36339(W)     ADJUSTED  
 MB2122* NAVD 88     -                                                        
 MB2122  ___________________________________________________________________
 MB2122  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 MB2122  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MB2122
 MB2122  HORZ ORDER  -  THIRD
 MB2122
 MB2122.The horizontal coordinates were established by classical geodetic methods
 MB2122.and adjusted by the National Geodetic Survey in April 1998..
 MB2122.No horizontal observational check was made to the station.
 MB2122
 MB2122
 MB2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2122
 MB2122.The geoid height was determined by GEOID03.
 MB2122
 MB2122;                    North         East     Units Scale Factor Converg.
 MB2122;SPC OH N     -   233,319.921   706,111.071   MT  1.00001227   +0 50 17.8
 MB2122;UTM  17      - 4,623,233.355   481,380.355   MT  0.99960427   -0 08 57.1
 MB2122
 MB2122                          SUPERSEDED SURVEY CONTROL
 MB2122
 MB2122  NAD 83(1986)-  41 45 38.57877(N)    081 13 26.36982(W) AD(       ) 4
 MB2122  NAD 27      -  41 45 38.43104(N)    081 13 27.00722(W) AD(       ) 3
 MB2122
 MB2122.Superseded values are not recommended for survey control.
 MB2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2122.See file dsdata.txt to determine how the superseded data were derived.
 MB2122
 MB2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8138023233(NAD 83)
 MB2122_MARKER: 45 = MICROWAVE TOWER
 MB2122
 MB2122  HISTORY     - Date     Condition        Report By
 MB2122  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2122  HISTORY     - 19940731 GOOD             USPSQD
 MB2122
 MB2122                          STATION DESCRIPTION
 MB2122
 MB2122'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2122'THE OBJECT IS THE RADIO RELAY TOWER EAST OF FAIRPORT HARBOR
 MB2122'NEAR THE SHORE OF LAKE ERIE.  THE TOWER IS OF STEEL CONSTRUCTION
 MB2122'AND HAS FOUR MICROWAVE ANTENNAES LOCATED AT THE TOP.  THE
 MB2122'POINT OF INTERSECTION IS THE CENTERLINE OF THE TOWER.
 MB2122'
 MB2122'STATION POSITIONED DIRECT BY ANGLES TURNED FROM FAIRPORT LSC
 MB2122'1974 AND BM119 LSC.
 MB2122
 MB2122                          STATION RECOVERY (1994)
 MB2122
 MB2122'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2142 ***********************************************************************
 MB2142  DESIGNATION -  FAIRPORT HBR USI TANK
 MB2142  PID         -  MB2142
 MB2142  STATE/COUNTY-  OH/LAKE
 MB2142  USGS QUAD   -  CHESTERLAND (1994)
 MB2142
 MB2142                         *CURRENT SURVEY CONTROL
 MB2142  ___________________________________________________________________
 MB2142* NAD 83(1995)-  41 45 18.57781(N)    081 16 40.27010(W)     ADJUSTED  
 MB2142* NAVD 88     -                                                        
 MB2142  ___________________________________________________________________
 MB2142  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 MB2142  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 MB2142
 MB2142  HORZ ORDER  -  THIRD
 MB2142
 MB2142.The horizontal coordinates were established by classical geodetic methods
 MB2142.and adjusted by the National Geodetic Survey in April 1998..
 MB2142.No horizontal observational check was made to the station.
 MB2142
 MB2142
 MB2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2142
 MB2142.The geoid height was determined by GEOID03.
 MB2142
 MB2142;                    North         East     Units Scale Factor Converg.
 MB2142;SPC OH N     -   232,639.021   701,640.850   MT  1.00001110   +0 48 10.4
 MB2142;UTM  17      - 4,622,629.857   476,900.882   MT  0.99960657   -0 11 06.1
 MB2142
 MB2142                          SUPERSEDED SURVEY CONTROL
 MB2142
 MB2142  NAD 83(1986)-  41 45 18.58699(N)    081 16 40.27536(W) AD(       ) 4
 MB2142  NAD 27      -  41 45 18.43379(N)    081 16 40.90556(W) AD(       ) 3
 MB2142
 MB2142.Superseded values are not recommended for survey control.
 MB2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2142.See file dsdata.txt to determine how the superseded data were derived.
 MB2142
 MB2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7690122630(NAD 83)
 MB2142_MARKER: 53 = ELEVATED TANK
 MB2142
 MB2142  HISTORY     - Date     Condition        Report By
 MB2142  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2142  HISTORY     - 19940904 GOOD             USPSQD
 MB2142
 MB2142                          STATION DESCRIPTION
 MB2142
 MB2142'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2142'THE OBJECT IS THE U.S.I. TANK LOCATED IN SOUTHERN FAIRPORT
 MB2142'HARBOR.  IT IS A ELEVATED METAL TANK SUPPORTED BY FOUR
 MB2142'LEGS.  THE INTERSECTION POINT IS THE H.V.P. ON THE TOP OF THE
 MB2142'TANK.
 MB2142'
 MB2142'STATION POSITIONED DIRECT BY ANGLES TURNED FROM FAIRPORT LSC
 MB2142'AND BM119 LSC.
 MB2142
 MB2142                          STATION RECOVERY (1994)
 MB2142
 MB2142'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2146 ***********************************************************************
 MB2146  DESIGNATION -  FAIRPORT HBR W BRKWTR EXT LT
 MB2146  PID         -  MB2146
 MB2146  STATE/COUNTY-  OH/LAKE
 MB2146  USGS QUAD   -  CHESTERLAND (1994)
 MB2146
 MB2146                         *CURRENT SURVEY CONTROL
 MB2146  ___________________________________________________________________
 MB2146* NAD 83(1995)-  41 46 09.27599(N)    081 16 52.29176(W)     ADJUSTED  
 MB2146* NAVD 88     -                                                        
 MB2146  ___________________________________________________________________
 MB2146  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 MB2146  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 MB2146
 MB2146  HORZ ORDER  -  THIRD
 MB2146
 MB2146.The horizontal coordinates were established by classical geodetic methods
 MB2146.and adjusted by the National Geodetic Survey in April 1998..
 MB2146.No horizontal observational check was made to the station.
 MB2146
 MB2146
 MB2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2146
 MB2146.The geoid height was determined by GEOID03.
 MB2146
 MB2146;                    North         East     Units Scale Factor Converg.
 MB2146;SPC OH N     -   234,199.162   701,341.290   MT  1.00001409   +0 48 02.5
 MB2146;UTM  17      - 4,624,194.296   476,628.378   MT  0.99960672   -0 11 14.3
 MB2146
 MB2146                          SUPERSEDED SURVEY CONTROL
 MB2146
 MB2146  NAD 83(1986)-  41 46 09.28517(N)    081 16 52.29676(W) AD(       ) 4
 MB2146  NAD 27      -  41 46 09.13201(N)    081 16 52.92901(W) AD(       ) 3
 MB2146
 MB2146.Superseded values are not recommended for survey control.
 MB2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2146.See file dsdata.txt to determine how the superseded data were derived.
 MB2146
 MB2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7662824194(NAD 83)
 MB2146_MARKER: 14 = NAVIGATION LIGHT
 MB2146
 MB2146  HISTORY     - Date     Condition        Report By
 MB2146  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2146
 MB2146                          STATION DESCRIPTION
 MB2146
 MB2146'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2146'THE OBJECT IS THE WEST BREAKWATER EXTENSION LIGHT ON THE NORTH
 MB2146'END OF THE WEST BREAKWATER IN FAIRPORT HARBOR.  IT IS A FIXED
 MB2146'RED LIGHT ABOUT 50 FEET ABOVE THE WATER.  THE LIGHT SITS ON A
 MB2146'TOWER.  THE BOTTOM THIRD OF THE TOWER IS A SHANTY, THE TOP TWO
 MB2146'THIRDS BEING A STEEL CROSSWORK FRAME.  THERE IS A SMALL
 MB2146'CROWS NEST AT THE TOP OF THE FRAME.  THE TOWER ALSO HAS A
 MB2146'TRIANGULAR SHIELD ON IT.  THE TOWER SETS ON A ROUND CONCRETE
 MB2146'CASSION.  THE POINT OF INTERSECTION WAS THE CENTER OF THE
 MB2146'LIGHT.
 MB2146'
 MB2146'STATION POSITION BY DIRECT RANGE/AZIMUTH OBSERVATIONS FROM
 MB2146'FAIRPORT LSC 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2155 ***********************************************************************
 MB2155  DESIGNATION -  FAIRPORT HBR W BRKWTR LT
 MB2155  PID         -  MB2155
 MB2155  STATE/COUNTY-  OH/LAKE
 MB2155  USGS QUAD   -  CHESTERLAND (1994)
 MB2155
 MB2155                         *CURRENT SURVEY CONTROL
 MB2155  ___________________________________________________________________
 MB2155* NAD 83(1995)-  41 46 04.32391(N)    081 16 52.06977(W)     ADJUSTED  
 MB2155* NAVD 88     -                                                        
 MB2155  ___________________________________________________________________
 MB2155  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 MB2155  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 MB2155
 MB2155  HORZ ORDER  -  THIRD
 MB2155
 MB2155.The horizontal coordinates were established by classical geodetic methods
 MB2155.and adjusted by the National Geodetic Survey in April 1998..
 MB2155
 MB2155
 MB2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2155
 MB2155.The geoid height was determined by GEOID03.
 MB2155
 MB2155;                    North         East     Units Scale Factor Converg.
 MB2155;SPC OH N     -   234,046.463   701,348.552   MT  1.00001379   +0 48 02.7
 MB2155;UTM  17      - 4,624,041.556   476,633.004   MT  0.99960672   -0 11 14.2
 MB2155
 MB2155                          SUPERSEDED SURVEY CONTROL
 MB2155
 MB2155  NAD 83(1986)-  41 46 04.33275(N)    081 16 52.07502(W) AD(       ) 4
 MB2155  NAD 27      -  41 46 04.17993(N)    081 16 52.70687(W) AD(       ) 3
 MB2155
 MB2155.Superseded values are not recommended for survey control.
 MB2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2155.See file dsdata.txt to determine how the superseded data were derived.
 MB2155
 MB2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7663324042(NAD 83)
 MB2155_MARKER: 14 = NAVIGATION LIGHT
 MB2155
 MB2155  HISTORY     - Date     Condition        Report By
 MB2155  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2155  HISTORY     - 19940904 GOOD             USPSQD
 MB2155
 MB2155                          STATION DESCRIPTION
 MB2155
 MB2155'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2155'THE OBJECT IS THE WEST BREAKWATER LIGHT LOCATED ON THE
 MB2155'NORTHERN PORTION OF THE WEST BREAKWATER IN FAIRPORT HARBOR.  THE
 MB2155'LIGHT IS ATOP A SQUARE LIGHTHOUSE WHICH RESTS ON A CONCRETE
 MB2155'FOUNDATION.  THE POINT OF INTERSECTION IS THE CENTER OF THE
 MB2155'BEACON.
 MB2155'
 MB2155'STATION POSITIONED DIRECT BY RANGE/AZIMUTH FROM FAIRPORT LSC
 MB2155'1974.
 MB2155
 MB2155                          STATION RECOVERY (1994)
 MB2155
 MB2155'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2145 ***********************************************************************
 MB2145  DESIGNATION -  FAIRPORT HBR WEST PIER LT
 MB2145  PID         -  MB2145
 MB2145  STATE/COUNTY-  OH/LAKE
 MB2145  USGS QUAD   -  CHESTERLAND (1994)
 MB2145
 MB2145                         *CURRENT SURVEY CONTROL
 MB2145  ___________________________________________________________________
 MB2145* NAD 83(1995)-  41 45 41.07631(N)    081 16 51.77771(W)     ADJUSTED  
 MB2145* NAVD 88     -                                                        
 MB2145  ___________________________________________________________________
 MB2145  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 MB2145  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB2145
 MB2145  HORZ ORDER  -  THIRD
 MB2145
 MB2145.The horizontal coordinates were established by classical geodetic methods
 MB2145.and adjusted by the National Geodetic Survey in April 1998..
 MB2145.No horizontal observational check was made to the station.
 MB2145
 MB2145
 MB2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2145
 MB2145.The geoid height was determined by GEOID03.
 MB2145
 MB2145;                    North         East     Units Scale Factor Converg.
 MB2145;SPC OH N     -   233,329.373   701,365.322   MT  1.00001242   +0 48 02.8
 MB2145;UTM  17      - 4,623,324.576   476,637.405   MT  0.99960672   -0 11 13.9
 MB2145
 MB2145                          SUPERSEDED SURVEY CONTROL
 MB2145
 MB2145  NAD 83(1986)-  41 45 41.08480(N)    081 16 51.78277(W) AD(       ) 4
 MB2145  NAD 27      -  41 45 40.93207(N)    081 16 52.41383(W) AD(       ) 3
 MB2145
 MB2145.Superseded values are not recommended for survey control.
 MB2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2145.See file dsdata.txt to determine how the superseded data were derived.
 MB2145
 MB2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7663723325(NAD 83)
 MB2145_MARKER: 14 = NAVIGATION LIGHT
 MB2145
 MB2145  HISTORY     - Date     Condition        Report By
 MB2145  HISTORY     - 1974     FIRST OBSERVED   USLS
 MB2145  HISTORY     - 19940904 GOOD             USPSQD
 MB2145
 MB2145                          STATION DESCRIPTION
 MB2145
 MB2145'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2145'THE OBJECT IS THE WEST PIER LIGHT LOCATED ON THE NORTH END OF
 MB2145'THE WEST PIER IN FAIRPORT HARBOR.  IT IS A FIXED RED LIGHT 30
 MB2145'FEET ABOVE THE WATER SURFACE, ATOP A STEEL FRAME TOWER WHICH
 MB2145'SETS ON THE PIER.  THE TOWER SHOWS A TRIANGULAR SHIELD.  THE
 MB2145'POINT OF INTERSECTION IS THE CENTER OF THE LIGHT.
 MB2145'
 MB2145'THE STATION POSITIONED DIRECT BY RANGE/AZIMUTH OBSERVATIONS
 MB2145'FROM FAIRPORT LSC 1974.
 MB2145
 MB2145                          STATION RECOVERY (1994)
 MB2145
 MB2145'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2987 ***********************************************************************
 JZ2987  DESIGNATION -  FAIRVIEW
 JZ2987  PID         -  JZ2987
 JZ2987  STATE/COUNTY-  OH/MONTGOMERY
 JZ2987  USGS QUAD   -  TROTWOOD (1992)
 JZ2987
 JZ2987                         *CURRENT SURVEY CONTROL
 JZ2987  ___________________________________________________________________
 JZ2987* NAD 83(1995)-  39 46 32.18840(N)    084 20 55.69332(W)     ADJUSTED  
 JZ2987* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 JZ2987  ___________________________________________________________________
 JZ2987  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 JZ2987  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JZ2987
 JZ2987  HORZ ORDER  -  FIRST
 JZ2987
 JZ2987.The horizontal coordinates were established by classical geodetic methods
 JZ2987.and adjusted by the National Geodetic Survey in April 1998..
 JZ2987
 JZ2987.The orthometric height was scaled from a topographic map.
 JZ2987
 JZ2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2987
 JZ2987.The geoid height was determined by GEOID03.
 JZ2987
 JZ2987;                    North         East     Units Scale Factor Converg.
 JZ2987;SPC OH S     -   198,740.096   441,625.496   MT  0.99995917   -1 10 23.2
 JZ2987;UTM  16      - 4,406,214.631   727,059.200   MT  1.00023476   +1 41 48.9
 JZ2987
 JZ2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2987!SPC OH S     -   0.99995959  x   0.99995917  =   0.99991876
 JZ2987!UTM  16      -   0.99995959  x   1.00023476  =   1.00019434
 JZ2987
 JZ2987:                Primary Azimuth Mark                     Grid Az
 JZ2987:SPC OH S     -  CREEK                                    090 18 04.0
 JZ2987:UTM  16      -  CREEK                                    087 25 51.9
 JZ2987
 JZ2987|---------------------------------------------------------------------|
 JZ2987| PID    Reference Object                     Distance      Geod. Az  |
 JZ2987|                                                           dddmmss.s |
 JZ2987| JZ2993 CREEK                               APPROX. 1.4 KM 0890740.8 |
 JZ2987|---------------------------------------------------------------------|
 JZ2987
 JZ2987                          SUPERSEDED SURVEY CONTROL
 JZ2987
 JZ2987  NAD 83(1986)-  39 46 32.20209(N)    084 20 55.69024(W) AD(       ) 1
 JZ2987  NAD 27      -  39 46 31.98800(N)    084 20 55.87400(W) AD(       ) 1
 JZ2987
 JZ2987.Superseded values are not recommended for survey control.
 JZ2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2987.See file dsdata.txt to determine how the superseded data were derived.
 JZ2987
 JZ2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2705906215(NAD 83)
 JZ2987_MARKER: DS = TRIANGULATION STATION DISK
 JZ2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ2987_MARK LOGO: CGS   
 JZ2987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2987+STABILITY: SURFACE MOTION
 JZ2987
 JZ2987  HISTORY     - Date     Condition        Report By
 JZ2987  HISTORY     - 1927     MONUMENTED       CGS
 JZ2987  HISTORY     - 1967     GOOD             OH2090
 JZ2987  HISTORY     - 19961031 GOOD             USPSQD
 JZ2987
 JZ2987                          STATION DESCRIPTION
 JZ2987
 JZ2987'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ2987'STATION IS 2 MILES W AND 1-1/2 MILES S OF TROTWOOD. IT IS 15.14
 JZ2987'METERS (49.70 FEET) E OF THE SECTION LINE ROAD WHICH LEADS S FROM
 JZ2987'THIS POINT AND 3.67 METERS (12.05 FEET) S OF THE E AND W SECTION LINE
 JZ2987'ROAD (CALLED THE LEXINGTON ROAD).  CENTER LINE OF ROADS USED IN
 JZ2987'ALL CASES.
 JZ2987'
 JZ2987'STATION IS STANDARD BRONZE DISK SET IN CONCRETE.
 JZ2987'
 JZ2987'CENTER OF ROAD INTERSECTION IS E AND W ROAD AND ROAD LEADING S.
 JZ2987'
 JZ2987'HEIGHT OF SIGNAL ABOVE STATION MARK-1.2 METERS.
 JZ2987
 JZ2987                          STATION RECOVERY (1967)
 JZ2987
 JZ2987'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ2987'FAIRVIEW 1927 RECOVERED GOOD.
 JZ2987'
 JZ2987'IN THE DESCRIPTION LEXINGTON RD IS NOW LITTLE RICHMOND RD THE SECTION
 JZ2987'LINE RD SOUTH IS LUTHERAN CHURCH RD. FOUND STA AS DESCRIBED IN GOOD
 JZ2987'CONDITION.
 JZ2987
 JZ2987                          STATION RECOVERY (1996)
 JZ2987
 JZ2987'RECOVERY NOTE BY US POWER SQUADRON 1996
 JZ2987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1981 ***********************************************************************
 KZ1981  DESIGNATION -  FAIRVIEW
 KZ1981  PID         -  KZ1981
 KZ1981  STATE/COUNTY-  OH/CRAWFORD
 KZ1981  USGS QUAD   -  NORTH ROBINSON (1960)
 KZ1981
 KZ1981                         *CURRENT SURVEY CONTROL
 KZ1981  ___________________________________________________________________
 KZ1981* NAD 83(1995)-  40 45 08.60134(N)    082 46 42.66673(W)     ADJUSTED  
 KZ1981* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 KZ1981  ___________________________________________________________________
 KZ1981  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 KZ1981  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KZ1981
 KZ1981  HORZ ORDER  -  SECOND
 KZ1981
 KZ1981.The horizontal coordinates were established by classical geodetic methods
 KZ1981.and adjusted by the National Geodetic Survey in April 1998..
 KZ1981
 KZ1981.The orthometric height was scaled from a topographic map.
 KZ1981
 KZ1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1981
 KZ1981.The geoid height was determined by GEOID03.
 KZ1981
 KZ1981;                    North         East     Units Scale Factor Converg.
 KZ1981;SPC OH N     -   120,602.594   576,480.433   MT  0.99995420   -0 10 58.7
 KZ1981;UTM  17      - 4,512,791.924   349,861.893   MT  0.99987746   -1 09 40.4
 KZ1981
 KZ1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1981!SPC OH N     -   0.99994813  x   0.99995420  =   0.99990234
 KZ1981!UTM  17      -   0.99994813  x   0.99987746  =   0.99982560
 KZ1981
 KZ1981:                Primary Azimuth Mark                     Grid Az
 KZ1981:SPC OH N     -  CRESTLINE PENN RR PWRHSE STK             031 27 02.8
 KZ1981:UTM  17      -  CRESTLINE PENN RR PWRHSE STK             032 25 44.5
 KZ1981
 KZ1981|---------------------------------------------------------------------|
 KZ1981| PID    Reference Object                     Distance      Geod. Az  |
 KZ1981|                                                           dddmmss.s |
 KZ1981| KZ1982 CRESTLINE PENN RR PWRHSE STK        APPROX. 4.2 KM 0311604.1 |
 KZ1981| KZ1939 CRESTLINE PITTS PLATE GLASS TK      APPROX. 7.6 KM 0573818.8 |
 KZ1981| CE6047 FAIRVIEW RM 1                        31.613 METERS 13226     |
 KZ1981| KZ1962 GALION H G PROD SHERMAN ST TK       APPROX. 1.3 KM 1780531.0 |
 KZ1981| KZ1961 GALION MUNICIPAL TANK               APPROX. 1.8 KM 1801848.5 |
 KZ1981| KZ1965 GALION IRON WORKS MFG CO TANK       APPROX. 2.8 KM 1920251.0 |
 KZ1981| KZ1964 GALION H G PROD MARKET ST TANK      APPROX. 3.2 KM 1953804.5 |
 KZ1981| CE6048 FAIRVIEW RM 2                        27.326 METERS 27452     |
 KZ1981| KZ1979 GALION POWER EQUIP CO WATER TK      APPROX. 1.7 KM 2793115.1 |
 KZ1981| CE6046 FAIRVIEW AZ MK                                     3064810.8 |
 KZ1981|---------------------------------------------------------------------|
 KZ1981
 KZ1981                          SUPERSEDED SURVEY CONTROL
 KZ1981
 KZ1981  NAD 83(1986)-  40 45 08.60593(N)    082 46 42.68045(W) AD(       ) 2
 KZ1981  NAD 27      -  40 45 08.39828(N)    082 46 43.02970(W) AD(       ) 2
 KZ1981
 KZ1981.Superseded values are not recommended for survey control.
 KZ1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1981.See file dsdata.txt to determine how the superseded data were derived.
 KZ1981
 KZ1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4986212792(NAD 83)
 KZ1981_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1981
 KZ1981  HISTORY     - Date     Condition        Report By
 KZ1981  HISTORY     - 1959     MONUMENTED       CGS
 KZ1981  HISTORY     - 1971     GOOD             OHHD
 KZ1981  HISTORY     - 19880902 GOOD             USPSQD
 KZ1981
 KZ1981                          STATION DESCRIPTION
 KZ1981
 KZ1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1981'THE STATION IS ON THE NORTHEAST SIDE OF THE FAIRVIEW CEMETERY, 1.0
 KZ1981'MILE NORTH OF THE CENTER
 KZ1981'OF GALION.  THE PROPERTY IS OWNED BY THE FAIRVIEW CEMETERY
 KZ1981'ASSOCIATION OF GALION.
 KZ1981'
 KZ1981'TO REACH THE STATION FROM THE SQUARE (INTERSECTION OF HARDING WAY E.
 KZ1981'AND MARKET ST.) IN GALION,
 KZ1981'GO NORTH ON MARKET ST. FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT.
 KZ1981'(BUCKEYE RD.).  TURN RIGHT AND GO
 KZ1981'EAST ON BUCKEYE ROAD FOR 0.25 MILE TO A T-INTERSECTION
 KZ1981'AT THE MAIN ENTRANCE TO THE CEMETERY.  TURN LEFT AND
 KZ1981'GO NORTH ON POLK TOWNSHIP
 KZ1981'ROUTE 90 FOR 0.1 MILE TO THE NORTH ENTRANCE TO THE CEMETERY.
 KZ1981'(CONTINUE NORTH ON ROUTE 90 FOR 0.3
 KZ1981'MILE TO THE AZIMUTH MARK ON THE RIGHT NEAR A POWERLINE POLE.) TURN
 KZ1981'RIGHT AND GO EASTERLY ALONG THE
 KZ1981'MAIN CEMETERY ROAD FOR 0.15 MILE TO A SIDE ROAD ON THE
 KZ1981'LEFT.  TURN LEFT AND GO NORTH ON A GRAVEL
 KZ1981'ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN
 KZ1981'RIGHT AND GO EASTERLY ON A GRAVEL ROAD FOR 0.1 MILE TO THE
 KZ1981'STATION ON THE LEFT.
 KZ1981'
 KZ1981'STATION MARKS ARE STANDARD DISKS STAMPED FAIRVIEW 1959.  THE SURFACE
 KZ1981'DISK IS SET IN A SQUARE
 KZ1981'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 42.5 FEET
 KZ1981'NORTH OF THE CENTERLINE OF THE
 KZ1981'GRAVEL ROAD, 87.5 FEET NORTHWEST OF THE CENTER OF THE FOOS
 KZ1981'HEADSTONE AND 180 FEET WEST OF A
 KZ1981'NORTH-SOUTH FENCE.  THE UNDERGROUND DISK IS SET IN
 KZ1981'AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 KZ1981'SURFACE OF THE GROUND.
 KZ1981'
 KZ1981'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FAIRVIEW NO 1 1959, IS
 KZ1981'SET IN A SQUARE CONCRETE
 KZ1981'POST 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 9 FEET
 KZ1981'NORTHEAST OF THE CENTERLINE OF THE
 KZ1981'GRAVEL ROAD, 36 FEET NORTHWEST OF A 3-FOOT MAPLE TREE
 KZ1981'AND 47 FEET NORTHEAST OF THE CENTER OF THE
 KZ1981'FOOS HEADSTONE.
 KZ1981'
 KZ1981'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FAIRVIEW NO 2 1959, IS
 KZ1981'SET IN A SQUARE CONCRETE
 KZ1981'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 10 FEET NORTHEAST
 KZ1981'OF THE CENTERLINE OF THE GRAVEL
 KZ1981'ROAD AND 81 FEET SOUTHEAST OF A 12-INCH MAPLE TREE.
 KZ1981'
 KZ1981'AZIMUTH MARK, A STANDARD DISK STAMPED FAIRVIEW 1959, IS SET IN A
 KZ1981'SQUARE POST WHICH
 KZ1981'PROJECTS 6 INCHES.  IT IS 1 FOOT NORTH OF A POWERLINE POLE, 34 FEET
 KZ1981'EAST OF THE CENTERLINE OF POLK
 KZ1981'TOWNSHIP ROUTE 90 AND ABOUT 200 FEET SOUTH OF A CROSSROAD.  A
 KZ1981'STANDARD METAL WITNESS POST WAS SET
 KZ1981'2.1 FEET NORTH OF THE MARK.
 KZ1981'
 KZ1981'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KZ1981
 KZ1981                          STATION RECOVERY (1971)
 KZ1981
 KZ1981'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1981'FAIRVIEW 1959 RECOVERED GOOD - SET STEEL WITNESS.
 KZ1981'
 KZ1981'FAIRVIEW NO. 1-1959 RECOVERED GOOD - NO WITNESS.
 KZ1981'
 KZ1981'FAIRVIEW NO. 2-1959 RECOVERED GOOD - NO WITNESS.
 KZ1981'
 KZ1981'AZI. FAIRVIEW 1959 RECOVERED GOOD - HAS WITNESS.
 KZ1981'
 KZ1981'DESCRIPTION IS ACCURATE.
 KZ1981'
 KZ1981'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE + OR - NORTH OF
 KZ1981'GALION.
 KZ1981
 KZ1981                          STATION RECOVERY (1988)
 KZ1981
 KZ1981'RECOVERY NOTE BY US POWER SQUADRON 1988 (DE)
 KZ1981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1740 ***********************************************************************
 MC1740  DESIGNATION -  FAITH
 MC1740  PID         -  MC1740
 MC1740  STATE/COUNTY-  OH/LUCAS
 MC1740  USGS QUAD   -  OREGON (1995)
 MC1740
 MC1740                         *CURRENT SURVEY CONTROL
 MC1740  ___________________________________________________________________
 MC1740* NAD 83(1995)-  41 38 40.50549(N)    083 28 02.59947(W)     ADJUSTED  
 MC1740* NAVD 88     -       183.2    (meters)     601.     (feet)  GPS OBS   
 MC1740  ___________________________________________________________________
 MC1740  X           -     543,067.292 (meters)                     COMP
 MC1740  Y           -  -4,742,440.132 (meters)                     COMP
 MC1740  Z           -   4,216,283.988 (meters)                     COMP
 MC1740  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 MC1740  ELLIP HEIGHT-         147.78  (meters)          (10/07/05) GPS OBS
 MC1740  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC1740
 MC1740  HORZ ORDER  -  FIRST
 MC1740  ELLP ORDER  -  FOURTH    CLASS I
 MC1740
 MC1740.The horizontal coordinates were established by GPS observations
 MC1740.and adjusted by the National Geodetic Survey in April 1998..
 MC1740
 MC1740.The orthometric height was determined by GPS observations and a
 MC1740.high-resolution geoid model.
 MC1740
 MC1740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1740
 MC1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1740
 MC1740.The ellipsoidal height was determined by GPS observations
 MC1740.and is referenced to NAD 83.
 MC1740
 MC1740.The geoid height was determined by GEOID03.
 MC1740
 MC1740;                    North         East     Units Scale Factor Converg.
 MC1740;SPC OH N     -   220,092.464   519,409.135   MT  0.99998978   -0 38 07.9
 MC1740;UTM  17      - 4,613,257.189   294,516.057   MT  1.00011963   -1 38 24.6
 MC1740
 MC1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1740!SPC OH N     -   0.99997682  x   0.99998978  =   0.99996660
 MC1740!UTM  17      -   0.99997682  x   1.00011963  =   1.00009645
 MC1740
 MC1740                          SUPERSEDED SURVEY CONTROL
 MC1740
 MC1740  ELLIP H (04/01/98)  147.84   (m)                       GP(       ) 4 1
 MC1740  NAD 83(1995)-  41 38 40.50547(N)    083 28 02.59942(W) AD(       ) 1
 MC1740  NAD 83(1986)-  41 38 40.51838(N)    083 28 02.61561(W) AD(       ) 1
 MC1740
 MC1740.Superseded values are not recommended for survey control.
 MC1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1740.See file dsdata.txt to determine how the superseded data were derived.
 MC1740
 MC1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9451613257(NAD 83)
 MC1740_MARKER: DD = SURVEY DISK
 MC1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1740_SP_SET: CONCRETE POST
 MC1740_STAMPING: FAITH 1993
 MC1740_MARK LOGO: OH-095
 MC1740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1740+STABILITY: SURFACE MOTION
 MC1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1740+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1740
 MC1740  HISTORY     - Date     Condition        Report By
 MC1740  HISTORY     - 1993     MONUMENTED       OH-095
 MC1740
 MC1740                          STATION DESCRIPTION
 MC1740
 MC1740'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1740'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO IN THE CITY OF OREGON.
 MC1740'TO REACH THE STATION FROM SAINT CHARLES HOSPITAL AT THE INTERSECTION
 MC1740'OF NAVARRE AVENUE (STATE ROUTE 2) AND WHEELING ROAD PROCEED EAST
 MC1740'ALONG NAVARRE AVENUE 1.0 MILES TO ITS INTERSECTION WITH COY ROAD.
 MC1740'TURN LEFT AND PROCEED NORTH ALONG COY ROAD 0.5 MILES TO ITS
 MC1740'INTERSECTION WITH STARR AVENUE AND THE STATION ON THE RIGHT IN THE
 MC1740'NORTHEAST CORNER OF THE INTERSECTION.
 MC1740'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1740'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 0.30 FEET BELOW THE
 MC1740'GROUND SURFACE IS STAMPED --FAITH 1993--.
 MC1740'THE STATION IS 67.8 FEET NORTH FROM A POWER POLE AT THE NORTHEAST
 MC1740'CORNER OF STARR AVENUE AND COY ROAD, 7.0 FEET EAST FROM THE EDGE OF
 MC1740'COY ROAD PAVEMENT, 83.4 FEET SOUTHWEST FROM AN 18 INCH OAK TREE,
 MC1740'111.6 FEET WEST FROM THE WEST CORNER OF FAITH UNITED METHODIST
 MC1740'CHURCH, AND 66.1 FEET WEST FROM FAITH UNITED METHODIST CHURCH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2137 ***********************************************************************
 MB2137  DESIGNATION -  FALL IN
 MB2137  PID         -  MB2137
 MB2137  STATE/COUNTY-  OH/LAKE
 MB2137  USGS QUAD   -  EASTLAKE (1994)
 MB2137
 MB2137                         *CURRENT SURVEY CONTROL
 MB2137  ___________________________________________________________________
 MB2137* NAD 83(1995)-  41 41 34.09185(N)    081 24 42.44205(W)     ADJUSTED  
 MB2137* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 MB2137  ___________________________________________________________________
 MB2137  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 MB2137  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 MB2137
 MB2137  HORZ ORDER  -  THIRD
 MB2137
 MB2137.The horizontal coordinates were established by classical geodetic methods
 MB2137.and adjusted by the National Geodetic Survey in April 1998..
 MB2137.No horizontal observational check was made to the station.
 MB2137
 MB2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2137
 MB2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2137
 MB2137.The geoid height was determined by GEOID03.
 MB2137
 MB2137;                    North         East     Units Scale Factor Converg.
 MB2137;SPC OH N     -   225,566.103   690,588.930   MT  0.99999862   +0 42 53.6
 MB2137;UTM  17      - 4,615,751.347   465,733.008   MT  0.99961445   -0 16 26.0
 MB2137
 MB2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2137!SPC OH N     -   0.99997799  x   0.99999862  =   0.99997661
 MB2137!UTM  17      -   0.99997799  x   0.99961445  =   0.99959245
 MB2137
 MB2137                          SUPERSEDED SURVEY CONTROL
 MB2137
 MB2137  NAD 83(1986)-  41 41 34.10124(N)    081 24 42.44739(W) AD(       ) 3
 MB2137  NAD 27      -  41 41 33.94084(N)    081 24 43.05469(W) AD(       ) 3
 MB2137  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 MB2137
 MB2137.Superseded values are not recommended for survey control.
 MB2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2137.See file dsdata.txt to determine how the superseded data were derived.
 MB2137
 MB2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG6573315751(NAD 83)
 MB2137_MARKER: DD = SURVEY DISK
 MB2137_SETTING: 0 = UNSPECIFIED SETTING
 MB2137_STAMPING: FALL IN LSC HYDRO 1974
 MB2137_MARK LOGO: USLS  
 MB2137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2137
 MB2137  HISTORY     - Date     Condition        Report By
 MB2137  HISTORY     - 1974     MONUMENTED       USLS
 MB2137
 MB2137                          STATION DESCRIPTION
 MB2137
 MB2137'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2137'THIRD ORDER, CLASS II EDM TRAVERSE STATION - POSITIONED DIRECT
 MB2137'BY RANGE/AZIMUTH OBSERVATION FROM EASTLAKE LSC 1974
 MB2137'
 MB2137'THE STATION IS LOCATED ABOUT 23 MILES NORTHEAST OF CLEVELAND,
 MB2137'4 MILES NORTHEAST OF EASTLAKE, 2 MILES SOUTHWEST OF
 MB2137'MENTOR-ON-THE-LAKE, ATOP A CONCRETE BULKHEAD OVERLOOKING LAKE ERIE.
 MB2137'
 MB2137'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 MB2137'283 (LAKE SHORE BOULEVARD) AND STATE HIGHWAY 306 (LOST NATION
 MB2137'ROAD) IN MENTOR-ON-THE-LAKE PROCEED WEST ABOUT 2 MILES TO 37857
 MB2137'LAKE SHORE BOULEVARD ON THE NORTH SIDE OF THE ROAD.  ON FOOT,
 MB2137'PROCEED NORTH TO SHORELINE AND THE STATION LOCATED TO THE EAST
 MB2137'ATOP THE CONCRETE BULKHEAD.
 MB2137'
 MB2137'STATION MARK IS A STANDARD BLANK BRONZE DISK SET FLUSH INTO THE
 MB2137'TOP OF THE BULKHEAD, STAMPED FALL IN LSC HYDRO 1974, AND
 MB2137'LOCATED 2.07 FEET FROM THE NEAREST NORTHERN EDGE, 4.82 FEET
 MB2137'FROM THE NEAREST MOST NEARLY WESTERN EDGE, 16.57 FEET FROM THE
 MB2137'MOST NEARLY EASTERN EDGE, AND 1.95 FEET FROM THE NEAREST MOST
 MB2137'NEARLY SOUTHERN EDGE.
 MB2137'
 MB2137'NO REFERENCE MARKS WERE SET.  EXCELLENT VISIBILITY IS
 MB2137'AFFORDED TO ALL POINTS SEAWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1092 ***********************************************************************
 MB1092  DESIGNATION -  FALLS
 MB1092  PID         -  MB1092
 MB1092  STATE/COUNTY-  OH/SUMMIT
 MB1092  USGS QUAD   -  HUDSON (1984)
 MB1092
 MB1092                         *CURRENT SURVEY CONTROL
 MB1092  ___________________________________________________________________
 MB1092* NAD 83(1986)-  41 08 42.     (N)    081 28 22.     (W)     SCALED    
 MB1092* NAVD 88     -       308.976  (meters)    1013.70   (feet)  ADJUSTED  
 MB1092  ___________________________________________________________________
 MB1092  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB1092  DYNAMIC HT  -         308.842 (meters)    1013.26  (feet)  COMP
 MB1092  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 MB1092
 MB1092  VERT ORDER  -  FIRST     CLASS II
 MB1092
 MB1092.The horizontal coordinates were scaled from a topographic map and have
 MB1092.an estimated accuracy of +/- 6 seconds.
 MB1092
 MB1092.The orthometric height was determined by differential leveling
 MB1092.and adjusted by the National Geodetic Survey in June 1991..
 MB1092.WARNING-Repeat measurements at this control monument indicate possible
 MB1092.vertical movement.
 MB1092
 MB1092.The geoid height was determined by GEOID03.
 MB1092
 MB1092.The dynamic height is computed by dividing the NAVD 88
 MB1092.geopotential number by the normal gravity value computed on the
 MB1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1092.degrees latitude (g = 980.6199 gals.).
 MB1092
 MB1092.The modeled gravity was interpolated from observed gravity values.
 MB1092
 MB1092;                    North         East    Units  Estimated Accuracy
 MB1092;SPC OH N     -   164,670.      686,230.      MT  (+/- 180 meters Scaled)
 MB1092
 MB1092                          SUPERSEDED SURVEY CONTROL
 MB1092
 MB1092  NGVD 29 (06/03/92)  309.182  (m)         1014.37   (f) ADJUSTED    1 2
 MB1092
 MB1092.Superseded values are not recommended for survey control.
 MB1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1092.See file dsdata.txt to determine how the superseded data were derived.
 MB1092
 MB1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF603549(NAD 83)
 MB1092_MARKER: DB = BENCH MARK DISK
 MB1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1092_SP_SET: BRIDGE
 MB1092_STAMPING: FALLS 1934
 MB1092_MARK LOGO: CGS   
 MB1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1092
 MB1092  HISTORY     - Date     Condition        Report By
 MB1092  HISTORY     - 1934     MONUMENTED       CGS
 MB1092  HISTORY     - 1937     GOOD             NGS
 MB1092  HISTORY     - 1963     GOOD             NGS
 MB1092  HISTORY     - 1983     GOOD             NGS
 MB1092
 MB1092                          STATION DESCRIPTION
 MB1092
 MB1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 MB1092'AT CUYAHOGA FALLS.
 MB1092'AT CUYAHOGA FALLS, SUMMIT COUNTY, 0.8 MILE NORTH ALONG THE
 MB1092'PENNSYLVANIA RAILROAD FROM THE STATION, 120 YARDS SOUTH OF THE
 MB1092'CROSSING OF STATE HIGHWAY 5, AT BRIDGE 7-09 OVER CUYAHOGA RIVER,
 MB1092'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE BALLAST DECK, 5.7
 MB1092'FEET WEST OF THE WEST RAIL, AND ABOUT 2/3 FOOT LOWER THAN THE TOP
 MB1092'OF THE RAIL.  A STANDARD DISK, STAMPED FALLS 1934.
 MB1092
 MB1092                          STATION RECOVERY (1963)
 MB1092
 MB1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MB1092'RECOVERED IN GOOD CONDITION.
 MB1092
 MB1092                          STATION RECOVERY (1983)
 MB1092
 MB1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1829 ***********************************************************************
 KZ1829  DESIGNATION -  FALLS
 KZ1829  PID         -  KZ1829
 KZ1829  STATE/COUNTY-  OH/MUSKINGUM
 KZ1829  USGS QUAD   -  DRESDEN (1978)
 KZ1829
 KZ1829                         *CURRENT SURVEY CONTROL
 KZ1829  ___________________________________________________________________
 KZ1829* NAD 83(1995)-  40 00 29.79275(N)    082 04 06.80980(W)     ADJUSTED  
 KZ1829* NAVD 88     -       310.8    (meters)    1020.     (feet)  GPS OBS   
 KZ1829  ___________________________________________________________________
 KZ1829  X           -     675,083.093 (meters)                     COMP
 KZ1829  Y           -  -4,845,528.534 (meters)                     COMP
 KZ1829  Z           -   4,078,867.554 (meters)                     COMP
 KZ1829  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 KZ1829  ELLIP HEIGHT-         277.04  (meters)          (10/07/05) GPS OBS
 KZ1829  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KZ1829
 KZ1829  HORZ ORDER  -  FIRST
 KZ1829  ELLP ORDER  -  FOURTH    CLASS I
 KZ1829
 KZ1829.The horizontal coordinates were established by classical geodetic methods
 KZ1829.and adjusted by the National Geodetic Survey in April 1998..
 KZ1829
 KZ1829.The orthometric height was determined by GPS observations and a
 KZ1829.high-resolution geoid model.
 KZ1829
 KZ1829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1829
 KZ1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1829
 KZ1829.The ellipsoidal height was determined by GPS observations
 KZ1829.and is referenced to NAD 83.
 KZ1829
 KZ1829.The geoid height was determined by GEOID03.
 KZ1829
 KZ1829;                    North         East     Units Scale Factor Converg.
 KZ1829;SPC OH S     -   223,039.809   636,837.705   MT  0.99999514   +0 16 25.5
 KZ1829;UTM  17      - 4,429,222.536   408,798.270   MT  0.99970240   -0 41 13.3
 KZ1829
 KZ1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1829!SPC OH S     -   0.99995654  x   0.99999514  =   0.99995168
 KZ1829!UTM  17      -   0.99995654  x   0.99970240  =   0.99965895
 KZ1829
 KZ1829|---------------------------------------------------------------------|
 KZ1829| PID    Reference Object                     Distance      Geod. Az  |
 KZ1829|                                                           dddmmss.s |
 KZ1829| CE6050 FALLS RM 1                           50.688 METERS 03724     |
 KZ1829| CE6051 FALLS RM 2                           31.760 METERS 09832     |
 KZ1829| CE6049 FALLS AZ MK                                        3285537.3 |
 KZ1829|---------------------------------------------------------------------|
 KZ1829
 KZ1829                          SUPERSEDED SURVEY CONTROL
 KZ1829
 KZ1829  ELLIP H (04/01/98)  277.10   (m)                       GP(       ) 4 1
 KZ1829  NAD 83(1986)-  40 00 29.79645(N)    082 04 06.81967(W) AD(       ) 1
 KZ1829  NAD 27      -  40 00 29.55740(N)    082 04 07.32400(W) AD(       ) 1
 KZ1829
 KZ1829.Superseded values are not recommended for survey control.
 KZ1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1829.See file dsdata.txt to determine how the superseded data were derived.
 KZ1829
 KZ1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0879829223(NAD 83)
 KZ1829_MARKER: DS = TRIANGULATION STATION DISK
 KZ1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1829_STAMPING: FALLS 1959
 KZ1829_MARK LOGO: CGS   
 KZ1829_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 KZ1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1829+STABILITY: SURFACE MOTION
 KZ1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1829+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1992
 KZ1829
 KZ1829  HISTORY     - Date     Condition        Report By
 KZ1829  HISTORY     - 1959     MONUMENTED       CGS
 KZ1829  HISTORY     - 1972     GOOD             NGS
 KZ1829  HISTORY     - 19921216 GOOD             OH-119
 KZ1829
 KZ1829                          STATION DESCRIPTION
 KZ1829
 KZ1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1829'THE STATION IS ABOUT 5.0 MILES NORTH OF ZANESVILLE, ON THE HIGHEST
 KZ1829'PART OF A CULTIVATED FIELD IN FALLS
 KZ1829'TOWNSHIP ON PROPERTY OWNED BY MR. GEORGE KLUCK.
 KZ1829'
 KZ1829'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 146 AND 77
 KZ1829'(MAPLE AND ADAIR AVE) ON
 KZ1829'THE NORTHWEST SIDE OF ZANESVILLE, GO WESTERLY ON HIGHWAY 146 (ADAIR
 KZ1829'AVE.) FOR 4.85 MILES TO A GRAVEL
 KZ1829'CROSSROAD.  TURN RIGHT ON THE GRAVEL AND PARTLY PAVED ROAD
 KZ1829'(ORCHARD LANE) AND GO NORTHERLY FOR 0.75 MILE
 KZ1829'TO A GRAVEL SIDE ROAD ON THE RIGHT.  CONTINUE
 KZ1829'STRAIGHT AHEAD AND GO 0.1 MILE TO A BOARD GATE ON THE LEFT JUST
 KZ1829'AFTER CROSSING THE CREST OF THE
 KZ1829'HILL AND THE STATION ABOUT 150 FEET SOUTHWEST ON THE HIGHEST PART OF
 KZ1829'THE CULTIVATED FIELD.
 KZ1829'
 KZ1829'STATION MARKS ARE STANDARD DISKS STAMPED FALLS 1959.  THE SURFACE
 KZ1829'DISK IS SET IN A SQUARE
 KZ1829'CONCRETE POST 16 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 189
 KZ1829'FEET NORTHWEST OF A 24-INCH ELM TREE
 KZ1829'WHICH IS ON THE SOUTHEAST SLOPE OF THE HILL, 167 FEET SOUTH
 KZ1829'OF A POWERLINE POLE, 107.6 FEET WEST OF
 KZ1829'A NORTH-SOUTH FENCELINE AND 122 FEET WEST OF THE
 KZ1829'CENTER OF THE GRAVEL ROAD.  THE UNDERGROUND DISK IS SET IN
 KZ1829'AN IRREGULAR MASS OF CONCRETE 32
 KZ1829'INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1829'
 KZ1829'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FALLS NO. 1 1959, IS
 KZ1829'SET IN A SQUARE CONCRETE POST
 KZ1829'WHICH PROJECTS 3 INCHES.  IT IS 24 FEET SOUTH OF THE SOUTH GATE POST,
 KZ1829'19 FEET WEST OF THE CENTER OF THE
 KZ1829'MAIN GRAVEL ROAD AND 2 FEET WEST OF THE NORTH-SOUTH FENCE
 KZ1829'LINE.  A STANDARD METAL WITNESS POST WAS SET 1.8
 KZ1829'FEET NORTH OF THE MARK.
 KZ1829'
 KZ1829'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FALLS NO. 2 1959, IS
 KZ1829'SET IN A SQUARE CONCRETE POST
 KZ1829'WHICH PROJECTS 3 INCHES.  IT IS 17 FEET WEST OF THE CENTER OF THE
 KZ1829'GRAVEL ROAD AND 1.5 FEET WEST OF
 KZ1829'THE NORTH-SOUTH FENCELINE.  A STANDARD METAL WITNESS POST WAS
 KZ1829'SET 2.0 FEET SOUTHEAST OF THE MARK.
 KZ1829'
 KZ1829'AZIMUTH MARK IS A STANDARD DISK STAMPED FALLS 1959, SET IN A SQUARE
 KZ1829'CONCRETE POST WHICH PROJECTS 5
 KZ1829'INCHES.  IT IS 53 FEET SOUTHWEST OF A POWERLINE POLE, 7 FEET
 KZ1829'NORTHEAST OF THE CENTER OF A FARM
 KZ1829'LANE AND 3 FEET EAST OF A TELEPHONE POLE.  A STANDARD METAL
 KZ1829'WITNESS POST WAS SET 2.2 FEET NORTH OF THE MARK.
 KZ1829'
 KZ1829'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON THE MAIN
 KZ1829'GRAVEL ROAD FOR 0.2 MILE TO A
 KZ1829'GRAVEL SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST AND NORTHERLY
 KZ1829'(PASSING SMALL CEMETERY ON THE
 KZ1829'RIGHT) FOR 0.3 MILE TO A TELEPHONE POLE ON THE RIGHT AND
 KZ1829'THE AZIMUTH MARK.
 KZ1829
 KZ1829                          STATION RECOVERY (1972)
 KZ1829
 KZ1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KZ1829'ALL MARKS WERE RECOVERD AND FOUND IN GOOD CONDITION.  THE DIRECTION
 KZ1829'TO THE REFERENCE
 KZ1829'MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 1
 KZ1829'CHECKED.  THE DISTANCE TO REFERENCE
 KZ1829'MARK 2 WAS FOUND TO BE IN ERROR BY
 KZ1829'0.04 OF A FOOT.  THE STATION WAS OCCUPIED FOR A NEW
 KZ1829'DESCRIPTION AND
 KZ1829'ADDITIONAL AZIMUTH OBJECTS.
 KZ1829'
 KZ1829'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF ZANESVILLE, ON
 KZ1829'THE HIGHEST POINT
 KZ1829'OF PASTURE LAND OWNED BY THE GEORGE KLUCK ESTATE, 175
 KZ1829'FEET SOUTH OF THE CENTERLINE OF A
 KZ1829'PRIVATE DRIVEWAY, 121 FEET WEST OF THE
 KZ1829'CENTERLINE OF COUNTY RD.  148, AND 106 FEET WEST OF
 KZ1829'A FENCE LINE AND A
 KZ1829'METAL WITNESS POST.  THE MONUMENT IS ABOUT 16 INCHES UNDERGROUND AND
 KZ1829'THE DISK IS STAMPED FALLS 1959.
 KZ1829'
 KZ1829'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70
 KZ1829'AND STATE HIGHWAY
 KZ1829'146 AT ZANESVILLE, GO NORTHERLY ON HIGHWAY 146 FOR 0.35
 KZ1829'MILE TO THE JUNCTION WITH STATE
 KZ1829'HIGHWAY 60.  TURN LEFT AND GO WESTERLY ON
 KZ1829'HIGHWAY 146 FOR 5.15 MILES TO THE INTERSECTION OF
 KZ1829'THE WEST ACESS OF
 KZ1829'MARSHALL DR.  TURN SHARP RIGHT AND GO EASTERLY ON MARSHALL DR. FOR
 KZ1829'0.45 MILE TO THE
 KZ1829'INTERSECTION WITH BAUGHMAN DR.  TURN LEFT AND GO NORTH ON
 KZ1829'BAUGHMAN DR. FOR 0.75 MILE TO
 KZ1829'THE JUNCTION OF MUSKINGUM CO.  ROADS 407
 KZ1829'AND 148.  CONTINUE NORTH ON RD. 148 FOR 0.1 MILE
 KZ1829'TO THE STATION ON THE
 KZ1829'LEFT.  CONTINUE NORTH ON RD. 148 FOR 0.25 MILE TO A GRAVELED DRIVE
 KZ1829'LEFT.  TURN LEFT AND
 KZ1829'GO WESTERLY ON THE DRIVE FOR 0.05 MILE TO A SMALL CEMETERY
 KZ1829'ON THE RIGHT.  CONTINUE WESTERLY
 KZ1829'ON THE DRIVE FOR 0.25 MILE TO THE AZIMUTH
 KZ1829'MARK ON THE RIGHT AT A CURVE.
 KZ1829'
 KZ1829'REFERENCE MARK 1 IS 32 FEET SOUTH OF THE CENTERLINE OF THE DRIVE,
 KZ1829'18 FEET WEST OF
 KZ1829'THE CENTERLINE OF THE ROAD, 1.8 FEET SOUTH OF A METAL
 KZ1829'WITNESS POST, 1.8 FEET WEST OF A
 KZ1829'FENCE AND 48 FEET EAST OF A GUYED
 KZ1829'UTILITY POLE NO 4000 124.  THE MONUMENT PROJECTS 4
 KZ1829'INCHES AND THE DISK
 KZ1829'IS STAMPED FALLS NO 1 1959.
 KZ1829'
 KZ1829'REFERENCE MARK 2 IS 180 FEET SOUTH OF THE CENTERLINE OF THE DRIVE,
 KZ1829'17 FEET WEST OF
 KZ1829'THE CENTERLINE OF THE ROAD, 2 FEET NORTHWEST OF A METAL
 KZ1829'WITNESS POST AND 1.8 FEET WEST OF
 KZ1829'THE FENCE.  THE MONUMENT PROJECTS 4
 KZ1829'INCHES AND THE DISK IS STAMPED FALLS NO 2 1959.
 KZ1829'
 KZ1829'THE AZIMUTH MARK IS 9 FEET NORTHEAST OF THE CENTERLINE OF THE
 KZ1829'DRIVE, 53 FEET
 KZ1829'SOUTHWEST OF A POWER POLE, 39 FEET NORTHEAST OF AN 8
 KZ1829'INCH MAPLE TREE AND 2 FEET
 KZ1829'SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT
 KZ1829'PROJECTS 5 INCHES AND THE DISK IS STAMPED
 KZ1829'FALLS 1959.
 KZ1829'
 KZ1829'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KZ1829'
 KZ1829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 KZ1829'NORTHWEST OF ZANESVILLE.
 KZ1829
 KZ1829                          STATION RECOVERY (1992)
 KZ1829
 KZ1829'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 KZ1829'THE STATION, REFERENCE MAKRS, AND AZIMUTH MARK WERE ALL RECOVERED IN
 KZ1829'GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 KZ1829' 
 KZ1829'THE STATION IS IN THE SECOND QUARTER TOWNSHIP OF TOWNSHIP 1, RANGE 8,
 KZ1829'FALLS TOWNSHIP, ABOUT 4 MI (6.4 KM) NW OF ZANESVILLE ON PROPERTY OWNED
 KZ1829'BY ELMER BALL, ADDRESS 4425 BAUGHMAN ROAD.
 KZ1829' 
 KZ1829'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (MAPLE
 KZ1829'AVENUE) AND STATE ROUTE 146 (ADAIR AVENUE), GO 4.57 MI (7.35 KM) W ON
 KZ1829'STATE ROUTE 146 TO THE JUNCTION OF MARSHALL HILL DRIVE (TOWNSHIP ROAD
 KZ1829'691), TURN RIGHT ONTO MARSHALL HILL DRIVE NW FOR 0.37 MI (0.60 KM) TO
 KZ1829'THE JUNCTION OF BAUGHMAN ROAD (TOWNSHIP ROAD 148), TURN RIGHT ONTO
 KZ1829'BAUGHMAN ROAD N FOR 0.73 MI (1.17 KM) TO THE JUNCTION OF BAUGHMAN ROAD
 KZ1829'(COUNTY ROAD 148) AND BARKERS RUN ROAD (COUNTY ROAD 407), CONTINUE N
 KZ1829'ON BAUGHMAN ROAD FOR 0.11 MI (0.18 KM) TO A PRIVATE DRIVE AND THE
 KZ1829'STATION ON THE LEFT TOWARDS THE TOP OF A HILL.
 KZ1829' 
 KZ1829'THE DISK IS SET IN A SQUARE CONCRETE MONUMENT 1.3 FT (0.4 M) BELOW
 KZ1829'GROUND SURFACE.  IT IS 175 FT (53.3 M) BELOW GROUND SURFACE.  IT IS
 KZ1829'175 FT (53.3 M) S OF THE CENTERLINE OF THE PRIVATE DRIVE, 121 FT (36.9
 KZ1829'M) W OF THE CENTERLINE OF BAUGHMAN ROAD, 162 FT (49.4 M) S OF A POWER
 KZ1829'POLE, 106 FT (32.3 M) W OF A FENCE LINE AND A METAL WITNESS POST.
 KZ1829' 
 KZ1829'THE AZIMUTH MARK IS VISIBLE FROM THE STATION.
 KZ1829' 
 KZ1829'A RAILROAD SPIKE WAS PLACED ON TOP OF THE MONUMENT FOR METAL
 KZ1829'DETECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7533 ***********************************************************************
 AH7533  DESIGNATION -  FALLSBURY TWP 1
 AH7533  PID         -  AH7533
 AH7533  STATE/COUNTY-  OH/LICKING
 AH7533  USGS QUAD   -  HICKMAN (1970)
 AH7533
 AH7533                         *CURRENT SURVEY CONTROL
 AH7533  ___________________________________________________________________
 AH7533* NAD 83(1995)-  40 14 02.63565(N)    082 15 04.18723(W)     ADJUSTED  
 AH7533* NAVD 88     -       268.0    (meters)     879.     (feet)  GPS OBS   
 AH7533  ___________________________________________________________________
 AH7533  X           -     657,453.921 (meters)                     COMP
 AH7533  Y           -  -4,831,614.100 (meters)                     COMP
 AH7533  Z           -   4,098,012.193 (meters)                     COMP
 AH7533  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AH7533  ELLIP HEIGHT-         234.37  (meters)          (10/07/05) GPS OBS
 AH7533  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AH7533
 AH7533  HORZ ORDER  -  FIRST
 AH7533  ELLP ORDER  -  FOURTH    CLASS II
 AH7533
 AH7533.The horizontal coordinates were established by GPS observations
 AH7533.and adjusted by the National Geodetic Survey in February 1999..
 AH7533
 AH7533.The orthometric height was determined by GPS observations and a
 AH7533.high-resolution geoid model.
 AH7533
 AH7533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7533
 AH7533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7533
 AH7533.The ellipsoidal height was determined by GPS observations
 AH7533.and is referenced to NAD 83.
 AH7533
 AH7533.The geoid height was determined by GEOID03.
 AH7533
 AH7533;                    North         East     Units Scale Factor Converg.
 AH7533;SPC OH S     -   248,052.467   621,177.355   MT  1.00004589   +0 09 28.4
 AH7533;UTM  17      - 4,454,487.403   393,565.221   MT  0.99973945   -0 48 29.6
 AH7533
 AH7533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7533!SPC OH S     -   0.99996323  x   1.00004589  =   1.00000912
 AH7533!UTM  17      -   0.99996323  x   0.99973945  =   0.99970269
 AH7533
 AH7533                          SUPERSEDED SURVEY CONTROL
 AH7533
 AH7533  ELLIP H (02/25/99)  234.42   (m)                       GP(       ) 4 2
 AH7533
 AH7533.Superseded values are not recommended for survey control.
 AH7533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7533.See file dsdata.txt to determine how the superseded data were derived.
 AH7533
 AH7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9356554487(NAD 83)
 AH7533_MARKER: DD = SURVEY DISK
 AH7533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7533_STAMPING: FALLSBURY TWP 1 1998
 AH7533_MARK LOGO: OH-089
 AH7533_PROJECTION: FLUSH
 AH7533_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7533+STABILITY: SURFACE MOTION
 AH7533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7533+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7533
 AH7533  HISTORY     - Date     Condition        Report By
 AH7533  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7533
 AH7533                          STATION DESCRIPTION
 AH7533
 AH7533'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7533'THE STATION IS LOCATED IN FALLSBURY TOWNSHIP IN LICKING COUNTY, OHIO
 AH7533'ABOUT 2.2 MILES (3.5 KM) NORTHWEST OF THE TOWN OF FALLSBURG.  TO REACH
 AH7533'THE STATION FROM THE INTERSECTION OF PLEASANT VALLEY ROAD (SR 79) AND
 AH7533'FALLSBURG ROAD (SR 586) IN THE TOWN OF FALLSBURG PROCEED NORTHWEST
 AH7533'ALONG PLEASANT VALLEY ROAD (SR 79) A DISTANCE OF 2.5 MILES (4.0 KM) TO
 AH7533'ITS INTERSECTION WITH GIRL SCOUT ROAD (T-225) .  TURN RIGHT AND
 AH7533'PROCEED NORTHEAST ALONG GIRL SCOUT ROAD (T-225) A DISTANCE OF 1.0 MILE
 AH7533'(1.6 KM) TO THE STATION ON THE RIGHT NEAR THE INTERSECTION OF NORRIS
 AH7533'ROAD (T-219) .  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY
 AH7533'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT SET ONE INCH
 AH7533'BELOW THE GROUND SURFACE AND STAMPED FALLSBURY TWP 1 1998.  THE
 AH7533'STATION IS 12.6 FEET (3.8 M) AZIMUTH 273 DEGREES TO A METAL POLE WITH
 AH7533'THE NUMBER 4203/54/16/17, 30.3 FEET (9.2 M) AZIMUTH ONE DEGREE TO A
 AH7533'POWER POLE WITH THE NUMBER 4203/54/16/17 1/2, 95.8 FEET (29.2 M)
 AH7533'AZIMUTH 75 DEGREES TO A FENCE CORNER,41.8 FEET AZIMUTH 50 DEGREES TO A
 AH7533'TELEPHONE PEDESTAL AND 14.6 FEET (4.5 M) SOUTH FROM THE CENTERLINE OF
 AH7533'GIRL SCOUT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7534 ***********************************************************************
 AH7534  DESIGNATION -  FALLSBURY TWP 2
 AH7534  PID         -  AH7534
 AH7534  STATE/COUNTY-  OH/LICKING
 AH7534  USGS QUAD   -  PERRYTON (1978)
 AH7534
 AH7534                         *CURRENT SURVEY CONTROL
 AH7534  ___________________________________________________________________
 AH7534* NAD 83(1995)-  40 14 22.26211(N)    082 13 00.53390(W)     ADJUSTED  
 AH7534* NAVD 88     -       272.0    (meters)     892.     (feet)  GPS OBS   
 AH7534  ___________________________________________________________________
 AH7534  X           -     660,297.762 (meters)                     COMP
 AH7534  Y           -  -4,830,834.730 (meters)                     COMP
 AH7534  Z           -   4,098,476.962 (meters)                     COMP
 AH7534  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AH7534  ELLIP HEIGHT-         238.44  (meters)          (10/07/05) GPS OBS
 AH7534  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AH7534
 AH7534  HORZ ORDER  -  FIRST
 AH7534  ELLP ORDER  -  FOURTH    CLASS II
 AH7534
 AH7534.The horizontal coordinates were established by GPS observations
 AH7534.and adjusted by the National Geodetic Survey in February 1999..
 AH7534
 AH7534.The orthometric height was determined by GPS observations and a
 AH7534.high-resolution geoid model.
 AH7534
 AH7534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7534
 AH7534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7534
 AH7534.The ellipsoidal height was determined by GPS observations
 AH7534.and is referenced to NAD 83.
 AH7534
 AH7534.The geoid height was determined by GEOID03.
 AH7534
 AH7534;                    North         East     Units Scale Factor Converg.
 AH7534;SPC OH S     -   248,666.467   624,098.659   MT  1.00004731   +0 10 46.9
 AH7534;UTM  17      - 4,455,051.892   396,495.549   MT  0.99973188   -0 47 10.0
 AH7534
 AH7534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7534!SPC OH S     -   0.99996260  x   1.00004731  =   1.00000990
 AH7534!UTM  17      -   0.99996260  x   0.99973188  =   0.99969449
 AH7534
 AH7534                          SUPERSEDED SURVEY CONTROL
 AH7534
 AH7534  ELLIP H (02/25/99)  238.47   (m)                       GP(       ) 4 2
 AH7534
 AH7534.Superseded values are not recommended for survey control.
 AH7534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7534.See file dsdata.txt to determine how the superseded data were derived.
 AH7534
 AH7534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9649655052(NAD 83)
 AH7534_MARKER: DD = SURVEY DISK
 AH7534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7534_STAMPING: FALLSBURY TWP 2 1998
 AH7534_MARK LOGO: OH-089
 AH7534_PROJECTION: FLUSH
 AH7534_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7534+STABILITY: SURFACE MOTION
 AH7534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7534+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7534
 AH7534  HISTORY     - Date     Condition        Report By
 AH7534  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7534
 AH7534                          STATION DESCRIPTION
 AH7534
 AH7534'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7534'THE STATION IS LOCATED IN FALLSBURY TOWNSHIP IN LICKING COUNTY, OHIO
 AH7534'ABOUT 2.5 MILES (4.0 KM) NORTHEAST OF THE TOWN OF FALLSBURG.  TO REACH
 AH7534'THE STATION FROM THE INTERSECTION OF PLEASANT VALLEY ROAD (SR 586) AND
 AH7534'FALLSBURG ROAD (SR 79) IN THE TOWN OF FALLSBURG PROCEED NORTHEAST
 AH7534'ALONG FALLSBURG ROAD (SR 79) A DISTANCE OF 0.2 MILE (0.3 KM) TO THE
 AH7534'ITS INTERSECTION WITH PINE BLUFF ROAD (CR 223) . TURN LEFT AND PROCEED
 AH7534'NORTH ALONG PINE BLUFF ROAD (CR 223) A DISTANCE OF 1.3 MILES (2.1 KM)
 AH7534'TO ITS INTERSECTION WITH FRAMPTON ROAD (CR 201) .  TURN RIGHT AND
 AH7534'PROCEED EAST ALONG FRAMPTON ROAD (CR 201) A DISTANCE OF 1.2 MILES (1.9
 AH7534'KM) TO ITS INTERSECTION WITH ANDERSON ROAD (T-222) .  TURN LEFT AND
 AH7534'PROCEED NORTHWEST ALONG ANDERSON ROAD (T-222) A DISTANCE OF 1.1 MILES
 AH7534'(1.8 KM) TO ITS INTERSECTION WITH A GRAVEL DRIVEWAY ON THE LEFT AND
 AH7534'THE STATION IS ON THE LEFT.  THE STATION IS A STANDARD 3 1/4 INCH
 AH7534'LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT
 AH7534'ONE INCH BELOW THE GROUND SURFACE AND STAMPED FALLSBURY TWP 2 1998.
 AH7534'THE STATION IS 43.8 FEET (13.4 M) AZIMUTH 38 DEGREES TO A MAILBOX WITH
 AH7534'NUMBER 13115, 66.1 FEET (20.1 M) AZIMUTH 0 DEGREES TO THE CENTER OF A
 AH7534'36 INCH OAK TREE, 45.5 FEET (13.9 M) AZIMUTH 335 DEGREES TO A COUNTY
 AH7534'LINE MARKER POST, AND 45.5 FEET (13.9 M) AZIMUTH 314 DEGREES TO A
 AH7534'UTILITY POLE WITH NUMBER 7H9 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7535 ***********************************************************************
 AH7535  DESIGNATION -  FALLSBURY TWP 3
 AH7535  PID         -  AH7535
 AH7535  STATE/COUNTY-  OH/LICKING
 AH7535  USGS QUAD   -  PERRYTON (1978)
 AH7535
 AH7535                         *CURRENT SURVEY CONTROL
 AH7535  ___________________________________________________________________
 AH7535* NAD 83(1995)-  40 13 44.70695(N)    082 11 25.27304(W)     ADJUSTED  
 AH7535* NAVD 88     -       250.7    (meters)     823.     (feet)  GPS OBS   
 AH7535  ___________________________________________________________________
 AH7535  X           -     662,628.213 (meters)                     COMP
 AH7535  Y           -  -4,831,254.435 (meters)                     COMP
 AH7535  Z           -   4,097,578.863 (meters)                     COMP
 AH7535  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AH7535  ELLIP HEIGHT-         217.13  (meters)          (10/07/05) GPS OBS
 AH7535  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 AH7535
 AH7535  HORZ ORDER  -  FIRST
 AH7535  ELLP ORDER  -  FOURTH    CLASS II
 AH7535
 AH7535.The horizontal coordinates were established by GPS observations
 AH7535.and adjusted by the National Geodetic Survey in February 1999..
 AH7535
 AH7535.The orthometric height was determined by GPS observations and a
 AH7535.high-resolution geoid model.
 AH7535
 AH7535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7535
 AH7535.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7535
 AH7535.The ellipsoidal height was determined by GPS observations
 AH7535.and is referenced to NAD 83.
 AH7535
 AH7535.The geoid height was determined by GEOID03.
 AH7535
 AH7535;                    North         East     Units Scale Factor Converg.
 AH7535;SPC OH S     -   247,515.453   626,354.448   MT  1.00004460   +0 11 47.3
 AH7535;UTM  17      - 4,453,863.405   398,730.913   MT  0.99972624   -0 46 07.9
 AH7535
 AH7535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7535!SPC OH S     -   0.99996594  x   1.00004460  =   1.00001054
 AH7535!UTM  17      -   0.99996594  x   0.99972624  =   0.99969219
 AH7535
 AH7535                          SUPERSEDED SURVEY CONTROL
 AH7535
 AH7535  ELLIP H (02/25/99)  217.16   (m)                       GP(       ) 4 2
 AH7535
 AH7535.Superseded values are not recommended for survey control.
 AH7535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7535.See file dsdata.txt to determine how the superseded data were derived.
 AH7535
 AH7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9873153863(NAD 83)
 AH7535_MARKER: DD = SURVEY DISK
 AH7535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7535_STAMPING: FALLSBURY TWP 3 1998
 AH7535_MARK LOGO: OH-089
 AH7535_PROJECTION: FLUSH
 AH7535_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7535+STABILITY: SURFACE MOTION
 AH7535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7535+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7535
 AH7535  HISTORY     - Date     Condition        Report By
 AH7535  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7535
 AH7535                          STATION DESCRIPTION
 AH7535
 AH7535'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7535'THE STATION IS LOCATED IN FALLSBURY TOWNSHIP IN LICKING COUNTY, OHIO
 AH7535'ABOUT 3.0 MILES (4.8 KM) NORTHEAST OF THE TOWN OF FALLSBURG.  TO REACH
 AH7535'THE STATION FROM THE INTERSECTION OF PLEASANT VALLEY ROAD (SR 586) AND
 AH7535'FALLSBURG ROAD (SR 79) IN THE TOWN OF FALLSBURG PROCEED NORTHEAST
 AH7535'ALONG FALLSBURG ROAD (SR 79) A DISTANCE OF 0.2 MILE (0.3 KM) TO ITS
 AH7535'INTERSECTION WITH PINE BLUFF ROAD (CR 223) .  TURN LEFT AND PROCEED
 AH7535'NORTH ALONG PINE BLUFF ROAD (CR 223) A DISTANCE OF 1.3 MILES (2.1 KM)
 AH7535'TO ITS INTERSECTION WITH FRAMPTON ROAD (CR 201) . TURN RIGHT AND
 AH7535'PROCEED EAST ALONG FRAMPTON ROAD (CR 201) A DISTANCE OF 2.1 MILES (3.4
 AH7535'KM) TO ITS INTERSECTION WITH JUG RUN ROAD (T-184) AND THE STATION ON
 AH7535'THE RIGHT.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY
 AH7535'DISK SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND
 AH7535'SURFACE AND STAMPED FALLSBURY TWP 3 1998.  THE STATION IS 42.6 FEET
 AH7535'(13.0 M) AZIMUTH 85 DEGREES TO AN END POST OF A WIRE FENCE, 15.2 FEET
 AH7535'(4.6 M) AZIMUTH 241 DEGREES TO THE SOUTHEAST END OF A CONCRETE HEAD
 AH7535'WALL, 17.3 FEET (5.3 M) AZIMUTH 270 DEGREES TO THE EAST END OF SOUTH
 AH7535'GUARD RAIL, 31.3 FEET (9.5 M) AZIMUTH 313 DEGREES TO THE EAST END ON
 AH7535'THE NORTH GUARD RAIL, AND 53.4 FEET (16.3 M) AZIMUTH 338 DEGREES TO A
 AH7535'POWER POLE WITH THE NUMBER 7 H 206.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7554 ***********************************************************************
 AH7554  DESIGNATION -  FALLSBURY TWP 4
 AH7554  PID         -  AH7554
 AH7554  STATE/COUNTY-  OH/LICKING
 AH7554  USGS QUAD   -  HICKMAN (1970)
 AH7554
 AH7554                         *CURRENT SURVEY CONTROL
 AH7554  ___________________________________________________________________
 AH7554* NAD 83(1995)-  40 12 48.63790(N)    082 15 23.42412(W)     ADJUSTED  
 AH7554* NAVD 88     -       338.5    (meters)    1111.     (feet)  GPS OBS   
 AH7554  ___________________________________________________________________
 AH7554  X           -     657,209.158 (meters)                     COMP
 AH7554  Y           -  -4,833,189.247 (meters)                     COMP
 AH7554  Z           -   4,096,314.952 (meters)                     COMP
 AH7554  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AH7554  ELLIP HEIGHT-         304.84  (meters)          (10/07/05) GPS OBS
 AH7554  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AH7554
 AH7554  HORZ ORDER  -  FIRST
 AH7554  ELLP ORDER  -  FOURTH    CLASS II
 AH7554
 AH7554.The horizontal coordinates were established by GPS observations
 AH7554.and adjusted by the National Geodetic Survey in February 1999..
 AH7554
 AH7554.The orthometric height was determined by GPS observations and a
 AH7554.high-resolution geoid model.
 AH7554
 AH7554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7554
 AH7554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7554
 AH7554.The ellipsoidal height was determined by GPS observations
 AH7554.and is referenced to NAD 83.
 AH7554
 AH7554.The geoid height was determined by GEOID03.
 AH7554
 AH7554;                    North         East     Units Scale Factor Converg.
 AH7554;SPC OH S     -   245,768.739   620,728.744   MT  1.00004062   +0 09 16.2
 AH7554;UTM  17      - 4,452,212.253   393,078.320   MT  0.99974073   -0 48 40.8
 AH7554
 AH7554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7554!SPC OH S     -   0.99995218  x   1.00004062  =   0.99999280
 AH7554!UTM  17      -   0.99995218  x   0.99974073  =   0.99969292
 AH7554
 AH7554                          SUPERSEDED SURVEY CONTROL
 AH7554
 AH7554  ELLIP H (02/25/99)  304.89   (m)                       GP(       ) 4 2
 AH7554
 AH7554.Superseded values are not recommended for survey control.
 AH7554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7554.See file dsdata.txt to determine how the superseded data were derived.
 AH7554
 AH7554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9307852212(NAD 83)
 AH7554_MARKER: DD = SURVEY DISK
 AH7554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7554_STAMPING: FALLSBURY TWP 4 1998
 AH7554_MARK LOGO: OH-089
 AH7554_PROJECTION: FLUSH
 AH7554_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7554+STABILITY: SURFACE MOTION
 AH7554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7554+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7554
 AH7554  HISTORY     - Date     Condition        Report By
 AH7554  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7554
 AH7554                          STATION DESCRIPTION
 AH7554
 AH7554'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7554'THE STATION IS LOCATED IN FALLSBURY TOWNSHIP IN LICKING COUNTY, OHIO
 AH7554'ABOUT 1.3 MILES (2.1 KM) NORTHWEST OF THE TOWN OF FALLSBURG.  TO REACH
 AH7554'THE STATION FROM THE INTERSECTION OF FALLSBURG ROAD (SR 79) AND
 AH7554'PLEASANT VALLEY ROAD (SR 586) IN FALLSBURG PROCEED NORTHWEST ALONG
 AH7554'PLEASANT VALLEY ROAD (SR 586) A DISTANCE OF 1.3 MILES (2.1 KM) TO ITS
 AH7554'INTERSECTION WITH CULLISON ROAD (CR 226) TO THE STATION ON THE LEFT IN
 AH7554'THE CENTER OF THE TRIANGULAR SHAPED DIVIDER BETWEEN THE EAST AND WEST
 AH7554'BOUND ENTRANCE TO CULLISON ROAD (CR 226) .  THE STATION IS A STANDARD
 AH7554'3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE
 AH7554'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED FALLSBURY
 AH7554'TWP 4 1998.  THE STATION IS 14.7 FEET (4.5 M) AZIMUTH 311 DEGREES TO A
 AH7554'STOP SIGN, 71.9 FEET (21.9 M) AZIMUTH 10 DEGREES TO A POWER POLE WITH
 AH7554'THE NUMBER 4203/54/36, 63.5 FEET (19.4 M) AZIMUTH 169 DEGREES TO A
 AH7554'FENCE CORNER, AND 99.7 FEET (30.4 M) AZIMUTH 320 DEGREES TO A POWER
 AH7554'POLE WITH THE NUMBER 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7555 ***********************************************************************
 AH7555  DESIGNATION -  FALLSBURY TWP 5
 AH7555  PID         -  AH7555
 AH7555  STATE/COUNTY-  OH/LICKING
 AH7555  USGS QUAD   -  PERRYTON (1978)
 AH7555
 AH7555                         *CURRENT SURVEY CONTROL
 AH7555  ___________________________________________________________________
 AH7555* NAD 83(1995)-  40 12 39.84287(N)    082 13 02.60165(W)     ADJUSTED  
 AH7555* NAVD 88     -       323.5    (meters)    1061.     (feet)  GPS OBS   
 AH7555  ___________________________________________________________________
 AH7555  X           -     660,530.921 (meters)                     COMP
 AH7555  Y           -  -4,832,901.635 (meters)                     COMP
 AH7555  Z           -   4,096,098.117 (meters)                     COMP
 AH7555  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AH7555  ELLIP HEIGHT-         289.87  (meters)          (10/07/05) GPS OBS
 AH7555  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AH7555
 AH7555  HORZ ORDER  -  FIRST
 AH7555  ELLP ORDER  -  FOURTH    CLASS II
 AH7555
 AH7555.The horizontal coordinates were established by GPS observations
 AH7555.and adjusted by the National Geodetic Survey in February 1999..
 AH7555
 AH7555.The orthometric height was determined by GPS observations and a
 AH7555.high-resolution geoid model.
 AH7555
 AH7555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7555
 AH7555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7555
 AH7555.The ellipsoidal height was determined by GPS observations
 AH7555.and is referenced to NAD 83.
 AH7555
 AH7555.The geoid height was determined by GEOID03.
 AH7555
 AH7555;                    North         East     Units Scale Factor Converg.
 AH7555;SPC OH S     -   245,507.156   624,059.668   MT  1.00004001   +0 10 45.6
 AH7555;UTM  17      - 4,451,894.671   396,403.353   MT  0.99973211   -0 47 09.7
 AH7555
 AH7555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7555!SPC OH S     -   0.99995453  x   1.00004001  =   0.99999454
 AH7555!UTM  17      -   0.99995453  x   0.99973211  =   0.99968665
 AH7555
 AH7555                          SUPERSEDED SURVEY CONTROL
 AH7555
 AH7555  ELLIP H (02/25/99)  289.89   (m)                       GP(       ) 4 2
 AH7555
 AH7555.Superseded values are not recommended for survey control.
 AH7555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7555.See file dsdata.txt to determine how the superseded data were derived.
 AH7555
 AH7555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9640351895(NAD 83)
 AH7555_MARKER: DD = SURVEY DISK
 AH7555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7555_STAMPING: FALLSBURY TWP 5 1998
 AH7555_MARK LOGO: OH-089
 AH7555_PROJECTION: FLUSH
 AH7555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7555+STABILITY: SURFACE MOTION
 AH7555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7555+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7555
 AH7555  HISTORY     - Date     Condition        Report By
 AH7555  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7555
 AH7555                          STATION DESCRIPTION
 AH7555
 AH7555'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7555'THE STATION IS LOCATED IN FALLSBURY TOWNSHIP IN LICKING COUNTY, OHIO
 AH7555'ABOUT 1.0 MILE (1.6 KM) NORTHEAST OF THE TOWN OF FALLSBURG.  TO REACH
 AH7555'THE STATION FROM THE INTERSECTION OF FALLSBURG ROAD (SR 79) AND
 AH7555'PLEASANT VALLEY ROAD (SR 586) IN FALLSBURG PROCEED NORTHEAST ALONG
 AH7555'FALLSBURG ROAD (SR 79) A DISTANCE OF 1.15 MILES (1.85 KM) TO THE
 AH7555'STATION ON THE LEFT.  THE IS A STANDARD 3 1/4 INCH LICKING COUNTY
 AH7555'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT SET ONE INCH
 AH7555'BELOW THE GROUND SURFACE AND STAMPED FALLSBURY TWP 5 1998.  THE
 AH7555'STATION IS 111.0 FEET (33.8 M) AZIMUTH 20 DEGREES TO TWIN 24 INCH TALL
 AH7555'HICKORY TREE, 18.3 FEET (5.6 M) AZIMUTH 16 DEGREES TO A REFLECTOR
 AH7555'MARKER IN THE CENTERLINE OF THE ROAD, 144.7 FEET (44.1 M) AZIMUTH 246
 AH7555'DEGREES TO A POLE WITH THE NUMBER 6AZ/55, AND 93.8 AZIMUTH 29 DEGREES
 AH7555'TO A SATELLITE DISH POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7556 ***********************************************************************
 AH7556  DESIGNATION -  FALLSBURY TWP 6
 AH7556  PID         -  AH7556
 AH7556  STATE/COUNTY-  OH/LICKING
 AH7556  USGS QUAD   -  PERRYTON (1978)
 AH7556
 AH7556                         *CURRENT SURVEY CONTROL
 AH7556  ___________________________________________________________________
 AH7556* NAD 83(1995)-  40 12 36.94513(N)    082 11 07.17577(W)     ADJUSTED  
 AH7556* NAVD 88     -       251.9    (meters)     826.     (feet)  GPS OBS   
 AH7556  ___________________________________________________________________
 AH7556  X           -     663,235.730 (meters)                     COMP
 AH7556  Y           -  -4,832,534.296 (meters)                     COMP
 AH7556  Z           -   4,095,983.678 (meters)                     COMP
 AH7556  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AH7556  ELLIP HEIGHT-         218.34  (meters)          (10/07/05) GPS OBS
 AH7556  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 AH7556
 AH7556  HORZ ORDER  -  FIRST
 AH7556  ELLP ORDER  -  FOURTH    CLASS II
 AH7556
 AH7556.The horizontal coordinates were established by GPS observations
 AH7556.and adjusted by the National Geodetic Survey in February 1999..
 AH7556
 AH7556.The orthometric height was determined by GPS observations and a
 AH7556.high-resolution geoid model.
 AH7556
 AH7556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7556
 AH7556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7556
 AH7556.The ellipsoidal height was determined by GPS observations
 AH7556.and is referenced to NAD 83.
 AH7556
 AH7556.The geoid height was determined by GEOID03.
 AH7556
 AH7556;                    North         East     Units Scale Factor Converg.
 AH7556;SPC OH S     -   245,426.803   626,789.587   MT  1.00003980   +0 11 58.8
 AH7556;UTM  17      - 4,451,768.384   399,130.682   MT  0.99972525   -0 45 55.1
 AH7556
 AH7556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7556!SPC OH S     -   0.99996575  x   1.00003980  =   1.00000555
 AH7556!UTM  17      -   0.99996575  x   0.99972525  =   0.99969101
 AH7556
 AH7556                          SUPERSEDED SURVEY CONTROL
 AH7556
 AH7556  ELLIP H (02/25/99)  218.37   (m)                       GP(       ) 4 2
 AH7556
 AH7556.Superseded values are not recommended for survey control.
 AH7556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7556.See file dsdata.txt to determine how the superseded data were derived.
 AH7556
 AH7556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9913151768(NAD 83)
 AH7556_MARKER: DD = SURVEY DISK
 AH7556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7556_STAMPING: FALLSBURY TWP 6 1998
 AH7556_MARK LOGO: OH-089
 AH7556_PROJECTION: FLUSH
 AH7556_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7556+STABILITY: SURFACE MOTION
 AH7556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7556+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7556
 AH7556  HISTORY     - Date     Condition        Report By
 AH7556  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7556
 AH7556                          STATION DESCRIPTION
 AH7556
 AH7556'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7556'THE STATION IS LOCATED IN FALLSBURY TOWNSHIP IN LICKING COUNTY, OHIO
 AH7556'ABOUT 3.0 MILES (4.8 KM) EAST OF THE TOWN OF FALLSBURG.  TO REACH THE
 AH7556'STATION FROM THE INTERSECTION OF FALLSBURG ROAD (SR 79) AND PLEASANT
 AH7556'VALLEY ROAD (SR 586) IN FALLSBURG PROCEED NORTHEAST ALONG FALLSBURG
 AH7556'ROAD (SR 79) A DISTANCE OF 2.8 MILES (4.5 KM) TO THE STATION ON THE
 AH7556'RIGHT.  THE STATION IS ON THE SOUTH SIDE OF FALLSBURG ROAD (SR 79) IN
 AH7556'THE GRASSY SHOULDER APPROXIMATELY 200 FEET (61.0 M) EAST OF HOUSE
 AH7556'NUMBER 12933 AND 200 FEET (61.0 M) WEST OF THE LICKING/COSHOCTON
 AH7556'COUNTY LINE.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY
 AH7556'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE
 AH7556'GROUND SURFACE AND STAMPED FALLSBURY TWP 6 1998.  THE STATION IS 11.8
 AH7556'FEET (3.6 M) AZIMUTH 190 DEGREES TO FENCE POST ON THE SOUTH SIDE OF
 AH7556'FALLSBURG ROAD, 174.3 FEET (53.1 M) AZIMUTH 285 DEGREES TO A 16 INCH
 AH7556'IRON PIPE IN A DRIVEWAY TO HOUSE NUMBER 12933, AND 217.8 FEET (66.4 M)
 AH7556'AZIMUTH 93 DEGREES TO A COUNTY LINE SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7570 ***********************************************************************
 AH7570  DESIGNATION -  FALLSBURY TWP 7
 AH7570  PID         -  AH7570
 AH7570  STATE/COUNTY-  OH/LICKING
 AH7570  USGS QUAD   -  HICKMAN (1970)
 AH7570
 AH7570                         *CURRENT SURVEY CONTROL
 AH7570  ___________________________________________________________________
 AH7570* NAD 83(1995)-  40 11 25.64637(N)    082 15 54.28889(W)     ADJUSTED  
 AH7570* NAVD 88     -       293.8    (meters)     964.     (feet)  GPS OBS   
 AH7570  ___________________________________________________________________
 AH7570  X           -     656,703.725 (meters)                     COMP
 AH7570  Y           -  -4,834,891.035 (meters)                     COMP
 AH7570  Z           -   4,094,330.896 (meters)                     COMP
 AH7570  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 AH7570  ELLIP HEIGHT-         260.12  (meters)          (10/07/05) GPS OBS
 AH7570  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 AH7570
 AH7570  HORZ ORDER  -  FIRST
 AH7570  ELLP ORDER  -  FOURTH    CLASS II
 AH7570
 AH7570.The horizontal coordinates were established by GPS observations
 AH7570.and adjusted by the National Geodetic Survey in February 1999..
 AH7570
 AH7570.The orthometric height was determined by GPS observations and a
 AH7570.high-resolution geoid model.
 AH7570
 AH7570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7570
 AH7570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7570
 AH7570.The ellipsoidal height was determined by GPS observations
 AH7570.and is referenced to NAD 83.
 AH7570
 AH7570.The geoid height was determined by GEOID03.
 AH7570
 AH7570;                    North         East     Units Scale Factor Converg.
 AH7570;SPC OH S     -   243,206.924   620,005.534   MT  1.00003487   +0 08 56.6
 AH7570;UTM  17      - 4,449,663.745   392,312.264   MT  0.99974275   -0 48 59.3
 AH7570
 AH7570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7570!SPC OH S     -   0.99995920  x   1.00003487  =   0.99999406
 AH7570!UTM  17      -   0.99995920  x   0.99974275  =   0.99970196
 AH7570
 AH7570                          SUPERSEDED SURVEY CONTROL
 AH7570
 AH7570.No superseded survey control is available for this station.
 AH7570
 AH7570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9231249664(NAD 83)
 AH7570_MARKER: DD = SURVEY DISK
 AH7570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7570_STAMPING: FALLSBURY TWP 7 1998
 AH7570_MARK LOGO: OH-089
 AH7570_PROJECTION: FLUSH
 AH7570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7570+STABILITY: SURFACE MOTION
 AH7570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7570+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7570
 AH7570  HISTORY     - Date     Condition        Report By
 AH7570  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7570
 AH7570                          STATION DESCRIPTION
 AH7570
 AH7570'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7570'THE STATION IS LOCATED IN FALLSBURY TOWNSHIP IN LICKING COUNTY, OHIO
 AH7570'ABOUT 1.0 MILE (1.6 KM) SOUTHWEST OF THE TOWN OF FALLSBURG.  TO REACH
 AH7570'THE STATION FROM THE INTERSECTION OF PLEASANT VALLEY ROAD (SR 586) AND
 AH7570'FALLSBURG ROAD (SR 79) IN THE TOWN OF FALLSBURG PROCEED SOUTHWEST
 AH7570'ALONG FALLSBURG ROAD (SR 79) A DISTANCE OF 2.0 MILES (3.2 KM) TO THE
 AH7570'STATION ON THE RIGHT ON THE WEST SIDE OF ROAD.  THE STATION IS A
 AH7570'STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7570'PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND SURFACE AND STAMPED
 AH7570'FALLSBURG TWP 7 1998.  THE STATION IS 102.8 FEET (31.3 M) AZIMUTH 23
 AH7570'DEGREES TO A WOOD POLE WITH THE NUMBER 0056/401, 102.4 FEET (31.2 M)
 AH7570'AZIMUTH 150 DEGREES TO A WOOD POLE WITH THE NUMBER 256/400, 166.0 FEET
 AH7570'(50.6 M) AZIMUTH 350 DEGREES TO THE SOUTHEAST CORNER OF A CONCRETE
 AH7570'BLACK HOUSE, AND 18.1 FEET (5.5 M) AZIMUTH 85 DEGREES TO A MAG NAIL IN
 AH7570'THE CENTERLINE OF FALLSBURG ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7571 ***********************************************************************
 AH7571  DESIGNATION -  FALLSBURY TWP 8
 AH7571  PID         -  AH7571
 AH7571  STATE/COUNTY-  OH/LICKING
 AH7571  USGS QUAD   -  PERRYTON (1978)
 AH7571
 AH7571                         *CURRENT SURVEY CONTROL
 AH7571  ___________________________________________________________________
 AH7571* NAD 83(1995)-  40 10 54.64042(N)    082 13 47.59045(W)     ADJUSTED  
 AH7571* NAVD 88     -       274.7    (meters)     901.     (feet)  GPS OBS   
 AH7571  ___________________________________________________________________
 AH7571  X           -     659,754.900 (meters)                     COMP
 AH7571  Y           -  -4,835,083.732 (meters)                     COMP
 AH7571  Z           -   4,093,587.928 (meters)                     COMP
 AH7571  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AH7571  ELLIP HEIGHT-         241.00  (meters)          (10/07/05) GPS OBS
 AH7571  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AH7571
 AH7571  HORZ ORDER  -  FIRST
 AH7571  ELLP ORDER  -  FOURTH    CLASS II
 AH7571
 AH7571.The horizontal coordinates were established by GPS observations
 AH7571.and adjusted by the National Geodetic Survey in February 1999..
 AH7571
 AH7571.The orthometric height was determined by GPS observations and a
 AH7571.high-resolution geoid model.
 AH7571
 AH7571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7571
 AH7571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7571
 AH7571.The ellipsoidal height was determined by GPS observations
 AH7571.and is referenced to NAD 83.
 AH7571
 AH7571.The geoid height was determined by GEOID03.
 AH7571
 AH7571;                    North         East     Units Scale Factor Converg.
 AH7571;SPC OH S     -   242,258.932   623,005.473   MT  1.00003276   +0 10 17.0
 AH7571;UTM  17      - 4,448,665.643   395,294.928   MT  0.99973496   -0 47 37.0
 AH7571
 AH7571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7571!SPC OH S     -   0.99996219  x   1.00003276  =   0.99999495
 AH7571!UTM  17      -   0.99996219  x   0.99973496  =   0.99969716
 AH7571
 AH7571                          SUPERSEDED SURVEY CONTROL
 AH7571
 AH7571  ELLIP H (02/25/99)  241.02   (m)                       GP(       ) 4 2
 AH7571
 AH7571.Superseded values are not recommended for survey control.
 AH7571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7571.See file dsdata.txt to determine how the superseded data were derived.
 AH7571
 AH7571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9529548666(NAD 83)
 AH7571_MARKER: DD = SURVEY DISK
 AH7571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7571_STAMPING: FALLSBURY TWP 8 1998
 AH7571_MARK LOGO: OH-089
 AH7571_PROJECTION: FLUSH
 AH7571_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7571+STABILITY: SURFACE MOTION
 AH7571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7571+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7571
 AH7571  HISTORY     - Date     Condition        Report By
 AH7571  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7571
 AH7571                          STATION DESCRIPTION
 AH7571
 AH7571'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7571'THE STATION IS LOCATED IN FALLSBURY TOWNSHIP IN LICKING COUNTY, OHIO
 AH7571'ABOUT 1.5 MILES (2.4 KM) SOUTH OF THE TOWN OF FALLSBURG.  TO REACH THE
 AH7571'STATION FROM THE INTERSECTION OF PLEASANT VALLEY ROAD (SR 586) AND
 AH7571'FALLSBURG ROAD (SR 79) IN THE TOWN OF FALLSBURG PROCEED SOUTHEAST
 AH7571'ALONG PLEASANT VALLEY ROAD (SR 586) A DISTANCE OF 1.5 MILES (2.4 KM)
 AH7571'TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD 3 1/4 INCH
 AH7571'LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT
 AH7571'SET ONE INCH BELOW THE GROUND SURFACE AND STAMPED FALLSBURG TWP 8
 AH7571'1998.  THE STATION IS 59.5 FEET (18.1 M) AZIMUTH 352 DEGREES TO A WOOD
 AH7571'POLE WITH THE NUMBER 152FD, 127.8 FEET (39.0 M) AZIMUTH 359 DEGREES TO
 AH7571'METAL POLE WITH THE NUMBER 6A1/25, 107.0 FEET (32.6 M) AZIMUTH 191
 AH7571'DEGREES TO A METAL POLE WITH THE NUMBER 6A1/25X, 63.5 FEET (19.4 M)
 AH7571'AZIMUTH 124 DEGREES TO AN EIGHT INCH PINE TREE ON THE EAST SIDE OF
 AH7571'PLEASANT VALLEY ROAD, AND 16.0 FEET (4.9 M) AZIMUTH 275 DEGREES TO A
 AH7571'FOUR FOOT WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7572 ***********************************************************************
 AH7572  DESIGNATION -  FALLSBURY TWP 9
 AH7572  PID         -  AH7572
 AH7572  STATE/COUNTY-  OH/LICKING
 AH7572  USGS QUAD   -  PERRYTON (1978)
 AH7572
 AH7572                         *CURRENT SURVEY CONTROL
 AH7572  ___________________________________________________________________
 AH7572* NAD 83(1995)-  40 10 59.52943(N)    082 11 14.71104(W)     ADJUSTED  
 AH7572* NAVD 88     -       243.0    (meters)     797.     (feet)  GPS OBS   
 AH7572  ___________________________________________________________________
 AH7572  X           -     663,321.874 (meters)                     COMP
 AH7572  Y           -  -4,834,473.053 (meters)                     COMP
 AH7572  Z           -   4,093,682.718 (meters)                     COMP
 AH7572  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AH7572  ELLIP HEIGHT-         209.35  (meters)          (10/07/05) GPS OBS
 AH7572  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AH7572
 AH7572  HORZ ORDER  -  FIRST
 AH7572  ELLP ORDER  -  FOURTH    CLASS II
 AH7572
 AH7572.The horizontal coordinates were established by GPS observations
 AH7572.and adjusted by the National Geodetic Survey in February 1999..
 AH7572
 AH7572.The orthometric height was determined by GPS observations and a
 AH7572.high-resolution geoid model.
 AH7572
 AH7572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7572
 AH7572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7572
 AH7572.The ellipsoidal height was determined by GPS observations
 AH7572.and is referenced to NAD 83.
 AH7572
 AH7572.The geoid height was determined by GEOID03.
 AH7572
 AH7572;                    North         East     Units Scale Factor Converg.
 AH7572;SPC OH S     -   242,421.402   626,621.791   MT  1.00003309   +0 11 54.0
 AH7572;UTM  17      - 4,448,767.168   398,912.374   MT  0.99972579   -0 45 58.4
 AH7572
 AH7572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7572!SPC OH S     -   0.99996716  x   1.00003309  =   1.00000025
 AH7572!UTM  17      -   0.99996716  x   0.99972579  =   0.99969296
 AH7572
 AH7572                          SUPERSEDED SURVEY CONTROL
 AH7572
 AH7572  ELLIP H (02/25/99)  209.39   (m)                       GP(       ) 4 2
 AH7572
 AH7572.Superseded values are not recommended for survey control.
 AH7572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7572.See file dsdata.txt to determine how the superseded data were derived.
 AH7572
 AH7572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9891248767(NAD 83)
 AH7572_MARKER: DD = SURVEY DISK
 AH7572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7572_STAMPING: FALLSBURY TWP 9 1998
 AH7572_MARK LOGO: OH-089
 AH7572_PROJECTION: FLUSH
 AH7572_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7572+STABILITY: SURFACE MOTION
 AH7572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7572+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7572
 AH7572  HISTORY     - Date     Condition        Report By
 AH7572  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7572
 AH7572                          STATION DESCRIPTION
 AH7572
 AH7572'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7572'THE STATION IS LOCATED IN FALLSBURY TOWNSHIP IN LICKING COUNTY, OHIO
 AH7572'ABOUT 2.7 MILES (4.3 KM) SOUTHEAST OF FALLSBURG.  TO REACH THE STATION
 AH7572'FROM THE INTERSECTION OF PLEASANT VALLEY ROAD (SR 586) AND FALLSBURG
 AH7572'ROAD (SR 79) IN FALLSBURG PROCEED SOUTH ALONG PLEASANT VALLEY ROAD (SR
 AH7572'586) A DISTANCE OF ABOUT 1.0 MILE (1.6 KM) TO ITS INTERSECTION WITH
 AH7572'MCKEE HILL ROAD (T-228) .  TURN LEFT AND PROCEED EAST ALONG MCKEE HILL
 AH7572'ROAD (T-228) A DISTANCE OF APPROXIMATELY 2.0 MILES (3.2 KM) TO ITS
 AH7572'INTERSECTION WITH LICKING VALLEY ROAD (CR 668) .  CONTINUE AND PROCEED
 AH7572'EAST ALONG MCKEE HILL ROAD (T-228) A DISTANCE OF 0.6 MILE (1.0 KM) TO
 AH7572'THE STATION ON THE RIGHT.  THE IS A STANDARD 3 1/4 INCH LICKING COUNTY
 AH7572'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT SET ONE INCH
 AH7572'BELOW THE GROUND SURFACE AND STAMPED FALLSBURG TWP 9 1998.  THE
 AH7572'STATION IS 15.0 FEET (4.6 M) AZIMUTH 27 DEGREES TO A POWER POLE WITH
 AH7572'THE NUMBER 9, 31.3 FEET (9.5 M) AZIMUTH 67 DEGREES TO A TELEPHONE
 AH7572'PEDESTAL WITH THE NUMBER 474/4LP5, 88.1 FEET (26.9 M) AZIMUTH 88
 AH7572'DEGREES TO A TANK VALVE ON A TANK WITH THE NUMBER 111022, AND 36.3
 AH7572'FEET (11.1 M) AZIMUTH 78 DEGREES TO A CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2045 ***********************************************************************
 MB2045  DESIGNATION -  FARMINGTON
 MB2045  PID         -  MB2045
 MB2045  STATE/COUNTY-  OH/TRUMBULL
 MB2045  USGS QUAD   -  SOUTHINGTON (1994)
 MB2045
 MB2045                         *CURRENT SURVEY CONTROL
 MB2045  ___________________________________________________________________
 MB2045* NAD 83(1995)-  41 22 24.22374(N)    080 57 18.05904(W)     ADJUSTED  
 MB2045* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 MB2045  ___________________________________________________________________
 MB2045  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 MB2045  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB2045
 MB2045  HORZ ORDER  -  SECOND
 MB2045
 MB2045.The horizontal coordinates were established by classical geodetic methods
 MB2045.and adjusted by the National Geodetic Survey in April 1998..
 MB2045
 MB2045.The orthometric height was scaled from a topographic map.
 MB2045
 MB2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2045
 MB2045.The geoid height was determined by GEOID03.
 MB2045
 MB2045;                    North         East     Units Scale Factor Converg.
 MB2045;SPC OH N     -   190,671.842   729,238.343   MT  0.99995334   +1 00 53.9
 MB2045;UTM  17      - 4,580,209.826   503,761.759   MT  0.99960017   +0 01 47.0
 MB2045
 MB2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2045!SPC OH N     -   0.99996486  x   0.99995334  =   0.99991820
 MB2045!UTM  17      -   0.99996486  x   0.99960017  =   0.99956505
 MB2045
 MB2045|---------------------------------------------------------------------|
 MB2045| PID    Reference Object                     Distance      Geod. Az  |
 MB2045|                                                           dddmmss.s |
 MB2045| MB0497 C 163                                26.290 METERS 14657     |
 MB2045| CX4478 FARMINGTON AZ MK                                   1491659.4 |
 MB2045| CX4479 FARMINGTON RM 1                      27.531 METERS 20827     |
 MB2045| MB2054 MESOPOTAMIA RESET                   APPROX. 9.2 KM 3370731.7 |
 MB2045|---------------------------------------------------------------------|
 MB2045
 MB2045                          SUPERSEDED SURVEY CONTROL
 MB2045
 MB2045  NAD 83(1986)-  41 22 24.23003(N)    080 57 18.05531(W) AD(       ) 2
 MB2045  NAD 27      -  41 22 24.03100(N)    080 57 18.72200(W) AD(       ) 2
 MB2045
 MB2045.Superseded values are not recommended for survey control.
 MB2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2045.See file dsdata.txt to determine how the superseded data were derived.
 MB2045
 MB2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0376280210(NAD 83)
 MB2045_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2045_STAMPING: FARMINGTON 1951
 MB2045
 MB2045  HISTORY     - Date     Condition        Report By
 MB2045  HISTORY     - 1951     MONUMENTED       CGS
 MB2045  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MB2045  HISTORY     - 19930910 MARK NOT FOUND   OHDT
 MB2045
 MB2045                          STATION DESCRIPTION
 MB2045
 MB2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2045'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF FARMINGTON ON THE WEST
 MB2045'SIDE OF STATE HIGHWAY NO. 534
 MB2045'IN THE NORTHEAST CORNER OF BARN YARD AND ON LAND OWNED BY MR.
 MB2045'CLARENCE WOLFE.  IT IS 23 FEET
 MB2045'SOUTHEAST OF A 36 INCH CATALPA TREE AND 14 FEET WEST OF WHITE
 MB2045'WITNESS POST AND FENCE LINE.  THE MARK
 MB2045'IS SET ABOUT 12 INCHES BELOW THE GROUND SURFACE
 MB2045'AND THE DISK STAMPED FARMINGTON 1951.
 MB2045'
 MB2045'REFERENCE MARK NO 1 IS 3 FEET EAST OF GATE POST AND 1 FOOT NORTH OF
 MB2045'FENCE LINE.  THE MARK IS SET
 MB2045'FLUSH WITH GROUND SURFACE AND THE DISK STAMPED FARMINGTON NO 1 1951.
 MB2045'
 MB2045'C 163 (USC AND GS) BENCH MARK WAS USED AS REFERENCE MARK NO 2.  IT IS
 MB2045'22 FEET WEST OF THE WEST RAIL OF
 MB2045'RAILROAD TRACKS, 2 FEET EAST OF FENCE CORNER AND 3 FEET SOUTH OF
 MB2045'WHITE WITNESS POST.  THE MARK
 MB2045'PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED C 163 1950.
 MB2045'
 MB2045'THE AZIMUTH MARK IS 43 FEET EAST OF TREE AND FENCE CORNER, 4 FEET
 MB2045'EAST OF WHITE WITNESS POST
 MB2045'AND 1 FOOT NORTH OF FENCE LINE.  THE MARK IS SET FLUSH WITH THE
 MB2045'GROUND SURFACE AND THE DISK
 MB2045'STAMPED FARMINGTON 1951.
 MB2045'
 MB2045'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 88 AND
 MB2045'534 IN FARMINGTON, GO
 MB2045'SOUTH ON STATE HIGHWAY NO. 534 FOR 1.1 MILE TO DRIVEWAY RIGHT INTO
 MB2045'THE WOLFE FARM YARD JUST AFTER
 MB2045'CROSSING RAILROAD TRACKS, TURN RIGHT INTO DRIVEWAY AND
 MB2045'CONTINUE ON AROUND FARM HOUSE TO GATE IN
 MB2045'FENCE LINE, PASS THROUGH GATE AND CROSS
 MB2045'BARN YARD TO THE SOUTHEAST CORNER AND STATION AS DESCRIBED.
 MB2045'
 MB2045'TO REACH THE AZIMUTH MARK FROM THE RAILROAD CROSSING DIRECTLY EAST OF
 MB2045'MR. WOLFES HOUSE, TURN LEFT
 MB2045'INTO DRIVEWAY OF HOUSE ACROSS ROAD AND GO EAST FOR ABOUT 0.05 MILE
 MB2045'TO BOARD GATE ON THE RIGHT JUST
 MB2045'BEFORE REACHING LARGE BARN, TURN RIGHT THROUGH GATE
 MB2045'AND GO SOUTH ACROSS OPEN FIELD FOR 0.15 MILE TO
 MB2045'MARK IN FENCE LINE AS DESCRIBED.
 MB2045'
 MB2045'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 MB2045
 MB2045                          STATION RECOVERY (1977)
 MB2045
 MB2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2045'THE STATION MARK AND AZIMUTH MARK WERE SEARCHED FOR BUT NOT
 MB2045'RECOVERED.  THE STATION IS BELIEVED TO BE UNDER A HUGE PILE OF
 MB2045'LARGE BROKEN CONCRETE SLABS DUMPED ON THE STATION SITE.
 MB2045'REFERENCE MARK 1 AND BENCH MARK C 163 WERE RECOVERED IN GOOD
 MB2045'CONDITION.
 MB2045'
 MB2045'FARMINGTON 2 WITH AN AZIMUTH MARK WERE ESTABLISHED AT THIS
 MB2045'TIME.
 MB2045'
 MB2045'DESCRIBED BY B.R. LEWIS.
 MB2045
 MB2045                          STATION RECOVERY (1993)
 MB2045
 MB2045'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2045'-------REPORT BY ODOT---------YEAR 1993--------CONDITION NOT FOUND
 MB2045' 
 MB2045'MARK UNDER REMAINS OF OLD HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2051 ***********************************************************************
 MB2051  DESIGNATION -  FARMINGTON 2
 MB2051  PID         -  MB2051
 MB2051  STATE/COUNTY-  OH/TRUMBULL
 MB2051  USGS QUAD   -  SOUTHINGTON (1994)
 MB2051
 MB2051                         *CURRENT SURVEY CONTROL
 MB2051  ___________________________________________________________________
 MB2051* NAD 83(1995)-  41 22 23.96805(N)    080 57 17.94489(W)     ADJUSTED  
 MB2051* NAVD 88     -       257.78   (+/-2cm)     845.7    (feet)  VERTCON   
 MB2051  ___________________________________________________________________
 MB2051  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 MB2051  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB2051
 MB2051  HORZ ORDER  -  FIRST
 MB2051  VERT ORDER  -  THIRD ? (See Below)
 MB2051
 MB2051.The horizontal coordinates were established by classical geodetic methods
 MB2051.and adjusted by the National Geodetic Survey in April 1998..
 MB2051
 MB2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2051.The vertical order pertains to the NGVD 29 superseded value.
 MB2051
 MB2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2051
 MB2051.The geoid height was determined by GEOID03.
 MB2051
 MB2051;                    North         East     Units Scale Factor Converg.
 MB2051;SPC OH N     -   190,664.002   729,241.135   MT  0.99995333   +1 00 54.0
 MB2051;UTM  17      - 4,580,201.943   503,764.415   MT  0.99960017   +0 01 47.1
 MB2051
 MB2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2051!SPC OH N     -   0.99996487  x   0.99995333  =   0.99991820
 MB2051!UTM  17      -   0.99996487  x   0.99960017  =   0.99956505
 MB2051
 MB2051|---------------------------------------------------------------------|
 MB2051| PID    Reference Object                     Distance      Geod. Az  |
 MB2051|                                                           dddmmss.s |
 MB2051| MB0497 C 163                                18.350 METERS 14026     |
 MB2051| MB2049 FARMINGTON 2 AZ MK PTA              287.479 METERS 17305     |
 MB2051| MB2050 FARMINGTON 2 AZ MK                  280.933 METERS 17305     |
 MB2051| MB2047 SOUTHINGTON 2                       APPROX. 7.1 KM 1811828.8 |
 MB2051| CX4479 FARMINGTON RM 1                      22.736 METERS 22318     |
 MB2051|---------------------------------------------------------------------|
 MB2051
 MB2051                          SUPERSEDED SURVEY CONTROL
 MB2051
 MB2051  NAD 83(1986)-  41 22 23.97521(N)    080 57 17.94198(W) AD(       ) 1
 MB2051  NAD 27      -  41 22 23.77556(N)    080 57 18.60792(W) AD(       ) 1
 MB2051  NGVD 29 (07/19/86)  257.96   (m)          846.3    (f) LEVELING    3  
 MB2051
 MB2051.Superseded values are not recommended for survey control.
 MB2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2051.See file dsdata.txt to determine how the superseded data were derived.
 MB2051
 MB2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0376480202(NAD 83)
 MB2051_MARKER: DB = BENCH MARK DISK
 MB2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2051_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2051_STAMPING: FARMINGTON 2 1977
 MB2051_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2051+STABILITY: SURFACE MOTION
 MB2051
 MB2051  HISTORY     - Date     Condition        Report By
 MB2051  HISTORY     - 1977     MONUMENTED       NGS
 MB2051  HISTORY     - 19930910 GOOD             OHDT
 MB2051  HISTORY     - 19970920 GOOD             USPSQD
 MB2051
 MB2051                          STATION DESCRIPTION
 MB2051
 MB2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2051'THE STATION LOCATED ABOUT 5 MILES NORTH OF THE SMALL VILLAGE OF
 MB2051'SOUTHINGTON, 2-1/2 MILES EAST OF THE GEAUGA-TRUMBULL COUNTYLINE,
 MB2051'1-1/2 MILES SOUTHEAST OF THE SMALL VILLAGE OF WEST FARMINGTON,
 MB2051'AND ON PROPERTY OWNED BY TONY MEICELI, TELEPHONE 889-8987.
 MB2051'
 MB2051'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 305 AND 534 IN
 MB2051'SOUTHINGTON, GO NORTH ON STATE HIGHWAY 534 FOR 4.55 MILES TO
 MB2051'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON STATE HIGHWAY
 MB2051'534 FOR 0.15 MILE TO A RAILROAD CROSSING AND THE STATION ON
 MB2051'THE LEFT.
 MB2051'
 MB2051'STATION MARKS, STAMPED---FARMINGTON 2 1977---, ARE STANDARD
 MB2051'DISKS.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 MB2051'MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE GROUND.  IT IS 85
 MB2051'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 534, 38.7 FEET
 MB2051'SOUTHWEST OF THE SOUTHWEST RAIL OF RAILROAD TRACK, AND
 MB2051'15.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 MB2051'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MB2051'40 INCHES BELOW THE SURFACE.
 MB2051'
 MB2051'REFERENCE MARK 1, STAMPED---FARMINGTON NO 1 1951---, IS A
 MB2051'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MB2051'MONUMENT PROJECTING 1 INCH ABOVE THE GROUND.  IT IS 2.5 FEET
 MB2051'EAST-NORTHEAST OF A WOODEN GATE POST, 1.5 FEET NORTH OF A
 MB2051'FENCE, AND 1.3 FEET NORTHWEST OF A METAL WITNESS POST.
 MB2051'
 MB2051'BENCH MARK C 163 1950, STAMPED---C 163 1950---, IS A STANDARD
 MB2051'BENCH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MB2051'MONUMENT PROJECTING 1 INCH ABOVE THE GROUND.  IT IS 44 FEET
 MB2051'WEST OF THE CENTERLINE OF STATE HIGHWAY 534, 23 FEET SOUTHWEST
 MB2051'OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK, AND 1.0 FEET
 MB2051'SOUTHEAST OF A WOODEN CORNER POST.
 MB2051'
 MB2051'AZIMUTH MARK, STAMPED---FARMINGTON 2 1977---, IS A STANDARD
 MB2051'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 MB2051'DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS 26.5 FEET
 MB2051'EAST OF THE CENTERLINE OF STATE HIGHWAY 534, 1.5 FEET NORTH OF
 MB2051'A UTILITY POLE, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 MB2051'
 MB2051'HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.4 METERS.  NO
 MB2051'MEASUREMENT BETWEEN REFERENCE MARKS DUE TO FENCELINE, POSTS,
 MB2051'AND BRUSH ON LINE.
 MB2051'
 MB2051'DESCRIBED BY V. WILSON.
 MB2051
 MB2051                          STATION RECOVERY (1993)
 MB2051
 MB2051'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2051'-------REPORT BY ODOT--------YEAR 1993--------CONDITION --GOOD
 MB2051' 
 MB2051'RAILROAD TRACKS GONE, THE STATION IS 60.4' NW OF RM 2, 74.4' NE OF RM
 MB2051'1, 6' WEST OF A 12" ELM, 16' WEST FROM RAILROAD RIGHT OF WAY FENCE AND
 MB2051'IN LINE WITH 12" ELM, MARK IS NORTH OF AND ON RESIDENCE 5649.
 MB2051' 
 MB2051'REF. MARK NO.1 IS 74.5' SW OF STATION, 90.3' ENE OF THE NE CORNER OF A
 MB2051'WOOD SHED, 99.2' ESE OF THE SE CORNER OF A LARGE BARN, 96' NORTH OF A
 MB2051'24" MAPLE TREE, 1.5' NW OF A METAL WITNESS POST AND 89.76' WEST OF RM
 MB2051'2.
 MB2051' 
 MB2051'REF. MARK NO.2 IS 27' NE OF A 24" PINE TREE, 19.5' EAST OF A 10" ELM
 MB2051'TREE AND IS 89.76' EAST OF RM 1.
 MB2051
 MB2051                          STATION RECOVERY (1997)
 MB2051
 MB2051'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2050 ***********************************************************************
 MB2050  DESIGNATION -  FARMINGTON 2 AZ MK
 MB2050  PID         -  MB2050
 MB2050  STATE/COUNTY-  OH/TRUMBULL
 MB2050  USGS QUAD   -  SOUTHINGTON (1994)
 MB2050
 MB2050                         *CURRENT SURVEY CONTROL
 MB2050  ___________________________________________________________________
 MB2050* NAD 83(1995)-  41 22 14.92790(N)    080 57 16.49006(W)     ADJUSTED  
 MB2050* NAVD 88     -       259.0    (meters)     850.     (feet)  VERTCON   
 MB2050  ___________________________________________________________________
 MB2050  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 MB2050  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB2050
 MB2050  HORZ ORDER  -  SECOND
 MB2050
 MB2050.The horizontal coordinates were established by classical geodetic methods
 MB2050.and adjusted by the National Geodetic Survey in April 1998..
 MB2050
 MB2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2050
 MB2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2050
 MB2050.The geoid height was determined by GEOID03.
 MB2050
 MB2050;                    North         East     Units Scale Factor Converg.
 MB2050;SPC OH N     -   190,385.767   729,279.877   MT  0.99995310   +1 00 54.9
 MB2050;UTM  17      - 4,579,923.181   503,798.355   MT  0.99960018   +0 01 48.1
 MB2050
 MB2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2050!SPC OH N     -   0.99996467  x   0.99995310  =   0.99991778
 MB2050!UTM  17      -   0.99996467  x   0.99960018  =   0.99956487
 MB2050
 MB2050                          SUPERSEDED SURVEY CONTROL
 MB2050
 MB2050  NAD 83(1986)-  41 22 14.93507(N)    080 57 16.48716(W) AD(       ) 2
 MB2050  NAD 27      -  41 22 14.73531(N)    080 57 17.15322(W) AD(       ) 2
 MB2050  NGVD 29 (07/19/86)  259.2    (m)          850.     (f) VERT ANG       
 MB2050
 MB2050.Superseded values are not recommended for survey control.
 MB2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2050.See file dsdata.txt to determine how the superseded data were derived.
 MB2050
 MB2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0379879923(NAD 83)
 MB2050_MARKER: DD = SURVEY DISK
 MB2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2050_STAMPING: FARMINGTON 2 1977
 MB2050_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2050+STABILITY: SURFACE MOTION
 MB2050
 MB2050  HISTORY     - Date     Condition        Report By
 MB2050  HISTORY     - 1977     MONUMENTED       NGS
 MB2050  HISTORY     - 19930921 GOOD             OHDT
 MB2050  HISTORY     - 19970920 GOOD             USPSQD
 MB2050
 MB2050                          STATION DESCRIPTION
 MB2050
 MB2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2050'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF THE SMALL VILLAGE
 MB2050'OF SOUTHINGTON, 2-1/2 MILES EAST OF THE GEAUGA-TRUMBULL
 MB2050'COUNTYLINE, 1-1/2 MILES SOUTHEAST OF THE SMALL VILLAGE OF WEST
 MB2050'FARMINGTON, AND ON STATE HIGHWAY 534 RIGHT-OF-WAY.
 MB2050'
 MB2050'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 305 AND 534 IN
 MB2050'SOUTHINGTON, GO NORTH ON STATE HIGHWAY 534 TO THE STATION ON
 MB2050'THE RIGHT.
 MB2050'
 MB2050'STATION MARK, STAMPED---FARMINGTON 2 1977---, IS A STANDARD
 MB2050'AZIMUTH MARK DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 MB2050'12 INCHES IN DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND.
 MB2050'IT IS 26.5 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 534,
 MB2050'1.5 FEET NORTH OF A UTILITY POLE, AND 1.5 FEET SOUTH OF A
 MB2050'METAL WITNESS POST.
 MB2050'
 MB2050'HEIGHT OF LIGHT ABOVE STATION MARKS WAS 1.2 METERS.
 MB2050'
 MB2050'DESCRIBED BY V. WILSON.
 MB2050
 MB2050                          STATION RECOVERY (1993)
 MB2050
 MB2050'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2050'-------REPORT BY ODOT --------YEAR 1993--------CONDITION --GOOD
 MB2050' 
 MB2050'MARK IS NOW 3' NORTH OF TELEPHONE POLE, 152.5' NE OF THE NE CORNER OF
 MB2050'A WHITE 2 STORY FRAME HOUSE NO. 5574
 MB2050
 MB2050                          STATION RECOVERY (1997)
 MB2050
 MB2050'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB2050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1429 ***********************************************************************
 MC1429  DESIGNATION -  FATHER
 MC1429  PID         -  MC1429
 MC1429  STATE/COUNTY-  OH/HENRY
 MC1429  USGS QUAD   -  MC CLURE (1971)
 MC1429
 MC1429                         *CURRENT SURVEY CONTROL
 MC1429  ___________________________________________________________________
 MC1429* NAD 83(1995)-  41 18 07.00470(N)    083 56 45.27451(W)     ADJUSTED  
 MC1429* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 MC1429  ___________________________________________________________________
 MC1429  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 MC1429  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 MC1429
 MC1429  HORZ ORDER  -  THIRD
 MC1429
 MC1429.The horizontal coordinates were established by classical geodetic methods
 MC1429.and adjusted by the National Geodetic Survey in April 1998..
 MC1429
 MC1429.The orthometric height was scaled from a topographic map.
 MC1429
 MC1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1429
 MC1429.The geoid height was determined by GEOID03.
 MC1429
 MC1429;                    North         East     Units Scale Factor Converg.
 MC1429;SPC OH N     -   182,595.983   478,916.899   MT  0.99994748   -0 56 59.6
 MC1429;UTM  17      - 4,576,463.656   253,364.414   MT  1.00034869   -1 56 43.3
 MC1429;UTM  16      - 4,576,776.984   755,693.729   MT  1.00040470   +2 01 00.7
 MC1429
 MC1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1429!SPC OH N     -   0.99997281  x   0.99994748  =   0.99992029
 MC1429!UTM  17      -   0.99997281  x   1.00034869  =   1.00032149
 MC1429!UTM  16      -   0.99997281  x   1.00040470  =   1.00037750
 MC1429
 MC1429:                Primary Azimuth Mark                     Grid Az
 MC1429:SPC OH N     -  FULLER                                   044 35 18.1
 MC1429:UTM  17      -  FULLER                                   045 35 01.8
 MC1429:UTM  16      -  FULLER                                   041 37 17.8
 MC1429
 MC1429|---------------------------------------------------------------------|
 MC1429| PID    Reference Object                     Distance      Geod. Az  |
 MC1429|                                                           dddmmss.s |
 MC1429| MC1437 FULLER                              APPROX. 0.6 KM 0433818.5 |
 MC1429| MC1443 MICHAEL                             416.687 METERS 0924510.1 |
 MC1429|---------------------------------------------------------------------|
 MC1429
 MC1429                          SUPERSEDED SURVEY CONTROL
 MC1429
 MC1429  NAD 83(1995)-  41 18 07.01316(N)    083 56 45.27929(W) AD(       ) 3
 MC1429  NAD 83(1986)-  41 18 07.01536(N)    083 56 45.28473(W) AD(       ) 3
 MC1429  NAD 27      -  41 18 06.82900(N)    083 56 45.48700(W) AD(       ) 3
 MC1429
 MC1429.Superseded values are not recommended for survey control.
 MC1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1429.See file dsdata.txt to determine how the superseded data were derived.
 MC1429
 MC1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5336476464(NAD 83)
 MC1429_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1429_STAMPING: FATHER 1947
 MC1429_MARK LOGO: CGS   
 MC1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1429+STABILITY: SURFACE MOTION
 MC1429
 MC1429  HISTORY     - Date     Condition        Report By
 MC1429  HISTORY     - 1947     MONUMENTED       CGS
 MC1429  HISTORY     - 1963     GOOD             CGS
 MC1429
 MC1429                          STATION DESCRIPTION
 MC1429
 MC1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1429'THE STATION IS 1/4 MILE NORTH AND 1/4 MILE WEST OF WESTHOPE IN SEC.
 MC1429'16, RICHFIELD
 MC1429'TOWNSHIP, AT THE SOUTHWEST FENCE CORNER OF THE AMY SWISHER
 MC1429'FARM.  IT IS 0.3 M. EAST OF
 MC1429'THE NS FENCE AND 0.3 M. NORTH OF THE EW FENCE.
 MC1429'
 MC1429'STATION IS 4.0 METERS E OF THE CENTERLINE OF NS FARM LANE AND 25.6
 MC1429'METERS N OF A TREE.
 MC1429'
 MC1429'A STANDARD DISK STAMPED FATHER 1947 IS SET IN THE TOP OF A CONCRETE
 MC1429'MONUMENT ABOUT 12
 MC1429'BY 12 INCHES.  THIS IS EMBEDDED SO THAT THE TOP IS
 MC1429'FLUSH WITH THE GROUND SURFACE.
 MC1429
 MC1429                          STATION RECOVERY (1963)
 MC1429
 MC1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1429'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1429'EXCEPTIONS--THE STATION IS 3.4 FEET EAST OF THE CENTER OF THE
 MC1429'NORTH-SOUTH FARM LANE, 91.0 METERS NORTH OF THE FIRST TREE SOUTH,
 MC1429'ALL OF THE FENCES ARE GONE AND THE CONCRETE MONUMENT IS SURROUNDED
 MC1429'BY A CONCRETE CAMERA TARGET 6 FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1431 ***********************************************************************
 MC1431  DESIGNATION -  FAWLEY
 MC1431  PID         -  MC1431
 MC1431  STATE/COUNTY-  OH/HENRY
 MC1431  USGS QUAD   -  MC CLURE (1971)
 MC1431
 MC1431                         *CURRENT SURVEY CONTROL
 MC1431  ___________________________________________________________________
 MC1431* NAD 83(1995)-  41 20 14.24977(N)    083 56 29.17253(W)     ADJUSTED  
 MC1431* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1431  ___________________________________________________________________
 MC1431  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 MC1431  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 MC1431
 MC1431  HORZ ORDER  -  THIRD
 MC1431
 MC1431.The horizontal coordinates were established by classical geodetic methods
 MC1431.and adjusted by the National Geodetic Survey in April 1998..
 MC1431
 MC1431.The orthometric height was scaled from a topographic map.
 MC1431
 MC1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1431
 MC1431.The geoid height was determined by GEOID03.
 MC1431
 MC1431;                    North         East     Units Scale Factor Converg.
 MC1431;SPC OH N     -   186,514.560   479,356.296   MT  0.99995018   -0 56 49.0
 MC1431;UTM  17      - 4,580,375.559   253,872.071   MT  1.00034560   -1 56 37.6
 MC1431;UTM  16      - 4,580,714.851   755,929.783   MT  1.00040618   +2 01 16.5
 MC1431
 MC1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1431!SPC OH N     -   0.99997296  x   0.99995018  =   0.99992314
 MC1431!UTM  17      -   0.99997296  x   1.00034560  =   1.00031855
 MC1431!UTM  16      -   0.99997296  x   1.00040618  =   1.00037913
 MC1431
 MC1431                          SUPERSEDED SURVEY CONTROL
 MC1431
 MC1431  NAD 83(1995)-  41 20 14.25785(N)    083 56 29.17713(W) AD(       ) 3
 MC1431  NAD 83(1986)-  41 20 14.25958(N)    083 56 29.18296(W) AD(       ) 3
 MC1431  NAD 27      -  41 20 14.07400(N)    083 56 29.38600(W) AD(       ) 3
 MC1431
 MC1431.Superseded values are not recommended for survey control.
 MC1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1431.See file dsdata.txt to determine how the superseded data were derived.
 MC1431
 MC1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5387280376(NAD 83)
 MC1431_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1431_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MC1431_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MC1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1431
 MC1431  HISTORY     - Date     Condition        Report By
 MC1431  HISTORY     - 1950     MONUMENTED       CGS
 MC1431  HISTORY     - 1963     GOOD             CGS
 MC1431  HISTORY     - 1965     GOOD             USE
 MC1431  HISTORY     - 1980     GOOD             LOCENG
 MC1431  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 MC1431  HISTORY     - 1984     GOOD             USPSQD
 MC1431
 MC1431                          STATION DESCRIPTION
 MC1431
 MC1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JMN)
 MC1431'STATION IS IN THE PHOTOGRAMMETRIC TEST AREA, NEAR MCCLURE, OHIO.  ON
 MC1431'THE EAST SIDE OF STATE
 MC1431'HIGHWAY 65, 2.3 MILES SOUTH OF MCCLURE, IN THE SW QUARTER OF THE NW
 MC1431'QUARTER OF SECTION 3, RICHFIELD
 MC1431'TOWNSHIP, ON THE RIGHT OF WAY OF THE HIGHWAY,
 MC1431'ADJACENT TO PROPERTY OF C.F. AND S.A. FAWLEY.
 MC1431'THE STATION IS SURROUNDED BY A
 MC1431'PHOTOGRAMMETRIC TARGET OF CRUSHED LIMESTONE.
 MC1431
 MC1431                          STATION RECOVERY (1963)
 MC1431
 MC1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1431'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1431'EXCEPTIONS.  THE FENCE EAST OF THE STATION IS GONE, THE CRUSHED
 MC1431'LIMESTONE AROUND THE TARGET IS 8 FEET IN DIAMETER AND IS ON TOP OF
 MC1431'A LAYER OF ASPHALT.  THE DISK IS STAMPED FAWLEY 1950.
 MC1431
 MC1431                          STATION RECOVERY (1965)
 MC1431
 MC1431'RECOVERY NOTE BY US ENGINEERS 1965 (RWK)
 MC1431'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MC CLURE, TRAVEL S 2.3
 MC1431'MI. ON HWY 65, AND IS ON THE E SIDE OF THE HWY.
 MC1431'
 MC1431'THE STA. IS LOCATED IN A 2 M. DIA. CRUSHED LIMESTONE TARGET, 7 M. E
 MC1431'OF THE CENTERLINE OF THE HWY, 2 MI. N OF A POWER POLE, AND IS 30 M.
 MC1431'SSE OF A DRIVEWAY.
 MC1431'
 MC1431'THE STA. IS APPROX. 1/2 M. LOWER THAN THE HWY.  THE POWER LINE WIRE
 MC1431'THAT CROSSES THE STA. GIVES A MAX. VERT. CLEARANCE OF 4 M.
 MC1431'
 MC1431'STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MC1431'FAWLEY 1950 (ELEV--680.8 FEET).
 MC1431
 MC1431                          STATION RECOVERY (1980)
 MC1431
 MC1431'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1431'FAWLEY 1950 RECOVERED GOOD.
 MC1431'
 MC1431'8 FEET S. TO POWER POLE.
 MC1431'
 MC1431'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MI S., MCCLURE, OH.
 MC1431
 MC1431                          STATION RECOVERY (1983)
 MC1431
 MC1431'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 MC1431'PHOTOGRAMMETIC TARGET AREA FOUND AND WITNESS POST BUT NO DISK COULD
 MC1431'BE FOUND.
 MC1431
 MC1431                          STATION RECOVERY (1984)
 MC1431
 MC1431'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1431'FAWLEY 1950 FOUND GOOD.
 MC1431'
 MC1431'ADD WITNESS POST TO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6083 ***********************************************************************
 AB6083  CBN         -  This is a Cooperative Base Network Control Station.
 AB6083  DESIGNATION -  FAY 35
 AB6083  PID         -  AB6083
 AB6083  STATE/COUNTY-  OH/FAYETTE
 AB6083  USGS QUAD   -  WASHINGTON COURT HOUSE (1986)
 AB6083
 AB6083                         *CURRENT SURVEY CONTROL
 AB6083  ___________________________________________________________________
 AB6083* NAD 83(1995)-  39 31 44.97874(N)    083 27 56.99890(W)     ADJUSTED  
 AB6083* NAVD 88     -       310.0    (meters)    1017.     (feet)  GPS OBS   
 AB6083  ___________________________________________________________________
 AB6083  X           -     560,598.526 (meters)                     COMP
 AB6083  Y           -  -4,894,359.286 (meters)                     COMP
 AB6083  Z           -   4,037,977.923 (meters)                     COMP
 AB6083  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AB6083  ELLIP HEIGHT-         277.67  (meters)          (09/23/04) GPS OBS
 AB6083  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 AB6083
 AB6083  HORZ ORDER  -  B
 AB6083  ELLP ORDER  -  FOURTH    CLASS I
 AB6083
 AB6083.The horizontal coordinates were established by GPS observations
 AB6083.and adjusted by the National Geodetic Survey in August 1996..
 AB6083
 AB6083.The orthometric height was determined by GPS observations and a
 AB6083.high-resolution geoid model.
 AB6083
 AB6083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6083
 AB6083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6083
 AB6083.The ellipsoidal height was determined by GPS observations
 AB6083.and is referenced to NAD 83.
 AB6083
 AB6083.The geoid height was determined by GEOID03.
 AB6083
 AB6083;                    North         East     Units Scale Factor Converg.
 AB6083;SPC OH S     -   170,201.702   516,966.765   MT  0.99993909   -0 36 46.2
 AB6083;UTM  17      - 4,378,404.402   288,066.170   MT  1.00015304   -1 34 12.1
 AB6083
 AB6083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6083!SPC OH S     -   0.99995644  x   0.99993909  =   0.99989553
 AB6083!UTM  17      -   0.99995644  x   1.00015304  =   1.00010947
 AB6083
 AB6083                          SUPERSEDED SURVEY CONTROL
 AB6083
 AB6083  ELLIP H (08/20/96)  277.67   (m)                       GP(       ) 4 2
 AB6083
 AB6083.Superseded values are not recommended for survey control.
 AB6083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6083.See file dsdata.txt to determine how the superseded data were derived.
 AB6083
 AB6083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8806678404(NAD 83)
 AB6083_MARKER: I = METAL ROD
 AB6083_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6083_STAMPING: FAY 35 1995
 AB6083_MARK LOGO: OHDT  
 AB6083_PROJECTION: FLUSH
 AB6083_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6083+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2003
 AB6083_ROD/PIPE-DEPTH: 7.0  meters
 AB6083_SLEEVE-DEPTH  : 0.9 meters
 AB6083
 AB6083  HISTORY     - Date     Condition        Report By
 AB6083  HISTORY     - 1995     MONUMENTED       OHDT
 AB6083  HISTORY     - 20000424 GOOD             WOOLPT
 AB6083  HISTORY     - 20030514 GOOD             WOOLPT
 AB6083
 AB6083                          STATION DESCRIPTION
 AB6083
 AB6083'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (JRM)
 AB6083'FROM THE FAYETTE COUNTY COURTHOUSE IN WASHINGTON COURTHOUSE, AT THE
 AB6083'INTERSECTION OF MAIN AND COURT STREETS, TAKE COURT STREET (US22/SR3)
 AB6083'SOUTH-SOUTHWEST FOR 2.4 KM (1.50 MI) TO US 35, THEN WEST FOR 100 M
 AB6083'(328.1 FT) .  STATION IS 6 M (19.7 FT) SOUTHEAST OF A CATCHBASIN, 68 M
 AB6083'(223.1 FT) NORTHWEST OF THE BRIDGE ABUTMENT FOR NORTHBOUND US 35, 5 M
 AB6083'(16.4 FT) NORTHWEST OF A WITNESS POST, 12 M (39.4 FT) WEST OF THE
 AB6083'NORTHBOUND CENTERLINE OF US 35, 14 M (45.9 FT) EAST OF THE SOUTHBOUND
 AB6083'CENTERLINE OF US 35, 0.5 KM (0.30 MI) WEST OF MILE MARKER 14 ON US 35
 AB6083'AT THE END OF THE GUARDRAIL ON THE NORTH SIDE OF THE BRIDGE OVER US
 AB6083'22.  THE MARK IS IN PUBLIC RIGHT-OF-WAY AND IS ACCESSIBLE AT ALL
 AB6083'TIMES.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
 AB6083
 AB6083                          STATION RECOVERY (2000)
 AB6083
 AB6083'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 AB6083'RECOVERED AS DESCRIBED.
 AB6083
 AB6083                          STATION RECOVERY (2003)
 AB6083
 AB6083'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (GTF)
 AB6083'RECOVERED AS DESCRIBED. THE STATION IS LOCATED 26.9 MI EAST-SOUTHEAST
 AB6083'OF XENIA, 32.4 MI  SOUTHEAST OF SPRINGFIELD, 38.3 MI SOUTHWEST OF
 AB6083'COLUMBUS, IN THE  CITY OF WASHINGTON COURT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1684 ***********************************************************************
 DI1684  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1684  DESIGNATION -  FAYETTE COUNTY CORS ARP
 DI1684  CORS_ID     -  OHFA
 DI1684  PID         -  DI1684
 DI1684  STATE/COUNTY-  OH/FAYETTE
 DI1684  USGS QUAD   -  WASHINGTON COURT HOUSE (1986)
 DI1684
 DI1684                         *CURRENT SURVEY CONTROL
 DI1684  ___________________________________________________________________
 DI1684* NAD 83(CORS)-  39 31 33.29097(N)    083 28 31.21457(W)     ADJUSTED  
 DI1684* NAVD 88     -                                                        
 DI1684  ___________________________________________________________________
 DI1684  EPOCH DATE  -        2002.00
 DI1684  X           -     559,812.924 (meters)                     COMP
 DI1684  Y           -  -4,894,682.102 (meters)                     COMP
 DI1684  Z           -   4,037,701.507 (meters)                     COMP
 DI1684  ELLIP HEIGHT-         280.22  (meters)          (09/??/06) GPS OBS
 DI1684  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DI1684
 DI1684  HORZ ORDER  -  SPECIAL (CORS)
 DI1684  ELLP ORDER  -  SPECIAL (CORS)
 DI1684
 DI1684.ITRF positions are available for this station.
 DI1684.The coordinates were established by GPS observations
 DI1684.and adjusted by the National Geodetic Survey in September 2006..
 DI1684.The coordinates are valid at the epoch date displayed above.
 DI1684.The epoch date for horizontal control is a decimal equivalence
 DI1684.of Year/Month/Day.
 DI1684
 DI1684
 DI1684.The PID for the CORS L1 Phase Center is DI1685.
 DI1684
 DI1684.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1684
 DI1684.The ellipsoidal height was determined by GPS observations
 DI1684.and is referenced to NAD 83.
 DI1684
 DI1684.The geoid height was determined by GEOID03.
 DI1684
 DI1684;                    North         East     Units Scale Factor Converg.
 DI1684;SPC OH S     -   169,850.072   516,145.809   MT  0.99993895   -0 37 07.9
 DI1684
 DI1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1684!SPC OH S     -   0.99995604  x   0.99993895  =   0.99989499
 DI1684
 DI1684                          SUPERSEDED SURVEY CONTROL
 DI1684
 DI1684.No superseded survey control is available for this station.
 DI1684
 DI1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8723978066(NAD 83)
 DI1684_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1684
 DI1684                          STATION DESCRIPTION
 DI1684
 DI1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1684'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1684'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1684'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1684'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1684'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1685 ***********************************************************************
 DI1685  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1685  DESIGNATION -  FAYETTE COUNTY CORS L1 PHASE CENTER
 DI1685  CORS_ID     -  OHFA
 DI1685  PID         -  DI1685
 DI1685  STATE/COUNTY-  OH/FAYETTE
 DI1685  USGS QUAD   -  WASHINGTON COURT HOUSE (1986)
 DI1685
 DI1685                         *CURRENT SURVEY CONTROL
 DI1685  ___________________________________________________________________
 DI1685* NAD 83(CORS)-  39 31 33.29098(N)    083 28 31.21455(W)     ADJUSTED  
 DI1685* NAVD 88     -                                                        
 DI1685  ___________________________________________________________________
 DI1685  EPOCH DATE  -        2002.00
 DI1685  X           -     559,812.930 (meters)                     COMP
 DI1685  Y           -  -4,894,682.155 (meters)                     COMP
 DI1685  Z           -   4,037,701.552 (meters)                     COMP
 DI1685  ELLIP HEIGHT-         280.29  (meters)          (09/??/06) GPS OBS
 DI1685  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DI1685
 DI1685  HORZ ORDER  -  SPECIAL (CORS)
 DI1685  ELLP ORDER  -  SPECIAL (CORS)
 DI1685
 DI1685.ITRF positions are available for this station.
 DI1685.The coordinates were established by GPS observations
 DI1685.and adjusted by the National Geodetic Survey in September 2006..
 DI1685.The coordinates are valid at the epoch date displayed above.
 DI1685.The epoch date for horizontal control is a decimal equivalence
 DI1685.of Year/Month/Day.
 DI1685
 DI1685
 DI1685.The PID for the CORS ARP is DI1684.
 DI1685
 DI1685.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1685
 DI1685.The ellipsoidal height was determined by GPS observations
 DI1685.and is referenced to NAD 83.
 DI1685
 DI1685.The geoid height was determined by GEOID03.
 DI1685
 DI1685;                    North         East     Units Scale Factor Converg.
 DI1685;SPC OH S     -   169,850.072   516,145.810   MT  0.99993895   -0 37 07.9
 DI1685
 DI1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1685!SPC OH S     -   0.99995603  x   0.99993895  =   0.99989498
 DI1685
 DI1685                          SUPERSEDED SURVEY CONTROL
 DI1685
 DI1685.No superseded survey control is available for this station.
 DI1685
 DI1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8723978066(NAD 83)
 DI1685_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1685
 DI1685                          STATION DESCRIPTION
 DI1685
 DI1685'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1685'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1685'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1685'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1685'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1685'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1469 ***********************************************************************
 JY1469  DESIGNATION -  FAYETTEVILLE CATH CHURCH CROSS
 JY1469  PID         -  JY1469
 JY1469  STATE/COUNTY-  OH/BROWN
 JY1469  USGS QUAD   -  FAYETTEVILLE (1974)
 JY1469
 JY1469                         *CURRENT SURVEY CONTROL
 JY1469  ___________________________________________________________________
 JY1469* NAD 83(1995)-  39 10 50.93486(N)    083 55 58.86236(W)     ADJUSTED  
 JY1469* NAVD 88     -                                                        
 JY1469  ___________________________________________________________________
 JY1469  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 JY1469  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JY1469
 JY1469  HORZ ORDER  -  THIRD
 JY1469
 JY1469.The horizontal coordinates were established by classical geodetic methods
 JY1469.and adjusted by the National Geodetic Survey in April 1998..
 JY1469
 JY1469
 JY1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1469
 JY1469.The geoid height was determined by GEOID03.
 JY1469
 JY1469;                    North         East     Units Scale Factor Converg.
 JY1469;SPC OH S     -   132,068.370   476,191.789   MT  0.99994219   -0 54 33.4
 JY1469;UTM  17      - 4,340,940.914   246,650.012   MT  1.00039040   -1 51 14.3
 JY1469;UTM  16      - 4,341,324.126   764,923.930   MT  1.00046427   +1 56 19.5
 JY1469
 JY1469                          SUPERSEDED SURVEY CONTROL
 JY1469
 JY1469  NAD 83(1995)-  39 10 50.93857(N)    083 55 58.86760(W) AD(       ) 4
 JY1469  NAD 83(1986)-  39 10 50.93849(N)    083 55 58.87970(W) AD(       ) 4
 JY1469  NAD 27      -  39 10 50.71000(N)    083 55 59.13000(W) AD(       ) 3
 JY1469
 JY1469.Superseded values are not recommended for survey control.
 JY1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1469.See file dsdata.txt to determine how the superseded data were derived.
 JY1469
 JY1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4665040941(NAD 83)
 JY1469_MARKER: 90 = CHURCH SPIRE
 JY1469
 JY1469  HISTORY     - Date     Condition        Report By
 JY1469  HISTORY     - 1939     FIRST OBSERVED   CGS
 JY1469
 JY1469                          STATION DESCRIPTION
 JY1469
 JY1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JY1469'THIS STATION IS ON THE CROSS ON TOP OF THE CATHOLIC CHURCH IN THE
 JY1469'WESTERN PART OF FAYETTESVILLE.  THE CHURCH IS A CONCRETE
 JY1469'BUILDING FACING EAST AND THE SPIRE IS ON THE EAST END OF THE
 JY1469'BUILDING.  THE SPIRE IS APPROXIMATELY 100 FEET HIGH WITH A BALL
 JY1469'AT ITS APEX AND THE CROSS ON TOP OF THE BALL.  BOTH THE BALL AND
 JY1469'CROSS ARE PAINTED GOLD.  THE BUILDING IS APPROXIMATELY 200 FEET
 JY1469'SOUTH OF US ROUTE 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3362 ***********************************************************************
 KY3362  DESIGNATION -  FAYLOR
 KY3362  PID         -  KY3362
 KY3362  STATE/COUNTY-  OH/PORTAGE
 KY3362  USGS QUAD   -  HARTVILLE (1994)
 KY3362
 KY3362                         *CURRENT SURVEY CONTROL
 KY3362  ___________________________________________________________________
 KY3362* NAD 83(1995)-  40 59 47.39813(N)    081 19 45.80265(W)     ADJUSTED  
 KY3362* NAVD 88     -       373.0    (meters)    1224.     (feet)  VERTCON   
 KY3362  ___________________________________________________________________
 KY3362  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 KY3362  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KY3362
 KY3362  HORZ ORDER  -  FIRST
 KY3362
 KY3362.The horizontal coordinates were established by classical geodetic methods
 KY3362.and adjusted by the National Geodetic Survey in April 1998..
 KY3362
 KY3362.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3362
 KY3362.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3362
 KY3362.The geoid height was determined by GEOID03.
 KY3362
 KY3362;                    North         East     Units Scale Factor Converg.
 KY3362;SPC OH N     -   148,333.322   698,485.855   MT  0.99993991   +0 46 08.5
 KY3362;UTM  17      - 4,538,420.712   472,296.341   MT  0.99960945   -0 12 57.9
 KY3362
 KY3362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3362!SPC OH N     -   0.99994672  x   0.99993991  =   0.99988663
 KY3362!UTM  17      -   0.99994672  x   0.99960945  =   0.99955619
 KY3362
 KY3362:                Primary Azimuth Mark                     Grid Az
 KY3362:SPC OH N     -  FAYLOR AZ MK                             174 50 44.4
 KY3362:UTM  17      -  FAYLOR AZ MK                             175 49 50.8
 KY3362
 KY3362|---------------------------------------------------------------------|
 KY3362| PID    Reference Object                     Distance      Geod. Az  |
 KY3362|                                                           dddmmss.s |
 KY3362| KY3373 FAYLOR AZ MK                        APPROX. 0.9 KM 1753652.9 |
 KY3362| CC9879 FAYLOR RM 1                          21.184 METERS 25259     |
 KY3362| CC9880 FAYLOR RM 2                          55.931 METERS 35355     |
 KY3362|---------------------------------------------------------------------|
 KY3362
 KY3362                          SUPERSEDED SURVEY CONTROL
 KY3362
 KY3362  NAD 83(1986)-  40 59 47.40445(N)    081 19 45.80658(W) AD(       ) 1
 KY3362  NAD 27      -  40 59 47.19750(N)    081 19 46.41899(W) AD(       ) 1
 KY3362  NGVD 29 (07/19/86)  373.2    (m)         1224.     (f) VERT ANG       
 KY3362
 KY3362.Superseded values are not recommended for survey control.
 KY3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3362.See file dsdata.txt to determine how the superseded data were derived.
 KY3362
 KY3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7229638421(NAD 83)
 KY3362_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3362_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3362
 KY3362  HISTORY     - Date     Condition        Report By
 KY3362  HISTORY     - 1977     MONUMENTED       NGS
 KY3362
 KY3362                          STATION DESCRIPTION
 KY3362
 KY3362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3362'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF RANDOLPH, 2-1/2
 KY3362'MILES NORTH OF HARTVILLE, 2 MILES SOUTHEAST OF SUFFIELD, ON
 KY3362'THE EAST SIDE OF CONGRESS LAKE ROAD IN THE WEST EDGE OF A
 KY3362'CULTIVATED FIELD, AND ON PROPERTY OWNED BY M.R. FAYLOR,153
 KY3362'CONGRESS LAKE ROAD, SUFFIELD, OHIO 44260, PHONE 877-9211,
 KY3362'WHO LIVES JUST SOUTH OF THE STATION.
 KY3362'
 KY3362'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND
 KY3362'STATE HIGHWAY 43 IN SUFFIELD, GO SOUTH ON STATE HIGHWAY 43 FOR
 KY3362'0.3 MILE TO THE JUNCTION WITH COUNTY HIGHWAY 87.  TURN LEFT AND
 KY3362'GO EAST ON HIGHWAY 87 FOR 0.9 MILE TO THE JUNCTION WITH
 KY3362'CONGRESS LAKE ROAD.  TURN RIGHT AND GO SOUTH ON CRONGRESS LAKE
 KY3362'ROAD FOR 1.35 MILES TO THE JUNCTION WITH SWARTZ ROAD.  CONTINUE
 KY3362'SOUTH ON CONGRESS LAKE ROAD FOR 0.5 MILE TO THE STATION ON THE
 KY3362'LEFT.  TO REACH THE AZIMUTH MARK CONTINUE SOUTH ON CONGRESS
 KY3362'LAKE ROAD FOR 0.55 MILE TO THE JUNCTION WITH PONTIUS ROAD.
 KY3362'TURN LEFT AND GO EAST ON PONTIUS ROAD FOR 0.05 MILE TO THE
 KY3362'MARK ON THE RIGHT.
 KY3362'
 KY3362'STATION MARKS, STAMPED---FAYLOR 1977---, ARE STANDARD DISKS.
 KY3362'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KY3362'MONUMENT THAT IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS 71
 KY3362'FEET EAST OF A POWER LINE POLE, 40 FEET EAST OF THE CENTER OF
 KY3362'CONGRESS LAKE ROAD AND 40 FEET NORTH-NORTHEAST OF A POWER LINE
 KY3362'POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KY3362'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 KY3362'
 KY3362'REFERENCE MARK 1, STAMPED---FAYLOR NO 1 1977---, IS A STANDARD
 KY3362'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 KY3362'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 48 FEET
 KY3362'WEST-NORTHWEST OF THE POWER LINE POLE, 26 FEET WEST OF THE
 KY3362'CENTER OF CONGRESS LAKE ROAD, 4 FEET SOUTHEAST OF THE POWER
 KY3362'LINE POLE AND ABOUT 8 FEET LOWER THAN THE STATION.
 KY3362'
 KY3362'REFERENCE MARK 2, STAMPED---FAYLOR NO 2 1977---, IS A STANDARD
 KY3362'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 KY3362'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 20 FEET EAST OF THE
 KY3362'CENTER OF CONGRESS LAKE ROAD, 4 FEET SOUTH OF A POWER LINE POLE
 KY3362'AND ABOUT 6 FEET LOWER THAN THE STATION.
 KY3362'
 KY3362'AZIMUTH MARK, STAMPED---FAYLOR 1977---, IS A STANDARD DISK SET IN
 KY3362'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 KY3362'THE GROUND.  IT IS 15 FEET SOUTH OF THE CENTER OF PONTIUS ROAD
 KY3362'AND 1.6 FEET EAST OF A METAL WITNESS POST.
 KY3362'
 KY3362'THE AZIMUTH MARK IS IN STARK COUNTY.
 KY3362'IRON RODS SET IN ALL MARKS.
 KY3362'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.7 METERS.
 KY3362'
 KY3362'DESCRIBED BY V. WILSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3373 ***********************************************************************
 KY3373  DESIGNATION -  FAYLOR AZ MK
 KY3373  PID         -  KY3373
 KY3373  STATE/COUNTY-  OH/STARK
 KY3373  USGS QUAD   -  HARTVILLE (1994)
 KY3373
 KY3373                         *CURRENT SURVEY CONTROL
 KY3373  ___________________________________________________________________
 KY3373* NAD 83(1995)-  40 59 18.94809(N)    081 19 42.92333(W)     ADJUSTED  
 KY3373* NAVD 88     -       356.2    (meters)    1169.     (feet)  VERTCON   
 KY3373  ___________________________________________________________________
 KY3373  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 KY3373  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KY3373
 KY3373  HORZ ORDER  -  SECOND
 KY3373
 KY3373.The horizontal coordinates were established by classical geodetic methods
 KY3373.and adjusted by the National Geodetic Survey in April 1998..
 KY3373
 KY3373.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3373
 KY3373.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3373
 KY3373.The geoid height was determined by GEOID03.
 KY3373
 KY3373;                    North         East     Units Scale Factor Converg.
 KY3373;SPC OH N     -   147,456.722   698,564.928   MT  0.99994009   +0 46 10.4
 KY3373;UTM  17      - 4,537,543.173   472,360.310   MT  0.99960940   -0 12 55.9
 KY3373
 KY3373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3373!SPC OH N     -   0.99994936  x   0.99994009  =   0.99988945
 KY3373!UTM  17      -   0.99994936  x   0.99960940  =   0.99955878
 KY3373
 KY3373                          SUPERSEDED SURVEY CONTROL
 KY3373
 KY3373  NAD 83(1986)-  40 59 18.95442(N)    081 19 42.92732(W) AD(       ) 2
 KY3373  NAD 27      -  40 59 18.74712(N)    081 19 43.54003(W) AD(       ) 2
 KY3373  NGVD 29 (07/19/86)  356.4    (m)         1169.     (f) VERT ANG       
 KY3373
 KY3373.Superseded values are not recommended for survey control.
 KY3373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3373.See file dsdata.txt to determine how the superseded data were derived.
 KY3373
 KY3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7236037543(NAD 83)
 KY3373_MARKER: DB = BENCH MARK DISK
 KY3373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3373_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3373+STABILITY: SURFACE MOTION
 KY3373
 KY3373  HISTORY     - Date     Condition        Report By
 KY3373  HISTORY     - 1977     MONUMENTED       NGS
 KY3373  HISTORY     - 19930416 GOOD             OHDT
 KY3373  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 KY3373
 KY3373                          STATION DESCRIPTION
 KY3373
 KY3373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3373'THE STATION IS ABOUT 4-3/4 MILES SOUTHWEST OF RANDOLPH, 2-1/4
 KY3373'MILES SOUTHEAST OF SUFFIELD,
 KY3373'2 MILES NORTH OF HARTVILLE, AND ON RIGHT-OF-WAY OF PONTIUS
 KY3373'ROAD.
 KY3373'
 KY3373'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND
 KY3373'STATE HIGHWAY 43 IN SUFFIELD, GO SOUTH ON STATE HIGHWAY 43 FOR
 KY3373'0.3 MILE TO THE JUNCTION WITH COUNTY HIGHWAY 87.  TURN LEFT
 KY3373'AND GO EAST ON HIGHWAY 87 FOR 0.9 MILE TO THE JUNCTION WITH
 KY3373'CONGRESS LAKE ROAD.  TURN RIGHT AND GO SOUTH ON CONGRESS LAKE
 KY3373'ROAD FOR 1.35 MILES TO THE JUNCTION WITH SWARTZ ROAD.  CONTINUE
 KY3373'SOUTH ON CONGRESS LAKE ROAD FOR 0.5 MILE TO STATION FAYLOR ON
 KY3373'THE LEFT.  CONTINUE SOUTH ON CONGRESS LAKE ROAD FOR 0.55 MILE
 KY3373'TO THE JUNCTION WITH PONTIUS ROAD.  TURN LEFT AND GO EAST ON
 KY3373'PONTIUS ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 KY3373'
 KY3373'STATION MARK, STAMPED---FAYLOR 1977---, IS A STANDARD AZIMUTH
 KY3373'MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 KY3373'THAT IS FLUSH WITH THE GROUND.  IT IS 15 FEET SOUTH OF THE
 KY3373'CENTER OF PONTIUS ROAD AND 1.6 FEET EAST OF A METAL WITNESS
 KY3373'POST.
 KY3373'
 KY3373'HEIGHT OF LIGHT ABOVE STATE MARK WAS 1.5 METERS.
 KY3373'IRON ROD IMBEDDED IN THE MARK.
 KY3373'
 KY3373'DESCRIBED BY V. WILSON.
 KY3373
 KY3373                          STATION RECOVERY (1993)
 KY3373
 KY3373'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY3373'-------REPORT BY ODOT------YEAR 1993------- CONDITION - GOOD------
 KY3373' 
 KY3373'NOTE ** ADDITION TO DESCRIPTION, 73 FT EAST OF POWERPOLE NUMBER 70-BB
 KY3373'1-9  20/78.  ORANGE WITNESS MARKER SET .5 FT SOUTH.
 KY3373
 KY3373                          STATION RECOVERY (1999)
 KY3373
 KY3373'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY3373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7182 ***********************************************************************
 DG7182  CBN         -  This is a Cooperative Base Network Control Station.
 DG7182  DESIGNATION -  FAYTOWER
 DG7182  PID         -  DG7182
 DG7182  STATE/COUNTY-  OH/FAYETTE
 DG7182  USGS QUAD   -  MILLEDGEVILLE (1979)
 DG7182
 DG7182                         *CURRENT SURVEY CONTROL
 DG7182  ___________________________________________________________________
 DG7182* NAD 83(1995)-  39 37 22.81874(N)    083 36 42.89631(W)     ADJUSTED  
 DG7182* NAVD 88     -       323.4    (meters)    1061.     (feet)  GPS OBS   
 DG7182  ___________________________________________________________________
 DG7182  X           -     547,380.472 (meters)                     COMP
 DG7182  Y           -  -4,889,185.576 (meters)                     COMP
 DG7182  Z           -   4,046,017.577 (meters)                     COMP
 DG7182  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 DG7182  ELLIP HEIGHT-         290.82  (meters)          (09/23/04) GPS OBS
 DG7182  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DG7182
 DG7182  HORZ ORDER  -  A
 DG7182  ELLP ORDER  -  FOURTH    CLASS I
 DG7182
 DG7182.The horizontal coordinates were established by GPS observations
 DG7182.and adjusted by the National Geodetic Survey in September 2004..
 DG7182
 DG7182.The orthometric height was determined by GPS observations and a
 DG7182.high-resolution geoid model.
 DG7182
 DG7182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7182
 DG7182.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7182
 DG7182.The ellipsoidal height was determined by GPS observations
 DG7182.and is referenced to NAD 83.
 DG7182
 DG7182.The geoid height was determined by GEOID03.
 DG7182
 DG7182;                    North         East     Units Scale Factor Converg.
 DG7182;SPC OH S     -   180,764.012   504,536.840   MT  0.99994456   -0 42 19.9
 DG7182;UTM  17      - 4,389,175.897   275,811.775   MT  1.00021883   -1 39 59.0
 DG7182
 DG7182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7182!SPC OH S     -   0.99995438  x   0.99994456  =   0.99989894
 DG7182!UTM  17      -   0.99995438  x   1.00021883  =   1.00017320
 DG7182
 DG7182                          SUPERSEDED SURVEY CONTROL
 DG7182
 DG7182.No superseded survey control is available for this station.
 DG7182
 DG7182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7581289176(NAD 83)
 DG7182_MARKER: I = METAL ROD
 DG7182_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG7182_STAMPING: FAYTOWER 2003
 DG7182_MARK LOGO: NGS   
 DG7182_PROJECTION: RECESSED 5 CENTIMETERS
 DG7182_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7182+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2003
 DG7182_ROD/PIPE-DEPTH: 12.7 meters
 DG7182_SLEEVE-DEPTH  :  0.9 meters
 DG7182
 DG7182  HISTORY     - Date     Condition        Report By
 DG7182  HISTORY     - 20030331 MONUMENTED       WOOLPT
 DG7182
 DG7182                          STATION DESCRIPTION
 DG7182
 DG7182'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (GTF)
 DG7182'THE STATION IS LOCATED 17.4 MI EAST-SOUTHEAST OF XENIA, 23.2 MI
 DG7182'SOUTHEAST OF SPRINGFIELD, 40.1 MI SOUTHWEST OF COLUMBUS, AND 11.0
 DG7182'MILES NORTHWEST OF WASHINGTON COURT HOUSE.
 DG7182' 
 DG7182'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 71
 DG7182'AND US HIGHWAY 35 NEAR WEST LANCASTER, GO WEST ON HIGHWAY 35 FOR  0.3
 DG7182'MI TO WEST LANCASTER ROAD.  TURN RIGHT AND GO NORTH ON WEST  LANCASTER
 DG7182'ROAD FOR 0.1 MI TO A ROAD INTERSECTION AND ASPHALT DRIVE  LEADING
 DG7182'NORTH.  PROCEED NORTH TO THE NORTHWEST QUADRANT OF THE  INTERSECTION
 DG7182'TO THE STATION ON  LEFT.
 DG7182' 
 DG7182'THE STATION IS A ROD DRIVEN TO REFUSAL AND IS LOCATED 41.4 FT NORTH
 DG7182'OF THE CENTERLINE OF OLD US HIGHWAY 35, 30.0 FT WEST OF THE CENTERLINE
 DG7182'OF  THE ASPHALT DRIVE, 28.1 FT EAST-NORTHEAST OF NO OUTLET SIGN, AND
 DG7182'21.9 FT NORTH-NORTHWEST OF WEST METAL GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7183 ***********************************************************************
 DG7183  CBN         -  This is a Cooperative Base Network Control Station.
 DG7183  DESIGNATION -  FC 116
 DG7183  PID         -  DG7183
 DG7183  STATE/COUNTY-  OH/FAIRFIELD
 DG7183  USGS QUAD   -  EAST RINGGOLD (1992)
 DG7183
 DG7183                         *CURRENT SURVEY CONTROL
 DG7183  ___________________________________________________________________
 DG7183* NAD 83(1995)-  39 43 33.55293(N)    082 47 49.50553(W)     ADJUSTED  
 DG7183* NAVD 88     -       288.9    (meters)     948.     (feet)  GPS OBS   
 DG7183  ___________________________________________________________________
 DG7183  X           -     615,935.447 (meters)                     COMP
 DG7183  Y           -  -4,873,636.933 (meters)                     COMP
 DG7183  Z           -   4,054,795.408 (meters)                     COMP
 DG7183  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DG7183  ELLIP HEIGHT-         254.75  (meters)          (09/23/04) GPS OBS
 DG7183  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 DG7183
 DG7183  HORZ ORDER  -  A
 DG7183  ELLP ORDER  -  FOURTH    CLASS I
 DG7183
 DG7183.The horizontal coordinates were established by GPS observations
 DG7183.and adjusted by the National Geodetic Survey in September 2004..
 DG7183
 DG7183.The orthometric height was determined by GPS observations and a
 DG7183.high-resolution geoid model.
 DG7183
 DG7183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7183
 DG7183.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7183
 DG7183.The ellipsoidal height was determined by GPS observations
 DG7183.and is referenced to NAD 83.
 DG7183
 DG7183.The geoid height was determined by GEOID03.
 DG7183
 DG7183;                    North         East     Units Scale Factor Converg.
 DG7183;SPC OH S     -   191,651.451   574,530.892   MT  0.99995364   -0 11 18.6
 DG7183;UTM  17      - 4,398,889.130   345,985.307   MT  0.99989204   -1 08 55.6
 DG7183
 DG7183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7183!SPC OH S     -   0.99996004  x   0.99995364  =   0.99991368
 DG7183!UTM  17      -   0.99996004  x   0.99989204  =   0.99985208
 DG7183
 DG7183                          SUPERSEDED SURVEY CONTROL
 DG7183
 DG7183.No superseded survey control is available for this station.
 DG7183
 DG7183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD4598598889(NAD 83)
 DG7183_MARKER: DD = SURVEY DISK
 DG7183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7183_STAMPING: 00-116
 DG7183_MARK LOGO: OH-045
 DG7183_PROJECTION: FLUSH
 DG7183_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7183+STABILITY: SURFACE MOTION
 DG7183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7183+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG7183
 DG7183  HISTORY     - Date     Condition        Report By
 DG7183  HISTORY     - 200003   MONUMENTED       LOCSUR
 DG7183  HISTORY     - 20030513 GOOD             WOOLPT
 DG7183
 DG7183                          STATION DESCRIPTION
 DG7183
 DG7183'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (GTF)
 DG7183'THE STATION IS LOCATED 21.1 MI SOUTHEAST OF COLUMBUS, 44.2 MI
 DG7183'SOUTHWEST OF ZANESVILLE, 14.5 MI WEST OF LANCASTER, AND 10.8  MI
 DG7183'NORTHEAST OF CIRCLEVILLE.
 DG7183' 
 DG7183'TO REACH THE STATION FROM THE WEST JUNCTION OF US HIGHWAY 22 AND
 DG7183'STATE ROUTE 188 IN LANCASTER, GO WEST ON ROUTE 188 FOR 8.3 MI TO
 DG7183'COUNTY ROAD 16 (AMANDA NORTHERN ROAD).  TURN RIGHT ON AMANDA  NORTHERN
 DG7183'ROAD AND GO NORTH FOR 1.4 MI TO COUNTY ROAD 45  (ROYALTON ROAD).  TURN
 DG7183'LEFT AND GO WEST ON ROYALTON ROAD FOR 1.6 MI  TO THE STATION ON RIGHT.
 DG7183'THE STATION IS A BRASS DISK INSCRIBED ---FAIRFIELD COUNTY  AUDITOR---,
 DG7183'SET IN CONCRETE FLUSH WITH THE GROUND. THE STATION IS 0.24  MI EAST OF
 DG7183'THE INTERSECTION OF CEDAR HILL ROAD AND ROYALTON ROAD.   THE STATION
 DG7183'IS 63.6 FT SOUTHEAST OF A WOODEN FENCE POST, 15.1 FT  EAST-SOUTHEAST
 DG7183'OF POWER POLE NO 11133, 14.5 FT NORTH OF THE  CENTERLINE OF ROYALTON
 DG7183'ROAD, 1.0 FT SOUTH OF A CARSONITE WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7184 ***********************************************************************
 DG7184  CBN         -  This is a Cooperative Base Network Control Station.
 DG7184  DESIGNATION -  FC 122
 DG7184  PID         -  DG7184
 DG7184  STATE/COUNTY-  OH/FAIRFIELD
 DG7184  USGS QUAD   -  LANCASTER (1985)
 DG7184
 DG7184                         *CURRENT SURVEY CONTROL
 DG7184  ___________________________________________________________________
 DG7184* NAD 83(1995)-  39 40 20.49751(N)    082 37 17.92969(W)     ADJUSTED  
 DG7184* NAVD 88     -       297.6    (meters)     976.     (feet)  GPS OBS   
 DG7184  ___________________________________________________________________
 DG7184  X           -     631,344.738 (meters)                     COMP
 DG7184  Y           -  -4,875,506.616 (meters)                     COMP
 DG7184  Z           -   4,050,219.638 (meters)                     COMP
 DG7184  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 DG7184  ELLIP HEIGHT-         263.43  (meters)          (09/23/04) GPS OBS
 DG7184  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DG7184
 DG7184  HORZ ORDER  -  A
 DG7184  ELLP ORDER  -  FOURTH    CLASS I
 DG7184
 DG7184.The horizontal coordinates were established by GPS observations
 DG7184.and adjusted by the National Geodetic Survey in September 2004..
 DG7184
 DG7184.The orthometric height was determined by GPS observations and a
 DG7184.high-resolution geoid model.
 DG7184
 DG7184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7184
 DG7184.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7184
 DG7184.The ellipsoidal height was determined by GPS observations
 DG7184.and is referenced to NAD 83.
 DG7184
 DG7184.The geoid height was determined by GEOID03.
 DG7184
 DG7184;                    North         East     Units Scale Factor Converg.
 DG7184;SPC OH S     -   185,662.786   589,563.145   MT  0.99994851   -0 04 37.9
 DG7184;UTM  17      - 4,392,650.190   360,913.909   MT  0.99983817   -1 02 07.5
 DG7184
 DG7184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7184!SPC OH S     -   0.99995867  x   0.99994851  =   0.99990719
 DG7184!UTM  17      -   0.99995867  x   0.99983817  =   0.99979685
 DG7184
 DG7184                          SUPERSEDED SURVEY CONTROL
 DG7184
 DG7184.No superseded survey control is available for this station.
 DG7184
 DG7184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD6091492650(NAD 83)
 DG7184_MARKER: DD = SURVEY DISK
 DG7184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7184_STAMPING: 00-122
 DG7184_MARK LOGO: OH-045
 DG7184_PROJECTION: FLUSH
 DG7184_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7184+STABILITY: SURFACE MOTION
 DG7184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7184+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG7184
 DG7184  HISTORY     - Date     Condition        Report By
 DG7184  HISTORY     - 200003   MONUMENTED       LOCSUR
 DG7184  HISTORY     - 20030513 GOOD             WOOLPT
 DG7184
 DG7184                          STATION DESCRIPTION
 DG7184
 DG7184'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (GTF)
 DG7184'THE STATION IS LOCATED 28.8 MI SOUTHEAST OF COLUMBUS, 37.2 MI
 DG7184'SOUTHWEST OF ZANESVILLE, 3.0 MI SOUTH-SOUTHWEST OF LANCASTER,  AND
 DG7184'18.0 MI NORTHEAST OF CIRCLEVILLE.
 DG7184' 
 DG7184'TO REACH THE STATION FROM THE INTERSECTION OF MAIN ST AND BROAD  ST IN
 DG7184'DOWNTOWN LANCASTER, GO SOUTH ALONG BROAD ST FOR 0.5 MI TO  US HIGHWAY
 DG7184'33  OVERPASS, CONTINUE SOUTH ALONG BROAD ST FOR 0.6 MI TO  HAMBURG RD.
 DG7184'TURN RIGHT AND GO SOUTHWEST ALONG HAMBURG RD FOR  1.1 MI TO COUNTRY
 DG7184'CLUB RD. TURN LEFT AND GO SOUTH ALONG COUNTRY  CLUB RD FOR 1.0 MI TO
 DG7184'THE STATION ON THE RIGHT.
 DG7184' 
 DG7184'THE STATION IS A BRASS DISK INSCRIBED ---FAIRFIELD COUNTY  AUDITOR---,
 DG7184'SET IN CONCRETE FLUSH WITH THE GROUND. THE STATION IS 23.3  FT
 DG7184'NORTH-NORTHEAST OF THE CENTERLINE OF A FIELD ENTRANCE, 14.3 FT
 DG7184'NORTH-NORTHWEST OF THE CENTERLINE OF COUNTRY CLUB RD, 40.8 FT
 DG7184'NORTH-NORTHEAST OF A EAST GATE POST ACROSS THE ROAD, 262.3 FT
 DG7184'SOUTHWEST OF A POWER POLE, AND 1.0 FT SOUTHEAST OF A CARSONITE
 DG7184'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7185 ***********************************************************************
 DG7185  CBN         -  This is a Cooperative Base Network Control Station.
 DG7185  DESIGNATION -  FC 125
 DG7185  PID         -  DG7185
 DG7185  STATE/COUNTY-  OH/FAIRFIELD
 DG7185  USGS QUAD   -  LANCASTER (1985)
 DG7185
 DG7185                         *CURRENT SURVEY CONTROL
 DG7185  ___________________________________________________________________
 DG7185* NAD 83(1995)-  39 42 10.25826(N)    082 30 54.78379(W)     ADJUSTED  
 DG7185* NAVD 88     -       256.5    (meters)     842.     (feet)  GPS OBS   
 DG7185  ___________________________________________________________________
 DG7185  X           -     640,114.374 (meters)                     COMP
 DG7185  Y           -  -4,872,150.611 (meters)                     COMP
 DG7185  Z           -   4,052,798.456 (meters)                     COMP
 DG7185  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DG7185  ELLIP HEIGHT-         222.26  (meters)          (09/23/04) GPS OBS
 DG7185  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 DG7185
 DG7185  HORZ ORDER  -  A
 DG7185  ELLP ORDER  -  FOURTH    CLASS I
 DG7185
 DG7185.The horizontal coordinates were established by GPS observations
 DG7185.and adjusted by the National Geodetic Survey in September 2004..
 DG7185
 DG7185.The orthometric height was determined by GPS observations and a
 DG7185.high-resolution geoid model.
 DG7185
 DG7185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7185
 DG7185.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7185
 DG7185.The ellipsoidal height was determined by GPS observations
 DG7185.and is referenced to NAD 83.
 DG7185
 DG7185.The geoid height was determined by GEOID03.
 DG7185
 DG7185;                    North         East     Units Scale Factor Converg.
 DG7185;SPC OH S     -   189,040.859   598,694.948   MT  0.99995132   -0 00 34.8
 DG7185;UTM  17      - 4,395,874.649   370,099.766   MT  0.99980775   -0 58 05.0
 DG7185
 DG7185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7185!SPC OH S     -   0.99996513  x   0.99995132  =   0.99991645
 DG7185!UTM  17      -   0.99996513  x   0.99980775  =   0.99977289
 DG7185
 DG7185                          SUPERSEDED SURVEY CONTROL
 DG7185
 DG7185.No superseded survey control is available for this station.
 DG7185
 DG7185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD7010095875(NAD 83)
 DG7185_MARKER: DD = SURVEY DISK
 DG7185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7185_STAMPING: 00-125
 DG7185_MARK LOGO: OH-045
 DG7185_PROJECTION: FLUSH
 DG7185_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7185+STABILITY: SURFACE MOTION
 DG7185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7185+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG7185
 DG7185  HISTORY     - Date     Condition        Report By
 DG7185  HISTORY     - 200003   MONUMENTED       LOCSUR
 DG7185  HISTORY     - 20030513 GOOD             WOOLPT
 DG7185
 DG7185                          STATION DESCRIPTION
 DG7185
 DG7185'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (GTF)
 DG7185'THE STATION IS LOCATED 31.4 MI SOUTHEAST OF COLUMBUS, 31.0 MI
 DG7185'SOUTHWEST OF ZANESVILLE, 4.9 MI EAST-SOUTHEAST OF LANCASTER,  AND 24.1
 DG7185'MI EAST-NORTHEAST OF CIRCLEVILLE.
 DG7185' 
 DG7185'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE ROUTE 37  AND US
 DG7185'HIGHWAY 22, ABOUT 4 MI EAST OF LANCASTER, GO EAST ON  ROUTE 37 FOR 0.4
 DG7185'MI TO SCHWILK ROAD.  TURN RIGHT AND GO SOUTH ON  SCHWILK RD FOR 1.0 MI
 DG7185'TO INTERSECTION OF DUFFY ROAD WITH SCHWILK  ROAD.  TURN LEFT AND GO
 DG7185'EAST FOR 0.6 MI TO LUTHERAN CHURCH ROAD.   TURN RIGHT AND GO SOUTH ON
 DG7185'LUTHERAN CHURCH ROAD FOR 0.2 MI TO  THE STATION ON LEFT.
 DG7185' 
 DG7185'THE STATION IS A BRASS DISK INSCRIBED ---FAIRFIELD COUNTY  AUDITOR---,
 DG7185'SET IN CONCRETE FLUSH WITH THE GROUND. THE STATION IS  141.2 FT
 DG7185'SOUTH-SOUTHWEST OF A POWER POLE, 101.1 FT WEST-NORTHWEST OF A POWER
 DG7185'POLE, 19.3 FT EAST-SOUTHEAST OF THE CENTERLINE OF LUTHERAN  CHURCH
 DG7185'ROAD, 97.9 FT NORTH-NORTHEAST OF POWER POLE WITH MAILBOX NO 1220
 DG7185'ATTACHED, AND 1.0 FT WEST OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7186 ***********************************************************************
 DG7186  CBN         -  This is a Cooperative Base Network Control Station.
 DG7186  DESIGNATION -  FCEO
 DG7186  PID         -  DG7186
 DG7186  STATE/COUNTY-  OH/FAIRFIELD
 DG7186  USGS QUAD   -  AMANDA (1985)
 DG7186
 DG7186                         *CURRENT SURVEY CONTROL
 DG7186  ___________________________________________________________________
 DG7186* NAD 83(1995)-  39 43 52.74795(N)    082 39 52.91026(W)     ADJUSTED  
 DG7186* NAVD 88     -       263.3    (meters)     864.     (feet)  GPS OBS   
 DG7186  ___________________________________________________________________
 DG7186  X           -     627,143.985 (meters)                     COMP
 DG7186  Y           -  -4,871,805.889 (meters)                     COMP
 DG7186  Z           -   4,055,234.336 (meters)                     COMP
 DG7186  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 DG7186  ELLIP HEIGHT-         229.11  (meters)          (09/23/04) GPS OBS
 DG7186  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 DG7186
 DG7186  HORZ ORDER  -  A
 DG7186  ELLP ORDER  -  FOURTH    CLASS I
 DG7186
 DG7186.The horizontal coordinates were established by GPS observations
 DG7186.and adjusted by the National Geodetic Survey in September 2004..
 DG7186
 DG7186.The orthometric height was determined by GPS observations and a
 DG7186.high-resolution geoid model.
 DG7186
 DG7186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7186
 DG7186.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7186
 DG7186.The ellipsoidal height was determined by GPS observations
 DG7186.and is referenced to NAD 83.
 DG7186
 DG7186.The geoid height was determined by GEOID03.
 DG7186
 DG7186;                    North         East     Units Scale Factor Converg.
 DG7186;SPC OH S     -   192,214.405   585,881.551   MT  0.99995420   -0 06 16.2
 DG7186;UTM  17      - 4,399,261.801   357,342.863   MT  0.99985055   -1 03 51.2
 DG7186
 DG7186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7186!SPC OH S     -   0.99996406  x   0.99995420  =   0.99991826
 DG7186!UTM  17      -   0.99996406  x   0.99985055  =   0.99981461
 DG7186
 DG7186                          SUPERSEDED SURVEY CONTROL
 DG7186
 DG7186.No superseded survey control is available for this station.
 DG7186
 DG7186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD5734399262(NAD 83)
 DG7186_MARKER: I = METAL ROD
 DG7186_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG7186_STAMPING: FCEO 2003
 DG7186_MARK LOGO: NGS   
 DG7186_PROJECTION: FLUSH
 DG7186_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7186+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 DG7186_ROD/PIPE-DEPTH: 16.6 meters
 DG7186_SLEEVE-DEPTH  :  0.9 meters
 DG7186
 DG7186  HISTORY     - Date     Condition        Report By
 DG7186  HISTORY     - 20030401 MONUMENTED       WOOLPT
 DG7186
 DG7186                          STATION DESCRIPTION
 DG7186
 DG7186'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (GTF)
 DG7186'THE STATION IS LOCATED AT THE FAIRFIELD COUNTY ENGINEERS OFFICE,  3.3
 DG7186'MI NORTHWEST OF INTERSECTION OF US HIGHWAYS 22 AND 33 IN LANCASTER.
 DG7186' 
 DG7186'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 33 AND
 DG7186'COLLINS  ROAD, 0.2 MI SOUTHEAST OF FAIRFIELD COUNTY AIRPORT, GO SOUTH
 DG7186'ON COLLINS ROAD FOR 1.2 MI TO WEST FAIR AVENUE.  TURN RIGHT AND  GO
 DG7186'EAST-NORTHEAST ON WEST FAIR AVENUE FOR 0.25 MI TO  GLORY LANE.  TURN
 DG7186'LEFT AND GO SOUTH ALONG GLORY LANE FOR  APPROXIMATELY 150 FT TO THE
 DG7186'STATION ON THE RIGHT, JUST NORTHEAST  OF COUNTY ENGINEERS OFFICE.
 DG7186' 
 DG7186'THE STATION IS AN ENCASED STAINLESS STEEL ROD DRIVEN TO REFUSAL.   THE
 DG7186'STATION IS LOCATED 44.3 FT SOUTH-SOUTHWEST OF THE CENTERLINE  OF THE
 DG7186'PARKING LOT DRIVE ENTRANCE, 83.5 FT NORTHWEST OF THE  CENTERLINE OF
 DG7186'GLORY LANE, 90.9 FT NORTHEAST OF THE SOUTHEAST  CORNER OF ENGINEERS
 DG7186'BUILDING, 39.8 NORTHEAST OF THE NORTHEAST  CORNER OF A BUILDING AND
 DG7186'13.0 FT NORTH-NORTHWEST OF THE  NORTHWEST CORNER OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2201 ***********************************************************************
 KZ2201  DESIGNATION -  FCGS 2208
 KZ2201  PID         -  KZ2201
 KZ2201  STATE/COUNTY-  OH/FRANKLIN
 KZ2201  USGS QUAD   -  NEW ALBANY (1982)
 KZ2201
 KZ2201                         *CURRENT SURVEY CONTROL
 KZ2201  ___________________________________________________________________
 KZ2201* NAD 83(1995)-  40 03 03.70609(N)    082 46 03.01979(W)     ADJUSTED  
 KZ2201* NAVD 88     -       329.5    (meters)    1081.     (feet)  VERTCON   
 KZ2201  ___________________________________________________________________
 KZ2201  X           -     615,541.400 (meters)                     COMP
 KZ2201  Y           -  -4,850,387.743 (meters)                     COMP
 KZ2201  Z           -   4,082,514.365 (meters)                     COMP
 KZ2201  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 KZ2201  ELLIP HEIGHT-         295.21  (meters)          (10/07/05) GPS OBS
 KZ2201  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KZ2201
 KZ2201  HORZ ORDER  -  FIRST
 KZ2201  ELLP ORDER  -  FOURTH    CLASS I
 KZ2201
 KZ2201.The horizontal coordinates were established by GPS observations
 KZ2201.and adjusted by the National Geodetic Survey in April 1998..
 KZ2201
 KZ2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2201
 KZ2201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2201
 KZ2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2201
 KZ2201.The ellipsoidal height was determined by GPS observations
 KZ2201.and is referenced to NAD 83.
 KZ2201
 KZ2201.The geoid height was determined by GEOID03.
 KZ2201
 KZ2201;                    North         East     Units Scale Factor Converg.
 KZ2201;SPC OH S     -   227,732.778   577,173.640   MT  1.00000355   -0 10 11.1
 KZ2201;UTM  17      - 4,434,917.643   349,234.468   MT  0.99987982   -1 08 15.2
 KZ2201
 KZ2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2201!SPC OH S     -   0.99995369  x   1.00000355  =   0.99995724
 KZ2201!UTM  17      -   0.99995369  x   0.99987982  =   0.99983352
 KZ2201
 KZ2201                          SUPERSEDED SURVEY CONTROL
 KZ2201
 KZ2201  ELLIP H (04/01/98)  295.19   (m)                       GP(       ) 4 1
 KZ2201  NAD 83(1986)-  40 03 03.71300(N)    082 46 03.02478(W) AD(       ) 1
 KZ2201  NGVD 29 (09/26/89)  329.6    (m)         1081.     (f) GPS OBS        
 KZ2201
 KZ2201.Superseded values are not recommended for survey control.
 KZ2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2201.See file dsdata.txt to determine how the superseded data were derived.
 KZ2201
 KZ2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4923434918(NAD 83)
 KZ2201_MARKER: DD = SURVEY DISK
 KZ2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2201_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2201+STABILITY: SURFACE MOTION
 KZ2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2201+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1987
 KZ2201
 KZ2201  HISTORY     - Date     Condition        Report By
 KZ2201  HISTORY     - 1986     MONUMENTED       OH-049
 KZ2201  HISTORY     - 19870523 GOOD
 KZ2201
 KZ2201                          STATION DESCRIPTION
 KZ2201
 KZ2201'DESCRIBED BY FRANKLIN COUNTY OHIO 1986
 KZ2201'THE STATION IS LOCATED ABOUT 5.63 KM (3.5 MI)
 KZ2201'SOUTHEAST OF THE JUNCTION OF U.S. ROUTE 62 AND STATE ROUTE 161 IN
 KZ2201'NEW ALBANY,
 KZ2201'6.16 KM (3.83 MI) EAST OF THE INTERSECTION OF U.S. ROUTE 62 AND
 KZ2201'MORSE ROAD, IN THE CENTERLINE OF MORSE ROAD ON THE FRANKLIN
 KZ2201'COUNTY-LICKING COUNTY LINE.
 KZ2201'OWNERSHIP--FRANKLIN COUNTY.
 KZ2201'
 KZ2201'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 605 AND STATE
 KZ2201'ROUTE 161 IN NEW ALBANY, GO EAST FOR 2.9 KM (1.8 MI) ON ROUTE 161
 KZ2201'(THE DUBLIN-GRANVILLE ROAD) TO BABBITT ROAD ON THE RIGHT.
 KZ2201'TURN RIGHT AND GO SOUTH FOR 3.1 KM (1.9 MI) ON BABBITT ROAD TO
 KZ2201'MORSE ROAD.
 KZ2201'TURN LEFT AND GO EAST FOR 0.8 KM (0.5 MI) ON MORSE ROAD TO THE
 KZ2201'STATION INSIDE A CAST IRON BOX IN THE ROAD PAVING 3 METERS (10 FT)
 KZ2201'WEST OF THE DRIVEWAY ENTRANCE TO THE KINNEY HOUSE NUMBER 8503 ON
 KZ2201'THE RIGHT.
 KZ2201'
 KZ2201'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---T2N R16W S4 R15W
 KZ2201'S25 T1N S1 S5 1986---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KZ2201'15 CM IN DIAMETER RECESSED 9 CM BELOW ROAD PAVING AND INSIDE A
 KZ2201'SQUARE CAST IRON BOX FLUSH WITH ROAD PAVING.  LOCATED 14.8 METERS
 KZ2201'(48.7 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF A METAL COUNTY
 KZ2201'SIGN POST, 14.7 METERS (48.3 FT) SOUTH FROM THE SOUTHWEST CORNER OF
 KZ2201'THE EAST GATE POST ON A FARM ROAD TO THE NORTH, 3.3 METERS (10.9 FT)
 KZ2201'WEST FROM THE INTERSECTION OF THE CENTERLINE OF MORSE ROAD AND THE
 KZ2201'EXTENDED CENTERLINE OF THE DRIVE TO HOUSE NUMBER 8503, 17.0 METERS
 KZ2201'(55.9 FT) NORTH-NORTHEAST FROM THE NORTH EDGE OF A 12 INCH DIAMETER
 KZ2201'TREE.
 KZ2201
 KZ2201                          STATION RECOVERY (1987)
 KZ2201
 KZ2201'RECOVERED 1987
 KZ2201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2202 ***********************************************************************
 KZ2202  DESIGNATION -  FCGS 2214
 KZ2202  PID         -  KZ2202
 KZ2202  STATE/COUNTY-  OH/FRANKLIN
 KZ2202  USGS QUAD   -  NEW ALBANY (1982)
 KZ2202
 KZ2202                         *CURRENT SURVEY CONTROL
 KZ2202  ___________________________________________________________________
 KZ2202* NAD 83(1995)-  40 01 10.00682(N)    082 48 53.59890(W)     ADJUSTED  
 KZ2202* NAVD 88     -       296.9    (meters)     974.     (feet)  VERTCON   
 KZ2202  ___________________________________________________________________
 KZ2202  X           -     611,809.014 (meters)                     COMP
 KZ2202  Y           -  -4,853,108.672 (meters)                     COMP
 KZ2202  Z           -   4,079,808.363 (meters)                     COMP
 KZ2202  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 KZ2202  ELLIP HEIGHT-         262.76  (meters)          (10/07/05) GPS OBS
 KZ2202  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KZ2202
 KZ2202  HORZ ORDER  -  FIRST
 KZ2202  ELLP ORDER  -  FOURTH    CLASS I
 KZ2202
 KZ2202.The horizontal coordinates were established by GPS observations
 KZ2202.and adjusted by the National Geodetic Survey in April 1998..
 KZ2202
 KZ2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2202
 KZ2202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2202
 KZ2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2202
 KZ2202.The ellipsoidal height was determined by GPS observations
 KZ2202.and is referenced to NAD 83.
 KZ2202
 KZ2202.The geoid height was determined by GEOID03.
 KZ2202
 KZ2202;                    North         East     Units Scale Factor Converg.
 KZ2202;SPC OH S     -   224,238.994   573,118.206   MT  0.99999728   -0 11 59.3
 KZ2202;UTM  17      - 4,431,493.232   345,121.074   MT  0.99989530   -1 10 02.2
 KZ2202
 KZ2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2202!SPC OH S     -   0.99995878  x   0.99999728  =   0.99995606
 KZ2202!UTM  17      -   0.99995878  x   0.99989530  =   0.99985408
 KZ2202
 KZ2202                          SUPERSEDED SURVEY CONTROL
 KZ2202
 KZ2202  ELLIP H (04/01/98)  262.77   (m)                       GP(       ) 4 1
 KZ2202  NAD 83(1986)-  40 01 10.01422(N)    082 48 53.60296(W) AD(       ) 1
 KZ2202  NGVD 29 (09/26/89)  297.1    (m)          975.     (f) GPS OBS        
 KZ2202
 KZ2202.Superseded values are not recommended for survey control.
 KZ2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2202.See file dsdata.txt to determine how the superseded data were derived.
 KZ2202
 KZ2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4512131493(NAD 83)
 KZ2202_MARKER: DD = SURVEY DISK
 KZ2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2202_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2202+STABILITY: SURFACE MOTION
 KZ2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2202+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2202
 KZ2202  HISTORY     - Date     Condition        Report By
 KZ2202  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2202
 KZ2202                          STATION DESCRIPTION
 KZ2202
 KZ2202'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2202'THE STATION IS LOCATED ABOUT 5.55 KM (3.45 MI)
 KZ2202'NORTH-NORTHEAST OF THE JUNCTION OF INTERSTATE 270 AND STATE ROUTE
 KZ2202'16,
 KZ2202'5.39 KM (3.35 MI) EAST OF THE JUNCTION OF U.S. ROUTE 62 AND STATE
 KZ2202'ROUTE 317, IN THE MIDDLE OF THE INTERSECTION OF HAVENS CORNERS ROAD
 KZ2202'AND THE REYNOLDSBURG-NEW ALBANY ROAD, WITHIN JEFFERSON TOWNSHIP.
 KZ2202'OWNERSHIP--FRANKLIN COUNTY.
 KZ2202'
 KZ2202'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 317 (HAMILTON
 KZ2202'ROAD) AND HAVENS CORNERS ROAD IN GAHANNA, GO
 KZ2202'EAST FOR 1.8 KM (1.1 MI) ON HAVENS CORNERS ROAD TO MANN ROAD ON THE
 KZ2202'LEFT.
 KZ2202'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.9 KM (0.55 MI) ON HAVENS
 KZ2202'CORNERS ROAD TO THE JUNCTION OF THE REYNOLDSBURG-NEW ALBANY ROAD
 KZ2202'AND THE STATION INSIDE A CAST IRON BOX IN THE ROAD PAVING NEAR THE
 KZ2202'CENTER OF THE INTERSECTION.
 KZ2202'
 KZ2202'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---HC 30---, SET
 KZ2202'INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 KZ2202'RECESSED 11 CM BELOW ROAD PAVING AND INSIDE A SQUARE CAST IRON BOX
 KZ2202'FLUSH WITH ROAD PAVING.  LOCATED 18.2 METERS (59.7 FT)
 KZ2202'NORTH-NORTHEAST FROM THE NORTHEAST EDGE OF A WHITE WOOD POST,
 KZ2202'15.3 METERS (50.3 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF A
 KZ2202'MANHOLE RIM, 11.3 METERS (37.0 FT) SOUTHWEST FROM A RAILROAD SPIKE
 KZ2202'IN THE BASE OF A WOOD POWER POLE AT THE NORTHEAST CORNER OF THE
 KZ2202'INTERSECTION, 16.1 METERS (52.8 FT) NORTH-NORTHWEST FROM THE
 KZ2202'NORTHWEST CORNER OF A METAL STREET SIGN POLE AT THE SOUTHEAST
 KZ2202'CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2203 ***********************************************************************
 KZ2203  DESIGNATION -  FCGS 2217
 KZ2203  PID         -  KZ2203
 KZ2203  STATE/COUNTY-  OH/FRANKLIN
 KZ2203  USGS QUAD   -  POWELL (1988)
 KZ2203
 KZ2203                         *CURRENT SURVEY CONTROL
 KZ2203  ___________________________________________________________________
 KZ2203* NAD 83(1995)-  40 08 18.84410(N)    083 04 19.41791(W)     ADJUSTED  
 KZ2203* NAVD 88     -       282.6    (meters)     927.     (feet)  VERTCON   
 KZ2203  ___________________________________________________________________
 KZ2203  X           -     588,991.233 (meters)                     COMP
 KZ2203  Y           -  -4,847,341.204 (meters)                     COMP
 KZ2203  Z           -   4,089,920.413 (meters)                     COMP
 KZ2203  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 KZ2203  ELLIP HEIGHT-         248.89  (meters)          (10/07/05) GPS OBS
 KZ2203  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KZ2203
 KZ2203  HORZ ORDER  -  FIRST
 KZ2203  ELLP ORDER  -  FOURTH    CLASS I
 KZ2203
 KZ2203.The horizontal coordinates were established by GPS observations
 KZ2203.and adjusted by the National Geodetic Survey in October 2005..
 KZ2203
 KZ2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2203
 KZ2203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2203
 KZ2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2203
 KZ2203.The ellipsoidal height was determined by GPS observations
 KZ2203.and is referenced to NAD 83.
 KZ2203
 KZ2203.The geoid height was determined by GEOID03.
 KZ2203
 KZ2203;                    North         East     Units Scale Factor Converg.
 KZ2203;SPC OH S     -   237,573.468   551,247.660   MT  1.00002252   -0 21 46.7
 KZ2203;SPC OH N     -    52,564.069   551,245.392   MT  1.00006951   -0 22 32.9
 KZ2203;UTM  17      - 4,445,195.148   323,480.990   MT  0.99998359   -1 20 09.9
 KZ2203
 KZ2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2203!SPC OH S     -   0.99996096  x   1.00002252  =   0.99998348
 KZ2203!SPC OH N     -   0.99996096  x   1.00006951  =   1.00003046
 KZ2203!UTM  17      -   0.99996096  x   0.99998359  =   0.99994455
 KZ2203
 KZ2203                          SUPERSEDED SURVEY CONTROL
 KZ2203
 KZ2203  NAD 83(1995)-  40 08 18.84596(N)    083 04 19.41552(W) AD(       ) 1
 KZ2203  ELLIP H (04/01/98)  248.68   (m)                       GP(       ) 4 1
 KZ2203  NAD 83(1986)-  40 08 18.85130(N)    083 04 19.42461(W) AD(       ) 1
 KZ2203  NGVD 29 (09/26/89)  282.8    (m)          928.     (f) GPS OBS        
 KZ2203
 KZ2203.Superseded values are not recommended for survey control.
 KZ2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2203.See file dsdata.txt to determine how the superseded data were derived.
 KZ2203
 KZ2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2348145195(NAD 83)
 KZ2203_MARKER: DD = SURVEY DISK
 KZ2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2203_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2203+STABILITY: SURFACE MOTION
 KZ2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2203+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1987
 KZ2203
 KZ2203  HISTORY     - Date     Condition        Report By
 KZ2203  HISTORY     - 1986     MONUMENTED       OH-049
 KZ2203  HISTORY     - 19870519 GOOD
 KZ2203  HISTORY     - 20050212 GOOD             USPSQD
 KZ2203
 KZ2203                          STATION DESCRIPTION
 KZ2203
 KZ2203'DESCRIBED BY FRANKLIN COUNTY OHIO 1986
 KZ2203'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 KZ2203'SOUTH OF POWELL, ON SMOKY ROW ROAD,
 KZ2203'2.9 KM (1.8 MI) NORTH OF INTERSTATE 270,
 KZ2203'2.9 KM (1.8 MI) WEST OF HIGHWAY 315.
 KZ2203'OWNERSHIP--FRANKLIN COUNTY.
 KZ2203'
 KZ2203'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 270 AND
 KZ2203'SAWMILL ROAD AT INTERCHANGE 20 NEAR EAST DUBLIN, GO
 KZ2203'NORTH FOR 2.4 KM (1.5 MI) ON SAWMILL ROAD TO SUMMIT VIEW ROAD
 KZ2203'(WEST) ON THE LEFT.
 KZ2203'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.16 KM (0.1 MI) ON
 KZ2203'SAWMILL ROAD TO SUMMIT VIEW ROAD ON THE RIGHT.
 KZ2203'TURN RIGHT AND GO EAST FOR 1.6 KM (1.0 MI) ON SUMMIT VIEW ROAD TO
 KZ2203'THE INTERSECTION OF SMOKY ROW ROAD.
 KZ2203'TURN LEFT AND GO NORTH-NORTHWEST FOR 0.6 KM (0.4 MI) ON SMOKY ROW
 KZ2203'ROAD TO THE STATION INSIDE A CAST IRON BOX IN THE CENTER OF THE
 KZ2203'ROAD PAVING AT THE DELAWARE COUNTY-FRANKLIN COUNTY LINE ABOUT 50
 KZ2203'METERS (165 FT) NORTH OF WIMBERLY COURT.
 KZ2203'
 KZ2203'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---NO 40 DELAWARE
 KZ2203'CO FRANKLIN CO 1986---, SET INTO THE TOP OF A ROUND CONCRETE
 KZ2203'MONUMENT 15 CM IN DIAMETER RECESSED 9 CM BELOW ROAD PAVING AND
 KZ2203'INSIDE A SQUARE CAST IRON BOX FLUSH WITH ROAD PAVING.  LOCATED 5.0
 KZ2203'METERS (16.4 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE EAST
 KZ2203'POST OF A FRANKLIN COUNTY SIGN ON THE WEST SIDE OF SMOKY ROW ROAD,
 KZ2203'9.2 METERS (30.2 FT) EAST FROM THE SOUTHEAST EDGE OF A POWER POLE ON
 KZ2203'THE WEST SIDE OF THE ROAD NEAR A POWER LINE, 2.3 METERS (7.6 FT)
 KZ2203'EAST FROM THE WEST EDGE OF THE SMOKY ROW ROAD (LIBERTY ROAD) PAVING,
 KZ2203'8.8 METERS (28.8 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 KZ2203'DELAWARE COUNTY SIGN POST ON THE EAST SIDE OF THE ROAD.
 KZ2203
 KZ2203                          STATION RECOVERY (1987)
 KZ2203
 KZ2203'RECOVERED 1987
 KZ2203'RECOVERED IN GOOD CONDITION.
 KZ2203
 KZ2203                          STATION RECOVERY (2005)
 KZ2203
 KZ2203'RECOVERY NOTE BY US POWER SQUADRON 2005
 KZ2203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1603 ***********************************************************************
 JY1603  DESIGNATION -  FCGS 2222
 JY1603  PID         -  JY1603
 JY1603  STATE/COUNTY-  OH/FRANKLIN
 JY1603  USGS QUAD   -  LOCKBOURNE (1992)
 JY1603
 JY1603                         *CURRENT SURVEY CONTROL
 JY1603  ___________________________________________________________________
 JY1603* NAD 83(1995)-  39 48 07.35263(N)    082 57 56.37378(W)     ADJUSTED  
 JY1603* NAVD 88     -       219.7    (meters)     721.     (feet)  VERTCON   
 JY1603  ___________________________________________________________________
 JY1603  X           -     600,925.695 (meters)                     COMP
 JY1603  Y           -  -4,870,014.526 (meters)                     COMP
 JY1603  Z           -   4,061,242.589 (meters)                     COMP
 JY1603  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 JY1603  ELLIP HEIGHT-         185.70  (meters)          (10/07/05) GPS OBS
 JY1603  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JY1603
 JY1603  HORZ ORDER  -  FIRST
 JY1603  ELLP ORDER  -  FOURTH    CLASS I
 JY1603
 JY1603.The horizontal coordinates were established by GPS observations
 JY1603.and adjusted by the National Geodetic Survey in April 1998..
 JY1603
 JY1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1603
 JY1603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1603
 JY1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1603
 JY1603.The ellipsoidal height was determined by GPS observations
 JY1603.and is referenced to NAD 83.
 JY1603
 JY1603.The geoid height was determined by GEOID03.
 JY1603
 JY1603;                    North         East     Units Scale Factor Converg.
 JY1603;SPC OH S     -   200,156.467   560,122.636   MT  0.99996243   -0 17 43.7
 JY1603;UTM  17      - 4,407,634.436   331,722.365   MT  0.99994863   -1 15 30.9
 JY1603
 JY1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1603!SPC OH S     -   0.99997087  x   0.99996243  =   0.99993330
 JY1603!UTM  17      -   0.99997087  x   0.99994863  =   0.99991950
 JY1603
 JY1603                          SUPERSEDED SURVEY CONTROL
 JY1603
 JY1603  ELLIP H (04/01/98)  185.71   (m)                       GP(       ) 4 1
 JY1603  NAD 83(1986)-  39 48 07.35991(N)    082 57 56.37617(W) AD(       ) 1
 JY1603  NGVD 29 (09/26/89)  219.8    (m)          721.     (f) GPS OBS        
 JY1603
 JY1603.Superseded values are not recommended for survey control.
 JY1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1603.See file dsdata.txt to determine how the superseded data were derived.
 JY1603
 JY1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3172207634(NAD 83)
 JY1603_MARKER: DD = SURVEY DISK
 JY1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1603_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1603+STABILITY: SURFACE MOTION
 JY1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1603+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1603
 JY1603  HISTORY     - Date     Condition        Report By
 JY1603  HISTORY     - 1987     MONUMENTED       OH-049
 JY1603
 JY1603                          STATION DESCRIPTION
 JY1603
 JY1603'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1603'THE STATION IS LOCATED ABOUT 1.0 KM (0.6 MI)
 JY1603'SOUTH-SOUTHEAST OF LOCKBOURNE,
 JY1603'0.8 KM (0.5 MI) SOUTHWEST OF THE RICKENBACKER AIR NATIONAL GUARD
 JY1603'BASE,
 JY1603'4.0 KM (2.5 MI) EAST OF THE SCIOTO RIVER ALONG THE FRANKLIN
 JY1603'COUNTY-PICKAWAY COUNTY LINE.
 JY1603'OWNERSHIP--MR. VERNON BOLENDER, 9057 ASHVILLE PIKE, LOCKBOURNE,
 JY1603'OHIO, PHONE NUMBER (614)491-1051.
 JY1603'
 JY1603'TO REACH THE STATION FROM THE INTERSECTION OF WILLIAMS STREET AND
 JY1603'MECHANICS STREET IN LOCKBOURNE, GO SOUTHWEST FOR
 JY1603'0.3 KM (0.2 MI) ON WILLIAMS STREET TO A SHARP BEND TO THE LEFT.
 JY1603'TURN LEFT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON WILLIAMS STREET TO
 JY1603'THE FRANKLIN COUNTY-PICKAWAY COUNTY LINE AND A FARM ROAD ON THE
 JY1603'LEFT.
 JY1603'TURN LEFT AND GO EAST FOR 0.8 KM (0.5 MI) ON THE FARM ROAD TO THE
 JY1603'STATION ON THE LEFT ON AN EAST-WEST FENCELINE ABOUT 49 METERS (160
 JY1603'FT) EAST FROM A NORTH-SOUTH WIRE FENCELINE.
 JY1603'
 JY1603'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---T3N R22W 1/4
 JY1603'S11 S14 1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20
 JY1603'CM IN DIAMETER PROJECTING 46 CM ABOVE GROUND.  LOCATED 114.0 METERS
 JY1603'(374.0 FT) WEST-NORTHWEST FROM A 24 INCH DIAMETER FENCE POST AT THE
 JY1603'NORTH END OF A NORTH-SOUTH FENCE LINE, 49.0 METERS (160.8 FT) EAST
 JY1603'FROM A METAL PENCE POST AT THE JUNCTION OF A NORTH-SOUTH FENCE LINE
 JY1603'AND AN EAST-WEST FENCE LINE, 3.0 METERS (9.7 FT) NORTH-NORTHEAST
 JY1603'FROM THE CENTERLINE OF A FARM ROAD, 0.5 METERS (1.8 FT) SOUTH FROM
 JY1603'A STANDARD FRANKLIN COUNTY SURVEY MARK WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2204 ***********************************************************************
 KZ2204  DESIGNATION -  FCGS 2225
 KZ2204  PID         -  KZ2204
 KZ2204  STATE/COUNTY-  OH/FRANKLIN
 KZ2204  USGS QUAD   -  POWELL (1988)
 KZ2204
 KZ2204                         *CURRENT SURVEY CONTROL
 KZ2204  ___________________________________________________________________
 KZ2204* NAD 83(1995)-  40 08 10.95930(N)    083 00 22.33962(W)     ADJUSTED  
 KZ2204* NAVD 88     -       282.0    (meters)     925.     (feet)  VERTCON   
 KZ2204  ___________________________________________________________________
 KZ2204  X           -     594,581.341 (meters)                     COMP
 KZ2204  Y           -  -4,846,816.086 (meters)                     COMP
 KZ2204  Z           -   4,089,734.018 (meters)                     COMP
 KZ2204  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 KZ2204  ELLIP HEIGHT-         248.17  (meters)          (10/07/05) GPS OBS
 KZ2204  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ2204
 KZ2204  HORZ ORDER  -  FIRST
 KZ2204  ELLP ORDER  -  FOURTH    CLASS I
 KZ2204
 KZ2204.The horizontal coordinates were established by GPS observations
 KZ2204.and adjusted by the National Geodetic Survey in April 1998..
 KZ2204
 KZ2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2204
 KZ2204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2204
 KZ2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2204
 KZ2204.The ellipsoidal height was determined by GPS observations
 KZ2204.and is referenced to NAD 83.
 KZ2204
 KZ2204.The geoid height was determined by GEOID03.
 KZ2204
 KZ2204;                    North         East     Units Scale Factor Converg.
 KZ2204;SPC OH S     -   237,296.761   556,858.558   MT  1.00002201   -0 19 16.3
 KZ2204;SPC OH N     -    52,286.164   556,856.499   MT  1.00007012   -0 19 57.2
 KZ2204;UTM  17      - 4,444,823.248   329,086.098   MT  0.99995961   -1 17 36.7
 KZ2204
 KZ2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2204!SPC OH S     -   0.99996107  x   1.00002201  =   0.99998308
 KZ2204!SPC OH N     -   0.99996107  x   1.00007012  =   1.00003119
 KZ2204!UTM  17      -   0.99996107  x   0.99995961  =   0.99992068
 KZ2204
 KZ2204                          SUPERSEDED SURVEY CONTROL
 KZ2204
 KZ2204  ELLIP H (04/01/98)  248.06   (m)                       GP(       ) 4 1
 KZ2204  NAD 83(1986)-  40 08 10.96675(N)    083 00 22.34589(W) AD(       ) 1
 KZ2204  NGVD 29 (09/26/89)  282.2    (m)          926.     (f) GPS OBS        
 KZ2204
 KZ2204.Superseded values are not recommended for survey control.
 KZ2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2204.See file dsdata.txt to determine how the superseded data were derived.
 KZ2204
 KZ2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2908644823(NAD 83)
 KZ2204_MARKER: DD = SURVEY DISK
 KZ2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2204_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2204+STABILITY: SURFACE MOTION
 KZ2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2204+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1987
 KZ2204
 KZ2204  HISTORY     - Date     Condition        Report By
 KZ2204  HISTORY     - 1986     MONUMENTED       OH-049
 KZ2204  HISTORY     - 19870518 GOOD
 KZ2204  HISTORY     - 20050212 GOOD             USPSQD
 KZ2204
 KZ2204                          STATION DESCRIPTION
 KZ2204
 KZ2204'DESCRIBED BY FRANKLIN COUNTY OHIO 1986
 KZ2204'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 KZ2204'NORTH OF COLUMBUS,
 KZ2204'2.9 KM (1.8 MI) WEST OF INTERSTATE 71,
 KZ2204'1.0 KM (0.6 MI) EAST OF HIGHWAY 23, JUST WEST OF THE INTERSECTION
 KZ2204'OF LAZELLE ROAD AND FLINT ROAD.
 KZ2204'OWNERSHIP--FRANKLIN COUNTY.
 KZ2204'
 KZ2204'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 270 AND
 KZ2204'HIGHWAY 23 AT INTERCHANGE 23 LOCATED NEAR NORTH WORTHINGTON, GO
 KZ2204'NORTH FOR 2.7 KM (1.7 MI) ON HIGHWAY 23 TO THE INTERSECTION OF
 KZ2204'LAZELLE ROAD.
 KZ2204'TURN RIGHT AND GO EAST FOR 1.0 KM (0.6 MI) ON LAZELLE ROAD TO THE
 KZ2204'STATION INSIDE A CAST IRON BOX IN THE CENTER OF THE ROAD PAVING
 KZ2204'ABOUT 46 METERS (150 FT) WEST FROM FLINT ROAD.
 KZ2204'
 KZ2204'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---NO 80 DELAWARE
 KZ2204'CO FRANKLIN CO 1986---, SET INTO THE TOP OF A ROUND CONCRETE
 KZ2204'MONUMENT 15 CM IN DIAMETER RECESSED 10 CM BELOW ROAD PAVING AND
 KZ2204'INSIDE A SQUARE CAST IRON BOX FLUSH WITH ROAD PAVING.  LOCATED 9.5
 KZ2204'METERS (31.2 FT) NORTHEAST FROM THE CENTER OF A FIRE HYDRAND ON THE
 KZ2204'SOUTH SIDE OF LAZELLE ROAD, 14.6 METERS (47.8 FT) SOUTHEAST FROM THE
 KZ2204'SOUTHEAST EDGE OF A POWER POLE ON THE NORTH SIDE OF THE ROAD IN
 KZ2204'FRONT OF A WHITE HOUSE, 2.5 METERS (8.3 FT) SOUTH FROM THE NORTH
 KZ2204'EDGE OF THE LAZELLE ROAD PAVING, 6.7 METERS (21.9 FT) WEST FROM THE
 KZ2204'INTERSECTION OF THE CENTERLINE OF LAZELLE ROAD AND THE EXTENDED
 KZ2204'CENTERLINE OF THE DRIVE TO HOUSE.
 KZ2204
 KZ2204                          STATION RECOVERY (1987)
 KZ2204
 KZ2204'RECOVERED 1987
 KZ2204'RECOVERED IN GOOD CONDITION.
 KZ2204
 KZ2204                          STATION RECOVERY (2005)
 KZ2204
 KZ2204'RECOVERY NOTE BY US POWER SQUADRON 2005
 KZ2204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2205 ***********************************************************************
 KZ2205  DESIGNATION -  FCGS 2239
 KZ2205  PID         -  KZ2205
 KZ2205  STATE/COUNTY-  OH/FRANKLIN
 KZ2205  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ2205
 KZ2205                         *CURRENT SURVEY CONTROL
 KZ2205  ___________________________________________________________________
 KZ2205* NAD 83(1995)-  40 01 39.40130(N)    083 06 35.39875(W)     ADJUSTED  
 KZ2205* NAVD 88     -       258.2    (meters)     847.     (feet)  VERTCON   
 KZ2205  ___________________________________________________________________
 KZ2205  X           -     586,744.951 (meters)                     COMP
 KZ2205  Y           -  -4,855,585.775 (meters)                     COMP
 KZ2205  Z           -   4,080,477.989 (meters)                     COMP
 KZ2205  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 KZ2205  ELLIP HEIGHT-         224.40  (meters)          (10/07/05) GPS OBS
 KZ2205  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KZ2205
 KZ2205  HORZ ORDER  -  FIRST
 KZ2205  ELLP ORDER  -  FOURTH    CLASS I
 KZ2205
 KZ2205.The horizontal coordinates were established by GPS observations
 KZ2205.and adjusted by the National Geodetic Survey in April 1998..
 KZ2205
 KZ2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2205
 KZ2205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2205
 KZ2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2205
 KZ2205.The ellipsoidal height was determined by GPS observations
 KZ2205.and is referenced to NAD 83.
 KZ2205
 KZ2205.The geoid height was determined by GEOID03.
 KZ2205
 KZ2205;                    North         East     Units Scale Factor Converg.
 KZ2205;SPC OH S     -   225,274.515   547,945.445   MT  0.99999887   -0 23 13.0
 KZ2205;UTM  17      - 4,432,954.200   319,970.736   MT  0.99999900   -1 21 26.3
 KZ2205
 KZ2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2205!SPC OH S     -   0.99996480  x   0.99999887  =   0.99996367
 KZ2205!UTM  17      -   0.99996480  x   0.99999900  =   0.99996380
 KZ2205
 KZ2205                          SUPERSEDED SURVEY CONTROL
 KZ2205
 KZ2205  ELLIP H (04/01/98)  224.29   (m)                       GP(       ) 4 1
 KZ2205  NAD 83(1986)-  40 01 39.40723(N)    083 06 35.40522(W) AD(       ) 1
 KZ2205  NGVD 29 (09/26/89)  258.3    (m)          847.     (f) GPS OBS        
 KZ2205
 KZ2205.Superseded values are not recommended for survey control.
 KZ2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2205.See file dsdata.txt to determine how the superseded data were derived.
 KZ2205
 KZ2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1997132954(NAD 83)
 KZ2205_MARKER: DD = SURVEY DISK
 KZ2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2205_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2205+STABILITY: SURFACE MOTION
 KZ2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2205+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 KZ2205
 KZ2205  HISTORY     - Date     Condition        Report By
 KZ2205  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2205  HISTORY     - 20020702 GOOD             GEOCAC
 KZ2205  HISTORY     - 20030731 GOOD             USPSQD
 KZ2205
 KZ2205                          STATION DESCRIPTION
 KZ2205
 KZ2205'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2205'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI)
 KZ2205'NORTH-NORTHEAST OF THE JUNCTION OF INTERSTATE 270 AND ROBERTS ROAD
 KZ2205'AT INTERCHANGE 10,
 KZ2205'1.29 KM (0.8 MI) EAST-SOUTHEAST OF THE JUNCTION OF INTERSTATE 270
 KZ2205'AND THE HILLIARD-CEMETERY ROAD AT INTERCHANGE 13, IN THE MIDDLE OF
 KZ2205'THE INTERSECTION OF FISHINGER ROAD AND SMILEY ROAD IN THE TOWNSHIP
 KZ2205'OF NORWICH.
 KZ2205'OWNERSHIP--TOWNSHIP OF NORWICH.
 KZ2205'
 KZ2205'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 270 AND THE
 KZ2205'HILLIARD-CEMETERY ROAD AT INTERCHANGE 13 LOCATED EAST OF HILLIARD, GO
 KZ2205'EAST FOR 1.0 KM (0.65 MI) ON THE HILLIARD-CEMETERY ROAD TO SMILEY
 KZ2205'ROAD ON THE RIGHT.
 KZ2205'TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.5 MI) ON SMILEY ROAD TO THE
 KZ2205'INTERSECTION OF FISHINGER ROAD AND THE STATION INSIDE A CAST IRON
 KZ2205'BOX IN THE ROAD PAVING NEAR THE CENTER OF THE INTERSECTION.
 KZ2205'
 KZ2205'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FB 10---, SET
 KZ2205'INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 KZ2205'RECESSED 11 CM BELOW ROAD PAVING AND INSIDE A SQUARE CAST IRON BOX
 KZ2205'FLUSH WITH ROAD PAVING.  LOCATED 17.9 METERS (58.6 FT)
 KZ2205'EAST-SOUTHEAST FROM THE CENTER OF A METAL LIGHT POLE AT THE
 KZ2205'NORTHWEST CORNER OF THE ROAD INTERSECTION, 21.7 METERS (71.1 FT)
 KZ2205'NORTH-NORTHWEST FROM THE CENTER OF A 24 INCH DIAMETER MAPLE TREE,
 KZ2205'17.7 METERS (58.2 FT) NORTHEAST FROM THE CENTER OF A METAL LIGHT
 KZ2205'POLE AT THE SOUTHWEST CORNER OF THE ROAD INTERSECTION, 13.1 METERS
 KZ2205'(43.0 FT) SOUTHWEST FROM A WATER SHUT OFF VALVE IN THE STREET
 KZ2205'PAVING AT THE NORTHEAST CORNER OF THE INTERSECTION.
 KZ2205
 KZ2205                          STATION RECOVERY (2002)
 KZ2205
 KZ2205'RECOVERY NOTE BY GEOCACHING 2002
 KZ2205'RECOVERED IN GOOD CONDITION.
 KZ2205
 KZ2205                          STATION RECOVERY (2003)
 KZ2205
 KZ2205'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 KZ2205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1604 ***********************************************************************
 JY1604  DESIGNATION -  FCGS 2245B
 JY1604  PID         -  JY1604
 JY1604  STATE/COUNTY-  OH/FRANKLIN
 JY1604  USGS QUAD   -  REYNOLDSBURG (1994)
 JY1604
 JY1604                         *CURRENT SURVEY CONTROL
 JY1604  ___________________________________________________________________
 JY1604* NAD 83(1995)-  39 56 49.71556(N)    082 47 06.89267(W)     ADJUSTED  
 JY1604* NAVD 88     -       279.9    (meters)     918.     (feet)  VERTCON   
 JY1604  ___________________________________________________________________
 JY1604  X           -     614,965.829 (meters)                     COMP
 JY1604  Y           -  -4,857,896.581 (meters)                     COMP
 JY1604  Z           -   4,073,645.819 (meters)                     COMP
 JY1604  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 JY1604  ELLIP HEIGHT-         245.81  (meters)          (10/07/05) GPS OBS
 JY1604  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY1604
 JY1604  HORZ ORDER  -  FIRST
 JY1604  ELLP ORDER  -  FOURTH    CLASS I
 JY1604
 JY1604.The horizontal coordinates were established by GPS observations
 JY1604.and adjusted by the National Geodetic Survey in April 1998..
 JY1604
 JY1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1604
 JY1604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1604
 JY1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1604
 JY1604.The ellipsoidal height was determined by GPS observations
 JY1604.and is referenced to NAD 83.
 JY1604
 JY1604.The geoid height was determined by GEOID03.
 JY1604
 JY1604;                    North         East     Units Scale Factor Converg.
 JY1604;SPC OH S     -   216,202.574   575,623.234   MT  0.99998409   -0 10 51.6
 JY1604;UTM  17      - 4,423,416.506   347,489.954   MT  0.99988634   -1 08 47.4
 JY1604
 JY1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1604!SPC OH S     -   0.99996144  x   0.99998409  =   0.99994553
 JY1604!UTM  17      -   0.99996144  x   0.99988634  =   0.99984778
 JY1604
 JY1604                          SUPERSEDED SURVEY CONTROL
 JY1604
 JY1604  ELLIP H (04/01/98)  245.82   (m)                       GP(       ) 4 1
 JY1604  NAD 83(1986)-  39 56 49.72303(N)    082 47 06.89586(W) AD(       ) 1
 JY1604  NGVD 29 (09/26/89)  280.1    (m)          919.     (f) GPS OBS        
 JY1604
 JY1604.Superseded values are not recommended for survey control.
 JY1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1604.See file dsdata.txt to determine how the superseded data were derived.
 JY1604
 JY1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4749023417(NAD 83)
 JY1604_MARKER: DD = SURVEY DISK
 JY1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1604_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1604+STABILITY: SURFACE MOTION
 JY1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1604+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1604
 JY1604  HISTORY     - Date     Condition        Report By
 JY1604  HISTORY     - 1987     MONUMENTED       OH-049
 JY1604
 JY1604                          STATION DESCRIPTION
 JY1604
 JY1604'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1604'THE STATION IS LOCATED ABOUT 1.37 KM (0.85 MI)
 JY1604'NORTH OF THE JUNCTION OF INTERSTATE 70 AND STATE ROUTE 256
 JY1604'(BALTIMORE-REYNOLDSBURG ROAD),
 JY1604'1.45 KM (0.9 MI) EAST-SOUTHEAST OF THE JUNCTION OF U.S. ROUTE 40
 JY1604'(MAIN STREET-NATIONAL ROAD) AND STATE ROUTE 256,
 JY1604'1.42 KM (0.88 MI) SOUTHWEST OF THE JUNCTION OF U.S. ROUTE 40
 JY1604'(NATIONAL ROAD) AND TAYLOR ROAD, AND WITHIN THE TOWN OF
 JY1604'REYNOLDSBURG.
 JY1604'OWNERSHIP--TOWN OF REYNOLDSBURG.
 JY1604'
 JY1604'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 40 AND GRAHAM
 JY1604'ROAD (WAGGONER ROAD) IN REYNOLDSBURG, GO SOUTH FOR
 JY1604'0.8 KM (0.5 MI) ON GRAHAM ROAD TO PALMER ROAD ON THE LEFT.
 JY1604'TURN LEFT AND GO EAST FOR 0.7 KM (0.45 MI) ON PALMER ROAD TO THE
 JY1604'STATION IN A CAST IRON BOX SET IN THE ROAD PAVING JUST 15 METERS
 JY1604'(50 FT) WEST FROM THE DRIVEWAY TO HOUSE NUMBER 7886 ON THE LEFT.
 JY1604'
 JY1604'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---PA 5---, SET
 JY1604'INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 JY1604'RECESSED 12.5 CM BELOW GROUND AND INSIDE A SQUARE CAST IRON BOX
 JY1604'BOX FLUSH WITH ROAD PAVING.  LOCATED 20.0 METERS (65.5 FT)
 JY1604'EAST-NORTHEAST FROM THE EDGE OF A POWER POLE ON THE SOUTH SIDE OF
 JY1604'THE ROAD, 3.0 METERS (9.9 FT) SOUTH FROM THE NORTH EDGE OF THE
 JY1604'PALMER ROAD PAVING, 3.3 METERS (10.8 FT) NORTH FROM THE SOUTH EDGE
 JY1604'OF THE ROAD PAVING, 10.4 METERS (34.0 FT) SOUTHWEST FROM THE
 JY1604'SOUTHWEST CORNER OF AN AIR CONDITIONING UNIT, 20.8 METERS (68.2 FT)
 JY1604'WEST FROM THE CENTER OF A FIRE HYDRANT AT THE EAST SIDE OF THE
 JY1604'DRIVE TO HOUSE NUMBER 7886.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1705 ***********************************************************************
 JY1705  DESIGNATION -  FCGS 2247
 JY1705  PID         -  JY1705
 JY1705  STATE/COUNTY-  OH/FRANKLIN
 JY1705  USGS QUAD   -  REYNOLDSBURG (1994)
 JY1705
 JY1705                         *CURRENT SURVEY CONTROL
 JY1705  ___________________________________________________________________
 JY1705* NAD 83(1995)-  39 56 49.30583(N)    082 46 57.79500(W)     ADJUSTED  
 JY1705* NAVD 88     -       283.4    (meters)     930.     (feet)  VERTCON   
 JY1705  ___________________________________________________________________
 JY1705  X           -     615,181.451 (meters)                     COMP
 JY1705  Y           -  -4,857,880.164 (meters)                     COMP
 JY1705  Z           -   4,073,638.377 (meters)                     COMP
 JY1705  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 JY1705  ELLIP HEIGHT-         249.31  (meters)          (10/07/05) GPS OBS
 JY1705  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY1705
 JY1705  HORZ ORDER  -  FIRST
 JY1705  ELLP ORDER  -  FOURTH    CLASS I
 JY1705
 JY1705.The horizontal coordinates were established by GPS observations
 JY1705.and adjusted by the National Geodetic Survey in April 1998..
 JY1705
 JY1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1705
 JY1705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1705
 JY1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1705
 JY1705.The ellipsoidal height was determined by GPS observations
 JY1705.and is referenced to NAD 83.
 JY1705
 JY1705.The geoid height was determined by GEOID03.
 JY1705
 JY1705;                    North         East     Units Scale Factor Converg.
 JY1705;SPC OH S     -   216,189.258   575,839.157   MT  0.99998407   -0 10 45.8
 JY1705;UTM  17      - 4,423,399.555   347,705.601   MT  0.99988554   -1 08 41.5
 JY1705
 JY1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1705!SPC OH S     -   0.99996089  x   0.99998407  =   0.99994496
 JY1705!UTM  17      -   0.99996089  x   0.99988554  =   0.99984643
 JY1705
 JY1705                          SUPERSEDED SURVEY CONTROL
 JY1705
 JY1705  ELLIP H (04/01/98)  249.32   (m)                       GP(       ) 4 1
 JY1705  NAD 83(1986)-  39 56 49.31310(N)    082 46 57.79836(W) AD(       ) 1
 JY1705  NGVD 29 (08/31/92)  283.6    (m)          930.     (f) GPS OBS        
 JY1705
 JY1705.Superseded values are not recommended for survey control.
 JY1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1705.See file dsdata.txt to determine how the superseded data were derived.
 JY1705
 JY1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4770623400(NAD 83)
 JY1705_MARKER: DR = REFERENCE MARK DISK
 JY1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1705_SP_SET: CONCRETE POST
 JY1705_STAMPING: FCGS 2247
 JY1705_MARK LOGO: FCA   
 JY1705_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1705+STABILITY: SURFACE MOTION
 JY1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1705+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1991
 JY1705
 JY1705  HISTORY     - Date     Condition        Report By
 JY1705  HISTORY     - 1986     MONUMENTED       WOOLPT
 JY1705  HISTORY     - 19910906 GOOD
 JY1705
 JY1705                          STATION DESCRIPTION
 JY1705
 JY1705'DESCRIBED BY WOOLPERT CONSULTANTS 1986
 JY1705'ALUMINUM CAP IN CONCRETE MONUMENT, AT THE C/L INTERSECTION OF PALMER
 JY1705'ROAD AND COBBLEGATE LANE, ACCESS THROUGH F.C. ROAD MONUMENT BOX.
 JY1705
 JY1705                          STATION RECOVERY (1991)
 JY1705
 JY1705'RECOVERED 1991
 JY1705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2206 ***********************************************************************
 KZ2206  DESIGNATION -  FCGS 9917B
 KZ2206  PID         -  KZ2206
 KZ2206  STATE/COUNTY-  OH/FRANKLIN
 KZ2206  USGS QUAD   -  NEW ALBANY (1982)
 KZ2206
 KZ2206                         *CURRENT SURVEY CONTROL
 KZ2206  ___________________________________________________________________
 KZ2206* NAD 83(1995)-  40 04 53.27677(N)    082 48 31.81025(W)     ADJUSTED  
 KZ2206* NAVD 88     -       313.0    (meters)    1027.     (feet)  VERTCON   
 KZ2206  ___________________________________________________________________
 KZ2206  X           -     611,768.477 (meters)                     COMP
 KZ2206  Y           -  -4,848,659.639 (meters)                     COMP
 KZ2206  Z           -   4,085,090.173 (meters)                     COMP
 KZ2206  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 KZ2206  ELLIP HEIGHT-         278.65  (meters)          (10/07/05) GPS OBS
 KZ2206  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KZ2206
 KZ2206  HORZ ORDER  -  FIRST
 KZ2206  ELLP ORDER  -  FOURTH    CLASS I
 KZ2206
 KZ2206.The horizontal coordinates were established by GPS observations
 KZ2206.and adjusted by the National Geodetic Survey in April 1998..
 KZ2206
 KZ2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2206
 KZ2206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2206
 KZ2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2206
 KZ2206.The ellipsoidal height was determined by GPS observations
 KZ2206.and is referenced to NAD 83.
 KZ2206
 KZ2206.The geoid height was determined by GEOID03.
 KZ2206
 KZ2206;                    North         East     Units Scale Factor Converg.
 KZ2206;SPC OH S     -   231,123.559   573,658.446   MT  1.00000988   -0 11 45.5
 KZ2206;UTM  17      - 4,438,366.932   345,777.498   MT  0.99989280   -1 09 53.6
 KZ2206
 KZ2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2206!SPC OH S     -   0.99995629  x   1.00000988  =   0.99996617
 KZ2206!UTM  17      -   0.99995629  x   0.99989280  =   0.99984909
 KZ2206
 KZ2206                          SUPERSEDED SURVEY CONTROL
 KZ2206
 KZ2206  ELLIP H (04/01/98)  278.63   (m)                       GP(       ) 4 1
 KZ2206  NAD 83(1986)-  40 04 53.28360(N)    082 48 31.81610(W) AD(       ) 1
 KZ2206  NGVD 29 (09/26/89)  313.1    (m)         1027.     (f) GPS OBS        
 KZ2206
 KZ2206.Superseded values are not recommended for survey control.
 KZ2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2206.See file dsdata.txt to determine how the superseded data were derived.
 KZ2206
 KZ2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4577738367(NAD 83)
 KZ2206_MARKER: DD = SURVEY DISK
 KZ2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2206_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2206+STABILITY: SURFACE MOTION
 KZ2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2206+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2206
 KZ2206  HISTORY     - Date     Condition        Report By
 KZ2206  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2206
 KZ2206                          STATION DESCRIPTION
 KZ2206
 KZ2206'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2206'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) NORTHEAST OF GAHANNA,
 KZ2206'IN THE VILLAGE OF NEW ALBANY, NEAR THE MIDDLE OF THE JUNCTION OF
 KZ2206'STATE ROUTES 161 (THE DUBLIN-GRANVILLE ROAD) AND 605 (THE NEW
 KZ2206'ALBANY-CONDIT ROAD).
 KZ2206'OWNERSHIP--STATE OF OHIO.
 KZ2206'
 KZ2206'THE STATION IS LOCATED IN THE VILLAGE OF NEW ALBANY NEAR THE MIDDLE
 KZ2206'OF THE JUNCTION OF STATE ROUTES 161 (THE DUBLIN-GRANVILLE ROAD) AND
 KZ2206'605 (THE NEW ALBANY-CONDIT ROAD) IN A CAST IRON BOX IN THE ROAD
 KZ2206'PAVING.
 KZ2206'
 KZ2206'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---RNA 161---, SET
 KZ2206'INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER RECESSED
 KZ2206'15.5 CM BELOW ROAD PAVING AND INSIDE A SQUARE CAST IRON BOX FLUSH
 KZ2206'WITH ROAD PAVING.  LOCATED 11.5 METERS (37.6 FT) EAST-NORTHEAST FROM
 KZ2206'THE NORTHEAST CORNER OF HOUSE NUMBER 51, 17.5 METERS (57.3 FT)
 KZ2206'SOUTH-SOUTHEAST FROM THE SOUTHEAST EDGE OF A WOOD POWER POLE AT THE
 KZ2206'NORTHWEST CORNER OF THE INTERSECTION, 7.2 METERS (23.7 FT) WEST FROM
 KZ2206'THE SOUTHWEST CORNER OF A ROUTE 605 SIGN POLE AT THE NORTHEAST
 KZ2206'CORNER OF THE INTERSECTION, 7.5 METERS (24.5 FT) WEST FROM THE
 KZ2206'SOUTHWEST CORNER OF A NORTH-SOUTH CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1605 ***********************************************************************
 JY1605  DESIGNATION -  FCGS 9918
 JY1605  PID         -  JY1605
 JY1605  STATE/COUNTY-  OH/FRANKLIN
 JY1605  USGS QUAD   -  REYNOLDSBURG (1994)
 JY1605
 JY1605                         *CURRENT SURVEY CONTROL
 JY1605  ___________________________________________________________________
 JY1605* NAD 83(1995)-  39 54 46.08032(N)    082 49 57.67068(W)     ADJUSTED  
 JY1605* NAVD 88     -       236.9    (meters)     777.     (feet)  VERTCON   
 JY1605  ___________________________________________________________________
 JY1605  X           -     611,244.764 (meters)                     COMP
 JY1605  Y           -  -4,860,799.842 (meters)                     COMP
 JY1605  Z           -   4,070,694.013 (meters)                     COMP
 JY1605  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 JY1605  ELLIP HEIGHT-         202.80  (meters)          (10/07/05) GPS OBS
 JY1605  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY1605
 JY1605  HORZ ORDER  -  FIRST
 JY1605  ELLP ORDER  -  FOURTH    CLASS I
 JY1605
 JY1605.The horizontal coordinates were established by GPS observations
 JY1605.and adjusted by the National Geodetic Survey in April 1998..
 JY1605
 JY1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1605
 JY1605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1605
 JY1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1605
 JY1605.The ellipsoidal height was determined by GPS observations
 JY1605.and is referenced to NAD 83.
 JY1605
 JY1605.The geoid height was determined by GEOID03.
 JY1605
 JY1605;                    North         East     Units Scale Factor Converg.
 JY1605;SPC OH S     -   212,403.313   571,555.209   MT  0.99997838   -0 12 39.9
 JY1605;UTM  17      - 4,419,686.640   343,358.862   MT  0.99990207   -1 10 34.1
 JY1605
 JY1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1605!SPC OH S     -   0.99996819  x   0.99997838  =   0.99994657
 JY1605!UTM  17      -   0.99996819  x   0.99990207  =   0.99987026
 JY1605
 JY1605                          SUPERSEDED SURVEY CONTROL
 JY1605
 JY1605  ELLIP H (04/01/98)  202.81   (m)                       GP(       ) 4 1
 JY1605  NAD 83(1986)-  39 54 46.08751(N)    082 49 57.67412(W) AD(       ) 1
 JY1605  NGVD 29 (09/26/89)  237.1    (m)          778.     (f) GPS OBS        
 JY1605
 JY1605.Superseded values are not recommended for survey control.
 JY1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1605.See file dsdata.txt to determine how the superseded data were derived.
 JY1605
 JY1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4335919687(NAD 83)
 JY1605_MARKER: DD = SURVEY DISK
 JY1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1605_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1605+STABILITY: SURFACE MOTION
 JY1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1605+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1987
 JY1605
 JY1605  HISTORY     - Date     Condition        Report By
 JY1605  HISTORY     - 1984     MONUMENTED       OH-049
 JY1605  HISTORY     - 19870531 GOOD
 JY1605
 JY1605                          STATION DESCRIPTION
 JY1605
 JY1605'DESCRIBED BY FRANKLIN COUNTY OHIO 1984
 JY1605'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI)
 JY1605'SOUTH OF BRICE,
 JY1605'4.8 KM (3.0 MI) SOUTH-SOUTHWEST OF REYNOLDSBURG,
 JY1605'4.8 KM (3.0 MI) NORTHEAST OF GROVEPORT, AND IN SOUTHEAST COLUMBUS.
 JY1605'OWNERSHIP--CITY OF COLUMBUS.
 JY1605'
 JY1605'TO REACH THE STATION FROM THE JUNCTION OF BRICE ROAD AND INTERSTATE
 JY1605'70 AT INTERCHANGE 110 IN THE EAST SECTION OF COLUMBUS, GO
 JY1605'SOUTH FOR 2.2 KM (1.35 MI) ON BRICE ROAD TO THE (T) JUNCTION OF
 JY1605'REFUGEE ROAD ON THE LEFT AND THE STATION IN A CAST IRON BOX IN THE
 JY1605'ROAD PAVING NEAR THE CENTER OF THE INTERSECTION.
 JY1605'
 JY1605'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---T12N R21W
 JY1605'S26 S25 T11N S1 S2 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 JY1605'MONUMENT 15 CM IN DIAMETER RECESSED 17.8 CM BELOW ROAD PAVING AND
 JY1605'AND INSIDE A SQUARE CAST IRON BOX FLUSH WITH ROAD PAVING.
 JY1605'LOCATED 5.8 METERS (18.9 FT) EAST FROM THE CENTER OF FRANKLIN COUNTY
 JY1605'BENCHMARK NUMBER 68, 2.7 METERS (8.8 FT) EAST FROM THE WEST EDGE OF
 JY1605'THE BRICE ROAD PAVING, 16.2 METERS (53.3 FT) WEST FROM THE EDGE A
 JY1605'STOP SIGN POLE AT THE NORTHEAST CORNER OF ROAD INTERSECTION, 13.2
 JY1605'METERS (43.2 FT) NORTH FROM THE EDGE OF A POWER POLE AT THE
 JY1605'SOUTHEAST CORNER OF ROAD INTERSECTION.
 JY1605
 JY1605                          STATION RECOVERY (1987)
 JY1605
 JY1605'RECOVERED 1987
 JY1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1606 ***********************************************************************
 JY1606  DESIGNATION -  FCGS 9922
 JY1606  PID         -  JY1606
 JY1606  STATE/COUNTY-  OH/FRANKLIN
 JY1606  USGS QUAD   -  LOCKBOURNE (1992)
 JY1606
 JY1606                         *CURRENT SURVEY CONTROL
 JY1606  ___________________________________________________________________
 JY1606* NAD 83(1995)-  39 49 38.30514(N)    082 52 42.61728(W)     ADJUSTED  
 JY1606* NAVD 88     -       225.9    (meters)     741.     (feet)  VERTCON   
 JY1606  ___________________________________________________________________
 JY1606  X           -     608,110.842 (meters)                     COMP
 JY1606  Y           -  -4,867,317.098 (meters)                     COMP
 JY1606  Z           -   4,063,401.253 (meters)                     COMP
 JY1606  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 JY1606  ELLIP HEIGHT-         191.80  (meters)          (10/07/05) GPS OBS
 JY1606  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY1606
 JY1606  HORZ ORDER  -  FIRST
 JY1606  ELLP ORDER  -  FOURTH    CLASS I
 JY1606
 JY1606.The horizontal coordinates were established by GPS observations
 JY1606.and adjusted by the National Geodetic Survey in April 1998..
 JY1606
 JY1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1606
 JY1606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1606
 JY1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1606
 JY1606.The ellipsoidal height was determined by GPS observations
 JY1606.and is referenced to NAD 83.
 JY1606
 JY1606.The geoid height was determined by GEOID03.
 JY1606
 JY1606;                    North         East     Units Scale Factor Converg.
 JY1606;SPC OH S     -   202,926.608   567,597.945   MT  0.99996573   -0 14 24.6
 JY1606;UTM  17      - 4,410,278.446   339,242.952   MT  0.99991816   -1 12 12.2
 JY1606
 JY1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1606!SPC OH S     -   0.99996991  x   0.99996573  =   0.99993564
 JY1606!UTM  17      -   0.99996991  x   0.99991816  =   0.99988807
 JY1606
 JY1606                          SUPERSEDED SURVEY CONTROL
 JY1606
 JY1606  ELLIP H (04/01/98)  191.81   (m)                       GP(       ) 4 1
 JY1606  NAD 83(1986)-  39 49 38.31179(N)    082 52 42.62119(W) AD(       ) 1
 JY1606  NGVD 29 (09/26/89)  226.1    (m)          742.     (f) GPS OBS        
 JY1606
 JY1606.Superseded values are not recommended for survey control.
 JY1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1606.See file dsdata.txt to determine how the superseded data were derived.
 JY1606
 JY1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3924310278(NAD 83)
 JY1606_MARKER: DD = SURVEY DISK
 JY1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1606+STABILITY: SURFACE MOTION
 JY1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1606+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1987
 JY1606
 JY1606  HISTORY     - Date     Condition        Report By
 JY1606  HISTORY     - 1985     MONUMENTED       OH-049
 JY1606  HISTORY     - 19870528 GOOD
 JY1606
 JY1606                          STATION DESCRIPTION
 JY1606
 JY1606'DESCRIBED BY FRANKLIN COUNTY OHIO 1985
 JY1606'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 JY1606'SOUTH-SOUTHEAST OF GROVEPORT,
 JY1606'3.2 KM (2.0 MI) NORTHEAST OF THE RICKENBACKER NATIONAL GUARD AIR
 JY1606'BASE,
 JY1606'5.6 KM (3.5 MI) WEST-SOUTHWEST OF CANAL WINCHESTER.
 JY1606'OWNERSHIP--FRANKLIN COUNTY.
 JY1606'
 JY1606'TO REACH THE STATION FROM THE INTERSECTION OF GROVEPORT ROAD AND
 JY1606'RICHARDSON ROAD IN GROVEPORT, GO SOUTH-SOUTHEAST FOR
 JY1606'2.7 KM (1.65 MI) ON RICHARDSON ROAD TO THE JUNCTION OF HAYES ROAD.
 JY1606'TURN RIGHT AND GO WEST FOR 0.8 KM (0.5 MI) ON HAYES ROAD TO THE
 JY1606'STATION IN A CAST IRON BOX IN THE ROAD PAVING IN FRONT OF HOUSE
 JY1606'NUMBER 4355 ON THE LEFT.
 JY1606'
 JY1606'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---T11N R21W S34
 JY1606'T10N R21W S4 S3 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 JY1606'MONUMENT 15 CM IN DIAMETER RECESSED 10.2 CM BELOW ROAD PAVING AND
 JY1606'INSIDE A SQUARE CAST IRON BOX FLUSH WITH ROAD PAVING.  LOCATED 17.7
 JY1606'METERS (58.1 FT) EAST-NORTHEAST FROM THE EDGE OF POWER POLE NUMBER
 JY1606'12, 16.9 METERS (55.4 FT) NORTH FROM THE EDGE OF A MAPLE TREE IN
 JY1606'THE YARD OF HOUSE NUMBER 4355, 2.7 METERS (8.7 FT) NORTH FROM THE
 JY1606'SOUTH EDGE OF HAYES ROAD, 8.9 METERS (29.2 FT) SOUTHEAST FROM THE
 JY1606'METAL MAILBOX POST OF HOUSE NUMBER 4355.
 JY1606
 JY1606                          STATION RECOVERY (1987)
 JY1606
 JY1606'RECOVERED 1987
 JY1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1607 ***********************************************************************
 JY1607  DESIGNATION -  FCGS 9925
 JY1607  PID         -  JY1607
 JY1607  STATE/COUNTY-  OH/FRANKLIN
 JY1607  USGS QUAD   -  CANAL WINCHESTER (1994)
 JY1607
 JY1607                         *CURRENT SURVEY CONTROL
 JY1607  ___________________________________________________________________
 JY1607* NAD 83(1995)-  39 49 22.73312(N)    082 48 10.71548(W)     ADJUSTED  
 JY1607* NAVD 88     -       260.3    (meters)     854.     (feet)  VERTCON   
 JY1607  ___________________________________________________________________
 JY1607  X           -     614,568.332 (meters)                     COMP
 JY1607  Y           -  -4,866,842.580 (meters)                     COMP
 JY1607  Z           -   4,063,054.377 (meters)                     COMP
 JY1607  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 JY1607  ELLIP HEIGHT-         226.13  (meters)          (10/07/05) GPS OBS
 JY1607  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY1607
 JY1607  HORZ ORDER  -  FIRST
 JY1607  ELLP ORDER  -  FOURTH    CLASS I
 JY1607
 JY1607.The horizontal coordinates were established by GPS observations
 JY1607.and adjusted by the National Geodetic Survey in April 1998..
 JY1607
 JY1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1607
 JY1607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1607
 JY1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1607
 JY1607.The ellipsoidal height was determined by GPS observations
 JY1607.and is referenced to NAD 83.
 JY1607
 JY1607.The geoid height was determined by GEOID03.
 JY1607
 JY1607;                    North         East     Units Scale Factor Converg.
 JY1607;SPC OH S     -   202,421.957   574,061.934   MT  0.99996515   -0 11 32.1
 JY1607;UTM  17      - 4,409,665.271   345,697.161   MT  0.99989313   -1 09 17.6
 JY1607
 JY1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1607!SPC OH S     -   0.99996453  x   0.99996515  =   0.99992968
 JY1607!UTM  17      -   0.99996453  x   0.99989313  =   0.99985766
 JY1607
 JY1607                          SUPERSEDED SURVEY CONTROL
 JY1607
 JY1607  ELLIP H (04/01/98)  226.15   (m)                       GP(       ) 4 1
 JY1607  NAD 83(1986)-  39 49 22.74018(N)    082 48 10.71856(W) AD(       ) 1
 JY1607  NGVD 29 (09/26/89)  260.5    (m)          855.     (f) GPS OBS        
 JY1607
 JY1607.Superseded values are not recommended for survey control.
 JY1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1607.See file dsdata.txt to determine how the superseded data were derived.
 JY1607
 JY1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4569709665(NAD 83)
 JY1607_MARKER: DD = SURVEY DISK
 JY1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1607_SP_SET: CONCRETE POST
 JY1607_STAMPING: T14 15N R20W S31 32 6 1985
 JY1607_MARK LOGO: OH-049
 JY1607_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1607+STABILITY: SURFACE MOTION
 JY1607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1607+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1991
 JY1607
 JY1607  HISTORY     - Date     Condition        Report By
 JY1607  HISTORY     - 1985     MONUMENTED       OH-049
 JY1607  HISTORY     - 1985     GOOD             OH-049
 JY1607  HISTORY     - 19870528 GOOD
 JY1607  HISTORY     - 19910906 GOOD             WOOLPT
 JY1607
 JY1607                          STATION DESCRIPTION
 JY1607
 JY1607'DESCRIBED BY FRANKLIN COUNTY OHIO 1985
 JY1607'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI)
 JY1607'NORTH-NORTHEAST OF LITHOPOLIS,
 JY1607'2.4 KM (1.5 MI) SOUTH-SOUTHEAST OF CANAL WINCHESTER,
 JY1607'7.2 KM (4.5 MI) EAST-SOUTHEAST OF GROVEPORT.
 JY1607'OWNERSHIP--TOWN OF CANAL WINCHESTER.
 JY1607'
 JY1607'TO REACH THE STATION FROM THE INTERSECTION OF LITHOPOLIS ROAD AND
 JY1607'WALNUT STREET IN LITHOPOLIS, GO NORTHEAST FOR
 JY1607'0.5 KM (0.3 MI) ON WALNUT STREET TO THE JUNCTION OF THE
 JY1607'LITHOPOLIS-WINCHESTER ROAD.
 JY1607'TURN LEFT AND GO NORTH FOR 1.8 KM (1.1 MI) ON THE
 JY1607'LITHOPOLIS-WINCHESTER ROAD TO ASHBROOK ROAD ON THE LEFT.
 JY1607'TURN LEFT AND GO WEST FOR 46 METERS (150 FT) ON ASHBROOK ROAD TO
 JY1607'THE STATION IN A CAST IRON BOX IN THE ROAD PAVING.
 JY1607'
 JY1607'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---T15N R20W S31
 JY1607'S32 T14N R20W S6 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 JY1607'MONUMENT 15 CM IN DIAMETER RECESSED 11.4 CM BELOW GROUND AND INSIDE
 JY1607'A SQUARE CAST IRON BOX FLUSH WITH ROAD PAVING.  LOCATED 27.6 METERS
 JY1607'(90.6 FT) EAST-SOUTHEAST FROM THE EDGE OF POWER POLE NUMBER 14845,
 JY1607'2.2 METERS (7.1 FT) NORTH FROM THE SOUTH EDGE OF ASHBROOK ROAD,
 JY1607'39.3 METERS (129.1 FT) WEST FROM A POWER POLE AT THE NORTHWEST
 JY1607'CORNER OF THE ROAD INTERSECTION, 9.7 METERS (31.8 FT)
 JY1607'EAST-SOUTHEAST FROM A MAILBOX POST AT THE EAST SIDE OF DRIVEWAY TO
 JY1607'A HOUSE AT THE NORTHWEST CORNER OF THE ROAD INTERSECTION.
 JY1607
 JY1607                          STATION RECOVERY (1985)
 JY1607
 JY1607'RECOVERY NOTE BY FRANKLIN COUNTY OHIO 1985
 JY1607'RECOVERED IN GOOD CONDITION.
 JY1607
 JY1607                          STATION RECOVERY (1987)
 JY1607
 JY1607'RECOVERED 1987
 JY1607'RECOVERED IN GOOD CONDITION.
 JY1607
 JY1607                          STATION RECOVERY (1991)
 JY1607
 JY1607'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JY1607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1608 ***********************************************************************
 JY1608  DESIGNATION -  FCGS 9930
 JY1608  PID         -  JY1608
 JY1608  STATE/COUNTY-  OH/FRANKLIN
 JY1608  USGS QUAD   -  LOCKBOURNE (1992)
 JY1608
 JY1608                         *CURRENT SURVEY CONTROL
 JY1608  ___________________________________________________________________
 JY1608* NAD 83(1995)-  39 49 50.21683(N)    082 56 40.37134(W)     ADJUSTED  
 JY1608* NAVD 88     -       226.8    (meters)     744.     (feet)  VERTCON   
 JY1608  ___________________________________________________________________
 JY1608  X           -     602,471.257 (meters)                     COMP
 JY1608  Y           -  -4,867,782.118 (meters)                     COMP
 JY1608  Z           -   4,063,684.100 (meters)                     COMP
 JY1608  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 JY1608  ELLIP HEIGHT-         192.90  (meters)          (10/07/05) GPS OBS
 JY1608  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JY1608
 JY1608  HORZ ORDER  -  FIRST
 JY1608  ELLP ORDER  -  FOURTH    CLASS I
 JY1608
 JY1608.The horizontal coordinates were established by GPS observations
 JY1608.and adjusted by the National Geodetic Survey in April 1998..
 JY1608
 JY1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1608
 JY1608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1608
 JY1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1608
 JY1608.The ellipsoidal height was determined by GPS observations
 JY1608.and is referenced to NAD 83.
 JY1608
 JY1608.The geoid height was determined by GEOID03.
 JY1608
 JY1608;                    North         East     Units Scale Factor Converg.
 JY1608;SPC OH S     -   203,319.738   561,946.176   MT  0.99996618   -0 16 55.5
 JY1608;UTM  17      - 4,410,766.537   333,598.798   MT  0.99994090   -1 14 44.9
 JY1608
 JY1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1608!SPC OH S     -   0.99996974  x   0.99996618  =   0.99993592
 JY1608!UTM  17      -   0.99996974  x   0.99994090  =   0.99991064
 JY1608
 JY1608                          SUPERSEDED SURVEY CONTROL
 JY1608
 JY1608  ELLIP H (04/01/98)  192.91   (m)                       GP(       ) 4 1
 JY1608  NAD 83(1986)-  39 49 50.22430(N)    082 56 40.37450(W) AD(       ) 1
 JY1608  NGVD 29 (09/26/89)  227.0    (m)          745.     (f) GPS OBS        
 JY1608
 JY1608.Superseded values are not recommended for survey control.
 JY1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1608.See file dsdata.txt to determine how the superseded data were derived.
 JY1608
 JY1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3359910767(NAD 83)
 JY1608_MARKER: DD = SURVEY DISK
 JY1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1608+STABILITY: SURFACE MOTION
 JY1608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1608+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1987
 JY1608
 JY1608  HISTORY     - Date     Condition        Report By
 JY1608  HISTORY     - 1985     MONUMENTED       OH-049
 JY1608  HISTORY     - 19870527 GOOD
 JY1608
 JY1608                          STATION DESCRIPTION
 JY1608
 JY1608'DESCRIBED BY FRANKLIN COUNTY OHIO 1985
 JY1608'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 JY1608'NORTHEAST OF LOCKBOURNE,
 JY1608'4.8 KM (3.0 MI) SOUTHWEST OF GROVEPORT,
 JY1608'AND AT THE NORTHWEST CORNER OF THE RICKENBACKER NATIONAL GUARD AIR
 JY1608'BASE.
 JY1608'OWNERSHIP--STATE OF OHIO.
 JY1608'
 JY1608'TO REACH THE STATION FROM THE INTERSECTION OF LOCKBOURNE ROAD AND
 JY1608'THE LONDON-GROVEPORT ROAD (STATE ROUTE 317) IN HAMILTON TOWNSHIP, GO
 JY1608'EAST FOR 2.4 KM (1.5 MI) ON THE LONDON-GROVEPORT ROAD (STATE ROUTE
 JY1608'317) TO SHOOK ROAD AND THE STATION IN A CAST IRON BOX IN THE ROAD
 JY1608'PAVING NEAR THE CENTER OF THE INTERSECTION.
 JY1608'
 JY1608'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---T4N R22W S36
 JY1608'1/4 T3N S1 1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JY1608'15 CM IN DIAMETER RECESSED 12 CM BELOW ROAD PAVING AND INSIDE A
 JY1608'SQUARE CAST IRON BOX FLUSH WITH ROAD PAVING.  LOCATED 12.6 METERS
 JY1608'(41.5 FT) SOUTHWEST FROM THE EDGE OF POWER POLE NUMBER 2140-4-110,
 JY1608'14.3 METERS (46.9 FT) SOUTHEAST FROM THE EDGE OF POWER POLE NUMBER
 JY1608'4-109, 23.8 METERS (78.2 FT) NORTHWEST FROM A CORNER FENCE POST.
 JY1608
 JY1608                          STATION RECOVERY (1987)
 JY1608
 JY1608'RECOVERED 1987
 JY1608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1609 ***********************************************************************
 JY1609  DESIGNATION -  FCGS 9931
 JY1609  PID         -  JY1609
 JY1609  STATE/COUNTY-  OH/FRANKLIN
 JY1609  USGS QUAD   -  CANAL WINCHESTER (1994)
 JY1609
 JY1609                         *CURRENT SURVEY CONTROL
 JY1609  ___________________________________________________________________
 JY1609* NAD 83(1995)-  39 49 26.41638(N)    082 49 17.44135(W)     ADJUSTED  
 JY1609* NAVD 88     -       234.6    (meters)     770.     (feet)  VERTCON   
 JY1609  ___________________________________________________________________
 JY1609  X           -     612,982.347 (meters)                     COMP
 JY1609  Y           -  -4,866,949.445 (meters)                     COMP
 JY1609  Z           -   4,063,125.231 (meters)                     COMP
 JY1609  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 JY1609  ELLIP HEIGHT-         200.53  (meters)          (10/07/05) GPS OBS
 JY1609  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY1609
 JY1609  HORZ ORDER  -  FIRST
 JY1609  ELLP ORDER  -  FOURTH    CLASS I
 JY1609
 JY1609.The horizontal coordinates were established by GPS observations
 JY1609.and adjusted by the National Geodetic Survey in April 1998..
 JY1609
 JY1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1609
 JY1609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1609
 JY1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1609
 JY1609.The ellipsoidal height was determined by GPS observations
 JY1609.and is referenced to NAD 83.
 JY1609
 JY1609.The geoid height was determined by GEOID03.
 JY1609
 JY1609;                    North         East     Units Scale Factor Converg.
 JY1609;SPC OH S     -   202,541.038   572,475.552   MT  0.99996529   -0 12 14.4
 JY1609;UTM  17      - 4,409,810.980   344,113.113   MT  0.99989917   -1 10 00.4
 JY1609
 JY1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1609!SPC OH S     -   0.99996854  x   0.99996529  =   0.99993383
 JY1609!UTM  17      -   0.99996854  x   0.99989917  =   0.99986771
 JY1609
 JY1609                          SUPERSEDED SURVEY CONTROL
 JY1609
 JY1609  ELLIP H (04/01/98)  200.54   (m)                       GP(       ) 4 1
 JY1609  NAD 83(1986)-  39 49 26.42331(N)    082 49 17.44451(W) AD(       ) 1
 JY1609  NGVD 29 (09/26/89)  234.8    (m)          770.     (f) GPS OBS        
 JY1609
 JY1609.Superseded values are not recommended for survey control.
 JY1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1609.See file dsdata.txt to determine how the superseded data were derived.
 JY1609
 JY1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4411309811(NAD 83)
 JY1609_MARKER: DD = SURVEY DISK
 JY1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1609_SP_SET: CONCRETE POST
 JY1609_STAMPING: T10 11 14 15N R20 21W SEC COR
 JY1609_MARK LOGO: OH-049
 JY1609_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1609+STABILITY: SURFACE MOTION
 JY1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1609+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1991
 JY1609
 JY1609  HISTORY     - Date     Condition        Report By
 JY1609  HISTORY     - 1985     MONUMENTED       OH-049
 JY1609  HISTORY     - 1985     GOOD             OH-049
 JY1609  HISTORY     - 19870528 GOOD
 JY1609  HISTORY     - 19910910 GOOD             WOOLPT
 JY1609
 JY1609                          STATION DESCRIPTION
 JY1609
 JY1609'DESCRIBED BY FRANKLIN COUNTY OHIO 1985
 JY1609'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 JY1609'SOUTH-SOUTHWEST OF CANAL WINCHESTER,
 JY1609'2.4 KM (1.5 MI) NORTH-NORTHWEST OF LITHOPOLIS,
 JY1609'5.6 KM (3.5 MI) SOUTHEAST OF GROVEPORT.
 JY1609'OWNERSHIP--STATE OF OHIO.
 JY1609'
 JY1609'TO REACH THE STATION FROM THE INTERSECTION OF LITHOPOLIS ROAD AND
 JY1609'SMITH ROAD IN LITHOPOLIS, GO NORTHWEST FOR 1.4 KM (0.9 MI) ON
 JY1609'LITHOPOLIS ROAD TO THE JUNCTION OF WINCHESTER SOUTH ROAD.
 JY1609'TURN RIGHT AND GO NORTH FOR 0.9 KM (0.55 MI) ON WINCHESTER SOUTH
 JY1609'ROAD TO THE STATION IN A CAST IRON BOX IN THE ROAD PAVING AT THE
 JY1609'FRANKLIN COUNTY-FAIRFIELD COUNTY LINE.
 JY1609'
 JY1609'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---T11N R21W S36
 JY1609'T15N R20W S31 T10N S1 T14N S6 1985---, SET INTO THE TOP OF A ROUND
 JY1609'CONCRETE MONUMENT 15 CM IN DIAMETER RECESSED 15 CM BELOW ROAD
 JY1609'PAVING AND INSIDE A SQUARE CAST IRON BOX FLUSH WITH ROAD PAVING.
 JY1609'LOCATED 7.7 METERS (25.1 FT) EAST-NORTHEAST FROM A FENCE POST AT AN
 JY1609'ANGLE POINT IN THE WIRE FENCE LINE, 4.6 METERS (15.0 FT) EAST FROM
 JY1609'THE WEST EDGE OF WINCHESTER SOUTH ROAD, 2.1 METERS (7.0 FT) WEST
 JY1609'FROM THE EAST EDGE OF ROAD PAVING, 3.5 METERS (11.4 FT) WEST FROM
 JY1609'THE WEST EDGE OF A COUNTY SIGN POST.
 JY1609
 JY1609                          STATION RECOVERY (1985)
 JY1609
 JY1609'RECOVERY NOTE BY FRANKLIN COUNTY OHIO 1985
 JY1609'RECOVERED IN GOOD CONDITION.
 JY1609
 JY1609                          STATION RECOVERY (1987)
 JY1609
 JY1609'RECOVERED 1987
 JY1609'RECOVERED IN GOOD CONDITION.
 JY1609
 JY1609                          STATION RECOVERY (1991)
 JY1609
 JY1609'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JY1609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1610 ***********************************************************************
 JY1610  DESIGNATION -  FCGS 9932
 JY1610  PID         -  JY1610
 JY1610  STATE/COUNTY-  OH/FRANKLIN
 JY1610  USGS QUAD   -  CANAL WINCHESTER (1994)
 JY1610
 JY1610                         *CURRENT SURVEY CONTROL
 JY1610  ___________________________________________________________________
 JY1610* NAD 83(1995)-  39 52 01.77771(N)    082 47 54.26605(W)     ADJUSTED  
 JY1610* NAVD 88     -       236.3    (meters)     775.     (feet)  VERTCON   
 JY1610  ___________________________________________________________________
 JY1610  X           -     614,560.137 (meters)                     COMP
 JY1610  Y           -  -4,863,657.069 (meters)                     COMP
 JY1610  Z           -   4,066,805.283 (meters)                     COMP
 JY1610  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 JY1610  ELLIP HEIGHT-         202.11  (meters)          (10/07/05) GPS OBS
 JY1610  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JY1610
 JY1610  HORZ ORDER  -  FIRST
 JY1610  ELLP ORDER  -  FOURTH    CLASS I
 JY1610
 JY1610.The horizontal coordinates were established by GPS observations
 JY1610.and adjusted by the National Geodetic Survey in April 1998..
 JY1610
 JY1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1610
 JY1610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1610
 JY1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1610
 JY1610.The ellipsoidal height was determined by GPS observations
 JY1610.and is referenced to NAD 83.
 JY1610
 JY1610.The geoid height was determined by GEOID03.
 JY1610
 JY1610;                    North         East     Units Scale Factor Converg.
 JY1610;SPC OH S     -   207,325.745   574,469.323   MT  0.99997135   -0 11 21.6
 JY1610;UTM  17      - 4,414,561.146   346,186.885   MT  0.99989126   -1 09 10.9
 JY1610
 JY1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1610!SPC OH S     -   0.99996829  x   0.99997135  =   0.99993964
 JY1610!UTM  17      -   0.99996829  x   0.99989126  =   0.99985956
 JY1610
 JY1610                          SUPERSEDED SURVEY CONTROL
 JY1610
 JY1610  ELLIP H (04/01/98)  202.13   (m)                       GP(       ) 4 1
 JY1610  NAD 83(1986)-  39 52 01.78446(N)    082 47 54.26982(W) AD(       ) 1
 JY1610  NGVD 29 (09/26/89)  236.5    (m)          776.     (f) GPS OBS        
 JY1610
 JY1610.Superseded values are not recommended for survey control.
 JY1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1610.See file dsdata.txt to determine how the superseded data were derived.
 JY1610
 JY1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4618714561(NAD 83)
 JY1610_MARKER: DD = SURVEY DISK
 JY1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1610_SP_SET: CONCRETE POST
 JY1610_STAMPING: T15N R20W S17 18 19 20 1985
 JY1610_MARK LOGO: OH-049
 JY1610_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1610+STABILITY: SURFACE MOTION
 JY1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1610+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1991
 JY1610
 JY1610  HISTORY     - Date     Condition        Report By
 JY1610  HISTORY     - 1985     MONUMENTED       OH-049
 JY1610  HISTORY     - 1985     GOOD             OH-049
 JY1610  HISTORY     - 19870531 GOOD
 JY1610  HISTORY     - 19910906 GOOD             WOOLPT
 JY1610
 JY1610                          STATION DESCRIPTION
 JY1610
 JY1610'DESCRIBED BY FRANKLIN COUNTY OHIO 1985
 JY1610'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 JY1610'NORTH-NORTHEAST OF CANAL WINCHESTER,
 JY1610'2.4 KM (1.5 MI) NORTHEAST OF THE GENDER ROAD EXIT ON U.S. ROUTE 33,
 JY1610'3.2 KM (2.0 MI) SOUTHWEST OF PICKERINGTON.
 JY1610'OWNERSHIP--MADISON TOWNSHIP.
 JY1610'
 JY1610'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROUTE 219 AND
 JY1610'U.S. ROUTE 33 IN CANAL WINCHESTER, GO NORTH FOR
 JY1610'1.7 KM (1.05 MI) ON COUNTY ROUTE 219 (WHICH TURNS INTO BOWEN ROAD)
 JY1610'TO THE (T) JUNCTION OF LEHMAN ROAD AND THE STATION IN A CAST IRON
 JY1610'BOX FLUSH WITH THE ROAD PAVING NEAR THE CENTER OF THE (T) ROAD
 JY1610'JUNCTION.
 JY1610'
 JY1610'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---T15N R20W S18
 JY1610'S17 S19 S20 1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JY1610'15 CM IN DIAMETER RECESSED 12 CM BELOW ROAD PAVING AND INSIDE A
 JY1610'SQUARE CAST IRON BOX FLUSH WITH ROAD PAVING.  LOCATED 21.1 METERS
 JY1610'(69.3 FT) EAST FROM A POWER POLE AT THE SOUTHWEST INTERSECTION OF
 JY1610'THE ROADS, 18.7 METERS (61.5 FT) SOUTH FROM THE EDGE OF A 30 INCH
 JY1610'DIAMETER ELM TREE, 5.3 METERS (17.3 FT) NORTHWEST FROM A METAL
 JY1610'STREET SIGN POLE, 4.8 METERS (15.9 FT) WEST-NORTHWEST FROM A WOOD
 JY1610'POWER POLE ON THE EAST SIDE OF BOWEN ROAD.
 JY1610
 JY1610                          STATION RECOVERY (1985)
 JY1610
 JY1610'RECOVERY NOTE BY FRANKLIN COUNTY OHIO 1985
 JY1610'RECOVERED IN GOOD CONDITION.
 JY1610
 JY1610                          STATION RECOVERY (1987)
 JY1610
 JY1610'RECOVERED 1987
 JY1610'RECOVERED IN GOOD CONDITION.
 JY1610
 JY1610                          STATION RECOVERY (1991)
 JY1610
 JY1610'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JY1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1611 ***********************************************************************
 JY1611  DESIGNATION -  FCGS 9936
 JY1611  PID         -  JY1611
 JY1611  STATE/COUNTY-  OH/FRANKLIN
 JY1611  USGS QUAD   -  CANAL WINCHESTER (1994)
 JY1611
 JY1611                         *CURRENT SURVEY CONTROL
 JY1611  ___________________________________________________________________
 JY1611* NAD 83(1995)-  39 52 10.30281(N)    082 50 11.60584(W)     ADJUSTED  
 JY1611* NAVD 88     -       231.5    (meters)     760.     (feet)  VERTCON   
 JY1611  ___________________________________________________________________
 JY1611  X           -     611,300.105 (meters)                     COMP
 JY1611  Y           -  -4,863,894.367 (meters)                     COMP
 JY1611  Z           -   4,067,004.076 (meters)                     COMP
 JY1611  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 JY1611  ELLIP HEIGHT-         197.40  (meters)          (10/07/05) GPS OBS
 JY1611  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JY1611
 JY1611  HORZ ORDER  -  FIRST
 JY1611  ELLP ORDER  -  FOURTH    CLASS I
 JY1611
 JY1611.The horizontal coordinates were established by GPS observations
 JY1611.and adjusted by the National Geodetic Survey in April 1998..
 JY1611
 JY1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1611
 JY1611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1611
 JY1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1611
 JY1611.The ellipsoidal height was determined by GPS observations
 JY1611.and is referenced to NAD 83.
 JY1611
 JY1611.The geoid height was determined by GEOID03.
 JY1611
 JY1611;                    North         East     Units Scale Factor Converg.
 JY1611;SPC OH S     -   207,600.145   571,206.342   MT  0.99997170   -0 12 48.8
 JY1611;UTM  17      - 4,414,890.371   342,929.223   MT  0.99990373   -1 10 39.2
 JY1611
 JY1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1611!SPC OH S     -   0.99996903  x   0.99997170  =   0.99994073
 JY1611!UTM  17      -   0.99996903  x   0.99990373  =   0.99987277
 JY1611
 JY1611                          SUPERSEDED SURVEY CONTROL
 JY1611
 JY1611  ELLIP H (04/01/98)  197.42   (m)                       GP(       ) 4 1
 JY1611  NAD 83(1986)-  39 52 10.30977(N)    082 50 11.60945(W) AD(       ) 1
 JY1611  NGVD 29 (09/26/89)  231.6    (m)          760.     (f) GPS OBS        
 JY1611
 JY1611.Superseded values are not recommended for survey control.
 JY1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1611.See file dsdata.txt to determine how the superseded data were derived.
 JY1611
 JY1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4292914890(NAD 83)
 JY1611_MARKER: DD = SURVEY DISK
 JY1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1611_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1611+STABILITY: SURFACE MOTION
 JY1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1611+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1987
 JY1611
 JY1611  HISTORY     - Date     Condition        Report By
 JY1611  HISTORY     - 1985     MONUMENTED       OH-049
 JY1611  HISTORY     - 19870531 GOOD
 JY1611
 JY1611                          STATION DESCRIPTION
 JY1611
 JY1611'DESCRIBED BY FRANKLIN COUNTY OHIO 1985
 JY1611'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 JY1611'NORTHWEST OF CANAL WINCHESTER,
 JY1611'4.0 KM (2.5 MI) NORTHEAST OF GROVEPORT,
 JY1611'1.6 KM (1.0 MI) NORTHWEST OF THE GENDER ROAD EXIT ON U.S. ROUTE 33.
 JY1611'OWNERSHIP--FRANKLIN COUNTY.
 JY1611'
 JY1611'TO REACH THE STATION FROM THE GENDER ROAD EXIT ON U.S. ROUTE 33 IN
 JY1611'CANAL WINCHESTER, GO NORTH FOR 0.4 KM (0.25 MI) ON GENDER ROAD TO
 JY1611'WINCHESTER PIKE (COUNTY ROUTE 376).
 JY1611'TURN LEFT AND GO NORTHWEST FOR 1.1 KM (0.7 MI) ON WINCHESTER PIKE
 JY1611'TO BIXBY ROAD ON THE LEFT.
 JY1611'TURN LEFT AND GO WEST FOR 120 METERS (400 FT) ON BIXBY ROAD TO THE
 JY1611'STATION IN A CAST IRON BOX IN THE ROAD PAVING JUST PAST HOUSE
 JY1611'NUMBER 6245 ON THE LEFT.
 JY1611'
 JY1611'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---T11N R21W S14
 JY1611'S13 S23 S24 1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JY1611'15 CM IN DIAMETER RECESSED 12 CM BELOW ROAD PAVING AND INSIDE A
 JY1611'SQUARE CAST IRON BOX FLUSH WITH ROAD PAVING.  LOCATED 4.5 METERS
 JY1611'(14.7 FT) NORTH FROM A POWER POLE ON THE SOUTH SIDE OF BIXBY ROAD,
 JY1611'13.6 METERS (44.5 FT) WEST-NORTHWEST FROM THE CURB JOINT AT
 JY1611'THE DRIVEWAY ENTRANCE TO HOUSE NUMBER 6245, 14.3 METERS (46.8 FT)
 JY1611'NORTHWEST FROM THE NORTH END OF THE WEST BRICK WALL AT THE DRIVEWAY
 JY1611'ENTRANCE TO HOUSE NUMBER 6245, 2.9 METERS (9.5 FT) SOUTH FROM THE
 JY1611'NORTH EDGE OF THE BIXBY ROAD PAVING.
 JY1611
 JY1611                          STATION RECOVERY (1987)
 JY1611
 JY1611'RECOVERED 1987
 JY1611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1612 ***********************************************************************
 JY1612  DESIGNATION -  FCGS 9938
 JY1612  PID         -  JY1612
 JY1612  STATE/COUNTY-  OH/FRANKLIN
 JY1612  USGS QUAD   -  REYNOLDSBURG (1994)
 JY1612
 JY1612                         *CURRENT SURVEY CONTROL
 JY1612  ___________________________________________________________________
 JY1612* NAD 83(1995)-  39 54 38.81957(N)    082 47 39.61915(W)     ADJUSTED  
 JY1612* NAVD 88     -       245.9    (meters)     807.     (feet)  VERTCON   
 JY1612  ___________________________________________________________________
 JY1612  X           -     614,516.805 (meters)                     COMP
 JY1612  Y           -  -4,860,538.983 (meters)                     COMP
 JY1612  Z           -   4,070,527.955 (meters)                     COMP
 JY1612  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 JY1612  ELLIP HEIGHT-         211.71  (meters)          (10/07/05) GPS OBS
 JY1612  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY1612
 JY1612  HORZ ORDER  -  FIRST
 JY1612  ELLP ORDER  -  FOURTH    CLASS I
 JY1612
 JY1612.The horizontal coordinates were established by GPS observations
 JY1612.and adjusted by the National Geodetic Survey in April 1998..
 JY1612
 JY1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1612
 JY1612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1612
 JY1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1612
 JY1612.The ellipsoidal height was determined by GPS observations
 JY1612.and is referenced to NAD 83.
 JY1612
 JY1612.The geoid height was determined by GEOID03.
 JY1612
 JY1612;                    North         East     Units Scale Factor Converg.
 JY1612;SPC OH S     -   212,167.996   574,833.203   MT  0.99997805   -0 11 12.3
 JY1612;UTM  17      - 4,419,396.181   346,632.159   MT  0.99988958   -1 09 05.3
 JY1612
 JY1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1612!SPC OH S     -   0.99996679  x   0.99997805  =   0.99994484
 JY1612!UTM  17      -   0.99996679  x   0.99988958  =   0.99985637
 JY1612
 JY1612                          SUPERSEDED SURVEY CONTROL
 JY1612
 JY1612  ELLIP H (04/01/98)  211.72   (m)                       GP(       ) 4 1
 JY1612  NAD 83(1986)-  39 54 38.82689(N)    082 47 39.62250(W) AD(       ) 1
 JY1612  NGVD 29 (09/26/89)  246.0    (m)          807.     (f) GPS OBS        
 JY1612
 JY1612.Superseded values are not recommended for survey control.
 JY1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1612.See file dsdata.txt to determine how the superseded data were derived.
 JY1612
 JY1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4663219396(NAD 83)
 JY1612_MARKER: DD = SURVEY DISK
 JY1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1612_SP_SET: CONCRETE POST
 JY1612_STAMPING: T15 16N R20W S29 30 5 6 1985
 JY1612_MARK LOGO: OH-049
 JY1612_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1612+STABILITY: SURFACE MOTION
 JY1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1612+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1991
 JY1612
 JY1612  HISTORY     - Date     Condition        Report By
 JY1612  HISTORY     - 1985     MONUMENTED       OH-049
 JY1612  HISTORY     - 1985     GOOD             OH-049
 JY1612  HISTORY     - 19870531 GOOD
 JY1612  HISTORY     - 19910906 GOOD             WOOLPT
 JY1612
 JY1612                          STATION DESCRIPTION
 JY1612
 JY1612'DESCRIBED BY FRANKLIN COUNTY OHIO 1985
 JY1612'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 JY1612'NORTH OF CANAL WINCHESTER,
 JY1612'4.8 KM (3.0 MI) SOUTH-SOUTHEAST OF REYNOLDSBURG,
 JY1612'5.6 KM (3.5 MI) EAST-SOUTHEAST OF THE INTERSECTION OF INTERSTATES
 JY1612'70 AND 270 IN SOUTHEAST COLUMBUS.
 JY1612'OWNERSHIP--FRANKLIN COUNTY.
 JY1612'
 JY1612'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70 AND
 JY1612'ROUTE 256 AT INTERCHANGE 112 IN SOUTHWEST REYNOLDSBURG, GO
 JY1612'SOUTH-SOUTHEAST FOR 2.9 KM (1.8 MI) ON ROUTE 256 (THE
 JY1612'BALTIMORE-REYNOLDSBURG ROAD) TO THE JUNCTION OF REFUGEE ROAD.
 JY1612'TURN RIGHT AND GO WEST FOR 1.3 KM (0.8 MI) ON REFUGEE ROAD TO THE
 JY1612'STATION IN A CAST IRON BOX IN THE CENTER OF THE ROAD PAVING AT THE
 JY1612'FRANKLIN COUNTY-FAIRFIELD COUNTY LINE.
 JY1612'
 JY1612'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---T16N R20W S30
 JY1612'S29 T15N S6 S5 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 JY1612'MONUMENT 15 CM IN DIAMETER RECESSED 13.3 CM BELOW ROAD PAVING AND
 JY1612'INSIDE A SQUARE CAST IRON BOX FLUSH WITH ROAD PAVING.  LOCATED 7.3
 JY1612'METERS (24.0 FT) SOUTH FROM A CORNER FENCE POST ON THE NORTH SIDE
 JY1612'OF REFUGEE ROAD, 11.0 METERS (36.0 FT) EAST-NORTHEAST FROM A POWER
 JY1612'POLE ON THE SOUTH SIDE OF THE ROAD, 9.0 METERS (29.4 FT)
 JY1612'WEST-SOUTHWEST FROM A METAL POLE FOR SIGN MARKED--SCHOOL BUS STOP
 JY1612'AHEAD--, 4.7 METERS (15.4 FT) SOUTH FROM THE SOUTH METAL POLE OF A
 JY1612'SIGN MARKED--FRANKLIN COUNTY--.
 JY1612
 JY1612                          STATION RECOVERY (1985)
 JY1612
 JY1612'RECOVERY NOTE BY FRANKLIN COUNTY OHIO 1985
 JY1612'RECOVERED IN GOOD CONDITION.
 JY1612
 JY1612                          STATION RECOVERY (1987)
 JY1612
 JY1612'RECOVERED 1987
 JY1612'RECOVERED IN GOOD CONDITION.
 JY1612
 JY1612                          STATION RECOVERY (1991)
 JY1612
 JY1612'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JY1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1613 ***********************************************************************
 JY1613  DESIGNATION -  FCGS 9956
 JY1613  PID         -  JY1613
 JY1613  STATE/COUNTY-  OH/FRANKLIN
 JY1613  USGS QUAD   -  CANAL WINCHESTER (1994)
 JY1613
 JY1613                         *CURRENT SURVEY CONTROL
 JY1613  ___________________________________________________________________
 JY1613* NAD 83(1995)-  39 47 47.34565(N)    082 51 09.29823(W)     ADJUSTED  
 JY1613* NAVD 88     -       236.6    (meters)     776.     (feet)  VERTCON   
 JY1613  ___________________________________________________________________
 JY1613  X           -     610,586.528 (meters)                     COMP
 JY1613  Y           -  -4,869,223.821 (meters)                     COMP
 JY1613  Z           -   4,060,779.265 (meters)                     COMP
 JY1613  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 JY1613  ELLIP HEIGHT-         202.52  (meters)          (10/07/05) GPS OBS
 JY1613  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY1613
 JY1613  HORZ ORDER  -  FIRST
 JY1613  ELLP ORDER  -  FOURTH    CLASS I
 JY1613
 JY1613.The horizontal coordinates were established by GPS observations
 JY1613.and adjusted by the National Geodetic Survey in April 1998..
 JY1613
 JY1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1613
 JY1613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1613
 JY1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1613
 JY1613.The ellipsoidal height was determined by GPS observations
 JY1613.and is referenced to NAD 83.
 JY1613
 JY1613.The geoid height was determined by GEOID03.
 JY1613
 JY1613;                    North         East     Units Scale Factor Converg.
 JY1613;SPC OH S     -   199,495.568   569,803.630   MT  0.99996172   -0 13 25.4
 JY1613;UTM  17      - 4,406,811.002   341,390.569   MT  0.99990972   -1 11 09.7
 JY1613
 JY1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1613!SPC OH S     -   0.99996823  x   0.99996172  =   0.99992995
 JY1613!UTM  17      -   0.99996823  x   0.99990972  =   0.99987795
 JY1613
 JY1613                          SUPERSEDED SURVEY CONTROL
 JY1613
 JY1613  ELLIP H (04/01/98)  202.53   (m)                       GP(       ) 4 1
 JY1613  NAD 83(1986)-  39 47 47.35185(N)    082 51 09.30128(W) AD(       ) 1
 JY1613  NGVD 29 (09/26/89)  236.8    (m)          777.     (f) GPS OBS        
 JY1613
 JY1613.Superseded values are not recommended for survey control.
 JY1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1613.See file dsdata.txt to determine how the superseded data were derived.
 JY1613
 JY1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4139106811(NAD 83)
 JY1613_MARKER: DD = SURVEY DISK
 JY1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1613_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1613+STABILITY: SURFACE MOTION
 JY1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1613+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1987
 JY1613
 JY1613  HISTORY     - Date     Condition        Report By
 JY1613  HISTORY     - 1985     MONUMENTED       OH-049
 JY1613  HISTORY     - 19870527 GOOD
 JY1613
 JY1613                          STATION DESCRIPTION
 JY1613
 JY1613'DESCRIBED BY FRANKLIN COUNTY OHIO 1985
 JY1613'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 JY1613'WEST-SOUTHWEST OF LITHOPOLIS,
 JY1613'6.4 KM (4.0 MI) SOUTHEAST OF GROVEPORT,
 JY1613'5.6 KM (3.5 MI) SOUTHWEST OF CANAL WINCHESTER.
 JY1613'OWNERSHIP--FRANKLIN COUNTY.
 JY1613'
 JY1613'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROUTE 674 AND
 JY1613'ELDER ROAD IN LITHOPOLIS, GO WEST FOR 1.6 KM (1.0 MI) ON ELDER ROAD
 JY1613'TO THE JUNCTION OF OREGON ROAD.
 JY1613'TURN LEFT AND GO SOUTHWEST FOR 1.0 KM (0.6 MI) ON OREGON ROAD TO
 JY1613'THE STATION ON THE LEFT IN THE PAVED INTERSECTION OF OREGON ROAD,
 JY1613'WINCHESTER ROAD, AND THE LONDON-LANCASTER ROAD.
 JY1613'
 JY1613'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---T10N R21W 1/4
 JY1613'S11 S14 1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15
 JY1613'CM IN DIAMETER RECESSED 11.5 CM BELOW ROAD PAVING AND INSIDE A
 JY1613'SQUARE CAST IRON BOX FLUSH WITH ROAD PAVING.  LOCATED 15.5 METERS
 JY1613'(51.0 FT) EAST-SOUTHEAST FROM THE SOUTHEAST EDGE OF A WOOD POWER
 JY1613'POLE AT THE NORTHWEST INTERSECTION, 12.6 METERS (41.2 FT)
 JY1613'SOUTH-SOUTHEAST FROM A METAL STREET SIGN POLE, 10.3 METERS (33.8
 JY1613'FT) NORTHWEST FROM THE EDGE OF A 16 INCH DIAMETER HICKORY TREE,
 JY1613'19.0 METERS (62.2 FT) EAST-NORTHEAST FROM THE EDGE OF A METAL
 JY1613'GUARDRAIL.
 JY1613
 JY1613                          STATION RECOVERY (1987)
 JY1613
 JY1613'RECOVERED 1987
 JY1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1771 ***********************************************************************
 JY1771  DESIGNATION -  FEDERAL
 JY1771  PID         -  JY1771
 JY1771  STATE/COUNTY-  OH/GREENE
 JY1771  USGS QUAD   -  CEDARVILLE (1987)
 JY1771
 JY1771                         *CURRENT SURVEY CONTROL
 JY1771  ___________________________________________________________________
 JY1771* NAD 83(1995)-  39 43 10.13511(N)    083 46 38.11071(W)     ADJUSTED  
 JY1771* NAVD 88     -       326.1    (meters)    1070.     (feet)  GPS OBS   
 JY1771  ___________________________________________________________________
 JY1771  X           -     532,528.531 (meters)                     COMP
 JY1771  Y           -  -4,883,948.414 (meters)                     COMP
 JY1771  Z           -   4,054,264.410 (meters)                     COMP
 JY1771  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 JY1771  ELLIP HEIGHT-         293.14  (meters)          (10/07/05) GPS OBS
 JY1771  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JY1771
 JY1771  HORZ ORDER  -  FIRST
 JY1771  ELLP ORDER  -  FOURTH    CLASS I
 JY1771
 JY1771.The horizontal coordinates were established by GPS observations
 JY1771.and adjusted by the National Geodetic Survey in April 1998..
 JY1771
 JY1771.The orthometric height was determined by GPS observations and a
 JY1771.high-resolution geoid model.
 JY1771
 JY1771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1771
 JY1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1771
 JY1771.The ellipsoidal height was determined by GPS observations
 JY1771.and is referenced to NAD 83.
 JY1771
 JY1771.The geoid height was determined by GEOID03.
 JY1771
 JY1771;                    North         East     Units Scale Factor Converg.
 JY1771;SPC OH S     -   191,661.833   490,494.244   MT  0.99995297   -0 48 37.6
 JY1771;UTM  17      - 4,400,311.625   261,950.025   MT  1.00029772   -1 46 32.1
 JY1771
 JY1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1771!SPC OH S     -   0.99995401  x   0.99995297  =   0.99990699
 JY1771!UTM  17      -   0.99995401  x   1.00029772  =   1.00025172
 JY1771
 JY1771:                Primary Azimuth Mark                     Grid Az
 JY1771:SPC OH S     -  FEDERAL AZ MK                            290 10 32.4
 JY1771:UTM  17      -  FEDERAL AZ MK                            291 08 26.9
 JY1771
 JY1771|---------------------------------------------------------------------|
 JY1771| PID    Reference Object                     Distance      Geod. Az  |
 JY1771|                                                           dddmmss.s |
 JY1771| JY1772 FEDERAL AZ MK                       APPROX. 0.5 KM 2892154.8 |
 JY1771|---------------------------------------------------------------------|
 JY1771
 JY1771                          SUPERSEDED SURVEY CONTROL
 JY1771
 JY1771  ELLIP H (04/01/98)  293.20   (m)                       GP(       ) 4 1
 JY1771  NAD 83(1986)-  39 43 10.14112(N)    083 46 38.11825(W) AD(       ) 1
 JY1771
 JY1771.Superseded values are not recommended for survey control.
 JY1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1771.See file dsdata.txt to determine how the superseded data were derived.
 JY1771
 JY1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6195000312(NAD 83)
 JY1771_MARKER: DD = SURVEY DISK
 JY1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1771_SP_SET: CONCRETE POST
 JY1771_STAMPING: FEDERAL
 JY1771_MARK LOGO: OH-057
 JY1771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1771+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JY1771
 JY1771  HISTORY     - Date     Condition        Report By
 JY1771  HISTORY     - 1992     MONUMENTED       GRWAS
 JY1771
 JY1771                          STATION DESCRIPTION
 JY1771
 JY1771'DESCRIBED BY GRW AERIAL SURVEY 1992
 JY1771'FROM THE JUNCTION OF STATE ROUTE 72 AND U.S. ROUTE 35 IN JAMESTOWN. GO
 JY1771'NORTH ON STATE ROUTS 72 APPROX. 5.2 MI (8.37 KM) TO A CURVE TO THE
 JY1771'LEFT AND THE STATION ON THE RIGHT.
 JY1771'STATION IS LOCATED ON THE NORTHEAST SIDE OF STATE ROUTE 72 APPROX.
 JY1771'0.12 MI (0.19 KM) NORTHWEST OF THE JUNCTION OF COUNTY C-22 (FEDERAL
 JY1771'ROAD), 4 FT (1.22 M) NORTHWEST OF A WOOD CORNER POST, 31.3 FT
 JY1771'(9.54 M) NORTH-NORTHEAST OF THE CENTERLINE OF STATE ROUTE 72 AT A
 JY1771'CURVE TO THE LEFT, 55.9 FT (17.04 M) NORTHWEST OF AN ELECTRIC POLE,
 JY1771'AND 27 FT (8.23 M) NORTHWEST OF THE CENTERLINE OF A GRAVEL DRIVE.
 JY1771'MONUMENT IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1772 ***********************************************************************
 JY1772  DESIGNATION -  FEDERAL AZ MK
 JY1772  PID         -  JY1772
 JY1772  STATE/COUNTY-  OH/GREENE
 JY1772  USGS QUAD   -  CEDARVILLE (1987)
 JY1772
 JY1772                         *CURRENT SURVEY CONTROL
 JY1772  ___________________________________________________________________
 JY1772* NAD 83(1995)-  39 43 15.59566(N)    083 46 58.23101(W)     ADJUSTED  
 JY1772* NAVD 88     -       325.9    (meters)    1069.     (feet)  GPS OBS   
 JY1772  ___________________________________________________________________
 JY1772  X           -     532,040.444 (meters)                     COMP
 JY1772  Y           -  -4,883,893.160 (meters)                     COMP
 JY1772  Z           -   4,054,393.800 (meters)                     COMP
 JY1772  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 JY1772  ELLIP HEIGHT-         292.90  (meters)          (10/07/05) GPS OBS
 JY1772  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JY1772
 JY1772  HORZ ORDER  -  FIRST
 JY1772  ELLP ORDER  -  FOURTH    CLASS I
 JY1772
 JY1772.The horizontal coordinates were established by GPS observations
 JY1772.and adjusted by the National Geodetic Survey in April 1998..
 JY1772
 JY1772.The orthometric height was determined by GPS observations and a
 JY1772.high-resolution geoid model.
 JY1772
 JY1772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1772
 JY1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1772
 JY1772.The ellipsoidal height was determined by GPS observations
 JY1772.and is referenced to NAD 83.
 JY1772
 JY1772.The geoid height was determined by GEOID03.
 JY1772
 JY1772;                    North         East     Units Scale Factor Converg.
 JY1772;SPC OH S     -   191,837.012   490,017.496   MT  0.99995313   -0 48 50.4
 JY1772;UTM  17      - 4,400,494.873   261,476.132   MT  1.00030050   -1 46 45.2
 JY1772
 JY1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1772!SPC OH S     -   0.99995405  x   0.99995313  =   0.99990718
 JY1772!UTM  17      -   0.99995405  x   1.00030050  =   1.00025454
 JY1772
 JY1772:                Primary Azimuth Mark                     Grid Az
 JY1772:SPC OH S     -  FEDERAL                                  110 10 32.3
 JY1772:UTM  17      -  FEDERAL                                  111 08 27.1
 JY1772
 JY1772|---------------------------------------------------------------------|
 JY1772| PID    Reference Object                     Distance      Geod. Az  |
 JY1772|                                                           dddmmss.s |
 JY1772| JY1771 FEDERAL                             APPROX. 0.5 KM 1092141.9 |
 JY1772|---------------------------------------------------------------------|
 JY1772
 JY1772                          SUPERSEDED SURVEY CONTROL
 JY1772
 JY1772  ELLIP H (04/01/98)  292.95   (m)                       GP(       ) 4 1
 JY1772  NAD 83(1986)-  39 43 15.60167(N)    083 46 58.23857(W) AD(       ) 1
 JY1772
 JY1772.Superseded values are not recommended for survey control.
 JY1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1772.See file dsdata.txt to determine how the superseded data were derived.
 JY1772
 JY1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE6147600495(NAD 83)
 JY1772_MARKER: DD = SURVEY DISK
 JY1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1772_SP_SET: CONCRETE POST
 JY1772_STAMPING: FEDERAL AZI
 JY1772_MARK LOGO: OH-057
 JY1772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1772+STABILITY: SURFACE MOTION
 JY1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1772+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JY1772
 JY1772  HISTORY     - Date     Condition        Report By
 JY1772  HISTORY     - 1992     MONUMENTED       GRWAS
 JY1772
 JY1772                          STATION DESCRIPTION
 JY1772
 JY1772'DESCRIBED BY GRW AERIAL SURVEY 1992
 JY1772'AZIMUTH MARK IS APPROX. 0.3 MI (0.48 KM) NORTHWEST OF THE STATION ON
 JY1772'THE SOUTHWEST SIDE OF STATE ROUTE 72 AT A CURVE TO THE RIGHT. 32.5 FT
 JY1772'(9.91 M) LEFT (SOUTHWEST) OF THE CENTERLINE OF STATE ROUTE 72, 4.1 FT
 JY1772'(1.25 M) NORTHEAST OF A WOOD CORNER POST, 28 FT (8.53 M)
 JY1772'NORTH-NORTHWEST OF A WELL, 63.6 FT (19.39 M) SOUTH OF AN ELECTRIC POLE
 JY1772', 93.4 FT (28.47 M) WEST OF AN ELECTRIC POLE, AND ABOUT 3 FT (0.91 M)
 JY1772'LOWER THAN THE ROAD.
 JY1772'MONUMENT IS SET FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3602 ***********************************************************************
 JZ3602  DESIGNATION -  FEEDWIRE
 JZ3602  PID         -  JZ3602
 JZ3602  STATE/COUNTY-  OH/GREENE
 JZ3602  USGS QUAD   -  BELLBROOK (1991)
 JZ3602
 JZ3602                         *CURRENT SURVEY CONTROL
 JZ3602  ___________________________________________________________________
 JZ3602* NAD 83(1995)-  39 39 37.04668(N)    084 06 03.67381(W)     ADJUSTED  
 JZ3602* NAVD 88     -       298.6    (meters)     980.     (feet)  GPS OBS   
 JZ3602  ___________________________________________________________________
 JZ3602  X           -     505,351.091 (meters)                     COMP
 JZ3602  Y           -  -4,891,033.421 (meters)                     COMP
 JZ3602  Z           -   4,049,189.309 (meters)                     COMP
 JZ3602  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 JZ3602  ELLIP HEIGHT-         265.42  (meters)          (10/07/05) GPS OBS
 JZ3602  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JZ3602
 JZ3602  HORZ ORDER  -  FIRST
 JZ3602  ELLP ORDER  -  FOURTH    CLASS I
 JZ3602
 JZ3602.The horizontal coordinates were established by GPS observations
 JZ3602.and adjusted by the National Geodetic Survey in September 1997..
 JZ3602
 JZ3602.The orthometric height was determined by GPS observations and a
 JZ3602.high-resolution geoid model.
 JZ3602
 JZ3602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3602
 JZ3602.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3602
 JZ3602.The ellipsoidal height was determined by GPS observations
 JZ3602.and is referenced to NAD 83.
 JZ3602
 JZ3602.The geoid height was determined by GEOID03.
 JZ3602
 JZ3602;                    North         East     Units Scale Factor Converg.
 JZ3602;SPC OH S     -   185,533.668   462,622.019   MT  0.99994747   -1 00 57.2
 JZ3602;UTM  16      - 4,394,071.355   748,697.782   MT  1.00036155   +1 51 04.2
 JZ3602
 JZ3602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3602!SPC OH S     -   0.99995836  x   0.99994747  =   0.99990583
 JZ3602!UTM  16      -   0.99995836  x   1.00036155  =   1.00031990
 JZ3602
 JZ3602:                Primary Azimuth Mark                     Grid Az
 JZ3602:SPC OH S     -  FEEDWIRE AZ MK                           228 45 51.6
 JZ3602:UTM  16      -  FEEDWIRE AZ MK                           225 53 50.2
 JZ3602
 JZ3602|---------------------------------------------------------------------|
 JZ3602| PID    Reference Object                     Distance      Geod. Az  |
 JZ3602|                                                           dddmmss.s |
 JZ3602| JZ3603 FEEDWIRE AZ MK                      APPROX. 1.0 KM 2274454.4 |
 JZ3602|---------------------------------------------------------------------|
 JZ3602
 JZ3602                          SUPERSEDED SURVEY CONTROL
 JZ3602
 JZ3602  ELLIP H (09/11/97)  265.53   (m)                       GP(       ) 4 1
 JZ3602  NAD 83(1986)-  39 39 37.05352(N)    084 06 03.68159(W) AD(       ) 1
 JZ3602
 JZ3602.Superseded values are not recommended for survey control.
 JZ3602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3602.See file dsdata.txt to determine how the superseded data were derived.
 JZ3602
 JZ3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ4869894071(NAD 83)
 JZ3602_MARKER: DD = SURVEY DISK
 JZ3602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3602_SP_SET: CONCRETE POST
 JZ3602_STAMPING: FEEDWIRE
 JZ3602_MARK LOGO: OH-057
 JZ3602_PROJECTION: FLUSH
 JZ3602_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3602+STABILITY: SURFACE MOTION
 JZ3602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3602+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1998
 JZ3602
 JZ3602  HISTORY     - Date     Condition        Report By
 JZ3602  HISTORY     - 1992     MONUMENTED       GRWAS
 JZ3602  HISTORY     - 19961202 GOOD             WOOLPT
 JZ3602  HISTORY     - 19980625 GOOD             WOOLPT
 JZ3602  HISTORY     - 20011115 GOOD             USPSQD
 JZ3602
 JZ3602                          STATION DESCRIPTION
 JZ3602
 JZ3602'DESCRIBED BY GRW AERIAL SURVEY 1992
 JZ3602'FROM THE JUNCTION OF STATE ROUTE 725 AND MAIN STREET IN BELLBROOK. GO
 JZ3602'NORTH ON MAIN STREET(COUNTY ROAD C-86, UPPER BELLBROOK ROAD) 1.4 MI
 JZ3602'(2.25 KM) TO ITS JUNCTION WITH FEEDWIRE ROAD. TURN LEFT (WEST) ON
 JZ3602'FEEDWIRE ROAD AND GO 1.7 MI (2.74 KM) TO THE STATION ON THE RIGHT
 JZ3602'(NORTH).
 JZ3602'STATION IS LOCATED ON COUNTY ROAD C-21 (FEEDWIRE ROAD) 0.44 MI
 JZ3602'(0.71 KM) EAST OF THE JUNCTION OF FEEDWIRE ROAD AND COUNTY ROAD C-95
 JZ3602'(WILMINGTON PIKE), 27.5 FT (8.38 M) LEFT (NORTH) OF THE CENTERLINE OF
 JZ3602'THE ROAD, 4.0 FT (1.22 M) BEHIND (NORTH OF) THE GUARD RAIL, 52.0 FT
 JZ3602'(15.85 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE DECK OF THE
 JZ3602'BRIDGE OVER INTERSTATE ROUTE 675, AND 53.9 FT (16.43 M) NORTHWEST OF
 JZ3602'THE SOUTHWEST CORNER OF THE DECK OF THE SAME BRIDGE.
 JZ3602'MONUMENT IS SET FLUSH WITH THE GROUND.
 JZ3602
 JZ3602                          STATION RECOVERY (1996)
 JZ3602
 JZ3602'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BBS)
 JZ3602'RECOVERED AS DESCRIBED.
 JZ3602
 JZ3602                          STATION RECOVERY (1998)
 JZ3602
 JZ3602'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (GTF)
 JZ3602'RECOVERY NOTE BY WOOLPERT LLP 1998 (GTF). RECOVERED AS DECRIBED
 JZ3602
 JZ3602                          STATION RECOVERY (2001)
 JZ3602
 JZ3602'RECOVERY NOTE BY US POWER SQUADRON 2001 (THM)
 JZ3602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3603 ***********************************************************************
 JZ3603  DESIGNATION -  FEEDWIRE AZ MK
 JZ3603  PID         -  JZ3603
 JZ3603  STATE/COUNTY-  OH/GREENE
 JZ3603  USGS QUAD   -  BELLBROOK (1991)
 JZ3603
 JZ3603                         *CURRENT SURVEY CONTROL
 JZ3603  ___________________________________________________________________
 JZ3603* NAD 83(1995)-  39 39 15.40356(N)    084 06 34.49548(W)     ADJUSTED  
 JZ3603* NAVD 88     -       290.7    (meters)     954.     (feet)  GPS OBS   
 JZ3603  ___________________________________________________________________
 JZ3603  X           -     504,663.319 (meters)                     COMP
 JZ3603  Y           -  -4,891,526.523 (meters)                     COMP
 JZ3603  Z           -   4,048,670.298 (meters)                     COMP
 JZ3603  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 JZ3603  ELLIP HEIGHT-         257.43  (meters)          (10/07/05) GPS OBS
 JZ3603  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JZ3603
 JZ3603  HORZ ORDER  -  FIRST
 JZ3603  ELLP ORDER  -  FOURTH    CLASS I
 JZ3603
 JZ3603.The horizontal coordinates were established by GPS observations
 JZ3603.and adjusted by the National Geodetic Survey in April 1998..
 JZ3603
 JZ3603.The orthometric height was determined by GPS observations and a
 JZ3603.high-resolution geoid model.
 JZ3603
 JZ3603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3603
 JZ3603.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3603
 JZ3603.The ellipsoidal height was determined by GPS observations
 JZ3603.and is referenced to NAD 83.
 JZ3603
 JZ3603.The geoid height was determined by GEOID03.
 JZ3603
 JZ3603;                    North         East     Units Scale Factor Converg.
 JZ3603;SPC OH S     -   184,879.371   461,875.561   MT  0.99994697   -1 01 16.7
 JZ3603;UTM  16      - 4,393,380.258   747,984.690   MT  1.00035719   +1 50 43.7
 JZ3603
 JZ3603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3603!SPC OH S     -   0.99995961  x   0.99994697  =   0.99990659
 JZ3603!UTM  16      -   0.99995961  x   1.00035719  =   1.00031679
 JZ3603
 JZ3603:                Primary Azimuth Mark                     Grid Az
 JZ3603:SPC OH S     -  FEEDWIRE                                 048 45 51.4
 JZ3603:UTM  16      -  FEEDWIRE                                 045 53 51.0
 JZ3603
 JZ3603|---------------------------------------------------------------------|
 JZ3603| PID    Reference Object                     Distance      Geod. Az  |
 JZ3603|                                                           dddmmss.s |
 JZ3603| JZ3602 FEEDWIRE                            APPROX. 1.0 KM 0474434.7 |
 JZ3603|---------------------------------------------------------------------|
 JZ3603
 JZ3603                          SUPERSEDED SURVEY CONTROL
 JZ3603
 JZ3603  ELLIP H (04/01/98)  257.54   (m)                       GP(       ) 4 1
 JZ3603  NAD 83(1986)-  39 39 15.41040(N)    084 06 34.50328(W) AD(       ) 1
 JZ3603
 JZ3603.Superseded values are not recommended for survey control.
 JZ3603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3603.See file dsdata.txt to determine how the superseded data were derived.
 JZ3603
 JZ3603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ4798593380(NAD 83)
 JZ3603_MARKER: DD = SURVEY DISK
 JZ3603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3603_SP_SET: CONCRETE POST
 JZ3603_STAMPING: FEEDWIRE AZI
 JZ3603_MARK LOGO: OH-057
 JZ3603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JZ3603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3603+STABILITY: SURFACE MOTION
 JZ3603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3603+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JZ3603
 JZ3603  HISTORY     - Date     Condition        Report By
 JZ3603  HISTORY     - 1992     MONUMENTED       GRWAS
 JZ3603  HISTORY     - 20011115 GOOD             USPSQD
 JZ3603
 JZ3603                          STATION DESCRIPTION
 JZ3603
 JZ3603'DESCRIBED BY GRW AERIAL SURVEY 1992
 JZ3603'AZIMUTH MARK IS APPROX 0.6 MILES SOUTHWEST OF THE STATION. MARK IS
 JZ3603'LOCATED ON THE EAST SIDE OF WILMINGTON PIKE JUST SOUTH OF AN ENTRANCE
 JZ3603'RAMP TO INTERSTATE ROUTE 675, 29.8 FT (9.08 M) WEST OF A CHAIN LINK
 JZ3603'FENCE, 42.5 FT (12.95 M) SOUTH OF ELECTRIC POLE NO 475686, 2.7 FT
 JZ3603'(0.82 M) BEHIND (EAST) OF THE GUARDRAIL, 11 FT (3.35 M) NORTH OF THE
 JZ3603'SOUTH END OF THE GUARDRAIL, AND ABOUT 1 FT (0.30 M) LOWER THAN THE
 JZ3603'ROAD.
 JZ3603'MONUMENT IS SET FLUSH WITH THE GROUND.
 JZ3603
 JZ3603                          STATION RECOVERY (2001)
 JZ3603
 JZ3603'RECOVERY NOTE BY US POWER SQUADRON 2001 (THM)
 JZ3603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1171 ***********************************************************************
 MB1171  DESIGNATION -  FELTER
 MB1171  PID         -  MB1171
 MB1171  STATE/COUNTY-  OH/SUMMIT
 MB1171  USGS QUAD   -  AKRON EAST (1964)
 MB1171
 MB1171                         *CURRENT SURVEY CONTROL
 MB1171  ___________________________________________________________________
 MB1171* NAD 83(1995)-  41 04 36.32108(N)    081 29 23.42232(W)     ADJUSTED  
 MB1171* NAVD 88     -       315.411  (meters)    1034.81   (feet)  ADJUSTED  
 MB1171  ___________________________________________________________________
 MB1171  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 MB1171  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB1171  DYNAMIC HT  -         315.272 (meters)    1034.35  (feet)  COMP
 MB1171  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 MB1171
 MB1171  HORZ ORDER  -  FIRST
 MB1171  VERT ORDER  -  FIRST     CLASS II
 MB1171
 MB1171.The horizontal coordinates were established by classical geodetic methods
 MB1171.and adjusted by the National Geodetic Survey in April 1998..
 MB1171
 MB1171.The orthometric height was determined by differential leveling
 MB1171.and adjusted by the National Geodetic Survey in June 1991..
 MB1171
 MB1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1171
 MB1171.The geoid height was determined by GEOID03.
 MB1171
 MB1171.The dynamic height is computed by dividing the NAVD 88
 MB1171.geopotential number by the normal gravity value computed on the
 MB1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1171.degrees latitude (g = 980.6199 gals.).
 MB1171
 MB1171.The modeled gravity was interpolated from observed gravity values.
 MB1171
 MB1171;                    North         East     Units Scale Factor Converg.
 MB1171;SPC OH N     -   157,076.255   684,884.303   MT  0.99993915   +0 39 49.1
 MB1171;UTM  17      - 4,547,393.324   458,851.504   MT  0.99962084   -0 19 18.7
 MB1171
 MB1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1171!SPC OH N     -   0.99995577  x   0.99993915  =   0.99989492
 MB1171!UTM  17      -   0.99995577  x   0.99962084  =   0.99957662
 MB1171
 MB1171:                Primary Azimuth Mark                     Grid Az
 MB1171:SPC OH N     -  HEIGHTS                                  100 01 53.6
 MB1171:UTM  17      -  HEIGHTS                                  101 01 01.4
 MB1171
 MB1171|---------------------------------------------------------------------|
 MB1171| PID    Reference Object                     Distance      Geod. Az  |
 MB1171|                                                           dddmmss.s |
 MB1171| MB2698 HEIGHTS                             APPROX. 1.8 KM 1004142.7 |
 MB1171| MB1172 FELTER A                            137.995 METERS 26557     |
 MB1171|---------------------------------------------------------------------|
 MB1171
 MB1171                          SUPERSEDED SURVEY CONTROL
 MB1171
 MB1171  NAD 83(1986)-  41 04 36.32799(N)    081 29 23.42588(W) AD(       ) 1
 MB1171  NAD 27      -  41 04 36.12704(N)    081 29 24.00232(W) AD(       ) 1
 MB1171  NGVD 29 (??/??/92)  315.607  (m)         1035.45   (f) ADJ UNCH    1 2
 MB1171
 MB1171.Superseded values are not recommended for survey control.
 MB1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1171.See file dsdata.txt to determine how the superseded data were derived.
 MB1171
 MB1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5885247393(NAD 83)
 MB1171_MARKER: DD = SURVEY DISK
 MB1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1171_STAMPING: FELTER
 MB1171_MARK LOGO: OH0070
 MB1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1171+STABILITY: SURFACE MOTION
 MB1171
 MB1171  HISTORY     - Date     Condition        Report By
 MB1171  HISTORY     - 1963     MONUMENTED       OH0070
 MB1171  HISTORY     - 1964     GOOD             CGS
 MB1171
 MB1171                          STATION DESCRIPTION
 MB1171
 MB1171'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1171'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF DOWNTOWN AKRON, AT
 MB1171'THE SOUTHEAST CORNER OF THE
 MB1171'SCHOOL YARD OF THE FRAUNFELTER ELEMENTARY SCHOOL, ABOUT 64 PACES
 MB1171'EAST OF THE INTERSECTION OF
 MB1171'ARLINGTON STREET AND BUCHTEL AVENUE.  IT IS A CITY OF AKRON
 MB1171'DISK STAMPED FELTER, SET IN THE TOP OF A 6
 MB1171'INCH SQUARE CONCRETE POST THAT IS 5 INCHES
 MB1171'UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9 INCH IRON MANHOLE
 MB1171'COVER, THAT IS FLUSH WITH THE
 MB1171'SURFACE OF THE GROUND.  IT IS 30.4 FEET NORTH OF THE NORTH CURB OF
 MB1171'EAST BUCHTEL AVENUE, 18.8 FEET
 MB1171'NORTH OF THE CENTER OF A SIDEWALK, 31.7 FEET EAST OF THE CENTERLINE
 MB1171'OF A DRIVEWAY, 18.3 FEET WEST OF A
 MB1171'CYCLONE FENCE, 48.9 FEET SOUTH OF THE SOUTHEAST
 MB1171'CORNER OF THE SCHOOL BUILDING, AND 34 FEET NORTHWEST
 MB1171'OF A POWER POLE.
 MB1171'
 MB1171'FELTER (ACS) IS LOCATED AT THE INTERSECTION OF EAST BUCHTEL AVENUE
 MB1171'AND HENRY AVENUE.  IT IS
 MB1171'A CITY OF AKRON DISK STAMPED FELTER A, SET IN THE TOP OF A 6 INCH
 MB1171'SQUARE CONCRETE POST THAT IS 4
 MB1171'INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9 INCH
 MB1171'IRON MANHOLE COVER, THAT IS FLUSH WITH THE
 MB1171'SURFACE OF THE STREET.  IT IS 6.2 FEET
 MB1171'SOUTHWEST OF THE NORTHEAST CURB OF THE INTERSECTION OF EAST
 MB1171'BUCHTEL AVENUE AND HENRY AVENUE,
 MB1171'13.3 FEET NORTH OF THE CENTERLINE OF EAST BUCHTEL AVENUE, 9.7 FEET
 MB1171'SOUTHWEST OF A STREET POLE SIGN,
 MB1171'AND 11 FEET WEST-SOUTHWEST OF A POWER POLE.
 MB1171'
 MB1171'HEIGHT OF LIGHT ABOVE STATION MARK 26.38 METERS.
 MB1171
 MB1171                          STATION RECOVERY (1964)
 MB1171
 MB1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1171'AT AKRON.
 MB1171'AT AKRON, NEAR THE INTERSECTION OF ARLINGTON STREET AND BUCHTEL
 MB1171'AVENUE, NEAR THE SOUTHEAST CORNER OF THE YARD FOR THE FRAUNFELTER
 MB1171'ELEMENTARY SCHOOL, 197 FEET NORTHEAST OF THE APPROXIMATE CENTER
 MB1171'OF THE INTERSECTION OF THE STREET AND AVENUE, 48.9 FEET SOUTH OF
 MB1171'THE SOUTHEAST CORNER OF THE SCHOOL, 34 FEET NORTHWEST OF A POWER
 MB1171'LINE POLE, 30.4 FEET NORTH OF THE NORTH CURB OF THE AVENUE, 18.3
 MB1171'FEET WEST OF A WIRE FENCE AT THE EAST SIDE OF THE SCHOOL YARD,
 MB1171'15.0 FEET NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK, AND IS
 MB1171'A DISK SET IN THE TOP OF A CONCRETE POST 4 INCHES UNDER GROUND
 MB1171'ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED
 MB1171'AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1172 ***********************************************************************
 MB1172  DESIGNATION -  FELTER A
 MB1172  PID         -  MB1172
 MB1172  STATE/COUNTY-  OH/SUMMIT
 MB1172  USGS QUAD   -  AKRON EAST (1964)
 MB1172
 MB1172                         *CURRENT SURVEY CONTROL
 MB1172  ___________________________________________________________________
 MB1172* NAD 83(1995)-  41 04 36.00473(N)    081 29 29.31893(W)     ADJUSTED  
 MB1172* NAVD 88     -       319.080  (meters)    1046.85   (feet)  ADJUSTED  
 MB1172  ___________________________________________________________________
 MB1172  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 MB1172  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB1172  DYNAMIC HT  -         318.940 (meters)    1046.39  (feet)  COMP
 MB1172  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 MB1172
 MB1172  HORZ ORDER  -  SECOND
 MB1172  VERT ORDER  -  FIRST     CLASS II
 MB1172
 MB1172.The horizontal coordinates were established by classical geodetic methods
 MB1172.and adjusted by the National Geodetic Survey in April 1998..
 MB1172
 MB1172.The orthometric height was determined by differential leveling
 MB1172.and adjusted by the National Geodetic Survey in June 1991..
 MB1172
 MB1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1172
 MB1172.The geoid height was determined by GEOID03.
 MB1172
 MB1172.The dynamic height is computed by dividing the NAVD 88
 MB1172.geopotential number by the normal gravity value computed on the
 MB1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1172.degrees latitude (g = 980.6199 gals.).
 MB1172
 MB1172.The modeled gravity was interpolated from observed gravity values.
 MB1172
 MB1172;                    North         East     Units Scale Factor Converg.
 MB1172;SPC OH N     -   157,064.905   684,746.784   MT  0.99993915   +0 39 45.2
 MB1172;UTM  17      - 4,547,384.343   458,713.854   MT  0.99962098   -0 19 22.6
 MB1172
 MB1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1172!SPC OH N     -   0.99995519  x   0.99993915  =   0.99989434
 MB1172!UTM  17      -   0.99995519  x   0.99962098  =   0.99957619
 MB1172
 MB1172                          SUPERSEDED SURVEY CONTROL
 MB1172
 MB1172  NAD 83(1986)-  41 04 36.01165(N)    081 29 29.32249(W) AD(       ) 2
 MB1172  NAD 27      -  41 04 35.81081(N)    081 29 29.89875(W) AD(       ) 2
 MB1172  NGVD 29 (??/??/92)  319.276  (m)         1047.49   (f) ADJ UNCH    1 2
 MB1172
 MB1172.Superseded values are not recommended for survey control.
 MB1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1172.See file dsdata.txt to determine how the superseded data were derived.
 MB1172
 MB1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5871447384(NAD 83)
 MB1172_MARKER: DD = SURVEY DISK
 MB1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1172_STAMPING: FELTER A
 MB1172_MARK LOGO: OH0070
 MB1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1172+STABILITY: SURFACE MOTION
 MB1172
 MB1172  HISTORY     - Date     Condition        Report By
 MB1172  HISTORY     - 1963     MONUMENTED       OH0070
 MB1172  HISTORY     - 1964     GOOD             CGS
 MB1172
 MB1172                          STATION DESCRIPTION
 MB1172
 MB1172'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1172'SEE STATION FELTER (ACS)
 MB1172
 MB1172                          STATION RECOVERY (1964)
 MB1172
 MB1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1172'AT AKRON.
 MB1172'AT AKRON, AT THE INTERSECTION OF EAST BUCHTEL AVENUE AND HENRY
 MB1172'AVENUE, ABOUT 1 BLOCK WEST OF THE FRAUNFELTER SCHOOL, 13 FEET
 MB1172'NORTH OF THE CENTER LINE OF EAST BUCHTEL AVENUE, 11 FEET
 MB1172'SOUTHWEST OF A POWER LINE POLE, 9.7 FEET SOUTHWEST OF A STREET
 MB1172'MARKER SIGN, AND IS A DISK SET IN THE TOP OF A CONCRETE POST 4
 MB1172'INCHES UNDERGROUND ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST
 MB1172'IRON COVER MARKED ARKON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0275 ***********************************************************************
 MC0275  DESIGNATION -  FENCE
 MC0275  PID         -  MC0275
 MC0275  STATE/COUNTY-  OH/LUCAS
 MC0275  USGS QUAD   -  OREGON (1995)
 MC0275
 MC0275                         *CURRENT SURVEY CONTROL
 MC0275  ___________________________________________________________________
 MC0275* NAD 83(1986)-  41 41 37.     (N)    083 28 21.     (W)     SCALED    
 MC0275* NAVD 88     -       175.387  (meters)     575.42   (feet)  ADJUSTED  
 MC0275  ___________________________________________________________________
 MC0275  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC0275  DYNAMIC HT  -         175.320 (meters)     575.20  (feet)  COMP
 MC0275  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 MC0275
 MC0275  VERT ORDER  -  FIRST     CLASS I
 MC0275
 MC0275.The horizontal coordinates were scaled from a topographic map and have
 MC0275.an estimated accuracy of +/- 6 seconds.
 MC0275
 MC0275.The orthometric height was determined by differential leveling
 MC0275.and adjusted by the National Geodetic Survey in June 1991..
 MC0275
 MC0275.The geoid height was determined by GEOID03.
 MC0275
 MC0275.The dynamic height is computed by dividing the NAVD 88
 MC0275.geopotential number by the normal gravity value computed on the
 MC0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0275.degrees latitude (g = 980.6199 gals.).
 MC0275
 MC0275.The modeled gravity was interpolated from observed gravity values.
 MC0275
 MC0275;                    North         East    Units  Estimated Accuracy
 MC0275;SPC OH N     -   225,540.      519,040.      MT  (+/- 180 meters Scaled)
 MC0275
 MC0275                          SUPERSEDED SURVEY CONTROL
 MC0275
 MC0275  NGVD 29 (??/??/92)  175.579  (m)          576.05   (f) ADJ UNCH    1 1
 MC0275
 MC0275.Superseded values are not recommended for survey control.
 MC0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0275.See file dsdata.txt to determine how the superseded data were derived.
 MC0275
 MC0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG942187(NAD 83)
 MC0275_MARKER: Z = SEE DESCRIPTION
 MC0275_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 MC0275_SP_SET: PIPE 47 FEET DEEP
 MC0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0275+STABILITY: SURFACE MOTION
 MC0275_ROD/PIPE-DEPTH: 14.3 meters
 MC0275
 MC0275  HISTORY     - Date     Condition        Report By
 MC0275  HISTORY     - UNK      MONUMENTED       USLS
 MC0275  HISTORY     - 1968     GOOD             NGS
 MC0275  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0275
 MC0275                          STATION DESCRIPTION
 MC0275
 MC0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0275'AT TOLEDO.
 MC0275'AT TOLEDO, ALONG THE NORTHWEST BANK AND NEAR THE MOUTH OF THE
 MC0275'MAUMEE RIVER, ALONG THE NORTHEAST SIDE OF THE CANAL TO THE
 MC0275'TOLEDO YACHT BASIN, ON THE GROUNDS OF THE U.S. ARMY CORP OF
 MC0275'ENGINEERS, 6 FEET NORTHEAST OF THE NORTHEAST CURB AT THE
 MC0275'SOUTHEAST END OF A BLACK TOP STREET, 48 FEET SOUTHEAST OF THE
 MC0275'CENTER OF A GATE ACROSS THE DRIVEWAY TO THE CORP OF ENGINEERS,
 MC0275'43.3 FEET NORTHWEST OF BENCH MARK STEP (USLS) DESCRIBED, 2.6
 MC0275'FEET NORTHEAST OF A FENCE POST AT A SLIGHT TURN IN FENCE LINE,
 MC0275'ABOUT LEVEL WITH THE STREET AND IS A STAINLESS STEEL PLUG 1 FOOT
 MC0275'UNDERGROUND AND PROTECTED BY A 6 INCH TILE WITH A COVER THAT IS
 MC0275'6 INCHES BELOW THE LEVEL OF THE GROUND.  THE PIPE IS REPORTED TO
 MC0275'HAVE BEEN DRIVEN 47 FEET DEEP.
 MC0275
 MC0275                          STATION RECOVERY (1980)
 MC0275
 MC0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0275'NOT RECOVERED, THE AREA DESCRIBED IS NOW A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3183 ***********************************************************************
 JZ3183  DESIGNATION -  FERGUSON
 JZ3183  PID         -  JZ3183
 JZ3183  STATE/COUNTY-  OH/HAMILTON
 JZ3183  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3183
 JZ3183                         *CURRENT SURVEY CONTROL
 JZ3183  ___________________________________________________________________
 JZ3183* NAD 83(1995)-  39 07 57.84934(N)    084 36 00.22980(W)     ADJUSTED  
 JZ3183* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 JZ3183  ___________________________________________________________________
 JZ3183  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 JZ3183  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3183
 JZ3183  HORZ ORDER  -  FIRST
 JZ3183
 JZ3183.The horizontal coordinates were established by classical geodetic methods
 JZ3183.and adjusted by the National Geodetic Survey in April 1998..
 JZ3183
 JZ3183.The orthometric height was scaled from a topographic map.
 JZ3183
 JZ3183.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3183
 JZ3183.The geoid height was determined by GEOID03.
 JZ3183
 JZ3183;                    North         East     Units Scale Factor Converg.
 JZ3183;SPC OH S     -   127,859.852   418,445.678   MT  0.99994550   -1 19 57.1
 JZ3183;UTM  16      - 4,334,249.363   707,438.310   MT  1.00012987   +1 30 54.7
 JZ3183
 JZ3183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3183!SPC OH S     -   0.99996065  x   0.99994550  =   0.99990615
 JZ3183!UTM  16      -   0.99996065  x   1.00012987  =   1.00009052
 JZ3183
 JZ3183:                Primary Azimuth Mark                     Grid Az
 JZ3183:SPC OH S     -  ST CATHERINE CATH CH STEEPLE             002 56 11.3
 JZ3183:UTM  16      -  ST CATHERINE CATH CH STEEPLE             000 05 19.5
 JZ3183
 JZ3183|---------------------------------------------------------------------|
 JZ3183| PID    Reference Object                     Distance      Geod. Az  |
 JZ3183|                                                           dddmmss.s |
 JZ3183| JZ3184 ST CATHERINE CATH CH STEEPLE        APPROX. 2.0 KM 0013614.2 |
 JZ3183| JZ3201 COLLEGE HILL METH HOME S SPIRE      APPROX. 7.6 KM 0372552.2 |
 JZ3183| JZ3197 COLLEGE HILL METH HOME N SPIRE      APPROX. 7.6 KM 0372513.7 |
 JZ3183| JZ0723 FERGUSON GROUND AZ MK               346.061 METERS 05701     |
 JZ3183| JZ3234 ST LAWRENCE CATH CH STEEPLE         APPROX. 3.3 KM 1353244.6 |
 JZ3183| JZ3230 WESTERN HILLS HIGH SCHOOL STK       APPROX. 0.9 KM 1782752.0 |
 JZ3183| JZ3231 MT ALVERNO BOYS PROTECT CROSS       APPROX. 5.1 KM 1883604.1 |
 JZ3183| CC8686 FERGUSON RM 1                         7.900 METERS 19103     |
 JZ3183| CC8687 FERGUSON RM 2                         9.110 METERS 26414     |
 JZ3183| JZ3180 CINCINNATI ALUM INDUSTRIES TK       APPROX. 2.5 KM 3011221.2 |
 JZ3183| CC8688 FERGUSON RM 3                         5.453 METERS 34912     |
 JZ3183| JZ0722 FERGUSON GROUND                     253.788 METERS 35629     |
 JZ3183|---------------------------------------------------------------------|
 JZ3183
 JZ3183                          SUPERSEDED SURVEY CONTROL
 JZ3183
 JZ3183  NAD 83(1995)-  39 07 57.85534(N)    084 36 00.23713(W) AD(       ) 1
 JZ3183  NAD 83(1986)-  39 07 57.85340(N)    084 36 00.24048(W) AD(       ) 1
 JZ3183  NAD 27      -  39 07 57.63900(N)    084 36 00.43800(W) AD(       ) 1
 JZ3183
 JZ3183.Superseded values are not recommended for survey control.
 JZ3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3183.See file dsdata.txt to determine how the superseded data were derived.
 JZ3183
 JZ3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0743834249(NAD 83)
 JZ3183_MARKER: DD = SURVEY DISK
 JZ3183_SETTING: 0 = UNSPECIFIED SETTING
 JZ3183
 JZ3183  HISTORY     - Date     Condition        Report By
 JZ3183  HISTORY     - 1947     MONUMENTED       CGS
 JZ3183
 JZ3183                          STATION DESCRIPTION
 JZ3183
 JZ3183'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3183'STATION IS LOCATED ATOP THE FERGUSON WATER TANKS WHICH ARE 0.15 MILES
 JZ3183'SOUTH OF THE INTERSECTION OF QUEEN CITY AVENUE AND FERGUSON ROAD
 JZ3183'IN THE PRICE HILL DISTRICT OF THE CITY OF CINCINNATI. IT IS 8.7 FEET
 JZ3183'NORTH OF THE NORTHWEST CORNER OF TRAP DOOR OPENING TO THE TOP OF
 JZ3183'TANKS AND 3.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF STEEL ANTENNA
 JZ3183'TOWER ATOP THE TANKS. THE MARK IS SET IN A DRILL HOLE IN THE
 JZ3183'CONCRETE ROOF OF THE TANKS AND THE DISK IS STAMPED FERGUSON 1947.
 JZ3183'
 JZ3183'REFERENCE MARK NO. 1 IS 25.92 FT. S OF THE STATION. THE MARK IS A
 JZ3183'TACK IN LEAD SET IN A DRILL HOLE IN THE SOUTH CONCRETE WALL
 JZ3183'BETWEEN THE TANKS.
 JZ3183'
 JZ3183'REFERENCE MARK NO. 2 IS 29.89 FEET WEST OF THE STATION. THE MARK IS A
 JZ3183'TACK IN LEAD SET IN A DRILL HOLE IN THE WEST CONCRETE WALL
 JZ3183'BETWEEN THE TANKS.
 JZ3183'
 JZ3183'REFERENCE MARK NO. 3 IS 17.89 FEET NORTH-NORTHWEST OF THE STATION.
 JZ3183'THE MARK IS A TACK SET IN LEAD IN A DRILL HOLE IN THE NORTH
 JZ3183'CONCRETE WALL BETWEEN THE TANKS.
 JZ3183'
 JZ3183'FERGUSON GROUND (STATION) IS IN THE SOUTHWEST ANGLE OF THE
 JZ3183'INTERSECTION OF QUEEN CITY AVENUE AND FERGUSON ROAD, 0.15 MILE NORTH
 JZ3183'OF THE FERGUSON WATER TANKS, 35 FEET SOUTH OF THE PROJECTED SOUTH
 JZ3183'CURB OF QUEEN CITY AVENUE, 15 FEET NORTH OF POWER POLE NO. J9-199 AND
 JZ3183'2 FEET WEST OF THE WEST CURB OF FERGUSON ROAD. THE MARK
 JZ3183'PROJECTS 2 INCHES AND THE DISK IS STAMPED FERGUSON GROUND 1947.
 JZ3183'
 JZ3183'FERGUSON GROUND (AZIMUTH) IS 0.2 MILE EAST OF FERGUSON GROUND
 JZ3183'(STATION) ON THE TANGENT OF THE WEST SIDE OF BRICK RESIDENCE AT
 JZ3183'2820 QUEEN CITY AVENUE ON THE OPPOSITE SIDE OF THE STREET, 52 FEET
 JZ3183'SOUTHEAST OF POWER POLE NO. J9-130, 30 FEET WEST OF THE WEST END
 JZ3183'OF CURB INLET ON THE SOUTH SIDE OF QUEEN CITY AVENUE AND 3 FEET SOUTH
 JZ3183'OF THE SOUTH EDGE OF THE PAVEMENT ON QUEEN CITY AVENUE. THE MARK
 JZ3183'PROJECTS 4 INCHES AND THE DISK IS STAMPED FERGUSON GROUND
 JZ3183'1947.
 JZ3183'
 JZ3183'THE DISTANCE WHICH WAS TRAVERSED BETWEEN FERGUSON GROUND (STATION) AND
 JZ3183'FERGUSON GROUND (AZIMUTH) IS 312.671 METERS.
 JZ3183'
 JZ3183'THE STATION MAY BE REACHED BY LOCAL DIRECTIONS WITHOUT DIFFICULTY, OR
 JZ3183'BY CONTACTING THE CITY ENGINEER, CINCINNATI.
 JZ3183'
 JZ3183'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0723 ***********************************************************************
 JZ0723  DESIGNATION -  FERGUSON GROUND AZ MK
 JZ0723  PID         -  JZ0723
 JZ0723  STATE/COUNTY-  OH/HAMILTON
 JZ0723  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0723
 JZ0723                         *CURRENT SURVEY CONTROL
 JZ0723  ___________________________________________________________________
 JZ0723* NAD 83(1995)-  39 08 03.95847(N)    084 35 48.14344(W)     ADJUSTED  
 JZ0723* NAVD 88     -       279.823  (meters)     918.05   (feet)  ADJUSTED  
 JZ0723  ___________________________________________________________________
 JZ0723  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 JZ0723  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ0723  DYNAMIC HT  -         279.647 (meters)     917.48  (feet)  COMP
 JZ0723  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 JZ0723
 JZ0723  HORZ ORDER  -  SECOND
 JZ0723  VERT ORDER  -  FIRST     CLASS II
 JZ0723
 JZ0723.The horizontal coordinates were established by classical geodetic methods
 JZ0723.and adjusted by the National Geodetic Survey in April 1998..
 JZ0723
 JZ0723.The orthometric height was determined by differential leveling
 JZ0723.and adjusted by the National Geodetic Survey in June 1991..
 JZ0723
 JZ0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0723
 JZ0723.The geoid height was determined by GEOID03.
 JZ0723
 JZ0723.The dynamic height is computed by dividing the NAVD 88
 JZ0723.geopotential number by the normal gravity value computed on the
 JZ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0723.degrees latitude (g = 980.6199 gals.).
 JZ0723
 JZ0723.The modeled gravity was interpolated from observed gravity values.
 JZ0723
 JZ0723;                    North         East     Units Scale Factor Converg.
 JZ0723;SPC OH S     -   128,041.442   418,740.246   MT  0.99994537   -1 19 49.4
 JZ0723;UTM  16      - 4,334,445.400   707,723.546   MT  1.00013133   +1 31 02.5
 JZ0723
 JZ0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0723!SPC OH S     -   0.99996144  x   0.99994537  =   0.99990681
 JZ0723!UTM  16      -   0.99996144  x   1.00013133  =   1.00009276
 JZ0723
 JZ0723|---------------------------------------------------------------------|
 JZ0723| PID    Reference Object                     Distance      Geod. Az  |
 JZ0723|                                                           dddmmss.s |
 JZ0723| JZ3183 FERGUSON                            346.061 METERS 23701     |
 JZ0723| JZ0722 FERGUSON GROUND                     312.674 METERS 28159     |
 JZ0723|---------------------------------------------------------------------|
 JZ0723
 JZ0723                          SUPERSEDED SURVEY CONTROL
 JZ0723
 JZ0723  NAD 83(1995)-  39 08 03.96448(N)    084 35 48.15077(W) AD(       ) 2
 JZ0723  NAD 83(1986)-  39 08 03.96251(N)    084 35 48.15420(W) AD(       ) 2
 JZ0723  NAD 27      -  39 08 03.74800(N)    084 35 48.35200(W) AD(       ) 2
 JZ0723  NGVD 29 (08/25/92)  280.004  (m)          918.65   (f) ADJUSTED    1 2
 JZ0723
 JZ0723.Superseded values are not recommended for survey control.
 JZ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0723.See file dsdata.txt to determine how the superseded data were derived.
 JZ0723
 JZ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0772434445(NAD 83)
 JZ0723_MARKER: DZ = AZIMUTH MARK DISK
 JZ0723_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0723_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0723_STAMPING: FERGUSON GROUND AZI 1947
 JZ0723_MARK LOGO: CGS   
 JZ0723_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0723
 JZ0723  HISTORY     - Date     Condition        Report By
 JZ0723  HISTORY     - 1947     MONUMENTED       CGS
 JZ0723  HISTORY     - 1947     GOOD             CGS
 JZ0723  HISTORY     - 1980     GOOD             NGS
 JZ0723  HISTORY     - 19900920 GOOD             WOOLPT
 JZ0723  HISTORY     - 19911122 GOOD             WOOLPT
 JZ0723
 JZ0723                          STATION DESCRIPTION
 JZ0723
 JZ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0723'FERGUSON GROUND (AZIMUTH) IS 0.2 MILE EAST OF FERGUSON GROUND
 JZ0723'(STATION) ON THE TANGENT OF THE WEST SIDE OF BRICK RESIDENCE AT
 JZ0723'2820 QUEEN CITY AVENUE ON THE OPPOSITE SIDE OF THE STREET, 52 FEET
 JZ0723'SOUTHEAST OF POWER POLE NO. J9-130, 30 FEET WEST OF THE WEST END
 JZ0723'OF CURB INLET ON THE SOUTH SIDE OF QUEEN CITY AVENUE AND 3 FEET SOUTH
 JZ0723'OF THE SOUTH EDGE OF THE PAVEMENT ON QUEEN CITY AVENUE. THE MARK
 JZ0723'PROJECTS 4 INCHES AND THE DISK IS STAMPED FERGUSON GROUND
 JZ0723'1947.
 JZ0723
 JZ0723                          STATION RECOVERY (1947)
 JZ0723
 JZ0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ0723'AT CINCINNATI.
 JZ0723'AT CINCINNATI, 0.2 MILE EAST OF FERGUSON ROAD ALONG QUEEN CITY
 JZ0723'AVENUE ACROSS FROM A ONE AND ONE HALF STORY BRICK HOUSE NO.
 JZ0723'2820, 20.6 FEET SOUTH OF THE CENTERLINE OF QUEEN CITY AVENUE,
 JZ0723'31.7 FEET WEST OF MANHOLE COVER OF STREET DRAIN IN LINE WITH WEST
 JZ0723'LINE OF HOUSE NO. 2820 AND 1 FOOT HIGHER THAN THE STREET, SET
 JZ0723'IN A CONCRETE POST PROJECTING 0.3 FEET.
 JZ0723
 JZ0723                          STATION RECOVERY (1980)
 JZ0723
 JZ0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JZ0723'RECOVERED IN GOOD CONDITION.
 JZ0723
 JZ0723                          STATION RECOVERY (1990)
 JZ0723
 JZ0723'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ0723'RECOVERED IN GOOD CONDITION.
 JZ0723
 JZ0723                          STATION RECOVERY (1991)
 JZ0723
 JZ0723'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1991
 JZ0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3456 ***********************************************************************
 JZ3456  DESIGNATION -  FERGUSON GROUND RESET
 JZ3456  PID         -  JZ3456
 JZ3456  STATE/COUNTY-  OH/HAMILTON
 JZ3456  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3456
 JZ3456                         *CURRENT SURVEY CONTROL
 JZ3456  ___________________________________________________________________
 JZ3456* NAD 83(1986)-  39 08 06.     (N)    084 36 00.     (W)     SCALED    
 JZ3456* NAVD 88     -       281.846  (meters)     924.69   (feet)  ADJUSTED  
 JZ3456  ___________________________________________________________________
 JZ3456  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3456  DYNAMIC HT  -         281.669 (meters)     924.11  (feet)  COMP
 JZ3456  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 JZ3456
 JZ3456  VERT ORDER  -  SECOND    CLASS II
 JZ3456
 JZ3456.The horizontal coordinates were scaled from a topographic map and have
 JZ3456.an estimated accuracy of +/- 6 seconds.
 JZ3456
 JZ3456.The orthometric height was determined by differential leveling
 JZ3456.and adjusted by the National Geodetic Survey in March 1993..
 JZ3456
 JZ3456.The geoid height was determined by GEOID03.
 JZ3456
 JZ3456.The dynamic height is computed by dividing the NAVD 88
 JZ3456.geopotential number by the normal gravity value computed on the
 JZ3456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3456.degrees latitude (g = 980.6199 gals.).
 JZ3456
 JZ3456.The modeled gravity was interpolated from observed gravity values.
 JZ3456
 JZ3456;                    North         East    Units  Estimated Accuracy
 JZ3456;SPC OH S     -   128,110.      418,460.      MT  (+/- 180 meters Scaled)
 JZ3456
 JZ3456                          SUPERSEDED SURVEY CONTROL
 JZ3456
 JZ3456  NGVD 29 (06/03/91)  282.027  (m)          925.28   (f) ADJUSTED    2 2
 JZ3456
 JZ3456.Superseded values are not recommended for survey control.
 JZ3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3456.See file dsdata.txt to determine how the superseded data were derived.
 JZ3456
 JZ3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ074345(NAD 83)
 JZ3456_MARKER: DE = TRAVERSE STATION DISK
 JZ3456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3456_SP_SET: CONCRETE POST
 JZ3456_STAMPING: FERGUSON GROUND AND RESET 1958
 JZ3456_MARK LOGO: OH1610
 JZ3456_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3456+STABILITY: SURFACE MOTION
 JZ3456
 JZ3456  HISTORY     - Date     Condition        Report By
 JZ3456  HISTORY     - 1958     MONUMENTED       OH1610
 JZ3456  HISTORY     - 1980     GOOD             NGS
 JZ3456  HISTORY     - 19900920 SEE DESCRIPTION  WOOLPT
 JZ3456  HISTORY     - 20040124 MARK NOT FOUND   GEOCAC
 JZ3456
 JZ3456                          STATION DESCRIPTION
 JZ3456
 JZ3456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 JZ3456'THE MARK WAS FOUND IN THE LOCATION DESCRIBED FOR STATION FERGUSON
 JZ3456'GROUND (1947).  IT IS NOW A CITY OF CINCINNATI SURVEY DISK
 JZ3456'STAMPED---FERGUSON GROUND RESET 1958---. AS REPORTED FOR THE 1947
 JZ3456'STATION, THE STATION IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 JZ3456'QUEEN CITY AVENUE AND FERGUSON ROAD, 0.15 MI (0.24 KM) NORTH OF THE
 JZ3456'FERGUSON WATER TANKS, 35 FT (10.7 M) SOUTH OF THE PROJECTED SOUTH
 JZ3456'CURB OF QUEEN CITY AVENUE, 15 FT (4.6 M) NORTH OF POWER POLE NO.
 JZ3456'J9-199 AND 2 FT (0.6 M) WEST OF THE WEST CURB OF FERGUSON ROAD.  THE
 JZ3456'MARK PROJECTS 2 INCHES.
 JZ3456
 JZ3456                          STATION RECOVERY (1990)
 JZ3456
 JZ3456'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 JZ3456'NOTE--THE MONUMENT APPEARS TO HAVE BEEN HIT BY A SNOW PLOW.
 JZ3456'HORIZONTAL DISPLACEMENT IS UNKNOWN.  IT IS A CITY OF CINCINNATI
 JZ3456'TRAVERSE STATION DISK.  STAMPING READS - FERGUSON GROUND AND RESET
 JZ3456'1958, NOT - FERGUSON GROUND RESET 1958 - AS REPORTED PREVIOUSLY.
 JZ3456
 JZ3456                          STATION RECOVERY (2004)
 JZ3456
 JZ3456'RECOVERY NOTE BY GEOCACHING 2004
 JZ3456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1256 ***********************************************************************
 MC1256  DESIGNATION -  FERRY
 MC1256  PID         -  MC1256
 MC1256  STATE/COUNTY-  OH/OTTAWA
 MC1256  USGS QUAD   -  GYPSUM (1980)
 MC1256
 MC1256                         *CURRENT SURVEY CONTROL
 MC1256  ___________________________________________________________________
 MC1256* NAD 83(1995)-  41 35 14.50635(N)    082 50 11.99971(W)     ADJUSTED  
 MC1256* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 MC1256  ___________________________________________________________________
 MC1256  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 MC1256  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 MC1256
 MC1256  HORZ ORDER  -  THIRD
 MC1256
 MC1256.The horizontal coordinates were established by classical geodetic methods
 MC1256.and adjusted by the National Geodetic Survey in April 1998..
 MC1256.No horizontal observational check was made to the station.
 MC1256
 MC1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1256
 MC1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1256
 MC1256.The geoid height was determined by GEOID03.
 MC1256
 MC1256;                    North         East     Units Scale Factor Converg.
 MC1256;SPC OH N     -   213,344.372   571,928.066   MT  0.99998022   -0 13 16.2
 MC1256;UTM  17      - 4,605,592.232   346,909.745   MT  0.99988842   -1 13 09.6
 MC1256
 MC1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1256!SPC OH N     -   0.99997816  x   0.99998022  =   0.99995838
 MC1256!UTM  17      -   0.99997816  x   0.99988842  =   0.99986658
 MC1256
 MC1256                          SUPERSEDED SURVEY CONTROL
 MC1256
 MC1256  NAD 83(1995)-  41 35 14.50608(N)    082 50 12.00038(W) AD(       ) 3
 MC1256  NAD 83(1986)-  41 35 14.49565(N)    082 50 12.01334(W) AD(       ) 3
 MC1256  NAD 27      -  41 35 14.34631(N)    082 50 12.34399(W) AD(       ) 3
 MC1256  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 MC1256
 MC1256.Superseded values are not recommended for survey control.
 MC1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1256.See file dsdata.txt to determine how the superseded data were derived.
 MC1256
 MC1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4691005592(NAD 83)
 MC1256_MARKER: DS = TRIANGULATION STATION DISK
 MC1256_SETTING: 0 = UNSPECIFIED SETTING
 MC1256_STAMPING: FERRY AMC 1976
 MC1256_MARK LOGO: NOS   
 MC1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1256
 MC1256  HISTORY     - Date     Condition        Report By
 MC1256  HISTORY     - 1976     MONUMENTED       NOSAMC
 MC1256  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 MC1256
 MC1256                          STATION DESCRIPTION
 MC1256
 MC1256'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1976 (RES)
 MC1256'THE STATION IS LOCATED APPROXIMATELY 7.5 MILES NE OF PORT
 MC1256'CLINTON, OHIO, ON THE SOUTH SHORE OF LAKE ERIE.  IT IS ON
 MC1256'THE NORTHERN TIP OF CATAWBA ISLAND.
 MC1256'
 MC1256'TO REACH THE STATION FROM THE WATER WORKS IN PORT CLINTON,
 MC1256'PROCEED EAST ON ROUTE 163 FOR ABOUT 2 MILES TO THE JUNCTION OF
 MC1256'ROUTE 53 ON THE LEFT.  TURN LEFT (NORTH) ONTO ROUTE 53 AND
 MC1256'PROCEED FOR 6.4 MILES TO THE MILLER FERRY DOCK ON THE
 MC1256'LEFT.  PROCEED DOWNHILL TOWARDS THE FERRY TO THE FIRST DOCK
 MC1256'EXTENSION ON THE RIGHT AND THE VICINITY OF THE STATION.
 MC1256'
 MC1256'THE STATION IS A STANDARD NATIONAL OCEAN SURVEY DISK STAMPED
 MC1256'FERRY AMC, 1976, CEMENTED FLUSH WITH THE DOCK SURFACE.  IT
 MC1256'IS 23.0 FEET SW OF THE NE CORNER OF THE DOCK, 22.6 FEET NW OF
 MC1256'THE SE CORNER, AND 46.3 FEET SE OF THE NW CORNER.
 MC1256'
 MC1256'NO AZIMUTH OR REFERENCE MARKS WERE SET AT THIS STATION.
 MC1256'
 MC1256'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 MC1256
 MC1256                          STATION RECOVERY (2004)
 MC1256
 MC1256'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC1256'ONCRETE APPEARS TO BE REASONABLY NEW. MARK POSSIBLY REMOVED OR COVERED
 MC1256'OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1753 ***********************************************************************
 KZ1753  DESIGNATION -  FICKES
 KZ1753  PID         -  KZ1753
 KZ1753  STATE/COUNTY-  OH/ASHLAND
 KZ1753  USGS QUAD   -  JEROMESVILLE (1978)
 KZ1753
 KZ1753                         *CURRENT SURVEY CONTROL
 KZ1753  ___________________________________________________________________
 KZ1753* NAD 83(1995)-  40 46 52.13346(N)    082 08 05.60721(W)     ADJUSTED  
 KZ1753* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 KZ1753  ___________________________________________________________________
 KZ1753  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 KZ1753  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KZ1753
 KZ1753  HORZ ORDER  -  SECOND
 KZ1753
 KZ1753.The horizontal coordinates were established by classical geodetic methods
 KZ1753.and adjusted by the National Geodetic Survey in April 1998..
 KZ1753
 KZ1753.The orthometric height was scaled from a topographic map.
 KZ1753
 KZ1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1753
 KZ1753.The geoid height was determined by GEOID03.
 KZ1753
 KZ1753;                    North         East     Units Scale Factor Converg.
 KZ1753;SPC OH N     -   123,823.058   630,818.322   MT  0.99995158   +0 14 23.5
 KZ1753;UTM  17      - 4,515,082.413   404,237.999   MT  0.99971287   -0 44 28.8
 KZ1753
 KZ1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1753!SPC OH N     -   0.99994940  x   0.99995158  =   0.99990098
 KZ1753!UTM  17      -   0.99994940  x   0.99971287  =   0.99966228
 KZ1753
 KZ1753|---------------------------------------------------------------------|
 KZ1753| PID    Reference Object                     Distance      Geod. Az  |
 KZ1753|                                                           dddmmss.s |
 KZ1753| CE6054 FICKES RM 1                           9.202 METERS 08339     |
 KZ1753| CE6052 FICKES AZ MK                                       2361541.3 |
 KZ1753| CE6055 FICKES RM 2                          11.916 METERS 27002     |
 KZ1753| CE6053 FICKES AZ MK 2                                     3263201.2 |
 KZ1753|---------------------------------------------------------------------|
 KZ1753
 KZ1753                          SUPERSEDED SURVEY CONTROL
 KZ1753
 KZ1753  NAD 83(1986)-  40 46 52.13926(N)    082 08 05.61333(W) AD(       ) 2
 KZ1753  NAD 27      -  40 46 51.93165(N)    082 08 06.05975(W) AD(       ) 2
 KZ1753
 KZ1753.Superseded values are not recommended for survey control.
 KZ1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1753.See file dsdata.txt to determine how the superseded data were derived.
 KZ1753
 KZ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0423815082(NAD 83)
 KZ1753_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1753
 KZ1753  HISTORY     - Date     Condition        Report By
 KZ1753  HISTORY     - 1959     MONUMENTED       CGS
 KZ1753  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KZ1753  HISTORY     - 1971     SEE DESCRIPTION  NGS
 KZ1753
 KZ1753                          STATION DESCRIPTION
 KZ1753
 KZ1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1753'THE STATION IS ABOUT 7 MILES EAST OF HAYESVILLE, 3-1/2 MILES
 KZ1753'SOUTHEAST OF JEROMESVILLE, 2-1/2
 KZ1753'MILES SOUTHWEST OF REEDSBURG, IN THE NORTHEAST 1/4 OF SECTION 14, T
 KZ1753'21 N, R 15 W, MOHICAN TOWNSHIP,
 KZ1753'ON PROPERTY OWNED BY MR. D.M. FICKLES.
 KZ1753'
 KZ1753'TO REACH THE STATION FROM A TRAFFIC LIGHT AT THE INTERSECTION OF
 KZ1753'STATE HIGHWAY 89 AND U.S.
 KZ1753'HIGHWAY 30 IN JEROMESVILLE, GO SOUTH ON HIGHWAY 89 FOR 0.1 MILE TO A
 KZ1753'FORK IN THE ROAD.  BEAR LEFT AND
 KZ1753'GO EASTERLY ON A BLACKTOP ROAD 2.1 MILES TO A CROSSROAD.  TURN
 KZ1753'RIGHT AND GO SOUTH ON ASHLAND COUNTY 132
 KZ1753'FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT (ASHLAND
 KZ1753'COUNTY 227).  (CONTINUE STRAIGHT AHEAD ON COUNTY 132 FOR
 KZ1753'0.5 MILE TO A GRAVEL SIDE ROAD
 KZ1753'ON THE RIGHT AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE
 KZ1753'INTERSECTION).  TURN LEFT ON THE
 KZ1753'GRAVEL ROAD AND GO EAST 1.0 MILE TO A GRAVEL DRIVEWAY ON THE LEFT AT
 KZ1753'THE HOME OF MR. FICKLES.  TURN LEFT
 KZ1753'AND GO NORTH ON THE GRAVEL DRIVEWAY FOR 0.05 MILE
 KZ1753'TO TWO WOODEN GATES.  PASS THROUGH THE GATES AND
 KZ1753'CONTINUE NORTH IN A LANE 0.1 MILE TO
 KZ1753'A GAP AT THE SOUTHWEST CORNER OF A PASTURE.  TURN RIGHT THROUGH THE
 KZ1753'GAP AND GO NORTHEAST ACROSS THE
 KZ1753'PASTURE 0.15 MILE TO THE HIGHEST PART OF THE HILL AND THE STATION.
 KZ1753'
 KZ1753'STATION MARKS ARE STANDARD DISKS STAMPED FICKES 1959.  THE SURFACE
 KZ1753'DISK IS SET IN A SQUARE
 KZ1753'CONCRETE POST WHICH IS 18 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 KZ1753'IS 96 FEET WEST OF A 24-INCH
 KZ1753'DECIDUOUS TREE WITH A TRIANGLE BLAZE AND 3.5 FEET SOUTH OF AN
 KZ1753'EAST-WEST FENCELINE.  A STANDARD METAL
 KZ1753'WITNESS POST WAS SET 7.4 FEET NORTHEAST OF THE
 KZ1753'MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 KZ1753'OF CONCRETE 34 INCHES BELOW THE
 KZ1753'SURFACE OF THE GROUND.
 KZ1753'
 KZ1753'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FICKES NO 1 1959, IS
 KZ1753'SET IN A SQUARE CONCRETE POST
 KZ1753'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 67 FEET WEST OF THE 24-
 KZ1753'INCH DECIDUOUS TREE WITH A
 KZ1753'TRIANGLE BLAZE AND 1.5 FEET SOUTH OF THE EAST-WEST FENCELINE.
 KZ1753'
 KZ1753'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FICKES NO 2 1959, IS
 KZ1753'SET IN A SQUARE CONCRETE POST
 KZ1753'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 135 FEET WEST OF THE 24-
 KZ1753'INCH DECIDUOUS TREE WITH A
 KZ1753'TRIANGLE BLAZE AND 1 FOOT SOUTH OF THE EAST-WEST FENCELINE.
 KZ1753'
 KZ1753'AZIMUTH MARK, A STANDARD DISK STAMPED FICKES 1959, IS SET IN A SQUARE
 KZ1753'CONCRETE POST WHICH
 KZ1753'PROJECTS 6 INCHES.  IT IS 48.5 FEET SOUTHEAST OF A POWERLINE POLE, 29
 KZ1753'FEET WEST OF THE CENTERLINE OF THE
 KZ1753'PAVED ROAD, 28 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL
 KZ1753'ROAD AND 18 FEET NORTH OF A TELEPHONE POLE.  A
 KZ1753'STANDARD METAL WITNESS POST WAS SET 2
 KZ1753'FEET SOUTHEAST OF THE MARK.
 KZ1753
 KZ1753                          STATION RECOVERY (1969)
 KZ1753
 KZ1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KZ1753'THIS STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KZ1753'CONDITION.  DUE TO
 KZ1753'CHANGES IN THE NUMBERING OF THE COUNTY ROADS, AND
 KZ1753'CHANGES IN THE HIGHWAYS THE ORIGINAL
 KZ1753'TO-REACH IS NO LONGER ADEQUATE.
 KZ1753'
 KZ1753'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KZ1753'
 KZ1753'THE STATION IS LOCATED NEAR THE SUMMIT OF A PROMINENT, BARE, HILL
 KZ1753'ON THE PROPERTY OF
 KZ1753'MR. D. M. FICKES, ABOUT 7 MILES EAST OF HAYESVILLE,
 KZ1753'3-1/2 MILES SOUTHEAST OF
 KZ1753'JEROMESVILLE, AND 2-1/2 MILES SOUTHWEST OF REEDSBURG.
 KZ1753'
 KZ1753'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND HIGH
 KZ1753'STREET ABOUT ONE
 KZ1753'HALF BLOCK NORTH OF THE POST OFFICE IN JEROMESVILLE,
 KZ1753'GO SOUTH ON STATE ROUTE 89 FOR 1.4
 KZ1753'MILES TO THE INTERSECTION WITH NEW
 KZ1753'U. S. HIGHWAY 30.  HERE TURN LEFT AND GO EASTERLY ON
 KZ1753'U. S. HIGHWAY 30
 KZ1753'FOR 1.6 MILES TO COUNTY ROAD 175 ON THE RIGHT, TURN RIGHT ON COUNTY
 KZ1753'ROAD 175 AND GO
 KZ1753'SOUTHERLY FOR 0.4 OF A MILE TO THE T INTERSECTION OF
 KZ1753'COUNTY ROAD 1950 ON THE LEFT.*
 KZ1753'HERE TURN LEFT ON COUNTY ROAD 1950
 KZ1753'(GRAVELED) AND GO EAST FOR 1.0 MILE TO A DRIVEWAY
 KZ1753'ON THE LEFT LEADING
 KZ1753'INTO THE FARM HOME OF MR. FICKES.  TURN LEFT ON THIS DRIVEWAY AND GO
 KZ1753'NORTH ABOUT 0.05
 KZ1753'OF A MILE TO A GATE.  PASS THROUGH THIS GATE AND CONTINUE
 KZ1753'NORTH ON A FARM LANE FOR ABOUT 0.3
 KZ1753'OF A MILE TO A FIELD ROAD ON
 KZ1753'THE RIGHT, TURN RIGHT ON THIS FIELD ROAD AND GO
 KZ1753'EAST-SOUTHEAST, UPHILL,
 KZ1753'ACROSS AN OPEN FIELD FOR ABOUT 0.1 OF A MILE TO THE SUMMIT OF THE
 KZ1753'HILL NEAR A LONE
 KZ1753'BOXELDER TREE IN AN EAST-WEST FENCE LINE AND THE STATION
 KZ1753'AS DESCRIBED.  NOTE- WHEN
 KZ1753'GROUND IS WET IT WILL BE NECESSARY TO PACK
 KZ1753'NORTHEASTERLY ACROSS PASTURE FROM NR. FICKES
 KZ1753'HOME TO THE STATION SITE.
 KZ1753'
 KZ1753'THE STATION IS 96 FEET WEST OF A 24-INCH BOXELDER TREE IN THE
 KZ1753'FENCE LINE, 7.4
 KZ1753'FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND SIGN
 KZ1753'AND 3.5 FEET SOUTH OF THE
 KZ1753'EAST-WEST FENCE.  IT IS A STANDARD DISK SET
 KZ1753'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 KZ1753'MONUMENT ABOUT 18 INCHES BELOW
 KZ1753'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FICKES
 KZ1753'1959.  NOTES
 KZ1753'1 AND 7A.
 KZ1753'
 KZ1753'REFERENCE MARK NO. 1 IS 30.19 FEET EAST OF THE STATION, 67 FEET
 KZ1753'WEST OF THE
 KZ1753'24-INCH BOXELDER TREE AND 1.5 FEET SOUTH OF THE EAST-WEST
 KZ1753'FENCE.  IT IS A STANDARD DISK
 KZ1753'SET IN THE TOP OF A 10-INCH, SQUARE,
 KZ1753'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 KZ1753'FICKES NO 1 1959.
 KZ1753'NOTE 11A.
 KZ1753'
 KZ1753'REFERENCE MARK NO. 2 IS 39.10 FEET WEST OF THE STATION, 135 FEET
 KZ1753'WEST OF THE
 KZ1753'24-INCH BOXELDER TREE AND 1.0 FOOT SOUTH OF THE EAST-WEST
 KZ1753'FENCE.  IT IS A STANDARD DISK
 KZ1753'SET IN THE TOP OF A 10-INCH, SQUARE,
 KZ1753'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 KZ1753'FICKES NO 2 1959.
 KZ1753'NOTE 11A.
 KZ1753'
 KZ1753'DUE TO A HAY BALER BEING PARKED ALONG THE FENCE OVER REFERENCE
 KZ1753'MARK NO. 1, THE
 KZ1753'HORIZONTAL MEASURED DISTANCE BETWEEN THIS MARK AND THE
 KZ1753'STATION, AND BETWEEN THIS MARK AND
 KZ1753'REFERENCE MARK NO. 2 COULD NOT BE
 KZ1753'VERIFIED OR MEASURED, HOWEVER, THE HORIZONTAL
 KZ1753'MEASURED DISTANCE BETWEEN
 KZ1753'THE STATION AND REFERENCE MARK NO. 2 WAS VERIFIED.
 KZ1753'
 KZ1753'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTHWEST OF THE STATION, 48.5
 KZ1753'FEET SOUTHEAST AND
 KZ1753'ACROSS MOHICAN TWP. ROAD 63 FROM A GUYED POWERLINE
 KZ1753'POLE, 29 FEET WEST OF THE APPROXIMATE
 KZ1753'CENTER OF COUNTY ROAD 175, 28
 KZ1753'FEET SOUTH OF THE APPROXIMATE CENTER OF MOHICAN TWP.
 KZ1753'ROAD 63, 18 FEET
 KZ1753'NORTH OF A TELEPHONE POLE, 6.5 FEET NORTH OF A 10-INCH SCOTCH PINE
 KZ1753'TREE, 4 FEET EAST OF
 KZ1753'A NORTHEAST FENCE CORNER POST, AND 2.1 FEET NORTHWEST OF
 KZ1753'A METAL WITNESS POST AND SIGN.
 KZ1753'IT IS A STANDARD DISK SET IN THE TOP OF
 KZ1753'A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 KZ1753'6 INCHES AND THE
 KZ1753'DISK IS STAMPED FICKES 1959.  NOTE 16A.
 KZ1753'
 KZ1753'*TO REACH THE AZIMUTH MARK FROM THE T INTERSECTION OF GRAVELED
 KZ1753'COUNTY ROAD 1950
 KZ1753'AND COUNTY ROAD 175, CONTINUE SOUTH ON COUNTY ROAD 175
 KZ1753'FOR 0.5 OF A MILE TO MOHICAN TWP.
 KZ1753'ROAD 63 ON THE RIGHT AND THE MARK IN
 KZ1753'THE SOUTHWEST ANGLE AS DESCRIBED.
 KZ1753'
 KZ1753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2.5 MILES
 KZ1753'SOUTHWEST OF REEDSBURG.
 KZ1753
 KZ1753                          STATION RECOVERY (1971)
 KZ1753
 KZ1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KZ1753'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 KZ1753'AZIMUTH MARK WAS
 KZ1753'FOUND NEAR A GRADER DITCH AND WAS DESTROYED AFTER A
 KZ1753'NEW AZIMUTH MARK WAS SET.  THE
 KZ1753'DISTANCE AND DIRECTIONS TO THE REFERENCE
 KZ1753'MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS-
 KZ1753'
 KZ1753'THE STATION IS LOCATED ABOUT 7 MILES EAST OF HAYESVILLE, IN THE NE
 KZ1753'1/4 OF SEC. 14,
 KZ1753'T-21-N, R-15-W, ON THE PROPERTY OF MR. D.M. FICKES, 96
 KZ1753'FEET WEST OF A 24 INCH DECIDUOUS
 KZ1753'TREE, 3 FEET SOUTH OF A FENCE, 7 FEET
 KZ1753'SOUTHWEST OF A METAL WITNESS POST AND AT THE NORTH
 KZ1753'EDGE OF A PASTURE.  THE
 KZ1753'MONUMENT IS ABOUT 18 INCHES UNDERGROUND AND THE DISK IS STAMPED
 KZ1753'FICKES 1959.  (NOTE
 KZ1753'1A 7A)
 KZ1753'
 KZ1753'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND CO.
 KZ1753'RD. 175 (ABOUT 5
 KZ1753'MILES EAST OF HAYSVILLE), GO SOUTH ON RD. 175 FOR 0.45
 KZ1753'MILE TO THE INTERSECTION OF CO. RD.
 KZ1753'1950.  TURN LEFT AND GO EAST ON RD.
 KZ1753'1950 FOR 1.0 MILE TO A DRIVEWAY LEFT.  TURN LEFT ON
 KZ1753'THE DRIVEWAY PASSING
 KZ1753'ALONG THE EAST SIDE OF HOUSE AND GO NORTH PASSING THROUGH 2 GATES
 KZ1753'THEN GO NORTHEAST
 KZ1753'ACROSS PASTURE FOR 0.2 MILE TO THE NORTH EDGE OF PASTURE,
 KZ1753'THE HIGHEST POINT OF THE HILL
 KZ1753'AND THE STATION AS DESCRIBED.
 KZ1753'
 KZ1753'REFERENCE MARK 1 IS 67 FEET WEST OF THE TREE, 1 FOOT SOUTH OF THE
 KZ1753'FENCE AND A METAL
 KZ1753'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 KZ1753'STAMPED FICKES NO 1 1959.
 KZ1753'
 KZ1753'REFERENCE MARK 2 IS 135 FEET WEST OF THE TREE AND 1 FOOT SOUTH OF
 KZ1753'THE FENCE AND A
 KZ1753'METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 KZ1753'IS STAMPED FICKES NO 2 1959.
 KZ1753'
 KZ1753'THE AZIMUTH MARK IS 21 FEET SOUTHWEST OF THE CENTERLINE OF ROAD,
 KZ1753'2 FEET NORTHWEST
 KZ1753'OF A METAL WITNESS POST AND 6 FEET EAST OF A POWER POLE.
 KZ1753'THE MONUMENT PROJECTS 4 INCHES AND
 KZ1753'THE DISK IS STAMPED FICKES 1959 1971.
 KZ1753'
 KZ1753'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAY 30 AND CO.
 KZ1753'RD. 175, GO NORTH
 KZ1753'ON RD. 175 FOR 0.6 MILE TO THE INTERSECTION WITH CO.
 KZ1753'RD. 1975.  TURN RIGHT AND GO
 KZ1753'EASTERLY ON RD. 1975 FOR 1.1 MILES TO THE
 KZ1753'AZIMUTH MARK ON THE RIGHT (ABOUT 0.2 MILE WEST
 KZ1753'OF THE OVERPASS OF RD. 1975
 KZ1753'AND HIGHWAY 1975)
 KZ1753'
 KZ1753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2 MILES
 KZ1753'SE OF JEROMESVILLE
 KZ1753'
 KZ1753'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1420 ***********************************************************************
 MC1420  DESIGNATION -  FICKLE
 MC1420  PID         -  MC1420
 MC1420  STATE/COUNTY-  OH/HENRY
 MC1420  USGS QUAD   -  MC CLURE (1971)
 MC1420
 MC1420                         *CURRENT SURVEY CONTROL
 MC1420  ___________________________________________________________________
 MC1420* NAD 83(1995)-  41 17 53.63500(N)    083 57 36.92733(W)     ADJUSTED  
 MC1420* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 MC1420  ___________________________________________________________________
 MC1420  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 MC1420  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1420
 MC1420  HORZ ORDER  -  THIRD
 MC1420
 MC1420.The horizontal coordinates were established by classical geodetic methods
 MC1420.and adjusted by the National Geodetic Survey in April 1998..
 MC1420
 MC1420.The orthometric height was scaled from a topographic map.
 MC1420
 MC1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1420
 MC1420.The geoid height was determined by GEOID03.
 MC1420
 MC1420;                    North         East     Units Scale Factor Converg.
 MC1420;SPC OH N     -   182,203.627   477,708.578   MT  0.99994721   -0 57 33.5
 MC1420;UTM  17      - 4,576,092.200   252,148.967   MT  1.00035608   -1 57 16.9
 MC1420;UTM  16      - 4,576,322.411   754,506.795   MT  1.00039724   +2 00 26.1
 MC1420
 MC1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1420!SPC OH N     -   0.99997265  x   0.99994721  =   0.99991986
 MC1420!UTM  17      -   0.99997265  x   1.00035608  =   1.00032872
 MC1420!UTM  16      -   0.99997265  x   1.00039724  =   1.00036988
 MC1420
 MC1420                          SUPERSEDED SURVEY CONTROL
 MC1420
 MC1420  NAD 83(1995)-  41 17 53.64354(N)    083 57 36.93202(W) AD(       ) 3
 MC1420  NAD 83(1986)-  41 17 53.64568(N)    083 57 36.93732(W) AD(       ) 3
 MC1420  NAD 27      -  41 17 53.45800(N)    083 57 37.13800(W) AD(       ) 3
 MC1420
 MC1420.Superseded values are not recommended for survey control.
 MC1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1420.See file dsdata.txt to determine how the superseded data were derived.
 MC1420
 MC1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5214976092(NAD 83)
 MC1420_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1420_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1420_STAMPING: FICKLE 1947
 MC1420_MARK LOGO: CGS   
 MC1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1420+STABILITY: SURFACE MOTION
 MC1420
 MC1420  HISTORY     - Date     Condition        Report By
 MC1420  HISTORY     - 1947     MONUMENTED       CGS
 MC1420  HISTORY     - 1963     GOOD             CGS
 MC1420  HISTORY     - 1965     GOOD             USE
 MC1420  HISTORY     - 1980     GOOD             LOCENG
 MC1420  HISTORY     - 1984     GOOD             USPSQD
 MC1420
 MC1420                          STATION DESCRIPTION
 MC1420
 MC1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1420'THE STATION IS 1 MILE WEST OF WESTHOPE IN SEC. 16, RICHFIELD
 MC1420'TOWNSHIP, AT THE
 MC1420'SOUTHWEST CORNER OF THE AMANDA FICKLE FARM (RECENTLY
 MC1420'PURCHASED BY ALVAH
 MC1420'EICKMEIER).  IT IS 12.6 M. NORTHEAST OF THE POINT OF
 MC1420'INTERSECTION OF THE EW SECTION ROAD
 MC1420'AND THE CENTERLINE OF THE NS SECTION
 MC1420'ROAD.
 MC1420'
 MC1420'STATION IS 10.2 METERS N OF THE CENTERLINE OF EW ROAD AND 8.0 METERS
 MC1420'E OF THE CENTERLINE OF NS ROAD.  STATION IS 12.6
 MC1420'METERS (41 FEET) FROM THE POINT OF INTERSECTION OF THE CENTERLINES
 MC1420'OF CROSS ROADS, IN AZIMUTH 35 DEG
 MC1420'54 MIN.
 MC1420'
 MC1420'A STANDARD DISK STAMPED FICKLE 1947 SET IN THE TOP OF A CONCRETE
 MC1420'MONUMENT ABOUT 10
 MC1420'INCHES IN DIAMETER THAT IS BURIED SO THAT THE TOP
 MC1420'EXTENDS 1 INCH ABOVE THE GROUND
 MC1420'SURFACE.
 MC1420
 MC1420                          STATION RECOVERY (1963)
 MC1420
 MC1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1420'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1420'EXCEPTION--THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA
 MC1420'TARGET 6 FEET IN DIAMETER.
 MC1420
 MC1420                          STATION RECOVERY (1965)
 MC1420
 MC1420'RECOVERY NOTE BY US ENGINEERS 1965 (RWK)
 MC1420'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MC CLURE, TRAVEL S 5 MI.
 MC1420'ON HWY 65 THRU A SMALL TOWN CALLED WESTHOPE TO CO. ROAD J, W 1 MI.
 MC1420'TO TWP ROAD 5.
 MC1420'
 MC1420'THE STA. IS LOCATED IN A 2 M. DIA. CONC. TARGET, 9 M. N OF THE
 MC1420'CENTERLINE OF CO. ROAD J, 6 M. E OF THE CENTERLINE OF TWP ROAD 5, 1
 MC1420'M. NE OF A TELEPHONE POLE, 14 M. SE OF THE RD. SIGN, 17 M. N OF THE
 MC1420'TREE ACROSS THE CO. ROAD J.
 MC1420'
 MC1420'THE STA. IS APPROX. 1/2 M. LOWER THAN THE ROAD.
 MC1420'
 MC1420'STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MC1420'FICKLE 1947.
 MC1420'
 MC1420'NOTE--THE STA. IS 18 M E OF A POWER POLE.  (ELEV--690.57 FEET)
 MC1420
 MC1420                          STATION RECOVERY (1980)
 MC1420
 MC1420'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1420'FICKLE 1947 RECOVERED GOOD.
 MC1420'
 MC1420'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI S. AND 1 MI W.,
 MC1420'MCCLURE.
 MC1420
 MC1420                          STATION RECOVERY (1984)
 MC1420
 MC1420'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1420'FICKLE 1947 FOUND GOOD.
 MC1420'
 MC1420'ADD -WITNESS POST TO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1336 ***********************************************************************
 MB1336  DESIGNATION -  FIELD
 MB1336  PID         -  MB1336
 MB1336  STATE/COUNTY-  OH/SUMMIT
 MB1336  USGS QUAD   -  PENINSULA (1994)
 MB1336
 MB1336                         *CURRENT SURVEY CONTROL
 MB1336  ___________________________________________________________________
 MB1336* NAD 83(1995)-  41 08 25.48680(N)    081 34 53.77463(W)     ADJUSTED  
 MB1336* NAVD 88     -       324.658  (meters)    1065.15   (feet)  ADJUSTED  
 MB1336  ___________________________________________________________________
 MB1336  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 MB1336  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB1336  DYNAMIC HT  -         324.518 (meters)    1064.69  (feet)  COMP
 MB1336  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 MB1336
 MB1336  HORZ ORDER  -  FIRST
 MB1336  VERT ORDER  -  FIRST     CLASS II
 MB1336
 MB1336.The horizontal coordinates were established by classical geodetic methods
 MB1336.and adjusted by the National Geodetic Survey in April 1998..
 MB1336
 MB1336.The orthometric height was determined by differential leveling
 MB1336.and adjusted by the National Geodetic Survey in June 1991..
 MB1336
 MB1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1336
 MB1336.The geoid height was determined by GEOID03.
 MB1336
 MB1336.The dynamic height is computed by dividing the NAVD 88
 MB1336.geopotential number by the normal gravity value computed on the
 MB1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1336.degrees latitude (g = 980.6199 gals.).
 MB1336
 MB1336.The modeled gravity was interpolated from observed gravity values.
 MB1336
 MB1336;                    North         East     Units Scale Factor Converg.
 MB1336;SPC OH N     -   164,059.688   677,099.143   MT  0.99993994   +0 36 12.0
 MB1336;UTM  17      - 4,554,507.415   451,190.045   MT  0.99962932   -0 22 57.5
 MB1336
 MB1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1336!SPC OH N     -   0.99995433  x   0.99993994  =   0.99989428
 MB1336!UTM  17      -   0.99995433  x   0.99962932  =   0.99958367
 MB1336
 MB1336:                Primary Azimuth Mark                     Grid Az
 MB1336:SPC OH N     -  AKRON RADIO STATION WHLO MAST            078 19 03.2
 MB1336:UTM  17      -  AKRON RADIO STATION WHLO MAST            079 18 12.7
 MB1336
 MB1336|---------------------------------------------------------------------|
 MB1336| PID    Reference Object                     Distance      Geod. Az  |
 MB1336|                                                           dddmmss.s |
 MB1336| MB2870 AKRON RADIO STATION WHLO MAST       APPROX. 2.0 KM 0785515.2 |
 MB1336| MB2873 AKRON RADIO STATION WHLO TOWER      APPROX. 2.0 KM 0821215.0 |
 MB1336| MB2920 AKRON TV STATION WAKR MAST          APPROX. 8.4 KM 1402825.9 |
 MB1336| MB2919 AKRON ST PAULS EPIS CH SPIRE        APPROX. 4.3 KM 1540015.7 |
 MB1336| MB2886 AKRON WESTMINSTER PRESB SPIRE       APPROX. 5.1 KM 1545522.7 |
 MB1336| MB2929 AKRON WYANT RD MUN SPIPE            APPROX. 3.0 KM 2241330.8 |
 MB1336|---------------------------------------------------------------------|
 MB1336
 MB1336                          SUPERSEDED SURVEY CONTROL
 MB1336
 MB1336  NAD 83(1986)-  41 08 25.49375(N)    081 34 53.77760(W) AD(       ) 1
 MB1336  NAD 27      -  41 08 25.30118(N)    081 34 54.33329(W) AD(       ) 1
 MB1336  NGVD 29 (??/??/92)  324.858  (m)         1065.81   (f) ADJ UNCH    1 2
 MB1336
 MB1336.Superseded values are not recommended for survey control.
 MB1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1336.See file dsdata.txt to determine how the superseded data were derived.
 MB1336
 MB1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5119054507(NAD 83)
 MB1336_MARKER: DD = SURVEY DISK
 MB1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1336_STAMPING: FIELD
 MB1336_MARK LOGO: OH0070
 MB1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1336+STABILITY: SURFACE MOTION
 MB1336
 MB1336  HISTORY     - Date     Condition        Report By
 MB1336  HISTORY     - 1963     MONUMENTED       OH0070
 MB1336  HISTORY     - 1963     GOOD             CGS
 MB1336  HISTORY     - 1965     SEE DESCRIPTION  OH0070
 MB1336
 MB1336                          STATION DESCRIPTION
 MB1336
 MB1336'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1336'STATION IS ABOUT 5-1/4 MILES NORTHWEST OF DOWNTOWN AKRON, 1-1/2 MILES
 MB1336'WEST OF THE CUYAHOGA RIVER AND
 MB1336'0.3 MILE EAST OF THE INTERSECTION OF SAND RUN ROAD AND SMITH ROAD
 MB1336'ON RIGHT-OF-WAY OF SMITH ROAD.  THE
 MB1336'MARK IS 23 FEET NORTH OF THE CENTERLINE OF SMITH
 MB1336'ROAD, 66 FEET WEST OF TELEPHONE POLE NUMBER 87247, 58
 MB1336'FEET WEST OF THE CENTER OF A
 MB1336'FIELD ROAD AND 79 FEET NORTHWEST OF A TWIN TRUNKED POPLAR TREE.  IT
 MB1336'IS A CITY OF AKRON DISK STAMPED
 MB1336'FIELD SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES
 MB1336'BELOW THE SURFACE OF A 3 FOOT
 MB1336'SQUARE OF CONCRETE AND COVERED OVER WITH AN 9 INCH
 MB1336'IRON COVER
 MB1336'
 MB1336'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MB1336
 MB1336                          STATION RECOVERY (1963)
 MB1336
 MB1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MB1336'AT AKRON.
 MB1336'AT AKRON, IN THE NORTHWEST PART OF THE CITY, ALONG SMITH ROAD, 0.3
 MB1336'MILE WEST ALONG SMITH ROAD FROM ITS INTERSECTION WITH SAND RUN
 MB1336'ROAD, 23 FEET NORTH OF THE CENTER LINE OF SMITH ROAD, 66 FEET
 MB1336'WEST OF TELEPHONE POLE NO. 87247, 58 FEET WEST OF THE CENTER LINE
 MB1336'OF A FIELD ROAD LEADING NORTH FROM SMITH ROAD, 79 FEET NORTHWEST
 MB1336'OF A DOUBLE-TRUNK POPLAR TREE, A DISK SET IN THE TOP OF A CONCRETE
 MB1336'POST 4 INCHES BELOW THE SURFACE OF THE GROUND AND PROTECTED
 MB1336'BY AN 8-INCH IRON COVER.
 MB1336
 MB1336                          STATION RECOVERY (1965)
 MB1336
 MB1336'RECOVERY NOTE BY CITY OF AKRON OHIO 1965 (RJF)
 MB1336'FIELD MARK HAS BEEN DESTROYED, JUNE 1974,
 MB1336'DUE TO SEWER
 MB1336'CONSTRUCTION.
 MB1336'
 MB1336'DISTANCE AND DIRECTION FROM NEAREST TOWN- 5-1/4 MI N.W. DOWNTOWN
 MB1336'AKRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1422 ***********************************************************************
 MC1422  DESIGNATION -  FIELD
 MC1422  PID         -  MC1422
 MC1422  STATE/COUNTY-  OH/HENRY
 MC1422  USGS QUAD   -  MC CLURE (1971)
 MC1422
 MC1422                         *CURRENT SURVEY CONTROL
 MC1422  ___________________________________________________________________
 MC1422* NAD 83(1995)-  41 17 40.07964(N)    083 57 36.69343(W)     ADJUSTED  
 MC1422* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 MC1422  ___________________________________________________________________
 MC1422  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 MC1422  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1422
 MC1422  HORZ ORDER  -  THIRD
 MC1422
 MC1422.The horizontal coordinates were established by classical geodetic methods
 MC1422.and adjusted by the National Geodetic Survey in April 1998..
 MC1422
 MC1422.The orthometric height was scaled from a topographic map.
 MC1422
 MC1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1422
 MC1422.The geoid height was determined by GEOID03.
 MC1422
 MC1422;                    North         East     Units Scale Factor Converg.
 MC1422;SPC OH N     -   181,785.435   477,707.018   MT  0.99994695   -0 57 33.4
 MC1422;UTM  17      - 4,575,673.928   252,140.139   MT  1.00035614   -1 57 16.2
 MC1422;UTM  16      - 4,575,904.511   754,526.889   MT  1.00039737   +2 00 25.7
 MC1422
 MC1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1422!SPC OH N     -   0.99997265  x   0.99994695  =   0.99991960
 MC1422!UTM  17      -   0.99997265  x   1.00035614  =   1.00032878
 MC1422!UTM  16      -   0.99997265  x   1.00039737  =   1.00037001
 MC1422
 MC1422:                Primary Azimuth Mark                     Grid Az
 MC1422:SPC OH N     -  AUSTIN                                   358 39 16.9
 MC1422:UTM  17      -  AUSTIN                                   359 38 59.7
 MC1422:UTM  16      -  AUSTIN                                   355 41 17.8
 MC1422
 MC1422|---------------------------------------------------------------------|
 MC1422| PID    Reference Object                     Distance      Geod. Az  |
 MC1422|                                                           dddmmss.s |
 MC1422| MC1416 AUSTIN                              APPROX. 0.8 KM 3574143.5 |
 MC1422|---------------------------------------------------------------------|
 MC1422
 MC1422                          SUPERSEDED SURVEY CONTROL
 MC1422
 MC1422  NAD 83(1995)-  41 17 40.08817(N)    083 57 36.69815(W) AD(       ) 3
 MC1422  NAD 83(1986)-  41 17 40.09034(N)    083 57 36.70348(W) AD(       ) 3
 MC1422  NAD 27      -  41 17 39.90600(N)    083 57 36.90400(W) AD(       ) 3
 MC1422
 MC1422.Superseded values are not recommended for survey control.
 MC1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1422.See file dsdata.txt to determine how the superseded data were derived.
 MC1422
 MC1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5214075674(NAD 83)
 MC1422_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1422_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MC1422_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MC1422_STAMPING: FIELD 1950
 MC1422_MARK LOGO: CGS   
 MC1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1422
 MC1422  HISTORY     - Date     Condition        Report By
 MC1422  HISTORY     - 1950     MONUMENTED       CGS
 MC1422  HISTORY     - 1963     GOOD             CGS
 MC1422  HISTORY     - 1980     GOOD             LOCENG
 MC1422  HISTORY     - 1984     GOOD             USPSQD
 MC1422
 MC1422                          STATION DESCRIPTION
 MC1422
 MC1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JMN)
 MC1422'STATION IS IN THE PHOTOGRAMMETRIC TEST AREA, NEAR MCCLURE, 1 MILE
 MC1422'WEST AND 5.25 MILES SOUTH OF
 MC1422'MCCLURE, ON THE EAST SIDE OF A COUNTY ROAD, ON PROPERTY OF
 MC1422'ALVAH EICKMEIER, NEAR THE MID
 MC1422'POINT OF THE WEST SIDE OF THE NW QUARTER OF
 MC1422'SECTION 21, RICHFIELD TOWNSHIP.  THE STATION IS
 MC1422'IN THE CENTER OF A PHOTOGRAMMETRIC
 MC1422'TARGET, 6 FEET IN DIAMETER.
 MC1422
 MC1422                          STATION RECOVERY (1963)
 MC1422
 MC1422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1422'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1422'EXCEPTIONS.  THE FENCE NORTH OF THE STATION IS GONE.  THE CONCRETE
 MC1422'MONUMENT IS SURROUNDED BY A CONCRETE TARGET 7 FEET IN DIAMETER AND
 MC1422'THE DISK IS STAMPED FIELD 1950.
 MC1422
 MC1422                          STATION RECOVERY (1980)
 MC1422
 MC1422'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RWW)
 MC1422'FIELD 1950 RECOVERED GOOD.
 MC1422'
 MC1422'ALL FENCES AND CULTURE LINES ARE GONE.  CORNER POST IS GONE.  TARGET
 MC1422'AROUND STATION SLOPES 6 INCHES TO NORTH.  MARK IS 1 INCH BELOW
 MC1422'TARGET SURFACE.
 MC1422'
 MC1422'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI W. AND 0.25 MI S. OF
 MC1422'WESTHOPE, OHIO.
 MC1422
 MC1422                          STATION RECOVERY (1984)
 MC1422
 MC1422'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1422'FIELD 1950 RECOVERED GOOD.
 MC1422'
 MC1422'ADD W/P TO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0167 ***********************************************************************
 MD0167  DESIGNATION -  FILLING
 MD0167  PID         -  MD0167
 MD0167  STATE/COUNTY-  OH/HENRY
 MD0167  USGS QUAD   -  FLORIDA (1977)
 MD0167
 MD0167                         *CURRENT SURVEY CONTROL
 MD0167  ___________________________________________________________________
 MD0167* NAD 83(1995)-  41 18 15.37202(N)    084 12 38.16769(W)     ADJUSTED  
 MD0167* NAVD 88     -       214.089  (meters)     702.39   (feet)  POSTED    
 MD0167  ___________________________________________________________________
 MD0167  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 MD0167  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 MD0167  DYNAMIC HT  -         214.000 (meters)     702.10  (feet)  COMP
 MD0167  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 MD0167
 MD0167  HORZ ORDER  -  SECOND
 MD0167  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0167
 MD0167.The horizontal coordinates were established by classical geodetic methods
 MD0167.and adjusted by the National Geodetic Survey in April 1998..
 MD0167
 MD0167.The orthometric height was determined by differential leveling
 MD0167.and adjusted by the National Geodetic Survey in 1992..
 MD0167.No vertical observational check was made to the station.
 MD0167.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0167.was located on a no-check spur therefore a value was not computed.
 MD0167
 MD0167.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0167
 MD0167.The geoid height was determined by GEOID03.
 MD0167
 MD0167.The dynamic height is computed by dividing the NAVD 88
 MD0167.geopotential number by the normal gravity value computed on the
 MD0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0167.degrees latitude (g = 980.6199 gals.).
 MD0167
 MD0167.The modeled gravity was interpolated from observed gravity values.
 MD0167
 MD0167;                    North         East     Units Scale Factor Converg.
 MD0167;SPC OH N     -   183,255.165   456,758.748   MT  0.99994764   -1 07 25.6
 MD0167;UTM  16      - 4,576,288.452   733,522.525   MT  1.00027118   +1 50 31.2
 MD0167
 MD0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0167!SPC OH N     -   0.99997191  x   0.99994764  =   0.99991955
 MD0167!UTM  16      -   0.99997191  x   1.00027118  =   1.00024308
 MD0167
 MD0167|---------------------------------------------------------------------|
 MD0167| PID    Reference Object                     Distance      Geod. Az  |
 MD0167|                                                           dddmmss.s |
 MD0167| MD0166 FILLING RM 1                         26.431 METERS 05011     |
 MD0167| MD0168 FILLING RM 2                         29.319 METERS 17017     |
 MD0167| MD0169 FILLING AZ MK                                      1804103.3 |
 MD0167|---------------------------------------------------------------------|
 MD0167
 MD0167                          SUPERSEDED SURVEY CONTROL
 MD0167
 MD0167  NAD 83(1995)-  41 18 15.37904(N)    084 12 38.18237(W) AD(       ) 2
 MD0167  NAD 83(1986)-  41 18 15.38028(N)    084 12 38.18313(W) AD(       ) 2
 MD0167  NAD 27      -  41 18 15.21440(N)    084 12 38.38430(W) AD(       ) 2
 MD0167  NGVD 29 (??/??/92)  214.286  (m)          703.04   (f) ADJ UNCH    2 0
 MD0167
 MD0167.Superseded values are not recommended for survey control.
 MD0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0167.See file dsdata.txt to determine how the superseded data were derived.
 MD0167
 MD0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL3352376288(NAD 83)
 MD0167_MARKER: DB = BENCH MARK DISK
 MD0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0167_STAMPING: FILLING 1963
 MD0167_MARK LOGO: CGS   
 MD0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0167+STABILITY: SURFACE MOTION
 MD0167
 MD0167  HISTORY     - Date     Condition        Report By
 MD0167  HISTORY     - 1963     MONUMENTED       CGS
 MD0167  HISTORY     - 1963     GOOD             CGS
 MD0167  HISTORY     - 1980     GOOD             LOCENG
 MD0167  HISTORY     - 1984     GOOD             USPSQD
 MD0167
 MD0167                          STATION DESCRIPTION
 MD0167
 MD0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD0167'THE STATION IS LOCATED ABOUT 8 MILES EAST OF DEFIANCE AND ABOUT 6
 MD0167'MILES NORTHWEST OF HOLGATE IN
 MD0167'THE EAST SIDE OF SEC. 18, T 4 N, R 6 E.  IT IS ON THE PROPERTY OF
 MD0167'THE FILLING ESTATE.  IT IS SET
 MD0167'IN THE MIDDLE OF AN 8 FOOT CONCRETE CIRCLE THAT IS
 MD0167'FLUSH WITH THE SURFACE, 17 FEET WEST OF A WIRE
 MD0167'FENCE AND A TELEPHONE POLE, 38 FEET
 MD0167'EAST OF EAST EDGE OF A CREEK BANK AND 51 FEET WEST OF THE
 MD0167'CENTERLINE OF COUNTY ROAD 18.
 MD0167'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED FILLING 1963.
 MD0167'
 MD0167'TO REACH FROM THE POST OFFICE IN DEFIANCE, GO EAST ON STATE HIGHWAY
 MD0167'281 FOR 7.5 MILES TO A
 MD0167'CROSSROAD.  TURN LEFT AND GO NORTH ON COUNTY ROAD 18 FOR 1.0 MILE TO
 MD0167'A CROSSROAD (TWP ROAD J) AND THE
 MD0167'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 MD0167'COUNTY ROAD 18 FOR 0.45 MILE TO A FARM LANE ON THE
 MD0167'LEFT.  CONTINUE ABOUT 100 YARDS
 MD0167'TO THE STATION ON THE LEFT.
 MD0167'REFERENCE MARK 1 IS 24 FEET NORTH OF
 MD0167'A POWER LINE POLE, 50 FEET EAST OF THE
 MD0167'WIRE FENCE AND 17 FEET EAST OF THE CENTERLINE OF THE
 MD0167'ROAD.  THE MONUMENT IS FLUSH
 MD0167'AND THE DISK IS STAMPED FILLING NO 1 1963.
 MD0167'
 MD0167'REFERENCE MARK 2 IS 35 FEET WEST OF THE CENTERLINE OF THE ROAD, 3
 MD0167'FEET NORTH OF A TELEPHONE
 MD0167'POLE AND 1 FOOT WEST OF THE WIRE FENCE.  THE MONUMENT PROJECTS 2
 MD0167'INCHES AND THE DISK IS STAMPED
 MD0167'FILLING NO 2 1963.
 MD0167'
 MD0167'THE AZIMUTH MARK IS 2 FEET EAST OF A POWERLINE POLE, 12 FEET NORTH OF
 MD0167'THE CENTERLINE OF TWP.
 MD0167'ROAD J, 98 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 18 AND
 MD0167'63 FEET WEST OF A ROAD SIGN MARKER.
 MD0167'THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 MD0167'IS STAMPED FILLING 1963.
 MD0167'
 MD0167'ELEVATION OF DISK 703.03 FEET.
 MD0167'
 MD0167'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MD0167
 MD0167                          STATION RECOVERY (1963)
 MD0167
 MD0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0167'1.4 MI SW FROM FLORIDA.
 MD0167'LOCATED 1.4 MILES SOUTHWEST OF THE FIRE STATION IN FLORIDA.  TO
 MD0167'REACH FROM THE FLORIDA FIRE STATION, DRIVE WEST 0.1 MILE ON U.S.
 MD0167'HIGHWAY 24 (HIGH STREET) TO THE FLORIDA BRIDGE ROAD, TURN LEFT
 MD0167'AND GO SOUTH ACROSS MAUMEE RIVER 0.2 MILE TO COUNTY ROAD Z, TURN
 MD0167'RIGHT AND GO 0.7 MILE WEST ON COUNTY ROAD Z TO COUNTY ROAD 18,
 MD0167'AND CONTINUE SOUTH ON COUNTY ROAD 18 FOR 0.6 MILE TO MARK ON
 MD0167'THE FILLING LAND.  IT IS 51.0 FEET WEST OF THE CENTERLINE OF
 MD0167'COUNTY ROAD 18, 38.0 FEET EAST OF THE EAST EDGE OF A DRAINAGE
 MD0167'DITCH, 17.0 FEET WEST OF A TELEPHONE POLE AND A WIRE FENCE.
 MD0167'A STANDARD TRIANGULATION STATION DISK STAMPED FILLING 1963 SET
 MD0167'IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH IN THE
 MD0167'CENTER OF AN 8 FOOT ROUND CAMERA TARGET.
 MD0167
 MD0167                          STATION RECOVERY (1980)
 MD0167
 MD0167'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RWW)
 MD0167'FILLING 1963 RECOVERED GOOD - UNDISTURBED - FENCES NOTED HAVE
 MD0167'BEEN REMOVED.
 MD0167'
 MD0167'FILLING NO. 2 1963 APPEARS GOOD - NEW TELEPHONE POLE SOUTH.
 MD0167'FENCES HAVE BEEN REMOVEDED.  96.23 FEET NORTH TO STA.
 MD0167'
 MD0167'FILLING 1963 AZ MK RECOVERED GOOD.  POWER POLE 2 FEET WEST AS NOTED.
 MD0167'
 MD0167'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 + OR - S.W. FROM
 MD0167'FLORIDA, OHIO ALONG CO. RD. 18.
 MD0167
 MD0167                          STATION RECOVERY (1984)
 MD0167
 MD0167'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MD0167'FILLING 1963 RECOVERED GOOD.
 MD0167'
 MD0167'FILLING RM 2 RECOVERED GOOD.
 MD0167'
 MD0167'FILLING AZ MK RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0169 ***********************************************************************
 MD0169  DESIGNATION -  FILLING AZ MK
 MD0169  PID         -  MD0169
 MD0169  STATE/COUNTY-  OH/HENRY
 MD0169  USGS QUAD   -  FLORIDA (1977)
 MD0169
 MD0169                         *CURRENT SURVEY CONTROL
 MD0169  ___________________________________________________________________
 MD0169* NAD 83(1986)-  41 17 48.     (N)    084 12 38.     (W)     SCALED    
 MD0169* NAVD 88     -       215.921  (meters)     708.40   (feet)  POSTED    
 MD0169  ___________________________________________________________________
 MD0169  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 MD0169  DYNAMIC HT  -         215.830 (meters)     708.10  (feet)  COMP
 MD0169  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 MD0169
 MD0169  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0169
 MD0169.The horizontal coordinates were scaled from a topographic map and have
 MD0169.an estimated accuracy of +/- 6 seconds.
 MD0169
 MD0169.The orthometric height was determined by differential leveling
 MD0169.and adjusted by the National Geodetic Survey in 1992..
 MD0169.No vertical observational check was made to the station.
 MD0169.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0169.was located on a no-check spur therefore a value was not computed.
 MD0169
 MD0169.The geoid height was determined by GEOID03.
 MD0169
 MD0169.The dynamic height is computed by dividing the NAVD 88
 MD0169.geopotential number by the normal gravity value computed on the
 MD0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0169.degrees latitude (g = 980.6199 gals.).
 MD0169
 MD0169.The modeled gravity was interpolated from observed gravity values.
 MD0169
 MD0169;                    North         East    Units  Estimated Accuracy
 MD0169;SPC OH N     -   182,410.      456,750.      MT  (+/- 180 meters Scaled)
 MD0169
 MD0169                          SUPERSEDED SURVEY CONTROL
 MD0169
 MD0169  NGVD 29 (??/??/92)  216.118  (m)          709.05   (f) ADJ UNCH    2 0
 MD0169
 MD0169.Superseded values are not recommended for survey control.
 MD0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0169.See file dsdata.txt to determine how the superseded data were derived.
 MD0169
 MD0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL335754(NAD 83)
 MD0169_MARKER: DZ = AZIMUTH MARK DISK
 MD0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0169_STAMPING: FILLING 1963
 MD0169_MARK LOGO: CGS   
 MD0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0169+STABILITY: SURFACE MOTION
 MD0169
 MD0169  HISTORY     - Date     Condition        Report By
 MD0169  HISTORY     - 1963     MONUMENTED       CGS
 MD0169
 MD0169                          STATION DESCRIPTION
 MD0169
 MD0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0169'1.7 MI SSW FROM FLORIDA.
 MD0169'THE AZIMUTH MARK IS LOCATED ABOUT 1.6 MILES SOUTH-SOUTHWEST OF
 MD0169'FLORIDA AT THE INTERSECTION OF COUNTY ROAD 18 AND TOWNSHIP ROAD
 MD0169'J.  TO REACH FROM FLORIDA FIRE STATION, DRIVE WEST ON U.S.
 MD0169'HIGHWAY 24 FOR 0.1 MILE, THEN DRIVE SOUTH ON FLORIDA BRIDGE
 MD0169'ROAD FOR 0.2 MILE ACROSS THE MAUMEE RIVER, THEN WEST ON COUNTY
 MD0169'ROAD Z FOR 0.7 MILE AND THEN PROCEED SOUTH ON COUNTY ROAD 18
 MD0169'FOR 1.1 MILES TO THE INTERSECTION OF TOWNSHIP ROAD J WHERE MARK
 MD0169'IS LOCATED.  THE AZIMUTH MARK IS A STANDARD DISK STAMPED FILLING
 MD0169'1963, SET IN A 1 FOOT ROUND CONCRETE MONUMENT WHICH PROJECTS
 MD0169'4 INCHES.  IT IS LOCATED 98.0 FEET WEST OF CENTERLINE OF COUNTY
 MD0169'ROAD 18, 65.0 FEET WEST OF A ROAD SIGN MARKER, 12.0 FEET NORTH
 MD0169'OF CENTERLINE OF TOWNSHIP ROAD J, 2.0 FEET EAST OF A POWER POLE
 MD0169'AND 2.0 FEET WEST OF AN IRON WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0166 ***********************************************************************
 MD0166  DESIGNATION -  FILLING RM 1
 MD0166  PID         -  MD0166
 MD0166  STATE/COUNTY-  OH/HENRY
 MD0166  USGS QUAD   -  FLORIDA (1977)
 MD0166
 MD0166                         *CURRENT SURVEY CONTROL
 MD0166  ___________________________________________________________________
 MD0166* NAD 83(1986)-  41 18 15.     (N)    084 12 38.     (W)     SCALED    
 MD0166* NAVD 88     -       214.180  (meters)     702.69   (feet)  POSTED    
 MD0166  ___________________________________________________________________
 MD0166  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 MD0166  DYNAMIC HT  -         214.090 (meters)     702.39  (feet)  COMP
 MD0166  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 MD0166
 MD0166  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0166
 MD0166.The horizontal coordinates were scaled from a topographic map and have
 MD0166.an estimated accuracy of +/- 6 seconds.
 MD0166
 MD0166.The orthometric height was determined by differential leveling
 MD0166.and adjusted by the National Geodetic Survey in 1992..
 MD0166.No vertical observational check was made to the station.
 MD0166.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0166.was located on a no-check spur therefore a value was not computed.
 MD0166
 MD0166.The geoid height was determined by GEOID03.
 MD0166
 MD0166.The dynamic height is computed by dividing the NAVD 88
 MD0166.geopotential number by the normal gravity value computed on the
 MD0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0166.degrees latitude (g = 980.6199 gals.).
 MD0166
 MD0166.The modeled gravity was interpolated from observed gravity values.
 MD0166
 MD0166;                    North         East    Units  Estimated Accuracy
 MD0166;SPC OH N     -   183,240.      456,760.      MT  (+/- 180 meters Scaled)
 MD0166
 MD0166                          SUPERSEDED SURVEY CONTROL
 MD0166
 MD0166  NGVD 29 (??/??/92)  214.377  (m)          703.34   (f) ADJ UNCH    2 0
 MD0166
 MD0166.Superseded values are not recommended for survey control.
 MD0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0166.See file dsdata.txt to determine how the superseded data were derived.
 MD0166
 MD0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL335762(NAD 83)
 MD0166_MARKER: DR = REFERENCE MARK DISK
 MD0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0166_STAMPING: FILLING NO 1 1963
 MD0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0166+STABILITY: SURFACE MOTION
 MD0166
 MD0166  HISTORY     - Date     Condition        Report By
 MD0166  HISTORY     - 1963     MONUMENTED       CGS
 MD0166
 MD0166                          STATION DESCRIPTION
 MD0166
 MD0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0166'1.4 MI SW FROM FLORIDA.
 MD0166'LOCATED 1.4 MILES SOUTHWEST OF THE FIRE STATION IN FLORIDA.  TO
 MD0166'REACH FROM THE FIRE STATION IN FLORIDA DRIVE WEST 0.1 MILE ON
 MD0166'U.S. HIGHWAY 24 (HIGH STREET) TO THE FLORIDA BRIDGE ROAD, TURN
 MD0166'LEFT AND GO SOUTH ACROSS THE MAUMEE RIVER FOR 0.2 MILE TO COUNTY
 MD0166'ROAD Z, TURN RIGHT AND GO 0.7 MILE WEST ON COUNTY ROAD Z TO
 MD0166'COUNTY ROAD 18, AND THEN CONTINUE 0.6 MILE SOUTH ON COUNTY ROAD
 MD0166'18 TO MARK ON THE FILLING LAND.  IT IS 86.7 FEET NORTHEAST OF
 MD0166'THE CENTER OF CAMERA TARGET FILLING, 24.0 FEET NORTH OF A POWER
 MD0166'POLE AND 17.0 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 18.  A
 MD0166'STANDARD REFERENCE MARK DISK STAMPED FILLING NO 1 1963, SET IN
 MD0166'A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0168 ***********************************************************************
 MD0168  DESIGNATION -  FILLING RM 2
 MD0168  PID         -  MD0168
 MD0168  STATE/COUNTY-  OH/HENRY
 MD0168  USGS QUAD   -  FLORIDA (1977)
 MD0168
 MD0168                         *CURRENT SURVEY CONTROL
 MD0168  ___________________________________________________________________
 MD0168* NAD 83(1986)-  41 18 15.     (N)    084 12 38.     (W)     SCALED    
 MD0168* NAVD 88     -       214.359  (meters)     703.28   (feet)  POSTED    
 MD0168  ___________________________________________________________________
 MD0168  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 MD0168  DYNAMIC HT  -         214.270 (meters)     702.98  (feet)  COMP
 MD0168  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 MD0168
 MD0168  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0168
 MD0168.The horizontal coordinates were scaled from a topographic map and have
 MD0168.an estimated accuracy of +/- 6 seconds.
 MD0168
 MD0168.The orthometric height was determined by differential leveling
 MD0168.and adjusted by the National Geodetic Survey in 1992..
 MD0168.No vertical observational check was made to the station.
 MD0168.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0168.was located on a no-check spur therefore a value was not computed.
 MD0168
 MD0168.The geoid height was determined by GEOID03.
 MD0168
 MD0168.The dynamic height is computed by dividing the NAVD 88
 MD0168.geopotential number by the normal gravity value computed on the
 MD0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0168.degrees latitude (g = 980.6199 gals.).
 MD0168
 MD0168.The modeled gravity was interpolated from observed gravity values.
 MD0168
 MD0168;                    North         East    Units  Estimated Accuracy
 MD0168;SPC OH N     -   183,240.      456,760.      MT  (+/- 180 meters Scaled)
 MD0168
 MD0168                          SUPERSEDED SURVEY CONTROL
 MD0168
 MD0168  NGVD 29 (??/??/92)  214.556  (m)          703.92   (f) ADJ UNCH    2 0
 MD0168
 MD0168.Superseded values are not recommended for survey control.
 MD0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0168.See file dsdata.txt to determine how the superseded data were derived.
 MD0168
 MD0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL335762(NAD 83)
 MD0168_MARKER: DR = REFERENCE MARK DISK
 MD0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0168_STAMPING: FILLING NO 2 1963
 MD0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0168+STABILITY: SURFACE MOTION
 MD0168
 MD0168  HISTORY     - Date     Condition        Report By
 MD0168  HISTORY     - 1963     MONUMENTED       CGS
 MD0168
 MD0168                          STATION DESCRIPTION
 MD0168
 MD0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0168'1.4 MI SW FROM FLORIDA.
 MD0168'LOCATED 1.4 MILES SOUTHWEST OF THE FIRE STATION IN FLORIDA.  TO
 MD0168'REACH FROM THE FIRE STATION IN FLORIDA, DRIVE WEST 0.1 MILE ON
 MD0168'U.S. HIGHWAY 24 (HIGH ST.) TO THE FLORIDA BRIDGE ROAD, TURN
 MD0168'LEFT AND GO SOUTH ACROSS THE MAUMEE RIVER 0.2 MILE TO COUNTY
 MD0168'ROAD Z, TURN RIGHT AND GO 0.7 MILE WEST ON COUNTY ROAD Z TO
 MD0168'COUNTY ROAD 18, AND THEN CONTINUE SOUTH ON COUNTY ROAD 18 0.6
 MD0168'MILE TO MARK ON THE FILLING LAND.  IT IS 96.2 FEET NORTH OF THE
 MD0168'CENTER OF CAMERA TARGET FILLING, 35.0 FEET WEST OF THE CENTERLINE
 MD0168'OF COUNTY ROAD 18, 3.0 FEET NORTH OF A TELEPHONE POLE AND 1.0
 MD0168'FOOT WEST OF A WIRE FENCE.  A STANDARD REFERENCE MARK DISK
 MD0168'STAMPED FILLING NO 2 1963, SET IN A 12 INCH ROUND CONCRETE
 MD0168'MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1361 ***********************************************************************
 MC1361  DESIGNATION -  FINDLAY
 MC1361  PID         -  MC1361
 MC1361  STATE/COUNTY-  OH/HANCOCK
 MC1361  USGS QUAD   -  FINDLAY (1979)
 MC1361
 MC1361                         *CURRENT SURVEY CONTROL
 MC1361  ___________________________________________________________________
 MC1361* NAD 83(1995)-  41 04 30.13026(N)    083 38 59.06451(W)     ADJUSTED  
 MC1361* NAVD 88     -       252.783  (meters)     829.34   (feet)  ADJUSTED  
 MC1361  ___________________________________________________________________
 MC1361  X           -     532,600.102 (meters)                     COMP
 MC1361  Y           -  -4,785,738.701 (meters)                     COMP
 MC1361  Z           -   4,168,851.543 (meters)                     COMP
 MC1361  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 MC1361  ELLIP HEIGHT-         217.40  (meters)          (10/07/05) GPS OBS
 MC1361  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC1361  DYNAMIC HT  -         252.665 (meters)     828.95  (feet)  COMP
 MC1361  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 MC1361
 MC1361  HORZ ORDER  -  FIRST
 MC1361  VERT ORDER  -  FIRST     CLASS II
 MC1361  ELLP ORDER  -  FOURTH    CLASS I
 MC1361
 MC1361.The horizontal coordinates were established by GPS observations
 MC1361.and adjusted by the National Geodetic Survey in April 1998..
 MC1361
 MC1361.The orthometric height was determined by differential leveling
 MC1361.and adjusted by the National Geodetic Survey in January 1994..
 MC1361
 MC1361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1361
 MC1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1361
 MC1361.The ellipsoidal height was determined by GPS observations
 MC1361.and is referenced to NAD 83.
 MC1361
 MC1361.The geoid height was determined by GEOID03.
 MC1361
 MC1361.The dynamic height is computed by dividing the NAVD 88
 MC1361.geopotential number by the normal gravity value computed on the
 MC1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1361.degrees latitude (g = 980.6199 gals.).
 MC1361
 MC1361.The modeled gravity was interpolated from observed gravity values.
 MC1361
 MC1361;                    North         East     Units Scale Factor Converg.
 MC1361;SPC OH N     -   157,030.540   503,384.866   MT  0.99993915   -0 45 19.2
 MC1361;UTM  17      - 4,550,470.211   277,394.731   MT  1.00020992   -1 44 30.2
 MC1361
 MC1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1361!SPC OH N     -   0.99996590  x   0.99993915  =   0.99990505
 MC1361!UTM  17      -   0.99996590  x   1.00020992  =   1.00017581
 MC1361
 MC1361|---------------------------------------------------------------------|
 MC1361| PID    Reference Object                     Distance      Geod. Az  |
 MC1361|                                                           dddmmss.s |
 MC1361| MC1362 FINDLAY OH ST PATROL RAD MAST       344.949 METERS 01325     |
 MC1361| MC1358 BLOOMDALE MUNICIPAL TANK            APPROX.13.3 KM 0374441.3 |
 MC1361| CE6057 FINDLAY RM 1                         39.801 METERS 10232     |
 MC1361| MC1651 FINDLAY RM 3                         14.743 METERS 12809     |
 MC1361| MC1359 RITTER                              APPROX. 8.5 KM 1534426.1 |
 MC1361| MC1363 FINDLAY MUNICIPAL TANK              APPROX. 3.7 KM 1703446.3 |
 MC1361| MC1364 FINDLAY RADIO STA WFIN MAST         APPROX. 7.5 KM 1703613.7 |
 MC1361| MC1360 FINDLAY HANCOCK BLDG CLOCK TWR      APPROX. 4.0 KM 1811953.1 |
 MC1361| MC1367 FINDLAY FINDLAY AIRPORT BEACON      APPROX. 6.2 KM 1951624.7 |
 MC1361| MC1366 FINDLAY GREAT LAKES SUGAR STK       APPROX. 6.0 KM 1991604.0 |
 MC1361| MC1652 FINDLAY RM 2                         40.837 METERS 21445     |
 MC1361| MC1371 HOYTVILLE N BALT GRAIN ELEV         APPROX.17.0 KM 3193944.8 |
 MC1361| MC1368 NORTH BALTIMORE MUNICIPAL TANK      APPROX.11.8 KM 3501251.2 |
 MC1361| MC1653 FINDLAY RM 4                         11.505 METERS 35033     |
 MC1361| AA7355 P 14A                               369.901 METERS 35636     |
 MC1361|---------------------------------------------------------------------|
 MC1361
 MC1361                          SUPERSEDED SURVEY CONTROL
 MC1361
 MC1361  ELLIP H (04/01/98)  217.43   (m)                       GP(       ) 4 1
 MC1361  NAD 83(1986)-  41 04 30.13970(N)    083 38 59.07517(W) AD(       ) 1
 MC1361  NAD 83(1986)-  41 04 30.14084(N)    083 38 59.07495(W) AD(       ) 1
 MC1361  NAD 27      -  41 04 29.94900(N)    083 38 59.32000(W) AD(       ) 1
 MC1361  NAVD 88 (07/20/95)  252.78   (m)          829.3    (f) LEVELING    3  
 MC1361
 MC1361.Superseded values are not recommended for survey control.
 MC1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1361.See file dsdata.txt to determine how the superseded data were derived.
 MC1361
 MC1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7739550470(NAD 83)
 MC1361_MARKER: DD = SURVEY DISK
 MC1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1361_SP_SET: CONCRETE POST
 MC1361_STAMPING: FINDLAY 1943
 MC1361_MARK LOGO: CGS   
 MC1361_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1361+STABILITY: SURFACE MOTION
 MC1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1361+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 MC1361
 MC1361  HISTORY     - Date     Condition        Report By
 MC1361  HISTORY     - 1943     MONUMENTED       CGS
 MC1361  HISTORY     - 1943     GOOD             CGS
 MC1361  HISTORY     - 1954     SEE DESCRIPTION  PAS
 MC1361  HISTORY     - 1968     GOOD             CGS
 MC1361  HISTORY     - 19930713 GOOD             NGS
 MC1361  HISTORY     - 19940922 GOOD             OH-063
 MC1361
 MC1361                          STATION DESCRIPTION
 MC1361
 MC1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1361'STATION IS LOCATED IN N FINDLAY AT THE NE ANGLE OF THE INTERSECTION
 MC1361'OF BELL AND N MAIN STREETS.  THE
 MC1361'MARK IS IN THE SW CORNER OF AN ORCHARD, 51 FEET E OF
 MC1361'THE CENTER LINE OF N MAIN STREET
 MC1361'(U.S. HIGHWAY 25), 26 FEET N OF AN
 MC1361'E-W FENCE, 6 FEET NE OF A STANDARD REFERENCE POST
 MC1361'AND 4.0 FEET E OF
 MC1361'A N-S FENCE.  THE DISK IS STAMPED FINDLAY 1943 AND IS SET FLUSH
 MC1361'WITH THE SURFACE
 MC1361'OF THE GROUND.
 MC1361'
 MC1361'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MC1361'DISKS SET IN
 MC1361'CONCRETE.
 MC1361'
 MC1361'REFERENCE MARK 1 IS 130.58 FEET E OF THE STATION.  IT IS IN
 MC1361'THE E-W FENCELINE
 MC1361'AND 18.0 FEET N OF THE CENTER LINE OF BELL STREET.
 MC1361'THE DISK IS STAMPED FINDLAY NO 1
 MC1361'1943.
 MC1361'
 MC1361'REFERENCE MARK 2 IS 134.14 FEET SW OF THE STATION ON THE W
 MC1361'SIDE OF N MAIN
 MC1361'STREET.  IT IS BETWEEN THE CURB AND A BRICK PILLAR
 MC1361'WHICH MARKS A PROPERTY LINE.  THE
 MC1361'DISK IS STAMPED FINDLAY NO 2
 MC1361'1943.
 MC1361'
 MC1361'NO SUITABLE SITE WAS AVAILABLE FOR AN AZIMUTH MARK.
 MC1361'
 MC1361'TO REACH THE STATION FROM THE COURTHOUSE IN CENTRAL FINDLAY,
 MC1361'GO N ON MAIN
 MC1361'STREET TO BELL STREET (ABOUT 1.5 MILES) AND THE STATION
 MC1361'ON THE RIGHT AS DESCRIBED.
 MC1361'
 MC1361'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MC1361
 MC1361                          STATION RECOVERY (1943)
 MC1361
 MC1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 MC1361'RECOVERED IN GOOD CONDITION.
 MC1361
 MC1361                          STATION RECOVERY (1954)
 MC1361
 MC1361'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1954 (EB)
 MC1361'STATION STAMPED FINDLAY 1943 RECOVERED IN EXCELLENT CONDITION.  IT IS
 MC1361'IN FINDLAY, 51 FT. E OF THE
 MC1361'CENTERLINE OF NORTH MAIN STREET (U.S. HIGHWAYS 25
 MC1361'AND 68), 54 FT. N OF THE
 MC1361'CENTERLINE OF BELL STREET, 69 FT. S OF A
 MC1361'60-IN. ELM TREE, 5.4 FT. E OF THE E EDGE OF
 MC1361'A N-S SIDEWALK, AND
 MC1361'29.0 FT. N OF THE N EDGE OF AN E-W SIDEWALK.  MARK IS ABOUT 2
 MC1361'IN.  BELOW THE
 MC1361'SURFACE OF THE GROUND.  THE ORCHARD, N-S FENCE, AND E-W
 MC1361'FENCE MENTIONED IN THE
 MC1361'ORIGINAL DESCRIPTION NO LONGER REMAIN, AND
 MC1361'WHERE THE ORCHARD STOOD IS NOW A LAWN.
 MC1361
 MC1361                          STATION RECOVERY (1968)
 MC1361
 MC1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MC1361'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 MC1361'REFERENCE MARK 1 WAS FOUND UPROOTED BY THE HANCOCK COUNTY ENGINEER
 MC1361'AND THE DISK WAS SALVAGED.  AN ERROR WAS FOUND IN THE DISTANCE TO
 MC1361'REFERENCE MARK 2.  SINCE REFERENCE MARK 2 IS UNDERGROUND 2
 MC1361'INCHES REFERENCE MARKS 3 AND 4 WERE SET.  NOTHING VISIBLE AT
 MC1361'THIS TIME TO SET AN AZIMUTH MARK FROM.  A NEW DESCRIPTION
 MC1361'FOLLOWS.
 MC1361'
 MC1361'IN THE NORTH EDGE OF FINDLAY, IN THE NORTHEAST ANGLE OF AN
 MC1361'INTERSECTION FORMED BY N MAIN STREET AND BELL AVE., 51 FEET NORTH OF
 MC1361'THE CENTERLINE OF BELL AVE, 49 FEET EAST OF THE CENTERLINE OF N
 MC1361'MAIN STREET, 35 FEET NORTH OF A FIRE HYDRANT, 29 FEET NORTH OF THE
 MC1361'NORTH EDGE OF AN EAST-WEST SIDEWALK, 29 FEET SOUTHEAST OF A POWER
 MC1361'POLE, 16 FEET NORTHEAST OF A 12 INCH MAPLE TREE AND 5.4 FEET EAST
 MC1361'OF THE EAST EDGE OF A NORTH-SOUTH SIDEWALK.  THE MONUMENT IS 2
 MC1361'INCHES UNDERGROUND AND IN THE SOUTHWEST CORNER OF A LAWN OF THE
 MC1361'JUDSON PALMER HOME.  THE DISK IS STAMPED FINDLAY 1943.
 MC1361'
 MC1361'REFERENCE MARK 2 IS 39 FEET SOUTH OF A TELEPHONE POLE, 26 FEET WEST
 MC1361'OF THE CENTERLINE OF THE STREET, 17 FEET SOUTH OF THE CENTERLINE
 MC1361'OF A DRIVEWAY WEST, 13 FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH
 MC1361'SIDEWALK, 7 FEET SOUTHEAST OF A 10 INCH MAPLE TREE AND 5 FEET EAST
 MC1361'OF A 3 X 3 FOOT BRICK PROPERTY LINE POST WHICH PROJECTS 5-1/2 FEET.
 MC1361'THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED FINDLAY
 MC1361'NO 2 1943.
 MC1361'
 MC1361'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FINDLAY 1943 NO 3 1968
 MC1361'SET IN A DRILL HOLE IN THE EAST-WEST SIDEWALK, 88 FEET EAST OF THE
 MC1361'CENTERLINE OF N MAIN STREET, 36 FEET EAST OF THE FIRE HYDRANT, 18
 MC1361'FEET NORTH OF THE CENTERLINE OF BELL AVE., 12 FEET SOUTHWEST OF A
 MC1361'12 INCH MAPLE TREE AND 6 INCHES SOUTH OF THE NORTH EDGE OF THE
 MC1361'CONCRETE SIDEWALK.
 MC1361'
 MC1361'REFERENCE MARK 4 IS A STANDARD DISK STAMPED FINDLAY 1943 NO 4 1968
 MC1361'SET IN A DRILL HOLE IN THE CONCRETE NORTH-SOUTH SIDEWALK, 86 FEET
 MC1361'NORTH OF THE CENTERLINE OF BELL AVE., 48 FEET EAST OF THE
 MC1361'CENTERLINE OF N MAIN STREET, 22 FEET NORTHEAST OF A POWER POLE, 10
 MC1361'FEET NORTHEAST OF A 14 INCH MAPLE TREE AND 0.7 FOOT WEST OF THE EAST
 MC1361'EDGE OF THE SIDEWALK.
 MC1361'
 MC1361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FINDLAY.
 MC1361'
 MC1361'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MC1361
 MC1361                          STATION RECOVERY (1993)
 MC1361
 MC1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC1361'IN FINDLAY, AT THE INTERSECTION OF MAIN STREET AND BELL AVENUE, 16.7
 MC1361'M (54.8 FT) NORTH OF THE CENTER OF THE AVENUE, 15.3 M (50.2 FT) EAST
 MC1361'OF THE CENTERLINE OF THE STREET, 9.1 M (29.9 FT) SOUTHEAST OF A
 MC1361'UTILITY POLE, 4.1 M (13.5 FT) NORTH-NORTHEAST OF A FENCE CORNER WITH
 MC1361'A SIGN ATTACHED (THE JUDSON PALMER HOME), AND THE MONUMENT IS
 MC1361'RECESSED 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.  NOTE--THE MARK
 MC1361'IS ON PROPERTY OWNED BY THE JUDSON PALMER HOME, 2911 NORTH MAIN
 MC1361'STREET, FINDLAY, OHIO 45840, TELEPHONE NUMBER (419) 422-9656.
 MC1361
 MC1361                          STATION RECOVERY (1994)
 MC1361
 MC1361'RECOVERY NOTE BY HANCOCK COUNTY OHIO 1994 (TM)
 MC1361'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1367 ***********************************************************************
 MC1367  DESIGNATION -  FINDLAY FINDLAY AIRPORT BEACON
 MC1367  PID         -  MC1367
 MC1367  STATE/COUNTY-  OH/HANCOCK
 MC1367  USGS QUAD   -  FINDLAY (1979)
 MC1367
 MC1367                         *CURRENT SURVEY CONTROL
 MC1367  ___________________________________________________________________
 MC1367* NAD 83(1995)-  41 01 16.45005(N)    083 40 08.89570(W)     ADJUSTED  
 MC1367* NAVD 88     -                                                        
 MC1367  ___________________________________________________________________
 MC1367  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 MC1367  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC1367
 MC1367  HORZ ORDER  -  THIRD
 MC1367
 MC1367.This mark is at Findlay Airport (FDY)
 MC1367
 MC1367.The horizontal coordinates were established by classical geodetic methods
 MC1367.and adjusted by the National Geodetic Survey in April 1998..
 MC1367
 MC1367
 MC1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1367
 MC1367.The geoid height was determined by GEOID03.
 MC1367
 MC1367;                    North         East     Units Scale Factor Converg.
 MC1367;SPC OH N     -   151,078.352   501,674.859   MT  0.99993947   -0 46 05.0
 MC1367;UTM  17      - 4,544,546.681   275,582.107   MT  1.00021990   -1 45 09.3
 MC1367
 MC1367                          SUPERSEDED SURVEY CONTROL
 MC1367
 MC1367  NAD 83(1986)-  41 01 16.45982(N)    083 40 08.90686(W) AD(       ) 4
 MC1367  NAD 27      -  41 01 16.26900(N)    083 40 09.14900(W) AD(       ) 3
 MC1367
 MC1367.Superseded values are not recommended for survey control.
 MC1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1367.See file dsdata.txt to determine how the superseded data were derived.
 MC1367
 MC1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7558244547(NAD 83)
 MC1367_MARKER: 21 = AIRPORT BEACON
 MC1367
 MC1367  HISTORY     - Date     Condition        Report By
 MC1367  HISTORY     - 1943     FIRST OBSERVED   CGS
 MC1367  HISTORY     - 1960     GOOD             CGS
 MC1367  HISTORY     - 1983     GOOD             USPSQD
 MC1367  HISTORY     - 1984     GOOD             USPSQD
 MC1367
 MC1367                          STATION DESCRIPTION
 MC1367
 MC1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1367'STATION IS LOCATED ON THE W SIDE OF THE FINDLAY AIRPORT
 MC1367'AND ON THE E SIDE
 MC1367'OF U.S. HIGHWAY 25 IN THE CITY OF FINDLAY.  IT
 MC1367'IS A STANDARD AIRWAY BEACON, 60 FEET
 MC1367'HIGH, PAINTED RED AND WHITE
 MC1367'AND ON LAND OWNED BY THE FINDLAY AIRPORT COMPANY.  THE
 MC1367'POINT OBSERVED ON
 MC1367'WAS THE CENTER OF THE LIGHT OF THE BEACON.
 MC1367'
 MC1367'TO REACH FROM THE COURTHOUSE IN THE CITY OF FINDLAY GO S AND
 MC1367'FOLLOW U.S.
 MC1367'HIGHWAY 25 FOR 1.7 MILES TO BEACON ON THE LEFT.
 MC1367'
 MC1367'THIS IS AN INTERSECTION STATION.
 MC1367
 MC1367                          STATION RECOVERY (1960)
 MC1367
 MC1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 MC1367'STATION RECOVERED AS DESCRIBED.  THE FAA STATES THAT THE BEACON HAS
 MC1367'NOT BEEN MOVED SINCE 1943.
 MC1367
 MC1367                          STATION RECOVERY (1983)
 MC1367
 MC1367'RECOVERY NOTE BY US POWER SQUADRON 1983 (BGN)
 MC1367'STATION RECOVERED OK.
 MC1367
 MC1367                          STATION RECOVERY (1984)
 MC1367
 MC1367'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1367'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1360 ***********************************************************************
 MC1360  DESIGNATION -  FINDLAY HANCOCK BLDG CLOCK TWR
 MC1360  PID         -  MC1360
 MC1360  STATE/COUNTY-  OH/HANCOCK
 MC1360  USGS QUAD   -  FINDLAY (1979)
 MC1360
 MC1360                         *CURRENT SURVEY CONTROL
 MC1360  ___________________________________________________________________
 MC1360* NAD 83(1995)-  41 02 19.72938(N)    083 39 03.06734(W)     ADJUSTED  
 MC1360* NAVD 88     -                                                        
 MC1360  ___________________________________________________________________
 MC1360  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 MC1360  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC1360
 MC1360  HORZ ORDER  -  THIRD
 MC1360
 MC1360.The horizontal coordinates were established by classical geodetic methods
 MC1360.and adjusted by the National Geodetic Survey in April 1998..
 MC1360
 MC1360
 MC1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1360
 MC1360.The geoid height was determined by GEOID03.
 MC1360
 MC1360;                    North         East     Units Scale Factor Converg.
 MC1360;SPC OH N     -   153,009.681   503,238.360   MT  0.99993927   -0 45 21.8
 MC1360;UTM  17      - 4,546,451.377   277,179.012   MT  1.00021111   -1 44 28.3
 MC1360
 MC1360                          SUPERSEDED SURVEY CONTROL
 MC1360
 MC1360  NAD 83(1986)-  41 02 19.73961(N)    083 39 03.07794(W) AD(       ) 4
 MC1360  NAD 27      -  41 02 19.54900(N)    083 39 03.32300(W) AD(       ) 3
 MC1360
 MC1360.Superseded values are not recommended for survey control.
 MC1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1360.See file dsdata.txt to determine how the superseded data were derived.
 MC1360
 MC1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7717946451(NAD 83)
 MC1360
 MC1360  HISTORY     - Date     Condition        Report By
 MC1360  HISTORY     - 1943     MONUMENTED       CGS
 MC1360  HISTORY     - 1960     GOOD             CGS
 MC1360
 MC1360                          STATION DESCRIPTION
 MC1360
 MC1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1360'STATION IS LOCATED ON THE SW CORNER OF S MAIN
 MC1360'STREET AND W MAIN
 MC1360'CROSS STREET IN THE CITY OF FINDLAY.  IT IS A
 MC1360'LARGE STONE BUILDING WITH A CLOCK
 MC1360'TOWER ON THE TOP.  THE CLOCK
 MC1360'TOWER HAS A CLOCK ON ALL 4 SIDES AND A STATUE ON THE
 MC1360'TOP.  THE
 MC1360'POINT OBSERVED ON WAS THE HEAD OF THE STATUE.
 MC1360'
 MC1360'THIS IS AN INTERSECTION STATION.
 MC1360
 MC1360                          STATION RECOVERY (1960)
 MC1360
 MC1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 MC1360'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1363 ***********************************************************************
 MC1363  DESIGNATION -  FINDLAY MUNICIPAL TANK
 MC1363  PID         -  MC1363
 MC1363  STATE/COUNTY-  OH/HANCOCK
 MC1363  USGS QUAD   -  FINDLAY (1979)
 MC1363
 MC1363                         *CURRENT SURVEY CONTROL
 MC1363  ___________________________________________________________________
 MC1363* NAD 83(1995)-  41 02 30.52436(N)    083 38 32.85413(W)     ADJUSTED  
 MC1363* NAVD 88     -                                                        
 MC1363  ___________________________________________________________________
 MC1363  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 MC1363  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 MC1363
 MC1363  HORZ ORDER  -  THIRD
 MC1363
 MC1363.The horizontal coordinates were established by classical geodetic methods
 MC1363.and adjusted by the National Geodetic Survey in April 1998..
 MC1363
 MC1363
 MC1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1363
 MC1363.The geoid height was determined by GEOID03.
 MC1363
 MC1363;                    North         East     Units Scale Factor Converg.
 MC1363;SPC OH N     -   153,333.364   503,948.313   MT  0.99993924   -0 45 01.9
 MC1363;UTM  17      - 4,546,762.890   277,894.619   MT  1.00020719   -1 44 08.8
 MC1363
 MC1363                          SUPERSEDED SURVEY CONTROL
 MC1363
 MC1363  NAD 83(1986)-  41 02 30.53453(N)    083 38 32.86462(W) AD(       ) 4
 MC1363  NAD 27      -  41 02 30.34000(N)    083 38 33.11200(W) AD(       ) 3
 MC1363
 MC1363.Superseded values are not recommended for survey control.
 MC1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1363.See file dsdata.txt to determine how the superseded data were derived.
 MC1363
 MC1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7789546763(NAD 83)
 MC1363_MARKER: 51 = TANK
 MC1363
 MC1363  HISTORY     - Date     Condition        Report By
 MC1363  HISTORY     - 1943     FIRST OBSERVED   CGS
 MC1363  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1363
 MC1363                          STATION DESCRIPTION
 MC1363
 MC1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1363'STATION IS LOCATED ON THE W SIDE OF N BLANCHARD
 MC1363'STREET BETWEEN E
 MC1363'MAIN CROSS STREET AND CLINTON COURT IN THE CITY
 MC1363'OF FINDLAY.  IT IS A 10-LEGGED
 MC1363'STEEL WATER TANK, ABOUT 125 FEET
 MC1363'HIGH AND PAINTED SILVER.  THE POINT OBSERVED ON
 MC1363'WAS THE SMALL BALL
 MC1363'ON TOP OF THE TANK.
 MC1363'
 MC1363'THIS IS AN INTERSECTION STATION.
 MC1363
 MC1363                          STATION RECOVERY (1984)
 MC1363
 MC1363'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1363'STATION FOUND GONE.
 MC1363'
 MC1363'TORN DOWN MID JUNE 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1362 ***********************************************************************
 MC1362  DESIGNATION -  FINDLAY OH ST PATROL RAD MAST
 MC1362  PID         -  MC1362
 MC1362  STATE/COUNTY-  OH/HANCOCK
 MC1362  USGS QUAD   -  FINDLAY (1979)
 MC1362
 MC1362                         *CURRENT SURVEY CONTROL
 MC1362  ___________________________________________________________________
 MC1362* NAD 83(1995)-  41 04 41.00670(N)    083 38 55.63387(W)     ADJUSTED  
 MC1362* NAVD 88     -                                                        
 MC1362  ___________________________________________________________________
 MC1362  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 MC1362  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC1362
 MC1362  HORZ ORDER  -  THIRD
 MC1362
 MC1362.The horizontal coordinates were established by classical geodetic methods
 MC1362.and adjusted by the National Geodetic Survey in April 1998..
 MC1362
 MC1362
 MC1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1362
 MC1362.The geoid height was determined by GEOID03.
 MC1362
 MC1362;                    North         East     Units Scale Factor Converg.
 MC1362;SPC OH N     -   157,364.959   503,469.360   MT  0.99993916   -0 45 16.9
 MC1362;UTM  17      - 4,550,803.216   277,484.993   MT  1.00020942   -1 44 28.3
 MC1362
 MC1362                          SUPERSEDED SURVEY CONTROL
 MC1362
 MC1362  NAD 83(1986)-  41 04 41.01643(N)    083 38 55.64467(W) AD(       ) 4
 MC1362  NAD 27      -  41 04 40.82500(N)    083 38 55.88900(W) AD(       ) 3
 MC1362
 MC1362.Superseded values are not recommended for survey control.
 MC1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1362.See file dsdata.txt to determine how the superseded data were derived.
 MC1362
 MC1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7748550803(NAD 83)
 MC1362_MARKER: 42 = RADIO/TV MAST
 MC1362
 MC1362  HISTORY     - Date     Condition        Report By
 MC1362  HISTORY     - 1943     FIRST OBSERVED   CGS
 MC1362  HISTORY     - 1983     GOOD             USPSQD
 MC1362
 MC1362                          STATION DESCRIPTION
 MC1362
 MC1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1362'STATION IS LOCATED ON THE N EDGE OF THE CITY OF
 MC1362'FINDLAY AND ON THE
 MC1362'E SIDE OF U.S. HIGHWAY 25, 2.75 MILES N OF THE
 MC1362'HANCOCK COUNTY BUILDING.  IT IS A
 MC1362'4-LEGGED STEEL RADIO TOWER,
 MC1362'PAINTED RED AND WHITE WITH RED FLASHER LIGHTS ON THE
 MC1362'SIDES AND TOP
 MC1362'OF THE TOWER.  THE POINT OBSERVED ON WAS THE RED LIGHT ON TOP OF
 MC1362'THE TOWER.
 MC1362'
 MC1362'THIS IS AN INTERSECTION STATION.
 MC1362
 MC1362                          STATION RECOVERY (1983)
 MC1362
 MC1362'RECOVERY NOTE BY US POWER SQUADRON 1983 (BGN)
 MC1362'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1364 ***********************************************************************
 MC1364  DESIGNATION -  FINDLAY RADIO STA WFIN MAST
 MC1364  PID         -  MC1364
 MC1364  STATE/COUNTY-  OH/HANCOCK
 MC1364  USGS QUAD   -  FINDLAY (1979)
 MC1364
 MC1364                         *CURRENT SURVEY CONTROL
 MC1364  ___________________________________________________________________
 MC1364* NAD 83(1995)-  41 00 31.25444(N)    083 38 06.88140(W)     ADJUSTED  
 MC1364* NAVD 88     -                                                        
 MC1364  ___________________________________________________________________
 MC1364  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 MC1364  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 MC1364
 MC1364  HORZ ORDER  -  THIRD
 MC1364
 MC1364.The horizontal coordinates were established by classical geodetic methods
 MC1364.and adjusted by the National Geodetic Survey in April 1998..
 MC1364
 MC1364
 MC1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1364
 MC1364.The geoid height was determined by GEOID03.
 MC1364
 MC1364;                    North         East     Units Scale Factor Converg.
 MC1364;SPC OH N     -   149,646.686   504,506.958   MT  0.99993967   -0 44 44.9
 MC1364;UTM  17      - 4,543,066.172   278,389.960   MT  1.00020449   -1 43 47.6
 MC1364
 MC1364                          SUPERSEDED SURVEY CONTROL
 MC1364
 MC1364  NAD 83(1986)-  41 00 31.26460(N)    083 38 06.89192(W) AD(       ) 4
 MC1364  NAD 27      -  41 00 31.07000(N)    083 38 07.14100(W) AD(       ) 3
 MC1364
 MC1364.Superseded values are not recommended for survey control.
 MC1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1364.See file dsdata.txt to determine how the superseded data were derived.
 MC1364
 MC1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7839043066(NAD 83)
 MC1364
 MC1364  HISTORY     - Date     Condition        Report By
 MC1364  HISTORY     - 1943     MONUMENTED       CGS
 MC1364
 MC1364                          STATION DESCRIPTION
 MC1364
 MC1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1364'STATION IS LOCATED ABOUT 1.5 MILES SE OF FINDLAY.  IT IS A
 MC1364'PENCIL-TYPE RADIO
 MC1364'MAST, PAINTED RED AND WHITE AND ABOUT 200 FEET
 MC1364'HIGH WITH A RED FLASHER LIGHT ON THE
 MC1364'TOP.  THE POINT OBSERVED ON
 MC1364'WAS THE RED LIGHT ON TOP OF THE MAST.
 MC1364'
 MC1364'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 37 (E LINCOLN
 MC1364'AVENUE) AND S MAIN
 MC1364'STREET IN THE CITY OF FINDLAY, GO E ON STATE
 MC1364'HIGHWAY 37 FOR 1.2 MILES TO A T-ROAD
 MC1364'RIGHT, TURN RIGHT AND GO 0.35
 MC1364'MILE TO A CROSS ROAD, CONTINUE STRAIGHT AHEAD 1.0 MILE
 MC1364'TO CROSS
 MC1364'ROAD AND RADIO MAST ON THE NW CORNER.
 MC1364'
 MC1364'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1652 ***********************************************************************
 MC1652  DESIGNATION -  FINDLAY RM 2
 MC1652  PID         -  MC1652
 MC1652  STATE/COUNTY-  OH/HANCOCK
 MC1652  USGS QUAD   -  FINDLAY (1979)
 MC1652
 MC1652                         *CURRENT SURVEY CONTROL
 MC1652  ___________________________________________________________________
 MC1652* NAD 83(1986)-  41 04 29.     (N)    083 38 59.     (W)     SCALED    
 MC1652* NAVD 88     -       252.967  (meters)     829.94   (feet)  ADJUSTED  
 MC1652  ___________________________________________________________________
 MC1652  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC1652  DYNAMIC HT  -         252.849 (meters)     829.56  (feet)  COMP
 MC1652  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 MC1652
 MC1652  VERT ORDER  -  FIRST     CLASS II
 MC1652
 MC1652.The horizontal coordinates were scaled from a topographic map and have
 MC1652.an estimated accuracy of +/- 6 seconds.
 MC1652
 MC1652.The orthometric height was determined by differential leveling
 MC1652.and adjusted by the National Geodetic Survey in January 1994..
 MC1652
 MC1652.The geoid height was determined by GEOID03.
 MC1652
 MC1652.The dynamic height is computed by dividing the NAVD 88
 MC1652.geopotential number by the normal gravity value computed on the
 MC1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1652.degrees latitude (g = 980.6199 gals.).
 MC1652
 MC1652.The modeled gravity was interpolated from observed gravity values.
 MC1652
 MC1652;                    North         East    Units  Estimated Accuracy
 MC1652;SPC OH N     -   157,000.      503,390.      MT  (+/- 180 meters Scaled)
 MC1652
 MC1652                          SUPERSEDED SURVEY CONTROL
 MC1652
 MC1652.No superseded survey control is available for this station.
 MC1652
 MC1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF773504(NAD 83)
 MC1652_MARKER: DR = REFERENCE MARK DISK
 MC1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1652_SP_SET: CONCRETE POST
 MC1652_STAMPING: FINDLAY NO 2 1943
 MC1652_MARK LOGO: CGS   
 MC1652_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1652+STABILITY: SURFACE MOTION
 MC1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1652+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1993
 MC1652
 MC1652  HISTORY     - Date     Condition        Report By
 MC1652  HISTORY     - 1943     MONUMENTED       CGS
 MC1652  HISTORY     - 19930713 GOOD             NGS
 MC1652
 MC1652                          STATION DESCRIPTION
 MC1652
 MC1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1652'IN FINDLAY, AT THE INTERSECTION OF MAIN STREET AND BELL AVENUE, 16.4
 MC1652'M (53.8 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE STREET, 8.3
 MC1652'M (27.2 FT) SOUTH OF THE EXTENDED CENTER OF THE AVENUE, 5.3 M (17.4
 MC1652'FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO HOUSE NUMBER 2824,
 MC1652'1.6 M (5.2 FT) EAST OF A 3 BY 3-FOOT BRICK POST, 0.4 M (1.3 FT) WEST
 MC1652'OF THE WEST CURB OF THE STREET, AND THE MONUMENT IS RECESSED 0.1 M
 MC1652'(0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1651 ***********************************************************************
 MC1651  DESIGNATION -  FINDLAY RM 3
 MC1651  PID         -  MC1651
 MC1651  STATE/COUNTY-  OH/HANCOCK
 MC1651  USGS QUAD   -  FINDLAY (1979)
 MC1651
 MC1651                         *CURRENT SURVEY CONTROL
 MC1651  ___________________________________________________________________
 MC1651* NAD 83(1986)-  41 04 29.     (N)    083 38 59.     (W)     SCALED    
 MC1651* NAVD 88     -       252.894  (meters)     829.70   (feet)  ADJUSTED  
 MC1651  ___________________________________________________________________
 MC1651  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC1651  DYNAMIC HT  -         252.776 (meters)     829.32  (feet)  COMP
 MC1651  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 MC1651
 MC1651  VERT ORDER  -  FIRST     CLASS II
 MC1651
 MC1651.The horizontal coordinates were scaled from a topographic map and have
 MC1651.an estimated accuracy of +/- 6 seconds.
 MC1651
 MC1651.The orthometric height was determined by differential leveling
 MC1651.and adjusted by the National Geodetic Survey in January 1994..
 MC1651
 MC1651.The geoid height was determined by GEOID03.
 MC1651
 MC1651.The dynamic height is computed by dividing the NAVD 88
 MC1651.geopotential number by the normal gravity value computed on the
 MC1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1651.degrees latitude (g = 980.6199 gals.).
 MC1651
 MC1651.The modeled gravity was interpolated from observed gravity values.
 MC1651
 MC1651;                    North         East    Units  Estimated Accuracy
 MC1651;SPC OH N     -   157,000.      503,390.      MT  (+/- 180 meters Scaled)
 MC1651
 MC1651                          SUPERSEDED SURVEY CONTROL
 MC1651
 MC1651.No superseded survey control is available for this station.
 MC1651
 MC1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF773504(NAD 83)
 MC1651_MARKER: DR = REFERENCE MARK DISK
 MC1651_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MC1651_SP_SET: SIDEWALK
 MC1651_STAMPING: FINDLAY 1943 NO 3 1968
 MC1651_MARK LOGO: CGS   
 MC1651_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1651+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1993
 MC1651
 MC1651  HISTORY     - Date     Condition        Report By
 MC1651  HISTORY     - 1968     MONUMENTED       CGS
 MC1651  HISTORY     - 19930713 GOOD             NGS
 MC1651
 MC1651                          STATION DESCRIPTION
 MC1651
 MC1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1651'IN FINDLAY, AT THE INTERSECTION OF MAIN STREET AND BELL AVENUE, IN A
 MC1651'CONCRETE SIDEWALK ALONG THE NORTH SIDE OF THE AVENUE, 26.8 M (87.9
 MC1651'FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE STREET, 14.9 M (48.9
 MC1651'FT) SOUTHEAST OF TRIANGULATION STATION FINDLAY, 5.8 M (19.0 FT) NORTH
 MC1651'OF THE CENTER OF THE AVENUE, 4.1 M (13.5 FT) SOUTHWEST OF A 20-INCH
 MC1651'MAPLE TREE, AND 0.15 M (0.49 FT) SOUTH OF THE NORTH EDGE OF THE
 MC1651'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1653 ***********************************************************************
 MC1653  DESIGNATION -  FINDLAY RM 4
 MC1653  PID         -  MC1653
 MC1653  STATE/COUNTY-  OH/HANCOCK
 MC1653  USGS QUAD   -  FINDLAY (1979)
 MC1653
 MC1653                         *CURRENT SURVEY CONTROL
 MC1653  ___________________________________________________________________
 MC1653* NAD 83(1986)-  41 04 29.     (N)    083 38 59.     (W)     SCALED    
 MC1653* NAVD 88     -       252.649  (meters)     828.90   (feet)  ADJUSTED  
 MC1653  ___________________________________________________________________
 MC1653  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC1653  DYNAMIC HT  -         252.530 (meters)     828.51  (feet)  COMP
 MC1653  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 MC1653
 MC1653  VERT ORDER  -  FIRST     CLASS II
 MC1653
 MC1653.The horizontal coordinates were scaled from a topographic map and have
 MC1653.an estimated accuracy of +/- 6 seconds.
 MC1653
 MC1653.The orthometric height was determined by differential leveling
 MC1653.and adjusted by the National Geodetic Survey in January 1994..
 MC1653
 MC1653.The geoid height was determined by GEOID03.
 MC1653
 MC1653.The dynamic height is computed by dividing the NAVD 88
 MC1653.geopotential number by the normal gravity value computed on the
 MC1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1653.degrees latitude (g = 980.6199 gals.).
 MC1653
 MC1653.The modeled gravity was interpolated from observed gravity values.
 MC1653
 MC1653;                    North         East    Units  Estimated Accuracy
 MC1653;SPC OH N     -   157,000.      503,390.      MT  (+/- 180 meters Scaled)
 MC1653
 MC1653                          SUPERSEDED SURVEY CONTROL
 MC1653
 MC1653.No superseded survey control is available for this station.
 MC1653
 MC1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF773504(NAD 83)
 MC1653_MARKER: DR = REFERENCE MARK DISK
 MC1653_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MC1653_SP_SET: SIDEWALK
 MC1653_STAMPING: FINDLAY 1943 NO 4 1968
 MC1653_MARK LOGO: CGS   
 MC1653_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1653+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1993
 MC1653
 MC1653  HISTORY     - Date     Condition        Report By
 MC1653  HISTORY     - 1968     MONUMENTED       CGS
 MC1653  HISTORY     - 19930713 GOOD             NGS
 MC1653
 MC1653                          STATION DESCRIPTION
 MC1653
 MC1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1653'IN FINDLAY, AT THE INTERSECTION OF MAIN STREET AND BELL AVENUE, IN A
 MC1653'CONCRETE SIDEWALK ALONG THE EAST SIDE OF THE STREET, 27.1 M (88.9 FT)
 MC1653'NORTH OF THE CENTER OF THE AVENUE, 15.4 M (50.5 FT) EAST OF AND LEVEL
 MC1653'WITH THE CENTERLINE OF THE STREET, 11.6 M (38.1 FT) NORTH OF
 MC1653'TRIANGULATION STATION FINDLAY, 7.1 M (23.3 FT) NORTHEAST OF A UTILITY
 MC1653'POLE, AND 0.7 M (2.3 FT) WEST OF THE EAST EDGE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1550 ***********************************************************************
 MC1550  SACS        -  This is a Secondary Airport Control Station.
 MC1550  DESIGNATION -  FINPORT
 MC1550  PID         -  MC1550
 MC1550  STATE/COUNTY-  OH/HANCOCK
 MC1550  USGS QUAD   -  FINDLAY (1979)
 MC1550
 MC1550                         *CURRENT SURVEY CONTROL
 MC1550  ___________________________________________________________________
 MC1550* NAD 83(1995)-  41 00 59.07101(N)    083 40 02.83442(W)     ADJUSTED  
 MC1550* NAVD 88     -       246.49   (meters)     808.7    (feet)  GPS OBS   
 MC1550  ___________________________________________________________________
 MC1550  X           -     531,591.558 (meters)                     COMP
 MC1550  Y           -  -4,790,147.889 (meters)                     COMP
 MC1550  Z           -   4,163,936.820 (meters)                     COMP
 MC1550  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 MC1550  ELLIP HEIGHT-         211.08  (meters)          (10/07/05) GPS OBS
 MC1550  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC1550
 MC1550  HORZ ORDER  -  FIRST
 MC1550  ELLP ORDER  -  FOURTH    CLASS II
 MC1550
 MC1550.This mark is at Findlay Airport (FDY)
 MC1550
 MC1550.The horizontal coordinates were established by GPS observations
 MC1550.and adjusted by the National Geodetic Survey in July 1997..
 MC1550
 MC1550.The orthometric height was determined by GPS observations and a
 MC1550.high-resolution geoid model.
 MC1550
 MC1550.GPS derived orthometric heights for airport stations designated as
 MC1550.PACS or SACS are published to 2 decimal places.  This maintains
 MC1550.centimeter relative accuracy between the PACS and SACS.  It does
 MC1550.not indicate centimeter accuracy relative to other marks which are
 MC1550.part of the NAVD 88 network.
 MC1550
 MC1550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1550
 MC1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1550
 MC1550.The ellipsoidal height was determined by GPS observations
 MC1550.and is referenced to NAD 83.
 MC1550
 MC1550.The geoid height was determined by GEOID03.
 MC1550
 MC1550;                    North         East     Units Scale Factor Converg.
 MC1550;SPC OH N     -   150,540.420   501,809.274   MT  0.99993954   -0 46 01.1
 MC1550;UTM  17      - 4,544,006.368   275,707.295   MT  1.00021921   -1 45 04.7
 MC1550
 MC1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1550!SPC OH N     -   0.99996689  x   0.99993954  =   0.99990643
 MC1550!UTM  17      -   0.99996689  x   1.00021921  =   1.00018609
 MC1550
 MC1550:                Primary Azimuth Mark                     Grid Az
 MC1550:SPC OH N     -  FINPORT AZ MK                            351 56 58.2
 MC1550:UTM  17      -  FINPORT AZ MK                            352 56 01.8
 MC1550
 MC1550|---------------------------------------------------------------------|
 MC1550| PID    Reference Object                     Distance      Geod. Az  |
 MC1550|                                                           dddmmss.s |
 MC1550| MC1555 FINPORT AZ MK                       495.445 METERS 3511057.1 |
 MC1550|---------------------------------------------------------------------|
 MC1550
 MC1550                          SUPERSEDED SURVEY CONTROL
 MC1550
 MC1550  ELLIP H (07/01/97)  211.12   (m)                       GP(       ) 4 2
 MC1550  NAD 83(1986)-  41 00 59.07562(N)    083 40 02.84675(W) AD(       ) 3
 MC1550  NAD 27      -  41 00 58.89222(N)    083 40 03.09660(W) AD(       ) 3
 MC1550  NGVD 29 (02/23/89)  246.6    (m)          809.     (f) GPS OBS        
 MC1550
 MC1550.Superseded values are not recommended for survey control.
 MC1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1550.See file dsdata.txt to determine how the superseded data were derived.
 MC1550
 MC1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7570744006(NAD 83)
 MC1550_MARKER: DH = HORIZONTAL CONTROL DISK
 MC1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1550_SP_SET: CONCRETE POST
 MC1550_STAMPING: FINPORT 1986
 MC1550_MARK LOGO: NGS   
 MC1550_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1550+STABILITY: SURFACE MOTION
 MC1550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1550+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1995
 MC1550
 MC1550  HISTORY     - Date     Condition        Report By
 MC1550  HISTORY     - 1986     MONUMENTED       NGS
 MC1550  HISTORY     - 19870917 GOOD
 MC1550  HISTORY     - 19951109 GOOD             NGS
 MC1550
 MC1550                          STATION DESCRIPTION
 MC1550
 MC1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MC1550'STATION IS LOCATED ABOUT 1.2 MILES SOUTHWEST OF FINDLAY, 0.5 MILES
 MC1550'SOUTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 75 AND U.S. HIGHWAY
 MC1550'23 (EXIT 156), AT THE FINDLAY AIRPORT, IN THE NORTHWEST ANGLE OF
 MC1550'JUNCTION OF TAXIWAYS THAT IS JUST NORTHWEST OF JUNCTION OF RUNWAYS.
 MC1550'OWNERSHIP MARATHON OIL COMPANY, AVIATION DIVISION, C/O JERRY W. MAXIE
 MC1550'539 SOUTH MAIN STREET, FINDLAY OH 45840 PHONE 419-422-2121.
 MC1550'TO REACH FROM THE JUNCTION OF HIGHWAYS 23 AND 75, GO SOUTHEAST ON
 MC1550'HIGHWAY 23 FOR 0.4 MILES TO THE LIMA AVENUE EXIT.  BEAR RIGHT,
 MC1550'SOUTHERLY FOR 0.1 MILES TO A T- ROAD.  BEAR LEFT, SOUTHERLY, FOR
 MC1550'0.05 MILE TO GRAY STREET ON THE LEFT.  BEAR LEFT, SOUTH FOR 0.05
 MC1550'MILE TO THE MARATHON COMPANY DRIVEWAY ON THE LEFT.  TURN LEFT, EAST
 MC1550'ON DRIVE FOR 0.3 MILE TO A GATE (AND OFFICE ON THE RIGHT). PASS
 MC1550'THROUGH GATE ACROSS TARMAC FOR ABOUT 175 FEET TO RAM AND AZIMUTH
 MC1550'MARK ON THE RIGHT.  CONTINUE ON RAMP FOR 0.05 MILE TO THE TAXIWAY ON
 MC1550'THE RIGHT. TURN RIGHT, SOUTH, FOR 0.3 MILE TO THE TAXIWAY JUNCTION
 MC1550'AND STATION ON THE RIGHT.
 MC1550'STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED ---FINPORT
 MC1550'1986---.THE SURFACE DISK IS SET IN THE TOP OF AN 25 CM ROUND CONCRETE
 MC1550'POST FLUSH WITH THE GROUND.  IT IS 26.O METERS WEST OF CENTER OF
 MC1550'TAXIWAY, 13.0 METERS NORTH OF CENTER OF TAXIWAY, AND 10.6 METERS
 MC1550'WEST OF A TAXIWAY LIGHT.  THE SUBSURFACE DISK IS SET IN A DEPRESSION
 MC1550'IN BEDROCK 1.0 METER BELOW GROUND.
 MC1550'DESCRIBED BY G.R. HEID.  TYPED BY JAMES MALONEY 9/05/87.
 MC1550
 MC1550                          STATION RECOVERY (1987)
 MC1550
 MC1550'RECOVERED 1987
 MC1550'RECOVERED IN GOOD CONDITION.
 MC1550
 MC1550                          STATION RECOVERY (1995)
 MC1550
 MC1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MC1550'NOTE--THIS IS A SAC STATION.  THE STATION IS LOCATED ABOUT 2 KM (1.25
 MC1550'MI) SOUTH-SOUTHWEST OF FINDLAY, 0.8 KM (0.50 MI) SOUTHEAST OF THE
 MC1550'JUNCTION OF INTERSTATE HIGHWAY 75 AND U.S.  HIGHWAY 23 (EXIT 156) , AT
 MC1550'THE FINDLAY AIRPORT, IN GRASS IN THE NORTHWEST QUADRANT OF THE
 MC1550'JUNCTION OF THE TWO PARALLEL TAXIS SERVING THE TWO RUNWAYS.
 MC1550'OWNERSHIP--MARATHON OIL COMPANY, AVIATION DIVISION, 1205 LIMA AVENUE,
 MC1550'FINDLAY, OH.  45840.  AIRPORT SUPERVISOR IS BOB JOHNSTON.  PHONE
 MC1550'419-424-7884.  CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY
 MC1550'THIS STATION.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 MC1550'INTERSTATE HIGHWAY 75, U.S.  HIGHWAY 68 AND STATE HIGHWAY 15 (EXIT
 MC1550'156) ON THE SOUTH SIDE OF FINDLAY, GO SOUTHEAST ON HIGHWAYS 68 AND 15
 MC1550'FOR 0.56 KM (0.35 MI) TO THE LIMA AVENUE EXIT ON THE RIGHT.  TURN
 MC1550'RIGHT, SOUTHWEST, ON THE EXIT ROAD FOR 0.24 KM (0.15 MI) TO THE
 MC1550'JUNCTION OF LIMA AVENUE.  TURN LEFT, WEST-SOUTHWEST, ON LIMA AVENUE
 MC1550'FOR 0.11 KM (0.05 MI) TO THE GRAY STREET ON THE LEFT.  TURN LEFT,
 MC1550'SOUTH, ON THE ROAD FOR 0.08 KM (0.05 MI) TO THE MARATHON OIL COMPANY
 MC1550'DRIVEWAY ON THE LEFT.  TURN LEFT, EAST, ON THE DRIVE FOR 0.1 KM (0.05
 MC1550'MI) TO A GATE AND OFFICE ON THE RIGHT.  PASS THROUGH THE GATE, EAST,
 MC1550'ACROSS APRON FOR 0.07 KM (0.05 MI) TO A TAXI.  TURN RIGHT, SOUTHEAST,
 MC1550'THEN SOUTH, ALONG THE TAXI FOR 0.48 KM (0.30 MI) TO THE TAXI JUNCTION
 MC1550'AND THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 25
 MC1550'CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 25.8 M (84.6
 MC1550'FT) WEST OF THE CENTER OF THE TAXI, 13.0 M (42.7 FT) NORTH-NORTHWEST
 MC1550'OF THE CENTER OF A TAXI, AND 10.2 M (33.5 FT) WEST OF A TAXI LIGHT.
 MC1550'THE UNDERGROUND DISK IS SET IN A DEPRESSION IN BEDROCK 1.0 M (3.3 FT)
 MC1550'BELOW THE GROUND SURFACE.  DESCRIBED BY D.G.  AUG THIS IS A SECONARY
 MC1550'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1555 ***********************************************************************
 MC1555  SACS        -  This is a Secondary Airport Control Station.
 MC1555  DESIGNATION -  FINPORT AZ MK
 MC1555  PID         -  MC1555
 MC1555  STATE/COUNTY-  OH/HANCOCK
 MC1555  USGS QUAD   -  FINDLAY (1979)
 MC1555
 MC1555                         *CURRENT SURVEY CONTROL
 MC1555  ___________________________________________________________________
 MC1555* NAD 83(1995)-  41 01 14.94181(N)    083 40 06.08501(W)     ADJUSTED  
 MC1555* NAVD 88     -       242.940  (meters)     797.05   (feet)  ADJUSTED  
 MC1555  ___________________________________________________________________
 MC1555  X           -     531,480.336 (meters)                     COMP
 MC1555  Y           -  -4,789,834.235 (meters)                     COMP
 MC1555  Z           -   4,164,303.896 (meters)                     COMP
 MC1555  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 MC1555  ELLIP HEIGHT-         207.53  (meters)          (10/07/05) GPS OBS
 MC1555  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC1555  DYNAMIC HT  -         242.824 (meters)     796.67  (feet)  COMP
 MC1555  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 MC1555
 MC1555  HORZ ORDER  -  FIRST
 MC1555  VERT ORDER  -  FIRST     CLASS II
 MC1555  ELLP ORDER  -  FOURTH    CLASS II
 MC1555
 MC1555.This mark is at Findlay Airport (FDY)
 MC1555
 MC1555.The horizontal coordinates were established by GPS observations
 MC1555.and adjusted by the National Geodetic Survey in July 1997..
 MC1555
 MC1555.The orthometric height was determined by differential leveling
 MC1555.and adjusted by the National Geodetic Survey in January 1994..
 MC1555
 MC1555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1555
 MC1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1555
 MC1555.The ellipsoidal height was determined by GPS observations
 MC1555.and is referenced to NAD 83.
 MC1555
 MC1555.The geoid height was determined by GEOID03.
 MC1555
 MC1555.The dynamic height is computed by dividing the NAVD 88
 MC1555.geopotential number by the normal gravity value computed on the
 MC1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1555.degrees latitude (g = 980.6199 gals.).
 MC1555
 MC1555.The modeled gravity was interpolated from observed gravity values.
 MC1555
 MC1555;                    North         East     Units Scale Factor Converg.
 MC1555;SPC OH N     -   151,030.953   501,739.893   MT  0.99993947   -0 46 03.2
 MC1555;UTM  17      - 4,544,498.157   275,646.335   MT  1.00021955   -1 45 07.4
 MC1555
 MC1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1555!SPC OH N     -   0.99996745  x   0.99993947  =   0.99990692
 MC1555!UTM  17      -   0.99996745  x   1.00021955  =   1.00018699
 MC1555
 MC1555:                Primary Azimuth Mark                     Grid Az
 MC1555:SPC OH N     -  FINPORT                                  171 56 58.2
 MC1555:UTM  17      -  FINPORT                                  172 56 02.4
 MC1555
 MC1555|---------------------------------------------------------------------|
 MC1555| PID    Reference Object                     Distance      Geod. Az  |
 MC1555|                                                           dddmmss.s |
 MC1555| MC1550 FINPORT                             495.445 METERS 1711055.0 |
 MC1555|---------------------------------------------------------------------|
 MC1555
 MC1555                          SUPERSEDED SURVEY CONTROL
 MC1555
 MC1555  ELLIP H (07/01/97)  207.57   (m)                       GP(       ) 4 2
 MC1555  NAD 83(1986)-  41 01 14.94618(N)    083 40 06.09732(W) AD(       ) 3
 MC1555  NAD 27      -  41 01 14.76288(N)    083 40 06.34684(W) AD(       ) 3
 MC1555  NAVD 88 (07/01/97)  242.94   (m)          797.0    (f) LEVELING    3  
 MC1555  NGVD 29 (02/23/89)  243.1    (m)          798.     (f) GPS OBS        
 MC1555
 MC1555.Superseded values are not recommended for survey control.
 MC1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1555.See file dsdata.txt to determine how the superseded data were derived.
 MC1555
 MC1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7564644498(NAD 83)
 MC1555_MARKER: DZ = AZIMUTH MARK DISK
 MC1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1555_SP_SET: CONCRETE POST
 MC1555_STAMPING: FINPORT
 MC1555_MARK LOGO: NGS   
 MC1555_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1555+STABILITY: SURFACE MOTION
 MC1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1555+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1995
 MC1555
 MC1555  HISTORY     - Date     Condition        Report By
 MC1555  HISTORY     - 1986     MONUMENTED       NGS
 MC1555  HISTORY     - 19870917 GOOD
 MC1555  HISTORY     - 19930713 GOOD             NGS
 MC1555  HISTORY     - 19951109 GOOD             NGS
 MC1555
 MC1555                          STATION DESCRIPTION
 MC1555
 MC1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MC1555'STATION IS LOCATED ABOUT 1.2 MILES SOUTHWEST OF FINDLAY, 0.5 MILES
 MC1555'SOUTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 75 AND U.S. HIGHWAY
 MC1555'23 (EXIT 156), AT THE FINDLAY AIRPORT, IN THE NORTHWEST ANGLE OF
 MC1555'JUNCTION OF TAXIWAYS THAT IS JUST NORTHWEST OF JUNCTION OF RUNWAYS.
 MC1555'OWNERSHIP MARATHON OIL COMPANY, AVIATION DIVISION, C/O JERRY W. MAXIE
 MC1555'539 SOUTH MAIN STREET, FINDLAY OH 45840 PHONE 419-422-2121.
 MC1555'TO REACH FROM THE JUNCTION OF HIGHWAYS 23 AND 75, GO SOUTHEAST ON
 MC1555'HIGHWAY 23 FOR 0.4 MILES TO THE LIMA AVENUE EXIT.  BEAR RIGHT,
 MC1555'SOUTHERLY FOR 0.1 MILES TO A T- ROAD.  BEAR LEFT, SOUTHERLY, FOR
 MC1555'0.05 MILE TO GRAY STREET ON THE LEFT.  BEAR LEFT, SOUTH FOR 0.05
 MC1555'MILE TO THE MARATHON COMPANY DRIVEWAY ON THE LEFT.  TURN LEFT, EAST
 MC1555'ON DRIVE FOR 0.3 MILE TO A GATE (AND OFFICE ON THE RIGHT). PASS
 MC1555'THROUGH GATE ACROSS TARMAC FOR ABOUT 175 FEET TO RAM AND AZIMUTH
 MC1555'MARK ON THE RIGHT.  CONTINUE ON RAMP FOR 0.05 MILE TO THE TAXIWAY ON
 MC1555'THE RIGHT. TURN RIGHT, SOUTH, FOR 0.3 MILE TO THE TAXIWAY JUNCTION
 MC1555'AND STATION ON THE RIGHT.
 MC1555'AZIMUTH MARKS ARE STANDARD AZIMUTH DISKS STAMPED ---FINPORT
 MC1555'1986---.  THE SURFACE DISK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE
 MC1555'POST FLUSH WITH THE GROUND.  IT IS 52.2 METERS SOUTH OF CENTER OF SQR.
 MC1555'DRAIN IN CENTER OF RAMP, 3.8 METERS SOUTH OF RAM EDGE, 3.0 METERS EAST
 MC1555'OF TARMAC EDGE, AND 3.8 METERS SOUTHEAST OF PAVEMENT EDGE AT JUNCTION
 MC1555'OF RAMP AND TARMAC. THE SUBSURFACE DISK IS SIT IN A DEPRESSION IN
 MC1555'BEDROCK ABOUT 0.7 METERS BELOW GROUND.
 MC1555'DESCRIBED BY G.R. HEID.  TYPED BY JAMES MALONEY 9/05/87.
 MC1555
 MC1555                          STATION RECOVERY (1987)
 MC1555
 MC1555'RECOVERED 1987
 MC1555'RECOVERED IN GOOD CONDITION.
 MC1555
 MC1555                          STATION RECOVERY (1993)
 MC1555
 MC1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC1555'3.8 KM (2.35 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 MC1555'JUNCTION OF STATE HIGHWAY 224 IN FINDLAY (EXIT 159), THENCE 1.2 KM
 MC1555'(0.75 MI) EASTERLY ALONG AN EXIT RAMP (EXIT 156), THENCE 0.3 KM (0.20
 MC1555'MI) SOUTHERLY ALONG LIMA AVENUE (COUNTY ROAD 313), THENCE 0.1 KM
 MC1555'(0.05 MI) SOUTHERLY ALONG GRAY AVENUE, THENCE 0.1 KM (0.05 MI)
 MC1555'EASTERLY ALONG THE AIRPORT ENTRANCE ROAD, 53.7 M (176.2 FT) EAST OF
 MC1555'THE EAST FACE OF THE CIRCULAR PART OF THE MARATHON OIL OFFICE AND
 MC1555'HANGAR BUILDING AND THE SOUTH END OF A CHAIN LINK FENCE, 3.4 M (11.2
 MC1555'FT) SOUTH OF THE SOUTH EDGE OF A TAXIWAY, 3.3 M (10.8 FT) EAST OF THE
 MC1555'EAST EDGE OF THE PAVEMENT IN FRONT OF THE BUILDING, AND THE MONUMENT
 MC1555'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY
 MC1555'OWNED BY MARATHON OIL COMPANY, AVIATION DIVISION, CONTACT BOB
 MC1555'JOHNSON, 539 MAIN STREET, FINDLAY, OHIO 45840, TELEPHONE NUMBER (419)
 MC1555'422-2121.
 MC1555
 MC1555                          STATION RECOVERY (1995)
 MC1555
 MC1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MC1555'NOTE--THIS IS A SAC STATION.  THE STATION IS LOCATED ABOUT 2 KM (1.25
 MC1555'MI) SOUTH-SOUTHWEST OF FINDLAY, 0.8 KM (0.50 MI) SOUTHEAST OF THE
 MC1555'JUNCTION OF INTERSTATE HIGHWAY 75 AND U.S.  HIGHWAY 23 (EXIT 156) , AT
 MC1555'THE FINDLAY AIRPORT, ALONG THE EAST EDGE OF THE APRON AND TAXI
 MC1555'JUNCTION, AND ACROSS THE APRON FROM THE OFFICE.  OWNERSHIP--MARATHON
 MC1555'OIL COMPANY, AVIATION DIVISION, 1205 LIMA AVENUE, FINDLAY, OH. 45840.
 MC1555'AIRPORT SUPERVISOR IS BOB JOHNSTON.  PHONE 419-424-7884. CONTACT HIM
 MC1555'ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH
 MC1555'FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 75, U.S.
 MC1555'HIGHWAY 68 AND STATE HIGHWAY 15 (EXIT 156) ON THE SOUTH SIDE OF
 MC1555'FINDLAY, GO SOUTHEAST ON HIGHWAYS 68 AND 15 FOR 0.56 KM (0.35 MI) TO
 MC1555'THE LIMA AVENUE EXIT ON THE RIGHT.  TURN RIGHT, SOUTHWEST, ON THE EXIT
 MC1555'ROAD FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF LIMA AVENUE.  TURN LEFT,
 MC1555'WEST-SOUTHWEST, ON LIMA AVENUE FOR 0.11 KM (0.05 MI) TO THE GRAY
 MC1555'STREET ON THE LEFT.  TURN LEFT, SOUTH, ON THE ROAD FOR 0.08 KM (0.05
 MC1555'MI) TO THE MARATHON OIL COMPANY DRIVEWAY ON THE LEFT.  TURN LEFT,
 MC1555'EAST, ON THE DRIVE FOR 0.1 KM (0.05 MI) TO A GATE AND OFFICE ON THE
 MC1555'RIGHT.  PASS THROUGH THE GATE, EAST, ACROSS APRON FOR 0.07 KM (0.05
 MC1555'MI) TO A TAXI AND THE STATION ON THE RIGHT. THE STATION IS SET IN THE
 MC1555'TOP OF A 25 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS
 MC1555'3.1 M (10.2 FT) EAST OF THE EAST FACE OF THE CIRCULAR PART OF THE
 MC1555'MARATHON OIL OFFICE AND HANGAR BUILDING, 3.4 M (11.2 FT) SOUTHWEST OF
 MC1555'THE SOUTHWEST EDGE OF THE TAXI, AND 3.1 M (10.2 FT) EAST OF THE EAST
 MC1555'EDGE OF THE APRON.  DESCRIBED BY D.G. AUG THIS STATION IS A SECONDARY
 MC1555'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1826 ***********************************************************************
 MB1826  DESIGNATION -  FIRE
 MB1826  PID         -  MB1826
 MB1826  STATE/COUNTY-  OH/SUMMIT
 MB1826  USGS QUAD   -  AKRON EAST (1964)
 MB1826
 MB1826                         *CURRENT SURVEY CONTROL
 MB1826  ___________________________________________________________________
 MB1826* NAD 83(1995)-  41 01 00.64280(N)    081 29 59.01107(W)     ADJUSTED  
 MB1826* NAVD 88     -       334.4    (meters)    1097.     (feet)  VERTCON   
 MB1826  ___________________________________________________________________
 MB1826  X           -     712,403.712 (meters)                     COMP
 MB1826  Y           -  -4,766,648.210 (meters)                     COMP
 MB1826  Z           -   4,164,032.471 (meters)                     COMP
 MB1826  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 MB1826  ELLIP HEIGHT-         301.08  (meters)          (10/07/05) GPS OBS
 MB1826  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MB1826
 MB1826  HORZ ORDER  -  FIRST
 MB1826  ELLP ORDER  -  FOURTH    CLASS I
 MB1826
 MB1826.This mark is at Fulton Intl Airport (AKR)
 MB1826
 MB1826.The horizontal coordinates were established by GPS observations
 MB1826.and adjusted by the National Geodetic Survey in April 1998..
 MB1826
 MB1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1826
 MB1826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1826
 MB1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1826
 MB1826.The ellipsoidal height was determined by GPS observations
 MB1826.and is referenced to NAD 83.
 MB1826
 MB1826.The geoid height was determined by GEOID03.
 MB1826
 MB1826;                    North         East     Units Scale Factor Converg.
 MB1826;SPC OH N     -   150,414.158   684,129.935   MT  0.99993953   +0 39 25.7
 MB1826;UTM  17      - 4,540,747.298   457,982.964   MT  0.99962173   -0 19 40.7
 MB1826
 MB1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1826!SPC OH N     -   0.99995277  x   0.99993953  =   0.99989231
 MB1826!UTM  17      -   0.99995277  x   0.99962173  =   0.99957452
 MB1826
 MB1826                          SUPERSEDED SURVEY CONTROL
 MB1826
 MB1826  NAD 83(1986)-  41 01 00.64982(N)    081 29 59.01479(W) AD(       ) 1
 MB1826  NGVD 29 (07/20/87)  334.6    (m)         1098.     (f) GPS OBS        
 MB1826
 MB1826.Superseded values are not recommended for survey control.
 MB1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1826.See file dsdata.txt to determine how the superseded data were derived.
 MB1826
 MB1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5798340747(NAD 83)
 MB1826_MARKER: DS = TRIANGULATION STATION DISK
 MB1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1826_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1826+STABILITY: SURFACE MOTION
 MB1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1826+SATELLITE: SATELLITE OBSERVATIONS - 1983
 MB1826
 MB1826  HISTORY     - Date     Condition        Report By
 MB1826  HISTORY     - 1983     MONUMENTED       NGS
 MB1826
 MB1826                          STATION DESCRIPTION
 MB1826
 MB1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MB1826'THE STATION IS LOCATED ABOUT 5.5 KM (3.5 MI) SOUTHEAST FROM ADRON,
 MB1826'3.25 KM (2 MI) SOUTHEAST FROM THE AKRON MUNICIPAL AIRPORT AND 2.75 KM
 MB1826'(1.75 MI) NORTHEAST FROM THE SMALL VILLAGE OF PORTAGE LAKE.  IT IS ON
 MB1826'A HILL JUST NORTH FROM THE FIRESTONE COUNTRY CLUB.
 MB1826'OWNERSHIP--FIRESTONE COUNTRY CLUB, 452 EAST WARNER ROAD, AKRON, OHIO.
 MB1826'
 MB1826'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 77 AND WATERLOO
 MB1826'ROAD, (THIS IS ALSO 0.4 KM (0.25 MI) NORTH FROM THE INTERSECTION OF
 MB1826'INTERSTATE HIGHWAYS 77, 177, AND U.S. HIGHWAY 224) GO EAST ON
 MB1826'WATERLOO ROAD FOR 1.15 KM (0.7 MI) TO A CROSSROADS.  TURN RIGHT AND
 MB1826'GO SOUTH ON SOUTH ARLINGTON ROAD FOR 1.35 KM (0.85 MI) TO A SIDE ROAD
 MB1826'LEFT.  TURN LEFT AND PASS THROUGH A GATE (IF GATE IS LOCKED, A KEY
 MB1826'MAY BE OBTAINED FROM THE FIRESTONE COUNTRY CLUB) GO SOUTH ON A PAVED
 MB1826'ROAD FOR 0.05 KM (0.1 MI) TO A DIM ROAD LEFT.  TURN LEFT AND GO EAST
 MB1826'ON THE DIM TRACK ROAD FOR 0.15 KM (0.1 MI) TO THE HIGHEST POINT AND
 MB1826'THE STATION.
 MB1826'
 MB1826'THE STATION MARK IS A STANDARD NGS TRIANGULATION STATION DISK STAMPED
 MB1826'---FIRE 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE
 MB1826'MONUMENT WHICH PROJECTS 5 CM (2-INCHES).  IT IS 1.1 METERS (3.5 FEET)
 MB1826'NORTH FROM A WITNESS POST AND 3.1 METERS (10 FEET) SOUTH FROM THE
 MB1826'CENTER OF THE ROAD.
 MB1826'
 MB1826'THERE ARE NO OTHER MARKS AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2913 ***********************************************************************
 MB2913  DESIGNATION -  FIRESTONE
 MB2913  PID         -  MB2913
 MB2913  STATE/COUNTY-  OH/SUMMIT
 MB2913  USGS QUAD   -  AKRON WEST (1994)
 MB2913
 MB2913                         *CURRENT SURVEY CONTROL
 MB2913  ___________________________________________________________________
 MB2913* NAD 83(1995)-  41 02 40.14079(N)    081 31 48.82786(W)     ADJUSTED  
 MB2913* NAVD 88     -       332.1    (meters)    1090.     (feet)  VERTCON   
 MB2913  ___________________________________________________________________
 MB2913  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 MB2913  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MB2913
 MB2913  HORZ ORDER  -  FIRST
 MB2913
 MB2913.The horizontal coordinates were established by classical geodetic methods
 MB2913.and adjusted by the National Geodetic Survey in April 1998..
 MB2913
 MB2913.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2913
 MB2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2913
 MB2913.The geoid height was determined by GEOID03.
 MB2913
 MB2913;                    North         East     Units Scale Factor Converg.
 MB2913;SPC OH N     -   153,454.167   681,530.266   MT  0.99993922   +0 38 13.5
 MB2913;UTM  17      - 4,543,830.579   455,436.754   MT  0.99962444   -0 20 53.4
 MB2913
 MB2913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2913!SPC OH N     -   0.99995314  x   0.99993922  =   0.99989236
 MB2913!UTM  17      -   0.99995314  x   0.99962444  =   0.99957760
 MB2913
 MB2913|---------------------------------------------------------------------|
 MB2913| PID    Reference Object                     Distance      Geod. Az  |
 MB2913|                                                           dddmmss.s |
 MB2913| MB1411 FIRESTONE A                         290.441 METERS 01804     |
 MB2913| MB2890 AKRON SACKS ELECTRIC CO TANK        APPROX. 3.3 KM 0441035.2 |
 MB2913| MB1412 FIRESTONE B                          92.834 METERS 11209     |
 MB2913|---------------------------------------------------------------------|
 MB2913
 MB2913                          SUPERSEDED SURVEY CONTROL
 MB2913
 MB2913  NAD 83(1986)-  41 02 40.14803(N)    081 31 48.83118(W) AD(       ) 1
 MB2913  NAD 27      -  41 02 39.94910(N)    081 31 49.40585(W) AD(       ) 1
 MB2913  NGVD 29 (07/19/86)  332.3    (m)         1090.     (f) VERT ANG       
 MB2913
 MB2913.Superseded values are not recommended for survey control.
 MB2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2913.See file dsdata.txt to determine how the superseded data were derived.
 MB2913
 MB2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5543743831(NAD 83)
 MB2913_STAMPING: FIRESTONE
 MB2913_MARK LOGO: OH0070
 MB2913
 MB2913  HISTORY     - Date     Condition        Report By
 MB2913  HISTORY     - 1963     MONUMENTED       OH0070
 MB2913
 MB2913                          STATION DESCRIPTION
 MB2913
 MB2913'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB2913'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHWEST OF DOWNTOWN
 MB2913'AKRON, NEAR THE SOUTHEAST
 MB2913'CORNER OF THE ROOF OF THE FIRESTONE RUBBER CO., PLANT NO 2 AT 1200
 MB2913'FIRESTONE PARKWAY.  IT IS A CITY OF
 MB2913'AKRON DISK STAMPED FIRESTONE, SET IN THE TOP OF A 6 INCH
 MB2913'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 MB2913'ABOVE THE FLOOR OF THE ROOF OF THE BUILDING.
 MB2913'120 FEET SOUTH OF THE FLAGPOLE OVER THE MAIN ENTRANCE TO THE
 MB2913'BUILDING, 39.9 FEET NORTH OF THE
 MB2913'SOUTHEAST CORNER OF THE BUILDING, 22.7 FEET NORTH-NORTHWEST OF THE
 MB2913'NORTHEAST CORNER OF THE BASE OF
 MB2913'A LARGE STEEL STRUCTURE OF A NEON SIGN FIRESTONE, AND 4.5 FEET
 MB2913'WEST OF THE EAST WALL OF THE BUILDING.
 MB2913'
 MB2913'FIRESTONE (ACS) A TO FIRESTONE (ACS) B 311.155 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1411 ***********************************************************************
 MB1411  DESIGNATION -  FIRESTONE A
 MB1411  PID         -  MB1411
 MB1411  STATE/COUNTY-  OH/SUMMIT
 MB1411  USGS QUAD   -  AKRON WEST (1994)
 MB1411
 MB1411                         *CURRENT SURVEY CONTROL
 MB1411  ___________________________________________________________________
 MB1411* NAD 83(1995)-  41 02 49.09167(N)    081 31 44.97121(W)     ADJUSTED  
 MB1411* NAVD 88     -       304.273  (meters)     998.27   (feet)  ADJUSTED  
 MB1411  ___________________________________________________________________
 MB1411  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 MB1411  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MB1411  DYNAMIC HT  -         304.138 (meters)     997.83  (feet)  COMP
 MB1411  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 MB1411
 MB1411  HORZ ORDER  -  SECOND
 MB1411  VERT ORDER  -  FIRST     CLASS II
 MB1411
 MB1411.The horizontal coordinates were established by classical geodetic methods
 MB1411.and adjusted by the National Geodetic Survey in April 1998..
 MB1411
 MB1411.The orthometric height was determined by differential leveling
 MB1411.and adjusted by the National Geodetic Survey in June 1991..
 MB1411
 MB1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1411
 MB1411.The geoid height was determined by GEOID03.
 MB1411
 MB1411.The dynamic height is computed by dividing the NAVD 88
 MB1411.geopotential number by the normal gravity value computed on the
 MB1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1411.degrees latitude (g = 980.6199 gals.).
 MB1411
 MB1411.The modeled gravity was interpolated from observed gravity values.
 MB1411
 MB1411;                    North         East     Units Scale Factor Converg.
 MB1411;SPC OH N     -   153,731.256   681,617.254   MT  0.99993921   +0 38 16.1
 MB1411;UTM  17      - 4,544,106.046   455,528.465   MT  0.99962434   -0 20 51.0
 MB1411
 MB1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1411!SPC OH N     -   0.99995750  x   0.99993921  =   0.99989672
 MB1411!UTM  17      -   0.99995750  x   0.99962434  =   0.99958186
 MB1411
 MB1411                          SUPERSEDED SURVEY CONTROL
 MB1411
 MB1411  NAD 83(1986)-  41 02 49.09890(N)    081 31 44.97450(W) AD(       ) 2
 MB1411  NAD 27      -  41 02 48.90023(N)    081 31 45.54893(W) AD(       ) 2
 MB1411  NGVD 29 (??/??/92)  304.469  (m)          998.91   (f) ADJ UNCH    1 2
 MB1411
 MB1411.Superseded values are not recommended for survey control.
 MB1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1411.See file dsdata.txt to determine how the superseded data were derived.
 MB1411
 MB1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5552844106(NAD 83)
 MB1411_MARKER: DD = SURVEY DISK
 MB1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1411_STAMPING: FIRESTONE A
 MB1411_MARK LOGO: OH0070
 MB1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1411+STABILITY: SURFACE MOTION
 MB1411
 MB1411  HISTORY     - Date     Condition        Report By
 MB1411  HISTORY     - 1963     MONUMENTED       OH0070
 MB1411  HISTORY     - 1964     GOOD             CGS
 MB1411
 MB1411                          STATION DESCRIPTION
 MB1411
 MB1411'DESCRIBED BY CITY OF AKRON OHIO 1963
 MB1411'FIRESTONE (ACS) A IS A CITY OF AKRON DISK STAMPED FIRESTONE A, SET IN
 MB1411'THE TOP OF A 6 INCH SQUARE
 MB1411'CONCRETE POST THAT IS 6 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE
 MB1411'THAT IS 2 INCHES UNDERGROUND, WITH A
 MB1411'9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE
 MB1411'TOP OF THE GROUND.  IT IS LOCATED IN THE MEDIAN ON
 MB1411'FIRESTONE PARKWAY, AT THE INTERSECTION
 MB1411'WITH WEST ARCHWOOD AVENUE.  IT IS 13 FEET WEST OF THE EAST CURB OF
 MB1411'THE NORTH BOUND LANE OF FIRESTONE
 MB1411'PARKWAY, 14.9 FEET EAST OF THE WEST CURB OF THE SOUTH BOUND LANE OF
 MB1411'FIRESTONE PARKWAY, 8 FEET NORTH OF A
 MB1411'POWER POLE, AND 19.4 FEET NORTH OF THE SOUTH END OF THE MEDIAN.
 MB1411
 MB1411                          STATION RECOVERY (1964)
 MB1411
 MB1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1411'AT AKRON.
 MB1411'AT AKRON, NEAR THE INTERSECTION OF FIRESTONE PARKWAY AND WEST
 MB1411'ARCHWOOD AVENUE, IN THE FIRESTONE PARKWAY MEDIAN, ABOUT 0.2
 MB1411'MILE NORTH OF THE MAIN ENTRANCE TO THE FIRESTONE PLANT NO. 2,
 MB1411'14.9 FEET EAST OF THE EAST CURB OF THE SOUTH-BOUND LANE OF THE
 MB1411'PARKWAY, 13.0 FEET WEST OF THE WEST CURB OF THE NORTH-BOUND LANE
 MB1411'OF THE PARKWAY, 19.4 FEET NORTH OF THE SOUTH END OF THE MEDIAN, 9
 MB1411'FEET NORTH OF A POWER LINE POLE, AND IS A DISK SET IN THE TOP
 MB1411'OF A CONCRETE POST 6 INCHES UNDERGROUND ACCESS TO WHICH IS HAD
 MB1411'THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1412 ***********************************************************************
 MB1412  DESIGNATION -  FIRESTONE B
 MB1412  PID         -  MB1412
 MB1412  STATE/COUNTY-  OH/SUMMIT
 MB1412  USGS QUAD   -  AKRON WEST (1994)
 MB1412
 MB1412                         *CURRENT SURVEY CONTROL
 MB1412  ___________________________________________________________________
 MB1412* NAD 83(1995)-  41 02 39.00619(N)    081 31 45.14632(W)     ADJUSTED  
 MB1412* NAVD 88     -       302.889  (meters)     993.73   (feet)  ADJUSTED  
 MB1412  ___________________________________________________________________
 MB1412  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 MB1412  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MB1412  DYNAMIC HT  -         302.755 (meters)     993.29  (feet)  COMP
 MB1412  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 MB1412
 MB1412  HORZ ORDER  -  SECOND
 MB1412  VERT ORDER  -  FIRST     CLASS II
 MB1412
 MB1412.The horizontal coordinates were established by classical geodetic methods
 MB1412.and adjusted by the National Geodetic Survey in April 1998..
 MB1412
 MB1412.The orthometric height was determined by differential leveling
 MB1412.and adjusted by the National Geodetic Survey in June 1991..
 MB1412
 MB1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1412
 MB1412.The geoid height was determined by GEOID03.
 MB1412
 MB1412.The dynamic height is computed by dividing the NAVD 88
 MB1412.geopotential number by the normal gravity value computed on the
 MB1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1412.degrees latitude (g = 980.6199 gals.).
 MB1412
 MB1412.The modeled gravity was interpolated from observed gravity values.
 MB1412
 MB1412;                    North         East     Units Scale Factor Converg.
 MB1412;SPC OH N     -   153,420.127   681,616.628   MT  0.99993922   +0 38 15.9
 MB1412;UTM  17      - 4,543,795.071   455,522.491   MT  0.99962435   -0 20 51.0
 MB1412
 MB1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1412!SPC OH N     -   0.99995772  x   0.99993922  =   0.99989694
 MB1412!UTM  17      -   0.99995772  x   0.99962435  =   0.99958209
 MB1412
 MB1412                          SUPERSEDED SURVEY CONTROL
 MB1412
 MB1412  NAD 83(1986)-  41 02 39.01342(N)    081 31 45.14964(W) AD(       ) 2
 MB1412  NAD 27      -  41 02 38.81441(N)    081 31 45.72436(W) AD(       ) 2
 MB1412  NGVD 29 (??/??/92)  303.084  (m)          994.37   (f) ADJ UNCH    1 2
 MB1412
 MB1412.Superseded values are not recommended for survey control.
 MB1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1412.See file dsdata.txt to determine how the superseded data were derived.
 MB1412
 MB1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5552243795(NAD 83)
 MB1412_MARKER: DD = SURVEY DISK
 MB1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1412_STAMPING: FIRESTONE B
 MB1412_MARK LOGO: OH0070
 MB1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1412+STABILITY: SURFACE MOTION
 MB1412
 MB1412  HISTORY     - Date     Condition        Report By
 MB1412  HISTORY     - 1963     MONUMENTED       OH0070
 MB1412  HISTORY     - 1964     GOOD             CGS
 MB1412
 MB1412                          STATION DESCRIPTION
 MB1412
 MB1412'DESCRIBED BY CITY OF AKRON OHIO 1963
 MB1412'FIRESTONE (ACS) B IS A CITY OF AKRON DISK STAMPED FIRESTONE B, SET IN
 MB1412'THE TOP OF A 6 INCH SQUARE
 MB1412'CONCRETE POST THAT IS 6 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE
 MB1412'THAT IS 2 INCHES UNDERGROUND, WITH A
 MB1412'9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE
 MB1412'TOP OF THE GROUND.  IT IS LOCATED IN THE MEDIAN ON
 MB1412'FIRESTONE PARKWAY, AT THE MAIN
 MB1412'ENTRANCE TO THE PLANT, AT THE INTERSECTION WITH BROOKSIDE AVENUE.  IT
 MB1412'IS 64.8 FEET SOUTH OF A POWER
 MB1412'POLE, 9.6 FEET NORTH OF A POWER POLE, 15.8 FEET EAST OF THE WEST CURB
 MB1412'OF THE SOUTH BOUND LANE OF
 MB1412'FIRESTONE PARKWAY, AND 10.7 FEET WEST OF THE EAST CURB OF
 MB1412'THE NORTH BOUND LANE OF FIRESTONE PARKWAY.
 MB1412
 MB1412                          STATION RECOVERY (1964)
 MB1412
 MB1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1412'AT AKRON.
 MB1412'AT AKRON, NEAR THE INTERSECTION OF FIRESTONE PARKWAY AND BROOKSIDE
 MB1412'AVENUE, AT THE MAIN ENTRANCE TO THE FIRESTONE PLANT NO. 2, IN THE
 MB1412'FIRESTONE PARKWAY MEDIAN, 15.8 FEET EAST OF THE EAST CURB OF THE
 MB1412'SOUTH-BOUND LANE OF THE PARKWAY, 10.7 FEET WEST OF THE WEST CURB
 MB1412'OF THE NORTH-BOUND LANE OF THE PARKWAY, 12.4 FEET NORTH OF THE
 MB1412'NORTH CURB OF BROOKSIDE AVENUE, 58 FEET NORTHEAST AND ACROSS
 MB1412'SOUTH-BOUND LANE OF PARKWAY FROM THE CENTER OF MAIN ENTRANCE TO
 MB1412'PLANT NO. 2, 65.5 FEET SOUTH OF POWER LINE POLE NO. 28920, AND
 MB1412'IS A DISK ON THE TOP OF A CONCRETE POST 2 INCHES UNDERGROUND ACCESS
 MB1412'TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON
 MB1412'SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1176 ***********************************************************************
 MC1176  DESIGNATION -  FITCH
 MC1176  PID         -  MC1176
 MC1176  STATE/COUNTY-  OH/HURON
 MC1176  USGS QUAD   -  GREENWICH (1977)
 MC1176
 MC1176                         *CURRENT SURVEY CONTROL
 MC1176  ___________________________________________________________________
 MC1176* NAD 83(1995)-  41 06 00.52164(N)    082 30 47.94414(W)     ADJUSTED  
 MC1176* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 MC1176  ___________________________________________________________________
 MC1176  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 MC1176  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 MC1176
 MC1176  HORZ ORDER  -  FIRST
 MC1176
 MC1176.The horizontal coordinates were established by classical geodetic methods
 MC1176.and adjusted by the National Geodetic Survey in April 1998..
 MC1176
 MC1176.The orthometric height was scaled from a topographic map.
 MC1176
 MC1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1176
 MC1176.The geoid height was determined by GEOID03.
 MC1176
 MC1176;                    North         East     Units Scale Factor Converg.
 MC1176;SPC OH N     -   159,182.078   598,881.269   MT  0.99993930   -0 00 31.5
 MC1176;UTM  17      - 4,550,977.582   372,918.451   MT  0.99979876   -0 59 41.8
 MC1176
 MC1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1176!SPC OH N     -   0.99995617  x   0.99993930  =   0.99989547
 MC1176!UTM  17      -   0.99995617  x   0.99979876  =   0.99975494
 MC1176
 MC1176:                Primary Azimuth Mark                     Grid Az
 MC1176:SPC OH N     -  FITCH AZ MK                              179 55 16.3
 MC1176:UTM  17      -  FITCH AZ MK                              180 54 26.6
 MC1176
 MC1176|---------------------------------------------------------------------|
 MC1176| PID    Reference Object                     Distance      Geod. Az  |
 MC1176|                                                           dddmmss.s |
 MC1176| CE6063 FITCH AZ MK                                        1795444.8 |
 MC1176| CE6064 FITCH AZ MK 2                                      1795420.0 |
 MC1176| CE6065 FITCH RM 1                           45.443 METERS 19917     |
 MC1176| MC1180 N FAIRFIELD ATT TOWER KQF 51        APPROX. 4.2 KM 2725714.9 |
 MC1176| MC1177 N FAIRFIELD MUNICIPAL TANK          APPROX. 8.6 KM 2743940.0 |
 MC1176| CE6066 FITCH RM 2                           39.072 METERS 33440     |
 MC1176| CE6067 FITCH RM 3                            9.149 METERS 35706     |
 MC1176|---------------------------------------------------------------------|
 MC1176
 MC1176                          SUPERSEDED SURVEY CONTROL
 MC1176
 MC1176  NAD 83(1986)-  41 06 00.52790(N)    082 30 47.95540(W) AD(       ) 1
 MC1176  NAD 27      -  41 06 00.33438(N)    082 30 48.34026(W) AD(       ) 1
 MC1176
 MC1176.Superseded values are not recommended for survey control.
 MC1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1176.See file dsdata.txt to determine how the superseded data were derived.
 MC1176
 MC1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7291850978(NAD 83)
 MC1176_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1176
 MC1176  HISTORY     - Date     Condition        Report By
 MC1176  HISTORY     - 1956     MONUMENTED       CGS
 MC1176  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MC1176  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MC1176
 MC1176                          STATION DESCRIPTION
 MC1176
 MC1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1176'STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF NORTH FAIRFIELD, 5 MILES
 MC1176'NORTH OF GREENWICH AND 1/2 MILES WEST
 MC1176'NORTHWEST OF FITCHVILLE.  STATION IS 32 FEET EAST OF THE APPROXIMATE
 MC1176'CENTERLINE OF GRAVEL ROAD AND IN THE
 MC1176'WEST EDGE OF FIELD.  THE MARK IS FLUSH WITH
 MC1176'THE GROUND AND THE DISK IS STAMPED FITCH 1956.
 MC1176'
 MC1176'REFERENCE MARK NO. 1 IS 21 FEET WEST OF THE APPROXIMATE CENTER OF
 MC1176'ROAD.  THE MARK PROJECTS ABOUT
 MC1176'2 INCHES AND THE DISK IS STAMPED FITCH NO 1 1956.
 MC1176'
 MC1176'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE APPROXIMATE CENTER OF
 MC1176'ROAD. THE MARK PROJECTS ABOUT
 MC1176'2 INCHES AND THE DISK IS STAMPED FITCH NO 2 1956.
 MC1176'
 MC1176'AZIMUTH MARK IS 24 FEET WEST OF THE APPROXIMATE CENTER OF GRAVEL
 MC1176'ROAD,3 FEET NORTHEAST OF UTILITY
 MC1176'POLE AND 3 FEET EAST OF WITNESS POST.  THE MARK PROJECTS ABOUT 4
 MC1176'INCHES AND THE DISK IS STAMPED
 MC1176'FITCH 1956.
 MC1176'
 MC1176'TO REACH FROM THE BANK BUILDING JUST EAST OF THE JUNCTION OF NEW
 MC1176'STATE ROAD AND STATE ROUTE
 MC1176'162 IN NORTH FAIRFIELD GO EAST ON STATE ROUTE 162 FOR 5.3 MILES TO
 MC1176'CROSSROADS.  TURN RIGHT AND GO SOUTH ON
 MC1176'GRAVEL ROAD FOR 0.15 MILE TO TOP OF GRADE AND STATION
 MC1176'ON THE LEFT OR EAST SIDE OF ROAD AS
 MC1176'DESCRIBED.  CONTINUE SOUTH FOR 0.4 MILE TO AZIMUTH
 MC1176'MARK ON THE RIGHT OR WEST SIDE OF ROAD AS DESCRIBED.
 MC1176'
 MC1176'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MC1176
 MC1176                          STATION RECOVERY (1959)
 MC1176
 MC1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1176'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 MC1176'AZIMUTH MARK WERE
 MC1176'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE DIRECTION TO
 MC1176'REFERENCE MARK NO. 1, REFERENCE
 MC1176'MARK NO. 2 AND THE AZIMUTH MARK WERE VERIFIED.  THE DISTANCES TO
 MC1176'THE REFERENCE MARKS COULD NOT BE
 MC1176'VERIFIED.  THE 1959 DISTANCES WERE SHORTER THAN THE
 MC1176'1956 DISTANCES.  THE 1959 DISTANCES WERE OBTAINED
 MC1176'BY MEASURING HORIZONTALLY WITH A
 MC1176'30-METER TAPE AND PULLING 5-KILOS TENSION.
 MC1176'
 MC1176'THE TO REACH WAS ADEQUATE.
 MC1176
 MC1176                          STATION RECOVERY (1971)
 MC1176
 MC1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MC1176'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 MC1176'REFERENCE MARK 2
 MC1176'WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 MC1176'GRADING.  THE AZIMUTH MARK WAS
 MC1176'FOUND UPROOTED.  REFERENCE MARK 3 AND A
 MC1176'NEW AZIMUTH MARK WERE SET.  THE DIRECTION TO
 MC1176'REFERENCE MARK 1 CHECKED
 MC1176'BUT THE DISTANCE WAS FOUND TO BE SHORTER BY 0.04 OF A FOOT.  A
 MC1176'NEW DESCRIPTION
 MC1176'FOLLOWS-
 MC1176'
 MC1176'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF NORTH FAIRFIELD, 2
 MC1176'FEET NORTH OF A
 MC1176'METAL WITNESS POST, 55 FEET SOUTHEAST OF A POWER POLE,
 MC1176'NORTH OF A FENCE CORNER.  THE
 MC1176'MONUMENT IS 4 INCHES UNDERGROUND AND THE
 MC1176'DISK IS STAMPED FITCH 1956. (NOTE 1A 7A)
 MC1176'
 MC1176'TO REACH THE STATION FROM THE BANK BUILDING (JUST EAST OF THE
 MC1176'INTERSECTION OF NEW STATE ROAD AND STATE HIGHWAY 162 IN NORTH
 MC1176'FAIRFIELD) GO EAST ON HIGHWAY
 MC1176'162 FOR 5.O MILES TO A CROSSROAD.  TURN RIGHT AND GO
 MC1176'EAST ON ROME-GREENWICH ROAD FOR 0.15
 MC1176'MILE TO THE TOP OF A SLIGHT GRADE
 MC1176'AND THE STATION ON THE LEFT.  CONTINUE SOUTH ON THE
 MC1176'ROAD FOR 0.4 MILE
 MC1176'TO THE AZIMUTH MARK ON THE RIGHT.
 MC1176'
 MC1176'REFERENCE MARK 1 IS 154 FEET SOUTH OF THE POWER POLE AND 21 FEET WEST
 MC1176'OF THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 2 INCHES
 MC1176'AND THE DISK IS STAMPED FITCH NO 1 1956.
 MC1176'
 MC1176'REFERENCE MARK 3 IS 54 FEET NORTHEAST OF THE POWER POLE AND 32
 MC1176'FEET EAST OF THE
 MC1176'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 2 INCHES
 MC1176'AND THE DISK IS STAMPED FITCH 1956
 MC1176'NO 3 1971.
 MC1176'
 MC1176'THE AZIMUTH MARK IS 5 FEET NORTHEAST OF A POWER POLE, 2 FEET
 MC1176'NORTH OF A METAL
 MC1176'WITNESS POST, 23 FEET WEST OF THE CENTERLINE OF THE
 MC1176'ROAD AND 231 FEET NORTH OF THE
 MC1176'CENTERLINE OF CRESENT ROAD.  THE MONUMENT
 MC1176'PROJECTS 2 INCHES AND THE DISK IS STAMPED FITCH
 MC1176'1956 1971.
 MC1176'
 MC1176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2 MILES
 MC1176'NORTHWEST FITCHVILLE
 MC1176'
 MC1176'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2088 ***********************************************************************
 KZ2088  DESIGNATION -  FITTRO
 KZ2088  PID         -  KZ2088
 KZ2088  STATE/COUNTY-  OH/LOGAN
 KZ2088  USGS QUAD   -  HUNTSVILLE (1982)
 KZ2088
 KZ2088                         *CURRENT SURVEY CONTROL
 KZ2088  ___________________________________________________________________
 KZ2088* NAD 83(1995)-  40 24 26.69030(N)    083 49 54.15970(W)     ADJUSTED  
 KZ2088* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 KZ2088  ___________________________________________________________________
 KZ2088  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 KZ2088  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KZ2088
 KZ2088  HORZ ORDER  -  FIRST
 KZ2088
 KZ2088.The horizontal coordinates were established by classical geodetic methods
 KZ2088.and adjusted by the National Geodetic Survey in April 1998..
 KZ2088
 KZ2088.The orthometric height was scaled from a topographic map.
 KZ2088
 KZ2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2088
 KZ2088.The geoid height was determined by GEOID03.
 KZ2088
 KZ2088;                    North         East     Units Scale Factor Converg.
 KZ2088;SPC OH N     -    83,120.898   486,962.609   MT  1.00000507   -0 52 29.5
 KZ2088;UTM  17      - 4,476,828.488   259,712.848   MT  1.00031078   -1 50 11.2
 KZ2088
 KZ2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2088!SPC OH N     -   0.99995216  x   1.00000507  =   0.99995723
 KZ2088!UTM  17      -   0.99995216  x   1.00031078  =   1.00026292
 KZ2088
 KZ2088|---------------------------------------------------------------------|
 KZ2088| PID    Reference Object                     Distance      Geod. Az  |
 KZ2088|                                                           dddmmss.s |
 KZ2088| CE6071 FITTRO RM 3                           5.914 METERS 00813     |
 KZ2088| CE6069 FITTRO RM 1                          37.070 METERS 09630     |
 KZ2088| KZ2091 BELLEFONTAINE NYC RR YARDS STK      APPROX. 6.8 KM 1254701.3 |
 KZ2088| KZ2090 BELLEFONTAINE WATER WORKS STK       APPROX. 8.8 KM 1372558.2 |
 KZ2088| CF2722 JACKSON CENTER MUN TANK                            2815213.2 |
 KZ2088| CE6070 FITTRO RM 2                          53.065 METERS 29207     |
 KZ2088| CE6068 FITTRO AZ MK                                       3122248.5 |
 KZ2088| KZ2096 LAKEVIEW MUNICIPAL TANK             APPROX.11.7 KM 3151320.1 |
 KZ2088| KZ2104 WAYNESFIELD MUNICIPAL TANK          APPROX.24.8 KM 3302731.7 |
 KZ2088|---------------------------------------------------------------------|
 KZ2088
 KZ2088                          SUPERSEDED SURVEY CONTROL
 KZ2088
 KZ2088  NAD 83(1986)-  40 24 26.69928(N)    083 49 54.17115(W) AD(       ) 1
 KZ2088  NAD 27      -  40 24 26.52100(N)    083 49 54.40100(W) AD(       ) 1
 KZ2088
 KZ2088.Superseded values are not recommended for survey control.
 KZ2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2088.See file dsdata.txt to determine how the superseded data were derived.
 KZ2088
 KZ2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE5971376828(NAD 83)
 KZ2088_MARKER: DS = TRIANGULATION STATION DISK
 KZ2088_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KZ2088
 KZ2088  HISTORY     - Date     Condition        Report By
 KZ2088  HISTORY     - 1943     MONUMENTED       CGS
 KZ2088  HISTORY     - 1976     GOOD             NGS
 KZ2088  HISTORY     - 1988     GOOD             LOCENG
 KZ2088
 KZ2088                          STATION DESCRIPTION
 KZ2088
 KZ2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2088'STATION IS LOCATED ABOUT 5.4 MILES NW OF BELLEFONTAINE AND 2.0 MILES
 KZ2088'W OF U.S.  HIGHWAY 33.  THE
 KZ2088'MARK IS SET ON THE HIGHEST GROUND IN THE NW CORNER
 KZ2088'OF AN ORCHARD ON THE FITTRO FARM.
 KZ2088'IT IS 30.6 FEET E OF A N-S
 KZ2088'FENCE AND 19 FEET S OF THE E-W FENCE.  THE DISK IS
 KZ2088'STAMPED FITTRO
 KZ2088'1945 AND IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 KZ2088'
 KZ2088'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 KZ2088'DISKS SET IN CONCRETE.
 KZ2088'
 KZ2088'REFERENCE MARK 1 IS 121.63 FEET NE OF THE STATION IN AN E-W
 KZ2088'FENCELINE.  THE
 KZ2088'DISK IS STAMPED FITTRO NO 1 1943.
 KZ2088'
 KZ2088'REFERENCE MARK 2 IS 174.10 FEET NW OF THE STATION.  THE MARK
 KZ2088'IS SET AT THE N
 KZ2088'EDGE OF AN UNFENCED FIELD AND 20 FEET S OF THE
 KZ2088'CENTER LINE OF THE MACADAM ROAD.
 KZ2088'THE DISK IS STAMPED FITTRO NO 2 1943.
 KZ2088'
 KZ2088'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NW OF THE STATION.
 KZ2088'IT IS 1.0 FOOT S
 KZ2088'OF A FENCE AND 12.9 FEET N OF THE CENTER LINE OF
 KZ2088'THE GRAVELED ROAD.  IT IS ABOUT
 KZ2088'CENTRALLY LOCATED AT THE S EDGE
 KZ2088'OF A WOODED AREA.  THE DISK IS STAMPED FITTRO 1943.
 KZ2088'
 KZ2088'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 68
 KZ2088'AND 33 IN
 KZ2088'BELLEFONTAINE, GO W AND NW ON HIGHWAY 33 FOR 3.4 MILES
 KZ2088'TO A MACADAM ROAD (LEWISTOWN
 KZ2088'PIKE) LEFT, TURN LEFT AND GO 2.0
 KZ2088'MILES TO A FARM AND STATION ON THE LEFT AS DESCRIBED.
 KZ2088'
 KZ2088'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON THE MACADAM
 KZ2088'ROAD FOR 0.7 MILE
 KZ2088'TO A GRAVELED ROAD RIGHT, TURN RIGHT AND
 KZ2088'FOLLOW THE ROAD N THEN E FOR 0.4
 KZ2088'MILE TO THE MARK ON THE LEFT.
 KZ2088'
 KZ2088'HEIGHT OF LIGHT ABOVE STATION MARK- 34 METERS.
 KZ2088
 KZ2088                          STATION RECOVERY (1976)
 KZ2088
 KZ2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KZ2088'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 KZ2088'GOOD CONDITION.  REFERENCE MARK 2 WAS DESTROYED BY FARMING AND THE
 KZ2088'DISK WAS MAILED IN.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 KZ2088'CHECKED.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS--
 KZ2088'
 KZ2088'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF A CULTIVATED
 KZ2088'FIELD, 44 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 91, 52 FEET
 KZ2088'SOUTHWEST OF A POWER POLE AND 19 FEET SOUTH OF A FENCE AND A METAL
 KZ2088'WITNESS POST.  THE MONUMENT IS 12 INCHES UNDERGROUND AND THE
 KZ2088'DISK IS STAMPED FITTRO 1943.
 KZ2088'
 KZ2088'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 91 AND 30,
 KZ2088'ABOUT 4 MILES NORTH OF BELLEFONTAINE, GO WEST ON ROAD 91 FOR 0.6
 KZ2088'MILES TO THE COUNTY HOME ON THE LEFT.  CONTINUE WEST ON THE ROAD
 KZ2088'FOR 1.4 MILES TO THE STATION ON THE LEFT.  CONTINUE WEST ON THE
 KZ2088'ROAD FOR 0.7 MILE TO THE JUNCTION OF COUNTY ROAD 31.  TURN RIGHT
 KZ2088'AND GO NORTH AND NORTHEAST ON ROAD 31 FOR 0.4 MILES TO THE AZIMUTH
 KZ2088'MARK ON THE LEFT.
 KZ2088'
 KZ2088'REFERENCE MARK 1 IS 72 FEET EAST OF THE POWER POLE, 1 FOOT SOUTH OF
 KZ2088'FENCE, 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH
 KZ2088'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 KZ2088'DISK IS STAMPED FITTRO NO 1 1943.
 KZ2088'
 KZ2088'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 KZ2088'MAGNETS, STAMPED FITTRO 1943 NO 3 1976, PROJECTING 4 INCHES, 50 FEET
 KZ2088'WEST OF THE POWER POLE, 2 FEET NORTHWEST OF METAL WITNESS POST,
 KZ2088'1 FOOT NORTH OF FENCE AND 24 FEET SOUTH OF THE CENTERLINE OF THE
 KZ2088'ROAD.
 KZ2088'
 KZ2088'THE AZIMUTH MARK IS 14 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1
 KZ2088'FOOT SOUTH OF A FENCE AND A METAL WITNESS POST, 39 FEET WEST OF A 12
 KZ2088'INCH ASH TREE AND 110 FEET EAST OF THE SOUTHWEST CORNER OF WOODED
 KZ2088'AREA.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KZ2088'FITTRO 1943.
 KZ2088'
 KZ2088'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 KZ2088'NORTHWEST OF BELLEFONTAINE.
 KZ2088'
 KZ2088'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KZ2088
 KZ2088                          STATION RECOVERY (1988)
 KZ2088
 KZ2088'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (LCE)
 KZ2088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1419 ***********************************************************************
 MB1419  DESIGNATION -  FLAT
 MB1419  PID         -  MB1419
 MB1419  STATE/COUNTY-  OH/SUMMIT
 MB1419  USGS QUAD   -  AKRON WEST (1994)
 MB1419
 MB1419                         *CURRENT SURVEY CONTROL
 MB1419  ___________________________________________________________________
 MB1419* NAD 83(1995)-  41 01 43.62801(N)    081 31 45.89327(W)     ADJUSTED  
 MB1419* NAVD 88     -       295.440  (meters)     969.29   (feet)  ADJUSTED  
 MB1419  ___________________________________________________________________
 MB1419  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 MB1419  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MB1419  DYNAMIC HT  -         295.308 (meters)     968.86  (feet)  COMP
 MB1419  MODELED GRAV-     980,171.2   (mgal)                       NAVD 88
 MB1419
 MB1419  HORZ ORDER  -  FIRST
 MB1419  VERT ORDER  -  FIRST     CLASS II
 MB1419
 MB1419.The horizontal coordinates were established by classical geodetic methods
 MB1419.and adjusted by the National Geodetic Survey in April 1998..
 MB1419
 MB1419.The orthometric height was determined by differential leveling
 MB1419.and adjusted by the National Geodetic Survey in June 1991..
 MB1419
 MB1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1419
 MB1419.The geoid height was determined by GEOID03.
 MB1419
 MB1419.The dynamic height is computed by dividing the NAVD 88
 MB1419.geopotential number by the normal gravity value computed on the
 MB1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1419.degrees latitude (g = 980.6199 gals.).
 MB1419
 MB1419.The modeled gravity was interpolated from observed gravity values.
 MB1419
 MB1419;                    North         East     Units Scale Factor Converg.
 MB1419;SPC OH N     -   151,711.808   681,618.194   MT  0.99993937   +0 38 15.5
 MB1419;UTM  17      - 4,542,087.516   455,494.693   MT  0.99962438   -0 20 51.1
 MB1419
 MB1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1419!SPC OH N     -   0.99995888  x   0.99993937  =   0.99989826
 MB1419!UTM  17      -   0.99995888  x   0.99962438  =   0.99958328
 MB1419
 MB1419:                Primary Azimuth Mark                     Grid Az
 MB1419:SPC OH N     -  CROSS                                    089 46 50.9
 MB1419:UTM  17      -  CROSS                                    090 45 57.5
 MB1419
 MB1419|---------------------------------------------------------------------|
 MB1419| PID    Reference Object                     Distance      Geod. Az  |
 MB1419|                                                           dddmmss.s |
 MB1419| MB1426 CROSS                               APPROX. 0.8 KM 0902506.4 |
 MB1419| MB2894 AKRON RADIO STA WAKR NW MAST        APPROX. 2.3 KM 1090737.9 |
 MB1419| MB2897 AKRON RADIO STA WAKR SW MAST        APPROX. 2.3 KM 1095920.0 |
 MB1419|---------------------------------------------------------------------|
 MB1419
 MB1419                          SUPERSEDED SURVEY CONTROL
 MB1419
 MB1419  NAD 83(1986)-  41 01 43.63549(N)    081 31 45.89650(W) AD(       ) 1
 MB1419  NAD 27      -  41 01 43.43630(N)    081 31 46.47313(W) AD(       ) 1
 MB1419  NGVD 29 (??/??/92)  295.635  (m)          969.93   (f) ADJ UNCH    1 2
 MB1419
 MB1419.Superseded values are not recommended for survey control.
 MB1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1419.See file dsdata.txt to determine how the superseded data were derived.
 MB1419
 MB1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5549542088(NAD 83)
 MB1419_MARKER: DD = SURVEY DISK
 MB1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1419_STAMPING: FLAT
 MB1419_MARK LOGO: OH0070
 MB1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1419+STABILITY: SURFACE MOTION
 MB1419
 MB1419  HISTORY     - Date     Condition        Report By
 MB1419  HISTORY     - 1963     MONUMENTED       OH0070
 MB1419  HISTORY     - 1963     GOOD             CGS
 MB1419  HISTORY     - 1975     SEE DESCRIPTION  OH0070
 MB1419
 MB1419                          STATION DESCRIPTION
 MB1419
 MB1419'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1419'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF DOWNTOWN AKRON, IN
 MB1419'THE WEST BOUND LANE OF
 MB1419'WATERLOO ROAD, AT THE INTERSECTION OF WATERLOO ROAD, AND SYCAMORE
 MB1419'AVENUE, 0.1 MILE WEST OF SOUTH MAIN
 MB1419'STREET.  IT IS A CITY OF AKRON DISK STAMPED FLAT, SET IN
 MB1419'THE TOP OF 6 INCH SQUARE CONCRETE POST THAT IS
 MB1419'5 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE
 MB1419'WITH A 9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE SURFACE
 MB1419'OF THE STREET.  IT IS 58.4 FEET
 MB1419'SOUTHWEST OF A FIRE HYDRANT, 36.3 FEET WEST-SOUTHWEST OF THE STREET
 MB1419'POLE SIGN, AND 17 FEET NORTH OF THE
 MB1419'CENTERLINE OF WATERLOO ROAD.
 MB1419
 MB1419                          STATION RECOVERY (1963)
 MB1419
 MB1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MB1419'AT AKRON.
 MB1419'AT AKRON, IN THE SOUTH PART OF THE CITY, ALONG WATERLOO ROAD
 MB1419'(U.S. HIGHWAY 224), AT THE T JUNCTION OF WATERLOO ROAD AND
 MB1419'SYCAMORE AVENUE, 0.1 MILE WEST OF THE INTERSECTION OF WATERLOO
 MB1419'ROAD AND SOUTH MAIN STREET, 17 FEET NORTH OF THE CENTER LINE
 MB1419'OF WATERLOO ROAD, 58 FEET SOUTHWEST OF A FIRE HYDRANT, SET IN
 MB1419'THE TOP OF A CONCRETE POST 5 INCHES UNDER WATERLOO ROAD AND
 MB1419'COVERED WITH A 9 INCH IRON COVER.
 MB1419
 MB1419                          STATION RECOVERY (1975)
 MB1419
 MB1419'RECOVERY NOTE BY CITY OF AKRON OHIO 1975 (RJF)
 MB1419'FLAT MARK O.K. -SET IN 9 INCH DIA. C.I. BOX
 MB1419'COVER BROKEN AND
 MB1419'MARK PAVED OVER
 MB1419'WITH 4 INCH ASPHALT (W.B. LANE
 MB1419'WATERLOO ROAD)
 MB1419'
 MB1419'DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES S. OF DOWNTOWN
 MB1419'AKRON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1208 ***********************************************************************
 MC1208  DESIGNATION -  FLAT ROCK
 MC1208  PID         -  MC1208
 MC1208  STATE/COUNTY-  OH/SENECA
 MC1208  USGS QUAD   -  FIRESIDE (1977)
 MC1208
 MC1208                         *CURRENT SURVEY CONTROL
 MC1208  ___________________________________________________________________
 MC1208* NAD 83(1995)-  41 12 42.74408(N)    082 55 09.47332(W)     ADJUSTED  
 MC1208* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 MC1208  ___________________________________________________________________
 MC1208  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 MC1208  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 MC1208
 MC1208  HORZ ORDER  -  SECOND
 MC1208
 MC1208.The horizontal coordinates were established by classical geodetic methods
 MC1208.and adjusted by the National Geodetic Survey in April 1998..
 MC1208
 MC1208.The orthometric height was scaled from a topographic map.
 MC1208
 MC1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1208
 MC1208.The geoid height was determined by GEOID03.
 MC1208
 MC1208;                    North         East     Units Scale Factor Converg.
 MC1208;SPC OH N     -   171,673.997   564,837.647   MT  0.99994230   -0 16 31.6
 MC1208;UTM  17      - 4,564,053.361   339,098.059   MT  0.99991863   -1 15 53.2
 MC1208
 MC1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1208!SPC OH N     -   0.99996585  x   0.99994230  =   0.99990816
 MC1208!UTM  17      -   0.99996585  x   0.99991863  =   0.99988449
 MC1208
 MC1208:                Primary Azimuth Mark                     Grid Az
 MC1208:SPC OH N     -  MARYWOOD ST MICHAELS CH SPIRE            114 53 00.5
 MC1208:UTM  17      -  MARYWOOD ST MICHAELS CH SPIRE            115 52 22.1
 MC1208
 MC1208|---------------------------------------------------------------------|
 MC1208| PID    Reference Object                     Distance      Geod. Az  |
 MC1208|                                                           dddmmss.s |
 MC1208| MC1194 MARYWOOD ST MICHAELS CH SPIRE       APPROX. 5.8 KM 1143628.9 |
 MC1208| CE6073 FLAT ROCK RM 1                       24.533 METERS 16043     |
 MC1208| CE6072 FLAT ROCK AZ MK                                    2940440.3 |
 MC1208| CE6074 FLAT ROCK RM 2                       21.729 METERS 29723     |
 MC1208|---------------------------------------------------------------------|
 MC1208
 MC1208                          SUPERSEDED SURVEY CONTROL
 MC1208
 MC1208  NAD 83(1986)-  41 12 42.74963(N)    082 55 09.48729(W) AD(       ) 2
 MC1208  NAD 27      -  41 12 42.55268(N)    082 55 09.79877(W) AD(       ) 2
 MC1208
 MC1208.Superseded values are not recommended for survey control.
 MC1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1208.See file dsdata.txt to determine how the superseded data were derived.
 MC1208
 MC1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3909864053(NAD 83)
 MC1208_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1208
 MC1208  HISTORY     - Date     Condition        Report By
 MC1208  HISTORY     - 1956     MONUMENTED       CGS
 MC1208  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1208
 MC1208                          STATION DESCRIPTION
 MC1208
 MC1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1208'STATION IS LOCATED ABOUT 7 MILES SOUTH SOUTHEAST OF CLYDE AND 6 MILES
 MC1208'SOUTHWEST OF BELLEVUE IN THE
 MC1208'NORTHEAST CORNER OF AN ORCHARD.  STATION IS 53 FEET SOUTH OF THE
 MC1208'APPROXIMATE CENTER OF COUNTY ROAD 32, 33
 MC1208'FEET SOUTH OF FENCE AND WITNESS POST AND 27 FEET WEST
 MC1208'OF FENCE.  THE MARK IS ABOUT 12 INCHES BELOW
 MC1208'THE SURFACE AND THE DISK IS STAMPED FLAT
 MC1208'ROCK 1956.
 MC1208'
 MC1208'REFERENCE MARK NO. 1 IS 2 FEET NORTH NORTHWEST OF GATE POST AND 1
 MC1208'FOOT WEST OF FENCE.  THE MARK
 MC1208'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED FLAT ROCK NO 1 1956.
 MC1208'
 MC1208'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF THE APPROXIMATE CENTER OF
 MC1208'COUNTY ROAD 32 AND 1 FOOT
 MC1208'SOUTH OF FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 MC1208'STAMPED FLAT ROCK NO 2 1956.
 MC1208'
 MC1208'AZIMUTH MARK IS 32 FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE
 MC1208'18, 7 FEET SOUTHWEST OF TELEPHONE
 MC1208'POLE, 6 FEET SOUTHWEST OF WITNESS POST AND 1 FOOT NORTHWEST OF FENCE.
 MC1208'
 MC1208'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED FLAT ROCK
 MC1208'1956.
 MC1208'
 MC1208'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE ROUTE 18 IN
 MC1208'BELLEVUE GO SOUTHWEST ON
 MC1208'STATE ROUTE 18 FOR 6.15 MILES TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 MC1208'CONTINUE SOUTHWEST FOR 0.2 MILE TO
 MC1208'CROSSROADS.  TURN LEFT AND GO EAST ON COUNTY ROAD 32 FOR
 MC1208'0.5 MILE TO STATION ON RIGHT AS DESCRIBED.
 MC1208'
 MC1208'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 MC1208
 MC1208                          STATION RECOVERY (1971)
 MC1208
 MC1208'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 MC1208'FLAT ROCK 1956 GOOD PAINTED POST AND PUT
 MC1208'SIGN ON FLAT ROCK NO. 1
 MC1208'- 1956 GOOD- INSTALLED STEEL WITNESS POST
 MC1208'FLAT ROCK NO. 2 - 1956 GOOD -
 MC1208'INSTALLED STEEL WITNESS POST
 MC1208'AZIMUTH FLAT ROCK 1956 GOOD - PAINTED POST AND
 MC1208'PUT SIGN ON
 MC1208'
 MC1208'THERE IS NO FENCE.
 MC1208'
 MC1208'DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES SW OF BELLEVUE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2252 ***********************************************************************
 LA2252  DESIGNATION -  FLETCHER ATT MICROWAVE
 LA2252  PID         -  LA2252
 LA2252  STATE/COUNTY-  OH/MIAMI
 LA2252  USGS QUAD   -  FLETCHER (1984)
 LA2252
 LA2252                         *CURRENT SURVEY CONTROL
 LA2252  ___________________________________________________________________
 LA2252* NAD 83(1995)-  40 08 35.27029(N)    084 05 28.52125(W)     ADJUSTED  
 LA2252* NAVD 88     -                                                        
 LA2252  ___________________________________________________________________
 LA2252  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 LA2252  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LA2252
 LA2252  HORZ ORDER  -  THIRD
 LA2252
 LA2252.The horizontal coordinates were established by classical geodetic methods
 LA2252.and adjusted by the National Geodetic Survey in April 1998..
 LA2252
 LA2252
 LA2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2252
 LA2252.The geoid height was determined by GEOID03.
 LA2252
 LA2252;                    North         East     Units Scale Factor Converg.
 LA2252;SPC OH S     -   239,120.478   464,404.480   MT  1.00002357   -1 00 34.9
 LA2252;UTM  16      - 4,447,700.423   747,788.509   MT  1.00035591   +1 52 34.4
 LA2252
 LA2252                          SUPERSEDED SURVEY CONTROL
 LA2252
 LA2252  NAD 83(1986)-  40 08 35.27699(N)    084 05 28.53071(W) AD(       ) 4
 LA2252  NAD 27      -  40 08 35.08692(N)    084 05 28.74938(W) AD(       ) 3
 LA2252
 LA2252.Superseded values are not recommended for survey control.
 LA2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2252.See file dsdata.txt to determine how the superseded data were derived.
 LA2252
 LA2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK4778947700(NAD 83)
 LA2252_MARKER: 45 = MICROWAVE TOWER
 LA2252
 LA2252  HISTORY     - Date     Condition        Report By
 LA2252  HISTORY     - 1969     FIRST OBSERVED   DMA
 LA2252
 LA2252                          STATION DESCRIPTION
 LA2252
 LA2252'DESCRIBED BY DEFENSE MAP AGENCY 1969 (WOK)
 LA2252'THE TOWER IS LOCATED 0.8 MILE EAST OF FLETCHER, OHIO AND IS
 LA2252'APPROXIMATELY 300 FEET SOUTH OF U.S. HIGHWAY 36.
 LA2252'
 LA2252'IT IS A 4-LEGGED STRUCTURE PAINTED RED AND WHITE AND IT IS
 LA2252'APPROXIMATELY 250 FEET HIGH.  THE TOWER AND THE RELAY BOOSTER HOUSE
 LA2252'ARE IN A FENCED ENCLOSURE ON PROPERTY OWNED BY AT AND T.  THERE ARE
 LA2252'4 REFLECTORS AND A 30 FOOT STANDPIPE MOUNTED ON THE TOP PLATFORM
 LA2252'AND A FLASHING RED LIGHT IS AT THE TOP OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1337 ***********************************************************************
 JY1337  DESIGNATION -  FLINT
 JY1337  PID         -  JY1337
 JY1337  STATE/COUNTY-  OH/LICKING
 JY1337  USGS QUAD   -  GLENFORD (1992)
 JY1337
 JY1337                         *CURRENT SURVEY CONTROL
 JY1337  ___________________________________________________________________
 JY1337* NAD 83(1995)-  39 59 12.30659(N)    082 17 23.06813(W)     ADJUSTED  
 JY1337* NAVD 88     -       378.46   (+/-2cm)    1241.7    (feet)  VERTCON   
 JY1337  ___________________________________________________________________
 JY1337  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 JY1337  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JY1337
 JY1337  HORZ ORDER  -  FIRST
 JY1337  VERT ORDER  -  THIRD ? (See Below)
 JY1337
 JY1337.The horizontal coordinates were established by classical geodetic methods
 JY1337.and adjusted by the National Geodetic Survey in April 1998..
 JY1337
 JY1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1337.The vertical order pertains to the NGVD 29 superseded value.
 JY1337
 JY1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1337
 JY1337.The geoid height was determined by GEOID03.
 JY1337
 JY1337;                    North         East     Units Scale Factor Converg.
 JY1337;SPC OH S     -   220,582.827   617,958.108   MT  0.99999112   +0 08 00.3
 JY1337;UTM  17      - 4,427,083.299   389,885.170   MT  0.99974927   -0 49 44.0
 JY1337
 JY1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1337!SPC OH S     -   0.99994595  x   0.99999112  =   0.99993707
 JY1337!UTM  17      -   0.99994595  x   0.99974927  =   0.99969524
 JY1337
 JY1337|---------------------------------------------------------------------|
 JY1337| PID    Reference Object                     Distance      Geod. Az  |
 JY1337|                                                           dddmmss.s |
 JY1337| CE6075 FLINT RM 1                           41.258 METERS 06954     |
 JY1337| KZ1829 FALLS                               APPROX.19.0 KM 0824303.8 |
 JY1337| CE6076 FLINT RM 2                           19.677 METERS 17313     |
 JY1337| JY1339 AMSTERDAM TV ST WHIZ MICROWAVE      APPROX. 9.6 KM 2411518.3 |
 JY1337| KZ1843 NEWARK UNIDENTIFIED TWIN MASTS      APPROX. 8.9 KM 3063737.1 |
 JY1337|---------------------------------------------------------------------|
 JY1337
 JY1337                          SUPERSEDED SURVEY CONTROL
 JY1337
 JY1337  NAD 83(1986)-  39 59 12.31165(N)    082 17 23.07855(W) AD(       ) 1
 JY1337  NAD 27      -  39 59 12.07400(N)    082 17 23.54880(W) AD(       ) 1
 JY1337  NGVD 29 (07/19/86)  378.66   (m)         1242.3    (f) LEVELING    3  
 JY1337
 JY1337.Superseded values are not recommended for survey control.
 JY1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1337.See file dsdata.txt to determine how the superseded data were derived.
 JY1337
 JY1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE8988527083(NAD 83)
 JY1337_MARKER: DS = TRIANGULATION STATION DISK
 JY1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1337
 JY1337  HISTORY     - Date     Condition        Report By
 JY1337  HISTORY     - 1959     MONUMENTED       CGS
 JY1337  HISTORY     - 1971     GOOD             NGS
 JY1337  HISTORY     - 1971     GOOD             THOMAS
 JY1337
 JY1337                          STATION DESCRIPTION
 JY1337
 JY1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JY1337'THE STATION IS ABOUT 6 MILES WEST OF HOPEWELL, 2-1/2 MILES NORTHWEST
 JY1337'OF BROWNSVILLE, ON WHAT IS KNOWN AS FLINT RIDGE, ON
 JY1337'PROPERTY OWNED BY MR. ROSS BIXLER.
 JY1337'
 JY1337'TO REACH THE STATION FROM THE POST OFFICE IN BROWNSVILLE, GO WEST ON
 JY1337'U.S.HIGHWAY 40 FOR 1.4 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 JY1337'NORTH ON COUNTY ROUTE 288 FOR 0.7 MILE TO A FORK IN THE ROAD. BEAR
 JY1337'RIGHT AND CONTINUE NORTHERLY ON ROUTE 288 FOR 1.75 MILES TO A
 JY1337'CROSSROAD. TURN LEFT AND GO WESTERLY 0.25 MILE TO THE TOP OF A HILL
 JY1337'AND THE STATION ON THE LEFT.
 JY1337'
 JY1337'STATION MARKS ARE STANDARD DISKS STAMPED FLINT 1959. THE SURFACE DISK
 JY1337'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 JY1337'IT IS 59 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 37 FEET SOUTHWEST
 JY1337'OF A POWELINE POLE, 16 FEET WEST OF A 6-INCH ELM TREE WITH A
 JY1337'TRIANGLE BLAZE AND 10.5 FEET NORTHEAST OF A 6-INCH ELM TREE WITH A
 JY1337'TRIANGLE BLAZE. A STANDARD METAL WITNESS POST WAS SET 2.5 FEET
 JY1337'EAST OF THE MARK. THE UNDERGROUND DISK IS SET IN AN
 JY1337'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 JY1337'
 JY1337'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FLINT NO. 1 1959, IS
 JY1337'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS
 JY1337'21 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 16 FEET EAST OF A
 JY1337'24-INCH OAK TREE WITH A TRIANGLE BLAZE AND 1 FOOT SOUTH
 JY1337'OF A FENCELINE.
 JY1337'
 JY1337'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FLINT NO. 2 1959, IS
 JY1337'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES. IT IS
 JY1337'29 FEET SOUTHEAST OF A 8-INCH ELM TREE WITH A TRIANGLE BLAZE AND 15
 JY1337'FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD.
 JY1337'
 JY1337'NOTE-NO AZIMUTH MARK WAS SET.
 JY1337
 JY1337                          STATION RECOVERY (1971)
 JY1337
 JY1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JY1337'THE STATION MARK ONLY WAS RECOVERED.  THE CONCRETE MONUMENT FOR ONE
 JY1337'OF THE REFERENCE MARKS WAS FOUND NEAR THE VICINITY FORMERLY OCCUPIED
 JY1337'BY THE REFERENCE MARK NO. 2, BUT THE DISK WAS MISSING.  A COMPLETE
 JY1337'AND EXTENDED SEARCH WAS MADE FOR THE REFERENCE MARKS, BUT NEITHER
 JY1337'OF THEM COULD BE FOUND.  A NEW HOUSE HAS BEEN BUILT NEAR THE
 JY1337'STATION SITE AND IT IS POSSIBLE THAT REFERENCE MARK NO. 2 WAS
 JY1337'DESTROYED AT THAT TIME.  NO AZIMUTH MARK WAS EVER SET FOR THE
 JY1337'STATION.  AT THE TIME OF THIS VISIT TO THE STATION SITE, THE NEW
 JY1337'HOME WAS VACANT AND THE FORMER OWNER WAS ON VACATION IN
 JY1337'FLORIDA AND THE EXISTING OWNER COULD NOT BE FOUND.
 JY1337'
 JY1337'IT WILL BE NECESSARY TO MAKE POLARIS OBSERVATIONS TO ESTABLISH AN
 JY1337'AZIMUTH MARK, AFTER WHICH NEW REFERENCE MARKS CAN BE ESTABLISHED.
 JY1337'
 JY1337'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION OF THE STATION MARK.
 JY1337'
 JY1337'THE STATION IS LOCATED ABOUT 6 MILES WEST OF HOPEWELL, ABOUT 2-1/2
 JY1337'MILES NORTHWEST OF BROWNSVILLE, ABOUT 1-1/2 MILES WEST OF THE
 JY1337'ENTRANCE INTO FLINT RIDGE STATE MEMORIAL PARK, AND IN THE FRONT YARD
 JY1337'OF A BRICK HOME WHOSE OWNER COULD NOT BE DETERMINED.
 JY1337'
 JY1337'TO REACH THE STATION FROM THE JUNCTION OF LICKING COUNTY ROAD 668
 JY1337'AND U.S. HIGHWAY 40 ABOUT 50 YARDS WEST OF THE POST OFFICE IN THE
 JY1337'SMALL COMMUNITY OF BROWNSVILLE, GO NORTHERLY ON LICKING COUNTY
 JY1337'ROAD 668 FOR 3.15 MILES TO LICKING COUNTY ROAD 312 AND THE
 JY1337'ENTRANCE INTO FLINT RIDGE STATE MEMORIAL PARK IN THE SOUTHEAST
 JY1337'ANGLE.  HERE TURN LEFT ON LICKING COUNTY ROAD 312 AND GO WESTERLY
 JY1337'FOR 1.45 MILES TO A BRICK HOME ON THE LEFT AND THE MARK ON
 JY1337'THE LEFT IN THE YARD AS DESCRIBED.
 JY1337'
 JY1337'THE STATION IS 105.8 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF
 JY1337'THE BRICK HOME, 65.5 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 JY1337'OF THE BRICK HOME, 58 FEET SOUTH OF THE APPROXIMATE CENTER OF
 JY1337'LICKING COUNTY ROAD 312, 30.5 FEET SOUTH-SOUTHWEST OF A GUYED
 JY1337'POWERLINE TRANSFORMER POLE NO. S3 4518 11, 30 FEET WEST OF THE
 JY1337'APPROXIMATE CENTER OF THE EAST ENTRANCE OF A GRAVELED CIRCULAR
 JY1337'DRIVEWAY, 30 FEET EAST OF THE APPROXIMATE CENTER OF THE WEST
 JY1337'ENTRANCE OF THE CIRCULAR DRIVEWAY, 15.6 FEET WEST OF A 10-INCH
 JY1337'BLACK WALNUT TREE, 12.8 FEET WEST OF THE ANCHOR ROD OF A DEADMAN
 JY1337'FOR THE GUYED POWERLINE POLE, 9.8 FEET EAST OF A 7-INCH
 JY1337'TULIP POPLAR TREE, AND 0.6 OF A FOOT WEST OF A METAL WITNESS
 JY1337'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 JY1337'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND THE
 JY1337'DISK IS STAMPED FLINT 1959.
 JY1337'
 JY1337'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MILES
 JY1337'NW. OF BROWNSVILLE.
 JY1337
 JY1337                          STATION RECOVERY (1971)
 JY1337
 JY1337'RECOVERY NOTE BY THOMAS ENG AND SURV 1971 (OC)
 JY1337'STATION MARK FLINT - OK STAMPED 1959.
 JY1337'
 JY1337'RM NO. 1 - NOT RECOVERED MAY BE BURIED NEW HOUSE BUILT IN VICINITY.
 JY1337'
 JY1337'RM NO. 2 - DESTROYED FOUND MONUMENT UPSET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2032 ***********************************************************************
 KZ2032  DESIGNATION -  FLINT JOSEPHINIUM COLL SPIRE
 KZ2032  PID         -  KZ2032
 KZ2032  STATE/COUNTY-  OH/FRANKLIN
 KZ2032  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ2032
 KZ2032                         *CURRENT SURVEY CONTROL
 KZ2032  ___________________________________________________________________
 KZ2032* NAD 83(1995)-  40 07 12.67408(N)    083 01 07.73775(W)     ADJUSTED  
 KZ2032* NAVD 88     -                                                        
 KZ2032  ___________________________________________________________________
 KZ2032  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 KZ2032  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ2032
 KZ2032  HORZ ORDER  -  THIRD
 KZ2032
 KZ2032.The horizontal coordinates were established by classical geodetic methods
 KZ2032.and adjusted by the National Geodetic Survey in April 1998..
 KZ2032
 KZ2032
 KZ2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2032
 KZ2032.The geoid height was determined by GEOID03.
 KZ2032
 KZ2032;                    North         East     Units Scale Factor Converg.
 KZ2032;SPC OH S     -   235,505.127   555,773.501   MT  1.00001834   -0 19 45.1
 KZ2032;SPC OH N     -    50,494.654   555,771.026   MT  1.00007471   -0 20 27.0
 KZ2032;UTM  17      - 4,443,050.384   327,970.863   MT  0.99996432   -1 18 04.4
 KZ2032
 KZ2032                          SUPERSEDED SURVEY CONTROL
 KZ2032
 KZ2032  NAD 83(1986)-  40 07 12.68047(N)    083 01 07.74632(W) AD(       ) 4
 KZ2032  NAD 27      -  40 07 12.45300(N)    083 01 08.07600(W) AD(       ) 3
 KZ2032
 KZ2032.Superseded values are not recommended for survey control.
 KZ2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2032.See file dsdata.txt to determine how the superseded data were derived.
 KZ2032
 KZ2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2797143050(NAD 83)
 KZ2032_MARKER: 89 = SPIRE
 KZ2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2032+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003
 KZ2032
 KZ2032  HISTORY     - Date     Condition        Report By
 KZ2032  HISTORY     - 1933     FIRST OBSERVED   CGS
 KZ2032  HISTORY     - 1948     GOOD             CGS
 KZ2032  HISTORY     - 1984     GOOD             USPSQD
 KZ2032  HISTORY     - 20030801 GOOD             USPSQD
 KZ2032  HISTORY     - 20030802 GOOD             USPSQD
 KZ2032  HISTORY     - 20051126 GOOD             GEOCAC
 KZ2032
 KZ2032                          STATION DESCRIPTION
 KZ2032
 KZ2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CTL)
 KZ2032'THE STATION
 KZ2032'LOCATED AS
 KZ2032'WESTERVILLE, OTTERBEIN UNIVERSITY, SPIRE IS ACTUALLY
 KZ2032'FLINT, JOSEPHINIUM COLLEGE,
 KZ2032'SPIRE.
 KZ2032
 KZ2032                          STATION RECOVERY (1984)
 KZ2032
 KZ2032'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 KZ2032'STATION RECOVERED GOOD.
 KZ2032
 KZ2032                          STATION RECOVERY (2003)
 KZ2032
 KZ2032'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ2032'RECOVERED IN GOOD CONDITION.
 KZ2032
 KZ2032                          STATION RECOVERY (2003)
 KZ2032
 KZ2032'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ2032'RECOVERED IN GOOD CONDITION.
 KZ2032
 KZ2032                          STATION RECOVERY (2005)
 KZ2032
 KZ2032'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 KZ2032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1417 ***********************************************************************
 MC1417  DESIGNATION -  FLORENCE
 MC1417  PID         -  MC1417
 MC1417  STATE/COUNTY-  OH/HENRY
 MC1417  USGS QUAD   -  MC CLURE (1971)
 MC1417
 MC1417                         *CURRENT SURVEY CONTROL
 MC1417  ___________________________________________________________________
 MC1417* NAD 83(1995)-  41 18 58.73155(N)    083 57 37.96176(W)     ADJUSTED  
 MC1417* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 MC1417  ___________________________________________________________________
 MC1417  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 MC1417  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 MC1417
 MC1417  HORZ ORDER  -  THIRD
 MC1417
 MC1417.The horizontal coordinates were established by classical geodetic methods
 MC1417.and adjusted by the National Geodetic Survey in April 1998..
 MC1417
 MC1417.The orthometric height was scaled from a topographic map.
 MC1417
 MC1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1417
 MC1417.The geoid height was determined by GEOID03.
 MC1417
 MC1417;                    North         East     Units Scale Factor Converg.
 MC1417;SPC OH N     -   184,211.870   477,718.144   MT  0.99994853   -0 57 34.2
 MC1417;UTM  17      - 4,578,100.793   252,193.448   MT  1.00035581   -1 57 20.1
 MC1417;UTM  16      - 4,578,329.358   754,412.361   MT  1.00039665   +2 00 28.0
 MC1417
 MC1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1417!SPC OH N     -   0.99997281  x   0.99994853  =   0.99992134
 MC1417!UTM  17      -   0.99997281  x   1.00035581  =   1.00032861
 MC1417!UTM  16      -   0.99997281  x   1.00039665  =   1.00036945
 MC1417
 MC1417|---------------------------------------------------------------------|
 MC1417| PID    Reference Object                     Distance      Geod. Az  |
 MC1417|                                                           dddmmss.s |
 MC1417| MC1484 RICHARD ECC                         386.545 METERS 17947     |
 MC1417| MC0604 RICHARD                             372.727 METERS 18351     |
 MC1417| MC1465 MILLIE                              403.896 METERS 3590306.2 |
 MC1417|---------------------------------------------------------------------|
 MC1417
 MC1417                          SUPERSEDED SURVEY CONTROL
 MC1417
 MC1417  NAD 83(1995)-  41 18 58.73995(N)    083 57 37.96630(W) AD(       ) 3
 MC1417  NAD 83(1986)-  41 18 58.74174(N)    083 57 37.97174(W) AD(       ) 3
 MC1417  NAD 27      -  41 18 58.55500(N)    083 57 38.17200(W) AD(       ) 3
 MC1417
 MC1417.Superseded values are not recommended for survey control.
 MC1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1417.See file dsdata.txt to determine how the superseded data were derived.
 MC1417
 MC1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5219378101(NAD 83)
 MC1417_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1417_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MC1417_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MC1417_STAMPING: FLORENCE 1950
 MC1417_MARK LOGO: CGS   
 MC1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1417
 MC1417  HISTORY     - Date     Condition        Report By
 MC1417  HISTORY     - 1950     MONUMENTED       CGS
 MC1417  HISTORY     - 1963     GOOD             CGS
 MC1417  HISTORY     - 1965     GOOD             USE
 MC1417  HISTORY     - 1980     GOOD             LOCENG
 MC1417  HISTORY     - 1984     GOOD             USPSQD
 MC1417
 MC1417                          STATION DESCRIPTION
 MC1417
 MC1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JMN)
 MC1417'STATION IS IN THE PHOTOGRAMMETRIC TEST AREA, NEAR MCCLURE.  IT IS 1
 MC1417'MILE WEST AND 3.75 MILES
 MC1417'SOUTH OF MCCLURE, ON THE EAST SIDE OF A COUNTY ROAD, ON OR
 MC1417'NEAR THE PROPERTY LINE BETWEEN
 MC1417'EDWARD E. HULL AND FLORENCE THOMPSON IN THE
 MC1417'SW QUARTER OF SECTION 9, RICHFIELD TOWNSHIP.  THE
 MC1417'STATION IS IN THE CENTER OF
 MC1417'A PHOTOGRAMMETRIC TARGET OF CRUSHED LIMESTONE, 6 FEET IN DIAMETER.
 MC1417
 MC1417                          STATION RECOVERY (1963)
 MC1417
 MC1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1417'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1417'EXCEPTIONS.  THE ROW OF TREES EAST OF THE STATION ARE GONE, ALL THE
 MC1417'FENCES ARE GONE, THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE
 MC1417'TARGET 6 FEET IN DIAMETER AND THE DISK IS STAMPED FLORENCE 1950.
 MC1417
 MC1417                          STATION RECOVERY (1965)
 MC1417
 MC1417'RECOVERY NOTE BY US ENGINEERS 1965 (RWK)
 MC1417'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MC CLURE, TRAVEL S 3
 MC1417'MI. ON HWY 65 TO CO. ROAD L, W 1 MI. TO TWP ROAD 5, AND 5-3/4 MI.
 MC1417'
 MC1417'THE STA. IS LOCATED IN A 2 M. DIA. CONC. TARGET, 5 M. E OF THE
 MC1417'CENTERLINE OF THE ROAD, 1 M. S OF A POWER POLE, 2 M. N OF A CATCH
 MC1417'BASIN, AND 60 M. S OF A DRIVEWAY.
 MC1417'
 MC1417'THE STA. IS APPROX. 1/4 M. LOWER THAN THE ROAD.  THERE IS A POWER
 MC1417'LINE WIRE THAT CROSSES THE STA. GIVING A MAX. VERT. CLEARANCE OF 4 M.
 MC1417'
 MC1417'STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MC1417'FLORENCE 1950 (ELEV--687.0 FEET).
 MC1417
 MC1417                          STATION RECOVERY (1980)
 MC1417
 MC1417'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1417'FLORENCE 1950 RECOVERED GOOD.
 MC1417'
 MC1417'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.75 MI S. AND 1 MI W.,
 MC1417'MCCLURE.
 MC1417
 MC1417                          STATION RECOVERY (1984)
 MC1417
 MC1417'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1417'FLORENCE 1950 RECOVERED GOOD.
 MC1417'
 MC1417'ADD W/P TO DESCRIPTION - CONC. TARGET BROKEN UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1448 ***********************************************************************
 MC1448  DESIGNATION -  FLOWERS
 MC1448  PID         -  MC1448
 MC1448  STATE/COUNTY-  OH/HENRY
 MC1448  USGS QUAD   -  MC CLURE (1971)
 MC1448
 MC1448                         *CURRENT SURVEY CONTROL
 MC1448  ___________________________________________________________________
 MC1448* NAD 83(1995)-  41 18 33.57056(N)    083 55 37.56341(W)     ADJUSTED  
 MC1448* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 MC1448  ___________________________________________________________________
 MC1448  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 MC1448  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 MC1448
 MC1448  HORZ ORDER  -  THIRD
 MC1448
 MC1448.The horizontal coordinates were established by classical geodetic methods
 MC1448.and adjusted by the National Geodetic Survey in April 1998..
 MC1448
 MC1448.The orthometric height was scaled from a topographic map.
 MC1448
 MC1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1448
 MC1448.The geoid height was determined by GEOID03.
 MC1448
 MC1448;                    North         East     Units Scale Factor Converg.
 MC1448;SPC OH N     -   183,389.443   480,505.237   MT  0.99994801   -0 56 15.1
 MC1448;UTM  17      - 4,577,229.702   254,966.933   MT  1.00033899   -1 55 59.6
 MC1448;UTM  16      - 4,577,651.997   757,239.582   MT  1.00041446   +2 01 46.6
 MC1448
 MC1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1448!SPC OH N     -   0.99997281  x   0.99994801  =   0.99992082
 MC1448!UTM  17      -   0.99997281  x   1.00033899  =   1.00031179
 MC1448!UTM  16      -   0.99997281  x   1.00041446  =   1.00038726
 MC1448
 MC1448:                Primary Azimuth Mark                     Grid Az
 MC1448:SPC OH N     -  JOSEPH                                   047 47 23.3
 MC1448:UTM  17      -  JOSEPH                                   048 47 07.8
 MC1448:UTM  16      -  JOSEPH                                   044 49 21.6
 MC1448
 MC1448|---------------------------------------------------------------------|
 MC1448| PID    Reference Object                     Distance      Geod. Az  |
 MC1448|                                                           dddmmss.s |
 MC1448| MC0609 JOSEPH                              APPROX. 0.6 KM 0465108.2 |
 MC1448| CE6077 FLOWERS RM 1                         36.213 METERS 07026     |
 MC1448| CE6078 FLOWERS RM 2                         37.609 METERS 10208     |
 MC1448|---------------------------------------------------------------------|
 MC1448
 MC1448                          SUPERSEDED SURVEY CONTROL
 MC1448
 MC1448  NAD 83(1995)-  41 18 33.57887(N)    083 55 37.56832(W) AD(       ) 3
 MC1448  NAD 83(1986)-  41 18 33.58099(N)    083 55 37.57391(W) AD(       ) 3
 MC1448  NAD 27      -  41 18 33.39600(N)    083 55 37.78000(W) AD(       ) 3
 MC1448
 MC1448.Superseded values are not recommended for survey control.
 MC1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1448.See file dsdata.txt to determine how the superseded data were derived.
 MC1448
 MC1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5496777230(NAD 83)
 MC1448_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1448
 MC1448  HISTORY     - Date     Condition        Report By
 MC1448  HISTORY     - 1947     MONUMENTED       CGS
 MC1448  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MC1448  HISTORY     - 1963     GOOD             CGS
 MC1448  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 MC1448
 MC1448                          STATION DESCRIPTION
 MC1448
 MC1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MC1448'STATION IS LOCATED ABOUT 4 MILES SOUTH OF MCCLURE, AND 7 MILES
 MC1448'SOUTHWEST OF WESTON ON
 MC1448'PROPERTY OF MR. WILLIAM J. FLOWERS.  IT IS ABOUT 0.2 MILES WEST OF
 MC1448'THE FARMHOUSE IN THE NORTHEAST CORNER
 MC1448'OF A SMALL WOODS.  STATION IS 192 FEET EAST OF A NORTH-SOUTH
 MC1448'FENCELINE, 120 FEET WEST OF A NORTH-SOUTH
 MC1448'FENCE LINE, 46 FEET EAST OF A 30 INCH OAK TREE,
 MC1448'46 FEET NORTHWEST OF A 36 INCH TREE AND 16 FEET
 MC1448'SOUTH OF A EAST-WEST FENCELINE AND FARM LANE.
 MC1448'THE MARK IS 24 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 MC1448'IS STAMPED FLOWERS 1947.
 MC1448'
 MC1448'REFERENCE MARK NO. 1 IS 118.81 FEET NORTHEAST OF THE STATION.  IT IS
 MC1448'26 FEET NORTH OF A 14 INCH TREE,
 MC1448'11 FEET NORTH OF THE CENTER OF A FARM LANE AND 2 FEET EAST OF A FENCE
 MC1448'POST IN A EAST-WEST FENCELINE.  THE
 MC1448'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED FLOWERS
 MC1448'NO 1 1947.
 MC1448'
 MC1448'REFERENCE MARK NO. 2 IS 123.39 FEET EAST OF THE STATION.  IT IS 84
 MC1448'FEET EAST OF A 36 INCH TREE,
 MC1448'58 FEET SOUTH OF THE CENTER OF AN EAST-WEST FARM LANE, 41 FEET SOUTH
 MC1448'OF A 14 INCH TREE AND IS IN THE
 MC1448'NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MC1448'IS STAMPED FLOWERS NO 2 1947.
 MC1448'
 MC1448'STATION JOSEPH IS 0.25 MILE NORTHEAST OF THE STATION AND WAS USED AS
 MC1448'AN AZIMUTH MARK.  IT IS 38
 MC1448'FEET SOUTH OF AN EAST-WEST ROAD, 36 FEET WEST OF A NORTH-SOUTH ROAD
 MC1448'AND 24 FEET NORTH OF A POWER POLE.
 MC1448'THE MARK IS FLUSH AND THE DISK IS STAMPED JOSEPH 1947.
 MC1448'
 MC1448'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 6,
 MC1448'OHIO HIGHWAY NO. 65 AND THE
 MC1448'RAILROAD CROSSING IN MCCLURE, GO SOUTH ON OHIO HIGHWAY NO. 65 FOR 4
 MC1448'MILES TO A CROSSROAD, TURN LEFT
 MC1448'EAST AND GO 1 MILE TO A CROSSROAD*, TURN RIGHT AND
 MC1448'GO SOUTH FOR 0.15 MILES TO FARMHOUSE ON WEST SIDE
 MC1448'OF ROAD, TURN RIGHT INTO BARNYARD
 MC1448'AND FOLLOW FARM LANE WEST FOR 0.2 MILES TO SMALL WOODS AND STATION
 MC1448'AS DESCRIBED.
 MC1448'
 MC1448'*STATION JOSEPH IS IN SOUTHWEST ANGLE OF THIS INTERSECTION.
 MC1448'
 MC1448'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MC1448
 MC1448                          STATION RECOVERY (1959)
 MC1448
 MC1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 MC1448'THE STATION WAS RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 MC1448'ADEQUATE FOR
 MC1448'RECOVERY.  THE WOODS HAS BEEN CLEARED AND THE STATION AND
 MC1448'BOTH REFERENCE MARKS ARE IN THE
 MC1448'FIELD.
 MC1448'
 MC1448'THE PROPERTY OWNER, MR. WILLIAM J. FLOWERS, REQUESTED THAT R.M. 2 BE
 MC1448'REMOVED AS IT WAS
 MC1448'IN THE WAY OF FARM MACHINERY.  THIS WAS DONE, BUT
 MC1448'ANOTHER REFERENCE MARK WAS NOT
 MC1448'ESTABLISHED AS THERE IS NO NEARBY
 MC1448'LOCATION FOR IT THAT WOULD NOT BE IN THE WAY.
 MC1448'R.M. 1 WAS LEFT IN PLACE
 MC1448'AS IT IS NEAR THE EDGE OF A LANE AND NOT IN THE WAY OF
 MC1448'CULTIVATION.
 MC1448'INSTRUMENT WAS SET UP OVER R.M. 1 AND ANGLE TURNED AS FOLLOWS TO
 MC1448'FACILITATE
 MC1448'RECOVERY OF THE STATION MARK WHICH IS 2 FEET BELOW THE
 MC1448'SURFACE.
 MC1448'
 MC1448'FENCES THAT WERE IN PLACE WHEN ORIGINAL DESCRIPTION WAS WRITTEN HAVE
 MC1448'BEEN REMOVED.
 MC1448
 MC1448                          STATION RECOVERY (1963)
 MC1448
 MC1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1448'THE STATION MARK AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.  THE
 MC1448'DISTANCE TO R.M. 1 WAS VERIFIED.  THE RECOVEREY NOTE BY R.F.L. 1959
 MC1448'IS ADEQUATE.
 MC1448
 MC1448                          STATION RECOVERY (1980)
 MC1448
 MC1448'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RWW)
 MC1448'FLOWERS NO 1 1947 RECOVERED GOOD.
 MC1448'
 MC1448'STATION WAS LOCATED WITH A PROBE.  DID NOT DIG UP BECAUSE OF LOCATION
 MC1448'IN FIELD.  A SECOND R.M. COULD BE SET TO THE WEST.
 MC1448'
 MC1448'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.75 MI NORTH AND 0.75 MI
 MC1448'EAST OF WESTHOPE, OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3411 ***********************************************************************
 KY3411  DESIGNATION -  FLUSHING MUNICIPAL TANK
 KY3411  PID         -  KY3411
 KY3411  STATE/COUNTY-  OH/BELMONT
 KY3411  USGS QUAD   -  FLUSHING (1994)
 KY3411
 KY3411                         *CURRENT SURVEY CONTROL
 KY3411  ___________________________________________________________________
 KY3411* NAD 83(1995)-  40 09 01.54568(N)    081 03 53.58792(W)     ADJUSTED  
 KY3411* NAVD 88     -                                                        
 KY3411  ___________________________________________________________________
 KY3411  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 KY3411  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY3411
 KY3411  HORZ ORDER  -  THIRD
 KY3411
 KY3411.The horizontal coordinates were established by classical geodetic methods
 KY3411.and adjusted by the National Geodetic Survey in April 1998..
 KY3411
 KY3411
 KY3411.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3411
 KY3411.The geoid height was determined by GEOID03.
 KY3411
 KY3411;                    North         East     Units Scale Factor Converg.
 KY3411;SPC OH S     -   239,707.859   722,278.558   MT  1.00002527   +0 54 38.2
 KY3411;SPC OH N     -    54,727.442   722,283.194   MT  1.00006621   +0 56 34.1
 KY3411;UTM  17      - 4,444,455.641   494,473.563   MT  0.99960038   -0 02 30.6
 KY3411
 KY3411                          SUPERSEDED SURVEY CONTROL
 KY3411
 KY3411  NAD 83(1986)-  40 09 01.55056(N)    081 03 53.59370(W) AD(       ) 4
 KY3411  NAD 27      -  40 09 01.30900(N)    081 03 54.23500(W) AD(       ) 3
 KY3411
 KY3411.Superseded values are not recommended for survey control.
 KY3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3411.See file dsdata.txt to determine how the superseded data were derived.
 KY3411
 KY3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME9447444456(NAD 83)
 KY3411_MARKER: 53 = ELEVATED TANK
 KY3411
 KY3411  HISTORY     - Date     Condition        Report By
 KY3411  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3411
 KY3411                          STATION DESCRIPTION
 KY3411
 KY3411'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3411'THE STATION IS THE CENTER OF THE CONICAL SHAPED ROOF WITH A
 KY3411'BALL AT THE TOP OF
 KY3411'A 4 LEGGED STEEL STRUCTURE.  THE STRUCTURE IS PAINTED SILVER WITH
 KY3411'SOME OF THE PAINT PEELING OFF AND HAS
 KY3411'A LARGE RISER PIPE UNDER THE CENTER OF THE TANK.
 KY3411'THERE IS A SMALL CAT WALK AROUND THE TOP OF THE TANK AND
 KY3411'THE APPROXIMATE OVERALL HEIGHT IS
 KY3411'150 FEET.
 KY3411'
 KY3411'IT IS LOCATED IN THE NORTHEAST ANGLE OF PEARL AND HIGH STREETS IN THE
 KY3411'TOWN OF FLUSHING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1325 ***********************************************************************
 JY1325  DESIGNATION -  FOLK
 JY1325  PID         -  JY1325
 JY1325  STATE/COUNTY-  OH/PERRY
 JY1325  USGS QUAD   -  NEW LEXINGTON (1992)
 JY1325
 JY1325                         *CURRENT SURVEY CONTROL
 JY1325  ___________________________________________________________________
 JY1325* NAD 83(1995)-  39 44 22.95189(N)    082 14 28.42265(W)     ADJUSTED  
 JY1325* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 JY1325  ___________________________________________________________________
 JY1325  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 JY1325  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JY1325
 JY1325  HORZ ORDER  -  SECOND
 JY1325
 JY1325.The horizontal coordinates were established by classical geodetic methods
 JY1325.and adjusted by the National Geodetic Survey in April 1998..
 JY1325
 JY1325.The orthometric height was scaled from a topographic map.
 JY1325
 JY1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1325
 JY1325.The geoid height was determined by GEOID03.
 JY1325
 JY1325;                    North         East     Units Scale Factor Converg.
 JY1325;SPC OH S     -   193,164.805   622,180.143   MT  0.99995510   +0 09 51.1
 JY1325;UTM  17      - 4,399,604.634   393,646.377   MT  0.99973925   -0 47 36.9
 JY1325
 JY1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1325!SPC OH S     -   0.99995439  x   0.99995510  =   0.99990949
 JY1325!UTM  17      -   0.99995439  x   0.99973925  =   0.99969365
 JY1325
 JY1325:                Primary Azimuth Mark                     Grid Az
 JY1325:SPC OH S     -  NEW LEXINGTON CO CTHSE                   135 03 43.2
 JY1325:UTM  17      -  NEW LEXINGTON CO CTHSE                   136 01 11.2
 JY1325
 JY1325|---------------------------------------------------------------------|
 JY1325| PID    Reference Object                     Distance      Geod. Az  |
 JY1325|                                                           dddmmss.s |
 JY1325| JY1326 NEW LEXINGTON CO CTHSE              APPROX. 4.0 KM 1351334.3 |
 JY1325| CE6079 FOLK AZ MK                                         1793803.8 |
 JY1325| CE6080 FOLK RM 1                            87.959 METERS 18723     |
 JY1325| CE6081 FOLK RM 2                            80.546 METERS 29017     |
 JY1325|---------------------------------------------------------------------|
 JY1325
 JY1325                          SUPERSEDED SURVEY CONTROL
 JY1325
 JY1325  NAD 83(1986)-  39 44 22.95545(N)    082 14 28.43262(W) AD(       ) 2
 JY1325  NAD 27      -  39 44 22.70560(N)    082 14 28.89870(W) AD(       ) 2
 JY1325
 JY1325.Superseded values are not recommended for survey control.
 JY1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1325.See file dsdata.txt to determine how the superseded data were derived.
 JY1325
 JY1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9364699605(NAD 83)
 JY1325_MARKER: DS = TRIANGULATION STATION DISK
 JY1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1325
 JY1325  HISTORY     - Date     Condition        Report By
 JY1325  HISTORY     - 1959     MONUMENTED       CGS
 JY1325  HISTORY     - 1970     GOOD             OHDT
 JY1325
 JY1325                          STATION DESCRIPTION
 JY1325
 JY1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JY1325'THE STATION IS ABOUT 2.5 MILES NORTHWEST OF NEW LEXINGTON, ON A
 JY1325'PARTIALLY BARE KNOLL, IN THE SOUTHWEST QUARTER OF SECTION 31,
 JY1325'T 16 N, R 15 W, IN CLAYTON TOWNSHIP, AND ON PROPERTY OWNED BY MR.
 JY1325'FRANK M. FOLK.
 JY1325'
 JY1325'TO REACH THE STATION FROM THE COURTHOUSE IN NEW LEXINGTON, GO
 JY1325'NORTHERLY ON MAIN STREET 0.4 MILE TO THE INTERSECTION OF MAIN
 JY1325'STREET AND BROADWAY STREET.  TURN LEFT AND GO WEST ON BROADWAY
 JY1325'STREET (HIGHWAYS 13 AND 37) 0.45 MILE.  TURN RIGHT AND GO NORTH ON
 JY1325'STATE HIGHWAY 13 FOR 0.45 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 JY1325'AND GO NORTHWEST ON THE BLACKTOP ROAD 1.45 MILES TO AN INTERSECTION
 JY1325'OF THE ROADS.  (BEAR SHARP LEFT AND GO SOUTHERLY ON THE ROCK ROAD 0.2
 JY1325'MILE TO AN UNDERGROUND CABLE CROSSING THE ROAD AND THE AZIMUTH
 JY1325'MARK ON THE RIGHT.) BEAR LEFT AND GO WEST ON A DIRT ROAD (PASSING
 JY1325'THROUGH A CUT IN THE ROAD) 0.1 MILE TO THE SOUTHWEST CORNER OF THE
 JY1325'FENCED IN PASTURE.  BEAR SHARP RIGHT, PASS THROUGH WIRE GATE AND
 JY1325'GO NORTHEAST THROUGH PASTURE 0.05 MILE TO THE TOP OF THE KNOLL AND
 JY1325'THE STATION.
 JY1325'
 JY1325'STATION MARKS ARE STANDARD DISKS STAMPED FOLK 1959.  THE SURFACE DISK
 JY1325'IS SET IN A SQUARE CONCRETE POST WHICH IS 14 INCHES BELOW THE
 JY1325'SURFACE OF THE GROUND.  IT IS 293 FEET NORTH OF AN EAST-WEST
 JY1325'FENCELINE, 268 FEET EAST OF A NORTH-SOUTH FENCELINE, 164 FEET WEST
 JY1325'OF THE WEST EDGE OF A GROUP OF DECIDUOUS TREES AND ABOUT 4 FEET LOWER
 JY1325'IN ELEVATION THAN THE HIGHEST POINT OF THE KNOLL.  THE
 JY1325'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES
 JY1325'BELOW THE SURFACE OF THE GROUND.
 JY1325'
 JY1325'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FOLK NO 1 1959, IS SET
 JY1325'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 15 FEET
 JY1325'NORTH OF THE CENTERLINE OF THE DIRT ROAD, 14.5 FEET NORTHWEST OF A
 JY1325'TELEPHONE POLE AND 2.5 FEET NORTH OF AN EAST-WEST FENCELINE.  A
 JY1325'STANDARD METAL WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 JY1325'
 JY1325'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FOLK NO 2 1959, IS SET
 JY1325'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 37 FEET
 JY1325'SOUTH OF A CORNER FENCE POST AND 6 INCHES EAST OF A NORTH-SOUTH
 JY1325'FENCELINE.
 JY1325'
 JY1325'AZIMUTH MARK, A STANDARD DISK STAMPED FOLK 1959, IS SET IN A SQUARE
 JY1325'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 43 FEET SOUTHWEST
 JY1325'OF A T-FENCE CORNER POST, 13 FEET NORTHWEST OF THE CENTERLINE OF THE
 JY1325'ROCK ROAD AND 6 INCHES SOUTHEAST OF THE FENCELINE.  A STANDARD
 JY1325'METAL WITNESS POST WAS SET 2.3 FEET SOUTHWEST OF THE MARK.
 JY1325
 JY1325                          STATION RECOVERY (1970)
 JY1325
 JY1325'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1970 (EPM)
 JY1325'FOLK RECOVERED GOOD.
 JY1325'
 JY1325'AZIMUTH RECOVERED GOOD.
 JY1325'
 JY1325'REFERENCE MARK RECOVERED GOOD.
 JY1325'
 JY1325'STEEL POST AND SIGN, SURVEY MARKER INSTALLED NEAR STATION FOLK POST
 JY1325'AND SIGN NEAR AZIMUTH MARK IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1500 ***********************************************************************
 KY1500  CBN         -  This is a Cooperative Base Network Control Station.
 KY1500  DESIGNATION -  FORD
 KY1500  PID         -  KY1500
 KY1500  STATE/COUNTY-  OH/GUERNSEY
 KY1500  USGS QUAD   -  BLOOMFIELD (1994)
 KY1500
 KY1500                         *CURRENT SURVEY CONTROL
 KY1500  ___________________________________________________________________
 KY1500* NAD 83(1995)-  40 02 21.94099(N)    081 38 48.85721(W)     ADJUSTED  
 KY1500* NAVD 88     -       348.089  (meters)    1142.02   (feet)  ADJUSTED  
 KY1500  ___________________________________________________________________
 KY1500  X           -     710,404.870 (meters)                     COMP
 KY1500  Y           -  -4,838,256.451 (meters)                     COMP
 KY1500  Z           -   4,081,540.427 (meters)                     COMP
 KY1500  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 KY1500  ELLIP HEIGHT-         314.25  (meters)          (03/08/05) GPS OBS
 KY1500  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KY1500  DYNAMIC HT  -         347.902 (meters)    1141.41  (feet)  COMP
 KY1500  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 KY1500
 KY1500  HORZ ORDER  -  B
 KY1500  VERT ORDER  -  FIRST     CLASS II
 KY1500  ELLP ORDER  -  FOURTH    CLASS II
 KY1500
 KY1500.The horizontal coordinates were established by GPS observations
 KY1500.and adjusted by the National Geodetic Survey in August 1996..
 KY1500
 KY1500.The orthometric height was determined by differential leveling
 KY1500.and adjusted by the National Geodetic Survey in June 1991..
 KY1500
 KY1500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY1500
 KY1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1500
 KY1500.The ellipsoidal height was determined by GPS observations
 KY1500.and is referenced to NAD 83.
 KY1500
 KY1500.The geoid height was determined by GEOID03.
 KY1500
 KY1500.The dynamic height is computed by dividing the NAVD 88
 KY1500.geopotential number by the normal gravity value computed on the
 KY1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1500.degrees latitude (g = 980.6199 gals.).
 KY1500
 KY1500.The modeled gravity was interpolated from observed gravity values.
 KY1500
 KY1500;                    North         East     Units Scale Factor Converg.
 KY1500;SPC OH S     -   226,754.718   672,806.180   MT  1.00000121   +0 32 28.7
 KY1500;UTM  17      - 4,432,333.793   444,811.970   MT  0.99963749   -0 24 58.2
 KY1500
 KY1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1500!SPC OH S     -   0.99995070  x   1.00000121  =   0.99995191
 KY1500!UTM  17      -   0.99995070  x   0.99963749  =   0.99958821
 KY1500
 KY1500:                Primary Azimuth Mark                     Grid Az
 KY1500:SPC OH S     -  COLUMBUS PHILADELPH AWY BN 6B            083 56 14.0
 KY1500:UTM  17      -  COLUMBUS PHILADELPH AWY BN 6B            084 53 40.9
 KY1500
 KY1500|---------------------------------------------------------------------|
 KY1500| PID    Reference Object                     Distance      Geod. Az  |
 KY1500|                                                           dddmmss.s |
 KY1500| KY3438 COLUMBUS PHILADELPH AWY BN 6B       APPROX. 6.6 KM 0842842.7 |
 KY1500| KY3440 CAMBRIDGE PARK SCHOOL FINIAL        APPROX. 5.7 KM 1061539.6 |
 KY1500| KY3437 CAMBRIDGE FIRST ME CH SPIRE         APPROX. 4.9 KM 1070919.4 |
 KY1500| KY3439 CAMBRIDGE GUERNSEY CO CTHSE         APPROX. 5.1 KM 1074738.9 |
 KY1500| KY3441 CAMBRIDGE AM STEEL CO STACK         APPROX. 6.4 KM 1154902.5 |
 KY1500| KY3448 COLUMBUS PHILADELPH AWY BN 5        APPROX.12.7 KM 2742856.0 |
 KY1500| KY1499 FORD RM 1                            88.773 METERS 29542     |
 KY1500| KY1501 FORD RM 2                            84.323 METERS 34836     |
 KY1500| KY3444 COLLEGE                              43.023 METERS 35303     |
 KY1500|---------------------------------------------------------------------|
 KY1500
 KY1500                          SUPERSEDED SURVEY CONTROL
 KY1500
 KY1500  ELLIP H (08/20/96)  314.28   (m)                       GP(       ) 4 2
 KY1500  NAD 83(1986)-  40 02 21.94692(N)    081 38 48.86485(W) AD(       ) 1
 KY1500  NAD 27      -  40 02 21.68100(N)    081 38 49.40800(W) AD(       ) 1
 KY1500  NAVD 88 (05/31/95)  348.09   (m)         1142.0    (f) LEVELING    3  
 KY1500  NAVD 88 (08/31/93)  348.09   (m)         1142.0    (f) LEVELING    3  
 KY1500  NGVD 29 (??/??/92)  348.313  (m)         1142.76   (f) ADJ UNCH    1 2
 KY1500
 KY1500.Superseded values are not recommended for survey control.
 KY1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1500.See file dsdata.txt to determine how the superseded data were derived.
 KY1500
 KY1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME4481232334(NAD 83)
 KY1500_MARKER: DS = TRIANGULATION STATION DISK
 KY1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1500_SP_SET: CONCRETE POST
 KY1500_STAMPING: FORD 1933
 KY1500_MARK LOGO: CGS   
 KY1500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1500+STABILITY: SURFACE MOTION
 KY1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1500+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1995
 KY1500
 KY1500  HISTORY     - Date     Condition        Report By
 KY1500  HISTORY     - 1933     MONUMENTED       CGS
 KY1500  HISTORY     - 1954     GOOD             NGS
 KY1500  HISTORY     - 1957     GOOD             CGS
 KY1500  HISTORY     - 1957     GOOD             LOCENG
 KY1500  HISTORY     - 1975     GOOD             THOMAS
 KY1500  HISTORY     - 19890101 GOOD             OH-119
 KY1500  HISTORY     - 19920909 GOOD             AEP
 KY1500  HISTORY     - 19921217 GOOD             OH-119
 KY1500  HISTORY     - 19950807 GOOD             NGS
 KY1500
 KY1500                          STATION DESCRIPTION
 KY1500
 KY1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KY1500'ABOUT 3 MILES WEST-
 KY1500'NORTHWEST OF
 KY1500'CAMBRIDGE, AT THE TOP OF COLLEGE HILL, AND ABOUT 250
 KY1500'YARDS SOUTHEAST OF THE COLLEGE
 KY1500'HILL SCHOOL BUILDING, SCHOOL IS ON
 KY1500'THE HIGHEST PART OF THE HILL.
 KY1500'
 KY1500'TO REACH FROM CAMBRIDGE, GO WEST ON WHEELING AVENUE (U.S.
 KY1500'HIGHWAY 40) FOR
 KY1500'0.25 MILE FROM COURT HOUSE, CROSS VIADUCT OVER
 KY1500'BALTIMORE AND OHIO RAILROAD AND
 KY1500'PROCEED 0.75 MILE ON U.S. HIGHWAY
 KY1500'40 TO T-ROAD RIGHT AT THE TOP OF A HILL, TURN
 KY1500'RIGHT AND FOLLOW
 KY1500'GRAVEL ROAD FOR 2.0 MILES TO T-ROAD LEFT, TURN LEFT AND PROCEED
 KY1500'0.5 MILE TO
 KY1500'COLLEGE HILL SCHOOL HOUSE AT TOP OF HILL.  STATION IS
 KY1500'IN AN OPEN FIELD ACROSS THE
 KY1500'ROAD FROM THE SCHOOL AND JUST SOUTH
 KY1500'OF A PEACH ORCHARD, ABOUT 300 FEET SOUTHEAST
 KY1500'OF THE CENTER LINE
 KY1500'OF THE ROAD AND 277 FEET SOUTH OF FENCE AND CABLE LINE ALONG
 KY1500'THE SOUTH
 KY1500'EDGE OF THE PEACH ORCHARD.  MARK PROJECTS 3 INCHES
 KY1500'ABOVE THE GROUND.
 KY1500'
 KY1500'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KY1500'DISKS IN CONCRETE.
 KY1500'
 KY1500'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION, 1 FOOT EAST
 KY1500'OF RIGHT-OF-WAY
 KY1500'FENCE, 15 FEET EAST OF THE CENTER LINE OF THE
 KY1500'ROAD AT THE INTERSECTION OF AN OLD
 KY1500'ROADWAY AND NEW ROAD, ABOUT 150
 KY1500'FEET SOUTH OF SCHOOL BUILDING, AND PROJECTS 8 INCHES
 KY1500'ABOVE THE
 KY1500'GROUND.  REFERENCE MARK NO. 2 IS NORTH OF THE STATION, 1 FOOT
 KY1500'SOUTH OF FENCE AND
 KY1500'CABLE LINE ALONG THE SOUTH EDGE OF PEACH
 KY1500'ORCHARD, 3 FEET WEST OF THE SECOND
 KY1500'CABLE LINE POLE EAST OF THE
 KY1500'ROAD, AND 180 FEET EAST OF THE ROAD, AND PROJECTS 8
 KY1500'INCHES ABOVE
 KY1500'THE GROUND.
 KY1500'
 KY1500'A UNITED STATES GEOLOGICAL SURVEY BENCH MARK IS NORTH OF THE
 KY1500'STATION AND 135
 KY1500'FEET SOUTH OF FENCE AND CABLE LINE, IT IS A
 KY1500'STANDARD U.S.G.S. DISK SET IN A 6-
 KY1500'BY 6-INCH CONCRETE POST.
 KY1500'THERE ARE NO IDENTIFICATION MARKS STAMPED ON THE
 KY1500'DISK, THE POST
 KY1500'IS NOT SOLID IN THE GROUND AND MARK PROJECTS 2 INCHES ABOVE THE
 KY1500'GROUND.
 KY1500'
 KY1500'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KY1500
 KY1500                          STATION RECOVERY (1954)
 KY1500
 KY1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KY1500'5.1 MI W FROM CAMBRIDGE.
 KY1500'2.8 MILE SOUTHWEST ALONG TE BALTIMORE AND OHIO RAILROAD FROM
 KY1500'THE STATION AT CAMBRIDGE, THENCE ABOUT 2.3 MILES NORTH AND
 KY1500'NORTHWEST ALONG A GRAVEL ROAD, NEAR THE TOP OF A HILL, 10.8 FEET
 KY1500'EAST OF SOUTHEAST CORNER OF CONCRETE BASE OF WILE RADIO TOWER,
 KY1500'1/2 FOOT EAST OF WOODEN FENCE AROUND TOWER, 291 FEET
 KY1500'EAST-SOUTHEAST OF RM NO. 1, 277 FEET SOUTH OF RM NO. 2, AND
 KY1500'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 KY1500
 KY1500                          STATION RECOVERY (1957)
 KY1500
 KY1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KY1500'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE MARKS 1
 KY1500'AND 2 WERE FOUND
 KY1500'IN GOOD CONDITION.  THE U.S.G.S. MARK WAS NOT RECOVERED.
 KY1500'THE OLD DESCRIPTION IS ADEQUATE
 KY1500'WITH THE FOLLOWING ADDITIONS- THE STATION
 KY1500'MARK IS NOW 13 FEET EAST OF THE MAST OF RADIO
 KY1500'STATION WILE.
 KY1500'
 KY1500'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KY1500'HIGHWAY 209 AT THE
 KY1500'WEST EDGE OF CAMBRIDGE, GO NORTHWEST ON HIGHWAY 209 FOR
 KY1500'2.0 MILES TO A PAVED ROAD LEFT.  TURN
 KY1500'LEFT AND GO WEST ON THE PAVED ROAD
 KY1500'FOR 0.6 MILE TO THE TOP OF A HILL AND THE STATION AT THE
 KY1500'RADIO MAST ABOUT 400
 KY1500'FEET SOUTH OF THE ROAD.
 KY1500
 KY1500                          STATION RECOVERY (1957)
 KY1500
 KY1500'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 KY1500'REPORT OF LORENZI, DODDS AND CUNNILL, ENGINEERS, BERGER BLDG,
 KY1500'PITTSBURG 19,
 KY1500'PENN. DATED 30 SEPT. 1957.
 KY1500'
 KY1500'SURFACE MARK NOW PROJECTS 9 INCHES ABOVE GROUND.  SURFACE AND
 KY1500'REFERENCE MARKS ARE
 KY1500'IN GOOD CONDITION.  CAMBRIDGE IS AVAILABLE AS AN AZIMUTH
 KY1500'MARK, VISIBLE FROM GROUND
 KY1500'LEVEL, BUT CAMBRIDGE SHOULD BE CHECKED FOR
 KY1500'POSSIBLE DISPLACEMENT BEFORE USING.  USGS
 KY1500'STATION COLLEGE COULD NOT BE
 KY1500'RECOVERED.  STATION FORD IS 10.8 FEET EAST OF THE SOUTHEAST
 KY1500'CORNER OF CONCRETE
 KY1500'BASE OF WILE RADIO TOWER.
 KY1500
 KY1500                          STATION RECOVERY (1975)
 KY1500
 KY1500'RECOVERY NOTE BY THOMAS ENG AND SURV 1975 (HBW)
 KY1500'FORD-1933 UNDISTURBED.
 KY1500'
 KY1500'(RM 1) FORD 1933 UNDISTURBED.
 KY1500'
 KY1500'(RM 2) FORD 1933 UNDISTURBED.
 KY1500'
 KY1500'STATION IS UNDER A HEAVY PICKET FENCE SURROUNDING TRANSMITTER TOWER
 KY1500'AND NOT OCCUPAYABLE WITHOUT DISTURBING THE FENCE.  RM 1 NOW PROJECTS
 KY1500'10 INCHES ABOVE THE GROUND AND RM 2 IS NOW FLUSH AND ON A SLOPE
 KY1500'FROM A FILL.
 KY1500'
 KY1500'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WNW OF
 KY1500'COMBRIDGE, OHIO.
 KY1500
 KY1500                          STATION RECOVERY (1989)
 KY1500
 KY1500'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1989
 KY1500'THE STATION IS LOCATED ABOUT 34 KM (21.15 MI) ENE OF ZANESVILLE AND
 KY1500'ABOUT 3 KM (1.85 MI) W OF CAMBRIDGE AT THE WILE RADIO STATION MAST IN
 KY1500'A FIELD BEHIND THE RADIO STATION.  OWNERSHIP-- MR. GRANT HAFLEY, P.O.
 KY1500'BOX 338, CAMBRIDGE OH 43725, PHONE (614) 432-5605.
 KY1500'TO REACH THE STATION FROM THE WESTERN JUNCTION OF U.S. HIGHWAYS 22
 KY1500'AND40 AND STATE ROUTE 209 ON THE WEST SIDE OF CAMBRIDGE, GO NW ON
 KY1500'STATE ROUTE 209 FOR 2.6 KM (1.60 MI) TO A SIDE ROAD LEFT (COUNTY ROAD
 KY1500'418).  TURN LEFT AND GO 2.8 KM (1.75 MI) TO A FORK.  BEAR LEFT FOR
 KY1500'0.08KM (0.05 MI) TO WILE RADIO STATION ON THE LEFT AND THE STATION
 KY1500'AT THE MAST.
 KY1500'THE MARK IS SET IN A 0.3 M (1.0 FT) DIAMETER CONCRETE MONUMENT
 KY1500'PROJECTING 0.25 M (0.8 FT) ABOVE THE GROUND.  IT IS 3.4 M (11.2 FT) E
 KY1500'OF THE MAST, 4.8 M (15.7 FT) SSE OF THE NE CORNER OF A WOODEN FENCE,
 KY1500'2.7 M (8.9 FT) NNE OF THE SE CORNER OF THE FENCE AND 0.5 M (1.6 FT) E
 KY1500'OF THE 1.83 M (6.0 FT) HIGH FENCE.
 KY1500
 KY1500                          STATION RECOVERY (1992)
 KY1500
 KY1500'RECOVERY NOTE BY AMERICAN ELECTRIC POWER 1992
 KY1500'RECOVERED IN GOOD CONDITION.
 KY1500
 KY1500                          STATION RECOVERY (1992)
 KY1500
 KY1500'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 KY1500'RECOVERED AS DESCRIBED.
 KY1500' 
 KY1500'THE STATION IS LOCATED ABOUT 34 KM (21.10 MI) ENE OF ZANESVILLE AND
 KY1500'ABOUT 3 KM (1.85 MI) W OF CAMBRIDGE AT THE WILE RADIO STATION MAST IN
 KY1500'A FIELD BEHIND THE RADIO STATION. OWNERSIP-- MR. GRNAT HAFLEY, P.O.
 KY1500'BOX 338, CAMBRIDGE OH 43725, PHONE (614) 432-5606.
 KY1500' 
 KY1500'TO REACH THE STATION FROM THE WESTERN JUNCTION OF U.S. HIGHWAYS 22 AND
 KY1500'40 AND STATE ROUTE 209 ON THE WEST SIDE OF CAMBRIDGE, GO NW ON STATE
 KY1500'ROUTE 209 FOR 2.6 KM (1.60 MI) TO A SIDE ROAD LEFT (COUNTY ROAD 418).
 KY1500'TURN LEFT AND GO 2.8 KM (1.75 MI) TO A FORK. BEAR LEFT FOR 0.08 KM
 KY1500'(0.05 MI) TO 'WILE' RADIO STATION ON THE LEFT AND THE STATION AT THE
 KY1500'MAST.
 KY1500' 
 KY1500'THE MARK IS SET IN A 0.3 M (1.0 FT) DIAMTETER CONCRETE MONUMENT
 KY1500'PROJECTING 0.25 M (0.82 FT) ABOVE THE GROUND. IT IS 3.4 M (11.2 FT) E
 KY1500'OF THE MAST, 4.8 M (15.7 FT) SSE OF THE NE CORNER OF A WOODEN FENCE.
 KY1500'2.7 M (8.9 FT) NNE OF THE SE CORNER OF THE FENCE AND 0.5 M (1.6 FT) E
 KY1500'OF THE 1.83 M (6.00 FT) HIGH FENCE.
 KY1500
 KY1500                          STATION RECOVERY (1995)
 KY1500
 KY1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY1500'THE STATION IS LOCATED ABOUT 34 KM (21.10 MI) EAST-NORTHEAST OF
 KY1500'ZANESVILLE, 3.2 KM (2.00 MI) WEST OF CAMBRIDGE, AT WILE RADIO STATION,
 KY1500'IN A FIELD NEAR THE TOWER.  OWNERSHIP, AVC COMMUNICATIONS INC., DAVID
 KY1500'WILSON, OPERATIONS MANAGER, P O BOX 338, CAMBRIDGE, OH 43725,
 KY1500'TELEPHONE (614) 432-5605.  ADVANCE NOTICE OF INTENT TO USE THE STATION
 KY1500'AFTER NORMAL BUSINESS HOURS IS REQUESTED.  TO REACH THE STATION FROM
 KY1500'THE WESTERN JUNCTION OF US HIGHWAYS 22 AND 40 AND STATE ROUTE 209 ON
 KY1500'THE WEST SIDE OF CAMBRIDGE, GO NORTHWEST ON ROUTE 209 FOR 2.6 KM (1.60
 KY1500'MI) TO COUNTY ROAD 615 (COLLEGE HILL ROAD) ON THE LEFT, TURN LEFT AND
 KY1500'GO WESTERLY FOR 2.8 KM (1.75 MI) TO A FORK, BEAR LEFT ONTO COUNTRY
 KY1500'ROAD 418 (SKYLINE DRIVE) AND CONTINUE 0.08 KM (0.05 MI) TO WILE RADIO
 KY1500'STATION ON THE LEFT.  VEHICLE ACCESS TO THE STATION CAN BE ATTAINED
 KY1500'FROM THE EAST END OF THE PARKING LOT BY DRIVING SOUTH ALONG THE MOWED
 KY1500'EDGE OF THE FIELD ABOUT 12 M (39.4 FT) EAST OF THE STATION BUILDING.
 KY1500'THE MARK IS 3.4 M (11.2 FT) EAST OF THE TOWER, 4.8 M (15.7 FT)
 KY1500'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A 1.8 M (5.9 FT) TALL
 KY1500'WOODEN FENCE WHICH SURROUNDS THE TOWER, 0.5 M (1.6 FT) EAST OF THE
 KY1500'FENCE, SET IN TOP OF A ROUND CONCRETE MONUMENT PROJECTING 0.25 M (0.82
 KY1500'FT) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1499 ***********************************************************************
 KY1499  DESIGNATION -  FORD RM 1
 KY1499  PID         -  KY1499
 KY1499  STATE/COUNTY-  OH/GUERNSEY
 KY1499  USGS QUAD   -  BLOOMFIELD (1994)
 KY1499
 KY1499                         *CURRENT SURVEY CONTROL
 KY1499  ___________________________________________________________________
 KY1499* NAD 83(1986)-  40 02 21.     (N)    081 38 48.     (W)     SCALED    
 KY1499* NAVD 88     -       345.729  (meters)    1134.28   (feet)  ADJUSTED  
 KY1499  ___________________________________________________________________
 KY1499  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KY1499  DYNAMIC HT  -         345.543 (meters)    1133.67  (feet)  COMP
 KY1499  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 KY1499
 KY1499  VERT ORDER  -  FIRST     CLASS II
 KY1499
 KY1499.The horizontal coordinates were scaled from a topographic map and have
 KY1499.an estimated accuracy of +/- 6 seconds.
 KY1499
 KY1499.The orthometric height was determined by differential leveling
 KY1499.and adjusted by the National Geodetic Survey in June 1991..
 KY1499
 KY1499.The geoid height was determined by GEOID03.
 KY1499
 KY1499.The dynamic height is computed by dividing the NAVD 88
 KY1499.geopotential number by the normal gravity value computed on the
 KY1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1499.degrees latitude (g = 980.6199 gals.).
 KY1499
 KY1499.The modeled gravity was interpolated from observed gravity values.
 KY1499
 KY1499;                    North         East    Units  Estimated Accuracy
 KY1499;SPC OH S     -   226,730.      672,830.      MT  (+/- 180 meters Scaled)
 KY1499
 KY1499                          SUPERSEDED SURVEY CONTROL
 KY1499
 KY1499  NGVD 29 (??/??/92)  345.954  (m)         1135.02   (f) ADJ UNCH    1 2
 KY1499
 KY1499.Superseded values are not recommended for survey control.
 KY1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1499.See file dsdata.txt to determine how the superseded data were derived.
 KY1499
 KY1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME448323(NAD 83)
 KY1499_MARKER: DR = REFERENCE MARK DISK
 KY1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1499_STAMPING: FORD NO 1 1933
 KY1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1499+STABILITY: SURFACE MOTION
 KY1499
 KY1499  HISTORY     - Date     Condition        Report By
 KY1499  HISTORY     - 1933     MONUMENTED       CGS
 KY1499  HISTORY     - 1954     GOOD             NGS
 KY1499
 KY1499                          STATION DESCRIPTION
 KY1499
 KY1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1499'5.1 MI W FROM CAMBRIDGE.
 KY1499'2.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1499'FROM THE STATION AT CAMBRIDGE, THENCE ABOUT 2.3 MILES NORTH
 KY1499'AND NORTHWEST ALONG A GRAVEL ROAD, NEAR THE TOP OF A HILL,
 KY1499'277 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF CONCRETE BASE
 KY1499'OF WILE RADIO TOWER, 291 FEET WEST-NORTHWEST OF THE STATION
 KY1499'MARK, 19 FEET SOUTHEAST OF CENTER LINE OF ROAD, 108 1/2 FEET
 KY1499'WEST OF SOUTHWEST CORNER OF OFFICE BUILDING OF RADIO TOWER, 18 1/2
 KY1499'FEET NORTH-NORTHEAST OF POWER POLE NO. 1542/6 WITH A TRANSFORMER
 KY1499'AND SWITCH BOX FROM WHICH THE LINE GOES UNDERGROUND TO OFFICE,
 KY1499'ABOUT 4 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 KY1499'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1501 ***********************************************************************
 KY1501  DESIGNATION -  FORD RM 2
 KY1501  PID         -  KY1501
 KY1501  STATE/COUNTY-  OH/GUERNSEY
 KY1501  USGS QUAD   -  BLOOMFIELD (1994)
 KY1501
 KY1501                         *CURRENT SURVEY CONTROL
 KY1501  ___________________________________________________________________
 KY1501* NAD 83(1986)-  40 02 21.     (N)    081 38 48.     (W)     SCALED    
 KY1501* NAVD 88     -       346.926  (meters)    1138.21   (feet)  ADJUSTED  
 KY1501  ___________________________________________________________________
 KY1501  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KY1501  DYNAMIC HT  -         346.739 (meters)    1137.59  (feet)  COMP
 KY1501  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 KY1501
 KY1501  VERT ORDER  -  FIRST     CLASS II
 KY1501
 KY1501.The horizontal coordinates were scaled from a topographic map and have
 KY1501.an estimated accuracy of +/- 6 seconds.
 KY1501
 KY1501.The orthometric height was determined by differential leveling
 KY1501.and adjusted by the National Geodetic Survey in June 1991..
 KY1501
 KY1501.The geoid height was determined by GEOID03.
 KY1501
 KY1501.The dynamic height is computed by dividing the NAVD 88
 KY1501.geopotential number by the normal gravity value computed on the
 KY1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1501.degrees latitude (g = 980.6199 gals.).
 KY1501
 KY1501.The modeled gravity was interpolated from observed gravity values.
 KY1501
 KY1501;                    North         East    Units  Estimated Accuracy
 KY1501;SPC OH S     -   226,730.      672,830.      MT  (+/- 180 meters Scaled)
 KY1501
 KY1501                          SUPERSEDED SURVEY CONTROL
 KY1501
 KY1501  NGVD 29 (??/??/92)  347.151  (m)         1138.94   (f) ADJ UNCH    1 2
 KY1501
 KY1501.Superseded values are not recommended for survey control.
 KY1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1501.See file dsdata.txt to determine how the superseded data were derived.
 KY1501
 KY1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME448323(NAD 83)
 KY1501_MARKER: DR = REFERENCE MARK DISK
 KY1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1501_STAMPING: FORD NO 2 1933
 KY1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1501+STABILITY: SURFACE MOTION
 KY1501
 KY1501  HISTORY     - Date     Condition        Report By
 KY1501  HISTORY     - 1933     MONUMENTED       CGS
 KY1501  HISTORY     - 1954     GOOD             NGS
 KY1501
 KY1501                          STATION DESCRIPTION
 KY1501
 KY1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1501'5.1 MI W FROM CAMBRIDGE.
 KY1501'2.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1501'FROM THE STATION AT CAMBRIDGE, THENCE ABOUT 2.3 MILES NORTH
 KY1501'AND NORTHWEST ALONG A GRAVEL ROAD, NEAR THE TOP OF A HILL,
 KY1501'271 FEET NORTH OF NORTHWEST CORNER OF CONCRETE BASE OF WILE
 KY1501'RADIO TOWER, 277 FEET NORTH OF THE STATION MARK, 130 1/2 FEET
 KY1501'NORTHEAST OF NORTHEAST CORNER OF OFFICE BUILIDING OF RADIO
 KY1501'TOWER, 199 FEET EAST OF CENTER LINE OF ROAD, 1 FOOT SOUTH
 KY1501'OF A WIRE FENCE, 3 1/2 FEET WEST-SOUTHWEST OF CABLE LINE POLE
 KY1501'NO. 93 ON AN EAST-WEST CABLE LINE, AND SET IN THE TOP OF A
 KY1501'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3099 ***********************************************************************
 JZ3099  DESIGNATION -  FOREST EAST BASE
 JZ3099  PID         -  JZ3099
 JZ3099  STATE/COUNTY-  OH/CLERMONT
 JZ3099  USGS QUAD   -  WITHAMSVILLE (1992)
 JZ3099
 JZ3099                         *CURRENT SURVEY CONTROL
 JZ3099  ___________________________________________________________________
 JZ3099* NAD 83(1995)-  39 04 17.08674(N)    084 18 22.84343(W)     ADJUSTED  
 JZ3099* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 JZ3099  ___________________________________________________________________
 JZ3099  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 JZ3099  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ3099
 JZ3099  HORZ ORDER  -  FIRST
 JZ3099
 JZ3099.The horizontal coordinates were established by classical geodetic methods
 JZ3099.and adjusted by the National Geodetic Survey in April 1998..
 JZ3099
 JZ3099.The orthometric height was scaled from a topographic map.
 JZ3099
 JZ3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3099
 JZ3099.The geoid height was determined by GEOID03.
 JZ3099
 JZ3099;                    North         East     Units Scale Factor Converg.
 JZ3099;SPC OH S     -   120,504.389   443,698.335   MT  0.99995074   -1 08 46.2
 JZ3099;SPC KY1Z     - 1,304,869.616 1,624,943.150   MT  1.00012275   +0 53 10.8
 JZ3099;SPC KY1Z     - 4,281,059.73  5,331,167.65   sFT  1.00012275   +0 53 10.8
 JZ3099;SPC KY N     -   174,431.016   495,123.826   MT  1.00001760   -0 02 06.2
 JZ3099;SPC KY N     -   572,279.09  1,624,418.75   sFT  1.00001760   -0 02 06.2
 JZ3099;UTM  16      - 4,328,155.397   733,031.453   MT  1.00026871   +1 41 54.8
 JZ3099
 JZ3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3099!SPC OH S     -   0.99996237  x   0.99995074  =   0.99991311
 JZ3099!SPC KY1Z     -   0.99996237  x   1.00012275  =   1.00008512
 JZ3099!SPC KY N     -   0.99996237  x   1.00001760  =   0.99997997
 JZ3099!UTM  16      -   0.99996237  x   1.00026871  =   1.00023107
 JZ3099
 JZ3099|---------------------------------------------------------------------|
 JZ3099| PID    Reference Object                     Distance      Geod. Az  |
 JZ3099|                                                           dddmmss.s |
 JZ3099| CC8717 FOREST E BASE RM 1                   16.279 METERS 18849     |
 JZ3099| HZ2378 ALEXANDRIA MUNICIPAL TANK           APPROX.14.4 KM 2093833.7 |
 JZ3099| CC8716 FOREST E BASE AZ MK                                2741730.2 |
 JZ3099| CC8718 FOREST E BASE RM 2                   29.542 METERS 27827     |
 JZ3099| JZ3093 INDIAN HILL MUNICIPAL TANK          APPROX.11.6 KM 3324848.4 |
 JZ3099| JZ3095 RANGER STA WQST TRANSM TOWER        APPROX.10.2 KM 3422504.6 |
 JZ3099|---------------------------------------------------------------------|
 JZ3099
 JZ3099                          SUPERSEDED SURVEY CONTROL
 JZ3099
 JZ3099  NAD 83(1995)-  39 04 17.09280(N)    084 18 22.85043(W) AD(       ) 1
 JZ3099  NAD 83(1986)-  39 04 17.09032(N)    084 18 22.85466(W) AD(       ) 1
 JZ3099  NAD 27      -  39 04 16.86800(N)    084 18 23.08000(W) AD(       ) 1
 JZ3099
 JZ3099.Superseded values are not recommended for survey control.
 JZ3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3099.See file dsdata.txt to determine how the superseded data were derived.
 JZ3099
 JZ3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3303128155(NAD 83)
 JZ3099_MARKER: DS = TRIANGULATION STATION DISK
 JZ3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3099
 JZ3099  HISTORY     - Date     Condition        Report By
 JZ3099  HISTORY     - 1947     MONUMENTED       CGS
 JZ3099  HISTORY     - 1976     MARK NOT FOUND   NGS
 JZ3099
 JZ3099                          STATION DESCRIPTION
 JZ3099
 JZ3099'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3099'STATION IS LOCATED ABOUT 4 AND 1/2 MILES EAST-SOUTHEAST OF MT.
 JZ3099'WASHINGTON ON LAND OWNED BY MR. CHARLES WILFERT, 81 FEET NORTH OF
 JZ3099'THE INTERSECTION OF STATE HIGHWAY 125 AND HOPPEL ROAD, 70 FEET
 JZ3099'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE ATTACHED TO A
 JZ3099'BRICK HOUSE, 48 FEET EAST OF THE CENTERLINE OF DRIVEWAY TO SAME
 JZ3099'GARAGE, 63 FEET NORTH OF POWER POLE NO. 404A AND 11.5 FEET EAST OF
 JZ3099'FENCE. THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 JZ3099'DISK IS STAMPED FOREST EAST BASE 1947.
 JZ3099'
 JZ3099'REFERENCE MARK NO. 1 IS 53.41 FEET SOUTH OF THE STATION, 29 FEET
 JZ3099'NORTH-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 125 AND 16 FEET
 JZ3099'WEST-NORTHWEST OF POWER POLE NO. 404A. THE MARK IS SET IN A PRECAST
 JZ3099'CONCRETE BLOCK, 7 INCHES SQUARE AT THE TOP AND PROJECTING 4 INCHES,
 JZ3099'AND THE DISK IS STAMPED FOREST EAST BASE NO 1 1947.
 JZ3099'
 JZ3099'REFERENCE MARK NO. 2 IS 96.92 FEET WEST OF THE STATION, 59 FEET WEST
 JZ3099'OF DRIVEWAY TO BRICK HOUSE AND 46 FEET SOUTH-SOUTHWEST
 JZ3099'OF THE SOUTHWEST CORNER OF BRICK HOUSE. THE MARK IS SET IN A PRECAST
 JZ3099'CONCRETE BLOCK, 7 INCHES SQUARE AT THE TOP AND PROJECTING 1 INCH,
 JZ3099'AND THE DISK IS STAMPED FOREST EAST BASE NO 2 1947.
 JZ3099'
 JZ3099'THE AZIMUTH MARK IS 0.8 MILE WEST OF THE STATION, 67 FEET
 JZ3099'EAST-SOUTHEAST OF POWER POLE NO. 384, 42 FEET WEST OF POWER POLE
 JZ3099'NO. T 85036 AND 5 FEET SOUTH OF THE SOUTH EDGE OF PAVEMENT ON STATE
 JZ3099'HIGHWAY 125. THE MARK IS SET IN A PRECAST CONCRETE BLOCK, 7
 JZ3099'INCHES SQUARE AT THE TOP AND FLUSH WITH THE GROUND, AND THE DISC IS
 JZ3099'STAMPED FOREST EAST BASE 1947.
 JZ3099'
 JZ3099'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MT. WASHINGTON, GO
 JZ3099'SOUTH AND EAST ON STATE HIGHWAY 125 FOR 5.0 MILES TO HOPPEL ROAD
 JZ3099'RIGHT AND THE STATION ON THE LEFT.
 JZ3099'
 JZ3099'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY
 JZ3099'125 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.  THIS DISTANCE WAS
 JZ3099'TRAVERSED AND THE DISTANCE MEASURED WAS 1230.5556 METERS.
 JZ3099'
 JZ3099'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JZ3099
 JZ3099                          STATION RECOVERY (1976)
 JZ3099
 JZ3099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JZ3099'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH.
 JZ3099'THE STATION SITE IS NOW A DRIVEWAY TO A NEW SUB-DIVISION.
 JZ3099'MEASUREMENT FROM REFERENCE MARK 2 WOULD PLACE THE STATION SITE ABOUT
 JZ3099'1 FOOT WEST OF THE WEST CURBIBG OF THE DRIVWAY.  MR. BISHOP WHO
 JZ3099'LIVES IN THE BRICK HOUSE MENTIONED IN THE DESCRIPTION, SAID THAT THE
 JZ3099'DRIVEWAY WAS DUG DEEP AND UTILITIES WERE PUT IN AT THE STE.  THE
 JZ3099'AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 JZ3099'CONSTRUCTION.
 JZ3099'
 JZ3099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES EAST
 JZ3099'OF MT. WASHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0380 ***********************************************************************
 JZ0380  DESIGNATION -  FOREST WEST BASE
 JZ0380  PID         -  JZ0380
 JZ0380  STATE/COUNTY-  OH/HAMILTON
 JZ0380  USGS QUAD   -  WITHAMSVILLE (1992)
 JZ0380
 JZ0380                         *CURRENT SURVEY CONTROL
 JZ0380  ___________________________________________________________________
 JZ0380* NAD 83(1995)-  39 04 21.75338(N)    084 21 16.13418(W)     ADJUSTED  
 JZ0380* NAVD 88     -       256.619  (meters)     841.92   (feet)  ADJUSTED  
 JZ0380  ___________________________________________________________________
 JZ0380  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 JZ0380  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0380  DYNAMIC HT  -         256.456 (meters)     841.39  (feet)  COMP
 JZ0380  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 JZ0380
 JZ0380  HORZ ORDER  -  FIRST
 JZ0380  VERT ORDER  -  FIRST     CLASS II
 JZ0380
 JZ0380.The horizontal coordinates were established by classical geodetic methods
 JZ0380.and adjusted by the National Geodetic Survey in April 1998..
 JZ0380
 JZ0380.The orthometric height was determined by differential leveling
 JZ0380.and adjusted by the National Geodetic Survey in June 1991..
 JZ0380
 JZ0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0380
 JZ0380.The geoid height was determined by GEOID03.
 JZ0380
 JZ0380.The dynamic height is computed by dividing the NAVD 88
 JZ0380.geopotential number by the normal gravity value computed on the
 JZ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0380.degrees latitude (g = 980.6199 gals.).
 JZ0380
 JZ0380.The modeled gravity was interpolated from observed gravity values.
 JZ0380
 JZ0380;                    North         East     Units Scale Factor Converg.
 JZ0380;SPC OH S     -   120,732.693   439,536.670   MT  0.99995062   -1 10 36.1
 JZ0380;SPC KY1Z     - 1,304,950.155 1,620,775.287   MT  1.00012322   +0 51 24.5
 JZ0380;SPC KY1Z     - 4,281,323.97  5,317,493.59   sFT  1.00012322   +0 51 24.5
 JZ0380;SPC KY N     -   174,578.566   490,958.236   MT  1.00001784   -0 03 54.0
 JZ0380;SPC KY N     -   572,763.18  1,610,752.15   sFT  1.00001784   -0 03 54.0
 JZ0380;UTM  16      - 4,328,176.880   728,862.309   MT  1.00024499   +1 40 05.6
 JZ0380
 JZ0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0380!SPC OH S     -   0.99996508  x   0.99995062  =   0.99991570
 JZ0380!SPC KY1Z     -   0.99996508  x   1.00012322  =   1.00008829
 JZ0380!SPC KY N     -   0.99996508  x   1.00001784  =   0.99998292
 JZ0380!UTM  16      -   0.99996508  x   1.00024499  =   1.00021006
 JZ0380
 JZ0380:                Primary Azimuth Mark                     Grid Az
 JZ0380:SPC OH S     -  FOREST WEST BASE AZ MK                   004 04 04.1
 JZ0380:SPC KY1Z     -  FOREST WEST BASE AZ MK                   002 02 03.5
 JZ0380:SPC KY N     -  FOREST WEST BASE AZ MK                   002 57 22.0
 JZ0380:UTM  16      -  FOREST WEST BASE AZ MK                   001 13 22.4
 JZ0380
 JZ0380|---------------------------------------------------------------------|
 JZ0380| PID    Reference Object                     Distance      Geod. Az  |
 JZ0380|                                                           dddmmss.s |
 JZ0380| CC8719 FOREST WEST BASE AZ MK                             0025328.0 |
 JZ0380| JZ0381 FOREST WEST BASE RM 1                32.385 METERS 16728     |
 JZ0380| JZ0379 FOREST WEST BASE RM 2                24.591 METERS 28739     |
 JZ0380| JZ3093 INDIAN HILL MUNICIPAL TANK          APPROX.10.2 KM 3533715.9 |
 JZ0380|---------------------------------------------------------------------|
 JZ0380
 JZ0380                          SUPERSEDED SURVEY CONTROL
 JZ0380
 JZ0380  NAD 83(1995)-  39 04 21.75945(N)    084 21 16.14123(W) AD(       ) 1
 JZ0380  NAD 83(1986)-  39 04 21.75699(N)    084 21 16.14531(W) AD(       ) 1
 JZ0380  NAD 27      -  39 04 21.53500(N)    084 21 16.36500(W) AD(       ) 1
 JZ0380  NGVD 29 (??/??/92)  256.797  (m)          842.51   (f) ADJ UNCH    1 2
 JZ0380
 JZ0380.Superseded values are not recommended for survey control.
 JZ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0380.See file dsdata.txt to determine how the superseded data were derived.
 JZ0380
 JZ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2886228177(NAD 83)
 JZ0380_MARKER: DD = SURVEY DISK
 JZ0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0380_STAMPING: FOREST WEST BASE 1947
 JZ0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0380+STABILITY: SURFACE MOTION
 JZ0380
 JZ0380  HISTORY     - Date     Condition        Report By
 JZ0380  HISTORY     - 1947     MONUMENTED       CGS
 JZ0380  HISTORY     - 1947     GOOD             NGS
 JZ0380  HISTORY     - 1962     POOR             NGS
 JZ0380
 JZ0380                          STATION DESCRIPTION
 JZ0380
 JZ0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ0380'STATION IS LOCATED ABOUT 2 MILES EAST-SOUTHEAST OF THE MT. WASHINGTON
 JZ0380'WATER TANK ON PROPERTY BELONGING TO MR. H.A. RABE 36.6 FEET
 JZ0380'SOUTHWEST OF THE NORTHEAST FENCE CORNER OF HIS PROPERTY, 24 FEET
 JZ0380'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF STATE HIGHWAY 125 AND
 JZ0380'27.8 FEET WEST OF A NORTH-SOUTH FENCE. THE MARK IS 12 INCHES BELOW
 JZ0380'THE SURFACE OF THE GROUND AND THE DISC IS STAMPED FOREST WEST BASE
 JZ0380'1947.
 JZ0380'
 JZ0380'REFERENCE MARK NO. 1 IS 106.25 FEET SOUTH-SOUTHEAST OF THE STATION,
 JZ0380'127 FEET SOUTH OF A NORTHEAST FENCE CORNER AND 1 FOOT WEST OF A
 JZ0380'NORTH-SOUTH FENCE. THE MARK IS SET IN A PRECAST CONCRETE BLOCK, 7
 JZ0380'INCHES SQUARE AT THE TOP AND PROJECTING 6 INCHES AND THE
 JZ0380'DISC IS STAMPED FOREST WEST BASE NO 1 1947.
 JZ0380'
 JZ0380'REFERENCE MARK NO. 2 IS 80.68 FEET WEST-NORTHWEST OF THE STATION, 105
 JZ0380'FEET WEST OF THE NORTHEAST FENCE CORNER AND 1 FOOT SOUTH OF THE SOUTH
 JZ0380'RIGHT-OF-WAY FENCE OF STATE HIGHWAY 125. THE MARK IS SET IN A PRECAST
 JZ0380'CONCRETE BLOCK, 7 INCHES SQUARE AT THE TOP AND PROJECTING 6 INCHES,
 JZ0380'AND THE DISC IS STAMPED FOREST WEST BASE NO 2 1947.
 JZ0380'
 JZ0380'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION AND STATE HIGHWAY
 JZ0380'125, 18 FEET EAST OF THE CENTERLINE OF COLLINSDALE ST., 2.2 FEET
 JZ0380'SOUTHWEST OF POWER AND TELEPHONE POLE NO. H563JE AND 2 FEET WEST OF
 JZ0380'THE WEST EDGE OF SIDEWALK. THE MARK IS SET IN A CONCRETE PRECAST
 JZ0380'BLOCK, 7 INCHES SQUARE AT THE TOP AND PROJECTING 4 INCHES, AND THE
 JZ0380'DISC IS STAMPED FOREST WEST BASE 1947.
 JZ0380'
 JZ0380'A STATION IS 0.35 MILE EAST OF THE STATION ON THE NORTH SIDE OF
 JZ0380'STATE HIGHWAY 125, 78 FEET WEST OF A FIRE PLUG, 10.3 FEET SOUTH OF
 JZ0380'POWER POLE NO. 340 AND 5.1 FEET NORTH OF THE NORTH EDGE OF PAVEMENT
 JZ0380'OF STATE HIGHWAY 125. THE MARK IS SET IN A CONCRETE BLOCK, 7 INCHES
 JZ0380'SQUARE AT THE TOP AND FLUSH WITH THE SURFACE OF THE GROUND. THE DISC
 JZ0380'IS A STANDARD BRONZE TABLET WITH THE ENGRAVING, CITY OF
 JZ0380'CINCINNATI-TRAVERSE STATION-BENCH MARK, ON IT AND IS STAMPED FOREST
 JZ0380'A.
 JZ0380'
 JZ0380'TO REACH THE STATION FROM THE MT. WASHINGTON POST OFFICE WHICH IS 30
 JZ0380'YARDS EAST OF THE INTERSECTION OF BEECHMONT AVENUE (STATE HIGHWAY
 JZ0380'125) AND CORBLY ST., GO SOUTHEAST ON STATE HIGHWAY 125 FOR 2.3 MILES
 JZ0380'TO MR. RABES HOME ON THE RIGHT AND THE STATION.
 JZ0380'
 JZ0380'THE DISTANCE FROM THIS STATION TO THE A STATION WAS MEASURED AS
 JZ0380'PART OF THE BASELINE AND THE CORRECTED DISTANCE IS 551.6648
 JZ0380'METERS.
 JZ0380'
 JZ0380'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JZ0380
 JZ0380                          STATION RECOVERY (1947)
 JZ0380
 JZ0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 JZ0380'AT MT WASHINGTON.
 JZ0380'AT MOUNT WASHINGTON 0.3 MILE EAST OF THE INTERSECTION OF SALEM
 JZ0380'PIKE AND CINCINNATI WEST UNION PIKE.  ACROSS ROAD FROM COLLINSDALE
 JZ0380'STREET, 54.0 FEET SOUTH OF THE CENTERLINE OF CINCINNATI WEST
 JZ0380'UNION PIKE, 24.0 FEET SOUTH OF FENCE LINE, 27.7 FEET WEST OF
 JZ0380'FENCE LINE.  ABOUT 5.0 FEET HIGHER THAN ROAD.  A CONCRETE POST
 JZ0380'ABOUT 1.0 FEET BELOW SURFACE OF GROUND.
 JZ0380
 JZ0380                          STATION RECOVERY (1962)
 JZ0380
 JZ0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JZ0380'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0379 ***********************************************************************
 JZ0379  DESIGNATION -  FOREST WEST BASE RM 2
 JZ0379  PID         -  JZ0379
 JZ0379  STATE/COUNTY-  OH/HAMILTON
 JZ0379  USGS QUAD   -  WITHAMSVILLE (1992)
 JZ0379
 JZ0379                         *CURRENT SURVEY CONTROL
 JZ0379  ___________________________________________________________________
 JZ0379* NAD 83(1986)-  39 04 22.     (N)    084 21 17.     (W)     SCALED    
 JZ0379* NAVD 88     -       256.535  (meters)     841.65   (feet)  ADJUSTED  
 JZ0379  ___________________________________________________________________
 JZ0379  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0379  DYNAMIC HT  -         256.372 (meters)     841.11  (feet)  COMP
 JZ0379  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 JZ0379
 JZ0379  VERT ORDER  -  FIRST     CLASS II
 JZ0379
 JZ0379.The horizontal coordinates were scaled from a topographic map and have
 JZ0379.an estimated accuracy of +/- 6 seconds.
 JZ0379
 JZ0379.The orthometric height was determined by differential leveling
 JZ0379.and adjusted by the National Geodetic Survey in June 1991..
 JZ0379
 JZ0379.The geoid height was determined by GEOID03.
 JZ0379
 JZ0379.The dynamic height is computed by dividing the NAVD 88
 JZ0379.geopotential number by the normal gravity value computed on the
 JZ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0379.degrees latitude (g = 980.6199 gals.).
 JZ0379
 JZ0379.The modeled gravity was interpolated from observed gravity values.
 JZ0379
 JZ0379;                    North         East    Units  Estimated Accuracy
 JZ0379;SPC OH S     -   120,740.      439,520.      MT  (+/- 180 meters Scaled)
 JZ0379
 JZ0379                          SUPERSEDED SURVEY CONTROL
 JZ0379
 JZ0379  NGVD 29 (??/??/92)  256.714  (m)          842.24   (f) ADJ UNCH    1 2
 JZ0379
 JZ0379.Superseded values are not recommended for survey control.
 JZ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0379.See file dsdata.txt to determine how the superseded data were derived.
 JZ0379
 JZ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ288281(NAD 83)
 JZ0379_MARKER: DR = REFERENCE MARK DISK
 JZ0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0379_STAMPING: FOREST WEST BASE RM 2 1947
 JZ0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0379+STABILITY: SURFACE MOTION
 JZ0379
 JZ0379  HISTORY     - Date     Condition        Report By
 JZ0379  HISTORY     - 1947     MONUMENTED       CGS
 JZ0379  HISTORY     - 1947     GOOD             NGS
 JZ0379  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0379
 JZ0379                          STATION DESCRIPTION
 JZ0379
 JZ0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0379'AT MT WASHINGTON.
 JZ0379'AT MOUNT WASHINGTON 0.3 MILE EAST OF THE INTERSECTION OF SALEM
 JZ0379'PIKE AND CINCINNATI WEST UNION PIKE.  ACROSS THE ROAD FROM
 JZ0379'COLLINSDALE STREET, 31.0 FEET SOUTH OF THE CENTERLINE OF
 JZ0379'CINCINNATI WEST UNION PIKE, 80.7 FEET WEST OF THE TRIANGULATION
 JZ0379'STATION, 1.0 FEET SOUTH OF FENCE LINE.  ABOUT 5.0 FEET HIGHER
 JZ0379'THAN THE ROAD.  A CONCRETE POST PROJECTING ABOUT 0.8 FEET.
 JZ0379
 JZ0379                          STATION RECOVERY (1985)
 JZ0379
 JZ0379'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0381 ***********************************************************************
 JZ0381  DESIGNATION -  FOREST WEST BASE RM 1
 JZ0381  PID         -  JZ0381
 JZ0381  STATE/COUNTY-  OH/HAMILTON
 JZ0381  USGS QUAD   -  WITHAMSVILLE (1992)
 JZ0381
 JZ0381                         *CURRENT SURVEY CONTROL
 JZ0381  ___________________________________________________________________
 JZ0381* NAD 83(1986)-  39 04 22.     (N)    084 21 16.     (W)     SCALED    
 JZ0381* NAVD 88     -       257.035  (meters)     843.29   (feet)  ADJUSTED  
 JZ0381  ___________________________________________________________________
 JZ0381  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ0381  DYNAMIC HT  -         256.872 (meters)     842.75  (feet)  COMP
 JZ0381  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 JZ0381
 JZ0381  VERT ORDER  -  FIRST     CLASS II
 JZ0381
 JZ0381.The horizontal coordinates were scaled from a topographic map and have
 JZ0381.an estimated accuracy of +/- 6 seconds.
 JZ0381
 JZ0381.The orthometric height was determined by differential leveling
 JZ0381.and adjusted by the National Geodetic Survey in June 1991..
 JZ0381
 JZ0381.The geoid height was determined by GEOID03.
 JZ0381
 JZ0381.The dynamic height is computed by dividing the NAVD 88
 JZ0381.geopotential number by the normal gravity value computed on the
 JZ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0381.degrees latitude (g = 980.6199 gals.).
 JZ0381
 JZ0381.The modeled gravity was interpolated from observed gravity values.
 JZ0381
 JZ0381;                    North         East    Units  Estimated Accuracy
 JZ0381;SPC OH S     -   120,740.      439,540.      MT  (+/- 180 meters Scaled)
 JZ0381
 JZ0381                          SUPERSEDED SURVEY CONTROL
 JZ0381
 JZ0381  NGVD 29 (08/25/92)  257.214  (m)          843.88   (f) ADJUSTED    1 2
 JZ0381
 JZ0381.Superseded values are not recommended for survey control.
 JZ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0381.See file dsdata.txt to determine how the superseded data were derived.
 JZ0381
 JZ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ288281(NAD 83)
 JZ0381_MARKER: DR = REFERENCE MARK DISK
 JZ0381_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JZ0381_SP_SET: PREFAB CONC. POST IN EARTH
 JZ0381_STAMPING: FOREST WEST BASE RM 1
 JZ0381_MARK LOGO: CGS   
 JZ0381_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0381
 JZ0381  HISTORY     - Date     Condition        Report By
 JZ0381  HISTORY     - 1947     MONUMENTED       CGS
 JZ0381  HISTORY     - 1947     GOOD             NGS
 JZ0381  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 JZ0381  HISTORY     - 19920128 GOOD             WOOLPT
 JZ0381
 JZ0381                          STATION DESCRIPTION
 JZ0381
 JZ0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0381'AT MT WASHINGTON.
 JZ0381'AT MOUNT WASHINGTON 0.3 MILE EAST OF THE INTERSECTION OF SALEM
 JZ0381'PIKE AND CINCINNATI WEST UNION PIKE.  ACROSS THE ROAD FROM
 JZ0381'COLLINSDALE STREET, 106.5 FEET SOUTHEAST OF TRIANGULATION
 JZ0381'STATION, 1.0 FEET WEST OF FENCE LINE.  A CONCRETE POST PROJECTING
 JZ0381'ABOUT 0.6 FEET.
 JZ0381
 JZ0381                          STATION RECOVERY (1985)
 JZ0381
 JZ0381'RECOVERY NOTE BY US POWER SQUADRON 1985
 JZ0381'MARK NOT FOUND.
 JZ0381
 JZ0381                          STATION RECOVERY (1992)
 JZ0381
 JZ0381'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1992
 JZ0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1556 ***********************************************************************
 MC1556  CBN         -  This is a Cooperative Base Network Control Station.
 MC1556  PACS        -  This is a Primary Airport Control Station.
 MC1556  DESIGNATION -  FOSPORT
 MC1556  PID         -  MC1556
 MC1556  STATE/COUNTY-  OH/SENECA
 MC1556  USGS QUAD   -  FOSTORIA (1972)
 MC1556
 MC1556                         *CURRENT SURVEY CONTROL
 MC1556  ___________________________________________________________________
 MC1556* NAD 83(1995)-  41 11 24.90510(N)    083 23 43.78986(W)     ADJUSTED  
 MC1556* NAVD 88     -       228.29   (meters)     749.0    (feet)  GPS OBS   
 MC1556  ___________________________________________________________________
 MC1556  X           -     552,860.705 (meters)                     COMP
 MC1556  Y           -  -4,774,948.746 (meters)                     COMP
 MC1556  Z           -   4,178,473.184 (meters)                     COMP
 MC1556  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 MC1556  ELLIP HEIGHT-         193.05  (meters)          (03/08/05) GPS OBS
 MC1556  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 MC1556
 MC1556  HORZ ORDER  -  B
 MC1556  ELLP ORDER  -  FOURTH    CLASS II
 MC1556
 MC1556.This mark is at Fostoria Metro Airport (FZI)
 MC1556
 MC1556.The horizontal coordinates were established by GPS observations
 MC1556.and adjusted by the National Geodetic Survey in August 1996..
 MC1556
 MC1556.The orthometric height was determined by GPS observations and a
 MC1556.high-resolution geoid model.
 MC1556
 MC1556.GPS derived orthometric heights for airport stations designated as
 MC1556.PACS or SACS are published to 2 decimal places.  This maintains
 MC1556.centimeter relative accuracy between the PACS and SACS.  It does
 MC1556.not indicate centimeter accuracy relative to other marks which are
 MC1556.part of the NAVD 88 network.
 MC1556
 MC1556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1556
 MC1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1556
 MC1556.The ellipsoidal height was determined by GPS observations
 MC1556.and is referenced to NAD 83.
 MC1556
 MC1556.The geoid height was determined by GEOID03.
 MC1556
 MC1556;                    North         East     Units Scale Factor Converg.
 MC1556;SPC OH N     -   169,573.987   524,879.960   MT  0.99994142   -0 35 17.9
 MC1556;UTM  17      - 4,562,643.675   299,107.562   MT  1.00009672   -1 34 41.2
 MC1556
 MC1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1556!SPC OH N     -   0.99996972  x   0.99994142  =   0.99991114
 MC1556!UTM  17      -   0.99996972  x   1.00009672  =   1.00006644
 MC1556
 MC1556:                Primary Azimuth Mark                     Grid Az
 MC1556:SPC OH N     -  FOSPORT AZ MK                            090 21 39.6
 MC1556:UTM  17      -  FOSPORT AZ MK                            091 21 02.9
 MC1556
 MC1556|---------------------------------------------------------------------|
 MC1556| PID    Reference Object                     Distance      Geod. Az  |
 MC1556|                                                           dddmmss.s |
 MC1556| MC1559 FOSPORT AZ MK                       APPROX. 0.7 KM 0894621.7 |
 MC1556|---------------------------------------------------------------------|
 MC1556
 MC1556                          SUPERSEDED SURVEY CONTROL
 MC1556
 MC1556  ELLIP H (08/20/96)  193.06   (m)                       GP(       ) 4 2
 MC1556  NAD 83(1986)-  41 11 24.90807(N)    083 23 43.80254(W) AD(       ) 3
 MC1556  NAD 27      -  41 11 24.72553(N)    083 23 44.08270(W) AD(       ) 3
 MC1556  NGVD 29 (02/23/89)  228.6    (m)          750.     (f) GPS OBS        
 MC1556
 MC1556.Superseded values are not recommended for survey control.
 MC1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1556.See file dsdata.txt to determine how the superseded data were derived.
 MC1556
 MC1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF9910862644(NAD 83)
 MC1556_MARKER: DH = HORIZONTAL CONTROL DISK
 MC1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1556_SP_SET: CONCRETE POST
 MC1556_STAMPING: FOSPORT 1986
 MC1556_MARK LOGO: NGS   
 MC1556_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1556+STABILITY: SURFACE MOTION
 MC1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1556+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1995
 MC1556
 MC1556  HISTORY     - Date     Condition        Report By
 MC1556  HISTORY     - 1986     MONUMENTED       NGS
 MC1556  HISTORY     - 19870921 GOOD
 MC1556  HISTORY     - 19880816 GOOD             NGS
 MC1556  HISTORY     - 19951108 GOOD             NGS
 MC1556
 MC1556                          STATION DESCRIPTION
 MC1556
 MC1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MC1556'THE STATION IS ABOUT 2 MILES NORTHEAST OF FOSTORIA AT THE FOSTORIA
 MC1556'METRO AIRPORT AT THE TAXIWAY TURNOFF 0.1 MILE NORTHEAST OF THE ADMIN-
 MC1556'ISTRATION BUILDING.  OWNERSHIP CITY OF FOSTORIA C/O REX DAMSSHRODER
 MC1556'4495 COUNTY ROAD 25 FOSTORIA OHIO 44830 PHONE 419 435-7455
 MC1556'TO REACH FROM US.S HIGHWAY 23 AND STATE HIGHWAY 199 ABOUT 1.0 MILE
 MC1556'NORTHEAST OF FOSTORIA.  GO NORTH ON U.S. HIGHWAY 23 FOR 0.7 MILE TO
 MC1556'JONES ROAD ON THE RIGHT, TURN RIGHT, EAST FOR 0.7 TO A CROSSROAD.
 MC1556'TURN LEFT ON COUNTY ROAD 25 FOR 0.55 MILE  TO A ROAD RIGHT.  TURN
 MC1556'RIGHT, EAST, ON THE AIRPORT ENTRANCE ROAD FOR 0.55 MILE TO THE
 MC1556'ADMINISTRATION BUILDING AND GATE.  PASS THROUGH GATE GO NORTHEAST FOR
 MC1556'0.1 MILE TO THE ----- IN THE NORTHEAST ANGLE OF THE TAXIWAY AND
 MC1556'TAXIWAY TURNOFF.  TO REACH THE AZIMUTH MARK FORM THE STATION
 MC1556'GO EAST ON THE TAXIWAY FOR 0.45 MILE TO THE MARK ON THE LEFT INSIDE
 MC1556'CURVE.
 MC1556'THE STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED --FOSPORT
 MC1556'1986---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND 25 CM
 MC1556'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 16.5 METERS EAST OF THE
 MC1556'TAXIWAY CENTER LINE, 11.8 METERS SOUTHEAST OF A TAXIWAY LIGHT, 6.1
 MC1556'METERS NORTHWEST OF A TAXIWAY LIGHT, 4.1 METERS NORTH FROM THE NORTH
 MC1556'EDGE OF  THE APRON, 2.9 METERS EAST OF A TAXIWAY LIGHT AND 0.4 METERS
 MC1556'SOUTH OF THE FIBERGLASS WITNESS POST.  UNDERGROUND ABOUT 1.3 METERS
 MC1556'BELOW GROUND IN THE TOP OF AN IRREGULAR MASS OF CONCRETE.
 MC1556'DESCRIBED BY B.L. LAMBERT.  TYPED BY JAMES MALONEY 9/05/87.
 MC1556
 MC1556                          STATION RECOVERY (1987)
 MC1556
 MC1556'RECOVERED 1987
 MC1556'RECOVERED IN GOOD CONDITION.
 MC1556
 MC1556                          STATION RECOVERY (1988)
 MC1556
 MC1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MC1556'RECOVERED IN GOOD CONDITION.
 MC1556
 MC1556                          STATION RECOVERY (1995)
 MC1556
 MC1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MC1556'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF FOSTORIA,
 MC1556'OH., AT THE FOSTORIA METROPOLITAN AIRPORT.  IN THE GRASS, NEAR THE
 MC1556'SOUTHWEST CORNER OF THE LAST GRASS MEDIAN NORTHEAST OF THE OFFICE,
 MC1556'JUST NORTH OF THE TAXI AND JUST EAST OF THE RAMP.  OWNERSHIP--CITY OF
 MC1556'FOSTORIA, 4495 COUNTY ROAD 25, FOSTORIA, OH.  44830.  AIRPORT MANAGER
 MC1556'VIRGIL KREIM, PHONE 419-435-0157.  NOTE--THIS STATION WAS SELECTED AS
 MC1556'A (PACS) .  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 23
 MC1556'AND STATE HIGHWAY 199 ON THE NORTH EDGE OF FOSTORIA, GO NORTH, 1.1 KM
 MC1556'(0.70 MI) ALONG HIGHWAY 23 TO JONES ROAD ON THE RIGHT.  TURN RIGHT,
 MC1556'EAST, 1.17 KM (0.70 MI) ALONG THE ROAD TO A CROSS ROAD, (COUNTY ROAD
 MC1556'25) .  TURN LEFT, NORTH, 0.81 KM (0.50 MI) ALONG COUNTY ROAD 25 TO THE
 MC1556'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST, 0.99 KM (0.60
 MC1556'MI) ALONG ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.
 MC1556'PASS THROUGH THE GATE, BEAR RIGHT, NORTHEAST, 0.1 KM (0.05 MI) ACROSS
 MC1556'APRON TO THE JUNCTION OF THE TAXI AND RAMP AND THE STATION NEAR THE
 MC1556'SOUTHWEST CORNER OF THE GRASS MEDIAN. STATION IS 16.5 M (54.1 FT) EAST
 MC1556'OF THE RAMP CENTERLINE, 11.8 M (38.7 FT) NORTH OF THE TAXI CENTERLINE,
 MC1556'6.1 M (20.0 FT) NORTHWEST OF A TAXI LIGHT, 3.0 M (9.8 FT) EAST OF A
 MC1556'TAXI LIGHT, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 MC1556'IS LEVEL WITH THE TAXI AND FLUSH WITH THE GROUND SURFACE.  BY R.G.
 MC1556'HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1559 ***********************************************************************
 MC1559  SACS        -  This is a Secondary Airport Control Station.
 MC1559  DESIGNATION -  FOSPORT AZ MK
 MC1559  PID         -  MC1559
 MC1559  STATE/COUNTY-  OH/SENECA
 MC1559  USGS QUAD   -  FOSTORIA (1972)
 MC1559
 MC1559                         *CURRENT SURVEY CONTROL
 MC1559  ___________________________________________________________________
 MC1559* NAD 83(1995)-  41 11 24.99408(N)    083 23 13.73534(W)     ADJUSTED  
 MC1559* NAVD 88     -       228.52   (meters)     749.7    (feet)  GPS OBS   
 MC1559  ___________________________________________________________________
 MC1559  X           -     553,556.261 (meters)                     COMP
 MC1559  Y           -  -4,774,866.515 (meters)                     COMP
 MC1559  Z           -   4,178,475.401 (meters)                     COMP
 MC1559  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 MC1559  ELLIP HEIGHT-         193.28  (meters)          (10/07/05) GPS OBS
 MC1559  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 MC1559
 MC1559  HORZ ORDER  -  FIRST
 MC1559  ELLP ORDER  -  FOURTH    CLASS II
 MC1559
 MC1559.This mark is at Fostoria Metro Airport (FZI)
 MC1559
 MC1559.The horizontal coordinates were established by GPS observations
 MC1559.and adjusted by the National Geodetic Survey in May 1997..
 MC1559
 MC1559.The orthometric height was determined by GPS observations and a
 MC1559.high-resolution geoid model.
 MC1559
 MC1559.GPS derived orthometric heights for airport stations designated as
 MC1559.PACS or SACS are published to 2 decimal places.  This maintains
 MC1559.centimeter relative accuracy between the PACS and SACS.  It does
 MC1559.not indicate centimeter accuracy relative to other marks which are
 MC1559.part of the NAVD 88 network.
 MC1559
 MC1559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1559
 MC1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1559
 MC1559.The ellipsoidal height was determined by GPS observations
 MC1559.and is referenced to NAD 83.
 MC1559
 MC1559.The geoid height was determined by GEOID03.
 MC1559
 MC1559;                    North         East     Units Scale Factor Converg.
 MC1559;SPC OH N     -   169,569.574   525,580.288   MT  0.99994142   -0 34 58.1
 MC1559;UTM  17      - 4,562,627.163   299,807.816   MT  1.00009326   -1 34 21.4
 MC1559
 MC1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1559!SPC OH N     -   0.99996968  x   0.99994142  =   0.99991111
 MC1559!UTM  17      -   0.99996968  x   1.00009326  =   1.00006294
 MC1559
 MC1559:                Primary Azimuth Mark                     Grid Az
 MC1559:SPC OH N     -  FOSPORT                                  270 21 39.6
 MC1559:UTM  17      -  FOSPORT                                  271 21 02.9
 MC1559
 MC1559|---------------------------------------------------------------------|
 MC1559| PID    Reference Object                     Distance      Geod. Az  |
 MC1559|                                                           dddmmss.s |
 MC1559| MC1556 FOSPORT                             APPROX. 0.7 KM 2694641.5 |
 MC1559|---------------------------------------------------------------------|
 MC1559
 MC1559                          SUPERSEDED SURVEY CONTROL
 MC1559
 MC1559  ELLIP H (05/15/97)  193.30   (m)                       GP(       ) 4 2
 MC1559  NAD 83(1986)-  41 11 24.99732(N)    083 23 13.74814(W) AD(       ) 3
 MC1559  NAD 27      -  41 11 24.81476(N)    083 23 14.02941(W) AD(       ) 3
 MC1559  NGVD 29 (02/23/89)  228.9    (m)          751.     (f) GPS OBS        
 MC1559
 MC1559.Superseded values are not recommended for survey control.
 MC1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1559.See file dsdata.txt to determine how the superseded data were derived.
 MC1559
 MC1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF9980862627(NAD 83)
 MC1559_MARKER: DZ = AZIMUTH MARK DISK
 MC1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1559_SP_SET: CONCRETE POST
 MC1559_STAMPING: FOSPORT 1986
 MC1559_MARK LOGO: NGS   
 MC1559_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1559+STABILITY: SURFACE MOTION
 MC1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1559+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1995
 MC1559
 MC1559  HISTORY     - Date     Condition        Report By
 MC1559  HISTORY     - 1986     MONUMENTED       NGS
 MC1559  HISTORY     - 19871002 GOOD
 MC1559  HISTORY     - 19951108 GOOD             NGS
 MC1559
 MC1559                          STATION DESCRIPTION
 MC1559
 MC1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MC1559'THE STATION IS ABOUT 2 MILES NORTHEAST OF FOSTORIA AT THE FOSTORIA
 MC1559'METRO AIRPORT AT THE TAXIWAY TURNOFF 0.1 MILE NORTHEAST OF THE ADMIN-
 MC1559'ISTRATION BUILDING.  OWNERSHIP CITY OF FOSTORIA C/O REX DAMSSHRODER
 MC1559'4495 COUNTY ROAD 25 FOSTORIA OHIO 44830 PHONE 419 435-7455
 MC1559'TO REACH FROM US.S HIGHWAY 23 AND STATE HIGHWAY 199 ABOUT 1.0 MILE
 MC1559'NORTHEAST OF FOSTORIA.  GO NORTH ON U.S. HIGHWAY 23 FOR 0.7 MILE TO
 MC1559'JONES ROAD ON THE RIGHT, TURN RIGHT, EAST FOR 0.7 TO A CROSSROAD.
 MC1559'TURN LEFT ON COUNTY ROAD 25 FOR 0.55 MILE  TO A ROAD RIGHT.  TURN
 MC1559'RIGHT, EAST, ON THE AIRPORT ENTRANCE ROAD FOR 0.55 MILE TO THE
 MC1559'ADMINISTRATION BUILDING AND GATE.  PASS THROUGH GATE GO NORTHEAST FOR
 MC1559'0.1 MILE TO THE ----- IN THE NORTHEAST ANGLE OF THE TAXIWAY AND
 MC1559'TAXIWAY TURNOFF.  TO REACH THE AZIMUTH MARK FORM THE STATION
 MC1559'GO EAST ON THE TAXIWAY FOR 0.45 MILE TO THE MARK ON THE LEFT INSIDE
 MC1559'CURVE.
 MC1559'THE AZIMUTH MARKS ARE STANDARD NGS AZIMUTH DISKS STAMPED ---FOSPORT
 MC1559'1986---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND 25 CM CONCRETE
 MC1559'POST FLUSH WITH THE GROUND.  IT IS 13.6 METERS NORTHWEST FORM THE
 MC1559'CENTER OF CURVE, 13.2 METERS NORTH OF THE TAXIWAY CENTER LINE, 7.6
 MC1559'METERS NORTHEAST OF THE TAXIWAY LIGHT, 1.7 METERS NORTHEAST OF A
 MC1559'TAXIWAY LIGHT AND 0.4 METERS SOUTHEAST OF A FIBERGLASS WITNESS POST.
 MC1559'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 MC1559'CONCRETE ABOUT 1.3 METERS BELOW GROUND.
 MC1559'DESCRIBED BY B.L. LAMBERT.  TYPED BY JAMES MALONEY 9/05/87.
 MC1559
 MC1559                          STATION RECOVERY (1987)
 MC1559
 MC1559'RECOVERED 1987
 MC1559'RECOVERED IN GOOD CONDITION.
 MC1559
 MC1559                          STATION RECOVERY (1995)
 MC1559
 MC1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MC1559'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF FOSTORIA,
 MC1559'OH., AT THE FOSTORIA METROPOLITAN AIRPORT.  IN THE GRASS, NEAR RUNWAY
 MC1559'END 27, NEAR THE SOUTHEAST CORNER OF THE LAST GRASS MEDIAN NORTHEAST
 MC1559'OF THE OFFICE, JUST NORTH OF THE TAXI AND JUST WEST OF THE LAST RAMP
 MC1559'TO THE EAST.  OWNERSHIP--CITY OF FOSTORIA, 4495 COUNTY ROAD 25,
 MC1559'FOSTORIA, OH.  44830.  AIRPORT MANAGER VIRGIL KREIM, PHONE
 MC1559'419-435-0157.  NOTE--THIS STATION WAS SELECTED AS A (SACS) .  TO REACH
 MC1559'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 23 AND STATE HIGHWAY
 MC1559'199 ON THE NORTH EDGE OF FOSTORIA, GO NORTH, 1.1 KM (0.70 MI) ALONG
 MC1559'HIGHWAY 23 TO JONES ROAD ON THE RIGHT.  TURN RIGHT, EAST, 1.17 KM
 MC1559'(0.70 MI) ALONG THE ROAD TO A CROSS ROAD, (COUNTY ROAD 25) .  TURN
 MC1559'LEFT, NORTH, 0.81 KM (0.50 MI) ALONG COUNTY ROAD 25 TO THE AIRPORT
 MC1559'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST, 0.99 KM (0.60 MI) ALONG
 MC1559'ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE ON THE LEFT. PASS
 MC1559'THROUGH THE GATE, BEAR RIGHT, NORTHEAST, THEN EAST, 0.80 KM (0.50 MI)
 MC1559'ACROSS APRON AND ALONG TAXI TO THE EAST END OF THE TAXI AND THE
 MC1559'STATION IN THE SOUTHEAST CORNER OF THE GRASS MEDIAN.  STATION IS 14.7
 MC1559'M (48.2 FT) WEST OF THE EXTENDED RAMP CENTERLINE, 13.0 M (42.7 FT)
 MC1559'NORTH OF THE EXTENDED TAXI CENTERLINE, 7.6 M (24.9 FT) NORTHEAST OF A
 MC1559'TAXI LIGHT, 6.3 M (20.7 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 MC1559'RUNWAY 27 SIGNS CONCRETE BASE, 1.4 M (4.6 FT) NORTHWEST OF A TAXI
 MC1559'LIGHT, 0.1 M (0.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 MC1559'LEVEL WITH THE TAXI AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1354 ***********************************************************************
 MC1354  DESIGNATION -  FOSTORIA
 MC1354  PID         -  MC1354
 MC1354  STATE/COUNTY-  OH/WOOD
 MC1354  USGS QUAD   -  FOSTORIA (1972)
 MC1354
 MC1354                         *CURRENT SURVEY CONTROL
 MC1354  ___________________________________________________________________
 MC1354* NAD 83(1995)-  41 11 55.86519(N)    083 25 26.14455(W)     ADJUSTED  
 MC1354* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 MC1354  ___________________________________________________________________
 MC1354  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 MC1354  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC1354
 MC1354  HORZ ORDER  -  FIRST
 MC1354
 MC1354.The horizontal coordinates were established by classical geodetic methods
 MC1354.and adjusted by the National Geodetic Survey in April 1998..
 MC1354
 MC1354.The orthometric height was scaled from a topographic map.
 MC1354
 MC1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1354
 MC1354.The geoid height was determined by GEOID03.
 MC1354
 MC1354;                    North         East     Units Scale Factor Converg.
 MC1354;SPC OH N     -   170,553.854   522,505.119   MT  0.99994175   -0 36 25.1
 MC1354;UTM  17      - 4,563,664.592   296,749.625   MT  1.00010845   -1 35 49.7
 MC1354
 MC1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1354!SPC OH N     -   0.99996838  x   0.99994175  =   0.99991014
 MC1354!UTM  17      -   0.99996838  x   1.00010845  =   1.00007683
 MC1354
 MC1354|---------------------------------------------------------------------|
 MC1354| PID    Reference Object                     Distance      Geod. Az  |
 MC1354|                                                           dddmmss.s |
 MC1354| CE6083 FOSTORIA RM 1                        40.072 METERS 07150     |
 MC1354| CE6082 FOSTORIA AZ MK                                     1005632.5 |
 MC1354| MC1356 FOSTORIA MUNICIPAL STANDPIPE        APPROX. 5.0 KM 1633126.0 |
 MC1354| CE6085 FOSTORIA ELEC AUTOLITE TANK                        1674516.5 |
 MC1354| MC1355 FOSTORIA MENNEL MILLING TANK        APPROX. 5.0 KM 1815523.3 |
 MC1354| CE6084 FOSTORIA RM 2                        64.712 METERS 18552     |
 MC1354| MC1358 BLOOMDALE MUNICIPAL TANK            APPROX.11.3 KM 2532201.4 |
 MC1354|---------------------------------------------------------------------|
 MC1354
 MC1354                          SUPERSEDED SURVEY CONTROL
 MC1354
 MC1354  NAD 83(1986)-  41 11 55.87274(N)    083 25 26.15585(W) AD(       ) 1
 MC1354  NAD 27      -  41 11 55.68300(N)    083 25 26.42400(W) AD(       ) 1
 MC1354
 MC1354.Superseded values are not recommended for survey control.
 MC1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1354.See file dsdata.txt to determine how the superseded data were derived.
 MC1354
 MC1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF9675063665(NAD 83)
 MC1354_MARKER: Z = SEE DESCRIPTION
 MC1354_SETTING: 0 = UNSPECIFIED SETTING
 MC1354
 MC1354  HISTORY     - Date     Condition        Report By
 MC1354  HISTORY     - 1943     MONUMENTED       CGS
 MC1354
 MC1354                          STATION DESCRIPTION
 MC1354
 MC1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1354'THE STATION IS LOCATED ABOUT 3 MILES N OF THE CITY OF FOSTORIA, 0.15
 MC1354'MILE W OF STATE HIGHWAY 199 AND THE
 MC1354'WOOD-SENECA COUNTY LINE, ON LAND OWNED BY ORE
 MC1354'FLECHTUR.  IT IS 59.3 FEET S
 MC1354'OF THE SW CORNER OF THE FLECHTUR FARM
 MC1354'BARN.  THE SURFACE STATION MARK IS 12 INCHES
 MC1354'BELOW THE SURFACE OF
 MC1354'THE GROUND.  THE DISK IS STAMPED FOSTORIA 1943.
 MC1354'
 MC1354'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MC1354'DISKS SET IN
 MC1354'CONCRETE.
 MC1354'
 MC1354'REFERENCE MARK 1 IS 131.47 FEET NE OF THE STATION, 3 FEET S OF
 MC1354'THE SE CORNER OF
 MC1354'THE FLECHTUR FARM BARN.  THE MARK IS ABOUT 4 FEET
 MC1354'LOWER IN ELEVATION THAN THE STATION
 MC1354'MARK.  THE DISK IS STAMPED
 MC1354'FOSTORIA NO 1 1943.
 MC1354'
 MC1354'REFERENCE MARK 2 IS 212.31 FEET S OF THE STATION, 2 FEET N OF
 MC1354'A T-INTERSECTION
 MC1354'OF A WIRE FENCE.  IT IS ON THE S EDGE OF A CULTIVATED
 MC1354'FIELD.  THE DISK IS STAMPED
 MC1354'FOSTORIA NO 2 1943.
 MC1354'
 MC1354'THE AZIMUTH MARK IS 0.8 MILE E OF THE STATION, 67 FEET NW OF
 MC1354'THE INTERSECTION
 MC1354'OF CROSS ROAD, 31.6 FEET N OF A POWER-TRANSMISSION
 MC1354'LINE POLE, 23 FEET W OF THE CENTER
 MC1354'LINE OF A N-S MACADAM ROAD.  IT
 MC1354'IS ON THE E EDGE OF A CULTIVATED FIELD.  THE DISK IS
 MC1354'STAMPED
 MC1354'FOSTORIA 1943.
 MC1354'
 MC1354'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND
 MC1354'STATE HIGHWAY 199
 MC1354'IN THE CENTER OF THE CITY OF FOSTORIA, GO NW ON
 MC1354'HIGHWAY 23 AND HIGHWAY 199 FOR 1.1
 MC1354'MILES TO WHERE HIGHWAY 23 TURNS
 MC1354'TO THE LEFT AND HIGHWAY 199 STRAIGHT AHEAD, CONTINUE
 MC1354'STRAIGHT AHEAD
 MC1354'FOR 1.9 MILES TO ORE FLECHTURS MAILBOX ON THE LEFT, HERE TURN LEFT
 MC1354'INTO DRIVEWAY AND
 MC1354'GO 0.15 MILE TO A BARN ON THE LEFT, CONTINUE TO
 MC1354'THE S SIDE OF THE BARN AND STATION
 MC1354'AS DESCRIBED.
 MC1354'
 MC1354'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E FOR 0.15 MILE
 MC1354'TO HIGHWAY 199,
 MC1354'THENCE RIGHT FOR 0.2 MILE TO A CROSS ROAD, THENCE
 MC1354'TURN LEFT AND GO 0.7 MILE TO
 MC1354'ANOTHER CROSS ROAD AND AZIMUTH MARK AS
 MC1354'DESCRIBED.
 MC1354'
 MC1354'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1355 ***********************************************************************
 MC1355  DESIGNATION -  FOSTORIA MENNEL MILLING TANK
 MC1355  PID         -  MC1355
 MC1355  STATE/COUNTY-  OH/HANCOCK
 MC1355  USGS QUAD   -  FOSTORIA (1972)
 MC1355
 MC1355                         *CURRENT SURVEY CONTROL
 MC1355  ___________________________________________________________________
 MC1355* NAD 83(1995)-  41 09 13.33607(N)    083 25 33.36500(W)     ADJUSTED  
 MC1355* NAVD 88     -                                                        
 MC1355  ___________________________________________________________________
 MC1355  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 MC1355  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC1355
 MC1355  HORZ ORDER  -  THIRD
 MC1355
 MC1355.The horizontal coordinates were established by classical geodetic methods
 MC1355.and adjusted by the National Geodetic Survey in April 1998..
 MC1355
 MC1355
 MC1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1355
 MC1355.The geoid height was determined by GEOID03.
 MC1355
 MC1355;                    North         East     Units Scale Factor Converg.
 MC1355;SPC OH N     -   165,542.315   522,283.671   MT  0.99994026   -0 36 29.9
 MC1355;UTM  17      - 4,558,656.781   296,441.619   MT  1.00010999   -1 35 49.2
 MC1355
 MC1355                          SUPERSEDED SURVEY CONTROL
 MC1355
 MC1355  NAD 83(1986)-  41 09 13.34456(N)    083 25 33.37708(W) AD(       ) 4
 MC1355  NAD 27      -  41 09 13.15300(N)    083 25 33.64600(W) AD(       ) 3
 MC1355
 MC1355.Superseded values are not recommended for survey control.
 MC1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1355.See file dsdata.txt to determine how the superseded data were derived.
 MC1355
 MC1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF9644258657(NAD 83)
 MC1355_MARKER: 51 = TANK
 MC1355
 MC1355  HISTORY     - Date     Condition        Report By
 MC1355  HISTORY     - 1943     FIRST OBSERVED   CGS
 MC1355  HISTORY     - 1983     GOOD             USPSQD
 MC1355
 MC1355                          STATION DESCRIPTION
 MC1355
 MC1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1355'STATION IS LOCATED ON THE NW CORNER OF VINE STREET
 MC1355'AND FINDLAY ROAD
 MC1355'IN THE CITY OF FOSTORIA.  IT IS A SMALL BLACK
 MC1355'WATER TANK LOCATED ON THE N SIDE OF
 MC1355'THE MENNEL MILLING COMPANY
 MC1355'ELEVATOR.  IT IS A 4-LEGGED STEEL TANK PAINTED BLACK
 MC1355'AND 190 FEET
 MC1355'HIGH.  THE POINT OBSERVED ON WAS THE SMALL BALL ON TOP OF THE
 MC1355'TANK.
 MC1355'
 MC1355'THIS IS AN INTERSECTION STATION.
 MC1355
 MC1355                          STATION RECOVERY (1983)
 MC1355
 MC1355'RECOVERY NOTE BY US POWER SQUADRON 1983 (BGN)
 MC1355'STATION RECOVERED OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1356 ***********************************************************************
 MC1356  DESIGNATION -  FOSTORIA MUNICIPAL STANDPIPE
 MC1356  PID         -  MC1356
 MC1356  STATE/COUNTY-  OH/SENECA
 MC1356  USGS QUAD   -  FOSTORIA (1972)
 MC1356
 MC1356                         *CURRENT SURVEY CONTROL
 MC1356  ___________________________________________________________________
 MC1356* NAD 83(1995)-  41 09 19.75462(N)    083 24 25.05709(W)     ADJUSTED  
 MC1356* NAVD 88     -                                                        
 MC1356  ___________________________________________________________________
 MC1356  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 MC1356  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC1356
 MC1356  HORZ ORDER  -  THIRD
 MC1356
 MC1356.The horizontal coordinates were established by classical geodetic methods
 MC1356.and adjusted by the National Geodetic Survey in April 1998..
 MC1356
 MC1356
 MC1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1356
 MC1356.The geoid height was determined by GEOID03.
 MC1356
 MC1356;                    North         East     Units Scale Factor Converg.
 MC1356;SPC OH N     -   165,723.564   523,878.249   MT  0.99994031   -0 35 45.0
 MC1356;UTM  17      - 4,558,810.514   298,039.352   MT  1.00010202   -1 35 04.4
 MC1356
 MC1356                          SUPERSEDED SURVEY CONTROL
 MC1356
 MC1356  NAD 83(1986)-  41 09 19.76340(N)    083 24 25.06964(W) AD(       ) 4
 MC1356  NAD 27      -  41 09 19.57100(N)    083 24 25.34000(W) AD(       ) 3
 MC1356
 MC1356.Superseded values are not recommended for survey control.
 MC1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1356.See file dsdata.txt to determine how the superseded data were derived.
 MC1356
 MC1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF9803958811(NAD 83)
 MC1356_MARKER: 52 = STANDPIPE TANK
 MC1356
 MC1356  HISTORY     - Date     Condition        Report By
 MC1356  HISTORY     - 1943     FIRST OBSERVED   CGS
 MC1356  HISTORY     - 1983     GOOD             USPSQD
 MC1356
 MC1356                          STATION DESCRIPTION
 MC1356
 MC1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1356'STATION IS LOCATED IN THE E EDGE OF THE CITY OF
 MC1356'FOSTORIA NEAR THE
 MC1356'BALTIMORE AND OHIO RAILROAD.  IT IS A LARGE STANDPIPE
 MC1356'175 FEET HIGH AND ABOUT 40 FEET IN
 MC1356'DIAMETER, PAINTED GREY.
 MC1356'THE POINT OBSERVED ON WAS THE ROD ON THE TOP OF THE
 MC1356'STANDPIPE.
 MC1356'
 MC1356'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 23 AND TOWNS
 MC1356'STREET IN
 MC1356'FOSTORIA, GO N ON TOWNS STREET 0.2 MILE TO STREET LEFT
 MC1356'AFTER CROSSING RAILROAD
 MC1356'TRACKS, TURN LEFT AND GO 0.1 MILE TO STANDPIPE
 MC1356'ON THE LEFT.
 MC1356'
 MC1356'THIS IS AN INTERSECTION STATION.
 MC1356
 MC1356                          STATION RECOVERY (1983)
 MC1356
 MC1356'RECOVERY NOTE BY US POWER SQUADRON 1983 (BGN)
 MC1356'STATION RECOVERED OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0846 ***********************************************************************
 MB0846  DESIGNATION -  FOURMILE
 MB0846  PID         -  MB0846
 MB0846  STATE/COUNTY-  OH/MAHONING
 MB0846  USGS QUAD   -  GIRARD (1994)
 MB0846
 MB0846                         *CURRENT SURVEY CONTROL
 MB0846  ___________________________________________________________________
 MB0846* NAD 83(1995)-  41 08 02.02678(N)    080 44 15.18993(W)     ADJUSTED  
 MB0846* NAVD 88     -       330.913  (meters)    1085.67   (feet)  ADJUSTED  
 MB0846  ___________________________________________________________________
 MB0846  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 MB0846  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0846  DYNAMIC HT  -         330.764 (meters)    1085.18  (feet)  COMP
 MB0846  MODELED GRAV-     980,163.1   (mgal)                       NAVD 88
 MB0846
 MB0846  HORZ ORDER  -  THIRD
 MB0846  VERT ORDER  -  SECOND    CLASS 0
 MB0846
 MB0846.The horizontal coordinates were established by classical geodetic methods
 MB0846.and adjusted by the National Geodetic Survey in April 1998..
 MB0846
 MB0846.The orthometric height was determined by differential leveling
 MB0846.and adjusted by the National Geodetic Survey in June 1991..
 MB0846
 MB0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0846
 MB0846.The geoid height was determined by GEOID03.
 MB0846
 MB0846.The dynamic height is computed by dividing the NAVD 88
 MB0846.geopotential number by the normal gravity value computed on the
 MB0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0846.degrees latitude (g = 980.6199 gals.).
 MB0846
 MB0846.The modeled gravity was interpolated from observed gravity values.
 MB0846
 MB0846;                    North         East     Units Scale Factor Converg.
 MB0846;SPC OH N     -   164,425.162   747,964.358   MT  0.99993981   +1 09 28.2
 MB0846;UTM  17      - 4,553,654.184   522,027.497   MT  0.99960597   +0 10 21.5
 MB0846
 MB0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0846!SPC OH N     -   0.99995341  x   0.99993981  =   0.99989322
 MB0846!UTM  17      -   0.99995341  x   0.99960597  =   0.99955940
 MB0846
 MB0846|---------------------------------------------------------------------|
 MB0846| PID    Reference Object                     Distance      Geod. Az  |
 MB0846|                                                           dddmmss.s |
 MB0846| MB0847 FOURMILE RM 1                        24.037 METERS 04956     |
 MB0846| MB0845 FOURMILE AZ MK                                     1832340.8 |
 MB0846| CX4529 FOURMILE AZ MK RESET                               1833527.9 |
 MB0846| MB0721 SANATORIUM                          APPROX. 7.2 KM 1864051.7 |
 MB0846| MB0848 FOURMILE RM 2                        24.842 METERS 26931     |
 MB0846|---------------------------------------------------------------------|
 MB0846
 MB0846                          SUPERSEDED SURVEY CONTROL
 MB0846
 MB0846  NAD 83(1986)-  41 08 02.03146(N)    080 44 15.19307(W) AD(       ) 3
 MB0846  NAD 27      -  41 08 01.82600(N)    080 44 15.91200(W) AD(       ) 3
 MB0846  NGVD 29 (??/??/92)  331.093  (m)         1086.26   (f) ADJ UNCH    2 0
 MB0846
 MB0846.Superseded values are not recommended for survey control.
 MB0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0846.See file dsdata.txt to determine how the superseded data were derived.
 MB0846
 MB0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2202753654(NAD 83)
 MB0846_MARKER: DS = TRIANGULATION STATION DISK
 MB0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0846_STAMPING: FOURMILE 1949
 MB0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0846+STABILITY: SURFACE MOTION
 MB0846
 MB0846  HISTORY     - Date     Condition        Report By
 MB0846  HISTORY     - 1950     MONUMENTED       CGS
 MB0846  HISTORY     - 1960     SEE DESCRIPTION  OH-099
 MB0846  HISTORY     - 1966     SEE DESCRIPTION  CGS
 MB0846  HISTORY     - 1966     GOOD             NGS
 MB0846
 MB0846                          STATION DESCRIPTION
 MB0846
 MB0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB0846'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF YOUNGSTOWN, 2-1/2
 MB0846'MILES SOUTHEAST OF MINERAL RIDGE
 MB0846'AND ON THE SOUTH SIDE OF THE MAHONING-TRUMBULL COUNTY LINE ROAD, 200
 MB0846'FEET EAST OF ITS INTERSECTION WITH
 MB0846'FOURMILE RUN ROAD.  THE MARK IS 31 FEET SOUTH OF THE
 MB0846'CENTERLINE OF THE COUNTY LINE ROAD, 3 FEET NORTH OF
 MB0846'THE NORTH EDGE OF A CULTIVATED
 MB0846'FIELD, 2.8 FEET SOUTH OF A WHITE WITNESS POST AND IN AN OLD
 MB0846'FENCELINE.  IT IS STAMPED FOURMILE
 MB0846'1949.
 MB0846'
 MB0846'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF THE COUNTY LINE ROAD, 50
 MB0846'FEET EAST OF POWER POLE NO
 MB0846'135-42 AND ON THE SOUTH EDGE OF A CULTIVATED FIELD.  THE MARK
 MB0846'PROJECTS 6 INCHES ABOVE THE SURFACE
 MB0846'AND IS STAMPED FOURMILE NO 1 1949.
 MB0846'
 MB0846'REFERENCE MARK NO. 2 IS 31.5 FEET SOUTH OF THE COUNTY LINE ROAD, 50
 MB0846'YARDS EAST OF THE INTERSECTION
 MB0846'OF FOURMILE RUN ROAD AND COUNTY.  LINE ROAD, 10 FEET SOUTH OF A 24
 MB0846'INCH ELM TREE AND 3 FEET NORTH OF
 MB0846'THE NORTH EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS
 MB0846'6 INCHES ABOVE THE SURFACE AND IS STAMPED FOURMILE
 MB0846'NO 2 1949.
 MB0846'
 MB0846'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE POST 30.5 FEET
 MB0846'EAST OF FOURMILE RUN ROAD, 4.5
 MB0846'FEET NORTH OF UTILITY POLE NO 151-53, 4 FEET NORTH OF A WITNESS POST
 MB0846'AND ON THE WEST EDGE OF A
 MB0846'CULTIVATED FIELD.  THE MARK IS STAMPED FOURMILE 1949.
 MB0846'
 MB0846'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE NO 46 AND
 MB0846'THE MAHONING-TRUMBULL COUNTY LINE ROAD
 MB0846'IN MINERAL RIDGE, GO EAST ON THE COUNTY LINE ROAD FOR 1.7 MILES
 MB0846'TO FOURMILE RUN ROAD AND THE
 MB0846'STATION SITE, 200 YARDS EAST OF THIS INTERSECTION.  TO
 MB0846'REACH THE AZIMUTH MARK FROM THIS INTERSECTION
 MB0846'GO RIGHT, SOUTH FOR 0.1 MILE TO THE MARK
 MB0846'ON THE LEFT.
 MB0846
 MB0846                          STATION RECOVERY (1960)
 MB0846
 MB0846'RECOVERY NOTE BY MAHONING COUNTY OHIO 1960
 MB0846'STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL AZIMUTH MARK
 MB0846'WAS DESTROYED BY A
 MB0846'SNOW PLOW AND A NEW AZIMUTH MARK WAS ESTABLICHED.
 MB0846'
 MB0846'AZIMUTH MARK IS A STANDARD DISK STAMPED FOURMILE AZIMUTH MARK
 MB0846'MAHONING COUNTY
 MB0846'ENGINEERS 1960, AND SET IN A CONCRETE POST, 26 FEET
 MB0846'EAST OF THE CENTERLINE OF FOUR
 MB0846'MILE RUN ROAD, 4 FEET WEST OF UTILITY
 MB0846'POLE NO. 151-43, 2 FEET WEST OF A WITNESS POST
 MB0846'AND 701 FEET FROM THE
 MB0846'STATION.
 MB0846
 MB0846                          STATION RECOVERY (1966)
 MB0846
 MB0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 MB0846'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MB0846'A DISCREPANCY WAS NOTED IN THE
 MB0846'MEASUREMENT BETWEEN THE STATION AND REFERENCE MARK NO. 1 OF 0.011
 MB0846'FEET AND A DISCREPANCY OF 00 DEG 01
 MB0846'MIN 46 SEC WAS NOTED BETWEEN THE REFERENCE MARKS AS OBSERVED
 MB0846'IN 1950.
 MB0846'
 MB0846'DUE TO CONSTRUCTION IN THE AREA A NEW AND COMPLETE DESCRIPTION
 MB0846'FOLLOWS.
 MB0846'
 MB0846'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF YOUNGSTOWN AND 1.5
 MB0846'MILES EAST-SOUTHEAST OF MINERAL RIDGE
 MB0846'IN THE RIGHT-OF-WAY AREA BETWEEN INTERSTATE ROUTE 80 AND
 MB0846'OHLTOWN ROAD RELOCATED ABOUT 200
 MB0846'FEET EAST OF FOUR MILE RUN ROAD.
 MB0846'
 MB0846'THE STATION IS 150 FEET NORTH OF THE APPROXIMATE CENTER OF THE MEDIAN
 MB0846'OF INTERSTATE ROUTE 80 AND 0.8
 MB0846'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 MB0846'DISK SET IN THE TOP OF A 10-INCH,
 MB0846'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 MB0846'STAMPED FOURMILE 1949.  NOTES 1A AND 7A.
 MB0846'
 MB0846'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF THE APPROXIMATE CENTER OF
 MB0846'OLD COUNTY LINE ROAD (TO
 MB0846'BE ABANDONED) AND 0.8 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 MB0846'IT IS A STANDARD DISK SET IN THE
 MB0846'TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 MB0846'3 INCHES AND THE DISK IS STAMPED FOURMILE NO 1
 MB0846'1949.  NOTE 11A.
 MB0846'
 MB0846'REFERENCE MARK NO. 2 IS APPROXIMATELY 50 YARDS EAST OF THE
 MB0846'APPROXIMATE CENTER OF FOUR
 MB0846'MILE RUN ROAD, 32 FEET SOUTH OF THE APPROXIMATE CENTER OF OLD COUNTY
 MB0846'LINE ROAD AND 1.0 FEET NORTH OF
 MB0846'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 MB0846'STAMPED FOURMILE NO 2 1949.  NOTE 11A.
 MB0846'
 MB0846'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 MB0846'REFERENCE MARK NO. 2 IS
 MB0846'150.85 FEET.
 MB0846'
 MB0846'THE AZIMUTH MARK IS A MAHONING COUNTY ENGINEERS AZIMUTH MARK DISK SET
 MB0846'IN A CONCRETE POST AND
 MB0846'SURROUNDED BY A LARGE MASS OF CONCRETE.  IT IS ACROSS FOUR MILE RUN
 MB0846'ROAD, EAST OF THE MCLURE
 MB0846'FARM HOUSE, 61 FEET SOUTH OF POWERLINE POLE NO. 551, 26 FEET
 MB0846'EAST OF THE APPROXIMATE CENTER OF FOUR MILE
 MB0846'RUN ROAD, 4 FEET WEST OF TELEPHONE POLE
 MB0846'NO. 151-43, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND
 MB0846'SIGN.  THE DISK IS STAMPED
 MB0846'FOURMILE 1960.  NO NOTE.
 MB0846'
 MB0846'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE NO. 46 AND
 MB0846'MAHONING-TRUMBULL COUNTY LINE ROAD
 MB0846'IN MINERAL RIDGE, GO EAST ON COUNTY LINE ROAD FOR 1.7 MILES
 MB0846'TO ITS END AT FOUR MILE RUN ROAD,
 MB0846'AND STATION SITE ABOUT 200 YARDS EAST OF THIS INTERSECTION
 MB0846'AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE
 MB0846'INTERSECTION OF COUNTY LINE
 MB0846'ROAD AND FOUR MILE RUN ROAD, GO SOUTH ON FOUR MILE RUN ROAD FOR 0.15
 MB0846'MILE TO THE MARK ON THE LEFT AS
 MB0846'DESCRIBED.
 MB0846
 MB0846                          STATION RECOVERY (1966)
 MB0846
 MB0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MB0846'1.6 MI E FROM MINERAL RIDGE.
 MB0846'ABOUT 1.6 MILES ALONG MAHONING-TRUMBULL COUNTY LINE ROAD FROM
 MB0846'ITS INTERSECTION WITH STATE HIGHWAY 46 AT MINERAL RIDGE AND ABOUT
 MB0846'200 FEET EAST OF FOUR MILE RUN ROAD AT THE FOURMILE 1949 STATION
 MB0846'SITE.  IT IS 150 FEET NORTH OF THE APPROXIMATE CENTER OF THE MEDIAN
 MB0846'OF INTERSTATE ROUTE 80, 31 FEET SOUTH OF THE APPROXIMATE
 MB0846'CENTER OF OLD COUNTY LINE ROAD (TO BE ABANDONED) AND 0.8 FOOT
 MB0846'NORTH OF A METAL WITNESS POST AND SIGN.  A TRIANGULATION STATION
 MB0846'DISK SET IN THE TOP OF A 10-INCH, FLUSH, CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0847 ***********************************************************************
 MB0847  DESIGNATION -  FOURMILE RM 1
 MB0847  PID         -  MB0847
 MB0847  STATE/COUNTY-  OH/MAHONING
 MB0847  USGS QUAD   -  GIRARD (1994)
 MB0847
 MB0847                         *CURRENT SURVEY CONTROL
 MB0847  ___________________________________________________________________
 MB0847* NAD 83(1986)-  41 08 02.     (N)    080 44 15.     (W)     SCALED    
 MB0847* NAVD 88     -       330.429  (meters)    1084.08   (feet)  ADJUSTED  
 MB0847  ___________________________________________________________________
 MB0847  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0847  DYNAMIC HT  -         330.280 (meters)    1083.59  (feet)  COMP
 MB0847  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 MB0847
 MB0847  VERT ORDER  -  SECOND    CLASS 0
 MB0847
 MB0847.The horizontal coordinates were scaled from a topographic map and have
 MB0847.an estimated accuracy of +/- 6 seconds.
 MB0847
 MB0847.The orthometric height was determined by differential leveling
 MB0847.and adjusted by the National Geodetic Survey in June 1991..
 MB0847
 MB0847.The geoid height was determined by GEOID03.
 MB0847
 MB0847.The dynamic height is computed by dividing the NAVD 88
 MB0847.geopotential number by the normal gravity value computed on the
 MB0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0847.degrees latitude (g = 980.6199 gals.).
 MB0847
 MB0847.The modeled gravity was interpolated from observed gravity values.
 MB0847
 MB0847;                    North         East    Units  Estimated Accuracy
 MB0847;SPC OH N     -   164,420.      747,970.      MT  (+/- 180 meters Scaled)
 MB0847
 MB0847                          SUPERSEDED SURVEY CONTROL
 MB0847
 MB0847  NGVD 29 (??/??/92)  330.609  (m)         1084.67   (f) ADJ UNCH    2 0
 MB0847
 MB0847.Superseded values are not recommended for survey control.
 MB0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0847.See file dsdata.txt to determine how the superseded data were derived.
 MB0847
 MB0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF220536(NAD 83)
 MB0847_MARKER: DR = REFERENCE MARK DISK
 MB0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0847_STAMPING: FOURMILE NO 1 1949
 MB0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0847+STABILITY: SURFACE MOTION
 MB0847
 MB0847  HISTORY     - Date     Condition        Report By
 MB0847  HISTORY     - 1949     MONUMENTED       CGS
 MB0847  HISTORY     - 1966     GOOD             NGS
 MB0847
 MB0847                          STATION DESCRIPTION
 MB0847
 MB0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MB0847'1.6 MI E FROM MINERAL RIDGE.
 MB0847'1.6 MILES EAST ALONG THE MAHONING-TRUMBULL COUNTY LINE ROAD
 MB0847'FROM ITS INTERSECTION WITH STATE HIGHWAY 46 AT MINERAL RIDGE
 MB0847'AND ABOUT 200 FEET EAST OF FOUR MILE RUN ROAD.  IT IS 78.86
 MB0847'FEET NORTH-NORTHEAST OF THE STATION MARK, 22 FEET NORTH OF THE
 MB0847'APPROXIMATE CENTER OF OLD COUNTY LINE ROAD (TO BE ABANDONED)
 MB0847'AND 0.8 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  A REFERENCE
 MB0847'MARK DISK SET IN A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 MB0847'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0848 ***********************************************************************
 MB0848  DESIGNATION -  FOURMILE RM 2
 MB0848  PID         -  MB0848
 MB0848  STATE/COUNTY-  OH/MAHONING
 MB0848  USGS QUAD   -  GIRARD (1994)
 MB0848
 MB0848                         *CURRENT SURVEY CONTROL
 MB0848  ___________________________________________________________________
 MB0848* NAD 83(1986)-  41 08 02.     (N)    080 44 15.     (W)     SCALED    
 MB0848* NAVD 88     -       330.902  (meters)    1085.63   (feet)  ADJUSTED  
 MB0848  ___________________________________________________________________
 MB0848  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0848  DYNAMIC HT  -         330.752 (meters)    1085.14  (feet)  COMP
 MB0848  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 MB0848
 MB0848  VERT ORDER  -  SECOND    CLASS 0
 MB0848
 MB0848.The horizontal coordinates were scaled from a topographic map and have
 MB0848.an estimated accuracy of +/- 6 seconds.
 MB0848
 MB0848.The orthometric height was determined by differential leveling
 MB0848.and adjusted by the National Geodetic Survey in June 1991..
 MB0848
 MB0848.The geoid height was determined by GEOID03.
 MB0848
 MB0848.The dynamic height is computed by dividing the NAVD 88
 MB0848.geopotential number by the normal gravity value computed on the
 MB0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0848.degrees latitude (g = 980.6199 gals.).
 MB0848
 MB0848.The modeled gravity was interpolated from observed gravity values.
 MB0848
 MB0848;                    North         East    Units  Estimated Accuracy
 MB0848;SPC OH N     -   164,420.      747,970.      MT  (+/- 180 meters Scaled)
 MB0848
 MB0848                          SUPERSEDED SURVEY CONTROL
 MB0848
 MB0848  NGVD 29 (??/??/92)  331.081  (m)         1086.22   (f) ADJ UNCH    2 0
 MB0848
 MB0848.Superseded values are not recommended for survey control.
 MB0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0848.See file dsdata.txt to determine how the superseded data were derived.
 MB0848
 MB0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF220536(NAD 83)
 MB0848_MARKER: DR = REFERENCE MARK DISK
 MB0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0848_STAMPING: FOURMILE NO 2 1949
 MB0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0848+STABILITY: SURFACE MOTION
 MB0848
 MB0848  HISTORY     - Date     Condition        Report By
 MB0848  HISTORY     - 1949     MONUMENTED       CGS
 MB0848  HISTORY     - 1966     GOOD             NGS
 MB0848
 MB0848                          STATION DESCRIPTION
 MB0848
 MB0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MB0848'1.6 MI E FROM MINERAL RIDGE.
 MB0848'1.6 MILES EAST ALONG THE MAHONING-TRUMBULL COUNTY LINE ROAD
 MB0848'FROM ITS INTERSECTION WITH STATE HIGHWAY 46 AT MINERAL RIDGE
 MB0848'AND ABOUT 150 FEET EAST OF FOUR MILE RUN ROAD.  IT IS 81.50
 MB0848'FEET WEST OF THE STATION MARK, 32 FEET SOUTH OF THE APPROXIMATE
 MB0848'CENTER OF OLD COUNTY LINE ROAD (TO BE ABANDONED) AND 1.0 FOOT
 MB0848'NORTH OF A METAL WITNESS POST AND SIGN.  A REFERENCE MARK DISK
 MB0848'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT THAT
 MB0848'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1484 ***********************************************************************
 JY1484  DESIGNATION -  FOUST
 JY1484  PID         -  JY1484
 JY1484  STATE/COUNTY-  OH/GREENE
 JY1484  USGS QUAD   -  CEDARVILLE (1987)
 JY1484
 JY1484                         *CURRENT SURVEY CONTROL
 JY1484  ___________________________________________________________________
 JY1484* NAD 83(1995)-  39 41 08.60828(N)    083 50 46.37631(W)     ADJUSTED  
 JY1484* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 JY1484  ___________________________________________________________________
 JY1484  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 JY1484  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JY1484
 JY1484  HORZ ORDER  -  FIRST
 JY1484
 JY1484.The horizontal coordinates were established by classical geodetic methods
 JY1484.and adjusted by the National Geodetic Survey in April 1998..
 JY1484
 JY1484.The orthometric height was scaled from a topographic map.
 JY1484
 JY1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1484
 JY1484.The geoid height was determined by GEOID03.
 JY1484
 JY1484;                    North         East     Units Scale Factor Converg.
 JY1484;SPC OH S     -   188,000.268   484,526.258   MT  0.99994970   -0 51 15.1
 JY1484;UTM  17      - 4,396,749.759   255,919.042   MT  1.00033353   -1 49 06.3
 JY1484
 JY1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1484!SPC OH S     -   0.99995453  x   0.99994970  =   0.99990423
 JY1484!UTM  17      -   0.99995453  x   1.00033353  =   1.00028804
 JY1484
 JY1484|---------------------------------------------------------------------|
 JY1484| PID    Reference Object                     Distance      Geod. Az  |
 JY1484|                                                           dddmmss.s |
 JY1484| CE6090 FOUST RM 1                           27.735 METERS 01001     |
 JY1484| JY1486 CEDARVILLE TANK                     APPROX. 7.1 KM 0245141.4 |
 JY1484| JY1487 CEDARVILLE SQUARE BRICK STACK       APPROX. 6.6 KM 0263710.4 |
 JY1484| JY1482 JAMESTOWN MUNICIPAL TANK            APPROX. 9.9 KM 1082142.0 |
 JY1484| CE6089 FOUST AZ MK                                        1745246.7 |
 JY1484| JY1490 XENIA CHILDRENS HOME TANK           APPROX. 6.4 KM 2524734.0 |
 JY1484| JY1491 XENIA CHILDRENS HOME STACK          APPROX. 6.5 KM 2543505.2 |
 JY1484| CE6091 FOUST RM 2                           40.200 METERS 29032     |
 JY1484| JY1492 WILBERFORCE COLLEGE SILVER TK       APPROX. 4.5 KM 3215902.8 |
 JY1484| JY1485 WILBERFORCE COLL PWR PLANT STK      APPROX. 4.4 KM 3262853.2 |
 JY1484|---------------------------------------------------------------------|
 JY1484
 JY1484                          SUPERSEDED SURVEY CONTROL
 JY1484
 JY1484  NAD 83(1986)-  39 41 08.61519(N)    083 50 46.38544(W) AD(       ) 1
 JY1484  NAD 27      -  39 41 08.40300(N)    083 50 46.64800(W) AD(       ) 1
 JY1484
 JY1484.Superseded values are not recommended for survey control.
 JY1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1484.See file dsdata.txt to determine how the superseded data were derived.
 JY1484
 JY1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5591996750(NAD 83)
 JY1484_MARKER: DS = TRIANGULATION STATION DISK
 JY1484_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JY1484
 JY1484  HISTORY     - Date     Condition        Report By
 JY1484  HISTORY     - 1938     MONUMENTED       CGS
 JY1484
 JY1484                          STATION DESCRIPTION
 JY1484
 JY1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JY1484'STATION IS ABOUT 5.7 MILES W OF XENIA BY ROAD, 7.2 MILES BY ROAD W BY
 JY1484'N OF JAMESTOWN, IN HOG LOT S OF MR. FOUSTS HOUSE, 23-1/2 FEET
 JY1484'W OF WIRE FENCE ON W SIDE OF GRAVEL ROAD 42 FEET W OF THE CENTER LINE
 JY1484'OF THE ROAD, 24 FEET S OF WOODEN FENCE ON S SIDE OF BARN LOT,
 JY1484'IS STAMPED FOUST 1938, AND IS ONE FOOT BELOW THE SURFACE OF THE
 JY1484'GROUND.
 JY1484'
 JY1484'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JY1484'BRONZE DISKS IN CONCRETE.
 JY1484'
 JY1484'REFERENCE MARK NO. 1 IS N BY E OF THE STATION, IN BARNYARD 1 FOOT W
 JY1484'OF E BARNYARD FENCE, 20 FEET W OF CENTER LINE OF GRAVEL ROAD, 9
 JY1484'FEET S OF S GATE POST OF GATE TO BARNYARD, ON OPPOSITE SIDE OF ROAD
 JY1484'FROM TELEPHONE POLE MARKED 25, IS STAMPED FOUST NO 1 1938, AND
 JY1484'PROTRUDES 1 INCH.  REFERENCE MARK NO. 2 IS WNW OF THE STATION, IN
 JY1484'BARNYARD, 1 FOOT E OF E SIDE OF RED BARN, 42.8 FEET S OF NE CORNER
 JY1484'OF THE RED BARN, 163 FEET W OF THE CENTER LINE OF THE GRAVEL ROAD, IS
 JY1484'STAMPED FOUST NO 2 1938 AND IS FLUSH WITH THE GROUND.
 JY1484'
 JY1484'AZIMUTH MARK IS S OF THE STATION ON THE W SIDE OF THE SAME GRAVEL
 JY1484'ROAD THAT RUNS BY THE STATION, AT N END OF A CURVE IN THE ROAD, 1
 JY1484'FOOT W OF WIRE FENCE, 15 FEET W OF CENTER LINE OF GRAVEL ROAD.
 JY1484'
 JY1484'TO REACH STATION FROM THE JUNCTION OF U.S. 35 AND 68 AT THE
 JY1484'COURTHOUSE IN XENIA, GO EASTWARD ON 35 FOR 5.0 MILES TO GRAVEL
 JY1484'T-ROAD S, TURN S ON T-ROAD AND GO 0.8 MILE TO STATION SITE ON W SIDE
 JY1484'OF ROAD.
 JY1484'
 JY1484'TO REACH FROM JAMESTOWN, GO WESTWARD ON U.S. 35 FOR ABOUT 6.4 MILES
 JY1484'TO A GRAVEL T-ROAD S, THENCE FOLLOW ABOVE DESCRIPTION TO
 JY1484'STATION SITE.
 JY1484'
 JY1484'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1838 ***********************************************************************
 KZ1838  DESIGNATION -  FOWLS
 KZ1838  PID         -  KZ1838
 KZ1838  STATE/COUNTY-  OH/KNOX
 KZ1838  USGS QUAD   -  PERRYTON (1978)
 KZ1838
 KZ1838                         *CURRENT SURVEY CONTROL
 KZ1838  ___________________________________________________________________
 KZ1838* NAD 83(1995)-  40 14 38.78198(N)    082 14 44.84806(W)     ADJUSTED  
 KZ1838* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 KZ1838  ___________________________________________________________________
 KZ1838  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 KZ1838  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KZ1838
 KZ1838  HORZ ORDER  -  SECOND
 KZ1838
 KZ1838.The horizontal coordinates were established by classical geodetic methods
 KZ1838.and adjusted by the National Geodetic Survey in April 1998..
 KZ1838
 KZ1838.The orthometric height was scaled from a topographic map.
 KZ1838
 KZ1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1838
 KZ1838.The geoid height was determined by GEOID03.
 KZ1838
 KZ1838;                    North         East     Units Scale Factor Converg.
 KZ1838;SPC OH N     -    64,155.140   621,631.249   MT  1.00004163   +0 10 01.2
 KZ1838;SPC OH S     -   249,168.695   621,631.400   MT  1.00004851   +0 09 40.7
 KZ1838;UTM  17      - 4,455,595.474   394,037.877   MT  0.99973821   -0 48 17.7
 KZ1838
 KZ1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1838!SPC OH N     -   0.99994773  x   1.00004163  =   0.99998936
 KZ1838!SPC OH S     -   0.99994773  x   1.00004851  =   0.99999624
 KZ1838!UTM  17      -   0.99994773  x   0.99973821  =   0.99968596
 KZ1838
 KZ1838|---------------------------------------------------------------------|
 KZ1838| PID    Reference Object                     Distance      Geod. Az  |
 KZ1838|                                                           dddmmss.s |
 KZ1838| CE6093 FOWLS RM 1                           20.699 METERS 03725     |
 KZ1838| CE6094 FOWLS RM 2                           19.437 METERS 14003     |
 KZ1838| CE6092 FOWLS AZ MK                                        1762702.1 |
 KZ1838|---------------------------------------------------------------------|
 KZ1838
 KZ1838                          SUPERSEDED SURVEY CONTROL
 KZ1838
 KZ1838  NAD 83(1986)-  40 14 38.78773(N)    082 14 44.85165(W) AD(       ) 2
 KZ1838  NAD 27      -  40 14 38.54220(N)    082 14 45.31820(W) AD(       ) 2
 KZ1838
 KZ1838.Superseded values are not recommended for survey control.
 KZ1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1838.See file dsdata.txt to determine how the superseded data were derived.
 KZ1838
 KZ1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9403855595(NAD 83)
 KZ1838_MARKER: DS = TRIANGULATION STATION DISK
 KZ1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1838
 KZ1838  HISTORY     - Date     Condition        Report By
 KZ1838  HISTORY     - 1959     MONUMENTED       CGS
 KZ1838
 KZ1838                          STATION DESCRIPTION
 KZ1838
 KZ1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1838'THE STATION IS ABOUT 15 MILES NORTHWEST OF DRESDEN, 3 MILES NORTH OF
 KZ1838'FALLSBURG, 3.5 MILES
 KZ1838'SOUTHEAST OF BLADENSBURG AND 6 MILES EAST OF MARTINSBURG, IN THE
 KZ1838'SOUTHEAST 1/4 OF SECTION 23, T 4
 KZ1838'N, R 10 W, IN JACKSON TOWNSHIP, ON PROPERTY OWNED BY MR. FRANK
 KZ1838'FOWLS.
 KZ1838'
 KZ1838'TO REACH THE STATION FROM THE POST OFFICE IN BLADENSBURG, GO EAST ON
 KZ1838'STATE HIGHWAY 271 FOR 0.3 MILE
 KZ1838'TO A SIDE ROAD ON THE RIGHT JUST AFTER CROSSING BRIDGE OVER THE
 KZ1838'WAKATOMIKA RIVER.  TURN RIGHT AND
 KZ1838'GO SOUTH ON COUNTY ROUTE 17 FOR 2.3 MILE TO A FORK IN
 KZ1838'THE ROAD.  BEAR RIGHT AND GO 0.4 MILE TO A FORK IN
 KZ1838'THE ROAD AND THE MT. ZION CHURCH ON
 KZ1838'THE LEFT.  BEAR RIGHT AND GO 0.8 MILE TO A FORK IN THE ROAD.  BEAR
 KZ1838'RIGHT AND GO ABOUT 25 YARDS TO A
 KZ1838'TRACK ROAD ON THE RIGHT (CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A
 KZ1838'FIELD ENTRANCE ON THE RIGHT AND THE
 KZ1838'AZIMUTH MARK ON THE RIGHT).  TURN RIGHT AND FOLLOW THE
 KZ1838'TRACK ROAD NORTHWESTERLY FOR 0.15 MILE TO THE
 KZ1838'TOP OF THE HILL AND THE STATION ON THE LEFT.
 KZ1838'
 KZ1838'STATION MARKS ARE STANDARD DISKS STAMPED FOWLS 1959.  THE SURFACE
 KZ1838'DISK IS SET IN A SQUARE
 KZ1838'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 320 FEET NORTH OF A
 KZ1838'3-FOOT HICKORY TREE, 126 FEET NORTH OF
 KZ1838'THE EASTERLY ONE OF FOUR OIL STORAGE TANKS, 15 FEET WEST OF
 KZ1838'THE CENTERLINE OF THE TRACK ROAD AND 14.8
 KZ1838'FEET EAST OF THE NORTHEAST CORNER OF THE
 KZ1838'ENGINE HOUSE FOR OIL WELL.  A STANDARD METAL WITNESS POST
 KZ1838'WAS SET 2 FEET WEST OF THE MARK.
 KZ1838'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 KZ1838'INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1838'
 KZ1838'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FOWLS NO 1 1959, IS SET
 KZ1838'IN A SQUARE CONCRETE POST
 KZ1838'WHICH PROJECTS 5 INCHES.  IT IS 77 FEET NORTHEAST OF THE NORTHEAST
 KZ1838'CORNER OF THE ENGINE HOUSE AND 68
 KZ1838'FEET EAST OF A 3-INCH NORTH-SOUTH PIPELINE.
 KZ1838'
 KZ1838'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FOWLS NO 2 1959, IS SET
 KZ1838'IN A SQUARE CONCRETE POST
 KZ1838'WHICH PROJECTS 4 INCHES.  IT IS 114 FEET NORTHEAST OF THE EASTERLY
 KZ1838'ONE OF THE FOUR OIL TANKS AND 70
 KZ1838'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE ENGINE HOUSE.
 KZ1838'
 KZ1838'AZIMUTH MARK, A STANDARD DISK STAMPED FOWLS 1959, IS SET IN A SQUARE
 KZ1838'CONCRETE POST WHICH
 KZ1838'PROJECTS 5 INCHES.  IT IS 20 FEET WEST OF THE CENTERLINE OF THE
 KZ1838'GRAVEL ROAD AND 17 FEET SOUTH OF
 KZ1838'THE CENTER OF THE FIELD ENTRANCE.  A STANDARD METAL WITNESS POST
 KZ1838'WAS SET 1.8 FEET NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2241 ***********************************************************************
 LA2241  DESIGNATION -  FOX
 LA2241  PID         -  LA2241
 LA2241  STATE/COUNTY-  OH/SHELBY
 LA2241  USGS QUAD   -  JACKSON CENTER (1984)
 LA2241
 LA2241                         *CURRENT SURVEY CONTROL
 LA2241  ___________________________________________________________________
 LA2241* NAD 83(1995)-  40 26 22.31544(N)    084 01 12.96394(W)     ADJUSTED  
 LA2241* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 LA2241  ___________________________________________________________________
 LA2241  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 LA2241  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LA2241
 LA2241  HORZ ORDER  -  FIRST
 LA2241
 LA2241.The horizontal coordinates were established by classical geodetic methods
 LA2241.and adjusted by the National Geodetic Survey in April 1998..
 LA2241
 LA2241.The orthometric height was scaled from a topographic map.
 LA2241
 LA2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2241
 LA2241.The geoid height was determined by GEOID03.
 LA2241
 LA2241;                    North         East     Units Scale Factor Converg.
 LA2241;SPC OH N     -    86,948.530   471,021.351   MT  0.99999882   -0 59 55.5
 LA2241;UTM  16      - 4,480,807.648   752,729.035   MT  1.00038630   +1 56 01.7
 LA2241;UTM  17      - 4,480,924.539   243,832.396   MT  1.00040784   -1 57 36.5
 LA2241
 LA2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2241!SPC OH N     -   0.99995511  x   0.99999882  =   0.99995393
 LA2241!UTM  16      -   0.99995511  x   1.00038630  =   1.00034139
 LA2241!UTM  17      -   0.99995511  x   1.00040784  =   1.00036293
 LA2241
 LA2241:                Primary Azimuth Mark                     Grid Az
 LA2241:SPC OH N     -  LAKEVIEW MUNICIPAL TANK                  059 24 17.6
 LA2241:UTM  16      -  LAKEVIEW MUNICIPAL TANK                  056 28 20.4
 LA2241:UTM  17      -  LAKEVIEW MUNICIPAL TANK                  060 21 58.6
 LA2241
 LA2241|---------------------------------------------------------------------|
 LA2241| PID    Reference Object                     Distance      Geod. Az  |
 LA2241|                                                           dddmmss.s |
 LA2241| KZ2096 LAKEVIEW MUNICIPAL TANK             APPROX. 9.1 KM 0582422.1 |
 LA2241| CE6095 FOX AZ MK                                          0923051.5 |
 LA2241| CE6097 FOX RM 1                             34.912 METERS 13322     |
 LA2241| CE6098 FOX RM 2                             37.003 METERS 23023     |
 LA2241| CF2722 JACKSON CENTER MUN TANK                            2731723.7 |
 LA2241|---------------------------------------------------------------------|
 LA2241
 LA2241                          SUPERSEDED SURVEY CONTROL
 LA2241
 LA2241  NAD 83(1986)-  40 26 22.32340(N)    084 01 12.97651(W) AD(       ) 1
 LA2241  NAD 27      -  40 26 22.15000(N)    084 01 13.18400(W) AD(       ) 1
 LA2241
 LA2241.Superseded values are not recommended for survey control.
 LA2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2241.See file dsdata.txt to determine how the superseded data were derived.
 LA2241
 LA2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK5272980808(NAD 83)
 LA2241_MARKER: DS = TRIANGULATION STATION DISK
 LA2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2241
 LA2241  HISTORY     - Date     Condition        Report By
 LA2241  HISTORY     - 1943     MONUMENTED       CGS
 LA2241  HISTORY     - 1953     GOOD             CGS
 LA2241  HISTORY     - 1976     GOOD             OHDT
 LA2241  HISTORY     - 1977     GOOD             NGS
 LA2241
 LA2241                          STATION DESCRIPTION
 LA2241
 LA2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 LA2241'STATION IS LOCATED ABOUT 1.0 MILE E OF JACKSON CENTER AND 6.1 MILES W
 LA2241'OF THE JUNCTION OF STATE HIGHWAYS
 LA2241'69 AND 274 ON THE N SIDE OF HIGHWAY 274.  THE
 LA2241'MARK IS SET IN THE S EDGE OF A
 LA2241'CULTIVATED FIELD AND E OF A SMALL
 LA2241'CEMETERY.  THE MARK IS ON PROPERTY OWNED BY
 LA2241'HARVEY FOX.  IT IS 53
 LA2241'FEET N OF THE CENTER LINE OF HIGHWAY 274, 41.9 FEET NE OF THE
 LA2241'SE CORNER OF
 LA2241'A FENCE ENCLOSING THE CEMETERY, AND 20 FEET E OF THE N-S
 LA2241'FENCE.  THE DISK IS STAMPED
 LA2241'FOX 1943 AND IS 12 INCHES BELOW THE
 LA2241'SURFACE OF THE GROUND.
 LA2241'
 LA2241'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 LA2241'DISKS SET IN CONCRETE.
 LA2241'
 LA2241'REFERENCE MARK 1 IS 114.54 FEET SE OF THE STATION AND 26 FEET
 LA2241'S OF THE CENTER
 LA2241'LINE OF HIGHWAY 274.  THE DISK IS STAMPED FOX NO 1 1943.
 LA2241'
 LA2241'REFERENCE MARK 2 IS 121.40 FEET SW OF THE STATION AND 24 FEET
 LA2241'S OF THE CENTER
 LA2241'LINE OF HIGHWAY 274.  THE DISK IS STAMPED FOX NO 2 1943.
 LA2241'
 LA2241'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE ESE OF THE STATION
 LA2241'ON THE S SIDE OF
 LA2241'HIGHWAY 274.  IT IS 31 FEET S OF THE CENTER LINE
 LA2241'OF HIGHWAY 274 AND 1.0 FOOT N OF
 LA2241'THE S RIGHT-OF-WAY FENCELINE.
 LA2241'THE DISK IS STAMPED FOX 1943.
 LA2241'
 LA2241'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 69 AND 274,
 LA2241'WHICH IS ABOUT 3.5
 LA2241'MILES S OF LAKEVIEW, GO W ON HIGHWAY 274 FOR
 LA2241'5.7 MILES TO THE AZIMUTH MARK ON THE
 LA2241'LEFT OR S SIDE OF THE ROAD.
 LA2241'CONTINUE W FOR 0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LA2241'
 LA2241'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 LA2241
 LA2241                          STATION RECOVERY (1953)
 LA2241
 LA2241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 LA2241'STATION WAS RECOVERED AS DESCRIBED, AND
 LA2241'ALL MARKS WERE
 LA2241'FOUND TO BE IN GOOD CONDITION.  THE REFERENCE MARKS
 LA2241'WERE REMOVED UPON REQUEST OF THE
 LA2241'OHIO DEPARTMENT OF HIGHWAYS BECAUSE
 LA2241'OF ROAD CONSTRUCTION.  TWO NEW REFERENCE MARKS WERE
 LA2241'ESTABLISHED.
 LA2241'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LA2241'
 LA2241'REFERENCE MARK 3 IS 50 FT. S OF THE APPROXIMATE CENTERLINE OF
 LA2241'THE HIGHWAY, 44
 LA2241'FT. E OF A TELEPHONE POLE, AND 1 FT. N OF A FENCE
 LA2241'IT IS A STANDARD REFERENCE-MARK
 LA2241'DISK, STAMPED FOX NO 3 1943 AND
 LA2241'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 IN.
 LA2241'
 LA2241'REFERENCE MARK 4 IS 50 FT. S OF THE APPROXIMATE CENTERLINE OF
 LA2241'THE HIGHWAY, 43
 LA2241'FT. W OF A TELEPHONE POLE, AND 1 FT. N OF A FENCE.
 LA2241'IT IS A STANDARD REFERENCE-MARK
 LA2241'DISK, STAMPED FOX NO 4 1943 AND
 LA2241'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 IN.
 LA2241
 LA2241                          STATION RECOVERY (1976)
 LA2241
 LA2241'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1976 (RRH)
 LA2241'FOX 1943 RECOVERED GOOD.
 LA2241'
 LA2241'R.M. 1 AND R.M. 2 RECOVERED GOOD.
 LA2241'
 LA2241'AZIMUTH MARK DAMAGED -UNUSABLE.
 LA2241'
 LA2241'CHANGES IN DESCRIPTION - JUNCTION OF STATE HIGHWAYS 235 AND 274----
 LA2241'PROPERTY OWNED BY RICHARD HERDON.  IT IS 69 FEET N OF THE CENTERLINE
 LA2241'OF S.R. 274, 28.3 FEET NE OF THE SE CORNER OF A FENCE ENCLOSING THE
 LA2241'CEMETERY.------AZIMUTH MARK NEEDS TO BE RESET.
 LA2241'
 LA2241'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI. E OF JACKSON
 LA2241'CENTER.
 LA2241
 LA2241                          STATION RECOVERY (1977)
 LA2241
 LA2241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LA2241'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE FOUND IN GOOD
 LA2241'CONDITION.  THE AZIMUTH MARK WAS FOUND DISTURBED AND RESET.  IT WAS
 LA2241'CUT IN OFF THE JACKSON CENTER MUNI. WATER TANK.  THE DIRECTION
 LA2241'TO THE REFERENCE MARKS CHECKED.  THE MARKS WERE SLOPE MEASURED IN
 LA2241'1943 BUT WERE MEASURED HORIZONAL AT THIS TIME.  A NEW DESCRIPTION
 LA2241'FOLLOWS--
 LA2241'
 LA2241'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF A CULTIVATED FIELD
 LA2241'OWNED BY MR. RICHARD HERNDON, JACKSON CENTER, OHIO, NEAR THE
 LA2241'SOUTHEAST CORNER OF A CEMETERY, 21 FEET NORTH OF A METAL WITNESS
 LA2241'POST, 68 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 274, 28 FEET
 LA2241'NORTHEAST OF A POWER POLE, 39 FEET NORTHEAST OF AN 8 FOOT HIGH
 LA2241'BROWN MARBLE TOMBSTONE AND 88 FEET SOUTHEAST OF A 5 FOOT HIGH
 LA2241'WHITE MARBLE TOMBSTONE THRUSH.  THE MONUMENT IS 12 INCHES
 LA2241'UNDERGROUND AND THE DISK IS STAMPED FOX 1943.
 LA2241'
 LA2241'TO REACH THE STATION FROM THE MAIN INTERSECTION IN JACKSON CENTER, GO
 LA2241'EAST ON STATE HIGHWAY 274 FOR 1.0 MILE TO A CEMETERY AND THE STATION
 LA2241'ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.4 MILE TO THE
 LA2241'AZIMUTH MARK ON THE RIGHT.
 LA2241'
 LA2241'REFERENCE MARK 3 IS 45 FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTH
 LA2241'OF A FENCE AND 47 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE
 LA2241'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED FOX NO 3 1943.
 LA2241'
 LA2241'REFERENCE MARK 4 IS 43 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF
 LA2241'A FENCE, 46 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 92 FEET
 LA2241'EAST OF THE EXTENDED CENTERLINE OF MORRIS-ROSE RD.  THE MONUMENT
 LA2241'PROJECTS 6 INCHES AND THE DISK IS STAMPED FOX NO 4 1943.
 LA2241'
 LA2241'THE AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LA2241'28 FEET EAST OF A TELEPHONE POLE AND 2 FEET WEST OF A METAL WITNESS
 LA2241'POST.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED
 LA2241'FOX 1943 1977.
 LA2241'
 LA2241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE EAST
 LA2241'OF JACKSON CENTER.
 LA2241'
 LA2241'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1103 ***********************************************************************
 JY1103  DESIGNATION -  FOX FARM
 JY1103  PID         -  JY1103
 JY1103  STATE/COUNTY-  OH/CLINTON
 JY1103  USGS QUAD   -  SABINA (1974)
 JY1103
 JY1103                         *CURRENT SURVEY CONTROL
 JY1103  ___________________________________________________________________
 JY1103* NAD 83(1986)-  39 28 54.     (N)    083 39 32.     (W)     SCALED    
 JY1103* NAVD 88     -       320.356  (meters)    1051.03   (feet)  ADJUSTED  
 JY1103  ___________________________________________________________________
 JY1103  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JY1103  DYNAMIC HT  -         320.175 (meters)    1050.44  (feet)  COMP
 JY1103  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 JY1103
 JY1103  VERT ORDER  -  SECOND    CLASS 0
 JY1103
 JY1103.The horizontal coordinates were scaled from a topographic map and have
 JY1103.an estimated accuracy of +/- 6 seconds.
 JY1103
 JY1103.The orthometric height was determined by differential leveling
 JY1103.and adjusted by the National Geodetic Survey in June 1991..
 JY1103
 JY1103.The geoid height was determined by GEOID03.
 JY1103
 JY1103.The dynamic height is computed by dividing the NAVD 88
 JY1103.geopotential number by the normal gravity value computed on the
 JY1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1103.degrees latitude (g = 980.6199 gals.).
 JY1103
 JY1103.The modeled gravity was interpolated from observed gravity values.
 JY1103
 JY1103;                    North         East    Units  Estimated Accuracy
 JY1103;SPC OH S     -   165,130.      500,300.      MT  (+/- 180 meters Scaled)
 JY1103
 JY1103                          SUPERSEDED SURVEY CONTROL
 JY1103
 JY1103  NGVD 29 (??/??/92)  320.523  (m)         1051.58   (f) ADJ UNCH    2 0
 JY1103
 JY1103.Superseded values are not recommended for survey control.
 JY1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1103.See file dsdata.txt to determine how the superseded data were derived.
 JY1103
 JY1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD713736(NAD 83)
 JY1103_MARKER: R = RIVET
 JY1103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY1103_SP_SET: CULVERT
 JY1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1103
 JY1103  HISTORY     - Date     Condition        Report By
 JY1103  HISTORY     - UNK      MONUMENTED       OHGS
 JY1103  HISTORY     - 1935     GOOD             NGS
 JY1103
 JY1103                          STATION DESCRIPTION
 JY1103
 JY1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY1103'0.9 MI W FROM SABINA.
 JY1103'0.9 MILE WEST ALONG U.S. HIGHWAY 22 FROM SABINA, CLINTON COUNTY,
 JY1103'100 YARDS WEST OF THE SILVER FOX FARM, 98 YARDS EAST OF THE
 JY1103'CENTERLINE OF A DRIVE LEADING TO THE H.A. PATTON HOUSE, 34.9 FEET
 JY1103'WEST OF POLE 244, 20.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JY1103'18.5 FEET EAST OF THE FENCE LINE, IN THE TOP OF THE SOUTHWEST
 JY1103'CORNER OF A CULVERT, AND ABOUT ONE FOOT ABOVE THE LEVEL OF THE ROAD.
 JY1103'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6893 ***********************************************************************
 AA6893  DESIGNATION -  FR 01 01
 AA6893  PID         -  AA6893
 AA6893  STATE/COUNTY-  OH/PORTAGE
 AA6893  USGS QUAD   -  KENT (1994)
 AA6893
 AA6893                         *CURRENT SURVEY CONTROL
 AA6893  ___________________________________________________________________
 AA6893* NAD 83(1995)-  41 08 13.87727(N)    081 18 19.17514(W)     ADJUSTED  
 AA6893* NAVD 88     -       327.2    (meters)    1073.     (feet)  GPS OBS   
 AA6893  ___________________________________________________________________
 AA6893  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AA6893  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AA6893
 AA6893  HORZ ORDER  -  FIRST
 AA6893
 AA6893.The horizontal coordinates were established by GPS observations
 AA6893.and adjusted by the National Geodetic Survey in April 1998..
 AA6893
 AA6893.The orthometric height was determined by GPS observations and a
 AA6893.high-resolution geoid model.
 AA6893
 AA6893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6893
 AA6893.The geoid height was determined by GEOID03.
 AA6893
 AA6893;                    North         East     Units Scale Factor Converg.
 AA6893;SPC OH N     -   163,982.567   700,296.215   MT  0.99993987   +0 47 05.4
 AA6893;UTM  17      - 4,554,031.345   474,374.880   MT  0.99960808   -0 12 03.1
 AA6893
 AA6893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6893!SPC OH N     -   0.99995394  x   0.99993987  =   0.99989381
 AA6893!UTM  17      -   0.99995394  x   0.99960808  =   0.99956204
 AA6893
 AA6893                          SUPERSEDED SURVEY CONTROL
 AA6893
 AA6893  NAD 83(1986)-  41 08 13.88466(N)    081 18 19.17761(W) AD(       ) 1
 AA6893
 AA6893.Superseded values are not recommended for survey control.
 AA6893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6893.See file dsdata.txt to determine how the superseded data were derived.
 AA6893
 AA6893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7437554031(NAD 83)
 AA6893_MARKER: DD = SURVEY DISK
 AA6893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6893_STAMPING: FR-01-01
 AA6893_MARK LOGO: OH3880
 AA6893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6893+STABILITY: SURFACE MOTION
 AA6893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6893+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6893
 AA6893  HISTORY     - Date     Condition        Report By
 AA6893  HISTORY     - 1993     MONUMENTED       OH3880
 AA6893
 AA6893                          STATION DESCRIPTION
 AA6893
 AA6893'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6893'THE STATION MARK IS LOCATED ON THE SOUTH SIDE OF SUMMIT ROAD JUST EAST
 AA6893'OF THE INTERSECTION OF POWDER MILL ROAD LOCATED EAST OF THE CITY OF
 AA6893'KENT, OHIO. TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 59
 AA6893'AND STATE ROUTE 261, TRAVEL SOUTH ALONG STATE ROUTE 261 ABOUT 1.2 MI
 AA6893'TO THE INTERSECTION OF SUMMIT ROAD. TURN LEFT ON TO SUMMIT ROAD AND
 AA6893'TRAVEL EAST ABOUT 0.8 MI AND THE STATION ON THE RIGHT. THE STATION
 AA6893'MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-01-01 SET IN A
 AA6893'CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6893'DETECTION. THE STATION MARK IS ABOUT 18.8 FT SOUTH OF THE PAVEMENT
 AA6893'CENTERLINE OF SUMMIT ROAD. THERE ARE TWO MONUMENT BOX ASSEMBLIES
 AA6893'LOCATED NEARBY. THE EASTERN ASSEMBLY IS LOCATED AT THE INTERSECTION OF
 AA6893'THE CENTERLINES OF SUMMIT ROAD AND POWDER MILL ROAD (NORTH BOUND) AND
 AA6893'IS ABOUT 25.4 FT NORTHWEST OF THE STATION MARK. THE WESTERN ASSEMBLY
 AA6893'IS LOCATED AT THE INTERSECTION OF THE CENTERLINES OF SUMMIT ROAD AND
 AA6893'POWDER MILL ROAD (SOUTH BOUND) AND IS ABOUT 41.9 FT NORTHWEST OF THE
 AA6893'STATION MARK. THE TWO MONUMENT BOX ASSEMBLIES ARE ABOUT 20.5 FT APART
 AA6893'AS MEASURED ALONG THE SUMMIT ROAD CENTERLINE DUE TO A JOG IN THE
 AA6893'POWDER MILL ROAD CENTERLINES. THERE IS CURRENTLY NO DIRECT AZIMUTH
 AA6893'MARK FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6892 ***********************************************************************
 AA6892  DESIGNATION -  FR 03 01
 AA6892  PID         -  AA6892
 AA6892  STATE/COUNTY-  OH/PORTAGE
 AA6892  USGS QUAD   -  KENT (1994)
 AA6892
 AA6892                         *CURRENT SURVEY CONTROL
 AA6892  ___________________________________________________________________
 AA6892* NAD 83(1995)-  41 08 17.71150(N)    081 19 11.46123(W)     ADJUSTED  
 AA6892* NAVD 88     -       319.6    (meters)    1049.     (feet)  GPS OBS   
 AA6892  ___________________________________________________________________
 AA6892  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AA6892  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AA6892
 AA6892  HORZ ORDER  -  FIRST
 AA6892
 AA6892.The horizontal coordinates were established by GPS observations
 AA6892.and adjusted by the National Geodetic Survey in April 1998..
 AA6892
 AA6892.The orthometric height was determined by GPS observations and a
 AA6892.high-resolution geoid model.
 AA6892
 AA6892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6892
 AA6892.The geoid height was determined by GEOID03.
 AA6892
 AA6892;                    North         East     Units Scale Factor Converg.
 AA6892;SPC OH N     -   164,084.231   699,075.365   MT  0.99993990   +0 46 31.1
 AA6892;UTM  17      - 4,554,153.955   473,156.365   MT  0.99960887   -0 12 37.5
 AA6892
 AA6892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6892!SPC OH N     -   0.99995513  x   0.99993990  =   0.99989503
 AA6892!UTM  17      -   0.99995513  x   0.99960887  =   0.99956402
 AA6892
 AA6892:                Primary Azimuth Mark                     Grid Az
 AA6892:SPC OH N     -  FR 17 01                                 002 21 54.4
 AA6892:UTM  17      -  FR 17 01                                 003 21 03.0
 AA6892
 AA6892|---------------------------------------------------------------------|
 AA6892| PID    Reference Object                     Distance      Geod. Az  |
 AA6892|                                                           dddmmss.s |
 AA6892| AA6890 FR 17 01                            APPROX. 0.5 KM 0030825.5 |
 AA6892| AA6891 FR 03 02                            APPROX. 0.8 KM 2785529.7 |
 AA6892|---------------------------------------------------------------------|
 AA6892
 AA6892                          SUPERSEDED SURVEY CONTROL
 AA6892
 AA6892  NAD 83(1986)-  41 08 17.71902(N)    081 19 11.46350(W) AD(       ) 1
 AA6892
 AA6892.Superseded values are not recommended for survey control.
 AA6892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6892.See file dsdata.txt to determine how the superseded data were derived.
 AA6892
 AA6892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7315654154(NAD 83)
 AA6892_MARKER: DD = SURVEY DISK
 AA6892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6892_STAMPING: FR-03-01
 AA6892_MARK LOGO: OH3880
 AA6892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6892+STABILITY: SURFACE MOTION
 AA6892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6892+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6892
 AA6892  HISTORY     - Date     Condition        Report By
 AA6892  HISTORY     - 1993     MONUMENTED       OH3880
 AA6892
 AA6892                          STATION DESCRIPTION
 AA6892
 AA6892'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6892'THE STATION MARK IS LOCATED NEAR THE NORTHEAST CORNER OF THE JUNCTION
 AA6892'OF HODGEMAN LANE AND SUMMIT ROAD IN THE SOUTHEAST PART OF THE CITY OF
 AA6892'KENT, OHIO. TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 59
 AA6892'AND STATE ROUTE 261, TRAVEL SOUTH ALONG STATE ROUTE 261 ABOUT 1.2 MI
 AA6892'TO THE INTERSECTION OF SUMMIT ROAD. TURN LEFT ON TO SUMMIT ROAD AND
 AA6892'TRAVEL EAST ONLY A SHORT DISTANCE (LESS THAN 0.1 MI) TO THE JUNCTION
 AA6892'OF HODGEMAN LANE ON THE LEFT. TURN LEFT ON TO HODGEMAN LANE AND THE
 AA6892'STATION ON THE RIGHT. THE STATION MARK IS A STANDARD CITY OF KENT
 AA6892'BRONZE DISK STAMPED FR-03-01 SET IN A CONCRETE MASS FLUSH WITH THE
 AA6892'SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. THE STATION MARK IS ABOUT
 AA6892'39.5 FT NORTH OF THE PAVEMENT CENTERLINE OF SUMMIT ROAD AND ABOUT 18.8
 AA6892'FT EAST OF THE PAVEMENT CENTERLINE OF HODGEMAN LANE. A FIRE HYDRANT
 AA6892'LOCATED ON THE NORTH SIDE OF SUMMIT ROAD IS ABOUT 58.2 FT EAST OF THE
 AA6892'STATION MARK. STATION MARK FR-17-01 ABOUT 0.3 MI TO THE NORTH LOCATED
 AA6892'ON THE WEST SIDE OF HODGEMAN LANE MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6891 ***********************************************************************
 AA6891  DESIGNATION -  FR 03 02
 AA6891  PID         -  AA6891
 AA6891  STATE/COUNTY-  OH/PORTAGE
 AA6891  USGS QUAD   -  KENT (1994)
 AA6891
 AA6891                         *CURRENT SURVEY CONTROL
 AA6891  ___________________________________________________________________
 AA6891* NAD 83(1995)-  41 08 21.71054(N)    081 19 45.15685(W)     ADJUSTED  
 AA6891* NAVD 88     -       333.6    (meters)    1094.     (feet)  GPS OBS   
 AA6891  ___________________________________________________________________
 AA6891  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AA6891  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AA6891
 AA6891  HORZ ORDER  -  FIRST
 AA6891
 AA6891.The horizontal coordinates were established by GPS observations
 AA6891.and adjusted by the National Geodetic Survey in April 1998..
 AA6891
 AA6891.The orthometric height was determined by GPS observations and a
 AA6891.high-resolution geoid model.
 AA6891
 AA6891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6891
 AA6891.The geoid height was determined by GEOID03.
 AA6891
 AA6891;                    North         East     Units Scale Factor Converg.
 AA6891;SPC OH N     -   164,196.988   698,287.980   MT  0.99993992   +0 46 08.9
 AA6891;UTM  17      - 4,554,280.200   472,371.295   MT  0.99960939   -0 12 59.7
 AA6891
 AA6891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6891!SPC OH N     -   0.99995293  x   0.99993992  =   0.99989285
 AA6891!UTM  17      -   0.99995293  x   0.99960939  =   0.99956234
 AA6891
 AA6891:                Primary Azimuth Mark                     Grid Az
 AA6891:SPC OH N     -  FR 03 01                                 098 08 58.7
 AA6891:UTM  17      -  FR 03 01                                 099 08 07.3
 AA6891
 AA6891|---------------------------------------------------------------------|
 AA6891| PID    Reference Object                     Distance      Geod. Az  |
 AA6891|                                                           dddmmss.s |
 AA6891| AA6892 FR 03 01                            APPROX. 0.8 KM 0985507.6 |
 AA6891|---------------------------------------------------------------------|
 AA6891
 AA6891                          SUPERSEDED SURVEY CONTROL
 AA6891
 AA6891  NAD 83(1986)-  41 08 21.71809(N)    081 19 45.15906(W) AD(       ) 1
 AA6891
 AA6891.Superseded values are not recommended for survey control.
 AA6891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6891.See file dsdata.txt to determine how the superseded data were derived.
 AA6891
 AA6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7237154280(NAD 83)
 AA6891_MARKER: DD = SURVEY DISK
 AA6891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6891_STAMPING: FR-03-02
 AA6891_MARK LOGO: OH3880
 AA6891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6891+STABILITY: SURFACE MOTION
 AA6891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6891+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6891
 AA6891  HISTORY     - Date     Condition        Report By
 AA6891  HISTORY     - 1993     MONUMENTED       OH3880
 AA6891
 AA6891                          STATION DESCRIPTION
 AA6891
 AA6891'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6891'THE STATION MARK IS LOCATED ON THE SOUTH SIDE OF SUMMIT STREET JUST
 AA6891'EAST OF THE INTERSECTION OF THE CENTERLINE OF SUMMIT STREET AND THE
 AA6891'WEST LINE OF ORIGINAL FRANKLIN TOWNSHIP LOT 3. TO REACH THE STATION
 AA6891'FROM THE JUNCTION OF STATE ROUTE 59 AND STATE ROUTE 261, TRAVEL SOUTH
 AA6891'ALONG STATE ROUTE 261 ABOUT 1.2 MI TO THE INTERSECTION OF SUMMIT ROAD.
 AA6891'TURN RIGHT ON TO SUMMIT ROAD AND TRAVEL WEST ABOUT 0.5 MI AND THE
 AA6891'STATION ON THE LEFT. THE STATION MARK IS A STANDARD CITY OF KENT
 AA6891'BRONZE DISK STAMPED FR-03-02 SET IN A CONCRETE MASS FLUSH WITH THE
 AA6891'SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. IT IS ABOUT 24.1 FT SOUTH
 AA6891'OF THE PAVEMENT CENTERLINE OF SUMMIT STREET. UTILITY POLE NO. 118842
 AA6891'LOCATED ON THE SOUTH SIDE OF SUMMIT STREET IS ABOUT 24.2 FT WEST OF
 AA6891'THE STATION. A MONUMENT BOX ASSEMBLY AT THE INTERSECTION OF THE
 AA6891'CENTERLINE OF SUMMIT STREET AND THE WEST LINE OF ORIGINAL FRANKLIN
 AA6891'TOWNSHIP LOT 3 IS ABOUT 24.8 FT NORTHWEST OF THE STATION MARK. STATION
 AA6891'MARK FR-03-01 ABOUT 0.5 MI TO THE EAST NEAR THE NORTHEAST CORNER OF
 AA6891'THE JUNCTION OF HODGEMAN LANE AND SUMMIT ROAD MAY BE USED FOR AN
 AA6891'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6882 ***********************************************************************
 AA6882  DESIGNATION -  FR 04 01
 AA6882  PID         -  AA6882
 AA6882  STATE/COUNTY-  OH/PORTAGE
 AA6882  USGS QUAD   -  KENT (1994)
 AA6882
 AA6882                         *CURRENT SURVEY CONTROL
 AA6882  ___________________________________________________________________
 AA6882* NAD 83(1995)-  41 08 30.90775(N)    081 20 15.60517(W)     ADJUSTED  
 AA6882* NAVD 88     -       341.1    (meters)    1119.     (feet)  GPS OBS   
 AA6882  ___________________________________________________________________
 AA6882  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AA6882  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AA6882
 AA6882  HORZ ORDER  -  FIRST
 AA6882
 AA6882.The horizontal coordinates were established by GPS observations
 AA6882.and adjusted by the National Geodetic Survey in April 1998..
 AA6882
 AA6882.The orthometric height was determined by GPS observations and a
 AA6882.high-resolution geoid model.
 AA6882
 AA6882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6882
 AA6882.The geoid height was determined by GEOID03.
 AA6882
 AA6882;                    North         East     Units Scale Factor Converg.
 AA6882;SPC OH N     -   164,471.174   697,574.202   MT  0.99993998   +0 45 48.9
 AA6882;UTM  17      - 4,554,566.530   471,662.574   MT  0.99960988   -0 13 19.8
 AA6882
 AA6882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6882!SPC OH N     -   0.99995176  x   0.99993998  =   0.99989174
 AA6882!UTM  17      -   0.99995176  x   0.99960988  =   0.99956165
 AA6882
 AA6882:                Primary Azimuth Mark                     Grid Az
 AA6882:SPC OH N     -  FR 05 01                                 217 36 13.7
 AA6882:UTM  17      -  FR 05 01                                 218 35 22.4
 AA6882
 AA6882|---------------------------------------------------------------------|
 AA6882| PID    Reference Object                     Distance      Geod. Az  |
 AA6882|                                                           dddmmss.s |
 AA6882| AA6881 FR 05 01                            474.850 METERS 2182202.6 |
 AA6882| AA6883 FR 14 01                            409.467 METERS 3042824.9 |
 AA6882|---------------------------------------------------------------------|
 AA6882
 AA6882                          SUPERSEDED SURVEY CONTROL
 AA6882
 AA6882  NAD 83(1986)-  41 08 30.91528(N)    081 20 15.60746(W) AD(       ) 1
 AA6882
 AA6882.Superseded values are not recommended for survey control.
 AA6882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6882.See file dsdata.txt to determine how the superseded data were derived.
 AA6882
 AA6882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7166354567(NAD 83)
 AA6882_MARKER: DD = SURVEY DISK
 AA6882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6882_STAMPING: FR-04-01
 AA6882_MARK LOGO: OH3880
 AA6882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6882+STABILITY: SURFACE MOTION
 AA6882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6882+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6882
 AA6882  HISTORY     - Date     Condition        Report By
 AA6882  HISTORY     - 1993     MONUMENTED       OH3880
 AA6882
 AA6882                          STATION DESCRIPTION
 AA6882
 AA6882'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6882'THE STATION MARK IS ON THE SOUTH SIDE OF SUMMIT STREET ABOUT 0.1 MI
 AA6882'WEST OF THE INTERSECTION OF LOOP ROAD IN THE SOUTHEAST PART OF THE
 AA6882'CITY OF KENT, OHIO. TO REACH THE STATION FROM THE JUNCTION OF SOUTH
 AA6882'WATER STREET (STATE ROUTE 43) AND HAYMAKER PARKWAY (STATE ROUTE 59)
 AA6882'NEAR KENT CITY HALL, TRAVEL SOUTH ALONG SOUTH WATER STREET ABOUT 0.1
 AA6882'MI TO THE INTERSECTION OF SUMMIT STREET. TURN LEFT ON TO SUMMIT AND
 AA6882'TRAVEL EAST ABOUT 0.3 MI TO THE INTERSECTION OF LINCOLN STREET. BEAR
 AA6882'RIGHT AND CONTINUE SOUTHEAST ALONG SUMMIT ABOUT 0.9 MI AND THE STATION
 AA6882'ON THE RIGHT. THE STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK
 AA6882'STAMPED FR-04-01 SET IN A CONCRETE MASS ABOUT 2 INCHES BELOW THE
 AA6882'SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. THE STATION IS OPPOSITE
 AA6882'MUSSLEMAN HALL ACROSS THE STREET ON THE CAMPUS OF KENT STATE
 AA6882'UNIVERSITY. A MONUMENT BOX ASSEMBLY IN THE CENTERLINE OF SUMMIT STREET
 AA6882'IS ABOUT 51.0 FT NORTHEAST OF THE STATION MARK. A FIRE HYDRANT LOCATED
 AA6882'ON THE SOUTH SIDE OF THE STREET IS ABOUT 63.3 FT WEST OF THE STATION.
 AA6882'THE STATION MARK IS ABOUT 21.9 FT SOUTH OF THE PAVEMENT CENTERLINE OF
 AA6882'SUMMIT STREET. STATION MARK FR-14-01 ABOUT 0.3 MI TO THE NORTHWEST ON
 AA6882'THE SOUTH SIDE OF SUMMIT STREET MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6881 ***********************************************************************
 AA6881  DESIGNATION -  FR 05 01
 AA6881  PID         -  AA6881
 AA6881  STATE/COUNTY-  OH/PORTAGE
 AA6881  USGS QUAD   -  KENT (1994)
 AA6881
 AA6881                         *CURRENT SURVEY CONTROL
 AA6881  ___________________________________________________________________
 AA6881* NAD 83(1995)-  41 08 18.83897(N)    081 20 28.24310(W)     ADJUSTED  
 AA6881* NAVD 88     -       333.4    (meters)    1094.     (feet)  GPS OBS   
 AA6881  ___________________________________________________________________
 AA6881  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AA6881  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AA6881
 AA6881  HORZ ORDER  -  FIRST
 AA6881
 AA6881.The horizontal coordinates were established by GPS observations
 AA6881.and adjusted by the National Geodetic Survey in April 1998..
 AA6881
 AA6881.The orthometric height was determined by GPS observations and a
 AA6881.high-resolution geoid model.
 AA6881
 AA6881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6881
 AA6881.The geoid height was determined by GEOID03.
 AA6881
 AA6881;                    North         East     Units Scale Factor Converg.
 AA6881;SPC OH N     -   164,094.997   697,284.467   MT  0.99993990   +0 45 40.6
 AA6881;UTM  17      - 4,554,195.516   471,366.508   MT  0.99961009   -0 13 28.0
 AA6881
 AA6881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6881!SPC OH N     -   0.99995296  x   0.99993990  =   0.99989286
 AA6881!UTM  17      -   0.99995296  x   0.99961009  =   0.99956306
 AA6881
 AA6881:                Primary Azimuth Mark                     Grid Az
 AA6881:SPC OH N     -  FR 04 01                                 037 36 13.7
 AA6881:UTM  17      -  FR 04 01                                 038 35 22.3
 AA6881
 AA6881|---------------------------------------------------------------------|
 AA6881| PID    Reference Object                     Distance      Geod. Az  |
 AA6881|                                                           dddmmss.s |
 AA6881| AA6882 FR 04 01                            474.850 METERS 0382154.3 |
 AA6881|---------------------------------------------------------------------|
 AA6881
 AA6881                          SUPERSEDED SURVEY CONTROL
 AA6881
 AA6881  NAD 83(1986)-  41 08 18.84645(N)    081 20 28.24544(W) AD(       ) 1
 AA6881
 AA6881.Superseded values are not recommended for survey control.
 AA6881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6881.See file dsdata.txt to determine how the superseded data were derived.
 AA6881
 AA6881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7136754196(NAD 83)
 AA6881_MARKER: DD = SURVEY DISK
 AA6881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6881_STAMPING: FR-05-01
 AA6881_MARK LOGO: OH3880
 AA6881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6881+STABILITY: SURFACE MOTION
 AA6881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6881+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6881
 AA6881  HISTORY     - Date     Condition        Report By
 AA6881  HISTORY     - 1993     MONUMENTED       OH3880
 AA6881
 AA6881                          STATION DESCRIPTION
 AA6881
 AA6881'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6881'THE STATION MARK IS ON THE EAST SIDE OF CAMPUS CENTER DRIVE BETWEEN
 AA6881'SUMMIT ROAD AND STATE ROUTE 261 IN THE SOUTHEASTERN PART OF THE CITY
 AA6881'OF KENT, OHIO. TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AA6881'ROUTE 43 (SOUTH WATER STREET) AND STATE ROUTE 261, TRAVEL EAST ON
 AA6881'STATE ROUTE 261 ABOUT 0.4 MI TO THE INTERSECTION OF CAMPUS CENTER
 AA6881'DRIVE. TURN LEFT ON TO CAMPUS DRIVE AND TRAVEL NORTH ABOUT 0.4 MI TO
 AA6881'THE STATION ON THE RIGHT SITUATED APPROXIMATELY IN THE MIDDLE OF A
 AA6881'CURVE DEFLECTING TO THE LEFT. THE STATION MARK IS A STANDARD CITY OF
 AA6881'KENT BRONZE DISK STAMPED FR-05-01 SET IN A CONCRETE MASS FLUSH WITH
 AA6881'THE SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. A MONUMENT BOX
 AA6881'ASSEMBLY IN THE CENTERLINE OF CAMPUS CENTER DRIVE AT THE P.C. OF A
 AA6881'CURVE IS ABOUT 118.7 FT SOUTHWEST OF THE STATION MARK AND ANOTHER
 AA6881'MONUMENT BOX ASSEMBLY AT THE P.T. OF SAID CURVE IS ABOUT 132.1 FT
 AA6881'NORTHWEST OF THE STATION. THE STATION MARK IS ABOUT 5.0 FT EAST OF THE
 AA6881'EXISTING EAST EDGE OF PAVEMENT. STATION MARK FR-04-01 ABOUT 0.3 MI TO
 AA6881'THE NORTHEAST ON THE SOUTH SIDE OF SUMMIT ROAD MAY BE USED FOR AN
 AA6881'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6879 ***********************************************************************
 AA6879  DESIGNATION -  FR 06 01
 AA6879  PID         -  AA6879
 AA6879  STATE/COUNTY-  OH/PORTAGE
 AA6879  USGS QUAD   -  KENT (1994)
 AA6879
 AA6879                         *CURRENT SURVEY CONTROL
 AA6879  ___________________________________________________________________
 AA6879* NAD 83(1995)-  41 08 17.24682(N)    081 21 20.30340(W)     ADJUSTED  
 AA6879* NAVD 88     -       335.8    (meters)    1102.     (feet)  GPS OBS   
 AA6879  ___________________________________________________________________
 AA6879  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AA6879  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AA6879
 AA6879  HORZ ORDER  -  FIRST
 AA6879
 AA6879.The horizontal coordinates were established by GPS observations
 AA6879.and adjusted by the National Geodetic Survey in April 1998..
 AA6879
 AA6879.The orthometric height was determined by GPS observations and a
 AA6879.high-resolution geoid model.
 AA6879
 AA6879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6879
 AA6879.The geoid height was determined by GEOID03.
 AA6879
 AA6879;                    North         East     Units Scale Factor Converg.
 AA6879;SPC OH N     -   164,029.858   696,071.146   MT  0.99993989   +0 45 06.4
 AA6879;UTM  17      - 4,554,151.275   470,152.646   MT  0.99961096   -0 14 02.3
 AA6879
 AA6879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6879!SPC OH N     -   0.99995259  x   0.99993989  =   0.99989249
 AA6879!UTM  17      -   0.99995259  x   0.99961096  =   0.99956357
 AA6879
 AA6879:                Primary Azimuth Mark                     Grid Az
 AA6879:SPC OH N     -  92 004 4 P CO                            163 39 06.4
 AA6879:UTM  17      -  92 004 4 P CO                            164 38 15.1
 AA6879
 AA6879|---------------------------------------------------------------------|
 AA6879| PID    Reference Object                     Distance      Geod. Az  |
 AA6879|                                                           dddmmss.s |
 AA6879| MB2623 92 004 4 P CO                       419.000 METERS 1642412.8 |
 AA6879|---------------------------------------------------------------------|
 AA6879
 AA6879                          SUPERSEDED SURVEY CONTROL
 AA6879
 AA6879  NAD 83(1986)-  41 08 17.25411(N)    081 21 20.30602(W) AD(       ) 1
 AA6879
 AA6879.Superseded values are not recommended for survey control.
 AA6879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6879.See file dsdata.txt to determine how the superseded data were derived.
 AA6879
 AA6879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7015354151(NAD 83)
 AA6879_MARKER: DD = SURVEY DISK
 AA6879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6879_STAMPING: FR-06-01
 AA6879_MARK LOGO: OH3880
 AA6879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6879+STABILITY: SURFACE MOTION
 AA6879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6879+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6879
 AA6879  HISTORY     - Date     Condition        Report By
 AA6879  HISTORY     - 1993     MONUMENTED       OH3880
 AA6879
 AA6879                          STATION DESCRIPTION
 AA6879
 AA6879'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6879'THE STATION MARK IS ON THE EAST SIDE OF SOUTH WATER STREET (STATE
 AA6879'ROUTE 43) NEAR THE ENTRANCE TO THE KENT CHURCH OF THE BRETHREN AT 1541
 AA6879'IN THE SOUTH CENTRAL PART OF THE CITY OF KENT, OHIO. TO REACH THE
 AA6879'STATION FROM THE JUNCTION OF SOUTH WATER STREET (STATE ROUTE 43) AND
 AA6879'HAYMAKER PARKWAY (STATE ROUTE 59) NEAR KENT CITY HALL, TRAVEL SOUTH
 AA6879'ALONG SOUTH WATER STREET ABOUT 0.9 MI TO THE ENTRANCE OF THE KENT
 AA6879'CHURCH OF THE BRETHREN AT NO.1541 ON YOUR LEFT AND THE STATION NEARBY.
 AA6879'THE STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED
 AA6879'FR-06-01 SET IN A CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR
 AA6879'MAGNETIC DETECTION. THE STATION MARK IS ABOUT 30.8 FT EAST OF THE
 AA6879'PAVEMENT CENTERLINE OF SOUTH WATER STREET (STATE ROUTE 43) AND ABOUT
 AA6879'10.0 FT EAST OF THE EAST EDGE OF THE CONCRETE SIDEWALK. A FIRE HYDRANT
 AA6879'ON THE EAST SIDE OF SOUTH WATER STREET IS 48.9 FT SOUTHEAST OF THE
 AA6879'STATION MARK. THE STATION IS ABOUT 3.3 FT SOUTH OF THE SOUTH EDGE OF
 AA6879'THE ASPHALT DRIVE ENTRANCE TO THE KENT CHURCH OF THE BRETHREN AT NO.
 AA6879'1541. A UTILITY POLE NO. 59BC/4C-16 ON PRIVATE PROPERTY IS JUST EAST
 AA6879'OF THE MARK ABOUT 34.3 FT. STATION MARK NO. BR-04-01 ABOUT 0.3 MI TO
 AA6879'THE SOUTHEAST NEAR THE INTERSECTION OF SOUTH WATER STREET (STATE ROUTE
 AA6879'43) AND STATE ROUTE 261 MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6857 ***********************************************************************
 AA6857  DESIGNATION -  FR 07 01
 AA6857  PID         -  AA6857
 AA6857  STATE/COUNTY-  OH/PORTAGE
 AA6857  USGS QUAD   -  KENT (1994)
 AA6857
 AA6857                         *CURRENT SURVEY CONTROL
 AA6857  ___________________________________________________________________
 AA6857* NAD 83(1995)-  41 08 10.71181(N)    081 21 39.95456(W)     ADJUSTED  
 AA6857* NAVD 88     -       325.6    (meters)    1068.     (feet)  GPS OBS   
 AA6857  ___________________________________________________________________
 AA6857  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AA6857  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AA6857
 AA6857  HORZ ORDER  -  FIRST
 AA6857
 AA6857.The horizontal coordinates were established by GPS observations
 AA6857.and adjusted by the National Geodetic Survey in April 1998..
 AA6857
 AA6857.The orthometric height was determined by GPS observations and a
 AA6857.high-resolution geoid model.
 AA6857
 AA6857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6857
 AA6857.The geoid height was determined by GEOID03.
 AA6857
 AA6857;                    North         East     Units Scale Factor Converg.
 AA6857;SPC OH N     -   163,822.290   695,615.541   MT  0.99993985   +0 44 53.5
 AA6857;UTM  17      - 4,553,951.641   469,693.688   MT  0.99961130   -0 14 15.2
 AA6857
 AA6857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6857!SPC OH N     -   0.99995418  x   0.99993985  =   0.99989403
 AA6857!UTM  17      -   0.99995418  x   0.99961130  =   0.99956549
 AA6857
 AA6857:                Primary Azimuth Mark                     Grid Az
 AA6857:SPC OH N     -  BR 03 01                                 197 47 06.4
 AA6857:UTM  17      -  BR 03 01                                 198 46 15.1
 AA6857
 AA6857|---------------------------------------------------------------------|
 AA6857| PID    Reference Object                     Distance      Geod. Az  |
 AA6857|                                                           dddmmss.s |
 AA6857| AA6853 BR 03 01                            APPROX. 0.6 KM 1983159.9 |
 AA6857|---------------------------------------------------------------------|
 AA6857
 AA6857                          SUPERSEDED SURVEY CONTROL
 AA6857
 AA6857  NAD 83(1986)-  41 08 10.71889(N)    081 21 39.95727(W) AD(       ) 1
 AA6857
 AA6857.Superseded values are not recommended for survey control.
 AA6857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6857.See file dsdata.txt to determine how the superseded data were derived.
 AA6857
 AA6857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6969453952(NAD 83)
 AA6857_MARKER: DD = SURVEY DISK
 AA6857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6857_STAMPING: FR-07-01
 AA6857_MARK LOGO: OH3880
 AA6857_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6857+STABILITY: SURFACE MOTION
 AA6857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6857+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6857
 AA6857  HISTORY     - Date     Condition        Report By
 AA6857  HISTORY     - 1993     MONUMENTED       OH3880
 AA6857
 AA6857                          STATION DESCRIPTION
 AA6857
 AA6857'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6857'THE STATION IS LOCATED ABOUT 1.0 MI SOUTHWEST OF KENT CITY HALL ON THE
 AA6857'EAST SIDE OF FRANKLIN AVENUE ABOUT 0.1 MI NORTH OF STATE ROUTE 261. TO
 AA6857'REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 261 AND 43 ABOUT
 AA6857'1.1 MI SOUTH OF KENT CITY HALL, TRAVEL WEST ON STATE ROUTE 261 ABOUT
 AA6857'0.4 MI TO THE INTERSECTION OF FRANKLIN AVENUE. TURN RIGHT AND TRAVEL
 AA6857'NORTH ON FRANKLIN AVENUE ABOUT 0.1 MI TO THE STATION ON THE RIGHT. THE
 AA6857'STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-07-01
 AA6857'SET IN A CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6857'DETECTION. THE STATION IS 48.8 FT EAST OF A FIRE HYDRANT ACROSS THE
 AA6857'STREET AND IS 58.0 FT SOUTHEAST OF A MAN HOLE ALSO ACROSS THE STREET.
 AA6857'THE STATION IS 22.0 FT EAST OF THE CENTERLINE OF THE ROAD AND IS
 AA6857'CONSTRUCTED BETWEEN CONCRETE DRIVE APRONS TO HOUSE NO. 1543 AND 1545.
 AA6857'UTILITY POLE NO. 60BC/2A9 IS NORTHEAST OF THE STATION 47.3 FT. STATION
 AA6857'MARK BR-03-01 ABOUT 0.4 MI TO THE SOUTHWEST ON THE WEST SIDE OF SUNNY
 AA6857'BROOK ROAD OPPOSITE MELOY ROAD MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6860 ***********************************************************************
 AA6860  DESIGNATION -  FR 08 01
 AA6860  PID         -  AA6860
 AA6860  STATE/COUNTY-  OH/PORTAGE
 AA6860  USGS QUAD   -  KENT (1994)
 AA6860
 AA6860                         *CURRENT SURVEY CONTROL
 AA6860  ___________________________________________________________________
 AA6860* NAD 83(1995)-  41 08 30.50115(N)    081 22 15.33204(W)     ADJUSTED  
 AA6860* NAVD 88     -       313.3    (meters)    1028.     (feet)  GPS OBS   
 AA6860  ___________________________________________________________________
 AA6860  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AA6860  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AA6860
 AA6860  HORZ ORDER  -  FIRST
 AA6860
 AA6860.The horizontal coordinates were established by GPS observations
 AA6860.and adjusted by the National Geodetic Survey in April 1998..
 AA6860
 AA6860.The orthometric height was determined by GPS observations and a
 AA6860.high-resolution geoid model.
 AA6860
 AA6860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6860
 AA6860.The geoid height was determined by GEOID03.
 AA6860
 AA6860;                    North         East     Units Scale Factor Converg.
 AA6860;SPC OH N     -   164,421.957   694,782.660   MT  0.99993997   +0 44 30.3
 AA6860;UTM  17      - 4,554,565.347   468,871.517   MT  0.99961193   -0 14 38.6
 AA6860
 AA6860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6860!SPC OH N     -   0.99995612  x   0.99993997  =   0.99989609
 AA6860!UTM  17      -   0.99995612  x   0.99961193  =   0.99956807
 AA6860
 AA6860:                Primary Azimuth Mark                     Grid Az
 AA6860:SPC OH N     -  FR 08 02                                 194 11 15.5
 AA6860:UTM  17      -  FR 08 02                                 195 10 24.4
 AA6860
 AA6860|---------------------------------------------------------------------|
 AA6860| PID    Reference Object                     Distance      Geod. Az  |
 AA6860|                                                           dddmmss.s |
 AA6860| AA6858 FR 08 02                            434.376 METERS 1945545.8 |
 AA6860|---------------------------------------------------------------------|
 AA6860
 AA6860                          SUPERSEDED SURVEY CONTROL
 AA6860
 AA6860  NAD 83(1986)-  41 08 30.50862(N)    081 22 15.33447(W) AD(       ) 1
 AA6860
 AA6860.Superseded values are not recommended for survey control.
 AA6860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6860.See file dsdata.txt to determine how the superseded data were derived.
 AA6860
 AA6860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6887254565(NAD 83)
 AA6860_MARKER: DD = SURVEY DISK
 AA6860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6860_STAMPING: FR-08-01
 AA6860_MARK LOGO: OH3880
 AA6860_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6860+STABILITY: SURFACE MOTION
 AA6860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6860+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6860
 AA6860  HISTORY     - Date     Condition        Report By
 AA6860  HISTORY     - 1993     MONUMENTED       OH3880
 AA6860
 AA6860                          STATION DESCRIPTION
 AA6860
 AA6860'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6860'THE STATION IS LOCATED ABOUT 0.9 MI SOUTHWEST OF KENT CITY HALL ON THE
 AA6860'EAST SIDE OF MOGADORE ROAD ABOUT 0.5 MI NORTH OF STATE ROUTE 261. TO
 AA6860'REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 261 AND 43 ABOUT
 AA6860'1.1 MI SOUTH OF KENT CITY HALL, TRAVEL WEST ON STATE ROUTE 261 ABOUT
 AA6860'1.0 MI TO THE INTERSECTION OF MOGADORE ROAD. TURN RIGHT AND TRAVEL
 AA6860'NORTH ON MOGADORE ROAD ABOUT 0.5 MI TO THE STATION ON THE RIGHT. THE
 AA6860'STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-08-01
 AA6860'SET IN A CONCRETE MASS ABOUT 3 INCHES BELOW EXISTING GRADE WITH RE-BAR
 AA6860'FOR MAGNETIC DETECTION. IT IS CURRENTLY 20.5 FT OPPOSITE THE NORTHERLY
 AA6860'LINE OF THE EXISTING COLONIAL MACHINE BUILDING WALL LINE EXTENDED. THE
 AA6860'STATION IS ALSO 34.8 FT SOUTHEAST OF A MANHOLE IN THE PAVEMENT AND
 AA6860'ABOUT 9.0 FT NORTHEAST OF A WATER VALVE ALSO IN THE PAVEMENT. THE
 AA6860'STATION IS ABOUT 15.5 FT EAST OF THE ROAD CENTERLINE. STATION MARK
 AA6860'FR-08-02 LOCATED ON THE EAST SIDE OF MOGADORE ABOUT 0.3 MI TO THE
 AA6860'SOUTHWEST MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6858 ***********************************************************************
 AA6858  DESIGNATION -  FR 08 02
 AA6858  PID         -  AA6858
 AA6858  STATE/COUNTY-  OH/PORTAGE
 AA6858  USGS QUAD   -  KENT (1994)
 AA6858
 AA6858                         *CURRENT SURVEY CONTROL
 AA6858  ___________________________________________________________________
 AA6858* NAD 83(1995)-  41 08 16.89574(N)    081 22 20.13040(W)     ADJUSTED  
 AA6858* NAVD 88     -       313.3    (meters)    1028.     (feet)  GPS OBS   
 AA6858  ___________________________________________________________________
 AA6858  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AA6858  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AA6858
 AA6858  HORZ ORDER  -  FIRST
 AA6858
 AA6858.The horizontal coordinates were established by GPS observations
 AA6858.and adjusted by the National Geodetic Survey in April 1998..
 AA6858
 AA6858.The orthometric height was determined by GPS observations and a
 AA6858.high-resolution geoid model.
 AA6858
 AA6858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6858
 AA6858.The geoid height was determined by GEOID03.
 AA6858
 AA6858;                    North         East     Units Scale Factor Converg.
 AA6858;SPC OH N     -   164,000.856   694,676.202   MT  0.99993989   +0 44 27.1
 AA6858;UTM  17      - 4,554,146.277   468,757.867   MT  0.99961201   -0 14 41.6
 AA6858
 AA6858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6858!SPC OH N     -   0.99995612  x   0.99993989  =   0.99989601
 AA6858!UTM  17      -   0.99995612  x   0.99961201  =   0.99956814
 AA6858
 AA6858:                Primary Azimuth Mark                     Grid Az
 AA6858:SPC OH N     -  FR 08 01                                 014 11 15.6
 AA6858:UTM  17      -  FR 08 01                                 015 10 24.3
 AA6858
 AA6858|---------------------------------------------------------------------|
 AA6858| PID    Reference Object                     Distance      Geod. Az  |
 AA6858|                                                           dddmmss.s |
 AA6858| AA6860 FR 08 01                            434.376 METERS 0145542.7 |
 AA6858|---------------------------------------------------------------------|
 AA6858
 AA6858                          SUPERSEDED SURVEY CONTROL
 AA6858
 AA6858  NAD 83(1986)-  41 08 16.90306(N)    081 22 20.13308(W) AD(       ) 1
 AA6858
 AA6858.Superseded values are not recommended for survey control.
 AA6858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6858.See file dsdata.txt to determine how the superseded data were derived.
 AA6858
 AA6858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6875854146(NAD 83)
 AA6858_MARKER: DD = SURVEY DISK
 AA6858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6858_STAMPING: FR-08-02
 AA6858_MARK LOGO: OH3880
 AA6858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6858+STABILITY: SURFACE MOTION
 AA6858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6858+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6858
 AA6858  HISTORY     - Date     Condition        Report By
 AA6858  HISTORY     - 1993     MONUMENTED       OH3880
 AA6858
 AA6858                          STATION DESCRIPTION
 AA6858
 AA6858'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6858'THE STATION IS LOCATED ABOUT 1.1 MI SOUTHWEST OF KENT CITY HALL ON THE
 AA6858'EAST SIDE OF MOGADORE ROAD ABOUT 0.2 MI NORTH OF STATE ROUTE 261. TO
 AA6858'REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 261 AND 43 ABOUT
 AA6858'1.1 MI SOUTH OF KENT CITY HALL, TRAVEL WEST ON STATE ROUTE 261 ABOUT
 AA6858'1.0 MI TO THE INTERSECTION OF MOGADORE ROAD. TURN RIGHT AND TRAVEL
 AA6858'NORTH ON MOGADORE ROAD ABOUT 0.2 MI TO THE STATION ON THE RIGHT. THE
 AA6858'STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-08-02
 AA6858'SET IN A CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6858'DETECTION. IT IS OPPOSITE A FIRE HYDRANT ACROSS THE STREET AND IS
 AA6858'ABOUT 39.5 FT AWAY. THIS FIRE HYDRANT IS JUST NORTH OF THE GRAVEL
 AA6858'DRIVEWAY TO HOUSE NO. 1452. THE STATION IS ABOUT 19.2 FT EAST OF THE
 AA6858'CENTERLINE OF THE ROAD AND IS 52.0 FT NORTH OF POWER POLE NO.
 AA6858'59BD4/24. STATION MARK FR-08-01 LOCATED ON THE EAST SIDE OF MOGADORE
 AA6858'ROAD ABOUT 0.3 MI TO THE NORTHEAST MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6856 ***********************************************************************
 AA6856  DESIGNATION -  FR 09 01
 AA6856  PID         -  AA6856
 AA6856  STATE/COUNTY-  OH/PORTAGE
 AA6856  USGS QUAD   -  HUDSON (1984)
 AA6856
 AA6856                         *CURRENT SURVEY CONTROL
 AA6856  ___________________________________________________________________
 AA6856* NAD 83(1995)-  41 08 10.62838(N)    081 23 03.42267(W)     ADJUSTED  
 AA6856* NAVD 88     -       318.0    (meters)    1043.     (feet)  GPS OBS   
 AA6856  ___________________________________________________________________
 AA6856  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AA6856  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AA6856
 AA6856  HORZ ORDER  -  FIRST
 AA6856
 AA6856.The horizontal coordinates were established by GPS observations
 AA6856.and adjusted by the National Geodetic Survey in April 1998..
 AA6856
 AA6856.The orthometric height was determined by GPS observations and a
 AA6856.high-resolution geoid model.
 AA6856
 AA6856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6856
 AA6856.The geoid height was determined by GEOID03.
 AA6856
 AA6856;                    North         East     Units Scale Factor Converg.
 AA6856;SPC OH N     -   163,794.556   693,669.154   MT  0.99993985   +0 43 58.7
 AA6856;UTM  17      - 4,553,957.395   467,747.750   MT  0.99961280   -0 15 10.1
 AA6856
 AA6856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6856!SPC OH N     -   0.99995538  x   0.99993985  =   0.99989523
 AA6856!UTM  17      -   0.99995538  x   0.99961280  =   0.99956819
 AA6856
 AA6856:                Primary Azimuth Mark                     Grid Az
 AA6856:SPC OH N     -  FR 09 02                                 007 21 23.4
 AA6856:UTM  17      -  FR 09 02                                 008 20 32.2
 AA6856
 AA6856|---------------------------------------------------------------------|
 AA6856| PID    Reference Object                     Distance      Geod. Az  |
 AA6856|                                                           dddmmss.s |
 AA6856| AA6859 FR 09 02                            450.269 METERS 0080522.1 |
 AA6856|---------------------------------------------------------------------|
 AA6856
 AA6856                          SUPERSEDED SURVEY CONTROL
 AA6856
 AA6856  NAD 83(1986)-  41 08 10.63562(N)    081 23 03.42539(W) AD(       ) 1
 AA6856
 AA6856.Superseded values are not recommended for survey control.
 AA6856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6856.See file dsdata.txt to determine how the superseded data were derived.
 AA6856
 AA6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6774853957(NAD 83)
 AA6856_MARKER: DD = SURVEY DISK
 AA6856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6856_STAMPING: FR-09-01
 AA6856_MARK LOGO: OH3880
 AA6856_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6856+STABILITY: SURFACE MOTION
 AA6856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6856+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6856
 AA6856  HISTORY     - Date     Condition        Report By
 AA6856  HISTORY     - 1993     MONUMENTED       OH3880
 AA6856
 AA6856                          STATION DESCRIPTION
 AA6856
 AA6856'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6856'THE STATION IS LOCATED ABOUT 1.7 MI SOUTHWEST OF KENT CITY HALL ON THE
 AA6856'WEST SIDE OF CHERRY STREET ABOUT 240 FT NORTH OF STATE ROUTE 261. TO
 AA6856'REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 261 AND 43 ABOUT
 AA6856'1.1 MI SOUTH OF KENT CITY HALL, TRAVEL WEST ON STATE ROUTE 261 ABOUT
 AA6856'1.6 MI TO THE INTERSECTION OF CHERRY STREET. TURN RIGHT AND TRAVEL
 AA6856'NORTH ON CHERRY STREET ABOUT 240 FT TO THE STATION ON THE LEFT. THE
 AA6856'STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-09-01
 AA6856'SET IN A CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6856'DETECTION. THE STATION IS ABOUT 23.5 FT NORTHWEST OF THE CENTERLINE OF
 AA6856'THE ROAD, ABOUT 58.5 FT SOUTHWEST OF POWER POLE NO. 60BD/2B8 AND ABOUT
 AA6856'69.5 FT NORTHWEST OF A POWER POLE LOCATED ACROSS THE STREET. THE
 AA6856'STATION IS ON THE NORTH SIDE OF A GRAVEL DRIVE AND IS ABOUT 26.8 FT
 AA6856'NORTH OF THE NORTHERLY GUARD RAIL POST LOCATED ON THE WEST SIDE OF THE
 AA6856'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6859 ***********************************************************************
 AA6859  DESIGNATION -  FR 09 02
 AA6859  PID         -  AA6859
 AA6859  STATE/COUNTY-  OH/PORTAGE
 AA6859  USGS QUAD   -  HUDSON (1984)
 AA6859
 AA6859                         *CURRENT SURVEY CONTROL
 AA6859  ___________________________________________________________________
 AA6859* NAD 83(1995)-  41 08 25.07903(N)    081 23 00.70577(W)     ADJUSTED  
 AA6859* NAVD 88     -       311.9    (meters)    1023.     (feet)  GPS OBS   
 AA6859  ___________________________________________________________________
 AA6859  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AA6859  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AA6859
 AA6859  HORZ ORDER  -  FIRST
 AA6859
 AA6859.The horizontal coordinates were established by GPS observations
 AA6859.and adjusted by the National Geodetic Survey in April 1998..
 AA6859
 AA6859.The orthometric height was determined by GPS observations and a
 AA6859.high-resolution geoid model.
 AA6859
 AA6859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6859
 AA6859.The geoid height was determined by GEOID03.
 AA6859
 AA6859;                    North         East     Units Scale Factor Converg.
 AA6859;SPC OH N     -   164,241.093   693,726.804   MT  0.99993994   +0 44 00.5
 AA6859;UTM  17      - 4,554,402.728   467,813.053   MT  0.99961275   -0 15 08.4
 AA6859
 AA6859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6859!SPC OH N     -   0.99995633  x   0.99993994  =   0.99989627
 AA6859!UTM  17      -   0.99995633  x   0.99961275  =   0.99956909
 AA6859
 AA6859:                Primary Azimuth Mark                     Grid Az
 AA6859:SPC OH N     -  FR 09 01                                 187 21 23.3
 AA6859:UTM  17      -  FR 09 01                                 188 20 32.2
 AA6859
 AA6859|---------------------------------------------------------------------|
 AA6859| PID    Reference Object                     Distance      Geod. Az  |
 AA6859|                                                           dddmmss.s |
 AA6859| AA6856 FR 09 01                            450.269 METERS 1880523.8 |
 AA6859|---------------------------------------------------------------------|
 AA6859
 AA6859                          SUPERSEDED SURVEY CONTROL
 AA6859
 AA6859  NAD 83(1986)-  41 08 25.08642(N)    081 23 00.70832(W) AD(       ) 1
 AA6859
 AA6859.Superseded values are not recommended for survey control.
 AA6859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6859.See file dsdata.txt to determine how the superseded data were derived.
 AA6859
 AA6859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6781354403(NAD 83)
 AA6859_MARKER: DD = SURVEY DISK
 AA6859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6859_STAMPING: FR-09-02
 AA6859_MARK LOGO: OH3880
 AA6859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6859+STABILITY: SURFACE MOTION
 AA6859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6859+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6859
 AA6859  HISTORY     - Date     Condition        Report By
 AA6859  HISTORY     - 1993     MONUMENTED       OH3880
 AA6859
 AA6859                          STATION DESCRIPTION
 AA6859
 AA6859'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6859'THE STATION IS LOCATED ABOUT 1.5 MI SOUTHWEST OF KENT CITY HALL ON THE
 AA6859'EAST SIDE OF MIDDLEBURY ROAD. TO REACH THE STATION FROM THE JUNCTION
 AA6859'OF STATE ROUTES 261 AND 43 ABOUT 1.1 MI SOUTH OF KENT CITY HALL,
 AA6859'TRAVEL WEST ON STATE ROUTE 261 ABOUT 2.0 MI TO THE INTERSECTION OF
 AA6859'MIDDLEBURY ROAD ON THE RIGHT NEAR THE KENT CORPORATION LINE AND
 AA6859'PORTAGE COUNTY LINE. TURN RIGHT AND TRAVEL NORTH ON MIDDLEBURY ROAD
 AA6859'ABOUT 1.5 MI TO THE STATION ON THE RIGHT. THE STATION MARK IS A
 AA6859'STANDARD CITY OF KENT BRONZE DISK STAMPED FR-09-02 SET IN A CONCRETE
 AA6859'MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. THE
 AA6859'STATION IS OPPOSITE AND 48.5 FT FROM A FIRE HYDRANT ACROSS THE STREET.
 AA6859'THIS FIRE HYDRANT IS JUST SOUTHWEST OF HOUSE NO. 1178. THE STATION IS
 AA6859'ABOUT 12.1 FT FROM THE CENTER OF THE ROAD. IT IS ABOUT 62.8 FT
 AA6859'SOUTHWEST OF A MANHOLE ON THE SAME SIDE OF THE STREET AND IS ABOUT
 AA6859'39.0 FT SOUTHWEST OF A POWER POLE NO. 59BD/3C-13 ALSO ON THE SAME SIDE
 AA6859'OF THE STREET. THERE IS CURRENTLY NO DIRECT AZIMUTH MARK FOR THIS
 AA6859'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6861 ***********************************************************************
 AA6861  DESIGNATION -  FR 10 01
 AA6861  PID         -  AA6861
 AA6861  STATE/COUNTY-  OH/PORTAGE
 AA6861  USGS QUAD   -  HUDSON (1984)
 AA6861
 AA6861                         *CURRENT SURVEY CONTROL
 AA6861  ___________________________________________________________________
 AA6861* NAD 83(1995)-  41 08 44.44665(N)    081 22 48.29307(W)     ADJUSTED  
 AA6861* NAVD 88     -       319.1    (meters)    1047.     (feet)  GPS OBS   
 AA6861  ___________________________________________________________________
 AA6861  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA6861  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AA6861
 AA6861  HORZ ORDER  -  FIRST
 AA6861
 AA6861.The horizontal coordinates were established by GPS observations
 AA6861.and adjusted by the National Geodetic Survey in April 1998..
 AA6861
 AA6861.The orthometric height was determined by GPS observations and a
 AA6861.high-resolution geoid model.
 AA6861
 AA6861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6861
 AA6861.The geoid height was determined by GEOID03.
 AA6861
 AA6861;                    North         East     Units Scale Factor Converg.
 AA6861;SPC OH N     -   164,842.192   694,008.571   MT  0.99994006   +0 44 08.6
 AA6861;UTM  17      - 4,554,998.695   468,105.025   MT  0.99961252   -0 15 00.3
 AA6861
 AA6861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6861!SPC OH N     -   0.99995520  x   0.99994006  =   0.99989527
 AA6861!UTM  17      -   0.99995520  x   0.99961252  =   0.99956774
 AA6861
 AA6861                          SUPERSEDED SURVEY CONTROL
 AA6861
 AA6861  NAD 83(1986)-  41 08 44.45417(N)    081 22 48.29544(W) AD(       ) 1
 AA6861
 AA6861.Superseded values are not recommended for survey control.
 AA6861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6861.See file dsdata.txt to determine how the superseded data were derived.
 AA6861
 AA6861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6810554999(NAD 83)
 AA6861_MARKER: DD = SURVEY DISK
 AA6861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6861_STAMPING: FR-10-01
 AA6861_MARK LOGO: OH3880
 AA6861_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6861+STABILITY: SURFACE MOTION
 AA6861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6861+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6861
 AA6861  HISTORY     - Date     Condition        Report By
 AA6861  HISTORY     - 1993     MONUMENTED       OH3880
 AA6861
 AA6861                          STATION DESCRIPTION
 AA6861
 AA6861'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6861'TURN LEFT ON LONGMERE AND TRAVEL SOUTH ABOUT 0.4 MILE TO THE
 AA6861'INTERSECTION OF ELNO AVENUE TURN RIGHT AND TRAVEL WEST ON ELNO ABOUT
 AA6861'0.1 MI TO THE STATION ON THE RIGHT. THE STATION MARK IS A STANDARD
 AA6861'CITY OF KENT BRONZE DISK STAMPED FR-10-01 SET IN A CONCRETE MASS FLUSH
 AA6861'WITH THE SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. IT IS OPPOSITE
 AA6861'HOUSE NO. 1054 ON THE SOUTH SIDE OF ELNO AVENUE. THE STATION IS ABOUT
 AA6861'22.0 FT NORTH OF THE CENTERLINE OF ELNO AVENUE AND ABOUT 78.8 WEST OF
 AA6861'THE CENTERLINE OF ROOSEVELT AVENUE. IT IS ABOUT 4.4 FT SOUTH OF THE
 AA6861'SOUTH EDGE OF THE CONCRETE SIDEWALK. THERE IS CURRENTLY NO DIRECT
 AA6861'AZIMUTH MARK FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6877 ***********************************************************************
 AA6877  DESIGNATION -  FR 12 01
 AA6877  PID         -  AA6877
 AA6877  STATE/COUNTY-  OH/PORTAGE
 AA6877  USGS QUAD   -  KENT (1994)
 AA6877
 AA6877                         *CURRENT SURVEY CONTROL
 AA6877  ___________________________________________________________________
 AA6877* NAD 83(1995)-  41 08 36.81788(N)    081 21 30.33959(W)     ADJUSTED  
 AA6877* NAVD 88     -       332.8    (meters)    1092.     (feet)  GPS OBS   
 AA6877  ___________________________________________________________________
 AA6877  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AA6877  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AA6877
 AA6877  HORZ ORDER  -  FIRST
 AA6877
 AA6877.The horizontal coordinates were established by GPS observations
 AA6877.and adjusted by the National Geodetic Survey in April 1998..
 AA6877
 AA6877.The orthometric height was determined by GPS observations and a
 AA6877.high-resolution geoid model.
 AA6877
 AA6877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6877
 AA6877.The geoid height was determined by GEOID03.
 AA6877
 AA6877;                    North         East     Units Scale Factor Converg.
 AA6877;SPC OH N     -   164,630.452   695,829.214   MT  0.99994001   +0 44 59.8
 AA6877;UTM  17      - 4,554,755.743   469,921.159   MT  0.99961113   -0 14 09.0
 AA6877
 AA6877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6877!SPC OH N     -   0.99995306  x   0.99994001  =   0.99989307
 AA6877!UTM  17      -   0.99995306  x   0.99961113  =   0.99956421
 AA6877
 AA6877                          SUPERSEDED SURVEY CONTROL
 AA6877
 AA6877  NAD 83(1986)-  41 08 36.82535(N)    081 21 30.34198(W) AD(       ) 1
 AA6877
 AA6877.Superseded values are not recommended for survey control.
 AA6877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6877.See file dsdata.txt to determine how the superseded data were derived.
 AA6877
 AA6877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6992154756(NAD 83)
 AA6877_MARKER: DD = SURVEY DISK
 AA6877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6877_STAMPING: FR-12-01
 AA6877_MARK LOGO: OH3880
 AA6877_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6877+STABILITY: SURFACE MOTION
 AA6877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6877+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6877
 AA6877  HISTORY     - Date     Condition        Report By
 AA6877  HISTORY     - 1993     MONUMENTED       OH3880
 AA6877
 AA6877                          STATION DESCRIPTION
 AA6877
 AA6877'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6877'THE STATION MARK IS ON THE WEST SIDE OF SOUTH WATER STREET (STATE
 AA6877'ROUTE 43) JUST NORTH OF THE SCHOOL STREET INTERSECTION IN A CURVE IN
 AA6877'THE ROAD. TO REACH THE STATION FROM THE JUNCTION OF SOUTH WATER STREET
 AA6877'(STATE ROUTE 43) AND HAYMAKER PARKWAY (STATE ROUTE 59) NEAR KENT CITY
 AA6877'HALL, TRAVEL SOUTH ALONG SOUTH WATER STREET ABOUT 0.5 MI TO A CURVE TO
 AA6877'THE LEFT JUST NORTH OF THE SCHOOL STREET INTERSECTION AND THE STATION
 AA6877'ON THE RIGHT. THE STATION IS SITUATED WITHIN THE CONFINES OF A GRASSY
 AA6877'ISLAND FORMED BY THE ENTRANCES TO COMMERCIAL BUSINESS ON EITHER SIDE
 AA6877'OF THE MARK ON THE WEST SIDE OF THE ROAD. THE STATION IS ABOUT 36.3 FT
 AA6877'WEST OF THE PAVEMENT CENTERLINE OF SOUTH WATER STREET. A MANHOLE IN
 AA6877'THE SOUTH WATER STREET PAVEMENT IS 48.4 FT SOUTHEAST OF THE STATION.
 AA6877'UTILITY POLE NO. 58BC/3A41 IS ABOUT 3.5 SOUTH OF THE MARK. THE
 AA6877'NORTHEAST CORNER OF BUILDING NO. 1108 IS ABOUT 58.6 FT NORTHEAST OF
 AA6877'THE STATION MARK. THE STATION IS ABOUT 5.7 FT BEHIND THE SIDEWALK.
 AA6877'STATION MARK FR-06-01 LOCATED ABOUT 0.4 MI SOUTHEAST ALONG SOUTH WATER
 AA6877'STREET MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6884 ***********************************************************************
 AA6884  DESIGNATION -  FR 13 01
 AA6884  PID         -  AA6884
 AA6884  STATE/COUNTY-  OH/PORTAGE
 AA6884  USGS QUAD   -  KENT (1994)
 AA6884
 AA6884                         *CURRENT SURVEY CONTROL
 AA6884  ___________________________________________________________________
 AA6884* NAD 83(1995)-  41 08 52.89810(N)    081 21 04.49626(W)     ADJUSTED  
 AA6884* NAVD 88     -       354.8    (meters)    1164.     (feet)  GPS OBS   
 AA6884  ___________________________________________________________________
 AA6884  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AA6884  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AA6884
 AA6884  HORZ ORDER  -  FIRST
 AA6884
 AA6884.The horizontal coordinates were established by GPS observations
 AA6884.and adjusted by the National Geodetic Survey in April 1998..
 AA6884
 AA6884.The orthometric height was determined by GPS observations and a
 AA6884.high-resolution geoid model.
 AA6884
 AA6884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6884
 AA6884.The geoid height was determined by GEOID03.
 AA6884
 AA6884;                    North         East     Units Scale Factor Converg.
 AA6884;SPC OH N     -   165,134.352   696,425.262   MT  0.99994012   +0 45 16.8
 AA6884;UTM  17      - 4,555,249.151   470,525.589   MT  0.99961069   -0 13 52.1
 AA6884
 AA6884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6884!SPC OH N     -   0.99994961  x   0.99994012  =   0.99988973
 AA6884!UTM  17      -   0.99994961  x   0.99961069  =   0.99956032
 AA6884
 AA6884:                Primary Azimuth Mark                     Grid Az
 AA6884:SPC OH N     -  FR 13 02                                 180 29 38.3
 AA6884:UTM  17      -  FR 13 02                                 181 28 47.2
 AA6884
 AA6884|---------------------------------------------------------------------|
 AA6884| PID    Reference Object                     Distance      Geod. Az  |
 AA6884|                                                           dddmmss.s |
 AA6884| AA6878 FR 13 02                            APPROX. 0.5 KM 1811455.1 |
 AA6884|---------------------------------------------------------------------|
 AA6884
 AA6884                          SUPERSEDED SURVEY CONTROL
 AA6884
 AA6884  NAD 83(1986)-  41 08 52.90564(N)    081 21 04.49856(W) AD(       ) 1
 AA6884
 AA6884.Superseded values are not recommended for survey control.
 AA6884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6884.See file dsdata.txt to determine how the superseded data were derived.
 AA6884
 AA6884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7052655249(NAD 83)
 AA6884_MARKER: DD = SURVEY DISK
 AA6884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6884_STAMPING: FR-13-01
 AA6884_MARK LOGO: OH3880
 AA6884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6884+STABILITY: SURFACE MOTION
 AA6884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6884+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6884
 AA6884  HISTORY     - Date     Condition        Report By
 AA6884  HISTORY     - 1993     MONUMENTED       OH3880
 AA6884
 AA6884                          STATION DESCRIPTION
 AA6884
 AA6884'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6884'THE STATION MARK IS ON THE EAST SIDE OF LINCOLN STREET ABOUT 0.1 MI
 AA6884'SOUTH OF SUMMIT STREET LOCATED IN THE CENTRAL PART OF THE CITY OF
 AA6884'KENT, OHIO. TO REACH THE STATION FROM THE JUNCTION OF SOUTH WATER
 AA6884'STREET (STATE ROUTE 43) AND HAYMAKER PARKWAY (STATE ROUTE 59) NEAR
 AA6884'KENT CITY HALL, TRAVEL SOUTH ALONG SOUTH WATER STREET ABOUT 0.1 MI TO
 AA6884'THE INTERSECTION OF SUMMIT STREET. TURN LEFT ON TO SUMMIT AND TRAVEL
 AA6884'EAST ABOUT 0.3 MI TO THE INTERSECTION OF LINCOLN STREET. TURN RIGHT ON
 AA6884'TO LINCOLN STREET AND TRAVEL SOUTH ABOUT 0.1 MI AND THE STATION ON THE
 AA6884'LEFT. THE STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED
 AA6884'FR-13-01 SET IN A CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR
 AA6884'MAGNETIC DETECTION. THE MARK IS JUST NORTH OF THE CONCRETE DRIVE
 AA6884'ENTRANCE TO THE ALPHA XI SORORITY HOUSE NO. 571. THE NORTHWEST CORNER
 AA6884'OF THE SORORITY HOUSE IS 68.2 FT SOUTHEAST OF THE MARK. A FIRE HYDRANT
 AA6884'OPPOSITE THE SORORITY HOUSE IS 121.4 FT SOUTHWEST OF THE STATION. THE
 AA6884'MARK IS 26.4 FT EAST OF THE PAVEMENT CENTERLINE OF LINCOLN STREET AND
 AA6884'IS 1.7 FT BEHIND THE SIDEWALK. A MANHOLE IN THE LINCOLN STREET
 AA6884'PAVEMENT IS 21.8 FT SOUTHWEST OF THE STATION. UTILITY POLE NO.59BC/OBT
 AA6884'ACROSS THE STREET IS 59.3 FT WEST OF THE STATION MARK. STATION MARK
 AA6884'FR-13-02 ABOUT 0.3 MI TO THE SOUTH AT THE NORTHEAST CORNER OF LINCOLN
 AA6884'STREET AND SCHOOL STREET MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6878 ***********************************************************************
 AA6878  DESIGNATION -  FR 13 02
 AA6878  PID         -  AA6878
 AA6878  STATE/COUNTY-  OH/PORTAGE
 AA6878  USGS QUAD   -  KENT (1994)
 AA6878
 AA6878                         *CURRENT SURVEY CONTROL
 AA6878  ___________________________________________________________________
 AA6878* NAD 83(1995)-  41 08 35.82734(N)    081 21 04.98846(W)     ADJUSTED  
 AA6878* NAVD 88     -       337.2    (meters)    1106.     (feet)  GPS OBS   
 AA6878  ___________________________________________________________________
 AA6878  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA6878  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AA6878
 AA6878  HORZ ORDER  -  FIRST
 AA6878
 AA6878.The horizontal coordinates were established by GPS observations
 AA6878.and adjusted by the National Geodetic Survey in April 1998..
 AA6878
 AA6878.The orthometric height was determined by GPS observations and a
 AA6878.high-resolution geoid model.
 AA6878
 AA6878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6878
 AA6878.The geoid height was determined by GEOID03.
 AA6878
 AA6878;                    North         East     Units Scale Factor Converg.
 AA6878;SPC OH N     -   164,607.660   696,420.721   MT  0.99994001   +0 45 16.5
 AA6878;UTM  17      - 4,554,722.789   470,511.992   MT  0.99961070   -0 13 52.3
 AA6878
 AA6878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6878!SPC OH N     -   0.99995237  x   0.99994001  =   0.99989239
 AA6878!UTM  17      -   0.99995237  x   0.99961070  =   0.99956309
 AA6878
 AA6878:                Primary Azimuth Mark                     Grid Az
 AA6878:SPC OH N     -  FR 13 01                                 000 29 38.2
 AA6878:UTM  17      -  FR 13 01                                 001 28 47.0
 AA6878
 AA6878|---------------------------------------------------------------------|
 AA6878| PID    Reference Object                     Distance      Geod. Az  |
 AA6878|                                                           dddmmss.s |
 AA6878| AA6884 FR 13 01                            APPROX. 0.5 KM 0011454.7 |
 AA6878|---------------------------------------------------------------------|
 AA6878
 AA6878                          SUPERSEDED SURVEY CONTROL
 AA6878
 AA6878  NAD 83(1986)-  41 08 35.83479(N)    081 21 04.99083(W) AD(       ) 1
 AA6878
 AA6878.Superseded values are not recommended for survey control.
 AA6878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6878.See file dsdata.txt to determine how the superseded data were derived.
 AA6878
 AA6878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7051254723(NAD 83)
 AA6878_MARKER: DD = SURVEY DISK
 AA6878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6878_STAMPING: FR-13-02
 AA6878_MARK LOGO: OH3880
 AA6878_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6878+STABILITY: SURFACE MOTION
 AA6878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6878+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6878
 AA6878  HISTORY     - Date     Condition        Report By
 AA6878  HISTORY     - 1993     MONUMENTED       OH3880
 AA6878
 AA6878                          STATION DESCRIPTION
 AA6878
 AA6878'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6878'THE STATION MARK IS NEAR THE NORTHEAST CORNER OF THE INTERSECTION OF
 AA6878'LINCOLN STREET AND SCHOOL STREET IN THE SOUTHEAST PART OF THE CITY OF
 AA6878'KENT, OHIO. TO REACH THE STATION FROM THE JUNCTION OF SOUTH WATER
 AA6878'STREET (STATE ROUTE 43) AND HAYMAKER PARKWAY (STATE ROUTE 59) NEAR
 AA6878'KENT CITY HALL, TRAVEL SOUTH ALONG SOUTH WATER STREET ABOUT 0.6 MI TO
 AA6878'THE INTERSECTION OF SCHOOL STREET. TURN LEFT ON TO SCHOOL STREET AND
 AA6878'TRAVEL EAST ABOUT 0.3 MI TO THE INTERSECTION OF LINCOLN STREET. TURN
 AA6878'LEFT ON TO LINCOLN STREET AND THE STATION ON THE RIGHT. THE STATION
 AA6878'MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-13-02 SET IN A
 AA6878'CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6878'DETECTION. THE STATION IS ABOUT 18.8 FT EAST OF THE PAVEMENT
 AA6878'CENTERLINE OF LINCOLN STREET. A MONUMENT BOX ASSEMBLY SITUATED AT THE
 AA6878'INTERSECTION OF THE CENTERLINES OF LINCOLN STREET AND SCHOOL STREET IS
 AA6878'39.2 FT SOUTHWEST OF THE STATION MARK. A FIRE HYDRANT ON THE NORTH
 AA6878'SIDE OF SCHOOL STREET JUST EAST OF THE INTERSECTION IS 22.7 FT
 AA6878'SOUTHEAST OF THE STATION. STATION MARK FR-13-01 ABOUT 0.3 MI TO THE
 AA6878'NORTH ON THE EAST SIDE OF LINCOLN STREET MAY BE USED FOR AN AZIMUTH
 AA6878'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6883 ***********************************************************************
 AA6883  DESIGNATION -  FR 14 01
 AA6883  PID         -  AA6883
 AA6883  STATE/COUNTY-  OH/PORTAGE
 AA6883  USGS QUAD   -  KENT (1994)
 AA6883
 AA6883                         *CURRENT SURVEY CONTROL
 AA6883  ___________________________________________________________________
 AA6883* NAD 83(1995)-  41 08 38.42049(N)    081 20 30.08029(W)     ADJUSTED  
 AA6883* NAVD 88     -       343.4    (meters)    1127.     (feet)  GPS OBS   
 AA6883  ___________________________________________________________________
 AA6883  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AA6883  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AA6883
 AA6883  HORZ ORDER  -  FIRST
 AA6883
 AA6883.The horizontal coordinates were established by GPS observations
 AA6883.and adjusted by the National Geodetic Survey in April 1998..
 AA6883
 AA6883.The orthometric height was determined by GPS observations and a
 AA6883.high-resolution geoid model.
 AA6883
 AA6883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6883
 AA6883.The geoid height was determined by GEOID03.
 AA6883
 AA6883;                    North         East     Units Scale Factor Converg.
 AA6883;SPC OH N     -   164,698.410   697,233.604   MT  0.99994002   +0 45 39.4
 AA6883;UTM  17      - 4,554,799.515   471,326.047   MT  0.99961012   -0 13 29.3
 AA6883
 AA6883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6883!SPC OH N     -   0.99995139  x   0.99994002  =   0.99989141
 AA6883!UTM  17      -   0.99995139  x   0.99961012  =   0.99956153
 AA6883
 AA6883:                Primary Azimuth Mark                     Grid Az
 AA6883:SPC OH N     -  FR 04 01                                 123 42 36.0
 AA6883:UTM  17      -  FR 04 01                                 124 41 44.7
 AA6883
 AA6883|---------------------------------------------------------------------|
 AA6883| PID    Reference Object                     Distance      Geod. Az  |
 AA6883|                                                           dddmmss.s |
 AA6883| AA6882 FR 04 01                            409.467 METERS 1242815.4 |
 AA6883| AA6881 FR 05 01                            APPROX. 0.6 KM 1755634.1 |
 AA6883|---------------------------------------------------------------------|
 AA6883
 AA6883                          SUPERSEDED SURVEY CONTROL
 AA6883
 AA6883  NAD 83(1986)-  41 08 38.42802(N)    081 20 30.08259(W) AD(       ) 1
 AA6883
 AA6883.Superseded values are not recommended for survey control.
 AA6883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6883.See file dsdata.txt to determine how the superseded data were derived.
 AA6883
 AA6883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7132654800(NAD 83)
 AA6883_MARKER: DD = SURVEY DISK
 AA6883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6883_STAMPING: FR-14-01
 AA6883_MARK LOGO: OH3880
 AA6883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6883+STABILITY: SURFACE MOTION
 AA6883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6883+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6883
 AA6883  HISTORY     - Date     Condition        Report By
 AA6883  HISTORY     - 1993     MONUMENTED       OH3880
 AA6883
 AA6883                          STATION DESCRIPTION
 AA6883
 AA6883'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6883'THE STATION MARK IS ON THE SOUTH SIDE OF SUMMIT STREET ABOUT 0.1 MI
 AA6883'EAST OF THE INTERSECTION OF CAMPUS CENTER DRIVE IN THE SOUTHEAST PART
 AA6883'OF THE CITY OF KENT, OHIO. TO REACH THE STATION FROM THE JUNCTION OF
 AA6883'SOUTH WATER STREET (STATE ROUTE 43) AND HAYMAKER PARKWAY (STATE ROUTE
 AA6883'59) NEAR KENT CITY HALL, TRAVEL SOUTH ALONG SOUTH WATER STREET ABOUT
 AA6883'0.1 MI TO THE INTERSECTION OF SUMMIT STREET. TURN LEFT ON TO SUMMIT
 AA6883'AND TRAVEL EAST ABOUT 0.3 MI TO THE INTERSECTION OF LINCOLN STREET.
 AA6883'BEAR RIGHT AND CONTINUE SOUTHEAST ALONG SUMMIT ABOUT 0.6 MI AND THE
 AA6883'STATION ON THE RIGHT. THE STATION MARK IS A STANDARD CITY OF KENT
 AA6883'BRONZE DISK STAMPED FR-14-01 SET IN A CONCRETE MASS FLUSH WITH THE
 AA6883'SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. THE STATION IS OPPOSITE
 AA6883'THE PRESBYTERIAN BRICK CHURCH BUILDING NO.1056 ON THE SOUTH SIDE OF
 AA6883'THE STREET. THE STATION MARK IS ABOUT 22.8 FT SOUTH OF THE PAVEMENT
 AA6883'CENTERLINE OF SUMMIT STREET. A FIRE HYDRANT ON THE SOUTH SIDE OF
 AA6883'SUMMIT STREET IS 50.8 FT SOUTHEAST OF THE STATION MARK. A UTILITY
 AA6883'MANHOLE IS OPPOSITE THE MARK AND IS 14.3 FT TO THE SOUTH. STATION MARK
 AA6883'FR-04-01 ABOUT 0.3 MI TO THE SOUTHEAST ON THE SOUTH SIDE OF SUMMIT
 AA6883'STREET MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6890 ***********************************************************************
 AA6890  DESIGNATION -  FR 17 01
 AA6890  PID         -  AA6890
 AA6890  STATE/COUNTY-  OH/PORTAGE
 AA6890  USGS QUAD   -  KENT (1994)
 AA6890
 AA6890                         *CURRENT SURVEY CONTROL
 AA6890  ___________________________________________________________________
 AA6890* NAD 83(1995)-  41 08 35.04886(N)    081 19 10.20291(W)     ADJUSTED  
 AA6890* NAVD 88     -       320.8    (meters)    1052.     (feet)  GPS OBS   
 AA6890  ___________________________________________________________________
 AA6890  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AA6890  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AA6890
 AA6890  HORZ ORDER  -  FIRST
 AA6890
 AA6890.The horizontal coordinates were established by GPS observations
 AA6890.and adjusted by the National Geodetic Survey in April 1998..
 AA6890
 AA6890.The orthometric height was determined by GPS observations and a
 AA6890.high-resolution geoid model.
 AA6890
 AA6890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6890
 AA6890.The geoid height was determined by GEOID03.
 AA6890
 AA6890;                    North         East     Units Scale Factor Converg.
 AA6890;SPC OH N     -   164,619.388   699,097.469   MT  0.99994000   +0 46 31.9
 AA6890;UTM  17      - 4,554,688.476   473,187.661   MT  0.99960885   -0 12 36.8
 AA6890
 AA6890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6890!SPC OH N     -   0.99995493  x   0.99994000  =   0.99989494
 AA6890!UTM  17      -   0.99995493  x   0.99960885  =   0.99956380
 AA6890
 AA6890:                Primary Azimuth Mark                     Grid Az
 AA6890:SPC OH N     -  FR 03 01                                 182 21 54.4
 AA6890:UTM  17      -  FR 03 01                                 183 21 03.1
 AA6890
 AA6890|---------------------------------------------------------------------|
 AA6890| PID    Reference Object                     Distance      Geod. Az  |
 AA6890|                                                           dddmmss.s |
 AA6890| AA6892 FR 03 01                            APPROX. 0.5 KM 1830826.3 |
 AA6890|---------------------------------------------------------------------|
 AA6890
 AA6890                          SUPERSEDED SURVEY CONTROL
 AA6890
 AA6890  NAD 83(1986)-  41 08 35.05648(N)    081 19 10.20497(W) AD(       ) 1
 AA6890
 AA6890.Superseded values are not recommended for survey control.
 AA6890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6890.See file dsdata.txt to determine how the superseded data were derived.
 AA6890
 AA6890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7318854688(NAD 83)
 AA6890_MARKER: DD = SURVEY DISK
 AA6890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6890_STAMPING: FR-17-01
 AA6890_MARK LOGO: OH3880
 AA6890_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6890+STABILITY: SURFACE MOTION
 AA6890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6890+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6890
 AA6890  HISTORY     - Date     Condition        Report By
 AA6890  HISTORY     - 1993     MONUMENTED       OH3880
 AA6890
 AA6890                          STATION DESCRIPTION
 AA6890
 AA6890'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6890'THE STATION MARK IS LOCATED ON THE WEST SIDE OF HODGEMAN LANE ABOUT
 AA6890'0.3 MI NORTH OF THE JUNCTION WITH SUMMIT ROAD IN THE SOUTHEAST PART OF
 AA6890'THE CITY OF KENT, OHIO. TO REACH THE STATION FROM THE JUNCTION OF
 AA6890'STATE ROUTE 59 AND STATE ROUTE 261, TRAVEL SOUTH ALONG STATE ROUTE 261
 AA6890'ABOUT 1.2 MI TO THE INTERSECTION OF SUMMIT ROAD. TURN LEFT ON TO
 AA6890'SUMMIT ROAD AND TRAVEL EAST ONLY A SHORT DISTANCE (LESS THAN 0.1 MI)
 AA6890'TO THE JUNCTION OF HODGEMAN LANE ON THE LEFT. TURN LEFT ON TO HODGEMAN
 AA6890'LANE AND TRAVEL NORTH ABOUT 0.3 MI AND THE STATION ON THE LEFT. THE
 AA6890'STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-17-01
 AA6890'SET IN A CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6890'DETECTION. THE STATION MARK IS ABOUT 14.3 FT WEST OF THE PAVEMENT
 AA6890'CENTERLINE OF HODGEMAN LANE AND IS ABOUT 17.0 FT EAST OF THE CHAIN
 AA6890'LINK FENCE ALONG THE STATE ROUTE 261 LIMITED ACCESS RIGHT-OF-WAY.
 AA6890'UTILITY GUY POLE NO. 59BA/3A ON THE EAST SIDE OF HODGEMAN LANE IS
 AA6890'ABOUT 77.5 FT SOUTHEAST OF THE MARK. ANOTHER UTILITY POLE (NO NUMBER)
 AA6890'ON THE WEST SIDE OF HODGEMAN LANE IS ABOUT 71.0 FT SOUTH OF THE
 AA6890'STATION MARK. THE STATION IS ABOUT 107 FT SOUTH OF THE CENTERLINE OF A
 AA6890'GRAVEL DRIVE WAY TO HOUSE NO. 5626 ON THE EAST SIDE OF HODGEMAN LANE.
 AA6890'THE SOUTHEAST CORNER OF A CITY OF KENT CONCRETE VALVE PIT STRUCTURE IS
 AA6890'ABOUT 88.1 FT NORTHWEST OF THE STATION MARK. STATION MARK FR-03-01
 AA6890'ABOUT 0.3 MI TO THE SOUTH NEAR THE NORTHEAST CORNER OF THE JUNCTION OF
 AA6890'HODGEMAN LANE AND SUMMIT ROAD MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6889 ***********************************************************************
 AA6889  DESIGNATION -  FR 21 01
 AA6889  PID         -  AA6889
 AA6889  STATE/COUNTY-  OH/PORTAGE
 AA6889  USGS QUAD   -  KENT (1994)
 AA6889
 AA6889                         *CURRENT SURVEY CONTROL
 AA6889  ___________________________________________________________________
 AA6889* NAD 83(1995)-  41 09 25.09037(N)    081 19 22.32802(W)     ADJUSTED  
 AA6889* NAVD 88     -       320.3    (meters)    1051.     (feet)  GPS OBS   
 AA6889  ___________________________________________________________________
 AA6889  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AA6889  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 AA6889
 AA6889  HORZ ORDER  -  FIRST
 AA6889
 AA6889.The horizontal coordinates were established by GPS observations
 AA6889.and adjusted by the National Geodetic Survey in April 1998..
 AA6889
 AA6889.The orthometric height was determined by GPS observations and a
 AA6889.high-resolution geoid model.
 AA6889
 AA6889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6889
 AA6889.The geoid height was determined by GEOID03.
 AA6889
 AA6889;                    North         East     Units Scale Factor Converg.
 AA6889;SPC OH N     -   166,159.070   698,793.917   MT  0.99994035   +0 46 23.9
 AA6889;UTM  17      - 4,556,232.641   472,910.735   MT  0.99960903   -0 12 45.0
 AA6889
 AA6889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6889!SPC OH N     -   0.99995502  x   0.99994035  =   0.99989537
 AA6889!UTM  17      -   0.99995502  x   0.99960903  =   0.99956407
 AA6889
 AA6889                          SUPERSEDED SURVEY CONTROL
 AA6889
 AA6889  NAD 83(1986)-  41 09 25.09822(N)    081 19 22.32982(W) AD(       ) 1
 AA6889
 AA6889.Superseded values are not recommended for survey control.
 AA6889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6889.See file dsdata.txt to determine how the superseded data were derived.
 AA6889
 AA6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7291156233(NAD 83)
 AA6889_MARKER: DD = SURVEY DISK
 AA6889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6889_STAMPING: FR-21-01
 AA6889_MARK LOGO: OH3880
 AA6889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6889+STABILITY: SURFACE MOTION
 AA6889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6889+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6889
 AA6889  HISTORY     - Date     Condition        Report By
 AA6889  HISTORY     - 1993     MONUMENTED       OH3880
 AA6889
 AA6889                          STATION DESCRIPTION
 AA6889
 AA6889'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6889'THE STATION MARK IS LOCATED IN FRANKLIN TOWNSHIP LOT 21 JUST NORTH OF
 AA6889'STATE ROUTE 59 ON THE WEST SIDE OF THE CITY OF KENT'S ACCESS ROAD TO
 AA6889'THEIR WATER WELL FIELD LOCATED EAST OF THE CITY OF KENT, OHIO. TO
 AA6889'REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 59 AND STATE ROUTE
 AA6889'261, TRAVEL WEST A SHORT DISTANCE OF ABOUT 0.1 MI ALONG STATE ROUTE 59
 AA6889'TO THE JUNCTION OF THE ACCESS ROAD. TURN RIGHT AND TRAVEL NORTH ALONG
 AA6889'THE ACCESS ROAD ABOUT 0.1 MI TO THE FENCE AND GATE ASSEMBLY AROUND THE
 AA6889'CITY OF KENT'S RECHARGE POND AND THE STATION ON THE LEFT. THE ACCESS
 AA6889'ROAD IS JUST WEST OF THE KENT LIGHTING CENTER AT NO.1951. THE STATION
 AA6889'MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-21-01 SET IN A
 AA6889'CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6889'DETECTION. THE STATION MARK IS ABOUT 31.9 FT WEST OF THE PAVEMENT
 AA6889'CENTERLINE OF THE ACCESS ROAD AND IS OPPOSITE AND ABOUT 6.8 FT SOUTH
 AA6889'OF A CORNER FENCE POST ASSEMBLY. THE STATION IS ABOUT 19.3 FT WEST OF
 AA6889'THE WEST BACK OF CURB. THERE IS CURRENTLY NO DIRECT AZIMUTH MARK FOR
 AA6889'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6886 ***********************************************************************
 AA6886  DESIGNATION -  FR 23 01
 AA6886  PID         -  AA6886
 AA6886  STATE/COUNTY-  OH/PORTAGE
 AA6886  USGS QUAD   -  KENT (1994)
 AA6886
 AA6886                         *CURRENT SURVEY CONTROL
 AA6886  ___________________________________________________________________
 AA6886* NAD 83(1995)-  41 09 14.06968(N)    081 20 27.61147(W)     ADJUSTED  
 AA6886* NAVD 88     -       353.5    (meters)    1160.     (feet)  GPS OBS   
 AA6886  ___________________________________________________________________
 AA6886  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AA6886  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AA6886
 AA6886  HORZ ORDER  -  FIRST
 AA6886
 AA6886.The horizontal coordinates were established by GPS observations
 AA6886.and adjusted by the National Geodetic Survey in April 1998..
 AA6886
 AA6886.The orthometric height was determined by GPS observations and a
 AA6886.high-resolution geoid model.
 AA6886
 AA6886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6886
 AA6886.The geoid height was determined by GEOID03.
 AA6886
 AA6886;                    North         East     Units Scale Factor Converg.
 AA6886;SPC OH N     -   165,798.758   697,276.555   MT  0.99994027   +0 45 41.1
 AA6886;UTM  17      - 4,555,898.598   471,387.902   MT  0.99961008   -0 13 27.9
 AA6886
 AA6886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6886!SPC OH N     -   0.99994981  x   0.99994027  =   0.99989008
 AA6886!UTM  17      -   0.99994981  x   0.99961008  =   0.99955991
 AA6886
 AA6886                          SUPERSEDED SURVEY CONTROL
 AA6886
 AA6886  NAD 83(1986)-  41 09 14.07726(N)    081 20 27.61370(W) AD(       ) 1
 AA6886
 AA6886.Superseded values are not recommended for survey control.
 AA6886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6886.See file dsdata.txt to determine how the superseded data were derived.
 AA6886
 AA6886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7138855899(NAD 83)
 AA6886_MARKER: DD = SURVEY DISK
 AA6886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6886_STAMPING: FR-23-01
 AA6886_MARK LOGO: OH3880
 AA6886_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6886+STABILITY: SURFACE MOTION
 AA6886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6886+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6886
 AA6886  HISTORY     - Date     Condition        Report By
 AA6886  HISTORY     - 1993     MONUMENTED       OH3880
 AA6886
 AA6886                          STATION DESCRIPTION
 AA6886
 AA6886'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6886'THE STATION MARK IS LOCATED AT THE NORTHEAST CORNER OF THE JUNCTION OF
 AA6886'EAST MAIN STREET (STATE ROUTE 59) AND FAIRVIEW DRIVE IN THE EASTERN
 AA6886'PART OF THE CITY OF KENT, OHIO. TO REACH THE STATION FROM THE
 AA6886'INTERSECTION OF SOUTH WATER STREET (STATE ROUTE 43) AND EAST MAIN
 AA6886'STREET IN THE CENTER OF TOWN, TRAVEL EAST ALONG EAST MAIN STREET ABOUT
 AA6886'0.9 MI TO THE JUNCTION OF FAIRVIEW STREET ON THE LEFT. TURN LEFT ON TO
 AA6886'FAIRVIEW AND THE STATION ON THE RIGHT. THE STATION MARK IS A STANDARD
 AA6886'CITY OF KENT BRONZE DISK STAMPED FR-23-01 SET IN A CONCRETE MASS FLUSH
 AA6886'WITH THE SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. THE STATION IS
 AA6886'ABOUT 18.3 FT EAST OF THE PAVEMENT CENTERLINE OF FAIRVIEW STREET AND
 AA6886'ABOUT 70.3 FT NORTH OF THE PAVEMENT CENTERLINE OF EAST MAIN STREET. A
 AA6886'FIRE HYDRANT LOCATED NEAR THE NORTHEAST CORNER OF THE INTERSECTION IS
 AA6886'ABOUT 10.6 FT SOUTHWEST OF THE STATION MARK. UTILITY POLE NO.
 AA6886'58BB/3D-54 IS ABOUT 16.5 FT SOUTHEAST OF THE STATION. THERE IS
 AA6886'CURRENTLY NO DIRECT AZIMUTH MARK FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6885 ***********************************************************************
 AA6885  DESIGNATION -  FR 24 02
 AA6885  PID         -  AA6885
 AA6885  STATE/COUNTY-  OH/PORTAGE
 AA6885  USGS QUAD   -  KENT (1994)
 AA6885
 AA6885                         *CURRENT SURVEY CONTROL
 AA6885  ___________________________________________________________________
 AA6885* NAD 83(1995)-  41 09 14.06766(N)    081 20 54.62244(W)     ADJUSTED  
 AA6885* NAVD 88     -       336.2    (meters)    1103.     (feet)  GPS OBS   
 AA6885  ___________________________________________________________________
 AA6885  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA6885  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AA6885
 AA6885  HORZ ORDER  -  FIRST
 AA6885
 AA6885.The horizontal coordinates were established by GPS observations
 AA6885.and adjusted by the National Geodetic Survey in April 1998..
 AA6885
 AA6885.The orthometric height was determined by GPS observations and a
 AA6885.high-resolution geoid model.
 AA6885
 AA6885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6885
 AA6885.The geoid height was determined by GEOID03.
 AA6885
 AA6885;                    North         East     Units Scale Factor Converg.
 AA6885;SPC OH N     -   165,790.354   696,646.849   MT  0.99994027   +0 45 23.3
 AA6885;UTM  17      - 4,555,901.029   470,758.353   MT  0.99961052   -0 13 45.7
 AA6885
 AA6885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6885!SPC OH N     -   0.99995252  x   0.99994027  =   0.99989280
 AA6885!UTM  17      -   0.99995252  x   0.99961052  =   0.99956306
 AA6885
 AA6885                          SUPERSEDED SURVEY CONTROL
 AA6885
 AA6885  NAD 83(1986)-  41 09 14.07528(N)    081 20 54.62460(W) AD(       ) 1
 AA6885
 AA6885.Superseded values are not recommended for survey control.
 AA6885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6885.See file dsdata.txt to determine how the superseded data were derived.
 AA6885
 AA6885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7075855901(NAD 83)
 AA6885_MARKER: DD = SURVEY DISK
 AA6885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6885_STAMPING: FR-24-02
 AA6885_MARK LOGO: OH3880
 AA6885_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6885+STABILITY: SURFACE MOTION
 AA6885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6885+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6885
 AA6885  HISTORY     - Date     Condition        Report By
 AA6885  HISTORY     - 1993     MONUMENTED       OH3880
 AA6885
 AA6885                          STATION DESCRIPTION
 AA6885
 AA6885'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6885'THE STATION MARK IS SITUATED AT THE NORTHWEST CORNER OF THE JUNCTION
 AA6885'OF SHERMAN STREET AND EAST MAIN STREET (STATE ROUTE 59) IN THE EASTERN
 AA6885'PART OF THE CITY OF KENT, OHIO. TO REACH THE STATION FROM THE
 AA6885'INTERSECTION OF SOUTH WATER STREET (STATE ROUTE 43) AND EAST MAIN
 AA6885'STREET IN THE CENTER OF TOWN, TRAVEL EAST ALONG EAST MAIN STREET ABOUT
 AA6885'0.5 MI TO THE JUNCTION OF SHERMAN STREET ON THE LEFT. TURN LEFT ON TO
 AA6885'SHERMAN AND THE STATION ON THE LEFT. THE STATION MARK IS A STANDARD
 AA6885'CITY OF KENT BRONZE DISK STAMPED FR-24-02 SET IN A CONCRETE MASS FLUSH
 AA6885'WITH THE SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. HOUSE NO. 629
 AA6885'EAST MAIN STREET IS LOCATED AT THE NORTHWEST CORNER OF SHERMAN STREET
 AA6885'AND EAST MAIN STREET. THE STATION MARK IS ABOUT 18.8 FT WEST OF THE
 AA6885'PAVEMENT CENTERLINE OF SHERMAN STREET AND IS ABOUT 1.0 FT BEHIND THE
 AA6885'SIDEWALK. A MANHOLE IN THE SHERMAN STREET PAVEMENT IS ABOUT 34.7 FT
 AA6885'NORTHEAST OF THE MARK. A MANHOLE NEAR THE INTERSECTION OF SHERMAN
 AA6885'STREET AND EAST MAIN STREET IS ABOUT 39.0 FT SOUTHEAST OF THE STATION
 AA6885'MARK. ANOTHER MANHOLE JUST WEST OF THE INTERSECTION IS ABOUT 34.1 FT
 AA6885'SOUTH OF THE STATION MARK. THERE IS CURRENTLY NO DIRECT AZIMUTH MARK
 AA6885'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6862 ***********************************************************************
 AA6862  DESIGNATION -  FR 25 01
 AA6862  PID         -  AA6862
 AA6862  STATE/COUNTY-  OH/PORTAGE
 AA6862  USGS QUAD   -  KENT (1994)
 AA6862
 AA6862                         *CURRENT SURVEY CONTROL
 AA6862  ___________________________________________________________________
 AA6862* NAD 83(1995)-  41 09 03.75934(N)    081 21 56.32709(W)     ADJUSTED  
 AA6862* NAVD 88     -       321.9    (meters)    1056.     (feet)  GPS OBS   
 AA6862  ___________________________________________________________________
 AA6862  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA6862  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AA6862
 AA6862  HORZ ORDER  -  FIRST
 AA6862
 AA6862.The horizontal coordinates were established by GPS observations
 AA6862.and adjusted by the National Geodetic Survey in April 1998..
 AA6862
 AA6862.The orthometric height was determined by GPS observations and a
 AA6862.high-resolution geoid model.
 AA6862
 AA6862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6862
 AA6862.The geoid height was determined by GEOID03.
 AA6862
 AA6862;                    North         East     Units Scale Factor Converg.
 AA6862;SPC OH N     -   165,453.545   695,212.462   MT  0.99994019   +0 44 42.8
 AA6862;UTM  17      - 4,555,589.051   469,318.857   MT  0.99961158   -0 14 26.2
 AA6862
 AA6862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6862!SPC OH N     -   0.99995478  x   0.99994019  =   0.99989497
 AA6862!UTM  17      -   0.99995478  x   0.99961158  =   0.99956637
 AA6862
 AA6862                          SUPERSEDED SURVEY CONTROL
 AA6862
 AA6862  NAD 83(1986)-  41 09 03.76690(N)    081 21 56.32940(W) AD(       ) 1
 AA6862
 AA6862.Superseded values are not recommended for survey control.
 AA6862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6862.See file dsdata.txt to determine how the superseded data were derived.
 AA6862
 AA6862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6931955589(NAD 83)
 AA6862_MARKER: DD = SURVEY DISK
 AA6862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6862_STAMPING: FR-25-01
 AA6862_MARK LOGO: OH3880
 AA6862_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6862+STABILITY: SURFACE MOTION
 AA6862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6862+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6862
 AA6862  HISTORY     - Date     Condition        Report By
 AA6862  HISTORY     - 1993     MONUMENTED       OH3880
 AA6862
 AA6862                          STATION DESCRIPTION
 AA6862
 AA6862'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6862'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF HAYMAKER PARKWAY
 AA6862'(STATE ROUTE 59) AND PEARL STREET. TO REACH THE STATION FROM THE
 AA6862'JUNCTION OF SOUTH WATER STREET (STATE ROUTE 43) AND HAYMAKER PARKWAY
 AA6862'(STATE ROUTE 59) NEAR KENT CITY HALL, TRAVEL WEST ON HAYMAKER PARKWAY
 AA6862'ABOUT 0.4 MI TO THE INTERSECTION OF PEARL STREET. TURN LEFT ON TO
 AA6862'PEARL STREET AND TRAVEL SOUTH ABOUT 200 FT TO THE INTERSECTION OF STOW
 AA6862'STREET AND THE STATION ON THE LEFT. THE STATION MARK IS A STANDARD
 AA6862'CITY OF KENT BRONZE DISK STAMPED FR-25-01 SET IN A CONCRETE MASS FLUSH
 AA6862'WITH THE SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. THE STATION IS
 AA6862'32.1 FT WEST OF A FIRE HYDRANT ON THE NORTH SIDE OF STOW STREET. A
 AA6862'MONUMENT BOX ASSEMBLY AT THE INTERSECTION OF STOW STREET AND PLUM
 AA6862'STREET IS ABOUT 53.8 FT SOUTHWEST OF THE STATION. THE STATION IS 5.4
 AA6862'FT SOUTH OF AND OPPOSITE THE START OF THE LIMITED ACCESS FENCE FOR
 AA6862'HAYMAKER PARKWAY. THE STATION IS ABOUT 32.0 FT NORTH OF THE CENTERLINE
 AA6862'OF STOW STREET PAVEMENT AND ABOUT 28.8 FT EAST OF THE CENTERLINE OF
 AA6862'THE PEARL STREET PAVEMENT. THERE IS CURRENTLY NO DIRECT AZIMUTH MARK
 AA6862'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6866 ***********************************************************************
 AA6866  DESIGNATION -  FR 27 01
 AA6866  PID         -  AA6866
 AA6866  STATE/COUNTY-  OH/PORTAGE
 AA6866  USGS QUAD   -  HUDSON (1984)
 AA6866
 AA6866                         *CURRENT SURVEY CONTROL
 AA6866  ___________________________________________________________________
 AA6866* NAD 83(1995)-  41 09 10.43973(N)    081 23 29.55525(W)     ADJUSTED  
 AA6866* NAVD 88     -       322.6    (meters)    1058.     (feet)  GPS OBS   
 AA6866  ___________________________________________________________________
 AA6866  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA6866  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AA6866
 AA6866  HORZ ORDER  -  FIRST
 AA6866
 AA6866.The horizontal coordinates were established by GPS observations
 AA6866.and adjusted by the National Geodetic Survey in April 1998..
 AA6866
 AA6866.The orthometric height was determined by GPS observations and a
 AA6866.high-resolution geoid model.
 AA6866
 AA6866.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6866
 AA6866.The geoid height was determined by GEOID03.
 AA6866
 AA6866;                    North         East     Units Scale Factor Converg.
 AA6866;SPC OH N     -   165,631.651   693,036.310   MT  0.99994024   +0 43 41.5
 AA6866;UTM  17      - 4,555,804.502   467,146.804   MT  0.99961328   -0 15 27.6
 AA6866
 AA6866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6866!SPC OH N     -   0.99995465  x   0.99994024  =   0.99989490
 AA6866!UTM  17      -   0.99995465  x   0.99961328  =   0.99956795
 AA6866
 AA6866|---------------------------------------------------------------------|
 AA6866| PID    Reference Object                     Distance      Geod. Az  |
 AA6866|                                                           dddmmss.s |
 AA6866| AA6865 FR 27 02                            373.529 METERS 10701     |
 AA6866|---------------------------------------------------------------------|
 AA6866
 AA6866                          SUPERSEDED SURVEY CONTROL
 AA6866
 AA6866  NAD 83(1986)-  41 09 10.44733(N)    081 23 29.55751(W) AD(       ) 1
 AA6866
 AA6866.Superseded values are not recommended for survey control.
 AA6866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6866.See file dsdata.txt to determine how the superseded data were derived.
 AA6866
 AA6866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6714755805(NAD 83)
 AA6866_MARKER: DD = SURVEY DISK
 AA6866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6866_STAMPING: FR-27-01
 AA6866_MARK LOGO: OH3880
 AA6866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6866+STABILITY: SURFACE MOTION
 AA6866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6866+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6866
 AA6866  HISTORY     - Date     Condition        Report By
 AA6866  HISTORY     - 1993     MONUMENTED       OH3880
 AA6866
 AA6866                          STATION DESCRIPTION
 AA6866
 AA6866'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6866'THE STATION MARK IS NEAR THE SOUTHWEST CORNER OF WEST MAIN STREET
 AA6866'(STATE ROUTE 59) AND LOUISE STREET ON THE WEST SIDE OF KENT, OHIO. TO
 AA6866'REACH THE STATION FROM THE JUNCTION OF SOUTH WATER STREET (STATE ROUTE
 AA6866'43) AND HAYMAKER PARKWAY (STATE ROUTE 59) NEAR KENT CITY HALL, TRAVEL
 AA6866'WEST ON HAYMAKER PARKWAY ABOUT 1.7 MI TO THE INTERSECTION OF LOUISE
 AA6866'STREET ON THE LEFT. NOTE, HAYMAKER PARKWAY NAME CHANGES TO WEST MAIN
 AA6866'STREET NEAR JUNCTION OF LONGMERE AVENUE. TURN LEFT AND TRAVEL SOUTH ON
 AA6866'LOUISE STREET ABOUT 50 FT AND THE STATION ON THE RIGHT. THE STATION
 AA6866'MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-27-01 SET IN A
 AA6866'CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6866'DETECTION. THE STATION MARK IS ABOUT 33.1 FT SOUTH OF THE CENTERLINE
 AA6866'OF THE PAVEMENT OF WEST MAIN STREET AND ABOUT 17.5 FT WEST OF THE
 AA6866'CENTERLINE OF THE PAVEMENT OF LOUISE STREET. UTILITY POLE NO. 17-10 IS
 AA6866'NORTHWEST OF THE STATION ABOUT 7.4 FT. AN IRON ROD WITH SURVEYOR'S ID
 AA6866'CAP AT THE INTERSECTION OF THE ROAD RIGHT-OF-WAYS IS 4.2 FT NORTHWEST
 AA6866'OF THE STATION MARK. A SEWER MAN HOLE IN THE LOUISE STREET PAVEMENT IS
 AA6866'33.2 FT SOUTHEAST OF THE STATION. STATION MARK FR-27-02 ABOUT 0.2 MI
 AA6866'TO THE EAST NEAR THE NORTHWEST CORNER OF WEST MAIN STREET AND
 AA6866'SPAULDING DRIVE MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6865 ***********************************************************************
 AA6865  DESIGNATION -  FR 27 02
 AA6865  PID         -  AA6865
 AA6865  STATE/COUNTY-  OH/PORTAGE
 AA6865  USGS QUAD   -  HUDSON (1984)
 AA6865
 AA6865                         *CURRENT SURVEY CONTROL
 AA6865  ___________________________________________________________________
 AA6865* NAD 83(1995)-  41 09 06.89736(N)    081 23 14.23651(W)     ADJUSTED  
 AA6865* NAVD 88     -       316.0    (meters)    1037.     (feet)  GPS OBS   
 AA6865  ___________________________________________________________________
 AA6865  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AA6865  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AA6865
 AA6865  HORZ ORDER  -  FIRST
 AA6865
 AA6865.The horizontal coordinates were established by GPS observations
 AA6865.and adjusted by the National Geodetic Survey in April 1998..
 AA6865
 AA6865.The orthometric height was determined by GPS observations and a
 AA6865.high-resolution geoid model.
 AA6865
 AA6865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6865
 AA6865.The geoid height was determined by GEOID03.
 AA6865
 AA6865;                    North         East     Units Scale Factor Converg.
 AA6865;SPC OH N     -   165,526.935   693,394.837   MT  0.99994022   +0 43 51.6
 AA6865;UTM  17      - 4,555,693.669   467,503.360   MT  0.99961300   -0 15 17.5
 AA6865
 AA6865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6865!SPC OH N     -   0.99995569  x   0.99994022  =   0.99989591
 AA6865!UTM  17      -   0.99995569  x   0.99961300  =   0.99956871
 AA6865
 AA6865:                Primary Azimuth Mark                     Grid Az
 AA6865:SPC OH N     -  FR 27 03                                 092 38 14.2
 AA6865:UTM  17      -  FR 27 03                                 093 37 23.3
 AA6865
 AA6865|---------------------------------------------------------------------|
 AA6865| PID    Reference Object                     Distance      Geod. Az  |
 AA6865|                                                           dddmmss.s |
 AA6865| AA6864 FR 27 03                            486.797 METERS 0932205.8 |
 AA6865| AA6863 FR 27 04                            APPROX. 0.8 KM 0955718.6 |
 AA6865| AA6866 FR 27 01                            373.529 METERS 28701     |
 AA6865|---------------------------------------------------------------------|
 AA6865
 AA6865                          SUPERSEDED SURVEY CONTROL
 AA6865
 AA6865  NAD 83(1986)-  41 09 06.90506(N)    081 23 14.23865(W) AD(       ) 1
 AA6865
 AA6865.Superseded values are not recommended for survey control.
 AA6865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6865.See file dsdata.txt to determine how the superseded data were derived.
 AA6865
 AA6865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6750355694(NAD 83)
 AA6865_MARKER: DD = SURVEY DISK
 AA6865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6865_STAMPING: FR-27-01
 AA6865_MARK LOGO: OH3880
 AA6865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6865+STABILITY: SURFACE MOTION
 AA6865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6865+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6865
 AA6865  HISTORY     - Date     Condition        Report By
 AA6865  HISTORY     - 1993     MONUMENTED       OH3880
 AA6865
 AA6865                          STATION DESCRIPTION
 AA6865
 AA6865'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6865'THE STATION IS NEAR THE NORTHWEST CORNER OF WEST MAIN STREET (STATE
 AA6865'ROUTE 59) AND SPAULDING DRIVE. TO REACH THE STATION FROM THE JUNCTION
 AA6865'OF SOUTH WATER STREET (STATE ROUTE 43) AND HAYMAKER PARKWAY (STATE
 AA6865'ROUTE 59) NEAR KENT CITY HALL, TRAVEL WEST ON HAYMAKER PARKWAY ABOUT
 AA6865'1.5 MI TO THE INTERSECTION OF SPAULDING DRIVE ON THE RIGHT. NOTE,
 AA6865'HAYMAKER PARKWAY NAME CHANGES TO WEST MAIN STREET NEAR JUNCTION OF
 AA6865'LONGMERE AVENUE. TURN RIGHT AND TRAVEL NORTH ON SPAULDING DRIVE ABOUT
 AA6865'23 FT AND THE STATION ON THE LEFT. THE STATION MARK IS A STANDARD CITY
 AA6865'OF KENT BRONZE DISK STAMPED FR-27-02 SET IN A CONCRETE MASS FLUSH WITH
 AA6865'THE SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. THE STATION IS 26.8 FT
 AA6865'NORTHWEST OF A MONUMENT BOX ASSEMBLY IN THE CENTERLINE OF WEST MAIN
 AA6865'STREET AT THE PC OF A CURVE. THE STATION MARK IS 23.4 FT NORTH OF THE
 AA6865'CENTERLINE OF THE PAVEMENT OF WEST MAIN STREET AND 55.0 FT WEST OF THE
 AA6865'CENTERLINE OF THE PAVEMENT OF SPAULDNG DRIVE. A LIGHT POLE IS EAST OF
 AA6865'THE STATION MARK ABOUT 20.2 FT. STATION MARK FR-27-01 AT THE SOUTHWEST
 AA6865'CORNER OF WEST MAIN STREET AND LOUISE STREET IS ABOUT 0.2 MI TO THE
 AA6865'WEST AND MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6864 ***********************************************************************
 AA6864  DESIGNATION -  FR 27 03
 AA6864  PID         -  AA6864
 AA6864  STATE/COUNTY-  OH/PORTAGE
 AA6864  USGS QUAD   -  HUDSON (1984)
 AA6864
 AA6864                         *CURRENT SURVEY CONTROL
 AA6864  ___________________________________________________________________
 AA6864* NAD 83(1995)-  41 09 05.96971(N)    081 22 53.39544(W)     ADJUSTED  
 AA6864* NAVD 88     -       321.9    (meters)    1056.     (feet)  GPS OBS   
 AA6864  ___________________________________________________________________
 AA6864  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AA6864  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AA6864
 AA6864  HORZ ORDER  -  FIRST
 AA6864
 AA6864.The horizontal coordinates were established by GPS observations
 AA6864.and adjusted by the National Geodetic Survey in April 1998..
 AA6864
 AA6864.The orthometric height was determined by GPS observations and a
 AA6864.high-resolution geoid model.
 AA6864
 AA6864.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6864
 AA6864.The geoid height was determined by GEOID03.
 AA6864
 AA6864;                    North         East     Units Scale Factor Converg.
 AA6864;SPC OH N     -   165,504.538   693,881.090   MT  0.99994021   +0 44 05.3
 AA6864;UTM  17      - 4,555,662.919   467,988.996   MT  0.99961261   -0 15 03.8
 AA6864
 AA6864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6864!SPC OH N     -   0.99995476  x   0.99994021  =   0.99989497
 AA6864!UTM  17      -   0.99995476  x   0.99961261  =   0.99956739
 AA6864
 AA6864|---------------------------------------------------------------------|
 AA6864| PID    Reference Object                     Distance      Geod. Az  |
 AA6864|                                                           dddmmss.s |
 AA6864| AA6863 FR 27 04                            332.128 METERS 09945     |
 AA6864| AA6865 FR 27 02                            486.797 METERS 2732219.5 |
 AA6864|---------------------------------------------------------------------|
 AA6864
 AA6864                          SUPERSEDED SURVEY CONTROL
 AA6864
 AA6864  NAD 83(1986)-  41 09 05.97745(N)    081 22 53.39761(W) AD(       ) 1
 AA6864
 AA6864.Superseded values are not recommended for survey control.
 AA6864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6864.See file dsdata.txt to determine how the superseded data were derived.
 AA6864
 AA6864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6798955663(NAD 83)
 AA6864_MARKER: DD = SURVEY DISK
 AA6864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6864_STAMPING: FR-27-03
 AA6864_MARK LOGO: OH3880
 AA6864_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6864+STABILITY: SURFACE MOTION
 AA6864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6864+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6864
 AA6864  HISTORY     - Date     Condition        Report By
 AA6864  HISTORY     - 1993     MONUMENTED       OH3880
 AA6864
 AA6864                          STATION DESCRIPTION
 AA6864
 AA6864'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6864'THE STATION MARK IS NEAR THE NORTHWEST CORNER OF WEST MAIN STREET
 AA6864'(STATE ROUTE 59) AND ADMORE DRIVE. TO REACH THE STATION FROM THE
 AA6864'JUNCTION OF SOUTH WATER STREET (STATE ROUTE 43) AND HAYMAKER PARKWAY
 AA6864'(STATE ROUTE 59) NEAR KENT CITY HALL, TRAVEL WEST ON HAYMAKER PARKWAY
 AA6864'ABOUT 1.2 MI TO THE INTERSECTION OF ADMORE DRIVE ON THE RIGHT. NOTE,
 AA6864'HAYMAKER PARKWAY NAME CHANGES TO WEST MAIN STREET NEAR JUNCTION OF
 AA6864'LONGMERE AVENUE. TURN RIGHT AND TRAVEL NORTH ON ADMORE DRIVE ABOUT 50
 AA6864'FT AND THE STATION ON THE LEFT. THE STATION MARK IS A STANDARD CITY OF
 AA6864'KENT BRONZE DISK STAMPED FR-27-03 SET IN A CONCRETE MASS FLUSH WITH
 AA6864'THE SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. THE STATION IS ABOUT
 AA6864'46.0 FT NORTH OF THE CENTERLINE OF THE PAVEMENT OF WEST MAIN STREET
 AA6864'AND ABOUT 21.0 FT WEST OF THE CENTERLINE OF THE PAVEMENT OF ADMORE
 AA6864'DRIVE. THE STATION IS ABOUT 56.1 FT NORTHWEST OF A FIRE HYDRANT AT THE
 AA6864'NORTHEAST CORNER OF WEST MAIN STREET AND ADMORE DRIVE. UTILITY POLE
 AA6864'NO. 25-AMP-T IS SOUTHEAST OF THE STATION ABOUT 12.5 FT. STATION MARK
 AA6864'FR-27-04 ABOUT 0.2 MI TO THE EAST AT THE SOUTHWEST CORNER OF WEST MAIN
 AA6864'STREET AND LONGMERE DRIVE MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6863 ***********************************************************************
 AA6863  DESIGNATION -  FR 27 04
 AA6863  PID         -  AA6863
 AA6863  STATE/COUNTY-  OH/PORTAGE
 AA6863  USGS QUAD   -  HUDSON (1984)
 AA6863
 AA6863                         *CURRENT SURVEY CONTROL
 AA6863  ___________________________________________________________________
 AA6863* NAD 83(1995)-  41 09 04.14584(N)    081 22 39.35747(W)     ADJUSTED  
 AA6863* NAVD 88     -       322.9    (meters)    1059.     (feet)  GPS OBS   
 AA6863  ___________________________________________________________________
 AA6863  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AA6863  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AA6863
 AA6863  HORZ ORDER  -  FIRST
 AA6863
 AA6863.The horizontal coordinates were established by GPS observations
 AA6863.and adjusted by the National Geodetic Survey in April 1998..
 AA6863
 AA6863.The orthometric height was determined by GPS observations and a
 AA6863.high-resolution geoid model.
 AA6863
 AA6863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6863
 AA6863.The geoid height was determined by GEOID03.
 AA6863
 AA6863;                    North         East     Units Scale Factor Converg.
 AA6863;SPC OH N     -   165,452.486   694,209.094   MT  0.99994020   +0 44 14.5
 AA6863;UTM  17      - 4,555,605.250   468,315.949   MT  0.99961235   -0 14 54.5
 AA6863
 AA6863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6863!SPC OH N     -   0.99995462  x   0.99994020  =   0.99989482
 AA6863!UTM  17      -   0.99995462  x   0.99961235  =   0.99956698
 AA6863
 AA6863|---------------------------------------------------------------------|
 AA6863| PID    Reference Object                     Distance      Geod. Az  |
 AA6863|                                                           dddmmss.s |
 AA6863| AA6864 FR 27 03                            332.128 METERS 27945     |
 AA6863|---------------------------------------------------------------------|
 AA6863
 AA6863                          SUPERSEDED SURVEY CONTROL
 AA6863
 AA6863  NAD 83(1986)-  41 09 04.15349(N)    081 22 39.35972(W) AD(       ) 1
 AA6863
 AA6863.Superseded values are not recommended for survey control.
 AA6863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6863.See file dsdata.txt to determine how the superseded data were derived.
 AA6863
 AA6863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6831655605(NAD 83)
 AA6863_MARKER: DD = SURVEY DISK
 AA6863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6863_STAMPING: FR-27-04
 AA6863_MARK LOGO: OH3880
 AA6863_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6863+STABILITY: SURFACE MOTION
 AA6863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6863+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6863
 AA6863  HISTORY     - Date     Condition        Report By
 AA6863  HISTORY     - 1993     MONUMENTED       OH3880
 AA6863
 AA6863                          STATION DESCRIPTION
 AA6863
 AA6863'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6863'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF HAYMAKER PARKWAY
 AA6863'(STATE ROUTE 59) AND LONGMERE AVENUE. TO REACH THE STATION FROM THE
 AA6863'JUNCTION OF SOUTH WATER STREET (STATE ROUTE 43) AND HAYMAKER PARKWAY
 AA6863'(STATE ROUTE 59) NEAR KENT CITY HALL, TRAVEL WEST ON HAYMAKER PARKWAY
 AA6863'ABOUT 1.0 MI TO THE INTERSECTION OF LONGMERE AVENUE. TURN LEFT ON TO
 AA6863'LONGMERE AVENUE AND TRAVEL SOUTH ABOUT 100 FT TO AND THE STATION ON
 AA6863'THE RIGHT. THE STATION IS 63.7 FT SOUTHWEST OF A MONUMENT BOX ASSEMBLY
 AA6863'FOUND IN THE CENTERLINE OF HAYMAKER PARKWAY AT ITS INTERSECTION WITH
 AA6863'THE EASTERLY LINE OF ORIGINAL FRANKLIN TOWNSHIP LOT 27. A FIRE HYDRANT
 AA6863'AT THE SOUTHEAST CORNER OF HAYMAKER PARKWAY AND LONGMERE AVENUE IS
 AA6863'85.5 FT FROM THE STATION. THE STATION IS 44.8 FT SOUTHWEST OF A
 AA6863'MANHOLE AND IS 2.0 FT BEHIND THE SIDEWALK. STATION MARK FR-27-03 ABOUT
 AA6863'0.20 MI TO THE WEST NEAR THE NORTHWEST CORNER OF WEST MAIN STREET
 AA6863'(STATE ROUTE 59) AND ADMORE DRIVE MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6867 ***********************************************************************
 AA6867  DESIGNATION -  FR 28 01
 AA6867  PID         -  AA6867
 AA6867  STATE/COUNTY-  OH/PORTAGE
 AA6867  USGS QUAD   -  HUDSON (1984)
 AA6867
 AA6867                         *CURRENT SURVEY CONTROL
 AA6867  ___________________________________________________________________
 AA6867* NAD 83(1995)-  41 09 33.95955(N)    081 23 03.29157(W)     ADJUSTED  
 AA6867* NAVD 88     -       314.4    (meters)    1031.     (feet)  GPS OBS   
 AA6867  ___________________________________________________________________
 AA6867  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AA6867  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 AA6867
 AA6867  HORZ ORDER  -  FIRST
 AA6867
 AA6867.The horizontal coordinates were established by GPS observations
 AA6867.and adjusted by the National Geodetic Survey in April 1998..
 AA6867
 AA6867.The orthometric height was determined by GPS observations and a
 AA6867.high-resolution geoid model.
 AA6867
 AA6867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6867
 AA6867.The geoid height was determined by GEOID03.
 AA6867
 AA6867;                    North         East     Units Scale Factor Converg.
 AA6867;SPC OH N     -   166,364.923   693,639.327   MT  0.99994042   +0 43 58.8
 AA6867;UTM  17      - 4,556,527.053   467,762.146   MT  0.99961279   -0 15 10.4
 AA6867
 AA6867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6867!SPC OH N     -   0.99995594  x   0.99994042  =   0.99989636
 AA6867!UTM  17      -   0.99995594  x   0.99961279  =   0.99956875
 AA6867
 AA6867                          SUPERSEDED SURVEY CONTROL
 AA6867
 AA6867  NAD 83(1986)-  41 09 33.96737(N)    081 23 03.29363(W) AD(       ) 1
 AA6867
 AA6867.Superseded values are not recommended for survey control.
 AA6867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6867.See file dsdata.txt to determine how the superseded data were derived.
 AA6867
 AA6867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6776256527(NAD 83)
 AA6867_MARKER: DD = SURVEY DISK
 AA6867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6867_STAMPING: FR-28-01
 AA6867_MARK LOGO: OH3880
 AA6867_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6867+STABILITY: SURFACE MOTION
 AA6867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6867+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6867
 AA6867  HISTORY     - Date     Condition        Report By
 AA6867  HISTORY     - 1993     MONUMENTED       OH3880
 AA6867
 AA6867                          STATION DESCRIPTION
 AA6867
 AA6867'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6867'THE STATION MARK IS LOCATED ON THE GROUNDS OF AL LEASE PARK, A PUBLIC
 AA6867'RECREATIONAL AREA, ON THE NORTHWEST SIDE OF KENT, OHIO. TO REACH THE
 AA6867'STATION FROM THE JUNCTION OF SOUTH WATER STREET (STATE ROUTE 43) AND
 AA6867'HAYMAKER PARKWAY (STATE ROUTE 59) NEAR KENT CITY HALL, TRAVEL WEST ON
 AA6867'HAYMAKER PARKWAY ABOUT 1.5 MI TO THE INTERSECTION OF SPAULDING DRIVE
 AA6867'ON THE RIGHT. NOTE, HAYMAKER PARKWAY NAME CHANGES TO WEST MAIN STREET
 AA6867'NEAR JUNCTION OF LONGMERE AVENUE. TURN RIGHT AND TRAVEL NORTH ON
 AA6867'SPAULDING DRIVE ABOUT 0.2 MI TO JUNCTION OF SILVER MEADOWS BOULEVARD
 AA6867'JUST NORTH OF THE BRIDGE OVER FISHCREEK. TURN LEFT AND TRAVEL NORTH ON
 AA6867'SILVER MEADOWS BOULEVARD ABOUT 0.3 MI TO JUNCTION OF DENISE DRIVE.
 AA6867'TURN RIGHT ON DENISE AND TRAVEL EAST AND NORTH ALONG ROAD INTO AL
 AA6867'LEASE PARK. FOLLOW ROAD INTO PARK PROPER TO END OF CUL-DE-SAC AND THE
 AA6867'STATION ON THE RIGHT OR NORTHERLY SIDE OF THE CUL-DE-SAC. THE STATION
 AA6867'MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-28-01 SET IN A
 AA6867'CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6867'DETECTION. THE STATION MARK IS ABOUT 51 FT NORTH OF THE LANDSCAPED
 AA6867'AREA IN THE CENTER OF THE CUL-DE-SAC. THE NORTHWEST CORNER POST OF THE
 AA6867'PICNIC SHELTER IS ABOUT 121.4 FT SOUTHEAST OF THE STATION MARK. CORNER
 AA6867'FENCE POSTS FOR THE BASEBALL INFIELD FENCES BEAR ABOUT 132.7 FT TO THE
 AA6867'NORTHEAST AND ABOUT 128.4 FT TO THE NORTHWEST FROM THE STATION. THERE
 AA6867'IS CURRENTLY NO DIRECT AZIMUTH FOR THIS STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6869 ***********************************************************************
 AA6869  DESIGNATION -  FR 29 01
 AA6869  PID         -  AA6869
 AA6869  STATE/COUNTY-  OH/PORTAGE
 AA6869  USGS QUAD   -  KENT (1994)
 AA6869
 AA6869                         *CURRENT SURVEY CONTROL
 AA6869  ___________________________________________________________________
 AA6869* NAD 83(1995)-  41 09 27.95764(N)    081 22 10.99721(W)     ADJUSTED  
 AA6869* NAVD 88     -       319.7    (meters)    1049.     (feet)  GPS OBS   
 AA6869  ___________________________________________________________________
 AA6869  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AA6869  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 AA6869
 AA6869  HORZ ORDER  -  FIRST
 AA6869
 AA6869.The horizontal coordinates were established by GPS observations
 AA6869.and adjusted by the National Geodetic Survey in April 1998..
 AA6869
 AA6869.The orthometric height was determined by GPS observations and a
 AA6869.high-resolution geoid model.
 AA6869
 AA6869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6869
 AA6869.The geoid height was determined by GEOID03.
 AA6869
 AA6869;                    North         East     Units Scale Factor Converg.
 AA6869;SPC OH N     -   166,195.493   694,860.768   MT  0.99994037   +0 44 33.1
 AA6869;UTM  17      - 4,556,336.695   468,980.092   MT  0.99961184   -0 14 36.0
 AA6869
 AA6869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6869!SPC OH N     -   0.99995511  x   0.99994037  =   0.99989548
 AA6869!UTM  17      -   0.99995511  x   0.99961184  =   0.99956697
 AA6869
 AA6869:                Primary Azimuth Mark                     Grid Az
 AA6869:SPC OH N     -  FR 29 02                                 340 18 30.5
 AA6869:UTM  17      -  FR 29 02                                 341 17 39.6
 AA6869
 AA6869|---------------------------------------------------------------------|
 AA6869| PID    Reference Object                     Distance      Geod. Az  |
 AA6869|                                                           dddmmss.s |
 AA6869| AA6870 FR 29 02                            APPROX. 0.6 KM 3410303.6 |
 AA6869|---------------------------------------------------------------------|
 AA6869
 AA6869                          SUPERSEDED SURVEY CONTROL
 AA6869
 AA6869  NAD 83(1986)-  41 09 27.96544(N)    081 22 10.99930(W) AD(       ) 1
 AA6869
 AA6869.Superseded values are not recommended for survey control.
 AA6869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6869.See file dsdata.txt to determine how the superseded data were derived.
 AA6869
 AA6869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6898056337(NAD 83)
 AA6869_MARKER: DD = SURVEY DISK
 AA6869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6869_STAMPING: FR-29-01
 AA6869_MARK LOGO: OH3880
 AA6869_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6869+STABILITY: SURFACE MOTION
 AA6869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6869+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6869
 AA6869  HISTORY     - Date     Condition        Report By
 AA6869  HISTORY     - 1993     MONUMENTED       OH3880
 AA6869
 AA6869                          STATION DESCRIPTION
 AA6869
 AA6869'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6869'THE STATION MARK IS ON THE EAST SIDE OF MAJORS LANE ON THE GROUNDS OF
 AA6869'THE DAVEY JR. MIDDLE SCHOOL ATHLETIC FIELD SITUATED IN THE NORTHWEST
 AA6869'SECTION OF THE CITY OF KENT, OHIO. TO REACH THE STATION FROM THE
 AA6869'JUNCTION OF SOUTH WATER STREET (STATE ROUTE 43) AND HAYMAKER PARKWAY
 AA6869'(STATE ROUTE 59) NEAR KENT CITY HALL, TRAVEL WEST ON HAYMAKER PARKWAY
 AA6869'ABOUT 1.0 MI TO THE INTERSECTION OF WEST MAIN STREET. TURN RIGHT ON TO
 AA6869'WEST MAIN STREET AND TRAVEL NORTHEAST 0.3 MI TO THE JUNCTION OF BRYCE
 AA6869'ROAD ON THE LEFT. TURN LEFT ON TO BRYCE ROAD AND TRAVEL NORTH ABOUT
 AA6869'250 FT TO THE JUNCTION OF MAJORS LANE. (BRYCE ROAD CONTINUES ON A
 AA6869'SHARP CURVE TO THE RIGHT) CONTINUE NORTH DOWN THE HILL ALONG MAJORS
 AA6869'LANE THEN NORTHEASTERLY ABOUT 0.3 MI TO THE STATION ON THE RIGHT JUST
 AA6869'NORTH OF THE HIGH TENSION ELECTRIC LINES CROSSING MAJORS LANE AT RIGHT
 AA6869'ANGLES. THE STATION MAY BE ACCESSED BY A GRAVEL DRIVE INTERSECTING
 AA6869'MAJORS LANE ON THE RIGHT THRU AN OPENING IN A CHAIN LINK FENCE AROUND
 AA6869'THE ATHLETIC FIELD. THE STATION MARK IS A STANDARD CITY OF KENT BRONZE
 AA6869'DISK STAMPED FR-29-01 SET IN A CONCRETE MASS FLUSH WITH THE SURFACE
 AA6869'WITH RE-BAR FOR MAGNETIC DETECTION. THE STATION MARK IS ABOUT 3.0 FT
 AA6869'SOUTH OF THE SOUTH EDGE OF THE GRAVEL MAINTENANCE DRIVE AND ABOUT 10.5
 AA6869'FT SOUTHEAST OF THE CORNER FENCE POST IN THE CHAIN LINK FENCE
 AA6869'IMMEDIATELY SOUTH OF THE DRIVE. THE CORNER POST WHERE THE FENCE TURNS
 AA6869'AND GOES EAST JUST NORTH OF THE SOUTH LINE OF ORIGINAL FRANKLIN
 AA6869'TOWNSHIP LOT 29 IS ABOUT 86.0 FT SOUTHWEST OF THE STATION MARK. THERE
 AA6869'IS CURRENTLY NO DIRECT AZIMUTH FOR THIS STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6870 ***********************************************************************
 AA6870  DESIGNATION -  FR 29 02
 AA6870  PID         -  AA6870
 AA6870  STATE/COUNTY-  OH/PORTAGE
 AA6870  USGS QUAD   -  KENT (1994)
 AA6870
 AA6870                         *CURRENT SURVEY CONTROL
 AA6870  ___________________________________________________________________
 AA6870* NAD 83(1995)-  41 09 46.31862(N)    081 22 19.33888(W)     ADJUSTED  
 AA6870* NAVD 88     -       314.4    (meters)    1031.     (feet)  GPS OBS   
 AA6870  ___________________________________________________________________
 AA6870  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AA6870  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AA6870
 AA6870  HORZ ORDER  -  FIRST
 AA6870
 AA6870.The horizontal coordinates were established by GPS observations
 AA6870.and adjusted by the National Geodetic Survey in April 1998..
 AA6870
 AA6870.The orthometric height was determined by GPS observations and a
 AA6870.high-resolution geoid model.
 AA6870
 AA6870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6870
 AA6870.The geoid height was determined by GEOID03.
 AA6870
 AA6870;                    North         East     Units Scale Factor Converg.
 AA6870;SPC OH N     -   166,759.316   694,658.984   MT  0.99994052   +0 44 27.7
 AA6870;UTM  17      - 4,556,903.719   468,788.102   MT  0.99961199   -0 14 41.6
 AA6870
 AA6870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6870!SPC OH N     -   0.99995595  x   0.99994052  =   0.99989648
 AA6870!UTM  17      -   0.99995595  x   0.99961199  =   0.99956796
 AA6870
 AA6870:                Primary Azimuth Mark                     Grid Az
 AA6870:SPC OH N     -  FR 29 01                                 160 18 30.4
 AA6870:UTM  17      -  FR 29 01                                 161 17 39.7
 AA6870
 AA6870|---------------------------------------------------------------------|
 AA6870| PID    Reference Object                     Distance      Geod. Az  |
 AA6870|                                                           dddmmss.s |
 AA6870| AA6869 FR 29 01                            APPROX. 0.6 KM 1610258.1 |
 AA6870|---------------------------------------------------------------------|
 AA6870
 AA6870                          SUPERSEDED SURVEY CONTROL
 AA6870
 AA6870  NAD 83(1986)-  41 09 46.32656(N)    081 22 19.34081(W) AD(       ) 1
 AA6870
 AA6870.Superseded values are not recommended for survey control.
 AA6870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6870.See file dsdata.txt to determine how the superseded data were derived.
 AA6870
 AA6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6878856904(NAD 83)
 AA6870_MARKER: DD = SURVEY DISK
 AA6870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6870_STAMPING: FR-29-02
 AA6870_MARK LOGO: OH3880
 AA6870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6870+STABILITY: SURFACE MOTION
 AA6870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6870+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6870
 AA6870  HISTORY     - Date     Condition        Report By
 AA6870  HISTORY     - 1993     MONUMENTED       OH3880
 AA6870
 AA6870                          STATION DESCRIPTION
 AA6870
 AA6870'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6870'THE STATION MARK IS LOCATED IN THE NORTHWEST SECTION OF THE CITY OF
 AA6870'KENT, OHIO, NEAR THE NORTHWEST CORNER OF THE JUNCTION OF FAIRCHILD
 AA6870'AVENUE AND ERIN DRIVE. TO REACH THE STATION FROM THE JUNCTION OF SOUTH
 AA6870'WATER STREET (STATE ROUTE 43) AND HAYMAKER PARKWAY (STATE ROUTE 59)
 AA6870'NEAR KENT CITY HALL, TRAVEL WEST ON HAYMAKER PARKWAY ABOUT 1.0 MI TO
 AA6870'THE INTERSECTION OF WEST MAIN STREET. TURN RIGHT ON TO WEST MAIN
 AA6870'STREET AND TRAVEL NORTHEAST 0.3 MI TO THE JUNCTION OF BRYCE ROAD ON
 AA6870'THE LEFT. TURN LEFT ON TO BRYCE ROAD AND TRAVEL NORTH ABOUT 250 FT TO
 AA6870'THE JUNCTION OF MAJORS LANE. (BRYCE ROAD CONTINUES ON A SHARP CURVE TO
 AA6870'THE RIGHT) CONTINUE NORTH DOWN THE HILL ALONG MAJORS LANE THEN
 AA6870'NORTHEASTERLY ABOUT 0.5 MI TO THE JUNCTION OF FAIRCHILD AVENUE. TURN
 AA6870'LEFT ON TO FAIRCHILD AVENUE AND TRAVEL NORTHWEST ABOUT 0.3 MI TO THE
 AA6870'JUNCTION OF ERIN DRIVE. TURN RIGHT ON TO ERIN DRIVE AND TRAVEL NORTH
 AA6870'ONLY ABOUT 100 FT AND THE STATION ON THE LEFT. THE STATION MARK IS A
 AA6870'STANDARD CITY OF KENT BRONZE DISK STAMPED FR-29-02 SET IN A CONCRETE
 AA6870'MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. THE
 AA6870'STATION IS ABOUT 20.6 WEST OF THE CENTERLINE OF THE ERIN DRIVE
 AA6870'PAVEMENT AND IS ABOUT 7.7 FT BEHIND THE CONCRETE CURB. A FIRE HYDRANT
 AA6870'IS ABOUT 14.3 FT NORTH OF THE STATION AND A WATER VALVE IN THE TREE
 AA6870'LAWN IS ABOUT 15.3 FT SOUTH OF THE STATION MARK. THERE IS CURRENTLY NO
 AA6870'DIRECT AZIMUTH FOR THIS STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6871 ***********************************************************************
 AA6871  DESIGNATION -  FR 30 01
 AA6871  PID         -  AA6871
 AA6871  STATE/COUNTY-  OH/PORTAGE
 AA6871  USGS QUAD   -  KENT (1994)
 AA6871
 AA6871                         *CURRENT SURVEY CONTROL
 AA6871  ___________________________________________________________________
 AA6871* NAD 83(1995)-  41 09 28.15645(N)    081 21 36.96308(W)     ADJUSTED  
 AA6871* NAVD 88     -       321.3    (meters)    1054.     (feet)  GPS OBS   
 AA6871  ___________________________________________________________________
 AA6871  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AA6871  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 AA6871
 AA6871  HORZ ORDER  -  FIRST
 AA6871
 AA6871.The horizontal coordinates were established by GPS observations
 AA6871.and adjusted by the National Geodetic Survey in April 1998..
 AA6871
 AA6871.The orthometric height was determined by GPS observations and a
 AA6871.high-resolution geoid model.
 AA6871
 AA6871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6871
 AA6871.The geoid height was determined by GEOID03.
 AA6871
 AA6871;                    North         East     Units Scale Factor Converg.
 AA6871;SPC OH N     -   166,211.951   695,654.081   MT  0.99994037   +0 44 55.5
 AA6871;UTM  17      - 4,556,339.500   469,773.310   MT  0.99961124   -0 14 13.6
 AA6871
 AA6871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6871!SPC OH N     -   0.99995486  x   0.99994037  =   0.99989524
 AA6871!UTM  17      -   0.99995486  x   0.99961124  =   0.99956612
 AA6871
 AA6871:                Primary Azimuth Mark                     Grid Az
 AA6871:SPC OH N     -  FR 31 01                                 021 48 28.0
 AA6871:UTM  17      -  FR 31 01                                 022 47 37.1
 AA6871
 AA6871|---------------------------------------------------------------------|
 AA6871| PID    Reference Object                     Distance      Geod. Az  |
 AA6871|                                                           dddmmss.s |
 AA6871| AA6876 FR 31 01                            APPROX. 0.5 KM 0223323.5 |
 AA6871|---------------------------------------------------------------------|
 AA6871
 AA6871                          SUPERSEDED SURVEY CONTROL
 AA6871
 AA6871  NAD 83(1986)-  41 09 28.16434(N)    081 21 36.96516(W) AD(       ) 1
 AA6871
 AA6871.Superseded values are not recommended for survey control.
 AA6871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6871.See file dsdata.txt to determine how the superseded data were derived.
 AA6871
 AA6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6977356340(NAD 83)
 AA6871_MARKER: DD = SURVEY DISK
 AA6871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6871_STAMPING: FR-30-01
 AA6871_MARK LOGO: OH3880
 AA6871_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6871+STABILITY: SURFACE MOTION
 AA6871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6871+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6871
 AA6871  HISTORY     - Date     Condition        Report By
 AA6871  HISTORY     - 1993     MONUMENTED       OH3880
 AA6871
 AA6871                          STATION DESCRIPTION
 AA6871
 AA6871'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6871'THE STATION MARK IS SITUATED INSIDE A TRAFFIC ISLAND NEAR THE JUNCTION
 AA6871'OF NORTH MANTUA STREET AND GOUGLER AVENUE AND ROCKWELL STREET IN
 AA6871'NORTHWEST KENT, OHIO. TO REACH THE STATION FROM THE INTERSECTION OF
 AA6871'MAIN STREET (STATE ROUTE 59) AND WATER STREET (STATE ROUTE 43) IN THE
 AA6871'CENTER OF TOWN, TRAVEL WEST ACROSS THE CUYAHOGA RIVER ALONG MAIN
 AA6871'STREET ABOUT 600 FT TO THE JUNCTION OF GOUGLER AVENUE ON THE RIGHT.
 AA6871'TURN RIGHT ON TO GOUGLER AVENUE AND TRAVEL NORTH ABOUT 0.3 MILE TO THE
 AA6871'INTERSECTION OF ROCKWELL AVENUE ON THE LEFT. TURN LEFT ON ROCKWELL
 AA6871'AVENUE AND THE STATION ON THE RIGHT. THE STATION MARK IS WITHIN THE
 AA6871'CONFINES OF A TRIANGULAR SHAPED TRAFFIC ISLAND FORMED BY THE CURB
 AA6871'LINES OF ROCKWELL STREET, GOUGLER AVENUE AND NORTH MANTUA STREET. THE
 AA6871'STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-30-01
 AA6871'SET IN A CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6871'DETECTION. THE STATION IS VERY NEAR THE SOUTHWEST CORNER OF THE
 AA6871'TRAFFIC ISLAND. IT IS ABOUT 15.3 FT NORTH OF THE CENTERLINE OF THE
 AA6871'ROCKWELL STREET PAVEMENT AND IS ABOUT 28.2 FT NORTHEAST OF A MONUMENT
 AA6871'BOX ASSEMBLY SITUATED AT THE INTERSECTION OF THE CENTERLINES OF
 AA6871'ROCKWELL STREET AND NORTH MANTUA STREET. THE STATION IS OPPOSITE AND
 AA6871'ABOUT 44.5 FT EASTERLY OF A FIRE HYDRANT AT THE NORTHWEST CORNER OF
 AA6871'ROCKWELL STREET AND NORTH MANTUA STREET. UTILITY POLE NO. 108044
 AA6871'INSIDE THE TRAFFIC ISLAND IS ABOUT 16.3 FT NORTH OF THE STATION MARK.
 AA6871'ANOTHER UTILITY POLE INSIDE THE ISLAND (NO NUMBER) IS ABOUT 6.6 FT
 AA6871'EAST OF THE STATION MARK. STATION MARK FR-31-01 ON THE EAST SIDE OF
 AA6871'NORTH MANTUA STREET (STATE ROUTE 43), ABOUT 0.3 MI TO THE NORTHEAST
 AA6871'OPPOSITE CARTHAGE STREET ON THE WEST MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6876 ***********************************************************************
 AA6876  DESIGNATION -  FR 31 01
 AA6876  PID         -  AA6876
 AA6876  STATE/COUNTY-  OH/PORTAGE
 AA6876  USGS QUAD   -  KENT (1994)
 AA6876
 AA6876                         *CURRENT SURVEY CONTROL
 AA6876  ___________________________________________________________________
 AA6876* NAD 83(1995)-  41 09 43.86530(N)    081 21 28.32897(W)     ADJUSTED  
 AA6876* NAVD 88     -       320.0    (meters)    1050.     (feet)  GPS OBS   
 AA6876  ___________________________________________________________________
 AA6876  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AA6876  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AA6876
 AA6876  HORZ ORDER  -  FIRST
 AA6876
 AA6876.The horizontal coordinates were established by GPS observations
 AA6876.and adjusted by the National Geodetic Survey in April 1998..
 AA6876
 AA6876.The orthometric height was determined by GPS observations and a
 AA6876.high-resolution geoid model.
 AA6876
 AA6876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6876
 AA6876.The geoid height was determined by GEOID03.
 AA6876
 AA6876;                    North         East     Units Scale Factor Converg.
 AA6876;SPC OH N     -   166,699.119   695,849.011   MT  0.99994050   +0 45 01.2
 AA6876;UTM  17      - 4,556,823.083   469,976.526   MT  0.99961109   -0 14 08.0
 AA6876
 AA6876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6876!SPC OH N     -   0.99995506  x   0.99994050  =   0.99989557
 AA6876!UTM  17      -   0.99995506  x   0.99961109  =   0.99956617
 AA6876
 AA6876:                Primary Azimuth Mark                     Grid Az
 AA6876:SPC OH N     -  FR 30 01                                 201 48 27.9
 AA6876:UTM  17      -  FR 30 01                                 202 47 37.1
 AA6876
 AA6876|---------------------------------------------------------------------|
 AA6876| PID    Reference Object                     Distance      Geod. Az  |
 AA6876|                                                           dddmmss.s |
 AA6876| AA6871 FR 30 01                            APPROX. 0.5 KM 2023329.1 |
 AA6876|---------------------------------------------------------------------|
 AA6876
 AA6876                          SUPERSEDED SURVEY CONTROL
 AA6876
 AA6876  NAD 83(1986)-  41 09 43.87330(N)    081 21 28.33082(W) AD(       ) 1
 AA6876
 AA6876.Superseded values are not recommended for survey control.
 AA6876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6876.See file dsdata.txt to determine how the superseded data were derived.
 AA6876
 AA6876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6997756823(NAD 83)
 AA6876_MARKER: DD = SURVEY DISK
 AA6876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6876_STAMPING: FR-31-01
 AA6876_MARK LOGO: OH3880
 AA6876_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6876+STABILITY: SURFACE MOTION
 AA6876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6876+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6876
 AA6876  HISTORY     - Date     Condition        Report By
 AA6876  HISTORY     - 1993     MONUMENTED       OH3880
 AA6876
 AA6876                          STATION DESCRIPTION
 AA6876
 AA6876'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6876'THE STATION MARK IS ON THE EAST SIDE OF NORTH MANTUA STREET (STATE
 AA6876'ROUTE 43) OPPOSITE THE JUNCTION OF CARTHAGE STREET IN THE NORTHWEST
 AA6876'PART OF THE CITY OF KENT, OHIO. TO REACH THE STATION FROM THE
 AA6876'INTERSECTION OF MAIN STREET (STATE ROUTE 59) AND WATER STREET (STATE
 AA6876'ROUTE 43) IN THE CENTER OF TOWN, TRAVEL WEST ACROSS THE CUYAHOGA RIVER
 AA6876'ALONG MAIN STREET ABOUT 600 FT TO THE JUNCTION OF GOUGLER AVENUE ON
 AA6876'THE RIGHT. TURN RIGHT ON TO GOUGLER AVENUE AND TRAVEL NORTH ABOUT 0.3
 AA6876'MI TO WHERE GOUGLER AVENUE MERGES WITH NORTH MANTUA STREET (STATE
 AA6876'ROUTE 43). CONTINUE NORTHERLY ALONG NORTH MANTUA STREET ABOUT 0.3 MI
 AA6876'TO THE JUNCTION OF CARTHAGE STREET ON THE LEFT AND THE STATION MARK ON
 AA6876'THE RIGHT. THE STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK
 AA6876'STAMPED FR-31-01 SET IN A CONCRETE MASS FLUSH WITH THE SURFACE WITH
 AA6876'RE-BAR FOR MAGNETIC DETECTION. THE STATION IS ABOUT 25.0 FT EAST OF
 AA6876'THE CENTERLINE OF THE NORTH MANTUA STREET PAVEMENT. A UTILITY POLE NO.
 AA6876'K2013 ON THE EAST SIDE OF NORTH MANTUA STREET IS ABOUT 30.5 FT SOUTH
 AA6876'OF THE STATION MARK. THE NORTHWEST CORNER OF THE PORCH AT HOUSE NO.
 AA6876'941 IS ABOUT 32.7 FT EAST OF THE STATION AND THE SOUTHEAST CORNER OF
 AA6876'THE SAME PORCH IS ABOUT 39.9 FT SOUTHEAST OF THE STATION. A WATER
 AA6876'VALVE IS 5.2 FT SOUTH OF THE STATION AND A GAS VALVE IS 6.1 FT NORTH
 AA6876'OF THE STATION. THE STATION MARK IS APPROXIMATELY ON THE CENTERLINE OF
 AA6876'CARTHAGE STREET EXTENDED SOUTHEAST ACROSS NORTH MANTUA STREET AND IS
 AA6876'IN THE TREE LAWN BETWEEN THE BACK OF THE CURB AND THE FACE OF THE
 AA6876'SIDEWALK. STATION MARK FR-30-01 ABOUT 0.3 MI TO THE SOUTH WEST IN THE
 AA6876'NORTH MANTUA STREET-GOUGLER AVENUE TRAFFIC ISLAND OR FR-42-01 ABOUT
 AA6876'0.4 MI TO THE NORTHEAST ON THE WEST SIDE OF NORTH MANTUA STREET AT THE
 AA6876'SOUTH ACCESS ROAD TO KENT ROOSEVELT HIGH SCHOOL MAY BE USED FOR
 AA6876'AZIMUTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6887 ***********************************************************************
 AA6887  DESIGNATION -  FR 32 01
 AA6887  PID         -  AA6887
 AA6887  STATE/COUNTY-  OH/PORTAGE
 AA6887  USGS QUAD   -  KENT (1994)
 AA6887
 AA6887                         *CURRENT SURVEY CONTROL
 AA6887  ___________________________________________________________________
 AA6887* NAD 83(1995)-  41 09 31.60726(N)    081 20 43.26964(W)     ADJUSTED  
 AA6887* NAVD 88     -       334.5    (meters)    1097.     (feet)  GPS OBS   
 AA6887  ___________________________________________________________________
 AA6887  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA6887  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 AA6887
 AA6887  HORZ ORDER  -  FIRST
 AA6887
 AA6887.The horizontal coordinates were established by GPS observations
 AA6887.and adjusted by the National Geodetic Survey in April 1998..
 AA6887
 AA6887.The orthometric height was determined by GPS observations and a
 AA6887.high-resolution geoid model.
 AA6887
 AA6887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6887
 AA6887.The geoid height was determined by GEOID03.
 AA6887
 AA6887;                    North         East     Units Scale Factor Converg.
 AA6887;SPC OH N     -   166,334.855   696,904.354   MT  0.99994040   +0 45 30.8
 AA6887;UTM  17      - 4,556,440.841   471,025.100   MT  0.99961033   -0 13 38.3
 AA6887
 AA6887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6887!SPC OH N     -   0.99995279  x   0.99994040  =   0.99989320
 AA6887!UTM  17      -   0.99995279  x   0.99961033  =   0.99956314
 AA6887
 AA6887|---------------------------------------------------------------------|
 AA6887| PID    Reference Object                     Distance      Geod. Az  |
 AA6887|                                                           dddmmss.s |
 AA6887| AA6888 FR 32 02                            347.766 METERS 33927     |
 AA6887|---------------------------------------------------------------------|
 AA6887
 AA6887                          SUPERSEDED SURVEY CONTROL
 AA6887
 AA6887  NAD 83(1986)-  41 09 31.61488(N)    081 20 43.27181(W) AD(       ) 1
 AA6887
 AA6887.Superseded values are not recommended for survey control.
 AA6887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6887.See file dsdata.txt to determine how the superseded data were derived.
 AA6887
 AA6887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7102556441(NAD 83)
 AA6887_MARKER: DD = SURVEY DISK
 AA6887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6887_STAMPING: FR-32-01
 AA6887_MARK LOGO: OH3880
 AA6887_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6887+STABILITY: SURFACE MOTION
 AA6887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6887+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6887
 AA6887  HISTORY     - Date     Condition        Report By
 AA6887  HISTORY     - 1993     MONUMENTED       OH3880
 AA6887
 AA6887                          STATION DESCRIPTION
 AA6887
 AA6887'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6887'THE STATION MARK IS LOCATED ON THE GROUNDS OF THE WALLS ELEMENTARY
 AA6887'SCHOOL IN THE NORTHEAST PART OF THE CITY OF KENT, OHIO. TO REACH THE
 AA6887'STATION FROM THE INTERSECTION OF SOUTH WATER STREET (STATE ROUTE 43)
 AA6887'AND EAST MAIN STREET IN THE CENTER OF TOWN, TRAVEL EAST ALONG EAST
 AA6887'MAIN STREET ABOUT 0.6 MI TO THE JUNCTION OF WILSON STREET ON THE LEFT.
 AA6887'TURN LEFT ON TO WILSON STREET AND TRAVEL ABOUT 0.3 MI TO THE
 AA6887'INTERSECTION OF DORAMOR DRIVE. (NOTE, WILSON STREET NAME CHANGES TO
 AA6887'HARVEY STREET JUST SOUTH OF DORAMOR DRIVE) TURN RIGHT ON TO DORAMOR
 AA6887'AND TRAVEL EAST ABOUT 0.1 MI AND THE STATION ON THE RIGHT. THE STATION
 AA6887'MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-32-01 SET IN A
 AA6887'CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6887'DETECTION. THE STATION MARK IS LOCATED WITHIN THE BOUNDS OF A GRASSY
 AA6887'ISLAND FORMED BY A RAISED CONCRETE CURB IN THE SCHOOL ASPHALT PARKING
 AA6887'LOT. THE NORTHEAST CORNER OF THE BRICK SCHOOL BUILDING IS 118.0 FT
 AA6887'SOUTHEAST OF THE STATION AND THE NORTHWEST CORNER OF THE BUILDING IS
 AA6887'180.4 FT SOUTHWEST OF THE STATION. A PARKING LOT LIGHT POLE WITHIN THE
 AA6887'BOUNDS OF THE GRASSY ISLAND IS 19.3 FT SOUTH OF THE STATION MARK.
 AA6887'THERE IS CURRENTLY NO DIRECT AZIMUTH MARK FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6888 ***********************************************************************
 AA6888  DESIGNATION -  FR 32 02
 AA6888  PID         -  AA6888
 AA6888  STATE/COUNTY-  OH/PORTAGE
 AA6888  USGS QUAD   -  KENT (1994)
 AA6888
 AA6888                         *CURRENT SURVEY CONTROL
 AA6888  ___________________________________________________________________
 AA6888* NAD 83(1995)-  41 09 42.16316(N)    081 20 48.50516(W)     ADJUSTED  
 AA6888* NAVD 88     -       325.6    (meters)    1068.     (feet)  GPS OBS   
 AA6888  ___________________________________________________________________
 AA6888  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AA6888  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AA6888
 AA6888  HORZ ORDER  -  FIRST
 AA6888
 AA6888.The horizontal coordinates were established by GPS observations
 AA6888.and adjusted by the National Geodetic Survey in April 1998..
 AA6888
 AA6888.The orthometric height was determined by GPS observations and a
 AA6888.high-resolution geoid model.
 AA6888
 AA6888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6888
 AA6888.The geoid height was determined by GEOID03.
 AA6888
 AA6888;                    North         East     Units Scale Factor Converg.
 AA6888;SPC OH N     -   166,658.833   696,778.002   MT  0.99994048   +0 45 27.3
 AA6888;UTM  17      - 4,556,766.838   470,904.381   MT  0.99961042   -0 13 41.8
 AA6888
 AA6888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6888!SPC OH N     -   0.99995419  x   0.99994048  =   0.99989468
 AA6888!UTM  17      -   0.99995419  x   0.99961042  =   0.99956463
 AA6888
 AA6888|---------------------------------------------------------------------|
 AA6888| PID    Reference Object                     Distance      Geod. Az  |
 AA6888|                                                           dddmmss.s |
 AA6888| AA6887 FR 32 01                            347.766 METERS 15927     |
 AA6888|---------------------------------------------------------------------|
 AA6888
 AA6888                          SUPERSEDED SURVEY CONTROL
 AA6888
 AA6888  NAD 83(1986)-  41 09 42.17087(N)    081 20 48.50716(W) AD(       ) 1
 AA6888
 AA6888.Superseded values are not recommended for survey control.
 AA6888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6888.See file dsdata.txt to determine how the superseded data were derived.
 AA6888
 AA6888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7090456767(NAD 83)
 AA6888_MARKER: DD = SURVEY DISK
 AA6888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6888_STAMPING: FR-32-02
 AA6888_MARK LOGO: OH3880
 AA6888_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6888+STABILITY: SURFACE MOTION
 AA6888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6888+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6888
 AA6888  HISTORY     - Date     Condition        Report By
 AA6888  HISTORY     - 1993     MONUMENTED       OH3880
 AA6888
 AA6888                          STATION DESCRIPTION
 AA6888
 AA6888'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6888'THE STATION MARK IS LOCATED ON THE SOUTH SIDE OF LAKE STREET JUST EAST
 AA6888'OF THE JUNCTION OF HARVEY STREET IN THE NORTHEAST PART OF THE CITY OF
 AA6888'KENT, OHIO. TO REACH THE STATION FROM THE INTERSECTION OF SOUTH WATER
 AA6888'STREET (STATE ROUTE 43) AND EAST MAIN STREET IN THE CENTER OF TOWN,
 AA6888'TRAVEL EAST ALONG EAST MAIN STREET ABOUT 0.6 MI TO THE JUNCTION OF
 AA6888'WILSON STREET ON THE LEFT. TURN LEFT ON TO WILSON STREET AND TRAVEL
 AA6888'ABOUT 0.5 MI TO THE JUNCTION OF LAKE STREET. (NOTE, WILSON STREET NAME
 AA6888'CHANGES TO HARVEY STREET JUST SOUTH OF DORAMOR DRIVE) TURN RIGHT ON TO
 AA6888'LAKE STREET AND THE STATION ON THE RIGHT. THE STATION MARK IS A
 AA6888'STANDARD CITY OF KENT BRONZE DISK STAMPED FR-32-02 SET IN A CONCRETE
 AA6888'MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC DETECTION. IT IS
 AA6888'ABOUT 90.0 FT EAST OF THE PAVEMENT CENTERLINE OF HARVEY STREET. A FIRE
 AA6888'HYDRANT ON THE NORTH SIDE OF LAKE STREET IS ABOUT 96.2 FT NORTHWEST OF
 AA6888'THE STATION MARK. THE SOUTHEAST CORNER OF A BRICK WAREHOUSE BUILDING
 AA6888'ON THE NORTH SIDE OF LAKE STREET IS 89.9 FT NORTHEAST OF THE STATION
 AA6888'AND THE SOUTHWEST CORNER OF THE WAREHOUSE IS ABOUT 72.2 FT NORTH OF
 AA6888'THE STATION. THE WEST WALL LINE OF THE WAREHOUSE BUILDING IF PROJECTED
 AA6888'TO THE SOUTH IS ABOUT 2.8 FT EAST OF THE STATION MARK. THERE IS
 AA6888'CURRENTLY NO DIRECT AZIMUTH MARK FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6875 ***********************************************************************
 AA6875  DESIGNATION -  FR 42 01
 AA6875  PID         -  AA6875
 AA6875  STATE/COUNTY-  OH/PORTAGE
 AA6875  USGS QUAD   -  KENT (1994)
 AA6875
 AA6875                         *CURRENT SURVEY CONTROL
 AA6875  ___________________________________________________________________
 AA6875* NAD 83(1995)-  41 10 02.74130(N)    081 21 18.85429(W)     ADJUSTED  
 AA6875* NAVD 88     -       324.2    (meters)    1064.     (feet)  GPS OBS   
 AA6875  ___________________________________________________________________
 AA6875  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AA6875  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AA6875
 AA6875  HORZ ORDER  -  FIRST
 AA6875
 AA6875.The horizontal coordinates were established by GPS observations
 AA6875.and adjusted by the National Geodetic Survey in April 1998..
 AA6875
 AA6875.The orthometric height was determined by GPS observations and a
 AA6875.high-resolution geoid model.
 AA6875
 AA6875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6875
 AA6875.The geoid height was determined by GEOID03.
 AA6875
 AA6875;                    North         East     Units Scale Factor Converg.
 AA6875;SPC OH N     -   167,284.239   696,062.225   MT  0.99994065   +0 45 07.4
 AA6875;UTM  17      - 4,557,404.256   470,199.702   MT  0.99961093   -0 14 01.8
 AA6875
 AA6875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6875!SPC OH N     -   0.99995441  x   0.99994065  =   0.99989506
 AA6875!UTM  17      -   0.99995441  x   0.99961093  =   0.99956536
 AA6875
 AA6875                          SUPERSEDED SURVEY CONTROL
 AA6875
 AA6875  NAD 83(1986)-  41 10 02.74943(N)    081 21 18.85588(W) AD(       ) 1
 AA6875
 AA6875.Superseded values are not recommended for survey control.
 AA6875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6875.See file dsdata.txt to determine how the superseded data were derived.
 AA6875
 AA6875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7020057404(NAD 83)
 AA6875_MARKER: DD = SURVEY DISK
 AA6875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6875_STAMPING: FR-42-01
 AA6875_MARK LOGO: OH3880
 AA6875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6875+STABILITY: SURFACE MOTION
 AA6875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6875+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6875
 AA6875  HISTORY     - Date     Condition        Report By
 AA6875  HISTORY     - 1993     MONUMENTED       OH3880
 AA6875
 AA6875                          STATION DESCRIPTION
 AA6875
 AA6875'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6875'THE STATION MARK IS ON THE WESTERLY SIDE OF NORTH MANTUA STREET (STATE
 AA6875'ROUTE 43) NEAR THE ACCESS ROAD TO KENT ROOSEVELT HIGH SCHOOL ON THE
 AA6875'NORTH SIDE OF THE CITY OF KENT, OHIO. TO REACH THE STATION FROM THE
 AA6875'INTERSECTION OF MAIN STREET (STATE ROUTE 59) AND WATER STREET (STATE
 AA6875'ROUTE 43) IN THE CENTER OF TOWN, TRAVEL WEST ACROSS THE CUYAHOGA RIVER
 AA6875'ALONG MAIN STREET ABOUT 600 FT TO THE JUNCTION OF GOUGLER AVENUE ON
 AA6875'THE RIGHT. TURN RIGHT ON TO GOUGLER AVENUE AND TRAVEL NORTH ABOUT 0.3
 AA6875'MI TO WHERE GOUGLER AVENUE MERGES WITH NORTH MANTUA STREET (STATE
 AA6875'ROUTE 43). CONTINUE NORTHERLY ALONG NORTH MANTUA STREET ABOUT 0.7 MI
 AA6875'TO THE JUNCTION OF AN ACCESS ROAD TO THE WEST JUST SOUTH OF THE KENT
 AA6875'ROOSEVELT HIGH SCHOOL FACILITY. TURN LEFT ON THE ACCESS ROAD THAT GOES
 AA6875'THROUGH THE SCHOOL GROUNDS AND THE STATION ON THE RIGHT. THE STATION
 AA6875'MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-42-01 SET IN A
 AA6875'CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6875'DETECTION. THE STATION MARK IS ABOUT 46.7 FT NORTH OF THE PAVEMENT
 AA6875'CENTERLINE OF THE HIGH SCHOOL ACCESS ROAD AND ABOUT 33.0 FT WEST OF
 AA6875'THE PAVEMENT CENTERLINE OF NORTH MANTUA STREET (STATE ROUTE 43). A
 AA6875'FIRE HYDRANT ON THE WEST SIDE OF NORTH MANTUA STREET IS ABOUT 153.3 FT
 AA6875'NORTH OF THE STATION. A PEDESTRIAN CROSSWALK SIGN POST IS 5.9 FT SOUTH
 AA6875'OF THE STATION. THE STATION IS ABOUT 1 FT BEHIND THE SIDEWALK. STATION
 AA6875'MARK FR-31-01 ABOUT 0.4 MI TO THE SOUTHEAST ON THE EAST SIDE OF NORTH
 AA6875'MANTUA STREET (STATE ROUTE 43) OPPOSITE THE JUNCTION OF CARTHAGE
 AA6875'STREET MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6874 ***********************************************************************
 AA6874  DESIGNATION -  FR 43 01
 AA6874  PID         -  AA6874
 AA6874  STATE/COUNTY-  OH/PORTAGE
 AA6874  USGS QUAD   -  KENT (1994)
 AA6874
 AA6874                         *CURRENT SURVEY CONTROL
 AA6874  ___________________________________________________________________
 AA6874* NAD 83(1995)-  41 10 02.73284(N)    081 21 49.19186(W)     ADJUSTED  
 AA6874* NAVD 88     -       326.7    (meters)    1072.     (feet)  GPS OBS   
 AA6874  ___________________________________________________________________
 AA6874  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AA6874  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AA6874
 AA6874  HORZ ORDER  -  FIRST
 AA6874
 AA6874.The horizontal coordinates were established by GPS observations
 AA6874.and adjusted by the National Geodetic Survey in April 1998..
 AA6874
 AA6874.The orthometric height was determined by GPS observations and a
 AA6874.high-resolution geoid model.
 AA6874
 AA6874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6874
 AA6874.The geoid height was determined by GEOID03.
 AA6874
 AA6874;                    North         East     Units Scale Factor Converg.
 AA6874;SPC OH N     -   167,274.731   695,355.112   MT  0.99994065   +0 44 47.5
 AA6874;UTM  17      - 4,557,406.915   469,492.763   MT  0.99961145   -0 14 21.8
 AA6874
 AA6874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6874!SPC OH N     -   0.99995402  x   0.99994065  =   0.99989467
 AA6874!UTM  17      -   0.99995402  x   0.99961145  =   0.99956548
 AA6874
 AA6874|---------------------------------------------------------------------|
 AA6874| PID    Reference Object                     Distance      Geod. Az  |
 AA6874|                                                           dddmmss.s |
 AA6874| AA6872 FR 44 01                            385.484 METERS 27006     |
 AA6874|---------------------------------------------------------------------|
 AA6874
 AA6874                          SUPERSEDED SURVEY CONTROL
 AA6874
 AA6874  NAD 83(1986)-  41 10 02.74084(N)    081 21 49.19371(W) AD(       ) 1
 AA6874
 AA6874.Superseded values are not recommended for survey control.
 AA6874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6874.See file dsdata.txt to determine how the superseded data were derived.
 AA6874
 AA6874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6949357407(NAD 83)
 AA6874_MARKER: DD = SURVEY DISK
 AA6874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6874_STAMPING: FR-43-01
 AA6874_MARK LOGO: OH3880
 AA6874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6874+STABILITY: SURFACE MOTION
 AA6874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6874+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6874
 AA6874  HISTORY     - Date     Condition        Report By
 AA6874  HISTORY     - 1993     MONUMENTED       OH3880
 AA6874
 AA6874                          STATION DESCRIPTION
 AA6874
 AA6874'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6874'THE STATION MARK IS ON THE EAST SIDE OF HUDSON ROAD OPPOSITE THE
 AA6874'JUNCTION OF ALLEN DRIVE IN THE NORTHWEST PART OF THE CITY OF KENT,
 AA6874'OHIO. THE STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED
 AA6874'FR-43-01 SET IN A CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR
 AA6874'MAGNETIC DETECTION. TO REACH THE STATION FROM THE JUNCTION OF SOUTH
 AA6874'WATER STREET (STATE ROUTE 43) AND HAYMAKER PARKWAY (STATE ROUTE 59)
 AA6874'NEAR KENT CITY HALL, TRAVEL WEST ON HAYMAKER PARKWAY ABOUT 1.0 MI TO
 AA6874'THE INTERSECTION OF WEST MAIN STREET. TURN RIGHT ON TO WEST MAIN
 AA6874'STREET AND TRAVEL NORTHEAST 0.3 MI TO THE JUNCTION OF BRYCE ROAD ON
 AA6874'THE LEFT. TURN LEFT ON TO BRYCE ROAD AND TRAVEL NORTH ABOUT 250 FT TO
 AA6874'THE JUNCTION OF MAJORS LANE. (BRYCE ROAD CONTINUES ON A SHARP CURVE TO
 AA6874'THE RIGHT) CONTINUE NORTH DOWN THE HILL ALONG MAJORS LANE THEN
 AA6874'NORTHEASTERLY ABOUT 0.5 MI TO THE JUNCTION OF FAIRCHILD AVENUE. TURN
 AA6874'LEFT ON TO FAIRCHILD AVE. AND TRAVEL NORTHWEST ABOUT 0.3 MI TO THE
 AA6874'JUNCTION OF ERIN DRIVE. TURN RIGHT ON TO ERIN DRIVE AND TRAVEL NORTH
 AA6874'ABOUT 0.3 MI TO THE JUNCTION OF ALLEN DRIVE ON YOUR RIGHT. TURN RIGHT
 AA6874'ON TO ALLEN DRIVE AND TRAVEL EAST ABOUT 0.2 MI TO THE JUNCTION OF
 AA6874'VERONA DRIVE. TURN LEFT ON TO VERONA DRIVE AND TRAVEL ONLY A SHORT
 AA6874'DISTANCE (ABOUT 400 FT) TO THE JUNCTION OF MCKINNEY BOULEVARD. TURN
 AA6874'RIGHT ON TO MCKINNEY BOULEVARD AND TRAVEL EAST A DISTANCE OF ABOUT 0.2
 AA6874'MI TO THE JUNCTION HUDSON ROAD. TURN RIGHT AND TRAVEL SOUTH ON HUDSON
 AA6874'ROAD A SHORT DISTANCE (ABOUT 400 FT) AND THE STATION ON THE LEFT. THE
 AA6874'STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-43-01
 AA6874'SET IN A CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6874'DETECTION. THE STATION IS OPPOSITE THE JUNCTION OF ALLEN DRIVE ON THE
 AA6874'WEST. UTILITY POLE NO. 112591 AT THE NORTHWEST CORNER OF ALLEN DRIVE
 AA6874'AND HUDSON ROAD IS ABOUT 48.0 FT NORTHWEST OF THE STATION. ANOTHER
 AA6874'UTILITY POLE NO. 1/1 ON THE EAST SIDE OF HUDSON ROAD IS ABOUT 36.5 FT
 AA6874'SOUTH OF THE STATION. A MANHOLE NEAR THE INTERSECTION OF ALLEN DRIVE
 AA6874'AND HUDSON ROAD IS ABOUT 35.3 FT WEST OF THE STATION. THE STATION MARK
 AA6874'IS ABOUT 15.7 FT EAST OF THE EXISTING PAVEMENT CENTERLINE OF HUDSON
 AA6874'ROAD. STATION MARK FR-44-01 ABOUT 0.2 MI TO THE WEST NEAR THE JUNCTION
 AA6874'OF ALLEN DRIVE AND VERONA DRIVE MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6872 ***********************************************************************
 AA6872  DESIGNATION -  FR 44 01
 AA6872  PID         -  AA6872
 AA6872  STATE/COUNTY-  OH/PORTAGE
 AA6872  USGS QUAD   -  KENT (1994)
 AA6872
 AA6872                         *CURRENT SURVEY CONTROL
 AA6872  ___________________________________________________________________
 AA6872* NAD 83(1995)-  41 10 02.75298(N)    081 22 05.72797(W)     ADJUSTED  
 AA6872* NAVD 88     -       316.0    (meters)    1037.     (feet)  GPS OBS   
 AA6872  ___________________________________________________________________
 AA6872  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AA6872  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AA6872
 AA6872  HORZ ORDER  -  FIRST
 AA6872
 AA6872.The horizontal coordinates were established by GPS observations
 AA6872.and adjusted by the National Geodetic Survey in April 1998..
 AA6872
 AA6872.The orthometric height was determined by GPS observations and a
 AA6872.high-resolution geoid model.
 AA6872
 AA6872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6872
 AA6872.The geoid height was determined by GEOID03.
 AA6872
 AA6872;                    North         East     Units Scale Factor Converg.
 AA6872;SPC OH N     -   167,270.340   694,969.675   MT  0.99994065   +0 44 36.6
 AA6872;UTM  17      - 4,557,409.156   469,107.435   MT  0.99961175   -0 14 32.7
 AA6872
 AA6872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6872!SPC OH N     -   0.99995570  x   0.99994065  =   0.99989635
 AA6872!UTM  17      -   0.99995570  x   0.99961175  =   0.99956746
 AA6872
 AA6872|---------------------------------------------------------------------|
 AA6872| PID    Reference Object                     Distance      Geod. Az  |
 AA6872|                                                           dddmmss.s |
 AA6872| AA6874 FR 43 01                            385.484 METERS 09005     |
 AA6872|---------------------------------------------------------------------|
 AA6872
 AA6872                          SUPERSEDED SURVEY CONTROL
 AA6872
 AA6872  NAD 83(1986)-  41 10 02.76097(N)    081 22 05.72982(W) AD(       ) 1
 AA6872
 AA6872.Superseded values are not recommended for survey control.
 AA6872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6872.See file dsdata.txt to determine how the superseded data were derived.
 AA6872
 AA6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6910757409(NAD 83)
 AA6872_MARKER: DD = SURVEY DISK
 AA6872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6872_STAMPING: FR-44-01
 AA6872_MARK LOGO: OH3880
 AA6872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6872+STABILITY: SURFACE MOTION
 AA6872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6872+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6872
 AA6872  HISTORY     - Date     Condition        Report By
 AA6872  HISTORY     - 1993     MONUMENTED       OH3880
 AA6872
 AA6872                          STATION DESCRIPTION
 AA6872
 AA6872'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6872'THE STATION MARK IS LOCATED NEAR THE NORTHWEST CORNER OF THE JUNCTION
 AA6872'OF ALLEN DRIVE AND VERONA DRIVE IN NORTHWEST KENT, OHIO. TO REACH THE
 AA6872'STATION FROM THE JUNCTION OF SOUTH WATER STREET (STATE ROUTE 43) AND
 AA6872'HAYMAKER PARKWAY (STATE ROUTE 59) NEAR KENT CITY HALL, TRAVEL WEST ON
 AA6872'HAYMAKER PARKWAY ABOUT 1.0 MI TO THE INTERSECTION OF WEST MAIN STREET.
 AA6872'TURN RIGHT ON TO WEST MAIN STREET AND TRAVEL NORTHEAST 0.3 MI TO THE
 AA6872'JUNCTION OF BRYCE ROAD ON THE LEFT. TURN LEFT ON TO BRYCE ROAD AND
 AA6872'TRAVEL NORTH ABOUT 250 FT TO THE JUNCTION OF MAJORS LANE. (BRYCE ROAD
 AA6872'CONTINUES ON A SHARP CURVE TO THE RIGHT) CONTINUE NORTH DOWN THE HILL
 AA6872'ALONG MAJORS LANE THEN NORTHEASTERLY ABOUT 0.5 MI TO THE JUNCTION OF
 AA6872'FAIRCHILD AVENUE. TURN LEFT ON TO FAIRCHILD AVENUE AND TRAVEL
 AA6872'NORTHWEST ABOUT 0.3 MI TO THE JUNCTION OF ERIN DRIVE. TURN RIGHT ON TO
 AA6872'ERIN DRIVE AND TRAVEL NORTH ABOUT 0.3 MI TO THE JUNCTION OF ALLEN
 AA6872'DRIVE ON YOUR RIGHT. TURN RIGHT ON TO ALLEN DRIVE AND TRAVEL EAST
 AA6872'ABOUT 0.2 MI TO THE JUNCTION OF VERONA DRIVE AND THE STATION ON THE
 AA6872'LEFT. THE STATION MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED
 AA6872'FR-44-01 SET IN A CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR
 AA6872'MAGNETIC DETECTION. THE STATION MARK IS ABOUT 31.0 FT NORTH OF THE
 AA6872'PAVEMENT CENTERLINE OF ALLEN DRIVE AND ABOUT 24.0 FT WEST OF THE
 AA6872'PAVEMENT CENTERLINE OF VERONA DRIVE. A FIRE HYDRANT IS ABOUT 7.1
 AA6872'SOUTHWEST OF THE STATION. AN IRON ROD WITH A SURVEYORS ID CAP NO. 4669
 AA6872'IS ABOUT 6.0 FT NORTHWEST OF THE STATION. UTILITY POLE NO. 57BD/4D-21
 AA6872'ON THE EAST SIDE OF VERONA IS OPPOSITE THE STATION AND IS ABOUT 42.7
 AA6872'FT TO THE EAST. ANOTHER UTILITY POLE NO. 57BD/4D-44 ON THE EAST SIDE
 AA6872'OF VERONA IS 71.5 SOUTHEAST OF THE STATION MARK. STATION MARK FR-43-01
 AA6872'(ABOUT 0.2 MI TO THE EAST) ON THE EAST SIDE OF HUDSON ROAD OPPOSITE
 AA6872'THE JUNCTION OF ALLEN DRIVE MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6868 ***********************************************************************
 AA6868  DESIGNATION -  FR 45 01
 AA6868  PID         -  AA6868
 AA6868  STATE/COUNTY-  OH/PORTAGE
 AA6868  USGS QUAD   -  HUDSON (1984)
 AA6868
 AA6868                         *CURRENT SURVEY CONTROL
 AA6868  ___________________________________________________________________
 AA6868* NAD 83(1995)-  41 09 53.27813(N)    081 23 10.32969(W)     ADJUSTED  
 AA6868* NAVD 88     -       318.1    (meters)    1044.     (feet)  GPS OBS   
 AA6868  ___________________________________________________________________
 AA6868  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AA6868  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AA6868
 AA6868  HORZ ORDER  -  FIRST
 AA6868
 AA6868.The horizontal coordinates were established by GPS observations
 AA6868.and adjusted by the National Geodetic Survey in April 1998..
 AA6868
 AA6868.The orthometric height was determined by GPS observations and a
 AA6868.high-resolution geoid model.
 AA6868
 AA6868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6868
 AA6868.The geoid height was determined by GEOID03.
 AA6868
 AA6868;                    North         East     Units Scale Factor Converg.
 AA6868;SPC OH N     -   166,958.704   693,467.650   MT  0.99994057   +0 43 54.2
 AA6868;UTM  17      - 4,557,123.505   467,600.765   MT  0.99961292   -0 15 15.2
 AA6868
 AA6868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6868!SPC OH N     -   0.99995536  x   0.99994057  =   0.99989593
 AA6868!UTM  17      -   0.99995536  x   0.99961292  =   0.99956830
 AA6868
 AA6868                          SUPERSEDED SURVEY CONTROL
 AA6868
 AA6868  NAD 83(1986)-  41 09 53.28614(N)    081 23 10.33157(W) AD(       ) 1
 AA6868
 AA6868.Superseded values are not recommended for survey control.
 AA6868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6868.See file dsdata.txt to determine how the superseded data were derived.
 AA6868
 AA6868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6760157124(NAD 83)
 AA6868_MARKER: DD = SURVEY DISK
 AA6868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6868_STAMPING: FR-45-01
 AA6868_MARK LOGO: OH3880
 AA6868_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6868+STABILITY: SURFACE MOTION
 AA6868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6868+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6868
 AA6868  HISTORY     - Date     Condition        Report By
 AA6868  HISTORY     - 1993     MONUMENTED       OH3880
 AA6868
 AA6868                          STATION DESCRIPTION
 AA6868
 AA6868'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6868'THE STATION MARK IS LOCATED NEAR THE SOUTHEAST CORNER OF THE JUNCTION
 AA6868'OF SILVER MEADOWS BOULEVARD AND FAIRCHILD AVENUE. NEAR THE NORTHWEST
 AA6868'CORNER OF THE CITY OF KENT, OHIO. TO REACH THE STATION FROM THE
 AA6868'JUNCTION OF SOUTH WATER STREET (STATE ROUTE 43) AND HAYMAKER PARKWAY
 AA6868'(STATE ROUTE 59) NEAR KENT CITY HALL, TRAVEL WEST ON HAYMAKER PARKWAY
 AA6868'ABOUT 1.5 MI TO THE INTERSECTION OF SPAULDING DRIVE ON THE RIGHT.
 AA6868'NOTE, HAYMAKER PARKWAY NAME CHANGES TO WEST MAIN STREET NEAR JUNCTION
 AA6868'OF LONGMERE AVENUE. TURN RIGHT AND TRAVEL NORTH ON SPAULDING DRIVE
 AA6868'ABOUT 0.2 MI TO JUNCTION OF SILVER MEADOWS BOULEVARD JUST NORTH OF THE
 AA6868'BRIDGE OVER FISHCREEK. TURN LEFT AND TRAVEL NORTH ON SILVER MEADOWS
 AA6868'BOULEVARD ABOUT 0.7 MI TO THE STATION ON THE RIGHT. THE STATION MARK
 AA6868'IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-45-01 SET IN A
 AA6868'CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6868'DETECTION. THE STATION IS ABOUT 29.5 FT EAST OF THE CENTERLINE OF THE
 AA6868'PAVEMENT OF SILVER MEADOWS BOULEVARD AND ABOUT 94.5 FT SOUTH OF THE
 AA6868'EXISTING CENTERLINE OF PAVEMENT OF FAIRCHILD AVENUE AS MEASURED ALONG
 AA6868'THE CENTERLINE OF SILVER MEADOWS BOULEVARD UTILITY POLE NO. 58BD-2B/5
 AA6868'IS SOUTH OF THE STATION ABOUT 5.0 FT. A SEWER MANHOLE IS ABOUT 17.5 FT
 AA6868'NORTHWEST OF THE STATION. THE STATION MARK IS 1.5 FT BEHIND THE
 AA6868'CONCRETE SIDEWALK. THERE IS CURRENTLY NO DIRECT AZIMUTH FOR THIS
 AA6868'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA6873 ***********************************************************************
 AA6873  DESIGNATION -  FR 46 02
 AA6873  PID         -  AA6873
 AA6873  STATE/COUNTY-  OH/PORTAGE
 AA6873  USGS QUAD   -  HUDSON (1984)
 AA6873
 AA6873                         *CURRENT SURVEY CONTROL
 AA6873  ___________________________________________________________________
 AA6873* NAD 83(1995)-  41 10 26.06015(N)    081 23 31.94845(W)     ADJUSTED  
 AA6873* NAVD 88     -       335.4    (meters)    1100.     (feet)  GPS OBS   
 AA6873  ___________________________________________________________________
 AA6873  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA6873  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AA6873
 AA6873  HORZ ORDER  -  FIRST
 AA6873
 AA6873.The horizontal coordinates were established by GPS observations
 AA6873.and adjusted by the National Geodetic Survey in April 1998..
 AA6873
 AA6873.The orthometric height was determined by GPS observations and a
 AA6873.high-resolution geoid model.
 AA6873
 AA6873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6873
 AA6873.The geoid height was determined by GEOID03.
 AA6873
 AA6873;                    North         East     Units Scale Factor Converg.
 AA6873;SPC OH N     -   167,963.444   692,950.887   MT  0.99994085   +0 43 40.0
 AA6873;UTM  17      - 4,558,136.656   467,101.531   MT  0.99961332   -0 15 29.6
 AA6873
 AA6873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6873!SPC OH N     -   0.99995265  x   0.99994085  =   0.99989350
 AA6873!UTM  17      -   0.99995265  x   0.99961332  =   0.99956599
 AA6873
 AA6873                          SUPERSEDED SURVEY CONTROL
 AA6873
 AA6873  NAD 83(1986)-  41 10 26.06836(N)    081 23 31.95015(W) AD(       ) 1
 AA6873
 AA6873.Superseded values are not recommended for survey control.
 AA6873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6873.See file dsdata.txt to determine how the superseded data were derived.
 AA6873
 AA6873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6710258137(NAD 83)
 AA6873_MARKER: DD = SURVEY DISK
 AA6873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6873_STAMPING: FR-46-02
 AA6873_MARK LOGO: OH3880
 AA6873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6873+STABILITY: SURFACE MOTION
 AA6873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6873+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6873
 AA6873  HISTORY     - Date     Condition        Report By
 AA6873  HISTORY     - 1993     MONUMENTED       OH3880
 AA6873
 AA6873                          STATION DESCRIPTION
 AA6873
 AA6873'DESCRIBED BY CITY OF KENT OHIO 1993 (DT)
 AA6873'THE STATION MARK IS ON THE EAST SIDE OF NEWCOMBER ROAD IN THE
 AA6873'NORTHWEST CORNER OF THE CITY OF KENT, OHIO. TO REACH THE STATION FROM
 AA6873'THE JUNCTION OF SOUTH WATER STREET (STATE ROUTE 43) AND HAYMAKER
 AA6873'PARKWAY (STATE ROUTE 59) NEAR KENT CITY HALL, TRAVEL WEST ON HAYMAKER
 AA6873'PARKWAY ABOUT 1.5 MI TO THE INTERSECTION OF SPAULDING DRIVE ON THE
 AA6873'RIGHT. NOTE, HAYMAKER PARKWAY NAME CHANGES TO WEST MAIN STREET NEAR
 AA6873'JUNCTION OF LONGMERE AVENUE. TURN RIGHT AND TRAVEL NORTH ON SPAULDING
 AA6873'DRIVE ABOUT 0.2 MI TO JUNCTION OF SILVER MEADOWS BOULEVARD JUST NORTH
 AA6873'OF THE BRIDGE OVER FISHCREEK. TURN LEFT AND TRAVEL NORTH ON SILVER
 AA6873'MEADOWS BOULEVARD ABOUT 0.7 MI TO THE JUNCTION OF FAIRCHILD AVENUE.
 AA6873'TURN LEFT AND TRAVEL NORTHWEST ABOUT 0.3 MI TO THE JUNCTION OF
 AA6873'NEWCOMBER ROAD ON THE RIGHT. TURN RIGHT ON TO NEWCOMBER ROAD AND
 AA6873'TRAVEL NORTH ABOUT 0.5 MI AND THE STATION ON THE RIGHT. THE STATION
 AA6873'MARK IS A STANDARD CITY OF KENT BRONZE DISK STAMPED FR-46-02 SET IN A
 AA6873'CONCRETE MASS FLUSH WITH THE SURFACE WITH RE-BAR FOR MAGNETIC
 AA6873'DETECTION. THE STATION MARK IS ABOUT 283 FT NORTH OF THE NORTHWEST
 AA6873'CORNER OF HOUSE NO. 4309 ON THE EAST SIDE OF THE ROAD AS MEASURED
 AA6873'ALONG THE EXISTING EDGE OF PAVEMENT. A 8 INCH PINE TREE IS ABOUT 58 FT
 AA6873'SOUTHEAST OF THE STATION MARK. UTILITY POLE NO. 207/13 ACROSS THE
 AA6873'STREET IS ABOUT 155.4 FT NORTHWEST OF THE STATION AND UTILITY POLE NO.
 AA6873'207/12 ALSO ACROSS THE STREET IS 78.8 FT SOUTHWEST OF THE STATION. THE
 AA6873'STATION MARK IS ABOUT 15.8 FT EAST OF THE EXISTING PAVEMENT CENTERLINE
 AA6873'OF NEWCOMBER ROAD. STATION MARK FR-46-01 ABOUT 0.5 MI TO THE EAST ON
 AA6873'THE SOUTH SIDE OF JOHNSON ROAD MAY BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2207 ***********************************************************************
 KZ2207  DESIGNATION -  FRA CO WE 120 MAD CO
 KZ2207  PID         -  KZ2207
 KZ2207  STATE/COUNTY-  OH/FRANKLIN
 KZ2207  USGS QUAD   -  HILLIARD (1984)
 KZ2207
 KZ2207                         *CURRENT SURVEY CONTROL
 KZ2207  ___________________________________________________________________
 KZ2207* NAD 83(1995)-  40 04 30.76220(N)    083 12 35.23542(W)     ADJUSTED  
 KZ2207* NAVD 88     -       288.9    (meters)     948.     (feet)  GPS OBS   
 KZ2207  ___________________________________________________________________
 KZ2207  X           -     577,874.005 (meters)                     COMP
 KZ2207  Y           -  -4,853,248.425 (meters)                     COMP
 KZ2207  Z           -   4,084,543.935 (meters)                     COMP
 KZ2207  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 KZ2207  ELLIP HEIGHT-         255.56  (meters)          (10/07/05) GPS OBS
 KZ2207  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KZ2207
 KZ2207  HORZ ORDER  -  FIRST
 KZ2207  ELLP ORDER  -  THIRD     CLASS I
 KZ2207
 KZ2207.The horizontal coordinates were established by GPS observations
 KZ2207.and adjusted by the National Geodetic Survey in October 1997..
 KZ2207
 KZ2207.The orthometric height was determined by GPS observations and a
 KZ2207.high-resolution geoid model.
 KZ2207
 KZ2207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2207
 KZ2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2207
 KZ2207.The ellipsoidal height was determined by GPS observations
 KZ2207.and is referenced to NAD 83.
 KZ2207
 KZ2207.The geoid height was determined by GEOID03.
 KZ2207
 KZ2207;                    North         East     Units Scale Factor Converg.
 KZ2207;SPC OH S     -   230,622.038   539,455.155   MT  1.00000855   -0 27 01.3
 KZ2207;UTM  17      - 4,438,444.989   311,572.217   MT  1.00003710   -1 25 23.0
 KZ2207
 KZ2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2207!SPC OH S     -   0.99995991  x   1.00000855  =   0.99996846
 KZ2207!UTM  17      -   0.99995991  x   1.00003710  =   0.99999701
 KZ2207
 KZ2207                          SUPERSEDED SURVEY CONTROL
 KZ2207
 KZ2207  ELLIP H (10/02/97)  255.58   (m)                       GP(       ) 3 1
 KZ2207  NAD 83(1986)-  40 04 30.76818(N)    083 12 35.23867(W) AD(       ) 1
 KZ2207  NGVD 29 (09/26/89)  289.3    (m)          949.     (f) GPS OBS        
 KZ2207
 KZ2207.Superseded values are not recommended for survey control.
 KZ2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2207.See file dsdata.txt to determine how the superseded data were derived.
 KZ2207
 KZ2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1157238445(NAD 83)
 KZ2207_MARKER: DD = SURVEY DISK
 KZ2207_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KZ2207_STAMPING: FRANKLIN CO WE 120 MADISON CO 1890 1987
 KZ2207_MARK LOGO: OH-049
 KZ2207_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2207+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1997
 KZ2207
 KZ2207  HISTORY     - Date     Condition        Report By
 KZ2207  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2207  HISTORY     - 19970730 GOOD             WOOLPT
 KZ2207
 KZ2207                          STATION DESCRIPTION
 KZ2207
 KZ2207'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2207'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 KZ2207'NORTHWEST OF HILLIARD, ON RINGS ROAD,
 KZ2207'3.2 KM (2.0 MI) SOUTH OF HIGHWAY 161,
 KZ2207'2.1 KM (1.3 MI) WEST OF THE INTERSECTION OF COSGRAY ROAD AND RINGS
 KZ2207'ROAD IN WASHINGTON TOWNSHIP WEST OF COLUMBUS.
 KZ2207'OWNERSHIP--FRANKLIN COUNTY.
 KZ2207'
 KZ2207'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 161 AND AVERY
 KZ2207'ROAD IN SOUTHWEST DUBLIN, GO SOUTH FOR 2.9 KM (1.8 MI) ON AVERY
 KZ2207'ROAD TO RINGS ROAD (EAST) ON THE LEFT.
 KZ2207'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.3 KM (0.2 MI) ON AVERY
 KZ2207'ROAD TO RINGS ROAD ON THE RIGHT.
 KZ2207'TURN RIGHT AND GO WEST FOR 2.3 KM (1.4 MI) ON RINGS ROAD TO THE
 KZ2207'INTERSECTION OF COSGRAY ROAD.
 KZ2207'TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON COSGRAY ROAD TO
 KZ2207'RINGS ROAD.
 KZ2207'TURN RIGHT AND GO WEST FOR 2.1 KM (1.3 MI) ON RINGS ROAD TO THE
 KZ2207'STATION ON THE RIGHT AT THE MADISON COUNTY-FRANKLIN COUNTY LINE.
 KZ2207'
 KZ2207'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANKLIN CO WE
 KZ2207'120 MADISON CO 1890 1987---, SET INTO THE TOP OF A SQUARE STONE
 KZ2207'COUNTY BOUNDARY MONUMENT 30 CM ON SIDE PROJECTING 73 CM ABOVE
 KZ2207'GROUND.  LOCATED 16.4 METERS (53.9 FT) EAST-SOUTHEAST FROM A SIGN
 KZ2207'POLE MARKED--AMITY PIKE--, 0.4 METERS (1.3 FT) EAST FROM A STANDARD
 KZ2207'FRANKLIN COUNTY SURVEY MARK METAL WITNESS POST, 18.6 METERS (61.0
 KZ2207'FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF A POWER POLE ON THE SOUTH
 KZ2207'SIDE OF RINGS ROAD AT THE CORNER OF A GARDEN, 3.7 METERS (12.0 FT)
 KZ2207'NORTH FROM THE NORTH EDGE OF THE RINGS ROAD PAVING.
 KZ2207
 KZ2207                          STATION RECOVERY (1997)
 KZ2207
 KZ2207'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (JWK)
 KZ2207'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2208 ***********************************************************************
 KZ2208  DESIGNATION -  FRA CO WE 130 MA CO UN CO
 KZ2208  PID         -  KZ2208
 KZ2208  STATE/COUNTY-  OH/FRANKLIN
 KZ2208  USGS QUAD   -  HILLIARD (1984)
 KZ2208
 KZ2208                         *CURRENT SURVEY CONTROL
 KZ2208  ___________________________________________________________________
 KZ2208* NAD 83(1995)-  40 06 28.03139(N)    083 12 24.06914(W)     ADJUSTED  
 KZ2208* NAVD 88     -       288.7    (meters)     947.     (feet)  VERTCON   
 KZ2208  ___________________________________________________________________
 KZ2208  X           -     577,861.139 (meters)                     COMP
 KZ2208  Y           -  -4,850,903.602 (meters)                     COMP
 KZ2208  Z           -   4,087,310.747 (meters)                     COMP
 KZ2208  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 KZ2208  ELLIP HEIGHT-         255.01  (meters)          (10/07/05) GPS OBS
 KZ2208  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KZ2208
 KZ2208  HORZ ORDER  -  FIRST
 KZ2208  ELLP ORDER  -  FOURTH    CLASS I
 KZ2208
 KZ2208.The horizontal coordinates were established by GPS observations
 KZ2208.and adjusted by the National Geodetic Survey in October 2005..
 KZ2208
 KZ2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2208
 KZ2208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2208
 KZ2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2208
 KZ2208.The ellipsoidal height was determined by GPS observations
 KZ2208.and is referenced to NAD 83.
 KZ2208
 KZ2208.The geoid height was determined by GEOID03.
 KZ2208
 KZ2208;                    North         East     Units Scale Factor Converg.
 KZ2208;SPC OH S     -   234,236.881   539,748.036   MT  1.00001558   -0 26 54.3
 KZ2208;SPC OH N     -    49,230.178   539,744.303   MT  1.00007827   -0 27 51.3
 KZ2208;UTM  17      - 4,442,054.424   311,926.458   MT  1.00003545   -1 25 19.3
 KZ2208
 KZ2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2208!SPC OH S     -   0.99996000  x   1.00001558  =   0.99997558
 KZ2208!SPC OH N     -   0.99996000  x   1.00007827  =   1.00003826
 KZ2208!UTM  17      -   0.99996000  x   1.00003545  =   0.99999545
 KZ2208
 KZ2208                          SUPERSEDED SURVEY CONTROL
 KZ2208
 KZ2208  NAD 83(1995)-  40 06 28.03371(N)    083 12 24.06754(W) AD(       ) 1
 KZ2208  ELLIP H (04/01/98)  254.87   (m)                       GP(       ) 4 1
 KZ2208  NAD 83(1986)-  40 06 28.03830(N)    083 12 24.07397(W) AD(       ) 1
 KZ2208  NGVD 29 (09/26/89)  288.9    (m)          948.     (f) GPS OBS        
 KZ2208
 KZ2208.Superseded values are not recommended for survey control.
 KZ2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2208.See file dsdata.txt to determine how the superseded data were derived.
 KZ2208
 KZ2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1192642054(NAD 83)
 KZ2208_MARKER: DD = SURVEY DISK
 KZ2208_SETTING: 0 = UNSPECIFIED SETTING
 KZ2208_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2208+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2208
 KZ2208  HISTORY     - Date     Condition        Report By
 KZ2208  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2208
 KZ2208                          STATION DESCRIPTION
 KZ2208
 KZ2208'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2208'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 KZ2208'WEST OF DUBLIN,
 KZ2208'0.2 KM (0.15 MI) NORTH OF HIGHWAY 161, AT THE CORNER OF THE UNION
 KZ2208'COUNTY-MADISON COUNTY-FRANKLIN COUNTY LINE,
 KZ2208'2.3 KM (1.4 MI) WEST OF THE JUNCTION OF HIGHWAYS 161 AND 33,
 KZ2208'3.2 KM (2.0 MI) NORTH OF RINGS ROAD.
 KZ2208'OWNERSHIP--HAZEL FRAVEL, 141 PARK STREET, PLAIN CITY, MADISON
 KZ2208'COUNTY, OHIO, PHONE NUMBER (614)873-4182.
 KZ2208'
 KZ2208'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 161 AND 33 IN
 KZ2208'WEST DUBLIN, GO WEST FOR 1.8 KM (1.1 MI) ON HIGHWAY 161 TO HOUCHARD
 KZ2208'ROAD ON THE LEFT.
 KZ2208'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.3 KM (0.2 MI) ON HIGHWAY
 KZ2208'161 TO THE STATION ON THE RIGHT AT THE CORNER OF THE UNION
 KZ2208'COUNTY-MADISON COUNTY-FRANKLIN COUNTY LINE 0.2 KM (0.15 MI) NORTH
 KZ2208'FROM THE HIGHWAY 161 PAVEMENT, IN THE MIDDLE OF A CULTIVATED FIELD.
 KZ2208'
 KZ2208'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---WE 130 FRANKLIN
 KZ2208'COUNTY MADISON COUNTY UNION COUNTY 1890 1987---, SET INTO THE TOP OF
 KZ2208'A HEXAGONAL STONE COUNTY BOUNDARY MONUMENT 38 CM IN DIAMETER
 KZ2208'PROJECTING 58 CM ABOVE GROUND.  LOCATED ABOUT 305 METERS (1000 FT)
 KZ2208'EAST FROM A STONE MONUMENT ON KILE ROAD AT THE UNION COUNTY-MADISON
 KZ2208'COUNTY LINE, 274 METERS (900 FT) NORTH-NORTHEAST FROM THE CENTER OF
 KZ2208'THE INTERSECTION OF KILE ROAD AND ROUTE 161, 238 METERS (780 FT)
 KZ2208'NORTH FROM THE INTERSECTION OF THE MADISON COUNTY-FRANKLIN COUNTY
 KZ2208'LINE AND ROUTE 161, 442 METERS (1450 FT) WEST-NORTHWEST FROM THE
 KZ2208'CENTER OF THE INTERSECTION OF HOUCHARD ROAD AND ROUTE 161.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1614 ***********************************************************************
 JY1614  DESIGNATION -  FRA CO WE 20 MAD CO
 JY1614  PID         -  JY1614
 JY1614  STATE/COUNTY-  OH/FRANKLIN
 JY1614  USGS QUAD   -  HARRISBURG (1984)
 JY1614
 JY1614                         *CURRENT SURVEY CONTROL
 JY1614  ___________________________________________________________________
 JY1614* NAD 83(1995)-  39 51 40.96733(N)    083 14 50.65091(W)     ADJUSTED  
 JY1614* NAVD 88     -       291.0    (meters)     955.     (feet)  VERTCON   
 JY1614  ___________________________________________________________________
 JY1614  X           -     576,481.203 (meters)                     COMP
 JY1614  Y           -  -4,868,774.444 (meters)                     COMP
 JY1614  Z           -   4,066,348.122 (meters)                     COMP
 JY1614  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 JY1614  ELLIP HEIGHT-         257.51  (meters)          (10/07/05) GPS OBS
 JY1614  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JY1614
 JY1614  HORZ ORDER  -  FIRST
 JY1614  ELLP ORDER  -  FOURTH    CLASS I
 JY1614
 JY1614.The horizontal coordinates were established by GPS observations
 JY1614.and adjusted by the National Geodetic Survey in April 1998..
 JY1614
 JY1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1614
 JY1614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1614
 JY1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1614
 JY1614.The ellipsoidal height was determined by GPS observations
 JY1614.and is referenced to NAD 83.
 JY1614
 JY1614.The geoid height was determined by GEOID03.
 JY1614
 JY1614;                    North         East     Units Scale Factor Converg.
 JY1614;SPC OH S     -   206,906.400   536,050.119   MT  0.99997051   -0 28 27.3
 JY1614;UTM  17      - 4,414,789.008   307,766.102   MT  1.00005496   -1 26 27.1
 JY1614
 JY1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1614!SPC OH S     -   0.99995960  x   0.99997051  =   0.99993011
 JY1614!UTM  17      -   0.99995960  x   1.00005496  =   1.00001456
 JY1614
 JY1614                          SUPERSEDED SURVEY CONTROL
 JY1614
 JY1614  ELLIP H (04/01/98)  257.52   (m)                       GP(       ) 4 1
 JY1614  NAD 83(1986)-  39 51 40.97311(N)    083 14 50.65444(W) AD(       ) 1
 JY1614  NGVD 29 (09/26/89)  291.2    (m)          955.     (f) GPS OBS        
 JY1614
 JY1614.Superseded values are not recommended for survey control.
 JY1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1614.See file dsdata.txt to determine how the superseded data were derived.
 JY1614
 JY1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE0776614789(NAD 83)
 JY1614_MARKER: DD = SURVEY DISK
 JY1614_SETTING: 0 = UNSPECIFIED SETTING
 JY1614_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1614+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1614
 JY1614  HISTORY     - Date     Condition        Report By
 JY1614  HISTORY     - 1987     MONUMENTED       OH-049
 JY1614
 JY1614                          STATION DESCRIPTION
 JY1614
 JY1614'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1614'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 JY1614'SOUTHWEST OF GEORGESVILLE, ON THE GEORGESVILLE-WRIGHTSVILLE ROAD,
 JY1614'4.8 KM (3.0 MI) WEST OF DARBYVILLE,
 JY1614'2.4 KM (1.5 MI) WEST OF THE INTERSECTION OF BIGGERT ROAD AND ROUTE
 JY1614'665 IN PLEASANT TOWNSHIP.
 JY1614'OWNERSHIP--FRANKLIN COUNTY.
 JY1614'
 JY1614'TO REACH THE STATION FROM THE INTERSECTION OF THE
 JY1614'GEORGESVILLE-WRIGHTSVILLE ROAD AND ALKIRE ROAD IN GEORGESVILLE, GO
 JY1614'SOUTH FOR 0.3 KM (0.2 MI) ON THE GEORGESVILLE-WRIGHTSVILLE ROAD TO
 JY1614'A 90 DEGREE BEND IN THE ROAD TO THE WEST.
 JY1614'TURN RIGHT AND GO WEST AND SOUTH FOR 1.8 KM (1.1 MI) ON THE
 JY1614'GEORGESVILLE-WRIGHTSVILLE ROAD TO THE INTERSECTION OF SEAMAN ROAD.
 JY1614'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 JY1614'1.6 KM (1.0 MI) ON THE GEORGESVILLE-WRIGHTSVILLE ROAD TO THE
 JY1614'STATION ON THE RIGHT ABOUT 60 METERS (200 FT) NORTH FROM THE
 JY1614'INTERSECTION OF STATE ROUTE 665.
 JY1614'
 JY1614'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANKLIN CO WE
 JY1614'20 MADISON CO 1899 1987---, SET INTO THE TOP OF A SQUARE STONE
 JY1614'COUNTY BOUNDARY MONUMENT 25 CM ON SIDE PROJECTING 32 CM ABOVE
 JY1614'GROUND.  LOCATED 0.5 METERS (1.5 FT) NORTHEAST FROM A STANDARD
 JY1614'FRANKLIN COUNTY SURVEY MARK METAL WITNESS POST, 3.9 METERS (12.7
 JY1614'FT) NORTHWEST FROM THE WEST EDGE OF THE ROAD PAVING, 18.4 METERS
 JY1614'(60.4 FT) WEST FROM THE EDGE OF A 50 INCH DIAMETER OAK TREE, 18.5
 JY1614'METERS (60.8 FT) WEST FROM A CORNER FENCE POST ON THE EAST SIDE OF
 JY1614'THE GEORGESVILLE-WRIGHTSVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1615 ***********************************************************************
 JY1615  DESIGNATION -  FRA CO WE 34 MAD CO
 JY1615  PID         -  JY1615
 JY1615  STATE/COUNTY-  OH/FRANKLIN
 JY1615  USGS QUAD   -  GALLOWAY (1994)
 JY1615
 JY1615                         *CURRENT SURVEY CONTROL
 JY1615  ___________________________________________________________________
 JY1615* NAD 83(1995)-  39 53 15.85366(N)    083 14 57.98753(W)     ADJUSTED  
 JY1615* NAVD 88     -       285.7    (meters)     937.     (feet)  VERTCON   
 JY1615  ___________________________________________________________________
 JY1615  X           -     576,086.986 (meters)                     COMP
 JY1615  Y           -  -4,866,927.550 (meters)                     COMP
 JY1615  Z           -   4,068,590.701 (meters)                     COMP
 JY1615  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 JY1615  ELLIP HEIGHT-         252.11  (meters)          (10/07/05) GPS OBS
 JY1615  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JY1615
 JY1615  HORZ ORDER  -  FIRST
 JY1615  ELLP ORDER  -  FOURTH    CLASS I
 JY1615
 JY1615.The horizontal coordinates were established by GPS observations
 JY1615.and adjusted by the National Geodetic Survey in April 1998..
 JY1615
 JY1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1615
 JY1615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1615
 JY1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1615
 JY1615.The ellipsoidal height was determined by GPS observations
 JY1615.and is referenced to NAD 83.
 JY1615
 JY1615.The geoid height was determined by GEOID03.
 JY1615
 JY1615;                    North         East     Units Scale Factor Converg.
 JY1615;SPC OH S     -   209,834.175   535,900.038   MT  0.99997444   -0 28 31.9
 JY1615;UTM  17      - 4,417,719.141   307,665.447   MT  1.00005543   -1 26 34.7
 JY1615
 JY1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1615!SPC OH S     -   0.99996045  x   0.99997444  =   0.99993489
 JY1615!UTM  17      -   0.99996045  x   1.00005543  =   1.00001588
 JY1615
 JY1615                          SUPERSEDED SURVEY CONTROL
 JY1615
 JY1615  ELLIP H (04/01/98)  252.12   (m)                       GP(       ) 4 1
 JY1615  NAD 83(1986)-  39 53 15.85890(N)    083 14 57.99113(W) AD(       ) 1
 JY1615  NGVD 29 (09/26/89)  285.9    (m)          938.     (f) GPS OBS        
 JY1615
 JY1615.Superseded values are not recommended for survey control.
 JY1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1615.See file dsdata.txt to determine how the superseded data were derived.
 JY1615
 JY1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE0766517719(NAD 83)
 JY1615_MARKER: DD = SURVEY DISK
 JY1615_SETTING: 0 = UNSPECIFIED SETTING
 JY1615_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1615+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1615
 JY1615  HISTORY     - Date     Condition        Report By
 JY1615  HISTORY     - 1987     MONUMENTED       OH-049
 JY1615
 JY1615                          STATION DESCRIPTION
 JY1615
 JY1615'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1615'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 JY1615'WEST OF GEORGESVILLE, ON ALKIRE ROAD,
 JY1615'3.2 KM (2.0 MI) NORTH OF HIGHWAY 665,
 JY1615'3.2 KM (2.0 MI) EAST OF THE VILLAGE OF LILLY CHAPEL.
 JY1615'OWNERSHIP--FRANKLIN COUNTY.
 JY1615'
 JY1615'TO REACH THE STATION FROM THE INTERSECTION OF THE
 JY1615'GEORGESVILLE-WRIGHTSVILLE ROAD AND ALKIRE ROAD IN GEORGESVILLE, GO
 JY1615'WEST FOR 2.3 KM (1.4 MI) ON ALKIRE ROAD TO THE JUNCTION OF SEAMAN
 JY1615'ROAD ON THE LEFT.
 JY1615'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 JY1615'0.2 KM (0.15 MI) ON ALKIRE ROAD TO THE STATION ON THE RIGHT JUST
 JY1615'PAST HOUSE NUMBER 9469 ON THE LEFT.
 JY1615'
 JY1615'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANKLIN CO WE
 JY1615'34 MADISON CO 1899 1987---, SET INTO THE TOP OF A SQUARE STONE
 JY1615'COUNTY BOUNDARY MONUMENT 30.5 CM ON SIDE PROJECTING 64 CM ABOVE
 JY1615'GROUND.  LOCATED 2.8 METERS (9.1 FT) EAST-NORTHEAST FROM A WOOD
 JY1615'POWER POLE, 0.7 METERS (2.3 FT) SOUTH-SOUTHEAST FROM A METAL STREET
 JY1615'SIGN POLE, 0.7 METERS (2.2 FT) SOUTH-SOUTHEAST FROM A STANDARD
 JY1615'FRANKLIN COUNTY SURVEY MARK METAL WITNESS POST, 12.0 METERS (39.4
 JY1615'FT) WEST-NORTHWEST FROM THE MAILBOX POST FOR HOUSE NUMBER 9469,
 JY1615'2.0 METERS (6.5 FT) NORTHWEST FROM THE NORTH EDGE OF THE ALKIRE
 JY1615'ROAD PAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1616 ***********************************************************************
 JY1616  DESIGNATION -  FRA CO WE 52 MAD CO
 JY1616  PID         -  JY1616
 JY1616  STATE/COUNTY-  OH/FRANKLIN
 JY1616  USGS QUAD   -  GALLOWAY (1994)
 JY1616
 JY1616                         *CURRENT SURVEY CONTROL
 JY1616  ___________________________________________________________________
 JY1616* NAD 83(1995)-  39 55 12.60977(N)    083 14 47.70669(W)     ADJUSTED  
 JY1616* NAVD 88     -       281.6    (meters)     924.     (feet)  VERTCON   
 JY1616  ___________________________________________________________________
 JY1616  X           -     576,057.532 (meters)                     COMP
 JY1616  Y           -  -4,864,601.590 (meters)                     COMP
 JY1616  Z           -   4,071,350.634 (meters)                     COMP
 JY1616  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 JY1616  ELLIP HEIGHT-         248.04  (meters)          (10/07/05) GPS OBS
 JY1616  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JY1616
 JY1616  HORZ ORDER  -  FIRST
 JY1616  ELLP ORDER  -  FOURTH    CLASS I
 JY1616
 JY1616.The horizontal coordinates were established by GPS observations
 JY1616.and adjusted by the National Geodetic Survey in April 1998..
 JY1616
 JY1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1616
 JY1616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1616
 JY1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1616
 JY1616.The ellipsoidal height was determined by GPS observations
 JY1616.and is referenced to NAD 83.
 JY1616
 JY1616.The geoid height was determined by GEOID03.
 JY1616
 JY1616;                    North         East     Units Scale Factor Converg.
 JY1616;SPC OH S     -   213,432.989   536,174.062   MT  0.99997957   -0 28 25.4
 JY1616;UTM  17      - 4,421,313.092   308,000.250   MT  1.00005385   -1 26 31.6
 JY1616
 JY1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1616!SPC OH S     -   0.99996109  x   0.99997957  =   0.99994066
 JY1616!UTM  17      -   0.99996109  x   1.00005385  =   1.00001494
 JY1616
 JY1616                          SUPERSEDED SURVEY CONTROL
 JY1616
 JY1616  NAD 83(1986)-  39 55 12.61509(N)    083 14 47.71054(W) AD(       ) 1
 JY1616  NGVD 29 (09/26/89)  281.8    (m)          925.     (f) GPS OBS        
 JY1616
 JY1616.Superseded values are not recommended for survey control.
 JY1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1616.See file dsdata.txt to determine how the superseded data were derived.
 JY1616
 JY1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE0800021313(NAD 83)
 JY1616_MARKER: DD = SURVEY DISK
 JY1616_SETTING: 0 = UNSPECIFIED SETTING
 JY1616_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1616+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1616
 JY1616  HISTORY     - Date     Condition        Report By
 JY1616  HISTORY     - 1987     MONUMENTED       OH-049
 JY1616
 JY1616                          STATION DESCRIPTION
 JY1616
 JY1616'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1616'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI)
 JY1616'SOUTHEAST OF WEST JEFFERSON, ON GARDNER ROAD,
 JY1616'3.2 KM (2.0 MI) NORTHWEST OF GEORGESVILLE,
 JY1616'4.0 KM (2.5 MI) SOUTHWEST OF THE INTERSECTION OF U.S. ROUTE 40 AND
 JY1616'DARBY CREEK DRIVE IN PRAIRIE TOWNSHIP.
 JY1616'OWNERSHIP--FRANKLIN COUNTY.
 JY1616'
 JY1616'TO REACH THE STATION FROM THE INTERSECTION OF GARDNER ROAD AND
 JY1616'ALKIRE ROAD IN GEORGESVILLE, GO NORTHWEST FOR
 JY1616'2.6 KM (1.6 MI) ON GARDNER ROAD TO RIEBEL ROAD ON THE RIGHT.
 JY1616'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 JY1616'1.2 KM (0.75 MI) ON GARDNER ROAD TO THE STATION ON THE RIGHT AT THE
 JY1616'FRANKLIN COUNTY-MADISON COUNTY LINE, NEAR THE MAILBOX POST FOR
 JY1616'HOUSE NUMBER 1941.
 JY1616'
 JY1616'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---MADISON COUNTY
 JY1616'FRANKLIN COUNTY WE 52 1899 1987---, SET INTO THE TOP OF A SQUARE
 JY1616'STONE COUNTY BOUNDARY MONUMENT 30.5 CM ON SIDE PROJECTING 43.3 CM
 JY1616'ABOVE GROUND.  LOCATED 12.7 METERS (41.6 FT) EAST-NORTHEAST FROM A
 JY1616'WOOD POWER POLE ON THE WEST SIDE OF GARDNER ROAD, 1.4 METERS
 JY1616'(4.7 FT) EAST-NORTHEAST FROM THE EAST EDGE OF THE ROAD PAVING,
 JY1616'4.4 METERS (14.4 FT) WEST-SOUTHWEST FROM THE WEST SIDE OF A WHITE
 JY1616'WOOD FENCE, 20.7 METERS (67.9 FT) NORTHWEST FROM WOOD CORNER FENCE
 JY1616'POST, 18.5 METERS (60.7 FT) NORTH-NORTHWEST FROM AN IRON MAILBOX
 JY1616'POST FOR HOUSE NUMBER 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2318 ***********************************************************************
 HY2318  DESIGNATION -  FRADD
 HY2318  PID         -  HY2318
 HY2318  STATE/COUNTY-  OH/LAWRENCE
 HY2318  USGS QUAD   -  KITTS HILL (1983)
 HY2318
 HY2318                         *CURRENT SURVEY CONTROL
 HY2318  ___________________________________________________________________
 HY2318* NAD 83(1995)-  38 35 46.98246(N)    082 33 05.80729(W)     ADJUSTED  
 HY2318* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 HY2318  ___________________________________________________________________
 HY2318  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 HY2318  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HY2318
 HY2318  HORZ ORDER  -  FIRST
 HY2318
 HY2318.The horizontal coordinates were established by classical geodetic methods
 HY2318.and adjusted by the National Geodetic Survey in April 1998..
 HY2318
 HY2318.The orthometric height was scaled from a topographic map.
 HY2318
 HY2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2318
 HY2318.The geoid height was determined by GEOID03.
 HY2318
 HY2318;                    North         East     Units Scale Factor Converg.
 HY2318;SPC OH S     -    66,209.018   595,503.516   MT  1.00002974   -0 01 57.9
 HY2318;SPC KY1Z     - 1,255,940.809 1,778,572.884   MT  0.99998382   +1 57 49.3
 HY2318;SPC KY1Z     - 4,120,532.47  5,835,201.20   sFT  0.99998382   +1 57 49.3
 HY2318;SPC KY N     -   123,060.281   647,943.723   MT  0.99996461   +1 03 23.4
 HY2318;SPC KY N     -   403,740.27  2,125,795.36   sFT  0.99996461   +1 03 23.4
 HY2318;UTM  17      - 4,273,129.942   364,879.422   MT  0.99982484   -0 58 05.1
 HY2318
 HY2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2318!SPC OH S     -   0.99995533  x   1.00002974  =   0.99998507
 HY2318!SPC KY1Z     -   0.99995533  x   0.99998382  =   0.99993915
 HY2318!SPC KY N     -   0.99995533  x   0.99996461  =   0.99991994
 HY2318!UTM  17      -   0.99995533  x   0.99982484  =   0.99978018
 HY2318
 HY2318:                Primary Azimuth Mark                     Grid Az
 HY2318:SPC OH S     -  WRAY RESET                               091 02 57.0
 HY2318:SPC KY1Z     -  WRAY RESET                               089 03 09.8
 HY2318:SPC KY N     -  WRAY RESET                               089 57 35.7
 HY2318:UTM  17      -  WRAY RESET                               091 59 04.2
 HY2318
 HY2318|---------------------------------------------------------------------|
 HY2318| PID    Reference Object                     Distance      Geod. Az  |
 HY2318|                                                           dddmmss.s |
 HY2318| HY2235 WRAY RESET                          APPROX. 7.9 KM 0910059.1 |
 HY2318| HY2319 IRONTON KELLYS HOUSE CUPOLA         APPROX.12.4 KM 2354419.1 |
 HY2318|---------------------------------------------------------------------|
 HY2318
 HY2318                          SUPERSEDED SURVEY CONTROL
 HY2318
 HY2318  NAD 83(1995)-  38 35 46.98361(N)    082 33 05.80762(W) AD(       ) 1
 HY2318  NAD 83(1986)-  38 35 46.98918(N)    082 33 05.81035(W) AD(       ) 1
 HY2318  NAD 27      -  38 35 46.69900(N)    082 33 06.24400(W) AD(       ) 1
 HY2318
 HY2318.Superseded values are not recommended for survey control.
 HY2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2318.See file dsdata.txt to determine how the superseded data were derived.
 HY2318
 HY2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC6487973130(NAD 83)
 HY2318_MARKER: N = NAIL
 HY2318_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HY2318_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HY2318_MARK LOGO: CGS   
 HY2318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY2318
 HY2318  HISTORY     - Date     Condition        Report By
 HY2318  HISTORY     - 1884     MONUMENTED       CGS
 HY2318
 HY2318                          STATION DESCRIPTION
 HY2318
 HY2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (ATM)
 HY2318'ON A HILL BARE OF TREES NEAR THE LINE BETWEEN LAWRENCE AND AID
 HY2318'TOWNSHIPS ABOUT 3 MILES FROM MARION AND ABOUT 1 MILE WEST OF A
 HY2318'SCHOOLHOUSE ON THE HILL.  THE STATION IS ABOUT 100 METERS SOUTH OF
 HY2318'THE ROAD FROM MARION TO VESUVIUS FURNACE, ON LAND BELONGING TO
 HY2318'CHARLES FRADD WHO LIVES IN A HOLLOW ABOUT ONE THIRD OF A MILE
 HY2318'SOUTHWEST OF THE STATION.  THE STATION IS MARKED BY A NAIL SET IN
 HY2318'CONCRETE AT THE CENTER OF THE TOP OF A TILE 6 INCHES IN DIAMETER
 HY2318'AND 2 FEET LONG.  THE TILE IS FILLED WITH CONCRETE AND IS SET FLUSH
 HY2318'WITH THE SURFACE OF THE GROUND. THE UNDERGROUND MARK IS AN
 HY2318'EARTHENWARE PYRAMID SET ABOUT 3 FET BELOW THE SURFACE.  THERE ARE
 HY2318'FOUR REFERENCE MARKS SIMILAR TO THE SURFACE MARK AT THE STATION,
 HY2318'EXCEPT THE TILES ARE ONLY 4 INCHES IN DIAMETER. THE REFERENCE MARKS
 HY2318'ARE AT THE FOLLOWING DISTANCES AND DIRECTIONS FROM THE
 HY2318'STATION--2.33 METERS NORTH, 1.83 METERS EAST, 1.98 METERS SOUTH, AND
 HY2318'1.83 METERS WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2625 ***********************************************************************
 AE2625  DESIGNATION -  FRAHM
 AE2625  PID         -  AE2625
 AE2625  STATE/COUNTY-  OH/MERCER
 AE2625  USGS QUAD   -  ERASTUS (1980)
 AE2625
 AE2625                         *CURRENT SURVEY CONTROL
 AE2625  ___________________________________________________________________
 AE2625* NAD 83(1995)-  40 35 48.68087(N)    084 44 49.26504(W)     ADJUSTED  
 AE2625* NAVD 88     -       263.0    (meters)     863.     (feet)  GPS OBS   
 AE2625  ___________________________________________________________________
 AE2625  X           -     444,035.806 (meters)                     COMP
 AE2625  Y           -  -4,829,648.191 (meters)                     COMP
 AE2625  Z           -   4,128,681.844 (meters)                     COMP
 AE2625  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AE2625  ELLIP HEIGHT-         229.61  (meters)          (10/07/05) GPS OBS
 AE2625  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AE2625
 AE2625  HORZ ORDER  -  FIRST
 AE2625  ELLP ORDER  -  FOURTH    CLASS I
 AE2625
 AE2625.The horizontal coordinates were established by GPS observations
 AE2625.and adjusted by the National Geodetic Survey in September 1997..
 AE2625
 AE2625.The orthometric height was determined by GPS observations and a
 AE2625.high-resolution geoid model.
 AE2625
 AE2625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2625
 AE2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2625
 AE2625.The ellipsoidal height was determined by GPS observations
 AE2625.and is referenced to NAD 83.
 AE2625
 AE2625.The geoid height was determined by GEOID03.
 AE2625
 AE2625;                    North         East     Units Scale Factor Converg.
 AE2625;SPC OH N     -   105,744.038   409,825.748   MT  0.99997270   -1 28 34.2
 AE2625;UTM  16      - 4,496,445.494   690,636.641   MT  1.00004735   +1 27 59.5
 AE2625
 AE2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2625!SPC OH N     -   0.99996398  x   0.99997270  =   0.99993668
 AE2625!UTM  16      -   0.99996398  x   1.00004735  =   1.00001133
 AE2625
 AE2625                          SUPERSEDED SURVEY CONTROL
 AE2625
 AE2625  ELLIP H (09/04/97)  229.62   (m)                       GP(       ) 4 1
 AE2625
 AE2625.Superseded values are not recommended for survey control.
 AE2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2625.See file dsdata.txt to determine how the superseded data were derived.
 AE2625
 AE2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK9063796445(NAD 83)
 AE2625_MARKER: I = METAL ROD
 AE2625_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2625_STAMPING: FRAHM
 AE2625_MARK LOGO: OHDT  
 AE2625_PROJECTION: RECESSED 8 CENTIMETERS
 AE2625_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2625+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2625_ROD/PIPE-DEPTH:  4.9 meters
 AE2625_SLEEVE-DEPTH  :  1.1 meters
 AE2625
 AE2625  HISTORY     - Date     Condition        Report By
 AE2625  HISTORY     - 1995     MONUMENTED       OHDT
 AE2625
 AE2625                          STATION DESCRIPTION
 AE2625
 AE2625'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (KM)
 AE2625'IN THE SOUTHEAST QUARTER OF SECTION 16, TOWN 5 SOUTH, RANGE 1 EAST,
 AE2625'LIBERTY TOWNSHIP, MERCER COUNTY, OHIO.  TO REACH FROM THE MERCER
 AE2625'COUNTY COURT HOUSE IN CELINA, TRAVEL NORTH ON US 127 0.75 MILES (1.21
 AE2625'KM) TO ITS INTERSECTION WITH TOUVELLE STREET, PROCEED WEST ON TOUVELLE
 AE2625'STREET 0.25 MILES, (0.40 KM) CONTINUE IN A NORTHWESTERLY DIRECTION ON
 AE2625'TOUVELLE STREET 1 MILE, (1.6 KM) CONTINUE IN A NORTHWESTERLY DIRECTION
 AE2625'ON FRAM PIKE 3.4 MILES, (5.5 KM) CONTINUE WEST ON FRAHM PIKE 5.75
 AE2625'MILES (9.25 KM) TO THE INTERSECTION WITH WABASH ROAD.  THE MARK IS IN
 AE2625'THE NORTHWEST QUADRANT OF THE INTERSECTION OF FRAHM PIKE WITH WABASH
 AE2625'ROAD, 27.2 FEET (8.3 M) NORTH OF THE CENTERLINE OF FRAHM PIKE, 35 FEET
 AE2625'(10.7 M) WEST OF THE CENTERLINE OF WABASH ROAD, 20.5 FEET (6.2 M) WEST
 AE2625'OF A STOP SIGN, 17 FEET (5.2 M) NORTHWEST OF A CATCH BASIN, 42 FEET
 AE2625'(12.8 M) SOUTH OF A WELL.  MARK IS A STEEL ROD IN AN ALUMINUM MONUMENT
 AE2625'BOX STAMPED FRAHM ADJACENT TO A STEEL POST PLACED BY THE MERCER COUNTY
 AE2625'ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0588 ***********************************************************************
 MC0588  DESIGNATION -  FRANK
 MC0588  PID         -  MC0588
 MC0588  STATE/COUNTY-  OH/WOOD
 MC0588  USGS QUAD   -  HOYTVILLE (1977)
 MC0588
 MC0588                         *CURRENT SURVEY CONTROL
 MC0588  ___________________________________________________________________
 MC0588* NAD 83(1995)-  41 12 43.09481(N)    083 48 12.49582(W)     ADJUSTED  
 MC0588* NAVD 88     -       212.907  (meters)     698.51   (feet)  POSTED    
 MC0588  ___________________________________________________________________
 MC0588  X           -     518,674.236 (meters)                     COMP
 MC0588  Y           -  -4,777,172.948 (meters)                     COMP
 MC0588  Z           -   4,180,277.781 (meters)                     COMP
 MC0588  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 MC0588  ELLIP HEIGHT-         177.37  (meters)          (10/07/05) GPS OBS
 MC0588  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC0588  DYNAMIC HT  -         212.810 (meters)     698.19  (feet)  COMP
 MC0588  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 MC0588
 MC0588  HORZ ORDER  -  FIRST
 MC0588  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MC0588  ELLP ORDER  -  FOURTH    CLASS I
 MC0588
 MC0588.The horizontal coordinates were established by classical geodetic methods
 MC0588.and adjusted by the National Geodetic Survey in April 1998..
 MC0588
 MC0588.The orthometric height was determined by differential leveling
 MC0588.and adjusted by the National Geodetic Survey in 1992..
 MC0588.No vertical observational check was made to the station.
 MC0588.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MC0588.was located on a no-check spur therefore a value was not computed.
 MC0588
 MC0588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC0588
 MC0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0588
 MC0588.The ellipsoidal height was determined by GPS observations
 MC0588.and is referenced to NAD 83.
 MC0588
 MC0588.The geoid height was determined by GEOID03.
 MC0588
 MC0588.The dynamic height is computed by dividing the NAVD 88
 MC0588.geopotential number by the normal gravity value computed on the
 MC0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0588.degrees latitude (g = 980.6199 gals.).
 MC0588
 MC0588.The modeled gravity was interpolated from observed gravity values.
 MC0588
 MC0588;                    North         East     Units Scale Factor Converg.
 MC0588;SPC OH N     -   172,417.120   490,694.694   MT  0.99994230   -0 51 22.7
 MC0588;UTM  17      - 4,566,078.274   264,968.232   MT  1.00027990   -1 50 52.4
 MC0588
 MC0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0588!SPC OH N     -   0.99997218  x   0.99994230  =   0.99991448
 MC0588!UTM  17      -   0.99997218  x   1.00027990  =   1.00025207
 MC0588
 MC0588:                Primary Azimuth Mark                     Grid Az
 MC0588:SPC OH N     -  WESTON MUNICIPAL TANK                    003 40 36.5
 MC0588:UTM  17      -  WESTON MUNICIPAL TANK                    004 40 06.2
 MC0588
 MC0588|---------------------------------------------------------------------|
 MC0588| PID    Reference Object                     Distance      Geod. Az  |
 MC0588|                                                           dddmmss.s |
 MC0588| MC1379 WESTON MUNICIPAL TANK               APPROX.14.8 KM 0024913.8 |
 MC0588| MC0587 FRANK RM 1                           36.576 METERS 10109     |
 MC0588| MC1371 HOYTVILLE N BALT GRAIN ELEV         APPROX. 3.0 KM 1400111.3 |
 MC0588| MC1373 MC COMB MUNICIPAL TANK              APPROX.11.7 KM 1753524.9 |
 MC0588| MC0586 FRANK AZ MK                                        1800257.8 |
 MC0588| MC0592 FRANK AZ MK 2                                      2563259.1 |
 MC0588| MC1376 DESHLER MUNICIPAL TANK              APPROX. 7.9 KM 2694631.7 |
 MC0588| MC0589 FRANK RM 2                           34.759 METERS 34452     |
 MC0588|---------------------------------------------------------------------|
 MC0588
 MC0588                          SUPERSEDED SURVEY CONTROL
 MC0588
 MC0588  ELLIP H (04/01/98)  177.40   (m)                       GP(       ) 4 1
 MC0588  NAD 83(1986)-  41 12 43.10468(N)    083 48 12.50456(W) AD(       ) 1
 MC0588  NAD 27      -  41 12 42.92100(N)    083 48 12.73100(W) AD(       ) 1
 MC0588  NGVD 29 (??/??/92)  213.096  (m)          699.13   (f) ADJ UNCH    1 1
 MC0588
 MC0588.Superseded values are not recommended for survey control.
 MC0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0588.See file dsdata.txt to determine how the superseded data were derived.
 MC0588
 MC0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6496866078(NAD 83)
 MC0588_MARKER: DD = SURVEY DISK
 MC0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0588_STAMPING: FRANK 1943
 MC0588_MARK LOGO: CGS   
 MC0588_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0588+STABILITY: SURFACE MOTION
 MC0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0588+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 MC0588
 MC0588  HISTORY     - Date     Condition        Report By
 MC0588  HISTORY     - 1943     MONUMENTED       CGS
 MC0588  HISTORY     - 1968     GOOD             CGS
 MC0588  HISTORY     - 1968     GOOD             CGS
 MC0588  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC0588  HISTORY     - 19940826 GOOD             OH-063
 MC0588  HISTORY     - 20041119 GOOD             INDIV
 MC0588
 MC0588                          STATION DESCRIPTION
 MC0588
 MC0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC0588'STATION IS LOCATED ABOUT 5.0 MILES E AND 0.5 MILE N OF DESHLER AND
 MC0588'2.0 MILES W OF HOYTVILLE.  THE
 MC0588'MARK IS SET IN THE NE ANGLE OF THE INTERSECTION OF
 MC0588'CROSS ROADS AND 0.5 MILE N OF
 MC0588'STATE HIGHWAY 18.  IT IS IN THE SW
 MC0588'CORNER OF A CULTIVATED FIELD ON LAND OWNED BY
 MC0588'GRANT STRAFFORD.
 MC0588'THE MARK IS 49 FEET E OF THE N-S GRAVELED ROAD, 41 FEET N OF THE
 MC0588'E-W DIRT ROAD
 MC0588'AND 22 FEET N OF A STANDARD REFERENCE POST.  THE
 MC0588'DISK IS STAMPED FRANK 1943.
 MC0588'
 MC0588'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MC0588'DISKS SET IN
 MC0588'CONCRETE.
 MC0588'
 MC0588'REFERENCE MARK 1 IS 120.00 FEET E OF THE STATION AND 19 FEET
 MC0588'N OF THE CENTER
 MC0588'LINE OF THE DIRT ROAD.  THE DISK IS STAMPED FRANK
 MC0588'NO 1 1943.
 MC0588'
 MC0588'REFERENCE MARK 2 IS 114.04 FEET NW OF THE STATION AND 18 FEET
 MC0588'E OF THE CENTER
 MC0588'LINE OF THE N-S GRAVELED ROAD.  THE DISK IS
 MC0588'STAMPED FRANK NO 2 1943.
 MC0588'
 MC0588'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE S OF THE STATION.
 MC0588'IT IS 38 FEET E OF
 MC0588'A N-S GRAVELED ROAD, 21 FEET N OF STATE HIGHWAY
 MC0588'18 AND 3.5 FEET E OF A STANDARD
 MC0588'REFERENCE POST.  THE DISK IS
 MC0588'STAMPED FRANK 1943.  TO REACH AZIMUTH MARK FROM
 MC0588'THE STATION GO S
 MC0588'ON THE GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT NE OF
 MC0588'THE
 MC0588'INTERSECTION OF THE CROSS ROAD.
 MC0588'
 MC0588'A SECOND AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  IT IS
 MC0588'APPROXIMATELY 2.0
 MC0588'MILES WSW OF THE STATION.  THE MARK IS 145 FEET
 MC0588'N OF THE CENTER LINE OF STATE
 MC0588'HIGHWAY 18, 18 FEET E OF THE CENTER
 MC0588'LINE OF THE N-S ROAD AND 2.5 FEET N OF A
 MC0588'STANDARD REFERENCE POST.
 MC0588'THE DISK IS STAMPED FRANK 1943.  TO REACH THIS AZIMUTH MARK
 MC0588'FROM THE
 MC0588'STATION GO S ON THE GRAVELED ROAD FOR 0.5 MILE TO THE JUNCTION
 MC0588'OF STATE HIGHWAY 18,
 MC0588'TURN RIGHT AND GO 1.7 MILES TO A CROSS ROAD
 MC0588'(GRAVEL), TURN RIGHT AND GO N 145 FEET
 MC0588'TO THE MARK ON THE RIGHT AS
 MC0588'DESCRIBED.
 MC0588'
 MC0588'TO REACH THE STATION FROM THE VILLAGE OF DESHLER, GO E ON
 MC0588'STATE HIGHWAY 18
 MC0588'FOR 5.0 MILES TO A GRAVELED CROSS ROAD, TURN LEFT
 MC0588'AND FOLLOW THE GRAVELED ROAD N FOR
 MC0588'0.5 MILE TO ANOTHER CROSS ROAD
 MC0588'AND THE STATION ON THE RIGHT AS DESCRIBED.
 MC0588'
 MC0588'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MC0588
 MC0588                          STATION RECOVERY (1968)
 MC0588
 MC0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 MC0588'THIS STATION, TWO REFERENCE MARKS, AND TWO AZIMUTH MARKS WERE ALL
 MC0588'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  (QUAD 410833,
 MC0588'STA 1042).
 MC0588'
 MC0588'NOTE--THE MOST DISTANCE AZIMUTH MARK, 2 MILES WEST-SOUTHWEST, WAS
 MC0588'STAMPED NO 2, BY THIS PARTY IN JULY 1968, BY DIRECTION OF CHIEF,
 MC0588'GEODESY DIVISION.  THE STAMPING ON THIS AZIMUTH MARK DISK READS,
 MC0588'FRANK NO 2 1943.
 MC0588'
 MC0588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST AND
 MC0588'1/2 MILE NORTH OF DESHLER, 2 MILES WEST OF HOYTVILLE.
 MC0588
 MC0588                          STATION RECOVERY (1968)
 MC0588
 MC0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MC0588'2.2 MI NW FROM HOYTVILLE.
 MC0588'ABOUT 1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0588'THE CROSSING OF STATE HIGHWAY 18 AT HOYTVILLE, THENCE 1.2 MILES
 MC0588'NORTH ALONG WESTON ROAD, 64 FEET NORTHEAST OF THE CENTER OF THE
 MC0588'INTERSECTION OF OIL CENTER ROAD AND WESTON ROAD, 48 FEET EAST OF
 MC0588'THE CENTER LINE OF WESTON ROAD, 42 FEET NORTH OF THE CENTER LINE
 MC0588'OF OIL CENTER ROAD, 67 FEET NORTHEAST OF AND ACROSS WESTON ROAD
 MC0588'FROM A 2-INCH STEEL ROAD MARKER POST, 2 FEET BELOW THE LEVEL OF
 MC0588'THE ROADS AND SET IN THE TOP OF A CONCRETE POST 1 FOOT UNDERGROUND.
 MC0588
 MC0588                          STATION RECOVERY (1984)
 MC0588
 MC0588'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0588'MARK NOT FOUND.
 MC0588
 MC0588                          STATION RECOVERY (1994)
 MC0588
 MC0588'RECOVERY NOTE BY HANCOCK COUNTY OHIO 1994 (TM)
 MC0588'RECOVERED AS DESCRIBED.
 MC0588
 MC0588                          STATION RECOVERY (2004)
 MC0588
 MC0588'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DET)
 MC0588'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1435 ***********************************************************************
 MC1435  DESIGNATION -  FRANK
 MC1435  PID         -  MC1435
 MC1435  STATE/COUNTY-  OH/HENRY
 MC1435  USGS QUAD   -  MC CLURE (1971)
 MC1435
 MC1435                         *CURRENT SURVEY CONTROL
 MC1435  ___________________________________________________________________
 MC1435* NAD 83(1995)-  41 20 45.17037(N)    083 56 28.67520(W)     ADJUSTED  
 MC1435* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1435  ___________________________________________________________________
 MC1435  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 MC1435  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 MC1435
 MC1435  HORZ ORDER  -  THIRD
 MC1435
 MC1435.The horizontal coordinates were established by classical geodetic methods
 MC1435.and adjusted by the National Geodetic Survey in April 1998..
 MC1435
 MC1435.The orthometric height was scaled from a topographic map.
 MC1435
 MC1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1435
 MC1435.The geoid height was determined by GEOID03.
 MC1435
 MC1435;                    North         East     Units Scale Factor Converg.
 MC1435;SPC OH N     -   187,468.096   479,383.620   MT  0.99995090   -0 56 48.7
 MC1435;UTM  17      - 4,581,328.852   253,915.999   MT  1.00034533   -1 56 38.4
 MC1435;UTM  16      - 4,581,668.957   755,907.682   MT  1.00040603   +2 01 18.1
 MC1435
 MC1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1435!SPC OH N     -   0.99997296  x   0.99995090  =   0.99992386
 MC1435!UTM  17      -   0.99997296  x   1.00034533  =   1.00031828
 MC1435!UTM  16      -   0.99997296  x   1.00040603  =   1.00037898
 MC1435
 MC1435                          SUPERSEDED SURVEY CONTROL
 MC1435
 MC1435  NAD 83(1995)-  41 20 45.17840(N)    083 56 28.67970(W) AD(       ) 3
 MC1435  NAD 83(1986)-  41 20 45.18046(N)    083 56 28.68532(W) AD(       ) 3
 MC1435  NAD 27      -  41 20 44.99500(N)    083 56 28.88900(W) AD(       ) 3
 MC1435
 MC1435.Superseded values are not recommended for survey control.
 MC1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1435.See file dsdata.txt to determine how the superseded data were derived.
 MC1435
 MC1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5391681329(NAD 83)
 MC1435_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1435_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MC1435_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MC1435_STAMPING: FRANK 1950
 MC1435_MARK LOGO: CGS   
 MC1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1435
 MC1435  HISTORY     - Date     Condition        Report By
 MC1435  HISTORY     - 1950     MONUMENTED       CGS
 MC1435  HISTORY     - 1963     GOOD             CGS
 MC1435  HISTORY     - 1965     GOOD             USE
 MC1435  HISTORY     - 1980     GOOD             LOCENG
 MC1435
 MC1435                          STATION DESCRIPTION
 MC1435
 MC1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JMN)
 MC1435'STATION IS IN THE PHOTOGRAMMETRIC TEST AREA, NEAR MCCLURE, OHIO.  IT
 MC1435'IS ON THE EAST SIDE OF
 MC1435'STATE HIGHWAY 65, 1.75 MILES SOUTH OF MCCLURE, IN THE
 MC1435'NORTHWEST CORNER OF THE SOUTHWEST
 MC1435'QUARTER OF THE SOUTHWEST QUARTER OF
 MC1435'SECTION 34, DAMASCUS TOWNSHIP, ON PROPERTY OWNED BY
 MC1435'FRANK E. WHITNEY.  THE
 MC1435'STATION IS SURROUNDED BY A PHOTOGRAMMETRIC TARGET OF CRUSHED
 MC1435'LIMESTONE, 6 FEET IN
 MC1435'DIAMETER.
 MC1435
 MC1435                          STATION RECOVERY (1963)
 MC1435
 MC1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1435'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1435'EXCEPTIONS.  THE CRUSHED LIMESTONE SURROUNDING THE TARGET IS ON TOP
 MC1435'OF A LAYER OF ASPHALT AND THE DISK IS STAMPED FRANK 1950.
 MC1435
 MC1435                          STATION RECOVERY (1965)
 MC1435
 MC1435'RECOVERY NOTE BY US ENGINEERS 1965 (RWK)
 MC1435'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MCCLURE, TRAVEL S 1-3/4
 MC1435'MI. ON HWY 65, AND IS ON THE E SIDE OF HWY 65.
 MC1435'
 MC1435'THE STA. IS LOCATED IN A 2 MI. DIA. CRUSHED LIMESTONE TRAGET, 7M. E
 MC1435'OF THE CENTERLINE OF THE HWY, 1M. SE OF A POWER POLE, 1/2 M. S OF
 MC1435'A CORNER CONC. FENCE POST, AND 30 M. SSE OF THE DRIVEWAY.
 MC1435'
 MC1435'THE STA IS APPROX. 1/2 M. LOWER THAN THE HWY.  THE POWER LINE WIRE
 MC1435'THAT CROSSES THE STA. WHICH GIVES A MAX VERT. CLEARANCE OF 4-1/2 M.
 MC1435'
 MC1435'STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MC1435'FRANK 1950 (ELEV--679.7 FEET).
 MC1435
 MC1435                          STATION RECOVERY (1980)
 MC1435
 MC1435'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1435'FRANK 1950 MARK IS IN GOOD COND - CAMARA TARGET POOR COND.
 MC1435'
 MC1435'6 FEET NORTH TO POWER POLE
 MC1435'
 MC1435'DESCRIPTION PUBLISHED IN (LINE, BOOK, OR QUADRANGLE NUMBER) 410833
 MC1435'STA. 1043.
 MC1435'
 MC1435'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MI SOUTH, MCCLURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1617 ***********************************************************************
 JY1617  DESIGNATION -  FRANK 07
 JY1617  PID         -  JY1617
 JY1617  STATE/COUNTY-  OH/FRANKLIN
 JY1617  USGS QUAD   -  LOCKBOURNE (1992)
 JY1617
 JY1617                         *CURRENT SURVEY CONTROL
 JY1617  ___________________________________________________________________
 JY1617* NAD 83(1995)-  39 48 23.52757(N)    082 59 40.01545(W)     ADJUSTED  
 JY1617* NAVD 88     -       211.8    (meters)     695.     (feet)  VERTCON   
 JY1617  ___________________________________________________________________
 JY1617  X           -     598,438.915 (meters)                     COMP
 JY1617  Y           -  -4,869,993.004 (meters)                     COMP
 JY1617  Z           -   4,061,620.918 (meters)                     COMP
 JY1617  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 JY1617  ELLIP HEIGHT-         178.00  (meters)          (10/07/05) GPS OBS
 JY1617  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JY1617
 JY1617  HORZ ORDER  -  FIRST
 JY1617  ELLP ORDER  -  FOURTH    CLASS I
 JY1617
 JY1617.The horizontal coordinates were established by GPS observations
 JY1617.and adjusted by the National Geodetic Survey in April 1998..
 JY1617
 JY1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1617
 JY1617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1617
 JY1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1617
 JY1617.The ellipsoidal height was determined by GPS observations
 JY1617.and is referenced to NAD 83.
 JY1617
 JY1617.The geoid height was determined by GEOID03.
 JY1617
 JY1617;                    North         East     Units Scale Factor Converg.
 JY1617;SPC OH S     -   200,668.414   557,659.977   MT  0.99996300   -0 18 49.5
 JY1617;UTM  17      - 4,408,187.706   329,268.683   MT  0.99995887   -1 16 37.7
 JY1617
 JY1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1617!SPC OH S     -   0.99997208  x   0.99996300  =   0.99993508
 JY1617!UTM  17      -   0.99997208  x   0.99995887  =   0.99993095
 JY1617
 JY1617:                Primary Azimuth Mark                     Grid Az
 JY1617:SPC OH S     -  FRANK 07 AZ MK                           343 15 23.2
 JY1617:UTM  17      -  FRANK 07 AZ MK                           344 13 11.4
 JY1617
 JY1617|---------------------------------------------------------------------|
 JY1617| PID    Reference Object                     Distance      Geod. Az  |
 JY1617|                                                           dddmmss.s |
 JY1617| JY1618 FRANK 07 AZ MK                      424.461 METERS 3425633.7 |
 JY1617|---------------------------------------------------------------------|
 JY1617
 JY1617                          SUPERSEDED SURVEY CONTROL
 JY1617
 JY1617  ELLIP H (04/01/98)  178.01   (m)                       GP(       ) 4 1
 JY1617  NAD 83(1986)-  39 48 23.53478(N)    082 59 40.01849(W) AD(       ) 1
 JY1617  NGVD 29 (09/26/89)  212.0    (m)          696.     (f) GPS OBS        
 JY1617
 JY1617.Superseded values are not recommended for survey control.
 JY1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1617.See file dsdata.txt to determine how the superseded data were derived.
 JY1617
 JY1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2926908188(NAD 83)
 JY1617_MARKER: I = METAL ROD
 JY1617_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1617_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1617_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1617+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1617
 JY1617  HISTORY     - Date     Condition        Report By
 JY1617  HISTORY     - 1987     MONUMENTED       OH-049
 JY1617
 JY1617                          STATION DESCRIPTION
 JY1617
 JY1617'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1617'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 JY1617'WEST-SOUTHWEST OF LOCKBOURNE,
 JY1617'0.3 KM (0.2 MI) NORTH-NORTHWEST OF THE FRANKLIN COUNTY-PICKAWAY
 JY1617'COUNTY LINE AT U.S. ROUTE 23,
 JY1617'2.7 KM (1.7 MI) SOUTH-SOUTHEAST OF SHADEVILLE IN HAMILTON TOWNSHIP.
 JY1617'OWNERSHIP--STATE OF OHIO.
 JY1617'
 JY1617'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROUTE 665 AND
 JY1617'U.S. ROUTE 23 IN SHADEVILLE, GO SOUTH FOR 2.9 KM (1.8 MI) ON U.S.
 JY1617'ROUTE 23 TO THE SOUTH END OF THE BRIDGE OVER BIG WALNUT CREEK AND
 JY1617'THE STATION ON THE LEFT, ABOUT 23 METERS (75 FT) SOUTH-SOUTHEAST
 JY1617'FROM THE SOUTH END OF THE BRIDGE.
 JY1617'
 JY1617'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1617'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 07 1987---, AND IS
 JY1617'RECESSED 5 CM BELOW THE GROUND.  THE STATION IS A 9/16 INCH
 JY1617'DIAMETER STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 19.5 METERS (64
 JY1617'FT) AND IS RECESSED 14 CM BELOW GROUND.  LOCATED
 JY1617'21.1 METERS (69.1 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST BOLT AT
 JY1617'THE SOUTHEAST END OF THE GUARDRAIL ON THE SOUTHBOUND LANE OF U.S.
 JY1617'ROUTE 23, 16.2 METERS (53.3 FT) SOUTH FROM THE SOUTHWEST BOLT AT
 JY1617'THE SOUTHWEST END OF THE GUARDRAIL ON THE NORTHBOUND LANE OF U.S.
 JY1617'ROUTE 23, 3.0 METERS (10.0 FT) EAST FROM THE WEST EDGE OF THE
 JY1617'SOUTHBOUND PAVING, 3.2 METERS (10.4 FT) WEST FROM THE WEST EDGE OF
 JY1617'THE GUARDRAIL ON THE WEST SIDE OF THE NORTHBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1618 ***********************************************************************
 JY1618  DESIGNATION -  FRANK 07 AZ MK
 JY1618  PID         -  JY1618
 JY1618  STATE/COUNTY-  OH/FRANKLIN
 JY1618  USGS QUAD   -  LOCKBOURNE (1992)
 JY1618
 JY1618                         *CURRENT SURVEY CONTROL
 JY1618  ___________________________________________________________________
 JY1618* NAD 83(1995)-  39 48 36.68462(N)    082 59 45.24987(W)     ADJUSTED  
 JY1618* NAVD 88     -       211.9    (meters)     695.     (feet)  VERTCON   
 JY1618  ___________________________________________________________________
 JY1618  X           -     598,283.655 (meters)                     COMP
 JY1618  Y           -  -4,869,750.387 (meters)                     COMP
 JY1618  Z           -   4,061,932.700 (meters)                     COMP
 JY1618  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 JY1618  ELLIP HEIGHT-         178.08  (meters)          (10/07/05) GPS OBS
 JY1618  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JY1618
 JY1618  HORZ ORDER  -  FIRST
 JY1618  ELLP ORDER  -  FOURTH    CLASS I
 JY1618
 JY1618.The horizontal coordinates were established by GPS observations
 JY1618.and adjusted by the National Geodetic Survey in April 1998..
 JY1618
 JY1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1618
 JY1618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1618
 JY1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1618
 JY1618.The ellipsoidal height was determined by GPS observations
 JY1618.and is referenced to NAD 83.
 JY1618
 JY1618.The geoid height was determined by GEOID03.
 JY1618
 JY1618;                    North         East     Units Scale Factor Converg.
 JY1618;SPC OH S     -   201,074.864   557,537.699   MT  0.99996347   -0 18 52.8
 JY1618;UTM  17      - 4,408,596.153   329,153.257   MT  0.99995936   -1 16 41.4
 JY1618
 JY1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1618!SPC OH S     -   0.99997206  x   0.99996347  =   0.99993553
 JY1618!UTM  17      -   0.99997206  x   0.99995936  =   0.99993142
 JY1618
 JY1618:                Primary Azimuth Mark                     Grid Az
 JY1618:SPC OH S     -  FRANK 07                                 163 15 23.2
 JY1618:UTM  17      -  FRANK 07                                 164 13 11.8
 JY1618
 JY1618|---------------------------------------------------------------------|
 JY1618| PID    Reference Object                     Distance      Geod. Az  |
 JY1618|                                                           dddmmss.s |
 JY1618| JY1617 FRANK 07                            424.461 METERS 1625630.4 |
 JY1618|---------------------------------------------------------------------|
 JY1618
 JY1618                          SUPERSEDED SURVEY CONTROL
 JY1618
 JY1618  ELLIP H (04/01/98)  178.09   (m)                       GP(       ) 4 1
 JY1618  NAD 83(1986)-  39 48 36.69170(N)    082 59 45.25303(W) AD(       ) 1
 JY1618  NGVD 29 (09/26/89)  212.1    (m)          696.     (f) GPS OBS        
 JY1618
 JY1618.Superseded values are not recommended for survey control.
 JY1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1618.See file dsdata.txt to determine how the superseded data were derived.
 JY1618
 JY1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2915308596(NAD 83)
 JY1618_MARKER: DD = SURVEY DISK
 JY1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1618_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1618+STABILITY: SURFACE MOTION
 JY1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1618+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1618
 JY1618  HISTORY     - Date     Condition        Report By
 JY1618  HISTORY     - 1987     MONUMENTED       OH-049
 JY1618
 JY1618                          STATION DESCRIPTION
 JY1618
 JY1618'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1618'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 JY1618'WEST OF LOCKBOURNE,
 JY1618'0.7 KM (0.45 MI) NORTH-NORTHWEST OF THE FRANKLIN COUNTY-PICKAWAY
 JY1618'COUNTY LINE AT U.S. ROUTE 23,
 JY1618'2.3 KM (1.4 MI) SOUTH-SOUTHEAST OF SHADEVILLE IN HAMILTON TOWNSHIP.
 JY1618'OWNERSHIP--STATE OF OHIO.
 JY1618'
 JY1618'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROUTE 665 AND
 JY1618'U.S. ROUTE 23 IN SHADEVILLE, GO SOUTH FOR 2.4 KM (1.5 MI) ON U.S.
 JY1618'ROUTE 23 TO THE STATION ON THE LEFT IN THE GRASS MEDIAN ABOUT 58
 JY1618'METERS (190 FT) NORTH FROM THE INTERSECTION OF MOREHEAD ROAD.
 JY1618'
 JY1618'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 07 AZ MK
 JY1618'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1618'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 6.3 METERS (20.8 FT)
 JY1618'EAST FROM THE EAST EDGE OF THE SOUTHBOUND LANE OF U.S. ROUTE 23,
 JY1618'1.5 METERS (4.9 FT) WEST FROM THE WEST EDGE OF THE NORTHBOUND LANE,
 JY1618'35.9 METERS (117.7 FT) NORTH-NORTHWEST FROM A METAL SIGN POLE
 JY1618'MARKED--SIGNAL LIGHT--, 49.6 METERS (162.6 FT) NORTH FROM THE SOUTH
 JY1618'POINT OF THE GRASS MEDIAN OF U.S. ROUTE 23 AT THE MOREHEAD ROAD
 JY1618'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1619 ***********************************************************************
 JY1619  DESIGNATION -  FRANK 12
 JY1619  PID         -  JY1619
 JY1619  STATE/COUNTY-  OH/FRANKLIN
 JY1619  USGS QUAD   -  CANAL WINCHESTER (1994)
 JY1619
 JY1619                         *CURRENT SURVEY CONTROL
 JY1619  ___________________________________________________________________
 JY1619* NAD 83(1995)-  39 47 45.02898(N)    082 49 27.24340(W)     ADJUSTED  
 JY1619* NAVD 88     -       251.9    (meters)     826.     (feet)  VERTCON   
 JY1619  ___________________________________________________________________
 JY1619  X           -     613,002.803 (meters)                     COMP
 JY1619  Y           -  -4,868,978.123 (meters)                     COMP
 JY1619  Z           -   4,060,734.126 (meters)                     COMP
 JY1619  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 JY1619  ELLIP HEIGHT-         217.77  (meters)          (10/07/05) GPS OBS
 JY1619  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY1619
 JY1619  HORZ ORDER  -  FIRST
 JY1619  ELLP ORDER  -  FOURTH    CLASS I
 JY1619
 JY1619.The horizontal coordinates were established by GPS observations
 JY1619.and adjusted by the National Geodetic Survey in April 1998..
 JY1619
 JY1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1619
 JY1619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1619
 JY1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1619
 JY1619.The ellipsoidal height was determined by GPS observations
 JY1619.and is referenced to NAD 83.
 JY1619
 JY1619.The geoid height was determined by GEOID03.
 JY1619
 JY1619;                    North         East     Units Scale Factor Converg.
 JY1619;SPC OH S     -   199,415.022   572,231.229   MT  0.99996164   -0 12 20.6
 JY1619;UTM  17      - 4,406,689.708   343,816.335   MT  0.99990032   -1 10 04.2
 JY1619
 JY1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1619!SPC OH S     -   0.99996584  x   0.99996164  =   0.99992748
 JY1619!UTM  17      -   0.99996584  x   0.99990032  =   0.99986616
 JY1619
 JY1619|---------------------------------------------------------------------|
 JY1619| PID    Reference Object                     Distance      Geod. Az  |
 JY1619|                                                           dddmmss.s |
 JY1619| JY1620 FRANK 12 AZ MK                      383.953 METERS 00550     |
 JY1619|---------------------------------------------------------------------|
 JY1619
 JY1619                          SUPERSEDED SURVEY CONTROL
 JY1619
 JY1619  ELLIP H (04/01/98)  217.79   (m)                       GP(       ) 4 1
 JY1619  NAD 83(1986)-  39 47 45.03492(N)    082 49 27.24642(W) AD(       ) 1
 JY1619  NGVD 29 (09/26/89)  252.0    (m)          827.     (f) GPS OBS        
 JY1619
 JY1619.Superseded values are not recommended for survey control.
 JY1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1619.See file dsdata.txt to determine how the superseded data were derived.
 JY1619
 JY1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4381606690(NAD 83)
 JY1619_MARKER: I = METAL ROD
 JY1619_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1619_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1619_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1619+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1619
 JY1619  HISTORY     - Date     Condition        Report By
 JY1619  HISTORY     - 1987     MONUMENTED       OH-049
 JY1619
 JY1619                          STATION DESCRIPTION
 JY1619
 JY1619'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1619'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 JY1619'SOUTHWEST OF LITHOPOLIS,
 JY1619'4.8 KM (3.0 MI) SOUTH-SOUTHWEST OF CANAL WINCHESTER,
 JY1619'0.2 KM (0.1 MI) NORTH OF THE INTERSECTION OF THE FRANKLIN,
 JY1619'PICKAWAY, AND FAIRFIELD COUNTY LINES ON WINCHESTER SOUTH ROAD.
 JY1619'OWNERSHIP--STATE OF OHIO.
 JY1619'
 JY1619'TO REACH THE STATION FROM THE INTERSECTION OF LITHOPOLIS ROAD AND
 JY1619'SMITH ROAD IN LITHOPOLIS, GO SOUTHWEST FOR 1.5 KM (0.9 MI) ON SMITH
 JY1619'ROAD TO THE INTERSECTION OF WINCHESTER SOUTH ROAD.
 JY1619'TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON WINCHESTER SOUTH
 JY1619'ROAD TO THE STATION ON THE RIGHT OPPOSITE THE DRIVEWAY ENTRANCE TO
 JY1619'HOUSE NUMBER 4010 ON THE LEFT.
 JY1619'
 JY1619'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1619'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 12 1987---, AND IS
 JY1619'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1619'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 14.6 METERS (48 FT) AND
 JY1619'IS RECESSED 9.5 CM BELOW GROUND.  LOCATED 0.2
 JY1619'METERS (0.5 FT) EAST FROM A WIRE FENCE LINE, 26.2 METERS (86.0 FT)
 JY1619'SOUTHWEST FROM THE EDGE OF THE MAILBOX POST FOR HOUSE NUMBER 4010,
 JY1619'1.9 METERS (6.3 FT) WEST FROM A PK NAIL AT THE WEST EDGE OF ROAD
 JY1619'PAVING, 4.8 METERS (15.9 FT) WEST FROM THE CENTERLINE OF WINCHESTER
 JY1619'SOUTH ROAD, 0.9 METERS (3 FT) NORTH FROM A FRANKLIN COUNTY ENGINEER
 JY1619'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1620 ***********************************************************************
 JY1620  DESIGNATION -  FRANK 12 AZ MK
 JY1620  PID         -  JY1620
 JY1620  STATE/COUNTY-  OH/FAIRFIELD
 JY1620  USGS QUAD   -  CANAL WINCHESTER (1994)
 JY1620
 JY1620                         *CURRENT SURVEY CONTROL
 JY1620  ___________________________________________________________________
 JY1620* NAD 83(1995)-  39 47 57.41349(N)    082 49 25.60155(W)     ADJUSTED  
 JY1620* NAVD 88     -       265.3    (meters)     870.     (feet)  VERTCON   
 JY1620  ___________________________________________________________________
 JY1620  X           -     613,012.307 (meters)                     COMP
 JY1620  Y           -  -4,868,740.902 (meters)                     COMP
 JY1620  Z           -   4,061,036.198 (meters)                     COMP
 JY1620  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 JY1620  ELLIP HEIGHT-         231.20  (meters)          (10/07/05) GPS OBS
 JY1620  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY1620
 JY1620  HORZ ORDER  -  FIRST
 JY1620  ELLP ORDER  -  FOURTH    CLASS I
 JY1620
 JY1620.The horizontal coordinates were established by GPS observations
 JY1620.and adjusted by the National Geodetic Survey in April 1998..
 JY1620
 JY1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1620
 JY1620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1620
 JY1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1620
 JY1620.The ellipsoidal height was determined by GPS observations
 JY1620.and is referenced to NAD 83.
 JY1620
 JY1620.The geoid height was determined by GEOID03.
 JY1620
 JY1620;                    North         East     Units Scale Factor Converg.
 JY1620;SPC OH S     -   199,796.826   572,271.658   MT  0.99996208   -0 12 19.6
 JY1620;UTM  17      - 4,407,070.756   343,863.167   MT  0.99990014   -1 10 03.5
 JY1620
 JY1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1620!SPC OH S     -   0.99996373  x   0.99996208  =   0.99992581
 JY1620!UTM  17      -   0.99996373  x   0.99990014  =   0.99986387
 JY1620
 JY1620|---------------------------------------------------------------------|
 JY1620| PID    Reference Object                     Distance      Geod. Az  |
 JY1620|                                                           dddmmss.s |
 JY1620| JY1619 FRANK 12                            383.953 METERS 18550     |
 JY1620|---------------------------------------------------------------------|
 JY1620
 JY1620                          SUPERSEDED SURVEY CONTROL
 JY1620
 JY1620  ELLIP H (04/01/98)  231.22   (m)                       GP(       ) 4 1
 JY1620  NAD 83(1986)-  39 47 57.41980(N)    082 49 25.60475(W) AD(       ) 1
 JY1620  NGVD 29 (09/26/89)  265.4    (m)          871.     (f) GPS OBS        
 JY1620
 JY1620.Superseded values are not recommended for survey control.
 JY1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1620.See file dsdata.txt to determine how the superseded data were derived.
 JY1620
 JY1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4386307071(NAD 83)
 JY1620_MARKER: DD = SURVEY DISK
 JY1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1620_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1620+STABILITY: SURFACE MOTION
 JY1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1620+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1620
 JY1620  HISTORY     - Date     Condition        Report By
 JY1620  HISTORY     - 1987     MONUMENTED       OH-049
 JY1620
 JY1620                          STATION DESCRIPTION
 JY1620
 JY1620'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1620'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI)
 JY1620'SOUTHWEST OF LITHOPOLIS,
 JY1620'4.3 KM (2.7 MI) SOUTH-SOUTHWEST OF CANAL WINCHESTER,
 JY1620'0.6 KM (0.35 MI) NORTH OF THE INTERSECTION OF THE FRANKLIN,
 JY1620'PICKAWAY, AND FAIRFIELD COUNTY LINES ON COUNTY ROUTE 674.
 JY1620'OWNERSHIP--FRANKLIN COUNTY.
 JY1620'
 JY1620'TO REACH THE STATION FROM THE INTERSECTION OF LITHOPOLIS ROAD AND
 JY1620'SMITH ROAD IN LITHOPOLIS, GO SOUTHWEST FOR 1.5 KM (0.9 MI) ON SMITH
 JY1620'ROAD TO THE INTERSECTION OF WINCHESTER SOUTH ROAD.
 JY1620'TURN RIGHT AND GO NORTH FOR 0.2 KM (0.15 MI) ON WINCHESTER SOUTH
 JY1620'ROAD TO THE TOP OF A HILL AND THE STATION ON THE RIGHT ON THE NORTH
 JY1620'SIDE OF A DRIVEWAY TO HOUSE NUMBER 4236.
 JY1620'
 JY1620'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 12 AZ MK
 JY1620'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1620'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 0.6 METERS (2.0 FT)
 JY1620'SOUTH FROM THE MAILBOX POST FOR HOUSE NUMBER 4236, 10.6 METERS
 JY1620'(34.8 FT) SOUTH FROM THE MAILBOX POST FOR HOUSE NUMBER 4256, 0.6
 JY1620'METERS (2.0 FT) NORTH FROM THE NORTH EDGE OF THE DRIVEWAY TO HOUSE
 JY1620'NUMBER 4236, 47.8 METERS (156.8 FT) WEST FROM THE NORTHWEST CORNER
 JY1620'OF THE CONCRETE PORCH ON HOUSE NUMBER 4256.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1621 ***********************************************************************
 JY1621  DESIGNATION -  FRANK 17
 JY1621  PID         -  JY1621
 JY1621  STATE/COUNTY-  OH/FRANKLIN
 JY1621  USGS QUAD   -  COMMERCIAL POINT (1988)
 JY1621
 JY1621                         *CURRENT SURVEY CONTROL
 JY1621  ___________________________________________________________________
 JY1621* NAD 83(1995)-  39 50 46.01409(N)    083 00 05.81634(W)     ADJUSTED  
 JY1621* NAVD 88     -       219.9    (meters)     721.     (feet)  VERTCON   
 JY1621  ___________________________________________________________________
 JY1621  X           -     597,487.557 (meters)                     COMP
 JY1621  Y           -  -4,867,280.304 (meters)                     COMP
 JY1621  Z           -   4,065,001.168 (meters)                     COMP
 JY1621  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 JY1621  ELLIP HEIGHT-         186.07  (meters)          (10/07/05) GPS OBS
 JY1621  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JY1621
 JY1621  HORZ ORDER  -  FIRST
 JY1621  ELLP ORDER  -  FOURTH    CLASS I
 JY1621
 JY1621.The horizontal coordinates were established by GPS observations
 JY1621.and adjusted by the National Geodetic Survey in April 1998..
 JY1621
 JY1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1621
 JY1621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1621
 JY1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1621
 JY1621.The ellipsoidal height was determined by GPS observations
 JY1621.and is referenced to NAD 83.
 JY1621
 JY1621.The geoid height was determined by GEOID03.
 JY1621
 JY1621;                    North         East     Units Scale Factor Converg.
 JY1621;SPC OH S     -   205,066.153   557,070.686   MT  0.99996832   -0 19 05.8
 JY1621;UTM  17      - 4,412,594.712   328,753.464   MT  0.99996104   -1 16 58.1
 JY1621
 JY1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1621!SPC OH S     -   0.99997081  x   0.99996832  =   0.99993913
 JY1621!UTM  17      -   0.99997081  x   0.99996104  =   0.99993185
 JY1621
 JY1621:                Primary Azimuth Mark                     Grid Az
 JY1621:SPC OH S     -  FRANK 17 AZ MK                           172 27 00.2
 JY1621:UTM  17      -  FRANK 17 AZ MK                           173 24 52.5
 JY1621
 JY1621|---------------------------------------------------------------------|
 JY1621| PID    Reference Object                     Distance      Geod. Az  |
 JY1621|                                                           dddmmss.s |
 JY1621| JY1622 FRANK 17 AZ MK                      APPROX. 0.5 KM 1720754.4 |
 JY1621|---------------------------------------------------------------------|
 JY1621
 JY1621                          SUPERSEDED SURVEY CONTROL
 JY1621
 JY1621  ELLIP H (04/01/98)  186.08   (m)                       GP(       ) 4 1
 JY1621  NAD 83(1986)-  39 50 46.02092(N)    083 00 05.81947(W) AD(       ) 1
 JY1621  NGVD 29 (09/26/89)  220.1    (m)          722.     (f) GPS OBS        
 JY1621
 JY1621.Superseded values are not recommended for survey control.
 JY1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1621.See file dsdata.txt to determine how the superseded data were derived.
 JY1621
 JY1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2875312595(NAD 83)
 JY1621_MARKER: I = METAL ROD
 JY1621_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1621_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1621_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1621+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1621
 JY1621  HISTORY     - Date     Condition        Report By
 JY1621  HISTORY     - 1987     MONUMENTED       OH-049
 JY1621
 JY1621                          STATION DESCRIPTION
 JY1621
 JY1621'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1621'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI)
 JY1621'SOUTH OF COLUMBUS, ON U.S. ROUTE 23,
 JY1621'1.6 KM (1.0 MI) NORTH OF SHADEVILLE,
 JY1621'0.8 KM (0.5 MI) NORTH OF THE ENTRANCE TO SCIOTO DOWNS RACETRACK ON
 JY1621'U.S. ROUTE 23.
 JY1621'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1621'
 JY1621'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 270 AND
 JY1621'U.S. ROUTE 23 AT INTERCHANGE 52 IN HAMILTON TOWNSHIP, GO
 JY1621'SOUTH FOR 1.4 KM (0.9 MI) ON U.S. ROUTE 23 TO RATHMELL ROAD ON THE
 JY1621'LEFT.
 JY1621'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.9 KM (1.2 MI) ON U.S.
 JY1621'ROUTE 23 TO THE STATION ON THE LEFT IN THE CENTER MEDIAN OF U.S.
 JY1621'ROUTE 23, JUST SOUTH OF THE CROSSOVER LANE BETWEEN THE NORTH AND
 JY1621'SOUTH BOUND LANES.
 JY1621'
 JY1621'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1621'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 17 1987---, AND IS
 JY1621'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1621'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 17.1 METERS (56 FT) AND
 JY1621'IS RECESSED 8 CM BELOW GROUND.  LOCATED 1.2 METERS
 JY1621'(4.1 FT) EAST FROM THE EAST EDGE OF THE SOUTH BOUND PAVING, 6.4
 JY1621'METERS (20.9 FT) WEST FROM THE WEST EDGE OF THE NORTH BOUND PAVING,
 JY1621'55.5 METERS (182.1 FT) SOUTH FROM THE SOUTH END OF A CONCRETE
 JY1621'CULVERT PIPE, 23.0 METERS (75.6 FT) EAST-SOUTHEAST FROM THE EDGE OF
 JY1621'A POWER POLE ON THE WEST SIDE OF U.S. ROUTE 23, 0.9 METERS (3 FT)
 JY1621'WEST FROM A FRANKLIN COUNTY ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1622 ***********************************************************************
 JY1622  DESIGNATION -  FRANK 17 AZ MK
 JY1622  PID         -  JY1622
 JY1622  STATE/COUNTY-  OH/FRANKLIN
 JY1622  USGS QUAD   -  COMMERCIAL POINT (1988)
 JY1622
 JY1622                         *CURRENT SURVEY CONTROL
 JY1622  ___________________________________________________________________
 JY1622* NAD 83(1995)-  39 50 28.70846(N)    083 00 02.71392(W)     ADJUSTED  
 JY1622* NAVD 88     -       219.8    (meters)     721.     (feet)  VERTCON   
 JY1622  ___________________________________________________________________
 JY1622  X           -     597,602.428 (meters)                     COMP
 JY1622  Y           -  -4,867,610.668 (meters)                     COMP
 JY1622  Z           -   4,064,591.287 (meters)                     COMP
 JY1622  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 JY1622  ELLIP HEIGHT-         185.97  (meters)          (10/07/05) GPS OBS
 JY1622  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JY1622
 JY1622  HORZ ORDER  -  FIRST
 JY1622  ELLP ORDER  -  FOURTH    CLASS I
 JY1622
 JY1622.The horizontal coordinates were established by GPS observations
 JY1622.and adjusted by the National Geodetic Survey in April 1998..
 JY1622
 JY1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1622
 JY1622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1622
 JY1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1622
 JY1622.The ellipsoidal height was determined by GPS observations
 JY1622.and is referenced to NAD 83.
 JY1622
 JY1622.The geoid height was determined by GEOID03.
 JY1622
 JY1622;                    North         East     Units Scale Factor Converg.
 JY1622;SPC OH S     -   204,532.027   557,141.479   MT  0.99996765   -0 19 03.9
 JY1622;UTM  17      - 4,412,059.473   328,815.256   MT  0.99996078   -1 16 55.6
 JY1622
 JY1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1622!SPC OH S     -   0.99997083  x   0.99996765  =   0.99993848
 JY1622!UTM  17      -   0.99997083  x   0.99996078  =   0.99993161
 JY1622
 JY1622:                Primary Azimuth Mark                     Grid Az
 JY1622:SPC OH S     -  FRANK 17                                 352 27 00.3
 JY1622:UTM  17      -  FRANK 17                                 353 24 52.0
 JY1622
 JY1622|---------------------------------------------------------------------|
 JY1622| PID    Reference Object                     Distance      Geod. Az  |
 JY1622|                                                           dddmmss.s |
 JY1622| JY1621 FRANK 17                            APPROX. 0.5 KM 3520756.4 |
 JY1622|---------------------------------------------------------------------|
 JY1622
 JY1622                          SUPERSEDED SURVEY CONTROL
 JY1622
 JY1622  ELLIP H (04/01/98)  185.98   (m)                       GP(       ) 4 1
 JY1622  NAD 83(1986)-  39 50 28.71541(N)    083 00 02.71705(W) AD(       ) 1
 JY1622  NGVD 29 (09/26/89)  220.0    (m)          722.     (f) GPS OBS        
 JY1622
 JY1622.Superseded values are not recommended for survey control.
 JY1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1622.See file dsdata.txt to determine how the superseded data were derived.
 JY1622
 JY1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2881512059(NAD 83)
 JY1622_MARKER: DD = SURVEY DISK
 JY1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1622_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1622+STABILITY: SURFACE MOTION
 JY1622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1622+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1622
 JY1622  HISTORY     - Date     Condition        Report By
 JY1622  HISTORY     - 1987     MONUMENTED       OH-049
 JY1622
 JY1622                          STATION DESCRIPTION
 JY1622
 JY1622'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1622'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI)
 JY1622'SOUTH OF COLUMBUS, ON U.S. ROUTE 23, 1.0 KM (0.6 MI) NORTH OF
 JY1622'SHADEVILLE, 0.3 KM (0.2 MI) NORTH OF THE ENTRANCE TO THE SCIOTO
 JY1622'DOWNS RACETRACK.
 JY1622'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1622'
 JY1622'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 270 AND
 JY1622'U.S. HIGHWAY 23 AT INTERCHANGE 52 IN HAMILTON TOWNSHIP, GO
 JY1622'SOUTH FOR 1.5 KM (0.9 MI) ON U.S. HIGHWAY 23 TO RATHMELL ROAD ON
 JY1622'THE LEFT.
 JY1622'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 2.4 KM (1.5 MI) ON U.S.
 JY1622'HIGHWAY 23 TO THE STATION ON THE LEFT IN THE CENTER MEDIAN AT THE
 JY1622'EMPLOYEES AND HORSEMANS ENTRANCE TO THE SCIOTO DOWNS RACETRACK.
 JY1622'
 JY1622'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 17 AZ MK
 JY1622'1987---,SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1622'DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED 2.2 METERS (7.3 FT)
 JY1622'NORTH FROM A METAL POLE WITH A SIGN MARKED--KEEP RIGHT--, 3.7
 JY1622'METERS (12.1 FT) EAST FROM THE EAST EDGE OF THE SOUTHBOUND LANE,
 JY1622'2.2 METERS (7.1 FT) WEST FROM THE WEST EDGE OF THE NORTHBOUND LANE,
 JY1622'21.0 METERS (68.8 FT) WEST-SOUTHWEST FROM THE NORTHWEST CORNER OF
 JY1622'THE SOUTH IRON GATE POST AT THE EMPLOYEES ENTRANCE, 6.2 METERS (20.4
 JY1622'FT) SOUTH-SOUTHEAST FROM THE NORTH POINT OF THE GRASS MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1623 ***********************************************************************
 JY1623  DESIGNATION -  FRANK 19
 JY1623  PID         -  JY1623
 JY1623  STATE/COUNTY-  OH/FRANKLIN
 JY1623  USGS QUAD   -  HARRISBURG (1984)
 JY1623
 JY1623                         *CURRENT SURVEY CONTROL
 JY1623  ___________________________________________________________________
 JY1623* NAD 83(1995)-  39 51 03.60795(N)    083 10 02.98593(W)     ADJUSTED  
 JY1623* NAVD 88     -       260.5    (meters)     855.     (feet)  VERTCON   
 JY1623  ___________________________________________________________________
 JY1623  X           -     583,355.883 (meters)                     COMP
 JY1623  Y           -  -4,868,675.625 (meters)                     COMP
 JY1623  Z           -   4,065,443.957 (meters)                     COMP
 JY1623  LAPLACE CORR-          -7.68  (seconds)                    DEFLEC99
 JY1623  ELLIP HEIGHT-         226.92  (meters)          (10/07/05) GPS OBS
 JY1623  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 JY1623
 JY1623  HORZ ORDER  -  FIRST
 JY1623  ELLP ORDER  -  FOURTH    CLASS I
 JY1623
 JY1623.The horizontal coordinates were established by GPS observations
 JY1623.and adjusted by the National Geodetic Survey in April 1998..
 JY1623
 JY1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1623
 JY1623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1623
 JY1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1623
 JY1623.The ellipsoidal height was determined by GPS observations
 JY1623.and is referenced to NAD 83.
 JY1623
 JY1623.The geoid height was determined by GEOID03.
 JY1623
 JY1623;                    North         East     Units Scale Factor Converg.
 JY1623;SPC OH S     -   205,700.656   542,878.529   MT  0.99996901   -0 25 24.7
 JY1623;UTM  17      - 4,413,468.199   314,573.681   MT  1.00002331   -1 23 21.5
 JY1623
 JY1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1623!SPC OH S     -   0.99996440  x   0.99996901  =   0.99993341
 JY1623!UTM  17      -   0.99996440  x   1.00002331  =   0.99998771
 JY1623
 JY1623|---------------------------------------------------------------------|
 JY1623| PID    Reference Object                     Distance      Geod. Az  |
 JY1623|                                                           dddmmss.s |
 JY1623| JY1624 FRANK 19 AZ MK                      375.927 METERS 10058     |
 JY1623|---------------------------------------------------------------------|
 JY1623
 JY1623                          SUPERSEDED SURVEY CONTROL
 JY1623
 JY1623  ELLIP H (04/01/98)  226.93   (m)                       GP(       ) 4 1
 JY1623  NAD 83(1986)-  39 51 03.61322(N)    083 10 02.98885(W) AD(       ) 1
 JY1623  NGVD 29 (09/26/89)  260.7    (m)          855.     (f) GPS OBS        
 JY1623
 JY1623.Superseded values are not recommended for survey control.
 JY1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1623.See file dsdata.txt to determine how the superseded data were derived.
 JY1623
 JY1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1457413468(NAD 83)
 JY1623_MARKER: I = METAL ROD
 JY1623_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1623_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1623_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1623+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1623
 JY1623  HISTORY     - Date     Condition        Report By
 JY1623  HISTORY     - 1987     MONUMENTED       OH-049
 JY1623
 JY1623                          STATION DESCRIPTION
 JY1623
 JY1623'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1623'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 JY1623'EAST OF DARBYDALE, ON HIGHWAY 665,
 JY1623'4.3 KM (2.7 MI) NORTH OF HARRISBURG,
 JY1623'3.2 KM (2.0 MI) NORTHWEST OF THE JUNCTION OF INTERSTATE 71 AND U.S.
 JY1623'ROUTE 62 AT INTERCHANGE 94 IN PLEASANT TOWNSHIP.
 JY1623'OWNERSHIP--STATE OF OHIO.
 JY1623'
 JY1623'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 665 AND
 JY1623'NORTON ROAD IN DARBYDALE, GO EAST FOR 1.9 KM (1.2 MI) ON HIGHWAY
 JY1623'665 TO THE COMMUNITY GARDENS TRAILER COURT ON THE LEFT AND THE
 JY1623'STATION ON THE RIGHT AT THE EAST SIDE OF THE DRIVEWAY TO HOUSE
 JY1623'NUMBER 6291.
 JY1623'
 JY1623'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1623'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 19 1987---, AND IS
 JY1623'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1623'STAINLESS STEEL ROD DRIVED TO THE DEPTH OF 14.6 METERS (48 FT) AND
 JY1623'IS RECESSED 7.6 CM BELOW GROUND.  LOCATED 11.9 METERS (39.2 FT)
 JY1623'EAST FROM THE EDGE OF A 4 INCH DIAMETER EVERGREEN TREE ON THE WEST
 JY1623'SIDE OF DRIVEWAY TO HOUSE NUMBER 6291, 3.2 METERS (10.6 FT)
 JY1623'NORTHEAST FROM THE EDGE OF A 4 INCH DIAMETER EVERGREEN TREE ON THE
 JY1623'EAST SIDE OF DRIVEWAY TO HOUSE NUMBER 6291, 3.6 METERS (11.9 FT)
 JY1623'SOUTH-SOUTHWEST FROM THE SOUTH EDGE OF THE ROAD PAVING, 2.3 METERS
 JY1623'(7.5 FT) EAST-SOUTHEAST FROM THE EAST EDGE OF PAVED DRIVEWAY TO
 JY1623'HOUSE NUMBER 6291, 0.6 METERS (2 FT) NORTH FROM A FRANKLIN COUNTY
 JY1623'ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1624 ***********************************************************************
 JY1624  DESIGNATION -  FRANK 19 AZ MK
 JY1624  PID         -  JY1624
 JY1624  STATE/COUNTY-  OH/FRANKLIN
 JY1624  USGS QUAD   -  HARRISBURG (1984)
 JY1624
 JY1624                         *CURRENT SURVEY CONTROL
 JY1624  ___________________________________________________________________
 JY1624* NAD 83(1995)-  39 51 01.28735(N)    083 09 47.46138(W)     ADJUSTED  
 JY1624* NAVD 88     -       261.5    (meters)     858.     (feet)  VERTCON   
 JY1624  ___________________________________________________________________
 JY1624  X           -     583,727.874 (meters)                     COMP
 JY1624  Y           -  -4,868,678.005 (meters)                     COMP
 JY1624  Z           -   4,065,389.649 (meters)                     COMP
 JY1624  LAPLACE CORR-          -7.81  (seconds)                    DEFLEC99
 JY1624  ELLIP HEIGHT-         227.92  (meters)          (10/07/05) GPS OBS
 JY1624  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JY1624
 JY1624  HORZ ORDER  -  FIRST
 JY1624  ELLP ORDER  -  FOURTH    CLASS I
 JY1624
 JY1624.The horizontal coordinates were established by GPS observations
 JY1624.and adjusted by the National Geodetic Survey in April 1998..
 JY1624
 JY1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1624
 JY1624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1624
 JY1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1624
 JY1624.The ellipsoidal height was determined by GPS observations
 JY1624.and is referenced to NAD 83.
 JY1624
 JY1624.The geoid height was determined by GEOID03.
 JY1624
 JY1624;                    North         East     Units Scale Factor Converg.
 JY1624;SPC OH S     -   205,626.368   543,247.032   MT  0.99996892   -0 25 14.9
 JY1624;UTM  17      - 4,413,387.707   314,940.899   MT  1.00002163   -1 23 11.5
 JY1624
 JY1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1624!SPC OH S     -   0.99996424  x   0.99996892  =   0.99993317
 JY1624!UTM  17      -   0.99996424  x   1.00002163  =   0.99998587
 JY1624
 JY1624|---------------------------------------------------------------------|
 JY1624| PID    Reference Object                     Distance      Geod. Az  |
 JY1624|                                                           dddmmss.s |
 JY1624| JY1623 FRANK 19                            375.927 METERS 28059     |
 JY1624|---------------------------------------------------------------------|
 JY1624
 JY1624                          SUPERSEDED SURVEY CONTROL
 JY1624
 JY1624  ELLIP H (04/01/98)  227.93   (m)                       GP(       ) 4 1
 JY1624  NAD 83(1986)-  39 51 01.29254(N)    083 09 47.46420(W) AD(       ) 1
 JY1624  NGVD 29 (09/26/89)  261.7    (m)          859.     (f) GPS OBS        
 JY1624
 JY1624.Superseded values are not recommended for survey control.
 JY1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1624.See file dsdata.txt to determine how the superseded data were derived.
 JY1624
 JY1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1494113388(NAD 83)
 JY1624_MARKER: DD = SURVEY DISK
 JY1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1624+STABILITY: SURFACE MOTION
 JY1624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1624+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1624
 JY1624  HISTORY     - Date     Condition        Report By
 JY1624  HISTORY     - 1987     MONUMENTED       OH-049
 JY1624
 JY1624                          STATION DESCRIPTION
 JY1624
 JY1624'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1624'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 JY1624'EAST OF DARBYDALE, ON HIGHWAY 665,
 JY1624'4.3 KM (2.7 MI) NORTH OF HARRISBURG,
 JY1624'3.2 KM (2.0 MI) NORTHWEST OF THE JUNCTION OF INTERSTATE 71 AND U.S.
 JY1624'ROUTE 62 AT INTERCHANGE 94 IN PLEASANT TOWNSHIP.
 JY1624'OWNERSHIP--STATE OF OHIO.
 JY1624'
 JY1624'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 665 AND
 JY1624'NORTON ROAD IN DARBYDALE, GO EAST FOR 2.3 KM (1.45 MI) ON HIGHWAY
 JY1624'665 TO THE PLEASANT ACRES TRAILER PARK ON THE LEFT AND THE STATION
 JY1624'ON THE LEFT AT THE EAST SIDE OF THE ENTRANCE DRIVEWAY TO THE
 JY1624'TRAILER PARK.
 JY1624'
 JY1624'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 19 AZ MK
 JY1624'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1624'DIAMETER RECESSED 6 CM BELOW GROUND.  LOCATED 13.1 METERS (43.O FT)
 JY1624'NORTH-NORTHWEST FROM THE CENTER OF A FOUR TRUNKED MAPLE TREE, 9.4
 JY1624'METERS (30.8 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF HOUSE
 JY1624'NUMBER 6100, 19.6 METERS (64.3 FT) EAST-SOUTHEAST FROM THE
 JY1624'SOUTHEAST CORNER OF A SLATE STONE SIGN BASE, 12.3 METERS (40.5 FT)
 JY1624'NORTH-NORTHWEST FROM THE FENCE POST AT THE SOUTH END OF A
 JY1624'NORTH-SOUTH WIRE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1625 ***********************************************************************
 JY1625  DESIGNATION -  FRANK 20
 JY1625  PID         -  JY1625
 JY1625  STATE/COUNTY-  OH/FRANKLIN
 JY1625  USGS QUAD   -  HARRISBURG (1984)
 JY1625
 JY1625                         *CURRENT SURVEY CONTROL
 JY1625  ___________________________________________________________________
 JY1625* NAD 83(1995)-  39 51 00.97520(N)    083 13 03.29404(W)     ADJUSTED  
 JY1625* NAVD 88     -       279.1    (meters)     916.     (feet)  VERTCON   
 JY1625  ___________________________________________________________________
 JY1625  X           -     579,107.504 (meters)                     COMP
 JY1625  Y           -  -4,869,249.605 (meters)                     COMP
 JY1625  Z           -   4,065,393.574 (meters)                     COMP
 JY1625  LAPLACE CORR-          -6.20  (seconds)                    DEFLEC99
 JY1625  ELLIP HEIGHT-         245.58  (meters)          (10/07/05) GPS OBS
 JY1625  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JY1625
 JY1625  HORZ ORDER  -  FIRST
 JY1625  ELLP ORDER  -  FOURTH    CLASS I
 JY1625
 JY1625.The horizontal coordinates were established by GPS observations
 JY1625.and adjusted by the National Geodetic Survey in April 1998..
 JY1625
 JY1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1625
 JY1625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1625
 JY1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1625
 JY1625.The ellipsoidal height was determined by GPS observations
 JY1625.and is referenced to NAD 83.
 JY1625
 JY1625.The geoid height was determined by GEOID03.
 JY1625
 JY1625;                    North         East     Units Scale Factor Converg.
 JY1625;SPC OH S     -   205,652.333   538,591.860   MT  0.99996891   -0 27 19.2
 JY1625;UTM  17      - 4,413,492.149   310,286.531   MT  1.00004311   -1 25 17.1
 JY1625
 JY1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1625!SPC OH S     -   0.99996147  x   0.99996891  =   0.99993039
 JY1625!UTM  17      -   0.99996147  x   1.00004311  =   1.00000458
 JY1625
 JY1625|---------------------------------------------------------------------|
 JY1625| PID    Reference Object                     Distance      Geod. Az  |
 JY1625|                                                           dddmmss.s |
 JY1625| JY1626 FRANK 20 AZ MK                      272.917 METERS 08913     |
 JY1625|---------------------------------------------------------------------|
 JY1625
 JY1625                          SUPERSEDED SURVEY CONTROL
 JY1625
 JY1625  ELLIP H (04/01/98)  245.59   (m)                       GP(       ) 4 1
 JY1625  NAD 83(1986)-  39 51 00.98017(N)    083 13 03.29724(W) AD(       ) 1
 JY1625  NGVD 29 (09/26/89)  279.3    (m)          916.     (f) GPS OBS        
 JY1625
 JY1625.Superseded values are not recommended for survey control.
 JY1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1625.See file dsdata.txt to determine how the superseded data were derived.
 JY1625
 JY1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1028713492(NAD 83)
 JY1625_MARKER: I = METAL ROD
 JY1625_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1625_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1625_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1625+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1625
 JY1625  HISTORY     - Date     Condition        Report By
 JY1625  HISTORY     - 1987     MONUMENTED       OH-049
 JY1625
 JY1625                          STATION DESCRIPTION
 JY1625
 JY1625'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1625'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 JY1625'WEST OF DARBYDALE, ON HIGHWAY 665,
 JY1625'5.6 KM (3.5 MI) NORTHWEST OF HARRISBURG,
 JY1625'4.8 KM (3.0 MI) NORTHEAST OF THE SOUTHWEST CORNER OF FRANKLIN
 JY1625'COUNTY.
 JY1625'OWNERSHIP--STATE OF OHIO.
 JY1625'
 JY1625'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 665 AND THE
 JY1625'HARRISBURG-GEORGESVILLE ROAD IN DARBYDALE, GO
 JY1625'WEST FOR 2.5 KM (1.55 MI) ON HIGHWAY 665 TO THE STATION ON THE LEFT
 JY1625'JUST WEST OF A DRIVEWAY TO A TWO STORY WHITE FRAME HOUSE ON THE
 JY1625'LEFT NEAR A SHARP BEND TO THE RIGHT IN HIGHWAY 665.
 JY1625'
 JY1625'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1625'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 20 1987---, AND IS
 JY1625'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1625'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 1.8 METERS (6 FT) AND IS
 JY1625'RECESSED 10.5 CM BELOW GROUND.  LOCATED 18.7 METERS (61.2 FT)
 JY1625'NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF A BLOCK SHED, 4.7
 JY1625'METERS (15.3 FT) SOUTHEAST FROM THE CENTER OF A POWER POLE, 22.2
 JY1625'METERS (72.9 FT) SOUTH-SOUTHEAST FROM A TELEPHONE POLE ON THE NORTH
 JY1625'SIDE OF HIGHWAY 665, 18.0 METERS (59.0 FT) EAST FROM A PK NAIL IN A
 JY1625'TREE, 3.2 METERS (10.4 FT) SOUTH FROM THE SOUTH EDGE OF ROAD
 JY1625'PAVING, 0.6 METERS (2 FT) EAST FROM A FRANKLIN COUNTY ENGINEER
 JY1625'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1626 ***********************************************************************
 JY1626  DESIGNATION -  FRANK 20 AZ MK
 JY1626  PID         -  JY1626
 JY1626  STATE/COUNTY-  OH/FRANKLIN
 JY1626  USGS QUAD   -  HARRISBURG (1984)
 JY1626
 JY1626                         *CURRENT SURVEY CONTROL
 JY1626  ___________________________________________________________________
 JY1626* NAD 83(1995)-  39 51 01.09676(N)    083 12 51.81461(W)     ADJUSTED  
 JY1626* NAVD 88     -       275.3    (meters)     903.     (feet)  VERTCON   
 JY1626  ___________________________________________________________________
 JY1626  X           -     579,377.865 (meters)                     COMP
 JY1626  Y           -  -4,869,212.070 (meters)                     COMP
 JY1626  Z           -   4,065,394.004 (meters)                     COMP
 JY1626  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 JY1626  ELLIP HEIGHT-         241.76  (meters)          (10/07/05) GPS OBS
 JY1626  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JY1626
 JY1626  HORZ ORDER  -  FIRST
 JY1626  ELLP ORDER  -  FOURTH    CLASS I
 JY1626
 JY1626.The horizontal coordinates were established by GPS observations
 JY1626.and adjusted by the National Geodetic Survey in April 1998..
 JY1626
 JY1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1626
 JY1626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1626
 JY1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1626
 JY1626.The ellipsoidal height was determined by GPS observations
 JY1626.and is referenced to NAD 83.
 JY1626
 JY1626.The geoid height was determined by GEOID03.
 JY1626
 JY1626;                    North         East     Units Scale Factor Converg.
 JY1626;SPC OH S     -   205,653.918   538,864.765   MT  0.99996892   -0 27 11.9
 JY1626;UTM  17      - 4,413,489.133   310,559.444   MT  1.00004183   -1 25 09.7
 JY1626
 JY1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1626!SPC OH S     -   0.99996207  x   0.99996892  =   0.99993100
 JY1626!UTM  17      -   0.99996207  x   1.00004183  =   1.00000390
 JY1626
 JY1626|---------------------------------------------------------------------|
 JY1626| PID    Reference Object                     Distance      Geod. Az  |
 JY1626|                                                           dddmmss.s |
 JY1626| JY1625 FRANK 20                            272.917 METERS 26913     |
 JY1626|---------------------------------------------------------------------|
 JY1626
 JY1626                          SUPERSEDED SURVEY CONTROL
 JY1626
 JY1626  ELLIP H (04/01/98)  241.78   (m)                       GP(       ) 4 1
 JY1626  NAD 83(1986)-  39 51 01.10174(N)    083 12 51.81823(W) AD(       ) 1
 JY1626  NGVD 29 (09/26/89)  275.5    (m)          904.     (f) GPS OBS        
 JY1626
 JY1626.Superseded values are not recommended for survey control.
 JY1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1626.See file dsdata.txt to determine how the superseded data were derived.
 JY1626
 JY1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1055913489(NAD 83)
 JY1626_MARKER: DD = SURVEY DISK
 JY1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1626+STABILITY: SURFACE MOTION
 JY1626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1626+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1626
 JY1626  HISTORY     - Date     Condition        Report By
 JY1626  HISTORY     - 1987     MONUMENTED       OH-049
 JY1626
 JY1626                          STATION DESCRIPTION
 JY1626
 JY1626'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1626'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 JY1626'WEST OF DARBYDALE, ON HIGHWAY 665,
 JY1626'5.6 KM (3.5 MI) NORTHWEST OF HARRISBURG,
 JY1626'4.8 KM (3.0 MI) NORTHEAST OF THE SOUTHWEST CORNER OF FRANKLIN
 JY1626'COUNTY.
 JY1626'OWNERSHIP--STATE OF OHIO.
 JY1626'
 JY1626'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 665 AND THE
 JY1626'HARRISBURG-GEORGESVILLE ROAD IN DARBYDALE, GO
 JY1626'WEST FOR 2.2 KM (1.35 MI) ON HIGHWAY 665 TO THE STATION ON THE
 JY1626'RIGHT IN FRONT OF HOUSE NUMBER 8034.
 JY1626'
 JY1626'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 20 AZ MK
 JY1626'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1626'DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED 2.0 METERS (6.4 FT)
 JY1626'NORTH-NORTHEAST FROM A METAL MAILBOX POST FOR HOUSE NUMBER 8034,
 JY1626'3.9 METERS (12.7 FT) SOUTHWEST FROM A FENCE POST AT THE EAST END OF
 JY1626'AN EAST-WEST FENCE LINE, 6.5 METERS (21.2 FT) NORTH FROM THE
 JY1626'CENTERLINE OF HIGHWAY 665, 9.9 METERS (32.6 FT) WEST FROM A POWER
 JY1626'POLE ON THE EAST SIDE OF THE DRIVEWAY TO HOUSE NUMBER 8034.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1627 ***********************************************************************
 JY1627  DESIGNATION -  FRANK 23
 JY1627  PID         -  JY1627
 JY1627  STATE/COUNTY-  OH/FRANKLIN
 JY1627  USGS QUAD   -  GALLOWAY (1994)
 JY1627
 JY1627                         *CURRENT SURVEY CONTROL
 JY1627  ___________________________________________________________________
 JY1627* NAD 83(1995)-  39 53 43.86319(N)    083 12 09.39003(W)     ADJUSTED  
 JY1627* NAVD 88     -       280.9    (meters)     922.     (feet)  VERTCON   
 JY1627  ___________________________________________________________________
 JY1627  X           -     579,998.931 (meters)                     COMP
 JY1627  Y           -  -4,865,901.248 (meters)                     COMP
 JY1627  Z           -   4,069,250.494 (meters)                     COMP
 JY1627  LAPLACE CORR-          -6.28  (seconds)                    DEFLEC99
 JY1627  ELLIP HEIGHT-         247.35  (meters)          (10/07/05) GPS OBS
 JY1627  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JY1627
 JY1627  HORZ ORDER  -  FIRST
 JY1627  ELLP ORDER  -  FOURTH    CLASS I
 JY1627
 JY1627.The horizontal coordinates were established by GPS observations
 JY1627.and adjusted by the National Geodetic Survey in April 1998..
 JY1627
 JY1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1627
 JY1627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1627
 JY1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1627
 JY1627.The ellipsoidal height was determined by GPS observations
 JY1627.and is referenced to NAD 83.
 JY1627
 JY1627.The geoid height was determined by GEOID03.
 JY1627
 JY1627;                    North         East     Units Scale Factor Converg.
 JY1627;SPC OH S     -   210,665.801   539,912.289   MT  0.99997564   -0 26 44.9
 JY1627;UTM  17      - 4,418,482.963   311,691.452   MT  1.00003656   -1 24 47.3
 JY1627
 JY1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1627!SPC OH S     -   0.99996120  x   0.99997564  =   0.99993684
 JY1627!UTM  17      -   0.99996120  x   1.00003656  =   0.99999776
 JY1627
 JY1627:                Primary Azimuth Mark                     Grid Az
 JY1627:SPC OH S     -  FRANK 23 AZ MK                           330 28 59.7
 JY1627:UTM  17      -  FRANK 23 AZ MK                           331 27 02.1
 JY1627
 JY1627|---------------------------------------------------------------------|
 JY1627| PID    Reference Object                     Distance      Geod. Az  |
 JY1627|                                                           dddmmss.s |
 JY1627| JY1628 FRANK 23 AZ MK                      438.564 METERS 3300214.8 |
 JY1627|---------------------------------------------------------------------|
 JY1627
 JY1627                          SUPERSEDED SURVEY CONTROL
 JY1627
 JY1627  ELLIP H (04/01/98)  247.36   (m)                       GP(       ) 4 1
 JY1627  NAD 83(1986)-  39 53 43.86812(N)    083 12 09.39389(W) AD(       ) 1
 JY1627  NGVD 29 (09/26/89)  281.1    (m)          922.     (f) GPS OBS        
 JY1627
 JY1627.Superseded values are not recommended for survey control.
 JY1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1627.See file dsdata.txt to determine how the superseded data were derived.
 JY1627
 JY1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1169118483(NAD 83)
 JY1627_MARKER: I = METAL ROD
 JY1627_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1627_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1627_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1627+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1627
 JY1627  HISTORY     - Date     Condition        Report By
 JY1627  HISTORY     - 1987     MONUMENTED       OH-049
 JY1627
 JY1627                          STATION DESCRIPTION
 JY1627
 JY1627'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1627'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 JY1627'EAST OF GEORGESVILLE, AT THE INTERSECTION OF DARBY CREEK DRIVE AND
 JY1627'ALKIRE ROAD,
 JY1627'4.8 KM (3.0 MI) NORTHWEST OF DARBYDALE,
 JY1627'5.6 KM (3.5 MI) WEST-SOUTHWEST OF THE BOLTON FIELD AIRPORT IN
 JY1627'SOUTHWEST COLUMBUS.
 JY1627'OWNERSHIP--FRANKLIN COUNTY.
 JY1627'
 JY1627'TO REACH THE STATION FROM THE INTERSECTION OF ALKIRE ROAD AND
 JY1627'GARDNER ROAD IN GEORGESVILLE, GO EAST FOR 0.1 KM (0.05 MI) ON
 JY1627'ALKIRE ROAD TO THE BRIDGE OVER BIG DARBY CREEK.  CONTINUE STRAIGHT
 JY1627'AHEAD ACROSS THE BRIDGE AND GO EAST FOR 1.3 KM (0.8 MI) ON ALKIRE
 JY1627'ROAD TO THE STATION ON THE RIGHT JUST WEST OF DARBY CREEK DRIVE AND
 JY1627'IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 JY1627'
 JY1627'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1627'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 23 1987---, AND IS
 JY1627'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1627'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 6.1 METERS (20 FT) AND
 JY1627'IS RECESSED 10 CM BELOW GROUND.  LOCATED 7.9 METERS (26.0 FT)
 JY1627'EAST-NORTHEAST FROM A POWER POLE, 3.9 METERS (12.8 FT)
 JY1627'SOUTH-SOUTHWEST FROM A METAL STREET SIGN POLE, 28.8 METERS (94.55
 JY1627'FT) SOUTH-SOUTHEAST FROM A FOUR FEET HIGH CONCRETE POST, 28.9
 JY1627'METERS (94.8 FT) SOUTHWEST FROM A POWER POLE AT THE NORTHEAST
 JY1627'CORNER OF THE ROAD INTERSECTION, 0.6 METERS (2 FT) NORTHEAST FROM A
 JY1627'FRANKLIN COUNTY ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1628 ***********************************************************************
 JY1628  DESIGNATION -  FRANK 23 AZ MK
 JY1628  PID         -  JY1628
 JY1628  STATE/COUNTY-  OH/FRANKLIN
 JY1628  USGS QUAD   -  GALLOWAY (1994)
 JY1628
 JY1628                         *CURRENT SURVEY CONTROL
 JY1628  ___________________________________________________________________
 JY1628* NAD 83(1995)-  39 53 56.18220(N)    083 12 18.61039(W)     ADJUSTED  
 JY1628* NAVD 88     -       280.1    (meters)     919.     (feet)  VERTCON   
 JY1628  ___________________________________________________________________
 JY1628  X           -     579,752.502 (meters)                     COMP
 JY1628  Y           -  -4,865,684.498 (meters)                     COMP
 JY1628  Z           -   4,069,541.435 (meters)                     COMP
 JY1628  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 JY1628  ELLIP HEIGHT-         246.47  (meters)          (10/07/05) GPS OBS
 JY1628  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JY1628
 JY1628  HORZ ORDER  -  FIRST
 JY1628  ELLP ORDER  -  FOURTH    CLASS I
 JY1628
 JY1628.The horizontal coordinates were established by GPS observations
 JY1628.and adjusted by the National Geodetic Survey in April 1998..
 JY1628
 JY1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1628
 JY1628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1628
 JY1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1628
 JY1628.The ellipsoidal height was determined by GPS observations
 JY1628.and is referenced to NAD 83.
 JY1628
 JY1628.The geoid height was determined by GEOID03.
 JY1628
 JY1628;                    North         East     Units Scale Factor Converg.
 JY1628;SPC OH S     -   211,047.436   539,696.223   MT  0.99997618   -0 26 50.8
 JY1628;UTM  17      - 4,418,868.215   311,481.847   MT  1.00003754   -1 24 53.6
 JY1628
 JY1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1628!SPC OH S     -   0.99996134  x   0.99997618  =   0.99993752
 JY1628!UTM  17      -   0.99996134  x   1.00003754  =   0.99999887
 JY1628
 JY1628:                Primary Azimuth Mark                     Grid Az
 JY1628:SPC OH S     -  FRANK 23                                 150 28 59.7
 JY1628:UTM  17      -  FRANK 23                                 151 27 02.5
 JY1628
 JY1628|---------------------------------------------------------------------|
 JY1628| PID    Reference Object                     Distance      Geod. Az  |
 JY1628|                                                           dddmmss.s |
 JY1628| JY1627 FRANK 23                            438.564 METERS 1500208.9 |
 JY1628|---------------------------------------------------------------------|
 JY1628
 JY1628                          SUPERSEDED SURVEY CONTROL
 JY1628
 JY1628  ELLIP H (04/01/98)  246.49   (m)                       GP(       ) 4 1
 JY1628  NAD 83(1986)-  39 53 56.18718(N)    083 12 18.61410(W) AD(       ) 1
 JY1628  NGVD 29 (09/26/89)  280.2    (m)          919.     (f) GPS OBS        
 JY1628
 JY1628.Superseded values are not recommended for survey control.
 JY1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1628.See file dsdata.txt to determine how the superseded data were derived.
 JY1628
 JY1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1148218868(NAD 83)
 JY1628_MARKER: DD = SURVEY DISK
 JY1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1628_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1628+STABILITY: SURFACE MOTION
 JY1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1628+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1628
 JY1628  HISTORY     - Date     Condition        Report By
 JY1628  HISTORY     - 1987     MONUMENTED       OH-049
 JY1628
 JY1628                          STATION DESCRIPTION
 JY1628
 JY1628'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1628'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 JY1628'EAST OF GEORGESVILLE, ON DARBY CREEK DRIVE,
 JY1628'4.8 KM (3.0 MI) NORTHWEST OF DARBYDALE,
 JY1628'5.6 KM (3.5 MI) WEST-SOUTHWEST OF THE BOLTON FIELD AIRPORT IN
 JY1628'SOUTHWEST COLUMBUS.
 JY1628'OWNERSHIP--FRANKLIN COUNTY.
 JY1628'
 JY1628'TO REACH THE STATION FROM THE INTERSECTION OF ALKIRE ROAD AND
 JY1628'GARDNER ROAD IN GEORGESVILLE, GO EAST FOR 0.1 KM (0.05 MI) ON
 JY1628'ALKIRE ROAD TO THE BRIDGE OVER BIG DARBY CREEK.  CONTINUE STRAIGHT
 JY1628'AHEAD ACROSS THE BRIDGE AND GO EAST FOR 1.3 KM (0.8 MI) ON ALKIRE
 JY1628'ROAD TO THE INTERSECTION OF DARBY CREEK DRIVE.
 JY1628'TURN LEFT AND GO NORTH FOR 0.4 KM (0.25 MI) ON DARBY CREEK DRIVE TO
 JY1628'THE STATION ON THE RIGHT ON THE EAST SIDE OF THE ROAD AND OPPOSITE
 JY1628'HOUSE NUMBER 2375 ON THE LEFT.
 JY1628'
 JY1628'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 23 AZ MK
 JY1628'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1628'DIAMETER RECESSED 11 CM BELOW GROUND.  LOCATED 6.3 METERS (20.6 FT)
 JY1628'SOUTH-SOUTHEAST FROM A POWER POLE ON THE EAST SIDE OF THE ROAD,
 JY1628'5.2 METERS (17.2 FT) EAST-NORTHEAST FROM THE EAST EDGE OF THE ROAD
 JY1628'PAVING, 24.4 METERS (80.2 FT) EAST-SOUTHEAST FROM A POWER POLE ON
 JY1628'THE WEST SIDE OF THE ROAD, 28.3 METERS (93.0 FT) NORTH FROM THE
 JY1628'INTERSECTION OF THE CENTERLINE OF THE DRIVE TO HOUSE NUMBER 2375
 JY1628'AND THE WEST EDGE OF DARBY CREEK DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1629 ***********************************************************************
 JY1629  DESIGNATION -  FRANK 24
 JY1629  PID         -  JY1629
 JY1629  STATE/COUNTY-  OH/FRANKLIN
 JY1629  USGS QUAD   -  COMMERCIAL POINT (1988)
 JY1629
 JY1629                         *CURRENT SURVEY CONTROL
 JY1629  ___________________________________________________________________
 JY1629* NAD 83(1995)-  39 52 14.05135(N)    083 07 16.55350(W)     ADJUSTED  
 JY1629* NAVD 88     -       270.1    (meters)     886.     (feet)  VERTCON   
 JY1629  ___________________________________________________________________
 JY1629  X           -     587,118.257 (meters)                     COMP
 JY1629  Y           -  -4,866,828.074 (meters)                     COMP
 JY1629  Z           -   4,067,117.839 (meters)                     COMP
 JY1629  LAPLACE CORR-          -8.17  (seconds)                    DEFLEC99
 JY1629  ELLIP HEIGHT-         236.44  (meters)          (10/07/05) GPS OBS
 JY1629  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JY1629
 JY1629  HORZ ORDER  -  FIRST
 JY1629  ELLP ORDER  -  FOURTH    CLASS I
 JY1629
 JY1629.The horizontal coordinates were established by GPS observations
 JY1629.and adjusted by the National Geodetic Survey in April 1998..
 JY1629
 JY1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1629
 JY1629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1629
 JY1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1629
 JY1629.The ellipsoidal height was determined by GPS observations
 JY1629.and is referenced to NAD 83.
 JY1629
 JY1629.The geoid height was determined by GEOID03.
 JY1629
 JY1629;                    North         East     Units Scale Factor Converg.
 JY1629;SPC OH S     -   207,844.937   546,849.684   MT  0.99997185   -0 23 39.1
 JY1629;UTM  17      - 4,415,545.324   318,580.593   MT  1.00000521   -1 21 36.8
 JY1629
 JY1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1629!SPC OH S     -   0.99996291  x   0.99997185  =   0.99993476
 JY1629!UTM  17      -   0.99996291  x   1.00000521  =   0.99996812
 JY1629
 JY1629:                Primary Azimuth Mark                     Grid Az
 JY1629:SPC OH S     -  FRANK 24 AZ MK                           274 01 59.9
 JY1629:UTM  17      -  FRANK 24 AZ MK                           274 59 57.6
 JY1629
 JY1629|---------------------------------------------------------------------|
 JY1629| PID    Reference Object                     Distance      Geod. Az  |
 JY1629|                                                           dddmmss.s |
 JY1629| JY1630 FRANK 24 AZ MK                      APPROX. 0.6 KM 2733820.8 |
 JY1629|---------------------------------------------------------------------|
 JY1629
 JY1629                          SUPERSEDED SURVEY CONTROL
 JY1629
 JY1629  ELLIP H (04/01/98)  236.45   (m)                       GP(       ) 4 1
 JY1629  NAD 83(1986)-  39 52 14.05641(N)    083 07 16.55619(W) AD(       ) 1
 JY1629  NGVD 29 (09/26/89)  270.3    (m)          887.     (f) GPS OBS        
 JY1629
 JY1629.Superseded values are not recommended for survey control.
 JY1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1629.See file dsdata.txt to determine how the superseded data were derived.
 JY1629
 JY1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1858115545(NAD 83)
 JY1629_MARKER: I = METAL ROD
 JY1629_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1629_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1629_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1629+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1629
 JY1629  HISTORY     - Date     Condition        Report By
 JY1629  HISTORY     - 1987     MONUMENTED       OH-049
 JY1629
 JY1629                          STATION DESCRIPTION
 JY1629
 JY1629'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1629'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 JY1629'SOUTHWEST OF GROVE CITY,
 JY1629'5.6 KM (3.5 MI) NORTHEAST OF DARBYDALE,
 JY1629'3.2 KM (2.0 MI) SOUTHEAST OF THE BOLTON FIELD AIRPORT IN SOUTHWEST
 JY1629'COLUMBUS.
 JY1629'OWNERSHIP--FRANKLIN COUNTY.
 JY1629'
 JY1629'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 62 AND
 JY1629'RENCH ROAD IN THE SOUTHWEST SECTION OF GROVE CITY, GO
 JY1629'WEST FOR 1.6 KM (1.0 MI) ON RENCH ROAD TO A 90 DEGREE BEND IN THE
 JY1629'ROAD TO THE SOUTH.
 JY1629'TURN LEFT AND GO SOUTH FOR 0.2 KM (0.1 MI) ON RENCH ROAD TO ANOTHER
 JY1629'90 DEGREE BEND IN THE ROAD TO THE WEST AND THE STATION ON THE LEFT
 JY1629'AT THE SOUTHEAST CORNER OF THE BEND IN THE ROAD.
 JY1629'
 JY1629'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1629'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 24 1987---, AND IS
 JY1629'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1629'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 11.0 METERS (36 FT) AND
 JY1629'IS RECESSED 8 CM BELOW GROUND.  LOCATED 7.8 METERS (25.7 FT)
 JY1629'SOUTHWEST FROM A POWER POLE, 4.6 METERS (15.0 FT) NORTHEAST FROM A
 JY1629'POWER POLE, 7.4 METERS (24.4 FT) EAST-NORTHEAST FROM A POWER POLE,
 JY1629'5.6 METERS (18.5 FT) SOUTH-SOUTHEAST FROM THE EAST EDGE OF THE
 JY1629'RENCH ROAD PAVING, 0.8 METERS (2.5 FT) WEST FROM A FRANKLIN COUNTY
 JY1629'ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1630 ***********************************************************************
 JY1630  DESIGNATION -  FRANK 24 AZ MK
 JY1630  PID         -  JY1630
 JY1630  STATE/COUNTY-  OH/FRANKLIN
 JY1630  USGS QUAD   -  HARRISBURG (1984)
 JY1630
 JY1630                         *CURRENT SURVEY CONTROL
 JY1630  ___________________________________________________________________
 JY1630* NAD 83(1995)-  39 52 15.19550(N)    083 07 39.91386(W)     ADJUSTED  
 JY1630* NAVD 88     -       271.1    (meters)     889.     (feet)  VERTCON   
 JY1630  ___________________________________________________________________
 JY1630  X           -     586,564.447 (meters)                     COMP
 JY1630  Y           -  -4,866,872.815 (meters)                     COMP
 JY1630  Z           -   4,067,145.546 (meters)                     COMP
 JY1630  LAPLACE CORR-          -8.17  (seconds)                    DEFLEC99
 JY1630  ELLIP HEIGHT-         237.41  (meters)          (10/07/05) GPS OBS
 JY1630  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JY1630
 JY1630  HORZ ORDER  -  FIRST
 JY1630  ELLP ORDER  -  FOURTH    CLASS I
 JY1630
 JY1630.The horizontal coordinates were established by GPS observations
 JY1630.and adjusted by the National Geodetic Survey in April 1998..
 JY1630
 JY1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1630
 JY1630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1630
 JY1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1630
 JY1630.The ellipsoidal height was determined by GPS observations
 JY1630.and is referenced to NAD 83.
 JY1630
 JY1630.The geoid height was determined by GEOID03.
 JY1630
 JY1630;                    North         East     Units Scale Factor Converg.
 JY1630;SPC OH S     -   207,884.063   546,294.793   MT  0.99997190   -0 23 54.0
 JY1630;UTM  17      - 4,415,593.801   318,026.422   MT  1.00000769   -1 21 51.8
 JY1630
 JY1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1630!SPC OH S     -   0.99996276  x   0.99997190  =   0.99993466
 JY1630!UTM  17      -   0.99996276  x   1.00000769  =   0.99997045
 JY1630
 JY1630:                Primary Azimuth Mark                     Grid Az
 JY1630:SPC OH S     -  FRANK 24                                 094 01 59.8
 JY1630:UTM  17      -  FRANK 24                                 094 59 57.6
 JY1630
 JY1630|---------------------------------------------------------------------|
 JY1630| PID    Reference Object                     Distance      Geod. Az  |
 JY1630|                                                           dddmmss.s |
 JY1630| JY1629 FRANK 24                            APPROX. 0.6 KM 0933805.8 |
 JY1630|---------------------------------------------------------------------|
 JY1630
 JY1630                          SUPERSEDED SURVEY CONTROL
 JY1630
 JY1630  ELLIP H (04/01/98)  237.42   (m)                       GP(       ) 4 1
 JY1630  NAD 83(1986)-  39 52 15.20066(N)    083 07 39.91665(W) AD(       ) 1
 JY1630  NGVD 29 (09/26/89)  271.3    (m)          890.     (f) GPS OBS        
 JY1630
 JY1630.Superseded values are not recommended for survey control.
 JY1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1630.See file dsdata.txt to determine how the superseded data were derived.
 JY1630
 JY1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1802615594(NAD 83)
 JY1630_MARKER: DD = SURVEY DISK
 JY1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1630+STABILITY: SURFACE MOTION
 JY1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1630+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1630
 JY1630  HISTORY     - Date     Condition        Report By
 JY1630  HISTORY     - 1987     MONUMENTED       OH-049
 JY1630
 JY1630                          STATION DESCRIPTION
 JY1630
 JY1630'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1630'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 JY1630'SOUTHWEST OF GROVE CITY, ON RENSCH ROAD,
 JY1630'4.8 KM (3.0 MI) NORTHEAST OF DARBYDALE,
 JY1630'3.2 KM (2.0 MI) SOUTH-SOUTHEAST OF THE BOLTON FIELD AIRPORT IN
 JY1630'SOUTHWEST COLUMBUS.
 JY1630'OWNERSHIP--FRANKLIN COUNTY.
 JY1630'
 JY1630'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 62 AND RENSCH
 JY1630'ROAD IN THE SOUTHWEST SECTION OF GROVE CITY, GO
 JY1630'WEST FOR 1.6 KM (1.0 MI) ON RENSCH ROAD TO A 90 DEGREE BEND IN THE
 JY1630'ROAD TO THE SOUTH.
 JY1630'TURN LEFT AND GO SOUTH FOR 0.2 KM (0.1 MI) ON RENSCH ROAD TO ANOTHER
 JY1630'90 DEGREE BEND IN THE ROAD TO THE WEST.
 JY1630'TURN RIGHT AND GO WEST FOR 0.6 KM (0.35 MI) ON RENSCH ROAD TO THE
 JY1630'STATION ON THE RIGHT ON THE NORTH SIDE OF THE ROAD.
 JY1630'
 JY1630'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 24 AZ MK
 JY1630'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1630'DIAMETER RECESSED 6 CM BELOW GROUND.  LOCATED 51.7 METERS (169.7
 JY1630'FT) EAST FROM THE NORTHEAST EDGE OF A CONCRETE FENCE POST ON THE
 JY1630'SOUTH SIDE OF THE ROAD, 0.9 METERS (3.1 FT) EAST-NORTHEAST FROM THE
 JY1630'EAST EDGE OF A TELEPHONE POLE, 10.3 METERS (33.9 FT) NORTH FROM A
 JY1630'POWER POLE ON THE SOUTH SIDE OF THE ROAD, 2.3 METERS (7.4 FT) NORTH
 JY1630'FROM THE NORTH EDGE OF THE RENSCH ROAD PAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1631 ***********************************************************************
 JY1631  DESIGNATION -  FRANK 25
 JY1631  PID         -  JY1631
 JY1631  STATE/COUNTY-  OH/FRANKLIN
 JY1631  USGS QUAD   -  COMMERCIAL POINT (1988)
 JY1631
 JY1631                         *CURRENT SURVEY CONTROL
 JY1631  ___________________________________________________________________
 JY1631* NAD 83(1995)-  39 52 19.42935(N)    083 03 10.54330(W)     ADJUSTED  
 JY1631* NAVD 88     -       229.3    (meters)     752.     (feet)  VERTCON   
 JY1631  ___________________________________________________________________
 JY1631  X           -     592,905.800 (meters)                     COMP
 JY1631  Y           -  -4,865,987.630 (meters)                     COMP
 JY1631  Z           -   4,067,218.914 (meters)                     COMP
 JY1631  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 JY1631  ELLIP HEIGHT-         195.52  (meters)          (10/07/05) GPS OBS
 JY1631  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JY1631
 JY1631  HORZ ORDER  -  FIRST
 JY1631  ELLP ORDER  -  FOURTH    CLASS I
 JY1631
 JY1631.The horizontal coordinates were established by GPS observations
 JY1631.and adjusted by the National Geodetic Survey in April 1998..
 JY1631
 JY1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1631
 JY1631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1631
 JY1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1631
 JY1631.The ellipsoidal height was determined by GPS observations
 JY1631.and is referenced to NAD 83.
 JY1631
 JY1631.The geoid height was determined by GEOID03.
 JY1631
 JY1631;                    North         East     Units Scale Factor Converg.
 JY1631;SPC OH S     -   207,972.788   552,696.903   MT  0.99997207   -0 21 03.0
 JY1631;UTM  17      - 4,415,574.600   324,429.255   MT  0.99997950   -1 18 59.1
 JY1631
 JY1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1631!SPC OH S     -   0.99996933  x   0.99997207  =   0.99994140
 JY1631!UTM  17      -   0.99996933  x   0.99997950  =   0.99994883
 JY1631
 JY1631:                Primary Azimuth Mark                     Grid Az
 JY1631:SPC OH S     -  FRANK 25 AZ MK                           092 14 02.1
 JY1631:UTM  17      -  FRANK 25 AZ MK                           093 11 58.2
 JY1631
 JY1631|---------------------------------------------------------------------|
 JY1631| PID    Reference Object                     Distance      Geod. Az  |
 JY1631|                                                           dddmmss.s |
 JY1631| JY1632 FRANK 25 AZ MK                      APPROX. 0.7 KM 0915259.1 |
 JY1631|---------------------------------------------------------------------|
 JY1631
 JY1631                          SUPERSEDED SURVEY CONTROL
 JY1631
 JY1631  ELLIP H (04/01/98)  195.53   (m)                       GP(       ) 4 1
 JY1631  NAD 83(1986)-  39 52 19.43536(N)    083 03 10.54663(W) AD(       ) 1
 JY1631  NGVD 29 (09/26/89)  229.5    (m)          753.     (f) GPS OBS        
 JY1631
 JY1631.Superseded values are not recommended for survey control.
 JY1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1631.See file dsdata.txt to determine how the superseded data were derived.
 JY1631
 JY1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2442915575(NAD 83)
 JY1631_MARKER: I = METAL ROD
 JY1631_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1631_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1631_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1631+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1631
 JY1631  HISTORY     - Date     Condition        Report By
 JY1631  HISTORY     - 1987     MONUMENTED       OH-049
 JY1631
 JY1631                          STATION DESCRIPTION
 JY1631
 JY1631'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1631'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 JY1631'EAST OF GROVE CITY, ON WHITE ROAD,
 JY1631'2.1 KM (1.3 MI) WEST OF HIGHWAY 104,
 JY1631'0.8 KM (0.5 MI) SOUTH OF THE JUNCTION OF INTERSTATE 71 AND
 JY1631'STRINGTOWN ROAD AT INTERCHANGE 100 IN GROVE CITY, AND JUST EAST OF
 JY1631'THE INTERSTATE 71 OVERPASS ON WHITE ROAD.
 JY1631'OWNERSHIP--FRANKLIN COUNTY.
 JY1631'
 JY1631'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 71 AND
 JY1631'STRINGTOWN ROAD AT INTERCHANGE 100 IN GROVE CITY, GO
 JY1631'EAST FOR 1.8 KM (1.15 MI) ON STRINGTOWN ROAD TO THE INTERSECTION OF
 JY1631'HIGHWAY 104.
 JY1631'TURN RIGHT AND GO SOUTH FOR 0.9 KM (0.55 MI) ON HIGHWAY 104 TO THE
 JY1631'INTERSECTION OF WHITE ROAD ON THE RIGHT.
 JY1631'TURN RIGHT AND GO WEST FOR 2.3 KM (1.4 MI) ON WHITE ROAD TO THE
 JY1631'STATION ON THE LEFT JUST EAST OF BRIAR HILL DRIVE, AT THE SOUTHEAST
 JY1631'CORNER OF THE ROAD INTERSECTION.
 JY1631'
 JY1631'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1631'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 25 1987---, AND IS
 JY1631'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1631'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 12.2 METERS (40 FT) AND
 JY1631'IS RECESSED 8 CM BELOW GROUND.  LOCATED 4.0 METERS (13.0 FT) EAST
 JY1631'FROM THE NORTHEAST CORNER OF A DRAINAGE INLET, 21.8 METERS (71.5 FT)
 JY1631'EAST FROM A POWER POLE ON THE WEST SIDE OF BRIAR HILL DRIVE, 1.9
 JY1631'METERS (6.2 FT) WEST-SOUTHWEST FROM A BOLT ON THE GUARDRAIL BRACE,
 JY1631'17.9 METERS (58.8 FT) SOUTH-SOUTHEAST FROM A POWER POLE ON THE
 JY1631'NORTH SIDE OF WHITE ROAD, 0.6 METERS (1.9 FT) SOUTH FROM THE SOUTH
 JY1631'FACE OF A GUARD RAIL, 0.6 METERS (2 FT) WEST FROM A FRANKLIN COUNTY
 JY1631'ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1632 ***********************************************************************
 JY1632  DESIGNATION -  FRANK 25 AZ MK
 JY1632  PID         -  JY1632
 JY1632  STATE/COUNTY-  OH/FRANKLIN
 JY1632  USGS QUAD   -  COMMERCIAL POINT (1988)
 JY1632
 JY1632                         *CURRENT SURVEY CONTROL
 JY1632  ___________________________________________________________________
 JY1632* NAD 83(1995)-  39 52 18.68238(N)    083 02 41.09850(W)     ADJUSTED  
 JY1632* NAVD 88     -       233.6    (meters)     766.     (feet)  VERTCON   
 JY1632  ___________________________________________________________________
 JY1632  X           -     593,602.609 (meters)                     COMP
 JY1632  Y           -  -4,865,920.841 (meters)                     COMP
 JY1632  Z           -   4,067,203.957 (meters)                     COMP
 JY1632  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 JY1632  ELLIP HEIGHT-         199.77  (meters)          (10/07/05) GPS OBS
 JY1632  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JY1632
 JY1632  HORZ ORDER  -  FIRST
 JY1632  ELLP ORDER  -  FOURTH    CLASS I
 JY1632
 JY1632.The horizontal coordinates were established by GPS observations
 JY1632.and adjusted by the National Geodetic Survey in April 1998..
 JY1632
 JY1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1632
 JY1632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1632
 JY1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1632
 JY1632.The ellipsoidal height was determined by GPS observations
 JY1632.and is referenced to NAD 83.
 JY1632
 JY1632.The geoid height was determined by GEOID03.
 JY1632
 JY1632;                    North         East     Units Scale Factor Converg.
 JY1632;SPC OH S     -   207,945.498   553,396.479   MT  0.99997204   -0 20 44.4
 JY1632;UTM  17      - 4,415,535.524   325,128.276   MT  0.99997648   -1 18 40.2
 JY1632
 JY1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1632!SPC OH S     -   0.99996866  x   0.99997204  =   0.99994070
 JY1632!UTM  17      -   0.99996866  x   0.99997648  =   0.99994514
 JY1632
 JY1632:                Primary Azimuth Mark                     Grid Az
 JY1632:SPC OH S     -  FRANK 25                                 272 14 02.4
 JY1632:UTM  17      -  FRANK 25                                 273 11 58.2
 JY1632
 JY1632|---------------------------------------------------------------------|
 JY1632| PID    Reference Object                     Distance      Geod. Az  |
 JY1632|                                                           dddmmss.s |
 JY1632| JY1631 FRANK 25                            APPROX. 0.7 KM 2715318.0 |
 JY1632|---------------------------------------------------------------------|
 JY1632
 JY1632                          SUPERSEDED SURVEY CONTROL
 JY1632
 JY1632  NAD 83(1986)-  39 52 18.68859(N)    083 02 41.10219(W) AD(       ) 1
 JY1632  NGVD 29 (09/26/89)  233.8    (m)          767.     (f) GPS OBS        
 JY1632
 JY1632.Superseded values are not recommended for survey control.
 JY1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1632.See file dsdata.txt to determine how the superseded data were derived.
 JY1632
 JY1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2512815536(NAD 83)
 JY1632_MARKER: DD = SURVEY DISK
 JY1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1632_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1632+STABILITY: SURFACE MOTION
 JY1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1632+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1632
 JY1632  HISTORY     - Date     Condition        Report By
 JY1632  HISTORY     - 1987     MONUMENTED       OH-049
 JY1632
 JY1632                          STATION DESCRIPTION
 JY1632
 JY1632'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1632'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 JY1632'EAST OF GROVE CITY, ON WHITE ROAD,
 JY1632'1.6 KM (1.0 MI) WEST OF HIGHWAY 104,
 JY1632'1.6 KM (1.0 MI) SOUTH OF THE JUNCTION OF INTERSTATE 71 AND
 JY1632'STRINGTOWN ROAD AT INTERCHANGE 100 IN GROVE CITY.
 JY1632'OWNERSHIP--FRANKLIN COUNTY.
 JY1632'
 JY1632'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 71 AND
 JY1632'STRINGTOWN ROAD AT INTERCHANGE 100 IN GROVE CITY, GO
 JY1632'EAST FOR 1.8 KM (1.15 MI) ON STRINGTOWN ROAD TO THE INTERSECTION OF
 JY1632'HIGHWAY 104.
 JY1632'TURN RIGHT AND GO SOUTH FOR 0.9 KM (0.55 MI) ON HIGHWAY 104 TO THE
 JY1632'INTERSECTION OF WHITE ROAD ON THE RIGHT.
 JY1632'TURN RIGHT AND GO WEST FOR 1.6 KM (1.0 MI) ON WHITE ROAD TO THE
 JY1632'STATION ON THE RIGHT ON THE NORTH SIDE OF THE ROAD AND AT THE WEST
 JY1632'END OF A GUARDRAIL BETWEEN THE GUARDRAIL AND THE WHITE ROAD
 JY1632'PAVEMENT.
 JY1632'
 JY1632'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 25 AZ MK
 JY1632'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1632'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 29.9 METERS (98.1 FT)
 JY1632'EAST-SOUTHEAST FROM THE EAST EDGE OF A GUY POLE, 3.3 METERS (10.7
 JY1632'FT) WEST FROM THE NORTHWEST CORNER OF THE WEST GUARDRAIL POST, 1.3
 JY1632'METERS (4.2 FT) NORTH FROM THE NORTH EDGE OF WHITE ROAD, 16.2
 JY1632'METERS (53.1 FT) NORTHEAST FROM THE FIRST FENCE POST ON THE SOUTH
 JY1632'SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1633 ***********************************************************************
 JY1633  DESIGNATION -  FRANK 26
 JY1633  PID         -  JY1633
 JY1633  STATE/COUNTY-  OH/FRANKLIN
 JY1633  USGS QUAD   -  LOCKBOURNE (1992)
 JY1633
 JY1633                         *CURRENT SURVEY CONTROL
 JY1633  ___________________________________________________________________
 JY1633* NAD 83(1995)-  39 52 21.80821(N)    082 57 52.27902(W)     ADJUSTED  
 JY1633* NAVD 88     -       229.2    (meters)     752.     (feet)  VERTCON   
 JY1633  ___________________________________________________________________
 JY1633  X           -     600,407.472 (meters)                     COMP
 JY1633  Y           -  -4,865,020.125 (meters)                     COMP
 JY1633  Z           -   4,067,275.071 (meters)                     COMP
 JY1633  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 JY1633  ELLIP HEIGHT-         195.28  (meters)          (10/07/05) GPS OBS
 JY1633  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY1633
 JY1633  HORZ ORDER  -  FIRST
 JY1633  ELLP ORDER  -  FOURTH    CLASS I
 JY1633
 JY1633.The horizontal coordinates were established by GPS observations
 JY1633.and adjusted by the National Geodetic Survey in April 1998..
 JY1633
 JY1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1633
 JY1633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1633
 JY1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1633
 JY1633.The ellipsoidal height was determined by GPS observations
 JY1633.and is referenced to NAD 83.
 JY1633
 JY1633.The geoid height was determined by GEOID03.
 JY1633
 JY1633;                    North         East     Units Scale Factor Converg.
 JY1633;SPC OH S     -   208,003.545   560,260.412   MT  0.99997217   -0 17 41.1
 JY1633;UTM  17      - 4,415,477.935   331,992.143   MT  0.99994751   -1 15 35.0
 JY1633
 JY1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1633!SPC OH S     -   0.99996937  x   0.99997217  =   0.99994154
 JY1633!UTM  17      -   0.99996937  x   0.99994751  =   0.99991688
 JY1633
 JY1633:                Primary Azimuth Mark                     Grid Az
 JY1633:SPC OH S     -  FRANK 26 AZ MK                           273 56 14.1
 JY1633:UTM  17      -  FRANK 26 AZ MK                           274 54 08.0
 JY1633
 JY1633|---------------------------------------------------------------------|
 JY1633| PID    Reference Object                     Distance      Geod. Az  |
 JY1633|                                                           dddmmss.s |
 JY1633| JY1634 FRANK 26 AZ MK                      APPROX. 0.6 KM 2733833.0 |
 JY1633|---------------------------------------------------------------------|
 JY1633
 JY1633                          SUPERSEDED SURVEY CONTROL
 JY1633
 JY1633  NAD 83(1986)-  39 52 21.81548(N)    082 57 52.28301(W) AD(       ) 1
 JY1633  NGVD 29 (09/26/89)  229.4    (m)          753.     (f) GPS OBS        
 JY1633
 JY1633.Superseded values are not recommended for survey control.
 JY1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1633.See file dsdata.txt to determine how the superseded data were derived.
 JY1633
 JY1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3199215478(NAD 83)
 JY1633_MARKER: I = METAL ROD
 JY1633_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1633_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1633_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1633+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1633
 JY1633  HISTORY     - Date     Condition        Report By
 JY1633  HISTORY     - 1987     MONUMENTED       OH-049
 JY1633
 JY1633                          STATION DESCRIPTION
 JY1633
 JY1633'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1633'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 JY1633'SOUTHWEST OF OBETZ,
 JY1633'2.7 KM (1.7 MI) WEST OF THE INTERSECTION OF INTERSTATE 270 AND ALUM
 JY1633'CREEK DRIVE IN THE TOWN OF OBETZ,
 JY1633'1.3 KM (0.8 MI) SOUTH OF THE SOUTH COLUMBUS AIRPORT.
 JY1633'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1633'
 JY1633'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 270 AND
 JY1633'ALUM CREEK DRIVE AT INTERCHANGE 49 IN OBETZ, GO
 JY1633'WEST FOR 2.3 KM (1.4 MI) ON INTERSTATE 270 TO THE CHESAPEAKE AND
 JY1633'OHIO RAILROAD OVERPASS.
 JY1633'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.4 KM (0.25 MI) ON
 JY1633'INTERSTATE 270 TO THE STATION ON THE RIGHT AT THE WEST END OF A
 JY1633'METAL GUARDRAIL.
 JY1633'
 JY1633'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1633'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 26 1987---, AND IS
 JY1633'RECESSED 4 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1633'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 12.2 METERS (40 FT) AND
 JY1633'IS RECESSED 12.5 CM BELOW GROUND.  LOCATED 17.6 METERS (57.6 FT)
 JY1633'EAST FROM A PK NAIL IN THE EDGE OF SHOULDER PAVING OPPOSITE A
 JY1633'REFLECTOR POST, 1.8 METERS (5.8 FT) NORTH FROM A PK NAIL IN THE
 JY1633'EDGE OF SHOULDER PAVING OPPOSITE A REFLECTOR POST, 5.1 METERS (16.8
 JY1633'FT) NORTH FROM A PK NAIL ON THE WHITE TRAFFIC LINE AT A
 JY1633'CONSTRUCTION JOINT, 4.6 METERS (15.2 FT) WEST-NORTHWEST FROM A
 JY1633'CENTERPUNCH MARK ON TOP OF THE FIRST METAL GUARDRAIL POST, 0.6
 JY1633'METERS (2 FT) SOUTH FROM A FRANKLIN COUNTY ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1634 ***********************************************************************
 JY1634  DESIGNATION -  FRANK 26 AZ MK
 JY1634  PID         -  JY1634
 JY1634  STATE/COUNTY-  OH/FRANKLIN
 JY1634  USGS QUAD   -  LOCKBOURNE (1992)
 JY1634
 JY1634                         *CURRENT SURVEY CONTROL
 JY1634  ___________________________________________________________________
 JY1634* NAD 83(1995)-  39 52 22.96205(N)    082 58 15.81602(W)     ADJUSTED  
 JY1634* NAVD 88     -       222.9    (meters)     731.     (feet)  VERTCON   
 JY1634  ___________________________________________________________________
 JY1634  X           -     599,848.933 (meters)                     COMP
 JY1634  Y           -  -4,865,061.157 (meters)                     COMP
 JY1634  Z           -   4,067,298.339 (meters)                     COMP
 JY1634  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 JY1634  ELLIP HEIGHT-         188.97  (meters)          (10/07/05) GPS OBS
 JY1634  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JY1634
 JY1634  HORZ ORDER  -  FIRST
 JY1634  ELLP ORDER  -  FOURTH    CLASS I
 JY1634
 JY1634.The horizontal coordinates were established by GPS observations
 JY1634.and adjusted by the National Geodetic Survey in April 1998..
 JY1634
 JY1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1634
 JY1634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1634
 JY1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1634
 JY1634.The ellipsoidal height was determined by GPS observations
 JY1634.and is referenced to NAD 83.
 JY1634
 JY1634.The geoid height was determined by GEOID03.
 JY1634
 JY1634;                    North         East     Units Scale Factor Converg.
 JY1634;SPC OH S     -   208,042.028   559,701.275   MT  0.99997222   -0 17 56.0
 JY1634;UTM  17      - 4,415,525.828   331,433.747   MT  0.99994982   -1 15 50.1
 JY1634
 JY1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1634!SPC OH S     -   0.99997036  x   0.99997222  =   0.99994258
 JY1634!UTM  17      -   0.99997036  x   0.99994982  =   0.99992018
 JY1634
 JY1634:                Primary Azimuth Mark                     Grid Az
 JY1634:SPC OH S     -  FRANK 26                                 093 56 14.0
 JY1634:UTM  17      -  FRANK 26                                 094 54 08.1
 JY1634
 JY1634|---------------------------------------------------------------------|
 JY1634| PID    Reference Object                     Distance      Geod. Az  |
 JY1634|                                                           dddmmss.s |
 JY1634| JY1633 FRANK 26                            APPROX. 0.6 KM 0933818.0 |
 JY1634|---------------------------------------------------------------------|
 JY1634
 JY1634                          SUPERSEDED SURVEY CONTROL
 JY1634
 JY1634  NAD 83(1986)-  39 52 22.96873(N)    082 58 15.81997(W) AD(       ) 1
 JY1634  NGVD 29 (09/26/89)  223.1    (m)          732.     (f) GPS OBS        
 JY1634
 JY1634.Superseded values are not recommended for survey control.
 JY1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1634.See file dsdata.txt to determine how the superseded data were derived.
 JY1634
 JY1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3143415526(NAD 83)
 JY1634_MARKER: DD = SURVEY DISK
 JY1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1634_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1634+STABILITY: SURFACE MOTION
 JY1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1634+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1634
 JY1634  HISTORY     - Date     Condition        Report By
 JY1634  HISTORY     - 1987     MONUMENTED       OH-049
 JY1634
 JY1634                          STATION DESCRIPTION
 JY1634
 JY1634'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1634'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI)
 JY1634'WEST-SOUTHWEST OF OBETZ,
 JY1634'3.2 KM (2.0 MI) WEST OF THE INTERSECTION OF INTERSTATE 270 AND ALUM
 JY1634'CREEK DRIVE IN OBETZ,
 JY1634'1.3 KM (0.8 MI) SOUTH OF THE SOUTH COLUMBUS AIRPORT.
 JY1634'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1634'
 JY1634'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 270 AND
 JY1634'ALUM CREEK DRIVE AT INTERCHANGE 49 IN OBETZ, GO
 JY1634'WEST FOR 3.1 KM (1.9 MI) ON INTERSTATE 270 TO THE LOCKBOURNE ROAD
 JY1634'OVERPASS.
 JY1634'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.2 KM (0.1 MI) ON
 JY1634'INTERSTATE 270 TO THE STATION ON THE RIGHT AT MILE MARKER NUMBER
 JY1634'51.
 JY1634'
 JY1634'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 26 AZ MK
 JY1634'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1634'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 4.3 METERS (14.0 FT)
 JY1634'NORTH FROM THE NORTH EDGE OF THE WESTBOUND LANE OF INTERSTATE 270,
 JY1634'3.0 METERS (10.0 FT) NORTH FROM A METAL POLE FOR SIGN MILE MARKER
 JY1634'NUMBER 51, 146 METERS (479 FT) WEST FROM THE WEST SIDE OF THE
 JY1634'LOCKBOURNE OVERPASS, 24.5 METERS (80.3 FT) SOUTHWEST FROM THE EDGE
 JY1634'OF A 24 INCH DIAMETER OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1635 ***********************************************************************
 JY1635  DESIGNATION -  FRANK 32
 JY1635  PID         -  JY1635
 JY1635  STATE/COUNTY-  OH/FRANKLIN
 JY1635  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1635
 JY1635                         *CURRENT SURVEY CONTROL
 JY1635  ___________________________________________________________________
 JY1635* NAD 83(1995)-  39 53 46.88027(N)    082 52 30.25291(W)     ADJUSTED  
 JY1635* NAVD 88     -       227.9    (meters)     748.     (feet)  VERTCON   
 JY1635  ___________________________________________________________________
 JY1635  X           -     607,793.309 (meters)                     COMP
 JY1635  Y           -  -4,862,406.186 (meters)                     COMP
 JY1635  Z           -   4,069,287.587 (meters)                     COMP
 JY1635  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JY1635  ELLIP HEIGHT-         193.87  (meters)          (10/07/05) GPS OBS
 JY1635  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JY1635
 JY1635  HORZ ORDER  -  FIRST
 JY1635  ELLP ORDER  -  FOURTH    CLASS I
 JY1635
 JY1635.The horizontal coordinates were established by GPS observations
 JY1635.and adjusted by the National Geodetic Survey in April 1998..
 JY1635
 JY1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1635
 JY1635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1635
 JY1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1635
 JY1635.The ellipsoidal height was determined by GPS observations
 JY1635.and is referenced to NAD 83.
 JY1635
 JY1635.The geoid height was determined by GEOID03.
 JY1635
 JY1635;                    North         East     Units Scale Factor Converg.
 JY1635;SPC OH S     -   210,591.698   567,923.802   MT  0.99997577   -0 14 16.8
 JY1635;UTM  17      - 4,417,936.559   339,697.709   MT  0.99991636   -1 12 10.5
 JY1635
 JY1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1635!SPC OH S     -   0.99996959  x   0.99997577  =   0.99994536
 JY1635!UTM  17      -   0.99996959  x   0.99991636  =   0.99988595
 JY1635
 JY1635:                Primary Azimuth Mark                     Grid Az
 JY1635:SPC OH S     -  FRANK 32 AZ MK                           122 47 54.7
 JY1635:UTM  17      -  FRANK 32 AZ MK                           123 45 48.4
 JY1635
 JY1635|---------------------------------------------------------------------|
 JY1635| PID    Reference Object                     Distance      Geod. Az  |
 JY1635|                                                           dddmmss.s |
 JY1635| JY1636 FRANK 32 AZ MK                      APPROX. 0.8 KM 1223337.9 |
 JY1635|---------------------------------------------------------------------|
 JY1635
 JY1635                          SUPERSEDED SURVEY CONTROL
 JY1635
 JY1635  ELLIP H (04/01/98)  193.88   (m)                       GP(       ) 4 1
 JY1635  NAD 83(1986)-  39 53 46.88741(N)    082 52 30.25708(W) AD(       ) 1
 JY1635  NGVD 29 (09/26/89)  228.1    (m)          748.     (f) GPS OBS        
 JY1635
 JY1635.Superseded values are not recommended for survey control.
 JY1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1635.See file dsdata.txt to determine how the superseded data were derived.
 JY1635
 JY1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3969817937(NAD 83)
 JY1635_MARKER: I = METAL ROD
 JY1635_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1635_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1635_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1635+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1635
 JY1635  HISTORY     - Date     Condition        Report By
 JY1635  HISTORY     - 1987     MONUMENTED       OH-049
 JY1635
 JY1635                          STATION DESCRIPTION
 JY1635
 JY1635'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1635'THE STATION IS LOCATED ABOUT 2.3 KM (1.4 MI)
 JY1635'EAST-SOUTHEAST OF THE INTERSECTION OF INTERSTATE 270 AND U.S. ROUTE
 JY1635'33 IN SOUTHEAST COLUMBUS,
 JY1635'4.8 KM (3.0 MI) SOUTH-SOUTHWEST OF THE INTERSECTION OF INTERSTATES
 JY1635'270 AND 70,
 JY1635'2.4 KM (1.5 MI) NORTHEAST OF THE INTERSECTION OF U.S. ROUTE 33 AND
 JY1635'HAMILTON ROAD IN SOUTHEAST COLUMBUS.
 JY1635'OWNERSHIP--FRANKLIN COUNTY.
 JY1635'
 JY1635'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 33 AND
 JY1635'HAMILTON ROAD IN SOUTHEAST COLUMBUS, GO NORTH FOR
 JY1635'1.0 KM (0.6 MI) ON HAMILTON ROAD (ROUTE 317) TO THE INTERSECTION OF
 JY1635'WINCHESTER PIKE.
 JY1635'TURN RIGHT AND GO SOUTHEAST FOR 0.8 KM (0.5 MI) ON WINCHESTER PIKE
 JY1635'TO THE STATION ON THE RIGHT ON THE WEST SIDE OF THE DRIVEWAY
 JY1635'ENTRANCE TO THE FELLOWSHIP BAPTIST CHURCH.
 JY1635'
 JY1635'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1635'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 32 1987---, AND IS
 JY1635'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1635'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 12.2 METERS (40 FT) AND
 JY1635'IS RECESSED 8.5 CM BELOW GROUND.  LOCATED 10.1 METERS (33.1 FT)
 JY1635'EAST FROM THE BASE OF A 6 INCH DIAMETER ORNAMENTAL TREE, 15.9
 JY1635'METERS (52.1 FT) NORTH-NORTHEAST FROM THE BASE OF A 6 INCH DIAMETER
 JY1635'ORNAMENTAL, 8.6 METERS (28.3 FT) SOUTHWEST FROM THE CENTERLINE OF
 JY1635'WINCHESTER PIKE, 9.8 METERS (32.0 FT) NORTHWEST FROM THE CENTERLINE
 JY1635'OF THE DRIVEWAY TO THE FELLOWSHIP BAPTIST CHURCH, 0.7 METERS (2.5
 JY1635'FT) WEST FROM A FRANKLIN COUNTY ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1636 ***********************************************************************
 JY1636  DESIGNATION -  FRANK 32 AZ MK
 JY1636  PID         -  JY1636
 JY1636  STATE/COUNTY-  OH/FRANKLIN
 JY1636  USGS QUAD   -  REYNOLDSBURG (1994)
 JY1636
 JY1636                         *CURRENT SURVEY CONTROL
 JY1636  ___________________________________________________________________
 JY1636* NAD 83(1995)-  39 53 33.09218(N)    082 52 02.22315(W)     ADJUSTED  
 JY1636* NAVD 88     -       228.4    (meters)     749.     (feet)  VERTCON   
 JY1636  ___________________________________________________________________
 JY1636  X           -     608,487.977 (meters)                     COMP
 JY1636  Y           -  -4,862,594.537 (meters)                     COMP
 JY1636  Z           -   4,068,961.596 (meters)                     COMP
 JY1636  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 JY1636  ELLIP HEIGHT-         194.32  (meters)          (10/07/05) GPS OBS
 JY1636  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY1636
 JY1636  HORZ ORDER  -  FIRST
 JY1636  ELLP ORDER  -  FOURTH    CLASS I
 JY1636
 JY1636.The horizontal coordinates were established by GPS observations
 JY1636.and adjusted by the National Geodetic Survey in April 1998..
 JY1636
 JY1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1636
 JY1636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1636
 JY1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1636
 JY1636.The ellipsoidal height was determined by GPS observations
 JY1636.and is referenced to NAD 83.
 JY1636
 JY1636.The geoid height was determined by GEOID03.
 JY1636
 JY1636;                    North         East     Units Scale Factor Converg.
 JY1636;SPC OH S     -   210,163.717   568,587.935   MT  0.99997518   -0 13 59.0
 JY1636;UTM  17      - 4,417,497.482   340,354.501   MT  0.99991377   -1 11 52.2
 JY1636
 JY1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1636!SPC OH S     -   0.99996952  x   0.99997518  =   0.99994470
 JY1636!UTM  17      -   0.99996952  x   0.99991377  =   0.99988329
 JY1636
 JY1636:                Primary Azimuth Mark                     Grid Az
 JY1636:SPC OH S     -  FRANK 32                                 302 47 54.9
 JY1636:UTM  17      -  FRANK 32                                 303 45 48.1
 JY1636
 JY1636|---------------------------------------------------------------------|
 JY1636| PID    Reference Object                     Distance      Geod. Az  |
 JY1636|                                                           dddmmss.s |
 JY1636| JY1635 FRANK 32                            APPROX. 0.8 KM 3023355.9 |
 JY1636|---------------------------------------------------------------------|
 JY1636
 JY1636                          SUPERSEDED SURVEY CONTROL
 JY1636
 JY1636  ELLIP H (04/01/98)  194.33   (m)                       GP(       ) 4 1
 JY1636  NAD 83(1986)-  39 53 33.09927(N)    082 52 02.22739(W) AD(       ) 1
 JY1636  NGVD 29 (09/26/89)  228.6    (m)          750.     (f) GPS OBS        
 JY1636
 JY1636.Superseded values are not recommended for survey control.
 JY1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1636.See file dsdata.txt to determine how the superseded data were derived.
 JY1636
 JY1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4035517497(NAD 83)
 JY1636_MARKER: DD = SURVEY DISK
 JY1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1636_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1636+STABILITY: SURFACE MOTION
 JY1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1636+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1636
 JY1636  HISTORY     - Date     Condition        Report By
 JY1636  HISTORY     - 1987     MONUMENTED       OH-049
 JY1636
 JY1636                          STATION DESCRIPTION
 JY1636
 JY1636'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1636'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI)
 JY1636'EAST-SOUTHEAST OF THE INTERSECTION OF INTERSTATE 270 AND U.S. ROUTE
 JY1636'33,
 JY1636'4.8 KM (3.0 MI) SOUTH-SOUTHWEST OF THE INTERSECTION OF INTERSTATES
 JY1636'270 AND 70,
 JY1636'4.8 KM (3.0 MI) NORTH-NORTHEAST OF GROVEPORT.
 JY1636'OWNERSHIP--FRANKLIN COUNTY.
 JY1636'
 JY1636'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 33 AND
 JY1636'STATE ROUTE 317 (HAMILTON ROAD) IN SOUTHEAST COLUMBUS, GO
 JY1636'NORTH FOR 1.0 KM (0.6 MI) ON HAMILTON ROAD TO THE JUNCTION OF
 JY1636'WINCHESTER PIKE.
 JY1636'TURN RIGHT AND GO SOUTHEAST FOR 1.4 KM (0.9 MI) ON WINCHESTER PIKE
 JY1636'TO THE STATION ON THE LEFT ABOUT 55 METERS (180 FT) WEST FROM THE
 JY1636'MAILBOX FOR THE HOFFSTETTER HOUSE.
 JY1636'
 JY1636'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 32 AZ MK
 JY1636'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1636'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 35.8 METERS (117.6
 JY1636'FT) SOUTHEAST FROM THE EAST EDGE OF A POWER POLE ON THE NORTH SIDE
 JY1636'OF THE ROAD, 3.1 METERS (10.2 FT) SOUTHWEST FROM A SINGLE IRON
 JY1636'FENCE POST, 28.8 METERS (94.5 FT) WEST-NORTHWEST FROM A POWER POLE
 JY1636'NEAR THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 1.1 METERS (3.6
 JY1636'FT) NORTHEAST FROM THE NORTH EDGE OF THE ROAD SHOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1637 ***********************************************************************
 JY1637  DESIGNATION -  FRANK 33
 JY1637  PID         -  JY1637
 JY1637  STATE/COUNTY-  OH/FRANKLIN
 JY1637  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1637
 JY1637                         *CURRENT SURVEY CONTROL
 JY1637  ___________________________________________________________________
 JY1637* NAD 83(1995)-  39 54 22.00739(N)    082 55 59.49220(W)     ADJUSTED  
 JY1637* NAVD 88     -       234.5    (meters)     769.     (feet)  VERTCON   
 JY1637  ___________________________________________________________________
 JY1637  X           -     602,775.598 (meters)                     COMP
 JY1637  Y           -  -4,862,335.603 (meters)                     COMP
 JY1637  Z           -   4,070,123.021 (meters)                     COMP
 JY1637  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 JY1637  ELLIP HEIGHT-         200.53  (meters)          (10/07/05) GPS OBS
 JY1637  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JY1637
 JY1637  HORZ ORDER  -  FIRST
 JY1637  ELLP ORDER  -  FOURTH    CLASS I
 JY1637
 JY1637.The horizontal coordinates were established by GPS observations
 JY1637.and adjusted by the National Geodetic Survey in April 1998..
 JY1637
 JY1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1637
 JY1637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1637
 JY1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1637
 JY1637.The ellipsoidal height was determined by GPS observations
 JY1637.and is referenced to NAD 83.
 JY1637
 JY1637.The geoid height was determined by GEOID03.
 JY1637
 JY1637;                    North         East     Units Scale Factor Converg.
 JY1637;SPC OH S     -   211,697.312   562,958.410   MT  0.99997731   -0 16 29.5
 JY1637;UTM  17      - 4,419,125.605   334,751.896   MT  0.99993618   -1 14 25.7
 JY1637
 JY1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1637!SPC OH S     -   0.99996854  x   0.99997731  =   0.99994585
 JY1637!UTM  17      -   0.99996854  x   0.99993618  =   0.99990472
 JY1637
 JY1637|---------------------------------------------------------------------|
 JY1637| PID    Reference Object                     Distance      Geod. Az  |
 JY1637|                                                           dddmmss.s |
 JY1637| JY1638 FRANK 33 AZ MK                      312.440 METERS 09342     |
 JY1637|---------------------------------------------------------------------|
 JY1637
 JY1637                          SUPERSEDED SURVEY CONTROL
 JY1637
 JY1637  ELLIP H (04/01/98)  200.54   (m)                       GP(       ) 4 1
 JY1637  NAD 83(1986)-  39 54 22.01406(N)    082 55 59.49635(W) AD(       ) 1
 JY1637  NGVD 29 (09/26/89)  234.6    (m)          770.     (f) GPS OBS        
 JY1637
 JY1637.Superseded values are not recommended for survey control.
 JY1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1637.See file dsdata.txt to determine how the superseded data were derived.
 JY1637
 JY1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3475219126(NAD 83)
 JY1637_MARKER: I = METAL ROD
 JY1637_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1637_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1637_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1637+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1637
 JY1637  HISTORY     - Date     Condition        Report By
 JY1637  HISTORY     - 1987     MONUMENTED       OH-049
 JY1637
 JY1637                          STATION DESCRIPTION
 JY1637
 JY1637'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1637'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI)
 JY1637'WEST OF THE INTERSECTION OF INTERSTATE 270 AND U.S. ROUTE 33,
 JY1637'3.2 KM (2.0 MI) NORTH-NORTHEAST OF OBETZ,
 JY1637'1.6 KM (1.0 MI) SOUTH OF THE INTERSECTION OF STATE ROUTE 104 AND
 JY1637'REFUGEE ROAD IN SOUTH COLUMBUS.
 JY1637'OWNERSHIP--CITY OF COLUMBUS.
 JY1637'
 JY1637'TO REACH THE STATION FROM THE INTERSECTION OF ALUM CREEK DRIVE AND
 JY1637'WILLIAMS ROAD IN SOUTH COLUMBUS, GO NORTH FOR
 JY1637'1.9 KM (1.15 MI) ON ALUM CREEK DRIVE TO THE JUNCTION OF WATKINS
 JY1637'ROAD.
 JY1637'TURN LEFT AND GO WEST FOR 0.4 KM (0.25 MI) ON WATKINS ROAD TO THE
 JY1637'STATION ON THE LEFT ABOUT 1.8 METERS (6 FT) SOUTH FROM THE SOUTH
 JY1637'EDGE OF THE ROAD PAVING.
 JY1637'
 JY1637'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1637'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 33 1987---, AND IS
 JY1637'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1637'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 8.5 METERS (28 FT) AND
 JY1637'IS RECESSED 10 CM BELOW GROUND.  LOCATED 1.7 METERS (5.6 FT) SOUTH
 JY1637'FROM A PK NAIL IN THE SOUTH EDGE OF THE ROAD PAVING, 7.9 METERS
 JY1637'(25.8 FT) SOUTH FROM A PK NAIL IN THE NORTH EDGE OF THE ROAD
 JY1637'PAVING, 6.9 METERS (22.5 FT) EAST-NORTHEAST FROM A PK NAIL IN A
 JY1637'TREE, 19.2 METERS (63.0 FT) WEST FROM A PK NAIL IN A TREE, 0.6
 JY1637'METERS (2 FT) NORTH FROM A FRANKLIN COUNTY ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1638 ***********************************************************************
 JY1638  DESIGNATION -  FRANK 33 AZ MK
 JY1638  PID         -  JY1638
 JY1638  STATE/COUNTY-  OH/FRANKLIN
 JY1638  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1638
 JY1638                         *CURRENT SURVEY CONTROL
 JY1638  ___________________________________________________________________
 JY1638* NAD 83(1995)-  39 54 21.35217(N)    082 55 46.36602(W)     ADJUSTED  
 JY1638* NAVD 88     -       235.0    (meters)     771.     (feet)  VERTCON   
 JY1638  ___________________________________________________________________
 JY1638  X           -     603,086.658 (meters)                     COMP
 JY1638  Y           -  -4,862,310.412 (meters)                     COMP
 JY1638  Z           -   4,070,107.781 (meters)                     COMP
 JY1638  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 JY1638  ELLIP HEIGHT-         200.94  (meters)          (10/07/05) GPS OBS
 JY1638  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JY1638
 JY1638  HORZ ORDER  -  FIRST
 JY1638  ELLP ORDER  -  FOURTH    CLASS I
 JY1638
 JY1638.The horizontal coordinates were established by GPS observations
 JY1638.and adjusted by the National Geodetic Survey in April 1998..
 JY1638
 JY1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1638
 JY1638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1638
 JY1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1638
 JY1638.The ellipsoidal height was determined by GPS observations
 JY1638.and is referenced to NAD 83.
 JY1638
 JY1638.The geoid height was determined by GEOID03.
 JY1638
 JY1638;                    North         East     Units Scale Factor Converg.
 JY1638;SPC OH S     -   211,675.615   563,270.089   MT  0.99997728   -0 16 21.2
 JY1638;UTM  17      - 4,419,098.660   335,063.152   MT  0.99993492   -1 14 17.3
 JY1638
 JY1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1638!SPC OH S     -   0.99996848  x   0.99997728  =   0.99994576
 JY1638!UTM  17      -   0.99996848  x   0.99993492  =   0.99990340
 JY1638
 JY1638|---------------------------------------------------------------------|
 JY1638| PID    Reference Object                     Distance      Geod. Az  |
 JY1638|                                                           dddmmss.s |
 JY1638| JY1637 FRANK 33                            312.440 METERS 27343     |
 JY1638|---------------------------------------------------------------------|
 JY1638
 JY1638                          SUPERSEDED SURVEY CONTROL
 JY1638
 JY1638  ELLIP H (04/01/98)  200.96   (m)                       GP(       ) 4 1
 JY1638  NAD 83(1986)-  39 54 21.35914(N)    082 55 46.37021(W) AD(       ) 1
 JY1638  NGVD 29 (09/26/89)  235.2    (m)          772.     (f) GPS OBS        
 JY1638
 JY1638.Superseded values are not recommended for survey control.
 JY1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1638.See file dsdata.txt to determine how the superseded data were derived.
 JY1638
 JY1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3506319099(NAD 83)
 JY1638_MARKER: DD = SURVEY DISK
 JY1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1638_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1638+STABILITY: SURFACE MOTION
 JY1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1638+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1638
 JY1638  HISTORY     - Date     Condition        Report By
 JY1638  HISTORY     - 1987     MONUMENTED       OH-049
 JY1638
 JY1638                          STATION DESCRIPTION
 JY1638
 JY1638'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1638'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI)
 JY1638'WEST OF THE INTERSECTION OF INTERSTATE 270 AND U.S. ROUTE 33,
 JY1638'3.2 KM (2.0 MI) NORTH OF OBETZ,
 JY1638'1.6 KM (1.0 MI) SOUTH OF THE INTERSECTION OF STATE ROUTE 104 AND
 JY1638'REFUGEE ROAD IN SOUTH COLUMBUS.
 JY1638'OWNERSHIP--CITY OF COLUMBUS.
 JY1638'
 JY1638'TO REACH THE STATION FROM THE INTERSECTION OF ALUM CREEK DRIVE AND
 JY1638'WILLIAMS ROAD IN SOUTH COLUMBUS, GO NORTH FOR
 JY1638'1.9 KM (1.15 MI) ON ALUM CREEK DRIVE TO THE JUNCTION OF WATKINS
 JY1638'ROAD ON THE LEFT.
 JY1638'TURN LEFT AND GO WEST FOR 0.2 KM (0.1 MI) ON WATKINS ROAD TO THE
 JY1638'STATION ON THE LEFT IN THE GRASS STRIP BETWEEN THE ENTRANCE AND
 JY1638'EXIT DRIVEWAYS FOR THE COCA-COLA BOTTLING PLANT.
 JY1638'
 JY1638'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 33 AZ MK
 JY1638'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1638'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 29.0 METERS (95.25
 JY1638'FT) NORTHEAST FROM A METAL FENCE POST AT THE NORTHEAST CORNER OF A
 JY1638'WIRE FENCE, 6.7 METERS (22.0 FT) NORTH FROM THE EDGE OF AN
 JY1638'ORNAMENTAL SHADE TREE, 25.7 METERS (84.2 FT) WEST FROM THE EDGE OF
 JY1638'A LARGE EVERGREEN TREE, 6.3 METERS (20.6 FT) SOUTH FROM THE
 JY1638'CENTERLINE OF WATKINS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1639 ***********************************************************************
 JY1639  DESIGNATION -  FRANK 34
 JY1639  PID         -  JY1639
 JY1639  STATE/COUNTY-  OH/FRANKLIN
 JY1639  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1639
 JY1639                         *CURRENT SURVEY CONTROL
 JY1639  ___________________________________________________________________
 JY1639* NAD 83(1995)-  39 54 45.14048(N)    082 59 43.85229(W)     ADJUSTED  
 JY1639* NAVD 88     -       220.8    (meters)     724.     (feet)  VERTCON   
 JY1639  ___________________________________________________________________
 JY1639  X           -     597,429.241 (meters)                     COMP
 JY1639  Y           -  -4,862,523.633 (meters)                     COMP
 JY1639  Z           -   4,070,661.557 (meters)                     COMP
 JY1639  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 JY1639  ELLIP HEIGHT-         186.87  (meters)          (10/07/05) GPS OBS
 JY1639  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JY1639
 JY1639  HORZ ORDER  -  FIRST
 JY1639  ELLP ORDER  -  FOURTH    CLASS I
 JY1639
 JY1639.The horizontal coordinates were established by GPS observations
 JY1639.and adjusted by the National Geodetic Survey in April 1998..
 JY1639
 JY1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1639
 JY1639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1639
 JY1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1639
 JY1639.The ellipsoidal height was determined by GPS observations
 JY1639.and is referenced to NAD 83.
 JY1639
 JY1639.The geoid height was determined by GEOID03.
 JY1639
 JY1639;                    North         East     Units Scale Factor Converg.
 JY1639;SPC OH S     -   212,438.172   557,633.298   MT  0.99997834   -0 18 51.9
 JY1639;UTM  17      - 4,419,956.104   329,440.193   MT  0.99995814   -1 16 50.4
 JY1639
 JY1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1639!SPC OH S     -   0.99997068  x   0.99997834  =   0.99994903
 JY1639!UTM  17      -   0.99997068  x   0.99995814  =   0.99992883
 JY1639
 JY1639:                Primary Azimuth Mark                     Grid Az
 JY1639:SPC OH S     -  FRANK 34 AZ MK                           005 41 19.9
 JY1639:UTM  17      -  FRANK 34 AZ MK                           006 39 18.4
 JY1639
 JY1639|---------------------------------------------------------------------|
 JY1639| PID    Reference Object                     Distance      Geod. Az  |
 JY1639|                                                           dddmmss.s |
 JY1639| JY1640 FRANK 34 AZ MK                      APPROX. 0.5 KM 0052228.0 |
 JY1639|---------------------------------------------------------------------|
 JY1639
 JY1639                          SUPERSEDED SURVEY CONTROL
 JY1639
 JY1639  NAD 83(1986)-  39 54 45.14659(N)    082 59 43.85641(W) AD(       ) 1
 JY1639  NGVD 29 (09/26/89)  221.0    (m)          725.     (f) GPS OBS        
 JY1639
 JY1639.Superseded values are not recommended for survey control.
 JY1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1639.See file dsdata.txt to determine how the superseded data were derived.
 JY1639
 JY1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2944019956(NAD 83)
 JY1639_MARKER: I = METAL ROD
 JY1639_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1639_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1639_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1639+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1639
 JY1639  HISTORY     - Date     Condition        Report By
 JY1639  HISTORY     - 1987     MONUMENTED       OH-049
 JY1639
 JY1639                          STATION DESCRIPTION
 JY1639
 JY1639'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1639'THE STATION IS LOCATED ABOUT 0.3 KM (0.2 MI)
 JY1639'SOUTH OF THE INTERSECTION OF U.S. ROUTE 23 (HIGH STREET) AND STATE
 JY1639'ROUTE 104 (FRANK ROAD),
 JY1639'1.6 KM (1.0 MI) EAST-SOUTHEAST OF THE INTERSECTION OF INTERSTATE 71
 JY1639'AND ROUTE 104,
 JY1639'0.8 KM (0.5 MI) WEST-SOUTHWEST OF THE INTERSECTION OF ROUTE 104 AND
 JY1639'PARSONS AVENUE IN SOUTH CENTRAL COLUMBUS.
 JY1639'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1639'
 JY1639'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 23 AND
 JY1639'STATE ROUTE 104 IN SOUTH CENTRAL COLUMBUS, GO
 JY1639'SOUTH FOR 0.3 KM (0.2 MI) ON U.S. ROUTE 23 (HIGH STREET) TO THE
 JY1639'JUNCTION OF DERING DRIVE ON THE LEFT AND THE STATION ON THE RIGHT
 JY1639'IN FRONT OF HOUSE NUMBER 2415 SOUTH HIGH STREET.
 JY1639'
 JY1639'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1639'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 34 1987---, AND IS
 JY1639'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1639'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 6.1 METERS (20 FT) AND
 JY1639'IS RECESSED 10.2 CM BELOW GROUND.  LOCATED 8.2 METERS (27.0 FT)
 JY1639'NORTH-NORTHWEST FROM THE CENTER OF A POWER POLE ON THE NORTH SIDE
 JY1639'OF THE DRIVEWAY TO HOUSE NUMBER 2415, 4.8 METERS (15.9 FT) WEST
 JY1639'FROM THE WEST EDGE OF THE ROUTE 23 PAVING, 13.1 METERS (43.0 FT)
 JY1639'SOUTH FROM THE EDGE OF A STEEL STREET LIGHT POLE ON THE WEST SIDE
 JY1639'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1640 ***********************************************************************
 JY1640  DESIGNATION -  FRANK 34 AZ MK
 JY1640  PID         -  JY1640
 JY1640  STATE/COUNTY-  OH/FRANKLIN
 JY1640  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1640
 JY1640                         *CURRENT SURVEY CONTROL
 JY1640  ___________________________________________________________________
 JY1640* NAD 83(1995)-  39 55 02.27697(N)    082 59 41.75860(W)     ADJUSTED  
 JY1640* NAVD 88     -       224.3    (meters)     736.     (feet)  VERTCON   
 JY1640  ___________________________________________________________________
 JY1640  X           -     597,437.567 (meters)                     COMP
 JY1640  Y           -  -4,862,183.645 (meters)                     COMP
 JY1640  Z           -   4,071,069.217 (meters)                     COMP
 JY1640  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 JY1640  ELLIP HEIGHT-         190.40  (meters)          (10/07/05) GPS OBS
 JY1640  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JY1640
 JY1640  HORZ ORDER  -  FIRST
 JY1640  ELLP ORDER  -  FOURTH    CLASS I
 JY1640
 JY1640.The horizontal coordinates were established by GPS observations
 JY1640.and adjusted by the National Geodetic Survey in April 1998..
 JY1640
 JY1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1640
 JY1640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1640
 JY1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1640
 JY1640.The ellipsoidal height was determined by GPS observations
 JY1640.and is referenced to NAD 83.
 JY1640
 JY1640.The geoid height was determined by GEOID03.
 JY1640
 JY1640;                    North         East     Units Scale Factor Converg.
 JY1640;SPC OH S     -   212,966.412   557,685.920   MT  0.99997910   -0 18 50.6
 JY1640;UTM  17      - 4,420,483.371   329,501.715   MT  0.99995788   -1 16 49.5
 JY1640
 JY1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1640!SPC OH S     -   0.99997013  x   0.99997910  =   0.99994923
 JY1640!UTM  17      -   0.99997013  x   0.99995788  =   0.99992801
 JY1640
 JY1640:                Primary Azimuth Mark                     Grid Az
 JY1640:SPC OH S     -  FRANK 34                                 185 41 20.0
 JY1640:UTM  17      -  FRANK 34                                 186 39 18.9
 JY1640
 JY1640|---------------------------------------------------------------------|
 JY1640| PID    Reference Object                     Distance      Geod. Az  |
 JY1640|                                                           dddmmss.s |
 JY1640| JY1639 FRANK 34                            APPROX. 0.5 KM 1852229.4 |
 JY1640|---------------------------------------------------------------------|
 JY1640
 JY1640                          SUPERSEDED SURVEY CONTROL
 JY1640
 JY1640  NAD 83(1986)-  39 55 02.28306(N)    082 59 41.76285(W) AD(       ) 1
 JY1640  NGVD 29 (09/26/89)  224.5    (m)          737.     (f) GPS OBS        
 JY1640
 JY1640.Superseded values are not recommended for survey control.
 JY1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1640.See file dsdata.txt to determine how the superseded data were derived.
 JY1640
 JY1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2950220483(NAD 83)
 JY1640_MARKER: DD = SURVEY DISK
 JY1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1640+STABILITY: SURFACE MOTION
 JY1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1640+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1640
 JY1640  HISTORY     - Date     Condition        Report By
 JY1640  HISTORY     - 1987     MONUMENTED       OH-049
 JY1640
 JY1640                          STATION DESCRIPTION
 JY1640
 JY1640'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1640'THE STATION IS LOCATED AT THE NORTHEAST CORNER
 JY1640'OF THE INTERSECTION OF U.S. ROUTE 23 (HIGH STREET) AND STATE
 JY1640'ROUTE 104 (FRANK ROAD),
 JY1640'1.6 KM (1.0 MI) EAST-SOUTHEAST OF THE INTERSECTION OF INTERSTATE 71
 JY1640'AND ROUTE 104,
 JY1640'0.8 KM (0.5 MI) WEST OF THE INTERSECTION OF ROUTE 104 AND
 JY1640'PARSONS AVENUE IN SOUTH CENTRAL COLUMBUS.
 JY1640'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1640'
 JY1640'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE JUNCTION OF
 JY1640'U.S. ROUTE 23 (HIGH STREET) AND STATE ROUTE 104 (FRANK ROAD) IN
 JY1640'SOUTH CENTRAL COLUMBUS JUST SOUTH OF THE WEST END OF THE EXIT RAMP
 JY1640'TO ROUTE 23 FROM ROUTE 104.
 JY1640'
 JY1640'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 34 AZ MK
 JY1640'1987---, AND IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM
 JY1640'IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 12.9 METERS (42.2
 JY1640'FT) NORTH FROM THE EDGE OF A LIGHT POLE ON THE SOUTH SIDE OF THE
 JY1640'ENTRANCE RAMP TO HIGHWAY 104, 26.8 METERS (88.0 FT) EAST FROM THE
 JY1640'BACK OF A CURB ON THE EAST SIDE OF HIGH STREET, 16.1 METERS (52.7
 JY1640'FT) WEST-SOUTHWEST FROM A POLE WITH A SIGN MARKED--WRONG WAY--, 6.2
 JY1640'METERS (20.3 FT) SOUTH FROM THE BACK OF A CURB ON THE SOUTH SIDE OF
 JY1640'THE ROUTE 104 EXIT RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1641 ***********************************************************************
 JY1641  DESIGNATION -  FRANK 35
 JY1641  PID         -  JY1641
 JY1641  STATE/COUNTY-  OH/FRANKLIN
 JY1641  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 JY1641
 JY1641                         *CURRENT SURVEY CONTROL
 JY1641  ___________________________________________________________________
 JY1641* NAD 83(1995)-  39 54 20.72096(N)    083 05 03.07252(W)     ADJUSTED  
 JY1641* NAVD 88     -       255.4    (meters)     838.     (feet)  VERTCON   
 JY1641  ___________________________________________________________________
 JY1641  X           -     589,964.565 (meters)                     COMP
 JY1641  Y           -  -4,863,948.549 (meters)                     COMP
 JY1641  Z           -   4,070,106.094 (meters)                     COMP
 JY1641  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 JY1641  ELLIP HEIGHT-         221.59  (meters)          (10/07/05) GPS OBS
 JY1641  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JY1641
 JY1641  HORZ ORDER  -  FIRST
 JY1641  ELLP ORDER  -  FOURTH    CLASS I
 JY1641
 JY1641.The horizontal coordinates were established by GPS observations
 JY1641.and adjusted by the National Geodetic Survey in April 1998..
 JY1641
 JY1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1641
 JY1641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1641
 JY1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1641
 JY1641.The ellipsoidal height was determined by GPS observations
 JY1641.and is referenced to NAD 83.
 JY1641
 JY1641.The geoid height was determined by GEOID03.
 JY1641
 JY1641;                    North         East     Units Scale Factor Converg.
 JY1641;SPC OH S     -   211,730.372   550,047.006   MT  0.99997725   -0 22 14.4
 JY1641;UTM  17      - 4,419,376.371   321,843.067   MT  0.99999076   -1 20 14.7
 JY1641
 JY1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1641!SPC OH S     -   0.99996524  x   0.99997725  =   0.99994249
 JY1641!UTM  17      -   0.99996524  x   0.99999076  =   0.99995600
 JY1641
 JY1641:                Primary Azimuth Mark                     Grid Az
 JY1641:SPC OH S     -  FRANK 35 AZ MK                           283 51 24.8
 JY1641:UTM  17      -  FRANK 35 AZ MK                           284 49 25.1
 JY1641
 JY1641|---------------------------------------------------------------------|
 JY1641| PID    Reference Object                     Distance      Geod. Az  |
 JY1641|                                                           dddmmss.s |
 JY1641| JY1642 FRANK 35 AZ MK                      APPROX. 0.7 KM 2832910.4 |
 JY1641|---------------------------------------------------------------------|
 JY1641
 JY1641                          SUPERSEDED SURVEY CONTROL
 JY1641
 JY1641  NAD 83(1986)-  39 54 20.72670(N)    083 05 03.07626(W) AD(       ) 1
 JY1641  NGVD 29 (09/26/89)  255.5    (m)          838.     (f) GPS OBS        
 JY1641
 JY1641.Superseded values are not recommended for survey control.
 JY1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1641.See file dsdata.txt to determine how the superseded data were derived.
 JY1641
 JY1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2184319376(NAD 83)
 JY1641_MARKER: I = METAL ROD
 JY1641_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1641_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1641_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1641+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1641
 JY1641  HISTORY     - Date     Condition        Report By
 JY1641  HISTORY     - 1987     MONUMENTED       OH-049
 JY1641
 JY1641                          STATION DESCRIPTION
 JY1641
 JY1641'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1641'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 JY1641'SOUTH OF COLUMBUS, ON INTERSTATE 270,
 JY1641'1.6 KM (1.0 MI) NORTH OF GROVE CITY,
 JY1641'0.6 KM (0.4 MI) WEST OF THE INTERSECTION OF ROUTE 62 AND INTERSTATE
 JY1641'270.
 JY1641'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1641'
 JY1641'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 270 AND U.S.
 JY1641'ROUTE 62 (STATE ROUTE 3) AT INTERCHANGE 2 IN JACKSON TOWNSHIP, GO
 JY1641'WEST FOR
 JY1641'0.6 KM (0.4 MI) ON INTERSTATE 270 TO THE STATION ON THE RIGHT IN
 JY1641'THE GRASS STRIP BETWEEN THE INTERSTATE 270 PAVEMENT AND A
 JY1641'RIGHT-OF-WAY FENCE.
 JY1641'
 JY1641'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1641'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 35 1987---, AND IS
 JY1641'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1641'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 4.9 METERS (16 FT) AND
 JY1641'IS RECESSED 10.2 CM BELOW GROUND.  LOCATED 15.5 METERS (50.7 FT)
 JY1641'SOUTH-SOUTHWEST FROM THE WEST ONE OF TWO WOOD SUPPORT POSTS FOR A
 JY1641'WIRE FENCE, 15.4 METERS (50.4 FT) SOUTH-SOUTHWEST FROM THE EAST ONE
 JY1641'OF TWO WOOD SUPPORT POSTS FOR A WIRE FENCE, 48.5 METERS
 JY1641'(159.0 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF A CONCRETE
 JY1641'DRAINAGE INLET, 6.4 METERS (20.9 FT) NORTH-NORTHEAST FROM THE NORTH
 JY1641'EDGE OF THE WESTBOUND PAVING OF INTERSTATE 270.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1642 ***********************************************************************
 JY1642  DESIGNATION -  FRANK 35 AZ MK
 JY1642  PID         -  JY1642
 JY1642  STATE/COUNTY-  OH/FRANKLIN
 JY1642  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 JY1642
 JY1642                         *CURRENT SURVEY CONTROL
 JY1642  ___________________________________________________________________
 JY1642* NAD 83(1995)-  39 54 26.23026(N)    083 05 32.90746(W)     ADJUSTED  
 JY1642* NAVD 88     -       258.1    (meters)     847.     (feet)  VERTCON   
 JY1642  ___________________________________________________________________
 JY1642  X           -     589,248.163 (meters)                     COMP
 JY1642  Y           -  -4,863,927.712 (meters)                     COMP
 JY1642  Z           -   4,070,238.214 (meters)                     COMP
 JY1642  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 JY1642  ELLIP HEIGHT-         224.35  (meters)          (10/07/05) GPS OBS
 JY1642  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JY1642
 JY1642  HORZ ORDER  -  FIRST
 JY1642  ELLP ORDER  -  FOURTH    CLASS I
 JY1642
 JY1642.The horizontal coordinates were established by GPS observations
 JY1642.and adjusted by the National Geodetic Survey in April 1998..
 JY1642
 JY1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1642
 JY1642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1642
 JY1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1642
 JY1642.The ellipsoidal height was determined by GPS observations
 JY1642.and is referenced to NAD 83.
 JY1642
 JY1642.The geoid height was determined by GEOID03.
 JY1642
 JY1642;                    North         East     Units Scale Factor Converg.
 JY1642;SPC OH S     -   211,904.902   549,339.480   MT  0.99997749   -0 22 33.4
 JY1642;UTM  17      - 4,419,562.817   321,138.576   MT  0.99999386   -1 20 34.0
 JY1642
 JY1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1642!SPC OH S     -   0.99996481  x   0.99997749  =   0.99994230
 JY1642!UTM  17      -   0.99996481  x   0.99999386  =   0.99995867
 JY1642
 JY1642:                Primary Azimuth Mark                     Grid Az
 JY1642:SPC OH S     -  FRANK 35                                 103 51 24.7
 JY1642:UTM  17      -  FRANK 35                                 104 49 25.3
 JY1642
 JY1642|---------------------------------------------------------------------|
 JY1642| PID    Reference Object                     Distance      Geod. Az  |
 JY1642|                                                           dddmmss.s |
 JY1642| JY1641 FRANK 35                            APPROX. 0.7 KM 1032851.3 |
 JY1642|---------------------------------------------------------------------|
 JY1642
 JY1642                          SUPERSEDED SURVEY CONTROL
 JY1642
 JY1642  ELLIP H (04/01/98)  224.36   (m)                       GP(       ) 4 1
 JY1642  NAD 83(1986)-  39 54 26.23616(N)    083 05 32.91118(W) AD(       ) 1
 JY1642  NGVD 29 (09/26/89)  258.3    (m)          847.     (f) GPS OBS        
 JY1642
 JY1642.Superseded values are not recommended for survey control.
 JY1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1642.See file dsdata.txt to determine how the superseded data were derived.
 JY1642
 JY1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2113919563(NAD 83)
 JY1642_MARKER: DD = SURVEY DISK
 JY1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1642_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1642+STABILITY: SURFACE MOTION
 JY1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1642+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1642
 JY1642  HISTORY     - Date     Condition        Report By
 JY1642  HISTORY     - 1987     MONUMENTED       OH-049
 JY1642
 JY1642                          STATION DESCRIPTION
 JY1642
 JY1642'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1642'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 JY1642'SOUTH OF COLUMBUS,
 JY1642'ON INTERSTATE 270, 1.6 KM (1.0 MI) NORTH OF GROVE CITY,
 JY1642'1.6 KM (1.0 MI) WEST OF THE JUNCTION OF U.S. ROUTE 62 AND
 JY1642'INTERSTATE 270 IN JACKSON TOWNSHIP.
 JY1642'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1642'
 JY1642'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 270 AND U.S.
 JY1642'ROUTE 62 (STATE ROUTE 3) AT INTERCHANGE 2 IN JACKSON TOWNSHIP, GO
 JY1642'WEST FOR 1.6 KM (1.0 MI) ON INTERSTATE 270 TO THE STATION ON THE
 JY1642'RIGHT ON THE NORTH SIDE OF INTERSTATE 270 JUST EAST OF THE BIG RUN
 JY1642'SOUTH ROAD OVERPASS, AND AT THE EAST END OF A METAL GUARDRAIL.
 JY1642'
 JY1642'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 35 AZ MK
 JY1642'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1642'DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED 1.8 METERS (6.0 FT)
 JY1642'NORTH-NORTHEAST FROM THE NORTH EDGE OF THE WESTBOUND PAVING ON
 JY1642'INTERSTATE 270, 18.1 METERS (59.5 FT) SOUTH-SOUTHWEST FROM THE
 JY1642'NORTH RIGHT-OF-WAY FENCE LINE OF INTERSTATE 270, 31.0 METERS
 JY1642'(101.6 FT) EAST-SOUTHEAST FROM THE EAST EDGE OF THE EAST CONCRETE
 JY1642'SUPPORT PILLAR OF THE BIG RUN ROAD OVERPASS, 2.8 METERS (9.1 FT)
 JY1642'EAST FROM THE NORTHEAST CORNER OF THE EAST H-BEAM GUARDRAIL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1643 ***********************************************************************
 JY1643  DESIGNATION -  FRANK 38
 JY1643  PID         -  JY1643
 JY1643  STATE/COUNTY-  OH/FRANKLIN
 JY1643  USGS QUAD   -  GALLOWAY (1994)
 JY1643
 JY1643                         *CURRENT SURVEY CONTROL
 JY1643  ___________________________________________________________________
 JY1643* NAD 83(1995)-  39 56 54.64486(N)    083 13 04.32903(W)     ADJUSTED  
 JY1643* NAVD 88     -       283.1    (meters)     929.     (feet)  VERTCON   
 JY1643  ___________________________________________________________________
 JY1643  X           -     578,257.103 (meters)                     COMP
 JY1643  Y           -  -4,862,307.312 (meters)                     COMP
 JY1643  Z           -   4,073,764.732 (meters)                     COMP
 JY1643  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 JY1643  ELLIP HEIGHT-         249.48  (meters)          (10/07/05) GPS OBS
 JY1643  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JY1643
 JY1643  HORZ ORDER  -  FIRST
 JY1643  ELLP ORDER  -  FOURTH    CLASS I
 JY1643
 JY1643.The horizontal coordinates were established by GPS observations
 JY1643.and adjusted by the National Geodetic Survey in April 1998..
 JY1643
 JY1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1643
 JY1643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1643
 JY1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1643
 JY1643.The ellipsoidal height was determined by GPS observations
 JY1643.and is referenced to NAD 83.
 JY1643
 JY1643.The geoid height was determined by GEOID03.
 JY1643
 JY1643;                    North         East     Units Scale Factor Converg.
 JY1643;SPC OH S     -   216,559.953   538,653.974   MT  0.99998432   -0 27 19.8
 JY1643;UTM  17      - 4,424,397.887   310,532.840   MT  1.00004195   -1 25 28.3
 JY1643
 JY1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1643!SPC OH S     -   0.99996086  x   0.99998432  =   0.99994518
 JY1643!UTM  17      -   0.99996086  x   1.00004195  =   1.00000281
 JY1643
 JY1643:                Primary Azimuth Mark                     Grid Az
 JY1643:SPC OH S     -  FRANK 38 AZ MK                           088 18 05.4
 JY1643:UTM  17      -  FRANK 38 AZ MK                           089 16 13.9
 JY1643
 JY1643|---------------------------------------------------------------------|
 JY1643| PID    Reference Object                     Distance      Geod. Az  |
 JY1643|                                                           dddmmss.s |
 JY1643| JY1644 FRANK 38 AZ MK                      APPROX. 0.9 KM 0875045.6 |
 JY1643|---------------------------------------------------------------------|
 JY1643
 JY1643                          SUPERSEDED SURVEY CONTROL
 JY1643
 JY1643  ELLIP H (04/01/98)  249.46   (m)                       GP(       ) 4 1
 JY1643  NAD 83(1986)-  39 56 54.64992(N)    083 13 04.33313(W) AD(       ) 1
 JY1643  NGVD 29 (09/26/89)  283.3    (m)          929.     (f) GPS OBS        
 JY1643
 JY1643.Superseded values are not recommended for survey control.
 JY1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1643.See file dsdata.txt to determine how the superseded data were derived.
 JY1643
 JY1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1053324398(NAD 83)
 JY1643_MARKER: I = METAL ROD
 JY1643_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1643_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1643_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1643+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003
 JY1643
 JY1643  HISTORY     - Date     Condition        Report By
 JY1643  HISTORY     - 1987     MONUMENTED       OH-049
 JY1643  HISTORY     - 20030802 GOOD             USPSQD
 JY1643
 JY1643                          STATION DESCRIPTION
 JY1643
 JY1643'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1643'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 JY1643'WEST OF ALTON, ON HIGHWAY 40 (BROAD STREET),
 JY1643'4.0 KM (2.5 MI) SOUTH OF INTERSTATE 70,
 JY1643'1.6 KM (1.0 MI) EAST OF THE BIG DARBY CREEK.
 JY1643'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1643'
 JY1643'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 40 AND ALTON
 JY1643'ROAD IN ALTON, GO WEST FOR 3.6 KM (2.25 MI) ON HIGHWAY 40 (BROAD
 JY1643'STREET) TO THE (T) INTERSECTION LEFT OF DARBY CREEK DRIVE AND THE
 JY1643'STATION ON THE RIGHT ON THE NORTH SIDE OF HIGHWAY 40 JUST WEST OF THE
 JY1643'DARBY CREEK DRIVE CENTERLINE EXTENDED.
 JY1643'
 JY1643'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1643'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 38 1987---, AND IS
 JY1643'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1643'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 4.9 METERS (16 FT) AND
 JY1643'IS RECESSED 15.2 CM BELOW GROUND.  LOCATED 14.7 METERS (48.3 FT)
 JY1643'EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF AN H-BEAM CORNER POST
 JY1643'FOR A BILLBOARD SIGN, 5.9 METERS (19.4 FT) EAST-SOUTHEAST FROM THE
 JY1643'EDGE OF A POWER POLE ON THE FENCE LINE, 4.1 METERS (13.5 FT) NORTH
 JY1643'FROM THE NORTH EDGE OF THE ROUTE 40 PAVING, 2.7 METERS (9.0 FT)
 JY1643'SOUTH FROM A WIRE FENCE LINE, 0.6 METERS (2 FT) SOUTH FROM A
 JY1643'FRANKLIN COUNTY ENGINEER WITNESS POST.
 JY1643
 JY1643                          STATION RECOVERY (2003)
 JY1643
 JY1643'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 JY1643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1644 ***********************************************************************
 JY1644  DESIGNATION -  FRANK 38 AZ MK
 JY1644  PID         -  JY1644
 JY1644  STATE/COUNTY-  OH/FRANKLIN
 JY1644  USGS QUAD   -  GALLOWAY (1994)
 JY1644
 JY1644                         *CURRENT SURVEY CONTROL
 JY1644  ___________________________________________________________________
 JY1644* NAD 83(1995)-  39 56 55.68757(N)    083 12 28.25542(W)     ADJUSTED  
 JY1644* NAVD 88     -       282.9    (meters)     928.     (feet)  VERTCON   
 JY1644  ___________________________________________________________________
 JY1644  X           -     579,105.002 (meters)                     COMP
 JY1644  Y           -  -4,862,185.449 (meters)                     COMP
 JY1644  Z           -   4,073,789.260 (meters)                     COMP
 JY1644  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 JY1644  ELLIP HEIGHT-         249.28  (meters)          (10/07/05) GPS OBS
 JY1644  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JY1644
 JY1644  HORZ ORDER  -  FIRST
 JY1644  ELLP ORDER  -  FOURTH    CLASS I
 JY1644
 JY1644.The horizontal coordinates were established by GPS observations
 JY1644.and adjusted by the National Geodetic Survey in April 1998..
 JY1644
 JY1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1644
 JY1644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1644
 JY1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1644
 JY1644.The ellipsoidal height was determined by GPS observations
 JY1644.and is referenced to NAD 83.
 JY1644
 JY1644.The geoid height was determined by GEOID03.
 JY1644
 JY1644;                    North         East     Units Scale Factor Converg.
 JY1644;SPC OH S     -   216,585.352   539,510.513   MT  0.99998437   -0 26 56.9
 JY1644;UTM  17      - 4,424,408.797   311,389.734   MT  1.00003796   -1 25 05.1
 JY1644
 JY1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1644!SPC OH S     -   0.99996089  x   0.99998437  =   0.99994527
 JY1644!UTM  17      -   0.99996089  x   1.00003796  =   0.99999885
 JY1644
 JY1644:                Primary Azimuth Mark                     Grid Az
 JY1644:SPC OH S     -  FRANK 38                                 268 18 05.7
 JY1644:UTM  17      -  FRANK 38                                 269 16 13.9
 JY1644
 JY1644|---------------------------------------------------------------------|
 JY1644| PID    Reference Object                     Distance      Geod. Az  |
 JY1644|                                                           dddmmss.s |
 JY1644| JY1643 FRANK 38                            APPROX. 0.9 KM 2675108.8 |
 JY1644|---------------------------------------------------------------------|
 JY1644
 JY1644                          SUPERSEDED SURVEY CONTROL
 JY1644
 JY1644  ELLIP H (04/01/98)  249.25   (m)                       GP(       ) 4 1
 JY1644  NAD 83(1986)-  39 56 55.69254(N)    083 12 28.26005(W) AD(       ) 1
 JY1644  NGVD 29 (09/26/89)  283.1    (m)          929.     (f) GPS OBS        
 JY1644
 JY1644.Superseded values are not recommended for survey control.
 JY1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1644.See file dsdata.txt to determine how the superseded data were derived.
 JY1644
 JY1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1139024409(NAD 83)
 JY1644_MARKER: DD = SURVEY DISK
 JY1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1644_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1644+STABILITY: SURFACE MOTION
 JY1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1644+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003
 JY1644
 JY1644  HISTORY     - Date     Condition        Report By
 JY1644  HISTORY     - 1987     MONUMENTED       OH-049
 JY1644  HISTORY     - 20030802 GOOD             USPSQD
 JY1644
 JY1644                          STATION DESCRIPTION
 JY1644
 JY1644'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1644'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 JY1644'WEST OF ALTON, ON HIGHWAY 40 (BROAD STREET),
 JY1644'4.0 KM (2.5 MI) SOUTH OF INTERSTATE 70,
 JY1644'2.4 KM (1.5 MI) EAST OF THE INTERSECTION OF U.S. ROUTE 40 AND BIG
 JY1644'DARBY CREEK.
 JY1644'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1644'
 JY1644'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 40 AND
 JY1644'ALTON ROAD IN ALTON, GO WEST FOR 2.7 KM (1.7 MI) ON U.S. ROUTE 40
 JY1644'(BROAD STREET) TO THE STATION ON THE LEFT IN THE MEDIAN BETWEEN THE
 JY1644'EAST AND WESTBOUND LANES, ABOUT 84 METERS (275 FT) EAST FROM THE
 JY1644'EAST LINE OF HOUSE NUMBER 7812 AND 46 METERS (150 FT) EAST FROM THE
 JY1644'POINT OF GRASS AT A CROSSOVER BETWEEN LANES.
 JY1644'
 JY1644'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 38 AZ MK
 JY1644'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1644'DIAMETER RECESSED 8 CM BELOW GROUND.  LOCATED 0.9 METERS (3.0 FT)
 JY1644'SOUTH FROM THE SOUTH EDGE OF THE WESTBOUND PAVING, 0.9 METERS (2.9
 JY1644'FT) NORTH FROM THE NORTH EDGE OF THE EASTBOUND PAVING, 19.7 METERS
 JY1644'(64.7 FT) NORTHEAST FROM A POWER POLE ON THE SOUTH SIDE OF ROUTE
 JY1644'40, 36.7 METERS (120.4 FT) WEST-SOUTHWEST FROM A POWER POLE NUMBER
 JY1644'340 A 100 ON THE NORTH SIDE OF ROUTE 40.
 JY1644
 JY1644                          STATION RECOVERY (2003)
 JY1644
 JY1644'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 JY1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1645 ***********************************************************************
 JY1645  DESIGNATION -  FRANK 39
 JY1645  PID         -  JY1645
 JY1645  STATE/COUNTY-  OH/FRANKLIN
 JY1645  USGS QUAD   -  GALLOWAY (1994)
 JY1645
 JY1645                         *CURRENT SURVEY CONTROL
 JY1645  ___________________________________________________________________
 JY1645* NAD 83(1995)-  39 57 01.65092(N)    083 10 16.60303(W)     ADJUSTED  
 JY1645* NAVD 88     -       276.0    (meters)     906.     (feet)  VERTCON   
 JY1645  ___________________________________________________________________
 JY1645  X           -     582,193.593 (meters)                     COMP
 JY1645  Y           -  -4,861,692.314 (meters)                     COMP
 JY1645  Z           -   4,073,925.834 (meters)                     COMP
 JY1645  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 JY1645  ELLIP HEIGHT-         242.38  (meters)          (10/07/05) GPS OBS
 JY1645  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JY1645
 JY1645  HORZ ORDER  -  FIRST
 JY1645  ELLP ORDER  -  FOURTH    CLASS I
 JY1645
 JY1645.The horizontal coordinates were established by GPS observations
 JY1645.and adjusted by the National Geodetic Survey in April 1998..
 JY1645
 JY1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1645
 JY1645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1645
 JY1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1645
 JY1645.The ellipsoidal height was determined by GPS observations
 JY1645.and is referenced to NAD 83.
 JY1645
 JY1645.The geoid height was determined by GEOID03.
 JY1645
 JY1645;                    North         East     Units Scale Factor Converg.
 JY1645;SPC OH S     -   216,745.404   542,636.934   MT  0.99998466   -0 25 33.4
 JY1645;UTM  17      - 4,424,515.970   314,518.559   MT  1.00002355   -1 23 40.7
 JY1645
 JY1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1645!SPC OH S     -   0.99996198  x   0.99998466  =   0.99994664
 JY1645!UTM  17      -   0.99996198  x   1.00002355  =   0.99998553
 JY1645
 JY1645:                Primary Azimuth Mark                     Grid Az
 JY1645:SPC OH S     -  FRANK 39 AZ MK                           089 56 04.2
 JY1645:UTM  17      -  FRANK 39 AZ MK                           090 54 11.5
 JY1645
 JY1645|---------------------------------------------------------------------|
 JY1645| PID    Reference Object                     Distance      Geod. Az  |
 JY1645|                                                           dddmmss.s |
 JY1645| JY1646 FRANK 39 AZ MK                      APPROX. 0.5 KM 0893030.8 |
 JY1645|---------------------------------------------------------------------|
 JY1645
 JY1645                          SUPERSEDED SURVEY CONTROL
 JY1645
 JY1645  ELLIP H (04/01/98)  242.36   (m)                       GP(       ) 4 1
 JY1645  NAD 83(1986)-  39 57 01.65547(N)    083 10 16.60779(W) AD(       ) 1
 JY1645  NGVD 29 (09/26/89)  276.2    (m)          906.     (f) GPS OBS        
 JY1645
 JY1645.Superseded values are not recommended for survey control.
 JY1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1645.See file dsdata.txt to determine how the superseded data were derived.
 JY1645
 JY1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1451924516(NAD 83)
 JY1645_MARKER: I = METAL ROD
 JY1645_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1645_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1645_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1645+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003
 JY1645
 JY1645  HISTORY     - Date     Condition        Report By
 JY1645  HISTORY     - 1987     MONUMENTED       OH-049
 JY1645  HISTORY     - 20030802 GOOD             USPSQD
 JY1645
 JY1645                          STATION DESCRIPTION
 JY1645
 JY1645'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1645'THE STATION IS LOCATED ABOUT 0.4 KM (0.25 MI)
 JY1645'EAST OF ALTON ROAD ON HIGHWAY 40 IN ALTON,
 JY1645'2.4 KM (1.5 MI) WEST OF NEW ROME,
 JY1645'3.2 KM (2.0 MI) SOUTHWEST OF THE INTERSECTION OF INTERSTATE 70 AND
 JY1645'THE HILLIARD-ROME ROAD.
 JY1645'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1645'
 JY1645'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 270 AND
 JY1645'HIGHWAY 40 (BROAD STREET) AT INTERCHANGE 7 IN FRANKLIN TOWNSHIP, GO
 JY1645'WEST FOR 4.1 KM (2.55 MI) ON HIGHWAY 40 (BROAD STREET) TO THE
 JY1645'ALTON-DARBY CREEK ROAD ON THE RIGHT.
 JY1645'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.3 KM (0.2 MI) ON HIGHWAY
 JY1645'40 TO THE STATION ON THE RIGHT ON THE NORTH SIDE OF HIGHWAY 40.
 JY1645'
 JY1645'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1645'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 39 1987---, AND IS
 JY1645'RECESSED 2.5 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1645'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 9.8 METERS (32 FT) AND
 JY1645'IS RECESSED 8 CM BELOW GROUND.  LOCATED 1.1 METERS (3.7 FT) NORTH
 JY1645'FROM A PK NAIL IN THE NORTH EDGE OF THE ROUTE 40 PAVING, 2.6 METERS
 JY1645'(8.6 FT) WEST FROM A REFLECTOR SIGN POST, 35.6 METERS (116.8 FT)
 JY1645'EAST FROM THE CENTER OF A CONCRETE POST, 0.6 METERS (2 FT) SOUTH
 JY1645'FROM A FRANKLIN COUNTY ENGINEER WITNESS POST.
 JY1645
 JY1645                          STATION RECOVERY (2003)
 JY1645
 JY1645'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 JY1645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1646 ***********************************************************************
 JY1646  DESIGNATION -  FRANK 39 AZ MK
 JY1646  PID         -  JY1646
 JY1646  STATE/COUNTY-  OH/FRANKLIN
 JY1646  USGS QUAD   -  GALLOWAY (1994)
 JY1646
 JY1646                         *CURRENT SURVEY CONTROL
 JY1646  ___________________________________________________________________
 JY1646* NAD 83(1995)-  39 57 01.79385(N)    083 09 54.86621(W)     ADJUSTED  
 JY1646* NAVD 88     -       280.5    (meters)     920.     (feet)  VERTCON   
 JY1646  ___________________________________________________________________
 JY1646  X           -     582,705.997 (meters)                     COMP
 JY1646  Y           -  -4,861,631.494 (meters)                     COMP
 JY1646  Z           -   4,073,932.058 (meters)                     COMP
 JY1646  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 JY1646  ELLIP HEIGHT-         246.81  (meters)          (10/07/05) GPS OBS
 JY1646  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JY1646
 JY1646  HORZ ORDER  -  FIRST
 JY1646  ELLP ORDER  -  FOURTH    CLASS I
 JY1646
 JY1646.The horizontal coordinates were established by GPS observations
 JY1646.and adjusted by the National Geodetic Survey in April 1998..
 JY1646
 JY1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1646
 JY1646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1646
 JY1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1646
 JY1646.The ellipsoidal height was determined by GPS observations
 JY1646.and is referenced to NAD 83.
 JY1646
 JY1646.The geoid height was determined by GEOID03.
 JY1646
 JY1646;                    North         East     Units Scale Factor Converg.
 JY1646;SPC OH S     -   216,745.994   543,152.925   MT  0.99998466   -0 25 19.6
 JY1646;UTM  17      - 4,424,507.836   315,034.506   MT  1.00002119   -1 23 26.7
 JY1646
 JY1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1646!SPC OH S     -   0.99996128  x   0.99998466  =   0.99994594
 JY1646!UTM  17      -   0.99996128  x   1.00002119  =   0.99998247
 JY1646
 JY1646:                Primary Azimuth Mark                     Grid Az
 JY1646:SPC OH S     -  FRANK 39                                 269 56 04.4
 JY1646:UTM  17      -  FRANK 39                                 270 54 11.5
 JY1646
 JY1646|---------------------------------------------------------------------|
 JY1646| PID    Reference Object                     Distance      Geod. Az  |
 JY1646|                                                           dddmmss.s |
 JY1646| JY1645 FRANK 39                            APPROX. 0.5 KM 2693044.8 |
 JY1646|---------------------------------------------------------------------|
 JY1646
 JY1646                          SUPERSEDED SURVEY CONTROL
 JY1646
 JY1646  ELLIP H (04/01/98)  246.79   (m)                       GP(       ) 4 1
 JY1646  NAD 83(1986)-  39 57 01.79846(N)    083 09 54.87099(W) AD(       ) 1
 JY1646  NGVD 29 (09/26/89)  280.6    (m)          921.     (f) GPS OBS        
 JY1646
 JY1646.Superseded values are not recommended for survey control.
 JY1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1646.See file dsdata.txt to determine how the superseded data were derived.
 JY1646
 JY1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1503524508(NAD 83)
 JY1646_MARKER: DD = SURVEY DISK
 JY1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1646_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1646+STABILITY: SURFACE MOTION
 JY1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1646+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003
 JY1646
 JY1646  HISTORY     - Date     Condition        Report By
 JY1646  HISTORY     - 1987     MONUMENTED       OH-049
 JY1646  HISTORY     - 20030802 GOOD             USPSQD
 JY1646
 JY1646                          STATION DESCRIPTION
 JY1646
 JY1646'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1646'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 JY1646'EAST OF ALTON, ON HIGHWAY 40,
 JY1646'3.2 KM (2.0 MI) SOUTH OF INTERSTATE 70,
 JY1646'1.0 KM (0.6 MI) WEST OF THE INTERSECTION OF HIGHWAY 40 AND GALLOWAY
 JY1646'ROAD.
 JY1646'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1646'
 JY1646'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 270 AND
 JY1646'HIGHWAY 40 (BROAD STREET) AT INTERCHANGE 7 IN FRANKLIN TOWNSHIP, GO
 JY1646'WEST FOR 3.2 KM (2.0 MI) ON HIGHWAY 40 TO DOHERTY ROAD ON THE
 JY1646'RIGHT.
 JY1646'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.7 KM (0.45 MI) ON HIGHWAY
 JY1646'40 TO THE STATION ON THE LEFT ON THE SOUTH SIDE OF HIGHWAY 40 AND
 JY1646'JUST WEST OF THE GRAVEL DRIVEWAY TO A LARGE TWO STORY BRICK HOUSE
 JY1646'NUMBER 6145.
 JY1646'
 JY1646'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 39 AZ MK
 JY1646'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1646'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 6.4 METERS (21.0 FT)
 JY1646'SOUTH FROM THE SOUTH EDGE OF THE ROUTE 40 PAVING, 9.4 METERS (31.0
 JY1646'FT) WEST FROM THE CENTERLINE OF A GRAVEL DRIVEWAY TO A TWO STORY
 JY1646'BRICK HOUSE, 17.9 METERS (58.8 FT) EAST FROM THE EDGE OF A POWER
 JY1646'POLE ON THE SOUTH SIDE OF ROUTE 40, 35.9 METERS (117.7 FT) WEST
 JY1646'FROM THE MAILBOX POST FOR THE RED BRICK HOUSE NUMBER 6145.
 JY1646
 JY1646                          STATION RECOVERY (2003)
 JY1646
 JY1646'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 JY1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1647 ***********************************************************************
 JY1647  DESIGNATION -  FRANK 40
 JY1647  PID         -  JY1647
 JY1647  STATE/COUNTY-  OH/FRANKLIN
 JY1647  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 JY1647
 JY1647                         *CURRENT SURVEY CONTROL
 JY1647  ___________________________________________________________________
 JY1647* NAD 83(1995)-  39 57 11.13191(N)    083 06 41.12904(W)     ADJUSTED  
 JY1647* NAVD 88     -       266.3    (meters)     874.     (feet)  VERTCON   
 JY1647  ___________________________________________________________________
 JY1647  X           -     587,248.589 (meters)                     COMP
 JY1647  Y           -  -4,860,887.460 (meters)                     COMP
 JY1647  Z           -   4,074,143.604 (meters)                     COMP
 JY1647  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 JY1647  ELLIP HEIGHT-         232.41  (meters)          (10/07/05) GPS OBS
 JY1647  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JY1647
 JY1647  HORZ ORDER  -  FIRST
 JY1647  ELLP ORDER  -  FOURTH    CLASS I
 JY1647
 JY1647.The horizontal coordinates were established by GPS observations
 JY1647.and adjusted by the National Geodetic Survey in April 1998..
 JY1647
 JY1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1647
 JY1647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1647
 JY1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1647
 JY1647.The ellipsoidal height was determined by GPS observations
 JY1647.and is referenced to NAD 83.
 JY1647
 JY1647.The geoid height was determined by GEOID03.
 JY1647
 JY1647;                    North         East     Units Scale Factor Converg.
 JY1647;SPC OH S     -   217,001.485   547,753.552   MT  0.99998511   -0 23 16.7
 JY1647;UTM  17      - 4,424,685.535   319,638.913   MT  1.00000048   -1 21 22.5
 JY1647
 JY1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1647!SPC OH S     -   0.99996354  x   0.99998511  =   0.99994865
 JY1647!UTM  17      -   0.99996354  x   1.00000048  =   0.99996402
 JY1647
 JY1647:                Primary Azimuth Mark                     Grid Az
 JY1647:SPC OH S     -  FRANK 40 AZ MK                           268 11 54.2
 JY1647:UTM  17      -  FRANK 40 AZ MK                           269 10 00.0
 JY1647
 JY1647|---------------------------------------------------------------------|
 JY1647| PID    Reference Object                     Distance      Geod. Az  |
 JY1647|                                                           dddmmss.s |
 JY1647| JY1648 FRANK 40 AZ MK                      APPROX. 0.6 KM 2674837.5 |
 JY1647|---------------------------------------------------------------------|
 JY1647
 JY1647                          SUPERSEDED SURVEY CONTROL
 JY1647
 JY1647  NAD 83(1986)-  39 57 11.13582(N)    083 06 41.13455(W) AD(       ) 1
 JY1647  NGVD 29 (09/26/89)  266.4    (m)          874.     (f) GPS OBS        
 JY1647
 JY1647.Superseded values are not recommended for survey control.
 JY1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1647.See file dsdata.txt to determine how the superseded data were derived.
 JY1647
 JY1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1963924686(NAD 83)
 JY1647_MARKER: I = METAL ROD
 JY1647_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1647_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1647_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1647+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1647
 JY1647  HISTORY     - Date     Condition        Report By
 JY1647  HISTORY     - 1987     MONUMENTED       OH-049
 JY1647
 JY1647                          STATION DESCRIPTION
 JY1647
 JY1647'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1647'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI)
 JY1647'EAST OF INTERSTATE 270 ON HIGHWAY 40 (BROAD STREET) IN WEST
 JY1647'COLUMBUS,
 JY1647'2.6 KM (1.6 MI) SOUTH OF INTERSTATE 70,
 JY1647'0.1 KM (0.05 MI) WEST OF GEORGESVILLE ROAD IN FRANKLIN TOWNSHIP.
 JY1647'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1647'
 JY1647'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 270 AND
 JY1647'HIGHWAY 40 (BROAD STREET) AT INTERCHANGE 7 IN FRANKLIN TOWNSHIP, GO
 JY1647'EAST FOR 0.6 KM (0.4 MI) ON HIGHWAY 40 TO THE STATION ON THE LEFT
 JY1647'IN THE MEDIAN BETWEEN THE EAST AND WESTBOUND LANES.
 JY1647'
 JY1647'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1647'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 40 1987---, AND IS
 JY1647'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1647'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 3.7 METERS (12 FT) AND
 JY1647'IS RECESSED 8.7 CM BELOW GROUND.  LOCATED 2.2 METERS (7.2 FT) SOUTH
 JY1647'FROM THE BACK OF A CURB AT THE SOUTH SIDE OF WESTBOUND ROUTE 40,
 JY1647'2.5 METERS (8.3 FT) NORTH FROM THE BACK OF A CURB AT THE NORTH SIDE
 JY1647'OF EASTBOUND ROUTE 40, 19.5 METERS (64.1 FT) EAST FROM THE
 JY1647'SOUTHEAST CORNER OF A CONCRETE PAD, 18.2 METERS (59.6 FT) SOUTH
 JY1647'FROM A POWER POLE ON THE NORTH SIDE OF ROUTE 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1648 ***********************************************************************
 JY1648  DESIGNATION -  FRANK 40 AZ MK
 JY1648  PID         -  JY1648
 JY1648  STATE/COUNTY-  OH/FRANKLIN
 JY1648  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 JY1648
 JY1648                         *CURRENT SURVEY CONTROL
 JY1648  ___________________________________________________________________
 JY1648* NAD 83(1995)-  39 57 10.44977(N)    083 07 04.28928(W)     ADJUSTED  
 JY1648* NAVD 88     -       270.2    (meters)     886.     (feet)  VERTCON   
 JY1648  ___________________________________________________________________
 JY1648  X           -     586,704.768 (meters)                     COMP
 JY1648  Y           -  -4,860,969.795 (meters)                     COMP
 JY1648  Z           -   4,074,130.018 (meters)                     COMP
 JY1648  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 JY1648  ELLIP HEIGHT-         236.37  (meters)          (10/07/05) GPS OBS
 JY1648  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JY1648
 JY1648  HORZ ORDER  -  FIRST
 JY1648  ELLP ORDER  -  FOURTH    CLASS I
 JY1648
 JY1648.The horizontal coordinates were established by GPS observations
 JY1648.and adjusted by the National Geodetic Survey in April 1998..
 JY1648
 JY1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1648
 JY1648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1648
 JY1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1648
 JY1648.The ellipsoidal height was determined by GPS observations
 JY1648.and is referenced to NAD 83.
 JY1648
 JY1648.The geoid height was determined by GEOID03.
 JY1648
 JY1648;                    North         East     Units Scale Factor Converg.
 JY1648;SPC OH S     -   216,984.188   547,203.680   MT  0.99998508   -0 23 31.4
 JY1648;UTM  17      - 4,424,677.533   319,088.819   MT  1.00000293   -1 21 37.3
 JY1648
 JY1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1648!SPC OH S     -   0.99996292  x   0.99998508  =   0.99994800
 JY1648!UTM  17      -   0.99996292  x   1.00000293  =   0.99996585
 JY1648
 JY1648:                Primary Azimuth Mark                     Grid Az
 JY1648:SPC OH S     -  FRANK 40                                 088 11 54.0
 JY1648:UTM  17      -  FRANK 40                                 089 09 59.9
 JY1648
 JY1648|---------------------------------------------------------------------|
 JY1648| PID    Reference Object                     Distance      Geod. Az  |
 JY1648|                                                           dddmmss.s |
 JY1648| JY1647 FRANK 40                            APPROX. 0.6 KM 0874822.6 |
 JY1648|---------------------------------------------------------------------|
 JY1648
 JY1648                          SUPERSEDED SURVEY CONTROL
 JY1648
 JY1648  ELLIP H (04/01/98)  236.35   (m)                       GP(       ) 4 1
 JY1648  NAD 83(1986)-  39 57 10.45378(N)    083 07 04.29461(W) AD(       ) 1
 JY1648  NGVD 29 (09/26/89)  270.4    (m)          887.     (f) GPS OBS        
 JY1648
 JY1648.Superseded values are not recommended for survey control.
 JY1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1648.See file dsdata.txt to determine how the superseded data were derived.
 JY1648
 JY1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1908924678(NAD 83)
 JY1648_MARKER: DD = SURVEY DISK
 JY1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1648_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1648+STABILITY: SURFACE MOTION
 JY1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1648+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003
 JY1648
 JY1648  HISTORY     - Date     Condition        Report By
 JY1648  HISTORY     - 1987     MONUMENTED       OH-049
 JY1648  HISTORY     - 20030802 GOOD             USPSQD
 JY1648
 JY1648                          STATION DESCRIPTION
 JY1648
 JY1648'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1648'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI)
 JY1648'EAST OF INTERSTATE 270 ON HIGHWAY 40 (BROAD STREET) IN WEST
 JY1648'COLUMBUS,
 JY1648'2.6 KM (1.6 MI) SOUTH OF INTERSTATE 70,
 JY1648'0.6 KM (0.4 MI) WEST OF THE INTERSECTION OF GEORGESVILLE ROAD AND
 JY1648'HIGHWAY 40 IN FRANKLIN TOWNSHIP.
 JY1648'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1648'
 JY1648'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70 AND
 JY1648'HIGHWAY 40 (BROAD STREET) AT INTERCHANGE 97 IN COLUMBUS, GO
 JY1648'WEST FOR 5.6 KM (3.5 MI) ON HIGHWAY 40 (BROAD STREET) TO
 JY1648'GEORGESVILLE ROAD ON THE LEFT.
 JY1648'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.6 KM (0.4 MI) ON HIGHWAY
 JY1648'40 TO THE STATION ON THE RIGHT IN THE GRASS PLOT AT THE ENTRANCE
 JY1648'RAMP TO INTERSTATE 270 NORTH.
 JY1648'
 JY1648'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 40 AZ MK
 JY1648'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1648'DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED 8.6 METERS (28.4
 JY1648'FT) WEST FROM THE EAST POINT OF A CONCRETE ISLAND, 2.4 METERS
 JY1648'(8.0 FT) SOUTH-SOUTHWEST FROM THE BACK OF A CURB ON THE NORTH SIDE
 JY1648'OF THE ISLAND, 2.6 METERS (8.5 FT) NORTH FROM THE BACK OF A CURB ON
 JY1648'THE SOUTH SIDE OF THE ISLAND, 5.5 METERS (17.9 FT) EAST-NORTHEAST
 JY1648'FROM THE SOUTHEAST ANCHOR BOLT OF A HIGHWAY SIGN MARKED--I-270 N TO
 JY1648'DUBLIN I-70--.
 JY1648
 JY1648                          STATION RECOVERY (2003)
 JY1648
 JY1648'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 JY1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1649 ***********************************************************************
 JY1649  DESIGNATION -  FRANK 43
 JY1649  PID         -  JY1649
 JY1649  STATE/COUNTY-  OH/FRANKLIN
 JY1649  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1649
 JY1649                         *CURRENT SURVEY CONTROL
 JY1649  ___________________________________________________________________
 JY1649* NAD 83(1995)-  39 57 12.17475(N)    082 57 51.71535(W)     ADJUSTED  
 JY1649* NAVD 88     -       233.8    (meters)     767.     (feet)  VERTCON   
 JY1649  ___________________________________________________________________
 JY1649  X           -     599,717.355 (meters)                     COMP
 JY1649  Y           -  -4,859,318.959 (meters)                     COMP
 JY1649  Z           -   4,074,147.397 (meters)                     COMP
 JY1649  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 JY1649  ELLIP HEIGHT-         199.92  (meters)          (10/07/05) GPS OBS
 JY1649  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JY1649
 JY1649  HORZ ORDER  -  FIRST
 JY1649  ELLP ORDER  -  FOURTH    CLASS I
 JY1649
 JY1649.The horizontal coordinates were established by GPS observations
 JY1649.and adjusted by the National Geodetic Survey in April 1998..
 JY1649
 JY1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1649
 JY1649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1649
 JY1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1649
 JY1649.The ellipsoidal height was determined by GPS observations
 JY1649.and is referenced to NAD 83.
 JY1649
 JY1649.The geoid height was determined by GEOID03.
 JY1649
 JY1649;                    North         East     Units Scale Factor Converg.
 JY1649;SPC OH S     -   216,958.792   560,319.860   MT  0.99998516   -0 17 40.7
 JY1649;UTM  17      - 4,424,430.625   332,202.559   MT  0.99994663   -1 15 42.3
 JY1649
 JY1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1649!SPC OH S     -   0.99996864  x   0.99998516  =   0.99995380
 JY1649!UTM  17      -   0.99996864  x   0.99994663  =   0.99991527
 JY1649
 JY1649:                Primary Azimuth Mark                     Grid Az
 JY1649:SPC OH S     -  FRANK 43 AZ MK                           092 03 46.1
 JY1649:UTM  17      -  FRANK 43 AZ MK                           093 01 47.7
 JY1649
 JY1649|---------------------------------------------------------------------|
 JY1649| PID    Reference Object                     Distance      Geod. Az  |
 JY1649|                                                           dddmmss.s |
 JY1649| JY1650 FRANK 43 AZ MK                      APPROX. 0.7 KM 0914605.4 |
 JY1649|---------------------------------------------------------------------|
 JY1649
 JY1649                          SUPERSEDED SURVEY CONTROL
 JY1649
 JY1649  NAD 83(1986)-  39 57 12.18073(N)    082 57 51.71976(W) AD(       ) 1
 JY1649  NGVD 29 (09/26/89)  234.0    (m)          768.     (f) GPS OBS        
 JY1649
 JY1649.Superseded values are not recommended for survey control.
 JY1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1649.See file dsdata.txt to determine how the superseded data were derived.
 JY1649
 JY1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3220324431(NAD 83)
 JY1649_MARKER: I = METAL ROD
 JY1649_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1649_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1649_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1649+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1649
 JY1649  HISTORY     - Date     Condition        Report By
 JY1649  HISTORY     - 1987     MONUMENTED       OH-049
 JY1649
 JY1649                          STATION DESCRIPTION
 JY1649
 JY1649'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1649'THE STATION IS LOCATED ABOUT 1.93 KM (1.2 MI)
 JY1649'SOUTH-SOUTHWEST OF THE JUNCTION OF U.S. ROUTE 40 (EAST BROAD
 JY1649'STREET) AND U.S. ROUTE 62 (NELSON ROAD),
 JY1649'2.01 KM (1.25 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATE 71 AND
 JY1649'U.S. ROUTE 40 (EAST BROAD STREET),
 JY1649'1.72 KM (1.07 MI) WEST-NORTHWEST OF THE JUNCTION OF INTERSTATE 70
 JY1649'AND U.S. ROUTE 33 (LIVINGSTON AVENUE), IN THE GRASS PLOT BETWEEN
 JY1649'INTERSTATE 70 EAST AND THE EXIT RAMP AT EXIT 102, AND WITHIN THE
 JY1649'CITY OF COLUMBUS.
 JY1649'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1649'
 JY1649'TO REACH THE STATION FROM THE EASTERN JUNCTION OF INTERSTATES 70
 JY1649'AND 71 AT INTERCHANGE 102B IN COLUMBUS, GO EAST FOR
 JY1649'1.8 KM (1.1 MI) ON INTERSTATE 70 TO THE MILLER AVENUE EXIT AT EXIT
 JY1649'102 AND THE STATION ON THE RIGHT ABOUT 45 METERS (150 FT) EAST FROM
 JY1649'THE POINT OF GRASS MARKING THE BEGINNING OF THE EXIT RAMP.
 JY1649'
 JY1649'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1649'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 43 1987---, AND IS
 JY1649'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1649'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 4.0 METERS (13 FT) AND
 JY1649'IS RECESSED 11 CM BELOW GROUND.  LOCATED 13.9 METERS (45.5 FT)
 JY1649'NORTH FROM THE NORTHWEST CORNER OF A CONCRETE RETAINING WALL ON THE
 JY1649'SOUTH SIDE OF THE EXIT RAMP, 15.5 METERS (50.8 FT) NORTH-NORTHEAST
 JY1649'FROM THE NORTHWEST CORNER OF THE BASE OF A STEEL LIGHT POLE ON THE
 JY1649'SOUTH SIDE OF THE EXIT RAMP, 3.7 METERS (12.1 FT) SOUTH FROM THE
 JY1649'BACK OF A CURB ON THE SOUTH SIDE OF THE INTERSTATE 70 EASTBOUND
 JY1649'LANE, 40.1 METERS (131.6 FT) EAST FROM THE ANCHOR BOLT ON THE
 JY1649'NORTHEAST STEEL POST OF A SIGN MARKED--EXIT 102--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1650 ***********************************************************************
 JY1650  DESIGNATION -  FRANK 43 AZ MK
 JY1650  PID         -  JY1650
 JY1650  STATE/COUNTY-  OH/FRANKLIN
 JY1650  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1650
 JY1650                         *CURRENT SURVEY CONTROL
 JY1650  ___________________________________________________________________
 JY1650* NAD 83(1995)-  39 57 11.49447(N)    082 57 23.12257(W)     ADJUSTED  
 JY1650* NAVD 88     -       232.3    (meters)     762.     (feet)  VERTCON   
 JY1650  ___________________________________________________________________
 JY1650  X           -     600,392.467 (meters)                     COMP
 JY1650  Y           -  -4,859,248.010 (meters)                     COMP
 JY1650  Z           -   4,074,130.349 (meters)                     COMP
 JY1650  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 JY1650  ELLIP HEIGHT-         198.42  (meters)          (10/07/05) GPS OBS
 JY1650  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JY1650
 JY1650  HORZ ORDER  -  FIRST
 JY1650  ELLP ORDER  -  FOURTH    CLASS I
 JY1650
 JY1650.The horizontal coordinates were established by GPS observations
 JY1650.and adjusted by the National Geodetic Survey in April 1998..
 JY1650
 JY1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1650
 JY1650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1650
 JY1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1650
 JY1650.The ellipsoidal height was determined by GPS observations
 JY1650.and is referenced to NAD 83.
 JY1650
 JY1650.The geoid height was determined by GEOID03.
 JY1650
 JY1650;                    North         East     Units Scale Factor Converg.
 JY1650;SPC OH S     -   216,934.350   560,998.432   MT  0.99998513   -0 17 22.6
 JY1650;UTM  17      - 4,424,394.736   332,880.594   MT  0.99994383   -1 15 23.9
 JY1650
 JY1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1650!SPC OH S     -   0.99996887  x   0.99998513  =   0.99995400
 JY1650!UTM  17      -   0.99996887  x   0.99994383  =   0.99991270
 JY1650
 JY1650:                Primary Azimuth Mark                     Grid Az
 JY1650:SPC OH S     -  FRANK 43                                 272 03 46.4
 JY1650:UTM  17      -  FRANK 43                                 273 01 47.7
 JY1650
 JY1650|---------------------------------------------------------------------|
 JY1650| PID    Reference Object                     Distance      Geod. Az  |
 JY1650|                                                           dddmmss.s |
 JY1650| JY1649 FRANK 43                            APPROX. 0.7 KM 2714623.8 |
 JY1650|---------------------------------------------------------------------|
 JY1650
 JY1650                          SUPERSEDED SURVEY CONTROL
 JY1650
 JY1650  ELLIP H (04/01/98)  198.43   (m)                       GP(       ) 4 1
 JY1650  NAD 83(1986)-  39 57 11.50068(N)    082 57 23.12677(W) AD(       ) 1
 JY1650  NGVD 29 (09/26/89)  232.5    (m)          763.     (f) GPS OBS        
 JY1650
 JY1650.Superseded values are not recommended for survey control.
 JY1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1650.See file dsdata.txt to determine how the superseded data were derived.
 JY1650
 JY1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3288124395(NAD 83)
 JY1650_MARKER: DD = SURVEY DISK
 JY1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1650_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1650+STABILITY: SURFACE MOTION
 JY1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1650+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1650
 JY1650  HISTORY     - Date     Condition        Report By
 JY1650  HISTORY     - 1987     MONUMENTED       OH-049
 JY1650
 JY1650                          STATION DESCRIPTION
 JY1650
 JY1650'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1650'THE STATION IS LOCATED ABOUT 1.69 KM (1.05 MI)
 JY1650'SOUTH-SOUTHWEST OF THE JUNCTION OF U.S. ROUTE 40 (EAST BROAD
 JY1650'STREET) AND U.S. ROUTE 62 (NELSON ROAD),
 JY1650'2.61 KM (1.62 MI) EAST-SOUTHEAST OF THE JUNCTION OF INTERSTATE 71
 JY1650'AND U.S. ROUTE 40 (EAST BROAD STREET),
 JY1650'1.13 KM (0.7 MI) WEST-NORTHWEST OF THE JUNCTION OF INTERSTATE 70
 JY1650'AND U.S. ROUTE 33 (LIVINGSTON AVENUE), IN THE GRASS PLOT BETWEEN
 JY1650'INTERSTATE 70 EAST AND THE ENTRANCE RAMP FROM KELTON AVENUE IN THE
 JY1650'CITY OF COLUMBUS.
 JY1650'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1650'
 JY1650'TO REACH THE STATION FROM THE EASTERN JUNCTION OF INTERSTATES 70
 JY1650'AND 71 AT INTERCHANGE 102B IN COLUMBUS, GO EAST FOR
 JY1650'2.17 KM (1.35 MI) ON INTERSTATE 70 TO THE KELTON OVERPASS.
 JY1650'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.24 KM (0.15 MI) ON
 JY1650'INTERSTATE 70 TO THE STATION ON THE RIGHT.
 JY1650'
 JY1650'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 43 AZ MK
 JY1650'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1650'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 1.5 METERS (5.0 FT)
 JY1650'SOUTH FROM THE BACK OF A CURB ON THE SOUTH SIDE OF THE INTERSTATE
 JY1650'70 EASTBOUND LANE, 1.2 METERS (3.9 FT) WEST FROM THE WEST END OF A
 JY1650'CONCRETE ISLAND, 1.8 METERS (5.9 FT) NORTHWEST FROM THE SOUTHWEST
 JY1650'CORNER OF A CONCRETE ISLAND, 1.4 METERS (4.7 FT) NORTH FROM THE
 JY1650'BACK OF A CURB ON THE NORTH SIDE OF THE ENTRANCE RAMP, 25.5 METERS
 JY1650'(83.6 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF THE CONCRETE
 JY1650'BASE OF A METAL LIGHT POLE ON THE SOUTH SIDE OF RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1651 ***********************************************************************
 JY1651  DESIGNATION -  FRANK 44
 JY1651  PID         -  JY1651
 JY1651  STATE/COUNTY-  OH/FRANKLIN
 JY1651  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1651
 JY1651                         *CURRENT SURVEY CONTROL
 JY1651  ___________________________________________________________________
 JY1651* NAD 83(1995)-  39 55 54.07755(N)    082 54 23.91054(W)     ADJUSTED  
 JY1651* NAVD 88     -       234.7    (meters)     770.     (feet)  VERTCON   
 JY1651  ___________________________________________________________________
 JY1651  X           -     604,803.699 (meters)                     COMP
 JY1651  Y           -  -4,860,247.588 (meters)                     COMP
 JY1651  Z           -   4,072,301.130 (meters)                     COMP
 JY1651  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 JY1651  ELLIP HEIGHT-         200.75  (meters)          (10/07/05) GPS OBS
 JY1651  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JY1651
 JY1651  HORZ ORDER  -  FIRST
 JY1651  ELLP ORDER  -  FOURTH    CLASS I
 JY1651
 JY1651.The horizontal coordinates were established by GPS observations
 JY1651.and adjusted by the National Geodetic Survey in April 1998..
 JY1651
 JY1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1651
 JY1651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1651
 JY1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1651
 JY1651.The ellipsoidal height was determined by GPS observations
 JY1651.and is referenced to NAD 83.
 JY1651
 JY1651.The geoid height was determined by GEOID03.
 JY1651
 JY1651;                    North         East     Units Scale Factor Converg.
 JY1651;SPC OH S     -   214,526.343   565,241.470   MT  0.99998147   -0 15 28.9
 JY1651;UTM  17      - 4,421,915.616   337,082.207   MT  0.99992676   -1 13 26.7
 JY1651
 JY1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1651!SPC OH S     -   0.99996851  x   0.99998147  =   0.99994998
 JY1651!UTM  17      -   0.99996851  x   0.99992676  =   0.99989527
 JY1651
 JY1651:                Primary Azimuth Mark                     Grid Az
 JY1651:SPC OH S     -  FRANK 44 AZ MK                           261 15 26.0
 JY1651:UTM  17      -  FRANK 44 AZ MK                           262 13 23.8
 JY1651
 JY1651|---------------------------------------------------------------------|
 JY1651| PID    Reference Object                     Distance      Geod. Az  |
 JY1651|                                                           dddmmss.s |
 JY1651| JY1652 FRANK 44 AZ MK                      411.092 METERS 2605957.1 |
 JY1651|---------------------------------------------------------------------|
 JY1651
 JY1651                          SUPERSEDED SURVEY CONTROL
 JY1651
 JY1651  ELLIP H (04/01/98)  200.76   (m)                       GP(       ) 4 1
 JY1651  NAD 83(1986)-  39 55 54.08430(N)    082 54 23.91460(W) AD(       ) 1
 JY1651  NGVD 29 (09/26/89)  234.9    (m)          771.     (f) GPS OBS        
 JY1651
 JY1651.Superseded values are not recommended for survey control.
 JY1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1651.See file dsdata.txt to determine how the superseded data were derived.
 JY1651
 JY1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3708221916(NAD 83)
 JY1651_MARKER: I = METAL ROD
 JY1651_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1651_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1651_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1651+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1651
 JY1651  HISTORY     - Date     Condition        Report By
 JY1651  HISTORY     - 1987     MONUMENTED       OH-049
 JY1651
 JY1651                          STATION DESCRIPTION
 JY1651
 JY1651'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1651'THE STATION IS LOCATED ABOUT 0.86 KM (0.55 MI)
 JY1651'EAST OF THE JUNCTION OF INTERSTATE 70 AND JAMES ROAD AT INTERCHANGE
 JY1651'105B,
 JY1651'2.01 KM (1.25 MI) NORTHEAST OF THE JUNCTION OF U.S. ROUTE 33 AND
 JY1651'REFUGEE ROAD,
 JY1651'2.37 KM (1.47 MI) WEST-SOUTHWEST OF THE JUNCTION OF INTERSTATE 70
 JY1651'AND STATE ROUTE 317 (HAMILTON ROAD), AND WITHIN THE CITY OF
 JY1651'COLUMBUS.
 JY1651'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1651'
 JY1651'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 AND JAMES
 JY1651'ROAD AT INTERCHANGE 105B IN COLUMBUS, GO EAST FOR
 JY1651'0.86 KM (0.55 MI) ON INTERSTATE 70 TO THE STATION ON THE RIGHT
 JY1651'MIDWAY BETWEEN TWO LIGHT POLES AND ABOUT 3 METERS (10 FT) SOUTH
 JY1651'FROM THE INTERSTATE PAVING.
 JY1651'
 JY1651'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1651'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 44 1987---, AND IS
 JY1651'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1651'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 7.3 METERS (24 FT) AND
 JY1651'IS RECESSED 10 CM BELOW GROUND.  LOCATED 30.0 METERS (98.4 FT) EAST
 JY1651'FROM THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A STREET LIGHT
 JY1651'POLE, 24.0 METERS (78.8 FT) WEST-SOUTHWEST FROM THE SOUTHWEST
 JY1651'CORNER OF THE CONCRETE BASE OF A STREET LIGHT POLE, 3.4 METERS
 JY1651'(11.2 FT) SOUTH FROM THE SOUTH EDGE OF THE PAVING ON INTERSTATE 70
 JY1651'EAST, 20.0 METERS (65.7 FT) NORTH-NORTHWEST FROM A WIRE
 JY1651'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1652 ***********************************************************************
 JY1652  DESIGNATION -  FRANK 44 AZ MK
 JY1652  PID         -  JY1652
 JY1652  STATE/COUNTY-  OH/FRANKLIN
 JY1652  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1652
 JY1652                         *CURRENT SURVEY CONTROL
 JY1652  ___________________________________________________________________
 JY1652* NAD 83(1995)-  39 55 51.99194(N)    082 54 41.01063(W)     ADJUSTED  
 JY1652* NAVD 88     -       234.2    (meters)     768.     (feet)  VERTCON   
 JY1652  ___________________________________________________________________
 JY1652  X           -     604,405.806 (meters)                     COMP
 JY1652  Y           -  -4,860,338.253 (meters)                     COMP
 JY1652  Z           -   4,072,251.437 (meters)                     COMP
 JY1652  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 JY1652  ELLIP HEIGHT-         200.18  (meters)          (10/07/05) GPS OBS
 JY1652  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JY1652
 JY1652  HORZ ORDER  -  FIRST
 JY1652  ELLP ORDER  -  FOURTH    CLASS I
 JY1652
 JY1652.The horizontal coordinates were established by GPS observations
 JY1652.and adjusted by the National Geodetic Survey in April 1998..
 JY1652
 JY1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1652
 JY1652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1652
 JY1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1652
 JY1652.The ellipsoidal height was determined by GPS observations
 JY1652.and is referenced to NAD 83.
 JY1652
 JY1652.The geoid height was determined by GEOID03.
 JY1652
 JY1652;                    North         East     Units Scale Factor Converg.
 JY1652;SPC OH S     -   214,463.858   564,835.162   MT  0.99998138   -0 15 39.7
 JY1652;UTM  17      - 4,421,859.994   336,674.925   MT  0.99992840   -1 13 37.7
 JY1652
 JY1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1652!SPC OH S     -   0.99996860  x   0.99998138  =   0.99994998
 JY1652!UTM  17      -   0.99996860  x   0.99992840  =   0.99989700
 JY1652
 JY1652:                Primary Azimuth Mark                     Grid Az
 JY1652:SPC OH S     -  FRANK 44                                 081 15 25.8
 JY1652:UTM  17      -  FRANK 44                                 082 13 23.8
 JY1652
 JY1652|---------------------------------------------------------------------|
 JY1652| PID    Reference Object                     Distance      Geod. Az  |
 JY1652|                                                           dddmmss.s |
 JY1652| JY1651 FRANK 44                            411.092 METERS 0805946.1 |
 JY1652|---------------------------------------------------------------------|
 JY1652
 JY1652                          SUPERSEDED SURVEY CONTROL
 JY1652
 JY1652  ELLIP H (04/01/98)  200.19   (m)                       GP(       ) 4 1
 JY1652  NAD 83(1986)-  39 55 51.99877(N)    082 54 41.01461(W) AD(       ) 1
 JY1652  NGVD 29 (09/26/89)  234.3    (m)          769.     (f) GPS OBS        
 JY1652
 JY1652.Superseded values are not recommended for survey control.
 JY1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1652.See file dsdata.txt to determine how the superseded data were derived.
 JY1652
 JY1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3667521860(NAD 83)
 JY1652_MARKER: DD = SURVEY DISK
 JY1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1652_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1652+STABILITY: SURFACE MOTION
 JY1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1652+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1652
 JY1652  HISTORY     - Date     Condition        Report By
 JY1652  HISTORY     - 1987     MONUMENTED       OH-049
 JY1652
 JY1652                          STATION DESCRIPTION
 JY1652
 JY1652'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1652'THE STATION IS LOCATED ABOUT 0.48 KM (0.3 MI)
 JY1652'EAST OF THE JUNCTION OF INTERSTATE 70 AND JAMES ROAD AT INTERCHANGE
 JY1652'105B,
 JY1652'1.69 KM (1.05 MI) NORTH-NORTHEAST OF THE JUNCTION OF U.S. ROUTE 33
 JY1652'AND REFUGEE ROAD,
 JY1652'2.85 KM (1.77 MI) WEST-SOUTHWEST OF THE JUNCTION OF INTERSTATE 70
 JY1652'AND STATE ROUTE 317 (HAMILTON ROAD), AND WITHIN THE CITY OF
 JY1652'COLUMBUS.
 JY1652'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1652'
 JY1652'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 AND JAMES
 JY1652'ROAD AT INTERCHANGE 105B IN COLUMBUS, GO EAST FOR
 JY1652'0.48 KM (0.3 MI) ON INTERSTATE 70 TO THE STATION ON THE RIGHT ABOUT
 JY1652'15 METERS (50 FT) WEST FROM THE POINT OF CONCRETE MARKING THE END
 JY1652'OF THE ENTRANCE RAMP TO THE INTERSTATE.
 JY1652'
 JY1652'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 44 AZ MK
 JY1652'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1652'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 19.0 METERS (62.2 FT)
 JY1652'SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A
 JY1652'STEEL LIGHT POLE, 37.8 METERS (124.0 FT) WEST-SOUTHWEST FROM THE
 JY1652'SOUTHWEST CORNER OF THE CONCRETE BASE OF A STEEL LIGHT POLE, 1.2
 JY1652'METERS (3.9 FT) NORTH-NORTHWEST FROM THE EDGE OF A FENCE POST AT AN
 JY1652'ANGLE POINT IN A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1653 ***********************************************************************
 JY1653  DESIGNATION -  FRANK 45
 JY1653  PID         -  JY1653
 JY1653  STATE/COUNTY-  OH/FRANKLIN
 JY1653  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1653
 JY1653                         *CURRENT SURVEY CONTROL
 JY1653  ___________________________________________________________________
 JY1653* NAD 83(1995)-  39 57 19.33820(N)    082 52 37.65683(W)     ADJUSTED  
 JY1653* NAVD 88     -       239.5    (meters)     786.     (feet)  GPS OBS   
 JY1653  ___________________________________________________________________
 JY1653  X           -     607,098.382 (meters)                     COMP
 JY1653  Y           -  -4,858,263.619 (meters)                     COMP
 JY1653  Z           -   4,074,320.323 (meters)                     COMP
 JY1653  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 JY1653  ELLIP HEIGHT-         205.46  (meters)          (10/07/05) GPS OBS
 JY1653  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JY1653
 JY1653  HORZ ORDER  -  FIRST
 JY1653  ELLP ORDER  -  THIRD     CLASS I
 JY1653
 JY1653.The horizontal coordinates were established by GPS observations
 JY1653.and adjusted by the National Geodetic Survey in August 1996..
 JY1653
 JY1653.The orthometric height was determined by GPS observations and a
 JY1653.high-resolution geoid model.
 JY1653
 JY1653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1653
 JY1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1653
 JY1653.The ellipsoidal height was determined by GPS observations
 JY1653.and is referenced to NAD 83.
 JY1653
 JY1653.The geoid height was determined by GEOID03.
 JY1653
 JY1653;                    North         East     Units Scale Factor Converg.
 JY1653;SPC OH S     -   217,144.992   567,775.285   MT  0.99998551   -0 14 21.5
 JY1653;UTM  17      - 4,424,491.005   339,659.662   MT  0.99991650   -1 12 20.6
 JY1653
 JY1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1653!SPC OH S     -   0.99996777  x   0.99998551  =   0.99995328
 JY1653!UTM  17      -   0.99996777  x   0.99991650  =   0.99988427
 JY1653
 JY1653:                Primary Azimuth Mark                     Grid Az
 JY1653:SPC OH S     -  FRANK 45 AZ MK                           180 42 54.3
 JY1653:UTM  17      -  FRANK 45 AZ MK                           181 40 53.4
 JY1653
 JY1653|---------------------------------------------------------------------|
 JY1653| PID    Reference Object                     Distance      Geod. Az  |
 JY1653|                                                           dddmmss.s |
 JY1653| JY1654 FRANK 45 AZ MK                      428.753 METERS 1802832.8 |
 JY1653|---------------------------------------------------------------------|
 JY1653
 JY1653                          SUPERSEDED SURVEY CONTROL
 JY1653
 JY1653  ELLIP H (08/20/96)  205.49   (m)                       GP(       ) 3 1
 JY1653  NAD 83(1986)-  39 57 19.34593(N)    082 52 37.66002(W) AD(       ) 1
 JY1653  NGVD 29 (09/26/89)  239.6    (m)          786.     (f) GPS OBS        
 JY1653
 JY1653.Superseded values are not recommended for survey control.
 JY1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1653.See file dsdata.txt to determine how the superseded data were derived.
 JY1653
 JY1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3966024491(NAD 83)
 JY1653_MARKER: I = METAL ROD
 JY1653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JY1653_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1653_STAMPING: FRANK 45 1987
 JY1653_MARK LOGO: FCE   
 JY1653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1653+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 JY1653
 JY1653  HISTORY     - Date     Condition        Report By
 JY1653  HISTORY     - 1987     MONUMENTED       OH-049
 JY1653  HISTORY     - 19951010 GOOD             OH-049
 JY1653  HISTORY     - 20040327 GOOD             COMPA
 JY1653
 JY1653                          STATION DESCRIPTION
 JY1653
 JY1653'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1653'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 JY1653'NORTH OF INTERSTATE 70 ON HAMILTON ROAD AT THE MAIN STREET
 JY1653'INTERSECTION IN THE TOWN OF WHITEHALL,
 JY1653'2.7 KM (1.7 MI) WEST OF INTERSTATE 270,
 JY1653'2.4 KM (1.5 MI) SOUTH OF HIGHWAY 16.
 JY1653'OWNERSHIP--STATE OF OHIO.
 JY1653'
 JY1653'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 AND STATE
 JY1653'ROUTE 317 (HAMILTON ROAD) AT INTERCHANGE 107 IN COLUMBUS, GO
 JY1653'NORTH FOR 2.1 KM (1.3 MI) ON STATE ROUTE 317 TO THE INTERSECTION OF
 JY1653'U.S. ROUTE 40 (MAIN STREET) AND THE STATION ON THE LEFT AT THE
 JY1653'HAMILTON AND MAIN CENTRE, IN THE SOUTHWEST QUADRANT OF THE
 JY1653'INTERSECTION IN A GRASS STRIP BETWEEN A PARKING LOT AND A SIDEWALK.
 JY1653'
 JY1653'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1653'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 45 1987---, AND IS
 JY1653'RECESSED 1 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1653'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 6.7 METERS (22 FT) AND
 JY1653'IS RECESSED 5.1 CM BELOW GROUND.  LOCATED 2.8 METERS (9.2 FT) SOUTH
 JY1653'FROM THE SOUTH EDGE OF A MANHOLE RIM AT THE EDGE OF MAIN STREET,
 JY1653'0.9 METERS (3.1 FT) SOUTH FROM THE SOUTH EDGE OF A CONCRETE WALK,
 JY1653'5.9 METERS (19.4 FT) WEST FROM THE NORTHWEST CORNER OF THE CONCRETE
 JY1653'BASE OF A TRAFFIC SIGNAL BOX, 2.7 METERS (9.0 FT) NORTHEAST FROM
 JY1653'THE NORTHEAST CORNER OF A BLACKTOP PARKING LOT.
 JY1653
 JY1653                          STATION RECOVERY (1995)
 JY1653
 JY1653'RECOVERY NOTE BY FRANKLIN COUNTY OHIO 1995 (DCR)
 JY1653'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) NORTH OF INTERSTATE 70,
 JY1653'ON HAMILTON ROAD AT THE MAIN STREET INTERSECTION IN THE TOWN OF
 JY1653'WHITEHALL, 2.7 KM (1.65 MI) WEST OF INTERSTATE 270 AND 2.4 KM (1.50
 JY1653'MI) SOUTH OF HIGWAY 16.  OWNERSHIP--STATE OF OHIO.  TO REACH THE
 JY1653'STATION FROM THE JUNCTION OF INTERSTATE 70 AND STATE ROUTE 317
 JY1653'(HAMILTON ROAD) IN COLUMBUS.  PROCEED NORTH FOR 2.1 KM (1.30 MI) ON
 JY1653'STATE ROUTE 317 TO THE INTERSECTION OF U.S.  ROUTE 40 (MAIN STREET)
 JY1653'AND THE STATION ON THE LEFT IN A GRASS STRIP BETWEEN A PARKING LOT AND
 JY1653'THE SIDEWALK.  THE STATION IS LOCATED 5.9 M (19.4 FT) WEST FROM THE
 JY1653'NORTHWEST CORNER OF THE CONCRETE BASE OF A TRAFFIC SIGNAL BOX, 2.8 M
 JY1653'(9.2 FT) SOUTH OF THE SOUTH EDGE OF A MANHOLE RIM AT THE EDGE OF MAIN
 JY1653'STREET, 2.7 M (8.9 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 JY1653'BLACKTOP PARKING LOT AND 0.9 M (3.0 FT) SOUTH FROM THE SOUTH EDGE OF A
 JY1653'CONCRETE WALK.
 JY1653
 JY1653                          STATION RECOVERY (2004)
 JY1653
 JY1653'RECOVERY NOTE BY COMPASSCOM INC 2004 (DJ)
 JY1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1654 ***********************************************************************
 JY1654  DESIGNATION -  FRANK 45 AZ MK
 JY1654  PID         -  JY1654
 JY1654  STATE/COUNTY-  OH/FRANKLIN
 JY1654  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1654
 JY1654                         *CURRENT SURVEY CONTROL
 JY1654  ___________________________________________________________________
 JY1654* NAD 83(1995)-  39 57 05.43740(N)    082 52 37.80682(W)     ADJUSTED  
 JY1654* NAVD 88     -       238.7    (meters)     783.     (feet)  VERTCON   
 JY1654  ___________________________________________________________________
 JY1654  X           -     607,128.921 (meters)                     COMP
 JY1654  Y           -  -4,858,536.718 (meters)                     COMP
 JY1654  Z           -   4,073,991.194 (meters)                     COMP
 JY1654  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 JY1654  ELLIP HEIGHT-         204.74  (meters)          (10/07/05) GPS OBS
 JY1654  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JY1654
 JY1654  HORZ ORDER  -  FIRST
 JY1654  ELLP ORDER  -  FOURTH    CLASS I
 JY1654
 JY1654.The horizontal coordinates were established by GPS observations
 JY1654.and adjusted by the National Geodetic Survey in April 1998..
 JY1654
 JY1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1654
 JY1654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1654
 JY1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1654
 JY1654.The ellipsoidal height was determined by GPS observations
 JY1654.and is referenced to NAD 83.
 JY1654
 JY1654.The geoid height was determined by GEOID03.
 JY1654
 JY1654;                    North         East     Units Scale Factor Converg.
 JY1654;SPC OH S     -   216,716.279   567,769.934   MT  0.99998484   -0 14 21.6
 JY1654;UTM  17      - 4,424,062.472   339,647.082   MT  0.99991655   -1 12 20.4
 JY1654
 JY1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1654!SPC OH S     -   0.99996788  x   0.99998484  =   0.99995272
 JY1654!UTM  17      -   0.99996788  x   0.99991655  =   0.99988443
 JY1654
 JY1654:                Primary Azimuth Mark                     Grid Az
 JY1654:SPC OH S     -  FRANK 45                                 000 42 54.3
 JY1654:UTM  17      -  FRANK 45                                 001 40 53.1
 JY1654
 JY1654|---------------------------------------------------------------------|
 JY1654| PID    Reference Object                     Distance      Geod. Az  |
 JY1654|                                                           dddmmss.s |
 JY1654| JY1653 FRANK 45                            428.753 METERS 0002832.7 |
 JY1654|---------------------------------------------------------------------|
 JY1654
 JY1654                          SUPERSEDED SURVEY CONTROL
 JY1654
 JY1654  ELLIP H (04/01/98)  204.75   (m)                       GP(       ) 4 1
 JY1654  NAD 83(1986)-  39 57 05.44457(N)    082 52 37.81052(W) AD(       ) 1
 JY1654  NGVD 29 (09/26/89)  238.9    (m)          784.     (f) GPS OBS        
 JY1654
 JY1654.Superseded values are not recommended for survey control.
 JY1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1654.See file dsdata.txt to determine how the superseded data were derived.
 JY1654
 JY1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3964724062(NAD 83)
 JY1654_MARKER: DD = SURVEY DISK
 JY1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1654_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1654+STABILITY: SURFACE MOTION
 JY1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1654+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1654
 JY1654  HISTORY     - Date     Condition        Report By
 JY1654  HISTORY     - 1987     MONUMENTED       OH-049
 JY1654
 JY1654                          STATION DESCRIPTION
 JY1654
 JY1654'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1654'THE STATION IS LOCATED ABOUT 0.4 KM (0.25 MI)
 JY1654'SOUTH OF THE JUNCTION OF U.S. ROUTE 40 (MAIN STREET) AND STATE
 JY1654'ROUTE 317 (HAMILTON ROAD),
 JY1654'1.93 KM (1.2 MI) NORTH OF THE JUNCTION OF INTERSTATE 70 AND STATE
 JY1654'ROUTE 317 (HAMILTON ROAD),
 JY1654'2.69 KM (1.67 MI) WEST-SOUTHWEST OF THE JUNCTION OF INTERSTATE 270
 JY1654'AND U.S. ROUTE 40 (MAIN STREET), AND WITHIN THE TOWN OF WHITEHALL.
 JY1654'OWNERSHIP--STATE OF OHIO.
 JY1654'
 JY1654'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 AND STATE
 JY1654'ROUTE 317 (HAMILTON ROAD) AT INTERCHANGE 107 IN COLUMBUS, GO
 JY1654'NORTH FOR 1.7 KM (1.05 MI) ON STATE ROUTE 317 TO SIMPSON STREET ON
 JY1654'THE RIGHT AND THE STATION ON THE RIGHT AT THE SOUTHEAST CORNER OF
 JY1654'THE INTERSECTION AND BETWEEN A SIDEWALK AND A CURB ON SIMPSON
 JY1654'STREET.
 JY1654'
 JY1654'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 45 AZ MK
 JY1654'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1654'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 3.5 METERS (11.5 FT)
 JY1654'EAST FROM THE INTERSECTION OF THE NORTH EDGE OF A WALK WITH THE
 JY1654'BACK OF A CURB, 5.6 METERS (18.4 FT) NORTHEAST FROM THE CENTER OF
 JY1654'AN ALUMINUM SUPPORT POLE, 5.3 METERS (17.4 FT) NORTHWEST FROM A
 JY1654'FENCE POST AT THE NORTH END OF A NORTH-SOUTH WOOD FENCE, 1.0 METERS
 JY1654'3.3 FT) SOUTH-SOUTHEAST FROM THE SOUTH EDGE OF THE PAVING ON
 JY1654'SIMPSON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1655 ***********************************************************************
 JY1655  DESIGNATION -  FRANK 48
 JY1655  PID         -  JY1655
 JY1655  STATE/COUNTY-  OH/FRANKLIN
 JY1655  USGS QUAD   -  REYNOLDSBURG (1994)
 JY1655
 JY1655                         *CURRENT SURVEY CONTROL
 JY1655  ___________________________________________________________________
 JY1655* NAD 83(1995)-  39 59 13.76523(N)    082 46 32.35371(W)     ADJUSTED  
 JY1655* NAVD 88     -       310.8    (meters)    1020.     (feet)  GPS OBS   
 JY1655  ___________________________________________________________________
 JY1655  X           -     615,423.352 (meters)                     COMP
 JY1655  Y           -  -4,854,985.733 (meters)                     COMP
 JY1655  Z           -   4,077,070.935 (meters)                     COMP
 JY1655  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 JY1655  ELLIP HEIGHT-         276.77  (meters)          (10/07/05) GPS OBS
 JY1655  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY1655
 JY1655  HORZ ORDER  -  FIRST
 JY1655  ELLP ORDER  -  FOURTH    CLASS I
 JY1655
 JY1655.The horizontal coordinates were established by GPS observations
 JY1655.and adjusted by the National Geodetic Survey in April 1998..
 JY1655
 JY1655.The orthometric height was determined by GPS observations and a
 JY1655.high-resolution geoid model.
 JY1655
 JY1655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1655
 JY1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1655
 JY1655.The ellipsoidal height was determined by GPS observations
 JY1655.and is referenced to NAD 83.
 JY1655
 JY1655.The geoid height was determined by GEOID03.
 JY1655
 JY1655;                    North         East     Units Scale Factor Converg.
 JY1655;SPC OH S     -   220,642.843   576,456.693   MT  0.99999119   -0 10 29.7
 JY1655;UTM  17      - 4,427,841.639   348,398.055   MT  0.99988294   -1 08 28.6
 JY1655
 JY1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1655!SPC OH S     -   0.99995658  x   0.99999119  =   0.99994777
 JY1655!UTM  17      -   0.99995658  x   0.99988294  =   0.99983953
 JY1655
 JY1655:                Primary Azimuth Mark                     Grid Az
 JY1655:SPC OH S     -  FRANK 48 AZ MK                           016 48 43.8
 JY1655:UTM  17      -  FRANK 48 AZ MK                           017 46 42.7
 JY1655
 JY1655|---------------------------------------------------------------------|
 JY1655| PID    Reference Object                     Distance      Geod. Az  |
 JY1655|                                                           dddmmss.s |
 JY1655| JY1656 FRANK 48 AZ MK                      434.263 METERS 0163814.1 |
 JY1655|---------------------------------------------------------------------|
 JY1655
 JY1655                          SUPERSEDED SURVEY CONTROL
 JY1655
 JY1655  ELLIP H (04/01/98)  276.80   (m)                       GP(       ) 4 1
 JY1655  NAD 83(1986)-  39 59 13.77254(N)    082 46 32.35696(W) AD(       ) 1
 JY1655  NGVD 29 (09/26/89)  311.1    (m)         1021.     (f) GPS OBS        
 JY1655
 JY1655.Superseded values are not recommended for survey control.
 JY1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1655.See file dsdata.txt to determine how the superseded data were derived.
 JY1655
 JY1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4839827842(NAD 83)
 JY1655_MARKER: I = METAL ROD
 JY1655_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JY1655+WITH SETTING: INFORMATION.
 JY1655_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1655_STAMPING: FRANK 48 1987
 JY1655_MARK LOGO: NGS   
 JY1655_PROJECTION: FLUSH
 JY1655_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY1655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1655+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1998
 JY1655
 JY1655  HISTORY     - Date     Condition        Report By
 JY1655  HISTORY     - 1987     MONUMENTED       OH-049
 JY1655  HISTORY     - 19980318 GOOD             GEOMET
 JY1655
 JY1655                          STATION DESCRIPTION
 JY1655
 JY1655'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1655'THE STATION IS LOCATED ABOUT 6.44 KM (4.0 MI)
 JY1655'EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE 270 AND STATE ROUTE 16
 JY1655'(BROAD STREET),
 JY1655'1.93 KM (1.2 MI) SOUTHEAST OF THE CROSSING OF THE CONRAIL AND B AND O
 JY1655'RAILROAD AND WAGGONER ROAD,
 JY1655'0.56 KM (0.35 MI) WEST OF THE INTERSECTION OF STATE ROUTE 16
 JY1655'(COLUMBUS ROAD) AND TAYLOR ROAD IN LIMA TOWNSHIP, AND WITHIN
 JY1655'JEFFERSON TOWNSHIP.
 JY1655'OWNERSHIP--CARDINAL INDUSTRIES, 8400 EAST BROAD STREET, PLANT
 JY1655'MANAGER JOHN GREEN, PHONE NUMBER (614)863-2700.
 JY1655'
 JY1655'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND
 JY1655'WAGGONER ROAD JUST NORTH OF REYNOLDSBURG, GO
 JY1655'EAST FOR 1.4 KM (0.9 MI) ON STATE ROUTE 16 (COLUMBUS-NEWARK ROAD)
 JY1655'TO THE ENTRANCE DRIVEWAY OF THE CARDINAL INDUSTRIES PLANT ON THE
 JY1655'LEFT AND THE STATION IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 JY1655'
 JY1655'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1655'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 48 1987---, AND IS
 JY1655'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1655'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 3.7 METERS (12 FT) AND IS
 JY1655'RECESSED 10 CM BELOW GROUND.  LOCATED 21.6 METERS (70.9 FT)
 JY1655'EAST-NORTHEAST FROM THE EDGE OF POLE NUMBER 52-1/2, 4.3 METERS
 JY1655'(14.0 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE SIGN
 JY1655'FOUNDATION, 11.1 METERS (36.3 FT) WEST-NORTHWEST FROM THE EDGE OF A
 JY1655'METAL LIGHT POLE BASE, 10.3 METERS (33.9 FT ) NORTH FROM THE NORTH
 JY1655'EDGE OF THE BROAD STREET PAVING, 20.2 METERS (66.2 FT) WEST FROM
 JY1655'THE CENTERLINE OF THE DRIVE TO THE CARDINAL INDUSTRIES PLANT.
 JY1655
 JY1655                          STATION RECOVERY (1998)
 JY1655
 JY1655'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 JY1655'THE STATION WAS FOUND AT THE ENTRANCE OF TSI INDUSTRIES.  TSI
 JY1655'INDUSTRIES MUST HAVE GEEN FORMALLY CARDINAL INDUSTRIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1656 ***********************************************************************
 JY1656  DESIGNATION -  FRANK 48 AZ MK
 JY1656  PID         -  JY1656
 JY1656  STATE/COUNTY-  OH/FRANKLIN
 JY1656  USGS QUAD   -  REYNOLDSBURG (1994)
 JY1656
 JY1656                         *CURRENT SURVEY CONTROL
 JY1656  ___________________________________________________________________
 JY1656* NAD 83(1995)-  39 59 27.25562(N)    082 46 27.11276(W)     ADJUSTED  
 JY1656* NAVD 88     -       313.1    (meters)    1027.     (feet)  VERTCON   
 JY1656  ___________________________________________________________________
 JY1656  X           -     615,513.296 (meters)                     COMP
 JY1656  Y           -  -4,854,706.532 (meters)                     COMP
 JY1656  Z           -   4,077,391.190 (meters)                     COMP
 JY1656  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 JY1656  ELLIP HEIGHT-         279.03  (meters)          (10/07/05) GPS OBS
 JY1656  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY1656
 JY1656  HORZ ORDER  -  FIRST
 JY1656  ELLP ORDER  -  FOURTH    CLASS I
 JY1656
 JY1656.The horizontal coordinates were established by GPS observations
 JY1656.and adjusted by the National Geodetic Survey in April 1998..
 JY1656
 JY1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1656
 JY1656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1656
 JY1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1656
 JY1656.The ellipsoidal height was determined by GPS observations
 JY1656.and is referenced to NAD 83.
 JY1656
 JY1656.The geoid height was determined by GEOID03.
 JY1656
 JY1656;                    North         East     Units Scale Factor Converg.
 JY1656;SPC OH S     -   221,058.542   576,582.296   MT  0.99999188   -0 10 26.3
 JY1656;UTM  17      - 4,428,255.115   348,530.637   MT  0.99988245   -1 08 25.6
 JY1656
 JY1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1656!SPC OH S     -   0.99995623  x   0.99999188  =   0.99994811
 JY1656!UTM  17      -   0.99995623  x   0.99988245  =   0.99983868
 JY1656
 JY1656:                Primary Azimuth Mark                     Grid Az
 JY1656:SPC OH S     -  FRANK 48                                 196 48 43.8
 JY1656:UTM  17      -  FRANK 48                                 197 46 43.1
 JY1656
 JY1656|---------------------------------------------------------------------|
 JY1656| PID    Reference Object                     Distance      Geod. Az  |
 JY1656|                                                           dddmmss.s |
 JY1656| JY1655 FRANK 48                            434.263 METERS 1963817.5 |
 JY1656|---------------------------------------------------------------------|
 JY1656
 JY1656                          SUPERSEDED SURVEY CONTROL
 JY1656
 JY1656  ELLIP H (04/01/98)  279.05   (m)                       GP(       ) 4 1
 JY1656  NAD 83(1986)-  39 59 27.26303(N)    082 46 27.11611(W) AD(       ) 1
 JY1656  NGVD 29 (09/26/89)  313.3    (m)         1028.     (f) GPS OBS        
 JY1656
 JY1656.Superseded values are not recommended for survey control.
 JY1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1656.See file dsdata.txt to determine how the superseded data were derived.
 JY1656
 JY1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4853128255(NAD 83)
 JY1656_MARKER: DD = SURVEY DISK
 JY1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1656_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1656+STABILITY: SURFACE MOTION
 JY1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1656+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1656
 JY1656  HISTORY     - Date     Condition        Report By
 JY1656  HISTORY     - 1987     MONUMENTED       OH-049
 JY1656
 JY1656                          STATION DESCRIPTION
 JY1656
 JY1656'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1656'THE STATION IS LOCATED ABOUT 6.71 KM (4.17 MI)
 JY1656'EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE 270 AND STATE ROUTE 16
 JY1656'(BROAD STREET),
 JY1656'1.66 KM (1.03 MI) EAST-SOUTHEAST OF THE CROSSING OF THE CONRAIL AND
 JY1656'B AND O RAILROAD AND WAGGONER ROAD,
 JY1656'0.69 KM (0.43 MI) NORTHWEST OF THE INTERSECTION OF STATE ROUTE 16
 JY1656'(COLUMBUS ROAD) AND TAYLOR ROAD IN LIMA TOWNSHIP, AND WITHIN
 JY1656'JEFFERSON TOWNSHIP.
 JY1656'OWNERSHIP--CARDINAL INDUSTRIES 8400 EAST BROAD STREET,
 JY1656'PLANT MANAGER JOHN GREEN, PHONE NUMBER (614)863-2700.
 JY1656'
 JY1656'TO REACH THE STATION FROM THE CARDINAL INDUSTRIES PLANT ENTRANCE
 JY1656'DRIVE AT 8400 EAST BROAD STREET, GO NORTH FOR
 JY1656'0.5 KM (0.3 MI) ON THE ENTRANCE DRIVE TO THE STATION ON THE RIGHT
 JY1656'AT THE SOUTHEAST CORNER OF THE JUNCTION OF TWO DRAINAGE DITCHES.
 JY1656'
 JY1656'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 48 AZ MK
 JY1656'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1656'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 28.6 METERS (93.7 FT)
 JY1656'SOUTHEAST FROM THE BASE OF A METAL LIGHT POLE ON THE WEST SIDE OF
 JY1656'ROAD NORTH OF A CULVERT PIPE, 21.4 METERS (70.1 FT) SOUTH-SOUTHWEST
 JY1656'FROM A CHISELED X ON THE SOUTH RIM OF A MANHOLE ON THE EAST SIDE OF
 JY1656'ROAD NORTH OF A DITCH, 11.2 METERS (36.9 FT) SOUTH-SOUTHEAST FROM
 JY1656'THE TOP CENTER AT THE EAST END OF A FOUR FEET DIAMETER CONCRETE
 JY1656'CULVERT PIPE, 13.1 METERS (42.9 FT) EAST FROM THE EAST EDGE OF THE
 JY1656'PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1657 ***********************************************************************
 JY1657  DESIGNATION -  FRANK 52
 JY1657  PID         -  JY1657
 JY1657  STATE/COUNTY-  OH/FRANKLIN
 JY1657  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 JY1657
 JY1657                         *CURRENT SURVEY CONTROL
 JY1657  ___________________________________________________________________
 JY1657* NAD 83(1995)-  39 59 41.20871(N)    083 05 07.95440(W)     ADJUSTED  
 JY1657* NAVD 88     -       244.2    (meters)     801.     (feet)  VERTCON   
 JY1657  ___________________________________________________________________
 JY1657  X           -     589,084.268 (meters)                     COMP
 JY1657  Y           -  -4,857,652.777 (meters)                     COMP
 JY1657  Z           -   4,077,676.819 (meters)                     COMP
 JY1657  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 JY1657  ELLIP HEIGHT-         210.43  (meters)          (10/07/05) GPS OBS
 JY1657  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JY1657
 JY1657  HORZ ORDER  -  FIRST
 JY1657  ELLP ORDER  -  FOURTH    CLASS I
 JY1657
 JY1657.The horizontal coordinates were established by GPS observations
 JY1657.and adjusted by the National Geodetic Survey in October 2005..
 JY1657
 JY1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1657
 JY1657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1657
 JY1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1657
 JY1657.The ellipsoidal height was determined by GPS observations
 JY1657.and is referenced to NAD 83.
 JY1657
 JY1657.The geoid height was determined by GEOID03.
 JY1657
 JY1657;                    North         East     Units Scale Factor Converg.
 JY1657;SPC OH S     -   221,615.468   549,995.148   MT  0.99999260   -0 22 17.5
 JY1657;UTM  17      - 4,429,260.990   321,958.213   MT  0.99999025   -1 20 26.8
 JY1657
 JY1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1657!SPC OH S     -   0.99996699  x   0.99999260  =   0.99995959
 JY1657!UTM  17      -   0.99996699  x   0.99999025  =   0.99995724
 JY1657
 JY1657|---------------------------------------------------------------------|
 JY1657| PID    Reference Object                     Distance      Geod. Az  |
 JY1657|                                                           dddmmss.s |
 JY1657| JY1658 FRANK 52 AZ MK                      281.400 METERS 12002     |
 JY1657|---------------------------------------------------------------------|
 JY1657
 JY1657                          SUPERSEDED SURVEY CONTROL
 JY1657
 JY1657  NAD 83(1995)-  39 59 41.20958(N)    083 05 07.95349(W) AD(       ) 1
 JY1657  ELLIP H (04/01/98)  210.32   (m)                       GP(       ) 4 1
 JY1657  NAD 83(1986)-  39 59 41.21491(N)    083 05 07.96022(W) AD(       ) 1
 JY1657  NGVD 29 (09/26/89)  244.3    (m)          802.     (f) GPS OBS        
 JY1657
 JY1657.Superseded values are not recommended for survey control.
 JY1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1657.See file dsdata.txt to determine how the superseded data were derived.
 JY1657
 JY1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2195829261(NAD 83)
 JY1657_MARKER: I = METAL ROD
 JY1657_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1657_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1657_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1657+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003
 JY1657
 JY1657  HISTORY     - Date     Condition        Report By
 JY1657  HISTORY     - 1987     MONUMENTED       OH-049
 JY1657  HISTORY     - 20030731 GOOD             USPSQD
 JY1657  HISTORY     - 20030802 GOOD             USPSQD
 JY1657
 JY1657                          STATION DESCRIPTION
 JY1657
 JY1657'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1657'THE STATION IS LOCATED ABOUT 3.48 KM (2.16 MI)
 JY1657'NORTHWEST OF THE JUNCTION OF INTERSTATES 70 AND 670 AT INTERCHANGE
 JY1657'96,
 JY1657'3.46 KM (2.15 MI) EAST-NORTHEAST OF THE JUNCTION OF INTERSTATES 70
 JY1657'AND 270,
 JY1657'2.9 KM (1.8 MI) EAST-SOUTHEAST OF THE JUNCTION OF INTERSTATE 270
 JY1657'AND ROBERTS ROAD AT INTERCHANGE 10, AND WITHIN THE CITY OF COLUMBUS.
 JY1657'OWNERSHIP--FRANKLIN COUNTY.
 JY1657'
 JY1657'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 33 AND TRABUE
 JY1657'ROAD IN SOUTHWEST COLUMBUS, GO SOUTHWEST FOR 1.0 KM (0.6 MI) ON
 JY1657'TRABUE ROAD TO DUBLIN ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 JY1657'AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ON TRABUE ROAD TO MCKINLEY
 JY1657'ROAD AND THE STATION ON THE LEFT IN THE SOUTHEAST QUADRANT OF THE
 JY1657'INTERSECTION.
 JY1657'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1657'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 52 1987---, AND IS
 JY1657'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1657'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 1.8 METERS (6 FT) AND IS
 JY1657'RECESSED 10 CM BELOW GROUND.  LOCATED 5.0 METERS (16.4 FT)
 JY1657'SOUTH-SOUTHEAST FROM THE SOUTH EDGE OF A POWER POLE, 8.7 METERS
 JY1657'(28.6 FT) SOUTHWEST FROM THE WEST EDGE OF THE WEST RAIL OF THE
 JY1657'CONRAIL RAILROAD, 8.8 METERS (28.8 FT) SOUTHEAST FROM THE SOUTHEAST
 JY1657'CORNER OF THE CONCRETE BASE OF A TRAFFIC SIGNAL BOX, 5.0 METERS
 JY1657'(16.4 FT) NORTHEAST FROM THE EAST EDGE OF THE PAVING ON MCKINLEY
 JY1657'ROAD.
 JY1657
 JY1657                          STATION RECOVERY (2003)
 JY1657
 JY1657'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 JY1657'RECOVERED IN GOOD CONDITION.
 JY1657
 JY1657                          STATION RECOVERY (2003)
 JY1657
 JY1657'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 JY1657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1658 ***********************************************************************
 JY1658  DESIGNATION -  FRANK 52 AZ MK
 JY1658  PID         -  JY1658
 JY1658  STATE/COUNTY-  OH/FRANKLIN
 JY1658  USGS QUAD   -  SOUTHWEST COLUMBUS (1995)
 JY1658
 JY1658                         *CURRENT SURVEY CONTROL
 JY1658  ___________________________________________________________________
 JY1658* NAD 83(1995)-  39 59 36.64245(N)    083 04 57.68481(W)     ADJUSTED  
 JY1658* NAVD 88     -       241.8    (meters)     793.     (feet)  VERTCON   
 JY1658  ___________________________________________________________________
 JY1658  X           -     589,336.803 (meters)                     COMP
 JY1658  Y           -  -4,857,711.485 (meters)                     COMP
 JY1658  Z           -   4,077,567.383 (meters)                     COMP
 JY1658  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 JY1658  ELLIP HEIGHT-         208.04  (meters)          (10/07/05) GPS OBS
 JY1658  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JY1658
 JY1658  HORZ ORDER  -  FIRST
 JY1658  ELLP ORDER  -  FOURTH    CLASS I
 JY1658
 JY1658.The horizontal coordinates were established by GPS observations
 JY1658.and adjusted by the National Geodetic Survey in April 1998..
 JY1658
 JY1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1658
 JY1658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1658
 JY1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1658
 JY1658.The ellipsoidal height was determined by GPS observations
 JY1658.and is referenced to NAD 83.
 JY1658
 JY1658.The geoid height was determined by GEOID03.
 JY1658
 JY1658;                    North         East     Units Scale Factor Converg.
 JY1658;SPC OH S     -   221,473.059   550,237.851   MT  0.99999236   -0 22 11.0
 JY1658;UTM  17      - 4,429,114.496   322,198.472   MT  0.99998919   -1 20 20.0
 JY1658
 JY1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1658!SPC OH S     -   0.99996736  x   0.99999236  =   0.99995972
 JY1658!UTM  17      -   0.99996736  x   0.99998919  =   0.99995655
 JY1658
 JY1658|---------------------------------------------------------------------|
 JY1658| PID    Reference Object                     Distance      Geod. Az  |
 JY1658|                                                           dddmmss.s |
 JY1658| JY1657 FRANK 52                            281.400 METERS 30002     |
 JY1658|---------------------------------------------------------------------|
 JY1658
 JY1658                          SUPERSEDED SURVEY CONTROL
 JY1658
 JY1658  ELLIP H (04/01/98)  207.99   (m)                       GP(       ) 4 1
 JY1658  NAD 83(1986)-  39 59 36.64694(N)    083 04 57.69074(W) AD(       ) 1
 JY1658  NGVD 29 (09/26/89)  242.0    (m)          794.     (f) GPS OBS        
 JY1658
 JY1658.Superseded values are not recommended for survey control.
 JY1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1658.See file dsdata.txt to determine how the superseded data were derived.
 JY1658
 JY1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE2219829114(NAD 83)
 JY1658_MARKER: DD = SURVEY DISK
 JY1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1658_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1658+STABILITY: SURFACE MOTION
 JY1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1658+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 JY1658
 JY1658  HISTORY     - Date     Condition        Report By
 JY1658  HISTORY     - 1987     MONUMENTED       OH-049
 JY1658  HISTORY     - 20030731 GOOD             USPSQD
 JY1658
 JY1658                          STATION DESCRIPTION
 JY1658
 JY1658'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1658'THE STATION IS LOCATED ABOUT 3.22 KM (2.0 MI)
 JY1658'NORTHWEST OF THE JUNCTION OF INTERSTATES 70 AND 670 AT INTERCHANGE
 JY1658'96,
 JY1658'3.54 KM (2.2 MI) EAST-NORTHEAST OF THE JUNCTION OF INTERSTATES 70
 JY1658'AND 270,
 JY1658'3.17 KM (1.97 MI) EAST-SOUTHEAST OF THE JUNCTION OF INTERSTATE 270
 JY1658'AND ROBERTS ROAD AT INTERCHANGE 10, AND WITHIN THE CITY OF COLUMBUS.
 JY1658'OWNERSHIP--FRANKLIN COUNTY.
 JY1658'
 JY1658'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 33 AND TRABUE
 JY1658'ROAD IN SOUTHWEST COLUMBUS, GO SOUTHWEST FOR
 JY1658'1.0 KM (0.6 MI) ON TRABUE ROAD TO DUBLIN ROAD ON THE RIGHT.
 JY1658'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 JY1658'0.1 KM (0.05 MI) ON TRABUE ROAD TO THE INTERSECTION OF MCKINLEY
 JY1658'AVENUE.
 JY1658'TURN LEFT AND GO SOUTHEAST FOR 0.3 KM (0.2 MI) ON MCKINLEY AVENUE
 JY1658'TO THE STATION ON THE LEFT ON THE EAST SIDE OF THE ROAD AND ON THE
 JY1658'WEST SIDE OF THE CONRAIL RAILROAD TRACKS.
 JY1658'
 JY1658'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 52 AZ MK
 JY1658'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1658'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 5.2 METERS (17.1 FT)
 JY1658'SOUTHWEST FROM THE WEST EDGE OF THE WEST RAIL OF THE TWO TRACK
 JY1658'CONRAIL RAILROAD, 4.4 METERS (14.5 FT) EAST FROM THE EAST EDGE OF A
 JY1658'POWER POLE AT THE NORTH END OF A TREE LINE, 27.4 METERS (90.0 FT)
 JY1658'NORTHWEST FROM THE NORTH EDGE OF A POWER POLE ON THE EAST SIDE OF A
 JY1658'TREE LINE.
 JY1658
 JY1658                          STATION RECOVERY (2003)
 JY1658
 JY1658'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 JY1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2209 ***********************************************************************
 KZ2209  DESIGNATION -  FRANK 53
 KZ2209  PID         -  KZ2209
 KZ2209  STATE/COUNTY-  OH/FRANKLIN
 KZ2209  USGS QUAD   -  HILLIARD (1984)
 KZ2209
 KZ2209                         *CURRENT SURVEY CONTROL
 KZ2209  ___________________________________________________________________
 KZ2209* NAD 83(1995)-  40 00 13.82186(N)    083 09 13.61776(W)     ADJUSTED  
 KZ2209* NAVD 88     -       283.7    (meters)     931.     (feet)  VERTCON   
 KZ2209  ___________________________________________________________________
 KZ2209  X           -     583,224.879 (meters)                     COMP
 KZ2209  Y           -  -4,857,739.067 (meters)                     COMP
 KZ2209  Z           -   4,078,472.849 (meters)                     COMP
 KZ2209  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 KZ2209  ELLIP HEIGHT-         250.01  (meters)          (10/07/05) GPS OBS
 KZ2209  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KZ2209
 KZ2209  HORZ ORDER  -  FIRST
 KZ2209  ELLP ORDER  -  FOURTH    CLASS I
 KZ2209
 KZ2209.The horizontal coordinates were established by GPS observations
 KZ2209.and adjusted by the National Geodetic Survey in April 1998..
 KZ2209
 KZ2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2209
 KZ2209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2209
 KZ2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2209
 KZ2209.The ellipsoidal height was determined by GPS observations
 KZ2209.and is referenced to NAD 83.
 KZ2209
 KZ2209.The geoid height was determined by GEOID03.
 KZ2209
 KZ2209;                    North         East     Units Scale Factor Converg.
 KZ2209;SPC OH S     -   222,661.313   544,174.906   MT  0.99999430   -0 24 53.4
 KZ2209;UTM  17      - 4,430,405.190   316,156.447   MT  1.00001609   -1 23 05.7
 KZ2209
 KZ2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2209!SPC OH S     -   0.99996078  x   0.99999430  =   0.99995508
 KZ2209!UTM  17      -   0.99996078  x   1.00001609  =   0.99997687
 KZ2209
 KZ2209:                Primary Azimuth Mark                     Grid Az
 KZ2209:SPC OH S     -  FRANK 53 AZ MK                           175 07 08.1
 KZ2209:UTM  17      -  FRANK 53 AZ MK                           176 05 20.4
 KZ2209
 KZ2209|---------------------------------------------------------------------|
 KZ2209| PID    Reference Object                     Distance      Geod. Az  |
 KZ2209|                                                           dddmmss.s |
 KZ2209| JY1659 FRANK 53 AZ MK                      APPROX. 0.7 KM 1744214.7 |
 KZ2209|---------------------------------------------------------------------|
 KZ2209
 KZ2209                          SUPERSEDED SURVEY CONTROL
 KZ2209
 KZ2209  ELLIP H (04/01/98)  249.97   (m)                       GP(       ) 4 1
 KZ2209  NAD 83(1986)-  40 00 13.82771(N)    083 09 13.62324(W) AD(       ) 1
 KZ2209  NGVD 29 (09/26/89)  283.9    (m)          931.     (f) GPS OBS        
 KZ2209
 KZ2209.Superseded values are not recommended for survey control.
 KZ2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2209.See file dsdata.txt to determine how the superseded data were derived.
 KZ2209
 KZ2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1615630405(NAD 83)
 KZ2209_MARKER: I = METAL ROD
 KZ2209_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2209_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2209_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2209+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2209
 KZ2209  HISTORY     - Date     Condition        Report By
 KZ2209  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2209
 KZ2209                          STATION DESCRIPTION
 KZ2209
 KZ2209'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2209'THE STATION IS LOCATED ABOUT 2.8 KM (1.74 MI)
 KZ2209'SOUTH-SOUTHEAST OF THE INTERSECTION OF MAIN STREET AND DARBY CREEK
 KZ2209'ROAD IN HILLIARD,
 KZ2209'2.93 KM (1.82 MI) WEST OF THE JUNCTION OF INTERSTATE 270 AND
 KZ2209'ROBERTS ROAD AT INTERCHANGE 10,
 KZ2209'2.98 KM (1.85 MI) NORTH OF THE JUNCTION OF INTERSTATE 70 AND THE
 KZ2209'HILLIARD-ROME ROAD AT INTERCHANGE 91, AT THE INTERSECTION OF
 KZ2209'ROBERTS ROAD AND THE HILLIARD-ROME ROAD IN WEST COLUMBUS.
 KZ2209'OWNERSHIP--FRANKLIN COUNTY.
 KZ2209'
 KZ2209'TO REACH THE STATION FROM THE INTERSECTION OF THE SCIOTO-DARBY
 KZ2209'CREEK ROAD AND THE HILLIARD-ROME ROAD IN HILLIARD, GO
 KZ2209'SOUTH FOR 1.12 KM (0.7 MI) ON THE HILLIARD-ROME ROAD TO A (Y)
 KZ2209'INTERSECTION.  FOLLOW THE LEFT FORK AND GO EAST AND SOUTH FOR 1.9
 KZ2209'KM (1.2 MI) ON THE HILLIARD-ROME ROAD TO ROBERTS ROAD AND THE
 KZ2209'STATION ON THE LEFT IN THE NORTHEAST CORNER OF THE INTERSECTION.
 KZ2209'
 KZ2209'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2209'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 53 1987---, AND IS
 KZ2209'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2209'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 9.8 METERS (32 FT) AND
 KZ2209'IS RECESSED 9 CM BELOW GROUND.  LOCATED 5.4 METERS (17.6 FT)
 KZ2209'NORTH-NORTHEAST FROM A POWER POLE AT THE NORTHEAST CONRER OF THE
 KZ2209'ROAD INTERSECTION, 12.3 METERS (40.2 FT) NORTH-NORTHWEST FROM A
 KZ2209'METAL STOP SIGN POLE, 5.5 METERS (18.0 FT) EAST FROM THE EAST EDGE
 KZ2209'OF THE HILLIARD-ROME ROAD PAVING, 8.2 METERS (26.8 FT) NORTH FROM
 KZ2209'THE NORTH EDGE OF THE ROBERTS ROAD PAVING, 0.6 METERS (2 FT) EAST
 KZ2209'FROM A FRANKLIN COUNTY ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1659 ***********************************************************************
 JY1659  DESIGNATION -  FRANK 53 AZ MK
 JY1659  PID         -  JY1659
 JY1659  STATE/COUNTY-  OH/FRANKLIN
 JY1659  USGS QUAD   -  GALLOWAY (1994)
 JY1659
 JY1659                         *CURRENT SURVEY CONTROL
 JY1659  ___________________________________________________________________
 JY1659* NAD 83(1995)-  39 59 52.75440(N)    083 09 11.07861(W)     ADJUSTED  
 JY1659* NAVD 88     -       285.1    (meters)     935.     (feet)  VERTCON   
 JY1659  ___________________________________________________________________
 JY1659  X           -     583,334.603 (meters)                     COMP
 JY1659  Y           -  -4,858,147.669 (meters)                     COMP
 JY1659  Z           -   4,077,975.974 (meters)                     COMP
 JY1659  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 JY1659  ELLIP HEIGHT-         251.41  (meters)          (10/07/05) GPS OBS
 JY1659  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JY1659
 JY1659  HORZ ORDER  -  FIRST
 JY1659  ELLP ORDER  -  FOURTH    CLASS I
 JY1659
 JY1659.The horizontal coordinates were established by GPS observations
 JY1659.and adjusted by the National Geodetic Survey in April 1998..
 JY1659
 JY1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1659
 JY1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1659
 JY1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1659
 JY1659.The ellipsoidal height was determined by GPS observations
 JY1659.and is referenced to NAD 83.
 JY1659
 JY1659.The geoid height was determined by GEOID03.
 JY1659
 JY1659;                    North         East     Units Scale Factor Converg.
 JY1659;SPC OH S     -   222,011.115   544,230.431   MT  0.99999320   -0 24 51.8
 JY1659;UTM  17      - 4,429,754.132   316,200.958   MT  1.00001589   -1 23 03.5
 JY1659
 JY1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1659!SPC OH S     -   0.99996056  x   0.99999320  =   0.99995376
 JY1659!UTM  17      -   0.99996056  x   1.00001589  =   0.99997645
 JY1659
 JY1659:                Primary Azimuth Mark                     Grid Az
 JY1659:SPC OH S     -  FRANK 53                                 355 07 08.2
 JY1659:UTM  17      -  FRANK 53                                 356 05 19.9
 JY1659
 JY1659|---------------------------------------------------------------------|
 JY1659| PID    Reference Object                     Distance      Geod. Az  |
 JY1659|                                                           dddmmss.s |
 JY1659| KZ2209 FRANK 53                            APPROX. 0.7 KM 3544216.4 |
 JY1659|---------------------------------------------------------------------|
 JY1659
 JY1659                          SUPERSEDED SURVEY CONTROL
 JY1659
 JY1659  ELLIP H (04/01/98)  251.36   (m)                       GP(       ) 4 1
 JY1659  NAD 83(1986)-  39 59 52.76037(N)    083 09 11.08414(W) AD(       ) 1
 JY1659  NGVD 29 (09/26/89)  285.3    (m)          936.     (f) GPS OBS        
 JY1659
 JY1659.Superseded values are not recommended for survey control.
 JY1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1659.See file dsdata.txt to determine how the superseded data were derived.
 JY1659
 JY1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1620129754(NAD 83)
 JY1659_MARKER: DD = SURVEY DISK
 JY1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1659+STABILITY: SURFACE MOTION
 JY1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1659+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1659
 JY1659  HISTORY     - Date     Condition        Report By
 JY1659  HISTORY     - 1987     MONUMENTED       OH-049
 JY1659
 JY1659                          STATION DESCRIPTION
 JY1659
 JY1659'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1659'THE STATION IS LOCATED ABOUT 3.48 KM (2.16 MI)
 JY1659'SOUTH OF THE INTERSECTION OF MAIN STREET AND DARBY CREEK ROAD IN
 JY1659'HILLIARD,
 JY1659'2.94 KM (1.83 MI) WEST-SOUTHWEST OF THE JUNCTION OF INTERSTATE 270
 JY1659'AND ROBERTS ROAD AT INTERCHANGE 10,
 JY1659'2.37 KM (1.47 MI) NORTH OF THE JUNCTION OF INTERSTATE 70 AND THE
 JY1659'HILLIARD-ROME ROAD AT INTERCHANGE 91,
 JY1659'0.64 KM (0.4 MI) SOUTH OF THE INTERSECTION OF ROBERTS ROAD AND THE
 JY1659'HILLIARD-ROME ROAD IN WEST COLUMBUS.
 JY1659'OWNERSHIP--FRANKLIN COUNTY.
 JY1659'
 JY1659'TO REACH THE STATION FROM THE INTERSECTION OF THE SCIOTO-DARBY
 JY1659'CREEK ROAD AND THE HILLIARD-ROME ROAD IN HILLIARD, GO
 JY1659'SOUTH FOR 1.1 KM (0.7 MI) ON THE HILLIARD-ROME ROAD TO A (Y)
 JY1659'INTERSECTION.  FOLLOW THE LEFT FORK AND GO EAST AND SOUTH FOR 1.9
 JY1659'KM (1.2 MI) ON THE HILLIARD-ROME ROAD TO ROBERTS ROAD.
 JY1659'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.6 KM (0.4 MI) ON THE
 JY1659'HILLIARD-ROME ROAD TO THE STATION ON THE RIGHT IN FRONT OF HOUSE
 JY1659'NUMBER 2300.
 JY1659'
 JY1659'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 53 AZ MK
 JY1659'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1659'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 6.3 METERS (20.6 FT)
 JY1659'WEST FROM THE CENTERLINE OF THE HILLIARD-ROME ROAD, 3.2 METERS
 JY1659'(10.6 FT) NORTHEAST FROM THE EDGE OF POWER POLE NUMBER 2300, 2.7
 JY1659'METERS (9.0 FT) EAST FROM A WIRE FENCE, 15.4 METERS (50.6 FT)
 JY1659'NORTHWEST FROM A MAILBOX POST FOR HOUSE NUMBER 2300.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1660 ***********************************************************************
 JY1660  DESIGNATION -  FRANK 54
 JY1660  PID         -  JY1660
 JY1660  STATE/COUNTY-  OH/FRANKLIN
 JY1660  USGS QUAD   -  GALLOWAY (1994)
 JY1660
 JY1660                         *CURRENT SURVEY CONTROL
 JY1660  ___________________________________________________________________
 JY1660* NAD 83(1995)-  39 59 59.88954(N)    083 12 06.93987(W)     ADJUSTED  
 JY1660* NAVD 88     -       286.9    (meters)     941.     (feet)  VERTCON   
 JY1660  ___________________________________________________________________
 JY1660  X           -     579,175.766 (meters)                     COMP
 JY1660  Y           -  -4,858,504.241 (meters)                     COMP
 JY1660  Z           -   4,078,145.793 (meters)                     COMP
 JY1660  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 JY1660  ELLIP HEIGHT-         253.32  (meters)          (10/07/05) GPS OBS
 JY1660  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JY1660
 JY1660  HORZ ORDER  -  FIRST
 JY1660  ELLP ORDER  -  FOURTH    CLASS I
 JY1660
 JY1660.The horizontal coordinates were established by GPS observations
 JY1660.and adjusted by the National Geodetic Survey in April 1998..
 JY1660
 JY1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1660
 JY1660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1660
 JY1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1660
 JY1660.The ellipsoidal height was determined by GPS observations
 JY1660.and is referenced to NAD 83.
 JY1660
 JY1660.The geoid height was determined by GEOID03.
 JY1660
 JY1660;                    North         East     Units Scale Factor Converg.
 JY1660;SPC OH S     -   222,262.475   540,060.645   MT  0.99999357   -0 26 43.4
 JY1660;UTM  17      - 4,430,076.067   312,035.893   MT  1.00003496   -1 24 56.8
 JY1660
 JY1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1660!SPC OH S     -   0.99996026  x   0.99999357  =   0.99995383
 JY1660!UTM  17      -   0.99996026  x   1.00003496  =   0.99999522
 JY1660
 JY1660:                Primary Azimuth Mark                     Grid Az
 JY1660:SPC OH S     -  FRANK 54 AZ MK                           184 23 17.1
 JY1660:UTM  17      -  FRANK 54 AZ MK                           185 21 30.5
 JY1660
 JY1660|---------------------------------------------------------------------|
 JY1660| PID    Reference Object                     Distance      Geod. Az  |
 JY1660|                                                           dddmmss.s |
 JY1660| JY1661 FRANK 54 AZ MK                      488.762 METERS 1835633.7 |
 JY1660|---------------------------------------------------------------------|
 JY1660
 JY1660                          SUPERSEDED SURVEY CONTROL
 JY1660
 JY1660  ELLIP H (04/01/98)  253.29   (m)                       GP(       ) 4 1
 JY1660  NAD 83(1986)-  39 59 59.89637(N)    083 12 06.94470(W) AD(       ) 1
 JY1660  NGVD 29 (09/26/89)  287.1    (m)          942.     (f) GPS OBS        
 JY1660
 JY1660.Superseded values are not recommended for survey control.
 JY1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1660.See file dsdata.txt to determine how the superseded data were derived.
 JY1660
 JY1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1203630076(NAD 83)
 JY1660_MARKER: I = METAL ROD
 JY1660_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1660_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1660_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1660+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1660
 JY1660  HISTORY     - Date     Condition        Report By
 JY1660  HISTORY     - 1987     MONUMENTED       OH-049
 JY1660
 JY1660                          STATION DESCRIPTION
 JY1660
 JY1660'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1660'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 JY1660'SOUTHWEST OF HILLIARD,
 JY1660'2.4 KM (1.5 MI) NORTH OF INTERSTATE 70,
 JY1660'1.61 KM (1.0 MI) WEST OF THE ALTON-DARBY CREEK ROAD, AT THE
 JY1660'INTERSECTION OF ROBERTS ROAD AND WALKER ROAD ON THE GROUNDS OF THE
 JY1660'BROWN ELEMENTARY SCHOOL, WITHIN THE TOWNSHIP OF BROWN.
 JY1660'OWNERSHIP--FRANKLIN COUNTY.
 JY1660'
 JY1660'TO REACH THE STATION FROM THE INTERSECTION OF THE HILLIARD-ROME
 JY1660'ROAD AND ROBERTS ROAD LOCATED SOUTH OF HILLIARD, GO
 JY1660'WEST FOR 1.1 KM (0.7 MI) ON ROBERTS ROAD TO FRAZELL ROAD ON THE
 JY1660'RIGHT.
 JY1660'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.3 KM (0.8 MI) ON ROBERTS
 JY1660'ROAD TO THE ALTON-DARBY CREEK ROAD.
 JY1660'TURN LEFT AND GO SOUTH FOR 0.24 KM (0.15 MI) ON THE ALTON-DARBY
 JY1660'CREEK ROAD TO ROBERTS ROAD ON THE RIGHT.
 JY1660'TURN RIGHT AND GO WEST FOR 1.77 KM (1.1 MI) ON ROBERTS ROAD TO
 JY1660'WALKER ROAD AND THE STATION ON THE RIGHT JUST EAST OF WALKER ROAD
 JY1660'IN THE NORTHEAST CONRER OF THE INTERSECTION.
 JY1660'
 JY1660'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1660'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 54 1987---, AND IS
 JY1660'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1660'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 7.3 METERS (24 FT) AND
 JY1660'IS RECESSED 10 CM BELOW GROUND.  LOCATED 12.9 METERS (42.2 FT) WEST
 JY1660'FROM A BOLT AND WASHER IN A POWER POLE, 5.8 METERS (18.9 FT) WEST
 JY1660'FROM THE GUY WIRE ANCHOR OF THE POWER POLE, 7.0 METERS (22.9 FT)
 JY1660'NORTH FROM THE NORTH EDGE OF THE ROBERTS ROAD PAVING, 6.3 METERS
 JY1660'(20.7 FT) NORTHWEST FROM THE STEEL POST OF A STOP SIGN, 12.3 METERS
 JY1660'(40.5 FT) SOUTH-SOUTHEAST FROM THE EDGE OF A POWER POLE ON THE EAST
 JY1660'SIDE OF WALKER ROAD, 0.6 METERS (2 FT) SOUTH FROM A FRANKLIN COUNTY
 JY1660'ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1661 ***********************************************************************
 JY1661  DESIGNATION -  FRANK 54 AZ MK
 JY1661  PID         -  JY1661
 JY1661  STATE/COUNTY-  OH/FRANKLIN
 JY1661  USGS QUAD   -  GALLOWAY (1994)
 JY1661
 JY1661                         *CURRENT SURVEY CONTROL
 JY1661  ___________________________________________________________________
 JY1661* NAD 83(1995)-  39 59 44.08025(N)    083 12 08.35655(W)     ADJUSTED  
 JY1661* NAVD 88     -       286.2    (meters)     939.     (feet)  VERTCON   
 JY1661  ___________________________________________________________________
 JY1661  X           -     579,179.431 (meters)                     COMP
 JY1661  Y           -  -4,858,818.908 (meters)                     COMP
 JY1661  Z           -   4,077,771.789 (meters)                     COMP
 JY1661  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 JY1661  ELLIP HEIGHT-         252.62  (meters)          (10/07/05) GPS OBS
 JY1661  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JY1661
 JY1661  HORZ ORDER  -  FIRST
 JY1661  ELLP ORDER  -  FOURTH    CLASS I
 JY1661
 JY1661.The horizontal coordinates were established by GPS observations
 JY1661.and adjusted by the National Geodetic Survey in April 1998..
 JY1661
 JY1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1661
 JY1661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1661
 JY1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1661
 JY1661.The ellipsoidal height was determined by GPS observations
 JY1661.and is referenced to NAD 83.
 JY1661
 JY1661.The geoid height was determined by GEOID03.
 JY1661
 JY1661;                    North         East     Units Scale Factor Converg.
 JY1661;SPC OH S     -   221,775.149   540,023.249   MT  0.99999275   -0 26 44.3
 JY1661;UTM  17      - 4,429,589.424   311,990.248   MT  1.00003517   -1 24 57.3
 JY1661
 JY1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1661!SPC OH S     -   0.99996037  x   0.99999275  =   0.99995312
 JY1661!UTM  17      -   0.99996037  x   1.00003517  =   0.99999554
 JY1661
 JY1661:                Primary Azimuth Mark                     Grid Az
 JY1661:SPC OH S     -  FRANK 54                                 004 23 17.1
 JY1661:UTM  17      -  FRANK 54                                 005 21 30.1
 JY1661
 JY1661|---------------------------------------------------------------------|
 JY1661| PID    Reference Object                     Distance      Geod. Az  |
 JY1661|                                                           dddmmss.s |
 JY1661| JY1660 FRANK 54                            488.762 METERS 0035632.8 |
 JY1661|---------------------------------------------------------------------|
 JY1661
 JY1661                          SUPERSEDED SURVEY CONTROL
 JY1661
 JY1661  ELLIP H (04/01/98)  252.60   (m)                       GP(       ) 4 1
 JY1661  NAD 83(1986)-  39 59 44.08683(N)    083 12 08.36132(W) AD(       ) 1
 JY1661  NGVD 29 (09/26/89)  286.4    (m)          940.     (f) GPS OBS        
 JY1661
 JY1661.Superseded values are not recommended for survey control.
 JY1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1661.See file dsdata.txt to determine how the superseded data were derived.
 JY1661
 JY1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE1199029589(NAD 83)
 JY1661_MARKER: DD = SURVEY DISK
 JY1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1661+STABILITY: SURFACE MOTION
 JY1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1661+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1661
 JY1661  HISTORY     - Date     Condition        Report By
 JY1661  HISTORY     - 1987     MONUMENTED       OH-049
 JY1661
 JY1661                          STATION DESCRIPTION
 JY1661
 JY1661'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1661'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 JY1661'SOUTHWEST OF HILLIARD, AT THE INTERSECTION OF WALKER ROAD AND
 JY1661'ROBERTS ROAD,
 JY1661'2.4 KM (1.5 MI) NORTH OF INTERSTATE 70,
 JY1661'1.6 KM (1.0 MI) WEST OF THE ALTON-DARBY CREEK ROAD, AND WITHIN THE
 JY1661'TOWNSHIP OF BROWN.
 JY1661'OWNERSHIP--FRANKLIN COUNTY.
 JY1661'
 JY1661'TO REACH THE STATION FROM THE INTERSECTION OF THE HILLIARD-ROME
 JY1661'ROAD AND ROBERTS ROAD LOCATED SOUTH OF HILLIARD, GO
 JY1661'WEST FOR 1.1 KM (0.7 MI) ON ROBERTS ROAD TO FRAZELL ROAD ON THE
 JY1661'RIGHT.
 JY1661'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.3 KM (0.8 MI) ON ROBERTS
 JY1661'ROAD TO THE ALTON-DARBY CREEK ROAD.
 JY1661'TURN LEFT AND GO SOUTH FOR 0.2 KM (0.15 MI) ON THE ALTON-DARBY
 JY1661'CREEK ROAD TO ROBERTS ROAD ON THE RIGHT.
 JY1661'TURN RIGHT AND GO WEST FOR 1.8 KM (1.1 MI) ON ROBERTS ROAD TO
 JY1661'WALKER ROAD.
 JY1661'TURN LEFT AND GO SOUTH FOR 0.5 KM (0.3 MI) ON WALKER ROAD TO THE
 JY1661'STATION ON THE RIGHT JUST NORTH OF A (Y) INTERSECTION ON THE WEST
 JY1661'SIDE OF WALKER ROAD.
 JY1661'
 JY1661'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 54 AZ MK
 JY1661'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1661'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 6.7 METERS (21.9 FT)
 JY1661'EAST FROM THE EDGE OF A POWER POLE AT THE NORTHWEST CORNER OF THE
 JY1661'ROAD INTERSECTION, 14.5 METERS (47.6 FT) NORTH FROM A STOP SIGN AT
 JY1661'THE SOUTHWEST CORNER OF THE ROAD INTERSECTION, 10.7 METERS (35.0
 JY1661'FT) WEST FROM THE CENTERLINE OF WALKER ROAD, 20.3 METERS (66.6 FT)
 JY1661'WEST FROM THE EDGE OF POLE NUMBER 337A15 ON THE NORTH SIDE OF THE
 JY1661'DRIVE TO HOUSE NUMBER 2310.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1662 ***********************************************************************
 JY1662  DESIGNATION -  FRANK 55
 JY1662  PID         -  JY1662
 JY1662  STATE/COUNTY-  OH/FRANKLIN
 JY1662  USGS QUAD   -  GALLOWAY (1994)
 JY1662
 JY1662                         *CURRENT SURVEY CONTROL
 JY1662  ___________________________________________________________________
 JY1662* NAD 83(1995)-  39 58 51.13987(N)    083 14 51.07346(W)     ADJUSTED  
 JY1662* NAVD 88     -       273.5    (meters)     897.     (feet)  VERTCON   
 JY1662  ___________________________________________________________________
 JY1662  X           -     575,468.493 (meters)                     COMP
 JY1662  Y           -  -4,860,306.688 (meters)                     COMP
 JY1662  Z           -   4,076,512.527 (meters)                     COMP
 JY1662  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 JY1662  ELLIP HEIGHT-         239.90  (meters)          (10/07/05) GPS OBS
 JY1662  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JY1662
 JY1662  HORZ ORDER  -  FIRST
 JY1662  ELLP ORDER  -  FOURTH    CLASS I
 JY1662
 JY1662.The horizontal coordinates were established by GPS observations
 JY1662.and adjusted by the National Geodetic Survey in April 1998..
 JY1662
 JY1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1662
 JY1662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1662
 JY1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1662
 JY1662.The ellipsoidal height was determined by GPS observations
 JY1662.and is referenced to NAD 83.
 JY1662
 JY1662.The geoid height was determined by GEOID03.
 JY1662
 JY1662;                    North         East     Units Scale Factor Converg.
 JY1662;SPC OH S     -   220,173.373   536,149.907   MT  0.99999004   -0 28 27.5
 JY1662;UTM  17      - 4,428,053.384   308,090.131   MT  1.00005341   -1 26 40.4
 JY1662
 JY1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1662!SPC OH S     -   0.99996237  x   0.99999004  =   0.99995241
 JY1662!UTM  17      -   0.99996237  x   1.00005341  =   1.00001577
 JY1662
 JY1662|---------------------------------------------------------------------|
 JY1662| PID    Reference Object                     Distance      Geod. Az  |
 JY1662|                                                           dddmmss.s |
 JY1662| JY1663 FRANK 55 AZ MK                      368.054 METERS 08211     |
 JY1662|---------------------------------------------------------------------|
 JY1662
 JY1662                          SUPERSEDED SURVEY CONTROL
 JY1662
 JY1662  ELLIP H (04/01/98)  239.87   (m)                       GP(       ) 4 1
 JY1662  NAD 83(1986)-  39 58 51.14546(N)    083 14 51.07826(W) AD(       ) 1
 JY1662  NGVD 29 (09/26/89)  273.7    (m)          898.     (f) GPS OBS        
 JY1662
 JY1662.Superseded values are not recommended for survey control.
 JY1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1662.See file dsdata.txt to determine how the superseded data were derived.
 JY1662
 JY1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE0809028053(NAD 83)
 JY1662_MARKER: I = METAL ROD
 JY1662_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 JY1662_SP_SET: OBJECT DRIVEN INTO GROUND
 JY1662_MAGNETIC: I = MARKER IS A STEEL ROD
 JY1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1662+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1662
 JY1662  HISTORY     - Date     Condition        Report By
 JY1662  HISTORY     - 1987     MONUMENTED       OH-049
 JY1662
 JY1662                          STATION DESCRIPTION
 JY1662
 JY1662'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1662'THE STATION IS LOCATED ABOUT 1.19 KM (0.74 MI)
 JY1662'EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE 70 AND THE PLAIN
 JY1662'CITY-GEORGESVILLE ROAD IN MADISON COUNTY,
 JY1662'1.21 KM (0.75 MI) WEST OF THE ROBERTS ROAD OVERPASS ON INTERSTATE
 JY1662'70,
 JY1662'0.16 KM (0.1 MI) EAST OF THE MADISON COUNTY-FRANKLIN COUNTY LINE IN
 JY1662'THE MEDIAN STRIP OF INTERSTATE 70 WITHIN THE TOWNSHIP OF BROWN.
 JY1662'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1662'
 JY1662'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70 AND THE
 JY1662'HILLIARD-ROME ROAD AT INTERCHANGE 91 IN PRAIRIE TOWNSHIP, GO
 JY1662'WEST FOR 7.2 KM (4.5 MI) ON INTERSTATE 70 TO THE ROBERTS ROAD
 JY1662'OVERPASS.
 JY1662'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.2 KM (0.75 MI) ON
 JY1662'INTERSTATE 70 TO THE STATION ON THE LEFT IN THE GRASS MEDIAN STRIP
 JY1662'DIRECTLY OPPOSITE THE EAST END OF THE METAL GUARDRAIL ON THE SOUTH
 JY1662'SIDE OF THE EASTBOUND LANE.
 JY1662'
 JY1662'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 JY1662'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 55 1987---, AND IS
 JY1662'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 JY1662'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 6.1 METERS (20 FT) AND
 JY1662'IS RECESSED 10 CM BELOW GROUND.  LOCATED 11.6 METERS (38.0 FT)
 JY1662'SOUTH FROM THE SOUTH EDGE OF THE INTERSTATE 70 WESTBOUND LANE,
 JY1662'4.3 METERS (14.1 FT) NORTH FROM THE NORTH EDGE OF THE INTERSTATE 70
 JY1662'EASTBOUND LANE, 51.8 METERS (170.0 FT) EAST FROM THE SOUTHEAST
 JY1662'CORNER OF A DRAINAGE INLET, 20.6 METERS (67.5 FT) NORTH FROM THE
 JY1662'ANCHOR BOLT AT THE EAST END OF A GURADRAIL ON THE SOUTH SIDE OF THE
 JY1662'INTERSTATE 70 EASTBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1663 ***********************************************************************
 JY1663  DESIGNATION -  FRANK 55 AZ MK
 JY1663  PID         -  JY1663
 JY1663  STATE/COUNTY-  OH/FRANKLIN
 JY1663  USGS QUAD   -  GALLOWAY (1994)
 JY1663
 JY1663                         *CURRENT SURVEY CONTROL
 JY1663  ___________________________________________________________________
 JY1663* NAD 83(1995)-  39 58 52.76296(N)    083 14 35.70564(W)     ADJUSTED  
 JY1663* NAVD 88     -       275.0    (meters)     902.     (feet)  VERTCON   
 JY1663  ___________________________________________________________________
 JY1663  X           -     575,826.957 (meters)                     COMP
 JY1663  Y           -  -4,860,232.966 (meters)                     COMP
 JY1663  Z           -   4,076,551.826 (meters)                     COMP
 JY1663  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 JY1663  ELLIP HEIGHT-         241.36  (meters)          (10/07/05) GPS OBS
 JY1663  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JY1663
 JY1663  HORZ ORDER  -  FIRST
 JY1663  ELLP ORDER  -  FOURTH    CLASS I
 JY1663
 JY1663.The horizontal coordinates were established by GPS observations
 JY1663.and adjusted by the National Geodetic Survey in April 1998..
 JY1663
 JY1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1663
 JY1663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1663
 JY1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1663
 JY1663.The ellipsoidal height was determined by GPS observations
 JY1663.and is referenced to NAD 83.
 JY1663
 JY1663.The geoid height was determined by GEOID03.
 JY1663
 JY1663;                    North         East     Units Scale Factor Converg.
 JY1663;SPC OH S     -   220,220.421   536,514.937   MT  0.99999012   -0 28 17.8
 JY1663;UTM  17      - 4,428,094.248   308,455.929   MT  1.00005169   -1 26 30.5
 JY1663
 JY1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1663!SPC OH S     -   0.99996214  x   0.99999012  =   0.99995226
 JY1663!UTM  17      -   0.99996214  x   1.00005169  =   1.00001383
 JY1663
 JY1663|---------------------------------------------------------------------|
 JY1663| PID    Reference Object                     Distance      Geod. Az  |
 JY1663|                                                           dddmmss.s |
 JY1663| JY1662 FRANK 55                            368.054 METERS 26211     |
 JY1663|---------------------------------------------------------------------|
 JY1663
 JY1663                          SUPERSEDED SURVEY CONTROL
 JY1663
 JY1663  ELLIP H (04/01/98)  241.34   (m)                       GP(       ) 4 1
 JY1663  NAD 83(1986)-  39 58 52.76897(N)    083 14 35.71044(W) AD(       ) 1
 JY1663  NGVD 29 (09/26/89)  275.2    (m)          903.     (f) GPS OBS        
 JY1663
 JY1663.Superseded values are not recommended for survey control.
 JY1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1663.See file dsdata.txt to determine how the superseded data were derived.
 JY1663
 JY1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE0845628094(NAD 83)
 JY1663_MARKER: DD = SURVEY DISK
 JY1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1663+STABILITY: SURFACE MOTION
 JY1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1663+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1663
 JY1663  HISTORY     - Date     Condition        Report By
 JY1663  HISTORY     - 1987     MONUMENTED       OH-049
 JY1663
 JY1663                          STATION DESCRIPTION
 JY1663
 JY1663'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 JY1663'THE STATION IS LOCATED ABOUT 1.56 KM (0.97 MI)
 JY1663'EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE 70 AND THE PLAIN
 JY1663'CITY-GEORGESVILLE ROAD IN MADISON COUNTY,
 JY1663'0.8 KM (0.5 MI) WEST OF THE ROBERTS ROAD OVERPASS ON INTERSTATE 70,
 JY1663'0.56 KM (0.35 MI) EAST OF THE MADISON COUNTY-FRANKLIN COUNTY LINE
 JY1663'IN THE MEDIAN STRIP OF INTERSTATE 70 WITHIN THE TOWNSHIP OF BROWN.
 JY1663'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 JY1663'
 JY1663'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70 AND THE
 JY1663'HILLIARD-ROME ROAD AT INTERCHANGE 91 IN PRAIRIE TOWNSHIP, GO
 JY1663'WEST FOR 7.2 KM (4.5 MI) ON INTERSTATE 70 TO THE ROBERTS ROAD
 JY1663'OVERPASS.
 JY1663'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.8 KM (0.5 MI) ON
 JY1663'INTERSTATE 70 TO THE STATION ON THE LEFT IN THE GRASS MEDIAN
 JY1663'BETWEEN THE EAST AND WESTBOUND LANES ABOUT 152 METERS (500 FT) EAST
 JY1663'OF A CROSSOVER IN THE MEDIAN AND JUST NORTH OF A CONCRETE DRAINAGE
 JY1663'INLET.
 JY1663'
 JY1663'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 55 AZ MK
 JY1663'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 JY1663'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 4.2 METERS (13.9 FT)
 JY1663'SOUTH FROM THE SOUTH EDGE OF THE INTERSTATE 70 WEST PAVING, 14.7
 JY1663'METERS (48.2 FT) NORTH FROM THE NORTH EDGE OF THE INTERSTATE 70
 JY1663'EAST PAVING, 2.8 METERS (9.2 FT) NORTH-NORTHEAST FROM THE NORTHWEST
 JY1663'CORNER OF A CONCRETE DRAINAGE INLET, 3.4 METERS (11.3 FT) NORTHWEST
 JY1663'FROM THE NORTHEAST CORNER OF A CONCRETE DRAINAGE INLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2210 ***********************************************************************
 KZ2210  DESIGNATION -  FRANK 56
 KZ2210  PID         -  KZ2210
 KZ2210  STATE/COUNTY-  OH/FRANKLIN
 KZ2210  USGS QUAD   -  PLAIN CITY (1984)
 KZ2210
 KZ2210                         *CURRENT SURVEY CONTROL
 KZ2210  ___________________________________________________________________
 KZ2210* NAD 83(1995)-  40 02 48.86787(N)    083 15 12.11689(W)     ADJUSTED  
 KZ2210* NAVD 88     -       273.1    (meters)     896.     (feet)  VERTCON   
 KZ2210  ___________________________________________________________________
 KZ2210  X           -     574,418.734 (meters)                     COMP
 KZ2210  Y           -  -4,855,683.134 (meters)                     COMP
 KZ2210  Z           -   4,082,128.201 (meters)                     COMP
 KZ2210  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 KZ2210  ELLIP HEIGHT-         239.55  (meters)          (10/07/05) GPS OBS
 KZ2210  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KZ2210
 KZ2210  HORZ ORDER  -  FIRST
 KZ2210  ELLP ORDER  -  FOURTH    CLASS I
 KZ2210
 KZ2210.The horizontal coordinates were established by GPS observations
 KZ2210.and adjusted by the National Geodetic Survey in April 1998..
 KZ2210
 KZ2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2210
 KZ2210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2210
 KZ2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2210
 KZ2210.The ellipsoidal height was determined by GPS observations
 KZ2210.and is referenced to NAD 83.
 KZ2210
 KZ2210.The geoid height was determined by GEOID03.
 KZ2210
 KZ2210;                    North         East     Units Scale Factor Converg.
 KZ2210;SPC OH S     -   227,509.491   535,711.802   MT  1.00000271   -0 28 40.9
 KZ2210;UTM  17      - 4,435,396.299   307,776.423   MT  1.00005489   -1 27 01.1
 KZ2210
 KZ2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2210!SPC OH S     -   0.99996242  x   1.00000271  =   0.99996513
 KZ2210!UTM  17      -   0.99996242  x   1.00005489  =   1.00001731
 KZ2210
 KZ2210|---------------------------------------------------------------------|
 KZ2210| PID    Reference Object                     Distance      Geod. Az  |
 KZ2210|                                                           dddmmss.s |
 KZ2210| KZ2211 FRANK 56 AZ MK                      393.410 METERS 16541     |
 KZ2210|---------------------------------------------------------------------|
 KZ2210
 KZ2210                          SUPERSEDED SURVEY CONTROL
 KZ2210
 KZ2210  NAD 83(1986)-  40 02 48.87355(N)    083 15 12.12176(W) AD(       ) 1
 KZ2210  NGVD 29 (09/26/89)  273.3    (m)          897.     (f) GPS OBS        
 KZ2210
 KZ2210.Superseded values are not recommended for survey control.
 KZ2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2210.See file dsdata.txt to determine how the superseded data were derived.
 KZ2210
 KZ2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0777635396(NAD 83)
 KZ2210_MARKER: I = METAL ROD
 KZ2210_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2210_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2210_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2210+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2210
 KZ2210  HISTORY     - Date     Condition        Report By
 KZ2210  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2210
 KZ2210                          STATION DESCRIPTION
 KZ2210
 KZ2210'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2210'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 KZ2210'WEST OF HILLIARD, ON CREEK ROAD (THE SMITH-CALHOUN ROAD),
 KZ2210'0.2 KM (0.1 MI) EAST OF THE MADISON COUNTY-FRANKLIN COUNTY LINE,
 KZ2210'0.8 KM (0.5 MI) NORTH OF THE SCIOTO-DARBY CREEK ROAD, WITHIN THE
 KZ2210'TOWNSHIP OF BROWN.
 KZ2210'OWNERSHIP--FRANKLIN COUNTY.
 KZ2210'
 KZ2210'TO REACH THE STATION FROM THE INTERSECTION OF THE ALTON-DARBY CREEK
 KZ2210'ROAD AND THE SCIOTO-DARBY CREEK ROAD LOCATED WEST OF HILLIARD, GO
 KZ2210'WEST FOR 5.0 KM (3.1 MI) ON THE SCIOTO-DARBY CREEK ROAD TO AMITY
 KZ2210'ROAD ON THE LEFT.
 KZ2210'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.2 KM (0.1 MI) ON THE
 KZ2210'SCIOTO-DARBY CREEK ROAD TO CREEK ROAD.
 KZ2210'TURN RIGHT AND GO NORTH FOR 0.3 KM (0.2 MI) ON CREEK ROAD TO HAYDEN
 KZ2210'RUN ROAD ON THE RIGHT.
 KZ2210'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.5 KM (0.3 MI) ON CREEK
 KZ2210'ROAD TO THE STATION ON THE LEFT ON THE WEST SIDE OF CREEK ROAD.
 KZ2210'
 KZ2210'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2210'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 56 1987---, AND IS
 KZ2210'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2210'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 8.5 METERS (28 FT) AND
 KZ2210'IS RECESSED 10 CM BELOW GROUND.  LOCATED 5.9 METERS (19.4 FT)
 KZ2210'WEST-SOUTHWEST FROM A PK NAIL IN THE CENTERLINE OF CREEK ROAD, 12.7
 KZ2210'METERS (41.6 FT) SOUTHWEST FROM THE EDGE OF A POWER POLE ON THE
 KZ2210'EAST SIDE OF THE ROAD, 52.7 METERS (173 FT) NORTH-NORTHWEST FROM A
 KZ2210'WOOD MAILBOX POST ON THE WEST SIDE OF THE ROAD, 10.9 METERS (35.9
 KZ2210'FT) NORTH FROM A PK NAIL IN A TREE STUMP ON THE WEST SIDE OF CREEK
 KZ2210'ROAD, 0.6 METERS (2 FT) EAST FROM A FRANKLIN COUNTY ENGINEER
 KZ2210'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2211 ***********************************************************************
 KZ2211  DESIGNATION -  FRANK 56 AZ MK
 KZ2211  PID         -  KZ2211
 KZ2211  STATE/COUNTY-  OH/FRANKLIN
 KZ2211  USGS QUAD   -  PLAIN CITY (1984)
 KZ2211
 KZ2211                         *CURRENT SURVEY CONTROL
 KZ2211  ___________________________________________________________________
 KZ2211* NAD 83(1995)-  40 02 36.50839(N)    083 15 08.01517(W)     ADJUSTED  
 KZ2211* NAVD 88     -       273.3    (meters)     897.     (feet)  VERTCON   
 KZ2211  ___________________________________________________________________
 KZ2211  X           -     574,544.128 (meters)                     COMP
 KZ2211  Y           -  -4,855,915.422 (meters)                     COMP
 KZ2211  Z           -   4,081,836.478 (meters)                     COMP
 KZ2211  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 KZ2211  ELLIP HEIGHT-         239.73  (meters)          (10/07/05) GPS OBS
 KZ2211  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KZ2211
 KZ2211  HORZ ORDER  -  FIRST
 KZ2211  ELLP ORDER  -  FOURTH    CLASS I
 KZ2211
 KZ2211.The horizontal coordinates were established by GPS observations
 KZ2211.and adjusted by the National Geodetic Survey in April 1998..
 KZ2211
 KZ2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2211
 KZ2211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2211
 KZ2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2211
 KZ2211.The ellipsoidal height was determined by GPS observations
 KZ2211.and is referenced to NAD 83.
 KZ2211
 KZ2211.The geoid height was determined by GEOID03.
 KZ2211
 KZ2211;                    North         East     Units Scale Factor Converg.
 KZ2211;SPC OH S     -   227,127.487   535,805.851   MT  1.00000202   -0 28 38.3
 KZ2211;UTM  17      - 4,435,012.735   307,863.982   MT  1.00005448   -1 26 58.0
 KZ2211
 KZ2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2211!SPC OH S     -   0.99996239  x   1.00000202  =   0.99996441
 KZ2211!UTM  17      -   0.99996239  x   1.00005448  =   1.00001687
 KZ2211
 KZ2211|---------------------------------------------------------------------|
 KZ2211| PID    Reference Object                     Distance      Geod. Az  |
 KZ2211|                                                           dddmmss.s |
 KZ2211| KZ2210 FRANK 56                            393.410 METERS 34541     |
 KZ2211|---------------------------------------------------------------------|
 KZ2211
 KZ2211                          SUPERSEDED SURVEY CONTROL
 KZ2211
 KZ2211  NAD 83(1986)-  40 02 36.51409(N)    083 15 08.02004(W) AD(       ) 1
 KZ2211  NGVD 29 (09/26/89)  273.5    (m)          897.     (f) GPS OBS        
 KZ2211
 KZ2211.Superseded values are not recommended for survey control.
 KZ2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2211.See file dsdata.txt to determine how the superseded data were derived.
 KZ2211
 KZ2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0786435013(NAD 83)
 KZ2211_MARKER: DD = SURVEY DISK
 KZ2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2211_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2211+STABILITY: SURFACE MOTION
 KZ2211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2211+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2211
 KZ2211  HISTORY     - Date     Condition        Report By
 KZ2211  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2211
 KZ2211                          STATION DESCRIPTION
 KZ2211
 KZ2211'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2211'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 KZ2211'WEST OF HILLIARD, ON CREEK ROAD (THE SMITH-CALHOUN ROAD),
 KZ2211'0.2 KM (0.1 MI) EAST OF THE MADISON COUNTY-FRANKLIN COUNTY LINE,
 KZ2211'0.8 KM (0.5 MI) NORTH OF THE SCIOTO-DARBY CREEK ROAD, WITHIN THE
 KZ2211'TOWNSHIP OF BROWN.
 KZ2211'OWNERSHIP--FRANKLIN COUNTY.
 KZ2211'
 KZ2211'TO REACH THE STATION FROM THE ALTON-DARBY CREEK ROAD AND THE
 KZ2211'SCIOTO-DARBY CREEK ROAD LOCATED WEST OF HILLIARD, GO
 KZ2211'WEST FOR 5.0 KM (3.1 MI) ON THE SCIOTO-DARBY CREEK ROAD TO AMITY
 KZ2211'ROAD ON THE LEFT.
 KZ2211'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.2 KM (0.1 MI) ON THE
 KZ2211'SCIOTO-DARBY CREEK ROAD TO CREEK ROAD.
 KZ2211'TURN RIGHT AND GO NORTH FOR 0.3 KM (0.2 MI) ON CREEK ROAD TO HAYDEN
 KZ2211'RUN ROAD ON THE RIGHT.
 KZ2211'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.1 KM (0.05 MI) ON CREEK
 KZ2211'ROAD TO THE STATION ON THE RIGHT ON THE EAST SIDE OF CREEK ROAD.
 KZ2211'
 KZ2211'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 56 AZ MK
 KZ2211'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2211'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 16.9 METERS (55.3 FT)
 KZ2211'EAST-SOUTHEAST FROM THE SOUTHEAST EDGE OF AN EIGHT INCH DIAMETER
 KZ2211'LOCUST TREE, 2.8 METERS (9.3 FT) EAST FROM THE EAST EDGE OF CREEK
 KZ2211'ROAD, 1.9 METERS (6.2 FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF A
 KZ2211'WOOD POWER POLE, 5.6 METERS (18.3 FT) EAST FROM THE CENTERLINE OF
 KZ2211'CREEK ROAD, 3.1 METERS (10.1 FT) WEST FROM THE WEST EDGE OF A
 KZ2211'CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2212 ***********************************************************************
 KZ2212  DESIGNATION -  FRANK 57
 KZ2212  PID         -  KZ2212
 KZ2212  STATE/COUNTY-  OH/FRANKLIN
 KZ2212  USGS QUAD   -  HILLIARD (1984)
 KZ2212
 KZ2212                         *CURRENT SURVEY CONTROL
 KZ2212  ___________________________________________________________________
 KZ2212* NAD 83(1995)-  40 02 17.12899(N)    083 13 59.34277(W)     ADJUSTED  
 KZ2212* NAVD 88     -       285.3    (meters)     936.     (feet)  VERTCON   
 KZ2212  ___________________________________________________________________
 KZ2212  X           -     576,207.187 (meters)                     COMP
 KZ2212  Y           -  -4,856,114.877 (meters)                     COMP
 KZ2212  Z           -   4,081,386.585 (meters)                     COMP
 KZ2212  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 KZ2212  ELLIP HEIGHT-         251.75  (meters)          (10/07/05) GPS OBS
 KZ2212  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KZ2212
 KZ2212  HORZ ORDER  -  FIRST
 KZ2212  ELLP ORDER  -  FOURTH    CLASS I
 KZ2212
 KZ2212.The horizontal coordinates were established by GPS observations
 KZ2212.and adjusted by the National Geodetic Survey in April 1998..
 KZ2212
 KZ2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2212
 KZ2212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2212
 KZ2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2212
 KZ2212.The ellipsoidal height was determined by GPS observations
 KZ2212.and is referenced to NAD 83.
 KZ2212
 KZ2212.The geoid height was determined by GEOID03.
 KZ2212
 KZ2212;                    North         East     Units Scale Factor Converg.
 KZ2212;SPC OH S     -   226,516.394   537,428.858   MT  1.00000094   -0 27 54.7
 KZ2212;UTM  17      - 4,434,374.167   309,476.468   MT  1.00004688   -1 26 13.2
 KZ2212
 KZ2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2212!SPC OH S     -   0.99996051  x   1.00000094  =   0.99996145
 KZ2212!UTM  17      -   0.99996051  x   1.00004688  =   1.00000739
 KZ2212
 KZ2212:                Primary Azimuth Mark                     Grid Az
 KZ2212:SPC OH S     -  FRANK 57 AZ MK                           100 58 08.0
 KZ2212:UTM  17      -  FRANK 57 AZ MK                           101 56 26.5
 KZ2212
 KZ2212|---------------------------------------------------------------------|
 KZ2212| PID    Reference Object                     Distance      Geod. Az  |
 KZ2212|                                                           dddmmss.s |
 KZ2212| KZ2213 FRANK 57 AZ MK                      APPROX. 0.6 KM 1003013.3 |
 KZ2212|---------------------------------------------------------------------|
 KZ2212
 KZ2212                          SUPERSEDED SURVEY CONTROL
 KZ2212
 KZ2212  NAD 83(1986)-  40 02 17.13474(N)    083 13 59.34766(W) AD(       ) 1
 KZ2212  NGVD 29 (09/26/89)  285.5    (m)          937.     (f) GPS OBS        
 KZ2212
 KZ2212.Superseded values are not recommended for survey control.
 KZ2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2212.See file dsdata.txt to determine how the superseded data were derived.
 KZ2212
 KZ2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE0947634374(NAD 83)
 KZ2212_MARKER: I = METAL ROD
 KZ2212_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2212_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2212_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2212+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2212
 KZ2212  HISTORY     - Date     Condition        Report By
 KZ2212  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2212
 KZ2212                          STATION DESCRIPTION
 KZ2212
 KZ2212'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2212'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 KZ2212'WEST OF HILLIARD, ON THE SCIOTO-DARBY CREEK ROAD,
 KZ2212'1.6 KM (1.0 MI) SOUTH OF THE MADISON COUNTY-FRANKLIN COUNTY LINE,
 KZ2212'1.6 KM (1.0 MI) WEST OF LANGTON ROAD, WITHIN THE TOWNSHIP OF BROWN.
 KZ2212'OWNERSHIP--FRANKLIN COUNTY.
 KZ2212'
 KZ2212'TO REACH THE STATION FROM THE INTERSECTION OF THE HILLIARD-ROME
 KZ2212'ROAD AND THE SCIOTO-DARBY CREEK ROAD IN HILLIARD, GO
 KZ2212'NORTHWEST FOR 0.9 KM (0.55 MI) ON THE SCIOTO-DARBY CREEK ROAD TO
 KZ2212'LEPPERT ROAD ON THE RIGHT.
 KZ2212'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 3.78 KM (2.35 MI) ON THE
 KZ2212'SCIOTO-DARBY CREEK ROAD TO LANGTON ROAD ON THE RIGHT.
 KZ2212'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.7 KM (1.1 MI) ON THE
 KZ2212'SCIOTO-DARBY CREEK ROAD TO THE STATION ON THE RIGHT, JUST WEST OF
 KZ2212'THE DRIVEWAY TO A TWO STORY WHITE HOUSE NUMBERED 8370 DARBY CREEK
 KZ2212'ROAD.
 KZ2212'
 KZ2212'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2212'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 57 1987---, AND IS
 KZ2212'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2212'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 4.9 METERS (16 FT) AND
 KZ2212'IS RECESSED 9 CM BELOW GROUND.  LOCATED 23.3 METERS (76.5 FT)
 KZ2212'NORTHWEST FROM A BOLT AND WASHER IN A POWER POLE, 6.9 METERS
 KZ2212'(22.7 FT) NORTH FROM THE NORTH EDGE OF THE SCIOTO-DARBY CREEK ROAD
 KZ2212'PAVING, 16.3 METERS (53.50 FT) WEST FROM A BRACKET BOLT ON A
 KZ2212'TELEPHONE PEDESTAL, 19.0 METERS (62.2 FT) SOUTHWEST FROM THE
 KZ2212'SOUTHWEST EDGE OF POWER POLE NUMBER 364A23 ON THE EAST SIDE OF THE
 KZ2212'DRIVEWAY TO HOUSE NUMBER 8370.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2213 ***********************************************************************
 KZ2213  DESIGNATION -  FRANK 57 AZ MK
 KZ2213  PID         -  KZ2213
 KZ2213  STATE/COUNTY-  OH/FRANKLIN
 KZ2213  USGS QUAD   -  HILLIARD (1984)
 KZ2213
 KZ2213                         *CURRENT SURVEY CONTROL
 KZ2213  ___________________________________________________________________
 KZ2213* NAD 83(1995)-  40 02 13.82732(N)    083 13 36.17970(W)     ADJUSTED  
 KZ2213* NAVD 88     -       286.4    (meters)     940.     (feet)  VERTCON   
 KZ2213  ___________________________________________________________________
 KZ2213  X           -     576,760.325 (meters)                     COMP
 KZ2213  Y           -  -4,856,115.908 (meters)                     COMP
 KZ2213  Z           -   4,081,309.221 (meters)                     COMP
 KZ2213  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 KZ2213  ELLIP HEIGHT-         252.69  (meters)          (10/07/05) GPS OBS
 KZ2213  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KZ2213
 KZ2213  HORZ ORDER  -  FIRST
 KZ2213  ELLP ORDER  -  FOURTH    CLASS I
 KZ2213
 KZ2213.The horizontal coordinates were established by GPS observations
 KZ2213.and adjusted by the National Geodetic Survey in April 1998..
 KZ2213
 KZ2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2213
 KZ2213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2213
 KZ2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2213
 KZ2213.The ellipsoidal height was determined by GPS observations
 KZ2213.and is referenced to NAD 83.
 KZ2213
 KZ2213.The geoid height was determined by GEOID03.
 KZ2213
 KZ2213;                    North         East     Units Scale Factor Converg.
 KZ2213;SPC OH S     -   226,410.124   537,977.155   MT  1.00000076   -0 27 40.0
 KZ2213;UTM  17      - 4,434,258.608   310,022.908   MT  1.00004432   -1 25 58.2
 KZ2213
 KZ2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2213!SPC OH S     -   0.99996036  x   1.00000076  =   0.99996112
 KZ2213!UTM  17      -   0.99996036  x   1.00004432  =   1.00000468
 KZ2213
 KZ2213:                Primary Azimuth Mark                     Grid Az
 KZ2213:SPC OH S     -  FRANK 57                                 280 58 08.2
 KZ2213:UTM  17      -  FRANK 57                                 281 56 26.4
 KZ2213
 KZ2213|---------------------------------------------------------------------|
 KZ2213| PID    Reference Object                     Distance      Geod. Az  |
 KZ2213|                                                           dddmmss.s |
 KZ2213| KZ2212 FRANK 57                            APPROX. 0.6 KM 2803028.2 |
 KZ2213|---------------------------------------------------------------------|
 KZ2213
 KZ2213                          SUPERSEDED SURVEY CONTROL
 KZ2213
 KZ2213  ELLIP H (04/01/98)  252.68   (m)                       GP(       ) 4 1
 KZ2213  NAD 83(1986)-  40 02 13.83304(N)    083 13 36.18458(W) AD(       ) 1
 KZ2213  NGVD 29 (09/26/89)  286.6    (m)          940.     (f) GPS OBS        
 KZ2213
 KZ2213.Superseded values are not recommended for survey control.
 KZ2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2213.See file dsdata.txt to determine how the superseded data were derived.
 KZ2213
 KZ2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1002334259(NAD 83)
 KZ2213_MARKER: DD = SURVEY DISK
 KZ2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2213+STABILITY: SURFACE MOTION
 KZ2213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2213+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2213
 KZ2213  HISTORY     - Date     Condition        Report By
 KZ2213  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2213
 KZ2213                          STATION DESCRIPTION
 KZ2213
 KZ2213'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2213'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI)
 KZ2213'WEST OF HILLIARD, ON THE SCIOTO-DARBY CREEK ROAD,
 KZ2213'1.6 KM (1.0 MI) SOUTH OF THE MADISON COUNTY-FRANKLIN COUNTY LINE,
 KZ2213'1.1 KM (0.7 MI) WEST OF LANGTON ROAD, WITHIN THE TOWNSHIP OF BROWN.
 KZ2213'OWNERSHIP--FRANKLIN COUNTY.
 KZ2213'
 KZ2213'TO REACH THE STATION FROM THE INTERSECTION OF THE HILLIARD-ROME
 KZ2213'ROAD AND THE SCIOTO-DARBY CREEK ROAD IN HILLIARD, GO
 KZ2213'NORTHWEST FOR 0.9 KM (0.55 MI) ON THE SCIOTO-DARBY CREEK ROAD TO
 KZ2213'LEPPERT ROAD ON THE RIGHT.
 KZ2213'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 3.8 KM (2.35 MI) ON THE
 KZ2213'SCIOTO-DARBY CREEK ROAD TO LANGTON ROAD ON THE RIGHT.
 KZ2213'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.2 KM (0.75 MI) ON THE
 KZ2213'SCIOTO-DARBY CREEK ROAD TO THE STATION ON THE LEFT, JUST EAST OF A
 KZ2213'BRIDGE OVER A DRAINAGE DITCH.
 KZ2213'
 KZ2213'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 57 AZ MK
 KZ2213'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2213'DIAMETER RECESSED 7 CM BELOW GROUND.  LOCATED 4.0 METERS (13.1 FT)
 KZ2213'EAST-SOUTHEAST FROM A FRANKLIN COUNTY BENCH MARK NO. T-7 69 IN THE
 KZ2213'SOUTHEAST WINGWALL OF A BRIDGE, 2.6 METERS (8.5 FT) WEST FROM THE
 KZ2213'EAST END OF A GUARDRAIL ON THE SOUTH SIDE OF THE ROAD, 5.0 METERS
 KZ2213'(16.5 FT) SOUTH FROM THE CENTERLINE OF THE SCIOTO-DARBY CREEK ROAD,
 KZ2213'0.6 METERS (2.0 FT) SOUTH FROM THE SOUTH EDGE OF A GUARDRAIL,
 KZ2213'0.9 METERS (3 FT) NORTH FROM A FRANKLIN COUNTY ENGINEER WITNESS
 KZ2213'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2214 ***********************************************************************
 KZ2214  DESIGNATION -  FRANK 58
 KZ2214  PID         -  KZ2214
 KZ2214  STATE/COUNTY-  OH/FRANKLIN
 KZ2214  USGS QUAD   -  HILLIARD (1984)
 KZ2214
 KZ2214                         *CURRENT SURVEY CONTROL
 KZ2214  ___________________________________________________________________
 KZ2214* NAD 83(1995)-  40 02 56.01079(N)    083 10 52.05300(W)     ADJUSTED  
 KZ2214* NAVD 88     -       287.3    (meters)     943.     (feet)  VERTCON   
 KZ2214  ___________________________________________________________________
 KZ2214  X           -     580,524.900 (meters)                     COMP
 KZ2214  Y           -  -4,854,825.047 (meters)                     COMP
 KZ2214  Z           -   4,082,305.974 (meters)                     COMP
 KZ2214  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 KZ2214  ELLIP HEIGHT-         253.72  (meters)          (10/07/05) GPS OBS
 KZ2214  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KZ2214
 KZ2214  HORZ ORDER  -  FIRST
 KZ2214  ELLP ORDER  -  FOURTH    CLASS I
 KZ2214
 KZ2214.The horizontal coordinates were established by GPS observations
 KZ2214.and adjusted by the National Geodetic Survey in April 1998..
 KZ2214
 KZ2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2214
 KZ2214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2214
 KZ2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2214
 KZ2214.The ellipsoidal height was determined by GPS observations
 KZ2214.and is referenced to NAD 83.
 KZ2214
 KZ2214.The geoid height was determined by GEOID03.
 KZ2214
 KZ2214;                    North         East     Units Scale Factor Converg.
 KZ2214;SPC OH S     -   227,680.830   541,877.912   MT  1.00000312   -0 25 55.9
 KZ2214;UTM  17      - 4,435,463.021   313,944.784   MT  1.00002616   -1 24 13.8
 KZ2214
 KZ2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2214!SPC OH S     -   0.99996020  x   1.00000312  =   0.99996332
 KZ2214!UTM  17      -   0.99996020  x   1.00002616  =   0.99998636
 KZ2214
 KZ2214:                Primary Azimuth Mark                     Grid Az
 KZ2214:SPC OH S     -  FRANK 58 AZ MK                           171 17 42.7
 KZ2214:UTM  17      -  FRANK 58 AZ MK                           172 16 00.6
 KZ2214
 KZ2214|---------------------------------------------------------------------|
 KZ2214| PID    Reference Object                     Distance      Geod. Az  |
 KZ2214|                                                           dddmmss.s |
 KZ2214| KZ2215 FRANK 58 AZ MK                      APPROX. 0.5 KM 1705146.8 |
 KZ2214|---------------------------------------------------------------------|
 KZ2214
 KZ2214                          SUPERSEDED SURVEY CONTROL
 KZ2214
 KZ2214  ELLIP H (04/01/98)  253.66   (m)                       GP(       ) 4 1
 KZ2214  NAD 83(1986)-  40 02 56.01714(N)    083 10 52.05840(W) AD(       ) 1
 KZ2214  NGVD 29 (09/26/89)  287.5    (m)          943.     (f) GPS OBS        
 KZ2214
 KZ2214.Superseded values are not recommended for survey control.
 KZ2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2214.See file dsdata.txt to determine how the superseded data were derived.
 KZ2214
 KZ2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1394535463(NAD 83)
 KZ2214_MARKER: I = METAL ROD
 KZ2214_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2214_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2214_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2214+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2214
 KZ2214  HISTORY     - Date     Condition        Report By
 KZ2214  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2214
 KZ2214                          STATION DESCRIPTION
 KZ2214
 KZ2214'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2214'THE STATION IS LOCATED ABOUT 1.61 KM (1.0 MI)
 KZ2214'NORTHWEST OF HILLIARD, ON COSGRAY ROAD,
 KZ2214'1.61 KM (1.0 MI) NORTH OF DARBY CREEK ROAD,
 KZ2214'0.8 KM (0.5 MI) WEST OF LEPPERT ROAD, WITHIN THE TOWNSHIP OF
 KZ2214'NORWICH.
 KZ2214'OWNERSHIP--FRANKLIN COUNTY.
 KZ2214'
 KZ2214'TO REACH THE STATION FROM THE INTERSECTION OF THE HILLIARD-ROME
 KZ2214'ROAD AND DARBY CREEK ROAD IN HILLIARD, GO NORTHWEST FOR
 KZ2214'0.8 KM (0.5 MI) ON DARBY CREEK ROAD TO LEPPERT ROAD ON THE RIGHT.
 KZ2214'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.72 KM (0.45 MI) ON DARBY
 KZ2214'CREEK ROAD TO COSGRAY ROAD ON THE RIGHT.
 KZ2214'TURN RIGHT AND GO NORTH FOR 1.77 KM (1.1 MI) ON COSGRAY ROAD TO THE
 KZ2214'OLD PENN CENTRAL RAILROAD RIGHT-OF-WAY AND THE STATION ON THE LEFT.
 KZ2214'
 KZ2214'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2214'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 58 1987---, AND IS
 KZ2214'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2214'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 3.7 METERS (12.1 FT) AND
 KZ2214'IS RECESSED 8 CM BELOW GROUND.  LOCATED 4.6 METERS (15.2 FT)
 KZ2214'SOUTH-SOUTHWEST FROM THE SOUTH PIPELINE MARKER ON THE WEST SIDE OF
 KZ2214'COSGRAY ROAD, 7.3 METERS (24.0 FT) WEST FROM THE WEST EDGE OF THE
 KZ2214'ROAD PAVING, 20.3 METERS (66.5 FT) NORTHWEST FROM THE SOUTH
 KZ2214'PIPELINE MARKER ON THE EAST SIDE OF THE ROAD, 23.4 METERS (76.7 FT)
 KZ2214'WEST-NORTHWEST FROM THE WEST EDGE OF THE ROUND CONCRETE BASE OF A
 KZ2214'POWER LINE TOWER, 0.6 METERS (2 FT) EAST FROM A FRANKLIN COUNTY
 KZ2214'ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2215 ***********************************************************************
 KZ2215  DESIGNATION -  FRANK 58 AZ MK
 KZ2215  PID         -  KZ2215
 KZ2215  STATE/COUNTY-  OH/FRANKLIN
 KZ2215  USGS QUAD   -  HILLIARD (1984)
 KZ2215
 KZ2215                         *CURRENT SURVEY CONTROL
 KZ2215  ___________________________________________________________________
 KZ2215* NAD 83(1995)-  40 02 39.23957(N)    083 10 48.54334(W)     ADJUSTED  
 KZ2215* NAVD 88     -       287.0    (meters)     942.     (feet)  VERTCON   
 KZ2215  ___________________________________________________________________
 KZ2215  X           -     580,646.993 (meters)                     COMP
 KZ2215  Y           -  -4,855,145.337 (meters)                     COMP
 KZ2215  Z           -   4,081,909.707 (meters)                     COMP
 KZ2215  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 KZ2215  ELLIP HEIGHT-         253.31  (meters)          (10/07/05) GPS OBS
 KZ2215  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KZ2215
 KZ2215  HORZ ORDER  -  FIRST
 KZ2215  ELLP ORDER  -  FOURTH    CLASS I
 KZ2215
 KZ2215.The horizontal coordinates were established by GPS observations
 KZ2215.and adjusted by the National Geodetic Survey in April 1998..
 KZ2215
 KZ2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2215
 KZ2215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2215
 KZ2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2215
 KZ2215.The ellipsoidal height was determined by GPS observations
 KZ2215.and is referenced to NAD 83.
 KZ2215
 KZ2215.The geoid height was determined by GEOID03.
 KZ2215
 KZ2215;                    North         East     Units Scale Factor Converg.
 KZ2215;SPC OH S     -   227,162.938   541,957.205   MT  1.00000217   -0 25 53.6
 KZ2215;UTM  17      - 4,434,943.847   314,015.286   MT  1.00002584   -1 24 11.0
 KZ2215
 KZ2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2215!SPC OH S     -   0.99996026  x   1.00000217  =   0.99996243
 KZ2215!UTM  17      -   0.99996026  x   1.00002584  =   0.99998610
 KZ2215
 KZ2215:                Primary Azimuth Mark                     Grid Az
 KZ2215:SPC OH S     -  FRANK 58                                 351 17 42.6
 KZ2215:UTM  17      -  FRANK 58                                 352 16 00.0
 KZ2215
 KZ2215|---------------------------------------------------------------------|
 KZ2215| PID    Reference Object                     Distance      Geod. Az  |
 KZ2215|                                                           dddmmss.s |
 KZ2215| KZ2214 FRANK 58                            APPROX. 0.5 KM 3505149.0 |
 KZ2215|---------------------------------------------------------------------|
 KZ2215
 KZ2215                          SUPERSEDED SURVEY CONTROL
 KZ2215
 KZ2215  ELLIP H (04/01/98)  253.25   (m)                       GP(       ) 4 1
 KZ2215  NAD 83(1986)-  40 02 39.24581(N)    083 10 48.54896(W) AD(       ) 1
 KZ2215  NGVD 29 (09/26/89)  287.1    (m)          942.     (f) GPS OBS        
 KZ2215
 KZ2215.Superseded values are not recommended for survey control.
 KZ2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2215.See file dsdata.txt to determine how the superseded data were derived.
 KZ2215
 KZ2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1401534944(NAD 83)
 KZ2215_MARKER: DD = SURVEY DISK
 KZ2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2215+STABILITY: SURFACE MOTION
 KZ2215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2215+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2215
 KZ2215  HISTORY     - Date     Condition        Report By
 KZ2215  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2215
 KZ2215                          STATION DESCRIPTION
 KZ2215
 KZ2215'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2215'THE STATION IS LOCATED ABOUT 1.61 KM (1.0 MI)
 KZ2215'NORTHWEST OF HILLIARD, ON COSGRAY ROAD,
 KZ2215'0.8 KM (0.5 MI) WEST OF LEPPERT ROAD,
 KZ2215'1.3 KM (0.8 MI) NORTH OF THE SCIOTO-DARBY CREEK ROAD, WITHIN THE
 KZ2215'TOWNSHIP OF NORWICH.
 KZ2215'OWNERSHIP--FRANKLIN COUNTY.
 KZ2215'
 KZ2215'TO REACH THE STATION FROM THE INTERSECTION OF THE HILLIARD-ROME
 KZ2215'ROAD AND THE SCIOTO-DARBY CREEK ROAD IN HILLIARD, GO
 KZ2215'NORTHWEST FOR 0.8 KM (0.5 MI) ON THE SCIOTO-DARBY CREEK ROAD TO
 KZ2215'LEPPERT ROAD ON THE RIGHT.
 KZ2215'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.7 KM (0.45 MI) ON THE
 KZ2215'SCIOTO-DARBY CREEK ROAD TO COSGRAY ROAD ON THE RIGHT.
 KZ2215'TURN RIGHT AND GO NORTH FOR 1.3 KM (0.8 MI) ON COSGRAY ROAD TO THE
 KZ2215'STATION ON THE RIGHT, JUST NORTH OF HOUSE NUMBER 4411 COSGRAY ROAD.
 KZ2215'
 KZ2215'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 58 AZ MK
 KZ2215'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2215'DIAMETER RECESSED 7 CM BELOW GROUND.  LOCATED 19.5 METERS (64.0 FT)
 KZ2215'NORTHEAST FROM THE EDGE OF POWER POLE NUMBER 316A38 ON THE WEST
 KZ2215'SIDE OF THE ROAD, 1.4 METERS (4.5 FT) NORTH-NORTHEAST FROM THE EDGE
 KZ2215'OF POWER POLE NUMBER 316A258 ON THE EAST SIDE OF THE ROAD, 5.0
 KZ2215'METERS (16.4 FT) EAST FROM THE EAST EDGE OF THE ROAD PAVING, 8.6
 KZ2215'METERS (28.2 FT) EAST FROM THE CENTERLINE OF COSGRAY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2216 ***********************************************************************
 KZ2216  DESIGNATION -  FRANK 61
 KZ2216  PID         -  KZ2216
 KZ2216  STATE/COUNTY-  OH/FRANKLIN
 KZ2216  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ2216
 KZ2216                         *CURRENT SURVEY CONTROL
 KZ2216  ___________________________________________________________________
 KZ2216* NAD 83(1995)-  40 03 11.37687(N)    083 03 12.65307(W)     ADJUSTED  
 KZ2216* NAVD 88     -       262.0    (meters)     860.     (feet)  GPS OBS   
 KZ2216  ___________________________________________________________________
 KZ2216  X           -     591,297.071 (meters)                     COMP
 KZ2216  Y           -  -4,853,198.208 (meters)                     COMP
 KZ2216  Z           -   4,082,652.605 (meters)                     COMP
 KZ2216  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 KZ2216  ELLIP HEIGHT-         228.59  (meters)          (10/07/05) GPS OBS
 KZ2216  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KZ2216
 KZ2216  HORZ ORDER  -  FIRST
 KZ2216  ELLP ORDER  -  THIRD     CLASS I
 KZ2216
 KZ2216.The horizontal coordinates were established by GPS observations
 KZ2216.and adjusted by the National Geodetic Survey in October 2005..
 KZ2216
 KZ2216.The orthometric height was determined by GPS observations and a
 KZ2216.high-resolution geoid model.
 KZ2216
 KZ2216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2216
 KZ2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2216
 KZ2216.The ellipsoidal height was determined by GPS observations
 KZ2216.and is referenced to NAD 83.
 KZ2216
 KZ2216.The geoid height was determined by GEOID03.
 KZ2216
 KZ2216;                    North         East     Units Scale Factor Converg.
 KZ2216;SPC OH S     -   228,080.317   552,770.023   MT  1.00000398   -0 21 04.4
 KZ2216;UTM  17      - 4,435,677.850   324,842.081   MT  0.99997770   -1 19 18.4
 KZ2216
 KZ2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2216!SPC OH S     -   0.99996414  x   1.00000398  =   0.99996812
 KZ2216!UTM  17      -   0.99996414  x   0.99997770  =   0.99994184
 KZ2216
 KZ2216:                Primary Azimuth Mark                     Grid Az
 KZ2216:SPC OH S     -  FRANK 61 AZ MK                           274 28 22.4
 KZ2216:UTM  17      -  FRANK 61 AZ MK                           275 26 36.4
 KZ2216
 KZ2216|---------------------------------------------------------------------|
 KZ2216| PID    Reference Object                     Distance      Geod. Az  |
 KZ2216|                                                           dddmmss.s |
 KZ2216| KZ2217 FRANK 61 AZ MK                      447.691 METERS 2740718.0 |
 KZ2216|---------------------------------------------------------------------|
 KZ2216
 KZ2216                          SUPERSEDED SURVEY CONTROL
 KZ2216
 KZ2216  NAD 83(1995)-  40 03 11.37748(N)    083 03 12.65072(W) AD(       ) 1
 KZ2216  ELLIP H (08/20/96)  228.22   (m)                       GP(       ) 3 1
 KZ2216  NAD 83(1986)-  40 03 11.38335(N)    083 03 12.65938(W) AD(       ) 1
 KZ2216  NGVD 29 (09/26/89)  262.6    (m)          862.     (f) GPS OBS        
 KZ2216
 KZ2216.Superseded values are not recommended for survey control.
 KZ2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2216.See file dsdata.txt to determine how the superseded data were derived.
 KZ2216
 KZ2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2484235678(NAD 83)
 KZ2216_MARKER: I = METAL ROD
 KZ2216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KZ2216_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2216_STAMPING: FRANK 61 1987
 KZ2216_MARK LOGO: FCE   
 KZ2216_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ2216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2216+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1995
 KZ2216
 KZ2216  HISTORY     - Date     Condition        Report By
 KZ2216  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2216  HISTORY     - 19951010 GOOD             OH-049
 KZ2216
 KZ2216                          STATION DESCRIPTION
 KZ2216
 KZ2216'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2216'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI)
 KZ2216'WEST OF HIGHWAY 315 ON HENDERSON ROAD IN NORTHWEST COLUMBUS,
 KZ2216'1.45 KM (0.9 MI) NORTH OF MCCOY ROAD,
 KZ2216'1.08 KM (0.67 MI) EAST OF REED ROAD.
 KZ2216'OWNERSHIP--CITY OF COLUMBUS.
 KZ2216'
 KZ2216'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 315 AND
 KZ2216'HENDERSON ROAD LOCATED EAST OF THE NORTHEAST CORNER OF UPPER
 KZ2216'ARLINGTON, GO WEST FOR 1.4 KM (0.9 MI) ON HENDERSON ROAD TO THE
 KZ2216'INTERSECTION OF KENNY ROAD.
 KZ2216'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.3 KM (0.2 MI) ON
 KZ2216'HENDERSON ROAD TO THE STATION ON THE LEFT IN THE GRASS MEDIAN STRIP
 KZ2216'BETWEEN THE EAST AND WESTBOUND LANES.
 KZ2216'
 KZ2216'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2216'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 61 1987---, AND IS
 KZ2216'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2216'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 6.1 METERS (20 FT) AND
 KZ2216'IS RECESSED 10 CM BELOW GROUND.  LOCATED 2.3 METERS (7.7 FT) SOUTH
 KZ2216'FROM THE BACK OF A CURB ON THE SOUTH SIDE OF THE WESTBOUND LANE OF
 KZ2216'HENDERSON ROAD, 2.2 METERS (7.3 FT) NORTH FROM THE BACK OF A CURB
 KZ2216'ON THE NORTH SIDE OF THE EASTBOUND LANE OF HENDERSON ROAD, 21.3
 KZ2216'METERS (70.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 KZ2216'CONCRETE BASE OF A STEEL LIGHT POLE.
 KZ2216
 KZ2216                          STATION RECOVERY (1995)
 KZ2216
 KZ2216'RECOVERY NOTE BY FRANKLIN COUNTY OHIO 1995 (DCR)
 KZ2216'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) WEST OF HIGHWAY 315 ON
 KZ2216'HENDERSON ROAD IN NORTHWEST COLUMBUS, 1.45 KM (0.90 MI) NORTH OF MCCOY
 KZ2216'ROAD AND 1.08 KM (0.65 MI) EAST OF REED ROAD. OWNERSHIP----CITY OF
 KZ2216'COLUMBUS.  TO REACH THE STATION FROM THE INTERSECTION OF HIGWAY 315
 KZ2216'AND HENDERSON ROAD, PROCEED WESTERLY FOR 1.4 KM (0.85 MI) ON HENDERSON
 KZ2216'ROAD TO THE INTERSECTION OF KENNY ROAD.  CONTINUE WESTERLY ON
 KZ2216'HENDERSON ROAD FOR 0.3 KM (0.20 MI) TO THE STATION ON THE LEFT IN THE
 KZ2216'GRASS MEDIAN.  THE STATION IS LOCATED 21.3 M (69.9 FT) NORTHEAST FROM
 KZ2216'THE NORTHEAST CORNER OF THE CONCRETE BASE OF A STEEL LIGHT POLE, 2.3 M
 KZ2216'(7.5 FT) SOUTH FROM THE BACK OF A CURB ON THE SOUTH SIDE OF THE
 KZ2216'WESTBOUND LANE OF HENDERSON ROAD, 2.2 M (7.2 FT) NORTH FROM THE BACK
 KZ2216'OF A CURB ON THE NORTH SIDE OF THE EASTBOUND LANE OF HENDERSON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2217 ***********************************************************************
 KZ2217  DESIGNATION -  FRANK 61 AZ MK
 KZ2217  PID         -  KZ2217
 KZ2217  STATE/COUNTY-  OH/FRANKLIN
 KZ2217  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ2217
 KZ2217                         *CURRENT SURVEY CONTROL
 KZ2217  ___________________________________________________________________
 KZ2217* NAD 83(1995)-  40 03 12.41971(N)    083 03 31.49253(W)     ADJUSTED  
 KZ2217* NAVD 88     -       268.3    (meters)     880.     (feet)  VERTCON   
 KZ2217  ___________________________________________________________________
 KZ2217  X           -     590,851.840 (meters)                     COMP
 KZ2217  Y           -  -4,853,236.139 (meters)                     COMP
 KZ2217  Z           -   4,082,681.029 (meters)                     COMP
 KZ2217  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 KZ2217  ELLIP HEIGHT-         234.50  (meters)          (10/07/05) GPS OBS
 KZ2217  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KZ2217
 KZ2217  HORZ ORDER  -  FIRST
 KZ2217  ELLP ORDER  -  FOURTH    CLASS I
 KZ2217
 KZ2217.The horizontal coordinates were established by GPS observations
 KZ2217.and adjusted by the National Geodetic Survey in October 2005..
 KZ2217
 KZ2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2217
 KZ2217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2217
 KZ2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2217
 KZ2217.The ellipsoidal height was determined by GPS observations
 KZ2217.and is referenced to NAD 83.
 KZ2217
 KZ2217.The geoid height was determined by GEOID03.
 KZ2217
 KZ2217;                    North         East     Units Scale Factor Converg.
 KZ2217;SPC OH S     -   228,115.231   552,323.694   MT  1.00000404   -0 21 16.3
 KZ2217;UTM  17      - 4,435,720.319   324,396.418   MT  0.99997963   -1 19 30.5
 KZ2217
 KZ2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2217!SPC OH S     -   0.99996321  x   1.00000404  =   0.99996725
 KZ2217!UTM  17      -   0.99996321  x   0.99997963  =   0.99994284
 KZ2217
 KZ2217:                Primary Azimuth Mark                     Grid Az
 KZ2217:SPC OH S     -  FRANK 61                                 094 28 22.2
 KZ2217:UTM  17      -  FRANK 61                                 095 26 36.4
 KZ2217
 KZ2217|---------------------------------------------------------------------|
 KZ2217| PID    Reference Object                     Distance      Geod. Az  |
 KZ2217|                                                           dddmmss.s |
 KZ2217| KZ2216 FRANK 61                            447.691 METERS 0940705.9 |
 KZ2217|---------------------------------------------------------------------|
 KZ2217
 KZ2217                          SUPERSEDED SURVEY CONTROL
 KZ2217
 KZ2217  NAD 83(1995)-  40 03 12.42033(N)    083 03 31.49023(W) AD(       ) 1
 KZ2217  ELLIP H (04/01/98)  234.17   (m)                       GP(       ) 4 1
 KZ2217  NAD 83(1986)-  40 03 12.42611(N)    083 03 31.49855(W) AD(       ) 1
 KZ2217  NGVD 29 (09/26/89)  268.5    (m)          881.     (f) GPS OBS        
 KZ2217
 KZ2217.Superseded values are not recommended for survey control.
 KZ2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2217.See file dsdata.txt to determine how the superseded data were derived.
 KZ2217
 KZ2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2439635720(NAD 83)
 KZ2217_MARKER: DD = SURVEY DISK
 KZ2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2217_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2217+STABILITY: SURFACE MOTION
 KZ2217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2217+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2217
 KZ2217  HISTORY     - Date     Condition        Report By
 KZ2217  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2217
 KZ2217                          STATION DESCRIPTION
 KZ2217
 KZ2217'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2217'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI)
 KZ2217'WEST OF HIGHWAY 315 ON HENDERSON ROAD IN NORTHWEST COLUMBUS,
 KZ2217'1.6 KM (1.0 MI) NORTH OF MCCOY ROAD,
 KZ2217'0.8 KM (0.5 MI) EAST OF REED ROAD.
 KZ2217'OWNERSHIP--CITY OF COLUMBUS.
 KZ2217'
 KZ2217'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 315 AND
 KZ2217'HENDERSON ROAD LOCATED EAST OF THE NORTHEAST CORNER OF UPPER
 KZ2217'ARLINGTON, GO WEST FOR 1.4 KM (0.9 MI) ON HENDERSON ROAD TO THE
 KZ2217'INTERSECTION OF KENNY ROAD.
 KZ2217'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.7 KM (0.45 MI) ON
 KZ2217'HENDERSON ROAD TO THE STATION ON THE RIGHT ON THE NORTH SIDE OF
 KZ2217'HENDERSON ROAD, ABOUT 76 METERS (250 FT) WEST OF WINTERCREST DRIVE.
 KZ2217'
 KZ2217'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 61 AZ MK
 KZ2217'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2217'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 13.3 METERS (43.7 FT)
 KZ2217'WEST-NORTHWEST FROM THE NORTHWEST CORNER OF THE CONCRETE BASE OF A
 KZ2217'LIGHT POLE ON THE NORTH SIDE OF THE ROAD, 5.0 METERS (16.5 FT)
 KZ2217'NORTH FROM THE BACK OF A CURB ON THE NORTH SIDE OF THE WESTBOUND
 KZ2217'LANE, 6.4 METERS (21.1 FT) SOUTH FROM A WIRE FENCE ON THE NORTH
 KZ2217'SIDE OF THE ROAD, 11.3 METERS (37.1 FT) WEST FROM A SIX INCH
 KZ2217'DIAMETER SPRUCE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2218 ***********************************************************************
 KZ2218  DESIGNATION -  FRANK 62
 KZ2218  PID         -  KZ2218
 KZ2218  STATE/COUNTY-  OH/FRANKLIN
 KZ2218  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ2218
 KZ2218                         *CURRENT SURVEY CONTROL
 KZ2218  ___________________________________________________________________
 KZ2218* NAD 83(1995)-  40 00 55.52623(N)    082 59 41.80144(W)     ADJUSTED  
 KZ2218* NAVD 88     -       258.1    (meters)     847.     (feet)  VERTCON   
 KZ2218  ___________________________________________________________________
 KZ2218  X           -     596,586.198 (meters)                     COMP
 KZ2218  Y           -  -4,855,263.197 (meters)                     COMP
 KZ2218  Z           -   4,079,441.584 (meters)                     COMP
 KZ2218  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 KZ2218  ELLIP HEIGHT-         224.32  (meters)          (10/07/05) GPS OBS
 KZ2218  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ2218
 KZ2218  HORZ ORDER  -  FIRST
 KZ2218  ELLP ORDER  -  FOURTH    CLASS I
 KZ2218
 KZ2218.The horizontal coordinates were established by GPS observations
 KZ2218.and adjusted by the National Geodetic Survey in October 2005..
 KZ2218
 KZ2218.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2218
 KZ2218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2218
 KZ2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2218
 KZ2218.The ellipsoidal height was determined by GPS observations
 KZ2218.and is referenced to NAD 83.
 KZ2218
 KZ2218.The geoid height was determined by GEOID03.
 KZ2218
 KZ2218;                    North         East     Units Scale Factor Converg.
 KZ2218;SPC OH S     -   223,861.305   557,744.621   MT  0.99999651   -0 18 50.6
 KZ2218;UTM  17      - 4,431,375.391   329,744.398   MT  0.99995686   -1 16 59.0
 KZ2218
 KZ2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2218!SPC OH S     -   0.99996481  x   0.99999651  =   0.99996132
 KZ2218!UTM  17      -   0.99996481  x   0.99995686  =   0.99992167
 KZ2218
 KZ2218:                Primary Azimuth Mark                     Grid Az
 KZ2218:SPC OH S     -  FRANK 62 AZ MK                           356 02 07.0
 KZ2218:UTM  17      -  FRANK 62 AZ MK                           357 00 15.4
 KZ2218
 KZ2218|---------------------------------------------------------------------|
 KZ2218| PID    Reference Object                     Distance      Geod. Az  |
 KZ2218|                                                           dddmmss.s |
 KZ2218| KZ2219 FRANK 62 AZ MK                      479.148 METERS 3554316.4 |
 KZ2218|---------------------------------------------------------------------|
 KZ2218
 KZ2218                          SUPERSEDED SURVEY CONTROL
 KZ2218
 KZ2218  NAD 83(1995)-  40 00 55.52717(N)    082 59 41.79909(W) AD(       ) 1
 KZ2218  ELLIP H (04/01/98)  224.08   (m)                       GP(       ) 4 1
 KZ2218  NAD 83(1986)-  40 00 55.53250(N)    082 59 41.80677(W) AD(       ) 1
 KZ2218  NGVD 29 (09/26/89)  258.3    (m)          847.     (f) GPS OBS        
 KZ2218
 KZ2218.Superseded values are not recommended for survey control.
 KZ2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2218.See file dsdata.txt to determine how the superseded data were derived.
 KZ2218
 KZ2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2974431375(NAD 83)
 KZ2218_MARKER: I = METAL ROD
 KZ2218_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2218_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2218_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2218+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2218
 KZ2218  HISTORY     - Date     Condition        Report By
 KZ2218  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2218
 KZ2218                          STATION DESCRIPTION
 KZ2218
 KZ2218'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2218'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI)
 KZ2218'NORTHEAST OF THE OHIO STATE UNIVERSITY STADIUM IN COLUMBUS,
 KZ2218'7.7 KM (4.8 MI) WEST OF THE INTERSECTION OF U.S. ROUTE 62 AND
 KZ2218'INTERSTATE 270,
 KZ2218'1.9 KM (1.2 MI) NORTH-NORTHWEST OF THE OHIO STATE FAIRGROUNDS IN
 KZ2218'COLUMBUS.
 KZ2218'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 KZ2218'
 KZ2218'TO REACH THE STATION FROM THE OHIO STATE UNIVERSITY AT FIFTEENTH
 KZ2218'STREET AND NORTH HIGH STREET IN COLUMBUS, GO
 KZ2218'NORTH-NORTHWEST FOR 1.6 KM (1.0 MI) ON NORTH HIGH STREET TO THE
 KZ2218'INTERSECTION OF HUDSON STREET.
 KZ2218'TURN RIGHT AND GO EAST FOR 1.5 KM (0.95 MI) ON EAST HUDSON STREET
 KZ2218'TO THE STATION ON THE LEFT ABOUT 60 METERS (200 FT) NORTH FROM THE
 KZ2218'CENTERLINE OF HUDSON STREET IN A GRASS PLOT AT THE HUDSON STREET
 KZ2218'EXIT OF INTERSTATE 71 SOUTHBOUND.
 KZ2218'
 KZ2218'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2218'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 62 1987---, AND IS
 KZ2218'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2218'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 3.7 METERS (12 FT) AND
 KZ2218'IS RECESSED 8 CM BELOW GROUND.  LOCATED 15.7 METERS (51.4 FT)
 KZ2218'EAST-SOUTHEAST FROM THE SOUTH BOLT ON A FIRE HYDRANT ON THE WEST
 KZ2218'SIDE OF THE ROAD, 2.7 METERS (8.8 FT) WEST FROM THE BACK OF A CURB
 KZ2218'ON THE WEST SIDE OF A ONE-WAY STREET NORTH, 20.4 METERS (66.8 FT)
 KZ2218'NORTH FROM THE NORTH RIM OF A MANHOLE IN THE GRASS PLOT, 6.1 METERS
 KZ2218'(20.0 FT) WEST FROM THE CENTERLINE OF A ONE-WAY STREET GOING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2219 ***********************************************************************
 KZ2219  DESIGNATION -  FRANK 62 AZ MK
 KZ2219  PID         -  KZ2219
 KZ2219  STATE/COUNTY-  OH/FRANKLIN
 KZ2219  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ2219
 KZ2219                         *CURRENT SURVEY CONTROL
 KZ2219  ___________________________________________________________________
 KZ2219* NAD 83(1995)-  40 01 11.01798(N)    082 59 43.30896(W)     ADJUSTED  
 KZ2219* NAVD 88     -       260.7    (meters)     855.     (feet)  VERTCON   
 KZ2219  ___________________________________________________________________
 KZ2219  X           -     596,513.472 (meters)                     COMP
 KZ2219  Y           -  -4,854,964.458 (meters)                     COMP
 KZ2219  Z           -   4,079,809.104 (meters)                     COMP
 KZ2219  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 KZ2219  ELLIP HEIGHT-         226.77  (meters)          (10/07/05) GPS OBS
 KZ2219  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ2219
 KZ2219  HORZ ORDER  -  FIRST
 KZ2219  ELLP ORDER  -  FOURTH    CLASS I
 KZ2219
 KZ2219.The horizontal coordinates were established by GPS observations
 KZ2219.and adjusted by the National Geodetic Survey in October 2005..
 KZ2219
 KZ2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2219
 KZ2219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2219
 KZ2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2219
 KZ2219.The ellipsoidal height was determined by GPS observations
 KZ2219.and is referenced to NAD 83.
 KZ2219
 KZ2219.The geoid height was determined by GEOID03.
 KZ2219
 KZ2219;                    North         East     Units Scale Factor Converg.
 KZ2219;SPC OH S     -   224,339.305   557,711.492   MT  0.99999734   -0 18 51.5
 KZ2219;UTM  17      - 4,431,853.864   329,719.359   MT  0.99995696   -1 17 00.3
 KZ2219
 KZ2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2219!SPC OH S     -   0.99996443  x   0.99999734  =   0.99996177
 KZ2219!UTM  17      -   0.99996443  x   0.99995696  =   0.99992139
 KZ2219
 KZ2219:                Primary Azimuth Mark                     Grid Az
 KZ2219:SPC OH S     -  FRANK 62                                 176 02 07.0
 KZ2219:UTM  17      -  FRANK 62                                 177 00 15.8
 KZ2219
 KZ2219|---------------------------------------------------------------------|
 KZ2219| PID    Reference Object                     Distance      Geod. Az  |
 KZ2219|                                                           dddmmss.s |
 KZ2219| KZ2218 FRANK 62                            479.148 METERS 1754315.5 |
 KZ2219|---------------------------------------------------------------------|
 KZ2219
 KZ2219                          SUPERSEDED SURVEY CONTROL
 KZ2219
 KZ2219  NAD 83(1995)-  40 01 11.01886(N)    082 59 43.30653(W) AD(       ) 1
 KZ2219  ELLIP H (04/01/98)  226.48   (m)                       GP(       ) 4 1
 KZ2219  NAD 83(1986)-  40 01 11.02434(N)    082 59 43.31469(W) AD(       ) 1
 KZ2219  NGVD 29 (09/26/89)  260.9    (m)          856.     (f) GPS OBS        
 KZ2219
 KZ2219.Superseded values are not recommended for survey control.
 KZ2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2219.See file dsdata.txt to determine how the superseded data were derived.
 KZ2219
 KZ2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2971931854(NAD 83)
 KZ2219_MARKER: DD = SURVEY DISK
 KZ2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2219_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2219+STABILITY: SURFACE MOTION
 KZ2219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2219+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2219
 KZ2219  HISTORY     - Date     Condition        Report By
 KZ2219  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2219
 KZ2219                          STATION DESCRIPTION
 KZ2219
 KZ2219'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2219'THE STATION IS LOCATED ABOUT 2.82 KM (1.75 MI)
 KZ2219'NORTHEAST OF THE OHIO STATE UNIVERSITY STADIUM IN COLUMBUS,
 KZ2219'2.41 KM (1.5 MI) NORTH-NORTHWEST OF THE OHIO STATE FAIRGROUNDS IN
 KZ2219'COLUMBUS,
 KZ2219'7.89 KM (4.9 MI) WEST OF THE JUNCTION OF U.S. ROUTE 62 AND
 KZ2219'INTERSTATE 270.
 KZ2219'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 KZ2219'
 KZ2219'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 71 SOUTH
 KZ2219'AND WEBER ROAD AT INTERCHANGE 113 IN COLUMBUS, GO
 KZ2219'SOUTH FOR 0.5 KM (0.3 MI) ON INTERSTATE 71 SOUTH TO THE STATION ON
 KZ2219'THE RIGHT ABOUT 2.4 METERS (8 FT) SOUTH OF A METAL LIGHT POLE AT
 KZ2219'THE CURBLINE ON THE WEST SIDE OF THE INTERSTATE.
 KZ2219'
 KZ2219'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 62 AZ MK
 KZ2219'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2219'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 2.4 METERS (7.8 FT)
 KZ2219'SOUTH-SOUTHEAST FROM THE SOUTH EDGE OF A LIGHT POLE ON THE WEST
 KZ2219'EDGE OF INTERSTATE 71 SOUTH, 0.6 METERS (2.0 FT) WEST-SOUTHWEST
 KZ2219'FROM THE WEST EDGE OF THE PAVING ON INTERSTATE 71 SOUTH, 6.0 METERS
 KZ2219'(19.8 FT) EAST-NORTHEAST FROM A WIRE FENCE ON THE WEST SIDE OF
 KZ2219'INTERSTATE 71, 30.5 METERS (100 FT) NORTH FROM THE NORTH LINE OF A
 KZ2219'WHAREHOUSE BUILDING WITH NUMBER 2697.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2220 ***********************************************************************
 KZ2220  DESIGNATION -  FRANK 64
 KZ2220  PID         -  KZ2220
 KZ2220  STATE/COUNTY-  OH/FRANKLIN
 KZ2220  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ2220
 KZ2220                         *CURRENT SURVEY CONTROL
 KZ2220  ___________________________________________________________________
 KZ2220* NAD 83(1995)-  40 02 03.17367(N)    082 55 57.25753(W)     ADJUSTED  
 KZ2220* NAVD 88     -       247.1    (meters)     811.     (feet)  VERTCON   
 KZ2220  ___________________________________________________________________
 KZ2220  X           -     601,705.222 (meters)                     COMP
 KZ2220  Y           -  -4,853,270.670 (meters)                     COMP
 KZ2220  Z           -   4,081,032.180 (meters)                     COMP
 KZ2220  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 KZ2220  ELLIP HEIGHT-         213.13  (meters)          (10/07/05) GPS OBS
 KZ2220  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KZ2220
 KZ2220  HORZ ORDER  -  FIRST
 KZ2220  ELLP ORDER  -  FOURTH    CLASS I
 KZ2220
 KZ2220.The horizontal coordinates were established by GPS observations
 KZ2220.and adjusted by the National Geodetic Survey in April 1998..
 KZ2220
 KZ2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2220
 KZ2220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2220
 KZ2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2220
 KZ2220.The ellipsoidal height was determined by GPS observations
 KZ2220.and is referenced to NAD 83.
 KZ2220
 KZ2220.The geoid height was determined by GEOID03.
 KZ2220
 KZ2220;                    North         East     Units Scale Factor Converg.
 KZ2220;SPC OH S     -   225,920.385   563,079.626   MT  1.00000017   -0 16 28.1
 KZ2220;UTM  17      - 4,433,343.853   335,113.178   MT  0.99993470   -1 14 36.2
 KZ2220
 KZ2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2220!SPC OH S     -   0.99996657  x   1.00000017  =   0.99996674
 KZ2220!UTM  17      -   0.99996657  x   0.99993470  =   0.99990127
 KZ2220
 KZ2220:                Primary Azimuth Mark                     Grid Az
 KZ2220:SPC OH S     -  FRANK 64 AZ MK                           305 44 59.2
 KZ2220:UTM  17      -  FRANK 64 AZ MK                           306 43 07.3
 KZ2220
 KZ2220|---------------------------------------------------------------------|
 KZ2220| PID    Reference Object                     Distance      Geod. Az  |
 KZ2220|                                                           dddmmss.s |
 KZ2220| KZ2221 FRANK 64 AZ MK                      471.290 METERS 3052831.1 |
 KZ2220|---------------------------------------------------------------------|
 KZ2220
 KZ2220                          SUPERSEDED SURVEY CONTROL
 KZ2220
 KZ2220  ELLIP H (04/01/98)  213.08   (m)                       GP(       ) 4 1
 KZ2220  NAD 83(1986)-  40 02 03.18102(N)    082 55 57.26228(W) AD(       ) 1
 KZ2220  NGVD 29 (09/26/89)  247.3    (m)          811.     (f) GPS OBS        
 KZ2220
 KZ2220.Superseded values are not recommended for survey control.
 KZ2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2220.See file dsdata.txt to determine how the superseded data were derived.
 KZ2220
 KZ2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3511333344(NAD 83)
 KZ2220_MARKER: I = METAL ROD
 KZ2220_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2220_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2220_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2220+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2220
 KZ2220  HISTORY     - Date     Condition        Report By
 KZ2220  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2220
 KZ2220                          STATION DESCRIPTION
 KZ2220
 KZ2220'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2220'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 KZ2220'NORTHWEST OF THE INTERSECTION OF U.S ROUTE 62 AND INTERSTATE 270,
 KZ2220'3.5 KM (2.2 MI) SOUTHWEST OF THE INTERSECTION OF INTERSTATE 270 AND
 KZ2220'MORSE ROAD IN EAST COLUMBUS,
 KZ2220'3.2 KM (2.0 MI) SOUTHEAST OF THE INTERSECTION OF MORSE ROAD AND
 KZ2220'CLEVELAND AVENUE AND WITHIN THE CITY OF COLUMBUS.
 KZ2220'OWNERSHIP--CITY OF COLUMBUS.
 KZ2220'
 KZ2220'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 270 AND
 KZ2220'MORSE ROAD IN COLUMBUS, GO WEST FOR 0.4 KM (0.25 MI) ON MORSE ROAD
 KZ2220'TO STELZER ROAD.  TURN LEFT AND GO
 KZ2220'SOUTH FOR 2.65 KM (1.65 MI) ON STELZER ROAD TO MCCUTCHEON ROAD.
 KZ2220'TURN RIGHT AND GO WEST FOR 1.9 KM (1.2 MI) ON MCCUTCHEON ROAD TO
 KZ2220'THE STATION ON THE LEFT IN THE SOUTHEAST QUADRANT OF THE
 KZ2220'INTERSECTION OF MCCUTCHEON ROAD AND SUNBURY ROAD.
 KZ2220'
 KZ2220'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2220'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 64 1987---, AND IS
 KZ2220'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2220'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 7.3 METERS (24 FT) AND
 KZ2220'IS RECESSED 10 CM BELOW GROUND.  LOCATED 5.1 METERS (16.8 FT)
 KZ2220'NORTHEAST FROM A PK NAIL IN THE NORTHEAST BASE OF POLE NUMBER 62,
 KZ2220'7.6 METERS (24.9 FT) EAST-NORTHEAST FROM THE BASE OF A LEANING
 KZ2220'STREET SIGN POLE, 3.5 METERS (11.6 FT) SOUTHEAST FROM A CHISELED X
 KZ2220'ON CURB JOINT, 6.9 METERS (22.8 FT) WEST FROM THE WEST EDGE OF A
 KZ2220'CONCRETE WALK TO A TORN DOWN HOUSE, 0.6 METERS (2 FT) NORTHWEST
 KZ2220'FROM A FRANKLIN COUNTY ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2221 ***********************************************************************
 KZ2221  DESIGNATION -  FRANK 64 AZ MK
 KZ2221  PID         -  KZ2221
 KZ2221  STATE/COUNTY-  OH/FRANKLIN
 KZ2221  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ2221
 KZ2221                         *CURRENT SURVEY CONTROL
 KZ2221  ___________________________________________________________________
 KZ2221* NAD 83(1995)-  40 02 12.04127(N)    082 56 13.44639(W)     ADJUSTED  
 KZ2221* NAVD 88     -       247.9    (meters)     813.     (feet)  VERTCON   
 KZ2221  ___________________________________________________________________
 KZ2221  X           -     601,302.741 (meters)                     COMP
 KZ2221  Y           -  -4,853,143.822 (meters)                     COMP
 KZ2221  Z           -   4,081,242.058 (meters)                     COMP
 KZ2221  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 KZ2221  ELLIP HEIGHT-         213.85  (meters)          (10/07/05) GPS OBS
 KZ2221  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KZ2221
 KZ2221  HORZ ORDER  -  FIRST
 KZ2221  ELLP ORDER  -  FOURTH    CLASS I
 KZ2221
 KZ2221.The horizontal coordinates were established by GPS observations
 KZ2221.and adjusted by the National Geodetic Survey in April 1998..
 KZ2221
 KZ2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2221
 KZ2221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2221
 KZ2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2221
 KZ2221.The ellipsoidal height was determined by GPS observations
 KZ2221.and is referenced to NAD 83.
 KZ2221
 KZ2221.The geoid height was determined by GEOID03.
 KZ2221
 KZ2221;                    North         East     Units Scale Factor Converg.
 KZ2221;SPC OH S     -   226,195.735   562,697.138   MT  1.00000066   -0 16 38.4
 KZ2221;UTM  17      - 4,433,625.614   334,735.426   MT  0.99993624   -1 14 46.9
 KZ2221
 KZ2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2221!SPC OH S     -   0.99996645  x   1.00000066  =   0.99996711
 KZ2221!UTM  17      -   0.99996645  x   0.99993624  =   0.99990269
 KZ2221
 KZ2221:                Primary Azimuth Mark                     Grid Az
 KZ2221:SPC OH S     -  FRANK 64                                 125 44 59.1
 KZ2221:UTM  17      -  FRANK 64                                 126 43 07.6
 KZ2221
 KZ2221|---------------------------------------------------------------------|
 KZ2221| PID    Reference Object                     Distance      Geod. Az  |
 KZ2221|                                                           dddmmss.s |
 KZ2221| KZ2220 FRANK 64                            471.290 METERS 1252820.7 |
 KZ2221|---------------------------------------------------------------------|
 KZ2221
 KZ2221                          SUPERSEDED SURVEY CONTROL
 KZ2221
 KZ2221  ELLIP H (04/01/98)  213.79   (m)                       GP(       ) 4 1
 KZ2221  NAD 83(1986)-  40 02 12.04845(N)    082 56 13.45189(W) AD(       ) 1
 KZ2221  NGVD 29 (09/26/89)  248.1    (m)          814.     (f) GPS OBS        
 KZ2221
 KZ2221.Superseded values are not recommended for survey control.
 KZ2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2221.See file dsdata.txt to determine how the superseded data were derived.
 KZ2221
 KZ2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3473533626(NAD 83)
 KZ2221_MARKER: DD = SURVEY DISK
 KZ2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2221+STABILITY: SURFACE MOTION
 KZ2221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2221+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2221
 KZ2221  HISTORY     - Date     Condition        Report By
 KZ2221  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2221
 KZ2221                          STATION DESCRIPTION
 KZ2221
 KZ2221'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2221'THE STATION IS LOCATED ABOUT 3.67 KM (2.28 MI)
 KZ2221'NORTHWEST OF THE JUNCTION OF U.S ROUTE 62 AND INTERSTATE 270,
 KZ2221'3.67 KM (2.28 MI) SOUTHWEST OF THE JUNCTION OF INTERSTATE 270 AND
 KZ2221'MORSE ROAD IN EAST COLUMBUS,
 KZ2221'2.9 KM (1.8 MI) SOUTH-SOUTHEAST OF THE INTERSECTION OF MORSE ROAD
 KZ2221'AND CLEVLAND AVENUE, AND WITHIN THE CITY OF COLUMBUS.
 KZ2221'OWNERSHIP--CITY OF COLUMBUS.
 KZ2221'
 KZ2221'TO REACH THE STATION FROM THE JUNCTION OF SUNBURY ROAD AND
 KZ2221'MCCUTCHEON ROAD (INNIS ROAD) IN COLUMBUS, GO
 KZ2221'NORTHWEST FOR 0.5 KM (0.3 MI) ON INNIS ROAD TO THE STATION ON THE
 KZ2221'RIGHT, NEAR THE WEST END OF A METAL GUARDRAIL AT THE DRIVEWAY
 KZ2221'ENTRANCE TO HOUSE NUMBER 2932.
 KZ2221'
 KZ2221'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 64 AZ MK
 KZ2221'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2221'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 14.1 METERS (46.4 FT)
 KZ2221'EAST FROM THE MAILBOX POST ON THE WEST SIDE OF THE DRIVEWAY TO
 KZ2221'HOUSE NUMBER 2932, 3.4 METERS (11.2 FT) EAST FROM THE EAST RIM OF A
 KZ2221'MANHOLE, 0.3 METERS (1.1 FT ) SOUTH-SOUTHWEST FROM THE SOUTH EDGE
 KZ2221'OF THE SECOND H-BEAM GUARD RAIL POST FROM THE NORTH END, 4.2 METERS
 KZ2221'(13.7 FT) NORTH-NORTHEAST FROM THE NORTH EDGE OF THE INNIS ROAD
 KZ2221'NORTH CURB, 0.45 METERS (1.5 FT) SOUTH FROM A FRANKLIN COUNTY
 KZ2221'ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2222 ***********************************************************************
 KZ2222  DESIGNATION -  FRANK 65
 KZ2222  PID         -  KZ2222
 KZ2222  STATE/COUNTY-  OH/FRANKLIN
 KZ2222  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ2222
 KZ2222                         *CURRENT SURVEY CONTROL
 KZ2222  ___________________________________________________________________
 KZ2222* NAD 83(1995)-  40 00 30.02335(N)    082 53 28.99855(W)     ADJUSTED  
 KZ2222* NAVD 88     -       243.8    (meters)     800.     (feet)  GPS OBS   
 KZ2222  ___________________________________________________________________
 KZ2222  X           -     605,421.830 (meters)                     COMP
 KZ2222  Y           -  -4,854,667.832 (meters)                     COMP
 KZ2222  Z           -   4,078,829.780 (meters)                     COMP
 KZ2222  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 KZ2222  ELLIP HEIGHT-         209.81  (meters)          (10/07/05) GPS OBS
 KZ2222  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2222
 KZ2222  HORZ ORDER  -  FIRST
 KZ2222  ELLP ORDER  -  THIRD     CLASS I
 KZ2222
 KZ2222.The horizontal coordinates were established by GPS observations
 KZ2222.and adjusted by the National Geodetic Survey in August 1996..
 KZ2222
 KZ2222.The orthometric height was determined by GPS observations and a
 KZ2222.high-resolution geoid model.
 KZ2222
 KZ2222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2222
 KZ2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2222
 KZ2222.The ellipsoidal height was determined by GPS observations
 KZ2222.and is referenced to NAD 83.
 KZ2222
 KZ2222.The geoid height was determined by GEOID03.
 KZ2222
 KZ2222;                    North         East     Units Scale Factor Converg.
 KZ2222;SPC OH S     -   223,031.340   566,582.161   MT  0.99999515   -0 14 54.0
 KZ2222;UTM  17      - 4,430,396.231   338,566.143   MT  0.99992083   -1 12 58.4
 KZ2222
 KZ2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2222!SPC OH S     -   0.99996709  x   0.99999515  =   0.99996224
 KZ2222!UTM  17      -   0.99996709  x   0.99992083  =   0.99988792
 KZ2222
 KZ2222:                Primary Azimuth Mark                     Grid Az
 KZ2222:SPC OH S     -  FRANK 65 AZ MK                           094 07 09.1
 KZ2222:UTM  17      -  FRANK 65 AZ MK                           095 05 13.5
 KZ2222
 KZ2222|---------------------------------------------------------------------|
 KZ2222| PID    Reference Object                     Distance      Geod. Az  |
 KZ2222|                                                           dddmmss.s |
 KZ2222| KZ2223 FRANK 65 AZ MK                      APPROX. 0.9 KM 0935215.1 |
 KZ2222|---------------------------------------------------------------------|
 KZ2222
 KZ2222                          SUPERSEDED SURVEY CONTROL
 KZ2222
 KZ2222  ELLIP H (08/20/96)  209.84   (m)                       GP(       ) 3 1
 KZ2222  NAD 83(1986)-  40 00 30.03123(N)    082 53 29.00238(W) AD(       ) 1
 KZ2222  NGVD 29 (09/26/89)  244.0    (m)          801.     (f) GPS OBS        
 KZ2222
 KZ2222.Superseded values are not recommended for survey control.
 KZ2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2222.See file dsdata.txt to determine how the superseded data were derived.
 KZ2222
 KZ2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3856630396(NAD 83)
 KZ2222_MARKER: I = METAL ROD
 KZ2222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KZ2222_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2222_STAMPING: FRANK 65 1987
 KZ2222_MARK LOGO: FCE   
 KZ2222_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ2222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2222+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1995
 KZ2222
 KZ2222  HISTORY     - Date     Condition        Report By
 KZ2222  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2222  HISTORY     - 19951010 GOOD             OH-049
 KZ2222
 KZ2222                          STATION DESCRIPTION
 KZ2222
 KZ2222'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2222'THE STATION IS LOCATED ABOUT 1.29 KM (0.8 MI)
 KZ2222'SOUTHEAST OF THE JUNCTION OF INTERSTATE 270 AND U.S. ROUTE 62,
 KZ2222'1.69 KM (1.05 MI) SOUTHWEST OF THE JUNCTION OF U.S. ROUTE 62 AND
 KZ2222'STATE ROUTE 317,
 KZ2222'2.09 KM (1.3 MI) WEST OF THE JUNCTION OF INTERSTATE 270 AND STATE
 KZ2222'ROUTE 317, IN THE MEDIAN OF INTERSTATE 70, IN THE TOWN OF GAHANNA.
 KZ2222'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 KZ2222'
 KZ2222'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 270 AND U.S.
 KZ2222'ROUTE 62 AT THE SOUTHWEST CORNER OF GAHANNA, GO
 KZ2222'EAST FOR 1.1 KM (0.7 MI) ON INTERSTATE 270 TO THE GOSHEN LANE
 KZ2222'OVERPASS.
 KZ2222'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.2 KM (0.12 MI) ON
 KZ2222'INTERSTATE 270 TO THE STATION ON THE LEFT IN THE GRASS MEDIAN NEAR
 KZ2222'THE EAST END OF A METAL GUARDRAIL AND SOUTHWEST OF A CONCRETE
 KZ2222'DRAINAGE INLET.
 KZ2222'
 KZ2222'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2222'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 65 1987---, AND IS
 KZ2222'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2222'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 3.7 METERS (12 FT) AND
 KZ2222'IS RECESSED 12 CM BELOW GROUND.  LOCATED 22.9 METERS (75.1 FT)
 KZ2222'EAST-SOUTHEAST FROM A PK NAIL IN THE TOP OF THE FIRST WOOD
 KZ2222'GUARDRAIL POST FROM THE EAST END, 5.5 METERS (18.2 FT) SOUTHWEST
 KZ2222'FROM THE NORTHWEST CORNER OF A CONCRETE DRAINAGE INLET, 6.9 METERS
 KZ2222'(22.7 FT) WEST FROM THE SOUTHEAST CORNER OF A CONCRETE DRAINAGE
 KZ2222'INLET, 5.9 METERS (19.4 FT) NORTH FROM THE NORTH EDGE OF THE
 KZ2222'CONCRETE PAVING ON THE INTERSTATE 270 EASTBOUND LANE.
 KZ2222
 KZ2222                          STATION RECOVERY (1995)
 KZ2222
 KZ2222'RECOVERY NOTE BY FRANKLIN COUNTY OHIO 1995 (DCR)
 KZ2222'THE STATION IS LOCATED ABOUT 1.29 KM (0.80 MI) SOUTHEAST OF THE
 KZ2222'JUNCTION OF INTERSTATE 270 AND STATE AND U.S.  ROUTE 62, 1.69 KM (1.05
 KZ2222'MI) SOUTHWEST OF THE JUNCTION OF U.S.  ROUTE 62 AND STATE ROUTE 317 IN
 KZ2222'THE TOWN OF GAHANNA.  OWNERSHIP--U.S.  GOVERNMENT.  TO REACH THE
 KZ2222'STATION FROM THE JUNCTION OF INTERSTATE 270 AND U.S.  ROUTE 62 AT THE
 KZ2222'SOUTHWEST CORNER OF GAHANNA, PROCEED EAST FOR 1.1 KM (0.70 MI) ON
 KZ2222'INTERSTATE 270 TO THE GOSHEN LANE OVERPASS.  CONTINUE STRAIGHT AHEAD
 KZ2222'AND GO EASTERLY FOR 0.2 KM (0.10 MI) ON INTERSTATE 270 TO THE STATION
 KZ2222'ON THE LEFT IN THE GRASS MEDIAN NEAR THE EAST END OF A METAL
 KZ2222'GUARDRAIL.  THE STATION IS LOCATED 6.9 M (22.6 FT) WEST OF THE
 KZ2222'SOUTHEAST CORNER OF A CONCRETE DRAINAGE INLET, 5.9 M (19.4 FT) NORTH
 KZ2222'FROM THE NORTH EDGE OF THE CONCRETE PAVING ON THE INTERSTATE 270
 KZ2222'EASTBOUND LANE AND 5.5 M (18.0 FT) SOUTHWEST OF THE NORTHWEST CORNER
 KZ2222'OF A CONCRETE DRAINAGE INLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2223 ***********************************************************************
 KZ2223  DESIGNATION -  FRANK 65 AZ MK
 KZ2223  PID         -  KZ2223
 KZ2223  STATE/COUNTY-  OH/FRANKLIN
 KZ2223  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ2223
 KZ2223                         *CURRENT SURVEY CONTROL
 KZ2223  ___________________________________________________________________
 KZ2223* NAD 83(1995)-  40 00 28.10056(N)    082 52 52.07554(W)     ADJUSTED  
 KZ2223* NAVD 88     -       241.8    (meters)     793.     (feet)  VERTCON   
 KZ2223  ___________________________________________________________________
 KZ2223  X           -     606,295.376 (meters)                     COMP
 KZ2223  Y           -  -4,854,595.663 (meters)                     COMP
 KZ2223  Z           -   4,078,783.042 (meters)                     COMP
 KZ2223  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 KZ2223  ELLIP HEIGHT-         207.77  (meters)          (10/07/05) GPS OBS
 KZ2223  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KZ2223
 KZ2223  HORZ ORDER  -  FIRST
 KZ2223  ELLP ORDER  -  FOURTH    CLASS I
 KZ2223
 KZ2223.The horizontal coordinates were established by GPS observations
 KZ2223.and adjusted by the National Geodetic Survey in April 1998..
 KZ2223
 KZ2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2223
 KZ2223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2223
 KZ2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2223
 KZ2223.The ellipsoidal height was determined by GPS observations
 KZ2223.and is referenced to NAD 83.
 KZ2223
 KZ2223.The geoid height was determined by GEOID03.
 KZ2223
 KZ2223;                    North         East     Units Scale Factor Converg.
 KZ2223;SPC OH S     -   222,968.290   567,457.624   MT  0.99999505   -0 14 30.6
 KZ2223;UTM  17      - 4,430,318.408   339,440.351   MT  0.99991737   -1 12 34.6
 KZ2223
 KZ2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2223!SPC OH S     -   0.99996741  x   0.99999505  =   0.99996246
 KZ2223!UTM  17      -   0.99996741  x   0.99991737  =   0.99988478
 KZ2223
 KZ2223:                Primary Azimuth Mark                     Grid Az
 KZ2223:SPC OH S     -  FRANK 65                                 274 07 09.5
 KZ2223:UTM  17      -  FRANK 65                                 275 05 13.5
 KZ2223
 KZ2223|---------------------------------------------------------------------|
 KZ2223| PID    Reference Object                     Distance      Geod. Az  |
 KZ2223|                                                           dddmmss.s |
 KZ2223| KZ2222 FRANK 65                            APPROX. 0.9 KM 2735238.9 |
 KZ2223|---------------------------------------------------------------------|
 KZ2223
 KZ2223                          SUPERSEDED SURVEY CONTROL
 KZ2223
 KZ2223  ELLIP H (04/01/98)  207.79   (m)                       GP(       ) 4 1
 KZ2223  NAD 83(1986)-  40 00 28.10807(N)    082 52 52.07930(W) AD(       ) 1
 KZ2223  NGVD 29 (09/26/89)  242.0    (m)          794.     (f) GPS OBS        
 KZ2223
 KZ2223.Superseded values are not recommended for survey control.
 KZ2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2223.See file dsdata.txt to determine how the superseded data were derived.
 KZ2223
 KZ2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3944030318(NAD 83)
 KZ2223_MARKER: DD = SURVEY DISK
 KZ2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2223+STABILITY: SURFACE MOTION
 KZ2223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2223+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2223
 KZ2223  HISTORY     - Date     Condition        Report By
 KZ2223  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2223
 KZ2223                          STATION DESCRIPTION
 KZ2223
 KZ2223'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2223'THE STATION IS LOCATED ABOUT 2.17 KM (1.35 MI)
 KZ2223'EAST-SOUTHEAST OF THE JUNCTION OF INTERSTATE 270 AND U.S. ROUTE 62,
 KZ2223'1.37 KM (0.85 MI) SOUTH OF THE JUNCTION OF U.S. ROUTE 62 AND STATE
 KZ2223'ROUTE 317,
 KZ2223'1.05 KM (0.65 MI) WEST OF THE JUNCTION OF INTERSTATE 270 AND STATE
 KZ2223'ROUTE 317, IN THE MEDIAN OF INTERSTATE 270, IN THE TOWN OF GAHANNA.
 KZ2223'OWNERSHIP--U.S. FEDERAL GOVERNMENT.
 KZ2223'
 KZ2223'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 270 AND U.S.
 KZ2223'ROUTE 62 AT THE SOUTHWEST CORNER OF GAHANNA, GO
 KZ2223'EAST FOR 2.1 KM (1.3 MI) ON INTERSTATE 270 TO THE STATION ON THE
 KZ2223'LEFT IN THE GRASS MEDIAN STRIP AT THE EAST SIDE OF A PAVED
 KZ2223'CROSSOVER FOR EMERGENCY AND AUTHORIZED VEHICLES ONLY BETWEEN THE
 KZ2223'EAST AND WESTBOUND LANES AND 42 METERS (140 FT) WEST FROM A SIGN
 KZ2223'FOR EXIT NUMBER 37.
 KZ2223'
 KZ2223'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 65 AZ MK
 KZ2223'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2223'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 1.2 METERS (4.0 FT)
 KZ2223'SOUTH FROM A TRAFFIC SIGN MARKED--EMERGENCY AND AUTHORIZED VEHICLES
 KZ2223'ONLY--, 15.5 METERS (51.0 FT) EAST-SOUTHEAST FROM THE EDGE OF A
 KZ2223'SIGN MARKED--NO U-TURN--, 18.1 METERS (59.5 FT) EAST-SOUTHEAST FROM
 KZ2223'THE NORTHEAST CORNER OF A CONCRETE INLET, 7.6 METERS (25.0 FT)
 KZ2223'EAST-SOUTHEAST FROM THE CENTER OF THE CROSSOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2224 ***********************************************************************
 KZ2224  DESIGNATION -  FRANK 69
 KZ2224  PID         -  KZ2224
 KZ2224  STATE/COUNTY-  OH/FRANKLIN
 KZ2224  USGS QUAD   -  NEW ALBANY (1982)
 KZ2224
 KZ2224                         *CURRENT SURVEY CONTROL
 KZ2224  ___________________________________________________________________
 KZ2224* NAD 83(1995)-  40 03 20.27993(N)    082 52 21.47195(W)     ADJUSTED  
 KZ2224* NAVD 88     -       274.8    (meters)     902.     (feet)  VERTCON   
 KZ2224  ___________________________________________________________________
 KZ2224  X           -     606,594.934 (meters)                     COMP
 KZ2224  Y           -  -4,851,141.072 (meters)                     COMP
 KZ2224  Z           -   4,082,870.535 (meters)                     COMP
 KZ2224  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 KZ2224  ELLIP HEIGHT-         240.61  (meters)          (10/07/05) GPS OBS
 KZ2224  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2224
 KZ2224  HORZ ORDER  -  FIRST
 KZ2224  ELLP ORDER  -  FOURTH    CLASS I
 KZ2224
 KZ2224.The horizontal coordinates were established by GPS observations
 KZ2224.and adjusted by the National Geodetic Survey in April 1998..
 KZ2224
 KZ2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2224
 KZ2224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2224
 KZ2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2224
 KZ2224.The ellipsoidal height was determined by GPS observations
 KZ2224.and is referenced to NAD 83.
 KZ2224
 KZ2224.The geoid height was determined by GEOID03.
 KZ2224
 KZ2224;                    North         East     Units Scale Factor Converg.
 KZ2224;SPC OH S     -   228,275.763   568,205.380   MT  1.00000449   -0 14 11.2
 KZ2224;UTM  17      - 4,435,612.042   340,277.626   MT  0.99991406   -1 12 19.3
 KZ2224
 KZ2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2224!SPC OH S     -   0.99996226  x   1.00000449  =   0.99996675
 KZ2224!UTM  17      -   0.99996226  x   0.99991406  =   0.99987632
 KZ2224
 KZ2224:                Primary Azimuth Mark                     Grid Az
 KZ2224:SPC OH S     -  FRANK 69 AZ MK                           091 57 43.4
 KZ2224:UTM  17      -  FRANK 69 AZ MK                           092 55 51.5
 KZ2224
 KZ2224|---------------------------------------------------------------------|
 KZ2224| PID    Reference Object                     Distance      Geod. Az  |
 KZ2224|                                                           dddmmss.s |
 KZ2224| KZ2225 FRANK 69 AZ MK                      487.881 METERS 0914332.2 |
 KZ2224|---------------------------------------------------------------------|
 KZ2224
 KZ2224                          SUPERSEDED SURVEY CONTROL
 KZ2224
 KZ2224  ELLIP H (04/01/98)  240.56   (m)                       GP(       ) 4 1
 KZ2224  NAD 83(1986)-  40 03 20.28784(N)    082 52 21.47747(W) AD(       ) 1
 KZ2224  NGVD 29 (09/26/89)  275.0    (m)          902.     (f) GPS OBS        
 KZ2224
 KZ2224.Superseded values are not recommended for survey control.
 KZ2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2224.See file dsdata.txt to determine how the superseded data were derived.
 KZ2224
 KZ2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4027835612(NAD 83)
 KZ2224_MARKER: I = METAL ROD
 KZ2224_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2224_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2224_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2224+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2224
 KZ2224  HISTORY     - Date     Condition        Report By
 KZ2224  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2224
 KZ2224                          STATION DESCRIPTION
 KZ2224
 KZ2224'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2224'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 KZ2224'NORTH OF THE CENTER OF THE TOWN OF GAHANNA,
 KZ2224'4.0 KM (2.5 MI) SOUTHWEST OF INTERCHANGE 30 ON INTERSTATE 270,
 KZ2224'2.4 KM (1.5 MI) EAST OF INTERCHANGE 32 ON INTERSTATE 270,
 KZ2224'30 METERS (100 FT) WEST OF THE ENTRANCE TO A COUNTY ENGINEERS
 KZ2224'MAINTENANCE YARD.
 KZ2224'OWNERSHIP--FRANKLIN COUNTY.
 KZ2224'
 KZ2224'TO REACH THE STATION FROM THE INTERSECTION OF MORSE ROAD AND
 KZ2224'INTERSTATE 270 IN COLUMBUS, GO EAST FOR 1.4 KM (0.9 MI) ON MORSE
 KZ2224'ROAD TO CHERRY BOTTOM ROAD.
 KZ2224'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 1.2 KM (0.75 MI) ON MORSE
 KZ2224'ROAD TO THE STATION ON THE RIGHT ABOUT 30 METERS (100 FT) WEST FROM
 KZ2224'THE ENTRANCE TO A FRANKLIN COUNTY ENGINEERS MAINTENANCE YARD.
 KZ2224'
 KZ2224'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2224'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 69 1987---, AND IS
 KZ2224'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2224'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 3.7 METERS (12 FT) AND
 KZ2224'IS RECESSED 9 CM BELOW GROUND.  LOCATED 14.7 METERS (48.3 FT) SOUTH
 KZ2224'FROM THE SOUTH EDGE OF A POLE ON THE WEST SIDE OF THE DRIVE TO HOUSE
 KZ2224'NUMBER 4466, 2.5 METERS (8.1 FT) NORTH FROM A CORNER FENCE POST AT
 KZ2224'THE WEST SIDE OF A MAINTENANCE YARD, 34.5 METERS (113.1 FT)
 KZ2224'WEST-NORTHWEST FROM A COUNTY SURVEY DISK WITH WITNESS POST AT THE
 KZ2224'EAST SIDE OF COUNTY DRIVE, 6.5 METERS (21.3 FT) SOUTH FROM THE
 KZ2224'CENTERLINE OF MORSE ROAD, 0.6 METERS (2 FT) NORTH FROM A FRANKLIN
 KZ2224'COUNTY ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2225 ***********************************************************************
 KZ2225  DESIGNATION -  FRANK 69 AZ MK
 KZ2225  PID         -  KZ2225
 KZ2225  STATE/COUNTY-  OH/FRANKLIN
 KZ2225  USGS QUAD   -  NEW ALBANY (1982)
 KZ2225
 KZ2225                         *CURRENT SURVEY CONTROL
 KZ2225  ___________________________________________________________________
 KZ2225* NAD 83(1995)-  40 03 19.80309(N)    082 52 00.89671(W)     ADJUSTED  
 KZ2225* NAVD 88     -       290.2    (meters)     952.     (feet)  VERTCON   
 KZ2225  ___________________________________________________________________
 KZ2225  X           -     607,081.482 (meters)                     COMP
 KZ2225  Y           -  -4,851,101.650 (meters)                     COMP
 KZ2225  Z           -   4,082,869.207 (meters)                     COMP
 KZ2225  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 KZ2225  ELLIP HEIGHT-         256.04  (meters)          (10/07/05) GPS OBS
 KZ2225  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2225
 KZ2225  HORZ ORDER  -  FIRST
 KZ2225  ELLP ORDER  -  FOURTH    CLASS I
 KZ2225
 KZ2225.The horizontal coordinates were established by GPS observations
 KZ2225.and adjusted by the National Geodetic Survey in April 1998..
 KZ2225
 KZ2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2225
 KZ2225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2225
 KZ2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2225
 KZ2225.The ellipsoidal height was determined by GPS observations
 KZ2225.and is referenced to NAD 83.
 KZ2225
 KZ2225.The geoid height was determined by GEOID03.
 KZ2225
 KZ2225;                    North         East     Units Scale Factor Converg.
 KZ2225;SPC OH S     -   228,259.059   568,692.977   MT  1.00000446   -0 13 58.1
 KZ2225;UTM  17      - 4,435,587.097   340,764.826   MT  0.99991215   -1 12 06.0
 KZ2225
 KZ2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2225!SPC OH S     -   0.99995983  x   1.00000446  =   0.99996429
 KZ2225!UTM  17      -   0.99995983  x   0.99991215  =   0.99987199
 KZ2225
 KZ2225:                Primary Azimuth Mark                     Grid Az
 KZ2225:SPC OH S     -  FRANK 69                                 271 57 43.6
 KZ2225:UTM  17      -  FRANK 69                                 272 55 51.5
 KZ2225
 KZ2225|---------------------------------------------------------------------|
 KZ2225| PID    Reference Object                     Distance      Geod. Az  |
 KZ2225|                                                           dddmmss.s |
 KZ2225| KZ2224 FRANK 69                            487.881 METERS 2714345.5 |
 KZ2225|---------------------------------------------------------------------|
 KZ2225
 KZ2225                          SUPERSEDED SURVEY CONTROL
 KZ2225
 KZ2225  ELLIP H (04/01/98)  256.00   (m)                       GP(       ) 4 1
 KZ2225  NAD 83(1986)-  40 03 19.81107(N)    082 52 00.90226(W) AD(       ) 1
 KZ2225  NGVD 29 (09/26/89)  290.4    (m)          953.     (f) GPS OBS        
 KZ2225
 KZ2225.Superseded values are not recommended for survey control.
 KZ2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2225.See file dsdata.txt to determine how the superseded data were derived.
 KZ2225
 KZ2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4076535587(NAD 83)
 KZ2225_MARKER: DD = SURVEY DISK
 KZ2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2225+STABILITY: SURFACE MOTION
 KZ2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2225+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2225
 KZ2225  HISTORY     - Date     Condition        Report By
 KZ2225  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2225
 KZ2225                          STATION DESCRIPTION
 KZ2225
 KZ2225'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2225'THE STATION IS LOCATED ABOUT 4.26 KM (2.65 MI)
 KZ2225'NORTH OF THE JUNCTION OF U.S. ROUTE 62 AND STATE ROUTE 317 IN
 KZ2225'GAHANNA,
 KZ2225'2.9 KM (1.8 MI) EAST OF THE JUNCTION OF INTERSTATE 270 AND MORSE
 KZ2225'ROAD AT INTERCHANGE 32,
 KZ2225'4.34 KM (2.7 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATE 270 AND
 KZ2225'STATE ROUTE 161 AT INTERCHANGE 30, IN THE CITY LIMIT OF COLUMBUS.
 KZ2225'OWNERSHIP--FRANKLIN COUNTY.
 KZ2225'
 KZ2225'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 270 AND MORSE
 KZ2225'ROAD IN THE NORTHEAST PART OF COLUMBUS, GO EAST FOR
 KZ2225'2.9 KM (1.8 MI) ON MORSE ROAD TO AN ENTRANCE DRIVEWAY ON THE LEFT
 KZ2225'TO A LARGE GROUND LEVEL WATER TANK PAINTED BLUE AND THE STATION ON
 KZ2225'THE LEFT ON THE EAST SIDE OF THE DRIVEWAY, ABOUT 1.5 METERS (4.5
 KZ2225'FT) NORTH FROM THE MORSE ROAD PAVING.
 KZ2225'
 KZ2225'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 69 AZ MK
 KZ2225'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2225'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 5.7 METERS (18.8 FT)
 KZ2225'SOUTH-SOUTHWEST FROM THE SOUTH RIM OF A MANHOLE ON THE EAST SIDE OF
 KZ2225'THE DRIVE TO THE WATER TANK, 1.3 METERS (4.4 FT) WEST-SOUTHWEST FROM
 KZ2225'THE SOUTHWEST EDGE OF A POLE ON THE EAST SIDE OF THE DRIVE TO THE
 KZ2225'WATER TANK, 25.5 METERS (83.8 FT) WEST FROM A CHISELED X ON A
 KZ2225'HYDRANT BOLT, 4.5 METERS (14.6 FT) NORTH-NORTHEAST FROM THE NORTH
 KZ2225'EDGE OF THE MORSE ROAD PAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2226 ***********************************************************************
 KZ2226  DESIGNATION -  FRANK 72
 KZ2226  PID         -  KZ2226
 KZ2226  STATE/COUNTY-  OH/FRANKLIN
 KZ2226  USGS QUAD   -  HILLIARD (1984)
 KZ2226
 KZ2226                         *CURRENT SURVEY CONTROL
 KZ2226  ___________________________________________________________________
 KZ2226* NAD 83(1995)-  40 06 20.72212(N)    083 10 34.08477(W)     ADJUSTED  
 KZ2226* NAVD 88     -       284.2    (meters)     932.     (feet)  VERTCON   
 KZ2226  ___________________________________________________________________
 KZ2226  X           -     580,464.497 (meters)                     COMP
 KZ2226  Y           -  -4,850,735.549 (meters)                     COMP
 KZ2226  Z           -   4,087,135.385 (meters)                     COMP
 KZ2226  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 KZ2226  ELLIP HEIGHT-         250.47  (meters)          (10/07/05) GPS OBS
 KZ2226  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KZ2226
 KZ2226  HORZ ORDER  -  FIRST
 KZ2226  ELLP ORDER  -  FOURTH    CLASS I
 KZ2226
 KZ2226.The horizontal coordinates were established by GPS observations
 KZ2226.and adjusted by the National Geodetic Survey in October 2005..
 KZ2226
 KZ2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2226
 KZ2226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2226
 KZ2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2226
 KZ2226.The ellipsoidal height was determined by GPS observations
 KZ2226.and is referenced to NAD 83.
 KZ2226
 KZ2226.The geoid height was determined by GEOID03.
 KZ2226
 KZ2226;                    North         East     Units Scale Factor Converg.
 KZ2226;SPC OH S     -   233,991.496   542,351.091   MT  1.00001513   -0 25 44.5
 KZ2226;SPC OH N     -    48,984.072   542,347.456   MT  1.00007886   -0 26 39.1
 KZ2226;UTM  17      - 4,441,764.847   314,525.005   MT  1.00002350   -1 24 08.2
 KZ2226
 KZ2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2226!SPC OH S     -   0.99996071  x   1.00001513  =   0.99997584
 KZ2226!SPC OH N     -   0.99996071  x   1.00007886  =   1.00003957
 KZ2226!UTM  17      -   0.99996071  x   1.00002350  =   0.99998421
 KZ2226
 KZ2226|---------------------------------------------------------------------|
 KZ2226| PID    Reference Object                     Distance      Geod. Az  |
 KZ2226|                                                           dddmmss.s |
 KZ2226| KZ2227 FRANK 72 AZ MK                      179.106 METERS 17309     |
 KZ2226|---------------------------------------------------------------------|
 KZ2226
 KZ2226                          SUPERSEDED SURVEY CONTROL
 KZ2226
 KZ2226  NAD 83(1995)-  40 06 20.72383(N)    083 10 34.08308(W) AD(       ) 1
 KZ2226  ELLIP H (04/01/98)  250.25   (m)                       GP(       ) 4 1
 KZ2226  NAD 83(1986)-  40 06 20.72869(N)    083 10 34.09100(W) AD(       ) 1
 KZ2226  NGVD 29 (09/26/89)  284.4    (m)          933.     (f) GPS OBS        
 KZ2226
 KZ2226.Superseded values are not recommended for survey control.
 KZ2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2226.See file dsdata.txt to determine how the superseded data were derived.
 KZ2226
 KZ2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1452541765(NAD 83)
 KZ2226_MARKER: I = METAL ROD
 KZ2226_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2226_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2226_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2226+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2226
 KZ2226  HISTORY     - Date     Condition        Report By
 KZ2226  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2226
 KZ2226                          STATION DESCRIPTION
 KZ2226
 KZ2226'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2226'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 KZ2226'WEST OF DUBLIN,
 KZ2226'3.2 KM (2.0 MI) WEST-NORTHWEST OF INTERSTATE 270,
 KZ2226'1.6 KM (1.0 MI) EAST OF COSGRAY ROAD, ON THE HYLAND-CORY ROAD,
 KZ2226'SOUTH OF THE UNION COUNTY-MADISON COUNTY LINE.
 KZ2226'OWNERSHIP--FRANKLIN COUNTY.
 KZ2226'
 KZ2226'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 161 AND AVERY
 KZ2226'ROAD IN SOUTHWEST DUBLIN, GO NORTH FOR 0.89 KM (0.55 MI) ON AVERY
 KZ2226'ROAD TO POST ROAD.
 KZ2226'TURN LEFT AND GO WEST FOR 1.45 KM (0.9 MI) ON POST ROAD TO THE
 KZ2226'HYLAND-CORY ROAD.
 KZ2226'TURN LEFT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON THE HYLAND-CORY ROAD
 KZ2226'(LIGGETT ROAD) TO THE STATION ON THE RIGHT, ABOUT 8 METERS (25 FT)
 KZ2226'NORTH FROM A SMALL BRIDGE OVER THE SOUTH FORK OF INDIAN RUN CREEK.
 KZ2226'
 KZ2226'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2226'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 72 1987---, AND IS
 KZ2226'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2226'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 5.5 METERS (18 FT) AND IS
 KZ2226'RECESSED 9 CM BELOW GROUND.  LOCATED 8.0 METERS (26.3 FT) NORTHWEST
 KZ2226'FROM A FRANKLIN COUNTY BENCHMARK STAMPED---N-32---, THAT IS SET IN A
 KZ2226'CONCRETE HEADWALL OVER A CREEK ON THE WEST SIDE OF THE ROAD, 11.6
 KZ2226'METERS (38.0 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A
 KZ2226'CONCRETE HEADWALL ON THE EAST SIDE OF THE ROAD, 4.0 METERS (13.0 FT)
 KZ2226'WEST FROM THE WEST EDGE OF THE LIGGETT ROAD PAVING, 0.6 METERS
 KZ2226'(2 FT) NORTH FROM A FRANKLIN COUNTY ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2227 ***********************************************************************
 KZ2227  DESIGNATION -  FRANK 72 AZ MK
 KZ2227  PID         -  KZ2227
 KZ2227  STATE/COUNTY-  OH/FRANKLIN
 KZ2227  USGS QUAD   -  HILLIARD (1984)
 KZ2227
 KZ2227                         *CURRENT SURVEY CONTROL
 KZ2227  ___________________________________________________________________
 KZ2227* NAD 83(1995)-  40 06 14.95659(N)    083 10 33.18337(W)     ADJUSTED  
 KZ2227* NAVD 88     -       285.8    (meters)     938.     (feet)  VERTCON   
 KZ2227  ___________________________________________________________________
 KZ2227  X           -     580,499.449 (meters)                     COMP
 KZ2227  Y           -  -4,850,847.946 (meters)                     COMP
 KZ2227  Z           -   4,087,000.370 (meters)                     COMP
 KZ2227  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 KZ2227  ELLIP HEIGHT-         252.03  (meters)          (10/07/05) GPS OBS
 KZ2227  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KZ2227
 KZ2227  HORZ ORDER  -  FIRST
 KZ2227  ELLP ORDER  -  FOURTH    CLASS I
 KZ2227
 KZ2227.The horizontal coordinates were established by GPS observations
 KZ2227.and adjusted by the National Geodetic Survey in April 1998..
 KZ2227
 KZ2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2227
 KZ2227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2227
 KZ2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2227
 KZ2227.The ellipsoidal height was determined by GPS observations
 KZ2227.and is referenced to NAD 83.
 KZ2227
 KZ2227.The geoid height was determined by GEOID03.
 KZ2227
 KZ2227;                    North         East     Units Scale Factor Converg.
 KZ2227;SPC OH S     -   233,813.509   542,371.108   MT  1.00001478   -0 25 43.9
 KZ2227;SPC OH N     -    48,806.068   542,367.427   MT  1.00007932   -0 26 38.5
 KZ2227;UTM  17      - 4,441,586.544   314,541.997   MT  1.00002343   -1 24 07.4
 KZ2227
 KZ2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2227!SPC OH S     -   0.99996046  x   1.00001478  =   0.99997524
 KZ2227!SPC OH N     -   0.99996046  x   1.00007932  =   1.00003978
 KZ2227!UTM  17      -   0.99996046  x   1.00002343  =   0.99998389
 KZ2227
 KZ2227|---------------------------------------------------------------------|
 KZ2227| PID    Reference Object                     Distance      Geod. Az  |
 KZ2227|                                                           dddmmss.s |
 KZ2227| KZ2226 FRANK 72                            179.106 METERS 35309     |
 KZ2227|---------------------------------------------------------------------|
 KZ2227
 KZ2227                          SUPERSEDED SURVEY CONTROL
 KZ2227
 KZ2227  ELLIP H (04/01/98)  251.95   (m)                       GP(       ) 4 1
 KZ2227  NAD 83(1986)-  40 06 14.96325(N)    083 10 33.19053(W) AD(       ) 1
 KZ2227  NGVD 29 (09/26/89)  286.0    (m)          938.     (f) GPS OBS        
 KZ2227
 KZ2227.Superseded values are not recommended for survey control.
 KZ2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2227.See file dsdata.txt to determine how the superseded data were derived.
 KZ2227
 KZ2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1454241587(NAD 83)
 KZ2227_MARKER: DD = SURVEY DISK
 KZ2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2227_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2227+STABILITY: SURFACE MOTION
 KZ2227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2227+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2227
 KZ2227  HISTORY     - Date     Condition        Report By
 KZ2227  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2227
 KZ2227                          STATION DESCRIPTION
 KZ2227
 KZ2227'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2227'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 KZ2227'WEST OF DUBLIN,
 KZ2227'3.2 KM (2.0 MI) WEST OF INTERSTATE 270,
 KZ2227'1.6 KM (1.0 MI) EAST OF COSGRAY ROAD ON THE HYLAND-CORY ROAD SOUTH
 KZ2227'OF POST ROAD.
 KZ2227'OWNERSHIP--FRANKLIN COUNTY.
 KZ2227'
 KZ2227'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 161 AND AVERY
 KZ2227'ROAD IN SOUTHWEST DUBLIN, GO NORTH FOR 0.88 KM (0.55 MI) ON AVERY
 KZ2227'ROAD TO POST ROAD.
 KZ2227'TURN LEFT AND GO WEST FOR 1.3 KM (0.8 MI) ON POST ROAD TO THE
 KZ2227'HYLAND-CROY ROAD (LIGGETT ROAD) ON THE LEFT.
 KZ2227'TURN LEFT AND GO SOUTH FOR 0.6 KM (0.35 MI) ON LIGGETT ROAD TO THE
 KZ2227'STATION AT THE END OF THE ROAD PAVING ON THE NORTH SIDE OF A METAL
 KZ2227'GUARDRAIL.
 KZ2227'
 KZ2227'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 72 AZ MK
 KZ2227'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2227'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 5.2 METERS (17.2 FT)
 KZ2227'EAST FROM THE CENTER OF A GUARDRAIL POST AT THE WEST END OF THE
 KZ2227'GUARDRAIL, 7.0 METERS (23.1 FT) SOUTHWEST FROM THE CENTER OF POWER
 KZ2227'POLE NUMBER 6594, 10.0 METERS (32.9 FT) NORTHWEST FROM THE EDGE OF
 KZ2227'AN 18 INCH DIAMETER TREE, 0.3 METERS (1.1 FT) NORTH FROM THE NORTH
 KZ2227'EDGE OF A GUARDRAIL AT THE SOUTH END OF LIGGETT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2228 ***********************************************************************
 KZ2228  DESIGNATION -  FRANK 73
 KZ2228  PID         -  KZ2228
 KZ2228  STATE/COUNTY-  OH/FRANKLIN
 KZ2228  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ2228
 KZ2228                         *CURRENT SURVEY CONTROL
 KZ2228  ___________________________________________________________________
 KZ2228* NAD 83(1995)-  40 05 59.07928(N)    083 06 36.35573(W)     ADJUSTED  
 KZ2228* NAVD 88     -       244.4    (meters)     802.     (feet)  VERTCON   
 KZ2228  ___________________________________________________________________
 KZ2228  X           -     586,102.726 (meters)                     COMP
 KZ2228  Y           -  -4,850,460.016 (meters)                     COMP
 KZ2228  Z           -   4,086,599.140 (meters)                     COMP
 KZ2228  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 KZ2228  ELLIP HEIGHT-         210.68  (meters)          (10/07/05) GPS OBS
 KZ2228  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KZ2228
 KZ2228  HORZ ORDER  -  FIRST
 KZ2228  ELLP ORDER  -  FOURTH    CLASS I
 KZ2228
 KZ2228.The horizontal coordinates were established by GPS observations
 KZ2228.and adjusted by the National Geodetic Survey in October 2005..
 KZ2228
 KZ2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2228
 KZ2228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2228
 KZ2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2228
 KZ2228.The ellipsoidal height was determined by GPS observations
 KZ2228.and is referenced to NAD 83.
 KZ2228
 KZ2228.The geoid height was determined by GEOID03.
 KZ2228
 KZ2228;                    North         East     Units Scale Factor Converg.
 KZ2228;SPC OH S     -   233,283.860   547,976.869   MT  1.00001381   -0 23 13.6
 KZ2228;UTM  17      - 4,440,961.800   320,137.938   MT  0.99999826   -1 21 34.3
 KZ2228
 KZ2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2228!SPC OH S     -   0.99996695  x   1.00001381  =   0.99998076
 KZ2228!UTM  17      -   0.99996695  x   0.99999826  =   0.99996521
 KZ2228
 KZ2228:                Primary Azimuth Mark                     Grid Az
 KZ2228:SPC OH S     -  FRANK 73 AZ MK                           095 50 29.8
 KZ2228:UTM  17      -  FRANK 73 AZ MK                           096 48 50.5
 KZ2228
 KZ2228|---------------------------------------------------------------------|
 KZ2228| PID    Reference Object                     Distance      Geod. Az  |
 KZ2228|                                                           dddmmss.s |
 KZ2228| KZ2229 FRANK 73 AZ MK                      APPROX. 0.5 KM 0952716.2 |
 KZ2228|---------------------------------------------------------------------|
 KZ2228
 KZ2228                          SUPERSEDED SURVEY CONTROL
 KZ2228
 KZ2228  NAD 83(1995)-  40 05 59.08092(N)    083 06 36.35328(W) AD(       ) 1
 KZ2228  ELLIP H (04/01/98)  210.41   (m)                       GP(       ) 4 1
 KZ2228  NAD 83(1986)-  40 05 59.08618(N)    083 06 36.36143(W) AD(       ) 1
 KZ2228  NGVD 29 (09/26/89)  244.6    (m)          802.     (f) GPS OBS        
 KZ2228
 KZ2228.Superseded values are not recommended for survey control.
 KZ2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2228.See file dsdata.txt to determine how the superseded data were derived.
 KZ2228
 KZ2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2013840962(NAD 83)
 KZ2228_MARKER: I = METAL ROD
 KZ2228_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2228_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2228_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2228+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2228
 KZ2228  HISTORY     - Date     Condition        Report By
 KZ2228  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2228
 KZ2228                          STATION DESCRIPTION
 KZ2228
 KZ2228'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2228'THE STATION IS LOCATED ABOUT 0.16 KM (0.1 MI)
 KZ2228'EAST OF DUBLIN, AT THE INTERSECTION OF HIGHWAYS 161 AND 257,
 KZ2228'0.96 KM (0.6 MI) SOUTH OF INTERSTATE 270,
 KZ2228'1.6 KM (1.0 MI) WEST OF SAWMILL ROAD ON THE EAST SIDE OF THE SCIOTO
 KZ2228'RIVER.
 KZ2228'OWNERSHIP--STATE OF OHIO.
 KZ2228'
 KZ2228'TO REACH THE STATION FROM THE POST OFFICE IN DUBLIN, GO
 KZ2228'SOUTH FOR 0.16 KM (0.1 MI) ON SHAWAN FALLS DRIVE TO THE
 KZ2228'INTERSECTION OF HIGHWAY 161.
 KZ2228'TURN LEFT AND GO EAST FOR 0.72 KM (0.45 MI) ON HIGHWAY 161 TO THE
 KZ2228'SCIOTO RIVER.
 KZ2228'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.24 KM (0.15 MI) ON
 KZ2228'HIGHWAY 161 TO THE INTERSECTION OF HIGHWAY 257 AND THE STATION ON
 KZ2228'THE LEFT IN A TRIANGULAR SHAPED GRASS MEDIAN IN THE NORTHWEST
 KZ2228'QUADRANT OF THE INTERSECTION.
 KZ2228'
 KZ2228'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2228'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 73 1987---, AND IS
 KZ2228'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2228'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 4.9 METERS (16 FT) AND IS
 KZ2228'RECESSED 10 CM BELOW GROUND.  LOCATED 18.3 METERS (59.9 FT)
 KZ2228'SOUTH-SOUTHEAST FROM THE NORTH CORNER OF THE TRIANGULAR GRASS STRIP
 KZ2228'IN THE NORTHWEST CORNER OF THE INTERSECTION, 6.2 METERS (20.2 FT)
 KZ2228'EAST-NORTHEAST FROM THE SOUTHWEST CORNER OF THE GRASS STRIP, 8.7
 KZ2228'METERS (28.4 FT) WEST-NORTHWEST FROM THE SOUTHEAST CORNER OF THE
 KZ2228'GRASS STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2229 ***********************************************************************
 KZ2229  DESIGNATION -  FRANK 73 AZ MK
 KZ2229  PID         -  KZ2229
 KZ2229  STATE/COUNTY-  OH/FRANKLIN
 KZ2229  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ2229
 KZ2229                         *CURRENT SURVEY CONTROL
 KZ2229  ___________________________________________________________________
 KZ2229* NAD 83(1995)-  40 05 57.45371(N)    083 06 14.19571(W)     ADJUSTED  
 KZ2229* NAVD 88     -       261.0    (meters)     856.     (feet)  VERTCON   
 KZ2229  ___________________________________________________________________
 KZ2229  X           -     586,629.232 (meters)                     COMP
 KZ2229  Y           -  -4,850,441.680 (meters)                     COMP
 KZ2229  Z           -   4,086,571.473 (meters)                     COMP
 KZ2229  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 KZ2229  ELLIP HEIGHT-         227.27  (meters)          (10/07/05) GPS OBS
 KZ2229  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KZ2229
 KZ2229  HORZ ORDER  -  FIRST
 KZ2229  ELLP ORDER  -  FOURTH    CLASS I
 KZ2229
 KZ2229.The horizontal coordinates were established by GPS observations
 KZ2229.and adjusted by the National Geodetic Survey in October 2005..
 KZ2229
 KZ2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2229
 KZ2229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2229
 KZ2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2229
 KZ2229.The ellipsoidal height was determined by GPS observations
 KZ2229.and is referenced to NAD 83.
 KZ2229
 KZ2229.The geoid height was determined by GEOID03.
 KZ2229
 KZ2229;                    North         East     Units Scale Factor Converg.
 KZ2229;SPC OH S     -   233,230.193   548,501.411   MT  1.00001372   -0 22 59.6
 KZ2229;UTM  17      - 4,440,899.241   320,661.484   MT  0.99999594   -1 21 19.9
 KZ2229
 KZ2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2229!SPC OH S     -   0.99996435  x   1.00001372  =   0.99997807
 KZ2229!UTM  17      -   0.99996435  x   0.99999594  =   0.99996029
 KZ2229
 KZ2229:                Primary Azimuth Mark                     Grid Az
 KZ2229:SPC OH S     -  FRANK 73                                 275 50 30.1
 KZ2229:UTM  17      -  FRANK 73                                 276 48 50.4
 KZ2229
 KZ2229|---------------------------------------------------------------------|
 KZ2229| PID    Reference Object                     Distance      Geod. Az  |
 KZ2229|                                                           dddmmss.s |
 KZ2229| KZ2228 FRANK 73                            APPROX. 0.5 KM 2752730.5 |
 KZ2229|---------------------------------------------------------------------|
 KZ2229
 KZ2229                          SUPERSEDED SURVEY CONTROL
 KZ2229
 KZ2229  NAD 83(1995)-  40 05 57.45525(N)    083 06 14.19319(W) AD(       ) 1
 KZ2229  ELLIP H (04/01/98)  226.98   (m)                       GP(       ) 4 1
 KZ2229  NAD 83(1986)-  40 05 57.46062(N)    083 06 14.20142(W) AD(       ) 1
 KZ2229  NGVD 29 (09/26/89)  261.2    (m)          857.     (f) GPS OBS        
 KZ2229
 KZ2229.Superseded values are not recommended for survey control.
 KZ2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2229.See file dsdata.txt to determine how the superseded data were derived.
 KZ2229
 KZ2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2066140899(NAD 83)
 KZ2229_MARKER: DD = SURVEY DISK
 KZ2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2229_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2229+STABILITY: SURFACE MOTION
 KZ2229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2229+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2229
 KZ2229  HISTORY     - Date     Condition        Report By
 KZ2229  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2229
 KZ2229                          STATION DESCRIPTION
 KZ2229
 KZ2229'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2229'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI)
 KZ2229'EAST OF DUBLIN, ON HIGHWAY 161,
 KZ2229'0.6 KM (0.4 MI) EAST OF HIGHWAY 257,
 KZ2229'1.0 KM (0.6 MI) SOUTH OF INTERSTATE 270,
 KZ2229'1.1 KM (0.7 MI) WEST OF SAWMILL ROAD.
 KZ2229'OWNERSHIP--STATE OF OHIO.
 KZ2229'
 KZ2229'TO REACH THE STATION FROM THE POST OFFICE IN DUBLIN, GO
 KZ2229'SOUTH FOR 0.2 KM (0.1 MI) ON SHAWAN FALLS DRIVE TO THE INTERSECTION
 KZ2229'OF HIGHWAY 161.
 KZ2229'TURN LEFT AND GO EAST FOR 0.7 KM (0.45 MI) ON HIGHWAY 161 TO THE
 KZ2229'SCIOTO RIVER.
 KZ2229'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.2 KM (0.15 MI) ON HIGHWAY
 KZ2229'161 TO THE INTERSECTION OF HIGHWAY 257.
 KZ2229'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.5 KM (0.3 MI) ON HIGHWAY
 KZ2229'161 TO THE STATION ON THE RIGHT, JUST WEST OF THE ENTRANCE TO
 KZ2229'NURSERY ON THE SOUTH SIDE OF HIGHWAY 161.
 KZ2229'
 KZ2229'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 73 AZ MK
 KZ2229'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2229'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 3.1 METERS (10.2 FT)
 KZ2229'SOUTHEAST FROM THE SOUTH EDGE OF A POWER POLE ON THE WEST SIDE OF A
 KZ2229'DRIVEWAY, 21.7 METERS (71.2 FT) WEST FROM THE CENTER OF A FIRE
 KZ2229'HYDRANT, 12.1 METERS (39.7 FT) NORTHWEST FROM A SIX INCH DIAMETER
 KZ2229'MAPLE TREE ON THE EAST SIDE OF THE DRIVEWAY, 5.4 METERS (17.8 FT)
 KZ2229'NORTH-NORTHWEST FROM THE CENTERLINE OF THE DRIVEWAY TO FRANKS
 KZ2229'NURSERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2230 ***********************************************************************
 KZ2230  DESIGNATION -  FRANK 74
 KZ2230  PID         -  KZ2230
 KZ2230  STATE/COUNTY-  OH/FRANKLIN
 KZ2230  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ2230
 KZ2230                         *CURRENT SURVEY CONTROL
 KZ2230  ___________________________________________________________________
 KZ2230* NAD 83(1995)-  40 05 26.53027(N)    083 04 05.28382(W)     ADJUSTED  
 KZ2230* NAVD 88     -       269.8    (meters)     885.     (feet)  GPS OBS   
 KZ2230  ___________________________________________________________________
 KZ2230  X           -     589,735.547 (meters)                     COMP
 KZ2230  Y           -  -4,850,690.896 (meters)                     COMP
 KZ2230  Z           -   4,085,847.734 (meters)                     COMP
 KZ2230  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 KZ2230  ELLIP HEIGHT-         236.45  (meters)          (10/07/05) GPS OBS
 KZ2230  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KZ2230
 KZ2230  HORZ ORDER  -  FIRST
 KZ2230  ELLP ORDER  -  THIRD     CLASS I
 KZ2230
 KZ2230.The horizontal coordinates were established by GPS observations
 KZ2230.and adjusted by the National Geodetic Survey in October 2005..
 KZ2230
 KZ2230.The orthometric height was determined by GPS observations and a
 KZ2230.high-resolution geoid model.
 KZ2230
 KZ2230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2230
 KZ2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2230
 KZ2230.The ellipsoidal height was determined by GPS observations
 KZ2230.and is referenced to NAD 83.
 KZ2230
 KZ2230.The geoid height was determined by GEOID03.
 KZ2230
 KZ2230;                    North         East     Units Scale Factor Converg.
 KZ2230;SPC OH S     -   232,256.597   551,548.810   MT  1.00001185   -0 21 37.8
 KZ2230;UTM  17      - 4,439,874.112   323,691.858   MT  0.99998267   -1 19 56.0
 KZ2230
 KZ2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2230!SPC OH S     -   0.99996291  x   1.00001185  =   0.99997476
 KZ2230!UTM  17      -   0.99996291  x   0.99998267  =   0.99994558
 KZ2230
 KZ2230:                Primary Azimuth Mark                     Grid Az
 KZ2230:SPC OH S     -  FRANK 74 AZ MK                           282 28 28.9
 KZ2230:UTM  17      -  FRANK 74 AZ MK                           283 26 47.1
 KZ2230
 KZ2230|---------------------------------------------------------------------|
 KZ2230| PID    Reference Object                     Distance      Geod. Az  |
 KZ2230|                                                           dddmmss.s |
 KZ2230| KZ2231 FRANK 74 AZ MK                      424.806 METERS 2820651.1 |
 KZ2230|---------------------------------------------------------------------|
 KZ2230
 KZ2230                          SUPERSEDED SURVEY CONTROL
 KZ2230
 KZ2230  NAD 83(1995)-  40 05 26.53086(N)    083 04 05.28055(W) AD(       ) 1
 KZ2230  ELLIP H (08/20/96)  236.06   (m)                       GP(       ) 3 1
 KZ2230  NAD 83(1986)-  40 05 26.53704(N)    083 04 05.29009(W) AD(       ) 1
 KZ2230  NGVD 29 (09/26/89)  270.5    (m)          887.     (f) GPS OBS        
 KZ2230
 KZ2230.Superseded values are not recommended for survey control.
 KZ2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2230.See file dsdata.txt to determine how the superseded data were derived.
 KZ2230
 KZ2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2369239874(NAD 83)
 KZ2230_MARKER: I = METAL ROD
 KZ2230_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KZ2230_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2230_STAMPING: FRANK 74 1987
 KZ2230_MARK LOGO: FCE   
 KZ2230_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ2230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2230+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1995
 KZ2230
 KZ2230  HISTORY     - Date     Condition        Report By
 KZ2230  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2230  HISTORY     - 19951010 GOOD             OH-049
 KZ2230
 KZ2230                          STATION DESCRIPTION
 KZ2230
 KZ2230'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2230'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 KZ2230'WEST OF LINWORTH, ON HIGHWAY 161 AT THE ENTRANCE TO THE OHIO
 KZ2230'NATIONAL GUARD ARMORY,
 KZ2230'2.3 KM (1.4 MI) SOUTH OF INTERSTATE 270,
 KZ2230'1.9 KM (1.2 MI) EAST OF THE INTERSECTION OF SAWMILL ROAD AND ROUTE
 KZ2230'161.
 KZ2230'OWNERSHIP--STATE OF OHIO.
 KZ2230'
 KZ2230'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 161 AND
 KZ2230'LINWORTH ROAD IN LINWORTH, GO WEST FOR 1.6 KM (1.0 MI) ON HIGHWAY
 KZ2230'161 TO THE OHIO NATIONAL GUARD ARMORY AND THE STATION ON THE LEFT,
 KZ2230'JUST EAST OF THE ENTRANCE TO THE OHIO NATIONAL GUARD ARMORY.
 KZ2230'
 KZ2230'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2230'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 74 1987---, AND IS
 KZ2230'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2230'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 4.9 METERS (16 FT) AND IS
 KZ2230'RECESSED 8 CM BELOW GROUND.  LOCATED 1.4 METERS (4.7 FT) NORTHEAST
 KZ2230'FROM A POWER POLE AT THE EAST EDGE OF THE ENTRANCE DRIVE TO THE
 KZ2230'ARMORY, 10.9 METERS (35.7 FT) WEST-NORTHWEST FROM THE NORTH STEEL
 KZ2230'POST OF THE ARMORY ENTRANCE SIGN, 1.7 METERS (5.7 FT) EAST FROM THE
 KZ2230'BACK OF A CURB ON THE EAST SIDE OF THE ENTRANCE DRIVEWAY.
 KZ2230
 KZ2230                          STATION RECOVERY (1995)
 KZ2230
 KZ2230'RECOVERY NOTE BY FRANKLIN COUNTY OHIO 1995 (DCR)
 KZ2230'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF LINWORTH, ON
 KZ2230'HIGHWAY 161 AT THE ENTRANCE TO THE OHIO NATIONAL GUARD, 2.3 KM (1.40
 KZ2230'MI) SOUTH OF INTERSTATE 270 AND 1.9 KM (1.20 MI) EAST OF THE
 KZ2230'INTERSECTION OF SAWMILL ROAD AND ROUTE 161.  OWNERSHIP----STATE OF
 KZ2230'OHIO.  TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 161 AND
 KZ2230'LINWORTH ROAD IN LINWORTH, GO WEST FOR 1.6 KM (1.00 MI) ON HIGHWAY 161
 KZ2230'TO THE OHIO NATIONAL GUARD ARMORY AND THE STATION ON THE LEFT. THE
 KZ2230'STATION IS LOCATED 10.9 M (35.8 FT) WEST-NORTHWEST FROM THE NORTH
 KZ2230'STEEL POST OF THE ARMORY ENTRANCE SIGN, 1.7 M (5.6 FT) EAST FROM THE
 KZ2230'BACK OF A CURB ON THE EAST SIDE OF THE ENTRANCE DRIVEWAY AND 1.4 M
 KZ2230'(4.6 FT) NORTHEAST FROM A POWER POLE AT THE EAST EDGE OF THE ENTRANCE
 KZ2230'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2231 ***********************************************************************
 KZ2231  DESIGNATION -  FRANK 74 AZ MK
 KZ2231  PID         -  KZ2231
 KZ2231  STATE/COUNTY-  OH/FRANKLIN
 KZ2231  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ2231
 KZ2231                         *CURRENT SURVEY CONTROL
 KZ2231  ___________________________________________________________________
 KZ2231* NAD 83(1995)-  40 05 29.42031(N)    083 04 22.81724(W)     ADJUSTED  
 KZ2231* NAVD 88     -       272.4    (meters)     894.     (feet)  VERTCON   
 KZ2231  ___________________________________________________________________
 KZ2231  X           -     589,316.496 (meters)                     COMP
 KZ2231  Y           -  -4,850,685.705 (meters)                     COMP
 KZ2231  Z           -   4,085,917.359 (meters)                     COMP
 KZ2231  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 KZ2231  ELLIP HEIGHT-         238.67  (meters)          (10/07/05) GPS OBS
 KZ2231  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KZ2231
 KZ2231  HORZ ORDER  -  FIRST
 KZ2231  ELLP ORDER  -  FOURTH    CLASS I
 KZ2231
 KZ2231.The horizontal coordinates were established by GPS observations
 KZ2231.and adjusted by the National Geodetic Survey in October 2005..
 KZ2231
 KZ2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2231
 KZ2231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2231
 KZ2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2231
 KZ2231.The ellipsoidal height was determined by GPS observations
 KZ2231.and is referenced to NAD 83.
 KZ2231
 KZ2231.The geoid height was determined by GEOID03.
 KZ2231
 KZ2231;                    North         East     Units Scale Factor Converg.
 KZ2231;SPC OH S     -   232,348.360   551,134.028   MT  1.00001203   -0 21 48.9
 KZ2231;UTM  17      - 4,439,972.893   323,278.703   MT  0.99998447   -1 20 07.4
 KZ2231
 KZ2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2231!SPC OH S     -   0.99996256  x   1.00001203  =   0.99997459
 KZ2231!UTM  17      -   0.99996256  x   0.99998447  =   0.99994703
 KZ2231
 KZ2231:                Primary Azimuth Mark                     Grid Az
 KZ2231:SPC OH S     -  FRANK 74                                 102 28 28.7
 KZ2231:UTM  17      -  FRANK 74                                 103 26 47.2
 KZ2231
 KZ2231|---------------------------------------------------------------------|
 KZ2231| PID    Reference Object                     Distance      Geod. Az  |
 KZ2231|                                                           dddmmss.s |
 KZ2231| KZ2230 FRANK 74                            424.806 METERS 1020639.8 |
 KZ2231|---------------------------------------------------------------------|
 KZ2231
 KZ2231                          SUPERSEDED SURVEY CONTROL
 KZ2231
 KZ2231  NAD 83(1995)-  40 05 29.42167(N)    083 04 22.81455(W) AD(       ) 1
 KZ2231  ELLIP H (04/01/98)  238.36   (m)                       GP(       ) 4 1
 KZ2231  NAD 83(1986)-  40 05 29.42723(N)    083 04 22.82295(W) AD(       ) 1
 KZ2231  NGVD 29 (09/26/89)  272.6    (m)          894.     (f) GPS OBS        
 KZ2231
 KZ2231.Superseded values are not recommended for survey control.
 KZ2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2231.See file dsdata.txt to determine how the superseded data were derived.
 KZ2231
 KZ2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2327939973(NAD 83)
 KZ2231_MARKER: DD = SURVEY DISK
 KZ2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2231_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2231+STABILITY: SURFACE MOTION
 KZ2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2231+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2231
 KZ2231  HISTORY     - Date     Condition        Report By
 KZ2231  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2231
 KZ2231                          STATION DESCRIPTION
 KZ2231
 KZ2231'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2231'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 KZ2231'WEST OF LINWORTH, ON HIGHWAY 161,
 KZ2231'2.3 KM (1.4 MI) SOUTH OF INTERSTATE 270,
 KZ2231'1.6 KM (1.0 MI) EAST OF SAWMILL ROAD.
 KZ2231'OWNERSHIP--STATE OF OHIO.
 KZ2231'
 KZ2231'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 161 AND
 KZ2231'LINWORTH ROAD IN LINWORTH, GO WEST FOR 1.6 KM (1.0 MI) ON HIGHWAY
 KZ2231'161 TO THE OHIO NATIONAL GUARD ARMORY ON THE LEFT.
 KZ2231'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.5 KM (0.3 MI) ON HIGHWAY
 KZ2231'161 TO DANBURY PLACE DRIVE AND THE STATION ON THE RIGHT, JUST WEST
 KZ2231'OF DANBURY PLACE DRIVE IN THE NORTHWEST QUADRANT OF THE
 KZ2231'INTERSECTION.
 KZ2231'
 KZ2231'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 74 AZ MK
 KZ2231'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2231'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 3.5 METERS (11.4 FT)
 KZ2231'NORTH FROM THE NORTH EDGE OF THE HIGHWAY 161 PAVING, 11.9 METERS
 KZ2231'(39.0 FT) EAST FROM THE CENTER OF A FIRE HYDRANT, 5.9 METERS (19.3
 KZ2231'FT) EAST FROM A LIGHT POLE NUMBER 176B3, 1.9 METERS (6.2 FT)
 KZ2231'NORTHWEST FROM A POLE AT THE NORTHWEST CORNER OF THE INTERSECTION,
 KZ2231'0.6 METERS (2 FT) SOUTH FROM A FRANKLIN COUNTY ENGINEER WITNESS
 KZ2231'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2232 ***********************************************************************
 KZ2232  DESIGNATION -  FRANK 75
 KZ2232  PID         -  KZ2232
 KZ2232  STATE/COUNTY-  OH/FRANKLIN
 KZ2232  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ2232
 KZ2232                         *CURRENT SURVEY CONTROL
 KZ2232  ___________________________________________________________________
 KZ2232* NAD 83(1995)-  40 05 16.96939(N)    082 59 55.70631(W)     ADJUSTED  
 KZ2232* NAVD 88     -       277.4    (meters)     910.     (feet)  VERTCON   
 KZ2232  ___________________________________________________________________
 KZ2232  X           -     595,628.179 (meters)                     COMP
 KZ2232  Y           -  -4,850,167.553 (meters)                     COMP
 KZ2232  Z           -   4,085,626.604 (meters)                     COMP
 KZ2232  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 KZ2232  ELLIP HEIGHT-         243.41  (meters)          (10/07/05) GPS OBS
 KZ2232  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ2232
 KZ2232  HORZ ORDER  -  FIRST
 KZ2232  ELLP ORDER  -  FOURTH    CLASS I
 KZ2232
 KZ2232.The horizontal coordinates were established by GPS observations
 KZ2232.and adjusted by the National Geodetic Survey in April 1998..
 KZ2232
 KZ2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2232
 KZ2232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2232
 KZ2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2232
 KZ2232.The ellipsoidal height was determined by GPS observations
 KZ2232.and is referenced to NAD 83.
 KZ2232
 KZ2232.The geoid height was determined by GEOID03.
 KZ2232
 KZ2232;                    North         East     Units Scale Factor Converg.
 KZ2232;SPC OH S     -   231,926.779   557,459.415   MT  1.00001128   -0 18 59.4
 KZ2232;SPC OH N     -    46,915.739   557,456.335   MT  1.00008404   -0 19 39.7
 KZ2232;UTM  17      - 4,439,444.160   329,595.776   MT  0.99995747   -1 17 14.9
 KZ2232
 KZ2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2232!SPC OH S     -   0.99996182  x   1.00001128  =   0.99997310
 KZ2232!SPC OH N     -   0.99996182  x   1.00008404  =   1.00004585
 KZ2232!UTM  17      -   0.99996182  x   0.99995747  =   0.99991929
 KZ2232
 KZ2232:                Primary Azimuth Mark                     Grid Az
 KZ2232:SPC OH S     -  FRANK 75 AZ MK                           096 45 09.8
 KZ2232:SPC OH N     -  FRANK 75 AZ MK                           096 45 50.1
 KZ2232:UTM  17      -  FRANK 75 AZ MK                           097 43 25.3
 KZ2232
 KZ2232|---------------------------------------------------------------------|
 KZ2232| PID    Reference Object                     Distance      Geod. Az  |
 KZ2232|                                                           dddmmss.s |
 KZ2232| KZ2233 FRANK 75 AZ MK                      481.410 METERS 0962610.4 |
 KZ2232|---------------------------------------------------------------------|
 KZ2232
 KZ2232                          SUPERSEDED SURVEY CONTROL
 KZ2232
 KZ2232  ELLIP H (04/01/98)  243.25   (m)                       GP(       ) 4 1
 KZ2232  NAD 83(1986)-  40 05 16.97588(N)    082 59 55.71329(W) AD(       ) 1
 KZ2232  NGVD 29 (09/26/89)  277.5    (m)          910.     (f) GPS OBS        
 KZ2232
 KZ2232.Superseded values are not recommended for survey control.
 KZ2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2232.See file dsdata.txt to determine how the superseded data were derived.
 KZ2232
 KZ2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2959639444(NAD 83)
 KZ2232_MARKER: I = METAL ROD
 KZ2232_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2232_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2232_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2232+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2232
 KZ2232  HISTORY     - Date     Condition        Report By
 KZ2232  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2232
 KZ2232                          STATION DESCRIPTION
 KZ2232
 KZ2232'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2232'THE STATION IS LOCATED ABOUT 3.1 KM (1.9 MI)
 KZ2232'SOUTHWEST OF THE INTERSECTION OF INTERSTATES 270 AND 71,
 KZ2232'1.0 KM (0.6 MI) WEST OF THE INTERSECTION OF INTERSTATE 270 AND
 KZ2232'ROUTE 161 AT INTERCHANGE 117,
 KZ2232'2.9 KM (1.8 MI) SOUTHEAST OF THE INTERSECTION OF INTERSTATE 270 AND
 KZ2232'ROUTE 23, IN THE GRASS MEDIAN STRIP OF ROUTE 161 0.1 KM (0.05 MI)
 KZ2232'WEST OF SINCLAIR ROAD.
 KZ2232'OWNERSHIP--STATE OF OHIO.
 KZ2232'
 KZ2232'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 71 AND
 KZ2232'ROUTE 161 AT INTERCHANGE 117 IN COLUMBUS, GO
 KZ2232'WEST FOR 0.9 KM (0.55 MI) ON ROUTE 161 (THE DUBLIN-GRANVILLE ROAD)
 KZ2232'TO SINCLAIR ROAD.
 KZ2232'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.1 KM (0.05 MI) ON ROUTE
 KZ2232'161 TO THE STATION ON THE LEFT AT THE WEST END OF THE MEDIAN STRIP
 KZ2232'AT A CROSSOVER TO THE EASTBOUND LANE.
 KZ2232'
 KZ2232'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2232'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 75 1987---, AND IS
 KZ2232'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2232'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 2.4 METERS (8 FT) AND IS
 KZ2232'RECESSED 8 CM BELOW GROUND.  LOCATED 3.0 METERS (9.8 FT) SOUTH FROM
 KZ2232'THE SOUTH EDGE OF A CONCRETE CURB, 2.2 METERS (7.15 FT) NORTH FROM
 KZ2232'THE NORTH EDGE OF A CONCRETE CURB, 3.5 METERS (11.5 FT) EAST FROM
 KZ2232'THE EAST EDGE OF A CURVED CONCRETE CURB, 27.2 METERS (89.1 FT) WEST
 KZ2232'FROM THE WEST EDGE OF THE CONCRETE PAVED PORTION OF THE MEDIAN
 KZ2232'STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2233 ***********************************************************************
 KZ2233  DESIGNATION -  FRANK 75 AZ MK
 KZ2233  PID         -  KZ2233
 KZ2233  STATE/COUNTY-  OH/FRANKLIN
 KZ2233  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ2233
 KZ2233                         *CURRENT SURVEY CONTROL
 KZ2233  ___________________________________________________________________
 KZ2233* NAD 83(1995)-  40 05 15.21927(N)    082 59 35.51332(W)     ADJUSTED  
 KZ2233* NAVD 88     -       279.0    (meters)     915.     (feet)  VERTCON   
 KZ2233  ___________________________________________________________________
 KZ2233  X           -     596,107.394 (meters)                     COMP
 KZ2233  Y           -  -4,850,144.974 (meters)                     COMP
 KZ2233  Z           -   4,085,586.367 (meters)                     COMP
 KZ2233  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 KZ2233  ELLIP HEIGHT-         245.06  (meters)          (10/07/05) GPS OBS
 KZ2233  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KZ2233
 KZ2233  HORZ ORDER  -  FIRST
 KZ2233  ELLP ORDER  -  FOURTH    CLASS I
 KZ2233
 KZ2233.The horizontal coordinates were established by GPS observations
 KZ2233.and adjusted by the National Geodetic Survey in April 1998..
 KZ2233
 KZ2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2233
 KZ2233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2233
 KZ2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2233
 KZ2233.The ellipsoidal height was determined by GPS observations
 KZ2233.and is referenced to NAD 83.
 KZ2233
 KZ2233.The geoid height was determined by GEOID03.
 KZ2233
 KZ2233;                    North         East     Units Scale Factor Converg.
 KZ2233;SPC OH S     -   231,870.171   557,937.491   MT  1.00001118   -0 18 46.6
 KZ2233;SPC OH N     -    46,859.035   557,934.435   MT  1.00008418   -0 19 26.4
 KZ2233;UTM  17      - 4,439,379.464   330,072.798   MT  0.99995547   -1 17 01.8
 KZ2233
 KZ2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2233!SPC OH S     -   0.99996156  x   1.00001118  =   0.99997274
 KZ2233!SPC OH N     -   0.99996156  x   1.00008418  =   1.00004573
 KZ2233!UTM  17      -   0.99996156  x   0.99995547  =   0.99991703
 KZ2233
 KZ2233:                Primary Azimuth Mark                     Grid Az
 KZ2233:SPC OH S     -  FRANK 75                                 276 45 10.0
 KZ2233:SPC OH N     -  FRANK 75                                 276 45 49.8
 KZ2233:UTM  17      -  FRANK 75                                 277 43 25.2
 KZ2233
 KZ2233|---------------------------------------------------------------------|
 KZ2233| PID    Reference Object                     Distance      Geod. Az  |
 KZ2233|                                                           dddmmss.s |
 KZ2233| KZ2232 FRANK 75                            481.410 METERS 2762623.4 |
 KZ2233|---------------------------------------------------------------------|
 KZ2233
 KZ2233                          SUPERSEDED SURVEY CONTROL
 KZ2233
 KZ2233  ELLIP H (04/01/98)  244.91   (m)                       GP(       ) 4 1
 KZ2233  NAD 83(1986)-  40 05 15.22585(N)    082 59 35.52027(W) AD(       ) 1
 KZ2233  NGVD 29 (09/26/89)  279.2    (m)          916.     (f) GPS OBS        
 KZ2233
 KZ2233.Superseded values are not recommended for survey control.
 KZ2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2233.See file dsdata.txt to determine how the superseded data were derived.
 KZ2233
 KZ2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3007339379(NAD 83)
 KZ2233_MARKER: DD = SURVEY DISK
 KZ2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2233+STABILITY: SURFACE MOTION
 KZ2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2233+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2233
 KZ2233  HISTORY     - Date     Condition        Report By
 KZ2233  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2233
 KZ2233                          STATION DESCRIPTION
 KZ2233
 KZ2233'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2233'THE STATION IS LOCATED ABOUT 2.94 KM (1.83 MI)
 KZ2233'SOUTH-SOUTHWEST OF THE JUNCTION OF INTERSTATES 270 AND 71 AT
 KZ2233'INTERCHANGE 119/26,
 KZ2233'0.53 KM (0.33 MI) WEST OF THE JUNCTION OF INTERSTATE 71 AND STATE
 KZ2233'ROUTE 161 AT INTERCHANGE 117,
 KZ2233'3.38 KM (2.1 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATE 270 AND
 KZ2233'U.S. ROUTE 23 AT INTERCHANGE 23,
 KZ2233'30 METERS (100 FT) WEST OF THE INTERSECTION OF STATE ROUTES 161 AND
 KZ2233'710.
 KZ2233'OWNERSHIP--STATE OF OHIO.
 KZ2233'
 KZ2233'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 71 AND
 KZ2233'STATE ROUTE 161 AT INTERCHANGE 117 IN COLUMBUS, GO
 KZ2233'WEST FOR 0.5 KM (0.3 MI) ON STATE ROUTE 161 (THE DUBLIN-GRANVILLE
 KZ2233'ROAD) TO THE INTERSECTION OF STATE ROUTE 710 (BUSCH BOULEVARD) ON
 KZ2233'THE RIGHT AND NORTH MEADOWS BOULEVARD ON THE LEFT.  TURN LEFT AND
 KZ2233'GO SOUTH FOR ABOUT 30 METERS (100 FT) ON NORTH MEADOWS BOULEVARD TO
 KZ2233'THE INTERSECTION OF ROCHE DRIVE.  TURN RIGHT AND GO WEST FOR ABOUT
 KZ2233'30 METERS (100 FT) ON ROCHE DRIVE TO THE STATION ON THE LEFT NEAR
 KZ2233'THE EAST EDGE OF THE CONCRETE ENTRANCE DRIVE INTO THE SISTERS
 KZ2233'RESTAURANT.
 KZ2233'
 KZ2233'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 75 AZ MK
 KZ2233'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2233'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 3.3 METERS (10.9 FT)
 KZ2233'NORTHEAST FROM THE NORTH CORNER POST OF A WOOD FENCE ON THE EAST
 KZ2233'SIDE OF THE DRIVE TO THE SISTERS RESTAURANT, 2.3 METERS (7.5 FT)
 KZ2233'EAST-SOUTHEAST FROM THE EAST EDGE OF THE ROCHE DRIVE ENTRANCE
 KZ2233'DRIVEWAY TO THE SISTERS RESTAURANT, 8.0 METERS (26.4 FT)
 KZ2233'NORTH-NORTHWEST FROM A PK NAIL AND WASHER IN A POLE IN FRONT OF THE
 KZ2233'RESTAURANT, 32.1 METERS (105.2 FT) EAST-SOUTHEAST FROM THE CENTER OF
 KZ2233'A HYDRANT ON THE SOUTH SIDE OF ROCHE DRIVE WEST OF THE RESTAURANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2234 ***********************************************************************
 KZ2234  DESIGNATION -  FRANK 76
 KZ2234  PID         -  KZ2234
 KZ2234  STATE/COUNTY-  OH/FRANKLIN
 KZ2234  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ2234
 KZ2234                         *CURRENT SURVEY CONTROL
 KZ2234  ___________________________________________________________________
 KZ2234* NAD 83(1995)-  40 04 53.49607(N)    082 56 06.12765(W)     ADJUSTED  
 KZ2234* NAVD 88     -       259.8    (meters)     852.     (feet)  VERTCON   
 KZ2234  ___________________________________________________________________
 KZ2234  X           -     601,081.870 (meters)                     COMP
 KZ2234  Y           -  -4,849,950.909 (meters)                     COMP
 KZ2234  Z           -   4,085,061.326 (meters)                     COMP
 KZ2234  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 KZ2234  ELLIP HEIGHT-         225.81  (meters)          (10/07/05) GPS OBS
 KZ2234  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KZ2234
 KZ2234  HORZ ORDER  -  FIRST
 KZ2234  ELLP ORDER  -  FOURTH    CLASS I
 KZ2234
 KZ2234.The horizontal coordinates were established by GPS observations
 KZ2234.and adjusted by the National Geodetic Survey in April 1998..
 KZ2234
 KZ2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2234
 KZ2234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2234
 KZ2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2234
 KZ2234.The ellipsoidal height was determined by GPS observations
 KZ2234.and is referenced to NAD 83.
 KZ2234
 KZ2234.The geoid height was determined by GEOID03.
 KZ2234
 KZ2234;                    North         East     Units Scale Factor Converg.
 KZ2234;SPC OH S     -   231,174.659   562,894.639   MT  1.00000989   -0 16 33.7
 KZ2234;UTM  17      - 4,438,600.137   335,017.132   MT  0.99993509   -1 14 46.3
 KZ2234
 KZ2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2234!SPC OH S     -   0.99996458  x   1.00000989  =   0.99997447
 KZ2234!UTM  17      -   0.99996458  x   0.99993509  =   0.99989967
 KZ2234
 KZ2234:                Primary Azimuth Mark                     Grid Az
 KZ2234:SPC OH S     -  FRANK 76 AZ MK                           109 35 52.4
 KZ2234:UTM  17      -  FRANK 76 AZ MK                           110 34 05.0
 KZ2234
 KZ2234|---------------------------------------------------------------------|
 KZ2234| PID    Reference Object                     Distance      Geod. Az  |
 KZ2234|                                                           dddmmss.s |
 KZ2234| KZ2235 FRANK 76 AZ MK                      APPROX. 0.5 KM 1091918.7 |
 KZ2234|---------------------------------------------------------------------|
 KZ2234
 KZ2234                          SUPERSEDED SURVEY CONTROL
 KZ2234
 KZ2234  ELLIP H (04/01/98)  225.72   (m)                       GP(       ) 4 1
 KZ2234  NAD 83(1986)-  40 04 53.50303(N)    082 56 06.13400(W) AD(       ) 1
 KZ2234  NGVD 29 (09/26/89)  260.0    (m)          853.     (f) GPS OBS        
 KZ2234
 KZ2234.Superseded values are not recommended for survey control.
 KZ2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2234.See file dsdata.txt to determine how the superseded data were derived.
 KZ2234
 KZ2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3501738600(NAD 83)
 KZ2234_MARKER: I = METAL ROD
 KZ2234_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2234_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2234_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2234+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003
 KZ2234
 KZ2234  HISTORY     - Date     Condition        Report By
 KZ2234  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2234  HISTORY     - 20030801 GOOD             USPSQD
 KZ2234  HISTORY     - 20030802 GOOD             USPSQD
 KZ2234
 KZ2234                          STATION DESCRIPTION
 KZ2234
 KZ2234'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2234'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI)
 KZ2234'SOUTH OF WESTERVILLE,
 KZ2234'2.4 KM (1.5 MI) WEST OF THE JUNCTION OF INTERSTATE 270 AND STATE
 KZ2234'ROUTE 161 AT INTERCHANGE 30,
 KZ2234'3.1 KM (1.9 MI) SOUTH-SOUTHEAST OF INTERCHANGE 27 ON INTERSTATE
 KZ2234'270, IN THE MEDIAN STRIP OF ROUTE 161 0.5 KM (0.3 MI) WEST OF ROUTE
 KZ2234'3 AND WITHIN THE VILLAGE OF MINERVA PARK.
 KZ2234'OWNERSHIP--STATE OF OHIO.
 KZ2234'
 KZ2234'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 270 AND
 KZ2234'STATE ROUTE 161 AT INTERCHANGE 30 IN COLUMBUS, GO
 KZ2234'WEST FOR 1.8 KM (1.1 MI) ON STATE ROUTE 161 (THE DUBLIN-GRANVILLE
 KZ2234'ROAD) TO STATE ROUTE 3.
 KZ2234'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.5 KM (0.3 MI) ON STATE
 KZ2234'ROUTE 161 TO THE STATION ON THE LEFT IN THE MEDIAN STRIP, JUST PAST
 KZ2234'A SIGN FOR FARVIEW ROAD.
 KZ2234'
 KZ2234'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK. THE LOGO
 KZ2234'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 76 1987---, AND IS
 KZ2234'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2234'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 11.0 METERS (36 FT) AND
 KZ2234'IS RECESSED 9 CM BELOW GROUND.  LOCATED 2.5 METERS (8.1 FT)
 KZ2234'SOUTH-SOUTHWEST FROM THE SOUTH EDGE OF A CONCRETE CURB, 24.1 METERS
 KZ2234'(79.2 FT) WEST FROM THE NORTHWEST CORNER OF A METAL SIGN POST,
 KZ2234'3.3 METERS (10.9 FT) NORTH FROM THE NORTH EDGE OF A CONCRETE CURB,
 KZ2234'15.5 METERS (50.8 FT) EAST FROM THE SOUTHEAST CORNER OF A METAL SIGN
 KZ2234'POST.
 KZ2234
 KZ2234                          STATION RECOVERY (2003)
 KZ2234
 KZ2234'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ2234'RECOVERED IN GOOD CONDITION.
 KZ2234
 KZ2234                          STATION RECOVERY (2003)
 KZ2234
 KZ2234'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ2234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2235 ***********************************************************************
 KZ2235  DESIGNATION -  FRANK 76 AZ MK
 KZ2235  PID         -  KZ2235
 KZ2235  STATE/COUNTY-  OH/FRANKLIN
 KZ2235  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ2235
 KZ2235                         *CURRENT SURVEY CONTROL
 KZ2235  ___________________________________________________________________
 KZ2235* NAD 83(1995)-  40 04 48.12498(N)    082 55 46.18749(W)     ADJUSTED  
 KZ2235* NAVD 88     -       257.0    (meters)     843.     (feet)  VERTCON   
 KZ2235  ___________________________________________________________________
 KZ2235  X           -     601,563.589 (meters)                     COMP
 KZ2235  Y           -  -4,849,996.494 (meters)                     COMP
 KZ2235  Z           -   4,084,932.751 (meters)                     COMP
 KZ2235  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 KZ2235  ELLIP HEIGHT-         222.99  (meters)          (10/07/05) GPS OBS
 KZ2235  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KZ2235
 KZ2235  HORZ ORDER  -  FIRST
 KZ2235  ELLP ORDER  -  FOURTH    CLASS I
 KZ2235
 KZ2235.The horizontal coordinates were established by GPS observations
 KZ2235.and adjusted by the National Geodetic Survey in April 1998..
 KZ2235
 KZ2235.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2235
 KZ2235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2235
 KZ2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2235
 KZ2235.The ellipsoidal height was determined by GPS observations
 KZ2235.and is referenced to NAD 83.
 KZ2235
 KZ2235.The geoid height was determined by GEOID03.
 KZ2235
 KZ2235;                    North         East     Units Scale Factor Converg.
 KZ2235;SPC OH S     -   231,006.735   563,366.278   MT  1.00000957   -0 16 21.1
 KZ2235;UTM  17      - 4,438,424.265   335,485.825   MT  0.99993319   -1 14 33.4
 KZ2235
 KZ2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2235!SPC OH S     -   0.99996502  x   1.00000957  =   0.99997459
 KZ2235!UTM  17      -   0.99996502  x   0.99993319  =   0.99989821
 KZ2235
 KZ2235:                Primary Azimuth Mark                     Grid Az
 KZ2235:SPC OH S     -  FRANK 76                                 289 35 52.6
 KZ2235:UTM  17      -  FRANK 76                                 290 34 04.9
 KZ2235
 KZ2235|---------------------------------------------------------------------|
 KZ2235| PID    Reference Object                     Distance      Geod. Az  |
 KZ2235|                                                           dddmmss.s |
 KZ2235| KZ2234 FRANK 76                            APPROX. 0.5 KM 2891931.5 |
 KZ2235|---------------------------------------------------------------------|
 KZ2235
 KZ2235                          SUPERSEDED SURVEY CONTROL
 KZ2235
 KZ2235  ELLIP H (04/01/98)  222.92   (m)                       GP(       ) 4 1
 KZ2235  NAD 83(1986)-  40 04 48.13205(N)    082 55 46.19337(W) AD(       ) 1
 KZ2235  NGVD 29 (09/26/89)  257.2    (m)          844.     (f) GPS OBS        
 KZ2235
 KZ2235.Superseded values are not recommended for survey control.
 KZ2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2235.See file dsdata.txt to determine how the superseded data were derived.
 KZ2235
 KZ2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3548638424(NAD 83)
 KZ2235_MARKER: DD = SURVEY DISK
 KZ2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2235_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2235+STABILITY: SURFACE MOTION
 KZ2235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2235+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2235
 KZ2235  HISTORY     - Date     Condition        Report By
 KZ2235  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2235
 KZ2235                          STATION DESCRIPTION
 KZ2235
 KZ2235'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2235'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI)
 KZ2235'SOUTH OF WESTERVILLE,
 KZ2235'1.93 KM (1.2 MI) WEST OF THE JUNCTION OF INTERSTATE 270 AND STATE
 KZ2235'ROUTE 161 AT INTERCHANGE 30,
 KZ2235'3.22 KM (2.0 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATE 270 AND
 KZ2235'CLEVELAND AVENUE AT INTERCHANGE 27, IN THE MEDIAN STRIP ON STATE
 KZ2235'ROUTE 161 BETWEEN INTERSTATE 270 AND THE CONRAIL RAILROAD IN THE
 KZ2235'VILLAGE OF MINERVA PARK.
 KZ2235'OWNERSHIP--STATE OF OHIO.
 KZ2235'
 KZ2235'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 270 AND
 KZ2235'STATE ROUTE 161 AT INTERCHANGE 30 IN COLUMBUS, GO
 KZ2235'WEST FOR 1.8 KM (1.1 MI) ON STATE ROUTE 161 (THE DUBLIN-GRANVILLE
 KZ2235'ROAD) TO STATE ROUTE 3.
 KZ2235'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.08 KM (0.05 MI) ON STATE
 KZ2235'ROUTE 161 TO THE STATION IN THE MEDIAN STRIP AT THE EAST END OF THE
 KZ2235'CONCRETE HIGHWAY BRIDGE OVER THE CONRAIL RAILROAD TRACKS.
 KZ2235'
 KZ2235'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 76 AZ MK
 KZ2235'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2235'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 8.1 METERS (26.6 FT)
 KZ2235'SOUTH-SOUTHEAST FROM THE EAST EDGE OF THE CONCRETE PAVING AT THE
 KZ2235'SOUTH CURBLINE AT THE NORTHWEST CORNER OF THE GRASS MEDIAN, 2.7
 KZ2235'METERS (9.0 FT) SOUTH-SOUTHWEST FROM THE SOUTH EDGE OF THE SOUTH
 KZ2235'CURB ON THE WESTBOUND LANE OF ROUTE 161, 7.8 METERS (25.6 FT)
 KZ2235'EAST-SOUTHEAST FROM THE EAST EDGE OF THE CONCRETE PAVING AT THE
 KZ2235'NORTH CURBLINE AT THE SOUTHWEST CORNER OF THE GRASS MEDIAN, 7.4
 KZ2235'METERS (24.4 FT) SOUTHEAST FROM THE CENTER OF THE EAST EDGE OF THE
 KZ2235'CONCRETE PAVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2236 ***********************************************************************
 KZ2236  DESIGNATION -  FRANK 78
 KZ2236  PID         -  KZ2236
 KZ2236  STATE/COUNTY-  OH/FRANKLIN
 KZ2236  USGS QUAD   -  NEW ALBANY (1982)
 KZ2236
 KZ2236                         *CURRENT SURVEY CONTROL
 KZ2236  ___________________________________________________________________
 KZ2236* NAD 83(1995)-  40 04 45.16120(N)    082 50 42.47777(W)     ADJUSTED  
 KZ2236* NAVD 88     -       289.9    (meters)     951.     (feet)  VERTCON   
 KZ2236  ___________________________________________________________________
 KZ2236  X           -     608,714.640 (meters)                     COMP
 KZ2236  Y           -  -4,849,188.674 (meters)                     COMP
 KZ2236  Z           -   4,084,883.832 (meters)                     COMP
 KZ2236  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 KZ2236  ELLIP HEIGHT-         255.65  (meters)          (10/07/05) GPS OBS
 KZ2236  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2236
 KZ2236  HORZ ORDER  -  FIRST
 KZ2236  ELLP ORDER  -  FOURTH    CLASS I
 KZ2236
 KZ2236.The horizontal coordinates were established by GPS observations
 KZ2236.and adjusted by the National Geodetic Survey in April 1998..
 KZ2236
 KZ2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2236
 KZ2236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2236
 KZ2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2236
 KZ2236.The ellipsoidal height was determined by GPS observations
 KZ2236.and is referenced to NAD 83.
 KZ2236
 KZ2236.The geoid height was determined by GEOID03.
 KZ2236
 KZ2236;                    North         East     Units Scale Factor Converg.
 KZ2236;SPC OH S     -   230,884.457   570,561.664   MT  1.00000940   -0 13 08.4
 KZ2236;UTM  17      - 4,438,180.260   342,677.459   MT  0.99990469   -1 11 17.6
 KZ2236
 KZ2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2236!SPC OH S     -   0.99995990  x   1.00000940  =   0.99996930
 KZ2236!UTM  17      -   0.99995990  x   0.99990469  =   0.99986459
 KZ2236
 KZ2236                          SUPERSEDED SURVEY CONTROL
 KZ2236
 KZ2236  ELLIP H (04/01/98)  255.61   (m)                       GP(       ) 4 1
 KZ2236  NAD 83(1986)-  40 04 45.16926(N)    082 50 42.48337(W) AD(       ) 1
 KZ2236  NGVD 29 (09/26/89)  290.0    (m)          951.     (f) GPS OBS        
 KZ2236
 KZ2236.Superseded values are not recommended for survey control.
 KZ2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2236.See file dsdata.txt to determine how the superseded data were derived.
 KZ2236
 KZ2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4267738180(NAD 83)
 KZ2236_MARKER: I = METAL ROD
 KZ2236_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2236_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2236_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2236+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2236
 KZ2236  HISTORY     - Date     Condition        Report By
 KZ2236  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2236
 KZ2236                          STATION DESCRIPTION
 KZ2236
 KZ2236'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2236'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 KZ2236'WEST OF THE VILLAGE OF NEW ALBANY,
 KZ2236'7.2 KM (4.5 MI) NORTH-NORTHEAST OF GAHANNA,
 KZ2236'ON THE NORTH SIDE OF STATE ROUTE 161 (THE DUBLIN-GRANVILLE ROAD) AT
 KZ2236'A POWER LINE CROSSING ABOUT 0.16 KM (0.1 MI) WEST OF ROCKY FORK
 KZ2236'CREEK.
 KZ2236'OWNERSHIP--STATE OF OHIO.
 KZ2236'
 KZ2236'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 161
 KZ2236'(THE DUBLIN-GRANVILLE ROAD) AND U.S. ROUTE 62 IN THE VILLAGE OF
 KZ2236'NEW ALBANY, GO WESTERLY FOR 2.1 KM (1.3 MI) ON STATE ROUTE 161 TO
 KZ2236'HARLEM ROAD ON THE RIGHT.
 KZ2236'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.8 KM (0.5 MI) ON STATE
 KZ2236'ROUTE 161 TO A BRIDGE OVER ROCKY FORK CREEK.
 KZ2236'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.16 KM (0.1 MI) ON STATE
 KZ2236'ROUTE 161 TO THE STATION ON THE RIGHT AT A POWER LINE CROSSING
 KZ2236'IN THE RIGHT-OF-WAY OF STATE ROUTE 161 AND IN LINE WITH
 KZ2236'THE WEST SIDE OF THE POWER LINE TOWERS.
 KZ2236'
 KZ2236'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2236'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 78 1987---, AND IS
 KZ2236'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2236'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 4.9 METERS (16 FT) AND IS
 KZ2236'RECESSED 11 CM BELOW GROUND.  LOCATED 23.5 METERS (77.1 FT)
 KZ2236'WEST-SOUTHWEST FROM THE EDGE OF A WOOD POWER POLE ON THE NORTH SIDE
 KZ2236'OF STATE ROUTE 161, 24.7 METERS (81.1 FT) NORTHWEST FROM THE EDGE
 KZ2236'OF POWER POLE NUMBER 222-A5 ON THE SOUTH SIDE OF STATE ROUTE 161,
 KZ2236'1.7 METERS (5.7 FT) NORTH FROM THE NORTH EDGE OF THE STATE ROUTE 161
 KZ2236'PAVING, 6.0 METERS (19.7 FT) NORTH FROM THE CENTERLINE OF STATE
 KZ2236'ROUTE 161, 0.6 METERS (2 FT) SOUTH FROM A FRANKLIN COUNTY ENGINEER
 KZ2236'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2237 ***********************************************************************
 KZ2237  DESIGNATION -  FRANK 78 AZ MK
 KZ2237  PID         -  KZ2237
 KZ2237  STATE/COUNTY-  OH/FRANKLIN
 KZ2237  USGS QUAD   -  NEW ALBANY (1982)
 KZ2237
 KZ2237                         *CURRENT SURVEY CONTROL
 KZ2237  ___________________________________________________________________
 KZ2237* NAD 83(1995)-  40 04 49.30428(N)    082 49 53.92534(W)     ADJUSTED  
 KZ2237* NAVD 88     -       296.6    (meters)     973.     (feet)  VERTCON   
 KZ2237  ___________________________________________________________________
 KZ2237  X           -     609,846.447 (meters)                     COMP
 KZ2237  Y           -  -4,848,968.758 (meters)                     COMP
 KZ2237  Z           -   4,084,985.971 (meters)                     COMP
 KZ2237  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 KZ2237  ELLIP HEIGHT-         262.42  (meters)          (10/07/05) GPS OBS
 KZ2237  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KZ2237
 KZ2237  HORZ ORDER  -  FIRST
 KZ2237  ELLP ORDER  -  FOURTH    CLASS I
 KZ2237
 KZ2237.The horizontal coordinates were established by GPS observations
 KZ2237.and adjusted by the National Geodetic Survey in April 1998..
 KZ2237
 KZ2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2237
 KZ2237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2237
 KZ2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2237
 KZ2237.The ellipsoidal height was determined by GPS observations
 KZ2237.and is referenced to NAD 83.
 KZ2237
 KZ2237.The geoid height was determined by GEOID03.
 KZ2237
 KZ2237;                    North         East     Units Scale Factor Converg.
 KZ2237;SPC OH S     -   231,007.933   571,712.493   MT  1.00000964   -0 12 37.6
 KZ2237;UTM  17      - 4,438,284.242   343,830.089   MT  0.99990024   -1 10 46.4
 KZ2237
 KZ2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2237!SPC OH S     -   0.99995883  x   1.00000964  =   0.99996847
 KZ2237!UTM  17      -   0.99995883  x   0.99990024  =   0.99985908
 KZ2237
 KZ2237                          SUPERSEDED SURVEY CONTROL
 KZ2237
 KZ2237  ELLIP H (04/01/98)  262.38   (m)                       GP(       ) 4 1
 KZ2237  NAD 83(1986)-  40 04 49.31221(N)    082 49 53.93088(W) AD(       ) 1
 KZ2237  NGVD 29 (09/26/89)  296.8    (m)          974.     (f) GPS OBS        
 KZ2237
 KZ2237.Superseded values are not recommended for survey control.
 KZ2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2237.See file dsdata.txt to determine how the superseded data were derived.
 KZ2237
 KZ2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4383038284(NAD 83)
 KZ2237_MARKER: DD = SURVEY DISK
 KZ2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2237_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2237+STABILITY: SURFACE MOTION
 KZ2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2237+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2237
 KZ2237  HISTORY     - Date     Condition        Report By
 KZ2237  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2237
 KZ2237                          STATION DESCRIPTION
 KZ2237
 KZ2237'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2237'THE STATION IS LOCATED ABOUT 1.8 KM (1.1 MI)
 KZ2237'WEST OF NEW ALBANY,
 KZ2237'8.0 KM (5.0 MI) NORTH-NORTHEAST OF GAHANNA ON THE SOUTH SIDE OF
 KZ2237'STATE ROUTE 161 (THE DUBLIN-GRANVILLE ROAD),
 KZ2237'107 METERS (350 FT) EAST OF HARLEM ROAD IN PLAIN TOWNSHIP.
 KZ2237'OWNERSHIP--STATE OF OHIO.
 KZ2237'
 KZ2237'TO REACH THE STATION FROM INTERSECTION OF STATE ROUTE 161
 KZ2237'(THE DUBLIN-GRANVILLE ROAD) AND U.S. ROUTE 62 IN THE VILLAGE OF
 KZ2237'NEW ALBANY, GO WESTERLY FOR 1.85 KM (1.15 MI) ON STATE ROUTE 161
 KZ2237'TO THE STATION ON THE LEFT IN FRONT OF
 KZ2237'HOUSE NUMBER 5955.
 KZ2237'
 KZ2237'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 78 AZ MK
 KZ2237'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2237'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 4.1 METERS (13.4 FT)
 KZ2237'WEST FROM THE SOUTHWEST CORNER OF A REFLECTOR POST, 0.7 METERS
 KZ2237'(2.4 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE MAILBOX POST
 KZ2237'FOR HOUSE NUMBER 5955, 1.1 METERS (3.6 FT) SOUTH FROM THE SOUTH EDGE
 KZ2237'OF THE STATE ROUTE 161 PAVING, 24.7 METERS
 KZ2237'(80.9 FT) EAST FROM A NAIL AND WASHER IN POWER POLE NUMBER 221 A43
 KZ2237'ON THE SOUTH SIDE OF STATE ROUTE 161.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2238 ***********************************************************************
 KZ2238  DESIGNATION -  FRANK 80
 KZ2238  PID         -  KZ2238
 KZ2238  STATE/COUNTY-  OH/FRANKLIN
 KZ2238  USGS QUAD   -  NEW ALBANY (1982)
 KZ2238
 KZ2238                         *CURRENT SURVEY CONTROL
 KZ2238  ___________________________________________________________________
 KZ2238* NAD 83(1995)-  40 05 45.35008(N)    082 46 11.99560(W)     ADJUSTED  
 KZ2238* NAVD 88     -       338.0    (meters)    1109.     (feet)  VERTCON   
 KZ2238  ___________________________________________________________________
 KZ2238  X           -     614,927.161 (meters)                     COMP
 KZ2238  Y           -  -4,847,236.492 (meters)                     COMP
 KZ2238  Z           -   4,086,334.914 (meters)                     COMP
 KZ2238  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 KZ2238  ELLIP HEIGHT-         303.38  (meters)          (10/07/05) GPS OBS
 KZ2238  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2238
 KZ2238  HORZ ORDER  -  FIRST
 KZ2238  ELLP ORDER  -  FOURTH    CLASS I
 KZ2238
 KZ2238.The horizontal coordinates were established by GPS observations
 KZ2238.and adjusted by the National Geodetic Survey in April 1998..
 KZ2238
 KZ2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2238
 KZ2238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2238
 KZ2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2238
 KZ2238.The ellipsoidal height was determined by GPS observations
 KZ2238.and is referenced to NAD 83.
 KZ2238
 KZ2238.The geoid height was determined by GEOID03.
 KZ2238
 KZ2238;                    North         East     Units Scale Factor Converg.
 KZ2238;SPC OH S     -   232,719.072   576,975.795   MT  1.00001298   -0 10 16.8
 KZ2238;SPC OH N     -    47,705.151   576,974.215   MT  1.00008172   -0 10 38.6
 KZ2238;UTM  17      - 4,439,905.928   349,120.935   MT  0.99988024   -1 08 24.8
 KZ2238
 KZ2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2238!SPC OH S     -   0.99995241  x   1.00001298  =   0.99996539
 KZ2238!SPC OH N     -   0.99995241  x   1.00008172  =   1.00003413
 KZ2238!UTM  17      -   0.99995241  x   0.99988024  =   0.99983265
 KZ2238
 KZ2238                          SUPERSEDED SURVEY CONTROL
 KZ2238
 KZ2238  ELLIP H (04/01/98)  303.32   (m)                       GP(       ) 4 1
 KZ2238  NAD 83(1986)-  40 05 45.35662(N)    082 46 12.00167(W) AD(       ) 1
 KZ2238  NGVD 29 (09/26/89)  338.1    (m)         1109.     (f) GPS OBS        
 KZ2238
 KZ2238.Superseded values are not recommended for survey control.
 KZ2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2238.See file dsdata.txt to determine how the superseded data were derived.
 KZ2238
 KZ2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4912139906(NAD 83)
 KZ2238_MARKER: I = METAL ROD
 KZ2238_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2238_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2238_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2238+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2238
 KZ2238  HISTORY     - Date     Condition        Report By
 KZ2238  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2238
 KZ2238                          STATION DESCRIPTION
 KZ2238
 KZ2238'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2238'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI)
 KZ2238'NORTHEAST OF NEW ALBANY,
 KZ2238'7.2 KM (4.5 MI) NORTHWEST OF THE VILLAGE OF JERSEY,
 KZ2238'0.56 KM (0.35 MI) WEST OF THE FRANKLIN COUNTY-LICKING COUNTY LINE
 KZ2238'AND IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF
 KZ2238'CENTRAL COLLEGE ROAD AND EVANS ROAD.
 KZ2238'OWNERSHIP--FRANKLIN COUNTY.
 KZ2238'
 KZ2238'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 605
 KZ2238'AND U.S. ROUTE 62 IN THE VILLAGE OF NEW ALBANY, GO
 KZ2238'EAST AND NORTHEAST FOR 2.9 KM (1.8 MI) ON U.S. ROUTE 62
 KZ2238'(COLUMBUS ROAD) TO THE INTERSECTION OF MILLERSBURG ROAD (U.S. ROUTE
 KZ2238'62) AND CENTRAL COLLEGE ROAD.
 KZ2238'TURN RIGHT AND GO EAST FOR 0.89 KM (0.55 MI) ON CENTRAL COLLEGE
 KZ2238'ROAD TO THE STATION ON THE RIGHT AT THE INTERSECTION OF EVANS ROAD
 KZ2238'IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 KZ2238'
 KZ2238'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2238'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 80 1987---, AND IS
 KZ2238'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2238'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 9.1 METERS (30 FT) AND IS
 KZ2238'RECESSED 10 CM BELOW GROUND.  LOCATED 27.7 METERS
 KZ2238'(90.8 FT) WEST-SOUTHWEST FROM THE EDGE OF A 12 INCH DIAMETER OAK
 KZ2238'TREE ON THE NORTH SIDE OF THE ROAD, 20.71 METERS (67.95 FT) WEST
 KZ2238'FROM A PUNCH MARK IN THE SOUTHWEST CORNER OF THE FRAME OF AN IRON
 KZ2238'GRATE INLET, 7.6 METERS (24.9 FT) NORTH-NORTHWEST FROM A NAIL AND
 KZ2238'WASHER IN A WOOD POWER POLE, 6.4 METERS (20.9 FT) SOUTH FROM THE
 KZ2238'CENTERLINE OF CENTRAL COLLEGE ROAD, 0.6 METERS (2 FT) NORTH FROM A
 KZ2238'FRANKLIN COUNTY ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2239 ***********************************************************************
 KZ2239  DESIGNATION -  FRANK 80 AZ MK
 KZ2239  PID         -  KZ2239
 KZ2239  STATE/COUNTY-  OH/FRANKLIN
 KZ2239  USGS QUAD   -  NEW ALBANY (1982)
 KZ2239
 KZ2239                         *CURRENT SURVEY CONTROL
 KZ2239  ___________________________________________________________________
 KZ2239* NAD 83(1995)-  40 05 47.33118(N)    082 46 50.12835(W)     ADJUSTED  
 KZ2239* NAVD 88     -       335.3    (meters)    1100.     (feet)  VERTCON   
 KZ2239  ___________________________________________________________________
 KZ2239  X           -     614,025.829 (meters)                     COMP
 KZ2239  Y           -  -4,847,309.052 (meters)                     COMP
 KZ2239  Z           -   4,086,379.964 (meters)                     COMP
 KZ2239  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 KZ2239  ELLIP HEIGHT-         300.75  (meters)          (10/07/05) GPS OBS
 KZ2239  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KZ2239
 KZ2239  HORZ ORDER  -  FIRST
 KZ2239  ELLP ORDER  -  FOURTH    CLASS I
 KZ2239
 KZ2239.The horizontal coordinates were established by GPS observations
 KZ2239.and adjusted by the National Geodetic Survey in April 1998..
 KZ2239
 KZ2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2239
 KZ2239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2239
 KZ2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2239
 KZ2239.The ellipsoidal height was determined by GPS observations
 KZ2239.and is referenced to NAD 83.
 KZ2239
 KZ2239.The geoid height was determined by GEOID03.
 KZ2239
 KZ2239;                    North         East     Units Scale Factor Converg.
 KZ2239;SPC OH S     -   232,782.930   576,072.716   MT  1.00001310   -0 10 40.9
 KZ2239;SPC OH N     -    47,769.111   576,071.081   MT  1.00008156   -0 11 03.6
 KZ2239;UTM  17      - 4,439,985.039   348,219.183   MT  0.99988360   -1 08 49.4
 KZ2239
 KZ2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2239!SPC OH S     -   0.99995282  x   1.00001310  =   0.99996592
 KZ2239!SPC OH N     -   0.99995282  x   1.00008156  =   1.00003438
 KZ2239!UTM  17      -   0.99995282  x   0.99988360  =   0.99983643
 KZ2239
 KZ2239                          SUPERSEDED SURVEY CONTROL
 KZ2239
 KZ2239  ELLIP H (04/01/98)  300.69   (m)                       GP(       ) 4 1
 KZ2239  NAD 83(1986)-  40 05 47.33792(N)    082 46 50.13431(W) AD(       ) 1
 KZ2239  NGVD 29 (09/26/89)  335.4    (m)         1100.     (f) GPS OBS        
 KZ2239
 KZ2239.Superseded values are not recommended for survey control.
 KZ2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2239.See file dsdata.txt to determine how the superseded data were derived.
 KZ2239
 KZ2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4821939985(NAD 83)
 KZ2239_MARKER: DD = SURVEY DISK
 KZ2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2239_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2239+STABILITY: SURFACE MOTION
 KZ2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2239+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2239
 KZ2239  HISTORY     - Date     Condition        Report By
 KZ2239  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2239
 KZ2239                          STATION DESCRIPTION
 KZ2239
 KZ2239'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2239'THE STATION IS LOCATED ABOUT 2.82 KM (1.75 MI)
 KZ2239'NORTHEAST OF NEW ALBANY,
 KZ2239'2.57 KM (1.6 MI) EAST OF THE INTERSECTION OF STATE ROUTE 605
 KZ2239'(THE NEW ALBANY-CONDIT ROAD) AND CENTRAL COLLEGE ROAD IN PLAIN
 KZ2239'TOWNSHIP, AT THE INTERSECTION OF U.S. ROUTE 62 (THE
 KZ2239'(COLUMBUS-MILLERSBURG ROAD),
 KZ2239'CENTRAL COLLEGE ROAD, AND KITZMILLER ROAD IN A TRIANGULAR SHAPED
 KZ2239'GRAVELED PARKING AREA IN PLAIN TOWNSHIP.
 KZ2239'OWNERSHIP--FRANKLIN COUNTY.
 KZ2239'
 KZ2239'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 605 AND
 KZ2239'U.S. ROUTE 62 IN THE VILLAGE OF NEW ALBANY, GO
 KZ2239'EAST AND NORTHEAST FOR 2.9 KM (1.8 MI) ON U.S. ROUTE 62 (COLUMBUS
 KZ2239'ROAD) TO THE INTERSECTION OF CENTRAL COLLEGE ROAD, MILLERSBURG ROAD
 KZ2239'(U.S. ROUTE 62) AND KITZMILLER ROAD, AND THE STATION IN A
 KZ2239'TRIANGULAR SHAPED GRAVELED PARKING AREA LOCATED NORTHEAST FROM A
 KZ2239'MARATHON GAS STATION AT THE F AND D MARKET AND GARAGE.
 KZ2239'
 KZ2239'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 80 AZ MK
 KZ2239'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2239'DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED 23.0 METERS (75.5 FT)
 KZ2239'SOUTH-SOUTHEAST FROM A PK NAIL AND WASHER IN A WOOD POWER POLE ON
 KZ2239'THE NORTH SIDE OF MILLERSBURG ROAD, 9.1 METERS (30.0 FT)
 KZ2239'WEST-SOUTHWEST FROM A STOP SIGN POLE ON THE WEST SIDE OF KITZMILLER
 KZ2239'ROAD NORTH OF CENTRAL
 KZ2239'COLLEGE ROAD, 1.1 METERS (3.6 FT) EAST FROM A STOP SIGN POLE ON THE
 KZ2239'NORTH SIDE OF CENTRAL COLLEGE ROAD WEST OF KITZMILLER ROAD,
 KZ2239'6.0 METERS (19.6 FT) NORTH FROM THE CENTERLINE OF CENTRAL COLLEGE
 KZ2239'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2240 ***********************************************************************
 KZ2240  DESIGNATION -  FRANK 81
 KZ2240  PID         -  KZ2240
 KZ2240  STATE/COUNTY-  OH/FRANKLIN
 KZ2240  USGS QUAD   -  NEW ALBANY (1982)
 KZ2240
 KZ2240                         *CURRENT SURVEY CONTROL
 KZ2240  ___________________________________________________________________
 KZ2240* NAD 83(1995)-  40 07 10.95689(N)    082 45 55.77090(W)     ADJUSTED  
 KZ2240* NAVD 88     -       342.2    (meters)    1123.     (feet)  VERTCON   
 KZ2240  ___________________________________________________________________
 KZ2240  X           -     615,094.618 (meters)                     COMP
 KZ2240  Y           -  -4,845,503.687 (meters)                     COMP
 KZ2240  Z           -   4,088,357.163 (meters)                     COMP
 KZ2240  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KZ2240  ELLIP HEIGHT-         307.53  (meters)          (10/07/05) GPS OBS
 KZ2240  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2240
 KZ2240  HORZ ORDER  -  FIRST
 KZ2240  ELLP ORDER  -  FOURTH    CLASS I
 KZ2240
 KZ2240.The horizontal coordinates were established by GPS observations
 KZ2240.and adjusted by the National Geodetic Survey in April 1998..
 KZ2240
 KZ2240.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2240
 KZ2240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2240
 KZ2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2240
 KZ2240.The ellipsoidal height was determined by GPS observations
 KZ2240.and is referenced to NAD 83.
 KZ2240
 KZ2240.The geoid height was determined by GEOID03.
 KZ2240
 KZ2240;                    North         East     Units Scale Factor Converg.
 KZ2240;SPC OH S     -   235,358.378   577,367.881   MT  1.00001823   -0 10 06.5
 KZ2240;SPC OH N     -    50,344.582   577,366.602   MT  1.00007484   -0 10 27.9
 KZ2240;UTM  17      - 4,442,537.867   349,557.547   MT  0.99987862   -1 08 16.3
 KZ2240
 KZ2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2240!SPC OH S     -   0.99995176  x   1.00001823  =   0.99996999
 KZ2240!SPC OH N     -   0.99995176  x   1.00007484  =   1.00002659
 KZ2240!UTM  17      -   0.99995176  x   0.99987862  =   0.99983038
 KZ2240
 KZ2240|---------------------------------------------------------------------|
 KZ2240| PID    Reference Object                     Distance      Geod. Az  |
 KZ2240|                                                           dddmmss.s |
 KZ2240| KZ2241 FRANK 81 AZ MK                      295.627 METERS 06853     |
 KZ2240|---------------------------------------------------------------------|
 KZ2240
 KZ2240                          SUPERSEDED SURVEY CONTROL
 KZ2240
 KZ2240  ELLIP H (04/01/98)  307.47   (m)                       GP(       ) 4 1
 KZ2240  NAD 83(1986)-  40 07 10.96334(N)    082 45 55.77701(W) AD(       ) 1
 KZ2240  NGVD 29 (09/26/89)  342.3    (m)         1123.     (f) GPS OBS        
 KZ2240
 KZ2240.Superseded values are not recommended for survey control.
 KZ2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2240.See file dsdata.txt to determine how the superseded data were derived.
 KZ2240
 KZ2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4955842538(NAD 83)
 KZ2240_MARKER: I = METAL ROD
 KZ2240_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2240_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2240_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2240+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2240
 KZ2240  HISTORY     - Date     Condition        Report By
 KZ2240  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2240
 KZ2240                          STATION DESCRIPTION
 KZ2240
 KZ2240'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2240'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 KZ2240'NORTHEAST OF THE VILLAGE OF NEW ALBANY,
 KZ2240'12.1 KM (7.5 MI) SOUTHEAST OF JOHNSTOWN,
 KZ2240'0.24 KM (0.15 MI) SOUTHWEST OF THE FRANKLIN COUNTY-LICKING COUNTY
 KZ2240'LINE, IN THE RIGHT-OF-WAY ON THE NORTH SIDE OF U.S. HIGHWAY 62 AT
 KZ2240'THE DRIVEWAY ENTRANCE TO THE THORNTON HOUSE NUMBER 11775.
 KZ2240'OWNERSHIP--STATE OF OHIO.
 KZ2240'
 KZ2240'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 605 AND 62 IN
 KZ2240'THE VILLAGE OF NEW ALBANY, GO EAST AND NORTHEAST FOR 2.9 KM (1.8
 KZ2240'MI) ON HIGHWAY 62 (COLUMBUS ROAD) TO THE INTERSECTION OF
 KZ2240'MILLERSBURG ROAD (HIGHWAY 62) AND CENTRAL COLLEGE ROAD.   TURN LEFT AN
 KZ2240'NORTH-NORTHEAST FOR 1.8 KM (1.1 MI) ON MILLERSBURG ROAD (HIGHWAY
 KZ2240'62) TO WALNUT STREET.  CONTINUE STRAIGHT AHEAD AND GO NORTH AND
 KZ2240'NORTHEAST FOR 1.21 KM (0.75 MI) ON MILLERSBURG ROAD TO THE STATION
 KZ2240'ON THE LEFT JUST AROUND A CURVE TO THE RIGHT AND AT THE DRIVEWAY
 KZ2240'ENTRANCE TO HOUSE NUMBER 11775 MILLERSBURG ROAD.
 KZ2240'
 KZ2240'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2240'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 81 1987---, AND IS
 KZ2240'RECESSED 2 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2240'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 6.1 METERS (20 FT) AND IS
 KZ2240'RECESSED 9 CM BELOW GROUND.  LOCATED 5.2 METERS (17.2 FT) EAST FROM
 KZ2240'A NAIL AND WASHER IN THE BASE OF POWER POLE NUMBER 90, 3.4 METERS
 KZ2240'(11.1 FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF THE BLACKTOP ROAD
 KZ2240'PAVING, 4.4 METERS (14.5 FT) WEST FROM THE SOUTH POINT OF A BOULDER
 KZ2240'AT THE WEST EDGE OF DRIVE, 14.2 METERS (46.6 FT) WEST-SOUTHWEST FROM
 KZ2240'THE BASE OF A SMALL EVERGREEN TREE ON THE EAST SIDE OF THE DRIVE TO
 KZ2240'HOUSE NUMBER 11775, 0.6 METERS (2 FT) SOUTH FROM A FRANKLIN COUNTY
 KZ2240'ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2241 ***********************************************************************
 KZ2241  DESIGNATION -  FRANK 81 AZ MK
 KZ2241  PID         -  KZ2241
 KZ2241  STATE/COUNTY-  OH/FRANKLIN
 KZ2241  USGS QUAD   -  NEW ALBANY (1982)
 KZ2241
 KZ2241                         *CURRENT SURVEY CONTROL
 KZ2241  ___________________________________________________________________
 KZ2241* NAD 83(1995)-  40 07 14.40971(N)    082 45 44.12430(W)     ADJUSTED  
 KZ2241* NAVD 88     -       344.0    (meters)    1129.     (feet)  VERTCON   
 KZ2241  ___________________________________________________________________
 KZ2241  X           -     615,359.746 (meters)                     COMP
 KZ2241  Y           -  -4,845,402.262 (meters)                     COMP
 KZ2241  Z           -   4,088,439.790 (meters)                     COMP
 KZ2241  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 KZ2241  ELLIP HEIGHT-         309.37  (meters)          (10/07/05) GPS OBS
 KZ2241  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2241
 KZ2241  HORZ ORDER  -  FIRST
 KZ2241  ELLP ORDER  -  FOURTH    CLASS I
 KZ2241
 KZ2241.The horizontal coordinates were established by GPS observations
 KZ2241.and adjusted by the National Geodetic Survey in April 1998..
 KZ2241
 KZ2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2241
 KZ2241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2241
 KZ2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2241
 KZ2241.The ellipsoidal height was determined by GPS observations
 KZ2241.and is referenced to NAD 83.
 KZ2241
 KZ2241.The geoid height was determined by GEOID03.
 KZ2241
 KZ2241;                    North         East     Units Scale Factor Converg.
 KZ2241;SPC OH S     -   235,464.071   577,643.974   MT  1.00001845   -0 09 59.1
 KZ2241;SPC OH N     -    50,450.252   577,642.722   MT  1.00007457   -0 10 20.2
 KZ2241;UTM  17      - 4,442,638.859   349,835.350   MT  0.99987759   -1 08 08.9
 KZ2241
 KZ2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2241!SPC OH S     -   0.99995147  x   1.00001845  =   0.99996992
 KZ2241!SPC OH N     -   0.99995147  x   1.00007457  =   1.00002604
 KZ2241!UTM  17      -   0.99995147  x   0.99987759  =   0.99982907
 KZ2241
 KZ2241|---------------------------------------------------------------------|
 KZ2241| PID    Reference Object                     Distance      Geod. Az  |
 KZ2241|                                                           dddmmss.s |
 KZ2241| KZ2240 FRANK 81                            295.627 METERS 24853     |
 KZ2241|---------------------------------------------------------------------|
 KZ2241
 KZ2241                          SUPERSEDED SURVEY CONTROL
 KZ2241
 KZ2241  ELLIP H (04/01/98)  309.32   (m)                       GP(       ) 4 1
 KZ2241  NAD 83(1986)-  40 07 14.41611(N)    082 45 44.13052(W) AD(       ) 1
 KZ2241  NGVD 29 (09/26/89)  344.2    (m)         1129.     (f) GPS OBS        
 KZ2241
 KZ2241.Superseded values are not recommended for survey control.
 KZ2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2241.See file dsdata.txt to determine how the superseded data were derived.
 KZ2241
 KZ2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4983542639(NAD 83)
 KZ2241_MARKER: DD = SURVEY DISK
 KZ2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2241_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2241+STABILITY: SURFACE MOTION
 KZ2241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2241+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2241
 KZ2241  HISTORY     - Date     Condition        Report By
 KZ2241  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2241
 KZ2241                          STATION DESCRIPTION
 KZ2241
 KZ2241'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2241'THE STATION IS LOCATED ABOUT 5.71 KM (3.55 MI)
 KZ2241'NORTHEAST OF NEW ALBANY,
 KZ2241'9.9 KM (6.15 MI) EAST OF THE EAST END OF THE DAM AT HOOVER
 KZ2241'RESERVOIR, ON THE SOUTH SIDE OF THE INTERSECTION OF U.S. ROUTE 62
 KZ2241'(THE COLUMBUS-MILLERSBURG ROAD) AND TIPPET ROAD,
 KZ2241'3 METERS (10 FT) WEST OF THE FRANKLIN COUNTY-LICKING COUNTY LINE,
 KZ2241'IN PLAIN TOWNSHIP.
 KZ2241'OWNERSHIP--STATE OF OHIO.
 KZ2241'
 KZ2241'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 605 AND 62 IN
 KZ2241'THE VILLAGE OF NEW ALBANY, GO EAST AND NORTHEAST FOR
 KZ2241'2.9 KM (1.8 MI) ON ROUTE 62 (COLUMBUS ROAD) TO THE INTERSECTION OF
 KZ2241'CENTRAL COLLEGE ROAD.
 KZ2241'TURN LEFT AND GO NORTH-NORTHEAST FOR 1.8 KM (1.1 MI) ON ROUTE 62
 KZ2241'(MILLERSBURG ROAD) TO WALNUT STREET.  CONTINUE STRAIGHT AHEAD AND
 KZ2241'GO NORTH AND NORTHEAST FOR 1.53 KM (0.95 MI) ON ROUTE 62 TO THE
 KZ2241'INTERSECTION LEFT OF TIPPET ROAD ON THE FRANKLIN COUNTY-LICKING
 KZ2241'COUNTY LINE AND THE STATION ON THE RIGHT ON THE WEST SIDE OF A TREE
 KZ2241'LINE MARKING THE COUNTY LINE.
 KZ2241'
 KZ2241'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 81 AZ MK
 KZ2241'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2241'DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED 3.4 METERS (11.2 FT)
 KZ2241'WEST-SOUTHWEST FROM A NAIL AND WASHER IN POWER POLE NUMBER 236A18,
 KZ2241'5.7 METERS (18.8 FT) WEST FROM A NAIL AND WASHER IN THE WEST ONE OF
 KZ2241'SIX WOOD CABLE POSTS, 8.4 METERS (27.7 FT) SOUTH-SOUTHEAST FROM THE
 KZ2241'CENTERLINE OF MILLERSBURG ROAD, 3.5 METERS (11.5 FT) SOUTHWEST FROM
 KZ2241'THE EDGE OF THE NORTH POLE OF A COUNTY LINE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2242 ***********************************************************************
 KZ2242  DESIGNATION -  FRANK 82
 KZ2242  PID         -  KZ2242
 KZ2242  STATE/COUNTY-  OH/FRANKLIN
 KZ2242  USGS QUAD   -  SUNBURY (1981)
 KZ2242
 KZ2242                         *CURRENT SURVEY CONTROL
 KZ2242  ___________________________________________________________________
 KZ2242* NAD 83(1995)-  40 07 30.32688(N)    082 47 27.23356(W)     ADJUSTED  
 KZ2242* NAVD 88     -       328.7    (meters)    1078.     (feet)  VERTCON   
 KZ2242  ___________________________________________________________________
 KZ2242  X           -     612,896.344 (meters)                     COMP
 KZ2242  Y           -  -4,845,383.814 (meters)                     COMP
 KZ2242  Z           -   4,088,805.393 (meters)                     COMP
 KZ2242  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 KZ2242  ELLIP HEIGHT-         294.13  (meters)          (10/07/05) GPS OBS
 KZ2242  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2242
 KZ2242  HORZ ORDER  -  FIRST
 KZ2242  ELLP ORDER  -  FOURTH    CLASS I
 KZ2242
 KZ2242.The horizontal coordinates were established by GPS observations
 KZ2242.and adjusted by the National Geodetic Survey in April 1998..
 KZ2242
 KZ2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2242
 KZ2242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2242
 KZ2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2242
 KZ2242.The ellipsoidal height was determined by GPS observations
 KZ2242.and is referenced to NAD 83.
 KZ2242
 KZ2242.The geoid height was determined by GEOID03.
 KZ2242
 KZ2242;                    North         East     Units Scale Factor Converg.
 KZ2242;SPC OH S     -   235,962.499   575,204.028   MT  1.00001944   -0 11 04.5
 KZ2242;SPC OH N     -    50,948.972   575,202.696   MT  1.00007331   -0 11 28.0
 KZ2242;UTM  17      - 4,443,178.431   347,404.520   MT  0.99988665   -1 09 15.8
 KZ2242
 KZ2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2242!SPC OH S     -   0.99995386  x   1.00001944  =   0.99997330
 KZ2242!SPC OH N     -   0.99995386  x   1.00007331  =   1.00002717
 KZ2242!UTM  17      -   0.99995386  x   0.99988665  =   0.99984052
 KZ2242
 KZ2242                          SUPERSEDED SURVEY CONTROL
 KZ2242
 KZ2242  ELLIP H (04/01/98)  294.07   (m)                       GP(       ) 4 1
 KZ2242  NAD 83(1986)-  40 07 30.33301(N)    082 47 27.24027(W) AD(       ) 1
 KZ2242  NGVD 29 (09/26/89)  328.9    (m)         1079.     (f) GPS OBS        
 KZ2242
 KZ2242.Superseded values are not recommended for survey control.
 KZ2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2242.See file dsdata.txt to determine how the superseded data were derived.
 KZ2242
 KZ2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4740543178(NAD 83)
 KZ2242_MARKER: I = METAL ROD
 KZ2242_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2242_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2242_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2242+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2242
 KZ2242  HISTORY     - Date     Condition        Report By
 KZ2242  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2242
 KZ2242                          STATION DESCRIPTION
 KZ2242
 KZ2242'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2242'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 KZ2242'NORTH-NORTHEAST OF THE VILLAGE OF NEW ALBANY,
 KZ2242'5.2 KM (3.2 MI) SOUTHEAST OF HARLEM,
 KZ2242'0.24 KM (0.15 MI) SOUTH OF THE FRANKLIN COUNTY-DELAWARE COUNTY
 KZ2242'LINE, ON THE EAST SIDE OF BEVELHEIMER ROAD.
 KZ2242'OWNERSHIP--TOWNSHIP OF PLAIN.
 KZ2242'
 KZ2242'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 605 AND 62 IN
 KZ2242'NEW ALBANY, GO EAST AND NORTHEAST FOR 1.6 KM (1.0 MI) ON ROUTE 62
 KZ2242'TO THE INTERSECTION OF BEVELHEIMER ROAD ON THE LEFT.   TURN LEFT AND G
 KZ2242'NORTH FOR 0.72 KM (0.45 MI) ON BEVELHEIMER ROAD TO CENTRAL COLLEGE
 KZ2242'ROAD.
 KZ2242'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.6 KM (1.0 MI) ON
 KZ2242'BEVELHEIMER ROAD TO WALNUT STREET.
 KZ2242'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.5 KM (0.95 MI) ON
 KZ2242'BEVELHEIMER ROAD TO THE STATION ON THE RIGHT IN THE SHOULDER OF THE
 KZ2242'ROAD NEAR THE SOUTHEAST CORNER OF A BRIDGE OVER ROCKY FORK CREEK.
 KZ2242'
 KZ2242'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2242'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 82 1987---, AND IS
 KZ2242'RECESSED 8 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2242'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 7.3 METERS (24 FT) AND IS
 KZ2242'RECESSED 17 CM BELOW GROUND.  LOCATED 15.9 METERS (52.1 FT)
 KZ2242'NORTHEAST FROM A NAIL AND WASHER IN THE BASE OF A POWER POLE ON THE
 KZ2242'WEST SIDE OF THE ROAD, 10.0 METERS (32.9 FT) SOUTHEAST FROM THE
 KZ2242'SOUTHEAST BOLT OF A GUARDRAIL BASE ON THE WEST SIDE OF THE ROAD,
 KZ2242'5.8 METERS (18.9 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST BOLT OF A
 KZ2242'GUARDRAIL BASE ON THE EAST SIDE OF THE ROAD, 11.8 METERS (38.6 FT)
 KZ2242'WEST-SOUTHWEST FROM A NAIL AND WASHER IN A 14 INCH DIAMETER LOCUST
 KZ2242'TREE ON THE SOUTH EDGE OF THE CREEK ON THE EAST SIDE OF THE ROAD,
 KZ2242'4.0 METERS (13.3 FT) EAST FROM THE CENTERLINE OF BEVELHEIMER ROAD,
 KZ2242'0.9 METERS (3 FT) WEST FROM A FRANKLIN COUNTY ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2243 ***********************************************************************
 KZ2243  DESIGNATION -  FRANK 82 AZ MK
 KZ2243  PID         -  KZ2243
 KZ2243  STATE/COUNTY-  OH/FRANKLIN
 KZ2243  USGS QUAD   -  NEW ALBANY (1982)
 KZ2243
 KZ2243                         *CURRENT SURVEY CONTROL
 KZ2243  ___________________________________________________________________
 KZ2243* NAD 83(1995)-  40 07 14.93747(N)    082 47 28.70343(W)     ADJUSTED  
 KZ2243* NAVD 88     -       330.3    (meters)    1084.     (feet)  VERTCON   
 KZ2243  ___________________________________________________________________
 KZ2243  X           -     612,900.349 (meters)                     COMP
 KZ2243  Y           -  -4,845,692.834 (meters)                     COMP
 KZ2243  Z           -   4,088,443.410 (meters)                     COMP
 KZ2243  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 KZ2243  ELLIP HEIGHT-         295.67  (meters)          (10/07/05) GPS OBS
 KZ2243  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2243
 KZ2243  HORZ ORDER  -  FIRST
 KZ2243  ELLP ORDER  -  FOURTH    CLASS I
 KZ2243
 KZ2243.The horizontal coordinates were established by GPS observations
 KZ2243.and adjusted by the National Geodetic Survey in April 1998..
 KZ2243
 KZ2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2243
 KZ2243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2243
 KZ2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2243
 KZ2243.The ellipsoidal height was determined by GPS observations
 KZ2243.and is referenced to NAD 83.
 KZ2243
 KZ2243.The geoid height was determined by GEOID03.
 KZ2243
 KZ2243;                    North         East     Units Scale Factor Converg.
 KZ2243;SPC OH S     -   235,487.940   575,167.694   MT  1.00001848   -0 11 05.4
 KZ2243;SPC OH N     -    50,474.390   575,166.305   MT  1.00007453   -0 11 28.9
 KZ2243;UTM  17      - 4,442,704.617   347,360.166   MT  0.99988682   -1 09 16.4
 KZ2243
 KZ2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2243!SPC OH S     -   0.99995362  x   1.00001848  =   0.99997210
 KZ2243!SPC OH N     -   0.99995362  x   1.00007453  =   1.00002815
 KZ2243!UTM  17      -   0.99995362  x   0.99988682  =   0.99984044
 KZ2243
 KZ2243                          SUPERSEDED SURVEY CONTROL
 KZ2243
 KZ2243  ELLIP H (04/01/98)  295.61   (m)                       GP(       ) 4 1
 KZ2243  NAD 83(1986)-  40 07 14.94389(N)    082 47 28.70967(W) AD(       ) 1
 KZ2243  NGVD 29 (09/26/89)  330.4    (m)         1084.     (f) GPS OBS        
 KZ2243
 KZ2243.Superseded values are not recommended for survey control.
 KZ2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2243.See file dsdata.txt to determine how the superseded data were derived.
 KZ2243
 KZ2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4736042705(NAD 83)
 KZ2243_MARKER: DD = SURVEY DISK
 KZ2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2243_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2243+STABILITY: SURFACE MOTION
 KZ2243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2243+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2243
 KZ2243  HISTORY     - Date     Condition        Report By
 KZ2243  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2243
 KZ2243                          STATION DESCRIPTION
 KZ2243
 KZ2243'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2243'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI)
 KZ2243'NORTH-NORTHEAST OF NEW ALBANY,
 KZ2243'7.6 KM (4.7 MI) EAST-NORTHEAST OF THE EAST END OF THE DAM AT HOOVER
 KZ2243'RESERVOIR,
 KZ2243'0.72 KM (0.45 MI) SOUTH OF THE FRANKLIN COUNTY-DELAWARE COUNTY
 KZ2243'LINE, ON THE WEST SIDE OF BEVELHEIMER ROAD IN PLAIN TOWNSHIP.
 KZ2243'OWNERSHIP--TOWNSHIP OF PLAIN.
 KZ2243'
 KZ2243'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 605 AND 62 IN
 KZ2243'NEW ALBANY, GO EAST AND NORTHEAST FOR 1.6 KM (1.0 MI) ON ROUTE 62
 KZ2243'TO THE INTERSECTION OF BEVELHEIMER ROAD ON THE LEFT.   TURN LEFT AND G
 KZ2243'NORTH FOR 0.72 KM (0.45 MI) ON BEVELHEIMER ROAD TO CENTRAL COLLEGE
 KZ2243'ROAD.
 KZ2243'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.6 KM (1.0 MI) ON
 KZ2243'BEVELHEIMER ROAD TO WALNUT STREET.
 KZ2243'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.05 KM (0.65 MI) ON
 KZ2243'BEVELHEIMER ROAD TO THE STATION ON THE LEFT JUST NORTH OF HOUSE
 KZ2243'NUMBER 8075 AND IN THE MIDDLE OF A TURN-IN TO A FIELD.
 KZ2243'
 KZ2243'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 82 AZ MK
 KZ2243'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2243'DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED 2.3 METERS (7.4 FT)
 KZ2243'SOUTH-SOUTHEAST FROM A NAIL AND WASHER IN THE EAST FENCE POST OF AN
 KZ2243'EAST-WEST FENCE LINE, 10.9 METERS (35.9 FT) NORTHWEST FROM A NAIL
 KZ2243'AND WASHER IN A 10 INCH DIAMETER TREE ON THE EAST SIDE OF THE ROAD,
 KZ2243'1.9 METERS (6.2 FT) NORTH-NORTHEAST FROM A NAIL AND WASHER IN A 12
 KZ2243'INCH DIAMETER STUMP POST ON THE SOUTH SIDE OF THE ENTRANCE TO A FARM
 KZ2243'FIELD, 4.2 METERS (13.8 FT) WEST FROM THE CENTERLINE OF BEVELHEIMER
 KZ2243'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2244 ***********************************************************************
 KZ2244  DESIGNATION -  FRANK 83
 KZ2244  PID         -  KZ2244
 KZ2244  STATE/COUNTY-  OH/FRANKLIN
 KZ2244  USGS QUAD   -  SUNBURY (1981)
 KZ2244
 KZ2244                         *CURRENT SURVEY CONTROL
 KZ2244  ___________________________________________________________________
 KZ2244* NAD 83(1995)-  40 07 37.26811(N)    082 50 35.23349(W)     ADJUSTED  
 KZ2244* NAVD 88     -       304.6    (meters)     999.     (feet)  VERTCON   
 KZ2244  ___________________________________________________________________
 KZ2244  X           -     608,460.287 (meters)                     COMP
 KZ2244  Y           -  -4,845,785.272 (meters)                     COMP
 KZ2244  Z           -   4,088,953.603 (meters)                     COMP
 KZ2244  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 KZ2244  ELLIP HEIGHT-         270.08  (meters)          (10/07/05) GPS OBS
 KZ2244  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2244
 KZ2244  HORZ ORDER  -  FIRST
 KZ2244  ELLP ORDER  -  FOURTH    CLASS I
 KZ2244
 KZ2244.The horizontal coordinates were established by GPS observations
 KZ2244.and adjusted by the National Geodetic Survey in April 1998..
 KZ2244
 KZ2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2244
 KZ2244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2244
 KZ2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2244
 KZ2244.The ellipsoidal height was determined by GPS observations
 KZ2244.and is referenced to NAD 83.
 KZ2244
 KZ2244.The geoid height was determined by GEOID03.
 KZ2244
 KZ2244;                    North         East     Units Scale Factor Converg.
 KZ2244;SPC OH S     -   236,192.222   570,753.475   MT  1.00001988   -0 13 03.8
 KZ2244;SPC OH N     -    51,179.259   570,751.934   MT  1.00007276   -0 13 31.5
 KZ2244;UTM  17      - 4,443,483.433   342,959.049   MT  0.99990360   -1 11 17.2
 KZ2244
 KZ2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2244!SPC OH S     -   0.99995763  x   1.00001988  =   0.99997751
 KZ2244!SPC OH N     -   0.99995763  x   1.00007276  =   1.00003039
 KZ2244!UTM  17      -   0.99995763  x   0.99990360  =   0.99986124
 KZ2244
 KZ2244|---------------------------------------------------------------------|
 KZ2244| PID    Reference Object                     Distance      Geod. Az  |
 KZ2244|                                                           dddmmss.s |
 KZ2244| KZ2245 FRANK 83 AZ MK                      297.999 METERS 17628     |
 KZ2244|---------------------------------------------------------------------|
 KZ2244
 KZ2244                          SUPERSEDED SURVEY CONTROL
 KZ2244
 KZ2244  ELLIP H (04/01/98)  270.02   (m)                       GP(       ) 4 1
 KZ2244  NAD 83(1986)-  40 07 37.27491(N)    082 50 35.23941(W) AD(       ) 1
 KZ2244  NGVD 29 (09/26/89)  304.7    (m)         1000.     (f) GPS OBS        
 KZ2244
 KZ2244.Superseded values are not recommended for survey control.
 KZ2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2244.See file dsdata.txt to determine how the superseded data were derived.
 KZ2244
 KZ2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4295943483(NAD 83)
 KZ2244_MARKER: I = METAL ROD
 KZ2244_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2244_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2244_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2244+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2244
 KZ2244  HISTORY     - Date     Condition        Report By
 KZ2244  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2244
 KZ2244                          STATION DESCRIPTION
 KZ2244
 KZ2244'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2244'THE STATION IS LOCATED ABOUT 2.82 KM (1.75 MI)
 KZ2244'SOUTH OF HARLEM,
 KZ2244'5.8 KM (3.6 MI) NORTHWEST OF NEW ALBANY,
 KZ2244'3.78 KM (2.35 MI) NORTHEAST OF THE EAST END OF THE DAM AT HOOVER
 KZ2244'RESERVOIR,
 KZ2244'0.24 KM (0.15 MI) SOUTH OF FRANKLIN COUNTY-DELAWARE COUNTY LINE, ON
 KZ2244'THE EAST SIDE OF HARLEM ROAD IN PLAIN TOWNSHIP.
 KZ2244'OWNERSHIP--FRANKLIN COUNTY.
 KZ2244'
 KZ2244'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 161 AND U.S.
 KZ2244'ROUTE 62 IN NEW ALBANY, GO WESTERLY FOR 2.17 KM (1.35 MI) ON STATE
 KZ2244'ROUTE 161 TO THE INTERSECTION RIGHT OF HARLEM ROAD.   TURN RIGHT AND G
 KZ2244'NORTH FOR 3.78 KM (2.35 MI) ON HARLEM ROAD TO THE INTERSECTION OF
 KZ2244'WALNUT STREET.
 KZ2244'CONTINUE STRAIGHT AHEAD AND GO NORTH AND NORTH-NORTHWEST FOR 1.53 KM
 KZ2244'(0.95 MI) ON HARLEM ROAD TO THE STATION ON THE RIGHT NEAR THE
 KZ2244'PROPERTY LINE BETWEEN HOUSE NUMBERS 8280 AND 8270.
 KZ2244'
 KZ2244'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2244'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 83 1987---, AND IS
 KZ2244'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2244'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 2.7 METERS (9 FT) AND IS
 KZ2244'RECESSED 12 CM BELOW GROUND.  LOCATED 13.9 METERS (45.7 FT)
 KZ2244'NORTHEAST FROM THE EDGE OF POLE NUMBER 229A62 ON THE WEST SIDE OF
 KZ2244'THE ROAD, 2.2 METERS (7.2 FT) EAST FROM THE EAST EDGE OF THE HARLEM
 KZ2244'ROAD PAVING, 31.9 METERS (104.7 FT) SOUTH FROM THE EDGE OF A 24 INCH
 KZ2244'DIAMETER OAK TREE ON THE EAST SIDE OF THE ROAD, 31.5 METERS (103.5
 KZ2244'FT) NORTH-NORTHWEST FROM THE EDGE OF A 14 INCH DIAMETER MAPLE TREE,
 KZ2244'4.9 METERS (16.1 FT) EAST FROM THE CENTERLINE OF HARLEM ROAD, 0.6
 KZ2244'METERS (2 FT) WEST FROM A FRANKLIN COUNTY ENGINEER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2245 ***********************************************************************
 KZ2245  DESIGNATION -  FRANK 83 AZ MK
 KZ2245  PID         -  KZ2245
 KZ2245  STATE/COUNTY-  OH/FRANKLIN
 KZ2245  USGS QUAD   -  NEW ALBANY (1982)
 KZ2245
 KZ2245                         *CURRENT SURVEY CONTROL
 KZ2245  ___________________________________________________________________
 KZ2245* NAD 83(1995)-  40 07 27.62480(N)    082 50 34.45951(W)     ADJUSTED  
 KZ2245* NAVD 88     -       305.3    (meters)    1002.     (feet)  VERTCON   
 KZ2245  ___________________________________________________________________
 KZ2245  X           -     608,502.421 (meters)                     COMP
 KZ2245  Y           -  -4,845,973.728 (meters)                     COMP
 KZ2245  Z           -   4,088,726.622 (meters)                     COMP
 KZ2245  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 KZ2245  ELLIP HEIGHT-         270.79  (meters)          (10/07/05) GPS OBS
 KZ2245  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ2245
 KZ2245  HORZ ORDER  -  FIRST
 KZ2245  ELLP ORDER  -  FOURTH    CLASS I
 KZ2245
 KZ2245.The horizontal coordinates were established by GPS observations
 KZ2245.and adjusted by the National Geodetic Survey in April 1998..
 KZ2245
 KZ2245.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2245
 KZ2245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2245
 KZ2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2245
 KZ2245.The ellipsoidal height was determined by GPS observations
 KZ2245.and is referenced to NAD 83.
 KZ2245
 KZ2245.The geoid height was determined by GEOID03.
 KZ2245
 KZ2245;                    North         East     Units Scale Factor Converg.
 KZ2245;SPC OH S     -   235,894.714   570,770.671   MT  1.00001927   -0 13 03.3
 KZ2245;SPC OH N     -    50,881.733   570,769.091   MT  1.00007352   -0 13 31.0
 KZ2245;UTM  17      - 4,443,185.711   342,971.202   MT  0.99990355   -1 11 16.4
 KZ2245
 KZ2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2245!SPC OH S     -   0.99995752  x   1.00001927  =   0.99997679
 KZ2245!SPC OH N     -   0.99995752  x   1.00007352  =   1.00003104
 KZ2245!UTM  17      -   0.99995752  x   0.99990355  =   0.99986108
 KZ2245
 KZ2245|---------------------------------------------------------------------|
 KZ2245| PID    Reference Object                     Distance      Geod. Az  |
 KZ2245|                                                           dddmmss.s |
 KZ2245| KZ2244 FRANK 83                            297.999 METERS 35628     |
 KZ2245|---------------------------------------------------------------------|
 KZ2245
 KZ2245                          SUPERSEDED SURVEY CONTROL
 KZ2245
 KZ2245  ELLIP H (04/01/98)  270.74   (m)                       GP(       ) 4 1
 KZ2245  NAD 83(1986)-  40 07 27.63162(N)    082 50 34.46549(W) AD(       ) 1
 KZ2245  NGVD 29 (09/26/89)  305.4    (m)         1002.     (f) GPS OBS        
 KZ2245
 KZ2245.Superseded values are not recommended for survey control.
 KZ2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2245.See file dsdata.txt to determine how the superseded data were derived.
 KZ2245
 KZ2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4297143186(NAD 83)
 KZ2245_MARKER: DD = SURVEY DISK
 KZ2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2245_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2245+STABILITY: SURFACE MOTION
 KZ2245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2245+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2245
 KZ2245  HISTORY     - Date     Condition        Report By
 KZ2245  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2245
 KZ2245                          STATION DESCRIPTION
 KZ2245
 KZ2245'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2245'THE STATION IS LOCATED ABOUT 3.14 KM (1.95 MI)
 KZ2245'SOUTH OF HARLEM,
 KZ2245'5.5 KM (3.4 MI) NORTHWEST OF NEW ALBANY,
 KZ2245'3.62 KM (2.25 MI) EAST-NORTHEAST OF THE EAST END OF THE DAM AT
 KZ2245'HOOVER RESERVOIR,
 KZ2245'0.56 KM (0.35 MI) SOUTH OF THE FRANKLIN COUNTY-DELAWARE COUNTY
 KZ2245'LINE, ON THE WEST SIDE OF HARLEM ROAD IN PLAIN TOWNSHIP.
 KZ2245'OWNERSHIP--FRANKLIN COUNTY.
 KZ2245'
 KZ2245'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 161 AND U.S.
 KZ2245'ROUTE 62 IN NEW ALBANY, GO WESTERLY FOR 2.17 KM (1.35 MI) ON STATE
 KZ2245'ROUTE 161 TO THE INTERSECTION OF HARLEM ROAD.   TURN RIGHT AND GO
 KZ2245'NORTH FOR 3.78 KM (2.35 MI) ON HARLEM ROAD TO THE INTERSECTION OF
 KZ2245'WALNUT STREET.  CONTINUE STRAIGHT AHEAD AND GO NORTH AND
 KZ2245'NORTH-NORTHWEST FOR 1.21 KM (0.75 MI) ON HARLEM ROAD TO THE GRAVEL
 KZ2245'ENTRANCE ROAD TO A COLUMBUS AND SOUTHERN OHIO ELECTRIC COMPANY
 KZ2245'SUBSTATION AND THE STATION ON THE LEFT AT THE SOUTH SIDE OF THE
 KZ2245'DRIVE AND ABOUT 42 METERS (138 FT) SOUTHWEST FROM HARLEM ROAD.
 KZ2245'
 KZ2245'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 83 AZ MK
 KZ2245'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2245'DIAMETER RECESSED 7 CM BELOW GROUND.  LOCATED 3.4 METERS (11.0 FT)
 KZ2245'SOUTH FROM THE CENTERLINE OF THE GRAVEL DRIVE TO THE SUBSTATION,
 KZ2245'41.9 METERS (137.5 FT) SOUTHWEST FROM A POWER POLE NUMBER 229A68
 KZ2245'NEAR THE NORTH ENTRANCE DRIVE TO THE SUBSTATION, 39.2 METERS (128.5
 KZ2245'FT) WEST-SOUTHWEST FROM THE BASE OF A GUY WIRE FOR POLE NUMBER
 KZ2245'229A68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2246 ***********************************************************************
 KZ2246  DESIGNATION -  FRANK 84
 KZ2246  PID         -  KZ2246
 KZ2246  STATE/COUNTY-  OH/FRANKLIN
 KZ2246  USGS QUAD   -  GALENA (1983)
 KZ2246
 KZ2246                         *CURRENT SURVEY CONTROL
 KZ2246  ___________________________________________________________________
 KZ2246* NAD 83(1995)-  40 07 46.55401(N)    082 53 08.67662(W)     ADJUSTED  
 KZ2246* NAVD 88     -       277.4    (meters)     910.     (feet)  VERTCON   
 KZ2246  ___________________________________________________________________
 KZ2246  X           -     604,829.840 (meters)                     COMP
 KZ2246  Y           -  -4,846,032.787 (meters)                     COMP
 KZ2246  Z           -   4,089,155.097 (meters)                     COMP
 KZ2246  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 KZ2246  ELLIP HEIGHT-         242.92  (meters)          (10/07/05) GPS OBS
 KZ2246  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ2246
 KZ2246  HORZ ORDER  -  FIRST
 KZ2246  ELLP ORDER  -  FOURTH    CLASS I
 KZ2246
 KZ2246.The horizontal coordinates were established by GPS observations
 KZ2246.and adjusted by the National Geodetic Survey in April 1998..
 KZ2246
 KZ2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2246
 KZ2246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2246
 KZ2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2246
 KZ2246.The ellipsoidal height was determined by GPS observations
 KZ2246.and is referenced to NAD 83.
 KZ2246
 KZ2246.The geoid height was determined by GEOID03.
 KZ2246
 KZ2246;                    North         East     Units Scale Factor Converg.
 KZ2246;SPC OH S     -   236,493.299   567,121.659   MT  1.00002047   -0 14 41.1
 KZ2246;SPC OH N     -    51,480.870   567,119.971   MT  1.00007203   -0 15 12.3
 KZ2246;UTM  17      - 4,443,845.950   339,333.251   MT  0.99991778   -1 12 56.4
 KZ2246
 KZ2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2246!SPC OH S     -   0.99996189  x   1.00002047  =   0.99998236
 KZ2246!SPC OH N     -   0.99996189  x   1.00007203  =   1.00003392
 KZ2246!UTM  17      -   0.99996189  x   0.99991778  =   0.99987968
 KZ2246
 KZ2246|---------------------------------------------------------------------|
 KZ2246| PID    Reference Object                     Distance      Geod. Az  |
 KZ2246|                                                           dddmmss.s |
 KZ2246| KZ2247 FRANK 84 AZ MK                      298.157 METERS 20206     |
 KZ2246|---------------------------------------------------------------------|
 KZ2246
 KZ2246                          SUPERSEDED SURVEY CONTROL
 KZ2246
 KZ2246  ELLIP H (04/01/98)  242.86   (m)                       GP(       ) 4 1
 KZ2246  NAD 83(1986)-  40 07 46.56076(N)    082 53 08.68280(W) AD(       ) 1
 KZ2246  NGVD 29 (09/26/89)  277.5    (m)          910.     (f) GPS OBS        
 KZ2246
 KZ2246.Superseded values are not recommended for survey control.
 KZ2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2246.See file dsdata.txt to determine how the superseded data were derived.
 KZ2246
 KZ2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3933343846(NAD 83)
 KZ2246_MARKER: I = METAL ROD
 KZ2246_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2246_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2246_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2246+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2246
 KZ2246  HISTORY     - Date     Condition        Report By
 KZ2246  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2246
 KZ2246                          STATION DESCRIPTION
 KZ2246
 KZ2246'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2246'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 KZ2246'NORTHEAST OF THE CENTER OF WESTERVILLE,
 KZ2246'0.4 KM (0.25 MI) WEST-SOUTHWEST OF THE WEST END OF THE FRANKLIN
 KZ2246'COUNTY-DELAWARE COUNTY LINE ROAD BRIDGE OVER THE HOOVER RESERVOIR,
 KZ2246'2.4 KM (1.5 MI) NORTH OF THE HOOVER DAM, ON THE WEST SIDE OF HOOVER
 KZ2246'RESERVOIR AND ON THE EAST SIDE OF SUNBURY ROAD.
 KZ2246'OWNERSHIP--FRANKLIN COUNTY.
 KZ2246'
 KZ2246'TO REACH THE STATION FROM THE INTERSECTION OF STATE STREET (ROUTE
 KZ2246'3) AND MAIN STREET IN WESTERVILLE, GO NORTH FOR
 KZ2246'0.72 KM (0.45 MI) ON STATE STREET TO COUNTY LINE ROAD (SMOTHERS
 KZ2246'ROAD).
 KZ2246'TURN RIGHT AND GO EAST FOR 2.6 KM (1.6 MI) ON COUNTY LINE ROAD TO
 KZ2246'SPRING ROAD.
 KZ2246'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 1.53 KM (0.95 MI) ON COUNTY
 KZ2246'LINE ROAD TO SUNBURY ROAD.
 KZ2246'TURN RIGHT AND GO SOUTH-SOUTHWEST FOR 0.24 KM (0.15 MI) ON SUNBURY
 KZ2246'ROAD TO THE STATION ON THE LEFT JUST PAST A POWER LINE CROSSING AND
 KZ2246'AT THE EAST SIDE OF A DRIVEWAY ENTRANCE TO A ONE STORY BUILDING
 KZ2246'KNOWN AS LAKEVIEW HAIR DESIGNS.
 KZ2246'
 KZ2246'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2246'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 84 1987---, AND IS
 KZ2246'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2246'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 4.9 METERS (16 FT) AND IS
 KZ2246'RECESSED 10 CM BELOW GROUND.  LOCATED 3.3 METERS (11.0 FT) SOUTHEAST
 KZ2246'FROM THE BASE OF A WOOD MAILBOX POST ON THE EAST SIDE OF A DRIVEWAY,
 KZ2246'2.5 METERS (8.1 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE TOP OF
 KZ2246'THE EAST END OF A CONCRETE CULVERT PIPE, 3.9 METERS (12.7 FT)
 KZ2246'WEST-NORTHWEST FROM THE BASE OF A FIVE INCH DIAMETER METAL POLE
 KZ2246'NORTHEAST OF A LARGE BOULDER, 12.5 METERS (41.0 FT) NORTH FROM THE
 KZ2246'BASE OF A TWO INCH DIAMETER IRON POST ON THE WEST SIDE OF A
 KZ2246'DRIVEWAY, 0.6 METERS (2 FT) WEST FROM A FRANKLIN COUNTY ENGINEER
 KZ2246'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2247 ***********************************************************************
 KZ2247  DESIGNATION -  FRANK 84 AZ MK
 KZ2247  PID         -  KZ2247
 KZ2247  STATE/COUNTY-  OH/FRANKLIN
 KZ2247  USGS QUAD   -  GALENA (1983)
 KZ2247
 KZ2247                         *CURRENT SURVEY CONTROL
 KZ2247  ___________________________________________________________________
 KZ2247* NAD 83(1995)-  40 07 37.59705(N)    082 53 13.41296(W)     ADJUSTED  
 KZ2247* NAVD 88     -       276.3    (meters)     906.     (feet)  VERTCON   
 KZ2247  ___________________________________________________________________
 KZ2247  X           -     604,740.507 (meters)                     COMP
 KZ2247  Y           -  -4,846,222.522 (meters)                     COMP
 KZ2247  Z           -   4,088,943.141 (meters)                     COMP
 KZ2247  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 KZ2247  ELLIP HEIGHT-         241.81  (meters)          (10/07/05) GPS OBS
 KZ2247  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ2247
 KZ2247  HORZ ORDER  -  FIRST
 KZ2247  ELLP ORDER  -  FOURTH    CLASS I
 KZ2247
 KZ2247.The horizontal coordinates were established by GPS observations
 KZ2247.and adjusted by the National Geodetic Survey in April 1998..
 KZ2247
 KZ2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2247
 KZ2247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2247
 KZ2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2247
 KZ2247.The ellipsoidal height was determined by GPS observations
 KZ2247.and is referenced to NAD 83.
 KZ2247
 KZ2247.The geoid height was determined by GEOID03.
 KZ2247
 KZ2247;                    North         East     Units Scale Factor Converg.
 KZ2247;SPC OH S     -   236,217.510   567,008.338   MT  1.00001990   -0 14 44.1
 KZ2247;SPC OH N     -    51,205.084   567,006.602   MT  1.00007274   -0 15 15.4
 KZ2247;UTM  17      - 4,443,572.149   339,215.285   MT  0.99991825   -1 12 59.2
 KZ2247
 KZ2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2247!SPC OH S     -   0.99996207  x   1.00001990  =   0.99998197
 KZ2247!SPC OH N     -   0.99996207  x   1.00007274  =   1.00003480
 KZ2247!UTM  17      -   0.99996207  x   0.99991825  =   0.99988032
 KZ2247
 KZ2247|---------------------------------------------------------------------|
 KZ2247| PID    Reference Object                     Distance      Geod. Az  |
 KZ2247|                                                           dddmmss.s |
 KZ2247| KZ2246 FRANK 84                            298.157 METERS 02206     |
 KZ2247|---------------------------------------------------------------------|
 KZ2247
 KZ2247                          SUPERSEDED SURVEY CONTROL
 KZ2247
 KZ2247  ELLIP H (04/01/98)  241.75   (m)                       GP(       ) 4 1
 KZ2247  NAD 83(1986)-  40 07 37.60383(N)    082 53 13.41905(W) AD(       ) 1
 KZ2247  NGVD 29 (09/26/89)  276.4    (m)          907.     (f) GPS OBS        
 KZ2247
 KZ2247.Superseded values are not recommended for survey control.
 KZ2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2247.See file dsdata.txt to determine how the superseded data were derived.
 KZ2247
 KZ2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3921543572(NAD 83)
 KZ2247_MARKER: DD = SURVEY DISK
 KZ2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2247_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2247+STABILITY: SURFACE MOTION
 KZ2247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2247+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2247
 KZ2247  HISTORY     - Date     Condition        Report By
 KZ2247  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2247
 KZ2247                          STATION DESCRIPTION
 KZ2247
 KZ2247'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2247'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 KZ2247'EAST-NORTHEAST OF WESTERVILLE,
 KZ2247'0.6 KM (0.4 MI) SOUTHWEST OF THE WEST END OF THE FRANKLIN
 KZ2247'COUNTY-DELAWARE COUNTY LINE ROAD BRIDGE OVER THE HOOVER RESERVOIR,
 KZ2247'2.1 KM (1.3 MI) NORTH OF THE DAM AT HOOVER RESERVOIR, ON THE WEST
 KZ2247'SIDE OF HOOVER RESERVOIR, AND ON THE WEST SIDE OF SUNBURY ROAD.
 KZ2247'OWNERSHIP--FRANKLIN COUNTY.
 KZ2247'
 KZ2247'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 3 (STATE
 KZ2247'STREET) AND MAIN STREET IN WESTERVILLE, GO NORTH FOR
 KZ2247'0.72 KM (0.45 MI) ON ROUTE 3 (STATE STREET) TO COUNTY LINE ROAD
 KZ2247'(SMOTHERS ROAD).
 KZ2247'TURN RIGHT AND GO EAST FOR 2.6 KM (1.6 MI) ON COUNTY LINE ROAD TO
 KZ2247'SPRING ROAD.
 KZ2247'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 1.53 KM (0.95 MI) ON COUNTY
 KZ2247'LINE ROAD TO SUNBURY ROAD.
 KZ2247'TURN RIGHT AND GO SOUTH-SOUTHWEST FOR 0.5 KM (0.3 MI) ON SUNBURY
 KZ2247'ROAD TO THE STATION ON THE RIGHT AT THE GUARDRAIL ON THE SOUTH SIDE
 KZ2247'OF A LONG GRAVEL DRIVEWAY TO A SINGLE HOUSE SET BACK SEVERAL
 KZ2247'HUNDRED FEET FROM THE ROAD.
 KZ2247'
 KZ2247'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 84 AZ MK
 KZ2247'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2247'DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED 0.6 METERS (2.0 FT)
 KZ2247'NORTH FROM THE NORTH EDGE OF THE THIRD GUARDRAIL POST FROM THE SOUTH
 KZ2247'EDGE OF THE DRIVE, 1.0 METERS (3.2 FT) SOUTH FROM THE SOUTHWEST EDGE
 KZ2247'OF THE SECOND GUARDRAIL POST FROM THE SOUTH EDGE OF THE DRIVE, 13.5
 KZ2247'METERS (44.4 FT) SOUTH FROM THE SOUTH EDGE OF THE FIRST GUARDRAIL
 KZ2247'POST ON THE NORTH SIDE OF THE DRIVEWAY, 8.4 METERS (27.4 FT)
 KZ2247'SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE GRAVEL DRIVEWAY TO HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2248 ***********************************************************************
 KZ2248  DESIGNATION -  FRANK 85
 KZ2248  PID         -  KZ2248
 KZ2248  STATE/COUNTY-  OH/FRANKLIN
 KZ2248  USGS QUAD   -  GALENA (1983)
 KZ2248
 KZ2248                         *CURRENT SURVEY CONTROL
 KZ2248  ___________________________________________________________________
 KZ2248* NAD 83(1995)-  40 07 56.99617(N)    082 55 58.12234(W)     ADJUSTED  
 KZ2248* NAVD 88     -       265.2    (meters)     870.     (feet)  VERTCON   
 KZ2248  ___________________________________________________________________
 KZ2248  X           -     600,821.983 (meters)                     COMP
 KZ2248  Y           -  -4,846,312.998 (meters)                     COMP
 KZ2248  Z           -   4,089,393.711 (meters)                     COMP
 KZ2248  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 KZ2248  ELLIP HEIGHT-         231.06  (meters)          (10/07/05) GPS OBS
 KZ2248  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KZ2248
 KZ2248  HORZ ORDER  -  FIRST
 KZ2248  ELLP ORDER  -  FOURTH    CLASS I
 KZ2248
 KZ2248.The horizontal coordinates were established by GPS observations
 KZ2248.and adjusted by the National Geodetic Survey in April 1998..
 KZ2248
 KZ2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2248
 KZ2248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2248
 KZ2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2248
 KZ2248.The ellipsoidal height was determined by GPS observations
 KZ2248.and is referenced to NAD 83.
 KZ2248
 KZ2248.The geoid height was determined by GEOID03.
 KZ2248
 KZ2248;                    North         East     Units Scale Factor Converg.
 KZ2248;SPC OH S     -   236,833.560   563,111.431   MT  1.00002113   -0 16 28.7
 KZ2248;SPC OH N     -    51,821.791   563,109.594   MT  1.00007122   -0 17 03.6
 KZ2248;UTM  17      - 4,444,254.094   335,329.747   MT  0.99993382   -1 14 45.9
 KZ2248
 KZ2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2248!SPC OH S     -   0.99996375  x   1.00002113  =   0.99998488
 KZ2248!SPC OH N     -   0.99996375  x   1.00007122  =   1.00003497
 KZ2248!UTM  17      -   0.99996375  x   0.99993382  =   0.99989758
 KZ2248
 KZ2248:                Primary Azimuth Mark                     Grid Az
 KZ2248:SPC OH S     -  FRANK 85 AZ MK                           179 17 50.7
 KZ2248:SPC OH N     -  FRANK 85 AZ MK                           179 18 25.6
 KZ2248:UTM  17      -  FRANK 85 AZ MK                           180 16 07.9
 KZ2248
 KZ2248|---------------------------------------------------------------------|
 KZ2248| PID    Reference Object                     Distance      Geod. Az  |
 KZ2248|                                                           dddmmss.s |
 KZ2248| KZ2249 FRANK 85 AZ MK                      419.946 METERS 1790122.0 |
 KZ2248|---------------------------------------------------------------------|
 KZ2248
 KZ2248                          SUPERSEDED SURVEY CONTROL
 KZ2248
 KZ2248  ELLIP H (04/01/98)  230.98   (m)                       GP(       ) 4 1
 KZ2248  NAD 83(1986)-  40 07 57.00334(N)    082 55 58.12887(W) AD(       ) 1
 KZ2248  NGVD 29 (09/26/89)  265.4    (m)          871.     (f) GPS OBS        
 KZ2248
 KZ2248.Superseded values are not recommended for survey control.
 KZ2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2248.See file dsdata.txt to determine how the superseded data were derived.
 KZ2248
 KZ2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3533044254(NAD 83)
 KZ2248_MARKER: I = METAL ROD
 KZ2248_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2248_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2248_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2248+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003
 KZ2248
 KZ2248  HISTORY     - Date     Condition        Report By
 KZ2248  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2248  HISTORY     - 20030801 GOOD             USPSQD
 KZ2248  HISTORY     - 20030802 GOOD             USPSQD
 KZ2248
 KZ2248                          STATION DESCRIPTION
 KZ2248
 KZ2248'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2248'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 KZ2248'NORTHWEST OF THE CENTER OF THE TOWN OF WESTERVILLE,
 KZ2248'3.2 KM (2.0 MI) EAST OF INTERSTATE 71 ALONG THE FRANKLIN
 KZ2248'COUNTY-DELAWARE COUNTY LINE,
 KZ2248'4.7 KM (2.9 MI) NORTHEAST OF THE INTERSECTION OF INTERSTATES 71 AND
 KZ2248'270 IN NORTHEAST COLUMBUS.
 KZ2248'OWNERSHIP--STATE OF OHIO.
 KZ2248'
 KZ2248'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 3 (STATE
 KZ2248'STREET) AND MAIN STREET IN WESTERVILLE, GO NORTH FOR
 KZ2248'0.72 KM (0.45 MI) ON STATE STREET (ROUTE 3) TO EXECUTIVE DRIVE ON
 KZ2248'THE LEFT AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 KZ2248'INTERSECTION OF EXECUTIVE DRIVE AND NORTH STATE STREET.
 KZ2248'
 KZ2248'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2248'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 85 1987---, AND IS
 KZ2248'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2248'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 11.0 METERS (36 FT) AND
 KZ2248'IS RECESSED 13 CM BELOW GROUND.  LOCATED 5.5 METERS (18.0 FT) WEST
 KZ2248'FROM THE EDGE OF A POWER POLE ON THE WEST EDGE OF NORTH STATE
 KZ2248'STREET, 2.8 METERS (9.1 FT) WEST FROM THE WEST EDGE OF A NORTH-SOUTH
 KZ2248'CONCRETE WALK, 2.8 METERS (9.1 FT) NORTH FROM THE NORTH EDGE OF AN
 KZ2248'EAST-WEST CONCRETE WALK, 7.1 METERS (23.2 FT) EAST-NORTHEAST FROM
 KZ2248'THE NORTHEAST CORNER OF A 4 FT BY 4 FT STONE ENTRANCE MARKER TO OLD
 KZ2248'TOWNE, 0.6 METERS (2 FT) EAST FROM A FRANKLIN COUNTY ENGINEER
 KZ2248'WITNESS POST.
 KZ2248
 KZ2248                          STATION RECOVERY (2003)
 KZ2248
 KZ2248'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ2248'RECOVERED IN GOOD CONDITION.
 KZ2248
 KZ2248                          STATION RECOVERY (2003)
 KZ2248
 KZ2248'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ2248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2249 ***********************************************************************
 KZ2249  DESIGNATION -  FRANK 85 AZ MK
 KZ2249  PID         -  KZ2249
 KZ2249  STATE/COUNTY-  OH/FRANKLIN
 KZ2249  USGS QUAD   -  GALENA (1983)
 KZ2249
 KZ2249                         *CURRENT SURVEY CONTROL
 KZ2249  ___________________________________________________________________
 KZ2249* NAD 83(1995)-  40 07 43.38283(N)    082 55 57.81983(W)     ADJUSTED  
 KZ2249* NAVD 88     -       264.9    (meters)     869.     (feet)  VERTCON   
 KZ2249  ___________________________________________________________________
 KZ2249  X           -     600,862.365 (meters)                     COMP
 KZ2249  Y           -  -4,846,580.511 (meters)                     COMP
 KZ2249  Z           -   4,089,072.504 (meters)                     COMP
 KZ2249  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 KZ2249  ELLIP HEIGHT-         230.81  (meters)          (10/07/05) GPS OBS
 KZ2249  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KZ2249
 KZ2249  HORZ ORDER  -  FIRST
 KZ2249  ELLP ORDER  -  FOURTH    CLASS I
 KZ2249
 KZ2249.The horizontal coordinates were established by GPS observations
 KZ2249.and adjusted by the National Geodetic Survey in April 1998..
 KZ2249
 KZ2249.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2249
 KZ2249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2249
 KZ2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2249
 KZ2249.The ellipsoidal height was determined by GPS observations
 KZ2249.and is referenced to NAD 83.
 KZ2249
 KZ2249.The geoid height was determined by GEOID03.
 KZ2249
 KZ2249;                    North         East     Units Scale Factor Converg.
 KZ2249;SPC OH S     -   236,413.636   563,116.581   MT  1.00002027   -0 16 28.5
 KZ2249;SPC OH N     -    51,401.845   563,114.672   MT  1.00007228   -0 17 03.4
 KZ2249;UTM  17      - 4,443,834.181   335,327.777   MT  0.99993382   -1 14 45.4
 KZ2249
 KZ2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2249!SPC OH S     -   0.99996379  x   1.00002027  =   0.99998406
 KZ2249!SPC OH N     -   0.99996379  x   1.00007228  =   1.00003607
 KZ2249!UTM  17      -   0.99996379  x   0.99993382  =   0.99989762
 KZ2249
 KZ2249:                Primary Azimuth Mark                     Grid Az
 KZ2249:SPC OH S     -  FRANK 85                                 359 17 50.7
 KZ2249:SPC OH N     -  FRANK 85                                 359 18 25.6
 KZ2249:UTM  17      -  FRANK 85                                 000 16 07.6
 KZ2249
 KZ2249|---------------------------------------------------------------------|
 KZ2249| PID    Reference Object                     Distance      Geod. Az  |
 KZ2249|                                                           dddmmss.s |
 KZ2249| KZ2248 FRANK 85                            419.946 METERS 3590122.2 |
 KZ2249|---------------------------------------------------------------------|
 KZ2249
 KZ2249                          SUPERSEDED SURVEY CONTROL
 KZ2249
 KZ2249  ELLIP H (04/01/98)  230.74   (m)                       GP(       ) 4 1
 KZ2249  NAD 83(1986)-  40 07 43.39010(N)    082 55 57.82639(W) AD(       ) 1
 KZ2249  NGVD 29 (09/26/89)  265.1    (m)          870.     (f) GPS OBS        
 KZ2249
 KZ2249.Superseded values are not recommended for survey control.
 KZ2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2249.See file dsdata.txt to determine how the superseded data were derived.
 KZ2249
 KZ2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3532843834(NAD 83)
 KZ2249_MARKER: DD = SURVEY DISK
 KZ2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2249_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2249+STABILITY: SURFACE MOTION
 KZ2249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2249+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2249
 KZ2249  HISTORY     - Date     Condition        Report By
 KZ2249  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2249  HISTORY     - 20030801 MARK NOT FOUND   USPSQD
 KZ2249  HISTORY     - 20030802 MARK NOT FOUND   USPSQD
 KZ2249
 KZ2249                          STATION DESCRIPTION
 KZ2249
 KZ2249'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2249'THE STATION IS LOCATED ABOUT 1.9 KM (1.3 MI)
 KZ2249'NORTHWEST OF THE CENTER OF TOWN OF WESTERVILLE,
 KZ2249'4.2 KM (2.6 MI) EAST-NORTHEAST OF THE JUNCTION OF INTERSTATES 270
 KZ2249'AND 71 AT INTERCHANGE 119/26,
 KZ2249'3.14 KM (1.95 MI) NORTH-NORTHWEST OF THE JUNCTION OF INTERSTATE 270
 KZ2249'AND STATE ROUTE 3 AT INTERCHANGE 29, AND IN THE SOUTHWEST QUADRANT
 KZ2249'OF THE INTERSECTION OF STATE ROUTE 3 (NORTH STATE STREET) AND WEST
 KZ2249'LINCOLN STREET IN WESTERVILLE.
 KZ2249'OWNERSHIP--STATE OF OHIO.
 KZ2249'
 KZ2249'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 3 (STATE
 KZ2249'STREET) AND MAIN STREET IN WESTERVILLE, GO NORTH-NORTHWEST FOR
 KZ2249'0.24 KM (0.15 MI) ON ROUTE 3 (STATE STREET) TO THE INTERSECTION OF
 KZ2249'WEST LINCOLN STREET AND THE STATION ON THE LEFT IN THE SOUTHWEST
 KZ2249'QUADRANT OF THE INTERSECTION, AND IN FRONT OF HOUSE NUMBER 105
 KZ2249'(J. AUGSPURGER, DENTIST).
 KZ2249'
 KZ2249'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 85 AZ MK
 KZ2249'1987---, SET INTO THE TOP OF A ROUND CONRETE MONUMENT 33 CM IN
 KZ2249'DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED 17.8 METERS (58.4
 KZ2249'FT) SOUTH-SOUTHEAST FROM THE SOUTH EDGE OF A POLE AT THE NORTHWEST
 KZ2249'CORNER OF THE STREET INTERSECTION, 9.7 METERS (31.8 FT)
 KZ2249'SOUTH-SOUTHEAST FROM A STOP SIGN POLE AT THE SOUTHWEST CORNER OF THE
 KZ2249'STREET INTERSECTION, 7.2 METERS (23.5 FT) SOUTHEAST FROM A FOUR INCH
 KZ2249'DIAMETER TREE ON THE NORTH SIDE OF THE WALK TO HOUSE NUMBER 105,
 KZ2249'1.9 METERS (6.3 FT) WEST FROM THE WEST EDGE OF A CURB ON THE WEST
 KZ2249'SIDE OF NORTH STATE STREET.
 KZ2249
 KZ2249                          STATION RECOVERY (2003)
 KZ2249
 KZ2249'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ2249'NEW SIDE WALK WHEN IT WOULD HAVE BEEN
 KZ2249
 KZ2249                          STATION RECOVERY (2003)
 KZ2249
 KZ2249'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ2249'NEW SIDEWALK IN THIS LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2250 ***********************************************************************
 KZ2250  DESIGNATION -  FRANK 86
 KZ2250  PID         -  KZ2250
 KZ2250  STATE/COUNTY-  OH/FRANKLIN
 KZ2250  USGS QUAD   -  GALENA (1983)
 KZ2250
 KZ2250                         *CURRENT SURVEY CONTROL
 KZ2250  ___________________________________________________________________
 KZ2250* NAD 83(1995)-  40 07 54.42075(N)    082 58 26.22762(W)     ADJUSTED  
 KZ2250* NAVD 88     -       276.3    (meters)     906.     (feet)  VERTCON   
 KZ2250  ___________________________________________________________________
 KZ2250  X           -     597,349.325 (meters)                     COMP
 KZ2250  Y           -  -4,846,802.530 (meters)                     COMP
 KZ2250  Z           -   4,089,340.240 (meters)                     COMP
 KZ2250  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 KZ2250  ELLIP HEIGHT-         242.33  (meters)          (10/07/05) GPS OBS
 KZ2250  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KZ2250
 KZ2250  HORZ ORDER  -  FIRST
 KZ2250  ELLP ORDER  -  FOURTH    CLASS I
 KZ2250
 KZ2250.The horizontal coordinates were established by GPS observations
 KZ2250.and adjusted by the National Geodetic Survey in April 1998..
 KZ2250
 KZ2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2250
 KZ2250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2250
 KZ2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2250
 KZ2250.The ellipsoidal height was determined by GPS observations
 KZ2250.and is referenced to NAD 83.
 KZ2250
 KZ2250.The geoid height was determined by GEOID03.
 KZ2250
 KZ2250;                    North         East     Units Scale Factor Converg.
 KZ2250;SPC OH S     -   236,771.729   559,604.650   MT  1.00002096   -0 18 02.6
 KZ2250;SPC OH N     -    51,760.579   559,602.626   MT  1.00007142   -0 18 40.9
 KZ2250;UTM  17      - 4,444,251.741   331,822.702   MT  0.99994819   -1 16 21.4
 KZ2250
 KZ2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2250!SPC OH S     -   0.99996199  x   1.00002096  =   0.99998294
 KZ2250!SPC OH N     -   0.99996199  x   1.00007142  =   1.00003340
 KZ2250!UTM  17      -   0.99996199  x   0.99994819  =   0.99991018
 KZ2250
 KZ2250|---------------------------------------------------------------------|
 KZ2250| PID    Reference Object                     Distance      Geod. Az  |
 KZ2250|                                                           dddmmss.s |
 KZ2250| KZ2251 FRANK 86 AZ MK                      338.481 METERS 35851     |
 KZ2250|---------------------------------------------------------------------|
 KZ2250
 KZ2250                          SUPERSEDED SURVEY CONTROL
 KZ2250
 KZ2250  ELLIP H (04/01/98)  242.26   (m)                       GP(       ) 4 1
 KZ2250  NAD 83(1986)-  40 07 54.42820(N)    082 58 26.23425(W) AD(       ) 1
 KZ2250  NGVD 29 (09/26/89)  276.4    (m)          907.     (f) GPS OBS        
 KZ2250
 KZ2250.Superseded values are not recommended for survey control.
 KZ2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2250.See file dsdata.txt to determine how the superseded data were derived.
 KZ2250
 KZ2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3182344252(NAD 83)
 KZ2250_MARKER: I = METAL ROD
 KZ2250_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2250_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2250_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2250+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003
 KZ2250
 KZ2250  HISTORY     - Date     Condition        Report By
 KZ2250  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2250  HISTORY     - 20030801 GOOD             USPSQD
 KZ2250  HISTORY     - 20030802 GOOD             USPSQD
 KZ2250
 KZ2250                          STATION DESCRIPTION
 KZ2250
 KZ2250'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2250'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI)
 KZ2250'WEST-NORTHWEST OF WESTERVILLE,
 KZ2250'2.6 KM (1.6 MI) NORTH OF THE INTERSECTION OF INTERSTATES 270 AND 71,
 KZ2250'0.5 KM (0.3 MI) SOUTHWEST OF THE INTERSECTION OF THE
 KZ2250'WORTHINGTON-GALENA ROAD AND THE FRANKLIN COUNTY-DELAWARE COUNTY
 KZ2250'LINE.
 KZ2250'OWNERSHIP--FRANKLIN COUNTY.
 KZ2250'
 KZ2250'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 3 (STATE
 KZ2250'STREET) AND MAIN STREET IN WESTERVILLE, GO WEST FOR
 KZ2250'1.4 KM (0.9 MI) ON MAIN STREET TO CLEVELAND AVENUE.
 KZ2250'TURN LEFT AND GO SOUTH FOR 0.08 KM (0.05 MI) ON CLEVELAND AVENUE TO
 KZ2250'WEST MAIN STREET ON THE RIGHT.
 KZ2250'TURN RIGHT AND GO WEST FOR 2.1 KM (1.3 MI) ON WEST MAIN STREET TO
 KZ2250'THE INTERSTATE 71 OVERPASS.
 KZ2250'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.6 KM (0.4 MI) ON WEST
 KZ2250'MAIN STREET (PARK ROAD) TO THE WORTHINGTON-GALENA ROAD.
 KZ2250'TURN RIGHT AND GO NORTHEAST FOR 0.9 KM (0.55 MI) ON THE
 KZ2250'WORTHINGTON-GALENA ROAD TO THE STATION ON THE LEFT ON THE SOUTH
 KZ2250'SIDE OF THE DRIVEWAY ENTRANCE TO THE GRACE BRETHREN CHURCH AND NEAR
 KZ2250'THE CHURCH MAILBOX.
 KZ2250'
 KZ2250'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2250'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 86 1987---, AND IS
 KZ2250'RECESSED 3 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2250'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 4.9 METERS (16 FT) AND IS
 KZ2250'RECESSED 13 CM BELOW GROUND.  LOCATED 6.2 METERS (20.3 FT)
 KZ2250'SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF A CONCRETE HEADWALL ON
 KZ2250'THE SOUTH SIDE OF THE CHURCH DRIVEWAY, 21.2 METERS (69.7 FT)
 KZ2250'SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF A CONCRETE HEADWALL ON
 KZ2250'THE NORTH SIDE OF THE CHURCH DRIVEWAY, 3.6 METERS (11.9 FT)
 KZ2250'WEST-NORTHWEST FROM THE CENTER OF THE TOP OF THE SOUTH END OF THE
 KZ2250'CONCRETE PIPE UNDER THE DRIVEWAY, 12.5 METERS (41.0 FT)
 KZ2250'SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE CHURCH DRIVEWAY, 0.6
 KZ2250'METERS (2 FT) SOUTH FROM A FRANKLIN COUNTY ENGINEER WITNESS POST.
 KZ2250
 KZ2250                          STATION RECOVERY (2003)
 KZ2250
 KZ2250'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ2250'RECOVERED IN GOOD CONDITION.
 KZ2250
 KZ2250                          STATION RECOVERY (2003)
 KZ2250
 KZ2250'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ2250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2251 ***********************************************************************
 KZ2251  DESIGNATION -  FRANK 86 AZ MK
 KZ2251  PID         -  KZ2251
 KZ2251  STATE/COUNTY-  OH/FRANKLIN
 KZ2251  USGS QUAD   -  GALENA (1983)
 KZ2251
 KZ2251                         *CURRENT SURVEY CONTROL
 KZ2251  ___________________________________________________________________
 KZ2251* NAD 83(1995)-  40 08 05.39261(N)    082 58 26.51462(W)     ADJUSTED  
 KZ2251* NAVD 88     -       275.9    (meters)     905.     (feet)  VERTCON   
 KZ2251  ___________________________________________________________________
 KZ2251  X           -     597,315.854 (meters)                     COMP
 KZ2251  Y           -  -4,846,586.504 (meters)                     COMP
 KZ2251  Z           -   4,089,598.679 (meters)                     COMP
 KZ2251  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 KZ2251  ELLIP HEIGHT-         241.86  (meters)          (10/07/05) GPS OBS
 KZ2251  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KZ2251
 KZ2251  HORZ ORDER  -  FIRST
 KZ2251  ELLP ORDER  -  FOURTH    CLASS I
 KZ2251
 KZ2251.The horizontal coordinates were established by GPS observations
 KZ2251.and adjusted by the National Geodetic Survey in April 1998..
 KZ2251
 KZ2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2251
 KZ2251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2251
 KZ2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2251
 KZ2251.The ellipsoidal height was determined by GPS observations
 KZ2251.and is referenced to NAD 83.
 KZ2251
 KZ2251.The geoid height was determined by GEOID03.
 KZ2251
 KZ2251;                    North         East     Units Scale Factor Converg.
 KZ2251;SPC OH S     -   237,110.180   559,599.632   MT  1.00002166   -0 18 02.8
 KZ2251;SPC OH N     -    52,099.048   559,597.670   MT  1.00007056   -0 18 41.1
 KZ2251;UTM  17      - 4,444,590.203   331,823.426   MT  0.99994818   -1 16 21.8
 KZ2251
 KZ2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2251!SPC OH S     -   0.99996206  x   1.00002166  =   0.99998372
 KZ2251!SPC OH N     -   0.99996206  x   1.00007056  =   1.00003262
 KZ2251!UTM  17      -   0.99996206  x   0.99994818  =   0.99991024
 KZ2251
 KZ2251|---------------------------------------------------------------------|
 KZ2251| PID    Reference Object                     Distance      Geod. Az  |
 KZ2251|                                                           dddmmss.s |
 KZ2251| KZ2250 FRANK 86                            338.481 METERS 17851     |
 KZ2251|---------------------------------------------------------------------|
 KZ2251
 KZ2251                          SUPERSEDED SURVEY CONTROL
 KZ2251
 KZ2251  ELLIP H (04/01/98)  241.79   (m)                       GP(       ) 4 1
 KZ2251  NAD 83(1986)-  40 08 05.40018(N)    082 58 26.52124(W) AD(       ) 1
 KZ2251  NGVD 29 (09/26/89)  276.0    (m)          906.     (f) GPS OBS        
 KZ2251
 KZ2251.Superseded values are not recommended for survey control.
 KZ2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2251.See file dsdata.txt to determine how the superseded data were derived.
 KZ2251
 KZ2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3182344590(NAD 83)
 KZ2251_MARKER: DD = SURVEY DISK
 KZ2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2251_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2251+STABILITY: SURFACE MOTION
 KZ2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2251+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2003
 KZ2251
 KZ2251  HISTORY     - Date     Condition        Report By
 KZ2251  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2251  HISTORY     - 20030801 GOOD             USPSQD
 KZ2251  HISTORY     - 20030802 GOOD             USPSQD
 KZ2251
 KZ2251                          STATION DESCRIPTION
 KZ2251
 KZ2251'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2251'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI)
 KZ2251'WEST-NORTHWEST OF WESTERVILLE,
 KZ2251'2.6 KM (1.6 MI) NORTH OF THE JUNCTION OF INTERSTATES 270 AND 71 AT
 KZ2251'INTERCHANGE 119/26, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 KZ2251'OF LAZELLE ROAD (THE FRANKLIN COUNTY-DELAWARE COUNTY LINE ROAD) AND
 KZ2251'CHURCH DRIVE IN NORTH COLUMBUS.
 KZ2251'OWNERSHIP--GRACE BRETHREN CHURCH, ADM. OFFICE 6675
 KZ2251'WORTHINGTON-GALENA ROAD, COLUMBUS, OHIO, PHONE NUMBER (614)888-7733.
 KZ2251'
 KZ2251'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 3 (STATE
 KZ2251'STREET) AND MAIN STREET IN WESTERVILLE, GO WEST FOR
 KZ2251'1.4 KM (0.9 MI) ON MAIN STREET TO CLEVELAND AVENUE.
 KZ2251'TURN LEFT AND GO SOUTH FOR 0.08 KM (0.05 MI) ON CLEVELAND AVENUE TO
 KZ2251'WEST MAIN STREET ON THE RIGHT.
 KZ2251'TURN RIGHT AND GO WEST FOR 2.1 KM (1.3 MI) ON WEST MAIN STREET TO
 KZ2251'THE INTERSTATE 71 OVERPASS.
 KZ2251'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.6 KM (0.4 MI) ON WEST
 KZ2251'MAIN STREET (PARK ROAD) TO THE WORTHINGTON-GALENA ROAD.
 KZ2251'TURN RIGHT AND GO NORTHEAST FOR 1.13 KM (0.7 MI) ON THE
 KZ2251'WORTHINGTON-GALENA ROAD TO THE INTERSECTION LEFT OF LAZELLE ROAD.
 KZ2251'TURN LEFT AND GO WESTERLY FOR 0.24 KM (0.15 MI) ON LAZELLE ROAD TO
 KZ2251'THE INTERSECTION OF CHURCH DRIVE LEFT, FOX HAVEN COURT RIGHT, AND
 KZ2251'THE STATION ON THE WEST SIDE OF CHURCH DRIVE ABOUT 15 METERS (50
 KZ2251'FT) SOUTH OF LAZELLE ROAD.
 KZ2251'
 KZ2251'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 86 AZ MK
 KZ2251'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2251'DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED 14.2 METERS (46.6 FT)
 KZ2251'WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A SIGN ON THE EAST SIDE
 KZ2251'OF THE DRIVE MARKED--GRACE BRETHREN CHURCH--, 16.2 METERS (53.0 FT)
 KZ2251'SOUTH FROM THE CENTERLINE OF LAZELLE ROAD, 29.8 METERS (97.9 FT)
 KZ2251'SOUTH-SOUTHEAST FROM THE EDGE OF A POWER POLE ON THE NORTH SIDE OF
 KZ2251'LAZELLE ROAD WEST OF FOX HAVEN COURT, 0.8 METERS (2.7 FT) WEST FROM
 KZ2251'THE WEST EDGE OF THE CHURCH DRIVEWAY, 0.6 METERS (2 FT) EAST FROM A
 KZ2251'FRANKLIN COUNTY ENGINEER WITNESS POST.
 KZ2251
 KZ2251                          STATION RECOVERY (2003)
 KZ2251
 KZ2251'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ2251'RECOVERED IN GOOD CONDITION.
 KZ2251
 KZ2251                          STATION RECOVERY (2003)
 KZ2251
 KZ2251'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ2251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2252 ***********************************************************************
 KZ2252  DESIGNATION -  FRANK 89
 KZ2252  PID         -  KZ2252
 KZ2252  STATE/COUNTY-  OH/FRANKLIN
 KZ2252  USGS QUAD   -  POWELL (1988)
 KZ2252
 KZ2252                         *CURRENT SURVEY CONTROL
 KZ2252  ___________________________________________________________________
 KZ2252* NAD 83(1995)-  40 08 10.85510(N)    083 06 55.05712(W)     ADJUSTED  
 KZ2252* NAVD 88     -       247.3    (meters)     811.     (feet)  VERTCON   
 KZ2252  ___________________________________________________________________
 KZ2252  X           -     585,349.254 (meters)                     COMP
 KZ2252  Y           -  -4,847,915.102 (meters)                     COMP
 KZ2252  Z           -   4,089,709.219 (meters)                     COMP
 KZ2252  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 KZ2252  ELLIP HEIGHT-         213.51  (meters)          (10/07/05) GPS OBS
 KZ2252  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KZ2252
 KZ2252  HORZ ORDER  -  FIRST
 KZ2252  ELLP ORDER  -  FOURTH    CLASS I
 KZ2252
 KZ2252.The horizontal coordinates were established by GPS observations
 KZ2252.and adjusted by the National Geodetic Survey in October 2005..
 KZ2252
 KZ2252.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2252
 KZ2252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2252
 KZ2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2252
 KZ2252.The ellipsoidal height was determined by GPS observations
 KZ2252.and is referenced to NAD 83.
 KZ2252
 KZ2252.The geoid height was determined by GEOID03.
 KZ2252
 KZ2252;                    North         East     Units Scale Factor Converg.
 KZ2252;SPC OH S     -   237,351.282   547,561.609   MT  1.00002201   -0 23 25.5
 KZ2252;SPC OH N     -    52,342.729   547,559.114   MT  1.00007013   -0 24 15.2
 KZ2252;UTM  17      - 4,445,035.611   319,791.809   MT  0.99999979   -1 21 50.1
 KZ2252
 KZ2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2252!SPC OH S     -   0.99996651  x   1.00002201  =   0.99998852
 KZ2252!SPC OH N     -   0.99996651  x   1.00007013  =   1.00003663
 KZ2252!UTM  17      -   0.99996651  x   0.99999979  =   0.99996630
 KZ2252
 KZ2252:                Primary Azimuth Mark                     Grid Az
 KZ2252:SPC OH S     -  FRANK 89 AZ MK                           158 00 16.5
 KZ2252:SPC OH N     -  FRANK 89 AZ MK                           158 01 06.2
 KZ2252:UTM  17      -  FRANK 89 AZ MK                           158 58 41.1
 KZ2252
 KZ2252|---------------------------------------------------------------------|
 KZ2252| PID    Reference Object                     Distance      Geod. Az  |
 KZ2252|                                                           dddmmss.s |
 KZ2252| KZ2253 FRANK 89 AZ MK                      APPROX. 0.6 KM 1573651.0 |
 KZ2252|---------------------------------------------------------------------|
 KZ2252
 KZ2252                          SUPERSEDED SURVEY CONTROL
 KZ2252
 KZ2252  NAD 83(1995)-  40 08 10.85897(N)    083 06 55.05338(W) AD(       ) 1
 KZ2252  ELLIP H (04/01/98)  213.26   (m)                       GP(       ) 4 1
 KZ2252  NAD 83(1986)-  40 08 10.86174(N)    083 06 55.06503(W) AD(       ) 1
 KZ2252  NGVD 29 (09/26/89)  247.4    (m)          812.     (f) GPS OBS        
 KZ2252
 KZ2252.Superseded values are not recommended for survey control.
 KZ2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2252.See file dsdata.txt to determine how the superseded data were derived.
 KZ2252
 KZ2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE1979245036(NAD 83)
 KZ2252_MARKER: I = METAL ROD
 KZ2252_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KZ2252_SP_SET: OBJECT DRIVEN INTO GROUND
 KZ2252_MAGNETIC: I = MARKER IS A STEEL ROD
 KZ2252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2252+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2252
 KZ2252  HISTORY     - Date     Condition        Report By
 KZ2252  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2252  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 KZ2252
 KZ2252                          STATION DESCRIPTION
 KZ2252
 KZ2252'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2252'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 KZ2252'NORTH OF THE CENTER OF DUBLIN,
 KZ2252'1.6 KM (1.0 MI) WEST OF SAWMILL ROAD,
 KZ2252'0.5 KM (0.3 MI) NORTH OF SUMMIT VIEW LANE,
 KZ2252'0.5 KM (0.3 MI) SOUTH OF THE DELAWARE COUNTY-FRANKLIN COUNTY LINE
 KZ2252'AT ROUTE 257 INTERSECTION.
 KZ2252'OWNERSHIP--STATE OF OHIO.
 KZ2252'
 KZ2252'TO REACH THE STATION FROM THE POST OFFICE IN DUBLIN, GO
 KZ2252'SOUTH FOR 0.16 KM (0.1 MI) ON SHAWAN FALLS DRIVE TO HIGHWAY 161.
 KZ2252'TURN LEFT AND GO EAST FOR 0.72 KM (0.45 MI) ON HIGHWAY 161 TO THE
 KZ2252'SCIOTO RIVER.
 KZ2252'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.24 KM (0.15 MI) ON
 KZ2252'HIGHWAY 161 TO HIGHWAY 257.  TURN LEFT AND GO NORTHERLY FOR 3.7 KM
 KZ2252'(2.3 MI) ON HIGHWAY 257 TO SUMMIT VIEW ROAD ON THE RIGHT.
 KZ2252'CONTINUE STRAIGHT AHEAD AND GO NORTH-NORTHWEST FOR
 KZ2252'0.48 KM (0.3 MI) ON HIGHWAY 257 TO THE STATION ON THE RIGHT ABOUT
 KZ2252'24 METERS (80 FT) SOUTH FROM FOREST HILL DRIVE.
 KZ2252'
 KZ2252'THE STATION IS A STANDARD NGS THREE DIMENSIONAL MARK.  THE LOGO
 KZ2252'FLANGE WITH ACCESS COVER IS STAMPED---FRANK 89 1987---, AND IS
 KZ2252'RECESSED 1 CM BELOW GROUND.  THE STATION IS A 9/16 INCH DIAMETER
 KZ2252'STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 1.8 METERS (6 FT) AND IS
 KZ2252'RECESSED 5.1 CM BELOW GROUND.  LOCATED 17.6 METERS (57.7 FT)
 KZ2252'SOUTH-SOUTHEAST FROM THE SOUTH EDGE OF A STREET SIGN POLE AT THE
 KZ2252'SOUTHEAST CORNER OF THE ROAD INTERSECTION, 17.1 METERS (56.2 FT)
 KZ2252'SOUTH-SOUTHEAST FROM THE SOUTH EDGE OF A WOOD POWER POLE AT THE
 KZ2252'SOUTHEAST CORNER OF THE ROAD INTERSECTION, 6.5 METERS (21.4 FT)
 KZ2252'NORTH FROM A DRILL HOLE IN A CHISELED SQUARE ON TOP OF A LARGE
 KZ2252'BOULDER ON THE EAST SIDE OF THE ROAD, 5.6 METERS (18.5 FT)
 KZ2252'EAST-NORTHEAST FROM THE EAST EDGE OF THE ROUTE 257 PAVING, 0.6
 KZ2252'METERS (2 FT) WEST FROM A FRANKLIN COUNTY ENGINEER WITNESS POST.
 KZ2252
 KZ2252                          STATION RECOVERY (2005)
 KZ2252
 KZ2252'RECOVERY NOTE BY US POWER SQUADRON 2005
 KZ2252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2253 ***********************************************************************
 KZ2253  DESIGNATION -  FRANK 89 AZ MK
 KZ2253  PID         -  KZ2253
 KZ2253  STATE/COUNTY-  OH/FRANKLIN
 KZ2253  USGS QUAD   -  POWELL (1988)
 KZ2253
 KZ2253                         *CURRENT SURVEY CONTROL
 KZ2253  ___________________________________________________________________
 KZ2253* NAD 83(1995)-  40 07 53.33556(N)    083 06 45.65624(W)     ADJUSTED  
 KZ2253* NAVD 88     -       247.7    (meters)     813.     (feet)  VERTCON   
 KZ2253  ___________________________________________________________________
 KZ2253  X           -     585,612.012 (meters)                     COMP
 KZ2253  Y           -  -4,848,234.528 (meters)                     COMP
 KZ2253  Z           -   4,089,296.330 (meters)                     COMP
 KZ2253  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 KZ2253  ELLIP HEIGHT-         213.91  (meters)          (10/07/05) GPS OBS
 KZ2253  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KZ2253
 KZ2253  HORZ ORDER  -  FIRST
 KZ2253  ELLP ORDER  -  FOURTH    CLASS I
 KZ2253
 KZ2253.The horizontal coordinates were established by GPS observations
 KZ2253.and adjusted by the National Geodetic Survey in October 2005..
 KZ2253
 KZ2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2253
 KZ2253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2253
 KZ2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2253
 KZ2253.The ellipsoidal height was determined by GPS observations
 KZ2253.and is referenced to NAD 83.
 KZ2253
 KZ2253.The geoid height was determined by GEOID03.
 KZ2253
 KZ2253;                    North         East     Units Scale Factor Converg.
 KZ2253;SPC OH S     -   236,809.403   547,780.491   MT  1.00002089   -0 23 19.5
 KZ2253;SPC OH N     -    51,800.770   547,777.878   MT  1.00007150   -0 24 09.0
 KZ2253;UTM  17      - 4,444,490.103   320,001.450   MT  0.99999886   -1 21 43.5
 KZ2253
 KZ2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2253!SPC OH S     -   0.99996644  x   1.00002089  =   0.99998733
 KZ2253!SPC OH N     -   0.99996644  x   1.00007150  =   1.00003794
 KZ2253!UTM  17      -   0.99996644  x   0.99999886  =   0.99996530
 KZ2253
 KZ2253:                Primary Azimuth Mark                     Grid Az
 KZ2253:SPC OH S     -  FRANK 89                                 338 00 16.6
 KZ2253:SPC OH N     -  FRANK 89                                 338 01 06.1
 KZ2253:UTM  17      -  FRANK 89                                 338 58 40.6
 KZ2253
 KZ2253|---------------------------------------------------------------------|
 KZ2253| PID    Reference Object                     Distance      Geod. Az  |
 KZ2253|                                                           dddmmss.s |
 KZ2253| KZ2252 FRANK 89                            APPROX. 0.6 KM 3373657.1 |
 KZ2253|---------------------------------------------------------------------|
 KZ2253
 KZ2253                          SUPERSEDED SURVEY CONTROL
 KZ2253
 KZ2253  NAD 83(1995)-  40 07 53.33556(N)    083 06 45.65624(W) AD(       ) 1
 KZ2253  ELLIP H (04/01/98)  213.66   (m)                       GP(       ) 4 1
 KZ2253  NAD 83(1986)-  40 07 53.33922(N)    083 06 45.66662(W) AD(       ) 1
 KZ2253  NGVD 29 (09/26/89)  247.9    (m)          813.     (f) GPS OBS        
 KZ2253
 KZ2253.Superseded values are not recommended for survey control.
 KZ2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2253.See file dsdata.txt to determine how the superseded data were derived.
 KZ2253
 KZ2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE2000144490(NAD 83)
 KZ2253_MARKER: DD = SURVEY DISK
 KZ2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ2253_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2253+STABILITY: SURFACE MOTION
 KZ2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2253+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ2253
 KZ2253  HISTORY     - Date     Condition        Report By
 KZ2253  HISTORY     - 1987     MONUMENTED       OH-049
 KZ2253  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 KZ2253
 KZ2253                          STATION DESCRIPTION
 KZ2253
 KZ2253'DESCRIBED BY FRANKLIN COUNTY OHIO 1987 (TJA)
 KZ2253'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 KZ2253'SOUTH-SOUTHEAST OF THE OSHAUGHNESSY DAM,
 KZ2253'4.1 KM (2.55 MI) NORTH-NORTHEAST OF THE JUNCTION OF INTERSTATE 270
 KZ2253'AND U.S. ROUTE 33 (STATE ROUTE 161) AT INTERCHANGE 17,
 KZ2253'3.14 KM (1.95 MI) NORTHWEST OF THE JUNCTION OF INTERSTATE 270 AND
 KZ2253'SAWMILL ROAD AT INTERCHANGE 20,
 KZ2253'0.08 KM (0.05 MI) SOUTH OF JUNCTION OF STATE ROUTE 257 (THE
 KZ2253'DUBLIN-PROSPECT ROAD) AND SUMMIT VIEW ROAD, AND WITHIN THE CITY
 KZ2253'LIMITS OF DUBLIN.
 KZ2253'OWNERSHIP--STATE OF OHIO.
 KZ2253'
 KZ2253'TO REACH THE STATION FROM THE POST OFFICE IN DUBLIN, GO
 KZ2253'SOUTH FOR 0.16 KM (0.1 MI) ON SHAWAN FALLS DRIVE TO HIGHWAY 161.
 KZ2253'TURN LEFT AND GO EAST FOR 0.72 KM (0.45 MI) ON HIGHWAY 161 TO THE
 KZ2253'SCIOTO RIVER.
 KZ2253'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.24 KM (0.15 MI) ON
 KZ2253'HIGHWAY 161 TO HIGHWAY 257.  TURN LEFT AND GO NORTHERLY FOR 3.62 KM
 KZ2253'(2.25 MI) ON HIGHWAY 257 TO THE STATION ON THE RIGHT JUST NORTH OF
 KZ2253'THE DRIVEWAY TO HOUSE NUMBER 8000.
 KZ2253'
 KZ2253'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---FRANK 89 AZ MK
 KZ2253'1987---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM IN
 KZ2253'DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED 25.3 METERS (82.9
 KZ2253'FT) SOUTH FROM THE SOUTH EDGE OF A POWER POLE ON THE EAST SIDE OF
 KZ2253'ROUTE 257 (RIVERSIDE DRIVE), 10.0 METERS (32.8 FT) NORTH-NORTHWEST
 KZ2253'FROM THE NORTH EDGE OF A SMALL PINE TREE ON THE SOUTH SIDE OF THE
 KZ2253'DRIVE TO HOUSE NUMBER 8000, 9.4 METERS (30.8 FT) NORTH FROM THE
 KZ2253'NORTHWEST CORNER OF A MAILBOX POST FOR HOUSE NUMBER 8000, 3.0 METERS
 KZ2253'(9.7 FT) EAST FROM THE EAST EDGE OF THE ROUTE 257 PAVING.
 KZ2253
 KZ2253                          STATION RECOVERY (2005)
 KZ2253
 KZ2253'RECOVERY NOTE BY US POWER SQUADRON 2005
 KZ2253'FLOWER BED OVER MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0586 ***********************************************************************
 MC0586  DESIGNATION -  FRANK AZ MK
 MC0586  PID         -  MC0586
 MC0586  STATE/COUNTY-  OH/WOOD
 MC0586  USGS QUAD   -  HOYTVILLE (1977)
 MC0586
 MC0586                         *CURRENT SURVEY CONTROL
 MC0586  ___________________________________________________________________
 MC0586* NAD 83(1986)-  41 12 17.     (N)    083 48 15.     (W)     SCALED    
 MC0586* NAVD 88     -       214.535  (meters)     703.85   (feet)  POSTED    
 MC0586  ___________________________________________________________________
 MC0586  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 MC0586  DYNAMIC HT  -         214.440 (meters)     703.54  (feet)  COMP
 MC0586  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 MC0586
 MC0586  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MC0586
 MC0586.The horizontal coordinates were scaled from a topographic map and have
 MC0586.an estimated accuracy of +/- 6 seconds.
 MC0586
 MC0586.The orthometric height was determined by differential leveling
 MC0586.and adjusted by the National Geodetic Survey in 1992..
 MC0586.No vertical observational check was made to the station.
 MC0586.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MC0586.was located on a no-check spur therefore a value was not computed.
 MC0586
 MC0586.The geoid height was determined by GEOID03.
 MC0586
 MC0586.The dynamic height is computed by dividing the NAVD 88
 MC0586.geopotential number by the normal gravity value computed on the
 MC0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0586.degrees latitude (g = 980.6199 gals.).
 MC0586
 MC0586.The modeled gravity was interpolated from observed gravity values.
 MC0586
 MC0586;                    North         East    Units  Estimated Accuracy
 MC0586;SPC OH N     -   171,610.      490,620.      MT  (+/- 180 meters Scaled)
 MC0586
 MC0586                          SUPERSEDED SURVEY CONTROL
 MC0586
 MC0586  NGVD 29 (??/??/92)  214.723  (m)          704.47   (f) ADJ UNCH    1 1
 MC0586
 MC0586.Superseded values are not recommended for survey control.
 MC0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0586.See file dsdata.txt to determine how the superseded data were derived.
 MC0586
 MC0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF648652(NAD 83)
 MC0586_MARKER: DZ = AZIMUTH MARK DISK
 MC0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0586_SP_SET: CONCRETE POST
 MC0586_STAMPING: FRANK 1943
 MC0586_MARK LOGO: CGS   
 MC0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0586+STABILITY: SURFACE MOTION
 MC0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0586+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 MC0586
 MC0586  HISTORY     - Date     Condition        Report By
 MC0586  HISTORY     - 1943     MONUMENTED       CGS
 MC0586  HISTORY     - 1968     GOOD             CGS
 MC0586  HISTORY     - 19921023 GOOD             NGS
 MC0586  HISTORY     - 20041119 GOOD             INDIV
 MC0586
 MC0586                          STATION DESCRIPTION
 MC0586
 MC0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0586'1.7 MI NW FROM HOYTVILLE.
 MC0586'ABOUT 1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0586'THE CROSSING OF STATE HIGHWAY 18 AT HOYTVILLE, THENCE 0.7 MILE
 MC0586'NORTH ALONG WESTON ROAD, 41 1/2 FEET NORTHEAST OF THE CENTER OF
 MC0586'THE INTERSECTION OF STATE HIGHWAY 18 AND THE ROAD, 35 FEET EAST
 MC0586'OF THE CENTER LINE OF THE ROAD, 21 FEET NORTH OF THE CENTER LINE
 MC0586'OF THE HIGHWAY, 19 FEET EAST OF A TELEPHONE POLE, IN LINE WITH
 MC0586'A ROW OF POLES, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 MC0586'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF
 MC0586'THE GROUND.
 MC0586
 MC0586                          STATION RECOVERY (1992)
 MC0586
 MC0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0586'8.4 KM (5.20 MI)  EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0586'POST OFFICE IN DESHLER, THENCE 1.2 KM (0.75 MI)  NORTHEAST ALONG
 MC0586'WESTON ROAD, 10.8 M (35.4 FT)  EAST OF THE ROAD CENTER, 6.5 M
 MC0586'(21.3 FT)  NORTH OF THE CENTER OF STATE HIGHWAY 18, 0.5 M (1.6 FT)
 MC0586'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT)  SOUTH OF A WITNESS
 MC0586'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 MC0586
 MC0586                          STATION RECOVERY (2004)
 MC0586
 MC0586'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DET)
 MC0586'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0592 ***********************************************************************
 MC0592  DESIGNATION -  FRANK AZ MK 2
 MC0592  PID         -  MC0592
 MC0592  STATE/COUNTY-  OH/WOOD
 MC0592  USGS QUAD   -  HOYTVILLE (1977)
 MC0592
 MC0592                         *CURRENT SURVEY CONTROL
 MC0592  ___________________________________________________________________
 MC0592* NAD 83(1986)-  41 12 18.     (N)    083 50 32.     (W)     SCALED    
 MC0592* NAVD 88     -       215.613  (meters)     707.39   (feet)  POSTED    
 MC0592  ___________________________________________________________________
 MC0592  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 MC0592  DYNAMIC HT  -         215.510 (meters)     707.05  (feet)  COMP
 MC0592  MODELED GRAV-     980,158.7   (mgal)                       NAVD 88
 MC0592
 MC0592  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MC0592
 MC0592.The horizontal coordinates were scaled from a topographic map and have
 MC0592.an estimated accuracy of +/- 6 seconds.
 MC0592
 MC0592.The orthometric height was determined by differential leveling
 MC0592.and adjusted by the National Geodetic Survey in 1992..
 MC0592.No vertical observational check was made to the station.
 MC0592.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MC0592.was located on a no-check spur therefore a value was not computed.
 MC0592
 MC0592.The geoid height was determined by GEOID03.
 MC0592
 MC0592.The dynamic height is computed by dividing the NAVD 88
 MC0592.geopotential number by the normal gravity value computed on the
 MC0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0592.degrees latitude (g = 980.6199 gals.).
 MC0592
 MC0592.The modeled gravity was interpolated from observed gravity values.
 MC0592
 MC0592;                    North         East    Units  Estimated Accuracy
 MC0592;SPC OH N     -   171,690.      487,430.      MT  (+/- 180 meters Scaled)
 MC0592
 MC0592                          SUPERSEDED SURVEY CONTROL
 MC0592
 MC0592  NGVD 29 (??/??/92)  215.805  (m)          708.02   (f) ADJ UNCH    1 1
 MC0592
 MC0592.Superseded values are not recommended for survey control.
 MC0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0592.See file dsdata.txt to determine how the superseded data were derived.
 MC0592
 MC0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF616654(NAD 83)
 MC0592_MARKER: DZ = AZIMUTH MARK DISK
 MC0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0592_SP_SET: CONCRETE POST
 MC0592_STAMPING: FRANK NO 2 1943
 MC0592_MARK LOGO: CGS   
 MC0592_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0592+STABILITY: SURFACE MOTION
 MC0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0592+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0592
 MC0592  HISTORY     - Date     Condition        Report By
 MC0592  HISTORY     - 1943     MONUMENTED       CGS
 MC0592  HISTORY     - 1968     GOOD             CGS
 MC0592  HISTORY     - 19921023 GOOD             NGS
 MC0592
 MC0592                          STATION DESCRIPTION
 MC0592
 MC0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0592'3.5 MI NW FROM HOYTVILLE.
 MC0592'ABOUT 3.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0592'THE CROSSING OF STATE HIGHWAY 18 AT HOYTVILLE, THENCE 0.5 MILE
 MC0592'NORTH ALONG CUSTAR ROAD, ABOUT 65 YARDS NORTH AND ACROSS STATE
 MC0592'HIGHWAY 18 FROM THE NORTHWEST CORNER OF THE CHURCH OF THE BRETHERN,
 MC0592'146 FEET NORTH OF THE CENTER OF THE INTERSECTION OF STATE
 MC0592'HIGHWAY 18 AND CUSTAR ROAD, 17 FEET EAST OF THE CENTER LINE OF
 MC0592'THE ROAD, 8 FEET SOUTH OF TELEPHONE POLE 352-86, 2 FEET BELOW THE
 MC0592'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MC0592'3 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE NO 2 STAMPING
 MC0592'WAS ADDED ON THE DISK BY THIS PARTY.
 MC0592
 MC0592                          STATION RECOVERY (1992)
 MC0592
 MC0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0592'5.1 KM (3.15 MI)  EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0592'POST OFFICE IN DESHLER, THENCE 0.8 KM (0.50 MI)  NORTHERLY ALONG
 MC0592'CUSTER ROAD, 44.3 M (145.3 FT)  NORTH OF THE CENTERLINE OF STATE
 MC0592'HIGHWAY 18, 5.4 M (17.7 FT)  EAST OF THE ROAD CENTER, 2.0 M (6.6 FT)
 MC0592'SOUTH OF UTILITY POLE NUMBER 352 86 WITH A GUY CABLE, 0.5 M (1.6 FT)
 MC0592'BELOW THE LEVEL OF THE ROAD, 0.2 M (0.7 FT)  WEST OF A WITNESS POST,
 MC0592'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)  ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0587 ***********************************************************************
 MC0587  DESIGNATION -  FRANK RM 1
 MC0587  PID         -  MC0587
 MC0587  STATE/COUNTY-  OH/WOOD
 MC0587  USGS QUAD   -  HOYTVILLE (1977)
 MC0587
 MC0587                         *CURRENT SURVEY CONTROL
 MC0587  ___________________________________________________________________
 MC0587* NAD 83(1986)-  41 12 42.     (N)    083 48 12.     (W)     SCALED    
 MC0587* NAVD 88     -       213.323  (meters)     699.88   (feet)  POSTED    
 MC0587  ___________________________________________________________________
 MC0587  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC0587  DYNAMIC HT  -         213.230 (meters)     699.57  (feet)  COMP
 MC0587  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 MC0587
 MC0587  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MC0587
 MC0587.The horizontal coordinates were scaled from a topographic map and have
 MC0587.an estimated accuracy of +/- 6 seconds.
 MC0587
 MC0587.The orthometric height was determined by differential leveling
 MC0587.and adjusted by the National Geodetic Survey in 1992..
 MC0587.No vertical observational check was made to the station.
 MC0587.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MC0587.was located on a no-check spur therefore a value was not computed.
 MC0587
 MC0587.The geoid height was determined by GEOID03.
 MC0587
 MC0587.The dynamic height is computed by dividing the NAVD 88
 MC0587.geopotential number by the normal gravity value computed on the
 MC0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0587.degrees latitude (g = 980.6199 gals.).
 MC0587
 MC0587.The modeled gravity was interpolated from observed gravity values.
 MC0587
 MC0587;                    North         East    Units  Estimated Accuracy
 MC0587;SPC OH N     -   172,380.      490,710.      MT  (+/- 180 meters Scaled)
 MC0587
 MC0587                          SUPERSEDED SURVEY CONTROL
 MC0587
 MC0587  NGVD 29 (??/??/92)  213.512  (m)          700.50   (f) ADJ UNCH    1 1
 MC0587
 MC0587.Superseded values are not recommended for survey control.
 MC0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0587.See file dsdata.txt to determine how the superseded data were derived.
 MC0587
 MC0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF649660(NAD 83)
 MC0587_MARKER: DR = REFERENCE MARK DISK
 MC0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0587_STAMPING: FRANK NO 1 1943
 MC0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0587+STABILITY: SURFACE MOTION
 MC0587
 MC0587  HISTORY     - Date     Condition        Report By
 MC0587  HISTORY     - 1943     MONUMENTED       CGS
 MC0587  HISTORY     - 1968     GOOD             NGS
 MC0587  HISTORY     - 1984     GOOD             USPSQD
 MC0587  HISTORY     - 19921022 MARK NOT FOUND   NGS
 MC0587
 MC0587                          STATION DESCRIPTION
 MC0587
 MC0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0587'2.2 MI NW FROM HOYTVILLE.
 MC0587'ABOUT 1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0587'THE CROSSING OF STATE HIGHWAY 18 AT HOYTVILLE, THENCE 1.2
 MC0587'MILES NORTH ALONG WESTON ROAD, 120.1 FEET EAST-SOUTHEAST OF THE
 MC0587'STATION MARK DESCRIBED, 166 FEET EAST OF THE CENTER OF THE
 MC0587'INTERSECTION OF WESTON ROAD AND OIL CENTER ROAD, 17 1/2 FEET
 MC0587'NORTH OF THE CENTER LINE OF OIL CENTER ROAD, ABOUT LEVEL WITH THE
 MC0587'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 MC0587'ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE DISK AND THE TOP OF
 MC0587'THE POST HAS BEEN SCRAPED BY FARM MACHINERY BUT IS SOLID IN THE
 MC0587'GROUND.
 MC0587
 MC0587                          STATION RECOVERY (1984)
 MC0587
 MC0587'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0587'RECOVERED IN GOOD CONDITION.
 MC0587
 MC0587                          STATION RECOVERY (1992)
 MC0587
 MC0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0587'THE MONUMENT WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0589 ***********************************************************************
 MC0589  DESIGNATION -  FRANK RM 2
 MC0589  PID         -  MC0589
 MC0589  STATE/COUNTY-  OH/WOOD
 MC0589  USGS QUAD   -  HOYTVILLE (1977)
 MC0589
 MC0589                         *CURRENT SURVEY CONTROL
 MC0589  ___________________________________________________________________
 MC0589* NAD 83(1986)-  41 12 42.     (N)    083 48 12.     (W)     SCALED    
 MC0589* NAVD 88     -       213.428  (meters)     700.22   (feet)  POSTED    
 MC0589  ___________________________________________________________________
 MC0589  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC0589  DYNAMIC HT  -         213.330 (meters)     699.90  (feet)  COMP
 MC0589  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 MC0589
 MC0589  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MC0589
 MC0589.The horizontal coordinates were scaled from a topographic map and have
 MC0589.an estimated accuracy of +/- 6 seconds.
 MC0589
 MC0589.The orthometric height was determined by differential leveling
 MC0589.and adjusted by the National Geodetic Survey in 1992..
 MC0589.No vertical observational check was made to the station.
 MC0589.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MC0589.was located on a no-check spur therefore a value was not computed.
 MC0589
 MC0589.The geoid height was determined by GEOID03.
 MC0589
 MC0589.The dynamic height is computed by dividing the NAVD 88
 MC0589.geopotential number by the normal gravity value computed on the
 MC0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0589.degrees latitude (g = 980.6199 gals.).
 MC0589
 MC0589.The modeled gravity was interpolated from observed gravity values.
 MC0589
 MC0589;                    North         East    Units  Estimated Accuracy
 MC0589;SPC OH N     -   172,380.      490,710.      MT  (+/- 180 meters Scaled)
 MC0589
 MC0589                          SUPERSEDED SURVEY CONTROL
 MC0589
 MC0589  NGVD 29 (??/??/92)  213.617  (m)          700.84   (f) ADJ UNCH    1 1
 MC0589
 MC0589.Superseded values are not recommended for survey control.
 MC0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0589.See file dsdata.txt to determine how the superseded data were derived.
 MC0589
 MC0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF649660(NAD 83)
 MC0589_MARKER: DR = REFERENCE MARK DISK
 MC0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0589_STAMPING: FRANK NO 2 1943
 MC0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0589+STABILITY: SURFACE MOTION
 MC0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0589+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 MC0589
 MC0589  HISTORY     - Date     Condition        Report By
 MC0589  HISTORY     - 1943     MONUMENTED       CGS
 MC0589  HISTORY     - 1968     GOOD             NGS
 MC0589  HISTORY     - 1984     GOOD             USPSQD
 MC0589  HISTORY     - 19921022 MARK NOT FOUND   NGS
 MC0589  HISTORY     - 20050901 GOOD             OHDT
 MC0589
 MC0589                          STATION DESCRIPTION
 MC0589
 MC0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0589'2.2 MI NW FROM HOYTVILLE.
 MC0589'ABOUT 1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0589'THE CROSSING OF STATE HIGHWAY 18 AT HOYTVILLE, THENCE 1.2 MILES
 MC0589'NORTH ALONG WESTON ROAD, 114 FEET NORTH-NORTHWEST OF THE STATION
 MC0589'MARK DESCRIBED, 154 FEET NORTH OF THE CENTER OF THE INTERSECTION
 MC0589'OF WESTON ROAD AND OIL CENTER ROAD, 18 1/2 FEET EAST OF THE CENTER
 MC0589'LINE OF WESTON ROAD, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 MC0589'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 MC0589'GROUND.
 MC0589
 MC0589                          STATION RECOVERY (1984)
 MC0589
 MC0589'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0589'RECOVERED IN GOOD CONDITION.
 MC0589
 MC0589                          STATION RECOVERY (1992)
 MC0589
 MC0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0589'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.
 MC0589
 MC0589                          STATION RECOVERY (2005)
 MC0589
 MC0589'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2005 (MDB)
 MC0589'MARK RECOVERED USING THE 1968 DESCIPTION.  MARK IS NOW 6 INCHES BELOW
 MC0589'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1515 ***********************************************************************
 MC1515  DESIGNATION -  FRANKFORD
 MC1515  PID         -  MC1515
 MC1515  STATE/COUNTY-  OH/LUCAS
 MC1515  USGS QUAD   -  BERKEY (1982)
 MC1515
 MC1515                         *CURRENT SURVEY CONTROL
 MC1515  ___________________________________________________________________
 MC1515* NAD 83(1995)-  41 38 37.80384(N)    083 51 21.86995(W)     ADJUSTED  
 MC1515* NAVD 88     -       210.6    (meters)     691.     (feet)  GPS OBS   
 MC1515  ___________________________________________________________________
 MC1515  X           -     510,891.151 (meters)                     COMP
 MC1515  Y           -  -4,746,090.623 (meters)                     COMP
 MC1515  Z           -   4,216,240.020 (meters)                     COMP
 MC1515  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MC1515  ELLIP HEIGHT-         175.35  (meters)          (10/07/05) GPS OBS
 MC1515  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC1515
 MC1515  HORZ ORDER  -  FIRST
 MC1515  ELLP ORDER  -  FOURTH    CLASS I
 MC1515
 MC1515.The horizontal coordinates were established by GPS observations
 MC1515.and adjusted by the National Geodetic Survey in April 1998..
 MC1515
 MC1515.The orthometric height was determined by GPS observations and a
 MC1515.high-resolution geoid model.
 MC1515
 MC1515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1515
 MC1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1515
 MC1515.The ellipsoidal height was determined by GPS observations
 MC1515.and is referenced to NAD 83.
 MC1515
 MC1515.The geoid height was determined by GEOID03.
 MC1515
 MC1515;                    North         East     Units Scale Factor Converg.
 MC1515;SPC OH N     -   220,440.440   487,029.544   MT  0.99998965   -0 53 27.1
 MC1515;UTM  17      - 4,614,173.946   262,140.576   MT  1.00029629   -1 53 55.5
 MC1515
 MC1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1515!SPC OH N     -   0.99997250  x   0.99998965  =   0.99996215
 MC1515!UTM  17      -   0.99997250  x   1.00029629  =   1.00026878
 MC1515
 MC1515:                Primary Azimuth Mark                     Grid Az
 MC1515:SPC OH N     -  WHITEHOUSE MUNICIPAL TANK                162 47 32.7
 MC1515:UTM  17      -  WHITEHOUSE MUNICIPAL TANK                163 48 01.1
 MC1515
 MC1515|---------------------------------------------------------------------|
 MC1515| PID    Reference Object                     Distance      Geod. Az  |
 MC1515|                                                           dddmmss.s |
 MC1515| MC1517 WHITEHOUSE MUNICIPAL TANK           APPROX.14.7 KM 1615405.6 |
 MC1515| MC1518 SWANTON VALLEY WOOD GC TANK         APPROX. 6.6 KM 1875513.2 |
 MC1515| MC1523 SWANTON MUNICIPAL TANK              APPROX. 6.4 KM 2050812.0 |
 MC1515| CE6102 FRANKFORD RM 1                       47.509 METERS 21207     |
 MC1515| MC1522 DELTA PET MILK CO STACK             APPROX.14.2 KM 2360338.8 |
 MC1515| CE6101 FRANKFORD AZ MK                                    2691320.1 |
 MC1515| CE6103 FRANKFORD RM 2                       36.994 METERS 31409     |
 MC1515|---------------------------------------------------------------------|
 MC1515
 MC1515                          SUPERSEDED SURVEY CONTROL
 MC1515
 MC1515  ELLIP H (04/01/98)  175.40   (m)                       GP(       ) 4 1
 MC1515  NAD 83(1995)-  41 38 37.80377(N)    083 51 21.86984(W) AD(       ) 1
 MC1515  NAD 83(1986)-  41 38 37.81473(N)    083 51 21.88378(W) AD(       ) 1
 MC1515  NAD 83(1986)-  41 38 37.81474(N)    083 51 21.88378(W) AD(       ) 1
 MC1515  NAD 27      -  41 38 37.62900(N)    083 51 22.09500(W) AD(       ) 1
 MC1515
 MC1515.Superseded values are not recommended for survey control.
 MC1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1515.See file dsdata.txt to determine how the superseded data were derived.
 MC1515
 MC1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6214114174(NAD 83)
 MC1515_MARKER: DS = TRIANGULATION STATION DISK
 MC1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1515_SP_SET: CONCRETE POST
 MC1515_STAMPING: FRANKFORD 1943
 MC1515_MARK LOGO: CGS   
 MC1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1515+STABILITY: SURFACE MOTION
 MC1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1515+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1996
 MC1515
 MC1515  HISTORY     - Date     Condition        Report By
 MC1515  HISTORY     - 1943     MONUMENTED       CGS
 MC1515  HISTORY     - 1943     GOOD             CGS
 MC1515  HISTORY     - 1955     SEE DESCRIPTION  CGS
 MC1515  HISTORY     - 19930921 GOOD             GEOMET
 MC1515  HISTORY     - 19960130 GOOD             WOOLPT
 MC1515
 MC1515                          STATION DESCRIPTION
 MC1515
 MC1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1515'THE STATION IS LOCATED ABOUT 5.5 MILES NE OF THE VILLAGE OF SWANTON,
 MC1515'ON LAND OWNED BY F. J. KOEPFER,
 MC1515'ABOUT 125 FEET S OF THE KOEPFER GENERAL STORE.
 MC1515'IT IS 66.2 FEET ENE OF THE
 MC1515'INTERSECTION OF FRANKFORD ROAD AND
 MC1515'LATHROP ROAD, 27 FEET N OF THE CENTER LINE OF
 MC1515'FRANKFORD ROAD.  THE
 MC1515'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MC1515'FRANKFORD 1943.
 MC1515'
 MC1515'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MC1515'DISKS SET IN
 MC1515'CONCRETE.
 MC1515'
 MC1515'REFERENCE MARK 1 IS 155.87 FEET SW OF THE STATION, ON THE
 MC1515'PROPERTY OF
 MC1515'FLAVIAN KOEPFER.  IT IS 55.3 FEET WNW OF THE FANINDO
 MC1515'FARM BARN, 25.8 FEET W OF THE
 MC1515'CENTER LINE OF LATHROP ROAD, 14.6
 MC1515'FEET N OF POWER-TRANSMISSION LINE POLE 282107.
 MC1515'THE DISK IS
 MC1515'STAMPED FRANKFORD NO 1 1943.
 MC1515'
 MC1515'REFERENCE MARK 2 IS 121.37 FEET NW OF THE STATION, 68 FEET SW
 MC1515'OF THE CORNER OF
 MC1515'THE KOEPFER GENERAL STORE, 29.2 FEET S OF A POWER-TRANSMISSION
 MC1515'LINE POLE, 27 FEET W OF THE CENTER
 MC1515'LINE OF LATHROP
 MC1515'ROAD.  THE DISK IS STAMPED FRANKFORD NO 2 1943.
 MC1515'
 MC1515'THE AZIMUTH MARK IS 0.7 MILE W OF THE STATION, 32 FEET S OF
 MC1515'THE CENTER LINE OF
 MC1515'FRANKFORD ROAD, 14 FEET W OF THE CENTER LINE OF
 MC1515'THE DRIVEWAY INTO THE RAY M. MANN
 MC1515'FARM 6, 1.4 FEET SE OF THE NE
 MC1515'FENCE-CORNER POST OF A FIELD, 3.2 FEET N OF A
 MC1515'STANDARD REFERENCE POST.  THE DISK IS STAMPED FRANKFORD 1943.
 MC1515'
 MC1515'TO REACH THE STATION FROM THE SWANTON RAILROAD STATION, GO E
 MC1515'ON A MACADAM ROAD,
 MC1515'WHICH IS JUST N OF THE RAILROAD TRACKS, FOR 0.4
 MC1515'MILE, THENCE N FOR 2.05 MILES TO
 MC1515'CROSS ROAD, THENCE TURN E FOR 0.3
 MC1515'MILE, THEN TURN N AND GO 1.0 MILE TO A CROSS ROAD,
 MC1515'HERE TURN E AND
 MC1515'GO 1.2 MILES TO A CROSS ROAD, THENCE N ON LATHROP ROAD AND GO 1.0
 MC1515'MILE TO THE
 MC1515'FRANKFORD CROSS ROAD AND STATION AS DESCRIBED.
 MC1515'
 MC1515'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON FRANKFORD
 MC1515'ROAD FOR 0.7 MILE
 MC1515'TO THE RAY M. MANN FARM 6 ON THE LEFT AND MARK
 MC1515'AS DESCRIBED.
 MC1515
 MC1515                          STATION RECOVERY (1943)
 MC1515
 MC1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 MC1515'RECOVERED IN GOOD CONDITION.
 MC1515
 MC1515                          STATION RECOVERY (1955)
 MC1515
 MC1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RER)
 MC1515'STATION, REFERENCE AND AZIMUTH MARKS WERE ALL RECOVERED
 MC1515'IN GOOD CONDITION.
 MC1515'DESCRIPTION IS ADEQUATE.
 MC1515
 MC1515                          STATION RECOVERY (1993)
 MC1515
 MC1515'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 MC1515'RECOVERED IN GOOD CONDITION.
 MC1515
 MC1515                          STATION RECOVERY (1996)
 MC1515
 MC1515'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BS)
 MC1515'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2973 ***********************************************************************
 JZ2973  DESIGNATION -  FRANKLIN
 JZ2973  PID         -  JZ2973
 JZ2973  STATE/COUNTY-  OH/WARREN
 JZ2973  USGS QUAD   -  FRANKLIN (1992)
 JZ2973
 JZ2973                         *CURRENT SURVEY CONTROL
 JZ2973  ___________________________________________________________________
 JZ2973* NAD 83(1995)-  39 33 48.23033(N)    084 17 26.89214(W)     ADJUSTED  
 JZ2973* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 JZ2973  ___________________________________________________________________
 JZ2973  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 JZ2973  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JZ2973
 JZ2973  HORZ ORDER  -  FIRST
 JZ2973
 JZ2973.The horizontal coordinates were established by classical geodetic methods
 JZ2973.and adjusted by the National Geodetic Survey in April 1998..
 JZ2973
 JZ2973.The orthometric height was scaled from a topographic map.
 JZ2973
 JZ2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2973
 JZ2973.The geoid height was determined by GEOID03.
 JZ2973
 JZ2973;                    North         East     Units Scale Factor Converg.
 JZ2973;SPC OH S     -   175,084.426   446,126.111   MT  0.99994077   -1 08 10.7
 JZ2973;UTM  16      - 4,382,806.551   732,738.837   MT  1.00026695   +1 43 34.8
 JZ2973
 JZ2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2973!SPC OH S     -   0.99996699  x   0.99994077  =   0.99990776
 JZ2973!UTM  16      -   0.99996699  x   1.00026695  =   1.00023393
 JZ2973
 JZ2973:                Primary Azimuth Mark                     Grid Az
 JZ2973:SPC OH S     -  FRANKLIN AZ MK 2                         072 21 15.9
 JZ2973:UTM  16      -  FRANKLIN AZ MK 2                         069 29 30.4
 JZ2973
 JZ2973|---------------------------------------------------------------------|
 JZ2973| PID    Reference Object                     Distance      Geod. Az  |
 JZ2973|                                                           dddmmss.s |
 JZ2973| CC8738 FRANKLIN AZ MK 2                                   0711305.2 |
 JZ2973| CC8737 FRANKLIN AZ MK                                     0711526.8 |
 JZ2973| CC8739 FRANKLIN RM 1                        30.233 METERS 08800     |
 JZ2973| JZ2974 FRANKLIN 2                            5.566 METERS 18249     |
 JZ2973| CC8740 FRANKLIN RM 2                        47.659 METERS 19202     |
 JZ2973| JZ2978 FRANKLIN SILVER MUN SPIPE           APPROX. 0.9 KM 2354657.3 |
 JZ2973| CC8741 FRANKLIN RM 3                        26.365 METERS 25604     |
 JZ2973| CC8742 FRANKLIN 2 AZ MK                                   2615558.0 |
 JZ2973|---------------------------------------------------------------------|
 JZ2973
 JZ2973                          SUPERSEDED SURVEY CONTROL
 JZ2973
 JZ2973  NAD 83(1986)-  39 33 48.23794(N)    084 17 26.89946(W) AD(       ) 1
 JZ2973  NAD 27      -  39 33 48.02600(N)    084 17 27.11700(W) AD(       ) 1
 JZ2973
 JZ2973.Superseded values are not recommended for survey control.
 JZ2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2973.See file dsdata.txt to determine how the superseded data were derived.
 JZ2973
 JZ2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3273982807(NAD 83)
 JZ2973_MARKER: DS = TRIANGULATION STATION DISK
 JZ2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2973
 JZ2973  HISTORY     - Date     Condition        Report By
 JZ2973  HISTORY     - 1938     MONUMENTED       CGS
 JZ2973  HISTORY     - 1947     GOOD             CGS
 JZ2973  HISTORY     - 1955     GOOD             CGS
 JZ2973  HISTORY     - 1961     SEE DESCRIPTION  CGS
 JZ2973
 JZ2973                          STATION DESCRIPTION
 JZ2973
 JZ2973'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ2973'STATION IS LOCATED ABOUT 0.7 MILE NE OF THE TOWN OF FRANKLIN, ON THE
 JZ2973'HIGHEST POINT OF A PASTURE, ON THE S SIDE OF OHIO 73, LAND IS
 JZ2973'OWNED BY MR. FOX, MARK IS A STANDARD BRONZE DISK SET IN A 12-BY
 JZ2973'12-INCH CONCRETE BLOCK, PROJECTING 8
 JZ2973'INCHES ABOVE GROUND, IS STAMPED FRANKLIN 1938, IS 44.7 FEET E OF A
 JZ2973'CLUSTER OF 4 ELM TREES, 39 FEET S OF A TELEPHONE POLE, 34.4 FEET
 JZ2973'W OF A SMALL APPLE TREE, AND 34.5 FEET S OF WIRE FENCE.
 JZ2973'
 JZ2973'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JZ2973'IN CONCRETE.
 JZ2973'
 JZ2973'REFERENCE MARK NO. 1 IS SET IN A 12-BY 12-INCH BLOCK ESE OF STATION,
 JZ2973'PROJECTING 10 INCHES ABOVE GROUND AND IS STAMPED FRANKLIN NO. 1
 JZ2973'1938. REFERENCE MARK NO. 2 IS SET IN A 12-BY 12-INCH CONCRETE BLOCK,
 JZ2973'SSW OF STATION, PROJECTING 10 INCHES ABOVE GROUND, IS STAMPED
 JZ2973'FRANKLIN NO. 2 1938, AND IS 30 FEET E OF A 10-INCH APPLE TREE.
 JZ2973'
 JZ2973'AZIMUTH MARK, APPROXIMATLEY 0.1 MILE E OF STATION, IS SET IN A 12- BY
 JZ2973'12-INCH CONCRETE BLOCK, IS STAMPED FRANKLIN 1938, PROJECTS 6 INCHES
 JZ2973'ABOVE GROUND, IS 20 FEET W OF SW CORNER OF A SMALL SHED, AND 48 FEET
 JZ2973'N OF THE CENTER OF ROUTE 73.
 JZ2973'
 JZ2973'TO REACH FROM JUNCTION OF U.S. 25 AND OHIO 73 IN FRANKLIN, GO NE ON
 JZ2973'73 FOR 0.7 MILE TO GATE ON R, S, PASS THROUGH GATE AND GO SW ALONG
 JZ2973'FENCE 50 PACES TO STATION AT HIGHEST POINT OF PASTURE.
 JZ2973'
 JZ2973'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 JZ2973
 JZ2973                          STATION RECOVERY (1947)
 JZ2973
 JZ2973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ2973'STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE RECOVERED IN GOOD
 JZ2973'CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN DESTROYED. A NEW
 JZ2973'AZIMUTH MARK WAS SET AND A DIRECTION WAS MEASURED TO IT. A
 JZ2973'DESCRIPTION FOR THE NEW AZIMUTH MARK FOLLOWS.
 JZ2973'
 JZ2973'THE AZIMUTH MARK IS 0.1 MILE EAST OF THE STATION, 48 FEET WEST OF
 JZ2973'TELEPHONE POLE NO. 3288, 36 FEET SOUTH OF THE SOUTHWEST
 JZ2973'CORNER OF HOUSE AND 35 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 JZ2973'73. THE MARK IS A PRECAST CONCRETE BLOCK, 6 INCHES IN DIAMETER
 JZ2973'AT THE TOP, SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISC IS
 JZ2973'STAMPED FRANKLIN 1947.
 JZ2973'
 JZ2973'OBSERVATIONS TAKEN FROM A FOUR-FOOT WOODEN STAND.
 JZ2973
 JZ2973                          STATION RECOVERY (1955)
 JZ2973
 JZ2973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JZ2973'THE STATION WAS RECOVERED AND THE MARKS FOUND TO BE IN GOOD
 JZ2973'CONDITION. REFERENCE MARK 3 WAS ESTABLISHED, THEN REFERENCE MARK 1
 JZ2973'DESTROYED AS REQUESTED BY MR. WILLIAM ISBEL OF 656 EAST 2ND. ST.
 JZ2973'FRANKLIN, OHIO. BECAUSE OF BUILDING PROJECTS AT THE STATION SITE,
 JZ2973'A COMPLETE NEW DESCRIPTION FOLLOWS-
 JZ2973'
 JZ2973'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF THE TOWN OF
 JZ2973'FRANKLIN, ON THE FRONT LAWN OF THE HOME OF MR. J.A.  TAYLOR, 77
 JZ2973'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 65 FEET SOUTH OF
 JZ2973'STATE HIGHWAY 73, AND 42 FEET WEST OF A DRIVEWAY. THE MARK
 JZ2973'PROJECTS 2 INCHES, AND THE DISK IS STAMPED FRANKLIN 1938.
 JZ2973'
 JZ2973'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 JZ2973'HIGHWAY 73 IN FRANKLIN, GO EAST ON NO. 73 FOR 0.7 MILE TO THE
 JZ2973'CREST OF A HILL AND THE STATION ON THE RIGHT. TO REACH THE AZIMUTH
 JZ2973'MARK FROM THE STATION, GO EAST ON THE HIGHWAY FOR 0.1 MILE TO THE
 JZ2973'MARK ON THE LEFT.
 JZ2973'
 JZ2973'REFERENCE MARK 2 IS 29 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JZ2973'HOUSE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 JZ2973'FRANKLIN NO. 2 1938.
 JZ2973'
 JZ2973'REFERENCE MARK 3 IS 53 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JZ2973'HOUSE. THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 JZ2973'DISK IS STAMPED FRANKLIN NO. 3 1938.
 JZ2973'
 JZ2973'THE AZIMUTH MARK IS ON THE FRONT LAWN OF THE HOME OF MARY ALICE
 JZ2973'DALTON, 72 FEET WEST OF A GRAVELED ROAD, 36.9 FEET SOUTH OF THE
 JZ2973'SOUTHWEST CORNER OF THE HOUSE, AND 35 FEET NORTH OF THE APPROXIMATE
 JZ2973'CENTER OF THE HIGHWAY. THE MARK IS A STANDARD DISK STAMPED FRANKLIN
 JZ2973'1947 SET IN A PRECAST CONCRETE BLOCK THAT IS 6 INCHES IN DIAMETER. IT
 JZ2973'IS FLUSH WITH THE SURFACE OF THE GROUND.
 JZ2973
 JZ2973                          STATION RECOVERY (1961)
 JZ2973
 JZ2973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 JZ2973'THE ORIGINAL SURFACE STATION MARK (AND LATER SUBSURFACE MARK) AND NO.
 JZ2973'2 R.M. SET IN 1938, AND AZIMUTH MARK STAMPED 1947 DESCRIBED IN
 JZ2973'RECOVERY NOTE BY C.T. HUSEMEYER IN 1947, AND A NO. 3 R.M. STAMPED
 JZ2973'FRANKLIN NO. 3 1938 WERE RECOVERED IN GOOD CONDITION. THE NO. 3
 JZ2973'R.M. WAS NOT FOUND MENTIONED IN THE MATERIAL FURNISHED US.
 JZ2973'ALL OF THE ABOVE-MENTIONED MARKS WERE
 JZ2973'DESTROYED AFTER THE ESTABLISHMENT OF FRANKLIN 2
 JZ2973'FOR WHICH SEE DESCRIPTION THEREOF. ALL EXCEPT NO. 2 R.M. WERE DOOMED
 JZ2973'BY ROAD CONSTRUCTION IN PROGRESS. NUMBER 2 R.M. WAS REQUESTED MOVED
 JZ2973'BY THE LANDOWNER---IT STOOD IN THE MIDDLE OF HIS LAWN.
 JZ2973'
 JZ2973'NOTE TO OFFICE- WE FAILED TO FIND IN THE DATA FURNISHED ANY
 JZ2973'INFORMATION ON NO. 3 REFERENCE MARK WHICH INCIDENTALLY WAS
 JZ2973'NOT STAMPED WITH THE DATE ON WHICH IT WAS (THE YEAR THAT IS)
 JZ2973'ESTABLISHED. GEOGRAPHIC POSITIONS (FORM 28 B) FURNISHED,
 JZ2973'THOUGH NOTED THEREON THAT IT WAS REVISED 6-29-51 AND
 JZ2973'THAT THE MARK WAS RECOVERED IN 1947 LISTED THE AZIMUTH MARK AZIMUTH OF
 JZ2973'THE ORIGINAL 1938 MARK WHICH IS 02 MIN 15 SEC GREATER THAN THAT OF
 JZ2973'THE 1947 AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1913 ***********************************************************************
 KZ1913  DESIGNATION -  FRANKLIN
 KZ1913  PID         -  KZ1913
 KZ1913  STATE/COUNTY-  OH/RICHLAND
 KZ1913  USGS QUAD   -  SHILOH (1981)
 KZ1913
 KZ1913                         *CURRENT SURVEY CONTROL
 KZ1913  ___________________________________________________________________
 KZ1913* NAD 83(1995)-  40 53 37.95621(N)    082 33 21.37552(W)     ADJUSTED  
 KZ1913* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 KZ1913  ___________________________________________________________________
 KZ1913  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 KZ1913  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ1913
 KZ1913  HORZ ORDER  -  THIRD
 KZ1913
 KZ1913.The horizontal coordinates were established by classical geodetic methods
 KZ1913.and adjusted by the National Geodetic Survey in April 1998..
 KZ1913
 KZ1913.The orthometric height was scaled from a topographic map.
 KZ1913
 KZ1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1913
 KZ1913.The geoid height was determined by GEOID03.
 KZ1913
 KZ1913;                    North         East     Units Scale Factor Converg.
 KZ1913;SPC OH N     -   136,277.994   595,286.401   MT  0.99994372   -0 02 12.3
 KZ1913;UTM  17      - 4,528,141.712   368,931.267   MT  0.99981144   -1 01 07.5
 KZ1913
 KZ1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1913!SPC OH N     -   0.99995282  x   0.99994372  =   0.99989654
 KZ1913!UTM  17      -   0.99995282  x   0.99981144  =   0.99976426
 KZ1913
 KZ1913|---------------------------------------------------------------------|
 KZ1913| PID    Reference Object                     Distance      Geod. Az  |
 KZ1913|                                                           dddmmss.s |
 KZ1913| CE6108 FRANKLIN RM 1                        22.122 METERS 00528     |
 KZ1913| KZ1914 ROUTE 178 ROW MARKER                 16.580 METERS 01322     |
 KZ1913| CE6107 FRANKLIN AZ MK                                     0804525.8 |
 KZ1913| CE6584 FRANKLIN RM 2                        23.693 METERS 22723     |
 KZ1913|---------------------------------------------------------------------|
 KZ1913
 KZ1913                          SUPERSEDED SURVEY CONTROL
 KZ1913
 KZ1913  NAD 83(1986)-  40 53 37.96154(N)    082 33 21.38684(W) AD(       ) 3
 KZ1913  NAD 27      -  40 53 37.75951(N)    082 33 21.76794(W) AD(       ) 3
 KZ1913
 KZ1913.Superseded values are not recommended for survey control.
 KZ1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1913.See file dsdata.txt to determine how the superseded data were derived.
 KZ1913
 KZ1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF6893128142(NAD 83)
 KZ1913_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1913_STAMPING: FRANKLIN 1959
 KZ1913_MARK LOGO: CGS   
 KZ1913
 KZ1913  HISTORY     - Date     Condition        Report By
 KZ1913  HISTORY     - 1959     MONUMENTED       CGS
 KZ1913  HISTORY     - 1970     GOOD             OHHD
 KZ1913  HISTORY     - 19880919 GOOD             USPSQD
 KZ1913
 KZ1913                          STATION DESCRIPTION
 KZ1913
 KZ1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1913'THE STATION IS ABOUT 5.25 MILES SOUTH OF SHILOH, 5.25 MILES EAST OF
 KZ1913'SHELBY, 0.05 MILE SOUTH OF
 KZ1913'THE JUNCTION OF STATE HIGHWAYS 178 AND 96, IN THE SOUTHEAST QUARTER
 KZ1913'OF SECTION 6, FRANKLIN TOWNSHIP
 KZ1913'AND ON LAND OWNED BY MRS. M.L. WHARTON AND MRS. L.D. PETTINGER.
 KZ1913'
 KZ1913'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 96 IN
 KZ1913'SHELBY, GO EAST ON STATE
 KZ1913'HIGHWAY 96 FOR 5.45 MILES TO THE JUNCTION OF STATE HIGHWAY 178.  TURN
 KZ1913'RIGHT AND GO SOUTH ON STATE HIGHWAY
 KZ1913'178 FOR 0.05 MILE TO A LARGE WOODEN BARN ON THE RIGHT AND
 KZ1913'THE STATION ON THE RIGHT.  (FROM THE JUNCTION OF
 KZ1913'STATE HIGHWAYS 178 AND 96, GO EAST ON
 KZ1913'STATE HIGHWAY 96 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 KZ1913'
 KZ1913'STATION MARKS ARE STANDARD DISKS STAMPED FRANKLIN 1959.  THE SURFACE
 KZ1913'DISK IS SET IN A SQUARE CONCRETE
 KZ1913'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 57 FEET
 KZ1913'WEST OF THE CENTERLINE OF STATE
 KZ1913'HIGHWAY 178, 37.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KZ1913'THE BARN, 33 FEET NORTHWEST OF A CORNER FENCE
 KZ1913'POST AND 18 FEET NORTH OF AN EAST-WEST
 KZ1913'FENCELINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KZ1913'CONCRETE 32 INCHES BELOW THE SURFACE
 KZ1913'OF THE GROUND.
 KZ1913'
 KZ1913'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FRANKLIN NO 1 1959, IS
 KZ1913'SET IN A SQUARE CONCRETE POST
 KZ1913'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 82 FEET NORTH
 KZ1913'OF THE CORNER FENCE POST, 28 FEET
 KZ1913'WEST OF THE CENTERLINE OF STATE HIGHWAY 178, 24 FEET EAST OF
 KZ1913'A POWERLINE POLE AND 6 INCHES WEST OF
 KZ1913'NORTH-SOUTH FENCELINE.
 KZ1913'
 KZ1913'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FRANKLIN NO 2 1959, IS
 KZ1913'SET IN A SQUARE CONCRETE POST
 KZ1913'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 73.5 FEET EAST
 KZ1913'OF THE NORTHEAST CORNER OF A BARN,
 KZ1913'10.5 FEET WEST OF THE NORTHWEST CORNER OF THE BARN AND 1 FOOT
 KZ1913'NORTH OF THE EAST-WEST FENCELINE.
 KZ1913'
 KZ1913'STATE OF OHIO RIGHT-OF-WAY MARKER, A BRONZE DISK, NO STAMPING ON THE
 KZ1913'MARK, IS SET IN A ROUND
 KZ1913'CONCRETE POST 6 INCHES IN DIAMETER AND PROJECTS 10 INCHES.  IT IS 62
 KZ1913'FEET NORTH OF THE CORNER FENCE POST, 44
 KZ1913'FEET SOUTH OF THE POWERLINE POLE, 29 FEET WEST OF THE CENTERLINE
 KZ1913'OF STATE HIGHWAY 178 AND 1 FOOT WEST OF THE
 KZ1913'NORTH-SOUTH FENCELINE.
 KZ1913'
 KZ1913'AZIMUTH MARK, A STANDARD DISK STAMPED FRANKLIN 1959, IS SET IN A
 KZ1913'SQUARE CONCRETE POST WHICH
 KZ1913'PROJECTS 4 INCHES.  IT IS 28.5 FEET NORTH OF THE PAINTED CENTER LINE
 KZ1913'OF STATE HIGHWAY 96, 2 FEET WEST OF A
 KZ1913'TELEPHONE POLE AND 6 INCHES SOUTH OF AN EAST-WEST FENCELINE.
 KZ1913'A STANDARD METAL WITNESS POST WAS SET 2 FEET
 KZ1913'EAST OF THE MARK.
 KZ1913'
 KZ1913'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KZ1913
 KZ1913                          STATION RECOVERY (1970)
 KZ1913
 KZ1913'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (RM)
 KZ1913'FRANKLIN RECOVERED GOOD.
 KZ1913'
 KZ1913'FRANKLIN REF NO. 1 SET NEW WITNESS POST AND SIGN (GOOD).
 KZ1913'
 KZ1913'FRANKLIN REF NO. 2 RECOVERED GOOD.
 KZ1913'
 KZ1913'FRANKLIN AZIMUTH RECOVERED GOOD (WIRE BRUSHED AND PAINTED POST).
 KZ1913
 KZ1913                          STATION RECOVERY (1988)
 KZ1913
 KZ1913'RECOVERY NOTE BY US POWER SQUADRON 1988 (BN)
 KZ1913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3320 ***********************************************************************
 KY3320  DESIGNATION -  FRANKLIN
 KY3320  PID         -  KY3320
 KY3320  STATE/COUNTY-  OH/STARK
 KY3320  USGS QUAD   -  HOMEWORTH (1994)
 KY3320
 KY3320                         *CURRENT SURVEY CONTROL
 KY3320  ___________________________________________________________________
 KY3320* NAD 83(1995)-  40 47 57.55898(N)    081 05 29.35479(W)     ADJUSTED  
 KY3320* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 KY3320  ___________________________________________________________________
 KY3320  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 KY3320  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KY3320
 KY3320  HORZ ORDER  -  FIRST
 KY3320
 KY3320.The horizontal coordinates were established by classical geodetic methods
 KY3320.and adjusted by the National Geodetic Survey in April 1998..
 KY3320
 KY3320.The orthometric height was scaled from a topographic map.
 KY3320
 KY3320.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3320
 KY3320.The geoid height was determined by GEOID03.
 KY3320
 KY3320;                    North         East     Units Scale Factor Converg.
 KY3320;SPC OH N     -   126,736.399   718,853.060   MT  0.99995005   +0 55 31.2
 KY3320;UTM  17      - 4,516,484.308   492,282.476   MT  0.99960073   -0 03 35.2
 KY3320
 KY3320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3320!SPC OH N     -   0.99994364  x   0.99995005  =   0.99989370
 KY3320!UTM  17      -   0.99994364  x   0.99960073  =   0.99954440
 KY3320
 KY3320:                Primary Azimuth Mark                     Grid Az
 KY3320:SPC OH N     -  FRANKLIN AZ MK                           000 05 50.0
 KY3320:UTM  17      -  FRANKLIN AZ MK                           001 04 56.4
 KY3320
 KY3320|---------------------------------------------------------------------|
 KY3320| PID    Reference Object                     Distance      Geod. Az  |
 KY3320|                                                           dddmmss.s |
 KY3320| CC9881 FRANKLIN AZ MK                                     0010121.2 |
 KY3320| CC9882 FRANKLIN RM 1                        29.456 METERS 16426     |
 KY3320| CC9884 FRANKLIN RM 3                        22.440 METERS 16735     |
 KY3320| CC9883 FRANKLIN RM 2                        22.734 METERS 23010     |
 KY3320|---------------------------------------------------------------------|
 KY3320
 KY3320                          SUPERSEDED SURVEY CONTROL
 KY3320
 KY3320  NAD 83(1986)-  40 47 57.56483(N)    081 05 29.35977(W) AD(       ) 1
 KY3320  NAD 27      -  40 47 57.35300(N)    081 05 30.01000(W) AD(       ) 1
 KY3320
 KY3320.Superseded values are not recommended for survey control.
 KY3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3320.See file dsdata.txt to determine how the superseded data were derived.
 KY3320
 KY3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9228216484(NAD 83)
 KY3320_MARKER: DB = BENCH MARK DISK
 KY3320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3320_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3320+STABILITY: SURFACE MOTION
 KY3320
 KY3320  HISTORY     - Date     Condition        Report By
 KY3320  HISTORY     - 1950     MONUMENTED       CGS
 KY3320  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KY3320  HISTORY     - 1961     SEE DESCRIPTION  CGS
 KY3320  HISTORY     - 1969     SEE DESCRIPTION  THOMAS
 KY3320  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KY3320  HISTORY     - 19930323 GOOD             OHDT
 KY3320
 KY3320                          STATION DESCRIPTION
 KY3320
 KY3320'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3320'THE STATION IS LOCATED IN THE VILLAGE OF NEW FRANKLIN, IN THE
 KY3320'NORTHEAST ANGLE OF STATE
 KY3320'ROUTES 80 AND 172 AND ON THE GROUNDS OF THE ST JOHNS EVANGELICAL
 KY3320'LUTHERAN CHURCH.  IT IS 80 FEET NORTH
 KY3320'OF THE NORTHEAST CORNER OF THE CHURCH AND 4 FEET SOUTH OF WITNESS
 KY3320'POST.  IT IS STAMPED FRANKLIN 1950 AND
 KY3320'SET FLUSH WITH THE GROUND SURFACE.
 KY3320'
 KY3320'REFERENCE MARK NO 1 IS SOUTH-SOUTHEAST OF THE STATION, SET IN THE
 KY3320'CONCRETE SIDEWALK OF THE
 KY3320'STAIRWAY LEADING DOWN TO CHURCH BASEMENT.  IT IS STAMPED FRANKLIN NO
 KY3320'1 1950 AND SET FLUSH WITH
 KY3320'THE CONCRETE SURFACE.
 KY3320'
 KY3320'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, SET IN THE CONCRETE
 KY3320'SIDE WALK ON THE EAST SIDE
 KY3320'OF THE OPEN AIR PICNIC PAVILION.  IT IS STAMPED FRANKLIN NO 2 1950
 KY3320'AND SET FLUSH WITH THE CONCRETE
 KY3320'SURFACE.
 KY3320'
 KY3320'THE AZIMUTH MARK IS ABOUT 1.35 MILE NORTH OF THE STATION, 0.4 MILE
 KY3320'EAST OF STATE ROUTE 80, 15
 KY3320'FEET EAST OF THE CENTER OF NORTH-SOUTH GRAVELED ROAD AND 3 FEET EAST
 KY3320'OF NORTH-SOUTH FENCE LINE IN THE
 KY3320'WEST EDGE OF CULTIVATED FIELD.  IT IS STAMPED FRANKLIN
 KY3320'1950 AND SET FLUSH WITH THE GROUND SURFACE.  TO
 KY3320'REACH FROM THE JUNCTION OF STATE
 KY3320'ROUTES 80 AND 172 IN NEW FRANKLIN, GO NORTH ON STATE ROUTE 80 FOR
 KY3320'1.25 MILES TO CROSSROAD,
 KY3320'TURN RIGHT AND GO EAST FOR 0.4 MILE TO SIDE ROAD LEFT, TURN LEFT AND
 KY3320'GO NORTH ON GRAVELED ROAD FOR
 KY3320'0.1 MILE TO THE AZIMUTH MARK ON THE EAST SIDE AS DESCRIBED.
 KY3320'
 KY3320'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 80 AND 172 IN
 KY3320'NEW FRANKLIN AS
 KY3320'DESCRIBED.  (NEW FRANKLIN IS ABOUT 8.5 MILES SOUTH OF ALLIANCE ON
 KY3320'STATE ROUTE NO 80).
 KY3320'
 KY3320'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KY3320
 KY3320                          STATION RECOVERY (1958)
 KY3320
 KY3320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HBW)
 KY3320'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 KY3320'IN GOOD CONDITION.
 KY3320
 KY3320                          STATION RECOVERY (1961)
 KY3320
 KY3320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KY3320'STATION RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 1 DESTROYED
 KY3320'WHEN CHURCH WAS
 KY3320'ENLARGED AND THE DISK WAS RETURNED TO THIS OFFICE IN
 KY3320'AUGUST 1961.
 KY3320
 KY3320                          STATION RECOVERY (1969)
 KY3320
 KY3320'RECOVERY NOTE BY THOMAS ENG AND SURV 1969 (CES)
 KY3320'FOUND R.M. 2 IN GOOD CONDITION.
 KY3320'COULD NOT FIND
 KY3320'STATION OR R.M. 1.  CUSTODIAN OF ST. JOHNS CHURCH
 KY3320'INFORMED ME THAT THEY DESTROYED
 KY3320'THE MARKS WHILE RE-MODELING THE CHURCH AND
 KY3320'MAKING PARKING AREA.
 KY3320
 KY3320                          STATION RECOVERY (1969)
 KY3320
 KY3320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KY3320'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 KY3320'RECOVERED AND
 KY3320'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED
 KY3320'DURING THE REMODELING AND NEW
 KY3320'CONSTRUCTION OF THE ST. JOHNS
 KY3320'EVANGELICAL LUTHERAN CHURCH IN 1964, AND THE
 KY3320'DISK WAS FORWARDED TO OUR
 KY3320'WASHINGTON OFFICE.  A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED
 KY3320'THIS DATE.  A
 KY3320'SMALL CONCRETE BLOCK BUILDING HAS BEEN CONSTRUCTED NEAR THE
 KY3320'STATION ON LINE BETWEEN THE
 KY3320'STATION AND THE AZIMUTH MARK, AND WITHOUT
 KY3320'A FIFTEEN FOOT SIGNAL AT THE STATION, IT IS NO
 KY3320'LONGER VISIBLE.  THE
 KY3320'STATION WAS OCCUPIED AND THE HORIZONTAL ANGLE OBSERVED BETWEEN
 KY3320'THE 1950 REFERENCE
 KY3320'MARK NO. 2 AND THE 1950 1969 REFERENCE MARK NO. 3.  A DISCREPANCY
 KY3320'OF MINUS 0.01 OF A FOOT WAS
 KY3320'NOTED IN THE HORIZONTAL MEASURED
 KY3320'DISTANCE BETWEEN REFERENCE MARK NO. 2 AND THE
 KY3320'STATION.
 KY3320'
 KY3320'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KY3320'
 KY3320'THE STATION IS LOCATED IN A PARKING LOT AT THE REAR OF THE ST.
 KY3320'JOHNS EVANGELICAL
 KY3320'LUTHERAN CHURCH IN NEW FRANKLIN, AND IN THE NORTHEAST
 KY3320'ANGLE OF THE INTERSECTION OF STATE
 KY3320'ROUTES 172 AND 183.
 KY3320'
 KY3320'THE STATION IS 92.4 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER
 KY3320'OF A NEW CHURCH
 KY3320'CLASSROOM BUILDING, 72 FEET NORTHEAST OF THE NORTHWEST
 KY3320'CORNER OF THE MAIN CHURCH
 KY3320'BUILDING, 60.5 FEET NORTH OF THE NORTHEAST
 KY3320'CORNER OF THE MAIN CHURCH BUILDING, 68 FEET
 KY3320'EAST OF THE NORTHEAST CORNER
 KY3320'OF AN OUTDOOR PAVILION, 48 FEET EAST OF AN 18-INCH MAPLE TREE,
 KY3320'18.5 FEET
 KY3320'WEST-NORTHWEST OF A 10-INCH MAPLE TREE, AND 21 FEET SOUTH
 KY3320'OF THE APPROXIMATE CENTER OF
 KY3320'A GRAVELED DRIVE.  IT IS A STANDARD DISK
 KY3320'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 KY3320'MONUMENT ABOUT 4 INCHES
 KY3320'BELOW THE SURFACE OF THE PARKING LOT AND THE DISK IS STAMPED
 KY3320'FRANKLIN 1950.
 KY3320'NOTE 1A AND 7A.
 KY3320'
 KY3320'REFERENCE MARK NO. 2 IS 33.7 FEET NORTH-NORTHWEST OF THE NORTHWEST
 KY3320'CORNER OF THE MAIN
 KY3320'CHURCH BUILDING, 30 FEET SOUTH-SOUTHWEST OF
 KY3320'THE 18-INCH MAPLE TREE, 20 FEET SOUTH
 KY3320'OF THE NORTHEAST CORNER OF THE
 KY3320'PAVILION BUILDING, 1.4 FEET SOUTH OF THE SOUTHEAST
 KY3320'CORNER OF THE
 KY3320'PAVILION BUILDING, AND 0.9 OF A FOOT WEST OF THE EAST EDGE OF A
 KY3320'CONCRETE WALKWAY.  IT
 KY3320'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 KY3320'CONCRETE WALKWAY ALONG THE EAST
 KY3320'SIDE OF THE OPEN AIR PAVILION AND JUST
 KY3320'SOUTH OF THE SOUTHEAST CORNER OF THE PAVILION
 KY3320'CONCESSION ENCLOSURE,
 KY3320'AND THE DISK IS STAMPED FRANKLIN NO 2 1950.  NO NOTE.
 KY3320'
 KY3320'REFERENCE MARK NO. 3 IS 21.6 FEET NORTHWEST OF THE ENTRANCE INTO
 KY3320'THE CHURCH
 KY3320'CLASSROOM BUILDING, 15 FEET SOUTH-SOUTHEAST OF THE NORTHEAST
 KY3320'CORNER OF THE MAIN CHURCH
 KY3320'BUILDING, 6.2 FEET EAST OF THE EAST WALL OF
 KY3320'THE CHURCH BUILDING, 0.4 OF A FOOT SOUTH OF
 KY3320'THE NORTH END OF THE BOTTOM
 KY3320'CONCRETE STEP LEADING INTO THE EAST ENTRANCE AT THE REAR OF
 KY3320'THE CHURCH, AND
 KY3320'DIRECTLY UNDER A WROUGHT-IRON HANDRAIL.  IT IS A STANDARD DISK
 KY3320'CEMENTED IN A DRILL
 KY3320'HOLE IN THE CONCRETE STEP AND THE DISK IS STAMPED
 KY3320'FRANKLIN 1950 NO 3 1969.  NO NOTE.
 KY3320'
 KY3320'DUE TO THE CORNER OF THE CHURCH BUILDING BEING ON LINE, THE REFERENCE
 KY3320'MARKS COULD NOT BE
 KY3320'MEASURED BETWEEN.
 KY3320'
 KY3320'THE AZIMUTH MARK IS ABOUT 1.35 MILES NORTH OF THE STATION, 99 FEET
 KY3320'NORTH OF A
 KY3320'TELEPHONE POLE, 95 FEET NORTHEAST OF A POWERLINE POLE, 22.5
 KY3320'FEET SOUTH OF A 6-INCH BLACK
 KY3320'CHERRY TREE, 16 FEET EAST OF THE APPROXIMATE
 KY3320'CENTER OF A GRAVELED DRIVEWAY, AND 0.8 OF A
 KY3320'FOOT SOUTH OF A METAL WITNESS
 KY3320'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 KY3320'12-INCH, SQUARE
 KY3320'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 KY3320'FRANKLIN 1950.  NOTE
 KY3320'16A.
 KY3320'
 KY3320'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTES 172
 KY3320'AND 183 NEAR THE
 KY3320'STATION, GO NORTHERLY ON STATE ROUTE 183 FOR 1.1 MILES
 KY3320'TO GEORGETOWN STREET NE.  HERE TURN
 KY3320'RIGHT AND GO EAST ON GEORGETOWN STREET
 KY3320'NE FOR 0.3 OF A MILE TO A POWER TRANSFORMER STATION ON
 KY3320'THE LEFT AND A
 KY3320'GRAVELED FARM DRIVE LEFT.  HERE TURN LEFT ON THIS GRAVELED FARM DRIVE
 KY3320'AND GO NORTHERLY FOR
 KY3320'0.1 OF A MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 KY3320'
 KY3320'DUE TO THE MARKS LOCATION AT THE STATION SITE, NO WITNESS POST WERE
 KY3320'SET.
 KY3320'
 KY3320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT NEW FRANKLIN.
 KY3320
 KY3320                          STATION RECOVERY (1993)
 KY3320
 KY3320'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY3320'-------REPORT BY ODOT--------YEAR 1993-------CONDITION - GOOD----
 KY3320' 
 KY3320'NOTE** STATION MARK RECOVERED IN GOOD CONDITION.
 KY3320' 
 KY3320'REF. MARK NO. 2 FOUND IN GOOD CONDITION.
 KY3320' 
 KY3320'REF. MARK NO. 3 FOUND IN GOOD CONDITION.
 KY3320' 
 KY3320'AZIMUTH MARK FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2974 ***********************************************************************
 JZ2974  DESIGNATION -  FRANKLIN 2
 JZ2974  PID         -  JZ2974
 JZ2974  STATE/COUNTY-  OH/WARREN
 JZ2974  USGS QUAD   -  FRANKLIN (1992)
 JZ2974
 JZ2974                         *CURRENT SURVEY CONTROL
 JZ2974  ___________________________________________________________________
 JZ2974* NAD 83(1995)-  39 33 48.05007(N)    084 17 26.90358(W)     ADJUSTED  
 JZ2974* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 JZ2974  ___________________________________________________________________
 JZ2974  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 JZ2974  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JZ2974
 JZ2974  HORZ ORDER  -  THIRD
 JZ2974
 JZ2974.The horizontal coordinates were established by classical geodetic methods
 JZ2974.and adjusted by the National Geodetic Survey in April 1998..
 JZ2974.No horizontal observational check was made to the station.
 JZ2974
 JZ2974.The orthometric height was scaled from a topographic map.
 JZ2974
 JZ2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2974
 JZ2974.The geoid height was determined by GEOID03.
 JZ2974
 JZ2974;                    North         East     Units Scale Factor Converg.
 JZ2974;SPC OH S     -   175,078.874   446,125.728   MT  0.99994077   -1 08 10.7
 JZ2974;UTM  16      - 4,382,800.984   732,738.732   MT  1.00026695   +1 43 34.8
 JZ2974
 JZ2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2974!SPC OH S     -   0.99996699  x   0.99994077  =   0.99990776
 JZ2974!UTM  16      -   0.99996699  x   1.00026695  =   1.00023393
 JZ2974
 JZ2974|---------------------------------------------------------------------|
 JZ2974| PID    Reference Object                     Distance      Geod. Az  |
 JZ2974|                                                           dddmmss.s |
 JZ2974| JZ2973 FRANKLIN                              5.566 METERS 00249     |
 JZ2974| JZ3685 FRANKLIN 2 RM 5                                    15505     |
 JZ2974| JZ3686 FRANKLIN 2 RM 4                      16.919 METERS 25207     |
 JZ2974| CC8742 FRANKLIN 2 AZ MK                                   2633224.9 |
 JZ2974| CC8741 FRANKLIN RM 3                        25.320 METERS 26813     |
 JZ2974|---------------------------------------------------------------------|
 JZ2974
 JZ2974                          SUPERSEDED SURVEY CONTROL
 JZ2974
 JZ2974  NAD 83(1986)-  39 33 48.05768(N)    084 17 26.91090(W) AD(       ) 3
 JZ2974  NAD 27      -  39 33 47.84600(N)    084 17 27.12800(W) AD(       ) 3
 JZ2974
 JZ2974.Superseded values are not recommended for survey control.
 JZ2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2974.See file dsdata.txt to determine how the superseded data were derived.
 JZ2974
 JZ2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3273982801(NAD 83)
 JZ2974_MARKER: DS = TRIANGULATION STATION DISK
 JZ2974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ2974_STAMPING: FRANKLIN 2 1961
 JZ2974_PROJECTION: FLUSH
 JZ2974_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2974
 JZ2974  HISTORY     - Date     Condition        Report By
 JZ2974  HISTORY     - 1961     MONUMENTED       CGS
 JZ2974  HISTORY     - 1978     GOOD             LOCENG
 JZ2974  HISTORY     - 19930608 MARK NOT FOUND   NGS
 JZ2974  HISTORY     - 19990101 GOOD             WOOLPT
 JZ2974
 JZ2974                          STATION DESCRIPTION
 JZ2974
 JZ2974'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS)
 JZ2974'ABOUT 0.7 MI EASTERLY ALONG NO. 73 OHIO HIGHWAY OR SECOND STREET AND
 JZ2974'EXTENSION FROM THE INTERSECTION WITH MAIN STREET IN THE HEART OF
 JZ2974'FRANKLIN, ABOUT 5 YARDS SE OF CREST OF A RIDGE, 70 FEET S OF CENTER
 JZ2974'LINE OF HWY., 61 FEET NE OF NE CORNER OF CONCRETE FOUNDATION OF
 JZ2974'FRAME HOUSE, 19 FEET ESE OF PLANE OF ESE WALL OF SAME, ABOUT 4 YARDS
 JZ2974'ABOVE HWY., UPPER MARK FLUSH WITH LAWN, BOTH DISKS ARE STAMPED
 JZ2974'FRANKLIN 2 1961.
 JZ2974'
 JZ2974'R.M. NO. 4 IS 28-1/2 FEET N OF NE CORNER OF SAID HOUSE, 4 FEET WNW OF
 JZ2974'PROJECTED PLANE OF WNW WALL OF SAME, AND FLUSH WITH THE SURFACE
 JZ2974'OF THE GROUND.
 JZ2974'
 JZ2974'R.M. NO. 5 IS 23.7 FEET NE OF NE CORNER OF CONCRETE FLOOR OF SMALL
 JZ2974'BUILDING, 20 FEET E OF THE PLANE OF E WALL OF SAME, 2 FEET W OF
 JZ2974'FENCE CORNER, 1.5 FEET W OF STEEL WITNESS POST AND FLUSH WITH THE
 JZ2974'GENERAL LEVEL OF THE GROUND.
 JZ2974'
 JZ2974'AZ. MK. IS ABOUT 45 YARDS W OF A BRANCH, 64 FEET N OF CENTER LINE OF
 JZ2974'HWY., 56 FEET E OF PROPERTY-LINE FENCE, 1.5 FEET W OF STEEL WITNESS
 JZ2974'POST, AND 1 FOOT S OF N R/W LINE.
 JZ2974
 JZ2974                          STATION RECOVERY (1978)
 JZ2974
 JZ2974'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (RWC)
 JZ2974'FRANKLIN 2 1961 STATION FOUND IN GOOD CONDITION WITH DRILL HOLE NOT
 JZ2974'DEFINED IN DESCRIPTION.  RM 4 AND RM 5 AND AZM MK FOUND GOOD.
 JZ2974'
 JZ2974'PLEASE SPECIFY IF THE STATION MARK OR THE DRILL HOLE IS THE TRUE
 JZ2974'STATION.
 JZ2974'
 JZ2974'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MILE EASTERLY ALONG
 JZ2974'RT 73 FROM FRANKLIN, OHIO.
 JZ2974
 JZ2974                          STATION RECOVERY (1993)
 JZ2974
 JZ2974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ2974'MARK NOT FOUND.
 JZ2974
 JZ2974                          STATION RECOVERY (1999)
 JZ2974
 JZ2974'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999
 JZ2974'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2978 ***********************************************************************
 JZ2978  DESIGNATION -  FRANKLIN SILVER MUN SPIPE
 JZ2978  PID         -  JZ2978
 JZ2978  STATE/COUNTY-  OH/WARREN
 JZ2978  USGS QUAD   -  FRANKLIN (1992)
 JZ2978
 JZ2978                         *CURRENT SURVEY CONTROL
 JZ2978  ___________________________________________________________________
 JZ2978* NAD 83(1995)-  39 33 31.71209(N)    084 17 58.26989(W)     ADJUSTED  
 JZ2978* NAVD 88     -                                                        
 JZ2978  ___________________________________________________________________
 JZ2978  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 JZ2978  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JZ2978
 JZ2978  HORZ ORDER  -  THIRD
 JZ2978
 JZ2978.The horizontal coordinates were established by classical geodetic methods
 JZ2978.and adjusted by the National Geodetic Survey in April 1998..
 JZ2978
 JZ2978
 JZ2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2978
 JZ2978.The geoid height was determined by GEOID03.
 JZ2978
 JZ2978;                    North         East     Units Scale Factor Converg.
 JZ2978;SPC OH S     -   174,590.014   445,367.137   MT  0.99994053   -1 08 30.6
 JZ2978;UTM  16      - 4,382,274.679   732,005.264   MT  1.00026275   +1 43 14.2
 JZ2978
 JZ2978                          SUPERSEDED SURVEY CONTROL
 JZ2978
 JZ2978  NAD 83(1986)-  39 33 31.71881(N)    084 17 58.27894(W) AD(       ) 4
 JZ2978  NAD 27      -  39 33 31.50700(N)    084 17 58.49500(W) AD(       ) 3
 JZ2978
 JZ2978.Superseded values are not recommended for survey control.
 JZ2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2978.See file dsdata.txt to determine how the superseded data were derived.
 JZ2978
 JZ2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3200582275(NAD 83)
 JZ2978_MARKER: 52 = STANDPIPE TANK
 JZ2978
 JZ2978  HISTORY     - Date     Condition        Report By
 JZ2978  HISTORY     - 1938     FIRST OBSERVED   CGS
 JZ2978
 JZ2978                          STATION DESCRIPTION
 JZ2978
 JZ2978'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7660 ***********************************************************************
 AH7660  DESIGNATION -  FRANKLIN TWP 1
 AH7660  PID         -  AH7660
 AH7660  STATE/COUNTY-  OH/LICKING
 AH7660  USGS QUAD   -  NEWARK (1982)
 AH7660
 AH7660                         *CURRENT SURVEY CONTROL
 AH7660  ___________________________________________________________________
 AH7660* NAD 83(1995)-  40 01 38.52320(N)    082 22 54.63401(W)     ADJUSTED  
 AH7660* NAVD 88     -       325.5    (meters)    1068.     (feet)  GPS OBS   
 AH7660  ___________________________________________________________________
 AH7660  X           -     648,399.279 (meters)                     COMP
 AH7660  Y           -  -4,847,807.157 (meters)                     COMP
 AH7660  Z           -   4,080,500.405 (meters)                     COMP
 AH7660  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 AH7660  ELLIP HEIGHT-         291.50  (meters)          (10/07/05) GPS OBS
 AH7660  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AH7660
 AH7660  HORZ ORDER  -  FIRST
 AH7660  ELLP ORDER  -  FOURTH    CLASS II
 AH7660
 AH7660.The horizontal coordinates were established by GPS observations
 AH7660.and adjusted by the National Geodetic Survey in February 1999..
 AH7660
 AH7660.The orthometric height was determined by GPS observations and a
 AH7660.high-resolution geoid model.
 AH7660
 AH7660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7660
 AH7660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7660
 AH7660.The ellipsoidal height was determined by GPS observations
 AH7660.and is referenced to NAD 83.
 AH7660
 AH7660.The geoid height was determined by GEOID03.
 AH7660
 AH7660;                    North         East     Units Scale Factor Converg.
 AH7660;SPC OH S     -   225,078.253   610,085.857   MT  0.99999883   +0 04 29.9
 AH7660;UTM  17      - 4,431,709.317   382,091.419   MT  0.99977115   -0 53 19.8
 AH7660
 AH7660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7660!SPC OH S     -   0.99995427  x   0.99999883  =   0.99995310
 AH7660!UTM  17      -   0.99995427  x   0.99977115  =   0.99972543
 AH7660
 AH7660                          SUPERSEDED SURVEY CONTROL
 AH7660
 AH7660  ELLIP H (02/25/99)  291.53   (m)                       GP(       ) 4 2
 AH7660
 AH7660.Superseded values are not recommended for survey control.
 AH7660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7660.See file dsdata.txt to determine how the superseded data were derived.
 AH7660
 AH7660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8209131709(NAD 83)
 AH7660_MARKER: DD = SURVEY DISK
 AH7660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7660_STAMPING: FRANKLIN TWP 1 1998
 AH7660_MARK LOGO: OH-089
 AH7660_PROJECTION: FLUSH
 AH7660_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7660+STABILITY: SURFACE MOTION
 AH7660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7660+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7660
 AH7660  HISTORY     - Date     Condition        Report By
 AH7660  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7660
 AH7660                          STATION DESCRIPTION
 AH7660
 AH7660'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7660'THE STATION IS LOCATIED IN THE CITY OF HEATH IN LICKING COUNTY, OHIO.
 AH7660'TO REACH THE STATION FROM THE INTERSECTION JACKSONTOWN ROAD (SR 13)
 AH7660'AND LINVILLE ROAD (CR 311) PROCEED SOUTHEAST ALONG LINVILLE ROAD (CR
 AH7660'311) A DISTANCE OF 0.7 MILE (1.1 KM) TO ITS INTERSECTION WITH
 AH7660'BLACKFOOT TRAIL.  TURN LEFT AND PROCEED EAST ALONG BLACKFOOT TRAIL A
 AH7660'DISTANCE OF 0.5 MILE (0.8 KM) TO ITS INTERSECTION WITH BLUE JAY ROAD.
 AH7660'TURN RIGHT AND PROCEED SOUTHEAST ALONG BLUE JAY ROAD A DISTANCE OF 0.6
 AH7660'MILE (1.0 KM) TO ITS INTERSECTION WITH FOREST HILL DRIVE.  TURN RIGHT
 AH7660'AND PROCEED SOUTHWEST ALONG FOREST HILLS DRIVE A DISTANCE OF 0.3 MILE
 AH7660'(0.5 KM) TO ITS INTERSECTION WITH OAK COURT AND THE STATION IN THE
 AH7660'SOUTHWEST CORNER OF THE INTERSECTION APPROXIMATELY 20 FEET (6.1 M)
 AH7660'NORTH OF THE PARKING LOT FOR THE FOREST HILLS GOLF CLUB.  THE STATION
 AH7660'IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7660'PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND SURFACE AND STAMPED
 AH7660'FRANKLIN TWP 1 1998.  THE STATION IS 41.2 FEET (12.6 M) AZIMUTH 52
 AH7660'DEGREES TO A STOP SIGN, 43.1 FEET (13.1 M) AZIMUTH 75 DEGREES TO A 12
 AH7660'INCH RCP CULVERT, 34.2 FEET (10.4 M) AZIMUTH 114 DEGREES TO A FENCE
 AH7660'POST AND APPROXIMATELY 44.4 FEET (13.5 M) FROM THE CENTERLINE OF
 AH7660'FOREST HILLS DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7661 ***********************************************************************
 AH7661  DESIGNATION -  FRANKLIN TWP 2
 AH7661  PID         -  AH7661
 AH7661  STATE/COUNTY-  OH/LICKING
 AH7661  USGS QUAD   -  HANOVER (1981)
 AH7661
 AH7661                         *CURRENT SURVEY CONTROL
 AH7661  ___________________________________________________________________
 AH7661* NAD 83(1995)-  40 01 06.19108(N)    082 20 10.01105(W)     ADJUSTED  
 AH7661* NAVD 88     -       317.2    (meters)    1041.     (feet)  GPS OBS   
 AH7661  ___________________________________________________________________
 AH7661  X           -     652,352.865 (meters)                     COMP
 AH7661  Y           -  -4,847,917.462 (meters)                     COMP
 AH7661  Z           -   4,079,731.405 (meters)                     COMP
 AH7661  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AH7661  ELLIP HEIGHT-         283.25  (meters)          (10/07/05) GPS OBS
 AH7661  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 AH7661
 AH7661  HORZ ORDER  -  FIRST
 AH7661  ELLP ORDER  -  FOURTH    CLASS II
 AH7661
 AH7661.The horizontal coordinates were established by GPS observations
 AH7661.and adjusted by the National Geodetic Survey in February 1999..
 AH7661
 AH7661.The orthometric height was determined by GPS observations and a
 AH7661.high-resolution geoid model.
 AH7661
 AH7661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7661
 AH7661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7661
 AH7661.The ellipsoidal height was determined by GPS observations
 AH7661.and is referenced to NAD 83.
 AH7661
 AH7661.The geoid height was determined by GEOID03.
 AH7661
 AH7661;                    North         East     Units Scale Factor Converg.
 AH7661;SPC OH S     -   224,087.131   613,991.039   MT  0.99999708   +0 06 14.4
 AH7661;UTM  17      - 4,430,652.911   385,978.479   MT  0.99976005   -0 51 33.3
 AH7661
 AH7661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7661!SPC OH S     -   0.99995557  x   0.99999708  =   0.99995265
 AH7661!UTM  17      -   0.99995557  x   0.99976005  =   0.99971563
 AH7661
 AH7661                          SUPERSEDED SURVEY CONTROL
 AH7661
 AH7661  ELLIP H (02/25/99)  283.27   (m)                       GP(       ) 4 2
 AH7661
 AH7661.Superseded values are not recommended for survey control.
 AH7661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7661.See file dsdata.txt to determine how the superseded data were derived.
 AH7661
 AH7661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8597830653(NAD 83)
 AH7661_MARKER: DD = SURVEY DISK
 AH7661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7661_STAMPING: FRANKLIN TWP 2 1998
 AH7661_MARK LOGO: OH-089
 AH7661_PROJECTION: FLUSH
 AH7661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7661+STABILITY: SURFACE MOTION
 AH7661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7661+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7661
 AH7661  HISTORY     - Date     Condition        Report By
 AH7661  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7661
 AH7661                          STATION DESCRIPTION
 AH7661
 AH7661'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7661'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP IN LICKING COUNTY, OHIO
 AH7661'ABOUT 6.5 MILES (10.5 KM) NORTHWEST OF THE TOWN OF BROWNSVILLE.  TO
 AH7661'REACH THE STATION FROM THE INTERSECTION OF BROWNSVILLE ROAD (CR 668)
 AH7661'AND BLUE JAY ROAD (CR 314) PROCEED WEST ALONG BLUE JAY ROAD (CR 314)
 AH7661'APPROXIMATELY 2.5 MILES (4.0 KM) TO ITS INTERSECTION WITH BEAL ROAD
 AH7661'(T-320) .  TURN RIGHT AND PROCEED NORTH ON BEAL ROAD (T-320) A
 AH7661'DISTANCE OF 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT IN FRONT OF
 AH7661'HOUSE NUMBER 4953.  THE STATION IS A STANDARD 3 1/4 INCH LICKING
 AH7661'COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT ONE INCH
 AH7661'BELOW THE GROUND SURFACE AND STAMPED FRANKLIN TWP 2 1998.  THE STATION
 AH7661'IS 43.1 FEET (13.1 M) AZIMUTH 333 DEGREES TO A MAILBOX WITH THE NUMBER
 AH7661'4953, 35.0 FEET (10.7 M) AZIMUTH 305 DEGREES TO A POWER POLE WITH THE
 AH7661'NUMBER 0082/149/4F56X, 86.5 FEET (26.4 M) AZIMUTH 09 DEGREES TO A GAS
 AH7661'LINE MARKER WITH THE NUMBER TL400 26 AND 14.4 FEET (4.4 M) FROM THE
 AH7661'CENTERLINE OF BEAL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7662 ***********************************************************************
 AH7662  DESIGNATION -  FRANKLIN TWP 3
 AH7662  PID         -  AH7662
 AH7662  STATE/COUNTY-  OH/LICKING
 AH7662  USGS QUAD   -  HANOVER (1981)
 AH7662
 AH7662                         *CURRENT SURVEY CONTROL
 AH7662  ___________________________________________________________________
 AH7662* NAD 83(1995)-  40 00 46.02690(N)    082 18 29.34424(W)     ADJUSTED  
 AH7662* NAVD 88     -       323.2    (meters)    1060.     (feet)  GPS OBS   
 AH7662  ___________________________________________________________________
 AH7662  X           -     654,772.935 (meters)                     COMP
 AH7662  Y           -  -4,847,999.351 (meters)                     COMP
 AH7662  Z           -   4,079,258.909 (meters)                     COMP
 AH7662  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AH7662  ELLIP HEIGHT-         289.22  (meters)          (10/07/05) GPS OBS
 AH7662  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AH7662
 AH7662  HORZ ORDER  -  FIRST
 AH7662  ELLP ORDER  -  FOURTH    CLASS II
 AH7662
 AH7662.The horizontal coordinates were established by GPS observations
 AH7662.and adjusted by the National Geodetic Survey in February 1999..
 AH7662
 AH7662.The orthometric height was determined by GPS observations and a
 AH7662.high-resolution geoid model.
 AH7662
 AH7662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7662
 AH7662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7662
 AH7662.The ellipsoidal height was determined by GPS observations
 AH7662.and is referenced to NAD 83.
 AH7662
 AH7662.The geoid height was determined by GEOID03.
 AH7662
 AH7662;                    North         East     Units Scale Factor Converg.
 AH7662;SPC OH S     -   223,469.912   616,379.577   MT  0.99999600   +0 07 18.2
 AH7662;UTM  17      - 4,429,995.790   388,355.735   MT  0.99975344   -0 50 28.2
 AH7662
 AH7662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7662!SPC OH S     -   0.99995463  x   0.99999600  =   0.99995063
 AH7662!UTM  17      -   0.99995463  x   0.99975344  =   0.99970808
 AH7662
 AH7662                          SUPERSEDED SURVEY CONTROL
 AH7662
 AH7662  ELLIP H (02/25/99)  289.25   (m)                       GP(       ) 4 2
 AH7662
 AH7662.Superseded values are not recommended for survey control.
 AH7662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7662.See file dsdata.txt to determine how the superseded data were derived.
 AH7662
 AH7662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8835629996(NAD 83)
 AH7662_MARKER: DD = SURVEY DISK
 AH7662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7662_STAMPING: FRANKLIN TWP 3 1998
 AH7662_MARK LOGO: OH-089
 AH7662_PROJECTION: FLUSH
 AH7662_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7662+STABILITY: SURFACE MOTION
 AH7662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7662+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7662
 AH7662  HISTORY     - Date     Condition        Report By
 AH7662  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7662
 AH7662                          STATION DESCRIPTION
 AH7662
 AH7662'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7662'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP IN LICKING COUNTY, OHIO
 AH7662'ABOUT 5.5 MILES (8.9 KM) NORTHWEST OF TOWN OF BROWNSVILLE.  TO REACH
 AH7662'THE STATION FROM THE INTERSECTION OF BROWNSVILLE ROAD (CR 668) AND
 AH7662'BLUE JAY ROAD (CR 314) PROCEED WEST ALONG BLUE JAY ROAD (CR 314) A
 AH7662'DISTANCE OF 2.0 MILES (3.2 KM) TO ITS INTERSECTION WITH SPRING HILL
 AH7662'ROAD (T-317) AND THE STATION ON THE RIGHT IN THE NORTHWEST CORNER OF
 AH7662'THE INTERSECTION.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY
 AH7662'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW
 AH7662'THE GROUND SURFACE AND STAMPED FRANKLIN TWP 3 1998.  THE STATION IS
 AH7662'15.9 FEET (4.8 M) AZIMUTH 350 DEGREES TO A TACK IN THE FENCE POST,
 AH7662'17.4 FEET (5.3 M) AZIMUTH 85 DEGREES TO A STOP SIGN, 10.0 FEET (3.0 M)
 AH7662'AZIMUTH 72 DEGREES TO A METAL UTILITY POLE WITH THE NUMBER 1US1
 AH7662'40536/97, 44.5 FEET (13.6 M) AZIMUTH 45 DEGREES TO A CORNER POST WITH
 AH7662'AN IRON BRACE AND 34.8 FEET (10.6 M) FROM THE CENTERLINE OF BLUE JAY
 AH7662'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7677 ***********************************************************************
 AH7677  DESIGNATION -  FRANKLIN TWP 4
 AH7677  PID         -  AH7677
 AH7677  STATE/COUNTY-  OH/LICKING
 AH7677  USGS QUAD   -  GLENFORD (1992)
 AH7677
 AH7677                         *CURRENT SURVEY CONTROL
 AH7677  ___________________________________________________________________
 AH7677* NAD 83(1995)-  39 59 00.78889(N)    082 19 54.87732(W)     ADJUSTED  
 AH7677* NAVD 88     -       341.2    (meters)    1119.     (feet)  GPS OBS   
 AH7677  ___________________________________________________________________
 AH7677  X           -     653,042.758 (meters)                     COMP
 AH7677  Y           -  -4,850,351.804 (meters)                     COMP
 AH7677  Z           -   4,076,783.772 (meters)                     COMP
 AH7677  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AH7677  ELLIP HEIGHT-         307.13  (meters)          (10/07/05) GPS OBS
 AH7677  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AH7677
 AH7677  HORZ ORDER  -  FIRST
 AH7677  ELLP ORDER  -  FOURTH    CLASS II
 AH7677
 AH7677.The horizontal coordinates were established by GPS observations
 AH7677.and adjusted by the National Geodetic Survey in February 1999..
 AH7677
 AH7677.The orthometric height was determined by GPS observations and a
 AH7677.high-resolution geoid model.
 AH7677
 AH7677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7677
 AH7677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7677
 AH7677.The ellipsoidal height was determined by GPS observations
 AH7677.and is referenced to NAD 83.
 AH7677
 AH7677.The geoid height was determined by GEOID03.
 AH7677
 AH7677;                    North         East     Units Scale Factor Converg.
 AH7677;SPC OH S     -   220,220.047   614,357.121   MT  0.99999053   +0 06 24.0
 AH7677;UTM  17      - 4,426,781.127   386,279.451   MT  0.99975921   -0 51 21.4
 AH7677
 AH7677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7677!SPC OH S     -   0.99995182  x   0.99999053  =   0.99994235
 AH7677!UTM  17      -   0.99995182  x   0.99975921  =   0.99971104
 AH7677
 AH7677                          SUPERSEDED SURVEY CONTROL
 AH7677
 AH7677  ELLIP H (02/25/99)  307.17   (m)                       GP(       ) 4 2
 AH7677
 AH7677.Superseded values are not recommended for survey control.
 AH7677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7677.See file dsdata.txt to determine how the superseded data were derived.
 AH7677
 AH7677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE8627926781(NAD 83)
 AH7677_MARKER: DD = SURVEY DISK
 AH7677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7677_STAMPING: FRANKLIN TWP 4 1998
 AH7677_MARK LOGO: OH-089
 AH7677_PROJECTION: FLUSH
 AH7677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7677+STABILITY: SURFACE MOTION
 AH7677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7677+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7677
 AH7677  HISTORY     - Date     Condition        Report By
 AH7677  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7677
 AH7677                          STATION DESCRIPTION
 AH7677
 AH7677'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7677'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP IN LICKING COUNTY, OHIO
 AH7677'ABOUT 4.5 MILES (7.2 KM) NORTHEAST OF THE TOWN OF JACKSONTOWN.  TO
 AH7677'REACH THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7677'JACKSONTOWN ROAD (SR 13) IN THE JACKSONTOWN PROCEED EAST ALONG
 AH7677'NATIONAL ROAD (US 40) A DISTANCE OF 3.6 MILES (5.8 KM) TO ITS
 AH7677'INTERSECTION WITH LINNVILLE ROAD (CR 311) .  TURN LEFT AND PROCEED
 AH7677'NORTHWEST ALONG LINVILLE ROAD (CR 311) A DISTANCE OF 1.4 MILES (2.3
 AH7677'KM) TO ITS INTERSECTION WITH FAIRVIEW ROAD (T-310) .  TURN RIGHT AND
 AH7677'PROCEED EAST ALONG FAIRVIEW ROAD (T-310) A DISTANCE OF 1.2 MILES (1.9
 AH7677'KM) TO INTERSECTION WITH PLEASANT CHAPEL ROAD (T-315) .  TURN LEFT AND
 AH7677'PROCEED NORTH ALONG PLEASANT CHAPEL ROAD (T-315) A DISTANCE OF 0.6
 AH7677'MILE (1.0 KM) TO THE STATION ON THE LEFT ON THE WEST SIDE OF THE ROAD
 AH7677'ACROSS FROM MAILBOX NUMBER 7370.  THE STATION IS A STANDARD 3 1/4 INCH
 AH7677'LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT
 AH7677'ONE INCH BELOW THE GROUND SURFACE AND STAMPED FRANKLIN TWP 4 1998.
 AH7677'THE STATION IS 52.2 FEET (15.9 M) AZIMUTH 159 DEGREES TO MAIL BOX WITH
 AH7677'THE NUMBER 7370, 16.2 FEET (4.9 M) AZIMUTH 169 DEGREES TO A 12 INCH
 AH7677'PLASTIC CULVERT, AND 43.0 FEET (13.1 M) AZIMUTH 118 DEGREES TO AN 18
 AH7677'INCH WALNUT TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7678 ***********************************************************************
 AH7678  DESIGNATION -  FRANKLIN TWP 5
 AH7678  PID         -  AH7678
 AH7678  STATE/COUNTY-  OH/LICKING
 AH7678  USGS QUAD   -  GLENFORD (1992)
 AH7678
 AH7678                         *CURRENT SURVEY CONTROL
 AH7678  ___________________________________________________________________
 AH7678* NAD 83(1995)-  39 58 52.60502(N)    082 18 01.65083(W)     ADJUSTED  
 AH7678* NAVD 88     -       377.8    (meters)    1239.     (feet)  GPS OBS   
 AH7678  ___________________________________________________________________
 AH7678  X           -     655,730.701 (meters)                     COMP
 AH7678  Y           -  -4,850,181.211 (meters)                     COMP
 AH7678  Z           -   4,076,613.947 (meters)                     COMP
 AH7678  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AH7678  ELLIP HEIGHT-         343.85  (meters)          (10/07/05) GPS OBS
 AH7678  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 AH7678
 AH7678  HORZ ORDER  -  FIRST
 AH7678  ELLP ORDER  -  FOURTH    CLASS II
 AH7678
 AH7678.The horizontal coordinates were established by GPS observations
 AH7678.and adjusted by the National Geodetic Survey in February 1999..
 AH7678
 AH7678.The orthometric height was determined by GPS observations and a
 AH7678.high-resolution geoid model.
 AH7678
 AH7678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7678
 AH7678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7678
 AH7678.The ellipsoidal height was determined by GPS observations
 AH7678.and is referenced to NAD 83.
 AH7678
 AH7678.The geoid height was determined by GEOID03.
 AH7678
 AH7678;                    North         East     Units Scale Factor Converg.
 AH7678;SPC OH S     -   219,973.104   617,044.083   MT  0.99999012   +0 07 35.8
 AH7678;UTM  17      - 4,426,489.156   388,961.256   MT  0.99975178   -0 50 08.4
 AH7678
 AH7678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7678!SPC OH S     -   0.99994606  x   0.99999012  =   0.99993618
 AH7678!UTM  17      -   0.99994606  x   0.99975178  =   0.99969785
 AH7678
 AH7678                          SUPERSEDED SURVEY CONTROL
 AH7678
 AH7678  ELLIP H (02/25/99)  343.90   (m)                       GP(       ) 4 2
 AH7678
 AH7678.Superseded values are not recommended for survey control.
 AH7678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7678.See file dsdata.txt to determine how the superseded data were derived.
 AH7678
 AH7678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE8896126489(NAD 83)
 AH7678_MARKER: DD = SURVEY DISK
 AH7678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7678_STAMPING: FRANKLIN TWP 5 1998
 AH7678_MARK LOGO: OH-089
 AH7678_PROJECTION: FLUSH
 AH7678_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7678+STABILITY: SURFACE MOTION
 AH7678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7678+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7678
 AH7678  HISTORY     - Date     Condition        Report By
 AH7678  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7678
 AH7678                          STATION DESCRIPTION
 AH7678
 AH7678'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7678'THE STATION IS LOCATED IN FRANKLIN TOWNSHIP IN LICKING COUNTY, OHIO
 AH7678'ABOUT 3.0 MILES (4.8 KM) NORTHWEST OF THE T0WN OF BROWNSVILLE.  TO
 AH7678'REACH THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7678'BROWNSVILLE ROAD (CR 668) IN BROWNSVILLE PROCEED WEST ALONG NATIONAL
 AH7678'ROAD (US 40) APPROXIMATELY OF 1.5 MILES (2.4 KM) TO ITS INTERSECTION
 AH7678'WITH BALLOU ROAD (CR 335) .  TURN RIGHT AND PROCEED NORTH ALONG BALLOU
 AH7678'ROAD (CR 335) A DISTANCE OF 2.5 MILES (4.0 KM) TO ITS INTERSECTION
 AH7678'WITH FAIRVIEW ROAD (T-310) AND THE STATION ON THE LEFT. THE STATION IS
 AH7678'A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7678'PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED
 AH7678'FRANKLIN TWP 5 1998.  THE STATION IS 74.9 FEET (22.8 M) AZIMUTH 125
 AH7678'DEGREES TO A POWER POLE WITH THE NUMBER 4S7/0331/001, 43.5 FEET (13.3
 AH7678'M) AZIMUTH 222 DEGREES TO A POWER POLE 4S6/1/0052/825, 14.1 FEET (4.3
 AH7678'M) AZIMUTH 275 TO A POWER POLE WITH THE NUMBER 4S6/0052/025, AND 51.0
 AH7678'FEET (15.5 M) AZIMUTH 342 DEGREES TO A 12 INCH CMP CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1458 ***********************************************************************
 MC1458  DESIGNATION -  FREASE
 MC1458  PID         -  MC1458
 MC1458  STATE/COUNTY-  OH/HENRY
 MC1458  USGS QUAD   -  MC CLURE (1971)
 MC1458
 MC1458                         *CURRENT SURVEY CONTROL
 MC1458  ___________________________________________________________________
 MC1458* NAD 83(1995)-  41 17 53.48436(N)    083 57 54.62388(W)     ADJUSTED  
 MC1458* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 MC1458  ___________________________________________________________________
 MC1458  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 MC1458  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1458
 MC1458  HORZ ORDER  -  THIRD
 MC1458
 MC1458.The horizontal coordinates were established by classical geodetic methods
 MC1458.and adjusted by the National Geodetic Survey in April 1998..
 MC1458
 MC1458.The orthometric height was scaled from a topographic map.
 MC1458
 MC1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1458
 MC1458.The geoid height was determined by GEOID03.
 MC1458
 MC1458;                    North         East     Units Scale Factor Converg.
 MC1458;SPC OH N     -   182,205.885   477,296.865   MT  0.99994721   -0 57 45.2
 MC1458;UTM  17      - 4,576,101.614   251,737.187   MT  1.00035860   -1 57 28.6
 MC1458;UTM  16      - 4,576,303.350   754,095.333   MT  1.00039467   +2 00 14.4
 MC1458
 MC1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1458!SPC OH N     -   0.99997265  x   0.99994721  =   0.99991986
 MC1458!UTM  17      -   0.99997265  x   1.00035860  =   1.00033124
 MC1458!UTM  16      -   0.99997265  x   1.00039467  =   1.00036731
 MC1458
 MC1458:                Primary Azimuth Mark                     Grid Az
 MC1458:SPC OH N     -  AUSTIN                                   048 37 07.1
 MC1458:UTM  17      -  AUSTIN                                   049 36 50.5
 MC1458:UTM  16      -  AUSTIN                                   045 39 07.5
 MC1458
 MC1458|---------------------------------------------------------------------|
 MC1458| PID    Reference Object                     Distance      Geod. Az  |
 MC1458|                                                           dddmmss.s |
 MC1458| MC1416 AUSTIN                              APPROX. 0.5 KM 0473921.9 |
 MC1458|---------------------------------------------------------------------|
 MC1458
 MC1458                          SUPERSEDED SURVEY CONTROL
 MC1458
 MC1458  NAD 83(1995)-  41 17 53.49287(N)    083 57 54.62851(W) AD(       ) 3
 MC1458  NAD 83(1986)-  41 17 53.49502(N)    083 57 54.63382(W) AD(       ) 3
 MC1458  NAD 27      -  41 17 53.31200(N)    083 57 54.83300(W) AD(       ) 3
 MC1458
 MC1458.Superseded values are not recommended for survey control.
 MC1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1458.See file dsdata.txt to determine how the superseded data were derived.
 MC1458
 MC1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5173776102(NAD 83)
 MC1458_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1458_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1458_STAMPING: FREASE 1947
 MC1458_MARK LOGO: CGS   
 MC1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1458+STABILITY: SURFACE MOTION
 MC1458
 MC1458  HISTORY     - Date     Condition        Report By
 MC1458  HISTORY     - 1947     MONUMENTED       CGS
 MC1458  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MC1458  HISTORY     - 1980     GOOD             LOCENG
 MC1458  HISTORY     - 1984     GOOD             USPSQD
 MC1458
 MC1458                          STATION DESCRIPTION
 MC1458
 MC1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1458'THE STATION IS 1-1/4 MILES WEST OF WESTHOPE IN SEC. 17, RICHFIELD
 MC1458'TOWNSHIP ON THE
 MC1458'AUSTIN C. FREASE FARM.  IT IS LOCATED ALONG THE EW
 MC1458'CULTIVATION LINE AND ON THE NS 1/4
 MC1458'MILE LAND SUBDIVISION LINE.
 MC1458'
 MC1458'STATION IS 9.1 METERS N OF THE CENTERLINE OF EW ROAD.  30.1 METERS NE
 MC1458'OF THE POINT OF INTERSECTION OF THE CENTERLINE OF S
 MC1458'DRIVEWAY AND S EDGE OF EW ROAD.  20.2 METERS N OF FENCE CORNER ON S
 MC1458'SIDE OF ROAD.  29.9 METERS (98 FEET) FROM THE POINT
 MC1458'OF INTERSECTION OF THE CENTERLINES OF DRIVEWAY S AND EW ROAD, IN
 MC1458'AZIMUTH 69 DEG 00 MIN.
 MC1458'
 MC1458'A STANDARD DISK STAMPED FREASE 1947 SET IN THE TOP OF A CONCRETE
 MC1458'MONUMENT ABOUT 10
 MC1458'INCHES IN DIAMETER THAT IS EMBEDDED SO THAT THE TOP IS
 MC1458'FLUSH WITH THE GROUND SURFACE.
 MC1458
 MC1458                          STATION RECOVERY (1963)
 MC1458
 MC1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1458'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 MC1458'EXCEPTIONS- THE STATION IS
 MC1458'0.8 METERS FROM A POWER LINE POLE, THE NORTH-SOUTH AND EAST-WEST
 MC1458'FENCES ARE GONE, THE FENCE CORNER
 MC1458'POST IS GONE AND THE CONCRETE MONUMENT IS SURROUNDED
 MC1458'BY A CONCRETE CAMERA TARGET 7 FEET IN DIAMETER.
 MC1458
 MC1458                          STATION RECOVERY (1980)
 MC1458
 MC1458'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1458'FREASE 1947 RECOVERED GOOD - CONC. TARGET BROKE UP.
 MC1458'
 MC1458'111 FEET E. TO POWER POLE 89 FEET S.W. TO NE COR GARAGE 103 FEET W.
 MC1458'TO TELEPHONE POLE.
 MC1458'
 MC1458'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI S. AND D 1.25 MI W,
 MC1458'MCCLURE.
 MC1458
 MC1458                          STATION RECOVERY (1984)
 MC1458
 MC1458'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1458'FREASE 1947 FOUND FAIR.
 MC1458'
 MC1458'ADD W/P TO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1414 ***********************************************************************
 MC1414  DESIGNATION -  FRED
 MC1414  PID         -  MC1414
 MC1414  STATE/COUNTY-  OH/HENRY
 MC1414  USGS QUAD   -  MC CLURE (1971)
 MC1414
 MC1414                         *CURRENT SURVEY CONTROL
 MC1414  ___________________________________________________________________
 MC1414* NAD 83(1995)-  41 16 47.80781(N)    083 57 35.75064(W)     ADJUSTED  
 MC1414* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 MC1414  ___________________________________________________________________
 MC1414  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 MC1414  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 MC1414
 MC1414  HORZ ORDER  -  THIRD
 MC1414
 MC1414.The horizontal coordinates were established by classical geodetic methods
 MC1414.and adjusted by the National Geodetic Survey in April 1998..
 MC1414
 MC1414.The orthometric height was scaled from a topographic map.
 MC1414
 MC1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1414
 MC1414.The geoid height was determined by GEOID03.
 MC1414
 MC1414;                    North         East     Units Scale Factor Converg.
 MC1414;SPC OH N     -   180,172.802   477,701.958   MT  0.99994598   -0 57 32.8
 MC1414;UTM  17      - 4,574,060.965   252,107.064   MT  1.00035634   -1 57 13.6
 MC1414;UTM  16      - 4,574,293.050   754,605.317   MT  1.00039786   +2 00 24.2
 MC1414
 MC1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1414!SPC OH N     -   0.99997234  x   0.99994598  =   0.99991832
 MC1414!UTM  17      -   0.99997234  x   1.00035634  =   1.00032867
 MC1414!UTM  16      -   0.99997234  x   1.00039786  =   1.00037019
 MC1414
 MC1414                          SUPERSEDED SURVEY CONTROL
 MC1414
 MC1414  NAD 83(1995)-  41 16 47.81654(N)    083 57 35.75548(W) AD(       ) 3
 MC1414  NAD 83(1986)-  41 16 47.81874(N)    083 57 35.76080(W) AD(       ) 3
 MC1414  NAD 27      -  41 16 47.63500(N)    083 57 35.96000(W) AD(       ) 3
 MC1414
 MC1414.Superseded values are not recommended for survey control.
 MC1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1414.See file dsdata.txt to determine how the superseded data were derived.
 MC1414
 MC1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5210774061(NAD 83)
 MC1414_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1414_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MC1414_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MC1414_STAMPING: FRED 1950
 MC1414_MARK LOGO: CGS   
 MC1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1414
 MC1414  HISTORY     - Date     Condition        Report By
 MC1414  HISTORY     - 1950     MONUMENTED       CGS
 MC1414  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MC1414  HISTORY     - 1965     SEE DESCRIPTION  USE
 MC1414  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1414
 MC1414                          STATION DESCRIPTION
 MC1414
 MC1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JMN)
 MC1414'STATION IS IN THE PHOTOGRAMMETRIC TEST AREA, NEAR MCCLURE, 1 MILE
 MC1414'WEST AND 1.25 MILES
 MC1414'SOUTH OF WESTHOPE, NEAR THE MID POINT OF THE WEST SIDE OF THE
 MC1414'NW 1/4 OF SECTION 28,
 MC1414'RICHFIELD TOWNSHIP, ON PROPERTY OF FRED J. BEHRMAN.
 MC1414'THE STATION IS IN THE CENTER OF A
 MC1414'PHOTOGRAMMETRIC TARGET, 6 FEET IN DIAMETER.
 MC1414
 MC1414                          STATION RECOVERY (1963)
 MC1414
 MC1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1414'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 MC1414'EXCEPTIONS.  THE FENCE SOUTH
 MC1414'OF THE STATION IS GONE, THE POWER POLE IS NO. 6, THE CONCRETE
 MC1414'MONUMENT IS SURROUNDED BY A
 MC1414'CONCRETE TARGET 7 FEET IN DIAMETER AND THE DISK IS STAMPED FRED
 MC1414'1950.
 MC1414
 MC1414                          STATION RECOVERY (1965)
 MC1414
 MC1414'RECOVERY NOTE BY US ENGINEERS 1965 (RWK)
 MC1414'TO REACH STA. FROM JCT OF HWYS 6 AND 65 AT MCCLURE, TRAVEL S 6 MI. ON
 MC1414'HWY 65 THRU A
 MC1414'SMALL TOWN CALLED WESTHOPE TO HWY 281, W 1 MI. TO
 MC1414'TWP ROAD 5, AND S 1/4 MI.
 MC1414'
 MC1414'THE STATION IS LOCATED IN A 2 M. DIAMETER CONC. TARGET, 8 M EAST OF
 MC1414'THE CENTERLINE OF
 MC1414'THE ROAD, 10 M SSE OF A POWER POLE, 1-1/2 M
 MC1414'EAST OF A CORNER FENCE POST, 3/4
 MC1414'M NW OF A FENCE POST.
 MC1414'
 MC1414'THE STATION IS APPROXIMATELY 1/4 M LOWER THAN THE ROAD.
 MC1414'
 MC1414'STATION IS MARKED BY A STANDARD C AND GS TRIANGULATION MARKER STAMPED
 MC1414'FRED 1950.
 MC1414
 MC1414                          STATION RECOVERY (1984)
 MC1414
 MC1414'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1414'FRED 1950 COULD NOT FIND BELIEVE PLOWED UNDER IN FARMERS FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3482 ***********************************************************************
 KY3482  DESIGNATION -  FREDERICKSBURG BELL MICROWAVE
 KY3482  PID         -  KY3482
 KY3482  STATE/COUNTY-  OH/HOLMES
 KY3482  USGS QUAD   -  FREDERICKSBURG (1994)
 KY3482
 KY3482                         *CURRENT SURVEY CONTROL
 KY3482  ___________________________________________________________________
 KY3482* NAD 83(1995)-  40 39 08.74831(N)    081 50 22.08955(W)     ADJUSTED  
 KY3482* NAVD 88     -                                                        
 KY3482  ___________________________________________________________________
 KY3482  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 KY3482  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KY3482
 KY3482  HORZ ORDER  -  THIRD
 KY3482
 KY3482.The horizontal coordinates were established by classical geodetic methods
 KY3482.and adjusted by the National Geodetic Survey in April 1998..
 KY3482
 KY3482
 KY3482.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3482
 KY3482.The geoid height was determined by GEOID03.
 KY3482
 KY3482;                    North         East     Units Scale Factor Converg.
 KY3482;SPC OH N     -   109,676.748   655,862.304   MT  0.99996525   +0 26 02.2
 KY3482;UTM  17      - 4,500,513.391   429,029.388   MT  0.99966200   -0 32 48.9
 KY3482
 KY3482                          SUPERSEDED SURVEY CONTROL
 KY3482
 KY3482  NAD 83(1986)-  40 39 08.75601(N)    081 50 22.09271(W) AD(       ) 4
 KY3482  NAD 27      -  40 39 08.55660(N)    081 50 22.59938(W) AD(       ) 3
 KY3482
 KY3482.Superseded values are not recommended for survey control.
 KY3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3482.See file dsdata.txt to determine how the superseded data were derived.
 KY3482
 KY3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2902900513(NAD 83)
 KY3482
 KY3482  HISTORY     - Date     Condition        Report By
 KY3482  HISTORY     - 1959     MONUMENTED       CGS
 KY3482
 KY3482                          STATION DESCRIPTION
 KY3482
 KY3482'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3482'THE STATION IS A FLASHING RED LIGHT ATOP THE MICROWAVE TOWER,
 KY3482'ABOUT 8 MILES
 KY3482'NORTHEAST OF MILLERSBURG, 7 MILES SOUTH OF APPLE CREEK, 2 MILES
 KY3482'SOUTHEAST OF FREDERICKSBURG.
 KY3482'
 KY3482'THE TOWER IS A 4-LEGGED STEEL STRUCTURE ABOUT 225 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2488 ***********************************************************************
 MB2488  DESIGNATION -  FREEDOM
 MB2488  PID         -  MB2488
 MB2488  STATE/COUNTY-  OH/PORTAGE
 MB2488  USGS QUAD   -  RAVENNA (1994)
 MB2488
 MB2488                         *CURRENT SURVEY CONTROL
 MB2488  ___________________________________________________________________
 MB2488* NAD 83(1995)-  41 12 51.93272(N)    081 10 58.65299(W)     ADJUSTED  
 MB2488* NAVD 88     -       378.2    (meters)    1241.     (feet)  VERTCON   
 MB2488  ___________________________________________________________________
 MB2488  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 MB2488  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB2488
 MB2488  HORZ ORDER  -  FIRST
 MB2488
 MB2488.The horizontal coordinates were established by classical geodetic methods
 MB2488.and adjusted by the National Geodetic Survey in April 1998..
 MB2488
 MB2488.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2488
 MB2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2488
 MB2488.The geoid height was determined by GEOID03.
 MB2488
 MB2488;                    North         East     Units Scale Factor Converg.
 MB2488;SPC OH N     -   172,706.813   710,439.025   MT  0.99994241   +0 51 54.8
 MB2488;UTM  17      - 4,562,576.934   484,662.826   MT  0.99960289   -0 07 14.0
 MB2488
 MB2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2488!SPC OH N     -   0.99994595  x   0.99994241  =   0.99988836
 MB2488!UTM  17      -   0.99994595  x   0.99960289  =   0.99954886
 MB2488
 MB2488:                Primary Azimuth Mark                     Grid Az
 MB2488:SPC OH N     -  RAVENNA ARSENAL WATER TANK 4             112 16 09.5
 MB2488:UTM  17      -  RAVENNA ARSENAL WATER TANK 4             113 15 18.3
 MB2488
 MB2488|---------------------------------------------------------------------|
 MB2488| PID    Reference Object                     Distance      Geod. Az  |
 MB2488|                                                           dddmmss.s |
 MB2488| MB2312 RAVENNA ARSENAL WATER TANK 4        APPROX. 8.3 KM 1130804.3 |
 MB2488| MB2537 RAVENNA GE RAD MAST                 APPROX. 6.4 KM 2255028.0 |
 MB2488| CC9889 FREEDOM RM 1                         27.041 METERS 23645     |
 MB2488| MB2557 KENT STATE UNIVERSITY STACK         APPROX.15.5 KM 2430126.5 |
 MB2488| CC9890 FREEDOM RM 2                         35.963 METERS 32314     |
 MB2488| MB2489 SHALERSVILLE RAD RELAY STA TWR      APPROX. 4.4 KM 3260030.0 |
 MB2488| CC9888 FREEDOM AZ MK                                      3594012.4 |
 MB2488|---------------------------------------------------------------------|
 MB2488
 MB2488                          SUPERSEDED SURVEY CONTROL
 MB2488
 MB2488  NAD 83(1986)-  41 12 51.93990(N)    081 10 58.65356(W) AD(       ) 1
 MB2488  NAD 27      -  41 12 51.73758(N)    081 10 59.29317(W) AD(       ) 1
 MB2488  NGVD 29 (07/19/86)  378.4    (m)         1241.     (f) VERT ANG       
 MB2488
 MB2488.Superseded values are not recommended for survey control.
 MB2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2488.See file dsdata.txt to determine how the superseded data were derived.
 MB2488
 MB2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8466362577(NAD 83)
 MB2488_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2488
 MB2488  HISTORY     - Date     Condition        Report By
 MB2488  HISTORY     - 1950     MONUMENTED       CGS
 MB2488  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MB2488  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MB2488
 MB2488                          STATION DESCRIPTION
 MB2488
 MB2488'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2488'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF RAVENNA, 3 MILES
 MB2488'SOUTHWEST OF FREEDOM, ON THE
 MB2488'EAST SIDE OF A GRAVELED ROAD AND ON THE PROPERTY OF MR. D.A. CRANE.
 MB2488'IT IS 59 FEET SOUTHWEST OF THE
 MB2488'SOUTHWEST CORNER OF AN ABANDONED HOUSE, 55 FEET SOUTHEAST OF
 MB2488'A 36 INCH MAPLE TREE, 50 FEET EAST OF THE
 MB2488'CENTERLINE OF A GRAVELED ROAD, 37 FEET NORTH OF
 MB2488'THE NORTHWEST CORNER OF A CULTIVATED FIELD, 26 FEET SOUTH OF
 MB2488'A DRIVEWAY, 15-1/2 FEET EAST OF A
 MB2488'WITNESS POST AND 9 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK
 MB2488'IS STAMPED FREEDOM 1950.
 MB2488'
 MB2488'REFERENCE MARK NO. 1 IS 66 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 MB2488'BARN, 23 FEET WEST OF THE
 MB2488'CENTERLINE OF A GRAVELED ROAD AND 3 FEET NORTHEAST OF POWER POLE NO.
 MB2488'FD59.  THE MARK IS FLUSH AND IS
 MB2488'STAMPED FREEDOM NO 1 1950.
 MB2488'
 MB2488'REFERENCE MARK NO. 2 IS 68 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MB2488'A BARN, 47 FEET SOUTH OF A
 MB2488'TELEPHONE POLE AND 20 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 MB2488'ROAD.  THE MARK IS STAMPED FREEDOM NO
 MB2488'2 1950.
 MB2488'
 MB2488'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST AND
 MB2488'PROJECTS 3 INCHES ABOVE THE
 MB2488'GROUND.  IT IS 20 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD,
 MB2488'2 FEET SOUTH OF A WITNESS POST AND A
 MB2488'POWER POLE AND ON THE EAST EDGE OF A CULTIVATED
 MB2488'FIELD.  THE MARK IS STAMPED FREEDOM 1950.
 MB2488'
 MB2488'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES NO. 303
 MB2488'AND NO. 88 IN FREEDOM GO
 MB2488'SOUTHWEST ON STATE ROUTE NO. 88 FOR 3.1 MILE TO A GRAVELED ROAD
 MB2488'LEADING SHARP RIGHT, TURN RIGHT AND
 MB2488'GO 0.4 MILE TO THE STATION AS DESCRIBED, CONTINUE AHEAD ON THE
 MB2488'SAME GRAVELED ROAD FOR 1.2 MILES TO THE
 MB2488'AZIMUTH MARK ON THE LEFT.
 MB2488
 MB2488                          STATION RECOVERY (1959)
 MB2488
 MB2488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 MB2488'THE STATION AND THE TWO RMS WERE RECOVERED IN GOOD CONDITION AS
 MB2488'DESCRIBED.  THE DISTANCE
 MB2488'TO THE RMS AND THE ANGLE BETWEEN WERE FOUND TO BE AS PUBLISHED.
 MB2488'
 MB2488'THE AZ. MARK WAS NOT GROUND VISIBLE AND THEREFORE WAS NOT RECOVERED
 MB2488'BY THIS PARTY.
 MB2488
 MB2488                          STATION RECOVERY (1977)
 MB2488
 MB2488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2488'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 MB2488'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 MB2488'REFERENCE MARK 1 CHECKED THE OLD DATA.  THE DIRECTION TO
 MB2488'REFERENCE MARK 2 CHECKED THE OLD DATA.  A DIFFERENCE OF
 MB2488'0.057 METER LONGER IN THE DISTANCE TO REFERENCE MARK
 MB2488'2 WAS NOTED AND VERIFIED AT THIS TIME.  DUE TO LOCAL
 MB2488'CHANGES, A NEW DESCRIPTION FOLLOWS.
 MB2488'
 MB2488'THE STATION IS ABOUT 5 MILES NORTHEAST OF RAVENNA, 3 MILES
 MB2488'SOUTHWEST OF FREEDOM AND ON PROPERTY OWNED BY MR. DARELL
 MB2488'CRANE, 8226 NICODEMUS ROAD, RAVENNA, OHIO 44266, AND
 MB2488'LEASED BY MR. BARRY HOMBERSON, 8644 LIMERIDGE ROAD,
 MB2488'RAVENNA, OHIO 44266.
 MB2488'
 MB2488'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14, 44
 MB2488'AND 88 IN THE NORTHEAST PART OF RAVENNA, GO NORTHEAST ON
 MB2488'HIGHWAY 88 FOR 3.25 MILES TO THE JUNCTION WITH LIMERIDGE ROAD.
 MB2488'TURN LEFT AND GO NORTH ON LIMERIDGE ROAD FOR 0.35 MILE TO A
 MB2488'DRIVEWAY AND THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 MB2488'MARK FROM THE STATION, CONTINUE NORTH ON LIMERIDGE ROAD FOR
 MB2488'1.05 MILES TO THE MARK ON THE LEFT.
 MB2488'
 MB2488'STATION MARK, STAMPED---FREEDOM 1950---, IS A STANDARD DISK SET
 MB2488'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 10
 MB2488'INCHES BELOW THE GROUND SURFACE.  IT IS 50 FEET EAST OF THE
 MB2488'CENTER OF LIMERIDGE ROAD, 45 FEET WEST OF A 16-INCH APPLE TREE
 MB2488'AND 24 FEET SOUTH OF THE CENTER OF A DRIVEWAY.  THE UNDERGROUND
 MB2488'MARK WAS NOT INSPECTED AT THIS TIME.
 MB2488'
 MB2488'REFERENCE MARK 1, STAMPED---FREEDOM NO 1 1950---, IS A STANDARD
 MB2488'DISK SET IN THE TOP OF A 12-INCH
 MB2488'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 MB2488'23 FEET WEST OF THE CENTER OF LIMERIDGE ROAD, 3 FEET EAST OF A
 MB2488'POWER LINE POLE NUMBERED 33-10 AND ABOUT THE SAME ELEVATION AS
 MB2488'THE STATION.
 MB2488'
 MB2488'REFERENCE MARK 2, STAMPED---FREEDOM NO 2 1950---, IS A
 MB2488'STANDARD DISK SET IN THE TOP
 MB2488'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 12 INCHES
 MB2488'BBOVE THE GROUND.  IT IS 20 FEET WEST OF THE CENTER OF
 MB2488'LIMERIDGE ROAD, 19 FEET SOUTH OF THE DRIVEWAY AND ABOUT THE
 MB2488'SAME ELEVATION AS THE STATION.
 MB2488'
 MB2488'AZIMUTH MARK, STAMPED---FREEDOM 1950---, IS A
 MB2488'STANDARD DISK SET IN THE TOP OF A
 MB2488'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 MB2488'IT IS 21.5 FEET WEST OF THE CENTER OF LIMERIDGE ROAD, 3.7 FEET
 MB2488'SOUTH OF A POWER LINE POLE AND 1.2 FEET WEST OF A METAL WITNESS
 MB2488'POST.
 MB2488'
 MB2488'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 34.7 METERS.
 MB2488'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 MB2488'
 MB2488'DESCRIBED BY V. WILSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2085 ***********************************************************************
 KZ2085  DESIGNATION -  FREEMAN
 KZ2085  PID         -  KZ2085
 KZ2085  STATE/COUNTY-  OH/CLARK
 KZ2085  USGS QUAD   -  THACKERY (1961)
 KZ2085
 KZ2085                         *CURRENT SURVEY CONTROL
 KZ2085  ___________________________________________________________________
 KZ2085* NAD 83(1995)-  40 00 07.31812(N)    083 53 09.42277(W)     ADJUSTED  
 KZ2085* NAVD 88     -       347.8    (meters)    1141.     (feet)  GPS OBS   
 KZ2085  ___________________________________________________________________
 KZ2085  X           -     521,122.143 (meters)                     COMP
 KZ2085  Y           -  -4,864,972.441 (meters)                     COMP
 KZ2085  Z           -   4,078,360.621 (meters)                     COMP
 KZ2085  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KZ2085  ELLIP HEIGHT-         314.47  (meters)          (10/07/05) GPS OBS
 KZ2085  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KZ2085
 KZ2085  HORZ ORDER  -  FIRST
 KZ2085  ELLP ORDER  -  FOURTH    CLASS I
 KZ2085
 KZ2085.The horizontal coordinates were established by classical geodetic methods
 KZ2085.and adjusted by the National Geodetic Survey in April 1998..
 KZ2085
 KZ2085.The orthometric height was determined by GPS observations and a
 KZ2085.high-resolution geoid model.
 KZ2085
 KZ2085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2085
 KZ2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2085
 KZ2085.The ellipsoidal height was determined by GPS observations
 KZ2085.and is referenced to NAD 83.
 KZ2085
 KZ2085.The geoid height was determined by GEOID03.
 KZ2085
 KZ2085;                    North         East     Units Scale Factor Converg.
 KZ2085;SPC OH S     -   223,166.842   481,657.190   MT  0.99999396   -0 52 45.9
 KZ2085;UTM  17      - 4,431,972.947   253,645.126   MT  1.00034721   -1 51 21.8
 KZ2085
 KZ2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2085!SPC OH S     -   0.99995067  x   0.99999396  =   0.99994463
 KZ2085!UTM  17      -   0.99995067  x   1.00034721  =   1.00029786
 KZ2085
 KZ2085|---------------------------------------------------------------------|
 KZ2085| PID    Reference Object                     Distance      Geod. Az  |
 KZ2085|                                                           dddmmss.s |
 KZ2085| CE6589 FREEMAN RM 3                         35.390 METERS 13617     |
 KZ2085| CE6590 FREEMAN RM 4                         26.133 METERS 21104     |
 KZ2085| CE6587 FREEMAN RM 1                         38.557 METERS 24907     |
 KZ2085| CE6586 FREEMAN AZ MK                                      2713247.8 |
 KZ2085| CE6588 FREEMAN RM 2                         49.450 METERS 32948     |
 KZ2085|---------------------------------------------------------------------|
 KZ2085
 KZ2085                          SUPERSEDED SURVEY CONTROL
 KZ2085
 KZ2085  ELLIP H (04/01/98)  314.52   (m)                       GP(       ) 4 1
 KZ2085  NAD 83(1986)-  40 00 07.32533(N)    083 53 09.42918(W) AD(       ) 1
 KZ2085  NAD 27      -  40 00 07.11200(N)    083 53 09.68100(W) AD(       ) 1
 KZ2085
 KZ2085.Superseded values are not recommended for survey control.
 KZ2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2085.See file dsdata.txt to determine how the superseded data were derived.
 KZ2085
 KZ2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE5364531973(NAD 83)
 KZ2085_MARKER: DS = TRIANGULATION STATION DISK
 KZ2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2085_SP_SET: CONCRETE POST
 KZ2085_STAMPING: FREEMAN 1933
 KZ2085_MARK LOGO: CGS   
 KZ2085_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2085+STABILITY: SURFACE MOTION
 KZ2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2085+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1993
 KZ2085
 KZ2085  HISTORY     - Date     Condition        Report By
 KZ2085  HISTORY     - 1933     MONUMENTED       CGS
 KZ2085  HISTORY     - 1933     GOOD             CGS
 KZ2085  HISTORY     - 1938     GOOD             CGS
 KZ2085  HISTORY     - 1976     GOOD             OHDT
 KZ2085  HISTORY     - 1977     GOOD             NGS
 KZ2085  HISTORY     - 19930601 GOOD             GEOMET
 KZ2085
 KZ2085                          STATION DESCRIPTION
 KZ2085
 KZ2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ2085'THIS STATION IS ABOUT 5 MILES S BY W OF TREMONT CITY ON THE PROPERTY
 KZ2085'OF J.C. FREEMAN OF SPRINGFIELD,
 KZ2085'OHIO, THE MARK IS IN THE E END OF A TRIANGULAR PASTURE
 KZ2085'E OF FARM BUILDINGS, 67 FEET SW
 KZ2085'OF CENTER LINE OF THE MAIN ROAD, 23.5
 KZ2085'FEET NW OF THE LARGEST TREE IN WOODED TRIANGLE E
 KZ2085'OF PASTURE, 59
 KZ2085'FEET N OF THE NE CORNER OF THE PASTURE, 67 FEET NE OF THE CENTER
 KZ2085'LINE OF A LANE
 KZ2085'LEADING FROM THE MAIN ROAD W TO A FARM, AND ABOUT
 KZ2085'12 INCHES BELOW THE SURFACE OF
 KZ2085'THE GROUND.
 KZ2085'
 KZ2085'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KZ2085'BRONZE DISKS IN CONCRETE.
 KZ2085'
 KZ2085'REFERENCE MARK NO. 1 IS WSW OF THE STATION ON THE FENCE LINE
 KZ2085'PARALLEING THE
 KZ2085'LANE AND PROJECTS 4 INCHES.  REFERENCE MARK NO. 2
 KZ2085'IS NW OF THE STATION ON THE FENCE
 KZ2085'LINE PARALLELING THE MAIN ROAD
 KZ2085'AND PROJECTS 6 INCHES.
 KZ2085'
 KZ2085'THE AZIMUTH MARK IS W OF THE STATION, AT THE END OF THE LANE, IN
 KZ2085'THE PASTURE, 45
 KZ2085'FEET NW OF THE NW CORNER OF A WHITE FARMHOUSE, 27
 KZ2085'FEET E OF A LARGE LONE TREE ON THE
 KZ2085'FENCE LINE, 1 FOOT E OF
 KZ2085'FENCE LINE, AND PROJECTS 4 INCHES.
 KZ2085'
 KZ2085'TO REACH, GO W FROM CROSSROADS IN TREMONT CITY 2.4 MILES, TURN
 KZ2085'L ON T-ROAD AND
 KZ2085'CONTINUE 1.4 MILES, TURN R ON T-ROAD AND GO
 KZ2085'0.4 MILE TO PASTURE AND LANE.
 KZ2085
 KZ2085                          STATION RECOVERY (1933)
 KZ2085
 KZ2085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KZ2085'RECOVERED IN GOOD CONDITION.
 KZ2085
 KZ2085                          STATION RECOVERY (1938)
 KZ2085
 KZ2085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 KZ2085'STATION WAS RECOVERED AS DESCRIBED AND MARKS WERE FOUND TO BE IN GOOD
 KZ2085'CONDITION.
 KZ2085
 KZ2085                          STATION RECOVERY (1976)
 KZ2085
 KZ2085'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1976 (RRH)
 KZ2085'FREEMAN 1933 RECOVERED GOOD.
 KZ2085'
 KZ2085'AZIMUTH MARK RECOVERED GOOD.
 KZ2085'
 KZ2085'R.M. 1 AND R.M. 2 RECOVERED GOOD.
 KZ2085'
 KZ2085'DESCRIPTION SHOULD READ ---- 60 FEET SW OF CENTER LINE OF MAIN ROAD,
 KZ2085'23.5 FEET NW OF A LONE 24 INCHES STUMP-------.  BOTH FENCES HAVE
 KZ2085'BEEN REMOVED AT REFERENCE MARKS AND THESE REFERENCE MARKS SHOULD BE
 KZ2085'LOWERED TO FLUSH WITH GROUND SO OWNERS COULD MOW.
 KZ2085'
 KZ2085'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI. S BY W OF TREMONT
 KZ2085'CITY.
 KZ2085
 KZ2085                          STATION RECOVERY (1977)
 KZ2085
 KZ2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KZ2085'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  BOTH
 KZ2085'REFERENCE MARKS WERE FOUND DISTURBED BY FARMING AND WERE
 KZ2085'DESTROYED.  REFERENCE MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION
 KZ2085'FOLLOWS--
 KZ2085'
 KZ2085'THE STATION IS LOCATED IN A TRIANGLE SHAPED GARDEN, ON THE PROPERTY
 KZ2085'OF MRS. RUSSELL LEONARD, 5293 BALLENTINE PIKE, SPRINGFIELD, OHIO.,
 KZ2085'60 FEET SOUTHWEST OF THE CENTERLINE OF BALLENTINE ROAD AND 67 FEET
 KZ2085'NORTH OF THE CENTERLINE OF A GRAVELED FARM LANE.  THE MONUMENT IS
 KZ2085'12 INCHES UNDERGROUND AND THE DISK IS STAMPED FREEMAN 1933.
 KZ2085'
 KZ2085'TO REACH THE STATION FROM THE MAIN INTERSECTION AT TREMONT CITY, GO
 KZ2085'WEST ON PAVED ROAD FOR 2.4 MILES TO A PAVED ROAD LEFT.  TURN LEFT
 KZ2085'AND GO SOUTH ON THE PAVED ROAD FOR 1.4 MILES TO A PAVED ROAD
 KZ2085'RIGHT.  TURN RIGHT AND GO WEST ON BALLENTINE ROAD FOR 0.4 MILE TO
 KZ2085'THE STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST
 KZ2085'ON GRAVELED FARM LANE FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 KZ2085'
 KZ2085'REFERENCE MARK 3 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 KZ2085'MAGNETS, FLUSH WITH THE GROUND, STAMPED FREEMAN 1933 NO 3 1977, 17
 KZ2085'FEET EAST OF AN UNDERGROUND CABLE BOX, SET IN AN EAST-WEST FENCE
 KZ2085'LINE, 6 INCHES WEST OF A METAL WITNESS POST, 10 FEET SOUTH OF THE
 KZ2085'CENTERLINE OF THE LANE AND 64 FEET WEST OF A POWER POLE.
 KZ2085'
 KZ2085'REFERENCE MARK 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT WITH
 KZ2085'MAGNETS, FLUSH WITH THE GROUND, STAMPED FREEMAN 1933 NO 4 1977, 10
 KZ2085'FEET SOUTH OF THE CENTERLINE OF THE LANE, 6 INCHES WEST OF A METAL
 KZ2085'WITNESS POST, 77 FEET EAST OF A POWER POLE AND 6 INCHES NORTH OF
 KZ2085'THE EAST-WEST FENCE.
 KZ2085'
 KZ2085'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 KZ2085'A ROUND CONCRETE POST PROJECTING 2 INCHES, STAMPED FREEMAN AZI 1933,
 KZ2085'40 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING,
 KZ2085'11 FEET NORTH OF THE CENTERLINE OF THE LANE AND 46 FEET NORTHWEST
 KZ2085'OF THE NORTHWEST CORNER OF A 2 STORY FRAME HOUSE.
 KZ2085'
 KZ2085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 KZ2085'SOUTH OF TREMONT CITY.
 KZ2085'
 KZ2085'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KZ2085
 KZ2085                          STATION RECOVERY (1993)
 KZ2085
 KZ2085'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 KZ2085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7188 ***********************************************************************
 AJ7188  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7188  DESIGNATION -  FREEPORT CORS ARP
 AJ7188  CORS_ID     -  FREO
 AJ7188  PID         -  AJ7188
 AJ7188  STATE/COUNTY-  OH/HARRISON
 AJ7188  USGS QUAD   -  FREEPORT (1994)
 AJ7188
 AJ7188                         *CURRENT SURVEY CONTROL
 AJ7188  ___________________________________________________________________
 AJ7188* NAD 83(CORS)-  40 12 05.96956(N)    081 15 28.22151(W)     ADJUSTED  
 AJ7188* NAVD 88     -                                                        
 AJ7188  ___________________________________________________________________
 AJ7188  EPOCH DATE  -        2002.00
 AJ7188  X           -     741,473.353 (meters)                     COMP
 AJ7188  Y           -  -4,821,817.513 (meters)                     COMP
 AJ7188  Z           -   4,095,290.363 (meters)                     COMP
 AJ7188  ELLIP HEIGHT-         274.71  (meters)          (03/??/02) GPS OBS
 AJ7188  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 AJ7188
 AJ7188  HORZ ORDER  -  SPECIAL (CORS)
 AJ7188  ELLP ORDER  -  SPECIAL (CORS)
 AJ7188
 AJ7188.ITRF positions are available for this station.
 AJ7188.The coordinates were established by GPS observations
 AJ7188.and adjusted by the National Geodetic Survey in March 2002..
 AJ7188.The coordinates are valid at the epoch date displayed above.
 AJ7188.The epoch date for horizontal control is a decimal equivalence
 AJ7188.of Year/Month/Day.
 AJ7188
 AJ7188
 AJ7188.The PID for the CORS L1 Phase Center is DF9319.
 AJ7188
 AJ7188.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7188
 AJ7188.The ellipsoidal height was determined by GPS observations
 AJ7188.and is referenced to NAD 83.
 AJ7188
 AJ7188.The geoid height was determined by GEOID03.
 AJ7188
 AJ7188;                    North         East     Units Scale Factor Converg.
 AJ7188;SPC OH N     -    60,163.199   705,762.173   MT  1.00005244   +0 48 57.7
 AJ7188
 AJ7188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7188!SPC OH N     -   0.99995691  x   1.00005244  =   1.00000934
 AJ7188
 AJ7188                          SUPERSEDED SURVEY CONTROL
 AJ7188
 AJ7188  NAD 83(CORS)-  40 12 05.96955(N)    081 15 28.22150(W) AD(1997.00) c
 AJ7188  ELLIP H (01/??/02)  274.71   (m)                       GP(1997.00) c c
 AJ7188
 AJ7188.Superseded values are not recommended for survey control.
 AJ7188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7188.See file dsdata.txt to determine how the superseded data were derived.
 AJ7188
 AJ7188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME7805650172(NAD 83)
 AJ7188_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7188
 AJ7188                          STATION DESCRIPTION
 AJ7188
 AJ7188'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ7188'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7188'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7188'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7188'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7188'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF9319 ***********************************************************************
 DF9319  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9319  DESIGNATION -  FREEPORT CORS L1 PHASE CENTER
 DF9319  CORS_ID     -  FREO
 DF9319  PID         -  DF9319
 DF9319  STATE/COUNTY-  OH/HARRISON
 DF9319  USGS QUAD   -  FREEPORT (1994)
 DF9319
 DF9319                         *CURRENT SURVEY CONTROL
 DF9319  ___________________________________________________________________
 DF9319* NAD 83(CORS)-  40 12 05.96959(N)    081 15 28.22143(W)     ADJUSTED  
 DF9319* NAVD 88     -                                                        
 DF9319  ___________________________________________________________________
 DF9319  EPOCH DATE  -        2002.00
 DF9319  X           -     741,473.367 (meters)                     COMP
 DF9319  Y           -  -4,821,817.588 (meters)                     COMP
 DF9319  Z           -   4,095,290.428 (meters)                     COMP
 DF9319  ELLIP HEIGHT-         274.81  (meters)          (03/??/02) GPS OBS
 DF9319  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DF9319
 DF9319  HORZ ORDER  -  SPECIAL (CORS)
 DF9319  ELLP ORDER  -  SPECIAL (CORS)
 DF9319
 DF9319.ITRF positions are available for this station.
 DF9319.The coordinates were established by GPS observations
 DF9319.and adjusted by the National Geodetic Survey in March 2002..
 DF9319.The coordinates are valid at the epoch date displayed above.
 DF9319.The epoch date for horizontal control is a decimal equivalence
 DF9319.of Year/Month/Day.
 DF9319
 DF9319
 DF9319.The PID for the CORS ARP is AJ7188.
 DF9319
 DF9319.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9319
 DF9319.The ellipsoidal height was determined by GPS observations
 DF9319.and is referenced to NAD 83.
 DF9319
 DF9319.The geoid height was determined by GEOID03.
 DF9319
 DF9319;                    North         East     Units Scale Factor Converg.
 DF9319;SPC OH N     -    60,163.200   705,762.175   MT  1.00005244   +0 48 57.7
 DF9319
 DF9319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9319!SPC OH N     -   0.99995689  x   1.00005244  =   1.00000933
 DF9319
 DF9319                          SUPERSEDED SURVEY CONTROL
 DF9319
 DF9319  NAD 83(CORS)-  40 12 05.96958(N)    081 15 28.22142(W) AD(1997.00) c
 DF9319  ELLIP H (01/??/02)  274.81   (m)                       GP(1997.00) c c
 DF9319
 DF9319.Superseded values are not recommended for survey control.
 DF9319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9319.See file dsdata.txt to determine how the superseded data were derived.
 DF9319
 DF9319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME7805650172(NAD 83)
 DF9319_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF9319
 DF9319                          STATION DESCRIPTION
 DF9319
 DF9319'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF9319'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9319'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9319'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9319'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9319'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0402 ***********************************************************************
 MC0402  DESIGNATION -  FREMONT
 MC0402  PID         -  MC0402
 MC0402  STATE/COUNTY-  OH/SANDUSKY
 MC0402  USGS QUAD   -  FREMONT EAST (1980)
 MC0402
 MC0402                         *CURRENT SURVEY CONTROL
 MC0402  ___________________________________________________________________
 MC0402* NAD 83(1986)-  41 20 47.     (N)    083 06 55.     (W)     SCALED    
 MC0402* NAVD 88     -       182.982  (meters)     600.33   (feet)  POSTED    
 MC0402  ___________________________________________________________________
 MC0402  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC0402  DYNAMIC HT  -         182.910 (meters)     600.10  (feet)  COMP
 MC0402  MODELED GRAV-     980,206.6   (mgal)                       NAVD 88
 MC0402
 MC0402  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MC0402
 MC0402.The horizontal coordinates were scaled from a topographic map and have
 MC0402.an estimated accuracy of +/- 6 seconds.
 MC0402
 MC0402.The orthometric height was determined by differential leveling
 MC0402.and adjusted by the National Geodetic Survey in 1992..
 MC0402.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MC0402.rate of 2.1 thru 3.0 mm/km.
 MC0402
 MC0402.The geoid height was determined by GEOID03.
 MC0402
 MC0402.The dynamic height is computed by dividing the NAVD 88
 MC0402.geopotential number by the normal gravity value computed on the
 MC0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0402.degrees latitude (g = 980.6199 gals.).
 MC0402
 MC0402.The modeled gravity was interpolated from observed gravity values.
 MC0402
 MC0402;                    North         East    Units  Estimated Accuracy
 MC0402;SPC OH N     -   186,710.      548,510.      MT  (+/- 180 meters Scaled)
 MC0402
 MC0402                          SUPERSEDED SURVEY CONTROL
 MC0402
 MC0402  NGVD 29 (??/??/92)  183.258  (m)          601.24   (f) ADJ UNCH    2 0
 MC0402
 MC0402.Superseded values are not recommended for survey control.
 MC0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0402.See file dsdata.txt to determine how the superseded data were derived.
 MC0402
 MC0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF230793(NAD 83)
 MC0402_MARKER: DB = BENCH MARK DISK
 MC0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0402_SP_SET: BUILDING
 MC0402_STAMPING: 601.239 FREMONT 1934
 MC0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0402
 MC0402  HISTORY     - Date     Condition        Report By
 MC0402  HISTORY     - 1934     MONUMENTED       CGS
 MC0402  HISTORY     - 1944     GOOD             NGS
 MC0402  HISTORY     - 1984     POOR             USPSQD
 MC0402  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC0402
 MC0402                          STATION DESCRIPTION
 MC0402
 MC0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MC0402'AT FREMONT.
 MC0402'AT FREMONT, SANDUSKY COUNTY, AT THE SOUTHWEST CORNER OF THE
 MC0402'INTERSECTION OF ARCH AND CROGHAN STREETS, AT THE NORTHEAST CORNER
 MC0402'OF THE CITY HALL, IN THE NORTH WALL, AND 2 FEET ABOVE THE STONE
 MC0402'SIDEWALK.  A STANDARD DISK, STAMPED 601.239 FREMONT 1934 AND SET
 MC0402'VERTICALLY.
 MC0402
 MC0402                          STATION RECOVERY (1984)
 MC0402
 MC0402'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC0402'FREMONT DESTROYED.
 MC0402'
 MC0402'OLD BUILDING WAS TORN DOWN AND NEW BUILDING BUILT ON THE
 MC0402'SITE - DESTROYED CITY HALL BUILDING.
 MC0402
 MC0402                          STATION RECOVERY (1984)
 MC0402
 MC0402'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1533 ***********************************************************************
 MC1533  DESIGNATION -  FREMONT
 MC1533  PID         -  MC1533
 MC1533  STATE/COUNTY-  OH/SANDUSKY
 MC1533  USGS QUAD   -  FREMONT EAST (1980)
 MC1533
 MC1533                         *CURRENT SURVEY CONTROL
 MC1533  ___________________________________________________________________
 MC1533* NAD 83(1995)-  41 21 23.45681(N)    083 07 17.87865(W)     ADJUSTED  
 MC1533* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 MC1533  ___________________________________________________________________
 MC1533  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 MC1533  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 MC1533
 MC1533  HORZ ORDER  -  SECOND
 MC1533
 MC1533.The horizontal coordinates were established by classical geodetic methods
 MC1533.and adjusted by the National Geodetic Survey in April 1998..
 MC1533
 MC1533.The orthometric height was scaled from a topographic map.
 MC1533
 MC1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1533
 MC1533.The geoid height was determined by GEOID03.
 MC1533
 MC1533;                    North         East     Units Scale Factor Converg.
 MC1533;SPC OH N     -   187,837.889   547,984.575   MT  0.99995182   -0 24 30.2
 MC1533;UTM  17      - 4,580,506.565   322,527.117   MT  0.99998763   -1 24 08.0
 MC1533
 MC1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1533!SPC OH N     -   0.99997185  x   0.99995182  =   0.99992367
 MC1533!UTM  17      -   0.99997185  x   0.99998763  =   0.99995948
 MC1533
 MC1533:                Primary Azimuth Mark                     Grid Az
 MC1533:SPC OH N     -  ATT RELAY TOWER KQF 56                   026 26 46.8
 MC1533:UTM  17      -  ATT RELAY TOWER KQF 56                   027 26 24.6
 MC1533
 MC1533|---------------------------------------------------------------------|
 MC1533| PID    Reference Object                     Distance      Geod. Az  |
 MC1533|                                                           dddmmss.s |
 MC1533| MC1319 ATT RELAY TOWER KQF 56              APPROX.10.2 KM 0260216.6 |
 MC1533| CE6591 FREMONT RM 1                         24.086 METERS 03631     |
 MC1533| MC1321 FREMONT HJ HEINZ CO WATER TANK      APPROX. 2.5 KM 0794733.8 |
 MC1533| MC1324 FREMONT POLICE RADIO MAST           APPROX. 3.4 KM 0824208.5 |
 MC1533| MC1320 FREMONT HJ HEINZ CO STACK           APPROX. 2.3 KM 0842408.5 |
 MC1533| MC1323 FREMONT RADIO STA WFRO E MAST       APPROX. 4.2 KM 1313626.6 |
 MC1533| MC1322 FREMONT RADIO STA WFRO W MAST       APPROX. 4.1 KM 1314813.5 |
 MC1533| MC1331 FREMONT FIRST PRESB CH SPIRE        APPROX. 1.3 KM 1641124.8 |
 MC1533| MC1330 FREMONT HAYES MEM CH SPIRE          APPROX. 1.4 KM 1654128.0 |
 MC1533| MC1328 FREMONT ST JOSEPHS CH SPIRE         APPROX. 1.1 KM 1704220.9 |
 MC1533| MC1327 FREMONT RADIO STA WFRO FM TWR       APPROX. 0.7 KM 1753326.5 |
 MC1533| MC1326 FREMONT ST ANNS CATH CH SPIRE       APPROX. 0.7 KM 1802853.0 |
 MC1533| MC1339 FREMONT NW MUNICIPAL TANK           APPROX. 1.0 KM 2403813.9 |
 MC1533| MC1336 FREMONT NATL CARBON CO INC STK      APPROX. 0.9 KM 2410152.8 |
 MC1533| MC1337 FREMONT HERBRAND DIV WATER TK       APPROX. 1.2 KM 2444049.2 |
 MC1533| MC1341 FREMONT HERBRAND DIV STACK          APPROX. 1.3 KM 2474331.4 |
 MC1533| CE6592 FREMONT RM 2                         27.247 METERS 25818     |
 MC1533|---------------------------------------------------------------------|
 MC1533
 MC1533                          SUPERSEDED SURVEY CONTROL
 MC1533
 MC1533  NAD 83(1995)-  41 21 23.46504(N)    083 07 17.88626(W) AD(       ) 2
 MC1533  NAD 83(1986)-  41 21 23.46014(N)    083 07 17.89292(W) AD(       ) 2
 MC1533  NAD 27      -  41 21 23.27148(N)    083 07 18.18584(W) AD(       ) 2
 MC1533
 MC1533.Superseded values are not recommended for survey control.
 MC1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1533.See file dsdata.txt to determine how the superseded data were derived.
 MC1533
 MC1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2252780507(NAD 83)
 MC1533_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1533
 MC1533  HISTORY     - Date     Condition        Report By
 MC1533  HISTORY     - 1956     MONUMENTED       CGS
 MC1533
 MC1533                          STATION DESCRIPTION
 MC1533
 MC1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1533'STATION IS LOCATED IN THE NORTH-NORTHWEST PART OF FREMONT ON THE
 MC1533'MARTIN STAMM SCHOOL
 MC1533'GROUNDS, NEAR THE SOUTHEAST CORNER OF ATHLETIC FIELD.  STATION IS 26
 MC1533'FEET NORTHWEST OF SOUTHEAST FENCE
 MC1533'CORNER.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED FREMONT
 MC1533'1956.
 MC1533'
 MC1533'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN CONCRETE SIDEWALK, 17
 MC1533'FEET WEST OF WEST SIDE OF
 MC1533'SCHOOL BUILDING, AND 29 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 MC1533'SCHOOL BUILDING.  THE MARK IS SET
 MC1533'FLUSH AND THE DISK IS STAMPED FREMONT NO 1 1956.
 MC1533'
 MC1533'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF EAST-WEST FENCE, AND 22 FEET
 MC1533'EAST OF EAST GATE POST.  THE
 MC1533'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FREMONT NO 2 1956.
 MC1533'
 MC1533'FREMONT, WFRO-FM RADIO MAST MAY BE USED AS AZIMUTH MARK AND IS
 MC1533'LOCATED ALONG U.S.  HIGHWAY NO.
 MC1533'20 BETWEEN WAYNE AND RALSON STREET IN FREMONT.
 MC1533'
 MC1533'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 20 AND 6 AND STATE
 MC1533'HIGHWAYS NO. 12, 19 AND 53 IN
 MC1533'FREMONT, GO WEST ON U.S. HIGHWAY NO. 20 FOR 0.75 MILE TO FRANKLIN
 MC1533'STREET.  TURN RIGHT AND GO NORTH ON
 MC1533'FRANKLIN STREET FOR 0.3 MILE TO MILLER STREET.  TURN RIGHT
 MC1533'AND GO EAST ON MILLER STREET FOR 0.1 MILE TO
 MC1533'STATION ON LEFT (NORTH) SIDE STREET AS
 MC1533'DESCRIBED.
 MC1533'
 MC1533'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1329 ***********************************************************************
 MC1329  DESIGNATION -  FREMONT COURTHOUSE
 MC1329  PID         -  MC1329
 MC1329  STATE/COUNTY-  OH/SANDUSKY
 MC1329  USGS QUAD   -  FREMONT EAST (1980)
 MC1329
 MC1329                         *CURRENT SURVEY CONTROL
 MC1329  ___________________________________________________________________
 MC1329* NAD 83(1995)-  41 20 48.01653(N)    083 07 09.69520(W)     ADJUSTED  
 MC1329* NAVD 88     -                                                        
 MC1329  ___________________________________________________________________
 MC1329  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 MC1329  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1329
 MC1329  HORZ ORDER  -  THIRD
 MC1329
 MC1329.The horizontal coordinates were established by classical geodetic methods
 MC1329.and adjusted by the National Geodetic Survey in April 1998..
 MC1329
 MC1329
 MC1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1329
 MC1329.The geoid height was determined by GEOID03.
 MC1329
 MC1329;                    North         East     Units Scale Factor Converg.
 MC1329;SPC OH N     -   186,743.277   548,167.018   MT  0.99995097   -0 24 24.8
 MC1329;UTM  17      - 4,579,408.915   322,690.555   MT  0.99998692   -1 24 01.6
 MC1329
 MC1329                          SUPERSEDED SURVEY CONTROL
 MC1329
 MC1329  NAD 83(1995)-  41 20 48.02324(N)    083 07 09.70353(W) AD(       ) 4
 MC1329  NAD 83(1986)-  41 20 48.02120(N)    083 07 09.71055(W) AD(       ) 4
 MC1329  NAD 27      -  41 20 47.83000(N)    083 07 10.00000(W) AD(       ) 3
 MC1329
 MC1329.Superseded values are not recommended for survey control.
 MC1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1329.See file dsdata.txt to determine how the superseded data were derived.
 MC1329
 MC1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2269179409(NAD 83)
 MC1329
 MC1329  HISTORY     - Date     Condition        Report By
 MC1329  HISTORY     - UNK      MONUMENTED
 MC1329  HISTORY     - 1984     GOOD             USPSQD
 MC1329
 MC1329                          STATION DESCRIPTION
 MC1329
 MC1329'DESCRIBED BY US POWER SQUADRON 1984 (MS)
 MC1329'COURTHOUSE RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1331 ***********************************************************************
 MC1331  DESIGNATION -  FREMONT FIRST PRESB CH SPIRE
 MC1331  PID         -  MC1331
 MC1331  STATE/COUNTY-  OH/SANDUSKY
 MC1331  USGS QUAD   -  FREMONT EAST (1980)
 MC1331
 MC1331                         *CURRENT SURVEY CONTROL
 MC1331  ___________________________________________________________________
 MC1331* NAD 83(1995)-  41 20 43.90283(N)    083 07 03.01664(W)     ADJUSTED  
 MC1331* NAVD 88     -                                                        
 MC1331  ___________________________________________________________________
 MC1331  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 MC1331  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1331
 MC1331  HORZ ORDER  -  THIRD
 MC1331
 MC1331.The horizontal coordinates were established by classical geodetic methods
 MC1331.and adjusted by the National Geodetic Survey in April 1998..
 MC1331
 MC1331
 MC1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1331
 MC1331.The geoid height was determined by GEOID03.
 MC1331
 MC1331;                    North         East     Units Scale Factor Converg.
 MC1331;SPC OH N     -   186,615.277   548,321.371   MT  0.99995087   -0 24 20.4
 MC1331;UTM  17      - 4,579,278.253   322,842.671   MT  0.99998626   -1 23 57.1
 MC1331
 MC1331                          SUPERSEDED SURVEY CONTROL
 MC1331
 MC1331  NAD 83(1995)-  41 20 43.91060(N)    083 07 03.02467(W) AD(       ) 4
 MC1331  NAD 83(1986)-  41 20 43.90670(N)    083 07 03.03073(W) AD(       ) 4
 MC1331  NAD 27      -  41 20 43.71716(N)    083 07 03.32381(W) AD(       ) 3
 MC1331
 MC1331.Superseded values are not recommended for survey control.
 MC1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1331.See file dsdata.txt to determine how the superseded data were derived.
 MC1331
 MC1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2284379278(NAD 83)
 MC1331
 MC1331  HISTORY     - Date     Condition        Report By
 MC1331  HISTORY     - 1956     MONUMENTED       CGS
 MC1331
 MC1331                          STATION DESCRIPTION
 MC1331
 MC1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1331'THE STATION IS LOCATED AT THE INTERSECTION OF PARK AND
 MC1331'GARRISON STREET IN
 MC1331'FREMONT.  IT IS ABOUT 140 FEET HIGH AND THE POINT INTERSECTED
 MC1331'WAS THE TOP OF SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1330 ***********************************************************************
 MC1330  DESIGNATION -  FREMONT HAYES MEM CH SPIRE
 MC1330  PID         -  MC1330
 MC1330  STATE/COUNTY-  OH/SANDUSKY
 MC1330  USGS QUAD   -  FREMONT EAST (1980)
 MC1330
 MC1330                         *CURRENT SURVEY CONTROL
 MC1330  ___________________________________________________________________
 MC1330* NAD 83(1995)-  41 20 40.12427(N)    083 07 03.21254(W)     ADJUSTED  
 MC1330* NAVD 88     -                                                        
 MC1330  ___________________________________________________________________
 MC1330  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 MC1330  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC1330
 MC1330  HORZ ORDER  -  THIRD
 MC1330
 MC1330.The horizontal coordinates were established by classical geodetic methods
 MC1330.and adjusted by the National Geodetic Survey in April 1998..
 MC1330
 MC1330
 MC1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1330
 MC1330.The geoid height was determined by GEOID03.
 MC1330
 MC1330;                    North         East     Units Scale Factor Converg.
 MC1330;SPC OH N     -   186,498.749   548,315.991   MT  0.99995078   -0 24 20.5
 MC1330;UTM  17      - 4,579,161.831   322,835.271   MT  0.99998629   -1 23 57.1
 MC1330
 MC1330                          SUPERSEDED SURVEY CONTROL
 MC1330
 MC1330  NAD 83(1995)-  41 20 40.13219(N)    083 07 03.22044(W) AD(       ) 4
 MC1330  NAD 83(1986)-  41 20 40.12779(N)    083 07 03.22656(W) AD(       ) 4
 MC1330  NAD 27      -  41 20 39.93754(N)    083 07 03.52017(W) AD(       ) 3
 MC1330
 MC1330.Superseded values are not recommended for survey control.
 MC1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1330.See file dsdata.txt to determine how the superseded data were derived.
 MC1330
 MC1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2283579162(NAD 83)
 MC1330_MARKER: 90 = CHURCH SPIRE
 MC1330
 MC1330  HISTORY     - Date     Condition        Report By
 MC1330  HISTORY     - 1956     FIRST OBSERVED   CGS
 MC1330  HISTORY     - 1984     GOOD             USPSQD
 MC1330
 MC1330                          STATION DESCRIPTION
 MC1330
 MC1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1330'STATION IS LOCATED NEAR THE CENTER OF FREMONT IN THE NORTHWEST
 MC1330'ANGLE OF PARK AND
 MC1330'BIRCHARD STREETS INTERSECTION.  STATION IS LOCATED ON THE SOUTH SIDE
 MC1330'OF A BRICK BUILDING, IS CONSTRUCTED
 MC1330'OF WOOD AND IS APPROXIMATELY 130 FEET HIGH.
 MC1330'
 MC1330'THE POINT INTERSECTED WAS THE TOP OF SPIRE.
 MC1330
 MC1330                          STATION RECOVERY (1984)
 MC1330
 MC1330'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1330'HAYES METH. RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1337 ***********************************************************************
 MC1337  DESIGNATION -  FREMONT HERBRAND DIV WATER TK
 MC1337  PID         -  MC1337
 MC1337  STATE/COUNTY-  OH/SANDUSKY
 MC1337  USGS QUAD   -  FREMONT WEST (1980)
 MC1337
 MC1337                         *CURRENT SURVEY CONTROL
 MC1337  ___________________________________________________________________
 MC1337* NAD 83(1995)-  41 21 07.47175(N)    083 08 02.71060(W)     ADJUSTED  
 MC1337* NAVD 88     -                                                        
 MC1337  ___________________________________________________________________
 MC1337  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 MC1337  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1337
 MC1337  HORZ ORDER  -  THIRD
 MC1337
 MC1337.The horizontal coordinates were established by classical geodetic methods
 MC1337.and adjusted by the National Geodetic Survey in April 1998..
 MC1337
 MC1337
 MC1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1337
 MC1337.The geoid height was determined by GEOID03.
 MC1337
 MC1337;                    North         East     Units Scale Factor Converg.
 MC1337;SPC OH N     -   187,352.285   546,938.971   MT  0.99995143   -0 24 59.6
 MC1337;UTM  17      - 4,580,039.152   321,473.207   MT  0.99999225   -1 24 37.2
 MC1337
 MC1337                          SUPERSEDED SURVEY CONTROL
 MC1337
 MC1337  NAD 83(1995)-  41 21 07.48024(N)    083 08 02.71827(W) AD(       ) 4
 MC1337  NAD 83(1986)-  41 21 07.47518(N)    083 08 02.72459(W) AD(       ) 4
 MC1337  NAD 27      -  41 21 07.28690(N)    083 08 03.01666(W) AD(       ) 3
 MC1337
 MC1337.Superseded values are not recommended for survey control.
 MC1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1337.See file dsdata.txt to determine how the superseded data were derived.
 MC1337
 MC1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2147380039(NAD 83)
 MC1337_MARKER: 51 = TANK
 MC1337
 MC1337  HISTORY     - Date     Condition        Report By
 MC1337  HISTORY     - 1956     FIRST OBSERVED   CGS
 MC1337  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1337
 MC1337                          STATION DESCRIPTION
 MC1337
 MC1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1337'STATION IS LOCATED NEAR THE NORTHWEST EDGE OF FREMONT BETWEEN
 MC1337'STONE AND
 MC1337'GRANVILLE STREETS AND JUST TO THE WEST OF THE JUNCTION OF GRANVILLE
 MC1337'AND SYCAMORE STREETS.  STATION
 MC1337'IS OF STEEL CONSTRUCTION WITH FOUR LEGS, IS ABOUT 130 FEET
 MC1337'TALL AND PAINTED BLACK.  THE LETTERS HERBRAND
 MC1337'ARE PAINTED IN ORANGE ON THE NORTH AND
 MC1337'SOUTH SIDES OF TANK.
 MC1337'
 MC1337'THE POINT INTERSECTED WAS THE BALL ATOP THE TANK.
 MC1337
 MC1337                          STATION RECOVERY (1984)
 MC1337
 MC1337'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1337'WATER TANK FOUND GONE.
 MC1337'
 MC1337'BUILDING AND AREA CHANGED WATER TANK TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1341 ***********************************************************************
 MC1341  DESIGNATION -  FREMONT HERBRAND DIV STACK
 MC1341  PID         -  MC1341
 MC1341  STATE/COUNTY-  OH/SANDUSKY
 MC1341  USGS QUAD   -  FREMONT WEST (1980)
 MC1341
 MC1341                         *CURRENT SURVEY CONTROL
 MC1341  ___________________________________________________________________
 MC1341* NAD 83(1995)-  41 21 07.75338(N)    083 08 08.74656(W)     ADJUSTED  
 MC1341* NAVD 88     -                                                        
 MC1341  ___________________________________________________________________
 MC1341  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MC1341  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1341
 MC1341  HORZ ORDER  -  THIRD
 MC1341
 MC1341.The horizontal coordinates were established by classical geodetic methods
 MC1341.and adjusted by the National Geodetic Survey in April 1998..
 MC1341
 MC1341
 MC1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1341
 MC1341.The geoid height was determined by GEOID03.
 MC1341
 MC1341;                    North         East     Units Scale Factor Converg.
 MC1341;SPC OH N     -   187,361.994   546,798.733   MT  0.99995143   -0 25 03.6
 MC1341;UTM  17      - 4,580,051.292   321,333.153   MT  0.99999287   -1 24 41.2
 MC1341
 MC1341                          SUPERSEDED SURVEY CONTROL
 MC1341
 MC1341  NAD 83(1995)-  41 21 07.76190(N)    083 08 08.75425(W) AD(       ) 4
 MC1341  NAD 83(1986)-  41 21 07.75678(N)    083 08 08.76053(W) AD(       ) 4
 MC1341  NAD 27      -  41 21 07.56788(N)    083 08 09.05221(W) AD(       ) 3
 MC1341
 MC1341.Superseded values are not recommended for survey control.
 MC1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1341.See file dsdata.txt to determine how the superseded data were derived.
 MC1341
 MC1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2133380051(NAD 83)
 MC1341_MARKER: 63 = STACK
 MC1341
 MC1341  HISTORY     - Date     Condition        Report By
 MC1341  HISTORY     - 1956     FIRST OBSERVED   CGS
 MC1341  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1341
 MC1341                          STATION DESCRIPTION
 MC1341
 MC1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1341'STATION IS LOCATED NEAR THE NORTHWEST EDGE OF FREMONT BETWEEN
 MC1341'STONE AND
 MC1341'GRANVILLE STREETS.  STATION IS A STEEL STRUCTURE ABOUT 150 FEET HIGH
 MC1341'AND BLACK IN COLOR.  STATION IS GUYED
 MC1341'AT SEVERAL POINTS.
 MC1341'
 MC1341'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF STACK.
 MC1341
 MC1341                          STATION RECOVERY (1984)
 MC1341
 MC1341'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1341'HERBRAND STACK FOUND GONE.
 MC1341'
 MC1341'BUILDING WERE REMOLDED STACK TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1320 ***********************************************************************
 MC1320  DESIGNATION -  FREMONT HJ HEINZ CO STACK
 MC1320  PID         -  MC1320
 MC1320  STATE/COUNTY-  OH/SANDUSKY
 MC1320  USGS QUAD   -  FREMONT EAST (1980)
 MC1320
 MC1320                         *CURRENT SURVEY CONTROL
 MC1320  ___________________________________________________________________
 MC1320* NAD 83(1995)-  41 21 30.80611(N)    083 05 38.19176(W)     ADJUSTED  
 MC1320* NAVD 88     -                                                        
 MC1320  ___________________________________________________________________
 MC1320  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 MC1320  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 MC1320
 MC1320  HORZ ORDER  -  THIRD
 MC1320
 MC1320.The horizontal coordinates were established by classical geodetic methods
 MC1320.and adjusted by the National Geodetic Survey in April 1998..
 MC1320
 MC1320
 MC1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1320
 MC1320.The geoid height was determined by GEOID03.
 MC1320
 MC1320;                    North         East     Units Scale Factor Converg.
 MC1320;SPC OH N     -   188,048.454   550,303.123   MT  0.99995199   -0 23 24.7
 MC1320;UTM  17      - 4,580,676.890   324,849.040   MT  0.99997756   -1 23 02.3
 MC1320
 MC1320                          SUPERSEDED SURVEY CONTROL
 MC1320
 MC1320  NAD 83(1995)-  41 21 30.81383(N)    083 05 38.19995(W) AD(       ) 4
 MC1320  NAD 83(1986)-  41 21 30.80984(N)    083 05 38.20602(W) AD(       ) 4
 MC1320  NAD 27      -  41 21 30.62126(N)    083 05 38.50036(W) AD(       ) 3
 MC1320
 MC1320.Superseded values are not recommended for survey control.
 MC1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1320.See file dsdata.txt to determine how the superseded data were derived.
 MC1320
 MC1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2484980677(NAD 83)
 MC1320_MARKER: 63 = STACK
 MC1320
 MC1320  HISTORY     - Date     Condition        Report By
 MC1320  HISTORY     - 1956     FIRST OBSERVED   CGS
 MC1320  HISTORY     - 1984     GOOD             USPSQD
 MC1320
 MC1320                          STATION DESCRIPTION
 MC1320
 MC1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1320'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF FREMONT.  IT
 MC1320'IS A RED BRICK
 MC1320'STRUCTURE, APPROXIMATELY 175 FEET HIGH, AND WITH HEINZ 57 STENCILED
 MC1320'AT THE TOP OF STACK.
 MC1320'
 MC1320'THE POINT INTERSECTED WAS THE CENTER OF STACK.
 MC1320'
 MC1320'TO REACH FROM THE JUNCTION OF HIGHWAYS 12, 6, 20 AND 19 IN THE EAST
 MC1320'EDGE OF FREMONT, GO NORTH AND
 MC1320'EAST ON HIGHWAYS 12 AND 6 FOR 0.7 MILE TO A GULF SERVICE STATION ON
 MC1320'THE LEFT, TURN RIGHT FOR 0.2 MILE TO
 MC1320'WHERE HIGHWAY 6 TURNS LEFT.  TURN LEFT ON HIGHWAY 6 FOR 0.4
 MC1320'MILE TO THE H.J. HEINZ CO., ON THE LEFT AND
 MC1320'THE STACK LOCATED AT THE SOUTH END OF A
 MC1320'LARGE BRICK BUILDING.
 MC1320
 MC1320                          STATION RECOVERY (1984)
 MC1320
 MC1320'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1320'HEINZ RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1321 ***********************************************************************
 MC1321  DESIGNATION -  FREMONT HJ HEINZ CO WATER TANK
 MC1321  PID         -  MC1321
 MC1321  STATE/COUNTY-  OH/SANDUSKY
 MC1321  USGS QUAD   -  FREMONT EAST (1980)
 MC1321
 MC1321                         *CURRENT SURVEY CONTROL
 MC1321  ___________________________________________________________________
 MC1321* NAD 83(1995)-  41 21 37.56189(N)    083 05 33.80866(W)     ADJUSTED  
 MC1321* NAVD 88     -                                                        
 MC1321  ___________________________________________________________________
 MC1321  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MC1321  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 MC1321
 MC1321  HORZ ORDER  -  THIRD
 MC1321
 MC1321.The horizontal coordinates were established by classical geodetic methods
 MC1321.and adjusted by the National Geodetic Survey in April 1998..
 MC1321
 MC1321
 MC1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1321
 MC1321.The geoid height was determined by GEOID03.
 MC1321
 MC1321;                    North         East     Units Scale Factor Converg.
 MC1321;SPC OH N     -   188,256.163   550,406.412   MT  0.99995216   -0 23 21.8
 MC1321;UTM  17      - 4,580,882.782   324,955.918   MT  0.99997710   -1 22 59.6
 MC1321
 MC1321                          SUPERSEDED SURVEY CONTROL
 MC1321
 MC1321  NAD 83(1995)-  41 21 37.56969(N)    083 05 33.81641(W) AD(       ) 4
 MC1321  NAD 83(1986)-  41 21 37.56560(N)    083 05 33.82316(W) AD(       ) 4
 MC1321  NAD 27      -  41 21 37.37699(N)    083 05 34.11767(W) AD(       ) 3
 MC1321
 MC1321.Superseded values are not recommended for survey control.
 MC1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1321.See file dsdata.txt to determine how the superseded data were derived.
 MC1321
 MC1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2495680883(NAD 83)
 MC1321_MARKER: 51 = TANK
 MC1321
 MC1321  HISTORY     - Date     Condition        Report By
 MC1321  HISTORY     - 1956     FIRST OBSERVED   CGS
 MC1321  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1321
 MC1321                          STATION DESCRIPTION
 MC1321
 MC1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1321'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF FREMONT.  IT IS
 MC1321'A FOUR LEGGED
 MC1321'STEEL STRUCTURE, 100 FEET HIGH, PAINTED BLACK.
 MC1321'
 MC1321'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 MC1321'
 MC1321'TO REACH FROM THE JUNCTIONS OF HIGHWAYS 12, 6, 19 AND 20 IN THE EAST
 MC1321'EDGE OF FREMONT, GO NORTH AND EAST
 MC1321'ON HIGHWAYS 12 AND 6 FOR 0.7 MILE TO A GULF SERVICE STATION ON THE
 MC1321'LEFT, TURN RIGHT FOR 0.2 MILE TO WHERE
 MC1321'HIGHWAY 6 TURNS LEFT, TURN LEFT ON HIGHWAY 6 FOR 0.4
 MC1321'MILE TO THE H. J. HEINZ CO., ON THE LEFT AND TANK.
 MC1321
 MC1321                          STATION RECOVERY (1984)
 MC1321
 MC1321'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1321'WATER TANK DESTROYED.
 MC1321'
 MC1321'NO WATER TANK ON LOCATION TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1336 ***********************************************************************
 MC1336  DESIGNATION -  FREMONT NATL CARBON CO INC STK
 MC1336  PID         -  MC1336
 MC1336  STATE/COUNTY-  OH/SANDUSKY
 MC1336  USGS QUAD   -  FREMONT WEST (1980)
 MC1336
 MC1336                         *CURRENT SURVEY CONTROL
 MC1336  ___________________________________________________________________
 MC1336* NAD 83(1995)-  41 21 09.39822(N)    083 07 51.57785(W)     ADJUSTED  
 MC1336* NAVD 88     -                                                        
 MC1336  ___________________________________________________________________
 MC1336  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 MC1336  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC1336
 MC1336  HORZ ORDER  -  THIRD
 MC1336
 MC1336.The horizontal coordinates were established by classical geodetic methods
 MC1336.and adjusted by the National Geodetic Survey in April 1998..
 MC1336
 MC1336
 MC1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1336
 MC1336.The geoid height was determined by GEOID03.
 MC1336
 MC1336;                    North         East     Units Scale Factor Converg.
 MC1336;SPC OH N     -   187,409.836   547,198.175   MT  0.99995147   -0 24 52.3
 MC1336;UTM  17      - 4,580,092.201   321,733.380   MT  0.99999111   -1 24 29.9
 MC1336
 MC1336                          SUPERSEDED SURVEY CONTROL
 MC1336
 MC1336  NAD 83(1995)-  41 21 09.40673(N)    083 07 51.58545(W) AD(       ) 4
 MC1336  NAD 83(1986)-  41 21 09.40163(N)    083 07 51.59192(W) AD(       ) 4
 MC1336  NAD 27      -  41 21 09.21300(N)    083 07 51.88378(W) AD(       ) 3
 MC1336
 MC1336.Superseded values are not recommended for survey control.
 MC1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1336.See file dsdata.txt to determine how the superseded data were derived.
 MC1336
 MC1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2173380092(NAD 83)
 MC1336
 MC1336  HISTORY     - Date     Condition        Report By
 MC1336  HISTORY     - 1956     MONUMENTED       CGS
 MC1336  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1336
 MC1336                          STATION DESCRIPTION
 MC1336
 MC1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1336'STATION IS LOCATED IN THE NORTHWEST PART OF FREMONT JUST TO THE
 MC1336'SOUTH OF GRANT
 MC1336'STREET.  STATION IS ON THE EAST SIDE OF A LARGE BUILDING, IS ABOUT
 MC1336'150 FEET HIGH AND OF BRICK
 MC1336'CONSTRUCTION.
 MC1336'
 MC1336'THE POINT INTERSECTED WAS THE CENTER OF STACK.
 MC1336
 MC1336                          STATION RECOVERY (1984)
 MC1336
 MC1336'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1336'NATIONAL CARBON FOUND GONE.
 MC1336'
 MC1336'STACK WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1339 ***********************************************************************
 MC1339  DESIGNATION -  FREMONT NW MUNICIPAL TANK
 MC1339  PID         -  MC1339
 MC1339  STATE/COUNTY-  OH/SANDUSKY
 MC1339  USGS QUAD   -  FREMONT WEST (1980)
 MC1339
 MC1339                         *CURRENT SURVEY CONTROL
 MC1339  ___________________________________________________________________
 MC1339* NAD 83(1995)-  41 21 07.83094(N)    083 07 54.73356(W)     ADJUSTED  
 MC1339* NAVD 88     -                                                        
 MC1339  ___________________________________________________________________
 MC1339  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 MC1339  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1339
 MC1339  HORZ ORDER  -  THIRD
 MC1339
 MC1339.The horizontal coordinates were established by classical geodetic methods
 MC1339.and adjusted by the National Geodetic Survey in April 1998..
 MC1339
 MC1339
 MC1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1339
 MC1339.The geoid height was determined by GEOID03.
 MC1339
 MC1339;                    North         East     Units Scale Factor Converg.
 MC1339;SPC OH N     -   187,362.020   547,124.472   MT  0.99995144   -0 24 54.4
 MC1339;UTM  17      - 4,580,045.668   321,658.857   MT  0.99999144   -1 24 31.9
 MC1339
 MC1339                          SUPERSEDED SURVEY CONTROL
 MC1339
 MC1339  NAD 83(1995)-  41 21 07.83940(N)    083 07 54.74126(W) AD(       ) 4
 MC1339  NAD 83(1986)-  41 21 07.83437(N)    083 07 54.74755(W) AD(       ) 4
 MC1339  NAD 27      -  41 21 07.64583(N)    083 07 55.04059(W) AD(       ) 3
 MC1339
 MC1339.Superseded values are not recommended for survey control.
 MC1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1339.See file dsdata.txt to determine how the superseded data were derived.
 MC1339
 MC1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2165980046(NAD 83)
 MC1339
 MC1339  HISTORY     - Date     Condition        Report By
 MC1339  HISTORY     - 1956     MONUMENTED       CGS
 MC1339
 MC1339                          STATION DESCRIPTION
 MC1339
 MC1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1339'THE STATION IS LOCATED IN WEST EDGE OF FREMONT AT WILSON AND
 MC1339'SYCAMORE STREET.
 MC1339'IT IS PAINTED SILVER, HAS 8 LEGS AND IS ABOUT 130 FEET HIGH.  THE
 MC1339'POINT INTERSECTED WAS THE BALL ON
 MC1339'TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1324 ***********************************************************************
 MC1324  DESIGNATION -  FREMONT POLICE RADIO MAST
 MC1324  PID         -  MC1324
 MC1324  STATE/COUNTY-  OH/SANDUSKY
 MC1324  USGS QUAD   -  FREMONT EAST (1980)
 MC1324
 MC1324                         *CURRENT SURVEY CONTROL
 MC1324  ___________________________________________________________________
 MC1324* NAD 83(1995)-  41 21 37.47535(N)    083 04 52.31869(W)     ADJUSTED  
 MC1324* NAVD 88     -                                                        
 MC1324  ___________________________________________________________________
 MC1324  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 MC1324  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC1324
 MC1324  HORZ ORDER  -  THIRD
 MC1324
 MC1324.The horizontal coordinates were established by classical geodetic methods
 MC1324.and adjusted by the National Geodetic Survey in April 1998..
 MC1324
 MC1324
 MC1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1324
 MC1324.The geoid height was determined by GEOID03.
 MC1324
 MC1324;                    North         East     Units Scale Factor Converg.
 MC1324;SPC OH N     -   188,247.004   551,370.682   MT  0.99995216   -0 22 54.5
 MC1324;UTM  17      - 4,580,856.899   325,919.907   MT  0.99997295   -1 22 32.1
 MC1324
 MC1324                          SUPERSEDED SURVEY CONTROL
 MC1324
 MC1324  NAD 83(1995)-  41 21 37.48284(N)    083 04 52.32775(W) AD(       ) 4
 MC1324  NAD 83(1986)-  41 21 37.47918(N)    083 04 52.33346(W) AD(       ) 4
 MC1324  NAD 27      -  41 21 37.28956(N)    083 04 52.63476(W) AD(       ) 3
 MC1324
 MC1324.Superseded values are not recommended for survey control.
 MC1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1324.See file dsdata.txt to determine how the superseded data were derived.
 MC1324
 MC1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2592080857(NAD 83)
 MC1324
 MC1324  HISTORY     - Date     Condition        Report By
 MC1324  HISTORY     - 1956     MONUMENTED       CGS
 MC1324  HISTORY     - 1984     GOOD             USPSQD
 MC1324
 MC1324                          STATION DESCRIPTION
 MC1324
 MC1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1324'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF FREMONT.
 MC1324'IT IS A STEEL
 MC1324'STRUCTURE ABOUT 150 FEET HIGH, PAINTED ORANGE AND WHITE AND WITH RED
 MC1324'LIGHTS SPACED AT 50 FEET
 MC1324'INTERVALS.
 MC1324'
 MC1324'THE POINT INTERSECTED WAS THE TOP OF THE MAST.
 MC1324'
 MC1324'TO REACH FROM THE JUNCTION OF HIGHWAYS 12, 6, 20 AND 19 IN THE EAST
 MC1324'EDGE OF FREMONT, GO NORTH AND
 MC1324'EAST ON HIGHWAYS 12 AND 6 FOR 0.7 MILE TO A GULF SERVICE STATION ON
 MC1324'THE LEFT, TURN RIGHT FOR 0.2 MILE TO
 MC1324'WHERE HIGHWAY 6 TURNS LEFT.  TURN LEFT ON HIGHWAY 6 FOR 0.7
 MC1324'MILE TO THE ENTRANCE TO THE SANDUSKY COUNTY
 MC1324'HOME AND THE STATION ABOUT 0.2 MILE TO THE
 MC1324'SOUTHEAST IN AN OPEN PASTURE.
 MC1324
 MC1324                          STATION RECOVERY (1984)
 MC1324
 MC1324'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1324'POLICE MAST RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1322 ***********************************************************************
 MC1322  DESIGNATION -  FREMONT RADIO STA WFRO W MAST
 MC1322  PID         -  MC1322
 MC1322  STATE/COUNTY-  OH/SANDUSKY
 MC1322  USGS QUAD   -  FREMONT EAST (1980)
 MC1322
 MC1322                         *CURRENT SURVEY CONTROL
 MC1322  ___________________________________________________________________
 MC1322* NAD 83(1995)-  41 19 53.83094(N)    083 05 04.93830(W)     ADJUSTED  
 MC1322* NAVD 88     -                                                        
 MC1322  ___________________________________________________________________
 MC1322  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 MC1322  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC1322
 MC1322  HORZ ORDER  -  THIRD
 MC1322
 MC1322.The horizontal coordinates were established by classical geodetic methods
 MC1322.and adjusted by the National Geodetic Survey in April 1998..
 MC1322
 MC1322
 MC1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1322
 MC1322.The geoid height was determined by GEOID03.
 MC1322
 MC1322;                    North         East     Units Scale Factor Converg.
 MC1322;SPC OH N     -   185,051.746   551,055.949   MT  0.99994972   -0 23 02.8
 MC1322;UTM  17      - 4,577,667.505   325,549.816   MT  0.99997454   -1 22 37.6
 MC1322
 MC1322                          SUPERSEDED SURVEY CONTROL
 MC1322
 MC1322  NAD 83(1995)-  41 19 53.83850(N)    083 05 04.94720(W) AD(       ) 4
 MC1322  NAD 83(1986)-  41 19 53.83494(N)    083 05 04.95222(W) AD(       ) 4
 MC1322  NAD 27      -  41 19 53.64522(N)    083 05 05.24768(W) AD(       ) 3
 MC1322
 MC1322.Superseded values are not recommended for survey control.
 MC1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1322.See file dsdata.txt to determine how the superseded data were derived.
 MC1322
 MC1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2555077668(NAD 83)
 MC1322
 MC1322  HISTORY     - Date     Condition        Report By
 MC1322  HISTORY     - 1956     MONUMENTED       CGS
 MC1322  HISTORY     - 1984     GOOD             USPSQD
 MC1322
 MC1322                          STATION DESCRIPTION
 MC1322
 MC1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1322'THIS STATION IS LOCATED AT THE SOUTHEAST EDGE OF FREMONT,
 MC1322'AND ABOUT 200 FEET
 MC1322'WEST OF AN IDENTICAL MAST.  IT IS A STEEL STRUCTURE 277 FEET HIGH,
 MC1322'AND LIGHTED WITH RED LIGHTS.
 MC1322'
 MC1322'THE POINT INTERSECTED WAS THE CENTER OF THE MAST.
 MC1322'
 MC1322'TO REACH FROM THE JUNCTION OF HIGHWAYS 12, 6, 20 AND 19 IN THE EAST
 MC1322'EDGE OF FREMONT, GO EAST ON
 MC1322'HIGHWAYS 20 AND 19 FOR 1.4 MILES, TURN RIGHT (COUNTY ROUTE 192) FOR
 MC1322'0.5 MILE TO THE STATION ON THE
 MC1322'RIGHT.
 MC1322
 MC1322                          STATION RECOVERY (1984)
 MC1322
 MC1322'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1322'WEST MAST RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1323 ***********************************************************************
 MC1323  DESIGNATION -  FREMONT RADIO STA WFRO E MAST
 MC1323  PID         -  MC1323
 MC1323  STATE/COUNTY-  OH/SANDUSKY
 MC1323  USGS QUAD   -  FREMONT EAST (1980)
 MC1323
 MC1323                         *CURRENT SURVEY CONTROL
 MC1323  ___________________________________________________________________
 MC1323* NAD 83(1995)-  41 19 53.34182(N)    083 05 03.28828(W)     ADJUSTED  
 MC1323* NAVD 88     -                                                        
 MC1323  ___________________________________________________________________
 MC1323  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 MC1323  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC1323
 MC1323  HORZ ORDER  -  THIRD
 MC1323
 MC1323.The horizontal coordinates were established by classical geodetic methods
 MC1323.and adjusted by the National Geodetic Survey in April 1998..
 MC1323
 MC1323
 MC1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1323
 MC1323.The geoid height was determined by GEOID03.
 MC1323
 MC1323;                    North         East     Units Scale Factor Converg.
 MC1323;SPC OH N     -   185,036.400   551,094.213   MT  0.99994971   -0 23 01.8
 MC1323;UTM  17      - 4,577,651.498   325,587.810   MT  0.99997438   -1 22 36.5
 MC1323
 MC1323                          SUPERSEDED SURVEY CONTROL
 MC1323
 MC1323  NAD 83(1995)-  41 19 53.34936(N)    083 05 03.29719(W) AD(       ) 4
 MC1323  NAD 83(1986)-  41 19 53.34583(N)    083 05 03.30223(W) AD(       ) 4
 MC1323  NAD 27      -  41 19 53.15596(N)    083 05 03.59785(W) AD(       ) 3
 MC1323
 MC1323.Superseded values are not recommended for survey control.
 MC1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1323.See file dsdata.txt to determine how the superseded data were derived.
 MC1323
 MC1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2558877651(NAD 83)
 MC1323
 MC1323  HISTORY     - Date     Condition        Report By
 MC1323  HISTORY     - 1956     MONUMENTED       CGS
 MC1323  HISTORY     - 1984     GOOD             USPSQD
 MC1323
 MC1323                          STATION DESCRIPTION
 MC1323
 MC1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1323'THIS STATION IS LOCATED AT THE SOUTHEAST EDGE OF FREMONT.
 MC1323'IT IS A STEEL
 MC1323'STRUCTURE 277 FEET HIGH, LIGHTED WITH RED LIGHTS.
 MC1323'
 MC1323'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF MAST.
 MC1323'
 MC1323'TO REACH FROM THE JUNCTION OF HIGHWAYS 12, 6, 20 AND 19 IN THE EAST
 MC1323'EDGE OF FREMONT, GO EAST ON
 MC1323'HIGHWAYS 20 AND 19 FOR 1.4 MILES, TURN RIGHT (COUNTY ROUTE 192) FOR
 MC1323'0.5 MILE TO THE STATION ON THE
 MC1323'RIGHT.
 MC1323
 MC1323                          STATION RECOVERY (1984)
 MC1323
 MC1323'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1323'EAST MAST RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1327 ***********************************************************************
 MC1327  DESIGNATION -  FREMONT RADIO STA WFRO FM TWR
 MC1327  PID         -  MC1327
 MC1327  STATE/COUNTY-  OH/SANDUSKY
 MC1327  USGS QUAD   -  FREMONT EAST (1980)
 MC1327
 MC1327                         *CURRENT SURVEY CONTROL
 MC1327  ___________________________________________________________________
 MC1327* NAD 83(1995)-  41 20 59.77617(N)    083 07 15.43703(W)     ADJUSTED  
 MC1327* NAVD 88     -                                                        
 MC1327  ___________________________________________________________________
 MC1327  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 MC1327  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1327
 MC1327  HORZ ORDER  -  THIRD
 MC1327
 MC1327.The horizontal coordinates were established by classical geodetic methods
 MC1327.and adjusted by the National Geodetic Survey in April 1998..
 MC1327
 MC1327
 MC1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1327
 MC1327.The geoid height was determined by GEOID03.
 MC1327
 MC1327;                    North         East     Units Scale Factor Converg.
 MC1327;SPC OH N     -   187,106.986   548,036.124   MT  0.99995124   -0 24 28.6
 MC1327;UTM  17      - 4,579,774.852   322,565.984   MT  0.99998746   -1 24 05.7
 MC1327
 MC1327                          SUPERSEDED SURVEY CONTROL
 MC1327
 MC1327  NAD 83(1995)-  41 20 59.78446(N)    083 07 15.44493(W) AD(       ) 4
 MC1327  NAD 83(1986)-  41 20 59.77974(N)    083 07 15.45114(W) AD(       ) 4
 MC1327  NAD 27      -  41 20 59.59002(N)    083 07 15.74403(W) AD(       ) 3
 MC1327
 MC1327.Superseded values are not recommended for survey control.
 MC1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1327.See file dsdata.txt to determine how the superseded data were derived.
 MC1327
 MC1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2256679775(NAD 83)
 MC1327
 MC1327  HISTORY     - Date     Condition        Report By
 MC1327  HISTORY     - 1956     MONUMENTED       CGS
 MC1327
 MC1327                          STATION DESCRIPTION
 MC1327
 MC1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1327'THE POINT INTERSECTED WAS THE TOP OF THE TOWER.  THE TOWER IS
 MC1327'PAINTED ALTERNATE
 MC1327'RED AND WHITE AND IS APPROXIMATELY 200 FEET IN HEIGHT.  THE STATION
 MC1327'IS LOCATED IN FREMONT ON THE SOUTH
 MC1327'SIDE OF STATE STREET BETWEEN WAYNE AND RALSON STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1037 ***********************************************************************
 MC1037  DESIGNATION -  FREMONT RESET
 MC1037  PID         -  MC1037
 MC1037  STATE/COUNTY-  OH/SANDUSKY
 MC1037  USGS QUAD   -  FREMONT EAST (1980)
 MC1037
 MC1037                         *CURRENT SURVEY CONTROL
 MC1037  ___________________________________________________________________
 MC1037* NAD 83(1986)-  41 20 47.     (N)    083 06 55.     (W)     SCALED    
 MC1037* NAVD 88     -       181.31   (meters)     594.8    (feet)  RESET     
 MC1037  ___________________________________________________________________
 MC1037  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1037
 MC1037  VERT ORDER  -  THIRD
 MC1037
 MC1037.The horizontal coordinates were scaled from a topographic map and have
 MC1037.an estimated accuracy of +/- 6 seconds.
 MC1037
 MC1037.The orthometric height was computed from unverified reset data.
 MC1037.No vertical observational check was made to the station.
 MC1037
 MC1037.The geoid height was determined by GEOID03.
 MC1037
 MC1037;                    North         East    Units  Estimated Accuracy
 MC1037;SPC OH N     -   186,710.      548,510.      MT  (+/- 180 meters Scaled)
 MC1037
 MC1037                          SUPERSEDED SURVEY CONTROL
 MC1037
 MC1037  NGVD 29 (10/13/05)  181.59   (m)          595.8    (f) RESET       3  
 MC1037
 MC1037.Superseded values are not recommended for survey control.
 MC1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1037.See file dsdata.txt to determine how the superseded data were derived.
 MC1037
 MC1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF230793(NAD 83)
 MC1037_MARKER: DB = BENCH MARK DISK
 MC1037_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MC1037_SP_SET: LIGHTPOLE
 MC1037_STAMPING: FREMONT RESET 1978
 MC1037_MARK LOGO: NGS   
 MC1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1037
 MC1037  HISTORY     - Date     Condition        Report By
 MC1037  HISTORY     - 1978     MONUMENTED       NGS
 MC1037
 MC1037                          STATION DESCRIPTION
 MC1037
 MC1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 MC1037'IN FREMONT.
 MC1037'IN FREMONT, IN TOP AND NORTHWEST CORNER OF THE CONCRETE BASE OF A
 MC1037'METAL STREET LIGHT POLE, 23.0 FEET EAST OF CENTERLINE OF ARCH STREET,
 MC1037'32.0 FEET SOUTH OF CROGHAM STREET, AND 14.0 FEET WEST OF NORTHWEST
 MC1037'CORNER OF CROGHAM COLONIAL BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1325 ***********************************************************************
 MC1325  DESIGNATION -  FREMONT SE MUNICIPAL TANK
 MC1325  PID         -  MC1325
 MC1325  STATE/COUNTY-  OH/SANDUSKY
 MC1325  USGS QUAD   -  FREMONT EAST (1980)
 MC1325
 MC1325                         *CURRENT SURVEY CONTROL
 MC1325  ___________________________________________________________________
 MC1325* NAD 83(1995)-  41 20 28.86789(N)    083 07 18.40851(W)     ADJUSTED  
 MC1325* NAVD 88     -                                                        
 MC1325  ___________________________________________________________________
 MC1325  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 MC1325  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1325
 MC1325  HORZ ORDER  -  THIRD
 MC1325
 MC1325.The horizontal coordinates were established by classical geodetic methods
 MC1325.and adjusted by the National Geodetic Survey in April 1998..
 MC1325
 MC1325
 MC1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1325
 MC1325.The geoid height was determined by GEOID03.
 MC1325
 MC1325;                    North         East     Units Scale Factor Converg.
 MC1325;SPC OH N     -   186,154.024   547,960.254   MT  0.99995052   -0 24 30.5
 MC1325;UTM  17      - 4,578,823.314   322,473.598   MT  0.99998787   -1 24 06.8
 MC1325
 MC1325                          SUPERSEDED SURVEY CONTROL
 MC1325
 MC1325  NAD 83(1995)-  41 20 28.87603(N)    083 07 18.41718(W) AD(       ) 4
 MC1325  NAD 83(1986)-  41 20 28.87156(N)    083 07 18.42228(W) AD(       ) 4
 MC1325  NAD 27      -  41 20 28.68214(N)    083 07 18.71325(W) AD(       ) 3
 MC1325
 MC1325.Superseded values are not recommended for survey control.
 MC1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1325.See file dsdata.txt to determine how the superseded data were derived.
 MC1325
 MC1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2247478823(NAD 83)
 MC1325
 MC1325  HISTORY     - Date     Condition        Report By
 MC1325  HISTORY     - 1956     MONUMENTED       CGS
 MC1325
 MC1325                          STATION DESCRIPTION
 MC1325
 MC1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1325'THE STATION IS LOCATED IN THE SOUTH EDGE OF FREMONT AND ABOUT
 MC1325'400 FEET SOUTHEAST
 MC1325'OF THE INTERSECTION OF HAYES AND WHITTLESEY STREETS.  IT IS A 6
 MC1325'LEGGED STEEL STRUCTURE, PAINTED SILVER
 MC1325'AND APPROXIMATELY 130 FEET HIGH (WITH FREMONT PAINTED
 MC1325'ON THE TANK).
 MC1325'
 MC1325'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1326 ***********************************************************************
 MC1326  DESIGNATION -  FREMONT ST ANNS CATH CH SPIRE
 MC1326  PID         -  MC1326
 MC1326  STATE/COUNTY-  OH/SANDUSKY
 MC1326  USGS QUAD   -  FREMONT EAST (1980)
 MC1326
 MC1326                         *CURRENT SURVEY CONTROL
 MC1326  ___________________________________________________________________
 MC1326* NAD 83(1995)-  41 21 01.73833(N)    083 07 18.12082(W)     ADJUSTED  
 MC1326* NAVD 88     -                                                        
 MC1326  ___________________________________________________________________
 MC1326  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 MC1326  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1326
 MC1326  HORZ ORDER  -  THIRD
 MC1326
 MC1326.The horizontal coordinates were established by classical geodetic methods
 MC1326.and adjusted by the National Geodetic Survey in April 1998..
 MC1326
 MC1326
 MC1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1326
 MC1326.The geoid height was determined by GEOID03.
 MC1326
 MC1326;                    North         East     Units Scale Factor Converg.
 MC1326;SPC OH N     -   187,167.959   547,974.171   MT  0.99995129   -0 24 30.3
 MC1326;UTM  17      - 4,579,836.892   322,505.095   MT  0.99998773   -1 24 07.5
 MC1326
 MC1326                          SUPERSEDED SURVEY CONTROL
 MC1326
 MC1326  NAD 83(1995)-  41 21 01.74661(N)    083 07 18.12870(W) AD(       ) 4
 MC1326  NAD 83(1986)-  41 21 01.74201(N)    083 07 18.13491(W) AD(       ) 4
 MC1326  NAD 27      -  41 21 01.54913(N)    083 07 18.42816(W) AD(       ) 3
 MC1326
 MC1326.Superseded values are not recommended for survey control.
 MC1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1326.See file dsdata.txt to determine how the superseded data were derived.
 MC1326
 MC1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2250579837(NAD 83)
 MC1326
 MC1326  HISTORY     - Date     Condition        Report By
 MC1326  HISTORY     - 1956     MONUMENTED       CGS
 MC1326  HISTORY     - 1984     GOOD             USPSQD
 MC1326
 MC1326                          STATION DESCRIPTION
 MC1326
 MC1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1326'THE STATION IS LOCATED ON STATE STREET AND BETWEEN RAWSON AVE.
 MC1326'AND JACKSON STREET
 MC1326'IN FREMONT.  IT IS ABOUT 150 FEET HIGH AND THE POINT INTERSECTED
 MC1326'WAS THE CROSS ON TOP OF SPIRE.
 MC1326
 MC1326                          STATION RECOVERY (1984)
 MC1326
 MC1326'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1326'ST. ANNS RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1328 ***********************************************************************
 MC1328  DESIGNATION -  FREMONT ST JOSEPHS CH SPIRE
 MC1328  PID         -  MC1328
 MC1328  STATE/COUNTY-  OH/SANDUSKY
 MC1328  USGS QUAD   -  FREMONT EAST (1980)
 MC1328
 MC1328                         *CURRENT SURVEY CONTROL
 MC1328  ___________________________________________________________________
 MC1328* NAD 83(1995)-  41 20 46.83735(N)    083 07 09.92617(W)     ADJUSTED  
 MC1328* NAVD 88     -                                                        
 MC1328  ___________________________________________________________________
 MC1328  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 MC1328  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1328
 MC1328  HORZ ORDER  -  THIRD
 MC1328
 MC1328.The horizontal coordinates were established by classical geodetic methods
 MC1328.and adjusted by the National Geodetic Survey in April 1998..
 MC1328
 MC1328
 MC1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1328
 MC1328.The geoid height was determined by GEOID03.
 MC1328
 MC1328;                    North         East     Units Scale Factor Converg.
 MC1328;SPC OH N     -   186,706.940   548,161.390   MT  0.99995094   -0 24 25.0
 MC1328;UTM  17      - 4,579,372.679   322,684.298   MT  0.99998695   -1 24 01.7
 MC1328
 MC1328                          SUPERSEDED SURVEY CONTROL
 MC1328
 MC1328  NAD 83(1995)-  41 20 46.84506(N)    083 07 09.93431(W) AD(       ) 4
 MC1328  NAD 83(1986)-  41 20 46.84116(N)    083 07 09.94020(W) AD(       ) 4
 MC1328  NAD 27      -  41 20 46.65125(N)    083 07 10.23318(W) AD(       ) 3
 MC1328
 MC1328.Superseded values are not recommended for survey control.
 MC1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1328.See file dsdata.txt to determine how the superseded data were derived.
 MC1328
 MC1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2268479373(NAD 83)
 MC1328
 MC1328  HISTORY     - Date     Condition        Report By
 MC1328  HISTORY     - UNK      MONUMENTED
 MC1328  HISTORY     - 1956     SEE DESCRIPTION  CGS
 MC1328
 MC1328                          STATION DESCRIPTION
 MC1328
 MC1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1328'THE STATION IS LOCATED AT THE INTERSECTION OF CROGHAN AND WOOD
 MC1328'STREET IN FREMONT.
 MC1328'IT IS ABOUT 150 FEET HIGH AND THE POINT INTERSECTED WAS THE
 MC1328'CROSS ON TOP OF SPIRE.
 MC1328'
 MC1328'PROBABLY THE SAME AS FREMONT, CHURCH SPIRE, 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7187 ***********************************************************************
 DG7187  DESIGNATION -  FREO REF 1
 DG7187  PID         -  DG7187
 DG7187  STATE/COUNTY-  OH/HARRISON
 DG7187  USGS QUAD   -  FREEPORT (1994)
 DG7187
 DG7187                         *CURRENT SURVEY CONTROL
 DG7187  ___________________________________________________________________
 DG7187* NAD 83(1995)-  40 12 04.40969(N)    081 15 28.28249(W)     ADJUSTED  
 DG7187* NAVD 88     -       308.0    (meters)    1010.     (feet)  GPS OBS   
 DG7187  ___________________________________________________________________
 DG7187  X           -     741,476.587 (meters)                     COMP
 DG7187  Y           -  -4,821,848.029 (meters)                     COMP
 DG7187  Z           -   4,095,253.272 (meters)                     COMP
 DG7187  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DG7187  ELLIP HEIGHT-         274.18  (meters)          (09/23/04) GPS OBS
 DG7187  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DG7187
 DG7187  HORZ ORDER  -  B
 DG7187  ELLP ORDER  -  FOURTH    CLASS I
 DG7187
 DG7187.This is a reference station for the FREEPORT
 DG7187.National Continuously Operating Reference Station (FREO).
 DG7187
 DG7187.The horizontal coordinates were established by GPS observations
 DG7187.and adjusted by the National Geodetic Survey in September 2004..
 DG7187
 DG7187.The orthometric height was determined by GPS observations and a
 DG7187.high-resolution geoid model.
 DG7187
 DG7187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7187
 DG7187.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7187
 DG7187.The ellipsoidal height was determined by GPS observations
 DG7187.and is referenced to NAD 83.
 DG7187
 DG7187.The geoid height was determined by GEOID03.
 DG7187
 DG7187;                    North         East     Units Scale Factor Converg.
 DG7187;SPC OH N     -    60,115.068   705,761.416   MT  1.00005255   +0 48 57.7
 DG7187;UTM  17      - 4,450,123.480   478,054.200   MT  0.99960593   -0 09 59.2
 DG7187
 DG7187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7187!SPC OH N     -   0.99995699  x   1.00005255  =   1.00000954
 DG7187!UTM  17      -   0.99995699  x   0.99960593  =   0.99956294
 DG7187
 DG7187                          SUPERSEDED SURVEY CONTROL
 DG7187
 DG7187.No superseded survey control is available for this station.
 DG7187
 DG7187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME7805450123(NAD 83)
 DG7187_MARKER: I = METAL ROD
 DG7187_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG7187_STAMPING: FREO REF 1 2002
 DG7187_MARK LOGO: OHDT  
 DG7187_PROJECTION: RECESSED 5 CENTIMETERS
 DG7187_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7187+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG7187_ROD/PIPE-DEPTH:  9.1 meters
 DG7187_SLEEVE-DEPTH  :  0.9 meters
 DG7187
 DG7187  HISTORY     - Date     Condition        Report By
 DG7187  HISTORY     - 2002     MONUMENTED       OHDT
 DG7187
 DG7187                          STATION DESCRIPTION
 DG7187
 DG7187'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 2002 (JAS)
 DG7187'STATION IS LOCATED ON THE GROUNDS OF THE OHIO DEPARTMENT OF
 DG7187'TRANSPORTATION OUTPOST NEAR FREEPORT.
 DG7187' 
 DG7187'TO REACH FROM THE INTERSECTION OF US ROUTE 22 AND STATE ROUTE 800 IN
 DG7187'SMYRNA, GO NORTH ON ROUTE 800 FOR 1.6 MILES (2.6 KM) TO THE GARAGE ON
 DG7187'RIGHT(EAST).
 DG7187' 
 DG7187'STATION IS IN THE SOUTHWEST CORNER OF THE PROPERTY WITHIN THE BOUNDARY
 DG7187'FENCE.  LOCATED 19 FEET NORTH OF THE SOUTH BOUNDARY FENCE, 24 FEET
 DG7187'EAST OF  THE WEST BOUNDARY FENCE, AND 49 FEET EAST OF THE CENTERLINE
 DG7187'OF ROUTE 800.   STATION IS A STAINLESS STEEL ROD IN GREASE SLEEVE
 DG7187'DRIVEN TO REFUSAL.  ACCESS  IS THROUGH 6 INCH LOGO CAP STAMPED ---FREO
 DG7187'REF 1 2002---.  NOTE--THIS IS A CORS SITE  REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7188 ***********************************************************************
 DG7188  DESIGNATION -  FREO REF 2
 DG7188  PID         -  DG7188
 DG7188  STATE/COUNTY-  OH/HARRISON
 DG7188  USGS QUAD   -  FREEPORT (1994)
 DG7188
 DG7188                         *CURRENT SURVEY CONTROL
 DG7188  ___________________________________________________________________
 DG7188* NAD 83(1995)-  40 12 07.90311(N)    081 15 26.98795(W)     ADJUSTED  
 DG7188* NAVD 88     -       302.9    (meters)     994.     (feet)  GPS OBS   
 DG7188  ___________________________________________________________________
 DG7188  X           -     741,495.683 (meters)                     COMP
 DG7188  Y           -  -4,821,770.764 (meters)                     COMP
 DG7188  Z           -   4,095,332.268 (meters)                     COMP
 DG7188  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 DG7188  ELLIP HEIGHT-         269.06  (meters)          (09/23/04) GPS OBS
 DG7188  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DG7188
 DG7188  HORZ ORDER  -  B
 DG7188  ELLP ORDER  -  FOURTH    CLASS I
 DG7188
 DG7188.This is a reference station for the FREEPORT
 DG7188.National Continuously Operating Reference Station (FREO).
 DG7188
 DG7188.The horizontal coordinates were established by GPS observations
 DG7188.and adjusted by the National Geodetic Survey in September 2004..
 DG7188
 DG7188.The orthometric height was determined by GPS observations and a
 DG7188.high-resolution geoid model.
 DG7188
 DG7188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7188
 DG7188.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7188
 DG7188.The ellipsoidal height was determined by GPS observations
 DG7188.and is referenced to NAD 83.
 DG7188
 DG7188.The geoid height was determined by GEOID03.
 DG7188
 DG7188;                    North         East     Units Scale Factor Converg.
 DG7188;SPC OH N     -    60,223.250   705,790.497   MT  1.00005230   +0 48 58.5
 DG7188;UTM  17      - 4,450,231.100   478,085.117   MT  0.99960591   -0 09 58.4
 DG7188
 DG7188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7188!SPC OH N     -   0.99995779  x   1.00005230  =   1.00001009
 DG7188!UTM  17      -   0.99995779  x   0.99960591  =   0.99956372
 DG7188
 DG7188                          SUPERSEDED SURVEY CONTROL
 DG7188
 DG7188.No superseded survey control is available for this station.
 DG7188
 DG7188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME7808550231(NAD 83)
 DG7188_MARKER: I = METAL ROD
 DG7188_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG7188_STAMPING: FREO REF 2 2002
 DG7188_MARK LOGO: OHDT  
 DG7188_PROJECTION: RECESSED 5 CENTIMETERS
 DG7188_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7188+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG7188_ROD/PIPE-DEPTH:  9.8 meters
 DG7188_SLEEVE-DEPTH  :  0.9 meters
 DG7188
 DG7188  HISTORY     - Date     Condition        Report By
 DG7188  HISTORY     - 2002     MONUMENTED       OHDT
 DG7188
 DG7188                          STATION DESCRIPTION
 DG7188
 DG7188'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 2002 (JAS)
 DG7188'STATION IS LOCATED ON THE GROUNDS OF THE OHIO DEPARTMENT OF
 DG7188'TRANSPORTATION OUTPOST  NEAR FREEPORT.
 DG7188' 
 DG7188'TO REACH FROM THE INTERSECTION OF US ROUTE 22 AND STATE ROUTE 800, IN
 DG7188'SMYRNA, GO NORTH  ON ROUTE 800 FOR 1.6 MILES (2.6 KM) TO THE GARAGE ON
 DG7188'THE RIGHT(EAST).
 DG7188' 
 DG7188'STATION IS IN THE SOUTHEAST CORNER OF THE PROPERTY WITHIN THE BOUNDARY
 DG7188'FENCE.   LOCATED 32 FEET NORTH OF THE SOUTH BOUNDARY FENCE, 13 FEET
 DG7188'WEST OF THE EAST BOUNDARY  FENCE, AND 28 FEET NORTH OF SQUARE CATCH
 DG7188'BASIN.  STATION IS A STAINLESS STEEL ROD IN  GREASE SLEEVE DRIVEN TO
 DG7188'REFUSAL.  ACCESS TO MARK IS THROUGH 6 INCH LOGO CAP STAMPED  ---FREO
 DG7188'REF 2 2002---.  NOTE--THIS IS A CORS SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1560 ***********************************************************************
 MC1560  SACS        -  This is a Secondary Airport Control Station.
 MC1560  DESIGNATION -  FREPORT
 MC1560  PID         -  MC1560
 MC1560  STATE/COUNTY-  OH/SANDUSKY
 MC1560  USGS QUAD   -  FREMONT WEST (1980)
 MC1560
 MC1560                         *CURRENT SURVEY CONTROL
 MC1560  ___________________________________________________________________
 MC1560* NAD 83(1995)-  41 20 03.79271(N)    083 10 01.30804(W)     ADJUSTED  
 MC1560* NAVD 88     -       198.61   (meters)     651.6    (feet)  GPS OBS   
 MC1560  ___________________________________________________________________
 MC1560  X           -     570,637.664 (meters)                     COMP
 MC1560  Y           -  -4,762,201.694 (meters)                     COMP
 MC1560  Z           -   4,190,486.764 (meters)                     COMP
 MC1560  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 MC1560  ELLIP HEIGHT-         163.35  (meters)          (10/07/05) GPS OBS
 MC1560  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 MC1560
 MC1560  HORZ ORDER  -  FIRST
 MC1560  ELLP ORDER  -  FOURTH    CLASS II
 MC1560
 MC1560.This mark is at Fremont Airport (14G)
 MC1560
 MC1560.The horizontal coordinates were established by GPS observations
 MC1560.and adjusted by the National Geodetic Survey in August 1997..
 MC1560
 MC1560.The orthometric height was determined by GPS observations and a
 MC1560.high-resolution geoid model.
 MC1560
 MC1560.GPS derived orthometric heights for airport stations designated as
 MC1560.PACS or SACS are published to 2 decimal places.  This maintains
 MC1560.centimeter relative accuracy between the PACS and SACS.  It does
 MC1560.not indicate centimeter accuracy relative to other marks which are
 MC1560.part of the NAVD 88 network.
 MC1560
 MC1560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1560
 MC1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1560
 MC1560.The ellipsoidal height was determined by GPS observations
 MC1560.and is referenced to NAD 83.
 MC1560
 MC1560.The geoid height was determined by GEOID03.
 MC1560
 MC1560;                    North         East     Units Scale Factor Converg.
 MC1560;SPC OH N     -   185,408.495   544,167.232   MT  0.99994995   -0 26 17.5
 MC1560;UTM  17      - 4,578,143.627   318,668.045   MT  1.00000468   -1 25 53.8
 MC1560
 MC1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1560!SPC OH N     -   0.99997438  x   0.99994995  =   0.99992433
 MC1560!UTM  17      -   0.99997438  x   1.00000468  =   0.99997906
 MC1560
 MC1560:                Primary Azimuth Mark                     Grid Az
 MC1560:SPC OH N     -  FREPORT AZ MK                            094 05 40.5
 MC1560:UTM  17      -  FREPORT AZ MK                            095 05 16.8
 MC1560
 MC1560|---------------------------------------------------------------------|
 MC1560| PID    Reference Object                     Distance      Geod. Az  |
 MC1560|                                                           dddmmss.s |
 MC1560| MC1594 FREPORT AZ MK                       APPROX. 0.9 KM 0933923.0 |
 MC1560|---------------------------------------------------------------------|
 MC1560
 MC1560                          SUPERSEDED SURVEY CONTROL
 MC1560
 MC1560  ELLIP H (08/11/97)  163.37   (m)                       GP(       ) 4 2
 MC1560  NAD 83(1995)-  41 20 03.79355(N)    083 10 01.30895(W) AD(       ) 3
 MC1560  NAD 83(1986)-  41 20 03.79335(N)    083 10 01.32018(W) AD(       ) 3
 MC1560  NAD 27      -  41 20 03.60955(N)    083 10 01.61926(W) AD(       ) 3
 MC1560  NGVD 29 (02/23/89)  199.0    (m)          653.     (f) GPS OBS        
 MC1560
 MC1560.Superseded values are not recommended for survey control.
 MC1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1560.See file dsdata.txt to determine how the superseded data were derived.
 MC1560
 MC1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF1866878144(NAD 83)
 MC1560_MARKER: DH = HORIZONTAL CONTROL DISK
 MC1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1560_SP_SET: CONCRETE POST
 MC1560_STAMPING: FREPORT 1986
 MC1560_MARK LOGO: NGS   
 MC1560_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1560+STABILITY: SURFACE MOTION
 MC1560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1560+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 MC1560
 MC1560  HISTORY     - Date     Condition        Report By
 MC1560  HISTORY     - 1986     MONUMENTED       NGS
 MC1560  HISTORY     - 19871001 GOOD
 MC1560  HISTORY     - 19880818 GOOD
 MC1560  HISTORY     - 19901019 GOOD             NGS
 MC1560  HISTORY     - 19951107 GOOD             NGS
 MC1560  HISTORY     - 20050416 GOOD             WOOLPT
 MC1560
 MC1560                          STATION DESCRIPTION
 MC1560
 MC1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MC1560'THE STATION IS ABOUT 3 MILES SOUTHWEST OF FREMONT, AT THE FREMONT
 MC1560'AIRPORT IN THE GRASSY AREA IN BETWEEN THE TAXIWAY AND THE RUNWAY AT
 MC1560'THE WEST END OF THE RUNWAY.  OWNERSHIP GENE DAMSCHRODER, 365 SOUTH
 MC1560'STATE ROUTE 53, FREMONT OHIO 43420
 MC1560'TO REACH FROM THE JUNCTION OF U.S HIGHWAY 6 AND STATE HIGHWAY 53 ABOUT
 MC1560'3 MILES SOUTHWEST OF FREMONT. GO SOUTH ON STATE HIGHWAY 53 FOR 0.5
 MC1560'MILES TO THE AIRPORT ON THE LEFT.  TURN LEFT AND GO 0.05 MILES TO THE
 MC1560'STATION ON THE RIGHT AT THE SOUTH SIDE OF A CURVE IN TAXIWAY.  TO
 MC1560'REACH AZIMUTH MARK THE STATION GO EAST ALONG THE SOUTH SIDE OF THE
 MC1560'RUNWAY FOR 0.55 MILES TO THE MARK ON THE RIGHT ON HIGH POINT.
 MC1560'THE STATION MARKS ARE STANDARD NGS STATION DISKS STAMPED --FREPORT
 MC1560'1986--.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND 25 CM
 MC1560'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 18.0 METERS OFF LEAD-
 MC1560'ING EDGE  OF TAXIWAY TURN OFF LEADING TO THE WEST END OF RUNWAY,
 MC1560'12.0 METERS WEST OF A TAXIWAY/RUNWAY CONNECTOR, 5.6 METERS SOUTH-
 MC1560'SOUTHWEST OF SOUTHWEST EDGE OF CURVE IN TAXIWAY AND 3.8 METERS SOUTH-
 MC1560'SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL GRATE OF DRAIN.
 MC1560'UNDERGROUND 1.0 METERS BELOW GROUND.
 MC1560'DESCRIBED BY D. L. LAMBERT.  TYPED BY JAMES MALONEY 9/05/87.
 MC1560'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF FREMONT AND
 MC1560'AT THE FREMONT AIRPORT.  OWNERSHIP--GENE DAMSCHRODER, 365 SOUTH STATE
 MC1560'HIGHWAY 53, FREMONT, OH 43420, PHONE 419-332-8037.
 MC1560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MC1560'HIGHWAY 53, ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF FREMONT, GO SOUTH ON
 MC1560'STATE HIGHWAY 53 FOR 0.8 KM (0.50 MI) TO THE AIRPORT ON THE LEFT.
 MC1560'TRUN LEFT AND GO 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT AT THE
 MC1560'SOUTH SIDE OF A CURVE IN TAXIWAY.
 MC1560'THE STATION MARK IS A STANDARD NGS STATION DISK STAMPED---FREPORT
 MC1560'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 MC1560'FLUSH WITH THE GROUND.  LOCATED 18.0 M (59.1 FT) NORTH FROM CENTER OF
 MC1560'RUNWAY, 15.7 M (51.5 FT) EAST FROM EAST EDGE OF TAXIWAY TURNOFF
 MC1560'LEADING TO WEST END OF RUNWAY, 12.0 M (39.4 FT) WEST FROM A
 MC1560'TAXIWAY-RUNWAY CONNECTOR, 5.6 M (18.4 FT) SOUTH-SOUTHWEST FROM
 MC1560'SOUTHWEST EDGE OF CURVE IN TAXIWAY AND 3.8 M (12.5 FT)
 MC1560'SOUTH-SOUTHWEST FROM A METAL DRAIN GRATE.
 MC1560'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MC1560'DESCRIBED BY D.L. ADAMS.
 MC1560
 MC1560                          STATION RECOVERY (1987)
 MC1560
 MC1560'RECOVERED 1987
 MC1560'RECOVERED IN GOOD CONDITION.
 MC1560
 MC1560                          STATION RECOVERY (1988)
 MC1560
 MC1560'RECOVERED 1988
 MC1560'RECOVERED IN GOOD CONDITION.
 MC1560
 MC1560                          STATION RECOVERY (1990)
 MC1560
 MC1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 MC1560'THE STATION IS LOCATED 5.0 KM (3.1 MI) SOUTHWEST OF FREMONT, AT THE
 MC1560'FREMONT AIRPORT, NEAR THE ENTRANCE OF THE AIRPORT AND IN A GRASSY
 MC1560'AREA ON THE EAST SIDE OF THE TAXIWAY LEADING TO THE END OF RUNWAY 9
 MC1560'AND SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE AIRPORT OFFICE.
 MC1560'OWNERSHIP--AND MANAGER IS GENE DAMSCHRODER, PHONE (419)332-8037.
 MC1560'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MC1560'HIGHWAY 53, LOCATED 5.0 KM (3.1 MI) SOUTHWEST OF FREMONT, GO SOUTH ON
 MC1560'STATE HIGHWAY 53 FOR 0.8 KM (0.5 MI) TO THE AIRPORT ENTRACE ON THE
 MC1560'LEFT, TURN LEFT, EAST, ON THE AIRPORT ENTRANCE FOR ABOUT 30.48 M
 MC1560'(100.00 FT) TO THE JUNCTION OF THE TAXIWAY, TURN RIGHT ON THE TAXIWAY
 MC1560'FOR ABOUT 15.24 M (50.00 FT) TO THE STATION ON THE LEFT.
 MC1560'THE STATION IS FLUSH WITH THE GROUND LOCATED 39.4 M (129.3 FT)
 MC1560'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE AIRPORT OFFICE, 18.1 M
 MC1560'(59.4 FT) NORTH OF THE CENTER OF RUNWAY 9, 9.7 M (31.8 FT) SOUTHEAST
 MC1560'OF THE EAST METAL LEG OF A STOP SIGN, 7.1 M (23.3 FT) WEST OF THE
 MC1560'CENTER ONE OF THREE RUNWAY END LIGHTS, 4.1 M (13.5 FT) SOUTHWEST OF
 MC1560'THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A CATCH BASIN AND
 MC1560'0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 MC1560
 MC1560                          STATION RECOVERY (1995)
 MC1560
 MC1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MC1560'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF FREMONT,
 MC1560'OH., AT THE FREMONT AIRPORT.  IN THE FIRST SMALL GRASS PLOT SOUTHEAST
 MC1560'OF THE ENTRANCE DRIVE, BETWEEN THE RUNWAY AND TAXI.  OWNERSHIP--GENE
 MC1560'DAMSCHRODER, 365 SOUTH STATE HIGHWAY 53, FREMONT, OH.  43420. AIRPORT
 MC1560'MANAGER GENE DAMSCHRODER, PHONE 419-332-8037.  NOTE--THIS STATION WAS
 MC1560'SELECTED AS A (SACS) .  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 MC1560'HIGHWAY 6 AND STATE HIGHWAY 53 ABOUT 2.0 KM (1.25 MI) WEST OF FREMONT,
 MC1560'GO SOUTH, 0.8 KM (0.50 MI) ALONG HIGHWAY 53 TO THE AIRPORT ENTRANCE ON
 MC1560'THE LEFT.  TURN LEFT, EAST, 0.09 KM (0.05 MI) TO THE AIRPORT OFFICE ON
 MC1560'THE LEFT, AND THE STATION IN THE GRASS PLOT TO THE SOUTHWEST OF THE
 MC1560'OFFICE.  STATION IS 39.4 M (129.3 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 MC1560'CORNER OF THE OFFICE, 20.9 M (68.6 FT) SOUTH OF THE ENTRANCE ROAD/TAXI
 MC1560'CENTER, 18.1 M (59.4 FT) NORTH OF THE CENTER OF RUNWAY END 9, 14.6 M
 MC1560'(47.9 FT) SOUTHEAST OF THE EAST METAL LEG OF A STOP SIGN, 6.6 M (21.7
 MC1560'FT) WEST OF THE CENTER 1 OF 3 RUNWAY END LIGHTS, 3.9 M (12.8 FT)
 MC1560'SOUTHWEST OF THE SOUTHWEST CONCRETE CORNER OF A CATCH BASIN, 0.3 M
 MC1560'(1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS 0.2 M (0.7
 MC1560'FT) BELOW THE LEVEL OF THE RUNWAY AND FLUSH WITH THE GROUND SURFACE.
 MC1560'NOTE--THIS STATION SELECTED AS A SACS.
 MC1560
 MC1560                          STATION RECOVERY (2005)
 MC1560
 MC1560'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CTS)
 MC1560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1594 ***********************************************************************
 MC1594  DESIGNATION -  FREPORT AZ MK
 MC1594  PID         -  MC1594
 MC1594  STATE/COUNTY-  OH/SANDUSKY
 MC1594  USGS QUAD   -  FREMONT WEST (1980)
 MC1594
 MC1594                         *CURRENT SURVEY CONTROL
 MC1594  ___________________________________________________________________
 MC1594* NAD 83(1995)-  41 20 01.85648(N)    083 09 21.14880(W)     ADJUSTED  
 MC1594* NAVD 88     -       203.3    (meters)     667.     (feet)  VERTCON   
 MC1594  ___________________________________________________________________
 MC1594  X           -     571,569.954 (meters)                     COMP
 MC1594  Y           -  -4,762,133.094 (meters)                     COMP
 MC1594  Z           -   4,190,444.942 (meters)                     COMP
 MC1594  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 MC1594  ELLIP HEIGHT-         167.94  (meters)          (04/01/98) GPS OBS
 MC1594  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 MC1594
 MC1594  HORZ ORDER  -  THIRD
 MC1594  ELLP ORDER  -  FOURTH    CLASS I
 MC1594
 MC1594.This mark is at Fremont Airport (14G)
 MC1594
 MC1594.The horizontal coordinates were established by GPS observations
 MC1594.and adjusted by the National Geodetic Survey in April 1998..
 MC1594
 MC1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1594
 MC1594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1594
 MC1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1594
 MC1594.The ellipsoidal height was determined by GPS observations
 MC1594.and is referenced to NAD 83.
 MC1594
 MC1594.The geoid height was determined by GEOID03.
 MC1594
 MC1594;                    North         East     Units Scale Factor Converg.
 MC1594;SPC OH N     -   185,341.685   545,100.507   MT  0.99994990   -0 25 51.2
 MC1594;UTM  17      - 4,578,060.642   319,600.070   MT  1.00000053   -1 25 27.2
 MC1594
 MC1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1594!SPC OH N     -   0.99997366  x   0.99994990  =   0.99992356
 MC1594!UTM  17      -   0.99997366  x   1.00000053  =   0.99997419
 MC1594
 MC1594:                Primary Azimuth Mark                     Grid Az
 MC1594:SPC OH N     -  FREPORT                                  274 05 40.7
 MC1594:UTM  17      -  FREPORT                                  275 05 16.7
 MC1594
 MC1594|---------------------------------------------------------------------|
 MC1594| PID    Reference Object                     Distance      Geod. Az  |
 MC1594|                                                           dddmmss.s |
 MC1594| MC1560 FREPORT                             APPROX. 0.9 KM 2733949.5 |
 MC1594|---------------------------------------------------------------------|
 MC1594
 MC1594                          SUPERSEDED SURVEY CONTROL
 MC1594
 MC1594  NAD 83(1995)-  41 20 01.85726(N)    083 09 21.14969(W) AD(       ) 3
 MC1594  NAD 83(1986)-  41 20 01.85729(N)    083 09 21.16095(W) AD(       ) 3
 MC1594  NAD 27      -  41 20 01.67346(N)    083 09 21.46144(W) AD(       ) 3
 MC1594  NGVD 29 (02/23/89)  203.5    (m)          668.     (f) GPS OBS        
 MC1594
 MC1594.Superseded values are not recommended for survey control.
 MC1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1594.See file dsdata.txt to determine how the superseded data were derived.
 MC1594
 MC1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF1960078061(NAD 83)
 MC1594_MARKER: DZ = AZIMUTH MARK DISK
 MC1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1594_SP_SET: CONCRETE POST
 MC1594_STAMPING: FREPORT 1986
 MC1594_MARK LOGO: NGS   
 MC1594_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1594+SATELLITE: SATELLITE OBSERVATIONS - 1988
 MC1594
 MC1594  HISTORY     - Date     Condition        Report By
 MC1594  HISTORY     - 1986     MONUMENTED       NGS
 MC1594  HISTORY     - 1988     GOOD             NGS
 MC1594
 MC1594                          STATION DESCRIPTION
 MC1594
 MC1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MC1594'THE STATION IS ABOUT 3 MILES SOUTHWEST OF FREMONT, AT THE FREMONT
 MC1594'AIRPORT IN THE GRASSY AREA IN BETWEEN THE TAXIWAY AND THE RUNWAY AT
 MC1594'THE WEST END OF THE RUNWAY.  OWNERSHIP GENE DAMSCHRODER, 365 SOUTH
 MC1594'STATE ROUTE 53, FREMONT OHIO 43420
 MC1594'TO REACH FROM THE JUNCTION OF U.S HIGHWAY 6 AND STATE HIGHWAY 53 ABOUT
 MC1594'3 MILES SOUTHWEST OF FREMONT. GO SOUTH ON STATE HIGHWAY 53 FOR 0.5
 MC1594'MILES TO THE AIRPORT ON THE LEFT.  TURN LEFT AND GO 0.05 MILES TO THE
 MC1594'STATION ON THE RIGHT AT THE SOUTH SIDE OF A CURVE IN TAXIWAY.  TO
 MC1594'REACH AZIMUTH MARK THE STATION GO EAST ALONG THE SOUTH SIDE OF THE
 MC1594'RUNWAY FOR 0.55 MILES TO THE MARK ON THE RIGHT ON HIGH POINT.
 MC1594'THE AZIMUTH MARKS ARE STANDARD NGS AZIMUTH DISKS STAMPED --FREPORT
 MC1594'1986--.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND 25 CM
 MC1594'CONCRETE POST PROJECTING 5 CM.  IT IS 37.8 METERS SOUTH OF THE
 MC1594'RUNWAY CENTER LINE, 22.4 METERS SOUTH-SOUTHWEST OF A RUNWAY LIGHT,
 MC1594'2.4 METERS NORTHEAST OF A WOOD POLE WITH WINDSOCK, 1.1 METERS NORTH
 MC1594'OF THE FIBERGLASS WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN
 MC1594'IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW GROUND.
 MC1594'DESCRIBED BY D. L. LAMBERT.  TYPED BY JAMES MALONEY 9/05/87.
 MC1594
 MC1594                          STATION RECOVERY (1988)
 MC1594
 MC1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MC1594'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF FREMONT AND
 MC1594'AT THE FREMONT AIRPORT.  OWNERSHIP--GENE DAMSCHRODER, 365 SOUTH STATE
 MC1594'HIGHWAY 53, FREMONT, OH 43420, PHONE 419-332-8037.
 MC1594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MC1594'HIGHWAY 53, ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF FREMONT, GO SOUTH ON
 MC1594'STATE HIGHWAY 53 FOR 0.8 KM (0.50 MI) TO THE AIRPORT ON THE LEFT.
 MC1594'TURN LEFT AND GO 0.1 KM (0.05 MI) TO A CURVE IN TAXIWAY.  FROM HERE
 MC1594'GO EAST ALONG SOUTH SIDE OF RUNWAY FOR 0.8 KM (0.50 MI) TO THE MARK
 MC1594'ON THE RIGHT ON HIGH POINT.
 MC1594'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---FREPORT
 MC1594'1986---, SET IN THE TOP OF A 20 CM IN DIAMETER CONCRETE POST THAT IS
 MC1594'FLUSH WITH THE GROUND.  LOCATED 37.8 M (124.0 FT) SOUTH FROM RUNWAY
 MC1594'CENTER, 22.4 M (73.5 FT) SOUTH-SOUTHEAST FROM A RUNWAY LIGHT, 2.4 M
 MC1594'(7.9 FT) NORTHEAST FROM A WOODEN POLE WITH WINDSOCK, 1.1 M (3.6 FT)
 MC1594'NORTH FROM A FIBERGLASS WITNESS POST AND 0.3 M (1.0 FT) WEST FROM A
 MC1594'FIBEREGLASS WITNESS POST.
 MC1594'GPS SURVEY, FAA AIRPORTS, INDIANA.
 MC1594'DESCRIBED BY D.L. ADAMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2235 ***********************************************************************
 JX2235  DESIGNATION -  FROG
 JX2235  PID         -  JX2235
 JX2235  STATE/COUNTY-  OH/MUSKINGUM
 JX2235  USGS QUAD   -  NORWICH (1994)
 JX2235
 JX2235                         *CURRENT SURVEY CONTROL
 JX2235  ___________________________________________________________________
 JX2235* NAD 83(1995)-  39 57 45.59137(N)    081 50 39.53939(W)     ADJUSTED  
 JX2235* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 JX2235  ___________________________________________________________________
 JX2235  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 JX2235  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JX2235
 JX2235  HORZ ORDER  -  SECOND
 JX2235
 JX2235.The horizontal coordinates were established by classical geodetic methods
 JX2235.and adjusted by the National Geodetic Survey in April 1998..
 JX2235
 JX2235.The orthometric height was scaled from a topographic map.
 JX2235
 JX2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2235
 JX2235.The geoid height was determined by GEOID03.
 JX2235
 JX2235;                    North         East     Units Scale Factor Converg.
 JX2235;SPC OH S     -   218,090.800   656,020.593   MT  0.99998678   +0 24 57.8
 JX2235;UTM  17      - 4,423,954.600   427,889.699   MT  0.99966401   -0 32 32.3
 JX2235
 JX2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2235!SPC OH S     -   0.99995608  x   0.99998678  =   0.99994286
 JX2235!UTM  17      -   0.99995608  x   0.99966401  =   0.99962010
 JX2235
 JX2235|---------------------------------------------------------------------|
 JX2235| PID    Reference Object                     Distance      Geod. Az  |
 JX2235|                                                           dddmmss.s |
 JX2235| CC9895 FROG RM 1                            10.184 METERS 10513     |
 JX2235| CC9896 FROG RM 2                            14.063 METERS 20802     |
 JX2235| JX2245 ZANESVILLE MUNI APT BCN             APPROX. 4.3 KM 2485543.5 |
 JX2235| CC9894 FROG AZ MK                                         3065811.4 |
 JX2235|---------------------------------------------------------------------|
 JX2235
 JX2235                          SUPERSEDED SURVEY CONTROL
 JX2235
 JX2235  NAD 83(1986)-  39 57 45.59664(N)    081 50 39.55148(W) AD(       ) 2
 JX2235  NAD 27      -  39 57 45.35990(N)    081 50 40.09200(W) AD(       ) 2
 JX2235
 JX2235.Superseded values are not recommended for survey control.
 JX2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2235.See file dsdata.txt to determine how the superseded data were derived.
 JX2235
 JX2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME2789023955(NAD 83)
 JX2235_MARKER: DS = TRIANGULATION STATION DISK
 JX2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2235
 JX2235  HISTORY     - Date     Condition        Report By
 JX2235  HISTORY     - 1959     MONUMENTED       CGS
 JX2235  HISTORY     - 1960     MARK NOT FOUND   USGS
 JX2235
 JX2235                          STATION DESCRIPTION
 JX2235
 JX2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JX2235'THE STATION IS ABOUT 9 MILES EAST OF ZANESVILLE, 3 MILES EAST OF THE
 JX2235'ZANESVILLE MUNICIPAL AIRPORT
 JX2235'AND 3/4 MILE SOUTH OF U.S. HIGHWAYS 22 AND 40.  IT IS ON A BARE
 JX2235'KNOLL IN A CULTIVATED FIELD WHICH IS
 JX2235'IN THE NORTHWEST 1/4 OF SECTION 19, T 1 N, R 6 W,
 JX2235'PERRY TOWNSHIP AND ON PROPERTY OWNED BY MRS. DOROTHY
 JX2235'MIKOLAJCIK.
 JX2235'
 JX2235'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND 6TH STREETS IN
 JX2235'THE CENTER OF THE BUSINESS
 JX2235'DISTRICT IN ZANESVILLE, GO EAST ON U.S. HIGHWAYS 22 AND 40 FOR 5.9
 JX2235'MILE TO THE JUNCTION OF STATE
 JX2235'HIGHWAY 797, WHICH LEADS TO THE ZANESVILLE AIRPORT.
 JX2235'CONTINUE EAST ON HIGHWAYS 22 AND 40 FOR 2.2 MILE
 JX2235'TO A GRAVEL SIDE ROAD ON THE RIGHT.
 JX2235'(PERRY TOWNSHIP ROUTE 465).  TURN RIGHT AND FOLLOW ROUTE 465
 JX2235'SOUTHERLY 0.7 MILE TO THE
 JX2235'AZIMUTH MARK ON THE LEFT AT A TELEPHONE POLE.  CONTINUE ON ROUTE 465
 JX2235'FOR 0.35 MILE TO A
 JX2235'T-INTERSECTION.  TURN RIGHT AND FOLLOW THE GRAVEL ROAD 0.05 MILE TO
 JX2235'THE TOP OF A SMALL GRADE AND THE
 JX2235'STATION ABOUT 50 FEET NORTHWEST OF THE GRAVEL ROAD.
 JX2235'
 JX2235'STATION MARKS ARE STANDARD DISKS STAMPED FROG 1959.  THE SURFACE DISK
 JX2235'IS SET IN A SQUARE CONCRETE
 JX2235'POST 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 47.5 FEET
 JX2235'NORTHEAST OF A POWERLINE POLE, 26
 JX2235'FEET NORTHWEST OF THE NORTHWEST EDGE OF A CUT BANK
 JX2235'AND 9.5 FEET SOUTHEAST OF THE CENTERLINE OF WHERE
 JX2235'POWERLINE CROSSES OVER THE HILL.
 JX2235'AN UNDERGROUND MARK WAS NOT ESTABLISHED AT THIS STATION.
 JX2235'
 JX2235'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FROG NO 1 1959, IS SET
 JX2235'IN A SUQARE CONCRETE POST
 JX2235'WHICH PROJECTS 2 INCHES.  IT IS 23 FEET NORTHWEST OF THE CENTERLINE
 JX2235'OF THE GRAVEL ROAD, 4.5 FEET
 JX2235'NORTHEAST OF A TRIPLE-TRUNK DECIDUOUS TREE AND 1 FOOT NORTHWEST
 JX2235'OF THE NORTHWEST EDGE OF THE CUT BANK.  A
 JX2235'STANDARD METAL WITNESS POST WAS SET
 JX2235'2.1 FEET EAST OF THE MARK.
 JX2235'
 JX2235'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FROG NO 2 1959, IS SET
 JX2235'IN A SQUARE CONCRETE POST
 JX2235'WHICH PROJECTS 1 INCH.  IT IS 23 FEET NORTHWEST OF THE CENTERLINE OF
 JX2235'THE GRAVEL ROAD AND 2 FEET WEST OF
 JX2235'THE POWERLINE POLE.
 JX2235'
 JX2235'AZIMUTH MARK, A STANDARD DISK STAMPED FROG 1959, IS SET IN A SQUARE
 JX2235'CONCRETE POST WHICH PROJECTS 4
 JX2235'INCHES.  IT IS 15.5 FEET NORTH OF THE CENTER OF ROUTE 465 AND 2.5
 JX2235'FEET EAST OF A TELEPHONE POLE.  A
 JX2235'STANDARD METAL WITNESS POST WAS SET 2.5 FEET WEST
 JX2235'OF THE MARK.
 JX2235
 JX2235                          STATION RECOVERY (1960)
 JX2235
 JX2235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JX2235'STATION NOT FOUND.  A FIELD ROAD WAS CONSTRUCTED TO AN OIL WELL WHERE
 JX2235'STATION WAS SUPPOSED TO BE LOCATED.  LOCAL INHABITANTS SAID ROAD WAS
 JX2235'CONSTRUCTED BY BULL DOZER AND POSSIBLY A BLADE OF BULLDOZER KNOCKED
 JX2235'IT OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2007 ***********************************************************************
 KZ2007  DESIGNATION -  FROST
 KZ2007  PID         -  KZ2007
 KZ2007  STATE/COUNTY-  OH/CRAWFORD
 KZ2007  USGS QUAD   -  OCEOLA (1973)
 KZ2007
 KZ2007                         *CURRENT SURVEY CONTROL
 KZ2007  ___________________________________________________________________
 KZ2007* NAD 83(1995)-  40 49 22.78192(N)    083 01 05.76911(W)     ADJUSTED  
 KZ2007* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 KZ2007  ___________________________________________________________________
 KZ2007  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 KZ2007  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 KZ2007
 KZ2007  HORZ ORDER  -  FIRST
 KZ2007
 KZ2007.The horizontal coordinates were established by classical geodetic methods
 KZ2007.and adjusted by the National Geodetic Survey in April 1998..
 KZ2007
 KZ2007.The orthometric height was scaled from a topographic map.
 KZ2007
 KZ2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2007
 KZ2007.The geoid height was determined by GEOID03.
 KZ2007
 KZ2007;                    North         East     Units Scale Factor Converg.
 KZ2007;SPC OH N     -   128,535.306   556,281.403   MT  0.99994821   -0 20 25.7
 KZ2007;UTM  17      - 4,521,068.202   329,802.006   MT  0.99995655   -1 19 10.9
 KZ2007
 KZ2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2007!SPC OH N     -   0.99995747  x   0.99994821  =   0.99990568
 KZ2007!UTM  17      -   0.99995747  x   0.99995655  =   0.99991402
 KZ2007
 KZ2007:                Primary Azimuth Mark                     Grid Az
 KZ2007:SPC OH N     -  TAYLOR                                   021 50 07.4
 KZ2007:UTM  17      -  TAYLOR                                   022 48 52.6
 KZ2007
 KZ2007|---------------------------------------------------------------------|
 KZ2007| PID    Reference Object                     Distance      Geod. Az  |
 KZ2007|                                                           dddmmss.s |
 KZ2007| KZ2001 TAYLOR                              APPROX.10.0 KM 0212941.7 |
 KZ2007| CE6596 FROST RM 1                          142.835 METERS 08403     |
 KZ2007| KZ1993 BUCYRUS TIMKEN BEARING PLT TK       APPROX. 6.8 KM 1013906.1 |
 KZ2007| CE6597 FROST RM 2                          353.839 METERS 22131     |
 KZ2007| KZ2008 FROST 2                             184.538 METERS 27034     |
 KZ2007| CE6598 FROST RM 3                          103.000 METERS 35552     |
 KZ2007|---------------------------------------------------------------------|
 KZ2007
 KZ2007                          SUPERSEDED SURVEY CONTROL
 KZ2007
 KZ2007  NAD 83(1986)-  40 49 22.78732(N)    083 01 05.78256(W) AD(       ) 1
 KZ2007  NAD 27      -  40 49 22.58074(N)    083 01 06.10299(W) AD(       ) 1
 KZ2007
 KZ2007.Superseded values are not recommended for survey control.
 KZ2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2007.See file dsdata.txt to determine how the superseded data were derived.
 KZ2007
 KZ2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2980221068(NAD 83)
 KZ2007_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2007
 KZ2007  HISTORY     - Date     Condition        Report By
 KZ2007  HISTORY     - 1928     MONUMENTED       CGS
 KZ2007  HISTORY     - 1959     SEE DESCRIPTION  CGS
 KZ2007  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KZ2007
 KZ2007                          STATION DESCRIPTION
 KZ2007
 KZ2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 KZ2007'ABOUT 2 MILES WEST OF BUCYRUS ON LAND OWNED BY WILLIS FROST.  MARK IS
 KZ2007'1 FOOT UNDERGROUND ON KNOLL IN CENTER
 KZ2007'OF FIELD ABOUT 100 YARDS EAST OF MR.
 KZ2007'FROSTS HOUSE.
 KZ2007'
 KZ2007'REFERENCE MARK NO. 1 (EAST), ON WEST SIDE OF NORTH-AND-SOUTH
 KZ2007'ROAD, ABOUT 20
 KZ2007'YARDS NORTHWEST OF LARGE OAK WITH TOP BROKEN OUT.
 KZ2007'
 KZ2007'REFERENCE MARK NO. 2 ON EAST SIDE OF ENTRANCE TO MR. FROSTS
 KZ2007'PROPERTY NEAR TWO
 KZ2007'LARGE MAPLES.
 KZ2007'
 KZ2007'A 90- FOOT STEEL TOWER USED.
 KZ2007'
 KZ2007'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KZ2007'DISKS SET IN
 KZ2007'CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 KZ2007
 KZ2007                          STATION RECOVERY (1959)
 KZ2007
 KZ2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ2007'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 KZ2007'RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO REFERENCE
 KZ2007'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE VERIFIED.  THE DISTANCE TO
 KZ2007'REFERENCE MARK NO. 1 COULD NOT BE VERIFIED, THE
 KZ2007'1959 MEASUREMENT BEING .035 METERS SHORTER THAN THE 1928 MEASUREMENT.
 KZ2007'THE DISTANCE TO REFERENCE MARK NO. 2 COULD NOT BE
 KZ2007'MEASURED DUE TO THE A CORN CROP BEING IN LINE.  REFERENCE
 KZ2007'MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 KZ2007'
 KZ2007'THE DISTANCES WERE MEASURED TO REFERENCE MARK NO. 1 AND REFERENCE
 KZ2007'MARK NO. 3, HORIZONTAL, WITH 30 METER TAPES AND
 KZ2007'PULLING 5 KILOGRAMS TENSION.
 KZ2007'
 KZ2007'A NEW DESCRIPTION FOLLOWS.
 KZ2007'
 KZ2007'THE STATION IS IN A CULTIVATED FIELD ABOUT 2.0 MILES NORTHWEST OF THE
 KZ2007'CENTER OF BUCYRUS AND 0.2 MILE NORTH OF THE INTERSECTION OF
 KZ2007'U.S. HIGHWAY 30N AND STATE HIGHWAY 182.  IT IS ON PROPERTY OWNED BY
 KZ2007'MR. J. FROST.
 KZ2007'
 KZ2007'TO REACH THE STATION FROM THE SQUARE IN THE CENTER OF BUCYRUS, GO
 KZ2007'NORTHWEST ON U.S. HIGHWAY 30N FOR 2.3 MILES TO
 KZ2007'THE INTERSECTION OF STATE HIGHWAY 182 AND U.S. HIGHWAY 30N.  CONTINUE
 KZ2007'STRAIGHT AHEAD ON HIGHWAY 30N FOR 0.2 MILE TO A
 KZ2007'DRIVEWAY ON THE RIGHT AND REFERENCE MARK NO. 2 ON THE RIGHT.  TURN
 KZ2007'RIGHT AND GO NORTH ON THE DRIVEWAY FOR 0.15 MILE TO
 KZ2007'THE HOME OF MR. J. FROST.  CONTINUE NORTH FOR 0.05 MILE TO A
 KZ2007'GROUP OF FARM BUILDINGS.  TURN RIGHT AND GO EAST ALONG THE SOUTH
 KZ2007'SIDE OF A CONCRETE BLOCK BUILDING FOR 0.05 MILE TO
 KZ2007'A METAL GATE.  PASS THROUGH THE GATE AND CONTINUE EAST FOR 0.1 MILE
 KZ2007'TO THE HIGHEST PART OF A CULTIVATED FIELD AND THE
 KZ2007'STATION.
 KZ2007'
 KZ2007'STATION MARKS ARE STANDARD DISKS STAMPED FROST 1928.  THE SURFACE
 KZ2007'DISK IS IN A SQUARE
 KZ2007'CONCRETE POST 14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 604
 KZ2007'FEET EAST OF THE CENTER OF METAL
 KZ2007'GATE AND 367 FEET NORTH OF AN EAST-WEST FENCE.
 KZ2007'
 KZ2007'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FROST NO 1 1928, IS SET
 KZ2007'IN A SQUARE CONCRETE
 KZ2007'POST WHICH PROJECTS 2 INCHES.  IT IS IN A NORTH-SOUTH FENCE, 22.5
 KZ2007'FEET WEST OF THE CENTERLINE OF
 KZ2007'HOLMES CENTER ROUTE NO. 36, 67.5 FEET NORTH OF A POWERLINE
 KZ2007'POLE WITH A TRIANGLE BLAZE AND 1.9 FEET
 KZ2007'NORTHWEST OF A STANDARD METAL WITNESS POST.
 KZ2007'
 KZ2007'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FROST NO 2 1928, IS SET
 KZ2007'IN A SQUARE CONCRETE
 KZ2007'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 28.5 FEET NORTH OF
 KZ2007'THE PAINTED CENTER LINE OF HIGHWAY
 KZ2007'30N, 36 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY
 KZ2007'EAST OF A LONE 4-FOOT DECIDUOUS TREE.  A STANDARD
 KZ2007'METAL WITNESS POST WAS SET 2.2 FEET
 KZ2007'EAST OF THE MARK.
 KZ2007'
 KZ2007'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FROST NO 3 1928, IS SET
 KZ2007'IN A SQUARE CONCRETE
 KZ2007'POST WHICH PROJECTS 4 INCHES.  IT IS 1 FOOT SOUTH OF AN EAST-WEST
 KZ2007'FENCE WHICH IS NORTH OF THE
 KZ2007'STATION.
 KZ2007'
 KZ2007'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 KZ2007
 KZ2007                          STATION RECOVERY (1962)
 KZ2007
 KZ2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KZ2007'THE STATION AND ALL MARKS WERE RECOVERED.  THE STATION AND
 KZ2007'REFERENCE MARK 1
 KZ2007'WERE DESTROYED AT THIS TIME AND A NEW STATION FROST 2 AND REFERENCE
 KZ2007'MARK 4 ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2008 ***********************************************************************
 KZ2008  DESIGNATION -  FROST 2
 KZ2008  PID         -  KZ2008
 KZ2008  STATE/COUNTY-  OH/CRAWFORD
 KZ2008  USGS QUAD   -  OCEOLA (1973)
 KZ2008
 KZ2008                         *CURRENT SURVEY CONTROL
 KZ2008  ___________________________________________________________________
 KZ2008* NAD 83(1995)-  40 49 22.84097(N)    083 01 13.64376(W)     ADJUSTED  
 KZ2008* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 KZ2008  ___________________________________________________________________
 KZ2008  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 KZ2008  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 KZ2008
 KZ2008  HORZ ORDER  -  SECOND
 KZ2008
 KZ2008.The horizontal coordinates were established by classical geodetic methods
 KZ2008.and adjusted by the National Geodetic Survey in April 1998..
 KZ2008
 KZ2008.The orthometric height was scaled from a topographic map.
 KZ2008
 KZ2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2008
 KZ2008.The geoid height was determined by GEOID03.
 KZ2008
 KZ2008;                    North         East     Units Scale Factor Converg.
 KZ2008;SPC OH N     -   128,538.226   556,096.898   MT  0.99994821   -0 20 30.9
 KZ2008;UTM  17      - 4,521,074.276   329,617.576   MT  0.99995732   -1 19 16.1
 KZ2008
 KZ2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2008!SPC OH N     -   0.99995747  x   0.99994821  =   0.99990568
 KZ2008!UTM  17      -   0.99995747  x   0.99995732  =   0.99991479
 KZ2008
 KZ2008|---------------------------------------------------------------------|
 KZ2008| PID    Reference Object                     Distance      Geod. Az  |
 KZ2008|                                                           dddmmss.s |
 KZ2008| CE6598 FROST RM 3                                         06020     |
 KZ2008| KZ2007 FROST                               184.538 METERS 09034     |
 KZ2008| CE6599 FROST 2 RM 4                         23.532 METERS 17952     |
 KZ2008| CE6597 FROST RM 2                                         19036     |
 KZ2008|---------------------------------------------------------------------|
 KZ2008
 KZ2008                          SUPERSEDED SURVEY CONTROL
 KZ2008
 KZ2008  NAD 83(1986)-  40 49 22.84636(N)    083 01 13.65717(W) AD(       ) 2
 KZ2008  NAD 27      -  40 49 22.63977(N)    083 01 13.97738(W) AD(       ) 2
 KZ2008
 KZ2008.Superseded values are not recommended for survey control.
 KZ2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2008.See file dsdata.txt to determine how the superseded data were derived.
 KZ2008
 KZ2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2961821074(NAD 83)
 KZ2008_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2008_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ2008
 KZ2008  HISTORY     - Date     Condition        Report By
 KZ2008  HISTORY     - 1962     MONUMENTED       CGS
 KZ2008  HISTORY     - 1971     GOOD             OHHD
 KZ2008
 KZ2008                          STATION DESCRIPTION
 KZ2008
 KZ2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 KZ2008'NO MEASUREMENT BETWEEN R.M.S HILL ON LINE.
 KZ2008'
 KZ2008'THE STATION IS ABOUT 2.5 MILES NORTHWEST OF THE CENTER OF BUCYRUS AND
 KZ2008'IS ON THE PROPERTY OF MR.
 KZ2008'JIM FROST.  IT IS 98 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 KZ2008'FRAME GARAGE, 75 FEET SOUTHEAST OF
 KZ2008'THE SOUTHEAST CORNER OF A CONCRETE BLOCK AND FRAME BUILDING, 26
 KZ2008'FEET SOUTH OF THE CENTERLINE OF A FARM LANE, 3
 KZ2008'FEET NORTHWEST OF A WITNESS
 KZ2008'POST AND 2 FEET WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND
 KZ2008'THE DISK IS STAMPED FROST 2 1962.
 KZ2008'NOTES 1B 7A.
 KZ2008'
 KZ2008'TO REACH FROM THE COURTHOUSE SQUARE IN BUCYRUS, GO NORTHWEST ON U.S.
 KZ2008'HIGHWAY 30N FOR 2.3 MILES TO
 KZ2008'A JUNCTION WITH STATE HIGHWAY 182.  CONTINUE NORTHWEST ON HIGHWAY 30N
 KZ2008'FOR 0.2 MILE TO A FARM DRIVE AND
 KZ2008'REFERENCE MARK 2 ON THE RIGHT.  TURN RIGHT AND GO NORTH
 KZ2008'ON THE FARM DRIVEWAY FOR 0.2 MILE TO THE NORTHWEST
 KZ2008'SIDE OF A LARGE RED BRICK HOUSE.
 KZ2008'CONTINUE NORTH, ACROSS BARNYARD, FOR 0.05 MILE TO A WIRE GATE AND
 KZ2008'FARM LANE ON THE RIGHT.  TURN
 KZ2008'RIGHT.  PASS THROUGH GATE AND GO EAST ON THE FARM LANE FOR 150 FEET
 KZ2008'TO A METAL GATE AND THE STATION ON
 KZ2008'THE RIGHT.
 KZ2008'
 KZ2008'REFERENCE MARK 2 IS 28.5 FEET NORTH OF THE CENTERLINE OF HIGHWAY 30N,
 KZ2008'36 FEET EAST OF THE
 KZ2008'CENTERLINE OF THE DRIVEWAY, 12 FEET SOUTH OF A WIRE FENCE, 16 FEET
 KZ2008'EAST OF A LONE 48 INCH TREE AND 2
 KZ2008'FEET WEST OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 KZ2008'DISK IS STAMPED FROST NO 2 1928.
 KZ2008'
 KZ2008'REFERENCE MARK 3 IS 1 FOOT SOUTH OF A WIRE FENCE AND 1.6 FEET WEST OF
 KZ2008'A WITNESS POST.  THE
 KZ2008'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED FROST NO 3 1928.
 KZ2008'
 KZ2008'REFERENCE MARK 4 IS 78 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 KZ2008'FRAME GARAGE, 74 FEET
 KZ2008'SOUTH OF THE WITNESS POST AND 1 FOOT WEST OF THE WIRE FENCE.  THE
 KZ2008'MONUMENT IS FLUSH AND THE DISK IS
 KZ2008'STAMPED FROST 2 NO 4 1962.
 KZ2008'
 KZ2008'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KZ2008
 KZ2008                          STATION RECOVERY (1971)
 KZ2008
 KZ2008'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ2008'FROST 2-1962 RECOVERED GOOD - HAS WITNESS POST.
 KZ2008'
 KZ2008'FROST NO. 2-1928 RECOVERED GOOD - HAS WITNESS.
 KZ2008'
 KZ2008'FROST NO. 3-1928 RECOVERED GOOD - HAS WITNESS.
 KZ2008'
 KZ2008'FROST NO. 4-1962 RECOVERED GOOD - NO WITNESS.
 KZ2008'
 KZ2008'DESCRIPTIONS ARE ACCURATE.
 KZ2008'
 KZ2008'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES + OR - NW OF
 KZ2008'BUCYRUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2298 ***********************************************************************
 LA2298  DESIGNATION -  FT LORAMIE ST MICHAELS CATH CH
 LA2298  PID         -  LA2298
 LA2298  STATE/COUNTY-  OH/SHELBY
 LA2298  USGS QUAD   -  FORT LORAMIE (1973)
 LA2298
 LA2298                         *CURRENT SURVEY CONTROL
 LA2298  ___________________________________________________________________
 LA2298* NAD 83(1995)-  40 21 03.87655(N)    084 22 18.02490(W)     ADJUSTED  
 LA2298* NAVD 88     -                                                        
 LA2298  ___________________________________________________________________
 LA2298  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 LA2298  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LA2298
 LA2298  HORZ ORDER  -  THIRD
 LA2298
 LA2298.The horizontal coordinates were established by classical geodetic methods
 LA2298.and adjusted by the National Geodetic Survey in April 1998..
 LA2298
 LA2298
 LA2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2298
 LA2298.The geoid height was determined by GEOID03.
 LA2298
 LA2298;                    North         East     Units Scale Factor Converg.
 LA2298;SPC OH N     -    77,708.183   441,001.652   MT  1.00001677   -1 13 46.5
 LA2298;SPC OH S     -   262,665.071   440,991.042   MT  1.00007836   -1 11 15.4
 LA2298;UTM  16      - 4,470,040.621   723,212.758   MT  1.00021336   +1 42 08.9
 LA2298
 LA2298                          SUPERSEDED SURVEY CONTROL
 LA2298
 LA2298  NAD 83(1986)-  40 21 03.88197(N)    084 22 18.03701(W) AD(       ) 4
 LA2298  NAD 27      -  40 21 03.71100(N)    084 22 18.22100(W) AD(       ) 3
 LA2298
 LA2298.Superseded values are not recommended for survey control.
 LA2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2298.See file dsdata.txt to determine how the superseded data were derived.
 LA2298
 LA2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK2321370041(NAD 83)
 LA2298_MARKER: 90 = CHURCH SPIRE
 LA2298
 LA2298  HISTORY     - Date     Condition        Report By
 LA2298  HISTORY     - 1933     FIRST OBSERVED   CGS
 LA2298
 LA2298                          STATION DESCRIPTION
 LA2298
 LA2298'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3334 ***********************************************************************
 AE3334  DESIGNATION -  FUGATE
 AE3334  PID         -  AE3334
 AE3334  STATE/COUNTY-  OH/GREENE
 AE3334  USGS QUAD   -  BELLBROOK (1991)
 AE3334
 AE3334                         *CURRENT SURVEY CONTROL
 AE3334  ___________________________________________________________________
 AE3334* NAD 83(1995)-  39 44 23.28312(N)    084 05 56.61202(W)     ADJUSTED  
 AE3334* NAVD 88     -       277.3    (meters)     910.     (feet)  GPS OBS   
 AE3334  ___________________________________________________________________
 AE3334  X           -     504,937.100 (meters)                     COMP
 AE3334  Y           -  -4,885,390.514 (meters)                     COMP
 AE3334  Z           -   4,055,968.200 (meters)                     COMP
 AE3334  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AE3334  ELLIP HEIGHT-         244.17  (meters)          (10/07/05) GPS OBS
 AE3334  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AE3334
 AE3334  HORZ ORDER  -  FIRST
 AE3334  ELLP ORDER  -  FOURTH    CLASS I
 AE3334
 AE3334.The horizontal coordinates were established by GPS observations
 AE3334.and adjusted by the National Geodetic Survey in September 1997..
 AE3334
 AE3334.The orthometric height was determined by GPS observations and a
 AE3334.high-resolution geoid model.
 AE3334
 AE3334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3334
 AE3334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3334
 AE3334.The ellipsoidal height was determined by GPS observations
 AE3334.and is referenced to NAD 83.
 AE3334
 AE3334.The geoid height was determined by GEOID03.
 AE3334
 AE3334;                    North         East     Units Scale Factor Converg.
 AE3334;SPC OH S     -   194,356.789   462,946.636   MT  0.99995511   -1 00 52.7
 AE3334;UTM  16      - 4,402,903.287   748,580.384   MT  1.00036082   +1 51 19.9
 AE3334
 AE3334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3334!SPC OH S     -   0.99996170  x   0.99995511  =   0.99991681
 AE3334!UTM  16      -   0.99996170  x   1.00036082  =   1.00032250
 AE3334
 AE3334|---------------------------------------------------------------------|
 AE3334| PID    Reference Object                     Distance      Geod. Az  |
 AE3334|                                                           dddmmss.s |
 AE3334| AE3347 FUGATE AZ MK                        260.852 METERS 28830     |
 AE3334|---------------------------------------------------------------------|
 AE3334
 AE3334                          SUPERSEDED SURVEY CONTROL
 AE3334
 AE3334  ELLIP H (09/11/97)  244.27   (m)                       GP(       ) 4 1
 AE3334
 AE3334.Superseded values are not recommended for survey control.
 AE3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3334.See file dsdata.txt to determine how the superseded data were derived.
 AE3334
 AE3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4858002903(NAD 83)
 AE3334_MARKER: DD = SURVEY DISK
 AE3334_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3334_STAMPING: FUGATE
 AE3334_MARK LOGO: CODDOP
 AE3334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3334+STABILITY: SURFACE MOTION
 AE3334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3334+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 AE3334
 AE3334  HISTORY     - Date     Condition        Report By
 AE3334  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3334  HISTORY     - 20011108 GOOD             USPSQD
 AE3334  HISTORY     - 20051107 GOOD             INDIV
 AE3334
 AE3334                          STATION DESCRIPTION
 AE3334
 AE3334'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3334'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3334'I-75 AND RT 35 IN MONTGOMERY COUNTY GO EAST ALONG RT 35 FOR 3.6 MI
 AE3334'(5.8 KM) TO THE COUNTY LINE CONTINUE ALONG RT 35 FOR 0.05 MI (0.08 KM)
 AE3334'TO DAYTON-XENIA RD GO NORTH ALONG DAYTON-XENIA FOR 0.1 MI (0.2 KM) TO
 AE3334'RT 35 ON RAMP ON LEFT AND STATION ON RIGHT. STATION IS A BRONZE DISK
 AE3334'IN CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED
 AE3334'FUGATE, AND IS FLUSH WITH THE SURFACE OF THE GROUND. STATION IS
 AE3334'LOCATED 59.5 FT (18.1 M) EAST OF DAYTON-XENIA RD CENTERLINE, 87.0 FT
 AE3334'(26.5 M) SOUTHEAST OF MANHOLE, 29.5 FT (9.0 M) NORTHEAST OF CATCH
 AE3334'BASIN, AND 3.0 FT (0.9 M) WEST OF A FENCE LINE.
 AE3334
 AE3334                          STATION RECOVERY (2001)
 AE3334
 AE3334'RECOVERY NOTE BY US POWER SQUADRON 2001 (THM)
 AE3334'RECOVERED IN GOOD CONDITION.
 AE3334
 AE3334                          STATION RECOVERY (2005)
 AE3334
 AE3334'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AE3334'RECOVERED IN GOOD CONDITION.
 AE3334' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3347 ***********************************************************************
 AE3347  DESIGNATION -  FUGATE AZ MK
 AE3347  PID         -  AE3347
 AE3347  STATE/COUNTY-  OH/MONTGOMERY
 AE3347  USGS QUAD   -  BELLBROOK (1991)
 AE3347
 AE3347                         *CURRENT SURVEY CONTROL
 AE3347  ___________________________________________________________________
 AE3347* NAD 83(1995)-  39 44 25.96569(N)    084 06 07.00185(W)     ADJUSTED  
 AE3347* NAVD 88     -       285.2    (meters)     936.     (feet)  GPS OBS   
 AE3347  ___________________________________________________________________
 AE3347  X           -     504,686.202 (meters)                     COMP
 AE3347  Y           -  -4,885,369.339 (meters)                     COMP
 AE3347  Z           -   4,056,036.846 (meters)                     COMP
 AE3347  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AE3347  ELLIP HEIGHT-         252.03  (meters)          (10/07/05) GPS OBS
 AE3347  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AE3347
 AE3347  HORZ ORDER  -  FIRST
 AE3347  ELLP ORDER  -  FOURTH    CLASS I
 AE3347
 AE3347.The horizontal coordinates were established by GPS observations
 AE3347.and adjusted by the National Geodetic Survey in September 1997..
 AE3347
 AE3347.The orthometric height was determined by GPS observations and a
 AE3347.high-resolution geoid model.
 AE3347
 AE3347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3347
 AE3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3347
 AE3347.The ellipsoidal height was determined by GPS observations
 AE3347.and is referenced to NAD 83.
 AE3347
 AE3347.The geoid height was determined by GEOID03.
 AE3347
 AE3347;                    North         East     Units Scale Factor Converg.
 AE3347;SPC OH S     -   194,443.891   462,700.768   MT  0.99995519   -1 00 59.3
 AE3347;UTM  16      - 4,402,977.999   748,330.362   MT  1.00035929   +1 51 13.3
 AE3347
 AE3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3347!SPC OH S     -   0.99996046  x   0.99995519  =   0.99991565
 AE3347!UTM  16      -   0.99996046  x   1.00035929  =   1.00031974
 AE3347
 AE3347|---------------------------------------------------------------------|
 AE3347| PID    Reference Object                     Distance      Geod. Az  |
 AE3347|                                                           dddmmss.s |
 AE3347| AE3334 FUGATE                              260.852 METERS 10829     |
 AE3347|---------------------------------------------------------------------|
 AE3347
 AE3347                          SUPERSEDED SURVEY CONTROL
 AE3347
 AE3347  ELLIP H (09/11/97)  252.13   (m)                       GP(       ) 4 1
 AE3347
 AE3347.Superseded values are not recommended for survey control.
 AE3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3347.See file dsdata.txt to determine how the superseded data were derived.
 AE3347
 AE3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4833002978(NAD 83)
 AE3347_MARKER: DD = SURVEY DISK
 AE3347_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3347_STAMPING: FUGATE AZ
 AE3347_MARK LOGO: CODDOP
 AE3347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3347+STABILITY: SURFACE MOTION
 AE3347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3347+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3347
 AE3347  HISTORY     - Date     Condition        Report By
 AE3347  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3347  HISTORY     - 20011108 GOOD             USPSQD
 AE3347
 AE3347                          STATION DESCRIPTION
 AE3347
 AE3347'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3347'DESCRIBED BY WOOLPERT 1996 TO REACH STATTION FROM THE INTERSECTION OF
 AE3347'RT. 35 AND DAYTON-XENIA RD IN  GREENE COUNTY GO WEST ON THE ENTRANCE
 AE3347'RAMP TO RT. 35 FOR 0.5 MI (0.8 KM)  TO MONTGOMERY-GREENE COUNTY LINE
 AE3347'AND STATION ON THE LEFT. STATION IS A BRONZE DISK IN CONCRETE
 AE3347'INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED FUGATE AZ,
 AE3347'AND IS FLUSH WITH THE SURFACE OF THE GROUND. STATION IS LOCATED ABOUT
 AE3347'50.0 FT (15.2 M) NORTH FROM THE CENTERLINE OF WEST BOUND RT 35, 81.3
 AE3347'FT (24.8 M) SOUTH FROM THE ENTRANCE RAMP SOUTH EDGE OF PAVEMENT, 62.5
 AE3347'FT (19.1 M) NORTHEAST FROM THE EAST END OF A GUARD RAIL, AND 8.3 FT
 AE3347'(2.5 M) NORTH OF A RIVERSIDE SIDE.
 AE3347
 AE3347                          STATION RECOVERY (2001)
 AE3347
 AE3347'RECOVERY NOTE BY US POWER SQUADRON 2001 (THM)
 AE3347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5547 ***********************************************************************
 AB5547  CBN         -  This is a Cooperative Base Network Control Station.
 AB5547  DESIGNATION -  FUL GAR
 AB5547  PID         -  AB5547
 AB5547  STATE/COUNTY-  OH/FULTON
 AB5547  USGS QUAD   -  WAUSEON (1977)
 AB5547
 AB5547                         *CURRENT SURVEY CONTROL
 AB5547  ___________________________________________________________________
 AB5547* NAD 83(1995)-  41 33 28.21788(N)    084 08 04.91668(W)     ADJUSTED  
 AB5547* NAVD 88     -       232.0    (meters)     761.     (feet)  GPS OBS   
 AB5547  ___________________________________________________________________
 AB5547  X           -     488,455.103 (meters)                     COMP
 AB5547  Y           -  -4,754,843.416 (meters)                     COMP
 AB5547  Z           -   4,209,111.920 (meters)                     COMP
 AB5547  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 AB5547  ELLIP HEIGHT-         197.02  (meters)          (03/08/05) GPS OBS
 AB5547  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 AB5547
 AB5547  HORZ ORDER  -  B
 AB5547  ELLP ORDER  -  FOURTH    CLASS II
 AB5547
 AB5547.The horizontal coordinates were established by GPS observations
 AB5547.and adjusted by the National Geodetic Survey in August 1996..
 AB5547
 AB5547.The orthometric height was determined by GPS observations and a
 AB5547.high-resolution geoid model.
 AB5547
 AB5547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5547
 AB5547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5547
 AB5547.The ellipsoidal height was determined by GPS observations
 AB5547.and is referenced to NAD 83.
 AB5547
 AB5547.The geoid height was determined by GEOID03.
 AB5547
 AB5547;                    North         East     Units Scale Factor Converg.
 AB5547;SPC OH N     -   211,289.060   463,641.702   MT  0.99997568   -1 04 26.1
 AB5547;UTM  16      - 4,604,650.647   738,945.167   MT  1.00030268   +1 54 06.0
 AB5547
 AB5547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5547!SPC OH N     -   0.99996910  x   0.99997568  =   0.99994478
 AB5547!UTM  16      -   0.99996910  x   1.00030268  =   1.00027177
 AB5547
 AB5547                          SUPERSEDED SURVEY CONTROL
 AB5547
 AB5547  ELLIP H (08/20/96)  197.06   (m)                       GP(       ) 4 2
 AB5547  NAD 83(1986)-  41 33 28.22587(N)    084 08 04.92984(W) AD(       ) 1
 AB5547
 AB5547.Superseded values are not recommended for survey control.
 AB5547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5547.See file dsdata.txt to determine how the superseded data were derived.
 AB5547
 AB5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3894504651(NAD 83)
 AB5547_MARKER: I = METAL ROD
 AB5547_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB5547_STAMPING: FUL GAR 1995
 AB5547_MARK LOGO: OHDT  
 AB5547_PROJECTION: FLUSH
 AB5547_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5547+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1996
 AB5547_ROD/PIPE-DEPTH: 6.1  meters
 AB5547_SLEEVE-DEPTH  : 0.91 meters
 AB5547
 AB5547  HISTORY     - Date     Condition        Report By
 AB5547  HISTORY     - 1995     MONUMENTED       OHDT
 AB5547  HISTORY     - 19960130 GOOD             WOOLPT
 AB5547
 AB5547                          STATION DESCRIPTION
 AB5547
 AB5547'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (MDB)
 AB5547'A NEW ROD MARK WAS SET AT THE ODOT GARAGE SITE IN FULTON COUNTY, BEING
 AB5547'PART OF THE NORTHEAST QUARTER OF SECTION 23 T7N R6E IN CLINTON
 AB5547'TOWNSHIP, FULTON COUNTY.  THE NEW SITE IS IN THE CITY OF WAUSEON AT
 AB5547'THE CORNER OF LINFOOT AVE AND SHOOP AVE.  THE ROD MARK IS LOCATED
 AB5547'SOUTH OF THE MAIN BUILDING.  TO REACH THE SITE FROM THE JUNCTION OF SR
 AB5547'2 WEST AND SR 108 IN THE CITY OF WAUSEON PROCEED NORTH A DISTANCE OF
 AB5547'0.8 KM (0.50 MI) TO THE WAUSEON ODOT GARAGE ON THE WEST SIDE OF SHOOP
 AB5547'AVE.  THE ROD MARK IS A MEASURED DISTANCE OF 53.9 M (176.8 FT)
 AB5547'SOUTHEAST OF THE SOUTHWEST CORNER OF THE GARAGE, A MEASURED DISTANCE
 AB5547'OF 48.8 M (160.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE GARAGE,
 AB5547'A MEASURED DISTANCE OF 17.2 M (56.4 FT) SOUTHWEST FROM A
 AB5547'POWER/TELEPHONE/LIGHT POLE, A MEASURED DISTANCE OF 19.2 M (63.0 FT)
 AB5547'WEST OF THE WEST CONCRETE CURB OF SHOOP AVE AND A MEASURED DISTANCE OF
 AB5547'20.1 M (65.9 FT) EAST-SOUTHEAST OF THE UNERGROUND FUEL TANKS MOST
 AB5547'EASTERLY VENT PIPE.  A FIBERGLASS WITNESS POST IS SET 0.6 M (2.0 FT)
 AB5547'WEST OF THE ROD MARK.  THE LOGO CAP IS STAMPED --FUL GAR 1995--.
 AB5547'OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION, DISTRICT 2
 AB5547'DEPUTY DIRECTOR, 317 EAST POE ROAD, BOWLING GREEN, OHIO 43402.  THE
 AB5547'MARK IS ACCESSIBLE AT ALL TIMES.  NOTE--SLEEVE DEPTH DOES NOT MEET
 AB5547'CLASS A REQUIREMENTS.
 AB5547
 AB5547                          STATION RECOVERY (1996)
 AB5547
 AB5547'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BS)
 AB5547'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2096 ***********************************************************************
 JX2096  DESIGNATION -  FULDA
 JX2096  PID         -  JX2096
 JX2096  STATE/COUNTY-  OH/NOBLE
 JX2096  USGS QUAD   -  MACKSBURG (1994)
 JX2096
 JX2096                         *CURRENT SURVEY CONTROL
 JX2096  ___________________________________________________________________
 JX2096* NAD 83(1995)-  39 43 49.78234(N)    081 24 47.86086(W)     ADJUSTED  
 JX2096* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 JX2096  ___________________________________________________________________
 JX2096  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 JX2096  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JX2096
 JX2096  HORZ ORDER  -  THIRD
 JX2096
 JX2096.The horizontal coordinates were established by classical geodetic methods
 JX2096.and adjusted by the National Geodetic Survey in April 1998..
 JX2096
 JX2096.The orthometric height was scaled from a topographic map.
 JX2096
 JX2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2096
 JX2096.The geoid height was determined by GEOID03.
 JX2096
 JX2096;                    North         East     Units Scale Factor Converg.
 JX2096;SPC OH S     -   192,670.623   693,155.225   MT  0.99995411   +0 41 22.3
 JX2096;UTM  17      - 4,397,927.155   464,582.932   MT  0.99961544   -0 15 51.0
 JX2096
 JX2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2096!SPC OH S     -   0.99994826  x   0.99995411  =   0.99990238
 JX2096!UTM  17      -   0.99994826  x   0.99961544  =   0.99956372
 JX2096
 JX2096:                Primary Azimuth Mark                     Grid Az
 JX2096:SPC OH S     -  LEWISVILLE RADIO KQC 369 MAST            071 53 59.0
 JX2096:UTM  17      -  LEWISVILLE RADIO KQC 369 MAST            072 51 12.3
 JX2096
 JX2096|---------------------------------------------------------------------|
 JX2096| PID    Reference Object                     Distance      Geod. Az  |
 JX2096|                                                           dddmmss.s |
 JX2096| JX2099 LEWISVILLE RADIO KQC 369 MAST       APPROX.13.5 KM 0723521.3 |
 JX2096| JX2073 LEWISVILLE USAF RADAR P43E          APPROX.16.2 KM 0794156.8 |
 JX2096| CC9899 FULDA RM 2                           20.690 METERS 08844     |
 JX2096| CC9897 FULDA AZ MK                                        1243228.3 |
 JX2096| CC9898 FULDA RM 1                           29.322 METERS 35550     |
 JX2096|---------------------------------------------------------------------|
 JX2096
 JX2096                          SUPERSEDED SURVEY CONTROL
 JX2096
 JX2096  NAD 83(1986)-  39 43 49.78947(N)    081 24 47.87014(W) AD(       ) 3
 JX2096  NAD 27      -  39 43 49.52680(N)    081 24 48.43810(W) AD(       ) 3
 JX2096
 JX2096.Superseded values are not recommended for survey control.
 JX2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2096.See file dsdata.txt to determine how the superseded data were derived.
 JX2096
 JX2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6458397927(NAD 83)
 JX2096_MARKER: DS = TRIANGULATION STATION DISK
 JX2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2096
 JX2096  HISTORY     - Date     Condition        Report By
 JX2096  HISTORY     - 1963     MONUMENTED       CGS
 JX2096
 JX2096                          STATION DESCRIPTION
 JX2096
 JX2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2096'NO MEASUREMENT BETWEEN R.M. 1 AND R.M. 2 BECAUSE OF DIFFERENCE IN
 JX2096'ELEVATION.
 JX2096'
 JX2096'THE STATION IS ON THE HIGHEST HILL IN THE VICINITY.  IT IS ABOUT 10
 JX2096'MILES SOUTHWEST OF LEWISVILLE,
 JX2096'ABOUT 6 MILES EAST OF CALDWELL AND ABOUT 3-1/4 MILES SOUTHWEST OF
 JX2096'THE SMALL VILLAGE OF CARLISLE.
 JX2096'IT IS 8 FEET EAST OF A 24 INCH MAPLE TREE, 52 FEET WEST
 JX2096'OF THE CENTERLINE OF A GRAVELED ROAD, 34 FEET
 JX2096'NORTHEAST OF THE NORTHEAST CORNER OF A
 JX2096'FRAME HOUSE AND ON THE PROPERTY OF MRS. MOLLIE ROEHRIG AND SONS.
 JX2096'THE MONUMENT IS FLUSH AND THE DISK
 JX2096'IS STAMPED FULDA 1963.
 JX2096'
 JX2096'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 145 AND 8 IN
 JX2096'LEWISVILLE, GO SOUTHWESTERLY
 JX2096'ON HIGHWAY 145 FOR 4.3 MILES TO JUNCTION OF STATE HIGHWAYS 145 AND
 JX2096'724.  TURN RIGHT AND GO WESTERLY ON
 JX2096'HIGHWAY 724 FOR 3.9 MILES TO JUNCTION OF STATE HIGHWAY 260
 JX2096'AND 724.  TURN LEFT AND GO SOUTHWEST 0.1 MILE TO
 JX2096'A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 JX2096'NORTHWESTERLY FOR 0.1 MILE TO A FORK AND CHURCH.  TAKE LEFT FORK
 JX2096'AND GO WESTERLY ON A GRAVELED ROAD
 JX2096'FOR 0.9 MILE TO A FORK.  CONTINUE AHEAD ON RIGHT FORK FOR 1.55 MILES
 JX2096'TO A SIDE ROAD LEFT AND A BARN ON
 JX2096'THE RIGHT.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 1.05
 JX2096'MILES TO A T-INTERSECTION.  TURN LEFT AND GO
 JX2096'SOUTH FOR 0.05 MILE TO A DRIVEWAY ON THE
 JX2096'RIGHT.  TURN RIGHT AND GO ABOUT 75 FEET SOUTH TO STATION ON THE
 JX2096'LEFT.
 JX2096'
 JX2096'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.05 MILE TO
 JX2096'A FORK.  TURN LEFT ON LEFT FORK
 JX2096'AND GO 0.3 MILE TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND GO 0.05
 JX2096'MILE TO AZIMUTH ON THE RIGHT.
 JX2096'
 JX2096'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A POWERLINE POLE AND 21 FEET WEST
 JX2096'OF THE CENTERLINE OF A
 JX2096'GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JX2096'FULDA NO 1 1963.
 JX2096'
 JX2096'REFERENCE MARK 2 IS 2 FEET SOUTH OF A WITNESS POST, 15 FEET EAST OF
 JX2096'THE CENTERLINE OF A GRAVELED
 JX2096'ROAD AND 24 FEET SOUTH OF A POWERLINE POLE.  THE MONUMENT IS FLUSH
 JX2096'AND THE DISK IS STAMPED FULDA NO 2
 JX2096'1963.
 JX2096'
 JX2096'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A POWERLINE POLE, 15 FEET
 JX2096'NORTHEAST OF THE CENTERLINE
 JX2096'OF A GRAVELED ROAD AND 1 FOOT SOUTHWEST OF A WITNESS POST.  THE
 JX2096'MONUMENT IS FLUSH AND THE DISK IS
 JX2096'STAMPED FULDA 1963.
 JX2096'
 JX2096'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2095 ***********************************************************************
 JX2095  DESIGNATION -  FULDA CATHOLIC CHURCH SPIRE
 JX2095  PID         -  JX2095
 JX2095  STATE/COUNTY-  OH/NOBLE
 JX2095  USGS QUAD   -  MACKSBURG (1994)
 JX2095
 JX2095                         *CURRENT SURVEY CONTROL
 JX2095  ___________________________________________________________________
 JX2095* NAD 83(1995)-  39 43 26.12211(N)    081 24 56.30931(W)     ADJUSTED  
 JX2095* NAVD 88     -                                                        
 JX2095  ___________________________________________________________________
 JX2095  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 JX2095  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JX2095
 JX2095  HORZ ORDER  -  THIRD
 JX2095
 JX2095.The horizontal coordinates were established by classical geodetic methods
 JX2095.and adjusted by the National Geodetic Survey in April 1998..
 JX2095
 JX2095
 JX2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2095
 JX2095.The geoid height was determined by GEOID03.
 JX2095
 JX2095;                    North         East     Units Scale Factor Converg.
 JX2095;SPC OH S     -   191,938.573   692,962.824   MT  0.99995343   +0 41 17.0
 JX2095;UTM  17      - 4,397,198.657   464,378.442   MT  0.99961562   -0 15 56.3
 JX2095
 JX2095                          SUPERSEDED SURVEY CONTROL
 JX2095
 JX2095  NAD 83(1986)-  39 43 26.12872(N)    081 24 56.31835(W) AD(       ) 4
 JX2095  NAD 27      -  39 43 25.86700(N)    081 24 56.88600(W) AD(       ) 3
 JX2095
 JX2095.Superseded values are not recommended for survey control.
 JX2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2095.See file dsdata.txt to determine how the superseded data were derived.
 JX2095
 JX2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD6437897199(NAD 83)
 JX2095_MARKER: 90 = CHURCH SPIRE
 JX2095
 JX2095  HISTORY     - Date     Condition        Report By
 JX2095  HISTORY     - 1944     FIRST OBSERVED   CGS
 JX2095  HISTORY     - 1963     GOOD             CGS
 JX2095
 JX2095                          STATION DESCRIPTION
 JX2095
 JX2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2095'STATION IS LOCATED AT THE MAIN INTERSECTION IN THE SMALL VILLAGE
 JX2095'OF FULDA.  IT IS A
 JX2095'TALL SHARP SPIRE ATOP A RED BRICK CHURCH
 JX2095'WHICH IS KNOWN AS THE FULDA CATHOLIC
 JX2095'CHURCH.
 JX2095'
 JX2095'THE POINT OBSERVED ON WAS THE GOLD CROSS ON TOP OF THE SPIRE.
 JX2095
 JX2095                          STATION RECOVERY (1963)
 JX2095
 JX2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2095'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1545 ***********************************************************************
 JY1545  CBN         -  This is a Cooperative Base Network Control Station.
 JY1545  DESIGNATION -  FULLER
 JY1545  PID         -  JY1545
 JY1545  STATE/COUNTY-  OH/CLARK
 JY1545  USGS QUAD   -  DONNELSVILLE (1983)
 JY1545
 JY1545                         *CURRENT SURVEY CONTROL
 JY1545  ___________________________________________________________________
 JY1545* NAD 83(1995)-  39 59 47.84254(N)    083 59 46.47456(W)     ADJUSTED  
 JY1545* NAVD 88     -       327.9    (meters)    1076.     (feet)  GPS OBS   
 JY1545  ___________________________________________________________________
 JY1545  X           -     511,795.099 (meters)                     COMP
 JY1545  Y           -  -4,866,335.490 (meters)                     COMP
 JY1545  Z           -   4,077,887.717 (meters)                     COMP
 JY1545  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 JY1545  ELLIP HEIGHT-         294.67  (meters)          (03/08/05) GPS OBS
 JY1545  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JY1545
 JY1545  HORZ ORDER  -  B
 JY1545  ELLP ORDER  -  FOURTH    CLASS II
 JY1545
 JY1545.The horizontal coordinates were established by GPS observations
 JY1545.and adjusted by the National Geodetic Survey in August 1996..
 JY1545
 JY1545.The orthometric height was determined by GPS observations and a
 JY1545.high-resolution geoid model.
 JY1545
 JY1545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1545
 JY1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1545
 JY1545.The ellipsoidal height was determined by GPS observations
 JY1545.and is referenced to NAD 83.
 JY1545
 JY1545.The geoid height was determined by GEOID03.
 JY1545
 JY1545;                    North         East     Units Scale Factor Converg.
 JY1545;SPC OH S     -   222,716.542   472,230.500   MT  0.99999294   -0 56 57.8
 JY1545;UTM  17      - 4,431,683.346   244,208.518   MT  1.00040556   -1 55 36.7
 JY1545;UTM  16      - 4,431,704.958   756,433.072   MT  1.00040960   +1 55 54.1
 JY1545
 JY1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1545!SPC OH S     -   0.99995377  x   0.99999294  =   0.99994672
 JY1545!UTM  17      -   0.99995377  x   1.00040556  =   1.00035932
 JY1545!UTM  16      -   0.99995377  x   1.00040960  =   1.00036336
 JY1545
 JY1545|---------------------------------------------------------------------|
 JY1545| PID    Reference Object                     Distance      Geod. Az  |
 JY1545|                                                           dddmmss.s |
 JY1545| CE6600 FULLER RM 1                          27.959 METERS 13701     |
 JY1545| JY1542 FULLER AZ MK 2                      348.751 METERS 18022     |
 JY1545| CE6601 FULLER RM 2                          28.404 METERS 19002     |
 JY1545| JY1540 FULLER AZ MK 1                      345.336 METERS 22459     |
 JY1545|---------------------------------------------------------------------|
 JY1545
 JY1545                          SUPERSEDED SURVEY CONTROL
 JY1545
 JY1545  ELLIP H (08/20/96)  294.72   (m)                       GP(       ) 4 2
 JY1545  NAD 83(1986)-  39 59 47.84943(N)    083 59 46.48482(W) AD(       ) 1
 JY1545  NAD 83(1986)-  39 59 47.84896(N)    083 59 46.47723(W) AD(       ) 1
 JY1545  NAD 27      -  39 59 47.63600(N)    083 59 46.71000(W) AD(       ) 1
 JY1545
 JY1545.Superseded values are not recommended for survey control.
 JY1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1545.See file dsdata.txt to determine how the superseded data were derived.
 JY1545
 JY1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4420931683(NAD 83)
 JY1545_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1545_SP_SET: CONCRETE POST
 JY1545_STAMPING: FULLER 1945
 JY1545_MARK LOGO: CGS   
 JY1545_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1545+STABILITY: SURFACE MOTION
 JY1545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1545+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1995
 JY1545
 JY1545  HISTORY     - Date     Condition        Report By
 JY1545  HISTORY     - 1945     MONUMENTED       CGS
 JY1545  HISTORY     - 1945     GOOD             CGS
 JY1545  HISTORY     - 1955     MARK NOT FOUND   USGS
 JY1545  HISTORY     - 1976     GOOD             OHDT
 JY1545  HISTORY     - 19930601 GOOD             GEOMET
 JY1545  HISTORY     - 19930729 GOOD             HOBBS
 JY1545  HISTORY     - 19951101 GOOD             OHDT
 JY1545
 JY1545                          STATION DESCRIPTION
 JY1545
 JY1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (WJC)
 JY1545'STATION IS LOCATED ABOUT 4.5 MILES NNE OF NEW CARLISLE, ON LAND KNOWN
 JY1545'AS THE OLD FULLER FARM, NOW OWNED BY MR. ARTHUR HALLECK OF NORTH
 JY1545'HAMPTON.  THE MARK IS SITUATED IN AN E-W FENCE LINE, ABOUT 0.25 MILE
 JY1545'N OF STATE HIGHWAY 70, 127 FEET N OF A LARGE RED BARN, 57 FEET W OF
 JY1545'A FENCE CORNER, AND 1 FOOT S OF AN E-W FENCE.
 JY1545'
 JY1545'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED FULLER
 JY1545'1945, AND IS FLUSH WITH THE SURFACE OF THE GROUND.  UNDERGROUND
 JY1545'MARK IS A BRONZE STATION DISK IN CONCRETE.
 JY1545'
 JY1545'REFERENCE MARK 1 IS 91.73 FEET SE OF THE STATION, IN A N-S FENCE, 66
 JY1545'FEET S OF THE FENCE CORNER.  IT IS A BRONZE REFERENCE DISK IN
 JY1545'CONCRETE, STAMPED FULLER NO 1 1945, AND PROJECTS ABOUT 2 INCHES ABOVE
 JY1545'THE SURFACE OF THE GROUND.
 JY1545'
 JY1545'REFERENCE MARK 2 IS 93.19 FEET W OF THE STATION, IN THE E-W FENCE
 JY1545'LINE.  IT IS A BRONZE REFERENCE DISK IN CONCRETE, STAMPED FULLER
 JY1545'NO 2 1945, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JY1545'
 JY1545'TWO AZIMUTH MARKS WERE ESTABLISHED IN ORDER TO LOCATE POINTS ALONG
 JY1545'STATE HIGHWAY 70.  AZIMUTH MARK 1 WAS CONNECTED BY TRAVERSE TO THE
 JY1545'STATION.  THE CORRECTED DISTANCE IS 1132.97 FEET, 345.330 METERS SW
 JY1545'OF THE STATION.  IT IS LOCATED 0.1 MILE E OF THE JUNCTION OF STATE
 JY1545'HIGHWAYS 70 AND 69 ON THE N SIDE OF HIGHWAY 70.  AZIMUTH MARK 2 IS
 JY1545'LOCATED ON THE S SIDE OF STATE HIGHWAY 70 OPPOSITE A GATE LEADING TO
 JY1545'THE STATION AND ABOUT 0.25 MILE S OF THE STATION.  BOTH MARKS ARE
 JY1545'BRONZE AZIMUTH DISKS SET IN CONCRETE FLUSH WITH THE GROUND AND
 JY1545'STAMPED FULLER NO 1 1945 AND FULLER NO 2 1945, RESPECTIVELY.
 JY1545'
 JY1545'TO REACH THE STATION FROM NEW CARLISLE, GO N ON STATE HIGHWAY 69 FOR
 JY1545'4.25 MILES TO THE JUNCTION OF HIGHWAY 70.  TURN RIGHT AND FOLLOW
 JY1545'HIGHWAY 70 E FOR 0.1 MILE TO AZIMUTH MARK 1 ON THE LEFT.  CONTINUE E
 JY1545'FOR 0.15 MILE TO AZIMUTH MARK 2 ON THE RIGHT AND A GATE ON LEFT.
 JY1545'TURN LEFT INTO THE FARM LOT AND FOLLOW A TRACK ROAD N FOR 0.25 MILE
 JY1545'TO THE STATION ON THE N SIDE OF THE BARN AS DESCRIBED.
 JY1545'
 JY1545'HEIGHT OF LIGHT ABOVE STATION MARK -30 METERS.
 JY1545
 JY1545                          STATION RECOVERY (1945)
 JY1545
 JY1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 JY1545'RECOVERED IN GOOD CONDITION.
 JY1545
 JY1545                          STATION RECOVERY (1955)
 JY1545
 JY1545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JY1545'STATION WAS NOT FOUND.
 JY1545
 JY1545                          STATION RECOVERY (1976)
 JY1545
 JY1545'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1976 (RRH)
 JY1545'FULLER 1945 RECOVERED GOOD.
 JY1545'
 JY1545'R.M. 1 AND R.M. 2 RECOVERED GOOD.
 JY1545'
 JY1545'AZIMUTH MARK 1 AND 2 RECOVERED NO 1-DESTROYED NO. 2-GOOD.
 JY1545'
 JY1545'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES N.N.E. OF NEW
 JY1545'CARLISLE.
 JY1545
 JY1545                          STATION RECOVERY (1993)
 JY1545
 JY1545'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 JY1545'RECOVERED IN GOOD CONDITION.
 JY1545
 JY1545                          STATION RECOVERY (1993)
 JY1545
 JY1545'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1993
 JY1545'RECOVERED IN GOOD CONDITION.
 JY1545
 JY1545                          STATION RECOVERY (1995)
 JY1545
 JY1545'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (DP)
 JY1545'STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) NORTH-NORTHEAST OF NEW
 JY1545'CARLISLE, ON LAND KNOWN AS THE OLD FULLER FARM, NOW OWNED BY MR ROGER
 JY1545'HALLOCK AND MARTHA BAKER, 4956 TROY ROAD, SPRINGFIELD, OHIO 45502,
 JY1545'PHONE (513) 964-8091.  THE MARK IS SITUATED IN AN EAST-WEST FENCE
 JY1545'LINE, ABOUT 0.40 KM (0.25 MI) NORTH OF SR 41, 38.7 M (127.0 FT) NORTH
 JY1545'OF A LARGE RED BARN, 16.8 M (55.1 FT) WEST OF A FENCE CORNER, AND 0.3
 JY1545'M (1.0 FT) SOUTH OF AN EAST-WEST FENCE.  STATION MARK IS A BRONZE
 JY1545'STATION DISK IN CONCRETE, STAMPED --FULLER 1945--, AND IS FLUSH WITH
 JY1545'THE SURFACE OF THE GROUND.  REFERENCE MARK 1 IS 27.96 M (91.73 FT)
 JY1545'SOUTHEAST OF THE STATION, IN A NORTH-SOUTH FENCE, 20.1 M (65.9 FT)
 JY1545'SOUTH OF THE FENCE CORNER.  IT IS A BRONZE REFERENCE DISK IN CONCRETE,
 JY1545'STAMPED --FULLER NO 1 1945--, AND PROJECTS ABOUT 5 CM ABOVE THE
 JY1545'SURFACE OF THE GROUND.  REFERENCE MARK 2 IS 28.40 M (93.18 FT) WEST OF
 JY1545'THE STATION, IN THE EAST-WEST FENCE LINE.  IT IS A BRONZE REFERENCE
 JY1545'DISK IN CONCRETE, STAMPED --FULLER NO 2 1945--, AND IS FLUSH WITH THE
 JY1545'SURFACE OF THE GROUND.  TWO AZIMUTH MARKS WERE ESTABLISHED IN ORDER TO
 JY1545'LOCATE POINTS ALONG SR 41.  AZIMUTH MARK 1 WAS CONNECTED BY TRAVERSE
 JY1545'TO THE STATION.  THE CORRECTED DISTANCE IS 345.330 M (1132.970 FT)
 JY1545'SOUTHWEST OF THE STATION.  IT IS LOCATED 0.2 KM (0.10 MI) EAST OF THE
 JY1545'JUNCTION OF SR 235 AND SR 41 ON THE NORTH SIDE OF SR 41.  AZIMUTH MARK
 JY1545'2 IS LOCATED ON THE SOUTH SIDE OF SR 41 OPPOSITE A GATE LEADING TO THE
 JY1545'STATION AND ABOUT 0.40 KM (0.25 MI) SOUTH OF THE STATION.  BOTH MARKS
 JY1545'ARE BRONZE AZIMUTH DISKS SET IN CONCRETE FLUSH WITH THE GROUND AND
 JY1545'STAMPED --FULLER NO 1 1945-- AND --FULLER NO 2 1945--, RESPECTIVELY.
 JY1545'TO REACH THE STATION FROM NEW CARLISLE, GO NORTH ON STATE HIGHWAY 235
 JY1545'FOR 6.84 KM (4.25 MI) TO THE JUNCTION OF SR 41.  TURN RIGHT AND FOLLOW
 JY1545'SR 41 EAST FOR 0.8 KM (0.50 MI) TO THE JUNCTION OF NEW CARLISLE-ST
 JY1545'PARIS ROAD, TURN LEFT, GO 353.3 M (1159.1 FT) TO A FENCE ROW GOING
 JY1545'WEST, FROM THE CENTER OF THE ROAD GO WEST 437.1 M (1434.1 FT) ALONG
 JY1545'FENCE TO STATION.  STATION IS 0.3 M (1.0 FT) SOUTH OF FENCE ROW, 30.5
 JY1545'M (100.1 FT) WEST OF A NORTH-SOUTH FENCE ROW, 37.8 M (124.0 FT) FROM
 JY1545'THE EAST CORNER OF OLD BARN AND 43.9 M (144.0 FT) FROM THE WEST CORNER
 JY1545'OF OLD BARN, IN THE SOUTHWEST QUARTER OF SECTION 21, PIKE TOWNSHIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1437 ***********************************************************************
 MC1437  DESIGNATION -  FULLER
 MC1437  PID         -  MC1437
 MC1437  STATE/COUNTY-  OH/HENRY
 MC1437  USGS QUAD   -  MC CLURE (1971)
 MC1437
 MC1437                         *CURRENT SURVEY CONTROL
 MC1437  ___________________________________________________________________
 MC1437* NAD 83(1995)-  41 18 20.23802(N)    083 56 28.53942(W)     ADJUSTED  
 MC1437* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 MC1437  ___________________________________________________________________
 MC1437  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 MC1437  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 MC1437
 MC1437  HORZ ORDER  -  THIRD
 MC1437
 MC1437.The horizontal coordinates were established by classical geodetic methods
 MC1437.and adjusted by the National Geodetic Survey in April 1998..
 MC1437
 MC1437.The orthometric height was scaled from a topographic map.
 MC1437
 MC1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1437
 MC1437.The geoid height was determined by GEOID03.
 MC1437
 MC1437;                    North         East     Units Scale Factor Converg.
 MC1437;SPC OH N     -   182,997.710   479,312.895   MT  0.99994774   -0 56 48.6
 MC1437;UTM  17      - 4,576,858.599   253,767.491   MT  1.00034624   -1 56 32.7
 MC1437;UTM  16      - 4,577,198.861   756,068.573   MT  1.00040706   +2 01 12.3
 MC1437
 MC1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1437!SPC OH N     -   0.99997281  x   0.99994774  =   0.99992055
 MC1437!UTM  17      -   0.99997281  x   1.00034624  =   1.00031904
 MC1437!UTM  16      -   0.99997281  x   1.00040706  =   1.00037986
 MC1437
 MC1437:                Primary Azimuth Mark                     Grid Az
 MC1437:SPC OH N     -  MICHAEL                                  177 21 18.7
 MC1437:UTM  17      -  MICHAEL                                  178 21 02.8
 MC1437:UTM  16      -  MICHAEL                                  174 23 17.8
 MC1437
 MC1437|---------------------------------------------------------------------|
 MC1437| PID    Reference Object                     Distance      Geod. Az  |
 MC1437|                                                           dddmmss.s |
 MC1437| MC1443 MICHAEL                             429.114 METERS 1762430.1 |
 MC1437|---------------------------------------------------------------------|
 MC1437
 MC1437                          SUPERSEDED SURVEY CONTROL
 MC1437
 MC1437  NAD 83(1995)-  41 18 20.24643(N)    083 56 28.54424(W) AD(       ) 3
 MC1437  NAD 83(1986)-  41 18 20.24855(N)    083 56 28.54978(W) AD(       ) 3
 MC1437  NAD 27      -  41 18 20.06300(N)    083 56 28.75400(W) AD(       ) 3
 MC1437
 MC1437.Superseded values are not recommended for survey control.
 MC1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1437.See file dsdata.txt to determine how the superseded data were derived.
 MC1437
 MC1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5376776859(NAD 83)
 MC1437_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1437_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1437_STAMPING: FULLER 1947
 MC1437_MARK LOGO: CGS   
 MC1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1437+STABILITY: SURFACE MOTION
 MC1437
 MC1437  HISTORY     - Date     Condition        Report By
 MC1437  HISTORY     - 1947     MONUMENTED       CGS
 MC1437  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MC1437  HISTORY     - 1965     GOOD             USE
 MC1437  HISTORY     - 1980     GOOD             LOCENG
 MC1437
 MC1437                          STATION DESCRIPTION
 MC1437
 MC1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1437'THE STATION IS 1/2 MILE NORTH OF WESTHOPE IN SEC. 16, RICHFIELD
 MC1437'TOWNSHIP, AT THE
 MC1437'NORTHEAST CORNER OF THE A.M. FULLER FARM.  IT IS 3.1 M.
 MC1437'WEST OF THE CENTERLINE OF
 MC1437'THE NS DITCH AND 12.4 M. WEST OF THE CENTERLINE
 MC1437'OF STATE HIGHWAY 65.
 MC1437'
 MC1437'STATION IS 53.9 METERS (177 FEET) SW OF THE POINT OF INTERSECTION OF
 MC1437'THE CENTERLINE OF E DRIVEWAY AND THE
 MC1437'CENTERLINE OF STATE HIGHWAY 65, IN AZIMUTH 193 DEG 14 MIN.
 MC1437'
 MC1437'A STANDARD DISK STAMPED FULLER 1947 IS SET IN THE TOP OF A CONCRETE
 MC1437'MONUMENT ABOUT 10
 MC1437'INCHES IN DIAMETER.  THIS IS BURIED SO THAT THE TOP
 MC1437'PROTRUDES 1 INCH ABOVE THE GROUND
 MC1437'SURFACE.
 MC1437
 MC1437                          STATION RECOVERY (1963)
 MC1437
 MC1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1437'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 MC1437'EXCEPTION- THE CONCRETE
 MC1437'MONUMENT IS SURROUNDED BY A CONCRETE CAMERA TARGET 7 FEET IN
 MC1437'DIAMETER.
 MC1437
 MC1437                          STATION RECOVERY (1965)
 MC1437
 MC1437'RECOVERY NOTE BY US ENGINEERS 1965 (BWK)
 MC1437'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MC CLURE, TRAVEL S
 MC1437'4-1/2 MI. ON HWY 65, AND IS 1/2 MI. N OF A SMALL TOWN CALLED
 MC1437'WESTHOPE.
 MC1437'
 MC1437'THE STA. IS LOCATED IN A 2M. DIA. CONC. TARGET, 11 M. W OF THE
 MC1437'CENTERLINE OF THE HWY, 15 M. N OF A POWER POLE, 6 M. SW OF THE
 MC1437'CENTER OF A CONC. CULVERT, AND 20M. SW OF 2 MAIL BOXES.
 MC1437'
 MC1437'THE STA. IS APPROX. 1/4 M. LOWER THAN THE HWY.
 MC1437'
 MC1437'STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MC1437'FULLER 1947.
 MC1437
 MC1437                          STATION RECOVERY (1980)
 MC1437
 MC1437'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1437'FULLER 1947 RECOVERED GOOD - CONC TARGET 2 INCHES HIGHER THAN STA.
 MC1437'
 MC1437'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MI S, MCCLURE, OH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1540 ***********************************************************************
 JY1540  DESIGNATION -  FULLER AZ MK 1
 JY1540  PID         -  JY1540
 JY1540  STATE/COUNTY-  OH/CLARK
 JY1540  USGS QUAD   -  DONNELSVILLE (1983)
 JY1540
 JY1540                         *CURRENT SURVEY CONTROL
 JY1540  ___________________________________________________________________
 JY1540* NAD 83(1995)-  39 59 39.92265(N)    083 59 56.76480(W)     ADJUSTED  
 JY1540* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 JY1540  ___________________________________________________________________
 JY1540  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 JY1540  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JY1540
 JY1540  HORZ ORDER  -  SECOND
 JY1540
 JY1540.The horizontal coordinates were established by classical geodetic methods
 JY1540.and adjusted by the National Geodetic Survey in April 1998..
 JY1540
 JY1540.The orthometric height was scaled from a topographic map.
 JY1540
 JY1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1540
 JY1540.The geoid height was determined by GEOID03.
 JY1540
 JY1540;                    North         East     Units Scale Factor Converg.
 JY1540;SPC OH S     -   222,476.353   471,982.378   MT  0.99999253   -0 57 04.4
 JY1540;UTM  17      - 4,431,447.327   243,956.231   MT  1.00040715   -1 55 43.0
 JY1540;UTM  16      - 4,431,452.496   756,197.239   MT  1.00040811   +1 55 47.2
 JY1540
 JY1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1540!SPC OH S     -   0.99995473  x   0.99999253  =   0.99994726
 JY1540!UTM  17      -   0.99995473  x   1.00040715  =   1.00036186
 JY1540!UTM  16      -   0.99995473  x   1.00040811  =   1.00036282
 JY1540
 JY1540|---------------------------------------------------------------------|
 JY1540| PID    Reference Object                     Distance      Geod. Az  |
 JY1540|                                                           dddmmss.s |
 JY1540| JY1545 FULLER                              345.336 METERS 04459     |
 JY1540| JY1542 FULLER AZ MK 2                      263.455 METERS 11322     |
 JY1540| JY1541 SULPHUR NORTH AAF                    88.328 METERS 11322     |
 JY1540|---------------------------------------------------------------------|
 JY1540
 JY1540                          SUPERSEDED SURVEY CONTROL
 JY1540
 JY1540  NAD 83(1986)-  39 59 39.92954(N)    083 59 56.76697(W) AD(       ) 2
 JY1540  NAD 27      -  39 59 39.71600(N)    083 59 57.00000(W) AD(       ) 2
 JY1540
 JY1540.Superseded values are not recommended for survey control.
 JY1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1540.See file dsdata.txt to determine how the superseded data were derived.
 JY1540
 JY1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4395631447(NAD 83)
 JY1540_MARKER: DZ = AZIMUTH MARK DISK
 JY1540_SETTING: 0 = UNSPECIFIED SETTING
 JY1540_STAMPING: FULLER NO 1 1945
 JY1540_MARK LOGO: CGS   
 JY1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1540
 JY1540  HISTORY     - Date     Condition        Report By
 JY1540  HISTORY     - 1945     MONUMENTED       CGS
 JY1540
 JY1540                          STATION DESCRIPTION
 JY1540
 JY1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (WJC)
 JY1540'STATION IS LOCATED 0.1 MILE E OF THE JUNCTION OF STATE HIGHWAYS 70
 JY1540'AND 69, ON THE N SIDE OF STATE HIGHWAY 70.  THIS MARK WAS CONNECTED
 JY1540'BY TRAVERSE TO TRIANGULATION STATION FULLER.  THE DISTANCE IS 345.330
 JY1540'METERS OR 1132.97 FEET.
 JY1540'
 JY1540'TO REACH THE STATION FROM NEW CARLISLE, GO N ON STATE HIGHWAY 69 FOR
 JY1540'4.25 MILES TO THE JUNCTION OF STATE HIGHWAY 70.  TURN RIGHT AND
 JY1540'FOLLOW STATE HIGHWAY 70 E FOR 0.1 MILE TO THE MARK ON THE LEFT.  THE
 JY1540'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 JY1540'STAMPED FULLER NO 1 1945.
 JY1540'
 JY1540'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK IN CONCRETE.
 JY1540'
 JY1540'HEIGHT OF LIGHT ABOVE STATION MARK -2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1542 ***********************************************************************
 JY1542  DESIGNATION -  FULLER AZ MK 2
 JY1542  PID         -  JY1542
 JY1542  STATE/COUNTY-  OH/CLARK
 JY1542  USGS QUAD   -  DONNELSVILLE (1983)
 JY1542
 JY1542                         *CURRENT SURVEY CONTROL
 JY1542  ___________________________________________________________________
 JY1542* NAD 83(1995)-  39 59 36.53545(N)    083 59 46.56963(W)     ADJUSTED  
 JY1542* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 JY1542  ___________________________________________________________________
 JY1542  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JY1542  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JY1542
 JY1542  HORZ ORDER  -  SECOND
 JY1542
 JY1542.The horizontal coordinates were established by classical geodetic methods
 JY1542.and adjusted by the National Geodetic Survey in April 1998..
 JY1542
 JY1542.The orthometric height was scaled from a topographic map.
 JY1542
 JY1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1542
 JY1542.The geoid height was determined by GEOID03.
 JY1542
 JY1542;                    North         East     Units Scale Factor Converg.
 JY1542;SPC OH S     -   222,367.886   472,222.466   MT  0.99999236   -0 56 57.9
 JY1542;UTM  17      - 4,431,334.734   244,194.532   MT  1.00040564   -1 55 36.3
 JY1542;UTM  16      - 4,431,356.193   756,442.577   MT  1.00040966   +1 55 53.6
 JY1542
 JY1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1542!SPC OH S     -   0.99995442  x   0.99999236  =   0.99994678
 JY1542!UTM  17      -   0.99995442  x   1.00040564  =   1.00036004
 JY1542!UTM  16      -   0.99995442  x   1.00040966  =   1.00036406
 JY1542
 JY1542|---------------------------------------------------------------------|
 JY1542| PID    Reference Object                     Distance      Geod. Az  |
 JY1542|                                                           dddmmss.s |
 JY1542| JY1545 FULLER                              348.751 METERS 00022     |
 JY1542| JY1540 FULLER AZ MK 1                      263.455 METERS 29322     |
 JY1542|---------------------------------------------------------------------|
 JY1542
 JY1542                          SUPERSEDED SURVEY CONTROL
 JY1542
 JY1542  NAD 83(1986)-  39 59 36.54248(N)    083 59 46.57236(W) AD(       ) 2
 JY1542  NAD 27      -  39 59 36.32900(N)    083 59 46.80500(W) AD(       ) 2
 JY1542
 JY1542.Superseded values are not recommended for survey control.
 JY1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1542.See file dsdata.txt to determine how the superseded data were derived.
 JY1542
 JY1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE4419531335(NAD 83)
 JY1542_MARKER: DZ = AZIMUTH MARK DISK
 JY1542_SETTING: 0 = UNSPECIFIED SETTING
 JY1542_STAMPING: FULLER NO 2 1945
 JY1542_MARK LOGO: CGS   
 JY1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1542
 JY1542  HISTORY     - Date     Condition        Report By
 JY1542  HISTORY     - 1945     MONUMENTED       CGS
 JY1542
 JY1542                          STATION DESCRIPTION
 JY1542
 JY1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (WJC)
 JY1542'STATION IS LOCATED ABOUT 0.25 MILE E OF THE JUNCTION OF STATE
 JY1542'HIGHWAYS 69 AND 70, ON THE S SIDE OF STATE HIGHWAY 70, OPPOSITE A
 JY1542'GATE LEADING TO AND ABOUT 0.25 MILE S OF TRIANGULATION STATION
 JY1542'FULLER.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 JY1542'DISK IS STAMPED FULLER NO 2 1945.
 JY1542'
 JY1542'TO REACH THE STATION FROM NEW CARLISLE, GO N ON STATE HIGHWAY 69 FOR
 JY1542'4.25 MILES TO THE JUNCTION OF STATE HIGHWAY 70.  TURN RIGHT AND GO
 JY1542'E FOR 0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 JY1542'
 JY1542'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK IN CONCRETE.
 JY1542'
 JY1542'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1087 ***********************************************************************
 JX1087  DESIGNATION -  FULLERTON
 JX1087  PID         -  JX1087
 JX1087  STATE/COUNTY-  OH/WASHINGTON
 JX1087  USGS QUAD   -  PARKERSBURG (1994)
 JX1087
 JX1087                         *CURRENT SURVEY CONTROL
 JX1087  ___________________________________________________________________
 JX1087* NAD 83(1995)-  39 19 26.24257(N)    081 33 45.29320(W)     ADJUSTED  
 JX1087* NAVD 88     -       189.295  (meters)     621.05   (feet)  ADJUSTED  
 JX1087  ___________________________________________________________________
 JX1087  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 JX1087  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1087  DYNAMIC HT  -         189.177 (meters)     620.66  (feet)  COMP
 JX1087  MODELED GRAV-     980,004.8   (mgal)                       NAVD 88
 JX1087
 JX1087  HORZ ORDER  -  SECOND
 JX1087  VERT ORDER  -  FIRST     CLASS II
 JX1087
 JX1087.The horizontal coordinates were established by classical geodetic methods
 JX1087.and adjusted by the National Geodetic Survey in April 1998..
 JX1087
 JX1087.The orthometric height was determined by differential leveling
 JX1087.and adjusted by the National Geodetic Survey in June 1991..
 JX1087
 JX1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1087
 JX1087.The geoid height was determined by GEOID03.
 JX1087
 JX1087.The dynamic height is computed by dividing the NAVD 88
 JX1087.geopotential number by the normal gravity value computed on the
 JX1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1087.degrees latitude (g = 980.6199 gals.).
 JX1087
 JX1087.The modeled gravity was interpolated from observed gravity values.
 JX1087
 JX1087;                    North         East     Units Scale Factor Converg.
 JX1087;SPC OH S     -   147,396.079   680,827.010   MT  0.99993646   +0 35 41.3
 JX1087;SPC WV N     -    93,514.455   422,167.317   MT  0.99995456   -1 18 55.7
 JX1087;UTM  17      - 4,352,878.229   451,507.854   MT  0.99962895   -0 21 23.5
 JX1087
 JX1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1087!SPC OH S     -   0.99997569  x   0.99993646  =   0.99991215
 JX1087!SPC WV N     -   0.99997569  x   0.99995456  =   0.99993025
 JX1087!UTM  17      -   0.99997569  x   0.99962895  =   0.99960465
 JX1087
 JX1087|---------------------------------------------------------------------|
 JX1087| PID    Reference Object                     Distance      Geod. Az  |
 JX1087|                                                           dddmmss.s |
 JX1087| JX1088 FULLERTON RM 1                       22.080 METERS 01725     |
 JX1087| JX2175 308                                  22.015 METERS 04458     |
 JX1087| JX2168 LIBBY OWENS FORD GLASS CO STK       APPROX. 0.9 KM 0720937.9 |
 JX1087| CC9902 FULLERTON RM 2                       27.648 METERS 09312     |
 JX1087| JX1089 FULLERTON RM 3                       11.885 METERS 18800     |
 JX1087| CC9901 FULLERTON AZ MK 2                                  1882634.2 |
 JX1087| CC9900 FULLERTON AZ MK                                    1914711.2 |
 JX1087| JX1090 FULLERTON RM 4                        8.240 METERS 33427     |
 JX1087|---------------------------------------------------------------------|
 JX1087
 JX1087                          SUPERSEDED SURVEY CONTROL
 JX1087
 JX1087  NAD 83(1986)-  39 19 26.24616(N)    081 33 45.29949(W) AD(       ) 2
 JX1087  NAD 27      -  39 19 25.97700(N)    081 33 45.84800(W) AD(       ) 2
 JX1087  NGVD 29 (??/??/92)  189.476  (m)          621.64   (f) ADJ UNCH    1 2
 JX1087
 JX1087.Superseded values are not recommended for survey control.
 JX1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1087.See file dsdata.txt to determine how the superseded data were derived.
 JX1087
 JX1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5150852878(NAD 83)
 JX1087_MARKER: DS = TRIANGULATION STATION DISK
 JX1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1087_STAMPING: FULLERTON 1944
 JX1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1087+STABILITY: SURFACE MOTION
 JX1087
 JX1087  HISTORY     - Date     Condition        Report By
 JX1087  HISTORY     - 1944     MONUMENTED       CGS
 JX1087  HISTORY     - 1965     GOOD             CGS
 JX1087  HISTORY     - 1970     GOOD             NGS
 JX1087  HISTORY     - 1970     GOOD             NGS
 JX1087  HISTORY     - 1976     GOOD             NGS
 JX1087
 JX1087                          STATION DESCRIPTION
 JX1087
 JX1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX1087'STATION IS LOCATED IN THE FULLERTON UNION CHAPEL CHURCH YARD, ABOUT 9
 JX1087'MILES SW OF MARIETTA,
 JX1087'ABOUT 3 MILES N OF BELPRE, AND 0.6 MILE S OF
 JX1087'U.S. LOCK 18.  IT IS 57 FEET SW OF
 JX1087'THE SW CORNER OF THE CHURCH
 JX1087'28.5 FEET E OF THE E RAIL OF THE BALTIMORE AND OHIO
 JX1087'RAILROAD TRACKS,
 JX1087'AND 7 FEET NE OF A WOODEN WITNESS POST.  THE DISK IS STAMPED
 JX1087'FULLERTON 1944.
 JX1087'
 JX1087'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 JX1087'DISKS SET IN
 JX1087'CONCRETE.
 JX1087'
 JX1087'REFERENCE MARK 1 IS 72.45 FEET N OF THE STATION, 38.2
 JX1087'FEET NNW OF THE NW
 JX1087'CORNER OF THE CHURCH, AND 36 FEET E OF THE E RAIL
 JX1087'OF THE RAILROAD.  IT IS STAMPED
 JX1087'FULLERTON NO 1 1944.
 JX1087'
 JX1087'REFERENCE MARK 2 IS 90.17 FEET E OF THE STATION, 27 FEET S
 JX1087'OF THE SE CORNER
 JX1087'OF THE CHURCH, AND STAMPED FULLERTON NO 2
 JX1087'1944.
 JX1087'
 JX1087'AZIMUTH MARK IS S OF THE STATION, ON THE E SIDE OF THE
 JX1087'BALTIMORE AND OHIO
 JX1087'RAILROAD, 15.5 FEET E OF THE E RAIL OF THE
 JX1087'RAILROAD, 35 FEET S OF THE CENTER
 JX1087'LINE OF THE ROAD, AND 2 FEET
 JX1087'N OF A WOODEN WITNESS POST.  IT IS STAMPED FULLERTON
 JX1087'1944.
 JX1087'
 JX1087'B.M. 308 (U.S.E.) IS 72.22 FEET NE OF THE STATION.  IT IS
 JX1087'4.5 FEET W OF THE
 JX1087'NW CORNER OF THE CHURCH AND 68 FEET E OF THE
 JX1087'E RAIL OF THE RAILROAD TRACKS.  THE
 JX1087'MARK IS A 2-INCH IRON PIPE
 JX1087'WITH CAST-IRON CAP BOLTED TO ITS TOP, WITH CROSS LINES
 JX1087'AND LETTERS US
 JX1087'INSCRIBED ON THE CAP.
 JX1087'
 JX1087'TO REACH THE STATION FROM THE PARKERSBURG BRIDGE IN BELPRE,
 JX1087'GO N ON STATE
 JX1087'HIGHWAY 7 FOR 3.35 MILES TO A T-ROAD LEFT.* CONTINUE
 JX1087'STRAIGHT AHEAD FOR 0.35 MILE TO
 JX1087'ANOTHER T-ROAD LEFT, TURN
 JX1087'LEFT AND GO 0.1 MILE TO END OF ROAD AND CHURCH ON
 JX1087'THE RIGHT AND
 JX1087'STATION.
 JX1087'
 JX1087'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN W AND GO
 JX1087'0.15 MILE TO THE
 JX1087'RAILROAD TRACKS AND AZIMUTH MARK ON THE LEFT.
 JX1087'
 JX1087'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 JX1087
 JX1087                          STATION RECOVERY (1965)
 JX1087
 JX1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 JX1087'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN
 JX1087'GOOD CONDITION.
 JX1087'AS NO PREVIOUS DESCRIPTION OF THE STATION WAS AVAILABLE
 JX1087'AT THE TIME OF THIS VISITATION, ANY
 JX1087'OTHER MARKS FOR THIS STATION WERE
 JX1087'NOT RECOVERED.  THE CALVARY COMMUNITY CHURCH MENTIONED
 JX1087'IN THE BENCH MARK
 JX1087'DESCRIPTION FOR THIS STATION AND REFERENCE MARK NO. 1, HAS BEEN TORN
 JX1087'DOWN AND THERE IS
 JX1087'A HUGE PILE OF RUBBLE IN THE AREA.  THESE MARKS WERE
 JX1087'POINTED OUT BY THE CONSTRUCTION
 JX1087'ENGINEERS.
 JX1087'
 JX1087'AT THE TIME TRIANGULATION STATION MULLIGAN 1944 IS RE-ESTABLISHED,
 JX1087'A DESCRIPTION FOR
 JX1087'FULLERTON 1944 WILL BE AVAILABEL AND AN ATTEMPT TO
 JX1087'LOCATE ANY OTHER MARKS WILL BE MADE.
 JX1087'
 JX1087'THE BENCH MARK DESCRIPTION FOR THIS STATION IS ADEQUATE TO LOCATE
 JX1087'THE STATION SITE.
 JX1087
 JX1087                          STATION RECOVERY (1970)
 JX1087
 JX1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JX1087'THE STATION MARK ONLY WAS RECOVERED IN GOOD CONDITION.  THE CONCRETE
 JX1087'MONUMENT FOR
 JX1087'REFERENCE MARK NO. 1 WAS FOUND COMPLETELY UPROOTED
 JX1087'AND LAYING NEARBY.  REFERENCE
 JX1087'MARK NO. 2 WAS COMPLETELY DESTROYED BY
 JX1087'HIGHWAY CONSTRUCTION AND WAS NOT RECOVERED.  BM
 JX1087'308 (USE) WAS ALSO
 JX1087'DESTROYED BY HIGHWAY CONSTRUCTION.  THE CONCRETE MONUMENT FOR THE
 JX1087'AZIMUTH MARK WAS FOUND
 JX1087'BADLY BROKEN AND TILTED, AND THE DISK WAS REMOVED.  TWO
 JX1087'NEW REFERENCE MARKS NO. 3 AND NO.
 JX1087'4, AND A NEW AZIMUTH MARK WERE SET
 JX1087'THIS DATE.  THE STATION WAS OCCUPIED AND ALL
 JX1087'HORIZONTAL ANGLES OBSERVED
 JX1087'USING TRIANGULATION STATION MULLIGAN 2 1970 AS THE INITIAL.
 JX1087'ALL MARKS AT THIS
 JX1087'STATION WERE BENCH MARKS, AND ELEVATIONS WERE TRANSFERRED TO
 JX1087'THE NEWLY SET REFERENCE
 JX1087'MARKS NO. 3 AND NO. 4 USING FULLERTON 1944 AS
 JX1087'THE STARTING ELEVATION.
 JX1087'
 JX1087'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JX1087'
 JX1087'THE STATION IS LOCATED ALONG THE WEST RIGHT-OF-WAY OF NEW U.S.
 JX1087'HIGHWAY 50 AND
 JX1087'STATE ROUTE 7, ABOUT 9 MILES SOUTHWEST OF MARIETTA, 3
 JX1087'MILES NORTH OF BELPRE, AND 0.6 OF
 JX1087'A MILE SOUTH OF OHIO RIVER LOCK NO.
 JX1087'18.
 JX1087'
 JX1087'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JX1087'STATE ROUTE 618 AT
 JX1087'THE OLD PARKERSBURG BRIDGE IN BELPRE, GO NORTHERLY
 JX1087'ON U.S. HIGHWAY 50 AND STATE ROUTE
 JX1087'618 FOR 0.8 OF A MILE TO WHERE
 JX1087'STATE ROUTE 618 ENDS AND U.S. HIGHWAY 50 JUNCTIONS
 JX1087'WITH STATE ROUTE 7.
 JX1087'HERE CONTINUE NORTHERLY ON U.S. HIGHWAY 50 AND STATE ROUTE 7 FOR 1.3
 JX1087'MILES TO THE
 JX1087'OVERHEAD PIPELINE STRUCTURE LEADING INTO THE ASHLAND
 JX1087'CHEMICAL BELPRE PLANT ON THE
 JX1087'LEFT.  HERE CONTINUE NORTHERLY ON U.S.
 JX1087'HIGHWAY 50 AND STATE ROUTE 7 FOR 0.35 OF A MILE
 JX1087'TO COUNTY ROAD 51 ON
 JX1087'THE RIGHT, CONTINUE NORTHERLY ON U.S. HIGHWAY 50 AND STATE ROUTE 7
 JX1087'FOR 0.95 OF A
 JX1087'MILE TO THE AZIMUTH MARK ON THE LEFT IN THE MEDIAN AS
 JX1087'DESCRIBED.  CONTINUE NORTHERLY
 JX1087'ON U.S. HIGHWAY 50 AND STATE ROUTE 7
 JX1087'FOR 0.25 OF A MILE TO THE STATION ON THE LEFT
 JX1087'ALONG THE WEST RIGHT-OF-WAY
 JX1087'AS DESCRIBED.
 JX1087'
 JX1087'THE STATION IS IN A NARROW STRIP OF LAND BETWEEN THE HIGHWAY AND
 JX1087'THE BALTIMORE AND
 JX1087'OHIO RAILROAD TRACKS, 70 FEET SOUTHEAST AND ACROSS
 JX1087'THE RAILROAD TRACKS FROM UTILITY
 JX1087'POLE NO. 349, 69 FEET NORTH-NORTHEAST
 JX1087'OF A TELEPHONE POLE, 59 FEET SOUTH-SOUTHEAST OF A
 JX1087'TELEPHONE POLE, 47
 JX1087'FEET WEST OF THE APPROXIMATE CENTER OF THE SOUTH BOUND TRAFFIC LANES
 JX1087'OF U.S. HIGHWAY
 JX1087'50 AND STATE ROUTE 7, 28.2 FEET EAST OF THE EAST RAIL
 JX1087'OF THE RAILROAD TRACKS, AND 1.0
 JX1087'FOOT NORTH OF A METAL WITNESS POST AND
 JX1087'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 JX1087'12-INCH, SQUARE, CONCRETE
 JX1087'MONUMENT THAT IS ABOUT 6 INCHES BELOW THE SURROUNDING SURFACE,
 JX1087'AND THE DISK IS
 JX1087'STAMPED FULLERTON 1944.
 JX1087'
 JX1087'REFERENCE MARK NO. 3 IS 44.5 FEET WEST OF THE APPROXIMATE CENTER
 JX1087'OF THE SOUTH BOUND
 JX1087'TRAFFIC LANES OF U.S. HIGHWAY 50 AND STATE ROUTE 7,
 JX1087'37.7 FEET SOUTH OF THE METAL WITNESS
 JX1087'POST AND SIGN, 30.6 FEET EAST OF
 JX1087'THE EAST RAIL OF THE RAILROAD TRACKS, 33 FEET NORTHEAST
 JX1087'OF A TELEPHONE
 JX1087'POLE, AND IN THE SAME STRIP OF LAND AS THE STATION.  IT IS A STANDARD
 JX1087'DISK SET IN THE
 JX1087'TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND
 JX1087'THE DISK IS STAMPED FULLERTON 1944
 JX1087'NO 3 1970.
 JX1087'
 JX1087'REFERENCE MARK NO. 4 IS 63 FEET WEST OF THE APPROXIMATE CENTER OF
 JX1087'THE SOUTH BOUND
 JX1087'TRAFFIC LANES OF U.S. HIGHWAY 50 AND STATE ROUTE 7,
 JX1087'35.5 FEET SOUTH OF A TELEPHONE
 JX1087'POLE, 34.5 FEET SOUTHEAST AND ACROSS
 JX1087'THE RAILROAD TRACKS FROM UTILITY POLE NO. 349,
 JX1087'27.9 FEET NORTHWEST OF
 JX1087'THE METAL WITNESS POST AND SIGN, 11.9 FEET EAST OF THE EAST RAIL
 JX1087'OF THE RAILROAD
 JX1087'TRACKS, AND IN THE SAME STRIP OF LAND AS THE STATION.  IT
 JX1087'IS A STANDARD DISK SET IN THE
 JX1087'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 JX1087'MONUMENT AND THE DISK IS STAMPED FULLERTON 1944
 JX1087'NO 4 1970.
 JX1087'
 JX1087'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 JX1087'REFERENCE MARK NO.
 JX1087'4 IS 63.31 FEET - 19.297 METERS.
 JX1087'
 JX1087'THE AZIMUTH MARK IS 109 FEET EAST OF THE EAST RAIL OF THE
 JX1087'BALTIMORE AND OHIO
 JX1087'RAILROAD TRACKS, 34 FEET EAST OF THE APPROXIMATE
 JX1087'CENTER OF THE SOUTH BOUND TRAFFIC
 JX1087'LANES OF U.S. HIGHWAY 50 AND STATE
 JX1087'ROUTE 7, 32.5 FEET WEST OF THE APPROXIMATE CENTER OF
 JX1087'THE NORTH BOUND
 JX1087'TRAFFIC LANES OF THE HIGHWAYS, AND 1.5 FEET NORTH OF THE NORTHEAST
 JX1087'CORNER OF THE IRON
 JX1087'GRILL OF A LARGE STORM DRAIN.  IT IS A STANDARD DISK
 JX1087'CEMENTED IN A DRILL HOLE IN THE EAST
 JX1087'LEAD-IN WALL OF THE STORM DRAIN
 JX1087'ABOUT 6 INCHES ABOVE THE CONCRETE DECK, AND THE DISK IS
 JX1087'STAMPED
 JX1087'FULLERTON 1944 1970.  DUE TO THIS MARK BEING IN A MOWED
 JX1087'AREA IN THE MEDIAN
 JX1087'OF THE HIGHWAYS, NO WITNESS POST WAS SET.
 JX1087'
 JX1087'NOTE- NO ELEVATIONS TRANSFERRED TO THIS MARK.
 JX1087'
 JX1087'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 JX1087'NORTH OF BELPRE.
 JX1087
 JX1087                          STATION RECOVERY (1970)
 JX1087
 JX1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JX1087'3.4 MI N FROM BELPRE.
 JX1087'ABOUT 3.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1087'FROM THE STATION AT BELPRE, IN A NARROW STRIP OF LAND BETWEEN
 JX1087'THE RAILROAD AND U.S. HIGHWAY 50 AND STATE ROUTE 7, AND AT THE
 JX1087'FULLERTON TRIANGULATION STATION SITE.  IT IS 70 FEET SOUTHEAST
 JX1087'AND ACROSS THE RAILROAD TRACKS FROM UTILITY POLE NO. 349, 69
 JX1087'FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 59 FEET SOUTH-SOUTHEAST
 JX1087'OF A TELEPHONE POLE, 47 FEET WEST OF THE APPROXIMATE CENTER OF
 JX1087'THE SOUTH BOUND TRAFFIC LANES OF U.S. HIGHWAY 50 AND STATE
 JX1087'ROUTE 7, 39.00 FEET NORTH OF FULLERTON R M 3, 28.2 FEET EAST OF
 JX1087'THE EAST RAIL OF THE RAILROAD TRACKS, 27.03 FEET SOUTH-SOUTHEAST
 JX1087'OF FULLERTON R M 4, AND 1.0 FOOT NORTH OF A METAL WITNESS POST
 JX1087'AND SIGN.  IT IS A STANDARD TRIANGULATION STATION DISK SET IN
 JX1087'THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT ABOUT 6 INCHES
 JX1087'BELOW THE SURROUNDING SURFACE AND THE DISK IS STAMPED FULLERTON
 JX1087'1944.
 JX1087
 JX1087                          STATION RECOVERY (1976)
 JX1087
 JX1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1089 ***********************************************************************
 JX1089  DESIGNATION -  FULLERTON RM 3
 JX1089  PID         -  JX1089
 JX1089  STATE/COUNTY-  OH/WASHINGTON
 JX1089  USGS QUAD   -  PARKERSBURG (1994)
 JX1089
 JX1089                         *CURRENT SURVEY CONTROL
 JX1089  ___________________________________________________________________
 JX1089* NAD 83(1986)-  39 19 25.     (N)    081 33 44.     (W)     SCALED    
 JX1089* NAVD 88     -       189.23   (+/-2cm)     620.8    (feet)  VERTCON   
 JX1089  ___________________________________________________________________
 JX1089  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1089
 JX1089  VERT ORDER  -  THIRD (See Below)
 JX1089
 JX1089.The horizontal coordinates were scaled from a topographic map and have
 JX1089.an estimated accuracy of +/- 6 seconds.
 JX1089
 JX1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1089.The vertical order pertains to the NGVD 29 superseded value.
 JX1089
 JX1089.The geoid height was determined by GEOID03.
 JX1089
 JX1089;                    North         East    Units  Estimated Accuracy
 JX1089;SPC OH S     -   147,360.      680,860.      MT  (+/- 180 meters Scaled)
 JX1089
 JX1089                          SUPERSEDED SURVEY CONTROL
 JX1089
 JX1089  NGVD 29 (10/13/05)  189.41   (m)          621.4    (f) RESET       3  
 JX1089
 JX1089.Superseded values are not recommended for survey control.
 JX1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1089.See file dsdata.txt to determine how the superseded data were derived.
 JX1089
 JX1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD515528(NAD 83)
 JX1089_MARKER: DR = REFERENCE MARK DISK
 JX1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1089_STAMPING: FULLERTON 1944 NO 3 1970
 JX1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1089+STABILITY: SURFACE MOTION
 JX1089
 JX1089  HISTORY     - Date     Condition        Report By
 JX1089  HISTORY     - 1970     MONUMENTED       NGS
 JX1089
 JX1089                          STATION DESCRIPTION
 JX1089
 JX1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JX1089'3.4 MI N FROM BELPRE.
 JX1089'THE MARK IS ABOUT 3.4 MILES NORTH ALONG THE BALTIMORE AND
 JX1089'OHIO RAILROAD FROM THE STATION IN BELPRE, IN A NARROW STRIP
 JX1089'OF LAND BETWEEN THE RAILROAD AND U.S. HIGHWAY 50 AND STATE ROUTE
 JX1089'7, AND AT THE FULLERTON 1944 TRIANGULATION STATION SITE, 63.31
 JX1089'FEET SOUTH-SOUTHEAST OF FULLERTON R M 4, 44 FEET WEST OF THE
 JX1089'APPROXIMATE CENTER OF THE SOUTH BOUND TRAFFIC LANES OF U.S.
 JX1089'HIGHWAY 50 AND STATE ROUTE 7, 39.00 FEET SOUTH OF FULLERTON,
 JX1089'37.7 FEET SOUTH OF A METAL WITNESS POST AND SIGN, 30.6 FEET
 JX1089'EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, AND 33 FEET
 JX1089'NORTHEAST OF A TELEPHONE POLE.  IT IS A STANDARD DISK SET IN
 JX1089'THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE
 JX1089'DISK IS STAMPED FULLERTON 1944 NO 3 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1090 ***********************************************************************
 JX1090  DESIGNATION -  FULLERTON RM 4
 JX1090  PID         -  JX1090
 JX1090  STATE/COUNTY-  OH/WASHINGTON
 JX1090  USGS QUAD   -  PARKERSBURG (1994)
 JX1090
 JX1090                         *CURRENT SURVEY CONTROL
 JX1090  ___________________________________________________________________
 JX1090* NAD 83(1986)-  39 19 25.     (N)    081 33 44.     (W)     SCALED    
 JX1090* NAVD 88     -       189.58   (+/-2cm)     622.0    (feet)  VERTCON   
 JX1090  ___________________________________________________________________
 JX1090  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1090
 JX1090  VERT ORDER  -  THIRD (See Below)
 JX1090
 JX1090.The horizontal coordinates were scaled from a topographic map and have
 JX1090.an estimated accuracy of +/- 6 seconds.
 JX1090
 JX1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1090.The vertical order pertains to the NGVD 29 superseded value.
 JX1090
 JX1090.The geoid height was determined by GEOID03.
 JX1090
 JX1090;                    North         East    Units  Estimated Accuracy
 JX1090;SPC OH S     -   147,360.      680,860.      MT  (+/- 180 meters Scaled)
 JX1090
 JX1090                          SUPERSEDED SURVEY CONTROL
 JX1090
 JX1090  NGVD 29 (10/13/05)  189.76   (m)          622.6    (f) RESET       3  
 JX1090
 JX1090.Superseded values are not recommended for survey control.
 JX1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1090.See file dsdata.txt to determine how the superseded data were derived.
 JX1090
 JX1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD515528(NAD 83)
 JX1090_MARKER: DR = REFERENCE MARK DISK
 JX1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1090_STAMPING: FULLERTON 1944 NO 4 1970
 JX1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1090+STABILITY: SURFACE MOTION
 JX1090
 JX1090  HISTORY     - Date     Condition        Report By
 JX1090  HISTORY     - 1970     MONUMENTED       NGS
 JX1090
 JX1090                          STATION DESCRIPTION
 JX1090
 JX1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JX1090'3.4 MI N FROM BELPRE.
 JX1090'THIS MARK IS ABOUT 3.4 MILES NORTH ALONG THE BALTIMORE AND
 JX1090'OHIO RAILROAD FROM THE STATION IN BELPRE, IN A NARROW STRIP
 JX1090'OF LAND BETWEEN THE RAILROAD AND U.S. HIGHWAY 50 AND STATE
 JX1090'ROUTE 7, AND AT THE FULLERTON 1944 TRIANGULATION STATION SITE,
 JX1090'63.31 FEET NORTH-NORTHWEST OF FULLERTON R M 3, 63 FEET WEST OF
 JX1090'THE APPROXIMATE CENTER OF THE SOUTH BOUND TRAFFIC LANES OF U.S.
 JX1090'HIGHWAY 50 AND STATE ROUTE 7, 35.5 FEET SOUTH OF A TELEPHONE
 JX1090'POLE, 34.5 FEET SOUTHEAST AND ACROSS THE RAILROAD TRACKS FROM
 JX1090'UTILITY POLE NO. 349, 27.9 FEET NORTHWEST OF A METAL WITNESS
 JX1090'POST AND SIGN, 27.03 FEET NORTH-NORTHWEST OF FULLERTON, AND 11.9
 JX1090'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.  IT IS A
 JX1090'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 JX1090'MONUMENT AND THE DISK IS STAMPED FULLERTON 1944 NO 4 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3450 ***********************************************************************
 KY3450  DESIGNATION -  FULTON
 KY3450  PID         -  KY3450
 KY3450  STATE/COUNTY-  OH/STARK
 KY3450  USGS QUAD   -  CANAL FULTON (1994)
 KY3450
 KY3450                         *CURRENT SURVEY CONTROL
 KY3450  ___________________________________________________________________
 KY3450* NAD 83(1995)-  40 52 58.64536(N)    081 36 48.13740(W)     ADJUSTED  
 KY3450* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 KY3450  ___________________________________________________________________
 KY3450  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 KY3450  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KY3450
 KY3450  HORZ ORDER  -  SECOND
 KY3450
 KY3450.The horizontal coordinates were established by classical geodetic methods
 KY3450.and adjusted by the National Geodetic Survey in April 1998..
 KY3450
 KY3450.The orthometric height was scaled from a topographic map.
 KY3450
 KY3450.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3450
 KY3450.The geoid height was determined by GEOID03.
 KY3450
 KY3450;                    North         East     Units Scale Factor Converg.
 KY3450;SPC OH N     -   135,443.722   674,723.008   MT  0.99994431   +0 34 56.9
 KY3450;UTM  17      - 4,525,945.365   448,323.229   MT  0.99963287   -0 24 05.3
 KY3450
 KY3450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3450!SPC OH N     -   0.99994828  x   0.99994431  =   0.99989260
 KY3450!UTM  17      -   0.99994828  x   0.99963287  =   0.99958117
 KY3450
 KY3450:                Primary Azimuth Mark                     Grid Az
 KY3450:SPC OH N     -  FULTON AZ MK                             126 45 54.6
 KY3450:UTM  17      -  FULTON AZ MK                             127 44 56.8
 KY3450
 KY3450|---------------------------------------------------------------------|
 KY3450| PID    Reference Object                     Distance      Geod. Az  |
 KY3450|                                                           dddmmss.s |
 KY3450| CC9903 FULTON AZ MK                                       1272051.5 |
 KY3450| CC9904 FULTON RM 1                          21.718 METERS 14342     |
 KY3450| KY3467 MARSHALLVILLE MUNICIPAL TANK        APPROX.10.4 KM 2802108.1 |
 KY3450| CC9905 FULTON RM 2                          23.131 METERS 30855     |
 KY3450|---------------------------------------------------------------------|
 KY3450
 KY3450                          SUPERSEDED SURVEY CONTROL
 KY3450
 KY3450  NAD 83(1986)-  40 52 58.65519(N)    081 36 48.14171(W) AD(       ) 2
 KY3450  NAD 27      -  40 52 58.45338(N)    081 36 48.69109(W) AD(       ) 2
 KY3450
 KY3450.Superseded values are not recommended for survey control.
 KY3450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3450.See file dsdata.txt to determine how the superseded data were derived.
 KY3450
 KY3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4832325945(NAD 83)
 KY3450_MARKER: DB = BENCH MARK DISK
 KY3450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3450_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3450+STABILITY: SURFACE MOTION
 KY3450
 KY3450  HISTORY     - Date     Condition        Report By
 KY3450  HISTORY     - 1959     MONUMENTED       CGS
 KY3450  HISTORY     - 1969     SEE DESCRIPTION  THOMAS
 KY3450  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 KY3450  HISTORY     - 1985     GOOD             LOCSUR
 KY3450  HISTORY     - 19930105 GOOD             OHDT
 KY3450
 KY3450                          STATION DESCRIPTION
 KY3450
 KY3450'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3450'THE STATION IS ABOUT 1.0 MILE SOUTHWEST OF CANAL FULTON, 0.5 MILE
 KY3450'NORTHWEST OF THE
 KY3450'INTERSECTION OF STATE HIGHWAY 93 AND U.S. HIGHWAY 21 AND ALONG THE
 KY3450'WEST RIGHT-OF-WAY U.S. HIGHWAY 21.
 KY3450'
 KY3450'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 21 AND
 KY3450'STATE HIGHWAY 93 WHICH IS
 KY3450'ABOUT 1.0 MILE SOUTHWEST OF CANAL FULTON, GO NORTHWEST ON HIGHWAY 21
 KY3450'FOR 0.5 MILE TO THE STATION WHICH
 KY3450'IS ON TOP OF THE HIGH BANK ON THE WEST RIGHT-OF-WAY
 KY3450'OF THE HIGHWAY.
 KY3450'
 KY3450'STATION MARKS ARE STANDARD DISKS STAMPED FULTON 1959.  THE SURFACE
 KY3450'DISK IS SET IN A SQUARE
 KY3450'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 10.5 FEET
 KY3450'SOUTHEAST OF THE CENTER OF A
 KY3450'WOODEN BRACE IN THE FENCE LINE AND ABOUT 20 HIGHER IN
 KY3450'ELEVATION THAN THE HIGHWAY.  A STANDARD METAL
 KY3450'WITNESS POST AS SET 10.4 FEET WEST
 KY3450'OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 KY3450'OF CONCRETE 32 INCHES BELOW THE
 KY3450'SURFACE OF THE GROUND.
 KY3450'
 KY3450'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FULTON NO 1 1959, IS
 KY3450'SET IN A SQUARE CONCRETE
 KY3450'POST WHICH PROJECTS 4 INCHES.  IT IS 1 FOOT SOUTHEAST OF THE FENCE
 KY3450'LINE.
 KY3450'
 KY3450'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FULTON NO 2 1959, IS
 KY3450'SET IN A SQUARE CONCRETE
 KY3450'POST WHICH PROJECTS 4 INCHES.  IT IS 1 FOOT SOUTHEAST OF THE FENCE
 KY3450'LINE.
 KY3450'
 KY3450'AZIMUTH MARK, A STANDARD DISK STAMPED FULTON 1959, IS SET IN A SQUARE
 KY3450'CONCRETE POST WHICH
 KY3450'PROJECTS 3 INCHES.  IT IS 46 FEET EAST OF THE CENTERLINE OF STATE
 KY3450'HIGHWAY 93, 35 FEET SOUTHWEST OF
 KY3450'THE SOUTHWEST CORNER OF A HOUSE AND 3.5 FEET WEST OF A
 KY3450'POWERLINE POLE WITH A TRANSFORMER.  A
 KY3450'STANDARD METAL WITNESS POST WAS SET 1.9 FEET
 KY3450'EAST OF THE MARK.
 KY3450'
 KY3450'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAY 93
 KY3450'AND U.S.  HIGHWAY 21, FROM
 KY3450'THE NORTH SIDE OF THE OVERPASS, GO NORTH ON HIGHWAY 93 FOR ABOUT
 KY3450'100 FEET TO THE AZIMUTH MARK AND A
 KY3450'POWERLINE POLE WITH A TRANSFORMER ON THE RIGHT.
 KY3450'
 KY3450'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KY3450
 KY3450                          STATION RECOVERY (1969)
 KY3450
 KY3450'RECOVERY NOTE BY THOMAS ENG AND SURV 1969 (CES)
 KY3450'FULTON 1959 GOOD
 KY3450'FULTON NO. 1 1959
 KY3450'GOOD
 KY3450'FULTON NO. 2 1959 GOOD
 KY3450'
 KY3450'NO CHANGES NECESSARY.
 KY3450
 KY3450                          STATION RECOVERY (1971)
 KY3450
 KY3450'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KY3450'FULTON 1959 GOOD, HAS WITNESS.
 KY3450'FULTON 1-1959
 KY3450'GOOD, NO WITNESS.
 KY3450'FULTON 2-1959 GOOD, NO WITNESS.
 KY3450'AZI. FULTON-1959 GOOD, HAS WITNESS.
 KY3450'
 KY3450'DESCRIPTION ACCURATE.
 KY3450'
 KY3450'DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE SW OF CANAL FULTON.
 KY3450
 KY3450                          STATION RECOVERY (1985)
 KY3450
 KY3450'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (FEE)
 KY3450'FULTON 1959 FOUND GOOD, WITNESS MISSING, SET FIBERGLAS WITNESS 4 FEET
 KY3450'EAST.
 KY3450'FULTON NO. 1 - 1959 FOUND GOOD, WITNESS MISSING.
 KY3450'FULTON NO. 2 - 1959 FOUND GOOD, WITNESS MISSING.
 KY3450'AZI. FULTON - 1959 FOUND GOOD, WITNESS OK, CANNOT BE SIGHTED W/O
 KY3450'TOWER.
 KY3450'PREVIOUS DESCRIPTIONS SUFFICIENT FOR RECOVERY.
 KY3450'STATION VISITED 3/21/859
 KY3450'STATION NOT IDENTIFIED ON CANAL FULTON QUAD. SHEET (USGS).
 KY3450
 KY3450                          STATION RECOVERY (1993)
 KY3450
 KY3450'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY3450'------REPORT BY ODOT ------YEAR 1993------CONDITION - GOOD------
 KY3450' 
 KY3450'REF. MARK NO. 1 FOUND IN GOOD CONDITION.
 KY3450' 
 KY3450'REF. MARK NO. 2 FOUND IN GOOD CONDITION.
 KY3450' 
 KY3450'AZIMUTH MARK FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1742 ***********************************************************************
 MC1742  DESIGNATION -  FULTON 1
 MC1742  PID         -  MC1742
 MC1742  STATE/COUNTY-  OH/LUCAS
 MC1742  USGS QUAD   -  ASSUMPTION (1987)
 MC1742
 MC1742                         *CURRENT SURVEY CONTROL
 MC1742  ___________________________________________________________________
 MC1742* NAD 83(1995)-  41 42 43.75948(N)    083 52 48.62648(W)     ADJUSTED  
 MC1742* NAVD 88     -       216.5    (meters)     710.     (feet)  GPS OBS   
 MC1742  ___________________________________________________________________
 MC1742  X           -     508,357.413 (meters)                     COMP
 MC1742  Y           -  -4,741,292.448 (meters)                     COMP
 MC1742  Z           -   4,221,911.775 (meters)                     COMP
 MC1742  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 MC1742  ELLIP HEIGHT-         181.38  (meters)          (10/07/05) GPS OBS
 MC1742  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 MC1742
 MC1742  HORZ ORDER  -  FIRST
 MC1742  ELLP ORDER  -  FOURTH    CLASS I
 MC1742
 MC1742.The horizontal coordinates were established by GPS observations
 MC1742.and adjusted by the National Geodetic Survey in April 1998..
 MC1742
 MC1742.The orthometric height was determined by GPS observations and a
 MC1742.high-resolution geoid model.
 MC1742
 MC1742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1742
 MC1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1742
 MC1742.The ellipsoidal height was determined by GPS observations
 MC1742.and is referenced to NAD 83.
 MC1742
 MC1742.The geoid height was determined by GEOID03.
 MC1742
 MC1742;                    North         East     Units Scale Factor Converg.
 MC1742;SPC OH N     -   228,059.164   485,142.171   MT  1.00000237   -0 54 24.1
 MC1742;UTM  17      - 4,621,827.069   260,387.156   MT  1.00030658   -1 55 02.4
 MC1742
 MC1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1742!SPC OH N     -   0.99997155  x   1.00000237  =   0.99997392
 MC1742!UTM  17      -   0.99997155  x   1.00030658  =   1.00027812
 MC1742
 MC1742                          SUPERSEDED SURVEY CONTROL
 MC1742
 MC1742  ELLIP H (04/01/98)  181.42   (m)                       GP(       ) 4 1
 MC1742  NAD 83(1995)-  41 42 43.75941(N)    083 52 48.62637(W) AD(       ) 1
 MC1742  NAD 83(1986)-  41 42 43.76949(N)    083 52 48.63974(W) AD(       ) 1
 MC1742
 MC1742.Superseded values are not recommended for survey control.
 MC1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1742.See file dsdata.txt to determine how the superseded data were derived.
 MC1742
 MC1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6038721827(NAD 83)
 MC1742_MARKER: DD = SURVEY DISK
 MC1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1742_SP_SET: CONCRETE POST
 MC1742_STAMPING: FULTON 1 1993
 MC1742_MARK LOGO: OH-095
 MC1742_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1742+STABILITY: SURFACE MOTION
 MC1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1742+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 MC1742
 MC1742  HISTORY     - Date     Condition        Report By
 MC1742  HISTORY     - UNK      MONUMENTED
 MC1742  HISTORY     - 19930923 GOOD             OH-095
 MC1742
 MC1742                          STATION DESCRIPTION
 MC1742
 MC1742'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1742'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 2.0 MILES WEST OF
 MC1742'THE VILLAGE OF BERKEY.
 MC1742'TO REACH THE STATION FROM THE INTERSECTION OF BERKEY-SOUTHERN ROAD
 MC1742'(STATE ROUTE 295) AND SYLVANIA-METAMORA ROAD PROCEED WEST ALONG
 MC1742'SYLVANIA-METAMORA ROAD 2.25 MILES TO ITS INTERSECTION WITH
 MC1742'FULTON-LUCAS ROAD AND THE STATION IN THE INTERSECTION.
 MC1742'THE STATION IS A 3.25 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1742'TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 1.4 FEET BELOW THE ROAD
 MC1742'SURFACE IN A STEEL MONUMENT BOX.  THE MONUMENT BOX FLANGE IS STAMPED
 MC1742'--FULTON 1 1993--.
 MC1742'THE STATION IS AN EXISTING LUCAS COUNTY MARK, DATE OF INSTALLATION AND
 MC1742'PARTY CHIEF ARE UNKNOWN.
 MC1742'THE STATION IS 40.5 FEET SOUTHEAST FROM A NAIL AND SHINER IN A POWER
 MC1742'POLE LOCATED IN NORTHWEST CORNER OF THE INTERSECTION, 41.8 FEET
 MC1742'SOUTHWEST FROM A NAIL AND SHINER IN A POWER POLE LOCATED IN THE
 MC1742'NORTHWEST CORNER OF THE INTERSECTION, AND 58.7 FEET NORTHWEST FROM A
 MC1742'NAIL AND SHINER IN A POWER POLE LOCATED IN THE SOUTHWEST CORNER OF
 MC1742'THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1743 ***********************************************************************
 MC1743  DESIGNATION -  FULTON 2
 MC1743  PID         -  MC1743
 MC1743  STATE/COUNTY-  OH/LUCAS
 MC1743  USGS QUAD   -  ASSUMPTION (1987)
 MC1743
 MC1743                         *CURRENT SURVEY CONTROL
 MC1743  ___________________________________________________________________
 MC1743* NAD 83(1995)-  41 38 37.37882(N)    083 52 40.93487(W)     ADJUSTED  
 MC1743* NAVD 88     -       215.7    (meters)     708.     (feet)  GPS OBS   
 MC1743  ___________________________________________________________________
 MC1743  X           -     509,073.196 (meters)                     COMP
 MC1743  Y           -  -4,746,298.628 (meters)                     COMP
 MC1743  Z           -   4,216,233.669 (meters)                     COMP
 MC1743  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MC1743  ELLIP HEIGHT-         180.54  (meters)          (10/07/05) GPS OBS
 MC1743  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 MC1743
 MC1743  HORZ ORDER  -  FIRST
 MC1743  ELLP ORDER  -  FOURTH    CLASS I
 MC1743
 MC1743.The horizontal coordinates were established by GPS observations
 MC1743.and adjusted by the National Geodetic Survey in April 1998..
 MC1743
 MC1743.The orthometric height was determined by GPS observations and a
 MC1743.high-resolution geoid model.
 MC1743
 MC1743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1743
 MC1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1743
 MC1743.The ellipsoidal height was determined by GPS observations
 MC1743.and is referenced to NAD 83.
 MC1743
 MC1743.The geoid height was determined by GEOID03.
 MC1743
 MC1743;                    North         East     Units Scale Factor Converg.
 MC1743;SPC OH N     -   220,456.008   485,199.861   MT  0.99998963   -0 54 19.1
 MC1743;UTM  17      - 4,614,221.712   260,310.880   MT  1.00030704   -1 54 48.1
 MC1743
 MC1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1743!SPC OH N     -   0.99997168  x   0.99998963  =   0.99996131
 MC1743!UTM  17      -   0.99997168  x   1.00030704  =   1.00027871
 MC1743
 MC1743                          SUPERSEDED SURVEY CONTROL
 MC1743
 MC1743  ELLIP H (04/01/98)  180.59   (m)                       GP(       ) 4 1
 MC1743  NAD 83(1995)-  41 38 37.37875(N)    083 52 40.93476(W) AD(       ) 1
 MC1743  NAD 83(1986)-  41 38 37.38955(N)    083 52 40.94863(W) AD(       ) 1
 MC1743
 MC1743.Superseded values are not recommended for survey control.
 MC1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1743.See file dsdata.txt to determine how the superseded data were derived.
 MC1743
 MC1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6031114222(NAD 83)
 MC1743_MARKER: DD = SURVEY DISK
 MC1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1743_SP_SET: CONCRETE POST
 MC1743_STAMPING: FULTON 2
 MC1743_MARK LOGO: OH-095
 MC1743_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1743+STABILITY: SURFACE MOTION
 MC1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1743+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 MC1743
 MC1743  HISTORY     - Date     Condition        Report By
 MC1743  HISTORY     - UNK      MONUMENTED
 MC1743  HISTORY     - 19930923 GOOD             OH-095
 MC1743
 MC1743                          STATION DESCRIPTION
 MC1743
 MC1743'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1743'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 4.0 MILES NORTH OF
 MC1743'THE VILLAGE OF SWANTON.
 MC1743'TO REACH THE STATION FROM THE INTERSECTION OF AIRPORT HIGHWAY (STATE
 MC1743'ROUTE 2) AND FULTON-LUCAS ROAD PROCEED NORTH ALONG FULTON-LUCAS ROAD
 MC1743'2.5 MILES TO ITS INTERSECTION WITH OLD STATE LINE ROAD.  TURN RIGHT
 MC1743'AND PROCEED EAST ALONG OLD STATE LINE ROAD 0.25 MILES TO ITS
 MC1743'INTERSECTION WITH FULTON-LUCAS ROAD.  TURN LEFT AND PROCEED NORTH
 MC1743'ALONG FULTON-LUCAS ROAD 1.75 MILES TO ITS INTERSECTION WITH FRANKFORT
 MC1743'ROAD AND THE STATION IN THE INTERSECTION.
 MC1743'THE STATION IS A 3.25 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 MC1743'MONUMENT 1.1 FEET BELOW THE ROAD SURFACE IN A STEEL MONUMENT BOX. THE
 MC1743'MONUMENT BOX FLANGE IS STAMPED --FULTON 2--.
 MC1743'THE STATION IS AN EXISTING LUCAS COUNTY MARK, DATE OF INSTALLATION AND
 MC1743'PARTY CHIEF ARE UNKNOWN.
 MC1743'THE STATION IS 40.0 FEET NORTHEAST FROM A POLE, 40.0 FEET SOUTHEAST
 MC1743'FROM A POLE, AND 35.0 FEET SOUTHWEST FROM A POLE LOCATED NORTHEAST OF
 MC1743'THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1744 ***********************************************************************
 MC1744  DESIGNATION -  FULTON 3
 MC1744  PID         -  MC1744
 MC1744  STATE/COUNTY-  OH/LUCAS
 MC1744  USGS QUAD   -  SWANTON (1971)
 MC1744
 MC1744                         *CURRENT SURVEY CONTROL
 MC1744  ___________________________________________________________________
 MC1744* NAD 83(1995)-  41 37 02.88484(N)    083 52 38.50189(W)     ADJUSTED  
 MC1744* NAVD 88     -       210.8    (meters)     692.     (feet)  GPS OBS   
 MC1744  ___________________________________________________________________
 MC1744  X           -     509,335.362 (meters)                     COMP
 MC1744  Y           -  -4,748,214.725 (meters)                     COMP
 MC1744  Z           -   4,214,051.358 (meters)                     COMP
 MC1744  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 MC1744  ELLIP HEIGHT-         175.68  (meters)          (10/07/05) GPS OBS
 MC1744  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC1744
 MC1744  HORZ ORDER  -  FIRST
 MC1744  ELLP ORDER  -  FOURTH    CLASS I
 MC1744
 MC1744.The horizontal coordinates were established by GPS observations
 MC1744.and adjusted by the National Geodetic Survey in April 1998..
 MC1744
 MC1744.The orthometric height was determined by GPS observations and a
 MC1744.high-resolution geoid model.
 MC1744
 MC1744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1744
 MC1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1744
 MC1744.The ellipsoidal height was determined by GPS observations
 MC1744.and is referenced to NAD 83.
 MC1744
 MC1744.The geoid height was determined by GEOID03.
 MC1744
 MC1744;                    North         East     Units Scale Factor Converg.
 MC1744;SPC OH N     -   217,540.219   485,210.119   MT  0.99998513   -0 54 17.5
 MC1744;UTM  17      - 4,611,305.262   260,269.851   MT  1.00030729   -1 54 42.9
 MC1744
 MC1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1744!SPC OH N     -   0.99997245  x   0.99998513  =   0.99995758
 MC1744!UTM  17      -   0.99997245  x   1.00030729  =   1.00027973
 MC1744
 MC1744                          SUPERSEDED SURVEY CONTROL
 MC1744
 MC1744  ELLIP H (04/01/98)  175.73   (m)                       GP(       ) 4 1
 MC1744  NAD 83(1995)-  41 37 02.88476(N)    083 52 38.50177(W) AD(       ) 1
 MC1744  NAD 83(1986)-  41 37 02.89548(N)    083 52 38.51556(W) AD(       ) 1
 MC1744
 MC1744.Superseded values are not recommended for survey control.
 MC1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1744.See file dsdata.txt to determine how the superseded data were derived.
 MC1744
 MC1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6027011305(NAD 83)
 MC1744_MARKER: DD = SURVEY DISK
 MC1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1744_SP_SET: CONCRETE POST
 MC1744_STAMPING: FULTON 3
 MC1744_MARK LOGO: OH-095
 MC1744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1744+STABILITY: SURFACE MOTION
 MC1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1744+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1744
 MC1744  HISTORY     - Date     Condition        Report By
 MC1744  HISTORY     - 1993     MONUMENTED       OH-095
 MC1744
 MC1744                          STATION DESCRIPTION
 MC1744
 MC1744'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1744'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 2.5 MILES NORTH OF
 MC1744'THE VILLAGE OF SWANTON.
 MC1744'TO REACH THE STATION FROM THE INTERSECTION OF AIRPORT HIGHWAY (STATE
 MC1744'ROUTE 2) AND FULTON-LUCAS ROAD PROCEED NORTH ALONG FULTON-LUCAS ROAD
 MC1744'2.5 MILES TO ITS INTERSECTION WITH OLD STATE LINE ROAD.  TURN RIGHT
 MC1744'AND PROCEED EAST ALONG OLD STATE LINE ROAD 0.25 MILES TO ITS
 MC1744'INTERSECTION WITH FULTON-LUCAS ROAD AND THE STATION ON THE RIGHT.
 MC1744'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1744'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 0.1 FEET BELOW GROUND
 MC1744'SURFACE AND IS STAMPED --FULTON 3--.
 MC1744'THE STATION IS 50.2 FEET EAST FROM A NAIL AND SHINER IN THE NORTHEAST
 MC1744'FACE OF A TELEPHONE POLE LOCATED IN THE SOUTHWEST CORNER OF THE
 MC1744'INTERSECTION, 72.6 FEET SOUTHEAST FROM A NAIL AND SHINER IN THE
 MC1744'SOUTHWEST FACE OF A POWER POLE LOCATED IN THE NORTHWEST CORNER OF THE
 MC1744'INTERSECTION, AND 27.2 FEET SOUTH FROM A 3/4 INCH IRON PIPE IN THE
 MC1744'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1745 ***********************************************************************
 MC1745  DESIGNATION -  FULTON 4
 MC1745  PID         -  MC1745
 MC1745  STATE/COUNTY-  OH/LUCAS
 MC1745  USGS QUAD   -  SWANTON (1971)
 MC1745
 MC1745                         *CURRENT SURVEY CONTROL
 MC1745  ___________________________________________________________________
 MC1745* NAD 83(1995)-  41 33 35.39312(N)    083 52 57.59870(W)     ADJUSTED  
 MC1745* NAVD 88     -       206.5    (meters)     677.     (feet)  GPS OBS   
 MC1745  ___________________________________________________________________
 MC1745  X           -     509,348.218 (meters)                     COMP
 MC1745  Y           -  -4,752,483.604 (meters)                     COMP
 MC1745  Z           -   4,209,260.465 (meters)                     COMP
 MC1745  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MC1745  ELLIP HEIGHT-         171.24  (meters)          (10/07/05) GPS OBS
 MC1745  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC1745
 MC1745  HORZ ORDER  -  FIRST
 MC1745  ELLP ORDER  -  FOURTH    CLASS I
 MC1745
 MC1745.The horizontal coordinates were established by GPS observations
 MC1745.and adjusted by the National Geodetic Survey in April 1998..
 MC1745
 MC1745.The orthometric height was determined by GPS observations and a
 MC1745.high-resolution geoid model.
 MC1745
 MC1745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1745
 MC1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1745
 MC1745.The ellipsoidal height was determined by GPS observations
 MC1745.and is referenced to NAD 83.
 MC1745
 MC1745.The geoid height was determined by GEOID03.
 MC1745
 MC1745;                    North         East     Units Scale Factor Converg.
 MC1745;SPC OH N     -   211,146.719   484,666.584   MT  0.99997598   -0 54 30.0
 MC1745;UTM  17      - 4,604,920.191   259,613.932   MT  1.00031118   -1 54 47.8
 MC1745
 MC1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1745!SPC OH N     -   0.99997314  x   0.99997598  =   0.99994912
 MC1745!UTM  17      -   0.99997314  x   1.00031118  =   1.00028431
 MC1745
 MC1745                          SUPERSEDED SURVEY CONTROL
 MC1745
 MC1745  ELLIP H (04/01/98)  171.29   (m)                       GP(       ) 4 1
 MC1745  NAD 83(1995)-  41 33 35.39302(N)    083 52 57.59855(W) AD(       ) 1
 MC1745  NAD 83(1986)-  41 33 35.40253(N)    083 52 57.61094(W) AD(       ) 1
 MC1745
 MC1745.Superseded values are not recommended for survey control.
 MC1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1745.See file dsdata.txt to determine how the superseded data were derived.
 MC1745
 MC1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5961404920(NAD 83)
 MC1745_MARKER: DD = SURVEY DISK
 MC1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1745_SP_SET: CONCRETE POST
 MC1745_STAMPING: FULTON 4 1993
 MC1745_MARK LOGO: OH-095
 MC1745_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1745+STABILITY: SURFACE MOTION
 MC1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1745+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 MC1745
 MC1745  HISTORY     - Date     Condition        Report By
 MC1745  HISTORY     - UNK      MONUMENTED
 MC1745  HISTORY     - 19930923 GOOD             OH-095
 MC1745
 MC1745                          STATION DESCRIPTION
 MC1745
 MC1745'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1745'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 1.5 MILES SOUTH OF
 MC1745'THE VILLAGE OF SWANTON.
 MC1745'TO REACH THE STATION FROM THE INTERSECTION OF FULTON-LUCAS ROAD AND
 MC1745'AIRPORT HIGHWAY (STATE ROUTE 2) PROCEED EAST ALONG AIRPORT HIGHWAY
 MC1745'0.5 MILES TO ITS INTERSECTION WITH WATERVILLE-SWANTON ROAD (STATE
 MC1745'ROUTE 64).  TURN RIGHT AND PROCEED SOUTH ALONG WATERVILLE-SWANTON
 MC1745'ROAD 1.5 MILES TO ITS INTERSECTION WITH MONCLOVA ROAD.  TURN RIGHT
 MC1745'AND PROCEED WEST ALONG MONCLOVA ROAD 0.5 MILES TO ITS INTERSECTION
 MC1745'WITH FULTON-LUCAS ROAD AND THE STATION IN THE INTERSECTION.
 MC1745'THE STATION IS A 3.25 INCH BRASS DISK SET IN THE TOP OF A CONCRETE
 MC1745'MONUMENT 0.9 FEET BELOW THE ROAD SURFACE IN A STEEL MONUMENT BOX.
 MC1745'THE MONUMENT BOX FLANGE IS STAMPED --FULTON 4 1993--.
 MC1745'THE STATION IS AN EXISTING LUCAS COUNTY MARK, DATE OF INSTALLATION AND
 MC1745'PARTY CHIEF ARE UNKNOWN.
 MC1745'THE STATION IS 92.5 FEET SOUTHEAST FROM A NAIL AND SHINER IN THE SOUTH
 MC1745'FACE OF A POWER POLE LOCATED IN THE NORTHWEST CORNER OF THE
 MC1745'INTERSECTION, 63.2 FEET NORTHWEST FROM A NAIL AND SHINER IN THE
 MC1745'NORTHWEST FACE OF A POWER POLE LOCATED IN THE SOUTHEAST CORNER OF THE
 MC1745'INTERSECTION, 51.5 FEET NORTHEAST FROM A NAIL AND SHINER IN THE NORTH
 MC1745'FACE OF A POWER POLE LOCATED SOUTHEAST OF HOUSE NUMBER 5-6027-1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1746 ***********************************************************************
 MC1746  DESIGNATION -  FULTON 5
 MC1746  PID         -  MC1746
 MC1746  STATE/COUNTY-  OH/LUCAS
 MC1746  USGS QUAD   -  SWANTON (1971)
 MC1746
 MC1746                         *CURRENT SURVEY CONTROL
 MC1746  ___________________________________________________________________
 MC1746* NAD 83(1995)-  41 31 49.66618(N)    083 52 57.61977(W)     ADJUSTED  
 MC1746* NAVD 88     -       206.9    (meters)     679.     (feet)  GPS OBS   
 MC1746  ___________________________________________________________________
 MC1746  X           -     509,578.303 (meters)                     COMP
 MC1746  Y           -  -4,754,635.001 (meters)                     COMP
 MC1746  Z           -   4,206,819.459 (meters)                     COMP
 MC1746  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 MC1746  ELLIP HEIGHT-         171.70  (meters)          (10/07/05) GPS OBS
 MC1746  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 MC1746
 MC1746  HORZ ORDER  -  FIRST
 MC1746  ELLP ORDER  -  FOURTH    CLASS I
 MC1746
 MC1746.The horizontal coordinates were established by GPS observations
 MC1746.and adjusted by the National Geodetic Survey in April 1998..
 MC1746
 MC1746.The orthometric height was determined by GPS observations and a
 MC1746.high-resolution geoid model.
 MC1746
 MC1746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1746
 MC1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1746
 MC1746.The ellipsoidal height was determined by GPS observations
 MC1746.and is referenced to NAD 83.
 MC1746
 MC1746.The geoid height was determined by GEOID03.
 MC1746
 MC1746;                    North         East     Units Scale Factor Converg.
 MC1746;SPC OH N     -   207,885.415   484,614.388   MT  0.99997171   -0 54 30.0
 MC1746;UTM  17      - 4,601,659.202   259,504.540   MT  1.00031183   -1 54 43.8
 MC1746
 MC1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1746!SPC OH N     -   0.99997307  x   0.99997171  =   0.99994478
 MC1746!UTM  17      -   0.99997307  x   1.00031183  =   1.00028489
 MC1746
 MC1746                          SUPERSEDED SURVEY CONTROL
 MC1746
 MC1746  ELLIP H (04/01/98)  171.75   (m)                       GP(       ) 4 1
 MC1746  NAD 83(1995)-  41 31 49.66608(N)    083 52 57.61962(W) AD(       ) 1
 MC1746  NAD 83(1986)-  41 31 49.67518(N)    083 52 57.63165(W) AD(       ) 1
 MC1746
 MC1746.Superseded values are not recommended for survey control.
 MC1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1746.See file dsdata.txt to determine how the superseded data were derived.
 MC1746
 MC1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5950501659(NAD 83)
 MC1746_MARKER: DD = SURVEY DISK
 MC1746_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MC1746_SP_SET: PREFAB CONC. POST IN CONCRETE
 MC1746_STAMPING: FULTON 5
 MC1746_MARK LOGO: OH-095
 MC1746_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1746+STABILITY: SURFACE MOTION
 MC1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1746+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 MC1746
 MC1746  HISTORY     - Date     Condition        Report By
 MC1746  HISTORY     - UNK      MONUMENTED
 MC1746  HISTORY     - 19930923 GOOD             OH-095
 MC1746  HISTORY     - 20060914 POOR             OH-095
 MC1746
 MC1746                          STATION DESCRIPTION
 MC1746
 MC1746'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1746'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 3.6 MILES SOUTH OF
 MC1746'THE VILLAGE OF SWANTON.
 MC1746'TO REACH THE STATION FROM THE INTERSECTION OF FULTON-LUCAS ROAD AND
 MC1746'AIRPORT HIGHWAY (STATE ROUTE 2) PROCEED EAST ALONG AIRPORT HIGHWAY
 MC1746'0.5 MILES TO ITS INTERSECTION WITH WATERVILLE-SWANTON ROAD (STATE
 MC1746'ROUTE 64).  TURN RIGHT AND PROCEED SOUTH ALONG WATERVILLE-SWANTON
 MC1746'ROAD (STATE ROUTE 64) 3.75 MILES TO ITS INTERSECTION WITH
 MC1746'SHERMAN-WHITE ROAD.  TURN RIGHT AND PROCEED WEST ALONG SHERMAN-WHITE
 MC1746'ROAD 0.5 MILES TO ITS INTERSECTION WITH FULTON-LUCAS ROAD.  TURN LEFT
 MC1746'AND PROCEED SOUTH ALONG FULTON-LUCAS ROAD APPROXIMATELY 75 FEET TO
 MC1746'THE STATION ON THE LEFT.
 MC1746'THE STATION IS A 2.5 INCH BRASS DISK SET IN THE TOP OF AN 8 INCH
 MC1746'DIAMETER CONCRETE MONUMENT PROJECTING 0.5 FEET, STAMPED --FULTON 5--.
 MC1746'THE STATION IS AN EXISTING MARK, DATE OF INSTALLATION AND PARTY CHIEF
 MC1746'ARE UNKNOWN.
 MC1746'THE STATION IS 63.4 FEET EAST FROM A NAIL AND SHINER IN THE NORTH FACE
 MC1746'OF A POST, 60.0 FEET NORTHEAST FROM A NAIL AND SHINER IN THE NORTH
 MC1746'FACE OF A POLE LOCATED ON THE WEST SIDE OF THE ROAD, AND 29.2 FEET
 MC1746'NORTH FROM A NAIL AND SHINER IN THE EAST FACE OF A TELEPHONE POLE
 MC1746'LOCATED ON THE EAST SIDE OF THE ROAD.
 MC1746
 MC1746                          STATION RECOVERY (2006)
 MC1746
 MC1746'RECOVERY NOTE BY LUCAS COUNTY OHIO 2006 (DJP)
 MC1746'THIS MONUMENT WAS HIT BY A VEHICLE AND IS LAENING ABOUT 30 DEGREES
 MC1746'FROM VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5531 ***********************************************************************
 AB5531  DESIGNATION -  FULTON NO 01
 AB5531  PID         -  AB5531
 AB5531  STATE/COUNTY-  OH/FULTON
 AB5531  USGS QUAD   -  SWANTON (1971)
 AB5531
 AB5531                         *CURRENT SURVEY CONTROL
 AB5531  ___________________________________________________________________
 AB5531* NAD 83(1995)-  41 30 32.56049(N)    083 55 19.19053(W)     ADJUSTED  
 AB5531* NAVD 88     -       206.1    (meters)     676.     (feet)  GPS OBS   
 AB5531  ___________________________________________________________________
 AB5531  X           -     506,481.711 (meters)                     COMP
 AB5531  Y           -  -4,756,550.978 (meters)                     COMP
 AB5531  Z           -   4,205,037.732 (meters)                     COMP
 AB5531  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AB5531  ELLIP HEIGHT-         170.78  (meters)          (10/07/05) GPS OBS
 AB5531  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 AB5531
 AB5531  HORZ ORDER  -  FIRST
 AB5531  ELLP ORDER  -  FOURTH    CLASS I
 AB5531
 AB5531.The horizontal coordinates were established by GPS observations
 AB5531.and adjusted by the National Geodetic Survey in April 1998..
 AB5531
 AB5531.The orthometric height was determined by GPS observations and a
 AB5531.high-resolution geoid model.
 AB5531
 AB5531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5531
 AB5531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5531
 AB5531.The ellipsoidal height was determined by GPS observations
 AB5531.and is referenced to NAD 83.
 AB5531
 AB5531.The geoid height was determined by GEOID03.
 AB5531
 AB5531;                    North         East     Units Scale Factor Converg.
 AB5531;SPC OH N     -   205,559.773   481,294.157   MT  0.99996876   -0 56 03.1
 AB5531;UTM  17      - 4,599,391.273   256,142.905   MT  1.00033187   -1 56 14.9
 AB5531;UTM  16      - 4,599,843.530   756,878.111   MT  1.00041213   +2 02 27.7
 AB5531
 AB5531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5531!SPC OH N     -   0.99997321  x   0.99996876  =   0.99994197
 AB5531!UTM  17      -   0.99997321  x   1.00033187  =   1.00030507
 AB5531!UTM  16      -   0.99997321  x   1.00041213  =   1.00038533
 AB5531
 AB5531                          SUPERSEDED SURVEY CONTROL
 AB5531
 AB5531  ELLIP H (04/01/98)  170.83   (m)                       GP(       ) 4 1
 AB5531  NAD 83(1995)-  41 30 32.56039(N)    083 55 19.19033(W) AD(       ) 1
 AB5531  NAD 83(1986)-  41 30 32.56944(N)    083 55 19.20267(W) AD(       ) 1
 AB5531
 AB5531.Superseded values are not recommended for survey control.
 AB5531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5531.See file dsdata.txt to determine how the superseded data were derived.
 AB5531
 AB5531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5614399391(NAD 83)
 AB5531_MARKER: A = ALUMINUM MARKER
 AB5531_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5531_STAMPING: FULTON NO. 1 1994
 AB5531_MARK LOGO: FULCOE
 AB5531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5531+STABILITY: SURFACE MOTION
 AB5531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5531+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5531
 AB5531  HISTORY     - Date     Condition        Report By
 AB5531  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5531
 AB5531                          STATION DESCRIPTION
 AB5531
 AB5531'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5531'STATION IS A COMMON QUARTER CORNER OF SECTIONS 2 AND 3, T 6 N, R 8 E
 AB5531'IN SWAN CREEK TWP., FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE
 AB5531'OF COUNTY ROAD 3. TO REACH FROM THE INTERSECTION OF COUNTY ROADS D AND
 AB5531'3, GO NORTH 0.50 MI (0.80 KM) ON COUNTY ROAD 3 TO THE STATION. STATION
 AB5531'IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA.
 AB5531'CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE
 AB5531'ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON
 AB5531'NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5535 ***********************************************************************
 AB5535  DESIGNATION -  FULTON NO 02
 AB5535  PID         -  AB5535
 AB5535  STATE/COUNTY-  OH/FULTON
 AB5535  USGS QUAD   -  COLTON (1977)
 AB5535
 AB5535                         *CURRENT SURVEY CONTROL
 AB5535  ___________________________________________________________________
 AB5535* NAD 83(1995)-  41 29 13.10709(N)    083 58 48.05445(W)     ADJUSTED  
 AB5535* NAVD 88     -       207.6    (meters)     681.     (feet)  GPS OBS   
 AB5535  ___________________________________________________________________
 AB5535  X           -     501,835.425 (meters)                     COMP
 AB5535  Y           -  -4,758,677.805 (meters)                     COMP
 AB5535  Z           -   4,203,202.802 (meters)                     COMP
 AB5535  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AB5535  ELLIP HEIGHT-         172.33  (meters)          (10/07/05) GPS OBS
 AB5535  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 AB5535
 AB5535  HORZ ORDER  -  FIRST
 AB5535  ELLP ORDER  -  FOURTH    CLASS I
 AB5535
 AB5535.The horizontal coordinates were established by GPS observations
 AB5535.and adjusted by the National Geodetic Survey in April 1998..
 AB5535
 AB5535.The orthometric height was determined by GPS observations and a
 AB5535.high-resolution geoid model.
 AB5535
 AB5535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5535
 AB5535.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5535
 AB5535.The ellipsoidal height was determined by GPS observations
 AB5535.and is referenced to NAD 83.
 AB5535
 AB5535.The geoid height was determined by GEOID03.
 AB5535
 AB5535;                    North         East     Units Scale Factor Converg.
 AB5535;SPC OH N     -   203,189.568   476,409.799   MT  0.99996587   -0 58 20.3
 AB5535;UTM  17      - 4,597,106.069   251,215.934   MT  1.00036175   -1 58 30.4
 AB5535;UTM  16      - 4,597,221.929   752,121.287   MT  1.00038233   +2 00 05.9
 AB5535
 AB5535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5535!SPC OH N     -   0.99997297  x   0.99996587  =   0.99993884
 AB5535!UTM  17      -   0.99997297  x   1.00036175  =   1.00033471
 AB5535!UTM  16      -   0.99997297  x   1.00038233  =   1.00035529
 AB5535
 AB5535                          SUPERSEDED SURVEY CONTROL
 AB5535
 AB5535  ELLIP H (04/01/98)  172.38   (m)                       GP(       ) 4 1
 AB5535  NAD 83(1995)-  41 29 13.10699(N)    083 58 48.05427(W) AD(       ) 1
 AB5535  NAD 83(1986)-  41 29 13.11578(N)    083 58 48.06665(W) AD(       ) 1
 AB5535
 AB5535.Superseded values are not recommended for survey control.
 AB5535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5535.See file dsdata.txt to determine how the superseded data were derived.
 AB5535
 AB5535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5121697106(NAD 83)
 AB5535_MARKER: A = ALUMINUM MARKER
 AB5535_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5535_STAMPING: FULTON NO. 2 1994
 AB5535_MARK LOGO: FULCOE
 AB5535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5535+STABILITY: SURFACE MOTION
 AB5535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5535+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5535
 AB5535  HISTORY     - Date     Condition        Report By
 AB5535  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5535
 AB5535                          STATION DESCRIPTION
 AB5535
 AB5535'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5535'STATION IS A COMMON SECTION CORNER OF SECTIONS 7 AND 10, T 6 N, R 8 E
 AB5535'IN SWAN CREEK TWP., FULTON COUNTY AND SECTIONS 17 AND 18, T 6 N, R 8 E
 AB5535'IN WASHINGTON TWP., HENRY COUNTY, OHIO LOCATED AT THE INTERSECTION OF
 AB5535'CENTERLINES OF COUNTY ROADS A AND 6. STATION IS AN ALUMINUM BERNTSEN
 AB5535'TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA. CONCRETE, COLUMN 48 IN.
 AB5535'LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE ROAD SURFACE, CAP AND
 AB5535'COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON NEENAH ADJUSTABLE
 AB5535'MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5530 ***********************************************************************
 AB5530  DESIGNATION -  FULTON NO 03
 AB5530  PID         -  AB5530
 AB5530  STATE/COUNTY-  OH/FULTON
 AB5530  USGS QUAD   -  NAPOLEON EAST (1977)
 AB5530
 AB5530                         *CURRENT SURVEY CONTROL
 AB5530  ___________________________________________________________________
 AB5530* NAD 83(1995)-  41 29 09.89228(N)    084 04 35.38711(W)     ADJUSTED  
 AB5530* NAVD 88     -       210.0    (meters)     689.     (feet)  GPS OBS   
 AB5530  ___________________________________________________________________
 AB5530  X           -     493,828.478 (meters)                     COMP
 AB5530  Y           -  -4,759,583.336 (meters)                     COMP
 AB5530  Z           -   4,203,130.172 (meters)                     COMP
 AB5530  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 AB5530  ELLIP HEIGHT-         174.85  (meters)          (10/07/05) GPS OBS
 AB5530  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 AB5530
 AB5530  HORZ ORDER  -  FIRST
 AB5530  ELLP ORDER  -  FOURTH    CLASS I
 AB5530
 AB5530.The horizontal coordinates were established by GPS observations
 AB5530.and adjusted by the National Geodetic Survey in April 1998..
 AB5530
 AB5530.The orthometric height was determined by GPS observations and a
 AB5530.high-resolution geoid model.
 AB5530
 AB5530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5530
 AB5530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5530
 AB5530.The ellipsoidal height was determined by GPS observations
 AB5530.and is referenced to NAD 83.
 AB5530
 AB5530.The geoid height was determined by GEOID03.
 AB5530
 AB5530;                    North         East     Units Scale Factor Converg.
 AB5530;SPC OH N     -   203,231.585   468,352.087   MT  0.99996576   -1 02 08.4
 AB5530;UTM  16      - 4,596,845.742   744,069.090   MT  1.00033315   +1 56 15.3
 AB5530;UTM  17      - 4,597,289.222   243,156.801   MT  1.00041191   -2 02 20.8
 AB5530
 AB5530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5530!SPC OH N     -   0.99997258  x   0.99996576  =   0.99993834
 AB5530!UTM  16      -   0.99997258  x   1.00033315  =   1.00030572
 AB5530!UTM  17      -   0.99997258  x   1.00041191  =   1.00038447
 AB5530
 AB5530                          SUPERSEDED SURVEY CONTROL
 AB5530
 AB5530  ELLIP H (04/01/98)  174.90   (m)                       GP(       ) 4 1
 AB5530  NAD 83(1995)-  41 29 09.89219(N)    084 04 35.38695(W) AD(       ) 1
 AB5530  NAD 83(1986)-  41 29 09.90077(N)    084 04 35.39966(W) AD(       ) 1
 AB5530
 AB5530.Superseded values are not recommended for survey control.
 AB5530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5530.See file dsdata.txt to determine how the superseded data were derived.
 AB5530
 AB5530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4406996846(NAD 83)
 AB5530_MARKER: A = ALUMINUM MARKER
 AB5530_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5530_STAMPING: FULTON NO. 3 1994
 AB5530_MARK LOGO: FULCOE
 AB5530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5530+STABILITY: SURFACE MOTION
 AB5530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5530+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5530
 AB5530  HISTORY     - Date     Condition        Report By
 AB5530  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5530
 AB5530                          STATION DESCRIPTION
 AB5530
 AB5530'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5530'STATION IS A COMMON SECTION CORNER OF SECTIONS 8 AND 9, T 6 N, R 7 E
 AB5530'IN YORK TWP., FULTON COUNTY AND SECTIONS 16 AND 17, T 6 N, R 7 E IN
 AB5530'LIBERTY TWP., HENRY COUNTY, OHIO LOCATED AT THE INTERSECTION OF
 AB5530'CENTERLINES OF COUNTY ROADS A AND 11. STATION IS AN ALUMINUM BERNTSEN
 AB5530'TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA. CONCRETE, COLUMN 48 IN.
 AB5530'LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE ROAD SURFACE, CAP AND
 AB5530'COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON NEENAH ADJUSTABLE
 AB5530'MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5533 ***********************************************************************
 AB5533  DESIGNATION -  FULTON NO 04
 AB5533  PID         -  AB5533
 AB5533  STATE/COUNTY-  OH/FULTON
 AB5533  USGS QUAD   -  NAPOLEON WEST (1971)
 AB5533
 AB5533                         *CURRENT SURVEY CONTROL
 AB5533  ___________________________________________________________________
 AB5533* NAD 83(1995)-  41 29 10.06769(N)    084 10 22.70984(W)     ADJUSTED  
 AB5533* NAVD 88     -       221.4    (meters)     726.     (feet)  GPS OBS   
 AB5533  ___________________________________________________________________
 AB5533  X           -     485,813.790 (meters)                     COMP
 AB5533  Y           -  -4,760,413.216 (meters)                     COMP
 AB5533  Z           -   4,203,141.917 (meters)                     COMP
 AB5533  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 AB5533  ELLIP HEIGHT-         186.46  (meters)          (10/07/05) GPS OBS
 AB5533  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 AB5533
 AB5533  HORZ ORDER  -  FIRST
 AB5533  ELLP ORDER  -  FOURTH    CLASS I
 AB5533
 AB5533.The horizontal coordinates were established by GPS observations
 AB5533.and adjusted by the National Geodetic Survey in April 1998..
 AB5533
 AB5533.The orthometric height was determined by GPS observations and a
 AB5533.high-resolution geoid model.
 AB5533
 AB5533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5533
 AB5533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5533
 AB5533.The ellipsoidal height was determined by GPS observations
 AB5533.and is referenced to NAD 83.
 AB5533
 AB5533.The geoid height was determined by GEOID03.
 AB5533
 AB5533;                    North         East     Units Scale Factor Converg.
 AB5533;SPC OH N     -   203,387.083   460,296.552   MT  0.99996576   -1 05 56.6
 AB5533;UTM  16      - 4,596,583.141   736,013.567   MT  1.00028555   +1 52 24.9
 AB5533
 AB5533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5533!SPC OH N     -   0.99997075  x   0.99996576  =   0.99993652
 AB5533!UTM  16      -   0.99997075  x   1.00028555  =   1.00025630
 AB5533
 AB5533                          SUPERSEDED SURVEY CONTROL
 AB5533
 AB5533  ELLIP H (04/01/98)  186.51   (m)                       GP(       ) 4 1
 AB5533  NAD 83(1995)-  41 29 10.06762(N)    084 10 22.70970(W) AD(       ) 1
 AB5533  NAD 83(1986)-  41 29 10.07593(N)    084 10 22.72264(W) AD(       ) 1
 AB5533
 AB5533.Superseded values are not recommended for survey control.
 AB5533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5533.See file dsdata.txt to determine how the superseded data were derived.
 AB5533
 AB5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL3601496583(NAD 83)
 AB5533_MARKER: A = ALUMINUM MARKER
 AB5533_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5533_STAMPING: FULTON NO. 4 1994
 AB5533_MARK LOGO: FULCOE
 AB5533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5533+STABILITY: SURFACE MOTION
 AB5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5533+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5533
 AB5533  HISTORY     - Date     Condition        Report By
 AB5533  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5533
 AB5533                          STATION DESCRIPTION
 AB5533
 AB5533'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5533'STATION IS A COMMON SECTION CORNER OF SECTIONS 9 AND 10 OF T 6 N, R 6
 AB5533'E IN CLINTON TWP., FULTON COUNTY, OHIO LOCATED AT THE INTERSECTION OF
 AB5533'CENTERLINES OF COUNTY ROADS A AND 16. STATION IS AN ALUMINUM BERNTSEN
 AB5533'TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA. CONCRETE, COLUMN 48 IN.
 AB5533'LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE ROAD SURFACE, CAP AND
 AB5533'COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON NEENAH ADJUSTABLE
 AB5533'MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5521 ***********************************************************************
 AB5521  DESIGNATION -  FULTON NO 05
 AB5521  PID         -  AB5521
 AB5521  STATE/COUNTY-  OH/FULTON
 AB5521  USGS QUAD   -  NAPOLEON WEST (1971)
 AB5521
 AB5521                         *CURRENT SURVEY CONTROL
 AB5521  ___________________________________________________________________
 AB5521* NAD 83(1995)-  41 29 35.38027(N)    084 14 54.03379(W)     ADJUSTED  
 AB5521* NAVD 88     -       226.2    (meters)     742.     (feet)  GPS OBS   
 AB5521  ___________________________________________________________________
 AB5521  X           -     479,499.981 (meters)                     COMP
 AB5521  Y           -  -4,760,537.160 (meters)                     COMP
 AB5521  Z           -   4,203,730.252 (meters)                     COMP
 AB5521  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 AB5521  ELLIP HEIGHT-         191.52  (meters)          (10/07/05) GPS OBS
 AB5521  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 AB5521
 AB5521  HORZ ORDER  -  FIRST
 AB5521  ELLP ORDER  -  FOURTH    CLASS I
 AB5521
 AB5521.The horizontal coordinates were established by GPS observations
 AB5521.and adjusted by the National Geodetic Survey in April 1998..
 AB5521
 AB5521.The orthometric height was determined by GPS observations and a
 AB5521.high-resolution geoid model.
 AB5521
 AB5521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5521
 AB5521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5521
 AB5521.The ellipsoidal height was determined by GPS observations
 AB5521.and is referenced to NAD 83.
 AB5521
 AB5521.The geoid height was determined by GEOID03.
 AB5521
 AB5521;                    North         East     Units Scale Factor Converg.
 AB5521;SPC OH N     -   204,291.262   454,019.369   MT  0.99996667   -1 08 54.9
 AB5521;UTM  16      - 4,597,160.760   729,696.039   MT  1.00024933   +1 49 25.9
 AB5521
 AB5521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5521!SPC OH N     -   0.99996996  x   0.99996667  =   0.99993663
 AB5521!UTM  16      -   0.99996996  x   1.00024933  =   1.00021928
 AB5521
 AB5521                          SUPERSEDED SURVEY CONTROL
 AB5521
 AB5521  ELLIP H (04/01/98)  191.57   (m)                       GP(       ) 4 1
 AB5521  NAD 83(1995)-  41 29 35.38020(N)    084 14 54.03366(W) AD(       ) 1
 AB5521  NAD 83(1986)-  41 29 35.38817(N)    084 14 54.04712(W) AD(       ) 1
 AB5521
 AB5521.Superseded values are not recommended for survey control.
 AB5521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5521.See file dsdata.txt to determine how the superseded data were derived.
 AB5521
 AB5521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL2969697161(NAD 83)
 AB5521_MARKER: A = ALUMINUM MARKER
 AB5521_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5521_STAMPING: FULTON NO. 5 1994
 AB5521_MARK LOGO: FULCOE
 AB5521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5521+STABILITY: SURFACE MOTION
 AB5521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5521+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5521
 AB5521  HISTORY     - Date     Condition        Report By
 AB5521  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5521
 AB5521                          STATION DESCRIPTION
 AB5521
 AB5521'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5521'STATION IS A COMMON QUARTER CORNER OF SECTIONS 11 AND 12, T 6 N, R 5 E
 AB5521'IN GERMAN TWP., FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE OF
 AB5521'COUNTY ROAD 20. TO REACH FROM THE INTERSECTION OF COUNTY ROADS A AND
 AB5521'20, GO NORTH 0.50 MI (0.80 KM) ON COUNTY ROAD 20 TO THE STATION.
 AB5521'STATION IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15
 AB5521'IN. DIA. CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN.
 AB5521'BELOW THE ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP
 AB5521'CAST IRON NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5519 ***********************************************************************
 AB5519  DESIGNATION -  FULTON NO 06
 AB5519  PID         -  AB5519
 AB5519  STATE/COUNTY-  OH/FULTON
 AB5519  USGS QUAD   -  RIDGEVILLE CORNERS (1977)
 AB5519
 AB5519                         *CURRENT SURVEY CONTROL
 AB5519  ___________________________________________________________________
 AB5519* NAD 83(1995)-  41 29 08.90750(N)    084 19 31.65453(W)     ADJUSTED  
 AB5519* NAVD 88     -       220.3    (meters)     723.     (feet)  GPS OBS   
 AB5519  ___________________________________________________________________
 AB5519  X           -     473,145.212 (meters)                     COMP
 AB5519  Y           -  -4,761,712.384 (meters)                     COMP
 AB5519  Z           -   4,203,114.666 (meters)                     COMP
 AB5519  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 AB5519  ELLIP HEIGHT-         185.80  (meters)          (10/07/05) GPS OBS
 AB5519  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 AB5519
 AB5519  HORZ ORDER  -  FIRST
 AB5519  ELLP ORDER  -  FOURTH    CLASS I
 AB5519
 AB5519.The horizontal coordinates were established by GPS observations
 AB5519.and adjusted by the National Geodetic Survey in April 1998..
 AB5519
 AB5519.The orthometric height was determined by GPS observations and a
 AB5519.high-resolution geoid model.
 AB5519
 AB5519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5519
 AB5519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5519
 AB5519.The ellipsoidal height was determined by GPS observations
 AB5519.and is referenced to NAD 83.
 AB5519
 AB5519.The geoid height was determined by GEOID03.
 AB5519
 AB5519;                    North         East     Units Scale Factor Converg.
 AB5519;SPC OH N     -   203,606.684   447,564.203   MT  0.99996572   -1 11 57.3
 AB5519;UTM  16      - 4,596,142.139   723,283.350   MT  1.00021358   +1 46 20.8
 AB5519
 AB5519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5519!SPC OH N     -   0.99997086  x   0.99996572  =   0.99993658
 AB5519!UTM  16      -   0.99997086  x   1.00021358  =   1.00018443
 AB5519
 AB5519                          SUPERSEDED SURVEY CONTROL
 AB5519
 AB5519  ELLIP H (04/01/98)  185.85   (m)                       GP(       ) 4 1
 AB5519  NAD 83(1995)-  41 29 08.90744(N)    084 19 31.65441(W) AD(       ) 1
 AB5519  NAD 83(1986)-  41 29 08.91522(N)    084 19 31.66834(W) AD(       ) 1
 AB5519
 AB5519.Superseded values are not recommended for survey control.
 AB5519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5519.See file dsdata.txt to determine how the superseded data were derived.
 AB5519
 AB5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL2328396142(NAD 83)
 AB5519_MARKER: A = ALUMINUM MARKER
 AB5519_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5519_STAMPING: FULTON NO. 6 1994
 AB5519_MARK LOGO: FULCOE
 AB5519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5519+STABILITY: SURFACE MOTION
 AB5519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5519+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5519
 AB5519  HISTORY     - Date     Condition        Report By
 AB5519  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5519
 AB5519                          STATION DESCRIPTION
 AB5519
 AB5519'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5519'STATION IS A COMMON SECTION CORNER OF SECTIONS 7, 8, 17 AND 18, T 6 N,
 AB5519'R 5 E IN GERMAN TWP., FULTON COUNTY, OHIO LOCATED AT THE INTERSECTION
 AB5519'OF CENTERLINES OF COUNTY ROADS 25 AND A. STATION IS AN ALUMINUM
 AB5519'BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA. CONCRETE,
 AB5519'COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE ROAD
 AB5519'SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON NEENAH
 AB5519'ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5537 ***********************************************************************
 AB5537  DESIGNATION -  FULTON NO 07
 AB5537  PID         -  AB5537
 AB5537  STATE/COUNTY-  OH/FULTON
 AB5537  USGS QUAD   -  SWANTON (1971)
 AB5537
 AB5537                         *CURRENT SURVEY CONTROL
 AB5537  ___________________________________________________________________
 AB5537* NAD 83(1995)-  41 32 15.38454(N)    083 56 27.19804(W)     ADJUSTED  
 AB5537* NAVD 88     -       208.8    (meters)     685.     (feet)  GPS OBS   
 AB5537  ___________________________________________________________________
 AB5537  X           -     504,691.638 (meters)                     COMP
 AB5537  Y           -  -4,754,628.502 (meters)                     COMP
 AB5537  Z           -   4,207,414.636 (meters)                     COMP
 AB5537  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AB5537  ELLIP HEIGHT-         173.54  (meters)          (10/07/05) GPS OBS
 AB5537  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 AB5537
 AB5537  HORZ ORDER  -  FIRST
 AB5537  ELLP ORDER  -  FOURTH    CLASS I
 AB5537
 AB5537.The horizontal coordinates were established by GPS observations
 AB5537.and adjusted by the National Geodetic Survey in April 1998..
 AB5537
 AB5537.The orthometric height was determined by GPS observations and a
 AB5537.high-resolution geoid model.
 AB5537
 AB5537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5537
 AB5537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5537
 AB5537.The ellipsoidal height was determined by GPS observations
 AB5537.and is referenced to NAD 83.
 AB5537
 AB5537.The geoid height was determined by GEOID03.
 AB5537
 AB5537;                    North         East     Units Scale Factor Converg.
 AB5537;SPC OH N     -   208,757.368   479,769.719   MT  0.99997272   -0 56 47.7
 AB5537;UTM  17      - 4,602,616.264   254,674.188   MT  1.00034071   -1 57 04.0
 AB5537;UTM  16      - 4,602,959.033   755,188.997   MT  1.00040148   +2 01 46.6
 AB5537
 AB5537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5537!SPC OH N     -   0.99997278  x   0.99997272  =   0.99994550
 AB5537!UTM  17      -   0.99997278  x   1.00034071  =   1.00031348
 AB5537!UTM  16      -   0.99997278  x   1.00040148  =   1.00037425
 AB5537
 AB5537                          SUPERSEDED SURVEY CONTROL
 AB5537
 AB5537  ELLIP H (04/01/98)  173.59   (m)                       GP(       ) 4 1
 AB5537  NAD 83(1995)-  41 32 15.38442(N)    083 56 27.19783(W) AD(       ) 1
 AB5537  NAD 83(1986)-  41 32 15.39349(N)    083 56 27.21029(W) AD(       ) 1
 AB5537
 AB5537.Superseded values are not recommended for survey control.
 AB5537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5537.See file dsdata.txt to determine how the superseded data were derived.
 AB5537
 AB5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5467402616(NAD 83)
 AB5537_MARKER: A = ALUMINUM MARKER
 AB5537_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5537_STAMPING: FULTON NO. 7 1994
 AB5537_MARK LOGO: FULCOE
 AB5537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5537+STABILITY: SURFACE MOTION
 AB5537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5537+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5537
 AB5537  HISTORY     - Date     Condition        Report By
 AB5537  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5537
 AB5537                          STATION DESCRIPTION
 AB5537
 AB5537'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5537'STATION IS A COMMON QUARTER CORNER OF SECTIONS 27 AND 28, T 7 N, R 8 E
 AB5537'IN SWAN CREEK TWP., FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE
 AB5537'OF COUNTY ROAD 4. TO REACH FROM THE INTERSECTION OF COUNTY ROAD D AND
 AB5537'TOWNSHIP ROAD 4, GO NORTH 0.50 MI (0.80 KM) ON TOWNSHIP ROAD 4 TO THE
 AB5537'STATION. STATION IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED
 AB5537'IN A 15 IN. DIA. CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF
 AB5537'60 IN. BELOW THE ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN.
 AB5537'DEEP CAST IRON NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5526 ***********************************************************************
 AB5526  DESIGNATION -  FULTON NO 08
 AB5526  PID         -  AB5526
 AB5526  STATE/COUNTY-  OH/FULTON
 AB5526  USGS QUAD   -  DELTA (1977)
 AB5526
 AB5526                         *CURRENT SURVEY CONTROL
 AB5526  ___________________________________________________________________
 AB5526* NAD 83(1995)-  41 31 47.91686(N)    084 02 15.43211(W)     ADJUSTED  
 AB5526* NAVD 88     -       214.7    (meters)     704.     (feet)  GPS OBS   
 AB5526  ___________________________________________________________________
 AB5526  X           -     496,722.580 (meters)                     COMP
 AB5526  Y           -  -4,756,037.103 (meters)                     COMP
 AB5526  Z           -   4,206,784.242 (meters)                     COMP
 AB5526  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 AB5526  ELLIP HEIGHT-         179.52  (meters)          (10/07/05) GPS OBS
 AB5526  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 AB5526
 AB5526  HORZ ORDER  -  FIRST
 AB5526  ELLP ORDER  -  FOURTH    CLASS I
 AB5526
 AB5526.The horizontal coordinates were established by GPS observations
 AB5526.and adjusted by the National Geodetic Survey in April 1998..
 AB5526
 AB5526.The orthometric height was determined by GPS observations and a
 AB5526.high-resolution geoid model.
 AB5526
 AB5526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5526
 AB5526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5526
 AB5526.The ellipsoidal height was determined by GPS observations
 AB5526.and is referenced to NAD 83.
 AB5526
 AB5526.The geoid height was determined by GEOID03.
 AB5526
 AB5526;                    North         East     Units Scale Factor Converg.
 AB5526;SPC OH N     -   208,047.938   471,684.127   MT  0.99997164   -1 00 36.5
 AB5526;UTM  16      - 4,601,830.359   747,147.886   MT  1.00035176   +1 57 54.3
 AB5526;UTM  17      - 4,602,048.498   246,574.214   MT  1.00039044   -2 00 54.2
 AB5526
 AB5526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5526!SPC OH N     -   0.99997184  x   0.99997164  =   0.99994348
 AB5526!UTM  16      -   0.99997184  x   1.00035176  =   1.00032359
 AB5526!UTM  17      -   0.99997184  x   1.00039044  =   1.00036227
 AB5526
 AB5526                          SUPERSEDED SURVEY CONTROL
 AB5526
 AB5526  ELLIP H (04/01/98)  179.57   (m)                       GP(       ) 4 1
 AB5526  NAD 83(1995)-  41 31 47.91674(N)    084 02 15.43188(W) AD(       ) 1
 AB5526  NAD 83(1986)-  41 31 47.92543(N)    084 02 15.44427(W) AD(       ) 1
 AB5526
 AB5526.Superseded values are not recommended for survey control.
 AB5526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5526.See file dsdata.txt to determine how the superseded data were derived.
 AB5526
 AB5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4714801830(NAD 83)
 AB5526_MARKER: A = ALUMINUM MARKER
 AB5526_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5526_STAMPING: FULTON NO. 8 1994
 AB5526_MARK LOGO: FULCOE
 AB5526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5526+STABILITY: SURFACE MOTION
 AB5526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5526+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5526
 AB5526  HISTORY     - Date     Condition        Report By
 AB5526  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5526
 AB5526                          STATION DESCRIPTION
 AB5526
 AB5526'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5526'STATION IS A COMMON SECTION CORNER OF SECTIONS 26, 27, 34 AND 35, T 7
 AB5526'N, R 7 E IN YORK TWP., FULTON COUNTY, OHIO LOCATED AT THE CENTERLINE
 AB5526'INTERSECTION OF COUNTY ROADS D AND 9. STATION IS AN ALUMINUM BERNTSEN
 AB5526'TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA. CONCRETE, COLUMN 48 IN.
 AB5526'LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE ROAD SURFACE, CAP AND
 AB5526'COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON NEENAH ADJUSTABLE
 AB5526'MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5536 ***********************************************************************
 AB5536  DESIGNATION -  FULTON NO 09
 AB5536  PID         -  AB5536
 AB5536  STATE/COUNTY-  OH/FULTON
 AB5536  USGS QUAD   -  DELTA (1977)
 AB5536
 AB5536                         *CURRENT SURVEY CONTROL
 AB5536  ___________________________________________________________________
 AB5536* NAD 83(1995)-  41 31 47.39721(N)    084 05 44.32928(W)     ADJUSTED  
 AB5536* NAVD 88     -       225.0    (meters)     738.     (feet)  GPS OBS   
 AB5536  ___________________________________________________________________
 AB5536  X           -     491,907.487 (meters)                     COMP
 AB5536  Y           -  -4,756,556.043 (meters)                     COMP
 AB5536  Z           -   4,206,779.135 (meters)                     COMP
 AB5536  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 AB5536  ELLIP HEIGHT-         189.92  (meters)          (10/07/05) GPS OBS
 AB5536  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 AB5536
 AB5536  HORZ ORDER  -  FIRST
 AB5536  ELLP ORDER  -  FOURTH    CLASS I
 AB5536
 AB5536.The horizontal coordinates were established by GPS observations
 AB5536.and adjusted by the National Geodetic Survey in April 1998..
 AB5536
 AB5536.The orthometric height was determined by GPS observations and a
 AB5536.high-resolution geoid model.
 AB5536
 AB5536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5536
 AB5536.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5536
 AB5536.The ellipsoidal height was determined by GPS observations
 AB5536.and is referenced to NAD 83.
 AB5536
 AB5536.The geoid height was determined by GEOID03.
 AB5536
 AB5536;                    North         East     Units Scale Factor Converg.
 AB5536;SPC OH N     -   208,118.893   466,841.956   MT  0.99997162   -1 02 53.7
 AB5536;UTM  16      - 4,601,649.841   742,306.789   MT  1.00032259   +1 55 35.6
 AB5536
 AB5536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5536!SPC OH N     -   0.99997021  x   0.99997162  =   0.99994183
 AB5536!UTM  16      -   0.99997021  x   1.00032259  =   1.00029279
 AB5536
 AB5536                          SUPERSEDED SURVEY CONTROL
 AB5536
 AB5536  ELLIP H (04/01/98)  189.97   (m)                       GP(       ) 4 1
 AB5536  NAD 83(1995)-  41 31 47.39711(N)    084 05 44.32912(W) AD(       ) 1
 AB5536  NAD 83(1986)-  41 31 47.40566(N)    084 05 44.34183(W) AD(       ) 1
 AB5536
 AB5536.Superseded values are not recommended for survey control.
 AB5536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5536.See file dsdata.txt to determine how the superseded data were derived.
 AB5536
 AB5536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4230701650(NAD 83)
 AB5536_MARKER: A = ALUMINUM MARKER
 AB5536_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5536_STAMPING: FULTON NO. 9 1994
 AB5536_MARK LOGO: FULCOE
 AB5536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5536+STABILITY: SURFACE MOTION
 AB5536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5536+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5536
 AB5536  HISTORY     - Date     Condition        Report By
 AB5536  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5536
 AB5536                          STATION DESCRIPTION
 AB5536
 AB5536'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5536'STATION IS A COMMON SECTION CORNER OF SECTIONS 29, 30, 31 AND 32, T 7
 AB5536'N, R 7 E IN YORK TWP., FULTON COUNTY, OHIO LOCATED AT THE INTERSECTION
 AB5536'OF CENTERLINES OF COUNTY ROADS D AND 12. STATION IS AN ALUMINUM
 AB5536'BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA. CONCRETE,
 AB5536'COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE ROAD
 AB5536'SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON NEENAH
 AB5536'ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5525 ***********************************************************************
 AB5525  DESIGNATION -  FULTON NO 10
 AB5525  PID         -  AB5525
 AB5525  STATE/COUNTY-  OH/FULTON
 AB5525  USGS QUAD   -  WAUSEON (1977)
 AB5525
 AB5525                         *CURRENT SURVEY CONTROL
 AB5525  ___________________________________________________________________
 AB5525* NAD 83(1995)-  41 31 46.31240(N)    084 09 46.96500(W)     ADJUSTED  
 AB5525* NAVD 88     -       231.1    (meters)     758.     (feet)  GPS OBS   
 AB5525  ___________________________________________________________________
 AB5525  X           -     486,314.593 (meters)                     COMP
 AB5525  Y           -  -4,757,158.105 (meters)                     COMP
 AB5525  Z           -   4,206,758.204 (meters)                     COMP
 AB5525  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 AB5525  ELLIP HEIGHT-         196.14  (meters)          (10/07/05) GPS OBS
 AB5525  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 AB5525
 AB5525  HORZ ORDER  -  FIRST
 AB5525  ELLP ORDER  -  FOURTH    CLASS I
 AB5525
 AB5525.The horizontal coordinates were established by GPS observations
 AB5525.and adjusted by the National Geodetic Survey in April 1998..
 AB5525
 AB5525.The orthometric height was determined by GPS observations and a
 AB5525.high-resolution geoid model.
 AB5525
 AB5525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5525
 AB5525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5525
 AB5525.The ellipsoidal height was determined by GPS observations
 AB5525.and is referenced to NAD 83.
 AB5525
 AB5525.The geoid height was determined by GEOID03.
 AB5525
 AB5525;                    North         East     Units Scale Factor Converg.
 AB5525;SPC OH N     -   208,190.509   461,217.500   MT  0.99997158   -1 05 33.1
 AB5525;UTM  16      - 4,601,429.419   736,684.316   MT  1.00028944   +1 52 54.4
 AB5525
 AB5525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5525!SPC OH N     -   0.99996924  x   0.99997158  =   0.99994082
 AB5525!UTM  16      -   0.99996924  x   1.00028944  =   1.00025867
 AB5525
 AB5525                          SUPERSEDED SURVEY CONTROL
 AB5525
 AB5525  ELLIP H (04/01/98)  196.19   (m)                       GP(       ) 4 1
 AB5525  NAD 83(1995)-  41 31 46.31233(N)    084 09 46.96486(W) AD(       ) 1
 AB5525  NAD 83(1986)-  41 31 46.32070(N)    084 09 46.97785(W) AD(       ) 1
 AB5525
 AB5525.Superseded values are not recommended for survey control.
 AB5525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5525.See file dsdata.txt to determine how the superseded data were derived.
 AB5525
 AB5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3668401429(NAD 83)
 AB5525_MARKER: A = ALUMINUM MARKER
 AB5525_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5525_STAMPING: FULTON NO. 10 1994
 AB5525_MARK LOGO: FULCOE
 AB5525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5525+STABILITY: SURFACE MOTION
 AB5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5525+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5525
 AB5525  HISTORY     - Date     Condition        Report By
 AB5525  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5525
 AB5525                          STATION DESCRIPTION
 AB5525
 AB5525'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5525'STATION IS A COMMON QUARTER CORNER OF SECTIONS 27 AND 34, T 7 N, R 6 E
 AB5525'IN CLINTON TWP., FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE OF
 AB5525'COUNTY ROAD D. TO REACH FROM THE INTERSECTION OF COUNTY ROADS D AND
 AB5525'16, GO EAST 0.50 MI (0.80 KM) ON COUNTY ROAD D TO THE STATION. STATION
 AB5525'IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA.
 AB5525'CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE
 AB5525'ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON
 AB5525'NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5528 ***********************************************************************
 AB5528  DESIGNATION -  FULTON NO 11
 AB5528  PID         -  AB5528
 AB5528  STATE/COUNTY-  OH/FULTON
 AB5528  USGS QUAD   -  WAUSEON (1977)
 AB5528
 AB5528                         *CURRENT SURVEY CONTROL
 AB5528  ___________________________________________________________________
 AB5528* NAD 83(1995)-  41 31 44.08757(N)    084 14 19.87624(W)     ADJUSTED  
 AB5528* NAVD 88     -       226.5    (meters)     743.     (feet)  GPS OBS   
 AB5528  ___________________________________________________________________
 AB5528  X           -     480,024.162 (meters)                     COMP
 AB5528  Y           -  -4,757,839.428 (meters)                     COMP
 AB5528  Z           -   4,206,703.934 (meters)                     COMP
 AB5528  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 AB5528  ELLIP HEIGHT-         191.79  (meters)          (10/07/05) GPS OBS
 AB5528  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 AB5528
 AB5528  HORZ ORDER  -  FIRST
 AB5528  ELLP ORDER  -  FOURTH    CLASS I
 AB5528
 AB5528.The horizontal coordinates were established by GPS observations
 AB5528.and adjusted by the National Geodetic Survey in April 1998..
 AB5528
 AB5528.The orthometric height was determined by GPS observations and a
 AB5528.high-resolution geoid model.
 AB5528
 AB5528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5528
 AB5528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5528
 AB5528.The ellipsoidal height was determined by GPS observations
 AB5528.and is referenced to NAD 83.
 AB5528
 AB5528.The geoid height was determined by GEOID03.
 AB5528
 AB5528;                    North         East     Units Scale Factor Converg.
 AB5528;SPC OH N     -   208,245.267   454,890.657   MT  0.99997149   -1 08 32.4
 AB5528;UTM  16      - 4,601,155.761   730,361.259   MT  1.00025310   +1 49 53.2
 AB5528
 AB5528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5528!SPC OH N     -   0.99996992  x   0.99997149  =   0.99994141
 AB5528!UTM  16      -   0.99996992  x   1.00025310  =   1.00022301
 AB5528
 AB5528                          SUPERSEDED SURVEY CONTROL
 AB5528
 AB5528  ELLIP H (04/01/98)  191.84   (m)                       GP(       ) 4 1
 AB5528  NAD 83(1995)-  41 31 44.08750(N)    084 14 19.87610(W) AD(       ) 1
 AB5528  NAD 83(1986)-  41 31 44.09559(N)    084 14 19.88933(W) AD(       ) 1
 AB5528
 AB5528.Superseded values are not recommended for survey control.
 AB5528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5528.See file dsdata.txt to determine how the superseded data were derived.
 AB5528
 AB5528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3036101156(NAD 83)
 AB5528_MARKER: A = ALUMINUM MARKER
 AB5528_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5528_STAMPING: FULTON NO. 11 1994
 AB5528_MARK LOGO: FULCOE
 AB5528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5528+STABILITY: SURFACE MOTION
 AB5528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5528+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5528
 AB5528  HISTORY     - Date     Condition        Report By
 AB5528  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5528
 AB5528                          STATION DESCRIPTION
 AB5528
 AB5528'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5528'STATION IS A COMMON QUARTER CORNER OF SECTIONS 25 AND 36, T 7 N, R 5 E
 AB5528'IN GERMAN TWP., FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE OF
 AB5528'COUNTY ROAD D. TO REACH FROM THE INTERSECTION OF COUNTY ROADS D AND
 AB5528'19, GO WEST 0.50 MI (0.80 KM) ON COUNTY ROAD D TO THE STATION. STATION
 AB5528'IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA.
 AB5528'CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE
 AB5528'ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON
 AB5528'NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5512 ***********************************************************************
 AB5512  DESIGNATION -  FULTON NO 12
 AB5512  PID         -  AB5512
 AB5512  STATE/COUNTY-  OH/FULTON
 AB5512  USGS QUAD   -  ARCHBOLD (1971)
 AB5512
 AB5512                         *CURRENT SURVEY CONTROL
 AB5512  ___________________________________________________________________
 AB5512* NAD 83(1995)-  41 32 09.84855(N)    084 17 13.87452(W)     ADJUSTED  
 AB5512* NAVD 88     -       225.8    (meters)     741.     (feet)  GPS OBS   
 AB5512  ___________________________________________________________________
 AB5512  X           -     475,957.936 (meters)                     COMP
 AB5512  Y           -  -4,757,717.901 (meters)                     COMP
 AB5512  Z           -   4,207,298.526 (meters)                     COMP
 AB5512  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 AB5512  ELLIP HEIGHT-         191.24  (meters)          (10/07/05) GPS OBS
 AB5512  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 AB5512
 AB5512  HORZ ORDER  -  FIRST
 AB5512  ELLP ORDER  -  FOURTH    CLASS I
 AB5512
 AB5512.The horizontal coordinates were established by GPS observations
 AB5512.and adjusted by the National Geodetic Survey in April 1998..
 AB5512
 AB5512.The orthometric height was determined by GPS observations and a
 AB5512.high-resolution geoid model.
 AB5512
 AB5512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5512
 AB5512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5512
 AB5512.The ellipsoidal height was determined by GPS observations
 AB5512.and is referenced to NAD 83.
 AB5512
 AB5512.The geoid height was determined by GEOID03.
 AB5512
 AB5512;                    North         East     Units Scale Factor Converg.
 AB5512;SPC OH N     -   209,121.369   450,874.067   MT  0.99997250   -1 10 26.7
 AB5512;UTM  16      - 4,601,822.489   726,303.534   MT  1.00023029   +1 47 58.6
 AB5512
 AB5512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5512!SPC OH N     -   0.99997000  x   0.99997250  =   0.99994251
 AB5512!UTM  16      -   0.99997000  x   1.00023029  =   1.00020029
 AB5512
 AB5512                          SUPERSEDED SURVEY CONTROL
 AB5512
 AB5512  ELLIP H (04/01/98)  191.29   (m)                       GP(       ) 4 1
 AB5512  NAD 83(1995)-  41 32 09.84848(N)    084 17 13.87439(W) AD(       ) 1
 AB5512  NAD 83(1986)-  41 32 09.85645(N)    084 17 13.88795(W) AD(       ) 1
 AB5512
 AB5512.Superseded values are not recommended for survey control.
 AB5512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5512.See file dsdata.txt to determine how the superseded data were derived.
 AB5512
 AB5512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2630401822(NAD 83)
 AB5512_MARKER: A = ALUMINUM MARKER
 AB5512_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5512_STAMPING: FULTON NO. 12 1994
 AB5512_MARK LOGO: FULCOE
 AB5512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5512+STABILITY: SURFACE MOTION
 AB5512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5512+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5512
 AB5512  HISTORY     - Date     Condition        Report By
 AB5512  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5512
 AB5512                          STATION DESCRIPTION
 AB5512
 AB5512'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5512'STATION IS A COMMON QUARTER CORNER OF SECTIONS 27 AND 28, T 7 N, R 5 E
 AB5512'IN GERMAN TWP., FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE OF
 AB5512'COUNTY ROAD 22. TO REACH FROM THE INTERSECTION OF COUNTY ROADS 22 AND
 AB5512'D, GO NORTH 0.50 MI (0.80 KM) ON COUNTY ROAD D TO THE STATION. STATION
 AB5512'IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA.
 AB5512'CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE
 AB5512'ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON
 AB5512'NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5511 ***********************************************************************
 AB5511  DESIGNATION -  FULTON NO 13
 AB5511  PID         -  AB5511
 AB5511  STATE/COUNTY-  OH/FULTON
 AB5511  USGS QUAD   -  ARCHBOLD (1971)
 AB5511
 AB5511                         *CURRENT SURVEY CONTROL
 AB5511  ___________________________________________________________________
 AB5511* NAD 83(1995)-  41 31 43.01753(N)    084 21 41.38915(W)     ADJUSTED  
 AB5511* NAVD 88     -       218.3    (meters)     716.     (feet)  GPS OBS   
 AB5511  ___________________________________________________________________
 AB5511  X           -     469,840.419 (meters)                     COMP
 AB5511  Y           -  -4,758,871.983 (meters)                     COMP
 AB5511  Z           -   4,206,674.035 (meters)                     COMP
 AB5511  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 AB5511  ELLIP HEIGHT-         183.97  (meters)          (10/07/05) GPS OBS
 AB5511  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 AB5511
 AB5511  HORZ ORDER  -  FIRST
 AB5511  ELLP ORDER  -  FOURTH    CLASS I
 AB5511
 AB5511.The horizontal coordinates were established by GPS observations
 AB5511.and adjusted by the National Geodetic Survey in April 1998..
 AB5511
 AB5511.The orthometric height was determined by GPS observations and a
 AB5511.high-resolution geoid model.
 AB5511
 AB5511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5511
 AB5511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5511
 AB5511.The ellipsoidal height was determined by GPS observations
 AB5511.and is referenced to NAD 83.
 AB5511
 AB5511.The geoid height was determined by GEOID03.
 AB5511
 AB5511;                    North         East     Units Scale Factor Converg.
 AB5511;SPC OH N     -   208,423.513   444,656.804   MT  0.99997145   -1 13 22.5
 AB5511;UTM  16      - 4,600,802.833   720,129.349   MT  1.00019636   +1 45 00.0
 AB5511
 AB5511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5511!SPC OH N     -   0.99997115  x   0.99997145  =   0.99994260
 AB5511!UTM  16      -   0.99997115  x   1.00019636  =   1.00016750
 AB5511
 AB5511                          SUPERSEDED SURVEY CONTROL
 AB5511
 AB5511  ELLIP H (04/01/98)  184.03   (m)                       GP(       ) 4 1
 AB5511  NAD 83(1995)-  41 31 43.01748(N)    084 21 41.38906(W) AD(       ) 1
 AB5511  NAD 83(1986)-  41 31 43.02499(N)    084 21 41.40369(W) AD(       ) 1
 AB5511
 AB5511.Superseded values are not recommended for survey control.
 AB5511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5511.See file dsdata.txt to determine how the superseded data were derived.
 AB5511
 AB5511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2012900803(NAD 83)
 AB5511_MARKER: A = ALUMINUM MARKER
 AB5511_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5511_STAMPING: FULTON NO. 13 1994
 AB5511_MARK LOGO: FULCOE
 AB5511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5511+STABILITY: SURFACE MOTION
 AB5511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5511+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5511
 AB5511  HISTORY     - Date     Condition        Report By
 AB5511  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5511
 AB5511                          STATION DESCRIPTION
 AB5511
 AB5511'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5511'STATION IS A COMMON SECTION CORNER OF SECTIONS 25, 26, 35 AND 36, T 7
 AB5511'N, R 4 E IN GERMAN TWP., FULTON COUNTY, OHIO LOCATED AT THE
 AB5511'INTERSECTION OF CENTERLINES OF COUNTY ROADS 26 AND D. STATION IS AN
 AB5511'ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA.
 AB5511'CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE
 AB5511'ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON
 AB5511'NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5539 ***********************************************************************
 AB5539  DESIGNATION -  FULTON NO 14
 AB5539  PID         -  AB5539
 AB5539  STATE/COUNTY-  OH/FULTON
 AB5539  USGS QUAD   -  SWANTON (1971)
 AB5539
 AB5539                         *CURRENT SURVEY CONTROL
 AB5539  ___________________________________________________________________
 AB5539* NAD 83(1995)-  41 35 19.27658(N)    083 57 01.55530(W)     ADJUSTED  
 AB5539* NAVD 88     -       217.9    (meters)     715.     (feet)  GPS OBS   
 AB5539  ___________________________________________________________________
 AB5539  X           -     503,503.693 (meters)                     COMP
 AB5539  Y           -  -4,750,976.241 (meters)                     COMP
 AB5539  Z           -   4,211,665.747 (meters)                     COMP
 AB5539  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AB5539  ELLIP HEIGHT-         182.70  (meters)          (10/07/05) GPS OBS
 AB5539  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 AB5539
 AB5539  HORZ ORDER  -  FIRST
 AB5539  ELLP ORDER  -  FOURTH    CLASS I
 AB5539
 AB5539.The horizontal coordinates were established by GPS observations
 AB5539.and adjusted by the National Geodetic Survey in April 1998..
 AB5539
 AB5539.The orthometric height was determined by GPS observations and a
 AB5539.high-resolution geoid model.
 AB5539
 AB5539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5539
 AB5539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5539
 AB5539.The ellipsoidal height was determined by GPS observations
 AB5539.and is referenced to NAD 83.
 AB5539
 AB5539.The geoid height was determined by GEOID03.
 AB5539
 AB5539;                    North         East     Units Scale Factor Converg.
 AB5539;SPC OH N     -   214,442.965   479,067.794   MT  0.99998043   -0 57 10.3
 AB5539;UTM  17      - 4,608,315.389   254,071.927   MT  1.00034435   -1 57 33.9
 AB5539;UTM  16      - 4,608,602.880   754,192.298   MT  1.00039522   +2 01 31.2
 AB5539
 AB5539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5539!SPC OH N     -   0.99997134  x   0.99998043  =   0.99995178
 AB5539!UTM  17      -   0.99997134  x   1.00034435  =   1.00031568
 AB5539!UTM  16      -   0.99997134  x   1.00039522  =   1.00036655
 AB5539
 AB5539                          SUPERSEDED SURVEY CONTROL
 AB5539
 AB5539  ELLIP H (04/01/98)  182.75   (m)                       GP(       ) 4 1
 AB5539  NAD 83(1995)-  41 35 19.27640(N)    083 57 01.55499(W) AD(       ) 1
 AB5539  NAD 83(1986)-  41 35 19.28519(N)    083 57 01.56774(W) AD(       ) 1
 AB5539
 AB5539.Superseded values are not recommended for survey control.
 AB5539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5539.See file dsdata.txt to determine how the superseded data were derived.
 AB5539
 AB5539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5407208315(NAD 83)
 AB5539_MARKER: A = ALUMINUM MARKER
 AB5539_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5539_STAMPING: FULTON NO. 14 1994
 AB5539_MARK LOGO: FULCOE
 AB5539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5539+STABILITY: SURFACE MOTION
 AB5539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5539+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5539
 AB5539  HISTORY     - Date     Condition        Report By
 AB5539  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5539
 AB5539                          STATION DESCRIPTION
 AB5539
 AB5539'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5539'STATION IS A COMMON QUARTER CORNER OF SECTION 4, T 7 N, R 8 E IN
 AB5539'FULTON TWP AND SECTION 9, T 7 N, R 8 E IN SWAN CREEK TWP, FULTON
 AB5539'COUNTY, OHIO LOCATED ALONG THE CENTERLINE OF COUNTY ROAD H. TO REACH
 AB5539'FROM THE INTERSECTION OF COUNTY ROAD H AND TOWNSHIP ROAD 4, GO WEST
 AB5539'0.50 MI (0.80 KM) ON COUNTY ROAD H TO THE STATION. STATION IS AN
 AB5539'ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA.
 AB5539'CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE
 AB5539'ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON
 AB5539'NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5538 ***********************************************************************
 AB5538  DESIGNATION -  FULTON NO 15
 AB5538  PID         -  AB5538
 AB5538  STATE/COUNTY-  OH/FULTON
 AB5538  USGS QUAD   -  DELTA (1977)
 AB5538
 AB5538                         *CURRENT SURVEY CONTROL
 AB5538  ___________________________________________________________________
 AB5538* NAD 83(1995)-  41 35 17.21083(N)    084 01 05.95802(W)     ADJUSTED  
 AB5538* NAVD 88     -       226.7    (meters)     744.     (feet)  GPS OBS   
 AB5538  ___________________________________________________________________
 AB5538  X           -     497,879.019 (meters)                     COMP
 AB5538  Y           -  -4,751,618.171 (meters)                     COMP
 AB5538  Z           -   4,211,623.960 (meters)                     COMP
 AB5538  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 AB5538  ELLIP HEIGHT-         191.56  (meters)          (10/07/05) GPS OBS
 AB5538  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 AB5538
 AB5538  HORZ ORDER  -  FIRST
 AB5538  ELLP ORDER  -  FOURTH    CLASS I
 AB5538
 AB5538.The horizontal coordinates were established by GPS observations
 AB5538.and adjusted by the National Geodetic Survey in April 1998..
 AB5538
 AB5538.The orthometric height was determined by GPS observations and a
 AB5538.high-resolution geoid model.
 AB5538
 AB5538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5538
 AB5538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5538
 AB5538.The ellipsoidal height was determined by GPS observations
 AB5538.and is referenced to NAD 83.
 AB5538
 AB5538.The geoid height was determined by GEOID03.
 AB5538
 AB5538;                    North         East     Units Scale Factor Converg.
 AB5538;SPC OH N     -   214,475.583   473,406.831   MT  0.99998034   -0 59 50.9
 AB5538;UTM  16      - 4,608,341.258   748,535.038   MT  1.00036021   +1 58 48.6
 AB5538;UTM  17      - 4,608,447.522   248,410.253   MT  1.00037902   -2 00 16.3
 AB5538
 AB5538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5538!SPC OH N     -   0.99996995  x   0.99998034  =   0.99995030
 AB5538!UTM  16      -   0.99996995  x   1.00036021  =   1.00033015
 AB5538!UTM  17      -   0.99996995  x   1.00037902  =   1.00034896
 AB5538
 AB5538                          SUPERSEDED SURVEY CONTROL
 AB5538
 AB5538  ELLIP H (04/01/98)  191.61   (m)                       GP(       ) 4 1
 AB5538  NAD 83(1995)-  41 35 17.21062(N)    084 01 05.95764(W) AD(       ) 1
 AB5538  NAD 83(1986)-  41 35 17.21919(N)    084 01 05.97061(W) AD(       ) 1
 AB5538
 AB5538.Superseded values are not recommended for survey control.
 AB5538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5538.See file dsdata.txt to determine how the superseded data were derived.
 AB5538
 AB5538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4853508341(NAD 83)
 AB5538_MARKER: A = ALUMINUM MARKER
 AB5538_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5538_STAMPING: FULTON NO. 15 1994
 AB5538_MARK LOGO: FULCOE
 AB5538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5538+STABILITY: SURFACE MOTION
 AB5538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5538+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5538
 AB5538  HISTORY     - Date     Condition        Report By
 AB5538  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5538
 AB5538                          STATION DESCRIPTION
 AB5538
 AB5538'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5538'STATION IS A COMMON SECTION CORNER OF SECTIONS 1 AND 2 OF T 7 N, R 7 E
 AB5538'IN PIKE TWP. AND SECTIONS 11 AND 12 OF T 7 N, R 7 E IN YORK TWP.,
 AB5538'FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE OF COUNTY ROAD H. TO
 AB5538'REACH FROM THE INTERSECTION OF STATE ROUTE 109 AND COUNTY ROAD H GO
 AB5538'EAST 1.0 MI (1.6 KM) TO THE STATION. STATION IS AN ALUMINUM BERNTSEN
 AB5538'TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA. CONCRETE, COLUMN 48 IN.
 AB5538'LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE ROAD SURFACE, CAP AND
 AB5538'COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON NEENAH ADJUSTABLE
 AB5538'MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5549 ***********************************************************************
 AB5549  DESIGNATION -  FULTON NO 16
 AB5549  PID         -  AB5549
 AB5549  STATE/COUNTY-  OH/FULTON
 AB5549  USGS QUAD   -  DELTA (1977)
 AB5549
 AB5549                         *CURRENT SURVEY CONTROL
 AB5549  ___________________________________________________________________
 AB5549* NAD 83(1995)-  41 35 42.16088(N)    084 04 34.50289(W)     ADJUSTED  
 AB5549* NAVD 88     -       231.2    (meters)     759.     (feet)  GPS OBS   
 AB5549  ___________________________________________________________________
 AB5549  X           -     493,022.238 (meters)                     COMP
 AB5549  Y           -  -4,751,614.253 (meters)                     COMP
 AB5549  Z           -   4,212,202.688 (meters)                     COMP
 AB5549  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 AB5549  ELLIP HEIGHT-         196.11  (meters)          (10/07/05) GPS OBS
 AB5549  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 AB5549
 AB5549  HORZ ORDER  -  FIRST
 AB5549  ELLP ORDER  -  FOURTH    CLASS I
 AB5549
 AB5549.The horizontal coordinates were established by GPS observations
 AB5549.and adjusted by the National Geodetic Survey in April 1998..
 AB5549
 AB5549.The orthometric height was determined by GPS observations and a
 AB5549.high-resolution geoid model.
 AB5549
 AB5549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5549
 AB5549.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5549
 AB5549.The ellipsoidal height was determined by GPS observations
 AB5549.and is referenced to NAD 83.
 AB5549
 AB5549.The geoid height was determined by GEOID03.
 AB5549
 AB5549;                    North         East     Units Scale Factor Converg.
 AB5549;SPC OH N     -   215,330.878   468,591.298   MT  0.99998145   -1 02 07.9
 AB5549;UTM  16      - 4,608,945.479   743,679.809   MT  1.00033080   +1 56 30.9
 AB5549;UTM  17      - 4,609,387.740   243,608.520   MT  1.00040904   -2 02 35.9
 AB5549
 AB5549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5549!SPC OH N     -   0.99996924  x   0.99998145  =   0.99995069
 AB5549!UTM  16      -   0.99996924  x   1.00033080  =   1.00030003
 AB5549!UTM  17      -   0.99996924  x   1.00040904  =   1.00037827
 AB5549
 AB5549                          SUPERSEDED SURVEY CONTROL
 AB5549
 AB5549  ELLIP H (04/01/98)  196.17   (m)                       GP(       ) 4 1
 AB5549  NAD 83(1995)-  41 35 42.16060(N)    084 04 34.50243(W) AD(       ) 1
 AB5549  NAD 83(1986)-  41 35 42.16841(N)    084 04 34.51644(W) AD(       ) 1
 AB5549
 AB5549.Superseded values are not recommended for survey control.
 AB5549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5549.See file dsdata.txt to determine how the superseded data were derived.
 AB5549
 AB5549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4368008945(NAD 83)
 AB5549_MARKER: A = ALUMINUM MARKER
 AB5549_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5549_STAMPING: FULTON NO. 16 1994
 AB5549_MARK LOGO: FULCOE
 AB5549_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5549+STABILITY: SURFACE MOTION
 AB5549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5549+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5549
 AB5549  HISTORY     - Date     Condition        Report By
 AB5549  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5549
 AB5549                          STATION DESCRIPTION
 AB5549
 AB5549'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5549'STATION IS A COMMON QUARTER CORNER OF SECTIONS 4 AND 5, T 7 N, R 7 E
 AB5549'IN PIKE TWP., FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE OF
 AB5549'COUNTY ROAD 11. TO REACH FROM THE INTERSECTION OF COUNTY ROADS H AND
 AB5549'11, GO NORTH 0.50 MI (0.80 KM) ON COUNTY ROAD 11 TO THE STATION.
 AB5549'STATION IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15
 AB5549'IN. DIA. CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN.
 AB5549'BELOW THE ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP
 AB5549'CAST IRON NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5544 ***********************************************************************
 AB5544  DESIGNATION -  FULTON NO 17
 AB5544  PID         -  AB5544
 AB5544  STATE/COUNTY-  OH/FULTON
 AB5544  USGS QUAD   -  WAUSEON (1977)
 AB5544
 AB5544                         *CURRENT SURVEY CONTROL
 AB5544  ___________________________________________________________________
 AB5544* NAD 83(1995)-  41 35 43.53037(N)    084 08 03.74687(W)     ADJUSTED  
 AB5544* NAVD 88     -       237.7    (meters)     780.     (feet)  GPS OBS   
 AB5544  ___________________________________________________________________
 AB5544  X           -     488,199.385 (meters)                     COMP
 AB5544  Y           -  -4,752,089.025 (meters)                     COMP
 AB5544  Z           -   4,212,238.728 (meters)                     COMP
 AB5544  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 AB5544  ELLIP HEIGHT-         202.80  (meters)          (10/07/05) GPS OBS
 AB5544  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 AB5544
 AB5544  HORZ ORDER  -  FIRST
 AB5544  ELLP ORDER  -  FOURTH    CLASS I
 AB5544
 AB5544.The horizontal coordinates were established by GPS observations
 AB5544.and adjusted by the National Geodetic Survey in April 1998..
 AB5544
 AB5544.The orthometric height was determined by GPS observations and a
 AB5544.high-resolution geoid model.
 AB5544
 AB5544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5544
 AB5544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5544
 AB5544.The ellipsoidal height was determined by GPS observations
 AB5544.and is referenced to NAD 83.
 AB5544
 AB5544.The geoid height was determined by GEOID03.
 AB5544
 AB5544;                    North         East     Units Scale Factor Converg.
 AB5544;SPC OH N     -   215,462.311   463,747.028   MT  0.99998151   -1 04 25.3
 AB5544;UTM  16      - 4,608,825.088   738,833.628   MT  1.00030201   +1 54 11.8
 AB5544
 AB5544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5544!SPC OH N     -   0.99996819  x   0.99998151  =   0.99994970
 AB5544!UTM  16      -   0.99996819  x   1.00030201  =   1.00027019
 AB5544
 AB5544                          SUPERSEDED SURVEY CONTROL
 AB5544
 AB5544  ELLIP H (04/01/98)  202.87   (m)                       GP(       ) 4 1
 AB5544  NAD 83(1995)-  41 35 43.53028(N)    084 08 03.74668(W) AD(       ) 1
 AB5544  NAD 83(1986)-  41 35 43.53796(N)    084 08 03.76114(W) AD(       ) 1
 AB5544
 AB5544.Superseded values are not recommended for survey control.
 AB5544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5544.See file dsdata.txt to determine how the superseded data were derived.
 AB5544
 AB5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3883408825(NAD 83)
 AB5544_MARKER: A = ALUMINUM MARKER
 AB5544_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5544_STAMPING: FULTON NO. 17
 AB5544_MARK LOGO: FULCOE
 AB5544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5544+STABILITY: SURFACE MOTION
 AB5544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5544+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5544
 AB5544  HISTORY     - Date     Condition        Report By
 AB5544  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5544
 AB5544                          STATION DESCRIPTION
 AB5544
 AB5544'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5544'STATION IS A COMMON QUARTER CORNER OF SECTIONS 1 AND 2, T 7 N, R 6 E
 AB5544'IN DOVER TWP., FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE OF
 AB5544'COUNTY ROAD 14. TO REACH FROM THE INTERSECTION OF COUNTY ROADS J AND
 AB5544'14, GO SOUTH 0.50 MI (0.80 KM) ON COUNTY ROAD 14 TO THE STATION.
 AB5544'STATION IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15
 AB5544'IN. DIA. CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN.
 AB5544'BELOW THE ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP
 AB5544'CAST IRON NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5550 ***********************************************************************
 AB5550  DESIGNATION -  FULTON NO 18
 AB5550  PID         -  AB5550
 AB5550  STATE/COUNTY-  OH/FULTON
 AB5550  USGS QUAD   -  WAUSEON (1977)
 AB5550
 AB5550                         *CURRENT SURVEY CONTROL
 AB5550  ___________________________________________________________________
 AB5550* NAD 83(1995)-  41 36 06.06205(N)    084 13 47.45757(W)     ADJUSTED  
 AB5550* NAVD 88     -       225.9    (meters)     741.     (feet)  GPS OBS   
 AB5550  ___________________________________________________________________
 AB5550  X           -     480,232.770 (meters)                     COMP
 AB5550  Y           -  -4,752,428.180 (meters)                     COMP
 AB5550  Z           -   4,212,750.922 (meters)                     COMP
 AB5550  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 AB5550  ELLIP HEIGHT-         191.27  (meters)          (10/07/05) GPS OBS
 AB5550  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AB5550
 AB5550  HORZ ORDER  -  FIRST
 AB5550  ELLP ORDER  -  FOURTH    CLASS I
 AB5550
 AB5550.The horizontal coordinates were established by GPS observations
 AB5550.and adjusted by the National Geodetic Survey in April 1998..
 AB5550
 AB5550.The orthometric height was determined by GPS observations and a
 AB5550.high-resolution geoid model.
 AB5550
 AB5550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5550
 AB5550.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5550
 AB5550.The ellipsoidal height was determined by GPS observations
 AB5550.and is referenced to NAD 83.
 AB5550
 AB5550.The geoid height was determined by GEOID03.
 AB5550
 AB5550;                    North         East     Units Scale Factor Converg.
 AB5550;SPC OH N     -   216,310.812   455,802.343   MT  0.99998252   -1 08 11.1
 AB5550;UTM  16      - 4,609,260.003   730,853.232   MT  1.00025588   +1 50 24.2
 AB5550
 AB5550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5550!SPC OH N     -   0.99997000  x   0.99998252  =   0.99995252
 AB5550!UTM  16      -   0.99997000  x   1.00025588  =   1.00022587
 AB5550
 AB5550                          SUPERSEDED SURVEY CONTROL
 AB5550
 AB5550  ELLIP H (04/01/98)  191.34   (m)                       GP(       ) 4 1
 AB5550  NAD 83(1995)-  41 36 06.06197(N)    084 13 47.45742(W) AD(       ) 1
 AB5550  NAD 83(1986)-  41 36 06.06961(N)    084 13 47.47183(W) AD(       ) 1
 AB5550
 AB5550.Superseded values are not recommended for survey control.
 AB5550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5550.See file dsdata.txt to determine how the superseded data were derived.
 AB5550
 AB5550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3085309260(NAD 83)
 AB5550_MARKER: A = ALUMINUM MARKER
 AB5550_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5550_STAMPING: FULTON NO. 18 1994
 AB5550_MARK LOGO: FULCOE
 AB5550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5550+STABILITY: SURFACE MOTION
 AB5550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5550+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5550
 AB5550  HISTORY     - Date     Condition        Report By
 AB5550  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5550
 AB5550                          STATION DESCRIPTION
 AB5550
 AB5550'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5550'STATION IS A COMMON SECTION CORNER OF SECTION 36, T 8 N, R 5 E IN
 AB5550'FRANLIN TWP, SECTION 31, T 8 N, R 6 E IN DOVER TWP, SECTION 1, T 7 N,
 AB5550'R 5 E IN FRANKLIN TWP AND SECTION 6, T 7 N, R 6 E IN DOVER TWP, FULTON
 AB5550'COUNTY, OHIO LOCATED AT THE INTERSECTION OF CENTERLINES OF COUNTY
 AB5550'ROADS J AND 19. STATION IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP
 AB5550'ENCASED IN A 15 IN. DIA. CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A
 AB5550'DEPTH OF 60 IN. BELOW THE ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A
 AB5550'12 IN. DEEP CAST IRON NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE
 AB5550'LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5543 ***********************************************************************
 AB5543  DESIGNATION -  FULTON NO 19
 AB5543  PID         -  AB5543
 AB5543  STATE/COUNTY-  OH/FULTON
 AB5543  USGS QUAD   -  ARCHBOLD (1971)
 AB5543
 AB5543                         *CURRENT SURVEY CONTROL
 AB5543  ___________________________________________________________________
 AB5543* NAD 83(1995)-  41 35 12.71138(N)    084 17 16.24268(W)     ADJUSTED  
 AB5543* NAVD 88     -       219.9    (meters)     721.     (feet)  GPS OBS   
 AB5543  ___________________________________________________________________
 AB5543  X           -     475,530.351 (meters)                     COMP
 AB5543  Y           -  -4,753,994.787 (meters)                     COMP
 AB5543  Z           -   4,211,516.076 (meters)                     COMP
 AB5543  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 AB5543  ELLIP HEIGHT-         185.45  (meters)          (10/07/05) GPS OBS
 AB5543  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 AB5543
 AB5543  HORZ ORDER  -  FIRST
 AB5543  ELLP ORDER  -  FOURTH    CLASS I
 AB5543
 AB5543.The horizontal coordinates were established by GPS observations
 AB5543.and adjusted by the National Geodetic Survey in April 1998..
 AB5543
 AB5543.The orthometric height was determined by GPS observations and a
 AB5543.high-resolution geoid model.
 AB5543
 AB5543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5543
 AB5543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5543
 AB5543.The ellipsoidal height was determined by GPS observations
 AB5543.and is referenced to NAD 83.
 AB5543
 AB5543.The geoid height was determined by GEOID03.
 AB5543
 AB5543;                    North         East     Units Scale Factor Converg.
 AB5543;SPC OH N     -   214,762.736   450,934.823   MT  0.99998014   -1 10 28.3
 AB5543;UTM  16      - 4,607,460.836   726,071.400   MT  1.00022899   +1 48 03.5
 AB5543
 AB5543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5543!SPC OH N     -   0.99997091  x   0.99998014  =   0.99995105
 AB5543!UTM  16      -   0.99997091  x   1.00022899  =   1.00019990
 AB5543
 AB5543                          SUPERSEDED SURVEY CONTROL
 AB5543
 AB5543  ELLIP H (04/01/98)  185.51   (m)                       GP(       ) 4 1
 AB5543  NAD 83(1995)-  41 35 12.71133(N)    084 17 16.24260(W) AD(       ) 1
 AB5543  NAD 83(1986)-  41 35 12.71864(N)    084 17 16.25772(W) AD(       ) 1
 AB5543
 AB5543.Superseded values are not recommended for survey control.
 AB5543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5543.See file dsdata.txt to determine how the superseded data were derived.
 AB5543
 AB5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2607107461(NAD 83)
 AB5543_MARKER: A = ALUMINUM MARKER
 AB5543_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5543_STAMPING: FULTON NO. 19 1994
 AB5543_MARK LOGO: FULCOE
 AB5543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5543+STABILITY: SURFACE MOTION
 AB5543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5543+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5543
 AB5543  HISTORY     - Date     Condition        Report By
 AB5543  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5543
 AB5543                          STATION DESCRIPTION
 AB5543
 AB5543'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5543'STATION IS A COMMON SECTION CORNER OF SECTIONS 3 AND 4 OF T 7 N, R 5 E
 AB5543'IN FRANKLIN TWP. AND SECTIONS 9 AND 10 OF T 7 N, R 5 E IN GERMAN TWP.,
 AB5543'FULTON COUNTY, OHIO LOCATED AT THE INTERSECTION OF CENTERLINES OF
 AB5543'COUNTY ROADS H AND 22. STATION IS AN ALUMINUM BERNTSEN TUBE WITH
 AB5543'LABELED CAP ENCASED IN A 15 IN. DIA. CONCRETE, COLUMN 48 IN. LONG
 AB5543'EXTENDING TO A DEPTH OF 60 IN. BELOW THE ROAD SURFACE, CAP AND COLUMN
 AB5543'ARE TOPPED BY A 12 IN. DEEP CAST IRON NEENAH ADJUSTABLE MONUMENT BOX,
 AB5543'WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5518 ***********************************************************************
 AB5518  DESIGNATION -  FULTON NO 20
 AB5518  PID         -  AB5518
 AB5518  STATE/COUNTY-  OH/FULTON
 AB5518  USGS QUAD   -  ARCHBOLD (1971)
 AB5518
 AB5518                         *CURRENT SURVEY CONTROL
 AB5518  ___________________________________________________________________
 AB5518* NAD 83(1995)-  41 34 19.16990(N)    084 22 16.75993(W)     ADJUSTED  
 AB5518* NAVD 88     -       218.3    (meters)     716.     (feet)  GPS OBS   
 AB5518  ___________________________________________________________________
 AB5518  X           -     468,710.943 (meters)                     COMP
 AB5518  Y           -  -4,755,772.504 (meters)                     COMP
 AB5518  Z           -   4,210,279.468 (meters)                     COMP
 AB5518  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 AB5518  ELLIP HEIGHT-         184.03  (meters)          (10/07/05) GPS OBS
 AB5518  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 AB5518
 AB5518  HORZ ORDER  -  FIRST
 AB5518  ELLP ORDER  -  FOURTH    CLASS I
 AB5518
 AB5518.The horizontal coordinates were established by GPS observations
 AB5518.and adjusted by the National Geodetic Survey in April 1998..
 AB5518
 AB5518.The orthometric height was determined by GPS observations and a
 AB5518.high-resolution geoid model.
 AB5518
 AB5518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5518
 AB5518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5518
 AB5518.The ellipsoidal height was determined by GPS observations
 AB5518.and is referenced to NAD 83.
 AB5518
 AB5518.The geoid height was determined by GEOID03.
 AB5518
 AB5518;                    North         East     Units Scale Factor Converg.
 AB5518;SPC OH N     -   213,257.327   443,940.365   MT  0.99997783   -1 13 45.7
 AB5518;UTM  16      - 4,605,594.021   719,162.901   MT  1.00019113   +1 44 41.9
 AB5518
 AB5518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5518!SPC OH N     -   0.99997114  x   0.99997783  =   0.99994897
 AB5518!UTM  16      -   0.99997114  x   1.00019113  =   1.00016226
 AB5518
 AB5518                          SUPERSEDED SURVEY CONTROL
 AB5518
 AB5518  ELLIP H (04/01/98)  184.10   (m)                       GP(       ) 4 1
 AB5518  NAD 83(1995)-  41 34 19.16986(N)    084 22 16.75986(W) AD(       ) 1
 AB5518  NAD 83(1986)-  41 34 19.17667(N)    084 22 16.77534(W) AD(       ) 1
 AB5518
 AB5518.Superseded values are not recommended for survey control.
 AB5518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5518.See file dsdata.txt to determine how the superseded data were derived.
 AB5518
 AB5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1916305594(NAD 83)
 AB5518_MARKER: A = ALUMINUM MARKER
 AB5518_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5518_STAMPING: FULTON NO. 20 1994
 AB5518_MARK LOGO: FULCOE
 AB5518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5518+STABILITY: SURFACE MOTION
 AB5518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5518+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5518
 AB5518  HISTORY     - Date     Condition        Report By
 AB5518  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5518
 AB5518                          STATION DESCRIPTION
 AB5518
 AB5518'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5518'STATION IS A COMMON QUARTER CORNER OF SECTIONS 11 AND 14, T 7 N, R 4 E
 AB5518'IN GERMAN TWP., FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE OF
 AB5518'COUNTY ROAD G. TO REACH FROM THE INTERSECTION OF COUNTY ROADS 27 AND
 AB5518'G, GO EAST 0.50 MI (0.80 KM) ON COUNTY ROAD G TO THE STATION. STATION
 AB5518'IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA.
 AB5518'CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE
 AB5518'ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON
 AB5518'NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5532 ***********************************************************************
 AB5532  DESIGNATION -  FULTON NO 21
 AB5532  PID         -  AB5532
 AB5532  STATE/COUNTY-  OH/FULTON
 AB5532  USGS QUAD   -  ASSUMPTION (1987)
 AB5532
 AB5532                         *CURRENT SURVEY CONTROL
 AB5532  ___________________________________________________________________
 AB5532* NAD 83(1995)-  41 38 34.21618(N)    083 56 08.66213(W)     ADJUSTED  
 AB5532* NAVD 88     -       222.0    (meters)     728.     (feet)  GPS OBS   
 AB5532  ___________________________________________________________________
 AB5532  X           -     504,300.329 (meters)                     COMP
 AB5532  Y           -  -4,746,878.001 (meters)                     COMP
 AB5532  Z           -   4,216,164.884 (meters)                     COMP
 AB5532  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AB5532  ELLIP HEIGHT-         186.76  (meters)          (10/07/05) GPS OBS
 AB5532  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 AB5532
 AB5532  HORZ ORDER  -  FIRST
 AB5532  ELLP ORDER  -  FOURTH    CLASS I
 AB5532
 AB5532.The horizontal coordinates were established by GPS observations
 AB5532.and adjusted by the National Geodetic Survey in April 1998..
 AB5532
 AB5532.The orthometric height was determined by GPS observations and a
 AB5532.high-resolution geoid model.
 AB5532
 AB5532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5532
 AB5532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5532
 AB5532.The ellipsoidal height was determined by GPS observations
 AB5532.and is referenced to NAD 83.
 AB5532
 AB5532.The geoid height was determined by GEOID03.
 AB5532
 AB5532;                    North         East     Units Scale Factor Converg.
 AB5532;SPC OH N     -   220,435.992   480,391.700   MT  0.99998948   -0 56 35.6
 AB5532;UTM  17      - 4,614,286.330   255,501.515   MT  1.00033571   -1 57 06.2
 AB5532;UTM  16      - 4,614,659.120   755,203.341   MT  1.00040155   +2 02 14.1
 AB5532
 AB5532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5532!SPC OH N     -   0.99997071  x   0.99998948  =   0.99996019
 AB5532!UTM  17      -   0.99997071  x   1.00033571  =   1.00030641
 AB5532!UTM  16      -   0.99997071  x   1.00040155  =   1.00037225
 AB5532
 AB5532                          SUPERSEDED SURVEY CONTROL
 AB5532
 AB5532  ELLIP H (04/01/98)  186.81   (m)                       GP(       ) 4 1
 AB5532  NAD 83(1995)-  41 38 34.21609(N)    083 56 08.66197(W) AD(       ) 1
 AB5532  NAD 83(1986)-  41 38 34.22620(N)    083 56 08.67567(W) AD(       ) 1
 AB5532
 AB5532.Superseded values are not recommended for survey control.
 AB5532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5532.See file dsdata.txt to determine how the superseded data were derived.
 AB5532
 AB5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5550214286(NAD 83)
 AB5532_MARKER: A = ALUMINUM MARKER
 AB5532_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5532_STAMPING: FULTON NO. 21 1994
 AB5532_MARK LOGO: FULCOE
 AB5532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5532+STABILITY: SURFACE MOTION
 AB5532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5532+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5532
 AB5532  HISTORY     - Date     Condition        Report By
 AB5532  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5532
 AB5532                          STATION DESCRIPTION
 AB5532
 AB5532'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5532'STATION IS A COMMON SECTION CORNER OF SECTIONS 33 AND 34, T 9 S, R 4 E
 AB5532'AND SECTIONS 3 AND 4, T 10 S, R 4 E IN FULTON TWP, FULTON COUNTY, OHIO
 AB5532'LOCATED AT THE CENTERLINE INTERSECTION OF COUNTY ROADS M AND 4.
 AB5532'STATION IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15
 AB5532'IN. DIA. CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN.
 AB5532'BELOW THE ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP
 AB5532'CAST IRON NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5545 ***********************************************************************
 AB5545  DESIGNATION -  FULTON NO 22
 AB5545  PID         -  AB5545
 AB5545  STATE/COUNTY-  OH/FULTON
 AB5545  USGS QUAD   -  DELTA (1977)
 AB5545
 AB5545                         *CURRENT SURVEY CONTROL
 AB5545  ___________________________________________________________________
 AB5545* NAD 83(1995)-  41 37 10.93014(N)    084 03 13.54147(W)     ADJUSTED  
 AB5545* NAVD 88     -       228.1    (meters)     748.     (feet)  GPS OBS   
 AB5545  ___________________________________________________________________
 AB5545  X           -     494,698.628 (meters)                     COMP
 AB5545  Y           -  -4,749,609.262 (meters)                     COMP
 AB5545  Z           -   4,214,248.438 (meters)                     COMP
 AB5545  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 AB5545  ELLIP HEIGHT-         193.02  (meters)          (10/07/05) GPS OBS
 AB5545  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 AB5545
 AB5545  HORZ ORDER  -  FIRST
 AB5545  ELLP ORDER  -  FOURTH    CLASS I
 AB5545
 AB5545.The horizontal coordinates were established by GPS observations
 AB5545.and adjusted by the National Geodetic Survey in April 1998..
 AB5545
 AB5545.The orthometric height was determined by GPS observations and a
 AB5545.high-resolution geoid model.
 AB5545
 AB5545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5545
 AB5545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5545
 AB5545.The ellipsoidal height was determined by GPS observations
 AB5545.and is referenced to NAD 83.
 AB5545
 AB5545.The geoid height was determined by GEOID03.
 AB5545
 AB5545;                    North         East     Units Scale Factor Converg.
 AB5545;SPC OH N     -   218,035.426   470,514.770   MT  0.99998550   -1 01 14.7
 AB5545;UTM  16      - 4,611,747.291   745,460.803   MT  1.00034151   +1 57 28.1
 AB5545;UTM  17      - 4,612,059.145   245,580.108   MT  1.00039664   -2 01 45.6
 AB5545
 AB5545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5545!SPC OH N     -   0.99996973  x   0.99998550  =   0.99995523
 AB5545!UTM  16      -   0.99996973  x   1.00034151  =   1.00031123
 AB5545!UTM  17      -   0.99996973  x   1.00039664  =   1.00036635
 AB5545
 AB5545                          SUPERSEDED SURVEY CONTROL
 AB5545
 AB5545  ELLIP H (04/01/98)  193.06   (m)                       GP(       ) 4 1
 AB5545  NAD 83(1995)-  41 37 10.92979(N)    084 03 13.54086(W) AD(       ) 1
 AB5545  NAD 83(1986)-  41 37 10.93770(N)    084 03 13.55504(W) AD(       ) 1
 AB5545
 AB5545.Superseded values are not recommended for survey control.
 AB5545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5545.See file dsdata.txt to determine how the superseded data were derived.
 AB5545
 AB5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4546111747(NAD 83)
 AB5545_MARKER: A = ALUMINUM MARKER
 AB5545_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5545_STAMPING: FULTON NO. 22 1994
 AB5545_MARK LOGO: FULCOE
 AB5545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5545+STABILITY: SURFACE MOTION
 AB5545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5545+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5545
 AB5545  HISTORY     - Date     Condition        Report By
 AB5545  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5545
 AB5545                          STATION DESCRIPTION
 AB5545
 AB5545'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5545'STATION IS A COMMON QUARTER CORNER OF SECTIONS 9 AND 10, T 10 S, R 3 E
 AB5545'IN PIKE TWP., FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE OF
 AB5545'COUNTY ROAD 10. TO REACH FROM THE INTERSECTION OF COUNTY ROAD L AND
 AB5545'TOWNSHIP ROAD 10, GO SOUTH 0.50 MI (0.80 KM) ON TOWNSHIP ROAD 10 TO
 AB5545'THE STATION. STATION IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP
 AB5545'ENCASED IN A 15 IN. DIA. CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A
 AB5545'DEPTH OF 60 IN. BELOW THE ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A
 AB5545'12 IN. DEEP CAST IRON NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE
 AB5545'LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5552 ***********************************************************************
 AB5552  DESIGNATION -  FULTON NO 23
 AB5552  PID         -  AB5552
 AB5552  STATE/COUNTY-  OH/FULTON
 AB5552  USGS QUAD   -  MORENCI (1977)
 AB5552
 AB5552                         *CURRENT SURVEY CONTROL
 AB5552  ___________________________________________________________________
 AB5552* NAD 83(1995)-  41 38 24.67316(N)    084 07 54.79449(W)     ADJUSTED  
 AB5552* NAVD 88     -       237.2    (meters)     778.     (feet)  GPS OBS   
 AB5552  ___________________________________________________________________
 AB5552  X           -     488,068.012 (meters)                     COMP
 AB5552  Y           -  -4,748,782.819 (meters)                     COMP
 AB5552  Z           -   4,215,955.213 (meters)                     COMP
 AB5552  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 AB5552  ELLIP HEIGHT-         202.35  (meters)          (10/07/05) GPS OBS
 AB5552  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 AB5552
 AB5552  HORZ ORDER  -  FIRST
 AB5552  ELLP ORDER  -  FOURTH    CLASS I
 AB5552
 AB5552.The horizontal coordinates were established by GPS observations
 AB5552.and adjusted by the National Geodetic Survey in April 1998..
 AB5552
 AB5552.The orthometric height was determined by GPS observations and a
 AB5552.high-resolution geoid model.
 AB5552
 AB5552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5552
 AB5552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5552
 AB5552.The ellipsoidal height was determined by GPS observations
 AB5552.and is referenced to NAD 83.
 AB5552
 AB5552.The geoid height was determined by GEOID03.
 AB5552
 AB5552;                    North         East     Units Scale Factor Converg.
 AB5552;SPC OH N     -   220,429.003   464,047.335   MT  0.99998901   -1 04 19.4
 AB5552;UTM  16      - 4,613,802.251   738,875.524   MT  1.00030225   +1 54 23.8
 AB5552
 AB5552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5552!SPC OH N     -   0.99996826  x   0.99998901  =   0.99995727
 AB5552!UTM  16      -   0.99996826  x   1.00030225  =   1.00027050
 AB5552
 AB5552                          SUPERSEDED SURVEY CONTROL
 AB5552
 AB5552  ELLIP H (04/01/98)  202.39   (m)                       GP(       ) 4 1
 AB5552  NAD 83(1995)-  41 38 24.67297(N)    084 07 54.79408(W) AD(       ) 1
 AB5552  NAD 83(1986)-  41 38 24.68088(N)    084 07 54.80894(W) AD(       ) 1
 AB5552
 AB5552.Superseded values are not recommended for survey control.
 AB5552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5552.See file dsdata.txt to determine how the superseded data were derived.
 AB5552
 AB5552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3887613802(NAD 83)
 AB5552_MARKER: A = ALUMINUM MARKER
 AB5552_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5552_STAMPING: FULTON NO. 23 1994
 AB5552_MARK LOGO: FULCOE
 AB5552_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5552+STABILITY: SURFACE MOTION
 AB5552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5552+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5552
 AB5552  HISTORY     - Date     Condition        Report By
 AB5552  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5552
 AB5552                          STATION DESCRIPTION
 AB5552
 AB5552'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5552'STATION IS A COMMON SECTION CORNER OF SECTIONS 35 AND 36 OF T 9 S, R 2
 AB5552'E IN CHESTERFIELD TWP. AND SECTIONS 1 AND 2 OF T 10 S, R 2 E IN DOVER
 AB5552'TWP., FULTON COUNTY, OHIO LOCATED AT THE INTERSECTION OF CENTERLINES
 AB5552'OF COUNTY ROAD M AND TOWNSHIP ROAD 14. STATION IS AN ALUMINUM BERNTSEN
 AB5552'TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA. CONCRETE, COLUMN 48 IN.
 AB5552'LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE ROAD SURFACE, CAP AND
 AB5552'COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON NEENAH ADJUSTABLE
 AB5552'MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5548 ***********************************************************************
 AB5548  DESIGNATION -  FULTON NO 24
 AB5548  PID         -  AB5548
 AB5548  STATE/COUNTY-  OH/FULTON
 AB5548  USGS QUAD   -  MORENCI (1977)
 AB5548
 AB5548                         *CURRENT SURVEY CONTROL
 AB5548  ___________________________________________________________________
 AB5548* NAD 83(1995)-  41 38 18.48028(N)    084 13 44.52853(W)     ADJUSTED  
 AB5548* NAVD 88     -       221.5    (meters)     727.     (feet)  GPS OBS   
 AB5548  ___________________________________________________________________
 AB5548  X           -     480,027.081 (meters)                     COMP
 AB5548  Y           -  -4,749,718.383 (meters)                     COMP
 AB5548  Z           -   4,215,802.174 (meters)                     COMP
 AB5548  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 AB5548  ELLIP HEIGHT-         186.93  (meters)          (10/07/05) GPS OBS
 AB5548  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 AB5548
 AB5548  HORZ ORDER  -  FIRST
 AB5548  ELLP ORDER  -  FOURTH    CLASS I
 AB5548
 AB5548.The horizontal coordinates were established by GPS observations
 AB5548.and adjusted by the National Geodetic Survey in April 1998..
 AB5548
 AB5548.The orthometric height was determined by GPS observations and a
 AB5548.high-resolution geoid model.
 AB5548
 AB5548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5548
 AB5548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5548
 AB5548.The ellipsoidal height was determined by GPS observations
 AB5548.and is referenced to NAD 83.
 AB5548
 AB5548.The geoid height was determined by GEOID03.
 AB5548
 AB5548;                    North         East     Units Scale Factor Converg.
 AB5548;SPC OH N     -   220,393.926   455,951.142   MT  0.99998871   -1 08 09.2
 AB5548;UTM  16      - 4,613,346.437   730,789.746   MT  1.00025551   +1 50 30.9
 AB5548
 AB5548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5548!SPC OH N     -   0.99997068  x   0.99998871  =   0.99995939
 AB5548!UTM  16      -   0.99997068  x   1.00025551  =   1.00022618
 AB5548
 AB5548                          SUPERSEDED SURVEY CONTROL
 AB5548
 AB5548  ELLIP H (04/01/98)  186.99   (m)                       GP(       ) 4 1
 AB5548  NAD 83(1995)-  41 38 18.48020(N)    084 13 44.52839(W) AD(       ) 1
 AB5548  NAD 83(1986)-  41 38 18.48770(N)    084 13 44.54353(W) AD(       ) 1
 AB5548
 AB5548.Superseded values are not recommended for survey control.
 AB5548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5548.See file dsdata.txt to determine how the superseded data were derived.
 AB5548
 AB5548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3079013346(NAD 83)
 AB5548_MARKER: A = ALUMINUM MARKER
 AB5548_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5548_STAMPING: FULTON NO. 24 1994
 AB5548_MARK LOGO: FULCOE
 AB5548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5548+STABILITY: SURFACE MOTION
 AB5548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5548+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5548
 AB5548  HISTORY     - Date     Condition        Report By
 AB5548  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5548
 AB5548                          STATION DESCRIPTION
 AB5548
 AB5548'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5548'STATION IS A COMMON SECTION CORNER OF SECTION 36, T 9 S, R 1 E IN
 AB5548'GORHAM TWP, SECTION 31, T 9 S, R 2 E IN CHESTERFIELD TWP, SECTION 1, T
 AB5548'10 S, R 1 E IN FRANKLIN TWP AND SECTION 6, T 10 S, R 2 E IN DOVER TWP,
 AB5548'FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE OF COUNTY ROAD 19. TO
 AB5548'REACH FROM THE INTERSECTION OF COUNTY ROADS N AND 19 GO SOUTH 1 MI
 AB5548'(1.6 KM) ON COUNTY ROAD 19 TO THE STATION. STATION IS AN ALUMINUM
 AB5548'BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA. CONCRETE,
 AB5548'COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE ROAD
 AB5548'SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON NEENAH
 AB5548'ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5517 ***********************************************************************
 AB5517  DESIGNATION -  FULTON NO 25
 AB5517  PID         -  AB5517
 AB5517  STATE/COUNTY-  OH/FULTON
 AB5517  USGS QUAD   -  FAYETTE (1977)
 AB5517
 AB5517                         *CURRENT SURVEY CONTROL
 AB5517  ___________________________________________________________________
 AB5517* NAD 83(1995)-  41 38 15.39432(N)    084 17 49.34587(W)     ADJUSTED  
 AB5517* NAVD 88     -       221.5    (meters)     727.     (feet)  GPS OBS   
 AB5517  ___________________________________________________________________
 AB5517  X           -     474,395.568 (meters)                     COMP
 AB5517  Y           -  -4,750,347.888 (meters)                     COMP
 AB5517  Z           -   4,215,731.158 (meters)                     COMP
 AB5517  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 AB5517  ELLIP HEIGHT-         187.14  (meters)          (10/07/05) GPS OBS
 AB5517  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 AB5517
 AB5517  HORZ ORDER  -  FIRST
 AB5517  ELLP ORDER  -  FOURTH    CLASS I
 AB5517
 AB5517.The horizontal coordinates were established by GPS observations
 AB5517.and adjusted by the National Geodetic Survey in April 1998..
 AB5517
 AB5517.The orthometric height was determined by GPS observations and a
 AB5517.high-resolution geoid model.
 AB5517
 AB5517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5517
 AB5517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5517
 AB5517.The ellipsoidal height was determined by GPS observations
 AB5517.and is referenced to NAD 83.
 AB5517
 AB5517.The geoid height was determined by GEOID03.
 AB5517
 AB5517;                    North         East     Units Scale Factor Converg.
 AB5517;SPC OH N     -   220,413.269   450,284.372   MT  0.99998857   -1 10 50.0
 AB5517;UTM  16      - 4,613,071.331   725,128.201   MT  1.00022374   +1 47 47.9
 AB5517
 AB5517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5517!SPC OH N     -   0.99997065  x   0.99998857  =   0.99995922
 AB5517!UTM  16      -   0.99997065  x   1.00022374  =   1.00019438
 AB5517
 AB5517                          SUPERSEDED SURVEY CONTROL
 AB5517
 AB5517  ELLIP H (04/01/98)  187.21   (m)                       GP(       ) 4 1
 AB5517  NAD 83(1995)-  41 38 15.39428(N)    084 17 49.34580(W) AD(       ) 1
 AB5517  NAD 83(1986)-  41 38 15.40134(N)    084 17 49.36134(W) AD(       ) 1
 AB5517
 AB5517.Superseded values are not recommended for survey control.
 AB5517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5517.See file dsdata.txt to determine how the superseded data were derived.
 AB5517
 AB5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2512813071(NAD 83)
 AB5517_MARKER: A = ALUMINUM MARKER
 AB5517_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5517_STAMPING: FULTON NO. 25 1994
 AB5517_MARK LOGO: FULCOE
 AB5517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5517+STABILITY: SURFACE MOTION
 AB5517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5517+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5517
 AB5517  HISTORY     - Date     Condition        Report By
 AB5517  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5517
 AB5517                          STATION DESCRIPTION
 AB5517
 AB5517'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5517'STATION IS A COMMON QUARTER CORNER OF SECTION 33 T 9 S, R 1 E IN
 AB5517'GORHAM TWP AND SECTION 4 T 10 S, R 1 E IN FRANKLIN TWP., FULTON
 AB5517'COUNTY, OHIO LOCATED ALONG THE CENTERLINE OF COUNTY ROAD M. TO REACH
 AB5517'FROM THE INTERSECTION OF COUNTY ROADS 23 AND M, GO EAST 0.50 MI (0.80
 AB5517'KM) ON COUNTY ROAD M TO THE STATION OPPOSITE THE NORTHEAST CORNER OF
 AB5517'THE WIRE FENCE LOCATED ON THE SOUTH SIDE OF THE SAID ROAD. STATION IS
 AB5517'AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA.
 AB5517'CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE
 AB5517'ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON
 AB5517'NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5524 ***********************************************************************
 AB5524  DESIGNATION -  FULTON NO 26
 AB5524  PID         -  AB5524
 AB5524  STATE/COUNTY-  OH/FULTON
 AB5524  USGS QUAD   -  ALVORDTON (1973)
 AB5524
 AB5524                         *CURRENT SURVEY CONTROL
 AB5524  ___________________________________________________________________
 AB5524* NAD 83(1995)-  41 38 39.49526(N)    084 22 46.21148(W)     ADJUSTED  
 AB5524* NAVD 88     -       246.4    (meters)     808.     (feet)  GPS OBS   
 AB5524  ___________________________________________________________________
 AB5524  X           -     467,511.612 (meters)                     COMP
 AB5524  Y           -  -4,750,552.703 (meters)                     COMP
 AB5524  Z           -   4,216,303.530 (meters)                     COMP
 AB5524  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 AB5524  ELLIP HEIGHT-         212.24  (meters)          (10/07/05) GPS OBS
 AB5524  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 AB5524
 AB5524  HORZ ORDER  -  FIRST
 AB5524  ELLP ORDER  -  FOURTH    CLASS I
 AB5524
 AB5524.The horizontal coordinates were established by GPS observations
 AB5524.and adjusted by the National Geodetic Survey in April 1998..
 AB5524
 AB5524.The orthometric height was determined by GPS observations and a
 AB5524.high-resolution geoid model.
 AB5524
 AB5524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5524
 AB5524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5524
 AB5524.The ellipsoidal height was determined by GPS observations
 AB5524.and is referenced to NAD 83.
 AB5524
 AB5524.The geoid height was determined by GEOID03.
 AB5524
 AB5524;                    North         East     Units Scale Factor Converg.
 AB5524;SPC OH N     -   221,301.450   443,431.277   MT  0.99998974   -1 14 05.1
 AB5524;UTM  16      - 4,613,602.514   718,236.741   MT  1.00018614   +1 44 31.3
 AB5524
 AB5524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5524!SPC OH N     -   0.99996671  x   0.99998974  =   0.99995645
 AB5524!UTM  16      -   0.99996671  x   1.00018614  =   1.00015285
 AB5524
 AB5524                          SUPERSEDED SURVEY CONTROL
 AB5524
 AB5524  ELLIP H (04/01/98)  212.31   (m)                       GP(       ) 4 1
 AB5524  NAD 83(1995)-  41 38 39.49522(N)    084 22 46.21141(W) AD(       ) 1
 AB5524  NAD 83(1986)-  41 38 39.50193(N)    084 22 46.22701(W) AD(       ) 1
 AB5524
 AB5524.Superseded values are not recommended for survey control.
 AB5524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5524.See file dsdata.txt to determine how the superseded data were derived.
 AB5524
 AB5524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1823713603(NAD 83)
 AB5524_MARKER: A = ALUMINUM MARKER
 AB5524_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5524_STAMPING: FULTON NO. 26 1994
 AB5524_MARK LOGO: FULCOE
 AB5524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5524+STABILITY: SURFACE MOTION
 AB5524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5524+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5524
 AB5524  HISTORY     - Date     Condition        Report By
 AB5524  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5524
 AB5524                          STATION DESCRIPTION
 AB5524
 AB5524'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5524'STATION IS A COMMON QUARTER CORNER OF SECTIONS 35 AND 36, T 9 S, R 1 W
 AB5524'IN GORHAM TWP., FULTON COUNTY, OHIO LOCATED AT THE CENTERLINE
 AB5524'INTERSECTION OF COUNTY ROADS 27 AND MN. STATION IS AN ALUMINUM
 AB5524'BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA. CONCRETE,
 AB5524'COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE ROAD
 AB5524'SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON NEENAH
 AB5524'ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5522 ***********************************************************************
 AB5522  DESIGNATION -  FULTON NO 27
 AB5522  PID         -  AB5522
 AB5522  STATE/COUNTY-  OH/FULTON
 AB5522  USGS QUAD   -  ASSUMPTION (1987)
 AB5522
 AB5522                         *CURRENT SURVEY CONTROL
 AB5522  ___________________________________________________________________
 AB5522* NAD 83(1995)-  41 41 09.57873(N)    083 56 13.84069(W)     ADJUSTED  
 AB5522* NAVD 88     -       223.9    (meters)     735.     (feet)  GPS OBS   
 AB5522  ___________________________________________________________________
 AB5522  X           -     503,844.753 (meters)                     COMP
 AB5522  Y           -  -4,743,723.446 (meters)                     COMP
 AB5522  Z           -   4,219,747.059 (meters)                     COMP
 AB5522  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AB5522  ELLIP HEIGHT-         188.69  (meters)          (10/07/05) GPS OBS
 AB5522  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 AB5522
 AB5522  HORZ ORDER  -  FIRST
 AB5522  ELLP ORDER  -  FOURTH    CLASS I
 AB5522
 AB5522.The horizontal coordinates were established by GPS observations
 AB5522.and adjusted by the National Geodetic Survey in April 1998..
 AB5522
 AB5522.The orthometric height was determined by GPS observations and a
 AB5522.high-resolution geoid model.
 AB5522
 AB5522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5522
 AB5522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5522
 AB5522.The ellipsoidal height was determined by GPS observations
 AB5522.and is referenced to NAD 83.
 AB5522
 AB5522.The geoid height was determined by GEOID03.
 AB5522
 AB5522;                    North         East     Units Scale Factor Converg.
 AB5522;SPC OH N     -   225,230.510   480,350.855   MT  0.99999733   -0 56 39.0
 AB5522;UTM  17      - 4,619,082.464   255,545.149   MT  1.00033544   -1 57 15.6
 AB5522;UTM  16      - 4,619,446.974   754,913.068   MT  1.00039972   +2 02 16.9
 AB5522
 AB5522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5522!SPC OH N     -   0.99997041  x   0.99999733  =   0.99996774
 AB5522!UTM  17      -   0.99997041  x   1.00033544  =   1.00030584
 AB5522!UTM  16      -   0.99997041  x   1.00039972  =   1.00037011
 AB5522
 AB5522                          SUPERSEDED SURVEY CONTROL
 AB5522
 AB5522  ELLIP H (04/01/98)  188.74   (m)                       GP(       ) 4 1
 AB5522  NAD 83(1995)-  41 41 09.57866(N)    083 56 13.84058(W) AD(       ) 1
 AB5522  NAD 83(1986)-  41 41 09.58840(N)    083 56 13.85472(W) AD(       ) 1
 AB5522
 AB5522.Superseded values are not recommended for survey control.
 AB5522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5522.See file dsdata.txt to determine how the superseded data were derived.
 AB5522
 AB5522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5554519082(NAD 83)
 AB5522_MARKER: A = ALUMINUM MARKER
 AB5522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5522_STAMPING: FULTON NO. 27 1994
 AB5522_MARK LOGO: FULCOE
 AB5522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5522+STABILITY: SURFACE MOTION
 AB5522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5522+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5522
 AB5522  HISTORY     - Date     Condition        Report By
 AB5522  HISTORY     - 1994     MONUMENTED       OH-051
 AB5522
 AB5522                          STATION DESCRIPTION
 AB5522
 AB5522'DESCRIBED BY FULTON COUNTY OHIO 1994 (CS)
 AB5522'STATION IS A COMMON SECTION CORNER OF SECTION 15,16,21 AND 22, T 9 S,
 AB5522'R 4 E IN AMBOY TWP., FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE
 AB5522'OF COUNTY ROAD S. TO REACH FROM THE T-INTERSECTION OF COUNTY ROADS S
 AB5522'AND 3-3, GO WEST 0.25 MI (0.40 KM) ON COUNTY ROAD S TO THE STATION
 AB5522'OPPOSITE THE JUNKYARD LOCATED ON THE SOUTH SIDE OF THE SAID ROAD.
 AB5522'STATION IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15
 AB5522'IN. DIA. CONCRETE, COLUMN 48 IN. LONG, EXTENDING TO A DEPTH OF 60 IN.
 AB5522'BELOW THE ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP
 AB5522'CAST IRON NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5515 ***********************************************************************
 AB5515  DESIGNATION -  FULTON NO 28
 AB5515  PID         -  AB5515
 AB5515  STATE/COUNTY-  OH/FULTON
 AB5515  USGS QUAD   -  LYONS (1977)
 AB5515
 AB5515                         *CURRENT SURVEY CONTROL
 AB5515  ___________________________________________________________________
 AB5515* NAD 83(1995)-  41 41 34.33844(N)    084 01 01.64079(W)     ADJUSTED  
 AB5515* NAVD 88     -       228.0    (meters)     748.     (feet)  GPS OBS   
 AB5515  ___________________________________________________________________
 AB5515  X           -     497,172.749 (meters)                     COMP
 AB5515  Y           -  -4,743,919.701 (meters)                     COMP
 AB5515  Z           -   4,220,320.350 (meters)                     COMP
 AB5515  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 AB5515  ELLIP HEIGHT-         192.95  (meters)          (10/07/05) GPS OBS
 AB5515  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 AB5515
 AB5515  HORZ ORDER  -  FIRST
 AB5515  ELLP ORDER  -  FOURTH    CLASS I
 AB5515
 AB5515.The horizontal coordinates were established by GPS observations
 AB5515.and adjusted by the National Geodetic Survey in April 1998..
 AB5515
 AB5515.The orthometric height was determined by GPS observations and a
 AB5515.high-resolution geoid model.
 AB5515
 AB5515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5515
 AB5515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5515
 AB5515.The ellipsoidal height was determined by GPS observations
 AB5515.and is referenced to NAD 83.
 AB5515
 AB5515.The geoid height was determined by GEOID03.
 AB5515
 AB5515;                    North         East     Units Scale Factor Converg.
 AB5515;SPC OH N     -   226,107.005   473,709.191   MT  0.99999863   -0 59 48.0
 AB5515;UTM  16      - 4,619,976.977   748,232.258   MT  1.00035834   +1 59 06.1
 AB5515;UTM  17      - 4,620,076.328   248,917.610   MT  1.00037586   -2 00 28.3
 AB5515
 AB5515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5515!SPC OH N     -   0.99996974  x   0.99999863  =   0.99996837
 AB5515!UTM  16      -   0.99996974  x   1.00035834  =   1.00032807
 AB5515!UTM  17      -   0.99996974  x   1.00037586  =   1.00034559
 AB5515
 AB5515                          SUPERSEDED SURVEY CONTROL
 AB5515
 AB5515  ELLIP H (04/01/98)  192.99   (m)                       GP(       ) 4 1
 AB5515  NAD 83(1995)-  41 41 34.33837(N)    084 01 01.64068(W) AD(       ) 1
 AB5515  NAD 83(1986)-  41 41 34.34718(N)    084 01 01.65549(W) AD(       ) 1
 AB5515
 AB5515.Superseded values are not recommended for survey control.
 AB5515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5515.See file dsdata.txt to determine how the superseded data were derived.
 AB5515
 AB5515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4823219977(NAD 83)
 AB5515_MARKER: A = ALUMINUM MARKER
 AB5515_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5515_STAMPING: FULTON NO. 28 1994
 AB5515_MARK LOGO: FULCOE
 AB5515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5515+STABILITY: SURFACE MOTION
 AB5515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5515+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5515
 AB5515  HISTORY     - Date     Condition        Report By
 AB5515  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5515
 AB5515                          STATION DESCRIPTION
 AB5515
 AB5515'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5515'STATION IS A COMMON QUARTER CORNER OF SECTION 13 AND 14, T 9 S, R 3 E
 AB5515'IN ROYALTON TWP., FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE OF
 AB5515'COUNTY ROAD 8. TO REACH FROM THE INTERSECTION OF COUNTY ROADS 8 AND S,
 AB5515'GO NORTH 0.25 MI (0.40 KM) ON COUNTY ROAD 8 TO THE STATION OPPOSITE
 AB5515'POND LOCATED ON THE WEST SIDE OF THE SAID ROAD. STATION IS AN ALUMINUM
 AB5515'BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA. CONCRETE,
 AB5515'COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE ROAD
 AB5515'SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON NEENAH
 AB5515'ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5508 ***********************************************************************
 AB5508  DESIGNATION -  FULTON NO 29
 AB5508  PID         -  AB5508
 AB5508  STATE/COUNTY-  OH/FULTON
 AB5508  USGS QUAD   -  LYONS (1977)
 AB5508
 AB5508                         *CURRENT SURVEY CONTROL
 AB5508  ___________________________________________________________________
 AB5508* NAD 83(1995)-  41 41 04.12895(N)    084 05 40.47791(W)     ADJUSTED  
 AB5508* NAVD 88     -       233.4    (meters)     766.     (feet)  GPS OBS   
 AB5508  ___________________________________________________________________
 AB5508  X           -     490,823.478 (meters)                     COMP
 AB5508  Y           -  -4,745,208.181 (meters)                     COMP
 AB5508  Z           -   4,219,628.006 (meters)                     COMP
 AB5508  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 AB5508  ELLIP HEIGHT-         198.49  (meters)          (10/07/05) GPS OBS
 AB5508  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 AB5508
 AB5508  HORZ ORDER  -  FIRST
 AB5508  ELLP ORDER  -  FOURTH    CLASS I
 AB5508
 AB5508.The horizontal coordinates were established by GPS observations
 AB5508.and adjusted by the National Geodetic Survey in April 1998..
 AB5508
 AB5508.The orthometric height was determined by GPS observations and a
 AB5508.high-resolution geoid model.
 AB5508
 AB5508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5508
 AB5508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5508
 AB5508.The ellipsoidal height was determined by GPS observations
 AB5508.and is referenced to NAD 83.
 AB5508
 AB5508.The geoid height was determined by GEOID03.
 AB5508
 AB5508;                    North         East     Units Scale Factor Converg.
 AB5508;SPC OH N     -   225,290.160   467,245.236   MT  0.99999704   -1 02 51.2
 AB5508;UTM  16      - 4,618,824.666   741,817.346   MT  1.00031965   +1 55 59.2
 AB5508
 AB5508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5508!SPC OH N     -   0.99996887  x   0.99999704  =   0.99996591
 AB5508!UTM  16      -   0.99996887  x   1.00031965  =   1.00028851
 AB5508
 AB5508                          SUPERSEDED SURVEY CONTROL
 AB5508
 AB5508  ELLIP H (04/01/98)  198.53   (m)                       GP(       ) 4 1
 AB5508  NAD 83(1995)-  41 41 04.12884(N)    084 05 40.47772(W) AD(       ) 1
 AB5508  NAD 83(1986)-  41 41 04.13683(N)    084 05 40.49309(W) AD(       ) 1
 AB5508
 AB5508.Superseded values are not recommended for survey control.
 AB5508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5508.See file dsdata.txt to determine how the superseded data were derived.
 AB5508
 AB5508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4181718825(NAD 83)
 AB5508_MARKER: A = ALUMINUM MARKER
 AB5508_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5508_STAMPING: FULTON NO. 29 1994
 AB5508_MARK LOGO: FULCOE
 AB5508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5508+STABILITY: SURFACE MOTION
 AB5508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5508+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5508
 AB5508  HISTORY     - Date     Condition        Report By
 AB5508  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5508
 AB5508                          STATION DESCRIPTION
 AB5508
 AB5508'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5508'STATION IS A COMMON SECTION CORNER OF SECTIONS 17,18,19 AND 20 T 9 S,
 AB5508'R 3 E IN ROYALTON TWP., FULTON COUNTY, OHIO LOCATED ALONG THE
 AB5508'CENTERLINE OF COUNTY ROAD 12. TO REACH FROM THE INTERSECTION OF STATE
 AB5508'ROUTE 120 AND COUNTY ROADS 12, GO SOUTH 1.00 MI (1.61 KM) ON COUNTY
 AB5508'ROAD 12 TO THE STATION. STATION IS AN ALUMINUM BERNTSEN TUBE WITH
 AB5508'LABELED CAP ENCASED IN A 15 IN. DIA. CONCRETE, COLUMN 48 IN. LONG
 AB5508'EXTENDING TO A DEPTH OF 60 IN. BELOW THE ROAD SURFACE, CAP AND COLUMN
 AB5508'ARE TOPPED BY A 12 IN. DEEP CAST IRON NEENAH ADJUSTABLE MONUMENT BOX,
 AB5508'WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5516 ***********************************************************************
 AB5516  DESIGNATION -  FULTON NO 30
 AB5516  PID         -  AB5516
 AB5516  STATE/COUNTY-  OH/FULTON
 AB5516  USGS QUAD   -  MORENCI (1977)
 AB5516
 AB5516                         *CURRENT SURVEY CONTROL
 AB5516  ___________________________________________________________________
 AB5516* NAD 83(1995)-  41 41 01.13184(N)    084 08 35.53402(W)     ADJUSTED  
 AB5516* NAVD 88     -       240.2    (meters)     788.     (feet)  GPS OBS   
 AB5516  ___________________________________________________________________
 AB5516  X           -     486,802.866 (meters)                     COMP
 AB5516  Y           -  -4,745,689.354 (meters)                     COMP
 AB5516  Z           -   4,219,563.556 (meters)                     COMP
 AB5516  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 AB5516  ELLIP HEIGHT-         205.42  (meters)          (10/07/05) GPS OBS
 AB5516  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 AB5516
 AB5516  HORZ ORDER  -  FIRST
 AB5516  ELLP ORDER  -  FOURTH    CLASS I
 AB5516
 AB5516.The horizontal coordinates were established by GPS observations
 AB5516.and adjusted by the National Geodetic Survey in April 1998..
 AB5516
 AB5516.The orthometric height was determined by GPS observations and a
 AB5516.high-resolution geoid model.
 AB5516
 AB5516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5516
 AB5516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5516
 AB5516.The ellipsoidal height was determined by GPS observations
 AB5516.and is referenced to NAD 83.
 AB5516
 AB5516.The geoid height was determined by GEOID03.
 AB5516
 AB5516;                    North         East     Units Scale Factor Converg.
 AB5516;SPC OH N     -   225,272.856   463,195.604   MT  0.99999689   -1 04 46.2
 AB5516;UTM  16      - 4,618,596.753   737,772.835   MT  1.00029578   +1 54 02.5
 AB5516
 AB5516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5516!SPC OH N     -   0.99996778  x   0.99999689  =   0.99996467
 AB5516!UTM  16      -   0.99996778  x   1.00029578  =   1.00026355
 AB5516
 AB5516                          SUPERSEDED SURVEY CONTROL
 AB5516
 AB5516  ELLIP H (04/01/98)  205.47   (m)                       GP(       ) 4 1
 AB5516  NAD 83(1995)-  41 41 01.13176(N)    084 08 35.53387(W) AD(       ) 1
 AB5516  NAD 83(1986)-  41 41 01.13916(N)    084 08 35.54963(W) AD(       ) 1
 AB5516
 AB5516.Superseded values are not recommended for survey control.
 AB5516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5516.See file dsdata.txt to determine how the superseded data were derived.
 AB5516
 AB5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3777318597(NAD 83)
 AB5516_MARKER: A = ALUMINUM MARKER
 AB5516_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5516_STAMPING: FULTON NO. 30 1994
 AB5516_MARK LOGO: FULCOE
 AB5516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5516+STABILITY: SURFACE MOTION
 AB5516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5516+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5516
 AB5516  HISTORY     - Date     Condition        Report By
 AB5516  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5516
 AB5516                          STATION DESCRIPTION
 AB5516
 AB5516'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5516'STATION IS A COMMON QUARTER CORNER OF SECTION 14 AND 23, T 9 S, R 2 E
 AB5516'IN CHESTERFIELD TWP., FULTON COUNTY, OHIO ALONG THE CENTERLINE OF
 AB5516'COUNTY ROAD 14-2. TO REACH FROM THE INTERSECTION OF COUNTY ROADS 14-2,
 AB5516'RS AND ST, GO NORTH 200 FT (61.0 M) ON COUNTY ROAD 14-2 TO THE STATION
 AB5516'OPPOSITE A TELEPHONE POLE ON THE EAST SIDE OF THE SAID ROAD. STATION
 AB5516'IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA.
 AB5516'CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE
 AB5516'ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON
 AB5516'NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5509 ***********************************************************************
 AB5509  DESIGNATION -  FULTON NO 31
 AB5509  PID         -  AB5509
 AB5509  STATE/COUNTY-  OH/FULTON
 AB5509  USGS QUAD   -  MORENCI (1977)
 AB5509
 AB5509                         *CURRENT SURVEY CONTROL
 AB5509  ___________________________________________________________________
 AB5509* NAD 83(1995)-  41 40 55.59459(N)    084 14 56.73743(W)     ADJUSTED  
 AB5509* NAVD 88     -       224.7    (meters)     737.     (feet)  GPS OBS   
 AB5509  ___________________________________________________________________
 AB5509  X           -     478,041.649 (meters)                     COMP
 AB5509  Y           -  -4,746,682.621 (meters)                     COMP
 AB5509  Z           -   4,219,425.818 (meters)                     COMP
 AB5509  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 AB5509  ELLIP HEIGHT-         190.16  (meters)          (10/07/05) GPS OBS
 AB5509  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 AB5509
 AB5509  HORZ ORDER  -  FIRST
 AB5509  ELLP ORDER  -  FOURTH    CLASS I
 AB5509
 AB5509.The horizontal coordinates were established by GPS observations
 AB5509.and adjusted by the National Geodetic Survey in April 1998..
 AB5509
 AB5509.The orthometric height was determined by GPS observations and a
 AB5509.high-resolution geoid model.
 AB5509
 AB5509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5509
 AB5509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5509
 AB5509.The ellipsoidal height was determined by GPS observations
 AB5509.and is referenced to NAD 83.
 AB5509
 AB5509.The geoid height was determined by GEOID03.
 AB5509
 AB5509;                    North         East     Units Scale Factor Converg.
 AB5509;SPC OH N     -   225,273.505   454,377.501   MT  0.99999660   -1 08 56.6
 AB5509;UTM  16      - 4,618,138.891   728,964.211   MT  1.00024517   +1 49 48.5
 AB5509
 AB5509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5509!SPC OH N     -   0.99997017  x   0.99999660  =   0.99996677
 AB5509!UTM  16      -   0.99997017  x   1.00024517  =   1.00021534
 AB5509
 AB5509                          SUPERSEDED SURVEY CONTROL
 AB5509
 AB5509  ELLIP H (04/01/98)  190.22   (m)                       GP(       ) 4 1
 AB5509  NAD 83(1995)-  41 40 55.59454(N)    084 14 56.73736(W) AD(       ) 1
 AB5509  NAD 83(1986)-  41 40 55.60166(N)    084 14 56.75313(W) AD(       ) 1
 AB5509
 AB5509.Superseded values are not recommended for survey control.
 AB5509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5509.See file dsdata.txt to determine how the superseded data were derived.
 AB5509
 AB5509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2896418139(NAD 83)
 AB5509_MARKER: A = ALUMINUM MARKER
 AB5509_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5509_STAMPING: FULTON NO. 31 1994
 AB5509_MARK LOGO: FULCOE
 AB5509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5509+STABILITY: SURFACE MOTION
 AB5509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5509+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5509
 AB5509  HISTORY     - Date     Condition        Report By
 AB5509  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5509
 AB5509                          STATION DESCRIPTION
 AB5509
 AB5509'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5509'STATION IS A COMMON SECTION CORNER OF SECTION 13,14,23 AND 24, T 9 S,
 AB5509'R 1 E IN GORHAM TWP., FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE
 AB5509'OF COUNTY ROAD 20. TO REACH FROM THE INTERSECTION OF COUNTY ROAD 20
 AB5509'AND U.S. ROUTE 20, GO NORTH 0.30 MI (0.48 KM) ON COUNTY ROAD 20 TO THE
 AB5509'STATION. STATION IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED
 AB5509'IN A 15 IN. DIA. CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF
 AB5509'60 IN. BELOW THE ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN.
 AB5509'DEEP CAST IRON NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5510 ***********************************************************************
 AB5510  DESIGNATION -  FULTON NO 32
 AB5510  PID         -  AB5510
 AB5510  STATE/COUNTY-  OH/FULTON
 AB5510  USGS QUAD   -  FAYETTE (1977)
 AB5510
 AB5510                         *CURRENT SURVEY CONTROL
 AB5510  ___________________________________________________________________
 AB5510* NAD 83(1995)-  41 40 50.40454(N)    084 20 14.88381(W)     ADJUSTED  
 AB5510* NAVD 88     -       243.0    (meters)     797.     (feet)  GPS OBS   
 AB5510  ___________________________________________________________________
 AB5510  X           -     470,731.588 (meters)                     COMP
 AB5510  Y           -  -4,747,534.027 (meters)                     COMP
 AB5510  Z           -   4,219,318.528 (meters)                     COMP
 AB5510  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 AB5510  ELLIP HEIGHT-         208.66  (meters)          (10/07/05) GPS OBS
 AB5510  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 AB5510
 AB5510  HORZ ORDER  -  FIRST
 AB5510  ELLP ORDER  -  FOURTH    CLASS I
 AB5510
 AB5510.The horizontal coordinates were established by GPS observations
 AB5510.and adjusted by the National Geodetic Survey in April 1998..
 AB5510
 AB5510.The orthometric height was determined by GPS observations and a
 AB5510.high-resolution geoid model.
 AB5510
 AB5510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5510
 AB5510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5510
 AB5510.The ellipsoidal height was determined by GPS observations
 AB5510.and is referenced to NAD 83.
 AB5510
 AB5510.The geoid height was determined by GEOID03.
 AB5510
 AB5510;                    North         East     Units Scale Factor Converg.
 AB5510;SPC OH N     -   225,264.703   447,017.528   MT  0.99999633   -1 12 25.6
 AB5510;UTM  16      - 4,617,747.541   721,612.962   MT  1.00020441   +1 46 16.5
 AB5510
 AB5510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5510!SPC OH N     -   0.99996727  x   0.99999633  =   0.99996360
 AB5510!UTM  16      -   0.99996727  x   1.00020441  =   1.00017168
 AB5510
 AB5510                          SUPERSEDED SURVEY CONTROL
 AB5510
 AB5510  ELLIP H (04/01/98)  208.74   (m)                       GP(       ) 4 1
 AB5510  NAD 83(1995)-  41 40 50.40450(N)    084 20 14.88374(W) AD(       ) 1
 AB5510  NAD 83(1986)-  41 40 50.41139(N)    084 20 14.89938(W) AD(       ) 1
 AB5510
 AB5510.Superseded values are not recommended for survey control.
 AB5510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5510.See file dsdata.txt to determine how the superseded data were derived.
 AB5510
 AB5510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2161317748(NAD 83)
 AB5510_MARKER: A = ALUMINUM MARKER
 AB5510_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5510_STAMPING: FULTON NO. 32 1994
 AB5510_MARK LOGO: FULCOE
 AB5510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5510+STABILITY: SURFACE MOTION
 AB5510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5510+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5510
 AB5510  HISTORY     - Date     Condition        Report By
 AB5510  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5510
 AB5510                          STATION DESCRIPTION
 AB5510
 AB5510'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5510'STATION IS A COMMON QUARTER CORNER OF SECTIONS 18 AND 19 T 9 S, R 1 W
 AB5510'IN GORHAM TWP., FULTON COUNTY, OHIO LOCATED ALONG THE CENTERLINE OF
 AB5510'COUNTY ROADS S. TO REACH FROM THE INTERSECTION OF COUNTY ROADS S AND
 AB5510'24 GO WEST 0.50 MI (0.80 KM) ON COUNTY ROAD S TO THE STATION. STATION
 AB5510'IS AN ALUMINUM BERNTSEN TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA.
 AB5510'CONCRETE, COLUMN 48 IN. LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE
 AB5510'ROAD SURFACE, CAP AND COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON
 AB5510'NEENAH ADJUSTABLE MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB5513 ***********************************************************************
 AB5513  DESIGNATION -  FULTON NO 33
 AB5513  PID         -  AB5513
 AB5513  STATE/COUNTY-  OH/FULTON
 AB5513  USGS QUAD   -  ALVORDTON (1973)
 AB5513
 AB5513                         *CURRENT SURVEY CONTROL
 AB5513  ___________________________________________________________________
 AB5513* NAD 83(1995)-  41 40 50.06237(N)    084 22 48.90749(W)     ADJUSTED  
 AB5513* NAVD 88     -       255.4    (meters)     838.     (feet)  GPS OBS   
 AB5513  ___________________________________________________________________
 AB5513  X           -     467,187.946 (meters)                     COMP
 AB5513  Y           -  -4,747,900.519 (meters)                     COMP
 AB5513  Z           -   4,219,318.982 (meters)                     COMP
 AB5513  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AB5513  ELLIP HEIGHT-         221.20  (meters)          (10/07/05) GPS OBS
 AB5513  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AB5513
 AB5513  HORZ ORDER  -  FIRST
 AB5513  ELLP ORDER  -  FOURTH    CLASS I
 AB5513
 AB5513.The horizontal coordinates were established by GPS observations
 AB5513.and adjusted by the National Geodetic Survey in April 1998..
 AB5513
 AB5513.The orthometric height was determined by GPS observations and a
 AB5513.high-resolution geoid model.
 AB5513
 AB5513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5513
 AB5513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5513
 AB5513.The ellipsoidal height was determined by GPS observations
 AB5513.and is referenced to NAD 83.
 AB5513
 AB5513.The geoid height was determined by GEOID03.
 AB5513
 AB5513;                    North         East     Units Scale Factor Converg.
 AB5513;SPC OH N     -   225,330.070   443,455.739   MT  0.99999631   -1 14 06.8
 AB5513;UTM  16      - 4,617,627.741   718,051.881   MT  1.00018514   +1 44 33.9
 AB5513
 AB5513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5513!SPC OH N     -   0.99996531  x   0.99999631  =   0.99996162
 AB5513!UTM  16      -   0.99996531  x   1.00018514  =   1.00015044
 AB5513
 AB5513                          SUPERSEDED SURVEY CONTROL
 AB5513
 AB5513  ELLIP H (04/01/98)  221.27   (m)                       GP(       ) 4 1
 AB5513  NAD 83(1995)-  41 40 50.06234(N)    084 22 48.90743(W) AD(       ) 1
 AB5513  NAD 83(1986)-  41 40 50.06903(N)    084 22 48.92308(W) AD(       ) 1
 AB5513
 AB5513.Superseded values are not recommended for survey control.
 AB5513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5513.See file dsdata.txt to determine how the superseded data were derived.
 AB5513
 AB5513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1805217628(NAD 83)
 AB5513_MARKER: A = ALUMINUM MARKER
 AB5513_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5513_STAMPING: FULTON NO. 33 1994
 AB5513_MARK LOGO: FULCOE
 AB5513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB5513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5513+STABILITY: SURFACE MOTION
 AB5513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5513+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5513
 AB5513  HISTORY     - Date     Condition        Report By
 AB5513  HISTORY     - 1994     MONUMENTED       FULCOE
 AB5513
 AB5513                          STATION DESCRIPTION
 AB5513
 AB5513'DESCRIBED BY FULTON COUNTY ENGINEERS 1994 (CS)
 AB5513'STATION IS A COMMON SECTION CORNER OF SECTIONS 13, 14, 23 AND 24 T 9
 AB5513'S, R 1 W IN GORHAM TWP., FULTON COUNTY, OHIO LOCATED AT THE CENTERLINE
 AB5513'INTERSECTION OF COUNTY ROADS 27 AND S. STATION IS AN ALUMINUM BERNTSEN
 AB5513'TUBE WITH LABELED CAP ENCASED IN A 15 IN. DIA. CONCRETE, COLUMN 48 IN.
 AB5513'LONG EXTENDING TO A DEPTH OF 60 IN. BELOW THE ROAD SURFACE, CAP AND
 AB5513'COLUMN ARE TOPPED BY A 12 IN. DEEP CAST IRON NEENAH ADJUSTABLE
 AB5513'MONUMENT BOX, WITH REMOVABLE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8541 ***********************************************************************
 AC8541  SACS        -  This is a Secondary Airport Control Station.
 AC8541  DESIGNATION -  FZI A
 AC8541  PID         -  AC8541
 AC8541  STATE/COUNTY-  OH/SENECA
 AC8541  USGS QUAD   -  FOSTORIA (1972)
 AC8541
 AC8541                         *CURRENT SURVEY CONTROL
 AC8541  ___________________________________________________________________
 AC8541* NAD 83(1995)-  41 11 24.98916(N)    083 24 08.02910(W)     ADJUSTED  
 AC8541* NAVD 88     -       228.66   (meters)     750.2    (feet)  GPS OBS   
 AC8541  ___________________________________________________________________
 AC8541  X           -     552,299.408 (meters)                     COMP
 AC8541  Y           -  -4,775,012.255 (meters)                     COMP
 AC8541  Z           -   4,178,475.373 (meters)                     COMP
 AC8541  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 AC8541  ELLIP HEIGHT-         193.41  (meters)          (10/07/05) GPS OBS
 AC8541  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 AC8541
 AC8541  HORZ ORDER  -  FIRST
 AC8541  ELLP ORDER  -  FOURTH    CLASS II
 AC8541
 AC8541.This mark is at Fostoria Metro Airport (FZI)
 AC8541
 AC8541.The horizontal coordinates were established by GPS observations
 AC8541.and adjusted by the National Geodetic Survey in May 1997..
 AC8541
 AC8541.The orthometric height was determined by GPS observations and a
 AC8541.high-resolution geoid model.
 AC8541
 AC8541.GPS derived orthometric heights for airport stations designated as
 AC8541.PACS or SACS are published to 2 decimal places.  This maintains
 AC8541.centimeter relative accuracy between the PACS and SACS.  It does
 AC8541.not indicate centimeter accuracy relative to other marks which are
 AC8541.part of the NAVD 88 network.
 AC8541
 AC8541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8541
 AC8541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8541
 AC8541.The ellipsoidal height was determined by GPS observations
 AC8541.and is referenced to NAD 83.
 AC8541
 AC8541.The geoid height was determined by GEOID03.
 AC8541
 AC8541;                    North         East     Units Scale Factor Converg.
 AC8541;SPC OH N     -   169,582.401   524,315.190   MT  0.99994142   -0 35 33.8
 AC8541;UTM  17      - 4,562,661.847   298,542.933   MT  1.00009951   -1 34 57.2
 AC8541
 AC8541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8541!SPC OH N     -   0.99996966  x   0.99994142  =   0.99991109
 AC8541!UTM  17      -   0.99996966  x   1.00009951  =   1.00006917
 AC8541
 AC8541                          SUPERSEDED SURVEY CONTROL
 AC8541
 AC8541  ELLIP H (05/15/97)  193.43   (m)                       GP(       ) 4 2
 AC8541
 AC8541.Superseded values are not recommended for survey control.
 AC8541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8541.See file dsdata.txt to determine how the superseded data were derived.
 AC8541
 AC8541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF9854362662(NAD 83)
 AC8541_MARKER: DD = SURVEY DISK
 AC8541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC8541_SP_SET: RUNWAY HOLD SIGN CONCRETE BASE
 AC8541_STAMPING: FZI A 1995
 AC8541_MARK LOGO: NGS   
 AC8541_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8541+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AC8541
 AC8541  HISTORY     - Date     Condition        Report By
 AC8541  HISTORY     - 1986     MONUMENTED       NGS
 AC8541
 AC8541                          STATION DESCRIPTION
 AC8541
 AC8541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 AC8541'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF FOSTORIA,
 AC8541'OH., AT THE FOSTORIA METROPOLITAN AIRPORT.  NEAR THE SOUTHWEST END OF
 AC8541'RUNWAY END 9, WEST OF THE LAST RAMP TO THE WEST, IN TOP OF AND NEAR
 AC8541'THE NORTHWEST CORNER OF THE RUNWAY 9 HOLD SIGN CONCRETE BASE.
 AC8541'OWNERSHIP--CITY OF FOSTORIA, 4495 COUNTY ROAD 25, FOSTORIA, OH. 44830.
 AC8541'AIRPORT MANAGER VIRGIL KREIM, PHONE 419-435-0157.  NOTE--THIS STATION
 AC8541'WAS SELECTED AS A (SACS) , AND IS A 1 AND 3/16 INCH SURVEY DISK.  TO
 AC8541'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 23 AND STATE
 AC8541'HIGHWAY 199 ON THE NORTH EDGE OF FOSTORIA, GO NORTH, 1.1 KM (0.70 MI)
 AC8541'ALONG HIGHWAY 23 TO JONES ROAD ON THE RIGHT.  TURN RIGHT, EAST, 1.17
 AC8541'KM (0.70 MI) ALONG THE ROAD TO A CROSS ROAD, (COUNTY ROAD 25) .  TURN
 AC8541'LEFT, NORTH, 0.81 KM (0.50 MI) ALONG COUNTY ROAD 25 TO THE AIRPORT
 AC8541'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST, 0.99 KM (0.60 MI) ALONG
 AC8541'ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.  PASS
 AC8541'THROUGH THE GATE, BEAR LEFT, NORTHWEST THEN WEST, 0.50 KM (0.30 MI) TO
 AC8541'THE LAST RAMP TO THE WEST AND THE STATION IN THE BASE OF THE RUNWAY 9
 AC8541'HOLD SIGN.  STATION IS 61.0 M (200.1 FT) SOUTH OF THE EXTENDED RUNWAY
 AC8541'CENTERLINE, 16.5 M (54.1 FT) NORTH OF THE EXTENDED TAXI CENTERLINE,
 AC8541'16.4 M (53.8 FT) NORTH OF THE NORTH 1 OF 2 TAXI LIGHTS AT THE WEST END
 AC8541'OF THE TAXI, 13.8 M (45.3 FT) SOUTH-SOUTHEAST OF THE WEST END OF A 16
 AC8541'INCH STEEL CULVERT PIPE UNDER THE RAMP, 12.2 M (40.0 FT) WEST OF THE
 AC8541'RAMP CENTER, 0.2 M (0.7 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE
 AC8541'HOLD SIGN BASE, AND THE STATION IS LEVEL WITH THE RAMP AND FLUSH WITH
 AC8541'THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0514 ***********************************************************************
 MC0514  DESIGNATION -  G 1 RESET
 MC0514  PID         -  MC0514
 MC0514  STATE/COUNTY-  OH/WOOD
 MC0514  USGS QUAD   -  WESTON (1977)
 MC0514
 MC0514                         *CURRENT SURVEY CONTROL
 MC0514  ___________________________________________________________________
 MC0514* NAD 83(1986)-  41 17 06.     (N)    083 50 37.     (W)     SCALED    
 MC0514* NAVD 88     -       211.976  (meters)     695.46   (feet)  ADJUSTED  
 MC0514  ___________________________________________________________________
 MC0514  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC0514  DYNAMIC HT  -         211.881 (meters)     695.15  (feet)  COMP
 MC0514  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 MC0514
 MC0514  VERT ORDER  -  FIRST     CLASS I
 MC0514
 MC0514.The horizontal coordinates were scaled from a topographic map and have
 MC0514.an estimated accuracy of +/- 6 seconds.
 MC0514
 MC0514.The orthometric height was determined by differential leveling
 MC0514.and adjusted by the National Geodetic Survey in June 1991..
 MC0514.WARNING-Repeat measurements at this control monument indicate possible
 MC0514.vertical movement.
 MC0514
 MC0514.The geoid height was determined by GEOID03.
 MC0514
 MC0514.The dynamic height is computed by dividing the NAVD 88
 MC0514.geopotential number by the normal gravity value computed on the
 MC0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0514.degrees latitude (g = 980.6199 gals.).
 MC0514
 MC0514.The modeled gravity was interpolated from observed gravity values.
 MC0514
 MC0514;                    North         East    Units  Estimated Accuracy
 MC0514;SPC OH N     -   180,580.      487,450.      MT  (+/- 180 meters Scaled)
 MC0514
 MC0514                          SUPERSEDED SURVEY CONTROL
 MC0514
 MC0514  NGVD 29 (??/??/92)  212.163  (m)          696.07   (f) ADJ UNCH    1 1
 MC0514
 MC0514.Superseded values are not recommended for survey control.
 MC0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0514.See file dsdata.txt to determine how the superseded data were derived.
 MC0514
 MC0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF618742(NAD 83)
 MC0514_MARKER: DB = BENCH MARK DISK
 MC0514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0514_SP_SET: STONE FOUNDATION
 MC0514_STAMPING: G 1 RESET 1954
 MC0514_MARK LOGO: CGS   
 MC0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0514
 MC0514  HISTORY     - Date     Condition        Report By
 MC0514  HISTORY     - 1954     MONUMENTED       CGS
 MC0514  HISTORY     - 1968     GOOD             CGS
 MC0514  HISTORY     - 1984     GOOD             USPSQD
 MC0514
 MC0514                          STATION DESCRIPTION
 MC0514
 MC0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0514'4.7 MI SW FROM WESTON.
 MC0514'ABOUT 4.6 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0514'FROM THE CROSSING OF SAND RIDGE ROAD AT WESTON, THENCE 0.1 MILE
 MC0514'WEST ALONG A BLACK TOP STREET, AT THE SMALL VILLAGE OF CUSTAR,
 MC0514'ABOUT 0.15 MILE NORTH ALONG CUSTAR ROAD FROM THE INTERSECTION
 MC0514'OF STATE HIGHWAY 281, 137 FEET EAST OF THE CENTER LINE OF CUSTAR
 MC0514'ROAD, SET VERTICALLY IN THE EAST FACE OF THE STONE FOUNDATION FOR
 MC0514'THE CUSTAR FIRE DEPT. BUILDING, 38 1/2 FEET NORTH OF THE CENTER
 MC0514'LINE OF THE STREET, 1.3 FEET NORTH OF THE SOUTHEAST CORNER OF
 MC0514'THE BUILDING, 4.2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT
 MC0514'4 FEET ABOVE THE LEVEL OF THE STREET.  SEC 21, T4N, R 9E.
 MC0514
 MC0514                          STATION RECOVERY (1984)
 MC0514
 MC0514'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0603 ***********************************************************************
 MB0603  DESIGNATION -  G 109
 MB0603  PID         -  MB0603
 MB0603  STATE/COUNTY-  OH/TRUMBULL
 MB0603  USGS QUAD   -  SHARON WEST (1994)
 MB0603
 MB0603                         *CURRENT SURVEY CONTROL
 MB0603  ___________________________________________________________________
 MB0603* NAD 83(1986)-  41 11 46.     (N)    080 31 54.     (W)     SCALED    
 MB0603* NAVD 88     -       262.318  (meters)     860.62   (feet)  ADJUSTED  
 MB0603  ___________________________________________________________________
 MB0603  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB0603  DYNAMIC HT  -         262.199 (meters)     860.23  (feet)  COMP
 MB0603  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 MB0603
 MB0603  VERT ORDER  -  SECOND    CLASS 0
 MB0603
 MB0603.The horizontal coordinates were scaled from a topographic map and have
 MB0603.an estimated accuracy of +/- 6 seconds.
 MB0603
 MB0603.The orthometric height was determined by differential leveling
 MB0603.and adjusted by the National Geodetic Survey in June 1991..
 MB0603
 MB0603.The geoid height was determined by GEOID03.
 MB0603
 MB0603.The dynamic height is computed by dividing the NAVD 88
 MB0603.geopotential number by the normal gravity value computed on the
 MB0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0603.degrees latitude (g = 980.6199 gals.).
 MB0603
 MB0603.The modeled gravity was interpolated from observed gravity values.
 MB0603
 MB0603;                    North         East    Units  Estimated Accuracy
 MB0603;SPC OH N     -   171,700.      765,090.      MT  (+/- 180 meters Scaled)
 MB0603
 MB0603                          SUPERSEDED SURVEY CONTROL
 MB0603
 MB0603  NGVD 29 (??/??/92)  262.483  (m)          861.16   (f) ADJ UNCH    2 0
 MB0603
 MB0603.Superseded values are not recommended for survey control.
 MB0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0603.See file dsdata.txt to determine how the superseded data were derived.
 MB0603
 MB0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF392606(NAD 83)
 MB0603_MARKER: DB = BENCH MARK DISK
 MB0603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0603_SP_SET: ABUTMENT
 MB0603_STAMPING: G 109 1935
 MB0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0603
 MB0603  HISTORY     - Date     Condition        Report By
 MB0603  HISTORY     - 1935     MONUMENTED       CGS
 MB0603  HISTORY     - 19911107 MARK NOT FOUND   OHDT
 MB0603  HISTORY     - 20060718 MARK NOT FOUND   GEOCAC
 MB0603
 MB0603                          STATION DESCRIPTION
 MB0603
 MB0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0603'3.3 MI S FROM SHARON.
 MB0603'IN TRUNBULL COUNTY, 3.3 MILES SOUTH ALONG THE ERIE RAILROAD
 MB0603'FROM THE STATION AT SHARON, MERCER COUNTY, PENNSYLVANIA,
 MB0603'ABOUT 500 FEET NORTH OF MILEPOST 78, AT BRIDGE 78.06, IN THE TOP
 MB0603'OF THE WEST SIDE OF THE NORTH ABUTMENT, 12 FEET WEST OF THE WEST
 MB0603'RAIL, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MB0603'STAMPED G 109 1935.
 MB0603
 MB0603                          STATION RECOVERY (1991)
 MB0603
 MB0603'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (JF)
 MB0603'------ REPORT BY ODOT ---------1991--------- CONDITION - UNKNOWN ----
 MB0603'NOTE*BRIDGE WALLS ARE BADLY DETERIORATED AND CRUMBLING.NO DISK FOUND.
 MB0603
 MB0603                          STATION RECOVERY (2006)
 MB0603
 MB0603'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1068 ***********************************************************************
 KZ1068  DESIGNATION -  G 11
 KZ1068  PID         -  KZ1068
 KZ1068  STATE/COUNTY-  OH/CRAWFORD
 KZ1068  USGS QUAD   -  CRESTLINE (1982)
 KZ1068
 KZ1068                         *CURRENT SURVEY CONTROL
 KZ1068  ___________________________________________________________________
 KZ1068* NAD 83(1986)-  40 46 58.     (N)    082 44 15.     (W)     SCALED    
 KZ1068* NAVD 88     -       354.636  (meters)    1163.50   (feet)  ADJUSTED  
 KZ1068  ___________________________________________________________________
 KZ1068  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KZ1068  DYNAMIC HT  -         354.460 (meters)    1162.92  (feet)  COMP
 KZ1068  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 KZ1068
 KZ1068  VERT ORDER  -  FIRST     CLASS I
 KZ1068
 KZ1068.The horizontal coordinates were scaled from a topographic map and have
 KZ1068.an estimated accuracy of +/- 6 seconds.
 KZ1068
 KZ1068.The orthometric height was determined by differential leveling
 KZ1068.and adjusted by the National Geodetic Survey in June 1991..
 KZ1068
 KZ1068.The geoid height was determined by GEOID03.
 KZ1068
 KZ1068.The dynamic height is computed by dividing the NAVD 88
 KZ1068.geopotential number by the normal gravity value computed on the
 KZ1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1068.degrees latitude (g = 980.6199 gals.).
 KZ1068
 KZ1068.The modeled gravity was interpolated from observed gravity values.
 KZ1068
 KZ1068;                    North         East    Units  Estimated Accuracy
 KZ1068;SPC OH N     -   123,970.      579,950.      MT  (+/- 180 meters Scaled)
 KZ1068
 KZ1068                          SUPERSEDED SURVEY CONTROL
 KZ1068
 KZ1068  NGVD 29 (??/??/92)  354.769  (m)         1163.94   (f) ADJ UNCH    1 1
 KZ1068
 KZ1068.Superseded values are not recommended for survey control.
 KZ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1068.See file dsdata.txt to determine how the superseded data were derived.
 KZ1068
 KZ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF533160(NAD 83)
 KZ1068_MARKER: DB = BENCH MARK DISK
 KZ1068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1068_SP_SET: BUILDING
 KZ1068_STAMPING: G 11 1934
 KZ1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1068
 KZ1068  HISTORY     - Date     Condition        Report By
 KZ1068  HISTORY     - 1934     MONUMENTED       CGS
 KZ1068  HISTORY     - 1967     GOOD             NGS
 KZ1068  HISTORY     - 1973     GOOD             OHDT
 KZ1068  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KZ1068
 KZ1068                          STATION DESCRIPTION
 KZ1068
 KZ1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1068'AT CRESTLINE.
 KZ1068'AT CRESTLINE, ABOUT 0.4 MILE SOUTHWEST ALONG THE NEW YORK
 KZ1068'CENTRAL RAILROAD FROM THE CROSSING OF U.S. HIGHWAY 30N, NEAR
 KZ1068'THE CROSSING OF THE PENNSYLVANIA RAILROAD, SET VERTICALLY IN
 KZ1068'THE NORTHWEST FACE OF THE NEW ABANDONED RAILROAD STATION, 60
 KZ1068'FEET NORTH OF THE NORTH RAIL OF THE NEAR TRACK OF THE
 KZ1068'PENNSYLVANIA RAILROAD, 23.5 FEET SOUTHEAST OF THE SOUTHEAST
 KZ1068'RAIL OF THE NYCRR, 4.2 FEET ABOVE THE LEVEL OF THE GROUND AND
 KZ1068'5 FEET ABOVE THE LEVEL OF THE TRACK.
 KZ1068
 KZ1068                          STATION RECOVERY (1973)
 KZ1068
 KZ1068'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1068'RECOVERED IN GOOD CONDITION.
 KZ1068
 KZ1068                          STATION RECOVERY (1989)
 KZ1068
 KZ1068'RECOVERY NOTE BY US POWER SQUADRON 1989 (DE)
 KZ1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0742 ***********************************************************************
 KY0742  DESIGNATION -  G 115
 KY0742  PID         -  KY0742
 KY0742  STATE/COUNTY-  OH/BELMONT
 KY0742  USGS QUAD   -  LANSING (1994)
 KY0742
 KY0742                         *CURRENT SURVEY CONTROL
 KY0742  ___________________________________________________________________
 KY0742* NAD 83(1986)-  40 05 52.     (N)    080 50 35.     (W)     SCALED    
 KY0742* NAVD 88     -       237.000  (meters)     777.56   (feet)  ADJUSTED  
 KY0742  ___________________________________________________________________
 KY0742  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0742  DYNAMIC HT  -         236.870 (meters)     777.13  (feet)  COMP
 KY0742  MODELED GRAV-     980,074.6   (mgal)                       NAVD 88
 KY0742
 KY0742  VERT ORDER  -  FIRST     CLASS II
 KY0742
 KY0742.The horizontal coordinates were scaled from a topographic map and have
 KY0742.an estimated accuracy of +/- 6 seconds.
 KY0742
 KY0742.The orthometric height was determined by differential leveling
 KY0742.and adjusted by the National Geodetic Survey in June 1991..
 KY0742
 KY0742.The geoid height was determined by GEOID03.
 KY0742
 KY0742.The dynamic height is computed by dividing the NAVD 88
 KY0742.geopotential number by the normal gravity value computed on the
 KY0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0742.degrees latitude (g = 980.6199 gals.).
 KY0742
 KY0742.The modeled gravity was interpolated from observed gravity values.
 KY0742
 KY0742;                    North         East    Units  Estimated Accuracy
 KY0742;SPC OH S     -   234,190.      741,290.      MT  (+/- 180 meters Scaled)
 KY0742
 KY0742                          SUPERSEDED SURVEY CONTROL
 KY0742
 KY0742  NGVD 29 (??/??/92)  237.171  (m)          778.12   (f) ADJ UNCH    1 2
 KY0742
 KY0742.Superseded values are not recommended for survey control.
 KY0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0742.See file dsdata.txt to determine how the superseded data were derived.
 KY0742
 KY0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE133386(NAD 83)
 KY0742_MARKER: DB = BENCH MARK DISK
 KY0742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0742_SP_SET: BRIDGE
 KY0742_STAMPING: G 115 1943
 KY0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0742
 KY0742  HISTORY     - Date     Condition        Report By
 KY0742  HISTORY     - 1943     MONUMENTED       CGS
 KY0742
 KY0742                          STATION DESCRIPTION
 KY0742
 KY0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY0742'0.6 MI S FROM BARTON.
 KY0742'0.6 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY0742'STATE-HIGHWAY CROSSING AT BARTON, BELMONT COUNTY, AT BRIDGE 118
 KY0742'AT THE NORTH PORTAL OF THE BARTON TUNNEL, IN THE TOP OF THE EAST
 KY0742'END OF THE BRIDGE SEAT OF THE NORTH STONE ABUTMENT, 17 FEET
 KY0742'EAST OF THE CENTERLINE OF THE EAST TRACK, AND ABOUT 5 FEET
 KY0742'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 115 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0606 ***********************************************************************
 MC0606  DESIGNATION -  G 116 RESET
 MC0606  PID         -  MC0606
 MC0606  STATE/COUNTY-  OH/HENRY
 MC0606  USGS QUAD   -  MC CLURE (1971)
 MC0606
 MC0606                         *CURRENT SURVEY CONTROL
 MC0606  ___________________________________________________________________
 MC0606* NAD 83(1995)-  41 18 45.83358(N)    083 57 38.28092(W)     ADJUSTED  
 MC0606* NAVD 88     -       209.466  (meters)     687.22   (feet)  ADJUSTED  
 MC0606  ___________________________________________________________________
 MC0606  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 MC0606  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 MC0606  DYNAMIC HT  -         209.372 (meters)     686.91  (feet)  COMP
 MC0606  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 MC0606
 MC0606  HORZ ORDER  -  THIRD
 MC0606  VERT ORDER  -  SECOND    CLASS 0
 MC0606
 MC0606.The horizontal coordinates were established by classical geodetic methods
 MC0606.and adjusted by the National Geodetic Survey in April 1998..
 MC0606.No horizontal observational check was made to the station.
 MC0606
 MC0606.The orthometric height was determined by differential leveling
 MC0606.and adjusted by the National Geodetic Survey in June 1991..
 MC0606
 MC0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0606
 MC0606.The geoid height was determined by GEOID03.
 MC0606
 MC0606.The dynamic height is computed by dividing the NAVD 88
 MC0606.geopotential number by the normal gravity value computed on the
 MC0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0606.degrees latitude (g = 980.6199 gals.).
 MC0606
 MC0606.The modeled gravity was interpolated from observed gravity values.
 MC0606
 MC0606;                    North         East     Units Scale Factor Converg.
 MC0606;SPC OH N     -   183,814.168   477,704.059   MT  0.99994826   -0 57 34.4
 MC0606;UTM  17      - 4,577,703.234   252,172.444   MT  1.00035594   -1 57 19.8
 MC0606;UTM  16      - 4,577,931.282   754,418.884   MT  1.00039669   +2 00 27.2
 MC0606
 MC0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0606!SPC OH N     -   0.99997270  x   0.99994826  =   0.99992096
 MC0606!UTM  17      -   0.99997270  x   1.00035594  =   1.00032863
 MC0606!UTM  16      -   0.99997270  x   1.00039669  =   1.00036938
 MC0606
 MC0606                          SUPERSEDED SURVEY CONTROL
 MC0606
 MC0606  NAD 83(1995)-  41 18 45.84200(N)    083 57 38.28548(W) AD(       ) 3
 MC0606  NAD 83(1986)-  41 18 45.84405(N)    083 57 38.29083(W) AD(       ) 3
 MC0606  NAD 27      -  41 18 45.65768(N)    083 57 38.49112(W) AD(       ) 3
 MC0606  NGVD 29 (??/??/92)  209.66   (m)          687.9    (f) COMPUTED    2 0
 MC0606
 MC0606.Superseded values are not recommended for survey control.
 MC0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0606.See file dsdata.txt to determine how the superseded data were derived.
 MC0606
 MC0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5217277703(NAD 83)
 MC0606_MARKER: DB = BENCH MARK DISK
 MC0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0606_SP_SET: BRIDGE
 MC0606_STAMPING: G 116 RESET 1959
 MC0606_MARK LOGO: CGS   
 MC0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0606
 MC0606  HISTORY     - Date     Condition        Report By
 MC0606  HISTORY     - 1959     MONUMENTED       CGS
 MC0606  HISTORY     - 1963     GOOD             CGS
 MC0606  HISTORY     - 1969     GOOD             CGS
 MC0606  HISTORY     - 1984     GOOD             USPSQD
 MC0606  HISTORY     - 1988     POOR             USPSQD
 MC0606
 MC0606                          STATION DESCRIPTION
 MC0606
 MC0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MC0606'5 MI SW FROM MC CLURE.
 MC0606'4 MILES SOUTH ALONG STATE ROUTE 65 FROM ITS JUNCTION WITH U.S. 6
 MC0606'IN MC CLURE, HENRY COUNTY, 1 MILE WEST ALONG PAVED TOWNSHIP ROAD
 MC0606'K, 23 FEET NORTHWEST OF THE INTERSECTION OF CENTERLINE OF TOWNSHIP
 MC0606'ROAD 5 AND TOWNSHIP ROAD K, 14-1/2 FEET NORTH OF THE CENTERLINE
 MC0606'OF ROAD K, SET IN THE EAST END OF THE NORTH SIDE OF A CONCRETE
 MC0606'BRIDGE ABOUT ONE FOOT HIGHER THAN THE ROAD.
 MC0606
 MC0606                          STATION RECOVERY (1969)
 MC0606
 MC0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MC0606'RECOVERED IN GOOD CONDITION.
 MC0606
 MC0606                          STATION RECOVERY (1984)
 MC0606
 MC0606'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0606'RECOVERED IN GOOD CONDITION.
 MC0606
 MC0606                          STATION RECOVERY (1988)
 MC0606
 MC0606'RECOVERY NOTE BY US POWER SQUADRON 1988 (HRS)
 MC0606'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0620 ***********************************************************************
 MC0620  DESIGNATION -  G 117
 MC0620  PID         -  MC0620
 MC0620  STATE/COUNTY-  OH/HENRY
 MC0620  USGS QUAD   -  MC CLURE (1971)
 MC0620
 MC0620                         *CURRENT SURVEY CONTROL
 MC0620  ___________________________________________________________________
 MC0620* NAD 83(1995)-  41 19 38.59974(N)    083 59 58.27868(W)     ADJUSTED  
 MC0620* NAVD 88     -       208.291  (meters)     683.37   (feet)  ADJUSTED  
 MC0620  ___________________________________________________________________
 MC0620  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 MC0620  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 MC0620  DYNAMIC HT  -         208.199 (meters)     683.07  (feet)  COMP
 MC0620  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 MC0620
 MC0620  HORZ ORDER  -  THIRD
 MC0620  VERT ORDER  -  SECOND    CLASS 0
 MC0620
 MC0620.The horizontal coordinates were established by classical geodetic methods
 MC0620.and adjusted by the National Geodetic Survey in April 1998..
 MC0620
 MC0620.The orthometric height was determined by differential leveling
 MC0620.and adjusted by the National Geodetic Survey in June 1991..
 MC0620
 MC0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0620
 MC0620.The geoid height was determined by GEOID03.
 MC0620
 MC0620.The dynamic height is computed by dividing the NAVD 88
 MC0620.geopotential number by the normal gravity value computed on the
 MC0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0620.degrees latitude (g = 980.6199 gals.).
 MC0620
 MC0620.The modeled gravity was interpolated from observed gravity values.
 MC0620
 MC0620;                    North         East     Units Scale Factor Converg.
 MC0620;SPC OH N     -   185,496.938   474,476.323   MT  0.99994939   -0 59 06.4
 MC0620;UTM  17      - 4,579,442.599   248,973.123   MT  1.00037558   -1 58 54.5
 MC0620;UTM  16      - 4,579,445.369   751,106.917   MT  1.00037608   +1 58 56.8
 MC0620
 MC0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0620!SPC OH N     -   0.99997288  x   0.99994939  =   0.99992227
 MC0620!UTM  17      -   0.99997288  x   1.00037558  =   1.00034845
 MC0620!UTM  16      -   0.99997288  x   1.00037608  =   1.00034895
 MC0620
 MC0620                          SUPERSEDED SURVEY CONTROL
 MC0620
 MC0620  NAD 83(1995)-  41 19 38.60818(N)    083 59 58.28274(W) AD(       ) 3
 MC0620  NAD 83(1986)-  41 19 38.60998(N)    083 59 58.28798(W) AD(       ) 3
 MC0620  NAD 27      -  41 19 38.42300(N)    083 59 58.48000(W) AD(       ) 3
 MC0620  NGVD 29 (??/??/92)  208.472  (m)          683.96   (f) ADJ UNCH    2 0
 MC0620
 MC0620.Superseded values are not recommended for survey control.
 MC0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0620.See file dsdata.txt to determine how the superseded data were derived.
 MC0620
 MC0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF4897379443(NAD 83)
 MC0620_MARKER: DB = BENCH MARK DISK
 MC0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0620_STAMPING: G 117 1947
 MC0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0620+STABILITY: SURFACE MOTION
 MC0620
 MC0620  HISTORY     - Date     Condition        Report By
 MC0620  HISTORY     - 1947     MONUMENTED       CGS
 MC0620  HISTORY     - 1963     GOOD             CGS
 MC0620  HISTORY     - 1963     GOOD             NGS
 MC0620  HISTORY     - 1988     POOR             USPSQD
 MC0620
 MC0620                          STATION DESCRIPTION
 MC0620
 MC0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC0620'THE STATION IS LOCATED AT THE CYNTHIA S. EMERY FARM, NEAR THE
 MC0620'SOUTHEAST PROPERTY
 MC0620'CORNER, IN THE ROAD RIGHT OF WAY, ON THE NORTHWEST CORNER
 MC0620'OF THE ROAD INTERSECTION, 1
 MC0620'MILE SOUTH OF GRELTON.
 MC0620'
 MC0620'STATION IS 6.3 METERS W OF THE CENTERLINE OF NS ROAD, 10.2 METERS N
 MC0620'OF THE CENTERLINE OF W ROAD, 19.5 METERS NW OF THE
 MC0620'POINT OF INTERSECTION OF THE CENTERLINE OF NS ROAD AND THE CENTERLINE
 MC0620'OF BRIDGE, AND 0.4 METER E OF NS FENCE LINE.  STATION
 MC0620'IS 12.5 METERS (41 FEET) FROM THE
 MC0620'POINT OF INTERSECTION OF THE CENTERLINE OF NS ROAD
 MC0620'AND THE CENTERLINE OF ROAD W, S 30 DEG 45 MIN E.
 MC0620'
 MC0620'A STANDARD BENCH MARK DISK STAMPED G 117 1947 SET IN THE TOP OF
 MC0620'A CONCRETE POST 10
 MC0620'INCHES IN DIAMETER.  THE TOP OF THE POST PROTRUDES
 MC0620'2 INCHES ABOVE THE GROUND.
 MC0620
 MC0620                          STATION RECOVERY (1963)
 MC0620
 MC0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC0620'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC0620'EXCEPTIONS--ALL THE FENCES ARE GONE, ABOUT 1/2 OF THE TOP PORTION
 MC0620'OF THE CONCRETE MONUMENT HAS BEEN DESTROYED BY VANDILISUM AND THE
 MC0620'DISK HAS BEEN MUTILATED SLIGHTLY BUT IS STILL INTACT AND SOLID AND
 MC0620'THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA TARGET
 MC0620'8 FEET IN DIAMETER.
 MC0620
 MC0620                          STATION RECOVERY (1963)
 MC0620
 MC0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MC0620'1 MI S FROM GRELTON.
 MC0620'1.0 MILE SOUTH OF GRELTON, HENRY COUNTY, ON THE PLOTTS FARM,
 MC0620'IN 1947, AT THE SOUTHEAST CORNER OF SECTION 1, T 4 N, R 7 E,
 MC0620'NEAR THE FENCE LINE IN THE ROAD RIGHT-OF-WAY, 24 FEET WEST OF
 MC0620'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 34 FEET NORTH OF THE
 MC0620'CENTERLINE OF THE WEST ROAD, 65 FEET NORTH-WEST OF THE CENTERLINE
 MC0620'OF A CONCRETE BRIDGE ON THE NORTH-SOUTH ROAD, AND 13.5 FEET NORTH
 MC0620'OF A POWER POLE, AND SET IN THE TOP OF A CONCRETE POST.
 MC0620'NOTE-- ALL FENCES ARE GONE, ABOUT 1/2 OF THE TOP PORTION OF THE
 MC0620'CONCRETE MONUMENT HAS BEEN DESTROYED BY VANDALISM AND THE DISK
 MC0620'HAS BEEN MUTILATED SLIGHTLY BUT IS STILL INTACT AND SOLID.  THE
 MC0620'CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA TARGET 8
 MC0620'FEET IN DIAMETER.
 MC0620
 MC0620                          STATION RECOVERY (1988)
 MC0620
 MC0620'RECOVERY NOTE BY US POWER SQUADRON 1988 (HRS)
 MC0620'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0487 ***********************************************************************
 JY0487  DESIGNATION -  G 119
 JY0487  PID         -  JY0487
 JY0487  STATE/COUNTY-  OH/ROSS
 JY0487  USGS QUAD   -  WAVERLY NORTH (1992)
 JY0487
 JY0487                         *CURRENT SURVEY CONTROL
 JY0487  ___________________________________________________________________
 JY0487* NAD 83(1986)-  39 13 20.     (N)    082 52 38.     (W)     SCALED    
 JY0487* NAVD 88     -       182.881  (meters)     600.00   (feet)  ADJUSTED  
 JY0487  ___________________________________________________________________
 JY0487  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JY0487  DYNAMIC HT  -         182.769 (meters)     599.63  (feet)  COMP
 JY0487  MODELED GRAV-     980,014.1   (mgal)                       NAVD 88
 JY0487
 JY0487  VERT ORDER  -  FIRST     CLASS II
 JY0487
 JY0487.The horizontal coordinates were scaled from a topographic map and have
 JY0487.an estimated accuracy of +/- 6 seconds.
 JY0487
 JY0487.The orthometric height was determined by differential leveling
 JY0487.and adjusted by the National Geodetic Survey in June 1991..
 JY0487.WARNING-Repeat measurements at this control monument indicate possible
 JY0487.vertical movement.
 JY0487
 JY0487.The geoid height was determined by GEOID03.
 JY0487
 JY0487.The dynamic height is computed by dividing the NAVD 88
 JY0487.geopotential number by the normal gravity value computed on the
 JY0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0487.degrees latitude (g = 980.6199 gals.).
 JY0487
 JY0487.The modeled gravity was interpolated from observed gravity values.
 JY0487
 JY0487;                    North         East    Units  Estimated Accuracy
 JY0487;SPC OH S     -   135,750.      567,430.      MT  (+/- 180 meters Scaled)
 JY0487
 JY0487                          SUPERSEDED SURVEY CONTROL
 JY0487
 JY0487  NGVD 29 (??/??/92)  183.043  (m)          600.53   (f) ADJ UNCH    1 2
 JY0487
 JY0487.Superseded values are not recommended for survey control.
 JY0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0487.See file dsdata.txt to determine how the superseded data were derived.
 JY0487
 JY0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD379431(NAD 83)
 JY0487_MARKER: DB = BENCH MARK DISK
 JY0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0487_SP_SET: CULVERT
 JY0487_STAMPING: G 119 1943
 JY0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0487
 JY0487  HISTORY     - Date     Condition        Report By
 JY0487  HISTORY     - 1943     MONUMENTED       CGS
 JY0487  HISTORY     - 1967     GOOD             NGS
 JY0487  HISTORY     - 20050416 GOOD             GEOCAC
 JY0487
 JY0487                          STATION DESCRIPTION
 JY0487
 JY0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0487'9.5 MI SE FROM CHILLICOTHE.
 JY0487'ABOUT 9.5 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0487'FROM THE BALTIMORE AND OHIO RAILROAD STATION AT CHILLICOTHE, 0.45
 JY0487'MILE NORTHEAST OF MILEPOST N 646, SET ON THE TOP OF THE SOUTHEAST
 JY0487'END OF THE SOUTHWEST CONCRETE HEAD WALL OF A 11-FOOT CULVERT,
 JY0487'39 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET NORTH OF THE SOUTH
 JY0487'END OF THE HEAD WALL AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
 JY0487
 JY0487                          STATION RECOVERY (2005)
 JY0487
 JY0487'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0487'WAAS CORRECTED NAD83 HNADHELD GPS COORDINATES 39 13 19.1 (N)  82 52
 JY0487'38.0 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1594 ***********************************************************************
 KZ1594  DESIGNATION -  G 12
 KZ1594  PID         -  KZ1594
 KZ1594  STATE/COUNTY-  OH/FRANKLIN
 KZ1594  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ1594
 KZ1594                         *CURRENT SURVEY CONTROL
 KZ1594  ___________________________________________________________________
 KZ1594* NAD 83(1986)-  40 05 10.     (N)    083 00 05.     (W)     SCALED    
 KZ1594* NAVD 88     -       277.304  (meters)     909.79   (feet)  ADJUSTED  
 KZ1594  ___________________________________________________________________
 KZ1594  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ1594  DYNAMIC HT  -         277.156 (meters)     909.30  (feet)  COMP
 KZ1594  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 KZ1594
 KZ1594  VERT ORDER  -  FIRST     CLASS I
 KZ1594
 KZ1594.The horizontal coordinates were scaled from a topographic map and have
 KZ1594.an estimated accuracy of +/- 6 seconds.
 KZ1594
 KZ1594.The orthometric height was determined by differential leveling
 KZ1594.and adjusted by the National Geodetic Survey in June 1991..
 KZ1594.WARNING-Repeat measurements at this control monument indicate possible
 KZ1594.vertical movement.
 KZ1594
 KZ1594.The geoid height was determined by GEOID03.
 KZ1594
 KZ1594.The dynamic height is computed by dividing the NAVD 88
 KZ1594.geopotential number by the normal gravity value computed on the
 KZ1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1594.degrees latitude (g = 980.6199 gals.).
 KZ1594
 KZ1594.The modeled gravity was interpolated from observed gravity values.
 KZ1594
 KZ1594;                    North         East    Units  Estimated Accuracy
 KZ1594;SPC OH S     -   231,710.      557,240.      MT  (+/- 180 meters Scaled)
 KZ1594
 KZ1594                          SUPERSEDED SURVEY CONTROL
 KZ1594
 KZ1594  NGVD 29 (??/??/92)  277.467  (m)          910.32   (f) ADJ UNCH    1 1
 KZ1594
 KZ1594.Superseded values are not recommended for survey control.
 KZ1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1594.See file dsdata.txt to determine how the superseded data were derived.
 KZ1594
 KZ1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE293392(NAD 83)
 KZ1594_MARKER: DB = BENCH MARK DISK
 KZ1594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1594_SP_SET: SIGNAL TOWER CONCRETE BASE
 KZ1594_STAMPING: G 12 1934
 KZ1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1594
 KZ1594  HISTORY     - Date     Condition        Report By
 KZ1594  HISTORY     - 1934     MONUMENTED       CGS
 KZ1594  HISTORY     - 1967     GOOD             NGS
 KZ1594
 KZ1594                          STATION DESCRIPTION
 KZ1594
 KZ1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1594'AT WORTHINGTON.
 KZ1594'AT WORTHINGTON, 0.2 MILE SOUTH ALONG THE NEW YORK CENTRAL
 KZ1594'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 161, ABOUT 0.1 MILE
 KZ1594'NORTH OF THE SWITCH TOWER AT THE CROSSING OF THE PENNSYLVANIA
 KZ1594'RAILROAD, 31 FEET NORTH OF MILEPOST 130, SET ON THE TOP OF
 KZ1594'THE NORTH CORNER OF A 2 1/2-FOOT SQUARE CONCRETE BASE OF AN
 KZ1594'ABANDONED SIGNAL TOWER, 8.2 FEET WEST OF THE WEST RAIL OF THE
 KZ1594'MAIN TRACK, 7.3 FEET NORTH OF A SEMAPHORE, 1 FOOT UNDERGROUND
 KZ1594'AND 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1506 ***********************************************************************
 HY1506  DESIGNATION -  G 120
 HY1506  PID         -  HY1506
 HY1506  STATE/COUNTY-  OH/PIKE
 HY1506  USGS QUAD   -  WAKEFIELD (1986)
 HY1506
 HY1506                         *CURRENT SURVEY CONTROL
 HY1506  ___________________________________________________________________
 HY1506* NAD 83(1986)-  38 59 10.     (N)    083 01 20.     (W)     SCALED    
 HY1506* NAVD 88     -       167.119  (meters)     548.29   (feet)  ADJUSTED  
 HY1506  ___________________________________________________________________
 HY1506  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HY1506  DYNAMIC HT  -         167.016 (meters)     547.95  (feet)  COMP
 HY1506  MODELED GRAV-     980,011.0   (mgal)                       NAVD 88
 HY1506
 HY1506  VERT ORDER  -  FIRST     CLASS I
 HY1506
 HY1506.The horizontal coordinates were scaled from a topographic map and have
 HY1506.an estimated accuracy of +/- 6 seconds.
 HY1506
 HY1506.The orthometric height was determined by differential leveling
 HY1506.and adjusted by the National Geodetic Survey in June 1991..
 HY1506
 HY1506.The geoid height was determined by GEOID03.
 HY1506
 HY1506.The dynamic height is computed by dividing the NAVD 88
 HY1506.geopotential number by the normal gravity value computed on the
 HY1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1506.degrees latitude (g = 980.6199 gals.).
 HY1506
 HY1506.The modeled gravity was interpolated from observed gravity values.
 HY1506
 HY1506;                    North         East    Units  Estimated Accuracy
 HY1506;SPC OH S     -   109,600.      554,760.      MT  (+/- 180 meters Scaled)
 HY1506
 HY1506                          SUPERSEDED SURVEY CONTROL
 HY1506
 HY1506  NGVD 29 (??/??/92)  167.289  (m)          548.85   (f) ADJ UNCH    1 1
 HY1506
 HY1506.Superseded values are not recommended for survey control.
 HY1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1506.See file dsdata.txt to determine how the superseded data were derived.
 HY1506
 HY1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD248171(NAD 83)
 HY1506_MARKER: DB = BENCH MARK DISK
 HY1506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1506_SP_SET: CULVERT
 HY1506_STAMPING: G 120 1943
 HY1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1506
 HY1506  HISTORY     - Date     Condition        Report By
 HY1506  HISTORY     - 1943     MONUMENTED       CGS
 HY1506  HISTORY     - 1967     GOOD             NGS
 HY1506  HISTORY     - 20051101 GOOD             GEOCAC
 HY1506
 HY1506                          STATION DESCRIPTION
 HY1506
 HY1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1506'1 MI N FROM WAKEFIELD.
 HY1506'ABOUT 0.95 MILE NORTH ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1506'FROM THE BRIDGE OVER SALT CREEK AT WAKEFIELD, 0.3 MILE NORTH
 HY1506'OF MILEPOST N 625, SET ON THE TOP OF THE SOUTH END OF THE WEST
 HY1506'CONCRETE HEAD WALL OF A 4-BY-5-FOOT CONCRETE BOX CULVERT UNDER
 HY1506'OLD HIGHWAY 23, 29.5 FEET EAST OF THE EAST RAIL, 14 FEET WEST
 HY1506'OF THE CENTER LINE OF THE OLD HIGHWAY AND ABOUT 10 FEET BELOW
 HY1506'THE LEVEL OF THE TRACK.
 HY1506
 HY1506                          STATION RECOVERY (2005)
 HY1506
 HY1506'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 HY1506'DISC HAS BEEN SCRAPED, BUT OTHERWISE INTACT.  NAD83 HANDHELD GPS
 HY1506'COORDINATES 38 59 10.1 N  083 01 19.7 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1386 ***********************************************************************
 KY1386  DESIGNATION -  G 121
 KY1386  PID         -  KY1386
 KY1386  STATE/COUNTY-  OH/TUSCARAWAS
 KY1386  USGS QUAD   -  NEW PHILADELPHIA (1994)
 KY1386
 KY1386                         *CURRENT SURVEY CONTROL
 KY1386  ___________________________________________________________________
 KY1386* NAD 83(1986)-  40 28 20.     (N)    081 25 46.     (W)     SCALED    
 KY1386* NAVD 88     -       263.082  (meters)     863.13   (feet)  ADJUSTED  
 KY1386  ___________________________________________________________________
 KY1386  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KY1386  DYNAMIC HT  -         262.952 (meters)     862.70  (feet)  COMP
 KY1386  MODELED GRAV-     980,126.3   (mgal)                       NAVD 88
 KY1386
 KY1386  VERT ORDER  -  FIRST     CLASS II
 KY1386
 KY1386.The horizontal coordinates were scaled from a topographic map and have
 KY1386.an estimated accuracy of +/- 6 seconds.
 KY1386
 KY1386.The orthometric height was determined by differential leveling
 KY1386.and adjusted by the National Geodetic Survey in June 1991..
 KY1386
 KY1386.The geoid height was determined by GEOID03.
 KY1386
 KY1386.The dynamic height is computed by dividing the NAVD 88
 KY1386.geopotential number by the normal gravity value computed on the
 KY1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1386.degrees latitude (g = 980.6199 gals.).
 KY1386
 KY1386.The modeled gravity was interpolated from observed gravity values.
 KY1386
 KY1386;                    North         East    Units  Estimated Accuracy
 KY1386;SPC OH N     -    90,010.      690,780.      MT  (+/- 180 meters Scaled)
 KY1386
 KY1386                          SUPERSEDED SURVEY CONTROL
 KY1386
 KY1386  NGVD 29 (??/??/92)  263.288  (m)          863.80   (f) ADJ UNCH    1 2
 KY1386
 KY1386.Superseded values are not recommended for survey control.
 KY1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1386.See file dsdata.txt to determine how the superseded data were derived.
 KY1386
 KY1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME635802(NAD 83)
 KY1386_MARKER: DB = BENCH MARK DISK
 KY1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1386_STAMPING: G 121 1943
 KY1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1386+STABILITY: SURFACE MOTION
 KY1386
 KY1386  HISTORY     - Date     Condition        Report By
 KY1386  HISTORY     - 1943     MONUMENTED       CGS
 KY1386
 KY1386                          STATION DESCRIPTION
 KY1386
 KY1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1386'1.5 MI SE FROM NEW PHILADELPHIA.
 KY1386'1.5 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1386'THE PASSENGER STATION AT NEW PHILADELPHIA, TUSCARAWAS COUNTY, 90
 KY1386'YARDS NORTH OF POLE 68+20, AT A DIRT-ROAD CROSSING, 93 FEET SOUTH
 KY1386'OF THE CENTERLINE OF THE ROAD, 26.5 FEET EAST OF THE CENTERLINE
 KY1386'OF THE EAST TRACK, 2.3 FEET NORTH OF A WHITE WOODEN WITNESS
 KY1386'POST, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KY1386'G 121 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KY1386'ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0296 ***********************************************************************
 MD0296  DESIGNATION -  G 122
 MD0296  PID         -  MD0296
 MD0296  STATE/COUNTY-  OH/PAULDING
 MD0296  USGS QUAD   -  ANTWERP (1973)
 MD0296
 MD0296                         *CURRENT SURVEY CONTROL
 MD0296  ___________________________________________________________________
 MD0296* NAD 83(1986)-  41 12 29.     (N)    084 44 56.     (W)     SCALED    
 MD0296* NAVD 88     -       224.005  (meters)     734.92   (feet)  ADJUSTED  
 MD0296  ___________________________________________________________________
 MD0296  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MD0296  DYNAMIC HT  -         223.914 (meters)     734.62  (feet)  COMP
 MD0296  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 MD0296
 MD0296  VERT ORDER  -  SECOND    CLASS 0
 MD0296
 MD0296.The horizontal coordinates were scaled from a topographic map and have
 MD0296.an estimated accuracy of +/- 6 seconds.
 MD0296
 MD0296.The orthometric height was determined by differential leveling
 MD0296.and adjusted by the National Geodetic Survey in June 1991..
 MD0296
 MD0296.The geoid height was determined by GEOID03.
 MD0296
 MD0296.The dynamic height is computed by dividing the NAVD 88
 MD0296.geopotential number by the normal gravity value computed on the
 MD0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0296.degrees latitude (g = 980.6199 gals.).
 MD0296
 MD0296.The modeled gravity was interpolated from observed gravity values.
 MD0296
 MD0296;                    North         East    Units  Estimated Accuracy
 MD0296;SPC OH N     -   173,600.      411,420.      MT  (+/- 180 meters Scaled)
 MD0296
 MD0296                          SUPERSEDED SURVEY CONTROL
 MD0296
 MD0296  NGVD 29 (??/??/92)  224.151  (m)          735.40   (f) ADJ UNCH    2 0
 MD0296
 MD0296.Superseded values are not recommended for survey control.
 MD0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0296.See file dsdata.txt to determine how the superseded data were derived.
 MD0296
 MD0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL887642(NAD 83)
 MD0296_MARKER: DB = BENCH MARK DISK
 MD0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0296_STAMPING: G 122 1946
 MD0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0296+STABILITY: SURFACE MOTION
 MD0296
 MD0296  HISTORY     - Date     Condition        Report By
 MD0296  HISTORY     - 1946     MONUMENTED       CGS
 MD0296  HISTORY     - 1960     MARK NOT FOUND   USGS
 MD0296
 MD0296                          STATION DESCRIPTION
 MD0296
 MD0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0296'2 MI N FROM ANTWERP.
 MD0296'ABOUT 1.95 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST
 MD0296'OFFICE AT ANTWERP, ABOUT 0.85 MILE SOUTH OF THE BRIDGE OVER THE
 MD0296'MARIE DE LARME CREEK, 0.6 MILE NORTH OF THE MAUMEE RIVER BRIDGE,
 MD0296'AT A CROSS ROAD, 59 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MD0296'19 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD LEADING
 MD0296'WEST, 33 FEET WEST OF A FENCE CORNER POST, 1 FOOT SOUTH OF A
 MD0296'WIRE FENCE, ABOUT LEVEL WITH THE INTERSECTION, AND SET IN THE
 MD0296'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 MD0296
 MD0296                          STATION RECOVERY (1960)
 MD0296
 MD0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MD0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0448 ***********************************************************************
 MD0448  DESIGNATION -  G 123
 MD0448  PID         -  MD0448
 MD0448  STATE/COUNTY-  OH/DEFIANCE
 MD0448  USGS QUAD   -  HICKSVILLE (1979)
 MD0448
 MD0448                         *CURRENT SURVEY CONTROL
 MD0448  ___________________________________________________________________
 MD0448* NAD 83(1986)-  41 18 13.     (N)    084 46 38.     (W)     SCALED    
 MD0448* NAVD 88     -       240.953  (meters)     790.53   (feet)  ADJUSTED  
 MD0448  ___________________________________________________________________
 MD0448  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MD0448  DYNAMIC HT  -         240.857 (meters)     790.21  (feet)  COMP
 MD0448  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 MD0448
 MD0448  VERT ORDER  -  SECOND    CLASS 0
 MD0448
 MD0448.The horizontal coordinates were scaled from a topographic map and have
 MD0448.an estimated accuracy of +/- 6 seconds.
 MD0448
 MD0448.The orthometric height was determined by differential leveling
 MD0448.and adjusted by the National Geodetic Survey in June 1991..
 MD0448
 MD0448.The geoid height was determined by GEOID03.
 MD0448
 MD0448.The dynamic height is computed by dividing the NAVD 88
 MD0448.geopotential number by the normal gravity value computed on the
 MD0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0448.degrees latitude (g = 980.6199 gals.).
 MD0448
 MD0448.The modeled gravity was interpolated from observed gravity values.
 MD0448
 MD0448;                    North         East    Units  Estimated Accuracy
 MD0448;SPC OH N     -   184,270.      409,320.      MT  (+/- 180 meters Scaled)
 MD0448
 MD0448                          SUPERSEDED SURVEY CONTROL
 MD0448
 MD0448  NGVD 29 (??/??/92)  241.100  (m)          791.01   (f) ADJ UNCH    2 0
 MD0448
 MD0448.Superseded values are not recommended for survey control.
 MD0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0448.See file dsdata.txt to determine how the superseded data were derived.
 MD0448
 MD0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL860748(NAD 83)
 MD0448_MARKER: DB = BENCH MARK DISK
 MD0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0448_SP_SET: CULVERT
 MD0448_STAMPING: G 123 1946
 MD0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0448
 MD0448  HISTORY     - Date     Condition        Report By
 MD0448  HISTORY     - 1946     MONUMENTED       CGS
 MD0448  HISTORY     - 1958     MARK NOT FOUND   NGS
 MD0448
 MD0448                          STATION DESCRIPTION
 MD0448
 MD0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0448'1 MI NW FROM HICKSVILLE.
 MD0448'ABOUT 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 18 FROM THE HIGH
 MD0448'SCHOOL AT HICKSVILLE, 0.1 MILE NORTHWEST OF THE ENTRANCE TO
 MD0448'THE FOREST HOME CEMETERY, ABOUT 100 YARDS NORTHWEST OF THE
 MD0448'HICKSVILLE CITY LIMIT SIGN, SET IN THE TOP OF THE SOUTHEAST END
 MD0448'OF THE SOUTHWEST CONCRETE HEAD WALL OF AN 18 INCH PIPE CULVERT,
 MD0448'15 FEET SOUTHWEST OF AND ABOUT 0.5 FOOT BELOW THE CENTER LINE
 MD0448'OF THE HIGHWAY.  NOTE-- THE HIGHWAY HAS BEEN WIDENED.
 MD0448
 MD0448                          STATION RECOVERY (1958)
 MD0448
 MD0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MD0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0464 ***********************************************************************
 MD0464  DESIGNATION -  G 124 RESET
 MD0464  PID         -  MD0464
 MD0464  STATE/COUNTY-  OH/PAULDING
 MD0464  USGS QUAD   -  ANTWERP (1973)
 MD0464
 MD0464                         *CURRENT SURVEY CONTROL
 MD0464  ___________________________________________________________________
 MD0464* NAD 83(1986)-  41 13 28.     (N)    084 37 54.     (W)     SCALED    
 MD0464* NAVD 88     -       218.95   (+/-2cm)     718.3    (feet)  VERTCON   
 MD0464  ___________________________________________________________________
 MD0464  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MD0464
 MD0464  VERT ORDER  -  THIRD (See Below)
 MD0464
 MD0464.The horizontal coordinates were scaled from a topographic map and have
 MD0464.an estimated accuracy of +/- 6 seconds.
 MD0464
 MD0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD0464.The vertical order pertains to the NGVD 29 superseded value.
 MD0464
 MD0464.The geoid height was determined by GEOID03.
 MD0464
 MD0464;                    North         East    Units  Estimated Accuracy
 MD0464;SPC OH N     -   175,170.      421,290.      MT  (+/- 180 meters Scaled)
 MD0464
 MD0464                          SUPERSEDED SURVEY CONTROL
 MD0464
 MD0464  NGVD 29 (??/??/??)  219.10   (m)          718.8    (f) RESET       3  
 MD0464
 MD0464.Superseded values are not recommended for survey control.
 MD0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0464.See file dsdata.txt to determine how the superseded data were derived.
 MD0464
 MD0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL985663(NAD 83)
 MD0464_MARKER: DB = BENCH MARK DISK
 MD0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0464_STAMPING: G 124 RESET 1958
 MD0464_MARK LOGO: CGS   
 MD0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0464+STABILITY: SURFACE MOTION
 MD0464
 MD0464  HISTORY     - Date     Condition        Report By
 MD0464  HISTORY     - 1958     MONUMENTED       OHHD
 MD0464  HISTORY     - 1961     GOOD             CGS
 MD0464
 MD0464                          STATION DESCRIPTION
 MD0464
 MD0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MD0464'7.2 MI NE FROM ANTWERP.
 MD0464'ABOUT 7.15 MILES NORTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST
 MD0464'OFFICE AT ANTWERP, AT THE JUNCTION OF A ROAD LEADING SOUTH, 23.5
 MD0464'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET WEST OF THE
 MD0464'CENTERLINE OF THE ROAD LEADING NORTH, ABOUT LEVEL WITH THE
 MD0464'HIGHWAY, AND SET IN A CONCRETE MONUMENT ON US-24 AT STATION
 MD0464'560+00, 49 FEET LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0585 ***********************************************************************
 LA0585  DESIGNATION -  G 125
 LA0585  PID         -  LA0585
 LA0585  STATE/COUNTY-  OH/VAN WERT
 LA0585  USGS QUAD   -  WREN (1994)
 LA0585
 LA0585                         *CURRENT SURVEY CONTROL
 LA0585  ___________________________________________________________________
 LA0585* NAD 83(1986)-  40 49 46.     (N)    084 46 30.     (W)     SCALED    
 LA0585* NAVD 88     -       254.956  (meters)     836.47   (feet)  ADJUSTED  
 LA0585  ___________________________________________________________________
 LA0585  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0585  DYNAMIC HT  -         254.844 (meters)     836.10  (feet)  COMP
 LA0585  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 LA0585
 LA0585  VERT ORDER  -  SECOND    CLASS 0
 LA0585
 LA0585.The horizontal coordinates were scaled from a topographic map and have
 LA0585.an estimated accuracy of +/- 6 seconds.
 LA0585
 LA0585.The orthometric height was determined by differential leveling
 LA0585.and adjusted by the National Geodetic Survey in June 1991..
 LA0585
 LA0585.The geoid height was determined by GEOID03.
 LA0585
 LA0585.The dynamic height is computed by dividing the NAVD 88
 LA0585.geopotential number by the normal gravity value computed on the
 LA0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0585.degrees latitude (g = 980.6199 gals.).
 LA0585
 LA0585.The modeled gravity was interpolated from observed gravity values.
 LA0585
 LA0585;                    North         East    Units  Estimated Accuracy
 LA0585;SPC OH N     -   131,620.      408,130.      MT  (+/- 180 meters Scaled)
 LA0585
 LA0585                          SUPERSEDED SURVEY CONTROL
 LA0585
 LA0585  NGVD 29 (??/??/92)  255.114  (m)          836.99   (f) ADJ UNCH    2 0
 LA0585
 LA0585.Superseded values are not recommended for survey control.
 LA0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0585.See file dsdata.txt to determine how the superseded data were derived.
 LA0585
 LA0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL876222(NAD 83)
 LA0585_MARKER: DB = BENCH MARK DISK
 LA0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0585_STAMPING: G 125 1947
 LA0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0585+STABILITY: SURFACE MOTION
 LA0585
 LA0585  HISTORY     - Date     Condition        Report By
 LA0585  HISTORY     - 1947     MONUMENTED       CGS
 LA0585
 LA0585                          STATION DESCRIPTION
 LA0585
 LA0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0585'2 MI N FROM WREN.
 LA0585'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE
 LA0585'AT WREN, ABOUT 1.0 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 LA0585'224, AT A CROSS ROAD AND THE PLEASANT VIEW BAPTIST CHURCH, 97
 LA0585'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF
 LA0585'THE CENTER LINE OF THE CROSS ROAD, 13 FEET NORTHWEST OF THE
 LA0585'NORTHWEST CORNER OF THE RED BRICK CHURCH BUILDING, 1 FOOT EAST
 LA0585'OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 LA0585'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LA0585'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0746 ***********************************************************************
 LA0746  DESIGNATION -  G 126
 LA0746  PID         -  LA0746
 LA0746  STATE/COUNTY-  OH/VAN WERT
 LA0746  USGS QUAD   -  CONVOY (1980)
 LA0746
 LA0746                         *CURRENT SURVEY CONTROL
 LA0746  ___________________________________________________________________
 LA0746* NAD 83(1986)-  40 56 45.     (N)    084 40 05.     (W)     SCALED    
 LA0746* NAVD 88     -       233.269  (meters)     765.32   (feet)  ADJUSTED  
 LA0746  ___________________________________________________________________
 LA0746  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 LA0746  DYNAMIC HT  -         233.169 (meters)     764.99  (feet)  COMP
 LA0746  MODELED GRAV-     980,187.4   (mgal)                       NAVD 88
 LA0746
 LA0746  VERT ORDER  -  SECOND    CLASS 0
 LA0746
 LA0746.The horizontal coordinates were scaled from a topographic map and have
 LA0746.an estimated accuracy of +/- 6 seconds.
 LA0746
 LA0746.The orthometric height was determined by differential leveling
 LA0746.and adjusted by the National Geodetic Survey in June 1991..
 LA0746
 LA0746.The geoid height was determined by GEOID03.
 LA0746
 LA0746.The dynamic height is computed by dividing the NAVD 88
 LA0746.geopotential number by the normal gravity value computed on the
 LA0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0746.degrees latitude (g = 980.6199 gals.).
 LA0746
 LA0746.The modeled gravity was interpolated from observed gravity values.
 LA0746
 LA0746;                    North         East    Units  Estimated Accuracy
 LA0746;SPC OH N     -   144,320.      417,470.      MT  (+/- 180 meters Scaled)
 LA0746
 LA0746                          SUPERSEDED SURVEY CONTROL
 LA0746
 LA0746  NGVD 29 (??/??/92)  233.427  (m)          765.84   (f) ADJ UNCH    2 0
 LA0746
 LA0746.Superseded values are not recommended for survey control.
 LA0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0746.See file dsdata.txt to determine how the superseded data were derived.
 LA0746
 LA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL962353(NAD 83)
 LA0746_MARKER: DB = BENCH MARK DISK
 LA0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0746_STAMPING: G 126 1947
 LA0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0746+STABILITY: SURFACE MOTION
 LA0746
 LA0746  HISTORY     - Date     Condition        Report By
 LA0746  HISTORY     - 1947     MONUMENTED       CGS
 LA0746
 LA0746                          STATION DESCRIPTION
 LA0746
 LA0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0746'4.6 MI W FROM CAVETT.
 LA0746'ABOUT 4.6 MILES WEST ALONG A BLACK TOP ROAD FROM THE CINCINNATI
 LA0746'NORTHERN RAILROAD STATION AT CAVETT, AT A CROSS ROAD (GRAVEL
 LA0746'NORTH - BLACK TOP SOUTH), 16 FEET NORTH OF THE CENTER LINE OF THE
 LA0746'MAIN ROAD, 108 FEET WEST OF THE CENTER LINE OF THE CROSS
 LA0746'ROAD, 84 FEET WEST OF THE WEST END OF THE NORTH HEAD WALL OF
 LA0746'A SMALL CONCRETE CULVERT ON EAST-WEST ROAD, 6 FEET EAST OF A
 LA0746'TELEPHONE POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 LA0746'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LA0746'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0603 ***********************************************************************
 LA0603  DESIGNATION -  G 127
 LA0603  PID         -  LA0603
 LA0603  STATE/COUNTY-  OH/MERCER
 LA0603  USGS QUAD   -  WILLSHIRE (1960)
 LA0603
 LA0603                         *CURRENT SURVEY CONTROL
 LA0603  ___________________________________________________________________
 LA0603* NAD 83(1986)-  40 40 11.     (N)    084 47 08.     (W)     SCALED    
 LA0603* NAVD 88     -       251.222  (meters)     824.22   (feet)  ADJUSTED  
 LA0603  ___________________________________________________________________
 LA0603  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LA0603  DYNAMIC HT  -         251.106 (meters)     823.84  (feet)  COMP
 LA0603  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 LA0603
 LA0603  VERT ORDER  -  SECOND    CLASS 0
 LA0603
 LA0603.The horizontal coordinates were scaled from a topographic map and have
 LA0603.an estimated accuracy of +/- 6 seconds.
 LA0603
 LA0603.The orthometric height was determined by differential leveling
 LA0603.and adjusted by the National Geodetic Survey in June 1991..
 LA0603
 LA0603.The geoid height was determined by GEOID03.
 LA0603
 LA0603.The dynamic height is computed by dividing the NAVD 88
 LA0603.geopotential number by the normal gravity value computed on the
 LA0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0603.degrees latitude (g = 980.6199 gals.).
 LA0603
 LA0603.The modeled gravity was interpolated from observed gravity values.
 LA0603
 LA0603;                    North         East    Units  Estimated Accuracy
 LA0603;SPC OH N     -   113,920.      406,780.      MT  (+/- 180 meters Scaled)
 LA0603
 LA0603                          SUPERSEDED SURVEY CONTROL
 LA0603
 LA0603  NGVD 29 (??/??/92)  251.379  (m)          824.73   (f) ADJ UNCH    2 0
 LA0603
 LA0603.Superseded values are not recommended for survey control.
 LA0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0603.See file dsdata.txt to determine how the superseded data were derived.
 LA0603
 LA0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL871044(NAD 83)
 LA0603_MARKER: DB = BENCH MARK DISK
 LA0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0603_STAMPING: G 127 1947
 LA0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0603+STABILITY: SURFACE MOTION
 LA0603
 LA0603  HISTORY     - Date     Condition        Report By
 LA0603  HISTORY     - 1947     MONUMENTED       CGS
 LA0603
 LA0603                          STATION DESCRIPTION
 LA0603
 LA0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0603'2 MI N FROM CHATTANOOGA.
 LA0603'ABOUT 1.95 MILE NORTH ALONG STATE HIGHWAY 49 FROM THE METHODIST
 LA0603'CHURCH AT CHATTANOOGA, ABOUT 0.95 MILE NORTH OF THE INTERSECTION
 LA0603'OF STATE HIGHWAY 707, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 LA0603'WEST, 55 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 LA0603'NORTH OF THE CENTER LINE OF THE ROAD WEST, 20.5 FEET WEST OF A
 LA0603'FENCE CORNER, 1.2 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WHITE
 LA0603'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 LA0603'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0553 ***********************************************************************
 LA0553  DESIGNATION -  G 128
 LA0553  PID         -  LA0553
 LA0553  STATE/COUNTY-  OH/MERCER
 LA0553  USGS QUAD   -  ERASTUS (1980)
 LA0553
 LA0553                         *CURRENT SURVEY CONTROL
 LA0553  ___________________________________________________________________
 LA0553* NAD 83(1986)-  40 32 44.     (N)    084 42 33.     (W)     SCALED    
 LA0553* NAVD 88     -       260.303  (meters)     854.01   (feet)  ADJUSTED  
 LA0553  ___________________________________________________________________
 LA0553  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LA0553  DYNAMIC HT  -         260.179 (meters)     853.60  (feet)  COMP
 LA0553  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 LA0553
 LA0553  VERT ORDER  -  SECOND    CLASS 0
 LA0553
 LA0553.The horizontal coordinates were scaled from a topographic map and have
 LA0553.an estimated accuracy of +/- 6 seconds.
 LA0553
 LA0553.The orthometric height was determined by differential leveling
 LA0553.and adjusted by the National Geodetic Survey in June 1991..
 LA0553
 LA0553.The geoid height was determined by GEOID03.
 LA0553
 LA0553.The dynamic height is computed by dividing the NAVD 88
 LA0553.geopotential number by the normal gravity value computed on the
 LA0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0553.degrees latitude (g = 980.6199 gals.).
 LA0553
 LA0553.The modeled gravity was interpolated from observed gravity values.
 LA0553
 LA0553;                    North         East    Units  Estimated Accuracy
 LA0553;SPC OH N     -    99,970.      412,880.      MT  (+/- 180 meters Scaled)
 LA0553
 LA0553                          SUPERSEDED SURVEY CONTROL
 LA0553
 LA0553  NGVD 29 (??/??/92)  260.459  (m)          854.52   (f) ADJ UNCH    2 0
 LA0553
 LA0553.Superseded values are not recommended for survey control.
 LA0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0553.See file dsdata.txt to determine how the superseded data were derived.
 LA0553
 LA0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK939908(NAD 83)
 LA0553_MARKER: DB = BENCH MARK DISK
 LA0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0553_STAMPING: G 128 1947
 LA0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0553+STABILITY: SURFACE MOTION
 LA0553
 LA0553  HISTORY     - Date     Condition        Report By
 LA0553  HISTORY     - 1947     MONUMENTED       CGS
 LA0553
 LA0553                          STATION DESCRIPTION
 LA0553
 LA0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0553'2.1 MI E FROM WABASH.
 LA0553'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 29 FROM THE CROSSROADS
 LA0553'AT WABASH, 115 YARDS WEST OF A CROSS ROAD, 210 FEET
 LA0553'EAST-SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE RAIL OF A
 LA0553'30-FOOT CONCRETE BRIDGE, 33 FEET SOUTH OF THE CENTER LINE OF THE
 LA0553'HIGHWAY, 1 FOOT EAST OF THE FENCE LINE ON THE WEST SIDE OF A
 LA0553'SMALL PARK ON THE WEST SIDE OF A STORE AND SERVICE STATION, 10
 LA0553'FEET SOUTH OF THE FENCE CORNER, 11.5 FEET WEST-SOUTHWEST OF THE
 LA0553'CENTER OF A 5 BY 2 BY 3 FOOT BOULDER, 3 FEET SOUTH OF A WHITE
 LA0553'WOODEN WITNESS POST, 2.5 FEET BELOW THE HIGHWAY AND SET IN THE
 LA0553'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1187 ***********************************************************************
 JZ1187  DESIGNATION -  G 129
 JZ1187  PID         -  JZ1187
 JZ1187  STATE/COUNTY-  OH/DARKE
 JZ1187  USGS QUAD   -  WHITEWATER (1960)
 JZ1187
 JZ1187                         *CURRENT SURVEY CONTROL
 JZ1187  ___________________________________________________________________
 JZ1187* NAD 83(1986)-  39 59 49.     (N)    084 46 11.     (W)     SCALED    
 JZ1187* NAVD 88     -       362.173  (meters)    1188.23   (feet)  ADJUSTED  
 JZ1187  ___________________________________________________________________
 JZ1187  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JZ1187  DYNAMIC HT  -         361.967 (meters)    1187.55  (feet)  COMP
 JZ1187  MODELED GRAV-     980,046.0   (mgal)                       NAVD 88
 JZ1187
 JZ1187  VERT ORDER  -  SECOND    CLASS 0
 JZ1187
 JZ1187.The horizontal coordinates were scaled from a topographic map and have
 JZ1187.an estimated accuracy of +/- 6 seconds.
 JZ1187
 JZ1187.The orthometric height was determined by differential leveling
 JZ1187.and adjusted by the National Geodetic Survey in June 1991..
 JZ1187
 JZ1187.The geoid height was determined by GEOID03.
 JZ1187
 JZ1187.The dynamic height is computed by dividing the NAVD 88
 JZ1187.geopotential number by the normal gravity value computed on the
 JZ1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1187.degrees latitude (g = 980.6199 gals.).
 JZ1187
 JZ1187.The modeled gravity was interpolated from observed gravity values.
 JZ1187
 JZ1187;                    North         East    Units  Estimated Accuracy
 JZ1187;SPC OH S     -   224,130.      406,190.      MT  (+/- 180 meters Scaled)
 JZ1187
 JZ1187                          SUPERSEDED SURVEY CONTROL
 JZ1187
 JZ1187  NGVD 29 (??/??/92)  362.312  (m)         1188.69   (f) ADJ UNCH    2 0
 JZ1187
 JZ1187.Superseded values are not recommended for survey control.
 JZ1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1187.See file dsdata.txt to determine how the superseded data were derived.
 JZ1187
 JZ1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK903298(NAD 83)
 JZ1187_MARKER: DB = BENCH MARK DISK
 JZ1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1187_STAMPING: G 129 1947
 JZ1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1187+STABILITY: SURFACE MOTION
 JZ1187
 JZ1187  HISTORY     - Date     Condition        Report By
 JZ1187  HISTORY     - 1947     MONUMENTED       CGS
 JZ1187  HISTORY     - 1984     GOOD             NGS
 JZ1187
 JZ1187                          STATION DESCRIPTION
 JZ1187
 JZ1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1187'1.3 MI E FROM HOLLANSBURG.
 JZ1187'1.3 MILES EAST ALONG A BLACK TOP ROAD LEADING TO SAVONA FROM
 JZ1187'THE CROSSROADS AT HOLLANSBURG, ABOUT 0.4 MILE WEST OF THE
 JZ1187'JUNCTION OF A ROAD LEADING SOUTH, AT A SMALL PIPE LINE PUMPING
 JZ1187'STATION, 22 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP
 JZ1187'ROAD, 1.4 FEET SOUTH OF THE STEEL FENCE AROUND THE PUMPING
 JZ1187'STATION, 12 FEET WEST OF THE SOUTHEAST CORNER OF THE PUMPING
 JZ1187'STATION LOT, 21 FEET EAST OF THE EAST GATE POST AT THE ENTRANCE,
 JZ1187'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT
 JZ1187'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1187'4 IN.
 JZ1187
 JZ1187                          STATION RECOVERY (1984)
 JZ1187
 JZ1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JZ1187'NEW DESC: MARK IS 1.2 KM (1.3 MI) EAST ALONG STATE HIGHWAY 49 FROM
 JZ1187'THE JUNCTION WITH MAIN STREET IN HOLLANSBURG TO A PIPE LINE PUMPING
 JZ1187'STATION ON THE LEFT , 6.4 METERS (21 FT.) NORTH OF THE CENTERLINE OF
 JZ1187'THE ROAD, 7.0 METERS (23 FT) EAST OF THE EAST ENTRANCE GATE POST, 4.0
 JZ1187'METERS (13 FT) WEST OF A FENCE CORNER AND 0.46 METERS (1.5 FT) SOUTH
 JZ1187'OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0019 ***********************************************************************
 MC0019  DESIGNATION -  G 13
 MC0019  PID         -  MC0019
 MC0019  STATE/COUNTY-  OH/LORAIN
 MC0019  USGS QUAD   -  AVON (1979)
 MC0019
 MC0019                         *CURRENT SURVEY CONTROL
 MC0019  ___________________________________________________________________
 MC0019* NAD 83(1986)-  41 28 43.     (N)    082 05 43.     (W)     SCALED    
 MC0019* NAVD 88     -       188.452  (meters)     618.28   (feet)  ADJUSTED  
 MC0019  ___________________________________________________________________
 MC0019  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 MC0019  DYNAMIC HT  -         188.379 (meters)     618.04  (feet)  COMP
 MC0019  MODELED GRAV-     980,229.8   (mgal)                       NAVD 88
 MC0019
 MC0019  VERT ORDER  -  FIRST     CLASS II
 MC0019
 MC0019.The horizontal coordinates were scaled from a topographic map and have
 MC0019.an estimated accuracy of +/- 6 seconds.
 MC0019
 MC0019.The orthometric height was determined by differential leveling
 MC0019.and adjusted by the National Geodetic Survey in June 1991..
 MC0019
 MC0019.The geoid height was determined by GEOID03.
 MC0019
 MC0019.The dynamic height is computed by dividing the NAVD 88
 MC0019.geopotential number by the normal gravity value computed on the
 MC0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0019.degrees latitude (g = 980.6199 gals.).
 MC0019
 MC0019.The modeled gravity was interpolated from observed gravity values.
 MC0019
 MC0019;                    North         East    Units  Estimated Accuracy
 MC0019;SPC OH N     -   201,290.      633,800.      MT  (+/- 180 meters Scaled)
 MC0019
 MC0019                          SUPERSEDED SURVEY CONTROL
 MC0019
 MC0019  NGVD 29 (06/03/92)  188.696  (m)          619.08   (f) ADJUSTED    1 2
 MC0019
 MC0019.Superseded values are not recommended for survey control.
 MC0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0019.See file dsdata.txt to determine how the superseded data were derived.
 MC0019
 MC0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF085924(NAD 83)
 MC0019_MARKER: DB = BENCH MARK DISK
 MC0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0019_STAMPING: G 13 1934
 MC0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0019+STABILITY: SURFACE MOTION
 MC0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0019+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MC0019
 MC0019  HISTORY     - Date     Condition        Report By
 MC0019  HISTORY     - 1934     MONUMENTED       CGS
 MC0019  HISTORY     - 1980     GOOD             NGS
 MC0019  HISTORY     - 1987     GOOD             OHDT
 MC0019  HISTORY     - 19951125 GOOD             USPSQD
 MC0019  HISTORY     - 20040830 GOOD             OHDT
 MC0019
 MC0019                          STATION DESCRIPTION
 MC0019
 MC0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0019'4.3 MI E FROM LORAIN.
 MC0019'4.3 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 MC0019'FROM THE STATION AT LORAIN, LORAIN COUNTY, AT THE FLAG STATION
 MC0019'AT SHEFFIELD, 42 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MC0019'THE TOOL SHED, AT A ROAD CROSSING, 74.6 FEET SOUTH OF THE SOUTH
 MC0019'RAIL, AND 45 FEET WEST OF THE CENTERLINE OF THE CINDER ROAD,
 MC0019'AND ABOUT 3 FEET BELOW THE BASE OF THE RAIL.  A STANDARD DISK,
 MC0019'STAMPED G 13 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MC0019
 MC0019                          STATION RECOVERY (1980)
 MC0019
 MC0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0019'ADD-6.1 METERS (20.0 FEET) WEST OF A FENCE CORNER POST.
 MC0019'ADD-0.6 METER (2.0 FEET) SOUTH OF AN EAST-WEST FENCE LINE.
 MC0019'THE MARK IS 1.2 METERS  S FROM A WITNESS POST.
 MC0019
 MC0019                          STATION RECOVERY (1987)
 MC0019
 MC0019'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0019'RECOVERED IN GOOD CONDITION.
 MC0019
 MC0019                          STATION RECOVERY (1995)
 MC0019
 MC0019'RECOVERY NOTE BY US POWER SQUADRON 1995
 MC0019'RECOVERED IN GOOD CONDITION.
 MC0019
 MC0019                          STATION RECOVERY (2004)
 MC0019
 MC0019'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0019'WITH SOME CUTTING OF BRUSH, AND OBSTRUCTING BRANCHES, COULD BE USED
 MC0019'FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1274 ***********************************************************************
 JZ1274  DESIGNATION -  G 130
 JZ1274  PID         -  JZ1274
 JZ1274  STATE/COUNTY-  OH/PREBLE
 JZ1274  USGS QUAD   -  WHITEWATER (1960)
 JZ1274
 JZ1274                         *CURRENT SURVEY CONTROL
 JZ1274  ___________________________________________________________________
 JZ1274* NAD 83(1986)-  39 52 34.     (N)    084 45 06.     (W)     SCALED    
 JZ1274* NAVD 88     -       359.592  (meters)    1179.76   (feet)  ADJUSTED  
 JZ1274  ___________________________________________________________________
 JZ1274  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JZ1274  DYNAMIC HT  -         359.383 (meters)    1179.08  (feet)  COMP
 JZ1274  MODELED GRAV-     980,032.5   (mgal)                       NAVD 88
 JZ1274
 JZ1274  VERT ORDER  -  SECOND    CLASS 0
 JZ1274
 JZ1274.The horizontal coordinates were scaled from a topographic map and have
 JZ1274.an estimated accuracy of +/- 6 seconds.
 JZ1274
 JZ1274.The orthometric height was determined by differential leveling
 JZ1274.and adjusted by the National Geodetic Survey in June 1991..
 JZ1274
 JZ1274.The geoid height was determined by GEOID03.
 JZ1274
 JZ1274.The dynamic height is computed by dividing the NAVD 88
 JZ1274.geopotential number by the normal gravity value computed on the
 JZ1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1274.degrees latitude (g = 980.6199 gals.).
 JZ1274
 JZ1274.The modeled gravity was interpolated from observed gravity values.
 JZ1274
 JZ1274;                    North         East    Units  Estimated Accuracy
 JZ1274;SPC OH S     -   210,680.      407,400.      MT  (+/- 180 meters Scaled)
 JZ1274
 JZ1274                          SUPERSEDED SURVEY CONTROL
 JZ1274
 JZ1274  NGVD 29 (??/??/92)  359.739  (m)         1180.24   (f) ADJ UNCH    2 0
 JZ1274
 JZ1274.Superseded values are not recommended for survey control.
 JZ1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1274.See file dsdata.txt to determine how the superseded data were derived.
 JZ1274
 JZ1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK922164(NAD 83)
 JZ1274_MARKER: DB = BENCH MARK DISK
 JZ1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1274_STAMPING: G 130 1947
 JZ1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1274+STABILITY: SURFACE MOTION
 JZ1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1274+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 JZ1274
 JZ1274  HISTORY     - Date     Condition        Report By
 JZ1274  HISTORY     - 1947     MONUMENTED       CGS
 JZ1274  HISTORY     - 20030416 GOOD             GEOCAC
 JZ1274
 JZ1274                          STATION DESCRIPTION
 JZ1274
 JZ1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1274'3.6 MI NE FROM NEW PARIS.
 JZ1274'1.5 MILES EAST ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT NEW
 JZ1274'PARIS, THENCE ABOUT 0.5 MILE NORTH AND ABOUT 0.85 MILE EAST AND
 JZ1274'0.25 MILE NORTH AND ABOUT 0.45 MILE WEST ALONG GRAVEL ROADS, AT
 JZ1274'A TURN IN THE ROAD WITH TANGENTS NORTH AND EAST, ABOUT 100 FEET
 JZ1274'SOUTH OF THE PROLONGED CENTER LINE OF A DRIVE LEADING WEST TO
 JZ1274'THE 2-STORY ASBESTOS SHINGLE SIDING RESIDENCE OF CHARLES MULL,
 JZ1274'15 FEET SOUTH OF THE CENTER LINE OF THE EAST TANGENT OF THE
 JZ1274'ROAD, 18 FEET EAST OF THE PROLONGED CENTER LINE OF THE NORTH
 JZ1274'TANGENT OF THE ROAD, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET
 JZ1274'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JZ1274'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK
 JZ1274'MAY BE REACHED BY GOING ABOUT 1.9 MILES NORTHEAST ALONG THE
 JZ1274'PENNSYLVANIA RAILROAD FROM THE JUNCTION TOWER AT NEW PARIS,
 JZ1274'THENCE ABOUT 0.7 MILE EAST AND ABOUT 0.4 MILE SOUTH ALONG A
 JZ1274'GRAVEL ROAD.
 JZ1274
 JZ1274                          STATION RECOVERY (2003)
 JZ1274
 JZ1274'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1274'WOODEN WITNESS POST IS GONE, BUT MARK IS ADJACENT TO METAL WITNESS
 JZ1274'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0321 ***********************************************************************
 LA0321  DESIGNATION -  G 131
 LA0321  PID         -  LA0321
 LA0321  STATE/COUNTY-  OH/DARKE
 LA0321  USGS QUAD   -  ROSSBURG (1961)
 LA0321
 LA0321                         *CURRENT SURVEY CONTROL
 LA0321  ___________________________________________________________________
 LA0321* NAD 83(1986)-  40 17 07.     (N)    084 42 20.     (W)     SCALED    
 LA0321* NAVD 88     -       317.475  (meters)    1041.58   (feet)  ADJUSTED  
 LA0321  ___________________________________________________________________
 LA0321  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LA0321  DYNAMIC HT  -         317.312 (meters)    1041.05  (feet)  COMP
 LA0321  MODELED GRAV-     980,104.1   (mgal)                       NAVD 88
 LA0321
 LA0321  VERT ORDER  -  SECOND    CLASS 0
 LA0321
 LA0321.The horizontal coordinates were scaled from a topographic map and have
 LA0321.an estimated accuracy of +/- 6 seconds.
 LA0321
 LA0321.The orthometric height was determined by differential leveling
 LA0321.and adjusted by the National Geodetic Survey in June 1991..
 LA0321
 LA0321.The geoid height was determined by GEOID03.
 LA0321
 LA0321.The dynamic height is computed by dividing the NAVD 88
 LA0321.geopotential number by the normal gravity value computed on the
 LA0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0321.degrees latitude (g = 980.6199 gals.).
 LA0321
 LA0321.The modeled gravity was interpolated from observed gravity values.
 LA0321
 LA0321;                    North         East    Units  Estimated Accuracy
 LA0321;SPC OH S     -   256,000.      412,450.      MT  (+/- 180 meters Scaled)
 LA0321
 LA0321                          SUPERSEDED SURVEY CONTROL
 LA0321
 LA0321  NGVD 29 (??/??/92)  317.625  (m)         1042.07   (f) ADJ UNCH    2 0
 LA0321
 LA0321.Superseded values are not recommended for survey control.
 LA0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0321.See file dsdata.txt to determine how the superseded data were derived.
 LA0321
 LA0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK950619(NAD 83)
 LA0321_MARKER: DB = BENCH MARK DISK
 LA0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0321_SP_SET: CULVERT
 LA0321_STAMPING: G 131 1947
 LA0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0321
 LA0321  HISTORY     - Date     Condition        Report By
 LA0321  HISTORY     - 1947     MONUMENTED       CGS
 LA0321
 LA0321                          STATION DESCRIPTION
 LA0321
 LA0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0321'0.4 MI SE FROM LIGHTSVILLE.
 LA0321'ABOUT 0.4 MILE SOUTHEAST ALONG THE ROSSBURG ROAD FROM THE CROSSROADS
 LA0321'AT LIGHTSVILLE, ABOUT 0.25 MILE SOUTHEAST OF A GRAVEL ROAD LEADING
 LA0321'NORTH, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 LA0321'CONCRETE HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT, 12 FEET
 LA0321'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTHEAST OF THE
 LA0321'NORTHWEST END OF THE HEAD WALL AND ABOUT 0.5 FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1334 ***********************************************************************
 JZ1334  DESIGNATION -  G 132
 JZ1334  PID         -  JZ1334
 JZ1334  STATE/COUNTY-  OH/PREBLE
 JZ1334  USGS QUAD   -  FAIRHAVEN (1960)
 JZ1334
 JZ1334                         *CURRENT SURVEY CONTROL
 JZ1334  ___________________________________________________________________
 JZ1334* NAD 83(1986)-  39 37 35.     (N)    084 45 53.     (W)     SCALED    
 JZ1334* NAVD 88     -       312.202  (meters)    1024.28   (feet)  ADJUSTED  
 JZ1334  ___________________________________________________________________
 JZ1334  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JZ1334  DYNAMIC HT  -         312.024 (meters)    1023.70  (feet)  COMP
 JZ1334  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 JZ1334
 JZ1334  VERT ORDER  -  SECOND    CLASS 0
 JZ1334
 JZ1334.The horizontal coordinates were scaled from a topographic map and have
 JZ1334.an estimated accuracy of +/- 6 seconds.
 JZ1334
 JZ1334.The orthometric height was determined by differential leveling
 JZ1334.and adjusted by the National Geodetic Survey in June 1991..
 JZ1334
 JZ1334.The geoid height was determined by GEOID03.
 JZ1334
 JZ1334.The dynamic height is computed by dividing the NAVD 88
 JZ1334.geopotential number by the normal gravity value computed on the
 JZ1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1334.degrees latitude (g = 980.6199 gals.).
 JZ1334
 JZ1334.The modeled gravity was interpolated from observed gravity values.
 JZ1334
 JZ1334;                    North         East    Units  Estimated Accuracy
 JZ1334;SPC OH S     -   182,990.      405,590.      MT  (+/- 180 meters Scaled)
 JZ1334
 JZ1334                          SUPERSEDED SURVEY CONTROL
 JZ1334
 JZ1334  NGVD 29 (??/??/92)  312.364  (m)         1024.81   (f) ADJ UNCH    2 0
 JZ1334
 JZ1334.Superseded values are not recommended for survey control.
 JZ1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1334.See file dsdata.txt to determine how the superseded data were derived.
 JZ1334
 JZ1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ918886(NAD 83)
 JZ1334_MARKER: DB = BENCH MARK DISK
 JZ1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1334_STAMPING: G 132 1947
 JZ1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1334+STABILITY: SURFACE MOTION
 JZ1334
 JZ1334  HISTORY     - Date     Condition        Report By
 JZ1334  HISTORY     - 1947     MONUMENTED       CGS
 JZ1334
 JZ1334                          STATION DESCRIPTION
 JZ1334
 JZ1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1334'1.2 MI SE FROM FAIRHAVEN.
 JZ1334'1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 177 FROM THE PRESBYTERIAN
 JZ1334'CHURCH AT FAIRHAVEN, AT THE INTERSECTION OF STATE HIGHWAY 725,
 JZ1334'31 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 177, 104 FEET
 JZ1334'NORTH OF THE CENTER LINE OF HIGHWAY 725, 157 FEET NORTHWEST OF THE
 JZ1334'CENTER OF THE INTERSECTION, 83.5 FEET NORTHWEST OF A FENCE
 JZ1334'CORNER, 1 FOOT NORTHEAST OF THE FENCE LINE, 2 FEET SOUTHEAST OF A
 JZ1334'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION AND
 JZ1334'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK MAY
 JZ1334'BE REACHED FROM CAMDEN BY GOING ABOUT 6.25 MILES WEST ALONG STATE
 JZ1334'HIGHWAY 725 FROM ITS INTERSECTION WITH U.S. HIGHWAY 127.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1381 ***********************************************************************
 JZ1381  DESIGNATION -  G 133
 JZ1381  PID         -  JZ1381
 JZ1381  STATE/COUNTY-  OH/PREBLE
 JZ1381  USGS QUAD   -  LEWISBURG (1974)
 JZ1381
 JZ1381                         *CURRENT SURVEY CONTROL
 JZ1381  ___________________________________________________________________
 JZ1381* NAD 83(1986)-  39 49 44.     (N)    084 35 59.     (W)     SCALED    
 JZ1381* NAVD 88     -       329.862  (meters)    1082.22   (feet)  ADJUSTED  
 JZ1381  ___________________________________________________________________
 JZ1381  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JZ1381  DYNAMIC HT  -         329.672 (meters)    1081.60  (feet)  COMP
 JZ1381  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 JZ1381
 JZ1381  VERT ORDER  -  SECOND    CLASS 0
 JZ1381
 JZ1381.The horizontal coordinates were scaled from a topographic map and have
 JZ1381.an estimated accuracy of +/- 6 seconds.
 JZ1381
 JZ1381.The orthometric height was determined by differential leveling
 JZ1381.and adjusted by the National Geodetic Survey in June 1991..
 JZ1381
 JZ1381.The geoid height was determined by GEOID03.
 JZ1381
 JZ1381.The dynamic height is computed by dividing the NAVD 88
 JZ1381.geopotential number by the normal gravity value computed on the
 JZ1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1381.degrees latitude (g = 980.6199 gals.).
 JZ1381
 JZ1381.The modeled gravity was interpolated from observed gravity values.
 JZ1381
 JZ1381;                    North         East    Units  Estimated Accuracy
 JZ1381;SPC OH S     -   205,120.      420,270.      MT  (+/- 180 meters Scaled)
 JZ1381
 JZ1381                          SUPERSEDED SURVEY CONTROL
 JZ1381
 JZ1381  NGVD 29 (??/??/92)  330.017  (m)         1082.73   (f) ADJ UNCH    2 0
 JZ1381
 JZ1381.Superseded values are not recommended for survey control.
 JZ1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1381.See file dsdata.txt to determine how the superseded data were derived.
 JZ1381
 JZ1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK054115(NAD 83)
 JZ1381_MARKER: DB = BENCH MARK DISK
 JZ1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1381_STAMPING: G 133 1947
 JZ1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1381+STABILITY: SURFACE MOTION
 JZ1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1381+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2003
 JZ1381
 JZ1381  HISTORY     - Date     Condition        Report By
 JZ1381  HISTORY     - 1947     MONUMENTED       CGS
 JZ1381  HISTORY     - 20030509 GOOD             GEOCAC
 JZ1381
 JZ1381                          STATION DESCRIPTION
 JZ1381
 JZ1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1381'7.6 MI NE FROM EATON.
 JZ1381'6.05 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE COURT HOUSE
 JZ1381'AT EASTON, THENCE ABOUT 1.55 MILES EAST ALONG A GRAVEL ROAD,
 JZ1381'AT THE ENTRANCE TO THE MIDWAY AIRPORT, 235 FEET WEST OF THE
 JZ1381'NORTHWEST CORNER OF THE PORCH TO A WHITE FARM HOUSE, 18 FEET
 JZ1381'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 19 FEET WEST OF
 JZ1381'THE CENTER LINE OF THE ENTRANCE ROAD, 36.5 FEET SOUTH-SOUTHEAST
 JZ1381'AND ACROSS THE ROAD FROM A T FENCE CORNER IN THE NORTH
 JZ1381'RIGHT-OF-WAY FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JZ1381'ABOUT 0.5 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 JZ1381'POST PROJECTING 1 INCH.
 JZ1381
 JZ1381                          STATION RECOVERY (2003)
 JZ1381
 JZ1381'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1381'CITY IN 1947 DESCRIPTION SHOULD BE EATON.  MIDWAY AIRPORT IS NOW A
 JZ1381'FARM FIELD.  THE AIRPORT ENTRANCE ROAD IS GONE. THE FARMHOUSE IS AT
 JZ1381'1652 SCHEYHING ROAD.  REMNANTS OF THE NORTH/SOUTH FENCE LINE NORTH OF
 JZ1381'THE MARK ARE VISIBLE.  THE WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1366 ***********************************************************************
 JZ1366  DESIGNATION -  G 134
 JZ1366  PID         -  JZ1366
 JZ1366  STATE/COUNTY-  OH/PREBLE
 JZ1366  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ1366
 JZ1366                         *CURRENT SURVEY CONTROL
 JZ1366  ___________________________________________________________________
 JZ1366* NAD 83(1986)-  39 38 38.     (N)    084 33 20.     (W)     SCALED    
 JZ1366* NAVD 88     -       276.996  (meters)     908.78   (feet)  ADJUSTED  
 JZ1366  ___________________________________________________________________
 JZ1366  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JZ1366  DYNAMIC HT  -         276.836 (meters)     908.25  (feet)  COMP
 JZ1366  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 JZ1366
 JZ1366  VERT ORDER  -  SECOND    CLASS 0
 JZ1366
 JZ1366.The horizontal coordinates were scaled from a topographic map and have
 JZ1366.an estimated accuracy of +/- 6 seconds.
 JZ1366
 JZ1366.The orthometric height was determined by differential leveling
 JZ1366.and adjusted by the National Geodetic Survey in June 1991..
 JZ1366
 JZ1366.The geoid height was determined by GEOID03.
 JZ1366
 JZ1366.The dynamic height is computed by dividing the NAVD 88
 JZ1366.geopotential number by the normal gravity value computed on the
 JZ1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1366.degrees latitude (g = 980.6199 gals.).
 JZ1366
 JZ1366.The modeled gravity was interpolated from observed gravity values.
 JZ1366
 JZ1366;                    North         East    Units  Estimated Accuracy
 JZ1366;SPC OH S     -   184,500.      423,580.      MT  (+/- 180 meters Scaled)
 JZ1366
 JZ1366                          SUPERSEDED SURVEY CONTROL
 JZ1366
 JZ1366  NGVD 29 (??/??/92)  277.166  (m)          909.34   (f) ADJ UNCH    2 0
 JZ1366
 JZ1366.Superseded values are not recommended for survey control.
 JZ1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1366.See file dsdata.txt to determine how the superseded data were derived.
 JZ1366
 JZ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ097910(NAD 83)
 JZ1366_MARKER: DB = BENCH MARK DISK
 JZ1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1366_STAMPING: G 134 1947
 JZ1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1366+STABILITY: SURFACE MOTION
 JZ1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1366+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 JZ1366
 JZ1366  HISTORY     - Date     Condition        Report By
 JZ1366  HISTORY     - 1947     MONUMENTED       CGS
 JZ1366  HISTORY     - 20030822 GOOD             GEOCAC
 JZ1366
 JZ1366                          STATION DESCRIPTION
 JZ1366
 JZ1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1366'1.5 MI W FROM GRATIS.
 JZ1366'1.5 MILES WEST ALONG STATE HIGHWAY 725 FROM THE POST OFFICE AT
 JZ1366'GRATIS, ABOUT 1.0 MILE WEST OF THE FAIRVIEW CEMETERY, AT THE T
 JZ1366'JUNCTION OF A GRAVEL ROAD NORTH, 66 FEET NORTH OF THE CENTER LINE
 JZ1366'OF THE HIGHWAY, 12 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH,
 JZ1366'1 FOOT EAST OF A FENCE LINE, 45 FEET NORTH OF THE FENCE CORNER,
 JZ1366'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JZ1366'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 JZ1366'INCHES.
 JZ1366
 JZ1366                          STATION RECOVERY (2003)
 JZ1366
 JZ1366'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1366'39 38.627 84 33.328 (22 FT ACCURACY)
 JZ1366'THE ROAD LEADING NORTH IS (NOW PAVED) BRUBAKER ROAD.
 JZ1366' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1004 ***********************************************************************
 JZ1004  DESIGNATION -  G 135
 JZ1004  PID         -  JZ1004
 JZ1004  STATE/COUNTY-  OH/BUTLER
 JZ1004  USGS QUAD   -  HAMILTON (1988)
 JZ1004
 JZ1004                         *CURRENT SURVEY CONTROL
 JZ1004  ___________________________________________________________________
 JZ1004* NAD 83(1986)-  39 27 01.     (N)    084 31 51.     (W)     SCALED    
 JZ1004* NAVD 88     -       185.512  (meters)     608.63   (feet)  ADJUSTED  
 JZ1004  ___________________________________________________________________
 JZ1004  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JZ1004  DYNAMIC HT  -         185.408 (meters)     608.29  (feet)  COMP
 JZ1004  MODELED GRAV-     980,060.5   (mgal)                       NAVD 88
 JZ1004
 JZ1004  VERT ORDER  -  SECOND    CLASS 0
 JZ1004
 JZ1004.The horizontal coordinates were scaled from a topographic map and have
 JZ1004.an estimated accuracy of +/- 6 seconds.
 JZ1004
 JZ1004.The orthometric height was determined by differential leveling
 JZ1004.and adjusted by the National Geodetic Survey in June 1991..
 JZ1004
 JZ1004.The geoid height was determined by GEOID03.
 JZ1004
 JZ1004.The dynamic height is computed by dividing the NAVD 88
 JZ1004.geopotential number by the normal gravity value computed on the
 JZ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1004.degrees latitude (g = 980.6199 gals.).
 JZ1004
 JZ1004.The modeled gravity was interpolated from observed gravity values.
 JZ1004
 JZ1004;                    North         East    Units  Estimated Accuracy
 JZ1004;SPC OH S     -   162,970.      425,220.      MT  (+/- 180 meters Scaled)
 JZ1004
 JZ1004                          SUPERSEDED SURVEY CONTROL
 JZ1004
 JZ1004  NGVD 29 (??/??/92)  185.694  (m)          609.23   (f) ADJ UNCH    2 0
 JZ1004
 JZ1004.Superseded values are not recommended for survey control.
 JZ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1004.See file dsdata.txt to determine how the superseded data were derived.
 JZ1004
 JZ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ124696(NAD 83)
 JZ1004_MARKER: DB = BENCH MARK DISK
 JZ1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1004_STAMPING: G 135 1947
 JZ1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1004+STABILITY: SURFACE MOTION
 JZ1004
 JZ1004  HISTORY     - Date     Condition        Report By
 JZ1004  HISTORY     - 1947     MONUMENTED       CGS
 JZ1004  HISTORY     - 20020626 GOOD             BUTCOE
 JZ1004
 JZ1004                          STATION DESCRIPTION
 JZ1004
 JZ1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1004'2.8 MI SE FROM SEVEN MILE.
 JZ1004'2.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 127 FROM THE SCHOOL
 JZ1004'AT SEVEN MILE, THENCE ABOUT 0.2 MILE NORTHEAST ALONG JACKSONBURG
 JZ1004'ROAD, AT THE ENTRANCE TO THE NORTH HAMILTON AIRPORT, 91 FEET
 JZ1004'SOUTHEAST OF THE SOUTH CORNER OF THE HANGAR, 19.5 FEET NORTHWEST
 JZ1004'OF THE CENTER LINE OF JACKSONBURG ROAD, 3.5 FEET SOUTHWEST OF A
 JZ1004'POWER POLE, 137 FEET SOUTHEAST OF THE WEST CORNER, 2 FEET
 JZ1004'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW
 JZ1004'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JZ1004'4 INCHES.
 JZ1004
 JZ1004                          STATION RECOVERY (2002)
 JZ1004
 JZ1004'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0176 ***********************************************************************
 JZ0176  DESIGNATION -  G 136
 JZ0176  PID         -  JZ0176
 JZ0176  STATE/COUNTY-  OH/PREBLE
 JZ0176  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0176
 JZ0176                         *CURRENT SURVEY CONTROL
 JZ0176  ___________________________________________________________________
 JZ0176* NAD 83(1986)-  39 43 59.     (N)    084 28 55.     (W)     SCALED    
 JZ0176* NAVD 88     -       289.105  (meters)     948.51   (feet)  ADJUSTED  
 JZ0176  ___________________________________________________________________
 JZ0176  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JZ0176  DYNAMIC HT  -         288.940 (meters)     947.96  (feet)  COMP
 JZ0176  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 JZ0176
 JZ0176  VERT ORDER  -  SECOND    CLASS 0
 JZ0176
 JZ0176.The horizontal coordinates were scaled from a topographic map and have
 JZ0176.an estimated accuracy of +/- 6 seconds.
 JZ0176
 JZ0176.The orthometric height was determined by differential leveling
 JZ0176.and adjusted by the National Geodetic Survey in June 1991..
 JZ0176
 JZ0176.The geoid height was determined by GEOID03.
 JZ0176
 JZ0176.The dynamic height is computed by dividing the NAVD 88
 JZ0176.geopotential number by the normal gravity value computed on the
 JZ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0176.degrees latitude (g = 980.6199 gals.).
 JZ0176
 JZ0176.The modeled gravity was interpolated from observed gravity values.
 JZ0176
 JZ0176;                    North         East    Units  Estimated Accuracy
 JZ0176;SPC OH S     -   194,260.      430,120.      MT  (+/- 180 meters Scaled)
 JZ0176
 JZ0176                          SUPERSEDED SURVEY CONTROL
 JZ0176
 JZ0176  NGVD 29 (??/??/92)  289.276  (m)          949.07   (f) ADJ UNCH    2 0
 JZ0176
 JZ0176.Superseded values are not recommended for survey control.
 JZ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0176.See file dsdata.txt to determine how the superseded data were derived.
 JZ0176
 JZ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK157011(NAD 83)
 JZ0176_MARKER: DB = BENCH MARK DISK
 JZ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0176_STAMPING: G 136 1947
 JZ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0176+STABILITY: SURFACE MOTION
 JZ0176
 JZ0176  HISTORY     - Date     Condition        Report By
 JZ0176  HISTORY     - 1947     MONUMENTED       CGS
 JZ0176  HISTORY     - 20041118 MARK NOT FOUND   INDIV
 JZ0176
 JZ0176                          STATION DESCRIPTION
 JZ0176
 JZ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0176'3.6 MI SE FROM WEST ALEXANDRIA.
 JZ0176'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0176'WEST ALEXANDRIA, THENCE ABOUT 0.8 MILE SOUTH ALONG THE
 JZ0176'PREBLE-MONTGOMERY COUNTY LINE ROAD, 112 FEET NORTHWEST AND ACROSS
 JZ0176'THE COUNTY LINE ROAD FROM THE NORTHWEST CORNER OF A FARM HOUSE,
 JZ0176'22 FEET WEST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 18.5
 JZ0176'FEET NORTH OF A T FENCE CORNER POST, 39.5 FEET NORTH OF POWER
 JZ0176'POLE NO. 110254, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 JZ0176'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ0176'PROJECTING 5 INCHES.
 JZ0176
 JZ0176                          STATION RECOVERY (2004)
 JZ0176
 JZ0176'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0104 ***********************************************************************
 JZ0104  DESIGNATION -  G 137
 JZ0104  PID         -  JZ0104
 JZ0104  STATE/COUNTY-  OH/BUTLER
 JZ0104  USGS QUAD   -  MIDDLETOWN (1981)
 JZ0104
 JZ0104                         *CURRENT SURVEY CONTROL
 JZ0104  ___________________________________________________________________
 JZ0104* NAD 83(1986)-  39 30 24.     (N)    084 23 46.     (W)     SCALED    
 JZ0104* NAVD 88     -       201.124  (meters)     659.85   (feet)  ADJUSTED  
 JZ0104  ___________________________________________________________________
 JZ0104  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JZ0104  DYNAMIC HT  -         201.006 (meters)     659.47  (feet)  COMP
 JZ0104  MODELED GRAV-     980,037.7   (mgal)                       NAVD 88
 JZ0104
 JZ0104  VERT ORDER  -  FIRST     CLASS II
 JZ0104
 JZ0104.The horizontal coordinates were scaled from a topographic map and have
 JZ0104.an estimated accuracy of +/- 6 seconds.
 JZ0104
 JZ0104.The orthometric height was determined by differential leveling
 JZ0104.and adjusted by the National Geodetic Survey in June 1991..
 JZ0104
 JZ0104.The geoid height was determined by GEOID03.
 JZ0104
 JZ0104.The dynamic height is computed by dividing the NAVD 88
 JZ0104.geopotential number by the normal gravity value computed on the
 JZ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0104.degrees latitude (g = 980.6199 gals.).
 JZ0104
 JZ0104.The modeled gravity was interpolated from observed gravity values.
 JZ0104
 JZ0104;                    North         East    Units  Estimated Accuracy
 JZ0104;SPC OH S     -   168,970.      436,950.      MT  (+/- 180 meters Scaled)
 JZ0104
 JZ0104                          SUPERSEDED SURVEY CONTROL
 JZ0104
 JZ0104  NGVD 29 (??/??/92)  201.297  (m)          660.42   (f) ADJ UNCH    1 2
 JZ0104
 JZ0104.Superseded values are not recommended for survey control.
 JZ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0104.See file dsdata.txt to determine how the superseded data were derived.
 JZ0104
 JZ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ238762(NAD 83)
 JZ0104_MARKER: DB = BENCH MARK DISK
 JZ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0104_STAMPING: G 137 1947
 JZ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0104+STABILITY: SURFACE MOTION
 JZ0104
 JZ0104  HISTORY     - Date     Condition        Report By
 JZ0104  HISTORY     - 1947     MONUMENTED       CGS
 JZ0104  HISTORY     - 20010830 MARK NOT FOUND   BUTCOE
 JZ0104
 JZ0104                          STATION DESCRIPTION
 JZ0104
 JZ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0104'AT MIDDLETOWN.
 JZ0104'AT MIDDLETOWN, ABOUT 0.5 MILE SOUTH ALONG THE BALTIMORE AND OHIO
 JZ0104'RAILROAD FROM THE STATION, AT WOODLAWN AVENUE CROSSING, 135 FEET
 JZ0104'SOUTH OF THE CENTER LINE OF WOODLAWN AVENUE, 11.2 FEET EAST OF
 JZ0104'THE EAST RAIL OF THE B. AND O. RAILROAD, 22.5 FEET NORTH OF
 JZ0104'THE NORTHWEST CONCRETE BASE OF A RAILROAD WATER TANK, DIRECTLY
 JZ0104'ACROSS THE TRACKS FROM THE OHIO OIL COMPANY BULK PLANT, 2 FEET
 JZ0104'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ0104'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ0104
 JZ0104                          STATION RECOVERY (2001)
 JZ0104
 JZ0104'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2001 (WCL)
 JZ0104'MARK NOT FOUND PROBABLY DESTROYED DUE TO REMOVAL OF SPUR RAILROAD LINE
 JZ0104'AND CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0051 ***********************************************************************
 JZ0051  DESIGNATION -  G 138
 JZ0051  PID         -  JZ0051
 JZ0051  STATE/COUNTY-  OH/MONTGOMERY
 JZ0051  USGS QUAD   -  DAYTON NORTH (1996)
 JZ0051
 JZ0051                         *CURRENT SURVEY CONTROL
 JZ0051  ___________________________________________________________________
 JZ0051* NAD 83(1986)-  39 51 21.     (N)    084 10 29.     (W)     SCALED    
 JZ0051* NAVD 88     -       243.213  (meters)     797.94   (feet)  ADJUSTED  
 JZ0051  ___________________________________________________________________
 JZ0051  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JZ0051  DYNAMIC HT  -         243.082 (meters)     797.51  (feet)  COMP
 JZ0051  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 JZ0051
 JZ0051  VERT ORDER  -  FIRST     CLASS II
 JZ0051
 JZ0051.The horizontal coordinates were scaled from a topographic map and have
 JZ0051.an estimated accuracy of +/- 6 seconds.
 JZ0051
 JZ0051.The orthometric height was determined by differential leveling
 JZ0051.and adjusted by the National Geodetic Survey in June 1991..
 JZ0051
 JZ0051.The geoid height was determined by GEOID03.
 JZ0051
 JZ0051.The dynamic height is computed by dividing the NAVD 88
 JZ0051.geopotential number by the normal gravity value computed on the
 JZ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0051.degrees latitude (g = 980.6199 gals.).
 JZ0051
 JZ0051.The modeled gravity was interpolated from observed gravity values.
 JZ0051
 JZ0051;                    North         East    Units  Estimated Accuracy
 JZ0051;SPC OH S     -   207,360.      456,700.      MT  (+/- 180 meters Scaled)
 JZ0051
 JZ0051                          SUPERSEDED SURVEY CONTROL
 JZ0051
 JZ0051  NGVD 29 (??/??/92)  243.411  (m)          798.59   (f) ADJ UNCH    1 2
 JZ0051
 JZ0051.Superseded values are not recommended for survey control.
 JZ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0051.See file dsdata.txt to determine how the superseded data were derived.
 JZ0051
 JZ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK416155(NAD 83)
 JZ0051_MARKER: DB = BENCH MARK DISK
 JZ0051_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JZ0051_SP_SET: HEADWALL
 JZ0051_STAMPING: G 138 1947
 JZ0051_MARK LOGO: CGS   
 JZ0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0051+STABILITY: SURFACE MOTION
 JZ0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0051+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1993
 JZ0051
 JZ0051  HISTORY     - Date     Condition        Report By
 JZ0051  HISTORY     - 1947     MONUMENTED       CGS
 JZ0051  HISTORY     - 1967     GOOD             OH2090
 JZ0051  HISTORY     - 19930618 GOOD             NGS
 JZ0051  HISTORY     - 19970908 MARK NOT FOUND   USPSQD
 JZ0051
 JZ0051                          STATION DESCRIPTION
 JZ0051
 JZ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0051'7.3 MI S FROM TIPP CITY.
 JZ0051'7.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JZ0051'STATION AT TIPP CITY, ABOUT 7.45 MILES NORTH OF THE UNION STATION
 JZ0051'AT DAYTON, AT POLE NO. 66/25, SET IN THE TOP OF THE NORTH END
 JZ0051'OF THE WEST HEAD WALL OF A BARRALLED CONCRETE OVER PASS OVER
 JZ0051'LITTLE YORK ROAD, 160 YARDS NORTH OF THE SOUTH END OF A SWITCH,
 JZ0051'32 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND ABOUT 8
 JZ0051'FEET BELOW THE TRACK.
 JZ0051
 JZ0051                          STATION RECOVERY (1967)
 JZ0051
 JZ0051'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967
 JZ0051'RECOVERED IN GOOD CONDITION.
 JZ0051
 JZ0051                          STATION RECOVERY (1993)
 JZ0051
 JZ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0051'IN VANDALIA, AT THE INTERSECTION OF THE CHESSIE SYSTEM RAILROAD AND
 JZ0051'LITTLE YORK ROAD, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END
 JZ0051'OF THE WEST CONCRETE HEADWALL OF THE RAILROAD OVERPASS OF THE ROAD,
 JZ0051'9.8 M (32.2 FT) WEST OF THE NEAR RAIL, 3.6 M (11.8 FT) NORTH OF THE
 JZ0051'ROAD CENTER, AND 3.6 M (11.8 FT) BELOW THE LEVEL OF THE TRACK.
 JZ0051
 JZ0051                          STATION RECOVERY (1997)
 JZ0051
 JZ0051'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0083 ***********************************************************************
 JZ0083  DESIGNATION -  G 139
 JZ0083  PID         -  JZ0083
 JZ0083  STATE/COUNTY-  OH/MONTGOMERY
 JZ0083  USGS QUAD   -  MIAMISBURG (1987)
 JZ0083
 JZ0083                         *CURRENT SURVEY CONTROL
 JZ0083  ___________________________________________________________________
 JZ0083* NAD 83(1995)-  39 38 25.81147(N)    084 17 28.09021(W)     ADJUSTED  
 JZ0083* NAVD 88     -       215.473  (meters)     706.93   (feet)  ADJUSTED  
 JZ0083  ___________________________________________________________________
 JZ0083  X           -     489,252.257 (meters)                     COMP
 JZ0083  Y           -  -4,894,014.450 (meters)                     COMP
 JZ0083  Z           -   4,047,444.501 (meters)                     COMP
 JZ0083  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 JZ0083  ELLIP HEIGHT-         182.07  (meters)          (10/07/05) GPS OBS
 JZ0083  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JZ0083  DYNAMIC HT  -         215.350 (meters)     706.53  (feet)  COMP
 JZ0083  MODELED GRAV-     980,053.1   (mgal)                       NAVD 88
 JZ0083
 JZ0083  HORZ ORDER  -  FIRST
 JZ0083  VERT ORDER  -  FIRST     CLASS II
 JZ0083  ELLP ORDER  -  FOURTH    CLASS I
 JZ0083
 JZ0083.The horizontal coordinates were established by GPS observations
 JZ0083.and adjusted by the National Geodetic Survey in September 1997..
 JZ0083
 JZ0083.The orthometric height was determined by differential leveling
 JZ0083.and adjusted by the National Geodetic Survey in June 1991..
 JZ0083
 JZ0083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ0083
 JZ0083.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0083
 JZ0083.The ellipsoidal height was determined by GPS observations
 JZ0083.and is referenced to NAD 83.
 JZ0083
 JZ0083.The geoid height was determined by GEOID03.
 JZ0083
 JZ0083.The dynamic height is computed by dividing the NAVD 88
 JZ0083.geopotential number by the normal gravity value computed on the
 JZ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0083.degrees latitude (g = 980.6199 gals.).
 JZ0083
 JZ0083.The modeled gravity was interpolated from observed gravity values.
 JZ0083
 JZ0083;                    North         East     Units Scale Factor Converg.
 JZ0083;SPC OH S     -   183,643.656   446,267.310   MT  0.99994587   -1 08 11.4
 JZ0083;UTM  16      - 4,391,364.907   732,452.094   MT  1.00026530   +1 43 44.2
 JZ0083
 JZ0083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0083!SPC OH S     -   0.99997144  x   0.99994587  =   0.99991731
 JZ0083!UTM  16      -   0.99997144  x   1.00026530  =   1.00023673
 JZ0083
 JZ0083                          SUPERSEDED SURVEY CONTROL
 JZ0083
 JZ0083  ELLIP H (09/11/97)  182.16   (m)                       GP(       ) 4 1
 JZ0083  NAVD 88 (09/11/97)  215.47   (m)          706.9    (f) LEVELING    3  
 JZ0083  NGVD 29 (??/??/92)  215.664  (m)          707.56   (f) ADJ UNCH    1 2
 JZ0083
 JZ0083.Superseded values are not recommended for survey control.
 JZ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0083.See file dsdata.txt to determine how the superseded data were derived.
 JZ0083
 JZ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3245291365(NAD 83)
 JZ0083_MARKER: DB = BENCH MARK DISK
 JZ0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0083_SP_SET: SET IN LIGHT STRUCTURE
 JZ0083_STAMPING: G 139
 JZ0083_MARK LOGO: CGS   
 JZ0083_PROJECTION: FLUSH
 JZ0083_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0083+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 JZ0083
 JZ0083  HISTORY     - Date     Condition        Report By
 JZ0083  HISTORY     - 1947     MONUMENTED       CGS
 JZ0083  HISTORY     - 19961202 GOOD             WOOLPT
 JZ0083  HISTORY     - 19970915 GOOD             USPSQD
 JZ0083  HISTORY     - 19980625 GOOD             WOOLPT
 JZ0083  HISTORY     - 20041118 GOOD             INDIV
 JZ0083
 JZ0083                          STATION DESCRIPTION
 JZ0083
 JZ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0083'AT MIAMISBURG.
 JZ0083'AT MIAMISBURG, ABOUT 1 BLOCK WEST ALONG LINDEN AVENUE FROM ITS
 JZ0083'INTERSECTION WITH MAIN STREET, AT THE EAST END OF THE LINDEN
 JZ0083'AVENUE BRIDGE OVER THE GREAT MIAMI RIVER, ABOUT 0.15 MILE
 JZ0083'EAST AND ACROSS THE BRIDGE FROM THE BALTIMORE AND OHIO RAILROAD
 JZ0083'STATION AT MIAMISBURG, 55 FEET NORTH OF THE CENTER LINE OF
 JZ0083'LINDEN AVENUE, 98 FEET WEST OF THE CENTER LINE OF SOUTH MIAMI
 JZ0083'AVENUE, 26 FEET NORTH OF THE NORTH CONCRETE BANISTER OF THE
 JZ0083'BRIDGE, IN THE TOP OF THE SOUTH EAST CORNER OF AN 8 BY 5 FOOT
 JZ0083'CONCRETE FOUNDATION FOR A SEWER GATE PROJECTING OUT OF THE
 JZ0083'EAST SIDE OF THE LEVEE.
 JZ0083
 JZ0083                          STATION RECOVERY (1996)
 JZ0083
 JZ0083'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BBS)
 JZ0083'RECOVERED AS DESCRIBED.
 JZ0083
 JZ0083                          STATION RECOVERY (1997)
 JZ0083
 JZ0083'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0083'RECOVERED IN GOOD CONDITION.
 JZ0083
 JZ0083                          STATION RECOVERY (1998)
 JZ0083
 JZ0083'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (GTF)
 JZ0083'RECOVERY NOTES BY WOLPERT LLP 1998 (GTF). RECOVERED AS DESCRIBED.
 JZ0083
 JZ0083                          STATION RECOVERY (2004)
 JZ0083
 JZ0083'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0041 ***********************************************************************
 MC0041  DESIGNATION -  G 14
 MC0041  PID         -  MC0041
 MC0041  STATE/COUNTY-  OH/LORAIN
 MC0041  USGS QUAD   -  WELLINGTON (1973)
 MC0041
 MC0041                         *CURRENT SURVEY CONTROL
 MC0041  ___________________________________________________________________
 MC0041* NAD 83(1986)-  41 09 53.     (N)    082 13 33.     (W)     SCALED    
 MC0041* NAVD 88     -       261.776  (meters)     858.84   (feet)  ADJUSTED  
 MC0041  ___________________________________________________________________
 MC0041  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 MC0041  DYNAMIC HT  -         261.663 (meters)     858.47  (feet)  COMP
 MC0041  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 MC0041
 MC0041  VERT ORDER  -  SECOND    CLASS 0
 MC0041
 MC0041.The horizontal coordinates were scaled from a topographic map and have
 MC0041.an estimated accuracy of +/- 6 seconds.
 MC0041
 MC0041.The orthometric height was determined by differential leveling
 MC0041.and adjusted by the National Geodetic Survey in June 1991..
 MC0041
 MC0041.The geoid height was determined by GEOID03.
 MC0041
 MC0041.The dynamic height is computed by dividing the NAVD 88
 MC0041.geopotential number by the normal gravity value computed on the
 MC0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0041.degrees latitude (g = 980.6199 gals.).
 MC0041
 MC0041.The modeled gravity was interpolated from observed gravity values.
 MC0041
 MC0041;                    North         East    Units  Estimated Accuracy
 MC0041;SPC OH N     -   166,390.      623,010.      MT  (+/- 180 meters Scaled)
 MC0041
 MC0041                          SUPERSEDED SURVEY CONTROL
 MC0041
 MC0041  NGVD 29 (??/??/92)  261.968  (m)          859.47   (f) ADJ UNCH    2 0
 MC0041
 MC0041.Superseded values are not recommended for survey control.
 MC0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0041.See file dsdata.txt to determine how the superseded data were derived.
 MC0041
 MC0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF971577(NAD 83)
 MC0041_MARKER: DB = BENCH MARK DISK
 MC0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0041_STAMPING: G 14 1934
 MC0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0041+STABILITY: SURFACE MOTION
 MC0041
 MC0041  HISTORY     - Date     Condition        Report By
 MC0041  HISTORY     - 1934     MONUMENTED       CGS
 MC0041  HISTORY     - 1960     MARK NOT FOUND   USGS
 MC0041  HISTORY     - 1987     MARK NOT FOUND   OHDT
 MC0041  HISTORY     - 19961005 GOOD             USPSQD
 MC0041  HISTORY     - 20020920 MARK NOT FOUND   PSC
 MC0041
 MC0041                          STATION DESCRIPTION
 MC0041
 MC0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0041'AT WELLINGTON.
 MC0041'AT WELLINGTON, LORAIN COUNTY, 300 YARDS NORTHWEST OF THE NORTHWEST
 MC0041'END OF THE WHEELING AND LAKE ERIE RAILWAY STATION, OPPOSITE THE
 MC0041'HUFF SWITCH TOWER OF THE NEW YORK CENTRAL RAILROAD, 26.6 FEET
 MC0041'SOUTHEAST OF THE SOUTHEAST RAIL OF THE N.Y.C.R.R., 24.0 FEET
 MC0041'NORTHEAST OF THE NORTHEAST RAIL OF THE W. AND L.E.RY., AND LEVEL
 MC0041'WITH THE TRACK.  A STANDARD DISK, STAMPED G 14 1934 AND SET IN
 MC0041'THE TOP OF A CONCRETE POST.
 MC0041
 MC0041                          STATION RECOVERY (1960)
 MC0041
 MC0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MC0041'MARK NOT FOUND.
 MC0041
 MC0041                          STATION RECOVERY (1987)
 MC0041
 MC0041'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DD)
 MC0041'MARK NOT FOUND.
 MC0041
 MC0041                          STATION RECOVERY (1996)
 MC0041
 MC0041'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC0041'RECOVERED IN GOOD CONDITION.
 MC0041
 MC0041                          STATION RECOVERY (2002)
 MC0041
 MC0041'RECOVERY NOTE BY PREFERRED SURVEYING COMPANY INC 2002 (DJR)
 MC0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0116 ***********************************************************************
 JZ0116  DESIGNATION -  G 140
 JZ0116  PID         -  JZ0116
 JZ0116  STATE/COUNTY-  OH/MONTGOMERY
 JZ0116  USGS QUAD   -  FAIRBORN (1992)
 JZ0116
 JZ0116                         *CURRENT SURVEY CONTROL
 JZ0116  ___________________________________________________________________
 JZ0116* NAD 83(1986)-  39 47 04.     (N)    084 05 49.     (W)     SCALED    
 JZ0116* NAVD 88     -       243.997  (meters)     800.51   (feet)  ADJUSTED  
 JZ0116  ___________________________________________________________________
 JZ0116  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JZ0116  DYNAMIC HT  -         243.863 (meters)     800.07  (feet)  COMP
 JZ0116  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 JZ0116
 JZ0116  VERT ORDER  -  SECOND    CLASS 0
 JZ0116
 JZ0116.This mark is at Wright Patterson Afb Airport (FFO)
 JZ0116
 JZ0116.The horizontal coordinates were scaled from a topographic map and have
 JZ0116.an estimated accuracy of +/- 6 seconds.
 JZ0116
 JZ0116.The orthometric height was determined by differential leveling
 JZ0116.and adjusted by the National Geodetic Survey in June 1991..
 JZ0116
 JZ0116.The geoid height was determined by GEOID03.
 JZ0116
 JZ0116.The dynamic height is computed by dividing the NAVD 88
 JZ0116.geopotential number by the normal gravity value computed on the
 JZ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0116.degrees latitude (g = 980.6199 gals.).
 JZ0116
 JZ0116.The modeled gravity was interpolated from observed gravity values.
 JZ0116
 JZ0116;                    North         East    Units  Estimated Accuracy
 JZ0116;SPC OH S     -   199,310.      463,220.      MT  (+/- 180 meters Scaled)
 JZ0116
 JZ0116                          SUPERSEDED SURVEY CONTROL
 JZ0116
 JZ0116  NGVD 29 (??/??/92)  244.209  (m)          801.21   (f) ADJ UNCH    2 0
 JZ0116
 JZ0116.Superseded values are not recommended for survey control.
 JZ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0116.See file dsdata.txt to determine how the superseded data were derived.
 JZ0116
 JZ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK486078(NAD 83)
 JZ0116_MARKER: DB = BENCH MARK DISK
 JZ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0116_STAMPING: G 140 1947
 JZ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0116+STABILITY: SURFACE MOTION
 JZ0116
 JZ0116  HISTORY     - Date     Condition        Report By
 JZ0116  HISTORY     - 1947     MONUMENTED       CGS
 JZ0116
 JZ0116                          STATION DESCRIPTION
 JZ0116
 JZ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0116'AT WRIGHT FIELD.
 JZ0116'AT WRIGHT FIELD, ABOUT 0.5 MILE SOUTHEAST ALONG AIRPORT STREETS
 JZ0116'FROM THE MAIN ENTRANCE AT GATE 29 ON STATE HIGHWAY 4, 43 FEET
 JZ0116'SOUTH OF THE SOUTH WALL OF BUILDING NO. 8 HOUSING THE CONTROL
 JZ0116'TOWER, 5.5 FEET WEST OF THE WEST EDGE OF A CONCRETE WALK LEADING
 JZ0116'TO THE SOUTH ENTRANCE TO THE BUILDING, 82 FEET SOUTHEAST OF THE
 JZ0116'SOUTHWEST CORNER OF THE BUILDING, 102 FEET SOUTHWEST OF THE
 JZ0116'SOUTHEAST CORNER OF THE BUILDING, 35 FEET NORTH OF THE NORTH
 JZ0116'CURB OF 10TH STREET, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 JZ0116'ABOUT LEVEL WITH THE WALK AND SET IN THE TOP OF A CONCRETE POST
 JZ0116'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0463 ***********************************************************************
 JZ0463  DESIGNATION -  G 142
 JZ0463  PID         -  JZ0463
 JZ0463  STATE/COUNTY-  OH/BUTLER
 JZ0463  USGS QUAD   -  SHANDON (1981)
 JZ0463
 JZ0463                         *CURRENT SURVEY CONTROL
 JZ0463  ___________________________________________________________________
 JZ0463* NAD 83(1986)-  39 16 29.     (N)    084 41 01.     (W)     SCALED    
 JZ0463* NAVD 88     -       159.290  (meters)     522.60   (feet)  ADJUSTED  
 JZ0463  ___________________________________________________________________
 JZ0463  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JZ0463  DYNAMIC HT  -         159.197 (meters)     522.30  (feet)  COMP
 JZ0463  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 JZ0463
 JZ0463  VERT ORDER  -  SECOND    CLASS 0
 JZ0463
 JZ0463.The horizontal coordinates were scaled from a topographic map and have
 JZ0463.an estimated accuracy of +/- 6 seconds.
 JZ0463
 JZ0463.The orthometric height was determined by differential leveling
 JZ0463.and adjusted by the National Geodetic Survey in June 1991..
 JZ0463
 JZ0463.The geoid height was determined by GEOID03.
 JZ0463
 JZ0463.The dynamic height is computed by dividing the NAVD 88
 JZ0463.geopotential number by the normal gravity value computed on the
 JZ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0463.degrees latitude (g = 980.6199 gals.).
 JZ0463
 JZ0463.The modeled gravity was interpolated from observed gravity values.
 JZ0463
 JZ0463;                    North         East    Units  Estimated Accuracy
 JZ0463;SPC OH S     -   143,790.      411,610.      MT  (+/- 180 meters Scaled)
 JZ0463
 JZ0463                          SUPERSEDED SURVEY CONTROL
 JZ0463
 JZ0463  NGVD 29 (??/??/92)  159.47   (m)          523.2    (f) COMPUTED    2 0
 JZ0463
 JZ0463.Superseded values are not recommended for survey control.
 JZ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0463.See file dsdata.txt to determine how the superseded data were derived.
 JZ0463
 JZ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ998498(NAD 83)
 JZ0463_MARKER: DB = BENCH MARK DISK
 JZ0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0463_SP_SET: BRIDGE
 JZ0463_STAMPING: G 142 1949
 JZ0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0463
 JZ0463  HISTORY     - Date     Condition        Report By
 JZ0463  HISTORY     - 1947     MONUMENTED       CGS
 JZ0463  HISTORY     - 1966     GOOD             NGS
 JZ0463
 JZ0463                          STATION DESCRIPTION
 JZ0463
 JZ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CS)
 JZ0463'DESCRIPTION IS MISSING, SEE H 142 AND E 142 FOR GENERAL
 JZ0463'LOCATION.
 JZ0463
 JZ0463                          STATION RECOVERY (1966)
 JZ0463
 JZ0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JZ0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0977 ***********************************************************************
 JZ0977  DESIGNATION -  G 143
 JZ0977  PID         -  JZ0977
 JZ0977  STATE/COUNTY-  OH/BUTLER
 JZ0977  USGS QUAD   -  SHANDON (1981)
 JZ0977
 JZ0977                         *CURRENT SURVEY CONTROL
 JZ0977  ___________________________________________________________________
 JZ0977* NAD 83(1986)-  39 19 48.     (N)    084 43 24.     (W)     SCALED    
 JZ0977* NAVD 88     -       183.790  (meters)     602.98   (feet)  ADJUSTED  
 JZ0977  ___________________________________________________________________
 JZ0977  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JZ0977  DYNAMIC HT  -         183.684 (meters)     602.64  (feet)  COMP
 JZ0977  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 JZ0977
 JZ0977  VERT ORDER  -  SECOND    CLASS 0
 JZ0977
 JZ0977.The horizontal coordinates were scaled from a topographic map and have
 JZ0977.an estimated accuracy of +/- 6 seconds.
 JZ0977
 JZ0977.The orthometric height was determined by differential leveling
 JZ0977.and adjusted by the National Geodetic Survey in June 1991..
 JZ0977
 JZ0977.The geoid height was determined by GEOID03.
 JZ0977
 JZ0977.The dynamic height is computed by dividing the NAVD 88
 JZ0977.geopotential number by the normal gravity value computed on the
 JZ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0977.degrees latitude (g = 980.6199 gals.).
 JZ0977
 JZ0977.The modeled gravity was interpolated from observed gravity values.
 JZ0977
 JZ0977;                    North         East    Units  Estimated Accuracy
 JZ0977;SPC OH S     -   150,010.      408,330.      MT  (+/- 180 meters Scaled)
 JZ0977
 JZ0977                          SUPERSEDED SURVEY CONTROL
 JZ0977
 JZ0977  NGVD 29 (??/??/92)  183.973  (m)          603.58   (f) ADJ UNCH    2 0
 JZ0977
 JZ0977.Superseded values are not recommended for survey control.
 JZ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0977.See file dsdata.txt to determine how the superseded data were derived.
 JZ0977
 JZ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ962558(NAD 83)
 JZ0977_MARKER: DB = BENCH MARK DISK
 JZ0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0977_STAMPING: G 143 1947
 JZ0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0977+STABILITY: SURFACE MOTION
 JZ0977
 JZ0977  HISTORY     - Date     Condition        Report By
 JZ0977  HISTORY     - 1947     MONUMENTED       CGS
 JZ0977
 JZ0977                          STATION DESCRIPTION
 JZ0977
 JZ0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0977'0.6 MI NW FROM SHANDON.
 JZ0977'0.55 MILES NORTHWEST ALONG STATE HIGHWAY 126 FROM THE POST OFFICE
 JZ0977'AT SHANDON, AT FRED WALTHERS FARM, 26 FEET SOUTHWEST OF THE CENTER
 JZ0977'LINE OF THE HIGHWAY, 63 FEET NORTH OF THE NORTH CORNER OF THE
 JZ0977'FARM HOUSE, 17 FEET NORTHWEST OF A FENCE CORNER, 4.5 FEET SOUTHEAST
 JZ0977'OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF THE FENCE LINE, 2 FEET
 JZ0977'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ0977'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0449 ***********************************************************************
 JZ0449  DESIGNATION -  G 145
 JZ0449  PID         -  JZ0449
 JZ0449  STATE/COUNTY-  OH/HAMILTON
 JZ0449  USGS QUAD   -  GLENDALE (1987)
 JZ0449
 JZ0449                         *CURRENT SURVEY CONTROL
 JZ0449  ___________________________________________________________________
 JZ0449* NAD 83(1986)-  39 17 14.     (N)    084 27 35.     (W)     SCALED    
 JZ0449* NAVD 88     -       201.922  (meters)     662.47   (feet)  ADJUSTED  
 JZ0449  ___________________________________________________________________
 JZ0449  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JZ0449  DYNAMIC HT  -         201.799 (meters)     662.07  (feet)  COMP
 JZ0449  MODELED GRAV-     980,013.5   (mgal)                       NAVD 88
 JZ0449
 JZ0449  VERT ORDER  -  FIRST     CLASS II
 JZ0449
 JZ0449.The horizontal coordinates were scaled from a topographic map and have
 JZ0449.an estimated accuracy of +/- 6 seconds.
 JZ0449
 JZ0449.The orthometric height was determined by differential leveling
 JZ0449.and adjusted by the National Geodetic Survey in June 1991..
 JZ0449
 JZ0449.The geoid height was determined by GEOID03.
 JZ0449
 JZ0449.The dynamic height is computed by dividing the NAVD 88
 JZ0449.geopotential number by the normal gravity value computed on the
 JZ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0449.degrees latitude (g = 980.6199 gals.).
 JZ0449
 JZ0449.The modeled gravity was interpolated from observed gravity values.
 JZ0449
 JZ0449;                    North         East    Units  Estimated Accuracy
 JZ0449;SPC OH S     -   144,730.      430,950.      MT  (+/- 180 meters Scaled)
 JZ0449
 JZ0449                          SUPERSEDED SURVEY CONTROL
 JZ0449
 JZ0449  NGVD 29 (??/??/92)  202.094  (m)          663.04   (f) ADJ UNCH    1 2
 JZ0449
 JZ0449.Superseded values are not recommended for survey control.
 JZ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0449.See file dsdata.txt to determine how the superseded data were derived.
 JZ0449
 JZ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ190517(NAD 83)
 JZ0449_MARKER: DB = BENCH MARK DISK
 JZ0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0449_SP_SET: FOUNDATION
 JZ0449_STAMPING: G 145 1947
 JZ0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0449
 JZ0449  HISTORY     - Date     Condition        Report By
 JZ0449  HISTORY     - 1947     MONUMENTED       CGS
 JZ0449
 JZ0449                          STATION DESCRIPTION
 JZ0449
 JZ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0449'1.2 MI NW FROM GLENDALE.
 JZ0449'1.15 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0449'THE STATION AT GLENDALE, AT CONCRETE OVERPASS NO. 161A OF KEMPER
 JZ0449'ROAD OVER THE RAILROAD, SET VERTICALLY IN THE WEST FACE OF THE
 JZ0449'CONCRETE FOUNDATION OF THE EAST ROW OF PIERS, 3.4 FEET SOUTH
 JZ0449'OF THE CENTER OF THE SOUTH PIER, 3 FEET NORTH OF THE SOUTH END
 JZ0449'OF THE MAIN PART OF THE FOUNDATION, 6.5 FEET EAST OF THE EAST
 JZ0449'RAIL AND 4 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0950 ***********************************************************************
 JZ0950  DESIGNATION -  G 146
 JZ0950  PID         -  JZ0950
 JZ0950  STATE/COUNTY-  OH/BUTLER
 JZ0950  USGS QUAD   -  REILY (1992)
 JZ0950
 JZ0950                         *CURRENT SURVEY CONTROL
 JZ0950  ___________________________________________________________________
 JZ0950* NAD 83(1986)-  39 25 48.     (N)    084 46 17.     (W)     SCALED    
 JZ0950* NAVD 88     -       255.292  (meters)     837.57   (feet)  ADJUSTED  
 JZ0950  ___________________________________________________________________
 JZ0950  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JZ0950  DYNAMIC HT  -         255.146 (meters)     837.09  (feet)  COMP
 JZ0950  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 JZ0950
 JZ0950  VERT ORDER  -  SECOND    CLASS 0
 JZ0950
 JZ0950.The horizontal coordinates were scaled from a topographic map and have
 JZ0950.an estimated accuracy of +/- 6 seconds.
 JZ0950
 JZ0950.The orthometric height was determined by differential leveling
 JZ0950.and adjusted by the National Geodetic Survey in June 1991..
 JZ0950
 JZ0950.The geoid height was determined by GEOID03.
 JZ0950
 JZ0950.The dynamic height is computed by dividing the NAVD 88
 JZ0950.geopotential number by the normal gravity value computed on the
 JZ0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0950.degrees latitude (g = 980.6199 gals.).
 JZ0950
 JZ0950.The modeled gravity was interpolated from observed gravity values.
 JZ0950
 JZ0950;                    North         East    Units  Estimated Accuracy
 JZ0950;SPC OH S     -   161,210.      404,470.      MT  (+/- 180 meters Scaled)
 JZ0950
 JZ0950                          SUPERSEDED SURVEY CONTROL
 JZ0950
 JZ0950  NGVD 29 (??/??/92)  255.466  (m)          838.14   (f) ADJ UNCH    2 0
 JZ0950
 JZ0950.Superseded values are not recommended for survey control.
 JZ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0950.See file dsdata.txt to determine how the superseded data were derived.
 JZ0950
 JZ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ918668(NAD 83)
 JZ0950_MARKER: DB = BENCH MARK DISK
 JZ0950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0950_SP_SET: CULVERT
 JZ0950_STAMPING: G 146 1947
 JZ0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0950
 JZ0950  HISTORY     - Date     Condition        Report By
 JZ0950  HISTORY     - 1947     MONUMENTED       CGS
 JZ0950  HISTORY     - 20011107 GOOD             BUTCOE
 JZ0950
 JZ0950                          STATION DESCRIPTION
 JZ0950
 JZ0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0950'0.6 MI W FROM REILY.
 JZ0950'0.65 MILE WEST ALONG THE REILY-PEORIA ROAD FROM THE TOWN HALL
 JZ0950'AT REILY, ABOUT 50 YARDS WEST OF THE NORTHWEST CORNER OF THE
 JZ0950'REILY CEMETERY, SET IN THE TOP OF THE CENTER OF THE SOUTH HEAD
 JZ0950'WALL OF A 3-FOOT CONCRETE BOX CULVERT, 14.5 FEET SOUTH OF THE
 JZ0950'CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE THE ROAD LEVEL.
 JZ0950
 JZ0950                          STATION RECOVERY (2001)
 JZ0950
 JZ0950'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2001 (WCL)
 JZ0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1109 ***********************************************************************
 KY1109  DESIGNATION -  G 147
 KY1109  PID         -  KY1109
 KY1109  STATE/COUNTY-  OH/MAHONING
 KY1109  USGS QUAD   -  DAMASCUS (1994)
 KY1109
 KY1109                         *CURRENT SURVEY CONTROL
 KY1109  ___________________________________________________________________
 KY1109* NAD 83(1986)-  40 59 16.     (N)    080 58 28.     (W)     SCALED    
 KY1109* NAVD 88     -       322.943  (meters)    1059.52   (feet)  ADJUSTED  
 KY1109  ___________________________________________________________________
 KY1109  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KY1109  DYNAMIC HT  -         322.793 (meters)    1059.03  (feet)  COMP
 KY1109  MODELED GRAV-     980,150.4   (mgal)                       NAVD 88
 KY1109
 KY1109  VERT ORDER  -  SECOND    CLASS 0
 KY1109
 KY1109.The horizontal coordinates were scaled from a topographic map and have
 KY1109.an estimated accuracy of +/- 6 seconds.
 KY1109
 KY1109.The orthometric height was determined by differential leveling
 KY1109.and adjusted by the National Geodetic Survey in June 1991..
 KY1109
 KY1109.The geoid height was determined by GEOID03.
 KY1109
 KY1109.The dynamic height is computed by dividing the NAVD 88
 KY1109.geopotential number by the normal gravity value computed on the
 KY1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1109.degrees latitude (g = 980.6199 gals.).
 KY1109
 KY1109.The modeled gravity was interpolated from observed gravity values.
 KY1109
 KY1109;                    North         East    Units  Estimated Accuracy
 KY1109;SPC OH N     -   147,830.      728,360.      MT  (+/- 180 meters Scaled)
 KY1109
 KY1109                          SUPERSEDED SURVEY CONTROL
 KY1109
 KY1109  NGVD 29 (??/??/92)  323.108  (m)         1060.06   (f) ADJ UNCH    2 0
 KY1109
 KY1109.Superseded values are not recommended for survey control.
 KY1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1109.See file dsdata.txt to determine how the superseded data were derived.
 KY1109
 KY1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF021374(NAD 83)
 KY1109_MARKER: DB = BENCH MARK DISK
 KY1109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1109_SP_SET: ABUTMENT
 KY1109_STAMPING: G 147 1949
 KY1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1109+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 KY1109
 KY1109  HISTORY     - Date     Condition        Report By
 KY1109  HISTORY     - 1949     MONUMENTED       CGS
 KY1109  HISTORY     - 1950     GOOD             NGS
 KY1109  HISTORY     - 20060914 GOOD             GEOCAC
 KY1109
 KY1109                          STATION DESCRIPTION
 KY1109
 KY1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1109'2.2 MI NE FROM NORTH BENTON.
 KY1109'ABOUT 0.5 MILE NORTHEAST ALONG HELSEL ROAD FROM THE POST OFFICE
 KY1109'AT NORTH BENTON, THENCE ABOUT 1.7 MILES EAST ALONG WESTERN
 KY1109'RESERVE ROAD, AT THE JUNCTION OF WESTERN RESERVE ROAD AND
 KY1109'SMITH-GOSHEN ROAD, IN THE TOP AND NORTH END OF WEST ABUTMENT
 KY1109'OF A 20 FOOT CONCRETE BRIDGE, 11 FEET NORTH OF THE CENTERLINE
 KY1109'OF WESTERN RESERVE ROAD, 1 FOOT WEST OF WEST END OF NORTH
 KY1109'RAILING OF BRIDGE.  A STANDARD DISK CEMENTED IN A DRILLED HOLE
 KY1109'AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF WESTERN RESERVE ROAD.
 KY1109
 KY1109                          STATION RECOVERY (2006)
 KY1109
 KY1109'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1109'ADD TO DESCRIPTION, IT IS 2 FEET SOUTHEAST OF AN ORANGE WITNESS POST.
 KY1109'ALSO, THERE IS NO ROAD JUNCTION AT THIS BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0977 ***********************************************************************
 MB0977  DESIGNATION -  G 148
 MB0977  PID         -  MB0977
 MB0977  STATE/COUNTY-  OH/MAHONING
 MB0977  USGS QUAD   -  CAMPBELL (1979)
 MB0977
 MB0977                         *CURRENT SURVEY CONTROL
 MB0977  ___________________________________________________________________
 MB0977* NAD 83(1986)-  41 00 30.     (N)    080 31 08.     (W)     SCALED    
 MB0977* NAVD 88     -       340.116  (meters)    1115.86   (feet)  ADJUSTED  
 MB0977  ___________________________________________________________________
 MB0977  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 MB0977  DYNAMIC HT  -         339.956 (meters)    1115.34  (feet)  COMP
 MB0977  MODELED GRAV-     980,144.7   (mgal)                       NAVD 88
 MB0977
 MB0977  VERT ORDER  -  SECOND    CLASS 0
 MB0977
 MB0977.The horizontal coordinates were scaled from a topographic map and have
 MB0977.an estimated accuracy of +/- 6 seconds.
 MB0977
 MB0977.The orthometric height was determined by differential leveling
 MB0977.and adjusted by the National Geodetic Survey in June 1991..
 MB0977
 MB0977.The geoid height was determined by GEOID03.
 MB0977
 MB0977.The dynamic height is computed by dividing the NAVD 88
 MB0977.geopotential number by the normal gravity value computed on the
 MB0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0977.degrees latitude (g = 980.6199 gals.).
 MB0977
 MB0977.The modeled gravity was interpolated from observed gravity values.
 MB0977
 MB0977;                    North         East    Units  Estimated Accuracy
 MB0977;SPC OH N     -   150,880.      766,640.      MT  (+/- 180 meters Scaled)
 MB0977
 MB0977                          SUPERSEDED SURVEY CONTROL
 MB0977
 MB0977  NGVD 29 (??/??/92)  340.282  (m)         1116.41   (f) ADJ UNCH    2 0
 MB0977
 MB0977.Superseded values are not recommended for survey control.
 MB0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0977.See file dsdata.txt to determine how the superseded data were derived.
 MB0977
 MB0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF404397(NAD 83)
 MB0977_MARKER: DB = BENCH MARK DISK
 MB0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0977_STAMPING: G 148 1949
 MB0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0977+STABILITY: SURFACE MOTION
 MB0977
 MB0977  HISTORY     - Date     Condition        Report By
 MB0977  HISTORY     - 1949     MONUMENTED       CGS
 MB0977  HISTORY     - 1950     GOOD             NGS
 MB0977  HISTORY     - 20060820 MARK NOT FOUND   GEOCAC
 MB0977
 MB0977                          STATION DESCRIPTION
 MB0977
 MB0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0977'2.4 MI SE FROM LOWELLVILLE.
 MB0977'ABOUT 1.1 MILES SOUTHEAST ALONG THE POLAND-STRUTHERS-LOWELLVILLE
 MB0977'ROAD FROM THE SOUTH END OF BRIDGE OVER MAHONING RIVER AT
 MB0977'LOWELLVILLE, THENCE ABOUT 0.1 MILE EAST ALONG U.S. 224, THENCE
 MB0977'ABOUT 0.7 MILE SOUTHEAST ALONG STYMIE ROAD, THENCE ABOUT 0.5 MILE
 MB0977'SOUTH ALONG THE OHIO-PENNA. STATE LINE ROAD, ABOUT 200 YARDS
 MB0977'SOUTH OF OVERPASS OVER RAILROAD AT THE END OF FILL, 21 FEET WEST
 MB0977'OF THE CENTERLINE OF THE ROAD, 8 FEET NORTH OF POLE, IN LINE WITH
 MB0977'ROW OF POLES.  IT IS 3 FEET SOUTH OF A WHITE WITNESS POST AND
 MB0977'ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK SET IN THE TOP OF A
 MB0977'CONCRETE POST PROJECTING 3 INCHES.
 MB0977
 MB0977                          STATION RECOVERY (2006)
 MB0977
 MB0977'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1212 ***********************************************************************
 KY1212  DESIGNATION -  G 149
 KY1212  PID         -  KY1212
 KY1212  STATE/COUNTY-  OH/MAHONING
 KY1212  USGS QUAD   -  SALEM (1994)
 KY1212
 KY1212                         *CURRENT SURVEY CONTROL
 KY1212  ___________________________________________________________________
 KY1212* NAD 83(1986)-  40 54 03.     (N)    080 47 00.     (W)     SCALED    
 KY1212* NAVD 88     -       318.510  (meters)    1044.98   (feet)  ADJUSTED  
 KY1212  ___________________________________________________________________
 KY1212  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY1212  DYNAMIC HT  -         318.357 (meters)    1044.48  (feet)  COMP
 KY1212  MODELED GRAV-     980,133.8   (mgal)                       NAVD 88
 KY1212
 KY1212  VERT ORDER  -  SECOND    CLASS 0
 KY1212
 KY1212.The horizontal coordinates were scaled from a topographic map and have
 KY1212.an estimated accuracy of +/- 6 seconds.
 KY1212
 KY1212.The orthometric height was determined by differential leveling
 KY1212.and adjusted by the National Geodetic Survey in June 1991..
 KY1212
 KY1212.The geoid height was determined by GEOID03.
 KY1212
 KY1212.The dynamic height is computed by dividing the NAVD 88
 KY1212.geopotential number by the normal gravity value computed on the
 KY1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1212.degrees latitude (g = 980.6199 gals.).
 KY1212
 KY1212.The modeled gravity was interpolated from observed gravity values.
 KY1212
 KY1212;                    North         East    Units  Estimated Accuracy
 KY1212;SPC OH N     -   138,470.      744,630.      MT  (+/- 180 meters Scaled)
 KY1212
 KY1212                          SUPERSEDED SURVEY CONTROL
 KY1212
 KY1212  NGVD 29 (??/??/92)  318.65   (m)         1045.4    (f) COMPUTED    2 0
 KY1212
 KY1212.Superseded values are not recommended for survey control.
 KY1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1212.See file dsdata.txt to determine how the superseded data were derived.
 KY1212
 KY1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF182277(NAD 83)
 KY1212_MARKER: DB = BENCH MARK DISK
 KY1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1212_STAMPING: Q 149 1949
 KY1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1212+STABILITY: SURFACE MOTION
 KY1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1212+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2006
 KY1212
 KY1212  HISTORY     - Date     Condition        Report By
 KY1212  HISTORY     - 1949     MONUMENTED       CGS
 KY1212  HISTORY     - 1950     GOOD             NGS
 KY1212  HISTORY     - 20060731 GOOD             GEOCAC
 KY1212
 KY1212                          STATION DESCRIPTION
 KY1212
 KY1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1212'1 MI W FROM WASHINGTONVILLE.
 KY1212'ABOUT 1.05 MILES WEST ALONG STATE HIGHWAY 14 FROM THE
 KY1212'TRINITY LUTHERAN CHURCH AT WASHINGTONVILLE, ABOUT 0.1 MILE
 KY1212'EAST OF THE LISBON-CANFIELD ROAD, ABOUT 50 YARDS EAST OF A CURVE
 KY1212'TURNING NORTHWEST, 31 FEET NORTH OF THE CENTERLINE OF STATE
 KY1212'HIGHWAY 14, 25 FEET WEST OF AN 18 INCH THREE TRUNK TREE, 52 FEET
 KY1212'NORTH AND ACROSS THE HIGHWAY FROM POLE NUMBER 9/74 24824-968, N 113.
 KY1212'IT IS 2 FEET WEST OF A WHITE WITNESS POST AND ABOUT 1 FOOT ABOVE
 KY1212'THE LEVEL OF THE ROAD.  A STANDARD DISK SET IN THE TOP OF A
 KY1212'CONCRETE POST AND PROJECTING 3 INCHES.
 KY1212
 KY1212                          STATION RECOVERY (2006)
 KY1212
 KY1212'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1183 ***********************************************************************
 KY1183  DESIGNATION -  G 149 RESET
 KY1183  PID         -  KY1183
 KY1183  STATE/COUNTY-  OH/MAHONING
 KY1183  USGS QUAD   -  COLUMBIANA (1994)
 KY1183
 KY1183                         *CURRENT SURVEY CONTROL
 KY1183  ___________________________________________________________________
 KY1183* NAD 83(1986)-  40 57 33.     (N)    080 38 28.     (W)     SCALED    
 KY1183* NAVD 88     -       345.00   (meters)    1131.9    (feet)  RESET     
 KY1183  ___________________________________________________________________
 KY1183  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY1183
 KY1183  VERT ORDER  -  THIRD
 KY1183
 KY1183.The horizontal coordinates were scaled from a topographic map and have
 KY1183.an estimated accuracy of +/- 6 seconds.
 KY1183
 KY1183.The orthometric height was computed from unverified reset data.
 KY1183.No vertical observational check was made to the station.
 KY1183
 KY1183.The geoid height was determined by GEOID03.
 KY1183
 KY1183;                    North         East    Units  Estimated Accuracy
 KY1183;SPC OH N     -   145,190.      756,470.      MT  (+/- 180 meters Scaled)
 KY1183
 KY1183                          SUPERSEDED SURVEY CONTROL
 KY1183
 KY1183  NGVD 29 (10/13/05)  345.16   (m)         1132.4    (f) RESET       3  
 KY1183
 KY1183.Superseded values are not recommended for survey control.
 KY1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1183.See file dsdata.txt to determine how the superseded data were derived.
 KY1183
 KY1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF302342(NAD 83)
 KY1183_MARKER: DB = BENCH MARK DISK
 KY1183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1183_SP_SET: CON RAILING
 KY1183_STAMPING: G 149 RESET 1974
 KY1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1183+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 KY1183
 KY1183  HISTORY     - Date     Condition        Report By
 KY1183  HISTORY     - 1974     MONUMENTED       OHDT
 KY1183  HISTORY     - 1975     GOOD             OHDT
 KY1183  HISTORY     - 20060427 GOOD             GEOCAC
 KY1183
 KY1183                          STATION DESCRIPTION
 KY1183
 KY1183'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1975
 KY1183'AT LIMA.
 KY1183'AT THE INTERSECTION OF I-680 AND STATE ROUTE 164 (ALSO KNOWN
 KY1183'AS SOUTH AVENUE 140 FEET SOUTHWESTERLY OF THE CENTERLINE OF
 KY1183'I-680 AND 21 FEET NORTH AND ABOUT 2.5 FEET HIGHER THAN THE
 KY1183'CENTERLINE OF S.R. 164.  CEMENTED IN A DRILLED HOLE ON TOP OF THE
 KY1183'CONCRETE RAILING OVER THE WEST ABUTMENT OF THE BRIDGE OVER I-680.
 KY1183
 KY1183                          STATION RECOVERY (2006)
 KY1183
 KY1183'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1183'ADD TO DESCRIPTION, MARK IS AT NORTH LIMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1105 ***********************************************************************
 MB1105  DESIGNATION -  G 15
 MB1105  PID         -  MB1105
 MB1105  STATE/COUNTY-  OH/GEAUGA
 MB1105  USGS QUAD   -  MIDDLEFIELD (1994)
 MB1105
 MB1105                         *CURRENT SURVEY CONTROL
 MB1105  ___________________________________________________________________
 MB1105* NAD 83(1986)-  41 29 21.     (N)    081 06 03.     (W)     SCALED    
 MB1105* NAVD 88     -       346.384  (meters)    1136.43   (feet)  ADJUSTED  
 MB1105  ___________________________________________________________________
 MB1105  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB1105  DYNAMIC HT  -         346.240 (meters)    1135.96  (feet)  COMP
 MB1105  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 MB1105
 MB1105  VERT ORDER  -  SECOND    CLASS 0
 MB1105
 MB1105.The horizontal coordinates were scaled from a topographic map and have
 MB1105.an estimated accuracy of +/- 6 seconds.
 MB1105
 MB1105.The orthometric height was determined by differential leveling
 MB1105.and adjusted by the National Geodetic Survey in June 1991..
 MB1105
 MB1105.The geoid height was determined by GEOID03.
 MB1105
 MB1105.The dynamic height is computed by dividing the NAVD 88
 MB1105.geopotential number by the normal gravity value computed on the
 MB1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1105.degrees latitude (g = 980.6199 gals.).
 MB1105
 MB1105.The modeled gravity was interpolated from observed gravity values.
 MB1105
 MB1105;                    North         East    Units  Estimated Accuracy
 MB1105;SPC OH N     -   203,320.      716,840.      MT  (+/- 180 meters Scaled)
 MB1105
 MB1105                          SUPERSEDED SURVEY CONTROL
 MB1105
 MB1105  NGVD 29 (??/??/92)  346.574  (m)         1137.05   (f) ADJ UNCH    2 0
 MB1105
 MB1105.Superseded values are not recommended for survey control.
 MB1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1105.See file dsdata.txt to determine how the superseded data were derived.
 MB1105
 MB1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF915930(NAD 83)
 MB1105_MARKER: DB = BENCH MARK DISK
 MB1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1105_STAMPING: G 15 1934
 MB1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1105+STABILITY: SURFACE MOTION
 MB1105
 MB1105  HISTORY     - Date     Condition        Report By
 MB1105  HISTORY     - 1934     MONUMENTED       CGS
 MB1105  HISTORY     - 1959     MARK NOT FOUND   NGS
 MB1105
 MB1105                          STATION DESCRIPTION
 MB1105
 MB1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MB1105'AT BURTON.
 MB1105'AT BURTON, GEAUGA COUNTY, 36 YARDS SOUTHEAST OF THE SOUTHEAST
 MB1105'CORNER OF THE BALTIMORE AND OHIO RAILROAD STATION, 12 YARDS
 MB1105'NORTHWEST OF THE SOUTHWEST CORNER OF THE HOME OF FRANK CAMBELL,
 MB1105'AT A ROAD CROSSING, 23 YARDS NORTHEAST OF THE INTERSECTION OF THE
 MB1105'CENTERLINE OF THE ROAD WITH THE EAST RAIL, 10 YARDS EAST OF THE
 MB1105'EAST RAIL OF THE MAIN TRACK, 3.1 FEET SOUTH OF A POLE, AND 5 FEET
 MB1105'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MB1105'G 15 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- POLE LINE
 MB1105'HAS BEEN CHANGED AND AREA HAS BEEN DISTURBED BY RAILROAD DITCHING,
 MB1105'EARTH HAS ALSO BEEN REMOVED FROM DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1165 ***********************************************************************
 KY1165  DESIGNATION -  G 150
 KY1165  PID         -  KY1165
 KY1165  STATE/COUNTY-  OH/COLUMBIANA
 KY1165  USGS QUAD   -  SALEM (1994)
 KY1165
 KY1165                         *CURRENT SURVEY CONTROL
 KY1165  ___________________________________________________________________
 KY1165* NAD 83(1986)-  40 55 04.     (N)    080 51 24.     (W)     SCALED    
 KY1165* NAVD 88     -       396.817  (meters)    1301.89   (feet)  ADJUSTED  
 KY1165  ___________________________________________________________________
 KY1165  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY1165  DYNAMIC HT  -         396.629 (meters)    1301.27  (feet)  COMP
 KY1165  MODELED GRAV-     980,137.6   (mgal)                       NAVD 88
 KY1165
 KY1165  VERT ORDER  -  SECOND    CLASS 0
 KY1165
 KY1165.The horizontal coordinates were scaled from a topographic map and have
 KY1165.an estimated accuracy of +/- 6 seconds.
 KY1165
 KY1165.The orthometric height was determined by differential leveling
 KY1165.and adjusted by the National Geodetic Survey in June 1991..
 KY1165
 KY1165.The geoid height was determined by GEOID03.
 KY1165
 KY1165.The dynamic height is computed by dividing the NAVD 88
 KY1165.geopotential number by the normal gravity value computed on the
 KY1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1165.degrees latitude (g = 980.6199 gals.).
 KY1165
 KY1165.The modeled gravity was interpolated from observed gravity values.
 KY1165
 KY1165;                    North         East    Units  Estimated Accuracy
 KY1165;SPC OH N     -   140,240.      738,420.      MT  (+/- 180 meters Scaled)
 KY1165
 KY1165                          SUPERSEDED SURVEY CONTROL
 KY1165
 KY1165  NGVD 29 (??/??/92)  396.966  (m)         1302.38   (f) ADJ UNCH    2 0
 KY1165
 KY1165.Superseded values are not recommended for survey control.
 KY1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1165.See file dsdata.txt to determine how the superseded data were derived.
 KY1165
 KY1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF120296(NAD 83)
 KY1165_MARKER: DB = BENCH MARK DISK
 KY1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1165_STAMPING: G 150 1949
 KY1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1165+STABILITY: SURFACE MOTION
 KY1165
 KY1165  HISTORY     - Date     Condition        Report By
 KY1165  HISTORY     - 1949     MONUMENTED       CGS
 KY1165  HISTORY     - 1950     GOOD             NGS
 KY1165  HISTORY     - 20060718 MARK NOT FOUND   GEOCAC
 KY1165
 KY1165                          STATION DESCRIPTION
 KY1165
 KY1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1165'1.5 MI NW FROM SALEM.
 KY1165'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 KY1165'IN THE CITY OF SALEM, THENCE ABOUT 1.3 MILES NORTH ALONG ELLSWORTH
 KY1165'AVE. AND STATE HIGHWAY 45, IN THE SOUTHEAST CORNER OF A VACANT LOT
 KY1165'IN THE 1500 BLOCK, 40 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 KY1165'45, 28.5 FEET NORTH OF THE CENTERLINE OF DIRT STREET, 19.5 FEET
 KY1165'WEST-SOUTH-WEST OF POLE 991-N-3, 2 FEET NORTH OF ASPHALT WALK
 KY1165'AND ACROSS THE STREET FROM HOUSE 1510.  IT IS ABOUT 3 FEET ABOVE
 KY1165'THE LEVEL OF THE STREET.  A STANDARD DISK SET IN THE TOP OF A
 KY1165'CONCRETE POST AND FLUSH WITH THE LEVEL OF THE GROUND.
 KY1165
 KY1165                          STATION RECOVERY (2006)
 KY1165
 KY1165'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1165'THE LOT IS NO LONGER VACANT. MEASUREMENTS FELL UNDER A HEDGEROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0864 ***********************************************************************
 MB0864  DESIGNATION -  G 151
 MB0864  PID         -  MB0864
 MB0864  STATE/COUNTY-  OH/MAHONING
 MB0864  USGS QUAD   -  LAKE MILTON (1979)
 MB0864
 MB0864                         *CURRENT SURVEY CONTROL
 MB0864  ___________________________________________________________________
 MB0864* NAD 83(1986)-  41 05 56.     (N)    080 55 29.     (W)     SCALED    
 MB0864* NAVD 88     -       311.597  (meters)    1022.30   (feet)  ADJUSTED  
 MB0864  ___________________________________________________________________
 MB0864  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB0864  DYNAMIC HT  -         311.457 (meters)    1021.84  (feet)  COMP
 MB0864  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 MB0864
 MB0864  VERT ORDER  -  SECOND    CLASS 0
 MB0864
 MB0864.The horizontal coordinates were scaled from a topographic map and have
 MB0864.an estimated accuracy of +/- 6 seconds.
 MB0864
 MB0864.The orthometric height was determined by differential leveling
 MB0864.and adjusted by the National Geodetic Survey in June 1991..
 MB0864
 MB0864.The geoid height was determined by GEOID03.
 MB0864
 MB0864.The dynamic height is computed by dividing the NAVD 88
 MB0864.geopotential number by the normal gravity value computed on the
 MB0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0864.degrees latitude (g = 980.6199 gals.).
 MB0864
 MB0864.The modeled gravity was interpolated from observed gravity values.
 MB0864
 MB0864;                    North         East    Units  Estimated Accuracy
 MB0864;SPC OH N     -   160,240.      732,320.      MT  (+/- 180 meters Scaled)
 MB0864
 MB0864                          SUPERSEDED SURVEY CONTROL
 MB0864
 MB0864  NGVD 29 (??/??/92)  311.770  (m)         1022.87   (f) ADJ UNCH    2 0
 MB0864
 MB0864.Superseded values are not recommended for survey control.
 MB0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0864.See file dsdata.txt to determine how the superseded data were derived.
 MB0864
 MB0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF063497(NAD 83)
 MB0864_MARKER: DB = BENCH MARK DISK
 MB0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0864_STAMPING: G 151 1949
 MB0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0864+STABILITY: SURFACE MOTION
 MB0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0864+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 MB0864
 MB0864  HISTORY     - Date     Condition        Report By
 MB0864  HISTORY     - 1949     MONUMENTED       CGS
 MB0864  HISTORY     - 1950     GOOD             NGS
 MB0864  HISTORY     - 20060723 GOOD             GEOCAC
 MB0864
 MB0864                          STATION DESCRIPTION
 MB0864
 MB0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0864'4 MI SE FROM PRICETOWN.
 MB0864'ABOUT 1.3 MILES EAST ALONG THE MAHONING-TRUMBULL COUNTY LINE
 MB0864'ROAD FROM THE COMMUNITY CHURCH AT PRICETOWN, THENCE ABOUT
 MB0864'0.9 MILE EAST ALONG ROBINSON ROAD, THENCE ABOUT 1.8 MILES SOUTH
 MB0864'ALONG THE ORRS CORNERS-NEWTON FALLS ROAD, AT THE JUNCTION OF
 MB0864'ORRS CORNERS-NEWTON FALLS ROAD AND S.R. 18, 22 FEET EAST OF
 MB0864'THE CENTERLINE OF THE ORRS CORNERS-NEWTON FALLS ROAD, 172.0 FEET
 MB0864'SOUTH OF THE CENTERLINE OF S.R. 18, 65 FEET SOUTHWEST OF THE
 MB0864'SOUTHWEST CORNER OF RAYS TAVERN, 3 FEET NORTHEAST OF POLE 1291-N-23.
 MB0864'IT IS 3 FEET NORTH OF A WHITE WITNESS POST AND ABOUT 1 FOOT
 MB0864'ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK SET IN THE TOP OF
 MB0864'A CONCRETE POST AND PROJECTING ABOUT 4 INCHES.
 MB0864
 MB0864                          STATION RECOVERY (2006)
 MB0864
 MB0864'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0864'ADD TO DESCRIPTION, THE MARK IS 65 FEET SOUTHWEST OF THE SOUTHWEST
 MB0864'CORNER OF C AND W BLUE RIDGE TAVERN, 3 FEET SOUTH OF POLE 1291-N-23,
 MB0864'AND 1 FOOT EAST OF AN ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0923 ***********************************************************************
 MB0923  DESIGNATION -  G 152
 MB0923  PID         -  MB0923
 MB0923  STATE/COUNTY-  OH/TRUMBULL
 MB0923  USGS QUAD   -  SHARON WEST (1994)
 MB0923
 MB0923                         *CURRENT SURVEY CONTROL
 MB0923  ___________________________________________________________________
 MB0923* NAD 83(1986)-  41 14 07.     (N)    080 32 18.     (W)     SCALED    
 MB0923* NAVD 88     -       264.678  (meters)     868.36   (feet)  ADJUSTED  
 MB0923  ___________________________________________________________________
 MB0923  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0923  DYNAMIC HT  -         264.559 (meters)     867.97  (feet)  COMP
 MB0923  MODELED GRAV-     980,170.3   (mgal)                       NAVD 88
 MB0923
 MB0923  VERT ORDER  -  SECOND    CLASS 0
 MB0923
 MB0923.The horizontal coordinates were scaled from a topographic map and have
 MB0923.an estimated accuracy of +/- 6 seconds.
 MB0923
 MB0923.The orthometric height was determined by differential leveling
 MB0923.and adjusted by the National Geodetic Survey in June 1991..
 MB0923
 MB0923.The geoid height was determined by GEOID03.
 MB0923
 MB0923.The dynamic height is computed by dividing the NAVD 88
 MB0923.geopotential number by the normal gravity value computed on the
 MB0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0923.degrees latitude (g = 980.6199 gals.).
 MB0923
 MB0923.The modeled gravity was interpolated from observed gravity values.
 MB0923
 MB0923;                    North         East    Units  Estimated Accuracy
 MB0923;SPC OH N     -   176,040.      764,430.      MT  (+/- 180 meters Scaled)
 MB0923
 MB0923                          SUPERSEDED SURVEY CONTROL
 MB0923
 MB0923  NGVD 29 (??/??/92)  264.842  (m)          868.90   (f) ADJ UNCH    2 0
 MB0923
 MB0923.Superseded values are not recommended for survey control.
 MB0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0923.See file dsdata.txt to determine how the superseded data were derived.
 MB0923
 MB0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF386649(NAD 83)
 MB0923_MARKER: DB = BENCH MARK DISK
 MB0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0923_SP_SET: BRIDGE
 MB0923_STAMPING: G 152 1950
 MB0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0923
 MB0923  HISTORY     - Date     Condition        Report By
 MB0923  HISTORY     - 1950     MONUMENTED       CGS
 MB0923  HISTORY     - 19910925 MARK NOT FOUND   OHDT
 MB0923  HISTORY     - 20060714 MARK NOT FOUND   GEOCAC
 MB0923
 MB0923                          STATION DESCRIPTION
 MB0923
 MB0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0923'1.5 MI E FROM BROOKFIELD.
 MB0923'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 82 FROM ITS INTERSECTION
 MB0923'WITH STATE HIGHWAY 7, IN THE WEST END OF A 100 FOOT CONCRETE
 MB0923'BRIDGE TR-82-252 OVER YANKEE CREEK, 13 FEET SOUTH OF THE
 MB0923'CENTERLINE OF STATE HIGHWAY 82, 3.5 FEET EAST OF THE WEST END OF
 MB0923'BRIDGE INSIDE CONCRETE RAILING.  A STANDARD DISK CEMENTED IN A
 MB0923'DRILLED HOLE AND ABOUT 0.5 FEET ABOVE THE LEVEL OF THE CENTER
 MB0923'OF THE HIGHWAY.  THIS MARK CAN ALSO BE REACHED BY GOING 0.35
 MB0923'MILE NORTHWEST ALONG STATE STREET FROM THE NEW YORK CENTRAL
 MB0923'RAILROAD STATION AT SHARON, THENCE ABOUT 1.1 MILES NORTHWEST
 MB0923'ALONG STATE HIGHWAY 82.
 MB0923
 MB0923                          STATION RECOVERY (1991)
 MB0923
 MB0923'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 MB0923'------ REPORT BY ODOT ---------1991--------- CONDITION - UNKNOWN ----
 MB0923'NOTE*GUARDRAIL INSTALLED,  MARK MAY HAVE BEEN REMOVED.
 MB0923
 MB0923                          STATION RECOVERY (2006)
 MB0923
 MB0923'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0923'THE BRIDGE HAS BEEN RECONSTRUCTED AND THE CONCRETE RAILING HAS BEEN
 MB0923'REPLACED WITH A METAL GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0928 ***********************************************************************
 MB0928  DESIGNATION -  G 153
 MB0928  PID         -  MB0928
 MB0928  STATE/COUNTY-  OH/TRUMBULL
 MB0928  USGS QUAD   -  GIRARD (1994)
 MB0928
 MB0928                         *CURRENT SURVEY CONTROL
 MB0928  ___________________________________________________________________
 MB0928* NAD 83(1986)-  41 09 44.     (N)    080 38 53.     (W)     SCALED    
 MB0928* NAVD 88     -       331.363  (meters)    1087.15   (feet)  ADJUSTED  
 MB0928  ___________________________________________________________________
 MB0928  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 MB0928  DYNAMIC HT  -         331.212 (meters)    1086.65  (feet)  COMP
 MB0928  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 MB0928
 MB0928  VERT ORDER  -  SECOND    CLASS 0
 MB0928
 MB0928.The horizontal coordinates were scaled from a topographic map and have
 MB0928.an estimated accuracy of +/- 6 seconds.
 MB0928
 MB0928.The orthometric height was determined by differential leveling
 MB0928.and adjusted by the National Geodetic Survey in June 1991..
 MB0928
 MB0928.The geoid height was determined by GEOID03.
 MB0928
 MB0928.The dynamic height is computed by dividing the NAVD 88
 MB0928.geopotential number by the normal gravity value computed on the
 MB0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0928.degrees latitude (g = 980.6199 gals.).
 MB0928
 MB0928.The modeled gravity was interpolated from observed gravity values.
 MB0928
 MB0928;                    North         East    Units  Estimated Accuracy
 MB0928;SPC OH N     -   167,730.      755,410.      MT  (+/- 180 meters Scaled)
 MB0928
 MB0928                          SUPERSEDED SURVEY CONTROL
 MB0928
 MB0928  NGVD 29 (??/??/92)  331.533  (m)         1087.70   (f) ADJ UNCH    2 0
 MB0928
 MB0928.Superseded values are not recommended for survey control.
 MB0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0928.See file dsdata.txt to determine how the superseded data were derived.
 MB0928
 MB0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF295568(NAD 83)
 MB0928_MARKER: DB = BENCH MARK DISK
 MB0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0928_STAMPING: G 153 1950
 MB0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0928+STABILITY: SURFACE MOTION
 MB0928
 MB0928  HISTORY     - Date     Condition        Report By
 MB0928  HISTORY     - 1950     MONUMENTED       CGS
 MB0928  HISTORY     - 19900625 MARK NOT FOUND   OHDT
 MB0928  HISTORY     - 20060522 MARK NOT FOUND   GEOCAC
 MB0928
 MB0928                          STATION DESCRIPTION
 MB0928
 MB0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0928'0.8 MI E FROM CHURCHILL.
 MB0928'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 304 FROM THE CEMETERY
 MB0928'AT CHURCHILL, AT THE JUNCTION WITH LIBERTY STREET LEADING NORTH,
 MB0928'26 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 22.5 FEET WEST
 MB0928'OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTH AND 5 FEET
 MB0928'SOUTHWEST OF THE SOUTH END OF A CONCRETE HEADWALL OF A 12 INCH
 MB0928'PIPE CULVERT UNDER DIRT ROAD.  IT IS 2 FEET WEST OF A WHITE
 MB0928'WITNESS POST AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK
 MB0928'SET IN THE TOP OF A CONCRETE POST AND ABOUT FLUSH WITH THE
 MB0928'SURFACE OF THE GROUND.
 MB0928
 MB0928                          STATION RECOVERY (1990)
 MB0928
 MB0928'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 MB0928'MARK NOT FOUND.
 MB0928
 MB0928                          STATION RECOVERY (2006)
 MB0928
 MB0928'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0941 ***********************************************************************
 MB0941  DESIGNATION -  G 154
 MB0941  PID         -  MB0941
 MB0941  STATE/COUNTY-  OH/MAHONING
 MB0941  USGS QUAD   -  CAMPBELL (1979)
 MB0941
 MB0941                         *CURRENT SURVEY CONTROL
 MB0941  ___________________________________________________________________
 MB0941* NAD 83(1986)-  41 07 21.     (N)    080 32 56.     (W)     SCALED    
 MB0941* NAVD 88     -       340.683  (meters)    1117.72   (feet)  ADJUSTED  
 MB0941  ___________________________________________________________________
 MB0941  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MB0941  DYNAMIC HT  -         340.527 (meters)    1117.21  (feet)  COMP
 MB0941  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 MB0941
 MB0941  VERT ORDER  -  SECOND    CLASS 0
 MB0941
 MB0941.The horizontal coordinates were scaled from a topographic map and have
 MB0941.an estimated accuracy of +/- 6 seconds.
 MB0941
 MB0941.The orthometric height was determined by differential leveling
 MB0941.and adjusted by the National Geodetic Survey in June 1991..
 MB0941
 MB0941.The geoid height was determined by GEOID03.
 MB0941
 MB0941.The dynamic height is computed by dividing the NAVD 88
 MB0941.geopotential number by the normal gravity value computed on the
 MB0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0941.degrees latitude (g = 980.6199 gals.).
 MB0941
 MB0941.The modeled gravity was interpolated from observed gravity values.
 MB0941
 MB0941;                    North         East    Units  Estimated Accuracy
 MB0941;SPC OH N     -   163,500.      763,830.      MT  (+/- 180 meters Scaled)
 MB0941
 MB0941                          SUPERSEDED SURVEY CONTROL
 MB0941
 MB0941  NGVD 29 (??/??/92)  340.853  (m)         1118.28   (f) ADJ UNCH    2 0
 MB0941
 MB0941.Superseded values are not recommended for survey control.
 MB0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0941.See file dsdata.txt to determine how the superseded data were derived.
 MB0941
 MB0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF378524(NAD 83)
 MB0941_MARKER: DB = BENCH MARK DISK
 MB0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0941_STAMPING: G 154 1950
 MB0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0941+STABILITY: SURFACE MOTION
 MB0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0941+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 MB0941
 MB0941  HISTORY     - Date     Condition        Report By
 MB0941  HISTORY     - 1950     MONUMENTED       CGS
 MB0941  HISTORY     - 20060220 GOOD             GEOCAC
 MB0941
 MB0941                          STATION DESCRIPTION
 MB0941
 MB0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0941'3.7 MI NE FROM COITSVILLE.
 MB0941'ABOUT 1.3 MILES EAST ALONG U.S. 422 FROM ITS INTERSECTION WITH
 MB0941'STATE HIGHWAY 616, THENCE ABOUT 2.4 MILES NORTH ALONG THE
 MB0941'LOWELLVILLE-HUBBARD ROAD, ABOUT 100 YARDS SOUTH OF A FARM PLACE,
 MB0941'NEAR THE NORTH END OF A CURVE, ABOUT 0.2 MILE NORTH OF MC GUFFEY
 MB0941'ROAD, 24 FEET SOUTHEAST OF THE CENTERLINE OF THE
 MB0941'LOWELLVILLE-HUBBARD ROAD, 3 FEET SOUTHEAST OF POLE 31-47, 92 FEET
 MB0941'SOUTHEAST OF SOUTH END OF EAST STONE HEADWALL OF A CULVERT.
 MB0941'IT IS 2 FEET EAST OF A WHITE WITNESS POST AND ABOUT LEVEL WITH
 MB0941'THE CENTER OF THE LOWELLVILLE-HUBBARD ROAD.  A STANDARD DISK
 MB0941'SET IN THE TOP OF A CONCRETE POST AND ABOUT FLUSH WITH THE LEVEL
 MB0941'OF THE GROUND.
 MB0941
 MB0941                          STATION RECOVERY (2006)
 MB0941
 MB0941'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0838 ***********************************************************************
 MB0838  DESIGNATION -  G 155
 MB0838  PID         -  MB0838
 MB0838  STATE/COUNTY-  OH/TRUMBULL
 MB0838  USGS QUAD   -  WARREN (1994)
 MB0838
 MB0838                         *CURRENT SURVEY CONTROL
 MB0838  ___________________________________________________________________
 MB0838* NAD 83(1986)-  41 08 08.     (N)    080 47 25.     (W)     SCALED    
 MB0838* NAVD 88     -       280.474  (meters)     920.19   (feet)  ADJUSTED  
 MB0838  ___________________________________________________________________
 MB0838  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB0838  DYNAMIC HT  -         280.348 (meters)     919.78  (feet)  COMP
 MB0838  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 MB0838
 MB0838  VERT ORDER  -  SECOND    CLASS 0
 MB0838
 MB0838.The horizontal coordinates were scaled from a topographic map and have
 MB0838.an estimated accuracy of +/- 6 seconds.
 MB0838
 MB0838.The orthometric height was determined by differential leveling
 MB0838.and adjusted by the National Geodetic Survey in June 1991..
 MB0838
 MB0838.The geoid height was determined by GEOID03.
 MB0838
 MB0838.The dynamic height is computed by dividing the NAVD 88
 MB0838.geopotential number by the normal gravity value computed on the
 MB0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0838.degrees latitude (g = 980.6199 gals.).
 MB0838
 MB0838.The modeled gravity was interpolated from observed gravity values.
 MB0838
 MB0838;                    North         East    Units  Estimated Accuracy
 MB0838;SPC OH N     -   164,520.      743,540.      MT  (+/- 180 meters Scaled)
 MB0838
 MB0838                          SUPERSEDED SURVEY CONTROL
 MB0838
 MB0838  NGVD 29 (??/??/92)  280.656  (m)          920.79   (f) ADJ UNCH    2 0
 MB0838
 MB0838.Superseded values are not recommended for survey control.
 MB0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0838.See file dsdata.txt to determine how the superseded data were derived.
 MB0838
 MB0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF176538(NAD 83)
 MB0838_MARKER: DB = BENCH MARK DISK
 MB0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0838_STAMPING: G 155 1950
 MB0838_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0838+STABILITY: SURFACE MOTION
 MB0838
 MB0838  HISTORY     - Date     Condition        Report By
 MB0838  HISTORY     - 1950     MONUMENTED       CGS
 MB0838  HISTORY     - 19930914 GOOD             OHDT
 MB0838
 MB0838                          STATION DESCRIPTION
 MB0838
 MB0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0838'AT OHLTOWN.
 MB0838'AT THE EAST END OF THE OHLTOWN VIADUCT OVER MEANDER RESERVOIR.
 MB0838'IT IS AT THE NORTHWEST CORNER OF A CEMETERY AT THE OHLTOWN
 MB0838'METHODIST CHURCH.  IT IS 44 FEET EAST OF THE CENTERLINE OF THE
 MB0838'NORTH-SOUTH ROAD, 8 FEET NORTH OF THE EXTENDED CENTERLINE OF
 MB0838'THE ROAD LEADING WEST ACROSS THE VIADUCT, 2 FEET SOUTHWEST OF
 MB0838'THE CORNER FENCE POST.  IT IS 1.5 FEET SOUTHWEST OF A WHITE
 MB0838'WITNESS POST AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD
 MB0838'DISK SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE SURFACE
 MB0838'OF THE GROUND.
 MB0838
 MB0838                          STATION RECOVERY (1993)
 MB0838
 MB0838'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0838'-------REPORT BY ODOT-------YEAR 1993-------CONDITION GOOD------
 MB0838' 
 MB0838'DISK IS 87.5' SE OF POLE 896 N TX3, 4'WSW OF FENCE POST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0967 ***********************************************************************
 MB0967  DESIGNATION -  G 156
 MB0967  PID         -  MB0967
 MB0967  STATE/COUNTY-  OH/MAHONING
 MB0967  USGS QUAD   -  CAMPBELL (1979)
 MB0967
 MB0967                         *CURRENT SURVEY CONTROL
 MB0967  ___________________________________________________________________
 MB0967* NAD 83(1986)-  41 06 33.     (N)    080 35 06.     (W)     SCALED    
 MB0967* NAVD 88     -       326.503  (meters)    1071.20   (feet)  ADJUSTED  
 MB0967  ___________________________________________________________________
 MB0967  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0967  DYNAMIC HT  -         326.352 (meters)    1070.71  (feet)  COMP
 MB0967  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 MB0967
 MB0967  VERT ORDER  -  SECOND    CLASS 0
 MB0967
 MB0967.This mark is at Lansdowne Airport (04G)
 MB0967
 MB0967.The horizontal coordinates were scaled from a topographic map and have
 MB0967.an estimated accuracy of +/- 6 seconds.
 MB0967
 MB0967.The orthometric height was determined by differential leveling
 MB0967.and adjusted by the National Geodetic Survey in June 1991..
 MB0967
 MB0967.The geoid height was determined by GEOID03.
 MB0967
 MB0967.The dynamic height is computed by dividing the NAVD 88
 MB0967.geopotential number by the normal gravity value computed on the
 MB0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0967.degrees latitude (g = 980.6199 gals.).
 MB0967
 MB0967.The modeled gravity was interpolated from observed gravity values.
 MB0967
 MB0967;                    North         East    Units  Estimated Accuracy
 MB0967;SPC OH N     -   161,950.      760,830.      MT  (+/- 180 meters Scaled)
 MB0967
 MB0967                          SUPERSEDED SURVEY CONTROL
 MB0967
 MB0967  NGVD 29 (??/??/92)  326.678  (m)         1071.78   (f) ADJ UNCH    2 0
 MB0967
 MB0967.Superseded values are not recommended for survey control.
 MB0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0967.See file dsdata.txt to determine how the superseded data were derived.
 MB0967
 MB0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF348509(NAD 83)
 MB0967_MARKER: DB = BENCH MARK DISK
 MB0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0967_STAMPING: G 156 1950
 MB0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0967+STABILITY: SURFACE MOTION
 MB0967
 MB0967  HISTORY     - Date     Condition        Report By
 MB0967  HISTORY     - 1950     MONUMENTED       CGS
 MB0967
 MB0967                          STATION DESCRIPTION
 MB0967
 MB0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0967'2.4 MI NW FROM COITSVILLE.
 MB0967'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 422 FROM ITS INTERSECTION
 MB0967'WITH STATE HIGHWAY 616, THENCE ABOUT 1.4 MILES NORTH ALONG JACOBS
 MB0967'ROAD, AT THE WATSON AIRFIELD, AT THE OLD HANGAR, 5.5 FEET
 MB0967'NORTHWEST OF THE NORTHEAST CORNER OF THE HANGER, 2 FEET NORTH OF
 MB0967'THE NORTH WALL.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0967'POST AND PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0589 ***********************************************************************
 MB0589  DESIGNATION -  G 157
 MB0589  PID         -  MB0589
 MB0589  STATE/COUNTY-  OH/MAHONING
 MB0589  USGS QUAD   -  LAKE MILTON (1979)
 MB0589
 MB0589                         *CURRENT SURVEY CONTROL
 MB0589  ___________________________________________________________________
 MB0589* NAD 83(1986)-  41 02 11.     (N)    080 53 11.     (W)     SCALED    
 MB0589* NAVD 88     -       342.137  (meters)    1122.49   (feet)  ADJUSTED  
 MB0589  ___________________________________________________________________
 MB0589  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB0589  DYNAMIC HT  -         341.979 (meters)    1121.98  (feet)  COMP
 MB0589  MODELED GRAV-     980,154.1   (mgal)                       NAVD 88
 MB0589
 MB0589  VERT ORDER  -  FIRST     CLASS II
 MB0589
 MB0589.The horizontal coordinates were scaled from a topographic map and have
 MB0589.an estimated accuracy of +/- 6 seconds.
 MB0589
 MB0589.The orthometric height was determined by differential leveling
 MB0589.and adjusted by the National Geodetic Survey in June 1991..
 MB0589
 MB0589.The geoid height was determined by GEOID03.
 MB0589
 MB0589.The dynamic height is computed by dividing the NAVD 88
 MB0589.geopotential number by the normal gravity value computed on the
 MB0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0589.degrees latitude (g = 980.6199 gals.).
 MB0589
 MB0589.The modeled gravity was interpolated from observed gravity values.
 MB0589
 MB0589;                    North         East    Units  Estimated Accuracy
 MB0589;SPC OH N     -   153,360.      735,670.      MT  (+/- 180 meters Scaled)
 MB0589
 MB0589                          SUPERSEDED SURVEY CONTROL
 MB0589
 MB0589  NGVD 29 (??/??/92)  342.304  (m)         1123.04   (f) ADJ UNCH    1 2
 MB0589
 MB0589.Superseded values are not recommended for survey control.
 MB0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0589.See file dsdata.txt to determine how the superseded data were derived.
 MB0589
 MB0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF095428(NAD 83)
 MB0589_MARKER: DB = BENCH MARK DISK
 MB0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0589_STAMPING: G 157 1950
 MB0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0589+STABILITY: SURFACE MOTION
 MB0589
 MB0589  HISTORY     - Date     Condition        Report By
 MB0589  HISTORY     - 1950     MONUMENTED       CGS
 MB0589  HISTORY     - 20060319 MARK NOT FOUND   GEOCAC
 MB0589
 MB0589                          STATION DESCRIPTION
 MB0589
 MB0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0589'3.6 MI NE FROM BERLIN CENTER.
 MB0589'ABOUT 3.6 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MB0589'ITS STATION AT BERLIN CENTER, AT THE ELLSWORTH STATION-BAILEYS
 MB0589'CORNER ROAD CROSSING.  IT IS 18.5 FEET SOUTHEAST OF THE SOUTHEAST
 MB0589'RAIL, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 26.5 FEET
 MB0589'NORTHEAST OF THE RAILROAD CROSSING SIGN, 3.5 FEET WEST OF A
 MB0589'WHITE WITNESS POST AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 MB0589'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 MB0589'3 INCHES.  THIS MARK CAN ALSO BE REACHED BY GOING 1.85 MILES
 MB0589'SOUTH ALONG THE ELLSWORTH STATION BAILEYS CORNERS ROAD FROM ITS
 MB0589'JUNCTION WITH THE CANFIELD-PALMYRA ROAD AT ROSEMONT.
 MB0589
 MB0589                          STATION RECOVERY (2006)
 MB0589
 MB0589'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0537 ***********************************************************************
 MB0537  DESIGNATION -  G 158
 MB0537  PID         -  MB0537
 MB0537  STATE/COUNTY-  OH/MAHONING
 MB0537  USGS QUAD   -  CAMPBELL (1979)
 MB0537
 MB0537                         *CURRENT SURVEY CONTROL
 MB0537  ___________________________________________________________________
 MB0537* NAD 83(1986)-  41 04 07.     (N)    080 35 45.     (W)     SCALED    
 MB0537* NAVD 88     -       258.817  (meters)     849.14   (feet)  ADJUSTED  
 MB0537  ___________________________________________________________________
 MB0537  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MB0537  DYNAMIC HT  -         258.697 (meters)     848.74  (feet)  COMP
 MB0537  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 MB0537
 MB0537  VERT ORDER  -  FIRST     CLASS II
 MB0537
 MB0537.The horizontal coordinates were scaled from a topographic map and have
 MB0537.an estimated accuracy of +/- 6 seconds.
 MB0537
 MB0537.The orthometric height was determined by differential leveling
 MB0537.and adjusted by the National Geodetic Survey in June 1991..
 MB0537
 MB0537.The geoid height was determined by GEOID03.
 MB0537
 MB0537.The dynamic height is computed by dividing the NAVD 88
 MB0537.geopotential number by the normal gravity value computed on the
 MB0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0537.degrees latitude (g = 980.6199 gals.).
 MB0537
 MB0537.The modeled gravity was interpolated from observed gravity values.
 MB0537
 MB0537;                    North         East    Units  Estimated Accuracy
 MB0537;SPC OH N     -   157,430.      760,020.      MT  (+/- 180 meters Scaled)
 MB0537
 MB0537                          SUPERSEDED SURVEY CONTROL
 MB0537
 MB0537  NGVD 29 (??/??/92)  258.991  (m)          849.71   (f) ADJ UNCH    1 2
 MB0537
 MB0537.Superseded values are not recommended for survey control.
 MB0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0537.See file dsdata.txt to determine how the superseded data were derived.
 MB0537
 MB0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF339464(NAD 83)
 MB0537_MARKER: DB = BENCH MARK DISK
 MB0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0537_SP_SET: PIER BASE
 MB0537_STAMPING: G 158 1950
 MB0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0537
 MB0537  HISTORY     - Date     Condition        Report By
 MB0537  HISTORY     - 1950     MONUMENTED       CGS
 MB0537
 MB0537                          STATION DESCRIPTION
 MB0537
 MB0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0537'AT CAMPBELL.
 MB0537'IN CAMPBELL, AT THE YOUNGSTOWN SHEET AND TUBE COMPANY BRIDGE
 MB0537'OVER THE TRACKS AND MAHONING RIVER, IN BRIDGE 13 A.  IT IS IN
 MB0537'THE EAST CONCRETE BASE OF THE NORTHEAST PIER, IN THE NORTHEAST
 MB0537'CORNER OF THE CONCRETE OFFSET, 14.7 FEET SOUTHWEST OF THE
 MB0537'SOUTHWEST RAIL AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK
 MB0537'CEMENTED IN A DRILLED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0051 ***********************************************************************
 MD0051  DESIGNATION -  G 16
 MD0051  PID         -  MD0051
 MD0051  STATE/COUNTY-  OH/FULTON
 MD0051  USGS QUAD   -  WAUSEON (1977)
 MD0051
 MD0051                         *CURRENT SURVEY CONTROL
 MD0051  ___________________________________________________________________
 MD0051* NAD 83(1986)-  41 33 31.     (N)    084 08 56.     (W)     SCALED    
 MD0051* NAVD 88     -       234.778  (meters)     770.27   (feet)  ADJUSTED  
 MD0051  ___________________________________________________________________
 MD0051  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 MD0051  DYNAMIC HT  -         234.683 (meters)     769.96  (feet)  COMP
 MD0051  MODELED GRAV-     980,215.2   (mgal)                       NAVD 88
 MD0051
 MD0051  VERT ORDER  -  SECOND    CLASS 0
 MD0051
 MD0051.The horizontal coordinates were scaled from a topographic map and have
 MD0051.an estimated accuracy of +/- 6 seconds.
 MD0051
 MD0051.The orthometric height was determined by differential leveling
 MD0051.and adjusted by the National Geodetic Survey in June 1991..
 MD0051
 MD0051.The geoid height was determined by GEOID03.
 MD0051
 MD0051.The dynamic height is computed by dividing the NAVD 88
 MD0051.geopotential number by the normal gravity value computed on the
 MD0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0051.degrees latitude (g = 980.6199 gals.).
 MD0051
 MD0051.The modeled gravity was interpolated from observed gravity values.
 MD0051
 MD0051;                    North         East    Units  Estimated Accuracy
 MD0051;SPC OH N     -   211,400.      462,460.      MT  (+/- 180 meters Scaled)
 MD0051
 MD0051                          SUPERSEDED SURVEY CONTROL
 MD0051
 MD0051  NGVD 29 (??/??/92)  234.958  (m)          770.86   (f) ADJ UNCH    2 0
 MD0051
 MD0051.Superseded values are not recommended for survey control.
 MD0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0051.See file dsdata.txt to determine how the superseded data were derived.
 MD0051
 MD0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM377046(NAD 83)
 MD0051_MARKER: DB = BENCH MARK DISK
 MD0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0051_STAMPING: G 16 1934
 MD0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0051+STABILITY: SURFACE MOTION
 MD0051
 MD0051  HISTORY     - Date     Condition        Report By
 MD0051  HISTORY     - 1934     MONUMENTED       CGS
 MD0051  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MD0051
 MD0051                          STATION DESCRIPTION
 MD0051
 MD0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0051'AT WAUSEON.
 MD0051'AT WAUSEON, FULTON COUNTY, ON THE DETROIT, TOLEDO AND IRONTON
 MD0051'RAILROAD, AT THE FIRST ROAD CROSSING NORTH OF THE CROSSING OF THE
 MD0051'WABASH RAILWAY, 27 FEET NORTHWEST OF THE CROSSING OF THE WEST
 MD0051'RAIL AND THE CENTERLINE OF THE GRAVEL ROAD, 12 FEET WEST OF THE
 MD0051'WEST RAIL, 11 FEET WEST OF THE CORNER POST OF A WIRE FENCE, AND
 MD0051'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MD0051'STAMPED G 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0051
 MD0051                          STATION RECOVERY (1985)
 MD0051
 MD0051'RECOVERY NOTE BY US POWER SQUADRON 1985
 MD0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1009 ***********************************************************************
 KY1009  DESIGNATION -  G 160
 KY1009  PID         -  KY1009
 KY1009  STATE/COUNTY-  OH/COLUMBIANA
 KY1009  USGS QUAD   -  EAST PALESTINE (1994)
 KY1009
 KY1009                         *CURRENT SURVEY CONTROL
 KY1009  ___________________________________________________________________
 KY1009* NAD 83(1986)-  40 50 08.     (N)    080 32 38.     (W)     SCALED    
 KY1009* NAVD 88     -       310.745  (meters)    1019.50   (feet)  ADJUSTED  
 KY1009  ___________________________________________________________________
 KY1009  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KY1009  DYNAMIC HT  -         310.591 (meters)    1019.00  (feet)  COMP
 KY1009  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 KY1009
 KY1009  VERT ORDER  -  FIRST     CLASS I
 KY1009
 KY1009.The horizontal coordinates were scaled from a topographic map and have
 KY1009.an estimated accuracy of +/- 6 seconds.
 KY1009
 KY1009.The orthometric height was determined by differential leveling
 KY1009.and adjusted by the National Geodetic Survey in June 1991..
 KY1009.WARNING-Repeat measurements at this control monument indicate possible
 KY1009.vertical movement.
 KY1009
 KY1009.The geoid height was determined by GEOID03.
 KY1009
 KY1009.The dynamic height is computed by dividing the NAVD 88
 KY1009.geopotential number by the normal gravity value computed on the
 KY1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1009.degrees latitude (g = 980.6199 gals.).
 KY1009
 KY1009.The modeled gravity was interpolated from observed gravity values.
 KY1009
 KY1009;                    North         East    Units  Estimated Accuracy
 KY1009;SPC OH N     -   131,650.      764,960.      MT  (+/- 180 meters Scaled)
 KY1009
 KY1009                          SUPERSEDED SURVEY CONTROL
 KY1009
 KY1009  NGVD 29 (??/??/92)  310.881  (m)         1019.95   (f) ADJ UNCH    1 1
 KY1009
 KY1009.Superseded values are not recommended for survey control.
 KY1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1009.See file dsdata.txt to determine how the superseded data were derived.
 KY1009
 KY1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF384206(NAD 83)
 KY1009_MARKER: DB = BENCH MARK DISK
 KY1009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1009_SP_SET: PIER BASE
 KY1009_STAMPING: G 160 1950
 KY1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1009
 KY1009  HISTORY     - Date     Condition        Report By
 KY1009  HISTORY     - 1950     MONUMENTED       CGS
 KY1009  HISTORY     - 1966     GOOD             NGS
 KY1009
 KY1009                          STATION DESCRIPTION
 KY1009
 KY1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1009'AT EAST PALESTINE.
 KY1009'AT EAST PALESTINE, ABOUT 0.2 MILE WEST ALONG THE PENNSYLVANIA
 KY1009'RAILROAD FROM THE STATION, ABOUT 0.1 MILE WEST OF MILEPOST P 50,
 KY1009'SET ON THE TOP OF THE NORTHWEST CORNER OF THE WEST BASE FOR THE
 KY1009'SOUTH PIER OF THE WEST STREET OVERPASS OVER TRACKS, 20.7 FEET
 KY1009'SOUTH OF AND ACROSS A SIDE TRACK FROM THE SOUTH RAIL OF THE MAIN
 KY1009'TRACK, IN SECTION 26, R 1 W, T 8 N, 4 FEET ABOVE THE LEVEL OF THE
 KY1009'GROUND AND 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0502 ***********************************************************************
 MB0502  DESIGNATION -  G 162
 MB0502  PID         -  MB0502
 MB0502  STATE/COUNTY-  OH/TRUMBULL
 MB0502  USGS QUAD   -  SOUTHINGTON (1994)
 MB0502
 MB0502                         *CURRENT SURVEY CONTROL
 MB0502  ___________________________________________________________________
 MB0502* NAD 83(1986)-  41 18 22.     (N)    080 54 45.     (W)     SCALED    
 MB0502* NAVD 88     -       285.266  (meters)     935.91   (feet)  ADJUSTED  
 MB0502  ___________________________________________________________________
 MB0502  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB0502  DYNAMIC HT  -         285.146 (meters)     935.52  (feet)  COMP
 MB0502  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 MB0502
 MB0502  VERT ORDER  -  SECOND    CLASS 0
 MB0502
 MB0502.The horizontal coordinates were scaled from a topographic map and have
 MB0502.an estimated accuracy of +/- 6 seconds.
 MB0502
 MB0502.The orthometric height was determined by differential leveling
 MB0502.and adjusted by the National Geodetic Survey in June 1991..
 MB0502
 MB0502.The geoid height was determined by GEOID03.
 MB0502
 MB0502.The dynamic height is computed by dividing the NAVD 88
 MB0502.geopotential number by the normal gravity value computed on the
 MB0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0502.degrees latitude (g = 980.6199 gals.).
 MB0502
 MB0502.The modeled gravity was interpolated from observed gravity values.
 MB0502
 MB0502;                    North         East    Units  Estimated Accuracy
 MB0502;SPC OH N     -   183,270.      732,930.      MT  (+/- 180 meters Scaled)
 MB0502
 MB0502                          SUPERSEDED SURVEY CONTROL
 MB0502
 MB0502  NGVD 29 (??/??/92)  285.434  (m)          936.46   (f) ADJ UNCH    2 0
 MB0502
 MB0502.Superseded values are not recommended for survey control.
 MB0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0502.See file dsdata.txt to determine how the superseded data were derived.
 MB0502
 MB0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF073727(NAD 83)
 MB0502_MARKER: DB = BENCH MARK DISK
 MB0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0502_STAMPING: G 162 1950
 MB0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0502+STABILITY: SURFACE MOTION
 MB0502
 MB0502  HISTORY     - Date     Condition        Report By
 MB0502  HISTORY     - 1950     MONUMENTED       CGS
 MB0502  HISTORY     - 19890101 MARK NOT FOUND   OHDT
 MB0502
 MB0502                          STATION DESCRIPTION
 MB0502
 MB0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0502'1 MI W FROM STATE ROAD.
 MB0502'ABOUT 1 MILE WEST ALONG STATE HIGHWAY 305 FROM THE BALTIMORE
 MB0502'AND OHIO RAILROAD CROSSING AT STATE ROAD, AT A SIDE ROAD LEADING
 MB0502'NORTH.  IT IS 37 FEET NORTH NORTHEAST OF THE CENTERLINE OF THE
 MB0502'HIGHWAY, 77 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD, 34.7
 MB0502'FEET WEST NORTHWEST OF A POLE WITH A TRANSFORMER ON IT, 3 FEET
 MB0502'SOUTHWEST OF A WHITE WOODEN WITNESS POST AND ABOUT 3 FEET
 MB0502'HIGHER THAN THE HIGHWAY.  A STANDARD DISK SET IN THE TOP OF A
 MB0502'CONCRETE POST PROJECTING 3 INCHES.
 MB0502
 MB0502                          STATION RECOVERY (1989)
 MB0502
 MB0502'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 MB0502'------ REPORT BY ODOT ---------1989--------- CONDITION - UNKNOWN ----
 MB0502'NOTE*AREA LOOKS LIKE IT HAS BEEN GRADED OFF.  UNABLE TO RECOVER AFTER
 MB0502'THOROUGH SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0659 ***********************************************************************
 MB0659  DESIGNATION -  G 163
 MB0659  PID         -  MB0659
 MB0659  STATE/COUNTY-  OH/TRUMBULL
 MB0659  USGS QUAD   -  SOUTHINGTON (1994)
 MB0659
 MB0659                         *CURRENT SURVEY CONTROL
 MB0659  ___________________________________________________________________
 MB0659* NAD 83(1986)-  41 19 41.     (N)    080 57 23.     (W)     SCALED    
 MB0659* NAVD 88     -       261.471  (meters)     857.84   (feet)  ADJUSTED  
 MB0659  ___________________________________________________________________
 MB0659  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB0659  DYNAMIC HT  -         261.361 (meters)     857.48  (feet)  COMP
 MB0659  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 MB0659
 MB0659  VERT ORDER  -  SECOND    CLASS 0
 MB0659
 MB0659.The horizontal coordinates were scaled from a topographic map and have
 MB0659.an estimated accuracy of +/- 6 seconds.
 MB0659
 MB0659.The orthometric height was determined by differential leveling
 MB0659.and adjusted by the National Geodetic Survey in June 1991..
 MB0659
 MB0659.The geoid height was determined by GEOID03.
 MB0659
 MB0659.The dynamic height is computed by dividing the NAVD 88
 MB0659.geopotential number by the normal gravity value computed on the
 MB0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0659.degrees latitude (g = 980.6199 gals.).
 MB0659
 MB0659.The modeled gravity was interpolated from observed gravity values.
 MB0659
 MB0659;                    North         East    Units  Estimated Accuracy
 MB0659;SPC OH N     -   185,640.      729,210.      MT  (+/- 180 meters Scaled)
 MB0659
 MB0659                          SUPERSEDED SURVEY CONTROL
 MB0659
 MB0659  NGVD 29 (??/??/92)  261.645  (m)          858.41   (f) ADJ UNCH    2 0
 MB0659
 MB0659.Superseded values are not recommended for survey control.
 MB0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0659.See file dsdata.txt to determine how the superseded data were derived.
 MB0659
 MB0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF036751(NAD 83)
 MB0659_MARKER: DB = BENCH MARK DISK
 MB0659_SETTING: 0 = UNSPECIFIED SETTING
 MB0659_SP_SET: UNSPECIFIED
 MB0659_STAMPING: G 163 1950
 MB0659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0659
 MB0659  HISTORY     - Date     Condition        Report By
 MB0659  HISTORY     - 1950     MONUMENTED       CGS
 MB0659  HISTORY     - 19890101 GOOD             OHDT
 MB0659
 MB0659                          STATION DESCRIPTION
 MB0659
 MB0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0659'1.4 MI N FROM SOUTHINGTON.
 MB0659'ABOUT 1.4 MILES NORTH ALONG STATE ROUTE 534 FROM ITS INTERSECTION
 MB0659'WITH STATE ROUTE 305, AT A T-INTERSECTION WITH A ROAD LEADING
 MB0659'WEST AND ACROSS THE HIGHWAY FROM A SINGLE STORY FARM HOUSE.  IT
 MB0659'IS 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET SOUTH
 MB0659'OF THE CENTERLINE OF THE ROAD, 7 FEET SOUTH OF A POLE, 3 FEET
 MB0659'SOUTH OF A WHITE WITNESS POST AND 2 FEET ABOVE THE HIGHWAY
 MB0659'ELEVATION.
 MB0659
 MB0659                          STATION RECOVERY (1989)
 MB0659
 MB0659'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 MB0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0189 ***********************************************************************
 LA0189  DESIGNATION -  G 165
 LA0189  PID         -  LA0189
 LA0189  STATE/COUNTY-  OH/MIAMI
 LA0189  USGS QUAD   -  PIQUA EAST (1984)
 LA0189
 LA0189                         *CURRENT SURVEY CONTROL
 LA0189  ___________________________________________________________________
 LA0189* NAD 83(1986)-  40 10 44.     (N)    084 12 57.     (W)     SCALED    
 LA0189* NAVD 88     -       286.401  (meters)     939.63   (feet)  ADJUSTED  
 LA0189  ___________________________________________________________________
 LA0189  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LA0189  DYNAMIC HT  -         286.258 (meters)     939.16  (feet)  COMP
 LA0189  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 LA0189
 LA0189  VERT ORDER  -  FIRST     CLASS II
 LA0189
 LA0189.The horizontal coordinates were scaled from a topographic map and have
 LA0189.an estimated accuracy of +/- 6 seconds.
 LA0189
 LA0189.The orthometric height was determined by differential leveling
 LA0189.and adjusted by the National Geodetic Survey in June 1991..
 LA0189
 LA0189.The geoid height was determined by GEOID03.
 LA0189
 LA0189.The dynamic height is computed by dividing the NAVD 88
 LA0189.geopotential number by the normal gravity value computed on the
 LA0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0189.degrees latitude (g = 980.6199 gals.).
 LA0189
 LA0189.The modeled gravity was interpolated from observed gravity values.
 LA0189
 LA0189;                    North         East    Units  Estimated Accuracy
 LA0189;SPC OH S     -   243,290.      453,870.      MT  (+/- 180 meters Scaled)
 LA0189
 LA0189                          SUPERSEDED SURVEY CONTROL
 LA0189
 LA0189  NGVD 29 (??/??/92)  286.590  (m)          940.25   (f) ADJ UNCH    1 2
 LA0189
 LA0189.Superseded values are not recommended for survey control.
 LA0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0189.See file dsdata.txt to determine how the superseded data were derived.
 LA0189
 LA0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK370513(NAD 83)
 LA0189_MARKER: DB = BENCH MARK DISK
 LA0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0189_SP_SET: CONCRETE POST
 LA0189_STAMPING: G 165 1954
 LA0189_MARK LOGO: CGS   
 LA0189_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0189+STABILITY: SURFACE MOTION
 LA0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0189+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 LA0189
 LA0189  HISTORY     - Date     Condition        Report By
 LA0189  HISTORY     - 1954     MONUMENTED       CGS
 LA0189  HISTORY     - 1979     GOOD             DOD
 LA0189  HISTORY     - 19930622 GOOD             NGS
 LA0189
 LA0189                          STATION DESCRIPTION
 LA0189
 LA0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0189'2.4 MI N FROM PIQUA.
 LA0189'ABOUT 2.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0189'FROM THE STATION AT PIQUA, AT THE CROSSING OF SNODGRASS ROAD,
 LA0189'42 FEET WEST OF WEST RAIL, 305 FEET SOUTH-SOUTHWEST OF CENTER
 LA0189'OF CROSSING OF SNODGRASS ROAD, 261 FEET SOUTH-SOUTHWEST OF
 LA0189'CROSSING WARNING SIGN NO. 7414, 98 FEET NORTHWEST AND ACROSS
 LA0189'TRACK FROM TELEPHONE POLE 89/32, 1 FOOT EAST OF A FENCE LINE,
 LA0189'4 1/2 FEET EAST OF POWER POLE NO. 69085 (THE SECOND POWER POLE
 LA0189'SOUTH OF ROAD CROSSING), 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 LA0189'POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 LA0189'CONCRETE POST PROJECTING 3 INCHES.
 LA0189
 LA0189                          STATION RECOVERY (1979)
 LA0189
 LA0189'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 LA0189'RECOVERED IN GOOD CONDITION.
 LA0189
 LA0189                          STATION RECOVERY (1993)
 LA0189
 LA0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0189'15.5 KM (9.65 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA0189'JUNCTION OF STATE HIGHWAY 29 IN SIDNEY (EXIT 93), 78.2 M (256.6 FT)
 LA0189'NORTH OF A RAILROAD TRACK LEADING INTO A LUMBER YARD, 26.7 M (87.6
 LA0189'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 LA0189'14.4 M (47.2 FT) WEST OF THE NEAR RAIL OF THE CHESSIE SYSTEM
 LA0189'RAILROAD, 5.6 M (18.4 FT) NORTH OF A UTILITY POLE, 5.0 M (16.4 FT)
 LA0189'ABOVE THE LEVEL OF THE HIGHWAY, 1.7 M (5.6 FT) EAST OF A FENCE, 1.4 M
 LA0189'(4.6 FT) EAST OF A UTILITY POLE STUB, 0.3 M (1.0 FT) EAST OF A FENCE,
 LA0189'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0146 ***********************************************************************
 LA0146  DESIGNATION -  G 166
 LA0146  PID         -  LA0146
 LA0146  STATE/COUNTY-  OH/SHELBY
 LA0146  USGS QUAD   -  BOTKINS (1984)
 LA0146
 LA0146                         *CURRENT SURVEY CONTROL
 LA0146  ___________________________________________________________________
 LA0146* NAD 83(1986)-  40 27 12.     (N)    084 11 02.     (W)     SCALED    
 LA0146* NAVD 88     -       298.613  (meters)     979.70   (feet)  ADJUSTED  
 LA0146  ___________________________________________________________________
 LA0146  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 LA0146  DYNAMIC HT  -         298.465 (meters)     979.21  (feet)  COMP
 LA0146  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 LA0146
 LA0146  VERT ORDER  -  FIRST     CLASS II
 LA0146
 LA0146.The horizontal coordinates were scaled from a topographic map and have
 LA0146.an estimated accuracy of +/- 6 seconds.
 LA0146
 LA0146.The orthometric height was determined by differential leveling
 LA0146.and adjusted by the National Geodetic Survey in June 1991..
 LA0146
 LA0146.The geoid height was determined by GEOID03.
 LA0146
 LA0146.The dynamic height is computed by dividing the NAVD 88
 LA0146.geopotential number by the normal gravity value computed on the
 LA0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0146.degrees latitude (g = 980.6199 gals.).
 LA0146
 LA0146.The modeled gravity was interpolated from observed gravity values.
 LA0146
 LA0146;                    North         East    Units  Estimated Accuracy
 LA0146;SPC OH N     -    88,740.      457,170.      MT  (+/- 180 meters Scaled)
 LA0146
 LA0146                          SUPERSEDED SURVEY CONTROL
 LA0146
 LA0146  NGVD 29 (??/??/92)  298.791  (m)          980.28   (f) ADJ UNCH    1 2
 LA0146
 LA0146.Superseded values are not recommended for survey control.
 LA0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0146.See file dsdata.txt to determine how the superseded data were derived.
 LA0146
 LA0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK388818(NAD 83)
 LA0146_MARKER: DB = BENCH MARK DISK
 LA0146_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LA0146_SP_SET: BRIDGE ABUTMENT
 LA0146_STAMPING: G 166 1954
 LA0146_MARK LOGO: CGS   
 LA0146_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0146+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0146
 LA0146  HISTORY     - Date     Condition        Report By
 LA0146  HISTORY     - 1954     MONUMENTED       CGS
 LA0146  HISTORY     - 1979     GOOD             LOCENG
 LA0146  HISTORY     - 19930708 GOOD             NGS
 LA0146
 LA0146                          STATION DESCRIPTION
 LA0146
 LA0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0146'1 MI S FROM BOTKINS.
 LA0146'ABOUT 1.0 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0146'FROM THE STATION AT BOTKINS, ABOUT 65 YARDS NORTH OF A GRAVEL
 LA0146'ROAD CROSSING, IN THE TOP OF THE EAST END OF BRIDGE SEAT OF
 LA0146'SOUTH CONCRETE ABUTMENT OF STEEL TRESTLE OVER LORAMIE CREEK,
 LA0146'NEAR TELEPHONE POLE 109/20, 9 FEET EAST OF EAST RAIL AND ABOUT
 LA0146'5 1/2 FEET BELOW LEVEL OF TRACK.
 LA0146
 LA0146                          STATION RECOVERY (1979)
 LA0146
 LA0146'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 LA0146'RECOVERED IN GOOD CONDITION.
 LA0146
 LA0146                          STATION RECOVERY (1993)
 LA0146
 LA0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0146'11.4 M (37.4 FT) SOUTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 LA0146'JUNCTION OF U.S. HIGHWAY 33 IN WAPAKONETA, IN TOP OF AND 1.6 M (5.2
 LA0146'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 LA0146'RAILROAD BRIDGE SPANNING LORAMIE CREEK, 53.6 M (175.9 FT) NORTH OF
 LA0146'THE CENTERLINE OF LOCK-TWO ROAD, 2.4 M (7.9 FT) EAST OF THE NEAR
 LA0146'RAIL, AND 2.0 M (6.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0080 ***********************************************************************
 LA0080  DESIGNATION -  G 167
 LA0080  PID         -  LA0080
 LA0080  STATE/COUNTY-  OH/ALLEN
 LA0080  USGS QUAD   -  LIMA (1983)
 LA0080
 LA0080                         *CURRENT SURVEY CONTROL
 LA0080  ___________________________________________________________________
 LA0080* NAD 83(1986)-  40 41 46.     (N)    084 07 13.     (W)     SCALED    
 LA0080* NAVD 88     -       272.701  (meters)     894.69   (feet)  ADJUSTED  
 LA0080  ___________________________________________________________________
 LA0080  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 LA0080  DYNAMIC HT  -         272.567 (meters)     894.25  (feet)  COMP
 LA0080  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 LA0080
 LA0080  VERT ORDER  -  FIRST     CLASS II
 LA0080
 LA0080.The horizontal coordinates were scaled from a topographic map and have
 LA0080.an estimated accuracy of +/- 6 seconds.
 LA0080
 LA0080.The orthometric height was determined by differential leveling
 LA0080.and adjusted by the National Geodetic Survey in June 1991..
 LA0080
 LA0080.The geoid height was determined by GEOID03.
 LA0080
 LA0080.The dynamic height is computed by dividing the NAVD 88
 LA0080.geopotential number by the normal gravity value computed on the
 LA0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0080.degrees latitude (g = 980.6199 gals.).
 LA0080
 LA0080.The modeled gravity was interpolated from observed gravity values.
 LA0080
 LA0080;                    North         East    Units  Estimated Accuracy
 LA0080;SPC OH N     -   115,590.      463,070.      MT  (+/- 180 meters Scaled)
 LA0080
 LA0080                          SUPERSEDED SURVEY CONTROL
 LA0080
 LA0080  NGVD 29 (??/??/92)  272.873  (m)          895.25   (f) ADJ UNCH    1 2
 LA0080
 LA0080.Superseded values are not recommended for survey control.
 LA0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0080.See file dsdata.txt to determine how the superseded data were derived.
 LA0080
 LA0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL433090(NAD 83)
 LA0080_MARKER: DB = BENCH MARK DISK
 LA0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0080_SP_SET: CONCRETE POST
 LA0080_STAMPING: G 167 1954
 LA0080_MARK LOGO: CGS   
 LA0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0080+STABILITY: SURFACE MOTION
 LA0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0080+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0080
 LA0080  HISTORY     - Date     Condition        Report By
 LA0080  HISTORY     - 1954     MONUMENTED       CGS
 LA0080  HISTORY     - 1961     GOOD             NGS
 LA0080  HISTORY     - 19930708 GOOD             NGS
 LA0080
 LA0080                          STATION DESCRIPTION
 LA0080
 LA0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0080'3.3 MI S FROM LIMA.
 LA0080'ABOUT 3.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0080'THE STATION AT LIMA, 46 FEET EAST OF EAST RAIL OF MAIN TRACK,
 LA0080'24 1/2 FEET NORTHEAST OF TELEPHONE POLE NO. 127/7, 376 FEET
 LA0080'NORTHEAST AND ACROSS TRACK FROM THE NORTHEAST CORNER OF A SIGNAL
 LA0080'BLOCK AT THE JUNCTION OF A SPUR TRACK LEADING SOUTHWEST, 399 FEET
 LA0080'NORTHEAST AND ACROSS TRACK FROM A SWITCH STAND AT NORTH END OF SPUR
 LA0080'TRACK LEADING SOUTHWEST, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 LA0080'POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 LA0080'CONCRETE POST PROJECTING 3 INCHES.
 LA0080
 LA0080                          STATION RECOVERY (1961)
 LA0080
 LA0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LA0080'RECOVERED IN GOOD CONDITION.
 LA0080
 LA0080                          STATION RECOVERY (1993)
 LA0080
 LA0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0080'4.8 KM (3.00 MI) SOUTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 LA0080'JUNCTION OF STATE HIGHWAY 117 IN LIMA, 114.7 M (376.3 FT) NORTHEAST
 LA0080'OF A RAILROAD SIGNAL, 14.1 M (46.3 FT) SOUTHEAST OF THE NEAR RAIL,
 LA0080'7.8 M (25.6 FT) NORTHEAST OF THE 3RD UTILITY POLE NORTH OF A SPUR
 LA0080'TRACK LEADING WEST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, AND
 LA0080'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0029 ***********************************************************************
 LA0029  DESIGNATION -  G 168
 LA0029  PID         -  LA0029
 LA0029  STATE/COUNTY-  OH/ALLEN
 LA0029  USGS QUAD   -  CAIRO (1983)
 LA0029
 LA0029                         *CURRENT SURVEY CONTROL
 LA0029  ___________________________________________________________________
 LA0029* NAD 83(1986)-  40 49 55.     (N)    084 04 52.     (W)     SCALED    
 LA0029* NAVD 88     -       248.216  (meters)     814.36   (feet)  ADJUSTED  
 LA0029  ___________________________________________________________________
 LA0029  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 LA0029  DYNAMIC HT  -         248.095 (meters)     813.96  (feet)  COMP
 LA0029  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 LA0029
 LA0029  VERT ORDER  -  FIRST     CLASS II
 LA0029
 LA0029.The horizontal coordinates were scaled from a topographic map and have
 LA0029.an estimated accuracy of +/- 6 seconds.
 LA0029
 LA0029.The orthometric height was determined by differential leveling
 LA0029.and adjusted by the National Geodetic Survey in June 1991..
 LA0029
 LA0029.The geoid height was determined by GEOID03.
 LA0029
 LA0029.The dynamic height is computed by dividing the NAVD 88
 LA0029.geopotential number by the normal gravity value computed on the
 LA0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0029.degrees latitude (g = 980.6199 gals.).
 LA0029
 LA0029.The modeled gravity was interpolated from observed gravity values.
 LA0029
 LA0029;                    North         East    Units  Estimated Accuracy
 LA0029;SPC OH N     -   130,610.      466,650.      MT  (+/- 180 meters Scaled)
 LA0029
 LA0029                          SUPERSEDED SURVEY CONTROL
 LA0029
 LA0029  NGVD 29 (??/??/92)  248.382  (m)          814.90   (f) ADJ UNCH    1 2
 LA0029
 LA0029.Superseded values are not recommended for survey control.
 LA0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0029.See file dsdata.txt to determine how the superseded data were derived.
 LA0029
 LA0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL461242(NAD 83)
 LA0029_MARKER: DB = BENCH MARK DISK
 LA0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0029_SP_SET: CONCRETE POST
 LA0029_STAMPING: G 168 1954
 LA0029_MARK LOGO: CGS   
 LA0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0029+STABILITY: SURFACE MOTION
 LA0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0029+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0029
 LA0029  HISTORY     - Date     Condition        Report By
 LA0029  HISTORY     - 1954     MONUMENTED       CGS
 LA0029  HISTORY     - 19930708 GOOD             NGS
 LA0029
 LA0029                          STATION DESCRIPTION
 LA0029
 LA0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0029'6.2 MI N FROM LIMA.
 LA0029'ABOUT 6.15 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0029'FROM THE STATION AT LIMA, AT THE CROSSING OF U.S. HIGHWAY 30 N
 LA0029'AT CAIRO, 15 FEET WEST OF WEST RAIL OF WEST TRACK, 28 FEET WEST
 LA0029'OF WEST RAIL OF WEST MAIN TRACK, 68 FEET WEST-SOUTHWEST AND
 LA0029'ACROSS TRACKS FROM TELEPHONE POLE NO. 136/31, 62 FEET NORTH OF
 LA0029'CENTER LINE OF STATE HIGHWAY 30N, 1 FOOT EAST OF A YARD FENCE,
 LA0029'24 FEET SOUTH OF A YARD FENCE CORNER, 115 FEET NORTH AND ACROSS
 LA0029'HIGHWAY FROM THE STATION, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 LA0029'POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 LA0029'CONCRETE POST PROJECTING 3 INCHES.
 LA0029
 LA0029                          STATION RECOVERY (1993)
 LA0029
 LA0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0029'10.7 KM (6.65 MI) NORTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM
 LA0029'THE JUNCTION OF STATE HIGHWAY 117 IN LIMA, 19.1 M (62.7 FT) NORTH OF
 LA0029'THE CENTERLINE OF MAIN STREET, 9.3 M (30.5 FT) NORTH OF A CHAIN-LINK
 LA0029'FENCE CORNER, 8.6 M (28.2 FT) WEST OF THE NEAR RAIL, 0.5 M (1.6 FT)
 LA0029'BELOW THE LEVEL OF THE STREET, 0.5 M (1.6 FT) EAST OF A FENCE, 0.2 M
 LA0029'(0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 LA0029'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0205 ***********************************************************************
 MD0205  DESIGNATION -  G 169
 MD0205  PID         -  MD0205
 MD0205  STATE/COUNTY-  OH/PUTNAM
 MD0205  USGS QUAD   -  OTTAWA (1977)
 MD0205
 MD0205                         *CURRENT SURVEY CONTROL
 MD0205  ___________________________________________________________________
 MD0205* NAD 83(1986)-  41 03 54.     (N)    084 00 32.     (W)     SCALED    
 MD0205* NAVD 88     -       233.405  (meters)     765.76   (feet)  ADJUSTED  
 MD0205  ___________________________________________________________________
 MD0205  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 MD0205  DYNAMIC HT  -         233.293 (meters)     765.40  (feet)  COMP
 MD0205  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 MD0205
 MD0205  VERT ORDER  -  FIRST     CLASS II
 MD0205
 MD0205.The horizontal coordinates were scaled from a topographic map and have
 MD0205.an estimated accuracy of +/- 6 seconds.
 MD0205
 MD0205.The orthometric height was determined by differential leveling
 MD0205.and adjusted by the National Geodetic Survey in June 1991..
 MD0205
 MD0205.The geoid height was determined by GEOID03.
 MD0205
 MD0205.The dynamic height is computed by dividing the NAVD 88
 MD0205.geopotential number by the normal gravity value computed on the
 MD0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0205.degrees latitude (g = 980.6199 gals.).
 MD0205
 MD0205.The modeled gravity was interpolated from observed gravity values.
 MD0205
 MD0205;                    North         East    Units  Estimated Accuracy
 MD0205;SPC OH N     -   156,380.      473,190.      MT  (+/- 180 meters Scaled)
 MD0205
 MD0205                          SUPERSEDED SURVEY CONTROL
 MD0205
 MD0205  NGVD 29 (??/??/92)  233.582  (m)          766.34   (f) ADJ UNCH    1 2
 MD0205
 MD0205.Superseded values are not recommended for survey control.
 MD0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0205.See file dsdata.txt to determine how the superseded data were derived.
 MD0205
 MD0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL513502(NAD 83)
 MD0205_MARKER: DB = BENCH MARK DISK
 MD0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0205_STAMPING: G 169 1954
 MD0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0205+STABILITY: SURFACE MOTION
 MD0205
 MD0205  HISTORY     - Date     Condition        Report By
 MD0205  HISTORY     - 1954     MONUMENTED       CGS
 MD0205
 MD0205                          STATION DESCRIPTION
 MD0205
 MD0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MD0205'3.8 MI NE FROM OTTAWA.
 MD0205'3.8 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MD0205'THE STATION AT OTTAWA, ABOUT 3.15 MILES SOUTHWEST OF THE STATION
 MD0205'AT LEIPSIC, ABOUT 0.2 MILE NORTHEAST OF A NORTH-SOUTH BLACK TOP
 MD0205'ROAD CROSSING, AT AN EAST-WEST BLACK TOP ROAD CROSSING, 25 FEET
 MD0205'SOUTHEAST OF SOUTHEAST RAIL OF THE B. AND O. RR, 51.2 FEET
 MD0205'NORTHWEST OF NORTHWEST RAIL OF THE DETROIT, TOLEDO AND IRONTON
 MD0205'RAILROAD, 55 FEET SOUTH OF CENTER LINE OF BLACK TOP ROAD, 3 1/2
 MD0205'FEET SOUTHWEST OF TELEPHONE POLE NO. 153/24, 2 FEET NORTHEAST
 MD0205'OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF
 MD0205'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0154 ***********************************************************************
 MD0154  DESIGNATION -  G 17
 MD0154  PID         -  MD0154
 MD0154  STATE/COUNTY-  OH/PUTNAM
 MD0154  USGS QUAD   -  HAMLER (1977)
 MD0154
 MD0154                         *CURRENT SURVEY CONTROL
 MD0154  ___________________________________________________________________
 MD0154* NAD 83(1986)-  41 08 12.     (N)    084 00 35.     (W)     SCALED    
 MD0154* NAVD 88     -       227.381  (meters)     746.00   (feet)  ADJUSTED  
 MD0154  ___________________________________________________________________
 MD0154  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MD0154  DYNAMIC HT  -         227.275 (meters)     745.65  (feet)  COMP
 MD0154  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 MD0154
 MD0154  VERT ORDER  -  SECOND    CLASS 0
 MD0154
 MD0154.The horizontal coordinates were scaled from a topographic map and have
 MD0154.an estimated accuracy of +/- 6 seconds.
 MD0154
 MD0154.The orthometric height was determined by differential leveling
 MD0154.and adjusted by the National Geodetic Survey in June 1991..
 MD0154
 MD0154.The geoid height was determined by GEOID03.
 MD0154
 MD0154.The dynamic height is computed by dividing the NAVD 88
 MD0154.geopotential number by the normal gravity value computed on the
 MD0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0154.degrees latitude (g = 980.6199 gals.).
 MD0154
 MD0154.The modeled gravity was interpolated from observed gravity values.
 MD0154
 MD0154;                    North         East    Units  Estimated Accuracy
 MD0154;SPC OH N     -   164,340.      473,260.      MT  (+/- 180 meters Scaled)
 MD0154
 MD0154                          SUPERSEDED SURVEY CONTROL
 MD0154
 MD0154  NGVD 29 (??/??/92)  227.566  (m)          746.61   (f) ADJ UNCH    2 0
 MD0154
 MD0154.Superseded values are not recommended for survey control.
 MD0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0154.See file dsdata.txt to determine how the superseded data were derived.
 MD0154
 MD0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL509582(NAD 83)
 MD0154_MARKER: DB = BENCH MARK DISK
 MD0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0154_STAMPING: G 17 1934
 MD0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0154+STABILITY: SURFACE MOTION
 MD0154
 MD0154  HISTORY     - Date     Condition        Report By
 MD0154  HISTORY     - 1934     MONUMENTED       CGS
 MD0154
 MD0154                          STATION DESCRIPTION
 MD0154
 MD0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0154'2.5 MI N FROM LEIPSIC.
 MD0154'2.5 MILES NORTH ALONG THE DETROIT, TOLEDO AND IRONTON RAILROAD
 MD0154'FROM THE STATION AT LEIPSIC, PUTNAM COUNTY, 35 YARDS NORTH OF
 MD0154'POLE 103/15, 9 YARDS NORTHWEST OF THE CROSSING OF THE WEST RAIL
 MD0154'AND THE CENTERLINE OF A PRIVATE ROAD, 11 YARDS WEST OF THE WEST
 MD0154'RAIL, 1 FOOT EAST OF AN OLD FENCE LINE, AND ABOUT 1-1/2 FEET
 MD0154'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MD0154'G 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0512 ***********************************************************************
 MC0512  DESIGNATION -  G 170
 MC0512  PID         -  MC0512
 MC0512  STATE/COUNTY-  OH/WOOD
 MC0512  USGS QUAD   -  WESTON (1977)
 MC0512
 MC0512                         *CURRENT SURVEY CONTROL
 MC0512  ___________________________________________________________________
 MC0512* NAD 83(1986)-  41 16 56.     (N)    083 50 39.     (W)     SCALED    
 MC0512* NAVD 88     -       211.186  (meters)     692.87   (feet)  ADJUSTED  
 MC0512  ___________________________________________________________________
 MC0512  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC0512  DYNAMIC HT  -         211.091 (meters)     692.55  (feet)  COMP
 MC0512  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 MC0512
 MC0512  VERT ORDER  -  FIRST     CLASS I
 MC0512
 MC0512.The horizontal coordinates were scaled from a topographic map and have
 MC0512.an estimated accuracy of +/- 6 seconds.
 MC0512
 MC0512.The orthometric height was determined by differential leveling
 MC0512.and adjusted by the National Geodetic Survey in June 1991..
 MC0512.WARNING-Repeat measurements at this control monument indicate possible
 MC0512.vertical movement.
 MC0512
 MC0512.The geoid height was determined by GEOID03.
 MC0512
 MC0512.The dynamic height is computed by dividing the NAVD 88
 MC0512.geopotential number by the normal gravity value computed on the
 MC0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0512.degrees latitude (g = 980.6199 gals.).
 MC0512
 MC0512.The modeled gravity was interpolated from observed gravity values.
 MC0512
 MC0512;                    North         East    Units  Estimated Accuracy
 MC0512;SPC OH N     -   180,270.      487,400.      MT  (+/- 180 meters Scaled)
 MC0512
 MC0512                          SUPERSEDED SURVEY CONTROL
 MC0512
 MC0512  NGVD 29 (??/??/92)  211.374  (m)          693.48   (f) ADJ UNCH    1 1
 MC0512
 MC0512.Superseded values are not recommended for survey control.
 MC0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0512.See file dsdata.txt to determine how the superseded data were derived.
 MC0512
 MC0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF618739(NAD 83)
 MC0512_MARKER: DB = BENCH MARK DISK
 MC0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0512_STAMPING: G 170 1954
 MC0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0512+STABILITY: SURFACE MOTION
 MC0512
 MC0512  HISTORY     - Date     Condition        Report By
 MC0512  HISTORY     - 1954     MONUMENTED       CGS
 MC0512  HISTORY     - 1968     GOOD             NGS
 MC0512  HISTORY     - 1984     GOOD             USPSQD
 MC0512
 MC0512                          STATION DESCRIPTION
 MC0512
 MC0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0512'4.9 MI SW FROM WESTON.
 MC0512'ABOUT 4.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0512'FROM THE CROSSING OF SAND RIDGE ROAD AT WESTON, ABOUT 0.2 MILE
 MC0512'SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 281 AT CUSTAR, 124
 MC0512'FEET SOUTH OF THE CENTER OF THE CROSSING OF CUSTAR ROAD AND THE
 MC0512'MAIN TRACK, 32.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 28 1/2
 MC0512'FEET WEST OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET SOUTHWEST OF
 MC0512'MILEPOLE 170-32, IN LINE WITH A ROW OF POLES, 1.1 FEET NORTHEAST
 MC0512'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK
 MC0512'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 MC0512'ABOVE THE LEVEL OF THE GROUND.  SEC 29, T4N, R 9E.
 MC0512
 MC0512                          STATION RECOVERY (1984)
 MC0512
 MC0512'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0476 ***********************************************************************
 MC0476  DESIGNATION -  G 172
 MC0476  PID         -  MC0476
 MC0476  STATE/COUNTY-  OH/SENECA
 MC0476  USGS QUAD   -  BASCOM (1972)
 MC0476
 MC0476                         *CURRENT SURVEY CONTROL
 MC0476  ___________________________________________________________________
 MC0476* NAD 83(1986)-  41 08 46.     (N)    083 22 03.     (W)     SCALED    
 MC0476* NAVD 88     -       233.400  (meters)     765.75   (feet)  ADJUSTED  
 MC0476  ___________________________________________________________________
 MC0476  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 MC0476  DYNAMIC HT  -         233.297 (meters)     765.41  (feet)  COMP
 MC0476  MODELED GRAV-     980,176.7   (mgal)                       NAVD 88
 MC0476
 MC0476  VERT ORDER  -  FIRST     CLASS I
 MC0476
 MC0476.The horizontal coordinates were scaled from a topographic map and have
 MC0476.an estimated accuracy of +/- 6 seconds.
 MC0476
 MC0476.The orthometric height was determined by differential leveling
 MC0476.and adjusted by the National Geodetic Survey in June 1991..
 MC0476
 MC0476.The geoid height was determined by GEOID03.
 MC0476
 MC0476.The dynamic height is computed by dividing the NAVD 88
 MC0476.geopotential number by the normal gravity value computed on the
 MC0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0476.degrees latitude (g = 980.6199 gals.).
 MC0476
 MC0476.The modeled gravity was interpolated from observed gravity values.
 MC0476
 MC0476;                    North         East    Units  Estimated Accuracy
 MC0476;SPC OH N     -   164,650.      527,180.      MT  (+/- 180 meters Scaled)
 MC0476
 MC0476                          SUPERSEDED SURVEY CONTROL
 MC0476
 MC0476  NGVD 29 (01/19/93)  233.589  (m)          766.37   (f) ADJUSTED    1 1
 MC0476
 MC0476.Superseded values are not recommended for survey control.
 MC0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0476.See file dsdata.txt to determine how the superseded data were derived.
 MC0476
 MC0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF013576(NAD 83)
 MC0476_MARKER: DB = BENCH MARK DISK
 MC0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0476_SP_SET: CONCRETE POST
 MC0476_STAMPING: G 172 1954
 MC0476_MARK LOGO: CGS   
 MC0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0476+STABILITY: SURFACE MOTION
 MC0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0476+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0476
 MC0476  HISTORY     - Date     Condition        Report By
 MC0476  HISTORY     - 1954     MONUMENTED       CGS
 MC0476  HISTORY     - 1968     GOOD             NGS
 MC0476  HISTORY     - 19921022 GOOD             NGS
 MC0476
 MC0476                          STATION DESCRIPTION
 MC0476
 MC0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0476'2.5 MI E FROM FOSTORIA.
 MC0476'ABOUT 2.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0476'THE STATION AT FOSTORIA, AT MILEPOLE NO. 34-16, 56 FEET NORTHEAST
 MC0476'OF THE CENTER OF THE CROSSING OF YOCHUM ROAD NO. 47 AND THE
 MC0476'WESTBOUND TRACK, 52.9 FEET NORTH OF THE NORTH RAIL OF THE
 MC0476'WESTBOUND TRACK, 20 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MC0476'2.7 FEET EAST OF THE SOUTH LEG OF A STEEL POWER LINE TOWER, 1.2
 MC0476'FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 MC0476'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 MC0476'INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE 1954 DESCRIPTION
 MC0476'REPORTS THE MARK AS PROJECTING 4 INCHES.
 MC0476
 MC0476                          STATION RECOVERY (1992)
 MC0476
 MC0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0476'4.2 KM (2.60 MI) EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0476'JUNCTION OF U.S. HIGHWAY 23 IN FOSTORIA, 16.2 M (53.1 FT) NORTH OF
 MC0476'THE NEAR RAIL, 6.4 M (21.0 FT) EAST OF THE CENTER OF COUNTY ROAD 47,
 MC0476'1.2 M (3.9 FT) BELOW THE LEVEL OF THE TRACK, 0.9 M (3.0 FT) EAST OF
 MC0476'THE SOUTH LEG OF A HIGH LINE TOWER, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 MC0476'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0453 ***********************************************************************
 MC0453  DESIGNATION -  G 173
 MC0453  PID         -  MC0453
 MC0453  STATE/COUNTY-  OH/SENECA
 MC0453  USGS QUAD   -  TIFFIN NORTH (1977)
 MC0453
 MC0453                         *CURRENT SURVEY CONTROL
 MC0453  ___________________________________________________________________
 MC0453* NAD 83(1986)-  41 07 49.     (N)    083 10 31.     (W)     SCALED    
 MC0453* NAVD 88     -       231.734  (meters)     760.28   (feet)  ADJUSTED  
 MC0453  ___________________________________________________________________
 MC0453  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 MC0453  DYNAMIC HT  -         231.634 (meters)     759.95  (feet)  COMP
 MC0453  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 MC0453
 MC0453  VERT ORDER  -  FIRST     CLASS II
 MC0453
 MC0453.The horizontal coordinates were scaled from a topographic map and have
 MC0453.an estimated accuracy of +/- 6 seconds.
 MC0453
 MC0453.The orthometric height was determined by differential leveling
 MC0453.and adjusted by the National Geodetic Survey in June 1991..
 MC0453
 MC0453.The geoid height was determined by GEOID03.
 MC0453
 MC0453.The dynamic height is computed by dividing the NAVD 88
 MC0453.geopotential number by the normal gravity value computed on the
 MC0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0453.degrees latitude (g = 980.6199 gals.).
 MC0453
 MC0453.The modeled gravity was interpolated from observed gravity values.
 MC0453
 MC0453;                    North         East    Units  Estimated Accuracy
 MC0453;SPC OH N     -   162,750.      543,300.      MT  (+/- 180 meters Scaled)
 MC0453
 MC0453                          SUPERSEDED SURVEY CONTROL
 MC0453
 MC0453  NGVD 29 (??/??/92)  231.91   (m)          760.9    (f) COMPUTED    1 2
 MC0453
 MC0453.Superseded values are not recommended for survey control.
 MC0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0453.See file dsdata.txt to determine how the superseded data were derived.
 MC0453
 MC0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF174555(NAD 83)
 MC0453_MARKER: DB = BENCH MARK DISK
 MC0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0453_SP_SET: BUILDING
 MC0453_STAMPING: G 173 1954
 MC0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0453
 MC0453  HISTORY     - Date     Condition        Report By
 MC0453  HISTORY     - 1954     MONUMENTED       CGS
 MC0453  HISTORY     - 1968     GOOD             NGS
 MC0453
 MC0453                          STATION DESCRIPTION
 MC0453
 MC0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0453'AT TIFFIN.
 MC0453'AT TIFFIN, ABOUT 0.8 MILE NORTH ALONG WASHINGTON STREET FROM THE
 MC0453'COUNTY COURTHOUSE, THENCE 0.35 MILE NORTHEAST ALONG SANDUSKY STREET
 MC0453'(STATE HIGHWAY 53), IN THE NORTH CORNER OF THE JUNCTION OF FOURTH
 MC0453'AVENUE, SET VERTICALLY IN THE NORTHEAST FACE OF THE EAST RED
 MC0453'BRICK CORNER OF THE TIFFIN CHURCH OF THE BRETHREN, 36.8 FEET
 MC0453'NORTHWEST OF THE NORTHWEST CURB OF THE STREET, 0.7 FOOT NORTHWEST
 MC0453'OF THE EAST CORNER OF THE BUILDING, 2.4 FEET ABOVE THE LEVEL OF
 MC0453'THE GROUND AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0222 ***********************************************************************
 MC0222  DESIGNATION -  G 174
 MC0222  PID         -  MC0222
 MC0222  STATE/COUNTY-  OH/HURON
 MC0222  USGS QUAD   -  CENTERTON (1977)
 MC0222
 MC0222                         *CURRENT SURVEY CONTROL
 MC0222  ___________________________________________________________________
 MC0222* NAD 83(1986)-  41 04 01.     (N)    082 45 46.     (W)     SCALED    
 MC0222* NAVD 88     -       277.271  (meters)     909.68   (feet)  ADJUSTED  
 MC0222  ___________________________________________________________________
 MC0222  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 MC0222  DYNAMIC HT  -         277.143 (meters)     909.26  (feet)  COMP
 MC0222  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 MC0222
 MC0222  VERT ORDER  -  FIRST     CLASS I
 MC0222
 MC0222.The horizontal coordinates were scaled from a topographic map and have
 MC0222.an estimated accuracy of +/- 6 seconds.
 MC0222
 MC0222.The orthometric height was determined by differential leveling
 MC0222.and adjusted by the National Geodetic Survey in June 1991..
 MC0222
 MC0222.The geoid height was determined by GEOID03.
 MC0222
 MC0222.The dynamic height is computed by dividing the NAVD 88
 MC0222.geopotential number by the normal gravity value computed on the
 MC0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0222.degrees latitude (g = 980.6199 gals.).
 MC0222
 MC0222.The modeled gravity was interpolated from observed gravity values.
 MC0222
 MC0222;                    North         East    Units  Estimated Accuracy
 MC0222;SPC OH N     -   155,530.      577,920.      MT  (+/- 180 meters Scaled)
 MC0222
 MC0222                          SUPERSEDED SURVEY CONTROL
 MC0222
 MC0222  NGVD 29 (01/19/93)  277.437  (m)          910.22   (f) ADJUSTED    1 1
 MC0222
 MC0222.Superseded values are not recommended for survey control.
 MC0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0222.See file dsdata.txt to determine how the superseded data were derived.
 MC0222
 MC0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF518476(NAD 83)
 MC0222_MARKER: DB = BENCH MARK DISK
 MC0222_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0222_SP_SET: FOOTING
 MC0222_STAMPING: G 174 1954
 MC0222_MARK LOGO: CGS   
 MC0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0222+STABILITY: SURFACE MOTION
 MC0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0222+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0222
 MC0222  HISTORY     - Date     Condition        Report By
 MC0222  HISTORY     - 1954     MONUMENTED       CGS
 MC0222  HISTORY     - 1968     GOOD             NGS
 MC0222  HISTORY     - 1987     GOOD             OHDT
 MC0222  HISTORY     - 19921023 GOOD             NGS
 MC0222
 MC0222                          STATION DESCRIPTION
 MC0222
 MC0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0222'1.9 MI W FROM WILLARD.
 MC0222'ABOUT 1.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0222'THE STATION AT WILLARD, AT MILEPOLE NO. 2-05, IN THE WILLARD
 MC0222'RAILROAD YARD, ABOUT 50 YARDS SOUTHWEST OF THE SOUTHWEST CORNER
 MC0222'OF A METAL BUILDING PAINTED BLUE, SET IN THE TOP OF THE SOUTHEAST
 MC0222'CORNER OF THE 9-FOOT SQUARE CONCRETE BASE TO THE THIRD YARD LIGHT
 MC0222'TOWER EAST OF THE WEST END OF THE YARD, 26.2 FEET SOUTH OF THE
 MC0222'SOUTH RAIL OF THE SOUTH ONE OF TWO TRACKS, 0.7 FOOT SOUTHEAST OF
 MC0222'THE SOUTHEAST LEG OF THE TOWER AND ABOUT 1 FOOT ABOVE THE LEVEL
 MC0222'OF THE TRACKS.
 MC0222
 MC0222                          STATION RECOVERY (1987)
 MC0222
 MC0222'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0222'RECOVERED IN GOOD CONDITION.
 MC0222
 MC0222                          STATION RECOVERY (1992)
 MC0222
 MC0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0222'4.2 KM (2.60 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0222'JUNCTION OF STATE HIGHWAY 99 IN WILLARD, IN TOP OF AND 0.2 M
 MC0222'(0.7 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE FOOTING
 MC0222'FOR THE SOUTHEAST LEG OF THE 3RD LIGHT TOWER EAST OF THE WEST END OF
 MC0222'A RAILROAD YARD, 45.7 M (149.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 MC0222'OF A METAL BUILDING, 4.5 M (14.8 FT) NORTH OF THE NEAR RAIL, AND 0.3
 MC0222'M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0101 ***********************************************************************
 MC0101  DESIGNATION -  G 175
 MC0101  PID         -  MC0101
 MC0101  STATE/COUNTY-  OH/ASHLAND
 MC0101  USGS QUAD   -  NEW LONDON (1977)
 MC0101
 MC0101                         *CURRENT SURVEY CONTROL
 MC0101  ___________________________________________________________________
 MC0101* NAD 83(1986)-  41 03 34.     (N)    082 23 40.     (W)     SCALED    
 MC0101* NAVD 88     -       309.721  (meters)    1016.14   (feet)  ADJUSTED  
 MC0101  ___________________________________________________________________
 MC0101  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 MC0101  DYNAMIC HT  -         309.581 (meters)    1015.68  (feet)  COMP
 MC0101  MODELED GRAV-     980,165.0   (mgal)                       NAVD 88
 MC0101
 MC0101  VERT ORDER  -  FIRST     CLASS II
 MC0101
 MC0101.The horizontal coordinates were scaled from a topographic map and have
 MC0101.an estimated accuracy of +/- 6 seconds.
 MC0101
 MC0101.The orthometric height was determined by differential leveling
 MC0101.and adjusted by the National Geodetic Survey in June 1991..
 MC0101
 MC0101.The geoid height was determined by GEOID03.
 MC0101
 MC0101.The dynamic height is computed by dividing the NAVD 88
 MC0101.geopotential number by the normal gravity value computed on the
 MC0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0101.degrees latitude (g = 980.6199 gals.).
 MC0101
 MC0101.The modeled gravity was interpolated from observed gravity values.
 MC0101
 MC0101;                    North         East    Units  Estimated Accuracy
 MC0101;SPC OH N     -   154,670.      608,870.      MT  (+/- 180 meters Scaled)
 MC0101
 MC0101                          SUPERSEDED SURVEY CONTROL
 MC0101
 MC0101  NGVD 29 (??/??/92)  309.89   (m)         1016.7    (f) COMPUTED    1 2
 MC0101
 MC0101.Superseded values are not recommended for survey control.
 MC0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0101.See file dsdata.txt to determine how the superseded data were derived.
 MC0101
 MC0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF828462(NAD 83)
 MC0101_MARKER: DB = BENCH MARK DISK
 MC0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0101_STAMPING: G 175 1954
 MC0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0101+STABILITY: SURFACE MOTION
 MC0101
 MC0101  HISTORY     - Date     Condition        Report By
 MC0101  HISTORY     - 1954     MONUMENTED       CGS
 MC0101
 MC0101                          STATION DESCRIPTION
 MC0101
 MC0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MC0101'6.6 MI E FROM GREENWICH.
 MC0101'ABOUT 6.55 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0101'THE STATION AT GREENWICH, AT THE CROSSING OF STATE HIGHWAY 60
 MC0101'AT HEREFORD, 46 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, SOUTH
 MC0101'AND ACROSS TRACK FROM TELEPHONE POLE NO. 186/16, 98 FEET EAST
 MC0101'OF CENTER LINE OF HIGHWAY, 59 FEET WEST OF A FENCE CORNER, 5 FEET
 MC0101'NORTHWEST OF NORTHWEST CORNER OF A STONE WELL COVER, 2 FEET NORTH
 MC0101'OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW LEVEL OF TRACK
 MC0101'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MC0101'NOTE-- MARK IS ABOUT 2 MILES SOUTH ALONG STATE HIGHWAY 60 FROM
 MC0101'NEW LONDON, ASHLAND COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0102 ***********************************************************************
 MC0102  DESIGNATION -  G 175 RESET
 MC0102  PID         -  MC0102
 MC0102  STATE/COUNTY-  OH/ASHLAND
 MC0102  USGS QUAD   -  NEW LONDON (1977)
 MC0102
 MC0102                         *CURRENT SURVEY CONTROL
 MC0102  ___________________________________________________________________
 MC0102* NAD 83(1986)-  41 03 32.     (N)    082 23 27.     (W)     SCALED    
 MC0102* NAVD 88     -       311.608  (meters)    1022.33   (feet)  ADJUSTED  
 MC0102  ___________________________________________________________________
 MC0102  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 MC0102  DYNAMIC HT  -         311.468 (meters)    1021.87  (feet)  COMP
 MC0102  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 MC0102
 MC0102  VERT ORDER  -  FIRST     CLASS I
 MC0102
 MC0102.The horizontal coordinates were scaled from a topographic map and have
 MC0102.an estimated accuracy of +/- 6 seconds.
 MC0102
 MC0102.The orthometric height was determined by differential leveling
 MC0102.and adjusted by the National Geodetic Survey in June 1991..
 MC0102
 MC0102.The geoid height was determined by GEOID03.
 MC0102
 MC0102.The dynamic height is computed by dividing the NAVD 88
 MC0102.geopotential number by the normal gravity value computed on the
 MC0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0102.degrees latitude (g = 980.6199 gals.).
 MC0102
 MC0102.The modeled gravity was interpolated from observed gravity values.
 MC0102
 MC0102;                    North         East    Units  Estimated Accuracy
 MC0102;SPC OH N     -   154,610.      609,180.      MT  (+/- 180 meters Scaled)
 MC0102
 MC0102                          SUPERSEDED SURVEY CONTROL
 MC0102
 MC0102  NGVD 29 (??/??/92)  311.784  (m)         1022.91   (f) ADJ UNCH    1 1
 MC0102
 MC0102.Superseded values are not recommended for survey control.
 MC0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0102.See file dsdata.txt to determine how the superseded data were derived.
 MC0102
 MC0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF831462(NAD 83)
 MC0102_MARKER: DB = BENCH MARK DISK
 MC0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0102_STAMPING: G 175 RESET 1956
 MC0102_MARK LOGO: CGS   
 MC0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0102+STABILITY: SURFACE MOTION
 MC0102
 MC0102  HISTORY     - Date     Condition        Report By
 MC0102  HISTORY     - 1956     MONUMENTED       CGS
 MC0102  HISTORY     - 1967     GOOD             NGS
 MC0102  HISTORY     - 1987     GOOD             OHDT
 MC0102
 MC0102                          STATION DESCRIPTION
 MC0102
 MC0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0102'4.9 MI NW FROM NOVA.
 MC0102'ABOUT 4.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0102'FROM THE CROSSING OF STATE HIGHWAY 511 AT NOVA, ABOUT 0.2 MILE
 MC0102'SOUTHEAST OF THE STATE HIGHWAY 60 OVERPASS OVER THE TRACK, 101 1/2
 MC0102'FEET SOUTH OF AND ACROSS THE TRACK FROM MILEPOLE 185-40, 44.2 FEET
 MC0102'SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND TRACK, 25.7
 MC0102'FEET WEST OF THE WEST CORNER OF A CONCRETE SLAB, 2 FEET NORTHEAST
 MC0102'OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT SOUTHEAST OF A METAL
 MC0102'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 MC0102'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MC0102
 MC0102                          STATION RECOVERY (1987)
 MC0102
 MC0102'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0248 ***********************************************************************
 MC0248  DESIGNATION -  G 176
 MC0248  PID         -  MC0248
 MC0248  STATE/COUNTY-  OH/HURON
 MC0248  USGS QUAD   -  WILLARD (1972)
 MC0248
 MC0248                         *CURRENT SURVEY CONTROL
 MC0248  ___________________________________________________________________
 MC0248* NAD 83(1986)-  41 01 17.     (N)    082 41 04.     (W)     SCALED    
 MC0248* NAVD 88     -       285.139  (meters)     935.49   (feet)  ADJUSTED  
 MC0248  ___________________________________________________________________
 MC0248  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 MC0248  DYNAMIC HT  -         285.006 (meters)     935.06  (feet)  COMP
 MC0248  MODELED GRAV-     980,152.4   (mgal)                       NAVD 88
 MC0248
 MC0248  VERT ORDER  -  FIRST     CLASS I
 MC0248
 MC0248.The horizontal coordinates were scaled from a topographic map and have
 MC0248.an estimated accuracy of +/- 6 seconds.
 MC0248
 MC0248.The orthometric height was determined by differential leveling
 MC0248.and adjusted by the National Geodetic Survey in June 1991..
 MC0248
 MC0248.The geoid height was determined by GEOID03.
 MC0248
 MC0248.The dynamic height is computed by dividing the NAVD 88
 MC0248.geopotential number by the normal gravity value computed on the
 MC0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0248.degrees latitude (g = 980.6199 gals.).
 MC0248
 MC0248.The modeled gravity was interpolated from observed gravity values.
 MC0248
 MC0248;                    North         East    Units  Estimated Accuracy
 MC0248;SPC OH N     -   150,450.      584,490.      MT  (+/- 180 meters Scaled)
 MC0248
 MC0248                          SUPERSEDED SURVEY CONTROL
 MC0248
 MC0248  NGVD 29 (??/??/92)  285.303  (m)          936.03   (f) ADJ UNCH    1 1
 MC0248
 MC0248.Superseded values are not recommended for survey control.
 MC0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0248.See file dsdata.txt to determine how the superseded data were derived.
 MC0248
 MC0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF583424(NAD 83)
 MC0248_MARKER: DB = BENCH MARK DISK
 MC0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0248_STAMPING: G 176 1954
 MC0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0248+STABILITY: SURFACE MOTION
 MC0248
 MC0248  HISTORY     - Date     Condition        Report By
 MC0248  HISTORY     - 1954     MONUMENTED       CGS
 MC0248  HISTORY     - 1967     GOOD             NGS
 MC0248  HISTORY     - 1987     GOOD             OHDT
 MC0248
 MC0248                          STATION DESCRIPTION
 MC0248
 MC0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0248'1.9 MI NW FROM PLYMOUTH.
 MC0248'ABOUT 1.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0248'FROM THE WEST BROADWAY OVERPASS AT PLYMOUTH, ABOUT 3.5 MILES
 MC0248'SOUTHEAST OF THE STATION AT WILLARD, ABOUT 0.2 MILE SOUTHEAST
 MC0248'OF THE CROSSING OF STATE HIGHWAY 598, 78 1/2 FEET EAST OF AND
 MC0248'ACROSS THE TRACK FROM POWER LINE POLE 572-1, 25.9 FEET SOUTHEAST
 MC0248'OF THE SOUTHEAST RAIL, 30 1/2 FEET WEST OF A NORTH-SOUTH FENCE
 MC0248'LINE, 8 FEET NORTHWEST OF MILEPOST 83-23, 1.1 FEET SOUTHEAST OF A
 MC0248'METAL WITNESS POST, 5 FEET BELOW THE LEVEL OF THE TRACK AND SET
 MC0248'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 MC0248'OF THE GROUND.
 MC0248
 MC0248                          STATION RECOVERY (1987)
 MC0248
 MC0248'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1719 ***********************************************************************
 KY1719  DESIGNATION -  G 177
 KY1719  PID         -  KY1719
 KY1719  STATE/COUNTY-  OH/WAYNE
 KY1719  USGS QUAD   -  RITTMAN (1994)
 KY1719
 KY1719                         *CURRENT SURVEY CONTROL
 KY1719  ___________________________________________________________________
 KY1719* NAD 83(1986)-  40 57 59.     (N)    081 47 03.     (W)     SCALED    
 KY1719* NAVD 88     -       292.722  (meters)     960.37   (feet)  ADJUSTED  
 KY1719  ___________________________________________________________________
 KY1719  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KY1719  DYNAMIC HT  -         292.594 (meters)     959.95  (feet)  COMP
 KY1719  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 KY1719
 KY1719  VERT ORDER  -  FIRST     CLASS I
 KY1719
 KY1719.The horizontal coordinates were scaled from a topographic map and have
 KY1719.an estimated accuracy of +/- 6 seconds.
 KY1719
 KY1719.The orthometric height was determined by differential leveling
 KY1719.and adjusted by the National Geodetic Survey in June 1991..
 KY1719.WARNING-Repeat measurements at this control monument indicate possible
 KY1719.vertical movement.
 KY1719
 KY1719.The geoid height was determined by GEOID03.
 KY1719
 KY1719.The dynamic height is computed by dividing the NAVD 88
 KY1719.geopotential number by the normal gravity value computed on the
 KY1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1719.degrees latitude (g = 980.6199 gals.).
 KY1719
 KY1719.The modeled gravity was interpolated from observed gravity values.
 KY1719
 KY1719;                    North         East    Units  Estimated Accuracy
 KY1719;SPC OH N     -   144,580.      660,250.      MT  (+/- 180 meters Scaled)
 KY1719
 KY1719                          SUPERSEDED SURVEY CONTROL
 KY1719
 KY1719  NGVD 29 (??/??/92)  292.928  (m)          961.05   (f) ADJ UNCH    1 1
 KY1719
 KY1719.Superseded values are not recommended for survey control.
 KY1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1719.See file dsdata.txt to determine how the superseded data were derived.
 KY1719
 KY1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF340353(NAD 83)
 KY1719_MARKER: DB = BENCH MARK DISK
 KY1719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1719_SP_SET: BUILDING FOUNDATION
 KY1719_STAMPING: G 177 1954
 KY1719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1719
 KY1719  HISTORY     - Date     Condition        Report By
 KY1719  HISTORY     - 1954     MONUMENTED       CGS
 KY1719  HISTORY     - 1967     GOOD             NGS
 KY1719  HISTORY     - 1971     GOOD             OHDT
 KY1719  HISTORY     - 1987     GOOD             OHDT
 KY1719
 KY1719                          STATION DESCRIPTION
 KY1719
 KY1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1719'AT RITTMAN.
 KY1719'AT RITTMAN, 0.15 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1719'FROM THE STATION, IN SECTION 11, R 12 W, T 18 N, NEAR MILEPOLE
 KY1719'152-4, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOUNDATION
 KY1719'OF A LONG ONE-STORY CONCRETE BLOCK BUILDING, 54.6 FEET NORTH OF
 KY1719'THE NORTH RAIL OF THE WESTBOUND TRACK, 3.4 FEET EAST OF THE
 KY1719'SOUTHWEST CORNER OF THE BUILDING, 1.2 FEET ABOVE THE LEVEL
 KY1719'OF THE GROUND AND ABOUT LEVEL WITH THE TRACKS.  NOTE-- CHANGED
 KY1719'ELEVATION.
 KY1719
 KY1719                          STATION RECOVERY (1971)
 KY1719
 KY1719'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1719'RECOVERED IN GOOD CONDITION.
 KY1719
 KY1719                          STATION RECOVERY (1987)
 KY1719
 KY1719'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1230 ***********************************************************************
 MB1230  DESIGNATION -  G 178
 MB1230  PID         -  MB1230
 MB1230  STATE/COUNTY-  OH/SUMMIT
 MB1230  USGS QUAD   -  AKRON EAST (1964)
 MB1230
 MB1230                         *CURRENT SURVEY CONTROL
 MB1230  ___________________________________________________________________
 MB1230* NAD 83(1986)-  41 02 32.     (N)    081 27 47.     (W)     SCALED    
 MB1230* NAVD 88     -       318.672  (meters)    1045.51   (feet)  ADJUSTED  
 MB1230  ___________________________________________________________________
 MB1230  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MB1230  DYNAMIC HT  -         318.531 (meters)    1045.05  (feet)  COMP
 MB1230  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 MB1230
 MB1230  VERT ORDER  -  FIRST     CLASS II
 MB1230
 MB1230.This mark is at Fulton Intl Airport (AKR)
 MB1230
 MB1230.The horizontal coordinates were scaled from a topographic map and have
 MB1230.an estimated accuracy of +/- 6 seconds.
 MB1230
 MB1230.The orthometric height was determined by differential leveling
 MB1230.and adjusted by the National Geodetic Survey in June 1991..
 MB1230.WARNING-Repeat measurements at this control monument indicate possible
 MB1230.vertical movement.
 MB1230
 MB1230.The geoid height was determined by GEOID03.
 MB1230
 MB1230.The dynamic height is computed by dividing the NAVD 88
 MB1230.geopotential number by the normal gravity value computed on the
 MB1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1230.degrees latitude (g = 980.6199 gals.).
 MB1230
 MB1230.The modeled gravity was interpolated from observed gravity values.
 MB1230
 MB1230;                    North         East    Units  Estimated Accuracy
 MB1230;SPC OH N     -   153,270.      687,180.      MT  (+/- 180 meters Scaled)
 MB1230
 MB1230                          SUPERSEDED SURVEY CONTROL
 MB1230
 MB1230  NGVD 29 (??/??/92)  318.865  (m)         1046.14   (f) ADJ UNCH    1 2
 MB1230
 MB1230.Superseded values are not recommended for survey control.
 MB1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1230.See file dsdata.txt to determine how the superseded data were derived.
 MB1230
 MB1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF610435(NAD 83)
 MB1230_MARKER: DB = BENCH MARK DISK
 MB1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1230_SP_SET: WALL
 MB1230_STAMPING: G 178 1954
 MB1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1230
 MB1230  HISTORY     - Date     Condition        Report By
 MB1230  HISTORY     - 1954     MONUMENTED       CGS
 MB1230  HISTORY     - 1964     GOOD             NGS
 MB1230  HISTORY     - 1971     GOOD             NGS
 MB1230  HISTORY     - 1980     GOOD             LOCSUR
 MB1230  HISTORY     - 1989     GOOD             USPSQD
 MB1230
 MB1230                          STATION DESCRIPTION
 MB1230
 MB1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MB1230'AT AKRON.
 MB1230'AT AKRON AIRPORT, SET IN THE TOP OF NORTH EDGE OF CONCRETE WALL
 MB1230'OF CIRCULAR GRILL COVERED VENTILATOR SHAFT OF THE WEST ONE OF
 MB1230'FOUR BASEMENT WINDOWS ON NORTH SIDE OF ADMINISTRATION BUILDING,
 MB1230'3-1/4 FEET NORTH OF NORTH FACE OF BUILDING, 61 FEET EAST OF
 MB1230'NORTHWEST CORNER OF BUILDING AND 0.2 FOOT ABOVE LEVEL OF SIDEWALK.
 MB1230
 MB1230                          STATION RECOVERY (1971)
 MB1230
 MB1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MB1230'RECOVERED IN GOOD CONDITION.
 MB1230
 MB1230                          STATION RECOVERY (1980)
 MB1230
 MB1230'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MB1230'RECOVERED IN GOOD CONDITION.
 MB1230
 MB1230                          STATION RECOVERY (1989)
 MB1230
 MB1230'RECOVERY NOTE BY US POWER SQUADRON 1989 (KM)
 MB1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1302 ***********************************************************************
 MB1302  DESIGNATION -  G 179
 MB1302  PID         -  MB1302
 MB1302  STATE/COUNTY-  OH/SUMMIT
 MB1302  USGS QUAD   -  AKRON WEST (1994)
 MB1302
 MB1302                         *CURRENT SURVEY CONTROL
 MB1302  ___________________________________________________________________
 MB1302* NAD 83(1986)-  41 00 46.     (N)    081 36 17.     (W)     SCALED    
 MB1302* NAVD 88     -       295.059  (meters)     968.04   (feet)  ADJUSTED  
 MB1302  ___________________________________________________________________
 MB1302  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MB1302  DYNAMIC HT  -         294.928 (meters)     967.61  (feet)  COMP
 MB1302  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 MB1302
 MB1302  VERT ORDER  -  FIRST     CLASS II
 MB1302
 MB1302.The horizontal coordinates were scaled from a topographic map and have
 MB1302.an estimated accuracy of +/- 6 seconds.
 MB1302
 MB1302.The orthometric height was determined by differential leveling
 MB1302.and adjusted by the National Geodetic Survey in June 1991..
 MB1302
 MB1302.The geoid height was determined by GEOID03.
 MB1302
 MB1302.The dynamic height is computed by dividing the NAVD 88
 MB1302.geopotential number by the normal gravity value computed on the
 MB1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1302.degrees latitude (g = 980.6199 gals.).
 MB1302
 MB1302.The modeled gravity was interpolated from observed gravity values.
 MB1302
 MB1302;                    North         East    Units  Estimated Accuracy
 MB1302;SPC OH N     -   149,870.      675,300.      MT  (+/- 180 meters Scaled)
 MB1302
 MB1302                          SUPERSEDED SURVEY CONTROL
 MB1302
 MB1302  NGVD 29 (??/??/92)  295.265  (m)          968.72   (f) ADJ UNCH    1 2
 MB1302
 MB1302.Superseded values are not recommended for survey control.
 MB1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1302.See file dsdata.txt to determine how the superseded data were derived.
 MB1302
 MB1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF491403(NAD 83)
 MB1302_MARKER: DB = BENCH MARK DISK
 MB1302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1302_SP_SET: PIER
 MB1302_STAMPING: G 179 1954
 MB1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1302
 MB1302  HISTORY     - Date     Condition        Report By
 MB1302  HISTORY     - 1954     MONUMENTED       CGS
 MB1302  HISTORY     - 1983     MARK NOT FOUND   NGS
 MB1302
 MB1302                          STATION DESCRIPTION
 MB1302
 MB1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MB1302'AT BARBERTON.
 MB1302'AT BARBERTON, ABOUT 0.1 MILE NORTH ALONG THE BALTIMORE AND OHIO
 MB1302'RAILROAD FROM THE STATION, AT THE OVERPASS OF TUSCARAWAW AVENUE
 MB1302'OVER THE TRACKS, IN THE TOP OF THE SOUTHEAST CORNER OF AN
 MB1302'OUTCROPPING LEDGE OF THE FIRST PIER WEST OF THE MAIN TRACK,
 MB1302'44 1/2 FEET WEST OF WEST RAIL OF MAIN WEST TRACK, 0.8 FOOT
 MB1302'SOUTHEAST OF SOUTHEAST CORNER OF PIER, ABOUT 1/2 FOOT BELOW LEVEL
 MB1302'OF TRACK AND ABOUT 3 INCHES ABOVE GROUND.
 MB1302
 MB1302                          STATION RECOVERY (1983)
 MB1302
 MB1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0747 ***********************************************************************
 MC0747  DESIGNATION -  G 18
 MC0747  PID         -  MC0747
 MC0747  STATE/COUNTY-  OH/LUCAS
 MC0747  USGS QUAD   -  WHITEHOUSE (1980)
 MC0747
 MC0747                         *CURRENT SURVEY CONTROL
 MC0747  ___________________________________________________________________
 MC0747* NAD 83(1995)-  41 35 45.16617(N)    083 50 40.66434(W)     ADJUSTED  
 MC0747* NAVD 88     -       204.520  (meters)     671.00   (feet)  ADJUSTED  
 MC0747  ___________________________________________________________________
 MC0747  X           -     512,218.102 (meters)                     COMP
 MC0747  Y           -  -4,749,501.165 (meters)                     COMP
 MC0747  Z           -   4,212,254.178 (meters)                     COMP
 MC0747  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 MC0747  ELLIP HEIGHT-         169.22  (meters)          (10/07/05) GPS OBS
 MC0747  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC0747  DYNAMIC HT  -         204.437 (meters)     670.72  (feet)  COMP
 MC0747  MODELED GRAV-     980,214.2   (mgal)                       NAVD 88
 MC0747
 MC0747  HORZ ORDER  -  FIRST
 MC0747  VERT ORDER  -  SECOND    CLASS 0
 MC0747  ELLP ORDER  -  FOURTH    CLASS I
 MC0747
 MC0747.The horizontal coordinates were established by GPS observations
 MC0747.and adjusted by the National Geodetic Survey in April 1998..
 MC0747
 MC0747.The orthometric height was determined by differential leveling
 MC0747.and adjusted by the National Geodetic Survey in June 1991..
 MC0747.WARNING-Repeat measurements at this control monument indicate possible
 MC0747.vertical movement.
 MC0747
 MC0747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC0747
 MC0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0747
 MC0747.The ellipsoidal height was determined by GPS observations
 MC0747.and is referenced to NAD 83.
 MC0747
 MC0747.The geoid height was determined by GEOID03.
 MC0747
 MC0747.The dynamic height is computed by dividing the NAVD 88
 MC0747.geopotential number by the normal gravity value computed on the
 MC0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0747.degrees latitude (g = 980.6199 gals.).
 MC0747
 MC0747.The modeled gravity was interpolated from observed gravity values.
 MC0747
 MC0747;                    North         East     Units Scale Factor Converg.
 MC0747;SPC OH N     -   215,100.231   487,900.888   MT  0.99998158   -0 53 00.1
 MC0747;UTM  17      - 4,608,817.597   262,918.180   MT  1.00029175   -1 53 21.7
 MC0747
 MC0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0747!SPC OH N     -   0.99997346  x   0.99998158  =   0.99995504
 MC0747!UTM  17      -   0.99997346  x   1.00029175  =   1.00026520
 MC0747
 MC0747                          SUPERSEDED SURVEY CONTROL
 MC0747
 MC0747  ELLIP H (04/01/98)  169.27   (m)                       GP(       ) 4 1
 MC0747  NAD 83(1995)-  41 35 45.16609(N)    083 50 40.66421(W) AD(       ) 1
 MC0747  NAD 83(1986)-  41 35 45.17609(N)    083 50 40.67734(W) AD(       ) 1
 MC0747  NAVD 88 (07/11/96)  204.52   (m)          671.0    (f) LEVELING    3  
 MC0747  NGVD 29 (??/??/92)  204.710  (m)          671.62   (f) ADJ UNCH    2 0
 MC0747
 MC0747.Superseded values are not recommended for survey control.
 MC0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0747.See file dsdata.txt to determine how the superseded data were derived.
 MC0747
 MC0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6291808818(NAD 83)
 MC0747_MARKER: DB = BENCH MARK DISK
 MC0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0747_SP_SET: CONCRETE POST
 MC0747_STAMPING: G 18 1934
 MC0747_MARK LOGO: CGS   
 MC0747_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0747+STABILITY: SURFACE MOTION
 MC0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0747+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1996
 MC0747
 MC0747  HISTORY     - Date     Condition        Report By
 MC0747  HISTORY     - 1934     MONUMENTED       CGS
 MC0747  HISTORY     - 1955     GOOD             NGS
 MC0747  HISTORY     - 19921204 GOOD             PLSO
 MC0747  HISTORY     - 19930115 GOOD
 MC0747  HISTORY     - 19960130 GOOD             WOOLPT
 MC0747
 MC0747                          STATION DESCRIPTION
 MC0747
 MC0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MC0747'2.4 MI E FROM SWANTON.
 MC0747'IN LUCAS COUNTY, 2.4 MILES EAST ALONG THE NEW YORK CENTRAL
 MC0747'RAILROAD FROM THE STATION AT SWANTON, FULTON COUNTY, AT A
 MC0747'ROAD CROSSING, 40 FEET WEST OF THE CENTERLINE OF WILKINS ROAD,
 MC0747'34.7 FEET SOUTH OF THE SOUTH RAIL, 5.4 FEET NORTH OF A WIRE
 MC0747'FENCE, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 MC0747'DISK, STAMPED G 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MC0747
 MC0747                          STATION RECOVERY (1992)
 MC0747
 MC0747'RECOVERY NOTE BY LAND SURV OF OH 1992
 MC0747'THE STATION IS LOCATED IN LUCAS COUNTY ABOUT 10 KM (6.20 MI)
 MC0747'NORTH-NORTHWEST OF WHITEHOUSE, 4 KM (2.50 MI) EAST-NORTHEAST OF
 MC0747'SWANTON, 0.5 KM (0.30 MI) SOUTH OF THE OHIO TURNPIKE, AND IN THE
 MC0747'SOUTHWEST ANGLE OF THE JUNCTION OF WILKINS ROAD AND THE RAILROAD
 MC0747'(CONRAIL).
 MC0747'TO REACH FROM THE JUNCTION OF US HIGHWAY ALTERNATE 20 AND STATE ROUTE
 MC0747'64, 1.5 KM (0.95 MI) EAST OF SWANTON, GO EAST ON HIGHWAY 20 FOR 2.5
 MC0747'KM (1.55 MI) TO A ROAD LEFT, TURN LEFT AND GO NORTH FOR 1.3 KM
 MC0747'(0.80 MI) ON WILKINS ROAD TO A RAILROAD CROSSING AND THE STATION ON
 MC0747'THE LEFT.
 MC0747'THE DISK IS SET IN A 0.10 M (0.33 FT) SQUARE CONCRETE POST RECESSED
 MC0747'0.15 M (0.49 FT) , 12.2 M (40.0 FT) WEST OF THE CENTER OF WILKINS
 MC0747'ROAD, 5.2 M (17.1 FT) WEST NORTHWEST OF A UTILITY POLE WITH ONE
 MC0747'CROSSBAR, 4.6 M (15.1 FT) SOUTH OF THE SOUTH SIDE OF A METAL UTILITY
 MC0747'BUILDING 1.8 M (5.9 FT) TALL, 1.3 M (4.3 FT) SOUTH OF THE BASE OF A
 MC0747'1.0 M (3.3 FT) HIGH RETAINING WALL, 1.6 M (5.2 FT) NORTH OF A WIRE
 MC0747'FENCE, 1.4 M (4.6 FT) SOUTHWEST OF A UTILITY POLE WITH THREE
 MC0747'CROSSBARS, 0.15 M (0.49 FT) EAST OF A FIBERGLASS WITNESS POST, AND
 MC0747'1.0 M (3.3 FT) BELOW THE TRACKS.
 MC0747
 MC0747                          STATION RECOVERY (1993)
 MC0747
 MC0747'RECOVERED 1993
 MC0747'RECOVERED IN GOOD CONDITION.
 MC0747
 MC0747                          STATION RECOVERY (1996)
 MC0747
 MC0747'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BS)
 MC0747'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1554 ***********************************************************************
 KY1554  DESIGNATION -  G 180
 KY1554  PID         -  KY1554
 KY1554  STATE/COUNTY-  OH/TUSCARAWAS
 KY1554  USGS QUAD   -  NEWCOMERSTOWN (1994)
 KY1554
 KY1554                         *CURRENT SURVEY CONTROL
 KY1554  ___________________________________________________________________
 KY1554* NAD 83(1986)-  40 19 39.     (N)    081 30 58.     (W)     SCALED    
 KY1554* NAVD 88     -       250.019  (meters)     820.27   (feet)  ADJUSTED  
 KY1554  ___________________________________________________________________
 KY1554  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KY1554  DYNAMIC HT  -         249.892 (meters)     819.85  (feet)  COMP
 KY1554  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 KY1554
 KY1554  VERT ORDER  -  FIRST     CLASS II
 KY1554
 KY1554.The horizontal coordinates were scaled from a topographic map and have
 KY1554.an estimated accuracy of +/- 6 seconds.
 KY1554
 KY1554.The orthometric height was determined by differential leveling
 KY1554.and adjusted by the National Geodetic Survey in June 1991..
 KY1554
 KY1554.The geoid height was determined by GEOID03.
 KY1554
 KY1554.The dynamic height is computed by dividing the NAVD 88
 KY1554.geopotential number by the normal gravity value computed on the
 KY1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1554.degrees latitude (g = 980.6199 gals.).
 KY1554
 KY1554.The modeled gravity was interpolated from observed gravity values.
 KY1554
 KY1554;                    North         East    Units  Estimated Accuracy
 KY1554;SPC OH N     -    73,860.      683,620.      MT  (+/- 180 meters Scaled)
 KY1554
 KY1554                          SUPERSEDED SURVEY CONTROL
 KY1554
 KY1554  NGVD 29 (??/??/92)  250.229  (m)          820.96   (f) ADJ UNCH    1 2
 KY1554
 KY1554.Superseded values are not recommended for survey control.
 KY1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1554.See file dsdata.txt to determine how the superseded data were derived.
 KY1554
 KY1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME561642(NAD 83)
 KY1554_MARKER: DB = BENCH MARK DISK
 KY1554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1554_SP_SET: BRICK FOUNDATION
 KY1554_STAMPING: G 180 1954
 KY1554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1554
 KY1554  HISTORY     - Date     Condition        Report By
 KY1554  HISTORY     - 1954     MONUMENTED       CGS
 KY1554
 KY1554                          STATION DESCRIPTION
 KY1554
 KY1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1554'AT PORT WASHINGTON.
 KY1554'AT PORT WASHINGTON, ALONG THE PENNSYLVANIA RAILROAD, SET VERTICALLY
 KY1554'IN THE NORTHWEST FACE OF BRICK FOUNDATION OF LARGE TILE GRAIN
 KY1554'SILO OF FARMERS ELEVATOR, 92 FEET SOUTHEAST OF SOUTHEAST RAIL OF
 KY1554'SOUTHEAST TRACK, 63 FEET SOUTH OF SOUTH CORNER OF THE RAILROAD
 KY1554'STATION, ABOUT 3 FEET ABOVE GROUND AND ABOUT 2 FEET BELOW LEVEL OF
 KY1554'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0672 ***********************************************************************
 MC0672  DESIGNATION -  G 181
 MC0672  PID         -  MC0672
 MC0672  STATE/COUNTY-  OH/WOOD
 MC0672  USGS QUAD   -  MAUMEE (1994)
 MC0672
 MC0672                         *CURRENT SURVEY CONTROL
 MC0672  ___________________________________________________________________
 MC0672* NAD 83(1995)-  41 31 41.34079(N)    083 39 20.18659(W)     ADJUSTED  
 MC0672* NAVD 88     -       195.710  (meters)     642.09   (feet)  ADJUSTED  
 MC0672  ___________________________________________________________________
 MC0672  X           -     528,434.893 (meters)                     COMP
 MC0672  Y           -  -4,752,739.101 (meters)                     COMP
 MC0672  Z           -   4,206,619.735 (meters)                     COMP
 MC0672  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 MC0672  ELLIP HEIGHT-         160.48  (meters)          (04/01/98) GPS OBS
 MC0672  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC0672  DYNAMIC HT  -         195.632 (meters)     641.84  (feet)  COMP
 MC0672  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 MC0672
 MC0672  HORZ ORDER  -  THIRD
 MC0672  VERT ORDER  -  FIRST     CLASS I
 MC0672  ELLP ORDER  -  FOURTH    CLASS I
 MC0672
 MC0672.The horizontal coordinates were established by GPS observations
 MC0672.and adjusted by the National Geodetic Survey in April 1998..
 MC0672
 MC0672.The orthometric height was determined by differential leveling
 MC0672.and adjusted by the National Geodetic Survey in January 1994..
 MC0672
 MC0672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC0672
 MC0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0672
 MC0672.The ellipsoidal height was determined by GPS observations
 MC0672.and is referenced to NAD 83.
 MC0672
 MC0672.The geoid height was determined by GEOID03.
 MC0672
 MC0672.The dynamic height is computed by dividing the NAVD 88
 MC0672.geopotential number by the normal gravity value computed on the
 MC0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0672.degrees latitude (g = 980.6199 gals.).
 MC0672
 MC0672.The modeled gravity was interpolated from observed gravity values.
 MC0672
 MC0672;                    North         East     Units Scale Factor Converg.
 MC0672;SPC OH N     -   207,352.854   503,558.588   MT  0.99997138   -0 45 33.0
 MC0672;UTM  17      - 4,600,794.862   278,441.924   MT  1.00020413   -1 45 40.9
 MC0672
 MC0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0672!SPC OH N     -   0.99997483  x   0.99997138  =   0.99994621
 MC0672!UTM  17      -   0.99997483  x   1.00020413  =   1.00017895
 MC0672
 MC0672                          SUPERSEDED SURVEY CONTROL
 MC0672
 MC0672  NAD 83(1995)-  41 31 41.34073(N)    083 39 20.18652(W) AD(       ) 3
 MC0672  NAD 83(1986)-  41 31 41.34329(N)    083 39 20.20201(W) AD(       ) 3
 MC0672  NAD 27      -  41 31 41.17431(N)    083 39 20.44061(W) AD(       ) 3
 MC0672  NAVD 88 (06/15/91)  195.711  (m)          642.10   (f) UNKNOWN     1 1
 MC0672  NGVD 29 (??/??/92)  195.906  (m)          642.73   (f) ADJ UNCH    1 1
 MC0672
 MC0672.Superseded values are not recommended for survey control.
 MC0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0672.See file dsdata.txt to determine how the superseded data were derived.
 MC0672
 MC0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7844200795(NAD 83)
 MC0672_MARKER: DB = BENCH MARK DISK
 MC0672_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC0672_SP_SET: HEADWALL
 MC0672_STAMPING: G 181 1954
 MC0672_MARK LOGO: CGS   
 MC0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0672+STABILITY: SURFACE MOTION
 MC0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0672+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0672
 MC0672  HISTORY     - Date     Condition        Report By
 MC0672  HISTORY     - 1954     MONUMENTED       CGS
 MC0672  HISTORY     - 1968     GOOD             NGS
 MC0672  HISTORY     - 1983     GOOD             LOCSUR
 MC0672  HISTORY     - 1986     GOOD             NGS
 MC0672  HISTORY     - 1987     GOOD             USPSQD
 MC0672  HISTORY     - 19930715 GOOD             NGS
 MC0672
 MC0672                          STATION DESCRIPTION
 MC0672
 MC0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0672'2.6 MI SW FROM PERRYSBURG.
 MC0672'ABOUT 2.6 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0672'FROM THE STATION AT PERRYSBURG, NEAR MILEPOLE 190-13, 139 FEET
 MC0672'SOUTH OF THE CENTER OF THE CROSSING OF FORT MEIGS ROAD, SET ON
 MC0672'THE TOP OF THE SOUTHEAST CORNER OF A 10-FOOT CONCRETE BOX CULVERT
 MC0672'UNDER THE TRACK, 41.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 28
 MC0672'FEET WEST OF THE CENTER LINE OF THE ROAD AND 2 1/2 FEET BELOW
 MC0672'THE LEVEL OF THE TRACK.
 MC0672
 MC0672                          STATION RECOVERY (1983)
 MC0672
 MC0672'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0672'RECOVERED IN GOOD CONDITION.
 MC0672
 MC0672                          STATION RECOVERY (1986)
 MC0672
 MC0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MC0672'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF BOWLING GREEN, 4 MILES
 MC0672'NORTHEAST OF WATERVILLE AND 2.5 MILES SOUTHWEST OF PERRYBURG IN THE
 MC0672'SOUTHEAST CORNER  OF A 3 METER BOX CULVERT WHICH RUNS UNDER THE
 MC0672'RAILROAD TRACKS.  OWNERSHIP OHIO DEPARTMENT OF HIGHWAYS.
 MC0672'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 475, US HIGHWAY 23
 MC0672'AND STATE HIGHWAY 25 ABOUT 2 MILES SOUTH OF PERRYSBURG. GO SOUTH ON
 MC0672'STATE HIGHWAY 25 FOR 0.7 MILE TO A ROAD RIGHT. TURN RIGHT, WEST,
 MC0672'ON ROACHTON ROAD AND GO FOR 0.9 MILE TO FORT MEIGS ROAD ON THE RIGHT.
 MC0672'TURN RIGHT, NORTH, GO FOR 0.4 MILE TO THE STATION ON THE LEFT NEAR
 MC0672'RAILROAD CROSSING.
 MC0672'THE STATION IS STANDARD CGS BENCHMARK DISK STAMPED --G 181 1954--
 MC0672'SET IN THE TOP OF A CONCRETE BOX CULVERT.  IT IS 42.4 METERS SOUTH-
 MC0672'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF FORT MEIGS ROAD AND
 MC0672'THE RAILROAD, 12.5 METERS SOUTHEAST OF THE SOUTHEAST RAIL AND
 MC0672'8.5 METERS WEST OF THE CENTER LINE OF FORT MEIGS ROAD.
 MC0672'DESCRIBED BY B.L. LAMBERT  TYPED BY JAMES MALONEY 9/09/87.
 MC0672
 MC0672                          STATION RECOVERY (1987)
 MC0672
 MC0672'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0672'RECOVERED IN GOOD CONDITION.
 MC0672
 MC0672                          STATION RECOVERY (1993)
 MC0672
 MC0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0672'3.9 KM (2.40 MI) SOUTHWESTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM
 MC0672'THE JUNCTION OF U.S. HIGHWAY 20 (LOUISIANA AVENUE) IN PERRYSBURG, IN
 MC0672'TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE
 MC0672'HEADWALL OF A BOX CULVERT UNDER THE RAILROAD, 12.4 M (40.7 FT)
 MC0672'SOUTHEAST OF THE NEAR RAIL, 8.7 M (28.5 FT) WEST OF THE CENTER OF
 MC0672'FORT MEIGS ROAD, AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0731 ***********************************************************************
 MC0731  DESIGNATION -  G 182
 MC0731  PID         -  MC0731
 MC0731  STATE/COUNTY-  OH/LUCAS
 MC0731  USGS QUAD   -  TOLEDO (1980)
 MC0731
 MC0731                         *CURRENT SURVEY CONTROL
 MC0731  ___________________________________________________________________
 MC0731* NAD 83(1986)-  41 41 15.     (N)    083 31 02.     (W)     SCALED    
 MC0731* NAVD 88     -       180.612  (meters)     592.56   (feet)  ADJUSTED  
 MC0731  ___________________________________________________________________
 MC0731  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0731  DYNAMIC HT  -         180.542 (meters)     592.33  (feet)  COMP
 MC0731  MODELED GRAV-     980,235.9   (mgal)                       NAVD 88
 MC0731
 MC0731  VERT ORDER  -  FIRST     CLASS II
 MC0731
 MC0731.The horizontal coordinates were scaled from a topographic map and have
 MC0731.an estimated accuracy of +/- 6 seconds.
 MC0731
 MC0731.The orthometric height was determined by differential leveling
 MC0731.and adjusted by the National Geodetic Survey in June 1991..
 MC0731
 MC0731.The geoid height was determined by GEOID03.
 MC0731
 MC0731.The dynamic height is computed by dividing the NAVD 88
 MC0731.geopotential number by the normal gravity value computed on the
 MC0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0731.degrees latitude (g = 980.6199 gals.).
 MC0731
 MC0731.The modeled gravity was interpolated from observed gravity values.
 MC0731
 MC0731;                    North         East    Units  Estimated Accuracy
 MC0731;SPC OH N     -   224,910.      515,310.      MT  (+/- 180 meters Scaled)
 MC0731
 MC0731                          SUPERSEDED SURVEY CONTROL
 MC0731
 MC0731  NGVD 29 (??/??/92)  180.804  (m)          593.19   (f) ADJ UNCH    1 2
 MC0731
 MC0731.Superseded values are not recommended for survey control.
 MC0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0731.See file dsdata.txt to determine how the superseded data were derived.
 MC0731
 MC0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG905181(NAD 83)
 MC0731_MARKER: DD = SURVEY DISK
 MC0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0731_STAMPING: G 182 1954
 MC0731_MARK LOGO: OH8120
 MC0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0731+STABILITY: SURFACE MOTION
 MC0731
 MC0731  HISTORY     - Date     Condition        Report By
 MC0731  HISTORY     - UNK      MONUMENTED       OH8120
 MC0731  HISTORY     - 1954     GOOD             CGS
 MC0731  HISTORY     - 1968     MARK NOT FOUND   CGS
 MC0731  HISTORY     - 19890126 MARK NOT FOUND   USPSQD
 MC0731
 MC0731                          STATION DESCRIPTION
 MC0731
 MC0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MC0731'AT TOLEDO.
 MC0731'AT TOLEDO, ABOUT 1.6 MILES NORTHWEST ALONG BUCKEYE STREET FROM
 MC0731'THE JUNCTION OF SUMMIT STREET (ALTERNATE U.S. HIGHWAY 24), AT
 MC0731'THE JUNCTION OF MANHATTAN BOULEVARD, 34 FEET WEST OF CENTER
 MC0731'LINE OF BUCKEYE STREET, 29 1/2 FEET SOUTH OF CENTER LINE OF
 MC0731'MANHATTAN BOULEVARD, 3 1/2 FEET WEST OF WEST SIDE OF BUCKEYE
 MC0731'STREET SIDE WALK, 68 FEET WEST-SOUTHWEST AND ACROSS BUCKEYE
 MC0731'STREET FROM A FIRE HYDRANT, 21.1 FEET WEST OF SOUTHWEST CORNER
 MC0731'OF IRON GRILL COVERED CATCH BASIN, AND SET IN THE TOP OF A
 MC0731'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- FOUND UNSTAMPED
 MC0731'AND ASSIGNED OUR NEXT DESIGNATION.
 MC0731
 MC0731                          STATION RECOVERY (1968)
 MC0731
 MC0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MC0731'MARK NOT FOUND.
 MC0731
 MC0731                          STATION RECOVERY (1989)
 MC0731
 MC0731'RECOVERY NOTE BY US POWER SQUADRON 1989 (LCR)
 MC0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1442 ***********************************************************************
 JX1442  DESIGNATION -  G 183
 JX1442  PID         -  JX1442
 JX1442  STATE/COUNTY-  OH/MUSKINGUM
 JX1442  USGS QUAD   -  NEW CONCORD (1994)
 JX1442
 JX1442                         *CURRENT SURVEY CONTROL
 JX1442  ___________________________________________________________________
 JX1442* NAD 83(1986)-  39 59 33.     (N)    081 44 12.     (W)     SCALED    
 JX1442* NAVD 88     -       256.745  (meters)     842.34   (feet)  ADJUSTED  
 JX1442  ___________________________________________________________________
 JX1442  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JX1442  DYNAMIC HT  -         256.603 (meters)     841.87  (feet)  COMP
 JX1442  MODELED GRAV-     980,069.9   (mgal)                       NAVD 88
 JX1442
 JX1442  VERT ORDER  -  FIRST     CLASS II
 JX1442
 JX1442.The horizontal coordinates were scaled from a topographic map and have
 JX1442.an estimated accuracy of +/- 6 seconds.
 JX1442
 JX1442.The orthometric height was determined by differential leveling
 JX1442.and adjusted by the National Geodetic Survey in June 1991..
 JX1442
 JX1442.The geoid height was determined by GEOID03.
 JX1442
 JX1442.The dynamic height is computed by dividing the NAVD 88
 JX1442.geopotential number by the normal gravity value computed on the
 JX1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1442.degrees latitude (g = 980.6199 gals.).
 JX1442
 JX1442.The modeled gravity was interpolated from observed gravity values.
 JX1442
 JX1442;                    North         East    Units  Estimated Accuracy
 JX1442;SPC OH S     -   221,480.      665,190.      MT  (+/- 180 meters Scaled)
 JX1442
 JX1442                          SUPERSEDED SURVEY CONTROL
 JX1442
 JX1442  NGVD 29 (??/??/92)  256.968  (m)          843.07   (f) ADJ UNCH    1 2
 JX1442
 JX1442.Superseded values are not recommended for survey control.
 JX1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1442.See file dsdata.txt to determine how the superseded data were derived.
 JX1442
 JX1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME371271(NAD 83)
 JX1442_MARKER: DB = BENCH MARK DISK
 JX1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1442_SP_SET: CULVERT
 JX1442_STAMPING: G 183 1954
 JX1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1442
 JX1442  HISTORY     - Date     Condition        Report By
 JX1442  HISTORY     - 1954     MONUMENTED       CGS
 JX1442
 JX1442                          STATION DESCRIPTION
 JX1442
 JX1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1442'AT NEW CONCORD.
 JX1442'AT NEW CONCORD, ABOUT 0.15 MILE WEST ALONG THE BALTIMORE AND
 JX1442'OHIO RAILROAD FROM THE STATION, ACROSS TRACKS FROM A POINT
 JX1442'BETWEEN TELEPHONE POLES NO. 60/32 AND 60/33, IN THE TOP OF THE
 JX1442'NORTHWEST CORNER OF THE NORTH CONCRETE HEAD WALL OF A 7-FOOT
 JX1442'ARCHED CULVERT OVER A SMALL STREAM, 10 1/2 FEET NORTH OF NORTH
 JX1442'RAIL OF NORTH TRACK, 25 FEET NORTH OF NORTH RAIL OF MAIN TRACK
 JX1442'AND ABOUT 4 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1415 ***********************************************************************
 JX1415  DESIGNATION -  G 184
 JX1415  PID         -  JX1415
 JX1415  STATE/COUNTY-  OH/MUSKINGUM
 JX1415  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX1415
 JX1415                         *CURRENT SURVEY CONTROL
 JX1415  ___________________________________________________________________
 JX1415* NAD 83(1986)-  39 58 41.     (N)    081 56 47.     (W)     SCALED    
 JX1415* NAVD 88     -       250.976  (meters)     823.41   (feet)  ADJUSTED  
 JX1415  ___________________________________________________________________
 JX1415  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX1415  DYNAMIC HT  -         250.841 (meters)     822.97  (feet)  COMP
 JX1415  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 JX1415
 JX1415  VERT ORDER  -  FIRST     CLASS II
 JX1415
 JX1415.The horizontal coordinates were scaled from a topographic map and have
 JX1415.an estimated accuracy of +/- 6 seconds.
 JX1415
 JX1415.The orthometric height was determined by differential leveling
 JX1415.and adjusted by the National Geodetic Survey in June 1991..
 JX1415
 JX1415.The geoid height was determined by GEOID03.
 JX1415
 JX1415.The dynamic height is computed by dividing the NAVD 88
 JX1415.geopotential number by the normal gravity value computed on the
 JX1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1415.degrees latitude (g = 980.6199 gals.).
 JX1415
 JX1415.The modeled gravity was interpolated from observed gravity values.
 JX1415
 JX1415;                    North         East    Units  Estimated Accuracy
 JX1415;SPC OH S     -   219,740.      647,290.      MT  (+/- 180 meters Scaled)
 JX1415
 JX1415                          SUPERSEDED SURVEY CONTROL
 JX1415
 JX1415  NGVD 29 (??/??/92)  251.199  (m)          824.14   (f) ADJ UNCH    1 2
 JX1415
 JX1415.Superseded values are not recommended for survey control.
 JX1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1415.See file dsdata.txt to determine how the superseded data were derived.
 JX1415
 JX1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME191257(NAD 83)
 JX1415_MARKER: DB = BENCH MARK DISK
 JX1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1415_STAMPING: G 184 1954
 JX1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1415+STABILITY: SURFACE MOTION
 JX1415
 JX1415  HISTORY     - Date     Condition        Report By
 JX1415  HISTORY     - 1954     MONUMENTED       CGS
 JX1415
 JX1415                          STATION DESCRIPTION
 JX1415
 JX1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1415'4.9 MI NE FROM ZANESVILLE.
 JX1415'4.9 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1415'FROM THE STATION AT ZANESVILLE, ABOUT 0.25 MILE WEST OF OVERPASS
 JX1415'OF STATE HIGHWAY 75 OVER THE TRACKS, AT A PRIVATE ROAD CROSSING,
 JX1415'65 FEET SOUTH OF SOUTH RAIL, 75 FEET SOUTHEAST OF CENTER OF
 JX1415'CROSSING, 34 FEET EAST OF CENTER LINE OF PRIVATE ROAD, 32 FEET
 JX1415'SOUTHEAST OF TELEPHONE POLE NO. 73/25, 2 FEET EAST OF A WHITE
 JX1415'WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP
 JX1415'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0067 ***********************************************************************
 JY0067  DESIGNATION -  G 185
 JY0067  PID         -  JY0067
 JY0067  STATE/COUNTY-  OH/MUSKINGUM
 JY0067  USGS QUAD   -  CROOKSVILLE (1994)
 JY0067
 JY0067                         *CURRENT SURVEY CONTROL
 JY0067  ___________________________________________________________________
 JY0067* NAD 83(1986)-  39 52 03.     (N)    082 06 04.     (W)     SCALED    
 JY0067* NAVD 88     -       226.578  (meters)     743.36   (feet)  ADJUSTED  
 JY0067  ___________________________________________________________________
 JY0067  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JY0067  DYNAMIC HT  -         226.453 (meters)     742.95  (feet)  COMP
 JY0067  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 JY0067
 JY0067  VERT ORDER  -  FIRST     CLASS II
 JY0067
 JY0067.The horizontal coordinates were scaled from a topographic map and have
 JY0067.an estimated accuracy of +/- 6 seconds.
 JY0067
 JY0067.The orthometric height was determined by differential leveling
 JY0067.and adjusted by the National Geodetic Survey in June 1991..
 JY0067
 JY0067.The geoid height was determined by GEOID03.
 JY0067
 JY0067.The dynamic height is computed by dividing the NAVD 88
 JY0067.geopotential number by the normal gravity value computed on the
 JY0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0067.degrees latitude (g = 980.6199 gals.).
 JY0067
 JY0067.The modeled gravity was interpolated from observed gravity values.
 JY0067
 JY0067;                    North         East    Units  Estimated Accuracy
 JY0067;SPC OH S     -   207,400.      634,130.      MT  (+/- 180 meters Scaled)
 JY0067
 JY0067                          SUPERSEDED SURVEY CONTROL
 JY0067
 JY0067  NGVD 29 (??/??/92)  226.795  (m)          744.08   (f) ADJ UNCH    1 2
 JY0067
 JY0067.Superseded values are not recommended for survey control.
 JY0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0067.See file dsdata.txt to determine how the superseded data were derived.
 JY0067
 JY0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME058136(NAD 83)
 JY0067_MARKER: DB = BENCH MARK DISK
 JY0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0067_SP_SET: CULVERT CATCH WALL
 JY0067_STAMPING: G 185 1954
 JY0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0067
 JY0067  HISTORY     - Date     Condition        Report By
 JY0067  HISTORY     - 1954     MONUMENTED       CGS
 JY0067
 JY0067                          STATION DESCRIPTION
 JY0067
 JY0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0067'2 MI NE FROM EAST FULTONHAM.
 JY0067'1.95 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JY0067'THE STATION AT EAST FULTONHAM, ABOUT 0.3 MILE SOUTHWEST OF THE
 JY0067'ROAD CROSSING AT WHITE COTTAGE, ABOUT 0.2 MILE EAST OF MILE
 JY0067'POST COL 58, 25 1/2 FEET SOUTH OF SOUTH RAIL, IN THE TOP OF
 JY0067'THE NORTHWEST CORNER OF AN ANGLE SHAPED CONCRETE CATCH WALL
 JY0067'ATTACHED TO THE NORTH CONCRETE HEAD WALL OF A 40-INCH PIPE
 JY0067'CULVERT UNDER A RAILROAD WHICH IS AT ABOUT 35 FEET HIGHER
 JY0067'ELEVATION THAN THE N.Y.C. RR, AND ABOUT 5 FEET ABOVE LEVEL OF
 JY0067'N.Y.C, RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1527 ***********************************************************************
 KY1527  DESIGNATION -  G 186
 KY1527  PID         -  KY1527
 KY1527  STATE/COUNTY-  OH/GUERNSEY
 KY1527  USGS QUAD   -  KIMBOLTON (1994)
 KY1527
 KY1527                         *CURRENT SURVEY CONTROL
 KY1527  ___________________________________________________________________
 KY1527* NAD 83(1986)-  40 08 32.     (N)    081 33 41.     (W)     SCALED    
 KY1527* NAVD 88     -       238.743  (meters)     783.28   (feet)  ADJUSTED  
 KY1527  ___________________________________________________________________
 KY1527  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KY1527  DYNAMIC HT  -         238.615 (meters)     782.86  (feet)  COMP
 KY1527  MODELED GRAV-     980,084.0   (mgal)                       NAVD 88
 KY1527
 KY1527  VERT ORDER  -  FIRST     CLASS II
 KY1527
 KY1527.The horizontal coordinates were scaled from a topographic map and have
 KY1527.an estimated accuracy of +/- 6 seconds.
 KY1527
 KY1527.The orthometric height was determined by differential leveling
 KY1527.and adjusted by the National Geodetic Survey in June 1991..
 KY1527
 KY1527.The geoid height was determined by GEOID03.
 KY1527
 KY1527.The dynamic height is computed by dividing the NAVD 88
 KY1527.geopotential number by the normal gravity value computed on the
 KY1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1527.degrees latitude (g = 980.6199 gals.).
 KY1527
 KY1527.The modeled gravity was interpolated from observed gravity values.
 KY1527
 KY1527;                    North         East    Units  Estimated Accuracy
 KY1527;SPC OH S     -   238,240.      679,990.      MT  (+/- 180 meters Scaled)
 KY1527
 KY1527                          SUPERSEDED SURVEY CONTROL
 KY1527
 KY1527  NGVD 29 (??/??/92)  238.958  (m)          783.98   (f) ADJ UNCH    1 2
 KY1527
 KY1527.Superseded values are not recommended for survey control.
 KY1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1527.See file dsdata.txt to determine how the superseded data were derived.
 KY1527
 KY1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME521436(NAD 83)
 KY1527_MARKER: DB = BENCH MARK DISK
 KY1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1527_STAMPING: G 186 1954
 KY1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1527+STABILITY: SURFACE MOTION
 KY1527
 KY1527  HISTORY     - Date     Condition        Report By
 KY1527  HISTORY     - 1954     MONUMENTED       CGS
 KY1527
 KY1527                          STATION DESCRIPTION
 KY1527
 KY1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1527'10 MI N FROM CAMBRIDGE.
 KY1527'10.05 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1527'BALTIMORE AND OHIO RAILROAD STATION AT CAMBRIDGE, ABOUT 10.9
 KY1527'MILES SOUTH OF THE STATION AT NEWCOMERSTOWN, TUSCARAWAS COUNTY,
 KY1527'ABOUT 1.05 MILES SOUTHEAST OF THE MAIN NORTH-SOUTH STREET CROSSING
 KY1527'AT KIMBOLTON, 21 1/2 FEET WEST OF WEST RAIL, 429 FEET SOUTH
 KY1527'AND ACROSS TRACK FROM MILE POST 68, 223 FEET NORTH OF THE NORTHEAST
 KY1527'CORNER OF A PROMINENT VERY WELL KEPT CEMETERY, 9 FEET SOUTH
 KY1527'OF CENTER OF A GATE IN FENCE, 26 FEET WEST-SOUTHWEST OF CENTER
 KY1527'OF A DIM FARM ROAD CROSSING, 1 FOOT EAST OF A FENCE LINE, 2 FEET
 KY1527'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW
 KY1527'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KY1527'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0782 ***********************************************************************
 JY0782  DESIGNATION -  G 187
 JY0782  PID         -  JY0782
 JY0782  STATE/COUNTY-  OH/PICKAWAY
 JY0782  USGS QUAD   -  CIRCLEVILLE (1995)
 JY0782
 JY0782                         *CURRENT SURVEY CONTROL
 JY0782  ___________________________________________________________________
 JY0782* NAD 83(1986)-  39 30 46.     (N)    082 56 08.     (W)     SCALED    
 JY0782* NAVD 88     -       223.988  (meters)     734.87   (feet)  ADJUSTED  
 JY0782  ___________________________________________________________________
 JY0782  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JY0782  DYNAMIC HT  -         223.854 (meters)     734.43  (feet)  COMP
 JY0782  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 JY0782
 JY0782  VERT ORDER  -  FIRST     CLASS I
 JY0782
 JY0782.The horizontal coordinates were scaled from a topographic map and have
 JY0782.an estimated accuracy of +/- 6 seconds.
 JY0782
 JY0782.The orthometric height was determined by differential leveling
 JY0782.and adjusted by the National Geodetic Survey in June 1991..
 JY0782
 JY0782.The geoid height was determined by GEOID03.
 JY0782
 JY0782.The dynamic height is computed by dividing the NAVD 88
 JY0782.geopotential number by the normal gravity value computed on the
 JY0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0782.degrees latitude (g = 980.6199 gals.).
 JY0782
 JY0782.The modeled gravity was interpolated from observed gravity values.
 JY0782
 JY0782;                    North         East    Units  Estimated Accuracy
 JY0782;SPC OH S     -   168,030.      562,550.      MT  (+/- 180 meters Scaled)
 JY0782
 JY0782                          SUPERSEDED SURVEY CONTROL
 JY0782
 JY0782  NGVD 29 (??/??/92)  224.150  (m)          735.40   (f) ADJ UNCH    1 1
 JY0782
 JY0782.Superseded values are not recommended for survey control.
 JY0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0782.See file dsdata.txt to determine how the superseded data were derived.
 JY0782
 JY0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD336754(NAD 83)
 JY0782_MARKER: DB = BENCH MARK DISK
 JY0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0782_STAMPING: G 187 1954
 JY0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0782+STABILITY: SURFACE MOTION
 JY0782
 JY0782  HISTORY     - Date     Condition        Report By
 JY0782  HISTORY     - 1954     MONUMENTED       CGS
 JY0782  HISTORY     - 1967     GOOD             NGS
 JY0782
 JY0782                          STATION DESCRIPTION
 JY0782
 JY0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0782'3 MI N FROM KINGSTON.
 JY0782'3.0 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY0782'STATION AT KINGSTON, ABOUT 0.4 MILE SOUTH OF MILE POST N 670, AT
 JY0782'A FARM ROAD CROSSING, 43 3/4 FEET WEST OF WEST RAIL OF WEST
 JY0782'TRACK, 54 FEET WEST-NORTHWEST OF CENTER OF CROSSING OF FARM
 JY0782'ROAD AND WEST TRACK, 13 FEET NORTH OF CENTER LINE OF FARM ROAD,
 JY0782'9 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 2 FEET EAST OF A
 JY0782'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 5 1/2
 JY0782'FEET BELOW LEVEL OF TRACKS AND SET IN THE TOP OF A CONCRETE POST
 JY0782'PROJECTING 4 INCHES.
 JY0782
 JY0782                          STATION RECOVERY (1967)
 JY0782
 JY0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0733 ***********************************************************************
 JY0733  DESIGNATION -  G 188
 JY0733  PID         -  JY0733
 JY0733  STATE/COUNTY-  OH/FRANKLIN
 JY0733  USGS QUAD   -  LOCKBOURNE (1992)
 JY0733
 JY0733                         *CURRENT SURVEY CONTROL
 JY0733  ___________________________________________________________________
 JY0733* NAD 83(1986)-  39 49 01.     (N)    082 55 58.     (W)     SCALED    
 JY0733* NAVD 88     -       225.355  (meters)     739.35   (feet)  ADJUSTED  
 JY0733  ___________________________________________________________________
 JY0733  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JY0733  DYNAMIC HT  -         225.225 (meters)     738.93  (feet)  COMP
 JY0733  MODELED GRAV-     980,045.0   (mgal)                       NAVD 88
 JY0733
 JY0733  VERT ORDER  -  FIRST     CLASS I
 JY0733
 JY0733.This mark is at Rickenbacker Intl Airport (LCK)
 JY0733
 JY0733.The horizontal coordinates were scaled from a topographic map and have
 JY0733.an estimated accuracy of +/- 6 seconds.
 JY0733
 JY0733.The orthometric height was determined by differential leveling
 JY0733.and adjusted by the National Geodetic Survey in June 1991..
 JY0733
 JY0733.The geoid height was determined by GEOID03.
 JY0733
 JY0733.The dynamic height is computed by dividing the NAVD 88
 JY0733.geopotential number by the normal gravity value computed on the
 JY0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0733.degrees latitude (g = 980.6199 gals.).
 JY0733
 JY0733.The modeled gravity was interpolated from observed gravity values.
 JY0733
 JY0733;                    North         East    Units  Estimated Accuracy
 JY0733;SPC OH S     -   201,800.      562,950.      MT  (+/- 180 meters Scaled)
 JY0733
 JY0733                          SUPERSEDED SURVEY CONTROL
 JY0733
 JY0733  NGVD 29 (??/??/92)  225.531  (m)          739.93   (f) ADJ UNCH    1 1
 JY0733
 JY0733.Superseded values are not recommended for survey control.
 JY0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0733.See file dsdata.txt to determine how the superseded data were derived.
 JY0733
 JY0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE345092(NAD 83)
 JY0733_MARKER: DB = BENCH MARK DISK
 JY0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0733_SP_SET: ENTRANCE PIT
 JY0733_STAMPING: G 188 1954
 JY0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0733
 JY0733  HISTORY     - Date     Condition        Report By
 JY0733  HISTORY     - 1954     MONUMENTED       CGS
 JY0733  HISTORY     - 1967     GOOD             NGS
 JY0733  HISTORY     - 1975     GOOD             LOCENG
 JY0733
 JY0733                          STATION DESCRIPTION
 JY0733
 JY0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0733'AT LOCKBOURNE AFB.
 JY0733'AT LOCKBOURNE AIR FORCE BASE, AT THE OPERATIONS BUILDING,
 JY0733'IN THE TOP OF THE SOUTHEAST CORNER OF BASEMENT ENTRANCE PIT
 JY0733'LOCATED ON EAST SIDE OF OPERATIONS BUILDING AND NEAR NORTHEAST
 JY0733'CORNER OF BUILDING, 2 1/2 FEET EAST OF NORTHEAST CORNER OF
 JY0733'CONTROL TOWER STRUCTURE OF OPERATIONS BUILDING AND ABOUT 1/2
 JY0733'FOOT ABOVE GROUND.
 JY0733
 JY0733                          STATION RECOVERY (1967)
 JY0733
 JY0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0733'RECOVERED IN GOOD CONDITION.
 JY0733
 JY0733                          STATION RECOVERY (1975)
 JY0733
 JY0733'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JY0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0710 ***********************************************************************
 JY0710  DESIGNATION -  G 189
 JY0710  PID         -  JY0710
 JY0710  STATE/COUNTY-  OH/FRANKLIN
 JY0710  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0710
 JY0710                         *CURRENT SURVEY CONTROL
 JY0710  ___________________________________________________________________
 JY0710* NAD 83(1986)-  39 55 08.     (N)    082 59 06.     (W)     SCALED    
 JY0710* NAVD 88     -       228.544  (meters)     749.81   (feet)  ADJUSTED  
 JY0710  ___________________________________________________________________
 JY0710  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JY0710  DYNAMIC HT  -         228.416 (meters)     749.39  (feet)  COMP
 JY0710  MODELED GRAV-     980,061.8   (mgal)                       NAVD 88
 JY0710
 JY0710  VERT ORDER  -  FIRST     CLASS I
 JY0710
 JY0710.The horizontal coordinates were scaled from a topographic map and have
 JY0710.an estimated accuracy of +/- 6 seconds.
 JY0710
 JY0710.The orthometric height was determined by differential leveling
 JY0710.and adjusted by the National Geodetic Survey in June 1991..
 JY0710
 JY0710.The geoid height was determined by GEOID03.
 JY0710
 JY0710.The dynamic height is computed by dividing the NAVD 88
 JY0710.geopotential number by the normal gravity value computed on the
 JY0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0710.degrees latitude (g = 980.6199 gals.).
 JY0710
 JY0710.The modeled gravity was interpolated from observed gravity values.
 JY0710
 JY0710;                    North         East    Units  Estimated Accuracy
 JY0710;SPC OH S     -   213,140.      558,540.      MT  (+/- 180 meters Scaled)
 JY0710
 JY0710                          SUPERSEDED SURVEY CONTROL
 JY0710
 JY0710  NGVD 29 (??/??/92)  228.727  (m)          750.42   (f) ADJ UNCH    1 1
 JY0710
 JY0710.Superseded values are not recommended for survey control.
 JY0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0710.See file dsdata.txt to determine how the superseded data were derived.
 JY0710
 JY0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE303206(NAD 83)
 JY0710_MARKER: DB = BENCH MARK DISK
 JY0710_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0710_SP_SET: BUILDING
 JY0710_STAMPING: G 189 1954
 JY0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0710
 JY0710  HISTORY     - Date     Condition        Report By
 JY0710  HISTORY     - 1954     MONUMENTED       CGS
 JY0710  HISTORY     - 1967     GOOD             NGS
 JY0710
 JY0710                          STATION DESCRIPTION
 JY0710
 JY0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0710'AT COLUMBUS.
 JY0710'AT COLUMBUS, ABOUT 2.2 MILES SOUTH ALONG SOUTH HIGH STREET FROM
 JY0710'THE COURTHOUSE, THENCE 0.6 MILE EAST ALONG HOSACK STREET, THENCE
 JY0710'0.2 MILE SOUTH ALONG PARSONS AVENUE, NEAR THE Y JUNCTION OF
 JY0710'PARSONS AVENUE AND GROVE PORT ROAD, SET VERTICALLY IN THE EAST FACE
 JY0710'OF THE NORTHEAST CORNER OF A ONE-STORY BRICK BUILDING OF THE
 JY0710'BUCKEYE STEEL CASTING COMPANY PLANT, 5.6 FEET WEST OF THE WEST CURB
 JY0710'OF PARSONS AVENUE, 0.8 FOOT SOUTH OF THE NORTHEAST CORNER OF THE
 JY0710'BUILDING AND 2.4 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0382 ***********************************************************************
 MC0382  DESIGNATION -  G 19
 MC0382  PID         -  MC0382
 MC0382  STATE/COUNTY-  OH/OTTAWA
 MC0382  USGS QUAD   -  OAK HARBOR (1980)
 MC0382
 MC0382                         *CURRENT SURVEY CONTROL
 MC0382  ___________________________________________________________________
 MC0382* NAD 83(1986)-  41 31 16.     (N)    083 09 05.     (W)     SCALED    
 MC0382* NAVD 88     -       180.840  (meters)     593.31   (feet)  ADJUSTED  
 MC0382  ___________________________________________________________________
 MC0382  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 MC0382  DYNAMIC HT  -         180.767 (meters)     593.07  (feet)  COMP
 MC0382  MODELED GRAV-     980,212.3   (mgal)                       NAVD 88
 MC0382
 MC0382  VERT ORDER  -  FIRST     CLASS II
 MC0382
 MC0382.The horizontal coordinates were scaled from a topographic map and have
 MC0382.an estimated accuracy of +/- 6 seconds.
 MC0382
 MC0382.The orthometric height was determined by differential leveling
 MC0382.and adjusted by the National Geodetic Survey in June 1991..
 MC0382.WARNING-Repeat measurements at this control monument indicate possible
 MC0382.vertical movement.
 MC0382
 MC0382.The geoid height was determined by GEOID03.
 MC0382
 MC0382.The dynamic height is computed by dividing the NAVD 88
 MC0382.geopotential number by the normal gravity value computed on the
 MC0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0382.degrees latitude (g = 980.6199 gals.).
 MC0382
 MC0382.The modeled gravity was interpolated from observed gravity values.
 MC0382
 MC0382;                    North         East    Units  Estimated Accuracy
 MC0382;SPC OH N     -   206,140.      545,630.      MT  (+/- 180 meters Scaled)
 MC0382
 MC0382                          SUPERSEDED SURVEY CONTROL
 MC0382
 MC0382  NGVD 29 (06/03/92)  181.043  (m)          593.97   (f) ADJUSTED    1 2
 MC0382
 MC0382.Superseded values are not recommended for survey control.
 MC0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0382.See file dsdata.txt to determine how the superseded data were derived.
 MC0382
 MC0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF204988(NAD 83)
 MC0382_MARKER: DB = BENCH MARK DISK
 MC0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0382_SP_SET: OVERHEAD CROSSING BACKWALL
 MC0382_STAMPING: G 19 1934
 MC0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0382+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 MC0382
 MC0382  HISTORY     - Date     Condition        Report By
 MC0382  HISTORY     - 1934     MONUMENTED       CGS
 MC0382  HISTORY     - 1934     GOOD             NGS
 MC0382  HISTORY     - 1980     GOOD             NGS
 MC0382  HISTORY     - 20040728 GOOD             OHDT
 MC0382
 MC0382                          STATION DESCRIPTION
 MC0382
 MC0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MC0382'0.2 MI W FROM OAK HARBOR.
 MC0382'0.2 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MC0382'STATION AT OAK HARBOR, OTTAWA COUNTY, AT THE OVERHEAD CROSSING
 MC0382'OF THE WHEELING AND LAKE ERIE RAILWAY, IN THE SOUTH FACE OF THE
 MC0382'NORTH BACK WALL, 8 FEET NORTH OF THE NORTH RAIL, AND 3.5 FEET
 MC0382'ABOVE THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED G 19 1934
 MC0382'AND SET VERTICALLY.
 MC0382
 MC0382                          STATION RECOVERY (1980)
 MC0382
 MC0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0382'0.5 KILOMETERS (0.3 MILE) WEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0382'THE CROSSING OF STAT HIGHWAY 19 AT OAK HARBOR, AT THE OVERHEAD
 MC0382'CROSSING OF THE WHEELING AND LAKE ERIE RAILWAY, IN THE SOUTH FACE OF
 MC0382'THE NORTH BACKWALL, SET VERTICALLY 15.2 METERS (50 FEET) WEST OF THE
 MC0382'EAST END OF THE BACKWALL, 5.5 METERS (18 FEET) NORTH OF THE NORTH
 MC0382'RAIL.
 MC0382'THE MARK IS 1.0 M ABOVE RAIL.
 MC0382
 MC0382                          STATION RECOVERY (2004)
 MC0382
 MC0382'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0038 ***********************************************************************
 JY0038  DESIGNATION -  G 190
 JY0038  PID         -  JY0038
 JY0038  STATE/COUNTY-  OH/PERRY
 JY0038  USGS QUAD   -  THORNVILLE (1992)
 JY0038
 JY0038                         *CURRENT SURVEY CONTROL
 JY0038  ___________________________________________________________________
 JY0038* NAD 83(1995)-  39 53 45.86537(N)    082 26 12.29108(W)     ADJUSTED  
 JY0038* NAVD 88     -       285.851  (meters)     937.83   (feet)  ADJUSTED  
 JY0038  ___________________________________________________________________
 JY0038  X           -     644,981.897 (meters)                     COMP
 JY0038  Y           -  -4,857,678.082 (meters)                     COMP
 JY0038  Z           -   4,069,300.644 (meters)                     COMP
 JY0038  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 JY0038  ELLIP HEIGHT-         251.67  (meters)          (10/07/05) GPS OBS
 JY0038  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY0038  DYNAMIC HT  -         285.686 (meters)     937.29  (feet)  COMP
 JY0038  MODELED GRAV-     980,040.3   (mgal)                       NAVD 88
 JY0038
 JY0038  HORZ ORDER  -  FIRST
 JY0038  VERT ORDER  -  FIRST     CLASS II
 JY0038  ELLP ORDER  -  FOURTH    CLASS II
 JY0038
 JY0038.The horizontal coordinates were established by GPS observations
 JY0038.and adjusted by the National Geodetic Survey in February 1999..
 JY0038
 JY0038.The orthometric height was determined by differential leveling
 JY0038.and adjusted by the National Geodetic Survey in June 1991..
 JY0038
 JY0038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY0038
 JY0038.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY0038
 JY0038.The ellipsoidal height was determined by GPS observations
 JY0038.and is referenced to NAD 83.
 JY0038
 JY0038.The geoid height was determined by GEOID03.
 JY0038
 JY0038.The dynamic height is computed by dividing the NAVD 88
 JY0038.geopotential number by the normal gravity value computed on the
 JY0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0038.degrees latitude (g = 980.6199 gals.).
 JY0038
 JY0038.The modeled gravity was interpolated from observed gravity values.
 JY0038
 JY0038;                    North         East     Units Scale Factor Converg.
 JY0038;SPC OH S     -   210,495.674   605,409.421   MT  0.99997573   +0 02 24.5
 JY0038;UTM  17      - 4,417,210.399   377,171.632   MT  0.99978573   -0 55 17.9
 JY0038
 JY0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY0038!SPC OH S     -   0.99996052  x   0.99997573  =   0.99993625
 JY0038!UTM  17      -   0.99996052  x   0.99978573  =   0.99974626
 JY0038
 JY0038                          SUPERSEDED SURVEY CONTROL
 JY0038
 JY0038  ELLIP H (02/25/99)  251.70   (m)                       GP(       ) 4 2
 JY0038  NAVD 88 (02/25/99)  285.85   (m)          937.8    (f) LEVELING    3  
 JY0038  NGVD 29 (??/??/92)  286.052  (m)          938.49   (f) ADJ UNCH    1 2
 JY0038
 JY0038.Superseded values are not recommended for survey control.
 JY0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0038.See file dsdata.txt to determine how the superseded data were derived.
 JY0038
 JY0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE7717217210(NAD 83)
 JY0038_MARKER: DB = BENCH MARK DISK
 JY0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0038_STAMPING: G 190 1954
 JY0038_MARK LOGO: CGS   
 JY0038_PROJECTION: FLUSH
 JY0038_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0038+STABILITY: SURFACE MOTION
 JY0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY0038+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1998
 JY0038
 JY0038  HISTORY     - Date     Condition        Report By
 JY0038  HISTORY     - 1954     MONUMENTED       CGS
 JY0038  HISTORY     - 19980404 GOOD             GEOMET
 JY0038
 JY0038                          STATION DESCRIPTION
 JY0038
 JY0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0038'1.8 MI SW FROM THORNVILLE.
 JY0038'1.8 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JY0038'THE STATION AT THORNVILLE, AT THE CROSSING OF STATE HIGHWAY 204,
 JY0038'ALONG HIGHWAY, 250 FEET SOUTHWEST OF CENTER OF CROSSING OF
 JY0038'HIGHWAY AND TRACK, 28 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 JY0038'1 FOOT NORTHWEST OF A FENCE LINE, 3 FEET NORTHEAST OF TELEPHONE
 JY0038'POLE NO. 58-E 379, 79 FEET SOUTHWEST OF CENTER OF A PASTURE GATE,
 JY0038'ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 JY0038'CONCRETE POST PROJECTING 3 INCHES.
 JY0038
 JY0038                          STATION RECOVERY (1998)
 JY0038
 JY0038'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 JY0038'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0789 ***********************************************************************
 JY0789  DESIGNATION -  G 192
 JY0789  PID         -  JY0789
 JY0789  STATE/COUNTY-  OH/FRANKLIN
 JY0789  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0789
 JY0789                         *CURRENT SURVEY CONTROL
 JY0789  ___________________________________________________________________
 JY0789* NAD 83(1986)-  39 55 46.     (N)    082 54 46.     (W)     SCALED    
 JY0789* NAVD 88     -       234.045  (meters)     767.86   (feet)  ADJUSTED  
 JY0789  ___________________________________________________________________
 JY0789  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JY0789  DYNAMIC HT  -         233.913 (meters)     767.43  (feet)  COMP
 JY0789  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 JY0789
 JY0789  VERT ORDER  -  FIRST     CLASS II
 JY0789
 JY0789.The horizontal coordinates were scaled from a topographic map and have
 JY0789.an estimated accuracy of +/- 6 seconds.
 JY0789
 JY0789.The orthometric height was determined by differential leveling
 JY0789.and adjusted by the National Geodetic Survey in June 1991..
 JY0789
 JY0789.The geoid height was determined by GEOID03.
 JY0789
 JY0789.The dynamic height is computed by dividing the NAVD 88
 JY0789.geopotential number by the normal gravity value computed on the
 JY0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0789.degrees latitude (g = 980.6199 gals.).
 JY0789
 JY0789.The modeled gravity was interpolated from observed gravity values.
 JY0789
 JY0789;                    North         East    Units  Estimated Accuracy
 JY0789;SPC OH S     -   214,280.      564,720.      MT  (+/- 180 meters Scaled)
 JY0789
 JY0789                          SUPERSEDED SURVEY CONTROL
 JY0789
 JY0789  NGVD 29 (??/??/92)  234.229  (m)          768.47   (f) ADJ UNCH    1 2
 JY0789
 JY0789.Superseded values are not recommended for survey control.
 JY0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0789.See file dsdata.txt to determine how the superseded data were derived.
 JY0789
 JY0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE365216(NAD 83)
 JY0789_MARKER: DB = BENCH MARK DISK
 JY0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0789_STAMPING: G 192 1954
 JY0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0789+STABILITY: SURFACE MOTION
 JY0789
 JY0789  HISTORY     - Date     Condition        Report By
 JY0789  HISTORY     - 1954     MONUMENTED       CGS
 JY0789
 JY0789                          STATION DESCRIPTION
 JY0789
 JY0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0789'4 MI NE FROM VALLEY CROSSING.
 JY0789'2.2 MILES NORTH ALONG THE NOROFLK AND WESTERN RAILWAY FROM THE
 JY0789'CROSSING OF WILLIAMS ROAD AT VALLEY CROSSING, THENCE ABOUT 1.85
 JY0789'MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD, AT THE CROSSING
 JY0789'OF PETZINGER ROAD (EAST-WEST), PETZINGER ROAD AT CENTER OF CROSSING
 JY0789'OF NEAR TRACK, 27 FEET SOUTHEAST OF A TELEPHONE POLE, 39 FEET
 JY0789'EAST OF TELEPHONE POLE NO. 139/24, 1 1/2 FEET NORTHWEST OF A
 JY0789'FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JY0789'2 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 JY0789'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1472 ***********************************************************************
 HY1472  DESIGNATION -  G 193
 HY1472  PID         -  HY1472
 HY1472  STATE/COUNTY-  OH/SCIOTO
 HY1472  USGS QUAD   -  FRIENDSHIP (1995)
 HY1472
 HY1472                         *CURRENT SURVEY CONTROL
 HY1472  ___________________________________________________________________
 HY1472* NAD 83(1986)-  38 44 11.     (N)    083 02 02.     (W)     SCALED    
 HY1472* NAVD 88     -       155.892  (meters)     511.46   (feet)  ADJUSTED  
 HY1472  ___________________________________________________________________
 HY1472  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 HY1472  DYNAMIC HT  -         155.794 (meters)     511.13  (feet)  COMP
 HY1472  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 HY1472
 HY1472  VERT ORDER  -  FIRST     CLASS II
 HY1472
 HY1472.The horizontal coordinates were scaled from a topographic map and have
 HY1472.an estimated accuracy of +/- 6 seconds.
 HY1472
 HY1472.The orthometric height was determined by differential leveling
 HY1472.and adjusted by the National Geodetic Survey in June 1991..
 HY1472
 HY1472.The geoid height was determined by GEOID03.
 HY1472
 HY1472.The dynamic height is computed by dividing the NAVD 88
 HY1472.geopotential number by the normal gravity value computed on the
 HY1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1472.degrees latitude (g = 980.6199 gals.).
 HY1472
 HY1472.The modeled gravity was interpolated from observed gravity values.
 HY1472
 HY1472;                    North         East    Units  Estimated Accuracy
 HY1472;SPC OH S     -    81,890.      553,580.      MT  (+/- 180 meters Scaled)
 HY1472
 HY1472                          SUPERSEDED SURVEY CONTROL
 HY1472
 HY1472  NGVD 29 (??/??/92)  156.081  (m)          512.08   (f) ADJ UNCH    1 2
 HY1472
 HY1472.Superseded values are not recommended for survey control.
 HY1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1472.See file dsdata.txt to determine how the superseded data were derived.
 HY1472
 HY1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC232894(NAD 83)
 HY1472_MARKER: DB = BENCH MARK DISK
 HY1472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1472_SP_SET: ABUTMENT
 HY1472_STAMPING: G 193 1956
 HY1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1472
 HY1472  HISTORY     - Date     Condition        Report By
 HY1472  HISTORY     - 1956     MONUMENTED       CGS
 HY1472
 HY1472                          STATION DESCRIPTION
 HY1472
 HY1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY1472'2 MI SW FROM PORTSMOUTH.
 HY1472'ABOUT 2.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 52 FROM THE CITY
 HY1472'HALL AT PORTSMOUTH, ALONG THE EAST BOUND HIGHWAY 52, IN THE TOP
 HY1472'OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A
 HY1472'120-FOOT CONCRETE AND STEEL BRIDGE OVER A SLOUGH, 25 FEET
 HY1472'NORTHWEST OF CENTER LINE OF EAST BOUND HIGHWAY 52, 4 FEET
 HY1472'NORTHWEST OF STEEL BANISTER AND 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0192 ***********************************************************************
 JY0192  DESIGNATION -  G 198
 JY0192  PID         -  JY0192
 JY0192  STATE/COUNTY-  OH/VINTON
 JY0192  USGS QUAD   -  MC ARTHUR (1995)
 JY0192
 JY0192                         *CURRENT SURVEY CONTROL
 JY0192  ___________________________________________________________________
 JY0192* NAD 83(1986)-  39 08 50.     (N)    082 23 04.     (W)     SCALED    
 JY0192* NAVD 88     -       200.234  (meters)     656.93   (feet)  ADJUSTED  
 JY0192  ___________________________________________________________________
 JY0192  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JY0192  DYNAMIC HT  -         200.109 (meters)     656.52  (feet)  COMP
 JY0192  MODELED GRAV-     980,001.8   (mgal)                       NAVD 88
 JY0192
 JY0192  VERT ORDER  -  SECOND    CLASS 0
 JY0192
 JY0192.The horizontal coordinates were scaled from a topographic map and have
 JY0192.an estimated accuracy of +/- 6 seconds.
 JY0192
 JY0192.The orthometric height was determined by differential leveling
 JY0192.and adjusted by the National Geodetic Survey in June 1991..
 JY0192
 JY0192.The geoid height was determined by GEOID03.
 JY0192
 JY0192.The dynamic height is computed by dividing the NAVD 88
 JY0192.geopotential number by the normal gravity value computed on the
 JY0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0192.degrees latitude (g = 980.6199 gals.).
 JY0192
 JY0192.The modeled gravity was interpolated from observed gravity values.
 JY0192
 JY0192;                    North         East    Units  Estimated Accuracy
 JY0192;SPC OH S     -   127,360.      609,990.      MT  (+/- 180 meters Scaled)
 JY0192
 JY0192                          SUPERSEDED SURVEY CONTROL
 JY0192
 JY0192  NGVD 29 (??/??/92)  200.415  (m)          657.53   (f) ADJ UNCH    2 0
 JY0192
 JY0192.Superseded values are not recommended for survey control.
 JY0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0192.See file dsdata.txt to determine how the superseded data were derived.
 JY0192
 JY0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD803340(NAD 83)
 JY0192_MARKER: DB = BENCH MARK DISK
 JY0192_SETTING: 66 = SET IN ROCK OUTCROP
 JY0192_SP_SET: ROCK CUT
 JY0192_STAMPING: G 198 1958
 JY0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0192+STABILITY: POSITION/ELEVATION WELL
 JY0192
 JY0192  HISTORY     - Date     Condition        Report By
 JY0192  HISTORY     - 1958     MONUMENTED       CGS
 JY0192
 JY0192                          STATION DESCRIPTION
 JY0192
 JY0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0192'6.6 MI N FROM MINERTON.
 JY0192'ABOUT 6.6 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 JY0192'FROM THE STATION AT MINERTON, IN SECTION 20, R 16W, T 9N, ABOUT
 JY0192'547 YARDS NORTHWEST OF MILE POST 86, SET VERTICALLY IN THE
 JY0192'NORTHEAST FACE OF A 3-FOOT HIGH AND 15-FEET LONG ROCK IN A CUT,
 JY0192'ABOUT 105 YARDS SOUTHEAST OF A PRIVATE ROAD CROSSING LEADING
 JY0192'SOUTHWEST TO A FARM HOUSE IN HOLLOW, ABOUT 95 YARDS SOUTH
 JY0192'EAST OF A CULVERT UNDER THE RAILWAY AND FOR A CREEK BRANCH,
 JY0192'21 FEET SOUTHWEST OF SOUTHWEST RAIL, ABOUT 25 YARDS
 JY0192'NORTHWEST OF NORTHWEST END OF A CURVE WITH TANGENTS TO THE
 JY0192'NORTHWEST AND SOUTH, ABOUT 9 FEET SOUTHEAST OF NORTHWEST END
 JY0192'OF THE EXPOSED PART OF ROCK THE MARK IS SET IN, ABOUT 1 FOOT
 JY0192'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0357 ***********************************************************************
 HY0357  DESIGNATION -  G 199
 HY0357  PID         -  HY0357
 HY0357  STATE/COUNTY-  OH/GALLIA
 HY0357  USGS QUAD   -  VINTON (1975)
 HY0357
 HY0357                         *CURRENT SURVEY CONTROL
 HY0357  ___________________________________________________________________
 HY0357* NAD 83(1986)-  38 53 43.     (N)    082 16 56.     (W)     SCALED    
 HY0357* NAVD 88     -       210.792  (meters)     691.57   (feet)  ADJUSTED  
 HY0357  ___________________________________________________________________
 HY0357  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 HY0357  DYNAMIC HT  -         210.658 (meters)     691.13  (feet)  COMP
 HY0357  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 HY0357
 HY0357  VERT ORDER  -  SECOND    CLASS 0
 HY0357
 HY0357.The horizontal coordinates were scaled from a topographic map and have
 HY0357.an estimated accuracy of +/- 6 seconds.
 HY0357
 HY0357.The orthometric height was determined by differential leveling
 HY0357.and adjusted by the National Geodetic Survey in June 1991..
 HY0357
 HY0357.The geoid height was determined by GEOID03.
 HY0357
 HY0357.The dynamic height is computed by dividing the NAVD 88
 HY0357.geopotential number by the normal gravity value computed on the
 HY0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0357.degrees latitude (g = 980.6199 gals.).
 HY0357
 HY0357.The modeled gravity was interpolated from observed gravity values.
 HY0357
 HY0357;                    North         East    Units  Estimated Accuracy
 HY0357;SPC OH S     -    99,410.      618,890.      MT  (+/- 180 meters Scaled)
 HY0357
 HY0357                          SUPERSEDED SURVEY CONTROL
 HY0357
 HY0357  NGVD 29 (??/??/92)  210.988  (m)          692.22   (f) ADJ UNCH    2 0
 HY0357
 HY0357.Superseded values are not recommended for survey control.
 HY0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0357.See file dsdata.txt to determine how the superseded data were derived.
 HY0357
 HY0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD888059(NAD 83)
 HY0357_MARKER: DB = BENCH MARK DISK
 HY0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0357_STAMPING: G 199 1958
 HY0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0357+STABILITY: SURFACE MOTION
 HY0357
 HY0357  HISTORY     - Date     Condition        Report By
 HY0357  HISTORY     - 1958     MONUMENTED       CGS
 HY0357  HISTORY     - 1976     GOOD             NGS
 HY0357
 HY0357                          STATION DESCRIPTION
 HY0357
 HY0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0357'2 MI NW FROM KERRS.
 HY0357'ABOUT 2.05 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0357'FROM THE STATION AT KERRS, IN SECTION 22, R 15W, T 6N, ABOUT
 HY0357'104 YARDS WEST-NORTHWEST OF MILE POST 107, AT THE OUTSIDE OF
 HY0357'A CURVE WITH TANGENTS TO THE NORTH AND SOUTHEAST, 45 FEET
 HY0357'SOUTH-SOUTHWEST OF SOUTH-SOUTHWEST RAIL, 52 FEET SOUTH OF THE
 HY0357'CENTER OF A PRIVATE CROSSING OF A WINDING ROAD SOUTH AND UPHILL
 HY0357'TO A FARM HOUSE, 12 1/2 FEET EAST OF THE CENTER LINE OF ROAD
 HY0357'AND CENTER OF A GATE, 2 FEET NORTH OF A WIRE FENCE, 2 FEET EAST
 HY0357'OF A CONCRETE WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HY0357'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HY0357
 HY0357                          STATION RECOVERY (1976)
 HY0357
 HY0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0167 ***********************************************************************
 LA0167  DESIGNATION -  G 2
 LA0167  PID         -  LA0167
 LA0167  STATE/COUNTY-  OH/SHELBY
 LA0167  USGS QUAD   -  SIDNEY (1982)
 LA0167
 LA0167                         *CURRENT SURVEY CONTROL
 LA0167  ___________________________________________________________________
 LA0167* NAD 83(1986)-  40 17 07.     (N)    084 09 22.     (W)     SCALED    
 LA0167* NAVD 88     -       293.110  (meters)     961.65   (feet)  ADJUSTED  
 LA0167  ___________________________________________________________________
 LA0167  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 LA0167  DYNAMIC HT  -         292.965 (meters)     961.17  (feet)  COMP
 LA0167  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 LA0167
 LA0167  VERT ORDER  -  FIRST     CLASS II
 LA0167
 LA0167.The horizontal coordinates were scaled from a topographic map and have
 LA0167.an estimated accuracy of +/- 6 seconds.
 LA0167
 LA0167.The orthometric height was determined by differential leveling
 LA0167.and adjusted by the National Geodetic Survey in January 1994..
 LA0167
 LA0167.The geoid height was determined by GEOID03.
 LA0167
 LA0167.The dynamic height is computed by dividing the NAVD 88
 LA0167.geopotential number by the normal gravity value computed on the
 LA0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0167.degrees latitude (g = 980.6199 gals.).
 LA0167
 LA0167.The modeled gravity was interpolated from observed gravity values.
 LA0167
 LA0167;                    North         East    Units  Estimated Accuracy
 LA0167;SPC OH N     -    70,030.      459,170.      MT  (+/- 180 meters Scaled)
 LA0167
 LA0167                          SUPERSEDED SURVEY CONTROL
 LA0167
 LA0167  NAVD 88 (06/15/91)  293.109  (m)          961.64   (f) UNKNOWN     1 2
 LA0167  NGVD 29 (??/??/92)  293.294  (m)          962.25   (f) ADJ UNCH    1 2
 LA0167
 LA0167.Superseded values are not recommended for survey control.
 LA0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0167.See file dsdata.txt to determine how the superseded data were derived.
 LA0167
 LA0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK417633(NAD 83)
 LA0167_MARKER: B = BOLT
 LA0167_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LA0167_SP_SET: BUILDING
 LA0167_MARK LOGO: NONE  
 LA0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LA0167+STABILITY: POSITION/ELEVATION WELL
 LA0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0167+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 LA0167
 LA0167  HISTORY     - Date     Condition        Report By
 LA0167  HISTORY     - UNK      MONUMENTED       CGS
 LA0167  HISTORY     - 1954     GOOD             NGS
 LA0167  HISTORY     - 19930629 GOOD             NGS
 LA0167
 LA0167                          STATION DESCRIPTION
 LA0167
 LA0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0167'AT SIDNEY.
 LA0167'AT SIDNEY, AT THE INTERSECTION OF POPLAR STREET AND SOUTH OHIO
 LA0167'AVENUE, AT THE COURT HOUSE, 135 1/2 FEET SOUTH OF SOUTH CURB OF
 LA0167'POPLAR STREET, 177 FEET EAST OF EAST CURB OF SOUTH OHIO AVENUE,
 LA0167'A LINE CUT ON THE END OF A BRASS BOLD LEADED IN THE VERTICAL
 LA0167'WEST FACE OF THE FOUNDATION OF THE NORTH VESTIBULE OF THE COURT
 LA0167'HOUSE, 2.1 FEET SOUTH OF NORTH PROJECTING EDGE OF FOUNDATION
 LA0167'AND 3.1 FEET ABOVE LEVEL OF GROUND.
 LA0167
 LA0167                          STATION RECOVERY (1993)
 LA0167
 LA0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0167'IN SIDNEY, AT THE INTERSECTION OF POPULAR STREET AND OHIO AVENUE, A
 LA0167'COPPER BOLT SET VERTICALLY IN THE WEST FACE OF THE NORTH VESTIBULE OF
 LA0167'THE COUNTY COURTHOUSE, 64.1 M (210.3 FT) EAST OF THE AVENUE
 LA0167'CENTERLINE, 50.7 M (166.3 FT) SOUTH OF THE STREET CENTERLINE, 1.9 M
 LA0167'(6.2 FT) SOUTH OF THE CENTER OF THE ENTRANCE DOOR INTO A WOMENS REST
 LA0167'ROOM, AND 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE.  NOTE--THE LETTERS
 LA0167'USC+GS SURROUND THE BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0404 ***********************************************************************
 MC0404  DESIGNATION -  G 20
 MC0404  PID         -  MC0404
 MC0404  STATE/COUNTY-  OH/SANDUSKY
 MC0404  USGS QUAD   -  FREMONT WEST (1980)
 MC0404
 MC0404                         *CURRENT SURVEY CONTROL
 MC0404  ___________________________________________________________________
 MC0404* NAD 83(1986)-  41 20 57.     (N)    083 07 36.     (W)     SCALED    
 MC0404* NAVD 88     -       191.342  (meters)     627.76   (feet)  POSTED    
 MC0404  ___________________________________________________________________
 MC0404  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC0404  DYNAMIC HT  -         191.260 (meters)     627.49  (feet)  COMP
 MC0404  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 MC0404
 MC0404  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MC0404
 MC0404.The horizontal coordinates were scaled from a topographic map and have
 MC0404.an estimated accuracy of +/- 6 seconds.
 MC0404
 MC0404.The orthometric height was determined by differential leveling
 MC0404.and adjusted by the National Geodetic Survey in 1992..
 MC0404.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MC0404.rate of 3.1 thru 4.0 mm/km.
 MC0404
 MC0404.The geoid height was determined by GEOID03.
 MC0404
 MC0404.The dynamic height is computed by dividing the NAVD 88
 MC0404.geopotential number by the normal gravity value computed on the
 MC0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0404.degrees latitude (g = 980.6199 gals.).
 MC0404
 MC0404.The modeled gravity was interpolated from observed gravity values.
 MC0404
 MC0404;                    North         East    Units  Estimated Accuracy
 MC0404;SPC OH N     -   187,030.      547,560.      MT  (+/- 180 meters Scaled)
 MC0404
 MC0404                          SUPERSEDED SURVEY CONTROL
 MC0404
 MC0404  NGVD 29 (??/??/92)  191.614  (m)          628.65   (f) ADJ UNCH    2 0
 MC0404
 MC0404.Superseded values are not recommended for survey control.
 MC0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0404.See file dsdata.txt to determine how the superseded data were derived.
 MC0404
 MC0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF220797(NAD 83)
 MC0404_MARKER: DB = BENCH MARK DISK
 MC0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0404_STAMPING: G 20 1934
 MC0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0404+STABILITY: SURFACE MOTION
 MC0404
 MC0404  HISTORY     - Date     Condition        Report By
 MC0404  HISTORY     - 1934     MONUMENTED       CGS
 MC0404  HISTORY     - 1951     MARK NOT FOUND   USGS
 MC0404
 MC0404                          STATION DESCRIPTION
 MC0404
 MC0404'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MC0404'AT FREMONT.
 MC0404'AT FREMONT, SANDUSKY COUNTY, ON THE NEW YORK, CHICAGO AND ST.
 MC0404'LOUIS RAILROAD, NEAR THE CROSSING OF THE NEW YORK CENTRAL
 MC0404'RAILROAD, 76 YARDS EAST OF THE EAST RAIL OF THE N.Y.C.R.R. 60
 MC0404'FEET SOUTH OF THE SOUTH SIDE OF A TWO-STORY FRAME-HOUSE, 26.8
 MC0404'FEET EAST OF THE EAST LYNN STREET CURB, 14 FEET NORTH OF THE
 MC0404'NORTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 MC0404'DISK, STAMPED G 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0075 ***********************************************************************
 HY0075  DESIGNATION -  G 200
 HY0075  PID         -  HY0075
 HY0075  STATE/COUNTY-  OH/GALLIA
 HY0075  USGS QUAD   -  RODNEY (1983)
 HY0075
 HY0075                         *CURRENT SURVEY CONTROL
 HY0075  ___________________________________________________________________
 HY0075* NAD 83(1986)-  38 51 11.     (N)    082 18 43.     (W)     SCALED    
 HY0075* NAVD 88     -       193.267  (meters)     634.08   (feet)  ADJUSTED  
 HY0075  ___________________________________________________________________
 HY0075  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HY0075  DYNAMIC HT  -         193.143 (meters)     633.67  (feet)  COMP
 HY0075  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 HY0075
 HY0075  VERT ORDER  -  SECOND    CLASS 0
 HY0075
 HY0075.The horizontal coordinates were scaled from a topographic map and have
 HY0075.an estimated accuracy of +/- 6 seconds.
 HY0075
 HY0075.The orthometric height was determined by differential leveling
 HY0075.and adjusted by the National Geodetic Survey in June 1991..
 HY0075
 HY0075.The geoid height was determined by GEOID03.
 HY0075
 HY0075.The dynamic height is computed by dividing the NAVD 88
 HY0075.geopotential number by the normal gravity value computed on the
 HY0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0075.degrees latitude (g = 980.6199 gals.).
 HY0075
 HY0075.The modeled gravity was interpolated from observed gravity values.
 HY0075
 HY0075;                    North         East    Units  Estimated Accuracy
 HY0075;SPC OH S     -    94,720.      616,320.      MT  (+/- 180 meters Scaled)
 HY0075
 HY0075                          SUPERSEDED SURVEY CONTROL
 HY0075
 HY0075  NGVD 29 (??/??/92)  193.458  (m)          634.70   (f) ADJ UNCH    2 0
 HY0075
 HY0075.Superseded values are not recommended for survey control.
 HY0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0075.See file dsdata.txt to determine how the superseded data were derived.
 HY0075
 HY0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD861012(NAD 83)
 HY0075_MARKER: DB = BENCH MARK DISK
 HY0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0075_SP_SET: CULVERT
 HY0075_STAMPING: G 200 1958
 HY0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0075
 HY0075  HISTORY     - Date     Condition        Report By
 HY0075  HISTORY     - 1958     MONUMENTED       CGS
 HY0075  HISTORY     - 1976     GOOD             NGS
 HY0075
 HY0075                          STATION DESCRIPTION
 HY0075
 HY0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0075'4.2 MI SE FROM RIO GRANDE.
 HY0075'ABOUT 4.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE
 HY0075'CALVARY BAPTIST CHURCH AT RIO GRANDE, IN SECTION 25, R 15W, T 4N,
 HY0075'ABOUT 0.6 MILE NORTHWEST OF THE NORTH-SOUTH CROSS ROAD AT
 HY0075'RODNEY, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF
 HY0075'A SKEW 8-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 41 FEET NORTH
 HY0075'OF THE CENTER LINE OF THE HIGHWAY.  ABOUT 90 YARDS NORTHWEST OF
 HY0075'THE JUNCTION OF A BLACKTOP ROAD LEADING SOUTHEAST, ABOUT 9 FEET
 HY0075'BELOW THE LEVEL OF THE HIGHWAY.
 HY0075
 HY0075                          STATION RECOVERY (1976)
 HY0075
 HY0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0299 ***********************************************************************
 JY0299  DESIGNATION -  G 201
 JY0299  PID         -  JY0299
 JY0299  STATE/COUNTY-  OH/JACKSON
 JY0299  USGS QUAD   -  MULGA (1995)
 JY0299
 JY0299                         *CURRENT SURVEY CONTROL
 JY0299  ___________________________________________________________________
 JY0299* NAD 83(1986)-  39 05 27.     (N)    082 27 30.     (W)     SCALED    
 JY0299* NAVD 88     -       209.221  (meters)     686.42   (feet)  ADJUSTED  
 JY0299  ___________________________________________________________________
 JY0299  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JY0299  DYNAMIC HT  -         209.090 (meters)     685.99  (feet)  COMP
 JY0299  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 JY0299
 JY0299  VERT ORDER  -  SECOND    CLASS 0
 JY0299
 JY0299.The horizontal coordinates were scaled from a topographic map and have
 JY0299.an estimated accuracy of +/- 6 seconds.
 JY0299
 JY0299.The orthometric height was determined by differential leveling
 JY0299.and adjusted by the National Geodetic Survey in June 1991..
 JY0299
 JY0299.The geoid height was determined by GEOID03.
 JY0299
 JY0299.The dynamic height is computed by dividing the NAVD 88
 JY0299.geopotential number by the normal gravity value computed on the
 JY0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0299.degrees latitude (g = 980.6199 gals.).
 JY0299
 JY0299.The modeled gravity was interpolated from observed gravity values.
 JY0299
 JY0299;                    North         East    Units  Estimated Accuracy
 JY0299;SPC OH S     -   121,100.      603,610.      MT  (+/- 180 meters Scaled)
 JY0299
 JY0299                          SUPERSEDED SURVEY CONTROL
 JY0299
 JY0299  NGVD 29 (??/??/92)  209.402  (m)          687.01   (f) ADJ UNCH    2 0
 JY0299
 JY0299.Superseded values are not recommended for survey control.
 JY0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0299.See file dsdata.txt to determine how the superseded data were derived.
 JY0299
 JY0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD738278(NAD 83)
 JY0299_MARKER: DB = BENCH MARK DISK
 JY0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0299_SP_SET: CULVERT
 JY0299_STAMPING: G 201 1958
 JY0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0299
 JY0299  HISTORY     - Date     Condition        Report By
 JY0299  HISTORY     - 1958     MONUMENTED       CGS
 JY0299
 JY0299                          STATION DESCRIPTION
 JY0299
 JY0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0299'3.8 MI W FROM CLARION.
 JY0299'ABOUT 3.8 MILES WEST ALONG STATE HIGHWAY 124 FROM ITS CROSSING
 JY0299'OF THE CHESAPEAKE AND OHIO RAILWAY AT CLARION, IN SECTION 14, T
 JY0299'9N, R 17W, NEAR THE BOTTOM OF GRADE DESCENDING NORTHEAST, SET IN
 JY0299'THE TOP OF NORTHEAST END OF NORTHWEST HEADWALL OF A 6-FOOT BOX
 JY0299'CULVERT, 17 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JY0299'NORTH AND ACROSS THE HIGHWAY FROM A SMALL HOUSE IN HOLLOW, ABOUT
 JY0299'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- THE MARK MAY BE
 JY0299'REACHED FROM ROADS, JACKSON COUNTY, BY GOING EAST FOR 4.5 MILES
 JY0299'ALONG STATE HIGHWAY 124 FROM ITS CROSSING OF STATE HIGHWAY 327.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0407 ***********************************************************************
 HY0407  DESIGNATION -  G 202
 HY0407  PID         -  HY0407
 HY0407  STATE/COUNTY-  OH/GALLIA
 HY0407  USGS QUAD   -  RODNEY (1983)
 HY0407
 HY0407                         *CURRENT SURVEY CONTROL
 HY0407  ___________________________________________________________________
 HY0407* NAD 83(1986)-  38 50 17.     (N)    082 19 17.     (W)     SCALED    
 HY0407* NAVD 88     -       201.003  (meters)     659.46   (feet)  ADJUSTED  
 HY0407  ___________________________________________________________________
 HY0407  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 HY0407  DYNAMIC HT  -         200.875 (meters)     659.04  (feet)  COMP
 HY0407  MODELED GRAV-     979,983.0   (mgal)                       NAVD 88
 HY0407
 HY0407  VERT ORDER  -  SECOND    CLASS 0
 HY0407
 HY0407.The horizontal coordinates were scaled from a topographic map and have
 HY0407.an estimated accuracy of +/- 6 seconds.
 HY0407
 HY0407.The orthometric height was determined by differential leveling
 HY0407.and adjusted by the National Geodetic Survey in June 1991..
 HY0407
 HY0407.The geoid height was determined by GEOID03.
 HY0407
 HY0407.The dynamic height is computed by dividing the NAVD 88
 HY0407.geopotential number by the normal gravity value computed on the
 HY0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0407.degrees latitude (g = 980.6199 gals.).
 HY0407
 HY0407.The modeled gravity was interpolated from observed gravity values.
 HY0407
 HY0407;                    North         East    Units  Estimated Accuracy
 HY0407;SPC OH S     -    93,050.      615,510.      MT  (+/- 180 meters Scaled)
 HY0407
 HY0407                          SUPERSEDED SURVEY CONTROL
 HY0407
 HY0407  NGVD 29 (??/??/92)  201.193  (m)          660.08   (f) ADJ UNCH    2 0
 HY0407
 HY0407.Superseded values are not recommended for survey control.
 HY0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0407.See file dsdata.txt to determine how the superseded data were derived.
 HY0407
 HY0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC853996(NAD 83)
 HY0407_MARKER: DB = BENCH MARK DISK
 HY0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0407_STAMPING: G 202 1958
 HY0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0407+STABILITY: SURFACE MOTION
 HY0407
 HY0407  HISTORY     - Date     Condition        Report By
 HY0407  HISTORY     - 1958     MONUMENTED       CGS
 HY0407  HISTORY     - 1976     GOOD             NGS
 HY0407
 HY0407                          STATION DESCRIPTION
 HY0407
 HY0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0407'1.6 MI S FROM RODNEY.
 HY0407'ABOUT 0.15 MILES WEST ALONG A BLACKTOP ROAD FROM THE METHODIST
 HY0407'CHURCH AT RODNEY, THENCE 1.5 MILES SOUTH ALONG A GRAVEL ROAD,
 HY0407'IN SECTION 36, T 5N, R 15W, ABOUT 0.1 MILE NORTH OF THE
 HY0407'JUNCTION OF ROAD WEST, ABOUT 0.1 MILE SOUTH OF A CROSS ROAD,
 HY0407'NEAR THE NORTH END OF A CUT, 19 1/2 FEET WEST OF THE CENTER
 HY0407'LINE OF THE ROAD, 38 FEET SOUTH OF THE WEST END OF A 30-INCH
 HY0407'PIPE CULVERT, 39 FEET SOUTHWEST AND ACROSS ROAD FROM A 36-INCH
 HY0407'OAK TREE IN A FENCE LINE, 2 FEET NORTHEAST OF A CONCRETE WITNESS
 HY0407'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP
 HY0407'OF A CONCRETE POST PROJECTING 3 INCHES.
 HY0407
 HY0407                          STATION RECOVERY (1976)
 HY0407
 HY0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0136 ***********************************************************************
 HY0136  DESIGNATION -  G 203
 HY0136  PID         -  HY0136
 HY0136  STATE/COUNTY-  OH/GALLIA
 HY0136  USGS QUAD   -  GALLIPOLIS (1983)
 HY0136
 HY0136                         *CURRENT SURVEY CONTROL
 HY0136  ___________________________________________________________________
 HY0136* NAD 83(1986)-  38 48 10.     (N)    082 12 59.     (W)     SCALED    
 HY0136* NAVD 88     -       186.665  (meters)     612.42   (feet)  ADJUSTED  
 HY0136  ___________________________________________________________________
 HY0136  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HY0136  DYNAMIC HT  -         186.546 (meters)     612.03  (feet)  COMP
 HY0136  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 HY0136
 HY0136  VERT ORDER  -  SECOND    CLASS 0
 HY0136
 HY0136.The horizontal coordinates were scaled from a topographic map and have
 HY0136.an estimated accuracy of +/- 6 seconds.
 HY0136
 HY0136.The orthometric height was determined by differential leveling
 HY0136.and adjusted by the National Geodetic Survey in June 1991..
 HY0136
 HY0136.The geoid height was determined by GEOID03.
 HY0136
 HY0136.The dynamic height is computed by dividing the NAVD 88
 HY0136.geopotential number by the normal gravity value computed on the
 HY0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0136.degrees latitude (g = 980.6199 gals.).
 HY0136
 HY0136.The modeled gravity was interpolated from observed gravity values.
 HY0136
 HY0136;                    North         East    Units  Estimated Accuracy
 HY0136;SPC OH S     -    89,160.      624,640.      MT  (+/- 180 meters Scaled)
 HY0136
 HY0136                          SUPERSEDED SURVEY CONTROL
 HY0136
 HY0136  NGVD 29 (??/??/92)  186.853  (m)          613.03   (f) ADJ UNCH    2 0
 HY0136
 HY0136.Superseded values are not recommended for survey control.
 HY0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0136.See file dsdata.txt to determine how the superseded data were derived.
 HY0136
 HY0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC943955(NAD 83)
 HY0136_MARKER: DB = BENCH MARK DISK
 HY0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0136_SP_SET: CULVERT
 HY0136_STAMPING: G 203 1958
 HY0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0136
 HY0136  HISTORY     - Date     Condition        Report By
 HY0136  HISTORY     - 1958     MONUMENTED       CGS
 HY0136  HISTORY     - 1976     GOOD             NGS
 HY0136
 HY0136                          STATION DESCRIPTION
 HY0136
 HY0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0136'1 MI S FROM GALLIPOLIS.
 HY0136'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 HY0136'AT GALLIPOLIS, IN SECTION  , T 3N, R 14W, ABOUT 0.2 MILE SOUTH
 HY0136'OF THE JUNCTION OF STATE HIGHWAY 141, ABOUT 0.25 MILE SOUTH OF THE
 HY0136'BRIDGE OVER CHICKAMAUGA CREEK, AT A Y-JUNCTION OF HIGHWAY 7
 HY0136'(GARFIELD AVENUE) AND HALLIDAY HEIGHTS WHICH IS A BLACKTOP DRIVE
 HY0136'SOUTHWEST AND UPHILL, SET IN THE TOP OF THE SOUTH END OF THE WEST
 HY0136'CONCRETE HEADWALL OF A 15-INCH PIPE CULVERT WHICH EMPTIES INTO
 HY0136'A ROUND CATCH BASIN, 15 FEET WEST OF THE WEST CURB OF GARFIELD
 HY0136'AVENUE, 23 FEET SOUTHEAST OF THE CENTER LINE OF HALLIDAY HEIGHTS,
 HY0136'ABOUT LEVEL WITH THE SIDEWALK.
 HY0136
 HY0136                          STATION RECOVERY (1976)
 HY0136
 HY0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0107 ***********************************************************************
 HY0107  DESIGNATION -  G 204
 HY0107  PID         -  HY0107
 HY0107  STATE/COUNTY-  OH/LAWRENCE
 HY0107  USGS QUAD   -  WATERLOO (1988)
 HY0107
 HY0107                         *CURRENT SURVEY CONTROL
 HY0107  ___________________________________________________________________
 HY0107* NAD 83(1986)-  38 39 50.     (N)    082 24 55.     (W)     SCALED    
 HY0107* NAVD 88     -       286.993  (meters)     941.58   (feet)  ADJUSTED  
 HY0107  ___________________________________________________________________
 HY0107  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HY0107  DYNAMIC HT  -         286.806 (meters)     940.96  (feet)  COMP
 HY0107  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 HY0107
 HY0107  VERT ORDER  -  SECOND    CLASS 0
 HY0107
 HY0107.The horizontal coordinates were scaled from a topographic map and have
 HY0107.an estimated accuracy of +/- 6 seconds.
 HY0107
 HY0107.The orthometric height was determined by differential leveling
 HY0107.and adjusted by the National Geodetic Survey in June 1991..
 HY0107
 HY0107.The geoid height was determined by GEOID03.
 HY0107
 HY0107.The dynamic height is computed by dividing the NAVD 88
 HY0107.geopotential number by the normal gravity value computed on the
 HY0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0107.degrees latitude (g = 980.6199 gals.).
 HY0107
 HY0107.The modeled gravity was interpolated from observed gravity values.
 HY0107
 HY0107;                    North         East    Units  Estimated Accuracy
 HY0107;SPC OH S     -    73,710.      607,370.      MT  (+/- 180 meters Scaled)
 HY0107
 HY0107                          SUPERSEDED SURVEY CONTROL
 HY0107
 HY0107  NGVD 29 (??/??/92)  287.176  (m)          942.18   (f) ADJ UNCH    2 0
 HY0107
 HY0107.Superseded values are not recommended for survey control.
 HY0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0107.See file dsdata.txt to determine how the superseded data were derived.
 HY0107
 HY0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC768804(NAD 83)
 HY0107_MARKER: DB = BENCH MARK DISK
 HY0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0107_STAMPING: G 204 1958
 HY0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0107+STABILITY: SURFACE MOTION
 HY0107
 HY0107  HISTORY     - Date     Condition        Report By
 HY0107  HISTORY     - 1958     MONUMENTED       CGS
 HY0107
 HY0107                          STATION DESCRIPTION
 HY0107
 HY0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0107'2.6 MI SW FROM LECTA.
 HY0107'ABOUT 2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 775 FROM ITS
 HY0107'JUNCTION WITH STATE HIGHWAY 790 AT LECTA, THENCE 0.1 MILE WEST
 HY0107'ALONG A GRAVEL ROAD, IN SECTION 3, T 3N, R 16W, 57 FEET
 HY0107'SOUTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 22 1/2 FEET
 HY0107'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A SMALL WOODEN
 HY0107'CHURCH BUILDING, 57 1/2 FEET NORTH-NORTHEAST OF THE NORTHWEST
 HY0107'CORNER OF THE CEMETERY FENCE, 10 1/2 FEET SOUTHWEST OF A LEANING
 HY0107'24-INCH OAK TREE, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 HY0107'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HY0107'NOTE-- AF IS A NAIL AND WASHER STAMPED AF AND IS SET IN THE TOP
 HY0107'OF THE NORTHEAST ROOT OF A 36-INCH RED OAK TREE WHICH STANDS
 HY0107'JUST OUTSIDE OF THE NORTHWEST CEMETERY FENCE CORNER, 48.7 FEET
 HY0107'SOUTH-SOUTHWEST OF BENCH MARK G 204.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0205 ***********************************************************************
 HY0205  DESIGNATION -  G 205
 HY0205  PID         -  HY0205
 HY0205  STATE/COUNTY-  OH/LAWRENCE
 HY0205  USGS QUAD   -  AID (1985)
 HY0205
 HY0205                         *CURRENT SURVEY CONTROL
 HY0205  ___________________________________________________________________
 HY0205* NAD 83(1986)-  38 32 57.     (N)    082 24 49.     (W)     SCALED    
 HY0205* NAVD 88     -       203.318  (meters)     667.05   (feet)  ADJUSTED  
 HY0205  ___________________________________________________________________
 HY0205  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 HY0205  DYNAMIC HT  -         203.185 (meters)     666.62  (feet)  COMP
 HY0205  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 HY0205
 HY0205  VERT ORDER  -  SECOND    CLASS 0
 HY0205
 HY0205.The horizontal coordinates were scaled from a topographic map and have
 HY0205.an estimated accuracy of +/- 6 seconds.
 HY0205
 HY0205.The orthometric height was determined by differential leveling
 HY0205.and adjusted by the National Geodetic Survey in June 1991..
 HY0205
 HY0205.The geoid height was determined by GEOID03.
 HY0205
 HY0205.The dynamic height is computed by dividing the NAVD 88
 HY0205.geopotential number by the normal gravity value computed on the
 HY0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0205.degrees latitude (g = 980.6199 gals.).
 HY0205
 HY0205.The modeled gravity was interpolated from observed gravity values.
 HY0205
 HY0205;                    North         East    Units  Estimated Accuracy
 HY0205;SPC OH S     -    60,970.      607,530.      MT  (+/- 180 meters Scaled)
 HY0205
 HY0205                          SUPERSEDED SURVEY CONTROL
 HY0205
 HY0205  NGVD 29 (??/??/92)  203.501  (m)          667.65   (f) ADJ UNCH    2 0
 HY0205
 HY0205.Superseded values are not recommended for survey control.
 HY0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0205.See file dsdata.txt to determine how the superseded data were derived.
 HY0205
 HY0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC768676(NAD 83)
 HY0205_MARKER: DB = BENCH MARK DISK
 HY0205_SETTING: 66 = SET IN ROCK OUTCROP
 HY0205_SP_SET: ROCK CUT
 HY0205_STAMPING: G 205 1958
 HY0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0205+STABILITY: POSITION/ELEVATION WELL
 HY0205
 HY0205  HISTORY     - Date     Condition        Report By
 HY0205  HISTORY     - 1958     MONUMENTED       CGS
 HY0205  HISTORY     - 1976     GOOD             NGS
 HY0205
 HY0205                          STATION DESCRIPTION
 HY0205
 HY0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0205'1 MI E FROM DOBBSTON.
 HY0205'ABOUT 1.0 MILES EAST ALONG STATE HIGHWAY 217 FROM ITS CROSSING
 HY0205'OF THE NORTH-SOUTH CROSS ROAD AT DOBBSTON, IN SECTION 15, T 2N,
 HY0205'R 16W, SET VERTICALLY IN THE SOUTH FACE OF AN 8 FOOT HIGH AND
 HY0205'15 FEET WIDE SOLID ROCK IN A CUT, 18 FEET NORTH OF THE CENTER LINE
 HY0205'OF THE HIGHWAY, ABOUT 40 YARDS EAST OF THE WEST END OF THE CUT,
 HY0205'96 1/2 FEET NORTHWEST AND ACROSS THE HIGHWAY AND CREEK FROM THE
 HY0205'NORTHWEST CORNER OF A LOG HOUSE, ABOUT 3 FEET ABOVE THE LEVEL OF
 HY0205'THE ROAD.
 HY0205
 HY0205                          STATION RECOVERY (1976)
 HY0205
 HY0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0337 ***********************************************************************
 HY0337  DESIGNATION -  G 206
 HY0337  PID         -  HY0337
 HY0337  STATE/COUNTY-  OH/GALLIA
 HY0337  USGS QUAD   -  ADDISON (1989)
 HY0337
 HY0337                         *CURRENT SURVEY CONTROL
 HY0337  ___________________________________________________________________
 HY0337* NAD 83(1986)-  38 58 00.     (N)    082 10 48.     (W)     SCALED    
 HY0337* NAVD 88     -       262.063  (meters)     859.78   (feet)  ADJUSTED  
 HY0337  ___________________________________________________________________
 HY0337  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 HY0337  DYNAMIC HT  -         261.900 (meters)     859.25  (feet)  COMP
 HY0337  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 HY0337
 HY0337  VERT ORDER  -  SECOND    CLASS 0
 HY0337
 HY0337.The horizontal coordinates were scaled from a topographic map and have
 HY0337.an estimated accuracy of +/- 6 seconds.
 HY0337
 HY0337.The orthometric height was determined by differential leveling
 HY0337.and adjusted by the National Geodetic Survey in June 1991..
 HY0337
 HY0337.The geoid height was determined by GEOID03.
 HY0337
 HY0337.The dynamic height is computed by dividing the NAVD 88
 HY0337.geopotential number by the normal gravity value computed on the
 HY0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0337.degrees latitude (g = 980.6199 gals.).
 HY0337
 HY0337.The modeled gravity was interpolated from observed gravity values.
 HY0337
 HY0337;                    North         East    Units  Estimated Accuracy
 HY0337;SPC OH S     -   107,360.      627,730.      MT  (+/- 180 meters Scaled)
 HY0337
 HY0337                          SUPERSEDED SURVEY CONTROL
 HY0337
 HY0337  NGVD 29 (??/??/92)  262.248  (m)          860.39   (f) ADJ UNCH    2 0
 HY0337
 HY0337.Superseded values are not recommended for survey control.
 HY0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0337.See file dsdata.txt to determine how the superseded data were derived.
 HY0337
 HY0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD977137(NAD 83)
 HY0337_MARKER: DB = BENCH MARK DISK
 HY0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0337_STAMPING: G 206 1958
 HY0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0337+STABILITY: SURFACE MOTION
 HY0337
 HY0337  HISTORY     - Date     Condition        Report By
 HY0337  HISTORY     - 1958     MONUMENTED       CGS
 HY0337  HISTORY     - 1976     GOOD             NGS
 HY0337
 HY0337                          STATION DESCRIPTION
 HY0337
 HY0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0337'4.2 MI E FROM ENO.
 HY0337'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 554 FROM THE JUNCTION
 HY0337'OF VINTON-ENO ROAD AT ENO, THENCE ABOUT 1.8 MILES SOUTHEAST ALONG
 HY0337'AFRICA ROAD, ABOUT 0.2 MILE WEST OF TOP OF GAP AND INTERSECTION
 HY0337'OF LITTLE KYGER ROAD, 329 FEET EAST OF CENTER OF JUNCTION TRIANGLE
 HY0337'OF AFRICA ROAD LEADING NORTHWEST AND GRAVEL ROADS LEADING SOUTH
 HY0337'AND EAST, 23 FEET NROTH OF CENTER LINE OF ROAD EAST, 43 FEET
 HY0337'WEST OF CENTER LINE OF A DRIVE NORTH TO AN ABANDONED HOUSE SITE,
 HY0337'91 FEET WEST OF CENTER OF A WELL WITH CONCRETE CURBING, 7 FEET
 HY0337'NORTHWEST OF A POWER POLE, ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD
 HY0337'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HY0337
 HY0337                          STATION RECOVERY (1976)
 HY0337
 HY0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0347 ***********************************************************************
 JY0347  DESIGNATION -  G 207
 JY0347  PID         -  JY0347
 JY0347  STATE/COUNTY-  OH/MEIGS
 JY0347  USGS QUAD   -  RUTLAND (1995)
 JY0347
 JY0347                         *CURRENT SURVEY CONTROL
 JY0347  ___________________________________________________________________
 JY0347* NAD 83(1986)-  39 02 22.     (N)    082 12 55.     (W)     SCALED    
 JY0347* NAVD 88     -       199.125  (meters)     653.30   (feet)  ADJUSTED  
 JY0347  ___________________________________________________________________
 JY0347  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 JY0347  DYNAMIC HT  -         198.999 (meters)     652.88  (feet)  COMP
 JY0347  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JY0347
 JY0347  VERT ORDER  -  SECOND    CLASS 0
 JY0347
 JY0347.The horizontal coordinates were scaled from a topographic map and have
 JY0347.an estimated accuracy of +/- 6 seconds.
 JY0347
 JY0347.The orthometric height was determined by differential leveling
 JY0347.and adjusted by the National Geodetic Survey in June 1991..
 JY0347
 JY0347.The geoid height was determined by GEOID03.
 JY0347
 JY0347.The dynamic height is computed by dividing the NAVD 88
 JY0347.geopotential number by the normal gravity value computed on the
 JY0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0347.degrees latitude (g = 980.6199 gals.).
 JY0347
 JY0347.The modeled gravity was interpolated from observed gravity values.
 JY0347
 JY0347;                    North         East    Units  Estimated Accuracy
 JY0347;SPC OH S     -   115,430.      624,650.      MT  (+/- 180 meters Scaled)
 JY0347
 JY0347                          SUPERSEDED SURVEY CONTROL
 JY0347
 JY0347  NGVD 29 (??/??/92)  199.313  (m)          653.91   (f) ADJ UNCH    2 0
 JY0347
 JY0347.Superseded values are not recommended for survey control.
 JY0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0347.See file dsdata.txt to determine how the superseded data were derived.
 JY0347
 JY0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD948218(NAD 83)
 JY0347_MARKER: DB = BENCH MARK DISK
 JY0347_SETTING: 66 = SET IN ROCK OUTCROP
 JY0347_SP_SET: LIMESTONE OUTCROP
 JY0347_STAMPING: G 207 1958
 JY0347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0347+STABILITY: POSITION/ELEVATION WELL
 JY0347
 JY0347  HISTORY     - Date     Condition        Report By
 JY0347  HISTORY     - 1958     MONUMENTED       CGS
 JY0347
 JY0347                          STATION DESCRIPTION
 JY0347
 JY0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0347'1.7 MI W FROM LANGSVILLE.
 JY0347'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 124 FROM THE BRIDGE
 JY0347'OVER LEADING CREEK AT LANGSVILLE, IN THE TRIANGLE FORMED BY
 JY0347'THE JUNCTION OF STATE HIGHWAYS 325 AND 124 AND A GRAVEL ROAD
 JY0347'LEADING SOUTH, 39 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 JY0347'HIGHWAY 124 AND AT OUTSIDE OF A CURVE, 13 1/2 FEET
 JY0347'SOUTH-SOUTHWEST OF TELEPHONE POLE L 1327-1, 116 1/2 FEET
 JY0347'NORTH-NORTHWEST OF THE CENTER OF A WOODEN BRIDGE UNDER JUNCTION
 JY0347'OF ROADS, ABOUT 20 FEET ABOVE THE BRIDGE FLOOR, IN THE TOP OF
 JY0347'THE SOUTH CORNER OF A 8 BY 3 BY 2 1/2 FOOT HIGH LIMESTONE OUTCROP
 JY0347'PROJECTING OUT OF HILLSIDE, AND ABOUT 4 FEET BELOW HIGHWAY 124.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1095 ***********************************************************************
 HY1095  DESIGNATION -  G 208
 HY1095  PID         -  HY1095
 HY1095  STATE/COUNTY-  OH/SCIOTO
 HY1095  USGS QUAD   -  NEW BOSTON (1975)
 HY1095
 HY1095                         *CURRENT SURVEY CONTROL
 HY1095  ___________________________________________________________________
 HY1095* NAD 83(1986)-  38 45 16.     (N)    082 54 42.     (W)     SCALED    
 HY1095* NAVD 88     -       164.332  (meters)     539.15   (feet)  ADJUSTED  
 HY1095  ___________________________________________________________________
 HY1095  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HY1095  DYNAMIC HT  -         164.228 (meters)     538.80  (feet)  COMP
 HY1095  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 HY1095
 HY1095  VERT ORDER  -  SECOND    CLASS 0
 HY1095
 HY1095.The horizontal coordinates were scaled from a topographic map and have
 HY1095.an estimated accuracy of +/- 6 seconds.
 HY1095
 HY1095.The orthometric height was determined by differential leveling
 HY1095.and adjusted by the National Geodetic Survey in June 1991..
 HY1095
 HY1095.The geoid height was determined by GEOID03.
 HY1095
 HY1095.The dynamic height is computed by dividing the NAVD 88
 HY1095.geopotential number by the normal gravity value computed on the
 HY1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1095.degrees latitude (g = 980.6199 gals.).
 HY1095
 HY1095.The modeled gravity was interpolated from observed gravity values.
 HY1095
 HY1095;                    North         East    Units  Estimated Accuracy
 HY1095;SPC OH S     -    83,840.      564,220.      MT  (+/- 180 meters Scaled)
 HY1095
 HY1095                          SUPERSEDED SURVEY CONTROL
 HY1095
 HY1095  NGVD 29 (??/??/92)  164.515  (m)          539.75   (f) ADJ UNCH    2 0
 HY1095
 HY1095.Superseded values are not recommended for survey control.
 HY1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1095.See file dsdata.txt to determine how the superseded data were derived.
 HY1095
 HY1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC338912(NAD 83)
 HY1095_MARKER: DB = BENCH MARK DISK
 HY1095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1095_SP_SET: FLOODWALL LEDGE
 HY1095_STAMPING: G 208 1958
 HY1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY1095+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 HY1095
 HY1095  HISTORY     - Date     Condition        Report By
 HY1095  HISTORY     - 1958     MONUMENTED       CGS
 HY1095  HISTORY     - 20050804 GOOD             WOOLPT
 HY1095
 HY1095                          STATION DESCRIPTION
 HY1095
 HY1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1095'1 MI SW FROM SCIOTOVILLE.
 HY1095'ABOUT 1.0 MILES SOUTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1095'FROM ITS CROSSING OF U.S. HIGHWAY 52 AT SCIOTOVILLE, ABOUT 0.2
 HY1095'MILE WEST OF MILE POST N 602, SET IN THE TOP OF LEDGE AT THE EAST
 HY1095'END OF THE FLOODWALL, 11 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 HY1095'TRACK OF THE N. AND W. RY., 7 1/2 FEET SOUTH OF THE SOUTH RAIL
 HY1095'OF THE MAIN TRACK OF THE BALTIMORE AND OHIO RAILROAD, ABOUT
 HY1095'LEVEL WITH THE N. AND W. RY. TRACK, ABOUT 2 1/2 FEET ABOVE THE
 HY1095'LEVEL OF THE B. AND O. RR. TRACK.
 HY1095
 HY1095                          STATION RECOVERY (2005)
 HY1095
 HY1095'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (DMU)
 HY1095'FROM THE INTERSECTION OF HARDING AVE (SR 335) AND GALLIA ST (OLD US
 HY1095'52) TRAVEL 0.1 MI +/- WEST ON GALLIA ST, TURN LEFT ONTO CONCRETE ROAD
 HY1095'UNDER THE US 52 OVERPASS, TURN RIGHT ONTO GRAVEL ROAD (OLD BALTIMORE
 HY1095'AND OHIO RAILROAD GRADE) RUNNING ALONG THE NORFOLK-SOUTHERN RAILROAD
 HY1095'TRACKS FOR 0.95 MI +/- TO STA ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1133 ***********************************************************************
 HY1133  DESIGNATION -  G 209
 HY1133  PID         -  HY1133
 HY1133  STATE/COUNTY-  OH/JACKSON
 HY1133  USGS QUAD   -  GALLIA (1975)
 HY1133
 HY1133                         *CURRENT SURVEY CONTROL
 HY1133  ___________________________________________________________________
 HY1133* NAD 83(1986)-  38 52 27.     (N)    082 35 24.     (W)     SCALED    
 HY1133* NAVD 88     -       210.363  (meters)     690.17   (feet)  ADJUSTED  
 HY1133  ___________________________________________________________________
 HY1133  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 HY1133  DYNAMIC HT  -         210.230 (meters)     689.73  (feet)  COMP
 HY1133  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 HY1133
 HY1133  VERT ORDER  -  SECOND    CLASS 0
 HY1133
 HY1133.The horizontal coordinates were scaled from a topographic map and have
 HY1133.an estimated accuracy of +/- 6 seconds.
 HY1133
 HY1133.The orthometric height was determined by differential leveling
 HY1133.and adjusted by the National Geodetic Survey in June 1991..
 HY1133
 HY1133.The geoid height was determined by GEOID03.
 HY1133
 HY1133.The dynamic height is computed by dividing the NAVD 88
 HY1133.geopotential number by the normal gravity value computed on the
 HY1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1133.degrees latitude (g = 980.6199 gals.).
 HY1133
 HY1133.The modeled gravity was interpolated from observed gravity values.
 HY1133
 HY1133;                    North         East    Units  Estimated Accuracy
 HY1133;SPC OH S     -    97,050.      592,190.      MT  (+/- 180 meters Scaled)
 HY1133
 HY1133                          SUPERSEDED SURVEY CONTROL
 HY1133
 HY1133  NGVD 29 (??/??/92)  210.545  (m)          690.76   (f) ADJ UNCH    2 0
 HY1133
 HY1133.Superseded values are not recommended for survey control.
 HY1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1133.See file dsdata.txt to determine how the superseded data were derived.
 HY1133
 HY1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD620040(NAD 83)
 HY1133_MARKER: DB = BENCH MARK DISK
 HY1133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1133_SP_SET: BRIDGE
 HY1133_STAMPING: G 209 1958
 HY1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1133
 HY1133  HISTORY     - Date     Condition        Report By
 HY1133  HISTORY     - 1958     MONUMENTED       CGS
 HY1133
 HY1133                          STATION DESCRIPTION
 HY1133
 HY1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1133'2 MI SW FROM OAK HILL.
 HY1133'ABOUT 1.95 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1133'FROM THE STATION AT OAK HILL, ABOUT 200 YARDS EAST AND ACROSS
 HY1133'AN OPEN FIELD FROM MILE POST P 29-H27, SET IN THE TOP OF THE
 HY1133'WEST END OF THE EAST WING WALL OF A 12-FOOT CONCRETE BRIDGE
 HY1133'UNDER STATE HIGHWAY 75, 16 FEET SOUTHEAST OF THE CENTER LINE
 HY1133'OF THE HIGHWAY, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1389 ***********************************************************************
 KZ1389  DESIGNATION -  G 21
 KZ1389  PID         -  KZ1389
 KZ1389  STATE/COUNTY-  OH/WYANDOT
 KZ1389  USGS QUAD   -  CAREY (1980)
 KZ1389
 KZ1389                         *CURRENT SURVEY CONTROL
 KZ1389  ___________________________________________________________________
 KZ1389* NAD 83(1995)-  40 57 22.59171(N)    083 22 41.33357(W)     ADJUSTED  
 KZ1389* NAVD 88     -       249.798  (meters)     819.55   (feet)  ADJUSTED  
 KZ1389  ___________________________________________________________________
 KZ1389  X           -     556,277.154 (meters)                     COMP
 KZ1389  Y           -  -4,791,756.127 (meters)                     COMP
 KZ1389  Z           -   4,158,897.917 (meters)                     COMP
 KZ1389  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 KZ1389  ELLIP HEIGHT-         214.53  (meters)          (10/07/05) GPS OBS
 KZ1389  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 KZ1389  DYNAMIC HT  -         249.681 (meters)     819.16  (feet)  COMP
 KZ1389  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 KZ1389
 KZ1389  HORZ ORDER  -  FIRST
 KZ1389  VERT ORDER  -  SECOND    CLASS 0
 KZ1389  ELLP ORDER  -  FOURTH    CLASS I
 KZ1389
 KZ1389.The horizontal coordinates were established by GPS observations
 KZ1389.and adjusted by the National Geodetic Survey in April 1998..
 KZ1389
 KZ1389.The orthometric height was determined by differential leveling
 KZ1389.and adjusted by the National Geodetic Survey in June 1991..
 KZ1389
 KZ1389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1389
 KZ1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1389
 KZ1389.The ellipsoidal height was determined by GPS observations
 KZ1389.and is referenced to NAD 83.
 KZ1389
 KZ1389.The geoid height was determined by GEOID03.
 KZ1389
 KZ1389.The dynamic height is computed by dividing the NAVD 88
 KZ1389.geopotential number by the normal gravity value computed on the
 KZ1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1389.degrees latitude (g = 980.6199 gals.).
 KZ1389
 KZ1389.The modeled gravity was interpolated from observed gravity values.
 KZ1389
 KZ1389;                    North         East     Units Scale Factor Converg.
 KZ1389;SPC OH N     -   143,577.795   526,073.643   MT  0.99994102   -0 34 36.8
 KZ1389;UTM  17      - 4,536,626.756   299,853.782   MT  1.00009306   -1 33 33.7
 KZ1389
 KZ1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1389!SPC OH N     -   0.99996635  x   0.99994102  =   0.99990737
 KZ1389!UTM  17      -   0.99996635  x   1.00009306  =   1.00005941
 KZ1389
 KZ1389                          SUPERSEDED SURVEY CONTROL
 KZ1389
 KZ1389  ELLIP H (04/01/98)  214.55   (m)                       GP(       ) 4 1
 KZ1389  NAD 83(1986)-  40 57 22.60082(N)    083 22 41.34558(W) AD(       ) 1
 KZ1389  NAD 83(1986)-  40 57 22.59593(N)    083 22 41.34491(W) AD(       ) 3
 KZ1389  NAD 27      -  40 57 22.40804(N)    083 22 41.63242(W) AD(       ) 3
 KZ1389  NAVD 88 (07/20/95)  249.80   (m)          819.6    (f) LEVELING    3  
 KZ1389  NGVD 29 (??/??/92)  249.924  (m)          819.96   (f) ADJ UNCH    2 0
 KZ1389
 KZ1389.Superseded values are not recommended for survey control.
 KZ1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1389.See file dsdata.txt to determine how the superseded data were derived.
 KZ1389
 KZ1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF9985436627(NAD 83)
 KZ1389_MARKER: DD = SURVEY DISK
 KZ1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1389_SP_SET: SQUARE CONCRETE MONUMENT
 KZ1389_STAMPING: G 21 1934
 KZ1389_MARK LOGO: CGS   
 KZ1389_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1389+STABILITY: SURFACE MOTION
 KZ1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1389+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1994
 KZ1389
 KZ1389  HISTORY     - Date     Condition        Report By
 KZ1389  HISTORY     - 1934     MONUMENTED       CGS
 KZ1389  HISTORY     - 1959     GOOD             NGS
 KZ1389  HISTORY     - 1986     GOOD             NGS
 KZ1389  HISTORY     - 19870918 GOOD
 KZ1389  HISTORY     - 19891212 GOOD             OHDT
 KZ1389  HISTORY     - 19900213 GOOD
 KZ1389  HISTORY     - 19940825 GOOD             OH-063
 KZ1389
 KZ1389                          STATION DESCRIPTION
 KZ1389
 KZ1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1389'AT CAREY.
 KZ1389'AT CAREY, WYANDOT COUNTY, ON THE CANTON AND YOUNGSTOWN RAILWAY,
 KZ1389'AT THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY, SECTION 16,
 KZ1389'T 1 S, R 13 E, 29.0 FEET SOUTH OF THE SOUTH RAIL OF THE A.C. AND
 KZ1389'Y. TRACK, 59.0 FEET WEST OF THE WEST RAIL OF THE C. AND O. TRACK,
 KZ1389'1.5 FEET LOWER THAN THE CROSSING, AND 4.9 FEET NORTHWEST OF A
 KZ1389'TELEPHONE POLE.  A STANDARD DISK, STAMPED G 21 1934 AND SET IN
 KZ1389'THE TOP OF A CONCRETE POST.
 KZ1389
 KZ1389                          STATION RECOVERY (1986)
 KZ1389
 KZ1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KZ1389'STATION IS LOCATED IN THE NORTHEAST SECTION OF CAREY, IN HIGH WEEDS
 KZ1389'IN AN OPEN AREA AT THE JUNCTION OF CHESSIE SYSTEM AND A CROSS TRACK.
 KZ1389'OWNERSHIP BALTIMORE AND OHIO RAILROAD.
 KZ1389'TO REACH FROM THE JUNCTION OF US HIGHWAY 23 AND STATE HIGHWAYS 103
 KZ1389'AND 199 IN CAREY, GO EAST ON HIGHWAYS 103 AND 199 FOR 0.15 MILE TO A
 KZ1389'CROSS STREET.  TURN LEFT, NORTHERLY, ON NORTH PATTERSON STREET FOR
 KZ1389'0.3 MILE TO A GRAVEL AREA ON THE LEFT JUST BEFORE CROSSING TRACKS.
 KZ1389'TURN LEFT, NORTHWEST, PARALLEL TO TRACKS, ACROSS GRAVEL AREA AND
 KZ1389'HIGH WEEDS FOR 0.05 MILE TO THE STATION NEXT TO A LONE UTILITY POLE.
 KZ1389'STATION MARK IS STANDARD CGS BENCH MARK DISK STAMPED --G 21 1934--,
 KZ1389'SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST FLUSH WITH THE
 KZ1389'GROUND.  IT IS 1.1 METERS NORTHWEST OF THE UTILITY POLE, 0.2 METER
 KZ1389'EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST, 8.8 METERS SOUTH OF
 KZ1389'SOUTH RAIL OF TRACK, 17.9 METERS SOUTHWEST OF THE JUNCTION OF THE
 KZ1389'SOUTH RAIL OF TRACK AND WEST RAIL OF CHESSIE TRACK, AND 17.6
 KZ1389'METERS NORTHEAST OF A SPRINKLER HOOKUP IN WALL OF LARGE
 KZ1389'BUILDING.
 KZ1389'DESCRIBED BY G R HEID.  TYPED BY JAMES MALONEY 9/09/87.
 KZ1389
 KZ1389                          STATION RECOVERY (1987)
 KZ1389
 KZ1389'RECOVERED 1987
 KZ1389'RECOVERED IN GOOD CONDITION.
 KZ1389
 KZ1389                          STATION RECOVERY (1989)
 KZ1389
 KZ1389'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 KZ1389'RECOVERED IN GOOD CONDITION.
 KZ1389
 KZ1389                          STATION RECOVERY (1990)
 KZ1389
 KZ1389'RECOVERED 1990
 KZ1389'RECOVERED IN GOOD CONDITION.
 KZ1389
 KZ1389                          STATION RECOVERY (1994)
 KZ1389
 KZ1389'RECOVERY NOTE BY HANCOCK COUNTY OHIO 1994 (TM)
 KZ1389'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1335 ***********************************************************************
 HY1335  DESIGNATION -  G 210
 HY1335  PID         -  HY1335
 HY1335  STATE/COUNTY-  OH/SCIOTO
 HY1335  USGS QUAD   -  GREENUP (1985)
 HY1335
 HY1335                         *CURRENT SURVEY CONTROL
 HY1335  ___________________________________________________________________
 HY1335* NAD 83(1986)-  38 37 24.     (N)    082 48 48.     (W)     SCALED    
 HY1335* NAVD 88     -       174.334  (meters)     571.96   (feet)  ADJUSTED  
 HY1335  ___________________________________________________________________
 HY1335  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY1335  DYNAMIC HT  -         174.223 (meters)     571.60  (feet)  COMP
 HY1335  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 HY1335
 HY1335  VERT ORDER  -  SECOND    CLASS 0
 HY1335
 HY1335.The horizontal coordinates were scaled from a topographic map and have
 HY1335.an estimated accuracy of +/- 6 seconds.
 HY1335
 HY1335.The orthometric height was determined by differential leveling
 HY1335.and adjusted by the National Geodetic Survey in June 1991..
 HY1335
 HY1335.The geoid height was determined by GEOID03.
 HY1335
 HY1335.The dynamic height is computed by dividing the NAVD 88
 HY1335.geopotential number by the normal gravity value computed on the
 HY1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1335.degrees latitude (g = 980.6199 gals.).
 HY1335
 HY1335.The modeled gravity was interpolated from observed gravity values.
 HY1335
 HY1335;                    North         East    Units  Estimated Accuracy
 HY1335;SPC OH S     -    69,250.      572,710.      MT  (+/- 180 meters Scaled)
 HY1335
 HY1335                          SUPERSEDED SURVEY CONTROL
 HY1335
 HY1335  NGVD 29 (??/??/92)  174.523  (m)          572.58   (f) ADJ UNCH    2 0
 HY1335
 HY1335.Superseded values are not recommended for survey control.
 HY1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1335.See file dsdata.txt to determine how the superseded data were derived.
 HY1335
 HY1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC421765(NAD 83)
 HY1335_MARKER: DB = BENCH MARK DISK
 HY1335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1335_SP_SET: BRIDGE
 HY1335_STAMPING: G 210 1958
 HY1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1335
 HY1335  HISTORY     - Date     Condition        Report By
 HY1335  HISTORY     - 1958     MONUMENTED       CGS
 HY1335  HISTORY     - 1974     GOOD             NGS
 HY1335
 HY1335                          STATION DESCRIPTION
 HY1335
 HY1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1335'3.9 MI SW FROM POWELLSVILLE.
 HY1335'ABOUT 0.05 MILES WEST ALONG STATE HIGHWAY 522 FROM THE
 HY1335'FREEWILL BAPTIST CHURCH AT POWELLSVILLE, THENCE 3.85 MILES
 HY1335'SOUTHWEST ALONG A BLACKTOP ROAD, ABOUT 140 YARDS WEST OF THE
 HY1335'JUNCTION OF A BLACKTOP ROAD NORTH, AT THE WEST EDGE OF JUNIOR
 HY1335'FURNACE, SET VERTICALLY IN THE WEST END OF THE BASE OF THE
 HY1335'NORTH GUARD RAIL OF A 45-FOOT CONCRETE BRIDGE, 12 FEET NORTH OF
 HY1335'THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD.
 HY1335'NOTE-- THE MARK MAY BE REACHED FROM FRANKLIN FURNACE, SCIOTO
 HY1335'COUNTY, BY GOING SOUTHEAST FOR 0.2 MILE ALONG U.S. HIGHWAY 52
 HY1335'FROM THE POST OFFICE, THENCE 1.75 MILES NORTHEAST ALONG A
 HY1335'BLACKTOP ROAD.
 HY1335
 HY1335                          STATION RECOVERY (1974)
 HY1335
 HY1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HY1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1347 ***********************************************************************
 HY1347  DESIGNATION -  G 211
 HY1347  PID         -  HY1347
 HY1347  STATE/COUNTY-  OH/LAWRENCE
 HY1347  USGS QUAD   -  PEDRO (1983)
 HY1347
 HY1347                         *CURRENT SURVEY CONTROL
 HY1347  ___________________________________________________________________
 HY1347* NAD 83(1986)-  38 40 39.     (N)    082 42 23.     (W)     SCALED    
 HY1347* NAVD 88     -       178.162  (meters)     584.52   (feet)  ADJUSTED  
 HY1347  ___________________________________________________________________
 HY1347  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HY1347  DYNAMIC HT  -         178.048 (meters)     584.15  (feet)  COMP
 HY1347  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 HY1347
 HY1347  VERT ORDER  -  SECOND    CLASS 0
 HY1347
 HY1347.The horizontal coordinates were scaled from a topographic map and have
 HY1347.an estimated accuracy of +/- 6 seconds.
 HY1347
 HY1347.The orthometric height was determined by differential leveling
 HY1347.and adjusted by the National Geodetic Survey in June 1991..
 HY1347
 HY1347.The geoid height was determined by GEOID03.
 HY1347
 HY1347.The dynamic height is computed by dividing the NAVD 88
 HY1347.geopotential number by the normal gravity value computed on the
 HY1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1347.degrees latitude (g = 980.6199 gals.).
 HY1347
 HY1347.The modeled gravity was interpolated from observed gravity values.
 HY1347
 HY1347;                    North         East    Units  Estimated Accuracy
 HY1347;SPC OH S     -    75,230.      582,040.      MT  (+/- 180 meters Scaled)
 HY1347
 HY1347                          SUPERSEDED SURVEY CONTROL
 HY1347
 HY1347  NGVD 29 (??/??/92)  178.347  (m)          585.13   (f) ADJ UNCH    2 0
 HY1347
 HY1347.Superseded values are not recommended for survey control.
 HY1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1347.See file dsdata.txt to determine how the superseded data were derived.
 HY1347
 HY1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC515823(NAD 83)
 HY1347_MARKER: DB = BENCH MARK DISK
 HY1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1347_SP_SET: ABUTMENT
 HY1347_STAMPING: G 211 1958
 HY1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1347
 HY1347  HISTORY     - Date     Condition        Report By
 HY1347  HISTORY     - 1958     MONUMENTED       CGS
 HY1347
 HY1347                          STATION DESCRIPTION
 HY1347
 HY1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1347'2.8 MI SW FROM CENTER STATION.
 HY1347'ABOUT 2.1 MILES SOUTHWEST ALONG BLACKTOP ROAD FROM THE MT. CALVARY
 HY1347'BAPTIST CHURCH AT CENTER STATION, THENCE 0.75 MILES WEST ALONG
 HY1347'STATE HIGHWAY 522, IN SECTION 31, T 3N, R 18W, ABOUT 100 YARDS
 HY1347'NORTHEAST OF A 90-FOOT BRIDGE OVER PINE CREEK, ABOUT 100 YARDS
 HY1347'NORTHWEST OF THE CROSSING OF HIGHWAY 522 AND THE DETROIT, TOLEDO
 HY1347'AND IRONTON RAILROAD, ABOUT 70 YARDS NORTH OF HIGHWAY 522, SET
 HY1347'IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF A 20-FOOT
 HY1347'BRIDGE UNDER THE ROAD NORTH, 9 FEET EAST OF THE CENTER LINE OF THE
 HY1347'ROAD NORTH, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.  NOTE-- THE
 HY1347'MARK MAY BE REACHED FROM POWELLSVILLE BY GOING EAST FOR 5.55
 HY1347'MILES ALONG STATE HIGHWAY 522 FROM THE FREEWILL BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1220 ***********************************************************************
 HY1220  DESIGNATION -  G 212
 HY1220  PID         -  HY1220
 HY1220  STATE/COUNTY-  OH/LAWRENCE
 HY1220  USGS QUAD   -  PEDRO (1983)
 HY1220
 HY1220                         *CURRENT SURVEY CONTROL
 HY1220  ___________________________________________________________________
 HY1220* NAD 83(1986)-  38 37 56.     (N)    082 38 22.     (W)     SCALED    
 HY1220* NAVD 88     -       220.768  (meters)     724.30   (feet)  ADJUSTED  
 HY1220  ___________________________________________________________________
 HY1220  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 HY1220  DYNAMIC HT  -         220.627 (meters)     723.84  (feet)  COMP
 HY1220  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 HY1220
 HY1220  VERT ORDER  -  SECOND    CLASS 0
 HY1220
 HY1220.The horizontal coordinates were scaled from a topographic map and have
 HY1220.an estimated accuracy of +/- 6 seconds.
 HY1220
 HY1220.The orthometric height was determined by differential leveling
 HY1220.and adjusted by the National Geodetic Survey in June 1991..
 HY1220
 HY1220.The geoid height was determined by GEOID03.
 HY1220
 HY1220.The dynamic height is computed by dividing the NAVD 88
 HY1220.geopotential number by the normal gravity value computed on the
 HY1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1220.degrees latitude (g = 980.6199 gals.).
 HY1220
 HY1220.The modeled gravity was interpolated from observed gravity values.
 HY1220
 HY1220;                    North         East    Units  Estimated Accuracy
 HY1220;SPC OH S     -    70,200.      587,860.      MT  (+/- 180 meters Scaled)
 HY1220
 HY1220                          SUPERSEDED SURVEY CONTROL
 HY1220
 HY1220  NGVD 29 (??/??/92)  220.955  (m)          724.92   (f) ADJ UNCH    2 0
 HY1220
 HY1220.Superseded values are not recommended for survey control.
 HY1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1220.See file dsdata.txt to determine how the superseded data were derived.
 HY1220
 HY1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC573772(NAD 83)
 HY1220_MARKER: DB = BENCH MARK DISK
 HY1220_SETTING: 66 = SET IN ROCK OUTCROP
 HY1220_SP_SET: ROCK OUTCROP
 HY1220_STAMPING: G 212 1958
 HY1220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1220+STABILITY: POSITION/ELEVATION WELL
 HY1220
 HY1220  HISTORY     - Date     Condition        Report By
 HY1220  HISTORY     - 1958     MONUMENTED       CGS
 HY1220
 HY1220                          STATION DESCRIPTION
 HY1220
 HY1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1220'1.8 MI SE FROM PEDRO.
 HY1220'ABOUT 0.5 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE WEST
 HY1220'DRIVE TO THE SCHOOL AT PEDRO, THENCE 1.3 MILES EAST ALONG A
 HY1220'BLACKTOP ROAD, IN SECTION 15, T 2N, R 18W, ON THE SOUTH SLOPE
 HY1220'OF A HILL, SET VERTICALLY IN THE SOUTH FACE AND AT THE EAST END
 HY1220'OF A HUGE ROCK BLUFF NORTH OF THE ROAD, 37 FEET NORTH OF THE
 HY1220'CENTER LINE OF THE ROAD, 4 FEET WEST OF THE EAST END OF THE
 HY1220'ROCK, 2 FEET ABOVE THE LEVEL OF THE GROUND, ABOUT LEVEL WITH THE
 HY1220'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0980 ***********************************************************************
 HY0980  DESIGNATION -  G 213
 HY0980  PID         -  HY0980
 HY0980  STATE/COUNTY-  OH/LAWRENCE
 HY0980  USGS QUAD   -  CATLETTSBURG (1985)
 HY0980
 HY0980                         *CURRENT SURVEY CONTROL
 HY0980  ___________________________________________________________________
 HY0980* NAD 83(1986)-  38 28 38.     (N)    082 34 00.     (W)     SCALED    
 HY0980* NAVD 88     -       194.061  (meters)     636.68   (feet)  ADJUSTED  
 HY0980  ___________________________________________________________________
 HY0980  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HY0980  DYNAMIC HT  -         193.932 (meters)     636.26  (feet)  COMP
 HY0980  MODELED GRAV-     979,963.5   (mgal)                       NAVD 88
 HY0980
 HY0980  VERT ORDER  -  SECOND    CLASS 0
 HY0980
 HY0980.The horizontal coordinates were scaled from a topographic map and have
 HY0980.an estimated accuracy of +/- 6 seconds.
 HY0980
 HY0980.The orthometric height was determined by differential leveling
 HY0980.and adjusted by the National Geodetic Survey in June 1991..
 HY0980
 HY0980.The geoid height was determined by GEOID03.
 HY0980
 HY0980.The dynamic height is computed by dividing the NAVD 88
 HY0980.geopotential number by the normal gravity value computed on the
 HY0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0980.degrees latitude (g = 980.6199 gals.).
 HY0980
 HY0980.The modeled gravity was interpolated from observed gravity values.
 HY0980
 HY0980;                    North         East    Units  Estimated Accuracy
 HY0980;SPC OH S     -    52,980.      594,180.      MT  (+/- 180 meters Scaled)
 HY0980
 HY0980                          SUPERSEDED SURVEY CONTROL
 HY0980
 HY0980  NGVD 29 (??/??/92)  194.247  (m)          637.29   (f) ADJ UNCH    2 0
 HY0980
 HY0980.Superseded values are not recommended for survey control.
 HY0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0980.See file dsdata.txt to determine how the superseded data were derived.
 HY0980
 HY0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC633599(NAD 83)
 HY0980_MARKER: DB = BENCH MARK DISK
 HY0980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0980_SP_SET: CULVERT
 HY0980_STAMPING: G 213 1958
 HY0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0980
 HY0980  HISTORY     - Date     Condition        Report By
 HY0980  HISTORY     - 1958     MONUMENTED       CGS
 HY0980
 HY0980                          STATION DESCRIPTION
 HY0980
 HY0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0980'5.1 MI E FROM COAL GROVE.
 HY0980'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY 52 FROM THE OHIO RIVER
 HY0980'BRIDGE AT COAL GROVE, THENCE 2.35 MILES EAST ALONG A BLACKTOP
 HY0980'ROAD, THENCE 0.85 MILES NORTH ALONG A GRAVEL ROAD, IN SECTION
 HY0980'16, T 1N, R 17W, ABOUT 0.1 MILE NORTH OF A 20-FOOT BRIDGE, ABOUT
 HY0980'30 YARDS NORTH OF THE JUNCTION OF THE SOUTH DRIVE TO A LARGE
 HY0980'TWO-STORY WHITE HOUSE WEST OF THE ROAD, SET IN THE TOP OF THE
 HY0980'WINGWALL AT THE SOUTHWEST CORNER OF A 6-FOOT CONCRETE BOX CULVERT,
 HY0980'12 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET WEST
 HY0980'OF THE WEST EDGE OF THE WEST HEADWALL, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0178 ***********************************************************************
 HY0178  DESIGNATION -  G 214
 HY0178  PID         -  HY0178
 HY0178  STATE/COUNTY-  OH/LAWRENCE
 HY0178  USGS QUAD   -  WATERLOO (1988)
 HY0178
 HY0178                         *CURRENT SURVEY CONTROL
 HY0178  ___________________________________________________________________
 HY0178* NAD 83(1986)-  38 38 40.     (N)    082 27 27.     (W)     SCALED    
 HY0178* NAVD 88     -       184.755  (meters)     606.15   (feet)  ADJUSTED  
 HY0178  ___________________________________________________________________
 HY0178  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 HY0178  DYNAMIC HT  -         184.634 (meters)     605.75  (feet)  COMP
 HY0178  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 HY0178
 HY0178  VERT ORDER  -  SECOND    CLASS 0
 HY0178
 HY0178.The horizontal coordinates were scaled from a topographic map and have
 HY0178.an estimated accuracy of +/- 6 seconds.
 HY0178
 HY0178.The orthometric height was determined by differential leveling
 HY0178.and adjusted by the National Geodetic Survey in June 1991..
 HY0178
 HY0178.The geoid height was determined by GEOID03.
 HY0178
 HY0178.The dynamic height is computed by dividing the NAVD 88
 HY0178.geopotential number by the normal gravity value computed on the
 HY0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0178.degrees latitude (g = 980.6199 gals.).
 HY0178
 HY0178.The modeled gravity was interpolated from observed gravity values.
 HY0178
 HY0178;                    North         East    Units  Estimated Accuracy
 HY0178;SPC OH S     -    71,540.      603,700.      MT  (+/- 180 meters Scaled)
 HY0178
 HY0178                          SUPERSEDED SURVEY CONTROL
 HY0178
 HY0178  NGVD 29 (??/??/92)  184.940  (m)          606.76   (f) ADJ UNCH    2 0
 HY0178
 HY0178.Superseded values are not recommended for survey control.
 HY0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0178.See file dsdata.txt to determine how the superseded data were derived.
 HY0178
 HY0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC731783(NAD 83)
 HY0178_MARKER: DB = BENCH MARK DISK
 HY0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0178_SP_SET: ABUTMENT
 HY0178_STAMPING: G 214 1958
 HY0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0178
 HY0178  HISTORY     - Date     Condition        Report By
 HY0178  HISTORY     - 1958     MONUMENTED       CGS
 HY0178
 HY0178                          STATION DESCRIPTION
 HY0178
 HY0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0178'1.2 MI NW FROM WILGUS.
 HY0178'ABOUT 1.25 MILES NORTHWEST ALONG STATE HIGHWAY 141 FROM ITS
 HY0178'JUNCTION WITH STATE HIGHWAY 775 AT WILGUS, IN SECTION 17 OR 18,
 HY0178'T 3 N, R 16 W, SET IN THE TOP OF THE EAST END OF THE SOUTH
 HY0178'ABUTMENT OF A 100-FOOT BRIDGE OVER LONG CREEK, 19 FEET EAST
 HY0178'OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET WEST OF THE EAST
 HY0178'END OF THE ABUTMENT, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1303 ***********************************************************************
 HY1303  DESIGNATION -  G 215
 HY1303  PID         -  HY1303
 HY1303  STATE/COUNTY-  OH/SCIOTO
 HY1303  USGS QUAD   -  MINFORD (1990)
 HY1303
 HY1303                         *CURRENT SURVEY CONTROL
 HY1303  ___________________________________________________________________
 HY1303* NAD 83(1986)-  38 50 19.     (N)    082 50 15.     (W)     SCALED    
 HY1303* NAVD 88     -       204.496  (meters)     670.92   (feet)  ADJUSTED  
 HY1303  ___________________________________________________________________
 HY1303  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY1303  DYNAMIC HT  -         204.366 (meters)     670.49  (feet)  COMP
 HY1303  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 HY1303
 HY1303  VERT ORDER  -  SECOND    CLASS 0
 HY1303
 HY1303.This mark is at Greater Portsmouth Regional Airport (PMH)
 HY1303
 HY1303.The horizontal coordinates were scaled from a topographic map and have
 HY1303.an estimated accuracy of +/- 6 seconds.
 HY1303
 HY1303.The orthometric height was determined by differential leveling
 HY1303.and adjusted by the National Geodetic Survey in June 1991..
 HY1303
 HY1303.The geoid height was determined by GEOID03.
 HY1303
 HY1303.The dynamic height is computed by dividing the NAVD 88
 HY1303.geopotential number by the normal gravity value computed on the
 HY1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1303.degrees latitude (g = 980.6199 gals.).
 HY1303
 HY1303.The modeled gravity was interpolated from observed gravity values.
 HY1303
 HY1303;                    North         East    Units  Estimated Accuracy
 HY1303;SPC OH S     -    93,150.      570,700.      MT  (+/- 180 meters Scaled)
 HY1303
 HY1303                          SUPERSEDED SURVEY CONTROL
 HY1303
 HY1303  NGVD 29 (??/??/92)  204.679  (m)          671.52   (f) ADJ UNCH    2 0
 HY1303
 HY1303.Superseded values are not recommended for survey control.
 HY1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1303.See file dsdata.txt to determine how the superseded data were derived.
 HY1303
 HY1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD405004(NAD 83)
 HY1303_MARKER: DB = BENCH MARK DISK
 HY1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1303_STAMPING: G 215 1958
 HY1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1303+STABILITY: SURFACE MOTION
 HY1303
 HY1303  HISTORY     - Date     Condition        Report By
 HY1303  HISTORY     - 1958     MONUMENTED       CGS
 HY1303  HISTORY     - 1977     GOOD             LOCENG
 HY1303
 HY1303                          STATION DESCRIPTION
 HY1303
 HY1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1303'2.6 MI SE FROM MINFORD.
 HY1303'ABOUT 0.6 MILES SOUTH ALONG STATE HIGHWAY 335 FROM ITS CROSSING
 HY1303'OF STATE HIGHWAY 139 AT MINFORD, THENCE 1.75 MILES SOUTHEAST
 HY1303'ALONG BLACKTOP ROAD, THENCE 0.2 MILES NORTH ALONG A GRAVEL
 HY1303'ROAD, IN SECTION 10, T 4N, R 20W, AT THE KNORE AIRPORT, AT THE
 HY1303'SOUTHWEST CORNER OF THE SOUTH WING OF THE NORTH HANGER, 32
 HY1303'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 51 FEET NORTHWEST
 HY1303'OF THE NORTHWEST CORNER OF THE COMBINATION ADMINISTRATION BUILDING
 HY1303'AND HANGER, 2 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE NORTH
 HY1303'HANGER, 26 1/2 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER,
 HY1303'1 1/2 FEET SOUTH OF THE SOUTH WALL OF THE NORTH HANGER, ABOUT
 HY1303'3 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 HY1303'POST PROJECTING 4 INCHES.
 HY1303
 HY1303                          STATION RECOVERY (1977)
 HY1303
 HY1303'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HY1303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1151 ***********************************************************************
 HY1151  DESIGNATION -  G 216
 HY1151  PID         -  HY1151
 HY1151  STATE/COUNTY-  OH/SCIOTO
 HY1151  USGS QUAD   -  LUCASVILLE (1975)
 HY1151
 HY1151                         *CURRENT SURVEY CONTROL
 HY1151  ___________________________________________________________________
 HY1151* NAD 83(1986)-  38 57 09.     (N)    082 58 46.     (W)     SCALED    
 HY1151* NAVD 88     -       199.989  (meters)     656.13   (feet)  ADJUSTED  
 HY1151  ___________________________________________________________________
 HY1151  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HY1151  DYNAMIC HT  -         199.866 (meters)     655.73  (feet)  COMP
 HY1151  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 HY1151
 HY1151  VERT ORDER  -  SECOND    CLASS 0
 HY1151
 HY1151.The horizontal coordinates were scaled from a topographic map and have
 HY1151.an estimated accuracy of +/- 6 seconds.
 HY1151
 HY1151.The orthometric height was determined by differential leveling
 HY1151.and adjusted by the National Geodetic Survey in June 1991..
 HY1151
 HY1151.The geoid height was determined by GEOID03.
 HY1151
 HY1151.The dynamic height is computed by dividing the NAVD 88
 HY1151.geopotential number by the normal gravity value computed on the
 HY1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1151.degrees latitude (g = 980.6199 gals.).
 HY1151
 HY1151.The modeled gravity was interpolated from observed gravity values.
 HY1151
 HY1151;                    North         East    Units  Estimated Accuracy
 HY1151;SPC OH S     -   105,850.      558,440.      MT  (+/- 180 meters Scaled)
 HY1151
 HY1151                          SUPERSEDED SURVEY CONTROL
 HY1151
 HY1151  NGVD 29 (??/??/92)  200.165  (m)          656.71   (f) ADJ UNCH    2 0
 HY1151
 HY1151.Superseded values are not recommended for survey control.
 HY1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1151.See file dsdata.txt to determine how the superseded data were derived.
 HY1151
 HY1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD284133(NAD 83)
 HY1151_MARKER: DB = BENCH MARK DISK
 HY1151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1151_SP_SET: BRIDGE
 HY1151_STAMPING: G 216 1958
 HY1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1151
 HY1151  HISTORY     - Date     Condition        Report By
 HY1151  HISTORY     - 1958     MONUMENTED       CGS
 HY1151
 HY1151                          STATION DESCRIPTION
 HY1151
 HY1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1151'6 MI SE FROM WAKEFIELD.
 HY1151'ABOUT 3.05 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1151'FROM THE STATION AT WAKEFIELD, THENCE 2.95 MILES EAST ALONG A
 HY1151'BLACKTOP ROAD, IN SECTION 5, T 5N, R 21W, AT STRINGTOWN, AT A
 HY1151'JUNCTION OF A BLACKTOP ROAD NORTHWEST, SET IN THE TOP OF THE
 HY1151'WINGWALL AT THE SOUTH CORNER OF A 15-FOOT CONCRETE BRIDGE, 12
 HY1151'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 33 FEET EAST OF
 HY1151'THE CENTERLINE OF THE JUNCTION OF ROAD NORTHWEST, 1 FOOT SOUTHEAST
 HY1151'OF THE SOUTHWEST END OF THE SOUTHEAST GUARD RAIL, ABOUT 1 FOOT
 HY1151'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0610 ***********************************************************************
 JY0610  DESIGNATION -  G 217
 JY0610  PID         -  JY0610
 JY0610  STATE/COUNTY-  OH/PIKE
 JY0610  USGS QUAD   -  WAVERLY SOUTH (1992)
 JY0610
 JY0610                         *CURRENT SURVEY CONTROL
 JY0610  ___________________________________________________________________
 JY0610* NAD 83(1986)-  39 03 12.     (N)    082 56 03.     (W)     SCALED    
 JY0610* NAVD 88     -       206.660  (meters)     678.02   (feet)  ADJUSTED  
 JY0610  ___________________________________________________________________
 JY0610  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JY0610  DYNAMIC HT  -         206.533 (meters)     677.60  (feet)  COMP
 JY0610  MODELED GRAV-     980,006.9   (mgal)                       NAVD 88
 JY0610
 JY0610  VERT ORDER  -  SECOND    CLASS 0
 JY0610
 JY0610.The horizontal coordinates were scaled from a topographic map and have
 JY0610.an estimated accuracy of +/- 6 seconds.
 JY0610
 JY0610.The orthometric height was determined by differential leveling
 JY0610.and adjusted by the National Geodetic Survey in June 1991..
 JY0610
 JY0610.The geoid height was determined by GEOID03.
 JY0610
 JY0610.The dynamic height is computed by dividing the NAVD 88
 JY0610.geopotential number by the normal gravity value computed on the
 JY0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0610.degrees latitude (g = 980.6199 gals.).
 JY0610
 JY0610.The modeled gravity was interpolated from observed gravity values.
 JY0610
 JY0610;                    North         East    Units  Estimated Accuracy
 JY0610;SPC OH S     -   117,020.      562,420.      MT  (+/- 180 meters Scaled)
 JY0610
 JY0610                          SUPERSEDED SURVEY CONTROL
 JY0610
 JY0610  NGVD 29 (??/??/92)  206.825  (m)          678.56   (f) ADJ UNCH    2 0
 JY0610
 JY0610.Superseded values are not recommended for survey control.
 JY0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0610.See file dsdata.txt to determine how the superseded data were derived.
 JY0610
 JY0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD326244(NAD 83)
 JY0610_MARKER: DB = BENCH MARK DISK
 JY0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0610_SP_SET: ABUTMENT
 JY0610_STAMPING: G 217 1958
 JY0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0610
 JY0610  HISTORY     - Date     Condition        Report By
 JY0610  HISTORY     - 1958     MONUMENTED       CGS
 JY0610
 JY0610                          STATION DESCRIPTION
 JY0610
 JY0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0610'AT GIVENS.
 JY0610'AT GIVENS, ALONG STATE HIGHWAY 124, AT THE OVERPASS OF HIGHWAY
 JY0610'OVER THE CHESAPEAKE AND OHIO RAILWAY, IN THE TOP OF NORTHWEST
 JY0610'END OF THE SOUTHWEST ABUTMENT OF OVERPASS, 17 1/2 FEET NORTHWEST
 JY0610'OF CENTER LINE OF HIGHWAY, 9 FEET SOUTHEAST OF NORTHWEST END
 JY0610'OF ABUTMENT, 1 1/2 FEET WEST OF SOUTHWEST END OF NORTHWEST GUARD
 JY0610'RAIL AND 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0563 ***********************************************************************
 JY0563  DESIGNATION -  G 218
 JY0563  PID         -  JY0563
 JY0563  STATE/COUNTY-  OH/ROSS
 JY0563  USGS QUAD   -  RICHMOND DALE (1992)
 JY0563
 JY0563                         *CURRENT SURVEY CONTROL
 JY0563  ___________________________________________________________________
 JY0563* NAD 83(1986)-  39 14 49.     (N)    082 47 31.     (W)     SCALED    
 JY0563* NAVD 88     -       186.453  (meters)     611.72   (feet)  ADJUSTED  
 JY0563  ___________________________________________________________________
 JY0563  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JY0563  DYNAMIC HT  -         186.339 (meters)     611.35  (feet)  COMP
 JY0563  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 JY0563
 JY0563  VERT ORDER  -  SECOND    CLASS 0
 JY0563
 JY0563.The horizontal coordinates were scaled from a topographic map and have
 JY0563.an estimated accuracy of +/- 6 seconds.
 JY0563
 JY0563.The orthometric height was determined by differential leveling
 JY0563.and adjusted by the National Geodetic Survey in June 1991..
 JY0563
 JY0563.The geoid height was determined by GEOID03.
 JY0563
 JY0563.The dynamic height is computed by dividing the NAVD 88
 JY0563.geopotential number by the normal gravity value computed on the
 JY0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0563.degrees latitude (g = 980.6199 gals.).
 JY0563
 JY0563.The modeled gravity was interpolated from observed gravity values.
 JY0563
 JY0563;                    North         East    Units  Estimated Accuracy
 JY0563;SPC OH S     -   138,470.      574,800.      MT  (+/- 180 meters Scaled)
 JY0563
 JY0563                          SUPERSEDED SURVEY CONTROL
 JY0563
 JY0563  NGVD 29 (??/??/92)  186.624  (m)          612.28   (f) ADJ UNCH    2 0
 JY0563
 JY0563.Superseded values are not recommended for survey control.
 JY0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0563.See file dsdata.txt to determine how the superseded data were derived.
 JY0563
 JY0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD453457(NAD 83)
 JY0563_MARKER: DB = BENCH MARK DISK
 JY0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0563_SP_SET: ABUTMENT
 JY0563_STAMPING: G 218 1958
 JY0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0563
 JY0563  HISTORY     - Date     Condition        Report By
 JY0563  HISTORY     - 1958     MONUMENTED       CGS
 JY0563  HISTORY     - 20050411 GOOD             GEOCAC
 JY0563
 JY0563                          STATION DESCRIPTION
 JY0563
 JY0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0563'AT VIGO.
 JY0563'AT VIGO, ABOUT 0.1 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO
 JY0563'RAILROAD FROM THE ROAD CROSSING, NEAR MILEAGE POLE NO. 109+40,
 JY0563'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST STONE ABUTMENT
 JY0563'OF A 20-FOOT BRIDGE OVER A SMALL STREAM, 20 FEET SOUTHWEST OF
 JY0563'SOUTHWEST RAIL, 1 1/2 FEET SOUTHWEST OF WEST CORNER OF SOUTHWEST
 JY0563'CONCRETE RETAINING WALL AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
 JY0563
 JY0563                          STATION RECOVERY (2005)
 JY0563
 JY0563'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0563'WAAS CORRECTED NAD83 HANDHELD GPS COORDINATES  39 14 47.9 (N) 82 47
 JY0563'30.5 (W)
 JY0563' 
 JY0563'RAILROAD TRACKS HAVE BEEN REMOVED.  PROPERTY HAS BEEN SOLD TO A
 JY0563'PRIVATE OWNER.  BRIDGE AND ABUTMENTS REMAIN INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0565 ***********************************************************************
 JY0565  DESIGNATION -  G 219
 JY0565  PID         -  JY0565
 JY0565  STATE/COUNTY-  OH/PIKE
 JY0565  USGS QUAD   -  WAVERLY NORTH (1992)
 JY0565
 JY0565                         *CURRENT SURVEY CONTROL
 JY0565  ___________________________________________________________________
 JY0565* NAD 83(1986)-  39 08 00.     (N)    082 54 04.     (W)     SCALED    
 JY0565* NAVD 88     -       176.443  (meters)     578.88   (feet)  ADJUSTED  
 JY0565  ___________________________________________________________________
 JY0565  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JY0565  DYNAMIC HT  -         176.335 (meters)     578.53  (feet)  COMP
 JY0565  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 JY0565
 JY0565  VERT ORDER  -  SECOND    CLASS 0
 JY0565
 JY0565.The horizontal coordinates were scaled from a topographic map and have
 JY0565.an estimated accuracy of +/- 6 seconds.
 JY0565
 JY0565.The orthometric height was determined by differential leveling
 JY0565.and adjusted by the National Geodetic Survey in June 1991..
 JY0565
 JY0565.The geoid height was determined by GEOID03.
 JY0565
 JY0565.The dynamic height is computed by dividing the NAVD 88
 JY0565.geopotential number by the normal gravity value computed on the
 JY0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0565.degrees latitude (g = 980.6199 gals.).
 JY0565
 JY0565.The modeled gravity was interpolated from observed gravity values.
 JY0565
 JY0565;                    North         East    Units  Estimated Accuracy
 JY0565;SPC OH S     -   125,890.      565,320.      MT  (+/- 180 meters Scaled)
 JY0565
 JY0565                          SUPERSEDED SURVEY CONTROL
 JY0565
 JY0565  NGVD 29 (??/??/92)  176.603  (m)          579.40   (f) ADJ UNCH    2 0
 JY0565
 JY0565.Superseded values are not recommended for survey control.
 JY0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0565.See file dsdata.txt to determine how the superseded data were derived.
 JY0565
 JY0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD356332(NAD 83)
 JY0565_MARKER: DB = BENCH MARK DISK
 JY0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0565_SP_SET: ABUTMENT
 JY0565_STAMPING: G 219 1958
 JY0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0565
 JY0565  HISTORY     - Date     Condition        Report By
 JY0565  HISTORY     - 1958     MONUMENTED       CGS
 JY0565
 JY0565                          STATION DESCRIPTION
 JY0565
 JY0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0565'2 MI SE FROM OMEGA.
 JY0565'ABOUT 1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 335 FROM THE
 JY0565'CROSSING OF THE NORFOLK AND WESTERN RAILWAY AT OMEGA, AT THE
 JY0565'OVERPASS OF THE CHESAPEAKE AND OHIO RAILWAY OVER THE HIGHWAY, SET
 JY0565'VERTICALLY IN THE WEST FACE OF THE NORTH END OF THE EAST ABUTMENT
 JY0565'OF OVERPASS, 12 FEET EAST OF CENTER LINE OF HIGHWAY, 1 FOOT SOUTH
 JY0565'OF NORTH END OF ABUTMENT AND 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1001 ***********************************************************************
 KZ1001  DESIGNATION -  G 22
 KZ1001  PID         -  KZ1001
 KZ1001  STATE/COUNTY-  OH/CRAWFORD
 KZ1001  USGS QUAD   -  CHATFIELD (1981)
 KZ1001
 KZ1001                         *CURRENT SURVEY CONTROL
 KZ1001  ___________________________________________________________________
 KZ1001* NAD 83(1986)-  40 57 29.     (N)    082 52 52.     (W)     SCALED    
 KZ1001* NAVD 88     -       301.010  (meters)     987.56   (feet)  ADJUSTED  
 KZ1001  ___________________________________________________________________
 KZ1001  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 KZ1001  DYNAMIC HT  -         300.868 (meters)     987.10  (feet)  COMP
 KZ1001  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 KZ1001
 KZ1001  VERT ORDER  -  SECOND    CLASS 0
 KZ1001
 KZ1001.The horizontal coordinates were scaled from a topographic map and have
 KZ1001.an estimated accuracy of +/- 6 seconds.
 KZ1001
 KZ1001.The orthometric height was determined by differential leveling
 KZ1001.and adjusted by the National Geodetic Survey in June 1991..
 KZ1001
 KZ1001.The geoid height was determined by GEOID03.
 KZ1001
 KZ1001.The dynamic height is computed by dividing the NAVD 88
 KZ1001.geopotential number by the normal gravity value computed on the
 KZ1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1001.degrees latitude (g = 980.6199 gals.).
 KZ1001
 KZ1001.The modeled gravity was interpolated from observed gravity values.
 KZ1001
 KZ1001;                    North         East    Units  Estimated Accuracy
 KZ1001;SPC OH N     -   143,470.      567,920.      MT  (+/- 180 meters Scaled)
 KZ1001
 KZ1001                          SUPERSEDED SURVEY CONTROL
 KZ1001
 KZ1001  NGVD 29 (??/??/92)  301.146  (m)          988.01   (f) ADJ UNCH    2 0
 KZ1001
 KZ1001.Superseded values are not recommended for survey control.
 KZ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1001.See file dsdata.txt to determine how the superseded data were derived.
 KZ1001
 KZ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF416358(NAD 83)
 KZ1001_MARKER: DB = BENCH MARK DISK
 KZ1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1001_STAMPING: G 22 1934
 KZ1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1001+STABILITY: SURFACE MOTION
 KZ1001
 KZ1001  HISTORY     - Date     Condition        Report By
 KZ1001  HISTORY     - 1934     MONUMENTED       CGS
 KZ1001  HISTORY     - 1959     GOOD             NGS
 KZ1001  HISTORY     - 1987     GOOD             OHDT
 KZ1001
 KZ1001                          STATION DESCRIPTION
 KZ1001
 KZ1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1001'1.4 MI W FROM NEW WASHINGTON.
 KZ1001'1.4 MILES WEST ALONG THE AKRON, CANTON AND YOUNGSTOWN RAILROAD
 KZ1001'FROM THE STATION AT NEW WASHINGTON, CRAWFORD COUNTY, AT A PRIVATE
 KZ1001'DIRT-ROAD CROSSING, 35.0 FEET NORTHEAST OF THE INTERSECTION OF
 KZ1001'THE NORTH RAIL WITH THE CENTERLINE OF THE ROAD, 21.6 FEET EAST OF
 KZ1001'THE CENTERLINE OF THE ROAD, 27.3 FEET NORTH OF THE NORTH RAIL, 2.0
 KZ1001'FEET SOUTH OF A FENCE LINE, AND 4.0 FEET LOWER THAN THE TOP OF THE
 KZ1001'RAIL.  A STANDARD DISK, STAMPED G 22 1934 AND SET IN THE TOP OF A
 KZ1001'CONCRETE POST.  NOTE-- THIS MARK IS ALSO 310 FEET WEST AND 110
 KZ1001'FEET SOUTH OF A T-ROAD LEADING EAST.
 KZ1001
 KZ1001                          STATION RECOVERY (1987)
 KZ1001
 KZ1001'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0627 ***********************************************************************
 JY0627  DESIGNATION -  G 220
 JY0627  PID         -  JY0627
 JY0627  STATE/COUNTY-  OH/JACKSON
 JY0627  USGS QUAD   -  JACKSON (1995)
 JY0627
 JY0627                         *CURRENT SURVEY CONTROL
 JY0627  ___________________________________________________________________
 JY0627* NAD 83(1986)-  39 03 41.     (N)    082 42 17.     (W)     SCALED    
 JY0627* NAVD 88     -       201.783  (meters)     662.02   (feet)  ADJUSTED  
 JY0627  ___________________________________________________________________
 JY0627  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JY0627  DYNAMIC HT  -         201.655 (meters)     661.60  (feet)  COMP
 JY0627  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JY0627
 JY0627  VERT ORDER  -  SECOND    CLASS 0
 JY0627
 JY0627.The horizontal coordinates were scaled from a topographic map and have
 JY0627.an estimated accuracy of +/- 6 seconds.
 JY0627
 JY0627.The orthometric height was determined by differential leveling
 JY0627.and adjusted by the National Geodetic Survey in June 1991..
 JY0627
 JY0627.The geoid height was determined by GEOID03.
 JY0627
 JY0627.The dynamic height is computed by dividing the NAVD 88
 JY0627.geopotential number by the normal gravity value computed on the
 JY0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0627.degrees latitude (g = 980.6199 gals.).
 JY0627
 JY0627.The modeled gravity was interpolated from observed gravity values.
 JY0627
 JY0627;                    North         East    Units  Estimated Accuracy
 JY0627;SPC OH S     -   117,850.      582,280.      MT  (+/- 180 meters Scaled)
 JY0627
 JY0627                          SUPERSEDED SURVEY CONTROL
 JY0627
 JY0627  NGVD 29 (??/??/92)  201.953  (m)          662.57   (f) ADJ UNCH    2 0
 JY0627
 JY0627.Superseded values are not recommended for survey control.
 JY0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0627.See file dsdata.txt to determine how the superseded data were derived.
 JY0627
 JY0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD525249(NAD 83)
 JY0627_MARKER: DB = BENCH MARK DISK
 JY0627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0627_SP_SET: BRIDGE
 JY0627_STAMPING: G 220 1958
 JY0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0627
 JY0627  HISTORY     - Date     Condition        Report By
 JY0627  HISTORY     - 1958     MONUMENTED       CGS
 JY0627  HISTORY     - 1976     GOOD             NGS
 JY0627
 JY0627                          STATION DESCRIPTION
 JY0627
 JY0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0627'3.9 MI W FROM JACKSON.
 JY0627'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 JY0627'HOUSE AT JACKSON, THENCE ABOUT 3.7 MILES WEST ALONG STATE
 JY0627'HIGHWAY 124, ABOUT 0.25 MILE WEST OF A SMALL CEMETERY LOCATED
 JY0627'ON NORTH SIDE OF HIGHWAY, IN THE TOP OF THE WING WALL AT THE
 JY0627'SOUTHWEST CORNER OF A 20-FOOT CONCRETE BRIDGE OVER A SMALL
 JY0627'STREAM, 18 FEET SOUTH OF CENTER LINE OF HIGHWAY AND ABOUT
 JY0627'LEVEL WITH HIGHWAY.
 JY0627
 JY0627                          STATION RECOVERY (1976)
 JY0627
 JY0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0627'STATE HIGHWAY 124 IS NOW COUNTY ROAD 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0658 ***********************************************************************
 JY0658  DESIGNATION -  G 221
 JY0658  PID         -  JY0658
 JY0658  STATE/COUNTY-  OH/JACKSON
 JY0658  USGS QUAD   -  WELLSTON (1995)
 JY0658
 JY0658                         *CURRENT SURVEY CONTROL
 JY0658  ___________________________________________________________________
 JY0658* NAD 83(1986)-  39 03 49.     (N)    082 32 23.     (W)     SCALED    
 JY0658* NAVD 88     -       215.494  (meters)     707.00   (feet)  ADJUSTED  
 JY0658  ___________________________________________________________________
 JY0658  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JY0658  DYNAMIC HT  -         215.359 (meters)     706.56  (feet)  COMP
 JY0658  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 JY0658
 JY0658  VERT ORDER  -  SECOND    CLASS 0
 JY0658
 JY0658.The horizontal coordinates were scaled from a topographic map and have
 JY0658.an estimated accuracy of +/- 6 seconds.
 JY0658
 JY0658.The orthometric height was determined by differential leveling
 JY0658.and adjusted by the National Geodetic Survey in June 1991..
 JY0658
 JY0658.The geoid height was determined by GEOID03.
 JY0658
 JY0658.The dynamic height is computed by dividing the NAVD 88
 JY0658.geopotential number by the normal gravity value computed on the
 JY0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0658.degrees latitude (g = 980.6199 gals.).
 JY0658
 JY0658.The modeled gravity was interpolated from observed gravity values.
 JY0658
 JY0658;                    North         East    Units  Estimated Accuracy
 JY0658;SPC OH S     -   118,080.      596,560.      MT  (+/- 180 meters Scaled)
 JY0658
 JY0658                          SUPERSEDED SURVEY CONTROL
 JY0658
 JY0658  NGVD 29 (??/??/92)  215.670  (m)          707.58   (f) ADJ UNCH    2 0
 JY0658
 JY0658.Superseded values are not recommended for survey control.
 JY0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0658.See file dsdata.txt to determine how the superseded data were derived.
 JY0658
 JY0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD667249(NAD 83)
 JY0658_MARKER: DB = BENCH MARK DISK
 JY0658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0658_SP_SET: BRIDGE
 JY0658_STAMPING: G 221 1958
 JY0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0658
 JY0658  HISTORY     - Date     Condition        Report By
 JY0658  HISTORY     - 1958     MONUMENTED       CGS
 JY0658
 JY0658                          STATION DESCRIPTION
 JY0658
 JY0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0658'1.2 MI S FROM ROADS.
 JY0658'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 327 FROM THE
 JY0658'INTERSECTION OF STATE HIGHWAY 124 AT ROADS, ABOUT 0.65 MILE
 JY0658'NORTH OF JUNCTION OF A BLACK TOP ROAD WEST, IN THE TOP OF
 JY0658'THE WING WALL AT THE NORTHEAST CORNER OF A 12-FOOT CONCRETE BRIDGE,
 JY0658'12 FEET EAST OF CENTER LINE OF HIGHWAY, 1 FOOT NORTHEAST OF
 JY0658'NORTHEAST CORNER OF EAST GUARD RAIL AND ABOUT LEVEL WITH
 JY0658'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1231 ***********************************************************************
 HY1231  DESIGNATION -  G 222
 HY1231  PID         -  HY1231
 HY1231  STATE/COUNTY-  OH/JACKSON
 HY1231  USGS QUAD   -  OAK HILL (1985)
 HY1231
 HY1231                         *CURRENT SURVEY CONTROL
 HY1231  ___________________________________________________________________
 HY1231* NAD 83(1986)-  38 58 48.     (N)    082 32 34.     (W)     SCALED    
 HY1231* NAVD 88     -       212.024  (meters)     695.62   (feet)  ADJUSTED  
 HY1231  ___________________________________________________________________
 HY1231  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HY1231  DYNAMIC HT  -         211.890 (meters)     695.18  (feet)  COMP
 HY1231  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 HY1231
 HY1231  VERT ORDER  -  SECOND    CLASS 0
 HY1231
 HY1231.The horizontal coordinates were scaled from a topographic map and have
 HY1231.an estimated accuracy of +/- 6 seconds.
 HY1231
 HY1231.The orthometric height was determined by differential leveling
 HY1231.and adjusted by the National Geodetic Survey in June 1991..
 HY1231
 HY1231.The geoid height was determined by GEOID03.
 HY1231
 HY1231.The dynamic height is computed by dividing the NAVD 88
 HY1231.geopotential number by the normal gravity value computed on the
 HY1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1231.degrees latitude (g = 980.6199 gals.).
 HY1231
 HY1231.The modeled gravity was interpolated from observed gravity values.
 HY1231
 HY1231;                    North         East    Units  Estimated Accuracy
 HY1231;SPC OH S     -   108,790.      596,290.      MT  (+/- 180 meters Scaled)
 HY1231
 HY1231                          SUPERSEDED SURVEY CONTROL
 HY1231
 HY1231  NGVD 29 (??/??/92)  212.205  (m)          696.21   (f) ADJ UNCH    2 0
 HY1231
 HY1231.Superseded values are not recommended for survey control.
 HY1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1231.See file dsdata.txt to determine how the superseded data were derived.
 HY1231
 HY1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD663156(NAD 83)
 HY1231_MARKER: DB = BENCH MARK DISK
 HY1231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1231_SP_SET: ABUTMENT
 HY1231_STAMPING: G 222 1958
 HY1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1231
 HY1231  HISTORY     - Date     Condition        Report By
 HY1231  HISTORY     - 1958     MONUMENTED       CGS
 HY1231
 HY1231                          STATION DESCRIPTION
 HY1231
 HY1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1231'1 MI S FROM WINCHESTER.
 HY1231'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 35 FROM THE JUNCTION OF
 HY1231'STATE HIGHWAY 327 AT WINCHESTER, THENCE ABOUT 0.75 MILE
 HY1231'SOUTHEAST ALONG A BLACK-TOP ROAD, ABOUT 0.25 MILE SOUTH OF A
 HY1231'GRAVEL ROAD CROSSING, IN THE TOP OF THE WEST END OF THE SOUTH
 HY1231'ABUTMENT OF AN 18-FOOT CONCRETE BRIDGE, 13 FEET WEST OF
 HY1231'CENTER LINE OF ROAD AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0390 ***********************************************************************
 JY0390  DESIGNATION -  G 223
 JY0390  PID         -  JY0390
 JY0390  STATE/COUNTY-  OH/MEIGS
 JY0390  USGS QUAD   -  RUTLAND (1995)
 JY0390
 JY0390                         *CURRENT SURVEY CONTROL
 JY0390  ___________________________________________________________________
 JY0390* NAD 83(1986)-  39 06 48.     (N)    082 11 36.     (W)     SCALED    
 JY0390* NAVD 88     -       187.281  (meters)     614.44   (feet)  ADJUSTED  
 JY0390  ___________________________________________________________________
 JY0390  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JY0390  DYNAMIC HT  -         187.164 (meters)     614.05  (feet)  COMP
 JY0390  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 JY0390
 JY0390  VERT ORDER  -  SECOND    CLASS 0
 JY0390
 JY0390.The horizontal coordinates were scaled from a topographic map and have
 JY0390.an estimated accuracy of +/- 6 seconds.
 JY0390
 JY0390.The orthometric height was determined by differential leveling
 JY0390.and adjusted by the National Geodetic Survey in June 1991..
 JY0390
 JY0390.The geoid height was determined by GEOID03.
 JY0390
 JY0390.The dynamic height is computed by dividing the NAVD 88
 JY0390.geopotential number by the normal gravity value computed on the
 JY0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0390.degrees latitude (g = 980.6199 gals.).
 JY0390
 JY0390.The modeled gravity was interpolated from observed gravity values.
 JY0390
 JY0390;                    North         East    Units  Estimated Accuracy
 JY0390;SPC OH S     -   123,640.      626,520.      MT  (+/- 180 meters Scaled)
 JY0390
 JY0390                          SUPERSEDED SURVEY CONTROL
 JY0390
 JY0390  NGVD 29 (??/??/92)  187.470  (m)          615.06   (f) ADJ UNCH    2 0
 JY0390
 JY0390.Superseded values are not recommended for survey control.
 JY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0390.See file dsdata.txt to determine how the superseded data were derived.
 JY0390
 JY0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD968300(NAD 83)
 JY0390_MARKER: DB = BENCH MARK DISK
 JY0390_SETTING: 66 = SET IN ROCK OUTCROP
 JY0390_SP_SET: ROCK CUT
 JY0390_STAMPING: G 223 1958
 JY0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0390+STABILITY: POSITION/ELEVATION WELL
 JY0390
 JY0390  HISTORY     - Date     Condition        Report By
 JY0390  HISTORY     - 1958     MONUMENTED       CGS
 JY0390
 JY0390                          STATION DESCRIPTION
 JY0390
 JY0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0390'3.9 MI SW FROM HARRISONVILLE.
 JY0390'ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 143 FROM THE JUNCTION
 JY0390'OF STATE HIGHWAY 684 AT HARRISONVILLE, THENCE ABOUT 0.3 MILE
 JY0390'SOUTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.95 MILES WEST ALONG
 JY0390'A GRAVEL ROAD, THENCE ABOUT 1.2 MILES SOUTH AND SOUTHWEST ALONG
 JY0390'A GRAVEL ROAD FOLLOWING MUD FORK, 0.05 MILE WEST OF JUNCTION OF
 JY0390'NORTH-SOUTH ROAD AND ROAD WEST, 30 1/2 FEET NORTH OF CENTER LINE
 JY0390'FOR ROAD, SET VERTICALLY IN THE SOUTH FACE OF A 2-FOOT HIGH LAYER
 JY0390'OF ROCK IN A ROCK CUT, 26 FEET NORTHWEST OF WEST END OF NORTH
 JY0390'CONCRETE BANISTER OF A 30-FOOT CONCRETE BRIDGE OVER MUD FORK,
 JY0390'AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.  NOTE-- MARK IS REACHED
 JY0390'FROM THE POST OFFICE AT DEXTER BY GOING ABOUT 1.3 MILES NORTH
 JY0390'ALONG THE NEW YORK CENTRAL RAILROAD, THENCE ABOUT 2.2 MILES
 JY0390'NORTHEAST ALONG A ROAD FOLLOWING MUD FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0366 ***********************************************************************
 JY0366  DESIGNATION -  G 224
 JY0366  PID         -  JY0366
 JY0366  STATE/COUNTY-  OH/MEIGS
 JY0366  USGS QUAD   -  RUTLAND (1995)
 JY0366
 JY0366                         *CURRENT SURVEY CONTROL
 JY0366  ___________________________________________________________________
 JY0366* NAD 83(1986)-  39 06 18.     (N)    082 13 33.     (W)     SCALED    
 JY0366* NAVD 88     -       181.725  (meters)     596.21   (feet)  ADJUSTED  
 JY0366  ___________________________________________________________________
 JY0366  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JY0366  DYNAMIC HT  -         181.611 (meters)     595.84  (feet)  COMP
 JY0366  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JY0366
 JY0366  VERT ORDER  -  SECOND    CLASS 0
 JY0366
 JY0366.The horizontal coordinates were scaled from a topographic map and have
 JY0366.an estimated accuracy of +/- 6 seconds.
 JY0366
 JY0366.The orthometric height was determined by differential leveling
 JY0366.and adjusted by the National Geodetic Survey in June 1991..
 JY0366
 JY0366.The geoid height was determined by GEOID03.
 JY0366
 JY0366.The dynamic height is computed by dividing the NAVD 88
 JY0366.geopotential number by the normal gravity value computed on the
 JY0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0366.degrees latitude (g = 980.6199 gals.).
 JY0366
 JY0366.The modeled gravity was interpolated from observed gravity values.
 JY0366
 JY0366;                    North         East    Units  Estimated Accuracy
 JY0366;SPC OH S     -   122,710.      623,710.      MT  (+/- 180 meters Scaled)
 JY0366
 JY0366                          SUPERSEDED SURVEY CONTROL
 JY0366
 JY0366  NGVD 29 (??/??/92)  181.915  (m)          596.83   (f) ADJ UNCH    2 0
 JY0366
 JY0366.Superseded values are not recommended for survey control.
 JY0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0366.See file dsdata.txt to determine how the superseded data were derived.
 JY0366
 JY0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD940291(NAD 83)
 JY0366_MARKER: DB = BENCH MARK DISK
 JY0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0366_SP_SET: ABUTMENT
 JY0366_STAMPING: G 224 1958
 JY0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0366
 JY0366  HISTORY     - Date     Condition        Report By
 JY0366  HISTORY     - 1958     MONUMENTED       CGS
 JY0366
 JY0366                          STATION DESCRIPTION
 JY0366
 JY0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0366'1.3 MI N FROM DEXTER.
 JY0366'ABOUT 1.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JY0366'THE POST OFFICE AT DEXTER, ABOUT 0.1 MILE NORTH OF A SHORT
 JY0366'TUNNEL, JUST SOUTH OF A GRADED ROAD CROSSING, IN THE TOP OF WEST
 JY0366'END OF BRIDGE SEAT OF THE NORTH STONE MASONRY ABUTMENT OF RAILROAD
 JY0366'BRIDGE NO. 430 OVER LEADING CREEK, 14 FEET WEST OF WEST RAIL,
 JY0366'1.6 FEET NORTH OF SOUTH EDGE OF BRIDGE SEAT, 0.9 FOOT EAST OF
 JY0366'WEST END OF BRIDGE SEAT AND ABOUT 5 1/2 FEET BELOW LEVEL OF
 JY0366'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0290 ***********************************************************************
 JY0290  DESIGNATION -  G 225
 JY0290  PID         -  JY0290
 JY0290  STATE/COUNTY-  OH/ATHENS
 JY0290  USGS QUAD   -  THE PLAINS (1995)
 JY0290
 JY0290                         *CURRENT SURVEY CONTROL
 JY0290  ___________________________________________________________________
 JY0290* NAD 83(1986)-  39 17 17.     (N)    082 14 46.     (W)     SCALED    
 JY0290* NAVD 88     -       228.757  (meters)     750.51   (feet)  ADJUSTED  
 JY0290  ___________________________________________________________________
 JY0290  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JY0290  DYNAMIC HT  -         228.617 (meters)     750.05  (feet)  COMP
 JY0290  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 JY0290
 JY0290  VERT ORDER  -  SECOND    CLASS 0
 JY0290
 JY0290.The horizontal coordinates were scaled from a topographic map and have
 JY0290.an estimated accuracy of +/- 6 seconds.
 JY0290
 JY0290.The orthometric height was determined by differential leveling
 JY0290.and adjusted by the National Geodetic Survey in June 1991..
 JY0290
 JY0290.The geoid height was determined by GEOID03.
 JY0290
 JY0290.The dynamic height is computed by dividing the NAVD 88
 JY0290.geopotential number by the normal gravity value computed on the
 JY0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0290.degrees latitude (g = 980.6199 gals.).
 JY0290
 JY0290.The modeled gravity was interpolated from observed gravity values.
 JY0290
 JY0290;                    North         East    Units  Estimated Accuracy
 JY0290;SPC OH S     -   143,020.      621,900.      MT  (+/- 180 meters Scaled)
 JY0290
 JY0290                          SUPERSEDED SURVEY CONTROL
 JY0290
 JY0290  NGVD 29 (??/??/92)  228.935  (m)          751.10   (f) ADJ UNCH    2 0
 JY0290
 JY0290.Superseded values are not recommended for survey control.
 JY0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0290.See file dsdata.txt to determine how the superseded data were derived.
 JY0290
 JY0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD925494(NAD 83)
 JY0290_MARKER: DB = BENCH MARK DISK
 JY0290_SETTING: 66 = SET IN ROCK OUTCROP
 JY0290_SP_SET: ROCK CUT
 JY0290_STAMPING: G 225 1958
 JY0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0290+STABILITY: POSITION/ELEVATION WELL
 JY0290
 JY0290  HISTORY     - Date     Condition        Report By
 JY0290  HISTORY     - 1958     MONUMENTED       CGS
 JY0290
 JY0290                          STATION DESCRIPTION
 JY0290
 JY0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0290'3 MI SE FROM MINERAL.
 JY0290'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 356 FROM THE CROSSING
 JY0290'OF THE BALTIMORE AND OHIO RAILROAD AT MINERAL, THENCE 2.0 MILES
 JY0290'SOUTHEAST ALONG STATE HIGHWAY 680, SET VERTICALLY IN THE SOUTHWEST
 JY0290'FACE OF A 7 FOOT HIGH AND 20 FOOT WIDE ROCK IN A 12 FOOT HIGH CUT
 JY0290'BANK, 140 YARDS NORTH-NORTHWEST OF THE JUNCTION OF A ROAD LEADING
 JY0290'EAST, 125 YARDS NORTH-NORTHWEST OF THE JUNCTION OF A ROAD LEADING
 JY0290'WEST, 18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 JY0290'ABOVE THE GROUND, AND ABOUT 2 1/2 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1248 ***********************************************************************
 HY1248  DESIGNATION -  G 226
 HY1248  PID         -  HY1248
 HY1248  STATE/COUNTY-  OH/JACKSON
 HY1248  USGS QUAD   -  PETERSBURG (1983)
 HY1248
 HY1248                         *CURRENT SURVEY CONTROL
 HY1248  ___________________________________________________________________
 HY1248* NAD 83(1986)-  38 56 00.     (N)    082 40 51.     (W)     SCALED    
 HY1248* NAVD 88     -       213.286  (meters)     699.76   (feet)  ADJUSTED  
 HY1248  ___________________________________________________________________
 HY1248  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 HY1248  DYNAMIC HT  -         213.150 (meters)     699.31  (feet)  COMP
 HY1248  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 HY1248
 HY1248  VERT ORDER  -  SECOND    CLASS 0
 HY1248
 HY1248.The horizontal coordinates were scaled from a topographic map and have
 HY1248.an estimated accuracy of +/- 6 seconds.
 HY1248
 HY1248.The orthometric height was determined by differential leveling
 HY1248.and adjusted by the National Geodetic Survey in June 1991..
 HY1248
 HY1248.The geoid height was determined by GEOID03.
 HY1248
 HY1248.The dynamic height is computed by dividing the NAVD 88
 HY1248.geopotential number by the normal gravity value computed on the
 HY1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1248.degrees latitude (g = 980.6199 gals.).
 HY1248
 HY1248.The modeled gravity was interpolated from observed gravity values.
 HY1248
 HY1248;                    North         East    Units  Estimated Accuracy
 HY1248;SPC OH S     -   103,630.      584,320.      MT  (+/- 180 meters Scaled)
 HY1248
 HY1248                          SUPERSEDED SURVEY CONTROL
 HY1248
 HY1248  NGVD 29 (??/??/92)  213.454  (m)          700.31   (f) ADJ UNCH    2 0
 HY1248
 HY1248.Superseded values are not recommended for survey control.
 HY1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1248.See file dsdata.txt to determine how the superseded data were derived.
 HY1248
 HY1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD543107(NAD 83)
 HY1248_MARKER: DB = BENCH MARK DISK
 HY1248_SETTING: 66 = SET IN ROCK OUTCROP
 HY1248_SP_SET: ROCK OUTCROP
 HY1248_STAMPING: G 226 1958
 HY1248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1248+STABILITY: POSITION/ELEVATION WELL
 HY1248
 HY1248  HISTORY     - Date     Condition        Report By
 HY1248  HISTORY     - 1958     MONUMENTED       CGS
 HY1248  HISTORY     - 1976     GOOD             NGS
 HY1248
 HY1248                          STATION DESCRIPTION
 HY1248
 HY1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1248'9.6 MI SW FROM JACKSON.
 HY1248'ABOUT 9.55 MILES SOUTHWEST ALONG STATE HIGHWAY 139 FROM THE COURT
 HY1248'HOUSE AT JACKSON, ABOUT 61 YARDS NORTH OF CENTER OF JUNCTION
 HY1248'OF A BLACK TOP ROAD EAST, SET VERTICALLY IN THE EAST FACE OF A
 HY1248'ROCK PROJECTION ABOUT 70 FEET LONG AND 4 FEET HIGH PROJECTION
 HY1248'OUT OF HILL SIDE, 18 FEET WEST OF CENTER LINE OF HIGHWAY, 7
 HY1248'FEET SOUTH OF NORTH END OF THE ROCK, 1 FOOT ABOVE GROUND AND
 HY1248'ABOUT LEVEL WITH HIGHWAY.
 HY1248
 HY1248                          STATION RECOVERY (1976)
 HY1248
 HY1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1249 ***********************************************************************
 HY1249  DESIGNATION -  G 227
 HY1249  PID         -  HY1249
 HY1249  STATE/COUNTY-  OH/JACKSON
 HY1249  USGS QUAD   -  PETERSBURG (1983)
 HY1249
 HY1249                         *CURRENT SURVEY CONTROL
 HY1249  ___________________________________________________________________
 HY1249* NAD 83(1986)-  38 56 20.     (N)    082 40 20.     (W)     SCALED    
 HY1249* NAVD 88     -       222.081  (meters)     728.61   (feet)  ADJUSTED  
 HY1249  ___________________________________________________________________
 HY1249  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HY1249  DYNAMIC HT  -         221.939 (meters)     728.14  (feet)  COMP
 HY1249  MODELED GRAV-     979,986.5   (mgal)                       NAVD 88
 HY1249
 HY1249  VERT ORDER  -  SECOND    CLASS 0
 HY1249
 HY1249.The horizontal coordinates were scaled from a topographic map and have
 HY1249.an estimated accuracy of +/- 6 seconds.
 HY1249
 HY1249.The orthometric height was determined by differential leveling
 HY1249.and adjusted by the National Geodetic Survey in June 1991..
 HY1249
 HY1249.The geoid height was determined by GEOID03.
 HY1249
 HY1249.The dynamic height is computed by dividing the NAVD 88
 HY1249.geopotential number by the normal gravity value computed on the
 HY1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1249.degrees latitude (g = 980.6199 gals.).
 HY1249
 HY1249.The modeled gravity was interpolated from observed gravity values.
 HY1249
 HY1249;                    North         East    Units  Estimated Accuracy
 HY1249;SPC OH S     -   104,240.      585,070.      MT  (+/- 180 meters Scaled)
 HY1249
 HY1249                          SUPERSEDED SURVEY CONTROL
 HY1249
 HY1249  NGVD 29 (??/??/92)  222.247  (m)          729.16   (f) ADJ UNCH    2 0
 HY1249
 HY1249.Superseded values are not recommended for survey control.
 HY1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1249.See file dsdata.txt to determine how the superseded data were derived.
 HY1249
 HY1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD550113(NAD 83)
 HY1249_MARKER: DB = BENCH MARK DISK
 HY1249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1249_SP_SET: CULVERT
 HY1249_STAMPING: G 227 1958
 HY1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1249
 HY1249  HISTORY     - Date     Condition        Report By
 HY1249  HISTORY     - 1958     MONUMENTED       CGS
 HY1249  HISTORY     - 1976     GOOD             NGS
 HY1249
 HY1249                          STATION DESCRIPTION
 HY1249
 HY1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1249'8.8 MI SW FROM JACKSON.
 HY1249'ABOUT 8.75 MILES SOUTHWEST ALONG STATE HIGHWAY 139 FROM THE
 HY1249'COURT HOUSE AT JACKSON, ABOUT 0.7 MILE NORTHEAST OF JUNCTION OF
 HY1249'A BLACK TOP ROAD EAST, IN THE TOP OF THE SOUTHWEST END OF
 HY1249'SOUTHEAST HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT, 24 FEET
 HY1249'SOUTHEAST OF CENTER LINE OF HIGHWAY, 1/2 FOOT NORTHEAST OF
 HY1249'SOUTHWEST END OF HEAD WALL AND ABOUT 1 FOOT BELOW LEVEL OF
 HY1249'HIGHWAY.
 HY1249
 HY1249                          STATION RECOVERY (1976)
 HY1249
 HY1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY1249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0375 ***********************************************************************
 JY0375  DESIGNATION -  G 228
 JY0375  PID         -  JY0375
 JY0375  STATE/COUNTY-  OH/MEIGS
 JY0375  USGS QUAD   -  VALES MILLS (1992)
 JY0375
 JY0375                         *CURRENT SURVEY CONTROL
 JY0375  ___________________________________________________________________
 JY0375* NAD 83(1986)-  39 10 30.     (N)    082 15 07.     (W)     SCALED    
 JY0375* NAVD 88     -       250.745  (meters)     822.65   (feet)  ADJUSTED  
 JY0375  ___________________________________________________________________
 JY0375  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY0375  DYNAMIC HT  -         250.588 (meters)     822.14  (feet)  COMP
 JY0375  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JY0375
 JY0375  VERT ORDER  -  SECOND    CLASS 0
 JY0375
 JY0375.The horizontal coordinates were scaled from a topographic map and have
 JY0375.an estimated accuracy of +/- 6 seconds.
 JY0375
 JY0375.The orthometric height was determined by differential leveling
 JY0375.and adjusted by the National Geodetic Survey in June 1991..
 JY0375
 JY0375.The geoid height was determined by GEOID03.
 JY0375
 JY0375.The dynamic height is computed by dividing the NAVD 88
 JY0375.geopotential number by the normal gravity value computed on the
 JY0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0375.degrees latitude (g = 980.6199 gals.).
 JY0375
 JY0375.The modeled gravity was interpolated from observed gravity values.
 JY0375
 JY0375;                    North         East    Units  Estimated Accuracy
 JY0375;SPC OH S     -   130,470.      621,430.      MT  (+/- 180 meters Scaled)
 JY0375
 JY0375                          SUPERSEDED SURVEY CONTROL
 JY0375
 JY0375  NGVD 29 (??/??/92)  250.932  (m)          823.27   (f) ADJ UNCH    2 0
 JY0375
 JY0375.Superseded values are not recommended for survey control.
 JY0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0375.See file dsdata.txt to determine how the superseded data were derived.
 JY0375
 JY0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD918369(NAD 83)
 JY0375_MARKER: DB = BENCH MARK DISK
 JY0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0375_STAMPING: G 228 1958
 JY0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0375+STABILITY: SURFACE MOTION
 JY0375
 JY0375  HISTORY     - Date     Condition        Report By
 JY0375  HISTORY     - 1958     MONUMENTED       CGS
 JY0375
 JY0375                          STATION DESCRIPTION
 JY0375
 JY0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0375'4.6 MI E FROM VALES MILLS.
 JY0375'ABOUT 3.35 MILES NORTHEAST ALONG STATE HIGHWAY 346 FROM THE
 JY0375'BRIDGE OVER RACCOON CREEK AT VALES MILLS, THENCE ABOUT 1.3
 JY0375'MILES SOUTHEAST ALONG STATE HIGHWAY 143, ABOUT 0.75 MILE
 JY0375'NORTHEAST OF COLUMBIA TOWNSHIP ELEMENTARY SCHOOL, 27 1/2 FEET
 JY0375'SOUTHWEST OF CENTER LINE OF HIGHWAY AND AT THE TOP OF A GRADE,
 JY0375'37 FEET SOUTH OF CENTER OF JUNCTION OF A PRIVATE ROAD LEADING
 JY0375'NORTH AND CURVING EAST DOWNHILL TO A FARM, 61 FEET EAST OF POWER
 JY0375'POLE NO. 208-106 WITH LINES LEADING NORTHEAST TO HOUSE, 42
 JY0375'FEET SOUTH OF CENTER OF CROSSING OF POWER LINE AND HIGHWAY, 2
 JY0375'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL
 JY0375'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JY0375'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0306 ***********************************************************************
 JY0306  DESIGNATION -  G 229
 JY0306  PID         -  JY0306
 JY0306  STATE/COUNTY-  OH/ATHENS
 JY0306  USGS QUAD   -  ALBANY (1995)
 JY0306
 JY0306                         *CURRENT SURVEY CONTROL
 JY0306  ___________________________________________________________________
 JY0306* NAD 83(1986)-  39 12 52.     (N)    082 10 22.     (W)     SCALED    
 JY0306* NAVD 88     -       223.693  (meters)     733.90   (feet)  ADJUSTED  
 JY0306  ___________________________________________________________________
 JY0306  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY0306  DYNAMIC HT  -         223.554 (meters)     733.44  (feet)  COMP
 JY0306  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 JY0306
 JY0306  VERT ORDER  -  SECOND    CLASS 0
 JY0306
 JY0306.The horizontal coordinates were scaled from a topographic map and have
 JY0306.an estimated accuracy of +/- 6 seconds.
 JY0306
 JY0306.The orthometric height was determined by differential leveling
 JY0306.and adjusted by the National Geodetic Survey in June 1991..
 JY0306
 JY0306.The geoid height was determined by GEOID03.
 JY0306
 JY0306.The dynamic height is computed by dividing the NAVD 88
 JY0306.geopotential number by the normal gravity value computed on the
 JY0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0306.degrees latitude (g = 980.6199 gals.).
 JY0306
 JY0306.The modeled gravity was interpolated from observed gravity values.
 JY0306
 JY0306;                    North         East    Units  Estimated Accuracy
 JY0306;SPC OH S     -   134,870.      628,260.      MT  (+/- 180 meters Scaled)
 JY0306
 JY0306                          SUPERSEDED SURVEY CONTROL
 JY0306
 JY0306  NGVD 29 (??/??/92)  223.878  (m)          734.51   (f) ADJ UNCH    2 0
 JY0306
 JY0306.Superseded values are not recommended for survey control.
 JY0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0306.See file dsdata.txt to determine how the superseded data were derived.
 JY0306
 JY0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD987412(NAD 83)
 JY0306_MARKER: DB = BENCH MARK DISK
 JY0306_SETTING: 66 = SET IN ROCK OUTCROP
 JY0306_SP_SET: ROCK CUT
 JY0306_STAMPING: G 229 1958
 JY0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0306+STABILITY: POSITION/ELEVATION WELL
 JY0306
 JY0306  HISTORY     - Date     Condition        Report By
 JY0306  HISTORY     - 1958     MONUMENTED       CGS
 JY0306  HISTORY     - 1976     GOOD             NGS
 JY0306
 JY0306                          STATION DESCRIPTION
 JY0306
 JY0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0306'2 MI SE FROM ALBANY.
 JY0306'ABOUT 2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 680 FROM ITS
 JY0306'JUNCTION OF U.S. HIGHWAY 50 AT ALBANY, 0.1 MILE NORTHWEST OF
 JY0306'JUNCTION OF A ROAD NORTHEAST, 0.2 MILE SOUTHEAST OF JUNCTION OF A
 JY0306'ROAD SOUTH TO A CEMETERY, SET VERTICALLY IN THE SOUTHWEST FACE
 JY0306'OF A 2-FOOT HIGH AND 5-FOOT WIDE ROCK PROJECTION IN A CUT, 20 FEET
 JY0306'NORTHEAST OF CENTER LINE OF HIGHWAY, 108 FEET SOUTHEAST OF
 JY0306'NORTHEAST END OF A 24-INCH PIPE CULVERT UNDER HIGHWAY, 11 FEET
 JY0306'SOUTHEAST OF A TELEPHONE POLE AND ABOUT 3 FEET ABOVE LEVEL OF
 JY0306'HIGHWAY.
 JY0306
 JY0306                          STATION RECOVERY (1976)
 JY0306
 JY0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1505 ***********************************************************************
 KZ1505  DESIGNATION -  G 23
 KZ1505  PID         -  KZ1505
 KZ1505  STATE/COUNTY-  OH/MARION
 KZ1505  USGS QUAD   -  MARION WEST (1973)
 KZ1505
 KZ1505                         *CURRENT SURVEY CONTROL
 KZ1505  ___________________________________________________________________
 KZ1505* NAD 83(1986)-  40 35 36.     (N)    083 08 37.     (W)     SCALED    
 KZ1505* NAVD 88     -       288.877  (meters)     947.76   (feet)  ADJUSTED  
 KZ1505  ___________________________________________________________________
 KZ1505  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 KZ1505  DYNAMIC HT  -         288.731 (meters)     947.28  (feet)  COMP
 KZ1505  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 KZ1505
 KZ1505  VERT ORDER  -  SECOND    CLASS 0
 KZ1505
 KZ1505.The horizontal coordinates were scaled from a topographic map and have
 KZ1505.an estimated accuracy of +/- 6 seconds.
 KZ1505
 KZ1505.The orthometric height was determined by differential leveling
 KZ1505.and adjusted by the National Geodetic Survey in June 1991..
 KZ1505
 KZ1505.The geoid height was determined by GEOID03.
 KZ1505
 KZ1505.The dynamic height is computed by dividing the NAVD 88
 KZ1505.geopotential number by the normal gravity value computed on the
 KZ1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1505.degrees latitude (g = 980.6199 gals.).
 KZ1505
 KZ1505.The modeled gravity was interpolated from observed gravity values.
 KZ1505
 KZ1505;                    North         East    Units  Estimated Accuracy
 KZ1505;SPC OH N     -   103,100.      545,520.      MT  (+/- 180 meters Scaled)
 KZ1505
 KZ1505                          SUPERSEDED SURVEY CONTROL
 KZ1505
 KZ1505  NGVD 29 (??/??/92)  289.017  (m)          948.22   (f) ADJ UNCH    2 0
 KZ1505
 KZ1505.Superseded values are not recommended for survey control.
 KZ1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1505.See file dsdata.txt to determine how the superseded data were derived.
 KZ1505
 KZ1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE186958(NAD 83)
 KZ1505_MARKER: DB = BENCH MARK DISK
 KZ1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1505_STAMPING: G 23 1934
 KZ1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1505+STABILITY: SURFACE MOTION
 KZ1505
 KZ1505  HISTORY     - Date     Condition        Report By
 KZ1505  HISTORY     - 1934     MONUMENTED       CGS
 KZ1505  HISTORY     - 1960     GOOD             NGS
 KZ1505  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 KZ1505
 KZ1505                          STATION DESCRIPTION
 KZ1505
 KZ1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ1505'AT MARION.
 KZ1505'AT MARION, ABOUT 0.3 MILE NORTHWEST ALONG THE CHESAPEAKE AND
 KZ1505'OHIO RAILWAY FROM THE STATION, AT THE CROSSING OF SILVER STREET,
 KZ1505'109 FEET NORTH OF THE CENTER OF CROSSING OF SILVER STREET AND
 KZ1505'THE NORTHEAST MAIN TRACK, 32 FEET NORTHEAST OF THE NORTHEAST
 KZ1505'RAIL OF NORTHEAST MAIN TRACK, 18 FEET NORTHEAST OF THE NORTHEAST
 KZ1505'RAIL OF NORTHEAST RAIL OF SIDING, 98 FEET NORTH OF A CROSSING
 KZ1505'WARNING SIGNAL, 14 1/2 FEET SOUTHWEST OF THE SECOND TELEPHONE
 KZ1505'POLE NORTHWEST OF THE CROSSING, 18 FEET SOUTHWEST OF THE
 KZ1505'SOUTHWEST EDGE OF SOUTHWEST CONCRETE SIDEWALK OF TOLEDO AVENUE
 KZ1505'PARALLELING THE TRACK, 3 1/2 FEET ABOVE THE LEVEL OF TOLEDO
 KZ1505'AVENUE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN
 KZ1505'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 KZ1505
 KZ1505                          STATION RECOVERY (1986)
 KZ1505
 KZ1505'RECOVERY NOTE BY US POWER SQUADRON 1986 (TCI)
 KZ1505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1347 ***********************************************************************
 JX1347  DESIGNATION -  G 231
 JX1347  PID         -  JX1347
 JX1347  STATE/COUNTY-  OH/ATHENS
 JX1347  USGS QUAD   -  ALFRED (1994)
 JX1347
 JX1347                         *CURRENT SURVEY CONTROL
 JX1347  ___________________________________________________________________
 JX1347* NAD 83(1986)-  39 14 26.     (N)    081 53 13.     (W)     SCALED    
 JX1347* NAVD 88     -       258.365  (meters)     847.65   (feet)  ADJUSTED  
 JX1347  ___________________________________________________________________
 JX1347  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JX1347  DYNAMIC HT  -         258.203 (meters)     847.12  (feet)  COMP
 JX1347  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 JX1347
 JX1347  VERT ORDER  -  SECOND    CLASS 0
 JX1347
 JX1347.The horizontal coordinates were scaled from a topographic map and have
 JX1347.an estimated accuracy of +/- 6 seconds.
 JX1347
 JX1347.The orthometric height was determined by differential leveling
 JX1347.and adjusted by the National Geodetic Survey in June 1991..
 JX1347
 JX1347.The geoid height was determined by GEOID03.
 JX1347
 JX1347.The dynamic height is computed by dividing the NAVD 88
 JX1347.geopotential number by the normal gravity value computed on the
 JX1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1347.degrees latitude (g = 980.6199 gals.).
 JX1347
 JX1347.The modeled gravity was interpolated from observed gravity values.
 JX1347
 JX1347;                    North         East    Units  Estimated Accuracy
 JX1347;SPC OH S     -   137,900.      652,920.      MT  (+/- 180 meters Scaled)
 JX1347
 JX1347                          SUPERSEDED SURVEY CONTROL
 JX1347
 JX1347  NGVD 29 (??/??/92)  258.538  (m)          848.22   (f) ADJ UNCH    2 0
 JX1347
 JX1347.Superseded values are not recommended for survey control.
 JX1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1347.See file dsdata.txt to determine how the superseded data were derived.
 JX1347
 JX1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD234438(NAD 83)
 JX1347_MARKER: DB = BENCH MARK DISK
 JX1347_SETTING: 66 = SET IN ROCK OUTCROP
 JX1347_SP_SET: ROCK CUT
 JX1347_STAMPING: G 231 1958
 JX1347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1347+STABILITY: POSITION/ELEVATION WELL
 JX1347
 JX1347  HISTORY     - Date     Condition        Report By
 JX1347  HISTORY     - 1958     MONUMENTED       CGS
 JX1347  HISTORY     - 1976     GOOD             NGS
 JX1347  HISTORY     - 1988     GOOD             USPSQD
 JX1347
 JX1347                          STATION DESCRIPTION
 JX1347
 JX1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1347'4.6 MI SE FROM GUYSVILLE.
 JX1347'ABOUT 4.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE OVERPASS
 JX1347'OVER THE BALTIMORE AND OHIO RAILROAD AT GUYSVILLE, 0.25 MILE
 JX1347'SOUTHEAST OF T JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST AND
 JX1347'UPHILL, 40 1/2 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, SET
 JX1347'VERTICALLY IN THE SOUTHWEST FACE SANDSTONE LAYER IN CUT, 25 FEET
 JX1347'NORTHWEST OF THE SOUTHEST END OF ROCK CUT, 51 1/2 FEET NORTHWEST
 JX1347'OF THE NORTHEAST END OF A 15-INCH PIPE CULVERT UNDER THE HIGHWAY,
 JX1347'3 1/2 FEET ABOVE THE BOTTOM OF DITCH, AND ABOUT 1 1/2 FEET ABOVE
 JX1347'THE LEVEL OF THE HIGHWAY.
 JX1347
 JX1347                          STATION RECOVERY (1976)
 JX1347
 JX1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1347'RECOVERED IN GOOD CONDITION.
 JX1347
 JX1347                          STATION RECOVERY (1988)
 JX1347
 JX1347'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0241 ***********************************************************************
 JY0241  DESIGNATION -  G 232
 JY0241  PID         -  JY0241
 JY0241  STATE/COUNTY-  OH/MEIGS
 JY0241  USGS QUAD   -  SHADE (1992)
 JY0241
 JY0241                         *CURRENT SURVEY CONTROL
 JY0241  ___________________________________________________________________
 JY0241* NAD 83(1986)-  39 09 27.     (N)    082 01 16.     (W)     SCALED    
 JY0241* NAVD 88     -       202.871  (meters)     665.59   (feet)  ADJUSTED  
 JY0241  ___________________________________________________________________
 JY0241  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JY0241  DYNAMIC HT  -         202.744 (meters)     665.17  (feet)  COMP
 JY0241  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 JY0241
 JY0241  VERT ORDER  -  SECOND    CLASS 0
 JY0241
 JY0241.The horizontal coordinates were scaled from a topographic map and have
 JY0241.an estimated accuracy of +/- 6 seconds.
 JY0241
 JY0241.The orthometric height was determined by differential leveling
 JY0241.and adjusted by the National Geodetic Survey in June 1991..
 JY0241
 JY0241.The geoid height was determined by GEOID03.
 JY0241
 JY0241.The dynamic height is computed by dividing the NAVD 88
 JY0241.geopotential number by the normal gravity value computed on the
 JY0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0241.degrees latitude (g = 980.6199 gals.).
 JY0241
 JY0241.The modeled gravity was interpolated from observed gravity values.
 JY0241
 JY0241;                    North         East    Units  Estimated Accuracy
 JY0241;SPC OH S     -   128,610.      641,390.      MT  (+/- 180 meters Scaled)
 JY0241
 JY0241                          SUPERSEDED SURVEY CONTROL
 JY0241
 JY0241  NGVD 29 (??/??/92)  203.060  (m)          666.21   (f) ADJ UNCH    2 0
 JY0241
 JY0241.Superseded values are not recommended for survey control.
 JY0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0241.See file dsdata.txt to determine how the superseded data were derived.
 JY0241
 JY0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD117347(NAD 83)
 JY0241_MARKER: DB = BENCH MARK DISK
 JY0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0241_SP_SET: ABUTMENT
 JY0241_STAMPING: G 232 1958
 JY0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0241
 JY0241  HISTORY     - Date     Condition        Report By
 JY0241  HISTORY     - 1958     MONUMENTED       CGS
 JY0241
 JY0241                          STATION DESCRIPTION
 JY0241
 JY0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0241'0.8 MI N FROM DARWIN.
 JY0241'ABOUT 0.85 MILE NORTH ALONG U.S. HIGHWAY 33 FROM THE JUNCTION OF
 JY0241'STATE HIGHWAY 680 AT DARWIN, 18 FEET SOUTHEAST OF THE CENTER LINE
 JY0241'OF THE HIGHWAY, IN THE TOP OF THE FIRST STEP DOWN OF THE SOUTHEAST
 JY0241'END OF THE NORTHEAST CONCRETE ABUTMENT OF AN 18-FOOT CONCRETE
 JY0241'BRIDGE OVER A CREEK BRANCH, 0.2 MILE SOUTH OF AN OLD CONCRETE
 JY0241'BRIDGE OVER WEST BRANCH SHADE RIVER, 0.1 MILE SOUTH OF T JUNCTION
 JY0241'OF GRAVEL ROAD LEADING WEST AND UPHILL, 5 FEET SOUTHEAST OF A
 JY0241'GUARDRAIL, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0256 ***********************************************************************
 JY0256  DESIGNATION -  G 233
 JY0256  PID         -  JY0256
 JY0256  STATE/COUNTY-  OH/ATHENS
 JY0256  USGS QUAD   -  SHADE (1992)
 JY0256
 JY0256                         *CURRENT SURVEY CONTROL
 JY0256  ___________________________________________________________________
 JY0256* NAD 83(1986)-  39 14 54.     (N)    082 07 18.     (W)     SCALED    
 JY0256* NAVD 88     -       217.808  (meters)     714.59   (feet)  ADJUSTED  
 JY0256  ___________________________________________________________________
 JY0256  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JY0256  DYNAMIC HT  -         217.674 (meters)     714.15  (feet)  COMP
 JY0256  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 JY0256
 JY0256  VERT ORDER  -  SECOND    CLASS 0
 JY0256
 JY0256.The horizontal coordinates were scaled from a topographic map and have
 JY0256.an estimated accuracy of +/- 6 seconds.
 JY0256
 JY0256.The orthometric height was determined by differential leveling
 JY0256.and adjusted by the National Geodetic Survey in June 1991..
 JY0256
 JY0256.The geoid height was determined by GEOID03.
 JY0256
 JY0256.The dynamic height is computed by dividing the NAVD 88
 JY0256.geopotential number by the normal gravity value computed on the
 JY0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0256.degrees latitude (g = 980.6199 gals.).
 JY0256
 JY0256.The modeled gravity was interpolated from observed gravity values.
 JY0256
 JY0256;                    North         East    Units  Estimated Accuracy
 JY0256;SPC OH S     -   138,650.      632,660.      MT  (+/- 180 meters Scaled)
 JY0256
 JY0256                          SUPERSEDED SURVEY CONTROL
 JY0256
 JY0256  NGVD 29 (??/??/92)  217.985  (m)          715.17   (f) ADJ UNCH    2 0
 JY0256
 JY0256.Superseded values are not recommended for survey control.
 JY0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0256.See file dsdata.txt to determine how the superseded data were derived.
 JY0256
 JY0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD032449(NAD 83)
 JY0256_MARKER: DB = BENCH MARK DISK
 JY0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0256_STAMPING: G 233 1958
 JY0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0256+STABILITY: SURFACE MOTION
 JY0256
 JY0256  HISTORY     - Date     Condition        Report By
 JY0256  HISTORY     - 1958     MONUMENTED       CGS
 JY0256
 JY0256                          STATION DESCRIPTION
 JY0256
 JY0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0256'1.6 MI NW FROM PLEASANTON.
 JY0256'ABOUT 1.1 MILES WEST ALONG A BLACK TOP ROAD FROM THE METHODIST
 JY0256'CHURCH AND CEMETERY AT PLEASANTON, THENCE ABOUT 0.55 MILE NORTH
 JY0256'ALONG A BLACK TOP ROAD, ABOUT 0.5 MILE SOUTHEAST OF JUNCTION OF
 JY0256'NARROW ROAD LEADING NORTH, ABOUT 0.55 MILE NORTH OF PIPE LINE
 JY0256'PUMPING STATION, 17 FEET WEST OF CENTER LINE OF ROAD AND ON THE
 JY0256'OUTSIDE OF A CURVE, 2 1/2 FEET NORTH OF A TELEPHONE POLE WITH A
 JY0256'GUY WIRE, 5 YARDS NORTH OF THE EXTENDED LINE OF A HEDGE ROW EAST
 JY0256'OF ROAD, ABOUT 130 FEET SOUTH OF CENTER OF A TRASH FILLED DITCH
 JY0256'LEADING WEST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 JY0256'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1300 ***********************************************************************
 JX1300  DESIGNATION -  G 234
 JX1300  PID         -  JX1300
 JX1300  STATE/COUNTY-  OH/MEIGS
 JX1300  USGS QUAD   -  COOLVILLE (1994)
 JX1300
 JX1300                         *CURRENT SURVEY CONTROL
 JX1300  ___________________________________________________________________
 JX1300* NAD 83(1986)-  39 07 45.     (N)    081 49 40.     (W)     SCALED    
 JX1300* NAVD 88     -       267.377  (meters)     877.22   (feet)  ADJUSTED  
 JX1300  ___________________________________________________________________
 JX1300  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX1300  DYNAMIC HT  -         267.207 (meters)     876.66  (feet)  COMP
 JX1300  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 JX1300
 JX1300  VERT ORDER  -  SECOND    CLASS 0
 JX1300
 JX1300.The horizontal coordinates were scaled from a topographic map and have
 JX1300.an estimated accuracy of +/- 6 seconds.
 JX1300
 JX1300.The orthometric height was determined by differential leveling
 JX1300.and adjusted by the National Geodetic Survey in June 1991..
 JX1300
 JX1300.The geoid height was determined by GEOID03.
 JX1300
 JX1300.The dynamic height is computed by dividing the NAVD 88
 JX1300.geopotential number by the normal gravity value computed on the
 JX1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1300.degrees latitude (g = 980.6199 gals.).
 JX1300
 JX1300.The modeled gravity was interpolated from observed gravity values.
 JX1300
 JX1300;                    North         East    Units  Estimated Accuracy
 JX1300;SPC OH S     -   125,570.      658,120.      MT  (+/- 180 meters Scaled)
 JX1300
 JX1300                          SUPERSEDED SURVEY CONTROL
 JX1300
 JX1300  NGVD 29 (??/??/92)  267.559  (m)          877.82   (f) ADJ UNCH    2 0
 JX1300
 JX1300.Superseded values are not recommended for survey control.
 JX1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1300.See file dsdata.txt to determine how the superseded data were derived.
 JX1300
 JX1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD284314(NAD 83)
 JX1300_MARKER: DB = BENCH MARK DISK
 JX1300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1300_SP_SET: STEP
 JX1300_STAMPING: G 234 1958
 JX1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1300
 JX1300  HISTORY     - Date     Condition        Report By
 JX1300  HISTORY     - 1958     MONUMENTED       CGS
 JX1300  HISTORY     - 1976     GOOD             NGS
 JX1300
 JX1300                          STATION DESCRIPTION
 JX1300
 JX1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1300'3.7 MI SE FROM TUPPERS PLAINS.
 JX1300'ABOUT 1.65 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE INTERSECTION
 JX1300'OF STATE HIGHWAY 680 AT TUPPERS PLAIN, THENCE ABOUT 2.05 MILES
 JX1300'SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 0.15 MILE NORTHWEST OF
 JX1300'JUNCTION OF ROAD SOUTHWEST, AT SUCCESS CHURCH AND CEMEMTERY, IN
 JX1300'THE TOP OF THE LOWEST STEP OF THE NORTHWEST END OF A CONCRETE
 JX1300'RETAINING WALL, 14 FEET NORTHEAST OF CENTER LINE OF ROAD, 13
 JX1300'FEET WEST OF SOUTHWEST CORNER OF CHURCH BUILDING AND ABOUT 1
 JX1300'FOOT ABOVE LEVEL OF ROAD.
 JX1300
 JX1300                          STATION RECOVERY (1976)
 JX1300
 JX1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1085 ***********************************************************************
 JX1085  DESIGNATION -  G 235
 JX1085  PID         -  JX1085
 JX1085  STATE/COUNTY-  OH/WASHINGTON
 JX1085  USGS QUAD   -  PARKERSBURG (1994)
 JX1085
 JX1085                         *CURRENT SURVEY CONTROL
 JX1085  ___________________________________________________________________
 JX1085* NAD 83(1986)-  39 19 30.     (N)    081 33 38.     (W)     SCALED    
 JX1085* NAVD 88     -       180.834  (meters)     593.29   (feet)  ADJUSTED  
 JX1085  ___________________________________________________________________
 JX1085  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1085  DYNAMIC HT  -         180.722 (meters)     592.92  (feet)  COMP
 JX1085  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 JX1085
 JX1085  VERT ORDER  -  FIRST     CLASS II
 JX1085
 JX1085.The horizontal coordinates were scaled from a topographic map and have
 JX1085.an estimated accuracy of +/- 6 seconds.
 JX1085
 JX1085.The orthometric height was determined by differential leveling
 JX1085.and adjusted by the National Geodetic Survey in June 1991..
 JX1085
 JX1085.The geoid height was determined by GEOID03.
 JX1085
 JX1085.The dynamic height is computed by dividing the NAVD 88
 JX1085.geopotential number by the normal gravity value computed on the
 JX1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1085.degrees latitude (g = 980.6199 gals.).
 JX1085
 JX1085.The modeled gravity was interpolated from observed gravity values.
 JX1085
 JX1085;                    North         East    Units  Estimated Accuracy
 JX1085;SPC OH S     -   147,510.      681,000.      MT  (+/- 180 meters Scaled)
 JX1085
 JX1085                          SUPERSEDED SURVEY CONTROL
 JX1085
 JX1085  NGVD 29 (??/??/92)  181.016  (m)          593.88   (f) ADJ UNCH    1 2
 JX1085
 JX1085.Superseded values are not recommended for survey control.
 JX1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1085.See file dsdata.txt to determine how the superseded data were derived.
 JX1085
 JX1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD516529(NAD 83)
 JX1085_MARKER: DB = BENCH MARK DISK
 JX1085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1085_SP_SET: BUILDING
 JX1085_STAMPING: G 235 1959
 JX1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JX1085+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 JX1085
 JX1085  HISTORY     - Date     Condition        Report By
 JX1085  HISTORY     - 1959     MONUMENTED       CGS
 JX1085  HISTORY     - 1965     GOOD             NGS
 JX1085  HISTORY     - 1976     GOOD             NGS
 JX1085  HISTORY     - 20040603 GOOD             GEOCAC
 JX1085
 JX1085                          STATION DESCRIPTION
 JX1085
 JX1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 JX1085'3.4 MI N FROM BELPRE.
 JX1085'ABOUT 3.45 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1085'FROM THE STATION IN BELPRE, AT THE SMALL SETTLEMENT OF BRIGGS,
 JX1085'ABOUT 125 YARDS EAST OF AND ACROSS STATE ROUTE 7 FROM THE
 JX1085'RAILROAD TRACK, 87 YARDS SOUTH ALONG STATE ROUTE 7 FROM THE
 JX1085'JUNCTION WITH WASHINGTON COUNTY ROAD 51, AND 65 FEET EAST OF
 JX1085'THE APPROXIMATE CENTER OF STATE ROUTE 7.  MARK IS SET VERTICALLY
 JX1085'IN THE CENTER OF THE NORTH FACE OF THE NORTH WALL OF THE CONCRETE
 JX1085'GUAGE HOUSE FOR THE USGS RIVER GUAGE, 3 FEET EAST OF THE
 JX1085'NORTHWEST CORNER OF THE GUAGE HOUSE ABOUT 4 FEET ABOVE THE
 JX1085'GROUND, AND ABOUT 12 FEET BELOW THE LEVEL OF THE HIGHWAY.  A
 JX1085'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE WALL OF THE
 JX1085'GUAGE HOUSE AND THE DISK IS STAMPED G 235 1959.
 JX1085
 JX1085                          STATION RECOVERY (1976)
 JX1085
 JX1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1085'RECOVERED IN GOOD CONDITION.
 JX1085
 JX1085                          STATION RECOVERY (2004)
 JX1085
 JX1085'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 JX1085'MARK IS LOCATED 65 FEET EAST OF THE APPROXIMATE CENTER OF TWP. ROAD 51
 JX1085'(OLD STATE ROUTE 7).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0797 ***********************************************************************
 JX0797  DESIGNATION -  G 236
 JX0797  PID         -  JX0797
 JX0797  STATE/COUNTY-  OH/WASHINGTON
 JX0797  USGS QUAD   -  LOWER SALEM (1994)
 JX0797
 JX0797                         *CURRENT SURVEY CONTROL
 JX0797  ___________________________________________________________________
 JX0797* NAD 83(1995)-  39 30 20.34606(N)    081 28 10.14603(W)     ADJUSTED  
 JX0797* NAVD 88     -       196.823  (meters)     645.74   (feet)  ADJUSTED  
 JX0797  ___________________________________________________________________
 JX0797  X           -     730,990.385 (meters)                     COMP
 JX0797  Y           -  -4,873,414.540 (meters)                     COMP
 JX0797  Z           -   4,035,891.155 (meters)                     COMP
 JX0797  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 JX0797  ELLIP HEIGHT-         162.66  (meters)          (04/01/98) GPS OBS
 JX0797  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JX0797  DYNAMIC HT  -         196.706 (meters)     645.36  (feet)  COMP
 JX0797  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 JX0797
 JX0797  HORZ ORDER  -  THIRD
 JX0797  VERT ORDER  -  FIRST     CLASS II
 JX0797  ELLP ORDER  -  FOURTH    CLASS I
 JX0797
 JX0797.The horizontal coordinates were established by GPS observations
 JX0797.and adjusted by the National Geodetic Survey in April 1998..
 JX0797
 JX0797.The orthometric height was determined by differential leveling
 JX0797.and adjusted by the National Geodetic Survey in June 1991..
 JX0797
 JX0797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX0797
 JX0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX0797
 JX0797.The ellipsoidal height was determined by GPS observations
 JX0797.and is referenced to NAD 83.
 JX0797
 JX0797.The geoid height was determined by GEOID03.
 JX0797
 JX0797.The dynamic height is computed by dividing the NAVD 88
 JX0797.geopotential number by the normal gravity value computed on the
 JX0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0797.degrees latitude (g = 980.6199 gals.).
 JX0797
 JX0797.The modeled gravity was interpolated from observed gravity values.
 JX0797
 JX0797;                    North         East     Units Scale Factor Converg.
 JX0797;SPC OH S     -   167,653.398   688,623.532   MT  0.99993814   +0 39 14.0
 JX0797;UTM  17      - 4,372,996.936   459,637.324   MT  0.99962006   -0 17 55.2
 JX0797
 JX0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX0797!SPC OH S     -   0.99997448  x   0.99993814  =   0.99991262
 JX0797!UTM  17      -   0.99997448  x   0.99962006  =   0.99959455
 JX0797
 JX0797                          SUPERSEDED SURVEY CONTROL
 JX0797
 JX0797  NAD 83(1986)-  39 30 20.35275(N)    081 28 10.14993(W) AD(       ) 3
 JX0797  NGVD 29 (??/??/92)  197.001  (m)          646.33   (f) ADJ UNCH    1 2
 JX0797
 JX0797.Superseded values are not recommended for survey control.
 JX0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0797.See file dsdata.txt to determine how the superseded data were derived.
 JX0797
 JX0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5963772997(NAD 83)
 JX0797_MARKER: DB = BENCH MARK DISK
 JX0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0797_SP_SET: CONCRETE POST
 JX0797_STAMPING: G 236 1959
 JX0797_MARK LOGO: CGS   
 JX0797_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0797+STABILITY: SURFACE MOTION
 JX0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX0797+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1990
 JX0797
 JX0797  HISTORY     - Date     Condition        Report By
 JX0797  HISTORY     - 1959     MONUMENTED       CGS
 JX0797  HISTORY     - 19901031 GOOD             NGS
 JX0797
 JX0797                          STATION DESCRIPTION
 JX0797
 JX0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX0797'2.6 MI SE FROM LOWELL.
 JX0797'ABOUT 2.65 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0797'FROM THE STATION AT LOWELL, AT MILEPOLE 61-21, AT A PRIVATE
 JX0797'DRIVE LEADING SOUTHWEST TO A 1 1/2 STORY HOUSE, 18 1/2 FEET
 JX0797'SOUTHWEST OF THE SOUTHWEST RAIL, 11 FEET NORTHWEST OF THE CENTER
 JX0797'LINE OF THE DRIVE, 23 FEET WEST OF THE CENTER LINE OF THE
 JX0797'CROSSING, 5 FEET NORTHWEST OF A FENCE CORNER, 1 1/2 FEET NORTHEAST
 JX0797'OF THE NORTHWEST-SOUTHEAST FENCE LINE, 54 FEET SOUTH OF AND
 JX0797'ACROSS THE TRACK FROM THE MILEPOLE, 2 FEET SOUTHEAST OF A STEEL
 JX0797'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND
 JX0797'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 JX0797'GROUND.
 JX0797
 JX0797                          STATION RECOVERY (1990)
 JX0797
 JX0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JX0797'THE STATION IS LOCATED ABOUT 4.82 KM (3.00 MI) EAST-SOUTHEAST OF
 JX0797'LOWELL, 19.3 KM (12.0 MI) NORTHWEST OF MARIETTA, 35.4 KM (22.0 MI)
 JX0797'SOUTH-SOUTHWEST OF MACKSBURG AND BETWEEN THE WEST SIDE OF A GRAVEL
 JX0797'ROAD AND THE BALTIMORE AND OHIO RAILROAD.  OWNERSHIP--UNKNOWN.
 JX0797'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 530 IN
 JX0797'LOWELL, GO WEST ON STATE HIGHWAY 60 FOR 0.32 KM (0.20 MI) TO THE
 JX0797'JUNCTION OF COUNTY ROAD 60 ON THE RIGHT, TURN RIGHT, SOUTH, AND
 JX0797'CROSSING THE MUSKINGUM RIVER ON COUNTY ROAD 60 FOR 0.64 KM (0.40 MI)
 JX0797'TO A PAVED ROAD ON THE LEFT, TURN LEFT, EAST-SOUTHEASTERLY, FOR 4.26
 JX0797'KM (2.65 MI) TO THE STATION ON THE RIGHT, ON THE NORTHWEST SIDE OF A
 JX0797'DIRT DRIVE CROSSING THE RAILROAD TRACKS AND LEADING UPHILL AND ACROSS
 JX0797'THE ROAD FROM THE ENTRANCE DRIVE TO A FARM HOUSE.
 JX0797'THE STATION IS ABOUT 0.92 M (3.02 FT) ABOVE THE TRACKS LOCATED 18.4 M
 JX0797'(60.4 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 5.6 M (18.4 FT)
 JX0797'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 4.0 M (13.1 FT)
 JX0797'NORTHWEST OF THE CENTER OF THE DIRT DRIVE AND 0.6 M (2.0 FT) SOUTHEAST
 JX0797'OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1531 ***********************************************************************
 JX1531  DESIGNATION -  G 237
 JX1531  PID         -  JX1531
 JX1531  STATE/COUNTY-  OH/MORGAN
 JX1531  USGS QUAD   -  BEVERLY (1994)
 JX1531
 JX1531                         *CURRENT SURVEY CONTROL
 JX1531  ___________________________________________________________________
 JX1531* NAD 83(1986)-  39 31 42.     (N)    081 43 32.     (W)     SCALED    
 JX1531* NAVD 88     -       199.134  (meters)     653.33   (feet)  ADJUSTED  
 JX1531  ___________________________________________________________________
 JX1531  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JX1531  DYNAMIC HT  -         199.013 (meters)     652.93  (feet)  COMP
 JX1531  MODELED GRAV-     980,017.6   (mgal)                       NAVD 88
 JX1531
 JX1531  VERT ORDER  -  FIRST     CLASS II
 JX1531
 JX1531.The horizontal coordinates were scaled from a topographic map and have
 JX1531.an estimated accuracy of +/- 6 seconds.
 JX1531
 JX1531.The orthometric height was determined by differential leveling
 JX1531.and adjusted by the National Geodetic Survey in June 1991..
 JX1531
 JX1531.The geoid height was determined by GEOID03.
 JX1531
 JX1531.The dynamic height is computed by dividing the NAVD 88
 JX1531.geopotential number by the normal gravity value computed on the
 JX1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1531.degrees latitude (g = 980.6199 gals.).
 JX1531
 JX1531.The modeled gravity was interpolated from observed gravity values.
 JX1531
 JX1531;                    North         East    Units  Estimated Accuracy
 JX1531;SPC OH S     -   169,950.      666,580.      MT  (+/- 180 meters Scaled)
 JX1531
 JX1531                          SUPERSEDED SURVEY CONTROL
 JX1531
 JX1531  NGVD 29 (??/??/92)  199.325  (m)          653.95   (f) ADJ UNCH    1 2
 JX1531
 JX1531.Superseded values are not recommended for survey control.
 JX1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1531.See file dsdata.txt to determine how the superseded data were derived.
 JX1531
 JX1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD376756(NAD 83)
 JX1531_MARKER: DB = BENCH MARK DISK
 JX1531_SETTING: 66 = SET IN ROCK OUTCROP
 JX1531_SP_SET: ROCK CUT
 JX1531_STAMPING: G 237 1959
 JX1531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1531+STABILITY: POSITION/ELEVATION WELL
 JX1531
 JX1531  HISTORY     - Date     Condition        Report By
 JX1531  HISTORY     - 1959     MONUMENTED       CGS
 JX1531
 JX1531                          STATION DESCRIPTION
 JX1531
 JX1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1531'5.2 MI SE FROM STOCKPORT.
 JX1531'ABOUT 5.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1531'FROM THE STATION AT STOCKPORT, 0.8 MILE SOUTHWEST OF OLD LOCK
 JX1531'AND DAM NO. 5, AT MILEPOLE 39-17, ABOUT 3 1/2 RAILS EAST OF
 JX1531'THE WEST END OF A LONG ROCK CUT, 9 FEET SOUTH OF THE SOUTH
 JX1531'RAIL, SET VERTICALLY IN THE NORTH FACE OF THE ROCK CUT, 60
 JX1531'FEET SOUTHEAST OF AND ACROSS THE TRACK FROM THE MILEPOLE, 2 1/2
 JX1531'FEET ABOVE THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JX1531'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0016 ***********************************************************************
 KZ0016  DESIGNATION -  G 239
 KZ0016  PID         -  KZ0016
 KZ0016  STATE/COUNTY-  OH/WAYNE
 KZ0016  USGS QUAD   -  WEST SALEM (1981)
 KZ0016
 KZ0016                         *CURRENT SURVEY CONTROL
 KZ0016  ___________________________________________________________________
 KZ0016* NAD 83(1986)-  40 54 39.     (N)    082 00 31.     (W)     SCALED    
 KZ0016* NAVD 88     -       270.180  (meters)     886.42   (feet)  ADJUSTED  
 KZ0016  ___________________________________________________________________
 KZ0016  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KZ0016  DYNAMIC HT  -         270.059 (meters)     886.02  (feet)  COMP
 KZ0016  MODELED GRAV-     980,170.9   (mgal)                       NAVD 88
 KZ0016
 KZ0016  VERT ORDER  -  SECOND    CLASS 0
 KZ0016
 KZ0016.The horizontal coordinates were scaled from a topographic map and have
 KZ0016.an estimated accuracy of +/- 6 seconds.
 KZ0016
 KZ0016.The orthometric height was determined by differential leveling
 KZ0016.and adjusted by the National Geodetic Survey in June 1991..
 KZ0016
 KZ0016.The geoid height was determined by GEOID03.
 KZ0016
 KZ0016.The dynamic height is computed by dividing the NAVD 88
 KZ0016.geopotential number by the normal gravity value computed on the
 KZ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0016.degrees latitude (g = 980.6199 gals.).
 KZ0016
 KZ0016.The modeled gravity was interpolated from observed gravity values.
 KZ0016
 KZ0016;                    North         East    Units  Estimated Accuracy
 KZ0016;SPC OH N     -   138,280.      641,400.      MT  (+/- 180 meters Scaled)
 KZ0016
 KZ0016                          SUPERSEDED SURVEY CONTROL
 KZ0016
 KZ0016  NGVD 29 (??/??/92)  270.385  (m)          887.09   (f) ADJ UNCH    2 0
 KZ0016
 KZ0016.Superseded values are not recommended for survey control.
 KZ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0016.See file dsdata.txt to determine how the superseded data were derived.
 KZ0016
 KZ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF150293(NAD 83)
 KZ0016_MARKER: DB = BENCH MARK DISK
 KZ0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0016_SP_SET: ABUTMENT
 KZ0016_STAMPING: G 239 1959
 KZ0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0016
 KZ0016  HISTORY     - Date     Condition        Report By
 KZ0016  HISTORY     - 1959     MONUMENTED       CGS
 KZ0016  HISTORY     - 1969     GOOD             NGS
 KZ0016  HISTORY     - 1987     POOR             OHDT
 KZ0016
 KZ0016                          STATION DESCRIPTION
 KZ0016
 KZ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0016'AT ARMSTRONG.
 KZ0016'AT ARMSTRONG, ALONG THE BALTIMORE AND OHIO RAILROAD, AT THE CROSSING
 KZ0016'OF COUNTY ROAD 186, IN THE TOP OF NORTH END OF EAST CONCRETE
 KZ0016'ABUTMENT OF COUNTY ROAD BRIDGE OVER KILLBUCK CREEK, 12 FEET NORTH
 KZ0016'OF CENTER LINE OF ROAD, 57 FEET EAST OF EAST RAIL AND THE CENTER
 KZ0016'OF CROSSING, 1/2 FOOT SOUTH OF NORTH END OF ABUTMENT AND 2 FEET
 KZ0016'BELOW LEVEL OF ROAD.
 KZ0016
 KZ0016                          STATION RECOVERY (1969)
 KZ0016
 KZ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KZ0016'RECOVERED IN GOOD CONDITION.
 KZ0016
 KZ0016                          STATION RECOVERY (1987)
 KZ0016
 KZ0016'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0016'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0616 ***********************************************************************
 KZ0616  DESIGNATION -  G 24
 KZ0616  PID         -  KZ0616
 KZ0616  STATE/COUNTY-  OH/HARDIN
 KZ0616  USGS QUAD   -  FORAKER (1984)
 KZ0616
 KZ0616                         *CURRENT SURVEY CONTROL
 KZ0616  ___________________________________________________________________
 KZ0616* NAD 83(1986)-  40 39 11.     (N)    083 39 29.     (W)     SCALED    
 KZ0616* NAVD 88     -       294.849  (meters)     967.35   (feet)  ADJUSTED  
 KZ0616  ___________________________________________________________________
 KZ0616  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 KZ0616  DYNAMIC HT  -         294.695 (meters)     966.85  (feet)  COMP
 KZ0616  MODELED GRAV-     980,094.1   (mgal)                       NAVD 88
 KZ0616
 KZ0616  VERT ORDER  -  SECOND    CLASS 0
 KZ0616
 KZ0616.The horizontal coordinates were scaled from a topographic map and have
 KZ0616.an estimated accuracy of +/- 6 seconds.
 KZ0616
 KZ0616.The orthometric height was determined by differential leveling
 KZ0616.and adjusted by the National Geodetic Survey in June 1991..
 KZ0616
 KZ0616.The geoid height was determined by GEOID03.
 KZ0616
 KZ0616.The dynamic height is computed by dividing the NAVD 88
 KZ0616.geopotential number by the normal gravity value computed on the
 KZ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0616.degrees latitude (g = 980.6199 gals.).
 KZ0616
 KZ0616.The modeled gravity was interpolated from observed gravity values.
 KZ0616
 KZ0616;                    North         East    Units  Estimated Accuracy
 KZ0616;SPC OH N     -   110,190.      502,060.      MT  (+/- 180 meters Scaled)
 KZ0616
 KZ0616                          SUPERSEDED SURVEY CONTROL
 KZ0616
 KZ0616  NGVD 29 (??/??/92)  295.024  (m)          967.92   (f) ADJ UNCH    2 0
 KZ0616
 KZ0616.Superseded values are not recommended for survey control.
 KZ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0616.See file dsdata.txt to determine how the superseded data were derived.
 KZ0616
 KZ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF752036(NAD 83)
 KZ0616_MARKER: DB = BENCH MARK DISK
 KZ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0616_STAMPING: G 24 1934
 KZ0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0616+STABILITY: SURFACE MOTION
 KZ0616
 KZ0616  HISTORY     - Date     Condition        Report By
 KZ0616  HISTORY     - 1934     MONUMENTED       CGS
 KZ0616  HISTORY     - 1960     GOOD             NGS
 KZ0616
 KZ0616                          STATION DESCRIPTION
 KZ0616
 KZ0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ0616'2.7 MI NW FROM KENTON.
 KZ0616'ABOUT 2.7 MILES NORTHWEST ALONG THE ERIE RAILROAD FROM THE
 KZ0616'STATION AT KENTON, 0.3 MILE SOUTHEAST OF MILEPOST M 28, ACROSS
 KZ0616'THE TRACK FROM MILEAGE POLE 27+28, AT THE CROSSING OF GRAVEL
 KZ0616'ROAD 135 LEADING NORTH-SOUTH, 52 FEET WEST OF THE CENTER LINE OF
 KZ0616'ROAD, 30 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL OF
 KZ0616'THE SOUTH-SOUTHWEST TRACK, 3 FEET NORTH-NORTHEAST OF A
 KZ0616'RIGHT-OF-WAY FENCE, 15 FEET NORTHWEST OF EAST-SOUTHEAST END OF
 KZ0616'RIGHT-OF-WAY FENCE AND VERTICAL RAIL END POST OF FENCE, ABOUT
 KZ0616'1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A
 KZ0616'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0102 ***********************************************************************
 KZ0102  DESIGNATION -  G 240
 KZ0102  PID         -  KZ0102
 KZ0102  STATE/COUNTY-  OH/ASHLAND
 KZ0102  USGS QUAD   -  POLK (1981)
 KZ0102
 KZ0102                         *CURRENT SURVEY CONTROL
 KZ0102  ___________________________________________________________________
 KZ0102* NAD 83(1986)-  40 59 33.     (N)    082 14 33.     (W)     SCALED    
 KZ0102* NAVD 88     -       358.265  (meters)    1175.41   (feet)  ADJUSTED  
 KZ0102  ___________________________________________________________________
 KZ0102  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KZ0102  DYNAMIC HT  -         358.106 (meters)    1174.89  (feet)  COMP
 KZ0102  MODELED GRAV-     980,169.1   (mgal)                       NAVD 88
 KZ0102
 KZ0102  VERT ORDER  -  SECOND    CLASS 0
 KZ0102
 KZ0102.The horizontal coordinates were scaled from a topographic map and have
 KZ0102.an estimated accuracy of +/- 6 seconds.
 KZ0102
 KZ0102.The orthometric height was determined by differential leveling
 KZ0102.and adjusted by the National Geodetic Survey in June 1991..
 KZ0102
 KZ0102.The geoid height was determined by GEOID03.
 KZ0102
 KZ0102.The dynamic height is computed by dividing the NAVD 88
 KZ0102.geopotential number by the normal gravity value computed on the
 KZ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0102.degrees latitude (g = 980.6199 gals.).
 KZ0102
 KZ0102.The modeled gravity was interpolated from observed gravity values.
 KZ0102
 KZ0102;                    North         East    Units  Estimated Accuracy
 KZ0102;SPC OH N     -   147,260.      621,670.      MT  (+/- 180 meters Scaled)
 KZ0102
 KZ0102                          SUPERSEDED SURVEY CONTROL
 KZ0102
 KZ0102  NGVD 29 (??/??/92)  358.441  (m)         1175.99   (f) ADJ UNCH    2 0
 KZ0102
 KZ0102.Superseded values are not recommended for survey control.
 KZ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0102.See file dsdata.txt to determine how the superseded data were derived.
 KZ0102
 KZ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF954386(NAD 83)
 KZ0102_MARKER: DB = BENCH MARK DISK
 KZ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0102_STAMPING: G 240 1959
 KZ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0102+STABILITY: SURFACE MOTION
 KZ0102
 KZ0102  HISTORY     - Date     Condition        Report By
 KZ0102  HISTORY     - 1959     MONUMENTED       CGS
 KZ0102  HISTORY     - 1987     GOOD             OHDT
 KZ0102  HISTORY     - 1991     GOOD             USPSQD
 KZ0102
 KZ0102                          STATION DESCRIPTION
 KZ0102
 KZ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0102'3.6 MI SW FROM SULLIVAN.
 KZ0102'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 58 FROM THE INTERSECTION
 KZ0102'OF U.S. HIGHWAY 224 AT SULLIVAN, THENCE ABOUT 1.05 MILES WEST
 KZ0102'ALONG COUNTY ROAD 11, AT THE INTERSECTION OF SULLIVAN TWP
 KZ0102'ROAD 175, 39 1/2 FEET NORTH OF THE CENTER LINE OF ROAD 11, 33
 KZ0102'FEET EAST OF THE CENTER LINE OF ROAD 175, 45 FEET NORTHEAST
 KZ0102'OF THE CENTER OF THE INTERSECTION, 97 FEET NORTH OF AND ACROSS
 KZ0102'BOTH ROADS FROM THE NORTHEAST CORNER OF A SMALL CEMETERY, 9 1/2
 KZ0102'FEET SOUTH OF A POWER LINE POLE, 8 FEET EAST OF THE TWP ROAD MARKER
 KZ0102'SIGN POST, 4 FEET BELOW THE LEVEL OF THE INTERSECTION, AND
 KZ0102'SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KZ0102
 KZ0102                          STATION RECOVERY (1987)
 KZ0102
 KZ0102'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0102'RECOVERED IN GOOD CONDITION.
 KZ0102
 KZ0102                          STATION RECOVERY (1991)
 KZ0102
 KZ0102'RECOVERY NOTE BY US POWER SQUADRON 1991 (DE)
 KZ0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0210 ***********************************************************************
 KZ0210  DESIGNATION -  G 241
 KZ0210  PID         -  KZ0210
 KZ0210  STATE/COUNTY-  OH/WAYNE
 KZ0210  USGS QUAD   -  WEST SALEM (1981)
 KZ0210
 KZ0210                         *CURRENT SURVEY CONTROL
 KZ0210  ___________________________________________________________________
 KZ0210* NAD 83(1986)-  40 55 16.     (N)    082 05 27.     (W)     SCALED    
 KZ0210* NAVD 88     -       354.613  (meters)    1163.43   (feet)  ADJUSTED  
 KZ0210  ___________________________________________________________________
 KZ0210  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KZ0210  DYNAMIC HT  -         354.457 (meters)    1162.91  (feet)  COMP
 KZ0210  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 KZ0210
 KZ0210  VERT ORDER  -  SECOND    CLASS 0
 KZ0210
 KZ0210.The horizontal coordinates were scaled from a topographic map and have
 KZ0210.an estimated accuracy of +/- 6 seconds.
 KZ0210
 KZ0210.The orthometric height was determined by differential leveling
 KZ0210.and adjusted by the National Geodetic Survey in June 1991..
 KZ0210
 KZ0210.The geoid height was determined by GEOID03.
 KZ0210
 KZ0210.The dynamic height is computed by dividing the NAVD 88
 KZ0210.geopotential number by the normal gravity value computed on the
 KZ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0210.degrees latitude (g = 980.6199 gals.).
 KZ0210
 KZ0210.The modeled gravity was interpolated from observed gravity values.
 KZ0210
 KZ0210;                    North         East    Units  Estimated Accuracy
 KZ0210;SPC OH N     -   139,380.      634,460.      MT  (+/- 180 meters Scaled)
 KZ0210
 KZ0210                          SUPERSEDED SURVEY CONTROL
 KZ0210
 KZ0210  NGVD 29 (??/??/92)  354.813  (m)         1164.08   (f) ADJ UNCH    2 0
 KZ0210
 KZ0210.Superseded values are not recommended for survey control.
 KZ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0210.See file dsdata.txt to determine how the superseded data were derived.
 KZ0210
 KZ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF081305(NAD 83)
 KZ0210_MARKER: DB = BENCH MARK DISK
 KZ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0210_STAMPING: G 241 1959
 KZ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0210+STABILITY: SURFACE MOTION
 KZ0210
 KZ0210  HISTORY     - Date     Condition        Report By
 KZ0210  HISTORY     - 1959     MONUMENTED       CGS
 KZ0210  HISTORY     - 1987     GOOD             OHDT
 KZ0210
 KZ0210                          STATION DESCRIPTION
 KZ0210
 KZ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0210'1 MI E FROM PLEASANT HOME.
 KZ0210'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 604 FROM THE NORTH
 KZ0210'JUNCTION OF STATE HIGHWAY 301 AT PLEASANT HOME, 0.5 MILE WEST
 KZ0210'OF THE INTERSECTION OF ROAD 124, AT THE JUNCTION OF A DRIVE
 KZ0210'LEADING NORTH TO A LARGE TWO-STORY WHITE FARMHOUSE, 27 FEET
 KZ0210'NORTH OF THE CENTER LINE OF THE ROAD, 11 FEET EAST OF THE CENTER
 KZ0210'LINE OF THE EASTERNMOST DRIVEWAY, 31 1/2 FEET EAST OF AND ACROSS
 KZ0210'THE DRIVE FROM THE EAST ONE OF FOUR LARGE MAPLE TREES, 1 1/2
 KZ0210'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE
 KZ0210'POST PROJECTING 3 INCHES.
 KZ0210
 KZ0210                          STATION RECOVERY (1987)
 KZ0210
 KZ0210'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0158 ***********************************************************************
 KZ0158  DESIGNATION -  G 242
 KZ0158  PID         -  KZ0158
 KZ0158  STATE/COUNTY-  OH/ASHLAND
 KZ0158  USGS QUAD   -  ASHLAND NORTH (1972)
 KZ0158
 KZ0158                         *CURRENT SURVEY CONTROL
 KZ0158  ___________________________________________________________________
 KZ0158* NAD 83(1986)-  40 57 20.     (N)    082 15 31.     (W)     SCALED    
 KZ0158* NAVD 88     -       321.896  (meters)    1056.09   (feet)  ADJUSTED  
 KZ0158  ___________________________________________________________________
 KZ0158  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KZ0158  DYNAMIC HT  -         321.751 (meters)    1055.61  (feet)  COMP
 KZ0158  MODELED GRAV-     980,164.7   (mgal)                       NAVD 88
 KZ0158
 KZ0158  VERT ORDER  -  SECOND    CLASS 0
 KZ0158
 KZ0158.The horizontal coordinates were scaled from a topographic map and have
 KZ0158.an estimated accuracy of +/- 6 seconds.
 KZ0158
 KZ0158.The orthometric height was determined by differential leveling
 KZ0158.and adjusted by the National Geodetic Survey in June 1991..
 KZ0158
 KZ0158.The geoid height was determined by GEOID03.
 KZ0158
 KZ0158.The dynamic height is computed by dividing the NAVD 88
 KZ0158.geopotential number by the normal gravity value computed on the
 KZ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0158.degrees latitude (g = 980.6199 gals.).
 KZ0158
 KZ0158.The modeled gravity was interpolated from observed gravity values.
 KZ0158
 KZ0158;                    North         East    Units  Estimated Accuracy
 KZ0158;SPC OH N     -   143,150.      620,320.      MT  (+/- 180 meters Scaled)
 KZ0158
 KZ0158                          SUPERSEDED SURVEY CONTROL
 KZ0158
 KZ0158  NGVD 29 (??/??/92)  322.08   (m)         1056.7    (f) COMPUTED    2 0
 KZ0158
 KZ0158.Superseded values are not recommended for survey control.
 KZ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0158.See file dsdata.txt to determine how the superseded data were derived.
 KZ0158
 KZ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF940345(NAD 83)
 KZ0158_MARKER: DB = BENCH MARK DISK
 KZ0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0158_SP_SET: BRIDGE
 KZ0158_STAMPING: G 242 1959
 KZ0158_MARK LOGO: CGS   
 KZ0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0158
 KZ0158  HISTORY     - Date     Condition        Report By
 KZ0158  HISTORY     - 1959     MONUMENTED       CGS
 KZ0158  HISTORY     - 1970     GOOD             NGS
 KZ0158  HISTORY     - 1991     GOOD             USPSQD
 KZ0158
 KZ0158                          STATION DESCRIPTION
 KZ0158
 KZ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0158'2.8 MI NE FROM NANKIN.
 KZ0158'ABOUT 2.75 MILES NORTHEAST ALONG STATE HIGHWAY 58 FROM THE
 KZ0158'INTERSECTION OF STATE HIGHWAY 302 AT NANKIN, AT THE SOUTHWEST
 KZ0158'END OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, 16 FEET
 KZ0158'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE WING
 KZ0158'WALL AT THE WEST CORNER OF A 55-FOOT CONCRETE BRIDGE OVER JEROME
 KZ0158'FORK OF ORANGE CREEK, AND ABOUT LEVEL WITH THE HIGHWAY.
 KZ0158
 KZ0158                          STATION RECOVERY (1970)
 KZ0158
 KZ0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0158'RECOVERED IN GOOD CONDITION.
 KZ0158
 KZ0158                          STATION RECOVERY (1991)
 KZ0158
 KZ0158'RECOVERY NOTE BY US POWER SQUADRON 1991 (DE)
 KZ0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0253 ***********************************************************************
 KZ0253  DESIGNATION -  G 243
 KZ0253  PID         -  KZ0253
 KZ0253  STATE/COUNTY-  OH/ASHLAND
 KZ0253  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0253
 KZ0253                         *CURRENT SURVEY CONTROL
 KZ0253  ___________________________________________________________________
 KZ0253* NAD 83(1986)-  40 51 26.     (N)    082 10 21.     (W)     SCALED    
 KZ0253* NAVD 88     -       361.834  (meters)    1187.12   (feet)  ADJUSTED  
 KZ0253  ___________________________________________________________________
 KZ0253  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KZ0253  DYNAMIC HT  -         361.671 (meters)    1186.58  (feet)  COMP
 KZ0253  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 KZ0253
 KZ0253  VERT ORDER  -  SECOND    CLASS 0
 KZ0253
 KZ0253.The horizontal coordinates were scaled from a topographic map and have
 KZ0253.an estimated accuracy of +/- 6 seconds.
 KZ0253
 KZ0253.The orthometric height was determined by differential leveling
 KZ0253.and adjusted by the National Geodetic Survey in June 1991..
 KZ0253
 KZ0253.The geoid height was determined by GEOID03.
 KZ0253
 KZ0253.The dynamic height is computed by dividing the NAVD 88
 KZ0253.geopotential number by the normal gravity value computed on the
 KZ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0253.degrees latitude (g = 980.6199 gals.).
 KZ0253
 KZ0253.The modeled gravity was interpolated from observed gravity values.
 KZ0253
 KZ0253;                    North         East    Units  Estimated Accuracy
 KZ0253;SPC OH N     -   132,260.      627,610.      MT  (+/- 180 meters Scaled)
 KZ0253
 KZ0253                          SUPERSEDED SURVEY CONTROL
 KZ0253
 KZ0253  NGVD 29 (??/??/92)  362.025  (m)         1187.74   (f) ADJ UNCH    2 0
 KZ0253
 KZ0253.Superseded values are not recommended for survey control.
 KZ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0253.See file dsdata.txt to determine how the superseded data were derived.
 KZ0253
 KZ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF011235(NAD 83)
 KZ0253_MARKER: DB = BENCH MARK DISK
 KZ0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0253_SP_SET: CULVERT
 KZ0253_STAMPING: G 243 1959
 KZ0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0253
 KZ0253  HISTORY     - Date     Condition        Report By
 KZ0253  HISTORY     - 1959     MONUMENTED       CGS
 KZ0253  HISTORY     - 1987     GOOD             OHDT
 KZ0253
 KZ0253                          STATION DESCRIPTION
 KZ0253
 KZ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0253'0.9 MI W FROM ROWSBURG.
 KZ0253'ABOUT 0.9 MILE WEST ALONG U.S. HIGHWAY 250 FROM THE INTERSECTION
 KZ0253'OF PERRY TWP ROAD 46 AT ROWSBURG, 0.1 MILE EAST OF THE
 KZ0253'INTERSECTION OF COUNTY ROAD 154, 0.75 MILE WEST OF THE CHURCH
 KZ0253'OF THE NAZARENE, 20 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KZ0253'IN TOP OF THE WEST END OF THE NORTH HEAD WALL TO A 6-FOOT CONCRETE
 KZ0253'BOX CULVERT, 2 1/2 FEET EAST OF THE WEST END OF THE HEAD WALL,
 KZ0253'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KZ0253
 KZ0253                          STATION RECOVERY (1987)
 KZ0253
 KZ0253'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0227 ***********************************************************************
 KZ0227  DESIGNATION -  G 244
 KZ0227  PID         -  KZ0227
 KZ0227  STATE/COUNTY-  OH/ASHLAND
 KZ0227  USGS QUAD   -  ASHLAND NORTH (1972)
 KZ0227
 KZ0227                         *CURRENT SURVEY CONTROL
 KZ0227  ___________________________________________________________________
 KZ0227* NAD 83(1986)-  40 53 33.     (N)    082 19 42.     (W)     SCALED    
 KZ0227* NAVD 88     -       328.181  (meters)    1076.71   (feet)  ADJUSTED  
 KZ0227  ___________________________________________________________________
 KZ0227  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KZ0227  DYNAMIC HT  -         328.030 (meters)    1076.21  (feet)  COMP
 KZ0227  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 KZ0227
 KZ0227  VERT ORDER  -  SECOND    CLASS 0
 KZ0227
 KZ0227.The horizontal coordinates were scaled from a topographic map and have
 KZ0227.an estimated accuracy of +/- 6 seconds.
 KZ0227
 KZ0227.The orthometric height was determined by differential leveling
 KZ0227.and adjusted by the National Geodetic Survey in June 1991..
 KZ0227
 KZ0227.The geoid height was determined by GEOID03.
 KZ0227
 KZ0227.The dynamic height is computed by dividing the NAVD 88
 KZ0227.geopotential number by the normal gravity value computed on the
 KZ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0227.degrees latitude (g = 980.6199 gals.).
 KZ0227
 KZ0227.The modeled gravity was interpolated from observed gravity values.
 KZ0227
 KZ0227;                    North         East    Units  Estimated Accuracy
 KZ0227;SPC OH N     -   136,140.      614,470.      MT  (+/- 180 meters Scaled)
 KZ0227
 KZ0227                          SUPERSEDED SURVEY CONTROL
 KZ0227
 KZ0227  NGVD 29 (??/??/92)  328.357  (m)         1077.28   (f) ADJ UNCH    2 0
 KZ0227
 KZ0227.Superseded values are not recommended for survey control.
 KZ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0227.See file dsdata.txt to determine how the superseded data were derived.
 KZ0227
 KZ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF881276(NAD 83)
 KZ0227_MARKER: DB = BENCH MARK DISK
 KZ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0227_STAMPING: G 244 1959
 KZ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0227+STABILITY: SURFACE MOTION
 KZ0227
 KZ0227  HISTORY     - Date     Condition        Report By
 KZ0227  HISTORY     - 1959     MONUMENTED       CGS
 KZ0227  HISTORY     - 1969     GOOD             NGS
 KZ0227  HISTORY     - 1987     GOOD             OHDT
 KZ0227  HISTORY     - 1990     GOOD             USPSQD
 KZ0227
 KZ0227                          STATION DESCRIPTION
 KZ0227
 KZ0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KZ0227'1.7 MI N FROM ASHLAND.
 KZ0227'ABOUT 1.7 MILES NORTH ALONG U.S. HIGHWAY 250 AND STATE HIGHWAY
 KZ0227'60 FROM THE POST OFFICE IN ASHLAND, 294 FEET NORTHEAST OF THE
 KZ0227'CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A METAL WITNESS POST,
 KZ0227'AT THE NORTH SIDE OF A LARGE METAL BUILDING, 14 FEET WEST OF
 KZ0227'THE NORTHEAST CORNER OF THE BUILDING, 16 FEET EAST OF THE
 KZ0227'NORTHWEST CORNER OF THE BUILDING, 1 FOOT NORTH OF THE NORTH
 KZ0227'WALL OF THE BUILDING, SET IN THE TOP OF A ROUND CONCRETE POST
 KZ0227'FLUSH WITH THE GROUND.  NOTE-- LITTLE REMAINS OF THE AIRPORT.
 KZ0227
 KZ0227                          STATION RECOVERY (1987)
 KZ0227
 KZ0227'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DMK)
 KZ0227'RECOVERED IN GOOD CONDITION.
 KZ0227
 KZ0227                          STATION RECOVERY (1990)
 KZ0227
 KZ0227'RECOVERY NOTE BY US POWER SQUADRON 1990 (BN)
 KZ0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1562 ***********************************************************************
 KY1562  DESIGNATION -  G 245
 KY1562  PID         -  KY1562
 KY1562  STATE/COUNTY-  OH/MUSKINGUM
 KY1562  USGS QUAD   -  ADAMSVILLE (1994)
 KY1562
 KY1562                         *CURRENT SURVEY CONTROL
 KY1562  ___________________________________________________________________
 KY1562* NAD 83(1986)-  40 01 41.     (N)    081 59 38.     (W)     SCALED    
 KY1562* NAVD 88     -       219.660  (meters)     720.67   (feet)  ADJUSTED  
 KY1562  ___________________________________________________________________
 KY1562  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY1562  DYNAMIC HT  -         219.543 (meters)     720.28  (feet)  COMP
 KY1562  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 KY1562
 KY1562  VERT ORDER  -  FIRST     CLASS II
 KY1562
 KY1562.The horizontal coordinates were scaled from a topographic map and have
 KY1562.an estimated accuracy of +/- 6 seconds.
 KY1562
 KY1562.The orthometric height was determined by differential leveling
 KY1562.and adjusted by the National Geodetic Survey in June 1991..
 KY1562
 KY1562.The geoid height was determined by GEOID03.
 KY1562
 KY1562.The dynamic height is computed by dividing the NAVD 88
 KY1562.geopotential number by the normal gravity value computed on the
 KY1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1562.degrees latitude (g = 980.6199 gals.).
 KY1562
 KY1562.The modeled gravity was interpolated from observed gravity values.
 KY1562
 KY1562;                    North         East    Units  Estimated Accuracy
 KY1562;SPC OH S     -   225,270.      643,200.      MT  (+/- 180 meters Scaled)
 KY1562
 KY1562                          SUPERSEDED SURVEY CONTROL
 KY1562
 KY1562  NGVD 29 (??/??/92)  219.875  (m)          721.37   (f) ADJ UNCH    1 2
 KY1562
 KY1562.Superseded values are not recommended for survey control.
 KY1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1562.See file dsdata.txt to determine how the superseded data were derived.
 KY1562
 KY1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME151313(NAD 83)
 KY1562_MARKER: DB = BENCH MARK DISK
 KY1562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1562_SP_SET: BRIDGE
 KY1562_STAMPING: G 245 1959
 KY1562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1562
 KY1562  HISTORY     - Date     Condition        Report By
 KY1562  HISTORY     - 1959     MONUMENTED       CGS
 KY1562
 KY1562                          STATION DESCRIPTION
 KY1562
 KY1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1562'7.7 MI S FROM DRESDEN.
 KY1562'ABOUT 7.7 MILES SOUTH ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 KY1562'RAILROAD FROM THE STATION AT DRESDEN, ABOUT 6.35 MILES NORTH
 KY1562'ALONG THE N.Y.C. AND ST. L. RR. FROM THE STATION AT ZANESVILLE,
 KY1562'ABOUT 1.5 MILES SOUTHWEST ALONG THE RAILROAD FROM THE STATION
 KY1562'SIGN AND CROSSING AT ELLIS, 4 FEET WEST OF THE WEST RAIL, IN TOP
 KY1562'OF THE NORTH CONCRETE ABUTMENT OF RAILROAD BRIDGE 137-39 OVER A
 KY1562'SMALL CREEK, 5 FEET EAST OF THE WEST END OF THE ABUTMENT, BETWEEN
 KY1562'MILEPOLES 137+14 AND 137+15, JUST SOUTH OF THE SOUTH SIDE OF THE
 KY1562'Y M C A CAMP MOORES BOYS CAMP, AND ABOUT 1/2 FOOT BELOW THE
 KY1562'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1516 ***********************************************************************
 JX1516  DESIGNATION -  G 246
 JX1516  PID         -  JX1516
 JX1516  STATE/COUNTY-  OH/MORGAN
 JX1516  USGS QUAD   -  STOCKPORT (1994)
 JX1516
 JX1516                         *CURRENT SURVEY CONTROL
 JX1516  ___________________________________________________________________
 JX1516* NAD 83(1986)-  39 34 50.     (N)    081 47 09.     (W)     SCALED    
 JX1516* NAVD 88     -       200.570  (meters)     658.04   (feet)  ADJUSTED  
 JX1516  ___________________________________________________________________
 JX1516  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JX1516  DYNAMIC HT  -         200.449 (meters)     657.64  (feet)  COMP
 JX1516  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 JX1516
 JX1516  VERT ORDER  -  FIRST     CLASS II
 JX1516
 JX1516.The horizontal coordinates were scaled from a topographic map and have
 JX1516.an estimated accuracy of +/- 6 seconds.
 JX1516
 JX1516.The orthometric height was determined by differential leveling
 JX1516.and adjusted by the National Geodetic Survey in June 1991..
 JX1516
 JX1516.The geoid height was determined by GEOID03.
 JX1516
 JX1516.The dynamic height is computed by dividing the NAVD 88
 JX1516.geopotential number by the normal gravity value computed on the
 JX1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1516.degrees latitude (g = 980.6199 gals.).
 JX1516
 JX1516.The modeled gravity was interpolated from observed gravity values.
 JX1516
 JX1516;                    North         East    Units  Estimated Accuracy
 JX1516;SPC OH S     -   175,710.      661,350.      MT  (+/- 180 meters Scaled)
 JX1516
 JX1516                          SUPERSEDED SURVEY CONTROL
 JX1516
 JX1516  NGVD 29 (??/??/92)  200.769  (m)          658.69   (f) ADJ UNCH    1 2
 JX1516
 JX1516.Superseded values are not recommended for survey control.
 JX1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1516.See file dsdata.txt to determine how the superseded data were derived.
 JX1516
 JX1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD325815(NAD 83)
 JX1516_MARKER: DB = BENCH MARK DISK
 JX1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1516_STAMPING: G 246 1959
 JX1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1516+STABILITY: SURFACE MOTION
 JX1516
 JX1516  HISTORY     - Date     Condition        Report By
 JX1516  HISTORY     - 1959     MONUMENTED       CGS
 JX1516
 JX1516                          STATION DESCRIPTION
 JX1516
 JX1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1516'2.8 MI N FROM STOCKPORT.
 JX1516'ABOUT 2.8 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1516'THE STATION AT STOCKPORT, 0.55 MILE SOUTH OF A CIRCULAR STONE
 JX1516'MASONRY HOUSE, 0.4 MILE NORTH OF BLACK TOP ROAD CROSSING, 15
 JX1516'FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL, 37 1/2 FEET
 JX1516'SOUTHWEST OF MILEPOLE 31+18, 15 FEET WEST-NORTHWEST OF THE CENTER
 JX1516'LINE OF BLACK TOP ROAD PARALLELING TRACK, 152 YARDS
 JX1516'SOUTH-SOUTHWEST OF CROSSING OF A DRIVE LEADING NORTHWEST TO A
 JX1516'FARMHOUSE, 304 YARDS SOUTH OF THE CROSSING OF A STEEL TOWER POWER
 JX1516'LINE OVER THE TRACK AND ROAD, 14 FEET NORTH OF THE EXTENDED LINE
 JX1516'OF FENCE LINE LEADING WEST, 2 FEET SOUTH OF A STEEL WITNESS POST,
 JX1516'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, 1 FOOT BELOW THE LEVEL
 JX1516'OF THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 JX1516'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1485 ***********************************************************************
 JX1485  DESIGNATION -  G 247
 JX1485  PID         -  JX1485
 JX1485  STATE/COUNTY-  OH/MUSKINGUM
 JX1485  USGS QUAD   -  PHILO (1994)
 JX1485
 JX1485                         *CURRENT SURVEY CONTROL
 JX1485  ___________________________________________________________________
 JX1485* NAD 83(1986)-  39 48 18.     (N)    081 54 03.     (W)     SCALED    
 JX1485* NAVD 88     -       209.299  (meters)     686.68   (feet)  ADJUSTED  
 JX1485  ___________________________________________________________________
 JX1485  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JX1485  DYNAMIC HT  -         209.182 (meters)     686.29  (feet)  COMP
 JX1485  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 JX1485
 JX1485  VERT ORDER  -  FIRST     CLASS II
 JX1485
 JX1485.The horizontal coordinates were scaled from a topographic map and have
 JX1485.an estimated accuracy of +/- 6 seconds.
 JX1485
 JX1485.The orthometric height was determined by differential leveling
 JX1485.and adjusted by the National Geodetic Survey in June 1991..
 JX1485
 JX1485.The geoid height was determined by GEOID03.
 JX1485
 JX1485.The dynamic height is computed by dividing the NAVD 88
 JX1485.geopotential number by the normal gravity value computed on the
 JX1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1485.degrees latitude (g = 980.6199 gals.).
 JX1485
 JX1485.The modeled gravity was interpolated from observed gravity values.
 JX1485
 JX1485;                    North         East    Units  Estimated Accuracy
 JX1485;SPC OH S     -   200,550.      651,310.      MT  (+/- 180 meters Scaled)
 JX1485
 JX1485                          SUPERSEDED SURVEY CONTROL
 JX1485
 JX1485  NGVD 29 (??/??/92)  209.513  (m)          687.38   (f) ADJ UNCH    1 2
 JX1485
 JX1485.Superseded values are not recommended for survey control.
 JX1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1485.See file dsdata.txt to determine how the superseded data were derived.
 JX1485
 JX1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME228065(NAD 83)
 JX1485_MARKER: DB = BENCH MARK DISK
 JX1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1485_STAMPING: G 247 1959
 JX1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1485+STABILITY: SURFACE MOTION
 JX1485
 JX1485  HISTORY     - Date     Condition        Report By
 JX1485  HISTORY     - 1959     MONUMENTED       CGS
 JX1485
 JX1485                          STATION DESCRIPTION
 JX1485
 JX1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1485'4.3 MI S FROM PHILO.
 JX1485'ABOUT 4.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1485'FROM THE STATION AT PHILO, 0.15 MILE NORTH OF THE CROSSING OF
 JX1485'A BLACK TOP ROAD AT MERRIAM, 0.1 MILE SOUTH OF A TRESTLE OVER
 JX1485'BACK RUN, IN SECTION 20, T-12-N R-12-W, ACROSS THE TRACK FROM
 JX1485'POINT BETWEEN MILEPOLES 11+17 AND 11+18, 19 1/2 FEET WEST OF
 JX1485'THE WEST RAIL AND AT OUTSIDE OF A CURVE, 42 FEET SOUTHWEST OF THE
 JX1485'CENTER OF CROSSING OF A CINDER ROAD, 2 1/2 FEET EAST OF A WIRE
 JX1485'FENCE, 43 FEET SOUTH OF THE CENTER OF A METAL GATE, 58 FEET
 JX1485'SOUTH OF A TELEPHONE POLE, 3 FEET NORTHEAST OF A STEEL WITNESS
 JX1485'POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET
 JX1485'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1049 ***********************************************************************
 KZ1049  DESIGNATION -  G 249
 KZ1049  PID         -  KZ1049
 KZ1049  STATE/COUNTY-  OH/RICHLAND
 KZ1049  USGS QUAD   -  SHELBY (1980)
 KZ1049
 KZ1049                         *CURRENT SURVEY CONTROL
 KZ1049  ___________________________________________________________________
 KZ1049* NAD 83(1995)-  40 52 38.94963(N)    082 41 45.67727(W)     ADJUSTED  
 KZ1049* NAVD 88     -       341.611  (meters)    1120.77   (feet)  ADJUSTED  
 KZ1049  ___________________________________________________________________
 KZ1049  X           -     614,021.476 (meters)                     COMP
 KZ1049  Y           -  -4,790,548.101 (meters)                     COMP
 KZ1049  Z           -   4,152,346.605 (meters)                     COMP
 KZ1049  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KZ1049  ELLIP HEIGHT-         307.36  (meters)          (10/07/05) GPS OBS
 KZ1049  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KZ1049  DYNAMIC HT  -         341.446 (meters)    1120.23  (feet)  COMP
 KZ1049  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 KZ1049
 KZ1049  HORZ ORDER  -  THIRD
 KZ1049  VERT ORDER  -  FIRST     CLASS I
 KZ1049  ELLP ORDER  -  FOURTH    CLASS II
 KZ1049
 KZ1049.This mark is at Shelby Community Airport (12G)
 KZ1049
 KZ1049.The horizontal coordinates were established by GPS observations
 KZ1049.and adjusted by the National Geodetic Survey in May 1997..
 KZ1049
 KZ1049.The orthometric height was determined by differential leveling
 KZ1049.and adjusted by the National Geodetic Survey in June 1991..
 KZ1049.WARNING-Repeat measurements at this control monument indicate possible
 KZ1049.vertical movement.
 KZ1049
 KZ1049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1049
 KZ1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1049
 KZ1049.The ellipsoidal height was determined by GPS observations
 KZ1049.and is referenced to NAD 83.
 KZ1049
 KZ1049.The geoid height was determined by GEOID03.
 KZ1049
 KZ1049.The dynamic height is computed by dividing the NAVD 88
 KZ1049.geopotential number by the normal gravity value computed on the
 KZ1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1049.degrees latitude (g = 980.6199 gals.).
 KZ1049
 KZ1049.The modeled gravity was interpolated from observed gravity values.
 KZ1049
 KZ1049;                    North         East     Units Scale Factor Converg.
 KZ1049;SPC OH N     -   134,474.934   583,478.126   MT  0.99994462   -0 07 43.6
 KZ1049;UTM  17      - 4,526,541.407   357,095.172   MT  0.99985136   -1 06 36.5
 KZ1049
 KZ1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1049!SPC OH N     -   0.99995179  x   0.99994462  =   0.99989641
 KZ1049!UTM  17      -   0.99995179  x   0.99985136  =   0.99980316
 KZ1049
 KZ1049:                Primary Azimuth Mark                     Grid Az
 KZ1049:SPC OH N     -  12G A                                    224 08 27.1
 KZ1049:UTM  17      -  12G A                                    225 07 20.0
 KZ1049
 KZ1049|---------------------------------------------------------------------|
 KZ1049| PID    Reference Object                     Distance      Geod. Az  |
 KZ1049|                                                           dddmmss.s |
 KZ1049| AB6036 12G A                               APPROX. 0.5 KM 2240043.5 |
 KZ1049|---------------------------------------------------------------------|
 KZ1049
 KZ1049                          SUPERSEDED SURVEY CONTROL
 KZ1049
 KZ1049  ELLIP H (05/15/97)  307.37   (m)                       GP(       ) 4 2
 KZ1049  NAD 83(1986)-  40 52 38.95665(N)    082 41 45.68991(W) AD(       ) 2
 KZ1049  NAD 27      -  40 52 38.75401(N)    082 41 46.05046(W) AD(       ) 2
 KZ1049  NAVD 88 (05/15/97)  341.61   (m)         1120.8    (f) LEVELING    3  
 KZ1049  NGVD 29 (??/??/92)  341.756  (m)         1121.24   (f) ADJ UNCH    1 1
 KZ1049
 KZ1049.Superseded values are not recommended for survey control.
 KZ1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1049.See file dsdata.txt to determine how the superseded data were derived.
 KZ1049
 KZ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5709526541(NAD 83)
 KZ1049_MARKER: DB = BENCH MARK DISK
 KZ1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1049_STAMPING: G 249 1959
 KZ1049_MARK LOGO: CGS   
 KZ1049_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1049+STABILITY: SURFACE MOTION
 KZ1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1049+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1995
 KZ1049
 KZ1049  HISTORY     - Date     Condition        Report By
 KZ1049  HISTORY     - 1959     MONUMENTED       CGS
 KZ1049  HISTORY     - 1967     GOOD             NGS
 KZ1049  HISTORY     - 1973     GOOD             OHDT
 KZ1049  HISTORY     - 1987     GOOD             OHDT
 KZ1049  HISTORY     - 1991     GOOD             USPSQD
 KZ1049  HISTORY     - 19950928 GOOD             NGS
 KZ1049
 KZ1049                          STATION DESCRIPTION
 KZ1049
 KZ1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1049'THE STATION IS ABOUT 2.0 MILES WEST OF SHELBY, NEAR THE NORTHEAST
 KZ1049'CORNER OF THE
 KZ1049'SHELBY SKY HAVEN AIRPORT.
 KZ1049'
 KZ1049'THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 KZ1049'STAMPED G 249, SET IN A ROUND
 KZ1049'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 79 FEET WEST OF THE
 KZ1049'CENTERLINE OF FUNK ROAD, 23 FEET SOUTH
 KZ1049'OF THE CENTERLINE OF HIGHWAY 39, 3 FEET SOUTHEAST OF A POWER
 KZ1049'POLE AND 71 FEET SOUTH OF THE SOUTHEAST CORNER
 KZ1049'OF THE MORTON COMMUNITY CENTER BRICK
 KZ1049'BUILDING.
 KZ1049'
 KZ1049'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION AMERITE,
 KZ1049'DISTANCE BEING 119.679 METERS
 KZ1049'(392.65 FEET) EAST OF STATION AMERITE.
 KZ1049
 KZ1049                          STATION RECOVERY (1967)
 KZ1049
 KZ1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ1049'1.6 MI W FROM SHELBY.
 KZ1049'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAYS 96 AND 39 FROM THE
 KZ1049'CROSSING OF THE NEW YORK CENTRAL RAILROAD AT SHELBY, NEAR THE
 KZ1049'NORTHEAST CORNER OF THE AMERICAN TOWER LANDING FIELD, 91 FEET
 KZ1049'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAYS AND
 KZ1049'FUNK ROAD, 80 FEET WEST OF THE CENTER LINE OF FUNK ROAD, 23 FEET
 KZ1049'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF A
 KZ1049'COMBINATION POWER AND CABLE LINE POLE, ABOUT LEVEL WITH THE
 KZ1049'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KZ1049'ABOVE THE LEVEL OF THE GROUND.  NOTE-- HAS WITNESS POST.
 KZ1049
 KZ1049                          STATION RECOVERY (1973)
 KZ1049
 KZ1049'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1049'RECOVERED IN GOOD CONDITION.
 KZ1049
 KZ1049                          STATION RECOVERY (1987)
 KZ1049
 KZ1049'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1049'RECOVERED IN GOOD CONDITION.
 KZ1049
 KZ1049                          STATION RECOVERY (1991)
 KZ1049
 KZ1049'RECOVERY NOTE BY US POWER SQUADRON 1991 (BN)
 KZ1049'RECOVERED IN GOOD CONDITION.
 KZ1049
 KZ1049                          STATION RECOVERY (1995)
 KZ1049
 KZ1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ1049'THE STATION IS LOCATED ABOUT 19 KM (11.80 MI) NORTHWEST OF MANSFIELD,
 KZ1049'3 KM (1.85 MI) WEST OF SHELBY AT THE SHELBY COMMUNITY AIRPORT, IN
 KZ1049'GRASS IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF FUNK ROAD AND STATE
 KZ1049'HIGHWAY 96 AND 39, AND AT THE NORTHEAST CORNER OF THE AIRFIELD.
 KZ1049'OWNERSHIP--SHELBY COMMUNITY AIRPORT,P.O.  BOX 29, SHELBY, OH.  44875.
 KZ1049'AIRPORT MANAGER IS CLELAND WINGART.  PHONE 419-347-1185.  TO REACH
 KZ1049'FROM THE JUNCTION OF STATE HIGHWAYS 61, 39, AND 96 IN SHELBY, GO WEST
 KZ1049'ON COMBINED HIGHWAYS 39 AND 96 FOR 2.95 KM (1.85 MI) TO A CROSSROAD
 KZ1049'(FUNK ROAD) AND THE STATION ON THE LEFT. THE STATION IS SET IN THE TOP
 KZ1049'OF A ROUND CONCRETE POST PROJECTING 10 CM ABOVE THE GROUND.  IT IS
 KZ1049'27.7 M (90.9 FT) SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 KZ1049'HIGHWAYS AND FUNK ROAD, 24.4 M (80.1 FT) WEST OF THE CENTER OF FUNK
 KZ1049'ROAD, 7.0 M (23.0 FT) SOUTH OF THE CENTER OF THE HIGHWAY, AND 0.9 M
 KZ1049'(3.0 FT) SOUTHEAST OF A COMBINATION POWER AND CABLE LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0647 ***********************************************************************
 KZ0647  DESIGNATION -  G 25
 KZ0647  PID         -  KZ0647
 KZ0647  STATE/COUNTY-  OH/HARDIN
 KZ0647  USGS QUAD   -  MT VICTORY (1980)
 KZ0647
 KZ0647                         *CURRENT SURVEY CONTROL
 KZ0647  ___________________________________________________________________
 KZ0647* NAD 83(1986)-  40 31 10.     (N)    083 33 48.     (W)     SCALED    
 KZ0647* NAVD 88     -       320.849  (meters)    1052.65   (feet)  ADJUSTED  
 KZ0647  ___________________________________________________________________
 KZ0647  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 KZ0647  DYNAMIC HT  -         320.681 (meters)    1052.10  (feet)  COMP
 KZ0647  MODELED GRAV-     980,093.2   (mgal)                       NAVD 88
 KZ0647
 KZ0647  VERT ORDER  -  SECOND    CLASS 0
 KZ0647
 KZ0647.The horizontal coordinates were scaled from a topographic map and have
 KZ0647.an estimated accuracy of +/- 6 seconds.
 KZ0647
 KZ0647.The orthometric height was determined by differential leveling
 KZ0647.and adjusted by the National Geodetic Survey in June 1991..
 KZ0647
 KZ0647.The geoid height was determined by GEOID03.
 KZ0647
 KZ0647.The dynamic height is computed by dividing the NAVD 88
 KZ0647.geopotential number by the normal gravity value computed on the
 KZ0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0647.degrees latitude (g = 980.6199 gals.).
 KZ0647
 KZ0647.The modeled gravity was interpolated from observed gravity values.
 KZ0647
 KZ0647;                    North         East    Units  Estimated Accuracy
 KZ0647;SPC OH N     -    95,250.      509,890.      MT  (+/- 180 meters Scaled)
 KZ0647
 KZ0647                          SUPERSEDED SURVEY CONTROL
 KZ0647
 KZ0647  NGVD 29 (??/??/92)  321.039  (m)         1053.28   (f) ADJ UNCH    2 0
 KZ0647
 KZ0647.Superseded values are not recommended for survey control.
 KZ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0647.See file dsdata.txt to determine how the superseded data were derived.
 KZ0647
 KZ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE828885(NAD 83)
 KZ0647_MARKER: DB = BENCH MARK DISK
 KZ0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0647_STAMPING: G 25 1934
 KZ0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0647+STABILITY: SURFACE MOTION
 KZ0647
 KZ0647  HISTORY     - Date     Condition        Report By
 KZ0647  HISTORY     - 1934     MONUMENTED       CGS
 KZ0647  HISTORY     - 1936     GOOD             NGS
 KZ0647
 KZ0647                          STATION DESCRIPTION
 KZ0647
 KZ0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ0647'AT RIDGEWAY.
 KZ0647'AT RIDGEWAY, HARDIN COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO
 KZ0647'AND ST. LOUIS RAILWAY, AT THE CROSSING OF THE NEW YORK CENTRAL
 KZ0647'RAILROAD, 30 YARDS SOUTHWEST OF THE HAYES TOWER, 48 FEET SOUTH
 KZ0647'OF THE SOUTH RAIL OF THE C.C.C. AND ST. L. RY., 45 FEET WEST OF
 KZ0647'THE WEST RAIL OF THE N.Y.C.R.R., AND ABOUT 2-1/2 FEET LOWER THAN THE
 KZ0647'TRACK.  A STANDARD DISK, STAMPED G 25 1934 AND SET IN THE TOP OF A
 KZ0647'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0341 ***********************************************************************
 KZ0341  DESIGNATION -  G 250
 KZ0341  PID         -  KZ0341
 KZ0341  STATE/COUNTY-  OH/ASHLAND
 KZ0341  USGS QUAD   -  PERRYSVILLE (1981)
 KZ0341
 KZ0341                         *CURRENT SURVEY CONTROL
 KZ0341  ___________________________________________________________________
 KZ0341* NAD 83(1986)-  40 41 35.     (N)    082 18 50.     (W)     SCALED    
 KZ0341* NAVD 88     -       303.634  (meters)     996.17   (feet)  ADJUSTED  
 KZ0341  ___________________________________________________________________
 KZ0341  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KZ0341  DYNAMIC HT  -         303.489 (meters)     995.70  (feet)  COMP
 KZ0341  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 KZ0341
 KZ0341  VERT ORDER  -  SECOND    CLASS 0
 KZ0341
 KZ0341.The horizontal coordinates were scaled from a topographic map and have
 KZ0341.an estimated accuracy of +/- 6 seconds.
 KZ0341
 KZ0341.The orthometric height was determined by differential leveling
 KZ0341.and adjusted by the National Geodetic Survey in June 1991..
 KZ0341
 KZ0341.The geoid height was determined by GEOID03.
 KZ0341
 KZ0341.The dynamic height is computed by dividing the NAVD 88
 KZ0341.geopotential number by the normal gravity value computed on the
 KZ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0341.degrees latitude (g = 980.6199 gals.).
 KZ0341
 KZ0341.The modeled gravity was interpolated from observed gravity values.
 KZ0341
 KZ0341;                    North         East    Units  Estimated Accuracy
 KZ0341;SPC OH N     -   113,990.      615,730.      MT  (+/- 180 meters Scaled)
 KZ0341
 KZ0341                          SUPERSEDED SURVEY CONTROL
 KZ0341
 KZ0341  NGVD 29 (??/??/92)  303.808  (m)          996.74   (f) ADJ UNCH    2 0
 KZ0341
 KZ0341.Superseded values are not recommended for survey control.
 KZ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0341.See file dsdata.txt to determine how the superseded data were derived.
 KZ0341
 KZ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF889055(NAD 83)
 KZ0341_MARKER: DB = BENCH MARK DISK
 KZ0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0341_SP_SET: ABUTMENT
 KZ0341_STAMPING: G 250 1959
 KZ0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0341
 KZ0341  HISTORY     - Date     Condition        Report By
 KZ0341  HISTORY     - 1959     MONUMENTED       CGS
 KZ0341  HISTORY     - 1970     GOOD             NGS
 KZ0341  HISTORY     - 1990     GOOD             USPSQD
 KZ0341
 KZ0341                          STATION DESCRIPTION
 KZ0341
 KZ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0341'2.6 MI NW FROM PERRYSVILLE.
 KZ0341'ABOUT 2.55 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE
 KZ0341'SCHOOL AT PERRYSVILLE, 90 YARDS SOUTH-SOUTHEAST OF THE CENTER
 KZ0341'OF JUNCTION OF STATE HIGHWAY 511 LEADING NORTHEAST AND UPHILL,
 KZ0341'17 1/2 FEET EAST-NORTHEAST OF THE CENTER LINE OF HIGHWAY 39,
 KZ0341'IN TOP OF THE EAST END OF THE NORTH ABUTMENT OF A 15-FOOT
 KZ0341'CONCRETE BRIDGE, 1/2 FOOT EAST OF CONCRETE BANISTER, AND ABOUT
 KZ0341'1/2 FOOT ABOVE THE LEVEL OF BRIDGE FLOOR.
 KZ0341
 KZ0341                          STATION RECOVERY (1970)
 KZ0341
 KZ0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0341'RECOVERED IN GOOD CONDITION.
 KZ0341
 KZ0341                          STATION RECOVERY (1990)
 KZ0341
 KZ0341'RECOVERY NOTE BY US POWER SQUADRON 1990 (BN)
 KZ0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0309 ***********************************************************************
 KZ0309  DESIGNATION -  G 251
 KZ0309  PID         -  KZ0309
 KZ0309  STATE/COUNTY-  OH/RICHLAND
 KZ0309  USGS QUAD   -  LUCAS (1961)
 KZ0309
 KZ0309                         *CURRENT SURVEY CONTROL
 KZ0309  ___________________________________________________________________
 KZ0309* NAD 83(1986)-  40 39 13.     (N)    082 23 40.     (W)     SCALED    
 KZ0309* NAVD 88     -       333.782  (meters)    1095.08   (feet)  POSTED    
 KZ0309  ___________________________________________________________________
 KZ0309  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KZ0309  DYNAMIC HT  -         333.620 (meters)    1094.55  (feet)  COMP
 KZ0309  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 KZ0309
 KZ0309  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KZ0309
 KZ0309.The horizontal coordinates were scaled from a topographic map and have
 KZ0309.an estimated accuracy of +/- 6 seconds.
 KZ0309
 KZ0309.The orthometric height was determined by differential leveling
 KZ0309.and adjusted by the National Geodetic Survey in 1992..
 KZ0309.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KZ0309.rate of 4.1 thru 8.0 mm/km.
 KZ0309
 KZ0309.The geoid height was determined by GEOID03.
 KZ0309
 KZ0309.The dynamic height is computed by dividing the NAVD 88
 KZ0309.geopotential number by the normal gravity value computed on the
 KZ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0309.degrees latitude (g = 980.6199 gals.).
 KZ0309
 KZ0309.The modeled gravity was interpolated from observed gravity values.
 KZ0309
 KZ0309;                    North         East    Units  Estimated Accuracy
 KZ0309;SPC OH N     -   109,600.      608,930.      MT  (+/- 180 meters Scaled)
 KZ0309
 KZ0309                          SUPERSEDED SURVEY CONTROL
 KZ0309
 KZ0309  NGVD 29 (??/??/92)  333.958  (m)         1095.66   (f) ADJ UNCH    2 0
 KZ0309
 KZ0309.Superseded values are not recommended for survey control.
 KZ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0309.See file dsdata.txt to determine how the superseded data were derived.
 KZ0309
 KZ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF821012(NAD 83)
 KZ0309_MARKER: DB = BENCH MARK DISK
 KZ0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0309_SP_SET: ABUTMENT
 KZ0309_STAMPING: G 251 1959
 KZ0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0309
 KZ0309  HISTORY     - Date     Condition        Report By
 KZ0309  HISTORY     - 1959     MONUMENTED       CGS
 KZ0309  HISTORY     - 1971     GOOD             NGS
 KZ0309  HISTORY     - 1987     GOOD             USPSQD
 KZ0309
 KZ0309                          STATION DESCRIPTION
 KZ0309
 KZ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0309'0.7 MI SE FROM PLEASANT VALLEY.
 KZ0309'ABOUT 0.7 MILE SOUTHEAST ALONG PLEASANT VALLEY ROAD FROM THE
 KZ0309'LUTHERAN CHURCH AT PLEASANT VALLEY, 75 YARDS NORTHWEST OF THE
 KZ0309'JUNCTION OF BROMFIELD ROAD LEADING SOUTH, 16 FEET SOUTHWEST OF
 KZ0309'THE CENTER LINE OF ROAD, IN TOP OF THE FIRST STEP-DOWN OF THE
 KZ0309'SOUTH WING WALL OF SOUTHEAST ABUTMENT OF A 15-FOOT CONCRETE BRIDGE
 KZ0309'FOR A CREEK BRANCH, ABOUT 4 1/2 FEET SOUTH OF A CONCRETE BANISTER,
 KZ0309'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD.
 KZ0309
 KZ0309                          STATION RECOVERY (1971)
 KZ0309
 KZ0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0309'RECOVERED IN GOOD CONDITION.
 KZ0309
 KZ0309                          STATION RECOVERY (1987)
 KZ0309
 KZ0309'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0320 ***********************************************************************
 KZ0320  DESIGNATION -  G 252
 KZ0320  PID         -  KZ0320
 KZ0320  STATE/COUNTY-  OH/RICHLAND
 KZ0320  USGS QUAD   -  LUCAS (1961)
 KZ0320
 KZ0320                         *CURRENT SURVEY CONTROL
 KZ0320  ___________________________________________________________________
 KZ0320* NAD 83(1986)-  40 41 19.     (N)    082 22 42.     (W)     SCALED    
 KZ0320* NAVD 88     -       352.776  (meters)    1157.40   (feet)  ADJUSTED  
 KZ0320  ___________________________________________________________________
 KZ0320  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KZ0320  DYNAMIC HT  -         352.607 (meters)    1156.84  (feet)  COMP
 KZ0320  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 KZ0320
 KZ0320  VERT ORDER  -  SECOND    CLASS 0
 KZ0320
 KZ0320.The horizontal coordinates were scaled from a topographic map and have
 KZ0320.an estimated accuracy of +/- 6 seconds.
 KZ0320
 KZ0320.The orthometric height was determined by differential leveling
 KZ0320.and adjusted by the National Geodetic Survey in June 1991..
 KZ0320
 KZ0320.The geoid height was determined by GEOID03.
 KZ0320
 KZ0320.The dynamic height is computed by dividing the NAVD 88
 KZ0320.geopotential number by the normal gravity value computed on the
 KZ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0320.degrees latitude (g = 980.6199 gals.).
 KZ0320
 KZ0320.The modeled gravity was interpolated from observed gravity values.
 KZ0320
 KZ0320;                    North         East    Units  Estimated Accuracy
 KZ0320;SPC OH N     -   113,490.      610,280.      MT  (+/- 180 meters Scaled)
 KZ0320
 KZ0320                          SUPERSEDED SURVEY CONTROL
 KZ0320
 KZ0320  NGVD 29 (??/??/92)  352.954  (m)         1157.98   (f) ADJ UNCH    2 0
 KZ0320
 KZ0320.Superseded values are not recommended for survey control.
 KZ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0320.See file dsdata.txt to determine how the superseded data were derived.
 KZ0320
 KZ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF835051(NAD 83)
 KZ0320_MARKER: DB = BENCH MARK DISK
 KZ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0320_STAMPING: G 252 1959
 KZ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0320+STABILITY: SURFACE MOTION
 KZ0320
 KZ0320  HISTORY     - Date     Condition        Report By
 KZ0320  HISTORY     - 1959     MONUMENTED       CGS
 KZ0320  HISTORY     - 1987     GOOD             USPSQD
 KZ0320
 KZ0320                          STATION DESCRIPTION
 KZ0320
 KZ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0320'6.8 MI S FROM MIFFLIN.
 KZ0320'ABOUT 6.75 MILES SOUTH ALONG STATE HIGHWAY 603 FROM THE JUNCTION
 KZ0320'OF U.S. HIGHWAY 30 AT MIFFLIN, 0.45 MILE NORTH OF THE INTERSECTION
 KZ0320'OF LUCAS-PERRYSVILLE ROAD, 0.4 MILE NORTH OF JUNCTION OF GLADDEN
 KZ0320'ROAD LEADING EAST, NEAR THE BOTTOM OF GRADES, 20 FEET WEST OF
 KZ0320'CENTER LINE OF HIGHWAY, 2 FEET EAST OF A WIRE FENCE, 7 1/2 FEET
 KZ0320'NORTH OF A 6-INCH BLACK WALNUT TREE ALONG A FENCE LINE, 87 FEET
 KZ0320'NORTHEAST OF A FENCE CORNER, 2 FEET NORTH OF A STEEL WITNESS POST,
 KZ0320'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0320
 KZ0320                          STATION RECOVERY (1987)
 KZ0320
 KZ0320'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0399 ***********************************************************************
 KZ0399  DESIGNATION -  G 253
 KZ0399  PID         -  KZ0399
 KZ0399  STATE/COUNTY-  OH/ASHLAND
 KZ0399  USGS QUAD   -  JELLOWAY (1982)
 KZ0399
 KZ0399                         *CURRENT SURVEY CONTROL
 KZ0399  ___________________________________________________________________
 KZ0399* NAD 83(1986)-  40 36 23.     (N)    082 15 36.     (W)     SCALED    
 KZ0399* NAVD 88     -       286.798  (meters)     940.94   (feet)  ADJUSTED  
 KZ0399  ___________________________________________________________________
 KZ0399  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KZ0399  DYNAMIC HT  -         286.657 (meters)     940.47  (feet)  COMP
 KZ0399  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 KZ0399
 KZ0399  VERT ORDER  -  SECOND    CLASS 0
 KZ0399
 KZ0399.The horizontal coordinates were scaled from a topographic map and have
 KZ0399.an estimated accuracy of +/- 6 seconds.
 KZ0399
 KZ0399.The orthometric height was determined by differential leveling
 KZ0399.and adjusted by the National Geodetic Survey in June 1991..
 KZ0399
 KZ0399.The geoid height was determined by GEOID03.
 KZ0399
 KZ0399.The dynamic height is computed by dividing the NAVD 88
 KZ0399.geopotential number by the normal gravity value computed on the
 KZ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0399.degrees latitude (g = 980.6199 gals.).
 KZ0399
 KZ0399.The modeled gravity was interpolated from observed gravity values.
 KZ0399
 KZ0399;                    North         East    Units  Estimated Accuracy
 KZ0399;SPC OH N     -   104,380.      620,310.      MT  (+/- 180 meters Scaled)
 KZ0399
 KZ0399                          SUPERSEDED SURVEY CONTROL
 KZ0399
 KZ0399  NGVD 29 (??/??/92)  286.979  (m)          941.53   (f) ADJ UNCH    2 0
 KZ0399
 KZ0399.Superseded values are not recommended for survey control.
 KZ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0399.See file dsdata.txt to determine how the superseded data were derived.
 KZ0399
 KZ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE934958(NAD 83)
 KZ0399_MARKER: DB = BENCH MARK DISK
 KZ0399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0399_SP_SET: ABUTMENT
 KZ0399_STAMPING: G 253 1959
 KZ0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0399
 KZ0399  HISTORY     - Date     Condition        Report By
 KZ0399  HISTORY     - 1959     MONUMENTED       CGS
 KZ0399  HISTORY     - 1970     GOOD             NGS
 KZ0399  HISTORY     - 1987     GOOD             OHDT
 KZ0399  HISTORY     - 1991     GOOD             USPSQD
 KZ0399
 KZ0399                          STATION DESCRIPTION
 KZ0399
 KZ0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0399'2.9 MI SW FROM LOUDONVILLE.
 KZ0399'ABOUT 2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE HIGH
 KZ0399'SCHOOL AT LOUDONVILLE, 17 YARDS EAST-NORTHEAST OF THE CENTER
 KZ0399'OF THE JUNCTION OF STATE HIGHWAY 3 AND STATE HIGHWAY 97 LEADING
 KZ0399'WEST, 16 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 3, IN
 KZ0399'TOP OF THE FIRST STEP-DOWN OF THE EAST END OF THE SOUTH ABUTMENT
 KZ0399'OF HIGHWAY 3 CONCRETE BRIDGE OVER CLEAR FORK OF MOHICAN RIVER,
 KZ0399'3 1/2 FEET SOUTHEAST OF THE CONCRETE BANISTER, AND ABOUT LEVEL
 KZ0399'WITH THE HIGHWAY.
 KZ0399
 KZ0399                          STATION RECOVERY (1970)
 KZ0399
 KZ0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0399'RECOVERED IN GOOD CONDITION.
 KZ0399
 KZ0399                          STATION RECOVERY (1987)
 KZ0399
 KZ0399'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0399'RECOVERED IN GOOD CONDITION.
 KZ0399
 KZ0399                          STATION RECOVERY (1991)
 KZ0399
 KZ0399'RECOVERY NOTE BY US POWER SQUADRON 1991 (BN)
 KZ0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0784 ***********************************************************************
 KZ0784  DESIGNATION -  G 254
 KZ0784  PID         -  KZ0784
 KZ0784  STATE/COUNTY-  OH/KNOX
 KZ0784  USGS QUAD   -  MT VERNON (1982)
 KZ0784
 KZ0784                         *CURRENT SURVEY CONTROL
 KZ0784  ___________________________________________________________________
 KZ0784* NAD 83(1986)-  40 26 14.     (N)    082 26 49.     (W)     SCALED    
 KZ0784* NAVD 88     -       331.892  (meters)    1088.88   (feet)  ADJUSTED  
 KZ0784  ___________________________________________________________________
 KZ0784  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KZ0784  DYNAMIC HT  -         331.723 (meters)    1088.33  (feet)  COMP
 KZ0784  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 KZ0784
 KZ0784  VERT ORDER  -  SECOND    CLASS 0
 KZ0784
 KZ0784.The horizontal coordinates were scaled from a topographic map and have
 KZ0784.an estimated accuracy of +/- 6 seconds.
 KZ0784
 KZ0784.The orthometric height was determined by differential leveling
 KZ0784.and adjusted by the National Geodetic Survey in June 1991..
 KZ0784
 KZ0784.The geoid height was determined by GEOID03.
 KZ0784
 KZ0784.The dynamic height is computed by dividing the NAVD 88
 KZ0784.geopotential number by the normal gravity value computed on the
 KZ0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0784.degrees latitude (g = 980.6199 gals.).
 KZ0784
 KZ0784.The modeled gravity was interpolated from observed gravity values.
 KZ0784
 KZ0784;                    North         East    Units  Estimated Accuracy
 KZ0784;SPC OH N     -    85,570.      604,500.      MT  (+/- 180 meters Scaled)
 KZ0784
 KZ0784                          SUPERSEDED SURVEY CONTROL
 KZ0784
 KZ0784  NGVD 29 (??/??/92)  332.074  (m)         1089.48   (f) ADJ UNCH    2 0
 KZ0784
 KZ0784.Superseded values are not recommended for survey control.
 KZ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0784.See file dsdata.txt to determine how the superseded data were derived.
 KZ0784
 KZ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE772772(NAD 83)
 KZ0784_MARKER: DB = BENCH MARK DISK
 KZ0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0784_SP_SET: CULVERT STEP
 KZ0784_STAMPING: G 254 1959
 KZ0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0784
 KZ0784  HISTORY     - Date     Condition        Report By
 KZ0784  HISTORY     - 1959     MONUMENTED       CGS
 KZ0784
 KZ0784                          STATION DESCRIPTION
 KZ0784
 KZ0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0784'3.9 MI NE FROM MT VERNON.
 KZ0784'ABOUT 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE PUBLIC
 KZ0784'SQUARE AT MT. VERNON, 0.6 MILE SOUTHWEST OF THE HIGHWAY BRIDGE
 KZ0784'OVER SCHENK CREEK, 108 YARDS SOUTH OF THE JUNCTION OF MONROE
 KZ0784'TWP ROAD 266 LEADING EAST, 0.05 MILE SOUTH-SOUTHEAST OF TOWNSHIP
 KZ0784'HALL, 24 FEET EAST OF CENTER LINE OF HIGHWAY, IN TOP OF THE
 KZ0784'EAST END OF A 6-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, IN TOP
 KZ0784'STEP OF SOUTH WALL OF CULVERT AND 1 FOOT EAST OF THE EAST HEAD
 KZ0784'WALL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0128 ***********************************************************************
 KZ0128  DESIGNATION -  G 255
 KZ0128  PID         -  KZ0128
 KZ0128  STATE/COUNTY-  OH/RICHLAND
 KZ0128  USGS QUAD   -  OLIVESBURG (1981)
 KZ0128
 KZ0128                         *CURRENT SURVEY CONTROL
 KZ0128  ___________________________________________________________________
 KZ0128* NAD 83(1986)-  40 52 50.     (N)    082 25 09.     (W)     SCALED    
 KZ0128* NAVD 88     -       340.176  (meters)    1116.06   (feet)  ADJUSTED  
 KZ0128  ___________________________________________________________________
 KZ0128  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KZ0128  DYNAMIC HT  -         340.016 (meters)    1115.54  (feet)  COMP
 KZ0128  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 KZ0128
 KZ0128  VERT ORDER  -  SECOND    CLASS 0
 KZ0128
 KZ0128.The horizontal coordinates were scaled from a topographic map and have
 KZ0128.an estimated accuracy of +/- 6 seconds.
 KZ0128
 KZ0128.The orthometric height was determined by differential leveling
 KZ0128.and adjusted by the National Geodetic Survey in June 1991..
 KZ0128
 KZ0128.The geoid height was determined by GEOID03.
 KZ0128
 KZ0128.The dynamic height is computed by dividing the NAVD 88
 KZ0128.geopotential number by the normal gravity value computed on the
 KZ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0128.degrees latitude (g = 980.6199 gals.).
 KZ0128
 KZ0128.The modeled gravity was interpolated from observed gravity values.
 KZ0128
 KZ0128;                    North         East    Units  Estimated Accuracy
 KZ0128;SPC OH N     -   134,800.      606,810.      MT  (+/- 180 meters Scaled)
 KZ0128
 KZ0128                          SUPERSEDED SURVEY CONTROL
 KZ0128
 KZ0128  NGVD 29 (??/??/92)  340.343  (m)         1116.61   (f) ADJ UNCH    2 0
 KZ0128
 KZ0128.Superseded values are not recommended for survey control.
 KZ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0128.See file dsdata.txt to determine how the superseded data were derived.
 KZ0128
 KZ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF804264(NAD 83)
 KZ0128_MARKER: DB = BENCH MARK DISK
 KZ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0128_STAMPING: G 255 1959
 KZ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0128+STABILITY: SURFACE MOTION
 KZ0128
 KZ0128  HISTORY     - Date     Condition        Report By
 KZ0128  HISTORY     - 1959     MONUMENTED       CGS
 KZ0128  HISTORY     - 1970     GOOD             NGS
 KZ0128  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KZ0128
 KZ0128                          STATION DESCRIPTION
 KZ0128
 KZ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0128'0.6 MI SE FROM OLIVESBURG.
 KZ0128'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 603 FROM THE
 KZ0128'INTERSECTION OF STATE HIGHWAY 545 AT OLIVESBURG, 0.25 MILE
 KZ0128'NORTHWEST OF THE RICHLAND-ASHLAND COUNTY LINE, AT THE FOOT OF A
 KZ0128'SHORT HILL ON THE NORTHWEST SLOPE, 24 FEET SOUTHWEST OF THE
 KZ0128'CENTER LINE OF THE HIGHWAY, 88 FEET SOUTHEAST OF THE SOUTH
 KZ0128'CORNER OF A 5-FOOT CONCRETE BOX CULVERT, 2 FEET SOUTHEAST OF THE
 KZ0128'FIRST TELEPHONE POLE SOUTHEAST OF THE CULVERT, 2 FEET EAST OF A
 KZ0128'STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 KZ0128'AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0128
 KZ0128                          STATION RECOVERY (1970)
 KZ0128
 KZ0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0128'RECOVERED IN GOOD CONDITION.
 KZ0128
 KZ0128                          STATION RECOVERY (1987)
 KZ0128
 KZ0128'RECOVERY NOTE BY US POWER SQUADRON 1987 (JF)
 KZ0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0144 ***********************************************************************
 KZ0144  DESIGNATION -  G 256
 KZ0144  PID         -  KZ0144
 KZ0144  STATE/COUNTY-  OH/RICHLAND
 KZ0144  USGS QUAD   -  PAVONIA (1984)
 KZ0144
 KZ0144                         *CURRENT SURVEY CONTROL
 KZ0144  ___________________________________________________________________
 KZ0144* NAD 83(1986)-  40 49 50.     (N)    082 25 25.     (W)     SCALED    
 KZ0144* NAVD 88     -       314.041  (meters)    1030.32   (feet)  ADJUSTED  
 KZ0144  ___________________________________________________________________
 KZ0144  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KZ0144  DYNAMIC HT  -         313.892 (meters)    1029.83  (feet)  COMP
 KZ0144  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 KZ0144
 KZ0144  VERT ORDER  -  SECOND    CLASS 0
 KZ0144
 KZ0144.The horizontal coordinates were scaled from a topographic map and have
 KZ0144.an estimated accuracy of +/- 6 seconds.
 KZ0144
 KZ0144.The orthometric height was determined by differential leveling
 KZ0144.and adjusted by the National Geodetic Survey in June 1991..
 KZ0144
 KZ0144.The geoid height was determined by GEOID03.
 KZ0144
 KZ0144.The dynamic height is computed by dividing the NAVD 88
 KZ0144.geopotential number by the normal gravity value computed on the
 KZ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0144.degrees latitude (g = 980.6199 gals.).
 KZ0144
 KZ0144.The modeled gravity was interpolated from observed gravity values.
 KZ0144
 KZ0144;                    North         East    Units  Estimated Accuracy
 KZ0144;SPC OH N     -   129,250.      606,440.      MT  (+/- 180 meters Scaled)
 KZ0144
 KZ0144                          SUPERSEDED SURVEY CONTROL
 KZ0144
 KZ0144  NGVD 29 (??/??/92)  314.206  (m)         1030.86   (f) ADJ UNCH    2 0
 KZ0144
 KZ0144.Superseded values are not recommended for survey control.
 KZ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0144.See file dsdata.txt to determine how the superseded data were derived.
 KZ0144
 KZ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF799209(NAD 83)
 KZ0144_MARKER: DB = BENCH MARK DISK
 KZ0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0144_SP_SET: CULVERT
 KZ0144_STAMPING: G 256 1959
 KZ0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0144
 KZ0144  HISTORY     - Date     Condition        Report By
 KZ0144  HISTORY     - 1959     MONUMENTED       CGS
 KZ0144  HISTORY     - 1970     GOOD             NGS
 KZ0144  HISTORY     - 1987     GOOD             OHDT
 KZ0144
 KZ0144                          STATION DESCRIPTION
 KZ0144
 KZ0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0144'1.2 MI NEW FROM PAVONIA.
 KZ0144'ABOUT 1.15 MILES NORTHEAST ALONG AMOY PAVONIA ROAD FROM THE METHODIST
 KZ0144'CHURCH AT PAVONIA, 0.75 MILE SOUTHWEST OF THE JUNCTION OF BROWN
 KZ0144'ROAD AND THE ASHLAND - RICHLAND COUNTY LINE, 12 1/2 FEET WEST OF
 KZ0144'THE CENTER LINE OF THE ROAD, IN TOP OF THE SOUTH END OF THE WEST
 KZ0144'HEAD WALL TO A 12-FOOT CONCRETE BOX CULVERT, 1 FOOT NORTH OF THE
 KZ0144'SOUTH END OF THE HEAD WALL, AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 KZ0144'OF THE ROAD.
 KZ0144
 KZ0144                          STATION RECOVERY (1970)
 KZ0144
 KZ0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0144'RECOVERED IN GOOD CONDITION.
 KZ0144
 KZ0144                          STATION RECOVERY (1987)
 KZ0144
 KZ0144'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0543 ***********************************************************************
 KZ0543  DESIGNATION -  G 257
 KZ0543  PID         -  KZ0543
 KZ0543  STATE/COUNTY-  OH/WAYNE
 KZ0543  USGS QUAD   -  NEW PITTSBURG (1978)
 KZ0543
 KZ0543                         *CURRENT SURVEY CONTROL
 KZ0543  ___________________________________________________________________
 KZ0543* NAD 83(1986)-  40 45 28.     (N)    082 07 05.     (W)     SCALED    
 KZ0543* NAVD 88     -       289.247  (meters)     948.97   (feet)  ADJUSTED  
 KZ0543  ___________________________________________________________________
 KZ0543  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KZ0543  DYNAMIC HT  -         289.113 (meters)     948.53  (feet)  COMP
 KZ0543  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 KZ0543
 KZ0543  VERT ORDER  -  SECOND    CLASS 0
 KZ0543
 KZ0543.The horizontal coordinates were scaled from a topographic map and have
 KZ0543.an estimated accuracy of +/- 6 seconds.
 KZ0543
 KZ0543.The orthometric height was determined by differential leveling
 KZ0543.and adjusted by the National Geodetic Survey in June 1991..
 KZ0543
 KZ0543.The geoid height was determined by GEOID03.
 KZ0543
 KZ0543.The dynamic height is computed by dividing the NAVD 88
 KZ0543.geopotential number by the normal gravity value computed on the
 KZ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0543.degrees latitude (g = 980.6199 gals.).
 KZ0543
 KZ0543.The modeled gravity was interpolated from observed gravity values.
 KZ0543
 KZ0543;                    North         East    Units  Estimated Accuracy
 KZ0543;SPC OH N     -   121,230.      632,250.      MT  (+/- 180 meters Scaled)
 KZ0543
 KZ0543                          SUPERSEDED SURVEY CONTROL
 KZ0543
 KZ0543  NGVD 29 (??/??/92)  289.439  (m)          949.60   (f) ADJ UNCH    2 0
 KZ0543
 KZ0543.Superseded values are not recommended for survey control.
 KZ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0543.See file dsdata.txt to determine how the superseded data were derived.
 KZ0543
 KZ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF056124(NAD 83)
 KZ0543_MARKER: DB = BENCH MARK DISK
 KZ0543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0543_SP_SET: ABUTMENT
 KZ0543_STAMPING: G 257 1959
 KZ0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0543
 KZ0543  HISTORY     - Date     Condition        Report By
 KZ0543  HISTORY     - 1959     MONUMENTED       CGS
 KZ0543
 KZ0543                          STATION DESCRIPTION
 KZ0543
 KZ0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0543'0.4 MI N FROM FUNK.
 KZ0543'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 16 FROM THE INTERSECTION
 KZ0543'OF STATE HIGHWAY 95 AT FUNK, 13 FEET WEST OF THE CENTER LINE OF
 KZ0543'THE ROAD, IN TOP OF THE WEST END OF THE SOUTH ABUTMENT TO A 60-FOOT
 KZ0543'BRIDGE (THE NORTH ONE OF TWO BRIDGES) OVER A SMALL CREEK, 1/2 FOOT
 KZ0543'SOUTHEAST OF THE NORTHWEST CORNER OF THE ABUTMENT, AND ABOUT 1 FOOT
 KZ0543'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0369 ***********************************************************************
 KZ0369  DESIGNATION -  G 258
 KZ0369  PID         -  KZ0369
 KZ0369  STATE/COUNTY-  OH/ASHLAND
 KZ0369  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0369
 KZ0369                         *CURRENT SURVEY CONTROL
 KZ0369  ___________________________________________________________________
 KZ0369* NAD 83(1986)-  40 39 34.     (N)    082 13 47.     (W)     SCALED    
 KZ0369* NAVD 88     -       337.063  (meters)    1105.85   (feet)  ADJUSTED  
 KZ0369  ___________________________________________________________________
 KZ0369  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KZ0369  DYNAMIC HT  -         336.901 (meters)    1105.32  (feet)  COMP
 KZ0369  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 KZ0369
 KZ0369  VERT ORDER  -  SECOND    CLASS 0
 KZ0369
 KZ0369.The horizontal coordinates were scaled from a topographic map and have
 KZ0369.an estimated accuracy of +/- 6 seconds.
 KZ0369
 KZ0369.The orthometric height was determined by differential leveling
 KZ0369.and adjusted by the National Geodetic Survey in June 1991..
 KZ0369
 KZ0369.The geoid height was determined by GEOID03.
 KZ0369
 KZ0369.The dynamic height is computed by dividing the NAVD 88
 KZ0369.geopotential number by the normal gravity value computed on the
 KZ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0369.degrees latitude (g = 980.6199 gals.).
 KZ0369
 KZ0369.The modeled gravity was interpolated from observed gravity values.
 KZ0369
 KZ0369;                    North         East    Units  Estimated Accuracy
 KZ0369;SPC OH N     -   110,280.      622,860.      MT  (+/- 180 meters Scaled)
 KZ0369
 KZ0369                          SUPERSEDED SURVEY CONTROL
 KZ0369
 KZ0369  NGVD 29 (??/??/92)  337.247  (m)         1106.45   (f) ADJ UNCH    2 0
 KZ0369
 KZ0369.Superseded values are not recommended for survey control.
 KZ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0369.See file dsdata.txt to determine how the superseded data were derived.
 KZ0369
 KZ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF960016(NAD 83)
 KZ0369_MARKER: DB = BENCH MARK DISK
 KZ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0369_STAMPING: G 258 1959
 KZ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0369+STABILITY: SURFACE MOTION
 KZ0369
 KZ0369  HISTORY     - Date     Condition        Report By
 KZ0369  HISTORY     - 1959     MONUMENTED       CGS
 KZ0369  HISTORY     - 1970     GOOD             NGS
 KZ0369  HISTORY     - 1987     GOOD             OHDT
 KZ0369
 KZ0369                          STATION DESCRIPTION
 KZ0369
 KZ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0369'1.6 MI N FROM LOUDONVILLE.
 KZ0369'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE OVERPASS
 KZ0369'OVER THE PENNSYLVANIA RAILROAD AT LOUDONVILLE, 1.05 MILES NORTH
 KZ0369'OF THE ENTRANCE TO A CEMETERY EAST OF THE HIGHWAY, AT THE JUNCTION
 KZ0369'OF A NARROW GRAVEL ROAD WEST ALONG THE NORTH SIDE OF A LARGE
 KZ0369'TWO-STORY FARMHOUSE, 32 1/2 FEET EAST OF CENTER LINE OF HIGHWAY,
 KZ0369'59 FEET NORTHEAST OF CENTER LINE OF JUNCTION OF GRAVEL ROAD, 23
 KZ0369'FEET NORTHWEST OF CENTER LINE OF DIM WOODS ROAD LEADING NORTHEAST,
 KZ0369'2 1/2 FEET SOUTH OF A POWER LINE BRACE POLE, 16 FEET SOUTH OF THE
 KZ0369'FIRST TELEPHONE POLE NORTH OF WOODS ROAD, 2 FEET NORTH OF A STEEL
 KZ0369'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 KZ0369'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0369
 KZ0369                          STATION RECOVERY (1970)
 KZ0369
 KZ0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0369'RECOVERED IN GOOD CONDITION.
 KZ0369
 KZ0369                          STATION RECOVERY (1987)
 KZ0369
 KZ0369'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1631 ***********************************************************************
 KY1631  DESIGNATION -  G 259
 KY1631  PID         -  KY1631
 KY1631  STATE/COUNTY-  OH/HOLMES
 KY1631  USGS QUAD   -  MILLERSBURG (1994)
 KY1631
 KY1631                         *CURRENT SURVEY CONTROL
 KY1631  ___________________________________________________________________
 KY1631* NAD 83(1986)-  40 32 46.     (N)    081 55 04.     (W)     SCALED    
 KY1631* NAVD 88     -       251.225  (meters)     824.23   (feet)  ADJUSTED  
 KY1631  ___________________________________________________________________
 KY1631  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KY1631  DYNAMIC HT  -         251.106 (meters)     823.84  (feet)  COMP
 KY1631  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 KY1631
 KY1631  VERT ORDER  -  SECOND    CLASS 0
 KY1631
 KY1631.The horizontal coordinates were scaled from a topographic map and have
 KY1631.an estimated accuracy of +/- 6 seconds.
 KY1631
 KY1631.The orthometric height was determined by differential leveling
 KY1631.and adjusted by the National Geodetic Survey in June 1991..
 KY1631
 KY1631.The geoid height was determined by GEOID03.
 KY1631
 KY1631.The dynamic height is computed by dividing the NAVD 88
 KY1631.geopotential number by the normal gravity value computed on the
 KY1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1631.degrees latitude (g = 980.6199 gals.).
 KY1631
 KY1631.The modeled gravity was interpolated from observed gravity values.
 KY1631
 KY1631;                    North         East    Units  Estimated Accuracy
 KY1631;SPC OH N     -    97,820.      649,320.      MT  (+/- 180 meters Scaled)
 KY1631
 KY1631                          SUPERSEDED SURVEY CONTROL
 KY1631
 KY1631  NGVD 29 (??/??/92)  251.447  (m)          824.96   (f) ADJ UNCH    2 0
 KY1631
 KY1631.Superseded values are not recommended for survey control.
 KY1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1631.See file dsdata.txt to determine how the superseded data were derived.
 KY1631
 KY1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME222887(NAD 83)
 KY1631_MARKER: DB = BENCH MARK DISK
 KY1631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1631_SP_SET: BRIDGE WALKWAY
 KY1631_STAMPING: G 259 1959
 KY1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1631
 KY1631  HISTORY     - Date     Condition        Report By
 KY1631  HISTORY     - 1959     MONUMENTED       CGS
 KY1631  HISTORY     - 1973     GOOD             OHDT
 KY1631
 KY1631                          STATION DESCRIPTION
 KY1631
 KY1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1631'0.6 MI S FROM MILLERSBURG.
 KY1631'ABOUT 0.55 MILE SOUTH ALONG U.S. HIGHWAY 62 FROM THE COURTHOUSE
 KY1631'AT MILLERSBURG, 0.3 MILE NORTH OF THE ENTRANCE TO THE BRIAR HILL
 KY1631'AIRPORT, IN THE SOUTH EDGE OF MILLERSBURG, 23 FEET WEST OF THE
 KY1631'CENTER LINE OF THE HIGHWAY (SOUTH CLAY STREET), IN TOP OF THE
 KY1631'WING WALL AT THE NORTHWEST CORNER OF A 15-FOOT BRIDGE OVER A
 KY1631'SMALL STREAM, 1/2 FOOT NORTH OF THE NORTH END OF A CONCRETE
 KY1631'GUARD-RAIL ALONG THE WEST SIDE OF THE PEDESTRIAN WALK ACROSS
 KY1631'THE BRIDGE, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND ABOUT
 KY1631'LEVEL WITH THE WALK.
 KY1631
 KY1631                          STATION RECOVERY (1973)
 KY1631
 KY1631'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KY1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1655 ***********************************************************************
 KZ1655  DESIGNATION -  G 26
 KZ1655  PID         -  KZ1655
 KZ1655  STATE/COUNTY-  OH/LOGAN
 KZ1655  USGS QUAD   -  ZANESFIELD (1972)
 KZ1655
 KZ1655                         *CURRENT SURVEY CONTROL
 KZ1655  ___________________________________________________________________
 KZ1655* NAD 83(1986)-  40 20 02.     (N)    083 40 37.     (W)     SCALED    
 KZ1655* NAVD 88     -       354.872  (meters)    1164.28   (feet)  ADJUSTED  
 KZ1655  ___________________________________________________________________
 KZ1655  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KZ1655  DYNAMIC HT  -         354.680 (meters)    1163.65  (feet)  COMP
 KZ1655  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 KZ1655
 KZ1655  VERT ORDER  -  SECOND    CLASS 0
 KZ1655
 KZ1655.The horizontal coordinates were scaled from a topographic map and have
 KZ1655.an estimated accuracy of +/- 6 seconds.
 KZ1655
 KZ1655.The orthometric height was determined by differential leveling
 KZ1655.and adjusted by the National Geodetic Survey in June 1991..
 KZ1655
 KZ1655.The geoid height was determined by GEOID03.
 KZ1655
 KZ1655.The dynamic height is computed by dividing the NAVD 88
 KZ1655.geopotential number by the normal gravity value computed on the
 KZ1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1655.degrees latitude (g = 980.6199 gals.).
 KZ1655
 KZ1655.The modeled gravity was interpolated from observed gravity values.
 KZ1655
 KZ1655;                    North         East    Units  Estimated Accuracy
 KZ1655;SPC OH N     -    74,770.      499,990.      MT  (+/- 180 meters Scaled)
 KZ1655
 KZ1655                          SUPERSEDED SURVEY CONTROL
 KZ1655
 KZ1655  NGVD 29 (??/??/92)  355.07   (m)         1164.9    (f) COMPUTED    2 0
 KZ1655
 KZ1655.Superseded values are not recommended for survey control.
 KZ1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1655.See file dsdata.txt to determine how the superseded data were derived.
 KZ1655
 KZ1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE726682(NAD 83)
 KZ1655_MARKER: DB = BENCH MARK DISK
 KZ1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1655_STAMPING: G 26 1934
 KZ1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1655+STABILITY: SURFACE MOTION
 KZ1655
 KZ1655  HISTORY     - Date     Condition        Report By
 KZ1655  HISTORY     - 1934     MONUMENTED       CGS
 KZ1655  HISTORY     - 1935     GOOD             NGS
 KZ1655  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ1655
 KZ1655                          STATION DESCRIPTION
 KZ1655
 KZ1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KZ1655'AT ZANESFIELD.
 KZ1655'ALONG THE ST. MARYS BRANCH OF THE OHIO DIVISION OF THE NEW YORK
 KZ1655'CENTRAL RAILROAD, ACROSS TRACK FROM MILEPOST C 47 18.7 FEET
 KZ1655'EAST OF SOUTHEAST CORNER OF STATION, 17.0 FEET NORTH OF NORTH
 KZ1655'RAIL, LEVEL WITH TOP OF RAILS, ON TOP OF CONCRETE POST.
 KZ1655
 KZ1655                          STATION RECOVERY (1959)
 KZ1655
 KZ1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KZ1655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0954 ***********************************************************************
 KY0954  DESIGNATION -  G 261
 KY0954  PID         -  KY0954
 KY0954  STATE/COUNTY-  OH/HOLMES
 KY0954  USGS QUAD   -  HOLMESVILLE (1994)
 KY0954
 KY0954                         *CURRENT SURVEY CONTROL
 KY0954  ___________________________________________________________________
 KY0954* NAD 83(1986)-  40 37 45.     (N)    081 58 18.     (W)     SCALED    
 KY0954* NAVD 88     -       305.460  (meters)    1002.16   (feet)  ADJUSTED  
 KY0954  ___________________________________________________________________
 KY0954  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KY0954  DYNAMIC HT  -         305.316 (meters)    1001.69  (feet)  COMP
 KY0954  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 KY0954
 KY0954  VERT ORDER  -  SECOND    CLASS 0
 KY0954
 KY0954.The horizontal coordinates were scaled from a topographic map and have
 KY0954.an estimated accuracy of +/- 6 seconds.
 KY0954
 KY0954.The orthometric height was determined by differential leveling
 KY0954.and adjusted by the National Geodetic Survey in June 1991..
 KY0954
 KY0954.The geoid height was determined by GEOID03.
 KY0954
 KY0954.The dynamic height is computed by dividing the NAVD 88
 KY0954.geopotential number by the normal gravity value computed on the
 KY0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0954.degrees latitude (g = 980.6199 gals.).
 KY0954
 KY0954.The modeled gravity was interpolated from observed gravity values.
 KY0954
 KY0954;                    North         East    Units  Estimated Accuracy
 KY0954;SPC OH N     -   107,020.      644,700.      MT  (+/- 180 meters Scaled)
 KY0954
 KY0954                          SUPERSEDED SURVEY CONTROL
 KY0954
 KY0954  NGVD 29 (??/??/92)  305.670  (m)         1002.85   (f) ADJ UNCH    2 0
 KY0954
 KY0954.Superseded values are not recommended for survey control.
 KY0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0954.See file dsdata.txt to determine how the superseded data were derived.
 KY0954
 KY0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME178980(NAD 83)
 KY0954_MARKER: DB = BENCH MARK DISK
 KY0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0954_SP_SET: CULVERT
 KY0954_STAMPING: G 261 1959
 KY0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0954
 KY0954  HISTORY     - Date     Condition        Report By
 KY0954  HISTORY     - 1959     MONUMENTED       CGS
 KY0954
 KY0954                          STATION DESCRIPTION
 KY0954
 KY0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY0954'2.8 MI NW FROM HOLMESVILLE.
 KY0954'ABOUT 0.8 MILE WEST ALONG COUNTY ROAD 320 FROM THE CHURCH OF
 KY0954'CHRIST AT HOLMESVILLE, THENCE ABOUT 2.05 MILES NORTHWEST ALONG
 KY0954'COUNTY ROAD 329, 0.75 MILE EAST OF THE INTERSECTION OF COUNTY
 KY0954'ROAD 331, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST
 KY0954'AND SOUTHEAST, AT THE JUNCTION OF A PRIVATE ROAD LEADING
 KY0954'NORTHEAST, 18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KY0954'IN TOP OF THE WEST END OF THE NORTH HEAD WALL TO A 6-FOOT
 KY0954'CONCRETE BOX CULVERT, 3 1/2 FEET EAST OF THE WEST END OF THE
 KY0954'HEAD WALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2391 ***********************************************************************
 KZ2391  DESIGNATION -  G 262 RESET
 KZ2391  PID         -  KZ2391
 KZ2391  STATE/COUNTY-  OH/WAYNE
 KZ2391  USGS QUAD   -  SHREVE (1978)
 KZ2391
 KZ2391                         *CURRENT SURVEY CONTROL
 KZ2391  ___________________________________________________________________
 KZ2391* NAD 83(1986)-  40 41 50.     (N)    082 01 12.     (W)     SCALED    
 KZ2391* NAVD 88     -       269.94   (meters)     885.6    (feet)  RESET     
 KZ2391  ___________________________________________________________________
 KZ2391  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KZ2391
 KZ2391  VERT ORDER  -  THIRD
 KZ2391
 KZ2391.The horizontal coordinates were scaled from a topographic map and have
 KZ2391.an estimated accuracy of +/- 6 seconds.
 KZ2391
 KZ2391.The orthometric height was computed from unverified reset data.
 KZ2391.No vertical observational check was made to the station.
 KZ2391
 KZ2391.The geoid height was determined by GEOID03.
 KZ2391
 KZ2391;                    North         East    Units  Estimated Accuracy
 KZ2391;SPC OH N     -   114,550.      640,570.      MT  (+/- 180 meters Scaled)
 KZ2391
 KZ2391                          SUPERSEDED SURVEY CONTROL
 KZ2391
 KZ2391  NGVD 29 (10/13/05)  270.15   (m)          886.3    (f) RESET       3  
 KZ2391
 KZ2391.Superseded values are not recommended for survey control.
 KZ2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2391.See file dsdata.txt to determine how the superseded data were derived.
 KZ2391
 KZ2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF138056(NAD 83)
 KZ2391_MARKER: DB = BENCH MARK DISK
 KZ2391_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KZ2391_SP_SET: WINGWALL
 KZ2391_STAMPING: G 262 1970 RESET
 KZ2391_MARK LOGO: CGS   
 KZ2391_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2391+STABILITY: SURFACE MOTION
 KZ2391
 KZ2391  HISTORY     - Date     Condition        Report By
 KZ2391  HISTORY     - 1970     MONUMENTED       NGS
 KZ2391
 KZ2391                          STATION DESCRIPTION
 KZ2391
 KZ2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KZ2391'ABOUT 1.05 MILES (1.69 KM) NORTHEAST ALONG STATE HIGHWAY 226 FROM THE
 KZ2391'POST OFFICE IN SHREVE, IN THE NORTHEAST PART OF 10-FOOT METAL
 KZ2391'CULVERT, 177 FEET (53.9 M) SOUTH OF THE CENTERLINE OF CO. ROAD 289
 KZ2391'AND 50 FEET (15.2 M) EAST OF THE CENTERLINE OF HIGHWAY 226.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0517 ***********************************************************************
 KZ0517  DESIGNATION -  G 263
 KZ0517  PID         -  KZ0517
 KZ0517  STATE/COUNTY-  OH/HOLMES
 KZ0517  USGS QUAD   -  GLENMONT (1962)
 KZ0517
 KZ0517                         *CURRENT SURVEY CONTROL
 KZ0517  ___________________________________________________________________
 KZ0517* NAD 83(1986)-  40 31 59.     (N)    082 00 48.     (W)     SCALED    
 KZ0517* NAVD 88     -       281.788  (meters)     924.50   (feet)  ADJUSTED  
 KZ0517  ___________________________________________________________________
 KZ0517  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KZ0517  DYNAMIC HT  -         281.649 (meters)     924.04  (feet)  COMP
 KZ0517  MODELED GRAV-     980,125.0   (mgal)                       NAVD 88
 KZ0517
 KZ0517  VERT ORDER  -  SECOND    CLASS 0
 KZ0517
 KZ0517.The horizontal coordinates were scaled from a topographic map and have
 KZ0517.an estimated accuracy of +/- 6 seconds.
 KZ0517
 KZ0517.The orthometric height was determined by differential leveling
 KZ0517.and adjusted by the National Geodetic Survey in June 1991..
 KZ0517
 KZ0517.The geoid height was determined by GEOID03.
 KZ0517
 KZ0517.The dynamic height is computed by dividing the NAVD 88
 KZ0517.geopotential number by the normal gravity value computed on the
 KZ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0517.degrees latitude (g = 980.6199 gals.).
 KZ0517
 KZ0517.The modeled gravity was interpolated from observed gravity values.
 KZ0517
 KZ0517;                    North         East    Units  Estimated Accuracy
 KZ0517;SPC OH N     -    96,330.      641,230.      MT  (+/- 180 meters Scaled)
 KZ0517
 KZ0517                          SUPERSEDED SURVEY CONTROL
 KZ0517
 KZ0517  NGVD 29 (??/??/92)  281.993  (m)          925.17   (f) ADJ UNCH    2 0
 KZ0517
 KZ0517.Superseded values are not recommended for survey control.
 KZ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0517.See file dsdata.txt to determine how the superseded data were derived.
 KZ0517
 KZ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME141874(NAD 83)
 KZ0517_MARKER: DB = BENCH MARK DISK
 KZ0517_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KZ0517_SP_SET: UNSPECIFIED ROCK
 KZ0517_STAMPING: G 263 1959
 KZ0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0517
 KZ0517  HISTORY     - Date     Condition        Report By
 KZ0517  HISTORY     - 1959     MONUMENTED       CGS
 KZ0517  HISTORY     - 1971     GOOD             NGS
 KZ0517
 KZ0517                          STATION DESCRIPTION
 KZ0517
 KZ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0517'2.8 MI NW FROM KILLBUCK.
 KZ0517'ABOUT 2.8 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM THE CROSSING
 KZ0517'OF THE PENNSYLVANIA RAILROAD AT KILLBUCK, AT THE JUNCTION OF
 KZ0517'COUNTY ROAD 286, 24 FEET NORTHEAST OF THE CENTER LINE OF THE
 KZ0517'HIGHWAY AT THE JUNCTION OF THE COUNTY ROAD, SET VERTICALLY IN
 KZ0517'THE SOUTHWEST FACE OF A ROCK 20-FEET-LONG BY 5-FEET-HIGH, 5 FEET
 KZ0517'NORTHWEST OF THE SOUTHEAST END OF THE ROCK, 1 1/2 FEET ABOVE THE
 KZ0517'GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KZ0517
 KZ0517                          STATION RECOVERY (1971)
 KZ0517
 KZ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0351 ***********************************************************************
 KZ0351  DESIGNATION -  G 264
 KZ0351  PID         -  KZ0351
 KZ0351  STATE/COUNTY-  OH/ASHLAND
 KZ0351  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0351
 KZ0351                         *CURRENT SURVEY CONTROL
 KZ0351  ___________________________________________________________________
 KZ0351* NAD 83(1986)-  40 43 43.     (N)    082 11 24.     (W)     SCALED    
 KZ0351* NAVD 88     -       325.331  (meters)    1067.36   (feet)  ADJUSTED  
 KZ0351  ___________________________________________________________________
 KZ0351  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KZ0351  DYNAMIC HT  -         325.177 (meters)    1066.85  (feet)  COMP
 KZ0351  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 KZ0351
 KZ0351  VERT ORDER  -  SECOND    CLASS 0
 KZ0351
 KZ0351.The horizontal coordinates were scaled from a topographic map and have
 KZ0351.an estimated accuracy of +/- 6 seconds.
 KZ0351
 KZ0351.The orthometric height was determined by differential leveling
 KZ0351.and adjusted by the National Geodetic Survey in June 1991..
 KZ0351
 KZ0351.The geoid height was determined by GEOID03.
 KZ0351
 KZ0351.The dynamic height is computed by dividing the NAVD 88
 KZ0351.geopotential number by the normal gravity value computed on the
 KZ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0351.degrees latitude (g = 980.6199 gals.).
 KZ0351
 KZ0351.The modeled gravity was interpolated from observed gravity values.
 KZ0351
 KZ0351;                    North         East    Units  Estimated Accuracy
 KZ0351;SPC OH N     -   117,970.      626,190.      MT  (+/- 180 meters Scaled)
 KZ0351
 KZ0351                          SUPERSEDED SURVEY CONTROL
 KZ0351
 KZ0351  NGVD 29 (??/??/92)  325.515  (m)         1067.96   (f) ADJ UNCH    2 0
 KZ0351
 KZ0351.Superseded values are not recommended for survey control.
 KZ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0351.See file dsdata.txt to determine how the superseded data were derived.
 KZ0351
 KZ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF995093(NAD 83)
 KZ0351_MARKER: DB = BENCH MARK DISK
 KZ0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0351_SP_SET: BRIDGE
 KZ0351_STAMPING: G 264 1959
 KZ0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0351
 KZ0351  HISTORY     - Date     Condition        Report By
 KZ0351  HISTORY     - 1959     MONUMENTED       CGS
 KZ0351
 KZ0351                          STATION DESCRIPTION
 KZ0351
 KZ0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0351'AT MOHICANVILLE.
 KZ0351'AT MOHICANVILLE, ABOUT 100 YARDS EAST OF THE INTERSECTION OF
 KZ0351'STATE HIGHWAYS 95 AND 179, 14 FEET NORTHWEST OF THE CENTER LINE
 KZ0351'OF HIGHWAY 95, IN TOP OF THE WING WALL AT THE WEST CORNER OF A
 KZ0351'50-FOOT BRIDGE UNDER HIGHWAY 95 AND OVER MOHICAN RUN, AND ABOUT
 KZ0351'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0769 ***********************************************************************
 KZ0769  DESIGNATION -  G 265
 KZ0769  PID         -  KZ0769
 KZ0769  STATE/COUNTY-  OH/KNOX
 KZ0769  USGS QUAD   -  MT VERNON (1982)
 KZ0769
 KZ0769                         *CURRENT SURVEY CONTROL
 KZ0769  ___________________________________________________________________
 KZ0769* NAD 83(1986)-  40 28 47.     (N)    082 22 51.     (W)     SCALED    
 KZ0769* NAVD 88     -       352.651  (meters)    1156.99   (feet)  ADJUSTED  
 KZ0769  ___________________________________________________________________
 KZ0769  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KZ0769  DYNAMIC HT  -         352.472 (meters)    1156.40  (feet)  COMP
 KZ0769  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 KZ0769
 KZ0769  VERT ORDER  -  SECOND    CLASS 0
 KZ0769
 KZ0769.The horizontal coordinates were scaled from a topographic map and have
 KZ0769.an estimated accuracy of +/- 6 seconds.
 KZ0769
 KZ0769.The orthometric height was determined by differential leveling
 KZ0769.and adjusted by the National Geodetic Survey in June 1991..
 KZ0769
 KZ0769.The geoid height was determined by GEOID03.
 KZ0769
 KZ0769.The dynamic height is computed by dividing the NAVD 88
 KZ0769.geopotential number by the normal gravity value computed on the
 KZ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0769.degrees latitude (g = 980.6199 gals.).
 KZ0769
 KZ0769.The modeled gravity was interpolated from observed gravity values.
 KZ0769
 KZ0769;                    North         East    Units  Estimated Accuracy
 KZ0769;SPC OH N     -    90,290.      610,100.      MT  (+/- 180 meters Scaled)
 KZ0769
 KZ0769                          SUPERSEDED SURVEY CONTROL
 KZ0769
 KZ0769  NGVD 29 (??/??/92)  352.823  (m)         1157.55   (f) ADJ UNCH    2 0
 KZ0769
 KZ0769.Superseded values are not recommended for survey control.
 KZ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0769.See file dsdata.txt to determine how the superseded data were derived.
 KZ0769
 KZ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE829819(NAD 83)
 KZ0769_MARKER: DB = BENCH MARK DISK
 KZ0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0769_SP_SET: CULVERT
 KZ0769_STAMPING: G 265 1959
 KZ0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0769
 KZ0769  HISTORY     - Date     Condition        Report By
 KZ0769  HISTORY     - 1959     MONUMENTED       CGS
 KZ0769
 KZ0769                          STATION DESCRIPTION
 KZ0769
 KZ0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0769'0.6 MI NW FROM AMITY.
 KZ0769'ABOUT 0.65 MILE NORTHWEST ALONG KNOX COUNTY ROAD 14 FROM THE
 KZ0769'INTERSECTION OF STATE HIGHWAY 3 AT AMITY, 0.9 MILE SOUTH OF THE
 KZ0769'JUNCTION OF COUNTY ROADS 65 LEADING NORTH AND ROAD 67 LEADING
 KZ0769'EAST, 0.8 MILE NORTHWEST OF AMITY HIGH SCHOOL, 20 1/2 FEET WEST
 KZ0769'OF THE CENTER LINE OF ROAD 14, IN TOP OF THE NORTH END OF THE
 KZ0769'WEST HEAD WALL OF A 6-FOOT CONCRETE CULVERT, AND ABOUT 3 1/2
 KZ0769'FEET BELOW THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0450 ***********************************************************************
 KZ0450  DESIGNATION -  G 266
 KZ0450  PID         -  KZ0450
 KZ0450  STATE/COUNTY-  OH/KNOX
 KZ0450  USGS QUAD   -  GREER (1978)
 KZ0450
 KZ0450                         *CURRENT SURVEY CONTROL
 KZ0450  ___________________________________________________________________
 KZ0450* NAD 83(1986)-  40 33 17.     (N)    082 14 55.     (W)     SCALED    
 KZ0450* NAVD 88     -       346.236  (meters)    1135.94   (feet)  ADJUSTED  
 KZ0450  ___________________________________________________________________
 KZ0450  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KZ0450  DYNAMIC HT  -         346.066 (meters)    1135.38  (feet)  COMP
 KZ0450  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 KZ0450
 KZ0450  VERT ORDER  -  SECOND    CLASS 0
 KZ0450
 KZ0450.The horizontal coordinates were scaled from a topographic map and have
 KZ0450.an estimated accuracy of +/- 6 seconds.
 KZ0450
 KZ0450.The orthometric height was determined by differential leveling
 KZ0450.and adjusted by the National Geodetic Survey in June 1991..
 KZ0450
 KZ0450.The geoid height was determined by GEOID03.
 KZ0450
 KZ0450.The dynamic height is computed by dividing the NAVD 88
 KZ0450.geopotential number by the normal gravity value computed on the
 KZ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0450.degrees latitude (g = 980.6199 gals.).
 KZ0450
 KZ0450.The modeled gravity was interpolated from observed gravity values.
 KZ0450
 KZ0450;                    North         East    Units  Estimated Accuracy
 KZ0450;SPC OH N     -    98,650.      621,290.      MT  (+/- 180 meters Scaled)
 KZ0450
 KZ0450                          SUPERSEDED SURVEY CONTROL
 KZ0450
 KZ0450  NGVD 29 (??/??/92)  346.427  (m)         1136.57   (f) ADJ UNCH    2 0
 KZ0450
 KZ0450.Superseded values are not recommended for survey control.
 KZ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0450.See file dsdata.txt to determine how the superseded data were derived.
 KZ0450
 KZ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE942900(NAD 83)
 KZ0450_MARKER: DB = BENCH MARK DISK
 KZ0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0450_SP_SET: CULVERT
 KZ0450_STAMPING: G 266 1959
 KZ0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0450
 KZ0450  HISTORY     - Date     Condition        Report By
 KZ0450  HISTORY     - 1959     MONUMENTED       CGS
 KZ0450  HISTORY     - 1971     GOOD             NGS
 KZ0450
 KZ0450                          STATION DESCRIPTION
 KZ0450
 KZ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0450'4.7 MI NW FROM GREER.
 KZ0450'ABOUT 0.95 MILES SOUTHWEST ALONG STATE HIGHWAY 514 FROM THE
 KZ0450'WEST END OF BRIDGE OVER MOHICAN RIVER AT GREER, THENCE ABOUT
 KZ0450'3.75 MILES NORTHWEST ALONG COUNTY ROAD 43, 1.0 MILE NORTHWEST OF
 KZ0450'JEFFERSON GRANGE NO. 1959, 0.5 MILE EAST OF THE JUNCTION OF ROAD
 KZ0450'81 LEADING SOUTH, 12 1/2 FEET NORTH OF THE CENTER LINE OF THE
 KZ0450'ROAD AND AT THE BOTTOM OF GRADE, IN TOP OF THE WEST END OF THE
 KZ0450'NORTH HEAD WALL OF A 6-FOOT CONCRETE CULVERT UNDER ROAD 43, AND
 KZ0450'ABOUT LEVEL WITH THE ROAD.
 KZ0450
 KZ0450                          STATION RECOVERY (1971)
 KZ0450
 KZ0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0487 ***********************************************************************
 KZ0487  DESIGNATION -  G 267
 KZ0487  PID         -  KZ0487
 KZ0487  STATE/COUNTY-  OH/HOLMES
 KZ0487  USGS QUAD   -  GLENMONT (1962)
 KZ0487
 KZ0487                         *CURRENT SURVEY CONTROL
 KZ0487  ___________________________________________________________________
 KZ0487* NAD 83(1986)-  40 31 12.     (N)    082 05 44.     (W)     SCALED    
 KZ0487* NAVD 88     -       266.063  (meters)     872.91   (feet)  ADJUSTED  
 KZ0487  ___________________________________________________________________
 KZ0487  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KZ0487  DYNAMIC HT  -         265.930 (meters)     872.47  (feet)  COMP
 KZ0487  MODELED GRAV-     980,116.7   (mgal)                       NAVD 88
 KZ0487
 KZ0487  VERT ORDER  -  SECOND    CLASS 0
 KZ0487
 KZ0487.The horizontal coordinates were scaled from a topographic map and have
 KZ0487.an estimated accuracy of +/- 6 seconds.
 KZ0487
 KZ0487.The orthometric height was determined by differential leveling
 KZ0487.and adjusted by the National Geodetic Survey in June 1991..
 KZ0487
 KZ0487.The geoid height was determined by GEOID03.
 KZ0487
 KZ0487.The dynamic height is computed by dividing the NAVD 88
 KZ0487.geopotential number by the normal gravity value computed on the
 KZ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0487.degrees latitude (g = 980.6199 gals.).
 KZ0487
 KZ0487.The modeled gravity was interpolated from observed gravity values.
 KZ0487
 KZ0487;                    North         East    Units  Estimated Accuracy
 KZ0487;SPC OH N     -    94,840.      634,270.      MT  (+/- 180 meters Scaled)
 KZ0487
 KZ0487                          SUPERSEDED SURVEY CONTROL
 KZ0487
 KZ0487  NGVD 29 (??/??/92)  266.258  (m)          873.55   (f) ADJ UNCH    2 0
 KZ0487
 KZ0487.Superseded values are not recommended for survey control.
 KZ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0487.See file dsdata.txt to determine how the superseded data were derived.
 KZ0487
 KZ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME071860(NAD 83)
 KZ0487_MARKER: DB = BENCH MARK DISK
 KZ0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0487_SP_SET: ABUTMENT
 KZ0487_STAMPING: G 267 1959
 KZ0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0487
 KZ0487  HISTORY     - Date     Condition        Report By
 KZ0487  HISTORY     - 1959     MONUMENTED       CGS
 KZ0487  HISTORY     - 1971     GOOD             NGS
 KZ0487
 KZ0487                          STATION DESCRIPTION
 KZ0487
 KZ0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0487'AT GLENMONT.
 KZ0487'AT GLENMONT, ABOUT 0.1 MILE SOUTH ALONG HOLMES COUNTY ROAD 25
 KZ0487'FROM THE POST OFFICE, ALONG THE PENNSYLVANIA RAILROAD, 0.35 MILE
 KZ0487'WEST OF THE STATION, 0.2 MILE WEST OF MILEPOST 73, 66 YARDS NORTH
 KZ0487'OF THE CROSSING OF ROAD 25, 17 FEET NORTHEAST OF THE CENTER LINE
 KZ0487'OF ROAD 25, 7 1/2 FEET NORTHEAST OF A GUARD-RAIL, IN TOP AND
 KZ0487'FIRST STEP-DOWN OF THE NORTHEAST END OF THE NORTHEAST CONCRETE
 KZ0487'ABUTMENT OF HIGHWAY 25 BRIDGE OVER BLACK CREEK, AND ABOUT 2 FEET
 KZ0487'BELOW THE LEVEL OF BRIDGE FLOOR.
 KZ0487
 KZ0487                          STATION RECOVERY (1971)
 KZ0487
 KZ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1127 ***********************************************************************
 KZ1127  DESIGNATION -  G 268
 KZ1127  PID         -  KZ1127
 KZ1127  STATE/COUNTY-  OH/RICHLAND
 KZ1127  USGS QUAD   -  MANSFIELD SOUTH (1984)
 KZ1127
 KZ1127                         *CURRENT SURVEY CONTROL
 KZ1127  ___________________________________________________________________
 KZ1127* NAD 83(1986)-  40 41 47.     (N)    082 35 07.     (W)     SCALED    
 KZ1127* NAVD 88     -       364.352  (meters)    1195.38   (feet)  ADJUSTED  
 KZ1127  ___________________________________________________________________
 KZ1127  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ1127  DYNAMIC HT  -         364.170 (meters)    1194.78  (feet)  COMP
 KZ1127  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 KZ1127
 KZ1127  VERT ORDER  -  SECOND    CLASS 0
 KZ1127
 KZ1127.The horizontal coordinates were scaled from a topographic map and have
 KZ1127.an estimated accuracy of +/- 6 seconds.
 KZ1127
 KZ1127.The orthometric height was determined by differential leveling
 KZ1127.and adjusted by the National Geodetic Survey in June 1991..
 KZ1127
 KZ1127.The geoid height was determined by GEOID03.
 KZ1127
 KZ1127.The dynamic height is computed by dividing the NAVD 88
 KZ1127.geopotential number by the normal gravity value computed on the
 KZ1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1127.degrees latitude (g = 980.6199 gals.).
 KZ1127
 KZ1127.The modeled gravity was interpolated from observed gravity values.
 KZ1127
 KZ1127;                    North         East    Units  Estimated Accuracy
 KZ1127;SPC OH N     -   114,350.      592,790.      MT  (+/- 180 meters Scaled)
 KZ1127
 KZ1127                          SUPERSEDED SURVEY CONTROL
 KZ1127
 KZ1127  NGVD 29 (??/??/92)  364.496  (m)         1195.85   (f) ADJ UNCH    2 0
 KZ1127
 KZ1127.Superseded values are not recommended for survey control.
 KZ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1127.See file dsdata.txt to determine how the superseded data were derived.
 KZ1127
 KZ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF660062(NAD 83)
 KZ1127_MARKER: DB = BENCH MARK DISK
 KZ1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1127_STAMPING: G 268 1959
 KZ1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1127+STABILITY: SURFACE MOTION
 KZ1127
 KZ1127  HISTORY     - Date     Condition        Report By
 KZ1127  HISTORY     - 1959     MONUMENTED       CGS
 KZ1127
 KZ1127                          STATION DESCRIPTION
 KZ1127
 KZ1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1127'1.2 MI N FROM LEXINGTON.
 KZ1127'ABOUT 1.15 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 KZ1127'FROM THE STATION AT LEXINGTON, AT MILEAGE POLE 54+18, 46 YARDS
 KZ1127'NORTHEAST OF THE CROSSING OF LEXINGTON-SPRING MILL ROAD, 83 FEET
 KZ1127'EAST OF AND ACROSS THE ROAD FROM THE EAST RAIL, 34 FEET EAST OF
 KZ1127'THE CENTER LINE OF LEXINGTON-SPRING MILL ROAD, 51 FEET NORTHEAST
 KZ1127'OF THE CENTER OF Y JUNCTION OF LEXINGTON-SPRING MILL ROAD AND
 KZ1127'HANLEY ROAD, 17 1/2 FEET EAST OF THE SOUTHWEST CORNER OF FENCE
 KZ1127'ENCLOSING A SMALL RED BRICK PUMP-HOUSE, 1 FOOT SOUTH OF SAME
 KZ1127'FENCE, 5 FEET EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 KZ1127'BLACK TOP ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 KZ1127'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1355 ***********************************************************************
 KZ1355  DESIGNATION -  G 269
 KZ1355  PID         -  KZ1355
 KZ1355  STATE/COUNTY-  OH/RICHLAND
 KZ1355  USGS QUAD   -  BLOOMING GROVE (1987)
 KZ1355
 KZ1355                         *CURRENT SURVEY CONTROL
 KZ1355  ___________________________________________________________________
 KZ1355* NAD 83(1986)-  40 42 42.     (N)    082 39 58.     (W)     SCALED    
 KZ1355* NAVD 88     -       405.449  (meters)    1330.21   (feet)  ADJUSTED  
 KZ1355  ___________________________________________________________________
 KZ1355  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KZ1355  DYNAMIC HT  -         405.245 (meters)    1329.54  (feet)  COMP
 KZ1355  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 KZ1355
 KZ1355  VERT ORDER  -  SECOND    CLASS 0
 KZ1355
 KZ1355.The horizontal coordinates were scaled from a topographic map and have
 KZ1355.an estimated accuracy of +/- 6 seconds.
 KZ1355
 KZ1355.The orthometric height was determined by differential leveling
 KZ1355.and adjusted by the National Geodetic Survey in June 1991..
 KZ1355
 KZ1355.The geoid height was determined by GEOID03.
 KZ1355
 KZ1355.The dynamic height is computed by dividing the NAVD 88
 KZ1355.geopotential number by the normal gravity value computed on the
 KZ1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1355.degrees latitude (g = 980.6199 gals.).
 KZ1355
 KZ1355.The modeled gravity was interpolated from observed gravity values.
 KZ1355
 KZ1355;                    North         East    Units  Estimated Accuracy
 KZ1355;SPC OH N     -   116,060.      585,960.      MT  (+/- 180 meters Scaled)
 KZ1355
 KZ1355                          SUPERSEDED SURVEY CONTROL
 KZ1355
 KZ1355  NGVD 29 (??/??/92)  405.588  (m)         1330.67   (f) ADJ UNCH    2 0
 KZ1355
 KZ1355.Superseded values are not recommended for survey control.
 KZ1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1355.See file dsdata.txt to determine how the superseded data were derived.
 KZ1355
 KZ1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF592080(NAD 83)
 KZ1355_MARKER: DB = BENCH MARK DISK
 KZ1355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1355_SP_SET: CULVERT
 KZ1355_STAMPING: G 269 1959
 KZ1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1355
 KZ1355  HISTORY     - Date     Condition        Report By
 KZ1355  HISTORY     - 1959     MONUMENTED       CGS
 KZ1355  HISTORY     - 1973     GOOD             OHDT
 KZ1355  HISTORY     - 19870322 GOOD             USPSQD
 KZ1355  HISTORY     - 1990     GOOD             USPSQD
 KZ1355
 KZ1355                          STATION DESCRIPTION
 KZ1355
 KZ1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1355'2 MI N FROM STEAM CORNERS.
 KZ1355'ABOUT 2.05 MILES NORTH ALONG STATE HIGHWAY 314 FROM THE
 KZ1355'INTERSECTION OF MORROW COUNTY ROAD 37 AT STEAM CORNERS, 0.45
 KZ1355'MILE NORTH OF THE INTERSECTION OF STATE HIGHWAY 97, 0.1 MILE
 KZ1355'NORTH OF THE RICHLAND-MORROW COUNTY LINE SIGN, 0.15 MILE SOUTH
 KZ1355'OF THE TOP OF GRADES, 17 1/2 FEET WEST OF THE CENTER LINE OF
 KZ1355'HIGHWAY 314, IN TOP OF THE WEST WALL OF A RIGHT ANGLE SHAPED
 KZ1355'HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, AND
 KZ1355'ABOUT LEVEL WITH THE HIGHWAY.
 KZ1355
 KZ1355                          STATION RECOVERY (1973)
 KZ1355
 KZ1355'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1355'RECOVERED IN GOOD CONDITION.
 KZ1355
 KZ1355                          STATION RECOVERY (1987)
 KZ1355
 KZ1355'RECOVERY NOTE BY US POWER SQUADRON 1987 (RN)
 KZ1355'RECOVERED IN GOOD CONDITION.
 KZ1355
 KZ1355                          STATION RECOVERY (1990)
 KZ1355
 KZ1355'RECOVERY NOTE BY US POWER SQUADRON 1990 (DE)
 KZ1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0737 ***********************************************************************
 KZ0737  DESIGNATION -  G 27
 KZ0737  PID         -  KZ0737
 KZ0737  STATE/COUNTY-  OH/LICKING
 KZ0737  USGS QUAD   -  NEWARK (1982)
 KZ0737
 KZ0737                         *CURRENT SURVEY CONTROL
 KZ0737  ___________________________________________________________________
 KZ0737* NAD 83(1986)-  40 03 33.     (N)    082 23 51.     (W)     SCALED    
 KZ0737* NAVD 88     -       252.784  (meters)     829.34   (feet)  ADJUSTED  
 KZ0737  ___________________________________________________________________
 KZ0737  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ0737  DYNAMIC HT  -         252.644 (meters)     828.88  (feet)  COMP
 KZ0737  MODELED GRAV-     980,067.2   (mgal)                       NAVD 88
 KZ0737
 KZ0737  VERT ORDER  -  SECOND    CLASS 0
 KZ0737
 KZ0737.The horizontal coordinates were scaled from a topographic map and have
 KZ0737.an estimated accuracy of +/- 6 seconds.
 KZ0737
 KZ0737.The orthometric height was determined by differential leveling
 KZ0737.and adjusted by the National Geodetic Survey in June 1991..
 KZ0737
 KZ0737.The geoid height was determined by GEOID03.
 KZ0737
 KZ0737.The dynamic height is computed by dividing the NAVD 88
 KZ0737.geopotential number by the normal gravity value computed on the
 KZ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0737.degrees latitude (g = 980.6199 gals.).
 KZ0737
 KZ0737.The modeled gravity was interpolated from observed gravity values.
 KZ0737
 KZ0737;                    North         East    Units  Estimated Accuracy
 KZ0737;SPC OH S     -   228,610.      608,750.      MT  (+/- 180 meters Scaled)
 KZ0737
 KZ0737                          SUPERSEDED SURVEY CONTROL
 KZ0737
 KZ0737  NGVD 29 (??/??/92)  252.981  (m)          829.99   (f) ADJ UNCH    2 0
 KZ0737
 KZ0737.Superseded values are not recommended for survey control.
 KZ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0737.See file dsdata.txt to determine how the superseded data were derived.
 KZ0737
 KZ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE808352(NAD 83)
 KZ0737_MARKER: DB = BENCH MARK DISK
 KZ0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0737_STAMPING: G 27 1934
 KZ0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0737+STABILITY: SURFACE MOTION
 KZ0737
 KZ0737  HISTORY     - Date     Condition        Report By
 KZ0737  HISTORY     - 1934     MONUMENTED       CGS
 KZ0737  HISTORY     - 1961     MARK NOT FOUND   USGS
 KZ0737
 KZ0737                          STATION DESCRIPTION
 KZ0737
 KZ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ0737'AT NEWARK.
 KZ0737'AT NEWARK, LICKING COUNTY, 150 FEET NORTHWEST OF THE CENTERLINE
 KZ0737'OF EAST MAIN STREET, 48 FEET WEST OF THE NORTHWEST CORNER OF
 KZ0737'THE UNIVERSAL SUPPLY CO., 36 FEET NORTHEAST OF THE CENTERLINE
 KZ0737'OF A DIRT ROAD, 16 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KZ0737'MAIN TRACK OF THE BALTIMORE AND OHIO RAILROAD, 5 FEET SOUTH OF
 KZ0737'POLE 0+9, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.  A
 KZ0737'STANDARD DISK, STAMPED G 27 1934 AND SET IN THE TOP OF A CONCRETE
 KZ0737'POST PROJECTING 8 INCHES ABOVE GROUND.
 KZ0737
 KZ0737                          STATION RECOVERY (1961)
 KZ0737
 KZ0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KZ0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1348 ***********************************************************************
 KZ1348  DESIGNATION -  G 270
 KZ1348  PID         -  KZ1348
 KZ1348  STATE/COUNTY-  OH/RICHLAND
 KZ1348  USGS QUAD   -  CRESTLINE (1982)
 KZ1348
 KZ1348                         *CURRENT SURVEY CONTROL
 KZ1348  ___________________________________________________________________
 KZ1348* NAD 83(1986)-  40 47 00.     (N)    082 39 14.     (W)     SCALED    
 KZ1348* NAVD 88     -       400.637  (meters)    1314.42   (feet)  ADJUSTED  
 KZ1348  ___________________________________________________________________
 KZ1348  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ1348  DYNAMIC HT  -         400.438 (meters)    1313.77  (feet)  COMP
 KZ1348  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 KZ1348
 KZ1348  VERT ORDER  -  SECOND    CLASS 0
 KZ1348
 KZ1348.The horizontal coordinates were scaled from a topographic map and have
 KZ1348.an estimated accuracy of +/- 6 seconds.
 KZ1348
 KZ1348.The orthometric height was determined by differential leveling
 KZ1348.and adjusted by the National Geodetic Survey in June 1991..
 KZ1348
 KZ1348.The geoid height was determined by GEOID03.
 KZ1348
 KZ1348.The dynamic height is computed by dividing the NAVD 88
 KZ1348.geopotential number by the normal gravity value computed on the
 KZ1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1348.degrees latitude (g = 980.6199 gals.).
 KZ1348
 KZ1348.The modeled gravity was interpolated from observed gravity values.
 KZ1348
 KZ1348;                    North         East    Units  Estimated Accuracy
 KZ1348;SPC OH N     -   124,010.      587,010.      MT  (+/- 180 meters Scaled)
 KZ1348
 KZ1348                          SUPERSEDED SURVEY CONTROL
 KZ1348
 KZ1348  NGVD 29 (??/??/92)  400.775  (m)         1314.88   (f) ADJ UNCH    2 0
 KZ1348
 KZ1348.Superseded values are not recommended for survey control.
 KZ1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1348.See file dsdata.txt to determine how the superseded data were derived.
 KZ1348
 KZ1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF604160(NAD 83)
 KZ1348_MARKER: DB = BENCH MARK DISK
 KZ1348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1348_SP_SET: CATCH BASIN
 KZ1348_STAMPING: G 270 1959
 KZ1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1348
 KZ1348  HISTORY     - Date     Condition        Report By
 KZ1348  HISTORY     - 1959     MONUMENTED       CGS
 KZ1348  HISTORY     - 1973     GOOD             OHDT
 KZ1348  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 KZ1348  HISTORY     - 19870322 MARK NOT FOUND   USPSQD
 KZ1348
 KZ1348                          STATION DESCRIPTION
 KZ1348
 KZ1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1348'1.4 MI N FROM ONTARIO.
 KZ1348'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 314 FROM THE
 KZ1348'INTERSECTION OF U.S. HIGHWAY 30 SOUTH AT ONTARIO, ABOUT 0.3
 KZ1348'MILE NORTH OF THE INTERSECTION OF U.S. HIGHWAY 30 NORTH, AT
 KZ1348'THE INTERSECTION OF SNODGRASS ROAD, 15 FEET EAST OF THE CENTER LINE
 KZ1348'OF HIGHWAY 314, 38 FEET SOUTH OF THE CENTER LINE OF SNODGRASS ROAD,
 KZ1348'10 FEET SOUTH OF ONTARIO CORPORATION LIMIT SIGN, IN TOP OF THE
 KZ1348'NORTHWEST CORNER OF A 3-BY 6-FOOT CONCRETE CATCH BASIN FOR A
 KZ1348'PIPE CULVERT, AND ABOUT LEVEL WITH HIGHWAY 314.  NOTE-- SHOULD
 KZ1348'BE REPLACED IN ABOUT 8 OR 10 YRS. CONCRETE IS DETERIORATING.
 KZ1348
 KZ1348                          STATION RECOVERY (1973)
 KZ1348
 KZ1348'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1348'RECOVERED IN GOOD CONDITION.
 KZ1348
 KZ1348                          STATION RECOVERY (1985)
 KZ1348
 KZ1348'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 KZ1348'MARK NOT FOUND.
 KZ1348
 KZ1348                          STATION RECOVERY (1987)
 KZ1348
 KZ1348'RECOVERY NOTE BY US POWER SQUADRON 1987 (RN)
 KZ1348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1737 ***********************************************************************
 KZ1737  DESIGNATION -  G 270 RESET
 KZ1737  PID         -  KZ1737
 KZ1737  STATE/COUNTY-  OH/RICHLAND
 KZ1737  USGS QUAD   -  CRESTLINE (1982)
 KZ1737
 KZ1737                         *CURRENT SURVEY CONTROL
 KZ1737  ___________________________________________________________________
 KZ1737* NAD 83(1986)-  40 47 00.     (N)    082 39 14.     (W)     SCALED    
 KZ1737* NAVD 88     -       401.44   (meters)    1317.1    (feet)  RESET     
 KZ1737  ___________________________________________________________________
 KZ1737  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KZ1737
 KZ1737  VERT ORDER  -  THIRD
 KZ1737
 KZ1737.The horizontal coordinates were scaled from a topographic map and have
 KZ1737.an estimated accuracy of +/- 6 seconds.
 KZ1737
 KZ1737.The orthometric height was computed from unverified reset data.
 KZ1737.No vertical observational check was made to the station.
 KZ1737
 KZ1737.The geoid height was determined by GEOID03.
 KZ1737
 KZ1737;                    North         East    Units  Estimated Accuracy
 KZ1737;SPC OH N     -   124,010.      587,010.      MT  (+/- 180 meters Scaled)
 KZ1737
 KZ1737                          SUPERSEDED SURVEY CONTROL
 KZ1737
 KZ1737  NGVD 29 (10/13/05)  401.58   (m)         1317.5    (f) RESET       3  
 KZ1737
 KZ1737.Superseded values are not recommended for survey control.
 KZ1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1737.See file dsdata.txt to determine how the superseded data were derived.
 KZ1737
 KZ1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF604160(NAD 83)
 KZ1737_MARKER: DB = BENCH MARK DISK
 KZ1737_SETTING: 0 = UNSPECIFIED SETTING
 KZ1737_STAMPING: G 270 RESET 1975
 KZ1737_MARK LOGO: NGS   
 KZ1737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1737
 KZ1737  HISTORY     - Date     Condition        Report By
 KZ1737  HISTORY     - 1975     MONUMENTED       NGS
 KZ1737
 KZ1737                          STATION DESCRIPTION
 KZ1737
 KZ1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KZ1737'1.4 MI NORTH FROM ONTARIO.
 KZ1737'1.4 MILES NORTH ALONG STATE HIGHWAY 314 FROM ITS JUNCTION WITH U.S.
 KZ1737'HIGHWAY 30N IN ONTARIO, BENCH MARK BEING A PRE CAST ALUMINUM MONUMENT,
 KZ1737'35.0 FEET SOUTH OF THE CENTERLINE OF SNODGRASS ROAD, 1.0 FOOT
 KZ1737'NORTHWEST OF A POWER TRANSMISSION POLE, AND 174.0 FEET EAST OF THE
 KZ1737'CENTERLINE OF STATE HIGHWAY 314.
 KZ1737'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1258 ***********************************************************************
 KZ1258  DESIGNATION -  G 271
 KZ1258  PID         -  KZ1258
 KZ1258  STATE/COUNTY-  OH/MORROW
 KZ1258  USGS QUAD   -  GALION (1973)
 KZ1258
 KZ1258                         *CURRENT SURVEY CONTROL
 KZ1258  ___________________________________________________________________
 KZ1258* NAD 83(1986)-  40 39 15.     (N)    082 47 04.     (W)     SCALED    
 KZ1258* NAVD 88     -       371.808  (meters)    1219.84   (feet)  ADJUSTED  
 KZ1258  ___________________________________________________________________
 KZ1258  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KZ1258  DYNAMIC HT  -         371.621 (meters)    1219.23  (feet)  COMP
 KZ1258  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 KZ1258
 KZ1258  VERT ORDER  -  SECOND    CLASS 0
 KZ1258
 KZ1258.The horizontal coordinates were scaled from a topographic map and have
 KZ1258.an estimated accuracy of +/- 6 seconds.
 KZ1258
 KZ1258.The orthometric height was determined by differential leveling
 KZ1258.and adjusted by the National Geodetic Survey in June 1991..
 KZ1258
 KZ1258.The geoid height was determined by GEOID03.
 KZ1258
 KZ1258.The dynamic height is computed by dividing the NAVD 88
 KZ1258.geopotential number by the normal gravity value computed on the
 KZ1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1258.degrees latitude (g = 980.6199 gals.).
 KZ1258
 KZ1258.The modeled gravity was interpolated from observed gravity values.
 KZ1258
 KZ1258;                    North         East    Units  Estimated Accuracy
 KZ1258;SPC OH N     -   109,700.      575,940.      MT  (+/- 180 meters Scaled)
 KZ1258
 KZ1258                          SUPERSEDED SURVEY CONTROL
 KZ1258
 KZ1258  NGVD 29 (??/??/92)  371.940  (m)         1220.27   (f) ADJ UNCH    2 0
 KZ1258
 KZ1258.Superseded values are not recommended for survey control.
 KZ1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1258.See file dsdata.txt to determine how the superseded data were derived.
 KZ1258
 KZ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF491018(NAD 83)
 KZ1258_MARKER: DB = BENCH MARK DISK
 KZ1258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1258_SP_SET: CULVERT
 KZ1258_STAMPING: G 271 1959
 KZ1258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1258
 KZ1258  HISTORY     - Date     Condition        Report By
 KZ1258  HISTORY     - 1959     MONUMENTED       CGS
 KZ1258
 KZ1258                          STATION DESCRIPTION
 KZ1258
 KZ1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1258'3.4 MI SE FROM ST JAMES.
 KZ1258'ABOUT 0.6 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1258'FROM THE ELEVATOR AT ST. JAMES, THENCE ABOUT 1.9 MILES EAST
 KZ1258'ALONG IBERIA-BELLEVILLE ROAD AND N BLOOMBIELD TWP 49 ROAD,
 KZ1258'THENCE ABOUT 0.9 MILE SOUTH ALONG COUNTY ROAD 40, AT THE
 KZ1258'INTERSECTION OF COUNTY ROAD 57, 45 FEET EAST OF THE CENTER
 KZ1258'LINE OF ROAD 40, 9 FEET NORTH OF THE CENTER LINE OF ROAD 57,
 KZ1258'IN TOP OF THE EAST END OF THE NORTH HEAD WALL OF A CONCRETE
 KZ1258'CULVERT UNDER ROAD 57, AND ABOUT LEVEL WITH THE ROADS.  ALSO
 KZ1258'ABOUT 1.0 MILE NORTH ALONG COUNTY ROAD 40 FROM THE CROSSROAD
 KZ1258'AT WEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1306 ***********************************************************************
 KZ1306  DESIGNATION -  G 272
 KZ1306  PID         -  KZ1306
 KZ1306  STATE/COUNTY-  OH/KNOX
 KZ1306  USGS QUAD   -  BELLVILLE (1974)
 KZ1306
 KZ1306                         *CURRENT SURVEY CONTROL
 KZ1306  ___________________________________________________________________
 KZ1306* NAD 83(1986)-  40 31 38.     (N)    082 35 36.     (W)     SCALED    
 KZ1306* NAVD 88     -       344.988  (meters)    1131.85   (feet)  ADJUSTED  
 KZ1306  ___________________________________________________________________
 KZ1306  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KZ1306  DYNAMIC HT  -         344.811 (meters)    1131.27  (feet)  COMP
 KZ1306  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 KZ1306
 KZ1306  VERT ORDER  -  SECOND    CLASS 0
 KZ1306
 KZ1306.The horizontal coordinates were scaled from a topographic map and have
 KZ1306.an estimated accuracy of +/- 6 seconds.
 KZ1306
 KZ1306.The orthometric height was determined by differential leveling
 KZ1306.and adjusted by the National Geodetic Survey in June 1991..
 KZ1306
 KZ1306.The geoid height was determined by GEOID03.
 KZ1306
 KZ1306.The dynamic height is computed by dividing the NAVD 88
 KZ1306.geopotential number by the normal gravity value computed on the
 KZ1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1306.degrees latitude (g = 980.6199 gals.).
 KZ1306
 KZ1306.The modeled gravity was interpolated from observed gravity values.
 KZ1306
 KZ1306;                    North         East    Units  Estimated Accuracy
 KZ1306;SPC OH N     -    95,570.      592,090.      MT  (+/- 180 meters Scaled)
 KZ1306
 KZ1306                          SUPERSEDED SURVEY CONTROL
 KZ1306
 KZ1306  NGVD 29 (??/??/92)  345.146  (m)         1132.37   (f) ADJ UNCH    2 0
 KZ1306
 KZ1306.Superseded values are not recommended for survey control.
 KZ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1306.See file dsdata.txt to determine how the superseded data were derived.
 KZ1306
 KZ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE650874(NAD 83)
 KZ1306_MARKER: DB = BENCH MARK DISK
 KZ1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1306_STAMPING: G 272 1959
 KZ1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1306+STABILITY: SURFACE MOTION
 KZ1306
 KZ1306  HISTORY     - Date     Condition        Report By
 KZ1306  HISTORY     - 1959     MONUMENTED       CGS
 KZ1306
 KZ1306                          STATION DESCRIPTION
 KZ1306
 KZ1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1306'0.2 MI NE FROM BATEMANTOWN.
 KZ1306'ABOUT 0.2 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE METHODIST
 KZ1306'CHURCH AT BATEMANTOWN, 51 FEET NORTHWEST OF THE CENTER OF THE
 KZ1306'JUNCTION OF A GRAVEL ROAD LEADING NORTH, 66 FEET NORTHEAST OF
 KZ1306'THE NORTH CORNER OF A WOODEN DECK STEEL BRIDGE OVER KOKOSING
 KZ1306'RIVER, 41 1/2 FEET WEST OF THE CENTER LINE OF ROAD LEADING
 KZ1306'NORTH, 27 FEET NORTHWEST OF THE CENTER LINE OF ROAD LEADING
 KZ1306'SOUTHWEST TO BATEMANTOWN, 5 FEET NORTHWEST OF POWER LINE POLE
 KZ1306'102-ED-5, 1 FOOT SOUTHEAST OF A WIRE FENCE, 28 FEET SOUTHWEST
 KZ1306'OF THE CENTER OF CORNER GATE, ABOUT LEVEL WITH THE ROADS, AND
 KZ1306'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0828 ***********************************************************************
 KZ0828  DESIGNATION -  G 273
 KZ0828  PID         -  KZ0828
 KZ0828  STATE/COUNTY-  OH/DELAWARE
 KZ0828  USGS QUAD   -  KILBOURNE (1983)
 KZ0828
 KZ0828                         *CURRENT SURVEY CONTROL
 KZ0828  ___________________________________________________________________
 KZ0828* NAD 83(1986)-  40 15 53.     (N)    082 54 03.     (W)     SCALED    
 KZ0828* NAVD 88     -       280.389  (meters)     919.91   (feet)  ADJUSTED  
 KZ0828  ___________________________________________________________________
 KZ0828  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ0828  DYNAMIC HT  -         280.240 (meters)     919.42  (feet)  COMP
 KZ0828  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 KZ0828
 KZ0828  VERT ORDER  -  SECOND    CLASS 0
 KZ0828
 KZ0828.The horizontal coordinates were scaled from a topographic map and have
 KZ0828.an estimated accuracy of +/- 6 seconds.
 KZ0828
 KZ0828.The orthometric height was determined by differential leveling
 KZ0828.and adjusted by the National Geodetic Survey in June 1991..
 KZ0828
 KZ0828.The geoid height was determined by GEOID03.
 KZ0828
 KZ0828.The dynamic height is computed by dividing the NAVD 88
 KZ0828.geopotential number by the normal gravity value computed on the
 KZ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0828.degrees latitude (g = 980.6199 gals.).
 KZ0828
 KZ0828.The modeled gravity was interpolated from observed gravity values.
 KZ0828
 KZ0828;                    North         East    Units  Estimated Accuracy
 KZ0828;SPC OH N     -    66,490.      565,900.      MT  (+/- 180 meters Scaled)
 KZ0828
 KZ0828                          SUPERSEDED SURVEY CONTROL
 KZ0828
 KZ0828  NGVD 29 (??/??/92)  280.546  (m)          920.42   (f) ADJ UNCH    2 0
 KZ0828
 KZ0828.Superseded values are not recommended for survey control.
 KZ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0828.See file dsdata.txt to determine how the superseded data were derived.
 KZ0828
 KZ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE383588(NAD 83)
 KZ0828_MARKER: DB = BENCH MARK DISK
 KZ0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0828_SP_SET: ABUTMENT
 KZ0828_STAMPING: G 273 1959
 KZ0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0828
 KZ0828  HISTORY     - Date     Condition        Report By
 KZ0828  HISTORY     - 1959     MONUMENTED       CGS
 KZ0828  HISTORY     - 20041205 GOOD             USPSQD
 KZ0828
 KZ0828                          STATION DESCRIPTION
 KZ0828
 KZ0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0828'0.4 MI E FROM BERKSHIRE.
 KZ0828'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 36 FROM THE INTERSECTION
 KZ0828'OF ROAD 34 AT BERKSHIRE, 0.7 MILE NORTHWEST OF THE INTERSECTION
 KZ0828'OF ROAD 33, 24 1/2 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 KZ0828'IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF A 110-FOOT CONCRETE
 KZ0828'BRIDGE OVER LITTLE WALNUT CREEK, 3 1/2 FEET NORTH OF THE GUARD-RAIL,
 KZ0828'AND ABOUT LEVEL WITH THE HIGHWAY.
 KZ0828
 KZ0828                          STATION RECOVERY (2004)
 KZ0828
 KZ0828'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLP)
 KZ0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0939 ***********************************************************************
 KZ0939  DESIGNATION -  G 274
 KZ0939  PID         -  KZ0939
 KZ0939  STATE/COUNTY-  OH/DELAWARE
 KZ0939  USGS QUAD   -  KILBOURNE (1983)
 KZ0939
 KZ0939                         *CURRENT SURVEY CONTROL
 KZ0939  ___________________________________________________________________
 KZ0939* NAD 83(1986)-  40 17 14.     (N)    082 53 15.     (W)     SCALED    
 KZ0939* NAVD 88     -       291.427  (meters)     956.12   (feet)  ADJUSTED  
 KZ0939  ___________________________________________________________________
 KZ0939  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0939  DYNAMIC HT  -         291.272 (meters)     955.61  (feet)  COMP
 KZ0939  MODELED GRAV-     980,084.9   (mgal)                       NAVD 88
 KZ0939
 KZ0939  VERT ORDER  -  SECOND    CLASS 0
 KZ0939
 KZ0939.The horizontal coordinates were scaled from a topographic map and have
 KZ0939.an estimated accuracy of +/- 6 seconds.
 KZ0939
 KZ0939.The orthometric height was determined by differential leveling
 KZ0939.and adjusted by the National Geodetic Survey in June 1991..
 KZ0939
 KZ0939.The geoid height was determined by GEOID03.
 KZ0939
 KZ0939.The dynamic height is computed by dividing the NAVD 88
 KZ0939.geopotential number by the normal gravity value computed on the
 KZ0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0939.degrees latitude (g = 980.6199 gals.).
 KZ0939
 KZ0939.The modeled gravity was interpolated from observed gravity values.
 KZ0939
 KZ0939;                    North         East    Units  Estimated Accuracy
 KZ0939;SPC OH N     -    68,990.      567,050.      MT  (+/- 180 meters Scaled)
 KZ0939
 KZ0939                          SUPERSEDED SURVEY CONTROL
 KZ0939
 KZ0939  NGVD 29 (??/??/92)  291.581  (m)          956.63   (f) ADJ UNCH    2 0
 KZ0939
 KZ0939.Superseded values are not recommended for survey control.
 KZ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0939.See file dsdata.txt to determine how the superseded data were derived.
 KZ0939
 KZ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE395613(NAD 83)
 KZ0939_MARKER: DB = BENCH MARK DISK
 KZ0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0939_STAMPING: G 274 1959
 KZ0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0939+STABILITY: SURFACE MOTION
 KZ0939
 KZ0939  HISTORY     - Date     Condition        Report By
 KZ0939  HISTORY     - 1959     MONUMENTED       CGS
 KZ0939  HISTORY     - 20030728 MARK NOT FOUND   USPSQD
 KZ0939
 KZ0939                          STATION DESCRIPTION
 KZ0939
 KZ0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0939'2.4 MI NE FROM BERKSHIRE.
 KZ0939'ABOUT 1.1 MILES NORTH ALONG COUNTY ROAD 34 FROM THE
 KZ0939'INTERSECTION OF U.S. HIGHWAY 36 AT BERKSHIRE, THENCE ABOUT 1.3
 KZ0939'MILES NORTHEAST ALONG TWP ROAD 56, 0.6 MILE NORTHEAST OF A
 KZ0939'BRIDGE OVER BUTLER RUN, 20 1/2 FEET SOUTHEAST OF THE CENTER
 KZ0939'LINE OF ROAD, 1 FOOT NORTHWEST OF A WIRE FENCE, 5 FEET
 KZ0939'NORTH-NORTHEAST OF A POWER LOINE POLE, 186 YARDS NORTHEAST OF
 KZ0939'THE JUNCTION OF A DRIVE LEADING NORTH TO CONCRETE BLOCK
 KZ0939'FARMHOUSE, 334 FEET NORTHEAST OF THE SOUTHEAST END OF A PIPE
 KZ0939'CULVERT WITH HEAD WALL AND UNDER ROAD 56, ABOUT 1 FOOT BELOW
 KZ0939'THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST
 KZ0939'PROJECTING 1 INCH.
 KZ0939
 KZ0939                          STATION RECOVERY (2003)
 KZ0939
 KZ0939'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1326 ***********************************************************************
 KZ1326  DESIGNATION -  G 275
 KZ1326  PID         -  KZ1326
 KZ1326  STATE/COUNTY-  OH/MORROW
 KZ1326  USGS QUAD   -  MOUNT GILEAD (1987)
 KZ1326
 KZ1326                         *CURRENT SURVEY CONTROL
 KZ1326  ___________________________________________________________________
 KZ1326* NAD 83(1986)-  40 32 55.     (N)    082 49 27.     (W)     SCALED    
 KZ1326* NAVD 88     -       349.411  (meters)    1146.36   (feet)  ADJUSTED  
 KZ1326  ___________________________________________________________________
 KZ1326  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KZ1326  DYNAMIC HT  -         349.232 (meters)    1145.77  (feet)  COMP
 KZ1326  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 KZ1326
 KZ1326  VERT ORDER  -  SECOND    CLASS 0
 KZ1326
 KZ1326.The horizontal coordinates were scaled from a topographic map and have
 KZ1326.an estimated accuracy of +/- 6 seconds.
 KZ1326
 KZ1326.The orthometric height was determined by differential leveling
 KZ1326.and adjusted by the National Geodetic Survey in June 1991..
 KZ1326
 KZ1326.The geoid height was determined by GEOID03.
 KZ1326
 KZ1326.The dynamic height is computed by dividing the NAVD 88
 KZ1326.geopotential number by the normal gravity value computed on the
 KZ1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1326.degrees latitude (g = 980.6199 gals.).
 KZ1326
 KZ1326.The modeled gravity was interpolated from observed gravity values.
 KZ1326
 KZ1326;                    North         East    Units  Estimated Accuracy
 KZ1326;SPC OH N     -    97,990.      572,540.      MT  (+/- 180 meters Scaled)
 KZ1326
 KZ1326                          SUPERSEDED SURVEY CONTROL
 KZ1326
 KZ1326  NGVD 29 (??/??/92)  349.567  (m)         1146.87   (f) ADJ UNCH    2 0
 KZ1326
 KZ1326.Superseded values are not recommended for survey control.
 KZ1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1326.See file dsdata.txt to determine how the superseded data were derived.
 KZ1326
 KZ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE455902(NAD 83)
 KZ1326_MARKER: DB = BENCH MARK DISK
 KZ1326_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ1326_SP_SET: 16 FEET
 KZ1326_STAMPING: G 275 1959
 KZ1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1326
 KZ1326  HISTORY     - Date     Condition        Report By
 KZ1326  HISTORY     - 1959     MONUMENTED       CGS
 KZ1326  HISTORY     - 1967     GOOD             NGS
 KZ1326
 KZ1326                          STATION DESCRIPTION
 KZ1326
 KZ1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1326'AT MT GILEAD.
 KZ1326'AT MT. GILEAD, ABOUT 0.25 MILE EAST ALONG MARION STREET (STATE
 KZ1326'HIGHWAY 95) FROM THE INTERSECTION OF U.S. HIGHWAY 42 AND STATE
 KZ1326'HIGHWAY 61, ALONG MARION STREET, AT THE JUNCTION OF THE EAST
 KZ1326'DRIVE TO THE RIVER - CLIFF CEMETERY, 15 FEET SOUTH OF THE SOUTH
 KZ1326'CURB LINE OF MARION STREET, 10 1/2 FEET EAST OF THE CENTER LINE
 KZ1326'OF THE CEMETERY DRIVE, 3 1/2 FEET NORTHEAST OF THE NORTHEAST
 KZ1326'CORNER OF A 2 1/2 BY 2 1/2-FOOT BRICK POST ON THE EAST SIDE OF
 KZ1326'THE DRIVE, 1/2 FOOT NORTHWEST OF THE ROUNDED PORTION OF THE STEEL
 KZ1326'FENCE AND IS IN A DIRECT LINE WITH THE STEEL FENCE TO THE
 KZ1326'EAST, 2 FEET ABOVE THE LEVEL OF THE STREET, AND IS A DISK ON
 KZ1326'COPPER-COATED STEEL ROD AND PROTECTED BY A 6-INCH TILE
 KZ1326'PROJECTING 2 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
 KZ1326
 KZ1326                          STATION RECOVERY (1967)
 KZ1326
 KZ1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1759 ***********************************************************************
 KY1759  DESIGNATION -  G 276
 KY1759  PID         -  KY1759
 KY1759  STATE/COUNTY-  OH/HOLMES
 KY1759  USGS QUAD   -  BERLIN (1994)
 KY1759
 KY1759                         *CURRENT SURVEY CONTROL
 KY1759  ___________________________________________________________________
 KY1759* NAD 83(1986)-  40 33 47.     (N)    081 47 28.     (W)     SCALED    
 KY1759* NAVD 88     -       378.075  (meters)    1240.40   (feet)  ADJUSTED  
 KY1759  ___________________________________________________________________
 KY1759  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KY1759  DYNAMIC HT  -         377.891 (meters)    1239.80  (feet)  COMP
 KY1759  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 KY1759
 KY1759  VERT ORDER  -  SECOND    CLASS 0
 KY1759
 KY1759.The horizontal coordinates were scaled from a topographic map and have
 KY1759.an estimated accuracy of +/- 6 seconds.
 KY1759
 KY1759.The orthometric height was determined by differential leveling
 KY1759.and adjusted by the National Geodetic Survey in June 1991..
 KY1759
 KY1759.The geoid height was determined by GEOID03.
 KY1759
 KY1759.The dynamic height is computed by dividing the NAVD 88
 KY1759.geopotential number by the normal gravity value computed on the
 KY1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1759.degrees latitude (g = 980.6199 gals.).
 KY1759
 KY1759.The modeled gravity was interpolated from observed gravity values.
 KY1759
 KY1759;                    North         East    Units  Estimated Accuracy
 KY1759;SPC OH N     -    99,790.      660,030.      MT  (+/- 180 meters Scaled)
 KY1759
 KY1759                          SUPERSEDED SURVEY CONTROL
 KY1759
 KY1759  NGVD 29 (??/??/92)  378.279  (m)         1241.07   (f) ADJ UNCH    2 0
 KY1759
 KY1759.Superseded values are not recommended for survey control.
 KY1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1759.See file dsdata.txt to determine how the superseded data were derived.
 KY1759
 KY1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME330905(NAD 83)
 KY1759_MARKER: DB = BENCH MARK DISK
 KY1759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1759_SP_SET: CATCH BASIN
 KY1759_STAMPING: G 276 1959
 KY1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1759
 KY1759  HISTORY     - Date     Condition        Report By
 KY1759  HISTORY     - 1959     MONUMENTED       CGS
 KY1759
 KY1759                          STATION DESCRIPTION
 KY1759
 KY1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1759'AT BERLIN.
 KY1759'AT BERLIN, ABOUT 0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 62 FROM
 KY1759'THE BAPTIST CHURCH, 0.15 MILE NORTHEAST OF THE JUNCTION OF
 KY1759'STATE HIGHWAY 39, 72 FEET NORTH-NORTHWEST OF THE WEST CORNER OF
 KY1759'THE BERLIN MENNONITE CHURCH, 24 FEET SOUTHEAST OF THE CENTER
 KY1759'LINE OF THE HIGHWAY, IN TOP OF THE EAST CORNER OF A 4- BY 4-FOOT
 KY1759'CONCRETE CATCH BASIN, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 KY1759'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2005 ***********************************************************************
 KY2005  DESIGNATION -  G 277
 KY2005  PID         -  KY2005
 KY2005  STATE/COUNTY-  OH/HOLMES
 KY2005  USGS QUAD   -  BERLIN (1994)
 KY2005
 KY2005                         *CURRENT SURVEY CONTROL
 KY2005  ___________________________________________________________________
 KY2005* NAD 83(1986)-  40 36 31.     (N)    081 49 11.     (W)     SCALED    
 KY2005* NAVD 88     -       311.676  (meters)    1022.56   (feet)  ADJUSTED  
 KY2005  ___________________________________________________________________
 KY2005  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KY2005  DYNAMIC HT  -         311.526 (meters)    1022.06  (feet)  COMP
 KY2005  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 KY2005
 KY2005  VERT ORDER  -  SECOND    CLASS 0
 KY2005
 KY2005.The horizontal coordinates were scaled from a topographic map and have
 KY2005.an estimated accuracy of +/- 6 seconds.
 KY2005
 KY2005.The orthometric height was determined by differential leveling
 KY2005.and adjusted by the National Geodetic Survey in June 1991..
 KY2005
 KY2005.The geoid height was determined by GEOID03.
 KY2005
 KY2005.The dynamic height is computed by dividing the NAVD 88
 KY2005.geopotential number by the normal gravity value computed on the
 KY2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2005.degrees latitude (g = 980.6199 gals.).
 KY2005
 KY2005.The modeled gravity was interpolated from observed gravity values.
 KY2005
 KY2005;                    North         East    Units  Estimated Accuracy
 KY2005;SPC OH N     -   104,820.      657,570.      MT  (+/- 180 meters Scaled)
 KY2005
 KY2005                          SUPERSEDED SURVEY CONTROL
 KY2005
 KY2005  NGVD 29 (??/??/92)  311.884  (m)         1023.24   (f) ADJ UNCH    2 0
 KY2005
 KY2005.Superseded values are not recommended for survey control.
 KY2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2005.See file dsdata.txt to determine how the superseded data were derived.
 KY2005
 KY2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME306956(NAD 83)
 KY2005_MARKER: DB = BENCH MARK DISK
 KY2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2005_STAMPING: G 277 1959
 KY2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2005+STABILITY: SURFACE MOTION
 KY2005
 KY2005  HISTORY     - Date     Condition        Report By
 KY2005  HISTORY     - 1959     MONUMENTED       CGS
 KY2005  HISTORY     - 1971     GOOD             OHDT
 KY2005
 KY2005                          STATION DESCRIPTION
 KY2005
 KY2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY2005'0.5 MI S FROM FRYBURG.
 KY2005'ABOUT 0.5 MILE SOUTH ALONG COUNTY ROAD 201 FROM THE
 KY2005'INTERSECTION OF STATE HIGHWAY 241 AT FRYBURG, AT THE JUNCTION OF
 KY2005'ROAD 201 LEADING WEST AND SOUTH, AND TWP ROAD 225 LEADING EAST,
 KY2005'16 1/2 FEET NORTH OF THE CENTER LINE OF ROAD 225, 82 FEET
 KY2005'NORTHEAST OF THE CENTER LINE OF ROAD 201 AT THE JUNCTION OF THE
 KY2005'NORTH LEG OF ROAD 225, 60 FEET WEST OF THE NORTHWEST CORNER OF A
 KY2005'15-FOOT WOODEN BRIDGE UNDER ROAD 225, 4 FEET WEST OF THE EXTENDED
 KY2005'CENTER LINE OF ROAD 201 TO THE SOUTH, 4 FEET WEST OF A FENCE
 KY2005'CORNER, 1 1/2 FEET SOUTH OF THE EAST-WEST FENCE LINE, 2 FEET
 KY2005'EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH ROAD 225, AND SET
 KY2005'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KY2005
 KY2005                          STATION RECOVERY (1971)
 KY2005
 KY2005'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY2005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1960 ***********************************************************************
 KY1960  DESIGNATION -  G 278
 KY1960  PID         -  KY1960
 KY1960  STATE/COUNTY-  OH/WAYNE
 KY1960  USGS QUAD   -  FREDERICKSBURG (1994)
 KY1960
 KY1960                         *CURRENT SURVEY CONTROL
 KY1960  ___________________________________________________________________
 KY1960* NAD 83(1986)-  40 41 39.     (N)    081 45 24.     (W)     SCALED    
 KY1960* NAVD 88     -       362.186  (meters)    1188.27   (feet)  ADJUSTED  
 KY1960  ___________________________________________________________________
 KY1960  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KY1960  DYNAMIC HT  -         362.016 (meters)    1187.71  (feet)  COMP
 KY1960  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 KY1960
 KY1960  VERT ORDER  -  SECOND    CLASS 0
 KY1960
 KY1960.The horizontal coordinates were scaled from a topographic map and have
 KY1960.an estimated accuracy of +/- 6 seconds.
 KY1960
 KY1960.The orthometric height was determined by differential leveling
 KY1960.and adjusted by the National Geodetic Survey in June 1991..
 KY1960
 KY1960.The geoid height was determined by GEOID03.
 KY1960
 KY1960.The dynamic height is computed by dividing the NAVD 88
 KY1960.geopotential number by the normal gravity value computed on the
 KY1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1960.degrees latitude (g = 980.6199 gals.).
 KY1960
 KY1960.The modeled gravity was interpolated from observed gravity values.
 KY1960
 KY1960;                    North         East    Units  Estimated Accuracy
 KY1960;SPC OH N     -   114,370.      662,830.      MT  (+/- 180 meters Scaled)
 KY1960
 KY1960                          SUPERSEDED SURVEY CONTROL
 KY1960
 KY1960  NGVD 29 (??/??/92)  362.398  (m)         1188.97   (f) ADJ UNCH    2 0
 KY1960
 KY1960.Superseded values are not recommended for survey control.
 KY1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1960.See file dsdata.txt to determine how the superseded data were derived.
 KY1960
 KY1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF360050(NAD 83)
 KY1960_MARKER: DB = BENCH MARK DISK
 KY1960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1960_SP_SET: CULVERT
 KY1960_STAMPING: G 278 1959
 KY1960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1960
 KY1960  HISTORY     - Date     Condition        Report By
 KY1960  HISTORY     - 1959     MONUMENTED       CGS
 KY1960
 KY1960                          STATION DESCRIPTION
 KY1960
 KY1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1960'3 MI W FROM MOUNT EATON.
 KY1960'ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE POST
 KY1960'OFFICE AT MOUNT EATON, THENCE ABOUT 2.7 MILES WEST ALONG COUNTY
 KY1960'ROAD NO. 2, 0.6 MILE WEST OF CROSSING OF COUNTY ROAD NO. 52,
 KY1960'ABOUT 125 YARDS NORTHWEST OF INTERSECTION OF ROAD 129, IN THE
 KY1960'TOP OF SOUTHEAST END OF SOUTHWEST HEAD WALL OF A 10-FOOT CONCRETE
 KY1960'BOX CULVERT AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.  NOTE-- MARK
 KY1960'IS REACHED FROM MAYSVILLE BY GOING ABOUT 1.85 MILES EAST ALONG
 KY1960'COUNTY ROAD NO. 2 FROM THE CHURCH OF GOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1942 ***********************************************************************
 KY1942  DESIGNATION -  G 279
 KY1942  PID         -  KY1942
 KY1942  STATE/COUNTY-  OH/STARK
 KY1942  USGS QUAD   -  NAVARRE (1994)
 KY1942
 KY1942                         *CURRENT SURVEY CONTROL
 KY1942  ___________________________________________________________________
 KY1942* NAD 83(1986)-  40 43 41.     (N)    081 36 14.     (W)     SCALED    
 KY1942* NAVD 88     -       312.125  (meters)    1024.03   (feet)  ADJUSTED  
 KY1942  ___________________________________________________________________
 KY1942  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KY1942  DYNAMIC HT  -         311.980 (meters)    1023.55  (feet)  COMP
 KY1942  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 KY1942
 KY1942  VERT ORDER  -  SECOND    CLASS 0
 KY1942
 KY1942.The horizontal coordinates were scaled from a topographic map and have
 KY1942.an estimated accuracy of +/- 6 seconds.
 KY1942
 KY1942.The orthometric height was determined by differential leveling
 KY1942.and adjusted by the National Geodetic Survey in June 1991..
 KY1942
 KY1942.The geoid height was determined by GEOID03.
 KY1942
 KY1942.The dynamic height is computed by dividing the NAVD 88
 KY1942.geopotential number by the normal gravity value computed on the
 KY1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1942.degrees latitude (g = 980.6199 gals.).
 KY1942
 KY1942.The modeled gravity was interpolated from observed gravity values.
 KY1942
 KY1942;                    North         East    Units  Estimated Accuracy
 KY1942;SPC OH N     -   118,250.      675,700.      MT  (+/- 180 meters Scaled)
 KY1942
 KY1942                          SUPERSEDED SURVEY CONTROL
 KY1942
 KY1942  NGVD 29 (??/??/92)  312.337  (m)         1024.73   (f) ADJ UNCH    2 0
 KY1942
 KY1942.Superseded values are not recommended for survey control.
 KY1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1942.See file dsdata.txt to determine how the superseded data were derived.
 KY1942
 KY1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF490087(NAD 83)
 KY1942_MARKER: DB = BENCH MARK DISK
 KY1942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1942_SP_SET: CULVERT
 KY1942_STAMPING: G 279 1959
 KY1942_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1942
 KY1942  HISTORY     - Date     Condition        Report By
 KY1942  HISTORY     - 1959     MONUMENTED       CGS
 KY1942  HISTORY     - 19910721 GOOD             OHDT
 KY1942
 KY1942                          STATION DESCRIPTION
 KY1942
 KY1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1942'0.6 MI E FROM ELTON.
 KY1942'ABOUT 0.6 MILE EAST ALONG A BLACK TOP ROAD FROM BLACK TOP ROAD
 KY1942'CROSSING AT ELTON, ABOUT 0.35 MILE WEST OF INTERSECTION OF
 KY1942'STATE HIGHWAY 93, IN THE TOP OF EAST END OF SOUTH HEAD WALL OF
 KY1942'A 4-FOOT CONCRETE BOX CULVERT, 18 FEET SOUTH OF CENTER LINE OF
 KY1942'HIGHWAY, 1 1/2 FEET WEST OF EAST END OF HEAD WALL AND ABOUT 1
 KY1942'FOOT BELOW LEVEL OF HIGHWAY.
 KY1942
 KY1942                          STATION RECOVERY (1991)
 KY1942
 KY1942'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1942'------ REPORT BY ODOT ----------1991---------- CONDITION - GOOD ----
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1125 ***********************************************************************
 KZ1125  DESIGNATION -  G 28
 KZ1125  PID         -  KZ1125
 KZ1125  STATE/COUNTY-  OH/RICHLAND
 KZ1125  USGS QUAD   -  MANSFIELD SOUTH (1984)
 KZ1125
 KZ1125                         *CURRENT SURVEY CONTROL
 KZ1125  ___________________________________________________________________
 KZ1125* NAD 83(1986)-  40 40 43.     (N)    082 34 49.     (W)     SCALED    
 KZ1125* NAVD 88     -       359.889  (meters)    1180.74   (feet)  ADJUSTED  
 KZ1125  ___________________________________________________________________
 KZ1125  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KZ1125  DYNAMIC HT  -         359.709 (meters)    1180.15  (feet)  COMP
 KZ1125  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 KZ1125
 KZ1125  VERT ORDER  -  SECOND    CLASS 0
 KZ1125
 KZ1125.The horizontal coordinates were scaled from a topographic map and have
 KZ1125.an estimated accuracy of +/- 6 seconds.
 KZ1125
 KZ1125.The orthometric height was determined by differential leveling
 KZ1125.and adjusted by the National Geodetic Survey in June 1991..
 KZ1125.WARNING-Repeat measurements at this control monument indicate possible
 KZ1125.vertical movement.
 KZ1125
 KZ1125.The geoid height was determined by GEOID03.
 KZ1125
 KZ1125.The dynamic height is computed by dividing the NAVD 88
 KZ1125.geopotential number by the normal gravity value computed on the
 KZ1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1125.degrees latitude (g = 980.6199 gals.).
 KZ1125
 KZ1125.The modeled gravity was interpolated from observed gravity values.
 KZ1125
 KZ1125;                    North         East    Units  Estimated Accuracy
 KZ1125;SPC OH N     -   112,380.      593,210.      MT  (+/- 180 meters Scaled)
 KZ1125
 KZ1125                          SUPERSEDED SURVEY CONTROL
 KZ1125
 KZ1125  NGVD 29 (??/??/92)  360.030  (m)         1181.20   (f) ADJ UNCH    2 0
 KZ1125
 KZ1125.Superseded values are not recommended for survey control.
 KZ1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1125.See file dsdata.txt to determine how the superseded data were derived.
 KZ1125
 KZ1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF664042(NAD 83)
 KZ1125_MARKER: DB = BENCH MARK DISK
 KZ1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1125_STAMPING: G 28 1934
 KZ1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1125+STABILITY: SURFACE MOTION
 KZ1125
 KZ1125  HISTORY     - Date     Condition        Report By
 KZ1125  HISTORY     - 1934     MONUMENTED       CGS
 KZ1125  HISTORY     - 1959     GOOD             NGS
 KZ1125
 KZ1125                          STATION DESCRIPTION
 KZ1125
 KZ1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1125'AT LEXINGTON.
 KZ1125'AT LEXINGTON, 35 YARDS SOUTHEAST OF AND ACROSS U.S. HIGHWAY 42
 KZ1125'FROM THE SOUTHEAST CORNER OF THE BALTIMORE AND OHIO RAILROAD
 KZ1125'STATION, 30 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 42,
 KZ1125'26 1/2 FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST RAIL OF THE MAIN
 KZ1125'TRACK, 12.6 FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST RAIL OF A SIDE
 KZ1125'TRACK, 11.4 FEET SOUTH-SOUTHEAST OF A CROSSING WARNING SIGNAL
 KZ1125'(NO. 5581), 32 1/2 FEET NORTHEAST OF A 20-INCH SPRUCE TREE, 14
 KZ1125'FEET EAST OF POWER LINE AND STEEL LIGHT POLE NO. 959 A 2-7, ABOUT
 KZ1125'LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST
 KZ1125'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1800 ***********************************************************************
 KY1800  DESIGNATION -  G 280
 KY1800  PID         -  KY1800
 KY1800  STATE/COUNTY-  OH/WAYNE
 KY1800  USGS QUAD   -  CRESTON (1994)
 KY1800
 KY1800                         *CURRENT SURVEY CONTROL
 KY1800  ___________________________________________________________________
 KY1800* NAD 83(1986)-  40 54 08.     (N)    081 54 52.     (W)     SCALED    
 KY1800* NAVD 88     -       350.735  (meters)    1150.70   (feet)  ADJUSTED  
 KY1800  ___________________________________________________________________
 KY1800  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KY1800  DYNAMIC HT  -         350.578 (meters)    1150.19  (feet)  COMP
 KY1800  MODELED GRAV-     980,165.7   (mgal)                       NAVD 88
 KY1800
 KY1800  VERT ORDER  -  SECOND    CLASS 0
 KY1800
 KY1800.The horizontal coordinates were scaled from a topographic map and have
 KY1800.an estimated accuracy of +/- 6 seconds.
 KY1800
 KY1800.The orthometric height was determined by differential leveling
 KY1800.and adjusted by the National Geodetic Survey in June 1991..
 KY1800
 KY1800.The geoid height was determined by GEOID03.
 KY1800
 KY1800.The dynamic height is computed by dividing the NAVD 88
 KY1800.geopotential number by the normal gravity value computed on the
 KY1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1800.degrees latitude (g = 980.6199 gals.).
 KY1800
 KY1800.The modeled gravity was interpolated from observed gravity values.
 KY1800
 KY1800;                    North         East    Units  Estimated Accuracy
 KY1800;SPC OH N     -   137,370.      649,340.      MT  (+/- 180 meters Scaled)
 KY1800
 KY1800                          SUPERSEDED SURVEY CONTROL
 KY1800
 KY1800  NGVD 29 (??/??/92)  350.950  (m)         1151.41   (f) ADJ UNCH    2 0
 KY1800
 KY1800.Superseded values are not recommended for survey control.
 KY1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1800.See file dsdata.txt to determine how the superseded data were derived.
 KY1800
 KY1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF229283(NAD 83)
 KY1800_MARKER: DB = BENCH MARK DISK
 KY1800_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY1800_SP_SET: 26.5 FEET
 KY1800_STAMPING: G 280 1959
 KY1800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1800
 KY1800  HISTORY     - Date     Condition        Report By
 KY1800  HISTORY     - 1959     MONUMENTED       CGS
 KY1800  HISTORY     - 1971     GOOD             OHDT
 KY1800
 KY1800                          STATION DESCRIPTION
 KY1800
 KY1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1800'3.2 MI NE FROM MADISONBURG.
 KY1800'ABOUT 3.15 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE
 KY1800'INTERSECTION OF ROAD 86 AT MADISONBURG, ABOUT 85 YARDS NORTH OF
 KY1800'THE JUNCTION OF COUNTY ROAD 27 LEADING EAST, AT THE NORTHEAST
 KY1800'CORNER OF THE LAWN OF A SOHIO GAS STATION (A CONCRETE BLOCK BUILDING),
 KY1800'27 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 89 1/2 FEET
 KY1800'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 32 FEET
 KY1800'NORTHWEST OF THE FIRST TELEPHONE POLE NORTH OF DRIVE TO STATION,
 KY1800'11 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF THE NORTH-SOUTH
 KY1800'FENCE LINE, 1 1/2 FEET SOUTH OF A STEEL WITNESS POST, ABOUT
 KY1800'LEVEL WITH THE HIGHWAY, AND IS A DISK ON COPPER-COATED STEEL ROD
 KY1800'PROJECTING 1 INCH AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 2
 KY1800'INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 26.5 FEET.
 KY1800
 KY1800                          STATION RECOVERY (1971)
 KY1800
 KY1800'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1828 ***********************************************************************
 KY1828  DESIGNATION -  G 281
 KY1828  PID         -  KY1828
 KY1828  STATE/COUNTY-  OH/WAYNE
 KY1828  USGS QUAD   -  RITTMAN (1994)
 KY1828
 KY1828                         *CURRENT SURVEY CONTROL
 KY1828  ___________________________________________________________________
 KY1828* NAD 83(1986)-  40 56 24.     (N)    081 46 58.     (W)     SCALED    
 KY1828* NAVD 88     -       295.207  (meters)     968.52   (feet)  ADJUSTED  
 KY1828  ___________________________________________________________________
 KY1828  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KY1828  DYNAMIC HT  -         295.078 (meters)     968.10  (feet)  COMP
 KY1828  MODELED GRAV-     980,177.7   (mgal)                       NAVD 88
 KY1828
 KY1828  VERT ORDER  -  SECOND    CLASS 0
 KY1828
 KY1828.The horizontal coordinates were scaled from a topographic map and have
 KY1828.an estimated accuracy of +/- 6 seconds.
 KY1828
 KY1828.The orthometric height was determined by differential leveling
 KY1828.and adjusted by the National Geodetic Survey in June 1991..
 KY1828
 KY1828.The geoid height was determined by GEOID03.
 KY1828
 KY1828.The dynamic height is computed by dividing the NAVD 88
 KY1828.geopotential number by the normal gravity value computed on the
 KY1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1828.degrees latitude (g = 980.6199 gals.).
 KY1828
 KY1828.The modeled gravity was interpolated from observed gravity values.
 KY1828
 KY1828;                    North         East    Units  Estimated Accuracy
 KY1828;SPC OH N     -   141,650.      660,390.      MT  (+/- 180 meters Scaled)
 KY1828
 KY1828                          SUPERSEDED SURVEY CONTROL
 KY1828
 KY1828  NGVD 29 (??/??/92)  295.462  (m)          969.36   (f) ADJ UNCH    2 0
 KY1828
 KY1828.Superseded values are not recommended for survey control.
 KY1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1828.See file dsdata.txt to determine how the superseded data were derived.
 KY1828
 KY1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF341323(NAD 83)
 KY1828_MARKER: DB = BENCH MARK DISK
 KY1828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1828_SP_SET: CULVERT
 KY1828_STAMPING: G 281 1959
 KY1828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1828
 KY1828  HISTORY     - Date     Condition        Report By
 KY1828  HISTORY     - 1959     MONUMENTED       CGS
 KY1828  HISTORY     - 19870331 GOOD             OHDT
 KY1828
 KY1828                          STATION DESCRIPTION
 KY1828
 KY1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1828'2 MI S FROM RITTMAN.
 KY1828'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 94 FROM THE BALTIMORE
 KY1828'AND OHIO RAILROAD STATION AT RITTMAN, 0.45 MILE SOUTH OF THE
 KY1828'INTERSECTION OF STATE HIGHWAY 604, 19 FEET EAST OF THE CENTER
 KY1828'LINE OF THE HIGHWAY, IN TOP OF THE NORTH END OF THE EAST
 KY1828'HEAD WALL OF A 5-FOOT CONCRETE CULVERT, AND ABOUT 1/2 FOOT ABOVE
 KY1828'THE LEVEL OF THE HIGHWAY.
 KY1828
 KY1828                          STATION RECOVERY (1987)
 KY1828
 KY1828'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0892 ***********************************************************************
 KZ0892  DESIGNATION -  G 282
 KZ0892  PID         -  KZ0892
 KZ0892  STATE/COUNTY-  OH/MORROW
 KZ0892  USGS QUAD   -  MARENGO (1961)
 KZ0892
 KZ0892                         *CURRENT SURVEY CONTROL
 KZ0892  ___________________________________________________________________
 KZ0892* NAD 83(1986)-  40 29 22.     (N)    082 45 05.     (W)     SCALED    
 KZ0892* NAVD 88     -       358.790  (meters)    1177.13   (feet)  ADJUSTED  
 KZ0892  ___________________________________________________________________
 KZ0892  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KZ0892  DYNAMIC HT  -         358.604 (meters)    1176.52  (feet)  COMP
 KZ0892  MODELED GRAV-     980,097.2   (mgal)                       NAVD 88
 KZ0892
 KZ0892  VERT ORDER  -  SECOND    CLASS 0
 KZ0892
 KZ0892.The horizontal coordinates were scaled from a topographic map and have
 KZ0892.an estimated accuracy of +/- 6 seconds.
 KZ0892
 KZ0892.The orthometric height was determined by differential leveling
 KZ0892.and adjusted by the National Geodetic Survey in June 1991..
 KZ0892
 KZ0892.The geoid height was determined by GEOID03.
 KZ0892
 KZ0892.The dynamic height is computed by dividing the NAVD 88
 KZ0892.geopotential number by the normal gravity value computed on the
 KZ0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0892.degrees latitude (g = 980.6199 gals.).
 KZ0892
 KZ0892.The modeled gravity was interpolated from observed gravity values.
 KZ0892
 KZ0892;                    North         East    Units  Estimated Accuracy
 KZ0892;SPC OH N     -    91,400.      578,690.      MT  (+/- 180 meters Scaled)
 KZ0892
 KZ0892                          SUPERSEDED SURVEY CONTROL
 KZ0892
 KZ0892  NGVD 29 (??/??/92)  358.942  (m)         1177.63   (f) ADJ UNCH    2 0
 KZ0892
 KZ0892.Superseded values are not recommended for survey control.
 KZ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0892.See file dsdata.txt to determine how the superseded data were derived.
 KZ0892
 KZ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE515835(NAD 83)
 KZ0892_MARKER: DB = BENCH MARK DISK
 KZ0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0892_STAMPING: G 282 1959
 KZ0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0892+STABILITY: SURFACE MOTION
 KZ0892
 KZ0892  HISTORY     - Date     Condition        Report By
 KZ0892  HISTORY     - 1959     MONUMENTED       CGS
 KZ0892  HISTORY     - 20030728 MARK NOT FOUND   USPSQD
 KZ0892
 KZ0892                          STATION DESCRIPTION
 KZ0892
 KZ0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0892'5.2 MI NE FROM FULTON.
 KZ0892'ABOUT 3.2 MILES EAST ALONG ROAD 25 FROM THE CROSSING OF THE
 KZ0892'NEW YORK CENTRAL RAILROAD AT FULTON, THENCE ABOUT 1.95 MILES
 KZ0892'NORTHEAST ALONG ROAD 20, AT THE T JUNCTION OF ROAD 171 LEADING
 KZ0892'EAST, 0.55 MILE SOUTH-SOUTHWEST OF THE HARMONY CHURCH AND
 KZ0892'CEMETERY AND THE JUNCTION OF ROAD 123 LEADING WEST, 21 1/2 FEET
 KZ0892'EAST-SOUTHEAST OF THE CENTER LINE OF ROAD 20, 64 FEET SOUTH OF
 KZ0892'THE CENTER LINE OF ROAD 171, 1 FOOT WEST OF A WIRE FENCE, 43 1/2
 KZ0892'FEET SOUTH OF A FENCE CORNER, 4 FEET NORTH OF REFERENCE POLE
 KZ0892'4804, ABOUT LEVEL WITH ROAD 20, AND SET IN TOP OF A CONCRETE POST
 KZ0892'PROJECTING 3 INCHES.
 KZ0892
 KZ0892                          STATION RECOVERY (2003)
 KZ0892
 KZ0892'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1320 ***********************************************************************
 KZ1320  DESIGNATION -  G 283
 KZ1320  PID         -  KZ1320
 KZ1320  STATE/COUNTY-  OH/MORROW
 KZ1320  USGS QUAD   -  SHAUCK (1961)
 KZ1320
 KZ1320                         *CURRENT SURVEY CONTROL
 KZ1320  ___________________________________________________________________
 KZ1320* NAD 83(1986)-  40 34 15.     (N)    082 42 36.     (W)     SCALED    
 KZ1320* NAVD 88     -       412.096  (meters)    1352.02   (feet)  ADJUSTED  
 KZ1320  ___________________________________________________________________
 KZ1320  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KZ1320  DYNAMIC HT  -         411.884 (meters)    1351.32  (feet)  COMP
 KZ1320  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 KZ1320
 KZ1320  VERT ORDER  -  SECOND    CLASS 0
 KZ1320
 KZ1320.The horizontal coordinates were scaled from a topographic map and have
 KZ1320.an estimated accuracy of +/- 6 seconds.
 KZ1320
 KZ1320.The orthometric height was determined by differential leveling
 KZ1320.and adjusted by the National Geodetic Survey in June 1991..
 KZ1320
 KZ1320.The geoid height was determined by GEOID03.
 KZ1320
 KZ1320.The dynamic height is computed by dividing the NAVD 88
 KZ1320.geopotential number by the normal gravity value computed on the
 KZ1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1320.degrees latitude (g = 980.6199 gals.).
 KZ1320
 KZ1320.The modeled gravity was interpolated from observed gravity values.
 KZ1320
 KZ1320;                    North         East    Units  Estimated Accuracy
 KZ1320;SPC OH N     -   100,430.      582,220.      MT  (+/- 180 meters Scaled)
 KZ1320
 KZ1320                          SUPERSEDED SURVEY CONTROL
 KZ1320
 KZ1320  NGVD 29 (??/??/92)  412.249  (m)         1352.52   (f) ADJ UNCH    2 0
 KZ1320
 KZ1320.Superseded values are not recommended for survey control.
 KZ1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1320.See file dsdata.txt to determine how the superseded data were derived.
 KZ1320
 KZ1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE552925(NAD 83)
 KZ1320_MARKER: DB = BENCH MARK DISK
 KZ1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1320_STAMPING: G 283 1959
 KZ1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1320+STABILITY: SURFACE MOTION
 KZ1320
 KZ1320  HISTORY     - Date     Condition        Report By
 KZ1320  HISTORY     - 1959     MONUMENTED       CGS
 KZ1320  HISTORY     - 1960     GOOD             NGS
 KZ1320
 KZ1320                          STATION DESCRIPTION
 KZ1320
 KZ1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1320'1.2 MI SE FROM WILLIAMSPORT.
 KZ1320'ABOUT 1.15 MILES SOUTHEAST ALONG COUNTY ROAD 22 FROM THE
 KZ1320'JUNCTION OF U.S. HIGHWAY 42 AT WILLIAMSPORT, AT THE INTERSECTION
 KZ1320'OF ROAD 94 (BAKER ROAD) LEADING NORTH AND MORROW COUNTY ROAD
 KZ1320'98 LEADING SOUTH, 23 FEET NORTHEAST OF THE CENTER LINE OF ROAD
 KZ1320'22, 50 FEET WEST OF THE CENTER LINE OF ROAD 94 LEADING NORTH,
 KZ1320'1 FOOT SOUTHWEST OF A WIRE FENCE, 16 1/2 FEET NORTHWEST OF A
 KZ1320'FENCE CORNER, 40 1/2 FEET SOUTHEAST OF THE NORTHEAST OF A 15-INCH
 KZ1320'PIPE CULVERT UNDER ROAD 22, 2.3 FEET NORTHWEST OF A STEEL
 KZ1320'WITNESS POST, ABOUT LEVEL WITH THE ROAD 22, AND SET IN TOP OF
 KZ1320'A CONCRETE POST PROJECTING 3 INCHES.
 KZ1320
 KZ1320                          STATION RECOVERY (1960)
 KZ1320
 KZ1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KZ1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0909 ***********************************************************************
 KZ0909  DESIGNATION -  G 284
 KZ0909  PID         -  KZ0909
 KZ0909  STATE/COUNTY-  OH/MORROW
 KZ0909  USGS QUAD   -  CHESTERVILLE (1961)
 KZ0909
 KZ0909                         *CURRENT SURVEY CONTROL
 KZ0909  ___________________________________________________________________
 KZ0909* NAD 83(1986)-  40 24 02.     (N)    082 44 25.     (W)     SCALED    
 KZ0909* NAVD 88     -       386.279  (meters)    1267.32   (feet)  ADJUSTED  
 KZ0909  ___________________________________________________________________
 KZ0909  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ0909  DYNAMIC HT  -         386.076 (meters)    1266.65  (feet)  COMP
 KZ0909  MODELED GRAV-     980,086.7   (mgal)                       NAVD 88
 KZ0909
 KZ0909  VERT ORDER  -  SECOND    CLASS 0
 KZ0909
 KZ0909.The horizontal coordinates were scaled from a topographic map and have
 KZ0909.an estimated accuracy of +/- 6 seconds.
 KZ0909
 KZ0909.The orthometric height was determined by differential leveling
 KZ0909.and adjusted by the National Geodetic Survey in June 1991..
 KZ0909
 KZ0909.The geoid height was determined by GEOID03.
 KZ0909
 KZ0909.The dynamic height is computed by dividing the NAVD 88
 KZ0909.geopotential number by the normal gravity value computed on the
 KZ0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0909.degrees latitude (g = 980.6199 gals.).
 KZ0909
 KZ0909.The modeled gravity was interpolated from observed gravity values.
 KZ0909
 KZ0909;                    North         East    Units  Estimated Accuracy
 KZ0909;SPC OH N     -    81,520.      579,600.      MT  (+/- 180 meters Scaled)
 KZ0909
 KZ0909                          SUPERSEDED SURVEY CONTROL
 KZ0909
 KZ0909  NGVD 29 (??/??/92)  386.426  (m)         1267.80   (f) ADJ UNCH    2 0
 KZ0909
 KZ0909.Superseded values are not recommended for survey control.
 KZ0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0909.See file dsdata.txt to determine how the superseded data were derived.
 KZ0909
 KZ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE523736(NAD 83)
 KZ0909_MARKER: DB = BENCH MARK DISK
 KZ0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0909_STAMPING: G 284 1959
 KZ0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0909+STABILITY: SURFACE MOTION
 KZ0909
 KZ0909  HISTORY     - Date     Condition        Report By
 KZ0909  HISTORY     - 1959     MONUMENTED       CGS
 KZ0909  HISTORY     - 1967     GOOD             NGS
 KZ0909  HISTORY     - 1990     GOOD             USPSQD
 KZ0909  HISTORY     - 20030728 MARK NOT FOUND   USPSQD
 KZ0909
 KZ0909                          STATION DESCRIPTION
 KZ0909
 KZ0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ0909'2.3 MI W FROM SPARTA.
 KZ0909'ABOUT 0.3 MILE NORTHWEST ALONG STATE ROUTE 314 FROM THE INTERSECTION
 KZ0909'OF STATE ROUTE 656 AT SPARTA, THENCE ABOUT 2.0 MILES WEST ALONG
 KZ0909'STATE ROUTE 229, AT THE INTERSECTION OF COUNTY ROAD 206 LEADING
 KZ0909'NORTH AND COUNTY ROAD 191 LEADING SOUTH, 180 FEET NORTH OF THE
 KZ0909'APPROXIMATE CENTER OF STATE ROUTE 229, 21 FEET EAST OF THE
 KZ0909'APPROXIMATE CENTER OF COUNTY ROAD 206, 2.0 FEET SOUTH OF A
 KZ0909'METAL WITNESS POST AND SIGN, 1.5 FEET WEST OF A WIRE FENCE, AND
 KZ0909'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD
 KZ0909'DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE MONUMENT
 KZ0909'THAT PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED G 284
 KZ0909'1959.
 KZ0909
 KZ0909                          STATION RECOVERY (1990)
 KZ0909
 KZ0909'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ0909'RECOVERED IN GOOD CONDITION.
 KZ0909
 KZ0909                          STATION RECOVERY (2003)
 KZ0909
 KZ0909'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0912 ***********************************************************************
 KZ0912  DESIGNATION -  G 285
 KZ0912  PID         -  KZ0912
 KZ0912  STATE/COUNTY-  OH/MORROW
 KZ0912  USGS QUAD   -  CHESTERVILLE (1961)
 KZ0912
 KZ0912                         *CURRENT SURVEY CONTROL
 KZ0912  ___________________________________________________________________
 KZ0912* NAD 83(1986)-  40 23 53.     (N)    082 41 44.     (W)     SCALED    
 KZ0912* NAVD 88     -       409.548  (meters)    1343.66   (feet)  ADJUSTED  
 KZ0912  ___________________________________________________________________
 KZ0912  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KZ0912  DYNAMIC HT  -         409.332 (meters)    1342.95  (feet)  COMP
 KZ0912  MODELED GRAV-     980,084.9   (mgal)                       NAVD 88
 KZ0912
 KZ0912  VERT ORDER  -  SECOND    CLASS 0
 KZ0912
 KZ0912.The horizontal coordinates were scaled from a topographic map and have
 KZ0912.an estimated accuracy of +/- 6 seconds.
 KZ0912
 KZ0912.The orthometric height was determined by differential leveling
 KZ0912.and adjusted by the National Geodetic Survey in June 1991..
 KZ0912
 KZ0912.The geoid height was determined by GEOID03.
 KZ0912
 KZ0912.The dynamic height is computed by dividing the NAVD 88
 KZ0912.geopotential number by the normal gravity value computed on the
 KZ0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0912.degrees latitude (g = 980.6199 gals.).
 KZ0912
 KZ0912.The modeled gravity was interpolated from observed gravity values.
 KZ0912
 KZ0912;                    North         East    Units  Estimated Accuracy
 KZ0912;SPC OH N     -    81,240.      583,400.      MT  (+/- 180 meters Scaled)
 KZ0912
 KZ0912                          SUPERSEDED SURVEY CONTROL
 KZ0912
 KZ0912  NGVD 29 (??/??/92)  409.693  (m)         1344.13   (f) ADJ UNCH    2 0
 KZ0912
 KZ0912.Superseded values are not recommended for survey control.
 KZ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0912.See file dsdata.txt to determine how the superseded data were derived.
 KZ0912
 KZ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE561733(NAD 83)
 KZ0912_MARKER: DB = BENCH MARK DISK
 KZ0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0912_STAMPING: G 285 1959
 KZ0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0912+STABILITY: SURFACE MOTION
 KZ0912
 KZ0912  HISTORY     - Date     Condition        Report By
 KZ0912  HISTORY     - 1959     MONUMENTED       CGS
 KZ0912  HISTORY     - 1967     GOOD             NGS
 KZ0912
 KZ0912                          STATION DESCRIPTION
 KZ0912
 KZ0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0912'0.3 MI NE FROM SPARTA.
 KZ0912'ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 656 FROM THE
 KZ0912'INTERSECTION OF STATE HIGHWAY 314 AT SPARTA, AT THE JUNCTION OF
 KZ0912'STATE HIGHWAY 229 LEADING EAST AND WEST AND HIGHWAY 656 LEADING
 KZ0912'SOUTHWEST AND ROAD 19 LEADING NORTHEAST, 34 YARDS SOUTHWEST OF
 KZ0912'THE CENTER OF THE JUNCTION, 62 1/2 FEET SOUTH OF THE CENTER
 KZ0912'LINE OF HIGHWAY 229, 20 FEET NORTHWEST OF THE CENTER LINE OF
 KZ0912'HIGHWAY 656, 55 FEET NORTHWEST OF AND ACROSS HIGHWAY 656 FROM A
 KZ0912'WELL WITH IRON PUMP, 52 FEET WEST OF AND ACROSS HIGHWAY 656
 KZ0912'FROM POWER LINE POLE 116-B4-10, 2 FEET SOUTHWEST OF A STEEL
 KZ0912'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN TOP OF A
 KZ0912'CONCRETE POST PROJECTING 3 INCHES.
 KZ0912
 KZ0912                          STATION RECOVERY (1967)
 KZ0912
 KZ0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1739 ***********************************************************************
 KZ1739  DESIGNATION -  G 286 RESET
 KZ1739  PID         -  KZ1739
 KZ1739  STATE/COUNTY-  OH/MORROW
 KZ1739  USGS QUAD   -  SHAUCK (1961)
 KZ1739
 KZ1739                         *CURRENT SURVEY CONTROL
 KZ1739  ___________________________________________________________________
 KZ1739* NAD 83(1986)-  40 30 55.     (N)    082 40 11.     (W)     SCALED    
 KZ1739* NAVD 88     -       374.73   (+/-2cm)    1229.4    (feet)  VERTCON   
 KZ1739  ___________________________________________________________________
 KZ1739  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ1739
 KZ1739  VERT ORDER  -  THIRD (See Below)
 KZ1739
 KZ1739.The horizontal coordinates were scaled from a topographic map and have
 KZ1739.an estimated accuracy of +/- 6 seconds.
 KZ1739
 KZ1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1739.The vertical order pertains to the NGVD 29 superseded value.
 KZ1739
 KZ1739.The geoid height was determined by GEOID03.
 KZ1739
 KZ1739;                    North         East    Units  Estimated Accuracy
 KZ1739;SPC OH N     -    94,250.      585,620.      MT  (+/- 180 meters Scaled)
 KZ1739
 KZ1739                          SUPERSEDED SURVEY CONTROL
 KZ1739
 KZ1739  NGVD 29 (10/13/05)  374.89   (m)         1230.0    (f) RESET       3  
 KZ1739
 KZ1739.Superseded values are not recommended for survey control.
 KZ1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1739.See file dsdata.txt to determine how the superseded data were derived.
 KZ1739
 KZ1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE585862(NAD 83)
 KZ1739_MARKER: DB = BENCH MARK DISK
 KZ1739_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KZ1739_SP_SET: ABUTMENT
 KZ1739_STAMPING: G 286 RESET 1972
 KZ1739_MARK LOGO: NGS   
 KZ1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1739+STABILITY: SURFACE MOTION
 KZ1739
 KZ1739  HISTORY     - Date     Condition        Report By
 KZ1739  HISTORY     - 1972     MONUMENTED       OHDT
 KZ1739  HISTORY     - 20040602 GOOD             OHDT
 KZ1739
 KZ1739                          STATION DESCRIPTION
 KZ1739
 KZ1739'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1972
 KZ1739'2.4 MI NORTH FROM CHESTERVILLE.
 KZ1739'2.4 MILES NORTH ALONG STATE HIGHWAY 314 FROM THE INTERSECTION OF
 KZ1739'STATE HIGHWAY 95 IN CHESTERVILLE, 0.9 MILE NORTH OF THE INTERSECTION
 KZ1739'OF ROAD 121, 0.4 MILE SOUTH OF THE INTERSECTION OF ROAD 14, 0.2
 KZ1739'MILE NORTH OF THE INTERSECTION OF ROAD 120 LEADING EAST AND A
 KZ1739'NARROW GRADE ROAD LEADING WEST, 22.0 FEET WEST OF THE CENTERLINE
 KZ1739'OF THE HIGHWAY, IN TOP OF THE WEST END OF THE NORTH ABUTMENT OF A
 KZ1739'NEW CONCRETE BRIDGE MRW 314.1244 OVER OWL CREEK, AND 1.0 FOOT WEST
 KZ1739'OF THE GUARD RAIL.
 KZ1739'THE MARK IS 0.3 FT BELOW HIGHWAY.
 KZ1739
 KZ1739                          STATION RECOVERY (2004)
 KZ1739
 KZ1739'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004
 KZ1739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1879 ***********************************************************************
 KY1879  DESIGNATION -  G 287
 KY1879  PID         -  KY1879
 KY1879  STATE/COUNTY-  OH/WAYNE
 KY1879  USGS QUAD   -  ORRVILLE (1994)
 KY1879
 KY1879                         *CURRENT SURVEY CONTROL
 KY1879  ___________________________________________________________________
 KY1879* NAD 83(1986)-  40 45 24.     (N)    081 51 48.     (W)     SCALED    
 KY1879* NAVD 88     -       302.977  (meters)     994.02   (feet)  ADJUSTED  
 KY1879  ___________________________________________________________________
 KY1879  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KY1879  DYNAMIC HT  -         302.838 (meters)     993.56  (feet)  COMP
 KY1879  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 KY1879
 KY1879  VERT ORDER  -  SECOND    CLASS 0
 KY1879
 KY1879.The horizontal coordinates were scaled from a topographic map and have
 KY1879.an estimated accuracy of +/- 6 seconds.
 KY1879
 KY1879.The orthometric height was determined by differential leveling
 KY1879.and adjusted by the National Geodetic Survey in June 1991..
 KY1879
 KY1879.The geoid height was determined by GEOID03.
 KY1879
 KY1879.The dynamic height is computed by dividing the NAVD 88
 KY1879.geopotential number by the normal gravity value computed on the
 KY1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1879.degrees latitude (g = 980.6199 gals.).
 KY1879
 KY1879.The modeled gravity was interpolated from observed gravity values.
 KY1879
 KY1879;                    North         East    Units  Estimated Accuracy
 KY1879;SPC OH N     -   121,240.      653,760.      MT  (+/- 180 meters Scaled)
 KY1879
 KY1879                          SUPERSEDED SURVEY CONTROL
 KY1879
 KY1879  NGVD 29 (??/??/92)  303.194  (m)          994.73   (f) ADJ UNCH    2 0
 KY1879
 KY1879.Superseded values are not recommended for survey control.
 KY1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1879.See file dsdata.txt to determine how the superseded data were derived.
 KY1879
 KY1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF271121(NAD 83)
 KY1879_MARKER: DB = BENCH MARK DISK
 KY1879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1879_SP_SET: ABUTMENT
 KY1879_STAMPING: G 287 1959
 KY1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1879
 KY1879  HISTORY     - Date     Condition        Report By
 KY1879  HISTORY     - 1959     MONUMENTED       CGS
 KY1879  HISTORY     - 1969     GOOD             OHDT
 KY1879  HISTORY     - 1987     GOOD             OHDT
 KY1879
 KY1879                          STATION DESCRIPTION
 KY1879
 KY1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1879'1.8 MI NW FROM APPLE CREEK.
 KY1879'ABOUT 1.75 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE TOWN
 KY1879'HALL AT APPLE CREEK, 0.9 MILE WEST OF A CONCRETE BRIDGE OVER
 KY1879'APPLE CREEK, 23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KY1879'IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF A 55-FOOT BRIDGE
 KY1879'OVER A CREEK BRANCH, 3 FEET NORTH OF THE GUARD-RAIL, AND ABOUT
 KY1879'LEVEL WITH THE BRIDGE FLOOR.
 KY1879
 KY1879                          STATION RECOVERY (1969)
 KY1879
 KY1879'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1969
 KY1879'RECOVERED IN GOOD CONDITION.
 KY1879
 KY1879                          STATION RECOVERY (1987)
 KY1879
 KY1879'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1844 ***********************************************************************
 KY1844  DESIGNATION -  G 288
 KY1844  PID         -  KY1844
 KY1844  STATE/COUNTY-  OH/WAYNE
 KY1844  USGS QUAD   -  ORRVILLE (1994)
 KY1844
 KY1844                         *CURRENT SURVEY CONTROL
 KY1844  ___________________________________________________________________
 KY1844* NAD 83(1986)-  40 50 29.     (N)    081 45 57.     (W)     SCALED    
 KY1844* NAVD 88     -       324.041  (meters)    1063.12   (feet)  ADJUSTED  
 KY1844  ___________________________________________________________________
 KY1844  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KY1844  DYNAMIC HT  -         323.896 (meters)    1062.65  (feet)  COMP
 KY1844  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 KY1844
 KY1844  VERT ORDER  -  SECOND    CLASS 0
 KY1844
 KY1844.The horizontal coordinates were scaled from a topographic map and have
 KY1844.an estimated accuracy of +/- 6 seconds.
 KY1844
 KY1844.The orthometric height was determined by differential leveling
 KY1844.and adjusted by the National Geodetic Survey in June 1991..
 KY1844
 KY1844.The geoid height was determined by GEOID03.
 KY1844
 KY1844.The dynamic height is computed by dividing the NAVD 88
 KY1844.geopotential number by the normal gravity value computed on the
 KY1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1844.degrees latitude (g = 980.6199 gals.).
 KY1844
 KY1844.The modeled gravity was interpolated from observed gravity values.
 KY1844
 KY1844;                    North         East    Units  Estimated Accuracy
 KY1844;SPC OH N     -   130,710.      661,910.      MT  (+/- 180 meters Scaled)
 KY1844
 KY1844                          SUPERSEDED SURVEY CONTROL
 KY1844
 KY1844  NGVD 29 (??/??/92)  324.266  (m)         1063.86   (f) ADJ UNCH    2 0
 KY1844
 KY1844.Superseded values are not recommended for survey control.
 KY1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1844.See file dsdata.txt to determine how the superseded data were derived.
 KY1844
 KY1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF354214(NAD 83)
 KY1844_MARKER: DB = BENCH MARK DISK
 KY1844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1844_SP_SET: BUILDING
 KY1844_STAMPING: G 288 1959
 KY1844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1844
 KY1844  HISTORY     - Date     Condition        Report By
 KY1844  HISTORY     - 1959     MONUMENTED       CGS
 KY1844  HISTORY     - 1971     GOOD             OHDT
 KY1844  HISTORY     - 19870331 GOOD             OHDT
 KY1844
 KY1844                          STATION DESCRIPTION
 KY1844
 KY1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1844'AT ORRVILLE.
 KY1844'AT ORRVILLE, ONE BLOCK SOUTH ALONG MAIN STREET FROM THE PUBLIC
 KY1844'LIBRARY, AT THE INTERSECTION OF WATER AND VINE STREETS, 23
 KY1844'FEET SOUTH OF THE CENTER LINE OF WATER STREET, SET VERTICALLY
 KY1844'IN THE NORTH FACE OF BRICK POST OFFICE BUILDING, 2.1 FEET EAST OF THE
 KY1844'NORTHWEST CORNER OF MAIN PART OF BUILDING, 2.3 FEET ABOVE THE
 KY1844'GROUND, 82 FEET WEST OF THE WEST CURB OF VINE STREET, AND
 KY1844'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 KY1844
 KY1844                          STATION RECOVERY (1971)
 KY1844
 KY1844'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1844'RECOVERED IN GOOD CONDITION.
 KY1844
 KY1844                          STATION RECOVERY (1987)
 KY1844
 KY1844'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1806 ***********************************************************************
 KY1806  DESIGNATION -  G 289
 KY1806  PID         -  KY1806
 KY1806  STATE/COUNTY-  OH/WAYNE
 KY1806  USGS QUAD   -  WOOSTER (1994)
 KY1806
 KY1806                         *CURRENT SURVEY CONTROL
 KY1806  ___________________________________________________________________
 KY1806* NAD 83(1986)-  40 52 26.     (N)    081 55 15.     (W)     SCALED    
 KY1806* NAVD 88     -       340.487  (meters)    1117.08   (feet)  ADJUSTED  
 KY1806  ___________________________________________________________________
 KY1806  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KY1806  DYNAMIC HT  -         340.333 (meters)    1116.58  (feet)  COMP
 KY1806  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 KY1806
 KY1806  VERT ORDER  -  SECOND    CLASS 0
 KY1806
 KY1806.The horizontal coordinates were scaled from a topographic map and have
 KY1806.an estimated accuracy of +/- 6 seconds.
 KY1806
 KY1806.The orthometric height was determined by differential leveling
 KY1806.and adjusted by the National Geodetic Survey in June 1991..
 KY1806
 KY1806.The geoid height was determined by GEOID03.
 KY1806
 KY1806.The dynamic height is computed by dividing the NAVD 88
 KY1806.geopotential number by the normal gravity value computed on the
 KY1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1806.degrees latitude (g = 980.6199 gals.).
 KY1806
 KY1806.The modeled gravity was interpolated from observed gravity values.
 KY1806
 KY1806;                    North         East    Units  Estimated Accuracy
 KY1806;SPC OH N     -   134,220.      648,820.      MT  (+/- 180 meters Scaled)
 KY1806
 KY1806                          SUPERSEDED SURVEY CONTROL
 KY1806
 KY1806  NGVD 29 (??/??/92)  340.702  (m)         1117.79   (f) ADJ UNCH    2 0
 KY1806
 KY1806.Superseded values are not recommended for survey control.
 KY1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1806.See file dsdata.txt to determine how the superseded data were derived.
 KY1806
 KY1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF224251(NAD 83)
 KY1806_MARKER: DB = BENCH MARK DISK
 KY1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1806_STAMPING: G 289 1959
 KY1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1806+STABILITY: SURFACE MOTION
 KY1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1806+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 KY1806
 KY1806  HISTORY     - Date     Condition        Report By
 KY1806  HISTORY     - 1959     MONUMENTED       CGS
 KY1806  HISTORY     - 1971     GOOD             OHDT
 KY1806  HISTORY     - 20040706 GOOD             OHDT
 KY1806
 KY1806                          STATION DESCRIPTION
 KY1806
 KY1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1806'1.2 MI NE FROM MADISONBURG.
 KY1806'ABOUT 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE
 KY1806'INTERSECTION OF ROAD 86 AT MADISONBURG, 0.15 MILE NORTH OF THE
 KY1806'HIGHWAY BRIDGE OVER LITTLE APPLE CREEK, 0.4 MILE SOUTH OF THE
 KY1806'INTERSECTION OF ROAD 78, 26 1/2 FEET WEST OF THE CENTER LINE OF
 KY1806'HIGHWAY, 1 FOOT EAST OF A WIRE FENCE, 90 FEET SOUTH OF THE CENTER
 KY1806'OF WEST END OF A 3-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY 3,
 KY1806'21 1/2 FEET SOUTH OF A FENCE CORNER, 139 FEET NORTH OF A DRIVE
 KY1806'LEADING WEST INTO A BARNYARD, 2.4 FEET SOUTH-SOUTHEAST OF A STEEL
 KY1806'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 KY1806'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KY1806
 KY1806                          STATION RECOVERY (1971)
 KY1806
 KY1806'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1806'RECOVERED IN GOOD CONDITION.
 KY1806
 KY1806                          STATION RECOVERY (2004)
 KY1806
 KY1806'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (SLQ)
 KY1806'RECOVERED AS DESCRIBED,  STEEL WITNESS POST IS GONE, REPLACED WITH
 KY1806'ORANGE CARSONITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0835 ***********************************************************************
 KZ0835  DESIGNATION -  G 29
 KZ0835  PID         -  KZ0835
 KZ0835  STATE/COUNTY-  OH/DELAWARE
 KZ0835  USGS QUAD   -  KILBOURNE (1983)
 KZ0835
 KZ0835                         *CURRENT SURVEY CONTROL
 KZ0835  ___________________________________________________________________
 KZ0835* NAD 83(1986)-  40 16 45.     (N)    082 59 11.     (W)     SCALED    
 KZ0835* NAVD 88     -       281.028  (meters)     922.01   (feet)  ADJUSTED  
 KZ0835  ___________________________________________________________________
 KZ0835  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KZ0835  DYNAMIC HT  -         280.880 (meters)     921.52  (feet)  COMP
 KZ0835  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 KZ0835
 KZ0835  VERT ORDER  -  SECOND    CLASS 0
 KZ0835
 KZ0835.The horizontal coordinates were scaled from a topographic map and have
 KZ0835.an estimated accuracy of +/- 6 seconds.
 KZ0835
 KZ0835.The orthometric height was determined by differential leveling
 KZ0835.and adjusted by the National Geodetic Survey in June 1991..
 KZ0835
 KZ0835.The geoid height was determined by GEOID03.
 KZ0835
 KZ0835.The dynamic height is computed by dividing the NAVD 88
 KZ0835.geopotential number by the normal gravity value computed on the
 KZ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0835.degrees latitude (g = 980.6199 gals.).
 KZ0835
 KZ0835.The modeled gravity was interpolated from observed gravity values.
 KZ0835
 KZ0835;                    North         East    Units  Estimated Accuracy
 KZ0835;SPC OH N     -    68,130.      558,630.      MT  (+/- 180 meters Scaled)
 KZ0835
 KZ0835                          SUPERSEDED SURVEY CONTROL
 KZ0835
 KZ0835  NGVD 29 (??/??/92)  281.20   (m)          922.6    (f) COMPUTED    2 0
 KZ0835
 KZ0835.Superseded values are not recommended for survey control.
 KZ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0835.See file dsdata.txt to determine how the superseded data were derived.
 KZ0835
 KZ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE311606(NAD 83)
 KZ0835_MARKER: DB = BENCH MARK DISK
 KZ0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0835_STAMPING: G 29 1934
 KZ0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0835+STABILITY: SURFACE MOTION
 KZ0835
 KZ0835  HISTORY     - Date     Condition        Report By
 KZ0835  HISTORY     - 1934     MONUMENTED       CGS
 KZ0835  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ0835
 KZ0835                          STATION DESCRIPTION
 KZ0835
 KZ0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0835'4.5 MI E FROM DELAWARE.
 KZ0835'4.5 MILES EAST ALONG STATE HIGHWAY 37 FROM DELAWARE, DELAWARE
 KZ0835'COUNTY, 175 FEET NORTHEAST OF THE NORTHEAST CORNER OF A RED BRICK
 KZ0835'FARMHOUSE, 45 FEET EAST OF THE CENTERLINE OF A DRIVE, 27 FEET NORTH
 KZ0835'OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTH OF THE NORTH BANK
 KZ0835'OF A CUT, 3.2 FEET EAST OF A POLE, AND ABOUT 2 FEET ABOVE THE
 KZ0835'LEVEL OF THE ROADWAY.  A STANDARD DISK, STAMPED G 29 1934 AND
 KZ0835'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 KZ0835'GROUND.  NOTE-- THE HIGHWAY HAS BEEN IMPROVED, RIGHT-OF-WAY WIDTH
 KZ0835'INCREASED, DITCHES REGRADED, ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0638 ***********************************************************************
 KZ0638  DESIGNATION -  G 293
 KZ0638  PID         -  KZ0638
 KZ0638  STATE/COUNTY-  OH/ALLEN
 KZ0638  USGS QUAD   -  HARROD (1984)
 KZ0638
 KZ0638                         *CURRENT SURVEY CONTROL
 KZ0638  ___________________________________________________________________
 KZ0638* NAD 83(1986)-  40 42 24.     (N)    083 55 15.     (W)     SCALED    
 KZ0638* NAVD 88     -       299.306  (meters)     981.97   (feet)  ADJUSTED  
 KZ0638  ___________________________________________________________________
 KZ0638  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 KZ0638  DYNAMIC HT  -         299.154 (meters)     981.47  (feet)  COMP
 KZ0638  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 KZ0638
 KZ0638  VERT ORDER  -  SECOND    CLASS 0
 KZ0638
 KZ0638.The horizontal coordinates were scaled from a topographic map and have
 KZ0638.an estimated accuracy of +/- 6 seconds.
 KZ0638
 KZ0638.The orthometric height was determined by differential leveling
 KZ0638.and adjusted by the National Geodetic Survey in June 1991..
 KZ0638
 KZ0638.The geoid height was determined by GEOID03.
 KZ0638
 KZ0638.The dynamic height is computed by dividing the NAVD 88
 KZ0638.geopotential number by the normal gravity value computed on the
 KZ0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0638.degrees latitude (g = 980.6199 gals.).
 KZ0638
 KZ0638.The modeled gravity was interpolated from observed gravity values.
 KZ0638
 KZ0638;                    North         East    Units  Estimated Accuracy
 KZ0638;SPC OH N     -   116,470.      479,940.      MT  (+/- 180 meters Scaled)
 KZ0638
 KZ0638                          SUPERSEDED SURVEY CONTROL
 KZ0638
 KZ0638  NGVD 29 (??/??/92)  299.479  (m)          982.54   (f) ADJ UNCH    2 0
 KZ0638
 KZ0638.Superseded values are not recommended for survey control.
 KZ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0638.See file dsdata.txt to determine how the superseded data were derived.
 KZ0638
 KZ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF532102(NAD 83)
 KZ0638_MARKER: DB = BENCH MARK DISK
 KZ0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0638_SP_SET: BRIDGE SIDEWALK
 KZ0638_STAMPING: G 293 1960
 KZ0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0638
 KZ0638  HISTORY     - Date     Condition        Report By
 KZ0638  HISTORY     - 1960     MONUMENTED       CGS
 KZ0638
 KZ0638                          STATION DESCRIPTION
 KZ0638
 KZ0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0638'AT HARROD.
 KZ0638'AT HARROD, ABOUT 0.2 MILE SOUTH ALONG NAPOLEON ROAD (MAIN STREET)
 KZ0638'FROM THE CROSSING OF THE ERIE RAILROAD, 29 FEET EAST OF THE CENTER
 KZ0638'LINE OF NAPOLEON ROAD, 77 1/2 FEET NORTH OF THE PROLONGED CENTER
 KZ0638'LINE OF HARROD-WESTMINSTER ROAD, IN TOP OF THE NORTHEAST CORNER
 KZ0638'OF THE EAST BRIDGE SIDEWALK OF A 15-FOOT CONCRETE BRIDGE OVER A
 KZ0638'SMALL CREEK, 0.4 FOOT WEST OF THE CONCRETE BANISTER, AND ABOUT
 KZ0638'LEVEL WITH THE BRIDGE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0651 ***********************************************************************
 KZ0651  DESIGNATION -  G 294
 KZ0651  PID         -  KZ0651
 KZ0651  STATE/COUNTY-  OH/HARDIN
 KZ0651  USGS QUAD   -  MT VICTORY (1980)
 KZ0651
 KZ0651                         *CURRENT SURVEY CONTROL
 KZ0651  ___________________________________________________________________
 KZ0651* NAD 83(1986)-  40 33 05.     (N)    083 34 03.     (W)     SCALED    
 KZ0651* NAVD 88     -       321.366  (meters)    1054.35   (feet)  ADJUSTED  
 KZ0651  ___________________________________________________________________
 KZ0651  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 KZ0651  DYNAMIC HT  -         321.198 (meters)    1053.80  (feet)  COMP
 KZ0651  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 KZ0651
 KZ0651  VERT ORDER  -  SECOND    CLASS 0
 KZ0651
 KZ0651.The horizontal coordinates were scaled from a topographic map and have
 KZ0651.an estimated accuracy of +/- 6 seconds.
 KZ0651
 KZ0651.The orthometric height was determined by differential leveling
 KZ0651.and adjusted by the National Geodetic Survey in June 1991..
 KZ0651
 KZ0651.The geoid height was determined by GEOID03.
 KZ0651
 KZ0651.The dynamic height is computed by dividing the NAVD 88
 KZ0651.geopotential number by the normal gravity value computed on the
 KZ0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0651.degrees latitude (g = 980.6199 gals.).
 KZ0651
 KZ0651.The modeled gravity was interpolated from observed gravity values.
 KZ0651
 KZ0651;                    North         East    Units  Estimated Accuracy
 KZ0651;SPC OH N     -    98,800.      509,580.      MT  (+/- 180 meters Scaled)
 KZ0651
 KZ0651                          SUPERSEDED SURVEY CONTROL
 KZ0651
 KZ0651  NGVD 29 (??/??/92)  321.550  (m)         1054.95   (f) ADJ UNCH    2 0
 KZ0651
 KZ0651.Superseded values are not recommended for survey control.
 KZ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0651.See file dsdata.txt to determine how the superseded data were derived.
 KZ0651
 KZ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE826921(NAD 83)
 KZ0651_MARKER: DB = BENCH MARK DISK
 KZ0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0651_STAMPING: G 294 1960
 KZ0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0651+STABILITY: SURFACE MOTION
 KZ0651
 KZ0651  HISTORY     - Date     Condition        Report By
 KZ0651  HISTORY     - 1960     MONUMENTED       CGS
 KZ0651
 KZ0651                          STATION DESCRIPTION
 KZ0651
 KZ0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0651'2.4 MI N FROM RIDGEWAY.
 KZ0651'ABOUT 2.4 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KZ0651'HAYES TOWER AT RIDGEWAY, 163 YARDS SOUTH OF MILEPOST TOL 79, AT
 KZ0651'THE CROSSING OF NARROW BLACK TOP ROAD 204, 45 1/2 FEET WEST OF
 KZ0651'THE WEST RAIL, 67 FEET SOUTH OF THE CENTER LINE OF ROAD, 1 1/2 FEET
 KZ0651'EAST OF A WIRE FENCE, 52 FEET SOUTH OF A FENCE CORNER, 2 FEET
 KZ0651'NORTHEAST OF A STEEL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 KZ0651'LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KZ0651'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1451 ***********************************************************************
 KZ1451  DESIGNATION -  G 295
 KZ1451  PID         -  KZ1451
 KZ1451  STATE/COUNTY-  OH/MARION
 KZ1451  USGS QUAD   -  MARION WEST (1973)
 KZ1451
 KZ1451                         *CURRENT SURVEY CONTROL
 KZ1451  ___________________________________________________________________
 KZ1451* NAD 83(1986)-  40 35 46.     (N)    083 14 12.     (W)     SCALED    
 KZ1451* NAVD 88     -       279.270  (meters)     916.24   (feet)  ADJUSTED  
 KZ1451  ___________________________________________________________________
 KZ1451  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 KZ1451  DYNAMIC HT  -         279.128 (meters)     915.77  (feet)  COMP
 KZ1451  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 KZ1451
 KZ1451  VERT ORDER  -  SECOND    CLASS 0
 KZ1451
 KZ1451.The horizontal coordinates were scaled from a topographic map and have
 KZ1451.an estimated accuracy of +/- 6 seconds.
 KZ1451
 KZ1451.The orthometric height was determined by differential leveling
 KZ1451.and adjusted by the National Geodetic Survey in June 1991..
 KZ1451
 KZ1451.The geoid height was determined by GEOID03.
 KZ1451
 KZ1451.The dynamic height is computed by dividing the NAVD 88
 KZ1451.geopotential number by the normal gravity value computed on the
 KZ1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1451.degrees latitude (g = 980.6199 gals.).
 KZ1451
 KZ1451.The modeled gravity was interpolated from observed gravity values.
 KZ1451
 KZ1451;                    North         East    Units  Estimated Accuracy
 KZ1451;SPC OH N     -   103,480.      537,650.      MT  (+/- 180 meters Scaled)
 KZ1451
 KZ1451                          SUPERSEDED SURVEY CONTROL
 KZ1451
 KZ1451  NGVD 29 (??/??/92)  279.411  (m)          916.70   (f) ADJ UNCH    2 0
 KZ1451
 KZ1451.Superseded values are not recommended for survey control.
 KZ1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1451.See file dsdata.txt to determine how the superseded data were derived.
 KZ1451
 KZ1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE107963(NAD 83)
 KZ1451_MARKER: DB = BENCH MARK DISK
 KZ1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1451_STAMPING: G 295 1960
 KZ1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1451+STABILITY: SURFACE MOTION
 KZ1451
 KZ1451  HISTORY     - Date     Condition        Report By
 KZ1451  HISTORY     - 1960     MONUMENTED       CGS
 KZ1451
 KZ1451                          STATION DESCRIPTION
 KZ1451
 KZ1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ1451'1 MI E FROM ESPYVILLE.
 KZ1451'ABOUT 1.0 MILE EAST ALONG THE ERIE RAILROAD FROM THE CROSSING
 KZ1451'OF ROAD 84 AT ESPYVILLE, AT THE CROSSING OF ROAD NO. 99 (HOOK
 KZ1451'ROAD), ABOUT 70 YARDS SOUTHWEST OF AND ACROSS THE TRACK AND ROAD
 KZ1451'FROM MILEPOST M 5, 43 FEET SOUTH OF THE SOUTH RAIL (SLOPE
 KZ1451'MEASUREMENTS), 43 FEET WEST OF THE CENTER LINE OF ROAD, 36 FEET
 KZ1451'NORTHWEST OF POWER LINE POLE 4 WS 41, ABOUT 14 FEET BELOW
 KZ1451'THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST
 KZ1451'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0045 ***********************************************************************
 KZ0045  DESIGNATION -  G 30
 KZ0045  PID         -  KZ0045
 KZ0045  STATE/COUNTY-  OH/ASHLAND
 KZ0045  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ0045
 KZ0045                         *CURRENT SURVEY CONTROL
 KZ0045  ___________________________________________________________________
 KZ0045* NAD 83(1986)-  40 46 21.     (N)    082 16 54.     (W)     SCALED    
 KZ0045* NAVD 88     -       356.198  (meters)    1168.63   (feet)  ADJUSTED  
 KZ0045  ___________________________________________________________________
 KZ0045  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KZ0045  DYNAMIC HT  -         356.031 (meters)    1168.08  (feet)  COMP
 KZ0045  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 KZ0045
 KZ0045  VERT ORDER  -  SECOND    CLASS 0
 KZ0045
 KZ0045.The horizontal coordinates were scaled from a topographic map and have
 KZ0045.an estimated accuracy of +/- 6 seconds.
 KZ0045
 KZ0045.The orthometric height was determined by differential leveling
 KZ0045.and adjusted by the National Geodetic Survey in June 1991..
 KZ0045
 KZ0045.The geoid height was determined by GEOID03.
 KZ0045
 KZ0045.The dynamic height is computed by dividing the NAVD 88
 KZ0045.geopotential number by the normal gravity value computed on the
 KZ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0045.degrees latitude (g = 980.6199 gals.).
 KZ0045
 KZ0045.The modeled gravity was interpolated from observed gravity values.
 KZ0045
 KZ0045;                    North         East    Units  Estimated Accuracy
 KZ0045;SPC OH N     -   122,820.      618,430.      MT  (+/- 180 meters Scaled)
 KZ0045
 KZ0045                          SUPERSEDED SURVEY CONTROL
 KZ0045
 KZ0045  NGVD 29 (??/??/92)  356.375  (m)         1169.21   (f) ADJ UNCH    2 0
 KZ0045
 KZ0045.Superseded values are not recommended for survey control.
 KZ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0045.See file dsdata.txt to determine how the superseded data were derived.
 KZ0045
 KZ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF918142(NAD 83)
 KZ0045_MARKER: DB = BENCH MARK DISK
 KZ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0045_STAMPING: G 30 1934
 KZ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0045+STABILITY: SURFACE MOTION
 KZ0045
 KZ0045  HISTORY     - Date     Condition        Report By
 KZ0045  HISTORY     - 1934     MONUMENTED       CGS
 KZ0045  HISTORY     - 1959     GOOD             NGS
 KZ0045  HISTORY     - 1970     GOOD             NGS
 KZ0045  HISTORY     - 1987     GOOD             OHDT
 KZ0045  HISTORY     - 1990     GOOD             USPSQD
 KZ0045
 KZ0045                          STATION DESCRIPTION
 KZ0045
 KZ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0045'1 MI W FROM HAYESVILLE.
 KZ0045'ABOUT 0.95 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION
 KZ0045'OF STATE HIGHWAY 60 AT HAYESVILLE, ABOUT 0.25 MILE EAST OF A
 KZ0045'25-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, ON THE WEST SLOPE
 KZ0045'OF A LONG GRADE, AT THE JUNCTION OF A NARROW GRADED ROAD
 KZ0045'LEADING SOUTH, 32 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 KZ0045'24 1/2 FEET EAST OF CENTER LINE OF GRADED ROAD, 110 FEET SOUTHEAST
 KZ0045'AND ACROSS GRADED ROAD FROM THE CENTER OF JUNCTION OF HIGHWAY
 KZ0045'AND THE EAST DRIVE TO RANCH MOTEL WHICH IS LOCATED ON NORTH
 KZ0045'SIDE OF HIGHWAY, 3 1/2 FEET SOUTH OF A TELEPHONE POLE, ABOUT
 KZ0045'2 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 KZ0045'CONCRETE POST PROJECTING 5 INCHES.
 KZ0045
 KZ0045                          STATION RECOVERY (1970)
 KZ0045
 KZ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0045'RECOVERED IN GOOD CONDITION.
 KZ0045
 KZ0045                          STATION RECOVERY (1987)
 KZ0045
 KZ0045'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0045'RECOVERED IN GOOD CONDITION.
 KZ0045
 KZ0045                          STATION RECOVERY (1990)
 KZ0045
 KZ0045'RECOVERY NOTE BY US POWER SQUADRON 1990 (BN)
 KZ0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0187 ***********************************************************************
 MD0187  DESIGNATION -  G 300
 MD0187  PID         -  MD0187
 MD0187  STATE/COUNTY-  OH/DEFIANCE
 MD0187  USGS QUAD   -  JUNCTION (1973)
 MD0187
 MD0187                         *CURRENT SURVEY CONTROL
 MD0187  ___________________________________________________________________
 MD0187* NAD 83(1986)-  41 14 54.     (N)    084 23 25.     (W)     SCALED    
 MD0187* NAVD 88     -       213.406  (meters)     700.15   (feet)  POSTED    
 MD0187  ___________________________________________________________________
 MD0187  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 MD0187  DYNAMIC HT  -         213.320 (meters)     699.87  (feet)  COMP
 MD0187  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 MD0187
 MD0187  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0187
 MD0187.The horizontal coordinates were scaled from a topographic map and have
 MD0187.an estimated accuracy of +/- 6 seconds.
 MD0187
 MD0187.The orthometric height was determined by differential leveling
 MD0187.and adjusted by the National Geodetic Survey in 1992..
 MD0187.No vertical observational check was made to the station.
 MD0187.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0187.was located on a no-check spur therefore a value was not computed.
 MD0187
 MD0187.The geoid height was determined by GEOID03.
 MD0187
 MD0187.The dynamic height is computed by dividing the NAVD 88
 MD0187.geopotential number by the normal gravity value computed on the
 MD0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0187.degrees latitude (g = 980.6199 gals.).
 MD0187
 MD0187.The modeled gravity was interpolated from observed gravity values.
 MD0187
 MD0187;                    North         East    Units  Estimated Accuracy
 MD0187;SPC OH N     -   177,360.      441,580.      MT  (+/- 180 meters Scaled)
 MD0187
 MD0187                          SUPERSEDED SURVEY CONTROL
 MD0187
 MD0187  NGVD 29 (??/??/92)  213.591  (m)          700.76   (f) ADJ UNCH    2 0
 MD0187
 MD0187.Superseded values are not recommended for survey control.
 MD0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0187.See file dsdata.txt to determine how the superseded data were derived.
 MD0187
 MD0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL186696(NAD 83)
 MD0187_MARKER: DB = BENCH MARK DISK
 MD0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0187_STAMPING: G 300 1963
 MD0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0187+STABILITY: SURFACE MOTION
 MD0187
 MD0187  HISTORY     - Date     Condition        Report By
 MD0187  HISTORY     - 1963     MONUMENTED       CGS
 MD0187  HISTORY     - 1971     GOOD             NGS
 MD0187  HISTORY     - 1984     GOOD             USPSQD
 MD0187
 MD0187                          STATION DESCRIPTION
 MD0187
 MD0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0187'1 MI S FROM DEFIANCE.
 MD0187'FROM THE ANTHONY WAYNE SCHOOL IN DEFIANCE, GO 1.0 MILE SOUTH ON
 MD0187'HARDING ROAD TO A T JUNCTION.  THE BENCH MARK IS AT THE T
 MD0187'JUNCTION OF HARDING ROAD AND GARMAN ROAD, 79.0 FEET EAST OF THE
 MD0187'CENTERLINE OF HARDING ROAD, 18.0 FEET NORTH OF THE CENTERLINE OF
 MD0187'GARMAN ROAD, 14.0 FEET SOUTHWEST OF A LARGE TREE, 1.0 FOOT
 MD0187'SOUTH OF A FENCE AND 1.5 FEET WEST OF A WITNESS POST.  A STANDARD
 MD0187'DISK STAMPED G 300 1963, SET IN TOP OF A 10 INCH ROUND CONCRETE
 MD0187'MONUMENT WHICH PROJECTS 2 INCHES AND IS ABOUT LEVEL WITH THE
 MD0187'ROAD.
 MD0187
 MD0187                          STATION RECOVERY (1971)
 MD0187
 MD0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MD0187'RECOVERED IN GOOD CONDITION.
 MD0187
 MD0187                          STATION RECOVERY (1984)
 MD0187
 MD0187'RECOVERY NOTE BY US POWER SQUADRON 1984
 MD0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1359 ***********************************************************************
 MB1359  DESIGNATION -  G 301
 MB1359  PID         -  MB1359
 MB1359  STATE/COUNTY-  OH/SUMMIT
 MB1359  USGS QUAD   -  PENINSULA (1994)
 MB1359
 MB1359                         *CURRENT SURVEY CONTROL
 MB1359  ___________________________________________________________________
 MB1359* NAD 83(1986)-  41 08 25.     (N)    081 35 13.     (W)     SCALED    
 MB1359* NAVD 88     -       317.870  (meters)    1042.88   (feet)  ADJUSTED  
 MB1359  ___________________________________________________________________
 MB1359  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB1359  DYNAMIC HT  -         317.733 (meters)    1042.43  (feet)  COMP
 MB1359  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 MB1359
 MB1359  VERT ORDER  -  FIRST     CLASS II
 MB1359
 MB1359.The horizontal coordinates were scaled from a topographic map and have
 MB1359.an estimated accuracy of +/- 6 seconds.
 MB1359
 MB1359.The orthometric height was determined by differential leveling
 MB1359.and adjusted by the National Geodetic Survey in June 1991..
 MB1359
 MB1359.The geoid height was determined by GEOID03.
 MB1359
 MB1359.The dynamic height is computed by dividing the NAVD 88
 MB1359.geopotential number by the normal gravity value computed on the
 MB1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1359.degrees latitude (g = 980.6199 gals.).
 MB1359
 MB1359.The modeled gravity was interpolated from observed gravity values.
 MB1359
 MB1359;                    North         East    Units  Estimated Accuracy
 MB1359;SPC OH N     -   164,040.      676,650.      MT  (+/- 180 meters Scaled)
 MB1359
 MB1359                          SUPERSEDED SURVEY CONTROL
 MB1359
 MB1359  NGVD 29 (??/??/92)  318.070  (m)         1043.53   (f) ADJ UNCH    1 2
 MB1359
 MB1359.Superseded values are not recommended for survey control.
 MB1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1359.See file dsdata.txt to determine how the superseded data were derived.
 MB1359
 MB1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF507544(NAD 83)
 MB1359_MARKER: DB = BENCH MARK DISK
 MB1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1359_STAMPING: G 301 1963
 MB1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1359+STABILITY: SURFACE MOTION
 MB1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1359+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2006
 MB1359
 MB1359  HISTORY     - Date     Condition        Report By
 MB1359  HISTORY     - 1963     MONUMENTED       CGS
 MB1359  HISTORY     - 20060217 GOOD             GEOCAC
 MB1359
 MB1359                          STATION DESCRIPTION
 MB1359
 MB1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1359'AT AKRON.
 MB1359'AT AKRON, IN THE NORTHWEST PART OF THE CITY, AT THE INTERSECTION
 MB1359'OF SAND RUN ROAD AND SMITH ROAD, ABOUT 0.4 MILE NORTH OF THE
 MB1359'INTERSECTION OF SAND RUN ROAD AND SAND RUN PARKWAY, 42 FEET EAST
 MB1359'OF THE CENTER LINE OF SAND RUN ROAD, 28 FEET SOUTH OF THE CENTER
 MB1359'LINE OF SMITH ROAD, 10 1/2 FEET EAST OF POWER LINE POLE NO. NH
 MB1359'028, 2 1/2 FEET EAST OF POWER LINE BRACE POLE NO. 87259, 53 FEET
 MB1359'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 1 FOOT ABOVE
 MB1359'THE LEVEL OF SMITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 MB1359'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 MB1359
 MB1359                          STATION RECOVERY (2006)
 MB1359
 MB1359'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3262 ***********************************************************************
 MB3262  DESIGNATION -  G 302 RESET
 MB3262  PID         -  MB3262
 MB3262  STATE/COUNTY-  OH/SUMMIT
 MB3262  USGS QUAD   -  PENINSULA (1994)
 MB3262
 MB3262                         *CURRENT SURVEY CONTROL
 MB3262  ___________________________________________________________________
 MB3262* NAD 83(1986)-  41 08 19.     (N)    081 33 41.     (W)     SCALED    
 MB3262* NAVD 88     -       228.97   (+/-2cm)     751.2    (feet)  VERTCON   
 MB3262  ___________________________________________________________________
 MB3262  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB3262
 MB3262  VERT ORDER  -  THIRD (See Below)
 MB3262
 MB3262.The horizontal coordinates were scaled from a topographic map and have
 MB3262.an estimated accuracy of +/- 6 seconds.
 MB3262
 MB3262.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3262.The vertical order pertains to the NGVD 29 superseded value.
 MB3262
 MB3262.The geoid height was determined by GEOID03.
 MB3262
 MB3262;                    North         East    Units  Estimated Accuracy
 MB3262;SPC OH N     -   163,880.      678,800.      MT  (+/- 180 meters Scaled)
 MB3262
 MB3262                          SUPERSEDED SURVEY CONTROL
 MB3262
 MB3262  NGVD 29 (10/13/05)  229.17   (m)          751.9    (f) RESET       3  
 MB3262
 MB3262.Superseded values are not recommended for survey control.
 MB3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3262.See file dsdata.txt to determine how the superseded data were derived.
 MB3262
 MB3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF528542(NAD 83)
 MB3262_MARKER: DV = VERTICAL CONTROL DISK
 MB3262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB3262_SP_SET: BRIDGE SUPPORT WALL
 MB3262_STAMPING: G 302 RESET 1993
 MB3262_MARK LOGO: NGS   
 MB3262_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB3262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB3262
 MB3262  HISTORY     - Date     Condition        Report By
 MB3262  HISTORY     - 1993     MONUMENTED       OH-153
 MB3262
 MB3262                          STATION DESCRIPTION
 MB3262
 MB3262'DESCRIBED BY SUMMIT COUNTY OHIO 1993
 MB3262'IN AKRON, 0.2 MILE (0.3 KM) SOUTHEAST ALONG RIVERVIEW ROAD FROM THE
 MB3262'INTERSECTION WITH SMITH ROAD, IN THE CORNER AT THE SOUTHEAST END OF
 MB3262'THE SOUTHWEST SIDE OF THE SUPPORT WALL OF A 26 FOOT (7.9 M) BRIDGE
 MB3262'OVER SAND RUN, 30.5 FEET (9.3 M) SOUTHWEST OF THE CENTERLINE OF
 MB3262'RIVERVIEW ROAD, 36 FEET (11.0 M) SOUTHEAST OF THE CENTER OF THE
 MB3262'BRIDGE, 22 FEET (6.7 M) NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1204 ***********************************************************************
 MB1204  DESIGNATION -  G 303
 MB1204  PID         -  MB1204
 MB1204  STATE/COUNTY-  OH/SUMMIT
 MB1204  USGS QUAD   -  AKRON EAST (1964)
 MB1204
 MB1204                         *CURRENT SURVEY CONTROL
 MB1204  ___________________________________________________________________
 MB1204* NAD 83(1986)-  41 02 41.     (N)    081 26 32.     (W)     SCALED    
 MB1204* NAVD 88     -       325.340  (meters)    1067.39   (feet)  ADJUSTED  
 MB1204  ___________________________________________________________________
 MB1204  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MB1204  DYNAMIC HT  -         325.195 (meters)    1066.91  (feet)  COMP
 MB1204  MODELED GRAV-     980,168.9   (mgal)                       NAVD 88
 MB1204
 MB1204  VERT ORDER  -  FIRST     CLASS II
 MB1204
 MB1204.The horizontal coordinates were scaled from a topographic map and have
 MB1204.an estimated accuracy of +/- 6 seconds.
 MB1204
 MB1204.The orthometric height was determined by differential leveling
 MB1204.and adjusted by the National Geodetic Survey in June 1991..
 MB1204
 MB1204.The geoid height was determined by GEOID03.
 MB1204
 MB1204.The dynamic height is computed by dividing the NAVD 88
 MB1204.geopotential number by the normal gravity value computed on the
 MB1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1204.degrees latitude (g = 980.6199 gals.).
 MB1204
 MB1204.The modeled gravity was interpolated from observed gravity values.
 MB1204
 MB1204;                    North         East    Units  Estimated Accuracy
 MB1204;SPC OH N     -   153,570.      688,930.      MT  (+/- 180 meters Scaled)
 MB1204
 MB1204                          SUPERSEDED SURVEY CONTROL
 MB1204
 MB1204  NGVD 29 (??/??/92)  325.532  (m)         1068.02   (f) ADJ UNCH    1 2
 MB1204
 MB1204.Superseded values are not recommended for survey control.
 MB1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1204.See file dsdata.txt to determine how the superseded data were derived.
 MB1204
 MB1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF628438(NAD 83)
 MB1204_MARKER: DD = SURVEY DISK
 MB1204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1204_SP_SET: ABUTMENT
 MB1204_STAMPING: G 303
 MB1204_MARK LOGO: OH-153
 MB1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1204
 MB1204  HISTORY     - Date     Condition        Report By
 MB1204  HISTORY     - UNK      MONUMENTED       OH-153
 MB1204  HISTORY     - 1964     GOOD             CGS
 MB1204  HISTORY     - 1971     GOOD             NGS
 MB1204  HISTORY     - 1980     GOOD             LOCSUR
 MB1204
 MB1204                          STATION DESCRIPTION
 MB1204
 MB1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1204'AT AKRON.
 MB1204'AT AKRON, 0.25 MILE WEST ALONG TRIPLETT BOULEVARD FROM THE
 MB1204'INTERSECTION OF STATE HIGHWAY 91, NEAR THE INTERSECTION OF
 MB1204'TRIPLETT BOULEVARD AND ABLINGTON ROAD, 101 FEET SOUTHWEST OF
 MB1204'THE CENTER OF THE INTERSECTION, 15 FEET SOUTH OF THE CENTER LINE
 MB1204'OF TRIPLETT BOULEVARD, SET IN THE TOP OF THE SOUTH END OF THE
 MB1204'WEST CONCRETE ABUTMENT OF A 20-FOOT BRIDGE UNDER TRIPLETT
 MB1204'BOULEVARD AND ABOUT LEVEL WITH THE BOULEVARD.
 MB1204
 MB1204                          STATION RECOVERY (1971)
 MB1204
 MB1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MB1204'RECOVERED IN GOOD CONDITION.
 MB1204
 MB1204                          STATION RECOVERY (1980)
 MB1204
 MB1204'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MB1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DH6781 ***********************************************************************
 DH6781  DESIGNATION -  G 303 RESET
 DH6781  PID         -  DH6781
 DH6781  STATE/COUNTY-  OH/SUMMIT
 DH6781  USGS QUAD   -  AKRON EAST (1964)
 DH6781
 DH6781                         *CURRENT SURVEY CONTROL
 DH6781  ___________________________________________________________________
 DH6781* NAD 83(1986)-  41 02 41.     (N)    081 26 32.     (W)     SCALED    
 DH6781* NAVD 88     -       326.60   (meters)    1071.5    (feet)  RESET     
 DH6781  ___________________________________________________________________
 DH6781  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 DH6781
 DH6781  VERT ORDER  -  THIRD
 DH6781
 DH6781.The horizontal coordinates were scaled from a topographic map and have
 DH6781.an estimated accuracy of +/- 6 seconds.
 DH6781
 DH6781.The orthometric height was computed from unverified reset data.
 DH6781.No vertical observational check was made to the station.
 DH6781
 DH6781.The geoid height was determined by GEOID03.
 DH6781
 DH6781;                    North         East    Units  Estimated Accuracy
 DH6781;SPC OH N     -   153,570.      688,930.      MT  (+/- 180 meters Scaled)
 DH6781
 DH6781                          SUPERSEDED SURVEY CONTROL
 DH6781
 DH6781.No superseded survey control is available for this station.
 DH6781
 DH6781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF628438(NAD 83)
 DH6781_MARKER: DV = VERTICAL CONTROL DISK
 DH6781_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH6781_SP_SET: BRIDGE PARAPET WALL
 DH6781_STAMPING: G 303 RESET 2003
 DH6781_MARK LOGO: NGS   
 DH6781_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6781
 DH6781  HISTORY     - Date     Condition        Report By
 DH6781  HISTORY     - 2003     MONUMENTED       LOCENG
 DH6781
 DH6781                          STATION DESCRIPTION
 DH6781
 DH6781'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003
 DH6781'TO REACH THE STATION FROM SR 91 AND TRIPLETT BOULEVARD IN AKRON GO
 DH6781'WEST ON TRIPLETT TO ITS INTERSECTION WITH ABINGTON ROAD, 80.0 FEET
 DH6781'(24.4 M) NORTHWEST OF THE INTERSECTION, 25.0 FEET (7.6 M) NORTH OF
 DH6781'TRIPLETT BOULEVARD, SET IN THE TOP OF THE EAST END OF THE NORTH
 DH6781'PARAPET WALL OF A BRIDGE, 3.5 FEET (1.1 M) ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1033 ***********************************************************************
 KY1033  DESIGNATION -  G 304
 KY1033  PID         -  KY1033
 KY1033  STATE/COUNTY-  OH/COLUMBIANA
 KY1033  USGS QUAD   -  LISBON (1984)
 KY1033
 KY1033                         *CURRENT SURVEY CONTROL
 KY1033  ___________________________________________________________________
 KY1033* NAD 83(1986)-  40 52 02.     (N)    080 46 48.     (W)     SCALED    
 KY1033* NAVD 88     -       309.693  (meters)    1016.05   (feet)  ADJUSTED  
 KY1033  ___________________________________________________________________
 KY1033  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KY1033  DYNAMIC HT  -         309.542 (meters)    1015.56  (feet)  COMP
 KY1033  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 KY1033
 KY1033  VERT ORDER  -  FIRST     CLASS I
 KY1033
 KY1033.The horizontal coordinates were scaled from a topographic map and have
 KY1033.an estimated accuracy of +/- 6 seconds.
 KY1033
 KY1033.The orthometric height was determined by differential leveling
 KY1033.and adjusted by the National Geodetic Survey in June 1991..
 KY1033
 KY1033.The geoid height was determined by GEOID03.
 KY1033
 KY1033.The dynamic height is computed by dividing the NAVD 88
 KY1033.geopotential number by the normal gravity value computed on the
 KY1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1033.degrees latitude (g = 980.6199 gals.).
 KY1033
 KY1033.The modeled gravity was interpolated from observed gravity values.
 KY1033
 KY1033;                    North         East    Units  Estimated Accuracy
 KY1033;SPC OH N     -   134,750.      744,990.      MT  (+/- 180 meters Scaled)
 KY1033
 KY1033                          SUPERSEDED SURVEY CONTROL
 KY1033
 KY1033  NGVD 29 (??/??/92)  309.836  (m)         1016.52   (f) ADJ UNCH    1 1
 KY1033
 KY1033.Superseded values are not recommended for survey control.
 KY1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1033.See file dsdata.txt to determine how the superseded data were derived.
 KY1033
 KY1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF185240(NAD 83)
 KY1033_MARKER: DB = BENCH MARK DISK
 KY1033_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY1033_SP_SET: 46.5 FEET
 KY1033_STAMPING: G 304 1966
 KY1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1033
 KY1033  HISTORY     - Date     Condition        Report By
 KY1033  HISTORY     - 1966     MONUMENTED       CGS
 KY1033
 KY1033                          STATION DESCRIPTION
 KY1033
 KY1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1033'1.4 MI W FROM LEETONIA.
 KY1033'ABOUT 1.4 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1033'CROSSING OF WALNUT STREET AT LEETONIA, ABOUT 0.45 MILE NORTHEAST
 KY1033'OF MILEPOST P 65, NEAR THE NORTHEAST END OF A LARGE NARROW
 KY1033'CLEARING IN SECTION 14, R 3 W, T 15 N, 42 FEET NORTH OF AND
 KY1033'ACROSS THE TRACK FROM THE NORTH CORNER OF A 6-BY-8-FOOT CONCRETE
 KY1033'BLOCK WHICH PROJECTS 1/2 FOOT, 26.4 FEET NORTHWEST OF THE
 KY1033'NORTHWEST RAIL OF NEAR TRACK, 46 1/2 FEET SOUTH OF THE CENTER
 KY1033'LINE OF A DIM TRACK ROAD, 0.8 FOOT NORTHEAST OF A METAL
 KY1033'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK
 KY1033'ON THE TOP OF A COPPER COATED STEEL ROD WHICH PROJECTS 2 INCHES
 KY1033'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH TILE
 KY1033'WHICH PROJECTS 7 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 KY1033'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 46.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1271 ***********************************************************************
 KY1271  DESIGNATION -  G 305
 KY1271  PID         -  KY1271
 KY1271  STATE/COUNTY-  OH/STARK
 KY1271  USGS QUAD   -  CANTON WEST (1985)
 KY1271
 KY1271                         *CURRENT SURVEY CONTROL
 KY1271  ___________________________________________________________________
 KY1271* NAD 83(1986)-  40 47 04.     (N)    081 24 32.     (W)     SCALED    
 KY1271* NAVD 88     -       329.969  (meters)    1082.57   (feet)  ADJUSTED  
 KY1271  ___________________________________________________________________
 KY1271  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KY1271  DYNAMIC HT  -         329.814 (meters)    1082.06  (feet)  COMP
 KY1271  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 KY1271
 KY1271  VERT ORDER  -  FIRST     CLASS I
 KY1271
 KY1271.The horizontal coordinates were scaled from a topographic map and have
 KY1271.an estimated accuracy of +/- 6 seconds.
 KY1271
 KY1271.The orthometric height was determined by differential leveling
 KY1271.and adjusted by the National Geodetic Survey in June 1991..
 KY1271
 KY1271.The geoid height was determined by GEOID03.
 KY1271
 KY1271.The dynamic height is computed by dividing the NAVD 88
 KY1271.geopotential number by the normal gravity value computed on the
 KY1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1271.degrees latitude (g = 980.6199 gals.).
 KY1271
 KY1271.The modeled gravity was interpolated from observed gravity values.
 KY1271
 KY1271;                    North         East    Units  Estimated Accuracy
 KY1271;SPC OH N     -   124,700.      692,090.      MT  (+/- 180 meters Scaled)
 KY1271
 KY1271                          SUPERSEDED SURVEY CONTROL
 KY1271
 KY1271  NGVD 29 (??/??/92)  330.156  (m)         1083.19   (f) ADJ UNCH    1 1
 KY1271
 KY1271.Superseded values are not recommended for survey control.
 KY1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1271.See file dsdata.txt to determine how the superseded data were derived.
 KY1271
 KY1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF655149(NAD 83)
 KY1271_MARKER: DB = BENCH MARK DISK
 KY1271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1271_SP_SET: BUILDING FOUNDATION
 KY1271_STAMPING: G 305 1966
 KY1271_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1271
 KY1271  HISTORY     - Date     Condition        Report By
 KY1271  HISTORY     - 1966     MONUMENTED       CGS
 KY1271  HISTORY     - 19911129 GOOD             OHDT
 KY1271
 KY1271                          STATION DESCRIPTION
 KY1271
 KY1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1271'AT CANTON.
 KY1271'AT CANTON, ABOUT 1.8 MILES WEST ALONG THE PENNSYLVANIA RAILROAD
 KY1271'FROM THE STATION AT CANTON, ABOUT 0.4 MILE EAST OF MILEPOST
 KY1271'104, ABOUT 75 YARDS NORTHEAST OF AND ACROSS THE TRACK FROM THE
 KY1271'JUNCTION OF NAVARRE ROAD AND HOLLAND AVENUE, SET VERTICALLY
 KY1271'IN THE SOUTH FACE OF THE SOUTHEAST CORNER OF THE CONCRETE
 KY1271'FOUNDATION OF THE FISHER FOODS WAREHOUSE BUILDING, (A LARGE
 KY1271'ONE-STORY BRICK BUILDING) 84 FEET NORTH OF THE NORTH RAIL OF THE
 KY1271'NEAR TRACK, 1.9 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 KY1271'IN SECTION 18, R 8 W, T 10 N, 2.2 FEET ABOVE THE LEVEL OF THE
 KY1271'GROUND AND 4 FEET ABOVE THE LEVEL OF THE TRACK.
 KY1271
 KY1271                          STATION RECOVERY (1991)
 KY1271
 KY1271'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (SJ)
 KY1271'----- REPORT BY ODOT --------1991--------- CONDITION - GOOD --------
 KY1271'DUE TO NEW ADDITION ON TO ORIGINAL BUILDING THE DISK IS NOW 83 FEET OF
 KY1271'SOUTH EAST CORNER ON SOUTH SIDE OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1716 ***********************************************************************
 KY1716  DESIGNATION -  G 306
 KY1716  PID         -  KY1716
 KY1716  STATE/COUNTY-  OH/WAYNE
 KY1716  USGS QUAD   -  RITTMAN (1994)
 KY1716
 KY1716                         *CURRENT SURVEY CONTROL
 KY1716  ___________________________________________________________________
 KY1716* NAD 83(1986)-  40 58 04.     (N)    081 46 13.     (W)     SCALED    
 KY1716* NAVD 88     -       290.519  (meters)     953.14   (feet)  ADJUSTED  
 KY1716  ___________________________________________________________________
 KY1716  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KY1716  DYNAMIC HT  -         290.392 (meters)     952.73  (feet)  COMP
 KY1716  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 KY1716
 KY1716  VERT ORDER  -  FIRST     CLASS I
 KY1716
 KY1716.The horizontal coordinates were scaled from a topographic map and have
 KY1716.an estimated accuracy of +/- 6 seconds.
 KY1716
 KY1716.The orthometric height was determined by differential leveling
 KY1716.and adjusted by the National Geodetic Survey in June 1991..
 KY1716
 KY1716.The geoid height was determined by GEOID03.
 KY1716
 KY1716.The dynamic height is computed by dividing the NAVD 88
 KY1716.geopotential number by the normal gravity value computed on the
 KY1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1716.degrees latitude (g = 980.6199 gals.).
 KY1716
 KY1716.The modeled gravity was interpolated from observed gravity values.
 KY1716
 KY1716;                    North         East    Units  Estimated Accuracy
 KY1716;SPC OH N     -   144,740.      661,420.      MT  (+/- 180 meters Scaled)
 KY1716
 KY1716                          SUPERSEDED SURVEY CONTROL
 KY1716
 KY1716  NGVD 29 (??/??/92)  290.724  (m)          953.82   (f) ADJ UNCH    1 1
 KY1716
 KY1716.Superseded values are not recommended for survey control.
 KY1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1716.See file dsdata.txt to determine how the superseded data were derived.
 KY1716
 KY1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF351354(NAD 83)
 KY1716_MARKER: DB = BENCH MARK DISK
 KY1716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1716_SP_SET: BRIDGE SEAT
 KY1716_STAMPING: G 306 1967
 KY1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1716
 KY1716  HISTORY     - Date     Condition        Report By
 KY1716  HISTORY     - 1967     MONUMENTED       CGS
 KY1716  HISTORY     - 1987     GOOD             OHDT
 KY1716
 KY1716                          STATION DESCRIPTION
 KY1716
 KY1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY1716'AT RITTMAN.
 KY1716'AT RITTMAN, 0.6 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1716'FROM THE STATION AT RITTMAN, NEAR MILEPOLE 151-17, SET ON THE
 KY1716'TOP OF THE NORTH END OF THE EAST BRIDGE SEAT FOR A 110-FOOT
 KY1716'LONG STEEL BRIDGE OVER RIVER STYX, IN SECTION 12, R 12 W, T 18
 KY1716'N, 7.4 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK OF TWO,
 KY1716'1.1 FEET SOUTH OF THE NORTH END OF THE BRIDGE SEAT AND 4 FEET
 KY1716'BELOW THE LEVEL OF THE TRACK.
 KY1716
 KY1716                          STATION RECOVERY (1987)
 KY1716
 KY1716'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1041 ***********************************************************************
 KZ1041  DESIGNATION -  G 307
 KZ1041  PID         -  KZ1041
 KZ1041  STATE/COUNTY-  OH/RICHLAND
 KZ1041  USGS QUAD   -  SHELBY (1980)
 KZ1041
 KZ1041                         *CURRENT SURVEY CONTROL
 KZ1041  ___________________________________________________________________
 KZ1041* NAD 83(1986)-  40 53 47.     (N)    082 39 25.     (W)     SCALED    
 KZ1041* NAVD 88     -       328.545  (meters)    1077.90   (feet)  ADJUSTED  
 KZ1041  ___________________________________________________________________
 KZ1041  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KZ1041  DYNAMIC HT  -         328.388 (meters)    1077.39  (feet)  COMP
 KZ1041  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 KZ1041
 KZ1041  VERT ORDER  -  FIRST     CLASS I
 KZ1041
 KZ1041.The horizontal coordinates were scaled from a topographic map and have
 KZ1041.an estimated accuracy of +/- 6 seconds.
 KZ1041
 KZ1041.The orthometric height was determined by differential leveling
 KZ1041.and adjusted by the National Geodetic Survey in June 1991..
 KZ1041
 KZ1041.The geoid height was determined by GEOID03.
 KZ1041
 KZ1041.The dynamic height is computed by dividing the NAVD 88
 KZ1041.geopotential number by the normal gravity value computed on the
 KZ1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1041.degrees latitude (g = 980.6199 gals.).
 KZ1041
 KZ1041.The modeled gravity was interpolated from observed gravity values.
 KZ1041
 KZ1041;                    North         East    Units  Estimated Accuracy
 KZ1041;SPC OH N     -   136,570.      586,780.      MT  (+/- 180 meters Scaled)
 KZ1041
 KZ1041                          SUPERSEDED SURVEY CONTROL
 KZ1041
 KZ1041  NGVD 29 (??/??/92)  328.689  (m)         1078.37   (f) ADJ UNCH    1 1
 KZ1041
 KZ1041.Superseded values are not recommended for survey control.
 KZ1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1041.See file dsdata.txt to determine how the superseded data were derived.
 KZ1041
 KZ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF604285(NAD 83)
 KZ1041_MARKER: DB = BENCH MARK DISK
 KZ1041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1041_SP_SET: ABUTMENT
 KZ1041_STAMPING: G 307 1967
 KZ1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1041+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 KZ1041
 KZ1041  HISTORY     - Date     Condition        Report By
 KZ1041  HISTORY     - 1967     MONUMENTED       CGS
 KZ1041  HISTORY     - 1987     GOOD             OHDT
 KZ1041  HISTORY     - 20040528 GOOD             USPSQD
 KZ1041  HISTORY     - 20050915 GOOD             USPSQD
 KZ1041
 KZ1041                          STATION DESCRIPTION
 KZ1041
 KZ1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1041'AT SHELBY.
 KZ1041'AT SHELBY, ABOUT 0.45 MILE NORTH ALONG THE BALTIMORE AND OHIO
 KZ1041'RAILROAD FROM THE STATION, 159 FEET WEST OF THE CENTER OF THE
 KZ1041'CROSSING OF STATE STREET ROAD, SET ON THE TOP OF THE NORTH END
 KZ1041'OF THE EAST ABUTMENT OF A 130-FOOT LONG CONCRETE BRIDGE OVER BLACK
 KZ1041'FORK MOHICAN RIVER, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD
 KZ1041'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 KZ1041
 KZ1041                          STATION RECOVERY (1987)
 KZ1041
 KZ1041'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1041'RECOVERED IN GOOD CONDITION.
 KZ1041
 KZ1041                          STATION RECOVERY (2004)
 KZ1041
 KZ1041'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1041'WITNESS POST MISSING.
 KZ1041
 KZ1041                          STATION RECOVERY (2005)
 KZ1041
 KZ1041'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1590 ***********************************************************************
 KZ1590  DESIGNATION -  G 308
 KZ1590  PID         -  KZ1590
 KZ1590  STATE/COUNTY-  OH/FRANKLIN
 KZ1590  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ1590
 KZ1590                         *CURRENT SURVEY CONTROL
 KZ1590  ___________________________________________________________________
 KZ1590* NAD 83(1986)-  40 06 41.     (N)    083 00 13.     (W)     SCALED    
 KZ1590* NAVD 88     -       281.804  (meters)     924.55   (feet)  ADJUSTED  
 KZ1590  ___________________________________________________________________
 KZ1590  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ1590  DYNAMIC HT  -         281.654 (meters)     924.06  (feet)  COMP
 KZ1590  MODELED GRAV-     980,087.9   (mgal)                       NAVD 88
 KZ1590
 KZ1590  VERT ORDER  -  FIRST     CLASS I
 KZ1590
 KZ1590.The horizontal coordinates were scaled from a topographic map and have
 KZ1590.an estimated accuracy of +/- 6 seconds.
 KZ1590
 KZ1590.The orthometric height was determined by differential leveling
 KZ1590.and adjusted by the National Geodetic Survey in June 1991..
 KZ1590
 KZ1590.The geoid height was determined by GEOID03.
 KZ1590
 KZ1590.The dynamic height is computed by dividing the NAVD 88
 KZ1590.geopotential number by the normal gravity value computed on the
 KZ1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1590.degrees latitude (g = 980.6199 gals.).
 KZ1590
 KZ1590.The modeled gravity was interpolated from observed gravity values.
 KZ1590
 KZ1590;                    North         East    Units  Estimated Accuracy
 KZ1590;SPC OH S     -   234,520.      557,060.      MT  (+/- 180 meters Scaled)
 KZ1590
 KZ1590                          SUPERSEDED SURVEY CONTROL
 KZ1590
 KZ1590  NGVD 29 (??/??/92)  281.965  (m)          925.08   (f) ADJ UNCH    1 1
 KZ1590
 KZ1590.Superseded values are not recommended for survey control.
 KZ1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1590.See file dsdata.txt to determine how the superseded data were derived.
 KZ1590
 KZ1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE292420(NAD 83)
 KZ1590_MARKER: DB = BENCH MARK DISK
 KZ1590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1590_SP_SET: OVERPASS
 KZ1590_STAMPING: G 308 1967
 KZ1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1590
 KZ1590  HISTORY     - Date     Condition        Report By
 KZ1590  HISTORY     - 1967     MONUMENTED       CGS
 KZ1590
 KZ1590                          STATION DESCRIPTION
 KZ1590
 KZ1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1590'1.4 MI N FROM WORTHINGTON.
 KZ1590'ABOUT 1.45 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1590'FROM THE CROSSING OF STATE HIGHWAY 161 AT WORTHINGTON, ABOUT
 KZ1590'0.3 MILE SOUTH OF MILEPOST 128, SET VERTICALLY IN THE EAST
 KZ1590'FACE OF THE SOUTH LEG OF THE EASTBOUND LANE OF I 270 OVERPASS
 KZ1590'OVER THE TRACK, 32 FEET WEST OF THE WEST RAIL OF THE NYCRR,
 KZ1590'26 FEET EAST OF THE EAST RAIL OF THE PENNSYLVANIA RAILROAD,
 KZ1590'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH
 KZ1590'THE NYCRR TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0756 ***********************************************************************
 JY0756  DESIGNATION -  G 309
 JY0756  PID         -  JY0756
 JY0756  STATE/COUNTY-  OH/PICKAWAY
 JY0756  USGS QUAD   -  ASHVILLE (1992)
 JY0756
 JY0756                         *CURRENT SURVEY CONTROL
 JY0756  ___________________________________________________________________
 JY0756* NAD 83(1986)-  39 40 25.     (N)    082 57 24.     (W)     SCALED    
 JY0756* NAVD 88     -       215.326  (meters)     706.45   (feet)  ADJUSTED  
 JY0756  ___________________________________________________________________
 JY0756  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JY0756  DYNAMIC HT  -         215.200 (meters)     706.04  (feet)  COMP
 JY0756  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 JY0756
 JY0756  VERT ORDER  -  FIRST     CLASS I
 JY0756
 JY0756.The horizontal coordinates were scaled from a topographic map and have
 JY0756.an estimated accuracy of +/- 6 seconds.
 JY0756
 JY0756.The orthometric height was determined by differential leveling
 JY0756.and adjusted by the National Geodetic Survey in June 1991..
 JY0756
 JY0756.The geoid height was determined by GEOID03.
 JY0756
 JY0756.The dynamic height is computed by dividing the NAVD 88
 JY0756.geopotential number by the normal gravity value computed on the
 JY0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0756.degrees latitude (g = 980.6199 gals.).
 JY0756
 JY0756.The modeled gravity was interpolated from observed gravity values.
 JY0756
 JY0756;                    North         East    Units  Estimated Accuracy
 JY0756;SPC OH S     -   185,890.      560,820.      MT  (+/- 180 meters Scaled)
 JY0756
 JY0756                          SUPERSEDED SURVEY CONTROL
 JY0756
 JY0756  NGVD 29 (??/??/92)  215.482  (m)          706.96   (f) ADJ UNCH    1 1
 JY0756
 JY0756.Superseded values are not recommended for survey control.
 JY0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0756.See file dsdata.txt to determine how the superseded data were derived.
 JY0756
 JY0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD321933(NAD 83)
 JY0756_MARKER: DB = BENCH MARK DISK
 JY0756_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JY0756_SP_SET: 20.0 FEET
 JY0756_STAMPING: G 309 1967
 JY0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0756
 JY0756  HISTORY     - Date     Condition        Report By
 JY0756  HISTORY     - 1967     MONUMENTED       CGS
 JY0756
 JY0756                          STATION DESCRIPTION
 JY0756
 JY0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0756'3 MI S FROM ASHVILLE.
 JY0756'ABOUT 3.05 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0756'FROM THE STATION AT ASHVILLE, 0.4 MILE NORTH OF MILEPOST 681,
 JY0756'0.7 MILE SOUTH OF THE CAMPBELL ROAD OVERPASS, IN LINE WITH A
 JY0756'ROW OF POWER POLES, 80.3 FEET EAST OF THE EAST RAIL OF THE EAST
 JY0756'TRACK, 66 FEET WEST OF THE WEST RAIL OF THE C AND O RAILWAY,
 JY0756'2 FEET NORTH OF POWER LINE POLE NO. 00383, 160 FEET NORTHEAST
 JY0756'OF AND ACROSS THE C AND O RAILWAY FROM THE C AND O RAILWAY
 JY0756'MILEPOST 76, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JY0756'LEVEL WITH TYHE TRACK AND IS A DISK ON THE TOP OF A COPPER
 JY0756'COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6
 JY0756'INCH METAL PIPE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE
 JY0756'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 20 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0014 ***********************************************************************
 KZ0014  DESIGNATION -  G 31
 KZ0014  PID         -  KZ0014
 KZ0014  STATE/COUNTY-  OH/WAYNE
 KZ0014  USGS QUAD   -  WEST SALEM (1981)
 KZ0014
 KZ0014                         *CURRENT SURVEY CONTROL
 KZ0014  ___________________________________________________________________
 KZ0014* NAD 83(1986)-  40 55 30.     (N)    082 00 44.     (W)     SCALED    
 KZ0014* NAVD 88     -       277.216  (meters)     909.50   (feet)  ADJUSTED  
 KZ0014  ___________________________________________________________________
 KZ0014  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KZ0014  DYNAMIC HT  -         277.093 (meters)     909.10  (feet)  COMP
 KZ0014  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 KZ0014
 KZ0014  VERT ORDER  -  SECOND    CLASS 0
 KZ0014
 KZ0014.The horizontal coordinates were scaled from a topographic map and have
 KZ0014.an estimated accuracy of +/- 6 seconds.
 KZ0014
 KZ0014.The orthometric height was determined by differential leveling
 KZ0014.and adjusted by the National Geodetic Survey in June 1991..
 KZ0014
 KZ0014.The geoid height was determined by GEOID03.
 KZ0014
 KZ0014.The dynamic height is computed by dividing the NAVD 88
 KZ0014.geopotential number by the normal gravity value computed on the
 KZ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0014.degrees latitude (g = 980.6199 gals.).
 KZ0014
 KZ0014.The modeled gravity was interpolated from observed gravity values.
 KZ0014
 KZ0014;                    North         East    Units  Estimated Accuracy
 KZ0014;SPC OH N     -   139,850.      641,080.      MT  (+/- 180 meters Scaled)
 KZ0014
 KZ0014                          SUPERSEDED SURVEY CONTROL
 KZ0014
 KZ0014  NGVD 29 (??/??/92)  277.420  (m)          910.17   (f) ADJ UNCH    2 0
 KZ0014
 KZ0014.Superseded values are not recommended for survey control.
 KZ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0014.See file dsdata.txt to determine how the superseded data were derived.
 KZ0014
 KZ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF147309(NAD 83)
 KZ0014_MARKER: DB = BENCH MARK DISK
 KZ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0014_STAMPING: G 31 1934
 KZ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0014+STABILITY: SURFACE MOTION
 KZ0014
 KZ0014  HISTORY     - Date     Condition        Report By
 KZ0014  HISTORY     - 1934     MONUMENTED       CGS
 KZ0014  HISTORY     - 1959     GOOD             NGS
 KZ0014  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KZ0014
 KZ0014                          STATION DESCRIPTION
 KZ0014
 KZ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0014'0.9 MI N FROM ARMSTRONG.
 KZ0014'ABOUT 0.9 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ0014'THE CROSSING OF COUNTY ROAD 186 AT ARMSTRONG, AT THE CROSSING OF
 KZ0014'ROAD 186, ABOUT 1.0 MILE SOUTH OF CROSSING OF STATE HIGHWAY 604,
 KZ0014'AT RAILROAD BRIDGE NO. 211 AND COUNTY ROAD BRIDGE OVER A SMALL
 KZ0014'CREEK, 29 FEET EAST OF EAST RAIL, 53 FEET SOUTHEAST OF CENTER OF
 KZ0014'CROSSING, 68 FEET SOUTHEAST AND ACROSS ROAD FROM SOUTHEAST CORNER
 KZ0014'OF RAILROAD BRIDGE, 50 FEET SOUTH OF SOUTHWEST CORNER OF ROAD
 KZ0014'BRIDGE, 7 FEET NORTH OF CENTER LINE OF A FARM ROAD TO A CULTIVATED
 KZ0014'FIELD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0014
 KZ0014                          STATION RECOVERY (1987)
 KZ0014
 KZ0014'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1560 ***********************************************************************
 KZ1560  DESIGNATION -  G 310
 KZ1560  PID         -  KZ1560
 KZ1560  STATE/COUNTY-  OH/DELAWARE
 KZ1560  USGS QUAD   -  DELAWARE (1973)
 KZ1560
 KZ1560                         *CURRENT SURVEY CONTROL
 KZ1560  ___________________________________________________________________
 KZ1560* NAD 83(1986)-  40 18 12.     (N)    083 03 28.     (W)     SCALED    
 KZ1560* NAVD 88     -       272.540  (meters)     894.16   (feet)  ADJUSTED  
 KZ1560  ___________________________________________________________________
 KZ1560  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KZ1560  DYNAMIC HT  -         272.399 (meters)     893.70  (feet)  COMP
 KZ1560  MODELED GRAV-     980,099.8   (mgal)                       NAVD 88
 KZ1560
 KZ1560  VERT ORDER  -  FIRST     CLASS I
 KZ1560
 KZ1560.The horizontal coordinates were scaled from a topographic map and have
 KZ1560.an estimated accuracy of +/- 6 seconds.
 KZ1560
 KZ1560.The orthometric height was determined by differential leveling
 KZ1560.and adjusted by the National Geodetic Survey in June 1991..
 KZ1560
 KZ1560.The geoid height was determined by GEOID03.
 KZ1560
 KZ1560.The dynamic height is computed by dividing the NAVD 88
 KZ1560.geopotential number by the normal gravity value computed on the
 KZ1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1560.degrees latitude (g = 980.6199 gals.).
 KZ1560
 KZ1560.The modeled gravity was interpolated from observed gravity values.
 KZ1560
 KZ1560;                    North         East    Units  Estimated Accuracy
 KZ1560;SPC OH N     -    70,850.      552,580.      MT  (+/- 180 meters Scaled)
 KZ1560
 KZ1560                          SUPERSEDED SURVEY CONTROL
 KZ1560
 KZ1560  NGVD 29 (??/??/92)  272.705  (m)          894.70   (f) ADJ UNCH    1 1
 KZ1560
 KZ1560.Superseded values are not recommended for survey control.
 KZ1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1560.See file dsdata.txt to determine how the superseded data were derived.
 KZ1560
 KZ1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE251634(NAD 83)
 KZ1560_MARKER: DB = BENCH MARK DISK
 KZ1560_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ1560_SP_SET: 14.8 FEET
 KZ1560_STAMPING: G 310 1967
 KZ1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1560
 KZ1560  HISTORY     - Date     Condition        Report By
 KZ1560  HISTORY     - 1967     MONUMENTED       CGS
 KZ1560  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KZ1560  HISTORY     - 20041205 POOR             USPSQD
 KZ1560
 KZ1560                          STATION DESCRIPTION
 KZ1560
 KZ1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1560'AT DELAWARE.
 KZ1560'AT DELAWARE, ABOUT 0.2 MILE NORTHEAST ALONG U.S. HIGHWAY 42
 KZ1560'FROM THE NEW YORK CENTRAL RAILROAD STATION, AT THE JUNCTION OF
 KZ1560'THE HIGHWAY (LAKE STREET) AND REID STREET, NEAR THE NORTHWEST
 KZ1560'CORNER OF A CHAIN LINK FENCE AROUND A SMALL POWER SUB-STATION, 60
 KZ1560'FEET SOUTHWEST OF THE CENTER LINE OF REID STREET, 18 FEET SOUTHEAST
 KZ1560'OF THE SOUTHEAST CURB LINE OF THE HIGHWAY, 6.7 FEET NORTHEAST OF A
 KZ1560'FENCE CORNER, 0.4 FOOT NORTHWEST OF THE FENCE LINE, 0.6 FOOT
 KZ1560'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS
 KZ1560'A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH
 KZ1560'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH METAL
 KZ1560'PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 KZ1560'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 14.8 FEET.
 KZ1560
 KZ1560                          STATION RECOVERY (1990)
 KZ1560
 KZ1560'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1560'MARK NOT FOUND.
 KZ1560
 KZ1560                          STATION RECOVERY (2004)
 KZ1560
 KZ1560'RECOVERY NOTE BY US POWER SQUADRON 2004
 KZ1560'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1516 ***********************************************************************
 HY1516  DESIGNATION -  G 311
 HY1516  PID         -  HY1516
 HY1516  STATE/COUNTY-  OH/SCIOTO
 HY1516  USGS QUAD   -  WAKEFIELD (1986)
 HY1516
 HY1516                         *CURRENT SURVEY CONTROL
 HY1516  ___________________________________________________________________
 HY1516* NAD 83(1986)-  38 54 41.     (N)    083 00 39.     (W)     SCALED    
 HY1516* NAVD 88     -       170.331  (meters)     558.83   (feet)  ADJUSTED  
 HY1516  ___________________________________________________________________
 HY1516  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 HY1516  DYNAMIC HT  -         170.226 (meters)     558.48  (feet)  COMP
 HY1516  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 HY1516
 HY1516  VERT ORDER  -  FIRST     CLASS I
 HY1516
 HY1516.The horizontal coordinates were scaled from a topographic map and have
 HY1516.an estimated accuracy of +/- 6 seconds.
 HY1516
 HY1516.The orthometric height was determined by differential leveling
 HY1516.and adjusted by the National Geodetic Survey in June 1991..
 HY1516
 HY1516.The geoid height was determined by GEOID03.
 HY1516
 HY1516.The dynamic height is computed by dividing the NAVD 88
 HY1516.geopotential number by the normal gravity value computed on the
 HY1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1516.degrees latitude (g = 980.6199 gals.).
 HY1516
 HY1516.The modeled gravity was interpolated from observed gravity values.
 HY1516
 HY1516;                    North         East    Units  Estimated Accuracy
 HY1516;SPC OH S     -   101,300.      555,700.      MT  (+/- 180 meters Scaled)
 HY1516
 HY1516                          SUPERSEDED SURVEY CONTROL
 HY1516
 HY1516  NGVD 29 (??/??/92)  170.511  (m)          559.42   (f) ADJ UNCH    1 1
 HY1516
 HY1516.Superseded values are not recommended for survey control.
 HY1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1516.See file dsdata.txt to determine how the superseded data were derived.
 HY1516
 HY1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD256088(NAD 83)
 HY1516_MARKER: DB = BENCH MARK DISK
 HY1516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1516_SP_SET: ABUTMENT
 HY1516_STAMPING: G 311 1967
 HY1516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1516
 HY1516  HISTORY     - Date     Condition        Report By
 HY1516  HISTORY     - 1967     MONUMENTED       CGS
 HY1516
 HY1516                          STATION DESCRIPTION
 HY1516
 HY1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1516'2.4 MI N FROM LUCASVILLE.
 HY1516'ABOUT 2.4 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1516'FROM THE STATION AT LUCASVILLE, ABOUT 4.3 MILES SOUTH OF THE
 HY1516'BRIDGE OVER SALT CREEK AT WAKEFIELD, SET ON THE TOP OF THE EAST
 HY1516'END OF THE NORTH CONCRETE ABUTMENT OF AN OVERPASS OVER FAIRGROUND
 HY1516'ROAD, 7 FEET EAST OF THE EAST RAIL AND 1 FOOT ABOVE THE LEVEL
 HY1516'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0554 ***********************************************************************
 MC0554  DESIGNATION -  G 312
 MC0554  PID         -  MC0554
 MC0554  STATE/COUNTY-  OH/WOOD
 MC0554  USGS QUAD   -  BLOOMDALE (1972)
 MC0554
 MC0554                         *CURRENT SURVEY CONTROL
 MC0554  ___________________________________________________________________
 MC0554* NAD 83(1986)-  41 10 08.     (N)    083 33 17.     (W)     SCALED    
 MC0554* NAVD 88     -       228.169  (meters)     748.58   (feet)  POSTED    
 MC0554  ___________________________________________________________________
 MC0554  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0554  DYNAMIC HT  -         228.070 (meters)     748.26  (feet)  COMP
 MC0554  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 MC0554
 MC0554  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MC0554
 MC0554.The horizontal coordinates were scaled from a topographic map and have
 MC0554.an estimated accuracy of +/- 6 seconds.
 MC0554
 MC0554.The orthometric height was determined by differential leveling
 MC0554.and adjusted by the National Geodetic Survey in 1992..
 MC0554.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MC0554.rate of 1.1 thru 2.0 mm/km.
 MC0554
 MC0554.The geoid height was determined by GEOID03.
 MC0554
 MC0554.The dynamic height is computed by dividing the NAVD 88
 MC0554.geopotential number by the normal gravity value computed on the
 MC0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0554.degrees latitude (g = 980.6199 gals.).
 MC0554
 MC0554.The modeled gravity was interpolated from observed gravity values.
 MC0554
 MC0554;                    North         East    Units  Estimated Accuracy
 MC0554;SPC OH N     -   167,350.      511,500.      MT  (+/- 180 meters Scaled)
 MC0554
 MC0554                          SUPERSEDED SURVEY CONTROL
 MC0554
 MC0554  NGVD 29 (01/19/93)  228.358  (m)          749.20   (f) ADJUSTED    1 1
 MC0554
 MC0554.Superseded values are not recommended for survey control.
 MC0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0554.See file dsdata.txt to determine how the superseded data were derived.
 MC0554
 MC0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF856606(NAD 83)
 MC0554_MARKER: DB = BENCH MARK DISK
 MC0554_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MC0554_SP_SET: COPPER-CLAD STEEL ROD
 MC0554_STAMPING: G 312 1968
 MC0554_MARK LOGO: CGS   
 MC0554_PROJECTION: PROJECTING 20 CENTIMETERS
 MC0554_MAGNETIC: I = MARKER IS A STEEL ROD
 MC0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0554+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0554_ROD/PIPE-DEPTH: 4.9  meters
 MC0554
 MC0554  HISTORY     - Date     Condition        Report By
 MC0554  HISTORY     - 1968     MONUMENTED       CGS
 MC0554  HISTORY     - 1983     GOOD             LOCSUR
 MC0554  HISTORY     - 19921022 GOOD             NGS
 MC0554
 MC0554                          STATION DESCRIPTION
 MC0554
 MC0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0554'AT BLOOMDALE.
 MC0554'AT BLOOMDALE, ALONG THE BALTIMORE AND OHIO RAILROAD, 89 1/2
 MC0554'FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 18
 MC0554'(MAIN STREET) 88 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MC0554'21.3 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 19
 MC0554'FEET NORTH OF THE CENTER LINE OF HAMM STREET, 4 FEET WEST OF
 MC0554'MILEAGE POLE 44-09, IN LINE WITH A ROW OF POLES, 0.6 FOOT WEST
 MC0554'OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK
 MC0554'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING
 MC0554'2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4
 MC0554'INCH METAL PIPE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL OF THE
 MC0554'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
 MC0554
 MC0554                          STATION RECOVERY (1983)
 MC0554
 MC0554'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0554'RECOVERED IN GOOD CONDITION.
 MC0554
 MC0554                          STATION RECOVERY (1992)
 MC0554
 MC0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0554'IN BLOOMDALE, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 MC0554'MAIN STREET, 27.3 M (89.6 FT)  WEST OF THE STREET CENTER, 6.6 M
 MC0554'(21.7 FT)  SOUTH OF THE NEAR RAIL, 1.1 M (3.6 FT)  WEST OF A UTILITY
 MC0554'POLE WITH 2 GUY CABLES, 0.6 M (2.0 FT)  BELOW THE LEVEL OF THE TRACK,
 MC0554'AND 0.2 M (0.7 FT)  EAST OF A WITNESS POST. NOTE--THE DISK IS ENCASED
 MC0554'IN A 4-INCH METAL PIPE AND PROJECTS 0.15 M (0.49 FT)  ABOVE THE
 MC0554'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0096 ***********************************************************************
 MD0096  DESIGNATION -  G 314
 MD0096  PID         -  MD0096
 MD0096  STATE/COUNTY-  OH/PUTNAM
 MD0096  USGS QUAD   -  MILLER CITY (1973)
 MD0096
 MD0096                         *CURRENT SURVEY CONTROL
 MD0096  ___________________________________________________________________
 MD0096* NAD 83(1986)-  41 05 37.     (N)    084 07 54.     (W)     SCALED    
 MD0096* NAVD 88     -       222.392  (meters)     729.63   (feet)  ADJUSTED  
 MD0096  ___________________________________________________________________
 MD0096  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 MD0096  DYNAMIC HT  -         222.288 (meters)     729.29  (feet)  COMP
 MD0096  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 MD0096
 MD0096  VERT ORDER  -  FIRST     CLASS I
 MD0096
 MD0096.The horizontal coordinates were scaled from a topographic map and have
 MD0096.an estimated accuracy of +/- 6 seconds.
 MD0096
 MD0096.The orthometric height was determined by differential leveling
 MD0096.and adjusted by the National Geodetic Survey in June 1991..
 MD0096
 MD0096.The geoid height was determined by GEOID03.
 MD0096
 MD0096.The dynamic height is computed by dividing the NAVD 88
 MD0096.geopotential number by the normal gravity value computed on the
 MD0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0096.degrees latitude (g = 980.6199 gals.).
 MD0096
 MD0096.The modeled gravity was interpolated from observed gravity values.
 MD0096
 MD0096;                    North         East    Units  Estimated Accuracy
 MD0096;SPC OH N     -   159,740.      462,930.      MT  (+/- 180 meters Scaled)
 MD0096
 MD0096                          SUPERSEDED SURVEY CONTROL
 MD0096
 MD0096  NGVD 29 (??/??/92)  222.575  (m)          730.23   (f) ADJ UNCH    1 1
 MD0096
 MD0096.Superseded values are not recommended for survey control.
 MD0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0096.See file dsdata.txt to determine how the superseded data were derived.
 MD0096
 MD0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL409531(NAD 83)
 MD0096_MARKER: DB = BENCH MARK DISK
 MD0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0096_SP_SET: ABUTMENT
 MD0096_STAMPING: G 314 1968
 MD0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0096
 MD0096  HISTORY     - Date     Condition        Report By
 MD0096  HISTORY     - 1968     MONUMENTED       CGS
 MD0096  HISTORY     - 19921007 MARK NOT FOUND   NGS
 MD0096
 MD0096                          STATION DESCRIPTION
 MD0096
 MD0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0096'7.6 MI W FROM LEIPSIC.
 MD0096'ABOUT 7.55 MILES WEST ALONG STATE HIGHWAY 113 FROM THE CROSSING
 MD0096'OF THE DETROIT, TOLEDO AND IRONTON RAILROAD AT LEIPSIC, AT THE
 MD0096'INTERSECTION OF STATE HIGHWAY 108, SET ON THE TOP OF THE NORTH
 MD0096'END OF THE WEST CONCRETE ABUTMENT OF A 24-FOOT BRIDGE OVER MILLER
 MD0096'CITY CUTOFF, 37 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 MD0096'108, 18 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 113 AND
 MD0096'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAYS.  IN SECTION 25, R 6
 MD0096'E, T 2 N.  NOTE-- MARK MAY BE REACHED BY GOING 0.55 SOUTH ALONG
 MD0096'STATE HIGHWAY 108 FROM THE CROSSING OF THE NORFOLK AND WESTERN
 MD0096'RAILWAY AT MILLER CITY.
 MD0096
 MD0096                          STATION RECOVERY (1992)
 MD0096
 MD0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0096'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1984 ***********************************************************************
 MD1984  DESIGNATION -  G 314 RESET
 MD1984  PID         -  MD1984
 MD1984  STATE/COUNTY-  OH/PUTNAM
 MD1984  USGS QUAD   -  MILLER CITY (1973)
 MD1984
 MD1984                         *CURRENT SURVEY CONTROL
 MD1984  ___________________________________________________________________
 MD1984* NAD 83(1986)-  41 05 37.     (N)    084 07 54.     (W)     SCALED    
 MD1984* NAVD 88     -       222.493  (meters)     729.96   (feet)  ADJUSTED  
 MD1984  ___________________________________________________________________
 MD1984  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 MD1984  DYNAMIC HT  -         222.389 (meters)     729.62  (feet)  COMP
 MD1984  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 MD1984
 MD1984  VERT ORDER  -  FIRST     CLASS II
 MD1984
 MD1984.The horizontal coordinates were scaled from a topographic map and have
 MD1984.an estimated accuracy of +/- 6 seconds.
 MD1984
 MD1984.The orthometric height was determined by differential leveling
 MD1984.and adjusted by the National Geodetic Survey in April 1995..
 MD1984
 MD1984.The geoid height was determined by GEOID03.
 MD1984
 MD1984.The dynamic height is computed by dividing the NAVD 88
 MD1984.geopotential number by the normal gravity value computed on the
 MD1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1984.degrees latitude (g = 980.6199 gals.).
 MD1984
 MD1984.The modeled gravity was interpolated from observed gravity values.
 MD1984
 MD1984;                    North         East    Units  Estimated Accuracy
 MD1984;SPC OH N     -   159,740.      462,930.      MT  (+/- 180 meters Scaled)
 MD1984
 MD1984                          SUPERSEDED SURVEY CONTROL
 MD1984
 MD1984  NGVD 29 (01/19/93)  222.677  (m)          730.57   (f) ADJUSTED    1 2
 MD1984
 MD1984.Superseded values are not recommended for survey control.
 MD1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1984.See file dsdata.txt to determine how the superseded data were derived.
 MD1984
 MD1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL409531(NAD 83)
 MD1984_MARKER: DV = VERTICAL CONTROL DISK
 MD1984_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD1984_SP_SET: ABUTMENT
 MD1984_STAMPING: G 314 RESET 1988
 MD1984_MARK LOGO: NGS   
 MD1984_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1984+STABILITY: SURFACE MOTION
 MD1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1984+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD1984
 MD1984  HISTORY     - Date     Condition        Report By
 MD1984  HISTORY     - 1988     MONUMENTED       NGS
 MD1984  HISTORY     - 19921020 GOOD             NGS
 MD1984
 MD1984                          STATION DESCRIPTION
 MD1984
 MD1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1984'11.3 KM (7.00 MI) EASTERLY ALONG STATE HIGHWAY 613 FROM THE JUNCTION
 MD1984'OF MAIN STREET IN CONTINENTAL, IN TOP OF AND 1.5 M (4.9 FT) SOUTH OF
 MD1984'THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A BRIDGE SPANNING A
 MD1984'CREEK, 13.6 M (44.6 FT) EAST OF THE CENTER OF STATE HIGHWAY 108, AND
 MD1984'6.4 M (21.0 FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0243 ***********************************************************************
 MD0243  DESIGNATION -  G 315
 MD0243  PID         -  MD0243
 MD0243  STATE/COUNTY-  OH/PAULDING
 MD0243  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0243
 MD0243                         *CURRENT SURVEY CONTROL
 MD0243  ___________________________________________________________________
 MD0243* NAD 83(1986)-  41 04 38.     (N)    084 45 56.     (W)     SCALED    
 MD0243* NAVD 88     -       229.048  (meters)     751.47   (feet)  ADJUSTED  
 MD0243  ___________________________________________________________________
 MD0243  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MD0243  DYNAMIC HT  -         228.953 (meters)     751.16  (feet)  COMP
 MD0243  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 MD0243
 MD0243  VERT ORDER  -  FIRST     CLASS I
 MD0243
 MD0243.The horizontal coordinates were scaled from a topographic map and have
 MD0243.an estimated accuracy of +/- 6 seconds.
 MD0243
 MD0243.The orthometric height was determined by differential leveling
 MD0243.and adjusted by the National Geodetic Survey in June 1991..
 MD0243
 MD0243.The geoid height was determined by GEOID03.
 MD0243
 MD0243.The dynamic height is computed by dividing the NAVD 88
 MD0243.geopotential number by the normal gravity value computed on the
 MD0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0243.degrees latitude (g = 980.6199 gals.).
 MD0243
 MD0243.The modeled gravity was interpolated from observed gravity values.
 MD0243
 MD0243;                    North         East    Units  Estimated Accuracy
 MD0243;SPC OH N     -   159,110.      409,640.      MT  (+/- 180 meters Scaled)
 MD0243
 MD0243                          SUPERSEDED SURVEY CONTROL
 MD0243
 MD0243  NGVD 29 (01/19/93)  229.203  (m)          751.98   (f) ADJUSTED    1 1
 MD0243
 MD0243.Superseded values are not recommended for survey control.
 MD0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0243.See file dsdata.txt to determine how the superseded data were derived.
 MD0243
 MD0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL877497(NAD 83)
 MD0243_MARKER: DB = BENCH MARK DISK
 MD0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0243_SP_SET: CONCRETE POST
 MD0243_STAMPING: G 315 1968
 MD0243_MARK LOGO: CGS   
 MD0243_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0243+STABILITY: SURFACE MOTION
 MD0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0243+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 MD0243
 MD0243  HISTORY     - Date     Condition        Report By
 MD0243  HISTORY     - 1968     MONUMENTED       CGS
 MD0243  HISTORY     - 19921019 GOOD             NGS
 MD0243
 MD0243                          STATION DESCRIPTION
 MD0243
 MD0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0243'2 MI W FROM PAYNE.
 MD0243'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 113 FROM THE JUNCTION OF
 MD0243'STATE HIGHWAY 49 AT PAYNE, NEAR THE JUNCTION OF HARRISON
 MD0243'TOWNSHIP ROAD NO. 21 LEADING SOUTH, 60 FEET SOUTHEAST OF THE
 MD0243'CENTER OF THE JUNCTION, 54 FEET SOUTH OF THE CENTER LINE OF THE
 MD0243'HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 17.0 FEET
 MD0243'SOUTHEAST OF THE EAST END OF A 3-FOOT CONCRETE PIPE CULVERT UNDER
 MD0243'THE ROAD SOUTH, 13 FEET NORTH OF A TELEPHONE POLE, 2 FEET WEST
 MD0243'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 MD0243'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 MD0243'LEVEL OF THE GROUND.  IN SECTION 4, R1E, T1N.  NOTE-- MARK MAY
 MD0243'BE REACHED BY GOING 2.0 MILES EAST ALONG STATE HIGHWAY 113 FROM
 MD0243'THE INTERSECTION OF STATE LINE ROAD (OHIO-INDIANA) AT EDGERTON,
 MD0243'ALLEN COUNTY, INDIANA.
 MD0243
 MD0243                          STATION RECOVERY (1992)
 MD0243
 MD0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0243'3.6 KM (2.25 MI) WESTERLY ALONG STATE HIGHWAY 631 FROM THE POST
 MD0243'OFFICE IN PAYNE, 16.3 M (53.5 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MD0243'6.9 M (22.6 FT) EAST OF THE CENTER OF COUNTY ROAD 21, 3.5 M (11.5 FT)
 MD0243'NORTH OF UNDERGROUND CABLE JUNCTION BOX NUMBER 1103 1A, 1.3 M (4.3
 MD0243'FT) SOUTHEAST OF A WITNESS POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 MD0243'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 MD0243'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1029 ***********************************************************************
 MC1029  DESIGNATION -  G 316
 MC1029  PID         -  MC1029
 MC1029  STATE/COUNTY-  OH/WOOD
 MC1029  USGS QUAD   -  WALBRIDGE (1994)
 MC1029
 MC1029                         *CURRENT SURVEY CONTROL
 MC1029  ___________________________________________________________________
 MC1029* NAD 83(1986)-  41 36 31.     (N)    083 29 32.     (W)     SCALED    
 MC1029* NAVD 88     -       186.915  (meters)     613.24   (feet)  ADJUSTED  
 MC1029  ___________________________________________________________________
 MC1029  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 MC1029  DYNAMIC HT  -         186.842 (meters)     613.00  (feet)  COMP
 MC1029  MODELED GRAV-     980,228.8   (mgal)                       NAVD 88
 MC1029
 MC1029  VERT ORDER  -  FIRST     CLASS II
 MC1029
 MC1029.The horizontal coordinates were scaled from a topographic map and have
 MC1029.an estimated accuracy of +/- 6 seconds.
 MC1029
 MC1029.The orthometric height was determined by differential leveling
 MC1029.and adjusted by the National Geodetic Survey in June 1991..
 MC1029
 MC1029.The geoid height was determined by GEOID03.
 MC1029
 MC1029.The dynamic height is computed by dividing the NAVD 88
 MC1029.geopotential number by the normal gravity value computed on the
 MC1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1029.degrees latitude (g = 980.6199 gals.).
 MC1029
 MC1029.The modeled gravity was interpolated from observed gravity values.
 MC1029
 MC1029;                    North         East    Units  Estimated Accuracy
 MC1029;SPC OH N     -   216,120.      517,300.      MT  (+/- 180 meters Scaled)
 MC1029
 MC1029                          SUPERSEDED SURVEY CONTROL
 MC1029
 MC1029  NGVD 29 (06/03/92)  187.111  (m)          613.88   (f) ADJUSTED    1 2
 MC1029
 MC1029.Superseded values are not recommended for survey control.
 MC1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1029.See file dsdata.txt to determine how the superseded data were derived.
 MC1029
 MC1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG923093(NAD 83)
 MC1029_MARKER: I = METAL ROD
 MC1029_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC1029_SP_SET: STAINLESS STEEL ROD
 MC1029_STAMPING: G 316 1980
 MC1029_PROJECTION: FLUSH
 MC1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1029+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 MC1029_ROD/PIPE-DEPTH: 7.7  meters
 MC1029
 MC1029  HISTORY     - Date     Condition        Report By
 MC1029  HISTORY     - 1980     MONUMENTED       NGS
 MC1029  HISTORY     - 20040728 GOOD             OHDT
 MC1029
 MC1029                          STATION DESCRIPTION
 MC1029
 MC1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1029'5.2 KM SE FROM TOLEDO.
 MC1029'5.2 KILOMETERS (3.25 MILES) SOUTHEAST ALONG THE PENN CENTRAL RAILROAD
 MC1029'FROM THE UNION STATION IN TOLEDO, NEAR THE JUNCTION OF WALES ROAD, AT
 MC1029'THE NORTHWOOD VENDING COMPANY BUILDING (A 1-STORY BLOCK BUILDING, 35.1
 MC1029'METERS(115.0 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 11.1
 MC1029'METERS (36.4 FEET) NORTH OF THE CENTER LINE OF WALES ROAD, 52.7 METERS
 MC1029'(173 FEET) EAST OF THE CENTER LINE OF DROUILLARD ROAD, 1.12 METERS
 MC1029'(3.5 FEET) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 MC1029'THE MARK IS ABOVE LEVEL WITH ROADS.
 MC1029
 MC1029                          STATION RECOVERY (2004)
 MC1029
 MC1029'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1003 ***********************************************************************
 MC1003  DESIGNATION -  G 317
 MC1003  PID         -  MC1003
 MC1003  STATE/COUNTY-  OH/OTTAWA
 MC1003  USGS QUAD   -  PORT CLINTON (1969)
 MC1003
 MC1003                         *CURRENT SURVEY CONTROL
 MC1003  ___________________________________________________________________
 MC1003* NAD 83(1986)-  41 31 17.     (N)    082 57 36.     (W)     SCALED    
 MC1003* NAVD 88     -       176.270  (meters)     578.31   (feet)  ADJUSTED  
 MC1003  ___________________________________________________________________
 MC1003  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 MC1003  DYNAMIC HT  -         176.198 (meters)     578.08  (feet)  COMP
 MC1003  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 MC1003
 MC1003  VERT ORDER  -  FIRST     CLASS II
 MC1003
 MC1003.The horizontal coordinates were scaled from a topographic map and have
 MC1003.an estimated accuracy of +/- 6 seconds.
 MC1003
 MC1003.The orthometric height was determined by differential leveling
 MC1003.and adjusted by the National Geodetic Survey in June 1991..
 MC1003
 MC1003.The geoid height was determined by GEOID03.
 MC1003
 MC1003.The dynamic height is computed by dividing the NAVD 88
 MC1003.geopotential number by the normal gravity value computed on the
 MC1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1003.degrees latitude (g = 980.6199 gals.).
 MC1003
 MC1003.The modeled gravity was interpolated from observed gravity values.
 MC1003
 MC1003;                    North         East    Units  Estimated Accuracy
 MC1003;SPC OH N     -   206,060.      561,610.      MT  (+/- 180 meters Scaled)
 MC1003
 MC1003                          SUPERSEDED SURVEY CONTROL
 MC1003
 MC1003  NGVD 29 (06/03/92)  176.478  (m)          578.99   (f) ADJUSTED    1 2
 MC1003
 MC1003.Superseded values are not recommended for survey control.
 MC1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1003.See file dsdata.txt to determine how the superseded data were derived.
 MC1003
 MC1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF364984(NAD 83)
 MC1003_MARKER: I = METAL ROD
 MC1003_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC1003_SP_SET: STAINLESS STEEL ROD
 MC1003_STAMPING: G 317 1980
 MC1003_PROJECTION: FLUSH
 MC1003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1003_ROD/PIPE-DEPTH: 4.0  meters
 MC1003
 MC1003  HISTORY     - Date     Condition        Report By
 MC1003  HISTORY     - 1980     MONUMENTED       NGS
 MC1003  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 MC1003  HISTORY     - 20040729 MARK NOT FOUND   OHDT
 MC1003
 MC1003                          STATION DESCRIPTION
 MC1003
 MC1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1003'1.6 KM NW FROM PORT CLINTON.
 MC1003'1.6 KILOMETERS (1.0 MILE) NORTHWEST ALONG STATE HIGHWAY 163 FROM THE
 MC1003'NORTH END OF THE BRIDGE OVER PORTAGE RIVER IN PORT CLINTON, 0.16
 MC1003'KILOMETERS (0.10 MILE) WEST OF THE Y-JUNCTION OF RICHEY ROAD, AT MOOSE
 MC1003'LODGE 1610, 27.0 METERS (88.5 FEET) NORTH OF THE CENTER LINE OF THE
 MC1003'HIGHWAY, 16.35 METERS (53.6 FEET) NORTHWEST OF THE SOUTHWEST CORNER
 MC1003'OF THE LODGE BUILDING, 0.6 METERS (2.0 FEET) NORTHWEST OF THE
 MC1003'SOUTHWEST CORNER OF A 6-FOOT CHAIN LINK FENCE AROUND THE SEWER SYSTEM.
 MC1003'NOTE-ROD DRIVEN TO REFUSAL AT 4 METERS.
 MC1003'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MC1003
 MC1003                          STATION RECOVERY (2004)
 MC1003
 MC1003'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC1003'PARKING LOT WAS BLACKTOPPED IN 1990 THERE IS NO EVIDENCE OF A SEWER
 MC1003'SYSTEM ENCLOSED BY A CHAIN LINK FENCE PRESENTLY, APPARENTLY MARK
 MC1003'REMOVED OR COVERED OVER.
 MC1003
 MC1003                          STATION RECOVERY (2004)
 MC1003
 MC1003'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1003'REFERENCE TIES PLOT TO PAVED AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0958 ***********************************************************************
 MC0958  DESIGNATION -  G 318
 MC0958  PID         -  MC0958
 MC0958  STATE/COUNTY-  OH/ERIE
 MC0958  USGS QUAD   -  SANDUSKY (1969)
 MC0958
 MC0958                         *CURRENT SURVEY CONTROL
 MC0958  ___________________________________________________________________
 MC0958* NAD 83(1986)-  41 25 28.     (N)    082 42 03.     (W)     SCALED    
 MC0958* NAVD 88     -       182.383  (meters)     598.37   (feet)  ADJUSTED  
 MC0958  ___________________________________________________________________
 MC0958  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC0958  DYNAMIC HT  -         182.307 (meters)     598.12  (feet)  COMP
 MC0958  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 MC0958
 MC0958  VERT ORDER  -  FIRST     CLASS II
 MC0958
 MC0958.The horizontal coordinates were scaled from a topographic map and have
 MC0958.an estimated accuracy of +/- 6 seconds.
 MC0958
 MC0958.The orthometric height was determined by differential leveling
 MC0958.and adjusted by the National Geodetic Survey in June 1991..
 MC0958
 MC0958.The geoid height was determined by GEOID03.
 MC0958
 MC0958.The dynamic height is computed by dividing the NAVD 88
 MC0958.geopotential number by the normal gravity value computed on the
 MC0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0958.degrees latitude (g = 980.6199 gals.).
 MC0958
 MC0958.The modeled gravity was interpolated from observed gravity values.
 MC0958
 MC0958;                    North         East    Units  Estimated Accuracy
 MC0958;SPC OH N     -   195,220.      583,210.      MT  (+/- 180 meters Scaled)
 MC0958
 MC0958                          SUPERSEDED SURVEY CONTROL
 MC0958
 MC0958  NGVD 29 (06/03/92)  182.603  (m)          599.09   (f) ADJUSTED    1 2
 MC0958
 MC0958.Superseded values are not recommended for survey control.
 MC0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0958.See file dsdata.txt to determine how the superseded data were derived.
 MC0958
 MC0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF578872(NAD 83)
 MC0958_MARKER: I = METAL ROD
 MC0958_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC0958+WITH SETTING: INFORMATION.
 MC0958_SP_SET: SHALLOW SET METAL ROD
 MC0958_STAMPING: G 318 1980
 MC0958_PROJECTION: FLUSH
 MC0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0958_ROD/PIPE-DEPTH: 2.7  meters
 MC0958
 MC0958  HISTORY     - Date     Condition        Report By
 MC0958  HISTORY     - 1980     MONUMENTED       NGS
 MC0958  HISTORY     - 20040818 MARK NOT FOUND   OHDT
 MC0958
 MC0958                          STATION DESCRIPTION
 MC0958
 MC0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0958'1.6 KM SOUTH FROM SANDUSKY.
 MC0958'1.6 KILOMETERS (1.0 MILE) SOUTH ALONG BALTIMORE AND OHIO RAILROAD
 MC0958'FROM THE CROSSING OF THE PENN CENTRAL RAILROAD IN SANDUSKY, THENCE
 MC0958'0.08 KILOMETERS (0.05 MILE) EAST ALONG BELL AVENUE, AT THE NORTHWEST
 MC0958'CORNER OF A 7-FOOT CHAIN LINK FENCE AROUND STRICKFADENS GARDEN CENTER,
 MC0958'10.2 METERS (33.5 FEET) SOUTH OF THE CENTER LINE OF THE AVENUEM ,
 MC0958'6.5 METERS (21.3 FEET) SOUTHEAST OF A UTILITY POLE, 1.15 METERS (3.8
 MC0958'FEET) NORTH OF THE FENCE CORNER.
 MC0958'NOTE-THE ROD WAS DRIVEN TO REFUSAL AT 2.7 METERS.
 MC0958'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MC0958'THE MARK IS 0.0 BELOW BELL AVENUE.
 MC0958
 MC0958                          STATION RECOVERY (2004)
 MC0958
 MC0958'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0958'RAILROAD IS ABANDONED AND REMOVED
 MC0958'GARDEN CENTER IS NO LONGER AT THIS LOCATION
 MC0958'NO FENCE FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0915 ***********************************************************************
 MC0915  DESIGNATION -  G 319
 MC0915  PID         -  MC0915
 MC0915  STATE/COUNTY-  OH/LORAIN
 MC0915  USGS QUAD   -  LORAIN (1979)
 MC0915
 MC0915                         *CURRENT SURVEY CONTROL
 MC0915  ___________________________________________________________________
 MC0915* NAD 83(1986)-  41 26 07.     (N)    082 14 55.     (W)     SCALED    
 MC0915* NAVD 88     -       178.107  (meters)     584.34   (feet)  ADJUSTED  
 MC0915  ___________________________________________________________________
 MC0915  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 MC0915  DYNAMIC HT  -         178.037 (meters)     584.11  (feet)  COMP
 MC0915  MODELED GRAV-     980,222.0   (mgal)                       NAVD 88
 MC0915
 MC0915  VERT ORDER  -  FIRST     CLASS II
 MC0915
 MC0915.The horizontal coordinates were scaled from a topographic map and have
 MC0915.an estimated accuracy of +/- 6 seconds.
 MC0915
 MC0915.The orthometric height was determined by differential leveling
 MC0915.and adjusted by the National Geodetic Survey in June 1991..
 MC0915
 MC0915.The geoid height was determined by GEOID03.
 MC0915
 MC0915.The dynamic height is computed by dividing the NAVD 88
 MC0915.geopotential number by the normal gravity value computed on the
 MC0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0915.degrees latitude (g = 980.6199 gals.).
 MC0915
 MC0915.The modeled gravity was interpolated from observed gravity values.
 MC0915
 MC0915;                    North         East    Units  Estimated Accuracy
 MC0915;SPC OH N     -   196,430.      621,010.      MT  (+/- 180 meters Scaled)
 MC0915
 MC0915                          SUPERSEDED SURVEY CONTROL
 MC0915
 MC0915  NGVD 29 (06/03/92)  178.346  (m)          585.12   (f) ADJUSTED    1 2
 MC0915
 MC0915.Superseded values are not recommended for survey control.
 MC0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0915.See file dsdata.txt to determine how the superseded data were derived.
 MC0915
 MC0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF956878(NAD 83)
 MC0915_MARKER: I = METAL ROD
 MC0915_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0915_SP_SET: STAINLESS STEEL ROD
 MC0915_STAMPING: G 319 1980
 MC0915_MARK LOGO: NGS   
 MC0915_PROJECTION: FLUSH
 MC0915_MAGNETIC: I = MARKER IS A STEEL ROD
 MC0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0915+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 MC0915_ROD/PIPE-DEPTH: 5.1  meters
 MC0915
 MC0915  HISTORY     - Date     Condition        Report By
 MC0915  HISTORY     - 1980     MONUMENTED       NGS
 MC0915  HISTORY     - 19950330 GOOD             NGS
 MC0915  HISTORY     - 20040819 GOOD             OHDT
 MC0915
 MC0915                          STATION DESCRIPTION
 MC0915
 MC0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0915'9.5 KM EAST FROM VERMILION.
 MC0915'9.5 KILOMETERS (5.9 MILES) EAST ALONG US HIGHWAY 6 FROM THE WEST END
 MC0915'OF THE BRIDGE OVER VERMILION RIVER IN VERMILION, AT THE T-JUNCTION OF
 MC0915'OAK POINT ROAD, MARK CAN ALSO BE REACHED BY GOING 7.2 KILOMETERS
 MC0915'(4.5 MILES) SOUTHWEST ALONG US HIGHWAY 6 FROM THE SOUTHWEST END OF THE
 MC0915'BRIDGE OVER BLACK RIVER IN LORAIN, 23.5 METERS (76.0 FEET) SOUTHEAST
 MC0915'OF THE CENTER LINE OF THE EASTBOUND LANES OF THE HIGHWAY, 13.4 METERS
 MC0915'(44.0 FEET) SOUTHWEST OF THE CENTER OF OAK POINT ROAD, 9.1 METER
 MC0915'(29.8 FEET) EAST-SOUTHEAST OF A FIRE HYDRANT, 6.8 METERS (22.3 FEET)
 MC0915'SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES AND AN ELECTRICAL METER
 MC0915'BOX, 2.05 METERS (6.8 FEET) NORTHWEST OF POWER POLE NUMBER 39DG3 96.
 MC0915'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MC0915
 MC0915                          STATION RECOVERY (1995)
 MC0915
 MC0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 MC0915'4.7 KM (2.90 MI) WESTERLY ALONG U.S.  HIGHWAY 6 FROM THE JUNCTION OF
 MC0915'STATE HIGHWAY 58 IN LORAIN, 23.6 M (77.4 FT) SOUTHEAST OF THE
 MC0915'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 12.7 M (41.7 FT)
 MC0915'SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF OAK POINT ROAD, 9.1 M
 MC0915'(29.9 FT) SOUTHEAST OF A FIRE HYDRANT, 6.5 M (21.3 FT) SOUTHEAST OF
 MC0915'UTILITY POLE NUMBER 39DG 3-25, 3.3 M (10.8 FT) NORTHWEST OF A UTILITY
 MC0915'POLE WITH 3 TRANSFORMERS, AND 1.0 M (3.3 FT) NORTHEAST OF A FENCE.
 MC0915'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MC0915
 MC0915                          STATION RECOVERY (2004)
 MC0915
 MC0915'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0915'CHAINLINK FENCE HAS BEEN REMOVED.
 MC0915'GRASSY AREA IS NOW BOAT SALES AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0704 ***********************************************************************
 KZ0704  DESIGNATION -  G 32
 KZ0704  PID         -  KZ0704
 KZ0704  STATE/COUNTY-  OH/COSHOCTON
 KZ0704  USGS QUAD   -  WARSAW (1987)
 KZ0704
 KZ0704                         *CURRENT SURVEY CONTROL
 KZ0704  ___________________________________________________________________
 KZ0704* NAD 83(1986)-  40 20 01.     (N)    082 00 13.     (W)     SCALED    
 KZ0704* NAVD 88     -       243.901  (meters)     800.20   (feet)  ADJUSTED  
 KZ0704  ___________________________________________________________________
 KZ0704  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KZ0704  DYNAMIC HT  -         243.779 (meters)     799.80  (feet)  COMP
 KZ0704  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 KZ0704
 KZ0704  VERT ORDER  -  SECOND    CLASS 0
 KZ0704
 KZ0704.The horizontal coordinates were scaled from a topographic map and have
 KZ0704.an estimated accuracy of +/- 6 seconds.
 KZ0704
 KZ0704.The orthometric height was determined by differential leveling
 KZ0704.and adjusted by the National Geodetic Survey in June 1991..
 KZ0704
 KZ0704.The geoid height was determined by GEOID03.
 KZ0704
 KZ0704.The dynamic height is computed by dividing the NAVD 88
 KZ0704.geopotential number by the normal gravity value computed on the
 KZ0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0704.degrees latitude (g = 980.6199 gals.).
 KZ0704
 KZ0704.The modeled gravity was interpolated from observed gravity values.
 KZ0704
 KZ0704;                    North         East    Units  Estimated Accuracy
 KZ0704;SPC OH N     -    74,180.      642,180.      MT  (+/- 180 meters Scaled)
 KZ0704
 KZ0704                          SUPERSEDED SURVEY CONTROL
 KZ0704
 KZ0704  NGVD 29 (??/??/92)  244.109  (m)          800.88   (f) ADJ UNCH    2 0
 KZ0704
 KZ0704.Superseded values are not recommended for survey control.
 KZ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0704.See file dsdata.txt to determine how the superseded data were derived.
 KZ0704
 KZ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME147652(NAD 83)
 KZ0704_MARKER: DB = BENCH MARK DISK
 KZ0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0704_STAMPING: G 32 1934
 KZ0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0704+STABILITY: SURFACE MOTION
 KZ0704
 KZ0704  HISTORY     - Date     Condition        Report By
 KZ0704  HISTORY     - 1934     MONUMENTED       CGS
 KZ0704
 KZ0704                          STATION DESCRIPTION
 KZ0704
 KZ0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ0704'AT WARSAW.
 KZ0704'AT WARSAW, COSHOCTON COUNTY, ON THE PENNSYLVANIA RAILROAD, 68
 KZ0704'FEET NORTHEAST OF A TRAIL WATER TOWER, 52 FEET SOUTHWEST OF
 KZ0704'THE CENTERLINE OF MAIN STREET, 6.5 FEET SOUTHEAST OF THE EAST
 KZ0704'RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED G 32
 KZ0704'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1532 ***********************************************************************
 MB1532  DESIGNATION -  G 320
 MB1532  PID         -  MB1532
 MB1532  STATE/COUNTY-  OH/CUYAHOGA
 MB1532  USGS QUAD   -  NORTH OLMSTED (1985)
 MB1532
 MB1532                         *CURRENT SURVEY CONTROL
 MB1532  ___________________________________________________________________
 MB1532* NAD 83(1986)-  41 29 54.     (N)    081 57 35.     (W)     SCALED    
 MB1532* NAVD 88     -       189.787  (meters)     622.66   (feet)  ADJUSTED  
 MB1532  ___________________________________________________________________
 MB1532  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 MB1532  DYNAMIC HT  -         189.714 (meters)     622.42  (feet)  COMP
 MB1532  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 MB1532
 MB1532  VERT ORDER  -  FIRST     CLASS II
 MB1532
 MB1532.The horizontal coordinates were scaled from a topographic map and have
 MB1532.an estimated accuracy of +/- 6 seconds.
 MB1532
 MB1532.The orthometric height was determined by differential leveling
 MB1532.and adjusted by the National Geodetic Survey in June 1991..
 MB1532
 MB1532.The geoid height was determined by GEOID03.
 MB1532
 MB1532.The dynamic height is computed by dividing the NAVD 88
 MB1532.geopotential number by the normal gravity value computed on the
 MB1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1532.degrees latitude (g = 980.6199 gals.).
 MB1532
 MB1532.The modeled gravity was interpolated from observed gravity values.
 MB1532
 MB1532;                    North         East    Units  Estimated Accuracy
 MB1532;SPC OH N     -   203,540.      645,110.      MT  (+/- 180 meters Scaled)
 MB1532
 MB1532                          SUPERSEDED SURVEY CONTROL
 MB1532
 MB1532  NGVD 29 (06/03/92)  190.034  (m)          623.47   (f) ADJUSTED    1 2
 MB1532
 MB1532.Superseded values are not recommended for survey control.
 MB1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1532.See file dsdata.txt to determine how the superseded data were derived.
 MB1532
 MB1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF198945(NAD 83)
 MB1532_MARKER: I = METAL ROD
 MB1532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1532_SP_SET: STAINLESS STEEL ROD
 MB1532_STAMPING: G 320 1980
 MB1532_PROJECTION: FLUSH
 MB1532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1532_ROD/PIPE-DEPTH: 8.5  meters
 MB1532
 MB1532  HISTORY     - Date     Condition        Report By
 MB1532  HISTORY     - 1980     MONUMENTED       NGS
 MB1532  HISTORY     - 19940905 MARK NOT FOUND   USPSQD
 MB1532  HISTORY     - 20040830 GOOD             OHDT
 MB1532
 MB1532                          STATION DESCRIPTION
 MB1532
 MB1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1532'4.8 KM NW FROM BAY VILLAGE.
 MB1532'4.8 KILOMETERS (3.3 MILES) WEST-NORTHWEST ALONG LAKE ROAD (US HIGHWAY
 MB1532'6 AND STATE HIGHWAY 2) FROM THE JUNCTION OF COLUMBIA ROAD (STATE
 MB1532'HIGHWAY 252) IN BAY VILLAGE TO THE MARK ON THE RIGHT, DIRECTLY ACROSS
 MB1532'LAKE ROAD FROM THE NORTHEASTERLY FORK OF THE JUNCTION OF BRADLEY ROAD,
 MB1532'12.5 METERS (41.0 FEET) NORTHWEST OF THE CENTER OF THE PAVED DRIVEWAY
 MB1532'OF HOUSE 30728, 9.76 METERS (32.0 FEET) NORTHEAST OF THE CENTER LINE
 MB1532'OF LAKE ROAD, 7.32 METERS (24.0 FEET) NORTHWEST OF THE WEST CORNER OF
 MB1532'A 1-FOOT HIGH STONE PLANTER WITH AN IRON RAILING WITH HOUSE NUMBER
 MB1532'SIGN 30728, 0.8 METERS (2.8 FEET) NORTHEAST OF POWER POLE 124838.
 MB1532'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MB1532
 MB1532                          STATION RECOVERY (1994)
 MB1532
 MB1532'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1532'MARK NOT FOUND.
 MB1532
 MB1532                          STATION RECOVERY (2004)
 MB1532
 MB1532'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1532'MARK IS LOCATED IN SIDEWALK, UNDER A PLASTIC CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1563 ***********************************************************************
 MB1563  CBN         -  This is a Cooperative Base Network Control Station.
 MB1563  TIDAL BM    -  This is a Tidal Bench Mark.
 MB1563  DESIGNATION -  G 321
 MB1563  PID         -  MB1563
 MB1563  STATE/COUNTY-  OH/CUYAHOGA
 MB1563  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1563
 MB1563                         *CURRENT SURVEY CONTROL
 MB1563  ___________________________________________________________________
 MB1563* NAD 83(1995)-  41 32 23.93345(N)    081 38 02.94417(W)     ADJUSTED  
 MB1563* NAVD 88     -       177.800  (meters)     583.33   (feet)  ADJUSTED  
 MB1563  ___________________________________________________________________
 MB1563  X           -     695,624.339 (meters)                     COMP
 MB1563  Y           -  -4,730,266.889 (meters)                     COMP
 MB1563  Z           -   4,207,592.108 (meters)                     COMP
 MB1563  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 MB1563  ELLIP HEIGHT-         143.46  (meters)          (09/23/04) GPS OBS
 MB1563  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 MB1563  DYNAMIC HT  -         177.731 (meters)     583.11  (feet)  COMP
 MB1563  MODELED GRAV-     980,228.1   (mgal)                       NAVD 88
 MB1563
 MB1563  HORZ ORDER  -  B
 MB1563  VERT ORDER  -  FIRST     CLASS II
 MB1563  ELLP ORDER  -  FOURTH    CLASS I
 MB1563
 MB1563.The horizontal coordinates were established by GPS observations
 MB1563.and adjusted by the National Geodetic Survey in August 1996..
 MB1563
 MB1563.The orthometric height was determined by differential leveling
 MB1563.and adjusted by the National Geodetic Survey in June 1991..
 MB1563.WARNING-Repeat measurements at this control monument indicate possible
 MB1563.vertical movement.
 MB1563
 MB1563.This Tidal Bench Mark is designated as VM 12817
 MB1563.by the Center for Operational Oceanographic Products and Services.
 MB1563
 MB1563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1563
 MB1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1563
 MB1563.The ellipsoidal height was determined by GPS observations
 MB1563.and is referenced to NAD 83.
 MB1563
 MB1563.The geoid height was determined by GEOID03.
 MB1563
 MB1563.The dynamic height is computed by dividing the NAVD 88
 MB1563.geopotential number by the normal gravity value computed on the
 MB1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1563.degrees latitude (g = 980.6199 gals.).
 MB1563
 MB1563.The modeled gravity was interpolated from observed gravity values.
 MB1563
 MB1563;                    North         East     Units Scale Factor Converg.
 MB1563;SPC OH N     -   208,386.542   672,247.446   MT  0.99997306   +0 34 07.8
 MB1563;UTM  17      - 4,598,897.074   447,104.421   MT  0.99963443   -0 25 14.0
 MB1563
 MB1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1563!SPC OH N     -   0.99997750  x   0.99997306  =   0.99995056
 MB1563!UTM  17      -   0.99997750  x   0.99963443  =   0.99961194
 MB1563
 MB1563                          SUPERSEDED SURVEY CONTROL
 MB1563
 MB1563  ELLIP H (08/20/96)  143.45   (m)                       GP(       ) 4 2
 MB1563  ELLIP H (06/30/95)  143.54   (m)                       GP(       ) 1 1
 MB1563  NAD 83(1986)-  41 32 23.94224(N)    081 38 02.94631(W) AD(       ) 1
 MB1563  NAVD 88 (06/30/95)  177.80   (m)          583.3    (f) LEVELING    3  
 MB1563  NGVD 29 (06/03/92)  178.030  (m)          584.09   (f) ADJUSTED    1 2
 MB1563
 MB1563.Superseded values are not recommended for survey control.
 MB1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1563.See file dsdata.txt to determine how the superseded data were derived.
 MB1563
 MB1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4710498897(NAD 83)
 MB1563_MARKER: F = FLANGE-ENCASED ROD
 MB1563_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MB1563_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MB1563_STAMPING: G 321 1981
 MB1563_MARK LOGO: NGS   
 MB1563_PROJECTION: FLUSH
 MB1563_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB1563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1563+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1563_ROD/PIPE-DEPTH: 17.1 meters
 MB1563_SLEEVE-DEPTH  : 6.1 meters
 MB1563
 MB1563  HISTORY     - Date     Condition        Report By
 MB1563  HISTORY     - 1981     MONUMENTED       NGS
 MB1563  HISTORY     - 19891005 GOOD             NGS
 MB1563  HISTORY     - 19900326 GOOD             AEROS
 MB1563  HISTORY     - 19940731 GOOD             NOS
 MB1563  HISTORY     - 19950718 GOOD             NGS
 MB1563  HISTORY     - 19970605 GOOD             NOS
 MB1563  HISTORY     - 20030521 GOOD             NGS
 MB1563  HISTORY     - 20040920 GOOD             OHDT
 MB1563
 MB1563                          STATION DESCRIPTION
 MB1563
 MB1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1563'IN CLEVELAND.
 MB1563'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 MB1563'IN CLEVELAND, IN THE LAKEFRONT STATE PARK BETWEEN THE NORTH END OF
 MB1563'72ND STREET AND LIBERTY BOULEVARD, THE MARK IS DIRECTLY BEHIND THE
 MB1563'WOODEN SIGN FOR THE PARK, 117.34 METERS (385.0 FEET) SOUTH-SOUTHEAST
 MB1563'OF THE NOAA GAGE HOUSE A 7 BY 7-FOOT BRICK BUILDING, 41.14 METERS
 MB1563'(135.0 FEET) SOUTH OF AN ALUMINUM LAMP POST, 28.04 METERS (92.0 FEET)
 MB1563'SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK LEADING INTO THE PARK,
 MB1563'13.87 METERS (45.5 FEET) SOUTH OF THE NORTHWEST END OF THE NORTHWEST
 MB1563'ONE OF 10 CONCRETE STOPS OF A SMALL PARKING AREA, 2.43 METERS (8.0
 MB1563'FEET) NORTH OF THE SOUTHEAST LEG OF THE SIGN.
 MB1563
 MB1563                          STATION RECOVERY (1989)
 MB1563
 MB1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1563'IN CLEVELAND, IN THE LAKEFRONT STATE PARK BETWEEN THE NORTH END OF
 MB1563'72ND STREET AND M. L. KING JR.  BOULEVARD, THE MARK IS DIRECTLY
 MB1563'BEHIND THE WOODEN SIGN FOR THE PARK, 117.34 METERS (385.0 FEET)
 MB1563'SOUTH-SOUTHEAST OF THE NOAA GAGE HOUSE (A 7 FOOT SQUARE BRICK
 MB1563'BUILDING), 41.14 METERS (135.0 FEET) SOUTH OF AN ALUMINUM LAMP POST,
 MB1563'28.04 METERS (92.0 FEET) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 MB1563'SIDEWALK LEADING INTO THE PARK, 13.87 METERS (45.5 FEET) SOUTH OF THE
 MB1563'NORTHWEST END OF THE NORTHWEST ONE OF 10 CONCRETE STOPS OF A SMALL
 MB1563'PARKING AREA, 2.43 METERS (8.0 FEET) NORTH OF THE SOUTHEAST LEG OF
 MB1563'THE SIGN.
 MB1563
 MB1563                          STATION RECOVERY (1990)
 MB1563
 MB1563'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
 MB1563'RECOVERED IN GOOD CONDITION.
 MB1563
 MB1563                          STATION RECOVERY (1994)
 MB1563
 MB1563'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JDR)
 MB1563'RECOVERED AS DESCRIBED.
 MB1563
 MB1563                          STATION RECOVERY (1995)
 MB1563
 MB1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MB1563'IN CLEVELAND, IN A LAWN AT LAKEFRONT STATE PARK BETWEEN THE NORTH END
 MB1563'OF 72ND STREET AND M L KING JR BOULEVARD, 117.3 M (384.8 FT) SOUTH OF
 MB1563'THE NOAA GAGE HOUSE (A 2.1 M (6.9 FT) SQUARE BRICK BUILDING) , 61.9 M
 MB1563'(203.1 FT) NORTHWEST OF BM STEPS AT THE NORTHWEST CORNER OF CONCRETE
 MB1563'STAIRS LEADING UPHILL TO A PEDESTRIAN BRIDGE OVER INTERSTATE 90, 53.3
 MB1563'M (174.9 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE PARK ENTRANCE
 MB1563'ROAD, 33.4 M (109.6 FT) EAST OF THE SOUTHEAST CORNER OF A FENCE AROUND
 MB1563'A MARINA, 41.1 M (134.8 FT) SOUTH-SOUTHEAST OF AN ALUMINUM LAMP POST,
 MB1563'AND 28.0 M (91.9 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK
 MB1563'LEADING INTO THE PARK.
 MB1563
 MB1563                          STATION RECOVERY (1997)
 MB1563
 MB1563'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 MB1563'IN CLEVELAND, IN THE LAKEFRONT STATE PARK BETWEEN THE NORTH END OF
 MB1563'72ND STREET AND M.  L.  KING JR.  BOULEVARD, THE MARK IS DIRECTLY
 MB1563'BEHIND THE WOODEN SIGN FOR THE PARK, 117.34 METERS (384.97 FT)
 MB1563'SOUTH-SOUTHEAST OF THE NOAA GAUGE HOUSE (A 7 FOOT (2.1 M) SQUARE BRICK
 MB1563'BUILDING), 41.14 METERS (134.97 FT) SOUTH OF AN ALUMINUM LAMP POST,
 MB1563'28.04 METERS (91.99 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 MB1563'SIDEWALK LEADING INTO THE PARK, 13.87 METERS (45.51 FT) SOUTH OF THE
 MB1563'NORTHWEST END OF THE NORTHWEST ONE OF 10 CONCRETE PARKING STOPS OF A
 MB1563'SMALL PARKING AREA, WITH 5-INCH PVC PIPE AND ALUMINUM ACCESS COVER
 MB1563'WHICH IS STAMPED G 321 SURROUND BY A MASS OF CONCRETE FLUSH WITH THE
 MB1563'GROUND.
 MB1563
 MB1563                          STATION RECOVERY (2003)
 MB1563
 MB1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 MB1563'THE STATION IS LOCATED IN THE NORTHEAST PART OF CLEVELAND, IN THE
 MB1563'LAKEFRONT STATE PARK,  IN THE GRASS AT THE GORDON BOAT RAMP AREA OF
 MB1563'THE PARK WHICH LIES BETWEEN EXITS 176 AND  177 OF INTERSTATE HIGHWAY
 MB1563'90.
 MB1563' 
 MB1563'TO REACH THE STATION FROM THE BOTTOM OF THE EXIT RAMP FOR THE
 MB1563'INTERSTATE HIGHWAY 90  EASTBOUND LANES AT EXIT 177 (MARTIN L. KING JR.
 MB1563'DRIVE) IN THE NORTHEAST PART OF CLEVELAND,  GO NORTH FOR 0.05 MI,
 MB1563'PASSING UNDER THE INTERSTATE HIGHWAY, TO A ROAD ON THE LEFT WHICH
 MB1563'PARALLELS THE INTERSTATE HIGHWAY WESTBOUND LANES.  TURN LEFT AND GO
 MB1563'WEST ON THE  ROAD FOR 0.1 MI TO THE ENTRANCE DRIVE FOR THE GORDON BOAT
 MB1563'RAMP ON THE RIGHT.  TURN  RIGHT AND GO NORTH, THEN NORTHWEST FOR 0.05
 MB1563'MI ON THE DRIVE TO A STRIP OF TEN PARKING  SPACES ON THE LEFT AND THE
 MB1563'STATION NEAR THE NORTHWESTERNMOST PARKING SPACE.
 MB1563' 
 MB1563'LOCATED 385.0 FT SOUTH-SOUTHEAST OF THE NOAA GAGE HOUSE, 154.0 FT
 MB1563'NORTHWEST OF THE  NORTH LEG OF THE WOODEN GORDON BOAT RAMP SIGN AT
 MB1563'ENTRANCE TO BOAT RAMP AREA, 135.0 FT  SOUTH OF AN ALUMINUM LAMP POST,
 MB1563'92.0 FT SOUTHEAST OF THE SOUTHEAST EDGE OF THE  SIDEWALK LEADING INTO
 MB1563'THE PARK, 45.5 FT SOUTH OF THE NORTHWEST END OF THE CONCRETE  STOP FOR
 MB1563'THE NORTHWESTERNMOST PARKING SPACE AND 2.0 FT NORTH OF A FIBERGLASS
 MB1563'WITNESS  POST.
 MB1563
 MB1563                          STATION RECOVERY (2004)
 MB1563
 MB1563'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1569 ***********************************************************************
 MB1569  DESIGNATION -  G 322
 MB1569  PID         -  MB1569
 MB1569  STATE/COUNTY-  OH/CUYAHOGA
 MB1569  USGS QUAD   -  EAST CLEVELAND (1994)
 MB1569
 MB1569                         *CURRENT SURVEY CONTROL
 MB1569  ___________________________________________________________________
 MB1569* NAD 83(1986)-  41 32 43.     (N)    081 37 16.     (W)     SCALED    
 MB1569* NAVD 88     -       188.781  (meters)     619.36   (feet)  ADJUSTED  
 MB1569  ___________________________________________________________________
 MB1569  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 MB1569  DYNAMIC HT  -         188.708 (meters)     619.12  (feet)  COMP
 MB1569  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 MB1569
 MB1569  VERT ORDER  -  FIRST     CLASS II
 MB1569
 MB1569.The horizontal coordinates were scaled from a topographic map and have
 MB1569.an estimated accuracy of +/- 6 seconds.
 MB1569
 MB1569.The orthometric height was determined by differential leveling
 MB1569.and adjusted by the National Geodetic Survey in June 1991..
 MB1569
 MB1569.The geoid height was determined by GEOID03.
 MB1569
 MB1569.The dynamic height is computed by dividing the NAVD 88
 MB1569.geopotential number by the normal gravity value computed on the
 MB1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1569.degrees latitude (g = 980.6199 gals.).
 MB1569
 MB1569.The modeled gravity was interpolated from observed gravity values.
 MB1569
 MB1569;                    North         East    Units  Estimated Accuracy
 MB1569;SPC OH N     -   208,990.      673,330.      MT  (+/- 180 meters Scaled)
 MB1569
 MB1569                          SUPERSEDED SURVEY CONTROL
 MB1569
 MB1569  NGVD 29 (06/03/92)  189.012  (m)          620.12   (f) ADJUSTED    1 2
 MB1569
 MB1569.Superseded values are not recommended for survey control.
 MB1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1569.See file dsdata.txt to determine how the superseded data were derived.
 MB1569
 MB1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF481994(NAD 83)
 MB1569_MARKER: I = METAL ROD
 MB1569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1569_SP_SET: STAINLESS STEEL ROD
 MB1569_STAMPING: G 322 1981
 MB1569_MARK LOGO: NGS   
 MB1569_PROJECTION: FLUSH
 MB1569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1569+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1569_ROD/PIPE-DEPTH: 15.8 meters
 MB1569
 MB1569  HISTORY     - Date     Condition        Report By
 MB1569  HISTORY     - 1981     MONUMENTED       NGS
 MB1569  HISTORY     - 19891005 GOOD             NGS
 MB1569  HISTORY     - 20040920 GOOD             OHDT
 MB1569
 MB1569                          STATION DESCRIPTION
 MB1569
 MB1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1569'IN CLEVELAND.
 MB1569'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 MB1569'IN CLEVELAND, AT THE SOUTHWEST ANGLE OF LAKE SHORE BOULEVARD AND
 MB1569'GARFIELD STREET, 10.21 METERS (33.5 FEET) SOUTH OF THE CENTER LINE OF
 MB1569'LAKE SHORE BOULEVARD, 8.84 METERS (29.0 FEET) WEST OF THE CENTER OF
 MB1569'GARFIELD STREET, 1.98 METERS (6.5 FEET) WEST OF A LARGE UTILITY POLE,
 MB1569'0.58 METER (1.9 FEET) SOUTHEAST OF THE NORTHEAST CORNER OF A 7-FOOT
 MB1569'BRICK WALL.
 MB1569
 MB1569                          STATION RECOVERY (1989)
 MB1569
 MB1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1569'IN CLEVELAND, AT THE SOUTHWEST ANGLE OF LAKE SHORE BOULEVARD AND
 MB1569'GARFIELD STREET, 10.21 METERS (33.5 FEET) SOUTH OF THE CENTER LINE OF
 MB1569'LAKE SHORE BOULEVARD, 8.84 METERS (29.0 FEET) WEST OF THE CENTER OF
 MB1569'GARFIELD STREET, 2.20 M (7.2 FT) WEST OF A LARGE UTILITY POLE NUMBER
 MB1569'815275, AND 0.58 METER (1.9 FEET) SOUTHEAST OF THE NORTHEAST CORNER
 MB1569'OF A 7-FOOT BRICK WALL.
 MB1569
 MB1569                          STATION RECOVERY (2004)
 MB1569
 MB1569'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1600 ***********************************************************************
 MB1600  DESIGNATION -  G 323
 MB1600  PID         -  MB1600
 MB1600  STATE/COUNTY-  OH/LAKE
 MB1600  USGS QUAD   -  EASTLAKE (1994)
 MB1600
 MB1600                         *CURRENT SURVEY CONTROL
 MB1600  ___________________________________________________________________
 MB1600* NAD 83(1986)-  41 41 48.     (N)    081 23 43.     (W)     SCALED    
 MB1600* NAVD 88     -       190.336  (meters)     624.46   (feet)  ADJUSTED  
 MB1600  ___________________________________________________________________
 MB1600  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 MB1600  DYNAMIC HT  -         190.268 (meters)     624.24  (feet)  COMP
 MB1600  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 MB1600
 MB1600  VERT ORDER  -  FIRST     CLASS II
 MB1600
 MB1600.The horizontal coordinates were scaled from a topographic map and have
 MB1600.an estimated accuracy of +/- 6 seconds.
 MB1600
 MB1600.The orthometric height was determined by differential leveling
 MB1600.and adjusted by the National Geodetic Survey in June 1991..
 MB1600
 MB1600.The geoid height was determined by GEOID03.
 MB1600
 MB1600.The dynamic height is computed by dividing the NAVD 88
 MB1600.geopotential number by the normal gravity value computed on the
 MB1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1600.degrees latitude (g = 980.6199 gals.).
 MB1600
 MB1600.The modeled gravity was interpolated from observed gravity values.
 MB1600
 MB1600;                    North         East    Units  Estimated Accuracy
 MB1600;SPC OH N     -   226,010.      691,960.      MT  (+/- 180 meters Scaled)
 MB1600
 MB1600                          SUPERSEDED SURVEY CONTROL
 MB1600
 MB1600  NGVD 29 (06/03/92)  190.566  (m)          625.22   (f) ADJUSTED    1 2
 MB1600
 MB1600.Superseded values are not recommended for survey control.
 MB1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1600.See file dsdata.txt to determine how the superseded data were derived.
 MB1600
 MB1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG671161(NAD 83)
 MB1600_MARKER: I = METAL ROD
 MB1600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1600_SP_SET: STAINLESS STEEL ROD
 MB1600_STAMPING: G 323 1981
 MB1600_MARK LOGO: NGS   
 MB1600_PROJECTION: FLUSH
 MB1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1600+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1600_ROD/PIPE-DEPTH: 15.8 meters
 MB1600
 MB1600  HISTORY     - Date     Condition        Report By
 MB1600  HISTORY     - 1981     MONUMENTED       NGS
 MB1600  HISTORY     - 19891012 GOOD             NGS
 MB1600  HISTORY     - 19970905 GOOD             USPSQD
 MB1600  HISTORY     - 20001114 GOOD             USPSQD
 MB1600  HISTORY     - 20040920 GOOD             OHDT
 MB1600
 MB1600                          STATION DESCRIPTION
 MB1600
 MB1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1600'1.6 KM (1.0 MI) WEST FROM MENTOR ON THE LAKE.
 MB1600'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 MB1600'1.6 KILOMETERS (1.0 MILE) WEST ALONG LAKE SHORE BOULEVARD FROM THE
 MB1600'JUNCTION OF STATE HIGHWAY 306 IN MENTOR-ON-THE-LAKE, TO THE PLAINS
 MB1600'ROAD CEMETERY AND THE MARK ON THE LEFT, 7.01 METERS (23.0 FEET)
 MB1600'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, 20.43 METERS
 MB1600'(67.0 FEET) EAST-NORTHEAST OF THE ENTRANCE DRIVE TO THE CEMETERY,
 MB1600'0.82 METER (2.7 FEET) WEST-SOUTHWEST OF A UTILITY POLE SUPPORTING THE
 MB1600'TRAFFIC LIGHTS.
 MB1600
 MB1600                          STATION RECOVERY (1989)
 MB1600
 MB1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1600'1.6 KILOMETERS (1.0 MILE) WEST ALONG LAKE SHORE BOULEVARD FROM THE
 MB1600'JUNCTION OF STATE HIGHWAY 306 IN MENTOR-ON-THE-LAKE, TO THE PLAINS
 MB1600'ROAD CEMETERY AND THE MARK ON THE LEFT, 7.01 METERS (23.0 FEET)
 MB1600'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, 20.43 METERS
 MB1600'(67.0 FEET) EAST-NORTHEAST OF THE ENTRANCE DRIVE TO THE CEMETERY,
 MB1600'0.82 METER (2.7 FEET) WEST-SOUTHWEST OF UTILITY POLE NUMBER 814736
 MB1600'WITH TWO GUY WIRES AND SIPPORTING THE TRAFFIC LIGHTS, AND 0.45 M (1.5
 MB1600'FT) NORTH OF A SIDEWALK.
 MB1600
 MB1600                          STATION RECOVERY (1997)
 MB1600
 MB1600'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1600'RECOVERED IN GOOD CONDITION.
 MB1600
 MB1600                          STATION RECOVERY (2000)
 MB1600
 MB1600'RECOVERY NOTE BY US POWER SQUADRON 2000 (LAE)
 MB1600'RECOVERED IN GOOD CONDITION.
 MB1600
 MB1600                          STATION RECOVERY (2004)
 MB1600
 MB1600'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1600'POORLY SUITED FOR GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1638 ***********************************************************************
 MB1638  DESIGNATION -  G 324
 MB1638  PID         -  MB1638
 MB1638  STATE/COUNTY-  OH/LAKE
 MB1638  USGS QUAD   -  PAINESVILLE (1994)
 MB1638
 MB1638                         *CURRENT SURVEY CONTROL
 MB1638  ___________________________________________________________________
 MB1638* NAD 83(1986)-  41 44 51.     (N)    081 13 23.     (W)     SCALED    
 MB1638* NAVD 88     -       194.166  (meters)     637.03   (feet)  ADJUSTED  
 MB1638  ___________________________________________________________________
 MB1638  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 MB1638  DYNAMIC HT  -         194.095 (meters)     636.79  (feet)  COMP
 MB1638  MODELED GRAV-     980,256.0   (mgal)                       NAVD 88
 MB1638
 MB1638  VERT ORDER  -  FIRST     CLASS II
 MB1638
 MB1638.The horizontal coordinates were scaled from a topographic map and have
 MB1638.an estimated accuracy of +/- 6 seconds.
 MB1638
 MB1638.The orthometric height was determined by differential leveling
 MB1638.and adjusted by the National Geodetic Survey in June 1991..
 MB1638
 MB1638.The geoid height was determined by GEOID03.
 MB1638
 MB1638.The dynamic height is computed by dividing the NAVD 88
 MB1638.geopotential number by the normal gravity value computed on the
 MB1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1638.degrees latitude (g = 980.6199 gals.).
 MB1638
 MB1638.The modeled gravity was interpolated from observed gravity values.
 MB1638
 MB1638;                    North         East    Units  Estimated Accuracy
 MB1638;SPC OH N     -   231,850.      706,210.      MT  (+/- 180 meters Scaled)
 MB1638
 MB1638                          SUPERSEDED SURVEY CONTROL
 MB1638
 MB1638  NGVD 29 (06/03/92)  194.389  (m)          637.76   (f) ADJUSTED    1 2
 MB1638
 MB1638.Superseded values are not recommended for survey control.
 MB1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1638.See file dsdata.txt to determine how the superseded data were derived.
 MB1638
 MB1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG814217(NAD 83)
 MB1638_MARKER: I = METAL ROD
 MB1638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1638_SP_SET: STAINLESS STEEL ROD
 MB1638_STAMPING: G 324 1981
 MB1638_MARK LOGO: NGS   
 MB1638_PROJECTION: FLUSH
 MB1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1638+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 MB1638_ROD/PIPE-DEPTH: 8.5  meters
 MB1638
 MB1638  HISTORY     - Date     Condition        Report By
 MB1638  HISTORY     - 1981     MONUMENTED       NGS
 MB1638  HISTORY     - 19940904 MARK NOT FOUND   USPSQD
 MB1638  HISTORY     - 20041117 GOOD             OHDT
 MB1638
 MB1638                          STATION DESCRIPTION
 MB1638
 MB1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1638'4.25 KM (2.65 MI) NE FROM PAINESVILLE.
 MB1638'3.45 KILOMETERS (2.15 MILES) NORTHEAST ALONG US HIGHWAY 20 FROM THE
 MB1638'JUNCTION OF STATE STREET IN PAINESVILLE, THENCE 0.8 KILOMETER (0.5
 MB1638'MILE) WEST ALONG STATE HIGHWAY 535 TO A RAILROAD CROSSING AND THE MARK
 MB1638'ON THE LEFT, ALSO 4.5 KILOMETERS (2.8 MILES) EAST ALONG STATE HIGHWAY
 MB1638'535 FROM THE JUNCTION OF SIXTH STREET IN FAIRPORT HARBOR, 7.01 METERS
 MB1638'(23.0 FEET) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 9.85 METERS (32.3
 MB1638'FEET) WEST OF THE WEST RAIL OF THE TRACKS, 1.41 METERS (4.6 FEET) EAST
 MB1638'OF A LARGE UTILITY POLE.
 MB1638'THE MARK IS 0.53 METERS  N FROM A WITNESS POST.
 MB1638'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MB1638
 MB1638                          STATION RECOVERY (1994)
 MB1638
 MB1638'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1638'MARK NOT FOUND.
 MB1638
 MB1638                          STATION RECOVERY (2004)
 MB1638
 MB1638'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1638'MARK POORLY SUITED FOR GPS OBSERVATION
 MB1638'LOGO CAP IS BROKEN
 MB1638' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1663 ***********************************************************************
 MB1663  DESIGNATION -  G 325
 MB1663  PID         -  MB1663
 MB1663  STATE/COUNTY-  OH/ASHTABULA
 MB1663  USGS QUAD   -  GENEVA (1994)
 MB1663
 MB1663                         *CURRENT SURVEY CONTROL
 MB1663  ___________________________________________________________________
 MB1663* NAD 83(1986)-  41 49 02.     (N)    080 54 24.     (W)     SCALED    
 MB1663* NAVD 88     -       205.588  (meters)     674.50   (feet)  ADJUSTED  
 MB1663  ___________________________________________________________________
 MB1663  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 MB1663  DYNAMIC HT  -         205.511 (meters)     674.25  (feet)  COMP
 MB1663  MODELED GRAV-     980,246.5   (mgal)                       NAVD 88
 MB1663
 MB1663  VERT ORDER  -  FIRST     CLASS II
 MB1663
 MB1663.The horizontal coordinates were scaled from a topographic map and have
 MB1663.an estimated accuracy of +/- 6 seconds.
 MB1663
 MB1663.The orthometric height was determined by differential leveling
 MB1663.and adjusted by the National Geodetic Survey in June 1991..
 MB1663
 MB1663.The geoid height was determined by GEOID03.
 MB1663
 MB1663.The dynamic height is computed by dividing the NAVD 88
 MB1663.geopotential number by the normal gravity value computed on the
 MB1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1663.degrees latitude (g = 980.6199 gals.).
 MB1663
 MB1663.The modeled gravity was interpolated from observed gravity values.
 MB1663
 MB1663;                    North         East    Units  Estimated Accuracy
 MB1663;SPC OH N     -   240,030.      732,380.      MT  (+/- 180 meters Scaled)
 MB1663
 MB1663                          SUPERSEDED SURVEY CONTROL
 MB1663
 MB1663  NGVD 29 (06/03/92)  205.799  (m)          675.19   (f) ADJUSTED    1 2
 MB1663
 MB1663.Superseded values are not recommended for survey control.
 MB1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1663.See file dsdata.txt to determine how the superseded data were derived.
 MB1663
 MB1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG077294(NAD 83)
 MB1663_MARKER: I = METAL ROD
 MB1663_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1663_SP_SET: STAINLESS STEEL ROD
 MB1663_STAMPING: G 325 1981
 MB1663_MARK LOGO: NGS   
 MB1663_PROJECTION: FLUSH
 MB1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1663_ROD/PIPE-DEPTH: 9.8  meters
 MB1663
 MB1663  HISTORY     - Date     Condition        Report By
 MB1663  HISTORY     - 1981     MONUMENTED       NGS
 MB1663  HISTORY     - 19920809 GOOD             USPSQD
 MB1663  HISTORY     - 19931029 MARK NOT FOUND   OHDT
 MB1663
 MB1663                          STATION DESCRIPTION
 MB1663
 MB1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1663'3.6 KM (2.25 MI) EAST FROM GENEVA.
 MB1663'3.6 KILOMETERS (2.25 MILES) EAST ALONG U.S. HIGHWAY 20 FROM THE
 MB1663'JUNCTION OF STATE HIGHWAY 534 IN GENEVA, TO THE KRANAVERS AUTO CENTER
 MB1663'AND THE MARK ON THE LEFT, 10.37 METERS (34.0 FEET) NORTH-NORTHWEST OF
 MB1663'THE CENTER LINE OF THE HIGHWAY, 14.0 METERS (45.9 FEET) WEST-SOUTHWEST
 MB1663'OF UTILITY POLE 280247, 2.35 METERS (7.7 FEET) EAST-SOUTHEAST OF THE
 MB1663'NORTH CORNER OF THE PLANTER, AND 1.53 METERS (5.0 FEET) NORTHEAST OF
 MB1663'THE EAST CORNER OF A BRICK PLANTER AROUND THE AUTO CENTER SIGN.
 MB1663'THE MARK IS 0.3 M BELOW HIGHWAY.
 MB1663
 MB1663                          STATION RECOVERY (1992)
 MB1663
 MB1663'RECOVERY NOTE BY US POWER SQUADRON 1992 (JFE)
 MB1663'RECOVERED IN GOOD CONDITION.
 MB1663
 MB1663                          STATION RECOVERY (1993)
 MB1663
 MB1663'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1480 ***********************************************************************
 KY1480  DESIGNATION -  G 33
 KY1480  PID         -  KY1480
 KY1480  STATE/COUNTY-  OH/COSHOCTON
 KY1480  USGS QUAD   -  FRESNO (1994)
 KY1480
 KY1480                         *CURRENT SURVEY CONTROL
 KY1480  ___________________________________________________________________
 KY1480* NAD 83(1986)-  40 16 17.     (N)    081 40 24.     (W)     SCALED    
 KY1480* NAVD 88     -       241.195  (meters)     791.32   (feet)  ADJUSTED  
 KY1480  ___________________________________________________________________
 KY1480  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KY1480  DYNAMIC HT  -         241.071 (meters)     790.91  (feet)  COMP
 KY1480  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 KY1480
 KY1480  VERT ORDER  -  SECOND    CLASS 0
 KY1480
 KY1480.The horizontal coordinates were scaled from a topographic map and have
 KY1480.an estimated accuracy of +/- 6 seconds.
 KY1480
 KY1480.The orthometric height was determined by differential leveling
 KY1480.and adjusted by the National Geodetic Survey in June 1991..
 KY1480
 KY1480.The geoid height was determined by GEOID03.
 KY1480
 KY1480.The dynamic height is computed by dividing the NAVD 88
 KY1480.geopotential number by the normal gravity value computed on the
 KY1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1480.degrees latitude (g = 980.6199 gals.).
 KY1480
 KY1480.The modeled gravity was interpolated from observed gravity values.
 KY1480
 KY1480;                    North         East    Units  Estimated Accuracy
 KY1480;SPC OH N     -    67,490.      670,310.      MT  (+/- 180 meters Scaled)
 KY1480
 KY1480                          SUPERSEDED SURVEY CONTROL
 KY1480
 KY1480  NGVD 29 (??/??/92)  241.408  (m)          792.02   (f) ADJ UNCH    2 0
 KY1480
 KY1480.Superseded values are not recommended for survey control.
 KY1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1480.See file dsdata.txt to determine how the superseded data were derived.
 KY1480
 KY1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME427580(NAD 83)
 KY1480_MARKER: DB = BENCH MARK DISK
 KY1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1480_STAMPING: G 33 1934
 KY1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1480+STABILITY: SURFACE MOTION
 KY1480
 KY1480  HISTORY     - Date     Condition        Report By
 KY1480  HISTORY     - 1934     MONUMENTED       CGS
 KY1480  HISTORY     - 1959     MARK NOT FOUND   NGS
 KY1480  HISTORY     - 1961     MARK NOT FOUND   LOCSUR
 KY1480  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KY1480
 KY1480                          STATION DESCRIPTION
 KY1480
 KY1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1480'IN ISLETA.
 KY1480'AT ISLETA, COSHOCTON COUNTY, AT THE SOUTHWEST CORNER OF THE
 KY1480'PENNSYLVANIA RAILROAD STATION, 34 FEET SOUTH OF THE SOUTH RAIL
 KY1480'OF THE MAIN TRACK, 31 FEET SOUTHWEST OF THE CENTERLINE OF A
 KY1480'GRAVEL ROAD, 21 FEET WEST OF THE FENCE CORNER, 5.5 FEET NORTH
 KY1480'OF THE FENCE, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A
 KY1480'STANDARD DISK, STAMPED G 33 1934 AND SET IN THE TOP OF A CONCRETE
 KY1480'POST PROJECTING ABOUT 12 INCHES ABOVE GROUND.  NOTE-- DESCRIPTION
 KY1480'DOES NOT FIT THE PRESENTLY EXISTING IMPROVEMENTS.  RR STATION IS
 KY1480'GONE.
 KY1480
 KY1480                          STATION RECOVERY (1961)
 KY1480
 KY1480'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 KY1480'MARK NOT FOUND.
 KY1480
 KY1480                          STATION RECOVERY (2004)
 KY1480
 KY1480'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY1480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1811 ***********************************************************************
 MB1811  DESIGNATION -  G 337
 MB1811  PID         -  MB1811
 MB1811  STATE/COUNTY-  OH/CUYAHOGA
 MB1811  USGS QUAD   -  NORTHFIELD (1994)
 MB1811
 MB1811                         *CURRENT SURVEY CONTROL
 MB1811  ___________________________________________________________________
 MB1811* NAD 83(1986)-  41 21 30.     (N)    081 31 34.     (W)     SCALED    
 MB1811* NAVD 88     -       305.975  (meters)    1003.85   (feet)  ADJUSTED  
 MB1811  ___________________________________________________________________
 MB1811  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB1811  DYNAMIC HT  -         305.846 (meters)    1003.43  (feet)  COMP
 MB1811  MODELED GRAV-     980,194.4   (mgal)                       NAVD 88
 MB1811
 MB1811  VERT ORDER  -  FIRST     CLASS II
 MB1811
 MB1811.The horizontal coordinates were scaled from a topographic map and have
 MB1811.an estimated accuracy of +/- 6 seconds.
 MB1811
 MB1811.The orthometric height was determined by differential leveling
 MB1811.and adjusted by the National Geodetic Survey in June 1991..
 MB1811
 MB1811.The geoid height was determined by GEOID03.
 MB1811
 MB1811.The dynamic height is computed by dividing the NAVD 88
 MB1811.geopotential number by the normal gravity value computed on the
 MB1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1811.degrees latitude (g = 980.6199 gals.).
 MB1811
 MB1811.The modeled gravity was interpolated from observed gravity values.
 MB1811
 MB1811;                    North         East    Units  Estimated Accuracy
 MB1811;SPC OH N     -   188,310.      681,490.      MT  (+/- 180 meters Scaled)
 MB1811
 MB1811                          SUPERSEDED SURVEY CONTROL
 MB1811
 MB1811  NGVD 29 (06/03/92)  306.190  (m)         1004.56   (f) ADJUSTED    1 2
 MB1811
 MB1811.Superseded values are not recommended for survey control.
 MB1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1811.See file dsdata.txt to determine how the superseded data were derived.
 MB1811
 MB1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF559786(NAD 83)
 MB1811_MARKER: I = METAL ROD
 MB1811_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1811_SP_SET: STAINLESS STEEL ROD
 MB1811_STAMPING: G 337 1983
 MB1811_MARK LOGO: NGS   
 MB1811_PROJECTION: FLUSH
 MB1811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1811_ROD/PIPE-DEPTH: 6.30 meters
 MB1811
 MB1811  HISTORY     - Date     Condition        Report By
 MB1811  HISTORY     - 1983     MONUMENTED       NGS
 MB1811  HISTORY     - 19940628 GOOD             USPSQD
 MB1811
 MB1811                          STATION DESCRIPTION
 MB1811
 MB1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1811'IN WALTON HILLS.
 MB1811'IN WALTON HILLS, AT THE NORTHEAST CORNER OF THE INTERSECTION OF STATE
 MB1811'HIGHWAY 8 (NORTHFIELD ROAD) AND ALEXANDER ROAD AND ON THE PROPERTY OF
 MB1811'CUMMINS DIESEL COMPANY, INC., 10.97 METERS (36.0 FT) EAST OF THE
 MB1811'CENTERLINE OF THE HIGHWAY, 26.09 METERS (85.6 FT) NORTH OF THE
 MB1811'CENTERLINE OF ALEXANDER ROAD, 12.50 METERS (41.0 FT) NORTH OF A
 MB1811'TRAFFIC SIGNAL BRACE POLE.
 MB1811'THE MARK IS 0.18 M ABOVE HIGHWAY.
 MB1811
 MB1811                          STATION RECOVERY (1994)
 MB1811
 MB1811'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1233 ***********************************************************************
 JY1233  DESIGNATION -  G 338
 JY1233  PID         -  JY1233
 JY1233  STATE/COUNTY-  OH/ROSS
 JY1233  USGS QUAD   -  CHILLICOTHE WEST (1981)
 JY1233
 JY1233                         *CURRENT SURVEY CONTROL
 JY1233  ___________________________________________________________________
 JY1233* NAD 83(1986)-  39 19 59.     (N)    083 01 12.     (W)     SCALED    
 JY1233* NAVD 88     -       226.556  (meters)     743.29   (feet)  ADJUSTED  
 JY1233  ___________________________________________________________________
 JY1233  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JY1233  DYNAMIC HT  -         226.418 (meters)     742.84  (feet)  COMP
 JY1233  MODELED GRAV-     980,012.9   (mgal)                       NAVD 88
 JY1233
 JY1233  VERT ORDER  -  FIRST     CLASS II
 JY1233
 JY1233.The horizontal coordinates were scaled from a topographic map and have
 JY1233.an estimated accuracy of +/- 6 seconds.
 JY1233
 JY1233.The orthometric height was determined by differential leveling
 JY1233.and adjusted by the National Geodetic Survey in June 1991..
 JY1233
 JY1233.The geoid height was determined by GEOID03.
 JY1233
 JY1233.The dynamic height is computed by dividing the NAVD 88
 JY1233.geopotential number by the normal gravity value computed on the
 JY1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1233.degrees latitude (g = 980.6199 gals.).
 JY1233
 JY1233.The modeled gravity was interpolated from observed gravity values.
 JY1233
 JY1233;                    North         East    Units  Estimated Accuracy
 JY1233;SPC OH S     -   148,120.      555,170.      MT  (+/- 180 meters Scaled)
 JY1233
 JY1233                          SUPERSEDED SURVEY CONTROL
 JY1233
 JY1233  NGVD 29 (06/03/91)  226.724  (m)          743.84   (f) ADJUSTED    1 2
 JY1233
 JY1233.Superseded values are not recommended for survey control.
 JY1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1233.See file dsdata.txt to determine how the superseded data were derived.
 JY1233
 JY1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD259556(NAD 83)
 JY1233_MARKER: I = METAL ROD
 JY1233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JY1233_SP_SET: STAINLESS STEEL ROD
 JY1233_STAMPING: G 338 1984
 JY1233_MARK LOGO: NGS   
 JY1233_PROJECTION: FLUSH
 JY1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1233_ROD/PIPE-DEPTH: 4.3  meters
 JY1233
 JY1233  HISTORY     - Date     Condition        Report By
 JY1233  HISTORY     - 1984     MONUMENTED       NGS
 JY1233
 JY1233                          STATION DESCRIPTION
 JY1233
 JY1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1233'3.5 KM (2.15 MI) WEST FROM CHILLICOTHE.
 JY1233'3.5 KM (2.15 MI) WEST ALONG U.S. HIGHWAY 50 (WEST MAIN STREET) FROM
 JY1233'THE COUNTY COURTHOUSE IN CHILLICOTHE TO THE JUNCTION OF LIMESTONE
 JY1233'BOULEVARD, LEADING NORTH INTO THE BREWER HEIGHTS SUB-DIVISION, AND THE
 JY1233'MARK ON THE RIGHT, ON THE SOUTH SIDE OF A STONE MONUMENT PLANTER WITH
 JY1233'SIGN (BREWER HEIGHTS), 11.79 METERS (38.7 FT) NORTH OF THE CENTERLINE
 JY1233'OF THE HIGHWAY, 15.85 METERS (52.0 FT) EAST OF THE CENTER OF THE
 JY1233'BOULEVARD, 6.86 METERS (22.5 FT) SOUTHEAST OF A UTILITY POLE WITH A
 JY1233'STREET LAMP, 0.55 METER (1.8 FT) SOUTH OF THE SOUTH FACE OF THE
 JY1233'PLANTER.
 JY1233'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1257 ***********************************************************************
 JY1257  DESIGNATION -  G 339
 JY1257  PID         -  JY1257
 JY1257  STATE/COUNTY-  OH/HIGHLAND
 JY1257  USGS QUAD   -  GREENFIELD (1979)
 JY1257
 JY1257                         *CURRENT SURVEY CONTROL
 JY1257  ___________________________________________________________________
 JY1257* NAD 83(1986)-  39 21 10.     (N)    083 22 42.     (W)     SCALED    
 JY1257* NAVD 88     -       266.447  (meters)     874.17   (feet)  ADJUSTED  
 JY1257  ___________________________________________________________________
 JY1257  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JY1257  DYNAMIC HT  -         266.293 (meters)     873.66  (feet)  COMP
 JY1257  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 JY1257
 JY1257  VERT ORDER  -  FIRST     CLASS II
 JY1257
 JY1257.The horizontal coordinates were scaled from a topographic map and have
 JY1257.an estimated accuracy of +/- 6 seconds.
 JY1257
 JY1257.The orthometric height was determined by differential leveling
 JY1257.and adjusted by the National Geodetic Survey in June 1991..
 JY1257
 JY1257.The geoid height was determined by GEOID03.
 JY1257
 JY1257.The dynamic height is computed by dividing the NAVD 88
 JY1257.geopotential number by the normal gravity value computed on the
 JY1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1257.degrees latitude (g = 980.6199 gals.).
 JY1257
 JY1257.The modeled gravity was interpolated from observed gravity values.
 JY1257
 JY1257;                    North         East    Units  Estimated Accuracy
 JY1257;SPC OH S     -   150,540.      524,300.      MT  (+/- 180 meters Scaled)
 JY1257
 JY1257                          SUPERSEDED SURVEY CONTROL
 JY1257
 JY1257  NGVD 29 (06/03/91)  266.613  (m)          874.71   (f) ADJUSTED    1 2
 JY1257
 JY1257.Superseded values are not recommended for survey control.
 JY1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1257.See file dsdata.txt to determine how the superseded data were derived.
 JY1257
 JY1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD950586(NAD 83)
 JY1257_MARKER: DB = BENCH MARK DISK
 JY1257_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JY1257_SP_SET: ABUTMENT
 JY1257_STAMPING: G 339 1984
 JY1257_MARK LOGO: NGS   
 JY1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1257
 JY1257  HISTORY     - Date     Condition        Report By
 JY1257  HISTORY     - 1984     MONUMENTED       NGS
 JY1257
 JY1257                          STATION DESCRIPTION
 JY1257
 JY1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1257'IN GREENFIELD.
 JY1257'IN GREENFIELD, ALONG STATE HIGHWAY 28, IN TOP OF THE NORTHWEST END OF
 JY1257'THE HIGHWAY BRIDGE ABUTMENT (ALSO WALKWAY) OVER PAINT CREEK, 4.97
 JY1257'METERS (16.3 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JY1257'0.21 METER (0.7 FT) NORTHEAST OF THE NORTHWEST END OF THE WALKWAY.
 JY1257'THE MARK IS 0.27 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1155 ***********************************************************************
 JY1155  DESIGNATION -  G 34
 JY1155  PID         -  JY1155
 JY1155  STATE/COUNTY-  OH/CLARK
 JY1155  USGS QUAD   -  NEW MOOREFIELD (1995)
 JY1155
 JY1155                         *CURRENT SURVEY CONTROL
 JY1155  ___________________________________________________________________
 JY1155* NAD 83(1986)-  39 53 51.     (N)    083 38 21.     (W)     SCALED    
 JY1155* NAVD 88     -       345.924  (meters)    1134.92   (feet)  ADJUSTED  
 JY1155  ___________________________________________________________________
 JY1155  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JY1155  DYNAMIC HT  -         345.731 (meters)    1134.29  (feet)  COMP
 JY1155  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 JY1155
 JY1155  VERT ORDER  -  SECOND    CLASS 0
 JY1155
 JY1155.The horizontal coordinates were scaled from a topographic map and have
 JY1155.an estimated accuracy of +/- 6 seconds.
 JY1155
 JY1155.The orthometric height was determined by differential leveling
 JY1155.and adjusted by the National Geodetic Survey in June 1991..
 JY1155
 JY1155.The geoid height was determined by GEOID03.
 JY1155
 JY1155.The dynamic height is computed by dividing the NAVD 88
 JY1155.geopotential number by the normal gravity value computed on the
 JY1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1155.degrees latitude (g = 980.6199 gals.).
 JY1155
 JY1155.The modeled gravity was interpolated from observed gravity values.
 JY1155
 JY1155;                    North         East    Units  Estimated Accuracy
 JY1155;SPC OH S     -   211,270.      502,580.      MT  (+/- 180 meters Scaled)
 JY1155
 JY1155                          SUPERSEDED SURVEY CONTROL
 JY1155
 JY1155  NGVD 29 (??/??/92)  346.096  (m)         1135.48   (f) ADJ UNCH    2 0
 JY1155
 JY1155.Superseded values are not recommended for survey control.
 JY1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1155.See file dsdata.txt to determine how the superseded data were derived.
 JY1155
 JY1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE743197(NAD 83)
 JY1155_MARKER: DB = BENCH MARK DISK
 JY1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1155_STAMPING: G 34 1934
 JY1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1155+STABILITY: SURFACE MOTION
 JY1155
 JY1155  HISTORY     - Date     Condition        Report By
 JY1155  HISTORY     - 1934     MONUMENTED       CGS
 JY1155  HISTORY     - 1957     GOOD             NGS
 JY1155
 JY1155                          STATION DESCRIPTION
 JY1155
 JY1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JY1155'1.7 MI W FROM PLATTSBURG.
 JY1155'1.7 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 JY1155'LOUIS RAILWAY FROM THE STATION AT PLATTSBURG, CLARK COUNTY, 15
 JY1155'FEET EAST OF MILEPOST 174, AT A DIRT-ROAD CROSSING, 21.3 FEET
 JY1155'NORTH OF THE NORTH RAIL, 20 FEET WEST OF THE CENTERLINE OF THE
 JY1155'ROAD, 3.4 FEET SOUTHWEST OF A CORNER FENCE POST, AND ABOUT ONE
 JY1155'FOOT ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED
 JY1155'G 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1282 ***********************************************************************
 JY1282  DESIGNATION -  G 340
 JY1282  PID         -  JY1282
 JY1282  STATE/COUNTY-  OH/CLINTON
 JY1282  USGS QUAD   -  MARTINSVILLE (1960)
 JY1282
 JY1282                         *CURRENT SURVEY CONTROL
 JY1282  ___________________________________________________________________
 JY1282* NAD 83(1986)-  39 19 15.     (N)    083 45 12.     (W)     SCALED    
 JY1282* NAVD 88     -       321.384  (meters)    1054.41   (feet)  ADJUSTED  
 JY1282  ___________________________________________________________________
 JY1282  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JY1282  DYNAMIC HT  -         321.196 (meters)    1053.79  (feet)  COMP
 JY1282  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 JY1282
 JY1282  VERT ORDER  -  FIRST     CLASS II
 JY1282
 JY1282.The horizontal coordinates were scaled from a topographic map and have
 JY1282.an estimated accuracy of +/- 6 seconds.
 JY1282
 JY1282.The orthometric height was determined by differential leveling
 JY1282.and adjusted by the National Geodetic Survey in June 1991..
 JY1282
 JY1282.The geoid height was determined by GEOID03.
 JY1282
 JY1282.The dynamic height is computed by dividing the NAVD 88
 JY1282.geopotential number by the normal gravity value computed on the
 JY1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1282.degrees latitude (g = 980.6199 gals.).
 JY1282
 JY1282.The modeled gravity was interpolated from observed gravity values.
 JY1282
 JY1282;                    North         East    Units  Estimated Accuracy
 JY1282;SPC OH S     -   147,380.      491,930.      MT  (+/- 180 meters Scaled)
 JY1282
 JY1282                          SUPERSEDED SURVEY CONTROL
 JY1282
 JY1282  NGVD 29 (06/03/91)  321.546  (m)         1054.94   (f) ADJUSTED    1 2
 JY1282
 JY1282.Superseded values are not recommended for survey control.
 JY1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1282.See file dsdata.txt to determine how the superseded data were derived.
 JY1282
 JY1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD626559(NAD 83)
 JY1282_MARKER: DB = BENCH MARK DISK
 JY1282_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JY1282_SP_SET: ABUTMENT
 JY1282_STAMPING: G 340 1984
 JY1282_MARK LOGO: NGS   
 JY1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1282
 JY1282  HISTORY     - Date     Condition        Report By
 JY1282  HISTORY     - 1984     MONUMENTED       NGS
 JY1282
 JY1282                          STATION DESCRIPTION
 JY1282
 JY1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1282'5.4 KM (3.35 MI) WEST FROM NEW VIENNA.
 JY1282'5.2 KM (3.25 MI) WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 JY1282'STATE HIGHWAY 73 IN NEW VIENNA, THENCE 0.2 KM (0.1 MI) SOUTH ALONG
 JY1282'LAYMON ROAD TO THE BALTIMORE AND OHIO RAILROAD OVERPASS AND THE MARK
 JY1282'ON THE RIGHT, IN TOP OF THE NORTHWEST ABUTMENT OF THE OVERPASS, ALSO
 JY1282'5.3 KM (3.3 MI) EAST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 JY1282'JONESBORO ROAD IN MARTINSVILLE, THENCE 0.2 KM (0.1 MI) SOUTH ALONG
 JY1282'LAYMON ROAD, 3.50 METERS (11.5 FT) WEST OF THE CENTER OF LAYMON ROAD,
 JY1282'5.64 METERS (18.5 FT) NORTH OF THE NORTH RAIL.
 JY1282'THE MARK IS 0.91 M ABOVE LAYMON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2773 ***********************************************************************
 JZ2773  DESIGNATION -  G 341
 JZ2773  PID         -  JZ2773
 JZ2773  STATE/COUNTY-  OH/CLERMONT
 JZ2773  USGS QUAD   -  MADEIRA (1988)
 JZ2773
 JZ2773                         *CURRENT SURVEY CONTROL
 JZ2773  ___________________________________________________________________
 JZ2773* NAD 83(1986)-  39 11 11.     (N)    084 15 49.     (W)     SCALED    
 JZ2773* NAVD 88     -       230.508  (meters)     756.26   (feet)  ADJUSTED  
 JZ2773  ___________________________________________________________________
 JZ2773  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ2773  DYNAMIC HT  -         230.364 (meters)     755.79  (feet)  COMP
 JZ2773  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 JZ2773
 JZ2773  VERT ORDER  -  FIRST     CLASS II
 JZ2773
 JZ2773.The horizontal coordinates were scaled from a topographic map and have
 JZ2773.an estimated accuracy of +/- 6 seconds.
 JZ2773
 JZ2773.The orthometric height was determined by differential leveling
 JZ2773.and adjusted by the National Geodetic Survey in June 1991..
 JZ2773
 JZ2773.The geoid height was determined by GEOID03.
 JZ2773
 JZ2773.The dynamic height is computed by dividing the NAVD 88
 JZ2773.geopotential number by the normal gravity value computed on the
 JZ2773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2773.degrees latitude (g = 980.6199 gals.).
 JZ2773
 JZ2773.The modeled gravity was interpolated from observed gravity values.
 JZ2773
 JZ2773;                    North         East    Units  Estimated Accuracy
 JZ2773;SPC OH S     -   133,190.      447,650.      MT  (+/- 180 meters Scaled)
 JZ2773
 JZ2773                          SUPERSEDED SURVEY CONTROL
 JZ2773
 JZ2773  NGVD 29 (06/03/91)  230.685  (m)          756.84   (f) ADJUSTED    1 2
 JZ2773
 JZ2773.Superseded values are not recommended for survey control.
 JZ2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2773.See file dsdata.txt to determine how the superseded data were derived.
 JZ2773
 JZ2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ363410(NAD 83)
 JZ2773_MARKER: DB = BENCH MARK DISK
 JZ2773_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2773_SP_SET: BRIDGE ABUTMENT
 JZ2773_STAMPING: G 341 1984
 JZ2773_MARK LOGO: NGS   
 JZ2773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2773
 JZ2773  HISTORY     - Date     Condition        Report By
 JZ2773  HISTORY     - 1984     MONUMENTED       NGS
 JZ2773
 JZ2773                          STATION DESCRIPTION
 JZ2773
 JZ2773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JZ2773'2.3 KM (1.4 MI) NE FROM MILFORD.
 JZ2773'2.3 KM (1.45 MI) NORTHEAST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 JZ2773'U.S. HIGHWAY 50 IN MILFORD TO THE MARK ON THE LEFT IN TOP OF THE
 JZ2773'NORHTWEST BRIDGE ABUTMENT OF HIGHWAY BRIDGE OVER INTERSTATE HIGHWAY
 JZ2773'275. 0.30 METERS (1.0 FT) NORTHEAST OF THE NORTHWEST ABUTMENT.
 JZ2773'THE MARK IS 0.73 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2868 ***********************************************************************
 JZ2868  DESIGNATION -  G 342
 JZ2868  PID         -  JZ2868
 JZ2868  STATE/COUNTY-  OH/HAMILTON
 JZ2868  USGS QUAD   -  HOOVEN (1992)
 JZ2868
 JZ2868                         *CURRENT SURVEY CONTROL
 JZ2868  ___________________________________________________________________
 JZ2868* NAD 83(1986)-  39 10 12.     (N)    084 45 33.     (W)     SCALED    
 JZ2868* NAVD 88     -       152.284  (meters)     499.62   (feet)  ADJUSTED  
 JZ2868  ___________________________________________________________________
 JZ2868  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JZ2868  DYNAMIC HT  -         152.191 (meters)     499.31  (feet)  COMP
 JZ2868  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 JZ2868
 JZ2868  VERT ORDER  -  FIRST     CLASS II
 JZ2868
 JZ2868.The horizontal coordinates were scaled from a topographic map and have
 JZ2868.an estimated accuracy of +/- 6 seconds.
 JZ2868
 JZ2868.The orthometric height was determined by differential leveling
 JZ2868.and adjusted by the National Geodetic Survey in June 1991..
 JZ2868
 JZ2868.The geoid height was determined by GEOID03.
 JZ2868
 JZ2868.The dynamic height is computed by dividing the NAVD 88
 JZ2868.geopotential number by the normal gravity value computed on the
 JZ2868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2868.degrees latitude (g = 980.6199 gals.).
 JZ2868
 JZ2868.The modeled gravity was interpolated from observed gravity values.
 JZ2868
 JZ2868;                    North         East    Units  Estimated Accuracy
 JZ2868;SPC OH S     -   132,330.      404,800.      MT  (+/- 180 meters Scaled)
 JZ2868
 JZ2868                          SUPERSEDED SURVEY CONTROL
 JZ2868
 JZ2868  NGVD 29 (06/03/91)  152.476  (m)          500.25   (f) ADJUSTED    1 2
 JZ2868
 JZ2868.Superseded values are not recommended for survey control.
 JZ2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2868.See file dsdata.txt to determine how the superseded data were derived.
 JZ2868
 JZ2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ935380(NAD 83)
 JZ2868_MARKER: I = METAL ROD
 JZ2868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JZ2868_SP_SET: STAINLESS STEEL ROD
 JZ2868_STAMPING: G 342 1986
 JZ2868_MARK LOGO: NGS   
 JZ2868_PROJECTION: FLUSH
 JZ2868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2868_ROD/PIPE-DEPTH: 9.8  meters
 JZ2868
 JZ2868  HISTORY     - Date     Condition        Report By
 JZ2868  HISTORY     - 1986     MONUMENTED       NGS
 JZ2868  HISTORY     - 20060502 GOOD             GEOCAC
 JZ2868
 JZ2868                          STATION DESCRIPTION
 JZ2868
 JZ2868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ2868'13.5 KM (8.4 MI) EAST FROM LAWRENCEBURG IN.
 JZ2868'13.5 KM (8.4 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JZ2868'STATE HIGHWAY 1 IN LAWRENCEBURG IN, 22.2 M (72.8 FT) SOUTHWEST OF THE
 JZ2868'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 7.7 M (25.3
 JZ2868'FT) SOUTHEAST OF THE CENTERLINE OF VALLEY JUNCTION ROAD, 6.7 M (22.0
 JZ2868'FT) NORTH-NORTHEAST OF THE NEAR RAIL OF THE CONRAIL RAILROAD, AND
 JZ2868'0.6 M (2.0 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE.
 JZ2868'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JZ2868'THE MARK IS 0.2 METERS  NNE FROM  A WITNESS POST
 JZ2868'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JZ2868
 JZ2868                          STATION RECOVERY (2006)
 JZ2868
 JZ2868'RECOVERY NOTE BY GEOCACHING 2006 (JAY)
 JZ2868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1983 ***********************************************************************
 MD1983  DESIGNATION -  G 344
 MD1983  PID         -  MD1983
 MD1983  STATE/COUNTY-  OH/PUTNAM
 MD1983  USGS QUAD   -  MILLER CITY (1973)
 MD1983
 MD1983                         *CURRENT SURVEY CONTROL
 MD1983  ___________________________________________________________________
 MD1983* NAD 83(1986)-  41 05 37.     (N)    084 08 26.     (W)     SCALED    
 MD1983* NAVD 88     -       220.901  (meters)     724.74   (feet)  ADJUSTED  
 MD1983  ___________________________________________________________________
 MD1983  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 MD1983  DYNAMIC HT  -         220.799 (meters)     724.40  (feet)  COMP
 MD1983  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 MD1983
 MD1983  VERT ORDER  -  FIRST     CLASS II
 MD1983
 MD1983.The horizontal coordinates were scaled from a topographic map and have
 MD1983.an estimated accuracy of +/- 6 seconds.
 MD1983
 MD1983.The orthometric height was determined by differential leveling
 MD1983.and adjusted by the National Geodetic Survey in April 1995..
 MD1983
 MD1983.The geoid height was determined by GEOID03.
 MD1983
 MD1983.The dynamic height is computed by dividing the NAVD 88
 MD1983.geopotential number by the normal gravity value computed on the
 MD1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1983.degrees latitude (g = 980.6199 gals.).
 MD1983
 MD1983.The modeled gravity was interpolated from observed gravity values.
 MD1983
 MD1983;                    North         East    Units  Estimated Accuracy
 MD1983;SPC OH N     -   159,750.      462,180.      MT  (+/- 180 meters Scaled)
 MD1983
 MD1983                          SUPERSEDED SURVEY CONTROL
 MD1983
 MD1983  NGVD 29 (01/19/93)  221.085  (m)          725.34   (f) ADJUSTED    1 2
 MD1983
 MD1983.Superseded values are not recommended for survey control.
 MD1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1983.See file dsdata.txt to determine how the superseded data were derived.
 MD1983
 MD1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL401530(NAD 83)
 MD1983_MARKER: I = METAL ROD
 MD1983_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1983_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MD1983_STAMPING: G 344 1992
 MD1983_MARK LOGO: NGS   
 MD1983_PROJECTION: FLUSH
 MD1983_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD1983+STABILITY: POSITION/ELEVATION WELL
 MD1983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1983+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MD1983_ROD/PIPE-DEPTH: 11.3 meters
 MD1983_SLEEVE-DEPTH  : 6.1 meters
 MD1983
 MD1983  HISTORY     - Date     Condition        Report By
 MD1983  HISTORY     - 1992     MONUMENTED       NGS
 MD1983
 MD1983                          STATION DESCRIPTION
 MD1983
 MD1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MD1983'10.6 KM (6.60 MI) EASTERLY ALONG STATE HIGHWAY 613 FROM THE JUNCTION
 MD1983'OF MAIN STREET IN CONTINENTAL, 47.6 M (156.2 FT) EAST OF THE NORTH
 MD1983'END OF A CULVERT, 8.9 M (29.2 FT) NORTH OF THE HIGHWAY CENTERLINE,
 MD1983'1.2 M (3.9 FT) EAST OF UTILITY POLE NUMBER 74, 0.5 M (1.6 FT) WEST OF
 MD1983'A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 MD1983'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3654 ***********************************************************************
 JZ3654  CBN         -  This is a Cooperative Base Network Control Station.
 JZ3654  DESIGNATION -  G 345
 JZ3654  PID         -  JZ3654
 JZ3654  STATE/COUNTY-  OH/MONTGOMERY
 JZ3654  USGS QUAD   -  DAYTON SOUTH (1991)
 JZ3654
 JZ3654                         *CURRENT SURVEY CONTROL
 JZ3654  ___________________________________________________________________
 JZ3654* NAD 83(1995)-  39 40 56.38450(N)    084 13 42.53947(W)     ADJUSTED  
 JZ3654* NAVD 88     -       220.795  (meters)     724.39   (feet)  ADJUSTED  
 JZ3654  ___________________________________________________________________
 JZ3654  X           -     494,305.923 (meters)                     COMP
 JZ3654  Y           -  -4,890,531.669 (meters)                     COMP
 JZ3654  Z           -   4,051,023.020 (meters)                     COMP
 JZ3654  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 JZ3654  ELLIP HEIGHT-         187.47  (meters)          (09/23/04) GPS OBS
 JZ3654  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 JZ3654  DYNAMIC HT  -         220.671 (meters)     723.98  (feet)  COMP
 JZ3654  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 JZ3654
 JZ3654  HORZ ORDER  -  A
 JZ3654  VERT ORDER  -  FIRST     CLASS II
 JZ3654  ELLP ORDER  -  FOURTH    CLASS I
 JZ3654
 JZ3654.The horizontal coordinates were established by GPS observations
 JZ3654.and adjusted by the National Geodetic Survey in September 2004..
 JZ3654
 JZ3654.The orthometric height was determined by differential leveling
 JZ3654.and adjusted by the National Geodetic Survey in January 1994..
 JZ3654.WARNING-GPS observations at this control monument resulted in a GPS
 JZ3654.derived orthometric height which differed from the leveled height by
 JZ3654.more than one decimeter (0.1 meter).
 JZ3654
 JZ3654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3654
 JZ3654.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3654
 JZ3654.The ellipsoidal height was determined by GPS observations
 JZ3654.and is referenced to NAD 83.
 JZ3654
 JZ3654.The geoid height was determined by GEOID03.
 JZ3654
 JZ3654.The dynamic height is computed by dividing the NAVD 88
 JZ3654.geopotential number by the normal gravity value computed on the
 JZ3654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3654.degrees latitude (g = 980.6199 gals.).
 JZ3654
 JZ3654.The modeled gravity was interpolated from observed gravity values.
 JZ3654
 JZ3654;                    North         East     Units Scale Factor Converg.
 JZ3654;SPC OH S     -   188,181.605   451,733.011   MT  0.99994940   -1 05 48.3
 JZ3654;UTM  16      - 4,396,172.100   737,685.771   MT  1.00029559   +1 46 13.9
 JZ3654
 JZ3654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3654!SPC OH S     -   0.99997059  x   0.99994940  =   0.99991999
 JZ3654!UTM  16      -   0.99997059  x   1.00029559  =   1.00026617
 JZ3654
 JZ3654                          SUPERSEDED SURVEY CONTROL
 JZ3654
 JZ3654  NAD 83(1995)-  39 40 56.38519(N)    084 13 42.53951(W) AD(       ) 1
 JZ3654  ELLIP H (09/11/97)  187.61   (m)                       GP(       ) 4 1
 JZ3654  NAVD 88 (09/11/97)  220.79   (m)          724.4    (f) LEVELING    3  
 JZ3654
 JZ3654.Superseded values are not recommended for survey control.
 JZ3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3654.See file dsdata.txt to determine how the superseded data were derived.
 JZ3654
 JZ3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3768696172(NAD 83)
 JZ3654_MARKER: F = FLANGE-ENCASED ROD
 JZ3654_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3654_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3654_STAMPING: G 345 1993
 JZ3654_MARK LOGO: NGS   
 JZ3654_PROJECTION: FLUSH
 JZ3654_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3654+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ3654_ROD/PIPE-DEPTH: 6.0  meters
 JZ3654_SLEEVE-DEPTH  : 0.9 meters
 JZ3654
 JZ3654  HISTORY     - Date     Condition        Report By
 JZ3654  HISTORY     - 1993     MONUMENTED       NGS
 JZ3654  HISTORY     - 19961202 GOOD             WOOLPT
 JZ3654  HISTORY     - 2003     GOOD             OH-113
 JZ3654  HISTORY     - 20041015 GOOD             INDIV
 JZ3654
 JZ3654                          STATION DESCRIPTION
 JZ3654
 JZ3654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3654'3.8 KM (2.35 MI) SOUTHERLY ALONG DRYDEN ROAD FROM THE JUNCTION OF
 JZ3654'INTERSTATE HIGHWAY 75 IN MORAINE (EXIT 50), THENCE 0.3 KM (0.20 MI)
 JZ3654'SOUTHWEST ALONG CENTRAL AVENUE, 19.9 M (65.3 FT) NORTHWEST OF THE
 JZ3654'AVENUE CENTERLINE, 6.1 M (20.0 FT) NORTH-NORTHEAST OF A WITNESS POST,
 JZ3654'5.7 M (18.7 FT) NORTHEAST OF THE NORTH CORNER OF A HEADGATE CONTROL
 JZ3654'BOX, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE AVENUE.  NOTE--ACCESS
 JZ3654'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 JZ3654'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 JZ3654
 JZ3654                          STATION RECOVERY (1996)
 JZ3654
 JZ3654'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 (BBS)
 JZ3654'RECOVERED AS DESCRIBED.
 JZ3654
 JZ3654                          STATION RECOVERY (2003)
 JZ3654
 JZ3654'RECOVERY NOTE BY MONTGOMERY COUNTY OHIO 2003 (JRS)
 JZ3654'RECOVERED AS DESCRIBED.
 JZ3654
 JZ3654                          STATION RECOVERY (2004)
 JZ3654
 JZ3654'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3662 ***********************************************************************
 JZ3662  CBN         -  This is a Cooperative Base Network Control Station.
 JZ3662  DESIGNATION -  G 346
 JZ3662  PID         -  JZ3662
 JZ3662  STATE/COUNTY-  OH/MONTGOMERY
 JZ3662  USGS QUAD   -  DAYTON NORTH (1996)
 JZ3662
 JZ3662                         *CURRENT SURVEY CONTROL
 JZ3662  ___________________________________________________________________
 JZ3662* NAD 83(1995)-  39 45 33.99103(N)    084 12 27.06592(W)     ADJUSTED  
 JZ3662* NAVD 88     -       228.051  (meters)     748.20   (feet)  ADJUSTED  
 JZ3662  ___________________________________________________________________
 JZ3662  X           -     495,543.717 (meters)                     COMP
 JZ3662  Y           -  -4,884,912.496 (meters)                     COMP
 JZ3662  Z           -   4,057,613.379 (meters)                     COMP
 JZ3662  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 JZ3662  ELLIP HEIGHT-         194.85  (meters)          (03/08/05) GPS OBS
 JZ3662  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JZ3662  DYNAMIC HT  -         227.926 (meters)     747.79  (feet)  COMP
 JZ3662  MODELED GRAV-     980,073.8   (mgal)                       NAVD 88
 JZ3662
 JZ3662  HORZ ORDER  -  B
 JZ3662  VERT ORDER  -  FIRST     CLASS II
 JZ3662  ELLP ORDER  -  FOURTH    CLASS II
 JZ3662
 JZ3662.The horizontal coordinates were established by GPS observations
 JZ3662.and adjusted by the National Geodetic Survey in August 1996..
 JZ3662
 JZ3662.The orthometric height was determined by differential leveling
 JZ3662.and adjusted by the National Geodetic Survey in January 1994..
 JZ3662
 JZ3662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3662
 JZ3662.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3662
 JZ3662.The ellipsoidal height was determined by GPS observations
 JZ3662.and is referenced to NAD 83.
 JZ3662
 JZ3662.The geoid height was determined by GEOID03.
 JZ3662
 JZ3662.The dynamic height is computed by dividing the NAVD 88
 JZ3662.geopotential number by the normal gravity value computed on the
 JZ3662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3662.degrees latitude (g = 980.6199 gals.).
 JZ3662
 JZ3662.The modeled gravity was interpolated from observed gravity values.
 JZ3662
 JZ3662;                    North         East     Units Scale Factor Converg.
 JZ3662;SPC OH S     -   196,707.251   453,693.019   MT  0.99995729   -1 05 00.4
 JZ3662;UTM  16      - 4,404,788.144   739,217.157   MT  1.00030457   +1 47 12.6
 JZ3662
 JZ3662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3662!SPC OH S     -   0.99996943  x   0.99995729  =   0.99992672
 JZ3662!UTM  16      -   0.99996943  x   1.00030457  =   1.00027399
 JZ3662
 JZ3662                          SUPERSEDED SURVEY CONTROL
 JZ3662
 JZ3662  ELLIP H (08/20/96)  194.92   (m)                       GP(       ) 4 2
 JZ3662  NAVD 88 (08/20/96)  228.05   (m)          748.2    (f) LEVELING    3  
 JZ3662
 JZ3662.Superseded values are not recommended for survey control.
 JZ3662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3662.See file dsdata.txt to determine how the superseded data were derived.
 JZ3662
 JZ3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3921704788(NAD 83)
 JZ3662_MARKER: I = METAL ROD
 JZ3662_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3662_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3662_STAMPING: G 346 1993
 JZ3662_MARK LOGO: NGS   
 JZ3662_PROJECTION: FLUSH
 JZ3662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ3662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JZ3662+STABILITY: POSITION/ELEVATION WELL
 JZ3662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3662+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1998
 JZ3662_ROD/PIPE-DEPTH: 16.2 meters
 JZ3662_SLEEVE-DEPTH  : 3.1 meters
 JZ3662
 JZ3662  HISTORY     - Date     Condition        Report By
 JZ3662  HISTORY     - 1993     MONUMENTED       NGS
 JZ3662  HISTORY     - 19950807 GOOD             NGS
 JZ3662  HISTORY     - 19980625 GOOD             WOOLPT
 JZ3662  HISTORY     - 20041015 POOR             INDIV
 JZ3662
 JZ3662                          STATION DESCRIPTION
 JZ3662
 JZ3662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3662'IN DAYTON, AT THE INTERSECTION OF NORTH EDWIN C MOSES BOULEVARD AND
 JZ3662'NEGLEY PLACE, 66.8 M (219.2 FT) WEST OF THE BOULEVARD CENTER, 30.6 M
 JZ3662'(100.4 FT) NORTHEAST OF A UTILITY LIGHT POLE, 23.9 M (78.4 FT) NORTH
 JZ3662'OF THE CENTER OF THE PLACE, 1.1 M (3.6 FT) SOUTH OF THE WEST END OF A
 JZ3662'FENCE ENCLOSING A BALL PARK AT RIVERVIEW PARK, AND 0.4 M (1.3 FT)
 JZ3662'ABOVE THE LEVEL OF THE PLACE.  NOTE--ACCESS TO THE DATUM POINT IS
 JZ3662'THROUGH A 5-INCH LOGO CAP.
 JZ3662
 JZ3662                          STATION RECOVERY (1995)
 JZ3662
 JZ3662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JZ3662'RECOVERED AS DESCRIBED.
 JZ3662
 JZ3662                          STATION RECOVERY (1998)
 JZ3662
 JZ3662'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (GTF)
 JZ3662'RECOVERED AS DESCRIBED.
 JZ3662
 JZ3662                          STATION RECOVERY (2004)
 JZ3662
 JZ3662'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3662'LID/COVER IS MISSING.  MONUMENT IS 103.9' NW (AZ. 314 DEGREES) OF 1ST
 JZ3662'STREET LIGHT POLE ON N. SIDE OF NEGLEY PL. JUST W. OF EDWIN C. MOSES
 JZ3662'BLVD.  FENCE ENCLOSING THE BALL PARK AT RIVERVIEW PARK HAS BEEN
 JZ3662'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3621 ***********************************************************************
 JZ3621  DESIGNATION -  G 347
 JZ3621  PID         -  JZ3621
 JZ3621  STATE/COUNTY-  OH/BUTLER
 JZ3621  USGS QUAD   -  GLENDALE (1987)
 JZ3621
 JZ3621                         *CURRENT SURVEY CONTROL
 JZ3621  ___________________________________________________________________
 JZ3621* NAD 83(1986)-  39 20 39.     (N)    084 23 25.     (W)     SCALED    
 JZ3621* NAVD 88     -       253.692  (meters)     832.32   (feet)  ADJUSTED  
 JZ3621  ___________________________________________________________________
 JZ3621  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JZ3621  DYNAMIC HT  -         253.539 (meters)     831.82  (feet)  COMP
 JZ3621  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 JZ3621
 JZ3621  VERT ORDER  -  FIRST     CLASS II
 JZ3621
 JZ3621.The horizontal coordinates were scaled from a topographic map and have
 JZ3621.an estimated accuracy of +/- 6 seconds.
 JZ3621
 JZ3621.The orthometric height was determined by differential leveling
 JZ3621.and adjusted by the National Geodetic Survey in January 1994..
 JZ3621
 JZ3621.The geoid height was determined by GEOID03.
 JZ3621
 JZ3621.The dynamic height is computed by dividing the NAVD 88
 JZ3621.geopotential number by the normal gravity value computed on the
 JZ3621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3621.degrees latitude (g = 980.6199 gals.).
 JZ3621
 JZ3621.The modeled gravity was interpolated from observed gravity values.
 JZ3621
 JZ3621;                    North         East    Units  Estimated Accuracy
 JZ3621;SPC OH S     -   150,930.      437,070.      MT  (+/- 180 meters Scaled)
 JZ3621
 JZ3621                          SUPERSEDED SURVEY CONTROL
 JZ3621
 JZ3621.No superseded survey control is available for this station.
 JZ3621
 JZ3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ248582(NAD 83)
 JZ3621_MARKER: I = METAL ROD
 JZ3621_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JZ3621+WITH SETTING: INFORMATION.
 JZ3621_SP_SET: METAL ROD DRIVEN INTO GROUND
 JZ3621_STAMPING: G 347 1993
 JZ3621_MARK LOGO: NGS   
 JZ3621_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3621+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3621
 JZ3621  HISTORY     - Date     Condition        Report By
 JZ3621  HISTORY     - 1993     MONUMENTED       NGS
 JZ3621
 JZ3621                          STATION DESCRIPTION
 JZ3621
 JZ3621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3621'7.8 KM (4.85 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 JZ3621'JUNCTION OF INTERSTATE HIGHWAY 275 IN SHARONVILLE (EXIT 16), 135.0 M
 JZ3621'(442.9 FT) NORTHEAST OF THE INTERSECTION OF THE CHESSIE SYSTEM
 JZ3621'RAILROAD, 33.0 M (108.3 FT) NORTHWEST OF THE CENTER OF THE SOUTHBOUND
 JZ3621'LANES OF THE HIGHWAY, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 JZ3621'AND 0.7 M (2.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE.
 JZ3621'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 JZ3621'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 JZ3621'THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT 2.8 METERS AND FLUSH
 JZ3621'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2534 ***********************************************************************
 LA2534  DESIGNATION -  G 348
 LA2534  PID         -  LA2534
 LA2534  STATE/COUNTY-  OH/AUGLAIZE
 LA2534  USGS QUAD   -  CRIDERSVILLE (1983)
 LA2534
 LA2534                         *CURRENT SURVEY CONTROL
 LA2534  ___________________________________________________________________
 LA2534* NAD 83(1986)-  40 38 56.     (N)    084 07 54.     (W)     SCALED    
 LA2534* NAVD 88     -       273.781  (meters)     898.23   (feet)  ADJUSTED  
 LA2534  ___________________________________________________________________
 LA2534  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 LA2534  DYNAMIC HT  -         273.644 (meters)     897.78  (feet)  COMP
 LA2534  MODELED GRAV-     980,120.5   (mgal)                       NAVD 88
 LA2534
 LA2534  VERT ORDER  -  FIRST     CLASS II
 LA2534
 LA2534.The horizontal coordinates were scaled from a topographic map and have
 LA2534.an estimated accuracy of +/- 6 seconds.
 LA2534
 LA2534.The orthometric height was determined by differential leveling
 LA2534.and adjusted by the National Geodetic Survey in January 1994..
 LA2534
 LA2534.The geoid height was determined by GEOID03.
 LA2534
 LA2534.The dynamic height is computed by dividing the NAVD 88
 LA2534.geopotential number by the normal gravity value computed on the
 LA2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2534.degrees latitude (g = 980.6199 gals.).
 LA2534
 LA2534.The modeled gravity was interpolated from observed gravity values.
 LA2534
 LA2534;                    North         East    Units  Estimated Accuracy
 LA2534;SPC OH N     -   110,360.      462,010.      MT  (+/- 180 meters Scaled)
 LA2534
 LA2534                          SUPERSEDED SURVEY CONTROL
 LA2534
 LA2534.No superseded survey control is available for this station.
 LA2534
 LA2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL425037(NAD 83)
 LA2534_MARKER: I = METAL ROD
 LA2534_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2534_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2534_STAMPING: G 348 1993
 LA2534_MARK LOGO: NGS   
 LA2534_PROJECTION: FLUSH
 LA2534_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LA2534+STABILITY: POSITION/ELEVATION WELL
 LA2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2534+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2534_ROD/PIPE-DEPTH: 9.8  meters
 LA2534_SLEEVE-DEPTH  : 3.1 meters
 LA2534
 LA2534  HISTORY     - Date     Condition        Report By
 LA2534  HISTORY     - 1993     MONUMENTED       NGS
 LA2534
 LA2534                          STATION DESCRIPTION
 LA2534
 LA2534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2534'12.3 KM (7.65 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2534'JUNCTION OF STATE HIGHWAY 117 IN LIMA (EXIT 117), 626.0 M (2053.8 FT)
 LA2534'SOUTH OF THE CENTER OF CRIDERSVILLE ROAD (EXIT 118), 24.8 M (81.4 FT)
 LA2534'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 18.8 M
 LA2534'(61.7 FT) NORTH OF A BRACED FENCE POST, 1.2 M (3.9 FT) EAST OF A
 LA2534'WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 LA2534'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LA2534'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2501 ***********************************************************************
 LA2501  DESIGNATION -  G 349
 LA2501  PID         -  LA2501
 LA2501  STATE/COUNTY-  OH/SHELBY
 LA2501  USGS QUAD   -  PIQUA EAST (1984)
 LA2501
 LA2501                         *CURRENT SURVEY CONTROL
 LA2501  ___________________________________________________________________
 LA2501* NAD 83(1986)-  40 13 57.     (N)    084 10 29.     (W)     SCALED    
 LA2501* NAVD 88     -       310.525  (meters)    1018.78   (feet)  ADJUSTED  
 LA2501  ___________________________________________________________________
 LA2501  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LA2501  DYNAMIC HT  -         310.368 (meters)    1018.27  (feet)  COMP
 LA2501  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 LA2501
 LA2501  VERT ORDER  -  FIRST     CLASS II
 LA2501
 LA2501.The horizontal coordinates were scaled from a topographic map and have
 LA2501.an estimated accuracy of +/- 6 seconds.
 LA2501
 LA2501.The orthometric height was determined by differential leveling
 LA2501.and adjusted by the National Geodetic Survey in January 1994..
 LA2501
 LA2501.The geoid height was determined by GEOID03.
 LA2501
 LA2501.The dynamic height is computed by dividing the NAVD 88
 LA2501.geopotential number by the normal gravity value computed on the
 LA2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2501.degrees latitude (g = 980.6199 gals.).
 LA2501
 LA2501.The modeled gravity was interpolated from observed gravity values.
 LA2501
 LA2501;                    North         East    Units  Estimated Accuracy
 LA2501;SPC OH N     -    64,200.      457,480.      MT  (+/- 180 meters Scaled)
 LA2501
 LA2501                          SUPERSEDED SURVEY CONTROL
 LA2501
 LA2501.No superseded survey control is available for this station.
 LA2501
 LA2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK403573(NAD 83)
 LA2501_MARKER: I = METAL ROD
 LA2501_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2501_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2501_STAMPING: G 349 1993
 LA2501_MARK LOGO: NGS   
 LA2501_PROJECTION: FLUSH
 LA2501_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2501+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2501_ROD/PIPE-DEPTH: 6.5  meters
 LA2501_SLEEVE-DEPTH  : 0.9 meters
 LA2501
 LA2501  HISTORY     - Date     Condition        Report By
 LA2501  HISTORY     - 1993     MONUMENTED       NGS
 LA2501
 LA2501                          STATION DESCRIPTION
 LA2501
 LA2501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2501'6.1 KM (3.80 MI) SOUTHERLY ALONG OHIO AVENUE AND PIQUA-SIDNEY ROAD
 LA2501'(COUNTY ROAD 25A) FROM THE COURTHOUSE IN SIDNEY, THENCE 1.1 KM (0.70
 LA2501'MI) WESTERLY ALONG FULTON ROAD, 65.0 M (213.3 FT) EAST OF THE CENTER
 LA2501'OF A DRIVEWAY LEADING TO HOUSE NUMBER 13731, 6.8 M (22.3 FT)
 LA2501'NORTH-NORTHEAST OF THE ROAD CENTERLINE, 0.8 M (2.6 FT) WEST OF A
 LA2501'UTILITY POLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.4 M
 LA2501'(1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LA2501'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 LA2501'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1115 ***********************************************************************
 JY1115  DESIGNATION -  G 35
 JY1115  PID         -  JY1115
 JY1115  STATE/COUNTY-  OH/GREENE
 JY1115  USGS QUAD   -  YELLOW SPRINGS (1992)
 JY1115
 JY1115                         *CURRENT SURVEY CONTROL
 JY1115  ___________________________________________________________________
 JY1115* NAD 83(1986)-  39 48 38.     (N)    083 53 16.     (W)     SCALED    
 JY1115* NAVD 88     -       294.369  (meters)     965.78   (feet)  ADJUSTED  
 JY1115  ___________________________________________________________________
 JY1115  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JY1115  DYNAMIC HT  -         294.204 (meters)     965.23  (feet)  COMP
 JY1115  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 JY1115
 JY1115  VERT ORDER  -  SECOND    CLASS 0
 JY1115
 JY1115.The horizontal coordinates were scaled from a topographic map and have
 JY1115.an estimated accuracy of +/- 6 seconds.
 JY1115
 JY1115.The orthometric height was determined by differential leveling
 JY1115.and adjusted by the National Geodetic Survey in June 1991..
 JY1115
 JY1115.The geoid height was determined by GEOID03.
 JY1115
 JY1115.The dynamic height is computed by dividing the NAVD 88
 JY1115.geopotential number by the normal gravity value computed on the
 JY1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1115.degrees latitude (g = 980.6199 gals.).
 JY1115
 JY1115.The modeled gravity was interpolated from observed gravity values.
 JY1115
 JY1115;                    North         East    Units  Estimated Accuracy
 JY1115;SPC OH S     -   201,910.      481,170.      MT  (+/- 180 meters Scaled)
 JY1115
 JY1115                          SUPERSEDED SURVEY CONTROL
 JY1115
 JY1115  NGVD 29 (??/??/92)  294.549  (m)          966.37   (f) ADJ UNCH    2 0
 JY1115
 JY1115.Superseded values are not recommended for survey control.
 JY1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1115.See file dsdata.txt to determine how the superseded data were derived.
 JY1115
 JY1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE528107(NAD 83)
 JY1115_MARKER: DB = BENCH MARK DISK
 JY1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1115_STAMPING: G 35 1934
 JY1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1115+STABILITY: SURFACE MOTION
 JY1115
 JY1115  HISTORY     - Date     Condition        Report By
 JY1115  HISTORY     - 1934     MONUMENTED       CGS
 JY1115  HISTORY     - 1954     MARK NOT FOUND   NGS
 JY1115  HISTORY     - 19981130 MARK NOT FOUND   USPSQD
 JY1115
 JY1115                          STATION DESCRIPTION
 JY1115
 JY1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY1115'1.1 MI N FROM YELLOW SPRINGS.
 JY1115'1.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JY1115'AT YELLOW SPRINGS, GREEN COUNTY, OPPOSITE THE H.L. HACKETTE AND
 JY1115'SONS YARD, AT CONCRETE BRIDGE, 10.29, 35.4 FEET WEST OF THE WEST
 JY1115'RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 JY1115'STAMPED G 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JY1115
 JY1115                          STATION RECOVERY (1998)
 JY1115
 JY1115'RECOVERY NOTE BY US POWER SQUADRON 1998
 JY1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2513 ***********************************************************************
 LA2513  DESIGNATION -  G 350
 LA2513  PID         -  LA2513
 LA2513  STATE/COUNTY-  OH/SHELBY
 LA2513  USGS QUAD   -  BOTKINS (1984)
 LA2513
 LA2513                         *CURRENT SURVEY CONTROL
 LA2513  ___________________________________________________________________
 LA2513* NAD 83(1986)-  40 23 28.     (N)    084 09 39.     (W)     SCALED    
 LA2513* NAVD 88     -       324.572  (meters)    1064.87   (feet)  ADJUSTED  
 LA2513  ___________________________________________________________________
 LA2513  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LA2513  DYNAMIC HT  -         324.413 (meters)    1064.35  (feet)  COMP
 LA2513  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 LA2513
 LA2513  VERT ORDER  -  FIRST     CLASS II
 LA2513
 LA2513.The horizontal coordinates were scaled from a topographic map and have
 LA2513.an estimated accuracy of +/- 6 seconds.
 LA2513
 LA2513.The orthometric height was determined by differential leveling
 LA2513.and adjusted by the National Geodetic Survey in January 1994..
 LA2513
 LA2513.The geoid height was determined by GEOID03.
 LA2513
 LA2513.The dynamic height is computed by dividing the NAVD 88
 LA2513.geopotential number by the normal gravity value computed on the
 LA2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2513.degrees latitude (g = 980.6199 gals.).
 LA2513
 LA2513.The modeled gravity was interpolated from observed gravity values.
 LA2513
 LA2513;                    North         East    Units  Estimated Accuracy
 LA2513;SPC OH N     -    81,790.      459,000.      MT  (+/- 180 meters Scaled)
 LA2513
 LA2513                          SUPERSEDED SURVEY CONTROL
 LA2513
 LA2513.No superseded survey control is available for this station.
 LA2513
 LA2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK409750(NAD 83)
 LA2513_MARKER: I = METAL ROD
 LA2513_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2513_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2513_STAMPING: G 350 1993
 LA2513_MARK LOGO: NGS   
 LA2513_PROJECTION: FLUSH
 LA2513_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2513+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2513_ROD/PIPE-DEPTH: 6.0  meters
 LA2513_SLEEVE-DEPTH  : 0.9 meters
 LA2513
 LA2513  HISTORY     - Date     Condition        Report By
 LA2513  HISTORY     - 1993     MONUMENTED       NGS
 LA2513
 LA2513                          STATION DESCRIPTION
 LA2513
 LA2513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2513'9.1 KM (5.65 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2513'JUNCTION OF STATE HIGHWAY 29 IN SIDNEY (EXIT 93), 439.0 M (1440.3 FT)
 LA2513'SOUTH OF THE CENTER OF STATE HIGHWAY 119, 237.0 M (777.6 FT) NORTH OF
 LA2513'A HIGHWAY INFORMATION SIGN (ANNA MINSTER STATE HWY 119 EXIT 99), 24.3
 LA2513'M (79.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LA2513'HIGHWAY, 0.6 M (2.0 FT) WEST OF A WITNESS POST AND A BRACED FENCE
 LA2513'POST, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LA2513'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 LA2513'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1669 ***********************************************************************
 MC1669  DESIGNATION -  G 351
 MC1669  PID         -  MC1669
 MC1669  STATE/COUNTY-  OH/WOOD
 MC1669  USGS QUAD   -  BOWLING GREEN SOUTH (1994)
 MC1669
 MC1669                         *CURRENT SURVEY CONTROL
 MC1669  ___________________________________________________________________
 MC1669* NAD 83(1986)-  41 16 07.     (N)    083 39 02.     (W)     SCALED    
 MC1669* NAVD 88     -       209.167  (meters)     686.24   (feet)  ADJUSTED  
 MC1669  ___________________________________________________________________
 MC1669  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 MC1669  DYNAMIC HT  -         209.076 (meters)     685.94  (feet)  COMP
 MC1669  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 MC1669
 MC1669  VERT ORDER  -  FIRST     CLASS II
 MC1669
 MC1669.The horizontal coordinates were scaled from a topographic map and have
 MC1669.an estimated accuracy of +/- 6 seconds.
 MC1669
 MC1669.The orthometric height was determined by differential leveling
 MC1669.and adjusted by the National Geodetic Survey in January 1994..
 MC1669
 MC1669.The geoid height was determined by GEOID03.
 MC1669
 MC1669.The dynamic height is computed by dividing the NAVD 88
 MC1669.geopotential number by the normal gravity value computed on the
 MC1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1669.degrees latitude (g = 980.6199 gals.).
 MC1669
 MC1669.The modeled gravity was interpolated from observed gravity values.
 MC1669
 MC1669;                    North         East    Units  Estimated Accuracy
 MC1669;SPC OH N     -   178,530.      503,600.      MT  (+/- 180 meters Scaled)
 MC1669
 MC1669                          SUPERSEDED SURVEY CONTROL
 MC1669
 MC1669.No superseded survey control is available for this station.
 MC1669
 MC1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF779719(NAD 83)
 MC1669_MARKER: I = METAL ROD
 MC1669_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1669_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1669_STAMPING: G 351 1993
 MC1669_MARK LOGO: NGS   
 MC1669_PROJECTION: FLUSH
 MC1669_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1669+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1669_ROD/PIPE-DEPTH: 5.5  meters
 MC1669_SLEEVE-DEPTH  : 0.9 meters
 MC1669
 MC1669  HISTORY     - Date     Condition        Report By
 MC1669  HISTORY     - 1993     MONUMENTED       NGS
 MC1669
 MC1669                          STATION DESCRIPTION
 MC1669
 MC1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1669'11.4 KM (7.10 MI) SOUTHERLY ALONG STATE HIGHWAY 25 FROM THE POST
 MC1669'OFFICE IN BOWLING GREEN, 14.4 M (47.2 FT) NORTH OF THE CENTER OF BAYS
 MC1669'ROAD, 13.6 M (44.6 FT) EAST OF THE SOUTHEAST CORNER OF A CHAIN-LINK
 MC1669'FENCE ENCLOSING A SUBSTATION, 12.3 M (40.4 FT) WEST OF AND LEVEL WITH
 MC1669'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 5.0 M (16.4
 MC1669'FT) SOUTH OF A T-JUNCTION UTILITY POLE, AND 0.9 M (3.0 FT) EAST OF A
 MC1669'WITNESS POST AND FENCE CORNER.  NOTE--ACCESS TO THE DATUM POINT IS
 MC1669'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 MC1669'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1687 ***********************************************************************
 MC1687  DESIGNATION -  G 352
 MC1687  PID         -  MC1687
 MC1687  STATE/COUNTY-  OH/WOOD
 MC1687  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 MC1687
 MC1687                         *CURRENT SURVEY CONTROL
 MC1687  ___________________________________________________________________
 MC1687* NAD 83(1986)-  41 29 34.     (N)    083 38 39.     (W)     SCALED    
 MC1687* NAVD 88     -       199.479  (meters)     654.46   (feet)  ADJUSTED  
 MC1687  ___________________________________________________________________
 MC1687  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1687  DYNAMIC HT  -         199.399 (meters)     654.19  (feet)  COMP
 MC1687  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 MC1687
 MC1687  VERT ORDER  -  FIRST     CLASS II
 MC1687
 MC1687.The horizontal coordinates were scaled from a topographic map and have
 MC1687.an estimated accuracy of +/- 6 seconds.
 MC1687
 MC1687.The orthometric height was determined by differential leveling
 MC1687.and adjusted by the National Geodetic Survey in January 1994..
 MC1687
 MC1687.The geoid height was determined by GEOID03.
 MC1687
 MC1687.The dynamic height is computed by dividing the NAVD 88
 MC1687.geopotential number by the normal gravity value computed on the
 MC1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1687.degrees latitude (g = 980.6199 gals.).
 MC1687
 MC1687.The modeled gravity was interpolated from observed gravity values.
 MC1687
 MC1687;                    North         East    Units  Estimated Accuracy
 MC1687;SPC OH N     -   203,410.      504,460.      MT  (+/- 180 meters Scaled)
 MC1687
 MC1687                          SUPERSEDED SURVEY CONTROL
 MC1687
 MC1687.No superseded survey control is available for this station.
 MC1687
 MC1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF792968(NAD 83)
 MC1687_MARKER: I = METAL ROD
 MC1687_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC1687+WITH SETTING: INFORMATION.
 MC1687_SP_SET: METAL ROD DRIVEN INTO GROUND
 MC1687_STAMPING: G 352 1993
 MC1687_MARK LOGO: NGS   
 MC1687_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1687+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1687
 MC1687  HISTORY     - Date     Condition        Report By
 MC1687  HISTORY     - 1993     MONUMENTED       NGS
 MC1687
 MC1687                          STATION DESCRIPTION
 MC1687
 MC1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1687'12.9 KM (8.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 MC1687'JUNCTION OF STATE HIGHWAY 105 IN BOWLING GREEN (EXIT 181), THENCE 1.8
 MC1687'KM (1.10 MI) WESTERLY ALONG REITZ ROAD, 28.4 M (93.2 FT) NORTH OF THE
 MC1687'CENTERLINE OF THE ROAD, 10.9 M (35.8 FT) WEST OF THE CENTERLINE OF
 MC1687'THE SOUTHBOUND LANES OF STATE HIGHWAY 25, 1.0 M (3.3 FT) BELOW THE
 MC1687'LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) EAST OF A WITNESS POST AND
 MC1687'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MC1687'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 MC1687'THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT 2.7 METERS AND FLUSH
 MC1687'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0865 ***********************************************************************
 JY0865  DESIGNATION -  G 36
 JY0865  PID         -  JY0865
 JY0865  STATE/COUNTY-  OH/PICKAWAY
 JY0865  USGS QUAD   -  CLARKSBURG (1979)
 JY0865
 JY0865                         *CURRENT SURVEY CONTROL
 JY0865  ___________________________________________________________________
 JY0865* NAD 83(1986)-  39 33 27.     (N)    083 13 40.     (W)     SCALED    
 JY0865* NAVD 88     -       262.580  (meters)     861.48   (feet)  ADJUSTED  
 JY0865  ___________________________________________________________________
 JY0865  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JY0865  DYNAMIC HT  -         262.436 (meters)     861.01  (feet)  COMP
 JY0865  MODELED GRAV-     980,069.1   (mgal)                       NAVD 88
 JY0865
 JY0865  VERT ORDER  -  SECOND    CLASS 0
 JY0865
 JY0865.The horizontal coordinates were scaled from a topographic map and have
 JY0865.an estimated accuracy of +/- 6 seconds.
 JY0865
 JY0865.The orthometric height was determined by differential leveling
 JY0865.and adjusted by the National Geodetic Survey in June 1991..
 JY0865
 JY0865.The geoid height was determined by GEOID03.
 JY0865
 JY0865.The dynamic height is computed by dividing the NAVD 88
 JY0865.geopotential number by the normal gravity value computed on the
 JY0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0865.degrees latitude (g = 980.6199 gals.).
 JY0865
 JY0865.The modeled gravity was interpolated from observed gravity values.
 JY0865
 JY0865;                    North         East    Units  Estimated Accuracy
 JY0865;SPC OH S     -   173,160.      537,460.      MT  (+/- 180 meters Scaled)
 JY0865
 JY0865                          SUPERSEDED SURVEY CONTROL
 JY0865
 JY0865  NGVD 29 (??/??/92)  262.758  (m)          862.07   (f) ADJ UNCH    2 0
 JY0865
 JY0865.Superseded values are not recommended for survey control.
 JY0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0865.See file dsdata.txt to determine how the superseded data were derived.
 JY0865
 JY0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD086810(NAD 83)
 JY0865_MARKER: DB = BENCH MARK DISK
 JY0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0865_STAMPING: G 36 1934
 JY0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0865+STABILITY: SURFACE MOTION
 JY0865
 JY0865  HISTORY     - Date     Condition        Report By
 JY0865  HISTORY     - 1934     MONUMENTED       CGS
 JY0865  HISTORY     - 1934     MARK NOT FOUND   USGS
 JY0865
 JY0865                          STATION DESCRIPTION
 JY0865
 JY0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0865'1.5 MI NE FROM NEW HOLLAND.
 JY0865'1.5 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JY0865'AT NEW HOLLAND, PICKAWAY COUNTY, 0.3 MILE WEST OF MILEPOST T 96,
 JY0865'24.8 FEET NORTH OF THE NORTH RAIL, 2.2 FEET SOUTH OF A WIRE FENCE,
 JY0865'AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JY0865'G 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JY0865
 JY0865                          STATION RECOVERY (1934)
 JY0865
 JY0865'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 JY0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1150 ***********************************************************************
 JY1150  DESIGNATION -  G 37
 JY1150  PID         -  JY1150
 JY1150  STATE/COUNTY-  OH/GREENE
 JY1150  USGS QUAD   -  XENIA (1994)
 JY1150
 JY1150                         *CURRENT SURVEY CONTROL
 JY1150  ___________________________________________________________________
 JY1150* NAD 83(1986)-  39 42 01.     (N)    083 56 57.     (W)     SCALED    
 JY1150* NAVD 88     -       263.323  (meters)     863.92   (feet)  ADJUSTED  
 JY1150  ___________________________________________________________________
 JY1150  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JY1150  DYNAMIC HT  -         263.176 (meters)     863.44  (feet)  COMP
 JY1150  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 JY1150
 JY1150  VERT ORDER  -  SECOND    CLASS 0
 JY1150
 JY1150.The horizontal coordinates were scaled from a topographic map and have
 JY1150.an estimated accuracy of +/- 6 seconds.
 JY1150
 JY1150.The orthometric height was determined by differential leveling
 JY1150.and adjusted by the National Geodetic Survey in June 1991..
 JY1150
 JY1150.The geoid height was determined by GEOID03.
 JY1150
 JY1150.The dynamic height is computed by dividing the NAVD 88
 JY1150.geopotential number by the normal gravity value computed on the
 JY1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1150.degrees latitude (g = 980.6199 gals.).
 JY1150
 JY1150.The modeled gravity was interpolated from observed gravity values.
 JY1150
 JY1150;                    North         East    Units  Estimated Accuracy
 JY1150;SPC OH S     -   189,750.      475,720.      MT  (+/- 180 meters Scaled)
 JY1150
 JY1150                          SUPERSEDED SURVEY CONTROL
 JY1150
 JY1150  NGVD 29 (??/??/92)  263.510  (m)          864.53   (f) ADJ UNCH    2 0
 JY1150
 JY1150.Superseded values are not recommended for survey control.
 JY1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1150.See file dsdata.txt to determine how the superseded data were derived.
 JY1150
 JY1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD471986(NAD 83)
 JY1150_MARKER: DB = BENCH MARK DISK
 JY1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1150_STAMPING: G 37 1934
 JY1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1150+STABILITY: SURFACE MOTION
 JY1150
 JY1150  HISTORY     - Date     Condition        Report By
 JY1150  HISTORY     - 1934     MONUMENTED       CGS
 JY1150  HISTORY     - 1954     GOOD             NGS
 JY1150  HISTORY     - 19981130 MARK NOT FOUND   USPSQD
 JY1150
 JY1150                          STATION DESCRIPTION
 JY1150
 JY1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY1150'1.9 MI NW FROM XENIA.
 JY1150'1.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY1150'THE PENNSYLVANIA RAILROAD STATION AT XENIA, GREENE COUNTY, 70
 JY1150'YARDS EAST OF THE WEST SIDE OF THE CARETAKER SHACK, 12 YARDS
 JY1150'NORTHWEST OF THE SOUTHEAST CORNER OF THE HIGHEST CONCRETE BASIN
 JY1150'OF THE XENIA TREATMENT PLANT, 4-1/2 YARDS SOUTH OF THE SOUTH
 JY1150'RAIL, 1-1/2 YARDS NORTHWEST OF THE FIRST POLE EAST OF POLE 16+10,
 JY1150'AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JY1150'G 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JY1150
 JY1150                          STATION RECOVERY (1998)
 JY1150
 JY1150'RECOVERY NOTE BY US POWER SQUADRON 1998
 JY1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0893 ***********************************************************************
 JY0893  DESIGNATION -  G 38
 JY0893  PID         -  JY0893
 JY0893  STATE/COUNTY-  OH/MADISON
 JY0893  USGS QUAD   -  LONDON (1995)
 JY0893
 JY0893                         *CURRENT SURVEY CONTROL
 JY0893  ___________________________________________________________________
 JY0893* NAD 83(1986)-  39 59 34.     (N)    083 25 13.     (W)     SCALED    
 JY0893* NAVD 88     -       308.646  (meters)    1012.62   (feet)  ADJUSTED  
 JY0893  ___________________________________________________________________
 JY0893  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JY0893  DYNAMIC HT  -         308.483 (meters)    1012.08  (feet)  COMP
 JY0893  MODELED GRAV-     980,089.5   (mgal)                       NAVD 88
 JY0893
 JY0893  VERT ORDER  -  SECOND    CLASS 0
 JY0893
 JY0893.The horizontal coordinates were scaled from a topographic map and have
 JY0893.an estimated accuracy of +/- 6 seconds.
 JY0893
 JY0893.The orthometric height was determined by differential leveling
 JY0893.and adjusted by the National Geodetic Survey in June 1991..
 JY0893
 JY0893.The geoid height was determined by GEOID03.
 JY0893
 JY0893.The dynamic height is computed by dividing the NAVD 88
 JY0893.geopotential number by the normal gravity value computed on the
 JY0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0893.degrees latitude (g = 980.6199 gals.).
 JY0893
 JY0893.The modeled gravity was interpolated from observed gravity values.
 JY0893
 JY0893;                    North         East    Units  Estimated Accuracy
 JY0893;SPC OH S     -   221,630.      521,410.      MT  (+/- 180 meters Scaled)
 JY0893
 JY0893                          SUPERSEDED SURVEY CONTROL
 JY0893
 JY0893  NGVD 29 (??/??/92)  308.83   (m)         1013.2    (f) COMPUTED    2 0
 JY0893
 JY0893.Superseded values are not recommended for survey control.
 JY0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0893.See file dsdata.txt to determine how the superseded data were derived.
 JY0893
 JY0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE933297(NAD 83)
 JY0893_MARKER: DB = BENCH MARK DISK
 JY0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0893_SP_SET: CULVERT
 JY0893_STAMPING: G 38 1934
 JY0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0893
 JY0893  HISTORY     - Date     Condition        Report By
 JY0893  HISTORY     - 1934     MONUMENTED       CGS
 JY0893  HISTORY     - 1935     GOOD             NGS
 JY0893
 JY0893                          STATION DESCRIPTION
 JY0893
 JY0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY0893'7.1 MI N FROM LONDON.
 JY0893'NORTH CORPORATION LINE.  ALONG OHIO STATE HIGHWAY NO 38, AT
 JY0893'CROSSING WITH OHIO STATE HIGHWAY NO 29, ON SOUTH END OF WEST HEADWALL
 JY0893'OF CONCRETE CULVERT UNDER HIGHWAY NO 29, 42 YARDS EAST OF CENTER OF
 JY0893'HIGHWAY NO 38, 16.6 FEET SOUTH OF CENTER OF HIGHWAY NO 29, 0.5 FEET
 JY0893'BELOW SURFACE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0894 ***********************************************************************
 JY0894  DESIGNATION -  G 38 RESET
 JY0894  PID         -  JY0894
 JY0894  STATE/COUNTY-  OH/MADISON
 JY0894  USGS QUAD   -  LONDON (1995)
 JY0894
 JY0894                         *CURRENT SURVEY CONTROL
 JY0894  ___________________________________________________________________
 JY0894* NAD 83(1986)-  39 59 34.     (N)    083 25 13.     (W)     SCALED    
 JY0894* NAVD 88     -       308.65   (+/-2cm)    1012.6    (feet)  VERTCON   
 JY0894  ___________________________________________________________________
 JY0894  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JY0894
 JY0894  VERT ORDER  -  THIRD (See Below)
 JY0894
 JY0894.The horizontal coordinates were scaled from a topographic map and have
 JY0894.an estimated accuracy of +/- 6 seconds.
 JY0894
 JY0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY0894.The vertical order pertains to the NGVD 29 superseded value.
 JY0894
 JY0894.The geoid height was determined by GEOID03.
 JY0894
 JY0894;                    North         East    Units  Estimated Accuracy
 JY0894;SPC OH S     -   221,630.      521,410.      MT  (+/- 180 meters Scaled)
 JY0894
 JY0894                          SUPERSEDED SURVEY CONTROL
 JY0894
 JY0894  NGVD 29 (??/??/??)  308.84   (m)         1013.3    (f) RESET       3  
 JY0894
 JY0894.Superseded values are not recommended for survey control.
 JY0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0894.See file dsdata.txt to determine how the superseded data were derived.
 JY0894
 JY0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE933297(NAD 83)
 JY0894_MARKER: DB = BENCH MARK DISK
 JY0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0894_SP_SET: CULVERT
 JY0894_STAMPING: G 38 RESET 1958
 JY0894_MARK LOGO: CGS   
 JY0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0894
 JY0894  HISTORY     - Date     Condition        Report By
 JY0894  HISTORY     - 1958     MONUMENTED       OHHD
 JY0894  HISTORY     - 1959     GOOD             OHHD
 JY0894
 JY0894                          STATION DESCRIPTION
 JY0894
 JY0894'DESCRIBED BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1958
 JY0894'7.1 MI N FROM LONDON.
 JY0894'7.1 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE NORTH CORPORATION
 JY0894'LIMITS OF LONDON, AT THE INTERSECTION OF STATE HIGHWAY 29, IN
 JY0894'THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 JY0894'CULVERT OF STATE HIGHWAY 29, ABOUT 42 YARDS EAST OF THE CENTER
 JY0894'LINE OF STATE HIGHWAY 38, 1696 FEET SOUTH OF THE CENTERLINE OF
 JY0894'STATE HIGHWAY 29, AND SET IN REBUILT CONCRETE.
 JY0894
 JY0894                          STATION RECOVERY (1959)
 JY0894
 JY0894'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1959
 JY0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0928 ***********************************************************************
 JY0928  DESIGNATION -  G 39
 JY0928  PID         -  JY0928
 JY0928  STATE/COUNTY-  OH/FAYETTE
 JY0928  USGS QUAD   -  WASHINGTON COURT HOUSE (1986)
 JY0928
 JY0928                         *CURRENT SURVEY CONTROL
 JY0928  ___________________________________________________________________
 JY0928* NAD 83(1986)-  39 34 58.     (N)    083 25 32.     (W)     SCALED    
 JY0928* NAVD 88     -       300.766  (meters)     986.76   (feet)  ADJUSTED  
 JY0928  ___________________________________________________________________
 JY0928  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JY0928  DYNAMIC HT  -         300.607 (meters)     986.24  (feet)  COMP
 JY0928  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 JY0928
 JY0928  VERT ORDER  -  SECOND    CLASS 0
 JY0928
 JY0928.The horizontal coordinates were scaled from a topographic map and have
 JY0928.an estimated accuracy of +/- 6 seconds.
 JY0928
 JY0928.The orthometric height was determined by differential leveling
 JY0928.and adjusted by the National Geodetic Survey in June 1991..
 JY0928.WARNING-Repeat measurements at this control monument indicate possible
 JY0928.vertical movement.
 JY0928
 JY0928.The geoid height was determined by GEOID03.
 JY0928
 JY0928.The dynamic height is computed by dividing the NAVD 88
 JY0928.geopotential number by the normal gravity value computed on the
 JY0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0928.degrees latitude (g = 980.6199 gals.).
 JY0928
 JY0928.The modeled gravity was interpolated from observed gravity values.
 JY0928
 JY0928;                    North         East    Units  Estimated Accuracy
 JY0928;SPC OH S     -   176,120.      520,490.      MT  (+/- 180 meters Scaled)
 JY0928
 JY0928                          SUPERSEDED SURVEY CONTROL
 JY0928
 JY0928  NGVD 29 (??/??/92)  300.952  (m)          987.37   (f) ADJ UNCH    2 0
 JY0928
 JY0928.Superseded values are not recommended for survey control.
 JY0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0928.See file dsdata.txt to determine how the superseded data were derived.
 JY0928
 JY0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD916842(NAD 83)
 JY0928_MARKER: DB = BENCH MARK DISK
 JY0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0928_STAMPING: G 39 1934
 JY0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0928+STABILITY: SURFACE MOTION
 JY0928
 JY0928  HISTORY     - Date     Condition        Report By
 JY0928  HISTORY     - 1934     MONUMENTED       CGS
 JY0928
 JY0928                          STATION DESCRIPTION
 JY0928
 JY0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0928'2.6 MI S FROM BLOOMINGBURG.
 JY0928'2.6 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 JY0928'BLOOMINGBURG, FAYETTE COUNTY, 40 YARDS NORTH OF THE CENTERLINE
 JY0928'OF THE HIGHWAY, 28.1 FEET WEST OF CULVERT FA 38 36, 23.1 FEET
 JY0928'SOUTH OF THE CENTERLINE OF A DIRT ROAD, 2.1 FEET SOUTH OF A
 JY0928'CORNER POST, 1.5 FEET WEST OF THE FENCE LINE, AND ABOUT 1/2
 JY0928'FOOT ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED
 JY0928'G 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0818 ***********************************************************************
 JZ0818  DESIGNATION -  G 39 X
 JZ0818  PID         -  JZ0818
 JZ0818  STATE/COUNTY-  OH/HAMILTON
 JZ0818  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0818
 JZ0818                         *CURRENT SURVEY CONTROL
 JZ0818  ___________________________________________________________________
 JZ0818* NAD 83(1986)-  39 09 08.     (N)    084 32 28.     (W)     SCALED    
 JZ0818* NAVD 88     -       153.743  (meters)     504.41   (feet)  ADJUSTED  
 JZ0818  ___________________________________________________________________
 JZ0818  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JZ0818  DYNAMIC HT  -         153.647 (meters)     504.09  (feet)  COMP
 JZ0818  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 JZ0818
 JZ0818  VERT ORDER  -  FIRST     CLASS II
 JZ0818
 JZ0818.The horizontal coordinates were scaled from a topographic map and have
 JZ0818.an estimated accuracy of +/- 6 seconds.
 JZ0818
 JZ0818.The orthometric height was determined by differential leveling
 JZ0818.and adjusted by the National Geodetic Survey in January 1994..
 JZ0818
 JZ0818.The geoid height was determined by GEOID03.
 JZ0818
 JZ0818.The dynamic height is computed by dividing the NAVD 88
 JZ0818.geopotential number by the normal gravity value computed on the
 JZ0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0818.degrees latitude (g = 980.6199 gals.).
 JZ0818
 JZ0818.The modeled gravity was interpolated from observed gravity values.
 JZ0818
 JZ0818;                    North         East    Units  Estimated Accuracy
 JZ0818;SPC OH S     -   129,910.      423,590.      MT  (+/- 180 meters Scaled)
 JZ0818
 JZ0818                          SUPERSEDED SURVEY CONTROL
 JZ0818
 JZ0818  NAVD 88 (06/15/91)  153.736  (m)          504.38   (f) UNKNOWN     1 2
 JZ0818  NGVD 29 (??/??/92)  153.910  (m)          504.95   (f) ADJ UNCH    1 2
 JZ0818
 JZ0818.Superseded values are not recommended for survey control.
 JZ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0818.See file dsdata.txt to determine how the superseded data were derived.
 JZ0818
 JZ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ124365(NAD 83)
 JZ0818_MARKER: DB = BENCH MARK DISK
 JZ0818_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JZ0818_SP_SET: OVERPASS WINGWALL
 JZ0818_STAMPING: G 39 X 1935
 JZ0818_MARK LOGO: CGS   
 JZ0818_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0818+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ0818
 JZ0818  HISTORY     - Date     Condition        Report By
 JZ0818  HISTORY     - 1935     MONUMENTED       CGS
 JZ0818  HISTORY     - 1949     GOOD             NGS
 JZ0818  HISTORY     - 19930604 GOOD             NGS
 JZ0818
 JZ0818                          STATION DESCRIPTION
 JZ0818
 JZ0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JZ0818'AT CINCINNATI.
 JZ0818'ON THE BALTIMORE AND OHIO RAILROAD, 4.0 MILES NORTH OF THE
 JZ0818'STATION, AT THE OVERHEAD BRIDGE AT THE INTERSECTION OF STRONG
 JZ0818'STREET AND COLERAIN AVENUE, ON THE NORTH END OF THE EAST WING
 JZ0818'WALL, 4 YARDS EAST OF THE EAST RAIL, AND ABOUT 3 FEET BELOW THE
 JZ0818'TOP OF THE RAIL.
 JZ0818
 JZ0818                          STATION RECOVERY (1993)
 JZ0818
 JZ0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0818'IN CINCINNATI, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD
 JZ0818'AND U.S. HIGHWAY 27, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH
 JZ0818'END OF THE EAST CONCRETE WINGWALL OF THE RAILROAD OVERPASS OF THE
 JZ0818'HIGHWAY, 9.8 M (32.2 FT) EAST OF THE HIGHWAY CENTER, 3.1 M (10.2 FT)
 JZ0818'SOUTH OF THE NEAR RAIL, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE TRACK,
 JZ0818'AND 0.9 M (3.0 FT) EAST OF THE WEST END OF THE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0857 ***********************************************************************
 JZ0857  DESIGNATION -  G 4
 JZ0857  PID         -  JZ0857
 JZ0857  STATE/COUNTY-  OH/BUTLER
 JZ0857  USGS QUAD   -  GREENHILLS (1981)
 JZ0857
 JZ0857                         *CURRENT SURVEY CONTROL
 JZ0857  ___________________________________________________________________
 JZ0857* NAD 83(1986)-  39 20 04.     (N)    084 30 36.     (W)     SCALED    
 JZ0857* NAVD 88     -       194.533  (meters)     638.23   (feet)  ADJUSTED  
 JZ0857  ___________________________________________________________________
 JZ0857  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JZ0857  DYNAMIC HT  -         194.417 (meters)     637.85  (feet)  COMP
 JZ0857  MODELED GRAV-     980,029.1   (mgal)                       NAVD 88
 JZ0857
 JZ0857  VERT ORDER  -  FIRST     CLASS II
 JZ0857
 JZ0857.The horizontal coordinates were scaled from a topographic map and have
 JZ0857.an estimated accuracy of +/- 6 seconds.
 JZ0857
 JZ0857.The orthometric height was determined by differential leveling
 JZ0857.and adjusted by the National Geodetic Survey in June 1991..
 JZ0857
 JZ0857.The geoid height was determined by GEOID03.
 JZ0857
 JZ0857.The dynamic height is computed by dividing the NAVD 88
 JZ0857.geopotential number by the normal gravity value computed on the
 JZ0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0857.degrees latitude (g = 980.6199 gals.).
 JZ0857
 JZ0857.The modeled gravity was interpolated from observed gravity values.
 JZ0857
 JZ0857;                    North         East    Units  Estimated Accuracy
 JZ0857;SPC OH S     -   150,070.      426,730.      MT  (+/- 180 meters Scaled)
 JZ0857
 JZ0857                          SUPERSEDED SURVEY CONTROL
 JZ0857
 JZ0857  NGVD 29 (??/??/92)  194.710  (m)          638.81   (f) ADJ UNCH    1 2
 JZ0857
 JZ0857.Superseded values are not recommended for survey control.
 JZ0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0857.See file dsdata.txt to determine how the superseded data were derived.
 JZ0857
 JZ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ146568(NAD 83)
 JZ0857_MARKER: Q = CHISELED SQUARE
 JZ0857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0857_SP_SET: ABUTMENT
 JZ0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0857
 JZ0857  HISTORY     - Date     Condition        Report By
 JZ0857  HISTORY     - UNK      MONUMENTED       CGS
 JZ0857  HISTORY     - 1947     GOOD             NGS
 JZ0857
 JZ0857                          STATION DESCRIPTION
 JZ0857
 JZ0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0857'5 MI SE FROM HAMILTON.
 JZ0857'5.0 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0857'THE STATION AT HAMILTON, ABOUT 5.4 MILES NORTHWEST OF THE STATION
 JZ0857'AT GLENDALE, AT OVERPASS NO. 204 OVER PORT UNION ROAD, A SQUARE
 JZ0857'CUT IN THE TOP OF THE FIRST COURSE OF STONE BELOW THE CONCRETE
 JZ0857'BRIDGE SEAT IN THE NORTHWEST ABUTMENT, 14 FEET NORTHEAST OF THE
 JZ0857'NORTHEAST RAIL, AND 7.5 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0375 ***********************************************************************
 MD0375  DESIGNATION -  G 41
 MD0375  PID         -  MD0375
 MD0375  STATE/COUNTY-  OH/WILLIAMS
 MD0375  USGS QUAD   -  BRYAN (1977)
 MD0375
 MD0375                         *CURRENT SURVEY CONTROL
 MD0375  ___________________________________________________________________
 MD0375* NAD 83(1986)-  41 28 50.     (N)    084 32 33.     (W)     SCALED    
 MD0375* NAVD 88     -       231.649  (meters)     760.00   (feet)  ADJUSTED  
 MD0375  ___________________________________________________________________
 MD0375  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 MD0375  DYNAMIC HT  -         231.559 (meters)     759.71  (feet)  COMP
 MD0375  MODELED GRAV-     980,227.4   (mgal)                       NAVD 88
 MD0375
 MD0375  VERT ORDER  -  SECOND    CLASS 0
 MD0375
 MD0375.The horizontal coordinates were scaled from a topographic map and have
 MD0375.an estimated accuracy of +/- 6 seconds.
 MD0375
 MD0375.The orthometric height was determined by differential leveling
 MD0375.and adjusted by the National Geodetic Survey in June 1991..
 MD0375
 MD0375.The geoid height was determined by GEOID03.
 MD0375
 MD0375.The dynamic height is computed by dividing the NAVD 88
 MD0375.geopotential number by the normal gravity value computed on the
 MD0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0375.degrees latitude (g = 980.6199 gals.).
 MD0375
 MD0375.The modeled gravity was interpolated from observed gravity values.
 MD0375
 MD0375;                    North         East    Units  Estimated Accuracy
 MD0375;SPC OH N     -   203,430.      429,430.      MT  (+/- 180 meters Scaled)
 MD0375
 MD0375                          SUPERSEDED SURVEY CONTROL
 MD0375
 MD0375  NGVD 29 (??/??/92)  231.802  (m)          760.50   (f) ADJ UNCH    2 0
 MD0375
 MD0375.Superseded values are not recommended for survey control.
 MD0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0375.See file dsdata.txt to determine how the superseded data were derived.
 MD0375
 MD0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL051950(NAD 83)
 MD0375_MARKER: DB = BENCH MARK DISK
 MD0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0375_SP_SET: SIGNAL BASE
 MD0375_STAMPING: G 41 1934
 MD0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0375
 MD0375  HISTORY     - Date     Condition        Report By
 MD0375  HISTORY     - 1934     MONUMENTED       CGS
 MD0375
 MD0375                          STATION DESCRIPTION
 MD0375
 MD0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0375'0.6 MI N FROM BRYAN.
 MD0375'0.6 MILE NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 MD0375'STATION AT BRYAN, WILLIAMS COUNTY, 1/2 POLE SOUTH OF POLE 58/25,
 MD0375'AT A SIGNAL TOWER, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 MD0375'CONCRETE BASE, 5 FEET EAST OF THE EAST RAIL, AND LEVEL WITH THE
 MD0375'TRACK.  A STANDARD DISK, STAMPED G 41 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0494 ***********************************************************************
 LA0494  DESIGNATION -  G 42
 LA0494  PID         -  LA0494
 LA0494  STATE/COUNTY-  OH/VAN WERT
 LA0494  USGS QUAD   -  SCOTT (1988)
 LA0494
 LA0494                         *CURRENT SURVEY CONTROL
 LA0494  ___________________________________________________________________
 LA0494* NAD 83(1986)-  40 57 38.     (N)    084 34 55.     (W)     SCALED    
 LA0494* NAVD 88     -       228.201  (meters)     748.69   (feet)  ADJUSTED  
 LA0494  ___________________________________________________________________
 LA0494  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 LA0494  DYNAMIC HT  -         228.102 (meters)     748.36  (feet)  COMP
 LA0494  MODELED GRAV-     980,182.5   (mgal)                       NAVD 88
 LA0494
 LA0494  VERT ORDER  -  SECOND    CLASS 0
 LA0494
 LA0494.The horizontal coordinates were scaled from a topographic map and have
 LA0494.an estimated accuracy of +/- 6 seconds.
 LA0494
 LA0494.The orthometric height was determined by differential leveling
 LA0494.and adjusted by the National Geodetic Survey in June 1991..
 LA0494
 LA0494.The geoid height was determined by GEOID03.
 LA0494
 LA0494.The dynamic height is computed by dividing the NAVD 88
 LA0494.geopotential number by the normal gravity value computed on the
 LA0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0494.degrees latitude (g = 980.6199 gals.).
 LA0494
 LA0494.The modeled gravity was interpolated from observed gravity values.
 LA0494
 LA0494;                    North         East    Units  Estimated Accuracy
 LA0494;SPC OH N     -   145,770.      424,760.      MT  (+/- 180 meters Scaled)
 LA0494
 LA0494                          SUPERSEDED SURVEY CONTROL
 LA0494
 LA0494  NGVD 29 (??/??/92)  228.360  (m)          749.21   (f) ADJ UNCH    2 0
 LA0494
 LA0494.Superseded values are not recommended for survey control.
 LA0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0494.See file dsdata.txt to determine how the superseded data were derived.
 LA0494
 LA0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL034371(NAD 83)
 LA0494_MARKER: DB = BENCH MARK DISK
 LA0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0494_STAMPING: G 42 1934
 LA0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0494+STABILITY: SURFACE MOTION
 LA0494
 LA0494  HISTORY     - Date     Condition        Report By
 LA0494  HISTORY     - 1934     MONUMENTED       CGS
 LA0494
 LA0494                          STATION DESCRIPTION
 LA0494
 LA0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0494'1 MI N FROM CAVETT.
 LA0494'1.0 MILE NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 LA0494'STATION AT CAVETT, VAN WERT COUNTY, BETWEEN TELEPHONE POLES 96/38
 LA0494'AND 96/39, IN THE SOUTHEAST ANGLE OF A DIRT-ROAD CROSSING, 60
 LA0494'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27.4 FEET EAST OF THE
 LA0494'EAST RAIL, 9 FEET SOUTHWEST OF A FENCE CORNER, 3.6 FEET WEST OF THE
 LA0494'WIRE FENCE, AND ABOUT 4 FEET LOWER THAN THE RAIL.  A STANDARD
 LA0494'DISK, STAMPED G 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0255 ***********************************************************************
 LA0255  DESIGNATION -  G 43
 LA0255  PID         -  LA0255
 LA0255  STATE/COUNTY-  OH/MERCER
 LA0255  USGS QUAD   -  MONTEZUMA (1982)
 LA0255
 LA0255                         *CURRENT SURVEY CONTROL
 LA0255  ___________________________________________________________________
 LA0255* NAD 83(1986)-  40 29 27.     (N)    084 37 08.     (W)     SCALED    
 LA0255* NAVD 88     -       272.676  (meters)     894.60   (feet)  ADJUSTED  
 LA0255  ___________________________________________________________________
 LA0255  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LA0255  DYNAMIC HT  -         272.544 (meters)     894.17  (feet)  COMP
 LA0255  MODELED GRAV-     980,134.5   (mgal)                       NAVD 88
 LA0255
 LA0255  VERT ORDER  -  SECOND    CLASS 0
 LA0255
 LA0255.The horizontal coordinates were scaled from a topographic map and have
 LA0255.an estimated accuracy of +/- 6 seconds.
 LA0255
 LA0255.The orthometric height was determined by differential leveling
 LA0255.and adjusted by the National Geodetic Survey in June 1991..
 LA0255
 LA0255.The geoid height was determined by GEOID03.
 LA0255
 LA0255.The dynamic height is computed by dividing the NAVD 88
 LA0255.geopotential number by the normal gravity value computed on the
 LA0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0255.degrees latitude (g = 980.6199 gals.).
 LA0255
 LA0255.The modeled gravity was interpolated from observed gravity values.
 LA0255
 LA0255;                    North         East    Units  Estimated Accuracy
 LA0255;SPC OH N     -    93,700.      420,380.      MT  (+/- 180 meters Scaled)
 LA0255
 LA0255                          SUPERSEDED SURVEY CONTROL
 LA0255
 LA0255  NGVD 29 (??/??/92)  272.834  (m)          895.12   (f) ADJ UNCH    2 0
 LA0255
 LA0255.Superseded values are not recommended for survey control.
 LA0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0255.See file dsdata.txt to determine how the superseded data were derived.
 LA0255
 LA0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK017849(NAD 83)
 LA0255_MARKER: DB = BENCH MARK DISK
 LA0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0255_STAMPING: G 43 1934
 LA0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0255+STABILITY: SURFACE MOTION
 LA0255
 LA0255  HISTORY     - Date     Condition        Report By
 LA0255  HISTORY     - 1934     MONUMENTED       CGS
 LA0255
 LA0255                          STATION DESCRIPTION
 LA0255
 LA0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0255'0.8 MI N FROM COLDWATER.
 LA0255'0.8 MILE NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 LA0255'STATION AT COLDWATER, MERCER COUNTY, BETWEEN POLES 131/14
 LA0255'AND 131/15, 15.8 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT
 LA0255'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G 43 1934 AND
 LA0255'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0338 ***********************************************************************
 LA0338  DESIGNATION -  G 44 RESET
 LA0338  PID         -  LA0338
 LA0338  STATE/COUNTY-  OH/MERCER
 LA0338  USGS QUAD   -  FORT RECOVERY (1994)
 LA0338
 LA0338                         *CURRENT SURVEY CONTROL
 LA0338  ___________________________________________________________________
 LA0338* NAD 83(1986)-  40 24 57.     (N)    084 48 06.     (W)     SCALED    
 LA0338* NAVD 88     -       281.81   (+/-2cm)     924.6    (feet)  VERTCON   
 LA0338  ___________________________________________________________________
 LA0338  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LA0338
 LA0338  VERT ORDER  -  THIRD (See Below)
 LA0338
 LA0338.The horizontal coordinates were scaled from a topographic map and have
 LA0338.an estimated accuracy of +/- 6 seconds.
 LA0338
 LA0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA0338.The vertical order pertains to the NGVD 29 superseded value.
 LA0338
 LA0338.The geoid height was determined by GEOID03.
 LA0338
 LA0338;                    North         East    Units  Estimated Accuracy
 LA0338;SPC OH N     -    85,770.      404,670.      MT  (+/- 180 meters Scaled)
 LA0338
 LA0338                          SUPERSEDED SURVEY CONTROL
 LA0338
 LA0338  NGVD 29 (??/??/??)  281.96   (m)          925.1    (f) RESET       3  
 LA0338
 LA0338.Superseded values are not recommended for survey control.
 LA0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0338.See file dsdata.txt to determine how the superseded data were derived.
 LA0338
 LA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK865762(NAD 83)
 LA0338_MARKER: DB = BENCH MARK DISK
 LA0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0338_STAMPING: G 44 RESET 1955
 LA0338_MARK LOGO: CGS   
 LA0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0338+STABILITY: SURFACE MOTION
 LA0338
 LA0338  HISTORY     - Date     Condition        Report By
 LA0338  HISTORY     - 1955     MONUMENTED       INHD
 LA0338  HISTORY     - 1956     GOOD             CGS
 LA0338
 LA0338                          STATION DESCRIPTION
 LA0338
 LA0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LA0338'1.4 MI W FROM FORT RECOVERY.
 LA0338'1.4 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LA0338'FROM THE STATION AT FORT RECOVERY, 531 FEET EAST OF THE OHIO-INDIANA
 LA0338'STATE LINE, AT THE CROSSING OF STATE HIGHWAY 119, 65.2 FEET SOUTH
 LA0338'OF THE CENTERLINE OF THE HIGHWAY, AND INSERTED WITH MORTAR IN THE
 LA0338'TOP OF A CONCRETE RIGHT-OF-WAY POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0134 ***********************************************************************
 LA0134  DESIGNATION -  G 45
 LA0134  PID         -  LA0134
 LA0134  STATE/COUNTY-  OH/SHELBY
 LA0134  USGS QUAD   -  VERSAILLES (1973)
 LA0134
 LA0134                         *CURRENT SURVEY CONTROL
 LA0134  ___________________________________________________________________
 LA0134* NAD 83(1986)-  40 14 09.     (N)    084 24 35.     (W)     SCALED    
 LA0134* NAVD 88     -       297.424  (meters)     975.80   (feet)  ADJUSTED  
 LA0134  ___________________________________________________________________
 LA0134  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LA0134  DYNAMIC HT  -         297.277 (meters)     975.32  (feet)  COMP
 LA0134  MODELED GRAV-     980,121.9   (mgal)                       NAVD 88
 LA0134
 LA0134  VERT ORDER  -  SECOND    CLASS 0
 LA0134
 LA0134.The horizontal coordinates were scaled from a topographic map and have
 LA0134.an estimated accuracy of +/- 6 seconds.
 LA0134
 LA0134.The orthometric height was determined by differential leveling
 LA0134.and adjusted by the National Geodetic Survey in June 1991..
 LA0134
 LA0134.The geoid height was determined by GEOID03.
 LA0134
 LA0134.The dynamic height is computed by dividing the NAVD 88
 LA0134.geopotential number by the normal gravity value computed on the
 LA0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0134.degrees latitude (g = 980.6199 gals.).
 LA0134
 LA0134.The modeled gravity was interpolated from observed gravity values.
 LA0134
 LA0134;                    North         East    Units  Estimated Accuracy
 LA0134;SPC OH N     -    64,980.      437,490.      MT  (+/- 180 meters Scaled)
 LA0134
 LA0134                          SUPERSEDED SURVEY CONTROL
 LA0134
 LA0134  NGVD 29 (??/??/92)  297.609  (m)          976.41   (f) ADJ UNCH    2 0
 LA0134
 LA0134.Superseded values are not recommended for survey control.
 LA0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0134.See file dsdata.txt to determine how the superseded data were derived.
 LA0134
 LA0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK203571(NAD 83)
 LA0134_MARKER: DB = BENCH MARK DISK
 LA0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0134_STAMPING: G 45 1934
 LA0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0134+STABILITY: SURFACE MOTION
 LA0134
 LA0134  HISTORY     - Date     Condition        Report By
 LA0134  HISTORY     - 1934     MONUMENTED       CGS
 LA0134  HISTORY     - 1960     MARK NOT FOUND   NGS
 LA0134
 LA0134                          STATION DESCRIPTION
 LA0134
 LA0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LA0134'AT RUSSIA.
 LA0134'AT RUSSIA, SHELBY COUNTY, 37 YARDS WEST OF THE WEST END OF THE
 LA0134'CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY STATION,
 LA0134'70 YARDS WEST OF CULVERT 246, 21 YARDS NORTH OF POLE 177+25,
 LA0134'10.5 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1/2 FOOT LOWER
 LA0134'THAN THE TRACK.  A STANDARD DISK, STAMPED G 45 1934 AND SET
 LA0134'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0020 ***********************************************************************
 JZ0020  DESIGNATION -  G 47
 JZ0020  PID         -  JZ0020
 JZ0020  STATE/COUNTY-  OH/MONTGOMERY
 JZ0020  USGS QUAD   -  BROOKVILLE (1987)
 JZ0020
 JZ0020                         *CURRENT SURVEY CONTROL
 JZ0020  ___________________________________________________________________
 JZ0020* NAD 83(1986)-  39 51 00.     (N)    084 26 37.     (W)     SCALED    
 JZ0020* NAVD 88     -       319.498  (meters)    1048.22   (feet)  ADJUSTED  
 JZ0020  ___________________________________________________________________
 JZ0020  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JZ0020  DYNAMIC HT  -         319.321 (meters)    1047.64  (feet)  COMP
 JZ0020  MODELED GRAV-     980,062.6   (mgal)                       NAVD 88
 JZ0020
 JZ0020  VERT ORDER  -  SECOND    CLASS 0
 JZ0020
 JZ0020.The horizontal coordinates were scaled from a topographic map and have
 JZ0020.an estimated accuracy of +/- 6 seconds.
 JZ0020
 JZ0020.The orthometric height was determined by differential leveling
 JZ0020.and adjusted by the National Geodetic Survey in June 1991..
 JZ0020
 JZ0020.The geoid height was determined by GEOID03.
 JZ0020
 JZ0020.The dynamic height is computed by dividing the NAVD 88
 JZ0020.geopotential number by the normal gravity value computed on the
 JZ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0020.degrees latitude (g = 980.6199 gals.).
 JZ0020
 JZ0020.The modeled gravity was interpolated from observed gravity values.
 JZ0020
 JZ0020;                    North         East    Units  Estimated Accuracy
 JZ0020;SPC OH S     -   207,170.      433,680.      MT  (+/- 180 meters Scaled)
 JZ0020
 JZ0020                          SUPERSEDED SURVEY CONTROL
 JZ0020
 JZ0020  NGVD 29 (??/??/92)  319.666  (m)         1048.77   (f) ADJ UNCH    2 0
 JZ0020
 JZ0020.Superseded values are not recommended for survey control.
 JZ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0020.See file dsdata.txt to determine how the superseded data were derived.
 JZ0020
 JZ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK187142(NAD 83)
 JZ0020_MARKER: DB = BENCH MARK DISK
 JZ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0020_STAMPING: G 47 1934
 JZ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0020+STABILITY: SURFACE MOTION
 JZ0020
 JZ0020  HISTORY     - Date     Condition        Report By
 JZ0020  HISTORY     - 1934     MONUMENTED       CGS
 JZ0020  HISTORY     - 1947     GOOD             NGS
 JZ0020  HISTORY     - 1960     MARK NOT FOUND   USGS
 JZ0020  HISTORY     - 19951120 MARK NOT FOUND   USPSQD
 JZ0020
 JZ0020                          STATION DESCRIPTION
 JZ0020
 JZ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0020'2.1 MI NW FROM BROOKVILLE.
 JZ0020'2.1 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ0020'STATION AT BROOKVILLE, 237 YARDS NORTHWEST OF MILE POST 31,
 JZ0020'123 YARDS SOUTHEAST OF THE CENTER OF THE CROSSING OF THE DODSON
 JZ0020'ROAD AT DODSON, 23.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 16
 JZ0020'FEET SOUTHWEST OF THE CENTER LINE OF A DIM GRAVEL ROAD
 JZ0020'PARALLELING THE TRACK, 4.6 FEET NORTH-NORTHWEST OF THE NORTH
 JZ0020'CORNER OF THE CONCRETE BASE OF A SIGNAL RELAY BOX, 2 FEET ABOVE
 JZ0020'THE ROAD, ABOUT 0.5 FOOT BELOW THE TRACK AND SET IN THE TOP
 JZ0020'OF A CONCRETE POST PROJECTING 3 INCHES.
 JZ0020
 JZ0020                          STATION RECOVERY (1960)
 JZ0020
 JZ0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JZ0020'MARK NOT FOUND.
 JZ0020
 JZ0020                          STATION RECOVERY (1995)
 JZ0020
 JZ0020'RECOVERY NOTE BY US POWER SQUADRON 1995
 JZ0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0862 ***********************************************************************
 JZ0862  DESIGNATION -  G 48 RESET
 JZ0862  PID         -  JZ0862
 JZ0862  STATE/COUNTY-  OH/BUTLER
 JZ0862  USGS QUAD   -  MILLVILLE (1970)
 JZ0862
 JZ0862                         *CURRENT SURVEY CONTROL
 JZ0862  ___________________________________________________________________
 JZ0862* NAD 83(1986)-  39 26 28.     (N)    084 40 25.     (W)     SCALED    
 JZ0862* NAVD 88     -       277.502  (meters)     910.44   (feet)  ADJUSTED  
 JZ0862  ___________________________________________________________________
 JZ0862  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JZ0862  DYNAMIC HT  -         277.347 (meters)     909.93  (feet)  COMP
 JZ0862  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 JZ0862
 JZ0862  VERT ORDER  -  SECOND    CLASS 0
 JZ0862
 JZ0862.The horizontal coordinates were scaled from a topographic map and have
 JZ0862.an estimated accuracy of +/- 6 seconds.
 JZ0862
 JZ0862.The orthometric height was determined by differential leveling
 JZ0862.and adjusted by the National Geodetic Survey in June 1991..
 JZ0862
 JZ0862.The geoid height was determined by GEOID03.
 JZ0862
 JZ0862.The dynamic height is computed by dividing the NAVD 88
 JZ0862.geopotential number by the normal gravity value computed on the
 JZ0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0862.degrees latitude (g = 980.6199 gals.).
 JZ0862
 JZ0862.The modeled gravity was interpolated from observed gravity values.
 JZ0862
 JZ0862;                    North         East    Units  Estimated Accuracy
 JZ0862;SPC OH S     -   162,230.      412,910.      MT  (+/- 180 meters Scaled)
 JZ0862
 JZ0862                          SUPERSEDED SURVEY CONTROL
 JZ0862
 JZ0862  NGVD 29 (??/??/92)  277.671  (m)          910.99   (f) ADJ UNCH    2 0
 JZ0862
 JZ0862.Superseded values are not recommended for survey control.
 JZ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0862.See file dsdata.txt to determine how the superseded data were derived.
 JZ0862
 JZ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ002683(NAD 83)
 JZ0862_MARKER: DB = BENCH MARK DISK
 JZ0862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0862_SP_SET: SIGNAL BASE
 JZ0862_STAMPING: G 48 1934 RESET 1947
 JZ0862_MARK LOGO: CGS   
 JZ0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0862
 JZ0862  HISTORY     - Date     Condition        Report By
 JZ0862  HISTORY     - 1947     MONUMENTED       CGS
 JZ0862
 JZ0862                          STATION DESCRIPTION
 JZ0862
 JZ0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0862'7.1 MI NW FROM HAMILTON.
 JZ0862'7.1 MI NW ALONG THE BALTIMORE AND OHIO RR FROM THE STATION AT
 JZ0862'HAMILTON, ABOUT 0.45 MI SE OF THE RR OVERPASS OVER U.S. HIGHWAY
 JZ0862'27, AT RR SIGNAL NO. 32/33, SET IN THE SE CORNER OF THE CONCRETE
 JZ0862'BASE OF THE SIGNAL, 8.1 FT NE OF THE NE RAIL AND ABOUT 1/2 FT
 JZ0862'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0258 ***********************************************************************
 JZ0258  DESIGNATION -  G 49
 JZ0258  PID         -  JZ0258
 JZ0258  STATE/COUNTY-  OH/WARREN
 JZ0258  USGS QUAD   -  PLEASANT PLAIN (1968)
 JZ0258
 JZ0258                         *CURRENT SURVEY CONTROL
 JZ0258  ___________________________________________________________________
 JZ0258* NAD 83(1986)-  39 19 13.     (N)    084 04 01.     (W)     SCALED    
 JZ0258* NAVD 88     -       264.572  (meters)     868.02   (feet)  ADJUSTED  
 JZ0258  ___________________________________________________________________
 JZ0258  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JZ0258  DYNAMIC HT  -         264.410 (meters)     867.49  (feet)  COMP
 JZ0258  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 JZ0258
 JZ0258  VERT ORDER  -  SECOND    CLASS 0
 JZ0258
 JZ0258.The horizontal coordinates were scaled from a topographic map and have
 JZ0258.an estimated accuracy of +/- 6 seconds.
 JZ0258
 JZ0258.The orthometric height was determined by differential leveling
 JZ0258.and adjusted by the National Geodetic Survey in June 1991..
 JZ0258
 JZ0258.The geoid height was determined by GEOID03.
 JZ0258
 JZ0258.The dynamic height is computed by dividing the NAVD 88
 JZ0258.geopotential number by the normal gravity value computed on the
 JZ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0258.degrees latitude (g = 980.6199 gals.).
 JZ0258
 JZ0258.The modeled gravity was interpolated from observed gravity values.
 JZ0258
 JZ0258;                    North         East    Units  Estimated Accuracy
 JZ0258;SPC OH S     -   147,740.      464,890.      MT  (+/- 180 meters Scaled)
 JZ0258
 JZ0258                          SUPERSEDED SURVEY CONTROL
 JZ0258
 JZ0258  NGVD 29 (??/??/92)  264.741  (m)          868.57   (f) ADJ UNCH    2 0
 JZ0258
 JZ0258.Superseded values are not recommended for survey control.
 JZ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0258.See file dsdata.txt to determine how the superseded data were derived.
 JZ0258
 JZ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ528564(NAD 83)
 JZ0258_MARKER: DR = REFERENCE MARK DISK
 JZ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0258_STAMPING: G 49 1934
 JZ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0258+STABILITY: SURFACE MOTION
 JZ0258
 JZ0258  HISTORY     - Date     Condition        Report By
 JZ0258  HISTORY     - 1934     MONUMENTED       CGS
 JZ0258
 JZ0258                          STATION DESCRIPTION
 JZ0258
 JZ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ0258'5.4 MI N FROM BLANCHESTER.
 JZ0258'IN WARREN COUNTY, 5.4 MILES NORTH ALONG STATE HIGHWAY 123 FROM
 JZ0258'THE BALTIMORE AND OHIO RAILROAD STATION AT BLANCHESTER, CLINTON
 JZ0258'COUNTY, 0.1 MILE SOUTH OF THE ENTRANCE TO BLACKHAWK FARM, 26.8
 JZ0258'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 8.6 FEET NORTH OF
 JZ0258'POLE 1380, 5.1 FEET WEST OF A FENCE CORNER, 2 FEET EAST OF THE
 JZ0258'FENCE, AND ABOUT ONE FOOT ABOVE THE LEVEL OF THE HIGHWAY.  A
 JZ0258'STANDARD DISK, STAMPED G 49 1934 AND SET IN THE TOP OF A CONCRETE
 JZ0258'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0212 ***********************************************************************
 MC0212  DESIGNATION -  G 5
 MC0212  PID         -  MC0212
 MC0212  STATE/COUNTY-  OH/HURON
 MC0212  USGS QUAD   -  WILLARD (1972)
 MC0212
 MC0212                         *CURRENT SURVEY CONTROL
 MC0212  ___________________________________________________________________
 MC0212* NAD 83(1986)-  41 03 22.     (N)    082 43 32.     (W)     SCALED    
 MC0212* NAVD 88     -       283.018  (meters)     928.53   (feet)  ADJUSTED  
 MC0212  ___________________________________________________________________
 MC0212  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 MC0212  DYNAMIC HT  -         282.887 (meters)     928.11  (feet)  COMP
 MC0212  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 MC0212
 MC0212  VERT ORDER  -  FIRST     CLASS II
 MC0212
 MC0212.The horizontal coordinates were scaled from a topographic map and have
 MC0212.an estimated accuracy of +/- 6 seconds.
 MC0212
 MC0212.The orthometric height was determined by differential leveling
 MC0212.and adjusted by the National Geodetic Survey in June 1991..
 MC0212
 MC0212.The geoid height was determined by GEOID03.
 MC0212
 MC0212.The dynamic height is computed by dividing the NAVD 88
 MC0212.geopotential number by the normal gravity value computed on the
 MC0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0212.degrees latitude (g = 980.6199 gals.).
 MC0212
 MC0212.The modeled gravity was interpolated from observed gravity values.
 MC0212
 MC0212;                    North         East    Units  Estimated Accuracy
 MC0212;SPC OH N     -   154,320.      581,040.      MT  (+/- 180 meters Scaled)
 MC0212
 MC0212                          SUPERSEDED SURVEY CONTROL
 MC0212
 MC0212  NGVD 29 (01/19/93)  283.182  (m)          929.07   (f) ADJUSTED    1 2
 MC0212
 MC0212.Superseded values are not recommended for survey control.
 MC0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0212.See file dsdata.txt to determine how the superseded data were derived.
 MC0212
 MC0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF549464(NAD 83)
 MC0212_MARKER: B = BOLT
 MC0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0212_SP_SET: BUILDING
 MC0212_MARK LOGO: NONE  
 MC0212_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0212+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0212
 MC0212  HISTORY     - Date     Condition        Report By
 MC0212  HISTORY     - UNK      MONUMENTED       CGS
 MC0212  HISTORY     - 1968     GOOD             NGS
 MC0212  HISTORY     - 1987     GOOD             OHDT
 MC0212  HISTORY     - 19921023 GOOD             NGS
 MC0212
 MC0212                          STATION DESCRIPTION
 MC0212
 MC0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0212'AT WILLARD.
 MC0212'AT WILLARD, AT THE INTERSECTION OF MYRTLE AVENUE AND EAST PEARL
 MC0212'STREET, SET VERTICALLY IN THE WEST FACE OF SHIEDLY BUILDING
 MC0212'(FORMERLY THE HOTEL WILLARD), 13 FEET NORTH OF THE NORTH CURB
 MC0212'OF THE STREET, 19 FEET EAST OF THE EAST CURB OF THE AVENUE, 0.8
 MC0212'FOOT NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, 3 1/2 FEET
 MC0212'ABOVE THE LEVEL OF THE SIDEWALK, AND IS A 1/2-INCH COPPER BOLT IN
 MC0212'THE SECOND COURSE OF BRICK ABOVE THE STONE WATER TABLE.  THE POINT
 MC0212'OBSERVED ON IS A HORIZONTAL LINE.
 MC0212
 MC0212                          STATION RECOVERY (1987)
 MC0212
 MC0212'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0212'RECOVERED IN GOOD CONDITION.
 MC0212
 MC0212                          STATION RECOVERY (1992)
 MC0212
 MC0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0212'IN WILLARD, AT THE INTERSECTION OF MYRTLE AVENUE AND EAST PEARL
 MC0212'STREET, A COPPER BOLT SET VERTICALLY IN THE WEST FACE OF THE
 MC0212'LANGHURST INSURANCE AGENCY, 14.6 M (47.9 FT) EAST OF THE AVENUE
 MC0212'CENTERLINE, 9.2 M (30.2 FT) NORTH OD THE STREET CENTER, 7.0 M
 MC0212'(23.0 FT) SOUTH OF THE WEST ENTRANCE TO THE BUILDING, 0.8 M (2.6 FT)
 MC0212'ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT) NORTH OF THE SOUTHWEST
 MC0212'CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0169 ***********************************************************************
 MC0169  DESIGNATION -  G 60
 MC0169  PID         -  MC0169
 MC0169  STATE/COUNTY-  OH/ERIE
 MC0169  USGS QUAD   -  KIMBALL (1969)
 MC0169
 MC0169                         *CURRENT SURVEY CONTROL
 MC0169  ___________________________________________________________________
 MC0169* NAD 83(1986)-  41 18 39.     (N)    082 41 57.     (W)     SCALED    
 MC0169* NAVD 88     -       215.614  (meters)     707.39   (feet)  POSTED    
 MC0169  ___________________________________________________________________
 MC0169  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 MC0169  DYNAMIC HT  -         215.520 (meters)     707.09  (feet)  COMP
 MC0169  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 MC0169
 MC0169  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 MC0169
 MC0169.The horizontal coordinates were scaled from a topographic map and have
 MC0169.an estimated accuracy of +/- 6 seconds.
 MC0169
 MC0169.The orthometric height was determined by differential leveling
 MC0169.and adjusted by the National Geodetic Survey in 1992..
 MC0169.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 MC0169.rate of 4.1 thru 8.0 mm/km.
 MC0169
 MC0169.The geoid height was determined by GEOID03.
 MC0169
 MC0169.The dynamic height is computed by dividing the NAVD 88
 MC0169.geopotential number by the normal gravity value computed on the
 MC0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0169.degrees latitude (g = 980.6199 gals.).
 MC0169
 MC0169.The modeled gravity was interpolated from observed gravity values.
 MC0169
 MC0169;                    North         East    Units  Estimated Accuracy
 MC0169;SPC OH N     -   182,600.      583,320.      MT  (+/- 180 meters Scaled)
 MC0169
 MC0169                          SUPERSEDED SURVEY CONTROL
 MC0169
 MC0169  NGVD 29 (??/??/92)  215.844  (m)          708.15   (f) ADJ UNCH    2 0
 MC0169
 MC0169.Superseded values are not recommended for survey control.
 MC0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0169.See file dsdata.txt to determine how the superseded data were derived.
 MC0169
 MC0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF577746(NAD 83)
 MC0169_MARKER: DB = BENCH MARK DISK
 MC0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0169_STAMPING: G 60 1934
 MC0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0169+STABILITY: SURFACE MOTION
 MC0169
 MC0169  HISTORY     - Date     Condition        Report By
 MC0169  HISTORY     - 1934     MONUMENTED       CGS
 MC0169  HISTORY     - 1970     GOOD             OHHD
 MC0169  HISTORY     - 1987     GOOD             OHDT
 MC0169
 MC0169                          STATION DESCRIPTION
 MC0169
 MC0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0169'AT KIMBALL.
 MC0169'AT KIMBALL, ERIE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 MC0169'80 YARDS SOUTH OF THE SOUTH RAIL OF THE NEW YORK, CHICAGO AND
 MC0169'ST. LOUIS RAILROAD, 65 FEET SOUTH OF THE CENTERLINE OF A TARVIA
 MC0169'ROAD, 27.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK
 MC0169'CONNECTING THE B. AND O. RR WITH THE N.Y.C. AND ST.L.RR., 26.6
 MC0169'FEET EAST OF THE EAST RAIL OF THE B. AND O. RR., AND 2.0 FEET
 MC0169'LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED G 60
 MC0169'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MC0169
 MC0169                          STATION RECOVERY (1970)
 MC0169
 MC0169'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970
 MC0169'RECOVERED IN GOOD CONDITION.
 MC0169
 MC0169                          STATION RECOVERY (1987)
 MC0169
 MC0169'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (CC)
 MC0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1150 ***********************************************************************
 MB1150  DESIGNATION -  G 61
 MB1150  PID         -  MB1150
 MB1150  STATE/COUNTY-  OH/PORTAGE
 MB1150  USGS QUAD   -  RAVENNA (1994)
 MB1150
 MB1150                         *CURRENT SURVEY CONTROL
 MB1150  ___________________________________________________________________
 MB1150* NAD 83(1986)-  41 12 20.     (N)    081 08 49.     (W)     SCALED    
 MB1150* NAVD 88     -       350.371  (meters)    1149.51   (feet)  ADJUSTED  
 MB1150  ___________________________________________________________________
 MB1150  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB1150  DYNAMIC HT  -         350.218 (meters)    1149.01  (feet)  COMP
 MB1150  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 MB1150
 MB1150  VERT ORDER  -  SECOND    CLASS 0
 MB1150
 MB1150.The horizontal coordinates were scaled from a topographic map and have
 MB1150.an estimated accuracy of +/- 6 seconds.
 MB1150
 MB1150.The orthometric height was determined by differential leveling
 MB1150.and adjusted by the National Geodetic Survey in June 1991..
 MB1150
 MB1150.The geoid height was determined by GEOID03.
 MB1150
 MB1150.The dynamic height is computed by dividing the NAVD 88
 MB1150.geopotential number by the normal gravity value computed on the
 MB1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1150.degrees latitude (g = 980.6199 gals.).
 MB1150
 MB1150.The modeled gravity was interpolated from observed gravity values.
 MB1150
 MB1150;                    North         East    Units  Estimated Accuracy
 MB1150;SPC OH N     -   171,770.      713,470.      MT  (+/- 180 meters Scaled)
 MB1150
 MB1150                          SUPERSEDED SURVEY CONTROL
 MB1150
 MB1150  NGVD 29 (??/??/92)  350.533  (m)         1150.04   (f) ADJ UNCH    2 0
 MB1150
 MB1150.Superseded values are not recommended for survey control.
 MB1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1150.See file dsdata.txt to determine how the superseded data were derived.
 MB1150
 MB1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF876615(NAD 83)
 MB1150_MARKER: DB = BENCH MARK DISK
 MB1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1150_STAMPING: G 61 1934
 MB1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1150+STABILITY: SURFACE MOTION
 MB1150
 MB1150  HISTORY     - Date     Condition        Report By
 MB1150  HISTORY     - 1934     MONUMENTED       CGS
 MB1150  HISTORY     - 1952     GOOD             NGS
 MB1150
 MB1150                          STATION DESCRIPTION
 MB1150
 MB1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 MB1150'AT FREEDOM.
 MB1150'AT FREEDOM, PORTAGE COUNTY, 11 YARDS EAST OF THE SOUTHEAST
 MB1150'CORNER OF THE ERIE RAILROAD STATION, 14 YARDS SOUTH OF THE
 MB1150'CENTERLINE OF A CITY STREET, 8 YARDS NORTH OF THE NORTH RAIL OF
 MB1150'THE TRACK, 10 YARDS SOUTHEAST OF A POLE, AND LEVEL WITH THE TOP
 MB1150'OF THE RAIL.  A STANDARD DISK, STAMPED G 61 1934 AND SET IN THE
 MB1150'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1285 ***********************************************************************
 KY1285  DESIGNATION -  G 62
 KY1285  PID         -  KY1285
 KY1285  STATE/COUNTY-  OH/STARK
 KY1285  USGS QUAD   -  MINERVA (1994)
 KY1285
 KY1285                         *CURRENT SURVEY CONTROL
 KY1285  ___________________________________________________________________
 KY1285* NAD 83(1986)-  40 43 26.     (N)    081 06 34.     (W)     SCALED    
 KY1285* NAVD 88     -       320.920  (meters)    1052.88   (feet)  ADJUSTED  
 KY1285  ___________________________________________________________________
 KY1285  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KY1285  DYNAMIC HT  -         320.764 (meters)    1052.37  (feet)  COMP
 KY1285  MODELED GRAV-     980,131.6   (mgal)                       NAVD 88
 KY1285
 KY1285  VERT ORDER  -  SECOND    CLASS 0
 KY1285
 KY1285.The horizontal coordinates were scaled from a topographic map and have
 KY1285.an estimated accuracy of +/- 6 seconds.
 KY1285
 KY1285.The orthometric height was determined by differential leveling
 KY1285.and adjusted by the National Geodetic Survey in June 1991..
 KY1285
 KY1285.The geoid height was determined by GEOID03.
 KY1285
 KY1285.The dynamic height is computed by dividing the NAVD 88
 KY1285.geopotential number by the normal gravity value computed on the
 KY1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1285.degrees latitude (g = 980.6199 gals.).
 KY1285
 KY1285.The modeled gravity was interpolated from observed gravity values.
 KY1285
 KY1285;                    North         East    Units  Estimated Accuracy
 KY1285;SPC OH N     -   118,340.      717,470.      MT  (+/- 180 meters Scaled)
 KY1285
 KY1285                          SUPERSEDED SURVEY CONTROL
 KY1285
 KY1285  NGVD 29 (??/??/92)  321.092  (m)         1053.45   (f) ADJ UNCH    2 0
 KY1285
 KY1285.Superseded values are not recommended for survey control.
 KY1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1285.See file dsdata.txt to determine how the superseded data were derived.
 KY1285
 KY1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF907081(NAD 83)
 KY1285_MARKER: DB = BENCH MARK DISK
 KY1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1285_STAMPING: G 62 1934
 KY1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1285+STABILITY: SURFACE MOTION
 KY1285
 KY1285  HISTORY     - Date     Condition        Report By
 KY1285  HISTORY     - 1934     MONUMENTED       CGS
 KY1285  HISTORY     - 19930819 MARK NOT FOUND   OHDT
 KY1285
 KY1285                          STATION DESCRIPTION
 KY1285
 KY1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1285'AT MINERVA.
 KY1285'AT MINERVA, STARK COUNTY, ON THE ALLIANCE BRANCH OF THE NEW
 KY1285'YORK CENTRAL RAILROAD, 45 YARDS SOUTHEAST OF THE JUNCTION WITH
 KY1285'THE WHEELING AND LAKE ERIE RAILWAY, 14 YARDS SOUTHEAST OF THE
 KY1285'JUNCTION WITH THE PENNSYLVANIA RAILROAD, 13 YARDS NORTH OF TOOL
 KY1285'HOUSE 237-3, 7 YARDS SOUTHEAST OF A SIGNAL TOWER, 6 YARDS EAST
 KY1285'OF THE EAST RAIL, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A
 KY1285'STANDARD DISK, STAMPED G 62 1934 AND SET IN THE TOP OF A CONCRETE
 KY1285'POST.
 KY1285
 KY1285                          STATION RECOVERY (1993)
 KY1285
 KY1285'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (SJ)
 KY1285'----- REPORT BY ODOT ---- YEAR 1993 ----- CONDITION - NOT FOUND ----
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0821 ***********************************************************************
 KY0821  DESIGNATION -  G 63
 KY0821  PID         -  KY0821
 KY0821  STATE/COUNTY-  OH/JEFFERSON
 KY0821  USGS QUAD   -  SMITHFIELD (1984)
 KY0821
 KY0821                         *CURRENT SURVEY CONTROL
 KY0821  ___________________________________________________________________
 KY0821* NAD 83(1986)-  40 21 29.     (N)    080 52 09.     (W)     SCALED    
 KY0821* NAVD 88     -       300.299  (meters)     985.23   (feet)  ADJUSTED  
 KY0821  ___________________________________________________________________
 KY0821  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY0821  DYNAMIC HT  -         300.140 (meters)     984.71  (feet)  COMP
 KY0821  MODELED GRAV-     980,086.7   (mgal)                       NAVD 88
 KY0821
 KY0821  VERT ORDER  -  SECOND    CLASS 0
 KY0821
 KY0821.The horizontal coordinates were scaled from a topographic map and have
 KY0821.an estimated accuracy of +/- 6 seconds.
 KY0821
 KY0821.The orthometric height was determined by differential leveling
 KY0821.and adjusted by the National Geodetic Survey in June 1991..
 KY0821
 KY0821.The geoid height was determined by GEOID03.
 KY0821
 KY0821.The dynamic height is computed by dividing the NAVD 88
 KY0821.geopotential number by the normal gravity value computed on the
 KY0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0821.degrees latitude (g = 980.6199 gals.).
 KY0821
 KY0821.The modeled gravity was interpolated from observed gravity values.
 KY0821
 KY0821;                    North         East    Units  Estimated Accuracy
 KY0821;SPC OH N     -    78,070.      738,530.      MT  (+/- 180 meters Scaled)
 KY0821
 KY0821                          SUPERSEDED SURVEY CONTROL
 KY0821
 KY0821  NGVD 29 (??/??/92)  300.485  (m)          985.84   (f) ADJ UNCH    2 0
 KY0821
 KY0821.Superseded values are not recommended for survey control.
 KY0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0821.See file dsdata.txt to determine how the superseded data were derived.
 KY0821
 KY0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE111675(NAD 83)
 KY0821_MARKER: DB = BENCH MARK DISK
 KY0821_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0821_SP_SET: BRIDGE
 KY0821_STAMPING: G 63 1934
 KY0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0821
 KY0821  HISTORY     - Date     Condition        Report By
 KY0821  HISTORY     - 1934     MONUMENTED       CGS
 KY0821  HISTORY     - 1936     GOOD             NGS
 KY0821
 KY0821                          STATION DESCRIPTION
 KY0821
 KY0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0821'1.1 MI W FROM UNIONPORT.
 KY0821'1.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0821'AT UNIONPORT, JEFFERSON COUNTY, 51 YARDS WEST OF SIGNAL 62.5
 KY0821'AT A BRIDGE OVER THE TRACK, IN THE CENTER OF THE TOP OF THE
 KY0821'SIXTH BLOCK FROM THE WEST END OF THE THIRD COURSE OF STONE
 KY0821'MASONRY OF THE SOUTH ABUTMENT, 8 YARDS SOUTH OF THE SOUTH RAIL OF
 KY0821'THE SOUTH TRACK, AND ABOUT 1 FOOT ABOVE THE GROUND.  A STANDARD
 KY0821'DISK, STAMPED G 63 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1424 ***********************************************************************
 KY1424  DESIGNATION -  G 64
 KY1424  PID         -  KY1424
 KY1424  STATE/COUNTY-  OH/BELMONT
 KY1424  USGS QUAD   -  FAIRVIEW (1994)
 KY1424
 KY1424                         *CURRENT SURVEY CONTROL
 KY1424  ___________________________________________________________________
 KY1424* NAD 83(1986)-  40 03 27.     (N)    081 09 11.     (W)     SCALED    
 KY1424* NAVD 88     -       291.535  (meters)     956.48   (feet)  POSTED    
 KY1424  ___________________________________________________________________
 KY1424  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY1424  DYNAMIC HT  -         291.370 (meters)     955.94  (feet)  COMP
 KY1424  MODELED GRAV-     980,066.9   (mgal)                       NAVD 88
 KY1424
 KY1424  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY1424
 KY1424.The horizontal coordinates were scaled from a topographic map and have
 KY1424.an estimated accuracy of +/- 6 seconds.
 KY1424
 KY1424.The orthometric height was determined by differential leveling
 KY1424.and adjusted by the National Geodetic Survey in 1992..
 KY1424.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY1424.rate of 0.0 thru 1.0 mm/km.
 KY1424
 KY1424.The geoid height was determined by GEOID03.
 KY1424
 KY1424.The dynamic height is computed by dividing the NAVD 88
 KY1424.geopotential number by the normal gravity value computed on the
 KY1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1424.degrees latitude (g = 980.6199 gals.).
 KY1424
 KY1424.The modeled gravity was interpolated from observed gravity values.
 KY1424
 KY1424;                    North         East    Units  Estimated Accuracy
 KY1424;SPC OH S     -   229,280.      714,920.      MT  (+/- 180 meters Scaled)
 KY1424
 KY1424                          SUPERSEDED SURVEY CONTROL
 KY1424
 KY1424  NGVD 29 (??/??/92)  291.727  (m)          957.11   (f) ADJ UNCH    2 0
 KY1424
 KY1424.Superseded values are not recommended for survey control.
 KY1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1424.See file dsdata.txt to determine how the superseded data were derived.
 KY1424
 KY1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME869341(NAD 83)
 KY1424_MARKER: DD = SURVEY DISK
 KY1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1424_STAMPING: G 64 1934
 KY1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1424+STABILITY: SURFACE MOTION
 KY1424
 KY1424  HISTORY     - Date     Condition        Report By
 KY1424  HISTORY     - 1934     MONUMENTED       CGS
 KY1424  HISTORY     - 1954     GOOD             NGS
 KY1424
 KY1424                          STATION DESCRIPTION
 KY1424
 KY1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1424'0.8 MI E FROM HENDRYSBURG.
 KY1424'0.8 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 KY1424'HENDRYSBURG, BELMONT COUNTY, ON THE OLD HIGHWAY, 60 YARDS
 KY1424'NORTHWEST OF MILESTONE CUMBERLAND 155, 58 YARDS SOUTH OF A
 KY1424'POLE, 16 YARDS WEST OF THE CENTER OF A CREEK PASSING UNDER THE
 KY1424'OLD HIGHWAY, AND 10 YARDS NORTH OF THE CENTERLINE OF THE OLD
 KY1424'HIGHWAY.  A STANDARD DISK, STAMPED G 64 1934 AND SET IN THE
 KY1424'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1352 ***********************************************************************
 KY1352  DESIGNATION -  G 64 X
 KY1352  PID         -  KY1352
 KY1352  STATE/COUNTY-  OH/TUSCARAWAS
 KY1352  USGS QUAD   -  TIPPECANOE (1994)
 KY1352
 KY1352                         *CURRENT SURVEY CONTROL
 KY1352  ___________________________________________________________________
 KY1352* NAD 83(1986)-  40 18 26.     (N)    081 18 24.     (W)     SCALED    
 KY1352* NAVD 88     -       264.098  (meters)     866.46   (feet)  ADJUSTED  
 KY1352  ___________________________________________________________________
 KY1352  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KY1352  DYNAMIC HT  -         263.960 (meters)     866.01  (feet)  COMP
 KY1352  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 KY1352
 KY1352  VERT ORDER  -  SECOND    CLASS 0
 KY1352
 KY1352.The horizontal coordinates were scaled from a topographic map and have
 KY1352.an estimated accuracy of +/- 6 seconds.
 KY1352
 KY1352.The orthometric height was determined by differential leveling
 KY1352.and adjusted by the National Geodetic Survey in June 1991..
 KY1352
 KY1352.The geoid height was determined by GEOID03.
 KY1352
 KY1352.The dynamic height is computed by dividing the NAVD 88
 KY1352.geopotential number by the normal gravity value computed on the
 KY1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1352.degrees latitude (g = 980.6199 gals.).
 KY1352
 KY1352.The modeled gravity was interpolated from observed gravity values.
 KY1352
 KY1352;                    North         East    Units  Estimated Accuracy
 KY1352;SPC OH N     -    71,830.      701,450.      MT  (+/- 180 meters Scaled)
 KY1352
 KY1352                          SUPERSEDED SURVEY CONTROL
 KY1352
 KY1352  NGVD 29 (??/??/92)  264.294  (m)          867.10   (f) ADJ UNCH    2 0
 KY1352
 KY1352.Superseded values are not recommended for survey control.
 KY1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1352.See file dsdata.txt to determine how the superseded data were derived.
 KY1352
 KY1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME739619(NAD 83)
 KY1352_MARKER: DB = BENCH MARK DISK
 KY1352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1352_SP_SET: ABUTMENT
 KY1352_STAMPING: G 64 X 1934
 KY1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1352
 KY1352  HISTORY     - Date     Condition        Report By
 KY1352  HISTORY     - 1934     MONUMENTED       CGS
 KY1352
 KY1352                          STATION DESCRIPTION
 KY1352
 KY1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1352'1.8 MI S FROM STILLWATER.
 KY1352'1.8 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1352'STATION AT STILLWATER, TUSCARAWAS COUNTY, 12 YARDS NORTHWEST OF
 KY1352'POLE 52+30, AT BRIDGE 17 OVER STILLWATER CREEK, IN THE TOP OF
 KY1352'THE SOUTHEAST WING WALL OF THE SOUTH ABUTMENT, 6 FEET EAST OF
 KY1352'THE EAST RAIL, AND ABOUT 8 INCHES LOWER THAN THE TOP OF THE
 KY1352'RAIL.  A STANDARD DISK, STAMPED G 64 X 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1461 ***********************************************************************
 JX1461  DESIGNATION -  G 65
 JX1461  PID         -  JX1461
 JX1461  STATE/COUNTY-  OH/NOBLE
 JX1461  USGS QUAD   -  CALDWELL SOUTH (1994)
 JX1461
 JX1461                         *CURRENT SURVEY CONTROL
 JX1461  ___________________________________________________________________
 JX1461* NAD 83(1986)-  39 44 52.     (N)    081 31 17.     (W)     SCALED    
 JX1461* NAVD 88     -       228.342  (meters)     749.15   (feet)  ADJUSTED  
 JX1461  ___________________________________________________________________
 JX1461  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1461  DYNAMIC HT  -         228.210 (meters)     748.72  (feet)  COMP
 JX1461  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 JX1461
 JX1461  VERT ORDER  -  SECOND    CLASS 0
 JX1461
 JX1461.The horizontal coordinates were scaled from a topographic map and have
 JX1461.an estimated accuracy of +/- 6 seconds.
 JX1461
 JX1461.The orthometric height was determined by differential leveling
 JX1461.and adjusted by the National Geodetic Survey in June 1991..
 JX1461
 JX1461.The geoid height was determined by GEOID03.
 JX1461
 JX1461.The dynamic height is computed by dividing the NAVD 88
 JX1461.geopotential number by the normal gravity value computed on the
 JX1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1461.degrees latitude (g = 980.6199 gals.).
 JX1461
 JX1461.The modeled gravity was interpolated from observed gravity values.
 JX1461
 JX1461;                    North         East    Units  Estimated Accuracy
 JX1461;SPC OH S     -   194,480.      683,870.      MT  (+/- 180 meters Scaled)
 JX1461
 JX1461                          SUPERSEDED SURVEY CONTROL
 JX1461
 JX1461  NGVD 29 (??/??/92)  228.513  (m)          749.71   (f) ADJ UNCH    2 0
 JX1461
 JX1461.Superseded values are not recommended for survey control.
 JX1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1461.See file dsdata.txt to determine how the superseded data were derived.
 JX1461
 JX1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD553998(NAD 83)
 JX1461_MARKER: DB = BENCH MARK DISK
 JX1461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1461_SP_SET: OVERPASS
 JX1461_STAMPING: G 65 1934
 JX1461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1461
 JX1461  HISTORY     - Date     Condition        Report By
 JX1461  HISTORY     - 1934     MONUMENTED       CGS
 JX1461  HISTORY     - 1942     GOOD             NGS
 JX1461
 JX1461                          STATION DESCRIPTION
 JX1461
 JX1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JX1461'AT CALDWELL.
 JX1461'AT CALDWELL, NOBLE COUNTY, ON THE PENNSYLVANIA RAILROAD, AT THE
 JX1461'U.S. HIGHWAY 21 OVERPASS, IN THE EAST FACE OF THE WEST CONCRETE
 JX1461'ABUTMENT, 3 YARDS NORTH OF THE SOUTHEAST CORNER, 6.5 YARDS WEST
 JX1461'OF THE WEST RAIL, AND 4.1 FEET ABOVE THE TRACK.  A STANDARD DISK,
 JX1461'STAMPED G 65 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0818 ***********************************************************************
 JX0818  DESIGNATION -  G 66
 JX0818  PID         -  JX0818
 JX0818  STATE/COUNTY-  OH/MONROE
 JX0818  USGS QUAD   -  SUMMERFIELD (1994)
 JX0818
 JX0818                         *CURRENT SURVEY CONTROL
 JX0818  ___________________________________________________________________
 JX0818* NAD 83(1986)-  39 47 47.     (N)    081 18 21.     (W)     SCALED    
 JX0818* NAVD 88     -       273.509  (meters)     897.34   (feet)  ADJUSTED  
 JX0818  ___________________________________________________________________
 JX0818  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JX0818  DYNAMIC HT  -         273.350 (meters)     896.82  (feet)  COMP
 JX0818  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 JX0818
 JX0818  VERT ORDER  -  SECOND    CLASS 0
 JX0818
 JX0818.The horizontal coordinates were scaled from a topographic map and have
 JX0818.an estimated accuracy of +/- 6 seconds.
 JX0818
 JX0818.The orthometric height was determined by differential leveling
 JX0818.and adjusted by the National Geodetic Survey in June 1991..
 JX0818
 JX0818.The geoid height was determined by GEOID03.
 JX0818
 JX0818.The dynamic height is computed by dividing the NAVD 88
 JX0818.geopotential number by the normal gravity value computed on the
 JX0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0818.degrees latitude (g = 980.6199 gals.).
 JX0818
 JX0818.The modeled gravity was interpolated from observed gravity values.
 JX0818
 JX0818;                    North         East    Units  Estimated Accuracy
 JX0818;SPC OH S     -   200,100.      702,270.      MT  (+/- 180 meters Scaled)
 JX0818
 JX0818                          SUPERSEDED SURVEY CONTROL
 JX0818
 JX0818  NGVD 29 (??/??/92)  273.679  (m)          897.90   (f) ADJ UNCH    2 0
 JX0818
 JX0818.Superseded values are not recommended for survey control.
 JX0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0818.See file dsdata.txt to determine how the superseded data were derived.
 JX0818
 JX0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME738052(NAD 83)
 JX0818_MARKER: DB = BENCH MARK DISK
 JX0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0818_STAMPING: G 66 1934
 JX0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0818+STABILITY: SURFACE MOTION
 JX0818
 JX0818  HISTORY     - Date     Condition        Report By
 JX0818  HISTORY     - 1934     MONUMENTED       CGS
 JX0818
 JX0818                          STATION DESCRIPTION
 JX0818
 JX0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX0818'2.5 MI E FROM SUMMERFIELD.
 JX0818'IN MONROE COUNTY, 2.5 MILES EAST ALONG STATE HIGHWAY 78 FROM
 JX0818'THE JUNCTION OF STATE HIGHWAY 146 AT SUMMERFIELD, NOBLE COUNTY,
 JX0818'120 YARDS EAST OF THE EAST CORNER OF THE HERMAN BURKHART TWO-STORY
 JX0818'FRAME HOUSE IN 1934, 11 YARDS NORTHWEST OF THE NORTHWEST CORNER
 JX0818'OF A WOODEN HIGHWAY, 4 YARDS NORTH OF THE CENTERLINE OF A PRIVATE
 JX0818'ROAD, 2 FEET EAST OF A WIRE FENCE, AND LEVEL WITH THE HIGHWAY.
 JX0818'A STANDARD DISK, STAMPED G 66 1934 AND SET IN THE TOP OF A CONCRETE
 JX0818'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0009 ***********************************************************************
 JY0009  DESIGNATION -  G 67
 JY0009  PID         -  JY0009
 JY0009  STATE/COUNTY-  OH/PERRY
 JY0009  USGS QUAD   -  DEAVERTOWN (1995)
 JY0009
 JY0009                         *CURRENT SURVEY CONTROL
 JY0009  ___________________________________________________________________
 JY0009* NAD 83(1986)-  39 41 03.     (N)    082 03 31.     (W)     SCALED    
 JY0009* NAVD 88     -       257.915  (meters)     846.18   (feet)  ADJUSTED  
 JY0009  ___________________________________________________________________
 JY0009  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY0009  DYNAMIC HT  -         257.768 (meters)     845.69  (feet)  COMP
 JY0009  MODELED GRAV-     980,051.7   (mgal)                       NAVD 88
 JY0009
 JY0009  VERT ORDER  -  SECOND    CLASS 0
 JY0009
 JY0009.The horizontal coordinates were scaled from a topographic map and have
 JY0009.an estimated accuracy of +/- 6 seconds.
 JY0009
 JY0009.The orthometric height was determined by differential leveling
 JY0009.and adjusted by the National Geodetic Survey in June 1991..
 JY0009
 JY0009.The geoid height was determined by GEOID03.
 JY0009
 JY0009.The dynamic height is computed by dividing the NAVD 88
 JY0009.geopotential number by the normal gravity value computed on the
 JY0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0009.degrees latitude (g = 980.6199 gals.).
 JY0009
 JY0009.The modeled gravity was interpolated from observed gravity values.
 JY0009
 JY0009;                    North         East    Units  Estimated Accuracy
 JY0009;SPC OH S     -   187,060.      637,860.      MT  (+/- 180 meters Scaled)
 JY0009
 JY0009                          SUPERSEDED SURVEY CONTROL
 JY0009
 JY0009  NGVD 29 (??/??/92)  258.136  (m)          846.90   (f) ADJ UNCH    2 0
 JY0009
 JY0009.Superseded values are not recommended for survey control.
 JY0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0009.See file dsdata.txt to determine how the superseded data were derived.
 JY0009
 JY0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD092932(NAD 83)
 JY0009_MARKER: DB = BENCH MARK DISK
 JY0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0009_STAMPING: G 67 1934
 JY0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0009+STABILITY: SURFACE MOTION
 JY0009
 JY0009  HISTORY     - Date     Condition        Report By
 JY0009  HISTORY     - 1934     MONUMENTED       CGS
 JY0009
 JY0009                          STATION DESCRIPTION
 JY0009
 JY0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0009'AT SAYRE.
 JY0009'AT SAYRE, PERRY COUNTY, ON STATE HIGHWAY 37, 115 YARDS EAST OF
 JY0009'THE WEST CORPORATE LIMITS, 60 YARDS EAST OF THE NORTHEAST CORNER
 JY0009'OF THE NEW YORK CENTRAL RAILROAD STATION, 6 YARDS EAST OF THE
 JY0009'SOUTHEAST CORNER OF A FRAME STORE BUILDING, 10 YARDS WEST OF A
 JY0009'CURBSTONE, 8 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 JY0009'ABOUT ONE FOOT ABOVE THE TOP OF THE RAIL.  A STANDARD DISK,
 JY0009'STAMPED G 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0115 ***********************************************************************
 JY0115  DESIGNATION -  G 68
 JY0115  PID         -  JY0115
 JY0115  STATE/COUNTY-  OH/FAIRFIELD
 JY0115  USGS QUAD   -  BREMEN (1992)
 JY0115
 JY0115                         *CURRENT SURVEY CONTROL
 JY0115  ___________________________________________________________________
 JY0115* NAD 83(1986)-  39 42 20.     (N)    082 25 41.     (W)     SCALED    
 JY0115* NAVD 88     -       243.132  (meters)     797.68   (feet)  ADJUSTED  
 JY0115  ___________________________________________________________________
 JY0115  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JY0115  DYNAMIC HT  -         242.990 (meters)     797.21  (feet)  COMP
 JY0115  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 JY0115
 JY0115  VERT ORDER  -  SECOND    CLASS 0
 JY0115
 JY0115.The horizontal coordinates were scaled from a topographic map and have
 JY0115.an estimated accuracy of +/- 6 seconds.
 JY0115
 JY0115.The orthometric height was determined by differential leveling
 JY0115.and adjusted by the National Geodetic Survey in June 1991..
 JY0115
 JY0115.The geoid height was determined by GEOID03.
 JY0115
 JY0115.The dynamic height is computed by dividing the NAVD 88
 JY0115.geopotential number by the normal gravity value computed on the
 JY0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0115.degrees latitude (g = 980.6199 gals.).
 JY0115
 JY0115.The modeled gravity was interpolated from observed gravity values.
 JY0115
 JY0115;                    North         East    Units  Estimated Accuracy
 JY0115;SPC OH S     -   189,340.      606,170.      MT  (+/- 180 meters Scaled)
 JY0115
 JY0115                          SUPERSEDED SURVEY CONTROL
 JY0115
 JY0115  NGVD 29 (??/??/92)  243.370  (m)          798.46   (f) ADJ UNCH    2 0
 JY0115
 JY0115.Superseded values are not recommended for survey control.
 JY0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0115.See file dsdata.txt to determine how the superseded data were derived.
 JY0115
 JY0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD775960(NAD 83)
 JY0115_MARKER: DB = BENCH MARK DISK
 JY0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0115_STAMPING: G 68 1934
 JY0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0115+STABILITY: SURFACE MOTION
 JY0115
 JY0115  HISTORY     - Date     Condition        Report By
 JY0115  HISTORY     - 1934     MONUMENTED       CGS
 JY0115  HISTORY     - 1960     MARK NOT FOUND   USGS
 JY0115
 JY0115                          STATION DESCRIPTION
 JY0115
 JY0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0115'AT BREMEN.
 JY0115'AT BREMEN, FAIRFIELD COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 JY0115'240 YARDS NORTH OF STATE HIGHWAY 37, 140 FEET EAST OF THE
 JY0115'SOUTHWEST CORNER OF THE BREMEN LUMBER CO. BUILDING, 72 FEET EAST
 JY0115'OF THE CENTER OF THE CROSSING OF A CINDER ROAD, 45 FEET EAST OF
 JY0115'THE EAST RAIL, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A
 JY0115'STANDARD DISK, STAMPED G 68 1934 AND SET IN THE TOP OF A CONCRETE
 JY0115'POST.
 JY0115
 JY0115                          STATION RECOVERY (1960)
 JY0115
 JY0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JY0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0169 ***********************************************************************
 JY0169  DESIGNATION -  G 69
 JY0169  PID         -  JY0169
 JY0169  STATE/COUNTY-  OH/VINTON
 JY0169  USGS QUAD   -  MC ARTHUR (1995)
 JY0169
 JY0169                         *CURRENT SURVEY CONTROL
 JY0169  ___________________________________________________________________
 JY0169* NAD 83(1986)-  39 12 26.     (N)    082 28 42.     (W)     SCALED    
 JY0169* NAVD 88     -       227.394  (meters)     746.04   (feet)  ADJUSTED  
 JY0169  ___________________________________________________________________
 JY0169  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY0169  DYNAMIC HT  -         227.253 (meters)     745.58  (feet)  COMP
 JY0169  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 JY0169
 JY0169  VERT ORDER  -  FIRST     CLASS II
 JY0169
 JY0169.The horizontal coordinates were scaled from a topographic map and have
 JY0169.an estimated accuracy of +/- 6 seconds.
 JY0169
 JY0169.The orthometric height was determined by differential leveling
 JY0169.and adjusted by the National Geodetic Survey in June 1991..
 JY0169
 JY0169.The geoid height was determined by GEOID03.
 JY0169
 JY0169.The dynamic height is computed by dividing the NAVD 88
 JY0169.geopotential number by the normal gravity value computed on the
 JY0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0169.degrees latitude (g = 980.6199 gals.).
 JY0169
 JY0169.The modeled gravity was interpolated from observed gravity values.
 JY0169
 JY0169;                    North         East    Units  Estimated Accuracy
 JY0169;SPC OH S     -   134,020.      601,870.      MT  (+/- 180 meters Scaled)
 JY0169
 JY0169                          SUPERSEDED SURVEY CONTROL
 JY0169
 JY0169  NGVD 29 (??/??/92)  227.560  (m)          746.59   (f) ADJ UNCH    1 2
 JY0169
 JY0169.Superseded values are not recommended for survey control.
 JY0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0169.See file dsdata.txt to determine how the superseded data were derived.
 JY0169
 JY0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD723408(NAD 83)
 JY0169_MARKER: DB = BENCH MARK DISK
 JY0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0169_STAMPING: G 69 1934
 JY0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0169+STABILITY: SURFACE MOTION
 JY0169
 JY0169  HISTORY     - Date     Condition        Report By
 JY0169  HISTORY     - 1934     MONUMENTED       CGS
 JY0169  HISTORY     - 1958     GOOD             NGS
 JY0169
 JY0169                          STATION DESCRIPTION
 JY0169
 JY0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0169'AT DUNDAS.
 JY0169'AT DUNDAS, IN SECTION 4, R 17W, T 10N, ABOUT 163 YARDS
 JY0169'SOUTHEAST OF SOUTHEAST END OF THE RAILROAD STATION, ABOUT 57
 JY0169'YARDS SOUTHEAST OF AND ACROSS A DIRT ROAD FROM A BLOCK SIGNAL,
 JY0169'62 FEET EAST OF THE CENTER LINE OF THE CROSSING OF A
 JY0169'NORTHEAST-SOUTHWEST DIRT ROAD, 52 FEET SOUTHEAST OF THE CENTER
 JY0169'LINE OF THE DIRT ROAD, 26 FEET SOUTHEAST OF A FENCE CORNER,
 JY0169'2 FEET SOUTHWEST OF A FENCE, 31 FEET NORTHEAST OF NORTHEAST
 JY0169'RAIL OF SIDE TRACK, 54 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN
 JY0169'TRACK, 9.4 FEET NORTHWEST OF THE FIRST TELEPHONE POLE SOUTHEAST
 JY0169'OF THE CROSSING, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 JY0169'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, SET IN THE TOP
 JY0169'OF A CONCRETE POST 5 INCHES BELOW THE LEVEL OF THE GROUND, THE
 JY0169'MARK IS COVERED WITH DITCH DIGGINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0094 ***********************************************************************
 HY0094  DESIGNATION -  G 71
 HY0094  PID         -  HY0094
 HY0094  STATE/COUNTY-  OH/GALLIA
 HY0094  USGS QUAD   -  GALLIPOLIS (1983)
 HY0094
 HY0094                         *CURRENT SURVEY CONTROL
 HY0094  ___________________________________________________________________
 HY0094* NAD 83(1986)-  38 50 58.     (N)    082 09 12.     (W)     SCALED    
 HY0094* NAVD 88     -       172.892  (meters)     567.23   (feet)  ADJUSTED  
 HY0094  ___________________________________________________________________
 HY0094  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HY0094  DYNAMIC HT  -         172.782 (meters)     566.87  (feet)  COMP
 HY0094  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 HY0094
 HY0094  VERT ORDER  -  SECOND    CLASS 0
 HY0094
 HY0094.The horizontal coordinates were scaled from a topographic map and have
 HY0094.an estimated accuracy of +/- 6 seconds.
 HY0094
 HY0094.The orthometric height was determined by differential leveling
 HY0094.and adjusted by the National Geodetic Survey in June 1991..
 HY0094
 HY0094.The geoid height was determined by GEOID03.
 HY0094
 HY0094.The dynamic height is computed by dividing the NAVD 88
 HY0094.geopotential number by the normal gravity value computed on the
 HY0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0094.degrees latitude (g = 980.6199 gals.).
 HY0094
 HY0094.The modeled gravity was interpolated from observed gravity values.
 HY0094
 HY0094;                    North         East    Units  Estimated Accuracy
 HY0094;SPC OH S     -    94,360.      630,090.      MT  (+/- 180 meters Scaled)
 HY0094
 HY0094                          SUPERSEDED SURVEY CONTROL
 HY0094
 HY0094  NGVD 29 (??/??/92)  173.087  (m)          567.87   (f) ADJ UNCH    2 0
 HY0094
 HY0094.Superseded values are not recommended for survey control.
 HY0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0094.See file dsdata.txt to determine how the superseded data were derived.
 HY0094
 HY0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD999007(NAD 83)
 HY0094_MARKER: DB = BENCH MARK DISK
 HY0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0094_SP_SET: ABUTMENT
 HY0094_STAMPING: G 71 1934 567.868
 HY0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0094
 HY0094  HISTORY     - Date     Condition        Report By
 HY0094  HISTORY     - 1934     MONUMENTED       CGS
 HY0094  HISTORY     - 1958     GOOD             NGS
 HY0094  HISTORY     - 1976     GOOD             NGS
 HY0094
 HY0094                          STATION DESCRIPTION
 HY0094
 HY0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0094'3.4 MI NE FROM GALLIPOLIS.
 HY0094'ABOUT 3.4 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0094'FROM THE STATION AT GALLIPOLIS, IN SECTION  , R 14W, T 4N,
 HY0094'ABOUT 0.1 MILE SOUTHWEST OF MILE POST 118, SET VERTICALLY
 HY0094'IN THE NORTHWEST FACE OF THE SOUTHWEST WINGWALL OF THE SOUTHEAST
 HY0094'MASONRY ABUTMENT OF OVERPASS 679 OF THE NEW YORK CENTRAL RAILROAD
 HY0094'OVER THE CHESAPEAKE AND OHIO RAILWAY, 22.3 FEET SOUTHEAST OF
 HY0094'SOUTHEAST RAIL, 18.3 FEET SOUTHWEST OF THE WEST CORNER OF
 HY0094'ABUTMENT, 19.3 FEET NORTHEAST OF SOUTHWEST END OF THE WINGWALL,
 HY0094'ABOUT 1.6 FEET ABOVE THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL
 HY0094'OF THE TRACK.
 HY0094
 HY0094                          STATION RECOVERY (1976)
 HY0094
 HY0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1112 ***********************************************************************
 HY1112  DESIGNATION -  G 72
 HY1112  PID         -  HY1112
 HY1112  STATE/COUNTY-  OH/SCIOTO
 HY1112  USGS QUAD   -  MINFORD (1990)
 HY1112
 HY1112                         *CURRENT SURVEY CONTROL
 HY1112  ___________________________________________________________________
 HY1112* NAD 83(1986)-  38 47 56.     (N)    082 45 55.     (W)     SCALED    
 HY1112* NAVD 88     -       184.260  (meters)     604.53   (feet)  ADJUSTED  
 HY1112  ___________________________________________________________________
 HY1112  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY1112  DYNAMIC HT  -         184.141 (meters)     604.14  (feet)  COMP
 HY1112  MODELED GRAV-     979,981.3   (mgal)                       NAVD 88
 HY1112
 HY1112  VERT ORDER  -  SECOND    CLASS 0
 HY1112
 HY1112.The horizontal coordinates were scaled from a topographic map and have
 HY1112.an estimated accuracy of +/- 6 seconds.
 HY1112
 HY1112.The orthometric height was determined by differential leveling
 HY1112.and adjusted by the National Geodetic Survey in June 1991..
 HY1112
 HY1112.The geoid height was determined by GEOID03.
 HY1112
 HY1112.The dynamic height is computed by dividing the NAVD 88
 HY1112.geopotential number by the normal gravity value computed on the
 HY1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1112.degrees latitude (g = 980.6199 gals.).
 HY1112
 HY1112.The modeled gravity was interpolated from observed gravity values.
 HY1112
 HY1112;                    North         East    Units  Estimated Accuracy
 HY1112;SPC OH S     -    88,720.      576,960.      MT  (+/- 180 meters Scaled)
 HY1112
 HY1112                          SUPERSEDED SURVEY CONTROL
 HY1112
 HY1112  NGVD 29 (??/??/92)  184.439  (m)          605.11   (f) ADJ UNCH    2 0
 HY1112
 HY1112.Superseded values are not recommended for survey control.
 HY1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1112.See file dsdata.txt to determine how the superseded data were derived.
 HY1112
 HY1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC467959(NAD 83)
 HY1112_MARKER: DB = BENCH MARK DISK
 HY1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1112_STAMPING: G 72 1934 605.094
 HY1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1112+STABILITY: SURFACE MOTION
 HY1112
 HY1112  HISTORY     - Date     Condition        Report By
 HY1112  HISTORY     - 1934     MONUMENTED       CGS
 HY1112  HISTORY     - 1958     GOOD             NGS
 HY1112
 HY1112                          STATION DESCRIPTION
 HY1112
 HY1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1112'3 MI W FROM SOUTH WEBSTER.
 HY1112'ABOUT 2.95 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1112'FROM THE STATION AT SOUTH WEBSTER, IN SECTION 20, T 4N, R 19W,
 HY1112'NEAR MILEAGE POLE 40-12, AT SCIOTO FURNACE BETWEEN THE
 HY1112'TRACK AND STATE HIGHWAY 140, 8 FEET EAST OF EAST RAIL, 63 1/2
 HY1112'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 234 FEET SOUTH
 HY1112'OF THE SOUTH END OF RAILROAD BRIDGE 377, 24 FEET SOUTHWEST OF
 HY1112'THE CENTER LINE OF A DIRT ROAD, 42 FEET NORTHEAST AND ACROSS
 HY1112'THE TRACK FROM THE MILEAGE POLE, ABOUT LEVEL WITH THE TRACK AND
 HY1112'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1459 ***********************************************************************
 HY1459  DESIGNATION -  G 73
 HY1459  PID         -  HY1459
 HY1459  STATE/COUNTY-  OH/ADAMS
 HY1459  USGS QUAD   -  PEEBLES (1986)
 HY1459
 HY1459                         *CURRENT SURVEY CONTROL
 HY1459  ___________________________________________________________________
 HY1459* NAD 83(1986)-  38 57 17.     (N)    083 26 43.     (W)     SCALED    
 HY1459* NAVD 88     -       198.481  (meters)     651.18   (feet)  ADJUSTED  
 HY1459  ___________________________________________________________________
 HY1459  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 HY1459  DYNAMIC HT  -         198.356 (meters)     650.77  (feet)  COMP
 HY1459  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 HY1459
 HY1459  VERT ORDER  -  SECOND    CLASS 0
 HY1459
 HY1459.The horizontal coordinates were scaled from a topographic map and have
 HY1459.an estimated accuracy of +/- 6 seconds.
 HY1459
 HY1459.The orthometric height was determined by differential leveling
 HY1459.and adjusted by the National Geodetic Survey in June 1991..
 HY1459
 HY1459.The geoid height was determined by GEOID03.
 HY1459
 HY1459.The dynamic height is computed by dividing the NAVD 88
 HY1459.geopotential number by the normal gravity value computed on the
 HY1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1459.degrees latitude (g = 980.6199 gals.).
 HY1459
 HY1459.The modeled gravity was interpolated from observed gravity values.
 HY1459
 HY1459;                    North         East    Units  Estimated Accuracy
 HY1459;SPC OH S     -   106,420.      518,070.      MT  (+/- 180 meters Scaled)
 HY1459
 HY1459                          SUPERSEDED SURVEY CONTROL
 HY1459
 HY1459  NGVD 29 (??/??/92)  198.670  (m)          651.80   (f) ADJ UNCH    2 0
 HY1459
 HY1459.Superseded values are not recommended for survey control.
 HY1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1459.See file dsdata.txt to determine how the superseded data were derived.
 HY1459
 HY1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD881145(NAD 83)
 HY1459_MARKER: DB = BENCH MARK DISK
 HY1459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1459_SP_SET: BRIDGE
 HY1459_STAMPING: G 73 1934
 HY1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1459
 HY1459  HISTORY     - Date     Condition        Report By
 HY1459  HISTORY     - 1934     MONUMENTED       CGS
 HY1459
 HY1459                          STATION DESCRIPTION
 HY1459
 HY1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HY1459'2.3 MI W FROM PEEBLES.
 HY1459'2.3 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 HY1459'STATION AT PEEBLES, ADAMS COUNTY, 0.3 MILE WEST OF MILEPOST
 HY1459'C 70, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A
 HY1459'CONCRETE BRIDGE, 20 FEET NORTH OF THE NORTH RAIL, AND ABOUT 9 FEET
 HY1459'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 73 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1040 ***********************************************************************
 JY1040  DESIGNATION -  G 74
 JY1040  PID         -  JY1040
 JY1040  STATE/COUNTY-  OH/HIGHLAND
 JY1040  USGS QUAD   -  SUGAR TREE RIDGE (1986)
 JY1040
 JY1040                         *CURRENT SURVEY CONTROL
 JY1040  ___________________________________________________________________
 JY1040* NAD 83(1986)-  39 06 28.     (N)    083 43 41.     (W)     SCALED    
 JY1040* NAVD 88     -       310.789  (meters)    1019.65   (feet)  ADJUSTED  
 JY1040  ___________________________________________________________________
 JY1040  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JY1040  DYNAMIC HT  -         310.597 (meters)    1019.02  (feet)  COMP
 JY1040  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 JY1040
 JY1040  VERT ORDER  -  SECOND    CLASS 0
 JY1040
 JY1040.The horizontal coordinates were scaled from a topographic map and have
 JY1040.an estimated accuracy of +/- 6 seconds.
 JY1040
 JY1040.The orthometric height was determined by differential leveling
 JY1040.and adjusted by the National Geodetic Survey in June 1991..
 JY1040
 JY1040.The geoid height was determined by GEOID03.
 JY1040
 JY1040.The dynamic height is computed by dividing the NAVD 88
 JY1040.geopotential number by the normal gravity value computed on the
 JY1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1040.degrees latitude (g = 980.6199 gals.).
 JY1040
 JY1040.The modeled gravity was interpolated from observed gravity values.
 JY1040
 JY1040;                    North         East    Units  Estimated Accuracy
 JY1040;SPC OH S     -   123,700.      493,790.      MT  (+/- 180 meters Scaled)
 JY1040
 JY1040                          SUPERSEDED SURVEY CONTROL
 JY1040
 JY1040  NGVD 29 (??/??/92)  310.963  (m)         1020.22   (f) ADJ UNCH    2 0
 JY1040
 JY1040.Superseded values are not recommended for survey control.
 JY1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1040.See file dsdata.txt to determine how the superseded data were derived.
 JY1040
 JY1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD641322(NAD 83)
 JY1040_MARKER: DB = BENCH MARK DISK
 JY1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1040_STAMPING: G 74 1934
 JY1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1040+STABILITY: SURFACE MOTION
 JY1040
 JY1040  HISTORY     - Date     Condition        Report By
 JY1040  HISTORY     - 1934     MONUMENTED       CGS
 JY1040  HISTORY     - 1960     MARK NOT FOUND   USGS
 JY1040
 JY1040                          STATION DESCRIPTION
 JY1040
 JY1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY1040'0.6 MI S FROM EAST DANVILLE.
 JY1040'0.6 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY1040'STATION AT EAST DANVILLE, HIGHLAND COUNTY, 0.5 MILE SOUTH OF
 JY1040'MILEPOST S 9, 100 YARDS SOUTH OF THE SOUTH HEADWALL OF BRIDGE
 JY1040'2109, 23 YARDS SOUTHEAST OF THE EAST RAIL OF THE CROSSING
 JY1040'OF THE CENTERLINE OF A COUNTY GRAVEL ROAD, 19 FEET EAST OF THE
 JY1040'EAST RAIL, 6 FEET SOUTHWEST OF THE FENCE CORNER, AND LEVEL
 JY1040'WITH THE TRACK.  A STANDARD DISK, STAMPED G 74 1934 AND SET
 JY1040'IN THE TOP OF A CONCRETE POST.
 JY1040
 JY1040                          STATION RECOVERY (1960)
 JY1040
 JY1040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JY1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0981 ***********************************************************************
 JY0981  DESIGNATION -  G 75
 JY0981  PID         -  JY0981
 JY0981  STATE/COUNTY-  OH/ROSS
 JY0981  USGS QUAD   -  BAINBRIDGE (1979)
 JY0981
 JY0981                         *CURRENT SURVEY CONTROL
 JY0981  ___________________________________________________________________
 JY0981* NAD 83(1986)-  39 13 53.     (N)    083 16 15.     (W)     SCALED    
 JY0981* NAVD 88     -       220.542  (meters)     723.56   (feet)  ADJUSTED  
 JY0981  ___________________________________________________________________
 JY0981  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JY0981  DYNAMIC HT  -         220.411 (meters)     723.13  (feet)  COMP
 JY0981  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 JY0981
 JY0981  VERT ORDER  -  SECOND    CLASS 0
 JY0981
 JY0981.The horizontal coordinates were scaled from a topographic map and have
 JY0981.an estimated accuracy of +/- 6 seconds.
 JY0981
 JY0981.The orthometric height was determined by differential leveling
 JY0981.and adjusted by the National Geodetic Survey in June 1991..
 JY0981
 JY0981.The geoid height was determined by GEOID03.
 JY0981
 JY0981.The dynamic height is computed by dividing the NAVD 88
 JY0981.geopotential number by the normal gravity value computed on the
 JY0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0981.degrees latitude (g = 980.6199 gals.).
 JY0981
 JY0981.The modeled gravity was interpolated from observed gravity values.
 JY0981
 JY0981;                    North         East    Units  Estimated Accuracy
 JY0981;SPC OH S     -   136,980.      533,450.      MT  (+/- 180 meters Scaled)
 JY0981
 JY0981                          SUPERSEDED SURVEY CONTROL
 JY0981
 JY0981  NGVD 29 (??/??/92)  220.723  (m)          724.16   (f) ADJ UNCH    2 0
 JY0981
 JY0981.Superseded values are not recommended for survey control.
 JY0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0981.See file dsdata.txt to determine how the superseded data were derived.
 JY0981
 JY0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD039449(NAD 83)
 JY0981_MARKER: DB = BENCH MARK DISK
 JY0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0981_STAMPING: G 75 1935
 JY0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0981+STABILITY: SURFACE MOTION
 JY0981
 JY0981  HISTORY     - Date     Condition        Report By
 JY0981  HISTORY     - 1935     MONUMENTED       CGS
 JY0981
 JY0981                          STATION DESCRIPTION
 JY0981
 JY0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JY0981'AT BAINBRIDGE.
 JY0981'AT BAINBRIDGE, ROSS COUNTY, 20 YARDS NORTHWEST OF THE NORTHWEST
 JY0981'CORNER OF THE DETROIT, TOLEDO AND IRONTON RAILROAD STATION, 37
 JY0981'YARDS NORTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AT THE
 JY0981'CROSSING OF THE CENTERLINE OF STATE HIGHWAY 41, 5 YARDS SOUTHWEST
 JY0981'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 4.5 YARDS NORTHEAST OF
 JY0981'THE EAST RAIL OF A SPUR TRACK, AND ABOUT 3 INCHES ABOVE THE
 JY0981'LEVEL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED G 75 1935 AND
 JY0981'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0985 ***********************************************************************
 JY0985  DESIGNATION -  G 75 X
 JY0985  PID         -  JY0985
 JY0985  STATE/COUNTY-  OH/HIGHLAND
 JY0985  USGS QUAD   -  BAINBRIDGE (1979)
 JY0985
 JY0985                         *CURRENT SURVEY CONTROL
 JY0985  ___________________________________________________________________
 JY0985* NAD 83(1986)-  39 13 50.     (N)    083 20 45.     (W)     SCALED    
 JY0985* NAVD 88     -       231.755  (meters)     760.35   (feet)  ADJUSTED  
 JY0985  ___________________________________________________________________
 JY0985  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JY0985  DYNAMIC HT  -         231.619 (meters)     759.90  (feet)  COMP
 JY0985  MODELED GRAV-     980,032.3   (mgal)                       NAVD 88
 JY0985
 JY0985  VERT ORDER  -  SECOND    CLASS 0
 JY0985
 JY0985.The horizontal coordinates were scaled from a topographic map and have
 JY0985.an estimated accuracy of +/- 6 seconds.
 JY0985
 JY0985.The orthometric height was determined by differential leveling
 JY0985.and adjusted by the National Geodetic Survey in June 1991..
 JY0985
 JY0985.The geoid height was determined by GEOID03.
 JY0985
 JY0985.The dynamic height is computed by dividing the NAVD 88
 JY0985.geopotential number by the normal gravity value computed on the
 JY0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0985.degrees latitude (g = 980.6199 gals.).
 JY0985
 JY0985.The modeled gravity was interpolated from observed gravity values.
 JY0985
 JY0985;                    North         East    Units  Estimated Accuracy
 JY0985;SPC OH S     -   136,950.      526,970.      MT  (+/- 180 meters Scaled)
 JY0985
 JY0985                          SUPERSEDED SURVEY CONTROL
 JY0985
 JY0985  NGVD 29 (??/??/92)  231.94   (m)          761.0    (f) COMPUTED    2 0
 JY0985
 JY0985.Superseded values are not recommended for survey control.
 JY0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0985.See file dsdata.txt to determine how the superseded data were derived.
 JY0985
 JY0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD975449(NAD 83)
 JY0985_MARKER: DB = BENCH MARK DISK
 JY0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0985+STABILITY: SURFACE MOTION
 JY0985
 JY0985  HISTORY     - Date     Condition        Report By
 JY0985  HISTORY     - UNK      MONUMENTED       OHGS
 JY0985  HISTORY     - 1959     MARK NOT FOUND   NGS
 JY0985  HISTORY     - 1960     MARK NOT FOUND   USGS
 JY0985
 JY0985                          STATION DESCRIPTION
 JY0985
 JY0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JY0985'4.6 MI W FROM BAINBRIDGE.
 JY0985'4.6 MILES W OF RR STATION BY HIGHWAY, ON U.S. RTE 50 AT THE JUNCTION
 JY0985'WITH DIRT ROAD TO 7 CAVES, AT THE SE CORNER OF A CONCRETE HIGHWAY
 JY0985'BRIDGE OVER, 1 1/2 YDS S OF THE SE CORNER OF BRIDGE, ON LINE WITH
 JY0985'EAST END OF THE S SIDE OF BRIDGE, 5 1/2 YDS S OF THE CENTERLINE OF
 JY0985'RTE 50, 1 FOOT BELOW SURFACE OF HIGHWAY 50 ON TOP OF A CONCRETE
 JY0985'POST.  A 3-INCH BRONZE DISK.  NOTE-- A NEW HIGHWAY AND BRIDGE
 JY0985'HAVE BEEN BUILT IN THE VICINITY OF THE MARK.
 JY0985
 JY0985                          STATION RECOVERY (1960)
 JY0985
 JY0985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JY0985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0137 ***********************************************************************
 JY0137  DESIGNATION -  G 76
 JY0137  PID         -  JY0137
 JY0137  STATE/COUNTY-  OH/ATHENS
 JY0137  USGS QUAD   -  THE PLAINS (1995)
 JY0137
 JY0137                         *CURRENT SURVEY CONTROL
 JY0137  ___________________________________________________________________
 JY0137* NAD 83(1986)-  39 19 26.     (N)    082 13 10.     (W)     SCALED    
 JY0137* NAVD 88     -       249.925  (meters)     819.96   (feet)  ADJUSTED  
 JY0137  ___________________________________________________________________
 JY0137  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JY0137  DYNAMIC HT  -         249.774 (meters)     819.47  (feet)  COMP
 JY0137  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 JY0137
 JY0137  VERT ORDER  -  FIRST     CLASS II
 JY0137
 JY0137.The horizontal coordinates were scaled from a topographic map and have
 JY0137.an estimated accuracy of +/- 6 seconds.
 JY0137
 JY0137.The orthometric height was determined by differential leveling
 JY0137.and adjusted by the National Geodetic Survey in June 1991..
 JY0137.WARNING-Repeat measurements at this control monument indicate possible
 JY0137.vertical movement.
 JY0137
 JY0137.The geoid height was determined by GEOID03.
 JY0137
 JY0137.The dynamic height is computed by dividing the NAVD 88
 JY0137.geopotential number by the normal gravity value computed on the
 JY0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0137.degrees latitude (g = 980.6199 gals.).
 JY0137
 JY0137.The modeled gravity was interpolated from observed gravity values.
 JY0137
 JY0137;                    North         East    Units  Estimated Accuracy
 JY0137;SPC OH S     -   147,010.      624,190.      MT  (+/- 180 meters Scaled)
 JY0137
 JY0137                          SUPERSEDED SURVEY CONTROL
 JY0137
 JY0137  NGVD 29 (??/??/92)  250.098  (m)          820.53   (f) ADJ UNCH    1 2
 JY0137
 JY0137.Superseded values are not recommended for survey control.
 JY0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0137.See file dsdata.txt to determine how the superseded data were derived.
 JY0137
 JY0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD948534(NAD 83)
 JY0137_MARKER: DB = BENCH MARK DISK
 JY0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0137_STAMPING: G 76 1935
 JY0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0137+STABILITY: SURFACE MOTION
 JY0137
 JY0137  HISTORY     - Date     Condition        Report By
 JY0137  HISTORY     - 1935     MONUMENTED       CGS
 JY0137  HISTORY     - 1943     GOOD             NGS
 JY0137
 JY0137                          STATION DESCRIPTION
 JY0137
 JY0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JY0137'AT NEW MARSHFIELD.
 JY0137'AT NEW MARSHFIELD, ATHENS COUNTY, 30 YARDS SOUTHWEST OF THE WEST
 JY0137'CORNER OF THE BALTIMORE AND OHIO RAILROAD STATION AT THE SOUTHWEST
 JY0137'CORNER OF A TRIANGULAR PARK SURROUNDED BY A HEDGE, ABOUT 5-1/2 YARDS
 JY0137'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND ABOUT ONE
 JY0137'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 76 1935 AND
 JY0137'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0264 ***********************************************************************
 JY0264  DESIGNATION -  G 76 X
 JY0264  PID         -  JY0264
 JY0264  STATE/COUNTY-  OH/ATHENS
 JY0264  USGS QUAD   -  THE PLAINS (1995)
 JY0264
 JY0264                         *CURRENT SURVEY CONTROL
 JY0264  ___________________________________________________________________
 JY0264* NAD 83(1986)-  39 16 11.     (N)    082 09 26.     (W)     SCALED    
 JY0264* NAVD 88     -       202.405  (meters)     664.06   (feet)  ADJUSTED  
 JY0264  ___________________________________________________________________
 JY0264  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JY0264  DYNAMIC HT  -         202.280 (meters)     663.65  (feet)  COMP
 JY0264  MODELED GRAV-     980,008.6   (mgal)                       NAVD 88
 JY0264
 JY0264  VERT ORDER  -  SECOND    CLASS 0
 JY0264
 JY0264.The horizontal coordinates were scaled from a topographic map and have
 JY0264.an estimated accuracy of +/- 6 seconds.
 JY0264
 JY0264.The orthometric height was determined by differential leveling
 JY0264.and adjusted by the National Geodetic Survey in June 1991..
 JY0264
 JY0264.The geoid height was determined by GEOID03.
 JY0264
 JY0264.The dynamic height is computed by dividing the NAVD 88
 JY0264.geopotential number by the normal gravity value computed on the
 JY0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0264.degrees latitude (g = 980.6199 gals.).
 JY0264
 JY0264.The modeled gravity was interpolated from observed gravity values.
 JY0264
 JY0264;                    North         East    Units  Estimated Accuracy
 JY0264;SPC OH S     -   141,010.      629,580.      MT  (+/- 180 meters Scaled)
 JY0264
 JY0264                          SUPERSEDED SURVEY CONTROL
 JY0264
 JY0264  NGVD 29 (??/??/92)  202.580  (m)          664.63   (f) ADJ UNCH    2 0
 JY0264
 JY0264.Superseded values are not recommended for survey control.
 JY0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0264.See file dsdata.txt to determine how the superseded data were derived.
 JY0264
 JY0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD001473(NAD 83)
 JY0264_MARKER: DB = BENCH MARK DISK
 JY0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0264_SP_SET: BRIDGE
 JY0264_STAMPING: G 76 X 1935
 JY0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0264
 JY0264  HISTORY     - Date     Condition        Report By
 JY0264  HISTORY     - 1935     MONUMENTED       CGS
 JY0264  HISTORY     - 1958     GOOD             NGS
 JY0264
 JY0264                          STATION DESCRIPTION
 JY0264
 JY0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0264'4 MI NE FROM ALBANY.
 JY0264'ABOUT 3.35 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JY0264'INTERSECTION OF CLINTON STREET AT ALBANY, THENCE 0.05 MILE
 JY0264'SOUTHEAST ALONG A BLACK TOP ROAD TO ALEXANDER PRESBYTERIAN CHURCH,
 JY0264'THENCE 0.6 MILE NORTHEAST ALONG A BLACK TOP ROAD (OLD HIGHWAY),
 JY0264'IN THE TOP OF THE SOUTHWEST WING WALL OF A 12 FOOT CONCRETE BRIDGE
 JY0264'OVER MARGARET CREEK, 13 1/2 FEET WEST OF THE CENTER LINE OF THE
 JY0264'ROAD, 1/2 FOOT WEST OF THE BRIDGE BANISTER, AND ABOUT LEVEL WITH THE
 JY0264'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0464 ***********************************************************************
 JY0464  DESIGNATION -  G 77
 JY0464  PID         -  JY0464
 JY0464  STATE/COUNTY-  OH/ROSS
 JY0464  USGS QUAD   -  CHILLICOTHE EAST (1994)
 JY0464
 JY0464                         *CURRENT SURVEY CONTROL
 JY0464  ___________________________________________________________________
 JY0464* NAD 83(1986)-  39 20 58.     (N)    082 59 49.     (W)     SCALED    
 JY0464* NAVD 88     -       197.519  (meters)     648.03   (feet)  ADJUSTED  
 JY0464  ___________________________________________________________________
 JY0464  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JY0464  DYNAMIC HT  -         197.398 (meters)     647.63  (feet)  COMP
 JY0464  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 JY0464
 JY0464  VERT ORDER  -  FIRST     CLASS II
 JY0464
 JY0464.The horizontal coordinates were scaled from a topographic map and have
 JY0464.an estimated accuracy of +/- 6 seconds.
 JY0464
 JY0464.The orthometric height was determined by differential leveling
 JY0464.and adjusted by the National Geodetic Survey in June 1991..
 JY0464
 JY0464.The geoid height was determined by GEOID03.
 JY0464
 JY0464.The dynamic height is computed by dividing the NAVD 88
 JY0464.geopotential number by the normal gravity value computed on the
 JY0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0464.degrees latitude (g = 980.6199 gals.).
 JY0464
 JY0464.The modeled gravity was interpolated from observed gravity values.
 JY0464
 JY0464;                    North         East    Units  Estimated Accuracy
 JY0464;SPC OH S     -   149,920.      557,170.      MT  (+/- 180 meters Scaled)
 JY0464
 JY0464                          SUPERSEDED SURVEY CONTROL
 JY0464
 JY0464  NGVD 29 (??/??/92)  197.687  (m)          648.58   (f) ADJ UNCH    1 2
 JY0464
 JY0464.Superseded values are not recommended for survey control.
 JY0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0464.See file dsdata.txt to determine how the superseded data were derived.
 JY0464
 JY0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD279574(NAD 83)
 JY0464_MARKER: DB = BENCH MARK DISK
 JY0464_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JY0464_STAMPING: G 77 1935
 JY0464_MARK LOGO: CGS   
 JY0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0464
 JY0464  HISTORY     - Date     Condition        Report By
 JY0464  HISTORY     - 1935     MONUMENTED       CGS
 JY0464  HISTORY     - 1984     GOOD             NGS
 JY0464
 JY0464                          STATION DESCRIPTION
 JY0464
 JY0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JY0464'1.7 MI NW FROM CHILLICOTHE.
 JY0464'1.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JY0464'FROM THE STATION AT CHILLICOTHE, ROSS COUNTY, AT BRIDGE 96.19
 JY0464'OVER U.S. HIGHWAY 35, IN THE TOP OF THE NORTHWEST END OF THE
 JY0464'NORTHEAST HEADWALL, 9 FEET NORTHEAST OF THE NORTHEAST RAIL,
 JY0464'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED G 77 1935.
 JY0464
 JY0464                          STATION RECOVERY (1984)
 JY0464
 JY0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1016 ***********************************************************************
 JY1016  DESIGNATION -  G 78
 JY1016  PID         -  JY1016
 JY1016  STATE/COUNTY-  OH/CLINTON
 JY1016  USGS QUAD   -  MARTINSVILLE (1960)
 JY1016
 JY1016                         *CURRENT SURVEY CONTROL
 JY1016  ___________________________________________________________________
 JY1016* NAD 83(1986)-  39 19 03.     (N)    083 49 49.     (W)     SCALED    
 JY1016* NAVD 88     -       312.289  (meters)    1024.57   (feet)  POSTED    
 JY1016  ___________________________________________________________________
 JY1016  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JY1016  DYNAMIC HT  -         312.100 (meters)    1023.95  (feet)  COMP
 JY1016  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 JY1016
 JY1016  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JY1016
 JY1016.The horizontal coordinates were scaled from a topographic map and have
 JY1016.an estimated accuracy of +/- 6 seconds.
 JY1016
 JY1016.The orthometric height was determined by differential leveling
 JY1016.and adjusted by the National Geodetic Survey in 1992..
 JY1016.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JY1016.rate of 1.1 thru 2.0 mm/km.
 JY1016
 JY1016.The geoid height was determined by GEOID03.
 JY1016
 JY1016.The dynamic height is computed by dividing the NAVD 88
 JY1016.geopotential number by the normal gravity value computed on the
 JY1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1016.degrees latitude (g = 980.6199 gals.).
 JY1016
 JY1016.The modeled gravity was interpolated from observed gravity values.
 JY1016
 JY1016;                    North         East    Units  Estimated Accuracy
 JY1016;SPC OH S     -   147,110.      485,290.      MT  (+/- 180 meters Scaled)
 JY1016
 JY1016                          SUPERSEDED SURVEY CONTROL
 JY1016
 JY1016  NGVD 29 (??/??/92)  312.443  (m)         1025.07   (f) ADJ UNCH    1 2
 JY1016
 JY1016.Superseded values are not recommended for survey control.
 JY1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1016.See file dsdata.txt to determine how the superseded data were derived.
 JY1016
 JY1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD560558(NAD 83)
 JY1016_MARKER: DB = BENCH MARK DISK
 JY1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1016_STAMPING: G 78 1935
 JY1016_MARK LOGO: CGS   
 JY1016_PROJECTION: PROJECTING 20 CENTIMETERS
 JY1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1016+STABILITY: SURFACE MOTION
 JY1016
 JY1016  HISTORY     - Date     Condition        Report By
 JY1016  HISTORY     - 1935     MONUMENTED       CGS
 JY1016  HISTORY     - 1984     GOOD             NGS
 JY1016
 JY1016                          STATION DESCRIPTION
 JY1016
 JY1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JY1016'0.8 MI W FROM MARTINSVILLE.
 JY1016'0.8 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY1016'STATION AT MARTINSVILLE, CLINTON COUNTY, 32 RAILS EAST OF
 JY1016'MILEPOST C 49, 13 RAILS WEST OF A ROAD CROSSING, 27 FEET SOUTH
 JY1016'OF THE SOUTH RAIL, AT THE NORTHEAST CORNER OF A FIELD, 8 FEET
 JY1016'NORTH OF THE CENTERLINE OF A LANE, AT A GATE, 2 FEET SOUTHWEST
 JY1016'OF A FENCE CORNER, AND ABOUT 3-1/2 FEET LOWER THAN THE TRACK.
 JY1016'A STANDARD DISK, STAMPED G 78 1935 AND SET IN THE TOP OF A
 JY1016'CONCRETE POST.
 JY1016
 JY1016                          STATION RECOVERY (1984)
 JY1016
 JY1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY1016'RECOVERED IN GOOD CONDITION, THE 1935 DESCRIPTION IS ADEQUATE EXCEPT
 JY1016'THE BALTIMORE AND OHIO RAILROAD STATION HAS BEEN RAZED, MARK CAN BEST
 JY1016'BE REACHED BY GOING 2.2 KM (1.4 MI) WEST ALONG STATE HIGHWAY 28 FROM
 JY1016'THE JUNCTION OF JONESBORO ROAD IN MARTINSVILLE, THENCE 1.0 KM (0.65
 JY1016'MI) SOUTH ALONG DOAK ROAD, THENCE 1.0 KM (0.65 MI) NORTHEAST ALONG THE
 JY1016'BALTIMORE AND OHIO RAILROAD BY WALKING TO THE MARK ON THE RIGHT.
 JY1016'NOTE--NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1486 ***********************************************************************
 HY1486  DESIGNATION -  G 79
 HY1486  PID         -  HY1486
 HY1486  STATE/COUNTY-  OH/SCIOTO
 HY1486  USGS QUAD   -  POND RUN (1984)
 HY1486
 HY1486                         *CURRENT SURVEY CONTROL
 HY1486  ___________________________________________________________________
 HY1486* NAD 83(1986)-  38 44 19.     (N)    083 11 41.     (W)     SCALED    
 HY1486* NAVD 88     -       233.627  (meters)     766.49   (feet)  ADJUSTED  
 HY1486  ___________________________________________________________________
 HY1486  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 HY1486  DYNAMIC HT  -         233.479 (meters)     766.01  (feet)  COMP
 HY1486  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 HY1486
 HY1486  VERT ORDER  -  SECOND    CLASS 0
 HY1486
 HY1486.The horizontal coordinates were scaled from a topographic map and have
 HY1486.an estimated accuracy of +/- 6 seconds.
 HY1486
 HY1486.The orthometric height was determined by differential leveling
 HY1486.and adjusted by the National Geodetic Survey in June 1991..
 HY1486
 HY1486.The geoid height was determined by GEOID03.
 HY1486
 HY1486.The dynamic height is computed by dividing the NAVD 88
 HY1486.geopotential number by the normal gravity value computed on the
 HY1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1486.degrees latitude (g = 980.6199 gals.).
 HY1486
 HY1486.The modeled gravity was interpolated from observed gravity values.
 HY1486
 HY1486;                    North         East    Units  Estimated Accuracy
 HY1486;SPC OH S     -    82,230.      539,600.      MT  (+/- 180 meters Scaled)
 HY1486
 HY1486                          SUPERSEDED SURVEY CONTROL
 HY1486
 HY1486  NGVD 29 (??/??/92)  233.819  (m)          767.12   (f) ADJ UNCH    2 0
 HY1486
 HY1486.Superseded values are not recommended for survey control.
 HY1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1486.See file dsdata.txt to determine how the superseded data were derived.
 HY1486
 HY1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC092900(NAD 83)
 HY1486_MARKER: DB = BENCH MARK DISK
 HY1486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1486_SP_SET: CULVERT
 HY1486_STAMPING: G 79 1935
 HY1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1486
 HY1486  HISTORY     - Date     Condition        Report By
 HY1486  HISTORY     - 1935     MONUMENTED       CGS
 HY1486  HISTORY     - 1948     GOOD             NGS
 HY1486
 HY1486                          STATION DESCRIPTION
 HY1486
 HY1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HY1486'6.4 MI W FROM FRIENDSHIP.
 HY1486'6.4 MILES WEST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 HY1486'FRIENDSHIP SCIOTO COUNTY, 1.2 MILES EAST OF THE GORDON C.C.C.
 HY1486'CAMP, 28 YARDS NORTH OF THE NORTH SIDE OF THE J.E. MC GAY HOUSE,
 HY1486'IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE
 HY1486'CULVERT, 18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 HY1486'WITH THE ROADWAY.  A STANDARD DISK, STAMPED G 79 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0990 ***********************************************************************
 MB0990  DESIGNATION -  G 8
 MB0990  PID         -  MB0990
 MB0990  STATE/COUNTY-  OH/ASHTABULA
 MB0990  USGS QUAD   -  CONNEAUT (1996)
 MB0990
 MB0990                         *CURRENT SURVEY CONTROL
 MB0990  ___________________________________________________________________
 MB0990* NAD 83(1986)-  41 56 12.     (N)    080 37 07.     (W)     SCALED    
 MB0990* NAVD 88     -       207.395  (meters)     680.43   (feet)  POSTED    
 MB0990  ___________________________________________________________________
 MB0990  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 MB0990  DYNAMIC HT  -         207.320 (meters)     680.18  (feet)  COMP
 MB0990  MODELED GRAV-     980,263.9   (mgal)                       NAVD 88
 MB0990
 MB0990  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MB0990
 MB0990.The horizontal coordinates were scaled from a topographic map and have
 MB0990.an estimated accuracy of +/- 6 seconds.
 MB0990
 MB0990.The orthometric height was determined by differential leveling
 MB0990.and adjusted by the National Geodetic Survey in 1992..
 MB0990.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MB0990.rate of 1.1 thru 2.0 mm/km.
 MB0990
 MB0990.The geoid height was determined by GEOID03.
 MB0990
 MB0990.The dynamic height is computed by dividing the NAVD 88
 MB0990.geopotential number by the normal gravity value computed on the
 MB0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0990.degrees latitude (g = 980.6199 gals.).
 MB0990
 MB0990.The modeled gravity was interpolated from observed gravity values.
 MB0990
 MB0990;                    North         East    Units  Estimated Accuracy
 MB0990;SPC OH N     -   253,770.      756,030.      MT  (+/- 180 meters Scaled)
 MB0990
 MB0990                          SUPERSEDED SURVEY CONTROL
 MB0990
 MB0990  NGVD 29 (??/??/92)  207.631  (m)          681.20   (f) ADJ UNCH    1 2
 MB0990
 MB0990.Superseded values are not recommended for survey control.
 MB0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0990.See file dsdata.txt to determine how the superseded data were derived.
 MB0990
 MB0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG316428(NAD 83)
 MB0990_MARKER: DB = BENCH MARK DISK
 MB0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0990_STAMPING: G 8 1934
 MB0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0990+STABILITY: SURFACE MOTION
 MB0990
 MB0990  HISTORY     - Date     Condition        Report By
 MB0990  HISTORY     - 1934     MONUMENTED       CGS
 MB0990  HISTORY     - 1981     MARK NOT FOUND   NGS
 MB0990  HISTORY     - 19900101 MARK NOT FOUND   OHDT
 MB0990  HISTORY     - 19960616 MARK NOT FOUND   USPSQD
 MB0990
 MB0990                          STATION DESCRIPTION
 MB0990
 MB0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB0990'3.2 MI W FROM CONNEAUT.
 MB0990'3.2 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MB0990'STATION AT CONNEAUT, ASHTABULA COUNTY, 450 FEET EAST OF SIGNAL
 MB0990'118.1 AND 118.3, 47 FEET SOUTHEAST OF THE CENTER OF A DIRT-ROAD
 MB0990'CROSSING, IN LINE WITH A ROW OF POLES, AND LEVEL WITH THE TOP OF
 MB0990'THE RAIL.  A STANDARD DISK, STAMPED G 8 1934 AND SET IN THE TOP
 MB0990'OF A CONCRETE POST.
 MB0990
 MB0990                          STATION RECOVERY (1981)
 MB0990
 MB0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB0990'SEARCHED FOR BUT NOT RECOVERED.
 MB0990
 MB0990                          STATION RECOVERY (1990)
 MB0990
 MB0990'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (PT)
 MB0990'MARK NOT FOUND.
 MB0990
 MB0990                          STATION RECOVERY (1996)
 MB0990
 MB0990'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1921 ***********************************************************************
 HY1921  DESIGNATION -  G 80
 HY1921  PID         -  HY1921
 HY1921  STATE/COUNTY-  OH/BROWN
 HY1921  USGS QUAD   -  DECATUR (1961)
 HY1921
 HY1921                         *CURRENT SURVEY CONTROL
 HY1921  ___________________________________________________________________
 HY1921* NAD 83(1986)-  38 48 49.     (N)    083 41 43.     (W)     SCALED    
 HY1921* NAVD 88     -       277.400  (meters)     910.10   (feet)  ADJUSTED  
 HY1921  ___________________________________________________________________
 HY1921  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HY1921  DYNAMIC HT  -         277.221 (meters)     909.52  (feet)  COMP
 HY1921  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 HY1921
 HY1921  VERT ORDER  -  SECOND    CLASS 0
 HY1921
 HY1921.The horizontal coordinates were scaled from a topographic map and have
 HY1921.an estimated accuracy of +/- 6 seconds.
 HY1921
 HY1921.The orthometric height was determined by differential leveling
 HY1921.and adjusted by the National Geodetic Survey in June 1991..
 HY1921
 HY1921.The geoid height was determined by GEOID03.
 HY1921
 HY1921.The dynamic height is computed by dividing the NAVD 88
 HY1921.geopotential number by the normal gravity value computed on the
 HY1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1921.degrees latitude (g = 980.6199 gals.).
 HY1921
 HY1921.The modeled gravity was interpolated from observed gravity values.
 HY1921
 HY1921;                    North         East    Units  Estimated Accuracy
 HY1921;SPC OH S     -    91,010.      496,190.      MT  (+/- 180 meters Scaled)
 HY1921
 HY1921                          SUPERSEDED SURVEY CONTROL
 HY1921
 HY1921  NGVD 29 (??/??/92)  277.599  (m)          910.76   (f) ADJ UNCH    2 0
 HY1921
 HY1921.Superseded values are not recommended for survey control.
 HY1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1921.See file dsdata.txt to determine how the superseded data were derived.
 HY1921
 HY1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC659995(NAD 83)
 HY1921_MARKER: DD = SURVEY DISK
 HY1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1921_STAMPING: G 80 1935
 HY1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1921+STABILITY: SURFACE MOTION
 HY1921
 HY1921  HISTORY     - Date     Condition        Report By
 HY1921  HISTORY     - 1935     MONUMENTED       OHGS
 HY1921  HISTORY     - 1935     GOOD             NGS
 HY1921
 HY1921                          STATION DESCRIPTION
 HY1921
 HY1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HY1921'9.2 MI W FROM WEST UNION.
 HY1921'IN BROWN COUNTY, 9.2 MILES WEST ALONG STATE HIGHWAY 125 FROM
 HY1921'THE POST OFFICE AT WEST UNION, ADAMS COUNTY, 0.1 MILE WEST OF THE
 HY1921'ADAMS-BROWN COUNTY LINE, 38 YARDS WEST OF A 48-INCH WALNUT TREE,
 HY1921'30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH
 HY1921'OF THE FENCE, AND LEVEL WITH THE ROAD.  A STATE SURVEY STANDARD
 HY1921'DISK, STAMPED G 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1060 ***********************************************************************
 MB1060  DESIGNATION -  G 9
 MB1060  PID         -  MB1060
 MB1060  STATE/COUNTY-  OH/LAKE
 MB1060  USGS QUAD   -  EASTLAKE (1994)
 MB1060
 MB1060                         *CURRENT SURVEY CONTROL
 MB1060  ___________________________________________________________________
 MB1060* NAD 83(1986)-  41 37 36.     (N)    081 26 52.     (W)     SCALED    
 MB1060* NAVD 88     -       198.597  (meters)     651.56   (feet)  POSTED    
 MB1060  ___________________________________________________________________
 MB1060  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB1060  DYNAMIC HT  -         198.520 (meters)     651.31  (feet)  COMP
 MB1060  MODELED GRAV-     980,243.5   (mgal)                       NAVD 88
 MB1060
 MB1060  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MB1060
 MB1060.The horizontal coordinates were scaled from a topographic map and have
 MB1060.an estimated accuracy of +/- 6 seconds.
 MB1060
 MB1060.The orthometric height was determined by differential leveling
 MB1060.and adjusted by the National Geodetic Survey in 1992..
 MB1060.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MB1060.rate of 0.0 thru 1.0 mm/km.
 MB1060
 MB1060.The geoid height was determined by GEOID03.
 MB1060
 MB1060.The dynamic height is computed by dividing the NAVD 88
 MB1060.geopotential number by the normal gravity value computed on the
 MB1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1060.degrees latitude (g = 980.6199 gals.).
 MB1060
 MB1060.The modeled gravity was interpolated from observed gravity values.
 MB1060
 MB1060;                    North         East    Units  Estimated Accuracy
 MB1060;SPC OH N     -   218,180.      687,680.      MT  (+/- 180 meters Scaled)
 MB1060
 MB1060                          SUPERSEDED SURVEY CONTROL
 MB1060
 MB1060  NGVD 29 (??/??/92)  198.819  (m)          652.29   (f) ADJ UNCH    1 2
 MB1060
 MB1060.Superseded values are not recommended for survey control.
 MB1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1060.See file dsdata.txt to determine how the superseded data were derived.
 MB1060
 MB1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG627084(NAD 83)
 MB1060_MARKER: DB = BENCH MARK DISK
 MB1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1060_STAMPING: G 9 1934
 MB1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1060+STABILITY: SURFACE MOTION
 MB1060
 MB1060  HISTORY     - Date     Condition        Report By
 MB1060  HISTORY     - 1934     MONUMENTED       CGS
 MB1060  HISTORY     - 1981     MARK NOT FOUND   NGS
 MB1060
 MB1060                          STATION DESCRIPTION
 MB1060
 MB1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1060'2.5 MI W FROM WILLOUGHBY.
 MB1060'2.5 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MB1060'STATION AT WILLOUGHBY, LAKE COUNTY, 144 YARDS EAST OF AUTOMATIC
 MB1060'BLOCK SIGNAL 1672, AT A ROAD CROSSING, 44 FEET EAST OF THE
 MB1060'CENTERLINE OF CAMPBELL ROAD, 21 FEET NORTH OF THE NORTH RAIL,
 MB1060'AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 9 1934
 MB1060'AND SET IN THE TOP OF A CONCRETE POST.
 MB1060
 MB1060                          STATION RECOVERY (1981)
 MB1060
 MB1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1060'NOT RECOVERED, AS THE RAIL MEASUREMENT IS THE ONLY EXISTING
 MB1060'MEASUREMENT AND A THIRD SET OF TRACKS HAVE BEEN ADDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2210 ***********************************************************************
 HY2210  DESIGNATION -  GA 20
 HY2210  PID         -  HY2210
 HY2210  STATE/COUNTY-  OH/GALLIA
 HY2210  USGS QUAD   -  GALLIPOLIS (1983)
 HY2210
 HY2210                         *CURRENT SURVEY CONTROL
 HY2210  ___________________________________________________________________
 HY2210* NAD 83(1995)-  38 48 12.79342(N)    082 12 34.83608(W)     ADJUSTED  
 HY2210* NAVD 88     -       174.9    (meters)     574.     (feet)  VERTCON   
 HY2210  ___________________________________________________________________
 HY2210  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HY2210  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HY2210
 HY2210  HORZ ORDER  -  SECOND
 HY2210
 HY2210.The horizontal coordinates were established by classical geodetic methods
 HY2210.and adjusted by the National Geodetic Survey in April 1998..
 HY2210
 HY2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2210
 HY2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2210
 HY2210.The geoid height was determined by GEOID03.
 HY2210
 HY2210;                    North         East     Units Scale Factor Converg.
 HY2210;SPC OH S     -    89,246.302   625,218.687   MT  0.99998694   +0 11 03.2
 HY2210;UTM  17      - 4,295,672.007   394,961.250   MT  0.99973586   -0 45 29.2
 HY2210
 HY2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2210!SPC OH S     -   0.99997784  x   0.99998694  =   0.99996478
 HY2210!UTM  17      -   0.99997784  x   0.99973586  =   0.99971371
 HY2210
 HY2210                          SUPERSEDED SURVEY CONTROL
 HY2210
 HY2210  NAD 83(1995)-  38 48 12.79817(N)    082 12 34.84269(W) AD(       ) 2
 HY2210  NAD 83(1986)-  38 48 12.80243(N)    082 12 34.84221(W) AD(       ) 2
 HY2210  NAD 27      -  38 48 12.51021(N)    082 12 35.31438(W) AD(       ) 2
 HY2210  NGVD 29 (07/19/86)  175.1    (m)          574.     (f) VERT ANG       
 HY2210
 HY2210.Superseded values are not recommended for survey control.
 HY2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2210.See file dsdata.txt to determine how the superseded data were derived.
 HY2210
 HY2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9496195672(NAD 83)
 HY2210_MARKER: DD = SURVEY DISK
 HY2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2210_MARK LOGO: USE   
 HY2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2210+STABILITY: SURFACE MOTION
 HY2210
 HY2210  HISTORY     - Date     Condition        Report By
 HY2210  HISTORY     - 1976     MONUMENTED       NGS
 HY2210
 HY2210                          STATION DESCRIPTION
 HY2210
 HY2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2210'THIS MARK WAS USED AS A REFERENCE MARK FOR STATION GALLIPOLIS
 HY2210'1976.  A SHORT TRAVERSE WAS MADE TO GALLIPOLIS 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1375 ***********************************************************************
 JY1375  DESIGNATION -  GA 74
 JY1375  PID         -  JY1375
 JY1375  STATE/COUNTY-  OH/MEIGS
 JY1375  USGS QUAD   -  POMEROY (1992)
 JY1375
 JY1375                         *CURRENT SURVEY CONTROL
 JY1375  ___________________________________________________________________
 JY1375* NAD 83(1995)-  39 01 37.68550(N)    082 01 56.00747(W)     ADJUSTED  
 JY1375* NAVD 88     -       167.1    (meters)     548.     (feet)  VERTCON   
 JY1375  ___________________________________________________________________
 JY1375  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 JY1375  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JY1375
 JY1375  HORZ ORDER  -  SECOND
 JY1375
 JY1375.The horizontal coordinates were established by classical geodetic methods
 JY1375.and adjusted by the National Geodetic Survey in April 1998..
 JY1375
 JY1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1375
 JY1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1375
 JY1375.The geoid height was determined by GEOID03.
 JY1375
 JY1375;                    North         East     Units Scale Factor Converg.
 JY1375;SPC OH S     -   114,130.531   640,504.250   MT  0.99995523   +0 17 48.5
 JY1375;SPC WV S     -   225,499.094   510,615.111   MT  1.00003381   -0 38 17.2
 JY1375;UTM  17      - 4,320,294.605   410,651.026   MT  0.99969830   -0 39 00.1
 JY1375
 JY1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1375!SPC OH S     -   0.99997913  x   0.99995523  =   0.99993436
 JY1375!SPC WV S     -   0.99997913  x   1.00003381  =   1.00001294
 JY1375!UTM  17      -   0.99997913  x   0.99969830  =   0.99967743
 JY1375
 JY1375                          SUPERSEDED SURVEY CONTROL
 JY1375
 JY1375  NAD 83(1995)-  39 01 37.68957(N)    082 01 56.01259(W) AD(       ) 2
 JY1375  NAD 83(1986)-  39 01 37.69169(N)    082 01 56.00991(W) AD(       ) 2
 JY1375  NAD 27      -  39 01 37.41062(N)    082 01 56.50431(W) AD(       ) 2
 JY1375  NGVD 29 (07/19/86)  167.3    (m)          549.     (f) VERT ANG       
 JY1375
 JY1375.Superseded values are not recommended for survey control.
 JY1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1375.See file dsdata.txt to determine how the superseded data were derived.
 JY1375
 JY1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1065120295(NAD 83)
 JY1375_MARKER: DD = SURVEY DISK
 JY1375_SETTING: 0 = UNSPECIFIED SETTING
 JY1375_STAMPING: GA 74
 JY1375_MARK LOGO: USE   
 JY1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1375
 JY1375  HISTORY     - Date     Condition        Report By
 JY1375  HISTORY     - 1976     MONUMENTED       NGS
 JY1375
 JY1375                          STATION DESCRIPTION
 JY1375
 JY1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1375'THIS MARK SERVES AS A REFERENCE MARK FOR POMEROY 1975.
 JY1375'A TRAVERSE TIE WAS MADE TO STATION POMEROY 1975 AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1380 ***********************************************************************
 JY1380  DESIGNATION -  GA 76
 JY1380  PID         -  JY1380
 JY1380  STATE/COUNTY-  OH/MEIGS
 JY1380  USGS QUAD   -  POMEROY (1992)
 JY1380
 JY1380                         *CURRENT SURVEY CONTROL
 JY1380  ___________________________________________________________________
 JY1380* NAD 83(1995)-  39 01 48.53733(N)    082 00 31.61482(W)     ADJUSTED  
 JY1380* NAVD 88     -       171.9    (meters)     564.     (feet)  VERTCON   
 JY1380  ___________________________________________________________________
 JY1380  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 JY1380  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JY1380
 JY1380  HORZ ORDER  -  SECOND
 JY1380
 JY1380.The horizontal coordinates were established by classical geodetic methods
 JY1380.and adjusted by the National Geodetic Survey in April 1998..
 JY1380
 JY1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1380
 JY1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1380
 JY1380.The geoid height was determined by GEOID03.
 JY1380
 JY1380;                    North         East     Units Scale Factor Converg.
 JY1380;SPC OH S     -   114,475.936   642,532.266   MT  0.99995491   +0 18 42.1
 JY1380;SPC WV S     -   225,811.380   512,648.654   MT  1.00003459   -0 37 25.0
 JY1380;UTM  17      - 4,320,606.368   412,683.946   MT  0.99969388   -0 38 07.1
 JY1380
 JY1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1380!SPC OH S     -   0.99997838  x   0.99995491  =   0.99993329
 JY1380!SPC WV S     -   0.99997838  x   1.00003459  =   1.00001297
 JY1380!UTM  17      -   0.99997838  x   0.99969388  =   0.99967226
 JY1380
 JY1380|---------------------------------------------------------------------|
 JY1380| PID    Reference Object                     Distance      Geod. Az  |
 JY1380|                                                           dddmmss.s |
 JY1380| JY1379 GA 76 A PT                            5.646 METERS 13410     |
 JY1380| JY1376 POMEROY GENERAL TEL RAD MAST        APPROX. 2.1 KM 2704327.5 |
 JY1380|---------------------------------------------------------------------|
 JY1380
 JY1380                          SUPERSEDED SURVEY CONTROL
 JY1380
 JY1380  NAD 83(1995)-  39 01 48.54138(N)    082 00 31.61991(W) AD(       ) 2
 JY1380  NAD 83(1986)-  39 01 48.54383(N)    082 00 31.61727(W) AD(       ) 2
 JY1380  NAD 27      -  39 01 48.26272(N)    082 00 32.11450(W) AD(       ) 2
 JY1380  NGVD 29 (07/19/86)  172.1    (m)          565.     (f) VERT ANG       
 JY1380
 JY1380.Superseded values are not recommended for survey control.
 JY1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1380.See file dsdata.txt to determine how the superseded data were derived.
 JY1380
 JY1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1268420606(NAD 83)
 JY1380_MARKER: DD = SURVEY DISK
 JY1380_SETTING: 0 = UNSPECIFIED SETTING
 JY1380_STAMPING: GA 76
 JY1380_MARK LOGO: USE   
 JY1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1380
 JY1380  HISTORY     - Date     Condition        Report By
 JY1380  HISTORY     - 1976     MONUMENTED       NGS
 JY1380
 JY1380                          STATION DESCRIPTION
 JY1380
 JY1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1380'THIS MARK SERVES AS THE AZIMUTH MARK FOR
 JY1380'POMEROY 1975.  A TRAVERSE TIE USING EDM EQUIPMENT
 JY1380'WAS MADE FROM POMEROY 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1281 ***********************************************************************
 MB1281  DESIGNATION -  GAGE
 MB1281  PID         -  MB1281
 MB1281  STATE/COUNTY-  OH/CUYAHOGA
 MB1281  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1281
 MB1281                         *CURRENT SURVEY CONTROL
 MB1281  ___________________________________________________________________
 MB1281* NAD 83(1986)-  41 30 03.     (N)    081 42 37.     (W)     SCALED    
 MB1281* NAVD 88     -       175.552  (meters)     575.96   (feet)  ADJUSTED  
 MB1281  ___________________________________________________________________
 MB1281  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB1281  DYNAMIC HT  -         175.484 (meters)     575.73  (feet)  COMP
 MB1281  MODELED GRAV-     980,229.4   (mgal)                       NAVD 88
 MB1281
 MB1281  VERT ORDER  -  SECOND    CLASS 0
 MB1281
 MB1281.The horizontal coordinates were scaled from a topographic map and have
 MB1281.an estimated accuracy of +/- 6 seconds.
 MB1281
 MB1281.The orthometric height was determined by differential leveling
 MB1281.and adjusted by the National Geodetic Survey in June 1991..
 MB1281
 MB1281.The geoid height was determined by GEOID03.
 MB1281
 MB1281.The dynamic height is computed by dividing the NAVD 88
 MB1281.geopotential number by the normal gravity value computed on the
 MB1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1281.degrees latitude (g = 980.6199 gals.).
 MB1281
 MB1281.The modeled gravity was interpolated from observed gravity values.
 MB1281
 MB1281;                    North         East    Units  Estimated Accuracy
 MB1281;SPC OH N     -   203,980.      665,940.      MT  (+/- 180 meters Scaled)
 MB1281
 MB1281                          SUPERSEDED SURVEY CONTROL
 MB1281
 MB1281  NGVD 29 (??/??/92)  175.763  (m)          576.65   (f) ADJ UNCH    2 0
 MB1281
 MB1281.Superseded values are not recommended for survey control.
 MB1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1281.See file dsdata.txt to determine how the superseded data were derived.
 MB1281
 MB1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF407946(NAD 83)
 MB1281_MARKER: DD = SURVEY DISK
 MB1281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1281_SP_SET: PIER
 MB1281_MARK LOGO: USE   
 MB1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1281
 MB1281  HISTORY     - Date     Condition        Report By
 MB1281  HISTORY     - UNK      MONUMENTED       DOD
 MB1281  HISTORY     - 1938     POOR             NGS
 MB1281  HISTORY     - 1980     MARK NOT FOUND   NGS
 MB1281  HISTORY     - 1988     POOR             USPSQD
 MB1281
 MB1281                          STATION DESCRIPTION
 MB1281
 MB1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MB1281'AT CLEVELAND.
 MB1281'AT CLEVELAND, CUYAHOGA COUNTY, 450 YARDS NORTH OF THE OLD NEW
 MB1281'YORK CENTRAL RAILROAD SWING BRIDGE OVER CUYAHOGA RIVER, ON THE
 MB1281'WEST SIDE OF THE RIVER, NORTH OF THE U.S. COAST GUARD BOAT SLIDE,
 MB1281'AND ON THE EXTREME SOUTHEAST CORNER OF THE CONCRETE PIER.  A
 MB1281'CHISELED SQUARE.
 MB1281
 MB1281                          STATION RECOVERY (1980)
 MB1281
 MB1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MB1281'SEARCHED FOR AND NOT RECOVERED.
 MB1281
 MB1281                          STATION RECOVERY (1988)
 MB1281
 MB1281'RECOVERY NOTE BY US POWER SQUADRON 1988 (GHB)
 MB1281'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2074 ***********************************************************************
 MB2074  DESIGNATION -  GAGEVILLE ATT MICROWAVE KQD 75
 MB2074  PID         -  MB2074
 MB2074  STATE/COUNTY-  OH/ASHTABULA
 MB2074  USGS QUAD   -  GAGEVILLE (1994)
 MB2074
 MB2074                         *CURRENT SURVEY CONTROL
 MB2074  ___________________________________________________________________
 MB2074* NAD 83(1995)-  41 51 14.50529(N)    080 41 20.71353(W)     ADJUSTED  
 MB2074* NAVD 88     -                                                        
 MB2074  ___________________________________________________________________
 MB2074  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 MB2074  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 MB2074
 MB2074  HORZ ORDER  -  THIRD
 MB2074
 MB2074.The horizontal coordinates were established by classical geodetic methods
 MB2074.and adjusted by the National Geodetic Survey in April 1998..
 MB2074
 MB2074
 MB2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2074
 MB2074.The geoid height was determined by GEOID03.
 MB2074
 MB2074;                    North         East     Units Scale Factor Converg.
 MB2074;SPC OH N     -   244,469.608   750,372.127   MT  1.00003334   +1 11 22.8
 MB2074;SPC PA N     -   191,532.518   355,988.974   MT  0.99998583   -1 56 39.6
 MB2074;SPC PA N     -   628,386.27  1,167,940.49   sFT  0.99998583   -1 56 39.6
 MB2074;UTM  17      - 4,633,616.188   525,807.845   MT  0.99960820   +0 12 26.8
 MB2074
 MB2074                          SUPERSEDED SURVEY CONTROL
 MB2074
 MB2074  NAD 83(1986)-  41 51 14.50848(N)    080 41 20.71355(W) AD(       ) 4
 MB2074  NAD 27      -  41 51 14.33000(N)    080 41 21.38100(W) AD(       ) 3
 MB2074
 MB2074.Superseded values are not recommended for survey control.
 MB2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2074.See file dsdata.txt to determine how the superseded data were derived.
 MB2074
 MB2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG2580833616(NAD 83)
 MB2074_MARKER: 22 = AIRWAY BEACON
 MB2074_SETTING: 0 = UNSPECIFIED SETTING
 MB2074
 MB2074  HISTORY     - Date     Condition        Report By
 MB2074  HISTORY     - 1961     FIRST OBSERVED   CGS
 MB2074  HISTORY     - 19931008 GOOD             OHDT
 MB2074  HISTORY     - 19960811 MARK NOT FOUND   USPSQD
 MB2074
 MB2074                          STATION DESCRIPTION
 MB2074
 MB2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB2074'THE AIRCRAFT WARNING LIGHT ON THE TOP OF THE MAST, LOCATED ABOUT
 MB2074'3.0 MILES SOUTH OF
 MB2074'KINGSVILLE, 1-1/2 MILES WEST-NORTHWEST OF GAGEVILLE, 6.0 MILES
 MB2074'SOUTHWEST OF CONNEAUT AND 5.0 MILES
 MB2074'EAST-SOUTHEAST OF ASHTABULA.  THE MAST IS CONSTRUCTED ON 4
 MB2074'LACED STRUCTURAL STEEL COLUMNS WITH
 MB2074'TRANSVERSE SUPPORTS, STEEL GRATING BALCONY WITH GUARD
 MB2074'RAIL, STEEL ASSESS LADDER WITH SAFETY RAILING TO
 MB2074'GROUND LEVEL.  THE MAST IS PAINTED RED AND
 MB2074'WHITE SECTIONS.  OVERALL HEIGHT IS 180.0 FEET.
 MB2074
 MB2074                          STATION RECOVERY (1993)
 MB2074
 MB2074'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2074'RECOVERED IN GOOD CONDITION.
 MB2074
 MB2074                          STATION RECOVERY (1996)
 MB2074
 MB2074'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1659 ***********************************************************************
 KY1659  DESIGNATION -  GAGING STATION
 KY1659  PID         -  KY1659
 KY1659  STATE/COUNTY-  OH/STARK
 KY1659  USGS QUAD   -  MASSILLON (1994)
 KY1659
 KY1659                         *CURRENT SURVEY CONTROL
 KY1659  ___________________________________________________________________
 KY1659* NAD 83(1986)-  40 50 41.     (N)    081 31 56.     (W)     SCALED    
 KY1659* NAVD 88     -       287.025  (meters)     941.68   (feet)  ADJUSTED  
 KY1659  ___________________________________________________________________
 KY1659  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KY1659  DYNAMIC HT  -         286.896 (meters)     941.26  (feet)  COMP
 KY1659  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 KY1659
 KY1659  VERT ORDER  -  FIRST     CLASS I
 KY1659
 KY1659.The horizontal coordinates were scaled from a topographic map and have
 KY1659.an estimated accuracy of +/- 6 seconds.
 KY1659
 KY1659.The orthometric height was determined by differential leveling
 KY1659.and adjusted by the National Geodetic Survey in June 1991..
 KY1659
 KY1659.The geoid height was determined by GEOID03.
 KY1659
 KY1659.The dynamic height is computed by dividing the NAVD 88
 KY1659.geopotential number by the normal gravity value computed on the
 KY1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1659.degrees latitude (g = 980.6199 gals.).
 KY1659
 KY1659.The modeled gravity was interpolated from observed gravity values.
 KY1659
 KY1659;                    North         East    Units  Estimated Accuracy
 KY1659;SPC OH N     -   131,270.      681,610.      MT  (+/- 180 meters Scaled)
 KY1659
 KY1659                          SUPERSEDED SURVEY CONTROL
 KY1659
 KY1659  NGVD 29 (??/??/92)  287.218  (m)          942.31   (f) ADJ UNCH    1 1
 KY1659
 KY1659.Superseded values are not recommended for survey control.
 KY1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1659.See file dsdata.txt to determine how the superseded data were derived.
 KY1659
 KY1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF551216(NAD 83)
 KY1659_MARKER: DD = SURVEY DISK
 KY1659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1659_SP_SET: ABUTMENT
 KY1659_STAMPING: 942.40
 KY1659_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1659
 KY1659  HISTORY     - Date     Condition        Report By
 KY1659  HISTORY     - 1967     MONUMENTED       USGS
 KY1659  HISTORY     - 1967     GOOD             NGS
 KY1659  HISTORY     - 19930415 GOOD             OHDT
 KY1659
 KY1659                          STATION DESCRIPTION
 KY1659
 KY1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1659'3.8 MI N FROM MASSILLON.
 KY1659'ABOUT 3.8 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1659'FROM THE U.S. HIGHWAY 30 OVERPASS AT MASSILLON, AT CRYSTAL SPRINGS,
 KY1659'NEAR MILEPOLE 99-32, 81 1/2 FEET NORTHEAST OF THE CENTER OF THE
 KY1659'CROSSING OF A BLACK TOPPED ROAD AND THE NORTHEAST ONE OF TWO
 KY1659'TRACKS, SET ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 KY1659'ABUTMENT FOR A STEEL BRIDGE UNDER THE ROAD AND OVER THE TUSCARAWAS
 KY1659'RIVER, IN SECTION 30, R 9 W, T 11 N, 15 FEET SOUTHEAST OF THE
 KY1659'CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE TRACK.
 KY1659
 KY1659                          STATION RECOVERY (1993)
 KY1659
 KY1659'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (PM)
 KY1659'--------REPORT BY ODOT-------- YEAR 1993----------CONDITION - GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0093 ***********************************************************************
 JY0093  DESIGNATION -  GAGING STATION
 JY0093  PID         -  JY0093
 JY0093  STATE/COUNTY-  OH/HOCKING
 JY0093  USGS QUAD   -  LOGAN (1992)
 JY0093
 JY0093                         *CURRENT SURVEY CONTROL
 JY0093  ___________________________________________________________________
 JY0093* NAD 83(1986)-  39 33 54.     (N)    082 28 30.     (W)     SCALED    
 JY0093* NAVD 88     -       227.006  (meters)     744.77   (feet)  ADJUSTED  
 JY0093  ___________________________________________________________________
 JY0093  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY0093  DYNAMIC HT  -         226.871 (meters)     744.33  (feet)  COMP
 JY0093  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 JY0093
 JY0093  VERT ORDER  -  SECOND    CLASS 0
 JY0093
 JY0093.The horizontal coordinates were scaled from a topographic map and have
 JY0093.an estimated accuracy of +/- 6 seconds.
 JY0093
 JY0093.The orthometric height was determined by differential leveling
 JY0093.and adjusted by the National Geodetic Survey in June 1991..
 JY0093
 JY0093.The geoid height was determined by GEOID03.
 JY0093
 JY0093.The dynamic height is computed by dividing the NAVD 88
 JY0093.geopotential number by the normal gravity value computed on the
 JY0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0093.degrees latitude (g = 980.6199 gals.).
 JY0093
 JY0093.The modeled gravity was interpolated from observed gravity values.
 JY0093
 JY0093;                    North         East    Units  Estimated Accuracy
 JY0093;SPC OH S     -   173,740.      602,150.      MT  (+/- 180 meters Scaled)
 JY0093
 JY0093                          SUPERSEDED SURVEY CONTROL
 JY0093
 JY0093  NGVD 29 (??/??/92)  227.130  (m)          745.18   (f) ADJ UNCH    2 0
 JY0093
 JY0093.Superseded values are not recommended for survey control.
 JY0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0093.See file dsdata.txt to determine how the superseded data were derived.
 JY0093
 JY0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD732805(NAD 83)
 JY0093_MARKER: DD = SURVEY DISK
 JY0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0093_SP_SET: BRIDGE
 JY0093_STAMPING: GAGING STATION
 JY0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0093
 JY0093  HISTORY     - Date     Condition        Report By
 JY0093  HISTORY     - UNK      MONUMENTED       USGS
 JY0093  HISTORY     - 1936     GOOD             NGS
 JY0093  HISTORY     - 20050617 MARK NOT FOUND   GEOCAC
 JY0093
 JY0093                          STATION DESCRIPTION
 JY0093
 JY0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JY0093'AT ENTERPRISE.
 JY0093'AT ENTERPRISE, HOCKING COUNTY, ON OLD STATE HIGHWAY 31, 190 YARDS
 JY0093'EAST OF THE NORTHEAST CORNER OF THE CHESAPEAKE AND OHIO RAILWAY
 JY0093'STATION, 21 FEET EAST OF A HACKBERRY TREE, AT THE WEST END OF THE
 JY0093'BRIDGE OVER HOCKING RIVER, IN THE TOP OF THE NORTHWEST WING WALL,
 JY0093'12 FEET EAST OF THE WEST END, 10 FEET SOUTH OF THE GAGING-STATION
 JY0093'HOUSE, 8 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 JY0093'WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JY0093'DISK, STAMPED GAGING STATION.
 JY0093
 JY0093                          STATION RECOVERY (2005)
 JY0093
 JY0093'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JY0093'THE BRIDGE OVER THE HOCKING RIVER HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0783 ***********************************************************************
 HY0783  DESIGNATION -  GAGING STATION
 HY0783  PID         -  HY0783
 HY0783  STATE/COUNTY-  OH/LAWRENCE
 HY0783  USGS QUAD   -  HUNTINGTON (1985)
 HY0783
 HY0783                         *CURRENT SURVEY CONTROL
 HY0783  ___________________________________________________________________
 HY0783* NAD 83(1986)-  38 25 54.     (N)    082 25 04.     (W)     SCALED    
 HY0783* NAVD 88     -       162.413  (meters)     532.85   (feet)  ADJUSTED  
 HY0783  ___________________________________________________________________
 HY0783  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HY0783  DYNAMIC HT  -         162.303 (meters)     532.49  (feet)  COMP
 HY0783  MODELED GRAV-     979,953.4   (mgal)                       NAVD 88
 HY0783
 HY0783  VERT ORDER  -  SECOND    CLASS 0
 HY0783
 HY0783.The horizontal coordinates were scaled from a topographic map and have
 HY0783.an estimated accuracy of +/- 6 seconds.
 HY0783
 HY0783.The orthometric height was determined by differential leveling
 HY0783.and adjusted by the National Geodetic Survey in June 1991..
 HY0783
 HY0783.The geoid height was determined by GEOID03.
 HY0783
 HY0783.The dynamic height is computed by dividing the NAVD 88
 HY0783.geopotential number by the normal gravity value computed on the
 HY0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0783.degrees latitude (g = 980.6199 gals.).
 HY0783
 HY0783.The modeled gravity was interpolated from observed gravity values.
 HY0783
 HY0783;                    North         East    Units  Estimated Accuracy
 HY0783;SPC OH S     -    47,930.      607,180.      MT  (+/- 180 meters Scaled)
 HY0783
 HY0783                          SUPERSEDED SURVEY CONTROL
 HY0783
 HY0783  NGVD 29 (??/??/92)  162.59   (m)          533.4    (f) COMPUTED    2 0
 HY0783
 HY0783.Superseded values are not recommended for survey control.
 HY0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0783.See file dsdata.txt to determine how the superseded data were derived.
 HY0783
 HY0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC762546(NAD 83)
 HY0783_MARKER: DD = SURVEY DISK
 HY0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0783_SP_SET: DRIVEWAY
 HY0783_MARK LOGO: USGS  
 HY0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0783
 HY0783  HISTORY     - Date     Condition        Report By
 HY0783  HISTORY     - UNK      MONUMENTED       USGS
 HY0783  HISTORY     - 1958     GOOD             CGS
 HY0783  HISTORY     - 20040602 MARK NOT FOUND   USPSQD
 HY0783
 HY0783                          STATION DESCRIPTION
 HY0783
 HY0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0783'2.8 MI W FROM CHESAPEAKE.
 HY0783'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE POST OFFICE
 HY0783'AT CHESAPEAKE, THENCE 0.2 MILE SOUTH ALONG A DRIVE TO THE
 HY0783'LOCK AND DAM NUMBER 28, ABOUT 100 YARDS SOUTHEAST OF THE LOCK
 HY0783'HOUSE, AT THE NORTH CORNER OF THE IRON PLATES AT THE NORTHEAST
 HY0783'CORNER OF THE LOCK, IN THE TOP OF THE END OF THE CONCRETE
 HY0783'DRIVEWAY FROM THE TOP OF THE BANK TO THE LOCK, 11 FEET SOUTHEAST
 HY0783'OF THE SLOPE OF RIPRAP, A USGS DISK.
 HY0783
 HY0783                          STATION RECOVERY (2004)
 HY0783
 HY0783'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 HY0783'PER OHIO RIVER TERMINAL CO. EMPLOYEE ACROSS THE RIVER FROM THIS
 HY0783'LOCATION--THIS LOCATION IS NOW ON PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0966 ***********************************************************************
 JZ0966  DESIGNATION -  GAGING STATION RM 1
 JZ0966  PID         -  JZ0966
 JZ0966  STATE/COUNTY-  OH/HAMILTON
 JZ0966  USGS QUAD   -  SHANDON (1981)
 JZ0966
 JZ0966                         *CURRENT SURVEY CONTROL
 JZ0966  ___________________________________________________________________
 JZ0966* NAD 83(1986)-  39 18 10.     (N)    084 38 32.     (W)     SCALED    
 JZ0966* NAVD 88     -       168.561  (meters)     553.02   (feet)  ADJUSTED  
 JZ0966  ___________________________________________________________________
 JZ0966  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JZ0966  DYNAMIC HT  -         168.462 (meters)     552.70  (feet)  COMP
 JZ0966  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 JZ0966
 JZ0966  VERT ORDER  -  SECOND    CLASS 0
 JZ0966
 JZ0966.The horizontal coordinates were scaled from a topographic map and have
 JZ0966.an estimated accuracy of +/- 6 seconds.
 JZ0966
 JZ0966.The orthometric height was determined by differential leveling
 JZ0966.and adjusted by the National Geodetic Survey in June 1991..
 JZ0966
 JZ0966.The geoid height was determined by GEOID03.
 JZ0966
 JZ0966.The dynamic height is computed by dividing the NAVD 88
 JZ0966.geopotential number by the normal gravity value computed on the
 JZ0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0966.degrees latitude (g = 980.6199 gals.).
 JZ0966
 JZ0966.The modeled gravity was interpolated from observed gravity values.
 JZ0966
 JZ0966;                    North         East    Units  Estimated Accuracy
 JZ0966;SPC OH S     -   146,820.      415,250.      MT  (+/- 180 meters Scaled)
 JZ0966
 JZ0966                          SUPERSEDED SURVEY CONTROL
 JZ0966
 JZ0966  NGVD 29 (??/??/92)  168.744  (m)          553.62   (f) ADJ UNCH    2 0
 JZ0966
 JZ0966.Superseded values are not recommended for survey control.
 JZ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0966.See file dsdata.txt to determine how the superseded data were derived.
 JZ0966
 JZ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ033530(NAD 83)
 JZ0966_MARKER: DD = SURVEY DISK
 JZ0966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0966_SP_SET: BRIDGE
 JZ0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0966
 JZ0966  HISTORY     - Date     Condition        Report By
 JZ0966  HISTORY     - UNK      MONUMENTED       USGS
 JZ0966  HISTORY     - 1947     GOOD             NGS
 JZ0966  HISTORY     - 20021002 POOR             BUTCOE
 JZ0966
 JZ0966                          STATION DESCRIPTION
 JZ0966
 JZ0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0966'0.8 MI SE FROM VENICE.
 JZ0966'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 126 AND U.S. HIGHWAY
 JZ0966'50 BY-PASS FROM THE MAIN CROSS ROAD AT VENICE, AT THE
 JZ0966'HAMILTON-BUTLER COUNTY LINE, SET IN THE TOP OF THE EAST END OF
 JZ0966'THE EAST STONE WING WALL OF A LARGE STEEL BRIDGE OVER GREAT MIAMI
 JZ0966'RIVER, 23 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.2
 JZ0966'FEET WEST OF THE EAST END OF THE WING WALL AND ABOUT 1 FOOT ABOVE
 JZ0966'THE HIGHWAY.
 JZ0966
 JZ0966                          STATION RECOVERY (2002)
 JZ0966
 JZ0966'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ0966'OLD BRIDGE REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1408 ***********************************************************************
 MC1408  DESIGNATION -  GAIL
 MC1408  PID         -  MC1408
 MC1408  STATE/COUNTY-  OH/HENRY
 MC1408  USGS QUAD   -  MC CLURE (1971)
 MC1408
 MC1408                         *CURRENT SURVEY CONTROL
 MC1408  ___________________________________________________________________
 MC1408* NAD 83(1995)-  41 20 58.90964(N)    083 54 53.23729(W)     ADJUSTED  
 MC1408* NAVD 88     -       206.84   (+/-2cm)     678.6    (feet)  VERTCON   
 MC1408  ___________________________________________________________________
 MC1408  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 MC1408  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1408
 MC1408  HORZ ORDER  -  SECOND
 MC1408  VERT ORDER  -  THIRD ? (See Below)
 MC1408
 MC1408.The horizontal coordinates were established by classical geodetic methods
 MC1408.and adjusted by the National Geodetic Survey in April 1998..
 MC1408
 MC1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1408.The vertical order pertains to the NGVD 29 superseded value.
 MC1408
 MC1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1408
 MC1408.The geoid height was determined by GEOID03.
 MC1408
 MC1408;                    North         East     Units Scale Factor Converg.
 MC1408;SPC OH N     -   187,855.552   481,608.856   MT  0.99995122   -0 55 46.0
 MC1408;UTM  17      - 4,581,677.659   256,148.507   MT  1.00033187   -1 55 35.8
 MC1408
 MC1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1408!SPC OH N     -   0.99997312  x   0.99995122  =   0.99992434
 MC1408!UTM  17      -   0.99997312  x   1.00033187  =   1.00030498
 MC1408
 MC1408                          SUPERSEDED SURVEY CONTROL
 MC1408
 MC1408  NAD 83(1995)-  41 20 58.91751(N)    083 54 53.24201(W) AD(       ) 2
 MC1408  NAD 83(1986)-  41 20 58.91934(N)    083 54 53.24781(W) AD(       ) 2
 MC1408  NAD 27      -  41 20 58.73000(N)    083 54 53.46200(W) AD(       ) 2
 MC1408  NGVD 29 (07/19/86)  207.03   (m)          679.2    (f) LEVELING    3  
 MC1408
 MC1408.Superseded values are not recommended for survey control.
 MC1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1408.See file dsdata.txt to determine how the superseded data were derived.
 MC1408
 MC1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5614981678(NAD 83)
 MC1408_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1408_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1408_STAMPING: GAIL 1947
 MC1408_MARK LOGO: CGS   
 MC1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1408+STABILITY: SURFACE MOTION
 MC1408
 MC1408  HISTORY     - Date     Condition        Report By
 MC1408  HISTORY     - 1947     MONUMENTED       CGS
 MC1408  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MC1408
 MC1408                          STATION DESCRIPTION
 MC1408
 MC1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1408'THE STATION IS LOCATED 1-1/2 MILES SOUTH AND 1-1/2 MILES EAST OF
 MC1408'MCCLURE IN SEC. 35,
 MC1408'DAMASCUS TOWNSHIP, ON THE GAIL C. MCCLURE FARM.  IT IS ON
 MC1408'THE NORTH PROPERTY LINE WHICH
 MC1408'IS ALSO THE EW 1/2 SECTION LAND SUBDIVISION
 MC1408'LINE.  IT IS 11.9 M. EAST OF THE NS FENCE LINE
 MC1408'EXTENDED WHICH DIVIDES THE
 MC1408'GAIL C. MCCLURE FARM IN HALF.
 MC1408'
 MC1408'STATION IS ON EW FENCE LINE.
 MC1408'
 MC1408'A STANDARD DISK STAMPED GAIL 1947 SET IN THE TOP OF A 12- BY 12-INCH
 MC1408'CONCRETE POST.
 MC1408'THE TOP OF THE POST IS FLUSH WITH THE GROUND SURFACE.
 MC1408
 MC1408                          STATION RECOVERY (1963)
 MC1408
 MC1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1408'DESTROYED.  STATION WAS DESTROYED AT THE REQUEST OF LANDOWNER.  NEW
 MC1408'STATION GAIL 2 WAS
 MC1408'PLACED 658.440 FEET NORTH OF OLD STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1407 ***********************************************************************
 MC1407  DESIGNATION -  GAIL 2
 MC1407  PID         -  MC1407
 MC1407  STATE/COUNTY-  OH/HENRY
 MC1407  USGS QUAD   -  MC CLURE (1971)
 MC1407
 MC1407                         *CURRENT SURVEY CONTROL
 MC1407  ___________________________________________________________________
 MC1407* NAD 83(1995)-  41 21 05.40840(N)    083 54 53.62004(W)     ADJUSTED  
 MC1407* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 MC1407  ___________________________________________________________________
 MC1407  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 MC1407  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1407
 MC1407  HORZ ORDER  -  SECOND
 MC1407
 MC1407.The horizontal coordinates were established by classical geodetic methods
 MC1407.and adjusted by the National Geodetic Survey in April 1998..
 MC1407
 MC1407.The orthometric height was scaled from a topographic map.
 MC1407
 MC1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1407
 MC1407.The geoid height was determined by GEOID03.
 MC1407
 MC1407;                    North         East     Units Scale Factor Converg.
 MC1407;SPC OH N     -   188,056.148   481,603.212   MT  0.99995138   -0 55 46.3
 MC1407;UTM  17      - 4,581,878.400   256,146.354   MT  1.00033188   -1 55 36.3
 MC1407
 MC1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1407!SPC OH N     -   0.99997312  x   0.99995138  =   0.99992450
 MC1407!UTM  17      -   0.99997312  x   1.00033188  =   1.00030499
 MC1407
 MC1407                          SUPERSEDED SURVEY CONTROL
 MC1407
 MC1407  NAD 83(1995)-  41 21 05.41626(N)    083 54 53.62474(W) AD(       ) 2
 MC1407  NAD 83(1986)-  41 21 05.41806(N)    083 54 53.63054(W) AD(       ) 2
 MC1407  NAD 27      -  41 21 05.22900(N)    083 54 53.84500(W) AD(       ) 2
 MC1407
 MC1407.Superseded values are not recommended for survey control.
 MC1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1407.See file dsdata.txt to determine how the superseded data were derived.
 MC1407
 MC1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5614681878(NAD 83)
 MC1407_MARKER: Z = SEE DESCRIPTION
 MC1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1407_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1407_STAMPING: GAIL 2 1963
 MC1407_MARK LOGO: CGS   
 MC1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1407
 MC1407  HISTORY     - Date     Condition        Report By
 MC1407  HISTORY     - 1963     MONUMENTED       CGS
 MC1407  HISTORY     - 1965     GOOD             USE
 MC1407
 MC1407                          STATION DESCRIPTION
 MC1407
 MC1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1407'STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF MCCURDY.  TO REACH
 MC1407'THE STATION FROM
 MC1407'THE INTERSECTION OF U.S. HIGHWAY 6, STATE HIGHWAY 65 AND THE
 MC1407'RAILROAD CROSSING IN MCCLURE,
 MC1407'GO SOUTH ON STATE HIGHWAY 65 FOR 2.0 MILES
 MC1407'TO A CROSSROADS, TURN LEFT AND GO EAST FOR 1.4
 MC1407'MILES TO A FARM DRIVEWAY,
 MC1407'TURN LEFT (NORTH) ON THE DRIVEWAY PAST A FARM HOUSE TO A BARN,
 MC1407'CONTINUE NORTH ON A
 MC1407'FIELD ROAD FOR 0.55 MILE TO THE STATION.  THE STATION IS 3.6 FEET
 MC1407'SOUTH OF A FENCE CORNER POST,
 MC1407'IN LINE WITH A NORTH-SOUTH FENCE, AND IN LINE
 MC1407'WITH THE EDGE OF AN EAST-WEST CULTIVATED LINE.
 MC1407'A STANDARD TRAVERSE DISK
 MC1407'STAMPED GAIL 2 1963 IS SET IN TOP OF A 10 INCH ROUND CONCRETE
 MC1407'MONUMENT THAT PROJECTS 3
 MC1407'INCHES.
 MC1407
 MC1407                          STATION RECOVERY (1965)
 MC1407
 MC1407'RECOVERY NOTE BY US ENGINEERS 1965 (GAL)
 MC1407'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MC CLURE, TRAVEL S 1 MI
 MC1407'ON HWY 65 TO CO. ROAD N.E 1.5 MI. TO ROAD TO DAVID SNYDER FARM.
 MC1407'S 0.2 MI. TO HOUSE, AND WALK S 230 M ALONG FENCE LINE AT W END OF
 MC1407'HOUSE.
 MC1407'
 MC1407'THE STA. IS LOCATED IN A 25 CM DIA. CONC. MONUMENT 1.5 M OF CORNER
 MC1407'POST OF FENCE AND 300 M W OF WOODS AT E END OF FENCE LINE.  THE STA.
 MC1407'IS FLUSH WITH THE GROUND.
 MC1407'
 MC1407'THE STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MC1407'GAIL 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6085 ***********************************************************************
 AB6085  CBN         -  This is a Cooperative Base Network Control Station.
 AB6085  DESIGNATION -  GAL GAR
 AB6085  PID         -  AB6085
 AB6085  STATE/COUNTY-  OH/GALLIA
 AB6085  USGS QUAD   -  RODNEY (1983)
 AB6085
 AB6085                         *CURRENT SURVEY CONTROL
 AB6085  ___________________________________________________________________
 AB6085* NAD 83(1995)-  38 50 35.84820(N)    082 16 32.12384(W)     ADJUSTED  
 AB6085* NAVD 88     -       202.3    (meters)     664.     (feet)  GPS OBS   
 AB6085  ___________________________________________________________________
 AB6085  X           -     668,599.411 (meters)                     COMP
 AB6085  Y           -  -4,929,250.839 (meters)                     COMP
 AB6085  Z           -   3,978,887.859 (meters)                     COMP
 AB6085  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AB6085  ELLIP HEIGHT-         168.53  (meters)          (09/23/04) GPS OBS
 AB6085  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 AB6085
 AB6085  HORZ ORDER  -  B
 AB6085  ELLP ORDER  -  FOURTH    CLASS I
 AB6085
 AB6085.This is a reference station for the GALLIPOLIS
 AB6085.National Continuously Operating Reference Station (GALP).
 AB6085
 AB6085.The horizontal coordinates were established by GPS observations
 AB6085.and adjusted by the National Geodetic Survey in August 1996..
 AB6085
 AB6085.The orthometric height was determined by GPS observations and a
 AB6085.high-resolution geoid model.
 AB6085
 AB6085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6085
 AB6085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6085
 AB6085.The ellipsoidal height was determined by GPS observations
 AB6085.and is referenced to NAD 83.
 AB6085
 AB6085.The geoid height was determined by GEOID03.
 AB6085
 AB6085;                    North         East     Units Scale Factor Converg.
 AB6085;SPC OH S     -    93,641.234   619,482.238   MT  0.99998020   +0 08 32.6
 AB6085;UTM  17      - 4,300,159.617   389,299.224   MT  0.99975090   -0 48 00.4
 AB6085
 AB6085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6085!SPC OH S     -   0.99997356  x   0.99998020  =   0.99995376
 AB6085!UTM  17      -   0.99997356  x   0.99975090  =   0.99972447
 AB6085
 AB6085                          SUPERSEDED SURVEY CONTROL
 AB6085
 AB6085  ELLIP H (08/20/96)  168.56   (m)                       GP(       ) 4 2
 AB6085
 AB6085.Superseded values are not recommended for survey control.
 AB6085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6085.See file dsdata.txt to determine how the superseded data were derived.
 AB6085
 AB6085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD8929900160(NAD 83)
 AB6085_MARKER: I = METAL ROD
 AB6085_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6085_STAMPING: GAL GAR 1995
 AB6085_MARK LOGO: OHDT  
 AB6085_PROJECTION: FLUSH
 AB6085_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6085+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AB6085_ROD/PIPE-DEPTH: 4.9  meters
 AB6085_SLEEVE-DEPTH  : 0.91 meters
 AB6085
 AB6085  HISTORY     - Date     Condition        Report By
 AB6085  HISTORY     - 1995     MONUMENTED       OHDT
 AB6085  HISTORY     - 2003     GOOD             OHDT
 AB6085
 AB6085                          STATION DESCRIPTION
 AB6085
 AB6085'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CWP)
 AB6085'THE ROD MARK IS LOCATED AT A 59.930 ACRE TRACT OF LAND OWNED BY THE
 AB6085'STATE OF OHIO FOR A PROPOSED ODOT GALLIA COUNTY GARAGE.  LAND IS
 AB6085'LOCATED APPROXIMATELY 6.4 KM (3.95 MI) WEST ALONG COUNTY ROAD 35 FROM
 AB6085'JUNCTION OF STATE ROUTE 160 AND APPROXIMATELY 3.2 KM (2.00 MI) EAST
 AB6085'ALONG COUNTY ROAD 35 FROM JUNCTION OF STATE ROUTE 850.  TO REACH THE
 AB6085'STATION FROM US HIGHWAY 35, TAKE EXIT STATE ROUTE 850 SOUTH TO GALLIA
 AB6085'COUNTY ROAD 35, GO EAST ON COUNTY ROAD 35 APPROXIMATELY 3.2 KM (2.00
 AB6085'MI) TO GALLIA COUNTY GARAGE SITE ON RIGHT.  PROCEED THROUGH GATE TO
 AB6085'TOP OF HILL, BEAR TO THE LEFT ON THE PAVED DRIVE AND GO THROUGH THE
 AB6085'FIELD TO A SMALL KNOLL AT THE EAST END OF THE FIELD.  THE MARK IS
 AB6085'LOCATED ON THIS KNOLL WITH A WITNESS POST SET 0.46 M (1.51 FT) SOUTH
 AB6085'OF THE MARK.  CONTINUE ON TO THE WOODEN FENCE FOR WITNESS PINS, THERE
 AB6085'ARE IRON PINS SET AT EACH END OF THE FENCE.  THE BEARING ON THE
 AB6085'PROPERTY LINE BETWEEN THE IRON PINS IS S 11 19 56 W, 69.18 M.  (226.97
 AB6085'FT) THE MARK IS LOCATED S 41 31 27W, 142.25 M (466.70 FT) FROM THE
 AB6085'NORTH IRON PIN.  THE MARK IS LOCATED S 80 48 09 W, 76.40 M (250.66 FT)
 AB6085'FROM THE SOUTH IRON PIN.  THE MARK IS STAINLESS STEEL ROD CLASS B
 AB6085'MONUMENT FLUSH WITH THE GROUND AND DRIVEN TO A DEPTH OF 4.9 M (16.1
 AB6085'FT) .  ROD MARK IS STAMPED --GAL GAR 1995--.  OWNERSHIP--STATE OF
 AB6085'OHIO, DEPARTMENT OF TRANSPORTATION, DISTRICT 10 DEPUTY DIRECTOR,
 AB6085'MUSKINGUM DRIVE, MARIETTA, OHIO 45750. THE MARK IS ACCESSIBLE ONLY BY
 AB6085'ARRANGEMENT.  CONTACT THE ODOT GALLIA COUNTY SUPERINTENDENT, (614)
 AB6085'446-1553, FOR ACCESS TO MARK. NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A
 AB6085'REQUIREMENTS.
 AB6085
 AB6085                          STATION RECOVERY (2003)
 AB6085
 AB6085'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 AB6085'THE STATION IS LOCATED AT THE OHIO DEPARTMENT OF TRANSPORTATION GALLIA
 AB6085'COUNTY  GARAGE.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AB6085'ROUTE 160 AND US HIGHWAY  35, ABOUT 3 MI NORTHWEST OF GALLIPOLIS, GO
 AB6085'SOUTH ON ROUTE 160 TO COUNTY ROAD 35 (JACKSON  PIKE/OLD ROUTE 35)
 AB6085'TURN RIGHT, WEST ON COUNTY ROAD 35 FOR 2.0 MILES (3.2 KM) TO THE ODOT
 AB6085'GARAGE ON LEFT (SOUTH).  CONTINUE UP ACCESS DRIVE TO TOP OF HILL.
 AB6085'STATION IS ON THE  GRASSY KNOLL EAST OF THE COUNTY GARAGE.  STATION IS
 AB6085'A STAINLESS STEEL ROD IN GREASED  SLEEVE DRIVEN TO REFUSAL.  ACCESS TO
 AB6085'MARK IS THROUGH 6 INCH LOGO CAP.  STATION IS STAMPED  ---GAL GAR
 AB6085'1995---.  NOTE--THIS IS A CORS SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AF9660 ***********************************************************************
 AF9660  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9660  DESIGNATION -  GALBRAITH CORS ARP
 AF9660  CORS_ID     -  GALB
 AF9660  PID         -  AF9660
 AF9660  STATE/COUNTY-  OH/HAMILTON
 AF9660  USGS QUAD   -  CINCINNATI EAST (1981)
 AF9660
 AF9660                         *CURRENT SURVEY CONTROL
 AF9660  ___________________________________________________________________
 AF9660* NAD 83(CORS)-  39 12 45.79113(N)    084 29 07.67943(W)     ADJUSTED  
 AF9660* NAVD 88     -                                                        
 AF9660  ___________________________________________________________________
 AF9660  EPOCH DATE  -        2002.00
 AF9660  X           -     475,546.262 (meters)                     COMP
 AF9660  Y           -  -4,925,640.361 (meters)                     COMP
 AF9660  Z           -   4,010,733.091 (meters)                     COMP
 AF9660  ELLIP HEIGHT-         143.81  (meters)          (03/??/02) GPS OBS
 AF9660  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AF9660
 AF9660  HORZ ORDER  -  SPECIAL (CORS)
 AF9660  ELLP ORDER  -  SPECIAL (CORS)
 AF9660
 AF9660.ITRF positions are available for this station.
 AF9660.The coordinates were established by GPS observations
 AF9660.and adjusted by the National Geodetic Survey in March 2002..
 AF9660.The coordinates are valid at the epoch date displayed above.
 AF9660.The epoch date for horizontal control is a decimal equivalence
 AF9660.of Year/Month/Day.
 AF9660
 AF9660
 AF9660.The PID for the CORS L1 Phase Center is AJ7934.
 AF9660
 AF9660.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9660
 AF9660.The ellipsoidal height was determined by GPS observations
 AF9660.and is referenced to NAD 83.
 AF9660
 AF9660.The geoid height was determined by GEOID03.
 AF9660
 AF9660;                    North         East     Units Scale Factor Converg.
 AF9660;SPC OH S     -   136,512.779   428,546.401   MT  0.99994037   -1 15 35.3
 AF9660
 AF9660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9660!SPC OH S     -   0.99997744  x   0.99994037  =   0.99991781
 AF9660
 AF9660                          SUPERSEDED SURVEY CONTROL
 AF9660
 AF9660  NAD 83(CORS)-  39 12 45.79127(N)    084 29 07.68011(W) AD(1997.00) c
 AF9660  ELLIP H (03/??/99)  143.81   (m)                       GP(1997.00) c c
 AF9660  NAD 83(CORS)-  39 12 45.79116(N)    084 29 07.68025(W) AD(1997.00) c
 AF9660  ELLIP H (07/??/98)  143.78   (m)                       GP(1997.00) c c
 AF9660  NAD 83(CORS)-  39 12 45.79116(N)    084 29 07.68025(W) AD(1996.00) c
 AF9660  ELLIP H (01/??/98)  143.78   (m)                       GP(1996.00) c c
 AF9660  NAD 83(CORS)-  39 12 45.79116(N)    084 29 07.68025(W) AD(1997.00) c
 AF9660  ELLIP H (12/??/97)  143.78   (m)                       GP(1997.00) c c
 AF9660  NAD 83(CORS)-  39 12 45.79127(N)    084 29 07.68011(W) AD(1997.00) c
 AF9660  ELLIP H (03/??/97)  143.81   (m)                       GP(1997.00) c c
 AF9660
 AF9660.Superseded values are not recommended for survey control.
 AF9660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9660.See file dsdata.txt to determine how the superseded data were derived.
 AF9660
 AF9660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1709943396(NAD 83)
 AF9660_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9660
 AF9660                          STATION DESCRIPTION
 AF9660
 AF9660'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9660'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9660'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9660'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9660'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9660'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE5742 ***********************************************************************
 AE5742  CORS        -  This is a GPS Continuously Operating Reference Station.
 AE5742  DESIGNATION -  GALBRAITH CORS L1 PHASE CENTER
 AE5742  CORS_ID     -  GALB
 AE5742  PID         -  AE5742
 AE5742  STATE/COUNTY-  OH/HAMILTON
 AE5742  USGS QUAD   -  CINCINNATI EAST (1981)
 AE5742
 AE5742                         *CURRENT SURVEY CONTROL
 AE5742  ___________________________________________________________________
 AE5742* NAD 83(CORS)-  39 12 45.79113(N)    084 29 07.67940(W)     ADJUSTED  
 AE5742* NAVD 88     -                                                        
 AE5742  ___________________________________________________________________
 AE5742  EPOCH DATE  -        2002.00
 AE5742  X           -     475,546.272 (meters)                     COMP
 AE5742  Y           -  -4,925,640.461 (meters)                     COMP
 AE5742  Z           -   4,010,733.173 (meters)                     COMP
 AE5742  ELLIP HEIGHT-         143.94  (meters)          (03/??/02) GPS OBS
 AE5742  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AE5742
 AE5742  HORZ ORDER  -  SPECIAL (CORS)
 AE5742  ELLP ORDER  -  SPECIAL (CORS)
 AE5742
 AE5742.ITRF positions are available for this station.
 AE5742.The coordinates were established by GPS observations
 AE5742.and adjusted by the National Geodetic Survey in March 2002..
 AE5742.The coordinates are valid at the epoch date displayed above.
 AE5742.The epoch date for horizontal control is a decimal equivalence
 AE5742.of Year/Month/Day.
 AE5742
 AE5742
 AE5742.The XYZ, and position/ellipsoidal ht. are equivalent.
 AE5742
 AE5742.The ellipsoidal height was determined by GPS observations
 AE5742.and is referenced to NAD 83.
 AE5742
 AE5742.The geoid height was determined by GEOID03.
 AE5742
 AE5742;                    North         East     Units Scale Factor Converg.
 AE5742;SPC OH S     -   136,512.779   428,546.402   MT  0.99994037   -1 15 35.3
 AE5742
 AE5742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5742!SPC OH S     -   0.99997742  x   0.99994037  =   0.99991779
 AE5742
 AE5742                          SUPERSEDED SURVEY CONTROL
 AE5742
 AE5742  NAD 83(CORS)-  39 12 45.79127(N)    084 29 07.68007(W) AD(1997.00) c
 AE5742  ELLIP H (03/??/99)  143.94   (m)                       GP(1997.00) c c
 AE5742  NAD 83(CORS)-  39 12 45.79116(N)    084 29 07.68021(W) AD(1997.00) c
 AE5742  ELLIP H (07/??/98)  143.91   (m)                       GP(1997.00) c c
 AE5742  NAD 83(CORS)-  39 12 45.79116(N)    084 29 07.68021(W) AD(1996.00) c
 AE5742  ELLIP H (01/??/98)  143.91   (m)                       GP(1996.00) c c
 AE5742  NAD 83(CORS)-  39 12 45.79116(N)    084 29 07.68021(W) AD(1997.00) c
 AE5742  ELLIP H (12/??/97)  143.91   (m)                       GP(1997.00) c c
 AE5742  NAD 83(CORS)-  39 12 45.79127(N)    084 29 07.68007(W) AD(1997.00) c
 AE5742  ELLIP H (03/??/97)  143.94   (m)                       GP(1997.00) c c
 AE5742
 AE5742.Superseded values are not recommended for survey control.
 AE5742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5742.See file dsdata.txt to determine how the superseded data were derived.
 AE5742
 AE5742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1709943396(NAD 83)
 AE5742_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AE5742
 AE5742                          STATION DESCRIPTION
 AE5742
 AE5742'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AE5742'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AE5742'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AE5742'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AE5742'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AE5742'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7934 ***********************************************************************
 AJ7934  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7934  DESIGNATION -  GALBRAITH CORS L1 PHASE CENTER
 AJ7934  CORS_ID     -  GALB
 AJ7934  PID         -  AJ7934
 AJ7934  STATE/COUNTY-  OH/HAMILTON
 AJ7934  USGS QUAD   -  CINCINNATI EAST (1981)
 AJ7934
 AJ7934                         *CURRENT SURVEY CONTROL
 AJ7934  ___________________________________________________________________
 AJ7934* NAD 83(CORS)-  39 12 45.79113(N)    084 29 07.67940(W)     ADJUSTED  
 AJ7934* NAVD 88     -                                                        
 AJ7934  ___________________________________________________________________
 AJ7934  EPOCH DATE  -        2002.00
 AJ7934  X           -     475,546.272 (meters)                     COMP
 AJ7934  Y           -  -4,925,640.461 (meters)                     COMP
 AJ7934  Z           -   4,010,733.173 (meters)                     COMP
 AJ7934  ELLIP HEIGHT-         143.94  (meters)          (03/??/02) GPS OBS
 AJ7934  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AJ7934
 AJ7934  HORZ ORDER  -  SPECIAL (CORS)
 AJ7934  ELLP ORDER  -  SPECIAL (CORS)
 AJ7934
 AJ7934.ITRF positions are available for this station.
 AJ7934.The coordinates were established by GPS observations
 AJ7934.and adjusted by the National Geodetic Survey in March 2002..
 AJ7934.The coordinates are valid at the epoch date displayed above.
 AJ7934.The epoch date for horizontal control is a decimal equivalence
 AJ7934.of Year/Month/Day.
 AJ7934
 AJ7934
 AJ7934.The PID for the CORS ARP is AF9660.
 AJ7934
 AJ7934.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7934
 AJ7934.The ellipsoidal height was determined by GPS observations
 AJ7934.and is referenced to NAD 83.
 AJ7934
 AJ7934.The geoid height was determined by GEOID03.
 AJ7934
 AJ7934;                    North         East     Units Scale Factor Converg.
 AJ7934;SPC OH S     -   136,512.779   428,546.402   MT  0.99994037   -1 15 35.3
 AJ7934
 AJ7934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7934!SPC OH S     -   0.99997742  x   0.99994037  =   0.99991779
 AJ7934
 AJ7934                          SUPERSEDED SURVEY CONTROL
 AJ7934
 AJ7934  NAD 83(CORS)-  39 12 45.79127(N)    084 29 07.68007(W) AD(1997.00) c
 AJ7934  ELLIP H (03/??/99)  143.94   (m)                       GP(1997.00) c c
 AJ7934  NAD 83(CORS)-  39 12 45.79116(N)    084 29 07.68021(W) AD(1997.00) c
 AJ7934  ELLIP H (07/??/98)  143.91   (m)                       GP(1997.00) c c
 AJ7934  NAD 83(CORS)-  39 12 45.79116(N)    084 29 07.68021(W) AD(1996.00) c
 AJ7934  ELLIP H (01/??/98)  143.91   (m)                       GP(1996.00) c c
 AJ7934  NAD 83(CORS)-  39 12 45.79116(N)    084 29 07.68021(W) AD(1997.00) c
 AJ7934  ELLIP H (12/??/97)  143.91   (m)                       GP(1997.00) c c
 AJ7934  NAD 83(CORS)-  39 12 45.79127(N)    084 29 07.68007(W) AD(1997.00) c
 AJ7934  ELLIP H (03/??/97)  143.94   (m)                       GP(1997.00) c c
 AJ7934
 AJ7934.Superseded values are not recommended for survey control.
 AJ7934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7934.See file dsdata.txt to determine how the superseded data were derived.
 AJ7934
 AJ7934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1709943396(NAD 83)
 AJ7934_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7934
 AJ7934                          STATION DESCRIPTION
 AJ7934
 AJ7934'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7934'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7934'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7934'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7934'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7934'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1208 ***********************************************************************
 MB1208  DESIGNATION -  GALE
 MB1208  PID         -  MB1208
 MB1208  STATE/COUNTY-  OH/SUMMIT
 MB1208  USGS QUAD   -  AKRON EAST (1964)
 MB1208
 MB1208                         *CURRENT SURVEY CONTROL
 MB1208  ___________________________________________________________________
 MB1208* NAD 83(1995)-  41 02 42.58226(N)    081 25 16.97862(W)     ADJUSTED  
 MB1208* NAVD 88     -       354.332  (meters)    1162.50   (feet)  ADJUSTED  
 MB1208  ___________________________________________________________________
 MB1208  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 MB1208  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MB1208  DYNAMIC HT  -         354.174 (meters)    1161.99  (feet)  COMP
 MB1208  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 MB1208
 MB1208  HORZ ORDER  -  FIRST
 MB1208  VERT ORDER  -  FIRST     CLASS II
 MB1208
 MB1208.The horizontal coordinates were established by classical geodetic methods
 MB1208.and adjusted by the National Geodetic Survey in April 1998..
 MB1208
 MB1208.The orthometric height was determined by differential leveling
 MB1208.and adjusted by the National Geodetic Survey in June 1991..
 MB1208
 MB1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1208
 MB1208.The geoid height was determined by GEOID03.
 MB1208
 MB1208.The dynamic height is computed by dividing the NAVD 88
 MB1208.geopotential number by the normal gravity value computed on the
 MB1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1208.degrees latitude (g = 980.6199 gals.).
 MB1208
 MB1208.The modeled gravity was interpolated from observed gravity values.
 MB1208
 MB1208;                    North         East     Units Scale Factor Converg.
 MB1208;SPC OH N     -   153,636.935   690,679.850   MT  0.99993922   +0 42 31.0
 MB1208;UTM  17      - 4,543,855.979   464,585.205   MT  0.99961544   -0 16 36.1
 MB1208
 MB1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1208!SPC OH N     -   0.99994966  x   0.99993922  =   0.99988888
 MB1208!UTM  17      -   0.99994966  x   0.99961544  =   0.99956511
 MB1208
 MB1208:                Primary Azimuth Mark                     Grid Az
 MB1208:SPC OH N     -  SOUTH                                    234 55 44.8
 MB1208:UTM  17      -  SOUTH                                    235 54 51.9
 MB1208
 MB1208|---------------------------------------------------------------------|
 MB1208| PID    Reference Object                     Distance      Geod. Az  |
 MB1208|                                                           dddmmss.s |
 MB1208| MB1224 SOUTH                               APPROX. 4.8 KM 2353815.8 |
 MB1208|---------------------------------------------------------------------|
 MB1208
 MB1208                          SUPERSEDED SURVEY CONTROL
 MB1208
 MB1208  NAD 83(1986)-  41 02 42.58865(N)    081 25 16.98202(W) AD(       ) 1
 MB1208  NAD 27      -  41 02 42.38275(N)    081 25 17.57286(W) AD(       ) 1
 MB1208  NGVD 29 (??/??/92)  354.525  (m)         1163.14   (f) ADJ UNCH    1 2
 MB1208
 MB1208.Superseded values are not recommended for survey control.
 MB1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1208.See file dsdata.txt to determine how the superseded data were derived.
 MB1208
 MB1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6458543856(NAD 83)
 MB1208_MARKER: DD = SURVEY DISK
 MB1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1208_STAMPING: GALE
 MB1208_MARK LOGO: OH0070
 MB1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1208+STABILITY: SURFACE MOTION
 MB1208
 MB1208  HISTORY     - Date     Condition        Report By
 MB1208  HISTORY     - 1963     MONUMENTED       OH0070
 MB1208  HISTORY     - 1964     GOOD             CGS
 MB1208  HISTORY     - 1967     GOOD             CGS
 MB1208  HISTORY     - 1989     GOOD             OHDT
 MB1208
 MB1208                          STATION DESCRIPTION
 MB1208
 MB1208'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1208'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF DOWNTOWN AKRON AND NEAR
 MB1208'THE SITE OF THE AKRON
 MB1208'MUNICIPAL COLUMBINE AVENUE STANDPIPE.  IT IS 12.5 FEET SOUTH OF A
 MB1208'CYCLONE FENCE, 69.6 FEET
 MB1208'EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE CYCLONE FENCE AND 42.1
 MB1208'FEET NORTH OF THE STANDPIPE.  THE
 MB1208'MARK IS A CITY OF AKRON DISK STAMPED GALE SET IN
 MB1208'THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4
 MB1208'INCHES BELOW THE SURFACE OF A 3 FOOT
 MB1208'SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
 MB1208'
 MB1208'GALE (ACS) A IS ABOUT 350 FEET NORTH OF THE STATION AND ON COLUMBINE
 MB1208'AVENUE IN FRONT OF THE
 MB1208'HOUSE AT 251 COLUMBINE AVENUE.  IT IS 22 FEET WEST-SOUTHWEST OF
 MB1208'UTILITY POLE NUMBER 78069, 81 FEET
 MB1208'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AT 252
 MB1208'COLUMBINE AVENUE AND 72 FEET WEST OF THE
 MB1208'SOUTHWEST CORNER OF THE HOUSE AT 252 COLUMBINE
 MB1208'AVENUE.  THE MARK IS A CITY OF AKRON DISK STAMPED GALE A
 MB1208'SET IN THE TOP OF A 6 INCH
 MB1208'SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQARE
 MB1208'OF CONCRETE AND COVERED WITH A 9
 MB1208'INCH IRON COVER.
 MB1208'
 MB1208'GALE (ACS) B IS ABOUT 335 FEET EAST-SOUTHEAST OF THE STATION AT THE
 MB1208'INTERSECTION OF COLUMBINE
 MB1208'AVENUE AND GALE DRIVE.  IT IS 24 FEET SOUTHWEST OF A STREET SIGN, 4.5
 MB1208'FEET EAST OF THE CENTERLINE OF
 MB1208'COLUMBINE AVENUE AND 73 FEET SOUTHWEST OF THE SOUTHWEST
 MB1208'CORNER OF THE HOUSE AT 287 COLUMBINE AVENUE.
 MB1208'THE MARK IS A CITY OF AKRON DISK STAMPED
 MB1208'GALE B SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4
 MB1208'INCHES BELOW THE SURFACE OF A 3
 MB1208'FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
 MB1208
 MB1208                          STATION RECOVERY (1964)
 MB1208
 MB1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1208'AT AKRON.
 MB1208'AT AKRON, NEAR THE INTERSECTION OF GALE DRIVE AND COLUMBINE
 MB1208'AVENUE, NEAR THE AKRON MUNICIPAL COLUMBINE AVENUE STANDPIPE,
 MB1208'42.1 FEET NORTH OF THE STANDPIPE, 69.6 FEET EAST OF THE NORTHWEST
 MB1208'CORNER OF THE METAL FENCE AROUND STANDPIPE, 12.5 FEET SOUTH OF
 MB1208'THE NORTH SIDE OF FENCE, AND SET IN THE TOP OF A CONCRETE POST
 MB1208'ABOUT 4 INCHES BELOW THE LEVEL OF THE GROUND ACCESS TO WHICH IS
 MB1208'HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
 MB1208
 MB1208                          STATION RECOVERY (1967)
 MB1208
 MB1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MB1208'RECOVERED IN GOOD CONDITION.
 MB1208
 MB1208                          STATION RECOVERY (1989)
 MB1208
 MB1208'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989 (KM)
 MB1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1209 ***********************************************************************
 MB1209  DESIGNATION -  GALE A
 MB1209  PID         -  MB1209
 MB1209  STATE/COUNTY-  OH/SUMMIT
 MB1209  USGS QUAD   -  AKRON EAST (1964)
 MB1209
 MB1209                         *CURRENT SURVEY CONTROL
 MB1209  ___________________________________________________________________
 MB1209* NAD 83(1995)-  41 02 44.97110(N)    081 25 12.71937(W)     ADJUSTED  
 MB1209* NAVD 88     -       355.199  (meters)    1165.35   (feet)  ADJUSTED  
 MB1209  ___________________________________________________________________
 MB1209  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 MB1209  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MB1209  DYNAMIC HT  -         355.041 (meters)    1164.83  (feet)  COMP
 MB1209  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 MB1209
 MB1209  HORZ ORDER  -  SECOND
 MB1209  VERT ORDER  -  FIRST     CLASS II
 MB1209
 MB1209.The horizontal coordinates were established by classical geodetic methods
 MB1209.and adjusted by the National Geodetic Survey in April 1998..
 MB1209
 MB1209.The orthometric height was determined by differential leveling
 MB1209.and adjusted by the National Geodetic Survey in June 1991..
 MB1209
 MB1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1209
 MB1209.The geoid height was determined by GEOID03.
 MB1209
 MB1209.The dynamic height is computed by dividing the NAVD 88
 MB1209.geopotential number by the normal gravity value computed on the
 MB1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1209.degrees latitude (g = 980.6199 gals.).
 MB1209
 MB1209.The modeled gravity was interpolated from observed gravity values.
 MB1209
 MB1209;                    North         East     Units Scale Factor Converg.
 MB1209;SPC OH N     -   153,711.848   690,778.399   MT  0.99993921   +0 42 33.8
 MB1209;UTM  17      - 4,543,929.163   464,684.995   MT  0.99961535   -0 16 33.4
 MB1209
 MB1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1209!SPC OH N     -   0.99994952  x   0.99993921  =   0.99988873
 MB1209!UTM  17      -   0.99994952  x   0.99961535  =   0.99956489
 MB1209
 MB1209                          SUPERSEDED SURVEY CONTROL
 MB1209
 MB1209  NAD 83(1986)-  41 02 44.97747(N)    081 25 12.72279(W) AD(       ) 2
 MB1209  NAD 27      -  41 02 44.77158(N)    081 25 13.31354(W) AD(       ) 2
 MB1209  NGVD 29 (??/??/92)  355.392  (m)         1165.98   (f) ADJ UNCH    1 2
 MB1209
 MB1209.Superseded values are not recommended for survey control.
 MB1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1209.See file dsdata.txt to determine how the superseded data were derived.
 MB1209
 MB1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6468543929(NAD 83)
 MB1209_MARKER: DD = SURVEY DISK
 MB1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1209_STAMPING: GALE A
 MB1209_MARK LOGO: OH0070
 MB1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1209+STABILITY: SURFACE MOTION
 MB1209
 MB1209  HISTORY     - Date     Condition        Report By
 MB1209  HISTORY     - 1963     MONUMENTED       OH0070
 MB1209  HISTORY     - 1964     GOOD             CGS
 MB1209
 MB1209                          STATION DESCRIPTION
 MB1209
 MB1209'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1209'SEE STATION GALE (ACS)
 MB1209
 MB1209                          STATION RECOVERY (1964)
 MB1209
 MB1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1209'AT AKRON.
 MB1209'AT AKRON, NEAR THE INTERSECTION OF GALE DRIVE AND COLUMBINE
 MB1209'AVENUE, NEAR THE AKRON MUNICIPAL COLUMBINE AVENUE STANDPIPE,
 MB1209'81 FEET EAST-NORTHEAST OF HOUSE AT 252 COLUMBINE AVENUE, 72 FEET
 MB1209'WEST OF THE SOUTHWEST OF HOUSE 251, 22 FEET WEST OF POWER POLE
 MB1209'NO. 78069, 374 FEET NORTH OF GALE B, AND SET IN THE TOP OF A
 MB1209'CONCRETE POST ABOUT 4 INCHES BELOW THE SURFACE ACCESS TO WHICH
 MB1209'IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1207 ***********************************************************************
 MB1207  DESIGNATION -  GALE B
 MB1207  PID         -  MB1207
 MB1207  STATE/COUNTY-  OH/SUMMIT
 MB1207  USGS QUAD   -  AKRON EAST (1964)
 MB1207
 MB1207                         *CURRENT SURVEY CONTROL
 MB1207  ___________________________________________________________________
 MB1207* NAD 83(1995)-  41 02 41.28661(N)    081 25 12.95350(W)     ADJUSTED  
 MB1207* NAVD 88     -       354.938  (meters)    1164.49   (feet)  ADJUSTED  
 MB1207  ___________________________________________________________________
 MB1207  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 MB1207  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MB1207  DYNAMIC HT  -         354.780 (meters)    1163.97  (feet)  COMP
 MB1207  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 MB1207
 MB1207  HORZ ORDER  -  SECOND
 MB1207  VERT ORDER  -  FIRST     CLASS II
 MB1207
 MB1207.The horizontal coordinates were established by classical geodetic methods
 MB1207.and adjusted by the National Geodetic Survey in April 1998..
 MB1207
 MB1207.The orthometric height was determined by differential leveling
 MB1207.and adjusted by the National Geodetic Survey in June 1991..
 MB1207
 MB1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1207
 MB1207.The geoid height was determined by GEOID03.
 MB1207
 MB1207.The dynamic height is computed by dividing the NAVD 88
 MB1207.geopotential number by the normal gravity value computed on the
 MB1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1207.degrees latitude (g = 980.6199 gals.).
 MB1207
 MB1207.The modeled gravity was interpolated from observed gravity values.
 MB1207
 MB1207;                    North         East     Units Scale Factor Converg.
 MB1207;SPC OH N     -   153,598.134   690,774.338   MT  0.99993922   +0 42 33.6
 MB1207;UTM  17      - 4,543,815.573   464,678.981   MT  0.99961535   -0 16 33.5
 MB1207
 MB1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1207!SPC OH N     -   0.99994956  x   0.99993922  =   0.99988878
 MB1207!UTM  17      -   0.99994956  x   0.99961535  =   0.99956493
 MB1207
 MB1207                          SUPERSEDED SURVEY CONTROL
 MB1207
 MB1207  NAD 83(1986)-  41 02 41.29301(N)    081 25 12.95694(W) AD(       ) 2
 MB1207  NAD 27      -  41 02 41.08699(N)    081 25 13.54779(W) AD(       ) 2
 MB1207  NGVD 29 (??/??/92)  355.131  (m)         1165.13   (f) ADJ UNCH    1 2
 MB1207
 MB1207.Superseded values are not recommended for survey control.
 MB1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1207.See file dsdata.txt to determine how the superseded data were derived.
 MB1207
 MB1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6467943816(NAD 83)
 MB1207_MARKER: DD = SURVEY DISK
 MB1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1207_STAMPING: GALE B
 MB1207_MARK LOGO: OH0070
 MB1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1207+STABILITY: SURFACE MOTION
 MB1207
 MB1207  HISTORY     - Date     Condition        Report By
 MB1207  HISTORY     - 1963     MONUMENTED       OH0070
 MB1207  HISTORY     - 1964     GOOD             CGS
 MB1207
 MB1207                          STATION DESCRIPTION
 MB1207
 MB1207'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1207'SEE STATION GALE (ACS)
 MB1207
 MB1207                          STATION RECOVERY (1964)
 MB1207
 MB1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1207'AT AKRON.
 MB1207'AT AKRON, NEAR THE INTERSECTION OF GALE DRIVE AND COLUMBINE
 MB1207'AVENUE, NEAR THE AKRON MUNICIPAL COLUMBINE AVENUE STANDPIPE,
 MB1207'73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE AT 287 COLUMBINE
 MB1207'AVENUE, 24 FEET SOUTHWEST OF A STREET MARKER SIGN, 4 1/2 FEET
 MB1207'EAST OF THE CENTER LINE OF COLUMBINE AVENUE, AND SET IN THE TOP
 MB1207'OF A CONCRETE POST ABOUT 4 INCHES BELOW THE LEVEL OF THE STREET
 MB1207'SURFACE ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER
 MB1207'MARKED AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1904 ***********************************************************************
 KZ1904  DESIGNATION -  GALENA
 KZ1904  PID         -  KZ1904
 KZ1904  STATE/COUNTY-  OH/DELAWARE
 KZ1904  USGS QUAD   -  GALENA (1983)
 KZ1904
 KZ1904                         *CURRENT SURVEY CONTROL
 KZ1904  ___________________________________________________________________
 KZ1904* NAD 83(1995)-  40 12 25.69204(N)    082 54 52.12070(W)     ADJUSTED  
 KZ1904* NAVD 88     -       305.45   (+/-2cm)    1002.1    (feet)  VERTCON   
 KZ1904  ___________________________________________________________________
 KZ1904  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 KZ1904  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KZ1904
 KZ1904  HORZ ORDER  -  FIRST
 KZ1904  VERT ORDER  -  THIRD ? (See Below)
 KZ1904
 KZ1904.The horizontal coordinates were established by classical geodetic methods
 KZ1904.and adjusted by the National Geodetic Survey in April 1998..
 KZ1904
 KZ1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1904.The vertical order pertains to the NGVD 29 superseded value.
 KZ1904
 KZ1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1904
 KZ1904.The geoid height was determined by GEOID03.
 KZ1904
 KZ1904;                    North         East     Units Scale Factor Converg.
 KZ1904;SPC OH N     -    60,102.230   564,711.637   MT  1.00005102   -0 16 20.2
 KZ1904;SPC OH S     -   245,114.007   564,712.052   MT  1.00003902   -0 15 46.8
 KZ1904;UTM  17      - 4,452,505.366   337,070.477   MT  0.99992679   -1 14 10.2
 KZ1904
 KZ1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1904!SPC OH N     -   0.99995742  x   1.00005102  =   1.00000843
 KZ1904!SPC OH S     -   0.99995742  x   1.00003902  =   0.99999643
 KZ1904!UTM  17      -   0.99995742  x   0.99992679  =   0.99988421
 KZ1904
 KZ1904|---------------------------------------------------------------------|
 KZ1904| PID    Reference Object                     Distance      Geod. Az  |
 KZ1904|                                                           dddmmss.s |
 KZ1904| CE6603 GALENA RM 1                          54.032 METERS 04607     |
 KZ1904| KZ1897 SUNBURY MUNICIPAL TANK              APPROX. 6.7 KM 0480555.3 |
 KZ1904| KZ1887 CENTERBURG MUNICIPAL TANK           APPROX.22.1 KM 0584839.7 |
 KZ1904| CE6604 GALENA RM 2                          37.216 METERS 10627     |
 KZ1904| CE6602 GALENA AZ MK                                       1750059.8 |
 KZ1904| KZ1903 WESTERVILLE MUNICIPAL TANK          APPROX. 9.0 KM 1885818.4 |
 KZ1904| KZ2032 FLINT JOSEPHINIUM COLL SPIRE        APPROX.13.1 KM 2224003.8 |
 KZ1904|---------------------------------------------------------------------|
 KZ1904
 KZ1904                          SUPERSEDED SURVEY CONTROL
 KZ1904
 KZ1904  NAD 83(1986)-  40 12 25.69861(N)    082 54 52.12810(W) AD(       ) 1
 KZ1904  NAD 27      -  40 12 25.47400(N)    082 54 52.47600(W) AD(       ) 1
 KZ1904  NGVD 29 (07/19/86)  305.61   (m)         1002.7    (f) LEVELING    3  
 KZ1904
 KZ1904.Superseded values are not recommended for survey control.
 KZ1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1904.See file dsdata.txt to determine how the superseded data were derived.
 KZ1904
 KZ1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3707052505(NAD 83)
 KZ1904_MARKER: DS = TRIANGULATION STATION DISK
 KZ1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1904_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1904
 KZ1904  HISTORY     - Date     Condition        Report By
 KZ1904  HISTORY     - 1933     MONUMENTED       CGS
 KZ1904  HISTORY     - 1968     GOOD             CGS
 KZ1904
 KZ1904                          STATION DESCRIPTION
 KZ1904
 KZ1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ1904'STATION IS ON
 KZ1904'LAND OWNED AND
 KZ1904'OCCUPIED BY A. G. WILLIAMS, ABOUT 2.0 MILES SOUTHWEST
 KZ1904'OF GALENA.  MARK IS IN THE
 KZ1904'BARNYARD, 59 FEET SOUTH OF THE
 KZ1904'SOUTHEAST CORNER OF THE BARN, 14 FEET EAST OF
 KZ1904'THE NORTH-SOUTH
 KZ1904'FENCE LINE, 28 FEET NORTH OF THE EAST-WEST FENCE LINE, 21 FEET
 KZ1904'NORTHEAST OF
 KZ1904'THE NORTH END OF A GATE LEADING TO A CATTLE LANE
 KZ1904'WEST, AND IS FLUSH WITH THE GROUND.
 KZ1904'
 KZ1904'TO REACH STATION FROM GALENA, FOLLOW STATE HIGHWAY 3 SOUTHWEST
 KZ1904'1.0 MILE TO GRAVEL
 KZ1904'ROAD WEST, THENCE WEST 1.2 MILES TO
 KZ1904'CROSS ROADS AND THE WILLIAMS FARM.
 KZ1904'
 KZ1904'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 KZ1904'STANDARD BRONZE
 KZ1904'DISKS SET IN CONCRETE.
 KZ1904'
 KZ1904'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 112 FEET
 KZ1904'EAST OF THE
 KZ1904'SOUTHEAST CORNER OF THE BARN, 21 FEET WEST OF THE
 KZ1904'CENTER LINE OF THE ROAD, 18
 KZ1904'FEET NORTH OF THE DRIVEWAY LEADING
 KZ1904'TO THE BARN, AND 56 FEET SOUTHEAST OF THE WELL
 KZ1904'SOUTH OF THE
 KZ1904'HOUSE, AND PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS SOUTHEAST
 KZ1904'OF THE STATION
 KZ1904'AND IN THE SOUTHEAST CORNER OF THE BARNLOT, 22
 KZ1904'FEET WEST OF THE CENTER LINE OF
 KZ1904'THE ROAD, AND PROJECTS 7 INCHES.
 KZ1904'
 KZ1904'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF THE STATION, ON
 KZ1904'THE FENCE LINE
 KZ1904'PARALLELING THE ROAD, 20 FEET EAST OF THE CENTER
 KZ1904'LINE OF THE ROAD, AND ABOUT 100
 KZ1904'FEET SOUTHEAST OF YELLOW FARMHOUSE
 KZ1904'OCCUPIED BY B. W. BUDD, AND PROJECTS 3 INCHES.
 KZ1904
 KZ1904                          STATION RECOVERY (1968)
 KZ1904
 KZ1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 KZ1904'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN GOOD
 KZ1904'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED BUT THIS MARK WOULD
 KZ1904'NOT BE VISIBLE FROM THE GROUND AT THE STATION IF IT IS STILL IN
 KZ1904'PLACE.  NO OTHER OBJECTS WERE VISIBLE FROM THE GROUND AT THE TIME
 KZ1904'OF RECOVERY.
 KZ1904'
 KZ1904'TO REACH FROM GALANA, FROM THE TOWN SQUARE, GO WEST AND SOUTHWEST
 KZ1904'ON SURFACED ROAD FOR 0.95 MILE TO CROSSROADS, TURN RIGHT AND GO
 KZ1904'WEST FOR 0.45 MILE TO CROSSROADS AND JUNCTION WITH STATE HIGHWAY
 KZ1904'3, CONTINUE WEST ON COUNTY ROUTE 105 FOR 0.55 MILE TO ANGLING
 KZ1904'CROSSROADS, TURN LEFT AND GO SOUTH FOR 0.1 MILE TO A DRIVEWAY ON
 KZ1904'THE RIGHT, TURN RIGHT TO BARNYARD AND STATION TO SOUTH OF BARN.
 KZ1904'
 KZ1904'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND THE
 KZ1904'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KZ1904'
 KZ1904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.0 MILES
 KZ1904'SOUTHWEST OF GALENA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1080 ***********************************************************************
 KZ1080  DESIGNATION -  GALION
 KZ1080  PID         -  KZ1080
 KZ1080  STATE/COUNTY-  OH/CRAWFORD
 KZ1080  USGS QUAD   -  GALION (1973)
 KZ1080
 KZ1080                         *CURRENT SURVEY CONTROL
 KZ1080  ___________________________________________________________________
 KZ1080* NAD 83(1986)-  40 44 06.     (N)    082 47 15.     (W)     SCALED    
 KZ1080* NAVD 88     -       355.277  (meters)    1165.60   (feet)  ADJUSTED  
 KZ1080  ___________________________________________________________________
 KZ1080  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KZ1080  DYNAMIC HT  -         355.100 (meters)    1165.02  (feet)  COMP
 KZ1080  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 KZ1080
 KZ1080  VERT ORDER  -  FIRST     CLASS I
 KZ1080
 KZ1080.The horizontal coordinates were scaled from a topographic map and have
 KZ1080.an estimated accuracy of +/- 6 seconds.
 KZ1080
 KZ1080.The orthometric height was determined by differential leveling
 KZ1080.and adjusted by the National Geodetic Survey in June 1991..
 KZ1080
 KZ1080.The geoid height was determined by GEOID03.
 KZ1080
 KZ1080.The dynamic height is computed by dividing the NAVD 88
 KZ1080.geopotential number by the normal gravity value computed on the
 KZ1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1080.degrees latitude (g = 980.6199 gals.).
 KZ1080
 KZ1080.The modeled gravity was interpolated from observed gravity values.
 KZ1080
 KZ1080;                    North         East    Units  Estimated Accuracy
 KZ1080;SPC OH N     -   118,670.      575,720.      MT  (+/- 180 meters Scaled)
 KZ1080
 KZ1080                          SUPERSEDED SURVEY CONTROL
 KZ1080
 KZ1080  NGVD 29 (??/??/92)  355.411  (m)         1166.04   (f) ADJ UNCH    1 1
 KZ1080
 KZ1080.Superseded values are not recommended for survey control.
 KZ1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1080.See file dsdata.txt to determine how the superseded data were derived.
 KZ1080
 KZ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF490108(NAD 83)
 KZ1080_MARKER: DB = BENCH MARK DISK
 KZ1080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1080_SP_SET: BUILDING
 KZ1080_STAMPING: GALION 1934
 KZ1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1080
 KZ1080  HISTORY     - Date     Condition        Report By
 KZ1080  HISTORY     - 1934     MONUMENTED       CGS
 KZ1080  HISTORY     - 1967     GOOD             NGS
 KZ1080  HISTORY     - 1973     GOOD             OHDT
 KZ1080  HISTORY     - 1987     GOOD             OHDT
 KZ1080  HISTORY     - 19880802 GOOD             USPSQD
 KZ1080
 KZ1080                          STATION DESCRIPTION
 KZ1080
 KZ1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1080'AT GALION.
 KZ1080'AT GALION, AT THE INTERSECTION OF CHURCH AND COLUMBUS STREET,
 KZ1080'ALONG THE WEST WALL OF THE POST OFFICE BUILDING, IN THE
 KZ1080'WINDOW SILL OF THE SECOND WINDOW NORTH OF THE WEST ENTRANCE
 KZ1080'TO BUILDING, 34.5 FEET EAST OF THE EAST CURB OF COLUMBUS
 KZ1080'STREET, 21.6 FEET NORTH OF THE NORTH EDGE OF THE WEST
 KZ1080'ENTRANCE TO BUILDING, 90 FEET SOUTH OF THE SOUTH CURB OF
 KZ1080'CHURCH STREET, 0.9 FOOT EAST OF THE WEST EDGE OF THE FOUNDATION
 KZ1080'OF THE BUILDING AND 3 FEET ABOVE THE LEVEL OF THE STREET.
 KZ1080
 KZ1080                          STATION RECOVERY (1973)
 KZ1080
 KZ1080'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1080'RECOVERED IN GOOD CONDITION.
 KZ1080
 KZ1080                          STATION RECOVERY (1987)
 KZ1080
 KZ1080'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1080'RECOVERED IN GOOD CONDITION.
 KZ1080
 KZ1080                          STATION RECOVERY (1988)
 KZ1080
 KZ1080'RECOVERY NOTE BY US POWER SQUADRON 1988 (DE)
 KZ1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2126 ***********************************************************************
 KZ2126  DESIGNATION -  GALION
 KZ2126  PID         -  KZ2126
 KZ2126  STATE/COUNTY-  OH/CRAWFORD
 KZ2126  USGS QUAD   -  GALION (1973)
 KZ2126
 KZ2126                         *CURRENT SURVEY CONTROL
 KZ2126  ___________________________________________________________________
 KZ2126* NAD 83(1995)-  40 44 02.04330(N)    082 48 41.32765(W)     ADJUSTED  
 KZ2126* NAVD 88     -       355.28   (+/-2cm)    1165.6    (feet)  VERTCON   
 KZ2126  ___________________________________________________________________
 KZ2126  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 KZ2126  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KZ2126
 KZ2126  HORZ ORDER  -  SECOND
 KZ2126  VERT ORDER  -  THIRD ? (See Below)
 KZ2126
 KZ2126.The horizontal coordinates were established by classical geodetic methods
 KZ2126.and adjusted by the National Geodetic Survey in April 1998..
 KZ2126
 KZ2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2126.The vertical order pertains to the NGVD 29 superseded value.
 KZ2126
 KZ2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2126
 KZ2126.The geoid height was determined by GEOID03.
 KZ2126
 KZ2126;                    North         East     Units Scale Factor Converg.
 KZ2126;SPC OH N     -   118,559.003   573,689.681   MT  0.99995602   -0 12 16.7
 KZ2126;UTM  17      - 4,510,796.407   347,036.873   MT  0.99988800   -1 10 56.3
 KZ2126
 KZ2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2126!SPC OH N     -   0.99994964  x   0.99995602  =   0.99990567
 KZ2126!UTM  17      -   0.99994964  x   0.99988800  =   0.99983765
 KZ2126
 KZ2126|---------------------------------------------------------------------|
 KZ2126| PID    Reference Object                     Distance      Geod. Az  |
 KZ2126|                                                           dddmmss.s |
 KZ2126| CE6606 GALION RM 1                          23.654 METERS 05009     |
 KZ2126| CE6607 GALION RM 2                          27.811 METERS 14010     |
 KZ2126| CE6608 GALION RM 3                          26.200 METERS 14017     |
 KZ2126| CE6605 GALION AZ MK                                       1542835.4 |
 KZ2126|---------------------------------------------------------------------|
 KZ2126
 KZ2126                          SUPERSEDED SURVEY CONTROL
 KZ2126
 KZ2126  NAD 83(1986)-  40 44 02.04797(N)    082 48 41.34157(W) AD(       ) 2
 KZ2126  NAD 27      -  40 44 01.83846(N)    082 48 41.68629(W) AD(       ) 2
 KZ2126  NGVD 29 (07/19/86)  355.41   (m)         1166.0    (f) LEVELING    3  
 KZ2126
 KZ2126.Superseded values are not recommended for survey control.
 KZ2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2126.See file dsdata.txt to determine how the superseded data were derived.
 KZ2126
 KZ2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4703710796(NAD 83)
 KZ2126_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2126
 KZ2126  HISTORY     - Date     Condition        Report By
 KZ2126  HISTORY     - 1959     MONUMENTED       CGS
 KZ2126  HISTORY     - 1971     GOOD             OHHD
 KZ2126  HISTORY     - 1975     GOOD             NGS
 KZ2126  HISTORY     - 1978     GOOD             NGS
 KZ2126  HISTORY     - 19880902 MARK NOT FOUND   USPSQD
 KZ2126
 KZ2126                          STATION DESCRIPTION
 KZ2126
 KZ2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ2126'THE STATION IS ABOUT 1.5 MILES WEST OF GALION, ON THE WEST SIDE OF
 KZ2126'THE SCHOOLYARD OF THE
 KZ2126'RENSCHVILLE ELEMENTARY SCHOOL AND IN THE APPROXIMATE CENTER OF A
 KZ2126'SMALL GRASSY PLOT FORMED BY TWO
 KZ2126'GRAVEL DRIVEWAYS.
 KZ2126'
 KZ2126'TO REACH THE STATION FROM THE INTERSECTION OF MARKET AND HARDING WAY
 KZ2126'STREETS AT THE SQUARE IN
 KZ2126'GALION, GO WEST ON HARDING WAY FOR 0.6 MILE (U.S. HIGHWAY 30 S TURNS
 KZ2126'TO THE LEFT).  CONTINUE STRAIGHT
 KZ2126'AHEAD AND GO WEST ON STATE HIGHWAY 19 FOR 0.3 MILE TO A
 KZ2126'FORK IN THE ROAD.  BEAR LEFT AND GO WEST ON
 KZ2126'WINCHESTER ROAD FOR 0.2 MILE TO THE WEST
 KZ2126'SIDE OF THE RENSCHVILLE ELEMENTARY SCHOOL AND THE STATION ON
 KZ2126'THE LEFT.
 KZ2126'
 KZ2126'STATION MARKS ARE STANDARD DISKS STAMPED GALION 1959.  THE SURFACE
 KZ2126'DISK IS SET IN A SQUARE CONCRETE
 KZ2126'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 95.9 FEET
 KZ2126'NORTHWEST OF THE SOUTHWEST CORNER
 KZ2126'OF THE SCHOOL BUILDING, 77 FEET SOUTH OF THE CENTERLINE
 KZ2126'OF WINCHESTER ROAD, 62.5 FEET WEST OF THE NORTHWEST
 KZ2126'CORNER OF THE SCHOOL BUILDING
 KZ2126'AND 30 FEET EAST OF THE CENTERLINE OF A GRAVEL DRIVEWAY.  THE
 KZ2126'UNDERGROUND DISK IS SET IN AN
 KZ2126'IRREGULAR MASS OF CONCRETE 28 INCHES BELOW THE SURFACE OF THE GROUND.
 KZ2126'
 KZ2126'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GALION NO 1 1959, IS
 KZ2126'CEMENTED IN A DRILLHOLE IN
 KZ2126'THE SIDEWALK AT THE WEST SIDE OF THE SCHOOL BUILDING.  IT IS 68 FEET
 KZ2126'NORTH OF THE NORTHWEST CORNER OF THE
 KZ2126'SCHOOL BUILDING, 5.2 FEET EAST OF THE WEST EDGE OF THE
 KZ2126'SIDEWALK AND 27 FEET SOUTH OF THE CENTERLINE OF
 KZ2126'WINCHESTER ROAD.
 KZ2126'
 KZ2126'REFERENE MARK NO. 2, A STANDARD DISK STAMPED GALION NO 2 1959, IS SET
 KZ2126'IN A SQUARE CONCRETE POST
 KZ2126'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 5.3 FEET NORTH
 KZ2126'OF THE SOUTHWEST CORNER OF THE SCHOOL
 KZ2126'BUILDING, 1 FOOT WEST OF THE WEST EDGE OF THE SCHOOL
 KZ2126'BUILDING AND 1 FOOT SOUTH OF THE SOUTH EDGE OF
 KZ2126'THE SIDEWALK.
 KZ2126'
 KZ2126'AZIMUTH MARK, A STANDARD DISK STAMPED GALION 1959, IS SET IN A SQUARE
 KZ2126'CONCRETE POST WHICH
 KZ2126'PROJECTS 5 INCHES.  IT IS 32 FEET WEST OF A NORTH-SOUTH FENCELINE AND
 KZ2126'2 FEET NORTH OF A POWERLINE POLE.  A
 KZ2126'STANDARD METAL WITNESS POST WAS SET 1.5 FEET SOUTHWEST OF
 KZ2126'THE MARK.
 KZ2126'
 KZ2126'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON WINCHESTER
 KZ2126'ROAD FOR 0.1 MILE TO RENSCH
 KZ2126'AVENUE.  TURN RIGHT AND GO SOUTH ON RENSCH AVENUE FOR 0.2 MILE TO THE
 KZ2126'END OF THE STREET.  CONTINUE
 KZ2126'SOUTH ALONG THE WEST SIDE OF POWERLINE FOR 0.05 MILE TO
 KZ2126'THE SECOND POWERLINE POLE AND THE AZIMUTH MARK
 KZ2126'ON THE LEFT.
 KZ2126'
 KZ2126'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KZ2126
 KZ2126                          STATION RECOVERY (1971)
 KZ2126
 KZ2126'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971
 KZ2126'ALL MARKS ARE IN GOOD CONDITION.  RM 2 HAS A HOUSE BUILT OVER IT AND
 KZ2126'RECOMMENT IT BERELOCATED.  DESCRIPTION ADEQUATE.
 KZ2126
 KZ2126                          STATION RECOVERY (1975)
 KZ2126
 KZ2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KZ2126'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 KZ2126'OBSTRUCTED BY NEW ADDITION TO THE SCHOOL.  REFERENCE MARK 2 IS
 KZ2126'INSIDE A SMALL BRICK SHED AND OBSTRUCTED.  REFERENCE MARK 3 WAS SET.
 KZ2126'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY
 KZ2126'0.05 OF A FOOT.  THERE IS NO VISIBLE OBJECT FROM WHICH A NEW
 KZ2126'AZIMUTH MARK COULD BE SET AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 KZ2126'
 KZ2126'THE STATION IS LOCATED AT THE WEST EDGE OF GALION, AT THE NORTHWEST
 KZ2126'CORNER AND ON THE GROUNDS OF THE RENSCHVILLE ELEMENTARY SCHOOL, IN A
 KZ2126'SMALL OVAL GRASSY PLOT, 96 FEET NORTHWEST OF THE SOUTHWEST CORNER
 KZ2126'OF OLD SCHOOL AND THE POINT THE NEW ADDITION JOINS IT, 77 FEET
 KZ2126'SOUTH OF THE CENTERLINE OF WINCHESTER ROAD AND 62 FEET WEST OF THE
 KZ2126'NORTHWEST CORNER OF THE SCHOOL.  THE MONUMENT IS FLUSH AND THE
 KZ2126'DISK IS STAMPED GALION 1959.
 KZ2126'
 KZ2126'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GALION NO 1 1959 SET IN
 KZ2126'A DRILL HOLE IN CONCRETE SIDEWALK, 68 FEET NORTH OF THE NORTHWEST
 KZ2126'CORNER OF THE SCHOOL, 27 FEET SOUTH OF THE CENTERLINE OF WINCHESTER
 KZ2126'RD., AND 5 FEET EAST OF THE WEST EDGE OF THE SIDEWALK.
 KZ2126'
 KZ2126'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GALION 1959 NO 3 1975,
 KZ2126'SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK ALONG THE WEST SIDE OF
 KZ2126'THE SCHOOL, 4-1/2 FEET WEST OF THE WEST WALL OF THE SCHOOL AND
 KZ2126'1-1/2 FEET NORTH OF THE NORTH WALL OF THE SMALL BRICK SHED.
 KZ2126'
 KZ2126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST EDGE OF
 KZ2126'GALION.
 KZ2126'
 KZ2126'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KZ2126
 KZ2126                          STATION RECOVERY (1978)
 KZ2126
 KZ2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KZ2126'THE STATION MARK AND REFERENCE MARK 3 WERE FOUND AS DESCRIBED AND IN
 KZ2126'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE DISK SHEARED
 KZ2126'OFF AND A NEW DISK STAMPED GALION 1959 NO 4 1978 WAS SET IN THE SAME
 KZ2126'SPOT BUT COUNTERSUNK MORE.  THE 1975 RECOVERY NOTE IS GOOD WITH THE
 KZ2126'ABOVE CHANGE.
 KZ2126'
 KZ2126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST EDGE OF
 KZ2126'GALION.
 KZ2126'
 KZ2126'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KZ2126
 KZ2126                          STATION RECOVERY (1988)
 KZ2126
 KZ2126'RECOVERY NOTE BY US POWER SQUADRON 1988 (DE)
 KZ2126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1964 ***********************************************************************
 KZ1964  DESIGNATION -  GALION H G PROD MARKET ST TANK
 KZ1964  PID         -  KZ1964
 KZ1964  STATE/COUNTY-  OH/CRAWFORD
 KZ1964  USGS QUAD   -  GALION (1973)
 KZ1964
 KZ1964                         *CURRENT SURVEY CONTROL
 KZ1964  ___________________________________________________________________
 KZ1964* NAD 83(1995)-  40 43 28.76487(N)    082 47 19.39111(W)     ADJUSTED  
 KZ1964* NAVD 88     -                                                        
 KZ1964  ___________________________________________________________________
 KZ1964  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 KZ1964  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KZ1964
 KZ1964  HORZ ORDER  -  THIRD
 KZ1964
 KZ1964.The horizontal coordinates were established by classical geodetic methods
 KZ1964.and adjusted by the National Geodetic Survey in April 1998..
 KZ1964
 KZ1964
 KZ1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1964
 KZ1964.The geoid height was determined by GEOID03.
 KZ1964
 KZ1964;                    North         East     Units Scale Factor Converg.
 KZ1964;SPC OH N     -   117,525.904   575,608.797   MT  0.99995696   -0 11 22.8
 KZ1964;UTM  17      - 4,509,730.791   348,937.946   MT  0.99988088   -1 10 02.0
 KZ1964
 KZ1964                          SUPERSEDED SURVEY CONTROL
 KZ1964
 KZ1964  NAD 83(1986)-  40 43 28.76951(N)    082 47 19.40531(W) AD(       ) 4
 KZ1964  NAD 27      -  40 43 28.55995(N)    082 47 19.75251(W) AD(       ) 3
 KZ1964
 KZ1964.Superseded values are not recommended for survey control.
 KZ1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1964.See file dsdata.txt to determine how the superseded data were derived.
 KZ1964
 KZ1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4893809731(NAD 83)
 KZ1964
 KZ1964  HISTORY     - Date     Condition        Report By
 KZ1964  HISTORY     - 1959     MONUMENTED       CGS
 KZ1964  HISTORY     - 19880802 MARK NOT FOUND   USPSQD
 KZ1964
 KZ1964                          STATION DESCRIPTION
 KZ1964
 KZ1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1964'THE STATION IS THE BALL ATOP THE TANK, AT THE EAST SIDE OF
 KZ1964'MARKET STREET AND
 KZ1964'NORTH SIDE OF PERSHING AVE. IN GALION.  THE TANK IS A STEEL
 KZ1964'STRUCTURE, SUPPORTED BY 4 LEGS AND IS
 KZ1964'125 FEET HIGH.  IT HAS LETTERS GALION ALLSTEEL BODIES ON THE
 KZ1964'TANK.
 KZ1964
 KZ1964                          STATION RECOVERY (1988)
 KZ1964
 KZ1964'RECOVERY NOTE BY US POWER SQUADRON 1988 (DE)
 KZ1964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1962 ***********************************************************************
 KZ1962  DESIGNATION -  GALION H G PROD SHERMAN ST TK
 KZ1962  PID         -  KZ1962
 KZ1962  STATE/COUNTY-  OH/CRAWFORD
 KZ1962  USGS QUAD   -  GALION (1973)
 KZ1962
 KZ1962                         *CURRENT SURVEY CONTROL
 KZ1962  ___________________________________________________________________
 KZ1962* NAD 83(1995)-  40 44 26.87100(N)    082 46 40.83894(W)     ADJUSTED  
 KZ1962* NAVD 88     -                                                        
 KZ1962  ___________________________________________________________________
 KZ1962  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 KZ1962  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KZ1962
 KZ1962  HORZ ORDER  -  THIRD
 KZ1962
 KZ1962.The horizontal coordinates were established by classical geodetic methods
 KZ1962.and adjusted by the National Geodetic Survey in April 1998..
 KZ1962
 KZ1962
 KZ1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1962
 KZ1962.The geoid height was determined by GEOID03.
 KZ1962
 KZ1962;                    North         East     Units Scale Factor Converg.
 KZ1962;SPC OH N     -   119,315.269   576,519.204   MT  0.99995533   -0 10 57.5
 KZ1962;UTM  17      - 4,511,504.224   349,878.682   MT  0.99987739   -1 09 38.2
 KZ1962
 KZ1962                          SUPERSEDED SURVEY CONTROL
 KZ1962
 KZ1962  NAD 83(1986)-  40 44 26.87564(N)    082 46 40.85301(W) AD(       ) 4
 KZ1962  NAD 27      -  40 44 26.66721(N)    082 46 41.20174(W) AD(       ) 3
 KZ1962
 KZ1962.Superseded values are not recommended for survey control.
 KZ1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1962.See file dsdata.txt to determine how the superseded data were derived.
 KZ1962
 KZ1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4987911504(NAD 83)
 KZ1962
 KZ1962  HISTORY     - Date     Condition        Report By
 KZ1962  HISTORY     - 1959     MONUMENTED       CGS
 KZ1962  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KZ1962
 KZ1962                          STATION DESCRIPTION
 KZ1962
 KZ1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1962'THE STATION IS THE BALL ATOP THE TANK, ABOUT 1 MILE NORTHEAST
 KZ1962'OF THE CENTER OF
 KZ1962'GALION, ON THE NORTH SIDE OF SHERMAN STREET, NEAR THE EAST END OF THE
 KZ1962'STREET, AT THE WEST SIDE OF THE
 KZ1962'PLANT.  THE TANK IS A STEEL STRUCTURE, SUPPORTED BY 4 LEGS
 KZ1962'AND IS 135 FEET HIGH.  THERE ARE LETTERS HERCULES
 KZ1962'PAINTED ON THE TANK.
 KZ1962
 KZ1962                          STATION RECOVERY (1988)
 KZ1962
 KZ1962'RECOVERY NOTE BY US POWER SQUADRON 1988 (DE)
 KZ1962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1965 ***********************************************************************
 KZ1965  DESIGNATION -  GALION IRON WORKS MFG CO TANK
 KZ1965  PID         -  KZ1965
 KZ1965  STATE/COUNTY-  OH/CRAWFORD
 KZ1965  USGS QUAD   -  GALION (1973)
 KZ1965
 KZ1965                         *CURRENT SURVEY CONTROL
 KZ1965  ___________________________________________________________________
 KZ1965* NAD 83(1995)-  40 43 39.71973(N)    082 47 07.60165(W)     ADJUSTED  
 KZ1965* NAVD 88     -                                                        
 KZ1965  ___________________________________________________________________
 KZ1965  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 KZ1965  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KZ1965
 KZ1965  HORZ ORDER  -  THIRD
 KZ1965
 KZ1965.The horizontal coordinates were established by classical geodetic methods
 KZ1965.and adjusted by the National Geodetic Survey in April 1998..
 KZ1965
 KZ1965
 KZ1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1965
 KZ1965.The geoid height was determined by GEOID03.
 KZ1965
 KZ1965;                    North         East     Units Scale Factor Converg.
 KZ1965;SPC OH N     -   117,862.899   575,886.564   MT  0.99995665   -0 11 15.1
 KZ1965;UTM  17      - 4,510,062.973   349,221.399   MT  0.99987983   -1 09 54.6
 KZ1965
 KZ1965                          SUPERSEDED SURVEY CONTROL
 KZ1965
 KZ1965  NAD 83(1986)-  40 43 39.72436(N)    082 47 07.61583(W) AD(       ) 4
 KZ1965  NAD 27      -  40 43 39.51490(N)    082 47 07.96336(W) AD(       ) 3
 KZ1965
 KZ1965.Superseded values are not recommended for survey control.
 KZ1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1965.See file dsdata.txt to determine how the superseded data were derived.
 KZ1965
 KZ1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4922110063(NAD 83)
 KZ1965
 KZ1965  HISTORY     - Date     Condition        Report By
 KZ1965  HISTORY     - 1959     MONUMENTED       CGS
 KZ1965
 KZ1965                          STATION DESCRIPTION
 KZ1965
 KZ1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1965'THE STATION IS THE BALL ATOP THE TANK, ABOUT 1/2 MILE SOUTHEAST
 KZ1965'OF THE CENTER OF
 KZ1965'GALION, AT THE NORTH SIDE OF DAWSETT STREET AND THE WEST SIDE OF
 KZ1965'SOUTH STREET.  THE TANK IS A STEEL
 KZ1965'STRUCTURE SUPPORTED BY 4 LEGS AND IS 125 FEET HIGH.  IT HAS
 KZ1965'LETTERS GALION IRON WKS ROAD ROLLERS ROAD
 KZ1965'GRADERS ON THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1961 ***********************************************************************
 KZ1961  DESIGNATION -  GALION MUNICIPAL TANK
 KZ1961  PID         -  KZ1961
 KZ1961  STATE/COUNTY-  OH/CRAWFORD
 KZ1961  USGS QUAD   -  GALION (1973)
 KZ1961
 KZ1961                         *CURRENT SURVEY CONTROL
 KZ1961  ___________________________________________________________________
 KZ1961* NAD 83(1995)-  40 44 10.38009(N)    082 46 43.08550(W)     ADJUSTED  
 KZ1961* NAVD 88     -                                                        
 KZ1961  ___________________________________________________________________
 KZ1961  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 KZ1961  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KZ1961
 KZ1961  HORZ ORDER  -  THIRD
 KZ1961
 KZ1961.The horizontal coordinates were established by classical geodetic methods
 KZ1961.and adjusted by the National Geodetic Survey in April 1998..
 KZ1961
 KZ1961
 KZ1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1961
 KZ1961.The geoid height was determined by GEOID03.
 KZ1961
 KZ1961;                    North         East     Units Scale Factor Converg.
 KZ1961;SPC OH N     -   118,806.769   576,464.873   MT  0.99995578   -0 10 59.0
 KZ1961;UTM  17      - 4,510,996.764   349,815.684   MT  0.99987763   -1 09 39.3
 KZ1961
 KZ1961                          SUPERSEDED SURVEY CONTROL
 KZ1961
 KZ1961  NAD 83(1986)-  40 44 10.38474(N)    082 46 43.09956(W) AD(       ) 4
 KZ1961  NAD 27      -  40 44 10.17604(N)    082 46 43.44795(W) AD(       ) 3
 KZ1961
 KZ1961.Superseded values are not recommended for survey control.
 KZ1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1961.See file dsdata.txt to determine how the superseded data were derived.
 KZ1961
 KZ1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4981610997(NAD 83)
 KZ1961
 KZ1961  HISTORY     - Date     Condition        Report By
 KZ1961  HISTORY     - 1959     MONUMENTED       CGS
 KZ1961
 KZ1961                          STATION DESCRIPTION
 KZ1961
 KZ1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1961'THE STATION IS THE BALL ATOP THE TANK, ABOUT 1 MILE NORTHEAST
 KZ1961'OF THE CENTER OF
 KZ1961'GALION ON THE WEST SIDE OF N. EAST STREET, AT THE EAST SIDE OF
 KZ1961'THE CITY POWER AND LIGHT BUILDINGS.
 KZ1961'IT IS AN 8-LEGGED STEEL STRUCTURE 175 FEET HIGH.
 KZ1961'THERE ARE LETTERS GALION PAINTED ON THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1979 ***********************************************************************
 KZ1979  DESIGNATION -  GALION POWER EQUIP CO WATER TK
 KZ1979  PID         -  KZ1979
 KZ1979  STATE/COUNTY-  OH/CRAWFORD
 KZ1979  USGS QUAD   -  NORTH ROBINSON (1960)
 KZ1979
 KZ1979                         *CURRENT SURVEY CONTROL
 KZ1979  ___________________________________________________________________
 KZ1979* NAD 83(1995)-  40 45 17.72963(N)    082 47 54.28803(W)     ADJUSTED  
 KZ1979* NAVD 88     -                                                        
 KZ1979  ___________________________________________________________________
 KZ1979  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 KZ1979  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KZ1979
 KZ1979  HORZ ORDER  -  THIRD
 KZ1979
 KZ1979.The horizontal coordinates were established by classical geodetic methods
 KZ1979.and adjusted by the National Geodetic Survey in April 1998..
 KZ1979
 KZ1979
 KZ1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1979
 KZ1979.The geoid height was determined by GEOID03.
 KZ1979
 KZ1979;                    North         East     Units Scale Factor Converg.
 KZ1979;SPC OH N     -   120,889.717   574,801.381   MT  0.99995396   -0 11 45.8
 KZ1979;UTM  17      - 4,513,107.647   348,188.111   MT  0.99988368   -1 10 27.4
 KZ1979
 KZ1979                          SUPERSEDED SURVEY CONTROL
 KZ1979
 KZ1979  NAD 83(1986)-  40 45 17.73446(N)    082 47 54.30198(W) AD(       ) 4
 KZ1979  NAD 27      -  40 45 17.52605(N)    082 47 54.64860(W) AD(       ) 3
 KZ1979
 KZ1979.Superseded values are not recommended for survey control.
 KZ1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1979.See file dsdata.txt to determine how the superseded data were derived.
 KZ1979
 KZ1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4818813108(NAD 83)
 KZ1979
 KZ1979  HISTORY     - Date     Condition        Report By
 KZ1979  HISTORY     - 1959     MONUMENTED       CGS
 KZ1979  HISTORY     - 19880902 GOOD             USPSQD
 KZ1979
 KZ1979                          STATION DESCRIPTION
 KZ1979
 KZ1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1979'THE STATION IS THE LIGHT AT THE TOP OF THE TANK, ABOUT 1-1/2
 KZ1979'MILES NORTHWEST OF
 KZ1979'THE CENTER OF GALION, ON THE WEST SIDE OF STATE HIGHWAY 598 AND ON
 KZ1979'THE SOUTH SIDE OF PERKY ROUTE NO. 56.
 KZ1979'THE TANK IS A STEEL STRUCTURE SUPPORTED BY 4 LEGS
 KZ1979'AND IS 140 FEET HIGH.  IT HAS A 100,000 GALLON WATER
 KZ1979'CAPACITY.  THERE ARE LETTERS POWER
 KZ1979'EQUIPMENT CO. ON THE EAST RAILING AROUND THE TANK.
 KZ1979
 KZ1979                          STATION RECOVERY (1988)
 KZ1979
 KZ1979'RECOVERY NOTE BY US POWER SQUADRON 1988 (DE)
 KZ1979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0092 ***********************************************************************
 HY0092  DESIGNATION -  GALLIA
 HY0092  PID         -  HY0092
 HY0092  STATE/COUNTY-  OH/GALLIA
 HY0092  USGS QUAD   -  GALLIPOLIS (1983)
 HY0092
 HY0092                         *CURRENT SURVEY CONTROL
 HY0092  ___________________________________________________________________
 HY0092* NAD 83(1986)-  38 49 20.     (N)    082 10 22.     (W)     SCALED    
 HY0092* NAVD 88     -       171.345  (meters)     562.15   (feet)  ADJUSTED  
 HY0092  ___________________________________________________________________
 HY0092  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HY0092  DYNAMIC HT  -         171.236 (meters)     561.80  (feet)  COMP
 HY0092  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 HY0092
 HY0092  VERT ORDER  -  SECOND    CLASS 0
 HY0092
 HY0092.This mark is at Gallia-Meigs Regional Airport (GAS)
 HY0092
 HY0092.The horizontal coordinates were scaled from a topographic map and have
 HY0092.an estimated accuracy of +/- 6 seconds.
 HY0092
 HY0092.The orthometric height was determined by differential leveling
 HY0092.and adjusted by the National Geodetic Survey in June 1991..
 HY0092
 HY0092.The geoid height was determined by GEOID03.
 HY0092
 HY0092.The dynamic height is computed by dividing the NAVD 88
 HY0092.geopotential number by the normal gravity value computed on the
 HY0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0092.degrees latitude (g = 980.6199 gals.).
 HY0092
 HY0092.The modeled gravity was interpolated from observed gravity values.
 HY0092
 HY0092;                    North         East    Units  Estimated Accuracy
 HY0092;SPC OH S     -    91,330.      628,420.      MT  (+/- 180 meters Scaled)
 HY0092
 HY0092                          SUPERSEDED SURVEY CONTROL
 HY0092
 HY0092  NGVD 29 (??/??/92)  171.542  (m)          562.80   (f) ADJ UNCH    2 0
 HY0092
 HY0092.Superseded values are not recommended for survey control.
 HY0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0092.See file dsdata.txt to determine how the superseded data were derived.
 HY0092
 HY0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC981977(NAD 83)
 HY0092_MARKER: DB = BENCH MARK DISK
 HY0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0092_STAMPING: GALLIA 1936
 HY0092_MARK LOGO: CGS   
 HY0092_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0092+STABILITY: SURFACE MOTION
 HY0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY0092+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1995
 HY0092
 HY0092  HISTORY     - Date     Condition        Report By
 HY0092  HISTORY     - 1936     MONUMENTED       CGS
 HY0092  HISTORY     - 1958     GOOD             NGS
 HY0092  HISTORY     - 1976     GOOD             NGS
 HY0092  HISTORY     - 19950808 GOOD             OHDT
 HY0092
 HY0092                          STATION DESCRIPTION
 HY0092
 HY0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0092'2.5 MI NE FROM GALLIPOLIS.
 HY0092'ABOUT 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST
 HY0092'OFFICE AT GALLIPOLIS, ABOUT 100 YARDS EAST-SOUTHEAST OF THE
 HY0092'JUNCTION OF HIGHWAY 7 (EASTERN AVENUE) AND SMITHERS AVENUE,
 HY0092'AT THE NORTHEAST EDGE OF GALLIPOLIS, AT THE TWIN CITY AIRPORT,
 HY0092'ABOUT 0.1 MILE NORTHEAST OF HANGER, 276 FEET SOUTHEAST OF THE
 HY0092'CENTER LINE OF THE HIGHWAY, 24 FEET SOUTHWEST OF THE CENTER LINE
 HY0092'OF SOUTH WEST CIRCULAR DRIVE TO MALE SHADE TRAILER COURT, 4 FEET
 HY0092'SOUTH WEST OF A FENCE LINE, 112 FEET NORTHWEST OF A FENCE
 HY0092'CORNER AND NORTHWEST EDGE OF RUNWAY, 21 FEET EAST-SOUTHEAST OF A
 HY0092'LONE ELM TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0092'10 INCHES.
 HY0092
 HY0092                          STATION RECOVERY (1976)
 HY0092
 HY0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0092'ABOUT 1 1/2 MILE NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 HY0092'AT GALLIPOLIS ABOUT 100 YARDS NORTHEAST OF THE JUNCTION AND SMITHERS
 HY0092'AVENUE ABOUT 276 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY 24 FEET
 HY0092'SOUTH OF THE CENTER LINE OF SOUTHWEST CIRCULAR DRIVE AROUND A TRAILER
 HY0092'COURT SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 HY0092
 HY0092                          STATION RECOVERY (1995)
 HY0092
 HY0092'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (JAA)
 HY0092'2.5 MILES (4.0 KM) NORTHEAST ALONG STATE HIGHWAY 7 FROM THE POST
 HY0092'OFFICE AT GALLIPOLIS, ABOUT 100 YARDS EAST-SOUTHEAST OG THE JUNCTION
 HY0092'OF HIGHWAY 7 (EASTERN AVENUE) AND SMITHERS AVENUE, AT THE NORTHEAST
 HY0092'EDGE OF OF GALLIPOLIS, 276 FEET (84.1 M) SOUTHEAST OF THE CENTER LINE
 HY0092'OF THE HIGHWAY , 24 FEET (7.3 M) SOUTHWEST OF THE CENTER LINE OF SOUTH
 HY0092'WEST CIRCULAR DRIVE TO MALE SHADE TRAILER COURT, 4 FEET (1.2 M) SOUTH
 HY0092'WEST OF A FENCE LINE , 112 FEET (34.1 M) NORTHWEST OF A FENCE CORNER ,
 HY0092'21 FEET (6.4 M) EAST-SOUTHEAST OF A LONE ELM TREE, SET IN THE TOP A
 HY0092'CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2209 ***********************************************************************
 HY2209  DESIGNATION -  GALLIPOLIS
 HY2209  PID         -  HY2209
 HY2209  STATE/COUNTY-  OH/GALLIA
 HY2209  USGS QUAD   -  GALLIPOLIS (1983)
 HY2209
 HY2209                         *CURRENT SURVEY CONTROL
 HY2209  ___________________________________________________________________
 HY2209* NAD 83(1995)-  38 48 12.86086(N)    082 12 34.65738(W)     ADJUSTED  
 HY2209* NAVD 88     -       175.0    (meters)     574.     (feet)  VERTCON   
 HY2209  ___________________________________________________________________
 HY2209  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HY2209  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HY2209
 HY2209  HORZ ORDER  -  SECOND
 HY2209
 HY2209.The horizontal coordinates were established by classical geodetic methods
 HY2209.and adjusted by the National Geodetic Survey in April 1998..
 HY2209
 HY2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2209
 HY2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2209
 HY2209.The geoid height was determined by GEOID03.
 HY2209
 HY2209;                    North         East     Units Scale Factor Converg.
 HY2209;SPC OH S     -    89,248.395   625,222.992   MT  0.99998693   +0 11 03.3
 HY2209;SPC WV S     -   200,868.285   494,929.918   MT  0.99998398   -0 44 52.0
 HY2209;UTM  17      - 4,295,674.029   394,965.588   MT  0.99973585   -0 45 29.1
 HY2209
 HY2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2209!SPC OH S     -   0.99997783  x   0.99998693  =   0.99996476
 HY2209!SPC WV S     -   0.99997783  x   0.99998398  =   0.99996181
 HY2209!UTM  17      -   0.99997783  x   0.99973585  =   0.99971368
 HY2209
 HY2209|---------------------------------------------------------------------|
 HY2209| PID    Reference Object                     Distance      Geod. Az  |
 HY2209|                                                           dddmmss.s |
 HY2209| HY2203 GALLIPOLIS AZ MK                    243.325 METERS 05003     |
 HY2209| DB9412 GALLIPOLIS RM 1                       6.753 METERS 08453     |
 HY2209| HY2202 MURPHY                              APPROX. 1.8 KM 1261737.1 |
 HY2209| HY2210 GA 20                                 4.787 METERS 24415     |
 HY2209|---------------------------------------------------------------------|
 HY2209
 HY2209                          SUPERSEDED SURVEY CONTROL
 HY2209
 HY2209  NAD 83(1995)-  38 48 12.86561(N)    082 12 34.66399(W) AD(       ) 2
 HY2209  NAD 83(1986)-  38 48 12.86987(N)    082 12 34.66352(W) AD(       ) 2
 HY2209  NAD 27      -  38 48 12.57765(N)    082 12 35.13569(W) AD(       ) 2
 HY2209  NGVD 29 (07/19/86)  175.2    (m)          575.     (f) VERT ANG       
 HY2209
 HY2209.Superseded values are not recommended for survey control.
 HY2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2209.See file dsdata.txt to determine how the superseded data were derived.
 HY2209
 HY2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9496695674(NAD 83)
 HY2209_MARKER: DD = SURVEY DISK
 HY2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2209_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2209
 HY2209  HISTORY     - Date     Condition        Report By
 HY2209  HISTORY     - 1976     MONUMENTED       NGS
 HY2209
 HY2209                          STATION DESCRIPTION
 HY2209
 HY2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2209'THE STATION IS IN GALLIPOLIS, BETWEEN 1ST STREET AND THE OHIO
 HY2209'RIVER AND ACROSS THE STREET FROM 126 1ST STREET. PERMISSION WAS
 HY2209'GIVEN BY MRS. JACK NIGHT WHO LIVES AT THE ABOVE ADDRESS.
 HY2209'
 HY2209'TO REACH THE STATION FROM THE POST OFFICE IN GALLIPOLIS, GO
 HY2209'SOUTHWEST ON 2ND AVE FOR 0.05 MILE TO STATE STREET. TURN LEFT
 HY2209'AND GO SOUTHEAST ON STATE STREET FOR 0.1 MILE TO 1ST AVENUE TURN
 HY2209'RIGHT AND GO SOUTHWEST ON 1ST AVENUE FOR 0.2 MILE TO THE AZIMUTH
 HY2209'MARK ON THE LEFT AT A SIGN (BOAT LAUNCHING RAMP). CONTINUE
 HY2209'SOUTHWEST ON 1ST AVENUE FOR 0.2 MILE TO THE STATION ON THE LEFT.
 HY2209'
 HY2209'THE STATION MARKS ARE STANDARD DISKS STAMPED---GALLIPOLIS 1975---.
 HY2209'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HY2209'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
 HY2209'45.0 FEET SOUTHWEST OF A POWERLINE POLE NUMBERED 62-6 AND 22
 HY2209'FEET SOUTHEAST OF THE CENTER OF 1ST AVENUE. THE UNDERGROUND DISK
 HY2209'IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 HY2209'GROUND SURFACE.
 HY2209'
 HY2209'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---GALLIPOLIS NO 1
 HY2209'1975---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HY2209'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 34.0 FEET SOUTHEAST
 HY2209'OF THE CENTER OF 1ST AVENUE, 26.5 FEET SOUTH OF THE POWERLINE
 HY2209'POLE AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 HY2209'
 HY2209'GA 20 USE IS A BRONZE DISK OF THE U.S. ARMY CORPS OF ENGINEERS
 HY2209'STAMPED---G A 20---, SET IN THE TOP OF A 4-INCH SQUARE CONCRETE
 HY2209'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE. IT IS 61.5
 HY2209'FEET SOUTHWEST OF THE POWERLINE POLE, 17.0 FEET SOUTHEAST OF THE
 HY2209'CENTER OF 1ST AVENUE AND ABOUT THE SAME ELEVATION AS THE STATION
 HY2209'MARK.
 HY2209'
 HY2209'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---GALLIPOLIS AZ 1975---,
 HY2209'AND IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HY2209'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 23 FEET NORTHEAST
 HY2209'OF THE CENTER OF A PAVED ROAD LEADING TO THE BOAT RAMP, 21 FEET
 HY2209'WEST OF A POWERLINE POLE NUMBERED 212 1/2, 19 FEET SOUTHEAST OF
 HY2209'THE CENTER OF 1ST AVENUE AND 4.2 FEET SOUTHWEST OF THE NORTHWEST
 HY2209'SIGN POST (BOAT LAUNCHING RAMP).
 HY2209'
 HY2209'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.3 METERS.
 HY2209'LEVEL TIE WAS MADE TO H 203
 HY2209'A TRAVERSE TIE WAS MADE TO GA 20 USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2203 ***********************************************************************
 HY2203  DESIGNATION -  GALLIPOLIS AZ MK
 HY2203  PID         -  HY2203
 HY2203  STATE/COUNTY-  OH/GALLIA
 HY2203  USGS QUAD   -  GALLIPOLIS (1983)
 HY2203
 HY2203                         *CURRENT SURVEY CONTROL
 HY2203  ___________________________________________________________________
 HY2203* NAD 83(1995)-  38 48 17.92691(N)    082 12 26.92587(W)     ADJUSTED  
 HY2203* NAVD 88     -       175.4    (meters)     575.     (feet)  VERTCON   
 HY2203  ___________________________________________________________________
 HY2203  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 HY2203  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HY2203
 HY2203  HORZ ORDER  -  SECOND
 HY2203
 HY2203.The horizontal coordinates were established by classical geodetic methods
 HY2203.and adjusted by the National Geodetic Survey in April 1998..
 HY2203
 HY2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2203
 HY2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2203
 HY2203.The geoid height was determined by GEOID03.
 HY2203
 HY2203;                    North         East     Units Scale Factor Converg.
 HY2203;SPC OH S     -    89,405.214   625,409.038   MT  0.99998669   +0 11 08.2
 HY2203;SPC WV S     -   201,022.056   495,118.490   MT  0.99998425   -0 44 47.2
 HY2203;UTM  17      - 4,295,827.729   395,154.141   MT  0.99973536   -0 45 24.3
 HY2203
 HY2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2203!SPC OH S     -   0.99997776  x   0.99998669  =   0.99996445
 HY2203!SPC WV S     -   0.99997776  x   0.99998425  =   0.99996201
 HY2203!UTM  17      -   0.99997776  x   0.99973536  =   0.99971313
 HY2203
 HY2203:                Primary Azimuth Mark                     Grid Az
 HY2203:SPC OH S     -  MURPHY                                   133 57 29.3
 HY2203:SPC WV S     -  MURPHY                                   134 53 24.7
 HY2203:UTM  17      -  MURPHY                                   134 54 01.8
 HY2203
 HY2203|---------------------------------------------------------------------|
 HY2203| PID    Reference Object                     Distance      Geod. Az  |
 HY2203|                                                           dddmmss.s |
 HY2203| HY2202 MURPHY                              APPROX. 1.7 KM 1340837.5 |
 HY2203| HY2209 GALLIPOLIS                          243.325 METERS 23003     |
 HY2203|---------------------------------------------------------------------|
 HY2203
 HY2203                          SUPERSEDED SURVEY CONTROL
 HY2203
 HY2203  NAD 83(1995)-  38 48 17.93167(N)    082 12 26.93249(W) AD(       ) 2
 HY2203  NAD 83(1986)-  38 48 17.93592(N)    082 12 26.93201(W) AD(       ) 2
 HY2203  NAD 27      -  38 48 17.64376(N)    082 12 27.40436(W) AD(       ) 2
 HY2203  NGVD 29 (07/19/86)  175.6    (m)          576.     (f) VERT ANG       
 HY2203
 HY2203.Superseded values are not recommended for survey control.
 HY2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2203.See file dsdata.txt to determine how the superseded data were derived.
 HY2203
 HY2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9515495828(NAD 83)
 HY2203_MARKER: DD = SURVEY DISK
 HY2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY2203_STAMPING: GALLIPOLIS 1976
 HY2203_MARK LOGO: NGS   
 HY2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2203+STABILITY: SURFACE MOTION
 HY2203
 HY2203  HISTORY     - Date     Condition        Report By
 HY2203  HISTORY     - 1976     MONUMENTED       NGS
 HY2203
 HY2203                          STATION DESCRIPTION
 HY2203
 HY2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2203'AN EDM TRAVERSE TIE WAS MADE TO GALLIPOLIS 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF4048 ***********************************************************************
 DF4048  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4048  DESIGNATION -  GALLIPOLIS CORS ARP
 DF4048  CORS_ID     -  GALP
 DF4048  PID         -  DF4048
 DF4048  STATE/COUNTY-  OH/GALLIA
 DF4048  USGS QUAD   -  RODNEY (1983)
 DF4048
 DF4048                         *CURRENT SURVEY CONTROL
 DF4048  ___________________________________________________________________
 DF4048* NAD 83(CORS)-  38 50 39.14896(N)    082 16 40.09229(W)     ADJUSTED  
 DF4048* NAVD 88     -                                                        
 DF4048  ___________________________________________________________________
 DF4048  EPOCH DATE  -        2002.00
 DF4048  X           -     668,400.506 (meters)                     COMP
 DF4048  Y           -  -4,929,214.151 (meters)                     COMP
 DF4048  Z           -   3,978,967.746 (meters)                     COMP
 DF4048  ELLIP HEIGHT-         169.50  (meters)          (02/??/03) GPS OBS
 DF4048  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DF4048
 DF4048  HORZ ORDER  -  SPECIAL (CORS)
 DF4048  ELLP ORDER  -  SPECIAL (CORS)
 DF4048
 DF4048.ITRF positions are available for this station.
 DF4048.The coordinates were established by GPS observations
 DF4048.and adjusted by the National Geodetic Survey in February 2003..
 DF4048.The coordinates are valid at the epoch date displayed above.
 DF4048.The epoch date for horizontal control is a decimal equivalence
 DF4048.of Year/Month/Day.
 DF4048
 DF4048
 DF4048.The PID for the CORS L1 Phase Center is DF9327.
 DF4048
 DF4048.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4048
 DF4048.The ellipsoidal height was determined by GPS observations
 DF4048.and is referenced to NAD 83.
 DF4048
 DF4048.The geoid height was determined by GEOID03.
 DF4048
 DF4048;                    North         East     Units Scale Factor Converg.
 DF4048;SPC OH S     -    93,742.541   619,289.825   MT  0.99998005   +0 08 27.6
 DF4048
 DF4048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4048!SPC OH S     -   0.99997341  x   0.99998005  =   0.99995346
 DF4048
 DF4048                          SUPERSEDED SURVEY CONTROL
 DF4048
 DF4048.No superseded survey control is available for this station.
 DF4048
 DF4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD8910900264(NAD 83)
 DF4048_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4048
 DF4048                          STATION DESCRIPTION
 DF4048
 DF4048'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF4048'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4048'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4048'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4048'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4048'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF9327 ***********************************************************************
 DF9327  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9327  DESIGNATION -  GALLIPOLIS CORS L1 PHASE CENTER
 DF9327  CORS_ID     -  GALP
 DF9327  PID         -  DF9327
 DF9327  STATE/COUNTY-  OH/GALLIA
 DF9327  USGS QUAD   -  RODNEY (1983)
 DF9327
 DF9327                         *CURRENT SURVEY CONTROL
 DF9327  ___________________________________________________________________
 DF9327* NAD 83(CORS)-  38 50 39.14899(N)    082 16 40.09221(W)     ADJUSTED  
 DF9327* NAVD 88     -                                                        
 DF9327  ___________________________________________________________________
 DF9327  EPOCH DATE  -        2002.00
 DF9327  X           -     668,400.519 (meters)                     COMP
 DF9327  Y           -  -4,929,214.235 (meters)                     COMP
 DF9327  Z           -   3,978,967.815 (meters)                     COMP
 DF9327  ELLIP HEIGHT-         169.61  (meters)          (02/??/03) GPS OBS
 DF9327  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DF9327
 DF9327  HORZ ORDER  -  SPECIAL (CORS)
 DF9327  ELLP ORDER  -  SPECIAL (CORS)
 DF9327
 DF9327.ITRF positions are available for this station.
 DF9327.The coordinates were established by GPS observations
 DF9327.and adjusted by the National Geodetic Survey in February 2003..
 DF9327.The coordinates are valid at the epoch date displayed above.
 DF9327.The epoch date for horizontal control is a decimal equivalence
 DF9327.of Year/Month/Day.
 DF9327
 DF9327
 DF9327.The PID for the CORS ARP is DF4048.
 DF9327
 DF9327.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9327
 DF9327.The ellipsoidal height was determined by GPS observations
 DF9327.and is referenced to NAD 83.
 DF9327
 DF9327.The geoid height was determined by GEOID03.
 DF9327
 DF9327;                    North         East     Units Scale Factor Converg.
 DF9327;SPC OH S     -    93,742.542   619,289.827   MT  0.99998005   +0 08 27.6
 DF9327
 DF9327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9327!SPC OH S     -   0.99997339  x   0.99998005  =   0.99995344
 DF9327
 DF9327                          SUPERSEDED SURVEY CONTROL
 DF9327
 DF9327.No superseded survey control is available for this station.
 DF9327
 DF9327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD8910900264(NAD 83)
 DF9327_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF9327
 DF9327                          STATION DESCRIPTION
 DF9327
 DF9327'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF9327'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9327'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9327'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9327'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9327'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2206 ***********************************************************************
 HY2206  DESIGNATION -  GALLIPOLIS MEDICAL RAD MAST
 HY2206  PID         -  HY2206
 HY2206  STATE/COUNTY-  OH/GALLIA
 HY2206  USGS QUAD   -  GALLIPOLIS (1983)
 HY2206
 HY2206                         *CURRENT SURVEY CONTROL
 HY2206  ___________________________________________________________________
 HY2206* NAD 83(1995)-  38 50 53.42351(N)    082 14 18.41879(W)     ADJUSTED  
 HY2206* NAVD 88     -                                                        
 HY2206  ___________________________________________________________________
 HY2206  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HY2206  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 HY2206
 HY2206  HORZ ORDER  -  THIRD
 HY2206
 HY2206.The horizontal coordinates were established by classical geodetic methods
 HY2206.and adjusted by the National Geodetic Survey in April 1998..
 HY2206
 HY2206
 HY2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2206
 HY2206.The geoid height was determined by GEOID03.
 HY2206
 HY2206;                    North         East     Units Scale Factor Converg.
 HY2206;SPC OH S     -    94,191.863   622,705.007   MT  0.99997941   +0 09 57.5
 HY2206;SPC WV S     -   205,852.073   492,492.645   MT  0.99999270   -0 45 56.2
 HY2206;UTM  17      - 4,300,657.034   392,529.862   MT  0.99974222   -0 46 36.9
 HY2206
 HY2206                          SUPERSEDED SURVEY CONTROL
 HY2206
 HY2206  NAD 83(1995)-  38 50 53.42809(N)    082 14 18.42557(W) AD(       ) 4
 HY2206  NAD 83(1986)-  38 50 53.43211(N)    082 14 18.42297(W) AD(       ) 4
 HY2206  NAD 27      -  38 50 53.14439(N)    082 14 18.89705(W) AD(       ) 3
 HY2206
 HY2206.Superseded values are not recommended for survey control.
 HY2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2206.See file dsdata.txt to determine how the superseded data were derived.
 HY2206
 HY2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9253000657(NAD 83)
 HY2206_MARKER: 42 = RADIO/TV MAST
 HY2206
 HY2206  HISTORY     - Date     Condition        Report By
 HY2206  HISTORY     - 1976     FIRST OBSERVED   NGS
 HY2206
 HY2206                          STATION DESCRIPTION
 HY2206
 HY2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2206'THE STATION, GALLIPOLIS SOUTHEAST OHIO EMERGENCY MEDICAL SERVICE
 HY2206'RADIO MAST, IS THE LIGHT ATOP A TRIANGULAR STEEL, GUYED, MAST
 HY2206'THAT IS PAINTED RED AND WHITE AND HAS 3 FANS MOUNTED NEAR THE
 HY2206'TOP.  IT ALSO HAS TWO ANTENNAS THAT PROJECT ABOVE THE TOP OF THE
 HY2206'MAST.  THE MAST IS 340 FEET TALL, HOWEVER, IT IS 355 FEET TO THE
 HY2206'TIP OF THE ANTENNAS.
 HY2206'
 HY2206'THE STATION IS OWNED BY THE SOUTHEAST OHIO EMERGENCY MEDICAL
 HY2206'SERVICE, POST OFFICE BOX 805, GALLIPOLIS, OHIO, 45631.
 HY2206'
 HY2206'THE STATION IS 0.15 MILE NORTHWEST OF THE JUNCTION OF U.S.
 HY2206'HIGHWAY 35 AND STATE HIGHWAY 160 AND AT THE HOLZER MEDICAL
 HY2206'CENTER OF GALLIPOLIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2204 ***********************************************************************
 HY2204  DESIGNATION -  GALLIPOLIS OH POLICE MAST
 HY2204  PID         -  HY2204
 HY2204  STATE/COUNTY-  OH/GALLIA
 HY2204  USGS QUAD   -  GALLIPOLIS (1983)
 HY2204
 HY2204                         *CURRENT SURVEY CONTROL
 HY2204  ___________________________________________________________________
 HY2204* NAD 83(1995)-  38 48 11.53918(N)    082 13 06.46766(W)     ADJUSTED  
 HY2204* NAVD 88     -                                                        
 HY2204  ___________________________________________________________________
 HY2204  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 HY2204  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HY2204
 HY2204  HORZ ORDER  -  THIRD
 HY2204
 HY2204.The horizontal coordinates were established by classical geodetic methods
 HY2204.and adjusted by the National Geodetic Survey in April 1998..
 HY2204
 HY2204
 HY2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2204
 HY2204.The geoid height was determined by GEOID03.
 HY2204
 HY2204;                    North         East     Units Scale Factor Converg.
 HY2204;SPC OH S     -    89,205.209   624,455.574   MT  0.99998700   +0 10 43.1
 HY2204;SPC WV S     -   200,837.587   494,161.901   MT  0.99998391   -0 45 11.7
 HY2204;UTM  17      - 4,295,643.477   394,197.756   MT  0.99973784   -0 45 49.0
 HY2204
 HY2204                          SUPERSEDED SURVEY CONTROL
 HY2204
 HY2204  NAD 83(1995)-  38 48 11.54393(N)    082 13 06.47421(W) AD(       ) 4
 HY2204  NAD 83(1986)-  38 48 11.54849(N)    082 13 06.47341(W) AD(       ) 4
 HY2204  NAD 27      -  38 48 11.25573(N)    082 13 06.94454(W) AD(       ) 3
 HY2204
 HY2204.Superseded values are not recommended for survey control.
 HY2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2204.See file dsdata.txt to determine how the superseded data were derived.
 HY2204
 HY2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9419895643(NAD 83)
 HY2204_MARKER: 42 = RADIO/TV MAST
 HY2204
 HY2204  HISTORY     - Date     Condition        Report By
 HY2204  HISTORY     - 1976     FIRST OBSERVED   NGS
 HY2204
 HY2204                          STATION DESCRIPTION
 HY2204
 HY2204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2204'THE STATION, GALLIPOLIS OHIO STATE POLICE RADIO MAST, IS THE
 HY2204'TOP CENTER OF A SELF-SUPPORTING PIPE MAST THAT IS PAINTED ORANGE
 HY2204'AND WHITE.  IT IS ABOUT 115 FEET TALL AND IS IN THE SOUTHWEST
 HY2204'PART OF GALLIPOLIS AND ON THE NORTH END OF FORTIFICATION HILL.
 HY2204'
 HY2204'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 141 IN
 HY2204'GALLIPOLIS, GO WESTERLY ON HIGHWAY 141 FOR 0.7 MILE TO TWO SIDE
 HY2204'ROADS ON THE LEFT.  TURN LEFT ON THE EASTERLY ONE OF THE ROADS
 HY2204'AND GO SOUTH AND EAST, UPHILL, FOR 0.4 MILE TO A T-ROAD IN A
 HY2204'CEMETERY.  TURN LEFT AND GO NORTHERLY ON A SURFACED ROAD FOR 0.4
 HY2204'MILE TO THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2205 ***********************************************************************
 HY2205  DESIGNATION -  GALLIPOLIS TEL CO MICROWAVE
 HY2205  PID         -  HY2205
 HY2205  STATE/COUNTY-  OH/GALLIA
 HY2205  USGS QUAD   -  GALLIPOLIS (1983)
 HY2205
 HY2205                         *CURRENT SURVEY CONTROL
 HY2205  ___________________________________________________________________
 HY2205* NAD 83(1995)-  38 48 16.39650(N)    082 13 53.12356(W)     ADJUSTED  
 HY2205* NAVD 88     -                                                        
 HY2205  ___________________________________________________________________
 HY2205  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 HY2205  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HY2205
 HY2205  HORZ ORDER  -  THIRD
 HY2205
 HY2205.The horizontal coordinates were established by classical geodetic methods
 HY2205.and adjusted by the National Geodetic Survey in April 1998..
 HY2205
 HY2205
 HY2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2205
 HY2205.The geoid height was determined by GEOID03.
 HY2205
 HY2205;                    North         East     Units Scale Factor Converg.
 HY2205;SPC OH S     -    89,351.560   623,329.369   MT  0.99998676   +0 10 13.5
 HY2205;SPC WV S     -   201,002.233   493,038.229   MT  0.99998417   -0 45 40.5
 HY2205;UTM  17      - 4,295,808.287   393,074.388   MT  0.99974079   -0 46 18.3
 HY2205
 HY2205                          SUPERSEDED SURVEY CONTROL
 HY2205
 HY2205  NAD 83(1995)-  38 48 16.40124(N)    082 13 53.13014(W) AD(       ) 4
 HY2205  NAD 83(1986)-  38 48 16.40624(N)    082 13 53.13009(W) AD(       ) 4
 HY2205  NAD 27      -  38 48 16.11330(N)    082 13 53.59911(W) AD(       ) 3
 HY2205
 HY2205.Superseded values are not recommended for survey control.
 HY2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2205.See file dsdata.txt to determine how the superseded data were derived.
 HY2205
 HY2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC9307495808(NAD 83)
 HY2205_MARKER: 45 = MICROWAVE TOWER
 HY2205
 HY2205  HISTORY     - Date     Condition        Report By
 HY2205  HISTORY     - 1976     FIRST OBSERVED   NGS
 HY2205
 HY2205                          STATION DESCRIPTION
 HY2205
 HY2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2205'THE STATION, GALLIPOLIS BELL TELEPHONE MICROWAVE TOWER, IS THE
 HY2205'TOP CENTER OF A FOUR LEGGED, SELF SUPPORTING, LIGHTED MAST.
 HY2205'THE MAST IS PAINTED ORANGE AND WHITE, IS CIRCULAR AT THE TOP
 HY2205'AND HAS ONE LARGE DISH ANTENNA MOUNTED NEAR THE TOP.  IT IS 220
 HY2205'FEET TALL AND IS AT THE SOUTHWEST EDGE OF GALLIPOLIS.
 HY2205'
 HY2205'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 7 AND 141 IN
 HY2205'GALLIPOLIS, GO WESTERLY ON HIGHWAY 141 FOR 1.05 MILES TO A SIDE
 HY2205'ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE
 HY2205'STATION AT THE TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3229 ***********************************************************************
 KY3229  DESIGNATION -  GALLOWAY
 KY3229  PID         -  KY3229
 KY3229  STATE/COUNTY-  OH/BELMONT
 KY3229  USGS QUAD   -  ST CLAIRSVILLE (1985)
 KY3229
 KY3229                         *CURRENT SURVEY CONTROL
 KY3229  ___________________________________________________________________
 KY3229* NAD 83(1995)-  40 00 41.24263(N)    080 58 16.05746(W)     ADJUSTED  
 KY3229* NAVD 88     -       425.     (meters)    1394.     (feet)  SCALED    
 KY3229  ___________________________________________________________________
 KY3229  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 KY3229  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY3229
 KY3229  HORZ ORDER  -  SECOND
 KY3229
 KY3229.The horizontal coordinates were established by classical geodetic methods
 KY3229.and adjusted by the National Geodetic Survey in April 1998..
 KY3229
 KY3229.The orthometric height was scaled from a topographic map.
 KY3229
 KY3229.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3229
 KY3229.The geoid height was determined by GEOID03.
 KY3229
 KY3229;                    North         East     Units Scale Factor Converg.
 KY3229;SPC OH S     -   224,409.989   730,527.743   MT  0.99999575   +0 58 12.4
 KY3229;UTM  17      - 4,429,029.155   502,464.173   MT  0.99960007   +0 01 06.8
 KY3229
 KY3229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3229!SPC OH S     -   0.99993867  x   0.99999575  =   0.99993442
 KY3229!UTM  17      -   0.99993867  x   0.99960007  =   0.99953876
 KY3229
 KY3229:                Primary Azimuth Mark                     Grid Az
 KY3229:SPC OH S     -  ST CLAIRSVILLE BERRY STANDPIPE           016 00 18.8
 KY3229:UTM  17      -  ST CLAIRSVILLE BERRY STANDPIPE           016 57 24.4
 KY3229
 KY3229|---------------------------------------------------------------------|
 KY3229| PID    Reference Object                     Distance      Geod. Az  |
 KY3229|                                                           dddmmss.s |
 KY3229| KY3223 ST CLAIRSVILLE BERRY STANDPIPE      APPROX. 7.4 KM 0165831.2 |
 KY3229| KY3224 ST CLAIRSVILLE KQC 437 MAST         APPROX. 8.3 KM 0184922.1 |
 KY3229| KY3205 HARRISVILLE TRI CO STANDPIPE        APPROX.19.9 KM 0282412.6 |
 KY3229| KY3225 ST CLAIRSVILLE COURTHOUSE TWR       APPROX. 9.7 KM 0374859.3 |
 KY3229| KY3226 ST CLAIRSVILLE MUNICIPAL TANK       APPROX. 9.8 KM 0375619.6 |
 KY3229| KY3218 ST CLAIRSVILLE DIST 2 SPIPE         APPROX.11.4 KM 0514350.1 |
 KY3229| KY3216 ST CLAIRSVILLE KAU 308 MAST         APPROX.11.6 KM 0543032.3 |
 KY3229| CX4551 GALLOWAY RM 1                        10.661 METERS 09359     |
 KY3229| JX2043 MYERS                               APPROX.14.0 KM 0965640.7 |
 KY3229| AB3479 GALLOWAY RM 3 RESET                  11.406 METERS 19552     |
 KY3229|---------------------------------------------------------------------|
 KY3229
 KY3229                          SUPERSEDED SURVEY CONTROL
 KY3229
 KY3229  NAD 83(1986)-  40 00 41.25476(N)    080 58 16.06434(W) AD(       ) 2
 KY3229  NAD 27      -  40 00 40.99730(N)    080 58 16.72080(W) AD(       ) 2
 KY3229
 KY3229.Superseded values are not recommended for survey control.
 KY3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3229.See file dsdata.txt to determine how the superseded data were derived.
 KY3229
 KY3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0246429029(NAD 83)
 KY3229_MARKER: DS = TRIANGULATION STATION DISK
 KY3229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3229_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3229_STAMPING: GALLOWAY 1963
 KY3229_MARK LOGO: CGS   
 KY3229_PROJECTION: FLUSH
 KY3229
 KY3229  HISTORY     - Date     Condition        Report By
 KY3229  HISTORY     - 1963     MONUMENTED       CGS
 KY3229  HISTORY     - 1969     GOOD             CGS
 KY3229
 KY3229                          STATION DESCRIPTION
 KY3229
 KY3229'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3229'THE STATION IS LOCATED ABOUT 12 MILES WEST OF BELLAIRE, ABOUT 6
 KY3229'MILES SOUTHWEST OF ST. CLAIRSVILLE, ABOUT 4 MILES SOUTHEAST OF
 KY3229'BELMONT, ABOUT 2-1/2 MILES NORTH OF CENTERVILLE, IN SEC. 29, R. 4
 KY3229'W., T. 6 N., AND ON THE PROPERTY OF MR. J. BARETT.  IT IS LOCATED
 KY3229'AT THE TOP OF A KNOLL IN A PASTURE, 204 FEET SOUTHEAST OF THE
 KY3229'CENTERLINE OF A TRACK ROAD, 188 FEET SOUTHEAST OF A 30 INCH CHERRY
 KY3229'TREE, 187 FEET SOUTH OF A 20 INCH CHERRY TREE, 35 FEET WEST
 KY3229'OF A WIRE FENCE, AND A WITNESS POST.  THE MONUMENT IS FLUSH AND
 KY3229'THE DISK IS STAMPED GALLOWAY 1963.
 KY3229'
 KY3229'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 147 IN
 KY3229'CENTERVILLE, GO NORTHWEST ON STATE HIGHWAYS 9 AND 147 FOR 0.8
 KY3229'MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND GO NORTHEASTERLY ON
 KY3229'STATE HIGHWAY 9 FOR 0.65 MILE TO A SIDE ROAD RIGHT, JUST AFTER
 KY3229'CROSSING A SMALL ONE-LANE BRIDGE.  CONTINUE
 KY3229'AHEAD NORTHERLY ON STATE HIGHWAY 9 FOR 1.35 MILES TO A CROSSROAD,
 KY3229'JUST BEFORE REACHING THE TOP OF A RIDGE. TURN LEFT AND GO
 KY3229'WESTERLY ON A GRAVELED ROAD FOR 1.0 MILE TO A DRIVEWAY ON THE
 KY3229'LEFT.  CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR 0.4
 KY3229'MILE TO A DRIVEWAY ON THE RIGHT.  TURN SHARP RIGHT AND GO
 KY3229'SOUTHEAST ON THE DRIVEWAY FOR ABOUT 200 FEET TO A FARM HOUSE ON
 KY3229'THE RIGHT AND A BOARD GATE ON THE LEFT.  TURN LEFT PASSING THROUGH
 KY3229'THE BOARD GATE AND GO NORTH AND EAST ON A TRACK ROAD
 KY3229'IN A PASTURE FOR 0.2 MILE TO A GATE AT THE WEST END OF A CORRAL.
 KY3229'CONTINUE AHEAD THROUGH THE CORRAL FOR 0.15 MILE TO 2 LARGE CHERRY
 KY3229'TREES ON THE RIGHT AND THE STATION ON THE RIGHT AT
 KY3229'THE TOP OF A SMALL KNOLL.
 KY3229'
 KY3229'REFERENCE MARK 1 IS 2 FEET SOUTH OF THE WITNESS POST, AND 1 FOOT
 KY3229'WEST OF THE WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 KY3229'DISK IS STAMPED GALLOWAY NO 1 1963.
 KY3229'
 KY3229'GALLOWAY (USGS), IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 KY3229'DISK STAMPED 1399 FEET ELEVATION, SET IN THE TOP OF A 6 BY 6 INCH
 KY3229'GRANITE POST THAT PROJECTS 8 INCHES ABOUT A 20 INCH
 KY3229'CIRCLE OF CONCRETE.  IT IS 58 FEET SOUTHWEST OF THE WITNESS POST,
 KY3229'47 FEET WEST OF THE WIRE FENCE, 242 FEET SOUTHEAST OF THE
 KY3229'CENTERLINE OF A TRACK ROAD, 226 FEET SOUTHEAST OF THE 30 INCH
 KY3229'CHERRY TREE, 225 FEET SOUTH OF THE 20 INCH
 KY3229'CHERRY TREE, AND A FENCE CORNER.
 KY3229'
 KY3229'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 KY3229
 KY3229                          STATION RECOVERY (1969)
 KY3229
 KY3229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KY3229'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 KY3229'FOUND IN EXCELLENT CONDITION.  TRAVERSE STATION GALLOWAY (USGS)
 KY3229'USED AS A REFERENCE MARK IN 1963 HAD BEEN
 KY3229'BROKEN OFF WITH THE SURROUNDING SURFACE AND WAS FOUND IN THE
 KY3229'POSSESSION OF THE PROPERTY OWNER MR. JOHN BARRETT.
 KY3229'
 KY3229'OUR OFFICE HAD BEEN NOTIFIED THAT THIS STATION WAS BEING
 KY3229'CONSIDERED AS THE POSSIBLE SITE FOR CONSTRUCTION OF A STANDPIPE BY
 KY3229'THE BELMONT COUNTY ENGINEERS.  THESE PLANS
 KY3229'HAVE SINCE BEEN CHANGED AND THIS STATION IS COMPLETELY SAFE.
 KY3229'
 KY3229'HORIZONTAL DISTANCE MEASUREMENTS WERE MADE FROM THE STATION TO THE
 KY3229'MARBLE MONUMENT THAT ORIGINALLY HELD THE DISK FOR GALLOWAY (USGS) AND
 KY3229'FROM REFERENCE MARK NO. 1 TO THE SAME POINT THAT AGREED WITH THE 1963
 KY3229'MEASUREMENTS.  A NEW DISK STAMPED GALLOWAY 1963 NO 3 1969 WAS THEN
 KY3229'CEMENTED IN A DRILL HOLE IN THE TOP OF THE ORIGINAL MONUMENT AND
 KY3229'CENTERED EXACTLY TO AGREE WITH THE 1963 MEASUREMENTS.  THE STATION WAS
 KY3229'THEN OCCUPIED AND THE HORIZONTAL ANGLES OBSERVED BETWEEN THE 1963
 KY3229'INTERSECTION STATION ST. CLAIRSVILLE, BERRY STANDPIPE
 KY3229'AND THE REFERENCE MARKS WITH THE FOLLOWING RESULTS.  THE 1963
 KY3229'OBSERVED ANGLE BETWEEN THE BERRY
 KY3229'STANDPIPE AND REFERENCE MARK NO. 1 WAS S 77 DEG 00 MIN 45 SEC W AS
 KY3229'OPPOSED TO S 77 DEG 01 MIN 18 SEC W OBSERVED THIS DATE, A DIFFERENCE
 KY3229'OF PLUS 33 SEC AND THE 1963 OBSERVED ANGLE OF N 01 DEG 18 MIN
 KY3229'48 SEC W FOR GALLOWAY (USGS) AS OPPOSED TO N 01 DEG 19 MIN 06 SEC W
 KY3229'OBSERVED THIS DATE, A DIFFERENCE OF 18 SEC, BOTH OF WHICH ARE WELL
 KY3229'WITHIN THE ALLOWABLE ERROR.  WITH THESE ANGLE CHECKS AND FLAT
 KY3229'CHECKS ON THE HORIZONTAL DISTANCE MEASUREMENTS BETWEEN ALL MARKS,
 KY3229'IT IS ASSUMED THAT THE NEW MARK
 KY3229'SHOULD SATISFY THE ORIGINAL POSITION OF THE OLD TRAVERSE STATION.
 KY3229'
 KY3229'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KY3229'
 KY3229'THE STATION IS LOCATED ABOUT 12 MILES WEST OF BELLAIRE, 6 MILES
 KY3229'SOUTHWEST OF ST. CLAIRSVILLE, 4 MILES SOUTHEAST OF BELMONT, AND 2-1/2
 KY3229'MILES NORTH OF CENTERVILLE, ON THE TOP OF A HIGH, PROMINENT, GRASSY
 KY3229'KNOLL IN PASTURE LAND OWNED BY MR. JOHN BARRETT.
 KY3229'
 KY3229'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 9 AND STATE
 KY3229'ROUTE 147 IN CENTERVILLE, GO WESTERLY ON STATE ROUTES 9 AND 147
 KY3229'FOR 0.8 OF A MILE TO WHERE STATE ROUTE
 KY3229'9 BEARS RIGHT.  HERE BEAR RIGHT AND GO NORTHEASTERLY ON STATE
 KY3229'ROUTE 9 FOR 0.65 OF A MILE TO A T ROAD RIGHT
 KY3229'AT THE BOTTOM OF A STEEP GRADE, CONTINUE NORTHERLY ON STATE ROUTE
 KY3229'9 FOR 1.35 MILES TO A GRAVELED CROSSROAD JUST SOUTH OF THE TOP OF
 KY3229'THE GRADE. HERE TURN LEFT AND GO WESTERLY ON
 KY3229'THE GRAVELED ROAD FOR 0.7 OF A MILE TO A LARGE WOODEN GATE ON THE
 KY3229'RIGHT, TURN RIGHT, PASSING THROUGH THIS
 KY3229'WOODEN GATE AND GO NORTHERLY ACROSS OPEN PASTURE FOR ABOUT 0.2 OF
 KY3229'A MILE TO THE TOP OF THE KNOLL AND THE STATION AS DESCRIBED.
 KY3229'
 KY3229'THE STATION IS 187 FEET SOUTH OF A 16-INCH BLACK CHERRY TREE IN AN
 KY3229'EAST-WEST FENCE LINE AND 0.9 OF A FOOT EAST OF A METAL WITNESS
 KY3229'POST AND SIGN.  IT IS A STANDARD DISK SET
 KY3229'IN THE TOP OF A 12-INCH, ROUND, FLUSH CONCRETE MONUMENT AND THE
 KY3229'DISK IS STAMPED GALLOWAY 1963.
 KY3229'
 KY3229'REFERENCE MARK NO. 1 IS 191 FEET SOUTH-SOUTHEAST OF THE 16-INCH
 KY3229'BLACK CHERRY TREE IN THE EAST-WEST FENCE, 36 FEET EAST OF THE METAL
 KY3229'WITNESS POST AND SIGN, AND ABOUT ONE FOOT BELOW THE ELEVATION OF THE
 KY3229'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 KY3229'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 KY3229'GALLOWAY NO 1 1963.
 KY3229'
 KY3229'REFERENCE MARK NO. 3 IS 225 FEET SOUTH OF THE 16-INCH BLACK CHERRY
 KY3229'TREE IN THE EAST-WEST FENCE LINE, 38.4 FEET SOUTH OF THE METAL WITNESS
 KY3229'POST AND SIGN AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A
 KY3229'STANDARD DISK CEMENTED IN A DRILL HOLE IN A SIX INCH BY SIX INCH WHITE
 KY3229'MARBLE POST SET IN CONCRETE FLUSH WITH THE SURFACE OF THE GROUND
 KY3229'AND THE DISK IS STAMPED GALLOWAY 1963 NO 3 1969 NO NOTE.  THIS
 KY3229'MARK IS IN THE EXACT ORIGINAL
 KY3229'HORIZONTAL POSITION AS WAS FORMERLY MARKED BY TRAVERSE STATION
 KY3229'GALLOWAY (USGS).
 KY3229'
 KY3229'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 KY3229'REFERENCE MARK NO. 3 IS 56.80 FEET - 17.313 METERS.
 KY3229'
 KY3229'NO AZIMUTH MARK WAS EVER SET FOR THIS STATION.  TRIANGULATION
 KY3229'STATION MEYERS 1963 IS VG ON A CLEAR DAY.
 KY3229'
 KY3229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2.5 MILES
 KY3229'NORTH OF CENTERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB3479 ***********************************************************************
 AB3479  DESIGNATION -  GALLOWAY RM 3 RESET
 AB3479  PID         -  AB3479
 AB3479  STATE/COUNTY-  OH/BELMONT
 AB3479  USGS QUAD   -  ST CLAIRSVILLE (1985)
 AB3479
 AB3479                         *CURRENT SURVEY CONTROL
 AB3479  ___________________________________________________________________
 AB3479* NAD 83(1995)-  40 00 40.88690(N)    080 58 16.18897(W)     ADJUSTED  
 AB3479* NAVD 88     -       425.9    (meters)    1397.     (feet)  GPS OBS   
 AB3479  ___________________________________________________________________
 AB3479  X           -     767,740.045 (meters)                     COMP
 AB3479  Y           -  -4,831,580.413 (meters)                     COMP
 AB3479  Z           -   4,079,203.666 (meters)                     COMP
 AB3479  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AB3479  ELLIP HEIGHT-         392.16  (meters)          (10/07/05) GPS OBS
 AB3479  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AB3479
 AB3479  HORZ ORDER  -  FIRST
 AB3479  ELLP ORDER  -  FOURTH    CLASS II
 AB3479
 AB3479.The horizontal coordinates were established by GPS observations
 AB3479.and adjusted by the National Geodetic Survey in October 2005..
 AB3479
 AB3479.The orthometric height was determined by GPS observations and a
 AB3479.high-resolution geoid model.
 AB3479
 AB3479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3479
 AB3479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3479
 AB3479.The ellipsoidal height was determined by GPS observations
 AB3479.and is referenced to NAD 83.
 AB3479
 AB3479.The geoid height was determined by GEOID03.
 AB3479
 AB3479;                    North         East     Units Scale Factor Converg.
 AB3479;SPC OH S     -   224,398.966   730,524.810   MT  0.99999573   +0 58 12.3
 AB3479;UTM  17      - 4,429,018.186   502,461.058   MT  0.99960007   +0 01 06.7
 AB3479
 AB3479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3479!SPC OH S     -   0.99993848  x   0.99999573  =   0.99993421
 AB3479!UTM  17      -   0.99993848  x   0.99960007  =   0.99953858
 AB3479
 AB3479                          SUPERSEDED SURVEY CONTROL
 AB3479
 AB3479  NAD 83(1995)-  40 00 40.87898(N)    080 58 16.19002(W) AD(       ) 1
 AB3479  NAD 83(1986)-  40 00 40.89110(N)    080 58 16.19692(W) AD(       ) 1
 AB3479  NAD 83(1986)-  40 00 40.89110(N)    080 58 16.19692(W) AD(       ) 2
 AB3479
 AB3479.Superseded values are not recommended for survey control.
 AB3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3479.See file dsdata.txt to determine how the superseded data were derived.
 AB3479
 AB3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0246129018(NAD 83)
 AB3479_MARKER: DR = REFERENCE MARK DISK
 AB3479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3479_SP_SET: SET INTO TOP OF CONCRETE POST
 AB3479_STAMPING: GALLOWAY 1963 NO 3 1969
 AB3479_MARK LOGO: CGS   
 AB3479_PROJECTION: FLUSH
 AB3479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB3479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3479+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 AB3479
 AB3479  HISTORY     - Date     Condition        Report By
 AB3479  HISTORY     - 1969     MONUMENTED       CGS
 AB3479  HISTORY     - 19960606 GOOD             GEOONE
 AB3479
 AB3479                          STATION DESCRIPTION
 AB3479
 AB3479'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AB3479'THIS MARK WAS BROKEN OFF FLUSH WITH THE SURROUNDING CONCRETE AND
 AB3479'THE DISK WAS FOUND IN THE POSSESSION OF MR. JOHN BARRETT WHO OWNS THE
 AB3479'PROPERTY, AND THE DISK WAS RECOVERED.
 AB3479'
 AB3479'A C AND GS REFERENCE MARK DISK STAMPED CALLOWAY 1963 NO 3 1969 WAS
 AB3479'CEMENTED IN A DRILL HOLE IN THE ORIGINAL MARBLE POST AND SO SET AT TO
 AB3479'HAVE THE SAME HORIZONTAL DISTANCE MEASUREMENTS BETWEEN TRIANGULATION
 AB3479'STATION GALLOWAY 1963 AND THE REFERENCE MARK NO. 1 1963 AS IT HELD IN
 AB3479'1963.  STATION GALLOWAY 1963 WAS OCCUPIED AND THE ANGLE OBSERVED FROM
 AB3479'INTERSECTION STATION ST. CLAIRSVILLE, BERRY STANDPIPE 1963 TO THE
 AB3479'NEW MARK, AND THE ANGLE CHECKED THE ORIGINAL ANGLE 00 DEG 00 MIN
 AB3479'17.3 SEC.  IT IS THEREFORE ASSUMED THAT THIS MARK
 AB3479'NOW HOLDS THE SAME HORIZONTAL POSITION AS DID THE ORIGINAL USGS DISK.
 AB3479'
 AB3479'SEE DESCRIPTION FOR TRIANGULATION STATION GALLOWAY 1963.
 AB3479'
 AB3479'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 2.5 MILES
 AB3479'NORTH OF CENTERVILLE.
 AB3479
 AB3479                          STATION RECOVERY (1996)
 AB3479
 AB3479'RECOVERY NOTE BY GEOONE INCORPORATED 1996
 AB3479'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7189 ***********************************************************************
 DG7189  DESIGNATION -  GALP REF 1
 DG7189  PID         -  DG7189
 DG7189  STATE/COUNTY-  OH/GALLIA
 DG7189  USGS QUAD   -  RODNEY (1983)
 DG7189
 DG7189                         *CURRENT SURVEY CONTROL
 DG7189  ___________________________________________________________________
 DG7189* NAD 83(1995)-  38 50 39.56192(N)    082 16 40.93737(W)     ADJUSTED  
 DG7189* NAVD 88     -       200.5    (meters)     658.     (feet)  GPS OBS   
 DG7189  ___________________________________________________________________
 DG7189  X           -     668,378.954 (meters)                     COMP
 DG7189  Y           -  -4,929,206.883 (meters)                     COMP
 DG7189  Z           -   3,978,975.964 (meters)                     COMP
 DG7189  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DG7189  ELLIP HEIGHT-         166.79  (meters)          (09/23/04) GPS OBS
 DG7189  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DG7189
 DG7189  HORZ ORDER  -  B
 DG7189  ELLP ORDER  -  FOURTH    CLASS I
 DG7189
 DG7189.This is a reference station for the GALLIPOLIS
 DG7189.National Continuously Operating Reference Station (GALP).
 DG7189
 DG7189.The horizontal coordinates were established by GPS observations
 DG7189.and adjusted by the National Geodetic Survey in September 2004..
 DG7189
 DG7189.The orthometric height was determined by GPS observations and a
 DG7189.high-resolution geoid model.
 DG7189
 DG7189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7189
 DG7189.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7189
 DG7189.The ellipsoidal height was determined by GPS observations
 DG7189.and is referenced to NAD 83.
 DG7189
 DG7189.The geoid height was determined by GEOID03.
 DG7189
 DG7189;                    North         East     Units Scale Factor Converg.
 DG7189;SPC OH S     -    93,755.225   619,269.415   MT  0.99998003   +0 08 27.0
 DG7189;UTM  17      - 4,300,277.067   389,088.353   MT  0.99975148   -0 48 06.0
 DG7189
 DG7189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7189!SPC OH S     -   0.99997383  x   0.99998003  =   0.99995386
 DG7189!UTM  17      -   0.99997383  x   0.99975148  =   0.99972532
 DG7189
 DG7189                          SUPERSEDED SURVEY CONTROL
 DG7189
 DG7189.No superseded survey control is available for this station.
 DG7189
 DG7189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD8908800277(NAD 83)
 DG7189_MARKER: I = METAL ROD
 DG7189_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DG7189_STAMPING: GALP REF 1 2002
 DG7189_MARK LOGO: OHDT  
 DG7189_PROJECTION: RECESSED 5 CENTIMETERS
 DG7189_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7189+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG7189_ROD/PIPE-DEPTH:  7.3 meters
 DG7189_SLEEVE-DEPTH  :  0.9 meters
 DG7189
 DG7189  HISTORY     - Date     Condition        Report By
 DG7189  HISTORY     - 2002     MONUMENTED       OHDT
 DG7189
 DG7189                          STATION DESCRIPTION
 DG7189
 DG7189'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 2002 (JAS)
 DG7189'THE STATION IS LOCATED AT THE OHIO DEPARTMENT OF TRANSPORTATION GALLIA
 DG7189'COUNTY GARAGE.    TO REACH FROM THE INTERSECTION OF STATE ROUTE 160
 DG7189'AND US HIGHWAY 35, ABOUT 3 MI  NORTHWEST OF GALLIPOLIS, GO SOUTH FOR
 DG7189'0.2 MI ON ROUTE 160 TO COUNTY ROAD 35 (JACKSON  PIKE/OLD ROUTE 35),
 DG7189'TURN RIGHT, WEST ON COUNTY ROAD 35 FOR 2.0 MILES (3.2 KM) TO THE ODOT
 DG7189'GARAGE ON LEFT (SOUTH).  CONTINUE UP ACCESS DRIVE TO TOP OF HILL AND
 DG7189'STATION, NORTHEAST  OF THE GARAGE.
 DG7189' 
 DG7189'STATION IS 60 FEET NORTH OF THE PARKING LOT, 57 FEET NORTH OF A LIGHT
 DG7189'POLE, AND 77.5 FEET  WEST OF THE CORS MONUMENT (CONCRETE OBELISK).
 DG7189'STATION IS A STAINLESS STEEL ROD IN  GREASED SLEEVE DRIVEN TO REFUSAL.
 DG7189'ACCESS TO MARK IS THROUGH 6 INCH LOGO CAP STAMPED  ---GALP REF 1
 DG7189'2002---.  NOTE--THIS IS A CORS SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1872 ***********************************************************************
 KZ1872  DESIGNATION -  GAMBIER KENYON COL PIERCE HALL
 KZ1872  PID         -  KZ1872
 KZ1872  STATE/COUNTY-  OH/KNOX
 KZ1872  USGS QUAD   -  HUNT (1984)
 KZ1872
 KZ1872                         *CURRENT SURVEY CONTROL
 KZ1872  ___________________________________________________________________
 KZ1872* NAD 83(1995)-  40 22 25.48051(N)    082 23 44.89514(W)     ADJUSTED  
 KZ1872* NAVD 88     -                                                        
 KZ1872  ___________________________________________________________________
 KZ1872  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 KZ1872  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KZ1872
 KZ1872  HORZ ORDER  -  THIRD
 KZ1872
 KZ1872.The horizontal coordinates were established by classical geodetic methods
 KZ1872.and adjusted by the National Geodetic Survey in April 1998..
 KZ1872
 KZ1872
 KZ1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1872
 KZ1872.The geoid height was determined by GEOID03.
 KZ1872
 KZ1872;                    North         East     Units Scale Factor Converg.
 KZ1872;SPC OH N     -    78,524.412   608,849.085   MT  1.00001195   +0 04 06.4
 KZ1872;UTM  17      - 4,470,175.618   381,504.778   MT  0.99977284   -0 54 15.4
 KZ1872
 KZ1872                          SUPERSEDED SURVEY CONTROL
 KZ1872
 KZ1872  NAD 83(1986)-  40 22 25.48780(N)    082 23 44.90120(W) AD(       ) 4
 KZ1872  NAD 27      -  40 22 25.24500(N)    082 23 45.32500(W) AD(       ) 3
 KZ1872
 KZ1872.Superseded values are not recommended for survey control.
 KZ1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1872.See file dsdata.txt to determine how the superseded data were derived.
 KZ1872
 KZ1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8150570176(NAD 83)
 KZ1872_MARKER: 86 = CUPOLA
 KZ1872
 KZ1872  HISTORY     - Date     Condition        Report By
 KZ1872  HISTORY     - 1933     FIRST OBSERVED   CGS
 KZ1872
 KZ1872                          STATION DESCRIPTION
 KZ1872
 KZ1872'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1875 ***********************************************************************
 KZ1875  DESIGNATION -  GAMBIER ME CHURCH SPIRE
 KZ1875  PID         -  KZ1875
 KZ1875  STATE/COUNTY-  OH/KNOX
 KZ1875  USGS QUAD   -  MT VERNON (1982)
 KZ1875
 KZ1875                         *CURRENT SURVEY CONTROL
 KZ1875  ___________________________________________________________________
 KZ1875* NAD 83(1995)-  40 22 32.44774(N)    082 23 42.33218(W)     ADJUSTED  
 KZ1875* NAVD 88     -                                                        
 KZ1875  ___________________________________________________________________
 KZ1875  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 KZ1875  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KZ1875
 KZ1875  HORZ ORDER  -  THIRD
 KZ1875
 KZ1875.The horizontal coordinates were established by classical geodetic methods
 KZ1875.and adjusted by the National Geodetic Survey in April 1998..
 KZ1875
 KZ1875
 KZ1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1875
 KZ1875.The geoid height was determined by GEOID03.
 KZ1875
 KZ1875;                    North         East     Units Scale Factor Converg.
 KZ1875;SPC OH N     -    78,739.391   608,909.289   MT  1.00001154   +0 04 08.1
 KZ1875;UTM  17      - 4,470,389.492   381,568.608   MT  0.99977265   -0 54 13.8
 KZ1875
 KZ1875                          SUPERSEDED SURVEY CONTROL
 KZ1875
 KZ1875  NAD 83(1986)-  40 22 32.45516(N)    082 23 42.33833(W) AD(       ) 4
 KZ1875  NAD 27      -  40 22 32.21000(N)    082 23 42.76000(W) AD(       ) 3
 KZ1875
 KZ1875.Superseded values are not recommended for survey control.
 KZ1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1875.See file dsdata.txt to determine how the superseded data were derived.
 KZ1875
 KZ1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8156970389(NAD 83)
 KZ1875_MARKER: 90 = CHURCH SPIRE
 KZ1875
 KZ1875  HISTORY     - Date     Condition        Report By
 KZ1875  HISTORY     - 1933     FIRST OBSERVED   CGS
 KZ1875
 KZ1875                          STATION DESCRIPTION
 KZ1875
 KZ1875'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1910 ***********************************************************************
 KZ1910  DESIGNATION -  GANGES
 KZ1910  PID         -  KZ1910
 KZ1910  STATE/COUNTY-  OH/RICHLAND
 KZ1910  USGS QUAD   -  SHILOH (1981)
 KZ1910
 KZ1910                         *CURRENT SURVEY CONTROL
 KZ1910  ___________________________________________________________________
 KZ1910* NAD 83(1995)-  40 53 14.32605(N)    082 35 41.43362(W)     ADJUSTED  
 KZ1910* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 KZ1910  ___________________________________________________________________
 KZ1910  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 KZ1910  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KZ1910
 KZ1910  HORZ ORDER  -  FIRST
 KZ1910
 KZ1910.The horizontal coordinates were established by classical geodetic methods
 KZ1910.and adjusted by the National Geodetic Survey in April 1998..
 KZ1910
 KZ1910.The orthometric height was scaled from a topographic map.
 KZ1910
 KZ1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1910
 KZ1910.The geoid height was determined by GEOID03.
 KZ1910
 KZ1910;                    North         East     Units Scale Factor Converg.
 KZ1910;SPC OH N     -   135,551.932   592,007.268   MT  0.99994407   -0 03 44.3
 KZ1910;UTM  17      - 4,527,472.035   365,640.591   MT  0.99982219   -1 02 38.8
 KZ1910
 KZ1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1910!SPC OH N     -   0.99994969  x   0.99994407  =   0.99989376
 KZ1910!UTM  17      -   0.99994969  x   0.99982219  =   0.99977189
 KZ1910
 KZ1910|---------------------------------------------------------------------|
 KZ1910| PID    Reference Object                     Distance      Geod. Az  |
 KZ1910|                                                           dddmmss.s |
 KZ1910| CE6611 GANGES RM 1                          32.261 METERS 06741     |
 KZ1910| CE6610 GANGES AZ MK                                       2464139.6 |
 KZ1910| CE6612 GANGES RM 2                          36.916 METERS 33501     |
 KZ1910|---------------------------------------------------------------------|
 KZ1910
 KZ1910                          SUPERSEDED SURVEY CONTROL
 KZ1910
 KZ1910  NAD 83(1986)-  40 53 14.33143(N)    082 35 41.44505(W) AD(       ) 1
 KZ1910  NAD 27      -  40 53 14.12900(N)    082 35 41.82186(W) AD(       ) 1
 KZ1910
 KZ1910.Superseded values are not recommended for survey control.
 KZ1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1910.See file dsdata.txt to determine how the superseded data were derived.
 KZ1910
 KZ1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF6564127472(NAD 83)
 KZ1910_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1910+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 KZ1910
 KZ1910  HISTORY     - Date     Condition        Report By
 KZ1910  HISTORY     - 1959     MONUMENTED       CGS
 KZ1910  HISTORY     - 1971     GOOD             OHHD
 KZ1910  HISTORY     - 20050915 GOOD             USPSQD
 KZ1910
 KZ1910                          STATION DESCRIPTION
 KZ1910
 KZ1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1910'THE STATION IS ON A BARE KNOLL ABOUT 125 YARDS SOUTH OF THE RESIDENCE
 KZ1910'OF MR. RAY E. LASER, 3.5
 KZ1910'MILES EAST OF SHELBY, 2.0 MILES SOUTHWEST OF GANGES AND 0.15 MILE
 KZ1910'NORTH OF STATE HIGHWAY 96.
 KZ1910'
 KZ1910'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 96 AND 39 IN
 KZ1910'SHELBY, GO EAST ON HIGHWAY
 KZ1910'96 FOR 3.0 MILES TO A CURVE IN THE ROAD AND THE AZIMUTH MARK ON THE
 KZ1910'RIGHT NEAR THE NORTHEAST CORNER OF
 KZ1910'A LARGE RED BARN.  CONTINUE EAST ON HIGHWAY 96 FOR
 KZ1910'0.35 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON
 KZ1910'THE BLACKTOP ROAD FOR 0.15 MILE
 KZ1910'TO THE STATION ON TOP OF A HILL ON THE RIGHT.
 KZ1910'
 KZ1910'STATION MARKS ARE STANDARD DISKS STAMPED GANGES 1959.  THE SURFACE
 KZ1910'DISK IS SET IN A SQUARE
 KZ1910'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 111 FEET
 KZ1910'SOUTH OF A LARGE THREE-TRUNK
 KZ1910'WALNUT TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KZ1910'CONCRETE 28 INCHES BELOW THE SURFACE
 KZ1910'OF THE GROUND.
 KZ1910'
 KZ1910'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GANGES NO 1 1959, IS
 KZ1910'SET IN A SQUARE CONCRETE
 KZ1910'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 10 FEET SOUTH OF A
 KZ1910'20-INCH ASH TREE AND 9.5 FEET WEST
 KZ1910'OF A 14-INCH TREE IN THE FENCE CORNER.
 KZ1910'
 KZ1910'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GANGES NO 2 1959, IS
 KZ1910'SET IN A SQUARE CONCRETE
 KZ1910'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ON A SMALL KNOLL
 KZ1910'10 FEET LOWER IN ELEVATION THAN
 KZ1910'THE STATION MARK, 34.5 FEET WEST OF THE THREE-TRUNK
 KZ1910'WALNUT TREE.
 KZ1910'
 KZ1910'AZIMUTH MARK, A STANDARD DISK STAMPED GANGES 1959, IS SET IN A SQUARE
 KZ1910'CONCRETE POST WHICH
 KZ1910'PROJECTS 4 INCHES.  IT IS 24.5 FEET SOUTH OF THE CENTERLINE OF
 KZ1910'HIGHWAY 96, 6 FEET NORTHWEST OF
 KZ1910'THE NORTHEAST CORNER OF THE RED BARN AND 2 FEET NORTH OF A TELEPHONE
 KZ1910'POLE.  A STANDARD METAL WITNESS POST
 KZ1910'WAS SET 2.2 FEET SOUTHWEST OF THE MARK.
 KZ1910'
 KZ1910'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KZ1910
 KZ1910                          STATION RECOVERY (1971)
 KZ1910
 KZ1910'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1910'GANGES 1959 RECOVERED GOOD - SET STEEL WITNESS POST.
 KZ1910'
 KZ1910'GANGES NO. 1-1959 RECOVERED GOOD - NO WITNESS.
 KZ1910'
 KZ1910'GANGES NO. 2-1959 RECOVERED GOOD - NO WITNESS.
 KZ1910'
 KZ1910'AZI. GANGES 1959 RECOVERED GOOD - HAS WITNESS.
 KZ1910'
 KZ1910'DESCRIPTION VERY ACCURATE.
 KZ1910'
 KZ1910'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES + OR - E. OF
 KZ1910'SHELBY.
 KZ1910
 KZ1910                          STATION RECOVERY (2005)
 KZ1910
 KZ1910'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3287 ***********************************************************************
 KY3287  DESIGNATION -  GARDEN
 KY3287  PID         -  KY3287
 KY3287  STATE/COUNTY-  OH/COLUMBIANA
 KY3287  USGS QUAD   -  HANOVERTON (1994)
 KY3287
 KY3287                         *CURRENT SURVEY CONTROL
 KY3287  ___________________________________________________________________
 KY3287* NAD 83(1995)-  40 48 05.36668(N)    080 56 02.71437(W)     ADJUSTED  
 KY3287* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 KY3287  ___________________________________________________________________
 KY3287  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 KY3287  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KY3287
 KY3287  HORZ ORDER  -  SECOND
 KY3287
 KY3287.The horizontal coordinates were established by classical geodetic methods
 KY3287.and adjusted by the National Geodetic Survey in April 1998..
 KY3287
 KY3287.The orthometric height was scaled from a topographic map.
 KY3287
 KY3287.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3287
 KY3287.The geoid height was determined by GEOID03.
 KY3287
 KY3287;                    North         East     Units Scale Factor Converg.
 KY3287;SPC OH N     -   127,203.677   732,129.113   MT  0.99994988   +1 01 43.4
 KY3287;UTM  17      - 4,516,723.122   505,559.955   MT  0.99960038   +0 02 35.1
 KY3287
 KY3287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3287!SPC OH N     -   0.99994085  x   0.99994988  =   0.99989074
 KY3287!UTM  17      -   0.99994085  x   0.99960038  =   0.99954126
 KY3287
 KY3287|---------------------------------------------------------------------|
 KY3287| PID    Reference Object                     Distance      Geod. Az  |
 KY3287|                                                           dddmmss.s |
 KY3287| CX4553 GARDEN RM 1                          41.059 METERS 08606     |
 KY3287| CX4552 GARDEN AZ MK                                       0944450.5 |
 KY3287| CX4554 GARDEN RM 2                          44.928 METERS 17442     |
 KY3287| KY3284 MOUNTZ                              APPROX. 3.8 KM 3220303.4 |
 KY3287|---------------------------------------------------------------------|
 KY3287
 KY3287                          SUPERSEDED SURVEY CONTROL
 KY3287
 KY3287  NAD 83(1986)-  40 48 05.37211(N)    080 56 02.71735(W) AD(       ) 2
 KY3287  NAD 27      -  40 48 05.15800(N)    080 56 03.40400(W) AD(       ) 2
 KY3287
 KY3287.Superseded values are not recommended for survey control.
 KY3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3287.See file dsdata.txt to determine how the superseded data were derived.
 KY3287
 KY3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0556016723(NAD 83)
 KY3287_MARKER: DS = TRIANGULATION STATION DISK
 KY3287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3287
 KY3287  HISTORY     - Date     Condition        Report By
 KY3287  HISTORY     - 1950     MONUMENTED       CGS
 KY3287  HISTORY     - 1959     MARK NOT FOUND   USGS
 KY3287  HISTORY     - 1973     GOOD             LOCENG
 KY3287
 KY3287                          STATION DESCRIPTION
 KY3287
 KY3287'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3287'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHWEST OF SALEM, 3-1/2
 KY3287'MILES NORTH OF HANOVERTON AND 1/2 MILE WEST OF NEW GARDEN ON A
 KY3287'KNOLL BACK OF THE FARM HOME OF MR. CHARLES HUMPHREY.  IT IS A
 KY3287'SUB-SURFACE MARK 10 INCHES BELOW THE SURFACE, ABOUT 500 FEET NORTHWEST
 KY3287'OF THE BARN, 36 FEET WEST OF A DEAD APPLE TREE, 32 FEET SOUTHEAST
 KY3287'OF A FENCE CORNER AND 4 FEET NORTHEAST OF A WITNESS POST.  THE
 KY3287'MARK IS STAMPED GARDEN 1950.
 KY3287'
 KY3287'REFERENCE MARK NO. 1 IS FLUSH WITH THE SURFACE AND 12 FEET
 KY3287'SOUTHWEST OF A 16 INCH CHERRY TREE. THE MARK IS STAMPED GARDEN NO
 KY3287'1 1950.
 KY3287'
 KY3287'REFERENCE MARK NO. 2 IS FLUSH WITH THE SURFACE IN THE NORTHWEST
 KY3287'CORNER OF A BRUSHY AREA AND 20 FEET NORTHWEST OF A 26 INCH APPLE
 KY3287'TREE.  THE MARK IS STAMPED GARDEN NO 2 1950.
 KY3287'
 KY3287'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 KY3287'FLUSH WITH THE SURFACE, 34 FEET EAST OF THE CENTERLINE OF STATE
 KY3287'ROUTE NO 9, 55 FEET NORTH OF A FENCE CORNER, 37 FEET SOUTHWEST OF
 KY3287'A 36 INCH MAPLE TREE, 9 FEET SOUTHEAST OF POWER POLE NO 1374N -9,
 KY3287'4 FEET SOUTHWEST OF A WITNESS POST AND 3 FEET EAST OF A
 KY3287'NORTH-SOUTH FENCELINE.  THE MARK IS STAMPED GARDEN 1950.
 KY3287'
 KY3287'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE NO 9 AND
 KY3287'STATE ROUTE NO 172 IN NEW GARDEN, GO WEST ON NO 172 FOR 0.45 MILE
 KY3287'TO A DIRT LANE LEADING NORTH (RIGHT), TURN RIGHT AND GO 0.45 MILE TO
 KY3287'THE FARM HOUSE AND BARN AND THE STATION SITE AS DESCRIBED.
 KY3287'
 KY3287'TO REACH THE AZIMUTH MARK FROM THE SAME INTERSECTION IN NEW
 KY3287'GARDEN GO NORTH ON STATE ROUTE NO 9 FOR 0.4 MILE TO THE MARK ON
 KY3287'THE RIGHT.
 KY3287
 KY3287                          STATION RECOVERY (1959)
 KY3287
 KY3287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KY3287'UNABLE TO FIND EITHER THE STATION OR REFERENCE MARK 2.
 KY3287'
 KY3287'REFERENCE MARK 1 WAS FOUND AND DISTANCES MEASURED TO THE STATION.
 KY3287'AN EXCAVATION WAS MADE WITH NO RESULTS.  IF THE REFERENCE MARK AND
 KY3287'STATION ARE BOTH STILL PRESENT-IT WOULD BE A COINCIDENCE TO FIND THE
 KY3287'STATION SINCE IT IS 10 INCHES OR BETTER BELOW GROUND.
 KY3287
 KY3287                          STATION RECOVERY (1973)
 KY3287
 KY3287'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (RJ)
 KY3287'GARDEN 1950 FOUND IN EXCELLENT CONDITION 10 INCHES BELOW SURFACE.
 KY3287'
 KY3287'REFERENCE MARK NO. 2 FOUND IN EXCELLENT CONDITION.
 KY3287'
 KY3287'REFERENCE MARK NO. 1 NOT FOUND.
 KY3287'
 KY3287'AZIMUTH MARK NOT FOUND.
 KY3287'
 KY3287'LOCATION OF MARK NO. 1 NOW PLOWED FIELD TURNED ANGLE MEASURED AND
 KY3287'PROBED COULD NOT LOCATE.
 KY3287'
 KY3287'AZIMUTH MARK COULD NOT LOCATE PROPERTY OWNER SAID MARK WAS REMOVED
 KY3287'DURING DITCH WORK AND WIDENING OF STATE ROUTE 9.  NEEDS REFERENCE
 KY3287'AND AZIMUTH MARK.
 KY3287'
 KY3287'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MI NEW GARDEN, OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7190 ***********************************************************************
 DG7190  DESIGNATION -  GARF REF 1
 DG7190  PID         -  DG7190
 DG7190  STATE/COUNTY-  OH/CUYAHOGA
 DG7190  USGS QUAD   -  SHAKER HEIGHTS (1979)
 DG7190
 DG7190                         *CURRENT SURVEY CONTROL
 DG7190  ___________________________________________________________________
 DG7190* NAD 83(1995)-  41 24 44.34119(N)    081 36 55.41287(W)     ADJUSTED  
 DG7190* NAVD 88     -       271.9    (meters)     892.     (feet)  GPS OBS   
 DG7190  ___________________________________________________________________
 DG7190  X           -     698,552.684 (meters)                     COMP
 DG7190  Y           -  -4,739,399.519 (meters)                     COMP
 DG7190  Z           -   4,197,031.102 (meters)                     COMP
 DG7190  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DG7190  ELLIP HEIGHT-         237.87  (meters)          (09/23/04) GPS OBS
 DG7190  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DG7190
 DG7190  HORZ ORDER  -  B
 DG7190  ELLP ORDER  -  FOURTH    CLASS I
 DG7190
 DG7190.This is a reference station for the GARFIELD HTS
 DG7190.National Continuously Operating Reference Station (GARF).
 DG7190
 DG7190.The horizontal coordinates were established by GPS observations
 DG7190.and adjusted by the National Geodetic Survey in September 2004..
 DG7190
 DG7190.The orthometric height was determined by GPS observations and a
 DG7190.high-resolution geoid model.
 DG7190
 DG7190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7190
 DG7190.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7190
 DG7190.The ellipsoidal height was determined by GPS observations
 DG7190.and is referenced to NAD 83.
 DG7190
 DG7190.The geoid height was determined by GEOID03.
 DG7190
 DG7190;                    North         East     Units Scale Factor Converg.
 DG7190;SPC OH N     -   194,224.660   673,956.446   MT  0.99995719   +0 34 52.1
 DG7190;UTM  17      - 4,584,712.509   448,568.295   MT  0.99963255   -0 24 25.5
 DG7190
 DG7190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7190!SPC OH N     -   0.99996269  x   0.99995719  =   0.99991988
 DG7190!UTM  17      -   0.99996269  x   0.99963255  =   0.99959525
 DG7190
 DG7190                          SUPERSEDED SURVEY CONTROL
 DG7190
 DG7190.No superseded survey control is available for this station.
 DG7190
 DG7190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4856884713(NAD 83)
 DG7190_MARKER: I = METAL ROD
 DG7190_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DG7190_STAMPING: GARF REF 1 2003
 DG7190_MARK LOGO: OHDT  
 DG7190_PROJECTION: RECESSED 5 CENTIMETERS
 DG7190_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7190+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7190_ROD/PIPE-DEPTH:  3.0 meters
 DG7190_SLEEVE-DEPTH  :  0.9 meters
 DG7190
 DG7190  HISTORY     - Date     Condition        Report By
 DG7190  HISTORY     - 2003     MONUMENTED       OHDT
 DG7190
 DG7190                          STATION DESCRIPTION
 DG7190
 DG7190'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 DG7190'TO REACH FROM INTERSECTION OF INTERSTATE HIGHWAYS 77 AND 480 NEAR
 DG7190'GARFIELD HEIGHTS, GO  EAST ON INTERSTATE HIGHWAY 480 FOR 1.7 MILES TO
 DG7190'THE TRANSPORTATION BLVD EXIT AND THE  STATION, IN THE CLOVERLEAF
 DG7190'FORMED BY THE RAMP FROM NORTHBOUND TRANSPORTATION BLVD  TO WESTBOUND
 DG7190'I-480.
 DG7190' 
 DG7190'STATION IS 68 FEET EAST OF THE EAST EDGE OF TRANSPORTATION BLVD, 15
 DG7190'FEET NORTHWEST OF  AN ORNAMENTAL TREE, AND 24 FEET SOUTHWEST OF THE
 DG7190'NORTHWEST CORNER OF A FLOWER BED  ARRANGED IN THE SHAPE OF OHIO.
 DG7190' 
 DG7190'MARK IS AN ALUMINUM ROD IN A GREASED SLEEVE DRIVEN TO REFUSAL.  ACCESS
 DG7190'TO MARK IS  THROUGH A 6 INCH LOGO CAP STAMPED ---GARF REF 1 2002---.
 DG7190'NOTE--THIS IS A CORS SITE REFERENCE  MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7191 ***********************************************************************
 DG7191  DESIGNATION -  GARF REF 2
 DG7191  PID         -  DG7191
 DG7191  STATE/COUNTY-  OH/CUYAHOGA
 DG7191  USGS QUAD   -  SHAKER HEIGHTS (1979)
 DG7191
 DG7191                         *CURRENT SURVEY CONTROL
 DG7191  ___________________________________________________________________
 DG7191* NAD 83(1995)-  41 24 46.14426(N)    081 36 44.37865(W)     ADJUSTED  
 DG7191* NAVD 88     -       276.1    (meters)     906.     (feet)  GPS OBS   
 DG7191  ___________________________________________________________________
 DG7191  X           -     698,801.309 (meters)                     COMP
 DG7191  Y           -  -4,739,328.842 (meters)                     COMP
 DG7191  Z           -   4,197,075.586 (meters)                     COMP
 DG7191  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 DG7191  ELLIP HEIGHT-         242.05  (meters)          (09/23/04) GPS OBS
 DG7191  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DG7191
 DG7191  HORZ ORDER  -  B
 DG7191  ELLP ORDER  -  FOURTH    CLASS I
 DG7191
 DG7191.This is a reference station for the GARFIELD HTS
 DG7191.National Continuously Operating Reference Station (GARF).
 DG7191
 DG7191.The horizontal coordinates were established by GPS observations
 DG7191.and adjusted by the National Geodetic Survey in September 2004..
 DG7191
 DG7191.The orthometric height was determined by GPS observations and a
 DG7191.high-resolution geoid model.
 DG7191
 DG7191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7191
 DG7191.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7191
 DG7191.The ellipsoidal height was determined by GPS observations
 DG7191.and is referenced to NAD 83.
 DG7191
 DG7191.The geoid height was determined by GEOID03.
 DG7191
 DG7191;                    North         East     Units Scale Factor Converg.
 DG7191;SPC OH N     -   194,282.884   674,212.122   MT  0.99995724   +0 34 59.4
 DG7191;UTM  17      - 4,584,766.297   448,824.853   MT  0.99963223   -0 24 18.2
 DG7191
 DG7191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7191!SPC OH N     -   0.99996204  x   0.99995724  =   0.99991928
 DG7191!UTM  17      -   0.99996204  x   0.99963223  =   0.99959428
 DG7191
 DG7191                          SUPERSEDED SURVEY CONTROL
 DG7191
 DG7191.No superseded survey control is available for this station.
 DG7191
 DG7191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4882584766(NAD 83)
 DG7191_MARKER: I = METAL ROD
 DG7191_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DG7191_STAMPING: GARF REF 2 2003
 DG7191_MARK LOGO: OHDT  
 DG7191_PROJECTION: RECESSED 5 CENTIMETERS
 DG7191_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7191+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7191_ROD/PIPE-DEPTH:  3.7 meters
 DG7191_SLEEVE-DEPTH  :  0.9 meters
 DG7191
 DG7191  HISTORY     - Date     Condition        Report By
 DG7191  HISTORY     - 2003     MONUMENTED       OHDT
 DG7191
 DG7191                          STATION DESCRIPTION
 DG7191
 DG7191'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 DG7191'TO REACH FROM INTERSECTION OF INTERSTATE HIGHWAYS 77 AND 480 NEAR
 DG7191'GARFIELD HEIGHTS, GO  EAST ON INTERSTATE HIGHWAY 480 FOR 1.7 MILES TO
 DG7191'THE TRANSPORTATION BLVD EXIT.
 DG7191' 
 DG7191'THE STATION IS ON A GRASSY KNOLL JUST NORTH OF THE RAMP FROM WESTBOUND
 DG7191'I-480  TO  TRANSPORTATION BLVD, 52 FEET NORTHEAST OF A LIGHT POLE, 29
 DG7191'FEET SOUTH OF THE RIGHT OF  WAY FENCE, AND 112 FEET NORTHEAST OF THE
 DG7191'POINT OF DIVERGENCE OF THE RAMP AND THE MAIN  HIGHWAY.
 DG7191' 
 DG7191'MARK IS AN ALUMINUM ROD IN A GREASED SLEEVE DRIVEN TO REFUSAL.  ACCESS
 DG7191'TO MARK IS  THROUGH A 6 INCH LOGO CAP STAMPED ---GARF REF 2 2002---.
 DG7191'NOTE--THIS IS A CORS SITE REFERENCE  MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1054 ***********************************************************************
 KY1054  DESIGNATION -  GARFIELD
 KY1054  PID         -  KY1054
 KY1054  STATE/COUNTY-  OH/MAHONING
 KY1054  USGS QUAD   -  DAMASCUS (1994)
 KY1054
 KY1054                         *CURRENT SURVEY CONTROL
 KY1054  ___________________________________________________________________
 KY1054* NAD 83(1995)-  40 55 57.45961(N)    080 56 07.34366(W)     ADJUSTED  
 KY1054* NAVD 88     -       397.210  (meters)    1303.18   (feet)  ADJUSTED  
 KY1054  ___________________________________________________________________
 KY1054  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 KY1054  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY1054  DYNAMIC HT  -         397.022 (meters)    1302.56  (feet)  COMP
 KY1054  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 KY1054
 KY1054  HORZ ORDER  -  FIRST
 KY1054  VERT ORDER  -  FIRST     CLASS I
 KY1054
 KY1054.The horizontal coordinates were established by classical geodetic methods
 KY1054.and adjusted by the National Geodetic Survey in April 1998..
 KY1054
 KY1054.The orthometric height was determined by differential leveling
 KY1054.and adjusted by the National Geodetic Survey in June 1991..
 KY1054
 KY1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1054
 KY1054.The geoid height was determined by GEOID03.
 KY1054
 KY1054.The dynamic height is computed by dividing the NAVD 88
 KY1054.geopotential number by the normal gravity value computed on the
 KY1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1054.degrees latitude (g = 980.6199 gals.).
 KY1054
 KY1054.The modeled gravity was interpolated from observed gravity values.
 KY1054
 KY1054;                    North         East     Units Scale Factor Converg.
 KY1054;SPC OH N     -   141,761.523   731,759.391   MT  0.99994191   +1 01 40.4
 KY1054;UTM  17      - 4,531,280.148   505,440.740   MT  0.99960036   +0 02 32.4
 KY1054
 KY1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1054!SPC OH N     -   0.99994299  x   0.99994191  =   0.99988490
 KY1054!UTM  17      -   0.99994299  x   0.99960036  =   0.99954337
 KY1054
 KY1054|---------------------------------------------------------------------|
 KY1054| PID    Reference Object                     Distance      Geod. Az  |
 KY1054|                                                           dddmmss.s |
 KY1054| KY1052 GARFIELD RM 1                        23.716 METERS 03836     |
 KY1054| KY1051 GARFIELD AZ MK                                     1392740.1 |
 KY1054| KY1053 GARFIELD RM 2                        36.062 METERS 15709     |
 KY1054| KY3285 WINONA RELAY TV TOWER               APPROX. 9.6 KM 1625421.1 |
 KY1054|---------------------------------------------------------------------|
 KY1054
 KY1054                          SUPERSEDED SURVEY CONTROL
 KY1054
 KY1054  NAD 83(1986)-  40 55 57.46467(N)    080 56 07.34716(W) AD(       ) 1
 KY1054  NAD 27      -  40 55 57.25200(N)    080 56 08.02800(W) AD(       ) 1
 KY1054  NGVD 29 (??/??/92)  397.371  (m)         1303.71   (f) ADJ UNCH    1 1
 KY1054
 KY1054.Superseded values are not recommended for survey control.
 KY1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1054.See file dsdata.txt to determine how the superseded data were derived.
 KY1054
 KY1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0544131280(NAD 83)
 KY1054_MARKER: DS = TRIANGULATION STATION DISK
 KY1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1054_STAMPING: GARFIELD 1950
 KY1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1054+STABILITY: SURFACE MOTION
 KY1054
 KY1054  HISTORY     - Date     Condition        Report By
 KY1054  HISTORY     - 1950     MONUMENTED       CGS
 KY1054  HISTORY     - 1966     GOOD             CGS
 KY1054  HISTORY     - 1966     GOOD             NGS
 KY1054  HISTORY     - 1972     GOOD             LOCSUR
 KY1054  HISTORY     - 1972     GOOD             NGS
 KY1054  HISTORY     - 1974     GOOD             NGS
 KY1054  HISTORY     - 20060603 MARK NOT FOUND   GEOCAC
 KY1054
 KY1054                          STATION DESCRIPTION
 KY1054
 KY1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY1054'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF SALEM, 2 MILES
 KY1054'NORTH OF DAMASCUS, 4 MILES EAST OF SEBRING AND ON A KNOLL BETWEEN
 KY1054'STATE ROUTE NO 14 AND THE SEBRING-PINE LAKE ROAD ON THE WEST SIDE
 KY1054'OF SEACRIST ROAD.  IT IS 26.5 FEET WEST OF THE CENTERLINE OF THE
 KY1054'ROAD, 26 FEET SOUTH OF AN 18 INCH APPLE TREE, 3 FEET WEST OF A
 KY1054'WITNESS POST AND IN THE FIRST ROW OF TREES FROM THE EAST IN THE
 KY1054'ORCHARD.  THE MARK IS STAMPED GARFIELD 1950.
 KY1054'
 KY1054'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE CENTERLINE OF THE
 KY1054'ROAD, 58 FEET SOUTH OF A FENCE CORNER AND ON THE WEST EDGE OF A
 KY1054'CULTIVATED FIELD.  THE MARK PROJECTS 2 INCHES AND IS STAMPED
 KY1054'GARFIELD NO 1 1950.
 KY1054'
 KY1054'REFERENCE MARK NO. 2 IS 63 FEET NORTHEAST OF A ROAD IDENTIFICATION
 KY1054'SIGN, 21 FEET EAST OF THE CENTERLINE OF SEACRIST ROAD AND ON THE
 KY1054'WEST EDGE OF A CULTIVATED FIELD.  THE MARK IS FLUSH AND IS
 KY1054'STAMPED GARFIELD NO 2 1950.
 KY1054'
 KY1054'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 KY1054'PROJECTING 2 INCHES ABOVE THE SURFACE, 42 FEET EAST OF A TELEPHONE
 KY1054'POLE, 22 FEET WEST OF A FENCE CORNER, 17 FEET SOUTH OF THE
 KY1054'CENTERLINE OF THE SEBRING-PINE LAKE ROAD, 2 FEET SOUTHWEST OF A
 KY1054'WITNESS POST AND DIRECTLY UNDER A TELEPHONE LINE.  THE MARK IS
 KY1054'STAMPED GARFIELD 1950.
 KY1054'
 KY1054'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO 62
 KY1054'AND STATE ROUTE NO 14 IN THE WEST EDGE OF SALEM, GO NORTHWEST ON
 KY1054'STATE ROUTE NO 14 FOR 4.4 MILES TO SEACRIST ROAD THENCE LEFT FOR
 KY1054'0.4 MILE TO THE TOP OF THE GRADE AND THE STATION SITE.
 KY1054'
 KY1054'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.2 MILE
 KY1054'TO THE SEBRING-PINE LAKE ROAD, TURN RIGHT AND GO 0.1 MILE TO THE
 KY1054'MARK ON THE RIGHT AS DESCRIBED.
 KY1054
 KY1054                          STATION RECOVERY (1966)
 KY1054
 KY1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 KY1054'THE STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  THE
 KY1054'AZIMUTH MARK AND R.M. 1 ARE PROBABLY DESTROYED.  TWO CONCRETE
 KY1054'POSTS WERE RECOVERED AT THE DESCRIBED LOCATION WITH
 KY1054'DISK IMPRINT.  THE DISKS WERE NOT RECOVERED.
 KY1054'
 KY1054'THE STATION MAY BE REACHED BY GOING 3.2 MILES E ALONG THE PA. R.R.
 KY1054'FROM THE CROSSING OF STATE HWY 173 AT BELOIT, THENCE 0.45 MILE N
 KY1054'ALONG SEACRIST RD., ON THE TOP OF A RIDGE, ALONG THE
 KY1054'EAST EDGE OF A LARGE APPLE ORCHARD, 25 FEET W OF THE CENTER LINE
 KY1054'OF THE ROAD, 15 FEET N OF AN APPLE TREE, 1.1 FEET E OF A
 KY1054'METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN
 KY1054'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE LEVEL OF GROUND.
 KY1054'THE DISK STAMPED GARFIELD 1950.
 KY1054'
 KY1054'R.M. 2 IS 118.2 FEET SE OF STATION, 20 FEET E OF THE CENTER LINE
 KY1054'OF ROAD, 1 FOOT N OF A METAL WITNESS POST, SET IN THE TOP OF A
 KY1054'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 KY1054'GROUND.
 KY1054'
 KY1054'B.M. S 304 IS 42.3 FEET N OF STATION, (NO DIRECTION DETERMINED),
 KY1054'IN SECTION 20, R4W, T17N, 25 FEET W OF THE CENTER LINE OF ROAD,
 KY1054'SET IN TOP OF CONCRETE POST PROJECTING 1 INCH ABOVE
 KY1054'GROUND AND STAMPED S 304 1966.
 KY1054'
 KY1054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.6 MILES NE OF
 KY1054'BELOIT
 KY1054
 KY1054                          STATION RECOVERY (1966)
 KY1054
 KY1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KY1054'3.6 MI NE FROM BELOIT.
 KY1054'ABOUT 3.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1054'CROSSING OF STATE HIGHWAY 173 AT BELOIT, THENCE 0.45 MILE NORTH
 KY1054'ALONG SEACRIST ROAD, IN SECTION 20, R 4 W, T 17 N, ABOUT 0.15
 KY1054'MILE NORTH OF THE CROSSING OF PINE LAKE ROAD, ON THE TOP OF
 KY1054'A RIDGE, ALONG THE EAST EDGE OF A LARGE APPLE ORCHARD, BETWEEN
 KY1054'THE 11TH AND 12TH ROW OF APPLE TREES FROM THE NORTH END OF THE
 KY1054'ORCHARD, 25 FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET
 KY1054'NORTH OF THE EAST APPLE TREE OF THE 12TH ROW OF TREES, 1.1 FEET
 KY1054'EAST OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 KY1054'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 KY1054'ABOVE THE LEVEL OF THE GROUND.
 KY1054
 KY1054                          STATION RECOVERY (1972)
 KY1054
 KY1054'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 KY1054'RECOVERED BY ALLEGHENY SURVEY AND MAP
 KY1054'
 KY1054'STATION FOUND IN GOOD CONDITION.  RM 2 WAS DESTROYED, POST
 KY1054'WAS LAYING ON ITS SIDE.  RM 1 WAS NOT LOCATED AND THE AZIMUTH MARK
 KY1054'WAS DESTROYED.  RM R 304 WAS OCCUPIED AS A TRAVERSE STATION
 KY1054'AND THE CLOSING RATION WAS ONE PART IN 49,333.  THE ADJUSTED
 KY1054'COORDINATE FOR BM R 304 IS X EQUAL 2, 432,652.04- Y EQUAL
 KY1054'464,155.13.  THE ADJUSTED PLANE AZIMUTH FROM
 KY1054'STATION TO BM R 304 IS N55 DEG 40 MIN 05 SEC E. THE FIELD ANGLE
 KY1054'MEASURED FROM WINONA TOWER BEACON LIGHT RENDERED A PLANE AZIMUTH
 KY1054'OF S 24 DEG 19 MIN 54 SEC E AND THE DISTANCE TO STATION IS 999.84 FT.
 KY1054
 KY1054                          STATION RECOVERY (1972)
 KY1054
 KY1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KY1054'THE STATION MARK ONLY WAS RECOVERED.  THE CONCRETE MONUMENT FOR
 KY1054'REFERENCE MARK NO. 1 WAS FOUND BROKEN OFF ABOUT 10-INCHES BELOW THE
 KY1054'SURFACE AND THE DISK WAS NOT RECOVERED.  THE CONCRETE MONUMENT FOR
 KY1054'REFERENCE MARK NO. 2 WAS FOUND COMPLETELY UPROOTED WITH THE DISK
 KY1054'INTACT. THE CONCRETE MONUMENT FOR THE AZIMUTH MARK WAS FOUND
 KY1054'COMPLETELY UPROOTED AND LAYING IN A ROAD DITCH WITH THE DISK
 KY1054'REMOVED.  THE CONCRETE MONUMENT FOR OLD
 KY1054'REFERENCE MARK NO. 2 WAS RESET AND FIRMLY CEMENTED AROUND AND THE
 KY1054'DISK ALTERED TO READ GARFIELD 1950 NO 4 1972, AND A NEW REFERENCE
 KY1054'MARK NO. 3 WAS ESTABLISHED.  USC AND GS BENCH MARK R 304 1966 WAS
 KY1054'FOUND NEAR THE SITE OF THE OLD AZIMUTH MARK AND WAS CUT IN TO BE USED
 KY1054'AS THE NEW AZIMUTH MARK.  THE STATION WAS THEN OCCUPIED AND THE
 KY1054'HORIZONTAL ANGLES OBSERVED UPON ALL MARKS
 KY1054'USING SALEM, FM AM RADIO STATION WSOM MAST AS THE INITIAL.  THE
 KY1054'STATION WAS OCCUPIED ON TWO NIGHTS IN THE ATTEMPT TO
 KY1054'TIE POSITIONED INTERSECTION STATION WINONA RELAY TELEVISION TOWER
 KY1054'INTO THE OBSERVATIONS, BUT IT WAS NEVER VISIBLE DUE TO INCLEMENT
 KY1054'WEATHER AND POSSIBLE OBSTRUCTION
 KY1054'FROM DISTANT FOLIAGE.  UNDER MORE FAVORABLE CONDITIONS IT IS
 KY1054'THOUGHT THAT THIS INTERSECTION STATION CAN BE OBSERVED
 KY1054'UPON, OTHERWISE, POLARIS OBSERVATIONS WILL BE REQUIRED TO TIE THE
 KY1054'MARKS.
 KY1054'
 KY1054'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KY1054'
 KY1054'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF SALEM, ABOUT 4
 KY1054'MILES EAST OF SEBRING, ABOUT 2 MILES NORTH OF DAMASCUS, AND ALONG THE
 KY1054'WEST SIDE OF SEACRIST ROAD IN THE EDGE OF AN OLD APPLE ORCHARD.
 KY1054'
 KY1054'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 62 AND
 KY1054'STATE ROUTE 14 ALT. AT THE WEST EDGE OF SALEM, GO NORTHWESTERLY ON
 KY1054'STATE ROUTE 14 ALT. FOR 4.35 MILES TO SEACRIST ROAD SHARP LEFT.  HERE
 KY1054'TURN SHARP LEFT ON SEACRIST ROAD AND GO SOUTHERLY FOR 0.4 OF A MILE TO
 KY1054'THE TOP OF A RISE AND THE STATION ON THE RIGHT AS DESCRIBED.
 KY1054'
 KY1054'THE STATION IS 154 FEET WEST AND ACROSS SEACRIST ROAD FROM A LONE,
 KY1054'14-INCH, FORKED TRUNKED PEAR TREE, 90 FEET SOUTHWEST AND ACROSS
 KY1054'SEACRIST ROAD FROM A TELEPHONE POLE, 81 FEET NORTH-NORTHWEST AND
 KY1054'ACROSS SEACRIST ROAD FROM A TELEPHONE POLE, 26 FEET
 KY1054'SOUTH-SOUTHWEST OF A 20-INCH APPLE TREE, 24 FEET WEST OF THE
 KY1054'APPROXIMATE CENTER OF SEACRIST ROAD, 15
 KY1054'FEET NORTH-NORTHEAST OF A 16-INCH APPLE TREE, AND 1.0 FOOT EAST OF
 KY1054'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN
 KY1054'THE TOP OF A 14-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH
 KY1054'AND THE DISK IS STAMPED GARFIELD 1950.
 KY1054'
 KY1054'REFERENCE MARK NO. 3 IS 158 FEET NORTH-NORTHWEST OF THE LONE,
 KY1054'14-INCH, FORKED TRUNKED PEAR TREE, 16 FEET EAST OF THE APPROXIMATE
 KY1054'CENTER OF SEACRIST ROAD, 5 FEET
 KY1054'WEST OF THE WEST EDGE OF A CULTIVATED FIELD, AND 1.5 FEET SOUTH OF
 KY1054'A TELEPHONE POLE.  IT IS A STANDARD DISK SET IN
 KY1054'THE TOP OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5
 KY1054'INCHES AND THE DISK IS STAMPED GARFIELD 1950 NO 3 1972.
 KY1054'
 KY1054'REFERENCE MARK NO. 4 IS 111 FEET WEST OF THE LONE, 14-INCH, FORKED
 KY1054'TRUNKED PEAR TREE, 96 FEET SOUTH OF A TELEPHONE POLE, 53 FEET NORTH OF
 KY1054'A TELEPHONE POLE, 19 FEET EAST OF THE APPROXIMATE CENTER OF SEACRIST
 KY1054'ROAD, 5 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD, AND 0.9 OF A
 KY1054'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 KY1054'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 KY1054'PROJECTS 2 INCHES AND THE DISK IS STAMPED GARFIELD
 KY1054'1950 NO 4 1972.
 KY1054'
 KY1054'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 KY1054'REFERENCE MARK NO. 4 IS 95.80 FEET - 29.200 METERS.
 KY1054'
 KY1054'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE SOUTH-SOUTHEAST OF THE
 KY1054'STATION, 360 FEET EAST OF THE APPROXIMATE CENTER OF THE
 KY1054'INTERSECTION OF SEACRIST ROAD AND PINE LAKE ROAD,
 KY1054'340 FEET EAST OF A NORTHWEST FENCE CORNER POST, 28 FEET SOUTH OF
 KY1054'THE APPROXIMATE CENTER OF PINE LAKE ROAD, 3
 KY1054'FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET WEST OF A METAL
 KY1054'WITNESS POST AND SIGN, AND 1 FOOT NORTH OF A WOVEN WIRE FENCE.
 KY1054'IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF AN
 KY1054'11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE
 KY1054'DISK IS STAMPED R 304 1966.  NO NOTE.
 KY1054'
 KY1054'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY ON
 KY1054'SEACRIST ROAD FOR 0.2 OF A MILE TO THE JUNCTION WITH PINE LAKE ROAD.
 KY1054'HERE TURN LEFT ON PINE LAKE ROAD AND GO EASTERLY FOR ABOUT 0.05 OF A
 KY1054'MILE (360 FEET) TO THE MARK ON THE RIGHT AS DESCRIBED.
 KY1054'
 KY1054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2.0 MILES
 KY1054'NORTH OF DAMASCUS
 KY1054
 KY1054                          STATION RECOVERY (1974)
 KY1054
 KY1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KY1054'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KY1054'CONDITION AS DESCRIBED IN THE 1972 DESCRIPTION.  THE DISTANCES AND
 KY1054'DIRECTIONS TO ALL OBJECTS WERE WITHIN CLOSE
 KY1054'AGREEMENT WITH THE 1972 OBSERVATIONS.  A NEW RADIO MAST HAS BEEN
 KY1054'CONSTRUCTED 2 MILES SOUTH-SOUTHEAST OF THE STATION.
 KY1054'IT WAS INTERSECTED AT THIS DATE.  AN ATTMEPT WAS MADE TO INDENTIFY IT,
 KY1054'HOWEVER NO INFORMATION COULD BE OBTAINED AT THIS DATE.
 KY1054'
 KY1054'A POLARIS AZIMUTH WAS OBSERVED AT THIS DATE TO ESTABLISH A
 KY1054'AZIMUTH TO THE AZIMUTH MARK AND THE INTERSECTION STATION.
 KY1054'
 KY1054'RM 3 TO RM 4 95.81 FEET OR 29.202 METERS.
 KY1054'
 KY1054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES
 KY1054'NORTHWEST OF SALEM.
 KY1054
 KY1054                          STATION RECOVERY (2006)
 KY1054
 KY1054'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1054'THE APPLE ORCHARD HAS BEEN REPLACED BY A GROVE OF PINE TREES. ALL
 KY1054'TREES, TELEPHONE POLES, AND WITNESS POSTS MENTIONED IN PREVIOUS
 KY1054'DESCRIPTIONS ARE GONE. THE STATION AND REFERENCE MARKS WERE SEARCHED
 KY1054'FOR AND NOT FOUND, BUT THE AZIMUTH MARK R 304 WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2888 ***********************************************************************
 MB2888  DESIGNATION -  GARFIELD
 MB2888  PID         -  MB2888
 MB2888  STATE/COUNTY-  OH/SUMMIT
 MB2888  USGS QUAD   -  AKRON WEST (1994)
 MB2888
 MB2888                         *CURRENT SURVEY CONTROL
 MB2888  ___________________________________________________________________
 MB2888* NAD 83(1995)-  41 02 43.06062(N)    081 30 42.90493(W)     ADJUSTED  
 MB2888* NAVD 88     -       345.4    (meters)    1133.     (feet)  VERTCON   
 MB2888  ___________________________________________________________________
 MB2888  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 MB2888  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MB2888
 MB2888  HORZ ORDER  -  FIRST
 MB2888
 MB2888.The horizontal coordinates were established by classical geodetic methods
 MB2888.and adjusted by the National Geodetic Survey in April 1998..
 MB2888
 MB2888.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2888
 MB2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2888
 MB2888.The geoid height was determined by GEOID03.
 MB2888
 MB2888;                    North         East     Units Scale Factor Converg.
 MB2888;SPC OH N     -   153,561.508   683,068.696   MT  0.99993922   +0 38 56.8
 MB2888;UTM  17      - 4,543,911.425   456,976.316   MT  0.99962278   -0 20 10.2
 MB2888
 MB2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2888!SPC OH N     -   0.99995105  x   0.99993922  =   0.99989028
 MB2888!UTM  17      -   0.99995105  x   0.99962278  =   0.99957385
 MB2888
 MB2888|---------------------------------------------------------------------|
 MB2888| PID    Reference Object                     Distance      Geod. Az  |
 MB2888|                                                           dddmmss.s |
 MB2888| MB1422 GARFIELD A                          167.239 METERS 11854     |
 MB2888| MB2897 AKRON RADIO STA WAKR SW MAST        APPROX. 2.7 KM 1644924.0 |
 MB2888| MB2894 AKRON RADIO STA WAKR NW MAST        APPROX. 2.7 KM 1652926.9 |
 MB2888| MB2920 AKRON TV STATION WAKR MAST          APPROX. 4.2 KM 3523142.7 |
 MB2888|---------------------------------------------------------------------|
 MB2888
 MB2888                          SUPERSEDED SURVEY CONTROL
 MB2888
 MB2888  NAD 83(1986)-  41 02 43.06773(N)    081 30 42.90846(W) AD(       ) 1
 MB2888  NAD 27      -  41 02 42.86775(N)    081 30 43.48530(W) AD(       ) 1
 MB2888  NGVD 29 (07/19/86)  345.6    (m)         1134.     (f) VERT ANG       
 MB2888
 MB2888.Superseded values are not recommended for survey control.
 MB2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2888.See file dsdata.txt to determine how the superseded data were derived.
 MB2888
 MB2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5697643911(NAD 83)
 MB2888_STAMPING: GARFIELD
 MB2888_MARK LOGO: OH0070
 MB2888
 MB2888  HISTORY     - Date     Condition        Report By
 MB2888  HISTORY     - 1963     MONUMENTED       OH0070
 MB2888
 MB2888                          STATION DESCRIPTION
 MB2888
 MB2888'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB2888'THE STATION IS ABOUT 2-1/2 MILES SOUTH OF DOWNTOWN AKRON AND NEAR THE
 MB2888'SOUTHEAST CORNER OF THE ROOF
 MB2888'OF THE GARFIELD SCHOOL AT 435 NORTH FIRESTONE BOULEVARD.  IT IS 11
 MB2888'FEET NORTH OF THE SOUTH COPING OF THE
 MB2888'ROOF AND 4.3 FEET WEST OF THE EAST COPING.  THE
 MB2888'MARK IS A CITY OF AKRON DISK STAMPED GARFIELD SET IN THE
 MB2888'TOP OF A 6 INCH CONCRETE
 MB2888'MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1422 ***********************************************************************
 MB1422  DESIGNATION -  GARFIELD A
 MB1422  PID         -  MB1422
 MB1422  STATE/COUNTY-  OH/SUMMIT
 MB1422  USGS QUAD   -  AKRON WEST (1994)
 MB1422
 MB1422                         *CURRENT SURVEY CONTROL
 MB1422  ___________________________________________________________________
 MB1422* NAD 83(1995)-  41 02 40.44029(N)    081 30 36.63620(W)     ADJUSTED  
 MB1422* NAVD 88     -       330.010  (meters)    1082.71   (feet)  ADJUSTED  
 MB1422  ___________________________________________________________________
 MB1422  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 MB1422  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MB1422  DYNAMIC HT  -         329.864 (meters)    1082.23  (feet)  COMP
 MB1422  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 MB1422
 MB1422  HORZ ORDER  -  SECOND
 MB1422  VERT ORDER  -  FIRST     CLASS II
 MB1422
 MB1422.The horizontal coordinates were established by classical geodetic methods
 MB1422.and adjusted by the National Geodetic Survey in April 1998..
 MB1422
 MB1422.The orthometric height was determined by differential leveling
 MB1422.and adjusted by the National Geodetic Survey in June 1991..
 MB1422
 MB1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1422
 MB1422.The geoid height was determined by GEOID03.
 MB1422
 MB1422.The dynamic height is computed by dividing the NAVD 88
 MB1422.geopotential number by the normal gravity value computed on the
 MB1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1422.degrees latitude (g = 980.6199 gals.).
 MB1422
 MB1422.The modeled gravity was interpolated from observed gravity values.
 MB1422
 MB1422;                    North         East     Units Scale Factor Converg.
 MB1422;SPC OH N     -   153,482.345   683,216.000   MT  0.99993922   +0 39 01.0
 MB1422;UTM  17      - 4,543,829.767   457,122.191   MT  0.99962263   -0 20 06.0
 MB1422
 MB1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1422!SPC OH N     -   0.99995347  x   0.99993922  =   0.99989269
 MB1422!UTM  17      -   0.99995347  x   0.99962263  =   0.99957611
 MB1422
 MB1422                          SUPERSEDED SURVEY CONTROL
 MB1422
 MB1422  NAD 83(1986)-  41 02 40.44739(N)    081 30 36.63973(W) AD(       ) 2
 MB1422  NAD 27      -  41 02 40.24729(N)    081 30 37.21684(W) AD(       ) 2
 MB1422  NGVD 29 (??/??/92)  330.204  (m)         1083.34   (f) ADJ UNCH    1 2
 MB1422
 MB1422.Superseded values are not recommended for survey control.
 MB1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1422.See file dsdata.txt to determine how the superseded data were derived.
 MB1422
 MB1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5712243830(NAD 83)
 MB1422_MARKER: DD = SURVEY DISK
 MB1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1422_STAMPING: GARFIELD A
 MB1422_MARK LOGO: OH0070
 MB1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1422+STABILITY: SURFACE MOTION
 MB1422
 MB1422  HISTORY     - Date     Condition        Report By
 MB1422  HISTORY     - 1963     MONUMENTED       OH0070
 MB1422  HISTORY     - 1964     GOOD             CGS
 MB1422
 MB1422                          STATION DESCRIPTION
 MB1422
 MB1422'DESCRIBED BY CITY OF AKRON OHIO 1963
 MB1422'GARFIELD (ACS) A IS LOCATED AT THE SOUTHEAST EDGE OF THE INTERSECTION
 MB1422'OF NORTH FIRESTONE
 MB1422'BOULEVARD AND BROWN STREET AND ABOUT 750 FEET SOUTHEAST OF GARFIELD
 MB1422'SCHOO.  IT IS 16 FEET EAST OF THE
 MB1422'CENTERLINE OF BROWN STREET, 16 FEET SOUTH OF THE CENTERLINE
 MB1422'OF NORTH FIRESTONE BOULEVARD, 20 FEET
 MB1422'SOUTHEAST OF THE TRAFFIC LIGHT IN THE CENTER OF
 MB1422'THE INTERSECTION AND 29 FEET NORTH-NORTHWEST OF THE
 MB1422'STREET SIGN AT THE SOUTHEAST CORNER
 MB1422'OF THE INTERSECTION.  THE MARK IS A CITY OF AKRON DISK STAMPED
 MB1422'GARFIELD A SET IN THE TOP OF A 6
 MB1422'INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT
 MB1422'SQUARE OF CONCRETE AND COVERED WITH
 MB1422'A 9 INCH IRON COVER.
 MB1422
 MB1422                          STATION RECOVERY (1964)
 MB1422
 MB1422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1422'AT AKRON.
 MB1422'AT AKRON, ABOUT 0.1 MILE EAST OF THE GARFIELD HIGH SCHOOL, NEAR
 MB1422'THE INTERSECTION OF FIRESTONE BLVD AND BROWN STREET, 21.5 FEET
 MB1422'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 17 FEET EAST OF THE
 MB1422'CENTER LINE OF BROWN STREET, 12 FEET SOUTH OF THE CENTER LINE
 MB1422'OF FIRESTONE BLVD, SET IN THE TOP OF A CONCRETE POST 4 INCHES
 MB1422'BELOW THE LEVEL OF THE STREET ACCESS TO WHICH IS HAD THROUGH A 9
 MB1422'INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF5362 ***********************************************************************
 DF5362  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5362  DESIGNATION -  GARFIELD HTS CORS ARP
 DF5362  CORS_ID     -  GARF
 DF5362  PID         -  DF5362
 DF5362  STATE/COUNTY-  OH/CUYAHOGA
 DF5362  USGS QUAD   -  SHAKER HEIGHTS (1979)
 DF5362
 DF5362                         *CURRENT SURVEY CONTROL
 DF5362  ___________________________________________________________________
 DF5362* NAD 83(CORS)-  41 24 56.78186(N)    081 36 53.60493(W)     ADJUSTED  
 DF5362* NAVD 88     -                                                        
 DF5362  ___________________________________________________________________
 DF5362  EPOCH DATE  -        2002.00
 DF5362  X           -     698,558.996 (meters)                     COMP
 DF5362  Y           -  -4,739,154.393 (meters)                     COMP
 DF5362  Z           -   4,197,329.800 (meters)                     COMP
 DF5362  ELLIP HEIGHT-         254.28  (meters)          (05/??/03) GPS OBS
 DF5362  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DF5362
 DF5362  HORZ ORDER  -  SPECIAL (CORS)
 DF5362  ELLP ORDER  -  SPECIAL (CORS)
 DF5362
 DF5362.ITRF positions are available for this station.
 DF5362.The coordinates were established by GPS observations
 DF5362.and adjusted by the National Geodetic Survey in May 2003..
 DF5362.The coordinates are valid at the epoch date displayed above.
 DF5362.The epoch date for horizontal control is a decimal equivalence
 DF5362.of Year/Month/Day.
 DF5362
 DF5362
 DF5362.The PID for the CORS L1 Phase Center is DF9333.
 DF5362
 DF5362.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5362
 DF5362.The ellipsoidal height was determined by GPS observations
 DF5362.and is referenced to NAD 83.
 DF5362
 DF5362.The geoid height was determined by GEOID03.
 DF5362
 DF5362;                    North         East     Units Scale Factor Converg.
 DF5362;SPC OH N     -   194,608.851   673,994.536   MT  0.99995756   +0 34 53.3
 DF5362
 DF5362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5362!SPC OH N     -   0.99996012  x   0.99995756  =   0.99991768
 DF5362
 DF5362                          SUPERSEDED SURVEY CONTROL
 DF5362
 DF5362.No superseded survey control is available for this station.
 DF5362
 DF5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4861385096(NAD 83)
 DF5362_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5362
 DF5362                          STATION DESCRIPTION
 DF5362
 DF5362'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5362'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5362'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5362'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5362'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5362'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF9333 ***********************************************************************
 DF9333  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9333  DESIGNATION -  GARFIELD HTS CORS L1 PHASE CENTER
 DF9333  CORS_ID     -  GARF
 DF9333  PID         -  DF9333
 DF9333  STATE/COUNTY-  OH/CUYAHOGA
 DF9333  USGS QUAD   -  SHAKER HEIGHTS (1979)
 DF9333
 DF9333                         *CURRENT SURVEY CONTROL
 DF9333  ___________________________________________________________________
 DF9333* NAD 83(CORS)-  41 24 56.78189(N)    081 36 53.60485(W)     ADJUSTED  
 DF9333* NAVD 88     -                                                        
 DF9333  ___________________________________________________________________
 DF9333  EPOCH DATE  -        2002.00
 DF9333  X           -     698,559.010 (meters)                     COMP
 DF9333  Y           -  -4,739,154.473 (meters)                     COMP
 DF9333  Z           -   4,197,329.873 (meters)                     COMP
 DF9333  ELLIP HEIGHT-         254.39  (meters)          (05/??/03) GPS OBS
 DF9333  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DF9333
 DF9333  HORZ ORDER  -  SPECIAL (CORS)
 DF9333  ELLP ORDER  -  SPECIAL (CORS)
 DF9333
 DF9333.ITRF positions are available for this station.
 DF9333.The coordinates were established by GPS observations
 DF9333.and adjusted by the National Geodetic Survey in May 2003..
 DF9333.The coordinates are valid at the epoch date displayed above.
 DF9333.The epoch date for horizontal control is a decimal equivalence
 DF9333.of Year/Month/Day.
 DF9333
 DF9333
 DF9333.The PID for the CORS ARP is DF5362.
 DF9333
 DF9333.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9333
 DF9333.The ellipsoidal height was determined by GPS observations
 DF9333.and is referenced to NAD 83.
 DF9333
 DF9333.The geoid height was determined by GEOID03.
 DF9333
 DF9333;                    North         East     Units Scale Factor Converg.
 DF9333;SPC OH N     -   194,608.852   673,994.538   MT  0.99995756   +0 34 53.3
 DF9333
 DF9333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9333!SPC OH N     -   0.99996010  x   0.99995756  =   0.99991766
 DF9333
 DF9333                          SUPERSEDED SURVEY CONTROL
 DF9333
 DF9333.No superseded survey control is available for this station.
 DF9333
 DF9333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4861385096(NAD 83)
 DF9333_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF9333
 DF9333                          STATION DESCRIPTION
 DF9333
 DF9333'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF9333'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9333'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9333'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9333'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9333'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1052 ***********************************************************************
 KY1052  DESIGNATION -  GARFIELD RM 1
 KY1052  PID         -  KY1052
 KY1052  STATE/COUNTY-  OH/MAHONING
 KY1052  USGS QUAD   -  DAMASCUS (1994)
 KY1052
 KY1052                         *CURRENT SURVEY CONTROL
 KY1052  ___________________________________________________________________
 KY1052* NAD 83(1986)-  40 55 57.     (N)    080 56 07.     (W)     SCALED    
 KY1052* NAVD 88     -       397.068  (meters)    1302.71   (feet)  ADJUSTED  
 KY1052  ___________________________________________________________________
 KY1052  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY1052  DYNAMIC HT  -         396.881 (meters)    1302.10  (feet)  COMP
 KY1052  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 KY1052
 KY1052  VERT ORDER  -  FIRST     CLASS II
 KY1052
 KY1052.The horizontal coordinates were scaled from a topographic map and have
 KY1052.an estimated accuracy of +/- 6 seconds.
 KY1052
 KY1052.The orthometric height was determined by differential leveling
 KY1052.and adjusted by the National Geodetic Survey in June 1991..
 KY1052
 KY1052.The geoid height was determined by GEOID03.
 KY1052
 KY1052.The dynamic height is computed by dividing the NAVD 88
 KY1052.geopotential number by the normal gravity value computed on the
 KY1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1052.degrees latitude (g = 980.6199 gals.).
 KY1052
 KY1052.The modeled gravity was interpolated from observed gravity values.
 KY1052
 KY1052;                    North         East    Units  Estimated Accuracy
 KY1052;SPC OH N     -   141,750.      731,770.      MT  (+/- 180 meters Scaled)
 KY1052
 KY1052                          SUPERSEDED SURVEY CONTROL
 KY1052
 KY1052  NGVD 29 (??/??/92)  397.225  (m)         1303.23   (f) ADJ UNCH    1 2
 KY1052
 KY1052.Superseded values are not recommended for survey control.
 KY1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1052.See file dsdata.txt to determine how the superseded data were derived.
 KY1052
 KY1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF054312(NAD 83)
 KY1052_MARKER: DR = REFERENCE MARK DISK
 KY1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1052_STAMPING: GARFIELD NO 1 1950
 KY1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1052+STABILITY: SURFACE MOTION
 KY1052
 KY1052  HISTORY     - Date     Condition        Report By
 KY1052  HISTORY     - 1950     MONUMENTED       CGS
 KY1052  HISTORY     - 20060603 MARK NOT FOUND   GEOCAC
 KY1052
 KY1052                          STATION DESCRIPTION
 KY1052
 KY1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY1052'1.6 MI NW FROM GARFIELD.
 KY1052'ABOUT 1.1 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1052'STATE HIGHWAY 534 OVERPASS AT GARFIELD, THENCE ABOUT 0.5 MILE
 KY1052'NORTH ALONG SEACRIST ROAD, ON TOP OF A KNOLL AND ACROSS THE ROAD
 KY1052'FROM AN APPLE ORCHARD.  IT IS 23 FEET EAST OF THE CENTERLINE
 KY1052'OF THE ROAD, 58 FEET SOUTH OF A FENCE CORNER, 77.8 FEET
 KY1052'NORTHEAST OF THE STATION MARK AND ON THE WEST EDGE OF A CULTIVATED
 KY1052'FIELD.  A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 KY1052'CONCRETE POST PROJECTING 2 INCHES.
 KY1052
 KY1052                          STATION RECOVERY (2006)
 KY1052
 KY1052'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1053 ***********************************************************************
 KY1053  DESIGNATION -  GARFIELD RM 2
 KY1053  PID         -  KY1053
 KY1053  STATE/COUNTY-  OH/MAHONING
 KY1053  USGS QUAD   -  DAMASCUS (1994)
 KY1053
 KY1053                         *CURRENT SURVEY CONTROL
 KY1053  ___________________________________________________________________
 KY1053* NAD 83(1986)-  40 55 57.     (N)    080 56 07.     (W)     SCALED    
 KY1053* NAVD 88     -       395.899  (meters)    1298.88   (feet)  ADJUSTED  
 KY1053  ___________________________________________________________________
 KY1053  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY1053  DYNAMIC HT  -         395.712 (meters)    1298.27  (feet)  COMP
 KY1053  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 KY1053
 KY1053  VERT ORDER  -  FIRST     CLASS I
 KY1053
 KY1053.The horizontal coordinates were scaled from a topographic map and have
 KY1053.an estimated accuracy of +/- 6 seconds.
 KY1053
 KY1053.The orthometric height was determined by differential leveling
 KY1053.and adjusted by the National Geodetic Survey in June 1991..
 KY1053
 KY1053.The geoid height was determined by GEOID03.
 KY1053
 KY1053.The dynamic height is computed by dividing the NAVD 88
 KY1053.geopotential number by the normal gravity value computed on the
 KY1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1053.degrees latitude (g = 980.6199 gals.).
 KY1053
 KY1053.The modeled gravity was interpolated from observed gravity values.
 KY1053
 KY1053;                    North         East    Units  Estimated Accuracy
 KY1053;SPC OH N     -   141,750.      731,770.      MT  (+/- 180 meters Scaled)
 KY1053
 KY1053                          SUPERSEDED SURVEY CONTROL
 KY1053
 KY1053  NGVD 29 (??/??/92)  396.061  (m)         1299.41   (f) ADJ UNCH    1 1
 KY1053
 KY1053.Superseded values are not recommended for survey control.
 KY1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1053.See file dsdata.txt to determine how the superseded data were derived.
 KY1053
 KY1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF054312(NAD 83)
 KY1053_MARKER: DR = REFERENCE MARK DISK
 KY1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1053_STAMPING: GARFIELD NO 2 1950
 KY1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1053+STABILITY: SURFACE MOTION
 KY1053
 KY1053  HISTORY     - Date     Condition        Report By
 KY1053  HISTORY     - 1950     MONUMENTED       CGS
 KY1053  HISTORY     - 1966     GOOD             NGS
 KY1053  HISTORY     - 20060603 MARK NOT FOUND   GEOCAC
 KY1053
 KY1053                          STATION DESCRIPTION
 KY1053
 KY1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1053'3.6 MI NE FROM BELOIT.
 KY1053'ABOUT 3.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1053'CROSSING OF STATE HIGHWAY 173 AT BELOIT, THENCE 0.45 MILE NORTH
 KY1053'ALONG SEACRIST ROAD, ABOUT 0.15 MILE NORTH OF THE CROSSING OF
 KY1053'PINE LAKE ROAD, ON TOP OF A RIDGE, NEAR THE WEST EDGE
 KY1053'OF A LARGE FIELD, 118.2 FEET SOUTHEAST OF AND ACROSS THE ROAD
 KY1053'FROM THE STATION DESCRIBED, 39 1/2 FEET SOUTH OF THE 6TH
 KY1053'TELEPHONE POLE NORTH OF PINE LAKE ROAD, IN SECTION 21, R 4 W,
 KY1053'T 17 N, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH
 KY1053'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD
 KY1053'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 KY1053'ABOVE THE LEVEL OF THE GROUND.
 KY1053
 KY1053                          STATION RECOVERY (2006)
 KY1053
 KY1053'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1790 ***********************************************************************
 KZ1790  DESIGNATION -  GARLING
 KZ1790  PID         -  KZ1790
 KZ1790  STATE/COUNTY-  OH/ASHLAND
 KZ1790  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ1790
 KZ1790                         *CURRENT SURVEY CONTROL
 KZ1790  ___________________________________________________________________
 KZ1790* NAD 83(1995)-  40 47 04.12375(N)    082 18 04.81385(W)     ADJUSTED  
 KZ1790* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 KZ1790  ___________________________________________________________________
 KZ1790  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 KZ1790  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KZ1790
 KZ1790  HORZ ORDER  -  SECOND
 KZ1790
 KZ1790.The horizontal coordinates were established by classical geodetic methods
 KZ1790.and adjusted by the National Geodetic Survey in April 1998..
 KZ1790
 KZ1790.The orthometric height was scaled from a topographic map.
 KZ1790
 KZ1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1790
 KZ1790.The geoid height was determined by GEOID03.
 KZ1790
 KZ1790;                    North         East     Units Scale Factor Converg.
 KZ1790;SPC OH N     -   124,147.496   616,768.028   MT  0.99995129   +0 07 49.8
 KZ1790;UTM  17      - 4,515,647.212   390,198.425   MT  0.99974839   -0 51 00.5
 KZ1790
 KZ1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1790!SPC OH N     -   0.99994315  x   0.99995129  =   0.99989445
 KZ1790!UTM  17      -   0.99994315  x   0.99974839  =   0.99969156
 KZ1790
 KZ1790:                Primary Azimuth Mark                     Grid Az
 KZ1790:SPC OH N     -  ASHLAND ST HWY DEPT RADIO MAST           001 39 23.8
 KZ1790:UTM  17      -  ASHLAND ST HWY DEPT RADIO MAST           002 38 14.1
 KZ1790
 KZ1790|---------------------------------------------------------------------|
 KZ1790| PID    Reference Object                     Distance      Geod. Az  |
 KZ1790|                                                           dddmmss.s |
 KZ1790| KZ1789 ASHLAND ST HWY DEPT RADIO MAST      APPROX.10.3 KM 0014713.6 |
 KZ1790| KZ1791 ASHLAND OH EDISON BRKSIDE TW        APPROX. 9.8 KM 0042829.6 |
 KZ1790| CE6617 GARLING RM 1                         30.465 METERS 13947     |
 KZ1790| KZ1774 WIDOW                               APPROX. 5.7 KM 1931744.5 |
 KZ1790| CE6618 GARLING RM 2                         26.480 METERS 21153     |
 KZ1790| KZ0211 GARLING AZ MK                                      2491624.8 |
 KZ1790| KZ1797 ASHLAND RADIO WNCO AM FM TWR        APPROX. 7.8 KM 3225328.9 |
 KZ1790| KZ1795 ASHLAND MUNICIPAL TANK              APPROX. 8.5 KM 3320813.4 |
 KZ1790|---------------------------------------------------------------------|
 KZ1790
 KZ1790                          SUPERSEDED SURVEY CONTROL
 KZ1790
 KZ1790  NAD 83(1986)-  40 47 04.12831(N)    082 18 04.82056(W) AD(       ) 2
 KZ1790  NAD 27      -  40 47 03.92280(N)    082 18 05.24572(W) AD(       ) 2
 KZ1790
 KZ1790.Superseded values are not recommended for survey control.
 KZ1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1790.See file dsdata.txt to determine how the superseded data were derived.
 KZ1790
 KZ1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9019815647(NAD 83)
 KZ1790_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1790_STAMPING: GARLING 1959
 KZ1790_MARK LOGO: CGS   
 KZ1790
 KZ1790  HISTORY     - Date     Condition        Report By
 KZ1790  HISTORY     - 1959     MONUMENTED       CGS
 KZ1790  HISTORY     - 1961     SEE DESCRIPTION  CGS
 KZ1790  HISTORY     - 1970     SEE DESCRIPTION  OHHD
 KZ1790
 KZ1790                          STATION DESCRIPTION
 KZ1790
 KZ1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1790'THE STATION IS ABOUT 6 MILES SOUTH OF ASHLAND, 2-1/2 MILES NORTHWEST
 KZ1790'OF HAYESVILLE, ON PROPERTY OWNED
 KZ1790'BY MR. D.C. GARLING, IN THE SOUTHWEST 1/4 OF SECTION 8, T 21 N, R 16
 KZ1790'W.
 KZ1790'
 KZ1790'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 KZ1790'STATE HIGHWAY 511 ABOUT 2
 KZ1790'MILES WEST OF HAYESVILLE, GO NORTH ON HIGHWAY 511 FOR 0.65 MILE TO
 KZ1790'THE AZIMUTH MARK ON THE RIGHT.
 KZ1790'CONTINUE STRAIGHT AHEAD ON HIGHWAY 511 FOR 0.1 MILE TO A GRAVEL
 KZ1790'SIDE ROAD ON THE RIGHT.  TURN RIGHT
 KZ1790'AND GO EAST ON THE GRAVEL ROAD 0.35 MILE TO A TRACK
 KZ1790'ROAD ON THE LEFT.  TURN LEFT ON THE TRACK ROAD AND GO
 KZ1790'NORTH 0.05 MILE TO THE STATION ON
 KZ1790'THE RIGHT.
 KZ1790'
 KZ1790'STATION MARKS ARE STANDARD DISKS STAMPED GARLING 1959.  THE SURFACE
 KZ1790'DISK IS SET IN A SQUARE
 KZ1790'CONCRETE POST 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 103
 KZ1790'FEET NORTH OF THE CENTERLINE OF THE
 KZ1790'GRAVEL ROAD, 24 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD
 KZ1790'AND 21 FEET WEST OF A 12-INCH HICKORY TREE
 KZ1790'WITH A TRIANGLE BLAZE.  THE UNDERGROUND DISK
 KZ1790'IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE
 KZ1790'SURFACE OF THE GROUND.
 KZ1790'
 KZ1790'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GARLING NO 1 1959, IS
 KZ1790'SET IN A SQUARE CONCRETE POST
 KZ1790'WHICH PROJECTS 4 INCHES.  IT IS 96.5 FEET EAST OF THE CENTERLINE OF
 KZ1790'THE TRACK ROAD, 27 FEET NORTH OF
 KZ1790'TE CENTERLINE OF THE GRAVEL ROAD AND 1 FOOT NORTH OF THE
 KZ1790'FENCELINE.
 KZ1790'
 KZ1790'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GARLING NO 2 1959, IS
 KZ1790'SET IN A SQUARE CONCRETE POST
 KZ1790'WHICH PROJECTS 4 INCHES.  IT IS 28 FEET NORTH OF THE CENTERLINE OF
 KZ1790'THE GRAVEL ROAD, 19.5 FEET SOUTH
 KZ1790'OF AN 8-INCH HICKORY TREE, 14 FEET WEST OF THE CENTERLINE
 KZ1790'OF THE TRACK ROAD AND 1 FOOT NORTH OF THE
 KZ1790'FENCELINE.  A STANDARD METAL WITNESS POST WAS
 KZ1790'SET 1.5 FEET WEST OF THE MARK.
 KZ1790'
 KZ1790'AZIMUTH MARK, A STANDARD DISK STAMPED GARLING 1959, IS SET IN A
 KZ1790'SQUARE CONCRETE POST WHICH
 KZ1790'PROJECTS 6 INCHES.  IT IS 56 FEET SOUTH OF A TELEPHONE POLE, 38 FEET
 KZ1790'EAST OF THE CENTERLINE OF HIGHWAY
 KZ1790'511 AND 1 FOOT WEST OF A FENCELINE.  A STANDARD METAL WITNESS
 KZ1790'POST WAS SET 1.6 FEET SOUTH OF THE MARK.
 KZ1790
 KZ1790                          STATION RECOVERY (1961)
 KZ1790
 KZ1790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 KZ1790'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 KZ1790'STATION SURFACE AND SUBSURFACE
 KZ1790'AND THE AZIMUTH MARK WERE DESTROYED AFTER THE ESTABLISHMENT OF
 KZ1790'GARLING 2 FOR WHICH SEE DESCRIPTION
 KZ1790'THEREOF.
 KZ1790
 KZ1790                          STATION RECOVERY (1970)
 KZ1790
 KZ1790'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (AEF)
 KZ1790'RESET A CONCRETE MONUMENT WITH + ON TOP FROM EXISTING TIES FOR USE
 KZ1790'OF STATE FORCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1794 ***********************************************************************
 KZ1794  DESIGNATION -  GARLING 2
 KZ1794  PID         -  KZ1794
 KZ1794  STATE/COUNTY-  OH/ASHLAND
 KZ1794  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ1794
 KZ1794                         *CURRENT SURVEY CONTROL
 KZ1794  ___________________________________________________________________
 KZ1794* NAD 83(1995)-  40 47 03.84456(N)    082 18 05.48672(W)     ADJUSTED  
 KZ1794* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 KZ1794  ___________________________________________________________________
 KZ1794  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 KZ1794  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KZ1794
 KZ1794  HORZ ORDER  -  SECOND
 KZ1794
 KZ1794.The horizontal coordinates were established by classical geodetic methods
 KZ1794.and adjusted by the National Geodetic Survey in April 1998..
 KZ1794
 KZ1794.The orthometric height was scaled from a topographic map.
 KZ1794
 KZ1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1794
 KZ1794.The geoid height was determined by GEOID03.
 KZ1794
 KZ1794;                    North         East     Units Scale Factor Converg.
 KZ1794;SPC OH N     -   124,138.849   616,752.272   MT  0.99995130   +0 07 49.4
 KZ1794;UTM  17      - 4,515,638.836   390,182.526   MT  0.99974844   -0 51 00.9
 KZ1794
 KZ1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1794!SPC OH N     -   0.99994315  x   0.99995130  =   0.99989446
 KZ1794!UTM  17      -   0.99994315  x   0.99974844  =   0.99969161
 KZ1794
 KZ1794|---------------------------------------------------------------------|
 KZ1794| PID    Reference Object                     Distance      Geod. Az  |
 KZ1794|                                                           dddmmss.s |
 KZ1794| KZ1790 GARLING                              17.974 METERS 06122     |
 KZ1794| CE6617 GARLING RM 1                         38.344 METERS 11227     |
 KZ1794| CE6618 GARLING RM 2                         13.983 METERS 17236     |
 KZ1794| CE6619 GARLING 2 AZ MK                                    2341745.1 |
 KZ1794| KZ0211 GARLING AZ MK                                      2493641.3 |
 KZ1794|---------------------------------------------------------------------|
 KZ1794
 KZ1794                          SUPERSEDED SURVEY CONTROL
 KZ1794
 KZ1794  NAD 83(1986)-  40 47 03.84912(N)    082 18 05.49341(W) AD(       ) 2
 KZ1794  NAD 27      -  40 47 03.64360(N)    082 18 05.91851(W) AD(       ) 2
 KZ1794
 KZ1794.Superseded values are not recommended for survey control.
 KZ1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1794.See file dsdata.txt to determine how the superseded data were derived.
 KZ1794
 KZ1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9018315639(NAD 83)
 KZ1794_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1794_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1794_STAMPING: GARLING 2 1961
 KZ1794_MARK LOGO: CGS   
 KZ1794
 KZ1794  HISTORY     - Date     Condition        Report By
 KZ1794  HISTORY     - 1961     MONUMENTED       CGS
 KZ1794  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KZ1794  HISTORY     - 1970     GOOD             OHHD
 KZ1794
 KZ1794                          STATION DESCRIPTION
 KZ1794
 KZ1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS)
 KZ1794'ABOUT 0.8 MILE N ALONG NO. 60 OHIO HIGHWAY FROM ITS CROSSING OF THE
 KZ1794'MAIN E-W STREET IN THE VILLAGE
 KZ1794'OF HAYESVILLE, THENCE 2.1 MILES W ON NO. 137 GRAVELED COUNTY ROAD TO
 KZ1794'THE STATION.  0.3 MILE E OF NO. 511
 KZ1794'OHIO HWY., ABOUT 75 YARDS E OF THE CREST OF A SLIGHT
 KZ1794'RIDGE, ON THE S LINE OF THE 260-FOOT RIGHT-OF-WAY
 KZ1794'OF THE NEW NO. 30 U.S. HIGHWAY, 72
 KZ1794'FEET N OF CENTER LINE OF THE COUNTY ROAD, 24 FEET W OF CENTER LINE
 KZ1794'OF PROPERTY-LINE FARM ROAD, 3.1 FEET
 KZ1794'E OF STEEL WITNESS POST, PROJECTING 0.1 FOOT ABOVE GROUND, THE DISKS
 KZ1794'ARE STAMPED GARLING 2 1961.
 KZ1794'
 KZ1794'REFERENCE MARK NO. 1 PROJECTS 0.5 FOOT, IS 79 FEET E OF POWER LINE,
 KZ1794'25 FEET N OF CENTER LINE OF
 KZ1794'COUNTY ROAD, AND ONE FOOT N OF WIRE FENCE.
 KZ1794'
 KZ1794'REFERENCE MARK NO. 2 PROJECTS 0.5 FOOT, ARROW POINTS ABOUT 40 DEGREES
 KZ1794'RIGHT OF THE STATION, IS 26
 KZ1794'FEET N OF CENTER LINE OF GRAVELED ROAD, 14 FEET W OF CENTER LINE OF
 KZ1794'FARM ROAD, AND 1.8 FEET E OF STEEL
 KZ1794'WITNESS POST.
 KZ1794'
 KZ1794'AZIMUTH MARK IS ABOUT 0.2 MILE S OF INTERSECTION OF GRAVELED ROAD AND
 KZ1794'NO. 511 OHIO HWY., 47 FEET S OF
 KZ1794'PROJECTED LINE OF A FENCE FROM THE W, 40 FEET E OF CENTER LINE OF
 KZ1794'18-FOOT ASPHALT HWY. PAVEMENT, ABOUT
 KZ1794'3 FEET HIGHER THAN SAME, 21 FEET N OF N SIDE OF
 KZ1794'STEEL BOXES HOUSING TELEPHONE CABLE EQUIPMENT, AND 2.0
 KZ1794'FEET N OF STEEL WITNESS POST.
 KZ1794
 KZ1794                          STATION RECOVERY (1969)
 KZ1794
 KZ1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KZ1794'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 KZ1794'THE AZIMUTH MARK
 KZ1794'WAS FOUND WITH MOST OF THE DISK GONE.  THE CROSS
 KZ1794'IN THE CENTER OF THE DISK AND THE
 KZ1794'STEM WAS ALL THAT REMAINED.  A NEW DISK
 KZ1794'WAS SET IN THE SAME POST HOLDING THE POINT OF THE
 KZ1794'CROSS.  THE DISTANCE
 KZ1794'AND DIRECTION TO THE REFERENCE MARKS CHECKED.  A NEW DESCRIPTION
 KZ1794'FOLLOWS,
 KZ1794'
 KZ1794'THE STATION MARK IS 11 FEET WEST OF A POWER POLE, 2 FEET SOUTH OF
 KZ1794'THE SOUTH
 KZ1794'RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 30, 3 FEET SOUTHEAST OF A
 KZ1794'METAL WITNESS POST, 26 FEET
 KZ1794'NORTH OF A 10 INCH HICKORY TREE, 71 FEET
 KZ1794'NORTH OF THE CENTERLINE OF CO. RD. 137, 49
 KZ1794'FEET NORTHWEST OF A TELEPHONE
 KZ1794'POLE, 28 FEET WEST OF CENTERLINE OF OLD FARM ROAD, MONUMENT
 KZ1794'IS FLUSH
 KZ1794'AND THE DISK IS STAMPED GARLING 2 1961.  (NOTE 1B7A)
 KZ1794'
 KZ1794'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 KZ1794'STATE HIGHWAY 60
 KZ1794'(ABOUT 1 MILE NORTH OF HAYSVILLE), GO WEST ON HIGHWAY
 KZ1794'30 FOR 2.3 MILES TO THE JUNCTION OF
 KZ1794'STATE HIGHWAY 115.  TURN LEFT AND GO
 KZ1794'SOUTH ON HIGHWAY 115 FOR ABOUT 200 FEET TO CO. RD.
 KZ1794'137.* TURN LEFT AND
 KZ1794'GO EAST ON RD. 137 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 KZ1794'
 KZ1794'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON
 KZ1794'HIGHWAY 115 FOR
 KZ1794'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KZ1794'
 KZ1794'REFERENCE MARK 1 IS 1 FOOT NORTH OF FENCE, 54 FEET SOUTH OF FENCE
 KZ1794'27 FEET NORTH OF
 KZ1794'THE CENTERLINE OF CO. RD. 137, MONUMENT PROJECTS 6
 KZ1794'INCHES AND THE DISK IS STAMPED
 KZ1794'GARLING NO 1 1959. (NOTE 11A)
 KZ1794'
 KZ1794'REFERENCE MARK 2 IS 2 FEET EAST OF A METAL WITNESS POST, 1 FOOT
 KZ1794'NORTH OF FENCE, 6
 KZ1794'FEET NORTHWEST OF THE TELEPHONE POLE, 26 FEET NORTH
 KZ1794'OF THE CENTERLINE OF THE ROAD, 19
 KZ1794'FEET WEST OF THE CENTERLINE OF THE OLD
 KZ1794'FARM ROAD, 19 FEET SOUTH OF THE HICKORY TREE,
 KZ1794'MONUMENT PROJECTS 3
 KZ1794'INCHES AND THE DISK IS STAMPED GARLING NO 2 1959. (NOTE 11A)
 KZ1794'
 KZ1794'AZIMUTH MARK IS 20 FEET NORTH OF THE NORTH SIDE OF THE NORTH 1 OF
 KZ1794'2 METAL BOXES
 KZ1794'HOUSING TELEPHONE WIRES, 17 FEET NORTH OF A TELEPHONE POLE,
 KZ1794'2 FEET NORTH OF A METAL WITNESS
 KZ1794'POST, 39 FEET EAST OF THE CENTERLINE OF
 KZ1794'THE HIGHWAY, MONUMENT IS FLUSH AND THE DISK IS
 KZ1794'STAMPED GARLING 2 1961
 KZ1794'1969. (NOTE 16B)
 KZ1794'
 KZ1794'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KZ1794'
 KZ1794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 KZ1794'NORTHWEST OF HAYSVILLE.
 KZ1794
 KZ1794                          STATION RECOVERY (1970)
 KZ1794
 KZ1794'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (AEF)
 KZ1794'GARLING NO. 2 RECOVERED GOOD.
 KZ1794'
 KZ1794'R.M. NO. 1 RECOVERED GOOD.
 KZ1794'
 KZ1794'R.M. NO. 2 RECOVERED GOOD.
 KZ1794'
 KZ1794'AZIMUTH MARK RECOVERED GOOD.  PLATE WAS KNOCKED OFF BUT FLOYD STUART
 KZ1794'RESET PLATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0212 ***********************************************************************
 KZ0212  DESIGNATION -  GARLING 2 AZ MK RESET
 KZ0212  PID         -  KZ0212
 KZ0212  STATE/COUNTY-  OH/ASHLAND
 KZ0212  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ0212
 KZ0212                         *CURRENT SURVEY CONTROL
 KZ0212  ___________________________________________________________________
 KZ0212* NAD 83(1986)-  40 47 03.     (N)    082 18 05.     (W)     SCALED    
 KZ0212* NAVD 88     -       395.18   (+/-2cm)    1296.5    (feet)  VERTCON   
 KZ0212  ___________________________________________________________________
 KZ0212  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KZ0212
 KZ0212  VERT ORDER  -  ? (See Below)
 KZ0212
 KZ0212.The horizontal coordinates were scaled from a topographic map and have
 KZ0212.an estimated accuracy of +/- 6 seconds.
 KZ0212
 KZ0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ0212.The vertical order pertains to the NGVD 29 superseded value.
 KZ0212
 KZ0212.The geoid height was determined by GEOID03.
 KZ0212
 KZ0212;                    North         East    Units  Estimated Accuracy
 KZ0212;SPC OH N     -   124,110.      616,760.      MT  (+/- 180 meters Scaled)
 KZ0212
 KZ0212                          SUPERSEDED SURVEY CONTROL
 KZ0212
 KZ0212  NGVD 29 (??/??/92)  395.356  (m)         1297.10   (f) ADJ UNCH    ?  
 KZ0212
 KZ0212.Superseded values are not recommended for survey control.
 KZ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0212.See file dsdata.txt to determine how the superseded data were derived.
 KZ0212
 KZ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF901156(NAD 83)
 KZ0212_MARKER: DZ = AZIMUTH MARK DISK
 KZ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0212_STAMPING: GARLING 2 1961 1969
 KZ0212_MARK LOGO: CGS   
 KZ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0212+STABILITY: SURFACE MOTION
 KZ0212
 KZ0212  HISTORY     - Date     Condition        Report By
 KZ0212  HISTORY     - 1969     MONUMENTED       CGS
 KZ0212  HISTORY     - 1987     GOOD             OHDT
 KZ0212
 KZ0212                          STATION DESCRIPTION
 KZ0212
 KZ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KZ0212'2.5 MI WNW FROM HAYESVILLE.
 KZ0212'ABOUT 2.4 MILES W ALONG THE PRESENT NO. 30 U.S. HIGHWAY OR THE
 KZ0212'MAIN E-W STREET THRU HAYESVILLE FROM THE MAIN CORNER IN THE
 KZ0212'VILLAGE, THENCE 0.7 MILE N ALONG NO. 511 OHIO HWY. TO DEEPEST
 KZ0212'POINT OF CUT NEAR TOP OF SHORT STEEP GRADE AND THE MARK, ABOUT
 KZ0212'0.2 MILE S OF THE PLANNED NEW NO. 30 U.S. HWY., 47 FEET S OF
 KZ0212'PROJECTED LINE OF A FENCE FROM THE W, 40 FEET E OF CENTER LINE
 KZ0212'OF 18-FOOT ASPHALT HWY. PAVEMENT, ABOUT 3 FEET HIGHER THAN
 KZ0212'SAME, 21 FEET N OF N SIDE OF STEEL BOXES HOUSING TELEPHONE
 KZ0212'CABLE EQUIPMENT, 2 FEET N OF STEEL WITNESS POST, AND PROJECTING
 KZ0212'0.2 FOOT ABOVE GROUND.
 KZ0212
 KZ0212                          STATION RECOVERY (1987)
 KZ0212
 KZ0212'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DMK)
 KZ0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0600 ***********************************************************************
 MC0600  DESIGNATION -  GARNER
 MC0600  PID         -  MC0600
 MC0600  STATE/COUNTY-  OH/HENRY
 MC0600  USGS QUAD   -  MC CLURE (1971)
 MC0600
 MC0600                         *CURRENT SURVEY CONTROL
 MC0600  ___________________________________________________________________
 MC0600* NAD 83(1995)-  41 18 44.82366(N)    083 58 47.57997(W)     ADJUSTED  
 MC0600* NAVD 88     -       208.947  (meters)     685.52   (feet)  ADJUSTED  
 MC0600  ___________________________________________________________________
 MC0600  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 MC0600  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC0600  DYNAMIC HT  -         208.854 (meters)     685.22  (feet)  COMP
 MC0600  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 MC0600
 MC0600  HORZ ORDER  -  THIRD
 MC0600  VERT ORDER  -  SECOND    CLASS 0
 MC0600
 MC0600.The horizontal coordinates were established by classical geodetic methods
 MC0600.and adjusted by the National Geodetic Survey in April 1998..
 MC0600
 MC0600.The orthometric height was determined by differential leveling
 MC0600.and adjusted by the National Geodetic Survey in June 1991..
 MC0600
 MC0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0600
 MC0600.The geoid height was determined by GEOID03.
 MC0600
 MC0600.The dynamic height is computed by dividing the NAVD 88
 MC0600.geopotential number by the normal gravity value computed on the
 MC0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0600.degrees latitude (g = 980.6199 gals.).
 MC0600
 MC0600.The modeled gravity was interpolated from observed gravity values.
 MC0600
 MC0600;                    North         East     Units Scale Factor Converg.
 MC0600;SPC OH N     -   183,810.189   476,091.942   MT  0.99994824   -0 58 20.0
 MC0600;UTM  17      - 4,577,727.288   250,559.836   MT  1.00036581   -1 58 05.6
 MC0600;UTM  16      - 4,577,843.822   752,808.421   MT  1.00038663   +1 59 41.4
 MC0600
 MC0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0600!SPC OH N     -   0.99997278  x   0.99994824  =   0.99992102
 MC0600!UTM  17      -   0.99997278  x   1.00036581  =   1.00033858
 MC0600!UTM  16      -   0.99997278  x   1.00038663  =   1.00035940
 MC0600
 MC0600                          SUPERSEDED SURVEY CONTROL
 MC0600
 MC0600  NAD 83(1995)-  41 18 44.83216(N)    083 58 47.58427(W) AD(       ) 3
 MC0600  NAD 83(1986)-  41 18 44.83417(N)    083 58 47.58962(W) AD(       ) 3
 MC0600  NAD 27      -  41 18 44.64900(N)    083 58 47.78500(W) AD(       ) 3
 MC0600  NGVD 29 (??/??/92)  209.132  (m)          686.13   (f) ADJ UNCH    2 0
 MC0600
 MC0600.Superseded values are not recommended for survey control.
 MC0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0600.See file dsdata.txt to determine how the superseded data were derived.
 MC0600
 MC0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5056077727(NAD 83)
 MC0600_MARKER: DE = TRAVERSE STATION DISK
 MC0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0600_SP_SET: CONCRETE MONUMENT
 MC0600_STAMPING: GARNER 1947
 MC0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0600
 MC0600  HISTORY     - Date     Condition        Report By
 MC0600  HISTORY     - 1947     MONUMENTED       CGS
 MC0600  HISTORY     - 1963     GOOD             CGS
 MC0600  HISTORY     - 1963     GOOD             NGS
 MC0600  HISTORY     - 1965     GOOD             USE
 MC0600  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 MC0600  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC0600
 MC0600                          STATION DESCRIPTION
 MC0600
 MC0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC0600'THE STATION IS 1 MILE NORTH AND 2 MILES WEST OF WESTHOPE IN SEC. 17,
 MC0600'RICHFIELD
 MC0600'TOWNSHIP, NEAR THE NORTHWEST PROPERTY CORNER OF THE CORNER
 MC0600'SPANGLER FARM.  IT IS 0.3 M.
 MC0600'WEST OF THE NS FENCE AND 5.5 M. SOUTH OF
 MC0600'THE EW FENCE.
 MC0600'
 MC0600'STATION IS 4.5 METERS E OF THE CENTERLINE OF NS SEC ROAD AND 15.7
 MC0600'METERS S OF THE CENTERLINE OF EW SEC ROAD.  STATION
 MC0600'IS 17.4 METERS (57 FEET) FROM THE POINT OF INTERSECTION OF THE
 MC0600'CENTERLINES OF EW AND NS SEC ROADS, IN AZIMUTH 159
 MC0600'DEG 33 MIN.
 MC0600'
 MC0600'A STANDARD DISK STAMPED DISK STAMPED GARNER 1947 SET IN THE TOP OF A
 MC0600'12- BY 12-INCH CONCRETE
 MC0600'MONUMENT.  THIS IS EMBEDDED SO THAT THE TOP IS FLUSH
 MC0600'WITH THE GROUND SURFACE.
 MC0600
 MC0600                          STATION RECOVERY (1963)
 MC0600
 MC0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC0600'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC0600'EXCEPTIONS--ALL THE FENCES ARE GONE AND THE CONCRETE MONUMENT IS
 MC0600'SURROUNDED BY A CONCRETE CAMERA TARGET 7 FEET IN DIAMETER.
 MC0600'
 MC0600'ELEVATION OF DISK 686.17 FEET.
 MC0600
 MC0600                          STATION RECOVERY (1963)
 MC0600
 MC0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MC0600'3 MI NW FROM WESHOPE.
 MC0600'STATION IS LOCATED 3.0 MILES NORTHWEST OF WESTHOPE.  TO REACH
 MC0600'FROM WESTHOPE, GO 1.0 MILE NORTH ON STATE HIGHWAY 65, THEN 2.0
 MC0600'MILES WEST TO ROAD INTERSECTION.  THE MARK IS 57.1 FEET SOUTHEAST
 MC0600'OF THE CENTERLINE OF INTERSECTION, 51.5 FEET SOUTH OF THE
 MC0600'CENTERLINE OF THE EAST-WEST ROAD, 14.8 FEET EAST OF CENTERLINE
 MC0600'OF NORTH-SOUTH ROAD.  MARK IS A STANDARD DISK STAMPED GARNER 1947
 MC0600'SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT THAT IS IN THE
 MC0600'CENTER OF A CONCRETE CAMERA TARGET 7 FEET IN DIAMETER.
 MC0600
 MC0600                          STATION RECOVERY (1965)
 MC0600
 MC0600'RECOVERY NOTE BY US ENGINEERS 1965 (GAL)
 MC0600'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 OF MCCLURE, TRAVEL S 3 MI.
 MC0600'ON HWY 65 TO CO. ROAD L, W 2 MI. TO CO. ROAD 6, AND S 1 MI. TO TWP
 MC0600'ROAD K.
 MC0600'
 MC0600'THE STA. IS LOCATED IN A 2M DIA. CONC. TARGET, 5 M E OF CENTERLINE
 MC0600'OF ROAD ON SLOPE OF FILL 18 MI S OF CENTERLINE OF TWP. ROAD K, 32 M
 MC0600'SE OF POWER POLE AT NW CORNER OF BRIDGE, 33 M S OF POWER POLE NEAR
 MC0600'SW CORNER OF HOUSE, AND 7 M N OF TELEPHONE POLE.
 MC0600'
 MC0600'THE STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MC0600'GARNER 1947.
 MC0600
 MC0600                          STATION RECOVERY (1980)
 MC0600
 MC0600'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC0600'EXTENSIVE SEARCH USING CENTERLINE ROAD AND DISTANCES TO BOTH POWER
 MC0600'POLES NOTED IN DESC.  DID NOT LOCATE STATION.
 MC0600'
 MC0600'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI SOUTH AND 1 MI WEST,
 MC0600'MCCLURE, OH.
 MC0600
 MC0600                          STATION RECOVERY (1984)
 MC0600
 MC0600'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC0600'GARNER 1947 COULD NOT FIND.
 MC0600'
 MC0600'FOUND AREA BUT AREA OF MARK WAS ALL PLOWED UP.  PRODED AROUND BUT
 MC0600'COULD NOT FIND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2636 ***********************************************************************
 AE2636  DESIGNATION -  GARRETT
 AE2636  PID         -  AE2636
 AE2636  STATE/COUNTY-  OH/MERCER
 AE2636  USGS QUAD   -  COSMOS (1994)
 AE2636
 AE2636                         *CURRENT SURVEY CONTROL
 AE2636  ___________________________________________________________________
 AE2636* NAD 83(1995)-  40 21 10.11430(N)    084 46 53.84640(W)     ADJUSTED  
 AE2636* NAVD 88     -       323.9    (meters)    1063.     (feet)  GPS OBS   
 AE2636  ___________________________________________________________________
 AE2636  X           -     442,722.881 (meters)                     COMP
 AE2636  Y           -  -4,847,480.309 (meters)                     COMP
 AE2636  Z           -   4,108,105.962 (meters)                     COMP
 AE2636  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AE2636  ELLIP HEIGHT-         290.52  (meters)          (10/07/05) GPS OBS
 AE2636  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AE2636
 AE2636  HORZ ORDER  -  FIRST
 AE2636  ELLP ORDER  -  FOURTH    CLASS I
 AE2636
 AE2636.The horizontal coordinates were established by GPS observations
 AE2636.and adjusted by the National Geodetic Survey in September 1997..
 AE2636
 AE2636.The orthometric height was determined by GPS observations and a
 AE2636.high-resolution geoid model.
 AE2636
 AE2636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2636
 AE2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2636
 AE2636.The ellipsoidal height was determined by GPS observations
 AE2636.and is referenced to NAD 83.
 AE2636
 AE2636.The geoid height was determined by GEOID03.
 AE2636
 AE2636;                    North         East     Units Scale Factor Converg.
 AE2636;SPC OH N     -    78,729.721   406,188.699   MT  1.00001640   -1 29 56.1
 AE2636;UTM  16      - 4,469,278.888   688,389.456   MT  1.00003689   +1 26 12.5
 AE2636
 AE2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2636!SPC OH N     -   0.99995443  x   1.00001640  =   0.99997083
 AE2636!UTM  16      -   0.99995443  x   1.00003689  =   0.99999132
 AE2636
 AE2636                          SUPERSEDED SURVEY CONTROL
 AE2636
 AE2636  ELLIP H (09/04/97)  290.53   (m)                       GP(       ) 4 1
 AE2636
 AE2636.Superseded values are not recommended for survey control.
 AE2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2636.See file dsdata.txt to determine how the superseded data were derived.
 AE2636
 AE2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK8838969279(NAD 83)
 AE2636_MARKER: I = METAL ROD
 AE2636_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2636_STAMPING: GARRETT
 AE2636_MARK LOGO: OHDT  
 AE2636_PROJECTION: RECESSED 8 CENTIMETERS
 AE2636_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2636+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2636_ROD/PIPE-DEPTH:  4.9 meters
 AE2636_SLEEVE-DEPTH  :  1.1 meters
 AE2636
 AE2636  HISTORY     - Date     Condition        Report By
 AE2636  HISTORY     - 1995     MONUMENTED       OHDT
 AE2636
 AE2636                          STATION DESCRIPTION
 AE2636
 AE2636'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (KM)
 AE2636'IN THE SOUTHWEST QUARTER OF SECTION 33, TOWN 15 NORTH, RANGE 1 EAST,
 AE2636'GIBSON TOWNSHIP, MERCER COUTNY, OHIO.  TO REACH FROM MERCER COUNTY
 AE2636'COURT HOUSE IN CELINA, TRAVEL SOUTH ON US 127 12.75 MILES (20.52 KM)
 AE2636'TO ITS INTERSECTION WITH WATKINS ROAD, PROCEED WEST ON WATKINS ROAD
 AE2636'1.5 MILES, (2.4 KM) CONTINUE SOUTH ON WATKINS ROAD 0.1 MILES, (0.2 KM)
 AE2636'CONTINUE WEST ON WATKINDS ROAD 9.5 MILES (15.3 KM) TO ITS
 AE2636'INTERESECTION WITH UNION CITY ROAD, PROCEED SOUTH ON UNION CITY ROAD 1
 AE2636'MILE (1.6 KM) TO ITS INTERSECTION WITH MERCER-DARKE COUNTY LINE ROAD.
 AE2636'THE MARK IS IN THE NORTHEAST QUADRANT OF THE INTERSECTIONS OF UNION
 AE2636'CITY ROAD AND MERCER-DARKE COUNTY LINE ROAD, 10 FEET (3.0 M) NORTH OF
 AE2636'NORTH EDGE OF PAVEMENT OF MERCER-DARKE COUNTY LINE ROAD, 43 FEET (13.1
 AE2636'M) EAST OF EAST EDGE OF PAVEMENT OF UNION CITY ROAD, 43 FEET (13.1 M)
 AE2636'IN A SOUTHEASTERLY DIRECTION OF I DO NOT KNOW, 15 FEET (4.6 M) WEST
 AE2636'FORM A I DO NOT KNOW.  THE MARK IS A STEEL ROD IN AN ALUMINUM MONUMENT
 AE2636'BOX STAMPED GARRETT ADJACENT TO A METAL POST PLACED BY THE MERCER
 AE2636'COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3053 ***********************************************************************
 JZ3053  DESIGNATION -  GARWOOD
 JZ3053  PID         -  JZ3053
 JZ3053  STATE/COUNTY-  OH/MONTGOMERY
 JZ3053  USGS QUAD   -  BROOKVILLE (1987)
 JZ3053
 JZ3053                         *CURRENT SURVEY CONTROL
 JZ3053  ___________________________________________________________________
 JZ3053* NAD 83(1995)-  39 48 34.51888(N)    084 26 48.10519(W)     ADJUSTED  
 JZ3053* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 JZ3053  ___________________________________________________________________
 JZ3053  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 JZ3053  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JZ3053
 JZ3053  HORZ ORDER  -  FIRST
 JZ3053
 JZ3053.The horizontal coordinates were established by classical geodetic methods
 JZ3053.and adjusted by the National Geodetic Survey in May 1999..
 JZ3053
 JZ3053.The orthometric height was scaled from a topographic map.
 JZ3053
 JZ3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3053
 JZ3053.The geoid height was determined by GEOID03.
 JZ3053
 JZ3053;                    North         East     Units Scale Factor Converg.
 JZ3053;SPC OH S     -   202,688.210   433,322.330   MT  0.99996339   -1 14 06.8
 JZ3053;UTM  16      - 4,409,742.890   718,566.624   MT  1.00018816   +1 38 07.3
 JZ3053
 JZ3053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3053!SPC OH S     -   0.99995599  x   0.99996339  =   0.99991938
 JZ3053!UTM  16      -   0.99995599  x   1.00018816  =   1.00014414
 JZ3053
 JZ3053|---------------------------------------------------------------------|
 JZ3053| PID    Reference Object                     Distance      Geod. Az  |
 JZ3053|                                                           dddmmss.s |
 JZ3053| JZ3054 WINNETT A                           390.834 METERS 11252     |
 JZ3053| JZ3055 WINNETT                             APPROX. 0.9 KM 1560704.0 |
 JZ3053| JZ3061 GARWOOD A                           171.649 METERS 29644     |
 JZ3053|---------------------------------------------------------------------|
 JZ3053
 JZ3053                          SUPERSEDED SURVEY CONTROL
 JZ3053
 JZ3053  NAD 83(1995)-  39 48 34.51843(N)    084 26 48.10516(W) AD(       ) 1
 JZ3053  NAD 83(1986)-  39 48 34.52709(N)    084 26 48.10892(W) AD(       ) 1
 JZ3053  NAD 27      -  39 48 34.32500(N)    084 26 48.29200(W) AD(       ) 1
 JZ3053
 JZ3053.Superseded values are not recommended for survey control.
 JZ3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3053.See file dsdata.txt to determine how the superseded data were derived.
 JZ3053
 JZ3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK1856709743(NAD 83)
 JZ3053_MARKER: DS = TRIANGULATION STATION DISK
 JZ3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3053_MARK LOGO: CGS   
 JZ3053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3053+STABILITY: SURFACE MOTION
 JZ3053
 JZ3053  HISTORY     - Date     Condition        Report By
 JZ3053  HISTORY     - 1927     MONUMENTED       CGS
 JZ3053  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 JZ3053
 JZ3053                          STATION DESCRIPTION
 JZ3053
 JZ3053'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3053'STATION IS 3/4 MILE E AND A LITTLE S OF PYRMONT ON THE SECTION LINE
 JZ3053'ROAD KNOWN AS THE PROVIDENCE ROAD. IT IS 3.80 METERS (12.50 FEET) S
 JZ3053'OF THE CENTER OF THE ROAD, 2.30 METERS (7.60 FEET) N OF FENCE, AND
 JZ3053'115 METERS (378 FEET) W OF DRIVEWAY TO HOUSE OF MRS. GARWOOD.
 JZ3053'
 JZ3053'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3053'
 JZ3053'HEIGHT OF SIGNAL ABOVE STATION MARK- 1.2 METERS.
 JZ3053
 JZ3053                          STATION RECOVERY (1995)
 JZ3053
 JZ3053'RECOVERY NOTE BY US POWER SQUADRON 1995
 JZ3053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3258 ***********************************************************************
 AE3258  DESIGNATION -  GARY
 AE3258  PID         -  AE3258
 AE3258  STATE/COUNTY-  OH/MONTGOMERY
 AE3258  USGS QUAD   -  FAIRBORN (1992)
 AE3258
 AE3258                         *CURRENT SURVEY CONTROL
 AE3258  ___________________________________________________________________
 AE3258* NAD 83(1995)-  39 50 41.68506(N)    084 04 41.89860(W)     ADJUSTED  
 AE3258* NAVD 88     -       268.5    (meters)     881.     (feet)  GPS OBS   
 AE3258  ___________________________________________________________________
 AE3258  X           -     505,935.329 (meters)                     COMP
 AE3258  Y           -  -4,877,770.839 (meters)                     COMP
 AE3258  Z           -   4,064,930.216 (meters)                     COMP
 AE3258  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AE3258  ELLIP HEIGHT-         235.33  (meters)          (10/07/05) GPS OBS
 AE3258  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AE3258
 AE3258  HORZ ORDER  -  FIRST
 AE3258  ELLP ORDER  -  FOURTH    CLASS I
 AE3258
 AE3258.The horizontal coordinates were established by GPS observations
 AE3258.and adjusted by the National Geodetic Survey in September 1997..
 AE3258
 AE3258.The orthometric height was determined by GPS observations and a
 AE3258.high-resolution geoid model.
 AE3258
 AE3258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3258
 AE3258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3258
 AE3258.The ellipsoidal height was determined by GPS observations
 AE3258.and is referenced to NAD 83.
 AE3258
 AE3258.The geoid height was determined by GEOID03.
 AE3258
 AE3258;                    North         East     Units Scale Factor Converg.
 AE3258;SPC OH S     -   205,993.874   464,929.201   MT  0.99996816   -1 00 05.3
 AE3258;UTM  16      - 4,414,629.831   749,977.892   MT  1.00036938   +1 52 22.6
 AE3258;UTM  17      - 4,415,079.841   236,620.383   MT  1.00045409   -1 58 24.4
 AE3258
 AE3258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3258!SPC OH S     -   0.99996308  x   0.99996816  =   0.99993124
 AE3258!UTM  16      -   0.99996308  x   1.00036938  =   1.00033245
 AE3258!UTM  17      -   0.99996308  x   1.00045409  =   1.00041716
 AE3258
 AE3258|---------------------------------------------------------------------|
 AE3258| PID    Reference Object                     Distance      Geod. Az  |
 AE3258|                                                           dddmmss.s |
 AE3258| AE3270 GARY AZ MK                          332.150 METERS 27158     |
 AE3258|---------------------------------------------------------------------|
 AE3258
 AE3258                          SUPERSEDED SURVEY CONTROL
 AE3258
 AE3258  ELLIP H (09/11/97)  235.41   (m)                       GP(       ) 4 1
 AE3258
 AE3258.Superseded values are not recommended for survey control.
 AE3258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3258.See file dsdata.txt to determine how the superseded data were derived.
 AE3258
 AE3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4997814630(NAD 83)
 AE3258_MARKER: DD = SURVEY DISK
 AE3258_SETTING: 0 = UNSPECIFIED SETTING
 AE3258_STAMPING: GARY
 AE3258_MARK LOGO: CODDOP
 AE3258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3258+STABILITY: SURFACE MOTION
 AE3258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3258+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3258
 AE3258  HISTORY     - Date     Condition        Report By
 AE3258  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3258
 AE3258                          STATION DESCRIPTION
 AE3258
 AE3258'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3258'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM INTERSECTION OF I-70
 AE3258'AND RT. 202 IN THE CITY OF HUBER HEIGHTS GO SOUTH ALONG RT 202 FOR 1.5
 AE3258'MI (2.4 KM) TO CHAMBERSBURG RD GO EAST ALONG CHAMBERSBURG RD FOR 3.8
 AE3258'MI (6.1 KM) TO STATION ON LEFT, ACROSS FROM ADDRESS NO. 8216. STATION
 AE3258'IS A BRONZE DISK IN CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF
 AE3258'PLANNING, STAMPED GARY, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 AE3258'STATION IS LOCATED 23.0 FT (7.0 M) NORTH FROM THE CENTERLINE OF
 AE3258'CHAMBERSBURG RD, 50.0 FT (15.2 M) EAST FROM A POWER POLE, 5.0 FT (1.5
 AE3258'M) SOUTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3270 ***********************************************************************
 AE3270  DESIGNATION -  GARY AZ MK
 AE3270  PID         -  AE3270
 AE3270  STATE/COUNTY-  OH/MONTGOMERY
 AE3270  USGS QUAD   -  FAIRBORN (1992)
 AE3270
 AE3270                         *CURRENT SURVEY CONTROL
 AE3270  ___________________________________________________________________
 AE3270* NAD 83(1995)-  39 50 42.05391(N)    084 04 55.86149(W)     ADJUSTED  
 AE3270* NAVD 88     -       279.1    (meters)     916.     (feet)  GPS OBS   
 AE3270  ___________________________________________________________________
 AE3270  X           -     505,605.220 (meters)                     COMP
 AE3270  Y           -  -4,877,805.929 (meters)                     COMP
 AE3270  Z           -   4,064,945.748 (meters)                     COMP
 AE3270  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AE3270  ELLIP HEIGHT-         245.94  (meters)          (10/07/05) GPS OBS
 AE3270  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AE3270
 AE3270  HORZ ORDER  -  FIRST
 AE3270  ELLP ORDER  -  FOURTH    CLASS I
 AE3270
 AE3270.The horizontal coordinates were established by GPS observations
 AE3270.and adjusted by the National Geodetic Survey in September 1997..
 AE3270
 AE3270.The orthometric height was determined by GPS observations and a
 AE3270.high-resolution geoid model.
 AE3270
 AE3270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3270
 AE3270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3270
 AE3270.The ellipsoidal height was determined by GPS observations
 AE3270.and is referenced to NAD 83.
 AE3270
 AE3270.The geoid height was determined by GEOID03.
 AE3270
 AE3270;                    North         East     Units Scale Factor Converg.
 AE3270;SPC OH S     -   206,011.057   464,597.506   MT  0.99996817   -1 00 14.1
 AE3270;UTM  16      - 4,414,630.359   749,645.620   MT  1.00036733   +1 52 13.6
 AE3270;UTM  17      - 4,415,102.659   236,288.866   MT  1.00045625   -1 58 33.4
 AE3270
 AE3270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3270!SPC OH S     -   0.99996142  x   0.99996817  =   0.99992959
 AE3270!UTM  16      -   0.99996142  x   1.00036733  =   1.00032873
 AE3270!UTM  17      -   0.99996142  x   1.00045625  =   1.00041765
 AE3270
 AE3270|---------------------------------------------------------------------|
 AE3270| PID    Reference Object                     Distance      Geod. Az  |
 AE3270|                                                           dddmmss.s |
 AE3270| AE3258 GARY                                332.150 METERS 09158     |
 AE3270|---------------------------------------------------------------------|
 AE3270
 AE3270                          SUPERSEDED SURVEY CONTROL
 AE3270
 AE3270  ELLIP H (09/11/97)  246.02   (m)                       GP(       ) 4 1
 AE3270
 AE3270.Superseded values are not recommended for survey control.
 AE3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3270.See file dsdata.txt to determine how the superseded data were derived.
 AE3270
 AE3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4964614630(NAD 83)
 AE3270_MARKER: DD = SURVEY DISK
 AE3270_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3270_STAMPING: GARY AZ
 AE3270_MARK LOGO: CODDOP
 AE3270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3270+STABILITY: SURFACE MOTION
 AE3270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3270+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3270
 AE3270  HISTORY     - Date     Condition        Report By
 AE3270  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3270
 AE3270                          STATION DESCRIPTION
 AE3270
 AE3270'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3270'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM INTERSECTION OF I-70
 AE3270'AND RT. 202 IN THE CITY OF HUBER HEIGHTS GO SOUTH ALONG RT. 202 FOR
 AE3270'1.4 MI (2.3 KM) TO CHAMBERSBURG RD. GO EAST ALONG CHAMBERSBURG RD. FOR
 AE3270'3.5 MI (5.6 KM) TO STATION ON LEFT. STATION IS A BRONZE DISK IN
 AE3270'CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED GARY
 AE3270'AZ, AND IS FLUSH WITH THE SURFACE OF THE GROUND.  STATION IS LOCATED
 AE3270'19.6 FT (6.0 M) SOUTH OF CENTERLINE OF CHAMBERSBURG RD., 65.6 FT (20.0
 AE3270'M) EAST OF POWERPOLE, 50.0 FT (15.2 M) WEST OF CENTERLINE OF BLACKTOP
 AE3270'DRIVE(ADDRESS 8012).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3016 ***********************************************************************
 JZ3016  DESIGNATION -  GATE
 JZ3016  PID         -  JZ3016
 JZ3016  STATE/COUNTY-  OH/MONTGOMERY
 JZ3016  USGS QUAD   -  TROTWOOD (1992)
 JZ3016
 JZ3016                         *CURRENT SURVEY CONTROL
 JZ3016  ___________________________________________________________________
 JZ3016* NAD 83(1995)-  39 50 47.09894(N)    084 19 14.67180(W)     ADJUSTED  
 JZ3016* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 JZ3016  ___________________________________________________________________
 JZ3016  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 JZ3016  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JZ3016
 JZ3016  HORZ ORDER  -  FIRST
 JZ3016
 JZ3016.The horizontal coordinates were established by classical geodetic methods
 JZ3016.and adjusted by the National Geodetic Survey in April 1998..
 JZ3016
 JZ3016.The orthometric height was scaled from a topographic map.
 JZ3016
 JZ3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3016
 JZ3016.The geoid height was determined by GEOID03.
 JZ3016
 JZ3016;                    North         East     Units Scale Factor Converg.
 JZ3016;SPC OH S     -   206,551.305   444,187.519   MT  0.99996837   -1 09 19.1
 JZ3016;UTM  16      - 4,414,146.573   729,227.313   MT  1.00024693   +1 43 02.8
 JZ3016
 JZ3016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3016!SPC OH S     -   0.99996020  x   0.99996837  =   0.99992857
 JZ3016!UTM  16      -   0.99996020  x   1.00024693  =   1.00020712
 JZ3016
 JZ3016                          SUPERSEDED SURVEY CONTROL
 JZ3016
 JZ3016  NAD 83(1986)-  39 50 47.11162(N)    084 19 14.68210(W) AD(       ) 1
 JZ3016  NAD 27      -  39 50 46.90800(N)    084 19 14.87400(W) AD(       ) 1
 JZ3016
 JZ3016.Superseded values are not recommended for survey control.
 JZ3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3016.See file dsdata.txt to determine how the superseded data were derived.
 JZ3016
 JZ3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK2922714147(NAD 83)
 JZ3016_MARKER: Z = SEE DESCRIPTION
 JZ3016_SETTING: 0 = UNSPECIFIED SETTING
 JZ3016_MARK LOGO: CGS   
 JZ3016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3016
 JZ3016  HISTORY     - Date     Condition        Report By
 JZ3016  HISTORY     - 1927     MONUMENTED       CGS
 JZ3016  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ3016  HISTORY     - 19961014 MARK NOT FOUND   USPSQD
 JZ3016
 JZ3016                          STATION DESCRIPTION
 JZ3016
 JZ3016'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3016'STATION IS A MARK SET IN THE CONCRETE PAVEMENT OF THE SALEM PIKE
 JZ3016'ABOUT 1-3/4 MILES NW OF THE TOWN OT TAYLORSBURG AND IS W OF THE
 JZ3016'PROPERTY BELONGING TO MR. WILLIAM A. ULLERY.  IT IS 0.3 METER (0.8
 JZ3016'FOOT) SW OF THE NE EDGE OF THE CONCRETE PAVEMENT, 2.5 METERS
 JZ3016'(8.2 FEET) NE OF THE CENTER LINE OF THE PIKE, AND 8.3 METERS (27.4
 JZ3016'FEET) E OF A CONCRETE GATEPOST ON THE OPPOSITE SIDE OF THE PIKE.
 JZ3016'
 JZ3016'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 JZ3016
 JZ3016                          STATION RECOVERY (1967)
 JZ3016
 JZ3016'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ3016'LOST OR DESTROYED DUE TO NEW HIGHWAY CONST.  PAVEMENT AND CONCRETE
 JZ3016'GATEPOST MENTIONED IN DESCRIPTION NO LONGER EXIST.  LOCAL
 JZ3016'RESIDENT COULD NOT INFORM ME AS TO LOCATION OF ULLERY PROPERTY.
 JZ3016
 JZ3016                          STATION RECOVERY (1996)
 JZ3016
 JZ3016'RECOVERY NOTE BY US POWER SQUADRON 1996
 JZ3016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3261 ***********************************************************************
 KY3261  DESIGNATION -  GAVERS
 KY3261  PID         -  KY3261
 KY3261  STATE/COUNTY-  OH/COLUMBIANA
 KY3261  USGS QUAD   -  GAVERS (1971)
 KY3261
 KY3261                         *CURRENT SURVEY CONTROL
 KY3261  ___________________________________________________________________
 KY3261* NAD 83(1995)-  40 40 36.57677(N)    080 48 40.79969(W)     ADJUSTED  
 KY3261* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 KY3261  ___________________________________________________________________
 KY3261  X           -     773,574.786 (meters)                     COMP
 KY3261  Y           -  -4,782,188.329 (meters)                     COMP
 KY3261  Z           -   4,135,522.501 (meters)                     COMP
 KY3261  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 KY3261  ELLIP HEIGHT-         385.17  (meters)          (10/07/05) GPS OBS
 KY3261  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY3261
 KY3261  HORZ ORDER  -  FIRST
 KY3261  ELLP ORDER  -  FOURTH    CLASS I
 KY3261
 KY3261.The horizontal coordinates were established by classical geodetic methods
 KY3261.and adjusted by the National Geodetic Survey in April 1998..
 KY3261
 KY3261.The orthometric height was scaled from a topographic map.
 KY3261
 KY3261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3261
 KY3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3261
 KY3261.The ellipsoidal height was determined by GPS observations
 KY3261.and is referenced to NAD 83.
 KY3261
 KY3261.The geoid height was determined by GEOID03.
 KY3261
 KY3261;                    North         East     Units Scale Factor Converg.
 KY3261;SPC OH N     -   113,556.363   742,753.668   MT  0.99996227   +1 06 33.7
 KY3261;UTM  17      - 4,502,899.899   515,944.415   MT  0.99960313   +0 07 22.7
 KY3261
 KY3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3261!SPC OH N     -   0.99993958  x   0.99996227  =   0.99990186
 KY3261!UTM  17      -   0.99993958  x   0.99960313  =   0.99954274
 KY3261
 KY3261:                Primary Azimuth Mark                     Grid Az
 KY3261:SPC OH N     -  CENTER                                   020 36 51.9
 KY3261:UTM  17      -  CENTER                                   021 36 02.9
 KY3261
 KY3261|---------------------------------------------------------------------|
 KY3261| PID    Reference Object                     Distance      Geod. Az  |
 KY3261|                                                           dddmmss.s |
 KY3261| KY3276 CENTER                              APPROX. 8.8 KM 0214325.6 |
 KY3261| CX4569 GAVERS RM 1                          18.820 METERS 05717     |
 KY3261| KY3262 LITTLE AZ MK                        258.124 METERS 09405     |
 KY3261| KY3263 LITTLE                              308.534 METERS 11538     |
 KY3261| CX4570 GAVERS RM 2                          21.560 METERS 26751     |
 KY3261|---------------------------------------------------------------------|
 KY3261
 KY3261                          SUPERSEDED SURVEY CONTROL
 KY3261
 KY3261  ELLIP H (04/01/98)  385.26   (m)                       GP(       ) 4 1
 KY3261  NAD 83(1986)-  40 40 36.58214(N)    080 48 40.80494(W) AD(       ) 1
 KY3261  NAD 27      -  40 40 36.36800(N)    080 48 41.52400(W) AD(       ) 1
 KY3261
 KY3261.Superseded values are not recommended for survey control.
 KY3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3261.See file dsdata.txt to determine how the superseded data were derived.
 KY3261
 KY3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1594402900(NAD 83)
 KY3261_MARKER: DD = SURVEY DISK
 KY3261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3261_SP_SET: CONCRETE POST
 KY3261_STAMPING: GAVERS 1950
 KY3261_MARK LOGO: CGS   
 KY3261_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3261+STABILITY: SURFACE MOTION
 KY3261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3261+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1993
 KY3261
 KY3261  HISTORY     - Date     Condition        Report By
 KY3261  HISTORY     - 1950     MONUMENTED       CGS
 KY3261  HISTORY     - 1950     GOOD             CGS
 KY3261  HISTORY     - 1959     GOOD             USGS
 KY3261  HISTORY     - 19931217 GOOD             GEOMET
 KY3261
 KY3261                          STATION DESCRIPTION
 KY3261
 KY3261'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3261'THE STATION IS LOCATED ABOUT 4 MILES NORTH NORTHEAST OF
 KY3261'SALINEVILLE, 4 MILES EAST OF SUMMITVILLE AND 2 MILES SOUTHWEST OF
 KY3261'GAVERS ON THE HIGHEST HILL IN THE IMMEDIATE VICINITY.  IT IS 65 FEET
 KY3261'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE (MR. ANDREW
 KY3261'SPAWN), 4 FEET SOUTH OF A WITNESS POST, 31.4 FEET SOUTHWEST OF A
 KY3261'SMALL PEACH TREE AND 19-1/2 FEET SOUTHEAST OF A PEAR TREE.  IT IS
 KY3261'1 FOOT BELOW THE SURFACE AND IS STAMPED GAVERS
 KY3261'1950.
 KY3261'
 KY3261'REFERENCE MARK NO. 1 IS 4 FEET NORTH OF THE NORTHWEST CORNER OF
 KY3261'THE GARAGE AND 1 FOOT SOUTH OF THE SOUTH EDGE OF A RASPBERRY
 KY3261'PATCH.  IT IS FLUSH WITH THE SURFACE AND IS STAMPED GAVERS NO 1 1950.
 KY3261'
 KY3261'REFERENCE MARK NO. 2 IS 53 FEET SOUTH OF THE SOUTHWEST CORNER OF
 KY3261'THE HOUSE AND 31 FEET SOUTH OF THE SOUTH END OF A SIDEWALK.  IT IS
 KY3261'2 FEET NORTH OF A POWER POLE AND IS STAMPED GAVERS NO 2 1950.
 KY3261'
 KY3261'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE COURTHOUSE IN
 KY3261'LISBON, GO SOUTH ON STATE ROUTE NO 164 FOR 6.2 TO THE VILLAGE OF
 KY3261'GAVERS, CONTINUE SOUTH ON ROUTE NO 164 FOR 2.6 MILES TO A
 KY3261'GRAVELED T-ROAD RIGHT, TURN RIGHT AND GO 0.3 MILE UP GRADE TO A
 KY3261'MAIL BOX AND DRIVEWAY RIGHT, GO RIGHT TO THE HOUSE AND THE STATION
 KY3261'MARK.
 KY3261'
 KY3261'STATION LITTLE WAS OBSERVED AS THE AZIMUTH MARK FOR THIS STATION.
 KY3261'SEE DESCRIPTION FOR STATION LITTLE.
 KY3261
 KY3261                          STATION RECOVERY (1950)
 KY3261
 KY3261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KY3261'RECOVERED IN GOOD CONDITION.
 KY3261
 KY3261                          STATION RECOVERY (1959)
 KY3261
 KY3261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KY3261'THE STATION IS LOCATED ABOUT 4.0 MILES NE OF SALINEVILLE, 4.0
 KY3261'MILES E OF SUMMITVILLE AND 2.0 MILE SW OF GAVERS ON THE HIGHEST
 KY3261'HILL IN THE VICINITY.  IT IS 53 FEET SE OF THE
 KY3261'SE CORNER OF A BRICK HOUSE.  (MR. T.D. TEFFT), 31.4 FEET SW OF A
 KY3261'SMALL PEACH TREE AND 19.5 FEET SE OF AN APPLE
 KY3261'TREE.  IT IS ALSO 18.5 FEET S OF THE CENTER OF CEMENT WELL CURBING
 KY3261'AND IS NOW 2.0 FEET BELOW THE GROUND WITH THE STAMPING GAVERS 1950.
 KY3261'
 KY3261'BOTH OF THE REFERENCE MARKS ARE ALL RIGHT.  THE GARAGE MENTIONED
 KY3261'IN THE DESCRIPTION FOR REFERENCE MARK 1 HAS NOW TUMBLED DOWN BUT
 KY3261'THE FOUNDATION IS STILL PRESENT.  THE SIDEWALK
 KY3261'MENTIONED FOR REFERENCE MARK 2 IS NOW GONE BUT THE REST OF THE
 KY3261'DESCRIPTION STILL APPLIES.
 KY3261
 KY3261                          STATION RECOVERY (1993)
 KY3261
 KY3261'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 KY3261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6086 ***********************************************************************
 AB6086  CBN         -  This is a Cooperative Base Network Control Station.
 AB6086  DESIGNATION -  GEA GAR
 AB6086  PID         -  AB6086
 AB6086  STATE/COUNTY-  OH/GEAUGA
 AB6086  USGS QUAD   -  BURTON (1966)
 AB6086
 AB6086                         *CURRENT SURVEY CONTROL
 AB6086  ___________________________________________________________________
 AB6086* NAD 83(1995)-  41 28 13.60772(N)    081 09 12.08534(W)     ADJUSTED  
 AB6086* NAVD 88     -       390.3    (meters)    1281.     (feet)  GPS OBS   
 AB6086  ___________________________________________________________________
 AB6086  X           -     736,104.757 (meters)                     COMP
 AB6086  Y           -  -4,729,477.801 (meters)                     COMP
 AB6086  Z           -   4,201,949.401 (meters)                     COMP
 AB6086  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AB6086  ELLIP HEIGHT-         356.37  (meters)          (03/08/05) GPS OBS
 AB6086  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 AB6086
 AB6086  HORZ ORDER  -  B
 AB6086  ELLP ORDER  -  FOURTH    CLASS II
 AB6086
 AB6086.The horizontal coordinates were established by GPS observations
 AB6086.and adjusted by the National Geodetic Survey in August 1996..
 AB6086
 AB6086.The orthometric height was determined by GPS observations and a
 AB6086.high-resolution geoid model.
 AB6086
 AB6086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6086
 AB6086.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6086
 AB6086.The ellipsoidal height was determined by GPS observations
 AB6086.and is referenced to NAD 83.
 AB6086
 AB6086.The geoid height was determined by GEOID03.
 AB6086
 AB6086;                    North         East     Units Scale Factor Converg.
 AB6086;SPC OH N     -   201,173.760   712,482.089   MT  0.99996380   +0 53 04.8
 AB6086;UTM  17      - 4,590,994.585   487,194.577   MT  0.99960202   -0 06 05.6
 AB6086
 AB6086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6086!SPC OH N     -   0.99994411  x   0.99996380  =   0.99990791
 AB6086!UTM  17      -   0.99994411  x   0.99960202  =   0.99954615
 AB6086
 AB6086                          SUPERSEDED SURVEY CONTROL
 AB6086
 AB6086  ELLIP H (08/20/96)  356.35   (m)                       GP(       ) 4 2
 AB6086
 AB6086.Superseded values are not recommended for survey control.
 AB6086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6086.See file dsdata.txt to determine how the superseded data were derived.
 AB6086
 AB6086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8719590995(NAD 83)
 AB6086_MARKER: I = METAL ROD
 AB6086_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6086_STAMPING: GEA GAR 1995
 AB6086_MARK LOGO: OHDT  
 AB6086_PROJECTION: FLUSH
 AB6086_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6086+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6086_ROD/PIPE-DEPTH: 9.1  meters
 AB6086_SLEEVE-DEPTH  : 0.9 meters
 AB6086
 AB6086  HISTORY     - Date     Condition        Report By
 AB6086  HISTORY     - 1995     MONUMENTED       OHDT
 AB6086
 AB6086                          STATION DESCRIPTION
 AB6086
 AB6086'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (JHR)
 AB6086'THE MARK IS LOCATED IN BURTON, OHIO, ODOT GEAUGA COUNTY GARAGE.  TO
 AB6086'REACH THE STATION FROM THE JUNCTION OF SR 44 AND SR 87, GO 3.4 KM
 AB6086'(2.10 MI) EAST ON SR 87, TURN RIGHT (SOUTH) INTO ODOT GARAGE. PROCEED
 AB6086'121.9 M (399.9 FT) STRAIGHT, TURN SHARP LEFT UPHILL AND PROCEED
 AB6086'APPROXIMATELY 91.4 M (299.9 FT) NORTH.  MONUMENT IS ON LEFT ON TOP OF
 AB6086'HILL.  MARK IS 24.43 M (80.15 FT) SOUTH FROM LIGHTPOLE AT ENTRANCE
 AB6086'GATE, 19.42 M (63.71 FT) NORTH FROM LIGHT POLE AT BOTTOM OF HILL,
 AB6086'28.52 M (93.57 FT) EAST FROM SOUTHEAST CORNER MAIN GARAGE BUILDING,
 AB6086'AND 0.9 M (3.0 FT) EAST OF FIBERGLASS WITNESS POST. OWNERSHIP--STATE
 AB6086'OF OHIO, DEPARTMENT OF TRANSPORTATION, DISTRICT 12 DEPUTY DIRECTOR,
 AB6086'5500 TRANSPORTATION BOULEVARD, GARFIELD HEIGHTS, OHIO 44125.  THE MARK
 AB6086'IS ACCESSIBLE ONLY BY ARRANGEMENT.  CONTACT THE ODOT GEAUGA COUNTY
 AB6086'SUPERINTENDENT, (216) 834-4441, FOR ACCESS TO MARK.  NOTE--SLEEVE
 AB6086'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1483 ***********************************************************************
 JY1483  DESIGNATION -  GEARY
 JY1483  PID         -  JY1483
 JY1483  STATE/COUNTY-  OH/GREENE
 JY1483  USGS QUAD   -  JAMESTOWN (1974)
 JY1483
 JY1483                         *CURRENT SURVEY CONTROL
 JY1483  ___________________________________________________________________
 JY1483* NAD 83(1995)-  39 37 33.63665(N)    083 43 56.40125(W)     ADJUSTED  
 JY1483* NAVD 88     -       328.1    (meters)    1076.     (feet)  GPS OBS   
 JY1483  ___________________________________________________________________
 JY1483  X           -     537,080.852 (meters)                     COMP
 JY1483  Y           -  -4,890,117.056 (meters)                     COMP
 JY1483  Z           -   4,046,277.374 (meters)                     COMP
 JY1483  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 JY1483  ELLIP HEIGHT-         295.22  (meters)          (10/07/05) GPS OBS
 JY1483  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JY1483
 JY1483  HORZ ORDER  -  FIRST
 JY1483  ELLP ORDER  -  FOURTH    CLASS I
 JY1483
 JY1483.The horizontal coordinates were established by classical geodetic methods
 JY1483.and adjusted by the National Geodetic Survey in April 1998..
 JY1483
 JY1483.The orthometric height was determined by GPS observations and a
 JY1483.high-resolution geoid model.
 JY1483
 JY1483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1483
 JY1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1483
 JY1483.The ellipsoidal height was determined by GPS observations
 JY1483.and is referenced to NAD 83.
 JY1483
 JY1483.The geoid height was determined by GEOID03.
 JY1483
 JY1483;                    North         East     Units Scale Factor Converg.
 JY1483;SPC OH S     -   181,231.796   494,203.552   MT  0.99994478   -0 46 55.0
 JY1483;UTM  17      - 4,389,817.148   265,484.658   MT  1.00027716   -1 44 36.3
 JY1483
 JY1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1483!SPC OH S     -   0.99995369  x   0.99994478  =   0.99989847
 JY1483!UTM  17      -   0.99995369  x   1.00027716  =   1.00023083
 JY1483
 JY1483|---------------------------------------------------------------------|
 JY1483| PID    Reference Object                     Distance      Geod. Az  |
 JY1483|                                                           dddmmss.s |
 JY1483| JY1480 PTS 55                              119.744 METERS 08847     |
 JY1483| CE6620 GEARY AZ MK                                        1953241.8 |
 JY1483| CE6621 GEARY RM 1                           61.898 METERS 23020     |
 JY1483| JY1492 WILBERFORCE COLLEGE SILVER TK       APPROX.16.2 KM 3090538.0 |
 JY1483| CE6622 GEARY RM 2                           29.943 METERS 31522     |
 JY1483| JY1482 JAMESTOWN MUNICIPAL TANK            APPROX. 3.5 KM 3541521.8 |
 JY1483|---------------------------------------------------------------------|
 JY1483
 JY1483                          SUPERSEDED SURVEY CONTROL
 JY1483
 JY1483  ELLIP H (04/01/98)  295.28   (m)                       GP(       ) 4 1
 JY1483  NAD 83(1986)-  39 37 33.64145(N)    083 43 56.40780(W) AD(       ) 1
 JY1483  NAD 27      -  39 37 33.42500(N)    083 43 56.68300(W) AD(       ) 1
 JY1483
 JY1483.Superseded values are not recommended for survey control.
 JY1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1483.See file dsdata.txt to determine how the superseded data were derived.
 JY1483
 JY1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6548589817(NAD 83)
 JY1483_MARKER: DD = SURVEY DISK
 JY1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1483_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JY1483_MARK LOGO: CGS   
 JY1483_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1483+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1992
 JY1483
 JY1483  HISTORY     - Date     Condition        Report By
 JY1483  HISTORY     - 1938     MONUMENTED       CGS
 JY1483  HISTORY     - 1938     GOOD             CGS
 JY1483  HISTORY     - 1954     MARK NOT FOUND   USGS
 JY1483  HISTORY     - 1958     GOOD             THOMAS
 JY1483  HISTORY     - 19920914 GOOD             GRWAS
 JY1483  HISTORY     - 19981130 MARK NOT FOUND   USPSQD
 JY1483
 JY1483                          STATION DESCRIPTION
 JY1483
 JY1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JY1483'STATION IS LOCATED ABOUT 3.3 MILES N OF BOWERSVILLE, 2.3 MILES S OF
 JY1483'JAMESTOWN, ON THE W SIDE OF ROUTE 72, AT THE HIGHEST POINT OF PASTURE
 JY1483'OWNED BY A MR. GEARY, WHO LIVES ABOUT 100 YARDS W OF THE STATION.
 JY1483'MARK IS 62.0 FEET S OF E AND W FENCE LINE, 75 FEET S OF CENTER LINE
 JY1483'OF MACADAM ROAD, 60.5 FEET SSE OF THE S LEG OF METAL HIGH-LINE TOWER,
 JY1483'145 FEET SE OF THE NW FENCE CORNER OF PASTURE, 138 FEET E OF THE N-S
 JY1483'FENCE LINE, AND W OF THE CENTER LINE OF 72, AND IS SET 12 INCHES
 JY1483'BELOW SURFACE OF GROUND.
 JY1483'
 JY1483'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JY1483'BRONZE DISKS IN CONCRETE.
 JY1483'
 JY1483'REFERENCE MARK NO. 1 IS SW OF THE STATION, 1 FOOT E OF THE N-S FENCE
 JY1483'LINE, 15 FEET S OF A 12-INCH TREE ON THE W SIDE OF FENCE, AND
 JY1483'PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS NW OF THE STATION, 1 FOOT
 JY1483'S OF E-W FENCE LINE, 15 FEET S OF CENTER LINE OF MACADAM ROAD,
 JY1483'40 FEET E OF THE NW FENCE CORNER, AND PROJECTS 6 INCHES.
 JY1483'
 JY1483'AZIMUTH MARK IS SSW OF THE STATION, IN THE SW CORNER OF PASTURE
 JY1483'ADJOINING PASTURE IN WHICH STATION IS LOCATED, 2 FEET N OF E-W FENCE
 JY1483'LINE, 2 FEET E OF N-S FENCE LINE, 3 FEET NE OF FENCE CORNER, 25 FEET
 JY1483'E OF A 14-INCH TREE ON THE S SIDE OF FENCE, AND PROJECTS 8 INCHES.
 JY1483'
 JY1483'U.S.G.S. PRIM. TRAV. STA. NO. 55, OHIO-1909 MARK IS A 4-INCH IRON
 JY1483'PIPE WITH METAL CAP STAMPED AS ABOVE, IS 2 INCHES BELOW SURFACE
 JY1483'OF MACADAM IN THE SE TRIANGLE OF CROSSROADS (72 AND E-W MACADAM
 JY1483'ROAD), 8 FEET W OF CONCRETE FENCE CORNER POST, 41.6 FEET W OF SW
 JY1483'CORNER OF S ABUTMENT OF CULVERT UNDER MACADAM ROAD, 48.6 FEET WSW OF
 JY1483'SW CORNER OF N ABUTMENT OF SAME CULVERT, AND 47.0 FEET E OF THE NE
 JY1483'CORNER OF CONCRETE BASE OF HIGH-LINE TOWER.
 JY1483'
 JY1483'TO REACH STATION FROM BOWERSVILLE, GO N ON 72 FOR 3.3 MILES TO
 JY1483'CROSSROADS AND STATION ON L, THIS POINT MAY BE REACHED FROM
 JY1483'JAMESTOWN BY GOING S ON 72 FOR 2.3 MILES.
 JY1483'
 JY1483'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JY1483
 JY1483                          STATION RECOVERY (1938)
 JY1483
 JY1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 JY1483'RECOVERED IN GOOD CONDITION.
 JY1483
 JY1483                          STATION RECOVERY (1954)
 JY1483
 JY1483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JY1483'STATION WAS DESTROYED, AND PIECES WERE SCATTERED THROUGHOUT THE AREA.
 JY1483'DUG DOWN ABOUT 3 FEET.  ONLY SMALL PIECES OF MARK REMAINED.
 JY1483'
 JY1483'REFERENCE MARK NO. 1 AND 2 ARE IN PLACE.
 JY1483
 JY1483                          STATION RECOVERY (1958)
 JY1483
 JY1483'RECOVERY NOTE BY THOMAS ENG AND SURV 1958 (HBW)
 JY1483'THE STATION AND ALL MARKS EXCEPTING THE U.S.G.S. PRIM. TRAV. STA. NO.
 JY1483'55 (FOR WHICH SEARCH WAS NOT MADE) WERE RECOVERED AND FOUND IN GOOD
 JY1483'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPTING THAT
 JY1483'FENCES HAVE BEEN REPLACED.  THE MARK IS NOW 59.0 FEET S OF THE E
 JY1483'AND W FENCE LINE AND 139.1 FEET E OF THE N AND S FENCE LINE.
 JY1483'
 JY1483'THE JAMESTOWN MUNICIPAL WATER TANK IS VISIBLE FROM THE GROUND.
 JY1483
 JY1483                          STATION RECOVERY (1992)
 JY1483
 JY1483'RECOVERY NOTE BY GRW AERIAL SURVEY 1992
 JY1483'FROM THE JUNCTION OF U.S. ROUTE 68 AND U.S. ROUTE 35 IN XENIA, GO EAST
 JY1483'ON ROUTE 35 ABOUT 11 MI (17.70 KM) TO THE JUNCTION OF STATE ROUTE 72
 JY1483'IN JAMESTOWN, GO RIGHT(SOUTH) ON ROUTE 72 ABOUT 2.3 MI (3.70 KM) TO
 JY1483'THE JUNCTION OF JASPER ROAD(PLYMOUTH ROAD TO THE EAST). STATION IS
 JY1483'ABOUT 350 FT (106.68 M) WEST OF AND ABOUT 75 FT (22.86 M) SOUTH OF
 JY1483'INTERSECTION AT HIGH POINT IN PASTURE.
 JY1483'STATION IS LOCATED ABOUT 3.3 MI (5.31 KM) NORTH OF BOWERSVILLE, 2.2 MI
 JY1483'(3.54 KM) SOUTH OF JAMESTOWN, ON THE WEST SIDE OF STATE ROUTE 72 AT
 JY1483'THE HIGHEST POINT IN THE PASTURE, 59 FT (17.98 M) SOUTH OF THE
 JY1483'EAST-WEST FENCE LINE, 139 FT (42.37 M) EAST OF THE NORTH-SOUTH FENCE
 JY1483'LINE, 75 FT (22.86 M) SOUTH OF THE CENTERLINE OF JASPER ROAD, 60.5 FT
 JY1483'(18.44 M) SOUTH-SOUTHEAST OF THE SOUTH LEG OF A METAL HIGH LINE TOWER
 JY1483', AND IS RECESSED ABOUT 12 IN.
 JY1483
 JY1483                          STATION RECOVERY (1998)
 JY1483
 JY1483'RECOVERY NOTE BY US POWER SQUADRON 1998
 JY1483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2771 ***********************************************************************
 MB2771  DESIGNATION -  GEAUGA
 MB2771  PID         -  MB2771
 MB2771  STATE/COUNTY-  OH/GEAUGA
 MB2771  USGS QUAD   -  AURORA (1964)
 MB2771
 MB2771                         *CURRENT SURVEY CONTROL
 MB2771  ___________________________________________________________________
 MB2771* NAD 83(1995)-  41 21 00.20532(N)    081 15 40.37248(W)     ADJUSTED  
 MB2771* NAVD 88     -       390.0    (meters)    1280.     (feet)  VERTCON   
 MB2771  ___________________________________________________________________
 MB2771  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 MB2771  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB2771
 MB2771  HORZ ORDER  -  FIRST
 MB2771
 MB2771.The horizontal coordinates were established by classical geodetic methods
 MB2771.and adjusted by the National Geodetic Survey in April 1998..
 MB2771
 MB2771.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2771
 MB2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2771
 MB2771.The geoid height was determined by GEOID03.
 MB2771
 MB2771;                    North         East     Units Scale Factor Converg.
 MB2771;SPC OH N     -   187,671.460   703,663.522   MT  0.99995125   +0 48 49.8
 MB2771;UTM  17      - 4,577,650.807   478,148.085   MT  0.99960588   -0 10 21.3
 MB2771
 MB2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2771!SPC OH N     -   0.99994412  x   0.99995125  =   0.99989537
 MB2771!UTM  17      -   0.99994412  x   0.99960588  =   0.99955002
 MB2771
 MB2771|---------------------------------------------------------------------|
 MB2771| PID    Reference Object                     Distance      Geod. Az  |
 MB2771|                                                           dddmmss.s |
 MB2771| CC9906 GEAUGA RM 1                          14.450 METERS 07926     |
 MB2771| MB2256 BLAZEK                              APPROX. 6.5 KM 1055950.6 |
 MB2771| MB2805 AURORA N MUN TANK                   APPROX. 8.5 KM 2532117.5 |
 MB2771| MB2832 GEAUGA LAKE PARK OBS TOWER          APPROX. 9.8 KM 2692407.0 |
 MB2771| CC9907 GEAUGA RM 2                          17.366 METERS 28529     |
 MB2771|---------------------------------------------------------------------|
 MB2771
 MB2771                          SUPERSEDED SURVEY CONTROL
 MB2771
 MB2771  NAD 83(1986)-  41 21 00.21414(N)    081 15 40.37132(W) AD(       ) 1
 MB2771  NAD 27      -  41 21 00.01576(N)    081 15 40.99989(W) AD(       ) 1
 MB2771  NGVD 29 (07/19/86)  390.2    (m)         1280.     (f) VERT ANG       
 MB2771
 MB2771.Superseded values are not recommended for survey control.
 MB2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2771.See file dsdata.txt to determine how the superseded data were derived.
 MB2771
 MB2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7814877651(NAD 83)
 MB2771_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2771_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2771
 MB2771  HISTORY     - Date     Condition        Report By
 MB2771  HISTORY     - 1978     MONUMENTED       NGS
 MB2771
 MB2771                          STATION DESCRIPTION
 MB2771
 MB2771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 MB2771'THE STATION IS ABOUT 5 MILES NORTHEAST OF AURORA, 3-1/4 MILES
 MB2771'NORTHWEST OF MANTUA CORNERS, 3-1/2 MILES SOUTHWEST OF AUBURN
 MB2771'CORNERS, 0.2 MILE NORTH OF THE PORTAGE COUNTY LINE, AND
 MB2771'ON PROPERTY OWNED BY MR. DON HAUETER, P.O. BOX 206, CHARDON,
 MB2771'OHIO 44024, TELEPHONE NUMBER 216-286-9482.
 MB2771'
 MB2771'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44 AND
 MB2771'82 IN THE SMALL COMMUNITY OF MANTUA CORNERS, GO WEST ON STATE
 MB2771'HIGHWAY 82 FOR 2.15 MILES TO A PAVED SIDE ROAD RIGHT, FROST
 MB2771'ROAD.  TURN RIGHT AND GO NORTH ON FROST ROAD FOR 2.7 MILES TO
 MB2771'A GRAVELED SIDE ROAD RIGHT, HARNER ROAD.  TURN RIGHT AND GO
 MB2771'EAST ON HARNER ROAD FOR 0.1 MILE TO THE ENTRANCE TO A SAND AND
 MB2771'GRAVEL PIT ON THE LEFT.  TURN LEFT AND GO NORTH AND NORTHEAST
 MB2771'FOR 0.1 MILE THEN BEAR LEFT AND GO UPHILL FOR 0.15 MILE TO THE
 MB2771'HIGHEST PART OF THE HILL AND THE STATION.
 MB2771'
 MB2771'THE STATION MARKS, STAMPED---GEAUGA 1977---, ARE STANDARD DISKS.
 MB2771'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2771'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 MB2771'3.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  THE
 MB2771'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 MB2771'INCHES BELOW THE GROUND.
 MB2771'
 MB2771'REFERENCE MARK 1, STAMPED---GEAUGA NO 1 1977---, IS A STANDARD
 MB2771'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MB2771'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET
 MB2771'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND ABOUT 1 FOOT
 MB2771'BELOW THE LEVEL OF THE STATION.
 MB2771'
 MB2771'REFERENCE MARK 2, STAMPED---GEAUGA NO 2 1977---, IS A STANDARD
 MB2771'DISK SET IN THE TOP OF A 12-INCH CYLINCRICAL CONCRETE MONUMENT
 MB2771'THAT PROJECTS 3 INCHES ABOVE THE GROUND AND ABOUT 1 FOOT
 MB2771'BELOW THE LEVEL OF THE STATION.
 MB2771'
 MB2771'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.2 METERS.
 MB2771'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 MB2771'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO CREST OF HILL AND
 MB2771'TREES AND BRUSH ON LINE.
 MB2771'
 MB2771'DESCRIBED BY R.L. ZURFLUH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2832 ***********************************************************************
 MB2832  DESIGNATION -  GEAUGA LAKE PARK OBS TOWER
 MB2832  PID         -  MB2832
 MB2832  STATE/COUNTY-  OH/GEAUGA
 MB2832  USGS QUAD   -  TWINSBURG (1984)
 MB2832
 MB2832                         *CURRENT SURVEY CONTROL
 MB2832  ___________________________________________________________________
 MB2832* NAD 83(1995)-  41 20 56.67739(N)    081 22 41.66094(W)     ADJUSTED  
 MB2832* NAVD 88     -                                                        
 MB2832  ___________________________________________________________________
 MB2832  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 MB2832  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB2832
 MB2832  HORZ ORDER  -  THIRD
 MB2832
 MB2832.The horizontal coordinates were established by classical geodetic methods
 MB2832.and adjusted by the National Geodetic Survey in April 1998..
 MB2832
 MB2832
 MB2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2832
 MB2832.The geoid height was determined by GEOID03.
 MB2832
 MB2832;                    North         East     Units Scale Factor Converg.
 MB2832;SPC OH N     -   187,430.111   693,872.689   MT  0.99995117   +0 44 13.0
 MB2832;UTM  17      - 4,577,578.104   468,357.900   MT  0.99961232   -0 14 59.6
 MB2832
 MB2832                          SUPERSEDED SURVEY CONTROL
 MB2832
 MB2832  NAD 83(1986)-  41 20 56.68714(N)    081 22 41.65996(W) AD(       ) 4
 MB2832  NAD 27      -  41 20 56.48866(N)    081 22 42.27512(W) AD(       ) 3
 MB2832
 MB2832.Superseded values are not recommended for survey control.
 MB2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2832.See file dsdata.txt to determine how the superseded data were derived.
 MB2832
 MB2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6835877578(NAD 83)
 MB2832_MARKER: Z = SEE DESCRIPTION
 MB2832_SETTING: 0 = UNSPECIFIED SETTING
 MB2832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2832
 MB2832  HISTORY     - Date     Condition        Report By
 MB2832  HISTORY     - 1977     MONUMENTED       NGS
 MB2832
 MB2832                          STATION DESCRIPTION
 MB2832
 MB2832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2832'THE STATION IS THE LIGHT TOP CENTER OF THE GEAUGA LAKE PARK
 MB2832'OBSERVATION TOWER.  IT IS A ROUND CONCRETE TOWER WITH A 15-FOOT
 MB2832'POLE ON THE TOP, GREEN IN COLOR AND APPROXIMATELY 150 FEET
 MB2832'HIGH.
 MB2832'
 MB2832'IT IS LOCATED AT GEAUGA LAKE PARK NEAR THE GEAUGA-PORTAGE
 MB2832'COUNTY LINE AND 160 FEET NORTHEAST OF THE CENTERLINE OF STATE
 MB2832'HIGHWAY 43.
 MB2832'
 MB2832'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0706 ***********************************************************************
 MB0706  DESIGNATION -  GEEBURG
 MB0706  PID         -  MB0706
 MB0706  STATE/COUNTY-  OH/MAHONING
 MB0706  USGS QUAD   -  CANFIELD (1979)
 MB0706
 MB0706                         *CURRENT SURVEY CONTROL
 MB0706  ___________________________________________________________________
 MB0706* NAD 83(1995)-  41 03 43.17627(N)    080 50 46.83810(W)     ADJUSTED  
 MB0706* NAVD 88     -       329.501  (meters)    1081.04   (feet)  ADJUSTED  
 MB0706  ___________________________________________________________________
 MB0706  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 MB0706  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0706  DYNAMIC HT  -         329.350 (meters)    1080.54  (feet)  COMP
 MB0706  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 MB0706
 MB0706  HORZ ORDER  -  SECOND
 MB0706  VERT ORDER  -  SECOND    CLASS 0
 MB0706
 MB0706.The horizontal coordinates were established by classical geodetic methods
 MB0706.and adjusted by the National Geodetic Survey in April 1998..
 MB0706
 MB0706.The orthometric height was determined by differential leveling
 MB0706.and adjusted by the National Geodetic Survey in June 1991..
 MB0706
 MB0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0706
 MB0706.The geoid height was determined by GEOID03.
 MB0706
 MB0706.The dynamic height is computed by dividing the NAVD 88
 MB0706.geopotential number by the normal gravity value computed on the
 MB0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0706.degrees latitude (g = 980.6199 gals.).
 MB0706
 MB0706.The modeled gravity was interpolated from observed gravity values.
 MB0706
 MB0706;                    North         East     Units Scale Factor Converg.
 MB0706;SPC OH N     -   156,262.972   738,983.432   MT  0.99993915   +1 05 10.9
 MB0706;UTM  17      - 4,545,650.327   512,910.598   MT  0.99960205   +0 06 03.4
 MB0706
 MB0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0706!SPC OH N     -   0.99995362  x   0.99993915  =   0.99989278
 MB0706!UTM  17      -   0.99995362  x   0.99960205  =   0.99955569
 MB0706
 MB0706|---------------------------------------------------------------------|
 MB0706| PID    Reference Object                     Distance      Geod. Az  |
 MB0706|                                                           dddmmss.s |
 MB0706| MB0707 GEEBURG RM 1                         31.325 METERS 09415     |
 MB0706| MB0708 GEEBURG RM 2                         25.405 METERS 35025     |
 MB0706| MB0705 GEEBURG AZ MK                                      3590053.5 |
 MB0706|---------------------------------------------------------------------|
 MB0706
 MB0706                          SUPERSEDED SURVEY CONTROL
 MB0706
 MB0706  NAD 83(1986)-  41 03 43.18124(N)    080 50 46.84061(W) AD(       ) 2
 MB0706  NAD 27      -  41 03 42.96900(N)    080 50 47.54000(W) AD(       ) 2
 MB0706  NGVD 29 (??/??/92)  329.674  (m)         1081.61   (f) ADJ UNCH    2 0
 MB0706
 MB0706.Superseded values are not recommended for survey control.
 MB0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0706.See file dsdata.txt to determine how the superseded data were derived.
 MB0706
 MB0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1291145650(NAD 83)
 MB0706_MARKER: DS = TRIANGULATION STATION DISK
 MB0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0706_STAMPING: GEEBURG 1950
 MB0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0706+STABILITY: SURFACE MOTION
 MB0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0706+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 MB0706
 MB0706  HISTORY     - Date     Condition        Report By
 MB0706  HISTORY     - 1950     MONUMENTED       CGS
 MB0706  HISTORY     - 1950     GOOD             CGS
 MB0706  HISTORY     - 20060819 GOOD             GEOCAC
 MB0706
 MB0706                          STATION DESCRIPTION
 MB0706
 MB0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB0706'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF NORTH JACKSON, 5 MILES
 MB0706'NORTHWEST OF CANFIELD AND ON
 MB0706'THE SUMMIT OF A KNOLL IN THE SOUTHWEST CORNER OF A PEACH ORCHARD ON
 MB0706'THE PROPERTY OF MR. L. J. GRAHAM.
 MB0706'IT IS APPROXIMATELY 1/4 MILE WEST OF THE T-INTERSECTION OF
 MB0706'GAULT AND GIBSON ROADS, 18 FEET NORTHEAST OF A
 MB0706'CORNER POST, 12 FEET EAST OF A NORTH-SOUTH
 MB0706'FENCELINE, 25 FEET SOUTHWEST OF THE MOST SOUTHWESTERLY PEACH TREE
 MB0706'IN THE FIRST ROW OF TREES FROM THE
 MB0706'WEST AND 11-1/2 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 2
 MB0706'INCHES ABOVE THE SURFACE AND IS STAMPED
 MB0706'GEEBURG 1949.
 MB0706'
 MB0706'REFERENCE MARK NO. 1 IS MID-CENTER BETWEEN ROWS 4 AND 5 OF PEACH
 MB0706'TREES FROM THE WEST SIDE OF THE
 MB0706'ORCHARD AND 9 FEET NORTH OF A HEDGEROW.  THE MARK IS FLUSH AND IS
 MB0706'STAMPED GEEBURG NO 1 1949.
 MB0706'
 MB0706'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE FIRST ROW OF PEACH TREES
 MB0706'FROM THE WEST SIDE OF THE
 MB0706'ORCHARD AND 1 FOOT EAST OF A NORTH-SOUTH FENCELINE.  THE MARK
 MB0706'PROJECTS 3 INCHES ABOVE THE SURFACE AND
 MB0706'IS STAMPED GEEBURG NO 2 1949.
 MB0706'
 MB0706'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING
 MB0706'2 INCHES ABOVE THE SURFACE,
 MB0706'117 FEET EAST OF THE CENTERLINE OF A DRIVEWAY LEADING TO MR. GRAHAMS
 MB0706'RESIDENCE, 22 FEET SOUTH OF THE
 MB0706'CENTERLINE OF KIRK ROAD AND 3 FEET NORTH OF THE NORTH
 MB0706'EDGE OF A CULTIVATED FIELD.  THE MARK IS STAMPED
 MB0706'GEEBURG 1949.
 MB0706'
 MB0706'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES NO 45 AND NO
 MB0706'18 IN NORTH JACKSON, GO
 MB0706'SOUTH ON ROUTE NO 45 FOR 2.1 MILES TO THE INTERSECTION WITH KIRK
 MB0706'ROAD, HERE TURN LEFT AND GO 1/2 MILE
 MB0706'TO THE GRAHAM RESIDENCE AND DRIVEWAY, TURN RIGHT INTO DRIVEWAY
 MB0706'AND FOLLOW INTO A LANE THENCE SOUTH ALONG
 MB0706'THE WEST SIDE OF A PEACH ORCHARD TO THE SOUTH-WEST
 MB0706'CORNER AND THE STATION SITE.
 MB0706'
 MB0706'THE AZIMUTH MARK IS NEAR THE DRIVEWAY AS DESCRIBED.
 MB0706
 MB0706                          STATION RECOVERY (1950)
 MB0706
 MB0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MB0706'3.4 MI SW FROM CAMP PARK.
 MB0706'ABOUT 2.9 MILES WEST ALONG KIRK ROAD FROM THE MAHONING COUNTY
 MB0706'DISTRICT 3 GARAGE AT CAMP PARK, THENCE ABOUT 0.5 MILE SOUTH
 MB0706'ALONG A FIELD ROAD, ON THE SUMMIT OF A KNOLL IN THE SOUTHWEST
 MB0706'CORNER OF A PEACH ORCHARD ON THE PROPERTY OF MR. L.J. GRAHAM,
 MB0706'ABOUT 1/4 MILE WEST OF THE T-INTERSECTION OF GAULT AND GIBSON
 MB0706'ROADS, 18 FEET NORTHEAST OF A CORNER POST, 12 FEET EAST OF A
 MB0706'NORTH-SOUTH FENCE LINE, 25 FEET SOUTHWEST OF THE MOST SOUTHWESTERLY
 MB0706'PEACH TREE IN THE FIRST ROW OF TREES FROM THE WEST, 11.5 FEET
 MB0706'EAST OF A WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A
 MB0706'CONCRETE POST AND PROJECTING 2 INCHES.
 MB0706
 MB0706                          STATION RECOVERY (2006)
 MB0706
 MB0706'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0706'AN UPDATED DESCRIPTION FOLLOWS. THE MARK IS ON THE PROPERTY OF MR.
 MB0706'GRAHAM AS NOTED IN THE 1950 DESCRIPTION, BUT THE PEACH ORCHARD AND
 MB0706'CORNER POST ARE GONE. THE NORTH-SOUTH FENCELINE IS BARELY DISCERNIBLE.
 MB0706' 
 MB0706' 
 MB0706'THE MARK IS IN A SMALL WOODED AREA WEST OF MR. GRAHAM'S CORNFIELD
 MB0706'WHICH RUNS ALONG GAULT ROAD ON THE EAST SIDE OF HIS PROPERTY. THE MARK
 MB0706'IS SET IN A CONCRETE POST WHICH PROJECTS 7 INCHES AND IS ONE FOOT WEST
 MB0706'OF AN ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0705 ***********************************************************************
 MB0705  DESIGNATION -  GEEBURG AZ MK
 MB0705  PID         -  MB0705
 MB0705  STATE/COUNTY-  OH/MAHONING
 MB0705  USGS QUAD   -  CANFIELD (1979)
 MB0705
 MB0705                         *CURRENT SURVEY CONTROL
 MB0705  ___________________________________________________________________
 MB0705* NAD 83(1986)-  41 04 09.     (N)    080 50 47.     (W)     SCALED    
 MB0705* NAVD 88     -       312.193  (meters)    1024.25   (feet)  ADJUSTED  
 MB0705  ___________________________________________________________________
 MB0705  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0705  DYNAMIC HT  -         312.050 (meters)    1023.78  (feet)  COMP
 MB0705  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 MB0705
 MB0705  VERT ORDER  -  SECOND    CLASS 0
 MB0705
 MB0705.The horizontal coordinates were scaled from a topographic map and have
 MB0705.an estimated accuracy of +/- 6 seconds.
 MB0705
 MB0705.The orthometric height was determined by differential leveling
 MB0705.and adjusted by the National Geodetic Survey in June 1991..
 MB0705
 MB0705.The geoid height was determined by GEOID03.
 MB0705
 MB0705.The dynamic height is computed by dividing the NAVD 88
 MB0705.geopotential number by the normal gravity value computed on the
 MB0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0705.degrees latitude (g = 980.6199 gals.).
 MB0705
 MB0705.The modeled gravity was interpolated from observed gravity values.
 MB0705
 MB0705;                    North         East    Units  Estimated Accuracy
 MB0705;SPC OH N     -   157,060.      738,970.      MT  (+/- 180 meters Scaled)
 MB0705
 MB0705                          SUPERSEDED SURVEY CONTROL
 MB0705
 MB0705  NGVD 29 (??/??/92)  312.37   (m)         1024.8    (f) COMPUTED    2 0
 MB0705
 MB0705.Superseded values are not recommended for survey control.
 MB0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0705.See file dsdata.txt to determine how the superseded data were derived.
 MB0705
 MB0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF129464(NAD 83)
 MB0705_MARKER: DZ = AZIMUTH MARK DISK
 MB0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0705_STAMPING: GEEBURG 1950
 MB0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0705+STABILITY: SURFACE MOTION
 MB0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0705+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 MB0705
 MB0705  HISTORY     - Date     Condition        Report By
 MB0705  HISTORY     - 1950     MONUMENTED       CGS
 MB0705  HISTORY     - 20060612 GOOD             GEOCAC
 MB0705
 MB0705                          STATION DESCRIPTION
 MB0705
 MB0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0705'2.9 MI W FROM CAMP PARK.
 MB0705'ABOUT 2.9 MILES WEST ALONG KIRK ROAD FROM THE MAHONING COUNTY
 MB0705'DISTRICT 3 GARAGE AT CAMP PARK, 117 FEET EAST OF THE CENTERLINE
 MB0705'OF A DRIVEWAY LEADING TO MR. GRAHAMS RESIDENCE, 22 FEET SOUTH
 MB0705'OF THE CENTERLINE OF KIRK ROAD AND 3 FEET NORTH OF THE NORTH
 MB0705'EDGE OF A CULTIVATED FIELD.  A STANDARD DISK SET IN THE TOP
 MB0705'OF A CONCRETE POST AND PROJECTING ABOUT 2 INCHES.
 MB0705
 MB0705                          STATION RECOVERY (2006)
 MB0705
 MB0705'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0707 ***********************************************************************
 MB0707  DESIGNATION -  GEEBURG RM 1
 MB0707  PID         -  MB0707
 MB0707  STATE/COUNTY-  OH/MAHONING
 MB0707  USGS QUAD   -  CANFIELD (1979)
 MB0707
 MB0707                         *CURRENT SURVEY CONTROL
 MB0707  ___________________________________________________________________
 MB0707* NAD 83(1986)-  41 03 43.     (N)    080 50 46.     (W)     SCALED    
 MB0707* NAVD 88     -       329.480  (meters)    1080.97   (feet)  ADJUSTED  
 MB0707  ___________________________________________________________________
 MB0707  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0707  DYNAMIC HT  -         329.329 (meters)    1080.47  (feet)  COMP
 MB0707  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 MB0707
 MB0707  VERT ORDER  -  SECOND    CLASS 0
 MB0707
 MB0707.The horizontal coordinates were scaled from a topographic map and have
 MB0707.an estimated accuracy of +/- 6 seconds.
 MB0707
 MB0707.The orthometric height was determined by differential leveling
 MB0707.and adjusted by the National Geodetic Survey in June 1991..
 MB0707
 MB0707.The geoid height was determined by GEOID03.
 MB0707
 MB0707.The dynamic height is computed by dividing the NAVD 88
 MB0707.geopotential number by the normal gravity value computed on the
 MB0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0707.degrees latitude (g = 980.6199 gals.).
 MB0707
 MB0707.The modeled gravity was interpolated from observed gravity values.
 MB0707
 MB0707;                    North         East    Units  Estimated Accuracy
 MB0707;SPC OH N     -   156,260.      739,000.      MT  (+/- 180 meters Scaled)
 MB0707
 MB0707                          SUPERSEDED SURVEY CONTROL
 MB0707
 MB0707  NGVD 29 (??/??/92)  329.653  (m)         1081.54   (f) ADJ UNCH    2 0
 MB0707
 MB0707.Superseded values are not recommended for survey control.
 MB0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0707.See file dsdata.txt to determine how the superseded data were derived.
 MB0707
 MB0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF129456(NAD 83)
 MB0707_MARKER: DR = REFERENCE MARK DISK
 MB0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0707_STAMPING: GEEBURG NO 1 1950
 MB0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0707+STABILITY: SURFACE MOTION
 MB0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0707+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 MB0707
 MB0707  HISTORY     - Date     Condition        Report By
 MB0707  HISTORY     - 1950     MONUMENTED       CGS
 MB0707  HISTORY     - 20060819 GOOD             GEOCAC
 MB0707
 MB0707                          STATION DESCRIPTION
 MB0707
 MB0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0707'3.4 MI SW FROM CAMP PARK.
 MB0707'ABOUT 2.9 MILES WEST ALONG KIRK ROAD FROM THE MAHONING COUNTY
 MB0707'DISTRICT 3 GARAGE AT CAMP PARK, THENCE ABOUT 0.5 MILE SOUTH ALONG
 MB0707'A FIELD ROAD, MIDCENTER BETWEEN ROWS 4 AND 5 OF PEACH TREES FROM
 MB0707'THE WEST SIDE OF THE ORCHARD, 9 FEET NORTH OF A HEDGE ROW.  A
 MB0707'STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND ABOUT FLUSH
 MB0707'WITH THE LEVEL OF THE GROUND.
 MB0707
 MB0707                          STATION RECOVERY (2006)
 MB0707
 MB0707'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0707'AN UPDATED DESCRIPTION FOLLOWS. THE MARK IS ON THE PROPERTY OF MR.
 MB0707'GRAHAM AS NOTED IN THE 1950 DESCRIPTION OF THE STATION GEEBURG, BUT
 MB0707'THE PEACH ORCHARD AND HEDGE ROW ARE GONE. THE MARK IS IN A SMALL
 MB0707'WOODED AREA WEST OF MR. GRAHAM'S CORNFIELD WHICH RUNS ALONG GAULT ROAD
 MB0707'ON THE EAST SIDE OF HIS PROPERTY. THE MARK IS SET IN A CONCRETE POST
 MB0707'WHICH PROJECTS 5 INCHES AND IS ONE FOOT NORTH OF AN ORANGE WITNESS
 MB0707'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0708 ***********************************************************************
 MB0708  DESIGNATION -  GEEBURG RM 2
 MB0708  PID         -  MB0708
 MB0708  STATE/COUNTY-  OH/MAHONING
 MB0708  USGS QUAD   -  CANFIELD (1979)
 MB0708
 MB0708                         *CURRENT SURVEY CONTROL
 MB0708  ___________________________________________________________________
 MB0708* NAD 83(1986)-  41 03 43.     (N)    080 50 46.     (W)     SCALED    
 MB0708* NAVD 88     -       329.628  (meters)    1081.45   (feet)  ADJUSTED  
 MB0708  ___________________________________________________________________
 MB0708  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0708  DYNAMIC HT  -         329.477 (meters)    1080.96  (feet)  COMP
 MB0708  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 MB0708
 MB0708  VERT ORDER  -  SECOND    CLASS 0
 MB0708
 MB0708.The horizontal coordinates were scaled from a topographic map and have
 MB0708.an estimated accuracy of +/- 6 seconds.
 MB0708
 MB0708.The orthometric height was determined by differential leveling
 MB0708.and adjusted by the National Geodetic Survey in June 1991..
 MB0708
 MB0708.The geoid height was determined by GEOID03.
 MB0708
 MB0708.The dynamic height is computed by dividing the NAVD 88
 MB0708.geopotential number by the normal gravity value computed on the
 MB0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0708.degrees latitude (g = 980.6199 gals.).
 MB0708
 MB0708.The modeled gravity was interpolated from observed gravity values.
 MB0708
 MB0708;                    North         East    Units  Estimated Accuracy
 MB0708;SPC OH N     -   156,260.      739,000.      MT  (+/- 180 meters Scaled)
 MB0708
 MB0708                          SUPERSEDED SURVEY CONTROL
 MB0708
 MB0708  NGVD 29 (??/??/92)  329.801  (m)         1082.02   (f) ADJ UNCH    2 0
 MB0708
 MB0708.Superseded values are not recommended for survey control.
 MB0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0708.See file dsdata.txt to determine how the superseded data were derived.
 MB0708
 MB0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF129456(NAD 83)
 MB0708_MARKER: DR = REFERENCE MARK DISK
 MB0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0708_STAMPING: GEEBURG NO 2 1950
 MB0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0708+STABILITY: SURFACE MOTION
 MB0708
 MB0708  HISTORY     - Date     Condition        Report By
 MB0708  HISTORY     - 1950     MONUMENTED       CGS
 MB0708  HISTORY     - 20060819 MARK NOT FOUND   GEOCAC
 MB0708
 MB0708                          STATION DESCRIPTION
 MB0708
 MB0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0708'3.4 MI SW FROM CAMP PARK.
 MB0708'ABOUT 2.9 MILES WEST ALONG KIRK ROAD FROM THE MAHONING COUNTY
 MB0708'DISTRICT 3 GARAGE AT CAMP PARK, 21 FEET WEST OF THE FIRST ROW
 MB0708'OF PEACH TREES FROM THE WEST SIDE OF THE ORCHARD, 1 FOOT EAST
 MB0708'OF A NORTH-SOUTH FENCE LINE.  A STANDARD DISK SET IN THE TOP
 MB0708'OF A CONCRETE POST AND PROJECTING ABOUT 3 INCHES.
 MB0708
 MB0708                          STATION RECOVERY (2006)
 MB0708
 MB0708'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0708'A DAMAGED CONCRETE POST WAS RECOVERED AT THE DESCRIBED AREA WITH NO
 MB0708'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1006 ***********************************************************************
 MB1006  DESIGNATION -  GENEVA
 MB1006  PID         -  MB1006
 MB1006  STATE/COUNTY-  OH/ASHTABULA
 MB1006  USGS QUAD   -  GENEVA (1994)
 MB1006
 MB1006                         *CURRENT SURVEY CONTROL
 MB1006  ___________________________________________________________________
 MB1006* NAD 83(1986)-  41 48 21.     (N)    080 56 39.     (W)     SCALED    
 MB1006* NAVD 88     -       204.498  (meters)     670.92   (feet)  POSTED    
 MB1006  ___________________________________________________________________
 MB1006  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 MB1006  DYNAMIC HT  -         204.420 (meters)     670.67  (feet)  COMP
 MB1006  MODELED GRAV-     980,246.7   (mgal)                       NAVD 88
 MB1006
 MB1006  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MB1006
 MB1006.The horizontal coordinates were scaled from a topographic map and have
 MB1006.an estimated accuracy of +/- 6 seconds.
 MB1006
 MB1006.The orthometric height was determined by differential leveling
 MB1006.and adjusted by the National Geodetic Survey in 1992..
 MB1006.No vertical observational check was made to the station.
 MB1006.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MB1006.was located on a no-check spur therefore a value was not computed.
 MB1006
 MB1006.The geoid height was determined by GEOID03.
 MB1006
 MB1006.The dynamic height is computed by dividing the NAVD 88
 MB1006.geopotential number by the normal gravity value computed on the
 MB1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1006.degrees latitude (g = 980.6199 gals.).
 MB1006
 MB1006.The modeled gravity was interpolated from observed gravity values.
 MB1006
 MB1006;                    North         East    Units  Estimated Accuracy
 MB1006;SPC OH N     -   238,710.      729,290.      MT  (+/- 180 meters Scaled)
 MB1006
 MB1006                          SUPERSEDED SURVEY CONTROL
 MB1006
 MB1006  NGVD 29 (??/??/92)  204.750  (m)          671.75   (f) ADJ UNCH    1 2
 MB1006
 MB1006.Superseded values are not recommended for survey control.
 MB1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1006.See file dsdata.txt to determine how the superseded data were derived.
 MB1006
 MB1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG046282(NAD 83)
 MB1006_MARKER: DB = BENCH MARK DISK
 MB1006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1006_SP_SET: STEP
 MB1006_STAMPING: GENEVA 1934
 MB1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1006
 MB1006  HISTORY     - Date     Condition        Report By
 MB1006  HISTORY     - 1934     MONUMENTED       CGS
 MB1006  HISTORY     - 1982     MARK NOT FOUND   OHDT
 MB1006  HISTORY     - 19920817 MARK NOT FOUND   USPSQD
 MB1006  HISTORY     - 19931104 MARK NOT FOUND   OHDT
 MB1006
 MB1006                          STATION DESCRIPTION
 MB1006
 MB1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1006'AT GENEVA.
 MB1006'AT GENEVA, ASHTABULA COUNTY, AT THE SOUTH ENTRANCE TO THE CITY
 MB1006'HALL, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE STEP,
 MB1006'11.4 FEET NORTH OF THE NORTH CURB OF THE SIDEWALK, AND 4 INCHES
 MB1006'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED GENEVA 1934.
 MB1006
 MB1006                          STATION RECOVERY (1982)
 MB1006
 MB1006'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1982
 MB1006'UNABLE TO LOCATE THIS MARK, THE ENTRANCE TO CITY HALL APPEARS
 MB1006'TO HAVE BEEN REBUILT, MARK COULD BE COVERED OR DESTROYED.
 MB1006
 MB1006                          STATION RECOVERY (1992)
 MB1006
 MB1006'RECOVERY NOTE BY US POWER SQUADRON 1992 (BO)
 MB1006'MARK NOT FOUND.
 MB1006
 MB1006                          STATION RECOVERY (1993)
 MB1006
 MB1006'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1392 ***********************************************************************
 MC1392  DESIGNATION -  GENTES
 MC1392  PID         -  MC1392
 MC1392  STATE/COUNTY-  OH/HENRY
 MC1392  USGS QUAD   -  MC CLURE (1971)
 MC1392
 MC1392                         *CURRENT SURVEY CONTROL
 MC1392  ___________________________________________________________________
 MC1392* NAD 83(1995)-  41 17 13.31603(N)    083 58 46.11216(W)     ADJUSTED  
 MC1392* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 MC1392  ___________________________________________________________________
 MC1392  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 MC1392  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 MC1392
 MC1392  HORZ ORDER  -  THIRD
 MC1392
 MC1392.The horizontal coordinates were established by classical geodetic methods
 MC1392.and adjusted by the National Geodetic Survey in April 1998..
 MC1392
 MC1392.The orthometric height was scaled from a topographic map.
 MC1392
 MC1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1392
 MC1392.The geoid height was determined by GEOID03.
 MC1392
 MC1392;                    North         East     Units Scale Factor Converg.
 MC1392;SPC OH N     -   180,987.161   476,078.193   MT  0.99994645   -0 58 19.0
 MC1392;UTM  17      - 4,574,903.744   250,497.015   MT  1.00036620   -1 58 01.1
 MC1392;UTM  16      - 4,575,022.627   752,940.848   MT  1.00038746   +1 59 38.7
 MC1392
 MC1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1392!SPC OH N     -   0.99997234  x   0.99994645  =   0.99991879
 MC1392!UTM  17      -   0.99997234  x   1.00036620  =   1.00033852
 MC1392!UTM  16      -   0.99997234  x   1.00038746  =   1.00035978
 MC1392
 MC1392                          SUPERSEDED SURVEY CONTROL
 MC1392
 MC1392  NAD 83(1995)-  41 17 13.32477(N)    083 58 46.11670(W) AD(       ) 3
 MC1392  NAD 83(1986)-  41 17 13.32695(N)    083 58 46.12281(W) AD(       ) 3
 MC1392  NAD 27      -  41 17 13.14300(N)    083 58 46.31600(W) AD(       ) 3
 MC1392
 MC1392.Superseded values are not recommended for survey control.
 MC1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1392.See file dsdata.txt to determine how the superseded data were derived.
 MC1392
 MC1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5049774904(NAD 83)
 MC1392_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1392_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MC1392_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MC1392_STAMPING: GENTES 1950
 MC1392_MARK LOGO: CGS   
 MC1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1392
 MC1392  HISTORY     - Date     Condition        Report By
 MC1392  HISTORY     - 1950     MONUMENTED       CGS
 MC1392  HISTORY     - 1963     GOOD             CGS
 MC1392  HISTORY     - 1980     GOOD             LOCENG
 MC1392  HISTORY     - 1984     GOOD             USPSQD
 MC1392
 MC1392                          STATION DESCRIPTION
 MC1392
 MC1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JMN)
 MC1392'STATION IS IN THE PHOTOGRAMMETRIC TEST AREA, 2 MILES WEST AND 5.75
 MC1392'MILES SOUTH OF
 MC1392'MCCLURE, ON THE RIGHT OF WAY OF A COUNTY ROAD ADJACENT TO PROPERTY
 MC1392'OF DELOSS A. GENTES AND
 MC1392'NEAR THE MIDPOINT OF THE WEST SIDE OF THE SW 1/4 OF
 MC1392'SECTION 20, RICHFIELD TOWNSHIP.  THE
 MC1392'STATION IS IN THE CENTER OF A PHOTOGRAMMETRIC
 MC1392'TARGET OF CRUSHED LIMESTONE, 6 FEET IN DIAMETER.
 MC1392
 MC1392                          STATION RECOVERY (1963)
 MC1392
 MC1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1392'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1392'EXCEPTIONS.  THE STATION IS 16.5 FEET EAST OF THE CENTER OF THE
 MC1392'ROAD, THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE TARGET 6
 MC1392'FEET IN DIAMETER AND THE DISK IS STAMPED GENTES 1950.
 MC1392
 MC1392                          STATION RECOVERY (1980)
 MC1392
 MC1392'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1392'GENTES 1950 RECOVERED GOOD.
 MC1392'
 MC1392'5.5 FEET W. TO EAST EDGE 18 FEET PAVEMENT.
 MC1392'
 MC1392'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.75 MI. S. AND 2 MI W,
 MC1392'MCCLURE.
 MC1392
 MC1392                          STATION RECOVERY (1984)
 MC1392
 MC1392'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1392'GENTES 1950 RECOVERED GOOD.
 MC1392'
 MC1392'ADD WITNESS POST NEAR BY TO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9291 ***********************************************************************
 AD9291  SACS        -  This is a Secondary Airport Control Station.
 AD9291  DESIGNATION -  GEO A
 AD9291  PID         -  AD9291
 AD9291  STATE/COUNTY-  OH/BROWN
 AD9291  USGS QUAD   -  HIGGINSPORT (1979)
 AD9291
 AD9291                         *CURRENT SURVEY CONTROL
 AD9291  ___________________________________________________________________
 AD9291* NAD 83(1995)-  38 52 24.67148(N)    083 53 08.03467(W)     ADJUSTED  
 AD9291* NAVD 88     -       287.35   (meters)     942.7    (feet)  GPS OBS   
 AD9291  ___________________________________________________________________
 AD9291  X           -     529,627.669 (meters)                     COMP
 AD9291  Y           -  -4,944,062.206 (meters)                     COMP
 AD9291  Z           -   3,981,554.554 (meters)                     COMP
 AD9291  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 AD9291  ELLIP HEIGHT-         253.76  (meters)          (10/07/05) GPS OBS
 AD9291  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AD9291
 AD9291  HORZ ORDER  -  FIRST
 AD9291  ELLP ORDER  -  FOURTH    CLASS I
 AD9291
 AD9291.This mark is at Brown County Airport (GEO)
 AD9291
 AD9291.The horizontal coordinates were established by GPS observations
 AD9291.and adjusted by the National Geodetic Survey in July 1997..
 AD9291
 AD9291.The orthometric height was determined by GPS observations and a
 AD9291.high-resolution geoid model.
 AD9291
 AD9291.GPS derived orthometric heights for airport stations designated as
 AD9291.PACS or SACS are published to 2 decimal places.  This maintains
 AD9291.centimeter relative accuracy between the PACS and SACS.  It does
 AD9291.not indicate centimeter accuracy relative to other marks which are
 AD9291.part of the NAVD 88 network.
 AD9291
 AD9291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9291
 AD9291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9291
 AD9291.The ellipsoidal height was determined by GPS observations
 AD9291.and is referenced to NAD 83.
 AD9291
 AD9291.The geoid height was determined by GEOID03.
 AD9291
 AD9291;                    North         East     Units Scale Factor Converg.
 AD9291;SPC OH S     -    97,895.184   479,767.752   MT  0.99997540   -0 52 45.0
 AD9291;UTM  17      - 4,306,699.195   249,666.927   MT  1.00037174   -1 48 42.9
 AD9291
 AD9291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9291!SPC OH S     -   0.99996019  x   0.99997540  =   0.99993559
 AD9291!UTM  17      -   0.99996019  x   1.00037174  =   1.00033191
 AD9291
 AD9291                          SUPERSEDED SURVEY CONTROL
 AD9291
 AD9291  ELLIP H (07/01/97)  253.78   (m)                       GP(       ) 4 1
 AD9291
 AD9291.Superseded values are not recommended for survey control.
 AD9291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9291.See file dsdata.txt to determine how the superseded data were derived.
 AD9291
 AD9291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4966706699(NAD 83)
 AD9291_MARKER: DD = SURVEY DISK
 AD9291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD9291_SP_SET: LARGE CONCRETE HEADWALL/WINGWALL
 AD9291_STAMPING: GEO A 1995
 AD9291_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9291+STABILITY: SURFACE MOTION
 AD9291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9291+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9291
 AD9291  HISTORY     - Date     Condition        Report By
 AD9291  HISTORY     - 1995     MONUMENTED       NGS
 AD9291
 AD9291                          STATION DESCRIPTION
 AD9291
 AD9291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9291'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHEAST OF GEORGETOWN,
 AD9291'OH., NEAR AND SOUTHWEST OF THE JUNCTION OF U.S.  HIGHWAY 68 AND CAMP
 AD9291'RUN ROAD, NEAR THE NORTHEAST CORNER OF A LARGE V SHAPED
 AD9291'HEADWALL/WINGWALL, WEST OF HIGHWAY 68.  OWNERSHIP--OHIO DEPARTMENT OF
 AD9291'TRANSPORTATION.  NOTE--THIS STATION WAS SELECTED AS A SECONDARY
 AD9291'AIRPORT CONTROL STATION (SACS) , AND IS A 1 AND 3/16-INCH SURVEY DISK.
 AD9291'TO REACH THE STATION FROM THE COURTHOUSE IN GEORGETOWN, GO NORTH, 0.64
 AD9291'KM (0.40 MI) ALONG MT ORAB PIKE TO A PAVED ROAD RIGHT. TURN RIGHT,
 AD9291'EAST, 1.77 KM (1.10 MI) ALONG OHIO STREET, THEN CAMP RUN ROAD TO ITS
 AD9291'JUNCTION WITH U.S.  HIGHWAY 68.  TURN RIGHT, SOUTH, 0.09 KM (0.05 MI)
 AD9291'ALONG HIGHWAY 68 TO THE STATION ON THE RIGHT, IN TOP OF THE
 AD9291'HEADWALL/WINGWALL.  STATION IS 95.0 M (311.7 FT) SOUTH OF CAMP RUN
 AD9291'ROAD CENTERLINE, 13.3 M (43.6 FT) WEST OF HIGHWAY 68 CENTERLINE, 10.5
 AD9291'M (34.4 FT) EAST OF A WIRE FENCE AND WITNESS POST, 3.8 M (12.5 FT)
 AD9291'NORTH OF THE SOUTH END OF THE WINGWALL, 3.4 M (11.2 FT) SOUTHEAST OF
 AD9291'THE NORTHWEST END OF THE HEADWALL, AND THE STATION IS 0.2 M (0.7 FT)
 AD9291'BELOW THE LEVEL OF THE HIGHWAY AND PROJECTING 0.2 M (0.7 FT) ABOVE THE
 AD9291'GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3311 ***********************************************************************
 AE3311  DESIGNATION -  GEORGE
 AE3311  PID         -  AE3311
 AE3311  STATE/COUNTY-  OH/MONTGOMERY
 AE3311  USGS QUAD   -  DAYTON NORTH (1996)
 AE3311
 AE3311                         *CURRENT SURVEY CONTROL
 AE3311  ___________________________________________________________________
 AE3311* NAD 83(1995)-  39 50 49.30288(N)    084 11 56.07216(W)     ADJUSTED  
 AE3311* NAVD 88     -       286.0    (meters)     938.     (feet)  GPS OBS   
 AE3311  ___________________________________________________________________
 AE3311  X           -     495,652.977 (meters)                     COMP
 AE3311  Y           -  -4,878,688.586 (meters)                     COMP
 AE3311  Z           -   4,065,121.823 (meters)                     COMP
 AE3311  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AE3311  ELLIP HEIGHT-         252.83  (meters)          (10/07/05) GPS OBS
 AE3311  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AE3311
 AE3311  HORZ ORDER  -  FIRST
 AE3311  ELLP ORDER  -  FOURTH    CLASS I
 AE3311
 AE3311.The horizontal coordinates were established by GPS observations
 AE3311.and adjusted by the National Geodetic Survey in September 1997..
 AE3311
 AE3311.The orthometric height was determined by GPS observations and a
 AE3311.high-resolution geoid model.
 AE3311
 AE3311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3311
 AE3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3311
 AE3311.The ellipsoidal height was determined by GPS observations
 AE3311.and is referenced to NAD 83.
 AE3311
 AE3311.The geoid height was determined by GEOID03.
 AE3311
 AE3311;                    North         East     Units Scale Factor Converg.
 AE3311;SPC OH S     -   206,416.070   454,613.567   MT  0.99996845   -1 04 40.8
 AE3311;UTM  16      - 4,414,534.236   739,650.248   MT  1.00030711   +1 47 44.2
 AE3311
 AE3311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3311!SPC OH S     -   0.99996034  x   0.99996845  =   0.99992879
 AE3311!UTM  16      -   0.99996034  x   1.00030711  =   1.00026744
 AE3311
 AE3311|---------------------------------------------------------------------|
 AE3311| PID    Reference Object                     Distance      Geod. Az  |
 AE3311|                                                           dddmmss.s |
 AE3311| AE3308 GEORGE AZ MK                        341.398 METERS 17619     |
 AE3311|---------------------------------------------------------------------|
 AE3311
 AE3311                          SUPERSEDED SURVEY CONTROL
 AE3311
 AE3311  ELLIP H (09/11/97)  252.92   (m)                       GP(       ) 4 1
 AE3311
 AE3311.Superseded values are not recommended for survey control.
 AE3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3311.See file dsdata.txt to determine how the superseded data were derived.
 AE3311
 AE3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3965014534(NAD 83)
 AE3311_MARKER: DD = SURVEY DISK
 AE3311_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3311_STAMPING: GEORGE
 AE3311_MARK LOGO: CODDOP
 AE3311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3311+STABILITY: SURFACE MOTION
 AE3311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3311+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3311
 AE3311  HISTORY     - Date     Condition        Report By
 AE3311  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3311  HISTORY     - 20060220 GOOD             GEOCAC
 AE3311
 AE3311                          STATION DESCRIPTION
 AE3311
 AE3311'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3311'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3311'I-75 AND LITTLE YORK RD IN MONTGOMERY COUNTY GO WEST ALONG LITTLE YORK
 AE3311'RD FOR 0.4 MI (0.6 KM) TO NORTH DIXIE DR GO SOUTH ALONG NORTH DIXIE DR
 AE3311'FOR 0.85 MI (1.37 KM) TO STATION ON THE RIGHT. STATION IS LOCATED
 AE3311'ACROSS THE ROAD FROM SAMS WAREHOUSE CLUB ENTRANCE. STATION IS A BRONZE
 AE3311'DISK IN CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING,
 AE3311'STAMPED GEORGE, AND IS FLUSH WITH THE SURFACE OF THE GROUND. STATION
 AE3311'IS LOCATED 25.1 FT (7.7 M) SOUTHEAST FROM THE NORTHEAST CORNER OF A
 AE3311'DAYTON MEM-PARK STONE SIGN, 103.4 FT (31.5 M) NORTH OF A POWER POLE,
 AE3311'AND 116.5 FT (35.5 M) SOUTH OF A POWER POLE.
 AE3311
 AE3311                          STATION RECOVERY (2006)
 AE3311
 AE3311'RECOVERY NOTE BY GEOCACHING 2006
 AE3311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1470 ***********************************************************************
 MC1470  DESIGNATION -  GEORGE 2
 MC1470  PID         -  MC1470
 MC1470  STATE/COUNTY-  OH/HENRY
 MC1470  USGS QUAD   -  MC CLURE (1971)
 MC1470
 MC1470                         *CURRENT SURVEY CONTROL
 MC1470  ___________________________________________________________________
 MC1470* NAD 83(1995)-  41 19 25.58203(N)    083 56 29.47029(W)     ADJUSTED  
 MC1470* NAVD 88     -       208.04   (+/-2cm)     682.5    (feet)  VERTCON   
 MC1470  ___________________________________________________________________
 MC1470  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 MC1470  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1470
 MC1470  HORZ ORDER  -  THIRD
 MC1470  VERT ORDER  -  THIRD ? (See Below)
 MC1470
 MC1470.The horizontal coordinates were established by classical geodetic methods
 MC1470.and adjusted by the National Geodetic Survey in April 1998..
 MC1470
 MC1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1470.The vertical order pertains to the NGVD 29 superseded value.
 MC1470
 MC1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1470
 MC1470.The geoid height was determined by GEOID03.
 MC1470
 MC1470;                    North         East     Units Scale Factor Converg.
 MC1470;SPC OH N     -   185,013.551   479,324.560   MT  0.99994910   -0 56 49.2
 MC1470;UTM  17      - 4,578,874.735   253,814.212   MT  1.00034595   -1 56 35.9
 MC1470;UTM  16      - 4,579,213.527   755,975.829   MT  1.00040647   +2 01 14.3
 MC1470
 MC1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1470!SPC OH N     -   0.99997293  x   0.99994910  =   0.99992203
 MC1470!UTM  17      -   0.99997293  x   1.00034595  =   1.00031887
 MC1470!UTM  16      -   0.99997293  x   1.00040647  =   1.00037939
 MC1470
 MC1470:                Primary Azimuth Mark                     Grid Az
 MC1470:SPC OH N     -  GILES                                    003 59 07.9
 MC1470:UTM  17      -  GILES                                    004 58 54.6
 MC1470:UTM  16      -  GILES                                    001 01 04.4
 MC1470
 MC1470|---------------------------------------------------------------------|
 MC1470| PID    Reference Object                     Distance      Geod. Az  |
 MC1470|                                                           dddmmss.s |
 MC1470| MC1438 GILES                               411.639 METERS 0030218.7 |
 MC1470| MC1468 SPANGLER                            APPROX. 0.9 KM 2953003.5 |
 MC1470|---------------------------------------------------------------------|
 MC1470
 MC1470                          SUPERSEDED SURVEY CONTROL
 MC1470
 MC1470  NAD 83(1995)-  41 19 25.59021(N)    083 56 29.47504(W) AD(       ) 3
 MC1470  NAD 83(1986)-  41 19 25.59198(N)    083 56 29.48159(W) AD(       ) 3
 MC1470  NAD 27      -  41 19 25.40600(N)    083 56 29.68800(W) AD(       ) 3
 MC1470  NGVD 29 (07/19/86)  208.24   (m)          683.2    (f) LEVELING    3  
 MC1470
 MC1470.Superseded values are not recommended for survey control.
 MC1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1470.See file dsdata.txt to determine how the superseded data were derived.
 MC1470
 MC1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5381478875(NAD 83)
 MC1470_MARKER: DS = TRIANGULATION STATION DISK
 MC1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1470+STABILITY: SURFACE MOTION
 MC1470
 MC1470  HISTORY     - Date     Condition        Report By
 MC1470  HISTORY     - 1959     MONUMENTED       CGS
 MC1470  HISTORY     - 1963     GOOD             CGS
 MC1470  HISTORY     - 1965     GOOD             USE
 MC1470  HISTORY     - 1980     GOOD             LOCENG
 MC1470  HISTORY     - 1984     GOOD             USPSQD
 MC1470
 MC1470                          STATION DESCRIPTION
 MC1470
 MC1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RFL)
 MC1470'THE STATION IS LOCATED 3 MILES SOUTH OF MCCLURE, ON PROPERTY OWNED
 MC1470'BY MR. GEORGE
 MC1470'WEASEL.
 MC1470'
 MC1470'TO REACH FROM THE INTERSECTION OF U.S. 6 AND STATE ROUTE 65 IN
 MC1470'MCCLURE, GO SOUTH
 MC1470'ON STATE 65 FOR 3.3 MILES TO THE STATION ON THE
 MC1470'RIGHT (WEST) SIDE OF HIGHWAY AND
 MC1470'DRAINAGE DITCH, 344 FEET NORTH OF
 MC1470'THE CENTERLINE OF A DRIVEWAY, 43.5 FEET WEST OF THE
 MC1470'CENTERLINE OF
 MC1470'STATE 65, 7-1/2 FEET WEST OF THE WEST EDGE OF DRAINAGE DITCH, AND IN
 MC1470'A FENCE LINE.
 MC1470'STATION IS A STANDARD DISK, STAMPED GEORGE 2 1959
 MC1470'SET IN THE TOP OF A CONCRETE POST
 MC1470'WHICH IS IN THE CENTER OF A
 MC1470'CONCRETE TARGET 6 FEET IN DIAMETER.
 MC1470
 MC1470                          STATION RECOVERY (1963)
 MC1470
 MC1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1470'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1470'EXCEPTION.  THE FIELD FENCE IS GONE.
 MC1470
 MC1470                          STATION RECOVERY (1965)
 MC1470
 MC1470'RECOVERY NOTE BY US ENGINEERS 1965 (RWK)
 MC1470'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MC CLURE, TRAVEL S 3-1/4
 MC1470'MI. ON HWY 65. AND IS ON THE W SIDE OF THE HWY.
 MC1470'
 MC1470'THE STA. IS LOCATED IN A 2 M. DIA. CONC. TARGET, NOTE--STA. IS 0.15
 MC1470'M ABOVE CONC. TARGET, 10 M. W OF THE CENTERLINE OF THE HWY, 32 M.
 MC1470'N OF A POWER POLE, 5 M. SW OF A SMALL TREE, AND 70 M. N OF A
 MC1470'DRIVEWAY.
 MC1470'
 MC1470'THE STA. IS APPROX. 1/4 M. LOWER THAN THE HWY.
 MC1470'
 MC1470'STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MC1470'GEORGE 2 1959.
 MC1470
 MC1470                          STATION RECOVERY (1980)
 MC1470
 MC1470'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1470'GEORGE 2 RECOVERED GOOD.
 MC1470'
 MC1470'SMALL TREE IS GONE 7 FEET SW TO W. END 12 INCHES C.M.P.
 MC1470'
 MC1470'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.25 MI S. OF MCCLURE.
 MC1470
 MC1470                          STATION RECOVERY (1984)
 MC1470
 MC1470'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1470'GEORGE 2 1959 RECOVERED GOOD.
 MC1470'
 MC1470'ADD WITNESS POST TO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3308 ***********************************************************************
 AE3308  DESIGNATION -  GEORGE AZ MK
 AE3308  PID         -  AE3308
 AE3308  STATE/COUNTY-  OH/MONTGOMERY
 AE3308  USGS QUAD   -  DAYTON NORTH (1996)
 AE3308
 AE3308                         *CURRENT SURVEY CONTROL
 AE3308  ___________________________________________________________________
 AE3308* NAD 83(1995)-  39 50 38.25663(N)    084 11 55.14772(W)     ADJUSTED  
 AE3308* NAVD 88     -       281.2    (meters)     923.     (feet)  GPS OBS   
 AE3308  ___________________________________________________________________
 AE3308  X           -     495,696.537 (meters)                     COMP
 AE3308  Y           -  -4,878,899.891 (meters)                     COMP
 AE3308  Z           -   4,064,857.177 (meters)                     COMP
 AE3308  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AE3308  ELLIP HEIGHT-         248.05  (meters)          (10/07/05) GPS OBS
 AE3308  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AE3308
 AE3308  HORZ ORDER  -  FIRST
 AE3308  ELLP ORDER  -  FOURTH    CLASS I
 AE3308
 AE3308.The horizontal coordinates were established by GPS observations
 AE3308.and adjusted by the National Geodetic Survey in September 1997..
 AE3308
 AE3308.The orthometric height was determined by GPS observations and a
 AE3308.high-resolution geoid model.
 AE3308
 AE3308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3308
 AE3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3308
 AE3308.The ellipsoidal height was determined by GPS observations
 AE3308.and is referenced to NAD 83.
 AE3308
 AE3308.The geoid height was determined by GEOID03.
 AE3308
 AE3308;                    North         East     Units Scale Factor Converg.
 AE3308;SPC OH S     -   206,075.038   454,629.132   MT  0.99996802   -1 04 40.2
 AE3308;UTM  16      - 4,414,194.298   739,682.900   MT  1.00030730   +1 47 44.4
 AE3308
 AE3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3308!SPC OH S     -   0.99996109  x   0.99996802  =   0.99992911
 AE3308!UTM  16      -   0.99996109  x   1.00030730  =   1.00026838
 AE3308
 AE3308|---------------------------------------------------------------------|
 AE3308| PID    Reference Object                     Distance      Geod. Az  |
 AE3308|                                                           dddmmss.s |
 AE3308| AE3311 GEORGE                              341.398 METERS 35619     |
 AE3308|---------------------------------------------------------------------|
 AE3308
 AE3308                          SUPERSEDED SURVEY CONTROL
 AE3308
 AE3308  ELLIP H (09/11/97)  248.14   (m)                       GP(       ) 4 1
 AE3308
 AE3308.Superseded values are not recommended for survey control.
 AE3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3308.See file dsdata.txt to determine how the superseded data were derived.
 AE3308
 AE3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3968314194(NAD 83)
 AE3308_MARKER: DD = SURVEY DISK
 AE3308_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3308_STAMPING: GEORGE AZ
 AE3308_MARK LOGO: CODDOP
 AE3308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3308+STABILITY: SURFACE MOTION
 AE3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3308+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3308
 AE3308  HISTORY     - Date     Condition        Report By
 AE3308  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3308  HISTORY     - 20060220 MARK NOT FOUND   GEOCAC
 AE3308
 AE3308                          STATION DESCRIPTION
 AE3308
 AE3308'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3308'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3308'I-75 AND LITTLE YORK RD. IN MONTGOMERY COUNTY GO WEST ALONG LITTLE
 AE3308'YORK RD FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF LITTLE YORK RD. AND
 AE3308'NORTH DIXIE DR. GO SOUTH ALONG NORTH DIXIE DR. FOR 1.1 MI (1.8 KM) TO
 AE3308'SUNNYRIDGE DR. ON THE RIGHT AND THE STATION ON THE LEFT. STATION IS A
 AE3308'BRONZE DISK IN CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF
 AE3308'PLANNING, STAMPED GEORGE AZ, AND IS FLUSH WITH THE SURFACE OF THE
 AE3308'GROUND. STATION IS LOCATED 29.1 FT (8.9 M) EAST FROM THE CENTERLINE OF
 AE3308'NORTH DIXIE DR., 52.6 FT (16.0 M) NORTH OF A CATCH BASIN, AND 55.5 FT
 AE3308'(16.9 M) SOUTH OF A POWER POLE.
 AE3308
 AE3308                          STATION RECOVERY (2006)
 AE3308
 AE3308'RECOVERY NOTE BY GEOCACHING 2006
 AE3308'NOT RECOVERED.  ROAD CONSTRUCTION IN THE AREA MAY HAVE DISTURBED THE
 AE3308'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF4050 ***********************************************************************
 DF4050  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4050  DESIGNATION -  GEORGETOWN CORS ARP
 DF4050  CORS_ID     -  GRTN
 DF4050  PID         -  DF4050
 DF4050  STATE/COUNTY-  OH/BROWN
 DF4050  USGS QUAD   -  HIGGINSPORT (1979)
 DF4050
 DF4050                         *CURRENT SURVEY CONTROL
 DF4050  ___________________________________________________________________
 DF4050* NAD 83(CORS)-  38 51 34.33053(N)    083 52 44.71203(W)     ADJUSTED  
 DF4050* NAVD 88     -                                                        
 DF4050  ___________________________________________________________________
 DF4050  EPOCH DATE  -        2002.00
 DF4050  X           -     530,290.528 (meters)                     COMP
 DF4050  Y           -  -4,944,970.505 (meters)                     COMP
 DF4050  Z           -   3,980,345.509 (meters)                     COMP
 DF4050  ELLIP HEIGHT-         253.26  (meters)          (02/??/03) GPS OBS
 DF4050  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DF4050
 DF4050  HORZ ORDER  -  SPECIAL (CORS)
 DF4050  ELLP ORDER  -  SPECIAL (CORS)
 DF4050
 DF4050.ITRF positions are available for this station.
 DF4050.The coordinates were established by GPS observations
 DF4050.and adjusted by the National Geodetic Survey in February 2003..
 DF4050.The coordinates are valid at the epoch date displayed above.
 DF4050.The epoch date for horizontal control is a decimal equivalence
 DF4050.of Year/Month/Day.
 DF4050
 DF4050
 DF4050.The PID for the CORS L1 Phase Center is DF9328.
 DF4050
 DF4050.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4050
 DF4050.The ellipsoidal height was determined by GPS observations
 DF4050.and is referenced to NAD 83.
 DF4050
 DF4050.The geoid height was determined by GEOID03.
 DF4050
 DF4050;                    North         East     Units Scale Factor Converg.
 DF4050;SPC OH S     -    96,334.435   480,306.173   MT  0.99997758   -0 52 30.2
 DF4050
 DF4050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4050!SPC OH S     -   0.99996027  x   0.99997758  =   0.99993785
 DF4050
 DF4050                          SUPERSEDED SURVEY CONTROL
 DF4050
 DF4050.No superseded survey control is available for this station.
 DF4050
 DF4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5018005129(NAD 83)
 DF4050_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4050
 DF4050                          STATION DESCRIPTION
 DF4050
 DF4050'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF4050'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4050'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4050'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4050'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4050'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF9328 ***********************************************************************
 DF9328  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9328  DESIGNATION -  GEORGETOWN CORS L1 PHASE CENTER
 DF9328  CORS_ID     -  GRTN
 DF9328  PID         -  DF9328
 DF9328  STATE/COUNTY-  OH/BROWN
 DF9328  USGS QUAD   -  HIGGINSPORT (1979)
 DF9328
 DF9328                         *CURRENT SURVEY CONTROL
 DF9328  ___________________________________________________________________
 DF9328* NAD 83(CORS)-  38 51 34.33056(N)    083 52 44.71195(W)     ADJUSTED  
 DF9328* NAVD 88     -                                                        
 DF9328  ___________________________________________________________________
 DF9328  EPOCH DATE  -        2002.00
 DF9328  X           -     530,290.539 (meters)                     COMP
 DF9328  Y           -  -4,944,970.590 (meters)                     COMP
 DF9328  Z           -   3,980,345.579 (meters)                     COMP
 DF9328  ELLIP HEIGHT-         253.37  (meters)          (02/??/03) GPS OBS
 DF9328  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DF9328
 DF9328  HORZ ORDER  -  SPECIAL (CORS)
 DF9328  ELLP ORDER  -  SPECIAL (CORS)
 DF9328
 DF9328.ITRF positions are available for this station.
 DF9328.The coordinates were established by GPS observations
 DF9328.and adjusted by the National Geodetic Survey in February 2003..
 DF9328.The coordinates are valid at the epoch date displayed above.
 DF9328.The epoch date for horizontal control is a decimal equivalence
 DF9328.of Year/Month/Day.
 DF9328
 DF9328
 DF9328.The PID for the CORS ARP is DF4050.
 DF9328
 DF9328.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9328
 DF9328.The ellipsoidal height was determined by GPS observations
 DF9328.and is referenced to NAD 83.
 DF9328
 DF9328.The geoid height was determined by GEOID03.
 DF9328
 DF9328;                    North         East     Units Scale Factor Converg.
 DF9328;SPC OH S     -    96,334.436   480,306.175   MT  0.99997758   -0 52 30.2
 DF9328
 DF9328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9328!SPC OH S     -   0.99996025  x   0.99997758  =   0.99993783
 DF9328
 DF9328                          SUPERSEDED SURVEY CONTROL
 DF9328
 DF9328.No superseded survey control is available for this station.
 DF9328
 DF9328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5018005129(NAD 83)
 DF9328_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF9328
 DF9328                          STATION DESCRIPTION
 DF9328
 DF9328'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF9328'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9328'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9328'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9328'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9328'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2512 ***********************************************************************
 HY2512  DESIGNATION -  GEORGETOWN COURTHOUSE DOME
 HY2512  PID         -  HY2512
 HY2512  STATE/COUNTY-  OH/BROWN
 HY2512  USGS QUAD   -  HIGGINSPORT (1979)
 HY2512
 HY2512                         *CURRENT SURVEY CONTROL
 HY2512  ___________________________________________________________________
 HY2512* NAD 83(1995)-  38 51 56.36269(N)    083 54 14.67490(W)     ADJUSTED  
 HY2512* NAVD 88     -                                                        
 HY2512  ___________________________________________________________________
 HY2512  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 HY2512  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 HY2512
 HY2512  HORZ ORDER  -  THIRD
 HY2512
 HY2512.The horizontal coordinates were established by classical geodetic methods
 HY2512.and adjusted by the National Geodetic Survey in April 1998..
 HY2512
 HY2512
 HY2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2512
 HY2512.The geoid height was determined by GEOID03.
 HY2512
 HY2512;                    North         East     Units Scale Factor Converg.
 HY2512;SPC OH S     -    97,047.166   478,148.003   MT  0.99997662   -0 53 27.3
 HY2512;SPC KY1Z     - 1,282,643.642 1,660,205.884   MT  1.00005405   +1 07 60.0
 HY2512;SPC KY1Z     - 4,208,140.02  5,446,858.80   sFT  1.00005405   +1 07 60.0
 HY2512;SPC KY N     -   151,643.830   530,022.220   MT  0.99998620   +0 12 54.7
 HY2512;SPC KY N     -   497,518.13  1,738,914.57   sFT  0.99998620   +0 12 54.7
 HY2512;UTM  17      - 4,305,877.323   248,032.935   MT  1.00038185   -1 49 23.7
 HY2512
 HY2512                          SUPERSEDED SURVEY CONTROL
 HY2512
 HY2512  NAD 83(1995)-  38 51 56.36587(N)    083 54 14.67555(W) AD(       ) 4
 HY2512  NAD 83(1986)-  38 51 56.37104(N)    083 54 14.68606(W) AD(       ) 4
 HY2512  NAD 27      -  38 51 56.12200(N)    083 54 14.94700(W) AD(       ) 3
 HY2512
 HY2512.Superseded values are not recommended for survey control.
 HY2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2512.See file dsdata.txt to determine how the superseded data were derived.
 HY2512
 HY2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4803305877(NAD 83)
 HY2512_MARKER: 87 = DOME
 HY2512
 HY2512  HISTORY     - Date     Condition        Report By
 HY2512  HISTORY     - 1887     FIRST OBSERVED   CGS
 HY2512
 HY2512                          STATION DESCRIPTION
 HY2512
 HY2512'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1747 ***********************************************************************
 MC1747  DESIGNATION -  GIBBS
 MC1747  PID         -  MC1747
 MC1747  STATE/COUNTY-  OH/LUCAS
 MC1747  USGS QUAD   -  BERKEY (1982)
 MC1747
 MC1747                         *CURRENT SURVEY CONTROL
 MC1747  ___________________________________________________________________
 MC1747* NAD 83(1995)-  41 42 57.75742(N)    083 48 06.83526(W)     ADJUSTED  
 MC1747* NAVD 88     -       210.5    (meters)     691.     (feet)  GPS OBS   
 MC1747  ___________________________________________________________________
 MC1747  X           -     514,802.797 (meters)                     COMP
 MC1747  Y           -  -4,740,303.336 (meters)                     COMP
 MC1747  Z           -   4,222,230.136 (meters)                     COMP
 MC1747  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MC1747  ELLIP HEIGHT-         175.33  (meters)          (10/07/05) GPS OBS
 MC1747  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 MC1747
 MC1747  HORZ ORDER  -  FIRST
 MC1747  ELLP ORDER  -  FOURTH    CLASS I
 MC1747
 MC1747.The horizontal coordinates were established by GPS observations
 MC1747.and adjusted by the National Geodetic Survey in April 1998..
 MC1747
 MC1747.The orthometric height was determined by GPS observations and a
 MC1747.high-resolution geoid model.
 MC1747
 MC1747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1747
 MC1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1747
 MC1747.The ellipsoidal height was determined by GPS observations
 MC1747.and is referenced to NAD 83.
 MC1747
 MC1747.The geoid height was determined by GEOID03.
 MC1747
 MC1747;                    North         East     Units Scale Factor Converg.
 MC1747;SPC OH N     -   228,390.822   491,662.178   MT  1.00000313   -0 51 19.0
 MC1747;UTM  17      - 4,622,043.770   266,913.855   MT  1.00026861   -1 51 55.2
 MC1747
 MC1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1747!SPC OH N     -   0.99997250  x   1.00000313  =   0.99997563
 MC1747!UTM  17      -   0.99997250  x   1.00026861  =   1.00024110
 MC1747
 MC1747                          SUPERSEDED SURVEY CONTROL
 MC1747
 MC1747  ELLIP H (04/01/98)  175.38   (m)                       GP(       ) 4 1
 MC1747  NAD 83(1995)-  41 42 57.75736(N)    083 48 06.83515(W) AD(       ) 1
 MC1747  NAD 83(1986)-  41 42 57.76767(N)    083 48 06.84868(W) AD(       ) 1
 MC1747
 MC1747.Superseded values are not recommended for survey control.
 MC1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1747.See file dsdata.txt to determine how the superseded data were derived.
 MC1747
 MC1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6691422044(NAD 83)
 MC1747_MARKER: DD = SURVEY DISK
 MC1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1747_SP_SET: CONCRETE POST
 MC1747_STAMPING: GIBBS 1993
 MC1747_MARK LOGO: OH-095
 MC1747_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1747+STABILITY: SURFACE MOTION
 MC1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1747+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1747
 MC1747  HISTORY     - Date     Condition        Report By
 MC1747  HISTORY     - 1993     MONUMENTED       OH-095
 MC1747
 MC1747                          STATION DESCRIPTION
 MC1747
 MC1747'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1747'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 2.0 MILES EAST OF
 MC1747'THE VILLAGE OF BERKEY.
 MC1747'TO REACH THE STATION FROM THE INTERSECTION OF SYLVANIA-METAMORA ROAD
 MC1747'AND BERKEY-SOUTHERN ROAD (STATE ROUTE 295) PROCEED EAST ALONG
 MC1747'SYLVANIA-METAMORA ROAD 2.25 MILES TO ITS INTERSECTION WITH GIBBS ROAD
 MC1747'TO THE STATION ON THE LEFT IN THE NORTHWEST CORNER OF THE
 MC1747'INTERSECTION.
 MC1747'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1747'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 0.1 FEET BELOW THE GROUND
 MC1747'SURFACE AND IS STAMPED --GIBBS 1993--.
 MC1747'THE STATION IS 58.6 FEET NORTHWEST FROM A WITNESS MONUMENT, 68.5 FEET
 MC1747'NORTHWEST FROM A SQUARE HEAD BOLT IN THE INTERSECTION, 41.4 FEET
 MC1747'NORTHEAST FROM A NAIL AND SHINER IN THE EAST FACE OF A POST AND 110.3
 MC1747'FEET NORTHWEST FROM A POWER POLE LOCATED ON THE SIDE OF
 MC1747'SYLVANIA-METAMORA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1387 ***********************************************************************
 JY1387  DESIGNATION -  GIBSON
 JY1387  PID         -  JY1387
 JY1387  STATE/COUNTY-  OH/MEIGS
 JY1387  USGS QUAD   -  ALBANY (1995)
 JY1387
 JY1387                         *CURRENT SURVEY CONTROL
 JY1387  ___________________________________________________________________
 JY1387* NAD 83(1995)-  39 11 13.60264(N)    082 09 52.24921(W)     ADJUSTED  
 JY1387* NAVD 88     -       297.9    (meters)     977.     (feet)  VERTCON   
 JY1387  ___________________________________________________________________
 JY1387  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 JY1387  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY1387
 JY1387  HORZ ORDER  -  SECOND
 JY1387
 JY1387.The horizontal coordinates were established by classical geodetic methods
 JY1387.and adjusted by the National Geodetic Survey in April 1998..
 JY1387
 JY1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1387
 JY1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1387
 JY1387.The geoid height was determined by GEOID03.
 JY1387
 JY1387;                    North         East     Units Scale Factor Converg.
 JY1387;SPC OH S     -   131,838.782   628,983.522   MT  0.99994180   +0 12 46.3
 JY1387;UTM  17      - 4,338,186.755   399,427.433   MT  0.99972454   -0 44 09.1
 JY1387
 JY1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1387!SPC OH S     -   0.99995861  x   0.99994180  =   0.99990041
 JY1387!UTM  17      -   0.99995861  x   0.99972454  =   0.99968316
 JY1387
 JY1387                          SUPERSEDED SURVEY CONTROL
 JY1387
 JY1387  NAD 83(1995)-  39 11 13.60469(N)    082 09 52.25579(W) AD(       ) 2
 JY1387  NAD 83(1986)-  39 11 13.60504(N)    082 09 52.25536(W) AD(       ) 2
 JY1387  NAD 27      -  39 11 13.33434(N)    082 09 52.73527(W) AD(       ) 2
 JY1387  NGVD 29 (07/19/86)  298.1    (m)          978.     (f) VERT ANG       
 JY1387
 JY1387.Superseded values are not recommended for survey control.
 JY1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1387.See file dsdata.txt to determine how the superseded data were derived.
 JY1387
 JY1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9942738187(NAD 83)
 JY1387_MARKER: Z = SEE DESCRIPTION
 JY1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1387_MARK LOGO: CGS   
 JY1387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1387
 JY1387  HISTORY     - Date     Condition        Report By
 JY1387  HISTORY     - 1883     MONUMENTED       CGS
 JY1387  HISTORY     - 1976     GOOD             NGS
 JY1387
 JY1387                          STATION DESCRIPTION
 JY1387
 JY1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1387'THE STATION MARK WAS RECOVERED AFTER GIBSON 2 1976 WAS
 JY1387'ESTABLISHED AND AN INVERSE DISTANCE COMPUTED. WHILE THE
 JY1387'STATION IS LISTED, THERE
 JY1387'IS NO PREVIOUS TEXTUAL DATA.  NO EVIDENCE OF REFERENCE MARKS OR
 JY1387'AN AZIMUTH MARK COULD BE FOUND AND IT IS NOT KNOWN IF THEY WERE
 JY1387'ESTABLISHED, OR IF THERE IS AN UNDERGROUND MARK.
 JY1387'
 JY1387'THE STATION IS A 6 BY 6-INCH SQUARE, WHITE LIMESTONE, MONUMENT
 JY1387'THAT IS FLUSH WITH THE GROUND SURFACE.  A CROSS WITH THE
 JY1387'LETTERS---U S C AND GS---, IN RESPECTIVE QUADRANTS OF THE CROSS,
 JY1387'IS CHISELED IN THE TOP OF THE MONUMENT.  THE---AND---IS AN
 JY1387'AMPERSAND.  THE MONUMENT IS 27.5 FEET WEST OF A WITNESS POST, 58
 JY1387'FEET WEST-NORTHWEST OF A TRIANGLE BLAZED TREE, 62 FEET
 JY1387'EAST-NORTHEAST OF ANOTHER TRIANGLE BLAZED TREE AND 66 FEET SOUTHEAST
 JY1387'OF A THIRD TRIANGLE BLAZED TREE.
 JY1387'
 JY1387'NO OBSERVATIONS WERE MADE FROM THE STATION SINCE NO OBJECTS OTHER
 JY1387'THAN GIBSON 2 1976 ARE VISIBLE DUE TO DENSE BRUSH AND TREES.
 JY1387'
 JY1387'FOR THE GENERAL LOCATION AND DIRECTIONS TO REACH THE STATION SEE
 JY1387'THE DESCRIPTION FOR GIBSON 2 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1388 ***********************************************************************
 JY1388  DESIGNATION -  GIBSON 2
 JY1388  PID         -  JY1388
 JY1388  STATE/COUNTY-  OH/MEIGS
 JY1388  USGS QUAD   -  ALBANY (1995)
 JY1388
 JY1388                         *CURRENT SURVEY CONTROL
 JY1388  ___________________________________________________________________
 JY1388* NAD 83(1995)-  39 11 13.55788(N)    082 09 51.93297(W)     ADJUSTED  
 JY1388* NAVD 88     -       298.3    (meters)     979.     (feet)  VERTCON   
 JY1388  ___________________________________________________________________
 JY1388  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 JY1388  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY1388
 JY1388  HORZ ORDER  -  FIRST
 JY1388
 JY1388.The horizontal coordinates were established by classical geodetic methods
 JY1388.and adjusted by the National Geodetic Survey in April 1998..
 JY1388
 JY1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1388
 JY1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1388
 JY1388.The geoid height was determined by GEOID03.
 JY1388
 JY1388;                    North         East     Units Scale Factor Converg.
 JY1388;SPC OH S     -   131,837.430   628,991.116   MT  0.99994180   +0 12 46.5
 JY1388;UTM  17      - 4,338,185.278   399,435.002   MT  0.99972452   -0 44 08.9
 JY1388
 JY1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1388!SPC OH S     -   0.99995855  x   0.99994180  =   0.99990035
 JY1388!UTM  17      -   0.99995855  x   0.99972452  =   0.99968308
 JY1388
 JY1388|---------------------------------------------------------------------|
 JY1388| PID    Reference Object                     Distance      Geod. Az  |
 JY1388|                                                           dddmmss.s |
 JY1388| CE6630 GIBSON 2 RM 1                        21.299 METERS 07039     |
 JY1388| JY1383 HORNER                              APPROX.10.5 KM 1442401.7 |
 JY1388| JY1390 GIBSON 2 AZ MK A PT                 272.475 METERS 26154     |
 JY1388| JY1392 GIBSON 2 AZ MK 2                    243.946 METERS 26236     |
 JY1388| JY1389 GIBSON 2 AZ MK                      264.488 METERS 26236     |
 JY1388| JY1387 GIBSON                                7.714 METERS 28018     |
 JY1388| CE6631 GIBSON 2 RM 2                        21.420 METERS 29115     |
 JY1388| JY1396 ZALESKI LOT                         APPROX.21.1 KM 3024753.2 |
 JY1388| JY1391 ALBANY MUN SPIPE                    APPROX. 6.3 KM 3175557.0 |
 JY1388|---------------------------------------------------------------------|
 JY1388
 JY1388                          SUPERSEDED SURVEY CONTROL
 JY1388
 JY1388  NAD 83(1995)-  39 11 13.55993(N)    082 09 51.93955(W) AD(       ) 1
 JY1388  NAD 83(1986)-  39 11 13.56027(N)    082 09 51.93909(W) AD(       ) 1
 JY1388  NAD 27      -  39 11 13.28956(N)    082 09 52.41904(W) AD(       ) 1
 JY1388  NGVD 29 (07/19/86)  298.5    (m)          979.     (f) VERT ANG       
 JY1388
 JY1388.Superseded values are not recommended for survey control.
 JY1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1388.See file dsdata.txt to determine how the superseded data were derived.
 JY1388
 JY1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9943538185(NAD 83)
 JY1388_MARKER: DD = SURVEY DISK
 JY1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1388_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JY1388_STAMPING: GIBSON 2 1975
 JY1388_MARK LOGO: NGS   
 JY1388
 JY1388  HISTORY     - Date     Condition        Report By
 JY1388  HISTORY     - 1976     MONUMENTED       NGS
 JY1388  HISTORY     - 1979     GOOD             NGS
 JY1388
 JY1388                          STATION DESCRIPTION
 JY1388
 JY1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1388'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF POMEROY, 10
 JY1388'1/2 MILES SOUTHWEST OF ATHENS, 3 MILES SOUTHEAST OF ALBANY AND
 JY1388'IN THE SOUTH HALF OF SECTION 30 SCIPIO TOWNSHIP.  PERMISSION
 JY1388'TO ESTABLISH THE STATION WAS OBTAINED FROM MRS NOLAND HANING
 JY1388'WHO IS THE SISTER OF THE PROPERTY OWNER.  THE PROPERTY OWNER
 JY1388'IS OVERSEAS SERVING WITH THE ARMED FORCES AT THE PRESENT TIME.
 JY1388'
 JY1388'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND
 JY1388'STATE HIGHWAY 681 IN DARWIN, GO NORTHWESTERLY ON STATE HIGHWAY
 JY1388'681 FOR 7.05 MILES TO THE JUNCTION OF STATE HIGHWAY 692.  KEEP
 JY1388'RIGHT AND CONTINUE NORTHWESTERLY ON HIGHWAY 681 FOR 1.5 MILES
 JY1388'TO BENCH MARK D 229 ON THE RIGHT.  CONTINUE NORTHWESTERLY ON
 JY1388'HIGHWAY 681 FOR 0.2 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN
 JY1388'LEFT AND GO WESTERLY FOR 0.25 MILE TO A T-ROAD.  TURN LEFT AND
 JY1388'GO SOUTHERLY ON A GRAVELED ROAD FOR 0.5 MILE TO A WOODS ROAD
 JY1388'ON THE LEFT AT THE EAST EDGE OF A CLEARED FIELD.  (TO REACH
 JY1388'THE THE AZIMUTH MARK FROM THIS POINT CONTINUE WESTERLY ON THE
 JY1388'GRAVELED ROAD FOR 0.2 MILE TO WHERE THE ROAD CURVES LEFT
 JY1388'AND THE MARK ON THE RIGHT ON A CUT BANK.) TURN LEFT ON
 JY1388'WOODS ROAD AND GO SOUTH UPHILL FOR 0.05 MILE TO THE TOP OF
 JY1388'THE HILL AND THE STATION ON THE LEFT.
 JY1388'
 JY1388'STATION MARKS ARE STANDARD DISK STAMPED---GIBSON 2 1975---.  THE
 JY1388'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JY1388'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 4 FEET
 JY1388'NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 JY1388'AN IRREGULAR MASS OF CONCRETE THAT IS 36 INCHES BELOW THE
 JY1388'SURFACE.
 JY1388'
 JY1388'GIBSON 1883 IS A 6 BY 6-INCH SQUARE, WHITE LIMESTONE, MONUMENT
 JY1388'THAT IS FLUSH WITH THE GROUND SURFACE.  A CROSS WITH THE LETTERS
 JY1388'INSCRIBED---U S C AND GS---, IN RESPECTIVE QUADRANTS OF THE CROSS,
 JY1388'IS CHISELED IN THE TOP OF THE MONUMENT.  THE --AND-- IS AN
 JY1388'AMPERSAND.  THE MONUMENT IS 27.5 FEET WEST OF A WITNESS POST, 58
 JY1388'FEET WEST-NORTHWEST OF A TRIANGLE BLAZED TREE, 62 FEET
 JY1388'EAST-NORTHEAST OF ANOTHER TRIANGLE BLAZED TREE AND 66 FEET SOUTHEAST
 JY1388'OF A THIRD TRIANGLE BLAZED TREE.
 JY1388'
 JY1388'REFERENCE MARK 1 IS STANDARD DISK, STAMPED---GIBSON 2 NO 1 1975---,
 JY1388'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JY1388'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 71 FEET NORTHEAST OF
 JY1388'THE WITNESS POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 JY1388'
 JY1388'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---GIBSON 2 NO 2
 JY1388'1975---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JY1388'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 73 FEET
 JY1388'NORTHWEST OF THE WITNESS POST AND ABOUT 2 FEET LOWER THAN THE
 JY1388'STATION.
 JY1388'
 JY1388'AZIMUTH MARK IS A STANDARD DISK, STAMPED---GIBSON 2 AZ 1975---, SET
 JY1388'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JY1388'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 22 FEET WEST OF THE
 JY1388'CENTER OF THE GRAVELED ROAD, 3 FEET SOUTH OF A METAL WITNESS
 JY1388'AND 2.5 FEET SOUTH OF A FENCE.
 JY1388'
 JY1388'BENCH MARK D 229 IS A STANDARD DISK, STAMPED---D 229 1958---, SET
 JY1388'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JY1388'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 32 FEET EAST OF THE
 JY1388'CENTER OF THE HIGHWAY, 2 FEET NORTH OF A RIGHT-OF-WAY MARKER
 JY1388'AND 1 FOOT WEST OF A FENCE.
 JY1388'
 JY1388'THERE WAS NO MEASUREMENTS BETWEEN THE REFERENCE MARKS DUE TO
 JY1388'TREES.
 JY1388'THE HEIGHT OF THE LIGHT ABOVE THE MARK WAS 26.1 METERS.
 JY1388
 JY1388                          STATION RECOVERY (1979)
 JY1388
 JY1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 JY1388'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 JY1388'AS DESCRIBED IN THE 1976 DESCRIPTION.  THE AZIMUTH MARK WAS IN THE
 JY1388'AREA OF THE CONSTRUCTION OF A NEW HOME.  A NEW AZIMUTH MARK NUMBER
 JY1388'TWO WAS ESTABLISHED.  THE 1976 AZIMUTH MARK WAS THEN
 JY1388'DESTROYED.  ADDITIONAL INFORMATION ON THE NEW AZIMUTH MARK FOLLOWS.
 JY1388'
 JY1388'THE AZIMUTH MARK 2 IS A STANDARD DISK STAMPED GIBSON 2 1976 AZ
 JY1388'2 1979, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 JY1388'IS FLUSH WITH THE SURFACE.  IT IS 0.25 MILE WEST OF THE STATION,
 JY1388'20 FEET NE OF THE CENTER OF THE ROAD, 4 FEET NW OF A FENCE LINE AND
 JY1388'2.6 FEET NW OF A WITNESS POST.  IT IS DIRECTLY ACROSS THE ROAD FROM
 JY1388'WHERE THE OLD AZIMUTH MARK WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1389 ***********************************************************************
 JY1389  DESIGNATION -  GIBSON 2 AZ MK
 JY1389  PID         -  JY1389
 JY1389  STATE/COUNTY-  OH/MEIGS
 JY1389  USGS QUAD   -  ALBANY (1995)
 JY1389
 JY1389                         *CURRENT SURVEY CONTROL
 JY1389  ___________________________________________________________________
 JY1389* NAD 83(1995)-  39 11 12.45414(N)    082 10 02.86191(W)     ADJUSTED  
 JY1389* NAVD 88     -       296.5    (meters)     973.     (feet)  VERTCON   
 JY1389  ___________________________________________________________________
 JY1389  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 JY1389  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY1389
 JY1389  HORZ ORDER  -  SECOND
 JY1389
 JY1389.The horizontal coordinates were established by classical geodetic methods
 JY1389.and adjusted by the National Geodetic Survey in April 1998..
 JY1389
 JY1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1389
 JY1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1389
 JY1389.The geoid height was determined by GEOID03.
 JY1389
 JY1389;                    North         East     Units Scale Factor Converg.
 JY1389;SPC OH S     -   131,802.425   628,728.971   MT  0.99994182   +0 12 39.6
 JY1389;UTM  17      - 4,338,154.624   399,172.370   MT  0.99972517   -0 44 15.8
 JY1389
 JY1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1389!SPC OH S     -   0.99995883  x   0.99994182  =   0.99990065
 JY1389!UTM  17      -   0.99995883  x   0.99972517  =   0.99968401
 JY1389
 JY1389                          SUPERSEDED SURVEY CONTROL
 JY1389
 JY1389  NAD 83(1995)-  39 11 12.45616(N)    082 10 02.86849(W) AD(       ) 2
 JY1389  NAD 83(1986)-  39 11 12.45643(N)    082 10 02.86807(W) AD(       ) 2
 JY1389  NAD 27      -  39 11 12.18575(N)    082 10 03.34761(W) AD(       ) 2
 JY1389  NGVD 29 (07/19/86)  296.7    (m)          973.     (f) VERT ANG       
 JY1389
 JY1389.Superseded values are not recommended for survey control.
 JY1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1389.See file dsdata.txt to determine how the superseded data were derived.
 JY1389
 JY1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9917238155(NAD 83)
 JY1389_MARKER: DD = SURVEY DISK
 JY1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1389_STAMPING: GIBSON 2 AZ 1975
 JY1389_MARK LOGO: NGS   
 JY1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1389+STABILITY: SURFACE MOTION
 JY1389
 JY1389  HISTORY     - Date     Condition        Report By
 JY1389  HISTORY     - 1976     MONUMENTED       NGS
 JY1389
 JY1389                          STATION DESCRIPTION
 JY1389
 JY1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1389'A TRAVERSE TIE USING EDM EQUIPMENT WAS MADE FROM GIBSON 2 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1438 ***********************************************************************
 MC1438  DESIGNATION -  GILES
 MC1438  PID         -  MC1438
 MC1438  STATE/COUNTY-  OH/HENRY
 MC1438  USGS QUAD   -  MC CLURE (1971)
 MC1438
 MC1438                         *CURRENT SURVEY CONTROL
 MC1438  ___________________________________________________________________
 MC1438* NAD 83(1995)-  41 19 38.90648(N)    083 56 28.53199(W)     ADJUSTED  
 MC1438* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1438  ___________________________________________________________________
 MC1438  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 MC1438  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1438
 MC1438  HORZ ORDER  -  THIRD
 MC1438
 MC1438.The horizontal coordinates were established by classical geodetic methods
 MC1438.and adjusted by the National Geodetic Survey in April 1998..
 MC1438
 MC1438.The orthometric height was scaled from a topographic map.
 MC1438
 MC1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1438
 MC1438.The geoid height was determined by GEOID03.
 MC1438
 MC1438;                    North         East     Units Scale Factor Converg.
 MC1438;SPC OH N     -   185,424.173   479,353.170   MT  0.99994939   -0 56 48.6
 MC1438;UTM  17      - 4,579,284.960   253,849.971   MT  1.00034574   -1 56 35.8
 MC1438;UTM  16      - 4,579,625.268   755,983.144   MT  1.00040651   +2 01 15.5
 MC1438
 MC1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1438!SPC OH N     -   0.99997296  x   0.99994939  =   0.99992236
 MC1438!UTM  17      -   0.99997296  x   1.00034574  =   1.00031870
 MC1438!UTM  16      -   0.99997296  x   1.00040651  =   1.00037946
 MC1438
 MC1438                          SUPERSEDED SURVEY CONTROL
 MC1438
 MC1438  NAD 83(1995)-  41 19 38.91457(N)    083 56 28.53671(W) AD(       ) 3
 MC1438  NAD 83(1986)-  41 19 38.91621(N)    083 56 28.54317(W) AD(       ) 3
 MC1438  NAD 27      -  41 19 38.72800(N)    083 56 28.74800(W) AD(       ) 3
 MC1438
 MC1438.Superseded values are not recommended for survey control.
 MC1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1438.See file dsdata.txt to determine how the superseded data were derived.
 MC1438
 MC1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5385079285(NAD 83)
 MC1438_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1438_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MC1438_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MC1438_STAMPING: GILES 1950
 MC1438_MARK LOGO: CGS   
 MC1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1438
 MC1438  HISTORY     - Date     Condition        Report By
 MC1438  HISTORY     - 1950     MONUMENTED       CGS
 MC1438  HISTORY     - 1963     GOOD             CGS
 MC1438  HISTORY     - 1965     GOOD             USE
 MC1438  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 MC1438  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1438
 MC1438                          STATION DESCRIPTION
 MC1438
 MC1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JMN)
 MC1438'STATION IS IN THE PHOTOGRAMMETRIC TEST AREA, NEAR MCCLURE, OHIO, ON
 MC1438'THE EAST IN THE EXTREME SW SIDE OF STATE
 MC1438'HIGHWAY 65, 3.0 MILES SOUTH OF MCCLURE, IN THE EXTREME SW
 MC1438'CORNER OF SECTION 3, RICHFIELD
 MC1438'TOWNSHIP, ON PROPERTY OWNED BY FRANK M. GILES
 MC1438'ESTATE.  STATION IS IN THE CENTER OF A
 MC1438'PHOTOGRAMMETRIC TARGET OF CRUSHED LIMESTONE,
 MC1438'6 FEET IN DIAMETER.
 MC1438
 MC1438                          STATION RECOVERY (1963)
 MC1438
 MC1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1438'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1438'EXCEPTIONS.  THE STATION IS 47 FEET NORTHEAST OF THE CENTER OF THE
 MC1438'INTERSECTION OF TWO ROADS, 18.5 FEET EAST OF A POWER POLE, THE
 MC1438'CRUSHED LIMESTONE SURROUNDING THE MONUMENT IS ON TOP OF A LAYER OF
 MC1438'ASPHALT AND THE DISK IS STAMPED GILES 1950.
 MC1438
 MC1438                          STATION RECOVERY (1965)
 MC1438
 MC1438'RECOVERY NOTE BY US ENGINEERS 1965 (RWK)
 MC1438'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MCCLURE, TRAVEL S 3 MI.
 MC1438'ON HWY 65 TO THE JCT. OF HWY65 AND CO. ROAD L.
 MC1438'
 MC1438'THE STA. IS LOCATED IN A 2 M. DIA. CRUSHED LIMESTONE TARGET, 11M E OF
 MC1438'THE CENTERLINE OF HWY 65, 5 M. N OF THE CENTERLINE OF CO ROAD L,
 MC1438'3M. E OF A CAPPED WELL, 4-1/2 M. SE OF A POWER POLE, AND 1-1/2 M.
 MC1438'W OF A TELEPHONE POLE.
 MC1438'
 MC1438'THE STA. IS APPROX. 1/2 M. LOWER THAN THE ROAD.  THE TELEPHONE LINE
 MC1438'WIRE THAT CROSSES THE STA. GIVES A MAX. VERT. CLEARANCE OF 4 M.
 MC1438'
 MC1438'STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MC1438'GILES 1950.
 MC1438
 MC1438                          STATION RECOVERY (1980)
 MC1438
 MC1438'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1438'GILES 1950 UNABLE TO LOCATED - FURTHER SEARCH NEEDED.
 MC1438'
 MC1438'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI SOUTH, MCCLURE.
 MC1438
 MC1438                          STATION RECOVERY (1984)
 MC1438
 MC1438'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1438'GILES 1950 COULD NOT FIND.
 MC1438'
 MC1438'DID NOT SEE ANY MARK OK WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2154 ***********************************************************************
 KZ2154  CBN         -  This is a Cooperative Base Network Control Station.
 KZ2154  PACS        -  This is a Primary Airport Control Station.
 KZ2154  DESIGNATION -  GILPORT
 KZ2154  PID         -  KZ2154
 KZ2154  STATE/COUNTY-  OH/MORROW
 KZ2154  USGS QUAD   -  MOUNT GILEAD (1987)
 KZ2154
 KZ2154                         *CURRENT SURVEY CONTROL
 KZ2154  ___________________________________________________________________
 KZ2154* NAD 83(1995)-  40 31 29.09932(N)    082 51 15.96588(W)     ADJUSTED  
 KZ2154* NAVD 88     -       328.10   (meters)    1076.4    (feet)  GPS OBS   
 KZ2154  ___________________________________________________________________
 KZ2154  X           -     603,950.348 (meters)                     COMP
 KZ2154  Y           -  -4,817,563.928 (meters)                     COMP
 KZ2154  Z           -   4,122,640.404 (meters)                     COMP
 KZ2154  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 KZ2154  ELLIP HEIGHT-         294.03  (meters)          (03/08/05) GPS OBS
 KZ2154  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KZ2154
 KZ2154  HORZ ORDER  -  B
 KZ2154  ELLP ORDER  -  FOURTH    CLASS II
 KZ2154
 KZ2154.This mark is at Morrow County Airport (4I9)
 KZ2154
 KZ2154.The horizontal coordinates were established by GPS observations
 KZ2154.and adjusted by the National Geodetic Survey in August 1996..
 KZ2154
 KZ2154.The orthometric height was determined by GPS observations and a
 KZ2154.high-resolution geoid model.
 KZ2154
 KZ2154.GPS derived orthometric heights for airport stations designated as
 KZ2154.PACS or SACS are published to 2 decimal places.  This maintains
 KZ2154.centimeter relative accuracy between the PACS and SACS.  It does
 KZ2154.not indicate centimeter accuracy relative to other marks which are
 KZ2154.part of the NAVD 88 network.
 KZ2154
 KZ2154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2154
 KZ2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2154
 KZ2154.The ellipsoidal height was determined by GPS observations
 KZ2154.and is referenced to NAD 83.
 KZ2154
 KZ2154.The geoid height was determined by GEOID03.
 KZ2154
 KZ2154;                    North         East     Units Scale Factor Converg.
 KZ2154;SPC OH N     -    95,348.222   569,966.956   MT  0.99998374   -0 13 58.2
 KZ2154;UTM  17      - 4,487,654.024   342,920.011   MT  0.99990372   -1 12 18.8
 KZ2154
 KZ2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2154!SPC OH N     -   0.99995388  x   0.99998374  =   0.99993762
 KZ2154!UTM  17      -   0.99995388  x   0.99990372  =   0.99985760
 KZ2154
 KZ2154|---------------------------------------------------------------------|
 KZ2154| PID    Reference Object                     Distance      Geod. Az  |
 KZ2154|                                                           dddmmss.s |
 KZ2154| AD9596 4I9 B                               387.922 METERS 08646     |
 KZ2154| KZ2157 GILPORT AZ MK                       APPROX. 0.9 KM 0910234.8 |
 KZ2154| AD9597 4I9 A                               157.944 METERS 29937     |
 KZ2154|---------------------------------------------------------------------|
 KZ2154
 KZ2154                          SUPERSEDED SURVEY CONTROL
 KZ2154
 KZ2154  ELLIP H (08/20/96)  294.05   (m)                       GP(       ) 4 2
 KZ2154  NAD 83(1986)-  40 31 29.10568(N)    082 51 15.97466(W) AD(       ) 3
 KZ2154  NAD 27      -  40 31 28.89586(N)    082 51 16.32894(W) AD(       ) 3
 KZ2154  NGVD 29 (02/23/89)  328.2    (m)         1077.     (f) GPS OBS        
 KZ2154
 KZ2154.Superseded values are not recommended for survey control.
 KZ2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2154.See file dsdata.txt to determine how the superseded data were derived.
 KZ2154
 KZ2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4292087654(NAD 83)
 KZ2154_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2154_SP_SET: CONCRETE POST
 KZ2154_STAMPING: GILPORT 1986
 KZ2154_MARK LOGO: NGS   
 KZ2154_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2154+STABILITY: SURFACE MOTION
 KZ2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2154+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1995
 KZ2154
 KZ2154  HISTORY     - Date     Condition        Report By
 KZ2154  HISTORY     - 1986     MONUMENTED       NGS
 KZ2154  HISTORY     - 19870901 GOOD
 KZ2154  HISTORY     - 19951023 GOOD             NGS
 KZ2154
 KZ2154                          STATION DESCRIPTION
 KZ2154
 KZ2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2154'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST OF FULTON, 3
 KZ2154'MILES NORTHEAST OF CARDINGTON AND 2 MILES SOUTHWEST OF MOUNT GALLATE I
 KZ2154'THE NORTHEAST ANGLE OF THE WESTERN TAXIWAY AND RUNWAY JUNCTION.
 KZ2154'OWNERSHIP MORROW COUNTY AIRPORT AUTHORITY C/O MARIA FISHER 4679 TOWN-
 KZ2154'SHIP ROAD 126, CARDINGTON OHIO 43315 PHONE 419-947-1833.
 KZ2154'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 42 AND STATE ROUTE 61 ABOUT
 KZ2154'1.0 MILE SOUTH OF MOUNT GILEAD. GO SOUTH ON U.S. HIGHWAY 42 FOR 2.9
 KZ2154'MILES TO TOWNSHIP ROAD 126 ON THE RIGHT.  TURN RIGHT, NORTH, FOR 0.75
 KZ2154'MILES TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT FOR 0.15 MILE
 KZ2154'TO A GATE. PASS THROUGH GATE AND TURN RIGHT ON TAXI FOR 0.05 MILE
 KZ2154'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH FROM THE STATION,
 KZ2154'GO EAST ALONG RUNWAY FOR 0.5 MILES TO THE MARK ON THE WEST SIDE OF
 KZ2154'TURNAROUND.
 KZ2154'THE STATION DISKS ARE STANDARD NGS STATION DISKS STAMPED --GILPORT
 KZ2154'1986---.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND 25 CM
 KZ2154'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 18.9 METERS NORTH OF
 KZ2154'THE RUNWAY CENTER LINE, 14.6 METERS EAST OF THE EAST EDGE OF THE
 KZ2154'TAXIWAY, 15.7 METERS NORTHWEST OF THE RUNWAY LIGHT, 14.2 METERS
 KZ2154'SOUTHWEST OF A 0.4 METER PIPE CULVERT (EAST END),
 KZ2154'10.8 METERS EAST-SOUTHEAST OF A TAXIWAY LIGHT AND 0.3 METERS WEST
 KZ2154'OF A FIBERGLASS WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 KZ2154'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 1.1 METERS BELOW GROUND.
 KZ2154'DESCRIBED BY B.L. LAMBERT.  TYPED BY JAMES MALONEY 9/05/87.
 KZ2154
 KZ2154                          STATION RECOVERY (1987)
 KZ2154
 KZ2154'RECOVERED 1987
 KZ2154'RECOVERED IN GOOD CONDITION.
 KZ2154
 KZ2154                          STATION RECOVERY (1995)
 KZ2154
 KZ2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ2154'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 6 KM
 KZ2154'(3.70 MI) NORTH-NORTHWEST OF FULTON, 5 KM (3.10 MI) NORTHEAST OF
 KZ2154'CARDINGTON, AND 3 KM (1.85 MI) SOUTHWEST OF MOUNT GILEAD AT THE MORROW
 KZ2154'COUNTY AIRPORT, IN THE NORTHEAST QUADRANT OF THE JUNCTION OF THE
 KZ2154'RUNWAY AND THE CONNECTOR TAXI FROM THE APRON.  OWNERSHIP--MORROW
 KZ2154'COUNTY, 4679 TOWNSHIP ROAD 126, CARDINGTON, OHIO, 43315.  AIRPORT
 KZ2154'MANAGER IS CARL FISHER, JR.  AIRPORT PHONE IS 419-947-1833, HOME PHONE
 KZ2154'IS 419-768-3844.  TO REACH FROM THE JUNCTION OF US HIGHWAY 42 AND
 KZ2154'STATE HIGHWAY 61 ABOUT 1.6 KM (1.00 MI) SOUTH OF MOUNT GILEAD, GO
 KZ2154'SOUTH ON HIGHWAY 42 FOR 4.67 KM (2.90 MI) TO TOWNSHIP ROAD 126 ON THE
 KZ2154'RIGHT.  TURN RIGHT, NORTH, ON THE ROAD FOR 1.2 KM (0.75 MI) TO THE
 KZ2154'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTHEASTERLY, FOR 0.24 KM
 KZ2154'(0.15 MI) TO A GATE.  PASS THROUGH THE GATE AND TURN RIGHT, SOUTH,
 KZ2154'ALONG A TAXI FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.  THE
 KZ2154'STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST SET FLUSH
 KZ2154'WITH THE GROUND.  IT IS 18.9 M (62.0 FT) NORTH OF THE RUNWAY CENTER,
 KZ2154'12.5 M (41.0 FT) EAST OF THE EAST EDGE OF THE TAXI, 15.7 M (51.5 FT)
 KZ2154'NORTHWEST OF A RUNWAY LIGHT, 14.2 M (46.6 FT) SOUTHWEST OF THE EAST
 KZ2154'END OF A CULVERT, 10.8 M (35.4 FT) EAST-SOUTHEAST OF A TAXI LIGHT, AND
 KZ2154'0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2157 ***********************************************************************
 KZ2157  SACS        -  This is a Secondary Airport Control Station.
 KZ2157  DESIGNATION -  GILPORT AZ MK
 KZ2157  PID         -  KZ2157
 KZ2157  STATE/COUNTY-  OH/MORROW
 KZ2157  USGS QUAD   -  MOUNT GILEAD (1987)
 KZ2157
 KZ2157                         *CURRENT SURVEY CONTROL
 KZ2157  ___________________________________________________________________
 KZ2157* NAD 83(1995)-  40 31 28.58705(N)    082 50 39.20969(W)     ADJUSTED  
 KZ2157* NAVD 88     -       330.28   (meters)    1083.6    (feet)  GPS OBS   
 KZ2157  ___________________________________________________________________
 KZ2157  X           -     604,810.310 (meters)                     COMP
 KZ2157  Y           -  -4,817,468.068 (meters)                     COMP
 KZ2157  Z           -   4,122,629.815 (meters)                     COMP
 KZ2157  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 KZ2157  ELLIP HEIGHT-         296.22  (meters)          (10/07/05) GPS OBS
 KZ2157  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KZ2157
 KZ2157  HORZ ORDER  -  FIRST
 KZ2157  ELLP ORDER  -  FOURTH    CLASS II
 KZ2157
 KZ2157.This mark is at Morrow County Airport (4I9)
 KZ2157
 KZ2157.The horizontal coordinates were established by GPS observations
 KZ2157.and adjusted by the National Geodetic Survey in June 1997..
 KZ2157
 KZ2157.The orthometric height was determined by GPS observations and a
 KZ2157.high-resolution geoid model.
 KZ2157
 KZ2157.GPS derived orthometric heights for airport stations designated as
 KZ2157.PACS or SACS are published to 2 decimal places.  This maintains
 KZ2157.centimeter relative accuracy between the PACS and SACS.  It does
 KZ2157.not indicate centimeter accuracy relative to other marks which are
 KZ2157.part of the NAVD 88 network.
 KZ2157
 KZ2157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2157
 KZ2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2157
 KZ2157.The ellipsoidal height was determined by GPS observations
 KZ2157.and is referenced to NAD 83.
 KZ2157
 KZ2157.The geoid height was determined by GEOID03.
 KZ2157
 KZ2157;                    North         East     Units Scale Factor Converg.
 KZ2157;SPC OH N     -    95,328.955   570,832.038   MT  0.99998377   -0 13 34.1
 KZ2157;UTM  17      - 4,487,620.082   343,784.570   MT  0.99990039   -1 11 54.9
 KZ2157
 KZ2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2157!SPC OH N     -   0.99995353  x   0.99998377  =   0.99993731
 KZ2157!UTM  17      -   0.99995353  x   0.99990039  =   0.99985393
 KZ2157
 KZ2157:                Primary Azimuth Mark                     Grid Az
 KZ2157:SPC OH N     -  GILPORT                                  271 16 32.8
 KZ2157:UTM  17      -  GILPORT                                  272 14 53.6
 KZ2157
 KZ2157|---------------------------------------------------------------------|
 KZ2157| PID    Reference Object                     Distance      Geod. Az  |
 KZ2157|                                                           dddmmss.s |
 KZ2157| KZ2154 GILPORT                             APPROX. 0.9 KM 2710258.7 |
 KZ2157|---------------------------------------------------------------------|
 KZ2157
 KZ2157                          SUPERSEDED SURVEY CONTROL
 KZ2157
 KZ2157  ELLIP H (06/22/97)  296.24   (m)                       GP(       ) 4 2
 KZ2157  NAD 83(1986)-  40 31 28.59348(N)    082 50 39.21872(W) AD(       ) 3
 KZ2157  NAD 27      -  40 31 28.38352(N)    082 50 39.57437(W) AD(       ) 3
 KZ2157  NGVD 29 (02/23/89)  330.4    (m)         1084.     (f) GPS OBS        
 KZ2157
 KZ2157.Superseded values are not recommended for survey control.
 KZ2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2157.See file dsdata.txt to determine how the superseded data were derived.
 KZ2157
 KZ2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE4378587620(NAD 83)
 KZ2157_MARKER: DZ = AZIMUTH MARK DISK
 KZ2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2157_SP_SET: CONCRETE POST
 KZ2157_STAMPING: GILPORT 1986
 KZ2157_MARK LOGO: NGS   
 KZ2157_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2157+STABILITY: SURFACE MOTION
 KZ2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2157+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1995
 KZ2157
 KZ2157  HISTORY     - Date     Condition        Report By
 KZ2157  HISTORY     - 1986     MONUMENTED       NGS
 KZ2157  HISTORY     - 19870901 GOOD
 KZ2157  HISTORY     - 19951023 GOOD             NGS
 KZ2157
 KZ2157                          STATION DESCRIPTION
 KZ2157
 KZ2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KZ2157'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST OF FULTON, 3
 KZ2157'MILES NORTHEAST OF CARDINGTON AND 2 MILES SOUTHWEST OF MOUNT GILEAD IN
 KZ2157'THE NORTHEAST ANGLE OF THE WESTERN TAXIWAY AND RUNWAY JUNCTION.
 KZ2157'OWNERSHIP MORROW COUNTY AIRPORT AUTHORITY C/O MARIA FISHER 4679 TOWN-
 KZ2157'SHIP ROAD 126, CARDINGTON OHIO 43315 PHONE 419-947-1833.
 KZ2157'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 42 AND STATE ROUTE 61 ABOUT
 KZ2157'1.0 MILE SOUTH OF MOUNT GILEAD. GO SOUTH ON U.S. HIGHWAY 42 FOR 2.9
 KZ2157'MILES TO TOWNSHIP ROAD 126 ON THE RIGHT.  TURN RIGHT, NORTH, FOR 0.75
 KZ2157'MILES TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT FOR 0.15 MILE
 KZ2157'TO A GATE. PASS THROUGH GATE AND TURN RIGHT ON TAXI FOR 0.05 MILE
 KZ2157'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH FROM THE STATION,
 KZ2157'GO EAST ALONG RUNWAY FOR 0.5 MILES TO THE MARK ON THE WEST SIDE OF
 KZ2157'TURNAROUND.
 KZ2157'THE AZIMUTH DISKS ARE STANDARD NGS AZIMUTH DISKS STAMPED --GILPORT
 KZ2157'1986--.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND 25 CM CONCRETE
 KZ2157'POST FLUSH WITH THE GROUND.  IT IS 42.8 METERS NORTHWEST OF THE CENTER
 KZ2157'OF THE RUNWAY END, 17.8 METERS NORTH OF THE RUNWAY CENTER LINE, 13.5
 KZ2157'METERS SOUTHWEST OF A TAXIWAY LIGHT(BLUE), 12.7 METERS WEST OF THE
 KZ2157'WEST EDGE OF THE TURN AROUND, 5.4 METERS NORTH-NORTHWEST OF A RUNWAY
 KZ2157'LIGHT(WHITE) AND 0.3 METERS SOUTH OF THE FIBERGLASS WITNESS POST.
 KZ2157'THE UNDERGROUND DISKS IS IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 KZ2157'ABOUT 1.1 METER BELOW GROUND.
 KZ2157'DESCRIBED BY B.L. LAMBERT.  TYPED BY JAMES MALONEY 9/05/87.
 KZ2157
 KZ2157                          STATION RECOVERY (1987)
 KZ2157
 KZ2157'RECOVERED 1987
 KZ2157'RECOVERED IN GOOD CONDITION.
 KZ2157
 KZ2157                          STATION RECOVERY (1995)
 KZ2157
 KZ2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KZ2157'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTH-NORTHWEST OF FULTON,
 KZ2157'5 KM (3.10 MI) NORTHEAST OF CARDINGTON, AND 3 KM (1.85 MI) SOUTHWEST
 KZ2157'OF MOUNT GILEAD AT THE MORROW COUNTY AIRPORT, IN THE NORTHWEST
 KZ2157'QUADRANT OF THE JUNCTION OF RUNWAY END 28 AND THE CONNECTOR TAXI.
 KZ2157'OWNERSHIP--MORROW COUNTY, 4679 TOWNSHIP ROAD 126, CARDINGTON, OH.
 KZ2157'43315.  AIRPORT MANAGER IS CARL FISHER, JR.  AIRPORT PHONE IS
 KZ2157'419-947-1833, HOME PHONE IS 419-768-3844.  TO REACH FROM THE JUNCTION
 KZ2157'OF U.S.  HIGHWAY 42 AND STATE HIGHWAY 61 ABOUT 1.6 KM (1.00 MI) SOUTH
 KZ2157'OF MOUNT GILEAD, GO SOUTH ON HIGHWAY 42 FOR 4.67 KM (2.90 MI) TO
 KZ2157'TOWNSHIP ROAD 126 ON THE RIGHT.  TURN RIGHT, NORTH, ON THE ROAD FOR
 KZ2157'1.2 KM (0.75 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 KZ2157'SOUTHEASTERLY, FOR 0.24 KM (0.15 MI) TO A GATE.  PASS THROUGH THE GATE
 KZ2157'AND BEAR LEFT, EAST, ALONG THE PARALLEL TAXI FOR 0.8 KM (0.50 MI) TO
 KZ2157'THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 25 CM
 KZ2157'ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 42.8 M (140.4
 KZ2157'FT) NORTHWEST OF THE CENTER OF THE RUNWAY END, 18.0 M (59.1 FT) NORTH
 KZ2157'OF THE RUNWAY CENTER, 13.5 M (44.3 FT) SOUTHWEST OF A BLUE TAXI LIGHT,
 KZ2157'12.7 M (41.7 FT) WEST OF THE WEST EDGE OF A TURN-AROUND,5.4 M
 KZ2157'NORTH-NORTHWEST OF A RUNWAY LIGHT, AND 0.3 M (1.0 FT) SOUTH OF A
 KZ2157'FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG THIS IS A SECONDARY
 KZ2157'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1406 ***********************************************************************
 MC1406  DESIGNATION -  GLADYS
 MC1406  PID         -  MC1406
 MC1406  STATE/COUNTY-  OH/HENRY
 MC1406  USGS QUAD   -  MC CLURE (1971)
 MC1406
 MC1406                         *CURRENT SURVEY CONTROL
 MC1406  ___________________________________________________________________
 MC1406* NAD 83(1995)-  41 17 54.74742(N)    083 55 15.96641(W)     ADJUSTED  
 MC1406* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 MC1406  ___________________________________________________________________
 MC1406  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 MC1406  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 MC1406
 MC1406  HORZ ORDER  -  THIRD
 MC1406
 MC1406.The horizontal coordinates were established by classical geodetic methods
 MC1406.and adjusted by the National Geodetic Survey in April 1998..
 MC1406
 MC1406.The orthometric height was scaled from a topographic map.
 MC1406
 MC1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1406
 MC1406.The geoid height was determined by GEOID03.
 MC1406
 MC1406;                    North         East     Units Scale Factor Converg.
 MC1406;SPC OH N     -   182,183.771   480,988.004   MT  0.99994723   -0 56 00.9
 MC1406;UTM  17      - 4,576,015.351   255,428.861   MT  1.00033620   -1 55 43.8
 MC1406;UTM  16      - 4,576,472.376   757,784.362   MT  1.00041791   +2 01 59.3
 MC1406
 MC1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1406!SPC OH N     -   0.99997266  x   0.99994723  =   0.99991989
 MC1406!UTM  17      -   0.99997266  x   1.00033620  =   1.00030885
 MC1406!UTM  16      -   0.99997266  x   1.00041791  =   1.00039055
 MC1406
 MC1406                          SUPERSEDED SURVEY CONTROL
 MC1406
 MC1406  NAD 83(1995)-  41 17 54.75583(N)    083 55 15.97147(W) AD(       ) 3
 MC1406  NAD 83(1986)-  41 17 54.75792(N)    083 55 15.97694(W) AD(       ) 3
 MC1406  NAD 27      -  41 17 54.57400(N)    083 55 16.18300(W) AD(       ) 3
 MC1406
 MC1406.Superseded values are not recommended for survey control.
 MC1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1406.See file dsdata.txt to determine how the superseded data were derived.
 MC1406
 MC1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5542976015(NAD 83)
 MC1406_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1406_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1406_STAMPING: GLADYS 1947
 MC1406_MARK LOGO: CGS   
 MC1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1406+STABILITY: SURFACE MOTION
 MC1406
 MC1406  HISTORY     - Date     Condition        Report By
 MC1406  HISTORY     - 1947     MONUMENTED       CGS
 MC1406  HISTORY     - 1963     GOOD             CGS
 MC1406  HISTORY     - 1965     GOOD             USE
 MC1406  HISTORY     - 1980     GOOD             LOCENG
 MC1406  HISTORY     - 1984     GOOD             USPSQD
 MC1406
 MC1406                          STATION DESCRIPTION
 MC1406
 MC1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1406'THE STATION IS LOCATED 1 MILE EAST OF WESTHOPE.  IT IS 0.2 M. SOUTH
 MC1406'AND 35.6 M. EAST
 MC1406'OF THE SOUTHWEST FENCE CORNER OF THE GLADYS HOSKINSON
 MC1406'FARM.  IT IS IN THE SECTION ROAD
 MC1406'RIGHT OF WAY, 43.2 M. ENE OF THE POINT
 MC1406'OF INTERSECTION OF THE NS SECTION ROAD AND THE EW
 MC1406'SECTION ROAD.
 MC1406'
 MC1406'STATION IS 9.5 METERS N OF THE CENTERLINE OF EW SEC. ROAD, 42.4
 MC1406'METERS E OF THE CENTERLINE OF NS SEC. ROAD.
 MC1406'STATION IS 43.2 METERS (142 FEET) ENE OF THE POINT OF INTERSECTION OF
 MC1406'THE CENTERLINES OF EW AND NS SEC. ROADS, IN
 MC1406'AZIMUTH 76 DEG 39 MIN.  STATION IS 35.6 METERS E OF FENCE CORNER
 MC1406'AND 0.2 METER S OF FENCE LINE.
 MC1406'
 MC1406'A STANDARD DISK STAMPED GLADYS 1947 SET IN THE TOP OF A 10-INCH
 MC1406'DIAMETER CONCRETE
 MC1406'POST.  THE TOP OF THE POST PROTRUDES 4 INCHES ABOVE
 MC1406'THE GROUND SURFACE.
 MC1406
 MC1406                          STATION RECOVERY (1963)
 MC1406
 MC1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1406'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1406'EXCEPTIONS--
 MC1406'
 MC1406'THE FENCE CORNER IS GONE, BOTH FENCES ARE GONE AND THE CONCRETE
 MC1406'MONUMENT IS SURROUNDED BY A CONCRETE CAMERA TARGET 8 FEET IN
 MC1406'DIAMETER.
 MC1406
 MC1406                          STATION RECOVERY (1965)
 MC1406
 MC1406'RECOVERY NOTE BY US ENGINEERS 1965 (RWK)
 MC1406'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MCCLURE, TRAVEL S 5 MI.
 MC1406'ON HWY 65 TO CO ROAD J, IN THE TOWN CALLED WESTHOPE, E 1 MI. TO THE
 MC1406'JCT. OF CO ROAD J. AND TWP ROAD 3, AND PROCEED E 40 M. ON CO ROAD
 MC1406'J. THE STA. IS ON THE N SIDE OF THE ROAD.
 MC1406'
 MC1406'THE STA. IS LOCATED IN A 2 M. DIA. CONC. TARGET, 8 M. N OF THE
 MC1406'CENTERLINE OF THE ROAD, 6 M. E OF A TELEPHONE POLE, AND 35 M. NE OF
 MC1406'A POWER POLE.
 MC1406'
 MC1406'THE STA. IS APPROX. 1/2 M. LOWER THAN THE ROAD.
 MC1406'
 MC1406'STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MC1406'GLADYS 1947.
 MC1406
 MC1406                          STATION RECOVERY (1980)
 MC1406
 MC1406'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1406'GLADYS 1947 RECOVERED GOOD - PART OF TARGET IS GONE DUE TO FARMING
 MC1406'OPERATION.
 MC1406'
 MC1406'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI S. AND 1.1 MI E,
 MC1406'MCCLURE.
 MC1406
 MC1406                          STATION RECOVERY (1984)
 MC1406
 MC1406'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1406'GLADYS 1947 RECOVERED GOOD.
 MC1406'
 MC1406'ADD WITNESS POST TO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1761 ***********************************************************************
 MD1761  DESIGNATION -  GLANDORF ST JOHNS CHURCH SPIRE
 MD1761  PID         -  MD1761
 MD1761  STATE/COUNTY-  OH/PUTNAM
 MD1761  USGS QUAD   -  OTTAWA (1977)
 MD1761
 MD1761                         *CURRENT SURVEY CONTROL
 MD1761  ___________________________________________________________________
 MD1761* NAD 83(1995)-  41 01 48.99310(N)    084 04 47.24061(W)     ADJUSTED  
 MD1761* NAVD 88     -                                                        
 MD1761  ___________________________________________________________________
 MD1761  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 MD1761  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 MD1761
 MD1761  HORZ ORDER  -  THIRD
 MD1761
 MD1761.The horizontal coordinates were established by classical geodetic methods
 MD1761.and adjusted by the National Geodetic Survey in April 1998..
 MD1761
 MD1761
 MD1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1761
 MD1761.The geoid height was determined by GEOID03.
 MD1761
 MD1761;                    North         East     Units Scale Factor Converg.
 MD1761;SPC OH N     -   152,626.294   467,160.316   MT  0.99993935   -1 02 16.2
 MD1761;UTM  16      - 4,546,226.792   745,496.672   MT  1.00034183   +1 55 04.6
 MD1761;UTM  17      - 4,546,688.394   241,086.138   MT  1.00042515   -2 01 22.3
 MD1761
 MD1761                          SUPERSEDED SURVEY CONTROL
 MD1761
 MD1761  NAD 83(1986)-  41 01 49.00384(N)    084 04 47.25193(W) AD(       ) 4
 MD1761  NAD 27      -  41 01 48.81000(N)    084 04 47.44300(W) AD(       ) 3
 MD1761
 MD1761.Superseded values are not recommended for survey control.
 MD1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1761.See file dsdata.txt to determine how the superseded data were derived.
 MD1761
 MD1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4549746227(NAD 83)
 MD1761
 MD1761  HISTORY     - Date     Condition        Report By
 MD1761  HISTORY     - 1943     MONUMENTED       CGS
 MD1761
 MD1761                          STATION DESCRIPTION
 MD1761
 MD1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD1761'STATION IS LOCATED ON THE E SIDE OF MAIN STREET,
 MD1761'ONE BLOCK S OF THE
 MD1761'POST OFFICE IN THE VILLAGE OF GLANDORF.  IT IS
 MD1761'A TALL NARROW SPIRE WITH A SLATE ROOF
 MD1761'AND A CLOCK ON ALL FOUR SIDES
 MD1761'OF THE BASE OF THE SPIRE, ON TOP OF A LARGE BRICK CHURCH
 MD1761'AND BUILT IN
 MD1761'1876.  THE POINT OBSERVED ON WAS THE CROSS ON TOP OF THE SPIRE.
 MD1761'
 MD1761'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3024 ***********************************************************************
 JZ3024  DESIGNATION -  GLASS
 JZ3024  PID         -  JZ3024
 JZ3024  STATE/COUNTY-  OH/MONTGOMERY
 JZ3024  USGS QUAD   -  TROTWOOD (1992)
 JZ3024
 JZ3024                         *CURRENT SURVEY CONTROL
 JZ3024  ___________________________________________________________________
 JZ3024* NAD 83(1995)-  39 50 18.22106(N)    084 18 24.35530(W)     ADJUSTED  
 JZ3024* NAVD 88     -       292.     (meters)     958.     (feet)  SCALED    
 JZ3024  ___________________________________________________________________
 JZ3024  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 JZ3024  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JZ3024
 JZ3024  HORZ ORDER  -  FIRST
 JZ3024
 JZ3024.The horizontal coordinates were established by classical geodetic methods
 JZ3024.and adjusted by the National Geodetic Survey in April 1998..
 JZ3024
 JZ3024.The orthometric height was scaled from a topographic map.
 JZ3024
 JZ3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3024
 JZ3024.The geoid height was determined by GEOID03.
 JZ3024
 JZ3024;                    North         East     Units Scale Factor Converg.
 JZ3024;SPC OH S     -   205,636.832   445,365.623   MT  0.99996725   -1 08 47.1
 JZ3024;UTM  16      - 4,413,292.050   730,450.113   MT  1.00025386   +1 43 34.0
 JZ3024
 JZ3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3024!SPC OH S     -   0.99995941  x   0.99996725  =   0.99992667
 JZ3024!UTM  16      -   0.99995941  x   1.00025386  =   1.00021326
 JZ3024
 JZ3024:                Primary Azimuth Mark                     Grid Az
 JZ3024:SPC OH S     -  URMEY                                    130 21 47.2
 JZ3024:UTM  16      -  URMEY                                    127 29 26.1
 JZ3024
 JZ3024|---------------------------------------------------------------------|
 JZ3024| PID    Reference Object                     Distance      Geod. Az  |
 JZ3024|                                                           dddmmss.s |
 JZ3024| JZ3042 URMEY                               495.765 METERS 1291300.1 |
 JZ3024| JZ3034 VEHORN                              APPROX. 4.0 KM 1311958.1 |
 JZ3024|---------------------------------------------------------------------|
 JZ3024
 JZ3024                          SUPERSEDED SURVEY CONTROL
 JZ3024
 JZ3024  NAD 83(1986)-  39 50 18.23357(N)    084 18 24.36548(W) AD(       ) 1
 JZ3024  NAD 27      -  39 50 18.02900(N)    084 18 24.55800(W) AD(       ) 1
 JZ3024
 JZ3024.Superseded values are not recommended for survey control.
 JZ3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3024.See file dsdata.txt to determine how the superseded data were derived.
 JZ3024
 JZ3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3045013292(NAD 83)
 JZ3024_MARKER: DS = TRIANGULATION STATION DISK
 JZ3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3024_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3024_MARK LOGO: CGS   
 JZ3024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3024+STABILITY: SURFACE MOTION
 JZ3024
 JZ3024  HISTORY     - Date     Condition        Report By
 JZ3024  HISTORY     - 1927     MONUMENTED       CGS
 JZ3024  HISTORY     - 1935     GOOD             CGS
 JZ3024  HISTORY     - 1938     GOOD             CGS
 JZ3024  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ3024  HISTORY     - 19961014 MARK NOT FOUND   USPSQD
 JZ3024
 JZ3024                          STATION DESCRIPTION
 JZ3024
 JZ3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3024'STATION IS ABOUT 3/4 MILE NW OF THE TOWN OF TAYLORSBURG, 3.5 METERS
 JZ3024'(11.5 FEET) E OF THE CENTER LINE OF THE SALEM PIKE, ON THE SHOULDER
 JZ3024'OF THE ROAD 1.2 METERS (3.9 FEET) SE OF THE SE EDGE OF THE CONCRETE
 JZ3024'PAVEMENT, AND 110.0 METERS (361.2 FEET) NW OF THE CENTER LINE OF
 JZ3024'THE DRIVEWAY TO MR. GLASS HOUSE.
 JZ3024'
 JZ3024'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3024'
 JZ3024'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 JZ3024
 JZ3024                          STATION RECOVERY (1935)
 JZ3024
 JZ3024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JZ3024'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  A TRAVERSE
 JZ3024'STATION.
 JZ3024
 JZ3024                          STATION RECOVERY (1938)
 JZ3024
 JZ3024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ3024'THIS IS A U.S.C. AND G.S. TRAVERSE STATION, FOUND AS DESCRIBED IN
 JZ3024'GOOD CONDITION.
 JZ3024
 JZ3024                          STATION RECOVERY (1967)
 JZ3024
 JZ3024'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ3024'UNABLE TO LOCATE STA. FROM DESCRIPTION PROBABLY LOST, INACCESSABLE,
 JZ3024'OR DESTROYED DUE TO NEW HIGHWAY CONST.
 JZ3024
 JZ3024                          STATION RECOVERY (1996)
 JZ3024
 JZ3024'RECOVERY NOTE BY US POWER SQUADRON 1996
 JZ3024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3104 ***********************************************************************
 JZ3104  DESIGNATION -  GLASS
 JZ3104  PID         -  JZ3104
 JZ3104  STATE/COUNTY-  OH/HAMILTON
 JZ3104  USGS QUAD   -  NEWPORT (1987)
 JZ3104
 JZ3104                         *CURRENT SURVEY CONTROL
 JZ3104  ___________________________________________________________________
 JZ3104* NAD 83(1995)-  39 04 03.76350(N)    084 24 44.39637(W)     ADJUSTED  
 JZ3104* NAVD 88     -       245.3    (meters)     805.     (feet)  VERTCON   
 JZ3104  ___________________________________________________________________
 JZ3104  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 JZ3104  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3104
 JZ3104  HORZ ORDER  -  SECOND
 JZ3104
 JZ3104.The horizontal coordinates were established by classical geodetic methods
 JZ3104.and adjusted by the National Geodetic Survey in April 1998..
 JZ3104
 JZ3104.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3104
 JZ3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3104
 JZ3104.The geoid height was determined by GEOID03.
 JZ3104
 JZ3104;                    North         East     Units Scale Factor Converg.
 JZ3104;SPC OH S     -   120,282.479   434,520.001   MT  0.99995109   -1 12 48.3
 JZ3104;SPC KY1Z     - 1,304,322.055 1,615,776.903   MT  1.00012140   +0 49 16.6
 JZ3104;SPC KY1Z     - 4,279,263.28  5,301,094.72   sFT  1.00012140   +0 49 16.6
 JZ3104;SPC KY N     -   174,031.036   485,950.917   MT  1.00001692   -0 06 03.5
 JZ3104;SPC KY N     -   570,966.82  1,594,323.97   sFT  1.00001692   -0 06 03.5
 JZ3104;UTM  16      - 4,327,478.033   723,872.772   MT  1.00021717   +1 37 53.5
 JZ3104
 JZ3104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3104!SPC OH S     -   0.99996686  x   0.99995109  =   0.99991795
 JZ3104!SPC KY1Z     -   0.99996686  x   1.00012140  =   1.00008825
 JZ3104!SPC KY N     -   0.99996686  x   1.00001692  =   0.99998378
 JZ3104!UTM  16      -   0.99996686  x   1.00021717  =   1.00018402
 JZ3104
 JZ3104|---------------------------------------------------------------------|
 JZ3104| PID    Reference Object                     Distance      Geod. Az  |
 JZ3104|                                                           dddmmss.s |
 JZ3104| CC9228 GLASS RM 1                           10.250 METERS 03904     |
 JZ3104| JZ3106 HIGHLAND HTS MUNICIPAL TANK         APPROX. 6.2 KM 2230244.3 |
 JZ3104| CC9229 GLASS RM 2                           10.846 METERS 30307     |
 JZ3104|---------------------------------------------------------------------|
 JZ3104
 JZ3104                          SUPERSEDED SURVEY CONTROL
 JZ3104
 JZ3104  NAD 83(1995)-  39 04 03.76992(N)    084 24 44.40350(W) AD(       ) 2
 JZ3104  NAD 83(1986)-  39 04 03.76747(N)    084 24 44.40656(W) AD(       ) 2
 JZ3104  NAD 27      -  39 04 03.54560(N)    084 24 44.62200(W) AD(       ) 2
 JZ3104  NGVD 29 (07/19/86)  245.5    (m)          805.     (f) VERT ANG       
 JZ3104
 JZ3104.Superseded values are not recommended for survey control.
 JZ3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3104.See file dsdata.txt to determine how the superseded data were derived.
 JZ3104
 JZ3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2387327478(NAD 83)
 JZ3104_MARKER: DS = TRIANGULATION STATION DISK
 JZ3104_SETTING: 0 = UNSPECIFIED SETTING
 JZ3104
 JZ3104  HISTORY     - Date     Condition        Report By
 JZ3104  HISTORY     - 1966     MONUMENTED       NGS
 JZ3104
 JZ3104                          STATION DESCRIPTION
 JZ3104
 JZ3104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 (EB)
 JZ3104'STATION IS LOCATED ABOUT 3/4 MILE EAST OF CALIFORNIA, OHIO ON A
 JZ3104'PROMINENT HILL OVERLOOKING THE OHIO RIVER, AND ON THE PROPERTY OF
 JZ3104'DR. E. J. GLASSMEYER.  IT IS 150 FEET NORTHWEST OF THE NORTHWEST
 JZ3104'CORNER OF DR. GLASSMEYERS RESIDENCE, 105 FEET WEST OF A 6 INCH
 JZ3104'PINE TREE AND 75 FEET NORTHWEST OF A 24 INCH WALNUT TREE.  THE MARK
 JZ3104'IS FLUSH AND THE DISK IS STAMPED GLASS 1966.
 JZ3104'
 JZ3104'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, ABOUT 117 FEET
 JZ3104'WEST-SOUTHWEST OF A 24 INCH ELM TREE AND 92 FEET
 JZ3104'WEST-NORTHWEST OF A 6 INCH PINE TREE.  THE MARK IS FLUSH AND THE DISK
 JZ3104'IS STAMPED GLASS NO. 1 1966.
 JZ3104'
 JZ3104'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, 85 FEET NORTH OF AN 8
 JZ3104'INCH OAK TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GLASS
 JZ3104'NO. 2 1966.
 JZ3104'
 JZ3104'NO AZIMUTH MARK SET AT THIS STATION.  STATIONS THOMAS 2, I-275 T-8,
 JZ3104'I-275 T-8 AZ. MARK, I-275 T-9, MT. WASHINGTON MUNICIPAL WATER
 JZ3104'TANK AND HIGHLAND HEIGHTS MUNICIPAL WATER TANK MAY BE USED AS AZ.
 JZ3104'MARKS.
 JZ3104'
 JZ3104'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND TWIN
 JZ3104'HILLS RIDGE DRIVE OF THE CINCINNATI WATER WORKS ON THE NORTH
 JZ3104'SIDE OF CALIFORNIA, GO EAST AND SOUTHEAST ON TWIN HILLS RIDGE DRIVE
 JZ3104'AND FAIRWAY LANE FOR 0.35 MILE TO A T-ROAD LEFT.  TURN LEFT
 JZ3104'UPHILL AND CONTINUE EAST ON TWIN HILLS RIDGE DRIVE FOR 0.35 MILE TO A
 JZ3104'CROSSROAD AT TOP OF HILL.  TURN RIGHT ONTO BLACK TOP DRIVE AND
 JZ3104'GO SOUTH FOR 0.1 MILE TO DR. GLASSMEYERS RESIDENCE AND STATION.
 JZ3104'
 JZ3104'SURFACE, UNDERGROUND, AND REFERENCE MARK DISKS ARE STANDARD U.S.C.
 JZ3104'AND G.S. TRIANGULATION AND REFERENCE MARK DISKS SET IN CONCRETE.
 JZ3104'
 JZ3104'HEIGHT OF LIGHT ABOVE STATION MARK - 1.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2088 ***********************************************************************
 JX2088  DESIGNATION -  GLASS 2
 JX2088  PID         -  JX2088
 JX2088  STATE/COUNTY-  OH/WASHINGTON
 JX2088  USGS QUAD   -  NEW MATAMORAS (1994)
 JX2088
 JX2088                         *CURRENT SURVEY CONTROL
 JX2088  ___________________________________________________________________
 JX2088* NAD 83(1995)-  39 33 08.96855(N)    081 07 26.77460(W)     ADJUSTED  
 JX2088* NAVD 88     -       364.98   (+/-2cm)    1197.4    (feet)  VERTCON   
 JX2088  ___________________________________________________________________
 JX2088  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 JX2088  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JX2088
 JX2088  HORZ ORDER  -  SECOND
 JX2088  VERT ORDER  -  THIRD ? (See Below)
 JX2088
 JX2088.The horizontal coordinates were established by classical geodetic methods
 JX2088.and adjusted by the National Geodetic Survey in April 1998..
 JX2088
 JX2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2088.The vertical order pertains to the NGVD 29 superseded value.
 JX2088
 JX2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2088
 JX2088.The geoid height was determined by GEOID03.
 JX2088
 JX2088;                    North         East     Units Scale Factor Converg.
 JX2088;SPC OH S     -   173,248.648   718,244.798   MT  0.99994020   +0 52 22.9
 JX2088;UTM  17      - 4,378,097.401   489,337.685   MT  0.99960140   -0 04 44.5
 JX2088
 JX2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2088!SPC OH S     -   0.99994806  x   0.99994020  =   0.99988826
 JX2088!UTM  17      -   0.99994806  x   0.99960140  =   0.99954948
 JX2088
 JX2088:                Primary Azimuth Mark                     Grid Az
 JX2088:SPC OH S     -  GLASS 2 AZ MK                            028 53 07.6
 JX2088:UTM  17      -  GLASS 2 AZ MK                            029 50 15.0
 JX2088
 JX2088|---------------------------------------------------------------------|
 JX2088| PID    Reference Object                     Distance      Geod. Az  |
 JX2088|                                                           dddmmss.s |
 JX2088| CC9908 GLASS 2 AZ MK                                      0294530.5 |
 JX2088| CC9909 GLASS 2 RM 1                         48.975 METERS 03948     |
 JX2088| CC9910 GLASS 2 RM 2                         41.776 METERS 27815     |
 JX2088|---------------------------------------------------------------------|
 JX2088
 JX2088                          SUPERSEDED SURVEY CONTROL
 JX2088
 JX2088  NAD 83(1986)-  39 33 08.97426(N)    081 07 26.78262(W) AD(       ) 2
 JX2088  NAD 27      -  39 33 08.70640(N)    081 07 27.38460(W) AD(       ) 2
 JX2088  NGVD 29 (07/19/86)  365.15   (m)         1198.0    (f) LEVELING    3  
 JX2088
 JX2088.Superseded values are not recommended for survey control.
 JX2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2088.See file dsdata.txt to determine how the superseded data were derived.
 JX2088
 JX2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8933878097(NAD 83)
 JX2088_MARKER: DS = TRIANGULATION STATION DISK
 JX2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2088_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2088
 JX2088  HISTORY     - Date     Condition        Report By
 JX2088  HISTORY     - 1963     MONUMENTED       USGS
 JX2088
 JX2088                          STATION DESCRIPTION
 JX2088
 JX2088'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX2088'THE STATION IS LOCATED ABOUT 7 MILES WEST OF SISTERSVILLE, ABOUT 4
 JX2088'MILES WEST-NORTHWEST OF NEW
 JX2088'MATAMORAS, ABOUT 3 MILES SOUTHEAST OF RINARD MILLS, IN SEC. 27, T. 2
 JX2088'N., R. 5 W., AND ON THE
 JX2088'PROPERTY OF MR. R.K. BROWN.  IT IS 161 FEET SOUTHWEST OF A WITNESS
 JX2088'POST, 125 FEET SOUTHWEST OF A POWER
 JX2088'POLE, 138 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JX2088'THE RUINS OF A CONCRETE CELLAR, AND 7 FEET SOUTHEAST
 JX2088'OF THE SOUTHEAST CORNER OF A SMALL
 JX2088'FRAME HOUSE (ABANDONED).  THE MONUMENT IS FLUSH AND THE DISK IS
 JX2088'STAMPED GLASS 2 (USGS 1957) 1198
 JX2088'1963.
 JX2088'
 JX2088'TO REACH FROM THE POST OFFICE IN NEW MATAMORAS, GO SOUTH ON STATE
 JX2088'HIGHWAY 7 FOR 0.15 MILE TO
 JX2088'THE JUNCTION WITH STATE HIGHWAY 260.  TURN RIGHT AND GO WESTERLY ON
 JX2088'STATE HIGHWAY 260 FOR 2.6 MILES TO
 JX2088'A Y-FORK.  TAKE THE RIGHT FORK AND CONTINUE WESTERLY ON
 JX2088'STATE HIGHWAY 260 FOR 0.35 MILE TO A Y-FORK.
 JX2088'TAKE THE RIGHT FORK AND GO NORTHWEST ON
 JX2088'COUNTY ROAD 138 FOR 1.3 MILES TO A CHURCH ON THE LEFT.  CONTINUE
 JX2088'AHEAD ON COUNTY ROAD 138 FOR 0.55
 JX2088'MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND GO EASTERLY ON COUNTY ROAD
 JX2088'100 FOR 0.5 MILE TO THE STATION ON
 JX2088'THE RIGHT, JUST BEFORE REACHING A DRIVEWAY ON THE LEFT.
 JX2088'
 JX2088'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY, GO EASTERLY ON COUNTY
 JX2088'ROAD 100 FOR 0.2 MILE TO A
 JX2088'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH AND EAST ON A GRAVELED ROAD
 JX2088'FOR 0.3 MILE TO THE AZIMUTH MARK
 JX2088'ON THE LEFT AT A FENCE CORNER.
 JX2088'
 JX2088'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JX2088'DISK STAMPED NO 1 1957 1186
 JX2088'FEET ELEVATION, SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST THAT
 JX2088'PROJECTS 1 INCH.  IT IS 40 FEET
 JX2088'SOUTH OF THE CENTERLINE OF COUNTY ROAD 100, 45 FEET
 JX2088'EAST OF THE POWER POLE, AND 1 FOOT SOUTH OF THE
 JX2088'WITNESS POST.
 JX2088'
 JX2088'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK
 JX2088'DISK STAMPED NO 2 1957 1180
 JX2088'FEET ELEVATION, SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST THAT
 JX2088'PROJECTS 5 INCHES.  IT IS 122
 JX2088'FEET WEST OF THE NORTHWEST CORNER OF THE FRAME HOUSE,
 JX2088'83 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD
 JX2088'100, 4 FEET SOUTHWEST OF THE SOUTHEAST
 JX2088'CORNER OF THE CELLAR, AND 4 FEET NORTH OF AN 18 INCH CHERRY TREE.
 JX2088'
 JX2088'THE AZIMUTH MARK IS 16 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED
 JX2088'ROAD, 1 FOOT SOUTHWEST OF
 JX2088'A FENCE CORNER, AND 1 FOOT SOUTH OF A WITNESS POST.  THE MONUMENT
 JX2088'PROJECTS 2 INCHES AND THE DISK IS
 JX2088'STAMPED GLASS 2 (USGS) 1963.
 JX2088'
 JX2088'NOTE- THE OLD U.S. GEOLOGICAL SURVEY STATION MARK WAS TAKEN OUT AT
 JX2088'THIS TIME, THE POINT WAS
 JX2088'HELD AND REPLACED WITH A SURFACE AND SUB-SURFACE COAST AND GEODETIC
 JX2088'SURVEY MONUMENT.
 JX2088'
 JX2088'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3165 ***********************************************************************
 JZ3165  DESIGNATION -  GLENDALE MUNICIPAL TANK
 JZ3165  PID         -  JZ3165
 JZ3165  STATE/COUNTY-  OH/HAMILTON
 JZ3165  USGS QUAD   -  GLENDALE (1987)
 JZ3165
 JZ3165                         *CURRENT SURVEY CONTROL
 JZ3165  ___________________________________________________________________
 JZ3165* NAD 83(1995)-  39 16 18.43647(N)    084 26 52.92366(W)     ADJUSTED  
 JZ3165* NAVD 88     -                                                        
 JZ3165  ___________________________________________________________________
 JZ3165  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 JZ3165  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ3165
 JZ3165  HORZ ORDER  -  THIRD
 JZ3165
 JZ3165.The horizontal coordinates were established by classical geodetic methods
 JZ3165.and adjusted by the National Geodetic Survey in April 1998..
 JZ3165
 JZ3165
 JZ3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3165
 JZ3165.The geoid height was determined by GEOID03.
 JZ3165
 JZ3165;                    North         East     Units Scale Factor Converg.
 JZ3165;SPC OH S     -   142,998.201   431,919.777   MT  0.99993783   -1 14 09.8
 JZ3165;UTM  16      - 4,350,042.412   720,145.899   MT  1.00019676   +1 36 57.8
 JZ3165
 JZ3165                          SUPERSEDED SURVEY CONTROL
 JZ3165
 JZ3165  NAD 83(1995)-  39 16 18.44287(N)    084 26 52.93156(W) AD(       ) 4
 JZ3165  NAD 83(1986)-  39 16 18.43996(N)    084 26 52.93372(W) AD(       ) 4
 JZ3165  NAD 27      -  39 16 18.23200(N)    084 26 53.14000(W) AD(       ) 3
 JZ3165
 JZ3165.Superseded values are not recommended for survey control.
 JZ3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3165.See file dsdata.txt to determine how the superseded data were derived.
 JZ3165
 JZ3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2014650042(NAD 83)
 JZ3165_MARKER: 53 = ELEVATED TANK
 JZ3165
 JZ3165  HISTORY     - Date     Condition        Report By
 JZ3165  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3165  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JZ3165
 JZ3165                          STATION DESCRIPTION
 JZ3165
 JZ3165'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3165'STATION IS LOCATED ABOUT 1 MILE EAST OF GLENDALE ON HIGH GROUND AND
 JZ3165'ABOUT 100 FEET NORTH OF AN EAST-WEST ROAD.
 JZ3165'
 JZ3165'THE TANK IS ABOUT 200 FEET HIGH, SIX-LEGGED AND PAINTED SILVER.
 JZ3165'
 JZ3165'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TOP OF THE
 JZ3165'TANK.
 JZ3165'
 JZ3165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 747 AND
 JZ3165'SHARON AVENUE IN GLENDALE, GO EAST ON SHARON AVENUE FOR 1.1 MILES TO
 JZ3165'THE STATION ON THE LEFT.
 JZ3165'
 JZ3165'THIS IS AN INTERSECTION STATION.
 JZ3165
 JZ3165                          STATION RECOVERY (1988)
 JZ3165
 JZ3165'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHA)
 JZ3165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1336 ***********************************************************************
 JY1336  DESIGNATION -  GLENFORD
 JY1336  PID         -  JY1336
 JY1336  STATE/COUNTY-  OH/PERRY
 JY1336  USGS QUAD   -  GLENFORD (1992)
 JY1336
 JY1336                         *CURRENT SURVEY CONTROL
 JY1336  ___________________________________________________________________
 JY1336* NAD 83(1995)-  39 53 58.55879(N)    082 17 47.90992(W)     ADJUSTED  
 JY1336* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 JY1336  ___________________________________________________________________
 JY1336  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 JY1336  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JY1336
 JY1336  HORZ ORDER  -  FIRST
 JY1336
 JY1336.The horizontal coordinates were established by classical geodetic methods
 JY1336.and adjusted by the National Geodetic Survey in April 1998..
 JY1336
 JY1336.The orthometric height was scaled from a topographic map.
 JY1336
 JY1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1336
 JY1336.The geoid height was determined by GEOID03.
 JY1336
 JY1336;                    North         East     Units Scale Factor Converg.
 JY1336;SPC OH S     -   210,904.848   617,390.533   MT  0.99997628   +0 07 44.5
 JY1336;UTM  17      - 4,417,418.463   389,155.432   MT  0.99975126   -0 49 54.5
 JY1336
 JY1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1336!SPC OH S     -   0.99995282  x   0.99997628  =   0.99992910
 JY1336!UTM  17      -   0.99995282  x   0.99975126  =   0.99970409
 JY1336
 JY1336:                Primary Azimuth Mark                     Grid Az
 JY1336:SPC OH S     -  GLENFORD AZ MK                           026 59 30.3
 JY1336:UTM  17      -  GLENFORD AZ MK                           027 57 09.3
 JY1336
 JY1336|---------------------------------------------------------------------|
 JY1336| PID    Reference Object                     Distance      Geod. Az  |
 JY1336|                                                           dddmmss.s |
 JY1336| CE6632 GLENFORD AZ MK                                     0270714.8 |
 JY1336| CE6633 GLENFORD RM 1                        19.821 METERS 07536     |
 JY1336| CE6634 GLENFORD RM 2                        16.873 METERS 18312     |
 JY1336|---------------------------------------------------------------------|
 JY1336
 JY1336                          SUPERSEDED SURVEY CONTROL
 JY1336
 JY1336  NAD 83(1986)-  39 53 58.56305(N)    082 17 47.92066(W) AD(       ) 1
 JY1336  NAD 27      -  39 53 58.31930(N)    082 17 48.39110(W) AD(       ) 1
 JY1336
 JY1336.Superseded values are not recommended for survey control.
 JY1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1336.See file dsdata.txt to determine how the superseded data were derived.
 JY1336
 JY1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE8915517418(NAD 83)
 JY1336_MARKER: DS = TRIANGULATION STATION DISK
 JY1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1336
 JY1336  HISTORY     - Date     Condition        Report By
 JY1336  HISTORY     - 1959     MONUMENTED       CGS
 JY1336
 JY1336                          STATION DESCRIPTION
 JY1336
 JY1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JY1336'THE STATION IS ABOUT 1.75 MILE NORTHEAST OF GLENFORD, 1.25 MILE SOUTH
 JY1336'OF THE LICKING-PERRY COUNTY LINE, 100 FEET NORTHWEST OF A
 JY1336'TIMBERED KNOLL WHICH IS THE HIGHEST POINT IN THE VICINITY AND IN THE
 JY1336'NORTHEAST 1/4 OF SEC. 9, T 17 N, R 16 W, ON PROPERTY OWNED BY
 JY1336'MR. ROY PARSONS.
 JY1336'
 JY1336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 JY1336'HIGHWAY 668 IN BROWNSVILLE, GO SOUTHERLY ON HIGHWAY 668 FOR
 JY1336'0.75 MILE TO BRIDGE OVER INTERSTATE HIGHWAY. CONTINUE SOUTHERLY ON
 JY1336'HIGHWAY 668 FOR 1.75 MILE TO THE COUNTY LINE. CONTINUE
 JY1336'STRAIGHT AHEAD 0.3 MILE TO A SIDE ROAD ON THE RIGHT. TURN RIGHT AND
 JY1336'GO WESTERLY ON A GRAVEL ROAD 0.9 MILE TO A FORK IN THE
 JY1336'ROAD. BEAR LEFT AND GO 0.15 MILE TO A T-INTERSECTION. TURN LEFT AND
 JY1336'GO 1.55 MILE TO A CROSSROAD. TURN RIGHT AND GO 0.25 MILE TO
 JY1336'THE HOME OF MR. PARSONS ON THE LEFT. CONTINUE STRAIGHT AHEAD
 JY1336'0.05 MILE TO A BOARD GATE ON THE LEFT AT AN ENTRANCE INTO FIELD.
 JY1336'(CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A TRACK SIDE ROAD ON
 JY1336'THE RIGHT. BEAR RIGHT AND GO 0.1 MILE TO THE AZIMUTH MARK AT THE END
 JY1336'OF THE TRACK ROAD). TURN LEFT THROUGH GATE, THEN BEAR RIGHT
 JY1336'AND FOLLOW THE FENCE NORTHERLY FOR 0.1 MILE TO A FENCE CORNER. TURN
 JY1336'LEFT AND GO WESTERLY FOR 0.1 MILE TO THE STATION.
 JY1336'
 JY1336'STATION MARKS ARE STANDARD DISKS STAMPED GLENFORD 1959. THE SURFACE
 JY1336'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 JY1336'THE SURFACE OF THE GROUND. IT IS 109 FEET EAST OF A CORNER FENCE
 JY1336'POST, 21.5 FEET WEST OF A TRIANGLE BLAZE ON AN 8-INCH
 JY1336'DECIDUOUS TREE AND 12 FEET SOUTH OF AN EAST-WEST FENCELINE. A
 JY1336'STANDARD METAL WITNESS POST WAS SET 3 FEET NORTH OF THE MARK.
 JY1336'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 JY1336'INCHES BELOW THE SURFACE OF THE GROUND.
 JY1336'
 JY1336'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GLENFORD NO. 1 1959, IS
 JY1336'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS
 JY1336'ABOUT 75 FEET NORTH FROM THE HIGHEST POINT ON THE SMALL KNOLL AND 3
 JY1336'FEET SOUTH OF THE EAST-WEST FENCELINE.
 JY1336'
 JY1336'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GLENFORD NO. 2 1959, IS
 JY1336'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS
 JY1336'105 FEET NORTHEAST OF A NORTH-SOUTH FENCELINE, 67 FEET SOUTH OF THE
 JY1336'EAST-WEST FENCELINE AND 12 FEET WEST OF A 10-INCH DECIDUOUS
 JY1336'TREE.
 JY1336'
 JY1336'AZIMUTH MARK, A STANDARD DISK STAMPED GLENFORD 1959, IS SET IN A
 JY1336'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 42 FEET
 JY1336'NORTH OF THE CENTERLINE OF THE FIELD ROAD ENTRANCE AND 10 FEET
 JY1336'NORTHEAST OF A 14-INCH BLACKWALNUT TREE.  A STANDARD METAL
 JY1336'WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1754 ***********************************************************************
 KZ1754  DESIGNATION -  GLENN
 KZ1754  PID         -  KZ1754
 KZ1754  STATE/COUNTY-  OH/ASHLAND
 KZ1754  USGS QUAD   -  JEROMESVILLE (1978)
 KZ1754
 KZ1754                         *CURRENT SURVEY CONTROL
 KZ1754  ___________________________________________________________________
 KZ1754* NAD 83(1995)-  40 49 38.86120(N)    082 10 57.36358(W)     ADJUSTED  
 KZ1754* NAVD 88     -       382.     (meters)    1253.     (feet)  SCALED    
 KZ1754  ___________________________________________________________________
 KZ1754  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 KZ1754  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KZ1754
 KZ1754  HORZ ORDER  -  FIRST
 KZ1754
 KZ1754.The horizontal coordinates were established by classical geodetic methods
 KZ1754.and adjusted by the National Geodetic Survey in April 1998..
 KZ1754
 KZ1754.The orthometric height was scaled from a topographic map.
 KZ1754
 KZ1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1754
 KZ1754.The geoid height was determined by GEOID03.
 KZ1754
 KZ1754;                    North         East     Units Scale Factor Converg.
 KZ1754;SPC OH N     -   128,950.102   626,772.486   MT  0.99994789   +0 12 30.7
 KZ1754;UTM  17      - 4,520,276.799   400,281.495   MT  0.99972239   -0 46 23.6
 KZ1754
 KZ1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1754!SPC OH N     -   0.99994533  x   0.99994789  =   0.99989322
 KZ1754!UTM  17      -   0.99994533  x   0.99972239  =   0.99966774
 KZ1754
 KZ1754|---------------------------------------------------------------------|
 KZ1754| PID    Reference Object                     Distance      Geod. Az  |
 KZ1754|                                                           dddmmss.s |
 KZ1754| CE6637 GLENN RM 1                           20.476 METERS 01324     |
 KZ1754| CE6638 GLENN RM 2                           21.736 METERS 10835     |
 KZ1754| KZ1755 GLENN 2                              13.979 METERS 14452     |
 KZ1754| CE6635 GLENN AZ MK                                        2754758.1 |
 KZ1754| CE6636 GLENN AZ MK RESET                                  2775407.1 |
 KZ1754| KZ1795 ASHLAND MUNICIPAL TANK              APPROX.14.3 KM 2811629.5 |
 KZ1754|---------------------------------------------------------------------|
 KZ1754
 KZ1754                          SUPERSEDED SURVEY CONTROL
 KZ1754
 KZ1754  NAD 83(1986)-  40 49 38.86679(N)    082 10 57.37034(W) AD(       ) 1
 KZ1754  NAD 27      -  40 49 38.66046(N)    082 10 57.80882(W) AD(       ) 1
 KZ1754
 KZ1754.Superseded values are not recommended for survey control.
 KZ1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1754.See file dsdata.txt to determine how the superseded data were derived.
 KZ1754
 KZ1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0028120277(NAD 83)
 KZ1754_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1754
 KZ1754  HISTORY     - Date     Condition        Report By
 KZ1754  HISTORY     - 1959     MONUMENTED       CGS
 KZ1754  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KZ1754  HISTORY     - 1975     GOOD             NGS
 KZ1754
 KZ1754                          STATION DESCRIPTION
 KZ1754
 KZ1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1754'THE STATION IS ABOUT 2 MILES NORTH OF JEROMEVILLE, ON A HIGH
 KZ1754'PROMINENT HILL LYING BETWEEN
 KZ1754'THE HEADWATERS OF GLENN RUN TO THE EAST AND JEROME FORK TO THE WEST,
 KZ1754'NEAR THE NORTHWEST CORNER OF
 KZ1754'SECTION 33, T 22 N, R 15 W, AND ON LAND OWNED BY MR. W.A. FABER.
 KZ1754'
 KZ1754'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 KZ1754'HIGHWAY 89 AT THE STOP LIGHT
 KZ1754'IN JEROMEVILLE, GO NORTHWEST ON STATE HIGHWAY 89 FOR 1.3 MILES TO A
 KZ1754'GRAVEL ROAD ON THE RIGHT (PERRY
 KZ1754'TOWNSHIP ROAD 102).  BEAR RIGHT AND GO NORTH ON PERRY
 KZ1754'TOWNSHIP ROAD 102 FOR 0.45 MILE TO A
 KZ1754'T-INTERSECTION.  TURN RIGHT AND GO EAST ON THE
 KZ1754'GRAVEL ROAD (PERRY TOWNSHIP ROAD 50) FOR 0.8 MILE TO
 KZ1754'THE FARM HOME OF MR. JACK J. TRIESLER
 KZ1754'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE
 KZ1754'GRAVEL ROAD FOR 0.3 MILE TO MR.
 KZ1754'FABERS FARM HOME ON THE RIGHT AND THE STATION ABOUT 150 FEET
 KZ1754'SOUTHWEST OF HIS FARM HOME.
 KZ1754'
 KZ1754'STATION MARKS ARE STANDARD DISKS STAMPED GLENN 1959.  THE SURFACE
 KZ1754'DISK IS SET IN A SQUARE
 KZ1754'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KZ1754'113 FEET EAST OF THE EAST ONE OF
 KZ1754'THREE WILD CHERRY TREES, 82 FEET WEST OF THE NORTHWEST CORNER
 KZ1754'OF THE BARN, 70.5 FEET SOUTHWEST OF THE
 KZ1754'SOUTHEAST CORNER OF A CHICKEN HOUSE AND 42
 KZ1754'FEET SOUTH OF THE SOUTHWEST CORNER OF THE CHICKEN HOUSE.
 KZ1754'THE UNDERGROUND DISK IS SET IN AN
 KZ1754'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1754'
 KZ1754'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GLENN NO 1 1959, IS SET
 KZ1754'IN A SQUARE CONCRETE POST
 KZ1754'WHICH PROJECTS 5 INCHES.  IT IS 113 FEET SOUTH OF A POWERLINE POLE
 KZ1754'WITH A TRANSFORMER, 96 FEET
 KZ1754'SOUTHWEST OF THE SOUTHWEST CORNER OF MR. FABERS FARM HOME, 10.5
 KZ1754'FEET NORTH OF THE NORTHWEST CORNER OF
 KZ1754'THE CHICKEN HOUSE AND 1 FOOT WEST ON AN OLD NORTH-
 KZ1754'SOUTH FENCELINE.
 KZ1754'
 KZ1754'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GLENN NO 2 1959, IS SET
 KZ1754'IN A SQUARE CONCRETE POST
 KZ1754'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 17 FEET NORTH
 KZ1754'OF THE SOUTH EDGE OF THE RAMP WHICH
 KZ1754'LEADS TO THE BARN DOOR, 16 FEET WEST OF THE CENTER OF THE
 KZ1754'BARN DOOR AND 6.5 FEET SOUTH OF THE NORTH EDGE
 KZ1754'OF THE RAMP.
 KZ1754'
 KZ1754'AZIMUTH MARK, A STANDARD DISK STAMPED GLENN 1959, IS SET IN A SQUARE
 KZ1754'CONCRETE POST WHICH PROJECTS 5
 KZ1754'INCHES.  IT IS 19 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 12
 KZ1754'FEET EAST OF THE CENTERLINE OF A
 KZ1754'FIELD ROAD, 2 FEET EAST OF A POWERLINE POLE AND NEAR
 KZ1754'THE NORTHWEST CORNER OF A HAY FIELD.  A STANDARD
 KZ1754'METAL WITNESS POST WAS SET 2 FEET NORTHWEST
 KZ1754'OF THE MARK.
 KZ1754
 KZ1754                          STATION RECOVERY (1969)
 KZ1754
 KZ1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KZ1754'THE UNDERGROUND STATION MARK AND REFERENCE MARKS WERE FOUND IN
 KZ1754'GOOD CONDITION.
 KZ1754'THE SURFACE STATION MARK WAS FOUND WITH THE DISK GONE.
 KZ1754'THE AZIMUTH MARK FOUND WITH THE
 KZ1754'NORTH SIDE EXPOSED BY GRADING AND WAS
 KZ1754'DESTROYED AFTER A NEW AZIMUTH MARK WAS SET.  A NEW
 KZ1754'SURFACE STATION MARK
 KZ1754'WAS SET HOLDING THE UNDERGROUND POINT.  THE DISTANCE AND DIRECTION TO
 KZ1754'THE REFERENCE
 KZ1754'MARKS CHECKED.  THE PROPERTY OWNER REQUESTED THAT THE
 KZ1754'STATION MARK BE LOWERED AT THIS
 KZ1754'TIME.  A NEW DESCRIPTION FOLLOWS.
 KZ1754'
 KZ1754'ON A HIGH PROMINENT HILL, NEAR THE NORTHWEST CORNER OF SEC. 33
 KZ1754'T-22-N, R-15-W,
 KZ1754'NEAR THE EAST EDGE OF A CULTIVATED FIELD ON THE PROPERTY
 KZ1754'OF MR. ED HILLER, 69 FEET WEST OF
 KZ1754'A 14 INCH MAPLE TREE, 83 FEET
 KZ1754'WEST OF THE NORTHWEST CORNER OF BARN, 35 FEET WEST
 KZ1754'OF THE CENTERLINE OF
 KZ1754'A DRIVE AROUND BARN, 71 FEET NORTH OF THE NORTH SIDE OF A METAL SILO,
 KZ1754'42 FEET SOUTHWEST
 KZ1754'OF THE SOUTHWEST CORNER OF A CHICKEN HOUSE AND 200
 KZ1754'FEET SOUTH OF THE CENTERLINE OF
 KZ1754'ROAD.  MONUMENT IS 2 FEET UNDERGROUND
 KZ1754'AND THE DISK IS STAMPED GLENN 1959 1969 (NOTE 1C
 KZ1754'7A)
 KZ1754'
 KZ1754'TO REACH THE STATION FROM THE INTERSECTION OF E. MAIN ST. AND
 KZ1754'S. HIGH ST. (STATE
 KZ1754'HIGHWAY 89) IN THE CENTER OF JEROMEVILLE, GO NORTH
 KZ1754'ON S. HIGH ST (HIGHWAY 89) FOR 1.35
 KZ1754'MILES TO A ROAD FORK.  TAKE THE RIGHT
 KZ1754'FORK AND GO NORTHEAST ON TWP RD. 395 FOR 0.45 MILE TO
 KZ1754'A T-ROAD.  TURN
 KZ1754'RIGHT AND GO EAST ON TWP RD. 1600 FOR 0.9 MILE TO THE AZIMUTH MARK ON
 KZ1754'THE RIGHT.
 KZ1754'CONTINUE EAST ON THE ROAD FOR 0.25 MILE TO A FARMHOUSE, BARN
 KZ1754'AND THE STATION ON THE RIGHT.
 KZ1754'
 KZ1754'REFERENCE MARK 1 IS 10 FEET NORTH OF THE NORTHWEST CORNER OF THE
 KZ1754'CHICKEN HOUSE, 42
 KZ1754'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CHICKEN
 KZ1754'HOUSE, 75 FEET SOUTHWEST OF A 20
 KZ1754'INCH MAPLE TREE, 96 FEET SOUTHWEST OF
 KZ1754'THE SOUTHWEST CORNER OF HOUSE, 133 FEET SOUTH OF
 KZ1754'THE CENTERLINE OF THE
 KZ1754'ROAD, MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED GLENN NO 1
 KZ1754'1959.  (NOTE
 KZ1754'11A)
 KZ1754'
 KZ1754'REFERENCE MARK 2 IS 15 FEET WEST OF THE WEST SIDE OF THE BARN, 15
 KZ1754'FEET SOUTH OF THE
 KZ1754'14 INCH MAPLE TREE, 24 FEET SOUTHWEST OF THE NORTHWEST
 KZ1754'CORNER OF THE BARN, 38 FEET EAST OF
 KZ1754'THE CENTERLINE OF THE DRIVE AROUND
 KZ1754'THE BARN, 62 FEET NORTHEAST OF THE NORTHEAST SIDE OF
 KZ1754'THE SILO, MONUMENT
 KZ1754'IS 4 INCHES UNDERGROUND AND THE DISK IS STAMPED GLENN NO 2 1959
 KZ1754'(NOTE 11A)
 KZ1754'
 KZ1754'AZIMUTH MARK IS 60 FEET SOUTHWEST OF A TELEPHONE POLE, 21 FEET
 KZ1754'SOUTH OF THE
 KZ1754'CENTERLINE OF THE ROAD, 1 FOOT EAST OF A METAL WITNESS POST,
 KZ1754'3 FEET EAST OF A POWER POLE,
 KZ1754'MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 KZ1754'STAMPED GLENN 1959 1969 (NOTE 16B)
 KZ1754'
 KZ1754'HEIGHT OF LIGHT ABOVE STATION MARK--5 FEET.
 KZ1754'
 KZ1754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 KZ1754'JEROMEVILLE.
 KZ1754
 KZ1754                          STATION RECOVERY (1975)
 KZ1754
 KZ1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KZ1754'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 KZ1754'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2
 KZ1754'CHECKED.  THE STATION MARK WILL BE COVERED BY CONCRETE FLOOR OF A
 KZ1754'HOG LOT AND GLENN 2 1975 WAS ESTABLISHED.  REFERENCE MARK 2 AND THE
 KZ1754'AZIMUTH MARK WERE LEFT INTACT AND USED WITH THE NEW STATION.
 KZ1754'
 KZ1754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES NORTH
 KZ1754'OF JEROMEVILLE.
 KZ1754'
 KZ1754'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1755 ***********************************************************************
 KZ1755  DESIGNATION -  GLENN 2
 KZ1755  PID         -  KZ1755
 KZ1755  STATE/COUNTY-  OH/ASHLAND
 KZ1755  USGS QUAD   -  JEROMESVILLE (1978)
 KZ1755
 KZ1755                         *CURRENT SURVEY CONTROL
 KZ1755  ___________________________________________________________________
 KZ1755* NAD 83(1995)-  40 49 38.49057(N)    082 10 57.02027(W)     ADJUSTED  
 KZ1755* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 KZ1755  ___________________________________________________________________
 KZ1755  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 KZ1755  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KZ1755
 KZ1755  HORZ ORDER  -  THIRD
 KZ1755
 KZ1755.The horizontal coordinates were established by classical geodetic methods
 KZ1755.and adjusted by the National Geodetic Survey in April 1998..
 KZ1755.No horizontal observational check was made to the station.
 KZ1755
 KZ1755.The orthometric height was scaled from a topographic map.
 KZ1755
 KZ1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1755
 KZ1755.The geoid height was determined by GEOID03.
 KZ1755
 KZ1755;                    North         East     Units Scale Factor Converg.
 KZ1755;SPC OH N     -   128,938.699   626,780.571   MT  0.99994789   +0 12 30.9
 KZ1755;UTM  17      - 4,520,265.262   400,289.383   MT  0.99972237   -0 46 23.4
 KZ1755
 KZ1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1755!SPC OH N     -   0.99994580  x   0.99994789  =   0.99989369
 KZ1755!UTM  17      -   0.99994580  x   0.99972237  =   0.99966819
 KZ1755
 KZ1755|---------------------------------------------------------------------|
 KZ1755| PID    Reference Object                     Distance      Geod. Az  |
 KZ1755|                                                           dddmmss.s |
 KZ1755| CE6638 GLENN RM 2                           13.339 METERS 07015     |
 KZ1755| CE6639 GLENN 2 RM 3                         11.340 METERS 17456     |
 KZ1755| CE6636 GLENN AZ MK RESET                                  2792944.7 |
 KZ1755| KZ1754 GLENN                                13.979 METERS 32452     |
 KZ1755|---------------------------------------------------------------------|
 KZ1755
 KZ1755                          SUPERSEDED SURVEY CONTROL
 KZ1755
 KZ1755  NAD 83(1986)-  40 49 38.49618(N)    082 10 57.02703(W) AD(       ) 3
 KZ1755  NAD 27      -  40 49 38.28985(N)    082 10 57.46550(W) AD(       ) 3
 KZ1755
 KZ1755.Superseded values are not recommended for survey control.
 KZ1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1755.See file dsdata.txt to determine how the superseded data were derived.
 KZ1755
 KZ1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0028920265(NAD 83)
 KZ1755_MARKER: DS = TRIANGULATION STATION DISK
 KZ1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1755_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1755
 KZ1755  HISTORY     - Date     Condition        Report By
 KZ1755  HISTORY     - 1975     MONUMENTED       NGS
 KZ1755
 KZ1755                          STATION DESCRIPTION
 KZ1755
 KZ1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KZ1755'NEAR THE NORTHWEST CORNER OF SEC. 33, T-22-N, R-15-W, ON THE
 KZ1755'PROPERTY OF MR. ED HILLER, 42 FEET SOUTHEAST OF THE SOUTHEAST
 KZ1755'CORNER OF A CONCRETE BLOCK IMPLEMENT SHED, 66 FEET SOUTHWEST OF
 KZ1755'THE NORTHWEST CORNER OF A BARN, 29 FEET NORTHEAST OF THE SOUTHEAST
 KZ1755'CORNER OF CONCRETE FLOORED HOG LOT AND 32 FEET NORTHEAST OF THE
 KZ1755'NORTH FACE OF A METAL SILO (NORTH 1 OF 3).  THE MONUMENT IS
 KZ1755'FLUSH WITH THE GROUND AND THE DISK IS STAMPED GLENN 2 1975.
 KZ1755'
 KZ1755'TO REACH THE STATION FROM THE INTERSECTION OF E. MAIN ST. AND S.
 KZ1755'HIGH ST. (STATE HIGHWAY 89) IN THE CENTER OF JEROMEVILLE, GO
 KZ1755'NORTH ON S. HIGH ST. (HIGHWAY 89) FOR 1.35 MILES TO A ROAD
 KZ1755'FORK.  TAKE THE RIGHT FOR FORK AND GO NORTHEAST ON TWP RD.
 KZ1755'395 FOR 0.45 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST ON TWP RD.
 KZ1755'1600 FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 KZ1755'EAST ON THE ROAD FOR 0.25 MILE TO A FARMHOUSE, BARN AND THE
 KZ1755'STATION ON THE RIGHT.
 KZ1755'
 KZ1755'REFERENCE MARK 2 IS 15 FEET WEST OF THE WEST FACE OF THE BARN,
 KZ1755'15 FEET SOUTH OF A 14 INCH MAPLE TREE, 24 FEET SOUTHWEST OF THE
 KZ1755'NORTHWEST CORNER OF THE BARN, 38 FEET EAST OF THE CENTERLINE OF
 KZ1755'DRIVE AROUND BARN AND 62 FEET NORTHEAST OF THE NORTHEAST SIDE OF
 KZ1755'THE SILO.  THE MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS
 KZ1755'STAMPED GLENN NO 2 1959.
 KZ1755'
 KZ1755'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GLENN 2 NO 3 1975, SET
 KZ1755'IN A DRILL HOLE IN THE CONCRETE BASE OF THE METAL SILO (NORTH 1
 KZ1755'OF 3), SET IN THE TOP OF THE EAST SIDE AND 2 FEET NORTH OF THE
 KZ1755'CENTER OF DOOR ON THE EAST SIDE.
 KZ1755'
 KZ1755'THE AZIMUTH MARK IS 60 FEET SOUTHWEST OF A TELEPHONE POLE, 21 FEET
 KZ1755'SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF A METAL WITNESS
 KZ1755'POST AND 3 FEET EAST OF A POWER POLE.  THE MONUMENT PROJECTS 3
 KZ1755'INCHES AND THE DISK IS STAMPED GLENN 1959 1969.
 KZ1755'
 KZ1755'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1319 ***********************************************************************
 JY1319  DESIGNATION -  GLOUSTER
 JY1319  PID         -  JY1319
 JY1319  STATE/COUNTY-  OH/ATHENS
 JY1319  USGS QUAD   -  CORNING (1995)
 JY1319
 JY1319                         *CURRENT SURVEY CONTROL
 JY1319  ___________________________________________________________________
 JY1319* NAD 83(1995)-  39 30 35.62615(N)    082 04 53.83575(W)     ADJUSTED  
 JY1319* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 JY1319  ___________________________________________________________________
 JY1319  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 JY1319  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY1319
 JY1319  HORZ ORDER  -  SECOND
 JY1319
 JY1319.The horizontal coordinates were established by classical geodetic methods
 JY1319.and adjusted by the National Geodetic Survey in April 1998..
 JY1319
 JY1319.The orthometric height was scaled from a topographic map.
 JY1319
 JY1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1319
 JY1319.The geoid height was determined by GEOID03.
 JY1319
 JY1319;                    North         East     Units Scale Factor Converg.
 JY1319;SPC OH S     -   167,702.254   635,978.752   MT  0.99993830   +0 15 55.7
 JY1319;UTM  17      - 4,373,921.213   407,015.414   MT  0.99970645   -0 41 17.5
 JY1319
 JY1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1319!SPC OH S     -   0.99996098  x   0.99993830  =   0.99989928
 JY1319!UTM  17      -   0.99996098  x   0.99970645  =   0.99966744
 JY1319
 JY1319|---------------------------------------------------------------------|
 JY1319| PID    Reference Object                     Distance      Geod. Az  |
 JY1319|                                                           dddmmss.s |
 JY1319| CE6640 GLOUSTER RM 1                        24.062 METERS 13157     |
 JY1319| CE6641 GLOUSTER RM 2                        28.734 METERS 24335     |
 JY1319| JY1318 OAKDALE AZ MK                       APPROX. 0.5 KM 2641108.4 |
 JY1319|---------------------------------------------------------------------|
 JY1319
 JY1319                          SUPERSEDED SURVEY CONTROL
 JY1319
 JY1319  NAD 83(1986)-  39 30 35.62943(N)    082 04 53.83991(W) AD(       ) 2
 JY1319  NAD 27      -  39 30 35.37600(N)    082 04 54.31600(W) AD(       ) 2
 JY1319
 JY1319.Superseded values are not recommended for survey control.
 JY1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1319.See file dsdata.txt to determine how the superseded data were derived.
 JY1319
 JY1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0701573921(NAD 83)
 JY1319_MARKER: DS = TRIANGULATION STATION DISK
 JY1319_SETTING: 0 = UNSPECIFIED SETTING
 JY1319
 JY1319  HISTORY     - Date     Condition        Report By
 JY1319  HISTORY     - 1944     MONUMENTED       CGS
 JY1319
 JY1319                          STATION DESCRIPTION
 JY1319
 JY1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JY1319'STATION IS LOCATED ON A HIGH HILL OVERLOOKING GLOUSTER FROM THE N.
 JY1319'THE LAND IS OWNED BY MR. EDWARD DAVIS.  IT IS 51 FEET S OF A
 JY1319'GARAGE, 77 FEET W OF W ROAD FENCE, AND 51 FEET N OF PASTURE FENCE.
 JY1319'DISK IS STAMPED GLOUSTER 1944.
 JY1319'
 JY1319'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 JY1319'CONCRETE.
 JY1319'
 JY1319'REFERENCE MARK 1 IS 2 FEET E OF A WITNESS POST, 1 FOOT N OF THE
 JY1319'FENCE, AND 24 FEET W OF THE W ROAD FENCE.  IT IS STAMPED
 JY1319'GLOUSTER NO 1 1944.
 JY1319'
 JY1319'REFERENCE MARK 2 IS 1 FOOT N OF THE FENCE AND 16 FEET E OF A POLE.
 JY1319'IT IS STAMPED GLOUSTER NO 2 1944.
 JY1319'
 JY1319'STATION OAKDALE WAS USED AS AN AZIMUTH MARK.
 JY1319'
 JY1319'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 78 IN
 JY1319'GLOUSTER, GO N AND E ON HIGHWAY 13 FOR 0.5 MILE TO CROSS STREET,
 JY1319'TURN LEFT ON CROSS STREET AND GO 0.55 MILE UP HILL TO THE DAVIS HOUSE
 JY1319'ON THE RIGHT AND THE GARAGE AND STATION ON THE LEFT.
 JY1319'
 JY1319'TO REACH STATION OAKDALE FROM THE JUNCTION OF STATE HIGHWAYS 13 AND
 JY1319'78 IN GLOUSTER, GO W ON HIGHWAY 78 FOR ONE BLOCK TO TOWN STREET
 JY1319'(OAKDALE-GLOUSTER ROAD), TURN RIGHT ON TOWN STREET AND GO 0.9 MILE TO
 JY1319'THE STATION ON THE LEFT.
 JY1319'
 JY1319'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2930 ***********************************************************************
 MB2930  DESIGNATION -  GLOVER
 MB2930  PID         -  MB2930
 MB2930  STATE/COUNTY-  OH/SUMMIT
 MB2930  USGS QUAD   -  AKRON WEST (1994)
 MB2930
 MB2930                         *CURRENT SURVEY CONTROL
 MB2930  ___________________________________________________________________
 MB2930* NAD 83(1995)-  41 03 06.52919(N)    081 30 08.88576(W)     ADJUSTED  
 MB2930* NAVD 88     -       358.8    (meters)    1177.     (feet)  VERTCON   
 MB2930  ___________________________________________________________________
 MB2930  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 MB2930  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MB2930
 MB2930  HORZ ORDER  -  FIRST
 MB2930
 MB2930.The horizontal coordinates were established by classical geodetic methods
 MB2930.and adjusted by the National Geodetic Survey in April 1998..
 MB2930
 MB2930.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2930
 MB2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2930
 MB2930.The geoid height was determined by GEOID03.
 MB2930
 MB2930;                    North         East     Units Scale Factor Converg.
 MB2930;SPC OH N     -   154,294.432   683,854.829   MT  0.99993918   +0 39 19.2
 MB2930;UTM  17      - 4,544,630.495   457,774.684   MT  0.99962194   -0 19 48.0
 MB2930
 MB2930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2930!SPC OH N     -   0.99994895  x   0.99993918  =   0.99988814
 MB2930!UTM  17      -   0.99994895  x   0.99962194  =   0.99957091
 MB2930
 MB2930:                Primary Azimuth Mark                     Grid Az
 MB2930:SPC OH N     -  AKRON ELBON AVE MUNICIPAL TANK           031 30 19.3
 MB2930:UTM  17      -  AKRON ELBON AVE MUNICIPAL TANK           032 29 26.5
 MB2930
 MB2930|---------------------------------------------------------------------|
 MB2930| PID    Reference Object                     Distance      Geod. Az  |
 MB2930|                                                           dddmmss.s |
 MB2930| MB2713 AKRON ELBON AVE MUNICIPAL TANK      APPROX. 1.0 KM 0320938.5 |
 MB2930| MB2888 GARFIELD                            APPROX. 1.1 KM 2273941.3 |
 MB2930| MB2890 AKRON SACKS ELECTRIC CO TANK        APPROX. 1.5 KM 3574034.2 |
 MB2930|---------------------------------------------------------------------|
 MB2930
 MB2930                          SUPERSEDED SURVEY CONTROL
 MB2930
 MB2930  NAD 83(1986)-  41 03 06.53620(N)    081 30 08.88931(W) AD(       ) 1
 MB2930  NAD 27      -  41 03 06.33570(N)    081 30 09.46688(W) AD(       ) 1
 MB2930  NGVD 29 (07/19/86)  359.0    (m)         1178.     (f) VERT ANG       
 MB2930
 MB2930.Superseded values are not recommended for survey control.
 MB2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2930.See file dsdata.txt to determine how the superseded data were derived.
 MB2930
 MB2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5777544630(NAD 83)
 MB2930_STAMPING: GLOVER
 MB2930_MARK LOGO: OH0070
 MB2930
 MB2930  HISTORY     - Date     Condition        Report By
 MB2930  HISTORY     - 1963     MONUMENTED       OH0070
 MB2930
 MB2930                          STATION DESCRIPTION
 MB2930
 MB2930'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB2930'THE STATION IS ABOUT 2 MILES SOUTH-SOUTHEAST OF DOWNTOWN AKRON AND
 MB2930'NEAR THE SOUTHWEST CORNER OF THE
 MB2930'HIGHEST PART OF THE ROOF OF THE GLOVER ELEMENTARY SCHOOL AT 932
 MB2930'HAMMEL STREET.  IT IS 5 FEET
 MB2930'EAST OF THE WEST COPING OF THE ROOF AND 4.5 FEET NORTH OF
 MB2930'THE SOUTH COPING.  THE MARK IS A CITY OF AKRON
 MB2930'DISK STAMPED GLOVER SET IN THE TOP OF AN
 MB2930'8 INCH CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1427 ***********************************************************************
 MB1427  DESIGNATION -  GLOVER ECC
 MB1427  PID         -  MB1427
 MB1427  STATE/COUNTY-  OH/SUMMIT
 MB1427  USGS QUAD   -  AKRON WEST (1994)
 MB1427
 MB1427                         *CURRENT SURVEY CONTROL
 MB1427  ___________________________________________________________________
 MB1427* NAD 83(1995)-  41 03 06.46534(N)    081 30 08.99446(W)     ADJUSTED  
 MB1427* NAVD 88     -       345.531  (meters)    1133.63   (feet)  ADJUSTED  
 MB1427  ___________________________________________________________________
 MB1427  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 MB1427  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MB1427  DYNAMIC HT  -         345.378 (meters)    1133.13  (feet)  COMP
 MB1427  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 MB1427
 MB1427  HORZ ORDER  -  SECOND
 MB1427  VERT ORDER  -  FIRST     CLASS II
 MB1427
 MB1427.The horizontal coordinates were established by classical geodetic methods
 MB1427.and adjusted by the National Geodetic Survey in April 1998..
 MB1427
 MB1427.The orthometric height was determined by differential leveling
 MB1427.and adjusted by the National Geodetic Survey in June 1991..
 MB1427
 MB1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1427
 MB1427.The geoid height was determined by GEOID03.
 MB1427
 MB1427.The dynamic height is computed by dividing the NAVD 88
 MB1427.geopotential number by the normal gravity value computed on the
 MB1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1427.degrees latitude (g = 980.6199 gals.).
 MB1427
 MB1427.The modeled gravity was interpolated from observed gravity values.
 MB1427
 MB1427;                    North         East     Units Scale Factor Converg.
 MB1427;SPC OH N     -   154,292.433   683,852.314   MT  0.99993918   +0 39 19.1
 MB1427;UTM  17      - 4,544,628.540   457,772.135   MT  0.99962195   -0 19 48.1
 MB1427
 MB1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1427!SPC OH N     -   0.99995103  x   0.99993918  =   0.99989022
 MB1427!UTM  17      -   0.99995103  x   0.99962195  =   0.99957300
 MB1427
 MB1427                          SUPERSEDED SURVEY CONTROL
 MB1427
 MB1427  NAD 83(1986)-  41 03 06.47235(N)    081 30 08.99801(W) AD(       ) 2
 MB1427  NAD 27      -  41 03 06.27185(N)    081 30 09.57558(W) AD(       ) 2
 MB1427  NGVD 29 (??/??/92)  345.725  (m)         1134.27   (f) ADJ UNCH    1 2
 MB1427
 MB1427.Superseded values are not recommended for survey control.
 MB1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1427.See file dsdata.txt to determine how the superseded data were derived.
 MB1427
 MB1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5777244629(NAD 83)
 MB1427_MARKER: DD = SURVEY DISK
 MB1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1427_STAMPING: GLOVER ECC
 MB1427_MARK LOGO: OH0070
 MB1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1427+STABILITY: SURFACE MOTION
 MB1427
 MB1427  HISTORY     - Date     Condition        Report By
 MB1427  HISTORY     - 1963     MONUMENTED       OH0070
 MB1427  HISTORY     - 1964     GOOD             CGS
 MB1427  HISTORY     - 1980     GOOD             NGS
 MB1427
 MB1427                          STATION DESCRIPTION
 MB1427
 MB1427'DESCRIBED BY CITY OF AKRON OHIO 1963
 MB1427'GLOVER (ACS) (ECC.) IS LOCATED NEAR THE SOUTHWEST CORNER OF THE
 MB1427'GLOVER ELEMENTARY SCHOOL.  IT
 MB1427'IS 2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 68 FEET
 MB1427'NORTH OF THE CENTERLINE OF COLE
 MB1427'AVENUE AND 94 FEET EAST OF THE CENTERLINE OF HAMMEL STREET.  THE
 MB1427'MARK IS A CITY OF AKRON DISK STAMPED
 MB1427'GLOVER ECC SET IN THE TOP OF A 6 INCH SQUARE
 MB1427'CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3
 MB1427'FOOT SQUARE OF CONCRETE AND COVERED
 MB1427'WITH A 9 INCH IRON COVER.
 MB1427
 MB1427                          STATION RECOVERY (1964)
 MB1427
 MB1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1427'AT AKRON.
 MB1427'AT AKRON, NEAR THE INTERSECTION OF HAMMEL STREET AND COLE AVENUE,
 MB1427'NEAR THE SOUTHWEST CORNER OF THE NATHAN L. GLOVER SCHOOL, 81
 MB1427'FEET EAST OF THE EAST CURB OF HAMMEL STREET, 66 1/2 FEET NORTH
 MB1427'OF THE CENTER LINE OF COLE STREET, 2.6 FEET SOUTHWEST OF THE
 MB1427'SOUTHWEST CORNER OF THE SCHOOL, AND SET IN THE TOP OF A CONCRETE
 MB1427'POST 4 INCHES BELOW THE SURFACE OF GROUND ACCESS TO WHICH IS
 MB1427'HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
 MB1427
 MB1427                          STATION RECOVERY (1980)
 MB1427
 MB1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
 MB1427'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  MAIN STATION NOT
 MB1427'SEARCHED FOR.
 MB1427'
 MB1427'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 MB1427'SOUTH SOUTHEAST OF AKRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3272 ***********************************************************************
 KY3272  DESIGNATION -  GO 46A
 KY3272  PID         -  KY3272
 KY3272  STATE/COUNTY-  OH/MAHONING
 KY3272  USGS QUAD   -  SALEM (1994)
 KY3272
 KY3272                         *CURRENT SURVEY CONTROL
 KY3272  ___________________________________________________________________
 KY3272* NAD 83(1995)-  40 58 24.70840(N)    080 51 42.92011(W)     ADJUSTED  
 KY3272* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 KY3272  ___________________________________________________________________
 KY3272  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 KY3272  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KY3272
 KY3272  HORZ ORDER  -  THIRD
 KY3272
 KY3272.The horizontal coordinates were established by classical geodetic methods
 KY3272.and adjusted by the National Geodetic Survey in April 1998..
 KY3272
 KY3272.The orthometric height was scaled from a topographic map.
 KY3272
 KY3272.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3272
 KY3272.The geoid height was determined by GEOID03.
 KY3272
 KY3272;                    North         East     Units Scale Factor Converg.
 KY3272;SPC OH N     -   146,416.364   737,858.785   MT  0.99994049   +1 04 34.1
 KY3272;UTM  17      - 4,535,827.839   511,617.196   MT  0.99960166   +0 05 25.9
 KY3272
 KY3272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3272!SPC OH N     -   0.99995278  x   0.99994049  =   0.99989328
 KY3272!UTM  17      -   0.99995278  x   0.99960166  =   0.99955446
 KY3272
 KY3272:                Primary Azimuth Mark                     Grid Az
 KY3272:SPC OH N     -  CALLA                                    085 30 44.0
 KY3272:UTM  17      -  CALLA                                    086 29 52.2
 KY3272
 KY3272|---------------------------------------------------------------------|
 KY3272| PID    Reference Object                     Distance      Geod. Az  |
 KY3272|                                                           dddmmss.s |
 KY3272| KY1122 CALLA                               APPROX. 5.4 KM 0863518.1 |
 KY3272|---------------------------------------------------------------------|
 KY3272
 KY3272                          SUPERSEDED SURVEY CONTROL
 KY3272
 KY3272  NAD 83(1986)-  40 58 24.71348(N)    080 51 42.92370(W) AD(       ) 3
 KY3272  NAD 27      -  40 58 24.50200(N)    080 51 43.62200(W) AD(       ) 3
 KY3272
 KY3272.Superseded values are not recommended for survey control.
 KY3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3272.See file dsdata.txt to determine how the superseded data were derived.
 KY3272
 KY3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1161735828(NAD 83)
 KY3272_MARKER: DD = SURVEY DISK
 KY3272_SETTING: 0 = UNSPECIFIED SETTING
 KY3272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3272
 KY3272  HISTORY     - Date     Condition        Report By
 KY3272  HISTORY     - 1950     MONUMENTED       OH-099
 KY3272
 KY3272                          STATION DESCRIPTION
 KY3272
 KY3272'DESCRIBED BY MAHONING COUNTY OHIO 1950
 KY3272'STATION IS LOCATED IN GOSHEN TOWNSHIP ABOUT 5.0 MILES NORTH OF THE
 KY3272'CITY OF SALEM AND ABOUT 7.0 MILES SOUTHWEST OF THE VILLAGE OF
 KY3272'CANFIELD.  IT IS ON THE CENTER-LINE OF THE NORTH BENTON-CALLA STATE
 KY3272'LINE ROAD 1673.0 FEET WEST OF THE INTERSECTION OF THE CENTERLINE
 KY3272'OF S.R. NO 45 AND THE CENTERLINE OF THE NORTH BENTON-CALLA
 KY3272'STATE LINE ROAD. STATION MARK IS A
 KY3272'STANDARD MAHONING COUNTY ALUMIINUM DISK SET IN THE TOP OF A
 KY3272'PRECAST CONCRETE MONUMENT, WHICH IS SET IN A CAST IRON WELL AND
 KY3272'COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.
 KY3272'STATION MARK IS ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND
 KY3272'IS STAMPED GO 46A. THE AZIMUTH USED WAS THE MAHONING
 KY3272'COUNTY MONUMENT LOCATED AT THE JUNCTION OF THE CENTERLINE OF S.R.
 KY3272'NO 45 AND THE CENTERLINE OF THE NORTH BENTON-CALLA STATE
 KY3272'LINE ROAD.  IT IS SOUTHEAST AND DISTANT 1678.6 FEET FROM THE
 KY3272'STATION MARK.  THE MONUMENT USED FOR THE AZIMUTH IS STAMPED GR 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3292 ***********************************************************************
 KY3292  DESIGNATION -  GO 8A
 KY3292  PID         -  KY3292
 KY3292  STATE/COUNTY-  OH/MAHONING
 KY3292  USGS QUAD   -  DAMASCUS (1994)
 KY3292
 KY3292                         *CURRENT SURVEY CONTROL
 KY3292  ___________________________________________________________________
 KY3292* NAD 83(1995)-  40 57 33.87559(N)    080 57 42.06177(W)     ADJUSTED  
 KY3292* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 KY3292  ___________________________________________________________________
 KY3292  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 KY3292  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KY3292
 KY3292  HORZ ORDER  -  THIRD
 KY3292
 KY3292.The horizontal coordinates were established by classical geodetic methods
 KY3292.and adjusted by the National Geodetic Survey in April 1998..
 KY3292
 KY3292.The orthometric height was scaled from a topographic map.
 KY3292
 KY3292.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3292
 KY3292.The geoid height was determined by GEOID03.
 KY3292
 KY3292;                    North         East     Units Scale Factor Converg.
 KY3292;SPC OH N     -   144,695.714   729,491.517   MT  0.99994092   +1 00 38.2
 KY3292;UTM  17      - 4,534,251.897   503,224.425   MT  0.99960013   +0 01 30.4
 KY3292
 KY3292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3292!SPC OH N     -   0.99994932  x   0.99994092  =   0.99989024
 KY3292!UTM  17      -   0.99994932  x   0.99960013  =   0.99954947
 KY3292
 KY3292:                Primary Azimuth Mark                     Grid Az
 KY3292:SPC OH N     -  BENTON                                   295 00 32.6
 KY3292:UTM  17      -  BENTON                                   295 59 40.4
 KY3292
 KY3292|---------------------------------------------------------------------|
 KY3292| PID    Reference Object                     Distance      Geod. Az  |
 KY3292|                                                           dddmmss.s |
 KY3292| KY1342 BENTON                              APPROX. 6.0 KM 2960110.8 |
 KY3292|---------------------------------------------------------------------|
 KY3292
 KY3292                          SUPERSEDED SURVEY CONTROL
 KY3292
 KY3292  NAD 83(1986)-  40 57 33.88040(N)    080 57 42.06510(W) AD(       ) 3
 KY3292  NAD 27      -  40 57 33.66800(N)    080 57 42.74300(W) AD(       ) 3
 KY3292
 KY3292.Superseded values are not recommended for survey control.
 KY3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3292.See file dsdata.txt to determine how the superseded data were derived.
 KY3292
 KY3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0322434252(NAD 83)
 KY3292_MARKER: DD = SURVEY DISK
 KY3292_SETTING: 0 = UNSPECIFIED SETTING
 KY3292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3292
 KY3292  HISTORY     - Date     Condition        Report By
 KY3292  HISTORY     - 1950     MONUMENTED       OH-099
 KY3292  HISTORY     - 20060501 MARK NOT FOUND   GEOCAC
 KY3292
 KY3292                          STATION DESCRIPTION
 KY3292
 KY3292'DESCRIBED BY MAHONING COUNTY OHIO 1950
 KY3292'STATION IS LOCATED IN GOSHEN TOWNSHIP ABOUT 3.0 MILES SOUTHEAST OF
 KY3292'THE VILLAGE OF NORTH BENTON, AND ABOUT 3.5 MILES NORTHEAST OF THE
 KY3292'VILLAGE OF BELOIT.  IT IS LOCATED ON THE CENTERLINE
 KY3292'OF THE SNODES-NEW MIDDLETOWN ROAD BETWEEN S.R. NO 534, AND S.R. NO
 KY3292'14.  IT IS 1892.0 FEET WEST OF THE INTERSECTION OF THE CENTERLINE OF
 KY3292'S.R. NO 534 AND THE CENTERLINE OF THE SNODES-NEW MIDDLETOWN ROAD.
 KY3292'STATION MARK IS A STANDARD MAHONING COUNTY ALUNIMUM DISK, SET IN
 KY3292'THE TOP OF A PRECAST CONCRETE MONUMENT,
 KY3292'WHICH IS SET IN A CAST IRON WELL, AND COVERED WITH A CAST IRON
 KY3292'COVER STAMPED WITH A LARGE M. STATION MARK IS ONE (1) FOOT BELOW
 KY3292'THE SURFACE OF THE HIGHWAY AND IS STAMPED GO 8A.
 KY3292'THE APEX OF A BARN AND SILO WAS USED AS AN AZIMUTH.  IT IS
 KY3292'LOCATED ON THE NORTH BENTON CALLA STATE LINE ROAD ON THE
 KY3292'NORTH SIDE OF THE ROAD, 0.40 MILE DUE EAST FROM THE INTERSECTION
 KY3292'OF S.R. NO 534 AND THE NORTH BENTON CALLA STATE LINE
 KY3292'ROAD.  IT IS OWNED BY MR. HARRY K. THOMAS AND IS DISTANT 1.5 MILES
 KY3292'NORTHEAST FROM THE STATION MARK.
 KY3292
 KY3292                          STATION RECOVERY (2006)
 KY3292
 KY3292'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY3292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1427 ***********************************************************************
 MC1427  DESIGNATION -  GODEKE
 MC1427  PID         -  MC1427
 MC1427  STATE/COUNTY-  OH/HENRY
 MC1427  USGS QUAD   -  MC CLURE (1971)
 MC1427
 MC1427                         *CURRENT SURVEY CONTROL
 MC1427  ___________________________________________________________________
 MC1427* NAD 83(1995)-  41 20 58.35106(N)    083 56 46.89281(W)     ADJUSTED  
 MC1427* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 MC1427  ___________________________________________________________________
 MC1427  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 MC1427  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC1427
 MC1427  HORZ ORDER  -  THIRD
 MC1427
 MC1427.The horizontal coordinates were established by classical geodetic methods
 MC1427.and adjusted by the National Geodetic Survey in April 1998..
 MC1427
 MC1427.The orthometric height was scaled from a topographic map.
 MC1427
 MC1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1427
 MC1427.The geoid height was determined by GEOID03.
 MC1427
 MC1427;                    North         East     Units Scale Factor Converg.
 MC1427;SPC OH N     -   187,881.658   478,966.913   MT  0.99995121   -0 57 00.7
 MC1427;UTM  17      - 4,581,749.770   253,506.392   MT  1.00034782   -1 56 51.0
 MC1427;UTM  16      - 4,582,060.561   755,469.918   MT  1.00040328   +2 01 06.5
 MC1427
 MC1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1427!SPC OH N     -   0.99997312  x   0.99995121  =   0.99992433
 MC1427!UTM  17      -   0.99997312  x   1.00034782  =   1.00032093
 MC1427!UTM  16      -   0.99997312  x   1.00040328  =   1.00037639
 MC1427
 MC1427:                Primary Azimuth Mark                     Grid Az
 MC1427:SPC OH N     -  W 116                                    153 05 00.5
 MC1427:UTM  17      -  W 116                                    154 04 50.8
 MC1427:UTM  16      -  W 116                                    150 06 53.3
 MC1427
 MC1427|---------------------------------------------------------------------|
 MC1427| PID    Reference Object                     Distance      Geod. Az  |
 MC1427|                                                           dddmmss.s |
 MC1427| MC0627 W 116                               APPROX. 0.9 KM 1520759.8 |
 MC1427|---------------------------------------------------------------------|
 MC1427
 MC1427                          SUPERSEDED SURVEY CONTROL
 MC1427
 MC1427  NAD 83(1995)-  41 20 58.35908(N)    083 56 46.89722(W) AD(       ) 3
 MC1427  NAD 83(1986)-  41 20 58.36097(N)    083 56 46.90285(W) AD(       ) 3
 MC1427  NAD 27      -  41 20 58.17500(N)    083 56 47.10600(W) AD(       ) 3
 MC1427
 MC1427.Superseded values are not recommended for survey control.
 MC1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1427.See file dsdata.txt to determine how the superseded data were derived.
 MC1427
 MC1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5350681750(NAD 83)
 MC1427_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1427_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1427_STAMPING: GODEKE 1947
 MC1427_MARK LOGO: CGS   
 MC1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1427+STABILITY: SURFACE MOTION
 MC1427
 MC1427  HISTORY     - Date     Condition        Report By
 MC1427  HISTORY     - 1947     MONUMENTED       CGS
 MC1427  HISTORY     - 1963     GOOD             CGS
 MC1427
 MC1427                          STATION DESCRIPTION
 MC1427
 MC1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1427'THE STATION IS LOCATED 1-1/2 MILES SOUTH AND 1/4 MILE WEST OF MCCLURE
 MC1427'ON THE HENRY GODEKE
 MC1427'JR. FARM.  IT IS 4.5 M. NORTH OF THE CENTERLINE OF THE
 MC1427'EW DITCH THAT FROMS THE SOUTH
 MC1427'PROPERTY LINE AND IS THE EW 1/2-MILE LAND
 MC1427'SUBDIVISION LINE OF SEC. 33, DAMASCUS TOWNSHIP.
 MC1427'IT IS 11.2 M. WEST OF
 MC1427'THE NS CULTIVATION LINE WHICH IS THE 1/4-MILE NS LAND SUBDIVISION
 MC1427'LINE.  IT IS 0.3 M.
 MC1427'SOUTH OF THE SOUTH EDGE OF THE FIELD ROAD PARALLELING THE DITCH.
 MC1427'
 MC1427'STATION IS 14.2 METERS W OF A TREE AND 196.6 METERS E OF A TREE.
 MC1427'
 MC1427'A STANDARD DISK STAMPED GODEKE 1947 IS SET IN THE TOP OF A 12- BY
 MC1427'12-INCH CONCRETE
 MC1427'MONUMENT.  THIS IS EMBEDDED SO THAT THE TOP IS FLUSH WITH
 MC1427'THE GROUND SURFACE.
 MC1427
 MC1427                          STATION RECOVERY (1963)
 MC1427
 MC1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1427'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1427'EXCEPTIONS--THE STATION IS 11.8 METERS FROM POINT A AND 15.3 METERS
 MC1427'FROM THE CULTIVATED LINE.  THE CONCRETE MONUMENT IS SURROUNDED BY A
 MC1427'CONCRETE CAMERA TARGET 8 FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2244 ***********************************************************************
 HY2244  DESIGNATION -  GOLDEN
 HY2244  PID         -  HY2244
 HY2244  STATE/COUNTY-  OH/GALLIA
 HY2244  USGS QUAD   -  RODNEY (1983)
 HY2244
 HY2244                         *CURRENT SURVEY CONTROL
 HY2244  ___________________________________________________________________
 HY2244* NAD 83(1995)-  38 47 24.86158(N)    082 22 06.58497(W)     ADJUSTED  
 HY2244* NAVD 88     -       259.0    (meters)     850.     (feet)  VERTCON   
 HY2244  ___________________________________________________________________
 HY2244  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 HY2244  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HY2244
 HY2244  HORZ ORDER  -  SECOND
 HY2244
 HY2244.The horizontal coordinates were established by classical geodetic methods
 HY2244.and adjusted by the National Geodetic Survey in April 1998..
 HY2244
 HY2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2244
 HY2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2244
 HY2244.The geoid height was determined by GEOID03.
 HY2244
 HY2244;                    North         East     Units Scale Factor Converg.
 HY2244;SPC OH S     -    87,736.044   611,425.166   MT  0.99998930   +0 05 00.4
 HY2244;UTM  17      - 4,294,388.927   381,148.001   MT  0.99977395   -0 51 26.7
 HY2244
 HY2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2244!SPC OH S     -   0.99996463  x   0.99998930  =   0.99995393
 HY2244!UTM  17      -   0.99996463  x   0.99977395  =   0.99973859
 HY2244
 HY2244|---------------------------------------------------------------------|
 HY2244| PID    Reference Object                     Distance      Geod. Az  |
 HY2244|                                                           dddmmss.s |
 HY2244| HY2242 GOLDEN AZ MK                        330.455 METERS 12210     |
 HY2244| HY2243 GOLDEN AZ MK A PT                   324.599 METERS 12316     |
 HY2244| DB9833 GOLDEN RM 1                          10.819 METERS 18006     |
 HY2244| HY2245 GOLDEN RM 2                           8.689 METERS 27858     |
 HY2244|---------------------------------------------------------------------|
 HY2244
 HY2244                          SUPERSEDED SURVEY CONTROL
 HY2244
 HY2244  NAD 83(1995)-  38 47 24.86561(N)    082 22 06.59149(W) AD(       ) 2
 HY2244  NAD 83(1986)-  38 47 24.86964(N)    082 22 06.59057(W) AD(       ) 2
 HY2244  NAD 27      -  38 47 24.58290(N)    082 22 07.04668(W) AD(       ) 2
 HY2244  NGVD 29 (07/19/86)  259.2    (m)          850.     (f) VERT ANG       
 HY2244
 HY2244.Superseded values are not recommended for survey control.
 HY2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2244.See file dsdata.txt to determine how the superseded data were derived.
 HY2244
 HY2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC8114894389(NAD 83)
 HY2244_MARKER: DD = SURVEY DISK
 HY2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2244_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HY2244
 HY2244  HISTORY     - Date     Condition        Report By
 HY2244  HISTORY     - 1976     MONUMENTED       NGS
 HY2244
 HY2244                          STATION DESCRIPTION
 HY2244
 HY2244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2244'THE STATION IS LOCATED ABOUT 8-1/4 MILES SOUTHWEST OF
 HY2244'GALLIPOLIS, 7 MILES SOUTH OF RIO GRANDE AND 1-1/2 MILES
 HY2244'NORTHEAST OF PATRIOT ON PROPERTY OWNED BY MISTER GOLDEN WHO
 HY2244'LIVES ON THE PROPERTY.
 HY2244'
 HY2244'TO REACH THE STATION FROM THE POST OFFICE IN PATRIOT, GO NORTH
 HY2244'ON A PAVED AND GRAVELED ROAD FOR 0.1 MILE TO A T-ROAD.  TURN
 HY2244'RIGHT AND GO EAST AND NORTHERLY ON A GRAVELED ROAD FOR 0.9 MILE
 HY2244'TO THE END OF THE GRAVELED ROAD AND A FARMHOUSE.  FOLLOW A
 HY2244'GRADED ROAD AROUND THE FARMHOUSE, PASSING TO THE NORTH SIDE OF
 HY2244'A BARN, AND GO EAST FOR 0.5 MILE TO A FORK.  TAKE RIGHT FORK AND
 HY2244'GO NORTHEAST UPHILL FOR 0.15 MILE TO THE TOP OF A HILL AND THE
 HY2244'AZIMUTH MARK IN AN OPEN FIELD.  TURN LEFT AND GO
 HY2244'WEST-NORTHWEST ACROSS AN OPEN FIELD FOR 0.25 MILE TO THE TOP
 HY2244'OF ANOTHER HILL AND THE STATION, ABOUT 0.05 MILE SOUTHEAST
 HY2244'OF THE NORTHWEST CORNER OF THE FIELD.
 HY2244'
 HY2244'THE STATION MARKS ARE STANDARD DISKS STAMPED---GOLDEN 1976---.
 HY2244'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HY2244'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 132
 HY2244'FEET EAST OF A FENCE AT THE WOODS LINE AND 4.5 FEET SOUTHEAST
 HY2244'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 HY2244'TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 HY2244'SURFACE.
 HY2244'
 HY2244'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---GOLDEN NO 1 1976---,
 HY2244'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HY2244'IS FLUSH WITH THE GROUND.  IT IS 134 FEET EAST OF THE FENCE AND
 HY2244'39.5 FEET SOUTH OF THE WITNESS POST.
 HY2244'
 HY2244'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---GOLDEN NO 2 1976---,
 HY2244'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HY2244'IS FLUSH WITH THE GROUND.  IT IS 104 FEET EAST OF THE FENCE AND
 HY2244'26 FEET WEST OF THE WITNESS POST.
 HY2244'
 HY2244'AZIMUTH MARK IS A STANDARD DISK STAMPED---GOLDEN AZ 1976---, SET
 HY2244'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HY2244'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 2.2 FEET SOUTH
 HY2244'OF A METAL WITNESS POST.
 HY2244'
 HY2244'HEIGHT OF LIGHT ABOVE MARK IS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2242 ***********************************************************************
 HY2242  DESIGNATION -  GOLDEN AZ MK
 HY2242  PID         -  HY2242
 HY2242  STATE/COUNTY-  OH/GALLIA
 HY2242  USGS QUAD   -  RODNEY (1983)
 HY2242
 HY2242                         *CURRENT SURVEY CONTROL
 HY2242  ___________________________________________________________________
 HY2242* NAD 83(1995)-  38 47 19.15684(N)    082 21 54.99388(W)     ADJUSTED  
 HY2242* NAVD 88     -       252.6    (meters)     829.     (feet)  VERTCON   
 HY2242  ___________________________________________________________________
 HY2242  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 HY2242  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HY2242
 HY2242  HORZ ORDER  -  SECOND
 HY2242
 HY2242.The horizontal coordinates were established by classical geodetic methods
 HY2242.and adjusted by the National Geodetic Survey in April 1998..
 HY2242
 HY2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2242
 HY2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2242
 HY2242.The geoid height was determined by GEOID03.
 HY2242
 HY2242;                    North         East     Units Scale Factor Converg.
 HY2242;SPC OH S     -    87,560.545   611,705.162   MT  0.99998958   +0 05 07.7
 HY2242;UTM  17      - 4,294,208.892   381,425.018   MT  0.99977314   -0 51 19.4
 HY2242
 HY2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2242!SPC OH S     -   0.99996564  x   0.99998958  =   0.99995522
 HY2242!UTM  17      -   0.99996564  x   0.99977314  =   0.99973878
 HY2242
 HY2242|---------------------------------------------------------------------|
 HY2242| PID    Reference Object                     Distance      Geod. Az  |
 HY2242|                                                           dddmmss.s |
 HY2242| HY2243 GOLDEN AZ MK A PT                     8.636 METERS 25524     |
 HY2242| HY2244 GOLDEN                              330.455 METERS 30210     |
 HY2242|---------------------------------------------------------------------|
 HY2242
 HY2242                          SUPERSEDED SURVEY CONTROL
 HY2242
 HY2242  NAD 83(1995)-  38 47 19.16088(N)    082 21 55.00039(W) AD(       ) 2
 HY2242  NAD 83(1986)-  38 47 19.16491(N)    082 21 54.99944(W) AD(       ) 2
 HY2242  NAD 27      -  38 47 18.87796(N)    082 21 55.45602(W) AD(       ) 2
 HY2242  NGVD 29 (07/19/86)  252.8    (m)          829.     (f) VERT ANG       
 HY2242
 HY2242.Superseded values are not recommended for survey control.
 HY2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2242.See file dsdata.txt to determine how the superseded data were derived.
 HY2242
 HY2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC8142594209(NAD 83)
 HY2242_MARKER: DD = SURVEY DISK
 HY2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY2242_STAMPING: GOLDEN 1976
 HY2242_MARK LOGO: NGS   
 HY2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2242+STABILITY: SURFACE MOTION
 HY2242
 HY2242  HISTORY     - Date     Condition        Report By
 HY2242  HISTORY     - 1976     MONUMENTED       NGS
 HY2242
 HY2242                          STATION DESCRIPTION
 HY2242
 HY2242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2242'AN EDM TRAVERSE TIE WAS MADE FROM GOLDEN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2245 ***********************************************************************
 HY2245  DESIGNATION -  GOLDEN RM 2
 HY2245  PID         -  HY2245
 HY2245  STATE/COUNTY-  OH/GALLIA
 HY2245  USGS QUAD   -  RODNEY (1983)
 HY2245
 HY2245                         *CURRENT SURVEY CONTROL
 HY2245  ___________________________________________________________________
 HY2245* NAD 83(1995)-  38 47 24.90552(N)    082 22 06.94060(W)     ADJUSTED  
 HY2245* NAVD 88     -       258.7    (meters)     849.     (feet)  VERTCON   
 HY2245  ___________________________________________________________________
 HY2245  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 HY2245  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HY2245
 HY2245  HORZ ORDER  -  SECOND
 HY2245
 HY2245.The horizontal coordinates were established by classical geodetic methods
 HY2245.and adjusted by the National Geodetic Survey in April 1998..
 HY2245
 HY2245.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2245
 HY2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2245
 HY2245.The geoid height was determined by GEOID03.
 HY2245
 HY2245;                    North         East     Units Scale Factor Converg.
 HY2245;SPC OH S     -    87,737.387   611,416.582   MT  0.99998930   +0 05 00.2
 HY2245;UTM  17      - 4,294,390.410   381,139.442   MT  0.99977397   -0 51 26.9
 HY2245
 HY2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2245!SPC OH S     -   0.99996468  x   0.99998930  =   0.99995398
 HY2245!UTM  17      -   0.99996468  x   0.99977397  =   0.99973866
 HY2245
 HY2245:                Primary Azimuth Mark                     Grid Az
 HY2245:SPC OH S     -  MARK                                     050 30 26.3
 HY2245:UTM  17      -  MARK                                     051 26 53.4
 HY2245
 HY2245|---------------------------------------------------------------------|
 HY2245| PID    Reference Object                     Distance      Geod. Az  |
 HY2245|                                                           dddmmss.s |
 HY2245| HY2241 MARK                                APPROX.11.1 KM 0503526.5 |
 HY2245| HY2244 GOLDEN                                8.689 METERS 09858     |
 HY2245|---------------------------------------------------------------------|
 HY2245
 HY2245                          SUPERSEDED SURVEY CONTROL
 HY2245
 HY2245  NAD 83(1995)-  38 47 24.90955(N)    082 22 06.94712(W) AD(       ) 2
 HY2245  NAD 83(1986)-  38 47 24.91358(N)    082 22 06.94621(W) AD(       ) 2
 HY2245  NAD 27      -  38 47 24.62685(N)    082 22 07.40230(W) AD(       ) 2
 HY2245  NGVD 29 (07/19/86)  258.9    (m)          849.     (f) VERT ANG       
 HY2245
 HY2245.Superseded values are not recommended for survey control.
 HY2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2245.See file dsdata.txt to determine how the superseded data were derived.
 HY2245
 HY2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC8113994390(NAD 83)
 HY2245_MARKER: DD = SURVEY DISK
 HY2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY2245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY2245_STAMPING: GOLDEN NO 2 1976
 HY2245_MARK LOGO: NGS   
 HY2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY2245+STABILITY: SURFACE MOTION
 HY2245
 HY2245  HISTORY     - Date     Condition        Report By
 HY2245  HISTORY     - 1976     MONUMENTED       NGS
 HY2245
 HY2245                          STATION DESCRIPTION
 HY2245
 HY2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 HY2245'THIS MARK WAS USED AS AN A POINT TO VERIFY THE POSITION OF
 HY2245'GOLDEN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1756 ***********************************************************************
 KZ1756  DESIGNATION -  GOLDIE
 KZ1756  PID         -  KZ1756
 KZ1756  STATE/COUNTY-  OH/ASHLAND
 KZ1756  USGS QUAD   -  POLK (1981)
 KZ1756
 KZ1756                         *CURRENT SURVEY CONTROL
 KZ1756  ___________________________________________________________________
 KZ1756* NAD 83(1995)-  40 54 20.72059(N)    082 12 08.48713(W)     ADJUSTED  
 KZ1756* NAVD 88     -       382.     (meters)    1253.     (feet)  SCALED    
 KZ1756  ___________________________________________________________________
 KZ1756  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 KZ1756  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KZ1756
 KZ1756  HORZ ORDER  -  SECOND
 KZ1756
 KZ1756.The horizontal coordinates were established by classical geodetic methods
 KZ1756.and adjusted by the National Geodetic Survey in April 1998..
 KZ1756
 KZ1756.The orthometric height was scaled from a topographic map.
 KZ1756
 KZ1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1756
 KZ1756.The geoid height was determined by GEOID03.
 KZ1756
 KZ1756;                    North         East     Units Scale Factor Converg.
 KZ1756;SPC OH N     -   137,638.383   625,076.365   MT  0.99994312   +0 11 43.9
 KZ1756;UTM  17      - 4,528,990.955   398,734.918   MT  0.99972621   -0 47 14.6
 KZ1756
 KZ1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1756!SPC OH N     -   0.99994535  x   0.99994312  =   0.99988847
 KZ1756!UTM  17      -   0.99994535  x   0.99972621  =   0.99967157
 KZ1756
 KZ1756:                Primary Azimuth Mark                     Grid Az
 KZ1756:SPC OH N     -  GOLDIE AZ MK                             036 50 57.2
 KZ1756:UTM  17      -  GOLDIE AZ MK                             037 49 55.7
 KZ1756
 KZ1756|---------------------------------------------------------------------|
 KZ1756| PID    Reference Object                     Distance      Geod. Az  |
 KZ1756|                                                           dddmmss.s |
 KZ1756| CE6642 GOLDIE AZ MK                                       0370241.1 |
 KZ1756| CE6643 GOLDIE RM 1                          11.405 METERS 04117     |
 KZ1756| CE6644 GOLDIE RM 2                           9.416 METERS 21552     |
 KZ1756|---------------------------------------------------------------------|
 KZ1756
 KZ1756                          SUPERSEDED SURVEY CONTROL
 KZ1756
 KZ1756  NAD 83(1986)-  40 54 20.72669(N)    082 12 08.49469(W) AD(       ) 2
 KZ1756  NAD 27      -  40 54 20.52195(N)    082 12 08.92822(W) AD(       ) 2
 KZ1756
 KZ1756.Superseded values are not recommended for survey control.
 KZ1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1756.See file dsdata.txt to determine how the superseded data were derived.
 KZ1756
 KZ1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9873528991(NAD 83)
 KZ1756_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1756
 KZ1756  HISTORY     - Date     Condition        Report By
 KZ1756  HISTORY     - 1959     MONUMENTED       CGS
 KZ1756  HISTORY     - 1969     SEE DESCRIPTION  OHHD
 KZ1756  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KZ1756
 KZ1756                          STATION DESCRIPTION
 KZ1756
 KZ1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1756'THE STATION IS ABOUT 6-1/2 MILES NORTHEAST OF ASHLAND, 6-1/2 MILES
 KZ1756'SOUTHWEST OF WEST SALEM, 2-1/2
 KZ1756'MILES WEST OF REDHAW, IN THE SOUTHWEST QUARTER OF SECTION 32, T 23 N,
 KZ1756'R 15 W, IN JACKSON TOWNSHIP, ON THE
 KZ1756'SOUTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY 42.
 KZ1756'
 KZ1756'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 250 AND 42
 KZ1756'ABOUT 1.2 MILES EAST OF THE
 KZ1756'CENTER OF ASHLAND, GO NORTHEAST ON HIGHWAY 42 FOR 5.2 MILES TO A
 KZ1756'CROSSROAD AND JUNCTION WITH STATE
 KZ1756'HIGHWAY 89.  CONTINUE NORTHEAST ON HIGHWAY 42 FOR 0.6 MILE TO THE
 KZ1756'STATION ON THE RIGHT.  (CONTINUE STRAIGHT
 KZ1756'AHEAD ON HIGHWAY 42 FOR 0.4 MILE TO THE AZIMUTH
 KZ1756'MARK ON THE LEFT.)
 KZ1756'
 KZ1756'STATION MARKS ARE STANDARD DISKS STAMPED GOLDIE 1959.  THE SURFACE
 KZ1756'DISK IS SET IN A SQUARE
 KZ1756'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KZ1756'27 FEET SOUTHEAST OF THE
 KZ1756'CENTERLINE OF HIGHWAY 42, 5.5 FEET WEST OF A TELEPHONE POLE AND 2.5
 KZ1756'FEET NORTHWEST OF A
 KZ1756'SOUTHWEST-NORTHEAST FENCELINE.  A STANDARD METAL WITNESS POST WAS SET
 KZ1756'3.7 FEET SOUTH OF THE MARK.  THE
 KZ1756'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 KZ1756'30 INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1756'
 KZ1756'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GOLDIE NO 1 1959, IS
 KZ1756'SET IN A SQUARE CONCRETE
 KZ1756'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 32 FEET
 KZ1756'NORTHEAST OF THE TELEPHONE POLE, 29 FEET
 KZ1756'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 42 AND 1 FOOT
 KZ1756'NORTHWEST OF THE FENCELINE.
 KZ1756'
 KZ1756'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GOLDIE NO 2 1959, IS
 KZ1756'SET IN A SQUARE CONCRETE
 KZ1756'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 36 FEET
 KZ1756'SOUTHWEST OF THE TELEPHONE POLE, 28.5
 KZ1756'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 42 AND 1
 KZ1756'FOOT NORTHWEST OF THE FENCELINE.
 KZ1756'
 KZ1756'AZIMUTH MARK, A STANDARD DISK STAMPED GOLDIE 1959, IS SET IN A SQUARE
 KZ1756'CONCRETE POST WHICH
 KZ1756'PROJECTS 6 INCHES.  IT IS 83 FEET SOUTH OF THE SOUTH CORNER OF A
 KZ1756'HOUSE, 31.5 FEET NORTHWEST OF THE
 KZ1756'CENTERLINE OF HIGHWAY 42 AND 2.5 FEET SOUTHWEST OF A POWERLINE
 KZ1756'POLE.  A STANDARD METAL WITNESS POST WAS
 KZ1756'SET 2 FEET EAST OF THE MARK.
 KZ1756
 KZ1756                          STATION RECOVERY (1969)
 KZ1756
 KZ1756'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1969 (AEF)
 KZ1756'USC AND GS
 KZ1756'GOLDIE 1959 GOOD
 KZ1756'REF. MARK NO. 1 GOOD
 KZ1756'REF. MARK NO. 2 GOOD
 KZ1756'AZIMUTH GOOD
 KZ1756
 KZ1756                          STATION RECOVERY (1969)
 KZ1756
 KZ1756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KZ1756'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KZ1756'THE AZIMUTH MARK
 KZ1756'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 KZ1756'STATION WAS NOT OCCUPIED, HOWEVER,
 KZ1756'THE HORIZONTAL MEASURED DISTANCES
 KZ1756'BETWEEN THE STATION AND THE REFERENCE MARKS WERE
 KZ1756'VERIFIED.
 KZ1756'
 KZ1756'FOLLOWING IS A NEW AND MORE UP-TO-DATE DESCRIPTION.
 KZ1756'
 KZ1756'THE STATION IS LOCATED ALONG THE NORTHEAST RIGHT-OF-WAY OF U.S.
 KZ1756'HIGHWAY 42 ABOUT 6
 KZ1756'1/2 MILES NORTHEAST OF ASHLAND, 6-1/2 MILES SOUTHWEST OF
 KZ1756'WEST SALEM, AND 2-1/2 MILES WEST OF
 KZ1756'THE VILLAGE OF REDHAW.
 KZ1756'
 KZ1756'TO REACH THE STATION FROM THE NEW POST OFFICE IN ASHLAND, GO EASTERLY
 KZ1756'ON CLAIRMONT
 KZ1756'AVENUE FOR 0.25 OF A MILE TO THE JUNCTION WITH STATE
 KZ1756'ROUTE 250 (MAIN STREET).  HERE
 KZ1756'TURN RIGHT AND GO SOUTHEASTERLY ON STATE
 KZ1756'ROUTE 250 FOR 1.6 MILES TO THE INTERCHANGE
 KZ1756'OVERPASS AT THE INTERSECTION
 KZ1756'OF U.S. HIGHWAY 42.  HERE TURN LEFT AND GO NORTHEASTERLY ON
 KZ1756'U.S.  HIGHWAY
 KZ1756'42 FOR 5.2 MILES TO THE INTERSECTION WITH STATE ROUTE 89, CONTINUE
 KZ1756'NORTHEAST ON U.S. HIGHWAY
 KZ1756'42 FOR 0.6 OF A MILE TO THE STATION ON
 KZ1756'THE RIGHT AS DESCRIBED.
 KZ1756'
 KZ1756'THE STATION IS 140 FEET NORTH OF THE NORTH CORNER OF THE M. L.
 KZ1756'HOOTMAN
 KZ1756'CONSTRUCTION CO. BUILDING, 27 FEET SOUTHEAST OF THE APPROXIMATE
 KZ1756'CENTER OF U.S. HIGHWAY 42,
 KZ1756'5.5 FEET WEST OF A TELEPHONE POLE, 3.7 FEET
 KZ1756'NORTH OF A METAL WITNESS POST AND SIGN, AND 2
 KZ1756'FEET SOUTHWEST OF AN OLD
 KZ1756'FENCELINE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 KZ1756'SQUARE- FLUSH,
 KZ1756'CONCRETE MONUMENT AND THE DISK IS STAMPED GOLDIE 1959.  NOTES
 KZ1756'1A AND 7A.
 KZ1756'
 KZ1756'REFERENCE MARK NO. 1 IS 37.42 FEET NORTHEAST OF THE STATION, 32
 KZ1756'FEET NORTHEAST OF
 KZ1756'THE TELEPHONE POLE, 29 FEET SOUTHEAST OF THE APPROXIMATE
 KZ1756'CENTER OF U.S. HIGHWAY 42, AND IN
 KZ1756'THE OLD FENCE LINE.  IT IS A
 KZ1756'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 KZ1756'FLUSH, CONCRETE
 KZ1756'MONUMENT AND THE DISK IS STAMPED GOLDIE NO 1 1959.  NOTE 11A.
 KZ1756'
 KZ1756'REFERENCE MARK NO. 2 IS 30.89 FEET SOUTHWEST OF THE STATION, 119
 KZ1756'FEET NORTHEAST OF
 KZ1756'A GUYED POWERLINE BRACE POLE, 111 FEET NORTH-
 KZ1756'NORTHWEST OF THE NORTH CORNER OF THE
 KZ1756'HOOTMAN CO. BUILDING, 35 FEET SOUTHWEST
 KZ1756'OF THE TELEPHONE POLE, 29 FEET SOUTHEAST OF THE
 KZ1756'APPROXIMATE CENTER
 KZ1756'OF U.S. HIGHWAY 42, AND IN THE OLD FENCE LINE.  IT IS A STANDARD
 KZ1756'DISK SET IN THE
 KZ1756'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 KZ1756'DISK IS STAMPED GOLDIE NO 2
 KZ1756'1959.  NOTE 11A.
 KZ1756'
 KZ1756'DUE TO THE NEARNESS OF THE REFERENCE MARKS BEING IN A DIRECT LINE
 KZ1756'ACROSS THE STATION
 KZ1756'MARK, NO EFFORT WAS MADE TO MEASURE BETWEEN THEM.
 KZ1756'
 KZ1756'THE AZIMUTH IS ABOUT 0.4 OF A MILE NORTHEAST OF THE STATION, 83
 KZ1756'FEET SOUTH OF THE
 KZ1756'SOUTH CORNER OF A HOUSE, 32 FEET NORTHWEST OF THE
 KZ1756'APPROXIMATE CENTER OF U.S. HIGHWAY
 KZ1756'42, 25 FEET NORTH-NORTHEAST OF A
 KZ1756'6-INCH, SQUARE, CONCRETE RIGHT-OF-WAY MARKER POST, 21
 KZ1756'FEET SOUTHWEST OF
 KZ1756'THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 2.5 FEET SOUTHWEST OF
 KZ1756'POWERLINE
 KZ1756'TRANSFORMER POLE NO. 75DE55, AND 2.0 FEET WEST OF A METAL
 KZ1756'WITNESS POST AND SIGN.  IT
 KZ1756'IS A STANDARD DISK SET IN THE TOP OF A 12-
 KZ1756'INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS
 KZ1756'7 INCHES AND THE DISK IS
 KZ1756'STAMPED GOLDIE 1959.  NOTE 16A.
 KZ1756'
 KZ1756'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEAST ON
 KZ1756'U.S. HIGHWAY 42
 KZ1756'FOR 0.4 MILE TO THE MARK ON THE LEFT.
 KZ1756'
 KZ1756'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2.5 MILES
 KZ1756'WEST OF REDHAW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1890 ***********************************************************************
 KZ1890  DESIGNATION -  GOLDSBERRY
 KZ1890  PID         -  KZ1890
 KZ1890  STATE/COUNTY-  OH/LICKING
 KZ1890  USGS QUAD   -  FREDONIA (1984)
 KZ1890
 KZ1890                         *CURRENT SURVEY CONTROL
 KZ1890  ___________________________________________________________________
 KZ1890* NAD 83(1995)-  40 09 18.77694(N)    082 36 44.86060(W)     ADJUSTED  
 KZ1890* NAVD 88     -       404.95   (meters)    1328.6    (feet)  LEVELING  
 KZ1890  ___________________________________________________________________
 KZ1890  X           -     627,713.646 (meters)                     COMP
 KZ1890  Y           -  -4,841,371.156 (meters)                     COMP
 KZ1890  Z           -   4,091,412.157 (meters)                     COMP
 KZ1890  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 KZ1890  ELLIP HEIGHT-         370.88  (meters)          (10/07/05) GPS OBS
 KZ1890  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KZ1890
 KZ1890  HORZ ORDER  -  FIRST
 KZ1890  VERT ORDER  -  THIRD ?
 KZ1890  ELLP ORDER  -  FOURTH    CLASS II
 KZ1890
 KZ1890.The horizontal coordinates were established by GPS observations
 KZ1890.and adjusted by the National Geodetic Survey in February 1999..
 KZ1890
 KZ1890.The orthometric height was determined by differential leveling.
 KZ1890.The vertical network tie was performed by a horz. field party for horz.
 KZ1890.obs reductions. Reset procedures were used to establish the elevation.
 KZ1890
 KZ1890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1890
 KZ1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1890
 KZ1890.The ellipsoidal height was determined by GPS observations
 KZ1890.and is referenced to NAD 83.
 KZ1890
 KZ1890.The geoid height was determined by GEOID03.
 KZ1890
 KZ1890;                    North         East     Units Scale Factor Converg.
 KZ1890;SPC OH S     -   239,273.603   590,418.027   MT  1.00002639   -0 04 16.9
 KZ1890;UTM  17      - 4,446,231.212   362,669.847   MT  0.99983217   -1 02 23.9
 KZ1890
 KZ1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1890!SPC OH S     -   0.99994182  x   1.00002639  =   0.99996821
 KZ1890!UTM  17      -   0.99994182  x   0.99983217  =   0.99977400
 KZ1890
 KZ1890:                Primary Azimuth Mark                     Grid Az
 KZ1890:SPC OH S     -  COSHOCTON CABLE TV MAST                  088 07 35.6
 KZ1890:UTM  17      -  COSHOCTON CABLE TV MAST                  089 05 42.6
 KZ1890
 KZ1890|---------------------------------------------------------------------|
 KZ1890| PID    Reference Object                     Distance      Geod. Az  |
 KZ1890|                                                           dddmmss.s |
 KZ1890| KZ1864 COSHOCTON CABLE TV MAST             APPROX.20.1 KM 0880318.7 |
 KZ1890| KZ1888 NEW WAY                             APPROX. 2.1 KM 1041249.1 |
 KZ1890| CE6646 GOLDSBERRY RM 2                      51.728 METERS 23011     |
 KZ1890| KZ1891 JOHNSTOWN ATT MICROWAVE             135.553 METERS 29521     |
 KZ1890| CE6645 GOLDSBERRY RM 1                      26.365 METERS 34210     |
 KZ1890|---------------------------------------------------------------------|
 KZ1890
 KZ1890                          SUPERSEDED SURVEY CONTROL
 KZ1890
 KZ1890  ELLIP H (02/25/99)  370.90   (m)                       GP(       ) 4 2
 KZ1890  NAD 83(1995)-  40 09 18.77563(N)    082 36 44.85732(W) AD(       ) 1
 KZ1890  NAD 83(1986)-  40 09 18.78146(N)    082 36 44.86465(W) AD(       ) 1
 KZ1890  NAD 27      -  40 09 18.55398(N)    082 36 45.26423(W) AD(       ) 1
 KZ1890  NGVD 29 (07/19/86)  405.11   (m)         1329.1    (f) LEVELING    3  
 KZ1890
 KZ1890.Superseded values are not recommended for survey control.
 KZ1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1890.See file dsdata.txt to determine how the superseded data were derived.
 KZ1890
 KZ1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6267046231(NAD 83)
 KZ1890_MARKER: DD = SURVEY DISK
 KZ1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1890_STAMPING: GOLDSBERRY 1969
 KZ1890_MARK LOGO: USE   
 KZ1890_PROJECTION: FLUSH
 KZ1890_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1890+STABILITY: SURFACE MOTION
 KZ1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1890+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998
 KZ1890
 KZ1890  HISTORY     - Date     Condition        Report By
 KZ1890  HISTORY     - 1969     MONUMENTED       USE
 KZ1890  HISTORY     - 19980317 GOOD             GEOMET
 KZ1890
 KZ1890                          STATION DESCRIPTION
 KZ1890
 KZ1890'DESCRIBED BY US ENGINEERS 1969 (WOK)
 KZ1890'STATION IS ABOUT 4 MILES EAST OF JOHNSTOWN AND 5 MILES WEST OF
 KZ1890'FREDONIA, OHIO.
 KZ1890'
 KZ1890'IT IS LOCATED ON PROPERTY OWNED BY MR. MATTHEW (JOHN) GOLDSBERRY
 KZ1890'WHOSE HOME IS ABOUT 1/4 MILE EAST-NORTHEAST.  THE STATION IS ON A
 KZ1890'SMALL PROMINENT HILL ABOUT 500 FEET SOUTH OF COUNTY ROAD 16 AND
 KZ1890'100 FEET EAST OF A PAVED NORTH-SOUTH ROAD.
 KZ1890'
 KZ1890'TO REACH FROM JOHNSTOWN, OHIO AT THE JUNCTION OF U.S. HIGHWAY 62 AND
 KZ1890'STATE HIGHWAY 37 ON THE CORNER OF THE COURT HOUSE SQUARE, GO
 KZ1890'NORTHEAST ON U.S. HIGHWAY 62 FOR 0.7 MILE TO A ROAD FORK.  TAKE RIGHT
 KZ1890'FORK AND GO EAST FOR 3.2 MILES TO CROSSROADS.
 KZ1890'
 KZ1890'(JOHNSTOWN, AT AND T TOWER IS ON THE RIGHT).  TURN RIGHT, SOUTH, AT
 KZ1890'CROSSROADS FOR 0.1 MILE TO A BOARD GATE ON THE LEFT.  PASS THROUGH
 KZ1890'GATE AND GO NORTH AND NORTHEAST FOR ABOUT 200 FEET TO THE TOP OF
 KZ1890'KNOLL AND STATION SITE.
 KZ1890'
 KZ1890'STATION MARK IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED
 KZ1890'GOLDSBERRY 1969 USATOPOCOM AND IS SET IN TOP OF A 1.3 FOOT SQUARE
 KZ1890'CONCRETE MONUMENT WHICH IS SET 1.2 FEET BELOW GROUND SURFACE.  A
 KZ1890'SUB-SURFACE DISK IS SET IN TOP OF A BLOCK OF CONCRETE SET ABOUT 4
 KZ1890'1/2 FEET BELOW GROUND SURFACE AND IS STAMPED THE SAME AS THE SURFACE
 KZ1890'MARK.  64.6 FEET EAST OF A NORTH-SOUTH FENCELINE, 100.0 FEET
 KZ1890'EAST OF CENTERLINE OF NORTH-SOUTH PAVED ROAD, 193.2 FEET
 KZ1890'SOUTH-SOUTHEAST CORNER OF BUILDING AND 205 FEET NORTH OF WOODS
 KZ1890'LINE.
 KZ1890'
 KZ1890'REFERENCE MARK 1 IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED
 KZ1890'GOLDSBERRY NO 1 1969 USATOPOCOM AND IS SET IN TOP OF A 1 FOOT
 KZ1890'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 KZ1890'IT IS 2.9 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, 1.0 FEET
 KZ1890'EAST OF A NORTH-SOUTH FENCELINE AND 36.3 FEET EAST OF CENTERLINE
 KZ1890'OF NORTH-SOUTH PAVED ROAD.
 KZ1890'
 KZ1890'REFERENCE MARK 2 IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED
 KZ1890'GOLDSBERRY NO 2 1969 USATOPOCOM AND IS SET IN TOP OF A 1 FOOT SQUARE
 KZ1890'CONCRETE MONUMENT WHICH IS FLUSH WITH GROUND SURFACE.  IT IS 2.0
 KZ1890'FEET SOUTHEAST OF FENCE CORNER, 34.5 FEET SOUTH-SOUTHWEST OF
 KZ1890'SOUTHWEST CORNER OF BUILDING AND 36.3 FEET EAST OF CENTERLINE OF
 KZ1890'NORTH-SOUTH PAVED ROAD.
 KZ1890'
 KZ1890'AZIMUTH MARK--TRIANGULATION STATION NEW WAY 1933
 KZ1890'WAS USED.
 KZ1890'
 KZ1890'GOLDSBERRY ASTRO ECC. IS A 1/4 INCH BOLT SET IN A BLOCK OF CONCRETE
 KZ1890'AND IS 0.4 FOOT BELOW GROUND SURFACE.  IT IS 39.08 FEET EAST OF
 KZ1890'STATION GOLDSBERRY 1969 USATOPOCOM.
 KZ1890'
 KZ1890'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE BASE OF
 KZ1890'JOHNSTOWN, AT AND T TOWER AND IT IS 437.30 FT. OR 133.30 M.
 KZ1890'WEST-NORTHWEST OF STATION GOLDSBERRY.
 KZ1890'
 KZ1890'HEIGHT OF PLATE LIGHT ABOVE STATION MARK 26.6 METERS.
 KZ1890
 KZ1890                          STATION RECOVERY (1998)
 KZ1890
 KZ1890'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 KZ1890'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3138 ***********************************************************************
 JZ3138  DESIGNATION -  GOLF
 JZ3138  PID         -  JZ3138
 JZ3138  STATE/COUNTY-  OH/HAMILTON
 JZ3138  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3138
 JZ3138                         *CURRENT SURVEY CONTROL
 JZ3138  ___________________________________________________________________
 JZ3138* NAD 83(1995)-  39 09 28.49025(N)    084 28 33.84737(W)     ADJUSTED  
 JZ3138* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 JZ3138  ___________________________________________________________________
 JZ3138  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 JZ3138  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ3138
 JZ3138  HORZ ORDER  -  SECOND
 JZ3138
 JZ3138.The horizontal coordinates were established by classical geodetic methods
 JZ3138.and adjusted by the National Geodetic Survey in April 1998..
 JZ3138
 JZ3138.The orthometric height was scaled from a topographic map.
 JZ3138
 JZ3138.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3138
 JZ3138.The geoid height was determined by GEOID03.
 JZ3138
 JZ3138;                    North         East     Units Scale Factor Converg.
 JZ3138;SPC OH S     -   130,412.301   429,224.678   MT  0.99994368   -1 15 13.9
 JZ3138;UTM  16      - 4,337,334.883   718,079.441   MT  1.00018563   +1 35 39.8
 JZ3138
 JZ3138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3138!SPC OH S     -   0.99997336  x   0.99994368  =   0.99991705
 JZ3138!UTM  16      -   0.99997336  x   1.00018563  =   1.00015899
 JZ3138
 JZ3138|---------------------------------------------------------------------|
 JZ3138| PID    Reference Object                     Distance      Geod. Az  |
 JZ3138|                                                           dddmmss.s |
 JZ3138| CC9231 GOLF RM 1                            22.997 METERS 14936     |
 JZ3138| CC9232 GOLF RM 2                            38.618 METERS 24724     |
 JZ3138| JZ3134 CINCINNATI V C FERTILIZER TK        APPROX. 2.5 KM 3361459.0 |
 JZ3138| CC9230 GOLF AZ MK                                         3593132.8 |
 JZ3138|---------------------------------------------------------------------|
 JZ3138
 JZ3138                          SUPERSEDED SURVEY CONTROL
 JZ3138
 JZ3138  NAD 83(1995)-  39 09 28.49646(N)    084 28 33.85472(W) AD(       ) 2
 JZ3138  NAD 83(1986)-  39 09 28.49386(N)    084 28 33.85772(W) AD(       ) 2
 JZ3138  NAD 27      -  39 09 28.27900(N)    084 28 34.06500(W) AD(       ) 2
 JZ3138
 JZ3138.Superseded values are not recommended for survey control.
 JZ3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3138.See file dsdata.txt to determine how the superseded data were derived.
 JZ3138
 JZ3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1807937335(NAD 83)
 JZ3138_MARKER: DS = TRIANGULATION STATION DISK
 JZ3138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3138
 JZ3138  HISTORY     - Date     Condition        Report By
 JZ3138  HISTORY     - 1947     MONUMENTED       CGS
 JZ3138  HISTORY     - 1961     GOOD             CGS
 JZ3138  HISTORY     - 1976     SEE DESCRIPTION  NGS
 JZ3138
 JZ3138                          STATION DESCRIPTION
 JZ3138
 JZ3138'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3138'STATION IS LOCATED AT THE NORTH END OF THE PARKING AREA FOR
 JZ3138'AUTOMOBILES AT THE AVON FIELDS MUNICIPAL GOLF COURSE ABOUT 1/4 MILE
 JZ3138'NORTHEAST OF THE INTERSECTION OF READING ROAD AND PADDOCK ROAD IN THE
 JZ3138'NORTH PART OF THE CITY OF CINCINNATI ABOUT 150 YARDS EAST OF THE
 JZ3138'AVON FIELDS CLUB HOUSE, 146 FEET NORTHWEST OF THE WEST CURB OF
 JZ3138'READING ROAD AND 4.7 FEET NORTH OF THE NORTH CORNER OF IRON PIPE
 JZ3138'RAILING AROUND THE PARKING LOT. THE MARK IS FLUSH WITH THE GROUND AND
 JZ3138'THE DISC IS STAMPED GOLF 1947.
 JZ3138'
 JZ3138'REFERENCE MARK NO. 1 IS 75.45 FEET SOUTHEAST OF THE STATION, 40 FEET
 JZ3138'NORTHWEST OF THE WEST CURB OF READING ROAD AND 2 FEET NORTHEAST OF
 JZ3138'IRON PIPE RAILING. THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS
 JZ3138'STAMPED GOLF NO 1 1947.
 JZ3138'
 JZ3138'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION 126.70 FEET AND 3.5
 JZ3138'FEET NORTH OF THE WEST CORNER OF IRON PIPE AROUND PARKING LOT. THE
 JZ3138'MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED GOLF NO. 2
 JZ3138'1947.
 JZ3138'
 JZ3138'THE AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION, 100 YARDS NORTH OF
 JZ3138'THE CARETAKERS HOUSE FOR THE GOLF COURSE, 50 FEET SOUTH OF RESIDENCE
 JZ3138'AT 1265 PADDOCK ROAD, 16 FEET WEST OF AN OPENING IN THE HEDGE ALONG
 JZ3138'THE NORTH SIDE OF AVON FIELDS MUNICIPAL GOLF COURSE AND 1 FOOT
 JZ3138'SOUTH OF HEDGE. THE MARK IS FLUSH WITH THE GROUND THE DISC IS STAMPED
 JZ3138'GOLF 1947.
 JZ3138'
 JZ3138'TO REACH THE STATION FROM THE INTERSECTION OF READING ROAD AND
 JZ3138'PADDOCK ROAD IN THE NORTH PART OF CINCINNATI, GO NORTHEAST
 JZ3138'ON READING ROAD FOR 0.25 MILE TO THE PARKING LOT FOR THE AVON FIELDS
 JZ3138'MUNICIPAL GOLF COURSE ON THE LEFT AND THE STATION.
 JZ3138'
 JZ3138'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHWEST ON READING ROAD
 JZ3138'FOR 0.25 MILE TO PADDOCK ROAD. TURN RIGHT AND GO NORTH ON PADDOCK
 JZ3138'ROAD FOR 0.45 MILE TO TRACK ROAD RIGHT ACROSS GOLF COURSE. TURN RIGHT
 JZ3138'ON TRACK ROAD AND GO NORTHEAST ACROSS GOLF COURSE FOR 0.25 MILE TO
 JZ3138'THE CARETAKERS HOUSE AND THE AZIMUTH MARK.
 JZ3138'
 JZ3138'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JZ3138
 JZ3138                          STATION RECOVERY (1961)
 JZ3138
 JZ3138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CWM)
 JZ3138'THE STATION, REFERENCE MARKS, AND AZIMUTH MARKS WERE RECOVERED.
 JZ3138'THE STATION, RM 2, AND AZIMUTH MARKS ARE IN GOOD CONDITION.  THE
 JZ3138'DISK IS DEFACED ON RM 1.  THE AZIMUTH MARK IS NOW 4 FEET SOUTH OF
 JZ3138'HEDGE AND 14 FEET WEST OF THE BREAK IN HEDGE.
 JZ3138
 JZ3138                          STATION RECOVERY (1976)
 JZ3138
 JZ3138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JZ3138'THE AZIMUTH MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 JZ3138'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO HAVE BEEN
 JZ3138'DESTROYED BY WORK ON PARKING LOT.  THE SURFACE STATION MARK WAS
 JZ3138'FOUND AFTER A LONG SEARCH AND A LOT OF DIGGING.  IT WAS FOUND
 JZ3138'TILTED OVER, DIRECTLY UNDER A CORNER POST OF AN 8 FOOT HIGH WOVEN
 JZ3138'WIRE FENCE AROUND GOLF COURSE.  THE STATION COULD NOT BE
 JZ3138'ESTABLISHED FROM THE REFERENCE MARK AND AZIMUTH MARK DUE TO THE
 JZ3138'HIGH FENCE.  IF THIS STATION IS REALLY NEEDED THE FENCE CORNER
 JZ3138'COULD BE REMOVED AND PERHAPS THE UNDERGROUND STATION MARK
 JZ3138'COULD BE FOUND.
 JZ3138'
 JZ3138'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CINCINNATI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1748 ***********************************************************************
 MC1748  DESIGNATION -  GOLF
 MC1748  PID         -  MC1748
 MC1748  STATE/COUNTY-  OH/LUCAS
 MC1748  USGS QUAD   -  ROSSFORD (1980)
 MC1748
 MC1748                         *CURRENT SURVEY CONTROL
 MC1748  ___________________________________________________________________
 MC1748* NAD 83(1995)-  41 35 39.51449(N)    083 35 56.83995(W)     ADJUSTED  
 MC1748* NAVD 88     -       190.2    (meters)     624.     (feet)  GPS OBS   
 MC1748  ___________________________________________________________________
 MC1748  X           -     532,576.194 (meters)                     COMP
 MC1748  Y           -  -4,747,367.166 (meters)                     COMP
 MC1748  Z           -   4,212,114.276 (meters)                     COMP
 MC1748  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 MC1748  ELLIP HEIGHT-         154.91  (meters)          (10/07/05) GPS OBS
 MC1748  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC1748
 MC1748  HORZ ORDER  -  FIRST
 MC1748  ELLP ORDER  -  FOURTH    CLASS I
 MC1748
 MC1748.The horizontal coordinates were established by GPS observations
 MC1748.and adjusted by the National Geodetic Survey in April 1998..
 MC1748
 MC1748.The orthometric height was determined by GPS observations and a
 MC1748.high-resolution geoid model.
 MC1748
 MC1748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1748
 MC1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1748
 MC1748.The ellipsoidal height was determined by GPS observations
 MC1748.and is referenced to NAD 83.
 MC1748
 MC1748.The geoid height was determined by GEOID03.
 MC1748
 MC1748;                    North         East     Units Scale Factor Converg.
 MC1748;SPC OH N     -   214,639.136   508,364.910   MT  0.99998133   -0 43 19.4
 MC1748;UTM  17      - 4,607,997.430   283,376.127   MT  1.00017751   -1 43 34.0
 MC1748
 MC1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1748!SPC OH N     -   0.99997570  x   0.99998133  =   0.99995703
 MC1748!UTM  17      -   0.99997570  x   1.00017751  =   1.00015321
 MC1748
 MC1748                          SUPERSEDED SURVEY CONTROL
 MC1748
 MC1748  ELLIP H (04/01/98)  154.97   (m)                       GP(       ) 4 1
 MC1748  NAD 83(1995)-  41 35 39.51443(N)    083 35 56.83985(W) AD(       ) 1
 MC1748  NAD 83(1986)-  41 35 39.52533(N)    083 35 56.85365(W) AD(       ) 1
 MC1748
 MC1748.Superseded values are not recommended for survey control.
 MC1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1748.See file dsdata.txt to determine how the superseded data were derived.
 MC1748
 MC1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8337607997(NAD 83)
 MC1748_MARKER: DD = SURVEY DISK
 MC1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1748_SP_SET: CONCRETE POST
 MC1748_STAMPING: GOLF 1993
 MC1748_MARK LOGO: OH-095
 MC1748_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1748+STABILITY: SURFACE MOTION
 MC1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1748+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1748
 MC1748  HISTORY     - Date     Condition        Report By
 MC1748  HISTORY     - 1993     MONUMENTED       OH-095
 MC1748
 MC1748                          STATION DESCRIPTION
 MC1748
 MC1748'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1748'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO IN THE CITY OF TOLEDO.
 MC1748'TO REACH THE STATION FROM THE INTERSECTION OF DETROIT AVENUE AND RIVER
 MC1748'ROAD PROCEED NORTHEAST ALONG RIVER ROAD 1.85 MILES TO THE TOLEDO
 MC1748'COUNTRY CLUB PRO SHOP AND THE STATION ON THE LEFT.
 MC1748'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1748'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND
 MC1748'SURFACE AND IS STAMPED --GOLF 1993--.
 MC1748'THE STATION IS 81.5 FEET SOUTHEAST FROM THE WEST CORNER OF A CONCRETE
 MC1748'PORCH TO TOLEDO COUNTRY CLUB PRO SHOP, 93.3 FEET NORTHWEST FROM A
 MC1748'NAIL AND SHINER IN A POWER POLE LOCATED EAST OF THE PRO SHOP,
 MC1748'APPROXIMATELY 100 FEET NORTHWEST FROM THE CENTERLINE OF RIVER ROAD,
 MC1748'AND 87.1 FEET NORTH FROM A NAIL AND SHINER IN A POWER POLE LOCATED
 MC1748'SOUTHEAST OF THE PRO SHOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2106 ***********************************************************************
 MB2106  DESIGNATION -  GONE AWRY
 MB2106  PID         -  MB2106
 MB2106  STATE/COUNTY-  OH/ASHTABULA
 MB2106  USGS QUAD   -  ASHTABULA NORTH (1988)
 MB2106
 MB2106                         *CURRENT SURVEY CONTROL
 MB2106  ___________________________________________________________________
 MB2106* NAD 83(1995)-  41 54 47.93173(N)    080 46 47.14006(W)     ADJUSTED  
 MB2106* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 MB2106  ___________________________________________________________________
 MB2106  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 MB2106  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 MB2106
 MB2106  HORZ ORDER  -  SECOND
 MB2106
 MB2106.The horizontal coordinates were established by classical geodetic methods
 MB2106.and adjusted by the National Geodetic Survey in April 1998..
 MB2106
 MB2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2106
 MB2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2106
 MB2106.The geoid height was determined by GEOID03.
 MB2106
 MB2106;                    North         East     Units Scale Factor Converg.
 MB2106;SPC OH N     -   250,901.031   742,713.984   MT  1.00004812   +1 07 48.4
 MB2106;UTM  17      - 4,640,175.141   518,264.399   MT  0.99960410   +0 08 49.6
 MB2106
 MB2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2106!SPC OH N     -   0.99997786  x   1.00004812  =   1.00002598
 MB2106!UTM  17      -   0.99997786  x   0.99960410  =   0.99958197
 MB2106
 MB2106:                Primary Azimuth Mark                     Grid Az
 MB2106:SPC OH N     -  ASHTABULA 210                            301 45 04.5
 MB2106:UTM  17      -  ASHTABULA 210                            302 44 03.3
 MB2106
 MB2106|---------------------------------------------------------------------|
 MB2106| PID    Reference Object                     Distance      Geod. Az  |
 MB2106|                                                           dddmmss.s |
 MB2106| MB2097 ASHTABULA 210                       APPROX. 1.1 KM 3025252.9 |
 MB2106|---------------------------------------------------------------------|
 MB2106
 MB2106                          SUPERSEDED SURVEY CONTROL
 MB2106
 MB2106  NAD 83(1986)-  41 54 47.93501(N)    080 46 47.14210(W) AD(       ) 2
 MB2106  NAD 27      -  41 54 47.75121(N)    080 46 47.82853(W) AD(       ) 2
 MB2106  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 MB2106
 MB2106.Superseded values are not recommended for survey control.
 MB2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2106.See file dsdata.txt to determine how the superseded data were derived.
 MB2106
 MB2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG1826440175(NAD 83)
 MB2106_MARKER: DD = SURVEY DISK
 MB2106_SETTING: 0 = UNSPECIFIED SETTING
 MB2106
 MB2106  HISTORY     - Date     Condition        Report By
 MB2106  HISTORY     - 1974     MONUMENTED       USLS
 MB2106  HISTORY     - 19931028 MARK NOT FOUND   OHDT
 MB2106  HISTORY     - 19960707 MARK NOT FOUND   USPSQD
 MB2106
 MB2106                          STATION DESCRIPTION
 MB2106
 MB2106'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2106'THIRD ORDER, CLASS II EODM TRAVERSE STATION - POSITIONED DIRECT BY
 MB2106'RANGE/AZIMUTH OBSERVED FROM ASHTABULA LSC 1974
 MB2106'
 MB2106'THE STATION IS LOCATED ON THE EXTREME SOUTH END OF THE EAST
 MB2106'BREAKWATER OF ASHTABULA HARBOR, ASHTABULA, OHIO.
 MB2106'
 MB2106'STATION IS ACCESSIBLE BY BOAT ONLY, AS THE BREAKWATER IS
 MB2106'DETACHED.  LAND ON THE SOUTH END OF THE EAST BREAKWATER NEAR THE
 MB2106'EAST BREAKWATER SOUTH END LIGHT (FIW).  THE STATION IS SITUATED ON
 MB2106'THE WESTERLY OF TWO CONCRETE BLOCKS IMMEDIATELY SOUTH OF THE
 MB2106'CONCRETE BLOCK HOUSING THE LIGHT STRUCTURE.
 MB2106'
 MB2106'THE MARK IS A BLANK BRONZE DISK STAMPED GONE-AWRY LSC HYDRO
 MB2106'1974.  EPOXIED INTO THE ROUGH CONCRETE BLOCK HAVING DIMENSIONS OF
 MB2106'APPROXIMATELY 9.5 FEET BY 4.8 FEET.  STATION IS LOCATED 6.87 FEET
 MB2106'SOUTHWEST OF THE LIGHT.
 MB2106'
 MB2106'NO REFERENCE MARKS WERE SET.  EXCELLENT VISIBILITY IS AFFORDED
 MB2106'TO ALL POINTS SEAWARD AND ALONG THE COAST.
 MB2106
 MB2106                          STATION RECOVERY (1993)
 MB2106
 MB2106'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2106'MARK NOT FOUND.
 MB2106
 MB2106                          STATION RECOVERY (1996)
 MB2106
 MB2106'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1863 ***********************************************************************
 KZ1863  DESIGNATION -  GOOD
 KZ1863  PID         -  KZ1863
 KZ1863  STATE/COUNTY-  OH/LICKING
 KZ1863  USGS QUAD   -  UTICA (1974)
 KZ1863
 KZ1863                         *CURRENT SURVEY CONTROL
 KZ1863  ___________________________________________________________________
 KZ1863* NAD 83(1995)-  40 08 44.21065(N)    082 29 09.69957(W)     ADJUSTED  
 KZ1863* NAVD 88     -       369.8    (meters)    1213.     (feet)  VERTCON   
 KZ1863  ___________________________________________________________________
 KZ1863  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KZ1863  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KZ1863
 KZ1863  HORZ ORDER  -  FIRST
 KZ1863
 KZ1863.The horizontal coordinates were established by classical geodetic methods
 KZ1863.and adjusted by the National Geodetic Survey in April 1998..
 KZ1863
 KZ1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1863
 KZ1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1863
 KZ1863.The geoid height was determined by GEOID03.
 KZ1863
 KZ1863;                    North         East     Units Scale Factor Converg.
 KZ1863;SPC OH S     -   238,201.547   601,190.643   MT  1.00002415   +0 00 31.9
 KZ1863;UTM  17      - 4,444,977.609   373,420.551   MT  0.99979724   -0 57 29.6
 KZ1863
 KZ1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1863!SPC OH S     -   0.99994732  x   1.00002415  =   0.99997146
 KZ1863!UTM  17      -   0.99994732  x   0.99979724  =   0.99974457
 KZ1863
 KZ1863:                Primary Azimuth Mark                     Grid Az
 KZ1863:SPC OH S     -  COSHOCTON CABLE TV MAST                  079 29 47.0
 KZ1863:UTM  17      -  COSHOCTON CABLE TV MAST                  080 27 48.5
 KZ1863
 KZ1863|---------------------------------------------------------------------|
 KZ1863| PID    Reference Object                     Distance      Geod. Az  |
 KZ1863|                                                           dddmmss.s |
 KZ1863| KZ1864 COSHOCTON CABLE TV MAST             APPROX. 9.5 KM 0793018.9 |
 KZ1863| CE6647 GOOD AZ MK                                         1580557.5 |
 KZ1863| KZ1862 GOOD RM A                            30.109 METERS 16200     |
 KZ1863| KZ1891 JOHNSTOWN ATT MICROWAVE             APPROX.11.0 KM 2755555.8 |
 KZ1863| CE6648 GOOD RM 1                            40.765 METERS 28404     |
 KZ1863|---------------------------------------------------------------------|
 KZ1863
 KZ1863                          SUPERSEDED SURVEY CONTROL
 KZ1863
 KZ1863  NAD 83(1986)-  40 08 44.21684(N)    082 29 09.70785(W) AD(       ) 1
 KZ1863  NAD 27      -  40 08 43.98474(N)    082 29 10.13214(W) AD(       ) 1
 KZ1863  NGVD 29 (07/19/86)  370.0    (m)         1214.     (f) VERT ANG       
 KZ1863
 KZ1863.Superseded values are not recommended for survey control.
 KZ1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1863.See file dsdata.txt to determine how the superseded data were derived.
 KZ1863
 KZ1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7342144978(NAD 83)
 KZ1863_MARKER: DD = SURVEY DISK
 KZ1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1863
 KZ1863  HISTORY     - Date     Condition        Report By
 KZ1863  HISTORY     - 1969     MONUMENTED       USE
 KZ1863
 KZ1863                          STATION DESCRIPTION
 KZ1863
 KZ1863'DESCRIBED BY US ENGINEERS 1969 (WCK)
 KZ1863'STATION IS ABOUT 8 MILES NORTHWEST OF NEWARK AND 3 MILES EAST OF
 KZ1863'FREDONIA, OHIO.
 KZ1863'
 KZ1863'IT IS LOCATED ON PROPERTY OWNED BY MR. D. E. GOOD WHO LIVES IN THE
 KZ1863'HOUSE WEST OF THE STATION.  THE STATION IS ON THE HIGHEST RIDGE IN
 KZ1863'THE VICINITY AND IS JUST SOUTH OF COUNTY ROAD 16.
 KZ1863'
 KZ1863'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND MAIN STREET IN
 KZ1863'NEWARK, OHIO, GO NORTH ON STATE HIGHWAY 13 FOR 5.0 MILES TO A SIDE
 KZ1863'ROAD LEFT, COUNTY ROAD 16.  TURN LEFT, WEST, ON COUNTY ROAD 16 FOR
 KZ1863'0.4 MILE TO A CROSSROAD, STATE HIGHWAY 657.  CONTINUE STRAIGHT,
 KZ1863'WEST, ON COUNTY ROAD 16 FOR 2.9 MILES TO A GRAVEL ROAD TO THE LEFT.
 KZ1863'(THE AZIMUTH MARK IS 0.15 MILE SOUTH ON THIS SIDE ON THIS SIDE
 KZ1863'ROAD, ATOP A CUT ON THE LEFT).  CONTINUE STRAIGHT, WEST, ON COUNTY
 KZ1863'ROAD 16 FOR 0.05 MILE TO A FENCED PASTURE AREA AND STATION SITE ON
 KZ1863'THE LEFT.
 KZ1863'
 KZ1863'STATION MARK IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED GOOD
 KZ1863'1969 USATOPOCOM AND IS SET IN TOP OF A 1 FOOT SQUARE CONCRETE
 KZ1863'MONUMENT.  IT IS FLUSH WITH GROUND SURFACE.  A SUB-SURFACE DISK IS
 KZ1863'SET IN TOP OF A BLOCK OF CONCRETE SET ABOUT 3 FEET BELOW GROUND
 KZ1863'SURFACE AND IS STAMPED THE SAME AS THE SURFACE MARK.  IT IS 25.0
 KZ1863'FEET SOUTHEAST OF POWER POLE NO. 385/52, 28.6 FEET SOUTHEAST OF
 KZ1863'FENCE CORNER, 49.7 FEET SOUTH OF COUNTY ROAD 16 AND 72.6 FEET
 KZ1863'EAST-NORTHEAST OF NORTHEAST CORNER OF HOUSE.
 KZ1863'
 KZ1863'REFERENCE MARK 1 IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED
 KZ1863'GOOD RM 1 1969 USATOPOCOM AND IS SET IN TOP OF A 1 FOOT SQUARE
 KZ1863'CONCRETE MONUMENT WHICH IS FLUSH WITH GROUND SURFACE.  IT IS 26.0
 KZ1863'FEET SOUTH OF CENTERLINE OF COUNTY ROAD 16, 12.0 FEET WEST OF
 KZ1863'CENTERLINE OF DRIVEWAY OF MR. D. E. GOOD, 3.4 FEET SOUTH OF FENCE
 KZ1863'CORNER, 1.0 FEET EAST OF FENCE AND 56.4 FEET NORTH-NORTHWEST OF
 KZ1863'NORTHWEST CORNER OF HOUSE.
 KZ1863'
 KZ1863'GOOD RM A IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED GOOD RM A
 KZ1863'1969 USATOPOCOM AND IS SET IN TOP OF A 1 FOOT SQUARE CONCRETE
 KZ1863'MONUMENT.  IT IS FLUSH WITH GROUND SURFACE.  A SUB-SURFACE DISK IS
 KZ1863'SET IN TOP OF A BLOCK OF CONCRETE SET ABOUT 3 FEET BELOW GROUND
 KZ1863'SURFACE AND IS STAMPED THE SAME AS THE SURFACE MARK.  IT IS 13.0
 KZ1863'FEET WEST OF A NORTH-SOUTH FENCELINE, 53.9 FEET EAST OF FENCE CORNER
 KZ1863'AND 116.3 FEET SOUTH OF A NORTHWEST FENCE CORNER POST.  A TRAVERSE
 KZ1863'CONNECTION WAS MADE TO THIS STATION AND IT IS 98.79 FEET
 KZ1863'SOUTH-SOUTHEAST OF GOOD 1969 USATOPOCOM.
 KZ1863'
 KZ1863'AZIMUTH MARK IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED GOOD AZ
 KZ1863'1969 USATOPOCOM AND IS SET IN TOP OF A 1 FOOT SQUARE CONCRETE
 KZ1863'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.8 FEET
 KZ1863'SOUTH OF A METAL WITNESS POST, 0.8 FOOT WEST OF A NORTH-SOUTH
 KZ1863'FENCELINE AND 23.5 FEET EAST OF CENTERLINE OF GRAVEL ROAD.
 KZ1863'
 KZ1863'HEIGHT OF PLATE LIGHT ABOVE STATION MARK 22.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1862 ***********************************************************************
 KZ1862  DESIGNATION -  GOOD RM A
 KZ1862  PID         -  KZ1862
 KZ1862  STATE/COUNTY-  OH/LICKING
 KZ1862  USGS QUAD   -  UTICA (1974)
 KZ1862
 KZ1862                         *CURRENT SURVEY CONTROL
 KZ1862  ___________________________________________________________________
 KZ1862* NAD 83(1995)-  40 08 43.28225(N)    082 29 09.30643(W)     ADJUSTED  
 KZ1862* NAVD 88     -       369.0    (meters)    1211.     (feet)  VERTCON   
 KZ1862  ___________________________________________________________________
 KZ1862  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KZ1862  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KZ1862
 KZ1862  HORZ ORDER  -  FIRST
 KZ1862
 KZ1862.The horizontal coordinates were established by classical geodetic methods
 KZ1862.and adjusted by the National Geodetic Survey in April 1998..
 KZ1862
 KZ1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1862
 KZ1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1862
 KZ1862.The geoid height was determined by GEOID03.
 KZ1862
 KZ1862;                    North         East     Units Scale Factor Converg.
 KZ1862;SPC OH S     -   238,172.913   601,199.953   MT  1.00002409   +0 00 32.2
 KZ1862;UTM  17      - 4,444,948.828   373,429.375   MT  0.99979721   -0 57 29.3
 KZ1862
 KZ1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1862!SPC OH S     -   0.99994744  x   1.00002409  =   0.99997153
 KZ1862!UTM  17      -   0.99994744  x   0.99979721  =   0.99974466
 KZ1862
 KZ1862:                Primary Azimuth Mark                     Grid Az
 KZ1862:SPC OH S     -  COSHOCTON CABLE TV MAST                  079 18 57.6
 KZ1862:UTM  17      -  COSHOCTON CABLE TV MAST                  080 16 59.1
 KZ1862
 KZ1862|---------------------------------------------------------------------|
 KZ1862| PID    Reference Object                     Distance      Geod. Az  |
 KZ1862|                                                           dddmmss.s |
 KZ1862| KZ1864 COSHOCTON CABLE TV MAST             APPROX. 9.5 KM 0791929.8 |
 KZ1862| KZ1890 GOLDSBERRY                          APPROX.10.8 KM 2755018.7 |
 KZ1862| KZ1891 JOHNSTOWN ATT MICROWAVE             APPROX.11.0 KM 2760433.7 |
 KZ1862| KZ1863 GOOD                                 30.109 METERS 34200     |
 KZ1862|---------------------------------------------------------------------|
 KZ1862
 KZ1862                          SUPERSEDED SURVEY CONTROL
 KZ1862
 KZ1862  NAD 83(1986)-  40 08 43.28829(N)    082 29 09.31464(W) AD(       ) 1
 KZ1862  NAD 27      -  40 08 43.05633(N)    082 29 09.73904(W) AD(       ) 1
 KZ1862  NGVD 29 (07/19/86)  369.2    (m)         1211.     (f) VERT ANG       
 KZ1862
 KZ1862.Superseded values are not recommended for survey control.
 KZ1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1862.See file dsdata.txt to determine how the superseded data were derived.
 KZ1862
 KZ1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7342944949(NAD 83)
 KZ1862_MARKER: DD = SURVEY DISK
 KZ1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1862_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1862_STAMPING: GOOD RMA 1969 USATOPOCOM
 KZ1862_MARK LOGO: USE   
 KZ1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1862+STABILITY: SURFACE MOTION
 KZ1862
 KZ1862  HISTORY     - Date     Condition        Report By
 KZ1862  HISTORY     - 1969     MONUMENTED       USE
 KZ1862
 KZ1862                          STATION DESCRIPTION
 KZ1862
 KZ1862'DESCRIBED BY US ENGINEERS 1969 (WOK)
 KZ1862'THE RM A IS LOCATED AT THE SAME SITE AND ON THE SAME PROPERTY AS
 KZ1862'TRIANGULATION STATION GOOD TPC.
 KZ1862'
 KZ1862'A U.S. ARMY, CORPS OF ENGINEERS DISK, STAMPED GOOD RMA 1969
 KZ1862'USATOPOCOM, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 KZ1862'PROJECTS 0.2 FEET.  THE MARK IS 142 FEET SOUTH OF THE APPROXIMATE
 KZ1862'CENTER OF AN EAST-WEST SURFACE ROAD, 13.0 FEET WEST OF A
 KZ1862'NORTH-SOUTH FENCELINE, 110.8 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 KZ1862'CORNER OF A HOUSE, 53.9 FEET EAST OF A SOUTHEAST FENCE CORNER
 KZ1862'POST AND 116.3 FEET SOUTH OF A NORTHWEST FENCE CORNER POST.
 KZ1862'
 KZ1862'A FIRST ORDER TRAVERSE CONNECTION WAS TO TRIANGULATION STATION
 KZ1862'GOOD TPC.
 KZ1862'
 KZ1862'NOTE--A SUB-SURFACE MARK WAS SET ABOUT 3 FEET BELOW THE SURFACE AND
 KZ1862'IS STAMPED THE SAME AS THE SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2031 ***********************************************************************
 JX2031  DESIGNATION -  GOODWIN
 JX2031  PID         -  JX2031
 JX2031  STATE/COUNTY-  OH/MONROE
 JX2031  USGS QUAD   -  ROUND BOTTOM (1994)
 JX2031
 JX2031                         *CURRENT SURVEY CONTROL
 JX2031  ___________________________________________________________________
 JX2031* NAD 83(1995)-  39 40 42.90647(N)    080 54 55.12298(W)     ADJUSTED  
 JX2031* NAVD 88     -       428.38   (+/-2cm)    1405.4    (feet)  VERTCON   
 JX2031  ___________________________________________________________________
 JX2031  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 JX2031  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JX2031
 JX2031  HORZ ORDER  -  SECOND
 JX2031  VERT ORDER  -  THIRD ? (See Below)
 JX2031
 JX2031.The horizontal coordinates were established by classical geodetic methods
 JX2031.and adjusted by the National Geodetic Survey in April 1998..
 JX2031
 JX2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2031.The vertical order pertains to the NGVD 29 superseded value.
 JX2031
 JX2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2031
 JX2031.The geoid height was determined by GEOID03.
 JX2031
 JX2031;                    North         East     Units Scale Factor Converg.
 JX2031;SPC OH S     -   187,539.723   735,941.053   MT  0.99994906   +1 00 19.9
 JX2031;UTM  17      - 4,392,087.731   507,262.727   MT  0.99960065   +0 03 14.7
 JX2031
 JX2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2031!SPC OH S     -   0.99993807  x   0.99994906  =   0.99988713
 JX2031!UTM  17      -   0.99993807  x   0.99960065  =   0.99953874
 JX2031
 JX2031                          SUPERSEDED SURVEY CONTROL
 JX2031
 JX2031  NAD 83(1986)-  39 40 42.91333(N)    080 54 55.13083(W) AD(       ) 2
 JX2031  NAD 27      -  39 40 42.64080(N)    080 54 55.77160(W) AD(       ) 2
 JX2031  NGVD 29 (07/19/86)  428.55   (m)         1406.0    (f) LEVELING    3  
 JX2031
 JX2031.Superseded values are not recommended for survey control.
 JX2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2031.See file dsdata.txt to determine how the superseded data were derived.
 JX2031
 JX2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0726392088(NAD 83)
 JX2031_MARKER: DD = SURVEY DISK
 JX2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2031_STAMPING: GOODWIN 1957
 JX2031_MARK LOGO: USGS  
 JX2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2031+STABILITY: SURFACE MOTION
 JX2031
 JX2031  HISTORY     - Date     Condition        Report By
 JX2031  HISTORY     - 1963     MONUMENTED       USGS
 JX2031
 JX2031                          STATION DESCRIPTION
 JX2031
 JX2031'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX2031'THE STATION IS ABOUT 5 MILES NORTH OF PADEN CITY, WEST VIRGINIA, 4
 JX2031'MILES NORTHWEST OF NEW
 JX2031'MARTINSVILLE, WEST VIRGINIA, 2-1/2 MILES WEST NORTHWEST OF HANNIBAL
 JX2031'AND ON THE PROPERTY OF MR. H. SMITH.  IT
 JX2031'IS 12 FEET WEST OF A WITNESS POST, 5 FEET SOUTH OF A FENCE AND 68
 JX2031'FEET SOUTHWEST OF A POWERLINE POLE.  IT
 JX2031'IS A STANDARD USGS STATION MARK DISK SET IN THE
 JX2031'TOP OF AN 8 X 8 INCH SQUARE CONCRETE POST.  THE MONUMENT
 JX2031'IS FLUSH AND THE DISK IS STAMPED
 JX2031'GOODWIN 1957.
 JX2031'
 JX2031'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND STATE
 JX2031'HIGHWAY 536 IN HANNIBAL, GO
 JX2031'WEST ON HIGHWAY 536 FOR 3.1 MILES TO A SIDE ROAD RIGHT (MONROE COUNTY
 JX2031'ROAD 43).  CONTINUE WEST ON HIGHWAY
 JX2031'536 FOR 0.3 MILE TO A CHURCH ON THE RIGHT.  CONTINUE WEST
 JX2031'ON HIGHWAY 536 FOR 0.25 MILE TO A FORK (COUNTY
 JX2031'ROAD 43 TO THE LEFT AND HIGHWAY 536 TO THE
 JX2031'RIGHT).  TURN LEFT AND GO SOUTH ON COUNTY ROAD 43 FOR 0.2 MILE TO
 JX2031'A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 JX2031'GO NORTHWESTERLY UP STEEP GRADE TO THE TOP OF HILL AND STATION.
 JX2031'
 JX2031'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GOODWIN, THE
 JX2031'DISTANCE BEING 10.58 FEET, 3.222
 JX2031'METERS EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2032 ***********************************************************************
 JX2032  DESIGNATION -  GOODWIN
 JX2032  PID         -  JX2032
 JX2032  STATE/COUNTY-  OH/MONROE
 JX2032  USGS QUAD   -  ROUND BOTTOM (1994)
 JX2032
 JX2032                         *CURRENT SURVEY CONTROL
 JX2032  ___________________________________________________________________
 JX2032* NAD 83(1995)-  39 40 42.89790(N)    080 54 54.98824(W)     ADJUSTED  
 JX2032* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 JX2032  ___________________________________________________________________
 JX2032  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 JX2032  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JX2032
 JX2032  HORZ ORDER  -  SECOND
 JX2032
 JX2032.The horizontal coordinates were established by classical geodetic methods
 JX2032.and adjusted by the National Geodetic Survey in April 1998..
 JX2032
 JX2032.The orthometric height was scaled from a topographic map.
 JX2032
 JX2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2032
 JX2032.The geoid height was determined by GEOID03.
 JX2032
 JX2032;                    North         East     Units Scale Factor Converg.
 JX2032;SPC OH S     -   187,539.515   735,944.268   MT  0.99994906   +1 00 19.9
 JX2032;UTM  17      - 4,392,087.469   507,265.937   MT  0.99960065   +0 03 14.7
 JX2032
 JX2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2032!SPC OH S     -   0.99993816  x   0.99994906  =   0.99988722
 JX2032!UTM  17      -   0.99993816  x   0.99960065  =   0.99953883
 JX2032
 JX2032:                Primary Azimuth Mark                     Grid Az
 JX2032:SPC OH S     -  HANNIBAL ZION UN CH OF CHRIST            055 49 34.9
 JX2032:UTM  17      -  HANNIBAL ZION UN CH OF CHRIST            056 46 40.1
 JX2032
 JX2032|---------------------------------------------------------------------|
 JX2032| PID    Reference Object                     Distance      Geod. Az  |
 JX2032|                                                           dddmmss.s |
 JX2032| JX2034 HANNIBAL ZION UN CH OF CHRIST       APPROX. 0.6 KM 0564954.8 |
 JX2032| CX4595 GOODWIN RM 1                          8.408 METERS 09026     |
 JX2032| JX2036 DUFFY                               APPROX. 5.5 KM 1442540.0 |
 JX2032| CX4596 GOODWIN RM 2                          7.936 METERS 21335     |
 JX2032| JX2031 GOODWIN                               3.222 METERS 27442     |
 JX2032|---------------------------------------------------------------------|
 JX2032
 JX2032                          SUPERSEDED SURVEY CONTROL
 JX2032
 JX2032  NAD 83(1986)-  39 40 42.90475(N)    080 54 54.99608(W) AD(       ) 2
 JX2032  NAD 27      -  39 40 42.63220(N)    080 54 55.63680(W) AD(       ) 2
 JX2032
 JX2032.Superseded values are not recommended for survey control.
 JX2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2032.See file dsdata.txt to determine how the superseded data were derived.
 JX2032
 JX2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0726692087(NAD 83)
 JX2032_MARKER: DS = TRIANGULATION STATION DISK
 JX2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2032_STAMPING: GOODWIN 1963
 JX2032_MARK LOGO: CGS   
 JX2032
 JX2032  HISTORY     - Date     Condition        Report By
 JX2032  HISTORY     - 1963     MONUMENTED       CGS
 JX2032
 JX2032                          STATION DESCRIPTION
 JX2032
 JX2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2032'NO MEASUREMENT BETWEEN MARKS BECAUSE OF DIFFERENCE IN ELEVATION.
 JX2032'
 JX2032'THE STATION IS ABOUT 5 MILES NORTH OF PADEN CIYT, WEST VIRGINIA, 4
 JX2032'MILES NORTHWEST OF NEW
 JX2032'MARTINSVILLE, WEST VIRGINIA, 2-1/2 MILES WEST NORTHWEST OF HANNIBAL
 JX2032'AND ON PROPERTY OF MR. H.
 JX2032'SMITH.  IT IS 4 FEET SOUTH OF A WITNESS POST, 57 FEET SOUTHWEST
 JX2032'OF A POWERLINE POLE AND 4 FEET SOUTH
 JX2032'OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 JX2032'IS STAMPED GOODWIN 1963.
 JX2032'
 JX2032'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND STATE
 JX2032'HIGHWAY 536 IN HANNIBAL, GO
 JX2032'WEST ON HIGHWAY 536 FOR 3.1 MILES TO A SIDE ROAD RIGHT (MONROE COUNTY
 JX2032'ROAD 43).  CONTINUE WEST ON
 JX2032'HIGHWAY 536 FOR 0.3 MILE TO ZION UNITED CHURCH OF CHRIST ON
 JX2032'THE RIGHT.  CONTINUE WESTERLY ON HIGHWAY 536
 JX2032'FOR 0.25 MILE TO A FORK (COUNTY ROAD 43 TO
 JX2032'THE LEFT AND HIGHWAY 536 TO THE RIGHT).  TURN LEFT ON COUNTY
 JX2032'ROAD AND GO SOUTHWESTERLY FOR 0.2
 JX2032'MILE TO A FARM DRIVEWAY ON THE RIGHT JUST NORTH OF A BARN.  TURN
 JX2032'RIGHT AND GO NORTHWESTERLY UP HILL
 JX2032'FOR ABOUT 300 FEET TO THE TOP OF THE HILL AND THE STATION.
 JX2032'
 JX2032'REFERNCE MARK IS 1 FOOT SOUTH OF A FENCE, 29 FEET SOUTHWEST OF A
 JX2032'POWERLINE POLE AND 28 FEET
 JX2032'EAST OF THE WITNESS POST.  THE DISK IS A STANDARD USGS REFERENCE MARK
 JX2032'DISK SET IN A DRILLED HOLE IN AN 8
 JX2032'INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 JX2032'IT IS STAMPED RM 1 1957.
 JX2032'
 JX2032'REFERENCE MARK 2 IS 28 FEET SOUTH OF A FENCE, 31 FEET SOUTH OF THE
 JX2032'WITNESS POST, 75 FEET
 JX2032'SOUTHWEST OF A POWERLINE POLE.  IT IS A STANDARD USGS REFERENCE MARK
 JX2032'DISK SET IN THE TOP OF AN 8 INCH
 JX2032'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  THE DISK
 JX2032'IS STAMPED RM 2 1957.
 JX2032'
 JX2032'GOODWIN (USGS) IS 12 FEET WEST OF A WITNESS POST, 5 FEET SOUTH OF A
 JX2032'FENCE AND 68 FEET SOUTHWEST
 JX2032'OF THE POWERLINE POLE.  IT IS A STANDARD USGS STATION MARK DISK SET
 JX2032'IN THE TOP OF AN 8 INCH SQUARE
 JX2032'CONCRETE POST AND IS STAMPED GOODWIN 1957.
 JX2032'
 JX2032'STATION DUFFY CAN BE USED AS AN AZIMUTH.
 JX2032'
 JX2032'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2696 ***********************************************************************
 MB2696  DESIGNATION -  GOODYEAR
 MB2696  PID         -  MB2696
 MB2696  STATE/COUNTY-  OH/SUMMIT
 MB2696  USGS QUAD   -  AKRON EAST (1964)
 MB2696
 MB2696                         *CURRENT SURVEY CONTROL
 MB2696  ___________________________________________________________________
 MB2696* NAD 83(1995)-  41 02 55.46191(N)    081 28 28.16932(W)     ADJUSTED  
 MB2696* NAVD 88     -       338.4    (meters)    1110.     (feet)  VERTCON   
 MB2696  ___________________________________________________________________
 MB2696  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MB2696  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MB2696
 MB2696  HORZ ORDER  -  FIRST
 MB2696
 MB2696.The horizontal coordinates were established by classical geodetic methods
 MB2696.and adjusted by the National Geodetic Survey in April 1998..
 MB2696
 MB2696.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2696
 MB2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2696
 MB2696.The geoid height was determined by GEOID03.
 MB2696
 MB2696;                    North         East     Units Scale Factor Converg.
 MB2696;SPC OH N     -   153,980.342   686,210.530   MT  0.99993919   +0 40 25.3
 MB2696;UTM  17      - 4,544,276.056   460,123.887   MT  0.99961957   -0 18 41.8
 MB2696
 MB2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2696!SPC OH N     -   0.99995215  x   0.99993919  =   0.99989134
 MB2696!UTM  17      -   0.99995215  x   0.99961957  =   0.99957174
 MB2696
 MB2696|---------------------------------------------------------------------|
 MB2696| PID    Reference Object                     Distance      Geod. Az  |
 MB2696|                                                           dddmmss.s |
 MB2696| MB1179 GOODYEAR A                          257.462 METERS 05554     |
 MB2696| MB1178 GOODYEAR B                          353.622 METERS 10841     |
 MB2696| MB2704 AKRON MUN APT GOODYEAR HGR BCN      APPROX. 1.8 KM 1672621.0 |
 MB2696|---------------------------------------------------------------------|
 MB2696
 MB2696                          SUPERSEDED SURVEY CONTROL
 MB2696
 MB2696  NAD 83(1986)-  41 02 55.46867(N)    081 28 28.17341(W) AD(       ) 1
 MB2696  NAD 27      -  41 02 55.26637(N)    081 28 28.75558(W) AD(       ) 1
 MB2696  NGVD 29 (07/19/86)  338.6    (m)         1111.     (f) VERT ANG       
 MB2696
 MB2696.Superseded values are not recommended for survey control.
 MB2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2696.See file dsdata.txt to determine how the superseded data were derived.
 MB2696
 MB2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6012444276(NAD 83)
 MB2696_MARKER: Z = SEE DESCRIPTION
 MB2696_SETTING: 0 = UNSPECIFIED SETTING
 MB2696_STAMPING: GOODYEAR
 MB2696_MARK LOGO: OH0070
 MB2696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2696
 MB2696  HISTORY     - Date     Condition        Report By
 MB2696  HISTORY     - 1963     MONUMENTED       OH0070
 MB2696
 MB2696                          STATION DESCRIPTION
 MB2696
 MB2696'DESCRIBED BY CITY OF AKRON OHIO 1963
 MB2696'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHEAST OF DOWNTOWN AKRON,
 MB2696'NEAR THE CENTER OF THE ROOF
 MB2696'OF THE ELEVATOR SHAFT OF BUILDING NUMBER 121, OF THE GOODYEAR RUBBER
 MB2696'COMPANY PLANT NUMBER 3, ABOUT 1/4
 MB2696'MILE NORTHWEST OF THE INTERSECTION OF ARCHWOOD AVENUE
 MB2696'AND SEIBERLING STREET.  IT IS A CITY OF AKRON DISK
 MB2696'STAMPED GOODYEAR, SET IN THE TOP OF
 MB2696'A 6 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES ABOVE THE ROOF
 MB2696'OF THE ELEVATOR SHAFT.
 MB2696'
 MB2696'GOODYEAR (ACS) A IS LOCATED IN THE SOUTH BOUND LANE OF SEIBERLING
 MB2696'STREET, ABOUT 0.1 MILE
 MB2696'NORTH-NORTHWEST OF THE INTERSECTION OF ARCHWOOD AVENUE AND SEIBERLING
 MB2696'STREET.  IT IS A CITY OF AKRON DISK
 MB2696'STAMPED GOODYEAR A, SET IN THE TOP OF A 6 INCH SQUARE
 MB2696'CONCRETE POST THAT IS 7 INCHES UNDER A 3 FOOT
 MB2696'SQUARE OF CONCRETE WITH A 9 INCH IRON
 MB2696'MANHOLE COVER THAT IS FLUSH WITH THE SURFACE OF THE STREET.  IT
 MB2696'IS 13.9 FEET WEST- SOUTHWEST OF
 MB2696'THE CENTERLINE OF SEIBERLING STREET, 6.4 FEET EAST-NORTHEAST OF THE
 MB2696'WEST CURB OF SEIBERLING STREET,
 MB2696'54.7 FEET NORTH OF A POWER POLE, 29.1 FEET NORTHEAST OF A
 MB2696'FENCE CORNER, AND IS EAST OF A SMALL
 MB2696'CEMETARY.
 MB2696'
 MB2696'GOODYEAR (ACS) B IS 89.7 FEET SOUTH OF THE TRAFFIC LIGHT AT THE
 MB2696'INTERSECTION OF ARCHWOOD
 MB2696'AVENUE AND SEIBERLING STREET, 14.3 FEET WEST-SOUTHWEST OF THE
 MB2696'CENTERLINE OF SEIBERLING STREET,
 MB2696'13.6 FEET NORTH OF A POWER POLE, AND 5.6 FEET EAST-NORTHEAST OF
 MB2696'THE WEST CURB OF SEIBERLING STREET.
 MB2696'IT IS A CITY OF AKRON DISK GOODYEAR B, SET IN
 MB2696'THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS 7
 MB2696'INCHES UNDER A 3 FOOT SQUARE OF
 MB2696'CONCRETE WITH A 9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE
 MB2696'SURFACE OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1179 ***********************************************************************
 MB1179  DESIGNATION -  GOODYEAR A
 MB1179  PID         -  MB1179
 MB1179  STATE/COUNTY-  OH/SUMMIT
 MB1179  USGS QUAD   -  AKRON EAST (1964)
 MB1179
 MB1179                         *CURRENT SURVEY CONTROL
 MB1179  ___________________________________________________________________
 MB1179* NAD 83(1995)-  41 03 00.14068(N)    081 28 19.04001(W)     ADJUSTED  
 MB1179* NAVD 88     -       316.402  (meters)    1038.06   (feet)  ADJUSTED  
 MB1179  ___________________________________________________________________
 MB1179  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MB1179  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MB1179  DYNAMIC HT  -         316.262 (meters)    1037.60  (feet)  COMP
 MB1179  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 MB1179
 MB1179  HORZ ORDER  -  SECOND
 MB1179  VERT ORDER  -  FIRST     CLASS II
 MB1179
 MB1179.The horizontal coordinates were established by classical geodetic methods
 MB1179.and adjusted by the National Geodetic Survey in April 1998..
 MB1179
 MB1179.The orthometric height was determined by differential leveling
 MB1179.and adjusted by the National Geodetic Survey in June 1991..
 MB1179
 MB1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1179
 MB1179.The geoid height was determined by GEOID03.
 MB1179
 MB1179.The dynamic height is computed by dividing the NAVD 88
 MB1179.geopotential number by the normal gravity value computed on the
 MB1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1179.degrees latitude (g = 980.6199 gals.).
 MB1179
 MB1179.The modeled gravity was interpolated from observed gravity values.
 MB1179
 MB1179;                    North         East     Units Scale Factor Converg.
 MB1179;SPC OH N     -   154,127.167   686,422.004   MT  0.99993919   +0 40 31.3
 MB1179;UTM  17      - 4,544,419.176   460,337.786   MT  0.99961936   -0 18 35.8
 MB1179
 MB1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1179!SPC OH N     -   0.99995560  x   0.99993919  =   0.99989480
 MB1179!UTM  17      -   0.99995560  x   0.99961936  =   0.99957498
 MB1179
 MB1179                          SUPERSEDED SURVEY CONTROL
 MB1179
 MB1179  NAD 83(1986)-  41 03 00.14741(N)    081 28 19.04407(W) AD(       ) 2
 MB1179  NAD 27      -  41 02 59.94500(N)    081 28 19.62637(W) AD(       ) 2
 MB1179  NGVD 29 (??/??/92)  316.595  (m)         1038.70   (f) ADJ UNCH    1 2
 MB1179
 MB1179.Superseded values are not recommended for survey control.
 MB1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1179.See file dsdata.txt to determine how the superseded data were derived.
 MB1179
 MB1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6033844419(NAD 83)
 MB1179_MARKER: DD = SURVEY DISK
 MB1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1179_STAMPING: GOODYEAR A
 MB1179_MARK LOGO: OH0070
 MB1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1179+STABILITY: SURFACE MOTION
 MB1179
 MB1179  HISTORY     - Date     Condition        Report By
 MB1179  HISTORY     - UNK      MONUMENTED       OH0070
 MB1179  HISTORY     - 1964     GOOD             CGS
 MB1179
 MB1179                          STATION DESCRIPTION
 MB1179
 MB1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1179'AT AKRON.
 MB1179'AT AKRON, IN THE SOUTH-BOND LANE OF SEIBERLING STREET, ABOUT 0.15
 MB1179'MILE NORTHWEST OF THE INTERSECTION OF SEIBERLING STREET AND
 MB1179'ARCHWOOD AVENUE, NEAR A SMALL CEMETERY, 73 FEET EAST OF THE
 MB1179'CENTER OF THE TOP OF A SMALL MEMORY MARKER OF A SMALL PIONEER
 MB1179'CEMETERY, 54 1/2 FEET NORTH OF A POWER LINE POLE, 29.1 FEET
 MB1179'NORTHEAST OF A FENCE CORNER OF A GOODYEAR BUILDING, 14 FEET
 MB1179'WEST-SOUTHWEST OF THE CENTER LINE OF THE STREET, 6.4 FEET
 MB1179'EAST-NORTHEAST OF THE WESTERLY CURB OF THE STREET, SET IN THE
 MB1179'TOP OF A CONCRETE POST 7 INCHES BELOW THE LEVEL OF THE STREET
 MB1179'ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKER
 MB1179'AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1178 ***********************************************************************
 MB1178  DESIGNATION -  GOODYEAR B
 MB1178  PID         -  MB1178
 MB1178  STATE/COUNTY-  OH/SUMMIT
 MB1178  USGS QUAD   -  AKRON EAST (1964)
 MB1178
 MB1178                         *CURRENT SURVEY CONTROL
 MB1178  ___________________________________________________________________
 MB1178* NAD 83(1995)-  41 02 51.79075(N)    081 28 13.82493(W)     ADJUSTED  
 MB1178* NAVD 88     -       316.614  (meters)    1038.76   (feet)  ADJUSTED  
 MB1178  ___________________________________________________________________
 MB1178  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 MB1178  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MB1178  DYNAMIC HT  -         316.474 (meters)    1038.30  (feet)  COMP
 MB1178  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 MB1178
 MB1178  HORZ ORDER  -  SECOND
 MB1178  VERT ORDER  -  FIRST     CLASS II
 MB1178
 MB1178.The horizontal coordinates were established by classical geodetic methods
 MB1178.and adjusted by the National Geodetic Survey in April 1998..
 MB1178
 MB1178.The orthometric height was determined by differential leveling
 MB1178.and adjusted by the National Geodetic Survey in June 1991..
 MB1178
 MB1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1178
 MB1178.The geoid height was determined by GEOID03.
 MB1178
 MB1178.The dynamic height is computed by dividing the NAVD 88
 MB1178.geopotential number by the normal gravity value computed on the
 MB1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1178.degrees latitude (g = 980.6199 gals.).
 MB1178
 MB1178.The modeled gravity was interpolated from observed gravity values.
 MB1178
 MB1178;                    North         East     Units Scale Factor Converg.
 MB1178;SPC OH N     -   153,871.054   686,546.817   MT  0.99993920   +0 40 34.8
 MB1178;UTM  17      - 4,544,161.037   460,458.138   MT  0.99961924   -0 18 32.3
 MB1178
 MB1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1178!SPC OH N     -   0.99995557  x   0.99993920  =   0.99989477
 MB1178!UTM  17      -   0.99995557  x   0.99961924  =   0.99957483
 MB1178
 MB1178                          SUPERSEDED SURVEY CONTROL
 MB1178
 MB1178  NAD 83(1986)-  41 02 51.79745(N)    081 28 13.82905(W) AD(       ) 2
 MB1178  NAD 27      -  41 02 51.59487(N)    081 28 14.41186(W) AD(       ) 2
 MB1178  NGVD 29 (??/??/92)  316.807  (m)         1039.39   (f) ADJ UNCH    1 2
 MB1178
 MB1178.Superseded values are not recommended for survey control.
 MB1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1178.See file dsdata.txt to determine how the superseded data were derived.
 MB1178
 MB1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6045844161(NAD 83)
 MB1178_MARKER: DD = SURVEY DISK
 MB1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1178_STAMPING: GOODYEAR B
 MB1178_MARK LOGO: OH0070
 MB1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1178+STABILITY: SURFACE MOTION
 MB1178
 MB1178  HISTORY     - Date     Condition        Report By
 MB1178  HISTORY     - UNK      MONUMENTED       OH0070
 MB1178  HISTORY     - 1964     GOOD             CGS
 MB1178
 MB1178                          STATION DESCRIPTION
 MB1178
 MB1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1178'AT AKRON.
 MB1178'AT AKRON, NEAR THE INTERSECTION OF SEIBERLING STREET AND ARCHWOOD
 MB1178'AVENUE, 89.7 FEET SOUTH OF THE TRAFFIC LIGHT FOR THE
 MB1178'INTERSECTION, 14.3 FEET WEST-SOUTHWEST OF THE CENTER LINE OF
 MB1178'SEIBERLING STREET, 5.6 FEET EAST-NORTHEAST OF THE WESTERLY CURB
 MB1178'OF THE STREET, 13 1/2 FEET NORTH OF POWER LINE POLE NO. 32207,
 MB1178'SET IN THE TOP OF A CONCRETE POST 7 INCHES BELOW THE LEVEL OF THE
 MB1178'STREET ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER
 MB1178'MARKED ARKON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0188 ***********************************************************************
 MD0188  DESIGNATION -  GOSHIA
 MD0188  PID         -  MD0188
 MD0188  STATE/COUNTY-  OH/DEFIANCE
 MD0188  USGS QUAD   -  JUNCTION (1973)
 MD0188
 MD0188                         *CURRENT SURVEY CONTROL
 MD0188  ___________________________________________________________________
 MD0188* NAD 83(1995)-  41 14 18.73471(N)    084 23 01.24221(W)     ADJUSTED  
 MD0188* NAVD 88     -       216.649  (meters)     710.79   (feet)  POSTED    
 MD0188  ___________________________________________________________________
 MD0188  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 MD0188  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MD0188  DYNAMIC HT  -         216.560 (meters)     710.50  (feet)  COMP
 MD0188  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 MD0188
 MD0188  HORZ ORDER  -  SECOND
 MD0188  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0188
 MD0188.The horizontal coordinates were established by classical geodetic methods
 MD0188.and adjusted by the National Geodetic Survey in April 1998..
 MD0188
 MD0188.The orthometric height was determined by differential leveling
 MD0188.and adjusted by the National Geodetic Survey in 1992..
 MD0188.No vertical observational check was made to the station.
 MD0188.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0188.was located on a no-check spur therefore a value was not computed.
 MD0188
 MD0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0188
 MD0188.The geoid height was determined by GEOID03.
 MD0188
 MD0188.The dynamic height is computed by dividing the NAVD 88
 MD0188.geopotential number by the normal gravity value computed on the
 MD0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0188.degrees latitude (g = 980.6199 gals.).
 MD0188
 MD0188.The modeled gravity was interpolated from observed gravity values.
 MD0188
 MD0188;                    North         East     Units Scale Factor Converg.
 MD0188;SPC OH N     -   176,255.698   442,110.305   MT  0.99994357   -1 14 14.9
 MD0188;UTM  16      - 4,568,538.618   719,251.575   MT  1.00019166   +1 43 31.3
 MD0188
 MD0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0188!SPC OH N     -   0.99997142  x   0.99994357  =   0.99991500
 MD0188!UTM  16      -   0.99997142  x   1.00019166  =   1.00016308
 MD0188
 MD0188                          SUPERSEDED SURVEY CONTROL
 MD0188
 MD0188  NAD 83(1986)-  41 14 18.74063(N)    084 23 01.25764(W) AD(       ) 2
 MD0188  NAD 27      -  41 14 18.56750(N)    084 23 01.45150(W) AD(       ) 2
 MD0188  NGVD 29 (??/??/92)  216.834  (m)          711.40   (f) ADJ UNCH    2 0
 MD0188
 MD0188.Superseded values are not recommended for survey control.
 MD0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0188.See file dsdata.txt to determine how the superseded data were derived.
 MD0188
 MD0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL1925268539(NAD 83)
 MD0188_MARKER: DE = TRAVERSE STATION DISK
 MD0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0188_STAMPING: GOSHIA 1963
 MD0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0188+STABILITY: SURFACE MOTION
 MD0188
 MD0188  HISTORY     - Date     Condition        Report By
 MD0188  HISTORY     - 1963     MONUMENTED       CGS
 MD0188  HISTORY     - 1963     GOOD             CGS
 MD0188  HISTORY     - 1984     GOOD             USPSQD
 MD0188
 MD0188                          STATION DESCRIPTION
 MD0188
 MD0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MD0188'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE CITY OF
 MD0188'DEFIANCE, IN THE
 MD0188'SOUTH EDGE OF A CULTIVATED FIELD, IN THE SOUTHEAST 1/4 OF SEC. 3, T.
 MD0188'3 N., R. 4 E., AND ON THE PROPERTY
 MD0188'OF MR. H.C. GOSHIA.  IT IS A STANDARD TRAVERSE DISK
 MD0188'STAMPED GOSHIA 1963, SET IN THE TOP OF A 12 INCH
 MD0188'ROUND MONUMENT THAT PROJECTS 1 INCH
 MD0188'ABOVE AN 8 FOOT CIRCLE OF WHITE CONCRETE THAT IS FLUSH WITH THE
 MD0188'GROUND.  IT IS 190 FEET
 MD0188'WEST-NORTHWEST OF A POWER POLE, 149 FEET EAST-NORTHEAST OF A POWER
 MD0188'POLE, 60 FEET NORTH OF THE
 MD0188'CENTERLINE OF WATSON ROAD, AND 8 FEET NORTH OF THE CENTER OF A CATCH
 MD0188'BASIN.
 MD0188'
 MD0188'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE HIGHWAY 111
 MD0188'IN THE CITY OF DEFIANCE, GO
 MD0188'SOUTHWEST ON STATE HIGHWAY 111 FOR 2.2 MILES TO A SIDE ROAD LEFT.
 MD0188'TURN LEFT AND GO SOUTHERLY ON
 MD0188'POWERDAM ROAD FOR 0.55 MILE TO THE CENTER OF A STEEL BRIDGE
 MD0188'OVER A RIVER.  CONTINUE SOUTH ON POWERDAM
 MD0188'ROAD FOR 1.1 MILES TO A T-ROAD.  TURN LEFT
 MD0188'AND GO EAST ON WATSON ROAD FOR 0.35 MILE TO THE STATION ON
 MD0188'THE LEFT.
 MD0188'
 MD0188'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DEFIANCE
 MD0188'1943, THE DISTANCE
 MD0188'BEING 131.4096 METERS AND 431.13 FEET.
 MD0188
 MD0188                          STATION RECOVERY (1963)
 MD0188
 MD0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MD0188'3 MI S FROM DEFIANCE.
 MD0188'LOCATED 3.0 MILES SOUTH OF DEFIANCE ALONG WATSON ROAD 17 ON THE
 MD0188'LAND OF MR. H.C. GOSHIA.  TO REACH FROM THE COUNTY COURTHOUSE IN
 MD0188'DEFIANCE, DRIVE 2.3 MILES SOUTHWEST ON STATE HIGHWAY 111 (CLINTON
 MD0188'STREET) TO TRAFFIC LIGHT AT HARDING ROAD 195, TURN LEFT ON
 MD0188'HARDING ROAD 195 AND GO 1.6 MILES SOUTH CROSSING THE AUGLAIZE
 MD0188'RIVER TO WATSON ROAD 17, TURN LEFT AND CONTINUE 0.3 MILES EAST
 MD0188'ON WATSON ROAD 17 TO MARK ON LEFT IN CULTIVATED FIELD.  IT IS
 MD0188'190.0 FEET WEST-NORTHWEST OF A POWER POLE, 149.0 FEET
 MD0188'EAST-NORTHEAST OF A POWER POLE, 60.0 FEET NORTH OF THE CENTERLINE
 MD0188'OF WATSON ROAD 17, AND 8.0 FEET NORTH OF THE CENTER OF A CATCH
 MD0188'BASIN.  A STANDARD TRAVERSE DISK STAMPED GOSHIA 1963, SET IN TOP
 MD0188'OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE
 MD0188'AN 8 FOOT DIAMETER CEMENT CAMERA TARGET THAT SURROUNDS IT.
 MD0188
 MD0188                          STATION RECOVERY (1984)
 MD0188
 MD0188'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MD0188'GOSHIA 1963 FOUND OK.
 MD0188'
 MD0188'AREA NOW IN FENCED IN LAND NO WITNESS AROUND.
 MD0188'
 MD0188'SPENT ALOT OF TIME FINDING THIS ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1330 ***********************************************************************
 JY1330  DESIGNATION -  GOSLINE
 JY1330  PID         -  JY1330
 JY1330  STATE/COUNTY-  OH/PERRY
 JY1330  USGS QUAD   -  NEW LEXINGTON (1992)
 JY1330
 JY1330                         *CURRENT SURVEY CONTROL
 JY1330  ___________________________________________________________________
 JY1330* NAD 83(1995)-  39 44 04.29216(N)    082 08 51.82798(W)     ADJUSTED  
 JY1330* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 JY1330  ___________________________________________________________________
 JY1330  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 JY1330  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY1330
 JY1330  HORZ ORDER  -  SECOND
 JY1330
 JY1330.The horizontal coordinates were established by classical geodetic methods
 JY1330.and adjusted by the National Geodetic Survey in April 1998..
 JY1330
 JY1330.The orthometric height was scaled from a topographic map.
 JY1330
 JY1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1330
 JY1330.The geoid height was determined by GEOID03.
 JY1330
 JY1330;                    North         East     Units Scale Factor Converg.
 JY1330;SPC OH S     -   192,616.455   630,196.414   MT  0.99995454   +0 13 24.7
 JY1330;UTM  17      - 4,398,922.556   401,650.558   MT  0.99971908   -0 44 01.4
 JY1330
 JY1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1330!SPC OH S     -   0.99995344  x   0.99995454  =   0.99990798
 JY1330!UTM  17      -   0.99995344  x   0.99971908  =   0.99967253
 JY1330
 JY1330:                Primary Azimuth Mark                     Grid Az
 JY1330:SPC OH S     -  NEW LEXINGTON MUNICIPAL TANK             245 34 55.8
 JY1330:UTM  17      -  NEW LEXINGTON MUNICIPAL TANK             246 32 21.9
 JY1330
 JY1330|---------------------------------------------------------------------|
 JY1330| PID    Reference Object                     Distance      Geod. Az  |
 JY1330|                                                           dddmmss.s |
 JY1330| JY1327 NEW LEXINGTON MUNICIPAL TANK        APPROX. 4.9 KM 2454820.5 |
 JY1330| JY1326 NEW LEXINGTON CO CTHSE              APPROX. 5.7 KM 2461923.0 |
 JY1330| CE6654 GOSLINE RM 2                         16.379 METERS 30358     |
 JY1330| CE6652 GOSLINE AZ MK                                      3061043.6 |
 JY1330| CE6653 GOSLINE RM 1                         25.990 METERS 31220     |
 JY1330|---------------------------------------------------------------------|
 JY1330
 JY1330                          SUPERSEDED SURVEY CONTROL
 JY1330
 JY1330  NAD 83(1986)-  39 44 04.29606(N)    082 08 51.83719(W) AD(       ) 2
 JY1330  NAD 27      -  39 44 04.04740(N)    082 08 52.31490(W) AD(       ) 2
 JY1330
 JY1330.Superseded values are not recommended for survey control.
 JY1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1330.See file dsdata.txt to determine how the superseded data were derived.
 JY1330
 JY1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0165198923(NAD 83)
 JY1330_MARKER: DS = TRIANGULATION STATION DISK
 JY1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1330
 JY1330  HISTORY     - Date     Condition        Report By
 JY1330  HISTORY     - 1959     MONUMENTED       CGS
 JY1330  HISTORY     - 1970     GOOD             OHDT
 JY1330
 JY1330                          STATION DESCRIPTION
 JY1330
 JY1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JY1330'THE STATION IS ABOUT 3.5 MILES SOUTHWEST OF CROOKSVILLE, 3.5 MILES
 JY1330'NORTHEAST OF NEW LEXINGTON, 1 MILE NORTH OF GOSLINE, IN
 JY1330'CLAYTON TOWNSHIP, IN SECTION 36, T 16 N, R 15 W, AND ON PROPERTY
 JY1330'OWNED BY MR. HOWARD ANDERSON.
 JY1330'
 JY1330'TO REACH THE STATION FROM THE COURTHOUSE IN NEW LEXINGTON, GO
 JY1330'SOUTHEAST ON MAIN STREET 0.2 MILE TO A TRAFFIC LIGHT.  TURN LEFT
 JY1330'AND GO EAST ON MILL STREET 0.45 MILE.  TURN LEFT AND GO NORTH ON
 JY1330'DALLAS AVENUE (THIS IS JUST WEST OF THE ENTRANCE TO THE KROGER
 JY1330'STORE) 0.5 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON WILBERN
 JY1330'ROAD 2.8 MILES TO A CROSSROAD (THERE IS A WHITE HOUSE IN
 JY1330'THE NORTHWEST ANGLE OF THE CROSSROAD).  TURN LEFT AND GO NORTH ON A
 JY1330'ROCK ROAD 0.5 MILE TO THE STATION ON THE RIGHT.  (CONTINUE NORTH
 JY1330'AND WEST ON THE ROCK ROAD FOR 0.5 MILE TO A FARM HOUSE ON THE LEFT.
 JY1330'CONTINUE WEST ON THE ROCK ROAD 0.05 MILE TO THE TOP OF GRADE AND THE
 JY1330'AZIMUTH MARK ON THE LEFT.)
 JY1330'
 JY1330'STATION MARKS ARE STANDARD DISKS STAMPED GOSLINE 1959.  THE SURFACE
 JY1330'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 JY1330'240 FEET SOUTH OF A SIDE ROAD LEADING INTO THE WOODS, 30 FEET EAST OF
 JY1330'THE CENTERLINE OF THE ROCK ROAD AND 23 FEET SOUTHEAST OF A 14-INCH
 JY1330'APPLE TREE WITH A TRIANGLE BLAZE.  THE UNDERGROUND DISK IS SET IN AN
 JY1330'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE
 JY1330'GROUND.
 JY1330'
 JY1330'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GOSLINE NO 1 1959, IS
 JY1330'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 JY1330'21 FEET EAST OF THE CENTERLINE OF THE ROCKROAD AND 1 FOOT WEST OF AN
 JY1330'OLD FENCELINE.
 JY1330'
 JY1330'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GOSLINE NO 2 1959, IS
 JY1330'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 JY1330'18 FEET WEST OF THE CENTERLINE OF THE ROCK ROAD AND 2 FEET EAST OF A
 JY1330'NORTH-SOUTH FENCELINE.
 JY1330'
 JY1330'AZIMUTH MARK, A STANDARD DISK STAMPED GOSLINE 1959, IS SET IN A
 JY1330'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 104 FEET
 JY1330'WEST OF A 28-INCH OAK TREE, 15 FEET SOUTH OF THE CENTERLINE OF THE
 JY1330'ROCK ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCELINE.
 JY1330
 JY1330                          STATION RECOVERY (1970)
 JY1330
 JY1330'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1970 (EPM)
 JY1330'GOSLINE RECOVERED GOOD.
 JY1330'
 JY1330'AZIMUTH MARK RECOVERED GOOD.
 JY1330'
 JY1330'REFERENCE MARK 1 RECOVERED GOOD.
 JY1330'
 JY1330'REFERENCE MARK 2 RECOVERED GOOD.
 JY1330'
 JY1330'STEEL POST AND SIGN SURVEY MARKER INSTALLED NEAR STATION GOSLINE
 JY1330'AND AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2323 ***********************************************************************
 HY2323  DESIGNATION -  GOULD RESET
 HY2323  PID         -  HY2323
 HY2323  STATE/COUNTY-  OH/SCIOTO
 HY2323  USGS QUAD   -  WHEELERSBURG (1985)
 HY2323
 HY2323                         *CURRENT SURVEY CONTROL
 HY2323  ___________________________________________________________________
 HY2323* NAD 83(1995)-  38 38 27.63280(N)    082 49 56.53202(W)     ADJUSTED  
 HY2323* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 HY2323  ___________________________________________________________________
 HY2323  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 HY2323  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 HY2323
 HY2323  HORZ ORDER  -  FIRST
 HY2323
 HY2323.The horizontal coordinates were established by classical geodetic methods
 HY2323.and adjusted by the National Geodetic Survey in April 1998..
 HY2323
 HY2323.The orthometric height was scaled from a topographic map.
 HY2323
 HY2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2323
 HY2323.The geoid height was determined by GEOID03.
 HY2323
 HY2323;                    North         East     Units Scale Factor Converg.
 HY2323;SPC OH S     -    71,214.863   571,062.561   MT  1.00001943   -0 12 39.2
 HY2323;SPC KY1Z     - 1,260,090.772 1,753,973.044   MT  0.99999392   +1 47 28.7
 HY2323;SPC KY1Z     - 4,134,147.81  5,754,493.23   sFT  0.99999392   +1 47 28.7
 HY2323;SPC KY N     -   127,599.582   623,413.331   MT  0.99996666   +0 52 54.7
 HY2323;SPC KY N     -   418,632.96  2,045,315.24   sFT  0.99996666   +0 52 54.7
 HY2323;UTM  17      - 4,278,532.855   340,527.170   MT  0.99991318   -1 08 40.0
 HY2323
 HY2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HY2323!SPC OH S     -   0.99996173  x   1.00001943  =   0.99998116
 HY2323!SPC KY1Z     -   0.99996173  x   0.99999392  =   0.99995565
 HY2323!SPC KY N     -   0.99996173  x   0.99996666  =   0.99992839
 HY2323!UTM  17      -   0.99996173  x   0.99991318  =   0.99987491
 HY2323
 HY2323:                Primary Azimuth Mark                     Grid Az
 HY2323:SPC OH S     -  GOULD RM 3 AZIMUTH                       001 52 33.8
 HY2323:SPC KY1Z     -  GOULD RM 3 AZIMUTH                       359 52 25.9
 HY2323:SPC KY N     -  GOULD RM 3 AZIMUTH                       000 46 59.9
 HY2323:UTM  17      -  GOULD RM 3 AZIMUTH                       002 48 34.6
 HY2323
 HY2323|---------------------------------------------------------------------|
 HY2323| PID    Reference Object                     Distance      Geod. Az  |
 HY2323|                                                           dddmmss.s |
 HY2323| DB9834 GOULD RM 3 AZIMUTH                                 0013954.6 |
 HY2323| HY2330 HOWLAND                             APPROX.13.7 KM 2644909.5 |
 HY2323|---------------------------------------------------------------------|
 HY2323
 HY2323                          SUPERSEDED SURVEY CONTROL
 HY2323
 HY2323  NAD 83(1995)-  38 38 27.63428(N)    082 49 56.53359(W) AD(       ) 1
 HY2323  NAD 83(1986)-  38 38 27.64020(N)    082 49 56.53661(W) AD(       ) 1
 HY2323  NAD 27      -  38 38 27.35700(N)    082 49 56.93100(W) AD(       ) 1
 HY2323
 HY2323.Superseded values are not recommended for survey control.
 HY2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2323.See file dsdata.txt to determine how the superseded data were derived.
 HY2323
 HY2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC4052778533(NAD 83)
 HY2323_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HY2323_SETTING: 80 = SET IN A BOULDER
 HY2323_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HY2323_STAMPING: GOULD 1885 1929
 HY2323_MARK LOGO: CGS   
 HY2323
 HY2323  HISTORY     - Date     Condition        Report By
 HY2323  HISTORY     - 1885     MONUMENTED       CGS
 HY2323  HISTORY     - 1927     GOOD             CGS
 HY2323  HISTORY     - 1929     GOOD             CGS
 HY2323
 HY2323                          STATION DESCRIPTION
 HY2323
 HY2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (ATM)
 HY2323'ON A WOODED HILL EAST OF THE OHIO RIVER ABOUT 1-1/2 MILES FROM
 HY2323'FRANKLIN FURNACE LANDING, THREE FOURTHS MILE FROM POWELLSVILLE, AND
 HY2323'ABOUT ONE HALF MILE FROM JUNIOR FURNACE.  THE STATION IS MARKED BY A
 HY2323'NAIL SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE 6 INCHES IN
 HY2323'DIAMETER AND 2 FEET LONG.  THE TILE IS FILLED WITH CONCRETE AND IS
 HY2323'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS AN
 HY2323'EARTHENWARE PYRAMID SET ABOUT 3 FEET BELOW THE SURFACE.  THERE ARE
 HY2323'FOUR REFERENCE MARKS SET AT THE CARDINAL POINTS OF THE COMPASS FROM
 HY2323'THE STATION.  THREE OF THE REFERENCE MARKS ARE SIMILAR TO THE
 HY2323'SURFACE MARK AT THE STATION EXCEPT THE TILES ARE ONLY 4 INCHES IN
 HY2323'DIAMETER.  THE WEST REFERENCE MARK CONSISTS OF A BRASS BOLT DRIVEN
 HY2323'INTO AN OAK STUMP AND SURROUNDED BY A TRIANGLE OF NAILS.  THE
 HY2323'REFERENCE MARKS ARE AT THE FOLLOWING DISTANCES AND DIRECTIONS FROM
 HY2323'THE STATION--1.85 METERS NORTH, 1.76 METERS EAST, 1.86 METERS
 HY2323'SOUTH, AND 1.76 METERS WEST.
 HY2323
 HY2323                          STATION RECOVERY (1927)
 HY2323
 HY2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (CMD)
 HY2323'DISTANCES OF ORIGINAL DESCRIPTION ARE ERRONEOUS.  STATION IS 1 MILE
 HY2323'EAST BY SOUTH OF FRANKLIN FURNACE, OHIO, 1 MILE EAST BY NORTH OF THE
 HY2323'FRANKLIN FURNACE POST OFFICE AND 3 MILES SOUTHWEST OF POWELLSVILLE,
 HY2323'OHIO.  THE STATION IS AT THE HEAD OF THE RUN RUNNING EAST FROM THE
 HY2323'FRANKLIN FURNACE POST OFFICE, ABOUT 100 YARDS NORTH OF THE LINE FENCE
 HY2323'(EXTENDED) WHICH RUNS UP THE RUN AND 15 FEET EAST OF A VERY LARGE
 HY2323'OAK ON THE EAST SIDE OF THE OLD WAGON ROAD RUNNING ALONG THE RIDGE.
 HY2323'THE STATION MARK STICKS WELL ABOVE THE SURFACE OF THE GROUND.  A 64
 HY2323'FOOT TOWER AND NEW MARKS TO BE SET IN CONCRETE.  TO REACH--TOWER
 HY2323'MUST BE HAULED UP BY WAGON 1/2 MILE UP A WAGON ROAD WHICH LEADS
 HY2323'OFF TO THE SOUTH FROM THE FRANKLIN FURNACE POWELLSVILLE ROAD 1/4 MILE
 HY2323'EAST OF THE FORK IN THE ROADS AT MR. SULLIVANS HOUSE WHICH IS 1 MILE
 HY2323'EAST OF FRANKLIN FURNACE.  ONE THIRD MILE NORTH OF THE STATION WAS
 HY2323'FOUND A TWELVE INCH SQUARE STONE POST PROTRUDING 12 INCHES ABOVE THE
 HY2323'GROUND AND LETTERED U.S.C.S. 1885 WITH A COPPER BOLT IN THE
 HY2323'CENTER.  THIS MARK IS AN OLD ORE EXCAVATION ABOUT 15 FEET SOUTH OF
 HY2323'THE HIGHEST POINT OF THE RIDGE.
 HY2323
 HY2323                          STATION RECOVERY (1929)
 HY2323
 HY2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (CMT)
 HY2323'STATION IS 7.2 MILES EAST OF WHEELERSBURG, 1 MILE EAST BY SOUTH OF
 HY2323'FRANKLIN FURNACE, OHIO, 1 MILE EAST BY NORTH OF THE FRANKLIN FURNACE
 HY2323'POST OFFICE AND 3 MILES SOUTHWEST OF POWELLSVILLE, OHIO, ON LAND
 HY2323'OWNED BY GEO. ADAMS OF POSTSMOUTH, OHIO.  THE STATION IS AT THE HEAD
 HY2323'OF RUN RUNNING EAST FROM THE FRANKLIN FURNACE POST OFFICE, ABOUT 100
 HY2323'YARDS NORTH OF THE LINE FENCE WHICH RUNS UP THE RUN, 20.5 FEET EAST
 HY2323'OF A 3 FOOT RED OAK TREE, 37 FEET WEST OF A 15 INCH WHITE OAK TREE,
 HY2323'25 FEET NORTH OF AN OLD WAGON ROAD RUNNING ALONG THE TOP OF THE
 HY2323'RIDGE.  MARK IS 5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS SET
 HY2323'IN A BOULDER.
 HY2323'
 HY2323'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HY2323'SET AS DESCRIBED.
 HY2323'
 HY2323'REFERENCE MARK NO.1 IS EAST OF THE STATION IN TOP OF ROCK.
 HY2323'
 HY2323'REFERENCE MARK NO.2 IS SOUTH OF THE STATION IN TOP OF ROCK.
 HY2323'
 HY2323'REFERENCE MARK NO.3 IS ABOUT 1/4 MILE NORTH OF THE STATION, A COPPER
 HY2323'PLUG IN THE TOP OF AN OLD SQUARE SAND STONE, ESTABLISHED BY THE
 HY2323'U.S.C. AND G.S. IN 1885.
 HY2323'
 HY2323'HEIGHT OF SIGNAL ABOVE STATION MARK 31.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3313 ***********************************************************************
 AE3313  DESIGNATION -  GOWER
 AE3313  PID         -  AE3313
 AE3313  STATE/COUNTY-  OH/MONTGOMERY
 AE3313  USGS QUAD   -  DAYTON NORTH (1996)
 AE3313
 AE3313                         *CURRENT SURVEY CONTROL
 AE3313  ___________________________________________________________________
 AE3313* NAD 83(1995)-  39 48 42.60342(N)    084 14 57.07309(W)     ADJUSTED  
 AE3313* NAVD 88     -       302.1    (meters)     991.     (feet)  GPS OBS   
 AE3313  ___________________________________________________________________
 AE3313  X           -     491,623.700 (meters)                     COMP
 AE3313  Y           -  -4,881,624.369 (meters)                     COMP
 AE3313  Z           -   4,062,131.124 (meters)                     COMP
 AE3313  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AE3313  ELLIP HEIGHT-         268.97  (meters)          (10/07/05) GPS OBS
 AE3313  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AE3313
 AE3313  HORZ ORDER  -  FIRST
 AE3313  ELLP ORDER  -  FOURTH    CLASS I
 AE3313
 AE3313.The horizontal coordinates were established by GPS observations
 AE3313.and adjusted by the National Geodetic Survey in September 1997..
 AE3313
 AE3313.The orthometric height was determined by GPS observations and a
 AE3313.high-resolution geoid model.
 AE3313
 AE3313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3313
 AE3313.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3313
 AE3313.The ellipsoidal height was determined by GPS observations
 AE3313.and is referenced to NAD 83.
 AE3313
 AE3313.The geoid height was determined by GEOID03.
 AE3313
 AE3313;                    North         East     Units Scale Factor Converg.
 AE3313;SPC OH S     -   202,591.415   450,235.798   MT  0.99996368   -1 06 35.6
 AE3313;UTM  16      - 4,410,493.652   735,468.291   MT  1.00028265   +1 45 43.4
 AE3313
 AE3313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3313!SPC OH S     -   0.99995781  x   0.99996368  =   0.99992149
 AE3313!UTM  16      -   0.99995781  x   1.00028265  =   1.00024044
 AE3313
 AE3313|---------------------------------------------------------------------|
 AE3313| PID    Reference Object                     Distance      Geod. Az  |
 AE3313|                                                           dddmmss.s |
 AE3313| AE3306 GOWER AZ MK                         251.936 METERS 18058     |
 AE3313|---------------------------------------------------------------------|
 AE3313
 AE3313                          SUPERSEDED SURVEY CONTROL
 AE3313
 AE3313  ELLIP H (09/11/97)  269.06   (m)                       GP(       ) 4 1
 AE3313
 AE3313.Superseded values are not recommended for survey control.
 AE3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3313.See file dsdata.txt to determine how the superseded data were derived.
 AE3313
 AE3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3546810494(NAD 83)
 AE3313_MARKER: DD = SURVEY DISK
 AE3313_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3313_STAMPING: GOWER
 AE3313_MARK LOGO: CODDOP
 AE3313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3313+STABILITY: SURFACE MOTION
 AE3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3313+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3313
 AE3313  HISTORY     - Date     Condition        Report By
 AE3313  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3313
 AE3313                          STATION DESCRIPTION
 AE3313
 AE3313'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3313'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3313'RT 48 AND SHILOH SPRINGS RD IN MONTGOMERY COUNTY GO SOUTH ALONG RT 48
 AE3313'FOR 0.75 MI (1.21 KM) TO TURNER RD GO WEST ALONG TURNER RD FOR 1.0 MI
 AE3313'(1.6 KM) TO KLEPINGER RD GO SOUTH ON KLEPINGER RD FO 0.1 MI (0.2 KM)
 AE3313'TO ELDERBERRY AVE GO WEST ON ELDERBERRY AVE FOR 0.25 MI (0.40 KM) TO
 AE3313'SAYLOR AVE AND STATION ON THE RIGHT. STATION IS A BRONZE DISK IN
 AE3313'CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED
 AE3313'GOWER, AND IS FLUSH WITH THE SURFACE OF THE GROUND. STATION IS LOCATED
 AE3313'15.5 FT (4.7 M) WEST FROM THE CENTERLINE OF SAYLOR AVE, 19.9 FT (6.1
 AE3313'M) NORTH FROM THE CENTERLINE OF ELDERBERRY AVE, AND 47.9 FT (14.6 M)
 AE3313'SOUTH OF A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3306 ***********************************************************************
 AE3306  DESIGNATION -  GOWER AZ MK
 AE3306  PID         -  AE3306
 AE3306  STATE/COUNTY-  OH/MONTGOMERY
 AE3306  USGS QUAD   -  DAYTON NORTH (1996)
 AE3306
 AE3306                         *CURRENT SURVEY CONTROL
 AE3306  ___________________________________________________________________
 AE3306* NAD 83(1995)-  39 48 34.43598(N)    084 14 57.25265(W)     ADJUSTED  
 AE3306* NAVD 88     -       301.5    (meters)     989.     (feet)  GPS OBS   
 AE3306  ___________________________________________________________________
 AE3306  X           -     491,635.563 (meters)                     COMP
 AE3306  Y           -  -4,881,784.798 (meters)                     COMP
 AE3306  Z           -   4,061,937.219 (meters)                     COMP
 AE3306  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AE3306  ELLIP HEIGHT-         268.35  (meters)          (10/07/05) GPS OBS
 AE3306  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AE3306
 AE3306  HORZ ORDER  -  FIRST
 AE3306  ELLP ORDER  -  FOURTH    CLASS I
 AE3306
 AE3306.The horizontal coordinates were established by GPS observations
 AE3306.and adjusted by the National Geodetic Survey in September 1997..
 AE3306
 AE3306.The orthometric height was determined by GPS observations and a
 AE3306.high-resolution geoid model.
 AE3306
 AE3306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3306
 AE3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3306
 AE3306.The ellipsoidal height was determined by GPS observations
 AE3306.and is referenced to NAD 83.
 AE3306
 AE3306.The geoid height was determined by GEOID03.
 AE3306
 AE3306;                    North         East     Units Scale Factor Converg.
 AE3306;SPC OH S     -   202,339.654   450,226.648   MT  0.99996339   -1 06 35.7
 AE3306;UTM  16      - 4,410,241.669   735,471.768   MT  1.00028267   +1 45 43.0
 AE3306
 AE3306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3306!SPC OH S     -   0.99995790  x   0.99996339  =   0.99992129
 AE3306!UTM  16      -   0.99995790  x   1.00028267  =   1.00024056
 AE3306
 AE3306|---------------------------------------------------------------------|
 AE3306| PID    Reference Object                     Distance      Geod. Az  |
 AE3306|                                                           dddmmss.s |
 AE3306| AE3313 GOWER                               251.936 METERS 00058     |
 AE3306|---------------------------------------------------------------------|
 AE3306
 AE3306                          SUPERSEDED SURVEY CONTROL
 AE3306
 AE3306  ELLIP H (09/11/97)  268.43   (m)                       GP(       ) 4 1
 AE3306
 AE3306.Superseded values are not recommended for survey control.
 AE3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3306.See file dsdata.txt to determine how the superseded data were derived.
 AE3306
 AE3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3547210242(NAD 83)
 AE3306_MARKER: DD = SURVEY DISK
 AE3306_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3306_STAMPING: GOWER AZ
 AE3306_MARK LOGO: CODDOP
 AE3306_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3306+STABILITY: SURFACE MOTION
 AE3306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3306+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3306
 AE3306  HISTORY     - Date     Condition        Report By
 AE3306  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3306
 AE3306                          STATION DESCRIPTION
 AE3306
 AE3306'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3306'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3306'RT. 48 AND SHILOH SPRINGS RD. IN MONTGOMERY COUNTY GO SOUTHEAST ALONG
 AE3306'RT. 48 FOR 0.75 MI (1.21 KM) TO INTERSECTION OF ST.RT. 48 AND TURNER
 AE3306'RD. GO WEST ALONG TURNER RD. FOR 1.0 MI (1.6 KM) TO THE INTERSECTION
 AE3306'OF TURNER RD. AND KLEPINGER RD. GO SOUTH ALONG KLEPINGER RD. FOR .10
 AE3306'MI (0.16 KM) TO ELDERBERRY AVE. GO WEST ALONG ELDERBERRY FOR 0.25 MI
 AE3306'(0.40 KM) TO SAYLOR RD GO SOUTH ALONG SAYLOR RD FOR 0.15 MI (0.24 KM)
 AE3306'TO STATION ON RIGHT, JUST NORTH OF YELLOWSTONE DR. STATION IS A BRONZE
 AE3306'DISK IN CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING,
 AE3306'STAMPED GOWER AZ, AND IS FLUSH WITH THE SURFACE OF THE GROUND. STATION
 AE3306'IS LOCATED 15.5 FT (4.7 M) WEST FROM THE CENTERLINE OF SAYLOR RD, 60.8
 AE3306'FT (18.5 M) NORTH FROM THE CENTERLINE OF YELLOWSTONE DR, 39.0 FT (11.9
 AE3306'M) NORTH FROM A STOP SIGN, AND 4.8 FT (1.5 M) EAST OF A CONCRETE
 AE3306'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5253 ***********************************************************************
 AA5253  DESIGNATION -  GPS 05
 AA5253  PID         -  AA5253
 AA5253  STATE/COUNTY-  OH/MUSKINGUM
 AA5253  USGS QUAD   -  CUMBERLAND (1994)
 AA5253
 AA5253                         *CURRENT SURVEY CONTROL
 AA5253  ___________________________________________________________________
 AA5253* NAD 83(1995)-  39 46 36.53717(N)    081 42 28.53009(W)     ADJUSTED  
 AA5253* NAVD 88     -       350.5    (meters)    1150.     (feet)  GPS OBS   
 AA5253  ___________________________________________________________________
 AA5253  X           -     707,949.972 (meters)                     COMP
 AA5253  Y           -  -4,857,524.168 (meters)                     COMP
 AA5253  Z           -   4,059,173.901 (meters)                     COMP
 AA5253  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AA5253  ELLIP HEIGHT-         316.37  (meters)          (10/07/05) GPS OBS
 AA5253  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AA5253
 AA5253  HORZ ORDER  -  FIRST
 AA5253  ELLP ORDER  -  FOURTH    CLASS I
 AA5253
 AA5253.The horizontal coordinates were established by GPS observations
 AA5253.and adjusted by the National Geodetic Survey in April 1998..
 AA5253
 AA5253.The orthometric height was determined by GPS observations and a
 AA5253.high-resolution geoid model.
 AA5253
 AA5253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5253
 AA5253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5253
 AA5253.The ellipsoidal height was determined by GPS observations
 AA5253.and is referenced to NAD 83.
 AA5253
 AA5253.The geoid height was determined by GEOID03.
 AA5253
 AA5253;                    North         East     Units Scale Factor Converg.
 AA5253;SPC OH S     -   197,550.444   667,854.398   MT  0.99995932   +0 30 09.3
 AA5253;UTM  17      - 4,403,226.072   439,375.176   MT  0.99964525   -0 27 10.6
 AA5253
 AA5253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5253!SPC OH S     -   0.99995037  x   0.99995932  =   0.99990969
 AA5253!UTM  17      -   0.99995037  x   0.99964525  =   0.99959564
 AA5253
 AA5253                          SUPERSEDED SURVEY CONTROL
 AA5253
 AA5253  ELLIP H (04/01/98)  316.44   (m)                       GP(       ) 4 1
 AA5253  NAD 83(1986)-  39 46 36.54326(N)    081 42 28.53903(W) AD(       ) 1
 AA5253
 AA5253.Superseded values are not recommended for survey control.
 AA5253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5253.See file dsdata.txt to determine how the superseded data were derived.
 AA5253
 AA5253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME3937503226(NAD 83)
 AA5253_MARKER: DD = SURVEY DISK
 AA5253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5253_STAMPING: GPS 05
 AA5253_MARK LOGO: OH-119
 AA5253_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5253+STABILITY: SURFACE MOTION
 AA5253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5253+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5253
 AA5253  HISTORY     - Date     Condition        Report By
 AA5253  HISTORY     - 1992     MONUMENTED       OH-119
 AA5253
 AA5253                          STATION DESCRIPTION
 AA5253
 AA5253'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5253'THE STATION IS IN THE SW 1/4 OF SECTION 25, TOWNSHIP 12, RANGE 11,
 AA5253'MEIGS TOWNSHIP, ABOUT 23 MI (37.0 KM) SE OF ZANESVILLE AND 7 MI (11.3
 AA5253'KM) SW OF CUMBERLAND.
 AA5253' 
 AA5253'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (WAYNE
 AA5253'AVENUE) AND STATE ROUTE 146 (MARIETTA STREET), GO 10.65 MI (17.14 KM)
 AA5253'EAST ON ROUTE 146 TO THE JUNCTION WITH STATE ROUTE 284, TURN RIGHT AND
 AA5253'GO SOUTH 9.75 MI (15.69 KM) ON ROUTE 284 TO THE JUNCTION WITH STATE
 AA5253'ROUTE 340, CONTINUE SOUTH ON ROUTE 284 FOR 0.32 MI (0.51 KM) TO THE
 AA5253'JUNCTION WITH RURALDALE ROAD (COUNTY ROAD 31), TURN LEFT ONTO
 AA5253'RURALDALE ROAD AND GO 0.8 MI (1.3 KM) EAST TO THE JUNCTION WITH COAL
 AA5253'HILL ROAD (TOWNSHIP ROAD 457), TURN RIGHT ONTO COAL HILL ROAD AND GO
 AA5253'SOUTH FOR 1.20 MI (1.93 KM) TO A SERVICE ROAD ON THE RIGHT, TURN RIGHT
 AA5253'AND FOLLOW THIS ROAD SW FOR 450 FT (137.2 M) TO THE TOP OF THE HIGHEST
 AA5253'HILL IN THE AREA AND THE STATION ON THE LEFT.
 AA5253' 
 AA5253'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5253'MONUMENT, 23.0 FT (7.0 M) NORTH OF POWER POLE NUMBER 61, AND 2.3 FT
 AA5253'(0.7 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5331 ***********************************************************************
 AA5331  CBN         -  This is a Cooperative Base Network Control Station.
 AA5331  DESIGNATION -  GPS 100
 AA5331  PID         -  AA5331
 AA5331  STATE/COUNTY-  OH/MUSKINGUM
 AA5331  USGS QUAD   -  TRINWAY (1981)
 AA5331
 AA5331                         *CURRENT SURVEY CONTROL
 AA5331  ___________________________________________________________________
 AA5331* NAD 83(1995)-  40 09 00.38188(N)    082 03 19.95075(W)     ADJUSTED  
 AA5331* NAVD 88     -       226.4    (meters)     743.     (feet)  GPS OBS   
 AA5331  ___________________________________________________________________
 AA5331  X           -     674,773.508 (meters)                     COMP
 AA5331  Y           -  -4,835,268.664 (meters)                     COMP
 AA5331  Z           -   4,090,863.635 (meters)                     COMP
 AA5331  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AA5331  ELLIP HEIGHT-         192.78  (meters)          (09/23/04) GPS OBS
 AA5331  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AA5331
 AA5331  HORZ ORDER  -  A
 AA5331  ELLP ORDER  -  FOURTH    CLASS I
 AA5331
 AA5331.The horizontal coordinates were established by GPS observations
 AA5331.and adjusted by the National Geodetic Survey in September 2004..
 AA5331
 AA5331.The orthometric height was determined by GPS observations and a
 AA5331.high-resolution geoid model.
 AA5331
 AA5331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5331
 AA5331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5331
 AA5331.The ellipsoidal height was determined by GPS observations
 AA5331.and is referenced to NAD 83.
 AA5331
 AA5331.The geoid height was determined by GEOID03.
 AA5331
 AA5331;                    North         East     Units Scale Factor Converg.
 AA5331;SPC OH S     -   238,793.453   637,871.558   MT  1.00002519   +0 16 55.3
 AA5331;UTM  17      - 4,444,951.751   410,095.994   MT  0.99969950   -0 40 50.3
 AA5331
 AA5331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5331!SPC OH S     -   0.99996976  x   1.00002519  =   0.99999495
 AA5331!UTM  17      -   0.99996976  x   0.99969950  =   0.99966927
 AA5331
 AA5331                          SUPERSEDED SURVEY CONTROL
 AA5331
 AA5331  NAD 83(1995)-  40 09 00.37979(N)    082 03 19.94849(W) AD(       ) 1
 AA5331  ELLIP H (04/01/98)  192.81   (m)                       GP(       ) 4 1
 AA5331  NAD 83(1986)-  40 09 00.38537(N)    082 03 19.95740(W) AD(       ) 1
 AA5331
 AA5331.Superseded values are not recommended for survey control.
 AA5331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5331.See file dsdata.txt to determine how the superseded data were derived.
 AA5331
 AA5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1009644952(NAD 83)
 AA5331_MARKER: DD = SURVEY DISK
 AA5331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5331_STAMPING: GPS 100
 AA5331_MARK LOGO: OH-119
 AA5331_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5331+STABILITY: SURFACE MOTION
 AA5331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5331+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AA5331
 AA5331  HISTORY     - Date     Condition        Report By
 AA5331  HISTORY     - 1992     MONUMENTED       OH-119
 AA5331  HISTORY     - 2003     GOOD             OH-119
 AA5331
 AA5331                          STATION DESCRIPTION
 AA5331
 AA5331'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5331'THE STATION IS IN THE SECOND QUARTER TOWNSHIP OF TOWNSHIP 3, RANGE 8,
 AA5331'CASS TOWNSHIP, ABOUT 4 MI (6.4 KM) NE OF FRAZEYSBURG AND 3 MI (4.8 KM)
 AA5331'NW OF DRESDEN.
 AA5331' 
 AA5331'TO REACH FROM DRESDEN AT THE INTERSECTION OF STATE ROUTES 60 AND 208,
 AA5331'GO 2.40 MI (3.86 KM) N ON STATE ROUTE 60 TO THE JUNCTION OF STATE
 AA5331'ROUTE 16, TURN LEFT ONTO STATE ROUTE 16 W FOR 1.35 MI (2.17 KM) TO THE
 AA5331'JUNCTION OF SHORT ROAD (TOWNSHIP ROAD 721), TURN LEFT ONTO SHORT ROAD
 AA5331'SW FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT.
 AA5331' 
 AA5331'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5331'MONUMENT.  IT IS 14.0 FT (4.3 M) N OF THE CENTERLINE OF SHORT ROAD,
 AA5331'88.4 FT (26.9 M) S OF THE S EDGE OF PAVEMENT ON STATE ROUTE 16, 44.6
 AA5331'FT (13.6 M) N OF A POWER POLE, AND 1.8 FT (0.5 M) S OF A WITNESS POST.
 AA5331
 AA5331                          STATION RECOVERY (2003)
 AA5331
 AA5331'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 2003 (PS)
 AA5331'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5254 ***********************************************************************
 AA5254  DESIGNATION -  GPS 12
 AA5254  PID         -  AA5254
 AA5254  STATE/COUNTY-  OH/MUSKINGUM
 AA5254  USGS QUAD   -  NEW CONCORD (1994)
 AA5254
 AA5254                         *CURRENT SURVEY CONTROL
 AA5254  ___________________________________________________________________
 AA5254* NAD 83(1995)-  39 55 41.45962(N)    081 43 48.76876(W)     ADJUSTED  
 AA5254* NAVD 88     -       345.9    (meters)    1135.     (feet)  GPS OBS   
 AA5254  ___________________________________________________________________
 AA5254  X           -     704,510.669 (meters)                     COMP
 AA5254  Y           -  -4,847,137.486 (meters)                     COMP
 AA5254  Z           -   4,072,074.123 (meters)                     COMP
 AA5254  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AA5254  ELLIP HEIGHT-         312.04  (meters)          (10/07/05) GPS OBS
 AA5254  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AA5254
 AA5254  HORZ ORDER  -  FIRST
 AA5254  ELLP ORDER  -  FOURTH    CLASS I
 AA5254
 AA5254.The horizontal coordinates were established by GPS observations
 AA5254.and adjusted by the National Geodetic Survey in April 1998..
 AA5254
 AA5254.The orthometric height was determined by GPS observations and a
 AA5254.high-resolution geoid model.
 AA5254
 AA5254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5254
 AA5254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5254
 AA5254.The ellipsoidal height was determined by GPS observations
 AA5254.and is referenced to NAD 83.
 AA5254
 AA5254.The geoid height was determined by GEOID03.
 AA5254
 AA5254;                    North         East     Units Scale Factor Converg.
 AA5254;SPC OH S     -   214,339.396   665,801.793   MT  0.99998089   +0 29 18.4
 AA5254;UTM  17      - 4,420,041.513   437,603.640   MT  0.99964793   -0 28 07.3
 AA5254
 AA5254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5254!SPC OH S     -   0.99995105  x   0.99998089  =   0.99993194
 AA5254!UTM  17      -   0.99995105  x   0.99964793  =   0.99959900
 AA5254
 AA5254                          SUPERSEDED SURVEY CONTROL
 AA5254
 AA5254  ELLIP H (04/01/98)  312.11   (m)                       GP(       ) 4 1
 AA5254  NAD 83(1986)-  39 55 41.46568(N)    081 43 48.77729(W) AD(       ) 1
 AA5254
 AA5254.Superseded values are not recommended for survey control.
 AA5254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5254.See file dsdata.txt to determine how the superseded data were derived.
 AA5254
 AA5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME3760420042(NAD 83)
 AA5254_MARKER: DD = SURVEY DISK
 AA5254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5254_STAMPING: GPS 12
 AA5254_MARK LOGO: OH-119
 AA5254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5254+STABILITY: SURFACE MOTION
 AA5254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5254+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5254
 AA5254  HISTORY     - Date     Condition        Report By
 AA5254  HISTORY     - 1992     MONUMENTED       OH-119
 AA5254
 AA5254                          STATION DESCRIPTION
 AA5254
 AA5254'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5254'THE STATION IS IN THE NE 1/4 OF SECTION 3, TOWNSHIP 13, RANGE 11, RICH
 AA5254'HILL TOWNSHIP, ABOUT 15 MI (24.1 KM) E OF ZANESVILLE AND 6 MI (9.7 KM)
 AA5254'S OF NEW CONCORD.
 AA5254' 
 AA5254'TO REACH FROM NEW CONCORD AT THE INTERSECTION OF STATE ROUTE 83 AND
 AA5254'U.S. ROUTE 40, GO SSE ON STATE ROUTE 83 FOR 4.90 MI (7.89 KM) TO THE
 AA5254'JUNCTION OF STATE ROUTE 313, TURN RIGHT ONTO STATE ROUTE 313 SW FOR
 AA5254'1.20 MI (1.93 KM) TO THE GUERNSEY AND MUSKINGUM COUNTY LINE, CONTINUE
 AA5254'SW ON STATE ROUTE 313 FOR 0.75 MI (1.21 KM) TO THE STATION ON THE
 AA5254'LEFT.
 AA5254' 
 AA5254'IT IS 24.0 FT (7.3 M) SE OF THE CENTERLINE OF STATE ROUTE 313, 27.0 FT
 AA5254'(8.2 M) W OF THE CENTERLINE OF A PRIVATE DRIVE, 15.0 FT (4.6 M) N OF A
 AA5254'FENCE CORNER, 2.5 FT (0.8 M) SW OF A WITNESS POST, AND SET IN A 0.8 FT
 AA5254'(24.4 CM) DIAMETER FLUSH CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5255 ***********************************************************************
 AA5255  DESIGNATION -  GPS 13
 AA5255  PID         -  AA5255
 AA5255  STATE/COUNTY-  OH/MUSKINGUM
 AA5255  USGS QUAD   -  NEW CONCORD (1994)
 AA5255
 AA5255                         *CURRENT SURVEY CONTROL
 AA5255  ___________________________________________________________________
 AA5255* NAD 83(1995)-  39 54 42.54647(N)    081 41 18.46199(W)     ADJUSTED  
 AA5255* NAVD 88     -       323.6    (meters)    1062.     (feet)  GPS OBS   
 AA5255  ___________________________________________________________________
 AA5255  X           -     708,208.705 (meters)                     COMP
 AA5255  Y           -  -4,847,759.630 (meters)                     COMP
 AA5255  Z           -   4,070,666.114 (meters)                     COMP
 AA5255  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AA5255  ELLIP HEIGHT-         289.62  (meters)          (10/07/05) GPS OBS
 AA5255  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AA5255
 AA5255  HORZ ORDER  -  FIRST
 AA5255  ELLP ORDER  -  FOURTH    CLASS I
 AA5255
 AA5255.The horizontal coordinates were established by GPS observations
 AA5255.and adjusted by the National Geodetic Survey in April 1998..
 AA5255
 AA5255.The orthometric height was determined by GPS observations and a
 AA5255.high-resolution geoid model.
 AA5255
 AA5255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5255
 AA5255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5255
 AA5255.The ellipsoidal height was determined by GPS observations
 AA5255.and is referenced to NAD 83.
 AA5255
 AA5255.The geoid height was determined by GEOID03.
 AA5255
 AA5255;                    North         East     Units Scale Factor Converg.
 AA5255;SPC OH S     -   212,553.727   669,387.004   MT  0.99997822   +0 30 53.8
 AA5255;UTM  17      - 4,418,196.835   441,157.342   MT  0.99964262   -0 26 30.2
 AA5255
 AA5255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5255!SPC OH S     -   0.99995457  x   0.99997822  =   0.99993279
 AA5255!UTM  17      -   0.99995457  x   0.99964262  =   0.99959720
 AA5255
 AA5255                          SUPERSEDED SURVEY CONTROL
 AA5255
 AA5255  ELLIP H (04/01/98)  289.69   (m)                       GP(       ) 4 1
 AA5255  NAD 83(1986)-  39 54 42.55256(N)    081 41 18.47056(W) AD(       ) 1
 AA5255
 AA5255.Superseded values are not recommended for survey control.
 AA5255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5255.See file dsdata.txt to determine how the superseded data were derived.
 AA5255
 AA5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME4115718197(NAD 83)
 AA5255_MARKER: DD = SURVEY DISK
 AA5255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5255_STAMPING: GPS 13
 AA5255_MARK LOGO: OH-119
 AA5255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5255+STABILITY: SURFACE MOTION
 AA5255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5255+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5255
 AA5255  HISTORY     - Date     Condition        Report By
 AA5255  HISTORY     - 1992     MONUMENTED       OH-119
 AA5255
 AA5255                          STATION DESCRIPTION
 AA5255
 AA5255'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5255'THE STATION IS IN THE NW 1/4 OF SECTION 7, TWP 9, RANGE 10, SPENCER
 AA5255'TOWNSHIP, ABOUT 16 MI (25.7 KM) E OF ZANESVILLE, 10 MI (16.1 KM) SW OF
 AA5255'CAMBRIDGE, AND 5 MI (8.0 KM) N OF CUMBERLAND.
 AA5255' 
 AA5255'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 83 AND
 AA5255'OVERLAPPING STATE ROUTES 146 AND 340 IN THE TOWN OF CUMBERLAND, GO
 AA5255'4.40 MILES (7.08 KM) N ON STATE ROUTE 83 TO THE JUNCTION OF SPENCER
 AA5255'TOWNSHIP ROAD 26 (COOPER ROAD), TURN LEFT ONTO TOWNSHIP ROAD 26 WNW
 AA5255'FOR 0.80 MILES (1.29 KM) TO THE STATION ON THE LEFT.
 AA5255' 
 AA5255'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5255'MONUMENT.  IT IS 0.17 MILES (0.27 KM) N OF THE INTERSECTION OF
 AA5255'TOWNSHIP RD. 26 AND TOWNSHIP RD. 1253 (YOUNG LANE), 46.0 FT (14.0 M) S
 AA5255'OF A PRIVATE DRIVE AT THE ADDRESS OF 3190, 12.0 FT (3.7 M) W OF THE
 AA5255'CENTERLINE OF TOWNSHIP ROAD 26, AND 2.1 FT (0.6 M) S OF A WITNESS
 AA5255'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5256 ***********************************************************************
 AA5256  DESIGNATION -  GPS 14
 AA5256  PID         -  AA5256
 AA5256  STATE/COUNTY-  OH/MUSKINGUM
 AA5256  USGS QUAD   -  CUMBERLAND (1994)
 AA5256
 AA5256                         *CURRENT SURVEY CONTROL
 AA5256  ___________________________________________________________________
 AA5256* NAD 83(1995)-  39 50 10.98504(N)    081 41 39.71834(W)     ADJUSTED  
 AA5256* NAVD 88     -       261.2    (meters)     857.     (feet)  GPS OBS   
 AA5256  ___________________________________________________________________
 AA5256  X           -     708,477.887 (meters)                     COMP
 AA5256  Y           -  -4,853,098.656 (meters)                     COMP
 AA5256  Z           -   4,064,197.934 (meters)                     COMP
 AA5256  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA5256  ELLIP HEIGHT-         227.16  (meters)          (10/07/05) GPS OBS
 AA5256  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 AA5256
 AA5256  HORZ ORDER  -  FIRST
 AA5256  ELLP ORDER  -  FOURTH    CLASS I
 AA5256
 AA5256.The horizontal coordinates were established by GPS observations
 AA5256.and adjusted by the National Geodetic Survey in April 1998..
 AA5256
 AA5256.The orthometric height was determined by GPS observations and a
 AA5256.high-resolution geoid model.
 AA5256
 AA5256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5256
 AA5256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5256
 AA5256.The ellipsoidal height was determined by GPS observations
 AA5256.and is referenced to NAD 83.
 AA5256
 AA5256.The geoid height was determined by GEOID03.
 AA5256
 AA5256;                    North         East     Units Scale Factor Converg.
 AA5256;SPC OH S     -   204,174.196   668,956.899   MT  0.99996697   +0 30 40.3
 AA5256;UTM  17      - 4,409,828.408   440,587.626   MT  0.99964346   -0 26 41.4
 AA5256
 AA5256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5256!SPC OH S     -   0.99996436  x   0.99996697  =   0.99993134
 AA5256!UTM  17      -   0.99996436  x   0.99964346  =   0.99960784
 AA5256
 AA5256                          SUPERSEDED SURVEY CONTROL
 AA5256
 AA5256  ELLIP H (04/01/98)  227.23   (m)                       GP(       ) 4 1
 AA5256  NAD 83(1986)-  39 50 10.99117(N)    081 41 39.72730(W) AD(       ) 1
 AA5256
 AA5256.Superseded values are not recommended for survey control.
 AA5256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5256.See file dsdata.txt to determine how the superseded data were derived.
 AA5256
 AA5256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME4058809828(NAD 83)
 AA5256_MARKER: DD = SURVEY DISK
 AA5256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5256_STAMPING: GPS 14
 AA5256_MARK LOGO: OH-119
 AA5256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5256+STABILITY: SURFACE MOTION
 AA5256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5256+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5256
 AA5256  HISTORY     - Date     Condition        Report By
 AA5256  HISTORY     - 1992     MONUMENTED       OH-119
 AA5256
 AA5256                          STATION DESCRIPTION
 AA5256
 AA5256'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5256'THE STATION IS NEAR THE MUSKINGUM AND NOBLE COUNTY LINE IN SECTION 1,
 AA5256'TOWNSHIP 12, RANGE 11, MEIGS TOWNSHIP, ABOUT 20 MI (32.2 KM) SE OF
 AA5256'ZANESVILLE AND 2 MI (3.2 KM) SW OF CUMBERLAND.
 AA5256' 
 AA5256'TO REACH FROM CUMBERLAND AT THE INTERSECTION OF STATE ROUTE 83 AND
 AA5256'OVERLAPPING STATE ROUTES 146 AND 340, GO W ON OVERLAPPING STATE ROUTES
 AA5256'146 AND 340 FOR 0.50 MI (0.80 KM) TO THE JUNCTION WHERE STATE ROUTES
 AA5256'146 AND 340 SPLIT, TURN LEFT ONTO STATE ROUTE 340 SW FOR 0.90 MI (1.45
 AA5256'KM) TO THE GUERNSEY AND NOBLE COUNTY LINE, CONTINUE SW ON STATE ROUTE
 AA5256'340 FOR 0.70 MILES (1.13 KM) TO THE STATION ON THE LEFT AT THE NOBLE
 AA5256'AND MUSKINGUM COUNTY LINE.
 AA5256' 
 AA5256'IT IS 19.0 FT (5.8 M) SE OF A POWER POLE MARKED 002, 1.7 FT (0.5 M) N
 AA5256'OF A WITNESS POST, AND SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH
 AA5256'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5257 ***********************************************************************
 AA5257  DESIGNATION -  GPS 15
 AA5257  PID         -  AA5257
 AA5257  STATE/COUNTY-  OH/MUSKINGUM
 AA5257  USGS QUAD   -  CUMBERLAND (1994)
 AA5257
 AA5257                         *CURRENT SURVEY CONTROL
 AA5257  ___________________________________________________________________
 AA5257* NAD 83(1995)-  39 46 06.20986(N)    081 43 44.28366(W)     ADJUSTED  
 AA5257* NAVD 88     -       328.8    (meters)    1079.     (feet)  GPS OBS   
 AA5257  ___________________________________________________________________
 AA5257  X           -     706,249.617 (meters)                     COMP
 AA5257  Y           -  -4,858,359.518 (meters)                     COMP
 AA5257  Z           -   4,058,441.080 (meters)                     COMP
 AA5257  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AA5257  ELLIP HEIGHT-         294.66  (meters)          (10/07/05) GPS OBS
 AA5257  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AA5257
 AA5257  HORZ ORDER  -  FIRST
 AA5257  ELLP ORDER  -  FOURTH    CLASS I
 AA5257
 AA5257.The horizontal coordinates were established by GPS observations
 AA5257.and adjusted by the National Geodetic Survey in April 1998..
 AA5257
 AA5257.The orthometric height was determined by GPS observations and a
 AA5257.high-resolution geoid model.
 AA5257
 AA5257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5257
 AA5257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5257
 AA5257.The ellipsoidal height was determined by GPS observations
 AA5257.and is referenced to NAD 83.
 AA5257
 AA5257.The geoid height was determined by GEOID03.
 AA5257
 AA5257;                    North         East     Units Scale Factor Converg.
 AA5257;SPC OH S     -   196,599.567   666,059.775   MT  0.99995832   +0 29 21.2
 AA5257;UTM  17      - 4,402,305.543   437,565.510   MT  0.99964799   -0 27 58.8
 AA5257
 AA5257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5257!SPC OH S     -   0.99995378  x   0.99995832  =   0.99991210
 AA5257!UTM  17      -   0.99995378  x   0.99964799  =   0.99960178
 AA5257
 AA5257                          SUPERSEDED SURVEY CONTROL
 AA5257
 AA5257  ELLIP H (04/01/98)  294.73   (m)                       GP(       ) 4 1
 AA5257  NAD 83(1986)-  39 46 06.21590(N)    081 43 44.29266(W) AD(       ) 1
 AA5257
 AA5257.Superseded values are not recommended for survey control.
 AA5257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5257.See file dsdata.txt to determine how the superseded data were derived.
 AA5257
 AA5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME3756602306(NAD 83)
 AA5257_MARKER: DD = SURVEY DISK
 AA5257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5257_STAMPING: GPS 15
 AA5257_MARK LOGO: OH-119
 AA5257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5257+STABILITY: SURFACE MOTION
 AA5257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5257+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5257
 AA5257  HISTORY     - Date     Condition        Report By
 AA5257  HISTORY     - 1992     MONUMENTED       OH-119
 AA5257
 AA5257                          STATION DESCRIPTION
 AA5257
 AA5257'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5257'THE STATION IS IN THE NW 1/4 OF SECTION 35, TOWNSHIP 12, RANGE 11,
 AA5257'MEIGS TOWNSHIP, ABOUT 23 MI (37.0 KM) SE OF ZANESVILLE AND 7 MI (11.3
 AA5257'KM) SW OF CUMBERLAND.
 AA5257' 
 AA5257'TO REACH THE STATION FROM ZANESVILLE AT THE INTERSECTIO OF STATE ROUTE
 AA5257'60 (WAYNE AVENUE) AND STATE ROUTE 146 (MARIETTA STREET), GO 10.65 MI
 AA5257'(17.14 KM) E ON STATE ROUTE 146 TO THE JUNCTIN OF STATE ROUTE 284,
 AA5257'TURN RIGHT ONTO STATE ROUTE 284 S FOR 9.75 MILES (15.69 KM) TO THE
 AA5257'JUNCTION OF OAK GROVE ROAD (COUNTY ROAD 43), TURN LEFT ONTO OAK GROVE
 AA5257'ROAD SE FOR 1.40 MI (2.25 KM) TO THE STATION ON THE LEFT.
 AA5257' 
 AA5257'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5257'MONUMENT.  IT IS 270.0 FT (82.3 M) W OF A PRIVATE DRIVE GOING INTO THE
 AA5257'CRUM RESIDENCE, 87.0 FT (26.5 M) NW OF A TELEPHONE POLE, 13.0 FT (4.0
 AA5257'M) N OF THE CENTERLINE OF OAK GROVE ROAD, 1.5 FT (0.5 M) S OF A
 AA5257'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5258 ***********************************************************************
 AA5258  DESIGNATION -  GPS 16
 AA5258  PID         -  AA5258
 AA5258  STATE/COUNTY-  OH/MUSKINGUM
 AA5258  USGS QUAD   -  RURALDALE (1994)
 AA5258
 AA5258                         *CURRENT SURVEY CONTROL
 AA5258  ___________________________________________________________________
 AA5258* NAD 83(1995)-  39 45 40.63389(N)    081 46 06.64377(W)     ADJUSTED  
 AA5258* NAVD 88     -       277.0    (meters)     909.     (feet)  GPS OBS   
 AA5258  ___________________________________________________________________
 AA5258  X           -     702,962.839 (meters)                     COMP
 AA5258  Y           -  -4,859,305.760 (meters)                     COMP
 AA5258  Z           -   4,057,801.578 (meters)                     COMP
 AA5258  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA5258  ELLIP HEIGHT-         242.85  (meters)          (10/07/05) GPS OBS
 AA5258  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AA5258
 AA5258  HORZ ORDER  -  FIRST
 AA5258  ELLP ORDER  -  FOURTH    CLASS I
 AA5258
 AA5258.The horizontal coordinates were established by GPS observations
 AA5258.and adjusted by the National Geodetic Survey in April 1998..
 AA5258
 AA5258.The orthometric height was determined by GPS observations and a
 AA5258.high-resolution geoid model.
 AA5258
 AA5258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5258
 AA5258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5258
 AA5258.The ellipsoidal height was determined by GPS observations
 AA5258.and is referenced to NAD 83.
 AA5258
 AA5258.The geoid height was determined by GEOID03.
 AA5258
 AA5258;                    North         East     Units Scale Factor Converg.
 AA5258;SPC OH S     -   195,782.631   662,678.187   MT  0.99995750   +0 27 50.9
 AA5258;UTM  17      - 4,401,545.354   434,171.811   MT  0.99965335   -0 29 29.6
 AA5258
 AA5258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5258!SPC OH S     -   0.99996190  x   0.99995750  =   0.99991940
 AA5258!UTM  17      -   0.99996190  x   0.99965335  =   0.99961527
 AA5258
 AA5258                          SUPERSEDED SURVEY CONTROL
 AA5258
 AA5258  ELLIP H (04/01/98)  242.91   (m)                       GP(       ) 4 1
 AA5258  NAD 83(1986)-  39 45 40.63988(N)    081 46 06.65265(W) AD(       ) 1
 AA5258
 AA5258.Superseded values are not recommended for survey control.
 AA5258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5258.See file dsdata.txt to determine how the superseded data were derived.
 AA5258
 AA5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME3417201545(NAD 83)
 AA5258_MARKER: DD = SURVEY DISK
 AA5258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5258_STAMPING: GPS 16
 AA5258_MARK LOGO: OH-119
 AA5258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5258+STABILITY: SURFACE MOTION
 AA5258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5258+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5258
 AA5258  HISTORY     - Date     Condition        Report By
 AA5258  HISTORY     - 1992     MONUMENTED       OH-119
 AA5258
 AA5258                          STATION DESCRIPTION
 AA5258
 AA5258'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5258'THE STATION IS IN THE SW 1/4 OF SECTION 33, TOWNSHIP 12, RANGE 11,
 AA5258'MEIGS TOWNSHIP, ABOUT 23 MI (37.0 KM) SE OF ZANESVILLE AND 7 MI (11.3
 AA5258'KM) SW OF CUMBERLAND.
 AA5258' 
 AA5258'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (WAYNE
 AA5258'AVENUE) AND STATE ROUTE 146 (MARIETTA STREET), GO 10.65 MI (17.14 KM)
 AA5258'E ON STATE ROUTE 146 TO THE JUNCTION OF STATE ROUTE 284, TURN RIGHT
 AA5258'ONTO STATE ROUTE 284 S FOR 9.75 MI (15.69 KM) TO THE JUNCTION OF STATE
 AA5258'ROUTE 340, CONTINUE S ON STATE ROUTE 284 FOR 2.00 MI (3.22 KM) TO THE
 AA5258'JUNCTION OF YOUNG HICKORY ROAD (COUNTY ROAD 223), TURN RIGHT ONTO
 AA5258'YOUNG HICKORY ROAD SW FOR 1.75 MI (2.82 KM) TO THE STATION ON THE
 AA5258'RIGHT.
 AA5258' 
 AA5258'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5258'MONUMENT.  IT IS 0.22 MI (0.35 KM) NE FROM A FIELD GATE IN A FENCE,
 AA5258'13.0 FT (4.0 M) NW OF THE CENTERLINE OF YOUNG HICKORY ROAD, 2.1 FT
 AA5258'(0.6 M) SE OF A FENCE, AND 2.2 FT (0.7 M) SW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5259 ***********************************************************************
 AA5259  DESIGNATION -  GPS 17
 AA5259  PID         -  AA5259
 AA5259  STATE/COUNTY-  OH/MUSKINGUM
 AA5259  USGS QUAD   -  RURALDALE (1994)
 AA5259
 AA5259                         *CURRENT SURVEY CONTROL
 AA5259  ___________________________________________________________________
 AA5259* NAD 83(1995)-  39 45 45.06299(N)    081 51 42.97971(W)     ADJUSTED  
 AA5259* NAVD 88     -       321.1    (meters)    1053.     (feet)  GPS OBS   
 AA5259  ___________________________________________________________________
 AA5259  X           -     695,030.755 (meters)                     COMP
 AA5259  Y           -  -4,860,392.709 (meters)                     COMP
 AA5259  Z           -   4,057,934.872 (meters)                     COMP
 AA5259  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AA5259  ELLIP HEIGHT-         287.07  (meters)          (10/07/05) GPS OBS
 AA5259  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 AA5259
 AA5259  HORZ ORDER  -  FIRST
 AA5259  ELLP ORDER  -  FOURTH    CLASS I
 AA5259
 AA5259.The horizontal coordinates were established by GPS observations
 AA5259.and adjusted by the National Geodetic Survey in April 1998..
 AA5259
 AA5259.The orthometric height was determined by GPS observations and a
 AA5259.high-resolution geoid model.
 AA5259
 AA5259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5259
 AA5259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5259
 AA5259.The ellipsoidal height was determined by GPS observations
 AA5259.and is referenced to NAD 83.
 AA5259
 AA5259.The geoid height was determined by GEOID03.
 AA5259
 AA5259;                    North         East     Units Scale Factor Converg.
 AA5259;SPC OH S     -   195,858.514   654,672.019   MT  0.99995764   +0 24 17.5
 AA5259;UTM  17      - 4,401,754.735   426,170.404   MT  0.99966711   -0 33 04.8
 AA5259
 AA5259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5259!SPC OH S     -   0.99995497  x   0.99995764  =   0.99991261
 AA5259!UTM  17      -   0.99995497  x   0.99966711  =   0.99962209
 AA5259
 AA5259                          SUPERSEDED SURVEY CONTROL
 AA5259
 AA5259  ELLIP H (04/01/98)  287.15   (m)                       GP(       ) 4 1
 AA5259  NAD 83(1986)-  39 45 45.06832(N)    081 51 42.98763(W) AD(       ) 1
 AA5259
 AA5259.Superseded values are not recommended for survey control.
 AA5259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5259.See file dsdata.txt to determine how the superseded data were derived.
 AA5259
 AA5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME2617001755(NAD 83)
 AA5259_MARKER: DD = SURVEY DISK
 AA5259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5259_STAMPING: GPS 17
 AA5259_MARK LOGO: OH-119
 AA5259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5259+STABILITY: SURFACE MOTION
 AA5259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5259+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5259
 AA5259  HISTORY     - Date     Condition        Report By
 AA5259  HISTORY     - 1992     MONUMENTED       OH-119
 AA5259
 AA5259                          STATION DESCRIPTION
 AA5259
 AA5259'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5259'THE STATION IS NEAR THE SOUTH LINE OF SECTION 34, TOWNSHIP 12, RANGE
 AA5259'12, BLUE ROCK TOWNSHIP, ABOUT 19 MI (30.6 KM) SE OF ZANESVILLE AND 10
 AA5259'MI (16.1 KM) N OF MCCONNELSVILLE.
 AA5259' 
 AA5259'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (WAYNE
 AA5259'AVENUE) AND STATE ROUTE 146 (MARIETTA STREET), GO 13.30 MI (21.40 KM)
 AA5259'SE ON STATE ROUTE 60 TO THE JUNCTION OF STATE ROUTE 376 IN THE VILLAGE
 AA5259'OF GAYSPORT, TURN LEFT ONTO STATE ROUTE 376 E FOR 3.30 MI (5.31 KM) TO
 AA5259'THE JUNCTINO OF BETHLEHEM ROAD (COUNTY ROAD 325), RURAL DALE ROAD
 AA5259'(COUNTY ROAD 31), AND STATE ROUTE 376 IN THE VILLAGE OF RURALDALE,
 AA5259'TURN RIGHT AND CONTINUE ON STATE ROUTE 376 S FOR 0.19 MI (0.31 KM) TO
 AA5259'THE JUNCTION OF PEYTON ROAD (COUNTY ROAD 231), TURN RIGHT ONTO PEYTON
 AA5259'ROAD SSW FOR 1.80 MI (2.90 KM) TO THE STATION ON THE LEFT AT THE
 AA5259'MUSKINGUM MORGAN COUNTY LINE.
 AA5259' 
 AA5259'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5259'MONUMENT.  IT IS 37.5 FT (11.4 M) NE OF A FENCE CORNER, 12.0 FT (3.7
 AA5259'M) E OF THE CENTER LINE OF PEYTON ROAD, 1.6 FT (0.5 M) S OF THE COUNTY
 AA5259'LINE ROAD SIGN, AND 2.2 FT (0.7 M) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5260 ***********************************************************************
 AA5260  DESIGNATION -  GPS 18
 AA5260  PID         -  AA5260
 AA5260  STATE/COUNTY-  OH/MUSKINGUM
 AA5260  USGS QUAD   -  PHILO (1994)
 AA5260
 AA5260                         *CURRENT SURVEY CONTROL
 AA5260  ___________________________________________________________________
 AA5260* NAD 83(1995)-  39 51 03.59605(N)    081 53 07.86616(W)     ADJUSTED  
 AA5260* NAVD 88     -       306.4    (meters)    1005.     (feet)  GPS OBS   
 AA5260  ___________________________________________________________________
 AA5260  X           -     692,141.053 (meters)                     COMP
 AA5260  Y           -  -4,854,440.440 (meters)                     COMP
 AA5260  Z           -   4,065,472.825 (meters)                     COMP
 AA5260  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AA5260  ELLIP HEIGHT-         272.41  (meters)          (10/07/05) GPS OBS
 AA5260  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AA5260
 AA5260  HORZ ORDER  -  FIRST
 AA5260  ELLP ORDER  -  FOURTH    CLASS I
 AA5260
 AA5260.The horizontal coordinates were established by GPS observations
 AA5260.and adjusted by the National Geodetic Survey in April 1998..
 AA5260
 AA5260.The orthometric height was determined by GPS observations and a
 AA5260.high-resolution geoid model.
 AA5260
 AA5260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5260
 AA5260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5260
 AA5260.The ellipsoidal height was determined by GPS observations
 AA5260.and is referenced to NAD 83.
 AA5260
 AA5260.The geoid height was determined by GEOID03.
 AA5260
 AA5260;                    North         East     Units Scale Factor Converg.
 AA5260;SPC OH S     -   205,668.084   652,584.794   MT  0.99996901   +0 23 23.6
 AA5260;UTM  17      - 4,411,594.893   424,247.836   MT  0.99967064   -0 34 02.9
 AA5260
 AA5260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5260!SPC OH S     -   0.99995727  x   0.99996901  =   0.99992628
 AA5260!UTM  17      -   0.99995727  x   0.99967064  =   0.99962792
 AA5260
 AA5260                          SUPERSEDED SURVEY CONTROL
 AA5260
 AA5260  ELLIP H (04/01/98)  272.49   (m)                       GP(       ) 4 1
 AA5260  NAD 83(1986)-  39 51 03.60113(N)    081 53 07.87399(W) AD(       ) 1
 AA5260
 AA5260.Superseded values are not recommended for survey control.
 AA5260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5260.See file dsdata.txt to determine how the superseded data were derived.
 AA5260
 AA5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME2424811595(NAD 83)
 AA5260_MARKER: DD = SURVEY DISK
 AA5260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5260_STAMPING: GPS 18
 AA5260_MARK LOGO: OH-119
 AA5260_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5260+STABILITY: SURFACE MOTION
 AA5260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5260+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5260
 AA5260  HISTORY     - Date     Condition        Report By
 AA5260  HISTORY     - 1992     MONUMENTED       OH-119
 AA5260
 AA5260                          STATION DESCRIPTION
 AA5260
 AA5260'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5260'THE STATION IS IN THE SE 1/4 OF SECTION 32, TOWNSHIP 13, RANGE 12,
 AA5260'WAYNE TOWNSHIP, ABOUT 11 MI (17.7 KM) SE OF ZANESVILLE AND 2 MI (3.2
 AA5260'KM) SE OF PHILO.
 AA5260' 
 AA5260'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (WAYNE
 AA5260'AVENUE) AND STATE ROUTE 146 (MARIETTA STREET), GO 8.80 MI (14.16 KM) S
 AA5260'ON STATE ROUTE 60 TO THE JUNCTION OF CUTLER LAKE ROAD (COUNTY ROAD
 AA5260'97)JUST S OF THE VILLAGE OF DUNCAN FALLS, TURN LEFT ONTO CUTLER LAKE
 AA5260'ROAD E FOR 0.90 MI (1.45 KM) TO THE JUNCTION OF POVERTY RIDGE ROAD
 AA5260'(TOWNSHIP ROAD 234), TURN RIGHT ONTO POVERTY RIDGE ROAD S FOR 1.20 MI
 AA5260'(1.93 KM) TO THE STATION ON THE LEFT IN AN EXISTING FIELD FENCE.
 AA5260' 
 AA5260'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER CONCRETE MONUMENT
 AA5260'PROJECTING 0.3 FT (9.1 CM) ABOVE THE GROUND.  IT IS 102.0 FT (31.1 M)
 AA5260'E OF THE CENTERLINE OF POVERTY RIDGE ROAD, 139.0 FT (42.4 M) NW OF THE
 AA5260'NW CORNER OF A HOUSE, 73.0 FT (22.3 M) ENE OF A POWER POLE MARKED
 AA5260'(759), AND 1.5 FT (0.5 M) E OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5261 ***********************************************************************
 AA5261  DESIGNATION -  GPS 19
 AA5261  PID         -  AA5261
 AA5261  STATE/COUNTY-  OH/MUSKINGUM
 AA5261  USGS QUAD   -  ZANESVILLE EAST (1994)
 AA5261
 AA5261                         *CURRENT SURVEY CONTROL
 AA5261  ___________________________________________________________________
 AA5261* NAD 83(1995)-  39 52 32.71714(N)    081 53 34.78720(W)     ADJUSTED  
 AA5261* NAVD 88     -       224.5    (meters)     737.     (feet)  GPS OBS   
 AA5261  ___________________________________________________________________
 AA5261  X           -     691,250.136 (meters)                     COMP
 AA5261  Y           -  -4,852,724.265 (meters)                     COMP
 AA5261  Z           -   4,067,530.255 (meters)                     COMP
 AA5261  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AA5261  ELLIP HEIGHT-         190.54  (meters)          (10/07/05) GPS OBS
 AA5261  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AA5261
 AA5261  HORZ ORDER  -  FIRST
 AA5261  ELLP ORDER  -  FOURTH    CLASS I
 AA5261
 AA5261.The horizontal coordinates were established by GPS observations
 AA5261.and adjusted by the National Geodetic Survey in April 1998..
 AA5261
 AA5261.The orthometric height was determined by GPS observations and a
 AA5261.high-resolution geoid model.
 AA5261
 AA5261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5261
 AA5261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5261
 AA5261.The ellipsoidal height was determined by GPS observations
 AA5261.and is referenced to NAD 83.
 AA5261
 AA5261.The geoid height was determined by GEOID03.
 AA5261
 AA5261;                    North         East     Units Scale Factor Converg.
 AA5261;SPC OH S     -   208,412.306   651,926.385   MT  0.99997262   +0 23 06.6
 AA5261;UTM  17      - 4,414,348.910   423,635.562   MT  0.99967179   -0 34 21.2
 AA5261
 AA5261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5261!SPC OH S     -   0.99997011  x   0.99997262  =   0.99994273
 AA5261!UTM  17      -   0.99997011  x   0.99967179  =   0.99964191
 AA5261
 AA5261                          SUPERSEDED SURVEY CONTROL
 AA5261
 AA5261  ELLIP H (04/01/98)  190.62   (m)                       GP(       ) 4 1
 AA5261  NAD 83(1986)-  39 52 32.72224(N)    081 53 34.79505(W) AD(       ) 1
 AA5261
 AA5261.Superseded values are not recommended for survey control.
 AA5261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5261.See file dsdata.txt to determine how the superseded data were derived.
 AA5261
 AA5261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME2363614349(NAD 83)
 AA5261_MARKER: DD = SURVEY DISK
 AA5261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5261_STAMPING: GPS 19
 AA5261_MARK LOGO: OH-119
 AA5261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5261+STABILITY: SURFACE MOTION
 AA5261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5261+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5261
 AA5261  HISTORY     - Date     Condition        Report By
 AA5261  HISTORY     - 1992     MONUMENTED       OH-119
 AA5261
 AA5261                          STATION DESCRIPTION
 AA5261
 AA5261'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5261'THE STATION IS IN THE NW 1/4 OF SECTION 29, TOWNSHIP 13, RANGE 12,
 AA5261'WAYNE TOWNSHIP, ABOUT 10 MI (16.1 KM) SE OF ZANESVILLE AND 1 MI (1.6
 AA5261'KM) NE OF PHILO.
 AA5261' 
 AA5261'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (WAYNE
 AA5261'AVENUE) AND STATE ROUTE 146 (MARIETTA STREET), GO 8.80 MI (14.16 KM) S
 AA5261'ON STATE ROUTE 60 TO THE JUNCTION OF CUTLER LAKE ROAD (COUNTY ROAD 97)
 AA5261'JUST S OF THE VILLAGE OF DUNCAN FALLS, TURN LEFT ONTO CUTLER LAKE ROAD
 AA5261'E FOR 0.13 MI (0.21 KM) TO THE JUNCTION OF MANNSFORK ROAD (TOWNSHIP
 AA5261'ROAD 384), TURN LEFT ONTO MANNSFORK ROAD N FOR 0.72 MI (1.16 KM) TO
 AA5261'THE STATION ON THE LEFT ACROSS THE ROAD FROM THE ADDRESS OF 5590
 AA5261'MANNSFORK ROAD.
 AA5261' 
 AA5261'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5261'MONUMENT.  IT IS 42.0 FT (12.8 M) NW OF THE INTERSECTION OF THE
 AA5261'CENTERLINES OF A PRIVATE DRIVE AND MANNSFORK ROAD, 15.0 FT (4.6 M) N
 AA5261'OF THE CENTERLINE OF MANNSFORK ROAD, 2.2 FT (0.7 M) E OF A WITNESS
 AA5261'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5262 ***********************************************************************
 AA5262  DESIGNATION -  GPS 20
 AA5262  PID         -  AA5262
 AA5262  STATE/COUNTY-  OH/MUSKINGUM
 AA5262  USGS QUAD   -  ZANESVILLE EAST (1994)
 AA5262
 AA5262                         *CURRENT SURVEY CONTROL
 AA5262  ___________________________________________________________________
 AA5262* NAD 83(1995)-  39 52 42.39246(N)    081 55 14.38875(W)     ADJUSTED  
 AA5262* NAVD 88     -       225.9    (meters)     741.     (feet)  GPS OBS   
 AA5262  ___________________________________________________________________
 AA5262  X           -     688,880.033 (meters)                     COMP
 AA5262  Y           -  -4,852,869.194 (meters)                     COMP
 AA5262  Z           -   4,067,760.222 (meters)                     COMP
 AA5262  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AA5262  ELLIP HEIGHT-         192.03  (meters)          (10/07/05) GPS OBS
 AA5262  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AA5262
 AA5262  HORZ ORDER  -  FIRST
 AA5262  ELLP ORDER  -  FOURTH    CLASS I
 AA5262
 AA5262.The horizontal coordinates were established by GPS observations
 AA5262.and adjusted by the National Geodetic Survey in April 1998..
 AA5262
 AA5262.The orthometric height was determined by GPS observations and a
 AA5262.high-resolution geoid model.
 AA5262
 AA5262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5262
 AA5262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5262
 AA5262.The ellipsoidal height was determined by GPS observations
 AA5262.and is referenced to NAD 83.
 AA5262
 AA5262.The geoid height was determined by GEOID03.
 AA5262
 AA5262;                    North         East     Units Scale Factor Converg.
 AA5262;SPC OH S     -   208,695.153   649,557.710   MT  0.99997303   +0 22 03.4
 AA5262;UTM  17      - 4,414,671.216   421,272.652   MT  0.99967630   -0 35 25.2
 AA5262
 AA5262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5262!SPC OH S     -   0.99996988  x   0.99997303  =   0.99994291
 AA5262!UTM  17      -   0.99996988  x   0.99967630  =   0.99964618
 AA5262
 AA5262                          SUPERSEDED SURVEY CONTROL
 AA5262
 AA5262  ELLIP H (04/01/98)  192.10   (m)                       GP(       ) 4 1
 AA5262  NAD 83(1986)-  39 52 42.39745(N)    081 55 14.39657(W) AD(       ) 1
 AA5262
 AA5262.Superseded values are not recommended for survey control.
 AA5262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5262.See file dsdata.txt to determine how the superseded data were derived.
 AA5262
 AA5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME2127314671(NAD 83)
 AA5262_MARKER: DD = SURVEY DISK
 AA5262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5262_STAMPING: GPS 20
 AA5262_MARK LOGO: OH-119
 AA5262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5262+STABILITY: SURFACE MOTION
 AA5262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5262+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5262
 AA5262  HISTORY     - Date     Condition        Report By
 AA5262  HISTORY     - 1992     MONUMENTED       OH-119
 AA5262
 AA5262                          STATION DESCRIPTION
 AA5262
 AA5262'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5262'THE STATION IS IN THE NE 1/4 OF SECTION 10, TOWNSHIP 11, RANGE 13,
 AA5262'WAYNE TOWNSHIP, ABOUT 7 MI (11.3 KM) SE OF ZANESVILLE AND 1 MI (1.6
 AA5262'KM) NW OF PHILO.
 AA5262' 
 AA5262'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (WAYNE
 AA5262'AVENUE), AND STATE ROUTE 146 (MARIETTA STREET), GO 7.50 MI (12.07 KM)
 AA5262'S ON STATE ROUTE 60 TO THE JUNCTION OF MILLERS LANE (COUNTY ROAD 73)IN
 AA5262'THE VILLAGE OF DUNCAN FALLS, TURN LEFT ONTO MILLERS LANE N FOR 0.31 MI
 AA5262'(0.50 KM) TO THE STATION ON THE LEFT.
 AA5262' 
 AA5262'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5262'MONUMENT.  IT IS 225 FT (68.6 M) N OF THE INTERSECTION OF ROEMER
 AA5262'STREET (TOWNSHIP ROAD 1329), 29.5 FT (9.0 M) W OF A POWER POLE MARKED
 AA5262'(710D4-32), 13.8 FT (4.2 M) W OF THE CENTERLINE OF MILLERS LANE, 1.6
 AA5262'FT (0.5 M) E OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5263 ***********************************************************************
 AA5263  DESIGNATION -  GPS 21
 AA5263  PID         -  AA5263
 AA5263  STATE/COUNTY-  OH/MUSKINGUM
 AA5263  USGS QUAD   -  ZANESVILLE EAST (1994)
 AA5263
 AA5263                         *CURRENT SURVEY CONTROL
 AA5263  ___________________________________________________________________
 AA5263* NAD 83(1995)-  39 56 04.24141(N)    081 55 05.16697(W)     ADJUSTED  
 AA5263* NAVD 88     -       268.6    (meters)     881.     (feet)  GPS OBS   
 AA5263  ___________________________________________________________________
 AA5263  X           -     688,540.086 (meters)                     COMP
 AA5263  Y           -  -4,848,916.451 (meters)                     COMP
 AA5263  Z           -   4,072,563.318 (meters)                     COMP
 AA5263  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA5263  ELLIP HEIGHT-         234.72  (meters)          (10/07/05) GPS OBS
 AA5263  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 AA5263
 AA5263  HORZ ORDER  -  FIRST
 AA5263  ELLP ORDER  -  FOURTH    CLASS I
 AA5263
 AA5263.The horizontal coordinates were established by GPS observations
 AA5263.and adjusted by the National Geodetic Survey in April 1998..
 AA5263
 AA5263.The orthometric height was determined by GPS observations and a
 AA5263.high-resolution geoid model.
 AA5263
 AA5263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5263
 AA5263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5263
 AA5263.The ellipsoidal height was determined by GPS observations
 AA5263.and is referenced to NAD 83.
 AA5263
 AA5263.The geoid height was determined by GEOID03.
 AA5263
 AA5263;                    North         East     Units Scale Factor Converg.
 AA5263;SPC OH S     -   214,921.809   649,736.715   MT  0.99998194   +0 22 09.2
 AA5263;UTM  17      - 4,420,892.132   421,555.682   MT  0.99967575   -0 35 21.7
 AA5263
 AA5263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5263!SPC OH S     -   0.99996318  x   0.99998194  =   0.99994512
 AA5263!UTM  17      -   0.99996318  x   0.99967575  =   0.99963894
 AA5263
 AA5263                          SUPERSEDED SURVEY CONTROL
 AA5263
 AA5263  ELLIP H (04/01/98)  234.80   (m)                       GP(       ) 4 1
 AA5263  NAD 83(1986)-  39 56 04.24683(N)    081 55 05.17475(W) AD(       ) 1
 AA5263
 AA5263.Superseded values are not recommended for survey control.
 AA5263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5263.See file dsdata.txt to determine how the superseded data were derived.
 AA5263
 AA5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME2155620892(NAD 83)
 AA5263_MARKER: DD = SURVEY DISK
 AA5263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5263_STAMPING: GPS 21
 AA5263_MARK LOGO: OH-119
 AA5263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5263+STABILITY: SURFACE MOTION
 AA5263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5263+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5263
 AA5263  HISTORY     - Date     Condition        Report By
 AA5263  HISTORY     - 1992     MONUMENTED       OH-119
 AA5263
 AA5263                          STATION DESCRIPTION
 AA5263
 AA5263'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5263'THE STATION IS NEAR THE E LINE OF SECTION 1, TOWNSHIP 12, RANGE 13,
 AA5263'WAYNE TOWNSHIP, ABOUT 4 MI (6.4 KM) E OF ZANESVILLE.
 AA5263' 
 AA5263'TO REACH FROM ZANESVILLE AT THE COUNTY COURT HOUSE, LOCATED AT THE
 AA5263'INTERSECTION OF U.S. 40 AND FOURTH STREET IN DOWNTOWN ZANESVILLE, GO
 AA5263'2.60 MI (4.18 KM) E ON U.S. 40 TO THE JUNCTION OF SOUTH PLEASANT GROVE
 AA5263'ROAD (COUNTY ROAD 5), THE JUNCTION IS ALSO 0.05 MI (0.08 KM) W OF THE
 AA5263'INTERSECTION OF U.S. 40 AND STATE ROUTE 93, TURN RIGHT INTO SOUTH
 AA5263'PLEASANT GROVE ROAD SSE FOR 2.00 MI (3.22 KM) TO THE JUNCTION OF CLAY
 AA5263'PIKE (COUNTY ROAD 5), BEAR LEFT ONTO CLAY PIKE E FOR 0.75 MI (1.21 KM)
 AA5263'TO THE STATION ON THE LEFT.
 AA5263' 
 AA5263'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER CONCRETE MONUMENT 1.0
 AA5263'FT (0.3 M) BELOW GROUND SURFACE.  IT IS 133 FT (40.5 M) W OF THE
 AA5263'INTERSECTION OF MILLERS LANE (TOWNSHIP ROAD 193) AND CLAY PIKE, 128.0
 AA5263'FT (39.0 M) E OF A POWER POLE MARKED (662-436), 20.0 FT (6.1 M) N OF
 AA5263'THE CENTERLINE OF CLAY PIKE, AND 2.0 FT (0.6 M) E OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5264 ***********************************************************************
 AA5264  DESIGNATION -  GPS 22
 AA5264  PID         -  AA5264
 AA5264  STATE/COUNTY-  OH/MUSKINGUM
 AA5264  USGS QUAD   -  ZANESVILLE EAST (1994)
 AA5264
 AA5264                         *CURRENT SURVEY CONTROL
 AA5264  ___________________________________________________________________
 AA5264* NAD 83(1995)-  39 56 13.56696(N)    081 58 36.34645(W)     ADJUSTED  
 AA5264* NAVD 88     -       248.3    (meters)     815.     (feet)  GPS OBS   
 AA5264  ___________________________________________________________________
 AA5264  X           -     683,547.333 (meters)                     COMP
 AA5264  Y           -  -4,849,420.624 (meters)                     COMP
 AA5264  Z           -   4,072,770.847 (meters)                     COMP
 AA5264  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AA5264  ELLIP HEIGHT-         214.44  (meters)          (10/07/05) GPS OBS
 AA5264  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 AA5264
 AA5264  HORZ ORDER  -  FIRST
 AA5264  ELLP ORDER  -  FOURTH    CLASS I
 AA5264
 AA5264.The horizontal coordinates were established by GPS observations
 AA5264.and adjusted by the National Geodetic Survey in April 1998..
 AA5264
 AA5264.The orthometric height was determined by GPS observations and a
 AA5264.high-resolution geoid model.
 AA5264
 AA5264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5264
 AA5264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5264
 AA5264.The ellipsoidal height was determined by GPS observations
 AA5264.and is referenced to NAD 83.
 AA5264
 AA5264.The geoid height was determined by GEOID03.
 AA5264
 AA5264;                    North         East     Units Scale Factor Converg.
 AA5264;SPC OH S     -   215,178.741   644,721.164   MT  0.99998238   +0 19 55.2
 AA5264;UTM  17      - 4,421,232.856   416,546.644   MT  0.99968574   -0 37 37.4
 AA5264
 AA5264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5264!SPC OH S     -   0.99996636  x   0.99998238  =   0.99994874
 AA5264!UTM  17      -   0.99996636  x   0.99968574  =   0.99965211
 AA5264
 AA5264                          SUPERSEDED SURVEY CONTROL
 AA5264
 AA5264  ELLIP H (04/01/98)  214.51   (m)                       GP(       ) 4 1
 AA5264  NAD 83(1986)-  39 56 13.57198(N)    081 58 36.35470(W) AD(       ) 1
 AA5264
 AA5264.Superseded values are not recommended for survey control.
 AA5264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5264.See file dsdata.txt to determine how the superseded data were derived.
 AA5264
 AA5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1654721233(NAD 83)
 AA5264_MARKER: DD = SURVEY DISK
 AA5264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5264_STAMPING: GPS 22
 AA5264_MARK LOGO: OH-119
 AA5264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5264+STABILITY: SURFACE MOTION
 AA5264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5264+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5264
 AA5264  HISTORY     - Date     Condition        Report By
 AA5264  HISTORY     - 1992     MONUMENTED       OH-119
 AA5264
 AA5264                          STATION DESCRIPTION
 AA5264
 AA5264'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5264'THE STATION IS IN SECTION 4, TOWNSHIP 12, RANGE 13, WAYNE TOWNSHIP, ON
 AA5264'THE E SIDE OF ZANESVILLE.
 AA5264' 
 AA5264'TO REACH FROM ZANESVILLE AT THE COUNTY COURT HOUSE, LOCATED AT THE
 AA5264'INTERSECTION OF U.S. 40 (MAIN STREET) AND FOURTH STREET IN DOWNTOWN
 AA5264'ZANESVILLE, GO 1.40 MI (2.25 KM) E ON U.S. 40 TO THE JUNCTION OF
 AA5264'RICHARDS ROAD (COUNTY ROAD 604), TURN RIGHT ONTO RICHARDS ROAD S FOR
 AA5264'0.45 MI (0.72 KM) TO THE MAIN ENTRANCE TO THE MID-EAST OHIO VOCATIONAL
 AA5264'SCHOOL, TURN LEFT INTO SCHOOL ENTRANCE E FOR 400 FT (121.9 M) TO THE
 AA5264'JUNCTION OF AN ACCESS ROAD RUNNING NORTH AND SOUTH, TURN LEFT ONTO
 AA5264'ACCESS ROAD N FOR 300 FT (91.4 M) TO THE STATION ON THE RIGHT SETTING
 AA5264'IN A GRASS ISLAND BETWEEN THE ACCESS ROAD AND A PARKING LOT.
 AA5264' 
 AA5264'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5264'MONUMENT.  IT IS 34.0 FT (10.4 M) E OF THE CENTERLINE OF THE ACCESS
 AA5264'ROAD, AND 14.0 FT (4.3 M) W OF THE W EDGE OF A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5265 ***********************************************************************
 AA5265  DESIGNATION -  GPS 23
 AA5265  PID         -  AA5265
 AA5265  STATE/COUNTY-  OH/MUSKINGUM
 AA5265  USGS QUAD   -  ZANESVILLE EAST (1994)
 AA5265
 AA5265                         *CURRENT SURVEY CONTROL
 AA5265  ___________________________________________________________________
 AA5265* NAD 83(1995)-  39 55 14.34336(N)    081 59 25.27688(W)     ADJUSTED  
 AA5265* NAVD 88     -       275.5    (meters)     904.     (feet)  GPS OBS   
 AA5265  ___________________________________________________________________
 AA5265  X           -     682,563.203 (meters)                     COMP
 AA5265  Y           -  -4,850,764.305 (meters)                     COMP
 AA5265  Z           -   4,071,387.555 (meters)                     COMP
 AA5265  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AA5265  ELLIP HEIGHT-         241.67  (meters)          (10/07/05) GPS OBS
 AA5265  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AA5265
 AA5265  HORZ ORDER  -  FIRST
 AA5265  ELLP ORDER  -  FOURTH    CLASS I
 AA5265
 AA5265.The horizontal coordinates were established by GPS observations
 AA5265.and adjusted by the National Geodetic Survey in April 1998..
 AA5265
 AA5265.The orthometric height was determined by GPS observations and a
 AA5265.high-resolution geoid model.
 AA5265
 AA5265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5265
 AA5265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5265
 AA5265.The ellipsoidal height was determined by GPS observations
 AA5265.and is referenced to NAD 83.
 AA5265
 AA5265.The geoid height was determined by GEOID03.
 AA5265
 AA5265;                    North         East     Units Scale Factor Converg.
 AA5265;SPC OH S     -   213,345.553   643,569.794   MT  0.99997965   +0 19 24.2
 AA5265;UTM  17      - 4,419,419.728   415,365.100   MT  0.99968818   -0 38 08.1
 AA5265
 AA5265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5265!SPC OH S     -   0.99996209  x   0.99997965  =   0.99994174
 AA5265!UTM  17      -   0.99996209  x   0.99968818  =   0.99965028
 AA5265
 AA5265                          SUPERSEDED SURVEY CONTROL
 AA5265
 AA5265  ELLIP H (04/01/98)  241.74   (m)                       GP(       ) 4 1
 AA5265  NAD 83(1986)-  39 55 14.34822(N)    081 59 25.28503(W) AD(       ) 1
 AA5265
 AA5265.Superseded values are not recommended for survey control.
 AA5265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5265.See file dsdata.txt to determine how the superseded data were derived.
 AA5265
 AA5265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1536519420(NAD 83)
 AA5265_MARKER: DD = SURVEY DISK
 AA5265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5265_STAMPING: GPS 23
 AA5265_MARK LOGO: OH-119
 AA5265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5265+STABILITY: SURFACE MOTION
 AA5265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5265+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5265
 AA5265  HISTORY     - Date     Condition        Report By
 AA5265  HISTORY     - 1992     MONUMENTED       OH-119
 AA5265
 AA5265                          STATION DESCRIPTION
 AA5265
 AA5265'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5265'THE STATION IS IN THE SE 1/4 OF SECTION 6, TOWNSHIP 12, RANGE 13, ON
 AA5265'THE E SIDE OF THE CITY OF ZANESVILLE.
 AA5265' 
 AA5265'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (WAYNE
 AA5265'AVENUE) AND STATE ROUTE 146 (MARIETTA STREET), GO 2.00 MI (3.22 KM) E
 AA5265'ON STATE ROUTE 146 TO THE JUNCTION OF N DIETZ LANE (COUNTY ROAD 72),
 AA5265'TURN RIGHT ONTO N DIETZ LANE S FOR 1.20 MI (1.93 KM) TO THE JUNCTION
 AA5265'OF LONGSHORE LANE (TOWNSHIP ROAD 619), TURN RIGHT ONTO LONGSHORE LANE
 AA5265'W FOR 0.80 MI (1.29 KM) TO THE JUNCTION OF A PRIVATE DRIVE, TURN RIGHT
 AA5265'ONTO PRIVATE DRIVE NNE FOR 390 FT (118.9 M) TO THE STATION ON THE
 AA5265'RIGHT.
 AA5265' 
 AA5265'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER CONCRETE MONUMENT.  IT
 AA5265'IS 12.5 FT (3.8 M) E OF THE CENTERLINE OF THE PRIVATE DRIVE, 9.5 FT
 AA5265'(2.9 M) W OF THE NW CORNER OF A CEMENT BLOCK BUILDING, AND 8.0 FT (2.4
 AA5265'M) W OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5266 ***********************************************************************
 AA5266  DESIGNATION -  GPS 24
 AA5266  PID         -  AA5266
 AA5266  STATE/COUNTY-  OH/MUSKINGUM
 AA5266  USGS QUAD   -  ZANESVILLE WEST (1992)
 AA5266
 AA5266                         *CURRENT SURVEY CONTROL
 AA5266  ___________________________________________________________________
 AA5266* NAD 83(1995)-  39 55 26.87248(N)    082 01 40.43181(W)     ADJUSTED  
 AA5266* NAVD 88     -       226.4    (meters)     743.     (feet)  GPS OBS   
 AA5266  ___________________________________________________________________
 AA5266  X           -     679,344.975 (meters)                     COMP
 AA5266  Y           -  -4,850,927.604 (meters)                     COMP
 AA5266  Z           -   4,071,652.401 (meters)                     COMP
 AA5266  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AA5266  ELLIP HEIGHT-         192.55  (meters)          (10/07/05) GPS OBS
 AA5266  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AA5266
 AA5266  HORZ ORDER  -  FIRST
 AA5266  ELLP ORDER  -  FOURTH    CLASS I
 AA5266
 AA5266.The horizontal coordinates were established by GPS observations
 AA5266.and adjusted by the National Geodetic Survey in April 1998..
 AA5266
 AA5266.The orthometric height was determined by GPS observations and a
 AA5266.high-resolution geoid model.
 AA5266
 AA5266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5266
 AA5266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5266
 AA5266.The ellipsoidal height was determined by GPS observations
 AA5266.and is referenced to NAD 83.
 AA5266
 AA5266.The geoid height was determined by GEOID03.
 AA5266
 AA5266;                    North         East     Units Scale Factor Converg.
 AA5266;SPC OH S     -   213,714.522   640,358.234   MT  0.99998022   +0 17 58.4
 AA5266;UTM  17      - 4,419,842.282   412,161.090   MT  0.99969499   -0 39 35.0
 AA5266
 AA5266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5266!SPC OH S     -   0.99996979  x   0.99998022  =   0.99995001
 AA5266!UTM  17      -   0.99996979  x   0.99969499  =   0.99966479
 AA5266
 AA5266                          SUPERSEDED SURVEY CONTROL
 AA5266
 AA5266  ELLIP H (04/01/98)  192.62   (m)                       GP(       ) 4 1
 AA5266  NAD 83(1986)-  39 55 26.87719(N)    082 01 40.44011(W) AD(       ) 1
 AA5266
 AA5266.Superseded values are not recommended for survey control.
 AA5266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5266.See file dsdata.txt to determine how the superseded data were derived.
 AA5266
 AA5266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1216119842(NAD 83)
 AA5266_MARKER: DD = SURVEY DISK
 AA5266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5266_STAMPING: GPS 24
 AA5266_MARK LOGO: OH-119
 AA5266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5266+STABILITY: SURFACE MOTION
 AA5266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5266+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5266
 AA5266  HISTORY     - Date     Condition        Report By
 AA5266  HISTORY     - 1992     MONUMENTED       OH-119
 AA5266
 AA5266                          STATION DESCRIPTION
 AA5266
 AA5266'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5266'THE STATION IS NEAR THE EAST LINE OF SECTION 11, TOWNSHIP 16, RANGE
 AA5266'14, SPRINGFIELD TOWNSHIP, ON THE W SIDE OF THE CITY OF ZANESVILLE.
 AA5266' 
 AA5266'TO REACH FROM ZANESVILLE AT THE COUNY COURT HOUSE, LOCATED AT THE
 AA5266'INTERSECTION OF US 40 (MAIN STREET) AND FOURTH STREET IN DOWNTOWN
 AA5266'ZANESVILLE, GO 0.45 MI (0.72 KM) W ON US 40 TO THE JUNCTINO OF PINE
 AA5266'STREET (ZANSVILLE CITY STREET), TURN LEFT ONTO PINE STREET S FOR 1.00
 AA5266'MI (1.61 KM) TO THE JUNCTION OF PERSHING ROAD (ZANESVILLE CITY
 AA5266'STREET), TURN RIGHT ONTO PERSHING ROAD W FOR 0.60 MI (0.97 KM) TO THE
 AA5266'INTERSECTION OF A RAILROAD TRACK AT THE ZANESVILLE CORPORATION LINE
 AA5266'AND THE STATION ON THE RIGHT ON THE PROPERTY OF THE BRITISH PETROLEUM
 AA5266'BULK PLANT.
 AA5266' 
 AA5266'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER CONCRETE MONUMENT 0.5
 AA5266'FT (15.2 CM) BELOW GROUND SURFACE.  THE MONUMENT HAS BEEN DISTURBED
 AA5266'AND IS LEANING BEFORE THE STATION WAS OCCUPIED.  IT IS 73.5 FT (22.4
 AA5266'M) N OF THE CENTERLINE OF PERSHING ROAD, 37.7 FT (11.5 M) W OF THE
 AA5266'CENTERLINE OF THE RAILROAD TRACKS, 39.2 FT (11.9 M) ENE OF THE SE
 AA5266'CORNER OF A BRICK BUILDING, AND 23.8 FT (7.3 M) W OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5267 ***********************************************************************
 AA5267  DESIGNATION -  GPS 25
 AA5267  PID         -  AA5267
 AA5267  STATE/COUNTY-  OH/MUSKINGUM
 AA5267  USGS QUAD   -  ZANESVILLE WEST (1992)
 AA5267
 AA5267                         *CURRENT SURVEY CONTROL
 AA5267  ___________________________________________________________________
 AA5267* NAD 83(1995)-  39 55 32.62208(N)    082 03 20.12822(W)     ADJUSTED  
 AA5267* NAVD 88     -       252.8    (meters)     829.     (feet)  GPS OBS   
 AA5267  ___________________________________________________________________
 AA5267  X           -     676,987.302 (meters)                     COMP
 AA5267  Y           -  -4,851,162.686 (meters)                     COMP
 AA5267  Z           -   4,071,805.310 (meters)                     COMP
 AA5267  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AA5267  ELLIP HEIGHT-         218.90  (meters)          (10/07/05) GPS OBS
 AA5267  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AA5267
 AA5267  HORZ ORDER  -  FIRST
 AA5267  ELLP ORDER  -  FOURTH    CLASS I
 AA5267
 AA5267.The horizontal coordinates were established by GPS observations
 AA5267.and adjusted by the National Geodetic Survey in April 1998..
 AA5267
 AA5267.The orthometric height was determined by GPS observations and a
 AA5267.high-resolution geoid model.
 AA5267
 AA5267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5267
 AA5267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5267
 AA5267.The ellipsoidal height was determined by GPS observations
 AA5267.and is referenced to NAD 83.
 AA5267
 AA5267.The geoid height was determined by GEOID03.
 AA5267
 AA5267;                    North         East     Units Scale Factor Converg.
 AA5267;SPC OH S     -   213,879.834   637,989.973   MT  0.99998048   +0 16 55.1
 AA5267;UTM  17      - 4,420,047.167   409,796.598   MT  0.99970017   -0 40 39.1
 AA5267
 AA5267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5267!SPC OH S     -   0.99996566  x   0.99998048  =   0.99994614
 AA5267!UTM  17      -   0.99996566  x   0.99970017  =   0.99966584
 AA5267
 AA5267                          SUPERSEDED SURVEY CONTROL
 AA5267
 AA5267  ELLIP H (04/01/98)  218.97   (m)                       GP(       ) 4 1
 AA5267  NAD 83(1986)-  39 55 32.62670(N)    082 03 20.13695(W) AD(       ) 1
 AA5267
 AA5267.Superseded values are not recommended for survey control.
 AA5267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5267.See file dsdata.txt to determine how the superseded data were derived.
 AA5267
 AA5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME0979720047(NAD 83)
 AA5267_MARKER: DD = SURVEY DISK
 AA5267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5267_STAMPING: GPS 25
 AA5267_MARK LOGO: OH-119
 AA5267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5267+STABILITY: SURFACE MOTION
 AA5267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5267+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5267
 AA5267  HISTORY     - Date     Condition        Report By
 AA5267  HISTORY     - 1992     MONUMENTED       OH-119
 AA5267
 AA5267                          STATION DESCRIPTION
 AA5267
 AA5267'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5267'THE STATION IS NEAR THE CENTER OF SECTION 10, TOWNSHIP 16, RANGE 14,
 AA5267'SPRINGFIELD TOWNSHIP, ABOUT 2 MI (3.2 KM) W OF ZANESVILLE.
 AA5267' 
 AA5267'TO REACH FROM ZANESVILLE AT THE COUNTY COURTHOUSE, LOCATED AT THE
 AA5267'INTERSECTION OF US 40 (MAIN STREET) AND FOURTH STREET IN DOWNTOWN
 AA5267'ZANESVILLE, GO 0.45 MI (0.72 KM) W ON US 40 TO THE JUNCTION OF PINE
 AA5267'STREET (ZANESVILLE CITY STREET0, TURN LEFT ONTO PINE STREET S FOR 1.00
 AA5267'MI (1.61 KM) TO THE JUNCTION OF PERSHING ROAD (ZANESVILLE CITY
 AA5267'STREET), TURN RIGHT ONTO PERSHING ROAD W FOR 0.60 MI (0.97 KM) TO THE
 AA5267'INTERSECTION OF A RAILROAD TRACK AT THE ZANESVILLE CORPORATION LINE
 AA5267'WHERE PERSHING ROAD TURNS INTO COOPERMILL ROAD (COUNTY ROAD 71),
 AA5267'CONTINUE W ON COOPERMILL ROAD FOR 1.50 MI (2.41 KM) TO THE JUNCTION OF
 AA5267'OLD COOPERMILL ROAD (COUNTY ROAD 142), BEAR RIGHT ONTO OLD COOPERMILL
 AA5267'ROAD W FOR 220 FT (67.1 M) TO THE STATION ON THE LEFT.
 AA5267' 
 AA5267'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER CONCRETE MONUMENT 0.3
 AA5267'FT (9.1 CM) BELOW GROUND SURFACE.  IT IS 75.0 FT (22.9 M) W OF A POWER
 AA5267'POLE, 70.0 FT (21.3 M) W OF A TELEPHONE CABLE BOX, 15.5 FT (4.7 M) S
 AA5267'OF THE CENTERLINE OF OLD COOPERMILL ROAD, 1.8 FT (0.5 M) E OF A
 AA5267'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5268 ***********************************************************************
 AA5268  DESIGNATION -  GPS 26
 AA5268  PID         -  AA5268
 AA5268  STATE/COUNTY-  OH/MUSKINGUM
 AA5268  USGS QUAD   -  ZANESVILLE WEST (1992)
 AA5268
 AA5268                         *CURRENT SURVEY CONTROL
 AA5268  ___________________________________________________________________
 AA5268* NAD 83(1995)-  39 52 52.60325(N)    082 02 08.90565(W)     ADJUSTED  
 AA5268* NAVD 88     -       218.8    (meters)     718.     (feet)  GPS OBS   
 AA5268  ___________________________________________________________________
 AA5268  X           -     679,097.414 (meters)                     COMP
 AA5268  Y           -  -4,854,038.360 (meters)                     COMP
 AA5268  Z           -   4,067,997.302 (meters)                     COMP
 AA5268  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AA5268  ELLIP HEIGHT-         184.86  (meters)          (10/07/05) GPS OBS
 AA5268  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AA5268
 AA5268  HORZ ORDER  -  FIRST
 AA5268  ELLP ORDER  -  FOURTH    CLASS I
 AA5268
 AA5268.The horizontal coordinates were established by GPS observations
 AA5268.and adjusted by the National Geodetic Survey in April 1998..
 AA5268
 AA5268.The orthometric height was determined by GPS observations and a
 AA5268.high-resolution geoid model.
 AA5268
 AA5268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5268
 AA5268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5268
 AA5268.The ellipsoidal height was determined by GPS observations
 AA5268.and is referenced to NAD 83.
 AA5268
 AA5268.The geoid height was determined by GEOID03.
 AA5268
 AA5268;                    North         East     Units Scale Factor Converg.
 AA5268;SPC OH S     -   208,953.151   639,706.554   MT  0.99997346   +0 17 40.3
 AA5268;UTM  17      - 4,415,093.820   411,430.016   MT  0.99969657   -0 39 51.1
 AA5268
 AA5268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5268!SPC OH S     -   0.99997100  x   0.99997346  =   0.99994446
 AA5268!UTM  17      -   0.99997100  x   0.99969657  =   0.99966758
 AA5268
 AA5268                          SUPERSEDED SURVEY CONTROL
 AA5268
 AA5268  ELLIP H (04/01/98)  184.93   (m)                       GP(       ) 4 1
 AA5268  NAD 83(1986)-  39 52 52.60793(N)    082 02 08.91396(W) AD(       ) 1
 AA5268
 AA5268.Superseded values are not recommended for survey control.
 AA5268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5268.See file dsdata.txt to determine how the superseded data were derived.
 AA5268
 AA5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1143015094(NAD 83)
 AA5268_MARKER: DD = SURVEY DISK
 AA5268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5268_STAMPING: GPS 26
 AA5268_MARK LOGO: OH-119
 AA5268_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5268+STABILITY: SURFACE MOTION
 AA5268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5268+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5268
 AA5268  HISTORY     - Date     Condition        Report By
 AA5268  HISTORY     - 1992     MONUMENTED       OH-119
 AA5268
 AA5268                          STATION DESCRIPTION
 AA5268
 AA5268'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5268'THE STATION IS IN THE E 1/2 OF SECTION 11, TOWNSHIP 15, RANGE 14,
 AA5268'NEWTON TOWNSHIP, ABOUT 1.5 MI (2.4 KM) S OF SOUTH ZANESVILLE AND 3.0
 AA5268'MI (4.8 KM) S OF ZANESVILLE.
 AA5268' 
 AA5268'TO REACH FROM SOUTH ZANESVILLE FROM THE INTERSECTION OF US 22
 AA5268'(MAYSVILLE PIKE) AND STATE ROUTE 719, GO SW ON US 22 FOR 0.50 MI (0.80
 AA5268'KM) TO THE JUNCTION OF EAST MAIN STREET (SOUTH ZANESVILLE CITY
 AA5268'STREET), TURN LEFT ONTO EAST MAIN STREET E FOR 0.15 MI (0.24 KM) TO
 AA5268'THE JUNCTION OF SOUTH PEMBROKE AVENUE (SOUTH ZANESVILLE CITY STREET),
 AA5268'TURN RIGHT ONTO SOUTH PEMBROKE AVENUE S FOR 0.45 MI (0.72 KM) TO THE
 AA5268'JUNCTION OF KENSINGTON AVENUE (SOUTH ZANESVILLE CITY STREET), TURN
 AA5268'LEFT ONTO KENSINGTON AVENUE S FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF
 AA5268'MILL DALE AVENUE(SOUTH ZANESVILLE CITY STREET) AND THE CORPORATION
 AA5268'LINE OF SOUTH ZANESVILLE WHERE KENSINGTON AVENUE TURNS INTO DARLINGTON
 AA5268'DRIVE (COUNTY ROAD 46), CONTINUE S ON DARLINGTON DRIVE FOR 1.20 MI
 AA5268'(1.93 KM) TO THE JUNCTION OF EAST DARLINGTON DRIVE (TOWNSHIP ROAD
 AA5268'74)IN THE VILLAGE OF DARLINGTON, TURN SHARP RIGHT ONTO DARLINGTON
 AA5268'DRIVE W FOR 0.27 MI (0.43 KM) TO THE STATION ON THE LEFT.
 AA5268' 
 AA5268'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5268'MONUMENT.  IT IS 120.0 FT (36.6 M) E OF THE INTERSECTION OF MOXADARLA
 AA5268'ROAD (TOWNSHIP ROAD 74), 127.0 FT (38.7 M) W OF THE CENTERLINE OF A
 AA5268'RAILROAD TRACK, 55.0 FT (16.8 M) SE OF A POWER POLE MARKED (45), 13.0
 AA5268'FT (4.0 M) S OF THE CENTERLINE OF DARLINGTON ROAD, AND 1.7 N OF A
 AA5268'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5269 ***********************************************************************
 AA5269  DESIGNATION -  GPS 27
 AA5269  PID         -  AA5269
 AA5269  STATE/COUNTY-  OH/MUSKINGUM
 AA5269  USGS QUAD   -  ZANESVILLE EAST (1994)
 AA5269
 AA5269                         *CURRENT SURVEY CONTROL
 AA5269  ___________________________________________________________________
 AA5269* NAD 83(1995)-  39 52 56.69675(N)    081 59 19.88845(W)     ADJUSTED  
 AA5269* NAVD 88     -       219.6    (meters)     720.     (feet)  GPS OBS   
 AA5269  ___________________________________________________________________
 AA5269  X           -     683,063.480 (meters)                     COMP
 AA5269  Y           -  -4,853,400.722 (meters)                     COMP
 AA5269  Z           -   4,068,094.713 (meters)                     COMP
 AA5269  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AA5269  ELLIP HEIGHT-         185.68  (meters)          (10/07/05) GPS OBS
 AA5269  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AA5269
 AA5269  HORZ ORDER  -  FIRST
 AA5269  ELLP ORDER  -  FOURTH    CLASS I
 AA5269
 AA5269.The horizontal coordinates were established by GPS observations
 AA5269.and adjusted by the National Geodetic Survey in April 1998..
 AA5269
 AA5269.The orthometric height was determined by GPS observations and a
 AA5269.high-resolution geoid model.
 AA5269
 AA5269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5269
 AA5269.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5269
 AA5269.The ellipsoidal height was determined by GPS observations
 AA5269.and is referenced to NAD 83.
 AA5269
 AA5269.The geoid height was determined by GEOID03.
 AA5269
 AA5269;                    North         East     Units Scale Factor Converg.
 AA5269;SPC OH S     -   209,101.088   643,721.784   MT  0.99997363   +0 19 27.6
 AA5269;UTM  17      - 4,415,174.539   415,446.028   MT  0.99968801   -0 38 02.8
 AA5269
 AA5269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5269!SPC OH S     -   0.99997087  x   0.99997363  =   0.99994450
 AA5269!UTM  17      -   0.99997087  x   0.99968801  =   0.99965889
 AA5269
 AA5269                          SUPERSEDED SURVEY CONTROL
 AA5269
 AA5269  ELLIP H (04/01/98)  185.75   (m)                       GP(       ) 4 1
 AA5269  NAD 83(1986)-  39 52 56.70164(N)    081 59 19.89642(W) AD(       ) 1
 AA5269
 AA5269.Superseded values are not recommended for survey control.
 AA5269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5269.See file dsdata.txt to determine how the superseded data were derived.
 AA5269
 AA5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1544615175(NAD 83)
 AA5269_MARKER: DD = SURVEY DISK
 AA5269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5269_STAMPING: GPS 27
 AA5269_MARK LOGO: OH-119
 AA5269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5269+STABILITY: SURFACE MOTION
 AA5269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5269+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5269
 AA5269  HISTORY     - Date     Condition        Report By
 AA5269  HISTORY     - 1992     MONUMENTED       OH-119
 AA5269
 AA5269                          STATION DESCRIPTION
 AA5269
 AA5269'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5269'THE STATION IS IN THE NW 1/4 OF SECTION 7, TOWNSHIP 11, RANGE 13,
 AA5269'BRUSH CREEK TOWNSHIP, ABOUT 2.5 MI (4.0 KM) S OF ZANESVILLE.
 AA5269' 
 AA5269'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (WAYNE
 AA5269'AVENUE) AND STATE ROUTE 146 (MARIETTA STREET), GO 1.75 MI (2.82 KM) S
 AA5269'ON STATE ROUTE 60 TO THE JUNCTION OF STATE ROUTE 555, TURN RIGHT ONTO
 AA5269'STATE ROUTE 555 W ACROSS THE MUSKINGUM RIVER 0.20 MI (0.32 KM) TO THE
 AA5269'JUNCTION OF OLD RIVER ROAD (COUNTY ROAD 6), TURN LEFT ONTO OLD RIVER
 AA5269'ROAD S FOR 2.45 MI (3.94 KM) TO THE STATION ON THE LEFT.
 AA5269' 
 AA5269'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5269'MONUMENT.  IT IS 670.0 FT (204.2 M) S OF THE INTERSECTINO OF OLD RIVER
 AA5269'ROAD (COUNTY ROAD 6B), 21.2 FT (6.5 M) NE OF THE CENTERLINE OF OLD
 AA5269'RIVER ROAD (COUNTY ROAD 6), AND 2.5 FT (0.8 M) S OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5270 ***********************************************************************
 AA5270  DESIGNATION -  GPS 28
 AA5270  PID         -  AA5270
 AA5270  STATE/COUNTY-  OH/MUSKINGUM
 AA5270  USGS QUAD   -  PHILO (1994)
 AA5270
 AA5270                         *CURRENT SURVEY CONTROL
 AA5270  ___________________________________________________________________
 AA5270* NAD 83(1995)-  39 50 45.23297(N)    081 59 00.73576(W)     ADJUSTED  
 AA5270* NAVD 88     -       226.4    (meters)     743.     (feet)  GPS OBS   
 AA5270  ___________________________________________________________________
 AA5270  X           -     683,877.319 (meters)                     COMP
 AA5270  Y           -  -4,855,916.060 (meters)                     COMP
 AA5270  Z           -   4,064,986.810 (meters)                     COMP
 AA5270  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AA5270  ELLIP HEIGHT-         192.53  (meters)          (10/07/05) GPS OBS
 AA5270  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AA5270
 AA5270  HORZ ORDER  -  FIRST
 AA5270  ELLP ORDER  -  FOURTH    CLASS I
 AA5270
 AA5270.The horizontal coordinates were established by GPS observations
 AA5270.and adjusted by the National Geodetic Survey in April 1998..
 AA5270
 AA5270.The orthometric height was determined by GPS observations and a
 AA5270.high-resolution geoid model.
 AA5270
 AA5270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5270
 AA5270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5270
 AA5270.The ellipsoidal height was determined by GPS observations
 AA5270.and is referenced to NAD 83.
 AA5270
 AA5270.The geoid height was determined by GEOID03.
 AA5270
 AA5270;                    North         East     Units Scale Factor Converg.
 AA5270;SPC OH S     -   205,049.225   644,200.044   MT  0.99996829   +0 19 39.7
 AA5270;UTM  17      - 4,411,116.396   415,856.348   MT  0.99968716   -0 37 48.8
 AA5270
 AA5270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5270!SPC OH S     -   0.99996980  x   0.99996829  =   0.99993809
 AA5270!UTM  17      -   0.99996980  x   0.99968716  =   0.99965697
 AA5270
 AA5270                          SUPERSEDED SURVEY CONTROL
 AA5270
 AA5270  ELLIP H (04/01/98)  192.60   (m)                       GP(       ) 4 1
 AA5270  NAD 83(1986)-  39 50 45.23766(N)    081 59 00.74379(W) AD(       ) 1
 AA5270
 AA5270.Superseded values are not recommended for survey control.
 AA5270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5270.See file dsdata.txt to determine how the superseded data were derived.
 AA5270
 AA5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1585611116(NAD 83)
 AA5270_MARKER: DD = SURVEY DISK
 AA5270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5270_STAMPING: GPS 28
 AA5270_MARK LOGO: OH-119
 AA5270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5270+STABILITY: SURFACE MOTION
 AA5270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5270+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5270
 AA5270  HISTORY     - Date     Condition        Report By
 AA5270  HISTORY     - 1992     MONUMENTED       OH-119
 AA5270
 AA5270                          STATION DESCRIPTION
 AA5270
 AA5270'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5270'THE STATION IS IN THE SE 1/4 OF SECTION 17, TOWNSHIP 11, RANGE 13,
 AA5270'BRUSH CREEK TOWNSHIP, ABOUT 6 MILE (9.7 KM) S OF ZANESVILLE.
 AA5270' 
 AA5270'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (WAYNE
 AA5270'AVENUE) AND STATE ROUTE 146 (MARIETTA STREET) GO 1.7 5 MI (8.0 KM) S
 AA5270'ON STATE ROUTE 60 TO THE JUNCTION OF STATE ROUTE 555, TURN RIGHT ONTO
 AA5270'STATE ROUTE 555 W ACROSS THE MUSKINGUM RIVER 0.20 MI (0.32 KM) TO THE
 AA5270'JUNCTION OF STATE ROUTE 719, TURN LEFT ONTO STATE ROUTE 555 S FOR 5.25
 AA5270'MI (8.45 KM) TO THE STATION ON THE LEFT.
 AA5270' 
 AA5270'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5270'MONUMENT.  IT IS 81.0 FT (24.7 M) S OF THE CENTERLINE OF A PRIVATE
 AA5270'DRIVE AT THE ADDRESS OF 5626 CENTER ROAD, 40.0 FT (12.2 M) SW OF A
 AA5270'POWER POLE MARKED (7133-2), 29.0 FT (8.8 M) E OF THE CENTERLINE OF
 AA5270'STATE ROUTE 555, 8.0 FT (2.4 M) E OF THE 6 MILE (9.7 KM) MARKER SIGN
 AA5270'ON STATE ROUTE 555, AND 7.0 FT (2.1 M) E OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5271 ***********************************************************************
 AA5271  DESIGNATION -  GPS 29
 AA5271  PID         -  AA5271
 AA5271  STATE/COUNTY-  OH/MUSKINGUM
 AA5271  USGS QUAD   -  PHILO (1994)
 AA5271
 AA5271                         *CURRENT SURVEY CONTROL
 AA5271  ___________________________________________________________________
 AA5271* NAD 83(1995)-  39 46 07.86956(N)    081 55 21.90966(W)     ADJUSTED  
 AA5271* NAVD 88     -       319.1    (meters)    1047.     (feet)  GPS OBS   
 AA5271  ___________________________________________________________________
 AA5271  X           -     689,808.099 (meters)                     COMP
 AA5271  Y           -  -4,860,680.705 (meters)                     COMP
 AA5271  Z           -   4,058,474.318 (meters)                     COMP
 AA5271  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AA5271  ELLIP HEIGHT-         285.11  (meters)          (10/07/05) GPS OBS
 AA5271  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AA5271
 AA5271  HORZ ORDER  -  FIRST
 AA5271  ELLP ORDER  -  FOURTH    CLASS I
 AA5271
 AA5271.The horizontal coordinates were established by GPS observations
 AA5271.and adjusted by the National Geodetic Survey in April 1998..
 AA5271
 AA5271.The orthometric height was determined by GPS observations and a
 AA5271.high-resolution geoid model.
 AA5271
 AA5271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5271
 AA5271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5271
 AA5271.The ellipsoidal height was determined by GPS observations
 AA5271.and is referenced to NAD 83.
 AA5271
 AA5271.The geoid height was determined by GEOID03.
 AA5271
 AA5271;                    North         East     Units Scale Factor Converg.
 AA5271;SPC OH S     -   196,526.798   649,456.785   MT  0.99995838   +0 21 58.6
 AA5271;UTM  17      - 4,402,509.759   420,968.539   MT  0.99967689   -0 35 25.1
 AA5271
 AA5271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5271!SPC OH S     -   0.99995527  x   0.99995838  =   0.99991366
 AA5271!UTM  17      -   0.99995527  x   0.99967689  =   0.99963218
 AA5271
 AA5271                          SUPERSEDED SURVEY CONTROL
 AA5271
 AA5271  ELLIP H (04/01/98)  285.18   (m)                       GP(       ) 4 1
 AA5271  NAD 83(1986)-  39 46 07.87416(N)    081 55 21.91756(W) AD(       ) 1
 AA5271
 AA5271.Superseded values are not recommended for survey control.
 AA5271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5271.See file dsdata.txt to determine how the superseded data were derived.
 AA5271
 AA5271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME2096902510(NAD 83)
 AA5271_MARKER: DD = SURVEY DISK
 AA5271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5271_STAMPING: GPS 29
 AA5271_MARK LOGO: OH-119
 AA5271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5271+STABILITY: SURFACE MOTION
 AA5271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5271+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5271
 AA5271  HISTORY     - Date     Condition        Report By
 AA5271  HISTORY     - 1992     MONUMENTED       OH-119
 AA5271
 AA5271                          STATION DESCRIPTION
 AA5271
 AA5271'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5271'THE STATION IS IN THE SW 1/4 OF SECTION 31, TOWNSHIP 12, RANGE 12,
 AA5271'HARRISON TOWNSHIP, ABOUT 12 MI (19.3 KM) S OF ZANESVILLE, AND 6 MI
 AA5271'(9.7 KM) S OF PHILO.
 AA5271' 
 AA5271'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (WAYNE
 AA5271'AVENUE) AND STATE ROUTE 146 (MARIETTA STREET0, GO 13.30 MI (21.40 KM)
 AA5271'SE ON STATE ROUTE 60 TO THE JUNCTION OF STATE ROUTE 376 AND NORTH
 AA5271'STREET (COUNTY ROAD 66) IN THE VILLAGE OF GAYSPORT, TURN RIGHT ONTO
 AA5271'NORTH STREET W AND ACROSS A BRIDGE OVER THE MUSKINGUM RIVER FOR 0.15
 AA5271'MI (0.24 KM) TO THE JUNCTINO OF OLD RIVER ROAD (COUNTY ROAD 6), TURN
 AA5271'LEFT ONTO OLD RIVER ROAD S FOR 2.80 MI (4.51 KM) TO THE JUNCTION OF
 AA5271'CEDAR RUN ROAD (TOWNSHIP ROAD 243), TURN RIGHT ONTO CEDAR RUN ROAD W
 AA5271'FOR 1.25 MI (2.01 KM) TO THE JUNCTION OF BREWER LANE (TOWNSHIP ROAD
 AA5271'243), TURN LEFT ONTO BREWER LANE S FOR 0.10 MI (0.16 KM) TO THE
 AA5271'STATION ON THE LEFT LOCATED ON THE N SIDE OF A KNOLL.
 AA5271' 
 AA5271'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5271'MONUMENT.  IT IS 74.0 FT (22.6 M) E OF THE CENTERLINE OF BREWER LANE,
 AA5271'AND 2.0 FT (0.6 M) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5272 ***********************************************************************
 AA5272  DESIGNATION -  GPS 30
 AA5272  PID         -  AA5272
 AA5272  STATE/COUNTY-  OH/MORGAN
 AA5272  USGS QUAD   -  PHILO (1994)
 AA5272
 AA5272                         *CURRENT SURVEY CONTROL
 AA5272  ___________________________________________________________________
 AA5272* NAD 83(1995)-  39 45 45.46629(N)    081 57 41.67433(W)     ADJUSTED  
 AA5272* NAVD 88     -       327.1    (meters)    1073.     (feet)  GPS OBS   
 AA5272  ___________________________________________________________________
 AA5272  X           -     686,577.016 (meters)                     COMP
 AA5272  Y           -  -4,861,590.714 (meters)                     COMP
 AA5272  Z           -   4,057,948.278 (meters)                     COMP
 AA5272  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AA5272  ELLIP HEIGHT-         293.08  (meters)          (10/07/05) GPS OBS
 AA5272  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AA5272
 AA5272  HORZ ORDER  -  FIRST
 AA5272  ELLP ORDER  -  FOURTH    CLASS I
 AA5272
 AA5272.The horizontal coordinates were established by GPS observations
 AA5272.and adjusted by the National Geodetic Survey in April 1998..
 AA5272
 AA5272.The orthometric height was determined by GPS observations and a
 AA5272.high-resolution geoid model.
 AA5272
 AA5272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5272
 AA5272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5272
 AA5272.The ellipsoidal height was determined by GPS observations
 AA5272.and is referenced to NAD 83.
 AA5272
 AA5272.The geoid height was determined by GEOID03.
 AA5272
 AA5272;                    North         East     Units Scale Factor Converg.
 AA5272;SPC OH S     -   195,815.336   646,134.665   MT  0.99995765   +0 20 29.9
 AA5272;UTM  17      - 4,401,854.043   417,635.930   MT  0.99968352   -0 36 54.2
 AA5272
 AA5272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5272!SPC OH S     -   0.99995402  x   0.99995765  =   0.99991167
 AA5272!UTM  17      -   0.99995402  x   0.99968352  =   0.99963756
 AA5272
 AA5272                          SUPERSEDED SURVEY CONTROL
 AA5272
 AA5272  ELLIP H (04/01/98)  293.15   (m)                       GP(       ) 4 1
 AA5272  NAD 83(1986)-  39 45 45.47083(N)    081 57 41.68227(W) AD(       ) 1
 AA5272
 AA5272.Superseded values are not recommended for survey control.
 AA5272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5272.See file dsdata.txt to determine how the superseded data were derived.
 AA5272
 AA5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1763601854(NAD 83)
 AA5272_MARKER: DD = SURVEY DISK
 AA5272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5272_STAMPING: GPS 30
 AA5272_MARK LOGO: OH-119
 AA5272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5272+STABILITY: SURFACE MOTION
 AA5272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5272+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5272
 AA5272  HISTORY     - Date     Condition        Report By
 AA5272  HISTORY     - 1992     MONUMENTED       OH-119
 AA5272
 AA5272                          STATION DESCRIPTION
 AA5272
 AA5272'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5272'THE STATION IS IN NW 1/4 OF SECTION 22, TOWNSHIP 10, RANGE 13, YORK
 AA5272'TOWNSHIP, ABOUT 10 MI (16.1 KM) NW OF MCCONNELSVILLE AND 5 MI (8.0 KM)
 AA5272'NE OF DEAVERTOWN.
 AA5272' 
 AA5272'TO REACH FROM DEAVERTOWN AT THE INTERSECTION OF STATE RUOTES 555 AND
 AA5272'669, GO 3.00 MI (4.83 KM) N ON OVERLAPPING STATE ROUTES 555 AND 669 TO
 AA5272'THE JUNCTION WHERE THE STATE ROUTES SPLIT, GO 2.00 MI (3.22 KM) E ON
 AA5272'STATE ROUTE 669 TO THE JUNCTION OF SHARPS RIDGE ROAD (TOWNSHIP ROAD
 AA5272'9), TURN LEFT ONTO SHARPS RIDGE ROAD NE FOR 1.00 MI (1.61 KM) TO THE
 AA5272'STATION ON THE LEFT.
 AA5272' 
 AA5272'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5272'MONUMENT.  IT IS 14.0 FT (4.3 M) N OF THE CENTERLINE OF SHARPS RIDGE
 AA5272'ROAD, 38.5 FT (11.7 M) N OF A FENCE, AND 1.4 FT (0.4 M) S OF A WITNESS
 AA5272'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5273 ***********************************************************************
 AA5273  DESIGNATION -  GPS 31
 AA5273  PID         -  AA5273
 AA5273  STATE/COUNTY-  OH/MUSKINGUM
 AA5273  USGS QUAD   -  CROOKSVILLE (1994)
 AA5273
 AA5273                         *CURRENT SURVEY CONTROL
 AA5273  ___________________________________________________________________
 AA5273* NAD 83(1995)-  39 46 13.71310(N)    082 00 02.46357(W)     ADJUSTED  
 AA5273* NAVD 88     -       280.2    (meters)     919.     (feet)  GPS OBS   
 AA5273  ___________________________________________________________________
 AA5273  X           -     683,175.942 (meters)                     COMP
 AA5273  Y           -  -4,861,470.716 (meters)                     COMP
 AA5273  Z           -   4,058,587.996 (meters)                     COMP
 AA5273  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AA5273  ELLIP HEIGHT-         246.26  (meters)          (10/07/05) GPS OBS
 AA5273  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AA5273
 AA5273  HORZ ORDER  -  FIRST
 AA5273  ELLP ORDER  -  FOURTH    CLASS I
 AA5273
 AA5273.The horizontal coordinates were established by GPS observations
 AA5273.and adjusted by the National Geodetic Survey in April 1998..
 AA5273
 AA5273.The orthometric height was determined by GPS observations and a
 AA5273.high-resolution geoid model.
 AA5273
 AA5273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5273
 AA5273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5273
 AA5273.The ellipsoidal height was determined by GPS observations
 AA5273.and is referenced to NAD 83.
 AA5273
 AA5273.The geoid height was determined by GEOID03.
 AA5273
 AA5273;                    North         East     Units Scale Factor Converg.
 AA5273;SPC OH S     -   196,667.210   642,778.917   MT  0.99995857   +0 19 00.6
 AA5273;UTM  17      - 4,402,761.593   414,295.782   MT  0.99969043   -0 38 24.7
 AA5273
 AA5273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5273!SPC OH S     -   0.99996137  x   0.99995857  =   0.99991994
 AA5273!UTM  17      -   0.99996137  x   0.99969043  =   0.99965181
 AA5273
 AA5273                          SUPERSEDED SURVEY CONTROL
 AA5273
 AA5273  ELLIP H (04/01/98)  246.33   (m)                       GP(       ) 4 1
 AA5273  NAD 83(1986)-  39 46 13.71761(N)    082 00 02.47157(W) AD(       ) 1
 AA5273
 AA5273.Superseded values are not recommended for survey control.
 AA5273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5273.See file dsdata.txt to determine how the superseded data were derived.
 AA5273
 AA5273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1429602762(NAD 83)
 AA5273_MARKER: DD = SURVEY DISK
 AA5273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5273_STAMPING: GPS 31
 AA5273_MARK LOGO: OH-119
 AA5273_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5273+STABILITY: SURFACE MOTION
 AA5273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5273+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5273
 AA5273  HISTORY     - Date     Condition        Report By
 AA5273  HISTORY     - 1992     MONUMENTED       OH-119
 AA5273
 AA5273                          STATION DESCRIPTION
 AA5273
 AA5273'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5273'THE STATION IS IN THE SW 1/4 OF SECTION 17, TOWNSHIP 10, RANGE 13,
 AA5273'BRUSH CREEK TOWNSHIP, ABOUT 11 MI (17.7 KM) S OF ZANESVILLE AND 5 MI
 AA5273'(8.0 KM) SE OF ROSEVILLE.
 AA5273' 
 AA5273'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (WAYNE
 AA5273'AVENUE) AND STATE ROUTE 146 (MARIETTA STREET), GO 1.75 MI (2.82 KM) S
 AA5273'ON STATE ROUTE 60 TO THE JUNCTION OF STATE ROUTE 555, TURN RIGHT ONTO
 AA5273'STATE ROUTE 555 W ACROSS THE MUSKINGUM RIVER 0.20 MI (0.32 KM) TO THE
 AA5273'JUNCTION OF STATE ROUTE 719, TURN LEFT ONTO STATE ROUTE 555 S FOR
 AA5273'10.95 MI (17.62 KM) TO THE STATION ON THE RIGHT.
 AA5273' 
 AA5273'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER CONCRETE MONUMENT 0.3
 AA5273'FT (9.1 CM) BELOW GROUND SURFACE.  IT IS 0.25 MI (0.40 KM) N OF THE
 AA5273'MUSKINGUM AND MORGAN COUNTY LINE, APPROXIMATELY 50.0 FT (15.2 M) N OF
 AA5273'THE TOP OF A SMALL HILL, 72.0 FT (21.9 M) NW OF A POWER POLE MARKED
 AA5273'(57), 22.3 FT (6.8 M) W OF THE CENTERLINE OF STATE ROUTE 555, AND 5.7
 AA5273'FT (1.7 M) W OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5274 ***********************************************************************
 AA5274  DESIGNATION -  GPS 32
 AA5274  PID         -  AA5274
 AA5274  STATE/COUNTY-  OH/MUSKINGUM
 AA5274  USGS QUAD   -  CROOKSVILLE (1994)
 AA5274
 AA5274                         *CURRENT SURVEY CONTROL
 AA5274  ___________________________________________________________________
 AA5274* NAD 83(1995)-  39 46 35.00083(N)    082 02 37.77203(W)     ADJUSTED  
 AA5274* NAVD 88     -       299.8    (meters)     984.     (feet)  GPS OBS   
 AA5274  ___________________________________________________________________
 AA5274  X           -     679,459.216 (meters)                     COMP
 AA5274  Y           -  -4,861,582.663 (meters)                     COMP
 AA5274  Z           -   4,059,105.174 (meters)                     COMP
 AA5274  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AA5274  ELLIP HEIGHT-         265.87  (meters)          (10/07/05) GPS OBS
 AA5274  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AA5274
 AA5274  HORZ ORDER  -  FIRST
 AA5274  ELLP ORDER  -  FOURTH    CLASS I
 AA5274
 AA5274.The horizontal coordinates were established by GPS observations
 AA5274.and adjusted by the National Geodetic Survey in April 1998..
 AA5274
 AA5274.The orthometric height was determined by GPS observations and a
 AA5274.high-resolution geoid model.
 AA5274
 AA5274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5274
 AA5274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5274
 AA5274.The ellipsoidal height was determined by GPS observations
 AA5274.and is referenced to NAD 83.
 AA5274
 AA5274.The geoid height was determined by GEOID03.
 AA5274
 AA5274;                    North         East     Units Scale Factor Converg.
 AA5274;SPC OH S     -   197,304.170   639,079.503   MT  0.99995927   +0 17 22.0
 AA5274;UTM  17      - 4,403,460.078   410,608.501   MT  0.99969838   -0 40 04.4
 AA5274
 AA5274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5274!SPC OH S     -   0.99995829  x   0.99995927  =   0.99991756
 AA5274!UTM  17      -   0.99995829  x   0.99969838  =   0.99965668
 AA5274
 AA5274                          SUPERSEDED SURVEY CONTROL
 AA5274
 AA5274  ELLIP H (04/01/98)  265.94   (m)                       GP(       ) 4 1
 AA5274  NAD 83(1986)-  39 46 35.00533(N)    082 02 37.78008(W) AD(       ) 1
 AA5274
 AA5274.Superseded values are not recommended for survey control.
 AA5274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5274.See file dsdata.txt to determine how the superseded data were derived.
 AA5274
 AA5274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1060903460(NAD 83)
 AA5274_MARKER: DD = SURVEY DISK
 AA5274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5274_STAMPING: GPS 32
 AA5274_MARK LOGO: OH-119
 AA5274_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5274+STABILITY: SURFACE MOTION
 AA5274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5274+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5274
 AA5274  HISTORY     - Date     Condition        Report By
 AA5274  HISTORY     - 1992     MONUMENTED       OH-119
 AA5274
 AA5274                          STATION DESCRIPTION
 AA5274
 AA5274'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5274'THE STATION IS IN THE E 1/2 OF SECTION 14, TOWNSHIP 14, RANGE 14, CLAY
 AA5274'TOWNSHIP, ABOUT 12 MI (19.3 KM) S OF ZANESVILLE, AND 2 MI (3.2 KM) SE
 AA5274'OF ROSEVILLE.
 AA5274' 
 AA5274'TO REACH FROM ROSEVILLE AT THE POST OFFICE ON MAIN STREET, GO S ON
 AA5274'MAIN STREET FOR 0.60 MI (0.97 KM) TO A T INTERSECTION AND JUNCTION OF
 AA5274'EAST ATHENS ROAD (COUNTY ROAD 87) TO THE LEFT, TURN LEFT ONTO EAST
 AA5274'ATHENS ROAD SE FOR 2.50 MI (4.02 KM) TO THE STATION ON THE LEFT.
 AA5274' 
 AA5274'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER CONCRETE MONUMENT 0.4
 AA5274'FT (12.2 CM) BELOW GROUND SURFACE.  IT IS 260.0 FT (79.2 M) NW OF THE
 AA5274'INTERSECTION OF WATTS ROAD (TOWNSHIP ROAD 624), 43.5 FT (13.3 M) SE OF
 AA5274'A POWER POLE MARKED (24), 15.0 FT (4.6 M) NE OF THE CENTERLINE OF EAST
 AA5274'ATHENS ROAD, AND 1.0 FT (0.3 M) SW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5275 ***********************************************************************
 AA5275  DESIGNATION -  GPS 33
 AA5275  PID         -  AA5275
 AA5275  STATE/COUNTY-  OH/PERRY
 AA5275  USGS QUAD   -  CROOKSVILLE (1994)
 AA5275
 AA5275                         *CURRENT SURVEY CONTROL
 AA5275  ___________________________________________________________________
 AA5275* NAD 83(1995)-  39 46 32.46729(N)    082 04 32.56732(W)     ADJUSTED  
 AA5275* NAVD 88     -       307.9    (meters)    1010.     (feet)  GPS OBS   
 AA5275  ___________________________________________________________________
 AA5275  X           -     676,761.178 (meters)                     COMP
 AA5275  Y           -  -4,862,015.718 (meters)                     COMP
 AA5275  Z           -   4,059,050.281 (meters)                     COMP
 AA5275  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AA5275  ELLIP HEIGHT-         273.94  (meters)          (10/07/05) GPS OBS
 AA5275  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AA5275
 AA5275  HORZ ORDER  -  FIRST
 AA5275  ELLP ORDER  -  FOURTH    CLASS I
 AA5275
 AA5275.The horizontal coordinates were established by GPS observations
 AA5275.and adjusted by the National Geodetic Survey in April 1998..
 AA5275
 AA5275.The orthometric height was determined by GPS observations and a
 AA5275.high-resolution geoid model.
 AA5275
 AA5275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5275
 AA5275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5275
 AA5275.The ellipsoidal height was determined by GPS observations
 AA5275.and is referenced to NAD 83.
 AA5275
 AA5275.The geoid height was determined by GEOID03.
 AA5275
 AA5275;                    North         East     Units Scale Factor Converg.
 AA5275;SPC OH S     -   197,212.717   636,348.150   MT  0.99995918   +0 16 09.2
 AA5275;UTM  17      - 4,403,414.288   407,876.705   MT  0.99970448   -0 41 17.8
 AA5275
 AA5275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5275!SPC OH S     -   0.99995703  x   0.99995918  =   0.99991621
 AA5275!UTM  17      -   0.99995703  x   0.99970448  =   0.99966152
 AA5275
 AA5275                          SUPERSEDED SURVEY CONTROL
 AA5275
 AA5275  ELLIP H (04/01/98)  274.01   (m)                       GP(       ) 4 1
 AA5275  NAD 83(1986)-  39 46 32.47177(N)    082 04 32.57535(W) AD(       ) 1
 AA5275
 AA5275.Superseded values are not recommended for survey control.
 AA5275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5275.See file dsdata.txt to determine how the superseded data were derived.
 AA5275
 AA5275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME0787703414(NAD 83)
 AA5275_MARKER: DD = SURVEY DISK
 AA5275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5275_STAMPING: GPS 33
 AA5275_MARK LOGO: OH-119
 AA5275_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5275+STABILITY: SURFACE MOTION
 AA5275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5275+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5275
 AA5275  HISTORY     - Date     Condition        Report By
 AA5275  HISTORY     - 1992     MONUMENTED       OH-119
 AA5275
 AA5275                          STATION DESCRIPTION
 AA5275
 AA5275'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5275'THE STATION IS IN THE SE 1/4 OF SECTION 16, TOWNSHIP 14, RANGE 14,
 AA5275'HARRISON TOWNSHIP, NEAR THE MUSKINGUM AND PERRY COUNTY LINE, ABOUT 1
 AA5275'MI (1.6 KM) N OF CROOKSVILLE AND 1 MI (1.6 KM) S OF ROSEVILLE.
 AA5275' 
 AA5275'TO REACH FROM ROSEVILLE AT THE POST OFFICE LOCATED ON MAIN STREET, GO
 AA5275'0.60 MI (0.97 KM) S ON MAIN STREET TO A T INTERSECTION AT THE JUNCTION
 AA5275'OF ATHENS ROAD (ROSEVILLE VILLAGE STREET), TURN RIGHT ONTO ATHENS ROAD
 AA5275'W FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF OLD STATE ROAD (COUNTY ROAD
 AA5275'90), TURN LEFT ONTO OLD STATE ROAD S FOR 1.57 MI (2.53 KM) TO THE
 AA5275'JUNCTION OF A STONE FIELD DRIVE ON THE LEFT, TURN LEFT ONTO FIELD
 AA5275'DRIVE ESE AND UP A HILL FOR 0.10 MI (0.16 KM) TO A DIRT DRIVE ON THE
 AA5275'RIGHT, CONTINUE ON STONE FIELD DRIVE ESE FOR 0.38 MI (0.61 KM) TO THE
 AA5275'STATION ON THE LEFT ON THE W SIDE OF THE HIGH POINT OF A HILL.
 AA5275' 
 AA5275'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5275'MONUMENT.  IT IS 100.0 FT (30.5 M) E OF THE STONE FIELD DRIVE AND 1.3
 AA5275'FT (0.4 M) NW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5276 ***********************************************************************
 AA5276  DESIGNATION -  GPS 34
 AA5276  PID         -  AA5276
 AA5276  STATE/COUNTY-  OH/MUSKINGUM
 AA5276  USGS QUAD   -  CROOKSVILLE (1994)
 AA5276
 AA5276                         *CURRENT SURVEY CONTROL
 AA5276  ___________________________________________________________________
 AA5276* NAD 83(1995)-  39 48 42.15614(N)    082 04 13.93680(W)     ADJUSTED  
 AA5276* NAVD 88     -       225.9    (meters)     741.     (feet)  GPS OBS   
 AA5276  ___________________________________________________________________
 AA5276  X           -     676,838.463 (meters)                     COMP
 AA5276  Y           -  -4,859,356.559 (meters)                     COMP
 AA5276  Z           -   4,062,071.214 (meters)                     COMP
 AA5276  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AA5276  ELLIP HEIGHT-         191.95  (meters)          (10/07/05) GPS OBS
 AA5276  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AA5276
 AA5276  HORZ ORDER  -  FIRST
 AA5276  ELLP ORDER  -  FOURTH    CLASS I
 AA5276
 AA5276.The horizontal coordinates were established by GPS observations
 AA5276.and adjusted by the National Geodetic Survey in April 1998..
 AA5276
 AA5276.The orthometric height was determined by GPS observations and a
 AA5276.high-resolution geoid model.
 AA5276
 AA5276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5276
 AA5276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5276
 AA5276.The ellipsoidal height was determined by GPS observations
 AA5276.and is referenced to NAD 83.
 AA5276
 AA5276.The geoid height was determined by GEOID03.
 AA5276
 AA5276;                    North         East     Units Scale Factor Converg.
 AA5276;SPC OH S     -   201,214.458   636,772.472   MT  0.99996367   +0 16 21.0
 AA5276;UTM  17      - 4,407,407.349   408,367.730   MT  0.99970337   -0 41 07.7
 AA5276
 AA5276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5276!SPC OH S     -   0.99996989  x   0.99996367  =   0.99993356
 AA5276!UTM  17      -   0.99996989  x   0.99970337  =   0.99967327
 AA5276
 AA5276                          SUPERSEDED SURVEY CONTROL
 AA5276
 AA5276  ELLIP H (04/01/98)  192.02   (m)                       GP(       ) 4 1
 AA5276  NAD 83(1986)-  39 48 42.16069(N)    082 04 13.94496(W) AD(       ) 1
 AA5276
 AA5276.Superseded values are not recommended for survey control.
 AA5276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5276.See file dsdata.txt to determine how the superseded data were derived.
 AA5276
 AA5276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME0836807407(NAD 83)
 AA5276_MARKER: DD = SURVEY DISK
 AA5276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5276_STAMPING: GPS 34
 AA5276_MARK LOGO: OH-119
 AA5276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5276+STABILITY: SURFACE MOTION
 AA5276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5276+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5276
 AA5276  HISTORY     - Date     Condition        Report By
 AA5276  HISTORY     - 1992     MONUMENTED       OH-119
 AA5276
 AA5276                          STATION DESCRIPTION
 AA5276
 AA5276'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5276'THE STATION IS IN THE NW 1/4 OF SECTION 3, TOWNSHIP 14, RANGE 14, CLAY
 AA5276'TOWNSHIP, ABOUT 9 MI (14.5 KM) S OF ZANESVILLE AND ON THE N SIDE OF
 AA5276'ROSEVILLE.
 AA5276' 
 AA5276'TO REACH FROM ROSEVILLE AT THE POST OFFICE ON MAIN STREET, GO 0.25 MI
 AA5276'(0.40 KM) N ON MAIN STREET TO A FLOOD CONTROL DIKE ALONG THE WEST SIDE
 AA5276'OF MOXAHALA CREEK AND THE STATION ON THE RIGHT LOCATED IN THE MIDDLE
 AA5276'OF THE DIKE.
 AA5276' 
 AA5276'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5276'MONUMENT. IT IS 255.0 FT (77.7 M) S OF THE CENTER OF THE S ABUTMENT OF
 AA5276'THE BRIDGE ON RANSBOTTOM ROAD (COUNTY ROAD 32) WHICH IS THE EXTENSION
 AA5276'OF MAIN STREET, 91.0 FT (27.7 M) S ALONG THE DIKE FROM THE CENTERLINE
 AA5276'OF A RAILROAD TRACK,  AND 7.4 FT (2.3 M) W OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5277 ***********************************************************************
 AA5277  DESIGNATION -  GPS 35
 AA5277  PID         -  AA5277
 AA5277  STATE/COUNTY-  OH/PERRY
 AA5277  USGS QUAD   -  CROOKSVILLE (1994)
 AA5277
 AA5277                         *CURRENT SURVEY CONTROL
 AA5277  ___________________________________________________________________
 AA5277* NAD 83(1995)-  39 48 51.06852(N)    082 06 50.19070(W)     ADJUSTED  
 AA5277* NAVD 88     -       292.8    (meters)     961.     (feet)  GPS OBS   
 AA5277  ___________________________________________________________________
 AA5277  X           -     673,140.015 (meters)                     COMP
 AA5277  Y           -  -4,859,744.475 (meters)                     COMP
 AA5277  Z           -   4,062,325.211 (meters)                     COMP
 AA5277  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AA5277  ELLIP HEIGHT-         258.87  (meters)          (10/07/05) GPS OBS
 AA5277  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AA5277
 AA5277  HORZ ORDER  -  FIRST
 AA5277  ELLP ORDER  -  FOURTH    CLASS I
 AA5277
 AA5277.The horizontal coordinates were established by GPS observations
 AA5277.and adjusted by the National Geodetic Survey in April 1998..
 AA5277
 AA5277.The orthometric height was determined by GPS observations and a
 AA5277.high-resolution geoid model.
 AA5277
 AA5277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5277
 AA5277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5277
 AA5277.The ellipsoidal height was determined by GPS observations
 AA5277.and is referenced to NAD 83.
 AA5277
 AA5277.The geoid height was determined by GEOID03.
 AA5277
 AA5277;                    North         East     Units Scale Factor Converg.
 AA5277;SPC OH S     -   201,472.538   633,054.887   MT  0.99996399   +0 14 41.9
 AA5277;UTM  17      - 4,407,727.475   404,655.931   MT  0.99971191   -0 42 47.9
 AA5277
 AA5277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5277!SPC OH S     -   0.99995939  x   0.99996399  =   0.99992338
 AA5277!UTM  17      -   0.99995939  x   0.99971191  =   0.99967131
 AA5277
 AA5277                          SUPERSEDED SURVEY CONTROL
 AA5277
 AA5277  ELLIP H (04/01/98)  258.93   (m)                       GP(       ) 4 1
 AA5277  NAD 83(1986)-  39 48 51.07318(N)    082 06 50.19919(W) AD(       ) 1
 AA5277
 AA5277.Superseded values are not recommended for survey control.
 AA5277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5277.See file dsdata.txt to determine how the superseded data were derived.
 AA5277
 AA5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME0465607727(NAD 83)
 AA5277_MARKER: DD = SURVEY DISK
 AA5277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5277_STAMPING: GPS 35
 AA5277_MARK LOGO: OH-119
 AA5277_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5277+STABILITY: SURFACE MOTION
 AA5277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5277+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5277
 AA5277  HISTORY     - Date     Condition        Report By
 AA5277  HISTORY     - 1992     MONUMENTED       OH-119
 AA5277
 AA5277                          STATION DESCRIPTION
 AA5277
 AA5277'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5277'THE STATION IS IN THE NE 1/4 OF SECTION 6, TOWNSHIP 14, RANGE 14,
 AA5277'HARRISION TOWNSHIP, ABOUT 2 MI (3.2 KM) W OF ROSEVILLE AND 3 MI (4.8
 AA5277'KM) NW OF CROOKSVILLE.
 AA5277' 
 AA5277'TO REACH FROM ROSEVILLE AT THE POST OFFICE LOCATED ON MAIN STREET, GO
 AA5277'0.20 MI (0.32 KM) N ON MAIN STREET TO THE JUNCTION OF ELM STREET
 AA5277'(ROSEVILLE VILLAGE STREET), TURN LEFT ONTO ELM STREET W FOR 0.24 MI
 AA5277'(0.39 KM) TO THE JUNCTION OF ZANESVILLE ROAD (ROSEVILLE VILLAGE
 AA5277'STREET), TURN RIGHT ONTO ZANESVILLE ROAD N OFR 100 FT (30.5 M) TO THE
 AA5277'JUNCTION OF NELSON ROAD (PERRY COUNTY ROAD 102), TURN LEFT ONTO NELSON
 AA5277'ROAD W FOR 0.27 MI (0.43 KM) TO THE JUNCTION OF STATE ROUTE 93,
 AA5277'CONTINUE W AND ACROSS STATE ROUTE 93 ONTO HARRISON TOWNSHIP ROAD 71A
 AA5277'FOR 1.95 MI (3.14 KM) TO A FIELD DRIVE AND A GATE IN A FENCE. THE
 AA5277'STATION IS ON THE LEFT INSIDE A SMALL FENCED IN CEMETERY.
 AA5277' 
 AA5277'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5277'MONUMENT.  IT IS 186.0 FT (56.7 M) S OF THE CENTERLINE OF TOWNSHIP
 AA5277'ROAD 71A, 103.0 FT (31.4 M) W OF THE CENTERLINE OF THE FIELD DRIVE,
 AA5277'42.0 FT (12.8 M) S OF THE NE FENCE CORNER OF THE CEMETERY, 8.5 FT (2.6
 AA5277'M) NW OF THE SE FENCE CORNER OF THE CEMETERY, AND 3.4 FT (1.0 M) W OF
 AA5277'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5278 ***********************************************************************
 AA5278  DESIGNATION -  GPS 36
 AA5278  PID         -  AA5278
 AA5278  STATE/COUNTY-  OH/PERRY
 AA5278  USGS QUAD   -  FULTONHAM (1992)
 AA5278
 AA5278                         *CURRENT SURVEY CONTROL
 AA5278  ___________________________________________________________________
 AA5278* NAD 83(1995)-  39 49 09.42449(N)    082 09 10.08089(W)     ADJUSTED  
 AA5278* NAVD 88     -       243.8    (meters)     800.     (feet)  GPS OBS   
 AA5278  ___________________________________________________________________
 AA5278  X           -     669,789.306 (meters)                     COMP
 AA5278  Y           -  -4,859,803.414 (meters)                     COMP
 AA5278  Z           -   4,062,728.652 (meters)                     COMP
 AA5278  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AA5278  ELLIP HEIGHT-         209.80  (meters)          (10/07/05) GPS OBS
 AA5278  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AA5278
 AA5278  HORZ ORDER  -  FIRST
 AA5278  ELLP ORDER  -  FOURTH    CLASS I
 AA5278
 AA5278.The horizontal coordinates were established by GPS observations
 AA5278.and adjusted by the National Geodetic Survey in April 1998..
 AA5278
 AA5278.The orthometric height was determined by GPS observations and a
 AA5278.high-resolution geoid model.
 AA5278
 AA5278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5278
 AA5278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5278
 AA5278.The ellipsoidal height was determined by GPS observations
 AA5278.and is referenced to NAD 83.
 AA5278
 AA5278.The geoid height was determined by GEOID03.
 AA5278
 AA5278;                    North         East     Units Scale Factor Converg.
 AA5278;SPC OH S     -   202,025.140   629,725.613   MT  0.99996466   +0 13 13.1
 AA5278;UTM  17      - 4,408,335.537   401,337.192   MT  0.99971984   -0 44 17.8
 AA5278
 AA5278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5278!SPC OH S     -   0.99996709  x   0.99996466  =   0.99993175
 AA5278!UTM  17      -   0.99996709  x   0.99971984  =   0.99968694
 AA5278
 AA5278                          SUPERSEDED SURVEY CONTROL
 AA5278
 AA5278  ELLIP H (04/01/98)  209.86   (m)                       GP(       ) 4 1
 AA5278  NAD 83(1986)-  39 49 09.42915(N)    082 09 10.08941(W) AD(       ) 1
 AA5278
 AA5278.Superseded values are not recommended for survey control.
 AA5278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5278.See file dsdata.txt to determine how the superseded data were derived.
 AA5278
 AA5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME0133708336(NAD 83)
 AA5278_MARKER: DD = SURVEY DISK
 AA5278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5278_STAMPING: GPS 36
 AA5278_MARK LOGO: OH-119
 AA5278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5278+STABILITY: SURFACE MOTION
 AA5278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5278+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5278
 AA5278  HISTORY     - Date     Condition        Report By
 AA5278  HISTORY     - 1992     MONUMENTED       OH-119
 AA5278
 AA5278                          STATION DESCRIPTION
 AA5278
 AA5278'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5278'THE STATION IS IN THE NE 1/4 OF SECTION 2, TOWNSHIP 16, RANGE 15,
 AA5278'MADISON TOWNSHIP, ABOUT 11 MI (17.7 KM) SW OF ZANESVILLE, 4 MI (6.4
 AA5278'KM) W OF ROSEVILLE AND 3 MI (4.8 KM) S OF FULTONHAM.
 AA5278' 
 AA5278'TO REACH FROM ZANESVILLE AT THE BRIDGE OVER THE MUSKINGUM RIVER ON US
 AA5278'22 (KNOWN AS THE SIXTH STREET BRIDGE), GO SW ON US 22 FOR 9.25 MI
 AA5278'(14.89 KM) TO THE JUNCTION OF STATE ROUTE 345, TURN LEFT ONTO STATE
 AA5278'ROUTE 345 S FOR 2.13 MI (3.43 KM) TO THE JUNCTION OF BUTCHER KNIFE
 AA5278'ROAD (TOWNSHIP ROAD 268), TURN RIGHT ONTO BUTCHER KNIFE ROAD SW FOR
 AA5278'0.74 MI (1.19 KM) TO THE MUSKINGUM AND PERRY COUNTY LINE, CONTINUE SW
 AA5278'ON BUTCHER KNIFE ROAD (PERRY COUNTY ROAD 95) FOR 0.11 MI (0.18 KM) TO
 AA5278'THE STATION ON THE LEFT.
 AA5278' 
 AA5278'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER CONCRETE MONUMENT 0.2
 AA5278'FT (6.1 CM) BELOW GROUND SURFACE.  IT IS 17.7 FT (5.4 M) SW OF THE SW
 AA5278'END OF A CONCRETE BRIDGE, 14.5 FT (4.4 M) SE OF THE CENTERLINE OF
 AA5278'BUTCHER KNIFE ROAD, AND 2.5 FT (0.8 M) W OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5279 ***********************************************************************
 AA5279  DESIGNATION -  GPS 37
 AA5279  PID         -  AA5279
 AA5279  STATE/COUNTY-  OH/MUSKINGUM
 AA5279  USGS QUAD   -  FULTONHAM (1992)
 AA5279
 AA5279                         *CURRENT SURVEY CONTROL
 AA5279  ___________________________________________________________________
 AA5279* NAD 83(1995)-  39 51 04.32497(N)    082 09 23.45502(W)     ADJUSTED  
 AA5279* NAVD 88     -       268.2    (meters)     880.     (feet)  GPS OBS   
 AA5279  ___________________________________________________________________
 AA5279  X           -     669,166.958 (meters)                     COMP
 AA5279  Y           -  -4,857,616.524 (meters)                     COMP
 AA5279  Z           -   4,065,465.639 (meters)                     COMP
 AA5279  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AA5279  ELLIP HEIGHT-         234.26  (meters)          (10/07/05) GPS OBS
 AA5279  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AA5279
 AA5279  HORZ ORDER  -  FIRST
 AA5279  ELLP ORDER  -  FOURTH    CLASS I
 AA5279
 AA5279.The horizontal coordinates were established by GPS observations
 AA5279.and adjusted by the National Geodetic Survey in April 1998..
 AA5279
 AA5279.The orthometric height was determined by GPS observations and a
 AA5279.high-resolution geoid model.
 AA5279
 AA5279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5279
 AA5279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5279
 AA5279.The ellipsoidal height was determined by GPS observations
 AA5279.and is referenced to NAD 83.
 AA5279
 AA5279.The geoid height was determined by GEOID03.
 AA5279
 AA5279;                    North         East     Units Scale Factor Converg.
 AA5279;SPC OH S     -   205,567.549   629,394.071   MT  0.99996904   +0 13 04.6
 AA5279;UTM  17      - 4,411,882.123   401,065.042   MT  0.99972050   -0 44 28.1
 AA5279
 AA5279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5279!SPC OH S     -   0.99996325  x   0.99996904  =   0.99993229
 AA5279!UTM  17      -   0.99996325  x   0.99972050  =   0.99968376
 AA5279
 AA5279                          SUPERSEDED SURVEY CONTROL
 AA5279
 AA5279  ELLIP H (04/01/98)  234.32   (m)                       GP(       ) 4 1
 AA5279  NAD 83(1986)-  39 51 04.32964(N)    082 09 23.46353(W) AD(       ) 1
 AA5279
 AA5279.Superseded values are not recommended for survey control.
 AA5279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5279.See file dsdata.txt to determine how the superseded data were derived.
 AA5279
 AA5279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME0106511882(NAD 83)
 AA5279_MARKER: DD = SURVEY DISK
 AA5279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5279_STAMPING: GPS 37
 AA5279_MARK LOGO: OH-119
 AA5279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5279+STABILITY: SURFACE MOTION
 AA5279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5279+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5279
 AA5279  HISTORY     - Date     Condition        Report By
 AA5279  HISTORY     - 1992     MONUMENTED       OH-119
 AA5279
 AA5279                          STATION DESCRIPTION
 AA5279
 AA5279'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5279'THE STATION IS IN THE SE 1/4 OF SECTION 23, TOWNSHIP 17, RANGE 15,
 AA5279'NEWTON TOWNSHIP, ABOUT 10 MI (16.1 KM) SW OF ZANESVILLE AND 1 MI (1.6
 AA5279'KM) W OF FULTONHAM.
 AA5279' 
 AA5279'TO REACH FROM ZANESVILLE AT THE BRIDGE OVER THE MUSKINGUM RIVER ON US
 AA5279'22 (KNOWN AS THE SIXTH STREET BRIDGE), GO SW ON US 22 FOR 9.25 MI
 AA5279'(14.89 KM) TO THE JUNCTION OF STATE ROUTE 345, CONTINUE W ON US 22 FOR
 AA5279'1.70 MI (2.74 KM) TO THE STATION ON THE LEFT.
 AA5279' 
 AA5279'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5279'MONUMENT.  IT IS 0.31 MI (0.50 KM) W OF THE INTERSECTION OF OLD TOWN
 AA5279'ROAD (COUNTY ROAD 652), 42.6 FT (13.0 M) S OF THE CENTERLINE OF AN
 AA5279'ASPHALT SECTION OF OLD US 22, 43.0 FT (13.1 M) E OF A FENCE CORNER,
 AA5279'28.0 FT (8.5 M) E OF THE CENTERLINE OF A CONCRETE DRIVE, AND 1.3 FT
 AA5279'(0.4 M) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5280 ***********************************************************************
 AA5280  DESIGNATION -  GPS 38
 AA5280  PID         -  AA5280
 AA5280  STATE/COUNTY-  OH/PERRY
 AA5280  USGS QUAD   -  GRATIOT (1992)
 AA5280
 AA5280                         *CURRENT SURVEY CONTROL
 AA5280  ___________________________________________________________________
 AA5280* NAD 83(1995)-  39 53 37.19311(N)    082 10 39.21231(W)     ADJUSTED  
 AA5280* NAVD 88     -       285.7    (meters)     937.     (feet)  GPS OBS   
 AA5280  ___________________________________________________________________
 AA5280  X           -     666,973.226 (meters)                     COMP
 AA5280  Y           -  -4,854,880.697 (meters)                     COMP
 AA5280  Z           -   4,069,095.462 (meters)                     COMP
 AA5280  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 AA5280  ELLIP HEIGHT-         251.73  (meters)          (10/07/05) GPS OBS
 AA5280  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AA5280
 AA5280  HORZ ORDER  -  FIRST
 AA5280  ELLP ORDER  -  FOURTH    CLASS I
 AA5280
 AA5280.The horizontal coordinates were established by GPS observations
 AA5280.and adjusted by the National Geodetic Survey in April 1998..
 AA5280
 AA5280.The orthometric height was determined by GPS observations and a
 AA5280.high-resolution geoid model.
 AA5280
 AA5280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5280
 AA5280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5280
 AA5280.The ellipsoidal height was determined by GPS observations
 AA5280.and is referenced to NAD 83.
 AA5280
 AA5280.The geoid height was determined by GEOID03.
 AA5280
 AA5280;                    North         East     Units Scale Factor Converg.
 AA5280;SPC OH S     -   210,275.548   627,576.407   MT  0.99997535   +0 12 16.5
 AA5280;UTM  17      - 4,416,618.718   399,326.905   MT  0.99972477   -0 45 19.1
 AA5280
 AA5280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5280!SPC OH S     -   0.99996051  x   0.99997535  =   0.99993586
 AA5280!UTM  17      -   0.99996051  x   0.99972477  =   0.99968529
 AA5280
 AA5280                          SUPERSEDED SURVEY CONTROL
 AA5280
 AA5280  ELLIP H (04/01/98)  251.79   (m)                       GP(       ) 4 1
 AA5280  NAD 83(1986)-  39 53 37.19780(N)    082 10 39.22086(W) AD(       ) 1
 AA5280
 AA5280.Superseded values are not recommended for survey control.
 AA5280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5280.See file dsdata.txt to determine how the superseded data were derived.
 AA5280
 AA5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE9932716619(NAD 83)
 AA5280_MARKER: DD = SURVEY DISK
 AA5280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5280_STAMPING: GPS 38
 AA5280_MARK LOGO: OH-119
 AA5280_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5280+STABILITY: SURFACE MOTION
 AA5280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5280+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5280
 AA5280  HISTORY     - Date     Condition        Report By
 AA5280  HISTORY     - 1992     MONUMENTED       OH-119
 AA5280
 AA5280                          STATION DESCRIPTION
 AA5280
 AA5280'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5280'THE STATION IS NEAR THE N LINE OF SECTION 10, TOWNSHIP 17, RANGE 15,
 AA5280'MADISON TOWNSHIP, ABOUT 9 MI (14.5 KM) WSW OF ZANESVILLE, 3 MI (4.8
 AA5280'KM) NW OF FULTONHAM, AND 10 MI (16.1 KM) E OF GLENFORD.
 AA5280' 
 AA5280'TO REACH FROM ZANESVILLE AT THE BRIDGE OVER THE MUSKINGUM RIVER ON US
 AA5280'22 (KNOWN AS THE SIXTH STREET BRIDGE), GO SW ON US 22 FOR 5.15 MI
 AA5280'(8.29 KM) TO THE JUNCTION OF STATE ROUTE 93, CONTINUE W ON US 22 FOR
 AA5280'0.60 MI (0.97 KM) TO THE JUNCTION OF LIMESTONE VALLEY ROAD (COUNTY
 AA5280'ROAD 652), TURN LEFT ONTO LIMESTONE VALLEY ROAD SW FOR 1.47 MI (2.37
 AA5280'KM) TO THE JUNCTION OF BAGLEY ROAD (COUNTY ROAD 33), TURN RIGHT ONTO
 AA5280'BAGLEY ROAD NW FOR 4.10 MI (6.60 KM) TO THE MUSKINGUM AND PERRY COUNTY
 AA5280'LINE, BAGLEY ROAD CHANGES TO PERRY COUNTY ROAD 67 (KROFT ROAD) ,
 AA5280'CONTINUE W ON COUNTY ROAD 67 0.80 MI (1.29 KM) TO THE STATION ON THE
 AA5280'LEFT.
 AA5280' 
 AA5280'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5280'MONUMENT.  IT IS 255.0 FT (77.7 M) W OF A PRIVATE DRIVE AT THE ADDRESS
 AA5280'OF 7241 KROFT ROAD, 21.0 FT (6.4 M) S OF THE CENTERLINE OF KROFT ROAD,
 AA5280'33.0 FT (10.1 M) E OF A FENCE CORNER, 19.0 FT (5.8 M) E OF A GAS PIPE
 AA5280'LINE MARKER, 4.0 FT (1.2 M) N OF A WOVEN WIRE FENCE, AND 4.0 FT (1.2
 AA5280'M) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5281 ***********************************************************************
 AA5281  DESIGNATION -  GPS 39
 AA5281  PID         -  AA5281
 AA5281  STATE/COUNTY-  OH/PERRY
 AA5281  USGS QUAD   -  GRATIOT (1992)
 AA5281
 AA5281                         *CURRENT SURVEY CONTROL
 AA5281  ___________________________________________________________________
 AA5281* NAD 83(1995)-  39 53 45.89828(N)    082 12 46.03210(W)     ADJUSTED  
 AA5281* NAVD 88     -       250.4    (meters)     822.     (feet)  GPS OBS   
 AA5281  ___________________________________________________________________
 AA5281  X           -     663,961.127 (meters)                     COMP
 AA5281  Y           -  -4,855,092.429 (meters)                     COMP
 AA5281  Z           -   4,069,278.839 (meters)                     COMP
 AA5281  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AA5281  ELLIP HEIGHT-         216.46  (meters)          (10/07/05) GPS OBS
 AA5281  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 AA5281
 AA5281  HORZ ORDER  -  FIRST
 AA5281  ELLP ORDER  -  FOURTH    CLASS I
 AA5281
 AA5281.The horizontal coordinates were established by GPS observations
 AA5281.and adjusted by the National Geodetic Survey in April 1998..
 AA5281
 AA5281.The orthometric height was determined by GPS observations and a
 AA5281.high-resolution geoid model.
 AA5281
 AA5281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5281
 AA5281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5281
 AA5281.The ellipsoidal height was determined by GPS observations
 AA5281.and is referenced to NAD 83.
 AA5281
 AA5281.The geoid height was determined by GEOID03.
 AA5281
 AA5281;                    North         East     Units Scale Factor Converg.
 AA5281;SPC OH S     -   210,533.858   624,562.753   MT  0.99997573   +0 10 56.1
 AA5281;UTM  17      - 4,416,927.409   396,318.745   MT  0.99973234   -0 46 40.6
 AA5281
 AA5281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5281!SPC OH S     -   0.99996604  x   0.99997573  =   0.99994177
 AA5281!UTM  17      -   0.99996604  x   0.99973234  =   0.99969839
 AA5281
 AA5281                          SUPERSEDED SURVEY CONTROL
 AA5281
 AA5281  ELLIP H (04/01/98)  216.52   (m)                       GP(       ) 4 1
 AA5281  NAD 83(1986)-  39 53 45.90294(N)    082 12 46.04084(W) AD(       ) 1
 AA5281
 AA5281.Superseded values are not recommended for survey control.
 AA5281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5281.See file dsdata.txt to determine how the superseded data were derived.
 AA5281
 AA5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE9631916927(NAD 83)
 AA5281_MARKER: DD = SURVEY DISK
 AA5281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5281_STAMPING: GPS 39
 AA5281_MARK LOGO: OH-119
 AA5281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5281+STABILITY: SURFACE MOTION
 AA5281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5281+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5281
 AA5281  HISTORY     - Date     Condition        Report By
 AA5281  HISTORY     - 1992     MONUMENTED       OH-119
 AA5281
 AA5281                          STATION DESCRIPTION
 AA5281
 AA5281'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5281'THE STATION IS IN THE SW 1/4 OF SECTION 5, TOWNSHIP 17, RANGE 15,
 AA5281'MADISON TOWNSHIP, ABOUT 11 MI (17.7 KM) WSW OF ZANESVILLE, 5 MI (8.0
 AA5281'KM) NW OF FULTONHAM, AND 8 MI (12.9 KM) E OF GLENFORD.
 AA5281' 
 AA5281'TO REACH FROM ZANESVILLE AT THE BRIDGE OVER THE MUSKINGUM RIVER ON US
 AA5281'22 (KNOWN AS THE SIXTH STREET BRIDGE), GO SW ON US 22 FOR 5.15 MI
 AA5281'(8.29 KM) TO THE JUNCTION OF STATE ROUTE 93, CONTINUE W ON US 22 FOR
 AA5281'0.60 MI (0.97 KM) TO THE JUNCTION OF LIMESTONE VALLEY ROAD (COUNTY
 AA5281'ROAD 652), TURN LEFT ONTO LIMESTONE VALLEY ROAD SW FOR 1.47 MI (2.37
 AA5281'KM) TO THE JUNCTION OF BAGLEY ROAD (COUNTY ROAD 33), TURN RIGHT ONTO
 AA5281'BAGLEY ROAD NW FOR 4.10 MI (6.60 KM) TO THE MUSKINGUM AND PERRY COUNTY
 AA5281'LINE, BAGLEY ROAD CHANGES TO PERRY COUNTY ROAD 67 (KROFT ROAD) ,
 AA5281'CONTINUE W ON COUNTY ROAD 67 FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF
 AA5281'COUNTY ROAD 34 (GRATIOT ROAD), TURN LEFT ON COUNTY ROAD 34 SW FOR 0.60
 AA5281'MI (0.97 KM) TO THE JUNCTION OF MADISON TOWNSHIP ROAD 30 AND THE
 AA5281'STATION ON THE LEFT.
 AA5281' 
 AA5281'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5281'MONUMENT.  IT IS 15.0 FT (4.6 M) E OF THE CENTERLINE OF COUNTY ROAD
 AA5281'34, 38.5 FT (11.7 M) NE OF A FENCE CORNER, 15.0 FT (4.6 M) N OF A
 AA5281'CULVERT UNDER COUNTY ROAD 34, 2.5 FT (0.8 M) W OF A TELEPHONE CABLE
 AA5281'BOX, AND 3.1 FT (0.9 M) W OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5282 ***********************************************************************
 AA5282  DESIGNATION -  GPS 40
 AA5282  PID         -  AA5282
 AA5282  STATE/COUNTY-  OH/MUSKINGUM
 AA5282  USGS QUAD   -  GRATIOT (1992)
 AA5282
 AA5282                         *CURRENT SURVEY CONTROL
 AA5282  ___________________________________________________________________
 AA5282* NAD 83(1995)-  39 54 57.65974(N)    082 13 55.01073(W)     ADJUSTED  
 AA5282* NAVD 88     -       312.2    (meters)    1024.     (feet)  GPS OBS   
 AA5282  ___________________________________________________________________
 AA5282  X           -     662,151.942 (meters)                     COMP
 AA5282  Y           -  -4,853,954.245 (meters)                     COMP
 AA5282  Z           -   4,071,016.368 (meters)                     COMP
 AA5282  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 AA5282  ELLIP HEIGHT-         278.26  (meters)          (10/07/05) GPS OBS
 AA5282  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AA5282
 AA5282  HORZ ORDER  -  FIRST
 AA5282  ELLP ORDER  -  FOURTH    CLASS I
 AA5282
 AA5282.The horizontal coordinates were established by GPS observations
 AA5282.and adjusted by the National Geodetic Survey in April 1998..
 AA5282
 AA5282.The orthometric height was determined by GPS observations and a
 AA5282.high-resolution geoid model.
 AA5282
 AA5282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5282
 AA5282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5282
 AA5282.The ellipsoidal height was determined by GPS observations
 AA5282.and is referenced to NAD 83.
 AA5282
 AA5282.The geoid height was determined by GEOID03.
 AA5282
 AA5282;                    North         East     Units Scale Factor Converg.
 AA5282;SPC OH S     -   212,742.059   622,917.544   MT  0.99997890   +0 10 12.3
 AA5282;UTM  17      - 4,419,162.334   394,711.172   MT  0.99973647   -0 47 26.0
 AA5282
 AA5282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5282!SPC OH S     -   0.99995635  x   0.99997890  =   0.99993525
 AA5282!UTM  17      -   0.99995635  x   0.99973647  =   0.99969283
 AA5282
 AA5282                          SUPERSEDED SURVEY CONTROL
 AA5282
 AA5282  ELLIP H (04/01/98)  278.32   (m)                       GP(       ) 4 1
 AA5282  NAD 83(1986)-  39 54 57.66441(N)    082 13 55.01955(W) AD(       ) 1
 AA5282
 AA5282.Superseded values are not recommended for survey control.
 AA5282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5282.See file dsdata.txt to determine how the superseded data were derived.
 AA5282
 AA5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE9471119162(NAD 83)
 AA5282_MARKER: DD = SURVEY DISK
 AA5282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5282_STAMPING: GPS 40
 AA5282_MARK LOGO: OH-119
 AA5282_PROJECTION: FLUSH
 AA5282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5282+STABILITY: SURFACE MOTION
 AA5282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5282+SATELLITE: SATELLITE OBSERVATIONS - July 04, 1998
 AA5282
 AA5282  HISTORY     - Date     Condition        Report By
 AA5282  HISTORY     - 1992     MONUMENTED       OH-119
 AA5282  HISTORY     - 19980704 GOOD             GEOMET
 AA5282
 AA5282                          STATION DESCRIPTION
 AA5282
 AA5282'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5282'THE STATION IS IN THE SW 1/4 OF SECTION 18, TOWNSHIP 18, RANGE 15,
 AA5282'HOPEWELL TOWNSHIP, ABOUT 12 MI (19.3 KM) W OF ZANESVILLE AND 2 MI (3.2
 AA5282'KM) S OF GRATIOT.
 AA5282' 
 AA5282'TO REACH FROM GRATIOT AT THE POST OFFICE LOCATED ON MAIN STREET, GO
 AA5282'0.38 MI (0.61 KM) W ON MAIN STREET TO THE JUNCTION OF MT PERRY ROAD
 AA5282'(MUSKINGUM COUNTY ROAD 30), TURN LEFT ONTO MT PERRY ROAD S FOR 0.09 MI
 AA5282'(0.14 KM) TO THE JUNCTION OF US 40, CONTINUE S ON MT PERRY ROAD FOR
 AA5282'1.80 MI (2.90 KM) TO THE JUNCTION OF PALMER ROAD (TOWNSHIP ROAD 285),
 AA5282'TURN RIGHT ONTO PALMER ROAD WSW FOR 0.61 MI (0.98 KM) TO A FIELD DRIVE
 AA5282'AND OPENING IN A FENCE ON THE S SIDE OF THE ROAD, FIELD DRIVE IS ALSO
 AA5282'320 FT (97.5 M) E OF THE INTERSECTION OF RANKIN ROAD (TOWNSHIP ROAD
 AA5282'7), TURN LEFT ONTO FIELD DRIVE S AND GO 591 FT (180.1 M) TO THE HIGH
 AA5282'POINT OF THE FIELD.
 AA5282' 
 AA5282'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER CONCRETE MONUMENT 0.3
 AA5282'FT (9.1 CM) BELOW GROUND SURFACE.  IT IS 1.3 FT (0.4 M) N OF A WITNESS
 AA5282'POST.
 AA5282
 AA5282                          STATION RECOVERY (1998)
 AA5282
 AA5282'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AA5282'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5283 ***********************************************************************
 AA5283  DESIGNATION -  GPS 41
 AA5283  PID         -  AA5283
 AA5283  STATE/COUNTY-  OH/MUSKINGUM
 AA5283  USGS QUAD   -  ADAMSVILLE (1994)
 AA5283
 AA5283                         *CURRENT SURVEY CONTROL
 AA5283  ___________________________________________________________________
 AA5283* NAD 83(1995)-  40 00 37.95783(N)    081 54 45.47159(W)     ADJUSTED  
 AA5283* NAVD 88     -       303.1    (meters)     994.     (feet)  GPS OBS   
 AA5283  ___________________________________________________________________
 AA5283  X           -     688,243.805 (meters)                     COMP
 AA5283  Y           -  -4,843,507.247 (meters)                     COMP
 AA5283  Z           -   4,079,055.502 (meters)                     COMP
 AA5283  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AA5283  ELLIP HEIGHT-         269.34  (meters)          (10/07/05) GPS OBS
 AA5283  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AA5283
 AA5283  HORZ ORDER  -  FIRST
 AA5283  ELLP ORDER  -  FOURTH    CLASS I
 AA5283
 AA5283.The horizontal coordinates were established by GPS observations
 AA5283.and adjusted by the National Geodetic Survey in April 1998..
 AA5283
 AA5283.The orthometric height was determined by GPS observations and a
 AA5283.high-resolution geoid model.
 AA5283
 AA5283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5283
 AA5283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5283
 AA5283.The ellipsoidal height was determined by GPS observations
 AA5283.and is referenced to NAD 83.
 AA5283
 AA5283.The geoid height was determined by GEOID03.
 AA5283
 AA5283;                    North         East     Units Scale Factor Converg.
 AA5283;SPC OH S     -   223,366.745   650,149.413   MT  0.99999557   +0 22 21.7
 AA5283;UTM  17      - 4,429,326.333   422,109.497   MT  0.99967469   -0 35 12.4
 AA5283
 AA5283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5283!SPC OH S     -   0.99995775  x   0.99999557  =   0.99995332
 AA5283!UTM  17      -   0.99995775  x   0.99967469  =   0.99963245
 AA5283
 AA5283                          SUPERSEDED SURVEY CONTROL
 AA5283
 AA5283  ELLIP H (04/01/98)  269.41   (m)                       GP(       ) 4 1
 AA5283  NAD 83(1986)-  40 00 37.96328(N)    081 54 45.48000(W) AD(       ) 1
 AA5283
 AA5283.Superseded values are not recommended for survey control.
 AA5283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5283.See file dsdata.txt to determine how the superseded data were derived.
 AA5283
 AA5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2210929326(NAD 83)
 AA5283_MARKER: DD = SURVEY DISK
 AA5283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5283_STAMPING: GPS 41
 AA5283_MARK LOGO: OH-119
 AA5283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5283+STABILITY: SURFACE MOTION
 AA5283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5283+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5283
 AA5283  HISTORY     - Date     Condition        Report By
 AA5283  HISTORY     - 1992     MONUMENTED       OH-119
 AA5283
 AA5283                          STATION DESCRIPTION
 AA5283
 AA5283'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5283'THE STATION IS IN THE NW 1/4 OF SECTION 5, TOWNSHIP 1, RANGE 6, PERY
 AA5283'TOWNSHIP, ABOUT 6 MI (9.7 KM) NE OF ZANESVILLE AND 4 MI (6.4 KM) S OF
 AA5283'ADAMSVILLE.
 AA5283' 
 AA5283'TO REACH FROM ZANESVILLE AT THE COURTHOUSE LOCATED AT THE INTERSECTION
 AA5283'OF US 40 AND FOURTH STREET IN DOWNTOWN ZANESVILLE, GO 2.65 MI (4.26
 AA5283'KM) E ON US 40 TO THE JUNCTION OF STATE ROUTE 93, TURN LEFT ONTO STATE
 AA5283'ROUTE 93 N FOR 5.40 MI (8.69 KM) TO THE JUNCTION OF DOSCH ROAD (COUNTY
 AA5283'ROAD 109), CONTINUE N ON STATE ROUTE 93 FOR 420 FT (128.0 M) TO THE
 AA5283'STATION ON THE RIGHT.
 AA5283' 
 AA5283'THE DISK IS SET INA 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE MONUMENT.
 AA5283'IT IS 60.0 FT (18.3 M) ESE OF A POWER POLE MAREKD (567-13), 26.4 FT
 AA5283'(8.0 M) E OF THE CENTERLINE OF STATE ROUTE 93, 7.5 FT (2.3 M) W OF A
 AA5283'FENCE, AND 1.2 FT (0.4 M) S OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5284 ***********************************************************************
 AA5284  DESIGNATION -  GPS 42
 AA5284  PID         -  AA5284
 AA5284  STATE/COUNTY-  OH/MUSKINGUM
 AA5284  USGS QUAD   -  TOBOSO (1978)
 AA5284
 AA5284                         *CURRENT SURVEY CONTROL
 AA5284  ___________________________________________________________________
 AA5284* NAD 83(1995)-  40 06 16.35455(N)    082 08 02.89794(W)     ADJUSTED  
 AA5284* NAVD 88     -       232.3    (meters)     762.     (feet)  GPS OBS   
 AA5284  ___________________________________________________________________
 AA5284  X           -     668,586.860 (meters)                     COMP
 AA5284  Y           -  -4,839,424.140 (meters)                     COMP
 AA5284  Z           -   4,086,998.906 (meters)                     COMP
 AA5284  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AA5284  ELLIP HEIGHT-         198.56  (meters)          (10/07/05) GPS OBS
 AA5284  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 AA5284
 AA5284  HORZ ORDER  -  FIRST
 AA5284  ELLP ORDER  -  FOURTH    CLASS I
 AA5284
 AA5284.The horizontal coordinates were established by GPS observations
 AA5284.and adjusted by the National Geodetic Survey in October 2005..
 AA5284
 AA5284.The orthometric height was determined by GPS observations and a
 AA5284.high-resolution geoid model.
 AA5284
 AA5284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5284
 AA5284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5284
 AA5284.The ellipsoidal height was determined by GPS observations
 AA5284.and is referenced to NAD 83.
 AA5284
 AA5284.The geoid height was determined by GEOID03.
 AA5284
 AA5284;                    North         East     Units Scale Factor Converg.
 AA5284;SPC OH S     -   233,704.146   631,195.022   MT  1.00001487   +0 13 55.7
 AA5284;UTM  17      - 4,439,976.898   403,337.004   MT  0.99971502   -0 43 50.3
 AA5284
 AA5284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5284!SPC OH S     -   0.99996885  x   1.00001487  =   0.99998372
 AA5284!UTM  17      -   0.99996885  x   0.99971502  =   0.99968388
 AA5284
 AA5284:                Primary Azimuth Mark                     Grid Az
 AA5284:SPC OH S     -  GPS 46                                   001 05 22.2
 AA5284:UTM  17      -  GPS 46                                   002 03 08.2
 AA5284
 AA5284|---------------------------------------------------------------------|
 AA5284| PID    Reference Object                     Distance      Geod. Az  |
 AA5284|                                                           dddmmss.s |
 AA5284| AA5288 GPS 46                              APPROX. 1.7 KM 0011917.9 |
 AA5284|---------------------------------------------------------------------|
 AA5284
 AA5284                          SUPERSEDED SURVEY CONTROL
 AA5284
 AA5284  NAD 83(1995)-  40 06 16.35397(N)    082 08 02.89734(W) AD(       ) 1
 AA5284  ELLIP H (04/01/98)  198.61   (m)                       GP(       ) 4 1
 AA5284  NAD 83(1986)-  40 06 16.35920(N)    082 08 02.90658(W) AD(       ) 1
 AA5284
 AA5284.Superseded values are not recommended for survey control.
 AA5284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5284.See file dsdata.txt to determine how the superseded data were derived.
 AA5284
 AA5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0333739977(NAD 83)
 AA5284_MARKER: DD = SURVEY DISK
 AA5284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5284_STAMPING: GPS 42
 AA5284_MARK LOGO: OH-119
 AA5284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5284+STABILITY: SURFACE MOTION
 AA5284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5284+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5284
 AA5284  HISTORY     - Date     Condition        Report By
 AA5284  HISTORY     - 1992     MONUMENTED       OH-119
 AA5284
 AA5284                          STATION DESCRIPTION
 AA5284
 AA5284'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5284'THE STATION IS NEAR THE SECTION LINE BETWEEN SECTIONS 22 AND 23 IN TWP
 AA5284'3, RANGE 9, JACKSON TWP, ABOUT 15 MILES (24.1 KM) NW OF ZANESVILLE AND
 AA5284'1 MILE (1.6 KM) SW OF FRAZEYSBURG.
 AA5284' 
 AA5284'TO REACH FROM THE POST OFFICE IN FRAZEYSBURG LOCATED ON STATE STREET
 AA5284'140 FT (42.7 M) S OF STATE ROUTE 16, GO 0.25 MI (0.40 KM) S ON STATE
 AA5284'STREET TO THE JUNCTION OF CANAL ROAD IN FRAZEYSBURG, TURN RIGHT ON
 AA5284'CANAL ROAD WSW FOR 0.10 MI (0.16 KM) TO A Y INTERSECTION AT BASIN
 AA5284'STREET IN FRAZEYSBURG, BEAR LEFT ON CANAL ROAD SW FOR 1.05 MI (1.69
 AA5284'KM) TO THE JUNCTION OF TWP RD 404 (SPENCER ROAD) AND THE STATION
 AA5284'LOCATION IN THE NE CORNER OF THE INTERSECTION.
 AA5284' 
 AA5284'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER CONCRETE MONUMENT 0.3
 AA5284'FT (9.1 CM) BELOW THE GROUND.
 AA5284' 
 AA5284'IT IS 36.0 FT (11.0 M) NW OF THE CENTERLINE OF CANAL ROAD, 67.0 FT
 AA5284'(20.4 M) NE OF THE CENTERLINE OF SPENCER ROAD, 14.0 FT (4.3 M) BEHIND
 AA5284'A GUARDRAIL, 44.7 FT (13.6 M) NE OF A TELEPHONE POLE, 157.0 FT (47.9
 AA5284'M) SE OF THE CENTER OF A POWER LINE TOWER, AND 1.4 FT (0.4 M) S OF A
 AA5284'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5285 ***********************************************************************
 AA5285  DESIGNATION -  GPS 43
 AA5285  PID         -  AA5285
 AA5285  STATE/COUNTY-  OH/MUSKINGUM
 AA5285  USGS QUAD   -  CONESVILLE (1994)
 AA5285
 AA5285                         *CURRENT SURVEY CONTROL
 AA5285  ___________________________________________________________________
 AA5285* NAD 83(1995)-  40 07 54.67256(N)    081 59 56.54533(W)     ADJUSTED  
 AA5285* NAVD 88     -       217.6    (meters)     714.     (feet)  GPS OBS   
 AA5285  ___________________________________________________________________
 AA5285  X           -     679,722.343 (meters)                     COMP
 AA5285  Y           -  -4,835,888.088 (meters)                     COMP
 AA5285  Z           -   4,089,308.543 (meters)                     COMP
 AA5285  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AA5285  ELLIP HEIGHT-         183.94  (meters)          (10/07/05) GPS OBS
 AA5285  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 AA5285
 AA5285  HORZ ORDER  -  FIRST
 AA5285  ELLP ORDER  -  FOURTH    CLASS I
 AA5285
 AA5285.The horizontal coordinates were established by GPS observations
 AA5285.and adjusted by the National Geodetic Survey in April 1998..
 AA5285
 AA5285.The orthometric height was determined by GPS observations and a
 AA5285.high-resolution geoid model.
 AA5285
 AA5285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5285
 AA5285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5285
 AA5285.The ellipsoidal height was determined by GPS observations
 AA5285.and is referenced to NAD 83.
 AA5285
 AA5285.The geoid height was determined by GEOID03.
 AA5285
 AA5285;                    North         East     Units Scale Factor Converg.
 AA5285;SPC OH S     -   236,791.922   642,697.157   MT  1.00002098   +0 19 04.3
 AA5285;UTM  17      - 4,442,870.147   414,885.725   MT  0.99968918   -0 38 38.3
 AA5285
 AA5285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5285!SPC OH S     -   0.99997115  x   1.00002098  =   0.99999212
 AA5285!UTM  17      -   0.99997115  x   0.99968918  =   0.99966033
 AA5285
 AA5285                          SUPERSEDED SURVEY CONTROL
 AA5285
 AA5285  ELLIP H (04/01/98)  183.99   (m)                       GP(       ) 4 1
 AA5285  NAD 83(1986)-  40 07 54.67831(N)    081 59 56.55392(W) AD(       ) 1
 AA5285
 AA5285.Superseded values are not recommended for survey control.
 AA5285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5285.See file dsdata.txt to determine how the superseded data were derived.
 AA5285
 AA5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1488642870(NAD 83)
 AA5285_MARKER: DD = SURVEY DISK
 AA5285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5285_STAMPING: GPS 43
 AA5285_MARK LOGO: OH-119
 AA5285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5285+STABILITY: SURFACE MOTION
 AA5285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5285+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5285
 AA5285  HISTORY     - Date     Condition        Report By
 AA5285  HISTORY     - 1992     MONUMENTED       OH-119
 AA5285
 AA5285                          STATION DESCRIPTION
 AA5285
 AA5285'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5285'THE STATION IS IN THE SECOND QUARTER TOWNSHIP OF TOWNSHIP 3, RANGE 7,
 AA5285'CASS TOWNSHIP, ABOUT 12 MI (19.3 KM) N OF ZANESVILLE AND 1 MI (1.6 KM)
 AA5285'N OF DRESDEN.
 AA5285' 
 AA5285'TO REACH FROM DRESDEN AT THE INTERSECTION OF STATE ROUTE 60 AND STATE
 AA5285'ROUTE 208, GO 0.30 MI (0.48 KM) E ON STATE ROUTE 208, TO THE JUNCTION
 AA5285'OF MAIN STREET IN DRESDEN, TURN LEFT ONTO MAIN STREET N FOR 0.80 MI
 AA5285'(1.29 KM) TO THE JUNCTION OF GENE COX MEMORIAL DRIVE (COUNTY ROAD
 AA5285'403), TURN RIGHT ONTO GENE COX MEMORIAL DRIVE E FOR 0.85 MI (1.37 KM)
 AA5285'TO THE STATION ON THE RIGHT ACROSS FROM A DRIVEWAY GOING TO A FARM.
 AA5285' 
 AA5285'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER CONCRETE MONUMENT 0.3
 AA5285'FT (9.1 CM) BELOW GROUND SURFACE.  IT IS 570 FT (173.7 M) W OF A SET
 AA5285'OF POWER POLES MAREKD (46), 37.5 FT (11.4 M) S OF THE CENTERLINE OF
 AA5285'GENE COX MEMORIAL DRIVE, 40.0 FT (12.2 M) N OF THE N BANK OF THE
 AA5285'MUSKINGUM RIVER, 18.0 FT (5.5 M) S OF A TELEPHONE CABLE BOX, AND 11.6
 AA5285'FT (3.5 M) SSE OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5286 ***********************************************************************
 AA5286  DESIGNATION -  GPS 44
 AA5286  PID         -  AA5286
 AA5286  STATE/COUNTY-  OH/MUSKINGUM
 AA5286  USGS QUAD   -  DRESDEN (1978)
 AA5286
 AA5286                         *CURRENT SURVEY CONTROL
 AA5286  ___________________________________________________________________
 AA5286* NAD 83(1995)-  40 07 15.59243(N)    082 06 29.56017(W)     ADJUSTED  
 AA5286* NAVD 88     -       226.2    (meters)     742.     (feet)  GPS OBS   
 AA5286  ___________________________________________________________________
 AA5286  X           -     670,614.433 (meters)                     COMP
 AA5286  Y           -  -4,837,950.473 (meters)                     COMP
 AA5286  Z           -   4,088,392.414 (meters)                     COMP
 AA5286  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AA5286  ELLIP HEIGHT-         192.56  (meters)          (10/07/05) GPS OBS
 AA5286  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AA5286
 AA5286  HORZ ORDER  -  FIRST
 AA5286  ELLP ORDER  -  FOURTH    CLASS I
 AA5286
 AA5286.The horizontal coordinates were established by GPS observations
 AA5286.and adjusted by the National Geodetic Survey in October 2005..
 AA5286
 AA5286.The orthometric height was determined by GPS observations and a
 AA5286.high-resolution geoid model.
 AA5286
 AA5286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5286
 AA5286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5286
 AA5286.The ellipsoidal height was determined by GPS observations
 AA5286.and is referenced to NAD 83.
 AA5286
 AA5286.The geoid height was determined by GEOID03.
 AA5286
 AA5286;                    North         East     Units Scale Factor Converg.
 AA5286;SPC OH S     -   235,540.540   633,397.747   MT  1.00001852   +0 14 55.0
 AA5286;UTM  17      - 4,441,775.474   405,569.596   MT  0.99970977   -0 42 51.1
 AA5286
 AA5286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5286!SPC OH S     -   0.99996979  x   1.00001852  =   0.99998831
 AA5286!UTM  17      -   0.99996979  x   0.99970977  =   0.99967957
 AA5286
 AA5286                          SUPERSEDED SURVEY CONTROL
 AA5286
 AA5286  NAD 83(1995)-  40 07 15.59100(N)    082 06 29.55860(W) AD(       ) 1
 AA5286  ELLIP H (04/01/98)  192.61   (m)                       GP(       ) 4 1
 AA5286  NAD 83(1986)-  40 07 15.59655(N)    082 06 29.56761(W) AD(       ) 1
 AA5286
 AA5286.Superseded values are not recommended for survey control.
 AA5286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5286.See file dsdata.txt to determine how the superseded data were derived.
 AA5286
 AA5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0557041775(NAD 83)
 AA5286_MARKER: DD = SURVEY DISK
 AA5286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5286_STAMPING: GPS 44
 AA5286_MARK LOGO: OH-119
 AA5286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5286+STABILITY: SURFACE MOTION
 AA5286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5286+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5286
 AA5286  HISTORY     - Date     Condition        Report By
 AA5286  HISTORY     - 1992     MONUMENTED       OH-119
 AA5286
 AA5286                          STATION DESCRIPTION
 AA5286
 AA5286'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5286'THE STATION IS IN THE NW 1/4 OF SECTION 20, TWP 3, RANGE 9, JACKSON
 AA5286'TOWNSHIP, ABOUT 12 MILES (19.3 KM) NW OF ZANESVILLE AND ON THE E SIDE
 AA5286'OF FRAZEYSBURG.
 AA5286' 
 AA5286'TO REACH FROM THE POST OFFICE IN FRAZEYSBURG LOCATED ON STATE STREET,
 AA5286'GO 140 FT (42.7 M) N ON STATE STREET TO THE JUNCTION OF STATE ROUTE
 AA5286'16, TURN RIGHT ON STATE ROUTE 16 E FOR 0.50 MI (0.80 KM) TO THE
 AA5286'STATION ON THE RIGHT.
 AA5286' 
 AA5286'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5286'MONUMENT.  IT IS 21.4 FT (6.5 M) S OF THE CENTERLINE OF STATE ROUTE
 AA5286'16, 76.2 FT (23.2 M) E OF A POWER POLE MARKED (OPCO 442A3-70), 83.7 FT
 AA5286'(25.5 M) NE OF THE NE CORNER OF A CEMENT BLOCK BUILDING AND 10 FT (3.0
 AA5286'M) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5287 ***********************************************************************
 AA5287  DESIGNATION -  GPS 45
 AA5287  PID         -  AA5287
 AA5287  STATE/COUNTY-  OH/MUSKINGUM
 AA5287  USGS QUAD   -  DRESDEN (1978)
 AA5287
 AA5287                         *CURRENT SURVEY CONTROL
 AA5287  ___________________________________________________________________
 AA5287* NAD 83(1995)-  40 05 28.73195(N)    082 05 38.10678(W)     ADJUSTED  
 AA5287* NAVD 88     -       255.8    (meters)     839.     (feet)  GPS OBS   
 AA5287  ___________________________________________________________________
 AA5287  X           -     672,116.422 (meters)                     COMP
 AA5287  Y           -  -4,839,908.543 (meters)                     COMP
 AA5287  Z           -   4,085,890.419 (meters)                     COMP
 AA5287  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AA5287  ELLIP HEIGHT-         222.06  (meters)          (10/07/05) GPS OBS
 AA5287  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AA5287
 AA5287  HORZ ORDER  -  FIRST
 AA5287  ELLP ORDER  -  FOURTH    CLASS I
 AA5287
 AA5287.The horizontal coordinates were established by GPS observations
 AA5287.and adjusted by the National Geodetic Survey in October 2005..
 AA5287
 AA5287.The orthometric height was determined by GPS observations and a
 AA5287.high-resolution geoid model.
 AA5287
 AA5287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5287
 AA5287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5287
 AA5287.The ellipsoidal height was determined by GPS observations
 AA5287.and is referenced to NAD 83.
 AA5287
 AA5287.The geoid height was determined by GEOID03.
 AA5287
 AA5287;                    North         East     Units Scale Factor Converg.
 AA5287;SPC OH S     -   232,249.953   634,630.925   MT  1.00001199   +0 15 27.6
 AA5287;UTM  17      - 4,438,465.651   406,746.963   MT  0.99970705   -0 42 16.4
 AA5287
 AA5287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5287!SPC OH S     -   0.99996517  x   1.00001199  =   0.99997715
 AA5287!UTM  17      -   0.99996517  x   0.99970705  =   0.99967223
 AA5287
 AA5287                          SUPERSEDED SURVEY CONTROL
 AA5287
 AA5287  NAD 83(1995)-  40 05 28.73071(N)    082 05 38.10545(W) AD(       ) 1
 AA5287  ELLIP H (04/01/98)  222.11   (m)                       GP(       ) 4 1
 AA5287  NAD 83(1986)-  40 05 28.73625(N)    082 05 38.11449(W) AD(       ) 1
 AA5287
 AA5287.Superseded values are not recommended for survey control.
 AA5287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5287.See file dsdata.txt to determine how the superseded data were derived.
 AA5287
 AA5287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0674738466(NAD 83)
 AA5287_MARKER: DD = SURVEY DISK
 AA5287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5287_STAMPING: GPS 45
 AA5287_MARK LOGO: OH-119
 AA5287_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5287+STABILITY: SURFACE MOTION
 AA5287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5287+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5287
 AA5287  HISTORY     - Date     Condition        Report By
 AA5287  HISTORY     - 1992     MONUMENTED       OH-119
 AA5287
 AA5287                          STATION DESCRIPTION
 AA5287
 AA5287'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5287'THE STATION IS IN THE SW CORNER OF TWP 3, RANGE 8, CASS TOWNSHIP,
 AA5287'ABOUT 10 MILES (16.1 KM) NNW OF ZANESVILLE AND 2 MILES (3.2 KM) SSE OF
 AA5287'FRAZEYSBURG.  TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE
 AA5287'ROUTE 60 (MAPLE AVENUE) AND STATE ROUTE 146 (ADAIR AVENUE), GO 10.1 MI
 AA5287'(16.3 KM) N ON STATE ROUTE 60 TO THE JUNCTION OF COUNTY ROAD 48
 AA5287'(SHANNON ROAD), TURN LEFT ON COUNTY ROAD 48 (SHANNON ROAD), WNW FOR
 AA5287'2.15 MI (3.46 KM) TO THE STATION ON THE LEFT.  THE DISK IS SET IN A
 AA5287'0.7 FT (21.3 CM) DIAMETER CONCRETE MONUMENT 0.2 FT (6.1 CM) BELOW
 AA5287'GROUND SURFACE.
 AA5287' 
 AA5287'IT IS UNDERNEATH POWER LINES RUNNING E TO W, 62 FT (18.9 M) N OF A
 AA5287'FIELD DRIVE TO A PASTURE FIELD, 13.2 FT (4.0 M) W OF THE CENTERLINE OF
 AA5287'SHANNON ROAD, 7.0 FT (2.1 M) NE OF A CONCRETE HEADWALL ON A ROAD
 AA5287'CULVERT, 16.0 FT (4.9 M) E OF A WOVEN WIRE FENCE, AND 15.4 FT (4.7 M)
 AA5287'E OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5288 ***********************************************************************
 AA5288  DESIGNATION -  GPS 46
 AA5288  PID         -  AA5288
 AA5288  STATE/COUNTY-  OH/MUSKINGUM
 AA5288  USGS QUAD   -  TOBOSO (1978)
 AA5288
 AA5288                         *CURRENT SURVEY CONTROL
 AA5288  ___________________________________________________________________
 AA5288* NAD 83(1995)-  40 07 10.31173(N)    082 08 01.27644(W)     ADJUSTED  
 AA5288* NAVD 88     -       229.5    (meters)     753.     (feet)  GPS OBS   
 AA5288  ___________________________________________________________________
 AA5288  X           -     668,477.858 (meters)                     COMP
 AA5288  Y           -  -4,838,354.589 (meters)                     COMP
 AA5288  Z           -   4,088,269.929 (meters)                     COMP
 AA5288  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AA5288  ELLIP HEIGHT-         195.77  (meters)          (10/07/05) GPS OBS
 AA5288  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AA5288
 AA5288  HORZ ORDER  -  FIRST
 AA5288  ELLP ORDER  -  FOURTH    CLASS I
 AA5288
 AA5288.The horizontal coordinates were established by GPS observations
 AA5288.and adjusted by the National Geodetic Survey in October 2005..
 AA5288
 AA5288.The orthometric height was determined by GPS observations and a
 AA5288.high-resolution geoid model.
 AA5288
 AA5288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5288
 AA5288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5288
 AA5288.The ellipsoidal height was determined by GPS observations
 AA5288.and is referenced to NAD 83.
 AA5288
 AA5288.The geoid height was determined by GEOID03.
 AA5288
 AA5288;                    North         East     Units Scale Factor Converg.
 AA5288;SPC OH S     -   235,368.546   631,226.675   MT  1.00001819   +0 13 56.8
 AA5288;UTM  17      - 4,441,640.030   403,396.605   MT  0.99971488   -0 43 50.1
 AA5288
 AA5288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5288!SPC OH S     -   0.99996929  x   1.00001819  =   0.99998748
 AA5288!UTM  17      -   0.99996929  x   0.99971488  =   0.99968418
 AA5288
 AA5288:                Primary Azimuth Mark                     Grid Az
 AA5288:SPC OH S     -  GPS 42                                   181 05 22.2
 AA5288:UTM  17      -  GPS 42                                   182 03 09.1
 AA5288
 AA5288|---------------------------------------------------------------------|
 AA5288| PID    Reference Object                     Distance      Geod. Az  |
 AA5288|                                                           dddmmss.s |
 AA5288| AA5284 GPS 42                              APPROX. 1.7 KM 1811919.0 |
 AA5288|---------------------------------------------------------------------|
 AA5288
 AA5288                          SUPERSEDED SURVEY CONTROL
 AA5288
 AA5288  NAD 83(1995)-  40 07 10.31089(N)    082 08 01.27555(W) AD(       ) 1
 AA5288  ELLIP H (04/01/98)  195.82   (m)                       GP(       ) 4 1
 AA5288  NAD 83(1986)-  40 07 10.31633(N)    082 08 01.28477(W) AD(       ) 1
 AA5288
 AA5288.Superseded values are not recommended for survey control.
 AA5288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5288.See file dsdata.txt to determine how the superseded data were derived.
 AA5288
 AA5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0339741640(NAD 83)
 AA5288_MARKER: DD = SURVEY DISK
 AA5288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5288_STAMPING: GPS 46
 AA5288_MARK LOGO: OH-119
 AA5288_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5288+STABILITY: SURFACE MOTION
 AA5288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5288+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5288
 AA5288  HISTORY     - Date     Condition        Report By
 AA5288  HISTORY     - 1992     MONUMENTED       OH-119
 AA5288
 AA5288                          STATION DESCRIPTION
 AA5288
 AA5288'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5288'THE STATION IS NEAR THE SECTION LINE BETWEEN SECTIONS 18 AND 19 IN
 AA5288'TOWNSHIP 3, RANGE 9, JACKSON TOWNSHIP, ABOUT 12 MI (19.3 KM) NW OF
 AA5288'ZANESVILLE AND 1 MI (1.6 KM) W OF FRAZEYSBURG.
 AA5288' 
 AA5288'TO REACH FROM FRAZEYSBURG AT THE POST OFFICE LOCATED ON STATE STREET,
 AA5288'GO 140 FT (42.7 M) N ON STATE STREET TO THE JUNCTION OF STATE ROUTE
 AA5288'16, TURN LEFT ONTO STATE ROUTE 16 W FOR 0.90 MI (1.45 KM) TO THE
 AA5288'STATION ON THE RIGHT, ACROSS FROM A FIELD DRIVE LEADING TO AN OIL
 AA5288'TANK.
 AA5288' 
 AA5288'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5288'MONUMENT.  IT IS 0.20 MI (0.32 KM) E OF THE INTERSECTION OF HAMBY HILL
 AA5288'ROAD (COUNTY ROAD 38), 510.0 FT (155.4 M) E OF THE E ABUTMENT OF A
 AA5288'BRIDGE OVER THE WAKATOMIKA CREEK, 24.7 FT (7.5 M) N OF THE CENTERLINE
 AA5288'OF STATE ROUTE 16, AND 0.8 FT (24.4 CM) S OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5289 ***********************************************************************
 AA5289  DESIGNATION -  GPS 47
 AA5289  PID         -  AA5289
 AA5289  STATE/COUNTY-  OH/MUSKINGUM
 AA5289  USGS QUAD   -  ZANESVILLE WEST (1992)
 AA5289
 AA5289                         *CURRENT SURVEY CONTROL
 AA5289  ___________________________________________________________________
 AA5289* NAD 83(1995)-  39 52 38.34919(N)    082 05 37.15041(W)     ADJUSTED  
 AA5289* NAVD 88     -       222.4    (meters)     730.     (feet)  GPS OBS   
 AA5289  ___________________________________________________________________
 AA5289  X           -     674,235.594 (meters)                     COMP
 AA5289  Y           -  -4,855,003.468 (meters)                     COMP
 AA5289  Z           -   4,067,662.251 (meters)                     COMP
 AA5289  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA5289  ELLIP HEIGHT-         188.49  (meters)          (10/07/05) GPS OBS
 AA5289  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AA5289
 AA5289  HORZ ORDER  -  FIRST
 AA5289  ELLP ORDER  -  FOURTH    CLASS I
 AA5289
 AA5289.The horizontal coordinates were established by GPS observations
 AA5289.and adjusted by the National Geodetic Survey in April 1998..
 AA5289
 AA5289.The orthometric height was determined by GPS observations and a
 AA5289.high-resolution geoid model.
 AA5289
 AA5289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5289
 AA5289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5289
 AA5289.The ellipsoidal height was determined by GPS observations
 AA5289.and is referenced to NAD 83.
 AA5289
 AA5289.The geoid height was determined by GEOID03.
 AA5289
 AA5289;                    North         East     Units Scale Factor Converg.
 AA5289;SPC OH S     -   208,489.688   634,760.504   MT  0.99997286   +0 15 28.2
 AA5289;UTM  17      - 4,414,713.299   406,478.245   MT  0.99970767   -0 42 04.5
 AA5289
 AA5289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5289!SPC OH S     -   0.99997043  x   0.99997286  =   0.99994329
 AA5289!UTM  17      -   0.99997043  x   0.99970767  =   0.99967811
 AA5289
 AA5289                          SUPERSEDED SURVEY CONTROL
 AA5289
 AA5289  ELLIP H (04/01/98)  188.55   (m)                       GP(       ) 4 1
 AA5289  NAD 83(1986)-  39 52 38.35386(N)    082 05 37.15888(W) AD(       ) 1
 AA5289
 AA5289.Superseded values are not recommended for survey control.
 AA5289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5289.See file dsdata.txt to determine how the superseded data were derived.
 AA5289
 AA5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME0647814713(NAD 83)
 AA5289_MARKER: DD = SURVEY DISK
 AA5289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5289_STAMPING: GPS 47
 AA5289_MARK LOGO: OH-119
 AA5289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5289+STABILITY: SURFACE MOTION
 AA5289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5289+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5289
 AA5289  HISTORY     - Date     Condition        Report By
 AA5289  HISTORY     - 1992     MONUMENTED       OH-119
 AA5289
 AA5289                          STATION DESCRIPTION
 AA5289
 AA5289'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5289'THE STATION IS IN THE SE 1/4 OF SECTION 8, TOWNSHIP 15, RANGE 14,
 AA5289'NEWTON TOWNSHIP, ABOUT 6 MI (9.7 KM) SW OF ZANESVILLE AND 3 MI (4.8
 AA5289'KM) NE OF FULTONHAM.
 AA5289' 
 AA5289'TO REACH FROM ZANESVILLE AT THE BRIDGE OVER THE MUSKINGUM RIVER ON US
 AA5289'22 (KNOWN AS THE SIXTH STREET BRIDGE), GO 5.15 MI (8.29 KM) SW ON US
 AA5289'22 TO THE JUNCTION OF STATE ROUTE 93, CONTINUE W ON US 22 FOR 1.70 MI
 AA5289'(2.74 KM) TO THE JUNCTION OF FOXFIRE DRIVE (TOWNSHIP ROAD 128) AND THE
 AA5289'STATION ON THE RIGHT IN THE NE CORNER OF THE INTERSECTION.
 AA5289' 
 AA5289'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5289'MONUMENT.  IT IS 61.8 FT (18.8 M) NNW OF THE CENTERLINE OF US 22, 25.6
 AA5289'FT (7.8 M) ENE OF THE CENTERLINE OF FOXFIRE DRIVE, 24.5 FT (7.5 M) NW
 AA5289'OF THE END OF A CULVERT UNDER FOXFIRE DRIVE, AND 15.7 FT (4.8 M) ESE
 AA5289'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5290 ***********************************************************************
 AA5290  DESIGNATION -  GPS 48
 AA5290  PID         -  AA5290
 AA5290  STATE/COUNTY-  OH/MUSKINGUM
 AA5290  USGS QUAD   -  ADAMSVILLE (1994)
 AA5290
 AA5290                         *CURRENT SURVEY CONTROL
 AA5290  ___________________________________________________________________
 AA5290* NAD 83(1995)-  40 05 22.13041(N)    081 59 16.97428(W)     ADJUSTED  
 AA5290* NAVD 88     -       238.8    (meters)     783.     (feet)  GPS OBS   
 AA5290  ___________________________________________________________________
 AA5290  X           -     681,074.844 (meters)                     COMP
 AA5290  Y           -  -4,838,775.412 (meters)                     COMP
 AA5290  Z           -   4,085,723.766 (meters)                     COMP
 AA5290  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AA5290  ELLIP HEIGHT-         205.17  (meters)          (10/07/05) GPS OBS
 AA5290  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 AA5290
 AA5290  HORZ ORDER  -  FIRST
 AA5290  ELLP ORDER  -  FOURTH    CLASS I
 AA5290
 AA5290.The horizontal coordinates were established by GPS observations
 AA5290.and adjusted by the National Geodetic Survey in October 2005..
 AA5290
 AA5290.The orthometric height was determined by GPS observations and a
 AA5290.high-resolution geoid model.
 AA5290
 AA5290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5290
 AA5290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5290
 AA5290.The ellipsoidal height was determined by GPS observations
 AA5290.and is referenced to NAD 83.
 AA5290
 AA5290.The geoid height was determined by GEOID03.
 AA5290
 AA5290;                    North         East     Units Scale Factor Converg.
 AA5290;SPC OH S     -   232,092.235   643,660.676   MT  1.00001159   +0 19 29.4
 AA5290;UTM  17      - 4,438,156.500   415,769.954   MT  0.99968734   -0 38 10.8
 AA5290
 AA5290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5290!SPC OH S     -   0.99996781  x   1.00001159  =   0.99997940
 AA5290!UTM  17      -   0.99996781  x   0.99968734  =   0.99965516
 AA5290
 AA5290                          SUPERSEDED SURVEY CONTROL
 AA5290
 AA5290  NAD 83(1995)-  40 05 22.13015(N)    081 59 16.97373(W) AD(       ) 1
 AA5290  ELLIP H (04/01/98)  205.22   (m)                       GP(       ) 4 1
 AA5290  NAD 83(1986)-  40 05 22.13559(N)    081 59 16.98259(W) AD(       ) 1
 AA5290
 AA5290.Superseded values are not recommended for survey control.
 AA5290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5290.See file dsdata.txt to determine how the superseded data were derived.
 AA5290
 AA5290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1577038156(NAD 83)
 AA5290_MARKER: DD = SURVEY DISK
 AA5290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5290_STAMPING: GPS 48
 AA5290_MARK LOGO: OH-119
 AA5290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5290+STABILITY: SURFACE MOTION
 AA5290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5290+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5290
 AA5290  HISTORY     - Date     Condition        Report By
 AA5290  HISTORY     - 1992     MONUMENTED       OH-119
 AA5290
 AA5290                          STATION DESCRIPTION
 AA5290
 AA5290'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5290'THE STATION IS IN THE THIRD QUARTER TOWNSHIP OF TWP 3, RANGE 7,
 AA5290'MADISON TWP, ABOUT 10 MILES (16.1 KM) N OF ZANESVILLE AND 2.8 MILES
 AA5290'(4.5 KM) SSE OF DRESDEN.
 AA5290' 
 AA5290'TO REACH FROM DRESDEN AT THE INTERSECTION OF SR 208 AND SR 666 ON THE
 AA5290'E SIDE OF THE MUSKINGUM RIVER, GO 2.80 MILES (4.51 KM) S ON S.R. 666
 AA5290'TO THE STATION ON THE RIGHT.
 AA5290' 
 AA5290'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5290'MONUMENT.  IT IS 0.35 MILES (0.56 KM) W OF THE JUNCTION OF S.R. 666
 AA5290'AND COUNTY ROAD 40 (MOLLIES ROCK ROAD) ON TOP OF A SMALL HILL, 19.8 FT
 AA5290'(6.0 M) S OF THE CENTERLINE OF S.R. 666, 7.0 FT (2.1 M) S OF A ROAD
 AA5290'SIGN, 5.0 FT (1.5 M) N OF A GATE IN A FENCE, 4.0 FT (1.2 M) N OF A
 AA5290'POWER POLE MARKED (37), AND 2.6 FT (0.8 M) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5291 ***********************************************************************
 AA5291  CBN         -  This is a Cooperative Base Network Control Station.
 AA5291  DESIGNATION -  GPS 49
 AA5291  PID         -  AA5291
 AA5291  STATE/COUNTY-  OH/MUSKINGUM
 AA5291  USGS QUAD   -  DRESDEN (1978)
 AA5291
 AA5291                         *CURRENT SURVEY CONTROL
 AA5291  ___________________________________________________________________
 AA5291* NAD 83(1995)-  40 06 33.77904(N)    082 00 56.16937(W)     ADJUSTED  
 AA5291* NAVD 88     -       237.3    (meters)     779.     (feet)  GPS OBS   
 AA5291  ___________________________________________________________________
 AA5291  X           -     678,549.861 (meters)                     COMP
 AA5291  Y           -  -4,837,691.594 (meters)                     COMP
 AA5291  Z           -   4,087,413.276 (meters)                     COMP
 AA5291  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AA5291  ELLIP HEIGHT-         203.69  (meters)          (09/23/04) GPS OBS
 AA5291  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AA5291
 AA5291  HORZ ORDER  -  A
 AA5291  ELLP ORDER  -  FOURTH    CLASS I
 AA5291
 AA5291.The horizontal coordinates were established by GPS observations
 AA5291.and adjusted by the National Geodetic Survey in September 2004..
 AA5291
 AA5291.The orthometric height was determined by GPS observations and a
 AA5291.high-resolution geoid model.
 AA5291
 AA5291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5291
 AA5291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5291
 AA5291.The ellipsoidal height was determined by GPS observations
 AA5291.and is referenced to NAD 83.
 AA5291
 AA5291.The geoid height was determined by GEOID03.
 AA5291
 AA5291;                    North         East     Units Scale Factor Converg.
 AA5291;SPC OH S     -   234,289.163   641,298.945   MT  1.00001593   +0 18 26.5
 AA5291;UTM  17      - 4,440,392.022   413,446.171   MT  0.99969222   -0 39 15.6
 AA5291
 AA5291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5291!SPC OH S     -   0.99996805  x   1.00001593  =   0.99998398
 AA5291!UTM  17      -   0.99996805  x   0.99969222  =   0.99966028
 AA5291
 AA5291                          SUPERSEDED SURVEY CONTROL
 AA5291
 AA5291  NAD 83(1995)-  40 06 33.77774(N)    082 00 56.16792(W) AD(       ) 1
 AA5291  ELLIP H (04/01/98)  203.74   (m)                       GP(       ) 4 1
 AA5291  NAD 83(1986)-  40 06 33.78329(N)    082 00 56.17678(W) AD(       ) 1
 AA5291
 AA5291.Superseded values are not recommended for survey control.
 AA5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5291.See file dsdata.txt to determine how the superseded data were derived.
 AA5291
 AA5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1344640392(NAD 83)
 AA5291_MARKER: DD = SURVEY DISK
 AA5291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5291_STAMPING: GPS 49
 AA5291_MARK LOGO: OH-119
 AA5291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5291+STABILITY: SURFACE MOTION
 AA5291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5291+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AA5291
 AA5291  HISTORY     - Date     Condition        Report By
 AA5291  HISTORY     - 1992     MONUMENTED       OH-119
 AA5291  HISTORY     - 2003     GOOD             OH-119
 AA5291
 AA5291                          STATION DESCRIPTION
 AA5291
 AA5291'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5291'THE STATION IS IN THE FOURTH QUARTER TOWNSHIP OF TWP 3, RANGE 8,
 AA5291'JEFFERSON TOWNSHIP, ABOUT 12 MILES (19.3 KM) N OF ZANESVILLE AND 0.4
 AA5291'MI (0.6 KM) S OF DRESDEN.
 AA5291' 
 AA5291'TO REACH FROM DRESDEN AT THE INTERSECTION OF STATE ROUTES 60 AND 208,
 AA5291'GO 0.80 MI (1.29 KM) S ON STATE ROUTE 60 TO THE JUNCTION OF TOWNSHIP
 AA5291'ROAD 706 (MAIN STREET) AND THE STATION LOCATION IN THE SE CORNER OF
 AA5291'THE INTERSECTION.
 AA5291' 
 AA5291'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5291'MONUMENT.  IT IS 105.0 FT (32.0 M) E OF THE CENTERLINE OF S.R. 60,
 AA5291'26.5 FT (8.1 M) S OF THE CENTERLINE OF MAIN STREET, 48.7 FT (14.8 M) S
 AA5291'OF A POWER POLE MARKED (OP444-100), AND 1.0 FT (0.3 M) N OF A WITNESS
 AA5291'POST.
 AA5291
 AA5291                          STATION RECOVERY (2003)
 AA5291
 AA5291'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 2003 (DPS)
 AA5291'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5292 ***********************************************************************
 AA5292  DESIGNATION -  GPS 52
 AA5292  PID         -  AA5292
 AA5292  STATE/COUNTY-  OH/MUSKINGUM
 AA5292  USGS QUAD   -  OTSEGO (1994)
 AA5292
 AA5292                         *CURRENT SURVEY CONTROL
 AA5292  ___________________________________________________________________
 AA5292* NAD 83(1995)-  40 04 59.35927(N)    081 48 34.48920(W)     ADJUSTED  
 AA5292* NAVD 88     -       291.4    (meters)     956.     (feet)  GPS OBS   
 AA5292  ___________________________________________________________________
 AA5292  X           -     696,213.765 (meters)                     COMP
 AA5292  Y           -  -4,837,117.963 (meters)                     COMP
 AA5292  Z           -   4,085,220.249 (meters)                     COMP
 AA5292  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AA5292  ELLIP HEIGHT-         257.73  (meters)          (10/07/05) GPS OBS
 AA5292  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AA5292
 AA5292  HORZ ORDER  -  FIRST
 AA5292  ELLP ORDER  -  FOURTH    CLASS I
 AA5292
 AA5292.The horizontal coordinates were established by GPS observations
 AA5292.and adjusted by the National Geodetic Survey in April 1998..
 AA5292
 AA5292.The orthometric height was determined by GPS observations and a
 AA5292.high-resolution geoid model.
 AA5292
 AA5292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5292
 AA5292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5292
 AA5292.The ellipsoidal height was determined by GPS observations
 AA5292.and is referenced to NAD 83.
 AA5292
 AA5292.The geoid height was determined by GEOID03.
 AA5292
 AA5292;                    North         East     Units Scale Factor Converg.
 AA5292;SPC OH S     -   231,491.242   658,886.048   MT  1.00001024   +0 26 17.1
 AA5292;UTM  17      - 4,437,300.715   430,977.968   MT  0.99965865   -0 31 16.7
 AA5292
 AA5292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5292!SPC OH S     -   0.99995957  x   1.00001024  =   0.99996981
 AA5292!UTM  17      -   0.99995957  x   0.99965865  =   0.99961823
 AA5292
 AA5292                          SUPERSEDED SURVEY CONTROL
 AA5292
 AA5292  ELLIP H (04/01/98)  257.79   (m)                       GP(       ) 4 1
 AA5292  NAD 83(1986)-  40 04 59.36538(N)    081 48 34.49685(W) AD(       ) 1
 AA5292
 AA5292.Superseded values are not recommended for survey control.
 AA5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5292.See file dsdata.txt to determine how the superseded data were derived.
 AA5292
 AA5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3097837301(NAD 83)
 AA5292_MARKER: DD = SURVEY DISK
 AA5292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5292_STAMPING: GPS 52
 AA5292_MARK LOGO: OH-119
 AA5292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5292+STABILITY: SURFACE MOTION
 AA5292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5292+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5292
 AA5292  HISTORY     - Date     Condition        Report By
 AA5292  HISTORY     - 1992     MONUMENTED       OH-119
 AA5292
 AA5292                          STATION DESCRIPTION
 AA5292
 AA5292'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5292'THE STATION IS NEAR THE SW CORNER OF THIRD QUARTER TOWNSHIP OF
 AA5292'TOWNSHIP 3, RANGE 5, MONROE TOWNSHIP, ABOUT 14 MI (22.5 KM) NE OF
 AA5292'ZANESVILLE, 7 MI (11.3 KM) NW OF NEW CONCORD, AND 4 MI (6.4 KM) E OF
 AA5292'ADAMSVILLE.
 AA5292' 
 AA5292'TO REACH FROM ADAMSVILLE AT THE INTERSECTION OF STATE ROUTES 93 AND
 AA5292'208, GO 2.90 MI (4.67 KM) E ON STATE ROUTE 93 TO THE JUNCTION OF
 AA5292'SARBAUGH ROAD (TOWNSHIP ROAD 180), TURN RIGHT ONTO SARBAUGH ROAD SE
 AA5292'FOR 0.75 MI (1.21 KM) TO THE JUNCTION OF MATCHETT ROAD (TOWNSHIP ROAD
 AA5292'177), TURN LEFT ON MATCHETT ROAD NE FOR 1.17 MI (1.88 KM) TO THE
 AA5292'STATION ON THE RIGHT.
 AA5292' 
 AA5292'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5292'MONUMENT.  IT IS 0.41 MI (0.66 KM) SW OF THE INTERSECTION OF MATCHETT
 AA5292'ROAD AND MERCER ROAD (COUNTY ROAD 103), 53.0 FT (16.2 M) E OF A GATE
 AA5292'IN A FENCE, 17.0 FT (5.2 M) S OF THE CENTERLINE OF MATCHETT ROAD, 2.0
 AA5292'FT (0.6 M) N OF A FENCE, AND 1.3 FT (0.4 M) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5293 ***********************************************************************
 AA5293  DESIGNATION -  GPS 56
 AA5293  PID         -  AA5293
 AA5293  STATE/COUNTY-  OH/MUSKINGUM
 AA5293  USGS QUAD   -  TOBOSO (1978)
 AA5293
 AA5293                         *CURRENT SURVEY CONTROL
 AA5293  ___________________________________________________________________
 AA5293* NAD 83(1995)-  40 00 55.25803(N)    082 11 11.68498(W)     ADJUSTED  
 AA5293* NAVD 88     -       298.6    (meters)     980.     (feet)  GPS OBS   
 AA5293  ___________________________________________________________________
 AA5293  X           -     665,030.661 (meters)                     COMP
 AA5293  Y           -  -4,846,399.210 (meters)                     COMP
 AA5293  Z           -   4,079,461.271 (meters)                     COMP
 AA5293  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AA5293  ELLIP HEIGHT-         264.79  (meters)          (10/07/05) GPS OBS
 AA5293  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AA5293
 AA5293  HORZ ORDER  -  FIRST
 AA5293  ELLP ORDER  -  FOURTH    CLASS I
 AA5293
 AA5293.The horizontal coordinates were established by GPS observations
 AA5293.and adjusted by the National Geodetic Survey in October 2005..
 AA5293
 AA5293.The orthometric height was determined by GPS observations and a
 AA5293.high-resolution geoid model.
 AA5293
 AA5293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5293
 AA5293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5293
 AA5293.The ellipsoidal height was determined by GPS observations
 AA5293.and is referenced to NAD 83.
 AA5293
 AA5293.The geoid height was determined by GEOID03.
 AA5293
 AA5293;                    North         East     Units Scale Factor Converg.
 AA5293;SPC OH S     -   223,783.665   626,758.073   MT  0.99999649   +0 11 55.9
 AA5293;UTM  17      - 4,430,135.143   398,735.372   MT  0.99972624   -0 45 46.9
 AA5293
 AA5293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5293!SPC OH S     -   0.99995846  x   0.99999649  =   0.99995495
 AA5293!UTM  17      -   0.99995846  x   0.99972624  =   0.99968471
 AA5293
 AA5293                          SUPERSEDED SURVEY CONTROL
 AA5293
 AA5293  NAD 83(1995)-  40 00 55.25772(N)    082 11 11.68409(W) AD(       ) 1
 AA5293  ELLIP H (04/01/98)  264.84   (m)                       GP(       ) 4 1
 AA5293  NAD 83(1986)-  40 00 55.26274(N)    082 11 11.69323(W) AD(       ) 1
 AA5293
 AA5293.Superseded values are not recommended for survey control.
 AA5293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5293.See file dsdata.txt to determine how the superseded data were derived.
 AA5293
 AA5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9873530135(NAD 83)
 AA5293_MARKER: DD = SURVEY DISK
 AA5293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5293_STAMPING: GPS 56
 AA5293_MARK LOGO: OH-119
 AA5293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5293+STABILITY: SURFACE MOTION
 AA5293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5293+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5293
 AA5293  HISTORY     - Date     Condition        Report By
 AA5293  HISTORY     - 1992     MONUMENTED       OH-119
 AA5293
 AA5293                          STATION DESCRIPTION
 AA5293
 AA5293'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5293'THE STATION IS IN THE NE 1/4 OF SECTION 5, TWP 1, RANGE 9, HOPEWELL
 AA5293'TOWNSHIP AND IN A CEMETERY KNOWN AS BEULAH CEMETERY, ABOUT 0.60 MI
 AA5293'(0.97 KM) NE OF THE MUSKINGUM COUNTY AND LICKING COUNTY LINE ON COUNTY
 AA5293'ROAD 8 (COTTAGE HILL ROAD) TO REACH FROM ZANESVILLE AT THE
 AA5293'INTERSECTION OF STATE ROUTE 146 (ADAIR AVENUE) AND STATE ROUTE 60
 AA5293'(MAPLE AVENUE), GO 13.35 MI (21.48 KM) ON STATE ROUTE 146 WNW TO THE
 AA5293'JUNCTION OF COUNTY ROAD 408 (PLEASANT VALLEY ROAD), TURN LEFT ON
 AA5293'COUNTY ROAD 408 S FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF COUNTY ROAD
 AA5293'8 (COTTAGE HILL ROAD), TURN RIGHT ON COUNTY ROAD 8 (COTTAGE HILL
 AA5293'ROAD)SSW FOR 2.0 MI (3.2 KM) TO THE JUNCTION OF SIDLE ROAD ON THE
 AA5293'LEFT, CONTINUE SSW ON COUNTY ROAD 8 (COTTAGE HILL ROAD) 0.15 MI (0.24
 AA5293'KM) TO A CEMETERY DRIVE ON THE RIGHT, TURN RIGHT ON CEMETERY DRIVE FOR
 AA5293'130 FT (39.6 M) TO A GATE IN CEMETERY FENCE, GO TO WEST FENCE LINE IN
 AA5293'CEMETERY AND THE LOCATION OF THE MONUMENT.
 AA5293' 
 AA5293'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5293'MONUMENT.  IT IS 138.5 FT (42.2 M) N OF THE SW FENCE CORNER OF THE
 AA5293'CEMETERY, 36.0 FT (11.0 M) S OF A GRAVE STONE MARKED (JESSE T. REDMAN
 AA5293'DIED NOV 11, 1886), AND 0.8 FT (24.4 CM) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5294 ***********************************************************************
 AA5294  DESIGNATION -  GPS 57
 AA5294  PID         -  AA5294
 AA5294  STATE/COUNTY-  OH/MUSKINGUM
 AA5294  USGS QUAD   -  ADAMSVILLE (1994)
 AA5294
 AA5294                         *CURRENT SURVEY CONTROL
 AA5294  ___________________________________________________________________
 AA5294* NAD 83(1995)-  40 05 08.90167(N)    081 56 20.76746(W)     ADJUSTED  
 AA5294* NAVD 88     -       270.6    (meters)     888.     (feet)  GPS OBS   
 AA5294  ___________________________________________________________________
 AA5294  X           -     685,248.490 (meters)                     COMP
 AA5294  Y           -  -4,838,476.033 (meters)                     COMP
 AA5294  Z           -   4,085,432.041 (meters)                     COMP
 AA5294  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AA5294  ELLIP HEIGHT-         236.92  (meters)          (10/07/05) GPS OBS
 AA5294  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AA5294
 AA5294  HORZ ORDER  -  FIRST
 AA5294  ELLP ORDER  -  FOURTH    CLASS I
 AA5294
 AA5294.The horizontal coordinates were established by GPS observations
 AA5294.and adjusted by the National Geodetic Survey in April 1998..
 AA5294
 AA5294.The orthometric height was determined by GPS observations and a
 AA5294.high-resolution geoid model.
 AA5294
 AA5294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5294
 AA5294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5294
 AA5294.The ellipsoidal height was determined by GPS observations
 AA5294.and is referenced to NAD 83.
 AA5294
 AA5294.The geoid height was determined by GEOID03.
 AA5294
 AA5294;                    North         East     Units Scale Factor Converg.
 AA5294;SPC OH S     -   231,709.017   647,837.440   MT  1.00001080   +0 21 21.2
 AA5294;UTM  17      - 4,437,703.438   419,938.336   MT  0.99967891   -0 36 17.1
 AA5294
 AA5294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5294!SPC OH S     -   0.99996283  x   1.00001080  =   0.99997363
 AA5294!UTM  17      -   0.99996283  x   0.99967891  =   0.99964176
 AA5294
 AA5294                          SUPERSEDED SURVEY CONTROL
 AA5294
 AA5294  ELLIP H (04/01/98)  236.97   (m)                       GP(       ) 4 1
 AA5294  NAD 83(1986)-  40 05 08.90768(N)    081 56 20.77577(W) AD(       ) 1
 AA5294
 AA5294.Superseded values are not recommended for survey control.
 AA5294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5294.See file dsdata.txt to determine how the superseded data were derived.
 AA5294
 AA5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1993837703(NAD 83)
 AA5294_MARKER: DD = SURVEY DISK
 AA5294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5294_STAMPING: GPS 57
 AA5294_MARK LOGO: OH-119
 AA5294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5294+STABILITY: SURFACE MOTION
 AA5294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5294+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5294
 AA5294  HISTORY     - Date     Condition        Report By
 AA5294  HISTORY     - 1992     MONUMENTED       OH-119
 AA5294
 AA5294                          STATION DESCRIPTION
 AA5294
 AA5294'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5294'THE STATION IS IN TH SE 1/4 OF SECTION 22, TOWNSHIP 3, RANGE 7,
 AA5294'MADISON TOWNSHIP, ABOUT 10 MI, NE OF ZANESVILLE, 5 MI (8.0 KM) SE OF
 AA5294'DRESDEN, AND 4 MI (6.4 KM) W OF ADAMSVILLE.
 AA5294' 
 AA5294'TO REACH FROM ADAMSVILLE AT THE INTERSECTION OF STATE ROUTES 93 AND
 AA5294'208, GO 210 FT (64.0 M) N ON STATE ROUTE 208 TO THE JUNCTION OF
 AA5294'MOLLIES ROCK ROAD (COUNTY ROAD 40), TURN LEFT ONTO MOLLIES ROCK ROAD W
 AA5294'FOR 3.95 MI (6.36 KM) TO THE JUNCTION OF BLACK SNAKE LANE (TOWNSHIP
 AA5294'ROAD 165), TURN RIGHT ONTO BLACK SNAKE LANE N FOR 0.75 MI (1.21 KM) TO
 AA5294'THE JUNCTION OF MCFERREN LANE (MADISON TOWNSHIP ROAD) AND THE STATION
 AA5294'ON THE RIGHT IN THE SE CORNER OF THE INTERSECTION.
 AA5294' 
 AA5294'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER CONCRETE MONUMENT
 AA5294'PROJECTING 0.2 FT (6.1 CM) ABOVE THE GROUND.  IT IS 47.0 FT (14.3 M) E
 AA5294'OF THE CENTERLINE OF BLACK SNAKE LANE, 13.0 FT (4.0 M) S OF THE
 AA5294'CENTERLINE MCFERREN LANE, 15.0 FT (4.6 M) E OF THE S END OF A CULVERT
 AA5294'UNDER MCFERREN LANE, AND 2.4 FT (0.7 M) NW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5295 ***********************************************************************
 AA5295  DESIGNATION -  GPS 58
 AA5295  PID         -  AA5295
 AA5295  STATE/COUNTY-  OH/MUSKINGUM
 AA5295  USGS QUAD   -  ZANESVILLE WEST (1992)
 AA5295
 AA5295                         *CURRENT SURVEY CONTROL
 AA5295  ___________________________________________________________________
 AA5295* NAD 83(1995)-  39 58 13.86310(N)    082 03 30.89364(W)     ADJUSTED  
 AA5295* NAVD 88     -       221.2    (meters)     726.     (feet)  GPS OBS   
 AA5295  ___________________________________________________________________
 AA5295  X           -     676,289.582 (meters)                     COMP
 AA5295  Y           -  -4,848,011.404 (meters)                     COMP
 AA5295  Z           -   4,075,597.705 (meters)                     COMP
 AA5295  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AA5295  ELLIP HEIGHT-         187.38  (meters)          (10/07/05) GPS OBS
 AA5295  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AA5295
 AA5295  HORZ ORDER  -  FIRST
 AA5295  ELLP ORDER  -  FOURTH    CLASS I
 AA5295
 AA5295.The horizontal coordinates were established by GPS observations
 AA5295.and adjusted by the National Geodetic Survey in April 1998..
 AA5295
 AA5295.The orthometric height was determined by GPS observations and a
 AA5295.high-resolution geoid model.
 AA5295
 AA5295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5295
 AA5295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5295
 AA5295.The ellipsoidal height was determined by GPS observations
 AA5295.and is referenced to NAD 83.
 AA5295
 AA5295.The geoid height was determined by GEOID03.
 AA5295
 AA5295;                    North         East     Units Scale Factor Converg.
 AA5295;SPC OH S     -   218,851.547   637,710.033   MT  0.99998818   +0 16 48.3
 AA5295;UTM  17      - 4,425,021.459   409,600.036   MT  0.99970060   -0 40 48.3
 AA5295
 AA5295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5295!SPC OH S     -   0.99997060  x   0.99998818  =   0.99995879
 AA5295!UTM  17      -   0.99997060  x   0.99970060  =   0.99967121
 AA5295
 AA5295:                Primary Azimuth Mark                     Grid Az
 AA5295:SPC OH S     -  GPS 59                                   046 55 43.9
 AA5295:UTM  17      -  GPS 59                                   047 53 20.5
 AA5295
 AA5295|---------------------------------------------------------------------|
 AA5295| PID    Reference Object                     Distance      Geod. Az  |
 AA5295|                                                           dddmmss.s |
 AA5295| AA5296 GPS 59                              APPROX. 1.6 KM 0471232.2 |
 AA5295|---------------------------------------------------------------------|
 AA5295
 AA5295                          SUPERSEDED SURVEY CONTROL
 AA5295
 AA5295  ELLIP H (04/01/98)  187.44   (m)                       GP(       ) 4 1
 AA5295  NAD 83(1986)-  39 58 13.86741(N)    082 03 30.90283(W) AD(       ) 1
 AA5295
 AA5295.Superseded values are not recommended for survey control.
 AA5295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5295.See file dsdata.txt to determine how the superseded data were derived.
 AA5295
 AA5295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME0960025021(NAD 83)
 AA5295_MARKER: DD = SURVEY DISK
 AA5295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5295_STAMPING: GPS 58
 AA5295_MARK LOGO: OH-119
 AA5295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5295+STABILITY: SURFACE MOTION
 AA5295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5295+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5295
 AA5295  HISTORY     - Date     Condition        Report By
 AA5295  HISTORY     - 1992     MONUMENTED       OH-119
 AA5295
 AA5295                          STATION DESCRIPTION
 AA5295
 AA5295'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5295'THE STATION IS IN THE THIRD QUARTER TOWNSHIP OF TWP 1, RANGE 8, FALLS
 AA5295'TOWNSHIP ABOUT 2.9 MILES (4.7 KM) WEST OF ZANESVILLE.
 AA5295' 
 AA5295'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTES 60 (MAPLE
 AA5295'AVENUE) AND 146 (ADAIR AVENUE), GO 2.60 MILES (4.18 KM) W ON STATE
 AA5295'ROUTE 146 TO THE JUNCTION OF COUNTY ROAD 660 (DILLON SCHOOL ROAD) TURN
 AA5295'LEFT ON DILLON SCHOOL ROAD FOR 0.10 MILES (0.16 KM) WNW TO THE
 AA5295'JUNCTION OF COUNTY ROAD 35 (DILLON FALLS ROAD), TURN LEFT ON DILLON
 AA5295'FALLS ROAD FOR 0.23 MILES (0.37 KM) W TO THE STATION ON THE RIGHT IN
 AA5295'FRONT OF THE FALLS TOWNSHIP HALL AND THE FALLS TOWNSHIP FIRE
 AA5295'DEPARTMENT.
 AA5295' 
 AA5295'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5295'MONUMENT.  IT IS 74.0 FT (22.6 M) W OF THE CENTERLINE OF A CONCRTE
 AA5295'DRIVE INTO THE FIRE HOUSE, 30.4 FT (9.3 M) E OF A FIRE HYDRANT, 21.6
 AA5295'FT (6.6 M) NO OF THE CENTERLINE OF DILLON FALLS ROAD, AND 0.5 FT (15.2
 AA5295'CM) W OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5296 ***********************************************************************
 AA5296  DESIGNATION -  GPS 59
 AA5296  PID         -  AA5296
 AA5296  STATE/COUNTY-  OH/MUSKINGUM
 AA5296  USGS QUAD   -  ZANESVILLE WEST (1992)
 AA5296
 AA5296                         *CURRENT SURVEY CONTROL
 AA5296  ___________________________________________________________________
 AA5296* NAD 83(1995)-  39 58 49.20258(N)    082 02 41.26620(W)     ADJUSTED  
 AA5296* NAVD 88     -       268.4    (meters)     881.     (feet)  GPS OBS   
 AA5296  ___________________________________________________________________
 AA5296  X           -     677,364.081 (meters)                     COMP
 AA5296  Y           -  -4,847,190.802 (meters)                     COMP
 AA5296  Z           -   4,076,463.302 (meters)                     COMP
 AA5296  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AA5296  ELLIP HEIGHT-         234.55  (meters)          (10/07/05) GPS OBS
 AA5296  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 AA5296
 AA5296  HORZ ORDER  -  FIRST
 AA5296  ELLP ORDER  -  FOURTH    CLASS I
 AA5296
 AA5296.The horizontal coordinates were established by GPS observations
 AA5296.and adjusted by the National Geodetic Survey in April 1998..
 AA5296
 AA5296.The orthometric height was determined by GPS observations and a
 AA5296.high-resolution geoid model.
 AA5296
 AA5296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5296
 AA5296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5296
 AA5296.The ellipsoidal height was determined by GPS observations
 AA5296.and is referenced to NAD 83.
 AA5296
 AA5296.The geoid height was determined by GEOID03.
 AA5296
 AA5296;                    North         East     Units Scale Factor Converg.
 AA5296;SPC OH S     -   219,947.338   638,882.204   MT  0.99998994   +0 17 19.8
 AA5296;UTM  17      - 4,426,097.141   410,790.061   MT  0.99969797   -0 40 16.9
 AA5296
 AA5296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5296!SPC OH S     -   0.99996321  x   0.99998994  =   0.99995315
 AA5296!UTM  17      -   0.99996321  x   0.99969797  =   0.99966119
 AA5296
 AA5296:                Primary Azimuth Mark                     Grid Az
 AA5296:SPC OH S     -  GPS 58                                   226 55 44.2
 AA5296:UTM  17      -  GPS 58                                   227 53 20.9
 AA5296
 AA5296|---------------------------------------------------------------------|
 AA5296| PID    Reference Object                     Distance      Geod. Az  |
 AA5296|                                                           dddmmss.s |
 AA5296| AA5295 GPS 58                              APPROX. 1.6 KM 2271304.0 |
 AA5296|---------------------------------------------------------------------|
 AA5296
 AA5296                          SUPERSEDED SURVEY CONTROL
 AA5296
 AA5296  ELLIP H (04/01/98)  234.61   (m)                       GP(       ) 4 1
 AA5296  NAD 83(1986)-  39 58 49.20689(N)    082 02 41.27539(W) AD(       ) 1
 AA5296
 AA5296.Superseded values are not recommended for survey control.
 AA5296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5296.See file dsdata.txt to determine how the superseded data were derived.
 AA5296
 AA5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1079026097(NAD 83)
 AA5296_MARKER: DD = SURVEY DISK
 AA5296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5296_STAMPING: GPS 59
 AA5296_MARK LOGO: OH-119
 AA5296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5296+STABILITY: SURFACE MOTION
 AA5296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5296+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5296
 AA5296  HISTORY     - Date     Condition        Report By
 AA5296  HISTORY     - 1992     MONUMENTED       OH-119
 AA5296
 AA5296                          STATION DESCRIPTION
 AA5296
 AA5296'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5296'THE STATION IS NEAR THE SOUTH LINE OF THE FIRST QUARTER TWP OF TWP 1,
 AA5296'RANGE 8, FALLS TWP, NEAR THE NW EDGE OF ZANESVILLE.
 AA5296' 
 AA5296'TO REACH FROM ZANESVILLE AT THE INTERSECTIO OF STATE RUTES 60 (MAPLE
 AA5296'AVENUE) AND 146 (ADAIR AVENUE), GO 2.95 MILES (4.75 KM) WNW ON SR 146
 AA5296'TO THE JUNCTION OF COUNTY ROAD 660 (KEARNS DRIVE), TURN RIGHT ONTO
 AA5296'KEARNS DRIVE NE FOR 0.40 MILES (0.64 KM) TO THE JUNCTION OF COUNTY
 AA5296'ROAD 146 (MILITARY ROAD), TURN RIGHT ONTO MILITARY ROAD E FOR 0.35
 AA5296'MILES (0.56 KM) TO THE STATION ON THE LEFT AT THE TOP OF A HILL.
 AA5296' 
 AA5296'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5296'MONUMENT.  IT IS 29.0 FT (8.8 M) N OF THE CENTERLINE OF MILITARY ROAD,
 AA5296'50.0 FT (15.2 M) NNW OF A POWER POLE, 57.5 FT (17.5 M) W OF A NATIONAL
 AA5296'GAS PIPELINE MARKER, AND 3.4 FT (1.0 M) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5297 ***********************************************************************
 AA5297  DESIGNATION -  GPS 60
 AA5297  PID         -  AA5297
 AA5297  STATE/COUNTY-  OH/MUSKINGUM
 AA5297  USGS QUAD   -  ZANESVILLE WEST (1992)
 AA5297
 AA5297                         *CURRENT SURVEY CONTROL
 AA5297  ___________________________________________________________________
 AA5297* NAD 83(1995)-  39 59 45.78687(N)    082 01 35.49547(W)     ADJUSTED  
 AA5297* NAVD 88     -       238.5    (meters)     782.     (feet)  GPS OBS   
 AA5297  ___________________________________________________________________
 AA5297  X           -     678,750.899 (meters)                     COMP
 AA5297  Y           -  -4,845,841.198 (meters)                     COMP
 AA5297  Z           -   4,077,781.322 (meters)                     COMP
 AA5297  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AA5297  ELLIP HEIGHT-         204.71  (meters)          (10/07/05) GPS OBS
 AA5297  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AA5297
 AA5297  HORZ ORDER  -  FIRST
 AA5297  ELLP ORDER  -  FOURTH    CLASS I
 AA5297
 AA5297.The horizontal coordinates were established by GPS observations
 AA5297.and adjusted by the National Geodetic Survey in April 1998..
 AA5297
 AA5297.The orthometric height was determined by GPS observations and a
 AA5297.high-resolution geoid model.
 AA5297
 AA5297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5297
 AA5297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5297
 AA5297.The ellipsoidal height was determined by GPS observations
 AA5297.and is referenced to NAD 83.
 AA5297
 AA5297.The geoid height was determined by GEOID03.
 AA5297
 AA5297;                    North         East     Units Scale Factor Converg.
 AA5297;SPC OH S     -   221,700.547   640,433.580   MT  0.99999284   +0 18 01.5
 AA5297;UTM  17      - 4,427,823.596   412,370.133   MT  0.99969453   -0 39 35.4
 AA5297
 AA5297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5297!SPC OH S     -   0.99996789  x   0.99999284  =   0.99996073
 AA5297!UTM  17      -   0.99996789  x   0.99969453  =   0.99966243
 AA5297
 AA5297                          SUPERSEDED SURVEY CONTROL
 AA5297
 AA5297  ELLIP H (04/01/98)  204.77   (m)                       GP(       ) 4 1
 AA5297  NAD 83(1986)-  39 59 45.79140(N)    082 01 35.50446(W) AD(       ) 1
 AA5297
 AA5297.Superseded values are not recommended for survey control.
 AA5297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5297.See file dsdata.txt to determine how the superseded data were derived.
 AA5297
 AA5297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1237027824(NAD 83)
 AA5297_MARKER: DD = SURVEY DISK
 AA5297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5297_STAMPING: GPS 60
 AA5297_MARK LOGO: OH-119
 AA5297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5297+STABILITY: SURFACE MOTION
 AA5297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5297+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5297
 AA5297  HISTORY     - Date     Condition        Report By
 AA5297  HISTORY     - 1992     MONUMENTED       OH-119
 AA5297
 AA5297                          STATION DESCRIPTION
 AA5297
 AA5297'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5297'THE STATION IS IN THE FIRST QUARTER TOWNSHIP OF TWP 1, RANGE 8, FALLS
 AA5297'TOWNSHIP TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE
 AA5297'60 (MAPLE AVENUE) AND STATE ROUTE 146 (ADAIR AVENUE), GO 3.15 MI (5.07
 AA5297'KM) N ON STATE ROUTE 60 TO THE JUNCTION OF TOWNSHIP ROAD 147 (RICHEY
 AA5297'ROAD), TURN RIGHT ON RICHEY ROAD NE FOR 0.33 MI (0.53 KM) TO THE
 AA5297'STATION ON THE LEFT.
 AA5297' 
 AA5297'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5297'MONUMENT.  IT IS 79.0 FT (24.1 M) NE OF THE CENTERLINE INTERSECTION OF
 AA5297'RICHEY ROAD AND MEADOWBROOK DRIVE, 48.8 FT (14.9 M) NNW OF A POWER
 AA5297'POLE MARKED (558A3 26 OPCO), 24.3 FT (7.4 M) N OF THE CENTERLINE OF
 AA5297'RICHEY ROAD AND 1.1 FT (0.3 M) S OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5298 ***********************************************************************
 AA5298  DESIGNATION -  GPS 61
 AA5298  PID         -  AA5298
 AA5298  STATE/COUNTY-  OH/MUSKINGUM
 AA5298  USGS QUAD   -  ZANESVILLE WEST (1992)
 AA5298
 AA5298                         *CURRENT SURVEY CONTROL
 AA5298  ___________________________________________________________________
 AA5298* NAD 83(1995)-  39 59 44.74257(N)    082 00 32.53337(W)     ADJUSTED  
 AA5298* NAVD 88     -       265.2    (meters)     870.     (feet)  GPS OBS   
 AA5298  ___________________________________________________________________
 AA5298  X           -     680,235.781 (meters)                     COMP
 AA5298  Y           -  -4,845,674.580 (meters)                     COMP
 AA5298  Z           -   4,077,773.839 (meters)                     COMP
 AA5298  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AA5298  ELLIP HEIGHT-         231.46  (meters)          (10/07/05) GPS OBS
 AA5298  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AA5298
 AA5298  HORZ ORDER  -  FIRST
 AA5298  ELLP ORDER  -  FOURTH    CLASS I
 AA5298
 AA5298.The horizontal coordinates were established by GPS observations
 AA5298.and adjusted by the National Geodetic Survey in April 1998..
 AA5298
 AA5298.The orthometric height was determined by GPS observations and a
 AA5298.high-resolution geoid model.
 AA5298
 AA5298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5298
 AA5298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5298
 AA5298.The ellipsoidal height was determined by GPS observations
 AA5298.and is referenced to NAD 83.
 AA5298
 AA5298.The geoid height was determined by GEOID03.
 AA5298
 AA5298;                    North         East     Units Scale Factor Converg.
 AA5298;SPC OH S     -   221,676.314   641,927.303   MT  0.99999278   +0 18 41.5
 AA5298;UTM  17      - 4,427,774.350   413,862.792   MT  0.99969134   -0 38 54.9
 AA5298
 AA5298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5298!SPC OH S     -   0.99996369  x   0.99999278  =   0.99995647
 AA5298!UTM  17      -   0.99996369  x   0.99969134  =   0.99965504
 AA5298
 AA5298                          SUPERSEDED SURVEY CONTROL
 AA5298
 AA5298  ELLIP H (04/01/98)  231.53   (m)                       GP(       ) 4 1
 AA5298  NAD 83(1986)-  39 59 44.74738(N)    082 00 32.54224(W) AD(       ) 1
 AA5298
 AA5298.Superseded values are not recommended for survey control.
 AA5298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5298.See file dsdata.txt to determine how the superseded data were derived.
 AA5298
 AA5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1386327774(NAD 83)
 AA5298_MARKER: DD = SURVEY DISK
 AA5298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5298_STAMPING: GPS 61
 AA5298_MARK LOGO: OH-119
 AA5298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5298+STABILITY: SURFACE MOTION
 AA5298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5298+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5298
 AA5298  HISTORY     - Date     Condition        Report By
 AA5298  HISTORY     - 1992     MONUMENTED       OH-119
 AA5298
 AA5298                          STATION DESCRIPTION
 AA5298
 AA5298'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5298'THE STATION IS IN THE FIRST QUARTER TOWNSHIP OF TWP 1, RANGE 8, FALLS
 AA5298'TOWNSHIP.
 AA5298' 
 AA5298'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (MAPLE
 AA5298'AVENUE) AND STATE ROUTE 146 (ADAIR AVENUE), GO 3.15 MI (5.07 KM) N ON
 AA5298'STATE ROUTE 60 TO THE JUNCTION OF TOWNSHIP ROAD 147 (RICHEY ROAD),
 AA5298'TURN RIGHT ON RICHEY ROAD NE FOR 1.25 MI (2.01 KM) TO THE JUNCTION OF
 AA5298'A SCHOOL DRIVE GOING TO RICHEY ELEMENTARY SCHOOL, TURN LEFT ON SCHOOL
 AA5298'DRIVE N FOR 140 FT (42.7 M) TO THE STATION ON THE LEFT.
 AA5298' 
 AA5298'THE  DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5298'MONUMENT.  IT IS 144.0 FT (43.9 M) N OF THE CENTERLINE OF RICHEY ROAD,
 AA5298'24.5 FT (7.5 M) W OF THE CENTERLINE OF THE SCHOOL DRIVE, 106.0 FT
 AA5298'(32.3 M) N OF A FIRE HYDRANT, 40.4 FT (12.3 M) S OF THE SW CORNER OF A
 AA5298'CONCRETE HEADWALL ON A DRIVE CULVERT AND 2.5 FT (0.8 M) W OF A WITNESS
 AA5298'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5299 ***********************************************************************
 AA5299  DESIGNATION -  GPS 63
 AA5299  PID         -  AA5299
 AA5299  STATE/COUNTY-  OH/MUSKINGUM
 AA5299  USGS QUAD   -  ZANESVILLE EAST (1994)
 AA5299
 AA5299                         *CURRENT SURVEY CONTROL
 AA5299  ___________________________________________________________________
 AA5299* NAD 83(1995)-  39 57 52.27528(N)    081 59 32.69465(W)     ADJUSTED  
 AA5299* NAVD 88     -       211.9    (meters)     695.     (feet)  GPS OBS   
 AA5299  ___________________________________________________________________
 AA5299  X           -     681,946.301 (meters)                     COMP
 AA5299  Y           -  -4,847,643.628 (meters)                     COMP
 AA5299  Z           -   4,075,081.394 (meters)                     COMP
 AA5299  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AA5299  ELLIP HEIGHT-         178.04  (meters)          (10/07/05) GPS OBS
 AA5299  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 AA5299
 AA5299  HORZ ORDER  -  FIRST
 AA5299  ELLP ORDER  -  FOURTH    CLASS I
 AA5299
 AA5299.The horizontal coordinates were established by GPS observations
 AA5299.and adjusted by the National Geodetic Survey in April 1998..
 AA5299
 AA5299.The orthometric height was determined by GPS observations and a
 AA5299.high-resolution geoid model.
 AA5299
 AA5299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5299
 AA5299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5299
 AA5299.The ellipsoidal height was determined by GPS observations
 AA5299.and is referenced to NAD 83.
 AA5299
 AA5299.The geoid height was determined by GEOID03.
 AA5299
 AA5299;                    North         East     Units Scale Factor Converg.
 AA5299;SPC OH S     -   218,215.441   643,366.263   MT  0.99998711   +0 19 19.5
 AA5299;UTM  17      - 4,424,290.904   415,243.162   MT  0.99968844   -0 38 14.9
 AA5299
 AA5299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5299!SPC OH S     -   0.99997207  x   0.99998711  =   0.99995918
 AA5299!UTM  17      -   0.99997207  x   0.99968844  =   0.99966052
 AA5299
 AA5299                          SUPERSEDED SURVEY CONTROL
 AA5299
 AA5299  ELLIP H (04/01/98)  178.11   (m)                       GP(       ) 4 1
 AA5299  NAD 83(1986)-  39 57 52.28022(N)    081 59 32.70323(W) AD(       ) 1
 AA5299
 AA5299.Superseded values are not recommended for survey control.
 AA5299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5299.See file dsdata.txt to determine how the superseded data were derived.
 AA5299
 AA5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME1524324291(NAD 83)
 AA5299_MARKER: DD = SURVEY DISK
 AA5299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5299_STAMPING: GPS 63
 AA5299_MARK LOGO: OH-119
 AA5299_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5299+STABILITY: SURFACE MOTION
 AA5299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5299+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5299
 AA5299  HISTORY     - Date     Condition        Report By
 AA5299  HISTORY     - 1992     MONUMENTED       OH-119
 AA5299
 AA5299                          STATION DESCRIPTION
 AA5299
 AA5299'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5299'THE STATION IS IN THE THIRD QUARTER TOWNSHIP OF TOWNSHIP 1, RANGE 7,
 AA5299'IN THE CITY OF ZANESVILLE, ON THE E SIDE OF THE MUSKINGUM RIVER INSIDE
 AA5299'A CITY PARK.
 AA5299' 
 AA5299'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (MAPLE
 AA5299'AVENUE) AND STATE ROUTE 146 (ADAIR AVENUE), GO 0.75 MI (1.21 KM) E ON
 AA5299'THE OVERLAPPING STATE ROUTES 60 AND 146 (ADAIR AVENUE) TO THE JUNCTION
 AA5299'OF ZANE STREET (STATE ROUTE 666) ON THE SE SIDE OF THE MUSKINGUM
 AA5299'RIVER, TURN LEFT ONTO ZANE STREET (STATE ROUTE 666) ENE FOR 0.55 MI
 AA5299'(0.89 KM) TO THE JUNCTION OF LEWIS DRIVE (STATE ROUTE 666), TURN LEFT
 AA5299'ONTO LEWIS DRIVE (STATE ROUTE 666), WNW FOR 0.65 MI (1.05 KM) TO THE
 AA5299'ENTRANCE OF RIVERSIDE PARK, TURN LEFT ONTO THE PARK ROAD WNW AND GO
 AA5299'ACROSS RAILROAD TRACKS AND BEAR RIGHT FOR 0.25 MI (0.40 KM) TO THE
 AA5299'INTERSECTION OF ANOTHER PARK ROAD AND A CHAIN LINK FENCE. THE STATION
 AA5299'IS ON THE LEFT IN A GRASS ISLAND IN THE MIDDLE OF THE INTERSECTION.
 AA5299' 
 AA5299'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5299'MONUMENT.  IT IS 44.5 FT (13.6 M) W OF THE CENTERLINE OF THE S TO N
 AA5299'PARK ROAD, 14.0 FT (4.3 M) S OF THE CENTERLINE OF THE W TO E PARK
 AA5299'ROAD, 78.7 FT (24.0 M) E OF A POWER POLE, 27.5 FT (8.4 M) S OF A CHAIN
 AA5299'LINK FENCE, AND 1.0 FT (0.3 M) S OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5300 ***********************************************************************
 AA5300  DESIGNATION -  GPS 64
 AA5300  PID         -  AA5300
 AA5300  STATE/COUNTY-  OH/MUSKINGUM
 AA5300  USGS QUAD   -  ADAMSVILLE (1994)
 AA5300
 AA5300                         *CURRENT SURVEY CONTROL
 AA5300  ___________________________________________________________________
 AA5300* NAD 83(1995)-  40 05 22.40971(N)    081 54 12.28806(W)     ADJUSTED  
 AA5300* NAVD 88     -       301.3    (meters)     989.     (feet)  GPS OBS   
 AA5300  ___________________________________________________________________
 AA5300  X           -     688,227.698 (meters)                     COMP
 AA5300  Y           -  -4,837,805.915 (meters)                     COMP
 AA5300  Z           -   4,085,770.599 (meters)                     COMP
 AA5300  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AA5300  ELLIP HEIGHT-         267.66  (meters)          (10/07/05) GPS OBS
 AA5300  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AA5300
 AA5300  HORZ ORDER  -  FIRST
 AA5300  ELLP ORDER  -  FOURTH    CLASS I
 AA5300
 AA5300.The horizontal coordinates were established by GPS observations
 AA5300.and adjusted by the National Geodetic Survey in April 1998..
 AA5300
 AA5300.The orthometric height was determined by GPS observations and a
 AA5300.high-resolution geoid model.
 AA5300
 AA5300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5300
 AA5300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5300
 AA5300.The ellipsoidal height was determined by GPS observations
 AA5300.and is referenced to NAD 83.
 AA5300
 AA5300.The geoid height was determined by GEOID03.
 AA5300
 AA5300;                    North         East     Units Scale Factor Converg.
 AA5300;SPC OH S     -   232,145.155   650,878.438   MT  1.00001161   +0 22 42.8
 AA5300;UTM  17      - 4,438,088.409   422,985.196   MT  0.99967301   -0 34 54.5
 AA5300
 AA5300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5300!SPC OH S     -   0.99995801  x   1.00001161  =   0.99996962
 AA5300!UTM  17      -   0.99995801  x   0.99967301  =   0.99963104
 AA5300
 AA5300                          SUPERSEDED SURVEY CONTROL
 AA5300
 AA5300  ELLIP H (04/01/98)  267.71   (m)                       GP(       ) 4 1
 AA5300  NAD 83(1986)-  40 05 22.41601(N)    081 54 12.29610(W) AD(       ) 1
 AA5300
 AA5300.Superseded values are not recommended for survey control.
 AA5300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5300.See file dsdata.txt to determine how the superseded data were derived.
 AA5300
 AA5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2298538088(NAD 83)
 AA5300_MARKER: DD = SURVEY DISK
 AA5300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5300_STAMPING: GPS 64
 AA5300_MARK LOGO: OH-119
 AA5300_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5300+STABILITY: SURFACE MOTION
 AA5300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5300+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5300
 AA5300  HISTORY     - Date     Condition        Report By
 AA5300  HISTORY     - 1992     MONUMENTED       OH-119
 AA5300
 AA5300                          STATION DESCRIPTION
 AA5300
 AA5300'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5300'THE STATION IS IN THE SW 1/4 OF SECTION 25, TOWNSHIP 3, RANGE 6, ADAMS
 AA5300'TOWNSHIP, ABOUT 11 MI (17.7 KM) NE OF ZANESVILLE, 6 MI (9.7 KM) E OF
 AA5300'DRESDEN, 2 MI (3.2 KM) NW OF ADAMSVILLE.
 AA5300' 
 AA5300'TO REACH FROM ADAMSVILLE AT THE INTERSECTION OF STATE ROUTES 93 AND
 AA5300'208, GO 210 FT (64.0 M) N ON  STATE ROUTE 208 TO THE JUNCTION OF
 AA5300'MOLLIES ROCK ROAD (COUNTY ROAD 40), TURN LEFT ONTO MOLLIES ROCK ROAD W
 AA5300'FOR 0.70 MI (1.13 KM) TO THE JUNCTION OF RADCLIFFE ROAD (TOWNSHIP ROAD
 AA5300'98), TURN RIGHT ONTO RADCLIFFE ROAD N FOR 1.42 MI (2.29 KM) TO THE
 AA5300'STATION ON THE RIGHT AT THE TOP OF A SMALL HILL.
 AA5300' 
 AA5300'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5300'MONUMENT.  IT IS 155.0 FT (47.2 M) SE OF A POWER POLE MARKED (10),
 AA5300'78.0 FT (23.8 M) S OF A GATE IN THE FENCE, 17.0 FT (5.2 M) E OF TEH
 AA5300'CENTERLINE OF RADCLIFFE ROAD, 2.7 FT (0.8 M) W OF A WOVEN WIRE FENCE,
 AA5300'AND 1.6 FT (0.5 M) W OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5332 ***********************************************************************
 AA5332  DESIGNATION -  GPS 65
 AA5332  PID         -  AA5332
 AA5332  STATE/COUNTY-  OH/MUSKINGUM
 AA5332  USGS QUAD   -  TRINWAY (1981)
 AA5332
 AA5332                         *CURRENT SURVEY CONTROL
 AA5332  ___________________________________________________________________
 AA5332* NAD 83(1995)-  40 07 45.55925(N)    082 02 07.83043(W)     ADJUSTED  
 AA5332* NAVD 88     -       308.7    (meters)    1013.     (feet)  GPS OBS   
 AA5332  ___________________________________________________________________
 AA5332  X           -     676,678.979 (meters)                     COMP
 AA5332  Y           -  -4,836,568.184 (meters)                     COMP
 AA5332  Z           -   4,089,152.365 (meters)                     COMP
 AA5332  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AA5332  ELLIP HEIGHT-         275.08  (meters)          (10/07/05) GPS OBS
 AA5332  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 AA5332
 AA5332  HORZ ORDER  -  FIRST
 AA5332  ELLP ORDER  -  FOURTH    CLASS I
 AA5332
 AA5332.The horizontal coordinates were established by GPS observations
 AA5332.and adjusted by the National Geodetic Survey in October 2005..
 AA5332
 AA5332.The orthometric height was determined by GPS observations and a
 AA5332.high-resolution geoid model.
 AA5332
 AA5332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5332
 AA5332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5332
 AA5332.The ellipsoidal height was determined by GPS observations
 AA5332.and is referenced to NAD 83.
 AA5332
 AA5332.The geoid height was determined by GEOID03.
 AA5332
 AA5332;                    North         East     Units Scale Factor Converg.
 AA5332;SPC OH S     -   236,494.216   639,590.430   MT  1.00002040   +0 17 41.0
 AA5332;UTM  17      - 4,442,624.723   411,775.458   MT  0.99969582   -0 40 02.8
 AA5332
 AA5332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5332!SPC OH S     -   0.99995685  x   1.00002040  =   0.99997725
 AA5332!UTM  17      -   0.99995685  x   0.99969582  =   0.99965268
 AA5332
 AA5332                          SUPERSEDED SURVEY CONTROL
 AA5332
 AA5332  NAD 83(1995)-  40 07 45.55807(N)    082 02 07.82900(W) AD(       ) 1
 AA5332  ELLIP H (04/01/98)  275.12   (m)                       GP(       ) 4 1
 AA5332  NAD 83(1986)-  40 07 45.56362(N)    082 02 07.83787(W) AD(       ) 1
 AA5332
 AA5332.Superseded values are not recommended for survey control.
 AA5332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5332.See file dsdata.txt to determine how the superseded data were derived.
 AA5332
 AA5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1177542625(NAD 83)
 AA5332_MARKER: DD = SURVEY DISK
 AA5332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5332_STAMPING: GPS 65
 AA5332_MARK LOGO: OH-119
 AA5332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5332+STABILITY: SURFACE MOTION
 AA5332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5332+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5332
 AA5332  HISTORY     - Date     Condition        Report By
 AA5332  HISTORY     - 1992     MONUMENTED       OH-119
 AA5332
 AA5332                          STATION DESCRIPTION
 AA5332
 AA5332'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5332'THE STATION IS IN THE FIRST QUARTER TOWNSHIP, TWP 3, RANGE 8, CASS
 AA5332'TOWNSHIP, ABOUT 14 MILES (22.5 KM) N OF ZANESVILLE AND 1 MILE (1.6 KM)
 AA5332'W OF DRESDEN.
 AA5332' 
 AA5332'TO REACH FROM DRESDEN AT THE INTERSECTION OF STATE ROUTES 60 AND 208,
 AA5332'GO 0.4 MILES (0.6 KM) N ON S.R. 60 TO THE JUNCTION OF TOWNSHIP ROAD 77
 AA5332'(DUTCH HILL ROAD), TURN LEFT ONTO ROAD 77 W FOR 80 FEET (24.4 M) TO
 AA5332'THE JUNCTION OF TWP RD 460 (HILL ROAD), TURN RIGHT ONTO HILL ROAD NNW
 AA5332'FOR 1.00 MILE (1.61 KM) TO THE STATION ON THE LEFT.  THE STATION IS IN
 AA5332'THE SE CORNER OF THE INTERSECTION OF HILL ROAD AND A PRIVATE DRIVE.
 AA5332' 
 AA5332'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5332'MONUMENT.
 AA5332' 
 AA5332'IT IS 240 FT (73.2 M) S OF THE CENTERLINE OF HILL ROAD, 27.0 FT (8.2
 AA5332'M) E OF THE CENTERLINE OF A PRIVATE DRIVE, 103.0 FT (31.4 M) SSE OF A
 AA5332'POWER POLE MARKED (9015), 111.5 FT (34.0 M) ENE OF A POWER POLE WITH
 AA5332'NO MARKINGS, 1.4 FT (0.4 M) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5301 ***********************************************************************
 AA5301  DESIGNATION -  GPS 66
 AA5301  PID         -  AA5301
 AA5301  STATE/COUNTY-  OH/MUSKINGUM
 AA5301  USGS QUAD   -  WILLS CREEK (1994)
 AA5301
 AA5301                         *CURRENT SURVEY CONTROL
 AA5301  ___________________________________________________________________
 AA5301* NAD 83(1995)-  40 08 54.50951(N)    081 46 07.11643(W)     ADJUSTED  
 AA5301* NAVD 88     -       304.2    (meters)     998.     (feet)  GPS OBS   
 AA5301  ___________________________________________________________________
 AA5301  X           -     699,001.926 (meters)                     COMP
 AA5301  Y           -  -4,832,003.665 (meters)                     COMP
 AA5301  Z           -   4,090,775.321 (meters)                     COMP
 AA5301  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AA5301  ELLIP HEIGHT-         270.54  (meters)          (10/07/05) GPS OBS
 AA5301  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 AA5301
 AA5301  HORZ ORDER  -  FIRST
 AA5301  ELLP ORDER  -  FOURTH    CLASS I
 AA5301
 AA5301.The horizontal coordinates were established by GPS observations
 AA5301.and adjusted by the National Geodetic Survey in April 1998..
 AA5301
 AA5301.The orthometric height was determined by GPS observations and a
 AA5301.high-resolution geoid model.
 AA5301
 AA5301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5301
 AA5301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5301
 AA5301.The ellipsoidal height was determined by GPS observations
 AA5301.and is referenced to NAD 83.
 AA5301
 AA5301.The geoid height was determined by GEOID03.
 AA5301
 AA5301;                    North         East     Units Scale Factor Converg.
 AA5301;SPC OH S     -   238,771.491   662,318.746   MT  1.00002481   +0 27 50.6
 AA5301;UTM  17      - 4,444,519.846   434,530.816   MT  0.99965276   -0 29 44.2
 AA5301
 AA5301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5301!SPC OH S     -   0.99995756  x   1.00002481  =   0.99998237
 AA5301!UTM  17      -   0.99995756  x   0.99965276  =   0.99961034
 AA5301
 AA5301                          SUPERSEDED SURVEY CONTROL
 AA5301
 AA5301  ELLIP H (04/01/98)  270.60   (m)                       GP(       ) 4 1
 AA5301  NAD 83(1986)-  40 08 54.51595(N)    081 46 07.12381(W) AD(       ) 1
 AA5301
 AA5301.Superseded values are not recommended for survey control.
 AA5301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5301.See file dsdata.txt to determine how the superseded data were derived.
 AA5301
 AA5301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3453144520(NAD 83)
 AA5301_MARKER: DD = SURVEY DISK
 AA5301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5301_STAMPING: GPS 66
 AA5301_MARK LOGO: OH-119
 AA5301_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5301+STABILITY: SURFACE MOTION
 AA5301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5301+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5301
 AA5301  HISTORY     - Date     Condition        Report By
 AA5301  HISTORY     - 1992     MONUMENTED       OH-119
 AA5301
 AA5301                          STATION DESCRIPTION
 AA5301
 AA5301'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5301'THE STATION IS IN THE NW 1/4 OF SECTION 3, TOWNSHIP 3, RANGE 5, MONROE
 AA5301'TOWNSHIP, ABOUT 11 MI (17.7 KM) N OF NEW CONCORD AND 9 MI (14.5 KM) NE
 AA5301'OF ADAMSVILLE.
 AA5301' 
 AA5301'TO REACH FROM NEW CONCORD AT THE INTERSECTION OF US 40 AND STATE ROUTE
 AA5301'83, GO 4.55 MI (7.32 KM) N ON STATE ROUTE 83 TO THE JUNCTION OF STATE
 AA5301'ROUTE 209 IN THE VILLAGE OF BLOOMFIELD, CONTINUE N ON STATE ROUTE 83
 AA5301'FOR 5.40 MI (8.69 KM) TO THE JUNCTION OF STATE ROUTE 93, CONTINUE N ON
 AA5301'THE OVERLAPPING STATE ROUTES 83 AND 93 FOR 0.30 MI (0.48 KM) TO THE
 AA5301'JUNCTION OF THE STATE ROUTES 83 AND 93 SPLIT, BEAR RIGHT ONTO STATE
 AA5301'ROUTE 93 NE FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF PARKS ROAD
 AA5301'(COUNTY ROAD 15), TURN LEFT ONTO PARKS ROAD N FOR 1.95 MI (3.14 KM) TO
 AA5301'THE STATION ON THE RIGHT WHERE PARKS ROAD MAKES A SHARP LEFT TURN.
 AA5301' 
 AA5301'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5301'MONUMENT.  IT IS 210.0 FT (64.0 M) N OF THE INTERSECTION OF SIMMONS
 AA5301'LANE (TOWNSHIP ROAD 172), 31.0 FT (9.4 M) NE OF THE CENTERLINE OF
 AA5301'PARKS ROAD, 5.0 FT (1.5 M) E OF A GATE IN A FENCE, 2.0 FT (0.6 M) S OF
 AA5301'A FENCE, 1.1 FT (0.3 M) S. OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5302 ***********************************************************************
 AA5302  DESIGNATION -  GPS 67
 AA5302  PID         -  AA5302
 AA5302  STATE/COUNTY-  OH/MUSKINGUM
 AA5302  USGS QUAD   -  RURALDALE (1994)
 AA5302
 AA5302                         *CURRENT SURVEY CONTROL
 AA5302  ___________________________________________________________________
 AA5302* NAD 83(1995)-  39 50 06.52301(N)    081 45 55.68498(W)     ADJUSTED  
 AA5302* NAVD 88     -       392.3    (meters)    1287.     (feet)  GPS OBS   
 AA5302  ___________________________________________________________________
 AA5302  X           -     702,481.884 (meters)                     COMP
 AA5302  Y           -  -4,854,161.019 (meters)                     COMP
 AA5302  Z           -   4,064,176.254 (meters)                     COMP
 AA5302  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AA5302  ELLIP HEIGHT-         358.29  (meters)          (10/07/05) GPS OBS
 AA5302  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 AA5302
 AA5302  HORZ ORDER  -  FIRST
 AA5302  ELLP ORDER  -  FOURTH    CLASS I
 AA5302
 AA5302.The horizontal coordinates were established by GPS observations
 AA5302.and adjusted by the National Geodetic Survey in April 1998..
 AA5302
 AA5302.The orthometric height was determined by GPS observations and a
 AA5302.high-resolution geoid model.
 AA5302
 AA5302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5302
 AA5302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5302
 AA5302.The ellipsoidal height was determined by GPS observations
 AA5302.and is referenced to NAD 83.
 AA5302
 AA5302.The geoid height was determined by GEOID03.
 AA5302
 AA5302;                    North         East     Units Scale Factor Converg.
 AA5302;SPC OH S     -   203,984.686   662,872.314   MT  0.99996680   +0 27 57.9
 AA5302;UTM  17      - 4,409,740.494   434,502.666   MT  0.99965281   -0 29 25.3
 AA5302
 AA5302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5302!SPC OH S     -   0.99994379  x   0.99996680  =   0.99991060
 AA5302!UTM  17      -   0.99994379  x   0.99965281  =   0.99959662
 AA5302
 AA5302                          SUPERSEDED SURVEY CONTROL
 AA5302
 AA5302  ELLIP H (04/01/98)  358.36   (m)                       GP(       ) 4 1
 AA5302  NAD 83(1986)-  39 50 06.52894(N)    081 45 55.69363(W) AD(       ) 1
 AA5302
 AA5302.Superseded values are not recommended for survey control.
 AA5302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5302.See file dsdata.txt to determine how the superseded data were derived.
 AA5302
 AA5302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME3450309740(NAD 83)
 AA5302_MARKER: DD = SURVEY DISK
 AA5302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5302_STAMPING: GPS 67
 AA5302_MARK LOGO: OH-119
 AA5302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5302+STABILITY: SURFACE MOTION
 AA5302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5302+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5302
 AA5302  HISTORY     - Date     Condition        Report By
 AA5302  HISTORY     - 1992     MONUMENTED       OH-119
 AA5302
 AA5302                          STATION DESCRIPTION
 AA5302
 AA5302'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5302'THE STATION IS IN THE SW 1/4 OF SECTION 4, TOWNSHIP 12, RANGE 11,
 AA5302'MEIGS TOWNSHIP, ABOUT 15 MI (24.1 KM) SE OF ZANESVILLE, 6 MI (9.7 KM)
 AA5302'W OF CUMBERLAND, 8 MI (12.9 KM) E OF PHILO.
 AA5302' 
 AA5302'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 60 (WAYNE
 AA5302'AVENUE) AND STATE ROUTE 146 (MARIETTA STREET) GO 10.65 MI (17.14 KM) E
 AA5302'ON STATE ROUTE 146 TO THE JUNCTION OF STATE ROUTE 284, TURN RIGHT ONTO
 AA5302'STATE ROUTE 284 S FOR 6.20 MI (9.98 KM) TO THE JUNCTION OF SUGARGROVE
 AA5302'ROAD (COUNTY ROAD 97), CONTINUE S ON STATE ROUTE 284 FOR 80 FT (24.4
 AA5302'M) TO THE JUNCTION OF TOWER ROAD (TOWNSHIP ROAD 61), TURN LEFT ONTO
 AA5302'TOWER ROAD E FOR 0.16 MI (0.26 KM) TO THE STATION ON THE RIGHT.
 AA5302' 
 AA5302'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER CONCRETE MONUMENT
 AA5302'PROJECTING 0.2 FT (6.1 CM) ABOVE THE GROUND.  IT IS 72.0 FT (21.9 M)
 AA5302'NW OF A POWER POLE MARKED (953), 37.0 FT (11.3 M) W OF A RADIO TOWER,
 AA5302'28.0 FT (8.5 M) SE OF THE CENTERLINE OF TOWER ROAD, AND 1.8 FT (0.5 M)
 AA5302'NW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5303 ***********************************************************************
 AA5303  DESIGNATION -  GPS 70
 AA5303  PID         -  AA5303
 AA5303  STATE/COUNTY-  OH/MUSKINGUM
 AA5303  USGS QUAD   -  OTSEGO (1994)
 AA5303
 AA5303                         *CURRENT SURVEY CONTROL
 AA5303  ___________________________________________________________________
 AA5303* NAD 83(1995)-  40 00 28.27048(N)    081 48 52.98498(W)     ADJUSTED  
 AA5303* NAVD 88     -       306.6    (meters)    1006.     (feet)  GPS OBS   
 AA5303  ___________________________________________________________________
 AA5303  X           -     696,547.613 (meters)                     COMP
 AA5303  Y           -  -4,842,516.831 (meters)                     COMP
 AA5303  Z           -   4,078,828.890 (meters)                     COMP
 AA5303  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AA5303  ELLIP HEIGHT-         272.84  (meters)          (10/07/05) GPS OBS
 AA5303  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AA5303
 AA5303  HORZ ORDER  -  FIRST
 AA5303  ELLP ORDER  -  FOURTH    CLASS I
 AA5303
 AA5303.The horizontal coordinates were established by GPS observations
 AA5303.and adjusted by the National Geodetic Survey in April 1998..
 AA5303
 AA5303.The orthometric height was determined by GPS observations and a
 AA5303.high-resolution geoid model.
 AA5303
 AA5303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5303
 AA5303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5303
 AA5303.The ellipsoidal height was determined by GPS observations
 AA5303.and is referenced to NAD 83.
 AA5303
 AA5303.The geoid height was determined by GEOID03.
 AA5303
 AA5303;                    North         East     Units Scale Factor Converg.
 AA5303;SPC OH S     -   223,126.879   658,511.314   MT  0.99999506   +0 26 05.4
 AA5303;UTM  17      - 4,428,946.666   430,463.468   MT  0.99965952   -0 31 25.7
 AA5303
 AA5303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5303!SPC OH S     -   0.99995720  x   0.99999506  =   0.99995226
 AA5303!UTM  17      -   0.99995720  x   0.99965952  =   0.99961673
 AA5303
 AA5303                          SUPERSEDED SURVEY CONTROL
 AA5303
 AA5303  ELLIP H (04/01/98)  272.91   (m)                       GP(       ) 4 1
 AA5303  NAD 83(1986)-  40 00 28.27632(N)    081 48 52.99273(W) AD(       ) 1
 AA5303
 AA5303.Superseded values are not recommended for survey control.
 AA5303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5303.See file dsdata.txt to determine how the superseded data were derived.
 AA5303
 AA5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3046328947(NAD 83)
 AA5303_MARKER: DD = SURVEY DISK
 AA5303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5303_STAMPING: GPS 70
 AA5303_MARK LOGO: OH-119
 AA5303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5303+STABILITY: SURFACE MOTION
 AA5303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5303+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5303
 AA5303  HISTORY     - Date     Condition        Report By
 AA5303  HISTORY     - 1992     MONUMENTED       OH-119
 AA5303
 AA5303                          STATION DESCRIPTION
 AA5303
 AA5303'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5303'THE STATION IS IN THE NW 1/4 OF SECTION 5, TWP 1, RANGE 5, UNION
 AA5303'TOWNSHIP, ABOUT 12M ILES ENE OF ZANESVILLE AND 4 MILES (6.4 KM) WNW OF
 AA5303'NEW CONCORD.
 AA5303' 
 AA5303'TO REACH FROM ZANESVILLE AT THE COUNTY COURTHOUSE LOCATED AT THE
 AA5303'INTERSECTION OF SR 40 AND FOURTH STREET IN DOWNTOWN ZANESVILLE, GO
 AA5303'8.85 MILES (14.24 KM) E ON SR 40 TO THE JUNCTION OF ARCH HILL ROAD
 AA5303'(COUNTY ROAD 82), TURN LEFT ONTO ARCH HILL ROAD N FOR 3.60 MILES (5.79
 AA5303'KM) TO THE JUNCTION OF PIDCOCK ROAD (TOWNSHIP ROAD 440), TURN RIGHT
 AA5303'ONTO PIDCOCK ROAD ESE FOR 1.05 MI (1.69 KM) TO THE TOP OF A HILL AND
 AA5303'THE STATION ON THE RIGHT.
 AA5303' 
 AA5303'THE DISK IS SET IN A 0.8 FT (24.4 CM) DIAMETER FLUSH CONCRETE
 AA5303'MONUMENT.  IT IS 15.0 FT (4.6 M) W OF THE CENTERLINE OF PIDCOCK ROAD,
 AA5303'29.0 FT (8.8 M) N OF THE CENTERLINE OF A FIELD DRIVE, 57.0 FT (17.4 M)
 AA5303'W OF A POWER POLE MARKED (1), AND 1.1 FT (0.3 M) E OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5304 ***********************************************************************
 AA5304  DESIGNATION -  GPS 71
 AA5304  PID         -  AA5304
 AA5304  STATE/COUNTY-  OH/MUSKINGUM
 AA5304  USGS QUAD   -  TOBOSO (1978)
 AA5304
 AA5304                         *CURRENT SURVEY CONTROL
 AA5304  ___________________________________________________________________
 AA5304* NAD 83(1995)-  40 03 00.79453(N)    082 07 41.74668(W)     ADJUSTED  
 AA5304* NAVD 88     -       237.5    (meters)     779.     (feet)  GPS OBS   
 AA5304  ___________________________________________________________________
 AA5304  X           -     669,615.522 (meters)                     COMP
 AA5304  Y           -  -4,843,206.383 (meters)                     COMP
 AA5304  Z           -   4,082,386.776 (meters)                     COMP
 AA5304  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AA5304  ELLIP HEIGHT-         203.76  (meters)          (10/07/05) GPS OBS
 AA5304  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AA5304
 AA5304  HORZ ORDER  -  FIRST
 AA5304  ELLP ORDER  -  FOURTH    CLASS I
 AA5304
 AA5304.The horizontal coordinates were established by GPS observations
 AA5304.and adjusted by the National Geodetic Survey in October 2005..
 AA5304
 AA5304.The orthometric height was determined by GPS observations and a
 AA5304.high-resolution geoid model.
 AA5304
 AA5304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5304
 AA5304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5304
 AA5304.The ellipsoidal height was determined by GPS observations
 AA5304.and is referenced to NAD 83.
 AA5304
 AA5304.The geoid height was determined by GEOID03.
 AA5304
 AA5304;                    North         East     Units Scale Factor Converg.
 AA5304;SPC OH S     -   227,674.459   631,720.809   MT  1.00000338   +0 14 09.1
 AA5304;UTM  17      - 4,433,941.010   403,761.320   MT  0.99971402   -0 43 33.8
 AA5304
 AA5304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5304!SPC OH S     -   0.99996804  x   1.00000338  =   0.99997142
 AA5304!UTM  17      -   0.99996804  x   0.99971402  =   0.99968206
 AA5304
 AA5304                          SUPERSEDED SURVEY CONTROL
 AA5304
 AA5304  NAD 83(1995)-  40 03 00.79408(N)    082 07 41.74610(W) AD(       ) 1
 AA5304  ELLIP H (04/01/98)  203.81   (m)                       GP(       ) 4 1
 AA5304  NAD 83(1986)-  40 03 00.79923(N)    082 07 41.75536(W) AD(       ) 1
 AA5304
 AA5304.Superseded values are not recommended for survey control.
 AA5304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5304.See file dsdata.txt to determine how the superseded data were derived.
 AA5304
 AA5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0376133941(NAD 83)
 AA5304_MARKER: DD = SURVEY DISK
 AA5304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5304_STAMPING: GPS 71
 AA5304_MARK LOGO: OH-119
 AA5304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5304+STABILITY: SURFACE MOTION
 AA5304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5304+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5304
 AA5304  HISTORY     - Date     Condition        Report By
 AA5304  HISTORY     - 1992     MONUMENTED       OH-119
 AA5304
 AA5304                          STATION DESCRIPTION
 AA5304
 AA5304'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5304'THE STATION IS IN THE FOURTH QUARTER TOWNSHIP OF TWP 2, RANGE 9,
 AA5304'LICKING TOWNSHIP, ABOUT 9 MILES (14.5 KM) WNW OF ZANESVILLE AND 5
 AA5304'MILES (8.0 KM) S OF FRAZEYSBURG.
 AA5304' 
 AA5304'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 146 (ADAIR
 AA5304'AVENUE) AND STATE ROUTE 60 (MAPLE AVENUE), GO 9.85 MI (15.85 KM) WNW
 AA5304'ON STATE ROUTE 146 TO THE JUNCTION OF COUNTY ROAD 500 (CREAMERY ROAD)
 AA5304'AND TOWNSHIP ROAD 636 (IRVILLE CEMETERY ROAD), TURN SHARP RIGHT ON
 AA5304'TOWNSHIP ROAD 636 (IRVILLE CEMETERY ROAD) SE FOR 0.05 MI (0.08 KM) TO
 AA5304'THE STATION ON THE RIGHT.
 AA5304' 
 AA5304'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5304'MONUMENT.  IT IS 410 FT (125.0 M) SE FROM THE CENTERLINE INTERSECTION
 AA5304'OF STATE ROUTE 146 AND TOWNSHIP ROAD 636, 118.0 FT (36.0 M) NW OF THE
 AA5304'WESTERLY POLE OF THE IRVILLE CEMETERY SIGN, 103.0 FT (31.4 M) NE OF
 AA5304'THE CENTERLINE OF STATE ROUTE 146, 14.5 FT (4.4 M) SW OF THE
 AA5304'CENTERLINE OF TOWNSHIP ROAD 636 AND 1.1 FT (0.3 M) NW OF A WITNESS
 AA5304'REPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5305 ***********************************************************************
 AA5305  DESIGNATION -  GPS 72
 AA5305  PID         -  AA5305
 AA5305  STATE/COUNTY-  OH/MUSKINGUM
 AA5305  USGS QUAD   -  DRESDEN (1978)
 AA5305
 AA5305                         *CURRENT SURVEY CONTROL
 AA5305  ___________________________________________________________________
 AA5305* NAD 83(1995)-  40 03 43.32026(N)    082 03 39.13444(W)     ADJUSTED  
 AA5305* NAVD 88     -       243.8    (meters)     800.     (feet)  GPS OBS   
 AA5305  ___________________________________________________________________
 AA5305  X           -     675,195.803 (meters)                     COMP
 AA5305  Y           -  -4,841,584.219 (meters)                     COMP
 AA5305  Z           -   4,083,394.843 (meters)                     COMP
 AA5305  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AA5305  ELLIP HEIGHT-         210.12  (meters)          (10/07/05) GPS OBS
 AA5305  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 AA5305
 AA5305  HORZ ORDER  -  FIRST
 AA5305  ELLP ORDER  -  FOURTH    CLASS I
 AA5305
 AA5305.The horizontal coordinates were established by GPS observations
 AA5305.and adjusted by the National Geodetic Survey in April 1998..
 AA5305
 AA5305.The orthometric height was determined by GPS observations and a
 AA5305.high-resolution geoid model.
 AA5305
 AA5305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5305
 AA5305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5305
 AA5305.The ellipsoidal height was determined by GPS observations
 AA5305.and is referenced to NAD 83.
 AA5305
 AA5305.The geoid height was determined by GEOID03.
 AA5305
 AA5305;                    North         East     Units Scale Factor Converg.
 AA5305;SPC OH S     -   229,011.901   637,465.061   MT  1.00000580   +0 16 43.1
 AA5305;UTM  17      - 4,435,181.483   409,525.497   MT  0.99970077   -0 40 58.2
 AA5305
 AA5305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5305!SPC OH S     -   0.99996704  x   1.00000580  =   0.99997284
 AA5305!UTM  17      -   0.99996704  x   0.99970077  =   0.99966782
 AA5305
 AA5305                          SUPERSEDED SURVEY CONTROL
 AA5305
 AA5305  ELLIP H (04/01/98)  210.17   (m)                       GP(       ) 4 1
 AA5305  NAD 83(1986)-  40 03 43.32503(N)    082 03 39.14375(W) AD(       ) 1
 AA5305
 AA5305.Superseded values are not recommended for survey control.
 AA5305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5305.See file dsdata.txt to determine how the superseded data were derived.
 AA5305
 AA5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0952535181(NAD 83)
 AA5305_MARKER: DD = SURVEY DISK
 AA5305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5305_STAMPING: GPS 72
 AA5305_MARK LOGO: OH-119
 AA5305_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5305+STABILITY: SURFACE MOTION
 AA5305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5305+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5305
 AA5305  HISTORY     - Date     Condition        Report By
 AA5305  HISTORY     - 1992     MONUMENTED       OH-119
 AA5305
 AA5305                          STATION DESCRIPTION
 AA5305
 AA5305'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5305'THE STATION IS IN THE SE 1/4 SECTION 7, TWP. 2, RANGE 8, MUSKINGUM
 AA5305'TOWNSHIP, ABOUT 6 MI (9.7 KM) N OF ZANESVILLE AND 5 MI (8.0 KM) S OF
 AA5305'DRESDEN.  TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE
 AA5305'60 (MAPLE AVENUE)AND STATE ROUTE 146 (ADAIR AVENUE), GO 8.75 MI (14.08
 AA5305'KM) N ON STATE ROUTE 60 TO THE JUNCTION OF TOWNSHIP ROAD 37 (FAWN
 AA5305'DRIVE) AND THE STATION LOCATION IN THE NW CORNER OF THE INTERSECTION.
 AA5305' 
 AA5305'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5305'MONUMENT.  IT IS 45.0 FT (13.7 M) N OF THE CENTERLINE OF TOWNSHIP ROAD
 AA5305'37 (FAWN DRIVE, 31.6 FT (9.6 M) W OF THE CENTERLINE OF STATE ROUTE 60,
 AA5305'63.5 FT (19.4 M) N OF A POWER POLE MARKED (89), 25.0 FT (7.6 M) NW OF
 AA5305'THE CENTER OF A STORM DRAIN CATCH BASIN, AND 4.2 FT (1.3 M) W OF A
 AA5305'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5306 ***********************************************************************
 AA5306  DESIGNATION -  GPS 73
 AA5306  PID         -  AA5306
 AA5306  STATE/COUNTY-  OH/MUSKINGUM
 AA5306  USGS QUAD   -  DRESDEN (1978)
 AA5306
 AA5306                         *CURRENT SURVEY CONTROL
 AA5306  ___________________________________________________________________
 AA5306* NAD 83(1995)-  40 05 20.26914(N)    082 03 54.11110(W)     ADJUSTED  
 AA5306* NAVD 88     -       244.9    (meters)     803.     (feet)  GPS OBS   
 AA5306  ___________________________________________________________________
 AA5306  X           -     674,578.611 (meters)                     COMP
 AA5306  Y           -  -4,839,727.351 (meters)                     COMP
 AA5306  Z           -   4,085,683.754 (meters)                     COMP
 AA5306  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AA5306  ELLIP HEIGHT-         211.24  (meters)          (10/07/05) GPS OBS
 AA5306  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AA5306
 AA5306  HORZ ORDER  -  FIRST
 AA5306  ELLP ORDER  -  FOURTH    CLASS I
 AA5306
 AA5306.The horizontal coordinates were established by GPS observations
 AA5306.and adjusted by the National Geodetic Survey in October 2005..
 AA5306
 AA5306.The orthometric height was determined by GPS observations and a
 AA5306.high-resolution geoid model.
 AA5306
 AA5306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5306
 AA5306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5306
 AA5306.The ellipsoidal height was determined by GPS observations
 AA5306.and is referenced to NAD 83.
 AA5306
 AA5306.The geoid height was determined by GEOID03.
 AA5306
 AA5306;                    North         East     Units Scale Factor Converg.
 AA5306;SPC OH S     -   232,000.404   637,095.727   MT  1.00001148   +0 16 33.6
 AA5306;UTM  17      - 4,438,174.842   409,206.471   MT  0.99970148   -0 41 09.2
 AA5306
 AA5306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5306!SPC OH S     -   0.99996686  x   1.00001148  =   0.99997834
 AA5306!UTM  17      -   0.99996686  x   0.99970148  =   0.99966835
 AA5306
 AA5306                          SUPERSEDED SURVEY CONTROL
 AA5306
 AA5306  NAD 83(1995)-  40 05 20.26788(N)    082 03 54.10967(W) AD(       ) 1
 AA5306  ELLIP H (04/01/98)  211.28   (m)                       GP(       ) 4 1
 AA5306  NAD 83(1986)-  40 05 20.27344(N)    082 03 54.11859(W) AD(       ) 1
 AA5306
 AA5306.Superseded values are not recommended for survey control.
 AA5306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5306.See file dsdata.txt to determine how the superseded data were derived.
 AA5306
 AA5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0920638175(NAD 83)
 AA5306_MARKER: DD = SURVEY DISK
 AA5306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5306_STAMPING: GPS 73
 AA5306_MARK LOGO: OH-119
 AA5306_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5306+STABILITY: SURFACE MOTION
 AA5306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5306+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5306
 AA5306  HISTORY     - Date     Condition        Report By
 AA5306  HISTORY     - 1992     MONUMENTED       OH-119
 AA5306
 AA5306                          STATION DESCRIPTION
 AA5306
 AA5306'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5306'THE STATION IS NEAR THE TOWNSHIP LINE BETWEEN TWP 2, RANGE 8,
 AA5306'MUSKINGUM TWP AND TWP 3, RANGE 8, CASS TWP ON S.R. 60 ABOUT 10 MI
 AA5306'(16.1 KM) N OF ZANESVILLE AND 3.5 MILES (5.6 KM) SW OF DRESDEN.
 AA5306' 
 AA5306'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTES 60 (MAPLE
 AA5306'AVENUE) AND 146 (ADAIR AVENUE), GO 10.70 MILES (17.22 KM) N ON S.R. 60
 AA5306'TO THE STATION ON THE LEFT.
 AA5306' 
 AA5306'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5306'MONUMENT.  1/2 DISK HAS BEEN BROKEN OFF WITH REMAINING MARKINGS 73
 AA5306'SURVEY MONUMENT.
 AA5306' 
 AA5306'IT IS 230 FT (70.1 M) S OF THE INTERSECTION OF S.R. 60 AND MCINTIRE
 AA5306'LANE (TOWNSHIP ROAD 48), 23.8 FT (7.3 M) W OF THE CENTERLINE OF S.R.
 AA5306'60, 65.0 FT (19.8 M) ENE OF A POWER POLE MARKED (610), 62.8 FT (19.1
 AA5306'M) ENE OF A WOVEN WIRE FENCE CORNER, AND 7.8 FT (2.4 M) E OF A WITNESS
 AA5306'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5307 ***********************************************************************
 AA5307  DESIGNATION -  GPS 74
 AA5307  PID         -  AA5307
 AA5307  STATE/COUNTY-  OH/MUSKINGUM
 AA5307  USGS QUAD   -  OTSEGO (1994)
 AA5307
 AA5307                         *CURRENT SURVEY CONTROL
 AA5307  ___________________________________________________________________
 AA5307* NAD 83(1995)-  40 06 39.62893(N)    081 52 09.28810(W)     ADJUSTED  
 AA5307* NAVD 88     -       314.9    (meters)    1033.     (feet)  GPS OBS   
 AA5307  ___________________________________________________________________
 AA5307  X           -     690,896.946 (meters)                     COMP
 AA5307  Y           -  -4,835,886.180 (meters)                     COMP
 AA5307  Z           -   4,087,601.251 (meters)                     COMP
 AA5307  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AA5307  ELLIP HEIGHT-         281.26  (meters)          (10/07/05) GPS OBS
 AA5307  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 AA5307
 AA5307  HORZ ORDER  -  FIRST
 AA5307  ELLP ORDER  -  FOURTH    CLASS I
 AA5307
 AA5307.The horizontal coordinates were established by GPS observations
 AA5307.and adjusted by the National Geodetic Survey in April 1998..
 AA5307
 AA5307.The orthometric height was determined by GPS observations and a
 AA5307.high-resolution geoid model.
 AA5307
 AA5307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5307
 AA5307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5307
 AA5307.The ellipsoidal height was determined by GPS observations
 AA5307.and is referenced to NAD 83.
 AA5307
 AA5307.The geoid height was determined by GEOID03.
 AA5307
 AA5307;                    North         East     Units Scale Factor Converg.
 AA5307;SPC OH S     -   234,546.643   653,775.575   MT  1.00001629   +0 24 00.8
 AA5307;UTM  17      - 4,440,440.195   425,921.165   MT  0.99966755   -0 33 36.2
 AA5307
 AA5307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5307!SPC OH S     -   0.99995588  x   1.00001629  =   0.99997217
 AA5307!UTM  17      -   0.99995588  x   0.99966755  =   0.99962344
 AA5307
 AA5307                          SUPERSEDED SURVEY CONTROL
 AA5307
 AA5307  ELLIP H (04/01/98)  281.32   (m)                       GP(       ) 4 1
 AA5307  NAD 83(1986)-  40 06 39.63541(N)    081 52 09.29598(W) AD(       ) 1
 AA5307
 AA5307.Superseded values are not recommended for survey control.
 AA5307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5307.See file dsdata.txt to determine how the superseded data were derived.
 AA5307
 AA5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2592140440(NAD 83)
 AA5307_MARKER: DD = SURVEY DISK
 AA5307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5307_STAMPING: GPS 74
 AA5307_MARK LOGO: OH-119
 AA5307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5307+STABILITY: SURFACE MOTION
 AA5307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5307+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5307
 AA5307  HISTORY     - Date     Condition        Report By
 AA5307  HISTORY     - 1992     MONUMENTED       OH-119
 AA5307
 AA5307                          STATION DESCRIPTION
 AA5307
 AA5307'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5307'THE STATION IS IN THE NE 1/4 OF SECTION 17, TOWNSHIP 3, RANGE 6, ADAMS
 AA5307'TOWNSHIP, ABOUT 14 MI (22.5 KM) NE OF ZANESVILLE, 8 MI (12.9 KM) E OF
 AA5307'DRESDEN, AND 3 MI (4.8 KM) N OF ADAMSVILLE.
 AA5307' 
 AA5307'TO REACH FROM ADAMSVILLE AT THE INTERSECTION OF STATE ROUTES 93 AND
 AA5307'208, GO 2.30 MI (3.70 KM) N ON STATE ROUTE 208 TO THE JUNCTION OF
 AA5307'EDGEMOOR ROAD (COUNTY ROAD 12), TURN RIGHT ONTO EDGEMOOR ROAD NE FOR
 AA5307'0.80 MI (1.29 KM) TO THE JUNCTION OF YEARY ROAD (COUNTY ROAD 13), TURN
 AA5307'LEFT ONTO YEARY ROAD N FOR 0.18 MI (0.29 KM) TO THE STATION ON THE
 AA5307'LEFT AT THE TOP OF A HILL.
 AA5307' 
 AA5307'THE DISK IS SET INA 0.7 FT (21.3 CM) FT DIAMETER FLUSH CONCRETE
 AA5307'MONUMENT.  IT IS 129.0 FT (39.3 M) SW OF A POWER POLE MARKED (2), 16.5
 AA5307'FT (5.0 M) W OF THE CENTERLINE OF YEARY ROAD, AND 1.3 FT (0.4 M) E OF
 AA5307'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5308 ***********************************************************************
 AA5308  DESIGNATION -  GPS 75
 AA5308  PID         -  AA5308
 AA5308  STATE/COUNTY-  OH/MUSKINGUM
 AA5308  USGS QUAD   -  OTSEGO (1994)
 AA5308
 AA5308                         *CURRENT SURVEY CONTROL
 AA5308  ___________________________________________________________________
 AA5308* NAD 83(1995)-  40 06 06.96995(N)    081 48 00.35067(W)     ADJUSTED  
 AA5308* NAVD 88     -       245.9    (meters)     807.     (feet)  GPS OBS   
 AA5308  ___________________________________________________________________
 AA5308  X           -     696,817.811 (meters)                     COMP
 AA5308  Y           -  -4,835,638.846 (meters)                     COMP
 AA5308  Z           -   4,086,786.274 (meters)                     COMP
 AA5308  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AA5308  ELLIP HEIGHT-         212.18  (meters)          (10/07/05) GPS OBS
 AA5308  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 AA5308
 AA5308  HORZ ORDER  -  FIRST
 AA5308  ELLP ORDER  -  FOURTH    CLASS I
 AA5308
 AA5308.The horizontal coordinates were established by GPS observations
 AA5308.and adjusted by the National Geodetic Survey in April 1998..
 AA5308
 AA5308.The orthometric height was determined by GPS observations and a
 AA5308.high-resolution geoid model.
 AA5308
 AA5308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5308
 AA5308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5308
 AA5308.The ellipsoidal height was determined by GPS observations
 AA5308.and is referenced to NAD 83.
 AA5308
 AA5308.The geoid height was determined by GEOID03.
 AA5308
 AA5308;                    North         East     Units Scale Factor Converg.
 AA5308;SPC OH S     -   233,582.778   659,678.669   MT  1.00001429   +0 26 38.8
 AA5308;UTM  17      - 4,439,377.949   431,805.207   MT  0.99965725   -0 30 55.4
 AA5308
 AA5308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5308!SPC OH S     -   0.99996672  x   1.00001429  =   0.99998100
 AA5308!UTM  17      -   0.99996672  x   0.99965725  =   0.99962398
 AA5308
 AA5308                          SUPERSEDED SURVEY CONTROL
 AA5308
 AA5308  ELLIP H (04/01/98)  212.24   (m)                       GP(       ) 4 1
 AA5308  NAD 83(1986)-  40 06 06.97636(N)    081 48 00.35827(W) AD(       ) 1
 AA5308
 AA5308.Superseded values are not recommended for survey control.
 AA5308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5308.See file dsdata.txt to determine how the superseded data were derived.
 AA5308
 AA5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3180539378(NAD 83)
 AA5308_MARKER: DD = SURVEY DISK
 AA5308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5308_STAMPING: GPS 75
 AA5308_MARK LOGO: OH-119
 AA5308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5308+STABILITY: SURFACE MOTION
 AA5308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5308+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5308
 AA5308  HISTORY     - Date     Condition        Report By
 AA5308  HISTORY     - 1992     MONUMENTED       OH-119
 AA5308
 AA5308                          STATION DESCRIPTION
 AA5308
 AA5308'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5308'THE STATION IS IN THE THIRD QUARTER TOWNSHIP OF TOWNSHIP 3, RANGE 5,
 AA5308'MONROE TOWNSHIP, ABOUT 15 MI (24.1 KM) NE OF ZANESVILLE, 8 MI (12.9
 AA5308'KM) NW OF NEW CONCORD, AND 5 MI (8.0 KM) NE OF ADAMSVILLE.
 AA5308' 
 AA5308'TO REACH FROM ADAMSVILLE AT THE INTERSECTION OF STATE ROUTES 93 AND
 AA5308'208, GO 5.30 MI (8.53 KM) ENE ON STATE ROUTE 93 TO THE JUNCTION OF
 AA5308'MCCORT ROAD (TOWNSHIP ROAD 170) AND THE STATION ON THE RIGHT.
 AA5308' 
 AA5308'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5308'MONUMENT.  IT IS 99.0 FT (30.2 M) E OF A TELEPHONE POLE, 68.5 FT (20.9
 AA5308'M) SE OF A POWER POLE MARKED (473-12), 20.0 FT (6.1 M) S OF THE
 AA5308'CENTERLINE OF STATE ROUTE 93, 1.2 FT (0.4 M) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5309 ***********************************************************************
 AA5309  DESIGNATION -  GPS 76
 AA5309  PID         -  AA5309
 AA5309  STATE/COUNTY-  OH/MUSKINGUM
 AA5309  USGS QUAD   -  OTSEGO (1994)
 AA5309
 AA5309                         *CURRENT SURVEY CONTROL
 AA5309  ___________________________________________________________________
 AA5309* NAD 83(1995)-  40 02 12.49042(N)    081 47 49.78035(W)     ADJUSTED  
 AA5309* NAVD 88     -       324.9    (meters)    1066.     (feet)  GPS OBS   
 AA5309  ___________________________________________________________________
 AA5309  X           -     697,738.493 (meters)                     COMP
 AA5309  Y           -  -4,840,270.917 (meters)                     COMP
 AA5309  Z           -   4,081,302.383 (meters)                     COMP
 AA5309  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AA5309  ELLIP HEIGHT-         291.14  (meters)          (10/07/05) GPS OBS
 AA5309  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AA5309
 AA5309  HORZ ORDER  -  FIRST
 AA5309  ELLP ORDER  -  FOURTH    CLASS I
 AA5309
 AA5309.The horizontal coordinates were established by GPS observations
 AA5309.and adjusted by the National Geodetic Survey in April 1998..
 AA5309
 AA5309.The orthometric height was determined by GPS observations and a
 AA5309.high-resolution geoid model.
 AA5309
 AA5309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5309
 AA5309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5309
 AA5309.The ellipsoidal height was determined by GPS observations
 AA5309.and is referenced to NAD 83.
 AA5309
 AA5309.The geoid height was determined by GEOID03.
 AA5309
 AA5309;                    North         East     Units Scale Factor Converg.
 AA5309;SPC OH S     -   226,352.760   659,985.317   MT  1.00000069   +0 26 45.5
 AA5309;UTM  17      - 4,432,146.345   431,990.720   MT  0.99965694   -0 30 46.1
 AA5309
 AA5309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5309!SPC OH S     -   0.99995433  x   1.00000069  =   0.99995502
 AA5309!UTM  17      -   0.99995433  x   0.99965694  =   0.99961128
 AA5309
 AA5309                          SUPERSEDED SURVEY CONTROL
 AA5309
 AA5309  ELLIP H (04/01/98)  291.20   (m)                       GP(       ) 4 1
 AA5309  NAD 83(1986)-  40 02 12.49640(N)    081 47 49.78803(W) AD(       ) 1
 AA5309
 AA5309.Superseded values are not recommended for survey control.
 AA5309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5309.See file dsdata.txt to determine how the superseded data were derived.
 AA5309
 AA5309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3199132146(NAD 83)
 AA5309_MARKER: DD = SURVEY DISK
 AA5309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5309_STAMPING: GPS 76
 AA5309_MARK LOGO: OH-119
 AA5309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5309+STABILITY: SURFACE MOTION
 AA5309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5309+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5309
 AA5309  HISTORY     - Date     Condition        Report By
 AA5309  HISTORY     - 1992     MONUMENTED       OH-119
 AA5309
 AA5309                          STATION DESCRIPTION
 AA5309
 AA5309'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5309'THE STATION IS NEAR THE NW CORNER OF SECTION 17, TWP 2, RANGE 5,
 AA5309'HIGHLAND TWP, ABOUT 14 MILES (22.5 KM) NE OF ZANESVILLE AND 6 MILES
 AA5309'(9.7 KM) ESE OF THE TOWN OF ADAMSVILLE.
 AA5309'
 AA5309'TO REACH FROM ADAMSVILLE AT THE INTERSECTION OF STATE ROUTES 93 AND
 AA5309'208, GO 1.65 MILES (2.66 KM) E ON S.R. 93 TO THE JUNCTION OF NEW HOPE
 AA5309'ROAD (COUNTY ROAD 19), TURN RIGHT ONTO NEW HOPE ROAD SE FOR 4.30 MILES
 AA5309'(6.92 KM) TO THE JUNCTION OF BETHEL ROAD (TOWNSHIP ROAD 184), TURN
 AA5309'RIGHT ONTO BETHEL ROAD S FOR 300 FT (91.4 M)  TO THE STATION ON THE
 AA5309'RIGHT SETING IN A GRASS ISLAND OF A CIRCULAR DRIVEWAY INTO BETHEL
 AA5309'CHURCH AND CEMETERY.
 AA5309'
 AA5309'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5309'MONUMENT.
 AA5309'
 AA5309'IT IS 19.0 FT (5.8 M) W OF THE CENTERLINE OF BETHEL ROAD 58.0 FT (17.7
 AA5309'M) W OF A POWER POLE MARKED (1), 85.5 FT (26.1 M) E OF A POWER POLE
 AA5309'MARKED (1C), AND 120.0 FT (36.6 M) E OF THE SE CORNER OF BETHEL
 AA5309'CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5310 ***********************************************************************
 AA5310  DESIGNATION -  GPS 77
 AA5310  PID         -  AA5310
 AA5310  STATE/COUNTY-  OH/MUSKINGUM
 AA5310  USGS QUAD   -  CONESVILLE (1994)
 AA5310
 AA5310                         *CURRENT SURVEY CONTROL
 AA5310  ___________________________________________________________________
 AA5310* NAD 83(1995)-  40 07 40.80225(N)    081 55 05.23447(W)     ADJUSTED  
 AA5310* NAVD 88     -       318.0    (meters)    1043.     (feet)  GPS OBS   
 AA5310  ___________________________________________________________________
 AA5310  X           -     686,601.022 (meters)                     COMP
 AA5310  Y           -  -4,835,272.313 (meters)                     COMP
 AA5310  Z           -   4,089,046.163 (meters)                     COMP
 AA5310  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA5310  ELLIP HEIGHT-         284.37  (meters)          (10/07/05) GPS OBS
 AA5310  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AA5310
 AA5310  HORZ ORDER  -  FIRST
 AA5310  ELLP ORDER  -  FOURTH    CLASS I
 AA5310
 AA5310.The horizontal coordinates were established by GPS observations
 AA5310.and adjusted by the National Geodetic Survey in April 1998..
 AA5310
 AA5310.The orthometric height was determined by GPS observations and a
 AA5310.high-resolution geoid model.
 AA5310
 AA5310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5310
 AA5310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5310
 AA5310.The ellipsoidal height was determined by GPS observations
 AA5310.and is referenced to NAD 83.
 AA5310
 AA5310.The geoid height was determined by GEOID03.
 AA5310
 AA5310;                    North         East     Units Scale Factor Converg.
 AA5310;SPC OH S     -   236,405.464   649,596.669   MT  1.00002010   +0 22 09.2
 AA5310;UTM  17      - 4,442,368.147   421,775.449   MT  0.99967533   -0 35 30.3
 AA5310
 AA5310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5310!SPC OH S     -   0.99995539  x   1.00002010  =   0.99997549
 AA5310!UTM  17      -   0.99995539  x   0.99967533  =   0.99963074
 AA5310
 AA5310                          SUPERSEDED SURVEY CONTROL
 AA5310
 AA5310  ELLIP H (04/01/98)  284.43   (m)                       GP(       ) 4 1
 AA5310  NAD 83(1986)-  40 07 40.80842(N)    081 55 05.24264(W) AD(       ) 1
 AA5310
 AA5310.Superseded values are not recommended for survey control.
 AA5310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5310.See file dsdata.txt to determine how the superseded data were derived.
 AA5310
 AA5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2177542368(NAD 83)
 AA5310_MARKER: DD = SURVEY DISK
 AA5310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5310_STAMPING: GPS 77
 AA5310_MARK LOGO: OH-119
 AA5310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5310+STABILITY: SURFACE MOTION
 AA5310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5310+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5310
 AA5310  HISTORY     - Date     Condition        Report By
 AA5310  HISTORY     - 1992     MONUMENTED       OH-119
 AA5310
 AA5310                          STATION DESCRIPTION
 AA5310
 AA5310'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5310'THE STATION IS IN THE FIRST QUARTER TOWNSHIP OF TWP 3, RANGE 7,
 AA5310'MADISON TOWNSHIP ABOUT 7 MILES (11.3 KM) NW OF ADAMSVILLE AND 5 MILES
 AA5310'(8.0 KM) E OF DRESDEN.
 AA5310' 
 AA5310'TO REACH FROM ADAMSVILLE AT THE INTERSECTION OF STATE ROUTES 93 AND
 AA5310'208, GO 4.65 MILES (7.48 KM) NNW ON SR 208 TO THE JUNCTION OF KEYES
 AA5310'ROAD (COUNTY ROAD 114), TURN RIGHT ONTO KEYES ROAD N FOR 1.35 MILES
 AA5310'(2.17 KM) TO THE JUNCTION OF STONE CHURCH ROAD (COUNTY RD 70), TURN
 AA5310'LEFT ONTO STONE CHURCH ROAD W FOR 0.65 MILES (1.05 KM) TO THE TOP OF A
 AA5310'HILL AND THE STATION ON THE LEFT.
 AA5310' 
 AA5310'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5310'MONUMENT.
 AA5310' 
 AA5310'IT IS 19.0 FT (5.8 M) S OF THE CENTERLINE OF STONE CHURCH ROAD, 29.3
 AA5310'FT (8.9 M) E OF A GAS PIPELINE MARKER, AND 1.6 FT (0.5 M) N OF A
 AA5310'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5311 ***********************************************************************
 AA5311  DESIGNATION -  GPS 78
 AA5311  PID         -  AA5311
 AA5311  STATE/COUNTY-  OH/MUSKINGUM
 AA5311  USGS QUAD   -  ADAMSVILLE (1994)
 AA5311
 AA5311                         *CURRENT SURVEY CONTROL
 AA5311  ___________________________________________________________________
 AA5311* NAD 83(1995)-  40 06 25.24364(N)    081 56 38.43823(W)     ADJUSTED  
 AA5311* NAVD 88     -       237.4    (meters)     779.     (feet)  GPS OBS   
 AA5311  ___________________________________________________________________
 AA5311  X           -     684,617.877 (meters)                     COMP
 AA5311  Y           -  -4,837,007.938 (meters)                     COMP
 AA5311  Z           -   4,087,211.957 (meters)                     COMP
 AA5311  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA5311  ELLIP HEIGHT-         203.75  (meters)          (10/07/05) GPS OBS
 AA5311  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 AA5311
 AA5311  HORZ ORDER  -  FIRST
 AA5311  ELLP ORDER  -  FOURTH    CLASS I
 AA5311
 AA5311.The horizontal coordinates were established by GPS observations
 AA5311.and adjusted by the National Geodetic Survey in April 1998..
 AA5311
 AA5311.The orthometric height was determined by GPS observations and a
 AA5311.high-resolution geoid model.
 AA5311
 AA5311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5311
 AA5311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5311
 AA5311.The ellipsoidal height was determined by GPS observations
 AA5311.and is referenced to NAD 83.
 AA5311
 AA5311.The geoid height was determined by GEOID03.
 AA5311
 AA5311;                    North         East     Units Scale Factor Converg.
 AA5311;SPC OH S     -   234,061.065   647,404.311   MT  1.00001541   +0 21 10.0
 AA5311;UTM  17      - 4,440,061.632   419,544.839   MT  0.99967968   -0 36 29.4
 AA5311
 AA5311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5311!SPC OH S     -   0.99996804  x   1.00001541  =   0.99998345
 AA5311!UTM  17      -   0.99996804  x   0.99967968  =   0.99964773
 AA5311
 AA5311                          SUPERSEDED SURVEY CONTROL
 AA5311
 AA5311  ELLIP H (04/01/98)  203.81   (m)                       GP(       ) 4 1
 AA5311  NAD 83(1986)-  40 06 25.24978(N)    081 56 38.44642(W) AD(       ) 1
 AA5311
 AA5311.Superseded values are not recommended for survey control.
 AA5311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5311.See file dsdata.txt to determine how the superseded data were derived.
 AA5311
 AA5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1954540062(NAD 83)
 AA5311_MARKER: DD = SURVEY DISK
 AA5311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5311_STAMPING: GPS 78
 AA5311_MARK LOGO: OH-119
 AA5311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5311+STABILITY: SURFACE MOTION
 AA5311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5311+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5311
 AA5311  HISTORY     - Date     Condition        Report By
 AA5311  HISTORY     - 1992     MONUMENTED       OH-119
 AA5311
 AA5311                          STATION DESCRIPTION
 AA5311
 AA5311'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5311'THE STATION IS IN THE SW 1/4 OF SECTION 19 TWP 3, RANGE 7, MADISON TWP
 AA5311'ABOUT 6 MILES (9.7 KM) NW OF ADAMSVILLE AND 4 MILES (6.4 KM) E OF
 AA5311'DRESDEN.
 AA5311' 
 AA5311'TO REACH FROM ADAMSVILLE AT THE INTERSECTION OF STATE ROUTES 93 AND
 AA5311'208, GO 6.20 MILES (9.98 KM) NNW ON SR 208 TO THE JUNCTION OF MADISON
 AA5311'HALL RD (COUNTY RD 164), TURN LEFT ONTO MADISON HALL ROAD S FOR 276 FT
 AA5311'(84.1 M) TO THE STATION ON THE RIGHT UNDER A SET OF POWER LINES.
 AA5311' 
 AA5311'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5311'MONUMENT.  IT IS 20.5 FT (6.2 M) W OF THE CENTERLINE OF MADISON HALL
 AA5311'ROAD, 276.0 FT (84.1 M) S OF THE CENTERLINE OF SR 208, AND 1.2 FT (0.4
 AA5311'M) E OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5312 ***********************************************************************
 AA5312  DESIGNATION -  GPS 79
 AA5312  PID         -  AA5312
 AA5312  STATE/COUNTY-  OH/MUSKINGUM
 AA5312  USGS QUAD   -  ADAMSVILLE (1994)
 AA5312
 AA5312                         *CURRENT SURVEY CONTROL
 AA5312  ___________________________________________________________________
 AA5312* NAD 83(1995)-  40 01 40.02109(N)    081 58 40.73303(W)     ADJUSTED  
 AA5312* NAVD 88     -       238.3    (meters)     782.     (feet)  GPS OBS   
 AA5312  ___________________________________________________________________
 AA5312  X           -     682,540.245 (meters)                     COMP
 AA5312  Y           -  -4,843,021.063 (meters)                     COMP
 AA5312  Z           -   4,080,479.886 (meters)                     COMP
 AA5312  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA5312  ELLIP HEIGHT-         204.59  (meters)          (10/07/05) GPS OBS
 AA5312  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AA5312
 AA5312  HORZ ORDER  -  FIRST
 AA5312  ELLP ORDER  -  FOURTH    CLASS I
 AA5312
 AA5312.The horizontal coordinates were established by GPS observations
 AA5312.and adjusted by the National Geodetic Survey in April 1998..
 AA5312
 AA5312.The orthometric height was determined by GPS observations and a
 AA5312.high-resolution geoid model.
 AA5312
 AA5312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5312
 AA5312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5312
 AA5312.The ellipsoidal height was determined by GPS observations
 AA5312.and is referenced to NAD 83.
 AA5312
 AA5312.The geoid height was determined by GEOID03.
 AA5312
 AA5312;                    North         East     Units Scale Factor Converg.
 AA5312;SPC OH S     -   225,246.653   644,558.813   MT  0.99999891   +0 19 52.4
 AA5312;UTM  17      - 4,431,299.006   416,552.936   MT  0.99968572   -0 37 44.5
 AA5312
 AA5312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5312!SPC OH S     -   0.99996791  x   0.99999891  =   0.99996682
 AA5312!UTM  17      -   0.99996791  x   0.99968572  =   0.99965364
 AA5312
 AA5312                          SUPERSEDED SURVEY CONTROL
 AA5312
 AA5312  ELLIP H (04/01/98)  204.65   (m)                       GP(       ) 4 1
 AA5312  NAD 83(1986)-  40 01 40.02611(N)    081 58 40.74201(W) AD(       ) 1
 AA5312
 AA5312.Superseded values are not recommended for survey control.
 AA5312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5312.See file dsdata.txt to determine how the superseded data were derived.
 AA5312
 AA5312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1655331299(NAD 83)
 AA5312_MARKER: DD = SURVEY DISK
 AA5312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5312_STAMPING: GPS 79
 AA5312_MARK LOGO: OH-119
 AA5312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5312+STABILITY: SURFACE MOTION
 AA5312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5312+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5312
 AA5312  HISTORY     - Date     Condition        Report By
 AA5312  HISTORY     - 1992     MONUMENTED       OH-119
 AA5312
 AA5312                          STATION DESCRIPTION
 AA5312
 AA5312'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5312'THE STATION IS IN THE THIRD QUARTER TOWNSHIP OF TWP 2, RANGE 7,
 AA5312'WASHINGTON TWP, ABOUT 5 MI (8.0 KM) N OF ZANESVILLE AND 7 MI (11.3 KM)
 AA5312'S OF DRESDEN.
 AA5312' 
 AA5312'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTES 146
 AA5312'(UNDERWOOD STREET) AND 666 (ZANE STREET), GO 5.55 MI (8.93 KM) N OF ON
 AA5312'SR 666 TO THE STATION ON THE RIGHT.
 AA5312' 
 AA5312'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER CONCRETE MONUMENT 0.2
 AA5312'FT (6.1 CM) BELOW GROUND SURFACE.
 AA5312' 
 AA5312'IT IS 0.10 MI (0.16 KM) S OF THE INTERSECTION OF SR 666 AND MEMORY
 AA5312'ROAD (COUNTY RD 4), 14.2 FT (4.3 M) E OF THE CENTERLINE OF SR 666,
 AA5312'16.5 FT (5.0 M) N OF A FIELD DRIVE GOING INTO ZANESVILLE STATE
 AA5312'NURSERY, 75.3 FT (23.0 M) S OF A POWER POLE MARKED (68), AND 8.0 FT
 AA5312'(2.4 M) W OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5313 ***********************************************************************
 AA5313  DESIGNATION -  GPS 80
 AA5313  PID         -  AA5313
 AA5313  STATE/COUNTY-  OH/MUSKINGUM
 AA5313  USGS QUAD   -  GRATIOT (1992)
 AA5313
 AA5313                         *CURRENT SURVEY CONTROL
 AA5313  ___________________________________________________________________
 AA5313* NAD 83(1995)-  39 56 59.52775(N)    082 12 50.46574(W)     ADJUSTED  
 AA5313* NAVD 88     -       300.7    (meters)     987.     (feet)  GPS OBS   
 AA5313  ___________________________________________________________________
 AA5313  X           -     663,342.756 (meters)                     COMP
 AA5313  Y           -  -4,851,347.487 (meters)                     COMP
 AA5313  Z           -   4,073,891.260 (meters)                     COMP
 AA5313  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AA5313  ELLIP HEIGHT-         266.72  (meters)          (10/07/05) GPS OBS
 AA5313  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AA5313
 AA5313  HORZ ORDER  -  FIRST
 AA5313  ELLP ORDER  -  FOURTH    CLASS I
 AA5313
 AA5313.The horizontal coordinates were established by GPS observations
 AA5313.and adjusted by the National Geodetic Survey in April 1998..
 AA5313
 AA5313.The orthometric height was determined by GPS observations and a
 AA5313.high-resolution geoid model.
 AA5313
 AA5313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5313
 AA5313.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5313
 AA5313.The ellipsoidal height was determined by GPS observations
 AA5313.and is referenced to NAD 83.
 AA5313
 AA5313.The geoid height was determined by GEOID03.
 AA5313
 AA5313;                    North         East     Units Scale Factor Converg.
 AA5313;SPC OH S     -   216,505.400   624,438.515   MT  0.99998455   +0 10 53.3
 AA5313;UTM  17      - 4,422,898.715   396,294.646   MT  0.99973240   -0 46 46.6
 AA5313
 AA5313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5313!SPC OH S     -   0.99995816  x   0.99998455  =   0.99994271
 AA5313!UTM  17      -   0.99995816  x   0.99973240  =   0.99969057
 AA5313
 AA5313                          SUPERSEDED SURVEY CONTROL
 AA5313
 AA5313  ELLIP H (04/01/98)  266.78   (m)                       GP(       ) 4 1
 AA5313  NAD 83(1986)-  39 56 59.53247(N)    082 12 50.47466(W) AD(       ) 1
 AA5313
 AA5313.Superseded values are not recommended for survey control.
 AA5313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5313.See file dsdata.txt to determine how the superseded data were derived.
 AA5313
 AA5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE9629522899(NAD 83)
 AA5313_MARKER: DD = SURVEY DISK
 AA5313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5313_STAMPING: GPS 80
 AA5313_MARK LOGO: OH-119
 AA5313_PROJECTION: FLUSH
 AA5313_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5313+STABILITY: SURFACE MOTION
 AA5313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5313+SATELLITE: SATELLITE OBSERVATIONS - July 04, 1998
 AA5313
 AA5313  HISTORY     - Date     Condition        Report By
 AA5313  HISTORY     - 1992     MONUMENTED       OH-119
 AA5313  HISTORY     - 19980704 GOOD             GEOMET
 AA5313
 AA5313                          STATION DESCRIPTION
 AA5313
 AA5313'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5313'THE STATION IS NEAR THE NE CORNER OF SECTION 6, TWP 18, RANGE 15,
 AA5313'HOPEWELL TWP ABOUT 11 MILES (17.7 KM) W OF ZANESVILLE AND AT THE S
 AA5313'EDGE OF THE TOWN OF GRATIOT.
 AA5313' 
 AA5313'TO REACH FROM THE POST OFFICE IN GRATIOT LOCATED ON MAIN STREET, GO
 AA5313'0.08 MI (0.13 KM) E ON MAIN STREET TO THE JUNCTION OF EAST ST, TURN
 AA5313'RIGHT ONTO EAST STREET S FOR 0.10 MI (0.16 KM) TO THE JUNCTION OF S.R.
 AA5313'40, TURN RIGHT ONTO S.R. 40 W FOR 200 FT (61.0 M) TO THE STATION ON
 AA5313'THE LEFT.
 AA5313' 
 AA5313'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5313'MONUMENT.
 AA5313' 
 AA5313'IT IS 32.3 FT (9.8 M) S OF THE CENTERLINE OF THE CONCRETE MEDIAN ON SR
 AA5313'40, 30.5 FT (9.3 M) W OF A CONCRETE CULVERT UNDER SR 40, 235.0 FT
 AA5313'(71.6 M) W OF THE ONE MILE MARKER SIGN ON SR 40, 6.0 FT (1.8 M) N OF A
 AA5313'WOODEN BRACE POST ON THE INTERSTATE 70 RIGHT-OF-WAY FENCE, AND 4.0 FT
 AA5313'(1.2 M) N OF A WITNESS POST.
 AA5313
 AA5313                          STATION RECOVERY (1998)
 AA5313
 AA5313'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AA5313'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5314 ***********************************************************************
 AA5314  DESIGNATION -  GPS 81
 AA5314  PID         -  AA5314
 AA5314  STATE/COUNTY-  OH/MUSKINGUM
 AA5314  USGS QUAD   -  BLOOMFIELD (1994)
 AA5314
 AA5314                         *CURRENT SURVEY CONTROL
 AA5314  ___________________________________________________________________
 AA5314* NAD 83(1995)-  40 03 39.12843(N)    081 43 34.80549(W)     ADJUSTED  
 AA5314* NAVD 88     -       341.9    (meters)    1122.     (feet)  GPS OBS   
 AA5314  ___________________________________________________________________
 AA5314  X           -     703,475.715 (meters)                     COMP
 AA5314  Y           -  -4,837,716.026 (meters)                     COMP
 AA5314  Z           -   4,083,358.993 (meters)                     COMP
 AA5314  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AA5314  ELLIP HEIGHT-         308.17  (meters)          (10/07/05) GPS OBS
 AA5314  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AA5314
 AA5314  HORZ ORDER  -  FIRST
 AA5314  ELLP ORDER  -  FOURTH    CLASS I
 AA5314
 AA5314.The horizontal coordinates were established by GPS observations
 AA5314.and adjusted by the National Geodetic Survey in April 1998..
 AA5314
 AA5314.The orthometric height was determined by GPS observations and a
 AA5314.high-resolution geoid model.
 AA5314
 AA5314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5314
 AA5314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5314
 AA5314.The ellipsoidal height was determined by GPS observations
 AA5314.and is referenced to NAD 83.
 AA5314
 AA5314.The geoid height was determined by GEOID03.
 AA5314
 AA5314;                    North         East     Units Scale Factor Converg.
 AA5314;SPC OH S     -   229,074.286   666,007.111   MT  1.00000556   +0 29 27.3
 AA5314;UTM  17      - 4,434,765.827   438,055.072   MT  0.99964724   -0 28 02.9
 AA5314
 AA5314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5314!SPC OH S     -   0.99995166  x   1.00000556  =   0.99995722
 AA5314!UTM  17      -   0.99995166  x   0.99964724  =   0.99959891
 AA5314
 AA5314                          SUPERSEDED SURVEY CONTROL
 AA5314
 AA5314  ELLIP H (04/01/98)  308.23   (m)                       GP(       ) 4 1
 AA5314  NAD 83(1986)-  40 03 39.13463(N)    081 43 34.81322(W) AD(       ) 1
 AA5314
 AA5314.Superseded values are not recommended for survey control.
 AA5314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5314.See file dsdata.txt to determine how the superseded data were derived.
 AA5314
 AA5314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3805534766(NAD 83)
 AA5314_MARKER: DD = SURVEY DISK
 AA5314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5314_STAMPING: GPS 81
 AA5314_MARK LOGO: OH-119
 AA5314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5314+STABILITY: SURFACE MOTION
 AA5314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5314+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5314
 AA5314  HISTORY     - Date     Condition        Report By
 AA5314  HISTORY     - 1992     MONUMENTED       OH-119
 AA5314
 AA5314                          STATION DESCRIPTION
 AA5314
 AA5314'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5314'THE STATION IS IN THE NE 1/4 OF SECTION 10, TOWNSHIP 2, RANGE 5,
 AA5314'HIGHLAND TOWNSHIP, ABOUT 18 MI (29.0 KM) NE OF ZANESVILLE AND 5 MI
 AA5314'(8.0 KM) N OF NEW CONCORD.
 AA5314' 
 AA5314'TO REACH FROM NEW CONCORD AT THE INTERSECTION OF US 40 AND STATE ROUTE
 AA5314'83, GO 4.55 MI (7.32 KM) N ON STATE ROUTE 83 TO THE JUNCTION OF STATE
 AA5314'ROUTE 209 IN THE VILLAGE OF BLOOMFIELD, TURN RIGHT ONTO STATE ROUTE
 AA5314'209 ENE FOR 1.30 MI (2.09 KM) TO THE JUNCTION OF STONEY POINT ROAD
 AA5314'(TOWNSHIP ROAD 433) AND THE STATION ON THE LEFT IN THE NW CORNER OF
 AA5314'THE INTERSECTION.
 AA5314' 
 AA5314'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5314'MONUMENT.  IT IS 50.0 FT (15.2 M) NW OF THE CENTERLINE OF STATE ROUTE
 AA5314'209, 28.0 FT (8.5 M) SW OF THE CENTERLINE OF STONEY POINT ROAD, 27.5
 AA5314'FT (8.4 M) S OF A POWER POLE MARKED (3487-1), AND 1.6 FT (0.5 M) E OF
 AA5314'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5315 ***********************************************************************
 AA5315  CBN         -  This is a Cooperative Base Network Control Station.
 AA5315  DESIGNATION -  GPS 82
 AA5315  PID         -  AA5315
 AA5315  STATE/COUNTY-  OH/MUSKINGUM
 AA5315  USGS QUAD   -  ZANESVILLE WEST (1992)
 AA5315
 AA5315                         *CURRENT SURVEY CONTROL
 AA5315  ___________________________________________________________________
 AA5315* NAD 83(1995)-  39 57 06.01865(N)    082 06 14.17333(W)     ADJUSTED  
 AA5315* NAVD 88     -       244.8    (meters)     803.     (feet)  GPS OBS   
 AA5315  ___________________________________________________________________
 AA5315  X           -     672,638.794 (meters)                     COMP
 AA5315  Y           -  -4,849,894.427 (meters)                     COMP
 AA5315  Z           -   4,074,008.963 (meters)                     COMP
 AA5315  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AA5315  ELLIP HEIGHT-         211.01  (meters)          (09/23/04) GPS OBS
 AA5315  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AA5315
 AA5315  HORZ ORDER  -  A
 AA5315  ELLP ORDER  -  FOURTH    CLASS I
 AA5315
 AA5315.The horizontal coordinates were established by GPS observations
 AA5315.and adjusted by the National Geodetic Survey in September 2004..
 AA5315
 AA5315.The orthometric height was determined by GPS observations and a
 AA5315.high-resolution geoid model.
 AA5315
 AA5315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5315
 AA5315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5315
 AA5315.The ellipsoidal height was determined by GPS observations
 AA5315.and is referenced to NAD 83.
 AA5315
 AA5315.The geoid height was determined by GEOID03.
 AA5315
 AA5315;                    North         East     Units Scale Factor Converg.
 AA5315;SPC OH S     -   216,741.118   633,844.555   MT  0.99998486   +0 15 04.7
 AA5315;UTM  17      - 4,422,976.680   405,700.832   MT  0.99970947   -0 42 32.2
 AA5315
 AA5315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5315!SPC OH S     -   0.99996690  x   0.99998486  =   0.99995176
 AA5315!UTM  17      -   0.99996690  x   0.99970947  =   0.99967638
 AA5315
 AA5315                          SUPERSEDED SURVEY CONTROL
 AA5315
 AA5315  NAD 83(1995)-  39 57 06.01811(N)    082 06 14.17047(W) AD(       ) 1
 AA5315  ELLIP H (04/01/98)  211.05   (m)                       GP(       ) 4 1
 AA5315  NAD 83(1986)-  39 57 06.02261(N)    082 06 14.17952(W) AD(       ) 1
 AA5315
 AA5315.Superseded values are not recommended for survey control.
 AA5315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5315.See file dsdata.txt to determine how the superseded data were derived.
 AA5315
 AA5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME0570122977(NAD 83)
 AA5315_MARKER: DD = SURVEY DISK
 AA5315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5315_STAMPING: GPS 82
 AA5315_MARK LOGO: OH-119
 AA5315_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5315+STABILITY: SURFACE MOTION
 AA5315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5315+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AA5315
 AA5315  HISTORY     - Date     Condition        Report By
 AA5315  HISTORY     - 1992     MONUMENTED       OH-119
 AA5315  HISTORY     - 2003     GOOD             OH-119
 AA5315
 AA5315                          STATION DESCRIPTION
 AA5315
 AA5315'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5315'THE STATION IS NEAR THE W LINE OF THE THIRD QUARTER TOWNSHIP OF TWP 1,
 AA5315'RANGE 8, FALLS TWP, ABOUT 5 MILES (8.0 KM) W OF ZANESVILLE AND 6 MILES
 AA5315'(9.7 KM) E OF GRATIOT.
 AA5315' 
 AA5315'TO REACH FROM ZANESVILLE AT THE COUNTY COURTHOUSE LOCATED AT THE
 AA5315'INTERSECTION OF SR 40 AND FOURTH STREET IN DOWNTOWN ZANESVILLE, GO
 AA5315'5.15 MILES (8.29 KM) W ON SR 40 TO THE JUNCTION OF NATIONAL ROAD
 AA5315'(TOWNSHIP ROAD 145), WHICH IS ALSO 2.80 MI (4.51 KM) W OF THE
 AA5315'INTERSECTION OF S.R. 40 AND INTERSTATE 70, TURN RIGHT ONTO NATIONAL
 AA5315'ROAD NW FOR 0.34 MILES (0.55 KM) TO THE STATION ON THE RIGHT.
 AA5315' 
 AA5315'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5315'MONUMENT.
 AA5315' 
 AA5315'IT IS 15' N OF THE CENTERLINE OF NATIONAL ROAD, 72.0 FT (21.9 M) E OF
 AA5315'THE CENTERLINE OF A PAVED DRIVE GOING INTO A TRAILER COURT, 106.0 FT
 AA5315'(32.3 M) W OF THE CENTERLINE OF A PAVED DRIVE GOING INTO A TRAILER
 AA5315'COURT, 27.0 FT (8.2 M) SSE OF A POWER POLE MARKED (131), 26.4 FT (8.0
 AA5315'M) SSE OF A WITNESS POST.
 AA5315
 AA5315                          STATION RECOVERY (2003)
 AA5315
 AA5315'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 2003 (PS)
 AA5315'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5316 ***********************************************************************
 AA5316  DESIGNATION -  GPS 83
 AA5316  PID         -  AA5316
 AA5316  STATE/COUNTY-  OH/MUSKINGUM
 AA5316  USGS QUAD   -  DRESDEN (1978)
 AA5316
 AA5316                         *CURRENT SURVEY CONTROL
 AA5316  ___________________________________________________________________
 AA5316* NAD 83(1995)-  40 01 36.34754(N)    082 06 05.46648(W)     ADJUSTED  
 AA5316* NAVD 88     -       278.8    (meters)     915.     (feet)  GPS OBS   
 AA5316  ___________________________________________________________________
 AA5316  X           -     672,110.756 (meters)                     COMP
 AA5316  Y           -  -4,844,584.274 (meters)                     COMP
 AA5316  Z           -   4,080,419.106 (meters)                     COMP
 AA5316  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AA5316  ELLIP HEIGHT-         244.99  (meters)          (10/07/05) GPS OBS
 AA5316  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AA5316
 AA5316  HORZ ORDER  -  FIRST
 AA5316  ELLP ORDER  -  FOURTH    CLASS I
 AA5316
 AA5316.The horizontal coordinates were established by GPS observations
 AA5316.and adjusted by the National Geodetic Survey in October 2005..
 AA5316
 AA5316.The orthometric height was determined by GPS observations and a
 AA5316.high-resolution geoid model.
 AA5316
 AA5316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5316
 AA5316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5316
 AA5316.The ellipsoidal height was determined by GPS observations
 AA5316.and is referenced to NAD 83.
 AA5316
 AA5316.The geoid height was determined by GEOID03.
 AA5316
 AA5316;                    North         East     Units Scale Factor Converg.
 AA5316;SPC OH S     -   225,079.603   634,014.432   MT  0.99999871   +0 15 10.2
 AA5316;UTM  17      - 4,431,308.788   406,010.420   MT  0.99970875   -0 42 30.6
 AA5316
 AA5316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5316!SPC OH S     -   0.99996157  x   0.99999871  =   0.99996028
 AA5316!UTM  17      -   0.99996157  x   0.99970875  =   0.99967033
 AA5316
 AA5316                          SUPERSEDED SURVEY CONTROL
 AA5316
 AA5316  NAD 83(1995)-  40 01 36.34720(N)    082 06 05.46609(W) AD(       ) 1
 AA5316  ELLIP H (04/01/98)  245.04   (m)                       GP(       ) 4 1
 AA5316  NAD 83(1986)-  40 01 36.35217(N)    082 06 05.47540(W) AD(       ) 1
 AA5316
 AA5316.Superseded values are not recommended for survey control.
 AA5316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5316.See file dsdata.txt to determine how the superseded data were derived.
 AA5316
 AA5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0601031309(NAD 83)
 AA5316_MARKER: DD = SURVEY DISK
 AA5316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5316_STAMPING: GPS 83
 AA5316_MARK LOGO: OH-119
 AA5316_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5316+STABILITY: SURFACE MOTION
 AA5316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5316+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5316
 AA5316  HISTORY     - Date     Condition        Report By
 AA5316  HISTORY     - 1992     MONUMENTED       OH-119
 AA5316
 AA5316                          STATION DESCRIPTION
 AA5316
 AA5316'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5316'THE STATION IS IN THE FOURTH QUARTER TOWNSHIP OF TWP 2, RANGE 9,
 AA5316'LICKING TOWNSHIP, ABOUT 7 MILES (11.3 KM) WNW OF ZANESVILLE.
 AA5316' 
 AA5316'TO REACH FROM ZANESVILLE AT THE INTERSECTION OF STATE ROUTE 146 (ADAIR
 AA5316'AVENUE) AND STATE ROUTE 60 (MAPLE AVENUE), GO 7.60 MI (12.23 KM) WNW
 AA5316'ON STATE ROUTE 146 TO THE JUNCTION OF TOWNSHIP ROAD 47 (VANDENBARK
 AA5316'DRIVE), TURN LEFT ON TOWNSHIP ROAD 47 W FOR 0.12 MI (0.19 KM) TO THE
 AA5316'TOP OF A HILL WITH THE STATION ON THE RIGHT AND A CEMETERY ON THE
 AA5316'LEFT.
 AA5316' 
 AA5316'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5316'MONUMENT.  IT IS 14 FT (4.3 M) N OF THE CENTERLINE OF TOWNSHIP ROAD
 AA5316'47, 50.3 FT (15.3 M) E OF A TELEPHONE POLE MARKED (4), 86.5 FT (26.4
 AA5316'M) SW FROM THE HEAD OF AN OIL WELL, AND 47.5 FT (14.5 M) E OF A
 AA5316'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5317 ***********************************************************************
 AA5317  DESIGNATION -  GPS 85
 AA5317  PID         -  AA5317
 AA5317  STATE/COUNTY-  OH/MUSKINGUM
 AA5317  USGS QUAD   -  OTSEGO (1994)
 AA5317
 AA5317                         *CURRENT SURVEY CONTROL
 AA5317  ___________________________________________________________________
 AA5317* NAD 83(1995)-  40 04 11.55757(N)    081 51 18.60510(W)     ADJUSTED  
 AA5317* NAVD 88     -       314.5    (meters)    1032.     (feet)  GPS OBS   
 AA5317  ___________________________________________________________________
 AA5317  X           -     692,501.847 (meters)                     COMP
 AA5317  Y           -  -4,838,627.522 (meters)                     COMP
 AA5317  Z           -   4,084,106.885 (meters)                     COMP
 AA5317  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AA5317  ELLIP HEIGHT-         280.79  (meters)          (10/07/05) GPS OBS
 AA5317  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AA5317
 AA5317  HORZ ORDER  -  FIRST
 AA5317  ELLP ORDER  -  FOURTH    CLASS I
 AA5317
 AA5317.The horizontal coordinates were established by GPS observations
 AA5317.and adjusted by the National Geodetic Survey in April 1998..
 AA5317
 AA5317.The orthometric height was determined by GPS observations and a
 AA5317.high-resolution geoid model.
 AA5317
 AA5317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5317
 AA5317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5317
 AA5317.The ellipsoidal height was determined by GPS observations
 AA5317.and is referenced to NAD 83.
 AA5317
 AA5317.The geoid height was determined by GEOID03.
 AA5317
 AA5317;                    North         East     Units Scale Factor Converg.
 AA5317;SPC OH S     -   229,988.154   655,008.456   MT  1.00000743   +0 24 33.0
 AA5317;UTM  17      - 4,435,863.271   427,077.102   MT  0.99966546   -0 33 01.9
 AA5317
 AA5317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5317!SPC OH S     -   0.99995595  x   1.00000743  =   0.99996338
 AA5317!UTM  17      -   0.99995595  x   0.99966546  =   0.99962143
 AA5317
 AA5317                          SUPERSEDED SURVEY CONTROL
 AA5317
 AA5317  ELLIP H (04/01/98)  280.85   (m)                       GP(       ) 4 1
 AA5317  NAD 83(1986)-  40 04 11.56372(N)    081 51 18.61297(W) AD(       ) 1
 AA5317
 AA5317.Superseded values are not recommended for survey control.
 AA5317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5317.See file dsdata.txt to determine how the superseded data were derived.
 AA5317
 AA5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2707735863(NAD 83)
 AA5317_MARKER: DD = SURVEY DISK
 AA5317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5317_STAMPING: GPS 85
 AA5317_MARK LOGO: OH-119
 AA5317_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5317+STABILITY: SURFACE MOTION
 AA5317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5317+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5317
 AA5317  HISTORY     - Date     Condition        Report By
 AA5317  HISTORY     - 1992     MONUMENTED       OH-119
 AA5317
 AA5317                          STATION DESCRIPTION
 AA5317
 AA5317'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5317'THE STATION IS IN THE FIRST QUARTER TOWNSHIP OF TWP 2, RANGE 6, SALEM
 AA5317'TWP ABOUT 12 MILES (19.3 KM) NE OF ZANESVILLE AND 1.5 MILES (2.4 KM)
 AA5317'EAST OF ADAMSVILLE.
 AA5317' 
 AA5317'TO REACH FROM ADAMSVILLE AT THE INTERSECTION OF STATE ROUTES 93 AND
 AA5317'208, GO 1.45 MILES (2.33 KM) E ON S.R. 93 TO THE JUNCTION OF SALEM
 AA5317'CHURCH ROAD (COUNTY RD 18) AND THE STATION ON THE RIGHT IN THE SE
 AA5317'CORNER OF THE INTERSECTION.
 AA5317' 
 AA5317'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER CONCRETE MONUMENT 0.2
 AA5317'FT (6.1 CM) BELOW GROUND SURFACE.
 AA5317' 
 AA5317'IT IS 20.5 FT (6.2 M) S OF THE CENTERLINE OF S.R. 93, 31.0 FT (9.4 M)
 AA5317'E OF THE CENTERLINE OF SALEM CHURCH ROAD, 68.0 FT (20.7 M) SE OF A
 AA5317'POWER POLE MARKED (320-24), 131.0 FT (39.9 M) W OF THE 25 MILE (40.2
 AA5317'KM) MARKER SIGN ON S.R. 93, AND 7.9 FT (2.4 M) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5318 ***********************************************************************
 AA5318  DESIGNATION -  GPS 86
 AA5318  PID         -  AA5318
 AA5318  STATE/COUNTY-  OH/MUSKINGUM
 AA5318  USGS QUAD   -  ZANESVILLE EAST (1994)
 AA5318
 AA5318                         *CURRENT SURVEY CONTROL
 AA5318  ___________________________________________________________________
 AA5318* NAD 83(1995)-  39 59 22.17171(N)    081 53 57.45017(W)     ADJUSTED  
 AA5318* NAVD 88     -       247.5    (meters)     812.     (feet)  GPS OBS   
 AA5318  ___________________________________________________________________
 AA5318  X           -     689,577.145 (meters)                     COMP
 AA5318  Y           -  -4,844,792.223 (meters)                     COMP
 AA5318  Z           -   4,077,229.047 (meters)                     COMP
 AA5318  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AA5318  ELLIP HEIGHT-         213.67  (meters)          (10/07/05) GPS OBS
 AA5318  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AA5318
 AA5318  HORZ ORDER  -  FIRST
 AA5318  ELLP ORDER  -  FOURTH    CLASS I
 AA5318
 AA5318.The horizontal coordinates were established by GPS observations
 AA5318.and adjusted by the National Geodetic Survey in April 1998..
 AA5318
 AA5318.The orthometric height was determined by GPS observations and a
 AA5318.high-resolution geoid model.
 AA5318
 AA5318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5318
 AA5318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5318
 AA5318.The ellipsoidal height was determined by GPS observations
 AA5318.and is referenced to NAD 83.
 AA5318
 AA5318.The geoid height was determined by GEOID03.
 AA5318
 AA5318;                    North         East     Units Scale Factor Converg.
 AA5318;SPC OH S     -   221,036.836   651,303.851   MT  0.99999162   +0 22 52.2
 AA5318;UTM  17      - 4,426,978.175   423,224.409   MT  0.99967256   -0 34 40.6
 AA5318
 AA5318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5318!SPC OH S     -   0.99996648  x   0.99999162  =   0.99995810
 AA5318!UTM  17      -   0.99996648  x   0.99967256  =   0.99963905
 AA5318
 AA5318                          SUPERSEDED SURVEY CONTROL
 AA5318
 AA5318  ELLIP H (04/01/98)  213.74   (m)                       GP(       ) 4 1
 AA5318  NAD 83(1986)-  39 59 22.17714(N)    081 53 57.45853(W) AD(       ) 1
 AA5318
 AA5318.Superseded values are not recommended for survey control.
 AA5318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5318.See file dsdata.txt to determine how the superseded data were derived.
 AA5318
 AA5318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME2322426978(NAD 83)
 AA5318_MARKER: DD = SURVEY DISK
 AA5318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5318_STAMPING: GPS 86
 AA5318_MARK LOGO: OH-119
 AA5318_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5318+STABILITY: SURFACE MOTION
 AA5318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5318+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5318
 AA5318  HISTORY     - Date     Condition        Report By
 AA5318  HISTORY     - 1992     MONUMENTED       OH-119
 AA5318
 AA5318                          STATION DESCRIPTION
 AA5318
 AA5318'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5318'THE STATION IS IN THE SE 1/4 OF SECTION 6, TOWNSHIP 1, RANGE 6, PERRY
 AA5318'TOWNSHIP, ABOUT 7 MI (11.3 KM) ENE OF ZANESVILLE AND 9 MI (14.5 KM) W
 AA5318'OF NEW CONCORD.
 AA5318' 
 AA5318'TO REACH FROM ZANESVILLE AT THE COURT HOUSE LOCATED AT THE
 AA5318'INTERSECTION OF US 40 AND FOURTH STREET IN DOWNTOWN ZANESVILLE, GO
 AA5318'2.65 MI (4.26 KM) E ON US 40 TO THE JUNCTION OF STATE ROUTE 93, TURN
 AA5318'LEFT ONTO STATE ROUTE 93 N FOR 3.80 MI (6.12 KM) TO THE JUNCTION OF
 AA5318'NORFIELD ROAD (COUNTY ROAD 64), TURN RIGHT ONTO NORFIELD ROAD E FOR
 AA5318'1.40 MI (2.25 KM) TO THE JUNCTION OF BALD HILL ROAD (COUNTY ROAD 67),
 AA5318'TURN RIGHT ONTO BALD HILL ROAD E FOR 100 FT (30.5 M) TO THE STATION ON
 AA5318'THE RIGHT.
 AA5318' 
 AA5318'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5318'MONUMENT.  IT IS 15.5 FT (4.7 M) S OF THE CENTERLINE OF BALD HILL
 AA5318'ROAD, 21.6 FT (6.6 M) NW OF THE CENTERLINE OF A RAILROAD TRACK, 50.4
 AA5318'FT (15.4 M) SE OF A US COAST AND GEODETIC SURVEY BENCH MARK STAMPED D
 AA5318'184 1954, 46.0 FT (14.0 M) SE OF A POWER POLE MARKED (280), AND 1.6 FT
 AA5318'(0.5 M) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5319 ***********************************************************************
 AA5319  DESIGNATION -  GPS 87
 AA5319  PID         -  AA5319
 AA5319  STATE/COUNTY-  OH/MUSKINGUM
 AA5319  USGS QUAD   -  NORWICH (1994)
 AA5319
 AA5319                         *CURRENT SURVEY CONTROL
 AA5319  ___________________________________________________________________
 AA5319* NAD 83(1995)-  39 58 24.43610(N)    081 50 13.62880(W)     ADJUSTED  
 AA5319* NAVD 88     -       238.1    (meters)     781.     (feet)  GPS OBS   
 AA5319  ___________________________________________________________________
 AA5319  X           -     694,995.340 (meters)                     COMP
 AA5319  Y           -  -4,845,166.559 (meters)                     COMP
 AA5319  Z           -   4,075,858.434 (meters)                     COMP
 AA5319  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AA5319  ELLIP HEIGHT-         204.21  (meters)          (10/07/05) GPS OBS
 AA5319  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AA5319
 AA5319  HORZ ORDER  -  FIRST
 AA5319  ELLP ORDER  -  FOURTH    CLASS I
 AA5319
 AA5319.The horizontal coordinates were established by GPS observations
 AA5319.and adjusted by the National Geodetic Survey in April 1998..
 AA5319
 AA5319.The orthometric height was determined by GPS observations and a
 AA5319.high-resolution geoid model.
 AA5319
 AA5319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5319
 AA5319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5319
 AA5319.The ellipsoidal height was determined by GPS observations
 AA5319.and is referenced to NAD 83.
 AA5319
 AA5319.The geoid height was determined by GEOID03.
 AA5319
 AA5319;                    North         East     Units Scale Factor Converg.
 AA5319;SPC OH S     -   219,293.323   656,626.721   MT  0.99998870   +0 25 14.2
 AA5319;UTM  17      - 4,425,146.430   428,515.652   MT  0.99966291   -0 32 16.1
 AA5319
 AA5319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5319!SPC OH S     -   0.99996796  x   0.99998870  =   0.99995667
 AA5319!UTM  17      -   0.99996796  x   0.99966291  =   0.99963089
 AA5319
 AA5319                          SUPERSEDED SURVEY CONTROL
 AA5319
 AA5319  ELLIP H (04/01/98)  204.28   (m)                       GP(       ) 4 1
 AA5319  NAD 83(1986)-  39 58 24.44190(N)    081 50 13.63657(W) AD(       ) 1
 AA5319
 AA5319.Superseded values are not recommended for survey control.
 AA5319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5319.See file dsdata.txt to determine how the superseded data were derived.
 AA5319
 AA5319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME2851625146(NAD 83)
 AA5319_MARKER: DD = SURVEY DISK
 AA5319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5319_STAMPING: GPS 87
 AA5319_MARK LOGO: OH-119
 AA5319_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5319+STABILITY: SURFACE MOTION
 AA5319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5319+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5319
 AA5319  HISTORY     - Date     Condition        Report By
 AA5319  HISTORY     - 1992     MONUMENTED       OH-119
 AA5319
 AA5319                          STATION DESCRIPTION
 AA5319
 AA5319'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5319'THE STATION IS IN THE NW 1/4 OF SECTION 11, TWP 1, RANGE 6, PERRY TWP
 AA5319'ABOUT 9 MILES (14.5 KM) E OF ZANESVILLE AND 5 MILES (8.0 KM) W OF NEW
 AA5319'CONCORD.  JUST W OF THE NORWICH INTERCHANGE ON INTERSTATE 70 AT EXIT
 AA5319'164.
 AA5319' 
 AA5319'TO REACH FROM ZANESVILLE AT THE COUNTY COURTHOUSE LOCATED AT THE
 AA5319'INTERSECTION OF S.R. 40 AND FOURTH STREET IN DOWNTOWN ZANESVILLE, GO
 AA5319'9.65 MILES (15.53 KM) E ON S.R. 40 TO THE JUNCTION OF RILEY ROAD
 AA5319'(TOWNSHIP ROAD 365) AND THE STATION ON THE RIGHT IN THE SE CORNER OF
 AA5319'THE INTERSECTION.
 AA5319' 
 AA5319'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5319'MONUMENT.
 AA5319' 
 AA5319'IT IS 29.4 FT (9.0 M) S OF THE CENTERLINE OF S.R. 40, 30.0 FT (9.1 M)
 AA5319'E OF THE CENTERLINE OF RILEY ROAD, 3.5 FT (1.1 M) BEHIND A GUARD RAIL,
 AA5319'8.8 FT (2.7 M) NNE OF A WATER METER BOX, AND 2.0 FT (0.6 M) NW OF A
 AA5319'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5320 ***********************************************************************
 AA5320  DESIGNATION -  GPS 88
 AA5320  PID         -  AA5320
 AA5320  STATE/COUNTY-  OH/MUSKINGUM
 AA5320  USGS QUAD   -  NORWICH (1994)
 AA5320
 AA5320                         *CURRENT SURVEY CONTROL
 AA5320  ___________________________________________________________________
 AA5320* NAD 83(1995)-  39 59 24.31824(N)    081 45 46.04681(W)     ADJUSTED  
 AA5320* NAVD 88     -       266.8    (meters)     875.     (feet)  GPS OBS   
 AA5320  ___________________________________________________________________
 AA5320  X           -     701,113.383 (meters)                     COMP
 AA5320  Y           -  -4,843,108.128 (meters)                     COMP
 AA5320  Z           -   4,077,292.150 (meters)                     COMP
 AA5320  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA5320  ELLIP HEIGHT-         232.93  (meters)          (10/07/05) GPS OBS
 AA5320  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AA5320
 AA5320  HORZ ORDER  -  FIRST
 AA5320  ELLP ORDER  -  FOURTH    CLASS I
 AA5320
 AA5320.The horizontal coordinates were established by GPS observations
 AA5320.and adjusted by the National Geodetic Survey in April 1998..
 AA5320
 AA5320.The orthometric height was determined by GPS observations and a
 AA5320.high-resolution geoid model.
 AA5320
 AA5320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5320
 AA5320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5320
 AA5320.The ellipsoidal height was determined by GPS observations
 AA5320.and is referenced to NAD 83.
 AA5320
 AA5320.The geoid height was determined by GEOID03.
 AA5320
 AA5320;                    North         East     Units Scale Factor Converg.
 AA5320;SPC OH S     -   221,189.405   662,961.020   MT  0.99999173   +0 28 04.0
 AA5320;UTM  17      - 4,426,935.721   434,878.656   MT  0.99965221   -0 29 24.8
 AA5320
 AA5320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5320!SPC OH S     -   0.99996346  x   0.99999173  =   0.99995519
 AA5320!UTM  17      -   0.99996346  x   0.99965221  =   0.99961568
 AA5320
 AA5320                          SUPERSEDED SURVEY CONTROL
 AA5320
 AA5320  ELLIP H (04/01/98)  233.00   (m)                       GP(       ) 4 1
 AA5320  NAD 83(1986)-  39 59 24.32387(N)    081 45 46.05470(W) AD(       ) 1
 AA5320
 AA5320.Superseded values are not recommended for survey control.
 AA5320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5320.See file dsdata.txt to determine how the superseded data were derived.
 AA5320
 AA5320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME3487926936(NAD 83)
 AA5320_MARKER: DD = SURVEY DISK
 AA5320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5320_STAMPING: GPS 88
 AA5320_MARK LOGO: OH-119
 AA5320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5320+STABILITY: SURFACE MOTION
 AA5320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5320+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5320
 AA5320  HISTORY     - Date     Condition        Report By
 AA5320  HISTORY     - 1992     MONUMENTED       OH-119
 AA5320
 AA5320                          STATION DESCRIPTION
 AA5320
 AA5320'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5320'THE STATION IS NEAR THE NE CORNER OF SECTION 8, TWP 1, RANGE 5, UNION
 AA5320'TWP 14 MI (22.5 KM) E OF ZANESVILLE AND 1 MI (1.6 KM) W OF NEW
 AA5320'CONCORD.
 AA5320' 
 AA5320'TO REACH FROM NEW CONCORD AT THE INTERSECTION OF STATE ROUTES 40 AND
 AA5320'83, GO 1.20 MI (1.93 KM) W ON S.R. 40 TO THE JUNCTION OF FOX CREEK
 AA5320'ROAD (TWP RD 202) AND THE STATION ON THE RIGHT IN THE NW CORNER OF THE
 AA5320'INTERSECTION.
 AA5320' 
 AA5320'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5320'MONUMENT.
 AA5320' 
 AA5320'IT IS 46.5 FT (14.2 M) N OF THE CENTERLINE OF THE GRASS MEDIAN ON S.R.
 AA5320'40, 24.0 FT (7.3 M) W OF THE CENTERLINE OF FOX CREEK ROAD, 32.0 FT
 AA5320'(9.8 M) SSW OF A POWER POLE MARKED (594C2-16) AND 9.4 FT (2.9 M) SW OF
 AA5320'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5321 ***********************************************************************
 AA5321  DESIGNATION -  GPS 89
 AA5321  PID         -  AA5321
 AA5321  STATE/COUNTY-  OH/MUSKINGUM
 AA5321  USGS QUAD   -  NEW CONCORD (1994)
 AA5321
 AA5321                         *CURRENT SURVEY CONTROL
 AA5321  ___________________________________________________________________
 AA5321* NAD 83(1995)-  39 59 41.34380(N)    081 43 32.36803(W)     ADJUSTED  
 AA5321* NAVD 88     -       256.2    (meters)     841.     (feet)  GPS OBS   
 AA5321  ___________________________________________________________________
 AA5321  X           -     704,202.280 (meters)                     COMP
 AA5321  Y           -  -4,842,310.695 (meters)                     COMP
 AA5321  Z           -   4,077,687.653 (meters)                     COMP
 AA5321  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AA5321  ELLIP HEIGHT-         222.32  (meters)          (10/07/05) GPS OBS
 AA5321  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 AA5321
 AA5321  HORZ ORDER  -  FIRST
 AA5321  ELLP ORDER  -  FOURTH    CLASS I
 AA5321
 AA5321.The horizontal coordinates were established by GPS observations
 AA5321.and adjusted by the National Geodetic Survey in April 1998..
 AA5321
 AA5321.The orthometric height was determined by GPS observations and a
 AA5321.high-resolution geoid model.
 AA5321
 AA5321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5321
 AA5321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5321
 AA5321.The ellipsoidal height was determined by GPS observations
 AA5321.and is referenced to NAD 83.
 AA5321
 AA5321.The geoid height was determined by GEOID03.
 AA5321
 AA5321;                    North         East     Units Scale Factor Converg.
 AA5321;SPC OH S     -   221,741.043   666,127.767   MT  0.99999261   +0 29 28.8
 AA5321;UTM  17      - 4,427,434.171   438,053.096   MT  0.99964724   -0 27 59.1
 AA5321
 AA5321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5321!SPC OH S     -   0.99996512  x   0.99999261  =   0.99995773
 AA5321!UTM  17      -   0.99996512  x   0.99964724  =   0.99961238
 AA5321
 AA5321                          SUPERSEDED SURVEY CONTROL
 AA5321
 AA5321  ELLIP H (04/01/98)  222.40   (m)                       GP(       ) 4 1
 AA5321  NAD 83(1986)-  39 59 41.34970(N)    081 43 32.37631(W) AD(       ) 1
 AA5321
 AA5321.Superseded values are not recommended for survey control.
 AA5321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5321.See file dsdata.txt to determine how the superseded data were derived.
 AA5321
 AA5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME3805327434(NAD 83)
 AA5321_MARKER: DD = SURVEY DISK
 AA5321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5321_STAMPING: GPS 89
 AA5321_MARK LOGO: OH-119
 AA5321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5321+STABILITY: SURFACE MOTION
 AA5321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5321+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5321
 AA5321  HISTORY     - Date     Condition        Report By
 AA5321  HISTORY     - 1992     MONUMENTED       OH-119
 AA5321
 AA5321                          STATION DESCRIPTION
 AA5321
 AA5321'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5321'THE STATION IS IN THE SE 1/4 OF SECTION 1, TWP 1, RANGE 5, UNION TWP
 AA5321'ABOUT 15 MI (24.1 KM) E OF ZANESVILLE AND ON THE EAST SIDE OF NEW
 AA5321'CONCORD.
 AA5321' 
 AA5321'TO REACH FROM NEW CONCORD AT THE INTERSECTION OF STATE ROUTES 40 AND
 AA5321'83, GO 0.85 MI (1.37 KM) E ON S.R. 40 TO THE STATION ON THE LEFT.
 AA5321' 
 AA5321'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5321'MONUMENT.
 AA5321' 
 AA5321'IT IS 260.0 FT (79.2 M) E OF THE INTERSECTION OF S.R. 40 AND SNOOTS
 AA5321'LANE, 170.0 FT (51.8 M) W OF THE COUNTY LINE, 42.3 FT (12.9 M) N OF
 AA5321'THE CENTERLINE OF THE GRASS MEDIAN ON S.R. 40, 52.0 FT (15.8 M) E OF A
 AA5321'NEW CONCORD CORPORATION LIMIT SIGN, 3.0 FT (0.9 M) N OF A GUARD RAIL,
 AA5321'2.5 FT (0.8 M) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5322 ***********************************************************************
 AA5322  DESIGNATION -  GPS 90
 AA5322  PID         -  AA5322
 AA5322  STATE/COUNTY-  OH/LICKING
 AA5322  USGS QUAD   -  PERRYTON (1978)
 AA5322
 AA5322                         *CURRENT SURVEY CONTROL
 AA5322  ___________________________________________________________________
 AA5322* NAD 83(1995)-  40 09 53.89492(N)    082 11 13.80517(W)     ADJUSTED  
 AA5322* NAVD 88     -       238.2    (meters)     781.     (feet)  GPS OBS   
 AA5322  ___________________________________________________________________
 AA5322  X           -     663,520.139 (meters)                     COMP
 AA5322  Y           -  -4,835,760.367 (meters)                     COMP
 AA5322  Z           -   4,092,132.701 (meters)                     COMP
 AA5322  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AA5322  ELLIP HEIGHT-         204.50  (meters)          (10/07/05) GPS OBS
 AA5322  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AA5322
 AA5322  HORZ ORDER  -  FIRST
 AA5322  ELLP ORDER  -  FOURTH    CLASS I
 AA5322
 AA5322.The horizontal coordinates were established by GPS observations
 AA5322.and adjusted by the National Geodetic Survey in October 2005..
 AA5322
 AA5322.The orthometric height was determined by GPS observations and a
 AA5322.high-resolution geoid model.
 AA5322
 AA5322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5322
 AA5322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5322
 AA5322.The ellipsoidal height was determined by GPS observations
 AA5322.and is referenced to NAD 83.
 AA5322
 AA5322.The geoid height was determined by GEOID03.
 AA5322
 AA5322;                    North         East     Units Scale Factor Converg.
 AA5322;SPC OH S     -   240,397.003   626,650.236   MT  1.00002870   +0 11 54.6
 AA5322;UTM  17      - 4,446,743.195   398,906.743   MT  0.99972581   -0 45 56.8
 AA5322
 AA5322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5322!SPC OH S     -   0.99996792  x   1.00002870  =   0.99999662
 AA5322!UTM  17      -   0.99996792  x   0.99972581  =   0.99969374
 AA5322
 AA5322                          SUPERSEDED SURVEY CONTROL
 AA5322
 AA5322  NAD 83(1995)-  40 09 53.89393(N)    082 11 13.80419(W) AD(       ) 1
 AA5322  ELLIP H (04/01/98)  204.56   (m)                       GP(       ) 4 1
 AA5322  NAD 83(1986)-  40 09 53.89964(N)    082 11 13.81348(W) AD(       ) 1
 AA5322
 AA5322.Superseded values are not recommended for survey control.
 AA5322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5322.See file dsdata.txt to determine how the superseded data were derived.
 AA5322
 AA5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9890746743(NAD 83)
 AA5322_MARKER: DD = SURVEY DISK
 AA5322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5322_STAMPING: GPS 90
 AA5322_MARK LOGO: OH-119
 AA5322_PROJECTION: FLUSH
 AA5322_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5322+STABILITY: SURFACE MOTION
 AA5322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5322+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1998
 AA5322
 AA5322  HISTORY     - Date     Condition        Report By
 AA5322  HISTORY     - 1992     MONUMENTED       OH-119
 AA5322  HISTORY     - 19980321 GOOD             GEOMET
 AA5322
 AA5322                          STATION DESCRIPTION
 AA5322
 AA5322'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5322'THE STATION IS NEAR THE NW CORNER OF SECTION 5, TOWNSHIP 3, RANGE 9,
 AA5322'JACKSON TOWNSHIP, ABOUT 17 MI (27.4 KM) NW OF ZANESVILLE, 10 MI (16.1
 AA5322'KM) W OF DRESDEN AND 5 MI (8.0 KM) NW OF FRAZEYSBURG.
 AA5322' 
 AA5322'TO REACH FROM FRAZEYSBURG AT THE POST OFFICE LOCATED ON STATE STREET,
 AA5322'GO 140 FT (42.7 M) N ON STATE STREET TO THE JUNCTION OF STATE ROUTE
 AA5322'16, TURN LEFT ONTO STATE ROUTE 16 W FOR 1.10 MI (1.77 KM) TO THE
 AA5322'JUNCTION OF HAMBY HILL ROAD (COUNTY ROAD 38), TURN RIGHT ONTO HAMBY
 AA5322'HILL ROAD NW FOR 3.60 MI (5.79 KM) TO A BRIDGE OVER THE WAKATOMIKA
 AA5322'CREEK AND A T INTERSECTION AT THE JUNCTION OF PIKE ROAD (COUNTY ROAD
 AA5322'25), TURN LEFT ONTO HAMBY HILL ROAD W FOR 1.25 MI (2.01 KM) TO A
 AA5322'BRIDGE OVER THE WAKATOMIKA CREEK NEAR THE MSUKINGUM AND LICKING COUNTY
 AA5322'LINE AND THE STATION LOCATION ON THE RIGHT ON THE W SIDE OF THE
 AA5322'BRIDGE.
 AA5322' 
 AA5322'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5322'MONUMENT.  IT IS 82.5 FT (25.1 M) W OF THE W ABUTMENT OF THE BRIDGE,
 AA5322'70.0 FT (21.3 M) SE OF A POWER POLE, 13.0 FT (4.0 M) N OF THE
 AA5322'CENTELRINE OF HAMBY HILL ROAD, AND 3.0 FT (0.9 M) S OF A WITNESS POST.
 AA5322
 AA5322                          STATION RECOVERY (1998)
 AA5322
 AA5322'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AA5322'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE MONUMENT IS IN
 AA5322'LICKING COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5323 ***********************************************************************
 AA5323  DESIGNATION -  GPS 91
 AA5323  PID         -  AA5323
 AA5323  STATE/COUNTY-  OH/MUSKINGUM
 AA5323  USGS QUAD   -  PERRYTON (1978)
 AA5323
 AA5323                         *CURRENT SURVEY CONTROL
 AA5323  ___________________________________________________________________
 AA5323* NAD 83(1995)-  40 09 45.88534(N)    082 07 50.83740(W)     ADJUSTED  
 AA5323* NAVD 88     -       238.7    (meters)     783.     (feet)  GPS OBS   
 AA5323  ___________________________________________________________________
 AA5323  X           -     668,300.150 (meters)                     COMP
 AA5323  Y           -  -4,835,263.341 (meters)                     COMP
 AA5323  Z           -   4,091,944.231 (meters)                     COMP
 AA5323  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AA5323  ELLIP HEIGHT-         205.01  (meters)          (10/07/05) GPS OBS
 AA5323  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AA5323
 AA5323  HORZ ORDER  -  FIRST
 AA5323  ELLP ORDER  -  FOURTH    CLASS I
 AA5323
 AA5323.The horizontal coordinates were established by GPS observations
 AA5323.and adjusted by the National Geodetic Survey in October 2005..
 AA5323
 AA5323.The orthometric height was determined by GPS observations and a
 AA5323.high-resolution geoid model.
 AA5323
 AA5323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5323
 AA5323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5323
 AA5323.The ellipsoidal height was determined by GPS observations
 AA5323.and is referenced to NAD 83.
 AA5323
 AA5323.The geoid height was determined by GEOID03.
 AA5323
 AA5323;                    North         East     Units Scale Factor Converg.
 AA5323;SPC OH S     -   240,168.091   631,454.244   MT  1.00002817   +0 14 03.4
 AA5323;UTM  17      - 4,446,433.591   403,704.739   MT  0.99971415   -0 43 45.7
 AA5323
 AA5323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5323!SPC OH S     -   0.99996784  x   1.00002817  =   0.99999601
 AA5323!UTM  17      -   0.99996784  x   0.99971415  =   0.99968200
 AA5323
 AA5323                          SUPERSEDED SURVEY CONTROL
 AA5323
 AA5323  NAD 83(1995)-  40 09 45.88410(N)    082 07 50.83614(W) AD(       ) 1
 AA5323  ELLIP H (04/01/98)  205.07   (m)                       GP(       ) 4 1
 AA5323  NAD 83(1986)-  40 09 45.88966(N)    082 07 50.84527(W) AD(       ) 1
 AA5323
 AA5323.Superseded values are not recommended for survey control.
 AA5323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5323.See file dsdata.txt to determine how the superseded data were derived.
 AA5323
 AA5323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0370546434(NAD 83)
 AA5323_MARKER: DD = SURVEY DISK
 AA5323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5323_STAMPING: GPS 91
 AA5323_MARK LOGO: OH-119
 AA5323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5323+STABILITY: SURFACE MOTION
 AA5323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5323+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5323
 AA5323  HISTORY     - Date     Condition        Report By
 AA5323  HISTORY     - 1992     MONUMENTED       OH-119
 AA5323
 AA5323                          STATION DESCRIPTION
 AA5323
 AA5323'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5323'THE STATION IS IN THE FIRST QUARTER TOWNSHIP OF TOWNSHIP 3, RANGE 9,
 AA5323'JACKSON TOWNSHIP, ABOUT 15 MI (24.1 KM) NW OF ZANESVILLE AND 4.6 MI
 AA5323'(7.4 KM) N OF FRAZEYSBURG.
 AA5323' 
 AA5323'TO REACH FROM THE POST OFFICE IN FRAZEYSBURG LOCATED ON STATE STREET,
 AA5323'GO 140 FT (42.7 M) N ON STATE STREET TO THE JUNCTION OF STATE ROUTE
 AA5323'16, TURN LEFT ON STATE ROUTE 16 W FOR 0.35 MI (0.56 KM) TO THE
 AA5323'JUNCTION OF WEST CARLISLE ROAD (COUNTY ROAD 9.4), TURN RIGHT ON WEST
 AA5323'CARLISLE ROAD N FOR 3.65 MI (5.87 KM) TO THE STATION ON THE RIGHT.
 AA5323' 
 AA5323'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER CONCRETE MONUMENT AND
 AA5323'IS 0.4 FT (12.2 CM) BELOW GROUND SURFACE.
 AA5323' 
 AA5323'IT IS 0.22 MI (0.35 KM) NE OF THE INTERSECTION OF ASHCRAFT ROAD, 0.11
 AA5323'MI (0.18 KM) SW OF THE INTERSECTION OF WEST CARLISLE ROAD AND THE
 AA5323'MUSKINGUM COUNTY, COSHOCTON COUNTY LINE, 61.5 FT (18.7 M) SW OF A
 AA5323'CULVERT UNDER WEST CARLISLE ROAD, 44.0 FT (13.4 M) SW OF A TELEPHONE
 AA5323'CABLE BOX, 39.3 FT (12.0 M) SW OF A FENCE CORNER, 14.0 FT (4.3 M) SE
 AA5323'OF THE CENTERLINE OF WEST CARLISLE ROAD, 3.5 FT (1.1 M) NW OF A FENCE,
 AA5323'AND 2.4 FT (0.7 M) NW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5324 ***********************************************************************
 AA5324  DESIGNATION -  GPS 92
 AA5324  PID         -  AA5324
 AA5324  STATE/COUNTY-  OH/MUSKINGUM
 AA5324  USGS QUAD   -  TRINWAY (1981)
 AA5324
 AA5324                         *CURRENT SURVEY CONTROL
 AA5324  ___________________________________________________________________
 AA5324* NAD 83(1995)-  40 09 13.70468(N)    082 05 56.73104(W)     ADJUSTED  
 AA5324* NAVD 88     -       324.7    (meters)    1065.     (feet)  GPS OBS   
 AA5324  ___________________________________________________________________
 AA5324  X           -     671,071.963 (meters)                     COMP
 AA5324  Y           -  -4,835,592.089 (meters)                     COMP
 AA5324  Z           -   4,091,241.098 (meters)                     COMP
 AA5324  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AA5324  ELLIP HEIGHT-         291.05  (meters)          (10/07/05) GPS OBS
 AA5324  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 AA5324
 AA5324  HORZ ORDER  -  FIRST
 AA5324  ELLP ORDER  -  FOURTH    CLASS I
 AA5324
 AA5324.The horizontal coordinates were established by GPS observations
 AA5324.and adjusted by the National Geodetic Survey in October 2005..
 AA5324
 AA5324.The orthometric height was determined by GPS observations and a
 AA5324.high-resolution geoid model.
 AA5324
 AA5324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5324
 AA5324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5324
 AA5324.The ellipsoidal height was determined by GPS observations
 AA5324.and is referenced to NAD 83.
 AA5324
 AA5324.The geoid height was determined by GEOID03.
 AA5324
 AA5324;                    North         East     Units Scale Factor Converg.
 AA5324;SPC OH S     -   239,187.015   634,158.927   MT  1.00002606   +0 15 15.8
 AA5324;UTM  17      - 4,445,407.502   406,391.695   MT  0.99970787   -0 42 31.7
 AA5324
 AA5324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5324!SPC OH S     -   0.99995434  x   1.00002606  =   0.99998040
 AA5324!UTM  17      -   0.99995434  x   0.99970787  =   0.99966223
 AA5324
 AA5324                          SUPERSEDED SURVEY CONTROL
 AA5324
 AA5324  NAD 83(1995)-  40 09 13.70314(N)    082 05 56.72934(W) AD(       ) 1
 AA5324  ELLIP H (04/01/98)  291.09   (m)                       GP(       ) 4 1
 AA5324  NAD 83(1986)-  40 09 13.70870(N)    082 05 56.73835(W) AD(       ) 1
 AA5324
 AA5324.Superseded values are not recommended for survey control.
 AA5324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5324.See file dsdata.txt to determine how the superseded data were derived.
 AA5324
 AA5324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0639245408(NAD 83)
 AA5324_MARKER: DD = SURVEY DISK
 AA5324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5324_STAMPING: GPS 92
 AA5324_MARK LOGO: OH-119
 AA5324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5324+STABILITY: SURFACE MOTION
 AA5324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5324+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5324
 AA5324  HISTORY     - Date     Condition        Report By
 AA5324  HISTORY     - 1992     MONUMENTED       OH-119
 AA5324
 AA5324                          STATION DESCRIPTION
 AA5324
 AA5324'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5324'THE STATION IS IN THE FIRST QUARTER TOWNSHIP OF TOWNSHIP 3, RANGE 9,
 AA5324'JACKSON TOWNSHIP, ABOUT 15 MI (24.1 KM) NW OF ZANESVILLE, 5 MI (8.0
 AA5324'KM) WNW OF DRESDEN AND 3 MI (4.8 KM) N OF FRAZEYSBURG.
 AA5324' 
 AA5324'TO REACH FROM FRAZEYSBURG AT THE POST OFFICE LOCATED ON STATE STREET,
 AA5324'GO 140 FT (42.7 M) N ON STATE STREET TO THE JUNCTION OF STATE ROUTE
 AA5324'16, CONTINUE N ON STATE STREET FOR 0.25 MI (0.40 KM) TO THE
 AA5324'FRAZEYSBURG CORPORATION LINE WHERE STATE STREET CHANGES TO SCOUT ROAD
 AA5324'(COUNTY ROAD 48), CONTINUE N ON SCOUT ROAD FOR 1.85 MI (2.98 KM) TO
 AA5324'THE JUNCTION OF MT ZION ROAD (COUNTY ROAD 313), TURN RIGHT ONTO MT
 AA5324'ZION ROAD NE FOR 1.30 MI (2.09 KM) TO A FIELD DRIVE ON THE LEFT.  THE
 AA5324'FIELD DRIVE IS ALSO 50 FT (15.2 M) SW OF THE INTERSECTION OF OLD RILEY
 AA5324'ROAD (TOWNSHIP ROAD 95), TURN LEFT ONTO FIELD DRIVE AND THROUGH A GATE
 AA5324'IN A FENCE FOR 330 FT (100.6 M) NW TO THE STATION ON THE LEFT.
 AA5324' 
 AA5324'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER CONCRETE MONUMENT 0.2
 AA5324'FT (6.1 CM) BELOW GROUND SURFACE.  IT IS 100.0 FT (30.5 M) SE OF A SET
 AA5324'OF OIL TANKS, 13.0 FT (4.0 M) SSW OF THE CENTERLINE OF THE FIELD
 AA5324'DRIVE, AND 1.0 FT (0.3 M) E OF A WITNESS POST.
 AA5324' 
 AA5324'THE STATION IS SET IN THE PROPERTY OF MR. CLINTON SLAUGHTER WHO
 AA5324'RESIDES AT 13295 MT ZION ROAD AND PHONE NUMBER IS 614/828-2210.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5325 ***********************************************************************
 AA5325  DESIGNATION -  GPS 93
 AA5325  PID         -  AA5325
 AA5325  STATE/COUNTY-  OH/MUSKINGUM
 AA5325  USGS QUAD   -  TRINWAY (1981)
 AA5325
 AA5325                         *CURRENT SURVEY CONTROL
 AA5325  ___________________________________________________________________
 AA5325* NAD 83(1995)-  40 08 58.10448(N)    082 01 44.51873(W)     ADJUSTED  
 AA5325* NAVD 88     -       221.7    (meters)     727.     (feet)  GPS OBS   
 AA5325  ___________________________________________________________________
 AA5325  X           -     677,016.338 (meters)                     COMP
 AA5325  Y           -  -4,834,997.234 (meters)                     COMP
 AA5325  Z           -   4,090,806.898 (meters)                     COMP
 AA5325  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AA5325  ELLIP HEIGHT-         188.06  (meters)          (10/07/05) GPS OBS
 AA5325  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 AA5325
 AA5325  HORZ ORDER  -  FIRST
 AA5325  ELLP ORDER  -  FOURTH    CLASS I
 AA5325
 AA5325.The horizontal coordinates were established by GPS observations
 AA5325.and adjusted by the National Geodetic Survey in October 2005..
 AA5325
 AA5325.The orthometric height was determined by GPS observations and a
 AA5325.high-resolution geoid model.
 AA5325
 AA5325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5325
 AA5325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5325
 AA5325.The ellipsoidal height was determined by GPS observations
 AA5325.and is referenced to NAD 83.
 AA5325
 AA5325.The geoid height was determined by GEOID03.
 AA5325
 AA5325;                    North         East     Units Scale Factor Converg.
 AA5325;SPC OH S     -   238,734.659   640,130.684   MT  1.00002505   +0 17 55.8
 AA5325;UTM  17      - 4,444,855.046   412,353.073   MT  0.99969457   -0 39 48.8
 AA5325
 AA5325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5325!SPC OH S     -   0.99997050  x   1.00002505  =   0.99999555
 AA5325!UTM  17      -   0.99997050  x   0.99969457  =   0.99966508
 AA5325
 AA5325                          SUPERSEDED SURVEY CONTROL
 AA5325
 AA5325  NAD 83(1995)-  40 08 58.10395(N)    082 01 44.51766(W) AD(       ) 1
 AA5325  ELLIP H (04/01/98)  188.10   (m)                       GP(       ) 4 1
 AA5325  NAD 83(1986)-  40 08 58.10953(N)    082 01 44.52648(W) AD(       ) 1
 AA5325
 AA5325.Superseded values are not recommended for survey control.
 AA5325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5325.See file dsdata.txt to determine how the superseded data were derived.
 AA5325
 AA5325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1235344855(NAD 83)
 AA5325_MARKER: DD = SURVEY DISK
 AA5325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5325_STAMPING: GPS 93
 AA5325_MARK LOGO: OH-119
 AA5325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5325+STABILITY: SURFACE MOTION
 AA5325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5325+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5325
 AA5325  HISTORY     - Date     Condition        Report By
 AA5325  HISTORY     - 1992     MONUMENTED       OH-119
 AA5325
 AA5325                          STATION DESCRIPTION
 AA5325
 AA5325'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5325'THE STATION IS IN EHT FIRST QUARTER TOWNSHIP OF TOWNSHIP 3, RANGE 8,
 AA5325'CASS TOWNSHIP, ABOUT 14 MI (22.5 KM) N OF ZANESVILLE, 5 MI (8.0 KM) E
 AA5325'OF FRAZEYSBURG, AND 2 MI (3.2 KM) N OF DRESDEN.
 AA5325' 
 AA5325'TO REACH FROM DRESDEN AT THE INTERSECTION OF STATE ROUTES 60 AND 208,
 AA5325'GO 2.30 MI (3.70 KM) N ON STATE ROUTE 60 TO THE STATION ON THE LEFT.
 AA5325' 
 AA5325'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5325'MONUMENT.  IT IS 41.0 FT (12.5 M) S OF THE CENTERLINE OF STATE ROUTE
 AA5325'16, 36.5 FT (11.1 M) W OF THE CENTERLINE OF STATE ROUTE 60, 37.5 FT
 AA5325'(11.4 M) ESE OF A WOVEN WIRE FENCE CORNER, 38.5 FT (11.7 M) ESE OF A
 AA5325'POWER POLE MARKED (396), AND 1.2 FT (0.4 M) E OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5326 ***********************************************************************
 AA5326  DESIGNATION -  GPS 94
 AA5326  PID         -  AA5326
 AA5326  STATE/COUNTY-  OH/MUSKINGUM
 AA5326  USGS QUAD   -  CONESVILLE (1994)
 AA5326
 AA5326                         *CURRENT SURVEY CONTROL
 AA5326  ___________________________________________________________________
 AA5326* NAD 83(1995)-  40 09 10.51958(N)    081 57 47.17526(W)     ADJUSTED  
 AA5326* NAVD 88     -       221.9    (meters)     728.     (feet)  GPS OBS   
 AA5326  ___________________________________________________________________
 AA5326  X           -     682,544.890 (meters)                     COMP
 AA5326  Y           -  -4,833,970.655 (meters)                     COMP
 AA5326  Z           -   4,091,099.719 (meters)                     COMP
 AA5326  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA5326  ELLIP HEIGHT-         188.25  (meters)          (10/07/05) GPS OBS
 AA5326  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AA5326
 AA5326  HORZ ORDER  -  FIRST
 AA5326  ELLP ORDER  -  FOURTH    CLASS I
 AA5326
 AA5326.The horizontal coordinates were established by GPS observations
 AA5326.and adjusted by the National Geodetic Survey in April 1998..
 AA5326
 AA5326.The orthometric height was determined by GPS observations and a
 AA5326.high-resolution geoid model.
 AA5326
 AA5326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5326
 AA5326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5326
 AA5326.The ellipsoidal height was determined by GPS observations
 AA5326.and is referenced to NAD 83.
 AA5326
 AA5326.The geoid height was determined by GEOID03.
 AA5326
 AA5326;                    North         East     Units Scale Factor Converg.
 AA5326;SPC OH S     -   239,148.941   645,746.075   MT  1.00002585   +0 20 26.4
 AA5326;UTM  17      - 4,445,174.878   417,972.735   MT  0.99968283   -0 37 15.9
 AA5326
 AA5326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5326!SPC OH S     -   0.99997047  x   1.00002585  =   0.99999632
 AA5326!UTM  17      -   0.99997047  x   0.99968283  =   0.99965331
 AA5326
 AA5326                          SUPERSEDED SURVEY CONTROL
 AA5326
 AA5326  ELLIP H (04/01/98)  188.30   (m)                       GP(       ) 4 1
 AA5326  NAD 83(1986)-  40 09 10.52557(N)    081 57 47.18361(W) AD(       ) 1
 AA5326
 AA5326.Superseded values are not recommended for survey control.
 AA5326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5326.See file dsdata.txt to determine how the superseded data were derived.
 AA5326
 AA5326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1797345175(NAD 83)
 AA5326_MARKER: DD = SURVEY DISK
 AA5326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5326_STAMPING: GPS 94
 AA5326_MARK LOGO: OH-119
 AA5326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5326+STABILITY: SURFACE MOTION
 AA5326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5326+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5326
 AA5326  HISTORY     - Date     Condition        Report By
 AA5326  HISTORY     - 1992     MONUMENTED       OH-119
 AA5326
 AA5326                          STATION DESCRIPTION
 AA5326
 AA5326'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5326'THE STATION IS IN THE SECOND QUARTER TOWNSHIP OF TOWNSHIP 3, RANGE 7,
 AA5326'CASS TOWNSHIP, ABOUT 14 MI (22.5 KM) N OF ZANESVILLE AND 3 MI (4.8 KM)
 AA5326'NE OF DRESDEN.
 AA5326' 
 AA5326'TO REACH FROM DRESDEN AT THE INTERSECTION OF STATE ROUTES 60 AND 28,
 AA5326'GO 2.40 MI (3.86 KM) N ON STATE ROUTE 60 TO THE JUNCTION OF STATE
 AA5326'ROUTE 16, TURN RIGHT ONTO STATE ROUTE 16 E FOR 3.30 MI (5.31 KM) TO
 AA5326'THE JUNCTION OF BASIN ROAD (TOWNSHIP ROAD 672), TURN RIGHT ONTO BASIN
 AA5326'ROAD SE FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.
 AA5326' 
 AA5326'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5326'MONUMENT.  IT IS 41.0 FT (12.5 M) S OF THE CENTERLINE OF BASIN ROAD,
 AA5326'37.5 FT (11.4 M) N OF THE CENTERLINE OF A RAILROAD TRACK, 90.0 FT
 AA5326'(27.4 M) W OF THE CENTERLINE OF A PRIVATE DRIVE, 66.0 FT (20.1 M) W OF
 AA5326'A RAILROAD CROSS BUCK SIGN ON THE N SIDE OF THE RAILROAD TRACKS, AND
 AA5326'2.0 FT (0.6 M) N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3591 ***********************************************************************
 KY3591  DESIGNATION -  GPS 95
 KY3591  PID         -  KY3591
 KY3591  STATE/COUNTY-  OH/MUSKINGUM
 KY3591  USGS QUAD   -  WILLS CREEK (1994)
 KY3591
 KY3591                         *CURRENT SURVEY CONTROL
 KY3591  ___________________________________________________________________
 KY3591* NAD 83(1995)-  40 09 14.21255(N)    081 50 41.01649(W)     ADJUSTED  
 KY3591* NAVD 88     -       236.4    (meters)     776.     (feet)  GPS OBS   
 KY3591  ___________________________________________________________________
 KY3591  X           -     692,521.932 (meters)                     COMP
 KY3591  Y           -  -4,832,488.425 (meters)                     COMP
 KY3591  Z           -   4,091,196.145 (meters)                     COMP
 KY3591  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 KY3591  ELLIP HEIGHT-         202.77  (meters)          (10/07/05) GPS OBS
 KY3591  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KY3591
 KY3591  HORZ ORDER  -  FIRST
 KY3591  ELLP ORDER  -  FOURTH    CLASS I
 KY3591
 KY3591.The horizontal coordinates were established by GPS observations
 KY3591.and adjusted by the National Geodetic Survey in April 1998..
 KY3591
 KY3591.The orthometric height was determined by GPS observations and a
 KY3591.high-resolution geoid model.
 KY3591
 KY3591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3591
 KY3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3591
 KY3591.The ellipsoidal height was determined by GPS observations
 KY3591.and is referenced to NAD 83.
 KY3591
 KY3591.The geoid height was determined by GEOID03.
 KY3591
 KY3591;                    North         East     Units Scale Factor Converg.
 KY3591;SPC OH S     -   239,329.429   655,831.409   MT  1.00002609   +0 24 56.8
 KY3591;UTM  17      - 4,445,186.163   428,056.118   MT  0.99966372   -0 32 41.1
 KY3591
 KY3591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3591!SPC OH S     -   0.99996819  x   1.00002609  =   0.99999428
 KY3591!UTM  17      -   0.99996819  x   0.99966372  =   0.99963192
 KY3591
 KY3591                          SUPERSEDED SURVEY CONTROL
 KY3591
 KY3591  ELLIP H (04/01/98)  202.83   (m)                       GP(       ) 4 1
 KY3591  NAD 83(1986)-  40 09 14.21937(N)    081 50 41.02415(W) AD(       ) 1
 KY3591
 KY3591.Superseded values are not recommended for survey control.
 KY3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3591.See file dsdata.txt to determine how the superseded data were derived.
 KY3591
 KY3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2805645186(NAD 83)
 KY3591_MARKER: DD = SURVEY DISK
 KY3591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3591_SP_SET: CONCRETE POST
 KY3591_STAMPING: GPS 95
 KY3591_MARK LOGO: OH-119
 KY3591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KY3591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3591+STABILITY: SURFACE MOTION
 KY3591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3591+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1992
 KY3591
 KY3591  HISTORY     - Date     Condition        Report By
 KY3591  HISTORY     - 1992     MONUMENTED       OH-119
 KY3591  HISTORY     - 19921217 GOOD             OH-119
 KY3591
 KY3591                          STATION DESCRIPTION
 KY3591
 KY3591'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992
 KY3591'THE STATION IS LOCATED IN MUSKINGUM COUNTY NEAR THE WILLS CREEK LAKE
 KY3591'DAM.
 KY3591'TO REACH THE STATION FROM THE DAM PROCEED EAST 0.25 MILEALONG THE DAM
 KY3591'ROAD TO THE STATION ON THE RIGHT.
 KY3591'THE STATION IS A MUSKINGUM COUNTY SURVEY DISK SET IN CONCRETE FLUSH
 KY3591'WITH THE GROUND.  THE STATION IS 19.0 FEETSOUTH OF THE CENTER OF THE
 KY3591'ROAD, 43.7 FEETSOUTHEAST OF A NAIL SET IN A WOODEN FENCE POST, AND
 KY3591'46.0 FEETSOUTHWEST OF A NAIL SET IN A WOODEN FENCE POST.
 KY3591
 KY3591                          STATION RECOVERY (1992)
 KY3591
 KY3591'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 KY3591'THE STATION IS IN THE NW 1/4 OF SECTION 2, TOWNSHIP 3, RANGE 6, ADAMS
 KY3591'TOWNSHIP, ABOUT 9 MI (14.5 KM) ENE OF DRESDEN, 12 MI (19.3 KM) NW OF
 KY3591'NEW CONCORD AND 6 MI (9.7 KM) N OF ADAMSVILLE.
 KY3591' 
 KY3591'TO REACH FROM ADAMSVILLE AT THE INTERSECTION OF STATE ROUTES 93 AND
 KY3591'208, GO 2.30 MI (3.70 KM) N ON STATE ROUTE 208 TO THE JUNCTION OF
 KY3591'EDGEMOOR ROAD (COUNTY ROAD 12), TURN RIGHT ONTO EDGEMOOR ROAD NE FOR
 KY3591'2.80 MI (4.51 KM) TO FERNCLIFF ROAD (COUNTY ROAD 14), TURN LEFT ONTO
 KY3591'FERNCLIFF ROAD N FOR 2.30 MI (3.70 KM) TO THE JUNCTION OF WILLS CREEK
 KY3591'ROAD (TOWNSHIP ROAD 431) AND THE WILLS CREEK LAKE, BEAR LEFT AND
 KY3591'CONTINUE ON FERNCLIFF ROAD N FOR 1.00 MI (1.61 KM) TO THE COSHOCTON
 KY3591'AND MUSKINGUM COUNTY LINE, CONTINUE N ON COSHOCTON COUNTY ROAD 274 FOR
 KY3591'0.12 MI (0.19 KM) TO THE WILLS CREEK LAKE DAM, TURN RIGHT AND GO
 KY3591'ACROSS THE TOP OF THE DAM ON WILLS VALLEY ROAD (TOWNSHIP ROAD 463) SE
 KY3591'FOR 0.42 MI (0.68 KM) TO THE STATION ON THE RIGHT AT THE ENTRANCE OF
 KY3591'THE SPILLWAY FOR THE DAM.
 KY3591' 
 KY3591'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 KY3591'MONUMENT.  IT IS 18.0 FT (5.5 M) SSW OF THE CENTERLINE OF WILLS VALLEY
 KY3591'ROAD AND 1.0 FT (0.3 M) NE OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5327 ***********************************************************************
 AA5327  DESIGNATION -  GPS 96
 AA5327  PID         -  AA5327
 AA5327  STATE/COUNTY-  OH/MUSKINGUM
 AA5327  USGS QUAD   -  WILLS CREEK (1994)
 AA5327
 AA5327                         *CURRENT SURVEY CONTROL
 AA5327  ___________________________________________________________________
 AA5327* NAD 83(1995)-  40 09 09.42217(N)    081 47 54.66552(W)     ADJUSTED  
 AA5327* NAVD 88     -       234.3    (meters)     769.     (feet)  GPS OBS   
 AA5327  ___________________________________________________________________
 AA5327  X           -     696,432.438 (meters)                     COMP
 AA5327  Y           -  -4,832,021.087 (meters)                     COMP
 AA5327  Z           -   4,091,081.882 (meters)                     COMP
 AA5327  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AA5327  ELLIP HEIGHT-         200.71  (meters)          (10/07/05) GPS OBS
 AA5327  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AA5327
 AA5327  HORZ ORDER  -  FIRST
 AA5327  ELLP ORDER  -  FOURTH    CLASS I
 AA5327
 AA5327.The horizontal coordinates were established by GPS observations
 AA5327.and adjusted by the National Geodetic Survey in April 1998..
 AA5327
 AA5327.The orthometric height was determined by GPS observations and a
 AA5327.high-resolution geoid model.
 AA5327
 AA5327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5327
 AA5327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5327
 AA5327.The ellipsoidal height was determined by GPS observations
 AA5327.and is referenced to NAD 83.
 AA5327
 AA5327.The geoid height was determined by GEOID03.
 AA5327
 AA5327;                    North         East     Units Scale Factor Converg.
 AA5327;SPC OH S     -   239,211.255   659,769.604   MT  1.00002578   +0 26 42.4
 AA5327;UTM  17      - 4,445,002.072   431,990.340   MT  0.99965694   -0 30 53.7
 AA5327
 AA5327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5327!SPC OH S     -   0.99996851  x   1.00002578  =   0.99999429
 AA5327!UTM  17      -   0.99996851  x   0.99965694  =   0.99962547
 AA5327
 AA5327                          SUPERSEDED SURVEY CONTROL
 AA5327
 AA5327  ELLIP H (04/01/98)  200.77   (m)                       GP(       ) 4 1
 AA5327  NAD 83(1986)-  40 09 09.42865(N)    081 47 54.67311(W) AD(       ) 1
 AA5327
 AA5327.Superseded values are not recommended for survey control.
 AA5327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5327.See file dsdata.txt to determine how the superseded data were derived.
 AA5327
 AA5327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3199045002(NAD 83)
 AA5327_MARKER: DD = SURVEY DISK
 AA5327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5327_STAMPING: GPS 96
 AA5327_MARK LOGO: OH-119
 AA5327_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5327+STABILITY: SURFACE MOTION
 AA5327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5327+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5327
 AA5327  HISTORY     - Date     Condition        Report By
 AA5327  HISTORY     - 1992     MONUMENTED       OH-119
 AA5327
 AA5327                          STATION DESCRIPTION
 AA5327
 AA5327'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5327'THE STATION IS IN NE 1/4 OF SECTION 5, TOWNSHIP 3, RANGE 5, MONROE
 AA5327'TOWNSHIP, ABOUT 18 MI (29.0 KM) NE OF ZANESVILLE AND 11 MI (17.7 KM)
 AA5327'NW OF NEW CONCORD.
 AA5327' 
 AA5327'TO REACH FROM NEW CONCORD AT THE INTERSECTION OF US 40 AND STATE ROUTE
 AA5327'83, GO 4.55 MI (7.32 KM) N ON STATE ROUTE 83 TO THE JUNCTION OF STATE
 AA5327'ROUTE 209 IN THE VILLAGE OF BLOOMFIELD, CONTINUE N ON STATE ROUTE 83
 AA5327'FOR 5.40 MI (8.69 KM) TO THE JUNCTIN OF STATE ROUTE 93, CONTINUE N ON
 AA5327'THE OVERLAPPING STATE ROUTES 83 AND 93 FOR 0.30 MI (0.48 KM) TO THE
 AA5327'JUNCTION WHERE STATE ROUTES 83 AND 93 SPLIT IN THE VILLAGE OF OTSEGO,
 AA5327'TURN LEFT ONTO STATE ROUTE 83 NW FOR 3.15 MI (5.07 KM) TO THE STATION
 AA5327'ON THE RIGHT 0.15 MI (0.24 KM) S OF THE COSHOCTON AND MUSKINGUM COUNTY
 AA5327'LINE.
 AA5327' 
 AA5327'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5327'MONUMENT.  IT IS 129.5 FT (39.5 M) S OF THE CENTERLINE OF A DRIVE
 AA5327'GOING TO THE WILLS CREEK LAUNCHING RAMP, 35.0 FT (10.7 M) E OF THE
 AA5327'CENTERLINE STATE ROUTES 83, AND 1.2 FT (0.4 M) E OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5328 ***********************************************************************
 AA5328  DESIGNATION -  GPS 97
 AA5328  PID         -  AA5328
 AA5328  STATE/COUNTY-  OH/MUSKINGUM
 AA5328  USGS QUAD   -  PLAINFIELD (1994)
 AA5328
 AA5328                         *CURRENT SURVEY CONTROL
 AA5328  ___________________________________________________________________
 AA5328* NAD 83(1995)-  40 09 08.73285(N)    081 43 16.08337(W)     ADJUSTED  
 AA5328* NAVD 88     -       246.1    (meters)     807.     (feet)  GPS OBS   
 AA5328  ___________________________________________________________________
 AA5328  X           -     702,961.212 (meters)                     COMP
 AA5328  Y           -  -4,831,098.492 (meters)                     COMP
 AA5328  Z           -   4,091,073.175 (meters)                     COMP
 AA5328  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AA5328  ELLIP HEIGHT-         212.41  (meters)          (10/07/05) GPS OBS
 AA5328  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AA5328
 AA5328  HORZ ORDER  -  FIRST
 AA5328  ELLP ORDER  -  FOURTH    CLASS I
 AA5328
 AA5328.The horizontal coordinates were established by GPS observations
 AA5328.and adjusted by the National Geodetic Survey in April 1998..
 AA5328
 AA5328.The orthometric height was determined by GPS observations and a
 AA5328.high-resolution geoid model.
 AA5328
 AA5328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5328
 AA5328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5328
 AA5328.The ellipsoidal height was determined by GPS observations
 AA5328.and is referenced to NAD 83.
 AA5328
 AA5328.The geoid height was determined by GEOID03.
 AA5328
 AA5328;                    North         East     Units Scale Factor Converg.
 AA5328;SPC OH S     -   239,244.040   666,363.112   MT  1.00002574   +0 29 39.1
 AA5328;UTM  17      - 4,444,924.455   438,581.006   MT  0.99964644   -0 27 54.1
 AA5328
 AA5328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5328!SPC OH S     -   0.99996668  x   1.00002574  =   0.99999242
 AA5328!UTM  17      -   0.99996668  x   0.99964644  =   0.99961313
 AA5328
 AA5328                          SUPERSEDED SURVEY CONTROL
 AA5328
 AA5328  ELLIP H (04/01/98)  212.47   (m)                       GP(       ) 4 1
 AA5328  NAD 83(1986)-  40 09 08.73928(N)    081 43 16.09069(W) AD(       ) 1
 AA5328
 AA5328.Superseded values are not recommended for survey control.
 AA5328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5328.See file dsdata.txt to determine how the superseded data were derived.
 AA5328
 AA5328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3858144924(NAD 83)
 AA5328_MARKER: DD = SURVEY DISK
 AA5328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5328_STAMPING: GPS 97
 AA5328_MARK LOGO: OH-119
 AA5328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5328+STABILITY: SURFACE MOTION
 AA5328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5328+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5328
 AA5328  HISTORY     - Date     Condition        Report By
 AA5328  HISTORY     - 1992     MONUMENTED       OH-119
 AA5328
 AA5328                          STATION DESCRIPTION
 AA5328
 AA5328'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5328'THE STATION IS IN THE NE 1/4 OF SECTION 1, TOWNSHIP 3, RANGE 5, MONROE
 AA5328'TOWNSHIP, ABOUT 22 MI (35.4 KM) NE OF ZANESVILLE, 15 MI (24.1 KM) NW
 AA5328'OF CAMBRIDGE AND 12 MI (19.3 KM) NE OF ADAMSVILLE.
 AA5328' 
 AA5328'TO REACH FROM ADAMSVILLE AT THE INTERSECTION OF STATE ROUTES 93 AND
 AA5328'208, GO 7.70 MI (12.39 KM) ENE ON STATE ROUTE 93 TO THE JUNCTION OF
 AA5328'STATE ROUTE 83, TURN LEFT ON THE OVERLAPPING STATE ROUTES 83 AND 93 N
 AA5328'FOR 0.30 MI (0.48 KM) TO THE JUNCTION WHERE STATE ROUTES 83 AND 93
 AA5328'SPLIT, CONTINUE NNE ON STATE ROUTE 93 FOR 3.65 MI (5.87 KM) TO THE
 AA5328'JUNCTION OF STATE ROUTE 662, TURN RIGHT ON STATE ROUTE 662 ESE FOR
 AA5328'0.41 MI (0.66 KM) TO THE STATION ON THE LEFT.
 AA5328' 
 AA5328'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5328'MONUMENT.
 AA5328' 
 AA5328'IT IS 25.5 FT (7.8 M) NE OF THE CENTERLINE OF STATE ROUTE 662, 41.3 FT
 AA5328'(12.6 M) NW OF A POWER POLE, 14.0 FT (4.3 M) E OF THE COSHOCTON COUNTY
 AA5328'AND MUSKINGUM COUNTY LINE ROAD SIGN, AND 1.1 FT (0.3 M) SW OF WITNESS
 AA5328'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5329 ***********************************************************************
 AA5329  DESIGNATION -  GPS 98
 AA5329  PID         -  AA5329
 AA5329  STATE/COUNTY-  OH/MUSKINGUM
 AA5329  USGS QUAD   -  PLAINFIELD (1994)
 AA5329
 AA5329                         *CURRENT SURVEY CONTROL
 AA5329  ___________________________________________________________________
 AA5329* NAD 83(1995)-  40 07 35.62501(N)    081 43 12.42512(W)     ADJUSTED  
 AA5329* NAVD 88     -       248.3    (meters)     815.     (feet)  GPS OBS   
 AA5329  ___________________________________________________________________
 AA5329  X           -     703,313.755 (meters)                     COMP
 AA5329  Y           -  -4,832,919.792 (meters)                     COMP
 AA5329  Z           -   4,088,879.134 (meters)                     COMP
 AA5329  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AA5329  ELLIP HEIGHT-         214.66  (meters)          (10/07/05) GPS OBS
 AA5329  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AA5329
 AA5329  HORZ ORDER  -  FIRST
 AA5329  ELLP ORDER  -  FOURTH    CLASS I
 AA5329
 AA5329.The horizontal coordinates were established by GPS observations
 AA5329.and adjusted by the National Geodetic Survey in April 1998..
 AA5329
 AA5329.The orthometric height was determined by GPS observations and a
 AA5329.high-resolution geoid model.
 AA5329
 AA5329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5329
 AA5329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5329
 AA5329.The ellipsoidal height was determined by GPS observations
 AA5329.and is referenced to NAD 83.
 AA5329
 AA5329.The geoid height was determined by GEOID03.
 AA5329
 AA5329;                    North         East     Units Scale Factor Converg.
 AA5329;SPC OH S     -   236,373.039   666,474.497   MT  1.00001978   +0 29 41.5
 AA5329;UTM  17      - 4,442,053.073   438,644.295   MT  0.99964634   -0 27 50.8
 AA5329
 AA5329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5329!SPC OH S     -   0.99996633  x   1.00001978  =   0.99998611
 AA5329!UTM  17      -   0.99996633  x   0.99964634  =   0.99961268
 AA5329
 AA5329                          SUPERSEDED SURVEY CONTROL
 AA5329
 AA5329  ELLIP H (04/01/98)  214.72   (m)                       GP(       ) 4 1
 AA5329  NAD 83(1986)-  40 07 35.63143(N)    081 43 12.43241(W) AD(       ) 1
 AA5329
 AA5329.Superseded values are not recommended for survey control.
 AA5329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5329.See file dsdata.txt to determine how the superseded data were derived.
 AA5329
 AA5329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME3864442053(NAD 83)
 AA5329_MARKER: DD = SURVEY DISK
 AA5329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5329_STAMPING: GPS 98
 AA5329_MARK LOGO: OH-119
 AA5329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5329+STABILITY: SURFACE MOTION
 AA5329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5329+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5329
 AA5329  HISTORY     - Date     Condition        Report By
 AA5329  HISTORY     - 1992     MONUMENTED       OH-119
 AA5329
 AA5329                          STATION DESCRIPTION
 AA5329
 AA5329'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5329'THE STATION IS IN THE SE 1/4 OF SECTION 10, TOWNSHIP 3, RANGE 5,
 AA5329'MONROE TOWNSHIP, ABOUT 20 MI (32.2 KM) NE OF ZANESVILLE AND 9 MI (14.5
 AA5329'KM) N OF NEW CONCORD.
 AA5329' 
 AA5329'THE REACH FROM NEW CONCORD AT THE INTERSECTION OF US 40 AND STATE
 AA5329'ROUTE 83, GO 4.55 MI (7.32 KM) N ON STATE ROUTE 83 TO THE JUNCTION OF
 AA5329'STATE ROUTE 209 IN THE VILLAGE OF BLOOMFIELD, CONINTUE NO ON STATE
 AA5329'ROUTE 83 FOR 5.40 MI (8.69 KM) TO THE JUNCTION OF STATE ROUTE 93,
 AA5329'CONINTUE N ON THE OVERLAPPING STATE ROUTES 83 AND 93 FOR 0.30 MI (0.48
 AA5329'KM) TO THE JUNCTION WHERE STATE ROUTES 83 AND 93 SPLIT IN THE VILLAGE
 AA5329'OF OTSEGO, BEAR RIGHT ONTO STATE ROUTE 93 NE FOR 1.75 MI (2.82 KM) TO
 AA5329'THE JUNCTION OF HOUTS ROAD (TOWNSHIP ROAD 173), TURN RIGHT ONTO HOUTS
 AA5329'ROAD E FOR 0.60 MI (0.97 KM) TO THE JUNCTION OF POSSUM HOLLOW ROAD
 AA5329'(TOWNSHIP ROAD 646), TURN RIGHT ONTO POSSUM HOLLOW ROAD SE FOR 0.70 MI
 AA5329'(1.13 KM) TO THE JUNCTION OF WATERS LANE (TOWNSHIP ROAD 174), TURN
 AA5329'RIGHT ONTO WATERS LANE SW FOR 200 FT (61.0 M) TO THE STATION ON THE
 AA5329'LEFT.
 AA5329' 
 AA5329'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER FLUSH CONCRETE
 AA5329'MONUMENT.  IT IS 19.0 FT (5.8 M) SE OF THE CENTERLINE OF WATERS LANE,
 AA5329'290.0 FT (88.4 M) SW OF THE CENTERLINE INTERSECTIONS OF POSSUM HOLLOW
 AA5329'ROAD AND WATERS LANE, 155.0 FT (47.2 M) SW OF A CULVERT UNDER WATERS
 AA5329'LANE AND 1.2 FT (0.4 M) NW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AA5330 ***********************************************************************
 AA5330  DESIGNATION -  GPS 99
 AA5330  PID         -  AA5330
 AA5330  STATE/COUNTY-  OH/MUSKINGUM
 AA5330  USGS QUAD   -  TOBOSO (1978)
 AA5330
 AA5330                         *CURRENT SURVEY CONTROL
 AA5330  ___________________________________________________________________
 AA5330* NAD 83(1995)-  40 05 27.84789(N)    082 11 28.34815(W)     ADJUSTED  
 AA5330* NAVD 88     -       240.6    (meters)     789.     (feet)  GPS OBS   
 AA5330  ___________________________________________________________________
 AA5330  X           -     663,898.005 (meters)                     COMP
 AA5330  Y           -  -4,841,048.663 (meters)                     COMP
 AA5330  Z           -   4,085,859.731 (meters)                     COMP
 AA5330  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AA5330  ELLIP HEIGHT-         206.80  (meters)          (10/07/05) GPS OBS
 AA5330  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 AA5330
 AA5330  HORZ ORDER  -  FIRST
 AA5330  ELLP ORDER  -  FOURTH    CLASS I
 AA5330
 AA5330.The horizontal coordinates were established by GPS observations
 AA5330.and adjusted by the National Geodetic Survey in October 2005..
 AA5330
 AA5330.The orthometric height was determined by GPS observations and a
 AA5330.high-resolution geoid model.
 AA5330
 AA5330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5330
 AA5330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5330
 AA5330.The ellipsoidal height was determined by GPS observations
 AA5330.and is referenced to NAD 83.
 AA5330
 AA5330.The geoid height was determined by GEOID03.
 AA5330
 AA5330;                    North         East     Units Scale Factor Converg.
 AA5330;SPC OH S     -   232,189.842   626,334.155   MT  1.00001193   +0 11 45.4
 AA5330;UTM  17      - 4,438,544.921   398,452.802   MT  0.99972694   -0 46 02.0
 AA5330
 AA5330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5330!SPC OH S     -   0.99996756  x   1.00001193  =   0.99997949
 AA5330!UTM  17      -   0.99996756  x   0.99972694  =   0.99969451
 AA5330
 AA5330                          SUPERSEDED SURVEY CONTROL
 AA5330
 AA5330  NAD 83(1995)-  40 05 27.84744(N)    082 11 28.34749(W) AD(       ) 1
 AA5330  ELLIP H (04/01/98)  206.85   (m)                       GP(       ) 4 1
 AA5330  NAD 83(1986)-  40 05 27.85264(N)    082 11 28.35675(W) AD(       ) 1
 AA5330
 AA5330.Superseded values are not recommended for survey control.
 AA5330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5330.See file dsdata.txt to determine how the superseded data were derived.
 AA5330
 AA5330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9845338545(NAD 83)
 AA5330_MARKER: DD = SURVEY DISK
 AA5330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5330_STAMPING: GPS 99
 AA5330_MARK LOGO: OH-119
 AA5330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5330+STABILITY: SURFACE MOTION
 AA5330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5330+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5330
 AA5330  HISTORY     - Date     Condition        Report By
 AA5330  HISTORY     - 1992     MONUMENTED       OH-119
 AA5330
 AA5330                          STATION DESCRIPTION
 AA5330
 AA5330'DESCRIBED BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 AA5330'THE STATION IS IN THE NW CORNER OF TWP 2, RANGE 9, LICKING TOWNSHIP,
 AA5330'ABOUT 14 MI (22.5 KM) NW OF ZANESVILLE AND ABOUT 4.5 MI (7.2 KM) SW OF
 AA5330'FRAZEYSBURG AT THE INTERSECTION OF THE LICKING COUNTY AND MUSKINGUM
 AA5330'COUNTY LINE AND STATE ROUTE 16.
 AA5330' 
 AA5330'TO REACH FROM THE POST OFFICE IN FRAZEYSBURG LOCATED ON STATE STREET,
 AA5330'GO 140 FT (42.7 M) N ON STATE STREET TO THE JUNCTION OF STATE ROUTE
 AA5330'16, TURN LEFT ON STATE ROUTE 16 WSW FOR 4.75 MI (7.64 KM) TO THE
 AA5330'STATION ON THE RIGHT AT THE COUNTY LINE.
 AA5330' 
 AA5330'THE DISK IS SET IN A 0.7 FT (21.3 CM) DIAMETER CONCRETE MONUMENT 0.6
 AA5330'FT (18.3 CM) BELOW GROUND SURFACE.
 AA5330' 
 AA5330'IT IS 32.0 FT (9.8 M) WNW OF THE CENTERLINE OF STATE ROUTE 16, 14.0 FT
 AA5330'(4.3 M) S OF THE CENTER OF A CONCRETE ANCHOR PAD FOR THE END OF A
 AA5330'GUARDRAIL, 25.6 FT (7.8 M) NNE OF A ROAD SIGN MARKING THE COUNTY LINE
 AA5330'AND 25.6 FT (7.8 M) NNE OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6038 ***********************************************************************
 AB6038  CBN         -  This is a Cooperative Base Network Control Station.
 AB6038  PACS        -  This is a Primary Airport Control Station.
 AB6038  DESIGNATION -  GQQ A
 AB6038  PID         -  AB6038
 AB6038  STATE/COUNTY-  OH/CRAWFORD
 AB6038  USGS QUAD   -  CRESTLINE (1982)
 AB6038
 AB6038                         *CURRENT SURVEY CONTROL
 AB6038  ___________________________________________________________________
 AB6038* NAD 83(1995)-  40 45 01.57946(N)    082 43 45.69024(W)     ADJUSTED  
 AB6038* NAVD 88     -       371.45   (meters)    1218.7    (feet)  GPS OBS   
 AB6038  ___________________________________________________________________
 AB6038  X           -     612,404.013 (meters)                     COMP
 AB6038  Y           -  -4,800,074.875 (meters)                     COMP
 AB6038  Z           -   4,141,687.757 (meters)                     COMP
 AB6038  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 AB6038  ELLIP HEIGHT-         337.37  (meters)          (03/08/05) GPS OBS
 AB6038  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 AB6038
 AB6038  HORZ ORDER  -  B
 AB6038  ELLP ORDER  -  FOURTH    CLASS II
 AB6038
 AB6038.This mark is at Galion Municipal Airport (GQQ)
 AB6038
 AB6038.The horizontal coordinates were established by GPS observations
 AB6038.and adjusted by the National Geodetic Survey in August 1996..
 AB6038
 AB6038.The orthometric height was determined by GPS observations and a
 AB6038.high-resolution geoid model.
 AB6038
 AB6038.GPS derived orthometric heights for airport stations designated as
 AB6038.PACS or SACS are published to 2 decimal places.  This maintains
 AB6038.centimeter relative accuracy between the PACS and SACS.  It does
 AB6038.not indicate centimeter accuracy relative to other marks which are
 AB6038.part of the NAVD 88 network.
 AB6038
 AB6038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6038
 AB6038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6038
 AB6038.The ellipsoidal height was determined by GPS observations
 AB6038.and is referenced to NAD 83.
 AB6038
 AB6038.The geoid height was determined by GEOID03.
 AB6038
 AB6038;                    North         East     Units Scale Factor Converg.
 AB6038;SPC OH N     -   120,373.914   580,631.193   MT  0.99995439   -0 09 02.4
 AB6038;UTM  17      - 4,512,492.432   354,007.793   MT  0.99986234   -1 07 44.6
 AB6038
 AB6038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6038!SPC OH N     -   0.99994708  x   0.99995439  =   0.99990147
 AB6038!UTM  17      -   0.99994708  x   0.99986234  =   0.99980943
 AB6038
 AB6038|---------------------------------------------------------------------|
 AB6038| PID    Reference Object                     Distance      Geod. Az  |
 AB6038|                                                           dddmmss.s |
 AB6038| KZ1936 CRESTLINE                           352.521 METERS 08116     |
 AB6038| KZ1237 R 268                               168.743 METERS 15155     |
 AB6038|---------------------------------------------------------------------|
 AB6038
 AB6038                          SUPERSEDED SURVEY CONTROL
 AB6038
 AB6038  ELLIP H (08/20/96)  337.39   (m)                       GP(       ) 4 2
 AB6038
 AB6038.Superseded values are not recommended for survey control.
 AB6038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6038.See file dsdata.txt to determine how the superseded data were derived.
 AB6038
 AB6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5400812492(NAD 83)
 AB6038_MARKER: I = METAL ROD
 AB6038_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6038_STAMPING: FAA GQQ A 1995
 AB6038_MARK LOGO: OHDT  
 AB6038_PROJECTION: FLUSH
 AB6038_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6038+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1995
 AB6038_ROD/PIPE-DEPTH: 10.4 meters
 AB6038_SLEEVE-DEPTH  : 0.90 meters
 AB6038
 AB6038  HISTORY     - Date     Condition        Report By
 AB6038  HISTORY     - 1995     MONUMENTED       OHDT
 AB6038  HISTORY     - 19951003 GOOD             NGS
 AB6038
 AB6038                          STATION DESCRIPTION
 AB6038
 AB6038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6038'NOTE--THIS IS THE PAC STATION.  NOTE--AIRPORT PHONE WILL BE CHANGED IN
 AB6038'SEPTEMBER 1995.  CITY HALL PHONE IS 419-468-2818.  THE STATION IS
 AB6038'LOCATED ABOUT 17 KM (10.55 MI) WEST OF MANSFIELD, 5 KM (3.10 MI)
 AB6038'NORTHEAST OF GALION AT THE GALION MUNICIPAL AIRPORT, ON A LOW HILL
 AB6038'ALONG AIRPORT ROAD, AND NEAR THE WEST EDGE OF THE AIRFIELD.
 AB6038'OWNERSHIP--CITY OF GALION, 8240 STATE HIGHWAY 309, GALION, OH. 44833.
 AB6038'AIRPORT MANAGER IS WILLIAM FISHER.  PHONE 419-468-3335.  TO REACH FROM
 AB6038'THE JUNCTION OF STATE HIGHWAYS 61 AND 309 NORTHEAST OF GALION) , GO
 AB6038'NORTHEAST ON HIGHWAY 309 FOR 0.6 KM (0.35 MI) TO AIRPORT ROAD ON THE
 AB6038'LEFT.  TURN LEFT, NORTH AND NORTHEAST, ON AIRPORT ROAD FOR 0.3 KM
 AB6038'(0.20 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE
 AB6038'TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED 90 CM
 AB6038'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB6038'CONCRETE SET FLUSH WITH THE GROUND.  IT IS ABOUT 75 M (246.1 FT)
 AB6038'WEST-SOUTHWEST ACROSS A GRASSY FIELD FROM A SMALL FENCED IN
 AB6038'SUBSTATION, 22.9 M (75.1 FT) SOUTHEAST OF, AND ABOUT 1.5 M (4.9 FT)
 AB6038'HIGHER THAN THE CENTER OF AIRPORT ROAD, AND 0.9 M (3.0 FT) NORTH OF A
 AB6038'FIBERGLASS WITNESS POST.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A
 AB6038'CRITERIA.  DESCRIBED BY OHDOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1164 ***********************************************************************
 KY1164  DESIGNATION -  GR 1
 KY1164  PID         -  KY1164
 KY1164  STATE/COUNTY-  OH/MAHONING
 KY1164  USGS QUAD   -  SALEM (1994)
 KY1164
 KY1164                         *CURRENT SURVEY CONTROL
 KY1164  ___________________________________________________________________
 KY1164* NAD 83(1986)-  40 55 47.     (N)    080 51 23.     (W)     SCALED    
 KY1164* NAVD 88     -       368.860  (meters)    1210.17   (feet)  ADJUSTED  
 KY1164  ___________________________________________________________________
 KY1164  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY1164  DYNAMIC HT  -         368.685 (meters)    1209.59  (feet)  COMP
 KY1164  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 KY1164
 KY1164  VERT ORDER  -  SECOND    CLASS 0
 KY1164
 KY1164.The horizontal coordinates were scaled from a topographic map and have
 KY1164.an estimated accuracy of +/- 6 seconds.
 KY1164
 KY1164.The orthometric height was determined by differential leveling
 KY1164.and adjusted by the National Geodetic Survey in June 1991..
 KY1164
 KY1164.The geoid height was determined by GEOID03.
 KY1164
 KY1164.The dynamic height is computed by dividing the NAVD 88
 KY1164.geopotential number by the normal gravity value computed on the
 KY1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1164.degrees latitude (g = 980.6199 gals.).
 KY1164
 KY1164.The modeled gravity was interpolated from observed gravity values.
 KY1164
 KY1164;                    North         East    Units  Estimated Accuracy
 KY1164;SPC OH N     -   141,560.      738,420.      MT  (+/- 180 meters Scaled)
 KY1164
 KY1164                          SUPERSEDED SURVEY CONTROL
 KY1164
 KY1164  NGVD 29 (??/??/92)  369.011  (m)         1210.66   (f) ADJ UNCH    2 0
 KY1164
 KY1164.Superseded values are not recommended for survey control.
 KY1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1164.See file dsdata.txt to determine how the superseded data were derived.
 KY1164
 KY1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF120309(NAD 83)
 KY1164_MARKER: DD = SURVEY DISK
 KY1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1164_STAMPING: GR 1
 KY1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1164+STABILITY: SURFACE MOTION
 KY1164
 KY1164  HISTORY     - Date     Condition        Report By
 KY1164  HISTORY     - UNK      MONUMENTED       OH-099
 KY1164  HISTORY     - 1950     GOOD             NGS
 KY1164
 KY1164                          STATION DESCRIPTION
 KY1164
 KY1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1164'2.3 MI NW FROM SALEM.
 KY1164'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 KY1164'IN THE CITY OF SALEM, THENCE ABOUT 2.1 MILES NORTH ALONG
 KY1164'ELLSWORTH AVE. AND STATE HIGHWAY 45, AT THE INTERSECTION OF THE
 KY1164'CENTERLINE OF STATE HIGHWAY 45 AND THE CENTERLINE OF SEBRING PINE
 KY1164'LAKE ROAD.  A MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST
 KY1164'CONCRETE POST, WHICH IS SET IN A CAST IRON WELL AND COVERED WITH
 KY1164'A CAST IRON COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8
 KY1164'INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1706 ***********************************************************************
 JY1706  DESIGNATION -  GR 20
 JY1706  PID         -  JY1706
 JY1706  STATE/COUNTY-  OH/FAIRFIELD
 JY1706  USGS QUAD   -  CARROLL (1994)
 JY1706
 JY1706                         *CURRENT SURVEY CONTROL
 JY1706  ___________________________________________________________________
 JY1706* NAD 83(1995)-  39 47 41.51090(N)    082 42 07.12297(W)     ADJUSTED  
 JY1706* NAVD 88     -       251.9    (meters)     826.     (feet)  VERTCON   
 JY1706  ___________________________________________________________________
 JY1706  X           -     623,399.475 (meters)                     COMP
 JY1706  Y           -  -4,867,727.939 (meters)                     COMP
 JY1706  Z           -   4,060,650.769 (meters)                     COMP
 JY1706  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 JY1706  ELLIP HEIGHT-         217.79  (meters)          (10/07/05) GPS OBS
 JY1706  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JY1706
 JY1706  HORZ ORDER  -  FIRST
 JY1706  ELLP ORDER  -  FOURTH    CLASS I
 JY1706
 JY1706.The horizontal coordinates were established by GPS observations
 JY1706.and adjusted by the National Geodetic Survey in April 1998..
 JY1706
 JY1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1706
 JY1706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1706
 JY1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1706
 JY1706.The ellipsoidal height was determined by GPS observations
 JY1706.and is referenced to NAD 83.
 JY1706
 JY1706.The geoid height was determined by GEOID03.
 JY1706
 JY1706;                    North         East     Units Scale Factor Converg.
 JY1706;SPC OH S     -   199,276.014   582,701.447   MT  0.99996152   -0 07 41.4
 JY1706;UTM  17      - 4,406,375.005   354,281.898   MT  0.99986142   -1 05 22.3
 JY1706
 JY1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1706!SPC OH S     -   0.99996583  x   0.99996152  =   0.99992736
 JY1706!UTM  17      -   0.99996583  x   0.99986142  =   0.99982726
 JY1706
 JY1706                          SUPERSEDED SURVEY CONTROL
 JY1706
 JY1706  ELLIP H (04/01/98)  217.82   (m)                       GP(       ) 4 1
 JY1706  NAD 83(1986)-  39 47 41.51735(N)    082 42 07.12627(W) AD(       ) 1
 JY1706  NGVD 29 (08/31/92)  252.1    (m)          827.     (f) GPS OBS        
 JY1706
 JY1706.Superseded values are not recommended for survey control.
 JY1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1706.See file dsdata.txt to determine how the superseded data were derived.
 JY1706
 JY1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE5428206375(NAD 83)
 JY1706_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1706_SP_SET: CONCRETE POST
 JY1706_STAMPING: GR 20 1991
 JY1706_MARK LOGO: FCA   
 JY1706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1706+STABILITY: SURFACE MOTION
 JY1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1706+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1706
 JY1706  HISTORY     - Date     Condition        Report By
 JY1706  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1706
 JY1706                          STATION DESCRIPTION
 JY1706
 JY1706'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1706'STATION GR 20 IS LOCATED ON THE WEST SIDE OF GREENFIELD TOWNSHIP IN
 JY1706'FAIRFIELD COUNTY, OHIO ALONG THE MEDIAN OF U.S. HIGHWAY 33 AND EAST
 JY1706'CARROLL-SOUTHERN ROAD. STATION IS 8.0 FT (2.4 M) NORTH OF THE NORTH
 JY1706'EDGE OF PAVEMENT OF U.S. HIGHWAY 33 EAST BOUND LANE, 23.8 SOUTH OF
 JY1706'THE SOUTH EDGE OF PAVEMENT OF U.S. HIGHWAY 33 WEST BOUND LANE AND
 JY1706'77.3 FT (23.6 M) EAST OF THE EAST EDGE OF PAVEMENT OF
 JY1706'CARROLL-SOUTHERN ROAD. MARK IS A CONCRETE MONUMENT WITH ALUMINUM DISK
 JY1706'AND STAMPED FAIRFIELD COUNTY AUDITOR GR 20 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3270 ***********************************************************************
 KY3270  DESIGNATION -  GR 28A
 KY3270  PID         -  KY3270
 KY3270  STATE/COUNTY-  OH/MAHONING
 KY3270  USGS QUAD   -  SALEM (1994)
 KY3270
 KY3270                         *CURRENT SURVEY CONTROL
 KY3270  ___________________________________________________________________
 KY3270* NAD 83(1995)-  40 57 30.46434(N)    080 47 50.04372(W)     ADJUSTED  
 KY3270* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 KY3270  ___________________________________________________________________
 KY3270  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 KY3270  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY3270
 KY3270  HORZ ORDER  -  THIRD
 KY3270
 KY3270.The horizontal coordinates were established by classical geodetic methods
 KY3270.and adjusted by the National Geodetic Survey in April 1998..
 KY3270
 KY3270.The orthometric height was scaled from a topographic map.
 KY3270
 KY3270.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3270
 KY3270.The geoid height was determined by GEOID03.
 KY3270
 KY3270;                    North         East     Units Scale Factor Converg.
 KY3270;SPC OH N     -   144,847.724   743,334.832   MT  0.99994095   +1 07 07.1
 KY3270;UTM  17      - 4,534,165.794   517,063.607   MT  0.99960358   +0 07 58.5
 KY3270
 KY3270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3270!SPC OH N     -   0.99994479  x   0.99994095  =   0.99988575
 KY3270!UTM  17      -   0.99994479  x   0.99960358  =   0.99954840
 KY3270
 KY3270:                Primary Azimuth Mark                     Grid Az
 KY3270:SPC OH N     -  GREENFORD                                185 05 35.5
 KY3270:UTM  17      -  GREENFORD                                186 04 44.1
 KY3270
 KY3270|---------------------------------------------------------------------|
 KY3270| PID    Reference Object                     Distance      Geod. Az  |
 KY3270|                                                           dddmmss.s |
 KY3270| KY3269 GREENFORD                           APPROX. 4.0 KM 1861242.6 |
 KY3270|---------------------------------------------------------------------|
 KY3270
 KY3270                          SUPERSEDED SURVEY CONTROL
 KY3270
 KY3270  NAD 83(1986)-  40 57 30.46927(N)    080 47 50.04774(W) AD(       ) 3
 KY3270  NAD 27      -  40 57 30.25400(N)    080 47 50.75500(W) AD(       ) 3
 KY3270
 KY3270.Superseded values are not recommended for survey control.
 KY3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3270.See file dsdata.txt to determine how the superseded data were derived.
 KY3270
 KY3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1706434166(NAD 83)
 KY3270_MARKER: DD = SURVEY DISK
 KY3270_SETTING: 0 = UNSPECIFIED SETTING
 KY3270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3270
 KY3270  HISTORY     - Date     Condition        Report By
 KY3270  HISTORY     - 1950     MONUMENTED       OH-099
 KY3270  HISTORY     - 20060727 MARK NOT FOUND   GEOCAC
 KY3270
 KY3270                          STATION DESCRIPTION
 KY3270
 KY3270'DESCRIBED BY MAHONING COUNTY OHIO 1950
 KY3270'STATION IS LOCATED IN GREEN TOWNSHIP ABOUT 5.0 MILES NORTHEAST OF
 KY3270'THE CITY OF SALEM, AND ABOUT 5.0 MILES SOUTHWEST OF THE VILLAGE OF
 KY3270'CANFIELD.  IT IS ON THE CENTERLINE OF THE SNODES-NEW
 KY3270'MIDDLETOWN ROAD 926.0 FEET WEST OF THE INTERSECTION OF THE
 KY3270'CENTERLINE OF THE SNODES-NEW MIDDLETOWN ROAD AND THE CENTERLINE OF THE
 KY3270'CANFIELD-LISBON ROAD, ALSO 1296.0 FEET EAST OF THE JUNCTION OF THE
 KY3270'CENTERLINE OF THE SNODES-NEW MIDDLETOWN ROAD AND THE CENTERLINE OF
 KY3270'THE BEAVER CREEK-GREENFORD ROAD.  STATION MARK IS
 KY3270'A STANDARD MAHONING COUNTY ALUMINUM DISK SET IN THE TOP OF A
 KY3270'PRECAST CONCRETE MONUMENT, WHICH IS SET IN A CAST IRON WELL AND
 KY3270'COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.
 KY3270'STATION MARK IS ONE (1) FOOT BELOW THE SURFACE OF THE HIGHWAY AND
 KY3270'IS STAMPED GR 28A. THE AZIMUTH USED WAS THE APEX OF THE
 KY3270'SOUTH END OF THE BARN LOCATED ON THE LANDS OF RALPH E. CALVIN,
 KY3270'WHICH IS IN THE SOUTHWEST CORNER OF THE INTERSECTION
 KY3270'OF THE CANFIELD-LISBON ROAD AND THE SNODES-NEW MIDDLETOWN ROAD,
 KY3270'AND 496.0 FEET SOUTH OF THE CENTERLINE OF THE SNODES-NEW
 KY3270'MIDDLETOWN ROAD.  IT IS SOUTHEAST AND DISTANT ABOUT 900
 KY3270'FEET FROM THE STATION MARK.
 KY3270
 KY3270                          STATION RECOVERY (2006)
 KY3270
 KY3270'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY3270'MEASUREMENTS FELL UNDER PAVEMENT. THERE IS NO EVIDENCE OF A CAST IRON
 KY3270'WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1707 ***********************************************************************
 JY1707  DESIGNATION -  GR 29
 JY1707  PID         -  JY1707
 JY1707  STATE/COUNTY-  OH/FAIRFIELD
 JY1707  USGS QUAD   -  AMANDA (1985)
 JY1707
 JY1707                         *CURRENT SURVEY CONTROL
 JY1707  ___________________________________________________________________
 JY1707* NAD 83(1995)-  39 44 16.60850(N)    082 37 58.12543(W)     ADJUSTED  
 JY1707* NAVD 88     -       256.4    (meters)     841.     (feet)  VERTCON   
 JY1707  ___________________________________________________________________
 JY1707  X           -     629,794.015 (meters)                     COMP
 JY1707  Y           -  -4,870,984.375 (meters)                     COMP
 JY1707  Z           -   4,055,795.897 (meters)                     COMP
 JY1707  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 JY1707  ELLIP HEIGHT-         222.27  (meters)          (10/07/05) GPS OBS
 JY1707  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JY1707
 JY1707  HORZ ORDER  -  FIRST
 JY1707  ELLP ORDER  -  FOURTH    CLASS I
 JY1707
 JY1707.The horizontal coordinates were established by GPS observations
 JY1707.and adjusted by the National Geodetic Survey in April 1998..
 JY1707
 JY1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1707
 JY1707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1707
 JY1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1707
 JY1707.The ellipsoidal height was determined by GPS observations
 JY1707.and is referenced to NAD 83.
 JY1707
 JY1707.The geoid height was determined by GEOID03.
 JY1707
 JY1707;                    North         East     Units Scale Factor Converg.
 JY1707;SPC OH S     -   192,945.764   588,615.901   MT  0.99995491   -0 05 03.4
 JY1707;UTM  17      - 4,399,947.184   360,088.781   MT  0.99984100   -1 02 38.4
 JY1707
 JY1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1707!SPC OH S     -   0.99996513  x   0.99995491  =   0.99992004
 JY1707!UTM  17      -   0.99996513  x   0.99984100  =   0.99980614
 JY1707
 JY1707                          SUPERSEDED SURVEY CONTROL
 JY1707
 JY1707  ELLIP H (04/01/98)  222.28   (m)                       GP(       ) 4 1
 JY1707  NAD 83(1986)-  39 44 16.61481(N)    082 37 58.12937(W) AD(       ) 1
 JY1707  NGVD 29 (08/31/92)  256.6    (m)          842.     (f) GPS OBS        
 JY1707
 JY1707.Superseded values are not recommended for survey control.
 JY1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1707.See file dsdata.txt to determine how the superseded data were derived.
 JY1707
 JY1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD6008999947(NAD 83)
 JY1707_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1707_SP_SET: CONCRETE POST
 JY1707_STAMPING: GR 29 1991
 JY1707_MARK LOGO: FCA   
 JY1707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1707+STABILITY: SURFACE MOTION
 JY1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1707+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JY1707
 JY1707  HISTORY     - Date     Condition        Report By
 JY1707  HISTORY     - 1991     MONUMENTED       WOOLPT
 JY1707
 JY1707                          STATION DESCRIPTION
 JY1707
 JY1707'DESCRIBED BY WOOLPERT CONSULTANTS 1991
 JY1707'STATION GR 29 IS LOCATED ON THE SOUTHEAST SIDE OF GREENFIELD TOWNSHIP
 JY1707'IN FAIRFIELD COUNTY, OHIO ON THE SOUTH SIDE OF U.S. HIGHWAY 33 EAST
 JY1707'BOUND LANE AT THE LANCASTER CORPORATION LINE ACROSS FROM WLOH RADIO
 JY1707'STATION. TO REACH FROM THE INTERSECTION OF U.S HIGHWAY 33 AND ETY
 JY1707'ROAD, GO EAST ALONG U.S HIGHWAY 33 FOR 0.35 MI (0.56 KM) TO THE
 JY1707'STATION. STATION IS 8.7 FT (2.7 M) SOUTH OF THE LANCASTER CORPORATION
 JY1707'LIMIT SIGN 0N THE SOUTH SIDE OF U.S. HWY. 33, 8.7 FT (2.7 M) NORTH OF
 JY1707'A WIRE FENCE LOCATED ON THE SOUTH SIDE OF THE SAID U.S. HWY 33 AND
 JY1707'35.0 FT (10.7 M) SOUTHEAST OF A DROP INLET LOCATED ON THE SOUTH SIDE
 JY1707'OF THE SAID U.S. HWY 33. MARK IS A CONCRETE MONUMENT WITH ALUMINUM
 JY1707'DISK SET 0.1 FT (0.0 M) BELOW GROUND AND STAMPED FAIRFIELD COUNTY
 JY1707'AUDITOR GR 29 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1168 ***********************************************************************
 KY1168  DESIGNATION -  GR 32
 KY1168  PID         -  KY1168
 KY1168  STATE/COUNTY-  OH/MAHONING
 KY1168  USGS QUAD   -  SALEM (1994)
 KY1168
 KY1168                         *CURRENT SURVEY CONTROL
 KY1168  ___________________________________________________________________
 KY1168* NAD 83(1986)-  40 59 17.     (N)    080 45 49.     (W)     SCALED    
 KY1168* NAVD 88     -       344.533  (meters)    1130.36   (feet)  ADJUSTED  
 KY1168  ___________________________________________________________________
 KY1168  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY1168  DYNAMIC HT  -         344.371 (meters)    1129.82  (feet)  COMP
 KY1168  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 KY1168
 KY1168  VERT ORDER  -  SECOND    CLASS 0
 KY1168
 KY1168.The horizontal coordinates were scaled from a topographic map and have
 KY1168.an estimated accuracy of +/- 6 seconds.
 KY1168
 KY1168.The orthometric height was determined by differential leveling
 KY1168.and adjusted by the National Geodetic Survey in June 1991..
 KY1168
 KY1168.The geoid height was determined by GEOID03.
 KY1168
 KY1168.The dynamic height is computed by dividing the NAVD 88
 KY1168.geopotential number by the normal gravity value computed on the
 KY1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1168.degrees latitude (g = 980.6199 gals.).
 KY1168
 KY1168.The modeled gravity was interpolated from observed gravity values.
 KY1168
 KY1168;                    North         East    Units  Estimated Accuracy
 KY1168;SPC OH N     -   148,190.      746,100.      MT  (+/- 180 meters Scaled)
 KY1168
 KY1168                          SUPERSEDED SURVEY CONTROL
 KY1168
 KY1168  NGVD 29 (??/??/92)  344.693  (m)         1130.88   (f) ADJ UNCH    2 0
 KY1168
 KY1168.Superseded values are not recommended for survey control.
 KY1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1168.See file dsdata.txt to determine how the superseded data were derived.
 KY1168
 KY1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF198374(NAD 83)
 KY1168_MARKER: DD = SURVEY DISK
 KY1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1168_STAMPING: GR 32
 KY1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1168+STABILITY: SURFACE MOTION
 KY1168
 KY1168  HISTORY     - Date     Condition        Report By
 KY1168  HISTORY     - UNK      MONUMENTED       OH-099
 KY1168  HISTORY     - 1950     GOOD             NGS
 KY1168  HISTORY     - 20051125 MARK NOT FOUND   GEOCAC
 KY1168
 KY1168                          STATION DESCRIPTION
 KY1168
 KY1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1168'3 MI S FROM CANFIELD.
 KY1168'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 46 FROM ITS JUNCTION
 KY1168'WITH U.S. 224 AT CANFIELD, THENCE ABOUT 0.3 MILE WEST ALONG
 KY1168'WESTERN RESERVE ROAD, AT THE INTERSECTION OF THE CENTERLINE OF
 KY1168'WESTERN RESERVE ROAD AND THE CENTERLINE OF WASHINGTONVILLE-CANFIELD
 KY1168'ROAD.  A MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST CONCRETE
 KY1168'POST, WHICH IS SET IN A CAST IRON WELL AND COVERED WITH A CAST
 KY1168'IRON COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES
 KY1168'BELOW THE SURFACE OF THE HIGHWAY.
 KY1168
 KY1168                          STATION RECOVERY (2005)
 KY1168
 KY1168'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 KY1168'MARK LOCATION IS COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1169 ***********************************************************************
 KY1169  DESIGNATION -  GR 33
 KY1169  PID         -  KY1169
 KY1169  STATE/COUNTY-  OH/MAHONING
 KY1169  USGS QUAD   -  SALEM (1994)
 KY1169
 KY1169                         *CURRENT SURVEY CONTROL
 KY1169  ___________________________________________________________________
 KY1169* NAD 83(1986)-  40 58 20.     (N)    080 45 49.     (W)     SCALED    
 KY1169* NAVD 88     -       359.142  (meters)    1178.29   (feet)  ADJUSTED  
 KY1169  ___________________________________________________________________
 KY1169  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY1169  DYNAMIC HT  -         358.972 (meters)    1177.73  (feet)  COMP
 KY1169  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 KY1169
 KY1169  VERT ORDER  -  SECOND    CLASS 0
 KY1169
 KY1169.The horizontal coordinates were scaled from a topographic map and have
 KY1169.an estimated accuracy of +/- 6 seconds.
 KY1169
 KY1169.The orthometric height was determined by differential leveling
 KY1169.and adjusted by the National Geodetic Survey in June 1991..
 KY1169
 KY1169.The geoid height was determined by GEOID03.
 KY1169
 KY1169.The dynamic height is computed by dividing the NAVD 88
 KY1169.geopotential number by the normal gravity value computed on the
 KY1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1169.degrees latitude (g = 980.6199 gals.).
 KY1169
 KY1169.The modeled gravity was interpolated from observed gravity values.
 KY1169
 KY1169;                    North         East    Units  Estimated Accuracy
 KY1169;SPC OH N     -   146,430.      746,130.      MT  (+/- 180 meters Scaled)
 KY1169
 KY1169                          SUPERSEDED SURVEY CONTROL
 KY1169
 KY1169  NGVD 29 (??/??/92)  359.299  (m)         1178.80   (f) ADJ UNCH    2 0
 KY1169
 KY1169.Superseded values are not recommended for survey control.
 KY1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1169.See file dsdata.txt to determine how the superseded data were derived.
 KY1169
 KY1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF198357(NAD 83)
 KY1169_MARKER: DD = SURVEY DISK
 KY1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1169_STAMPING: GR 33
 KY1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1169+STABILITY: SURFACE MOTION
 KY1169
 KY1169  HISTORY     - Date     Condition        Report By
 KY1169  HISTORY     - UNK      MONUMENTED       OH-099
 KY1169  HISTORY     - 1950     GOOD             NGS
 KY1169
 KY1169                          STATION DESCRIPTION
 KY1169
 KY1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1169'4 MI S FROM CANFIELD.
 KY1169'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 46 FROM ITS JUNCTION
 KY1169'WITH U.S. 224 AT CANFIELD, THENCE ABOUT 0.3 MILE WEST ALONG
 KY1169'WESTERN RESERVE ROAD, THENCE ABOUT 1.0 MILE SOUTH ALONG
 KY1169'WASHINGTONVILLE-CANFIELD ROAD, AT THE INTERSECTION OF THE
 KY1169'CENTERLINE OF NORTH BENTON-CALLA STATE LINE ROAD AND THE
 KY1169'CENTERLINE OF WASHINGTONVILLE-CANFIELD ROAD.  A MAHONING COUNTY
 KY1169'DISK SET IN THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN
 KY1169'A CAST IRON WELL AND COVERED WITH A CAST IRON COVER STAMPED WITH A
 KY1169'LARGE M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE
 KY1169'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3268 ***********************************************************************
 KY3268  DESIGNATION -  GR 34A
 KY3268  PID         -  KY3268
 KY3268  STATE/COUNTY-  OH/MAHONING
 KY3268  USGS QUAD   -  SALEM (1994)
 KY3268
 KY3268                         *CURRENT SURVEY CONTROL
 KY3268  ___________________________________________________________________
 KY3268* NAD 83(1995)-  40 56 53.39144(N)    080 45 50.64959(W)     ADJUSTED  
 KY3268* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 KY3268  ___________________________________________________________________
 KY3268  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 KY3268  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY3268
 KY3268  HORZ ORDER  -  THIRD
 KY3268
 KY3268.The horizontal coordinates were established by classical geodetic methods
 KY3268.and adjusted by the National Geodetic Survey in April 1998..
 KY3268
 KY3268.The orthometric height was scaled from a topographic map.
 KY3268
 KY3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3268
 KY3268.The geoid height was determined by GEOID03.
 KY3268
 KY3268;                    North         East     Units Scale Factor Converg.
 KY3268;SPC OH N     -   143,759.428   746,148.982   MT  0.99994131   +1 08 25.5
 KY3268;UTM  17      - 4,533,029.627   519,857.676   MT  0.99960485   +0 09 16.6
 KY3268
 KY3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3268!SPC OH N     -   0.99994511  x   0.99994131  =   0.99988643
 KY3268!UTM  17      -   0.99994511  x   0.99960485  =   0.99954999
 KY3268
 KY3268:                Primary Azimuth Mark                     Grid Az
 KY3268:SPC OH N     -  MIDWAY                                   125 42 08.5
 KY3268:UTM  17      -  MIDWAY                                   126 41 17.4
 KY3268
 KY3268|---------------------------------------------------------------------|
 KY3268| PID    Reference Object                     Distance      Geod. Az  |
 KY3268|                                                           dddmmss.s |
 KY3268| KY3253 MIDWAY                              APPROX. 4.7 KM 1265034.0 |
 KY3268|---------------------------------------------------------------------|
 KY3268
 KY3268                          SUPERSEDED SURVEY CONTROL
 KY3268
 KY3268  NAD 83(1986)-  40 56 53.39645(N)    080 45 50.65373(W) AD(       ) 3
 KY3268  NAD 27      -  40 56 53.17900(N)    080 45 51.36900(W) AD(       ) 3
 KY3268
 KY3268.Superseded values are not recommended for survey control.
 KY3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3268.See file dsdata.txt to determine how the superseded data were derived.
 KY3268
 KY3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1985833030(NAD 83)
 KY3268_MARKER: DD = SURVEY DISK
 KY3268_SETTING: 0 = UNSPECIFIED SETTING
 KY3268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3268
 KY3268  HISTORY     - Date     Condition        Report By
 KY3268  HISTORY     - 1950     MONUMENTED       OH-099
 KY3268  HISTORY     - 20060322 MARK NOT FOUND   GEOCAC
 KY3268
 KY3268                          STATION DESCRIPTION
 KY3268
 KY3268'DESCRIBED BY MAHONING COUNTY OHIO 1950
 KY3268'THE STATION IS LOCATED ABOUT 6 MILES WEST OF THE VILLAGE OF NORTH
 KY3268'LIMA, AND ABOUT 5.5 MILES SOUTH OF THE VILLAGE OF CANFIELD.  IT IS
 KY3268'LOCATED ON THE CENTERLINE OF THE WASHINGTONVILLE-CANFIELD
 KY3268'ROAD 1300 FEET NORTH OF THE INTERSECTION OF SAID
 KY3268'WASHINGTONVILLE-CANFIELD ROAD AND STATE ROUTE NO 165.
 KY3268'STATION MARK IS A STANDARD MAHONING COUNTY ALUMINUM DISK, SET IN
 KY3268'THE TOP OF A PRECAST CONCRETE MONUMENT, WHICH IS SET IN A CAST
 KY3268'IRON WELL, AND COVERED WITH A CAST IRON COVER STAMPED
 KY3268'WITH A LARGE M. STATION MARK IS ONE (1) FOOT BELOW THE
 KY3268'SURFACE OF THE HIGHWAY AND IS STAMPED GR 34A.
 KY3268'GR 35 WAS USED AS AN AZIMUTH AND IS LOCATED AT THE INTERSECTION OF THE
 KY3268'CENTERLINE OF STATE ROUTE NO 165 AND THE CENTERLINE OF THE
 KY3268'WASHINGTONVILLE-CANFIELD ROAD, 1300 FEET SOUTH OF THE STATION
 KY3268'MARK.  IT IS MARKED SIMILAR TO THE STATION MARK, AND IS STAMPED GR 35.
 KY3268
 KY3268                          STATION RECOVERY (2006)
 KY3268
 KY3268'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY3268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1160 ***********************************************************************
 KY1160  DESIGNATION -  GR 4
 KY1160  PID         -  KY1160
 KY1160  STATE/COUNTY-  OH/MAHONING
 KY1160  USGS QUAD   -  SALEM (1994)
 KY1160
 KY1160                         *CURRENT SURVEY CONTROL
 KY1160  ___________________________________________________________________
 KY1160* NAD 83(1986)-  40 58 23.     (N)    080 51 21.     (W)     SCALED    
 KY1160* NAVD 88     -       328.039  (meters)    1076.24   (feet)  ADJUSTED  
 KY1160  ___________________________________________________________________
 KY1160  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY1160  DYNAMIC HT  -         327.885 (meters)    1075.74  (feet)  COMP
 KY1160  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 KY1160
 KY1160  VERT ORDER  -  SECOND    CLASS 0
 KY1160
 KY1160.The horizontal coordinates were scaled from a topographic map and have
 KY1160.an estimated accuracy of +/- 6 seconds.
 KY1160
 KY1160.The orthometric height was determined by differential leveling
 KY1160.and adjusted by the National Geodetic Survey in June 1991..
 KY1160
 KY1160.The geoid height was determined by GEOID03.
 KY1160
 KY1160.The dynamic height is computed by dividing the NAVD 88
 KY1160.geopotential number by the normal gravity value computed on the
 KY1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1160.degrees latitude (g = 980.6199 gals.).
 KY1160
 KY1160.The modeled gravity was interpolated from observed gravity values.
 KY1160
 KY1160;                    North         East    Units  Estimated Accuracy
 KY1160;SPC OH N     -   146,370.      738,370.      MT  (+/- 180 meters Scaled)
 KY1160
 KY1160                          SUPERSEDED SURVEY CONTROL
 KY1160
 KY1160  NGVD 29 (??/??/92)  328.197  (m)         1076.76   (f) ADJ UNCH    2 0
 KY1160
 KY1160.Superseded values are not recommended for survey control.
 KY1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1160.See file dsdata.txt to determine how the superseded data were derived.
 KY1160
 KY1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF121357(NAD 83)
 KY1160_MARKER: DD = SURVEY DISK
 KY1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1160_STAMPING: GR 4
 KY1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1160+STABILITY: SURFACE MOTION
 KY1160
 KY1160  HISTORY     - Date     Condition        Report By
 KY1160  HISTORY     - UNK      MONUMENTED       OH-099
 KY1160  HISTORY     - 1950     GOOD             NGS
 KY1160
 KY1160                          STATION DESCRIPTION
 KY1160
 KY1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1160'5 MI NW FROM SALEM.
 KY1160'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 KY1160'IN THE CITY OF SALEM, THENCE ABOUT 4.8 MILES NORTH ALONG STATE
 KY1160'HIGHWAY 45, AT THE INTERSECTION OF THE CENTERLINE OF STATE HIGHWAY
 KY1160'45 AND THE CENTERLINE OF NORTH BENTON-CALLA-STATE LINE ROAD.
 KY1160'A MAHONING COUNTY DISK SET IN THE TOP OF A PRECAST CONCRETE
 KY1160'POST, WHICH IS SET IN A CAST IRON WELL AND COVERED WITH A CAST
 KY1160'IRON COVER STAMPED WITH A LARGE M.  THE MARK IS ABOUT 8 INCHES
 KY1160'BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1175 ***********************************************************************
 KY1175  DESIGNATION -  GR 44
 KY1175  PID         -  KY1175
 KY1175  STATE/COUNTY-  OH/MAHONING
 KY1175  USGS QUAD   -  COLUMBIANA (1994)
 KY1175
 KY1175                         *CURRENT SURVEY CONTROL
 KY1175  ___________________________________________________________________
 KY1175* NAD 83(1986)-  40 56 37.     (N)    080 44 42.     (W)     SCALED    
 KY1175* NAVD 88     -       369.347  (meters)    1211.77   (feet)  ADJUSTED  
 KY1175  ___________________________________________________________________
 KY1175  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY1175  DYNAMIC HT  -         369.171 (meters)    1211.19  (feet)  COMP
 KY1175  MODELED GRAV-     980,136.5   (mgal)                       NAVD 88
 KY1175
 KY1175  VERT ORDER  -  SECOND    CLASS 0
 KY1175
 KY1175.The horizontal coordinates were scaled from a topographic map and have
 KY1175.an estimated accuracy of +/- 6 seconds.
 KY1175
 KY1175.The orthometric height was determined by differential leveling
 KY1175.and adjusted by the National Geodetic Survey in June 1991..
 KY1175
 KY1175.The geoid height was determined by GEOID03.
 KY1175
 KY1175.The dynamic height is computed by dividing the NAVD 88
 KY1175.geopotential number by the normal gravity value computed on the
 KY1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1175.degrees latitude (g = 980.6199 gals.).
 KY1175
 KY1175.The modeled gravity was interpolated from observed gravity values.
 KY1175
 KY1175;                    North         East    Units  Estimated Accuracy
 KY1175;SPC OH N     -   143,290.      747,760.      MT  (+/- 180 meters Scaled)
 KY1175
 KY1175                          SUPERSEDED SURVEY CONTROL
 KY1175
 KY1175  NGVD 29 (??/??/92)  369.498  (m)         1212.26   (f) ADJ UNCH    2 0
 KY1175
 KY1175.Superseded values are not recommended for survey control.
 KY1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1175.See file dsdata.txt to determine how the superseded data were derived.
 KY1175
 KY1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF214325(NAD 83)
 KY1175_MARKER: DD = SURVEY DISK
 KY1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1175_STAMPING: GR 44
 KY1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1175+STABILITY: SURFACE MOTION
 KY1175
 KY1175  HISTORY     - Date     Condition        Report By
 KY1175  HISTORY     - UNK      MONUMENTED       OH-099
 KY1175  HISTORY     - 1950     GOOD             NGS
 KY1175
 KY1175                          STATION DESCRIPTION
 KY1175
 KY1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1175'4 MI NE FROM WASHINGTONVILLE.
 KY1175'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 14 FROM THE TRINITY
 KY1175'LUTHERAN CHURCH, THENCE ABOUT 3.0 MILES NORTH ALONG THE
 KY1175'GREEN-BEAVER NORTH AND SOUTH ROAD, AT THE INTERSECTION OF THE
 KY1175'CENTERLINE OF STATE HIGHWAY 165 AND THE CENTERLINE OF THE
 KY1175'GREEN-BEAVER NORTH AND SOUTH ROAD.  A MAHONING COUNTY DISK SET IN
 KY1175'THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST IRON
 KY1175'WELL AND COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.
 KY1175'THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1174 ***********************************************************************
 KY1174  DESIGNATION -  GR 45
 KY1174  PID         -  KY1174
 KY1174  STATE/COUNTY-  OH/MAHONING
 KY1174  USGS QUAD   -  COLUMBIANA (1994)
 KY1174
 KY1174                         *CURRENT SURVEY CONTROL
 KY1174  ___________________________________________________________________
 KY1174* NAD 83(1986)-  40 57 34.     (N)    080 44 42.     (W)     SCALED    
 KY1174* NAVD 88     -       373.818  (meters)    1226.43   (feet)  ADJUSTED  
 KY1174  ___________________________________________________________________
 KY1174  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY1174  DYNAMIC HT  -         373.640 (meters)    1225.85  (feet)  COMP
 KY1174  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 KY1174
 KY1174  VERT ORDER  -  SECOND    CLASS 0
 KY1174
 KY1174.The horizontal coordinates were scaled from a topographic map and have
 KY1174.an estimated accuracy of +/- 6 seconds.
 KY1174
 KY1174.The orthometric height was determined by differential leveling
 KY1174.and adjusted by the National Geodetic Survey in June 1991..
 KY1174
 KY1174.The geoid height was determined by GEOID03.
 KY1174
 KY1174.The dynamic height is computed by dividing the NAVD 88
 KY1174.geopotential number by the normal gravity value computed on the
 KY1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1174.degrees latitude (g = 980.6199 gals.).
 KY1174
 KY1174.The modeled gravity was interpolated from observed gravity values.
 KY1174
 KY1174;                    North         East    Units  Estimated Accuracy
 KY1174;SPC OH N     -   145,040.      747,730.      MT  (+/- 180 meters Scaled)
 KY1174
 KY1174                          SUPERSEDED SURVEY CONTROL
 KY1174
 KY1174  NGVD 29 (??/??/92)  373.971  (m)         1226.94   (f) ADJ UNCH    2 0
 KY1174
 KY1174.Superseded values are not recommended for survey control.
 KY1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1174.See file dsdata.txt to determine how the superseded data were derived.
 KY1174
 KY1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF214342(NAD 83)
 KY1174_MARKER: DD = SURVEY DISK
 KY1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1174_STAMPING: GR 45
 KY1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1174+STABILITY: SURFACE MOTION
 KY1174
 KY1174  HISTORY     - Date     Condition        Report By
 KY1174  HISTORY     - UNK      MONUMENTED       OH-099
 KY1174  HISTORY     - 1950     GOOD             NGS
 KY1174
 KY1174                          STATION DESCRIPTION
 KY1174
 KY1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1174'5 MI NE FROM WASHINGTONVILLE.
 KY1174'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 14 FROM THE TRINITY
 KY1174'LUTHERAN CHURCH AT WASHINGTONVILLE, THENCE ABOUT 4.0 MILES NORTH
 KY1174'ALONG THE GREEN-BEAVER NORTH AND SOUTH ROAD, AT THE JUNCTION OF
 KY1174'THE CENTERLINE STATE HIGHWAY 46 AND THE CENTERLINE OF THE
 KY1174'GREEN-BEAVER NORTH AND SOUTH ROAD.  A MAHONING COUNTY DISK SET
 KY1174'IN THE TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST
 KY1174'IRON WELL AND COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE
 KY1174'M.  THE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1172 ***********************************************************************
 KY1172  DESIGNATION -  GR 46
 KY1172  PID         -  KY1172
 KY1172  STATE/COUNTY-  OH/MAHONING
 KY1172  USGS QUAD   -  SALEM (1994)
 KY1172
 KY1172                         *CURRENT SURVEY CONTROL
 KY1172  ___________________________________________________________________
 KY1172* NAD 83(1986)-  40 58 21.     (N)    080 45 09.     (W)     SCALED    
 KY1172* NAVD 88     -       364.388  (meters)    1195.50   (feet)  ADJUSTED  
 KY1172  ___________________________________________________________________
 KY1172  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY1172  DYNAMIC HT  -         364.216 (meters)    1194.93  (feet)  COMP
 KY1172  MODELED GRAV-     980,141.7   (mgal)                       NAVD 88
 KY1172
 KY1172  VERT ORDER  -  SECOND    CLASS 0
 KY1172
 KY1172.The horizontal coordinates were scaled from a topographic map and have
 KY1172.an estimated accuracy of +/- 6 seconds.
 KY1172
 KY1172.The orthometric height was determined by differential leveling
 KY1172.and adjusted by the National Geodetic Survey in June 1991..
 KY1172
 KY1172.The geoid height was determined by GEOID03.
 KY1172
 KY1172.The dynamic height is computed by dividing the NAVD 88
 KY1172.geopotential number by the normal gravity value computed on the
 KY1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1172.degrees latitude (g = 980.6199 gals.).
 KY1172
 KY1172.The modeled gravity was interpolated from observed gravity values.
 KY1172
 KY1172;                    North         East    Units  Estimated Accuracy
 KY1172;SPC OH N     -   146,480.      747,070.      MT  (+/- 180 meters Scaled)
 KY1172
 KY1172                          SUPERSEDED SURVEY CONTROL
 KY1172
 KY1172  NGVD 29 (??/??/92)  364.544  (m)         1196.01   (f) ADJ UNCH    2 0
 KY1172
 KY1172.Superseded values are not recommended for survey control.
 KY1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1172.See file dsdata.txt to determine how the superseded data were derived.
 KY1172
 KY1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF208357(NAD 83)
 KY1172_MARKER: DD = SURVEY DISK
 KY1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1172_STAMPING: GR 46
 KY1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1172+STABILITY: SURFACE MOTION
 KY1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1172+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2006
 KY1172
 KY1172  HISTORY     - Date     Condition        Report By
 KY1172  HISTORY     - UNK      MONUMENTED       OH-099
 KY1172  HISTORY     - 1950     GOOD             NGS
 KY1172  HISTORY     - 20060704 GOOD             GEOCAC
 KY1172
 KY1172                          STATION DESCRIPTION
 KY1172
 KY1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1172'4.6 MI SE FROM CANFIELD.
 KY1172'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 46 FROM ITS JUNCTION
 KY1172'WITH U.S. 224 AT CANFIELD, THENCE ABOUT 0.3 MILE WEST ALONG
 KY1172'WESTERN RESERVE ROAD, THENCE ABOUT 1.0 MILE SOUTH ALONG
 KY1172'WASHINGTONVILLE-CANFIELD ROAD, THENCE ABOUT 0.6 MILE EAST ALONG
 KY1172'NORTH BENTON-CALLA STATE LINE ROAD, AT THE INTERSECTION OF THE
 KY1172'CENTERLINE OF STATE HIGHWAY 46 AND THE CENTERLINE OF NORTH
 KY1172'BENTON-CALLA STATE LINE ROAD.  A MAHONING COUNTY DISK SET IN THE
 KY1172'TOP OF A PRECAST CONCRETE POST, WHICH IS SET IN A CAST IRON WELL
 KY1172'AND COVERED WITH A CAST IRON COVER STAMPED WITH A LARGE M.  THE
 KY1172'MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF THE HIGHWAY.
 KY1172
 KY1172                          STATION RECOVERY (2006)
 KY1172
 KY1172'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1172'THE SURVEY MARK AT THIS INTERSECTION IS NOT A DISK, BUT A ROD. ALL
 KY1172'OTHER PARTS OF THE DESCRIPTION ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7234 ***********************************************************************
 DF7234  DESIGNATION -  GR12
 DF7234  PID         -  DF7234
 DF7234  STATE/COUNTY-  OH/MEDINA
 DF7234  USGS QUAD   -  WEST RICHFIELD (1994)
 DF7234
 DF7234                         *CURRENT SURVEY CONTROL
 DF7234  ___________________________________________________________________
 DF7234* NAD 83(1995)-  41 10 27.77831(N)    081 44 27.97301(W)     ADJUSTED  
 DF7234* NAVD 88     -       319.0    (meters)    1047.     (feet)  GPS OBS   
 DF7234  ___________________________________________________________________
 DF7234  X           -     690,662.576 (meters)                     COMP
 DF7234  Y           -  -4,758,214.119 (meters)                     COMP
 DF7234  Z           -   4,177,207.582 (meters)                     COMP
 DF7234  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 DF7234  ELLIP HEIGHT-         285.39  (meters)          (10/07/05) GPS OBS
 DF7234  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DF7234
 DF7234  HORZ ORDER  -  FIRST
 DF7234  ELLP ORDER  -  FOURTH    CLASS II
 DF7234
 DF7234.The horizontal coordinates were established by GPS observations
 DF7234.and adjusted by the TERRASURV in August 2003..
 DF7234
 DF7234.The orthometric height was determined by GPS observations and a
 DF7234.high-resolution geoid model.
 DF7234
 DF7234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7234
 DF7234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7234
 DF7234.The ellipsoidal height was determined by GPS observations
 DF7234.and is referenced to NAD 83.
 DF7234
 DF7234.The geoid height was determined by GEOID03.
 DF7234
 DF7234;                    North         East     Units Scale Factor Converg.
 DF7234;SPC OH N     -   167,703.153   663,676.739   MT  0.99994087   +0 29 54.8
 DF7234;UTM  17      - 4,558,380.196   437,836.379   MT  0.99964756   -0 29 16.5
 DF7234
 DF7234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7234!SPC OH N     -   0.99995524  x   0.99994087  =   0.99989611
 DF7234!UTM  17      -   0.99995524  x   0.99964756  =   0.99960281
 DF7234
 DF7234                          SUPERSEDED SURVEY CONTROL
 DF7234
 DF7234.No superseded survey control is available for this station.
 DF7234
 DF7234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3783658380(NAD 83)
 DF7234_MARKER: DD = SURVEY DISK
 DF7234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7234_STAMPING: GR12 2000
 DF7234_MARK LOGO: NONE  
 DF7234_PROJECTION: FLUSH
 DF7234_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7234+STABILITY: SURFACE MOTION
 DF7234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7234+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2000
 DF7234
 DF7234  HISTORY     - Date     Condition        Report By
 DF7234  HISTORY     - 20001218 MONUMENTED       OH-103
 DF7234
 DF7234                          STATION DESCRIPTION
 DF7234
 DF7234'DESCRIBED BY MEDINA COUNTY OHIO 2000 (MAJ)
 DF7234'DESCRIBED BY MEDINA COUNTY SANITARY ENGINEER 2000
 DF7234'STATION IS LOCATED ABOUT 6.8 MI EAST OF MEDINA CITY AND ABOUT 6.7 MI
 DF7234'SOUTHEAST OF BRUNSWICK CITY, IN MEDINA COUNTY, OHIO, GRANGER
 DF7234'TOWNSHIP, LOT 55, AT THE GRANGER TOWNSHIP ADMINISTRATION
 DF7234'BUILDING, 3717 RIDGE ROAD.  OWNERSHIP--GRANGER TOWNSHIP
 DF7234'TRUSTEES.
 DF7234' 
 DF7234'TO REACH FROM THE INTERSECTION OF INTERSTATE 71 AND S.R. 18 IN
 DF7234'MEDINA, GO EAST ON S.R. 18 3.0 MI TO ITS INTERSECTION WITH S.R. 94,
 DF7234'TURN LEFT AND GO NORTH ON S.R. 94 2.75 MI TO THE GRANGER TOWNSHIP
 DF7234'ADMINISTRATION BUILDING AND THE STATION ON THE RIGHT.
 DF7234' 
 DF7234'THE STATION MARK IS A STANDARD MEDINA COUNTY SANITARY ENGINEER
 DF7234'GPS SURVEY 3.5 INCH DIA BRONZE DISK STAMPED --GR12 2000-- SET IN A 12
 DF7234'INCH DIA 48 INCH DEEP CONCRETE MONUMENT WITH A 12 INCH PVC SLEEVE,
 DF7234'SET FLUSH WITH THE GROUND SURFACE.  STATION IS 206.5 FT EAST OF S.R.
 DF7234'94, 13.0 FT NORTH OF THE MAIN DRIVE EAST TO A PARK, 3.0 FT NORTH OF
 DF7234'THE NORTH POST OF A WOOD SIGN READING --PARK CLOSES AT DARK--,
 DF7234'107.6 FT SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 DF7234'ADMINISTRATION BUILDING, 46.3 FT. SOUTH OF A FLAG POLE, AND 1.5 FT
 DF7234'WEST OF AN ORANGE CARSONITE WITNESS POST.
 DF7234' 
 DF7234'NO REFERENCE MARKS OR AZIMUTH MARKS WERE SET FOR THIS STATION.
 DF7234' 
 DF7234'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1334 ***********************************************************************
 JY1334  DESIGNATION -  GRACE
 JY1334  PID         -  JY1334
 JY1334  STATE/COUNTY-  OH/FAIRFIELD
 JY1334  USGS QUAD   -  BREMEN (1992)
 JY1334
 JY1334                         *CURRENT SURVEY CONTROL
 JY1334  ___________________________________________________________________
 JY1334* NAD 83(1995)-  39 44 58.65253(N)    082 29 22.78392(W)     ADJUSTED  
 JY1334* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 JY1334  ___________________________________________________________________
 JY1334  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 JY1334  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JY1334
 JY1334  HORZ ORDER  -  FIRST
 JY1334
 JY1334.The horizontal coordinates were established by classical geodetic methods
 JY1334.and adjusted by the National Geodetic Survey in April 1998..
 JY1334
 JY1334.The orthometric height was scaled from a topographic map.
 JY1334
 JY1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1334
 JY1334.The geoid height was determined by GEOID03.
 JY1334
 JY1334;                    North         East     Units Scale Factor Converg.
 JY1334;SPC OH S     -   194,234.090   600,885.962   MT  0.99995618   +0 00 23.6
 JY1334;UTM  17      - 4,401,029.718   372,377.034   MT  0.99980052   -0 57 09.6
 JY1334
 JY1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1334!SPC OH S     -   0.99995394  x   0.99995618  =   0.99991012
 JY1334!UTM  17      -   0.99995394  x   0.99980052  =   0.99975447
 JY1334
 JY1334|---------------------------------------------------------------------|
 JY1334| PID    Reference Object                     Distance      Geod. Az  |
 JY1334|                                                           dddmmss.s |
 JY1334| CE6656 GRACE RM 1                           18.338 METERS 16840     |
 JY1334| CE6655 GRACE AZ MK                                        2274842.1 |
 JY1334| CE6657 GRACE RM 2                           22.245 METERS 23517     |
 JY1334| JY1415 PLEASANTVILLE MUNICIPAL TANK        APPROX. 7.1 KM 3362953.5 |
 JY1334|---------------------------------------------------------------------|
 JY1334
 JY1334                          SUPERSEDED SURVEY CONTROL
 JY1334
 JY1334  NAD 83(1986)-  39 44 58.65857(N)    082 29 22.78667(W) AD(       ) 1
 JY1334  NAD 27      -  39 44 58.42700(N)    082 29 23.21900(W) AD(       ) 1
 JY1334
 JY1334.Superseded values are not recommended for survey control.
 JY1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1334.See file dsdata.txt to determine how the superseded data were derived.
 JY1334
 JY1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE7237701030(NAD 83)
 JY1334_MARKER: DS = TRIANGULATION STATION DISK
 JY1334_SETTING: 0 = UNSPECIFIED SETTING
 JY1334
 JY1334  HISTORY     - Date     Condition        Report By
 JY1334  HISTORY     - 1945     MONUMENTED       CGS
 JY1334  HISTORY     - 1960     MARK NOT FOUND   USGS
 JY1334
 JY1334                          STATION DESCRIPTION
 JY1334
 JY1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1334'STATION IS LOCATED ABOUT 7 MILES ENE OF LANCASTER AT THE GRACE
 JY1334'EVANGELICAL LUTHERAN CHURCH.  THE MARK IS SITUATED IN A N-S
 JY1334'FENCELINE BETWEEN CHURCH PROPERTY AND ON THE PROPERTY OF MR. GEORGE
 JY1334'STOVER.  IT IS 31 FEET NE OF THE NE CORNER OF THE CHURCH, 21 FEET
 JY1334'E OF THE SIDEWALK, 15 FEET S OF A FENCE CORNER, AND 2 FEET S OF A
 JY1334'STANDARD WITNESS POST.
 JY1334'
 JY1334'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST.
 JY1334'THE DISK IS STAMPED GRACE 1945 AND PROJECTS ABOUT 4 INCHES
 JY1334'ABOVE THE SURFACE OF THE GROUND.  UNDERGROUND MARK IS A BRONZE
 JY1334'STATION DISK SET IN CONCRETE.
 JY1334'
 JY1334'REFERENCE MARK 1 IS 60.16 FEET SSE OF THE STATION, AT THE SE CORNER
 JY1334'OF THE CHIMNEY ON THE E SIDE OF THE CHURCH, AND 32.6 FEET S OF
 JY1334'THE NE CORNER OF THE CHURCH.  IT IS A BRONZE REFERENCE DISK SET IN
 JY1334'TOP OF A CONCRETE POST.  THE DISK IS STAMPED GRACE NO 1 1945 AND
 JY1334'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 JY1334'
 JY1334'REFERENCE MARK 2 IS 72.98 FEET SW OF THE STATION, INSIDE THE IRON
 JY1334'FENCE, AND 4 FEET S OF THE FENCE CORNER.  IT IS A BRONZE
 JY1334'REFERENCE DISK SET IN TOP OF A CONCRETE POST.  THE DISK IS STAMPED
 JY1334'GRACE NO 2 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JY1334'
 JY1334'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SW OF THE STATION.  IT IS IN
 JY1334'A FENCELINE, LINED WITH SMALL TREES AND BRUSH, 29 FEET N OF THE
 JY1334'APPROXIMATE CENTER OF U.S. HIGHWAY 22 AND 1.5 FEET E OF A STANDARD
 JY1334'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A
 JY1334'CONCRETE POST.  THE DISK IS STAMPED GRACE 1945 AND PROJECTS ABOUT 2
 JY1334'INCHES ABOVE THE SURFACE OF THE GROUND.
 JY1334'
 JY1334'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 JY1334'HIGHWAY 37 (ABOUT 4 MILES E OF LANCASTER), GO E ON U.S. HIGHWAY
 JY1334'22 FOR 2.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE E FOR
 JY1334'0.25 MILE TO THE CHURCH AND STATION ON THE RIGHT AS DESCRIBED.
 JY1334'
 JY1334'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JY1334
 JY1334                          STATION RECOVERY (1960)
 JY1334
 JY1334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JY1334'STATION NOT RECOVERED.  A DRIVEWAY TO THE CHURCH HAS BEEN BUILT AND
 JY1334'THE STATION DISK COVERED.
 JY1334'
 JY1334'REFERENCE MARKERS WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1749 ***********************************************************************
 MC1749  DESIGNATION -  GRADWOHL
 MC1749  PID         -  MC1749
 MC1749  STATE/COUNTY-  OH/LUCAS
 MC1749  USGS QUAD   -  SYLVANIA (1980)
 MC1749
 MC1749                         *CURRENT SURVEY CONTROL
 MC1749  ___________________________________________________________________
 MC1749* NAD 83(1995)-  41 39 33.73086(N)    083 44 11.20168(W)     ADJUSTED  
 MC1749* NAVD 88     -       202.7    (meters)     665.     (feet)  GPS OBS   
 MC1749  ___________________________________________________________________
 MC1749  X           -     520,673.822 (meters)                     COMP
 MC1749  Y           -  -4,743,867.820 (meters)                     COMP
 MC1749  Z           -   4,217,524.093 (meters)                     COMP
 MC1749  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 MC1749  ELLIP HEIGHT-         167.50  (meters)          (10/07/05) GPS OBS
 MC1749  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1749
 MC1749  HORZ ORDER  -  FIRST
 MC1749  ELLP ORDER  -  FOURTH    CLASS I
 MC1749
 MC1749.The horizontal coordinates were established by GPS observations
 MC1749.and adjusted by the National Geodetic Survey in April 1998..
 MC1749
 MC1749.The orthometric height was determined by GPS observations and a
 MC1749.high-resolution geoid model.
 MC1749
 MC1749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1749
 MC1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1749
 MC1749.The ellipsoidal height was determined by GPS observations
 MC1749.and is referenced to NAD 83.
 MC1749
 MC1749.The geoid height was determined by GEOID03.
 MC1749
 MC1749;                    North         East     Units Scale Factor Converg.
 MC1749;SPC OH N     -   222,017.577   497,019.320   MT  0.99999242   -0 48 44.2
 MC1749;UTM  17      - 4,615,575.547   272,159.310   MT  1.00023886   -1 49 10.9
 MC1749
 MC1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1749!SPC OH N     -   0.99997373  x   0.99999242  =   0.99996615
 MC1749!UTM  17      -   0.99997373  x   1.00023886  =   1.00021258
 MC1749
 MC1749:                Primary Azimuth Mark                     Grid Az
 MC1749:SPC OH N     -  LCB 142                                  267 36 11.1
 MC1749:UTM  17      -  LCB 142                                  268 36 37.8
 MC1749
 MC1749|---------------------------------------------------------------------|
 MC1749| PID    Reference Object                     Distance      Geod. Az  |
 MC1749|                                                           dddmmss.s |
 MC1749| MC1768 LCB 142                             418.789 METERS 2664726.9 |
 MC1749|---------------------------------------------------------------------|
 MC1749
 MC1749                          SUPERSEDED SURVEY CONTROL
 MC1749
 MC1749  ELLIP H (04/01/98)  167.55   (m)                       GP(       ) 4 1
 MC1749  NAD 83(1995)-  41 39 33.73080(N)    083 44 11.20160(W) AD(       ) 1
 MC1749  NAD 83(1986)-  41 39 33.74156(N)    083 44 11.21568(W) AD(       ) 1
 MC1749
 MC1749.Superseded values are not recommended for survey control.
 MC1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1749.See file dsdata.txt to determine how the superseded data were derived.
 MC1749
 MC1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7215915576(NAD 83)
 MC1749_MARKER: DD = SURVEY DISK
 MC1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1749_SP_SET: CONCRETE POST
 MC1749_STAMPING: GRADWOHL
 MC1749_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1749+STABILITY: SURFACE MOTION
 MC1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1749+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 MC1749
 MC1749  HISTORY     - Date     Condition        Report By
 MC1749  HISTORY     - UNK      MONUMENTED
 MC1749  HISTORY     - 19930923 GOOD             OH-095
 MC1749
 MC1749                          STATION DESCRIPTION
 MC1749
 MC1749'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1749'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 2.5 MILES SOUTHWEST
 MC1749'OF THE CITY OF SYLVANIA.
 MC1749'TO REACH THE STATION FROM THE INTERSECTION OF SLYVANIA AVENUE AND
 MC1749'MCCORD ROAD PROCEED WEST ALONG SYLVANIA AVENUE 1.0 MILES TO ITS
 MC1749'INTERSECTION WITH KING ROAD.  TURN LEFT AND PROCEED SOUTH ALONG KING
 MC1749'ROAD 2.0 MILES TO ITS INTERSECTION WITH BANCROFT STREET.  TURN RIGHT
 MC1749'AND PROCEED WEST ALONG BANCROFT STREET 0.75 MILES TO GRADWOHL ROAD
 MC1749'AND THE STATION ON THE RIGHT IN THE NORTHEAST CORNER OF THE
 MC1749'INTERSECTION.
 MC1749'THE STATION IS A 2 INCH BRASS DISK SET IN THE TOP OF A 6 INCH SQUARE
 MC1749'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND IS STAMPED
 MC1749'--GRADWOHL--.
 MC1749'THE STATION IS AN EXISTING LUCAS COUNTY MARK, DATE OF INSTALLATION AND
 MC1749'PARTY CHIEF ARE UNKNOWN.
 MC1749'THE STATION IS 76.2 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF A 1
 MC1749'1/2 STORY HOUSE, 4.9 FEET NORTHWEST FROM THE CENTER OF A CATCH BASIN,
 MC1749'43.3 FEET NORTHEAST FROM A SQUARE HEAD BOLT AT THE INTERSECTION, AND
 MC1749'2.3 FEET SOUTHEAST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3227 ***********************************************************************
 KY3227  DESIGNATION -  GRADY
 KY3227  PID         -  KY3227
 KY3227  STATE/COUNTY-  OH/BELMONT
 KY3227  USGS QUAD   -  ST CLAIRSVILLE (1985)
 KY3227
 KY3227                         *CURRENT SURVEY CONTROL
 KY3227  ___________________________________________________________________
 KY3227* NAD 83(1995)-  40 04 08.98254(N)    080 59 12.30033(W)     ADJUSTED  
 KY3227* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 KY3227  ___________________________________________________________________
 KY3227  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 KY3227  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY3227
 KY3227  HORZ ORDER  -  THIRD
 KY3227
 KY3227.The horizontal coordinates were established by classical geodetic methods
 KY3227.and adjusted by the National Geodetic Survey in April 1998..
 KY3227
 KY3227.The orthometric height was scaled from a topographic map.
 KY3227
 KY3227.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3227
 KY3227.The geoid height was determined by GEOID03.
 KY3227
 KY3227;                    North         East     Units Scale Factor Converg.
 KY3227;SPC OH S     -   230,793.987   729,086.679   MT  1.00000729   +0 57 36.7
 KY3227;UTM  17      - 4,435,433.634   501,129.866   MT  0.99960002   +0 00 30.7
 KY3227
 KY3227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3227!SPC OH S     -   0.99994228  x   1.00000729  =   0.99994957
 KY3227!UTM  17      -   0.99994228  x   0.99960002  =   0.99954232
 KY3227
 KY3227|---------------------------------------------------------------------|
 KY3227| PID    Reference Object                     Distance      Geod. Az  |
 KY3227|                                                           dddmmss.s |
 KY3227| CX4603 GRADY RM 1                           16.112 METERS 05314     |
 KY3227| KY3224 ST CLAIRSVILLE KQC 437 MAST         APPROX. 4.3 KM 0695425.1 |
 KY3227| KY3223 ST CLAIRSVILLE BERRY STANDPIPE      APPROX. 3.5 KM 0794303.3 |
 KY3227| KY3230 AIRPORT BN ALDERMAN AIRPORT         APPROX. 2.1 KM 1152633.7 |
 KY3227| KY3231 ALDERMAN                            APPROX. 2.2 KM 1172358.1 |
 KY3227| CX4604 GRADY RM 2                           18.670 METERS 14155     |
 KY3227| KY3415 BETHESDA MUNICIPAL TANK             APPROX. 9.2 KM 2363508.6 |
 KY3227| KY3411 FLUSHING MUNICIPAL TANK             APPROX.11.2 KM 3233521.0 |
 KY3227|---------------------------------------------------------------------|
 KY3227
 KY3227                          SUPERSEDED SURVEY CONTROL
 KY3227
 KY3227  NAD 83(1986)-  40 04 08.98737(N)    080 59 12.30590(W) AD(       ) 3
 KY3227  NAD 27      -  40 04 08.74570(N)    080 59 12.96540(W) AD(       ) 3
 KY3227
 KY3227.Superseded values are not recommended for survey control.
 KY3227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3227.See file dsdata.txt to determine how the superseded data were derived.
 KY3227
 KY3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0113035434(NAD 83)
 KY3227_MARKER: DS = TRIANGULATION STATION DISK
 KY3227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3227
 KY3227  HISTORY     - Date     Condition        Report By
 KY3227  HISTORY     - 1963     MONUMENTED       CGS
 KY3227
 KY3227                          STATION DESCRIPTION
 KY3227
 KY3227'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3227'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-SOUTHWEST OF ST.
 KY3227'CLAIRSVILLE, ABOUT 4 MILES NORTHEAST OF BELMONT, ABOUT 1/2 MILE
 KY3227'EAST OF THE SMALL SETTLEMENT OF LLOYDSVILLE, AND ON THE PROPERTY OF
 KY3227'MR. W. GRADY.  IT IS 79 FEET NORTHWEST OF A T-FENCE CORNER, 70
 KY3227'FEET SOUTHWEST OF A LONE 30 INCH CHERRY TREE, 54 FEET SOUTHWEST OF
 KY3227'A WITNESS POST, AND 41 FEET WEST OF A WIRE FENCE.  THE MONUMENT IS
 KY3227'FLUSH AND THE DISK IS STAMPED GRADY 1963.
 KY3227'
 KY3227'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 KY3227'331, WHICH IS ABOUT 3-1/2 MILES WEST OF ST. CLAIRSVILLE, GO WEST
 KY3227'ON U.S. HIGHWAY 40 FOR 1.25 MILES TO A SIDE ROAD LEFT (OLD U.S.
 KY3227'HIGHWAY 40). TURN LEFT AND GO SOUTHEAST ON A PAVED ROAD FOR 0.15
 KY3227'MILE TO A SIDE ROAD LEFT, JUST BEFORE REACHING THE SMALL
 KY3227'SETTLEMENT OF LLOYDSVILLE. TURN LEFT AND GO SOUTHERLY ON A
 KY3227'GRAVELED ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH
 KY3227'ON A GRAVELED DRIVEWAY FOR 0.1 MILE TO THE HOME OF MR. GRADY ON
 KY3227'THE LEFT.  CONTINUE AHEAD EAST FOR ABOUT 150 FEET TO A WIRE GATE.
 KY3227'PASS THROUGH THE GATE AND GO EAST-NORTHEAST- THROUGH A PASTURE
 KY3227'FOLLOWING THE SLOPE OF THE RIDGE FOR 0.15 MILE TO THE
 KY3227'HIGHEST POINT OF THE RIDGE AND THE STATION.
 KY3227'
 KY3227'REFERENCE MARK 1 IS 101 FEET NORTH OF THE T-FENCE CORNER, 20 FEET
 KY3227'SOUTH OF THE 30 INCH CHERRY TREE, 2 FEET SOUTH OF THE WITNESS
 KY3227'POST, AND 6 INCHES WEST OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND
 KY3227'THE DISK IS STAMPED GRADY NO 1 1963.
 KY3227'
 KY3227'REFERENCE MARK 2 IS 100 FEET SOUTH OF THE 30 INCH CHERRY TREE, 82
 KY3227'FEET SOUTH OF THE WITNESS POST, 21 FEET NORTH OF THE T-FENCE
 KY3227'CORNER, AND 6 INCHES WEST OF THE WIRE FENCE.  THE MONUMENT IS
 KY3227'FLUSH AND THE DISK IS STAMPED GRADY NO 2 1963.
 KY3227'
 KY3227'NOTE- NO AZIMUTH MARK.
 KY3227'
 KY3227'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1051 ***********************************************************************
 MC1051  DESIGNATION -  GRAF
 MC1051  PID         -  MC1051
 MC1051  STATE/COUNTY-  OH/LORAIN
 MC1051  USGS QUAD   -  GRAFTON (1979)
 MC1051
 MC1051                         *CURRENT SURVEY CONTROL
 MC1051  ___________________________________________________________________
 MC1051* NAD 83(1995)-  41 16 11.50729(N)    082 03 20.69188(W)     ADJUSTED  
 MC1051* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 MC1051  ___________________________________________________________________
 MC1051  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 MC1051  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 MC1051
 MC1051  HORZ ORDER  -  SECOND
 MC1051
 MC1051.The horizontal coordinates were established by classical geodetic methods
 MC1051.and adjusted by the National Geodetic Survey in April 1998..
 MC1051
 MC1051.The orthometric height was scaled from a topographic map.
 MC1051
 MC1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1051
 MC1051.The geoid height was determined by GEOID03.
 MC1051
 MC1051;                    North         East     Units Scale Factor Converg.
 MC1051;SPC OH N     -   178,124.173   637,222.184   MT  0.99994535   +0 17 30.7
 MC1051;UTM  17      - 4,569,252.544   411,572.473   MT  0.99969623   -0 41 47.1
 MC1051
 MC1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1051!SPC OH N     -   0.99996679  x   0.99994535  =   0.99991214
 MC1051!UTM  17      -   0.99996679  x   0.99969623  =   0.99966303
 MC1051
 MC1051|---------------------------------------------------------------------|
 MC1051| PID    Reference Object                     Distance      Geod. Az  |
 MC1051|                                                           dddmmss.s |
 MC1051| CE6659 GRAF RM 1                            17.129 METERS 06900     |
 MC1051| CE6660 GRAF RM 2                            16.239 METERS 11812     |
 MC1051| CE6658 GRAF AZ MK                                         1303709.9 |
 MC1051|---------------------------------------------------------------------|
 MC1051
 MC1051                          SUPERSEDED SURVEY CONTROL
 MC1051
 MC1051  NAD 83(1995)-  41 16 11.51636(N)    082 03 20.70208(W) AD(       ) 2
 MC1051  NAD 83(1986)-  41 16 11.51603(N)    082 03 20.70271(W) AD(       ) 2
 MC1051  NAD 27      -  41 16 11.31881(N)    082 03 21.17230(W) AD(       ) 2
 MC1051
 MC1051.Superseded values are not recommended for survey control.
 MC1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1051.See file dsdata.txt to determine how the superseded data were derived.
 MC1051
 MC1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF1157269253(NAD 83)
 MC1051_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1051
 MC1051  HISTORY     - Date     Condition        Report By
 MC1051  HISTORY     - 1959     MONUMENTED       CGS
 MC1051  HISTORY     - 19970902 MARK NOT FOUND   USPSQD
 MC1051
 MC1051                          STATION DESCRIPTION
 MC1051
 MC1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1051'THE STATION IS LOCATED IN THE CITY OF GRAFTON, AT THE SOUTHEAST
 MC1051'CORNER OF THE SUNSHINE
 MC1051'BISCUIT INC., MILLING DIVISION ELEVATOR.
 MC1051'
 MC1051'TO REACH THE STATION FROM THE POST OFFICE IN GRAFTON, GO EAST ON MAIN
 MC1051'STREET FOR 0.15 MILE TO
 MC1051'MECHANIC STREET.  TURN RIGHT AND GO SOUTH ON MECHANIC STREET FOR 0.1
 MC1051'MILE TO SUNSHINE CT.  STREET.  TURN
 MC1051'LEFT AND GO EAST ON SUNSHINE CT. STREET FOR 0.05 MILE TO
 MC1051'MILL STREET.  TURN RIGHT ON MILL STREET AND GO
 MC1051'0.05 MILE TO THE SOUTH EAST CORNER OF THE
 MC1051'ELEVATOR AND THE STATION.
 MC1051'
 MC1051'STATION MARKS ARE STANDARD DISKS STAMPED GRAF 1959.  THE SURFACE DISK
 MC1051'IS SET IN A SQUARE CONCRETE
 MC1051'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 24 FEET SOUTHEAST
 MC1051'OF THE NORTHEAST WING OF THE
 MC1051'ELEVATOR, 17 FEET NORTH OF THE NORTH RAIL
 MC1051'OF THE RAILROAD TRACKS, 13 FEET NORTHEAST OF
 MC1051'THE SOUTHEAST CORNER OF THE ELEVATOR AND
 MC1051'11 FEET SOUTHWEST OF A MANHOLE.  THE UNDERGROUND DISK IS SET IN
 MC1051'AN IRREGULAR MASS OF CONCRETE 28
 MC1051'INCHES BELOW THE SURFACE OF THE GROUND.
 MC1051'
 MC1051'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRAF NO 1 1959, IS SET
 MC1051'IN A SQUARE CONCRETE POST
 MC1051'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 48 FEET EAST OF THE
 MC1051'NORTHEAST CORNER OF THE EAST WING OF
 MC1051'THE ELEVATOR, 21 FEET EAST OF THE CENTERLINE OF MILL STREET
 MC1051'AND 21 FEET NORTH OF A POWERLINE POLE.
 MC1051'
 MC1051'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRAF NO 2 1959, IS SET
 MC1051'IN A SQUARE CONCRETE POST
 MC1051'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 66 FEET WEST OF A FIRE
 MC1051'HYDRANT, 33 FEET SOUTHEAST OF
 MC1051'THE POWERLINE POLE AND 28 FEET EAST OF THE EAST RAIL OF
 MC1051'THE RAILROAD TRACKS.
 MC1051'
 MC1051'AZIMUTH MARK, A STANDARD DISK STAMPED GRAF 1959, IS SET IN A SQUARE
 MC1051'CONCRETE POST WHICH PROJECTS 6
 MC1051'INCHES.  IT IS 67 FEET WEST OF THE WEST CREEK BANK, 30 FEET WEST OF A
 MC1051'TRIPLE-TRUCKED OAK TREE AND 2 FEET
 MC1051'NORTH OF A FENCELINE.  A STANDARD METAL WITNESS POST
 MC1051'WAS SET 2 FEET EAST OF THE MARK.
 MC1051'
 MC1051'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON A TRACK
 MC1051'ROAD FOR 0.1 MILE TO THE END OF
 MC1051'TRACK ROAD AT A LUMBER YARD.  BEAR LEFT THROUGH AN OPEN IN A BRUSH
 MC1051'LINE, THENCE BEAR RIGHT AND GO
 MC1051'EASTERLY ACROSS AN OPEN FIELD FOR 0.15 TO THE SOUTHEAST CORNER
 MC1051'OF THE OPEN FIELD AND THE AZIMUTH MARK.
 MC1051
 MC1051                          STATION RECOVERY (1997)
 MC1051
 MC1051'RECOVERY NOTE BY US POWER SQUADRON 1997
 MC1051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2939 ***********************************************************************
 MB2939  DESIGNATION -  GRAFTON RESET
 MB2939  PID         -  MB2939
 MB2939  STATE/COUNTY-  OH/LORAIN
 MB2939  USGS QUAD   -  MALLET CREEK (1994)
 MB2939
 MB2939                         *CURRENT SURVEY CONTROL
 MB2939  ___________________________________________________________________
 MB2939* NAD 83(1995)-  41 12 44.30854(N)    081 59 36.69020(W)     ADJUSTED  
 MB2939* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 MB2939  ___________________________________________________________________
 MB2939  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 MB2939  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB2939
 MB2939  HORZ ORDER  -  FIRST
 MB2939
 MB2939.The horizontal coordinates were established by classical geodetic methods
 MB2939.and adjusted by the National Geodetic Survey in April 1998..
 MB2939
 MB2939.The orthometric height was scaled from a topographic map.
 MB2939
 MB2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2939
 MB2939.The geoid height was determined by GEOID03.
 MB2939
 MB2939;                    North         East     Units Scale Factor Converg.
 MB2939;SPC OH N     -   171,761.057   642,472.646   MT  0.99994232   +0 19 57.8
 MB2939;UTM  17      - 4,562,801.491   416,711.156   MT  0.99968537   -0 39 16.6
 MB2939
 MB2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2939!SPC OH N     -   0.99995985  x   0.99994232  =   0.99990218
 MB2939!UTM  17      -   0.99995985  x   0.99968537  =   0.99964524
 MB2939
 MB2939|---------------------------------------------------------------------|
 MB2939| PID    Reference Object                     Distance      Geod. Az  |
 MB2939|                                                           dddmmss.s |
 MB2939| CC9915 GRAFTON RM 1                         31.944 METERS 10301     |
 MB2939| CC9914 GRAFTON AZ MK                                      1035826.7 |
 MB2939| MB2936 MEDINA A I ROOT AND BEE CO TK       APPROX.13.0 KM 1291652.2 |
 MB2939| MC1081 LAGRANGE MUNICIPAL TANK             APPROX.11.0 KM 2840341.7 |
 MB2939| MC1052 GRAFTON MUNICIPAL TANK              APPROX. 8.5 KM 3221051.7 |
 MB2939| CC9916 GRAFTON RM 2                         29.542 METERS 32511     |
 MB2939| MC1053 EATON GRAFTON STATE FARM TANK       APPROX. 9.3 KM 3512058.8 |
 MB2939|---------------------------------------------------------------------|
 MB2939
 MB2939                          SUPERSEDED SURVEY CONTROL
 MB2939
 MB2939  NAD 83(1986)-  41 12 44.31796(N)    081 59 36.70023(W) AD(       ) 1
 MB2939  NAD 27      -  41 12 44.13540(N)    081 59 37.19560(W) AD(       ) 1
 MB2939
 MB2939.Superseded values are not recommended for survey control.
 MB2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2939.See file dsdata.txt to determine how the superseded data were derived.
 MB2939
 MB2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF1671162801(NAD 83)
 MB2939_MARKER: DS = TRIANGULATION STATION DISK
 MB2939_SETTING: 0 = UNSPECIFIED SETTING
 MB2939
 MB2939  HISTORY     - Date     Condition        Report By
 MB2939  HISTORY     - 1943     MONUMENTED       CGS
 MB2939  HISTORY     - 1959     GOOD             CGS
 MB2939  HISTORY     - 1968     GOOD             OHDT
 MB2939  HISTORY     - 1970     GOOD             OHHD
 MB2939  HISTORY     - 19960331 MARK NOT FOUND   USPSQD
 MB2939
 MB2939                          STATION DESCRIPTION
 MB2939
 MB2939'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB2939'STATION IS A U.S.L.S. STATION ESTABLISHED IN
 MB2939'1877.  IT WAS
 MB2939'RECOVERED FROM THE ORIGINAL DESCRIPTION.  THE STATION
 MB2939'IS SET ON THE PROPERTY OWNED BY
 MB2939'MR. ARMBRUSTER.  IT IS NEAR
 MB2939'THE NE CORNER OF A FENCE WOODED AREA, 122 FEET SE
 MB2939'OF THE NE-SW
 MB2939'FENCE, AND 38 FEET SE OF A TRIANGULAR-BLAZED BEECH TREE.
 MB2939'
 MB2939'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A CONCRETE
 MB2939'POST AND STAMPED
 MB2939'GRAFTON 1877-1943.
 MB2939'
 MB2939'REFERENCE MARK 1 IS 104.78 FEET (31.937 METERS) ESE OF THE
 MB2939'STATION AND ABOUT
 MB2939'1 FOOT SW OF THE NW-SE FENCE.  IT IS A BRONZE
 MB2939'REFERENCE DISK SET IN THE TOP OF A
 MB2939'CONCRETE POST, STAMPED GRAFTON
 MB2939'NO. 1 1943.
 MB2939'
 MB2939'REFERENCE MARK 2 IS 96.92 FEET (29.542 METERS) WNW OF THE
 MB2939'STATION, AND 1
 MB2939'FOOT SW OF THE NW-SE FENCE.  IT IS A BRONZE REFERENCE
 MB2939'DISK SET IN THE TOP OF A CONCRETE
 MB2939'POST, STAMPED GRAFTON NO 2
 MB2939'1943.
 MB2939'
 MB2939'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE ESE OF THE STATION, 24
 MB2939'FEET E OF THE
 MB2939'APPROXIMATE CENTER LINE OF STATE HIGHWAY 57, AND 13.5
 MB2939'FEET N OF THE CENTER OF THE
 MB2939'GATE.  IT IS A BRONZE AZIMUTH DISK,
 MB2939'STAMPED GRAFTON 1943.
 MB2939'
 MB2939'TO REACH THE STATION FROM VALLEY CITY, GO W FOR 1.9 MILES TO
 MB2939'THE JUNCTION OF
 MB2939'STATE HIGHWAY 57, THENCE S ON HIGHWAY 57 FOR 1.9
 MB2939'MILES TO THE AZIMUTH MARK ON THE
 MB2939'LEFT, CONTINUE S TO A CROSS ROAD,
 MB2939'MAKE SHARP RIGHT TURN ON GRAVELED ROAD AND GO 0.45
 MB2939'MILE TO ARMBRUSTERS
 MB2939'HOUSE ON THE RIGHT AND ROAD ON THE LEFT, TURN LEFT AND
 MB2939'GO ACROSS THE
 MB2939'BALTIMORE AND OHIO RAILROAD TRACKS FOR 0.05 MILE TO A
 MB2939'GATE, PASS THROUGH GATE AND TURN
 MB2939'SHARP RIGHT AND PROCEED ALONG THE
 MB2939'W SIDE OF THE FENCE FOR ABOUT 0.2 MILE TO THE
 MB2939'STATION.
 MB2939
 MB2939                          STATION RECOVERY (1959)
 MB2939
 MB2939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 MB2939'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 MB2939'THE AZIMUTH MARK
 MB2939'WERE RECOVERED AS DESCRIBED.
 MB2939'
 MB2939'THE TO REACH IS ADEQUATE.
 MB2939'
 MB2939'THE STATION IS NOW ON PROPERTY OWNED BY MR. N.K. FERRIER.
 MB2939'
 MB2939'STANDARD METAL WITNESS POSTS WERE SET 2.2 FEET WEST AND 1.1 FEET EAST
 MB2939'OF THE STATION MARK AND THE
 MB2939'AZIMUTH MARK RESPECTIVELY.
 MB2939'
 MB2939'THE DIRECTIONS TO REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 MB2939'AZIMUTH MARK WERE VERIFIED.
 MB2939'
 MB2939'THE DISTANCE TO REFERENCE MARK NO. 2 WAS VERIFIED.
 MB2939'
 MB2939'HORIZONTAL MEASUREMENT TO REFERENCE MARK NO. 1 WAS MADE BY USING 5
 MB2939'KILOS TENSION ON A STANDARD
 MB2939'30-METER STEEL TAPE AND A DIFFERENCE OF .007 METER (LONGER DISTANCE)
 MB2939'WAS OBTAINED.
 MB2939'
 MB2939'CWL 18 TT, IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MB2939'STAMPED CWL 18 1952 TT, SET IN A
 MB2939'ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 35 FEET NORTHWEST
 MB2939'OF THE CENTERLINE OF DRIVEWAY TO
 MB2939'HOUSE, 19 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL ROAD
 MB2939'10 FEET NORTHWEST OF A POWERLINE POLE AND 1 FOOT
 MB2939'NORTHEAST OF A FENCELINE.  IT IS ABOUT
 MB2939'0.3 MILE EAST OF THE STATION 35 FEET NORTH OF THE DRIVEWAY TO THE
 MB2939'HOME OF MR. FERRIER.
 MB2939
 MB2939                          STATION RECOVERY (1968)
 MB2939
 MB2939'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1968 (SLC)
 MB2939'GRAFTON RECOVERED GOOD.
 MB2939
 MB2939                          STATION RECOVERY (1970)
 MB2939
 MB2939'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (AEF)
 MB2939'MARKED STAMPED - GRAFTON CONDITION - GOOD
 MB2939'1877-1943
 MB2939'GOOD
 MB2939'R.M. NO. 1 GOOD
 MB2939'R.M. NO. 2 GOOD
 MB2939'AZIMUTH MARK GOOD
 MB2939
 MB2939                          STATION RECOVERY (1996)
 MB2939
 MB2939'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2038 ***********************************************************************
 JX2038  DESIGNATION -  GRAHAM
 JX2038  PID         -  JX2038
 JX2038  STATE/COUNTY-  OH/BELMONT
 JX2038  USGS QUAD   -  BUSINESSBURG (1976)
 JX2038
 JX2038                         *CURRENT SURVEY CONTROL
 JX2038  ___________________________________________________________________
 JX2038* NAD 83(1995)-  39 55 18.49004(N)    080 51 46.34240(W)     ADJUSTED  
 JX2038* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 JX2038  ___________________________________________________________________
 JX2038  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JX2038  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JX2038
 JX2038  HORZ ORDER  -  SECOND
 JX2038
 JX2038.The horizontal coordinates were established by classical geodetic methods
 JX2038.and adjusted by the National Geodetic Survey in April 1998..
 JX2038
 JX2038.The orthometric height was scaled from a topographic map.
 JX2038
 JX2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2038
 JX2038.The geoid height was determined by GEOID03.
 JX2038
 JX2038;                    North         East     Units Scale Factor Converg.
 JX2038;SPC OH S     -   214,619.186   739,949.448   MT  0.99997984   +1 02 19.6
 JX2038;UTM  17      - 4,419,087.151   511,718.472   MT  0.99960169   +0 05 16.8
 JX2038
 JX2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2038!SPC OH S     -   0.99994006  x   0.99997984  =   0.99991991
 JX2038!UTM  17      -   0.99994006  x   0.99960169  =   0.99954178
 JX2038
 JX2038:                Primary Azimuth Mark                     Grid Az
 JX2038:SPC OH S     -  CRESAP KAMMER POWER CO E STACK           155 08 42.7
 JX2038:UTM  17      -  CRESAP KAMMER POWER CO E STACK           156 05 45.5
 JX2038
 JX2038|---------------------------------------------------------------------|
 JX2038| PID    Reference Object                     Distance      Geod. Az  |
 JX2038|                                                           dddmmss.s |
 JX2038| JX2052 CRESAP KAMMER POWER CO E STACK      APPROX. 9.3 KM 1561102.3 |
 JX2038| JX2051 CRESAP KAMMER POWER CO W STACK      APPROX. 9.2 KM 1561930.2 |
 JX2038| CX4609 GRAHAM RM 1                         127.751 METERS 22545     |
 JX2038| CX4610 GRAHAM RM 2                          93.778 METERS 29649     |
 JX2038| CX4608 GRAHAM AZ MK                                       3271917.9 |
 JX2038|---------------------------------------------------------------------|
 JX2038
 JX2038                          SUPERSEDED SURVEY CONTROL
 JX2038
 JX2038  NAD 83(1986)-  39 55 18.49966(N)    080 51 46.34886(W) AD(       ) 2
 JX2038  NAD 27      -  39 55 18.23820(N)    080 51 47.02170(W) AD(       ) 2
 JX2038
 JX2038.Superseded values are not recommended for survey control.
 JX2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2038.See file dsdata.txt to determine how the superseded data were derived.
 JX2038
 JX2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE1171819087(NAD 83)
 JX2038_MARKER: DS = TRIANGULATION STATION DISK
 JX2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2038_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2038
 JX2038  HISTORY     - Date     Condition        Report By
 JX2038  HISTORY     - 1963     MONUMENTED       CGS
 JX2038
 JX2038                          STATION DESCRIPTION
 JX2038
 JX2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2038'THE STATION IS ABOUT 12-1/2 MILES SOUTH-SOUTHWEST OF WHEELING, 6-1/2
 JX2038'MILES WEST OF MOUNDSVILLE, 1
 JX2038'MILE SOUTHWEST OF BUSINESSBURG, IN SECTION 29, R 3 W, T 4 N., AND ON
 JX2038'THE PROPERTY OF MR. GEORGE GRAHAM.
 JX2038'IT IS ABOUT 250 FEET EAST OF THE CENTERLINE OF BELMONT
 JX2038'COUNTY ROAD 56, 141 FEET NORTHWEST OF A 12 INCH
 JX2038'WILD CHERRY TREE AND 423 FEET NORTHEAST
 JX2038'OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JX2038'GRAHAM 1963.
 JX2038'
 JX2038'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 148 IN POWHATAN
 JX2038'POINT, GO NORTH ON HIGHWAY 7
 JX2038'FOR 4.8 MILES TO THE JUNCTION WITH STATE HIGHWAY 655 JUST AFTER
 JX2038'CROSSING A STEEL BRIDGE.  TURN LEFT
 JX2038'AND GO WESTERLY ON HIGHWAY 655 FOR 3.85 TO WHERE THE HIGHWAY
 JX2038'TURNS SHARP RIGHT ACROSS A CREEK AND A
 JX2038'GRAVELED ROAD CONTINUES STRAIGHT AHEAD (MEAD
 JX2038'TOWNSHIP ROAD 714).  CONTINUE STRAIGHT AHEAD WESTERLY UP
 JX2038'A STEEP HILL ON A CROOKED
 JX2038'GRAVELED ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT.  CONTINUE WESTERLY ON
 JX2038'THE GRAVELED ROAD FOR 0.3 MILE TO
 JX2038'THE JUNCTION WITH BELMONT COUNTY ROAD 56.  TURN LEFT AND GO SOUTHERLY
 JX2038'ON BELMONT COUNTY ROAD 56 FOR 0.15
 JX2038'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHERLY
 JX2038'ON ROAD 56 FOR 0.15 MILE TO A CROSSROAD.  CONTINUE
 JX2038'SOUTH ON ROAD 56 FOR 0.4 MILE TO
 JX2038'REFERENCE MARK 1 ON THE LEFT AND A FIELD ENTRANCE ON THE LEFT.  TURN
 JX2038'LEFT AND GO NORTHEAST ACROSS A GRASS
 JX2038'COVERED FIELD FOR 0.1 MILE TO THE TOP OF A HILL AND THE STATION.
 JX2038'
 JX2038'REFERENCE MARK 1 IS 2 FEET NORTH OF A WITNESS POST, 3 FEET EAST OF A
 JX2038'WIRE FENCE AND 18 FEET EAST OF
 JX2038'THE CENTERLINE OF BELMONT COUNTY ROAD 56.  THE MONUMENT IS FLUSH AND
 JX2038'THE DISK IS STAMPED GRAHAM NO 1 1963.
 JX2038'
 JX2038'REFERENCE MARK 2 IS 4 FEET EAST OF A WIRE FENCE AND 25 FEET EAST OF
 JX2038'THE CENTERLINE OF COUNTY ROAD
 JX2038'56.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRAHAM NO 2 1963.
 JX2038'
 JX2038'THE AZIMUTH MARK IS 2 FEET SOUTHWEST OF A WITNESS POST, 19 FEET EAST
 JX2038'OF THE CENTERLINE OF COUNTY ROAD 56
 JX2038'AND 67 FEET NORTHWEST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS
 JX2038'1 INCH AND THE DISK IS STAMPED
 JX2038'GRAHAM 1963.
 JX2038'
 JX2038'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JX2038'
 JX2038'NO MEASUREMENT BETWEEN R.M.S TREES ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1828 ***********************************************************************
 KZ1828  DESIGNATION -  GRAHAM
 KZ1828  PID         -  KZ1828
 KZ1828  STATE/COUNTY-  OH/COSHOCTON
 KZ1828  USGS QUAD   -  TRINWAY (1981)
 KZ1828
 KZ1828                         *CURRENT SURVEY CONTROL
 KZ1828  ___________________________________________________________________
 KZ1828* NAD 83(1995)-  40 13 00.62443(N)    082 06 07.04854(W)     ADJUSTED  
 KZ1828* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 KZ1828  ___________________________________________________________________
 KZ1828  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 KZ1828  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KZ1828
 KZ1828  HORZ ORDER  -  SECOND
 KZ1828
 KZ1828.The horizontal coordinates were established by classical geodetic methods
 KZ1828.and adjusted by the National Geodetic Survey in April 1998..
 KZ1828
 KZ1828.The orthometric height was scaled from a topographic map.
 KZ1828
 KZ1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1828
 KZ1828.The geoid height was determined by GEOID03.
 KZ1828
 KZ1828;                    North         East     Units Scale Factor Converg.
 KZ1828;SPC OH N     -    61,173.211   633,884.114   MT  1.00004851   +0 15 41.4
 KZ1828;SPC OH S     -   246,185.202   633,883.883   MT  1.00004147   +0 15 09.2
 KZ1828;UTM  17      - 4,452,407.045   406,234.437   MT  0.99970823   -0 42 41.6
 KZ1828
 KZ1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1828!SPC OH N     -   0.99995180  x   1.00004851  =   1.00000031
 KZ1828!SPC OH S     -   0.99995180  x   1.00004147  =   0.99999327
 KZ1828!UTM  17      -   0.99995180  x   0.99970823  =   0.99966004
 KZ1828
 KZ1828|---------------------------------------------------------------------|
 KZ1828| PID    Reference Object                     Distance      Geod. Az  |
 KZ1828|                                                           dddmmss.s |
 KZ1828| CE6661 GRAHAM RM 1                          24.065 METERS 11128     |
 KZ1828| CE6662 GRAHAM RM 2                          24.593 METERS 20048     |
 KZ1828| KZ1821 NEW CASTLE ATT MICROWAVE TOWER      APPROX.13.7 KM 3453648.3 |
 KZ1828| KZ1822 NEW CASTLE WU MICROWAVE TOWER       APPROX.13.2 KM 3455023.6 |
 KZ1828| KZ1815 SCOTT                               APPROX. 6.5 KM 3472855.5 |
 KZ1828|---------------------------------------------------------------------|
 KZ1828
 KZ1828                          SUPERSEDED SURVEY CONTROL
 KZ1828
 KZ1828  NAD 83(1986)-  40 13 00.63044(N)    082 06 07.05593(W) AD(       ) 2
 KZ1828  NAD 27      -  40 13 00.37820(N)    082 06 07.55200(W) AD(       ) 2
 KZ1828
 KZ1828.Superseded values are not recommended for survey control.
 KZ1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1828.See file dsdata.txt to determine how the superseded data were derived.
 KZ1828
 KZ1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0623452407(NAD 83)
 KZ1828_MARKER: DS = TRIANGULATION STATION DISK
 KZ1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1828
 KZ1828  HISTORY     - Date     Condition        Report By
 KZ1828  HISTORY     - 1959     MONUMENTED       CGS
 KZ1828
 KZ1828                          STATION DESCRIPTION
 KZ1828
 KZ1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1828'THE STATION IS ABOUT 8 MILES NORTHWEST OD DRESDEN, 2 MILES WEST OF
 KZ1828'COOPERDALE, 1-1/4 MILE
 KZ1828'SOUTHEAST OF WEST CARLISLE IN THE NORTHWEST QUARTER OF SEC. 10, T 4
 KZ1828'N, R 9 W, PIKE TOWNSHIP, ON PROPERTY
 KZ1828'OWNED BY MR. KENNETH E. ANDERSON.
 KZ1828'
 KZ1828'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77 AND 16,
 KZ1828'ABOUT 2 MILES NORTH OF
 KZ1828'DRESDEN, GO WEST ON THE COMBINED HIGHWAYS FOR 1.4 MILES TO A SIDE
 KZ1828'ROAD ON THE RIGHT.  TURN RIGHT AND
 KZ1828'GO NORTH ON STATE HIGHWAY 77 FOR 5.4 MILES TO A GRAVEL CROSSROAD
 KZ1828'IN THE VILLAGE OF COOPERDALE.  CONTINUE
 KZ1828'ON HIGHWAY 77 FOR 0.15 MILE TO A FORK IN THE
 KZ1828'ROAD.  BEAR LEFT AND FOLLOW THE BLACKTOP ROAD NORTHWEST
 KZ1828'0.7 MILE TO A FORK IN THE ROAD.  BEAR
 KZ1828'LEFT AND GO WESTERLY FOR 1.0 MILE TO A T-INTERSECTION.  TURN LEFT AND
 KZ1828'GO SOUTH AND WEST FOR 0.65 MILE TO A
 KZ1828'GRAVEL SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 KZ1828'GRAVEL ROAD FOR 0.65 MILE TO A GRAVEL
 KZ1828'DRIVEWAY ON THE RIGHT.  (K.E. ANDERSONS RESIDENCE)
 KZ1828'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO THE CREST OF
 KZ1828'THE HILL AND THE STATION ON THE LEFT.
 KZ1828'
 KZ1828'STATION MARKS ARE STANDARD DISK STAMPED GRAHAM 1959.  THE SURFACE
 KZ1828'DISK IS SET IN A SQUARE
 KZ1828'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 38 FEET SOUTHEAST OF A
 KZ1828'36-INCH OAK TREE WITH A TRIANGULAR
 KZ1828'BLAZE, 49 FEET NORTHEAST OF THE CENTER OF THE GRAVEL ROAD
 KZ1828'AND 44 FEET NORTHWEST OF AN 18-INCH OAK TREE
 KZ1828'WITH A TRIANGULAR BLAZE.  A STANDARD METAL
 KZ1828'WITNESS POST WAS SET 2.2 FEET NORTHWEST OF THE MARK.  THE
 KZ1828'UNDERGROUND DISK IS SET IN AN
 KZ1828'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1828'
 KZ1828'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRAHAM NO 1 1959, IS
 KZ1828'SET IN A SQUARE CONCRETE POST
 KZ1828'WHICH PROJECTS 4 INCHES.  IT IS 49 FEET EAST OF AN 18-INCH OAK TREE
 KZ1828'WITH A TRIANGULAR BLAZE AND 49 FEET
 KZ1828'EAST OF AN 18-INCH OAK TREE WITH A TRIANGULAR BLAZE.
 KZ1828'
 KZ1828'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRAHAM NO 2 1959, IS
 KZ1828'SET IN A SQUARE CONCRETE POST
 KZ1828'WHICH PROJECTS 2 INCHES.  IT IS 23 FEET SOUTHWEST OF THE CENTER OF
 KZ1828'THE GRAVEL ROAD, 17 FEET
 KZ1828'SOUTHEAST OF A TELEPHONE POLE AND 70 FEET EAST OF A POWER POLE.
 KZ1828'
 KZ1828'NOTE- NO AZIMUTH MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3216 ***********************************************************************
 JZ3216  DESIGNATION -  GRAND
 JZ3216  PID         -  JZ3216
 JZ3216  STATE/COUNTY-  OH/HAMILTON
 JZ3216  USGS QUAD   -  COVINGTON (1987)
 JZ3216
 JZ3216                         *CURRENT SURVEY CONTROL
 JZ3216  ___________________________________________________________________
 JZ3216* NAD 83(1995)-  39 05 45.49644(N)    084 33 43.69486(W)     ADJUSTED  
 JZ3216* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 JZ3216  ___________________________________________________________________
 JZ3216  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 JZ3216  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3216
 JZ3216  HORZ ORDER  -  SECOND
 JZ3216
 JZ3216.The horizontal coordinates were established by classical geodetic methods
 JZ3216.and adjusted by the National Geodetic Survey in April 1998..
 JZ3216
 JZ3216.The orthometric height was scaled from a topographic map.
 JZ3216
 JZ3216.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3216
 JZ3216.The geoid height was determined by GEOID03.
 JZ3216
 JZ3216;                    North         East     Units Scale Factor Converg.
 JZ3216;SPC OH S     -   123,704.035   421,630.709   MT  0.99994851   -1 18 30.5
 JZ3216;SPC KY1Z     - 1,307,283.999 1,602,771.878   MT  1.00013182   +0 43 45.5
 JZ3216;SPC KY1Z     - 4,288,980.92  5,258,427.40   sFT  1.00013182   +0 43 45.5
 JZ3216;SPC KY N     -   177,201.720   472,996.672   MT  1.00002222   -0 11 39.0
 JZ3216;SPC KY N     -   581,369.31  1,551,823.25   sFT  1.00002222   -0 11 39.0
 JZ3216;UTM  16      - 4,330,256.112   710,826.479   MT  1.00014733   +1 32 16.6
 JZ3216
 JZ3216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3216!SPC OH S     -   0.99996615  x   0.99994851  =   0.99991466
 JZ3216!SPC KY1Z     -   0.99996615  x   1.00013182  =   1.00009797
 JZ3216!SPC KY N     -   0.99996615  x   1.00002222  =   0.99998837
 JZ3216!UTM  16      -   0.99996615  x   1.00014733  =   1.00011348
 JZ3216
 JZ3216|---------------------------------------------------------------------|
 JZ3216| PID    Reference Object                     Distance      Geod. Az  |
 JZ3216|                                                           dddmmss.s |
 JZ3216| CC9250 GRAND RM 1                            9.345 METERS 02506     |
 JZ3216| JZ3211 LUDLOW ST BONIFACE CATH CH          APPROX. 1.1 KM 1210445.6 |
 JZ3216| JZ3219 LUDLOW KENTON CHILDREN HOME TK      APPROX. 2.3 KM 1221647.3 |
 JZ3216| JZ3212 ST MICHAELS CATH CH STEEPLE         254.566 METERS 14403     |
 JZ3216| JZ3207 FORT MITCHELL MUNICIPAL TANK        APPROX. 4.4 KM 1561246.1 |
 JZ3216| CC9251 GRAND RM 2                           10.531 METERS 28920     |
 JZ3216|---------------------------------------------------------------------|
 JZ3216
 JZ3216                          SUPERSEDED SURVEY CONTROL
 JZ3216
 JZ3216  NAD 83(1995)-  39 05 45.50240(N)    084 33 43.70202(W) AD(       ) 2
 JZ3216  NAD 83(1986)-  39 05 45.50029(N)    084 33 43.70548(W) AD(       ) 2
 JZ3216  NAD 27      -  39 05 45.28200(N)    084 33 43.90600(W) AD(       ) 2
 JZ3216
 JZ3216.Superseded values are not recommended for survey control.
 JZ3216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3216.See file dsdata.txt to determine how the superseded data were derived.
 JZ3216
 JZ3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1082630256(NAD 83)
 JZ3216_MARKER: DD = SURVEY DISK
 JZ3216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3216
 JZ3216  HISTORY     - Date     Condition        Report By
 JZ3216  HISTORY     - 1947     MONUMENTED       USE
 JZ3216  HISTORY     - 1959     POOR             THOMAS
 JZ3216
 JZ3216                          STATION DESCRIPTION
 JZ3216
 JZ3216'DESCRIBED BY US ENGINEERS 1947 (CTH)
 JZ3216'STATION IS LOCATED IN THE CITY OF CINCINNATI IN THE SUBURB OF PRICE
 JZ3216'HILL AT THE RIVER END OF GRAND AVE. ON THE NORTH BANK OF THE OHIO
 JZ3216'RIVER. IT IS 54 FEET NORTH-NORTHEAST OF A POWER POLE, 17 FEET
 JZ3216'NORTHWEST OF THE NORTHWEST BANK OF THE OHIO RIVER AND 15 FEET EAST
 JZ3216'OF THE PROJECTED CENTERLINE OF GRAND AVE. THE MARK IS A STANDARD
 JZ3216'U.S.E.D. DISK IN THE TOP OF A CONCRETE BLOCK, 6 INCHES SQUARE AND
 JZ3216'PROJECTING ABOVE THE GROUND 16 INCHES. THE DISK IS STAMPED GRAND.
 JZ3216'
 JZ3216'REFERENCE MARK NO. 1 IS 30.66 FEET NORTH-NORTHEAST OF THE STATION, 25
 JZ3216'FEET EAST OF THE CENTERLINE OF GRAND AVE. AND 1 FOOT SOUTH OF A
 JZ3216'FENCE CORNER. THE MARK IS A STANDARD USC AND GS DISK SET IN A PRECAST
 JZ3216'CONCRETE BLOCK WHICH IS 6 INCHES IN DIAMETER AT THE TOP AND
 JZ3216'PROJECTS ABOVE THE GROUND 5 INCHES. THE DISK IS STAMPED GRAND USED
 JZ3216'1947.
 JZ3216'
 JZ3216'REFERENCE MARK NO. 2 IS 34.55 FEET WEST OF THE STATION, 55 FEET SOUTH
 JZ3216'OF A POWER POLE AND 18 FEET WEST OF THE PROJECTED
 JZ3216'CENTERLINE OF GRAND AVE. THE MARK IS A STANDARD USC AND GS DISK SET IN
 JZ3216'A PRECAST CONCRETE BLOCK WHICH IS 6 INCHES IN DIAMETER AT THE
 JZ3216'TOP AND PROJECTS ABOVE THE GROUND 10 INCHES. THE DISK IS STAMPED
 JZ3216'GRAND USED 1947.
 JZ3216'
 JZ3216'AZIMUTH MARK--TRIANGULATION STATIONS PEAK (U.S.E.D.) AND DEVOU
 JZ3216'(U.S.E.D.) CAN BE USED FOR AN
 JZ3216'AZIMUTH MARK.
 JZ3216'
 JZ3216'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JZ3216
 JZ3216                          STATION RECOVERY (1959)
 JZ3216
 JZ3216'RECOVERY NOTE BY THOMAS ENG AND SURV 1959 (LEW)
 JZ3216'STATION GRAND (USE), CONCRETE POST EXPOSED 2-1/2 FEET, POST IS LOOSE.
 JZ3216'RM 1 AND RM 2 UNDISTRIBED.
 JZ3216'
 JZ3216'PREPARED BY THE THOMAS ENGR AND SURVEY CO. FROM INFORMATION SUPPLIED
 JZ3216'BY L.E. WILCOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1434 ***********************************************************************
 MB1434  DESIGNATION -  GRANT
 MB1434  PID         -  MB1434
 MB1434  STATE/COUNTY-  OH/SUMMIT
 MB1434  USGS QUAD   -  AKRON WEST (1994)
 MB1434
 MB1434                         *CURRENT SURVEY CONTROL
 MB1434  ___________________________________________________________________
 MB1434* NAD 83(1995)-  41 03 43.96763(N)    081 31 05.23384(W)     ADJUSTED  
 MB1434* NAVD 88     -       315.417  (meters)    1034.83   (feet)  ADJUSTED  
 MB1434  ___________________________________________________________________
 MB1434  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 MB1434  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MB1434  DYNAMIC HT  -         315.278 (meters)    1034.37  (feet)  COMP
 MB1434  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 MB1434
 MB1434  HORZ ORDER  -  FIRST
 MB1434  VERT ORDER  -  FIRST     CLASS II
 MB1434
 MB1434.The horizontal coordinates were established by classical geodetic methods
 MB1434.and adjusted by the National Geodetic Survey in April 1998..
 MB1434
 MB1434.The orthometric height was determined by differential leveling
 MB1434.and adjusted by the National Geodetic Survey in June 1991..
 MB1434
 MB1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1434
 MB1434.The geoid height was determined by GEOID03.
 MB1434
 MB1434.The dynamic height is computed by dividing the NAVD 88
 MB1434.geopotential number by the normal gravity value computed on the
 MB1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1434.degrees latitude (g = 980.6199 gals.).
 MB1434
 MB1434.The modeled gravity was interpolated from observed gravity values.
 MB1434
 MB1434;                    North         East     Units Scale Factor Converg.
 MB1434;SPC OH N     -   155,434.281   682,526.120   MT  0.99993914   +0 38 42.2
 MB1434;UTM  17      - 4,545,792.657   456,466.188   MT  0.99962332   -0 20 25.3
 MB1434
 MB1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1434!SPC OH N     -   0.99995576  x   0.99993914  =   0.99989490
 MB1434!UTM  17      -   0.99995576  x   0.99962332  =   0.99957910
 MB1434
 MB1434:                Primary Azimuth Mark                     Grid Az
 MB1434:SPC OH N     -  AKRON ST MARYS CHURCH SPIRE              298 53 53.2
 MB1434:UTM  17      -  AKRON ST MARYS CHURCH SPIRE              299 53 00.7
 MB1434
 MB1434|---------------------------------------------------------------------|
 MB1434| PID    Reference Object                     Distance      Geod. Az  |
 MB1434|                                                           dddmmss.s |
 MB1434| MB2905 AKRON ST MARYS CHURCH SPIRE         APPROX. 0.9 KM 2993235.4 |
 MB1434|---------------------------------------------------------------------|
 MB1434
 MB1434                          SUPERSEDED SURVEY CONTROL
 MB1434
 MB1434  NAD 83(1986)-  41 03 43.97457(N)    081 31 05.23728(W) AD(       ) 1
 MB1434  NAD 27      -  41 03 43.77545(N)    081 31 05.81131(W) AD(       ) 1
 MB1434  NGVD 29 (??/??/92)  315.612  (m)         1035.47   (f) ADJ UNCH    1 2
 MB1434
 MB1434.Superseded values are not recommended for survey control.
 MB1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1434.See file dsdata.txt to determine how the superseded data were derived.
 MB1434
 MB1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5646645793(NAD 83)
 MB1434_MARKER: DD = SURVEY DISK
 MB1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1434_STAMPING: GRANT
 MB1434_MARK LOGO: OH0070
 MB1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1434+STABILITY: SURFACE MOTION
 MB1434
 MB1434  HISTORY     - Date     Condition        Report By
 MB1434  HISTORY     - 1963     MONUMENTED       OH0070
 MB1434  HISTORY     - 1964     GOOD             CGS
 MB1434
 MB1434                          STATION DESCRIPTION
 MB1434
 MB1434'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1434'THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF A BRIDGE ON THE
 MB1434'WEST EDGE OF GRANT STREET
 MB1434'AT A POINT WHERE GRANT STREET CROSSES OVER THE WEST EXPRESSWAY, ABOUT
 MB1434'1-1/4 MILES SOUTH OF DOWNTOWN AKRON.
 MB1434'IT IS A CITY OF AKRON DISK STAMPED GRANT, SET IN THE
 MB1434'TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS 4
 MB1434'INCHES UNDER A 3 FOOT SQUARE OF CONCRETE
 MB1434'THAT IS FLUSH WITH THE TOP OF THE STREET AND WITH A 9 INCH IRON
 MB1434'MANHOLE COVER.  IT IS 19.8 FEET
 MB1434'WEST OF THE CENTERLINE OF GRANT STREET, 39.7 FEET SOUTH OF THE
 MB1434'SOUTHWEST CORNER OF A BRIDGE, AND 7.1
 MB1434'FEET NORTHEAST OF THE SOUTHWEST CURB OF THE INTERSECTION OF GRANT
 MB1434'STREET AND EAST BOUND APPROACH TO THE
 MB1434'EXPRESSWAY.
 MB1434
 MB1434                          STATION RECOVERY (1964)
 MB1434
 MB1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1434'AT AKRON.
 MB1434'AT AKRON, NEAR THE INTERSECTION OF GRANT STREET AND EAST SOUTH
 MB1434'STREET, 0.3 MILE EAST ALONG EAST SOUTH STREET FROM THE CROSSING
 MB1434'OF THE BALTIMORE AND OHIO RAILROAD, NEAR THE GRANT STREET BRIDGE
 MB1434'OVER THE WEST EXPRESSWAY, 163 FEET NORTH OF THE CENTER LINE OF
 MB1434'EAST SOUTH STREET, 39.7 FEET SOUTH OF THE SOUTHWEST CORNER OF
 MB1434'THE GRANT STREET BRIDGE OVER EXPRESSWAY, 20 FEET WEST OF THE CENTER
 MB1434'LINE OF GRANT STREET, 7.1 FEET NORTHEAST OF THE SOUTHWEST CURB
 MB1434'OF THE INTERSECTION OF GRANT STREET AND EAST-BOUND APPROACH TO
 MB1434'THE EXPRESSWAY, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW
 MB1434'THE LEVEL OF THE STREET ACCESS TO WHICH IS HAD THROUGH A 9
 MB1434'INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7608 ***********************************************************************
 AH7608  DESIGNATION -  GRANVILLE TWP 1
 AH7608  PID         -  AH7608
 AH7608  STATE/COUNTY-  OH/LICKING
 AH7608  USGS QUAD   -  GRANVILLE (1984)
 AH7608
 AH7608                         *CURRENT SURVEY CONTROL
 AH7608  ___________________________________________________________________
 AH7608* NAD 83(1995)-  40 06 32.30898(N)    082 31 07.28342(W)     ADJUSTED  
 AH7608* NAVD 88     -       362.3    (meters)    1189.     (feet)  GPS OBS   
 AH7608  ___________________________________________________________________
 AH7608  X           -     636,062.970 (meters)                     COMP
 AH7608  Y           -  -4,843,586.499 (meters)                     COMP
 AH7608  Z           -   4,087,458.863 (meters)                     COMP
 AH7608  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AH7608  ELLIP HEIGHT-         328.28  (meters)          (10/07/05) GPS OBS
 AH7608  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AH7608
 AH7608  HORZ ORDER  -  FIRST
 AH7608  ELLP ORDER  -  FOURTH    CLASS II
 AH7608
 AH7608.The horizontal coordinates were established by GPS observations
 AH7608.and adjusted by the National Geodetic Survey in February 1999..
 AH7608
 AH7608.The orthometric height was determined by GPS observations and a
 AH7608.high-resolution geoid model.
 AH7608
 AH7608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7608
 AH7608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7608
 AH7608.The ellipsoidal height was determined by GPS observations
 AH7608.and is referenced to NAD 83.
 AH7608
 AH7608.The geoid height was determined by GEOID03.
 AH7608
 AH7608;                    North         East     Units Scale Factor Converg.
 AH7608;SPC OH S     -   234,133.212   598,406.517   MT  1.00001584   -0 00 42.7
 AH7608;UTM  17      - 4,440,957.712   370,568.793   MT  0.99980623   -0 58 42.7
 AH7608
 AH7608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7608!SPC OH S     -   0.99994850  x   1.00001584  =   0.99996434
 AH7608!UTM  17      -   0.99994850  x   0.99980623  =   0.99975474
 AH7608
 AH7608                          SUPERSEDED SURVEY CONTROL
 AH7608
 AH7608  ELLIP H (02/25/99)  328.30   (m)                       GP(       ) 4 2
 AH7608
 AH7608.Superseded values are not recommended for survey control.
 AH7608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7608.See file dsdata.txt to determine how the superseded data were derived.
 AH7608
 AH7608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7056940958(NAD 83)
 AH7608_MARKER: DD = SURVEY DISK
 AH7608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7608_STAMPING: GRANVILLE TWP 1 1998
 AH7608_MARK LOGO: OH-089
 AH7608_PROJECTION: FLUSH
 AH7608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7608+STABILITY: SURFACE MOTION
 AH7608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7608+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 AH7608
 AH7608  HISTORY     - Date     Condition        Report By
 AH7608  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7608  HISTORY     - 20050320 GOOD             USPSQD
 AH7608
 AH7608                          STATION DESCRIPTION
 AH7608
 AH7608'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7608'THE STATION IS LOCATED IN GRANVILLE TOWNSHIP IN LICKING COUNTY, OHIO
 AH7608'ABOUT 2.5 MILES (4.0 KM) NORTH OF THE TOWN OF GRANVILLE.  TO REACH THE
 AH7608'STATION FROM THE INTERSECTION OF NORTH STREET ROAD (SR 661) AND
 AH7608'NEWARK-GRANVILLE ROAD (CR 539) IN GRANVILLE PROCEED NORTH ALONG NORTH
 AH7608'STREET ROAD (SR 661) A DISTANCE OF 3.0 MILES (4.8 KM) TO THE STATION
 AH7608'ON THE LEFT.  THE STATION IS APPROXIMATELY 300 FEET (91.4 M) SOUTH OF
 AH7608'CAMBRIA MILLS ROAD (T-119) .  THE STATION IS A STANDARD 3 1/4 INCH
 AH7608'LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT
 AH7608'SET TWO INCHES BELOW THE GROUND SURFACE AND STAMPED GRANVILLE TWP 1
 AH7608'1998.  THE STATION IS 36.8 FEET (11.2 M) AZIMUTH 208 DEGREES TO A
 AH7608'FENCE GATE POST, 44.4 FEET (13.5 M) AZIMUTH 229 DEGREES TO A FENCE
 AH7608'GATE POST, 75.9 FEET (23.1 M) AZIMUTH 320 DEGREES TO A 28 INCH SUGAR
 AH7608'MAPLE TREE, AND 68.2 FEET (20.8 M) AZIMUTH10 DEGREES TO A MAIL BOX
 AH7608'POST.
 AH7608
 AH7608                          STATION RECOVERY (2005)
 AH7608
 AH7608'RECOVERY NOTE BY US POWER SQUADRON 2005
 AH7608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7609 ***********************************************************************
 AH7609  DESIGNATION -  GRANVILLE TWP 2
 AH7609  PID         -  AH7609
 AH7609  STATE/COUNTY-  OH/LICKING
 AH7609  USGS QUAD   -  NEWARK (1982)
 AH7609
 AH7609                         *CURRENT SURVEY CONTROL
 AH7609  ___________________________________________________________________
 AH7609* NAD 83(1995)-  40 06 36.75936(N)    082 29 07.66790(W)     ADJUSTED  
 AH7609* NAVD 88     -       296.1    (meters)     971.     (feet)  GPS OBS   
 AH7609  ___________________________________________________________________
 AH7609  X           -     638,853.534 (meters)                     COMP
 AH7609  Y           -  -4,843,078.965 (meters)                     COMP
 AH7609  Z           -   4,087,521.213 (meters)                     COMP
 AH7609  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AH7609  ELLIP HEIGHT-         262.10  (meters)          (10/07/05) GPS OBS
 AH7609  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 AH7609
 AH7609  HORZ ORDER  -  FIRST
 AH7609  ELLP ORDER  -  FOURTH    CLASS II
 AH7609
 AH7609.The horizontal coordinates were established by GPS observations
 AH7609.and adjusted by the National Geodetic Survey in February 1999..
 AH7609
 AH7609.The orthometric height was determined by GPS observations and a
 AH7609.high-resolution geoid model.
 AH7609
 AH7609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7609
 AH7609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7609
 AH7609.The ellipsoidal height was determined by GPS observations
 AH7609.and is referenced to NAD 83.
 AH7609
 AH7609.The geoid height was determined by GEOID03.
 AH7609
 AH7609;                    North         East     Units Scale Factor Converg.
 AH7609;SPC OH S     -   234,270.415   601,239.366   MT  1.00001612   +0 00 33.2
 AH7609;UTM  17      - 4,441,047.090   373,402.946   MT  0.99979730   -0 57 25.7
 AH7609
 AH7609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7609!SPC OH S     -   0.99995888  x   1.00001612  =   0.99997500
 AH7609!UTM  17      -   0.99995888  x   0.99979730  =   0.99975619
 AH7609
 AH7609                          SUPERSEDED SURVEY CONTROL
 AH7609
 AH7609  ELLIP H (02/25/99)  262.12   (m)                       GP(       ) 4 2
 AH7609
 AH7609.Superseded values are not recommended for survey control.
 AH7609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7609.See file dsdata.txt to determine how the superseded data were derived.
 AH7609
 AH7609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7340341047(NAD 83)
 AH7609_MARKER: DD = SURVEY DISK
 AH7609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7609_STAMPING: GRANVILLE TWP 2 1998
 AH7609_MARK LOGO: OH-089
 AH7609_PROJECTION: FLUSH
 AH7609_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7609+STABILITY: SURFACE MOTION
 AH7609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7609+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7609
 AH7609  HISTORY     - Date     Condition        Report By
 AH7609  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7609
 AH7609                          STATION DESCRIPTION
 AH7609
 AH7609'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7609'THE STATION IS LOCATED IN GRANVILLE TOWNSHIP IN LICKING COUNTY, OHIO
 AH7609'ABOUT 3.0 MILES (4.8 KM) NORTHEAST OF THE TOWN OF GRANVILLE.  TO REACH
 AH7609'THE STATION FROM THE INTERSECTION OF NORTH STREET ROAD (SR 661) AND
 AH7609'NEWARK-GRANVILLE ROAD (CR 539) IN GRANVILLE PROCEED NORTH ALONG NORTH
 AH7609'STREET ROAD (SR 661) A DISTANCE OF 3.0 MILES (4.8 KM) TO ITS
 AH7609'INTERSECTION WITH CAMBRIA MILL ROAD (T-119) .  TURN RIGHT AND PROCEED
 AH7609'EAST ALONG CAMBRIA MILL ROAD (T-119) A DISTANCE OF 1.8 MILES (2.9 KM)
 AH7609'TO ITS INTERSECTION WITH PHILLIPS ROAD (T-120) .  TURN LEFT AND
 AH7609'PROCEED NORTH ALONG PHILLIPS ROAD (T-120) A DISTANCE OF 0.2 MILES (0.3
 AH7609'KM) TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD 3 1/4 INCH
 AH7609'LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT
 AH7609'ONE INCH BELOW THE GROUND SURFACE AND STAMPED GRANVILLE TWP 2 1998.
 AH7609'THE STATION IS 91.0 FEET (27.7 M) AZIMUTH 188 DEGREES TO A 36 INCH CMP
 AH7609'CULVERT, 40.9 FEET (12.5 M) AZIMUTH 34 DEGREES TO A POWER POLE WITH
 AH7609'THE NUMBER 2K15, 45.3 FEET (13.8 M) AZIMUTH 243 DEGREES TO A FENCE
 AH7609'POST, AND 80.6 FEET (24.6 M) AZIMUTH 184 DEGREES TO A COLUMBIA GAS
 AH7609'LINE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7624 ***********************************************************************
 AH7624  DESIGNATION -  GRANVILLE TWP 3
 AH7624  PID         -  AH7624
 AH7624  STATE/COUNTY-  OH/LICKING
 AH7624  USGS QUAD   -  GRANVILLE (1984)
 AH7624
 AH7624                         *CURRENT SURVEY CONTROL
 AH7624  ___________________________________________________________________
 AH7624* NAD 83(1995)-  40 04 42.86471(N)    082 31 53.56631(W)     ADJUSTED  
 AH7624* NAVD 88     -       308.5    (meters)    1012.     (feet)  GPS OBS   
 AH7624  ___________________________________________________________________
 AH7624  X           -     635,253.362 (meters)                     COMP
 AH7624  Y           -  -4,845,843.947 (meters)                     COMP
 AH7624  Z           -   4,084,841.711 (meters)                     COMP
 AH7624  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AH7624  ELLIP HEIGHT-         274.41  (meters)          (10/07/05) GPS OBS
 AH7624  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AH7624
 AH7624  HORZ ORDER  -  FIRST
 AH7624  ELLP ORDER  -  FOURTH    CLASS II
 AH7624
 AH7624.The horizontal coordinates were established by GPS observations
 AH7624.and adjusted by the National Geodetic Survey in February 1999..
 AH7624
 AH7624.The orthometric height was determined by GPS observations and a
 AH7624.high-resolution geoid model.
 AH7624
 AH7624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7624
 AH7624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7624
 AH7624.The ellipsoidal height was determined by GPS observations
 AH7624.and is referenced to NAD 83.
 AH7624
 AH7624.The geoid height was determined by GEOID03.
 AH7624
 AH7624;                    North         East     Units Scale Factor Converg.
 AH7624;SPC OH S     -   230,757.836   597,309.214   MT  1.00000926   -0 01 12.1
 AH7624;UTM  17      - 4,437,602.009   369,414.950   MT  0.99980992   -0 59 10.3
 AH7624
 AH7624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7624!SPC OH S     -   0.99995695  x   1.00000926  =   0.99996621
 AH7624!UTM  17      -   0.99995695  x   0.99980992  =   0.99976688
 AH7624
 AH7624                          SUPERSEDED SURVEY CONTROL
 AH7624
 AH7624  ELLIP H (02/25/99)  274.43   (m)                       GP(       ) 4 2
 AH7624
 AH7624.Superseded values are not recommended for survey control.
 AH7624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7624.See file dsdata.txt to determine how the superseded data were derived.
 AH7624
 AH7624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6941537602(NAD 83)
 AH7624_MARKER: DD = SURVEY DISK
 AH7624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7624_STAMPING: GRANVILLE TWP 3 1998
 AH7624_MARK LOGO: OH-089
 AH7624_PROJECTION: FLUSH
 AH7624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7624+STABILITY: SURFACE MOTION
 AH7624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7624+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 AH7624
 AH7624  HISTORY     - Date     Condition        Report By
 AH7624  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7624  HISTORY     - 20050320 GOOD             USPSQD
 AH7624
 AH7624                          STATION DESCRIPTION
 AH7624
 AH7624'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7624'THE STATION IS LOCATED IN GRANVILLE TOWNSHIP IN LICKING COUNTY, OHIO
 AH7624'ABOUT 1.0 MILE (1.6 KM) NORTHWEST OF THE TOWN OF GRANVILLE.  TO REACH
 AH7624'THE STATION FROM THE INTERSECTION OF NORTH STREET ROAD (SR 661) AND
 AH7624'NEWARK-GRANVILLE ROAD (CR 539) IN GRANVILLE PROCEED NORTH ALONG NORTH
 AH7624'STREET ROAD (CR 661) A DISTANCE OF 0.1 MILE (0.2 KM) TO ITS
 AH7624'INTERSECTION WITH NEWBURG ROAD (T-109) .  TURN LEFT AND PROCEED WEST
 AH7624'ALONG NEWBURG ROAD (T-109) A DISTANCE OF 0.5 MILE (0.8 KM) TO THE
 AH7624'STATION ON THE RIGHT.  THE STATION IS ON THE NORTH SIDE OF NEWBURG
 AH7624'ROAD AT THE GRANVILLE SCHOOL BALLFIELD.  THE STATION IS A STANDARD 3
 AH7624'1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7624'MONUMENT ONE INCH BELOW THE GROUND SURFACE AND STAMPED GRANVILLE TWP 3
 AH7624'1998.  THE STATION IS 76.4 FEET (23.3 M) AZIMUTH 31 DEGREES TO THE
 AH7624'EAST CORNER OF THE BASEBALL DUGOUT, 73.7 FEET (22.5 M) AZIMUTH 357
 AH7624'DEGREES TO THE WEST CORNER OF THE BASEBALL DUGOUT, 49.7 FEET (15.1 M)
 AH7624'AZIMUTH 347 DEGREES TO A ONE INCH IN DIAMETER BALSM TREE, AND 137.5
 AH7624'FEET (41.9 M) AZIMUTH 142 DEGREES TO A GAS LINE MARKER.
 AH7624
 AH7624                          STATION RECOVERY (2005)
 AH7624
 AH7624'RECOVERY NOTE BY US POWER SQUADRON 2005
 AH7624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7625 ***********************************************************************
 AH7625  DESIGNATION -  GRANVILLE TWP 4
 AH7625  PID         -  AH7625
 AH7625  STATE/COUNTY-  OH/LICKING
 AH7625  USGS QUAD   -  NEWARK (1982)
 AH7625
 AH7625                         *CURRENT SURVEY CONTROL
 AH7625  ___________________________________________________________________
 AH7625* NAD 83(1995)-  40 03 48.46001(N)    082 29 34.77216(W)     ADJUSTED  
 AH7625* NAVD 88     -       277.9    (meters)     912.     (feet)  GPS OBS   
 AH7625  ___________________________________________________________________
 AH7625  X           -     638,652.027 (meters)                     COMP
 AH7625  Y           -  -4,846,463.182 (meters)                     COMP
 AH7625  Z           -   4,083,537.871 (meters)                     COMP
 AH7625  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AH7625  ELLIP HEIGHT-         243.83  (meters)          (10/07/05) GPS OBS
 AH7625  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AH7625
 AH7625  HORZ ORDER  -  FIRST
 AH7625  ELLP ORDER  -  FOURTH    CLASS II
 AH7625
 AH7625.The horizontal coordinates were established by GPS observations
 AH7625.and adjusted by the National Geodetic Survey in February 1999..
 AH7625
 AH7625.The orthometric height was determined by GPS observations and a
 AH7625.high-resolution geoid model.
 AH7625
 AH7625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7625
 AH7625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7625
 AH7625.The ellipsoidal height was determined by GPS observations
 AH7625.and is referenced to NAD 83.
 AH7625
 AH7625.The geoid height was determined by GEOID03.
 AH7625
 AH7625;                    North         East     Units Scale Factor Converg.
 AH7625;SPC OH S     -   229,079.354   600,597.867   MT  1.00000610   +0 00 16.0
 AH7625;UTM  17      - 4,435,868.683   372,674.181   MT  0.99979958   -0 57 39.9
 AH7625
 AH7625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7625!SPC OH S     -   0.99996175  x   1.00000610  =   0.99996785
 AH7625!UTM  17      -   0.99996175  x   0.99979958  =   0.99976134
 AH7625
 AH7625                          SUPERSEDED SURVEY CONTROL
 AH7625
 AH7625  ELLIP H (02/25/99)  243.86   (m)                       GP(       ) 4 2
 AH7625
 AH7625.Superseded values are not recommended for survey control.
 AH7625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7625.See file dsdata.txt to determine how the superseded data were derived.
 AH7625
 AH7625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7267435869(NAD 83)
 AH7625_MARKER: DD = SURVEY DISK
 AH7625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7625_STAMPING: GRANVILLE TWP 4 1998
 AH7625_MARK LOGO: OH-089
 AH7625_PROJECTION: FLUSH
 AH7625_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7625+STABILITY: SURFACE MOTION
 AH7625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7625+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 AH7625
 AH7625  HISTORY     - Date     Condition        Report By
 AH7625  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7625  HISTORY     - 20020905 GOOD             ADR
 AH7625
 AH7625                          STATION DESCRIPTION
 AH7625
 AH7625'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7625'THE STATION IS LOCATED IN GRANVILLE TOWNSHIP IN LICKING COUNTY, OHIO
 AH7625'ABOUT 1.0 MILE (1.6 KM) EAST OF THE TOWN OF GRANVILLE.  TO REACH THE
 AH7625'STATION FROM THE INTERSECTION OF NORTH STREET ROAD (SR 661) AND
 AH7625'NEWARK-GRANVILLE ROAD (CR 539) IN GRANVILLE PROCEED EAST ALONG
 AH7625'NEWARK-GRANVILLE ROAD (CR 539) A DISTANCE OF 1.2 MILES (1.9 KM) TO THE
 AH7625'STATION ON THE RIGHT APPROXIMATELY 43 FEET (13.1 M) WEST OF MAIL BOX
 AH7625'NUMBER 1603.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY
 AH7625'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW
 AH7625'THE GROUND SURFACE AND STAMPED GRANVILLE TWP 4 1998.  THE STATION IS
 AH7625'39.2 FEET (11.9 M) AZIMUTH 293 DEGREES TO AN EIGHT INCH IN DIAMETER
 AH7625'MAPLE TREE, 43.5 FEET (13.3 M) AZIMUTH 125 DEGREES TO A MAIL BOX WITH
 AH7625'THE NUMBER 1603, 101.6 FEET (31.0 M) AZIMUTH 33 DEGREES TO A CORNER OF
 AH7625'A STONE PIER, AND 111.7 FEET (34.0 M) AZIMUTH 109 DEGREES TO A CORNER
 AH7625'OF ANOTHER STONE PIER.
 AH7625
 AH7625                          STATION RECOVERY (2002)
 AH7625
 AH7625'RECOVERY NOTE BY ADR & ASSOCIATES LTD 2002 (HTM)
 AH7625'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7639 ***********************************************************************
 AH7639  DESIGNATION -  GRANVILLE TWP 5
 AH7639  PID         -  AH7639
 AH7639  STATE/COUNTY-  OH/LICKING
 AH7639  USGS QUAD   -  GRANVILLE (1984)
 AH7639
 AH7639                         *CURRENT SURVEY CONTROL
 AH7639  ___________________________________________________________________
 AH7639* NAD 83(1995)-  40 03 06.51214(N)    082 33 04.60291(W)     ADJUSTED  
 AH7639* NAVD 88     -       333.0    (meters)    1093.     (feet)  GPS OBS   
 AH7639  ___________________________________________________________________
 AH7639  X           -     633,834.860 (meters)                     COMP
 AH7639  Y           -  -4,847,977.811 (meters)                     COMP
 AH7639  Z           -   4,082,582.992 (meters)                     COMP
 AH7639  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AH7639  ELLIP HEIGHT-         298.90  (meters)          (10/07/05) GPS OBS
 AH7639  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AH7639
 AH7639  HORZ ORDER  -  FIRST
 AH7639  ELLP ORDER  -  FOURTH    CLASS II
 AH7639
 AH7639.The horizontal coordinates were established by GPS observations
 AH7639.and adjusted by the National Geodetic Survey in February 1999..
 AH7639
 AH7639.The orthometric height was determined by GPS observations and a
 AH7639.high-resolution geoid model.
 AH7639
 AH7639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7639
 AH7639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7639
 AH7639.The ellipsoidal height was determined by GPS observations
 AH7639.and is referenced to NAD 83.
 AH7639
 AH7639.The geoid height was determined by GEOID03.
 AH7639
 AH7639;                    North         East     Units Scale Factor Converg.
 AH7639;SPC OH S     -   227,786.757   595,624.419   MT  1.00000371   -0 01 57.1
 AH7639;UTM  17      - 4,434,660.328   367,680.641   MT  0.99981554   -0 59 54.1
 AH7639
 AH7639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7639!SPC OH S     -   0.99995311  x   1.00000371  =   0.99995682
 AH7639!UTM  17      -   0.99995311  x   0.99981554  =   0.99976866
 AH7639
 AH7639                          SUPERSEDED SURVEY CONTROL
 AH7639
 AH7639  ELLIP H (02/25/99)  298.93   (m)                       GP(       ) 4 2
 AH7639
 AH7639.Superseded values are not recommended for survey control.
 AH7639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7639.See file dsdata.txt to determine how the superseded data were derived.
 AH7639
 AH7639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6768134660(NAD 83)
 AH7639_MARKER: DD = SURVEY DISK
 AH7639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7639_STAMPING: GRANVILLE TWP 5 1998
 AH7639_MARK LOGO: OH-089
 AH7639_PROJECTION: FLUSH
 AH7639_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7639+STABILITY: SURFACE MOTION
 AH7639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7639+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 AH7639
 AH7639  HISTORY     - Date     Condition        Report By
 AH7639  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7639  HISTORY     - 20050320 GOOD             USPSQD
 AH7639
 AH7639                          STATION DESCRIPTION
 AH7639
 AH7639'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7639'THE STATION IS LOCATED IN GRANVILLE TOWNSHIP IN LICKING COUNTY, OHIO
 AH7639'ABOUT 2.0 MILES (3.2 KM) SOUTHWEST OF THE TOWN OF GRANVILLE.  TO REACH
 AH7639'THE STATION FROM THE INTERSECTION OF COLUMBUS ROAD (SR 16) AND
 AH7639'WORTHINGTON ROAD (SR 37) PROCEED SOUTH ALONG COLUMBUS ROAD (SR 16) A
 AH7639'DISTANCE OF 1.4 MILES (2.3 KM) TO THE STATION ON THE LEFT.  THE
 AH7639'STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A
 AH7639'POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND SURFACE
 AH7639'AND STAMPED GRANVILLE TWP 5 1998.  THE STATION IS 81.9 FEET (25.0 M)
 AH7639'AZIMUTH 240 DEGREES TO THE END OF A GUARDRAIL, 54.7 FEET (16.7 M)
 AH7639'AZIMUTH 255 DEGREES TO AN EMBEDDED REFLECTOR AT THE EDGE OF THE LANE,
 AH7639'28.8 FEET (8.8 M) AZIMUTH 40 DEGREES TO ANOTHER EMBEDDED REFLECTOR AT
 AH7639'THE EDGE OF THE LANE, AND 20.7 FEET (6.3 M) FROM THE CENTERLINE OF
 AH7639'NEWARK-GRANVILLE.
 AH7639
 AH7639                          STATION RECOVERY (2005)
 AH7639
 AH7639'RECOVERY NOTE BY US POWER SQUADRON 2005
 AH7639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7640 ***********************************************************************
 AH7640  DESIGNATION -  GRANVILLE TWP 6
 AH7640  PID         -  AH7640
 AH7640  STATE/COUNTY-  OH/LICKING
 AH7640  USGS QUAD   -  GRANVILLE (1984)
 AH7640
 AH7640                         *CURRENT SURVEY CONTROL
 AH7640  ___________________________________________________________________
 AH7640* NAD 83(1995)-  40 02 47.08495(N)    082 31 23.90948(W)     ADJUSTED  
 AH7640* NAVD 88     -       324.4    (meters)    1064.     (feet)  GPS OBS   
 AH7640  ___________________________________________________________________
 AH7640  X           -     636,250.761 (meters)                     COMP
 AH7640  Y           -  -4,848,043.558 (meters)                     COMP
 AH7640  Z           -   4,082,118.743 (meters)                     COMP
 AH7640  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AH7640  ELLIP HEIGHT-         290.28  (meters)          (10/07/05) GPS OBS
 AH7640  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AH7640
 AH7640  HORZ ORDER  -  FIRST
 AH7640  ELLP ORDER  -  FOURTH    CLASS II
 AH7640
 AH7640.The horizontal coordinates were established by GPS observations
 AH7640.and adjusted by the National Geodetic Survey in February 1999..
 AH7640
 AH7640.The orthometric height was determined by GPS observations and a
 AH7640.high-resolution geoid model.
 AH7640
 AH7640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7640
 AH7640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7640
 AH7640.The ellipsoidal height was determined by GPS observations
 AH7640.and is referenced to NAD 83.
 AH7640
 AH7640.The geoid height was determined by GEOID03.
 AH7640
 AH7640;                    North         East     Units Scale Factor Converg.
 AH7640;SPC OH S     -   227,186.573   598,010.967   MT  1.00000261   -0 00 53.2
 AH7640;UTM  17      - 4,434,020.131   370,056.280   MT  0.99980787   -0 58 48.9
 AH7640
 AH7640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7640!SPC OH S     -   0.99995446  x   1.00000261  =   0.99995707
 AH7640!UTM  17      -   0.99995446  x   0.99980787  =   0.99976234
 AH7640
 AH7640                          SUPERSEDED SURVEY CONTROL
 AH7640
 AH7640  ELLIP H (02/25/99)  290.30   (m)                       GP(       ) 4 2
 AH7640
 AH7640.Superseded values are not recommended for survey control.
 AH7640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7640.See file dsdata.txt to determine how the superseded data were derived.
 AH7640
 AH7640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7005634020(NAD 83)
 AH7640_MARKER: DD = SURVEY DISK
 AH7640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7640_STAMPING: GRANVILLE TWP 6 1998
 AH7640_MARK LOGO: OH-089
 AH7640_PROJECTION: FLUSH
 AH7640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7640+STABILITY: SURFACE MOTION
 AH7640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7640+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7640
 AH7640  HISTORY     - Date     Condition        Report By
 AH7640  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7640  HISTORY     - 20050320 MARK NOT FOUND   USPSQD
 AH7640
 AH7640                          STATION DESCRIPTION
 AH7640
 AH7640'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7640'THE STATION IS LOCATED IN GRANVILLE TOWNSHIP IN LICKING COUNTY, OHIO
 AH7640'ABOUT 1.0 MILE (1.6 KM) SOUTH OF THE TOWN OF GRANVILLE.  TO REACH THE
 AH7640'STATION FROM THE INTERSECTION OF LANCASTER ROAD (SR 37) AND
 AH7640'WORTHINGTON ROAD (SR 37) PROCEED SOUTH ALONG LANCASTER ROAD (SR 37) A
 AH7640'DISTANCE OF 0.8 MILE (1.3 KM) TO THE STATION ON THE LEFT APPROXIMATELY
 AH7640'60 FEET (18.3 M) SOUTH OF A GRAVEL ROAD LEADING TO A SMALL POND.  THE
 AH7640'STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A
 AH7640'POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND
 AH7640'STAMPED GRANVILLE TWP 6 1998.  THE STATION IS 101.4 FEET (30.9 M)
 AH7640'AZIMUTH 06 DEGREES TO A UTILITY POLE WITH THE NUMBER 0065-035, 56.7
 AH7640'FEET (17.3 M) AZIMUTH 167 DEGREES TO A UTILITY POLE WITH THE NUMBER
 AH7640'528-33, 106.5 FEET (32.5 M) AZIMUTH 354 DEGREES TO A 30 MPH AND
 AH7640'INTERSECTION, AND 35.5 FEET (10.8 M) FROM THE CENTERLINE OF LANCASTER
 AH7640'ROAD.
 AH7640
 AH7640                          STATION RECOVERY (2005)
 AH7640
 AH7640'RECOVERY NOTE BY US POWER SQUADRON 2005
 AH7640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2115 ***********************************************************************
 JX2115  DESIGNATION -  GRAPE
 JX2115  PID         -  JX2115
 JX2115  STATE/COUNTY-  OH/WASHINGTON
 JX2115  USGS QUAD   -  RAVEN ROCK (1994)
 JX2115
 JX2115                         *CURRENT SURVEY CONTROL
 JX2115  ___________________________________________________________________
 JX2115* NAD 83(1995)-  39 25 18.17705(N)    081 11 38.26611(W)     ADJUSTED  
 JX2115* NAVD 88     -       191.2    (meters)     627.     (feet)  VERTCON   
 JX2115  ___________________________________________________________________
 JX2115  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 JX2115  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JX2115
 JX2115  HORZ ORDER  -  THIRD
 JX2115
 JX2115.The horizontal coordinates were established by classical geodetic methods
 JX2115.and adjusted by the National Geodetic Survey in April 1998..
 JX2115
 JX2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX2115
 JX2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2115
 JX2115.The geoid height was determined by GEOID03.
 JX2115
 JX2115;                    North         East     Units Scale Factor Converg.
 JX2115;SPC OH S     -   158,642.599   712,451.534   MT  0.99993612   +0 49 43.3
 JX2115;SPC WV N     -   103,701.026   454,149.518   MT  0.99994706   -1 04 49.3
 JX2115;UTM  17      - 4,363,594.487   483,304.570   MT  0.99960343   -0 07 23.4
 JX2115
 JX2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2115!SPC OH S     -   0.99997532  x   0.99993612  =   0.99991145
 JX2115!SPC WV N     -   0.99997532  x   0.99994706  =   0.99992239
 JX2115!UTM  17      -   0.99997532  x   0.99960343  =   0.99957876
 JX2115
 JX2115|---------------------------------------------------------------------|
 JX2115| PID    Reference Object                     Distance      Geod. Az  |
 JX2115|                                                           dddmmss.s |
 JX2115| CC9919 GRAPE RM 2                            7.317 METERS 02640     |
 JX2115| CC9917 GRAPE AZ MK                                        1105048.8 |
 JX2115| CC9918 GRAPE RM 1                            7.005 METERS 12733     |
 JX2115|---------------------------------------------------------------------|
 JX2115
 JX2115                          SUPERSEDED SURVEY CONTROL
 JX2115
 JX2115  NAD 83(1986)-  39 25 18.18202(N)    081 11 38.27424(W) AD(       ) 3
 JX2115  NAD 27      -  39 25 17.91150(N)    081 11 38.86530(W) AD(       ) 3
 JX2115  NGVD 29 (07/19/86)  191.4    (m)          628.     (f) VERT ANG       
 JX2115
 JX2115.Superseded values are not recommended for survey control.
 JX2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2115.See file dsdata.txt to determine how the superseded data were derived.
 JX2115
 JX2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8330563594(NAD 83)
 JX2115_MARKER: DS = TRIANGULATION STATION DISK
 JX2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2115
 JX2115  HISTORY     - Date     Condition        Report By
 JX2115  HISTORY     - 1963     MONUMENTED       CGS
 JX2115
 JX2115                          STATION DESCRIPTION
 JX2115
 JX2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2115'THE STATION IS ABOUT 2-1/2 MILES NORTH OF ST. MARYS WEST VIRGINIA,
 JX2115'0.4 MILE NORTH OF THE NORTH
 JX2115'END OF MIDDLE ISLAND, 0.4 MILE SOUTH OF THE SOUTH END OF GRAPE ISLAND
 JX2115'AND ON THE HIGHWAY RIGHT-OF-WAY.
 JX2115'IT IS 5 FEET NORTHEAST OF A WITNESS POST, 45 FEET WEST OF
 JX2115'A 15 INCH SYCAMORE TREE WITH A TRIANGULAR BLAZE
 JX2115'ON ITS WEST SIDE AND 46 FEET SOUTHEAST
 JX2115'OF THE CENTERLINE OF STATE HIGHWAY 7.  THE MONUMENT IS FLUSH AND
 JX2115'THE DISK IS STAMPED GRAPE 1963.
 JX2115'
 JX2115'TO REACH FROM THE JUNCTION OF U.S. ALTERNATE HIGHWAY 50 AND STATE
 JX2115'HIGHWAY 7 AT THE WEST END OF
 JX2115'THE OHIO RIVER BRIDGE JUST WEST OF ST. MARYS WEST VIRGINIA, GO NORTH
 JX2115'ON STATE HIGHWAY 7 FOR 2.45
 JX2115'MILES TO THE STATION ON THE LEFT.
 JX2115'
 JX2115'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. ALTERNATE HIGHWAY
 JX2115'50 AND STATE HIGHWAYS 2 AND 16
 JX2115'AT THE ST. MARYS HIGH SCHOOL IN THE NORTH EDGE OF ST. MARYS, GO
 JX2115'NORTH ON STATE HIGHWAY 2 FOR 1.85
 JX2115'MILES TO THE AZIMUTH MARK ON THE RIGHT ON THE
 JX2115'HIGHWAY RIGHT-OF-WAY.
 JX2115'
 JX2115'REFERENCE MARK 1 IS 23 FEET EAST OF THE WITNESS POST, 23 FEET WEST OF
 JX2115'THE 15 INCH SYCAMORE TREE WITH
 JX2115'THE TRIANGULAR BLAZE ON ITS WEST SIDE AND 68 FEET SOUTHEAST OF THE
 JX2115'CENTERLINE OF HIGHWAY 7.  THE
 JX2115'MONUMENT IS FLUSH AND THE DISK IS STAMPED GRAPED NO 1 1963.
 JX2115'CENTERLINE OF HIGHWAY 7.  THE MONUMENT IS FLUSH
 JX2115'AND THE DISK IS STAMPED GRAPE NO 1 1963.
 JX2115'
 JX2115'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 JX2115'DRILL HOLE IN OUTCROPPING BEDROCK 1
 JX2115'INCH UNDERGROUND.  IT IS 29 FEET NORTH OF THE WITNESS POST, 40 FEET
 JX2115'SOUTHEAST OF THE CENTERLINE
 JX2115'OF THE HIGHWAY AND 55 FEET NORTHWEST OF THE 15 INCH SYCAMORE
 JX2115'TREE WITH THE TRIANGULAR BLAZE ON ITS WEST
 JX2115'SIDE.  THE DISK IS STAMPED GRAPE NO 2 1963.
 JX2115'
 JX2115'THE AZIMUTH MARK IS 2 FEET NORTH OF A WITNESS POST, 1 FOOT NORTHWEST
 JX2115'OF A WIRE FENCE, 26 FEET
 JX2115'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 2, 59 FEET NORTHEAST OF A
 JX2115'TELEPHONE POLE AND 95 FEET
 JX2115'SOUTHWEST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 3 INCHES
 JX2115'AND THE DISK IS STAMPED GRAPE 1963.
 JX2115'
 JX2115'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2084 ***********************************************************************
 MB2084  DESIGNATION -  GRAVEL
 MB2084  PID         -  MB2084
 MB2084  STATE/COUNTY-  OH/ASHTABULA
 MB2084  USGS QUAD   -  ANDOVER (1994)
 MB2084
 MB2084                         *CURRENT SURVEY CONTROL
 MB2084  ___________________________________________________________________
 MB2084* NAD 83(1995)-  41 37 29.72446(N)    080 31 58.58078(W)     ADJUSTED  
 MB2084* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 MB2084  ___________________________________________________________________
 MB2084  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 MB2084  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 MB2084
 MB2084  HORZ ORDER  -  THIRD
 MB2084
 MB2084.The horizontal coordinates were established by classical geodetic methods
 MB2084.and adjusted by the National Geodetic Survey in April 1998..
 MB2084
 MB2084.The orthometric height was scaled from a topographic map.
 MB2084
 MB2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2084
 MB2084.The geoid height was determined by GEOID03.
 MB2084
 MB2084;                    North         East     Units Scale Factor Converg.
 MB2084;SPC OH N     -   219,310.319   763,909.899   MT  0.99998639   +1 17 32.1
 MB2084;SPC PA N     -   165,671.716   368,130.740   MT  0.99996338   -1 50 27.7
 MB2084;SPC PA N     -   543,541.29  1,207,775.60   sFT  0.99996338   -1 50 27.7
 MB2084;UTM  17      - 4,608,238.610   538,907.242   MT  0.99961863   +0 18 36.9
 MB2084
 MB2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2084!SPC OH N     -   0.99995735  x   0.99998639  =   0.99994374
 MB2084!SPC PA N     -   0.99995735  x   0.99996338  =   0.99992073
 MB2084!UTM  17      -   0.99995735  x   0.99961863  =   0.99957600
 MB2084
 MB2084:                Primary Azimuth Mark                     Grid Az
 MB2084:SPC OH N     -  ARAM                                     005 33 49.7
 MB2084:SPC PA N     -  ARAM                                     008 41 49.5
 MB2084:UTM  17      -  ARAM                                     006 32 44.9
 MB2084
 MB2084|---------------------------------------------------------------------|
 MB2084| PID    Reference Object                     Distance      Geod. Az  |
 MB2084|                                                           dddmmss.s |
 MB2084| MB2080 ARAM                                APPROX. 2.1 KM 0065121.8 |
 MB2084|---------------------------------------------------------------------|
 MB2084
 MB2084                          SUPERSEDED SURVEY CONTROL
 MB2084
 MB2084  NAD 83(1986)-  41 37 29.72969(N)    080 31 58.57637(W) AD(       ) 3
 MB2084  NAD 27      -  41 37 29.52900(N)    080 31 59.32100(W) AD(       ) 3
 MB2084
 MB2084.Superseded values are not recommended for survey control.
 MB2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2084.See file dsdata.txt to determine how the superseded data were derived.
 MB2084
 MB2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3890708239(NAD 83)
 MB2084_MARKER: Z = SEE DESCRIPTION
 MB2084_SETTING: 0 = UNSPECIFIED SETTING
 MB2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2084
 MB2084  HISTORY     - Date     Condition        Report By
 MB2084  HISTORY     - 1941     MONUMENTED       PADFW
 MB2084  HISTORY     - 19931001 MARK NOT FOUND   OHDT
 MB2084  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 MB2084
 MB2084                          STATION DESCRIPTION
 MB2084
 MB2084'DESCRIBED BY PA DEPT FORESTS WTRS 1941
 MB2084'REACHED FROM THE SQUARE IN ANDOVER, OHIO, BY GOING
 MB2084'E ON ROUTE 85 FOR
 MB2084'1.5 MILES, THENCE N ON ROUTE 524 FOR 1.0 MILE,
 MB2084'THENCE E ON OLD FARM ROAD FOR 0.25
 MB2084'MILE TO REMAINS OF OLD BRIDGE
 MB2084'FOUNDATION.  FROM HERE THE STATION IS NE ACROSS THE
 MB2084'LOW SWAMP
 MB2084'GROUND ABOUT 1/2 MILE AND IS ABOUT 30 PACES INSHORE.
 MB2084'
 MB2084'STATION IS MARKED WITH A PA. COORDINATE SYSTEM BRONZE TABLET,
 MB2084'SET IN THE TOP OF
 MB2084'A 6- BY 6- BY 42-INCH CONCRETE MONUMENT PROTRUDING
 MB2084'6 INCHES ABOVE GROUND LEVEL.  NO
 MB2084'SUBSURFACE MARK WAS SET.
 MB2084
 MB2084                          STATION RECOVERY (1993)
 MB2084
 MB2084'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2084'MARK NOT FOUND.
 MB2084
 MB2084                          STATION RECOVERY (1996)
 MB2084
 MB2084'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6087 ***********************************************************************
 AB6087  CBN         -  This is a Cooperative Base Network Control Station.
 AB6087  DESIGNATION -  GRE 1
 AB6087  PID         -  AB6087
 AB6087  STATE/COUNTY-  OH/GREENE
 AB6087  USGS QUAD   -  XENIA (1994)
 AB6087
 AB6087                         *CURRENT SURVEY CONTROL
 AB6087  ___________________________________________________________________
 AB6087* NAD 83(1995)-  39 39 56.19273(N)    083 55 58.08945(W)     ADJUSTED  
 AB6087* NAVD 88     -       296.1    (meters)     971.     (feet)  GPS OBS   
 AB6087  ___________________________________________________________________
 AB6087  X           -     519,668.721 (meters)                     COMP
 AB6087  Y           -  -4,889,152.046 (meters)                     COMP
 AB6087  Z           -   4,049,642.379 (meters)                     COMP
 AB6087  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AB6087  ELLIP HEIGHT-         263.05  (meters)          (03/08/05) GPS OBS
 AB6087  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AB6087
 AB6087  HORZ ORDER  -  B
 AB6087  ELLP ORDER  -  FOURTH    CLASS II
 AB6087
 AB6087.The horizontal coordinates were established by GPS observations
 AB6087.and adjusted by the National Geodetic Survey in August 1996..
 AB6087
 AB6087.The orthometric height was determined by GPS observations and a
 AB6087.high-resolution geoid model.
 AB6087
 AB6087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6087
 AB6087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6087
 AB6087.The ellipsoidal height was determined by GPS observations
 AB6087.and is referenced to NAD 83.
 AB6087
 AB6087.The geoid height was determined by GEOID03.
 AB6087
 AB6087;                    North         East     Units Scale Factor Converg.
 AB6087;SPC OH S     -   185,881.568   477,064.294   MT  0.99994792   -0 54 32.9
 AB6087;UTM  17      - 4,394,756.095   248,419.433   MT  1.00037931   -1 52 22.8
 AB6087;UTM  16      - 4,395,141.822   763,111.179   MT  1.00045239   +1 57 32.2
 AB6087
 AB6087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6087!SPC OH S     -   0.99995873  x   0.99994792  =   0.99990666
 AB6087!UTM  17      -   0.99995873  x   1.00037931  =   1.00033803
 AB6087!UTM  16      -   0.99995873  x   1.00045239  =   1.00041110
 AB6087
 AB6087                          SUPERSEDED SURVEY CONTROL
 AB6087
 AB6087  ELLIP H (08/20/96)  263.11   (m)                       GP(       ) 4 2
 AB6087
 AB6087.Superseded values are not recommended for survey control.
 AB6087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6087.See file dsdata.txt to determine how the superseded data were derived.
 AB6087
 AB6087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4841994756(NAD 83)
 AB6087_MARKER: I = METAL ROD
 AB6087_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6087_STAMPING: GRE 1
 AB6087_MARK LOGO: OHDT  
 AB6087_PROJECTION: FLUSH
 AB6087_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6087+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 AB6087_ROD/PIPE-DEPTH: 3.7  meters
 AB6087_SLEEVE-DEPTH  : 0.8 meters
 AB6087
 AB6087  HISTORY     - Date     Condition        Report By
 AB6087  HISTORY     - 1993     MONUMENTED       OHDT
 AB6087  HISTORY     - 20021022 GOOD             USPSQD
 AB6087
 AB6087                          STATION DESCRIPTION
 AB6087
 AB6087'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (JRM)
 AB6087'AT ODOT GREENE COUNTY GARAGE ON SR 380 AT XENIA, OHIO.  FROM THE
 AB6087'INTERSECTION OF SR 68 AND SR 380, GO SOUTH 2.17 KM (1.35 MI) ON SR
 AB6087'380, TURN LEFT INTO ODOT FACILITY.  MARK IS SOUTHWEST OF THE MAIN
 AB6087'GARAGE, 24.0 M (78.7 FT) SOUTHWEST OF THE RADIO ANTENNA, 18.1 M (59.4
 AB6087'FT) SOUTHEAST OF AN 46 CM WHITE PINE, AND 1.5 M (4.9 FT) FROM THE BACK
 AB6087'OF CURB.  MONUMENT IS DRIVEN TO 3.7 M (12.1 FT) WITH A 0.8 M (2.6 FT)
 AB6087'SLEEVE.  OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION,
 AB6087'DISTRICT 8 DEPUTY DIRECTOR, SR 741, LEBANON, OHIO 45036.  THE MARK IS
 AB6087'ACCESSIBLE ONLY BY ARRANGEMENT.  CONTACT THE ODOT GREENE COUNTY
 AB6087'SUPERINTENDENT, (513) 426-7882, FOR ACCESS TO MARK. NOTE--SLEEVE DEPTH
 AB6087'DOES NOT MEET CLASS A REQUIREMENTS.
 AB6087
 AB6087                          STATION RECOVERY (2002)
 AB6087
 AB6087'RECOVERY NOTE BY US POWER SQUADRON 2002 (THM)
 AB6087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3465 ***********************************************************************
 KY3465  DESIGNATION -  GREEN
 KY3465  PID         -  KY3465
 KY3465  STATE/COUNTY-  OH/STARK
 KY3465  USGS QUAD   -  DALTON (1994)
 KY3465
 KY3465                         *CURRENT SURVEY CONTROL
 KY3465  ___________________________________________________________________
 KY3465* NAD 83(1995)-  40 47 54.46394(N)    081 38 03.56639(W)     ADJUSTED  
 KY3465* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 KY3465  ___________________________________________________________________
 KY3465  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 KY3465  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KY3465
 KY3465  HORZ ORDER  -  SECOND
 KY3465
 KY3465.The horizontal coordinates were established by classical geodetic methods
 KY3465.and adjusted by the National Geodetic Survey in April 1998..
 KY3465
 KY3465.The orthometric height was scaled from a topographic map.
 KY3465
 KY3465.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3465
 KY3465.The geoid height was determined by GEOID03.
 KY3465
 KY3465;                    North         East     Units Scale Factor Converg.
 KY3465;SPC OH N     -   126,043.720   673,050.368   MT  0.99995012   +0 34 07.3
 KY3465;UTM  17      - 4,516,578.392   446,490.052   MT  0.99963524   -0 24 52.1
 KY3465
 KY3465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3465!SPC OH N     -   0.99994874  x   0.99995012  =   0.99989887
 KY3465!UTM  17      -   0.99994874  x   0.99963524  =   0.99958400
 KY3465
 KY3465|---------------------------------------------------------------------|
 KY3465| PID    Reference Object                     Distance      Geod. Az  |
 KY3465|                                                           dddmmss.s |
 KY3465| CC9922 GREEN RM 1                           28.807 METERS 22429     |
 KY3465| KY1930 GREEN AZ MK                                        2794316.5 |
 KY3465| CC9923 GREEN RM 2                           12.736 METERS 31539     |
 KY3465|---------------------------------------------------------------------|
 KY3465
 KY3465                          SUPERSEDED SURVEY CONTROL
 KY3465
 KY3465  NAD 83(1986)-  40 47 54.47390(N)    081 38 03.57011(W) AD(       ) 2
 KY3465  NAD 27      -  40 47 54.27372(N)    081 38 04.11890(W) AD(       ) 2
 KY3465
 KY3465.Superseded values are not recommended for survey control.
 KY3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3465.See file dsdata.txt to determine how the superseded data were derived.
 KY3465
 KY3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4649016578(NAD 83)
 KY3465_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3465_STAMPING: GREEN 1959
 KY3465_MARK LOGO: CGS   
 KY3465
 KY3465  HISTORY     - Date     Condition        Report By
 KY3465  HISTORY     - 1959     MONUMENTED       CGS
 KY3465  HISTORY     - 1969     SEE DESCRIPTION  THOMAS
 KY3465  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 KY3465  HISTORY     - 1971     SEE DESCRIPTION  NGS
 KY3465  HISTORY     - 19921229 MARK NOT FOUND   OHDT
 KY3465
 KY3465                          STATION DESCRIPTION
 KY3465
 KY3465'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3465'THE STATION IS ABOUT 6.5 MILES WEST OF MASSILLON, 3.5 MILES EAST OF
 KY3465'DALTON, IN THE SOUTHWEST
 KY3465'QUARTER OF SECTION 8, T-12-N, R-10-W, ON PROPERTY OWNED BY MR.
 KY3465'SWALLON.
 KY3465'
 KY3465'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 KY3465'HIGHWAY 548 ON THE SOUTH
 KY3465'SIDE OF DALTON, GO EAST ON HIGHWAY 30 FOR 2.3 MILES TO THE
 KY3465'WAYNE-STARK COUNTY LINE.
 KY3465'CONTINUE EAST ON HIGHWAY 30 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 KY3465'LEFT.  CONTINUE EAST ON HIGHWAY
 KY3465'30 FOR 0.15 MILE TO A FARM LANE ON THE RIGHT.  TURN
 KY3465'RIGHT AND GO SOUTH ON THE FARM LANE ABOUT 150 FEET
 KY3465'TO THE STATION JUST SOUTH OF A TIN
 KY3465'SHED.
 KY3465'
 KY3465'STATION MARKS ARE STANDARD DISKS STAMPED GREEN 1959.  THE SURFACE
 KY3465'DISK IS SET IN A SQUARE
 KY3465'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 79 FEET EAST OF THE
 KY3465'NORTHWEST CORNER OF A SHED, 67 FEET
 KY3465'EAST OF THE NORTH GATE POST OF A BOARD GATE, 63 FEET NORTHWEST
 KY3465'OF THE NORTHWEST CORNER OF A CORN CRIB AND
 KY3465'42 FEET SOUTH OF THE SOUTHWEST CORNER
 KY3465'OF THE TIN SHED.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 KY3465'MASS OF CONCRETE 30 INCHES BELOW THE
 KY3465'SURFACE OF THE GROUND.
 KY3465'
 KY3465'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GREEN NO 1 1959, IS SET
 KY3465'IN A SQUARE CONCRETE
 KY3465'POST WHICH PROJECTS 4 INCHES.  IT IS 120 FEET WEST OF THE SOUTHWEST
 KY3465'CORNER OF THE CORN CRIB, 58 FEET
 KY3465'SOUTH OF THE SOUTH GATE POST OF THE BOARD GATE AND 1
 KY3465'FOOT EAST OF A NORTH-SOUTH FENCELINE.
 KY3465'
 KY3465'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GREEN NO 2 1959, IS SET
 KY3465'IN A SQUARE CONCRETE
 KY3465'POST WHICH PROJECTS 4 INCHES.  IT IS 46 FEET NORTHEAST OF THE NORTH
 KY3465'GATE POST OF THE BOARD GATE, 35
 KY3465'FEET WEST OF THE SOUTHWEST CORNER OF THE TIN SHED AND
 KY3465'1 FOOT SOUTH OF AN EAST-WEST FENCELINE.
 KY3465'
 KY3465'AZIMUTH MARK, A STANDARD DISK STAMPED GREEN 1959, IS SET IN A SQUARE
 KY3465'CONCRETE POST WHICH
 KY3465'PROJECTS 8 INCHES.  IT IS 44 FEET NORTH OF THE PAINTED CENTER LINE OF
 KY3465'HIGHWAY 30, 30 FEET NORTHEAST
 KY3465'OF A POWERLINE POLE AND 2 FEET EAST OF A SIGN BOARD.  A
 KY3465'STANDARD METAL WITNESS POST WAS SET 1.9 FEET
 KY3465'SOUTHWEST OF THE MARK.
 KY3465
 KY3465                          STATION RECOVERY (1969)
 KY3465
 KY3465'RECOVERY NOTE BY THOMAS ENG AND SURV 1969 (CES)
 KY3465'GREEN 1959 GOOD
 KY3465'GREEN NO. 1 1959
 KY3465'GOOD
 KY3465'GREEN NO 2 1959 GOOD
 KY3465'
 KY3465'NO CHANGES NECESSARY.
 KY3465
 KY3465                          STATION RECOVERY (1971)
 KY3465
 KY3465'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KY3465'GREEN-1959 FAIR - NO WITNESS
 KY3465'GREEN 1-1959
 KY3465'GOOD - NO WITNESS
 KY3465'GREEN 2-1959
 KY3465'AZI. GREEN-1959 DESTROYED - ALL BROKE UP.
 KY3465'
 KY3465'RECOMMEND THE STATION BE MOVED OR BURIED.  FARMER APPEARS TO BE
 KY3465'DRIVING EQUIPMENT
 KY3465'OVER IT.
 KY3465'
 KY3465'DISTANCE AND DIRECTION FROM NEAREST TOWN - 6.5 MILES WEST OF
 KY3465'MASSILON.
 KY3465
 KY3465                          STATION RECOVERY (1971)
 KY3465
 KY3465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KY3465'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE FOUND IN GOOD
 KY3465'CONDITION.  THE
 KY3465'AZIMUTH MARK WAS FOUND WITH THE DISK SHEARED OFF.  THE STEM
 KY3465'WAS LEFT AND THIS
 KY3465'POINT WAS HELD AND A NEW DISK WAS SET.  THE DISTANCE
 KY3465'AND DIRECTION TO THE REFERENCE MARKS
 KY3465'CHECKED.  A NEW DESCRIPTION
 KY3465'FOLLOWS-
 KY3465'
 KY3465'THE STATION IS LOCATED ABOUT 6 MILES WEST OF MASSILLON, IN THE SW 1/4
 KY3465'OF SEC. 8, T-12-N,
 KY3465'R-10-W, ON THE PROPERTY OF MR. SWALLON, 79 FEET WEST
 KY3465'OF THE NORTHWEST CORNER OF A SHED, 67
 KY3465'FEET EAST OF A GATE AND 42 FEET
 KY3465'SOUTH OF THE SOUTHWEST CORNER OF A METAL BUILDING.  THE
 KY3465'MONUMENT PROJECTS 2
 KY3465'INCHES AND THE DISK IS STAMPED GREEN 1959.  (NOTE 1A 7A)
 KY3465'
 KY3465'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 KY3465'HIGHWAY 548 AT THE
 KY3465'SOUTH EDGE OF DALTON, GO EAST ON HIGHWAY 30 FOR 2.3
 KY3465'MILES TO THE WAYNE-STARK COUNTY LINE.
 KY3465'CONTINUE EAST ON THE HIGHWAY FOR
 KY3465'0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 KY3465'EAST ON THE HIGHWAY
 KY3465'FOR 0.25 MILE TO A FARM LANE RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 KY3465'LANE FOR ABOUT 200
 KY3465'FEET TO THE STATION ON THE RIGHT.
 KY3465'
 KY3465'REFERENCE MARK 1 IS 58 FEET SOUTH OF THE SOUTH GATE POST OF GATE
 KY3465'AND 1 FOOT EAST OF
 KY3465'A NORTH-SOUTH FENCE.  THE MONUMENT PROJECTS 2 INCHES
 KY3465'AND THE DISK IS STAMPED GREEN NO 1
 KY3465'1959.
 KY3465'
 KY3465'REFERENCE MARK 2 IS 46 FEET NORTHEAST OF THE NORTH GATE POST, 35
 KY3465'FEET WEST OF THE
 KY3465'SOUTHWEST CORNER OF THE METAL BUILDING AND 1 FOOT
 KY3465'SOUTH OF AN EAST-WEST FENCE.  THE
 KY3465'MONUMENT PROJECTS 3 INCHES AND THE
 KY3465'DISK IS STAMPED GREEN NO 2 1959.
 KY3465'
 KY3465'THE AZIMUTH MARK IS 44 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 KY3465'30 FEET NORTHEAST
 KY3465'OF A POWER POLE AND 2 FEET NORTHEAST OF A METAL WITNESS
 KY3465'POST.  THE MONUMENT PROJECTS 3
 KY3465'INCHES AND THE DISK IS STAMPED GREEN
 KY3465'1959 1971.
 KY3465'
 KY3465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2 MILES
 KY3465'EAST OF DALTON
 KY3465'
 KY3465'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KY3465
 KY3465                          STATION RECOVERY (1992)
 KY3465
 KY3465'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992 (PM)
 KY3465'------ REPORT BY ODOT ---- YEAR - 1992 --- CONDITION - NOT FOUND NOTE
 KY3465'** HOUSE BURNED DOWN, THEN PROPERTY PURCHASED BY BENMIT (HYDROTETERS).
 KY3465'REMAINS OF HOUSE, CORN BINS AND TIN SHED ARE GONE AREA HAS BEEN
 KY3465'BULL-DOZED ACCORDING TO BENMIT EMPLOYEE.
 KY3465' 
 KY3465'REFERENCE MARK NO. 1 UNABLE TO FIND.
 KY3465' 
 KY3465'REFERENCE MARK NO. 2 UNABLE TO FIND.
 KY3465' 
 KY3465'AZIMUTH MARK UNABLE TO FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1930 ***********************************************************************
 KY1930  DESIGNATION -  GREEN AZ MK
 KY1930  PID         -  KY1930
 KY1930  STATE/COUNTY-  OH/STARK
 KY1930  USGS QUAD   -  DALTON (1994)
 KY1930
 KY1930                         *CURRENT SURVEY CONTROL
 KY1930  ___________________________________________________________________
 KY1930* NAD 83(1986)-  40 47 56.     (N)    081 38 18.     (W)     SCALED    
 KY1930* NAVD 88     -       349.947  (meters)    1148.12   (feet)  ADJUSTED  
 KY1930  ___________________________________________________________________
 KY1930  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KY1930  DYNAMIC HT  -         349.789 (meters)    1147.60  (feet)  COMP
 KY1930  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 KY1930
 KY1930  VERT ORDER  -  SECOND    CLASS 0
 KY1930
 KY1930.The horizontal coordinates were scaled from a topographic map and have
 KY1930.an estimated accuracy of +/- 6 seconds.
 KY1930
 KY1930.The orthometric height was determined by differential leveling
 KY1930.and adjusted by the National Geodetic Survey in June 1991..
 KY1930
 KY1930.The geoid height was determined by GEOID03.
 KY1930
 KY1930.The dynamic height is computed by dividing the NAVD 88
 KY1930.geopotential number by the normal gravity value computed on the
 KY1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1930.degrees latitude (g = 980.6199 gals.).
 KY1930
 KY1930.The modeled gravity was interpolated from observed gravity values.
 KY1930
 KY1930;                    North         East    Units  Estimated Accuracy
 KY1930;SPC OH N     -   126,090.      672,710.      MT  (+/- 180 meters Scaled)
 KY1930
 KY1930                          SUPERSEDED SURVEY CONTROL
 KY1930
 KY1930  NGVD 29 (??/??/92)  350.169  (m)         1148.85   (f) ADJ UNCH    2 0
 KY1930
 KY1930.Superseded values are not recommended for survey control.
 KY1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1930.See file dsdata.txt to determine how the superseded data were derived.
 KY1930
 KY1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF461166(NAD 83)
 KY1930_MARKER: DZ = AZIMUTH MARK DISK
 KY1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1930_STAMPING: GREEN 1959
 KY1930_MARK LOGO: CGS   
 KY1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1930+STABILITY: SURFACE MOTION
 KY1930
 KY1930  HISTORY     - Date     Condition        Report By
 KY1930  HISTORY     - 1959     MONUMENTED       CGS
 KY1930  HISTORY     - 19910528 MARK NOT FOUND   OHDT
 KY1930  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 KY1930
 KY1930                          STATION DESCRIPTION
 KY1930
 KY1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1930'0.6 MI W FROM EAST GREENVILLE.
 KY1930'ABOUT 0.6 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE METHODIST
 KY1930'CHURCH AT EAST GREENVILLE, 0.5 MILE EAST OF THE WAYNE-STARK
 KY1930'COUNTY LINE, 0.1 MILE EAST OF THE JUNCTION OF A PAVED DRIVE
 KY1930'LEADING NORTH, ABOUT 40 FEET NORTH OF THE CENTER LINE OF THE
 KY1930'DRIVEWAY, 2 FEET EAST OF A POWER LINE POLE, 2 FEET NORTH OF A
 KY1930'STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 KY1930'INCHES.
 KY1930
 KY1930                          STATION RECOVERY (1991)
 KY1930
 KY1930'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1930'REPORT BY ODOT -1991 - CONDITION - UNKNOWN -
 KY1930'NOTE-CONCRETE POST FOUND BROKEN IN A CORN FIELD NO EVIDENCE OF A DISK.
 KY1930
 KY1930                          STATION RECOVERY (1998)
 KY1930
 KY1930'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1332 ***********************************************************************
 MC1332  DESIGNATION -  GREEN CREEK
 MC1332  PID         -  MC1332
 MC1332  STATE/COUNTY-  OH/SANDUSKY
 MC1332  USGS QUAD   -  FREMONT EAST (1980)
 MC1332
 MC1332                         *CURRENT SURVEY CONTROL
 MC1332  ___________________________________________________________________
 MC1332* NAD 83(1995)-  41 19 52.10520(N)    083 03 07.78465(W)     ADJUSTED  
 MC1332* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 MC1332  ___________________________________________________________________
 MC1332  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MC1332  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC1332
 MC1332  HORZ ORDER  -  THIRD
 MC1332
 MC1332.The horizontal coordinates were established by classical geodetic methods
 MC1332.and adjusted by the National Geodetic Survey in April 1998..
 MC1332
 MC1332.The orthometric height was scaled from a topographic map.
 MC1332
 MC1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1332
 MC1332.The geoid height was determined by GEOID03.
 MC1332
 MC1332;                    North         East     Units Scale Factor Converg.
 MC1332;SPC OH N     -   184,980.756   553,779.632   MT  0.99994968   -0 21 45.9
 MC1332;UTM  17      - 4,577,549.324   328,271.912   MT  0.99996295   -1 21 20.2
 MC1332
 MC1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1332!SPC OH N     -   0.99997530  x   0.99994968  =   0.99992498
 MC1332!UTM  17      -   0.99997530  x   0.99996295  =   0.99993825
 MC1332
 MC1332|---------------------------------------------------------------------|
 MC1332| PID    Reference Object                     Distance      Geod. Az  |
 MC1332|                                                           dddmmss.s |
 MC1332| CE6664 GREEN CREEK RM 1                     59.620 METERS 03713     |
 MC1332| CE6665 GREEN CREEK RM 2                     32.228 METERS 11048     |
 MC1332| MC1235 CLYDE MUNICIPAL TANK                APPROX. 6.8 KM 1115103.1 |
 MC1332| CE6663 GREEN CREEK AZ MK                                  1121603.3 |
 MC1332| MC1233 CLYDE WHIRLPOOL CORP WATER TK       APPROX. 6.2 KM 1123554.0 |
 MC1332| MC1237 CLYDE ST MARYS CATH CH SPIRE        APPROX. 6.7 KM 1153459.3 |
 MC1332| MC1323 FREMONT RADIO STA WFRO E MAST       APPROX. 2.7 KM 2704927.7 |
 MC1332| MC1322 FREMONT RADIO STA WFRO W MAST       APPROX. 2.7 KM 2710749.2 |
 MC1332| MC1325 FREMONT SE MUNICIPAL TANK           APPROX. 5.9 KM 2810210.3 |
 MC1332| MC1328 FREMONT ST JOSEPHS CH SPIRE         APPROX. 5.9 KM 2864300.3 |
 MC1332| MC1320 FREMONT HJ HEINZ CO STACK           APPROX. 4.6 KM 3110345.9 |
 MC1332| MC1321 FREMONT HJ HEINZ CO WATER TANK      APPROX. 4.7 KM 3134740.1 |
 MC1332|---------------------------------------------------------------------|
 MC1332
 MC1332                          SUPERSEDED SURVEY CONTROL
 MC1332
 MC1332  NAD 83(1995)-  41 19 52.11215(N)    083 03 07.79351(W) AD(       ) 3
 MC1332  NAD 83(1986)-  41 19 52.10939(N)    083 03 07.79892(W) AD(       ) 3
 MC1332  NAD 27      -  41 19 51.91999(N)    083 03 08.09804(W) AD(       ) 3
 MC1332
 MC1332.Superseded values are not recommended for survey control.
 MC1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1332.See file dsdata.txt to determine how the superseded data were derived.
 MC1332
 MC1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2827277549(NAD 83)
 MC1332_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1332
 MC1332  HISTORY     - Date     Condition        Report By
 MC1332  HISTORY     - 1956     MONUMENTED       CGS
 MC1332
 MC1332                          STATION DESCRIPTION
 MC1332
 MC1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1332'STATION IS LOCATED ABOUT 4-1/2 MILES WEST NORTHWEST OF CLYDE AND
 MC1332'3-1/2 MILES EAST SOUTHEAST OF FREMONT
 MC1332'ALONG THE NORTH RIGHT OF WAY OF U.S. HIGHWAY 20.  STATION IS 43 FEET
 MC1332'NORTH OF THE NORTH EDGE OF PAVEMENT,
 MC1332'21 FEET EAST OF FENCE CORNER AND 18 FEET EAST OF WITNESS POST.
 MC1332'THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 MC1332'IS STAMPED GREEN CREEK 1956.
 MC1332'
 MC1332'REFERENCE MARK NO. 1 IS 18 FEET WEST OF THE APPROXIMATE CENTER OF
 MC1332'COUNTY ROAD 204 AND 4 FEET
 MC1332'SOUTH OF UTILITY POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 MC1332'IS STAMPED GREEN CREEK NO 1
 MC1332'1956.
 MC1332'
 MC1332'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE NORTH EDGE OF U.S.
 MC1332'HIGHWAY 20 AND 38 FEET WEST OF
 MC1332'THE CENTERLINE OF STATE ROAD 204.  THE MARK PROJECTS ABOUT 6 INCHES
 MC1332'AND THE DISK IS STAMPED GREEN CREEK
 MC1332'NO 2 1956.
 MC1332'
 MC1332'AZIMUTH MARK IS 28 FEET SOUTH OF THE SOUTH EDGE OF U.S. HIGHWAY 20, 5
 MC1332'FEET WEST OF A UTILITY POLE AND
 MC1332'2 FEET WEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND
 MC1332'THE DISK IS STAMPED GREEN CREEK 1956.
 MC1332'
 MC1332'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 20 AND
 MC1332'STATE ROUTES 12, 19 AND 53, AT
 MC1332'THE WEST END OF THE BRIDGE OVER THE SANDUSKY RIVER IN FREMONT, GO
 MC1332'EASTERLY ON U.S. HIGHWAY 20 FOR 3.35
 MC1332'MILES TO POWER TRANSFORMERS ON RIGHT AND TO SERVICE STATION
 MC1332'AND STATION ON LEFT AS DESCRIBED.  CONTINUE
 MC1332'EASTERLY FOR 0.5 MILE TO AZIMUTH MARK ON RIGHT
 MC1332'AS DESCRIBED.
 MC1332'
 MC1332'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1333 ***********************************************************************
 MC1333  DESIGNATION -  GREEN SPRINGS MUNICIPAL TANK
 MC1333  PID         -  MC1333
 MC1333  STATE/COUNTY-  OH/SANDUSKY
 MC1333  USGS QUAD   -  FREMONT EAST (1980)
 MC1333
 MC1333                         *CURRENT SURVEY CONTROL
 MC1333  ___________________________________________________________________
 MC1333* NAD 83(1995)-  41 15 26.81720(N)    083 03 03.92380(W)     ADJUSTED  
 MC1333* NAVD 88     -                                                        
 MC1333  ___________________________________________________________________
 MC1333  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 MC1333  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 MC1333
 MC1333  HORZ ORDER  -  THIRD
 MC1333
 MC1333.The horizontal coordinates were established by classical geodetic methods
 MC1333.and adjusted by the National Geodetic Survey in April 1998..
 MC1333
 MC1333
 MC1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1333
 MC1333.The geoid height was determined by GEOID03.
 MC1333
 MC1333;                    North         East     Units Scale Factor Converg.
 MC1333;SPC OH N     -   176,796.680   553,817.694   MT  0.99994461   -0 21 43.3
 MC1333;UTM  17      - 4,569,365.684   328,168.297   MT  0.99996339   -1 21 10.5
 MC1333
 MC1333                          SUPERSEDED SURVEY CONTROL
 MC1333
 MC1333  NAD 83(1995)-  41 15 26.82411(N)    083 03 03.93650(W) AD(       ) 4
 MC1333  NAD 83(1986)-  41 15 26.82212(N)    083 03 03.93672(W) AD(       ) 4
 MC1333  NAD 27      -  41 15 26.62837(N)    083 03 04.23701(W) AD(       ) 3
 MC1333
 MC1333.Superseded values are not recommended for survey control.
 MC1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1333.See file dsdata.txt to determine how the superseded data were derived.
 MC1333
 MC1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2816869366(NAD 83)
 MC1333
 MC1333  HISTORY     - Date     Condition        Report By
 MC1333  HISTORY     - UNK      MONUMENTED
 MC1333  HISTORY     - 1956     SEE DESCRIPTION  CGS
 MC1333
 MC1333                          STATION DESCRIPTION
 MC1333
 MC1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1333'STATION IS LOCATED IN THE SMALL TOWN OF GREEN SPRINGS, NEAR
 MC1333'THE CENTER OF THE
 MC1333'BLOCK BOUNDED ON THE EAST BY N. CLAY STREET, E. MORGAN ON THE NORTH
 MC1333'AND E. ADAMS ON THE SOUTH AND
 MC1333'BROADWAY ON THE WEST.  TANK IS ABOUT 130 FEET HIGH,
 MC1333'SUPPORTED BY 4 LEGS AND IS SILVER COLORED.  THE
 MC1333'KNOB AT THE TOP AND CENTER OF THE
 MC1333'STEEL TANK WAS THE POINT INTERSECTED.
 MC1333'
 MC1333'PROBABLY THE SAME AS GREEN SPRINGS, WATER TANK 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1568 ***********************************************************************
 JY1568  CBN         -  This is a Cooperative Base Network Control Station.
 JY1568  PACS        -  This is a Primary Airport Control Station.
 JY1568  DESIGNATION -  GREENEPORT
 JY1568  PID         -  JY1568
 JY1568  STATE/COUNTY-  OH/GREENE
 JY1568  USGS QUAD   -  XENIA (1994)
 JY1568
 JY1568                         *CURRENT SURVEY CONTROL
 JY1568  ___________________________________________________________________
 JY1568* NAD 83(1995)-  39 41 25.54428(N)    083 59 45.43590(W)     ADJUSTED  
 JY1568* NAVD 88     -       281.92   (meters)     924.9    (feet)  GPS OBS   
 JY1568  ___________________________________________________________________
 JY1568  X           -     514,094.360 (meters)                     COMP
 JY1568  Y           -  -4,887,961.086 (meters)                     COMP
 JY1568  Z           -   4,051,754.285 (meters)                     COMP
 JY1568  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 JY1568  ELLIP HEIGHT-         248.80  (meters)          (03/08/05) GPS OBS
 JY1568  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JY1568
 JY1568  HORZ ORDER  -  B
 JY1568  ELLP ORDER  -  FOURTH    CLASS II
 JY1568
 JY1568.This mark is at Greene County Airport (I19)
 JY1568
 JY1568.The horizontal coordinates were established by GPS observations
 JY1568.and adjusted by the National Geodetic Survey in August 1996..
 JY1568
 JY1568.The orthometric height was determined by GPS observations and a
 JY1568.high-resolution geoid model.
 JY1568
 JY1568.GPS derived orthometric heights for airport stations designated as
 JY1568.PACS or SACS are published to 2 decimal places.  This maintains
 JY1568.centimeter relative accuracy between the PACS and SACS.  It does
 JY1568.not indicate centimeter accuracy relative to other marks which are
 JY1568.part of the NAVD 88 network.
 JY1568
 JY1568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1568
 JY1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1568
 JY1568.The ellipsoidal height was determined by GPS observations
 JY1568.and is referenced to NAD 83.
 JY1568
 JY1568.The geoid height was determined by GEOID03.
 JY1568
 JY1568;                    North         East     Units Scale Factor Converg.
 JY1568;SPC OH S     -   188,724.634   471,691.950   MT  0.99995014   -0 56 57.2
 JY1568;UTM  17      - 4,397,690.502   243,093.328   MT  1.00041265   -1 54 51.8
 JY1568;UTM  16      - 4,397,713.729   757,600.617   MT  1.00041705   +1 55 10.4
 JY1568
 JY1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1568!SPC OH S     -   0.99996097  x   0.99995014  =   0.99991111
 JY1568!UTM  17      -   0.99996097  x   1.00041265  =   1.00037360
 JY1568!UTM  16      -   0.99996097  x   1.00041705  =   1.00037800
 JY1568
 JY1568:                Primary Azimuth Mark                     Grid Az
 JY1568:SPC OH S     -  GREENEPORT AZ MK                         068 08 17.1
 JY1568:UTM  17      -  GREENEPORT AZ MK                         069 06 11.7
 JY1568:UTM  16      -  GREENEPORT AZ MK                         065 16 09.5
 JY1568
 JY1568|---------------------------------------------------------------------|
 JY1568| PID    Reference Object                     Distance      Geod. Az  |
 JY1568|                                                           dddmmss.s |
 JY1568| JY1571 GREENEPORT AZ MK                    APPROX. 1.1 KM 0671119.9 |
 JY1568|---------------------------------------------------------------------|
 JY1568
 JY1568                          SUPERSEDED SURVEY CONTROL
 JY1568
 JY1568  ELLIP H (08/20/96)  248.86   (m)                       GP(       ) 4 2
 JY1568  NAD 83(1986)-  39 41 25.55016(N)    083 59 45.44228(W) AD(       ) 1
 JY1568  NAD 83(1986)-  39 41 25.55016(N)    083 59 45.44228(W) AD(       ) 3
 JY1568  NAD 27      -  39 41 25.34441(N)    083 59 45.68479(W) AD(       ) 3
 JY1568  NGVD 29 (02/23/89)  282.0    (m)          925.     (f) GPS OBS        
 JY1568
 JY1568.Superseded values are not recommended for survey control.
 JY1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1568.See file dsdata.txt to determine how the superseded data were derived.
 JY1568
 JY1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4309397691(NAD 83)
 JY1568_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1568_SP_SET: CONCRETE POST
 JY1568_STAMPING: GREENEPORT 1986
 JY1568_MARK LOGO: NGS   
 JY1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1568+STABILITY: SURFACE MOTION
 JY1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1568+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2002
 JY1568
 JY1568  HISTORY     - Date     Condition        Report By
 JY1568  HISTORY     - 1986     MONUMENTED       NGS
 JY1568  HISTORY     - 19870806 GOOD
 JY1568  HISTORY     - 19920914 GOOD             GRWAS
 JY1568  HISTORY     - 19940720 GOOD             WOOLPT
 JY1568  HISTORY     - 19951019 GOOD             NGS
 JY1568  HISTORY     - 20021119 GOOD             USPSQD
 JY1568
 JY1568                          STATION DESCRIPTION
 JY1568
 JY1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JY1568'THE STATION IS LOCATED ABOUT 3 MILES WEST OF XENIA ON THE GREENE
 JY1568'COUNTY AIRPORT IN A PLOT OF GRASS BETWEEN A PARKING RAM AND A TAXIWAY
 JY1568'JUST SOUTH OF THE AIRPORT OFFICE.  AIRPORT MANAGER RICHARD WARTINGER
 JY1568'TELEPHONE, 513 376 2926.
 JY1568'TO REACH FROM THE XENIA BYPASS BRIDGE OVER U.S. HIGHWAY 35 AT THE
 JY1568'WEST EDGE OF XENIA GO WEST 1.5 MILES ON HIGHWAY 35, THEN SOUTH
 JY1568'(LEFT) 0.9 MILES ON VALLEY ROAD, THEN EAST (LEFT) 0.1 MILE ON THE
 JY1568'AIRPORT ENTRANCE DRIVE TO THE AIRPORT OFFICE AND THE STATION AS
 JY1568'DESCRIBED.
 JY1568'THE STATION MARKS ARE STANDARD DISKS STAMPED --GREENEPORT 1986---.
 JY1568'THE SURFACE MARK IS SET IN A 30 CM (12 INCH) DIAMETER FLUSH
 JY1568'MONUMENT 47.2 METERS (155 FEET) SOUTH OF THE SOUTH CORNER OF THE
 JY1568'OFFICE, 44.2 METERS (145 FEET)  SOUTH OF A FLAGPOLE, 83.2 METERS
 JY1568'(273 FEET) NORTH-NORTHWEST OF THE NORTH-NORTHWEST EDGE OF THE
 JY1568'RUNWAY, 15.1 METERS (49.5 FEET) WEST OF THE EAST EDGE OF THE PLOT
 JY1568'OF GRASS AND 3.7 METERS (12.1 FEET) NORTH OF THE SOUTH EDGE OF THE
 JY1568'PLOT OF GRASS.  THE UNDERGROUND IS RECESSED 97 CM (38 INCHES).
 JY1568'TYPED BY JAMES MALONEY 9/06/87.
 JY1568
 JY1568                          STATION RECOVERY (1987)
 JY1568
 JY1568'RECOVERED 1987
 JY1568'RECOVERED IN GOOD CONDITION.
 JY1568
 JY1568                          STATION RECOVERY (1992)
 JY1568
 JY1568'RECOVERY NOTE BY GRW AERIAL SURVEY 1992
 JY1568'FROM THE XENIA BYPASS BRIDGE OVER U.S. ROUTE 35, AT THE WEST EDGE OF
 JY1568'XENIA. GO WEST 1.5 MI (2.41 KM) ON ROUTE 35, THEN LEFT(SOUTH) ON
 JY1568'VALLEY ROAD FOR 0.9 MI (1.45 KM) , THEN LEFT(EAST) FOR 0.1 MI
 JY1568'(0.16 KM) ON THE AIRPORT ENTRANCE DRIVE TO THE AIRPORT OFFICE AND
 JY1568'STATION AS DESCRIBED.
 JY1568'STATION IS LOCATED ABOUT 3 MI (4.83 KM) WEST OF XENIA AT THE GREENE
 JY1568'COUNTY AIRPORT IN A PLOT OF GRASS BETWEEN A PARKING RAMP AND A
 JY1568'TAXIWAY JUST SOUTH OF THE AIRPORT OFFICE. SURFACE MARK IS SET IN A 12
 JY1568'IN DIAMETER CONCRETE FLUSH MONUMENT 155 FT (47.24 M) SOUTH OF THE
 JY1568'SOUTH CORNER OF THE OFFICE, 145 FT (44.20 M) SOUTH OF A FLAGPOLE, 273
 JY1568'FT (83.21 M) NORTH-NORTHWEST OF THE NORTH-NORTHWEST EDGE OF RUNWAY,
 JY1568'49.5 FT (15.09 M) WEST OF EAST EDGE OF GRASS, 12 FT (3.66 M) NORTH OF
 JY1568'SOUTH EDGE OF GRASS.
 JY1568
 JY1568                          STATION RECOVERY (1994)
 JY1568
 JY1568'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1994 (BS)
 JY1568'RECOVERED AS DESCRIBED.
 JY1568
 JY1568                          STATION RECOVERY (1995)
 JY1568
 JY1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JY1568'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST OF XENIA, OH.  AT
 JY1568'THE GREENE COUNTY AIRPORT.  IN THE GRASS, SOUTHWEST OF THE SOUTHWEST
 JY1568'CORNER OF THE AIRPORT OFFICE, NEAR THE CENTER OF THE MOST
 JY1568'NORTHEASTERLY 1 OF 3 GRASS PLOTS BETWEEN THE TIEDOWN AREA AND AN
 JY1568'ACCESS ROAD TO THE TIEDOWN AREA.  OWNERSHIP--GREENE COUNTY REGIONAL
 JY1568'AIRPORT AUTHORITY INCORPORATED, GREENE COUNTY, 140 NORTH VALLEY ROAD,
 JY1568'XENIA, OH.  45385.  AIRPORT MANAGER BARRY A.  SCHREIBER, PHONE
 JY1568'513-376-8107.  NOTE--CONTACT 24-HOURS IN ADVANCE, (STOP AT OFFICE FOR
 JY1568'CARD TO OPEN GATE) .  NOTE--THIS STATION WAS SELECTED AS A (PACS) . TO
 JY1568'REACH THE STATION FROM THE XENIA BYPASS BRIDGE OVER U.S.  HIGHWAY 35
 JY1568'NEAR THE WEST SIDE OF XENIA, GO WEST 2.4 KM (1.50 MI) ALONG HIGHWAY 35
 JY1568'TO VALLEY ROAD ON THE LEFT.  TURN LEFT, SOUTH, 1.3 KM (0.80 MI) ALONG
 JY1568'VALLEY ROAD TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 JY1568'NORTHEAST, 0.2 KM (0.10 MI) ALONG THE ENTRANCE ROAD TO THE AIRPORT
 JY1568'OFFICE.  FROM THE OFFICE, GO NORTHEAST, 0.05 KM (0.05 MI) TO A GATE.
 JY1568'PASS THROUGH THE GATE, NORTHEAST, THEN SOUTHEAST, 0.15 KM (0.10 MI)
 JY1568'ALONG CURVED ROAD PAST A TIEDOWN AREA ON THE RIGHT TO THE APRON.  TURN
 JY1568'RIGHT, WEST, 0.12 KM (0.05 MI) ACROSS APRON AND ALONG ACCESS ROAD TO
 JY1568'THE STATION ON THE RIGHT, NEAR THE CENTER OF THE 1ST.  GRASS PLOT.
 JY1568'STATION IS 15.2 M (49.9 FT) WEST-SOUTHWEST OF THE EAST-NORTHEAST EDGE
 JY1568'OF THE PLOT, 12.1 M (39.7 FT) EAST-NORTHEAST OF THE WEST-SOUTHWEST
 JY1568'EDGE OF THE PLOT, 6.3 M (20.7 FT) SOUTH-SOUTHEAST OF THE
 JY1568'NORTH-NORTHWEST EDGE OF THE PLOT, 3.7 M (12.1 FT) NORTH-NORTHWEST OF
 JY1568'THE SOUTH-SOUTHEAST EDGE OF THE PLOT, AND THE MONUMENT IS LEVEL WITH
 JY1568'THE ACCESS ROAD AND RECESSED 0.4 CM BELOW THE GROUND SURFACE.  BY R.G.
 JY1568'HAYES
 JY1568
 JY1568                          STATION RECOVERY (2002)
 JY1568
 JY1568'RECOVERY NOTE BY US POWER SQUADRON 2002 (THM)
 JY1568'ABOUT 40 YARDS SSW OF AIRPORT OFFICE DOORWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1571 ***********************************************************************
 JY1571  SACS        -  This is a Secondary Airport Control Station.
 JY1571  DESIGNATION -  GREENEPORT AZ MK
 JY1571  PID         -  JY1571
 JY1571  STATE/COUNTY-  OH/GREENE
 JY1571  USGS QUAD   -  XENIA (1994)
 JY1571
 JY1571                         *CURRENT SURVEY CONTROL
 JY1571  ___________________________________________________________________
 JY1571* NAD 83(1995)-  39 41 39.04943(N)    083 59 03.86509(W)     ADJUSTED  
 JY1571* NAVD 88     -       288.63   (meters)     946.9    (feet)  GPS OBS   
 JY1571  ___________________________________________________________________
 JY1571  X           -     515,052.137 (meters)                     COMP
 JY1571  Y           -  -4,887,597.958 (meters)                     COMP
 JY1571  Z           -   4,052,079.093 (meters)                     COMP
 JY1571  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 JY1571  ELLIP HEIGHT-         255.52  (meters)          (10/07/05) GPS OBS
 JY1571  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JY1571
 JY1571  HORZ ORDER  -  FIRST
 JY1571  ELLP ORDER  -  FOURTH    CLASS II
 JY1571
 JY1571.This mark is at Greene County Airport (I19)
 JY1571
 JY1571.The horizontal coordinates were established by GPS observations
 JY1571.and adjusted by the National Geodetic Survey in July 1997..
 JY1571
 JY1571.The orthometric height was determined by GPS observations and a
 JY1571.high-resolution geoid model.
 JY1571
 JY1571.GPS derived orthometric heights for airport stations designated as
 JY1571.PACS or SACS are published to 2 decimal places.  This maintains
 JY1571.centimeter relative accuracy between the PACS and SACS.  It does
 JY1571.not indicate centimeter accuracy relative to other marks which are
 JY1571.part of the NAVD 88 network.
 JY1571
 JY1571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1571
 JY1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1571
 JY1571.The ellipsoidal height was determined by GPS observations
 JY1571.and is referenced to NAD 83.
 JY1571
 JY1571.The geoid height was determined by GEOID03.
 JY1571
 JY1571;                    North         East     Units Scale Factor Converg.
 JY1571;SPC OH S     -   189,124.729   472,689.132   MT  0.99995049   -0 56 30.8
 JY1571;UTM  17      - 4,398,073.918   244,097.569   MT  1.00040631   -1 54 25.7
 JY1571;UTM  16      - 4,398,163.442   758,576.983   MT  1.00042326   +1 55 37.5
 JY1571
 JY1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1571!SPC OH S     -   0.99995991  x   0.99995049  =   0.99991041
 JY1571!UTM  17      -   0.99995991  x   1.00040631  =   1.00036621
 JY1571!UTM  16      -   0.99995991  x   1.00042326  =   1.00038316
 JY1571
 JY1571:                Primary Azimuth Mark                     Grid Az
 JY1571:SPC OH S     -  GREENEPORT                               248 08 17.2
 JY1571:UTM  17      -  GREENEPORT                               249 06 12.1
 JY1571:UTM  16      -  GREENEPORT                               245 16 08.9
 JY1571
 JY1571|---------------------------------------------------------------------|
 JY1571| PID    Reference Object                     Distance      Geod. Az  |
 JY1571|                                                           dddmmss.s |
 JY1571| JY1568 GREENEPORT                          APPROX. 1.1 KM 2471146.4 |
 JY1571|---------------------------------------------------------------------|
 JY1571
 JY1571                          SUPERSEDED SURVEY CONTROL
 JY1571
 JY1571  ELLIP H (07/01/97)  255.58   (m)                       GP(       ) 4 2
 JY1571  NAD 83(1986)-  39 41 39.05518(N)    083 59 03.87162(W) AD(       ) 3
 JY1571  NAD 27      -  39 41 38.84938(N)    083 59 04.11560(W) AD(       ) 3
 JY1571  NGVD 29 (02/23/89)  288.7    (m)          947.     (f) GPS OBS        
 JY1571
 JY1571.Superseded values are not recommended for survey control.
 JY1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1571.See file dsdata.txt to determine how the superseded data were derived.
 JY1571
 JY1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4409898074(NAD 83)
 JY1571_MARKER: DZ = AZIMUTH MARK DISK
 JY1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1571_SP_SET: CONCRETE POST
 JY1571_STAMPING: GREENEPORT 1986
 JY1571_MARK LOGO: NGS   
 JY1571_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1571+STABILITY: SURFACE MOTION
 JY1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1571+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1995
 JY1571
 JY1571  HISTORY     - Date     Condition        Report By
 JY1571  HISTORY     - 1986     MONUMENTED       NGS
 JY1571  HISTORY     - 19870806 GOOD
 JY1571  HISTORY     - 19951019 GOOD             NGS
 JY1571
 JY1571                          STATION DESCRIPTION
 JY1571
 JY1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JY1571'THE STATION IS LOCATED ABOUT 3 MILES WEST OF XENIA ON THE GREENE
 JY1571'COUNTY AIRPORT IN A PLOT OF GRASS BETWEEN A PARKING RAMP AND A TAXIWAY
 JY1571'JUST SOUTH OF THE AIRPORT OFFICE.  AIRPORT MANAGER RICHARD WARTINGER
 JY1571'TELEPHONE, 513 376 2926.
 JY1571'TO REACH FROM THE XENIA BYPASS BRIDGE OVER U.S. HIGHWAY 35 AT THE
 JY1571'WEST EDGE OF XENIA GO WEST 1.5 MILES ON HIGHWAY 35, THEN SOUTH
 JY1571'(LEFT) 0.9 MILES ON VALLEY ROAD, THEN EAST (LEFT) 0.1 MILE ON THE
 JY1571'AIRPORT ENTRANCE DRIVE TO THE AIRPORT OFFICE AND THE STATION AS
 JY1571'DESCRIBED.
 JY1571'THE AZ MK IS 1.O KM (0.65 MILE) EAST NORTHEAST OF THE STATION AT THE
 JY1571'EAST END OF THE RUNWAY.  AZIMUTH MARKS DISKS ARE STANDARD DISKS STAMPE
 JY1571'---GREENEPORT 1986---.  THE SURFACE MARK IS SET IN A 30 CM (12 INCH)
 JY1571'DIAMETER, FLUSH CONCRETE MONUMENT 46.9 METERS (154 FEET) WEST OF THE
 JY1571'SOUTHEAST CORNER OF THE RUNWAY, 12.8 METERS (42 FEET) EAST-NORTHEAST
 JY1571'OF THE EAST EDGE OF A TAXIWAY, 11.2 METERS (36.7 FEET) EAST OF A
 JY1571'STROP LIGHT, 9.4 METERS (31 FEET) SOUTH OF THE TOP OF A SLOPE, 6.1
 JY1571'METERS (20 FEET) NORTH-NORTHWEST OF THE NORTH-NORTHWEST EDGE OF
 JY1571'THE RUNWAY AND LEVEL WITH THE SAME THE UNDERGROUND MARK IS
 JY1571'RECESSED 97 CM (38 INCHES).
 JY1571'TYPED BY JAMES MALONEY 9/06/87.
 JY1571
 JY1571                          STATION RECOVERY (1987)
 JY1571
 JY1571'RECOVERED 1987
 JY1571'RECOVERED IN GOOD CONDITION.
 JY1571
 JY1571                          STATION RECOVERY (1995)
 JY1571
 JY1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JY1571'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST OF XENIA, OH.  AT
 JY1571'THE GREENE COUNTY AIRPORT.  IN THE GRASS, NEAR THE NORTHEAST END OF
 JY1571'THE RUNWAY, NEAR THE NORTH-NORTHWEST SIDE OF THE RUNWAY, JUST
 JY1571'EAST-NORTHEAST OF THE THRESHOLD LIGHTS.  OWNERSHIP--GREENE COUNTY
 JY1571'REGIONAL AIRPORT AUTHORITY INCORPORATED, GREENE COUNTY, 140 NORTH
 JY1571'VALLEY ROAD, XENIA, OH.  45385.  AIRPORT MANAGER BARRY A.  SCHREIBER,
 JY1571'PHONE 513-376-8107.  NOTE--CONTACT 24-HOURS IN ADVANCE, (STOP AT
 JY1571'OFFICE FOR CARD TO OPEN GATE) .  NOTE--MARK IS A SECONDARY AIRPORT
 JY1571'CONTROL STATION (SACS) .  TO REACH THE STATION FROM THE XENIA BYPASS
 JY1571'BRIDGE OVER U.S.  HIGHWAY 35 NEAR THE WEST SIDE OF XENIA, GO WEST 2.4
 JY1571'KM (1.50 MI) ALONG HIGHWAY 35 TO VALLEY ROAD ON THE LEFT.  TURN LEFT,
 JY1571'SOUTH, 1.3 KM (0.80 MI) ALONG VALLEY ROAD TO THE AIRPORT ENTRANCE ROAD
 JY1571'ON THE LEFT.  TURN LEFT, NORTHEAST, 0.2 KM (0.10 MI) ALONG THE
 JY1571'ENTRANCE ROAD TO THE AIRPORT OFFICE.  FROM THE OFFICE, GO NORTHEAST,
 JY1571'0.05 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE, NORTHEAST, THEN
 JY1571'SOUTHEAST, 0.15 KM (0.10 MI) ALONG CURVED ROAD AND ACROSS APRON TO THE
 JY1571'MAIN TAXI.  TURN LEFT, EAST-NORTHEAST, 0.95 KM (0.60 MI) ALONG THE
 JY1571'MAIN TAXI TO ITS JUNCTION WITH THE RUNWAY AND THE STATION ON THE LEFT,
 JY1571'JUST EAST-NORTHEAST OF THE THRESHOLD LIGHTS.  STATION IS 18.0 M (59.1
 JY1571'FT) EAST-NORTHEAST OF THE CURVED TAXI CENTERLINE, 10.6 M (34.8 FT)
 JY1571'SOUTHEAST OF A STROBE LIGHT, 8.3 M (27.2 FT) NORTHEAST OF THE MOST
 JY1571'SOUTH-SOUTHEAST 1 OF 4 THRESHOLD LIGHTS, 6.0 M (19.7 FT)
 JY1571'NORTH-NORTHWEST OF THE NORTH-NORTHWEST EDGE OF THE RUNWAY, AND THE
 JY1571'MONUMENT IS 0.2 M (0.7 FT) BELOW THE LEVEL OF THE RUNWAY AND FLUSH
 JY1571'WITH THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3269 ***********************************************************************
 KY3269  DESIGNATION -  GREENFORD
 KY3269  PID         -  KY3269
 KY3269  STATE/COUNTY-  OH/MAHONING
 KY3269  USGS QUAD   -  SALEM (1994)
 KY3269
 KY3269                         *CURRENT SURVEY CONTROL
 KY3269  ___________________________________________________________________
 KY3269* NAD 83(1995)-  40 55 21.95248(N)    080 48 08.48499(W)     ADJUSTED  
 KY3269* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 KY3269  ___________________________________________________________________
 KY3269  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 KY3269  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KY3269
 KY3269  HORZ ORDER  -  FIRST
 KY3269
 KY3269.The horizontal coordinates were established by classical geodetic methods
 KY3269.and adjusted by the National Geodetic Survey in April 1998..
 KY3269
 KY3269.The orthometric height was scaled from a topographic map.
 KY3269
 KY3269.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3269
 KY3269.The geoid height was determined by GEOID03.
 KY3269
 KY3269;                    North         East     Units Scale Factor Converg.
 KY3269;SPC OH N     -   140,875.968   742,980.837   MT  0.99994233   +1 06 55.0
 KY3269;UTM  17      - 4,530,202.056   516,641.477   MT  0.99960341   +0 07 46.1
 KY3269
 KY3269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3269!SPC OH N     -   0.99994260  x   0.99994233  =   0.99988493
 KY3269!UTM  17      -   0.99994260  x   0.99960341  =   0.99954603
 KY3269
 KY3269|---------------------------------------------------------------------|
 KY3269| PID    Reference Object                     Distance      Geod. Az  |
 KY3269|                                                           dddmmss.s |
 KY3269| CX4624 GREENFORD RM 1                       29.708 METERS 11712     |
 KY3269| CX4625 GREENFORD RM 2                       39.660 METERS 21740     |
 KY3269| CX4623 GREENFORD AZ MK                                    3033902.7 |
 KY3269|---------------------------------------------------------------------|
 KY3269
 KY3269                          SUPERSEDED SURVEY CONTROL
 KY3269
 KY3269  NAD 83(1986)-  40 55 21.95764(N)    080 48 08.48911(W) AD(       ) 1
 KY3269  NAD 27      -  40 55 21.74200(N)    080 48 09.19700(W) AD(       ) 1
 KY3269
 KY3269.Superseded values are not recommended for survey control.
 KY3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3269.See file dsdata.txt to determine how the superseded data were derived.
 KY3269
 KY3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF1664130202(NAD 83)
 KY3269_MARKER: DS = TRIANGULATION STATION DISK
 KY3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3269
 KY3269  HISTORY     - Date     Condition        Report By
 KY3269  HISTORY     - 1950     MONUMENTED       CGS
 KY3269  HISTORY     - 20060718 MARK NOT FOUND   GEOCAC
 KY3269
 KY3269                          STATION DESCRIPTION
 KY3269
 KY3269'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3269'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF COLUMBIANA,
 KY3269'2-1/2 MILES NORTHEAST OF SALEM, 2 MILES SOUTHEAST OF NEW ALBANY
 KY3269'AND ON THE NORTH SIDE OF ROLLER ROAD IN AN ABONDONED ORCHARD.  IT
 KY3269'IS 0.15 MILE EAST OF A FARM HOUSE, 76 FEET NORTH OF THE CENTERLINE
 KY3269'OF ROLLER ROAD AND 1 FOOT BELOW THE SURFACE.  THE MARK IS STAMPED
 KY3269'GREENFORD 1949.
 KY3269'
 KY3269'REFERENCE MARK NO. 1 IS 21 PACES EAST OF A FENCELINE, 23 FEET
 KY3269'NORTH OF THE CENTERLINE OF ROLLER ROAD AND 2 FEET NORTHWEST OF
 KY3269'TELEPHONE POLE NO 257.  IT IS FLUSH WITH THE SURFACE AND IS
 KY3269'STAMPED GREENFORD NO 1 1949.
 KY3269'
 KY3269'REFERENCE MARK NO. 2 IS 20 FEET SOUTH OF THE CENTERLINE OF ROLLER
 KY3269'ROAD, 1 FOOT WEST OF POWER POLE NO. 24309 AND IS FLUSH WITH THE
 KY3269'SURFACE.  IT IS STAMPED GREENFORD NO 2 1949.
 KY3269'
 KY3269'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE POST FLUSH
 KY3269'WITH THE SURFACE AND IN THE REAR OF A PEACH ORCHARD.  IT IS 18
 KY3269'FEET EAST OF THE EAST ROW OF TREES, MIDWAY BETWEEN THE 3RD AND 4TH
 KY3269'ROW OF TREES FROM THE SOUTH END OF THE ORCHARD, 3 FEET
 KY3269'SOUTH OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST OF A BRACED,
 KY3269'FENCE CORNER POST.  THE MARK IS STAMPED GREENFORD 1949.
 KY3269'
 KY3269'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE VILLAGE OF
 KY3269'GREENFORD, GO SOUTH ON THE LISBON-CANFIELD RD FOR 1.6 MILE TO THE
 KY3269'INTERSECTION WITH ROLLER ROAD, HERE TURN RIGHT, GOING 0.8 MILE TO
 KY3269'THE STATION SITE ON THE RIGHT.  TO REACH THE AZIMUTH MARK,
 KY3269'CONTINUE AHEAD ON ROLLER ROAD FOR 0.4 MILE TO THE INTERSECTION
 KY3269'WITH THE BEAVER CR-GREENFORD ROAD, TURN RIGHT AND GO 0.2 MILE TO A
 KY3269'TRACK ROAD BETWEEN THE 3RD AND 4TH ROW OF PEACH
 KY3269'TREES, TURN RIGHT, FOLLOWING THE TRACK ROAD TO THE EAST END OF THE
 KY3269'ORCHARD AND THE MARK.
 KY3269
 KY3269                          STATION RECOVERY (2006)
 KY3269
 KY3269'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY3269'THE STATION AND REFERENCE MARK NO. 1 WERE SEARCHED FOR AND NOT FOUND.
 KY3269'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION.
 KY3269'AN UPDATED DESCRIPTION FOLLOWS. REFERENCE MARK NO. 2 IS 20 FEET SOUTH
 KY3269'OF THE CENTERLINE OF ROLLER ROAD, 1 FOOT WEST OF TELEPHONE POLE NO.
 KY3269'81/22, AND 7 FEET EAST OF THE CENTERLINE OF A DRIVEWAY LEADING SOUTH
 KY3269'TO HOUSE NUMBER 8011. IT IS SET IN A CONCRETE POST WHICH IS LEANING
 KY3269'AND IS ABOUT 0.5 FOOT ABOVE GROUND LEVEL.
 KY3269'THE AZIMUTH WAS NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3403 ***********************************************************************
 KY3403  DESIGNATION -  GREENTOWN
 KY3403  PID         -  KY3403
 KY3403  STATE/COUNTY-  OH/STARK
 KY3403  USGS QUAD   -  NORTH CANTON (1994)
 KY3403
 KY3403                         *CURRENT SURVEY CONTROL
 KY3403  ___________________________________________________________________
 KY3403* NAD 83(1995)-  40 55 21.76808(N)    081 23 26.17425(W)     ADJUSTED  
 KY3403* NAVD 88     -       391.8    (meters)    1285.     (feet)  VERTCON   
 KY3403  ___________________________________________________________________
 KY3403  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 KY3403  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KY3403
 KY3403  HORZ ORDER  -  FIRST
 KY3403
 KY3403.The horizontal coordinates were established by classical geodetic methods
 KY3403.and adjusted by the National Geodetic Survey in April 1998..
 KY3403
 KY3403.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3403
 KY3403.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3403
 KY3403.The geoid height was determined by GEOID03.
 KY3403
 KY3403;                    North         East     Units Scale Factor Converg.
 KY3403;SPC OH N     -   140,072.970   693,440.276   MT  0.99994233   +0 43 43.7
 KY3403;UTM  17      - 4,530,251.004   467,111.230   MT  0.99961331   -0 15 21.1
 KY3403
 KY3403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3403!SPC OH N     -   0.99994376  x   0.99994233  =   0.99988609
 KY3403!UTM  17      -   0.99994376  x   0.99961331  =   0.99955709
 KY3403
 KY3403|---------------------------------------------------------------------|
 KY3403| PID    Reference Object                     Distance      Geod. Az  |
 KY3403|                                                           dddmmss.s |
 KY3403| CC9925 GREENTOWN RM 2                       25.895 METERS 02209     |
 KY3403| KY3365 HARTVILLE MONARCH N TANK            APPROX. 8.5 KM 0235315.8 |
 KY3403| KY3364 HARTVILLE MONARCH STACK             APPROX. 6.5 KM 0495819.8 |
 KY3403| KY3363 HARTVILLE MONARCH S TANK            APPROX. 6.6 KM 0501853.2 |
 KY3403| KY3357 LOUISVILLE RAD STA WTOF MAST        APPROX.10.8 KM 1093538.5 |
 KY3403| KY3326 HARRISBURG MOLLY STARK SAN TK       APPROX.12.8 KM 1104953.0 |
 KY3403| KY3356 HARRISBURG NURSING HOME TANK        APPROX.12.7 KM 1113801.0 |
 KY3403| KY3399 CANTON E OHIO GAS MICROWAVE         APPROX. 9.0 KM 2232314.3 |
 KY3403| CC9924 GREENTOWN RM 1                       20.865 METERS 24255     |
 KY3403| KY3405 CAK AIRPORT BCN AKRON CANTON APT    APPROX. 4.0 KM 2573718.6 |
 KY3403| KY3400 RUMPH                               APPROX. 8.8 KM 3023320.1 |
 KY3403|---------------------------------------------------------------------|
 KY3403
 KY3403                          SUPERSEDED SURVEY CONTROL
 KY3403
 KY3403  NAD 83(1986)-  40 55 21.77517(N)    081 23 26.17929(W) AD(       ) 1
 KY3403  NAD 27      -  40 55 21.56830(N)    081 23 26.78770(W) AD(       ) 1
 KY3403  NGVD 29 (07/19/86)  392.0    (m)         1286.     (f) VERT ANG       
 KY3403
 KY3403.Superseded values are not recommended for survey control.
 KY3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3403.See file dsdata.txt to determine how the superseded data were derived.
 KY3403
 KY3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6711130251(NAD 83)
 KY3403_MARKER: DB = BENCH MARK DISK
 KY3403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3403_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3403_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3403+STABILITY: SURFACE MOTION
 KY3403
 KY3403  HISTORY     - Date     Condition        Report By
 KY3403  HISTORY     - 1977     MONUMENTED       NGS
 KY3403  HISTORY     - 19930416 GOOD             OHDT
 KY3403
 KY3403                          STATION DESCRIPTION
 KY3403
 KY3403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3403'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH-NORTHWEST OF
 KY3403'CANTON, 4-1/2 MILES SOUTHEAST OF HARTVILLE, 0.8 MILE EAST OF
 KY3403'GREENTOWN AND ON PROPERTY OWNED BY MRS. JUDY HERTZ, 2536 STATE
 KY3403'STREET NW, UNIONTOWN, OHIO 44685, PHONE 499-9443.
 KY3403'
 KY3403'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND
 KY3403'STATE STREET IN GREENTOWN, GO EAST ON STATE STREET FOR 0.8 MILE
 KY3403'TO THE TOP OF A HILL AND STOVER AVENUE ON THE RIGHT.  TURN
 KY3403'RIGHT AND GO SOUTH ON STOVER AVENUE FOR ABOUT 50 YARDS TO THE
 KY3403'STATION ON THE RIGHT.
 KY3403'
 KY3403'STATION MARKS, STAMPED---GREENTOWN 1977---, ARE STANDARD DISKS.
 KY3403'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KY3403'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KY3403'126 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF STATE
 KY3403'STREET, 68 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF A
 KY3403'SMALL BARN, 51 FEET WEST OF THE APPROXIMATE CENTER OF STOVER
 KY3403'AVENUE AND 50 FEET SOUTHWEST OF A UTILITY POLE.
 KY3403'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 KY3403'40 INCHES BELOW THE GROUND SURFACE.
 KY3403'
 KY3403'REFERENCE MARK 1, STAMPED---GREENTOWN NO 1 1977---, IS A
 KY3403'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KY3403'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 96 FEET
 KY3403'SOUTHWEST OF A DOUBLE TRUNKED APPLE TREE AND 2 FEET NORTHWEST
 KY3403'OF THE NORTHWEST CORNER OF THE BARN.
 KY3403'
 KY3403'REFERENCE MARK 2, STAMPED---GREENTOWN NO 2 1977---, IS A
 KY3403'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KY3403'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET
 KY3403'EAST-NORTHEAST OF THE DOUBLE TRUNKED APPLE TREE, 42 FEET
 KY3403'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF STATE STREET, 41
 KY3403'FEET NORTH OF THE UTILITY POLE AND 25 FEET WEST-NORTHWEST OF
 KY3403'THE APPROXIMATE CENTER OF STOVER AVENUE.
 KY3403'
 KY3403'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 KY3403'IRON RODS WERE SET IN ALL MARKS.
 KY3403'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.5 METERS.
 KY3403'
 KY3403'DESCRIBED BY J.E.DUNFORD
 KY3403
 KY3403                          STATION RECOVERY (1993)
 KY3403
 KY3403'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY3403'------REPORT BY ODOT------- YEAR 1993------CONDITION - GOOD-----
 KY3403' 
 KY3403'NOTE** STATION DISK IS 76.5 FT NE OF NEW NW CORNER OF BARN.
 KY3403' 
 KY3403'REFERENCE MARK NO. 1 IS 8.5 FT ENE OF NEW NW CORNER OF BARN. 2 FT
 KY3403'NORTH FACE OF BARN IN A FLOWER PLANTER.  2.5 FT WEST OF A LONG SOFT
 KY3403'NEEDLE PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG6612 ***********************************************************************
 DG6612  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6612  DESIGNATION -  GREENTOWN COOP CORS ARP
 DG6612  CORS_ID     -  GVFD
 DG6612  PID         -  DG6612
 DG6612  STATE/COUNTY-  OH/STARK
 DG6612  USGS QUAD   -  NORTH CANTON (1994)
 DG6612
 DG6612                         *CURRENT SURVEY CONTROL
 DG6612  ___________________________________________________________________
 DG6612* NAD 83(CORS)-  40 56 00.85010(N)    081 24 06.90963(W)     ADJUSTED  
 DG6612* NAVD 88     -                                                        
 DG6612  ___________________________________________________________________
 DG6612  EPOCH DATE  -        2002.00
 DG6612  X           -     721,449.865 (meters)                     COMP
 DG6612  Y           -  -4,771,445.974 (meters)                     COMP
 DG6612  Z           -   4,157,071.344 (meters)                     COMP
 DG6612  ELLIP HEIGHT-         333.78  (meters)          (04/??/04) GPS OBS
 DG6612  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DG6612
 DG6612  HORZ ORDER  -  SPECIAL (CORS)
 DG6612  ELLP ORDER  -  SPECIAL (CORS)
 DG6612
 DG6612.ITRF positions are available for this station.
 DG6612.The coordinates were established by GPS observations
 DG6612.and adjusted by the National Geodetic Survey in April 2004..
 DG6612.The coordinates are valid at the epoch date displayed above.
 DG6612.The epoch date for horizontal control is a decimal equivalence
 DG6612.of Year/Month/Day.
 DG6612
 DG6612
 DG6612.The PID for the CORS L1 Phase Center is DG6897.
 DG6612
 DG6612.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6612
 DG6612.The ellipsoidal height was determined by GPS observations
 DG6612.and is referenced to NAD 83.
 DG6612
 DG6612.The geoid height was determined by GEOID03.
 DG6612
 DG6612;                    North         East     Units Scale Factor Converg.
 DG6612;SPC OH N     -   141,266.343   692,472.097   MT  0.99994187   +0 43 17.0
 DG6612
 DG6612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6612!SPC OH N     -   0.99994765  x   0.99994187  =   0.99988952
 DG6612
 DG6612                          SUPERSEDED SURVEY CONTROL
 DG6612
 DG6612.No superseded survey control is available for this station.
 DG6612
 DG6612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6616431460(NAD 83)
 DG6612_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6612
 DG6612                          STATION DESCRIPTION
 DG6612
 DG6612'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG6612'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6612'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6612'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6612'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6612'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG6897 ***********************************************************************
 DG6897  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6897  DESIGNATION -  GREENTOWN COOP CORS L1 PHASE CENTER
 DG6897  CORS_ID     -  GVFD
 DG6897  PID         -  DG6897
 DG6897  STATE/COUNTY-  OH/STARK
 DG6897  USGS QUAD   -  NORTH CANTON (1994)
 DG6897
 DG6897                         *CURRENT SURVEY CONTROL
 DG6897  ___________________________________________________________________
 DG6897* NAD 83(CORS)-  40 56 00.85008(N)    081 24 06.90962(W)     ADJUSTED  
 DG6897* NAVD 88     -                                                        
 DG6897  ___________________________________________________________________
 DG6897  EPOCH DATE  -        2002.00
 DG6897  X           -     721,449.874 (meters)                     COMP
 DG6897  Y           -  -4,771,446.034 (meters)                     COMP
 DG6897  Z           -   4,157,071.396 (meters)                     COMP
 DG6897  ELLIP HEIGHT-         333.86  (meters)          (04/??/04) GPS OBS
 DG6897  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 DG6897
 DG6897  HORZ ORDER  -  SPECIAL (CORS)
 DG6897  ELLP ORDER  -  SPECIAL (CORS)
 DG6897
 DG6897.ITRF positions are available for this station.
 DG6897.The coordinates were established by GPS observations
 DG6897.and adjusted by the National Geodetic Survey in April 2004..
 DG6897.The coordinates are valid at the epoch date displayed above.
 DG6897.The epoch date for horizontal control is a decimal equivalence
 DG6897.of Year/Month/Day.
 DG6897
 DG6897
 DG6897.The PID for the CORS ARP is DG6612.
 DG6897
 DG6897.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6897
 DG6897.The ellipsoidal height was determined by GPS observations
 DG6897.and is referenced to NAD 83.
 DG6897
 DG6897.The geoid height was determined by GEOID03.
 DG6897
 DG6897;                    North         East     Units Scale Factor Converg.
 DG6897;SPC OH N     -   141,266.342   692,472.097   MT  0.99994187   +0 43 17.0
 DG6897
 DG6897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6897!SPC OH N     -   0.99994763  x   0.99994187  =   0.99988951
 DG6897
 DG6897                          SUPERSEDED SURVEY CONTROL
 DG6897
 DG6897.No superseded survey control is available for this station.
 DG6897
 DG6897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6616431460(NAD 83)
 DG6897_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6897
 DG6897                          STATION DESCRIPTION
 DG6897
 DG6897'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6897'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6897'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6897'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6897'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6897'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0284 ***********************************************************************
 LA0284  DESIGNATION -  GREENVILLE
 LA0284  PID         -  LA0284
 LA0284  STATE/COUNTY-  OH/DARKE
 LA0284  USGS QUAD   -  GREENVILLE WEST (1980)
 LA0284
 LA0284                         *CURRENT SURVEY CONTROL
 LA0284  ___________________________________________________________________
 LA0284* NAD 83(1986)-  40 06 09.     (N)    084 38 27.     (W)     SCALED    
 LA0284* NAVD 88     -       316.685  (meters)    1038.99   (feet)  ADJUSTED  
 LA0284  ___________________________________________________________________
 LA0284  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LA0284  DYNAMIC HT  -         316.514 (meters)    1038.43  (feet)  COMP
 LA0284  MODELED GRAV-     980,074.9   (mgal)                       NAVD 88
 LA0284
 LA0284  VERT ORDER  -  SECOND    CLASS 0
 LA0284
 LA0284.The horizontal coordinates were scaled from a topographic map and have
 LA0284.an estimated accuracy of +/- 6 seconds.
 LA0284
 LA0284.The orthometric height was determined by differential leveling
 LA0284.and adjusted by the National Geodetic Survey in June 1991..
 LA0284
 LA0284.The geoid height was determined by GEOID03.
 LA0284
 LA0284.The dynamic height is computed by dividing the NAVD 88
 LA0284.geopotential number by the normal gravity value computed on the
 LA0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0284.degrees latitude (g = 980.6199 gals.).
 LA0284
 LA0284.The modeled gravity was interpolated from observed gravity values.
 LA0284
 LA0284;                    North         East    Units  Estimated Accuracy
 LA0284;SPC OH S     -   235,580.      417,470.      MT  (+/- 180 meters Scaled)
 LA0284
 LA0284                          SUPERSEDED SURVEY CONTROL
 LA0284
 LA0284  NGVD 29 (??/??/92)  316.837  (m)         1039.49   (f) ADJ UNCH    2 0
 LA0284
 LA0284.Superseded values are not recommended for survey control.
 LA0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0284.See file dsdata.txt to determine how the superseded data were derived.
 LA0284
 LA0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK010418(NAD 83)
 LA0284_MARKER: DB = BENCH MARK DISK
 LA0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0284_STAMPING: GREENVILLE 1934
 LA0284_MARK LOGO: CGS   
 LA0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0284+STABILITY: SURFACE MOTION
 LA0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0284+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 LA0284
 LA0284  HISTORY     - Date     Condition        Report By
 LA0284  HISTORY     - 1934     MONUMENTED       CGS
 LA0284  HISTORY     - 1947     GOOD             NGS
 LA0284  HISTORY     - 19960529 GOOD             OHDT
 LA0284  HISTORY     - 20030501 GOOD             GEOCAC
 LA0284
 LA0284                          STATION DESCRIPTION
 LA0284
 LA0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0284'AT GREENVILLE.
 LA0284'AT GREENVILLE, AT THE SOUTHWEST CORNER OF THE WATER TOWER LAWN,
 LA0284'6.7 FEET EAST OF THE EAST CURB OF CHESNUT STREET, 84 FEET
 LA0284'NORTH OF THE NORTH CURB OF WEST THIRD STREET, ABOUT LEVEL
 LA0284'WITH THE SIDE WALK AND SET IN THE TOP OF A CONCRETE POST FLUSH
 LA0284'WITH THE GROUND.
 LA0284
 LA0284                          STATION RECOVERY (1996)
 LA0284
 LA0284'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1996 (JAA)
 LA0284'IN GREENVILLE, AT THE SOUTHWEST CORNER OF THE WATER LAWN, 6.7 FT (2.0
 LA0284'M) EAST OF THE CURB OF CHESNUT STREET, 84 FT (25.6 M) NORTH OF THE
 LA0284'NORTH CURB OF WEST THIRD STREET, ABOUT LEVEL WITH THE SIDE WALK AND
 LA0284'SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 LA0284
 LA0284                          STATION RECOVERY (2003)
 LA0284
 LA0284'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA0284'THIS IS NO LONGER AT THE SOUTHWEST CORNER OF THE WATER LAWN, SINCE THE
 LA0284'MUNICIPAL STANDPIPE (LA2324) AND ASSOCIATED FACILITIES ARE NO LONGER
 LA0284'HERE.  THIS IS A RESIDENTIAL NEIGHBORHOOD.  CONSUMER-GRADE GPS DEVICE
 LA0284'REPORTING 18 FT ACCURACY MEASURED THE LOCATION AS N40 05.930, W84
 LA0284'38.260.  THE SCALED COORDINATES LISTED SEEM TO BE OUTSIDE THE EXPECTED
 LA0284'ERROR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2323 ***********************************************************************
 LA2323  DESIGNATION -  GREENVILLE DARKE CO CTHSE DOME
 LA2323  PID         -  LA2323
 LA2323  STATE/COUNTY-  OH/DARKE
 LA2323  USGS QUAD   -  GREENVILLE WEST (1980)
 LA2323
 LA2323                         *CURRENT SURVEY CONTROL
 LA2323  ___________________________________________________________________
 LA2323* NAD 83(1995)-  40 06 01.42326(N)    084 37 53.56962(W)     ADJUSTED  
 LA2323* NAVD 88     -                                                        
 LA2323  ___________________________________________________________________
 LA2323  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 LA2323  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LA2323
 LA2323  HORZ ORDER  -  THIRD
 LA2323
 LA2323.The horizontal coordinates were established by classical geodetic methods
 LA2323.and adjusted by the National Geodetic Survey in April 1998..
 LA2323
 LA2323
 LA2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2323
 LA2323.The geoid height was determined by GEOID03.
 LA2323
 LA2323;                    North         East     Units Scale Factor Converg.
 LA2323;SPC OH S     -   235,325.559   418,260.164   MT  1.00001396   -1 21 09.0
 LA2323;SPC IN E     -   539,178.300   188,261.149   MT  1.00006253   +0 40 00.5
 LA2323;SPC IN E     - 1,768,954.14    617,653.45   sFT  1.00006253   +0 40 00.5
 LA2323;UTM  16      - 4,441,588.791   701,883.941   MT  1.00010176   +1 31 34.0
 LA2323
 LA2323                          SUPERSEDED SURVEY CONTROL
 LA2323
 LA2323  NAD 83(1986)-  40 06 01.43023(N)    084 37 53.57850(W) AD(       ) 4
 LA2323  NAD 27      -  40 06 01.24900(N)    084 37 53.73400(W) AD(       ) 3
 LA2323
 LA2323.Superseded values are not recommended for survey control.
 LA2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2323.See file dsdata.txt to determine how the superseded data were derived.
 LA2323
 LA2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0188441589(NAD 83)
 LA2323_MARKER: 87 = DOME
 LA2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA2323+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 LA2323
 LA2323  HISTORY     - Date     Condition        Report By
 LA2323  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2323  HISTORY     - 1969     GOOD             CGS
 LA2323  HISTORY     - 20030501 GOOD             GEOCAC
 LA2323
 LA2323                          STATION DESCRIPTION
 LA2323
 LA2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WOK)
 LA2323'RECOVERED.
 LA2323
 LA2323                          STATION RECOVERY (2003)
 LA2323
 LA2323'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 LA2323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2325 ***********************************************************************
 LA2325  DESIGNATION -  GREENVILLE ELEC LT AND PWR STK
 LA2325  PID         -  LA2325
 LA2325  STATE/COUNTY-  OH/DARKE
 LA2325  USGS QUAD   -  GREENVILLE WEST (1980)
 LA2325
 LA2325                         *CURRENT SURVEY CONTROL
 LA2325  ___________________________________________________________________
 LA2325* NAD 83(1995)-  40 06 18.29058(N)    084 38 06.01170(W)     ADJUSTED  
 LA2325* NAVD 88     -                                                        
 LA2325  ___________________________________________________________________
 LA2325  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 LA2325  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LA2325
 LA2325  HORZ ORDER  -  THIRD
 LA2325
 LA2325.The horizontal coordinates were established by classical geodetic methods
 LA2325.and adjusted by the National Geodetic Survey in April 1998..
 LA2325
 LA2325
 LA2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2325
 LA2325.The geoid height was determined by GEOID03.
 LA2325
 LA2325;                    North         East     Units Scale Factor Converg.
 LA2325;SPC OH S     -   235,852.630   417,977.842   MT  1.00001498   -1 21 16.9
 LA2325;SPC IN E     -   539,695.121   187,960.416   MT  1.00006188   +0 39 52.7
 LA2325;SPC IN E     - 1,770,649.74    616,666.80   sFT  1.00006188   +0 39 52.7
 LA2325;UTM  16      - 4,442,101.063   701,575.478   MT  1.00010023   +1 31 26.5
 LA2325
 LA2325                          SUPERSEDED SURVEY CONTROL
 LA2325
 LA2325  NAD 83(1986)-  40 06 18.29516(N)    084 38 06.02659(W) AD(       ) 4
 LA2325  NAD 27      -  40 06 18.12000(N)    084 38 06.18000(W) AD(       ) 3
 LA2325
 LA2325.Superseded values are not recommended for survey control.
 LA2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2325.See file dsdata.txt to determine how the superseded data were derived.
 LA2325
 LA2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0157542101(NAD 83)
 LA2325_MARKER: 63 = STACK
 LA2325
 LA2325  HISTORY     - Date     Condition        Report By
 LA2325  HISTORY     - 1933     FIRST OBSERVED   CGS
 LA2325
 LA2325                          STATION DESCRIPTION
 LA2325
 LA2325'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2320 ***********************************************************************
 LA2320  DESIGNATION -  GREENVILLE GEN ATHLETIC TANK
 LA2320  PID         -  LA2320
 LA2320  STATE/COUNTY-  OH/DARKE
 LA2320  USGS QUAD   -  GREENVILLE EAST (1984)
 LA2320
 LA2320                         *CURRENT SURVEY CONTROL
 LA2320  ___________________________________________________________________
 LA2320* NAD 83(1995)-  40 05 50.36832(N)    084 37 17.36158(W)     ADJUSTED  
 LA2320* NAVD 88     -                                                        
 LA2320  ___________________________________________________________________
 LA2320  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 LA2320  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LA2320
 LA2320  HORZ ORDER  -  THIRD
 LA2320
 LA2320.The horizontal coordinates were established by classical geodetic methods
 LA2320.and adjusted by the National Geodetic Survey in April 1998..
 LA2320
 LA2320
 LA2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2320
 LA2320.The geoid height was determined by GEOID03.
 LA2320
 LA2320;                    North         East     Units Scale Factor Converg.
 LA2320;SPC OH S     -   234,964.480   419,109.542   MT  1.00001329   -1 20 46.1
 LA2320;SPC IN E     -   538,847.359   189,122.766   MT  1.00006441   +0 40 23.6
 LA2320;SPC IN E     - 1,767,868.38    620,480.27   sFT  1.00006441   +0 40 23.6
 LA2320;UTM  16      - 4,441,270.795   702,750.459   MT  1.00010608   +1 31 57.0
 LA2320
 LA2320                          SUPERSEDED SURVEY CONTROL
 LA2320
 LA2320  NAD 83(1986)-  40 05 50.37406(N)    084 37 17.37015(W) AD(       ) 4
 LA2320  NAD 27      -  40 05 50.20000(N)    084 37 17.53000(W) AD(       ) 3
 LA2320
 LA2320.Superseded values are not recommended for survey control.
 LA2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2320.See file dsdata.txt to determine how the superseded data were derived.
 LA2320
 LA2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0275041271(NAD 83)
 LA2320_MARKER: 51 = TANK
 LA2320
 LA2320  HISTORY     - Date     Condition        Report By
 LA2320  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2320  HISTORY     - 20030501 MARK NOT FOUND   GEOCAC
 LA2320
 LA2320                          STATION DESCRIPTION
 LA2320
 LA2320'DESCRIBED BY GEOCACHING 2003 (WJR)
 LA2320'THIS LOCATION (BETWEEN 12TH AND 13TH STREETS ON MARKWITH AVENUE) IS
 LA2320'NOW RESIDENTIAL.  GREENVILLE GENERAL ATHLETIC AND THEIR TANK ARE NOT
 LA2320'IN EVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2324 ***********************************************************************
 LA2324  DESIGNATION -  GREENVILLE MUNICIPAL STANDPIPE
 LA2324  PID         -  LA2324
 LA2324  STATE/COUNTY-  OH/DARKE
 LA2324  USGS QUAD   -  GREENVILLE WEST (1980)
 LA2324
 LA2324                         *CURRENT SURVEY CONTROL
 LA2324  ___________________________________________________________________
 LA2324* NAD 83(1995)-  40 05 56.06000(N)    084 38 14.43554(W)     ADJUSTED  
 LA2324* NAVD 88     -                                                        
 LA2324  ___________________________________________________________________
 LA2324  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LA2324  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LA2324
 LA2324  HORZ ORDER  -  THIRD
 LA2324
 LA2324.The horizontal coordinates were established by classical geodetic methods
 LA2324.and adjusted by the National Geodetic Survey in April 1998..
 LA2324
 LA2324
 LA2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2324
 LA2324.The geoid height was determined by GEOID03.
 LA2324
 LA2324;                    North         East     Units Scale Factor Converg.
 LA2324;SPC OH S     -   235,171.863   417,762.155   MT  1.00001363   -1 21 22.3
 LA2324;SPC IN E     -   539,007.144   187,768.841   MT  1.00006146   +0 39 46.9
 LA2324;SPC IN E     - 1,768,392.60    616,038.27   sFT  1.00006146   +0 39 46.9
 LA2324;UTM  16      - 4,441,410.264   701,394.236   MT  1.00009933   +1 31 20.3
 LA2324
 LA2324                          SUPERSEDED SURVEY CONTROL
 LA2324
 LA2324  NAD 83(1986)-  40 05 56.06716(N)    084 38 14.44450(W) AD(       ) 4
 LA2324  NAD 27      -  40 05 55.88300(N)    084 38 14.60200(W) AD(       ) 3
 LA2324
 LA2324.Superseded values are not recommended for survey control.
 LA2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2324.See file dsdata.txt to determine how the superseded data were derived.
 LA2324
 LA2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0139441410(NAD 83)
 LA2324_MARKER: 52 = STANDPIPE TANK
 LA2324
 LA2324  HISTORY     - Date     Condition        Report By
 LA2324  HISTORY     - 1932     FIRST OBSERVED   CGS
 LA2324  HISTORY     - 20030501 MARK NOT FOUND   GEOCAC
 LA2324
 LA2324                          STATION DESCRIPTION
 LA2324
 LA2324'DESCRIBED BY GEOCACHING 2003 (WJR)
 LA2324'THIS IS A RESIDENTIAL AREA.  THE STANDPIPE IS NO LONGER HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1094 ***********************************************************************
 MC1094  DESIGNATION -  GREENWICH
 MC1094  PID         -  MC1094
 MC1094  STATE/COUNTY-  OH/HURON
 MC1094  USGS QUAD   -  NEW LONDON (1977)
 MC1094
 MC1094                         *CURRENT SURVEY CONTROL
 MC1094  ___________________________________________________________________
 MC1094* NAD 83(1995)-  41 01 45.35863(N)    082 28 00.31237(W)     ADJUSTED  
 MC1094* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 MC1094  ___________________________________________________________________
 MC1094  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 MC1094  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 MC1094
 MC1094  HORZ ORDER  -  SECOND
 MC1094
 MC1094.The horizontal coordinates were established by classical geodetic methods
 MC1094.and adjusted by the National Geodetic Survey in April 1998..
 MC1094
 MC1094.The orthometric height was scaled from a topographic map.
 MC1094
 MC1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1094
 MC1094.The geoid height was determined by GEOID03.
 MC1094
 MC1094;                    North         East     Units Scale Factor Converg.
 MC1094;SPC OH N     -   151,311.569   602,795.799   MT  0.99993936   +0 01 18.6
 MC1094;UTM  17      - 4,543,042.071   376,696.481   MT  0.99978712   -0 57 46.7
 MC1094
 MC1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1094!SPC OH N     -   0.99995346  x   0.99993936  =   0.99989283
 MC1094!UTM  17      -   0.99995346  x   0.99978712  =   0.99974059
 MC1094
 MC1094|---------------------------------------------------------------------|
 MC1094| PID    Reference Object                     Distance      Geod. Az  |
 MC1094|                                                           dddmmss.s |
 MC1094| CF2918 GREENWICH RM 1                       30.913 METERS 08127     |
 MC1094| CE6666 GREENWICH AZ MK                                    1763814.3 |
 MC1094| CF2919 GREENWICH RM 2                       25.914 METERS 21457     |
 MC1094| CF2917 GREENWICH AZ MK 2                                  2721113.8 |
 MC1094|---------------------------------------------------------------------|
 MC1094
 MC1094                          SUPERSEDED SURVEY CONTROL
 MC1094
 MC1094  NAD 83(1986)-  41 01 45.36492(N)    082 28 00.32305(W) AD(       ) 2
 MC1094  NAD 27      -  41 01 45.16739(N)    082 28 00.71730(W) AD(       ) 2
 MC1094
 MC1094.Superseded values are not recommended for survey control.
 MC1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1094.See file dsdata.txt to determine how the superseded data were derived.
 MC1094
 MC1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7669643042(NAD 83)
 MC1094_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1094
 MC1094  HISTORY     - Date     Condition        Report By
 MC1094  HISTORY     - 1959     MONUMENTED       CGS
 MC1094  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1094  HISTORY     - 1975     GOOD             NGS
 MC1094
 MC1094                          STATION DESCRIPTION
 MC1094
 MC1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1094'THE STATION IS ABOUT 3 MILES EAST OF GREENWICH, 7 MILES NORTHWEST OF
 MC1094'SAVANNAH, 1 MILE EAST OF THE
 MC1094'JUNCTION OF U.S. HIGHWAY 224, AND STATE HIGHWAY 13, ON THE SOUTH SIDE
 MC1094'OF HIGHWAY 224, GREENWICH TOWNSHIP,
 MC1094'T-1-N, R-21-W, ON PROPERTY OWNED BY MR. A. W. MAGILL.
 MC1094'
 MC1094'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
 MC1094'HIGHWAY 13, 2 MILES EAST OF
 MC1094'GREENWICH, GO EAST ON HIGHWAY 224 FOR 0.95 MILES TO A DIRT SIDE ROAD
 MC1094'ON THE RIGHT AT THE ENTRANCE TO THE
 MC1094'HURON COUNTY SPEEDWAY AND THE STATION.
 MC1094'
 MC1094'STATION MARKS ARE STANDARD DISKS STAMPED GREENWICH 1959.  THE SURFACE
 MC1094'DISK IS SET IN A SQUARE
 MC1094'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 MC1094'192 FEET NORTHEAST OF THE NORTHEAST
 MC1094'CORNER OF MR. MAGILLS HOUSE, 44 FEET SOUTH OF THE PAINTED
 MC1094'CENTER LINE OF HIGHWAY 224, 29 FEET WEST OF
 MC1094'THE CENTERLINE OF THE DIRT ROAD AND 18.5
 MC1094'FEET SOUTHWEST OF A 14-INCH HICKORY TREE.  A STANDARD METAL
 MC1094'WITNESS POST WAS SET 18 FEET NORTH OF
 MC1094'THE MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MC1094'CONCRETE 28 INCHES BELOW THE SURFACE OF
 MC1094'THE GROUND.
 MC1094'
 MC1094'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GREENWICH NO 1 1959, IS
 MC1094'SET IN A SQUARE CONCRETE
 MC1094'POST FLUSH WITH SURFACE OF THE GROUND.  IT IS 73 FEET EAST OF THE
 MC1094'CENTERLINE OF THE DIRT ROAD, 78
 MC1094'FEET WEST OF A TELEPHONE POLE AND 28 FEET SOUTH OF THE
 MC1094'PAINTED CENTER LINE OF HIGHWAY 224.
 MC1094'
 MC1094'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GREENWICH NO 2 1959, IS
 MC1094'SET IN A SQUARE CONCRETE
 MC1094'POST WHICH PROJECTS 2 INCHES.  IT IS 108 FEET NORTH OF THE NORTHEAST
 MC1094'CORNER OF THE HOUSE, 113 FEET SOUTH OF
 MC1094'THE PAINTED CENTER LINE OF HIGHWAY 224, 95 FEET WEST
 MC1094'OF THE CENTERLINE OF THE DIRT ROAD AND 12 FEET
 MC1094'NORTH OF A TELEPHONE POLE.
 MC1094'
 MC1094'AZIMUTH MARK IS A STANDARD DISK STAMPED GREENWICH 1959, SET IN A
 MC1094'SQUARE CONCRETE POST WHICH
 MC1094'PROJECTS 6 INCHES.  IT IS 13 FEET NORTH OF THE MOST WESTERLY ONE OF A
 MC1094'GROUP OF 5 LARGE TREES, 15 FEET
 MC1094'WEST OF A NORTH-SOUTH FENCELINE AND 42 FEET WEST OF A 20-INCH
 MC1094'OAK TREE.  A STANDARD METAL WITNESS POST WAS
 MC1094'SET 1.8 FEET SOUTH OF THE MARK.
 MC1094'
 MC1094'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE DIRT
 MC1094'ROAD, PASSING TO THE WEST OF A
 MC1094'BARN, 0.05 MILE TO A CULTIVATED FIELD.  CONTINUE SOUTH ALONG THE EAST
 MC1094'SIDE OF A NORTH-SOUTH FENCELINE 0.25
 MC1094'MILE TO THE GROUP OF 5 LARGE TREES AT THE SOUTHWEST CORNER
 MC1094'OF THE FIELD AND THE AZIMUTH MARK NEAR THE MOST
 MC1094'WESTERLY TREE.
 MC1094'
 MC1094'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 MC1094
 MC1094                          STATION RECOVERY (1971)
 MC1094
 MC1094'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (Y)
 MC1094'RM 1 GOOD
 MC1094'RM 2 GOOD
 MC1094'STATION GOOD
 MC1094'
 MC1094'WE RECOMMEND THAT AZIMUTH MARK BE RESET.  IT IS NOW IN CENTER OF
 MC1094'CULTIVATED FIELD.
 MC1094'THE FARMER WOULD APPRECIATE IT MOVED AS IT IS A
 MC1094'HINDERANCE TO HIM.  ALL DESCRIPTIONS
 MC1094'ARE NOW VOID FOR THE AZIMUTH MARK.
 MC1094'
 MC1094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES EAST OF
 MC1094'GREENWICH
 MC1094
 MC1094                          STATION RECOVERY (1975)
 MC1094
 MC1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MC1094'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE
 MC1094'WAY OF FARMING AND WAS DESTROYED AFTER A NEW MARK WAS SET.  THE
 MC1094'DIRECTION TO THE REFERENCE MARKS CHECKED AS DID THE DISTANCE TO
 MC1094'REFERENCE MARK 2.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO
 MC1094'BE IN ERROR BY 0.04 OF A FOOT.  A NEW DESCRIPTION FOLLOWS--
 MC1094'
 MC1094'THE STATION IS LOCATED ON THE PROPERTY OF MR. A.W. MAGILL, 39 FEET
 MC1094'WEST OF THE CENTERLINE OF A DRIVEWAY, 44 FEET SOUTH OF THE CENTER
 MC1094'LINE OF U.S. HIGHWAY 224, 192 FEET NORTHEAST OF THE NORTHEAST CORNER
 MC1094'OF A 2 STORY HOUSE AND 15.7 FEET SOUTHEAST OF A TELEPHONE POLE AND
 MC1094'A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MC1094'GREENWICH 1959.
 MC1094'
 MC1094'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
 MC1094'HIGHWAY 13 (2. MILES EAST OF GREENWICH), GO EAST ON HIGHWAY 224 FOR
 MC1094'0.55 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE
 MC1094'HIGHWAY FOR 0.4 MILES TO A DRIVEWAY ON THE RIGHT AND THE STATION.
 MC1094'
 MC1094'REFERENCE MARK 1 IS 62 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY,
 MC1094'28 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 78 FEET WEST OF
 MC1094'A TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MC1094'GREENWICH NO 1 1959.
 MC1094'
 MC1094'REFERENCE MARK 2 IS 108 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 MC1094'HOUSE, 113 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 MC1094'NORTH OF A TELEPHONE POLE AND 95 FEET WEST OF THE CENTERLINE OF THE
 MC1094'DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MC1094'GREENWICH NO 2 1959.
 MC1094'
 MC1094'THE AZIMUTH MARK IS A STANDARD PRE CAST ALUMINUM MONUMENT (REFERENCE
 MC1094'MARK CAP), STAMPED GREENWICH 1959 AZ 1975, PROJECTING 3 INCHES, 24
 MC1094'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF A
 MC1094'POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST AND 17 FEET WEST
 MC1094'OF THE EXTENDED CENTERLINE OF A DRIVEWAY SOUTH.
 MC1094'
 MC1094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 MC1094'GREENWICH.
 MC1094'
 MC1094'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1217 ***********************************************************************
 MB1217  DESIGNATION -  GREER
 MB1217  PID         -  MB1217
 MB1217  STATE/COUNTY-  OH/SUMMIT
 MB1217  USGS QUAD   -  AKRON EAST (1964)
 MB1217
 MB1217                         *CURRENT SURVEY CONTROL
 MB1217  ___________________________________________________________________
 MB1217* NAD 83(1995)-  41 04 55.17201(N)    081 25 28.56955(W)     ADJUSTED  
 MB1217* NAVD 88     -       355.803  (meters)    1167.33   (feet)  ADJUSTED  
 MB1217  ___________________________________________________________________
 MB1217  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 MB1217  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB1217  DYNAMIC HT  -         355.646 (meters)    1166.82  (feet)  COMP
 MB1217  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 MB1217
 MB1217  HORZ ORDER  -  FIRST
 MB1217  VERT ORDER  -  FIRST     CLASS II
 MB1217
 MB1217.The horizontal coordinates were established by classical geodetic methods
 MB1217.and adjusted by the National Geodetic Survey in April 1998..
 MB1217
 MB1217.The orthometric height was determined by differential leveling
 MB1217.and adjusted by the National Geodetic Survey in June 1991..
 MB1217
 MB1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1217
 MB1217.The geoid height was determined by GEOID03.
 MB1217
 MB1217.The dynamic height is computed by dividing the NAVD 88
 MB1217.geopotential number by the normal gravity value computed on the
 MB1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1217.degrees latitude (g = 980.6199 gals.).
 MB1217
 MB1217.The modeled gravity was interpolated from observed gravity values.
 MB1217
 MB1217;                    North         East     Units Scale Factor Converg.
 MB1217;SPC OH N     -   157,723.247   690,358.752   MT  0.99993917   +0 42 23.3
 MB1217;UTM  17      - 4,547,945.885   464,334.511   MT  0.99961566   -0 16 44.5
 MB1217
 MB1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1217!SPC OH N     -   0.99994943  x   0.99993917  =   0.99988861
 MB1217!UTM  17      -   0.99994943  x   0.99961566  =   0.99956511
 MB1217
 MB1217:                Primary Azimuth Mark                     Grid Az
 MB1217:SPC OH N     -  AKRON TV STATION WAKR MAST               269 38 34.8
 MB1217:UTM  17      -  AKRON TV STATION WAKR MAST               270 37 42.6
 MB1217
 MB1217|---------------------------------------------------------------------|
 MB1217| PID    Reference Object                     Distance      Geod. Az  |
 MB1217|                                                           dddmmss.s |
 MB1217| MB2920 AKRON TV STATION WAKR MAST          APPROX. 7.9 KM 2702058.1 |
 MB1217| MB2702 AKRON RADIO STA KQG 810 MAST        APPROX. 1.5 KM 2780134.8 |
 MB1217| MB2710 TALLMADGE FIRST CONG CH SPIRE       APPROX. 2.6 KM 3272840.6 |
 MB1217| MB2715 TALLMADGE MUNICIPAL STANDPIPE       APPROX. 2.0 KM 3515921.8 |
 MB1217|---------------------------------------------------------------------|
 MB1217
 MB1217                          SUPERSEDED SURVEY CONTROL
 MB1217
 MB1217  NAD 83(1986)-  41 04 55.17870(N)    081 25 28.57285(W) AD(       ) 1
 MB1217  NAD 27      -  41 04 54.97324(N)    081 25 29.15857(W) AD(       ) 1
 MB1217  NGVD 29 (??/??/92)  355.997  (m)         1167.97   (f) ADJ UNCH    1 2
 MB1217
 MB1217.Superseded values are not recommended for survey control.
 MB1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1217.See file dsdata.txt to determine how the superseded data were derived.
 MB1217
 MB1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6433547946(NAD 83)
 MB1217_MARKER: DD = SURVEY DISK
 MB1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1217_STAMPING: GREER
 MB1217_MARK LOGO: OH0070
 MB1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1217+STABILITY: SURFACE MOTION
 MB1217
 MB1217  HISTORY     - Date     Condition        Report By
 MB1217  HISTORY     - 1963     MONUMENTED       OH0070
 MB1217  HISTORY     - 1964     GOOD             CGS
 MB1217  HISTORY     - 1989     GOOD             USPSQD
 MB1217
 MB1217                          STATION DESCRIPTION
 MB1217
 MB1217'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1217'THE STATION IS ABOUT 4-3/4 MILES EAST OF DOWNTOWN AKRON, 0.45 MILE
 MB1217'WEST OF SOUTH MUNROE ROAD,
 MB1217'0.1 MILE SOUTH OF EASTWOOD AVENUE AND ON THE PROPERTY OF MR. J.
 MB1217'GREER.  IT IS NEAR THE NORTHEAST
 MB1217'CORNER OF MR. GREERS PROPERTY, ABOUT 300 FEET NORTH OF HIS
 MB1217'HOUSE AND 2 FEET SOUTHWEST OF A 2 INCH
 MB1217'PIPE PROJECTING 1 FOOT, THIS MARKS THE NORTHEAST
 MB1217'CORNER OF MR. GREERS PROPERTY.  THE MARK IS A CITY OF
 MB1217'AKRON DISK STAMPED GREER
 MB1217'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 MB1217'THE SURFACE OF A 3 FOOT SQUARE OF
 MB1217'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
 MB1217'
 MB1217'TO REACH FROM THE INTERSECTION OF DARROW ROAD AND EASTWOOD AVENUE, GO
 MB1217'EAST ON EASTWOOD AVENUE
 MB1217'FOR 0.8 MILE TO SUNSET BOULEVARD ON THE RIGHT.  TURN RIGHT AND GO
 MB1217'SOUTH ON SUNSET BOULEVARD FOR 0.2
 MB1217'MILE TO BYATT STREET ON THE LEFT.  TURN LEFT AND GO EAST ON
 MB1217'BYATT STREET FOR 0.1 MILE TO MR. J. GREERS
 MB1217'HOME ON THE LEFT.  TURN LEFT AND GO NORTH
 MB1217'PASSING ON THE EAST SIDE OF MR. GREERS HOUSE FOR 0.05 MILE TO
 MB1217'THE STATION.
 MB1217'
 MB1217'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 MB1217
 MB1217                          STATION RECOVERY (1964)
 MB1217
 MB1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1217'AT AKRON.
 MB1217'AT AKRON, ABOUT 0.8 MILE EAST ALONG EASTWOOD AVENUE FROM THE
 MB1217'INTERSECTION OF DARROW ROAD, THENCE 0.2 MILE SOUTH ALONG SUNSET
 MB1217'BOULEVARD, THENCE 0.1 EAST ALONG BYATT STREET, ON THE PROPERTY
 MB1217'OF MR. J. GREER, NEAR THE NORTHEAST CORNER OF THE PROPERTY,
 MB1217'355 FEET NORTH OF THE CENTER LINE OF BYATT STREET, 2 FEET SOUTHWEST
 MB1217'OF A 2-INCH PIPE PROJECTING 1 FOOT WHICH IS THE NORTHEAST CORNER
 MB1217'PROPERTY MARKER OF THE PROPERTY, AND IS SET IN THE TOP OF A
 MB1217'CONCRETE POST 4 INCHES UNDERGROUND ACCESS TO WHICH IS HAD
 MB1217'THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
 MB1217
 MB1217                          STATION RECOVERY (1989)
 MB1217
 MB1217'RECOVERY NOTE BY US POWER SQUADRON 1989 (KM)
 MB1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1045 ***********************************************************************
 MC1045  DESIGNATION -  GRELTON
 MC1045  PID         -  MC1045
 MC1045  STATE/COUNTY-  OH/HENRY
 MC1045  USGS QUAD   -  MC CLURE (1971)
 MC1045
 MC1045                         *CURRENT SURVEY CONTROL
 MC1045  ___________________________________________________________________
 MC1045* NAD 83(1995)-  41 20 30.60320(N)    083 58 47.72991(W)     ADJUSTED  
 MC1045* NAVD 88     -       207.00   (meters)     679.1    (feet)  RESET     
 MC1045  ___________________________________________________________________
 MC1045  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 MC1045  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC1045
 MC1045  HORZ ORDER  -  FIRST
 MC1045  VERT ORDER  -  THIRD
 MC1045
 MC1045.The horizontal coordinates were established by classical geodetic methods
 MC1045.and adjusted by the National Geodetic Survey in April 1998..
 MC1045
 MC1045.The orthometric height was computed from unverified reset data.
 MC1045.No vertical observational check was made to the station.
 MC1045
 MC1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1045
 MC1045.The geoid height was determined by GEOID03.
 MC1045
 MC1045;                    North         East     Units Scale Factor Converg.
 MC1045;SPC OH N     -   187,072.919   476,143.823   MT  0.99995056   -0 58 20.1
 MC1045;UTM  17      - 4,580,989.979   250,668.504   MT  1.00036514   -1 58 09.8
 MC1045;UTM  16      - 4,581,106.288   752,691.265   MT  1.00038590   +1 59 45.5
 MC1045
 MC1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1045!SPC OH N     -   0.99997308  x   0.99995056  =   0.99992364
 MC1045!UTM  17      -   0.99997308  x   1.00036514  =   1.00033821
 MC1045!UTM  16      -   0.99997308  x   1.00038590  =   1.00035897
 MC1045
 MC1045|---------------------------------------------------------------------|
 MC1045| PID    Reference Object                     Distance      Geod. Az  |
 MC1045|                                                           dddmmss.s |
 MC1045| MC1044 GRELTON RM 3 RESET                   33.525 METERS 07132     |
 MC1045| CF2921 GRELTON RM 1 RESET                   33.168 METERS 07142     |
 MC1045| MC0624 GRELTON RM 2                         62.057 METERS 17948     |
 MC1045| MD1760 HAMLER MUNICIPAL TANK               APPROX.13.3 KM 1993438.4 |
 MC1045| MC0622 BARNES                               12.014 METERS 30914     |
 MC1045| CF2922 GRELTON RM 3                         21.259 METERS 31939     |
 MC1045| CF2920 GRELTON AZ MK                                      3591459.3 |
 MC1045|---------------------------------------------------------------------|
 MC1045
 MC1045                          SUPERSEDED SURVEY CONTROL
 MC1045
 MC1045  NAD 83(1995)-  41 20 30.61141(N)    083 58 47.73406(W) AD(       ) 1
 MC1045  NAD 83(1986)-  41 20 30.61322(N)    083 58 47.73944(W) AD(       ) 1
 MC1045  NAD 27      -  41 20 30.42600(N)    083 58 47.93700(W) AD(       ) 1
 MC1045  NGVD 29 (10/13/05)  207.20   (m)          679.8    (f) RESET       3  
 MC1045
 MC1045.Superseded values are not recommended for survey control.
 MC1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1045.See file dsdata.txt to determine how the superseded data were derived.
 MC1045
 MC1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5066980990(NAD 83)
 MC1045_MARKER: DS = TRIANGULATION STATION DISK
 MC1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC1045_STAMPING: GRELTON 1943
 MC1045_PROJECTION: PROJECTING 41 CENTIMETERS
 MC1045_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MC1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1045+STABILITY: SURFACE MOTION
 MC1045
 MC1045  HISTORY     - Date     Condition        Report By
 MC1045  HISTORY     - 1943     MONUMENTED       CGS
 MC1045  HISTORY     - 1943     GOOD             CGS
 MC1045  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MC1045  HISTORY     - 1954     SEE DESCRIPTION  CGS
 MC1045  HISTORY     - 1960     SEE DESCRIPTION  USGS
 MC1045  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MC1045  HISTORY     - 1980     GOOD             LOCENG
 MC1045  HISTORY     - 1980     GOOD             NGS
 MC1045
 MC1045                          STATION DESCRIPTION
 MC1045
 MC1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1045'STATION IS LOCATED
 MC1045'ABOUT 1.0 MILE E
 MC1045'OF THE VILLAGE OF GRELTON ON THE S SIDE OF A HARD-
 MC1045'SURFACED COUNTY ROAD, IN THE SE
 MC1045'ANGLE OF A CROSS ROAD.  IT IS IN
 MC1045'THE NW CORNER OF AN ORCHARD ON LANE OWNED BY MRS.
 MC1045'ROSE KRAHN.
 MC1045'MARK IS 38 FEET E OF A N-S FENCE AND 37 FEET S OF A REFERENCE
 MC1045'POST WHICH WAS
 MC1045'PLACED IN THE E-W FENCE.  THE DISK IS STAMPED
 MC1045'GRELTON 1943 AND IS 12 INCHES
 MC1045'BELOW THE SURFACE OF THE GROUND.
 MC1045'
 MC1045'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MC1045'DISKS SET IN
 MC1045'CONCRETE.
 MC1045'
 MC1045'REFERENCE MARK 1 IS 108.82 FEET NE OF THE STATION IN THE E-W
 MC1045'FENCE AT THE N
 MC1045'EDGE OF THE ORCHARD.  THE DISK IS STAMPED GRELTON
 MC1045'NO 1 1943.
 MC1045'
 MC1045'REFERENCE MARK 2 IS 203.60 FEET S OF THE STATION.  THE MARK
 MC1045'IS SET IN THE E-W
 MC1045'FENCE AT THE S EDGE OF THE ORCHARD AND 36 FEET
 MC1045'E OF A N-S FENCE.  THE DISK IS
 MC1045'STAMPED GRELTON NO 2 1943.
 MC1045'
 MC1045'THE AZIMUTH MARK IS APPROXIMATELY 0.55 MILE N OF THE STATION
 MC1045'ON THE W SIDE OF A
 MC1045'N-S GRADED DIRT ROAD .  IT IS 79 FEET S OF A
 MC1045'RAILROAD CROSSING, 14.1 FEET W OF THE
 MC1045'CENTER LINE OF THE DIRT
 MC1045'ROAD, 2.7 FEET NE OF A STANDARD REFERENCE POST AND 1.5
 MC1045'FEET S OF A
 MC1045'POLE WITH G 14 D 1 ON THE E SIDE.  STAMPED GRELTON 1943.
 MC1045'
 MC1045'TO REACH THE STATION FROM NAPOLEON, FOLLOW U.S. HIGHWAY 6 SE
 MC1045'FOR 5.3 MILES TO
 MC1045'ITS JUNCTION WITH STATE HIGHWAY 109.  TURN RIGHT
 MC1045'OR S ON HIGHWAY 109 AND GO 2.0
 MC1045'MILES TO A CROSS ROAD.  HERE TURN
 MC1045'E ON A HARD SURFACED ROAD AND GO 3.0 MILES OR 1.0
 MC1045'MILE E OF THE
 MC1045'VILLAGE OF GRELTON TO THE STATION AS DESCRIBED.
 MC1045'
 MC1045'TO REACH THE AZIMUTH MARK FROM THE CROSS ROAD AT THE STATION,
 MC1045'GO N ON A GRADED
 MC1045'DIRT ROAD FOR 0.55 MILE TO THE MARK ON THE LEFT.
 MC1045'
 MC1045'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 MC1045
 MC1045                          STATION RECOVERY (1943)
 MC1045
 MC1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 MC1045'1.0 MI EAST FROM GRELTON.
 MC1045'1.0 MILE EAST ALONG A PAVED ROAD FROM GRELTON, AT THE JUNCTION OF
 MC1045'A GRAVEL T-ROAD LEADING SOUTH , AT AN ORCHARD OWNED BY MRS. ROSE
 MC1045'KRAHN, SOUTHEAST OF INTERSECTION OF COUNTY ROADS 6 AND M, 57.0 FEET
 MC1045'EAST OF THE CENTERLINE OF ROAD 6, 74.0 FEET SOUTH OF THE CENTERLINE
 MC1045'OF ROAD M, AND 47.0 FEET SOUTHEAST OF A POWER POLE.
 MC1045'THE MARK IS 47.0 FT  SE FROM A WITNESS POST.
 MC1045
 MC1045                          STATION RECOVERY (1947)
 MC1045
 MC1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MC1045'THE STATION WAS RECOVERED AS DESCRIBED AND ALL
 MC1045'MARKS WERE FOUND
 MC1045'IN GOOD CONDITION.  A DIFFERENCE WAS NOTED IN THE DISTANCE TO
 MC1045'REFERENCE MARK NO. 1 AND ALSO IN THE
 MC1045'DISTANCE TO THE REFERECNE POST AND EAST-WEST FENCELINE.  A
 MC1045'COMPLETE NEW DESCRIPTION FOLLOWS.
 MC1045'
 MC1045'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF MCCLURE AND ABOUT 9
 MC1045'MILES SOUTHEAST OF NAPOLEON IN
 MC1045'THE NORTHWEST CORNER OF AN ORCHARD ON LAND OWNED BY MR. ROSE KRAHN.
 MC1045'IT IS 95 FEET SOUTHEAST OF THE
 MC1045'INTERSECTION OF AN EAST-WEST PAVED ROAD AND A GRAVEL T-ROAD SOUTH,
 MC1045'38 FEET EAST OF A NORTH-SOUTH FENCELINE AND
 MC1045'33 FEET SOUTH OF A REFERENCE POST AND THE EAST-WEST
 MC1045'FENCELINE.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE
 MC1045'GROUND AND THE DISK IS STAMPED GRELTON
 MC1045'1943.  (NOTE 1A A, 7A)
 MC1045'
 MC1045'REFERENCE MARK NO. 1 IS 109.82 FEET NORTHEAST OF THE STATION.  IT IS
 MC1045'42 FEET SOUTH OF THE EAST-WEST
 MC1045'PAVED ROAD AND 1 FOOT SOUTH OF THE FENCELINE.  THE MARK PROJECTS 6
 MC1045'INCHES AND THE DISK IS STAMPED
 MC1045'GRELTON NO 1 1943.  (NOTE 11A)
 MC1045'
 MC1045'REFERENCE MARK NO. 2 IS 203.60 FEET SOUTH OF THE STATION.  IT IS 36
 MC1045'FEET EAST OF THE NORTH-SOUTH
 MC1045'FENCE LINE AND 1 FOOT NORTH OF THE EAST-WEST FENCE LINE.  THE MARK
 MC1045'PROJECTS 4 INCHES AND THE DISK IS
 MC1045'STAMPED GRELTON NO 2 1943.  (NOTE 11A)
 MC1045'
 MC1045'AZIMUTH MARK IS 0.55 MILE NORTH OF THE STATION.  IT IS 79 FEET SOUTH
 MC1045'OF A RAILROAD CROSSING, 14 FEET
 MC1045'WEST OF THE CENTER OF A DIRT ROAD, 3 FEET NORTH OF A REFERENCE POST
 MC1045'AND 1 FOOT SOUTH OF A POWER POLE.  THE
 MC1045'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED GRELTON
 MC1045'1943.  (NOTE 11A)
 MC1045'
 MC1045'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY NO. 6,
 MC1045'OHIO HIGHWAY NO. 65 AND THE
 MC1045'RAILROAD CROSSING IN MCCLURE, GO SOUTH ON OHIO HIGHWAY NO. 65 FOR
 MC1045'2.0 MILES TO A CROSSROADS TURN
 MC1045'RIGHT AND GO WEST ON PAVED ROAD FOR 2.0 MILES TO
 MC1045'CROSSROADS AND STATION IN SOUTHEAST ANGLE AS
 MC1045'DESCRIBED.
 MC1045'
 MC1045'TO REACH THE AZIMUTH MARK GO NORTH ON DIRT ROAD FOR 0.55 MILE TO MARK
 MC1045'ON LEFT AS DESCRIBED.
 MC1045'
 MC1045'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MC1045
 MC1045                          STATION RECOVERY (1954)
 MC1045
 MC1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MC1045'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 MC1045'CONDITION.  THE DISTANCE TO THE
 MC1045'REFERENCE MARKS CHECKED.  THE DIRECTION TO REFERENCE MARK NO. 2
 MC1045'CHECKED BUT THE DIRECTION TO
 MC1045'REFERENCE MARK NO. 1 DID NOT CHECK.  REFERENCE MARK NO. 2 WAS
 MC1045'DESTROYED AT THE REQUEST OF THE PROPERTY
 MC1045'OWNER AND REFERENCE MARK NO. 3 WAS ESTABLISHED.  IT
 MC1045'IS IN THE NORTHEAST CORNER OF A BRIDGE ABUTMENT,
 MC1045'22 FEET SOUTH OF THE CENTER OF A PAVED
 MC1045'ROAD AND 14 FEET EAST OF THE CENTER OF A GRAVEL ROAD.  THE DISK IS
 MC1045'SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 MC1045'ABUTMENT AND IT IS STAMPED GRELTON NO 3 1943.
 MC1045'
 MC1045'THE FOLLOWING MEASUREMENTS WERE ADDED TO THE ORIGINAL DESCRIPTION-
 MC1045'STATION MARK IS IN THE
 MC1045'NORTHWEST CORNER OF A CULTIVATED FIELD, 98 FEET SOUTHEAST OF THE
 MC1045'INTERSECTION OF A PAVED ROAD AND A
 MC1045'GRAVEL CROSSROAD, 60 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 MC1045'AND 58 FEET SOUTHEAST OF THE SOUTHEAST
 MC1045'CORNER OF A BRIDGE ABUTMENT.  THE MARK IS 12
 MC1045'INCHES UNDERGROUND AND THE DISK IS STAMPED GRELTON 1943.
 MC1045'(NOTES 1C 7A) THE REMAINDER OF THE
 MC1045'ORIGIANL DESCRIPTION IS ADEQUATE.
 MC1045
 MC1045                          STATION RECOVERY (1960)
 MC1045
 MC1045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MC1045'STATION NOT RECOVERED, BELIEVED BURIED OR DESTROYED BY DRAIN
 MC1045'CONSTRUCTION.
 MC1045
 MC1045                          STATION RECOVERY (1963)
 MC1045
 MC1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1045'STATION MARK AND R.M. 1 RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 MC1045'R.M. 1 WAS VERIFIED.  R.M. 2
 MC1045'WAS NOT FOUND, IT IS BELIEVED TO HAVE BEEN DESTROYED WHEN
 MC1045'THE FENCES WERE REMOVED.  THE
 MC1045'PREVIOUS RECOVERY BY E.L.J. 1954 IS ADEQUATE WITH
 MC1045'FOLLOWING ADDITIONS.  A TRAVERSE CONNECTION WAS
 MC1045'MADE TO BARNES 1963 CAMERA
 MC1045'TARGET, STATION MARK IS 90.2 FEET SOUTHEAST OF THE CENTER OF THE
 MC1045'INTERSECTION OF AN
 MC1045'EAST-WEST ROAD AND A ROAD LEADING SOUTH, 06.4 FEET SOUTH OF THE
 MC1045'CENTER OF THE
 MC1045'INTERSECTION OF THE EAST-WEST ROAD AND A ROAD LEADING NORTH, 58.0
 MC1045'FEET EAST OF THE
 MC1045'CENTERLINE OF A ROAD LEADING SOUTH, AND 39.418 FEET SOUTHEAST OF
 MC1045'STATION BARNES 1963.
 MC1045
 MC1045                          STATION RECOVERY (1980)
 MC1045
 MC1045'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RWW)
 MC1045'GRELTON - 1943 RECOVERED GOOD - 12 INCHES DEEP IN NW CORNER GOR OF
 MC1045'FIELD.
 MC1045'
 MC1045'(R.M. NO. 1) GRELTON NO 1 1943 MARK WAS FOUND LEANING TO NORTH.  SET
 MC1045'MARK IN UPRIGHT POSITION.  NEW DISTANCE OF 109.98 TO STATION MARK
 MC1045'STA GRELTON.
 MC1045'
 MC1045'R.M. NO. 3 LOST WHEN BRIDGE WAS REPLACED W/ CULVERT PIPE.
 MC1045'
 MC1045'AZ MARK - GRELTON - 1945 GOOD COND. (R.R. TRACKS ARE GONE POLE IS
 MC1045'1.0 FEET NORTH.
 MC1045'
 MC1045'GRAVEL ROAD IS NOW PAVED.  ALL FENCE AND REF. POST ARE GONE.  R.M.
 MC1045'NO. 1 SITS ON S. BANK OF DITCH. ORCHARD IS GONE.  LAND BEING FARMED.
 MC1045'
 MC1045'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MI EAST OF GRELTON,
 MC1045'OHIO.
 MC1045
 MC1045                          STATION RECOVERY (1980)
 MC1045
 MC1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MC1045'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD
 MC1045'CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED.  REFERENCE MARK 2 WAS
 MC1045'NOT FOUND AND ASSUMED DESTROYED.  STATION BARNES 1963 WAS TIED TO THE
 MC1045'STATION AT THIS TIME AND REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION
 MC1045'FOLLOWS.
 MC1045'
 MC1045'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF MC CLURE, IN THE
 MC1045'SOUTHEAST ANGLE OF AN INTERSECTION OF COUNTY ROADS 6 AND M, 57 FEET
 MC1045'EAST OF THE CENTERLINE OF ROAD 6, 74 FEET SOUTH OF THE CENTERLINE OF
 MC1045'COUNTY ROAD M AND 47 FEET SOUTHEAST OF A METAL WITNESS POST AND A
 MC1045'POWER POLE.  THE MONUMENT IS 16 INCHES UNDERGROUND AND THE DISK IS
 MC1045'STAMPED---GRELTON 1943---.
 MC1045'
 MC1045'REFERENCE MARK 3 IS 164 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 6,
 MC1045'1 FOOT NORTH OF A METAL WITNESS POST AND 41 FEET SOUTH OF THE
 MC1045'CENTERLINE OF ROAD M.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 MC1045'STAMPED---GRELTON 1943 NO 3 1980---
 MC1045'
 MC1045'BARNES 1963 IS A STANDARD TRAVERSE DISK SET IN TOP OF A ROUND
 MC1045'CONCRETE POST FLUSH WITH THE GROUND AND SURROUNDED BY A CONCRETE PAD,
 MC1045'26 FEET EAST OF THE CENTERLINE OF ROAD 6, 49 FEET SOUTH OF THE
 MC1045'CENTERLINE OF ROAD M AND 7 FEET SOUTHEAST OF A METAL WITNESS POST AND
 MC1045'A POWER POLE THE DISK IS STAMPED---BARNES 1963---
 MC1045'
 MC1045'THE AZIMUTH MARK IS 0.55 MILE NORTH OF THE STATION, 79 FEET SOUTH OF
 MC1045'ABANDONED RAILROAD TRACK, 14 FEET WEST OF THE CENTERLINE OF COUNTY
 MC1045'ROAD 6, 1 FOOT SOUTH OF A POWER POLE AND 1 FOOT SOUTH OF A METAL
 MC1045'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 MC1045'STAMPED---GRELTON 1943---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0623 ***********************************************************************
 MC0623  DESIGNATION -  GRELTON RM 1
 MC0623  PID         -  MC0623
 MC0623  STATE/COUNTY-  OH/HENRY
 MC0623  USGS QUAD   -  MC CLURE (1971)
 MC0623
 MC0623                         *CURRENT SURVEY CONTROL
 MC0623  ___________________________________________________________________
 MC0623* NAD 83(1986)-  41 20 30.     (N)    083 58 47.     (W)     SCALED    
 MC0623* NAVD 88     -       207.543  (meters)     680.91   (feet)  ADJUSTED  
 MC0623  ___________________________________________________________________
 MC0623  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC0623  DYNAMIC HT  -         207.451 (meters)     680.61  (feet)  COMP
 MC0623  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 MC0623
 MC0623  VERT ORDER  -  SECOND    CLASS 0
 MC0623
 MC0623.The horizontal coordinates were scaled from a topographic map and have
 MC0623.an estimated accuracy of +/- 6 seconds.
 MC0623
 MC0623.The orthometric height was determined by differential leveling
 MC0623.and adjusted by the National Geodetic Survey in June 1991..
 MC0623
 MC0623.The geoid height was determined by GEOID03.
 MC0623
 MC0623.The dynamic height is computed by dividing the NAVD 88
 MC0623.geopotential number by the normal gravity value computed on the
 MC0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0623.degrees latitude (g = 980.6199 gals.).
 MC0623
 MC0623.The modeled gravity was interpolated from observed gravity values.
 MC0623
 MC0623;                    North         East    Units  Estimated Accuracy
 MC0623;SPC OH N     -   187,050.      476,160.      MT  (+/- 180 meters Scaled)
 MC0623
 MC0623                          SUPERSEDED SURVEY CONTROL
 MC0623
 MC0623  NGVD 29 (??/??/92)  207.740  (m)          681.56   (f) ADJ UNCH    2 0
 MC0623
 MC0623.Superseded values are not recommended for survey control.
 MC0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0623.See file dsdata.txt to determine how the superseded data were derived.
 MC0623
 MC0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF506809(NAD 83)
 MC0623_MARKER: DR = REFERENCE MARK DISK
 MC0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0623_STAMPING: GRELTON NO 1 194
 MC0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0623+STABILITY: SURFACE MOTION
 MC0623
 MC0623  HISTORY     - Date     Condition        Report By
 MC0623  HISTORY     - UNK      MONUMENTED       CGS
 MC0623  HISTORY     - 1963     GOOD             NGS
 MC0623  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0623
 MC0623                          STATION DESCRIPTION
 MC0623
 MC0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MC0623'1 MI E FROM GRELTON.
 MC0623'1.0 MILE EAST ALONG A PAVED ROAD FROM GRELTON, HENRY COUNTY,
 MC0623'AT THE JUNCTION OF A GRAVEL T-ROAD LEADING SOUTH, AT AN ORCHARD
 MC0623'OWNED BY MRS. ROSE KRAHN, IN 1947, 143 FEET EAST OF THE NORTHWEST
 MC0623'FENCE CORNER, 42 FEET SOUTH OF THE PAVED ROAD, 1 FOOT SOUTH OF
 MC0623'THE FENCE LINE, AND 105 FEET EAST OF A REFERENCE POST, AND SET
 MC0623'IN A CONCRETE POST.
 MC0623
 MC0623                          STATION RECOVERY (1980)
 MC0623
 MC0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0624 ***********************************************************************
 MC0624  DESIGNATION -  GRELTON RM 2
 MC0624  PID         -  MC0624
 MC0624  STATE/COUNTY-  OH/HENRY
 MC0624  USGS QUAD   -  MC CLURE (1971)
 MC0624
 MC0624                         *CURRENT SURVEY CONTROL
 MC0624  ___________________________________________________________________
 MC0624* NAD 83(1986)-  41 20 30.     (N)    083 58 47.     (W)     SCALED    
 MC0624* NAVD 88     -       207.474  (meters)     680.69   (feet)  ADJUSTED  
 MC0624  ___________________________________________________________________
 MC0624  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC0624  DYNAMIC HT  -         207.382 (meters)     680.39  (feet)  COMP
 MC0624  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 MC0624
 MC0624  VERT ORDER  -  SECOND    CLASS 0
 MC0624
 MC0624.The horizontal coordinates were scaled from a topographic map and have
 MC0624.an estimated accuracy of +/- 6 seconds.
 MC0624
 MC0624.The orthometric height was determined by differential leveling
 MC0624.and adjusted by the National Geodetic Survey in June 1991..
 MC0624
 MC0624.The geoid height was determined by GEOID03.
 MC0624
 MC0624.The dynamic height is computed by dividing the NAVD 88
 MC0624.geopotential number by the normal gravity value computed on the
 MC0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0624.degrees latitude (g = 980.6199 gals.).
 MC0624
 MC0624.The modeled gravity was interpolated from observed gravity values.
 MC0624
 MC0624;                    North         East    Units  Estimated Accuracy
 MC0624;SPC OH N     -   187,050.      476,160.      MT  (+/- 180 meters Scaled)
 MC0624
 MC0624                          SUPERSEDED SURVEY CONTROL
 MC0624
 MC0624  NGVD 29 (??/??/92)  207.671  (m)          681.33   (f) ADJ UNCH    2 0
 MC0624
 MC0624.Superseded values are not recommended for survey control.
 MC0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0624.See file dsdata.txt to determine how the superseded data were derived.
 MC0624
 MC0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF506809(NAD 83)
 MC0624_MARKER: DR = REFERENCE MARK DISK
 MC0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0624_STAMPING: GRELTON NO 2 1943
 MC0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0624+STABILITY: SURFACE MOTION
 MC0624
 MC0624  HISTORY     - Date     Condition        Report By
 MC0624  HISTORY     - 1943     MONUMENTED       CGS
 MC0624  HISTORY     - 1947     GOOD             NGS
 MC0624  HISTORY     - 1963     MARK NOT FOUND   NGS
 MC0624
 MC0624                          STATION DESCRIPTION
 MC0624
 MC0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MC0624'1 MI E FROM GRELTON.
 MC0624'1 MILE EAST ALONG A PAVED ROAD FROM GRELTON, AT THE JUNCTION OF
 MC0624'A GRAVEL T-ROAD LEADING SOUTH, AT AN ORCHARD OWNED BY MRS. ROSE
 MC0624'KRAHN, IN 1947, 237 FEET SOUTH OF THE NORTHWEST FENCE CORNER, 36
 MC0624'FEET EAST OF THE NORTH-SOUTH FENCE LINE, AND 1 FOOT NORTH OF AN
 MC0624'EAST-WEST FENCE LINE.  A REFERENCE-MARK DISK, STAMPED GRELTON
 MC0624'NO. 2 1943 AND SET IN A CONCRETE POST.
 MC0624
 MC0624                          STATION RECOVERY (1963)
 MC0624
 MC0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MC0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1044 ***********************************************************************
 MC1044  DESIGNATION -  GRELTON RM 3 RESET
 MC1044  PID         -  MC1044
 MC1044  STATE/COUNTY-  OH/HENRY
 MC1044  USGS QUAD   -  MC CLURE (1971)
 MC1044
 MC1044                         *CURRENT SURVEY CONTROL
 MC1044  ___________________________________________________________________
 MC1044* NAD 83(1986)-  41 20 30.     (N)    083 58 47.     (W)     SCALED    
 MC1044* NAVD 88     -       207.52   (meters)     680.8    (feet)  RESET     
 MC1044  ___________________________________________________________________
 MC1044  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC1044
 MC1044  VERT ORDER  -  THIRD
 MC1044
 MC1044.The horizontal coordinates were scaled from a topographic map and have
 MC1044.an estimated accuracy of +/- 6 seconds.
 MC1044
 MC1044.The orthometric height was computed from unverified reset data.
 MC1044.No vertical observational check was made to the station.
 MC1044
 MC1044.The geoid height was determined by GEOID03.
 MC1044
 MC1044;                    North         East    Units  Estimated Accuracy
 MC1044;SPC OH N     -   187,050.      476,160.      MT  (+/- 180 meters Scaled)
 MC1044
 MC1044                          SUPERSEDED SURVEY CONTROL
 MC1044
 MC1044  NGVD 29 (10/13/05)  207.72   (m)          681.5    (f) RESET       3  
 MC1044
 MC1044.Superseded values are not recommended for survey control.
 MC1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1044.See file dsdata.txt to determine how the superseded data were derived.
 MC1044
 MC1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF506809(NAD 83)
 MC1044_MARKER: DR = REFERENCE MARK DISK
 MC1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC1044_STAMPING: GRELTON 1943 NO 3 1980
 MC1044_PROJECTION: FLUSH
 MC1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1044+STABILITY: SURFACE MOTION
 MC1044
 MC1044  HISTORY     - Date     Condition        Report By
 MC1044  HISTORY     - 1980     MONUMENTED       NGS
 MC1044
 MC1044                          STATION DESCRIPTION
 MC1044
 MC1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1044'1.0 MI EAST FROM GRELTON.
 MC1044'1.0 MILE EAST ALONG A PAVED ROAD FROM GRELTON, AT THE JUNCTION OF
 MC1044'A GRAVEL T-ROAD LEADING SOUTH, AT AN ORCHARD OWNED BY MRS. ROASE
 MC1044'KRAHN, SOUTHEAST OF THE INTERSECTION OF COUNTY ROADS 6 AND M,
 MC1044'41.0 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD M.
 MC1044'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1162 ***********************************************************************
 MC1162  DESIGNATION -  GRIFFING
 MC1162  PID         -  MC1162
 MC1162  STATE/COUNTY-  OH/ERIE
 MC1162  USGS QUAD   -  SANDUSKY (1969)
 MC1162
 MC1162                         *CURRENT SURVEY CONTROL
 MC1162  ___________________________________________________________________
 MC1162* NAD 83(1995)-  41 24 16.49274(N)    082 40 50.15229(W)     ADJUSTED  
 MC1162* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 MC1162  ___________________________________________________________________
 MC1162  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 MC1162  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC1162
 MC1162  HORZ ORDER  -  THIRD
 MC1162
 MC1162.The horizontal coordinates were established by classical geodetic methods
 MC1162.and adjusted by the National Geodetic Survey in April 1998..
 MC1162
 MC1162.The orthometric height was scaled from a topographic map.
 MC1162
 MC1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1162
 MC1162.The geoid height was determined by GEOID03.
 MC1162
 MC1162;                    North         East     Units Scale Factor Converg.
 MC1162;SPC OH N     -   193,006.125   584,899.327   MT  0.99995639   -0 07 07.1
 MC1162;UTM  17      - 4,585,033.784   359,524.390   MT  0.99984285   -1 06 42.1
 MC1162
 MC1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1162!SPC OH N     -   0.99997560  x   0.99995639  =   0.99993199
 MC1162!UTM  17      -   0.99997560  x   0.99984285  =   0.99981846
 MC1162
 MC1162|---------------------------------------------------------------------|
 MC1162| PID    Reference Object                     Distance      Geod. Az  |
 MC1162|                                                           dddmmss.s |
 MC1162| CF2924 GRIFFING RM 1                        26.621 METERS 14949     |
 MC1162| CF2925 GRIFFING RM 2                        31.149 METERS 22835     |
 MC1162| CF2923 GRIFFING AZ MK                                     2331515.1 |
 MC1162|---------------------------------------------------------------------|
 MC1162
 MC1162                          SUPERSEDED SURVEY CONTROL
 MC1162
 MC1162  NAD 83(1995)-  41 24 16.49612(N)    082 40 50.16070(W) AD(       ) 3
 MC1162  NAD 83(1986)-  41 24 16.50050(N)    082 40 50.16828(W) AD(       ) 3
 MC1162  NAD 27      -  41 24 16.30976(N)    082 40 50.50999(W) AD(       ) 3
 MC1162
 MC1162.Superseded values are not recommended for survey control.
 MC1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1162.See file dsdata.txt to determine how the superseded data were derived.
 MC1162
 MC1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5952485034(NAD 83)
 MC1162_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1162+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 MC1162
 MC1162  HISTORY     - Date     Condition        Report By
 MC1162  HISTORY     - 1956     MONUMENTED       CGS
 MC1162  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MC1162  HISTORY     - 1970     SEE DESCRIPTION  OHHD
 MC1162  HISTORY     - 20050725 GOOD             OHDT
 MC1162
 MC1162                          STATION DESCRIPTION
 MC1162
 MC1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1162'THE STATION IS LOCATED AT THE GRIFFING AIRPORT THAT IS ABOUT 4 MILES
 MC1162'SOUTH SOUTHEAST OF SANDUSKY.  IT
 MC1162'IS 63 FEET WEST OF THE APPROXIMATE CENTER OF COLUMBUS AVE.
 MC1162'88 FEET SOUTHEAST OF THE SOUTHWEST
 MC1162'CORNER OF HOUSE AND 45 FEET NORTH OF THE NORTHEAST
 MC1162'CORNER OF THE OFFICE OF GRIFFING AIRPORT.  THE MARK
 MC1162'IS SET FLUSH WITH THE SURFACE OF
 MC1162'THE GROUND AND THE DISK IS STAMPED GRIFFING 1956.
 MC1162'
 MC1162'REFERENCE MARK NO. 1 IS 58 FEET WEST OF THE APPROXIMATE CENTER OF
 MC1162'COLUMBUS AVE.  19 FEET
 MC1162'SOUTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE OF GRIFFING AIRPORT
 MC1162'AND 9 FEET SOUTHEAST OF A
 MC1162'FLAG-POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 MC1162'DISK IS STAMPED GRIFFING NO 1
 MC1162'1956.
 MC1162'
 MC1162'REFERENCE MARK NO. 2 IS 12 FEET NORTH OF THE NORTHEAST CORNER OF
 MC1162'HANGER, 116 FEET SOUTHWEST OF
 MC1162'THE SOUTHWEST CORNER OF HOUSE AND 79 FEET NORTHWEST OF THE NORTHWEST
 MC1162'CORNER OF THE OFFICE OF THE GRIFFING
 MC1162'AIRPORT.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 MC1162'GROUND AND THE DISK IS STAMPED GRIFFING NO 2
 MC1162'1956.
 MC1162'
 MC1162'AZIMUTH MARK IS LOCATED AT THE NORTHWEST CORNER OF AN EAST AND WEST
 MC1162'RUN-WAY, IT IS 2 FEET EAST OF A
 MC1162'WITNESS POST.  THE MARK PROJECTS ABOUT 12 INCHES AND THE DISK IS
 MC1162'STAMPED GRIFFING 1956.
 MC1162'
 MC1162'TO REACH THE STATION FROM THE COURTHOUSE IN SANDUSKY, GO SOUTHEAST ON
 MC1162'US HIGHWAY 250 AND STATE
 MC1162'HIGHWAY 13 FOR 2.05 MILES TO WHERE US HIGHWAY 250 AND STATE HIGHWAY
 MC1162'13 TURNS AND GO EAST, CONTINUE
 MC1162'SOUTHEAST ON COLUMBUS AVE. FOR 2.1 MILES TO THE STATION
 MC1162'ON RIGHT OR WEST SIDE OF ROAD AND GRIFFING
 MC1162'AIRPORT ON RIGHT.  TO REACH THE AZIMUTH
 MC1162'MARK FROM STATION GO WEST ALONG THE NORTH SIDE OF THE EAST
 MC1162'AND WEST RUN-WAY FOR 0.5 MILE TO
 MC1162'THE AZIMUTH MARK IN THE NORTHWEST CORNER OF RUN-WAY.
 MC1162'
 MC1162'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MC1162
 MC1162                          STATION RECOVERY (1969)
 MC1162
 MC1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MC1162'ALL MARKS WERE FOUND IN GOOD CONDITION BUT THE AIRPORT HAS BEEN
 MC1162'ABANDONED AND A
 MC1162'NEW DESCRIPTION FOLLOWS-
 MC1162'
 MC1162'THE STATION MARK IS LOCATED AT WHAT USED TO BE THE GRIFFING AIRPORT,
 MC1162'63 FEET WEST OF
 MC1162'THE CENTERLINE OF COLUMBUS AVE., 45 FEET NORTH OF THE
 MC1162'NORTHEAST CORNER OF OLD OFFICE
 MC1162'BUILDING, 38 FEET WEST OF A POWER POLE,
 MC1162'90 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE,
 MC1162'88 FEET SOUTHEAST
 MC1162'OF THE SOUTHWEST CORNER OF THE HOUSE, 68 FEET NORTHEAST OF A 6 INCH
 MC1162'CEDAR TREE, 1
 MC1162'FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT IS
 MC1162'FLUSH AND THE DISK IS STAMPED
 MC1162'GRIFFING 1956. (NOTE 1A 7A)
 MC1162'
 MC1162'TO REACH THE STATION FROM THE COURTHOUSE IN SANDUSKY, GO SOUTHEAST
 MC1162'ON U.S. HIGHWAY
 MC1162'250 AND STATE HIGHWAY 13 FOR 2.05 MILES TO POINT
 MC1162'THAT THE HIGHWAY GOES EAST AND
 MC1162'COLUMBUS AVE AHEAD.  GO SOUTHEAST ON
 MC1162'COLUMBUS AVE. FOR 2.1 MILES TO THE STATION ON THE
 MC1162'RIGHT.
 MC1162'
 MC1162'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR ABOUT
 MC1162'200 FEET TO A
 MC1162'GRAVELED ROAD WEST (WHAT USED TO BE RUNWAY), TURN RIGHT
 MC1162'AND GO WEST ON THE GRAVELED ROAD
 MC1162'FOR 0.5 MILES TO ITS END AND THE
 MC1162'AZIMUTH MARK AS DESCRIBED.
 MC1162'
 MC1162'REFERENCE MARK 1 IS 72 FEET NORTHWEST OF A POWER POLE, 58 FEET
 MC1162'WEST OF THE
 MC1162'CENTERLINE OF COLUMBUS AVE., 19 FEET SOUTHEAST OF THE
 MC1162'SOUTHEAST CORNER OF THE OLD
 MC1162'OFFICE BUILDING, 98 FEET SOUTHWEST OF A
 MC1162'POWER POLE, THE MONUMENT IS FLUSH AND THE DISK
 MC1162'IS STAMPED GRIFFING
 MC1162'NO 1 1956. (NOTE 11A)
 MC1162'
 MC1162'REFERENCE MARK 2 IS 119 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MC1162'THE HOUSE, 79 FEET
 MC1162'NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE
 MC1162'BUILDING, 63 FEET NORTH OF THE
 MC1162'CENTERLINE OF A GRAVEL DRIVEWAY, 36
 MC1162'FEET EAST OF A 24 INCH MAPLE TREE, MONUMENT IS
 MC1162'FLUSH AND THE DISK
 MC1162'IS STAMPED GRIFFING NO 2 1956. (NOTE 11A)
 MC1162'
 MC1162'THE AZIMUTH MARK IS 154 FEET NORTHWEST OF THE CENTERLINE OF THE
 MC1162'GRAVEL ROAD AT THE
 MC1162'END, 159 FEET WEST OF A 4 INCH ASPEN TREE AT THE
 MC1162'WEST END OF A ROW OF TREES, IN AN
 MC1162'UNCULTIVATED AREA BETWEEN TWO FIELDS,
 MC1162'1 FOOT EAST OF A METAL WITNESS POST, MONUMENT
 MC1162'PROJECTS 4 INCHES AND
 MC1162'THE DISK IS STAMPED GRIFFING 1956. (NOTE 16A)
 MC1162'
 MC1162'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 4 MILES
 MC1162'SOUTHEAST OF SANDUSKY.
 MC1162
 MC1162                          STATION RECOVERY (1970)
 MC1162
 MC1162'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (FS)
 MC1162'GRIFFING-GOOD  AZ MK-GOOD NO LONGER VISIBLE FROM GRIFFING RM 1, 2-GOOD
 MC1162'
 MC1162'THIS AIRPORT HAS BEEN ABANDONED AND SEVERAL BUILDINGS
 MC1162'REMOVED.  LAND IS
 MC1162'NOW OWNED BY A REAL ESTATE COMPANY.  MARKS MAY HAVE TO BE MOVED IN
 MC1162'THE FUTURE.  PLACED WITNESS POSTS
 MC1162'AND SIGNS BY ALL POINTS.  MADE NEW TIES.
 MC1162
 MC1162                          STATION RECOVERY (2005)
 MC1162
 MC1162'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2005 (JAS)
 MC1162'GRIFFING AIRPORT IS NO LONGER IN USE.
 MC1162'NEW TIES AS FOLLOWS
 MC1162'MARK IS 63 FEET WEST OF CENTERLINE OF COLUMBUS AVENUE
 MC1162'MARK IS 153.5 FEET NORTH OF INDUSTRIAL PARKWAY
 MC1162'MARK IS 46' NORTHEAST OF HOUSE NUMBER 4515
 MC1162'MARK IS 34' SOUTHWEST OF ELECTRIC BOX 21
 MC1162'MARK IS 48' WEST OF POWER POLE NUMBER 438D2
 MC1162'MARK IS 88' SOUTHEAST OF SOUTHWEST CORNER OF HOUSE NUMBER 4509
 MC1162' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0268 ***********************************************************************
 MC0268  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0268  DESIGNATION -  GROVE
 MC0268  PID         -  MC0268
 MC0268  STATE/COUNTY-  OH/LUCAS
 MC0268  USGS QUAD   -  OREGON (1995)
 MC0268
 MC0268                         *CURRENT SURVEY CONTROL
 MC0268  ___________________________________________________________________
 MC0268* NAD 83(1986)-  41 41 30.     (N)    083 28 29.     (W)     SCALED    
 MC0268* NAVD 88     -       175.445  (meters)     575.61   (feet)  ADJUSTED  
 MC0268  ___________________________________________________________________
 MC0268  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 MC0268  DYNAMIC HT  -         175.377 (meters)     575.38  (feet)  COMP
 MC0268  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 MC0268
 MC0268  VERT ORDER  -  FIRST     CLASS I
 MC0268
 MC0268.The horizontal coordinates were scaled from a topographic map and have
 MC0268.an estimated accuracy of +/- 6 seconds.
 MC0268
 MC0268.The orthometric height was determined by differential leveling
 MC0268.and adjusted by the National Geodetic Survey in June 1991..
 MC0268.WARNING-Repeat measurements at this control monument indicate possible
 MC0268.vertical movement.
 MC0268
 MC0268.This Tidal Bench Mark is designated as VM 12844
 MC0268.by the Center for Operational Oceanographic Products and Services.
 MC0268
 MC0268.The geoid height was determined by GEOID03.
 MC0268
 MC0268.The dynamic height is computed by dividing the NAVD 88
 MC0268.geopotential number by the normal gravity value computed on the
 MC0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0268.degrees latitude (g = 980.6199 gals.).
 MC0268
 MC0268.The modeled gravity was interpolated from observed gravity values.
 MC0268
 MC0268;                    North         East    Units  Estimated Accuracy
 MC0268;SPC OH N     -   225,330.      518,860.      MT  (+/- 180 meters Scaled)
 MC0268
 MC0268                          SUPERSEDED SURVEY CONTROL
 MC0268
 MC0268  NGVD 29 (06/03/92)  175.636  (m)          576.23   (f) ADJUSTED    1 1
 MC0268
 MC0268.Superseded values are not recommended for survey control.
 MC0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0268.See file dsdata.txt to determine how the superseded data were derived.
 MC0268
 MC0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG940185(NAD 83)
 MC0268_MARKER: Z = SEE DESCRIPTION
 MC0268_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MC0268_SP_SET: 12 FEET
 MC0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0268
 MC0268  HISTORY     - Date     Condition        Report By
 MC0268  HISTORY     - UNK      MONUMENTED       USLS
 MC0268  HISTORY     - 1968     GOOD             NGS
 MC0268  HISTORY     - 1980     GOOD             NGS
 MC0268  HISTORY     - 19930715 MARK NOT FOUND   NGS
 MC0268
 MC0268                          STATION DESCRIPTION
 MC0268
 MC0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0268'AT TOLEDO.
 MC0268'AT TOLEDO, IN THE NORTHEAST PART OF THE CITY, AT THE TOLEDO YACHT
 MC0268'CLUB, ABOUT 0.1 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE
 MC0268'YACHT CLUB MEMBERS BUILDING (A LARGE TWO-STORIED STUCCO
 MC0268'BUILDING), ON THE NORTHWEST SIDE AND NEAR THE MOUTH OF THE
 MC0268'MAUMEE RIVER, NEAR THE SOUTHWEST END OF A GROVE OF TREES, 120
 MC0268'FEET NORTHWEST OF THE METAL BULKHEAD ALONG THE NORTHWEST SIDE OF
 MC0268'THE RIVER, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 34
 MC0268'FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED DRIVEWAY, 14 1/2
 MC0268'FEET WEST OF A 36-INCH ELM TREE, 11 FEET EAST OF A 24-INCH MAPLE
 MC0268'TREE, 0.7 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 MC0268'WITH THE ROAD THE TOP OF AN IRON ROD PROJECTING 1 INCH ABOVE THE
 MC0268'LEVEL OF THE GROUND.  IT WAS REPORTED THAT THE ROD WAS DRIVEN 12
 MC0268'FEET IN GROUND.
 MC0268
 MC0268                          STATION RECOVERY (1980)
 MC0268
 MC0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0268'RECOVERED IN GOOD CONDITION.
 MC0268
 MC0268                          STATION RECOVERY (1993)
 MC0268
 MC0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7192 ***********************************************************************
 DG7192  DESIGNATION -  GRTN REF 1
 DG7192  PID         -  DG7192
 DG7192  STATE/COUNTY-  OH/BROWN
 DG7192  USGS QUAD   -  HIGGINSPORT (1979)
 DG7192
 DG7192                         *CURRENT SURVEY CONTROL
 DG7192  ___________________________________________________________________
 DG7192* NAD 83(1995)-  38 51 36.60720(N)    083 52 44.32411(W)     ADJUSTED  
 DG7192* NAVD 88     -       284.1    (meters)     932.     (feet)  GPS OBS   
 DG7192  ___________________________________________________________________
 DG7192  X           -     530,294.916 (meters)                     COMP
 DG7192  Y           -  -4,944,923.712 (meters)                     COMP
 DG7192  Z           -   3,980,398.560 (meters)                     COMP
 DG7192  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 DG7192  ELLIP HEIGHT-         250.68  (meters)          (09/23/04) GPS OBS
 DG7192  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DG7192
 DG7192  HORZ ORDER  -  B
 DG7192  ELLP ORDER  -  FOURTH    CLASS I
 DG7192
 DG7192.This is a reference station for the GEORGETOWN
 DG7192.National Continuously Operating Reference Station (GRTN).
 DG7192
 DG7192.The horizontal coordinates were established by GPS observations
 DG7192.and adjusted by the National Geodetic Survey in September 2004..
 DG7192
 DG7192.The orthometric height was determined by GPS observations and a
 DG7192.high-resolution geoid model.
 DG7192
 DG7192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7192
 DG7192.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7192
 DG7192.The ellipsoidal height was determined by GPS observations
 DG7192.and is referenced to NAD 83.
 DG7192
 DG7192.The geoid height was determined by GEOID03.
 DG7192
 DG7192;                    North         East     Units Scale Factor Converg.
 DG7192;SPC OH S     -    96,404.488   480,316.597   MT  0.99997748   -0 52 30.0
 DG7192;UTM  17      - 4,305,199.174   250,191.644   MT  1.00036851   -1 48 26.2
 DG7192
 DG7192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7192!SPC OH S     -   0.99996067  x   0.99997748  =   0.99993815
 DG7192!UTM  17      -   0.99996067  x   1.00036851  =   1.00032917
 DG7192
 DG7192                          SUPERSEDED SURVEY CONTROL
 DG7192
 DG7192.No superseded survey control is available for this station.
 DG7192
 DG7192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5019205199(NAD 83)
 DG7192_MARKER: I = METAL ROD
 DG7192_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG7192_STAMPING: GRTN REF 1
 DG7192_MARK LOGO: OHDT  
 DG7192_PROJECTION: RECESSED 5 CENTIMETERS
 DG7192_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7192+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG7192_ROD/PIPE-DEPTH:  5.5 meters
 DG7192_SLEEVE-DEPTH  :  0.9 meters
 DG7192
 DG7192  HISTORY     - Date     Condition        Report By
 DG7192  HISTORY     - 2002     MONUMENTED       OHDT
 DG7192
 DG7192                          STATION DESCRIPTION
 DG7192
 DG7192'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 2002 (JAS)
 DG7192'STATION IS LOCATED AT THE OHIO DEPARTMENT OF TRANSPORTATION GARAGE
 DG7192'JUST EAST OF  GEORGETOWN.
 DG7192' 
 DG7192'TO REACH FROM THE INTERSECTION OF US HIGHWAY 68 AND STATE ROUTE 125 ON
 DG7192'THE EAST SIDE OF  GEORGETOWN , GO WEST ON ROUTE 125 FOR 0.1 MILES (0.2
 DG7192'KM) TO THE ODOT BROWN COUNTY  GARAGE ON LEFT (SOUTH).
 DG7192' 
 DG7192'STATION IS WITHIN THE BOUNDARY FENCE NORTHWEST OF MAIN GARAGE
 DG7192'BUILDING, 35 FEET  SOUTH OF CENTERLINE OF ROUTE 125, 6 FEET SOUTH OF
 DG7192'THE NORTH BOUNDARY FENCE, 45 FEET  WEST OF THE ACCESS DRIVE AND 185
 DG7192'FEET NORTHWEST OF MAIN GARAGE BUILDING.
 DG7192' 
 DG7192'STATION IS A STAINLESS STEEL ROD IN GREASED SLEEVE, DRIVEN TO REFUSAL.
 DG7192'ACCESS IS THROUGH  6 INCH LOGO CAP STAMPED ---GRTN REF 1 2002---.
 DG7192'NOTE--THIS IS A CORS SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7207 ***********************************************************************
 DF7207  DESIGNATION -  GU20
 DF7207  PID         -  DF7207
 DF7207  STATE/COUNTY-  OH/MEDINA
 DF7207  USGS QUAD   -  SEVILLE (1994)
 DF7207
 DF7207                         *CURRENT SURVEY CONTROL
 DF7207  ___________________________________________________________________
 DF7207* NAD 83(1995)-  41 01 32.38171(N)    081 49 57.58746(W)     ADJUSTED  
 DF7207* NAVD 88     -       353.2    (meters)    1159.     (feet)  GPS OBS   
 DF7207  ___________________________________________________________________
 DF7207  X           -     684,604.224 (meters)                     COMP
 DF7207  Y           -  -4,770,085.322 (meters)                     COMP
 DF7207  Z           -   4,164,783.561 (meters)                     COMP
 DF7207  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DF7207  ELLIP HEIGHT-         319.91  (meters)          (10/07/05) GPS OBS
 DF7207  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 DF7207
 DF7207  HORZ ORDER  -  FIRST
 DF7207  ELLP ORDER  -  FOURTH    CLASS II
 DF7207
 DF7207.The horizontal coordinates were established by GPS observations
 DF7207.and adjusted by the TERRASURV in August 2003..
 DF7207
 DF7207.The orthometric height was determined by GPS observations and a
 DF7207.high-resolution geoid model.
 DF7207
 DF7207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7207
 DF7207.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7207
 DF7207.The ellipsoidal height was determined by GPS observations
 DF7207.and is referenced to NAD 83.
 DF7207
 DF7207.The geoid height was determined by GEOID03.
 DF7207
 DF7207;                    North         East     Units Scale Factor Converg.
 DF7207;SPC OH N     -   151,125.451   656,120.776   MT  0.99993941   +0 26 18.3
 DF7207;UTM  17      - 4,541,939.640   429,998.573   MT  0.99966031   -0 32 47.7
 DF7207
 DF7207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7207!SPC OH N     -   0.99994982  x   0.99993941  =   0.99988923
 DF7207!UTM  17      -   0.99994982  x   0.99966031  =   0.99961015
 DF7207
 DF7207                          SUPERSEDED SURVEY CONTROL
 DF7207
 DF7207  ELLIP H (08/20/03)  319.93   (m)                       GP(       ) 4 2
 DF7207
 DF7207.Superseded values are not recommended for survey control.
 DF7207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7207.See file dsdata.txt to determine how the superseded data were derived.
 DF7207
 DF7207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2999941940(NAD 83)
 DF7207_MARKER: DD = SURVEY DISK
 DF7207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7207_STAMPING: GU20 1999
 DF7207_MARK LOGO: NONE  
 DF7207_PROJECTION: FLUSH
 DF7207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7207+STABILITY: SURFACE MOTION
 DF7207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7207+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1999
 DF7207
 DF7207  HISTORY     - Date     Condition        Report By
 DF7207  HISTORY     - 19991218 MONUMENTED       OH-103
 DF7207
 DF7207                          STATION DESCRIPTION
 DF7207
 DF7207'DESCRIBED BY MEDINA COUNTY OHIO 1999 (MAJ)
 DF7207'DESCRIBED BY MEDINA COUNTY SANITARY ENGINEER 2000
 DF7207'STATION IS LOCATED ABOUT 8.0 MI SOUTHEAST OF MEDINA CITY AND 5.3 MI
 DF7207'WEST OF WADSWORTH CITY, IN MEDINA COUNTY, OHIO, GUILFORD
 DF7207'TOWNSHIP, SECTION 16.  OWNERSHIP--VILLAGE OF SEVILLE OHIO.
 DF7207' 
 DF7207'TO REACH FROM THE INTERSECTION OF INTERSTATE 76 AND S.R. 57, GO
 DF7207'SOUTH ON S.R. 57 0.58 MI TO AN EXIT RAMP ON THE LEFT FOR COUNTY ROAD
 DF7207'97 (GREENWICH ROAD), TURN LEFT ONTO THE EXIT RAMP AND THEN LEFT
 DF7207'ONTO GREENWICH ROAD AND GO WEST ON GREENWICH ROAD 3.8 MI TO ITS
 DF7207'INTERSECTION WITH COUNTY ROAD 41 (GUILFORD ROAD) AND THE STATION
 DF7207'IN THE NORTHWEST CORNER.
 DF7207' 
 DF7207'THE STATION MARK IS A STANDARD MEDINA COUNTY SANITARY ENGINEER
 DF7207'GPS SURVEY 3.5 INCH DIA BRONZE DISK STAMPED --GU20 2000-- SET IN A 12
 DF7207'INCH DIA 48 INCH DEEP CONCRETE MONUMENT WITH A 12 INCH PVC SLEEVE,
 DF7207'SET FLUSH WITH THE GROUND SURFACE.  STATION IS 41.5 FT WEST OF
 DF7207'GUILFORD ROAD, 182.0 FT NORTH OF GREENWICH ROAD, 100.5 FT
 DF7207'SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE
 DF7207'SURROUNDING A POWER STATION, 128.0 FT SOUTH OF A GRAVEL DRIVE TO
 DF7207'THE POWER STATION, AND 1.0 FT EAST OF AN ORANGE CARSONITE WITNESS
 DF7207'POST.
 DF7207' 
 DF7207'NO REFERENCE MARKS OR AZIMUTH MARKS WERE SET FOR THIS STATION.
 DF7207' 
 DF7207'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1846 ***********************************************************************
 KZ1846  DESIGNATION -  GUARD
 KZ1846  PID         -  KZ1846
 KZ1846  STATE/COUNTY-  OH/LICKING
 KZ1846  USGS QUAD   -  NEWARK (1982)
 KZ1846
 KZ1846                         *CURRENT SURVEY CONTROL
 KZ1846  ___________________________________________________________________
 KZ1846* NAD 83(1995)-  40 02 30.13884(N)    082 26 53.76467(W)     ADJUSTED  
 KZ1846* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 KZ1846  ___________________________________________________________________
 KZ1846  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 KZ1846  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KZ1846
 KZ1846  HORZ ORDER  -  SECOND
 KZ1846
 KZ1846.The horizontal coordinates were established by classical geodetic methods
 KZ1846.and adjusted by the National Geodetic Survey in April 1998..
 KZ1846
 KZ1846.The orthometric height was scaled from a topographic map.
 KZ1846
 KZ1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1846
 KZ1846.The geoid height was determined by GEOID03.
 KZ1846
 KZ1846;                    North         East     Units Scale Factor Converg.
 KZ1846;SPC OH S     -   226,664.908   604,414.917   MT  1.00000167   +0 01 58.2
 KZ1846;UTM  17      - 4,433,390.808   376,449.229   MT  0.99978792   -0 55 54.7
 KZ1846
 KZ1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1846!SPC OH S     -   0.99996349  x   1.00000167  =   0.99996516
 KZ1846!UTM  17      -   0.99996349  x   0.99978792  =   0.99975142
 KZ1846
 KZ1846:                Primary Azimuth Mark                     Grid Az
 KZ1846:SPC OH S     -  NEWARK RADIO STA WCLT TOWER              102 30 02.0
 KZ1846:UTM  17      -  NEWARK RADIO STA WCLT TOWER              103 27 54.9
 KZ1846
 KZ1846|---------------------------------------------------------------------|
 KZ1846| PID    Reference Object                     Distance      Geod. Az  |
 KZ1846|                                                           dddmmss.s |
 KZ1846| KZ1850 NEWARK RADIO STA WCLT TOWER         APPROX. 4.1 KM 1023200.2 |
 KZ1846| CF2926 GUARD RM 1                           14.144 METERS 11315     |
 KZ1846| CF2927 GUARD RM 2                           15.813 METERS 20858     |
 KZ1846|---------------------------------------------------------------------|
 KZ1846
 KZ1846                          SUPERSEDED SURVEY CONTROL
 KZ1846
 KZ1846  NAD 83(1986)-  40 02 30.14540(N)    082 26 53.77564(W) AD(       ) 2
 KZ1846  NAD 27      -  40 02 29.91560(N)    082 26 54.21780(W) AD(       ) 2
 KZ1846
 KZ1846.Superseded values are not recommended for survey control.
 KZ1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1846.See file dsdata.txt to determine how the superseded data were derived.
 KZ1846
 KZ1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7644933391(NAD 83)
 KZ1846_MARKER: DS = TRIANGULATION STATION DISK
 KZ1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1846
 KZ1846  HISTORY     - Date     Condition        Report By
 KZ1846  HISTORY     - 1962     MONUMENTED       CGS
 KZ1846
 KZ1846                          STATION DESCRIPTION
 KZ1846
 KZ1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KZ1846'THIS STATION IS LOCATED ALONG THE SOUTH SIDE OF THE BALTIMORE AND
 KZ1846'OHIO RAILROAD TRACKS, IS 0.3
 KZ1846'MILE WEST OF 30TH STREET, IS IN THE SOUTHWEST EDGE OF NEWARK.
 KZ1846'
 KZ1846'TO REACH FROM THE POST OFFICE MOUNDBUILDERS STATION IN NEWARK, ABOUT
 KZ1846'0.05 MILE SOUTH OF THE
 KZ1846'INTERSECTION OF WEST MAIN AND 30TH STREET, GO SOUTH ON 30TH STREET
 KZ1846'FOR 0.35 MILE TO RAILROAD
 KZ1846'CROSSING, JUST AFTER CROSSING TRACKS TURN RIGHT ON DIRT ROAD
 KZ1846'AND GO 0.3 MILE TO STATION ON RIGHT, IN
 KZ1846'THE SOUTH EDGE OF RAILROAD FILL.
 KZ1846'
 KZ1846'THE STATION IS 34 FEET NORTH OF A EAST-WEST FENCE LINE, 15 FEET
 KZ1846'NORTHEAST OF A TELEPHONE
 KZ1846'POLE, AND 10.9 FEET SOUTH OF THE SOUTH RAIL OF THE BALTIMORE AND OHIO
 KZ1846'RAILROAD, IT IS STANDARD
 KZ1846'DISK SET IN A SQUARE CONCRETE MONUMENT, FLUSH, AND IS STAMPED
 KZ1846'GUARD 1962.
 KZ1846'
 KZ1846'REFERENCE MARK NO. 1 IS 44 FEET SOUTHEAST OF A TELEPHONE POLE, 9 FEET
 KZ1846'SOUTH OF THE APPROXIMATE
 KZ1846'CENTER OF ROAD, 1 FOOT NORTH OF A EAST-WEST FENCE LINE.  IT IS A
 KZ1846'STANDARD DISK SET IN A SQUARE
 KZ1846'CONCRETE MONUMENT, FLUSH, AND IS STAMPED GUARD NO 1 1962.
 KZ1846'
 KZ1846'REFERENCE MARK NO. 2 IS 38 FEET SOUTHWEST OF A TELEPHONE POLE, 9 FEET
 KZ1846'SOUTH OF THE APPROXIMATE CENTER
 KZ1846'OF ROAD, 1.5 FEET NORTH OF A EAST-WEST FENCE LINE, IT IS A STANDARD
 KZ1846'DISK SET IN A SQUARE CONCRETE
 KZ1846'MONUMENT, PROJECTS 1 INCH, AND IS STAMPED GUARD NO 2 1962.
 KZ1846'
 KZ1846'HEIGHT OF LIGHT ABOVE STATION MARK 1.98 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1824 ***********************************************************************
 KZ1824  DESIGNATION -  GUILFORD
 KZ1824  PID         -  KZ1824
 KZ1824  STATE/COUNTY-  OH/COSHOCTON
 KZ1824  USGS QUAD   -  WALHONDING (1987)
 KZ1824
 KZ1824                         *CURRENT SURVEY CONTROL
 KZ1824  ___________________________________________________________________
 KZ1824* NAD 83(1995)-  40 18 15.38713(N)    082 09 48.45690(W)     ADJUSTED  
 KZ1824* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 KZ1824  ___________________________________________________________________
 KZ1824  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 KZ1824  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KZ1824
 KZ1824  HORZ ORDER  -  FIRST
 KZ1824
 KZ1824.The horizontal coordinates were established by classical geodetic methods
 KZ1824.and adjusted by the National Geodetic Survey in April 1998..
 KZ1824
 KZ1824.The orthometric height was scaled from a topographic map.
 KZ1824
 KZ1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1824
 KZ1824.The geoid height was determined by GEOID03.
 KZ1824
 KZ1824;                    North         East     Units Scale Factor Converg.
 KZ1824;SPC OH N     -    70,860.106   628,611.172   MT  1.00002723   +0 13 15.9
 KZ1824;UTM  17      - 4,462,178.956   401,128.468   MT  0.99972033   -0 45 09.5
 KZ1824
 KZ1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1824!SPC OH N     -   0.99994740  x   1.00002723  =   0.99997462
 KZ1824!UTM  17      -   0.99994740  x   0.99972033  =   0.99966774
 KZ1824
 KZ1824|---------------------------------------------------------------------|
 KZ1824| PID    Reference Object                     Distance      Geod. Az  |
 KZ1824|                                                           dddmmss.s |
 KZ1824| CF2929 GUILFORD RM 1                        23.140 METERS 03129     |
 KZ1824| CF2928 GUILFORD AZ MK                                     0591136.0 |
 KZ1824| KZ1831 COLUMBUS PHILADELPH AWY BN 4B       APPROX.31.4 KM 1574254.8 |
 KZ1824| CF2930 GUILFORD RM 2                        35.723 METERS 28232     |
 KZ1824| KZ1823 GUILFORD 2                          114.277 METERS 34314     |
 KZ1824|---------------------------------------------------------------------|
 KZ1824
 KZ1824                          SUPERSEDED SURVEY CONTROL
 KZ1824
 KZ1824  NAD 83(1986)-  40 18 15.39290(N)    082 09 48.46313(W) AD(       ) 1
 KZ1824  NAD 27      -  40 18 15.14202(N)    082 09 48.94104(W) AD(       ) 1
 KZ1824
 KZ1824.Superseded values are not recommended for survey control.
 KZ1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1824.See file dsdata.txt to determine how the superseded data were derived.
 KZ1824
 KZ1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0112862179(NAD 83)
 KZ1824_MARKER: DS = TRIANGULATION STATION DISK
 KZ1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1824_STAMPING: GUILFORD 1933
 KZ1824_MARK LOGO: CGS   
 KZ1824
 KZ1824  HISTORY     - Date     Condition        Report By
 KZ1824  HISTORY     - 1933     MONUMENTED       CGS
 KZ1824  HISTORY     - 1941     SEE DESCRIPTION  OH-031
 KZ1824
 KZ1824                          STATION DESCRIPTION
 KZ1824
 KZ1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ1824'ABOUT 2 MILES SOUTH OF NEW CASTLE, ON A FLAT TOP HILL IN PASTURE ON
 KZ1824'LAND OWNED BY C. SPECKMAN.
 KZ1824'
 KZ1824'TO REACH FROM THE NORTH, FOLLOW U.S. HIGHWAY 36 TO JUNCTION
 KZ1824'WITH STATE HIGHWAY
 KZ1824'206 ABOUT 0.8 MILE EAST OF WALHONDING, TURN
 KZ1824'SOUTH ON STATE HIGHWAY 206 AND
 KZ1824'PROCEED ABOUT 2 MILES TO NEW
 KZ1824'CASTLE, CONTINUE SOUTH ON STATE HIGHWAY 206 FOR
 KZ1824'2.0 MILES TO T-
 KZ1824'ROAD WEST, TURN RIGHT AND PROCEED 0.3 MILE TO THE SPECKMAN
 KZ1824'HOUSE ON LEFT,
 KZ1824'TURN LEFT, PASS BETWEEN HOUSE AND BARN, AND PROCEED
 KZ1824'SOUTH 0.4 MILE THROUGH PASTURE TO
 KZ1824'THE STATION, WHICH IS
 KZ1824'AT THE SOUTH END OF THE PASTURE, 115 FEET EAST OF
 KZ1824'THE EAST EDGE
 KZ1824'OF AN OLD ROCK QUARRY AND 40 FEET NORTH OF FENCE.  MARK PROJECTS
 KZ1824'5 INCHES ABOVE
 KZ1824'THE GROUND.  TO REACH STATION FROM THE WEST,
 KZ1824'FOLLOW U.S. HIGHWAY 62 TO
 KZ1824'MARTINSBURG, TURN EAST ON STATE HIGHWAY
 KZ1824'206 AT MARTINSBURG AND PROCEED EAST AND
 KZ1824'NORTH 3.9 MILES TO
 KZ1824'BLADENSBURG, CONTINUE EAST AND NORTH ON STATE HIGHWAY 206
 KZ1824'FOR 7.7
 KZ1824'MILES TO R-ROAD WEST, TURN LEFT AND PROCEED AS ABOVE.
 KZ1824'
 KZ1824'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 KZ1824'STANDARD BRONZE
 KZ1824'DISKS SET IN CONCRETE AND OUTCROPPING BEDROCK.
 KZ1824'
 KZ1824'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, IS
 KZ1824'SET IN BEDROCK
 KZ1824'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 KZ1824'REFERENCE MARK NO. 2 IS NORTHWEST
 KZ1824'OF THE STATION, 30 FEET NORTHEAST
 KZ1824'OF THE EDGE OF AN OLD QUARRY AND IS FLUSH WITH THE
 KZ1824'SURFACE OF THE GROUND.
 KZ1824'
 KZ1824'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION ON
 KZ1824'THE RIGHT-OF-WAY
 KZ1824'OF STATE HIGHWAY 206, IS 30 FEET EAST OF THE
 KZ1824'CENTER LINE OF STATE HIGHWAY 206
 KZ1824'AND 80 FEET SOUTH OF THE CENTER
 KZ1824'LINE OF A T-ROAD EAST, 18 FEET SOUTH OF A TELEPHONE
 KZ1824'POLE, 115
 KZ1824'FEET NORTHEAST OF A 24-INCH HICKORY TREE AND PROJECTS 6 INCHES
 KZ1824'ABOVE THE GROUND.
 KZ1824'
 KZ1824'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KZ1824
 KZ1824                          STATION RECOVERY (1941)
 KZ1824
 KZ1824'RECOVERY NOTE BY COSHOCTON COUNTY OHIO 1941 (KHK)
 KZ1824'STATION AND REFERENCE MARKS WERE LOCATED IN A LIMESTONE QUARRY.  DUE
 KZ1824'TO EXCAVATION IT WAS NECESSARY TO REMOVE THESE MARKS.
 KZ1824'
 KZ1824'NEW MARKS WERE SET- TRIANGULATION STATION MARK STAMPED GUILFORD 2
 KZ1824'1941, TWO REFERENCE DISKS STAMPED GUILFORD 2 NO 1 1941 AND
 KZ1824'GUILFORD 2 NO 2 1941.
 KZ1824'
 KZ1824'THE NEW STATION MARK WAS SET IN CONCRETE AND PROJECTS 6 INCHES ABOVE
 KZ1824'GROUND.  NEW REFERENCE MARKS 1 AND 2 WERE SET IN CONCRETE AND
 KZ1824'FLUSH WITH THE GROUND.
 KZ1824'
 KZ1824'THE AZIMUTH MARK WAS NOT DISTURBED.
 KZ1824'
 KZ1824'DIRECTIONS FOR REACHING STATION GUILFORD WILL REMAIN THE SAME.
 KZ1824'
 KZ1824'OLD STATION AND REFERENCE MARKS WERE REMOVED.
 KZ1824'
 KZ1824'STANDARD TRIANGULATION STATION DISK STAMPED GUILFORD 1933, REFERENCE
 KZ1824'MARK STAMPED GUILFORD NO 1 1933, AND REFERENCE MARK STAMPED GUILFORD
 KZ1824'NO 2 1933 WERE RECEIVED AT THE OFFICE JUNE 14, 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1823 ***********************************************************************
 KZ1823  DESIGNATION -  GUILFORD 2
 KZ1823  PID         -  KZ1823
 KZ1823  STATE/COUNTY-  OH/COSHOCTON
 KZ1823  USGS QUAD   -  WALHONDING (1987)
 KZ1823
 KZ1823                         *CURRENT SURVEY CONTROL
 KZ1823  ___________________________________________________________________
 KZ1823* NAD 83(1995)-  40 18 18.93443(N)    082 09 49.85346(W)     ADJUSTED  
 KZ1823* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 KZ1823  ___________________________________________________________________
 KZ1823  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 KZ1823  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KZ1823
 KZ1823  HORZ ORDER  -  FIRST
 KZ1823
 KZ1823.The horizontal coordinates were established by classical geodetic methods
 KZ1823.and adjusted by the National Geodetic Survey in April 1998..
 KZ1823
 KZ1823.The orthometric height was scaled from a topographic map.
 KZ1823
 KZ1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1823
 KZ1823.The geoid height was determined by GEOID03.
 KZ1823
 KZ1823;                    North         East     Units Scale Factor Converg.
 KZ1823;SPC OH N     -    70,969.396   628,577.770   MT  1.00002700   +0 13 15.0
 KZ1823;UTM  17      - 4,462,288.765   401,096.938   MT  0.99972041   -0 45 10.5
 KZ1823
 KZ1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1823!SPC OH N     -   0.99994740  x   1.00002700  =   0.99997439
 KZ1823!UTM  17      -   0.99994740  x   0.99972041  =   0.99966782
 KZ1823
 KZ1823:                Primary Azimuth Mark                     Grid Az
 KZ1823:SPC OH N     -  NEW CASTLE ATT MICROWAVE TOWER           027 41 12.8
 KZ1823:UTM  17      -  NEW CASTLE ATT MICROWAVE TOWER           028 39 38.3
 KZ1823
 KZ1823|---------------------------------------------------------------------|
 KZ1823| PID    Reference Object                     Distance      Geod. Az  |
 KZ1823|                                                           dddmmss.s |
 KZ1823| KZ1821 NEW CASTLE ATT MICROWAVE TOWER      APPROX. 3.9 KM 0275427.8 |
 KZ1823| KZ1822 NEW CASTLE WU MICROWAVE TOWER       APPROX. 3.6 KM 0343428.7 |
 KZ1823| CF2932 GUILFORD 2 RM 1                      22.514 METERS 04749     |
 KZ1823| CF2931 GUILFORD 2 AZ MK RESET                             0701351.5 |
 KZ1823| CF2928 GUILFORD AZ MK                                     0701351.5 |
 KZ1823| CF2934 GUILFORD 2 RM 3                      31.138 METERS 17225     |
 KZ1823| CF2933 GUILFORD 2 RM 2                      25.511 METERS 30212     |
 KZ1823|---------------------------------------------------------------------|
 KZ1823
 KZ1823                          SUPERSEDED SURVEY CONTROL
 KZ1823
 KZ1823  NAD 83(1986)-  40 18 18.93993(N)    082 09 49.85957(W) AD(       ) 1
 KZ1823  NAD 27      -  40 18 18.68950(N)    082 09 50.33700(W) AD(       ) 1
 KZ1823
 KZ1823.Superseded values are not recommended for survey control.
 KZ1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1823.See file dsdata.txt to determine how the superseded data were derived.
 KZ1823
 KZ1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0109762289(NAD 83)
 KZ1823_MARKER: DS = TRIANGULATION STATION DISK
 KZ1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1823_STAMPING: GUILFORD 2 1941
 KZ1823_MARK LOGO: CGS   
 KZ1823
 KZ1823  HISTORY     - Date     Condition        Report By
 KZ1823  HISTORY     - 1941     MONUMENTED       OH-031
 KZ1823  HISTORY     - 1957     GOOD             CGS
 KZ1823  HISTORY     - 1959     GOOD             CGS
 KZ1823  HISTORY     - 1960     SEE DESCRIPTION  CGS
 KZ1823
 KZ1823                          STATION DESCRIPTION
 KZ1823
 KZ1823'DESCRIBED BY COSHOCTON COUNTY OHIO 1941 (KHK)
 KZ1823'THE NEW STATION MARK WAS SET IN CONCRETE AND PROJECTS 6 INCHES ABOVE
 KZ1823'GROUND AND STAMPED GUILFORD 2 1941.
 KZ1823'
 KZ1823'THE NEW REFERENCE MARKS 1 AND 2 WERE SET IN CONCRETE AND FLUSH WITH
 KZ1823'THE GROUND AND STAMPED GUILFORD
 KZ1823'2 NO 1 1941 AND GUILFORD 2 NO 2 1941.
 KZ1823
 KZ1823                          STATION RECOVERY (1957)
 KZ1823
 KZ1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KZ1823'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 KZ1823'MARK WERE
 KZ1823'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KZ1823'CONDITION.  THE ORIGINAL
 KZ1823'DESCRIPTION WAS FOR GULIFORD 1933
 KZ1823'AND THIS DESCRIPTION IS STILL ADEQUATE.  NO
 KZ1823'DISTANCES WERE GIVEN
 KZ1823'IN THE DATA PUBLISHED FOR GULIFORD 2 1941, CONSEQUENTLY NO
 KZ1823'CHECK COULD BE OBTAINED.  THE 1957 DIRECTIONS AND MEASUREMENTS
 KZ1823'ARE SHOWN IN THE BOX SCORE.
 KZ1823'
 KZ1823'THESE DIRECTIONS CHECK WITHIN REASON THESE OBTAINED BY MR.
 KZ1823'K. H. KINKLEY,
 KZ1823'COSHOCTON COUNTY ENGINEER, WHEN HE MOVED AND
 KZ1823'RE-ESTABLISHED THIS STATION.
 KZ1823
 KZ1823                          STATION RECOVERY (1959)
 KZ1823
 KZ1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1823'ACCORDING TO MR. K.H. KINKLEY, COUNTY ENGINEER, COSHOCTON, OHIO,
 KZ1823'1941, GUILFORD
 KZ1823'1933, WAS LOCATED IN A LIMESTONE QUARRY AND FOUND IT NECESSARY TO
 KZ1823'REMOVE THE MARKS.  HE THEN
 KZ1823'ESTABLISHED BUILFORD 2 1941 TO REPLACE GUILFORD 1933.
 KZ1823'
 KZ1823'A COMPLETE DESCRIPTION FOLLOWS-
 KZ1823'
 KZ1823'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF NEW CASTLE, 1/1/2 MILES
 KZ1823'NORTH OF NEW GUILFORD ON
 KZ1823'THE SUMMIT OF A FLAT, GRASSY HILL ON PROPERTY OWNED BY MRS. SPECKMAN.
 KZ1823'
 KZ1823'TO REACH THE STATION FROM THE JUNCTION OF STATE
 KZ1823'HIGHWAYS 206 AND 271 IN NEW
 KZ1823'GUILFORD, GO NORTH ON HIGHWAY 206 FOR 1.3 MILES TO A GRAVEL SIDE
 KZ1823'ROAD ON THE RIGHT AND THE AZIMUTH
 KZ1823'MARK.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 206 FOR 0.2 MILE TO A
 KZ1823'GRAVEL SIDE ROAD ON THE LEFT.  TURN
 KZ1823'LEFT AND GO WESTERLY FOR 0.2 MILE TO A FIELD ROAD ON THE LEFT.
 KZ1823'TURN LEFT AND GO SOUTH ON THE FIELD ROAD
 KZ1823'FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH
 KZ1823'GATE, BEAR RIGHT AND FOLLOW THE FIELD ROAD WEST AND SOUTH
 KZ1823'FOR 0.15 MILE TO THE SUMMIT OF THE
 KZ1823'HILL AND THE STATION.
 KZ1823'
 KZ1823'STATION MARK IS A STANDARD DISK STAMPED GUILFORD 2 1941, SET IN
 KZ1823'A ROUND CONCRETE POST
 KZ1823'WHICH PROJECTS 2 INCHES.  IT IS 233 FEET EAST OF A 24-INCH OAK TREE
 KZ1823'WHICH IS ON THE WEST SLOPE OF THE
 KZ1823'HILL, 331 FEET NORTH OF THE NORTH SIDE OF THE MOST WESTERLY
 KZ1823'ONE OF TWO OIL STORAGE TANKS AND 56 FEET WEST
 KZ1823'OF THE CENTER OF THE FIELD ROAD.
 KZ1823'
 KZ1823'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GUILFORD 2 NO 1
 KZ1823'1941, IS SET IN A ROUND
 KZ1823'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS NEAR THE
 KZ1823'CENTER OF THE FIELD ROAD.
 KZ1823'
 KZ1823'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GUILFORD 2 NO 2
 KZ1823'1941, IS SET IN A ROUND
 KZ1823'CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 154 FEET NORTHEAST OF A
 KZ1823'24-INCH OAK TREE AND ON THE
 KZ1823'NORTHWEST SLOPE OF THE HILL.
 KZ1823'
 KZ1823'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GUILFORD 2 NO 3
 KZ1823'1941, IS SET IN A SQUARE
 KZ1823'CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 229 FEET NORTH OF THE
 KZ1823'NORTH SIDE OF THE MOST WESTERLY
 KZ1823'ONE OF TWO OIL STORAGE TANKS AND 51 FEET WEST OF THE CENTER
 KZ1823'OF THE FIELD ROAD.
 KZ1823'
 KZ1823'AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED GUILFORD 1933
 KZ1823'AZIMUTH, SET IN A ROUND
 KZ1823'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 83 FEET SOUTH OF THE
 KZ1823'CENTER OF THE GRAVEL ROAD, 28 FEET
 KZ1823'EAST OF THE CENTER OF HIGHWAY 206 AND 23 FEET SOUTH OF A
 KZ1823'TELEPHONE POLE.  A STANDARD METAL WITNESS POST
 KZ1823'WAS SET 1.9 FEET SOUTH OF THE MARK.
 KZ1823
 KZ1823                          STATION RECOVERY (1960)
 KZ1823
 KZ1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRK)
 KZ1823'ABOUT 1.9 MILES S ALONG NO. 206 OHIO HWY. FROM ITS JUNCTION WITH NO.
 KZ1823'715 OHIO HWY. IN NEW CASTLE OR 1.3
 KZ1823'MILES N ALONG SAME FROM ITS JUNCTION WITH NO. 271 OHIO HWY. IN NEW
 KZ1823'GUILFORD TO A T-ROAD THAT IS ABOUT 0.25
 KZ1823'MILE N OF THE AZIMUTH MARK, THENCE 0.2 MILE W ON
 KZ1823'GRAVEL ROAD, THENCE 0.3 MILE S ON FIELD ROAD TO
 KZ1823'GATE, THENCE 0.15 MILE WSW ACROSS PASTURE
 KZ1823'TO N END OF TOP OF HILL AND THE STATION, ABOUT 135 YARDS N OF AN
 KZ1823'OIL WELL, 459 FEET S OF ONE FENCE,
 KZ1823'208 FEET (SLOPE) E OF ANOTHER, AND 10 FEET FROM THE CENTER OF EACH OF
 KZ1823'THREE DEPRESSIONS LEFT BY THE TOWER
 KZ1823'ANCHOR HOLES, A STANDARD STATION DISK IS STAMPED GUILFORD 2
 KZ1823'1941 AND SET IN TOP OF A 1B MARK (RECORDS
 KZ1823'AVAILABLE MAKE NO MENTION OF A SUBSURFACE MARK)
 KZ1823'THAT PROJECTS SLIGHTLY ABOVE GROUND.
 KZ1823'
 KZ1823'AZIMUTH MARK STAMPED GUILFORD 2 1933 AZIMUTH RESET 1960,
 KZ1823'PROJECTS 0.4 FOOT, IS 0.3 MILE ENE
 KZ1823'OF THE STATION, ABOUT 100 YARDS S OF THE CREST OF A RIDGE, 74 FEET S
 KZ1823'OF CENTER LINE OF GRAVEL ROAD THAT
 KZ1823'EXTENDS E, 40 FEET E OF CENTER LINE OF THE HWY., ABOUT 6
 KZ1823'FEET HIGHER THAN SAME, 22.5 FEET S OF CREOSOTED
 KZ1823'TELEPHONE POLE, AND 2.4 FEET N OF STEEL
 KZ1823'WITNESS POST.  IT IS EXACTLY ON THE OLD LINE FROM THE STATION
 KZ1823'PRODUCED THRU OLD AZ. MARK.
 KZ1823'
 KZ1823'REFERENCE MARKS WERE NOT FOUND AT THIS TIME DUE TO GRASS OVER THE
 KZ1823'LOCATION AND THE LACK OF THE
 KZ1823'1959 RECOVERY NOTE BY W. E. RANDALL.  REFERENCE TO SAID RECOVERY NOTE
 KZ1823'AFTER VISITING THE SITE FOSTERS
 KZ1823'BELIEF IN THEIR GOOD CONDITION.  MOWING OVER THE SITE SEEMS THE
 KZ1823'ONLY ACTIVITY, AND THIS SHOULD NOT HAVE
 KZ1823'DISTURBED THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6129 ***********************************************************************
 AB6129  CBN         -  This is a Cooperative Base Network Control Station.
 AB6129  DESIGNATION -  GUS GAR
 AB6129  PID         -  AB6129
 AB6129  STATE/COUNTY-  OH/TRUMBULL
 AB6129  USGS QUAD   -  GUSTAVUS (1994)
 AB6129
 AB6129                         *CURRENT SURVEY CONTROL
 AB6129  ___________________________________________________________________
 AB6129* NAD 83(1995)-  41 27 45.88478(N)    080 43 00.08421(W)     ADJUSTED  
 AB6129* NAVD 88     -       314.2    (meters)    1031.     (feet)  GPS OBS   
 AB6129  ___________________________________________________________________
 AB6129  X           -     772,209.871 (meters)                     COMP
 AB6129  Y           -  -4,724,233.223 (meters)                     COMP
 AB6129  Z           -   4,201,258.169 (meters)                     COMP
 AB6129  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AB6129  ELLIP HEIGHT-         280.40  (meters)          (09/23/04) GPS OBS
 AB6129  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 AB6129
 AB6129  HORZ ORDER  -  B
 AB6129  ELLP ORDER  -  FOURTH    CLASS I
 AB6129
 AB6129.This is a reference station for the GUSTAVUS
 AB6129.National Continuously Operating Reference Station (GUST).
 AB6129
 AB6129.The horizontal coordinates were established by GPS observations
 AB6129.and adjusted by the National Geodetic Survey in August 1996..
 AB6129
 AB6129.The orthometric height was determined by GPS observations and a
 AB6129.high-resolution geoid model.
 AB6129
 AB6129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6129
 AB6129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6129
 AB6129.The ellipsoidal height was determined by GPS observations
 AB6129.and is referenced to NAD 83.
 AB6129
 AB6129.The geoid height was determined by GEOID03.
 AB6129
 AB6129;                    North         East     Units Scale Factor Converg.
 AB6129;SPC OH N     -   200,973.169   748,968.936   MT  0.99996287   +1 10 17.6
 AB6129;UTM  17      - 4,590,167.034   523,659.391   MT  0.99960689   +0 11 15.3
 AB6129
 AB6129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6129!SPC OH N     -   0.99995602  x   0.99996287  =   0.99991889
 AB6129!UTM  17      -   0.99995602  x   0.99960689  =   0.99956293
 AB6129
 AB6129                          SUPERSEDED SURVEY CONTROL
 AB6129
 AB6129  ELLIP H (08/20/96)  280.38   (m)                       GP(       ) 4 2
 AB6129
 AB6129.Superseded values are not recommended for survey control.
 AB6129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6129.See file dsdata.txt to determine how the superseded data were derived.
 AB6129
 AB6129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2365990167(NAD 83)
 AB6129_MARKER: I = METAL ROD
 AB6129_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6129_STAMPING: GUS GAR 1995
 AB6129_MARK LOGO: OHDT  
 AB6129_PROJECTION: FLUSH
 AB6129_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB6129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6129+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AB6129_ROD/PIPE-DEPTH: 4.26 meters
 AB6129_SLEEVE-DEPTH  : 1 meters
 AB6129
 AB6129  HISTORY     - Date     Condition        Report By
 AB6129  HISTORY     - 1995     MONUMENTED       OHDT
 AB6129  HISTORY     - 2003     GOOD             OHDT
 AB6129
 AB6129                          STATION DESCRIPTION
 AB6129
 AB6129'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (RR)
 AB6129'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 11 AND STATE
 AB6129'ROUTE 87, GO WEST ON STATE ROUTE 87 FOR 0.2 KM (0.10 MI) TO THE
 AB6129'GUSTAVUS OUTPOST DRIVE ON THE RIGHT, PROCEED DOWN THE DRIVE TO THE
 AB6129'GATE.  THE MARK IS 19.5 M (64.0 FT) SOUTHEAST OF THE SOUTH ONE OF TWO
 AB6129'GATE POSTS, 9.0 M (29.5 FT) NORTH OF THE SOUTH FENCELINE, 20.6 M (67.6
 AB6129'FT) NORTHEAST OF THE SOUTHWEST FENCE CORNER, 29.0 M (95.1 FT)
 AB6129'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAIN BLOCK BUILDING AND 0.8 M
 AB6129'(2.6 FT) SOUTH OF THE SOUTH EDGE OF THE DRIVE.  OWNERSHIP--STATE OF
 AB6129'OHIO, DEPARTMENT OF TRANSPORTATION, DISTRICT 4 DEPUTY DIRECTOR, 705
 AB6129'OAKWOOD STREET, RAVENNA, OHIO 44266.  THE MARK IS ACCESSIBLE ONLY BY
 AB6129'ARRANGEMENT.  CONTACT THE ODOT TRUMBULL COUNTY SUPERINTENDENT,
 AB6129'330-637-1921, FOR ACCESS TO MARK.  NOTE--SLEEVE DEPTH DOES NOT MEET
 AB6129'CLASS A REQUIREMENTS.
 AB6129
 AB6129                          STATION RECOVERY (2003)
 AB6129
 AB6129'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 AB6129'RECOVERED AS DESCRIBED.  NOTE--THIS IS A CORS SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7193 ***********************************************************************
 DG7193  DESIGNATION -  GUST REF 1
 DG7193  PID         -  DG7193
 DG7193  STATE/COUNTY-  OH/TRUMBULL
 DG7193  USGS QUAD   -  GUSTAVUS (1994)
 DG7193
 DG7193                         *CURRENT SURVEY CONTROL
 DG7193  ___________________________________________________________________
 DG7193* NAD 83(1995)-  41 27 45.20725(N)    080 42 50.87055(W)     ADJUSTED  
 DG7193* NAVD 88     -       320.2    (meters)    1051.     (feet)  GPS OBS   
 DG7193  ___________________________________________________________________
 DG7193  X           -     772,423.856 (meters)                     COMP
 DG7193  Y           -  -4,724,216.821 (meters)                     COMP
 DG7193  Z           -   4,201,246.477 (meters)                     COMP
 DG7193  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DG7193  ELLIP HEIGHT-         286.40  (meters)          (09/23/04) GPS OBS
 DG7193  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DG7193
 DG7193  HORZ ORDER  -  B
 DG7193  ELLP ORDER  -  FOURTH    CLASS I
 DG7193
 DG7193.This is a reference station for the GUSTAVUS
 DG7193.National Continuously Operating Reference Station (GUST).
 DG7193
 DG7193.The horizontal coordinates were established by GPS observations
 DG7193.and adjusted by the National Geodetic Survey in September 2004..
 DG7193
 DG7193.The orthometric height was determined by GPS observations and a
 DG7193.high-resolution geoid model.
 DG7193
 DG7193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7193
 DG7193.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7193
 DG7193.The ellipsoidal height was determined by GPS observations
 DG7193.and is referenced to NAD 83.
 DG7193
 DG7193.The geoid height was determined by GEOID03.
 DG7193
 DG7193;                    North         East     Units Scale Factor Converg.
 DG7193;SPC OH N     -   200,956.646   749,183.129   MT  0.99996284   +1 10 23.6
 DG7193;UTM  17      - 4,590,146.843   523,873.193   MT  0.99960701   +0 11 21.4
 DG7193
 DG7193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7193!SPC OH N     -   0.99995508  x   0.99996284  =   0.99991792
 DG7193!UTM  17      -   0.99995508  x   0.99960701  =   0.99956211
 DG7193
 DG7193                          SUPERSEDED SURVEY CONTROL
 DG7193
 DG7193.No superseded survey control is available for this station.
 DG7193
 DG7193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2387390147(NAD 83)
 DG7193_MARKER: I = METAL ROD
 DG7193_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DG7193_STAMPING: GUST REF 01 2002
 DG7193_MARK LOGO: OHDT  
 DG7193_PROJECTION: RECESSED 5 CENTIMETERS
 DG7193_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7193+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG7193_ROD/PIPE-DEPTH: 12.8 meters
 DG7193_SLEEVE-DEPTH  :  0.9 meters
 DG7193
 DG7193  HISTORY     - Date     Condition        Report By
 DG7193  HISTORY     - 2002     MONUMENTED       OHDT
 DG7193
 DG7193                          STATION DESCRIPTION
 DG7193
 DG7193'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 2002 (JAS)
 DG7193'STATION IS LOCATED AT THE INTERSECTION OF STATE ROUTES 11 AND 87 NEAR
 DG7193'GUSTAVUS, AT THE  END OF THE EXIT RAMP FROM SOUTHBOUND ROUTE 11 TO
 DG7193'ROUTE 87.
 DG7193' 
 DG7193'STATION IS 7 FEET SOUTHEAST OF A STOP SIGN, 14 FEET EAST OF  THE EAST
 DG7193'EDGE OF RAMP,  AND 11  FEET NORTHWEST OF DISTANCE SIGN.  STATION IS
 DG7193'STAINLESS STEEL ROD IN A GREASED SLEEVE  DRIVEN TO REFUSAL.  ACCESS TO
 DG7193'MARK IS THROUGH 6 INCH LOGO CAP STAMPED ---GUST REF 1  2002---.
 DG7193'STATION IS IN PUBLIC RIGHT OF WAY AND ACCESSIBLE AT ALL TIMES.
 DG7193'NOTE--THIS IS A CORS  SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ7190 ***********************************************************************
 AJ7190  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7190  DESIGNATION -  GUSTAVUS CORS ARP
 AJ7190  CORS_ID     -  GUST
 AJ7190  PID         -  AJ7190
 AJ7190  STATE/COUNTY-  OH/TRUMBULL
 AJ7190  USGS QUAD   -  GUSTAVUS (1994)
 AJ7190
 AJ7190                         *CURRENT SURVEY CONTROL
 AJ7190  ___________________________________________________________________
 AJ7190* NAD 83(CORS)-  41 27 45.87349(N)    080 42 58.25056(W)     ADJUSTED  
 AJ7190* NAVD 88     -                                                        
 AJ7190  ___________________________________________________________________
 AJ7190  EPOCH DATE  -        2002.00
 AJ7190  X           -     772,252.245 (meters)                     COMP
 AJ7190  Y           -  -4,724,228.663 (meters)                     COMP
 AJ7190  Z           -   4,201,259.769 (meters)                     COMP
 AJ7190  ELLIP HEIGHT-         283.21  (meters)          (03/??/02) GPS OBS
 AJ7190  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 AJ7190
 AJ7190  HORZ ORDER  -  SPECIAL (CORS)
 AJ7190  ELLP ORDER  -  SPECIAL (CORS)
 AJ7190
 AJ7190.ITRF positions are available for this station.
 AJ7190.The coordinates were established by GPS observations
 AJ7190.and adjusted by the National Geodetic Survey in March 2002..
 AJ7190.The coordinates are valid at the epoch date displayed above.
 AJ7190.The epoch date for horizontal control is a decimal equivalence
 AJ7190.of Year/Month/Day.
 AJ7190
 AJ7190
 AJ7190.The PID for the CORS L1 Phase Center is DF9320.
 AJ7190
 AJ7190.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7190
 AJ7190.The ellipsoidal height was determined by GPS observations
 AJ7190.and is referenced to NAD 83.
 AJ7190
 AJ7190.The geoid height was determined by GEOID03.
 AJ7190
 AJ7190;                    North         East     Units Scale Factor Converg.
 AJ7190;SPC OH N     -   200,973.691   749,011.485   MT  0.99996287   +1 10 18.8
 AJ7190
 AJ7190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7190!SPC OH N     -   0.99995558  x   0.99996287  =   0.99991845
 AJ7190
 AJ7190                          SUPERSEDED SURVEY CONTROL
 AJ7190
 AJ7190  NAD 83(CORS)-  41 27 45.87349(N)    080 42 58.25057(W) AD(1997.00) c
 AJ7190  ELLIP H (01/??/02)  283.21   (m)                       GP(1997.00) c c
 AJ7190
 AJ7190.Superseded values are not recommended for survey control.
 AJ7190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7190.See file dsdata.txt to determine how the superseded data were derived.
 AJ7190
 AJ7190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2370290167(NAD 83)
 AJ7190_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7190
 AJ7190                          STATION DESCRIPTION
 AJ7190
 AJ7190'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ7190'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7190'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7190'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7190'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7190'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF9320 ***********************************************************************
 DF9320  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9320  DESIGNATION -  GUSTAVUS CORS L1 PHASE CENTER
 DF9320  CORS_ID     -  GUST
 DF9320  PID         -  DF9320
 DF9320  STATE/COUNTY-  OH/TRUMBULL
 DF9320  USGS QUAD   -  GUSTAVUS (1994)
 DF9320
 DF9320                         *CURRENT SURVEY CONTROL
 DF9320  ___________________________________________________________________
 DF9320* NAD 83(CORS)-  41 27 45.87351(N)    080 42 58.25048(W)     ADJUSTED  
 DF9320* NAVD 88     -                                                        
 DF9320  ___________________________________________________________________
 DF9320  EPOCH DATE  -        2002.00
 DF9320  X           -     772,252.259 (meters)                     COMP
 DF9320  Y           -  -4,724,228.737 (meters)                     COMP
 DF9320  Z           -   4,201,259.835 (meters)                     COMP
 DF9320  ELLIP HEIGHT-         283.31  (meters)          (03/??/02) GPS OBS
 DF9320  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DF9320
 DF9320  HORZ ORDER  -  SPECIAL (CORS)
 DF9320  ELLP ORDER  -  SPECIAL (CORS)
 DF9320
 DF9320.ITRF positions are available for this station.
 DF9320.The coordinates were established by GPS observations
 DF9320.and adjusted by the National Geodetic Survey in March 2002..
 DF9320.The coordinates are valid at the epoch date displayed above.
 DF9320.The epoch date for horizontal control is a decimal equivalence
 DF9320.of Year/Month/Day.
 DF9320
 DF9320
 DF9320.The PID for the CORS ARP is AJ7190.
 DF9320
 DF9320.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9320
 DF9320.The ellipsoidal height was determined by GPS observations
 DF9320.and is referenced to NAD 83.
 DF9320
 DF9320.The geoid height was determined by GEOID03.
 DF9320
 DF9320;                    North         East     Units Scale Factor Converg.
 DF9320;SPC OH N     -   200,973.691   749,011.487   MT  0.99996287   +1 10 18.8
 DF9320
 DF9320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9320!SPC OH N     -   0.99995556  x   0.99996287  =   0.99991844
 DF9320
 DF9320                          SUPERSEDED SURVEY CONTROL
 DF9320
 DF9320  NAD 83(CORS)-  41 27 45.87352(N)    080 42 58.25049(W) AD(1997.00) c
 DF9320  ELLIP H (01/??/02)  283.31   (m)                       GP(1997.00) c c
 DF9320
 DF9320.Superseded values are not recommended for survey control.
 DF9320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9320.See file dsdata.txt to determine how the superseded data were derived.
 DF9320
 DF9320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2370290167(NAD 83)
 DF9320_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF9320
 DF9320                          STATION DESCRIPTION
 DF9320
 DF9320'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF9320'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9320'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9320'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9320'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9320'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2784 ***********************************************************************
 MB2784  DESIGNATION -  GUYETTE
 MB2784  PID         -  MB2784
 MB2784  STATE/COUNTY-  OH/PORTAGE
 MB2784  USGS QUAD   -  AURORA (1964)
 MB2784
 MB2784                         *CURRENT SURVEY CONTROL
 MB2784  ___________________________________________________________________
 MB2784* NAD 83(1995)-  41 17 10.03725(N)    081 17 19.98371(W)     ADJUSTED  
 MB2784* NAVD 88     -       374.4    (meters)    1228.     (feet)  VERTCON   
 MB2784  ___________________________________________________________________
 MB2784  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 MB2784  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB2784
 MB2784  HORZ ORDER  -  FIRST
 MB2784
 MB2784.The horizontal coordinates were established by classical geodetic methods
 MB2784.and adjusted by the National Geodetic Survey in April 1998..
 MB2784
 MB2784.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2784
 MB2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2784
 MB2784.The geoid height was determined by GEOID03.
 MB2784
 MB2784;                    North         East     Units Scale Factor Converg.
 MB2784;SPC OH N     -   180,539.299   701,446.817   MT  0.99994639   +0 47 44.3
 MB2784;UTM  17      - 4,570,560.287   475,809.737   MT  0.99960720   -0 11 26.2
 MB2784
 MB2784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2784!SPC OH N     -   0.99994655  x   0.99994639  =   0.99989295
 MB2784!UTM  17      -   0.99994655  x   0.99960720  =   0.99955378
 MB2784
 MB2784:                Primary Azimuth Mark                     Grid Az
 MB2784:SPC OH N     -  AURORA CARLON CO TANK                    012 52 07.9
 MB2784:UTM  17      -  AURORA CARLON CO TANK                    013 51 18.4
 MB2784
 MB2784|---------------------------------------------------------------------|
 MB2784| PID    Reference Object                     Distance      Geod. Az  |
 MB2784|                                                           dddmmss.s |
 MB2784| MB2781 AURORA CARLON CO TANK               APPROX. 1.8 KM 0133952.2 |
 MB2784| MB2284 ST JOSEPH                           APPROX. 4.9 KM 0820952.3 |
 MB2784| CD1849 GUYETTE RM 1                         40.206 METERS 13505     |
 MB2784| MB2799 AURORA S MUN TANK                   APPROX. 4.4 KM 2704521.0 |
 MB2784| MB2805 AURORA N MUN TANK                   APPROX. 7.5 KM 3083113.7 |
 MB2784| CD1850 GUYETTE RM 2                         43.617 METERS 34033     |
 MB2784|---------------------------------------------------------------------|
 MB2784
 MB2784                          SUPERSEDED SURVEY CONTROL
 MB2784
 MB2784  NAD 83(1986)-  41 17 10.04606(N)    081 17 19.98350(W) AD(       ) 1
 MB2784  NAD 27      -  41 17 09.84515(N)    081 17 20.60924(W) AD(       ) 1
 MB2784  NGVD 29 (07/19/86)  374.6    (m)         1229.     (f) VERT ANG       
 MB2784
 MB2784.Superseded values are not recommended for survey control.
 MB2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2784.See file dsdata.txt to determine how the superseded data were derived.
 MB2784
 MB2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7581070560(NAD 83)
 MB2784_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2784_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2784
 MB2784  HISTORY     - Date     Condition        Report By
 MB2784  HISTORY     - 1977     MONUMENTED       NGS
 MB2784
 MB2784                          STATION DESCRIPTION
 MB2784
 MB2784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2784'STATION IS ABOUT 4 MILES NORTHEAST OF STREETSBORO, 3-1/2 MILES
 MB2784'SOUTHEAST OF AURORA, 3-1/2 MILES WEST OF MANTUA, ON PROPERTY OF
 MB2784'AND NEAR THE HOME OF ARDEN GUYETTE, WHOSE ADDRESS IS 10833
 MB2784'CHAMBERLAND ROAD, MANTUA, OHIO 44255.
 MB2784'
 MB2784'TO REACH THE STATION FROM THE POST OFFICE IN MANTUA, GO WEST ON
 MB2784'HIGH STREET FOR 1.05 MILES TO THE JUNCTION WITH MENNONITE ROAD
 MB2784'ON THE LEFT.  BEAR LEFT, CROSSING A RAILROAD BRIDGE, AND
 MB2784'CONTINUE WEST ON MENNONITE ROAD FOR 2.35 MILES TO THE JUNCTION
 MB2784'WITH CHAMBERLAND ROAD.  TURN RIGHT AND GO NORTH ON CHAMBERLAND
 MB2784'ROAD FOR 0.1 MILE TO MR GUYETTES DRIVEWAY ON THE LEFT.  TURN
 MB2784'LEFT AND GO WEST ON THE DRIVEWAY, PASSING TO THE SOUTH OF A
 MB2784'BARN, FOR 0.1 MILE TO THE STATION ON THE LEFT.
 MB2784'
 MB2784'STATION MARKS, STAMPED---GUYETTE 1977---, ARE STANDARD DISKS.
 MB2784'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 MB2784'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 92
 MB2784'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN AND SILO,
 MB2784'79 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE AND
 MB2784'31 FEET WEST-SOUTHWEST OF A UTILITY POLE.  THE UNDERGROUND DISK
 MB2784'IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 MB2784'GROUND SURFACE.
 MB2784'
 MB2784'REFERENCE MARK 1, STAMPED---GUYETTE NO 1 1977---, IS A STANDARD
 MB2784'DISK CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER THAT IS
 MB2784'FLUSH WITH THE GROUND.  IT IS 46.5 FEET EAST-NORTHEAST OF THE
 MB2784'SOUTHEAST CORNER OF THE HOUSE, 33 FEET SOUTHWEST OF A UTILITY
 MB2784'POLE WITH A TRANSFORMER, 14 FEET SOUTH OF THE
 MB2784'CENTER OF A DRIVEWAV AND ABOUT 3 FEET LOWER THAN THE STATION.
 MB2784'
 MB2784'REFERENCE MARK 2, STAMPED---GUYETTE NO 2 1977---, IS A STANDARD
 MB2784'DISK SET IN THE TOP OF A 12-INCH ROUND /ONCRETE MONUMENT THAT
 MB2784'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 88 FEET WEST-SOUTHWEST
 MB2784'OF THE NORTHWEST CORNER OF THE BARN, 8 FEET SOUTHEAST OF THE
 MB2784'CENTER OF A WIRE GATE, 1 FOOT SOUTH OF A FENCE, 0.7 FOOT WEST OF
 MB2784'A METAL WITNESS POST AND ABOUT 5 FEET LOWER THAN THE STATION.
 MB2784'
 MB2784'HEIGHT OF LIGHT ABOVE THE STATION WAS 34.6 METERS.
 MB2784'NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 2, DUE TO
 MB2784'DIFFERENCE OF ELEVATION AND BUILDINGS ON LINE.
 MB2784'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 MB2784'
 MB2784'DESCRIBED BY V. WILSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1240 ***********************************************************************
 MC1240  DESIGNATION -  GYPSUM US GYPSUM CO WATER TANK
 MC1240  PID         -  MC1240
 MC1240  STATE/COUNTY-  OH/OTTAWA
 MC1240  USGS QUAD   -  VICKERY (1969)
 MC1240
 MC1240                         *CURRENT SURVEY CONTROL
 MC1240  ___________________________________________________________________
 MC1240* NAD 83(1995)-  41 29 40.21822(N)    082 52 30.52051(W)     ADJUSTED  
 MC1240* NAVD 88     -                                                        
 MC1240  ___________________________________________________________________
 MC1240  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 MC1240  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 MC1240
 MC1240  HORZ ORDER  -  THIRD
 MC1240
 MC1240.The horizontal coordinates were established by classical geodetic methods
 MC1240.and adjusted by the National Geodetic Survey in April 1998..
 MC1240
 MC1240
 MC1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1240
 MC1240.The geoid height was determined by GEOID03.
 MC1240
 MC1240;                    North         East     Units Scale Factor Converg.
 MC1240;SPC OH N     -   203,044.640   568,675.352   MT  0.99996684   -0 14 47.2
 MC1240;UTM  17      - 4,595,351.470   343,478.544   MT  0.99990150   -1 14 33.5
 MC1240
 MC1240                          SUPERSEDED SURVEY CONTROL
 MC1240
 MC1240  NAD 83(1995)-  41 29 40.21838(N)    082 52 30.52089(W) AD(       ) 4
 MC1240  NAD 83(1986)-  41 29 40.22447(N)    082 52 30.53747(W) AD(       ) 4
 MC1240  NAD 27      -  41 29 40.03937(N)    082 52 30.85637(W) AD(       ) 3
 MC1240
 MC1240.Superseded values are not recommended for survey control.
 MC1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1240.See file dsdata.txt to determine how the superseded data were derived.
 MC1240
 MC1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF4347995351(NAD 83)
 MC1240_MARKER: 51 = TANK
 MC1240
 MC1240  HISTORY     - Date     Condition        Report By
 MC1240  HISTORY     - 1956     FIRST OBSERVED   CGS
 MC1240  HISTORY     - 1976     GOOD             NGS
 MC1240  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 MC1240
 MC1240                          STATION DESCRIPTION
 MC1240
 MC1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1240'STATION IS LOCATED AT THE U.S. GYPSUM CO. ABOUT 1-1/2 MILES
 MC1240'SOUTH WEST OF THE
 MC1240'VILLAGE OF GYPSUM.  STATION IS OF STEEL CONSTRUCTION ABOUT 95 FEET
 MC1240'HIGH, HAS 4 LEGS AND IS PAINTED SILVER.
 MC1240'
 MC1240'THE POINT INTERSECTED WAS THE BALL FINIAL.
 MC1240
 MC1240                          STATION RECOVERY (1976)
 MC1240
 MC1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1240'STATION IS LOCATED AT THE U.S. GYPSUM CO. ABOUT 1-1/2 MILES SOUTH
 MC1240'WEST OF THE VILLAGE OF GYPSUM.  STATION IS OF STEEL CONSTRUCTION
 MC1240'ABOUT 95 FEET HIGH, HAS 4 LEGS AND IS PAINTED SILVER.
 MC1240'
 MC1240'THE POINT INTERSECTED WAS THE BALL FINIAL.
 MC1240
 MC1240                          STATION RECOVERY (2004)
 MC1240
 MC1240'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC1240'STACK DISMANTLED SOME 8 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1057 ***********************************************************************
 MC1057  DESIGNATION -  GYRAL
 MC1057  PID         -  MC1057
 MC1057  STATE/COUNTY-  OH/LORAIN
 MC1057  USGS QUAD   -  OBERLIN (1979)
 MC1057
 MC1057                         *CURRENT SURVEY CONTROL
 MC1057  ___________________________________________________________________
 MC1057* NAD 83(1995)-  41 21 14.77782(N)    082 09 20.89464(W)     ADJUSTED  
 MC1057* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 MC1057  ___________________________________________________________________
 MC1057  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 MC1057  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 MC1057
 MC1057  HORZ ORDER  -  THIRD
 MC1057
 MC1057.The horizontal coordinates were established by classical geodetic methods
 MC1057.and adjusted by the National Geodetic Survey in April 1998..
 MC1057
 MC1057.The orthometric height was scaled from a topographic map.
 MC1057
 MC1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1057
 MC1057.The geoid height was determined by GEOID03.
 MC1057
 MC1057;                    North         East     Units Scale Factor Converg.
 MC1057;SPC OH N     -   187,441.614   628,801.979   MT  0.99995160   +0 13 34.0
 MC1057;UTM  17      - 4,578,711.641   403,316.356   MT  0.99971504   -0 45 49.4
 MC1057
 MC1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1057!SPC OH N     -   0.99996810  x   0.99995160  =   0.99991970
 MC1057!UTM  17      -   0.99996810  x   0.99971504  =   0.99968314
 MC1057
 MC1057|---------------------------------------------------------------------|
 MC1057| PID    Reference Object                     Distance      Geod. Az  |
 MC1057|                                                           dddmmss.s |
 MC1057| CF2935 GYRAL RM 1                            9.518 METERS 13820     |
 MC1057| CF2937 GYRAL RM 3                            9.885 METERS 26024     |
 MC1057| CF2936 GYRAL RM 2                            9.783 METERS 27727     |
 MC1057| MC1055 GYRAL AZ MK                         APPROX. 0.7 KM 3094204.0 |
 MC1057|---------------------------------------------------------------------|
 MC1057
 MC1057                          SUPERSEDED SURVEY CONTROL
 MC1057
 MC1057  NAD 83(1995)-  41 21 14.78389(N)    082 09 20.89763(W) AD(       ) 3
 MC1057  NAD 83(1986)-  41 21 14.78715(N)    082 09 20.90352(W) AD(       ) 3
 MC1057  NAD 27      -  41 21 14.59698(N)    082 09 21.34815(W) AD(       ) 3
 MC1057
 MC1057.Superseded values are not recommended for survey control.
 MC1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1057.See file dsdata.txt to determine how the superseded data were derived.
 MC1057
 MC1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0331678712(NAD 83)
 MC1057_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1057
 MC1057  HISTORY     - Date     Condition        Report By
 MC1057  HISTORY     - 1959     MONUMENTED       CGS
 MC1057  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MC1057  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC1057  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 MC1057
 MC1057                          STATION DESCRIPTION
 MC1057
 MC1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1057'THE STATION IS ABOUT 5-1/2 MILES NORTH OF OBERLIN, 4-1/2 MILES
 MC1057'SOUTHEAST OF AMHERST AND 3 MILES
 MC1057'WEST OF ELYRIA, ON THE EAST SIDE OF WEST RIDGE ROAD, ON PROPERTY
 MC1057'OWNED BY MR. OLIVER BEMIS.
 MC1057'
 MC1057'TO REACH THE STATION FROM THE POST OFFICE IN OBERLIN, GO NORTH ON
 MC1057'STATE ROUTE 58 FOR 5.1 MILES
 MC1057'TO THE CROSSROAD JUNCTION OF STATE ROUTE 113.  TURN RIGHT AND GO EAST
 MC1057'ON STATE ROUTE 113 FOR 2.6 MILES TO
 MC1057'WEST RIDGE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 MC1057'ON WEST RIDGE ROAD FOR 1.45 MILES TO THE STATION ON
 MC1057'THE LEFT.
 MC1057'
 MC1057'STATION MARKS ARE STANDARD DISKS STAMPED GYRAL 1959.  THE SURFACE
 MC1057'DISK IS SET IN A SQUARE
 MC1057'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 119 FEET
 MC1057'EAST OF THE CENTERLINE OF WEST
 MC1057'RIDGE ROAD, 26 FEET EAST OF THE NORTHWEST CORNER OF MR. BEMISS
 MC1057'HOUSE, 18 FEET NORTHWEST OF THE
 MC1057'NORTHEAST CORNER OF AN ADDITION TO THE HOUSE, 7 FEET
 MC1057'NORTH OF THE NORTHEAST CORNER OF THE HOUSE AND 9
 MC1057'FEET SOUTH OF THE YARD FENCE.  THE
 MC1057'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES
 MC1057'BELOW THE SURFACE OF THE GROUND.
 MC1057'
 MC1057'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GYRAL NO 1 1959, IS SET
 MC1057'IN A SQUARE CONCRETE POST
 MC1057'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 14 FEET SOUTHEAST OF THE
 MC1057'NORTHEAST CORNER OF THE ADDITION
 MC1057'TO THE HOUSE, 5 FEET EAST OF THE EAST SIDE OF THE PORCH,
 MC1057'AND 1 FOOT NORTH OF THE YARD FENCE.
 MC1057'
 MC1057'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GYRAL NO 2 1959, IS SET
 MC1057'IN A SQUARE CONCRETE POST
 MC1057'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 88 FEET EAST OF THE
 MC1057'CENTERLINE OF WEST RIDGE ROAD, 15 FEET
 MC1057'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, AND 1 FOOT
 MC1057'NORTH OF THE YARD FENCE.
 MC1057'
 MC1057'AZIMUTH MARK, A STANDARD DISK STAMPED GYRAL 1959, IS SET IN A SQUARE
 MC1057'CONCRETE POST FLUSH WITH THE
 MC1057'SURFACE OF THE GROUND.  IT IS 45 FEET EAST OF THE EAST END OF THE
 MC1057'GATE WHICH IS THE ENTRANCE TO VOR,
 MC1057'CLEVELAND RADIO, CLE, 38 FEET SOUTH OF THE SOUTHEAST
 MC1057'CORNER OF THE VOR BUILDING AND 6 FEET NORTH OF
 MC1057'THE EAST-WEST WHITE BOARD FENCE.  A
 MC1057'STANDARD METAL WITNESS POST WAS SET 5.5 FEET SOUTH OF THE MARK
 MC1057'
 MC1057'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON WEST RIDGE
 MC1057'ROAD FOR 0.1 MILE TO A GATE
 MC1057'ON THE LEFT AT THE SOUTHEAST CORNER OF A BARN LOT.  PASS THROUGH GATE
 MC1057'AND GO WEST AND NORTH FOR 0.4
 MC1057'MILE TO THE VOR AND THE AZIMUTH MARK.
 MC1057
 MC1057                          STATION RECOVERY (1969)
 MC1057
 MC1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MC1057'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 MC1057'FOUND IN GOOD
 MC1057'CONDITION.  REFERENCE MARK 2 WAS FOUND UPROOTED AND THE
 MC1057'DISK WAS SALVAGED.  REFERENCE
 MC1057'MARK 3 WAS SET.  THE DISTANCE AND DIRECTION
 MC1057'TO REFERENCE MARK 1 CHECKED.  A NEW DESCRIPTION
 MC1057'FOLLOWS.
 MC1057'
 MC1057'ABOUT 5-1/2 MILES NORTH OF OBERLIN, 5 FEET NORTH OF A METAL WITNESS
 MC1057'POST, 45 FEET
 MC1057'NORTHWEST OF A 12 INCH WILLOW TREE, 74 FEET SOUTH OF A
 MC1057'FENCE LINE BETWEEN CULTIVATED
 MC1057'FIELDS, 118 FEET EAST OF THE CENTERLINE OF
 MC1057'WEST RIDGE ROAD, 58 FEET EAST OF A 12 INCH APPLE
 MC1057'TREE, 70 FEET NORTH
 MC1057'OF THE CENTERLINE OF DRIVEWAY, ABOUT 10 FEET NORTH OF A NORTH EDGE
 MC1057'OF AN OLD
 MC1057'BASEMENT, AND ON THE PROPERTY OF MR. OLIVER BEMIS.  THE MONUMENT
 MC1057'IS FLUSH AND THE DISK IS
 MC1057'STAMPED GYRAL 1959/NOTE 1A 7A)
 MC1057'
 MC1057'TO REACH FORM THE POST OFFICE IN OBERLIN, GO NORTH ON STATE HIGHWAY
 MC1057'58 FOR 5.1 MILES
 MC1057'TO THE JUNCTION OF STATE HIGHWAY 113.  TURN RIGHT
 MC1057'AND GO EAST ON HIGHWAY 113 FOR 2.6
 MC1057'MILES TO WEST RIDGE ROAD ON THE RIGHT.
 MC1057'TURN RIGHT AND GO SOUTH ON WEST RIDGE ROAD FOR 1.45
 MC1057'MILES TO THE STATION
 MC1057'ON THE LEFT.
 MC1057'
 MC1057'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON WEST
 MC1057'RIDGE ROAD FOR 0.1
 MC1057'MILE TO A GATE ON THE LEFT.  TURN LEFT AND GO NORTHWEST
 MC1057'PASSING THROUGH THE GATE FOR 0.4 MILE
 MC1057'TO THE VOR AND THE AZIMUTH
 MC1057'MARK.
 MC1057'
 MC1057'REFERENCE MARK 1 IS 15 FEET NORTHWEST OF THE WILLOW TREE, 50 FEET
 MC1057'NORTH OF THE
 MC1057'CENTERLINE OF THE DRIVE, ABOUT 10 FEET EAST OF THE EAST
 MC1057'EDGE OF AN OLD BASEMENT,
 MC1057'MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MC1057'GYRAL NO 1 1959.  (NOTE 11A)
 MC1057'
 MC1057'REFERENCE MARK 3 IS 26 FEET SOUTHEAST OF THE APPLE TREE, 86 FEET
 MC1057'EAST OF THE
 MC1057'CENTERLINE OF THE ROAD, 62 FEET NORTH OF THE CENTERLINE OF
 MC1057'THE DRIVE, MONUMENT IS FLUSH
 MC1057'AND THE DISK IS STAMPED GYRAL 1959 NO 3
 MC1057'1969.  (NOTE 11B)
 MC1057'
 MC1057'THE AZIMUTH MARK IS 45 FEET EAST OF THE EAST END OF GATE TO VOR,
 MC1057'38 FEET SOUTH OF
 MC1057'THE SOUTHEAST CORNER OF THE VOR, 6 FEET NORTH OF AN
 MC1057'EAST-WEST FENCE, 5 FEET NORTH OF A
 MC1057'METAL WITNESS POST, MONUMENT IS
 MC1057'FLUSH AND THE DISK IS STAMPED GYRAL 1959.  (NOTE 11A)
 MC1057'
 MC1057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES WEST OF
 MC1057'ELYRIA
 MC1057'
 MC1057'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MC1057
 MC1057                          STATION RECOVERY (1980)
 MC1057
 MC1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MC1057'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE STATION SITE IS NOW
 MC1057'A MINI STORAGE AREA AND THE STATION AND REFERENCE MARKS ARE ASSUMED
 MC1057'DESTROYED BY THE CONSTRUCTION.
 MC1057
 MC1057                          STATION RECOVERY (1996)
 MC1057
 MC1057'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1055 ***********************************************************************
 MC1055  DESIGNATION -  GYRAL AZ MK
 MC1055  PID         -  MC1055
 MC1055  STATE/COUNTY-  OH/LORAIN
 MC1055  USGS QUAD   -  OBERLIN (1979)
 MC1055
 MC1055                         *CURRENT SURVEY CONTROL
 MC1055  ___________________________________________________________________
 MC1055* NAD 83(1995)-  41 21 28.48437(N)    082 09 42.80682(W)     ADJUSTED  
 MC1055* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 MC1055  ___________________________________________________________________
 MC1055  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 MC1055  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 MC1055
 MC1055  HORZ ORDER  -  THIRD
 MC1055
 MC1055.The horizontal coordinates were established by classical geodetic methods
 MC1055.and adjusted by the National Geodetic Survey in April 1998..
 MC1055
 MC1055.The orthometric height was scaled from a topographic map.
 MC1055
 MC1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1055
 MC1055.The geoid height was determined by GEOID03.
 MC1055
 MC1055;                    North         East     Units Scale Factor Converg.
 MC1055;SPC OH N     -   187,862.448   628,291.012   MT  0.99995194   +0 13 19.6
 MC1055;UTM  17      - 4,579,141.138   402,812.854   MT  0.99971624   -0 46 04.1
 MC1055
 MC1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1055!SPC OH N     -   0.99996810  x   0.99995194  =   0.99992004
 MC1055!UTM  17      -   0.99996810  x   0.99971624  =   0.99968435
 MC1055
 MC1055:                Primary Azimuth Mark                     Grid Az
 MC1055:SPC OH N     -  GYRAL                                    129 28 29.9
 MC1055:UTM  17      -  GYRAL                                    130 27 53.6
 MC1055
 MC1055|---------------------------------------------------------------------|
 MC1055| PID    Reference Object                     Distance      Geod. Az  |
 MC1055|                                                           dddmmss.s |
 MC1055| MC1057 GYRAL                               APPROX. 0.7 KM 1294149.5 |
 MC1055|---------------------------------------------------------------------|
 MC1055
 MC1055                          SUPERSEDED SURVEY CONTROL
 MC1055
 MC1055  NAD 83(1995)-  41 21 28.49067(N)    082 09 42.81012(W) AD(       ) 3
 MC1055  NAD 83(1986)-  41 21 28.49373(N)    082 09 42.81579(W) AD(       ) 3
 MC1055  NAD 27      -  41 21 28.30346(N)    082 09 43.25918(W) AD(       ) 3
 MC1055
 MC1055.Superseded values are not recommended for survey control.
 MC1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1055.See file dsdata.txt to determine how the superseded data were derived.
 MC1055
 MC1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0281379141(NAD 83)
 MC1055
 MC1055  HISTORY     - Date     Condition        Report By
 MC1055  HISTORY     - 1959     MONUMENTED       CGS
 MC1055  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 MC1055
 MC1055                          STATION DESCRIPTION
 MC1055
 MC1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MC1055'SEE STATION GYRAL
 MC1055
 MC1055                          STATION RECOVERY (1996)
 MC1055
 MC1055'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1275 ***********************************************************************
 KY1275  DESIGNATION -  H 10
 KY1275  PID         -  KY1275
 KY1275  STATE/COUNTY-  OH/STARK
 KY1275  USGS QUAD   -  CANTON WEST (1985)
 KY1275
 KY1275                         *CURRENT SURVEY CONTROL
 KY1275  ___________________________________________________________________
 KY1275* NAD 83(1986)-  40 47 07.     (N)    081 26 46.     (W)     SCALED    
 KY1275* NAVD 88     -       326.988  (meters)    1072.79   (feet)  ADJUSTED  
 KY1275  ___________________________________________________________________
 KY1275  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KY1275  DYNAMIC HT  -         326.835 (meters)    1072.29  (feet)  COMP
 KY1275  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 KY1275
 KY1275  VERT ORDER  -  FIRST     CLASS II
 KY1275
 KY1275.The horizontal coordinates were scaled from a topographic map and have
 KY1275.an estimated accuracy of +/- 6 seconds.
 KY1275
 KY1275.The orthometric height was determined by differential leveling
 KY1275.and adjusted by the National Geodetic Survey in June 1991..
 KY1275
 KY1275.The geoid height was determined by GEOID03.
 KY1275
 KY1275.The dynamic height is computed by dividing the NAVD 88
 KY1275.geopotential number by the normal gravity value computed on the
 KY1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1275.degrees latitude (g = 980.6199 gals.).
 KY1275
 KY1275.The modeled gravity was interpolated from observed gravity values.
 KY1275
 KY1275;                    North         East    Units  Estimated Accuracy
 KY1275;SPC OH N     -   124,760.      688,950.      MT  (+/- 180 meters Scaled)
 KY1275
 KY1275                          SUPERSEDED SURVEY CONTROL
 KY1275
 KY1275  NGVD 29 (??/??/92)  327.174  (m)         1073.40   (f) ADJ UNCH    1 2
 KY1275
 KY1275.Superseded values are not recommended for survey control.
 KY1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1275.See file dsdata.txt to determine how the superseded data were derived.
 KY1275
 KY1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF623150(NAD 83)
 KY1275_MARKER: DB = BENCH MARK DISK
 KY1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1275_STAMPING: H 10 1934
 KY1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1275+STABILITY: SURFACE MOTION
 KY1275
 KY1275  HISTORY     - Date     Condition        Report By
 KY1275  HISTORY     - 1934     MONUMENTED       CGS
 KY1275  HISTORY     - 1943     GOOD             NGS
 KY1275  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY1275  HISTORY     - 19930422 MARK NOT FOUND   OHDT
 KY1275
 KY1275                          STATION DESCRIPTION
 KY1275
 KY1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KY1275'3.5 MI W FROM CANTON.
 KY1275'3.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1275'AT CANTON, STARK COUNTY, 325 YARDS WEST OF SIGNAL BRIDGE
 KY1275'1052, 27.6 FEET SOUTHEAST OF THE CENTER OF A DIRT-ROAD CROSSING,
 KY1275'16.2 FEET EAST OF THE DIRT ROAD, AND 16.2 FEET SOUTH OF THE
 KY1275'SOUTH RAIL OF THE SOUTH TRACK.  A STANDARD DISK, STAMPED
 KY1275'H 10 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KY1275
 KY1275                          STATION RECOVERY (1966)
 KY1275
 KY1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KY1275'MARK NOT FOUND.
 KY1275
 KY1275                          STATION RECOVERY (1993)
 KY1275
 KY1275'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 KY1275'----REPORT BY ODOT----------YEAR -- 1993 -------CONDITION - NOT FOUND
 KY1275' 
 KY1275'NOTE** DIRT ROAD IS NOW PAVED (PERRY AVE).  MEASURED THE 27.6 FT SE OF
 KY1275'THE CENTER OF RAILROAD TRACKS AND PERRY AVE. CROSSING, WHICH WOULD PUT
 KY1275'THE MARK UNDER THE ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0605 ***********************************************************************
 MB0605  DESIGNATION -  H 109
 MB0605  PID         -  MB0605
 MB0605  STATE/COUNTY-  OH/TRUMBULL
 MB0605  USGS QUAD   -  SHARON WEST (1994)
 MB0605
 MB0605                         *CURRENT SURVEY CONTROL
 MB0605  ___________________________________________________________________
 MB0605* NAD 83(1986)-  41 12 50.     (N)    080 31 28.     (W)     SCALED    
 MB0605* NAVD 88     -       257.052  (meters)     843.34   (feet)  ADJUSTED  
 MB0605  ___________________________________________________________________
 MB0605  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB0605  DYNAMIC HT  -         256.937 (meters)     842.97  (feet)  COMP
 MB0605  MODELED GRAV-     980,169.3   (mgal)                       NAVD 88
 MB0605
 MB0605  VERT ORDER  -  SECOND    CLASS 0
 MB0605
 MB0605.The horizontal coordinates were scaled from a topographic map and have
 MB0605.an estimated accuracy of +/- 6 seconds.
 MB0605
 MB0605.The orthometric height was determined by differential leveling
 MB0605.and adjusted by the National Geodetic Survey in June 1991..
 MB0605
 MB0605.The geoid height was determined by GEOID03.
 MB0605
 MB0605.The dynamic height is computed by dividing the NAVD 88
 MB0605.geopotential number by the normal gravity value computed on the
 MB0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0605.degrees latitude (g = 980.6199 gals.).
 MB0605
 MB0605.The modeled gravity was interpolated from observed gravity values.
 MB0605
 MB0605;                    North         East    Units  Estimated Accuracy
 MB0605;SPC OH N     -   173,690.      765,650.      MT  (+/- 180 meters Scaled)
 MB0605
 MB0605                          SUPERSEDED SURVEY CONTROL
 MB0605
 MB0605  NGVD 29 (??/??/92)  257.218  (m)          843.89   (f) ADJ UNCH    2 0
 MB0605
 MB0605.Superseded values are not recommended for survey control.
 MB0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0605.See file dsdata.txt to determine how the superseded data were derived.
 MB0605
 MB0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF398626(NAD 83)
 MB0605_MARKER: DB = BENCH MARK DISK
 MB0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0605_SP_SET: ABUTMENT
 MB0605_STAMPING: H 109 1935
 MB0605_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0605
 MB0605  HISTORY     - Date     Condition        Report By
 MB0605  HISTORY     - 1935     MONUMENTED       CGS
 MB0605  HISTORY     - 1950     GOOD             NGS
 MB0605  HISTORY     - 19911107 GOOD             OHDT
 MB0605  HISTORY     - 20060720 MARK NOT FOUND   GEOCAC
 MB0605
 MB0605                          STATION DESCRIPTION
 MB0605
 MB0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0605'2 MI S FROM SHARON.
 MB0605'ABOUT 2 MILES SOUTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 MB0605'SHARON, PENNSYLVANIA, ABOUT 0.4 MILE NORTH OF MILEPOST 79,
 MB0605'OPPOSITE BRIDGE 79.35, IN THE TOP AND NORTH ABUTMENT OF THE
 MB0605'EAST BRIDGE SEAT OF THE NEW YORK CENTRAL RAILROAD BRIDGE, 14
 MB0605'FEET EAST OF THE EAST RAIL OF THE NEW YORK CENTRAL TRACK AND
 MB0605'ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK DRILLED IN
 MB0605'AND STAMPED H 109 1935.
 MB0605
 MB0605                          STATION RECOVERY (1991)
 MB0605
 MB0605'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (JF)
 MB0605'RECOVERED IN GOOD CONDITION.
 MB0605
 MB0605                          STATION RECOVERY (2006)
 MB0605
 MB0605'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0135 ***********************************************************************
 JY0135  DESIGNATION -  H 112
 JY0135  PID         -  JY0135
 JY0135  STATE/COUNTY-  OH/ATHENS
 JY0135  USGS QUAD   -  THE PLAINS (1995)
 JY0135
 JY0135                         *CURRENT SURVEY CONTROL
 JY0135  ___________________________________________________________________
 JY0135* NAD 83(1986)-  39 19 51.     (N)    082 11 45.     (W)     SCALED    
 JY0135* NAVD 88     -       230.824  (meters)     757.30   (feet)  ADJUSTED  
 JY0135  ___________________________________________________________________
 JY0135  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY0135  DYNAMIC HT  -         230.685 (meters)     756.84  (feet)  COMP
 JY0135  MODELED GRAV-     980,019.0   (mgal)                       NAVD 88
 JY0135
 JY0135  VERT ORDER  -  FIRST     CLASS II
 JY0135
 JY0135.The horizontal coordinates were scaled from a topographic map and have
 JY0135.an estimated accuracy of +/- 6 seconds.
 JY0135
 JY0135.The orthometric height was determined by differential leveling
 JY0135.and adjusted by the National Geodetic Survey in June 1991..
 JY0135
 JY0135.The geoid height was determined by GEOID03.
 JY0135
 JY0135.The dynamic height is computed by dividing the NAVD 88
 JY0135.geopotential number by the normal gravity value computed on the
 JY0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0135.degrees latitude (g = 980.6199 gals.).
 JY0135
 JY0135.The modeled gravity was interpolated from observed gravity values.
 JY0135
 JY0135;                    North         East    Units  Estimated Accuracy
 JY0135;SPC OH S     -   147,780.      626,220.      MT  (+/- 180 meters Scaled)
 JY0135
 JY0135                          SUPERSEDED SURVEY CONTROL
 JY0135
 JY0135  NGVD 29 (??/??/92)  230.997  (m)          757.86   (f) ADJ UNCH    1 2
 JY0135
 JY0135.Superseded values are not recommended for survey control.
 JY0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0135.See file dsdata.txt to determine how the superseded data were derived.
 JY0135
 JY0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD969541(NAD 83)
 JY0135_MARKER: DB = BENCH MARK DISK
 JY0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0135_STAMPING: H 112 1943
 JY0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0135+STABILITY: SURFACE MOTION
 JY0135
 JY0135  HISTORY     - Date     Condition        Report By
 JY0135  HISTORY     - 1943     MONUMENTED       CGS
 JY0135
 JY0135                          STATION DESCRIPTION
 JY0135
 JY0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JY0135'1.5 MI E FROM NEW MARSHFIELD.
 JY0135'1.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY0135'STATION AT NEW MARSHFIELD, ATHENS COUNTY, 39 RAILS NORTHWEST OF
 JY0135'MILEPOST C 153, 63 FEET NORTHEAST OF POLE E 48, 53 FEET EAST OF
 JY0135'THE CENTER OF A DIRT-ROAD CROSSING, 26 FEET NORTHEAST OF THE
 JY0135'NORTHEAST RAIL, 1.7 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 JY0135'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED H 112 1943
 JY0135'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0421 ***********************************************************************
 JY0421  DESIGNATION -  H 113
 JY0421  PID         -  JY0421
 JY0421  STATE/COUNTY-  OH/VINTON
 JY0421  USGS QUAD   -  HAMDEN (1992)
 JY0421
 JY0421                         *CURRENT SURVEY CONTROL
 JY0421  ___________________________________________________________________
 JY0421* NAD 83(1986)-  39 11 12.     (N)    082 36 42.     (W)     SCALED    
 JY0421* NAVD 88     -       211.044  (meters)     692.40   (feet)  ADJUSTED  
 JY0421  ___________________________________________________________________
 JY0421  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JY0421  DYNAMIC HT  -         210.915 (meters)     691.98  (feet)  COMP
 JY0421  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 JY0421
 JY0421  VERT ORDER  -  FIRST     CLASS II
 JY0421
 JY0421.The horizontal coordinates were scaled from a topographic map and have
 JY0421.an estimated accuracy of +/- 6 seconds.
 JY0421
 JY0421.The orthometric height was determined by differential leveling
 JY0421.and adjusted by the National Geodetic Survey in June 1991..
 JY0421
 JY0421.The geoid height was determined by GEOID03.
 JY0421
 JY0421.The dynamic height is computed by dividing the NAVD 88
 JY0421.geopotential number by the normal gravity value computed on the
 JY0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0421.degrees latitude (g = 980.6199 gals.).
 JY0421
 JY0421.The modeled gravity was interpolated from observed gravity values.
 JY0421
 JY0421;                    North         East    Units  Estimated Accuracy
 JY0421;SPC OH S     -   131,740.      590,350.      MT  (+/- 180 meters Scaled)
 JY0421
 JY0421                          SUPERSEDED SURVEY CONTROL
 JY0421
 JY0421  NGVD 29 (??/??/92)  211.216  (m)          692.96   (f) ADJ UNCH    1 2
 JY0421
 JY0421.Superseded values are not recommended for survey control.
 JY0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0421.See file dsdata.txt to determine how the superseded data were derived.
 JY0421
 JY0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD608387(NAD 83)
 JY0421_MARKER: DB = BENCH MARK DISK
 JY0421_SETTING: 66 = SET IN ROCK OUTCROP
 JY0421_SP_SET: ROCK LEDGE
 JY0421_STAMPING: H 113 1943
 JY0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0421+STABILITY: POSITION/ELEVATION WELL
 JY0421
 JY0421  HISTORY     - Date     Condition        Report By
 JY0421  HISTORY     - 1943     MONUMENTED       CGS
 JY0421  HISTORY     - 1976     GOOD             NGS
 JY0421  HISTORY     - 20051030 POOR             GEOCAC
 JY0421
 JY0421                          STATION DESCRIPTION
 JY0421
 JY0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JY0421'1.4 MI NE FROM BYERS.
 JY0421'IN VINTON COUNTY, 1.4 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO
 JY0421'RAILROAD FROM THE STATION AT BYERS, JACKSON COUNTY, 0.1 MILE EAST
 JY0421'OF THE EAST END OF A CONCRETE-LINED TUNNEL, 5 RAILS EAST OF A
 JY0421'ROAD CROSSING, 18.5 FEET NORTH OF THE NORTH RAIL, IN THE FACE OF
 JY0421'A ROCK LEDGE, AND ABOUT 3-1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 JY0421'A STANDARD DISK, STAMPED H 113 1943 AND SET VERTICALLY.
 JY0421
 JY0421                          STATION RECOVERY (1976)
 JY0421
 JY0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0421'RECOVERED IN GOOD CONDITION.
 JY0421
 JY0421                          STATION RECOVERY (2005)
 JY0421
 JY0421'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0421'EDGES OF DISC HAVE BEEN PRIED AT, BUT MARK IS STILL INTACT AND DOES
 JY0421'NOT MOVE. NAD83 HANDHELD GPS COODINATES 39 11 12.0 N  082 36 40.6 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1372 ***********************************************************************
 KY1372  DESIGNATION -  H 114
 KY1372  PID         -  KY1372
 KY1372  STATE/COUNTY-  OH/BELMONT
 KY1372  USGS QUAD   -  FLUSHING (1994)
 KY1372
 KY1372                         *CURRENT SURVEY CONTROL
 KY1372  ___________________________________________________________________
 KY1372* NAD 83(1986)-  40 08 42.     (N)    081 03 52.     (W)     SCALED    
 KY1372* NAVD 88     -       344.915  (meters)    1131.61   (feet)  ADJUSTED  
 KY1372  ___________________________________________________________________
 KY1372  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY1372  DYNAMIC HT  -         344.725 (meters)    1130.99  (feet)  COMP
 KY1372  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 KY1372
 KY1372  VERT ORDER  -  FIRST     CLASS II
 KY1372
 KY1372.The horizontal coordinates were scaled from a topographic map and have
 KY1372.an estimated accuracy of +/- 6 seconds.
 KY1372
 KY1372.The orthometric height was determined by differential leveling
 KY1372.and adjusted by the National Geodetic Survey in June 1991..
 KY1372
 KY1372.The geoid height was determined by GEOID03.
 KY1372
 KY1372.The dynamic height is computed by dividing the NAVD 88
 KY1372.geopotential number by the normal gravity value computed on the
 KY1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1372.degrees latitude (g = 980.6199 gals.).
 KY1372
 KY1372.The modeled gravity was interpolated from observed gravity values.
 KY1372
 KY1372;                    North         East    Units  Estimated Accuracy
 KY1372;SPC OH S     -   239,110.      722,330.      MT  (+/- 180 meters Scaled)
 KY1372
 KY1372                          SUPERSEDED SURVEY CONTROL
 KY1372
 KY1372  NGVD 29 (??/??/92)  345.094  (m)         1132.20   (f) ADJ UNCH    1 2
 KY1372
 KY1372.Superseded values are not recommended for survey control.
 KY1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1372.See file dsdata.txt to determine how the superseded data were derived.
 KY1372
 KY1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME945438(NAD 83)
 KY1372_MARKER: DB = BENCH MARK DISK
 KY1372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1372_SP_SET: RETAINING WALL
 KY1372_STAMPING: H 114 1943
 KY1372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1372
 KY1372  HISTORY     - Date     Condition        Report By
 KY1372  HISTORY     - 1943     MONUMENTED       CGS
 KY1372
 KY1372                          STATION DESCRIPTION
 KY1372
 KY1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1372'AT FLUSHING.
 KY1372'AT FLUSHING, BELMONT COUNTY, 0.3 MILE EAST OF THE BALTIMORE
 KY1372'AND OHIO RAILROAD STATION, AT THE EAST END OF THE FLUSHING TUNNEL,
 KY1372'IN THE FACE OF THE SOUTH STONE RETAINING WALL, 0.8 FOOT WEST OF
 KY1372'THE EAST END, 7.5 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK,
 KY1372'AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KY1372'H 114 1943 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0608 ***********************************************************************
 MC0608  DESIGNATION -  H 116
 MC0608  PID         -  MC0608
 MC0608  STATE/COUNTY-  OH/HENRY
 MC0608  USGS QUAD   -  MC CLURE (1971)
 MC0608
 MC0608                         *CURRENT SURVEY CONTROL
 MC0608  ___________________________________________________________________
 MC0608* NAD 83(1995)-  41 18 46.74187(N)    083 56 28.00009(W)     ADJUSTED  
 MC0608* NAVD 88     -       208.539  (meters)     684.18   (feet)  ADJUSTED  
 MC0608  ___________________________________________________________________
 MC0608  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 MC0608  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 MC0608  DYNAMIC HT  -         208.446 (meters)     683.88  (feet)  COMP
 MC0608  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 MC0608
 MC0608  HORZ ORDER  -  THIRD
 MC0608  VERT ORDER  -  SECOND    CLASS 0
 MC0608
 MC0608.The horizontal coordinates were established by classical geodetic methods
 MC0608.and adjusted by the National Geodetic Survey in April 1998..
 MC0608
 MC0608.The orthometric height was determined by differential leveling
 MC0608.and adjusted by the National Geodetic Survey in June 1991..
 MC0608
 MC0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0608
 MC0608.The geoid height was determined by GEOID03.
 MC0608
 MC0608.The dynamic height is computed by dividing the NAVD 88
 MC0608.geopotential number by the normal gravity value computed on the
 MC0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0608.degrees latitude (g = 980.6199 gals.).
 MC0608
 MC0608.The modeled gravity was interpolated from observed gravity values.
 MC0608
 MC0608;                    North         East     Units Scale Factor Converg.
 MC0608;SPC OH N     -   183,814.991   479,338.948   MT  0.99994828   -0 56 48.3
 MC0608;UTM  17      - 4,577,675.630   253,807.759   MT  1.00034599   -1 56 33.4
 MC0608;UTM  16      - 4,578,016.771   756,052.280   MT  1.00040695   +2 01 13.8
 MC0608
 MC0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0608!SPC OH N     -   0.99997285  x   0.99994828  =   0.99992113
 MC0608!UTM  17      -   0.99997285  x   1.00034599  =   1.00031883
 MC0608!UTM  16      -   0.99997285  x   1.00040695  =   1.00037979
 MC0608
 MC0608                          SUPERSEDED SURVEY CONTROL
 MC0608
 MC0608  NAD 83(1995)-  41 18 46.75019(N)    083 56 28.00484(W) AD(       ) 3
 MC0608  NAD 83(1986)-  41 18 46.75223(N)    083 56 28.01036(W) AD(       ) 3
 MC0608  NAD 27      -  41 18 46.56700(N)    083 56 28.21300(W) AD(       ) 3
 MC0608  NGVD 29 (??/??/92)  208.740  (m)          684.84   (f) ADJ UNCH    2 0
 MC0608
 MC0608.Superseded values are not recommended for survey control.
 MC0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0608.See file dsdata.txt to determine how the superseded data were derived.
 MC0608
 MC0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5380877676(NAD 83)
 MC0608_MARKER: DB = BENCH MARK DISK
 MC0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0608_STAMPING: H 116 1947
 MC0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0608+STABILITY: SURFACE MOTION
 MC0608
 MC0608  HISTORY     - Date     Condition        Report By
 MC0608  HISTORY     - 1947     MONUMENTED       CGS
 MC0608  HISTORY     - 1963     GOOD             CGS
 MC0608  HISTORY     - 1963     GOOD             NGS
 MC0608  HISTORY     - 1965     GOOD             USE
 MC0608  HISTORY     - 1980     GOOD             LOCENG
 MC0608  HISTORY     - 1988     GOOD             USPSQD
 MC0608
 MC0608                          STATION DESCRIPTION
 MC0608
 MC0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC0608'THE STATION IS 1 MILE NORTH OF WESTHOPE IN SEC. 10, RICHFIELD
 MC0608'TOWNSHIP AT THE
 MC0608'SOUTHWEST CORNER OF THE G.F. RITZ FARM.  IT IS 7.7 M. EAST OF
 MC0608'THE CENTERLINE OF THE
 MC0608'OHIO STATE HIGHWAY 65, AND 5.9 M. NORTH OF THE
 MC0608'CENTERLINE OF THE EW SECTION ROAD.
 MC0608'
 MC0608'STATION IS 9.4 METERS (31 FEET) NE OF THE POINT OF INTERSECTION OF
 MC0608'THE CENTERLINES OF NS AND EW ROADS, S 49 DEG 05 MIN W.
 MC0608'
 MC0608'A STANDARD BENCH MARK DISK STAMPED H 116 1947 IS SET IN THE TOP
 MC0608'OF A CONCRETE
 MC0608'MONUMENT ABOUT 10 INCHES IN DIAMETER.  THIS IS BURIED SO
 MC0608'THAT THE TOP STICKS UP ABOUT 1
 MC0608'INCH ABOVE THE GROUND LEVEL.
 MC0608
 MC0608                          STATION RECOVERY (1963)
 MC0608
 MC0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC0608'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC0608'EXCEPTION--THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA
 MC0608'TARGET 6 FEET IN DIAMETER.
 MC0608'
 MC0608'ELEVATION OF DISK 684.84 FEET.
 MC0608
 MC0608                          STATION RECOVERY (1963)
 MC0608
 MC0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MC0608'1 MI N FROM WESTHOPE.
 MC0608'1.0 MILE NORTH OF WESTHOPE, HENRY COUNTY, AT THE SOUTHWEST CORNER
 MC0608'OF SECTION 10, T 4 N, R 8 E, AT THE SOUTHWEST CORNER OF THE FRED
 MC0608'RITZ FARM, IN 1947, 19 FEET NORTH OF THE CENTERLINE OF THE
 MC0608'EAST-WEST COUNTY ROAD, 26 FEET EAST OF THE CENTERLINE OF THE
 MC0608'OHIO STATE HIGHWAY 65, 32 FEET NORTHEAST OF THE CENTERLINE OF
 MC0608'THE INTERSECTION, AND 2 FEET LOWER THAN THE LEVEL OF THE ROAD
 MC0608'SURFACE, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK
 MC0608'IS SURROUNDED BY AN 8 FOOT ROUND CONCRETE CAMERA TARGET.
 MC0608
 MC0608                          STATION RECOVERY (1965)
 MC0608
 MC0608'RECOVERY NOTE BY US ENGINEERS 1965 (RWK)
 MC0608'TO REACH STA. FROM JCT OF HWYS 6 AND 65 AT MCCLURE, TRAVEL S
 MC0608'4 MI. ON HWY 65 TO THE JCT. OF HWY 65 AND TWP ROAD K.
 MC0608'
 MC0608'THE STA. IS LOCATED IN A 2 M. DIA. CONC. TARGET, 6 M. E OF THE
 MC0608'CENTERLINE OF THE HWY 65, 4 M N OF THE CENTERLINE OF THE TWP ROAD K,
 MC0608'1 M. NE OF A TELEPHONE POLE, 1-1/2 M. N OF A RD. SIGN, 25 M. NE OF
 MC0608'A POWER POLE, 30 M. NW OF A POWER POLE, AND 9 M. N OF A NE CORNER
 MC0608'OF THE CONC. BRIDGE.
 MC0608'
 MC0608'THE STA. IS APPROX. 1/2 M. LOWER THAN THE HWY.  (ELEV--684.84
 MC0608'FEET).
 MC0608'
 MC0608'STA. IS MARKED BY A STD. C. AND GS BENCH MARKER STAMPED BM H-116
 MC0608'1947.
 MC0608
 MC0608                          STATION RECOVERY (1980)
 MC0608
 MC0608'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC0608'H-116 1947 RECOVERED GOOD.
 MC0608'
 MC0608'CONC BRIDGE GONE, REPLACED WITH 96 INCHES R.C.P. 43 FEET NNE OF
 MC0608'EAST END 96 INCHES R.C.P.
 MC0608'
 MC0608'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI S, MCCLURE, OH.
 MC0608
 MC0608                          STATION RECOVERY (1988)
 MC0608
 MC0608'RECOVERY NOTE BY US POWER SQUADRON 1988 (HRS)
 MC0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0819 ***********************************************************************
 JZ0819  DESIGNATION -  H 117
 JZ0819  PID         -  JZ0819
 JZ0819  STATE/COUNTY-  OH/HAMILTON
 JZ0819  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0819
 JZ0819                         *CURRENT SURVEY CONTROL
 JZ0819  ___________________________________________________________________
 JZ0819* NAD 83(1986)-  39 08 37.     (N)    084 32 38.     (W)     SCALED    
 JZ0819* NAVD 88     -       151.415  (meters)     496.77   (feet)  ADJUSTED  
 JZ0819  ___________________________________________________________________
 JZ0819  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JZ0819  DYNAMIC HT  -         151.319 (meters)     496.45  (feet)  COMP
 JZ0819  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 JZ0819
 JZ0819  VERT ORDER  -  FIRST     CLASS II
 JZ0819
 JZ0819.The horizontal coordinates were scaled from a topographic map and have
 JZ0819.an estimated accuracy of +/- 6 seconds.
 JZ0819
 JZ0819.The orthometric height was determined by differential leveling
 JZ0819.and adjusted by the National Geodetic Survey in January 1994..
 JZ0819
 JZ0819.The geoid height was determined by GEOID03.
 JZ0819
 JZ0819.The dynamic height is computed by dividing the NAVD 88
 JZ0819.geopotential number by the normal gravity value computed on the
 JZ0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0819.degrees latitude (g = 980.6199 gals.).
 JZ0819
 JZ0819.The modeled gravity was interpolated from observed gravity values.
 JZ0819
 JZ0819;                    North         East    Units  Estimated Accuracy
 JZ0819;SPC OH S     -   128,960.      423,330.      MT  (+/- 180 meters Scaled)
 JZ0819
 JZ0819                          SUPERSEDED SURVEY CONTROL
 JZ0819
 JZ0819  NAVD 88 (06/15/91)  151.426  (m)          496.80   (f) UNKNOWN     1 2
 JZ0819  NGVD 29 (??/??/92)  151.600  (m)          497.37   (f) ADJ UNCH    1 2
 JZ0819
 JZ0819.Superseded values are not recommended for survey control.
 JZ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0819.See file dsdata.txt to determine how the superseded data were derived.
 JZ0819
 JZ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ122355(NAD 83)
 JZ0819_MARKER: DB = BENCH MARK DISK
 JZ0819_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JZ0819+WITH SETTING: PAVEMENT
 JZ0819_SP_SET: TOWER LEG FOOTING
 JZ0819_STAMPING: H 117 1949
 JZ0819_MARK LOGO: CGS   
 JZ0819_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0819+STABILITY: SURFACE MOTION
 JZ0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0819+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ0819
 JZ0819  HISTORY     - Date     Condition        Report By
 JZ0819  HISTORY     - 1949     MONUMENTED       CGS
 JZ0819  HISTORY     - 19930604 GOOD             NGS
 JZ0819
 JZ0819                          STATION DESCRIPTION
 JZ0819
 JZ0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JZ0819'AT CINCINNATI.
 JZ0819'AT CINCINNATI, ABOUT 0.4 MILE NORTH OF OVERPASS OF HOPPLE STREET
 JZ0819'OVER THE BALTIMORE AND OHIO RAILROAD, ABOUT 0.1 MILE SOUTHWEST
 JZ0819'OF THE B AND O RR ROUNDHOUSE, SET VERTICALLY AND ABOUT 2 FEET
 JZ0819'ABOVE THE GROUND IN THE WEST FACE OF THE TRIANGLE PYRAMID SHAPED
 JZ0819'CONCRETE BASE OF THE SOUTHWEST LEG OF STEEL TOWER FOR HIGH POWER
 JZ0819'LINE, 40 FEET EAST OF THE EAST RAIL OF THE EAST MAIN TRACK, 1
 JZ0819'FOOT ABOVE THE LEVEL OF THE MAIN TRACK.
 JZ0819
 JZ0819                          STATION RECOVERY (1993)
 JZ0819
 JZ0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0819'1.0 KM (0.60 MI) SOUTHERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM
 JZ0819'THE INTERSECTION OF U.S. HIGHWAY 27 IN CINCINNATI, SET VERTICALLY IN
 JZ0819'THE WEST FACE OF THE SOUTHWEST CONCRETE FOOTING FOR A HIGH LINE
 JZ0819'TOWER, 0.7 KM (0.45 MI) NORTH OF THE INTERSECTION OF HOPPLE STREET,
 JZ0819'12.5 M (41.0 FT) EAST OF THE NEAR RAIL, 4.5 M (14.8 FT) NORTH OF A
 JZ0819'CHAIN-LINK FENCE, 1.8 M (5.9 FT) EAST OF A CHAIN-LINK FENCE, 0.6 M
 JZ0819'(2.0 FT) NORTH OF THE SOUTHWEST CORNER OF THE FOOTING, AND 0.3 M (1.0
 JZ0819'FT) ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0489 ***********************************************************************
 JY0489  DESIGNATION -  H 119
 JY0489  PID         -  JY0489
 JY0489  STATE/COUNTY-  OH/ROSS
 JY0489  USGS QUAD   -  RICHMOND DALE (1992)
 JY0489
 JY0489                         *CURRENT SURVEY CONTROL
 JY0489  ___________________________________________________________________
 JY0489* NAD 83(1986)-  39 12 46.     (N)    082 52 02.     (W)     SCALED    
 JY0489* NAVD 88     -       184.608  (meters)     605.67   (feet)  ADJUSTED  
 JY0489  ___________________________________________________________________
 JY0489  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JY0489  DYNAMIC HT  -         184.495 (meters)     605.30  (feet)  COMP
 JY0489  MODELED GRAV-     980,013.8   (mgal)                       NAVD 88
 JY0489
 JY0489  VERT ORDER  -  FIRST     CLASS II
 JY0489
 JY0489.The horizontal coordinates were scaled from a topographic map and have
 JY0489.an estimated accuracy of +/- 6 seconds.
 JY0489
 JY0489.The orthometric height was determined by differential leveling
 JY0489.and adjusted by the National Geodetic Survey in June 1991..
 JY0489.WARNING-Repeat measurements at this control monument indicate possible
 JY0489.vertical movement.
 JY0489
 JY0489.The geoid height was determined by GEOID03.
 JY0489
 JY0489.The dynamic height is computed by dividing the NAVD 88
 JY0489.geopotential number by the normal gravity value computed on the
 JY0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0489.degrees latitude (g = 980.6199 gals.).
 JY0489
 JY0489.The modeled gravity was interpolated from observed gravity values.
 JY0489
 JY0489;                    North         East    Units  Estimated Accuracy
 JY0489;SPC OH S     -   134,700.      568,290.      MT  (+/- 180 meters Scaled)
 JY0489
 JY0489                          SUPERSEDED SURVEY CONTROL
 JY0489
 JY0489  NGVD 29 (??/??/92)  184.770  (m)          606.20   (f) ADJ UNCH    1 2
 JY0489
 JY0489.Superseded values are not recommended for survey control.
 JY0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0489.See file dsdata.txt to determine how the superseded data were derived.
 JY0489
 JY0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD387420(NAD 83)
 JY0489_MARKER: DB = BENCH MARK DISK
 JY0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0489_SP_SET: CATCH BASIN
 JY0489_STAMPING: H 119 1943
 JY0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0489
 JY0489  HISTORY     - Date     Condition        Report By
 JY0489  HISTORY     - 1943     MONUMENTED       CGS
 JY0489  HISTORY     - 1967     GOOD             NGS
 JY0489
 JY0489                          STATION DESCRIPTION
 JY0489
 JY0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0489'5.4 MI NE FROM OMEGA.
 JY0489'ABOUT 5.4 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0489'FROM THE CROSSING OF STATE HIGHWAY 335 AT OMEGA, ABOUT 10.35 MILES
 JY0489'SOUTHEAST OF THE BALTIMORE AND OHIO RAILROAD STATION AT CHILLICOTHE,
 JY0489'0.4 MILE SOUTHEAST OF MILEPOST N 646, 0.1 MILE NORTHWEST OF THE
 JY0489'CROSSING OF HIGBY ROAD, SET ON THE TOP OF THE SOUTH END OF THE BACK
 JY0489'CONCRETE WALL OF A CATCH BASIN, BETWEEN THE 5TH AND 6TH TELEPHONE
 JY0489'POLE NORTHWEST OF THE ROAD CROSSING, 28.5 FEET SOUTHWEST OF THE
 JY0489'SOUTHWEST RAIL, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1595 ***********************************************************************
 KZ1595  DESIGNATION -  H 12
 KZ1595  PID         -  KZ1595
 KZ1595  STATE/COUNTY-  OH/FRANKLIN
 KZ1595  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ1595
 KZ1595                         *CURRENT SURVEY CONTROL
 KZ1595  ___________________________________________________________________
 KZ1595* NAD 83(1986)-  40 05 03.     (N)    083 00 05.     (W)     SCALED    
 KZ1595* NAVD 88     -       276.869  (meters)     908.36   (feet)  ADJUSTED  
 KZ1595  ___________________________________________________________________
 KZ1595  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ1595  DYNAMIC HT  -         276.721 (meters)     907.88  (feet)  COMP
 KZ1595  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 KZ1595
 KZ1595  VERT ORDER  -  FIRST     CLASS I
 KZ1595
 KZ1595.The horizontal coordinates were scaled from a topographic map and have
 KZ1595.an estimated accuracy of +/- 6 seconds.
 KZ1595
 KZ1595.The orthometric height was determined by differential leveling
 KZ1595.and adjusted by the National Geodetic Survey in June 1991..
 KZ1595.WARNING-Repeat measurements at this control monument indicate possible
 KZ1595.vertical movement.
 KZ1595
 KZ1595.The geoid height was determined by GEOID03.
 KZ1595
 KZ1595.The dynamic height is computed by dividing the NAVD 88
 KZ1595.geopotential number by the normal gravity value computed on the
 KZ1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1595.degrees latitude (g = 980.6199 gals.).
 KZ1595
 KZ1595.The modeled gravity was interpolated from observed gravity values.
 KZ1595
 KZ1595;                    North         East    Units  Estimated Accuracy
 KZ1595;SPC OH S     -   231,500.      557,240.      MT  (+/- 180 meters Scaled)
 KZ1595
 KZ1595                          SUPERSEDED SURVEY CONTROL
 KZ1595
 KZ1595  NGVD 29 (??/??/92)  277.032  (m)          908.90   (f) ADJ UNCH    1 1
 KZ1595
 KZ1595.Superseded values are not recommended for survey control.
 KZ1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1595.See file dsdata.txt to determine how the superseded data were derived.
 KZ1595
 KZ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE293390(NAD 83)
 KZ1595_MARKER: DB = BENCH MARK DISK
 KZ1595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1595_SP_SET: SIGNAL CONTROL BOX CONCRETE BA
 KZ1595_STAMPING: H 12 1934
 KZ1595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1595
 KZ1595  HISTORY     - Date     Condition        Report By
 KZ1595  HISTORY     - 1934     MONUMENTED       CGS
 KZ1595  HISTORY     - 1967     GOOD             NGS
 KZ1595
 KZ1595                          STATION DESCRIPTION
 KZ1595
 KZ1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1595'AT WORTHINGTON.
 KZ1595'AT WORTHINGTON, ABOUT 0.3 MILE SOUTH ALONG THE NEW YORK CENTRAL
 KZ1595'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 161 AT WORTHINGTON,
 KZ1595'ABOUT 10 RAILS NORTH OF THE CROSSING OF THE PENNSYLVANIA RAILROAD,
 KZ1595'SET ON THE TOP OF THE SOUTHEAST CORNER OF A 2-FOOT WIDE-4-FOOT
 KZ1595'LONG CONCRETE BASE FOR AN ABANDONED SIGNAL CONTROL BOX, 35.3
 KZ1595'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WORTHINGTON
 KZ1595'SWITCH TOWER, 22.9 FEET EAST OF THE EAST RAIL, ABOUT FLUSH
 KZ1595'WITH THE GROUND AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1507 ***********************************************************************
 HY1507  DESIGNATION -  H 120
 HY1507  PID         -  HY1507
 HY1507  STATE/COUNTY-  OH/PIKE
 HY1507  USGS QUAD   -  WAKEFIELD (1986)
 HY1507
 HY1507                         *CURRENT SURVEY CONTROL
 HY1507  ___________________________________________________________________
 HY1507* NAD 83(1986)-  38 58 19.     (N)    083 01 16.     (W)     SCALED    
 HY1507* NAVD 88     -       171.055  (meters)     561.20   (feet)  ADJUSTED  
 HY1507  ___________________________________________________________________
 HY1507  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY1507  DYNAMIC HT  -         170.949 (meters)     560.86  (feet)  COMP
 HY1507  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 HY1507
 HY1507  VERT ORDER  -  FIRST     CLASS I
 HY1507
 HY1507.The horizontal coordinates were scaled from a topographic map and have
 HY1507.an estimated accuracy of +/- 6 seconds.
 HY1507
 HY1507.The orthometric height was determined by differential leveling
 HY1507.and adjusted by the National Geodetic Survey in June 1991..
 HY1507
 HY1507.The geoid height was determined by GEOID03.
 HY1507
 HY1507.The dynamic height is computed by dividing the NAVD 88
 HY1507.geopotential number by the normal gravity value computed on the
 HY1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1507.degrees latitude (g = 980.6199 gals.).
 HY1507
 HY1507.The modeled gravity was interpolated from observed gravity values.
 HY1507
 HY1507;                    North         East    Units  Estimated Accuracy
 HY1507;SPC OH S     -   108,030.      554,840.      MT  (+/- 180 meters Scaled)
 HY1507
 HY1507                          SUPERSEDED SURVEY CONTROL
 HY1507
 HY1507  NGVD 29 (??/??/92)  171.226  (m)          561.76   (f) ADJ UNCH    1 1
 HY1507
 HY1507.Superseded values are not recommended for survey control.
 HY1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1507.See file dsdata.txt to determine how the superseded data were derived.
 HY1507
 HY1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD249156(NAD 83)
 HY1507_MARKER: B = BOLT
 HY1507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1507_SP_SET: ABUTMENT
 HY1507_STAMPING: H 120
 HY1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1507
 HY1507  HISTORY     - Date     Condition        Report By
 HY1507  HISTORY     - UNK      MONUMENTED       NWRR
 HY1507  HISTORY     - 1967     GOOD             NGS
 HY1507
 HY1507                          STATION DESCRIPTION
 HY1507
 HY1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1507'AT WAKEFIELD.
 HY1507'AT WAKEFIELD, ALONG THE NORFOLK AND WESTERN RAILWAY, ABOUT 0.35
 HY1507'MILE NORTH OF MILEPOST N 624, SET ON THE TOP OF THE WEST END OF
 HY1507'THE NORTH CONCRETE ABUTMENT OF BRIDGE NO. 1091 OVER SALT CREEK,
 HY1507'6.5 FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF THE WEST END OF THE
 HY1507'ABUTMENT AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.  NOTE-- THE
 HY1507'BOLT WAS STAMPED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0295 ***********************************************************************
 MD0295  DESIGNATION -  H 122
 MD0295  PID         -  MD0295
 MD0295  STATE/COUNTY-  OH/PAULDING
 MD0295  USGS QUAD   -  ANTWERP (1973)
 MD0295
 MD0295                         *CURRENT SURVEY CONTROL
 MD0295  ___________________________________________________________________
 MD0295* NAD 83(1986)-  41 11 57.     (N)    084 44 48.     (W)     SCALED    
 MD0295* NAVD 88     -       220.378  (meters)     723.02   (feet)  ADJUSTED  
 MD0295  ___________________________________________________________________
 MD0295  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MD0295  DYNAMIC HT  -         220.289 (meters)     722.73  (feet)  COMP
 MD0295  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 MD0295
 MD0295  VERT ORDER  -  SECOND    CLASS 0
 MD0295
 MD0295.The horizontal coordinates were scaled from a topographic map and have
 MD0295.an estimated accuracy of +/- 6 seconds.
 MD0295
 MD0295.The orthometric height was determined by differential leveling
 MD0295.and adjusted by the National Geodetic Survey in June 1991..
 MD0295
 MD0295.The geoid height was determined by GEOID03.
 MD0295
 MD0295.The dynamic height is computed by dividing the NAVD 88
 MD0295.geopotential number by the normal gravity value computed on the
 MD0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0295.degrees latitude (g = 980.6199 gals.).
 MD0295
 MD0295.The modeled gravity was interpolated from observed gravity values.
 MD0295
 MD0295;                    North         East    Units  Estimated Accuracy
 MD0295;SPC OH N     -   172,610.      411,580.      MT  (+/- 180 meters Scaled)
 MD0295
 MD0295                          SUPERSEDED SURVEY CONTROL
 MD0295
 MD0295  NGVD 29 (??/??/92)  220.524  (m)          723.50   (f) ADJ UNCH    2 0
 MD0295
 MD0295.Superseded values are not recommended for survey control.
 MD0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0295.See file dsdata.txt to determine how the superseded data were derived.
 MD0295
 MD0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL889633(NAD 83)
 MD0295_MARKER: DB = BENCH MARK DISK
 MD0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0295_SP_SET: BRIDGE
 MD0295_STAMPING: H 122 1946
 MD0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0295
 MD0295  HISTORY     - Date     Condition        Report By
 MD0295  HISTORY     - 1946     MONUMENTED       CGS
 MD0295
 MD0295                          STATION DESCRIPTION
 MD0295
 MD0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0295'1.4 MI N FROM ANTWERP.
 MD0295'ABOUT 1.35 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST
 MD0295'OFFICE AT ANTWERP, AT THE NORTH END OF THE MAUMEE RIVER BRIDGE,
 MD0295'IN THE TOP OF THE NORTHEAST END OF THE NORTHEAST CONCRETE WING
 MD0295'WALL, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 MD0295'SOUTHWEST OF THE NORTHEAST END OF THE WING WALL, AND ABOUT
 MD0295'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0303 ***********************************************************************
 MD0303  DESIGNATION -  H 123
 MD0303  PID         -  MD0303
 MD0303  STATE/COUNTY-  OH/DEFIANCE
 MD0303  USGS QUAD   -  HICKSVILLE (1979)
 MD0303
 MD0303                         *CURRENT SURVEY CONTROL
 MD0303  ___________________________________________________________________
 MD0303* NAD 83(1986)-  41 17 34.     (N)    084 45 50.     (W)     SCALED    
 MD0303* NAVD 88     -       232.673  (meters)     763.36   (feet)  ADJUSTED  
 MD0303  ___________________________________________________________________
 MD0303  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MD0303  DYNAMIC HT  -         232.581 (meters)     763.06  (feet)  COMP
 MD0303  MODELED GRAV-     980,218.9   (mgal)                       NAVD 88
 MD0303
 MD0303  VERT ORDER  -  SECOND    CLASS 0
 MD0303
 MD0303.The horizontal coordinates were scaled from a topographic map and have
 MD0303.an estimated accuracy of +/- 6 seconds.
 MD0303
 MD0303.The orthometric height was determined by differential leveling
 MD0303.and adjusted by the National Geodetic Survey in June 1991..
 MD0303
 MD0303.The geoid height was determined by GEOID03.
 MD0303
 MD0303.The dynamic height is computed by dividing the NAVD 88
 MD0303.geopotential number by the normal gravity value computed on the
 MD0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0303.degrees latitude (g = 980.6199 gals.).
 MD0303
 MD0303.The modeled gravity was interpolated from observed gravity values.
 MD0303
 MD0303;                    North         East    Units  Estimated Accuracy
 MD0303;SPC OH N     -   183,040.      410,400.      MT  (+/- 180 meters Scaled)
 MD0303
 MD0303                          SUPERSEDED SURVEY CONTROL
 MD0303
 MD0303  NGVD 29 (??/??/92)  232.820  (m)          763.84   (f) ADJ UNCH    2 0
 MD0303
 MD0303.Superseded values are not recommended for survey control.
 MD0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0303.See file dsdata.txt to determine how the superseded data were derived.
 MD0303
 MD0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL872736(NAD 83)
 MD0303_MARKER: DB = BENCH MARK DISK
 MD0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0303_SP_SET: TOWER LEG BASE
 MD0303_STAMPING: H 123 1946
 MD0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0303
 MD0303  HISTORY     - Date     Condition        Report By
 MD0303  HISTORY     - 1946     MONUMENTED       CGS
 MD0303  HISTORY     - 1985     GOOD             USPSQD
 MD0303
 MD0303                          STATION DESCRIPTION
 MD0303
 MD0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0303'AT HICKSVILLE.
 MD0303'AT HICKSVILLE, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 MD0303'CONCRETE BASE FOR THE EAST LEG OF THE HICKSVILLE CITY WATER
 MD0303'TOWER, AND ABOUT 0.5 FOOT ABOVE THE GROUND.
 MD0303
 MD0303                          STATION RECOVERY (1985)
 MD0303
 MD0303'RECOVERY NOTE BY US POWER SQUADRON 1985
 MD0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0519 ***********************************************************************
 MD0519  DESIGNATION -  H 124
 MD0519  PID         -  MD0519
 MD0519  STATE/COUNTY-  OH/PAULDING
 MD0519  USGS QUAD   -  WOODBURN NORTH (1994)
 MD0519
 MD0519                         *CURRENT SURVEY CONTROL
 MD0519  ___________________________________________________________________
 MD0519* NAD 83(1986)-  41 13 20.     (N)    084 47 41.     (W)     SCALED    
 MD0519* NAVD 88     -       226.079  (meters)     741.73   (feet)  ADJUSTED  
 MD0519  ___________________________________________________________________
 MD0519  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MD0519  DYNAMIC HT  -         225.989 (meters)     741.43  (feet)  COMP
 MD0519  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 MD0519
 MD0519  VERT ORDER  -  SECOND    CLASS 0
 MD0519
 MD0519.The horizontal coordinates were scaled from a topographic map and have
 MD0519.an estimated accuracy of +/- 6 seconds.
 MD0519
 MD0519.The orthometric height was determined by differential leveling
 MD0519.and adjusted by the National Geodetic Survey in June 1991..
 MD0519
 MD0519.The geoid height was determined by GEOID03.
 MD0519
 MD0519.The dynamic height is computed by dividing the NAVD 88
 MD0519.geopotential number by the normal gravity value computed on the
 MD0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0519.degrees latitude (g = 980.6199 gals.).
 MD0519
 MD0519.The modeled gravity was interpolated from observed gravity values.
 MD0519
 MD0519;                    North         East    Units  Estimated Accuracy
 MD0519;SPC OH N     -   175,270.      407,620.      MT  (+/- 180 meters Scaled)
 MD0519
 MD0519                          SUPERSEDED SURVEY CONTROL
 MD0519
 MD0519  NGVD 29 (??/??/92)  226.229  (m)          742.22   (f) ADJ UNCH    2 0
 MD0519
 MD0519.Superseded values are not recommended for survey control.
 MD0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0519.See file dsdata.txt to determine how the superseded data were derived.
 MD0519
 MD0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL848657(NAD 83)
 MD0519_MARKER: DB = BENCH MARK DISK
 MD0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0519_STAMPING: H 124 1946
 MD0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0519+STABILITY: SURFACE MOTION
 MD0519
 MD0519  HISTORY     - Date     Condition        Report By
 MD0519  HISTORY     - 1946     MONUMENTED       CGS
 MD0519
 MD0519                          STATION DESCRIPTION
 MD0519
 MD0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0519'5.3 MI NW FROM ANTWERP.
 MD0519'ABOUT 3.05 MILE NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE
 MD0519'AT ANTWERP, THENCE ABOUT 2.25 MILES WEST ALONG A GRAVEL ROAD,
 MD0519'ABOUT 0.45 MILE EAST OF THE INDIANA-OHIO STATE LINE, AT THE
 MD0519'FIRST U.B. CHURCH AND CROSSROAD, 92 FEET SOUTHWEST OF AND ACROSS
 MD0519'THE ROAD FROM THE SOUTHWEST CORNER OF THE STEEPLE OF THE CHURCH,
 MD0519'43 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 18.5
 MD0519'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 22 FEET
 MD0519'EAST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, ABOUT
 MD0519'LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 MD0519'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0584 ***********************************************************************
 LA0584  DESIGNATION -  H 125
 LA0584  PID         -  LA0584
 LA0584  STATE/COUNTY-  OH/VAN WERT
 LA0584  USGS QUAD   -  WREN (1994)
 LA0584
 LA0584                         *CURRENT SURVEY CONTROL
 LA0584  ___________________________________________________________________
 LA0584* NAD 83(1986)-  40 48 55.     (N)    084 46 30.     (W)     SCALED    
 LA0584* NAVD 88     -       248.544  (meters)     815.43   (feet)  ADJUSTED  
 LA0584  ___________________________________________________________________
 LA0584  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 LA0584  DYNAMIC HT  -         248.434 (meters)     815.07  (feet)  COMP
 LA0584  MODELED GRAV-     980,176.4   (mgal)                       NAVD 88
 LA0584
 LA0584  VERT ORDER  -  SECOND    CLASS 0
 LA0584
 LA0584.The horizontal coordinates were scaled from a topographic map and have
 LA0584.an estimated accuracy of +/- 6 seconds.
 LA0584
 LA0584.The orthometric height was determined by differential leveling
 LA0584.and adjusted by the National Geodetic Survey in June 1991..
 LA0584
 LA0584.The geoid height was determined by GEOID03.
 LA0584
 LA0584.The dynamic height is computed by dividing the NAVD 88
 LA0584.geopotential number by the normal gravity value computed on the
 LA0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0584.degrees latitude (g = 980.6199 gals.).
 LA0584
 LA0584.The modeled gravity was interpolated from observed gravity values.
 LA0584
 LA0584;                    North         East    Units  Estimated Accuracy
 LA0584;SPC OH N     -   130,050.      408,090.      MT  (+/- 180 meters Scaled)
 LA0584
 LA0584                          SUPERSEDED SURVEY CONTROL
 LA0584
 LA0584  NGVD 29 (??/??/92)  248.702  (m)          815.95   (f) ADJ UNCH    2 0
 LA0584
 LA0584.Superseded values are not recommended for survey control.
 LA0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0584.See file dsdata.txt to determine how the superseded data were derived.
 LA0584
 LA0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL876206(NAD 83)
 LA0584_MARKER: DB = BENCH MARK DISK
 LA0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0584_STAMPING: H 125 1947
 LA0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0584+STABILITY: SURFACE MOTION
 LA0584
 LA0584  HISTORY     - Date     Condition        Report By
 LA0584  HISTORY     - 1947     MONUMENTED       CGS
 LA0584
 LA0584                          STATION DESCRIPTION
 LA0584
 LA0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0584'1 MI N FROM WREN.
 LA0584'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE
 LA0584'AT WREN, ABOUT 1.0 MILE SOUTH OF THE PLEASANT VIEW BAPTIST
 LA0584'CHURCH, AT A CROSS ROAD, 31 FEET WEST OF THE CENTER LINE OF THE
 LA0584'HIGHWAY, 88 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 65
 LA0584'FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE, 2
 LA0584'FEET NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER, 2 FEET SOUTH OF A
 LA0584'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LA0584'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0747 ***********************************************************************
 LA0747  DESIGNATION -  H 126
 LA0747  PID         -  LA0747
 LA0747  STATE/COUNTY-  OH/VAN WERT
 LA0747  USGS QUAD   -  CONVOY (1980)
 LA0747
 LA0747                         *CURRENT SURVEY CONTROL
 LA0747  ___________________________________________________________________
 LA0747* NAD 83(1986)-  40 56 45.     (N)    084 41 17.     (W)     SCALED    
 LA0747* NAVD 88     -       234.054  (meters)     767.89   (feet)  ADJUSTED  
 LA0747  ___________________________________________________________________
 LA0747  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 LA0747  DYNAMIC HT  -         233.953 (meters)     767.56  (feet)  COMP
 LA0747  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 LA0747
 LA0747  VERT ORDER  -  SECOND    CLASS 0
 LA0747
 LA0747.The horizontal coordinates were scaled from a topographic map and have
 LA0747.an estimated accuracy of +/- 6 seconds.
 LA0747
 LA0747.The orthometric height was determined by differential leveling
 LA0747.and adjusted by the National Geodetic Survey in June 1991..
 LA0747
 LA0747.The geoid height was determined by GEOID03.
 LA0747
 LA0747.The dynamic height is computed by dividing the NAVD 88
 LA0747.geopotential number by the normal gravity value computed on the
 LA0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0747.degrees latitude (g = 980.6199 gals.).
 LA0747
 LA0747.The modeled gravity was interpolated from observed gravity values.
 LA0747
 LA0747;                    North         East    Units  Estimated Accuracy
 LA0747;SPC OH N     -   144,360.      415,790.      MT  (+/- 180 meters Scaled)
 LA0747
 LA0747                          SUPERSEDED SURVEY CONTROL
 LA0747
 LA0747  NGVD 29 (??/??/92)  234.211  (m)          768.41   (f) ADJ UNCH    2 0
 LA0747
 LA0747.Superseded values are not recommended for survey control.
 LA0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0747.See file dsdata.txt to determine how the superseded data were derived.
 LA0747
 LA0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL946353(NAD 83)
 LA0747_MARKER: DB = BENCH MARK DISK
 LA0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0747_STAMPING: H 126 1947
 LA0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0747+STABILITY: SURFACE MOTION
 LA0747
 LA0747  HISTORY     - Date     Condition        Report By
 LA0747  HISTORY     - 1947     MONUMENTED       CGS
 LA0747
 LA0747                          STATION DESCRIPTION
 LA0747
 LA0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0747'5.7 MI W FROM CAVETT.
 LA0747'ABOUT 5.7 MILES WEST ALONG A BLACK TOP ROAD FROM THE CINCINNATI
 LA0747'NORTHERN RAILROAD STATION AT CAVETT, AT THE EAST END OF AN
 LA0747'OFFSET TO THE ROAD (A SHORT DOUBLE TURN IN THE ROAD-THE WEST
 LA0747'TANGENT BEING FURTHER NORTH), 21 FEET SOUTH OF THE CENTER LINE
 LA0747'OF THE ROAD, 12 FEET EAST OF THE CENTER OF A DITCH RUNNING
 LA0747'NORTH-SOUTH, 13.5 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 LA0747'DITCH, 66 FEET SOUTHEAST AND ACROSS THE ROAD FROM A LONE 14-INCH
 LA0747'TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LA0747'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0747'4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT
 LA0747'CONVOY BY GOING ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 49,
 LA0747'THENCE ABOUT 0.15 MILE NORTH ALONG A BLACK TOP ROAD, THENCE ABOUT
 LA0747'1.05 MILES EAST ALONG A BLACK TOP ROAD LEADING TO CAVETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0605 ***********************************************************************
 LA0605  DESIGNATION -  H 127
 LA0605  PID         -  LA0605
 LA0605  STATE/COUNTY-  OH/MERCER
 LA0605  USGS QUAD   -  WILLSHIRE (1960)
 LA0605
 LA0605                         *CURRENT SURVEY CONTROL
 LA0605  ___________________________________________________________________
 LA0605* NAD 83(1986)-  40 38 24.     (N)    084 47 05.     (W)     SCALED    
 LA0605* NAVD 88     -       254.684  (meters)     835.58   (feet)  ADJUSTED  
 LA0605  ___________________________________________________________________
 LA0605  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 LA0605  DYNAMIC HT  -         254.565 (meters)     835.19  (feet)  COMP
 LA0605  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 LA0605
 LA0605  VERT ORDER  -  SECOND    CLASS 0
 LA0605
 LA0605.The horizontal coordinates were scaled from a topographic map and have
 LA0605.an estimated accuracy of +/- 6 seconds.
 LA0605
 LA0605.The orthometric height was determined by differential leveling
 LA0605.and adjusted by the National Geodetic Survey in June 1991..
 LA0605
 LA0605.The geoid height was determined by GEOID03.
 LA0605
 LA0605.The dynamic height is computed by dividing the NAVD 88
 LA0605.geopotential number by the normal gravity value computed on the
 LA0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0605.degrees latitude (g = 980.6199 gals.).
 LA0605
 LA0605.The modeled gravity was interpolated from observed gravity values.
 LA0605
 LA0605;                    North         East    Units  Estimated Accuracy
 LA0605;SPC OH N     -   110,620.      406,760.      MT  (+/- 180 meters Scaled)
 LA0605
 LA0605                          SUPERSEDED SURVEY CONTROL
 LA0605
 LA0605  NGVD 29 (??/??/92)  254.840  (m)          836.09   (f) ADJ UNCH    2 0
 LA0605
 LA0605.Superseded values are not recommended for survey control.
 LA0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0605.See file dsdata.txt to determine how the superseded data were derived.
 LA0605
 LA0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL873011(NAD 83)
 LA0605_MARKER: DB = BENCH MARK DISK
 LA0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0605_STAMPING: H 127 1947
 LA0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0605+STABILITY: SURFACE MOTION
 LA0605
 LA0605  HISTORY     - Date     Condition        Report By
 LA0605  HISTORY     - 1947     MONUMENTED       CGS
 LA0605
 LA0605                          STATION DESCRIPTION
 LA0605
 LA0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0605'AT CHATTANOOGA.
 LA0605'AT CHATTANOOGA, IN THE NORTH PART OF TOWN, ABOUT 250 FEET SOUTH
 LA0605'OF THE CENTER OF A CROSS ROAD, AT THE CHATTANOOGA METHODIST
 LA0605'CHURCH, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15.7
 LA0605'FEET NORTH OF THE NORTHWEST CORNER OF THE CHURCH BUILDING, 23
 LA0605'FEET EAST OF THE WEST END OF A WIRE FENCE, 1 FOOT SOUTH OF THE
 LA0605'FENCE LINE, 9 FEET EAST OF AN 8-INCH MAPLE TREE, 2 FEET WEST OF
 LA0605'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 LA0605'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0551 ***********************************************************************
 LA0551  DESIGNATION -  H 128
 LA0551  PID         -  LA0551
 LA0551  STATE/COUNTY-  OH/MERCER
 LA0551  USGS QUAD   -  ERASTUS (1980)
 LA0551
 LA0551                         *CURRENT SURVEY CONTROL
 LA0551  ___________________________________________________________________
 LA0551* NAD 83(1986)-  40 32 44.     (N)    084 43 36.     (W)     SCALED    
 LA0551* NAVD 88     -       264.087  (meters)     866.43   (feet)  ADJUSTED  
 LA0551  ___________________________________________________________________
 LA0551  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LA0551  DYNAMIC HT  -         263.962 (meters)     866.02  (feet)  COMP
 LA0551  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 LA0551
 LA0551  VERT ORDER  -  SECOND    CLASS 0
 LA0551
 LA0551.The horizontal coordinates were scaled from a topographic map and have
 LA0551.an estimated accuracy of +/- 6 seconds.
 LA0551
 LA0551.The orthometric height was determined by differential leveling
 LA0551.and adjusted by the National Geodetic Survey in June 1991..
 LA0551
 LA0551.The geoid height was determined by GEOID03.
 LA0551
 LA0551.The dynamic height is computed by dividing the NAVD 88
 LA0551.geopotential number by the normal gravity value computed on the
 LA0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0551.degrees latitude (g = 980.6199 gals.).
 LA0551
 LA0551.The modeled gravity was interpolated from observed gravity values.
 LA0551
 LA0551;                    North         East    Units  Estimated Accuracy
 LA0551;SPC OH N     -   100,010.      411,400.      MT  (+/- 180 meters Scaled)
 LA0551
 LA0551                          SUPERSEDED SURVEY CONTROL
 LA0551
 LA0551  NGVD 29 (??/??/92)  264.24   (m)          866.9    (f) COMPUTED    2 0
 LA0551
 LA0551.Superseded values are not recommended for survey control.
 LA0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0551.See file dsdata.txt to determine how the superseded data were derived.
 LA0551
 LA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK925907(NAD 83)
 LA0551_MARKER: DB = BENCH MARK DISK
 LA0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0551_STAMPING: H 128 1947
 LA0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0551+STABILITY: SURFACE MOTION
 LA0551
 LA0551  HISTORY     - Date     Condition        Report By
 LA0551  HISTORY     - 1947     MONUMENTED       CGS
 LA0551
 LA0551                          STATION DESCRIPTION
 LA0551
 LA0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0551'1.2 MI E FROM WABASH.
 LA0551'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 29 FROM THE CROSSROADS
 LA0551'AT WABASH, ABOUT 0.75 MILE EAST OF THE BRIDGE OVER THE WABASH
 LA0551'RIVER, AT A CROSS ROAD, 62.5 FEET NORTH OF THE CENTER LINE
 LA0551'OF THE HIGHWAY, 20 FEET EAST OF THE CENTER LINE OF THE CROSS
 LA0551'ROAD, 39 FEET NORTH OF A FENCE CORNER, 40.5 FEET NORTH OF THE
 LA0551'NORTH END OF THE RIGHT-ANGLE SHAPED HEAD WALL OF A PIPE CULVERT,
 LA0551'1.2 FEET WEST OF THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 LA0551'WITNESS POST, ABOUT 0.5 FOOT BELOW THE ROAD NORTH AND SET IN THE
 LA0551'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0552 ***********************************************************************
 LA0552  DESIGNATION -  H 128 RESET
 LA0552  PID         -  LA0552
 LA0552  STATE/COUNTY-  OH/MERCER
 LA0552  USGS QUAD   -  ERASTUS (1980)
 LA0552
 LA0552                         *CURRENT SURVEY CONTROL
 LA0552  ___________________________________________________________________
 LA0552* NAD 83(1986)-  40 32 44.     (N)    084 43 36.     (W)     SCALED    
 LA0552* NAVD 88     -       263.67   (+/-2cm)     865.1    (feet)  VERTCON   
 LA0552  ___________________________________________________________________
 LA0552  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 LA0552
 LA0552  VERT ORDER  -  THIRD (See Below)
 LA0552
 LA0552.The horizontal coordinates were scaled from a topographic map and have
 LA0552.an estimated accuracy of +/- 6 seconds.
 LA0552
 LA0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA0552.The vertical order pertains to the NGVD 29 superseded value.
 LA0552
 LA0552.The geoid height was determined by GEOID03.
 LA0552
 LA0552;                    North         East    Units  Estimated Accuracy
 LA0552;SPC OH N     -   100,010.      411,400.      MT  (+/- 180 meters Scaled)
 LA0552
 LA0552                          SUPERSEDED SURVEY CONTROL
 LA0552
 LA0552  NGVD 29 (??/??/??)  263.83   (m)          865.6    (f) RESET       3  
 LA0552
 LA0552.Superseded values are not recommended for survey control.
 LA0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0552.See file dsdata.txt to determine how the superseded data were derived.
 LA0552
 LA0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK925907(NAD 83)
 LA0552_MARKER: DB = BENCH MARK DISK
 LA0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0552_STAMPING: H 128 RESET 1954
 LA0552_MARK LOGO: CGS   
 LA0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0552+STABILITY: SURFACE MOTION
 LA0552
 LA0552  HISTORY     - Date     Condition        Report By
 LA0552  HISTORY     - 1954     MONUMENTED       OHHD
 LA0552  HISTORY     - 1955     GOOD             CGS
 LA0552  HISTORY     - 1959     MARK NOT FOUND   USGS
 LA0552
 LA0552                          STATION DESCRIPTION
 LA0552
 LA0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 LA0552'1.3 MI E FROM WABASH.
 LA0552'1.3 MILES EAST ALONG STATE HIGHWAY 29 FROM THE CROSSROADS AT
 LA0552'WABASH, MERCER COUNTY, 0.85 MILE EAST OF THE BRIDGE OVER WABASH
 LA0552'RIVER, AT A CROSS ROAD, 140 FEET EAST OF THE CENTERLINE OF THE
 LA0552'ROAD, 54 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 LA0552'WEST OF A POLE, 80 FEET NORTHWEST OF A CONCRETE HEADWALL OF A
 LA0552'PIPE CULVERT, AND 2 FEET SOUTHWEST OF A WHITE WOODEN CORNER POST.
 LA0552
 LA0552                          STATION RECOVERY (1959)
 LA0552
 LA0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LA0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA1970 ***********************************************************************
 LA1970  DESIGNATION -  H 129 RESET
 LA1970  PID         -  LA1970
 LA1970  STATE/COUNTY-  OH/DARKE
 LA1970  USGS QUAD   -  GREENVILLE EAST (1984)
 LA1970
 LA1970                         *CURRENT SURVEY CONTROL
 LA1970  ___________________________________________________________________
 LA1970* NAD 83(1986)-  40 06 31.     (N)    084 37 27.     (W)     SCALED    
 LA1970* NAVD 88     -       311.31   (meters)    1021.4    (feet)  RESET     
 LA1970  ___________________________________________________________________
 LA1970  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LA1970
 LA1970  VERT ORDER  -  THIRD
 LA1970
 LA1970.The horizontal coordinates were scaled from a topographic map and have
 LA1970.an estimated accuracy of +/- 6 seconds.
 LA1970
 LA1970.The orthometric height was computed from unverified reset data.
 LA1970.No vertical observational check was made to the station.
 LA1970
 LA1970.The geoid height was determined by GEOID03.
 LA1970
 LA1970;                    North         East    Units  Estimated Accuracy
 LA1970;SPC OH S     -   236,220.      418,910.      MT  (+/- 180 meters Scaled)
 LA1970
 LA1970                          SUPERSEDED SURVEY CONTROL
 LA1970
 LA1970  NGVD 29 (10/13/05)  311.46   (m)         1021.8    (f) RESET       3  
 LA1970
 LA1970.Superseded values are not recommended for survey control.
 LA1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA1970.See file dsdata.txt to determine how the superseded data were derived.
 LA1970
 LA1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK024425(NAD 83)
 LA1970_MARKER: DB = BENCH MARK DISK
 LA1970_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LA1970_SP_SET: FLAGPOLE
 LA1970_STAMPING: H 129 RESET 1975
 LA1970_MARK LOGO: NGS   
 LA1970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA1970
 LA1970  HISTORY     - Date     Condition        Report By
 LA1970  HISTORY     - 1975     MONUMENTED       OHDT
 LA1970
 LA1970                          STATION DESCRIPTION
 LA1970
 LA1970'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1975
 LA1970'0.65 MI NE FROM GREENVILLE.
 LA1970'0.65 MILE NORTHEAST ALONG STATE ROUTE 121 FROM THE CITY HALL IN
 LA1970'GREENVILLE, IN TOP OF A 2 FOOT BY 2 FOOT BY 4 FOOT HIGH CONCRETE
 LA1970'BASE FOR THE FLAG POLE IN THE CITY PARK, 121.0 FEET WEST-NORTHWEST
 LA1970'OF THE CENTERLINE OF STATE ROUTE 121, AND 125.0 FEET SOUTH-SOUTHWEST
 LA1970'OF THE CENTERLINE OF ANTHONY STREET.
 LA1970'THE MARK IS 1.0 FT ABOVE STATE ROUTE 121.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0020 ***********************************************************************
 MC0020  DESIGNATION -  H 13
 MC0020  PID         -  MC0020
 MC0020  STATE/COUNTY-  OH/LORAIN
 MC0020  USGS QUAD   -  AVON (1979)
 MC0020
 MC0020                         *CURRENT SURVEY CONTROL
 MC0020  ___________________________________________________________________
 MC0020* NAD 83(1986)-  41 28 43.     (N)    082 03 40.     (W)     SCALED    
 MC0020* NAVD 88     -       190.887  (meters)     626.27   (feet)  ADJUSTED  
 MC0020  ___________________________________________________________________
 MC0020  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MC0020  DYNAMIC HT  -         190.812 (meters)     626.02  (feet)  COMP
 MC0020  MODELED GRAV-     980,230.6   (mgal)                       NAVD 88
 MC0020
 MC0020  VERT ORDER  -  SECOND    CLASS 0
 MC0020
 MC0020.The horizontal coordinates were scaled from a topographic map and have
 MC0020.an estimated accuracy of +/- 6 seconds.
 MC0020
 MC0020.The orthometric height was determined by differential leveling
 MC0020.and adjusted by the National Geodetic Survey in June 1991..
 MC0020
 MC0020.The geoid height was determined by GEOID03.
 MC0020
 MC0020.The dynamic height is computed by dividing the NAVD 88
 MC0020.geopotential number by the normal gravity value computed on the
 MC0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0020.degrees latitude (g = 980.6199 gals.).
 MC0020
 MC0020.The modeled gravity was interpolated from observed gravity values.
 MC0020
 MC0020;                    North         East    Units  Estimated Accuracy
 MC0020;SPC OH N     -   201,300.      636,660.      MT  (+/- 180 meters Scaled)
 MC0020
 MC0020                          SUPERSEDED SURVEY CONTROL
 MC0020
 MC0020  NGVD 29 (??/??/92)  191.082  (m)          626.91   (f) ADJ UNCH    2 0
 MC0020
 MC0020.Superseded values are not recommended for survey control.
 MC0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0020.See file dsdata.txt to determine how the superseded data were derived.
 MC0020
 MC0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF114924(NAD 83)
 MC0020_MARKER: DB = BENCH MARK DISK
 MC0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0020_STAMPING: H 13 1934
 MC0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0020+STABILITY: SURFACE MOTION
 MC0020
 MC0020  HISTORY     - Date     Condition        Report By
 MC0020  HISTORY     - 1934     MONUMENTED       CGS
 MC0020  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0020  HISTORY     - 1987     MARK NOT FOUND   OHDT
 MC0020  HISTORY     - 19951125 MARK NOT FOUND   USPSQD
 MC0020
 MC0020                          STATION DESCRIPTION
 MC0020
 MC0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0020'2.3 MI W FROM AVON.
 MC0020'2.3 MILES WEST ALONG THE NEW YORK, CHICAGO, AND ST. LOUIS
 MC0020'RAILROAD FROM THE STATION AT AVON, LORAIN COUNTY, IN THE SOUTHEAST
 MC0020'QUARTER OF THE CROSSING OF AN ABANDONED STREET-CAR LINE, 43.3
 MC0020'FEET EAST OF THE STREET-CAR LINE, 38.9 FEET SOUTH OF THE SOUTH
 MC0020'RAIL, 90 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 4 FEET WEST
 MC0020'OF A FENCE, AND ABOUT 5 FEET BELOW THE BASE OF THE RAIL.  A
 MC0020'STANDARD DISK, STAMPED H 13 1934 AND SET IN THE TOP OF A CONCRETE
 MC0020'POST.
 MC0020
 MC0020                          STATION RECOVERY (1980)
 MC0020
 MC0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0020'NOT RECOVERED, CONSIDERED DESTROYED, A CONCRETE POST WAS FOUND
 MC0020'UPROOTED AND LYING ON THE GROUND, BUT NO DISK WAS RECOVERED.
 MC0020
 MC0020                          STATION RECOVERY (1987)
 MC0020
 MC0020'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0020'MARK NOT FOUND.
 MC0020
 MC0020                          STATION RECOVERY (1995)
 MC0020
 MC0020'RECOVERY NOTE BY US POWER SQUADRON 1995
 MC0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1275 ***********************************************************************
 JZ1275  DESIGNATION -  H 130
 JZ1275  PID         -  JZ1275
 JZ1275  STATE/COUNTY-  OH/PREBLE
 JZ1275  USGS QUAD   -  NEW PARIS (1981)
 JZ1275
 JZ1275                         *CURRENT SURVEY CONTROL
 JZ1275  ___________________________________________________________________
 JZ1275* NAD 83(1986)-  39 52 13.     (N)    084 45 17.     (W)     SCALED    
 JZ1275* NAVD 88     -       358.046  (meters)    1174.69   (feet)  ADJUSTED  
 JZ1275  ___________________________________________________________________
 JZ1275  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JZ1275  DYNAMIC HT  -         357.837 (meters)    1174.00  (feet)  COMP
 JZ1275  MODELED GRAV-     980,031.8   (mgal)                       NAVD 88
 JZ1275
 JZ1275  VERT ORDER  -  SECOND    CLASS 0
 JZ1275
 JZ1275.The horizontal coordinates were scaled from a topographic map and have
 JZ1275.an estimated accuracy of +/- 6 seconds.
 JZ1275
 JZ1275.The orthometric height was determined by differential leveling
 JZ1275.and adjusted by the National Geodetic Survey in June 1991..
 JZ1275
 JZ1275.The geoid height was determined by GEOID03.
 JZ1275
 JZ1275.The dynamic height is computed by dividing the NAVD 88
 JZ1275.geopotential number by the normal gravity value computed on the
 JZ1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1275.degrees latitude (g = 980.6199 gals.).
 JZ1275
 JZ1275.The modeled gravity was interpolated from observed gravity values.
 JZ1275
 JZ1275;                    North         East    Units  Estimated Accuracy
 JZ1275;SPC OH S     -   210,040.      407,120.      MT  (+/- 180 meters Scaled)
 JZ1275
 JZ1275                          SUPERSEDED SURVEY CONTROL
 JZ1275
 JZ1275  NGVD 29 (??/??/92)  358.192  (m)         1175.17   (f) ADJ UNCH    2 0
 JZ1275
 JZ1275.Superseded values are not recommended for survey control.
 JZ1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1275.See file dsdata.txt to determine how the superseded data were derived.
 JZ1275
 JZ1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK920157(NAD 83)
 JZ1275_MARKER: DB = BENCH MARK DISK
 JZ1275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1275_SP_SET: CULVERT
 JZ1275_STAMPING: H 130 1947
 JZ1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1275
 JZ1275  HISTORY     - Date     Condition        Report By
 JZ1275  HISTORY     - 1947     MONUMENTED       CGS
 JZ1275
 JZ1275                          STATION DESCRIPTION
 JZ1275
 JZ1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1275'2.4 MI NE FROM NEW PARIS.
 JZ1275'1.5 MILES EAST ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT
 JZ1275'NEW PARIS, THENCE ABOUT 0.5 MILE NORTH AND 0.35 MILE EAST ALONG
 JZ1275'A GRAVEL ROAD, ABOUT 0.5 MILE WEST OF A TURN IN THE ROAD WITH
 JZ1275'TANGENTS NORTH AND WEST, SET IN THE TOP OF THE WEST END OF THE
 JZ1275'SOUTH CONCRETE HEAD WALL OF A 5-FOOT STONE CULVERT, 17 FEET SOUTH
 JZ1275'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0322 ***********************************************************************
 LA0322  DESIGNATION -  H 131
 LA0322  PID         -  LA0322
 LA0322  STATE/COUNTY-  OH/DARKE
 LA0322  USGS QUAD   -  ROSSBURG (1961)
 LA0322
 LA0322                         *CURRENT SURVEY CONTROL
 LA0322  ___________________________________________________________________
 LA0322* NAD 83(1986)-  40 16 53.     (N)    084 41 10.     (W)     SCALED    
 LA0322* NAVD 88     -       324.503  (meters)    1064.64   (feet)  ADJUSTED  
 LA0322  ___________________________________________________________________
 LA0322  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LA0322  DYNAMIC HT  -         324.337 (meters)    1064.10  (feet)  COMP
 LA0322  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 LA0322
 LA0322  VERT ORDER  -  SECOND    CLASS 0
 LA0322
 LA0322.The horizontal coordinates were scaled from a topographic map and have
 LA0322.an estimated accuracy of +/- 6 seconds.
 LA0322
 LA0322.The orthometric height was determined by differential leveling
 LA0322.and adjusted by the National Geodetic Survey in June 1991..
 LA0322
 LA0322.The geoid height was determined by GEOID03.
 LA0322
 LA0322.The dynamic height is computed by dividing the NAVD 88
 LA0322.geopotential number by the normal gravity value computed on the
 LA0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0322.degrees latitude (g = 980.6199 gals.).
 LA0322
 LA0322.The modeled gravity was interpolated from observed gravity values.
 LA0322
 LA0322;                    North         East    Units  Estimated Accuracy
 LA0322;SPC OH S     -   255,530.      414,100.      MT  (+/- 180 meters Scaled)
 LA0322
 LA0322                          SUPERSEDED SURVEY CONTROL
 LA0322
 LA0322  NGVD 29 (??/??/92)  324.652  (m)         1065.13   (f) ADJ UNCH    2 0
 LA0322
 LA0322.Superseded values are not recommended for survey control.
 LA0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0322.See file dsdata.txt to determine how the superseded data were derived.
 LA0322
 LA0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK967615(NAD 83)
 LA0322_MARKER: DB = BENCH MARK DISK
 LA0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0322_STAMPING: H 131 1947
 LA0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0322+STABILITY: SURFACE MOTION
 LA0322
 LA0322  HISTORY     - Date     Condition        Report By
 LA0322  HISTORY     - 1947     MONUMENTED       CGS
 LA0322
 LA0322                          STATION DESCRIPTION
 LA0322
 LA0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0322'1.5 MI E FROM LIGHTSVILLE.
 LA0322'ABOUT 1.5 MILES EAST ALONG THE ROSSBURG ROAD FROM THE CROSSROADS
 LA0322'AT LIGHTSVILLE, ABOUT 0.6 MILE WEST OF A CROSSROAD AND CEMETERY,
 LA0322'ABOUT 0.45 MILE EAST OF A GRAVEL ROAD, AT A CHURCH ON THE SOUTH
 LA0322'SIDE OF THE ROAD, 49 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LA0322'CHURCH, 227 FEET WEST OF THE SOUTH END OF A 3-FOOT CORRUGATED
 LA0322'PIPE CULVERT, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5 FEET
 LA0322'SOUTH OF A FENCE CORNER POST, 1 FOOT WEST OF THE FENCE LINE, 2 FEET
 LA0322'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 LA0322'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE--
 LA0322'MARK IS ABOUT 2.55 MILES WEST ALONG THE LIGHTSVILLE ROAD FROM THE
 LA0322'NEW YORK CENTRAL RAILROAD STATION AT ROSSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1370 ***********************************************************************
 JZ1370  DESIGNATION -  H 132
 JZ1370  PID         -  JZ1370
 JZ1370  STATE/COUNTY-  OH/PREBLE
 JZ1370  USGS QUAD   -  NEW MADISON (1984)
 JZ1370
 JZ1370                         *CURRENT SURVEY CONTROL
 JZ1370  ___________________________________________________________________
 JZ1370* NAD 83(1986)-  39 54 00.     (N)    084 37 36.     (W)     SCALED    
 JZ1370* NAVD 88     -       332.844  (meters)    1092.01   (feet)  ADJUSTED  
 JZ1370  ___________________________________________________________________
 JZ1370  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JZ1370  DYNAMIC HT  -         332.654 (meters)    1091.38  (feet)  COMP
 JZ1370  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 JZ1370
 JZ1370  VERT ORDER  -  SECOND    CLASS 0
 JZ1370
 JZ1370.The horizontal coordinates were scaled from a topographic map and have
 JZ1370.an estimated accuracy of +/- 6 seconds.
 JZ1370
 JZ1370.The orthometric height was determined by differential leveling
 JZ1370.and adjusted by the National Geodetic Survey in June 1991..
 JZ1370
 JZ1370.The geoid height was determined by GEOID03.
 JZ1370
 JZ1370.The dynamic height is computed by dividing the NAVD 88
 JZ1370.geopotential number by the normal gravity value computed on the
 JZ1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1370.degrees latitude (g = 980.6199 gals.).
 JZ1370
 JZ1370.The modeled gravity was interpolated from observed gravity values.
 JZ1370
 JZ1370;                    North         East    Units  Estimated Accuracy
 JZ1370;SPC OH S     -   213,070.      418,150.      MT  (+/- 180 meters Scaled)
 JZ1370
 JZ1370                          SUPERSEDED SURVEY CONTROL
 JZ1370
 JZ1370  NGVD 29 (??/??/92)  332.996  (m)         1092.50   (f) ADJ UNCH    2 0
 JZ1370
 JZ1370.Superseded values are not recommended for survey control.
 JZ1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1370.See file dsdata.txt to determine how the superseded data were derived.
 JZ1370
 JZ1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK028193(NAD 83)
 JZ1370_MARKER: DD = SURVEY DISK
 JZ1370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ1370_SP_SET: CULVERT
 JZ1370_STAMPING: H 132 1947
 JZ1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ1370
 JZ1370  HISTORY     - Date     Condition        Report By
 JZ1370  HISTORY     - 1947     MONUMENTED       OHGS
 JZ1370  HISTORY     - 1947     GOOD             NGS
 JZ1370  HISTORY     - 20030509 MARK NOT FOUND   GEOCAC
 JZ1370
 JZ1370                          STATION DESCRIPTION
 JZ1370
 JZ1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1370'AT WEST MANCHESTER.
 JZ1370'AT WEST MANCHESTER, ABOUT 0.15 MILE SOUTH OF THE POST OFFICE, AT
 JZ1370'THE SOUTH CITY LIMITS, SET IN THE TOP OF THE CENTER OF THE EAST
 JZ1370'HEAD WALL OF A 5-FOOT CONCRETE CULVERT, 18.5 FEET EAST OF AND
 JZ1370'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  NOTE-- FOUND
 JZ1370'UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.
 JZ1370
 JZ1370                          STATION RECOVERY (2003)
 JZ1370
 JZ1370'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1370'TOP SURFACE OF THE HEADWALL HAS CRUMBLED AWAY.  THE DISK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1382 ***********************************************************************
 JZ1382  DESIGNATION -  H 133
 JZ1382  PID         -  JZ1382
 JZ1382  STATE/COUNTY-  OH/PREBLE
 JZ1382  USGS QUAD   -  LEWISBURG (1974)
 JZ1382
 JZ1382                         *CURRENT SURVEY CONTROL
 JZ1382  ___________________________________________________________________
 JZ1382* NAD 83(1986)-  39 49 45.     (N)    084 35 42.     (W)     SCALED    
 JZ1382* NAVD 88     -       330.819  (meters)    1085.36   (feet)  ADJUSTED  
 JZ1382  ___________________________________________________________________
 JZ1382  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JZ1382  DYNAMIC HT  -         330.629 (meters)    1084.74  (feet)  COMP
 JZ1382  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 JZ1382
 JZ1382  VERT ORDER  -  SECOND    CLASS 0
 JZ1382
 JZ1382.The horizontal coordinates were scaled from a topographic map and have
 JZ1382.an estimated accuracy of +/- 6 seconds.
 JZ1382
 JZ1382.The orthometric height was determined by differential leveling
 JZ1382.and adjusted by the National Geodetic Survey in June 1991..
 JZ1382
 JZ1382.The geoid height was determined by GEOID03.
 JZ1382
 JZ1382.The dynamic height is computed by dividing the NAVD 88
 JZ1382.geopotential number by the normal gravity value computed on the
 JZ1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1382.degrees latitude (g = 980.6199 gals.).
 JZ1382
 JZ1382.The modeled gravity was interpolated from observed gravity values.
 JZ1382
 JZ1382;                    North         East    Units  Estimated Accuracy
 JZ1382;SPC OH S     -   205,150.      420,680.      MT  (+/- 180 meters Scaled)
 JZ1382
 JZ1382                          SUPERSEDED SURVEY CONTROL
 JZ1382
 JZ1382  NGVD 29 (??/??/92)  330.974  (m)         1085.87   (f) ADJ UNCH    2 0
 JZ1382
 JZ1382.Superseded values are not recommended for survey control.
 JZ1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1382.See file dsdata.txt to determine how the superseded data were derived.
 JZ1382
 JZ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK058115(NAD 83)
 JZ1382_MARKER: DB = BENCH MARK DISK
 JZ1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1382_STAMPING: H 133 1947
 JZ1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1382+STABILITY: SURFACE MOTION
 JZ1382
 JZ1382  HISTORY     - Date     Condition        Report By
 JZ1382  HISTORY     - 1947     MONUMENTED       CGS
 JZ1382
 JZ1382                          STATION DESCRIPTION
 JZ1382
 JZ1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1382'7.8 MI NE FROM EATON.
 JZ1382'6.05 MILES NORTH ALONG U.S. HIGHWAY 127 FROM THE COURT HOUSE
 JZ1382'AT EATON, THENCE ABOUT 1.75 MILES EAST ALONG A GRAVEL ROAD, AT
 JZ1382'THE T JUNCTION OF A ROAD LEADING NORTH, AT THE NORTHEAST CORNER
 JZ1382'OF THE MIDWAY AIRPORT, 19 FEET SOUTH OF THE CENTER LINE OF THE
 JZ1382'GRAVEL ROAD, 3.5 FEET SOUTH OF THE R/W FENCE LINE, 1 FOOT WEST
 JZ1382'OF THE PROLONGED CENTER LINE OF THE ROAD NORTH AND A NORTH-SOUTH
 JZ1382'FENCE LINE ALONG THE EAST BOUNDARY OF THE AIRPORT, 4 FEET SOUTH
 JZ1382'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE JUNCTION
 JZ1382'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1365 ***********************************************************************
 JZ1365  DESIGNATION -  H 134
 JZ1365  PID         -  JZ1365
 JZ1365  STATE/COUNTY-  OH/PREBLE
 JZ1365  USGS QUAD   -  WEST ALEXANDRIA (1987)
 JZ1365
 JZ1365                         *CURRENT SURVEY CONTROL
 JZ1365  ___________________________________________________________________
 JZ1365* NAD 83(1986)-  39 38 26.     (N)    084 34 26.     (W)     SCALED    
 JZ1365* NAVD 88     -       284.659  (meters)     933.92   (feet)  ADJUSTED  
 JZ1365  ___________________________________________________________________
 JZ1365  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JZ1365  DYNAMIC HT  -         284.495 (meters)     933.38  (feet)  COMP
 JZ1365  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 JZ1365
 JZ1365  VERT ORDER  -  SECOND    CLASS 0
 JZ1365
 JZ1365.The horizontal coordinates were scaled from a topographic map and have
 JZ1365.an estimated accuracy of +/- 6 seconds.
 JZ1365
 JZ1365.The orthometric height was determined by differential leveling
 JZ1365.and adjusted by the National Geodetic Survey in June 1991..
 JZ1365
 JZ1365.The geoid height was determined by GEOID03.
 JZ1365
 JZ1365.The dynamic height is computed by dividing the NAVD 88
 JZ1365.geopotential number by the normal gravity value computed on the
 JZ1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1365.degrees latitude (g = 980.6199 gals.).
 JZ1365
 JZ1365.The modeled gravity was interpolated from observed gravity values.
 JZ1365
 JZ1365;                    North         East    Units  Estimated Accuracy
 JZ1365;SPC OH S     -   184,170.      422,000.      MT  (+/- 180 meters Scaled)
 JZ1365
 JZ1365                          SUPERSEDED SURVEY CONTROL
 JZ1365
 JZ1365  NGVD 29 (??/??/92)  284.827  (m)          934.47   (f) ADJ UNCH    2 0
 JZ1365
 JZ1365.Superseded values are not recommended for survey control.
 JZ1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1365.See file dsdata.txt to determine how the superseded data were derived.
 JZ1365
 JZ1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ081906(NAD 83)
 JZ1365_MARKER: DB = BENCH MARK DISK
 JZ1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1365_STAMPING: H 134 1947
 JZ1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1365+STABILITY: SURFACE MOTION
 JZ1365
 JZ1365  HISTORY     - Date     Condition        Report By
 JZ1365  HISTORY     - 1947     MONUMENTED       CGS
 JZ1365
 JZ1365                          STATION DESCRIPTION
 JZ1365
 JZ1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1365'2.5 MI W FROM GRATIS.
 JZ1365'2.5 MILES WEST ALONG STATE HIGHWAY 725 FROM THE POST OFFICE AT
 JZ1365'GRATIS, AT A CROSS ROAD WITH A CHURCH IN THE SOUTHEAST QUARTER,
 JZ1365'94 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 133 FEET
 JZ1365'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 55 FEET
 JZ1365'SOUTH OF A FENCE CORNER, 1 FOOT WEST OF THE FENCE LINE, 27 FEET
 JZ1365'EAST OF THE CENTER LINE OF THE CROSS ROAD, 2 FEET NORTH OF A
 JZ1365'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD SOUTH
 JZ1365'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1005 ***********************************************************************
 JZ1005  DESIGNATION -  H 135
 JZ1005  PID         -  JZ1005
 JZ1005  STATE/COUNTY-  OH/BUTLER
 JZ1005  USGS QUAD   -  HAMILTON (1988)
 JZ1005
 JZ1005                         *CURRENT SURVEY CONTROL
 JZ1005  ___________________________________________________________________
 JZ1005* NAD 83(1986)-  39 27 02.     (N)    084 31 53.     (W)     SCALED    
 JZ1005* NAVD 88     -       186.696  (meters)     612.52   (feet)  ADJUSTED  
 JZ1005  ___________________________________________________________________
 JZ1005  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JZ1005  DYNAMIC HT  -         186.591 (meters)     612.17  (feet)  COMP
 JZ1005  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 JZ1005
 JZ1005  VERT ORDER  -  SECOND    CLASS 0
 JZ1005
 JZ1005.The horizontal coordinates were scaled from a topographic map and have
 JZ1005.an estimated accuracy of +/- 6 seconds.
 JZ1005
 JZ1005.The orthometric height was determined by differential leveling
 JZ1005.and adjusted by the National Geodetic Survey in June 1991..
 JZ1005
 JZ1005.The geoid height was determined by GEOID03.
 JZ1005
 JZ1005.The dynamic height is computed by dividing the NAVD 88
 JZ1005.geopotential number by the normal gravity value computed on the
 JZ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1005.degrees latitude (g = 980.6199 gals.).
 JZ1005
 JZ1005.The modeled gravity was interpolated from observed gravity values.
 JZ1005
 JZ1005;                    North         East    Units  Estimated Accuracy
 JZ1005;SPC OH S     -   163,000.      425,180.      MT  (+/- 180 meters Scaled)
 JZ1005
 JZ1005                          SUPERSEDED SURVEY CONTROL
 JZ1005
 JZ1005  NGVD 29 (??/??/92)  186.877  (m)          613.11   (f) ADJ UNCH    2 0
 JZ1005
 JZ1005.Superseded values are not recommended for survey control.
 JZ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1005.See file dsdata.txt to determine how the superseded data were derived.
 JZ1005
 JZ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ124696(NAD 83)
 JZ1005_MARKER: DB = BENCH MARK DISK
 JZ1005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1005_SP_SET: BUILDING
 JZ1005_STAMPING: H 135 1947
 JZ1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ1005+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2002
 JZ1005
 JZ1005  HISTORY     - Date     Condition        Report By
 JZ1005  HISTORY     - 1947     MONUMENTED       CGS
 JZ1005  HISTORY     - 20020626 GOOD             BUTCOE
 JZ1005
 JZ1005                          STATION DESCRIPTION
 JZ1005
 JZ1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1005'2.8 MI SE FROM SEVEN MILE.
 JZ1005'2.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 127 FROM THE SCHOOL
 JZ1005'AT SEVEN MILE, THENCE ABOUT 0.2 MILE NORTHEAST ALONG JACKSONBURG
 JZ1005'ROAD, SET VERTICALLY IN THE SOUTHWEST FACE AT THE WEST CORNER
 JZ1005'OF THE CONCRETE TILE HANGER BUILDING OF THE NORTH HAMILTON
 JZ1005'AIRPORT, 0.6 FOOT SOUTHEAST OF THE WEST CORNER AND 2.3 FEET
 JZ1005'ABOVE THE GROUND.
 JZ1005
 JZ1005                          STATION RECOVERY (2002)
 JZ1005
 JZ1005'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ1005'SOUTHWEST CORNER OF OLD HANGER IS NOW AN OFFICE FOR WILSON NURSERY,
 JZ1005'MARK HAS BEEN PAINTED OVER, AIRPORT IS NO LONGER IN BUSINESS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0178 ***********************************************************************
 JZ0178  DESIGNATION -  H 136
 JZ0178  PID         -  JZ0178
 JZ0178  STATE/COUNTY-  OH/PREBLE
 JZ0178  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0178
 JZ0178                         *CURRENT SURVEY CONTROL
 JZ0178  ___________________________________________________________________
 JZ0178* NAD 83(1986)-  39 42 30.     (N)    084 28 53.     (W)     SCALED    
 JZ0178* NAVD 88     -       285.785  (meters)     937.61   (feet)  ADJUSTED  
 JZ0178  ___________________________________________________________________
 JZ0178  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ0178  DYNAMIC HT  -         285.621 (meters)     937.07  (feet)  COMP
 JZ0178  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 JZ0178
 JZ0178  VERT ORDER  -  SECOND    CLASS 0
 JZ0178
 JZ0178.The horizontal coordinates were scaled from a topographic map and have
 JZ0178.an estimated accuracy of +/- 6 seconds.
 JZ0178
 JZ0178.The orthometric height was determined by differential leveling
 JZ0178.and adjusted by the National Geodetic Survey in June 1991..
 JZ0178
 JZ0178.The geoid height was determined by GEOID03.
 JZ0178
 JZ0178.The dynamic height is computed by dividing the NAVD 88
 JZ0178.geopotential number by the normal gravity value computed on the
 JZ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0178.degrees latitude (g = 980.6199 gals.).
 JZ0178
 JZ0178.The modeled gravity was interpolated from observed gravity values.
 JZ0178
 JZ0178;                    North         East    Units  Estimated Accuracy
 JZ0178;SPC OH S     -   191,510.      430,110.      MT  (+/- 180 meters Scaled)
 JZ0178
 JZ0178                          SUPERSEDED SURVEY CONTROL
 JZ0178
 JZ0178  NGVD 29 (??/??/92)  285.957  (m)          938.18   (f) ADJ UNCH    2 0
 JZ0178
 JZ0178.Superseded values are not recommended for survey control.
 JZ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0178.See file dsdata.txt to determine how the superseded data were derived.
 JZ0178
 JZ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ159984(NAD 83)
 JZ0178_MARKER: DB = BENCH MARK DISK
 JZ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0178_STAMPING: H 136 1947
 JZ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0178+STABILITY: SURFACE MOTION
 JZ0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0178+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 JZ0178
 JZ0178  HISTORY     - Date     Condition        Report By
 JZ0178  HISTORY     - 1947     MONUMENTED       CGS
 JZ0178  HISTORY     - 20041118 GOOD             INDIV
 JZ0178
 JZ0178                          STATION DESCRIPTION
 JZ0178
 JZ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0178'5.3 MI SE FROM WEST ALEXANDRIA.
 JZ0178'2.75 MILES EAST ALONG U.S. HIGHWAY 35 FROM THE POST OFFICE AT
 JZ0178'WEST ALEXANDRIA, THENCE ABOUT 2.55 MILES SOUTH ALONG THE
 JZ0178'PREBLE-MONTGOMERY COUNTY LINE ROAD, AT THE T JUNCTION OF A GRAVEL
 JZ0178'ROAD WEST, 23 FEET WEST OF THE CENTER LINE OF THE COUNTY LINE
 JZ0178'ROAD, 74 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 53
 JZ0178'FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE LINE, 2.5
 JZ0178'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ0178'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JZ0178
 JZ0178                          STATION RECOVERY (2004)
 JZ0178
 JZ0178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0178'THE 'GRAVEL ROAD' IS NOW IDENTIFIED AS HALDERMAN RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0433 ***********************************************************************
 JZ0433  DESIGNATION -  H 137
 JZ0433  PID         -  JZ0433
 JZ0433  STATE/COUNTY-  OH/BUTLER
 JZ0433  USGS QUAD   -  TRENTON (1987)
 JZ0433
 JZ0433                         *CURRENT SURVEY CONTROL
 JZ0433  ___________________________________________________________________
 JZ0433* NAD 83(1986)-  39 29 54.     (N)    084 24 01.     (W)     SCALED    
 JZ0433* NAVD 88     -       201.042  (meters)     659.59   (feet)  ADJUSTED  
 JZ0433  ___________________________________________________________________
 JZ0433  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JZ0433  DYNAMIC HT  -         200.925 (meters)     659.20  (feet)  COMP
 JZ0433  MODELED GRAV-     980,042.1   (mgal)                       NAVD 88
 JZ0433
 JZ0433  VERT ORDER  -  FIRST     CLASS II
 JZ0433
 JZ0433.The horizontal coordinates were scaled from a topographic map and have
 JZ0433.an estimated accuracy of +/- 6 seconds.
 JZ0433
 JZ0433.The orthometric height was determined by differential leveling
 JZ0433.and adjusted by the National Geodetic Survey in June 1991..
 JZ0433
 JZ0433.The geoid height was determined by GEOID03.
 JZ0433
 JZ0433.The dynamic height is computed by dividing the NAVD 88
 JZ0433.geopotential number by the normal gravity value computed on the
 JZ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0433.degrees latitude (g = 980.6199 gals.).
 JZ0433
 JZ0433.The modeled gravity was interpolated from observed gravity values.
 JZ0433
 JZ0433;                    North         East    Units  Estimated Accuracy
 JZ0433;SPC OH S     -   168,060.      436,570.      MT  (+/- 180 meters Scaled)
 JZ0433
 JZ0433                          SUPERSEDED SURVEY CONTROL
 JZ0433
 JZ0433  NGVD 29 (??/??/92)  201.216  (m)          660.16   (f) ADJ UNCH    1 2
 JZ0433
 JZ0433.Superseded values are not recommended for survey control.
 JZ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0433.See file dsdata.txt to determine how the superseded data were derived.
 JZ0433
 JZ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ235753(NAD 83)
 JZ0433_MARKER: DB = BENCH MARK DISK
 JZ0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0433_SP_SET: BUILDING
 JZ0433_STAMPING: H 137 1947
 JZ0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0433+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 JZ0433
 JZ0433  HISTORY     - Date     Condition        Report By
 JZ0433  HISTORY     - 1947     MONUMENTED       CGS
 JZ0433  HISTORY     - 20020930 GOOD             BUTCOE
 JZ0433
 JZ0433                          STATION DESCRIPTION
 JZ0433
 JZ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0433'AT MIDDLETOWN.
 JZ0433'AT MIDDLETOWN, ABOUT 1.2 MILES SOUTHWEST ALONG THE BALTIMORE AND
 JZ0433'OHIO RAILROAD FROM THE STATION AT MIDDLETOWN, AT YANKEE ROAD
 JZ0433'CROSSING, 185 FEET WEST-NORTHWEST OF THE NORTHWEST RAIL OF THE
 JZ0433'TRACK, 33.5 FEET WEST OF THE WEST CURB OF YOUNG STREET, 85 FEET
 JZ0433'NORTHEAST OF THE NORTHEAST CURB OF YANKEE ROAD, SET VERTICALLY
 JZ0433'IN THE SOUTH FACE AT THE SOUTHEAST CORNER OF FIRE STATION NO. 3,
 JZ0433'1 FOOT WEST OF THE CORNER AND 3.4 FEET ABOVE THE GROUND.
 JZ0433
 JZ0433                          STATION RECOVERY (2002)
 JZ0433
 JZ0433'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ0433'BUILDING IS NO LONGER A FIRE HOUSE, IT NOW IS THE MEETING PLACE FOR
 JZ0433'THE TRIED STONE LODGE NO. 83, MASON'S. BUILDING ADDRESS IS 1511 YANKEE
 JZ0433'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0085 ***********************************************************************
 JZ0085  DESIGNATION -  H 139
 JZ0085  PID         -  JZ0085
 JZ0085  STATE/COUNTY-  OH/MONTGOMERY
 JZ0085  USGS QUAD   -  FRANKLIN (1992)
 JZ0085
 JZ0085                         *CURRENT SURVEY CONTROL
 JZ0085  ___________________________________________________________________
 JZ0085* NAD 83(1986)-  39 37 15.     (N)    084 17 32.     (W)     SCALED    
 JZ0085* NAVD 88     -       212.602  (meters)     697.51   (feet)  ADJUSTED  
 JZ0085  ___________________________________________________________________
 JZ0085  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JZ0085  DYNAMIC HT  -         212.480 (meters)     697.11  (feet)  COMP
 JZ0085  MODELED GRAV-     980,049.5   (mgal)                       NAVD 88
 JZ0085
 JZ0085  VERT ORDER  -  FIRST     CLASS II
 JZ0085
 JZ0085.The horizontal coordinates were scaled from a topographic map and have
 JZ0085.an estimated accuracy of +/- 6 seconds.
 JZ0085
 JZ0085.The orthometric height was determined by differential leveling
 JZ0085.and adjusted by the National Geodetic Survey in June 1991..
 JZ0085
 JZ0085.The geoid height was determined by GEOID03.
 JZ0085
 JZ0085.The dynamic height is computed by dividing the NAVD 88
 JZ0085.geopotential number by the normal gravity value computed on the
 JZ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0085.degrees latitude (g = 980.6199 gals.).
 JZ0085
 JZ0085.The modeled gravity was interpolated from observed gravity values.
 JZ0085
 JZ0085;                    North         East    Units  Estimated Accuracy
 JZ0085;SPC OH S     -   181,460.      446,130.      MT  (+/- 180 meters Scaled)
 JZ0085
 JZ0085                          SUPERSEDED SURVEY CONTROL
 JZ0085
 JZ0085  NGVD 29 (??/??/92)  212.790  (m)          698.13   (f) ADJ UNCH    1 2
 JZ0085
 JZ0085.Superseded values are not recommended for survey control.
 JZ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0085.See file dsdata.txt to determine how the superseded data were derived.
 JZ0085
 JZ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ324891(NAD 83)
 JZ0085_MARKER: DB = BENCH MARK DISK
 JZ0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0085_SP_SET: PIER
 JZ0085_STAMPING: H 139 1947
 JZ0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0085
 JZ0085  HISTORY     - Date     Condition        Report By
 JZ0085  HISTORY     - 1947     MONUMENTED       CGS
 JZ0085  HISTORY     - 19970428 GOOD             USPSQD
 JZ0085
 JZ0085                          STATION DESCRIPTION
 JZ0085
 JZ0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0085'1.3 MI S FROM MIAMISBURG.
 JZ0085'1.3 MILES SOUTH ALONG U.S. HIGHWAY 25 FROM THE INTERSECTION OF
 JZ0085'LINDEN AVENUE AT MIAMISBURG, AT THE OVER PASS OF THE NEW YORK
 JZ0085'CENTRAL RAILROAD OVER THE HIGHWAY, SET VERTICALLY IN THE CENTER
 JZ0085'OF THE EAST FACE OF THE FIRST PIER NORTH OF THE SOUTH ABUTMENT,
 JZ0085'39 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 JZ0085'3.2 FEET ABOVE THE GROUND.
 JZ0085
 JZ0085                          STATION RECOVERY (1997)
 JZ0085
 JZ0085'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0044 ***********************************************************************
 MC0044  DESIGNATION -  H 14
 MC0044  PID         -  MC0044
 MC0044  STATE/COUNTY-  OH/LORAIN
 MC0044  USGS QUAD   -  WELLINGTON (1973)
 MC0044
 MC0044                         *CURRENT SURVEY CONTROL
 MC0044  ___________________________________________________________________
 MC0044* NAD 83(1986)-  41 08 08.     (N)    082 10 49.     (W)     SCALED    
 MC0044* NAVD 88     -       272.710  (meters)     894.72   (feet)  ADJUSTED  
 MC0044  ___________________________________________________________________
 MC0044  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 MC0044  DYNAMIC HT  -         272.592 (meters)     894.33  (feet)  COMP
 MC0044  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 MC0044
 MC0044  VERT ORDER  -  SECOND    CLASS 0
 MC0044
 MC0044.The horizontal coordinates were scaled from a topographic map and have
 MC0044.an estimated accuracy of +/- 6 seconds.
 MC0044
 MC0044.The orthometric height was determined by differential leveling
 MC0044.and adjusted by the National Geodetic Survey in June 1991..
 MC0044
 MC0044.The geoid height was determined by GEOID03.
 MC0044
 MC0044.The dynamic height is computed by dividing the NAVD 88
 MC0044.geopotential number by the normal gravity value computed on the
 MC0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0044.degrees latitude (g = 980.6199 gals.).
 MC0044
 MC0044.The modeled gravity was interpolated from observed gravity values.
 MC0044
 MC0044;                    North         East    Units  Estimated Accuracy
 MC0044;SPC OH N     -   163,160.      626,840.      MT  (+/- 180 meters Scaled)
 MC0044
 MC0044                          SUPERSEDED SURVEY CONTROL
 MC0044
 MC0044  NGVD 29 (??/??/92)  272.910  (m)          895.37   (f) ADJ UNCH    2 0
 MC0044
 MC0044.Superseded values are not recommended for survey control.
 MC0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0044.See file dsdata.txt to determine how the superseded data were derived.
 MC0044
 MC0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF009544(NAD 83)
 MC0044_MARKER: DB = BENCH MARK DISK
 MC0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0044_STAMPING: H 14 1934
 MC0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0044+STABILITY: SURFACE MOTION
 MC0044
 MC0044  HISTORY     - Date     Condition        Report By
 MC0044  HISTORY     - 1934     MONUMENTED       CGS
 MC0044  HISTORY     - 1970     GOOD             NGS
 MC0044  HISTORY     - 1987     GOOD             OHDT
 MC0044  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 MC0044
 MC0044                          STATION DESCRIPTION
 MC0044
 MC0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0044'3 MI SE FROM WELLINGTON.
 MC0044'3.0 MILES SOUTHEAST ALONG THE WHEELING AND LAKE ERIE RAILWAY
 MC0044'FROM THE STATION AT WELLINGTON, LORAIN COUNTY, AT A GRAVEL-ROAD
 MC0044'CROSSING, 31 FEET NORTHEAST OF THE NORTHEAST RAIL, 22 FEET WEST
 MC0044'OF THE CENTERLINE OF THE ROAD, AT THE WEST END OF A WIRE FENCE,
 MC0044'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MC0044'H 14 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A METAL
 MC0044'WITNESS POST WAS SET 1 FOOT NORTH OF MARK.
 MC0044
 MC0044                          STATION RECOVERY (1970)
 MC0044
 MC0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MC0044'RECOVERED IN GOOD CONDITION.
 MC0044
 MC0044                          STATION RECOVERY (1987)
 MC0044
 MC0044'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DD)
 MC0044'RECOVERED IN GOOD CONDITION.
 MC0044
 MC0044                          STATION RECOVERY (1996)
 MC0044
 MC0044'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0113 ***********************************************************************
 JZ0113  DESIGNATION -  H 140
 JZ0113  PID         -  JZ0113
 JZ0113  STATE/COUNTY-  OH/MONTGOMERY
 JZ0113  USGS QUAD   -  DAYTON NORTH (1996)
 JZ0113
 JZ0113                         *CURRENT SURVEY CONTROL
 JZ0113  ___________________________________________________________________
 JZ0113* NAD 83(1986)-  39 46 50.     (N)    084 07 47.     (W)     SCALED    
 JZ0113* NAVD 88     -       233.841  (meters)     767.19   (feet)  ADJUSTED  
 JZ0113  ___________________________________________________________________
 JZ0113  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JZ0113  DYNAMIC HT  -         233.713 (meters)     766.77  (feet)  COMP
 JZ0113  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 JZ0113
 JZ0113  VERT ORDER  -  SECOND    CLASS 0
 JZ0113
 JZ0113.The horizontal coordinates were scaled from a topographic map and have
 JZ0113.an estimated accuracy of +/- 6 seconds.
 JZ0113
 JZ0113.The orthometric height was determined by differential leveling
 JZ0113.and adjusted by the National Geodetic Survey in June 1991..
 JZ0113
 JZ0113.The geoid height was determined by GEOID03.
 JZ0113
 JZ0113.The dynamic height is computed by dividing the NAVD 88
 JZ0113.geopotential number by the normal gravity value computed on the
 JZ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0113.degrees latitude (g = 980.6199 gals.).
 JZ0113
 JZ0113.The modeled gravity was interpolated from observed gravity values.
 JZ0113
 JZ0113;                    North         East    Units  Estimated Accuracy
 JZ0113;SPC OH S     -   198,930.      460,400.      MT  (+/- 180 meters Scaled)
 JZ0113
 JZ0113                          SUPERSEDED SURVEY CONTROL
 JZ0113
 JZ0113  NGVD 29 (??/??/92)  234.052  (m)          767.89   (f) ADJ UNCH    2 0
 JZ0113
 JZ0113.Superseded values are not recommended for survey control.
 JZ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0113.See file dsdata.txt to determine how the superseded data were derived.
 JZ0113
 JZ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK458073(NAD 83)
 JZ0113_MARKER: DB = BENCH MARK DISK
 JZ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0113_STAMPING: H 140 1947
 JZ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0113+STABILITY: SURFACE MOTION
 JZ0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0113+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 JZ0113
 JZ0113  HISTORY     - Date     Condition        Report By
 JZ0113  HISTORY     - 1947     MONUMENTED       CGS
 JZ0113  HISTORY     - 1967     GOOD             OH2090
 JZ0113  HISTORY     - 19970908 GOOD             USPSQD
 JZ0113  HISTORY     - 20041118 GOOD             INDIV
 JZ0113
 JZ0113                          STATION DESCRIPTION
 JZ0113
 JZ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0113'3.8 MI NE FROM DAYTON.
 JZ0113'3.85 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 JZ0113'AT DAYTON, ABOUT 1.6 MILES SOUTHWEST OF THE MAIN ENTRANCE TO
 JZ0113'WRIGHT FIELD, AT HARRIES, AT THE JUNCTION OF YELLOW SPRINGS
 JZ0113'ROAD LEADING EAST, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JZ0113'HIGHWAY, 20 FEET NORTH OF THE CENTER LINE OF YELLOW SPRINGS
 JZ0113'ROAD, 3.5 FEET NORTH OF POWER POLE NO. 157377, 34 FEET SOUTH OF
 JZ0113'A TELEPHONE POLE, 28 FEET SOUTHEAST OF THE ROAD IDENTIFICATION SIGN,
 JZ0113'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ0113'ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ0113'NOTE-- YELLOW SPRINGS RD IS NOW NORTH CLIFF DRIVE.
 JZ0113
 JZ0113                          STATION RECOVERY (1967)
 JZ0113
 JZ0113'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967
 JZ0113'RECOVERED IN GOOD CONDITION.
 JZ0113
 JZ0113                          STATION RECOVERY (1997)
 JZ0113
 JZ0113'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0113'RECOVERED IN GOOD CONDITION.
 JZ0113
 JZ0113                          STATION RECOVERY (2004)
 JZ0113
 JZ0113'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0905 ***********************************************************************
 JZ0905  DESIGNATION -  H 141
 JZ0905  PID         -  JZ0905
 JZ0905  STATE/COUNTY-  OH/HAMILTON
 JZ0905  USGS QUAD   -  HOOVEN (1992)
 JZ0905
 JZ0905                         *CURRENT SURVEY CONTROL
 JZ0905  ___________________________________________________________________
 JZ0905* NAD 83(1986)-  39 11 04.     (N)    084 45 33.     (W)     SCALED    
 JZ0905* NAVD 88     -       151.963  (meters)     498.57   (feet)  ADJUSTED  
 JZ0905  ___________________________________________________________________
 JZ0905  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JZ0905  DYNAMIC HT  -         151.870 (meters)     498.26  (feet)  COMP
 JZ0905  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JZ0905
 JZ0905  VERT ORDER  -  SECOND    CLASS 0
 JZ0905
 JZ0905.The horizontal coordinates were scaled from a topographic map and have
 JZ0905.an estimated accuracy of +/- 6 seconds.
 JZ0905
 JZ0905.The orthometric height was determined by differential leveling
 JZ0905.and adjusted by the National Geodetic Survey in June 1991..
 JZ0905
 JZ0905.The geoid height was determined by GEOID03.
 JZ0905
 JZ0905.The dynamic height is computed by dividing the NAVD 88
 JZ0905.geopotential number by the normal gravity value computed on the
 JZ0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0905.degrees latitude (g = 980.6199 gals.).
 JZ0905
 JZ0905.The modeled gravity was interpolated from observed gravity values.
 JZ0905
 JZ0905;                    North         East    Units  Estimated Accuracy
 JZ0905;SPC OH S     -   133,930.      404,840.      MT  (+/- 180 meters Scaled)
 JZ0905
 JZ0905                          SUPERSEDED SURVEY CONTROL
 JZ0905
 JZ0905  NGVD 29 (??/??/92)  152.151  (m)          499.18   (f) ADJ UNCH    2 0
 JZ0905
 JZ0905.Superseded values are not recommended for survey control.
 JZ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0905.See file dsdata.txt to determine how the superseded data were derived.
 JZ0905
 JZ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ935396(NAD 83)
 JZ0905_MARKER: DB = BENCH MARK DISK
 JZ0905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0905_SP_SET: CULVERT
 JZ0905_STAMPING: H 141 1947
 JZ0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0905
 JZ0905  HISTORY     - Date     Condition        Report By
 JZ0905  HISTORY     - 1947     MONUMENTED       CGS
 JZ0905  HISTORY     - 1976     GOOD             LOCENG
 JZ0905
 JZ0905                          STATION DESCRIPTION
 JZ0905
 JZ0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0905'2 MI NW FROM CLEVES.
 JZ0905'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JZ0905'AT CLEVES, THENCE ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 128,
 JZ0905'SET IN THE CENTER OF THE WEST HEAD WALL OF A 3-FOOT CONCRETE BOX
 JZ0905'CULVERT, 26 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE
 JZ0905'OF THE HIGHWAY.
 JZ0905
 JZ0905                          STATION RECOVERY (1976)
 JZ0905
 JZ0905'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JZ0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0982 ***********************************************************************
 JZ0982  DESIGNATION -  H 142
 JZ0982  PID         -  JZ0982
 JZ0982  STATE/COUNTY-  OH/HAMILTON
 JZ0982  USGS QUAD   -  SHANDON (1981)
 JZ0982
 JZ0982                         *CURRENT SURVEY CONTROL
 JZ0982  ___________________________________________________________________
 JZ0982* NAD 83(1986)-  39 17 13.     (N)    084 40 36.     (W)     SCALED    
 JZ0982* NAVD 88     -       176.308  (meters)     578.44   (feet)  ADJUSTED  
 JZ0982  ___________________________________________________________________
 JZ0982  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JZ0982  DYNAMIC HT  -         176.206 (meters)     578.10  (feet)  COMP
 JZ0982  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 JZ0982
 JZ0982  VERT ORDER  -  SECOND    CLASS 0
 JZ0982
 JZ0982.The horizontal coordinates were scaled from a topographic map and have
 JZ0982.an estimated accuracy of +/- 6 seconds.
 JZ0982
 JZ0982.The orthometric height was determined by differential leveling
 JZ0982.and adjusted by the National Geodetic Survey in June 1991..
 JZ0982
 JZ0982.The geoid height was determined by GEOID03.
 JZ0982
 JZ0982.The dynamic height is computed by dividing the NAVD 88
 JZ0982.geopotential number by the normal gravity value computed on the
 JZ0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0982.degrees latitude (g = 980.6199 gals.).
 JZ0982
 JZ0982.The modeled gravity was interpolated from observed gravity values.
 JZ0982
 JZ0982;                    North         East    Units  Estimated Accuracy
 JZ0982;SPC OH S     -   145,130.      412,240.      MT  (+/- 180 meters Scaled)
 JZ0982
 JZ0982                          SUPERSEDED SURVEY CONTROL
 JZ0982
 JZ0982  NGVD 29 (??/??/92)  176.492  (m)          579.04   (f) ADJ UNCH    2 0
 JZ0982
 JZ0982.Superseded values are not recommended for survey control.
 JZ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0982.See file dsdata.txt to determine how the superseded data were derived.
 JZ0982
 JZ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ003511(NAD 83)
 JZ0982_MARKER: DB = BENCH MARK DISK
 JZ0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0982_STAMPING: H 142 1947
 JZ0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0982+STABILITY: SURFACE MOTION
 JZ0982
 JZ0982  HISTORY     - Date     Condition        Report By
 JZ0982  HISTORY     - 1947     MONUMENTED       CGS
 JZ0982
 JZ0982                          STATION DESCRIPTION
 JZ0982
 JZ0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0982'2.3 MI SW FROM VENICE.
 JZ0982'2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 128 FROM THE JUNCTION
 JZ0982'OF U.S. HIGHWAY 27 AT VENICE, AT THE JUNCTION OF RIVER ROAD
 JZ0982'LEADING SOUTHEAST 50 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JZ0982'HIGHWAY, 23 FEET SOUTHWEST OF THE CENTER LINE OF RIVER ROAD,
 JZ0982'8 FEET SOUTHEAST OF A FENCE CORNER, 14 FEET NORTHWEST OF TELEPHONE
 JZ0982'POLE NO. H56029, 20 FEET SOUTHEAST OF THE SOUTHWEST CONCRETE
 JZ0982'HEAD WALL OF A 20-INCH PIPE CULVERT UNDER RIVER ROAD, 2.5 FEET
 JZ0982'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ0982'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0979 ***********************************************************************
 JZ0979  DESIGNATION -  H 143
 JZ0979  PID         -  JZ0979
 JZ0979  STATE/COUNTY-  OH/BUTLER
 JZ0979  USGS QUAD   -  SHANDON (1981)
 JZ0979
 JZ0979                         *CURRENT SURVEY CONTROL
 JZ0979  ___________________________________________________________________
 JZ0979* NAD 83(1995)-  39 19 44.99116(N)    084 41 44.54176(W)     ADJUSTED  
 JZ0979* NAVD 88     -       190.666  (meters)     625.54   (feet)  ADJUSTED  
 JZ0979  ___________________________________________________________________
 JZ0979  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 JZ0979  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JZ0979  DYNAMIC HT  -         190.557 (meters)     625.19  (feet)  COMP
 JZ0979  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 JZ0979
 JZ0979  HORZ ORDER  -  FIRST
 JZ0979  VERT ORDER  -  SECOND    CLASS 0
 JZ0979
 JZ0979.The horizontal coordinates were established by GPS observations
 JZ0979.and adjusted by the National Geodetic Survey in April 1998..
 JZ0979
 JZ0979.The orthometric height was determined by differential leveling
 JZ0979.and adjusted by the National Geodetic Survey in June 1991..
 JZ0979
 JZ0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0979
 JZ0979.The geoid height was determined by GEOID03.
 JZ0979
 JZ0979.The dynamic height is computed by dividing the NAVD 88
 JZ0979.geopotential number by the normal gravity value computed on the
 JZ0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0979.degrees latitude (g = 980.6199 gals.).
 JZ0979
 JZ0979.The modeled gravity was interpolated from observed gravity values.
 JZ0979
 JZ0979;                    North         East     Units Scale Factor Converg.
 JZ0979;SPC OH S     -   149,856.221   410,709.021   MT  0.99993637   -1 23 35.6
 JZ0979;UTM  16      - 4,355,837.321   698,615.695   MT  1.00008573   +1 27 39.2
 JZ0979
 JZ0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0979!SPC OH S     -   0.99997535  x   0.99993637  =   0.99991173
 JZ0979!UTM  16      -   0.99997535  x   1.00008573  =   1.00006108
 JZ0979
 JZ0979                          SUPERSEDED SURVEY CONTROL
 JZ0979
 JZ0979  NAD 83(1995)-  39 19 44.99834(N)    084 41 44.55080(W) AD(       ) 1
 JZ0979  NAD 83(1986)-  39 19 44.99627(N)    084 41 44.55155(W) AD(       ) 1
 JZ0979  NGVD 29 (??/??/92)  190.849  (m)          626.14   (f) ADJ UNCH    2 0
 JZ0979
 JZ0979.Superseded values are not recommended for survey control.
 JZ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0979.See file dsdata.txt to determine how the superseded data were derived.
 JZ0979
 JZ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9861655837(NAD 83)
 JZ0979_MARKER: DB = BENCH MARK DISK
 JZ0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0979_SP_SET: CULVERT
 JZ0979_STAMPING: H 143 1947
 JZ0979_MARK LOGO: CGS   
 JZ0979_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0979+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1990
 JZ0979
 JZ0979  HISTORY     - Date     Condition        Report By
 JZ0979  HISTORY     - 1947     MONUMENTED       CGS
 JZ0979  HISTORY     - 19901122 GOOD             WOOLPT
 JZ0979
 JZ0979                          STATION DESCRIPTION
 JZ0979
 JZ0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0979'1.2 MI E FROM SHANDON.
 JZ0979'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 126 FROM THE POST OFFICE
 JZ0979'AT SHANDON, THENCE ABOUT 1.0 MILE EAST ALONG THE HAMILTON-NEW
 JZ0979'LONDON ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 JZ0979'HEAD WALL OF A 30-INCH PIPE CULVERT, 14.5 FEET NORTH OF THE CENTER
 JZ0979'LINE OF THE DRIVE TO H.H. ROBINSONS FARM, 11 FEET SOUTHEAST
 JZ0979'OF THE CENTER LINE OF THE ROAD, 31 FEET SOUTH AND ACROSS THE ROAD
 JZ0979'FROM R.E.A. CO-OP POWER POLE NO. P2 25, ABOUT 1.5 FEET ABOVE
 JZ0979'THE ROAD AND SET IN A DRILL HOLE.
 JZ0979
 JZ0979                          STATION RECOVERY (1990)
 JZ0979
 JZ0979'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990 (DT)
 JZ0979'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0994 ***********************************************************************
 JZ0994  DESIGNATION -  H 144
 JZ0994  PID         -  JZ0994
 JZ0994  STATE/COUNTY-  OH/BUTLER
 JZ0994  USGS QUAD   -  GREENHILLS (1981)
 JZ0994
 JZ0994                         *CURRENT SURVEY CONTROL
 JZ0994  ___________________________________________________________________
 JZ0994* NAD 83(1986)-  39 20 32.     (N)    084 33 35.     (W)     SCALED    
 JZ0994* NAVD 88     -       181.352  (meters)     594.99   (feet)  ADJUSTED  
 JZ0994  ___________________________________________________________________
 JZ0994  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JZ0994  DYNAMIC HT  -         181.246 (meters)     594.64  (feet)  COMP
 JZ0994  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 JZ0994
 JZ0994  VERT ORDER  -  SECOND    CLASS 0
 JZ0994
 JZ0994.The horizontal coordinates were scaled from a topographic map and have
 JZ0994.an estimated accuracy of +/- 6 seconds.
 JZ0994
 JZ0994.The orthometric height was determined by differential leveling
 JZ0994.and adjusted by the National Geodetic Survey in June 1991..
 JZ0994
 JZ0994.The geoid height was determined by GEOID03.
 JZ0994
 JZ0994.The dynamic height is computed by dividing the NAVD 88
 JZ0994.geopotential number by the normal gravity value computed on the
 JZ0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0994.degrees latitude (g = 980.6199 gals.).
 JZ0994
 JZ0994.The modeled gravity was interpolated from observed gravity values.
 JZ0994
 JZ0994;                    North         East    Units  Estimated Accuracy
 JZ0994;SPC OH S     -   151,030.      422,460.      MT  (+/- 180 meters Scaled)
 JZ0994
 JZ0994                          SUPERSEDED SURVEY CONTROL
 JZ0994
 JZ0994  NGVD 29 (??/??/92)  181.535  (m)          595.59   (f) ADJ UNCH    2 0
 JZ0994
 JZ0994.Superseded values are not recommended for survey control.
 JZ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0994.See file dsdata.txt to determine how the superseded data were derived.
 JZ0994
 JZ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ102575(NAD 83)
 JZ0994_MARKER: DB = BENCH MARK DISK
 JZ0994_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0994_SP_SET: BRIDGE
 JZ0994_STAMPING: H 144 1947
 JZ0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0994
 JZ0994  HISTORY     - Date     Condition        Report By
 JZ0994  HISTORY     - 1947     MONUMENTED       CGS
 JZ0994  HISTORY     - 1977     GOOD             DOD
 JZ0994  HISTORY     - 20040101 MARK NOT FOUND   GEOCAC
 JZ0994
 JZ0994                          STATION DESCRIPTION
 JZ0994
 JZ0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0994'AT SYMMES.
 JZ0994'AT SYMMES, ALONG U.S. HIGHWAY 127, SET IN THE TOP OF THE NORTHEAST
 JZ0994'WING WALL OF A 50-FOOT CONCRETE BRIDGE OVER PLEASANT RUN CREEK,
 JZ0994'22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST
 JZ0994'OF THE CONCRETE BANISTER AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
 JZ0994
 JZ0994                          STATION RECOVERY (1977)
 JZ0994
 JZ0994'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 JZ0994'RECOVERED IN GOOD CONDITION.
 JZ0994
 JZ0994                          STATION RECOVERY (2004)
 JZ0994
 JZ0994'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0443 ***********************************************************************
 JZ0443  DESIGNATION -  H 145
 JZ0443  PID         -  JZ0443
 JZ0443  STATE/COUNTY-  OH/BUTLER
 JZ0443  USGS QUAD   -  GLENDALE (1987)
 JZ0443
 JZ0443                         *CURRENT SURVEY CONTROL
 JZ0443  ___________________________________________________________________
 JZ0443* NAD 83(1986)-  39 18 56.     (N)    084 29 09.     (W)     SCALED    
 JZ0443* NAVD 88     -       203.448  (meters)     667.48   (feet)  ADJUSTED  
 JZ0443  ___________________________________________________________________
 JZ0443  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JZ0443  DYNAMIC HT  -         203.326 (meters)     667.08  (feet)  COMP
 JZ0443  MODELED GRAV-     980,020.6   (mgal)                       NAVD 88
 JZ0443
 JZ0443  VERT ORDER  -  FIRST     CLASS II
 JZ0443
 JZ0443.The horizontal coordinates were scaled from a topographic map and have
 JZ0443.an estimated accuracy of +/- 6 seconds.
 JZ0443
 JZ0443.The orthometric height was determined by differential leveling
 JZ0443.and adjusted by the National Geodetic Survey in June 1991..
 JZ0443
 JZ0443.The geoid height was determined by GEOID03.
 JZ0443
 JZ0443.The dynamic height is computed by dividing the NAVD 88
 JZ0443.geopotential number by the normal gravity value computed on the
 JZ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0443.degrees latitude (g = 980.6199 gals.).
 JZ0443
 JZ0443.The modeled gravity was interpolated from observed gravity values.
 JZ0443
 JZ0443;                    North         East    Units  Estimated Accuracy
 JZ0443;SPC OH S     -   147,930.      428,770.      MT  (+/- 180 meters Scaled)
 JZ0443
 JZ0443                          SUPERSEDED SURVEY CONTROL
 JZ0443
 JZ0443  NGVD 29 (??/??/92)  203.623  (m)          668.05   (f) ADJ UNCH    1 2
 JZ0443
 JZ0443.Superseded values are not recommended for survey control.
 JZ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0443.See file dsdata.txt to determine how the superseded data were derived.
 JZ0443
 JZ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ167548(NAD 83)
 JZ0443_MARKER: DB = BENCH MARK DISK
 JZ0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0443_SP_SET: CULVERT
 JZ0443_STAMPING: H 145 1947
 JZ0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0443+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2001
 JZ0443
 JZ0443  HISTORY     - Date     Condition        Report By
 JZ0443  HISTORY     - 1947     MONUMENTED       CGS
 JZ0443  HISTORY     - 20011218 GOOD             BUTCOE
 JZ0443
 JZ0443                          STATION DESCRIPTION
 JZ0443
 JZ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0443'3.6 MI NW FROM GLENDALE.
 JZ0443'3.55 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0443'THE STATION AT GLENDALE, ABOUT 1.25 MILES NORTHWEST OF THE
 JZ0443'HAMILTON-BUTLER COUNTY LINE ROAD CROSSING, AT THE GRADE CROSSING
 JZ0443'OF MUHLHAUSER ROAD, SET IN THE TOP OF THE NORTH CONCRETE WING
 JZ0443'WALL AT THE NORTHWEST END OF A STONE AND CONCRETE RAILROAD
 JZ0443'CULVERT NO. 187, 39.5 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JZ0443'12.8 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 3 FEET
 JZ0443'BELOW THE TRACK.
 JZ0443
 JZ0443                          STATION RECOVERY (2001)
 JZ0443
 JZ0443'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2001 (WCL)
 JZ0443'MARK FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0947 ***********************************************************************
 JZ0947  DESIGNATION -  H 146
 JZ0947  PID         -  JZ0947
 JZ0947  STATE/COUNTY-  OH/BUTLER
 JZ0947  USGS QUAD   -  REILY (1992)
 JZ0947
 JZ0947                         *CURRENT SURVEY CONTROL
 JZ0947  ___________________________________________________________________
 JZ0947* NAD 83(1986)-  39 25 50.     (N)    084 47 34.     (W)     SCALED    
 JZ0947* NAVD 88     -       276.190  (meters)     906.13   (feet)  ADJUSTED  
 JZ0947  ___________________________________________________________________
 JZ0947  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JZ0947  DYNAMIC HT  -         276.031 (meters)     905.61  (feet)  COMP
 JZ0947  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 JZ0947
 JZ0947  VERT ORDER  -  SECOND    CLASS 0
 JZ0947
 JZ0947.The horizontal coordinates were scaled from a topographic map and have
 JZ0947.an estimated accuracy of +/- 6 seconds.
 JZ0947
 JZ0947.The orthometric height was determined by differential leveling
 JZ0947.and adjusted by the National Geodetic Survey in June 1991..
 JZ0947
 JZ0947.The geoid height was determined by GEOID03.
 JZ0947
 JZ0947.The dynamic height is computed by dividing the NAVD 88
 JZ0947.geopotential number by the normal gravity value computed on the
 JZ0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0947.degrees latitude (g = 980.6199 gals.).
 JZ0947
 JZ0947.The modeled gravity was interpolated from observed gravity values.
 JZ0947
 JZ0947;                    North         East    Units  Estimated Accuracy
 JZ0947;SPC OH S     -   161,320.      402,630.      MT  (+/- 180 meters Scaled)
 JZ0947
 JZ0947                          SUPERSEDED SURVEY CONTROL
 JZ0947
 JZ0947  NGVD 29 (??/??/92)  276.364  (m)          906.70   (f) ADJ UNCH    2 0
 JZ0947
 JZ0947.Superseded values are not recommended for survey control.
 JZ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0947.See file dsdata.txt to determine how the superseded data were derived.
 JZ0947
 JZ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ899668(NAD 83)
 JZ0947_MARKER: DB = BENCH MARK DISK
 JZ0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0947_SP_SET: BRIDGE
 JZ0947_STAMPING: H 146 1947
 JZ0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0947
 JZ0947  HISTORY     - Date     Condition        Report By
 JZ0947  HISTORY     - 1947     MONUMENTED       CGS
 JZ0947  HISTORY     - 20011107 GOOD             BUTCOE
 JZ0947
 JZ0947                          STATION DESCRIPTION
 JZ0947
 JZ0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0947'1.6 MI E FROM PEORIA.
 JZ0947'0.25 MILE SOUTH ALONG THE OHIO INDIANA STATE LINE ROAD FROM THE
 JZ0947'CHESAPEAKE AND OHIO RAILWAY STATION AT PEORIA, THENCE ABOUT 1.35
 JZ0947'MILES EAST ALONG THE PEORIA-REILY ROAD, ABOUT 0.2 MILE WEST OF
 JZ0947'THE CROSSING OF WEAVER ROAD, SET IN THE TOP OF THE EAST END OF
 JZ0947'THE SOUTH HEAD WALL OF A 12-FOOT CONCRETE BRIDGE OVER A STREAM,
 JZ0947'11.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF
 JZ0947'THE EAST END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE ROAD.
 JZ0947'NOTE-- MARK IS ABOUT 1.8 MILES WEST OF THE TOWN HALL AT REILY.
 JZ0947
 JZ0947                          STATION RECOVERY (2001)
 JZ0947
 JZ0947'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2001 (WCL)
 JZ0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1092 ***********************************************************************
 KY1092  DESIGNATION -  H 148
 KY1092  PID         -  KY1092
 KY1092  STATE/COUNTY-  OH/MAHONING
 KY1092  USGS QUAD   -  NEW MIDDLETOWN (1988)
 KY1092
 KY1092                         *CURRENT SURVEY CONTROL
 KY1092  ___________________________________________________________________
 KY1092* NAD 83(1986)-  40 58 59.     (N)    080 31 08.     (W)     SCALED    
 KY1092* NAVD 88     -       350.324  (meters)    1149.35   (feet)  ADJUSTED  
 KY1092  ___________________________________________________________________
 KY1092  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KY1092  DYNAMIC HT  -         350.157 (meters)    1148.81  (feet)  COMP
 KY1092  MODELED GRAV-     980,136.0   (mgal)                       NAVD 88
 KY1092
 KY1092  VERT ORDER  -  SECOND    CLASS 0
 KY1092
 KY1092.The horizontal coordinates were scaled from a topographic map and have
 KY1092.an estimated accuracy of +/- 6 seconds.
 KY1092
 KY1092.The orthometric height was determined by differential leveling
 KY1092.and adjusted by the National Geodetic Survey in June 1991..
 KY1092
 KY1092.The geoid height was determined by GEOID03.
 KY1092
 KY1092.The dynamic height is computed by dividing the NAVD 88
 KY1092.geopotential number by the normal gravity value computed on the
 KY1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1092.degrees latitude (g = 980.6199 gals.).
 KY1092
 KY1092.The modeled gravity was interpolated from observed gravity values.
 KY1092
 KY1092;                    North         East    Units  Estimated Accuracy
 KY1092;SPC OH N     -   148,070.      766,700.      MT  (+/- 180 meters Scaled)
 KY1092
 KY1092                          SUPERSEDED SURVEY CONTROL
 KY1092
 KY1092  NGVD 29 (??/??/92)  350.485  (m)         1149.88   (f) ADJ UNCH    2 0
 KY1092
 KY1092.Superseded values are not recommended for survey control.
 KY1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1092.See file dsdata.txt to determine how the superseded data were derived.
 KY1092
 KY1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF404369(NAD 83)
 KY1092_MARKER: DB = BENCH MARK DISK
 KY1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1092_SP_SET: BRIDGE
 KY1092_STAMPING: H 148 1949
 KY1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1092+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 KY1092
 KY1092  HISTORY     - Date     Condition        Report By
 KY1092  HISTORY     - 1949     MONUMENTED       CGS
 KY1092  HISTORY     - 1950     GOOD             NGS
 KY1092  HISTORY     - 20060820 GOOD             GEOCAC
 KY1092
 KY1092                          STATION DESCRIPTION
 KY1092
 KY1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1092'4.1 MI SE FROM LOWELLVILLE.
 KY1092'ABOUT 1.1 MILES SOUTHEAST ALONG THE POLAND-STRUTHERS-LOWELLVILLE
 KY1092'ROAD FROM THE SOUTH END OF BRIDGE OVER MAHONING RIVER AT LOWELLVILLE,
 KY1092'THENCE ABOUT 0.1 MILE EAST ALONG U.S. 224, THENCE ABOUT 0.7
 KY1092'MILE SOUTHEAST ALONG STYMIE ROAD, THENCE ABOUT 2.2 MILES SOUTH
 KY1092'ALONG THE OHIO-PENNA. STATE LINE ROAD, IN THE TOP AND EAST END
 KY1092'OF THE WEST WINGWALL OF A 9 FOOT BRIDGE OVER ROAD, A SMALL STREAM,
 KY1092'17 FEET WEST OF THE CENTERLINE OF THE OHIO-PENNA. STATE LINE
 KY1092'ROAD, 2.5 FEET NORTHWEST OF THE SOUTH END OF STEEL RAILING.  A
 KY1092'STANDARD DISK CEMENTED IN A DRILLED HOLE AND ABOUT 0.5 FEET
 KY1092'BELOW THE LEVEL OF THE ROAD.
 KY1092
 KY1092                          STATION RECOVERY (2006)
 KY1092
 KY1092'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1184 ***********************************************************************
 KY1184  DESIGNATION -  H 149
 KY1184  PID         -  KY1184
 KY1184  STATE/COUNTY-  OH/MAHONING
 KY1184  USGS QUAD   -  COLUMBIANA (1994)
 KY1184
 KY1184                         *CURRENT SURVEY CONTROL
 KY1184  ___________________________________________________________________
 KY1184* NAD 83(1986)-  40 57 02.     (N)    080 38 28.     (W)     SCALED    
 KY1184* NAVD 88     -       350.246  (meters)    1149.10   (feet)  ADJUSTED  
 KY1184  ___________________________________________________________________
 KY1184  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY1184  DYNAMIC HT  -         350.077 (meters)    1148.54  (feet)  COMP
 KY1184  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 KY1184
 KY1184  VERT ORDER  -  SECOND    CLASS 0
 KY1184
 KY1184.The horizontal coordinates were scaled from a topographic map and have
 KY1184.an estimated accuracy of +/- 6 seconds.
 KY1184
 KY1184.The orthometric height was determined by differential leveling
 KY1184.and adjusted by the National Geodetic Survey in June 1991..
 KY1184
 KY1184.The geoid height was determined by GEOID03.
 KY1184
 KY1184.The dynamic height is computed by dividing the NAVD 88
 KY1184.geopotential number by the normal gravity value computed on the
 KY1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1184.degrees latitude (g = 980.6199 gals.).
 KY1184
 KY1184.The modeled gravity was interpolated from observed gravity values.
 KY1184
 KY1184;                    North         East    Units  Estimated Accuracy
 KY1184;SPC OH N     -   144,240.      756,490.      MT  (+/- 180 meters Scaled)
 KY1184
 KY1184                          SUPERSEDED SURVEY CONTROL
 KY1184
 KY1184  NGVD 29 (??/??/92)  350.401  (m)         1149.61   (f) ADJ UNCH    2 0
 KY1184
 KY1184.Superseded values are not recommended for survey control.
 KY1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1184.See file dsdata.txt to determine how the superseded data were derived.
 KY1184
 KY1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF302333(NAD 83)
 KY1184_MARKER: DB = BENCH MARK DISK
 KY1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1184_STAMPING: H 149 1949
 KY1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1184+STABILITY: SURFACE MOTION
 KY1184
 KY1184  HISTORY     - Date     Condition        Report By
 KY1184  HISTORY     - 1949     MONUMENTED       CGS
 KY1184  HISTORY     - 1950     GOOD             NGS
 KY1184  HISTORY     - 19960901 GOOD             USPSQD
 KY1184  HISTORY     - 20060711 MARK NOT FOUND   GEOCAC
 KY1184
 KY1184                          STATION DESCRIPTION
 KY1184
 KY1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1184'1.7 MI NE FROM NORTH LIMA.
 KY1184'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 165 FROM ITS INTERSECTION
 KY1184'WITH STATE HIGHWAY 7 AT NORTH LIIMA, THENCE ABOUT 0.5 MILE
 KY1184'NORTHWEST ALONG STATE HIGHWAY 626, AT THE JUNCTION OF STATE
 KY1184'HIGHWAY 626 AND MILEY ROAD, 23 FEET EAST OF THE CENTERLINE
 KY1184'OF STATE HIGHWAY 626, 27.5 FEET SOUTH OF THE SOUTHWEST CORNER OF
 KY1184'A LARGE BARN, 5 FEET NORTHWEST OF A 16 INCH TREE, OPPOSITE THE
 KY1184'EAST END OF MILEY ROAD.  IT IS 2 FEET EAST OF A WHITE WITNESS
 KY1184'POST AND ABOUT LEVEL WITH THE CENTER OF STATE HIGHWAY 626.  A
 KY1184'STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTING
 KY1184'3 INCHES.
 KY1184
 KY1184                          STATION RECOVERY (1996)
 KY1184
 KY1184'RECOVERY NOTE BY US POWER SQUADRON 1996
 KY1184'RECOVERED IN GOOD CONDITION.
 KY1184
 KY1184                          STATION RECOVERY (2006)
 KY1184
 KY1184'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1167 ***********************************************************************
 KY1167  DESIGNATION -  H 150 RESET
 KY1167  PID         -  KY1167
 KY1167  STATE/COUNTY-  OH/COLUMBIANA
 KY1167  USGS QUAD   -  SALEM (1994)
 KY1167
 KY1167                         *CURRENT SURVEY CONTROL
 KY1167  ___________________________________________________________________
 KY1167* NAD 83(1986)-  40 54 29.     (N)    080 51 23.     (W)     SCALED    
 KY1167* NAVD 88     -       367.62   (+/-2cm)    1206.1    (feet)  VERTCON   
 KY1167  ___________________________________________________________________
 KY1167  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY1167
 KY1167  VERT ORDER  -  THIRD (See Below)
 KY1167
 KY1167.The horizontal coordinates were scaled from a topographic map and have
 KY1167.an estimated accuracy of +/- 6 seconds.
 KY1167
 KY1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY1167.The vertical order pertains to the NGVD 29 superseded value.
 KY1167
 KY1167.The geoid height was determined by GEOID03.
 KY1167
 KY1167;                    North         East    Units  Estimated Accuracy
 KY1167;SPC OH N     -   139,160.      738,460.      MT  (+/- 180 meters Scaled)
 KY1167
 KY1167                          SUPERSEDED SURVEY CONTROL
 KY1167
 KY1167  NGVD 29 (10/13/05)  367.77   (m)         1206.6    (f) RESET       3  
 KY1167
 KY1167.Superseded values are not recommended for survey control.
 KY1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1167.See file dsdata.txt to determine how the superseded data were derived.
 KY1167
 KY1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF120285(NAD 83)
 KY1167_MARKER: DB = BENCH MARK DISK
 KY1167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1167_SP_SET: BUILDING
 KY1167_STAMPING: H 150 RESET 1957
 KY1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1167
 KY1167  HISTORY     - Date     Condition        Report By
 KY1167  HISTORY     - 1957     MONUMENTED       VOCO
 KY1167  HISTORY     - 20060627 MARK NOT FOUND   GEOCAC
 KY1167
 KY1167                          STATION DESCRIPTION
 KY1167
 KY1167'DESCRIBED BY VALVOLINE OIL COMPANY 1957
 KY1167'0.8 MI NW FROM SALEM.
 KY1167'0.2 MILE WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 KY1167'SALEM, THENCE ABOUT 0.6 MILE NORTH ALONG ELLSWORTH AVENUE AND
 KY1167'STATE HIGHWAY 45, AT THE NORTHEAST CORNER OF 8TH STREET AND
 KY1167'ELLSWORTH AVENUE OR STATE HIGHWAY 45, AND 15.75 INCHES EAST OF
 KY1167'THE NORTHWEST CORNER OF THE NEW FREEDOM SERVICE STATION BUILDING,
 KY1167'30 INCHES ABOVE GRADE.  THE DISK IS SET VERTICAL IN A DRILLED
 KY1167'HOLE IN THE NORTH FACE OF THE CONCRETE BLOCK BUILDING.
 KY1167
 KY1167                          STATION RECOVERY (2006)
 KY1167
 KY1167'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1167'THE BUILDING IN WHICH THE MARK WAS SET HAS BEEN DEMOLISHED. THERE IS
 KY1167'NOW ONLY A PARKING LOT AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0865 ***********************************************************************
 MB0865  DESIGNATION -  H 151
 MB0865  PID         -  MB0865
 MB0865  STATE/COUNTY-  OH/MAHONING
 MB0865  USGS QUAD   -  LAKE MILTON (1979)
 MB0865
 MB0865                         *CURRENT SURVEY CONTROL
 MB0865  ___________________________________________________________________
 MB0865* NAD 83(1986)-  41 05 20.     (N)    080 55 33.     (W)     SCALED    
 MB0865* NAVD 88     -       314.048  (meters)    1030.34   (feet)  ADJUSTED  
 MB0865  ___________________________________________________________________
 MB0865  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB0865  DYNAMIC HT  -         313.906 (meters)    1029.87  (feet)  COMP
 MB0865  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 MB0865
 MB0865  VERT ORDER  -  SECOND    CLASS 0
 MB0865
 MB0865.The horizontal coordinates were scaled from a topographic map and have
 MB0865.an estimated accuracy of +/- 6 seconds.
 MB0865
 MB0865.The orthometric height was determined by differential leveling
 MB0865.and adjusted by the National Geodetic Survey in June 1991..
 MB0865
 MB0865.The geoid height was determined by GEOID03.
 MB0865
 MB0865.The dynamic height is computed by dividing the NAVD 88
 MB0865.geopotential number by the normal gravity value computed on the
 MB0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0865.degrees latitude (g = 980.6199 gals.).
 MB0865
 MB0865.The modeled gravity was interpolated from observed gravity values.
 MB0865
 MB0865;                    North         East    Units  Estimated Accuracy
 MB0865;SPC OH N     -   159,130.      732,250.      MT  (+/- 180 meters Scaled)
 MB0865
 MB0865                          SUPERSEDED SURVEY CONTROL
 MB0865
 MB0865  NGVD 29 (??/??/92)  314.221  (m)         1030.91   (f) ADJ UNCH    2 0
 MB0865
 MB0865.Superseded values are not recommended for survey control.
 MB0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0865.See file dsdata.txt to determine how the superseded data were derived.
 MB0865
 MB0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF062486(NAD 83)
 MB0865_MARKER: DB = BENCH MARK DISK
 MB0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0865_SP_SET: BRIDGE
 MB0865_STAMPING: H 151 1949
 MB0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0865
 MB0865  HISTORY     - Date     Condition        Report By
 MB0865  HISTORY     - 1949     MONUMENTED       CGS
 MB0865  HISTORY     - 1950     GOOD             NGS
 MB0865  HISTORY     - 20060723 MARK NOT FOUND   GEOCAC
 MB0865
 MB0865                          STATION DESCRIPTION
 MB0865
 MB0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0865'4.7 MI SE FROM PRICETOWN.
 MB0865'ABOUT 1.3 MILES EAST ALONG THE MAHONING-TRUMBULL COUNTY LINE
 MB0865'ROAD FROM THE COMMUNITY CHURCH AT PRICETOWN, THENCE ABOUT 0.9
 MB0865'MILES SOUTHEAST ALONG ROBINSON ROAD, THENCE ABOUT 2.5 MILES
 MB0865'SOUTH ALONG THE ORRS CORNERS-NEWTON FALLS ROAD, ABOUT 0.7 MILE
 MB0865'SOUTH OF S.R. 18 ALONG ORRS CORNERS-NEWTON FALLS ROAD, IN THE
 MB0865'TOP AND SOUTHWEST END OF THE SOUTHEAST CONCRETE BANISTER OF A 15
 MB0865'FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 10 FEET SOUTHEAST OF
 MB0865'THE CENTERLINE OF THE ROAD.  IT IS A STANDARD DISK CEMENTED IN
 MB0865'A DRILLED HOLE AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 MB0865
 MB0865                          STATION RECOVERY (2006)
 MB0865
 MB0865'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0865'THE BRIDGE HAS BEEN RECONSTRUCTED AND THE CONCRETE BANISTER IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0922 ***********************************************************************
 MB0922  DESIGNATION -  H 152
 MB0922  PID         -  MB0922
 MB0922  STATE/COUNTY-  OH/TRUMBULL
 MB0922  USGS QUAD   -  SHARON WEST (1994)
 MB0922
 MB0922                         *CURRENT SURVEY CONTROL
 MB0922  ___________________________________________________________________
 MB0922* NAD 83(1986)-  41 14 07.     (N)    080 33 16.     (W)     SCALED    
 MB0922* NAVD 88     -       323.216  (meters)    1060.42   (feet)  ADJUSTED  
 MB0922  ___________________________________________________________________
 MB0922  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0922  DYNAMIC HT  -         323.071 (meters)    1059.94  (feet)  COMP
 MB0922  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 MB0922
 MB0922  VERT ORDER  -  SECOND    CLASS 0
 MB0922
 MB0922.The horizontal coordinates were scaled from a topographic map and have
 MB0922.an estimated accuracy of +/- 6 seconds.
 MB0922
 MB0922.The orthometric height was determined by differential leveling
 MB0922.and adjusted by the National Geodetic Survey in June 1991..
 MB0922
 MB0922.The geoid height was determined by GEOID03.
 MB0922
 MB0922.The dynamic height is computed by dividing the NAVD 88
 MB0922.geopotential number by the normal gravity value computed on the
 MB0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0922.degrees latitude (g = 980.6199 gals.).
 MB0922
 MB0922.The modeled gravity was interpolated from observed gravity values.
 MB0922
 MB0922;                    North         East    Units  Estimated Accuracy
 MB0922;SPC OH N     -   176,010.      763,080.      MT  (+/- 180 meters Scaled)
 MB0922
 MB0922                          SUPERSEDED SURVEY CONTROL
 MB0922
 MB0922  NGVD 29 (??/??/92)  323.381  (m)         1060.96   (f) ADJ UNCH    2 0
 MB0922
 MB0922.Superseded values are not recommended for survey control.
 MB0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0922.See file dsdata.txt to determine how the superseded data were derived.
 MB0922
 MB0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF373649(NAD 83)
 MB0922_MARKER: DB = BENCH MARK DISK
 MB0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0922_STAMPING: H 152 1950
 MB0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0922+STABILITY: SURFACE MOTION
 MB0922
 MB0922  HISTORY     - Date     Condition        Report By
 MB0922  HISTORY     - 1950     MONUMENTED       CGS
 MB0922  HISTORY     - 19910925 MARK NOT FOUND   OHDT
 MB0922  HISTORY     - 20060714 MARK NOT FOUND   GEOCAC
 MB0922
 MB0922                          STATION DESCRIPTION
 MB0922
 MB0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0922'0.7 MI E FROM BROOKFIELD.
 MB0922'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 82 FROM ITS INTERSECTION
 MB0922'WITH STATE HIGHWAY 7, AT A FARM PLACE ABOUT HALF WAY BETWEEN 2
 MB0922'CURVES, 24.5 FEET NORTH-NORTHWEST OF THE CENTERLINE OF STATE
 MB0922'HIGHWAY 82, 16 FEET EAST-NORTHEAST OF A 28 INCH TREE SERVING AS
 MB0922'FENCE CORNER, 87 FEET EAST-NORTHEAST OF THE CENTERLINE OF
 MB0922'DRIVEWAY LEADING TO FARM HOUSE.  IT IS 2 FEET SOUTHWEST OF A
 MB0922'WHITE WITNESS POST AND ABOUT LEVEL WITH THE CENTER OF THE
 MB0922'HIGHWAY.  A STANARD DISK SET IN THE TOP OF A CONCRETE POST AND
 MB0922'ABOUT FLUSH WITH THE LEVEL OF THE GROUND.
 MB0922
 MB0922                          STATION RECOVERY (1991)
 MB0922
 MB0922'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 MB0922'------ REPORT BY ODOT ---------1991--------- CONDITION - UNKNOWN ----
 MB0922'NOTE*DRIVEWAY HAS BEEN REMOVED AND VALLEY VIEW PLAZA PUT IN.
 MB0922
 MB0922                          STATION RECOVERY (2006)
 MB0922
 MB0922'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0922'THE FARM PLACE, DRIVEWAY, AND TREE HAVE BEEN REPLACED BY A SHOPPING
 MB0922'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0927 ***********************************************************************
 MB0927  DESIGNATION -  H 153 RESET
 MB0927  PID         -  MB0927
 MB0927  STATE/COUNTY-  OH/TRUMBULL
 MB0927  USGS QUAD   -  GIRARD (1994)
 MB0927
 MB0927                         *CURRENT SURVEY CONTROL
 MB0927  ___________________________________________________________________
 MB0927* NAD 83(1986)-  41 09 44.     (N)    080 37 44.     (W)     SCALED    
 MB0927* NAVD 88     -       304.04   (+/-2cm)     997.5    (feet)  VERTCON   
 MB0927  ___________________________________________________________________
 MB0927  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 MB0927
 MB0927  VERT ORDER  -  THIRD (See Below)
 MB0927
 MB0927.The horizontal coordinates were scaled from a topographic map and have
 MB0927.an estimated accuracy of +/- 6 seconds.
 MB0927
 MB0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB0927.The vertical order pertains to the NGVD 29 superseded value.
 MB0927
 MB0927.The geoid height was determined by GEOID03.
 MB0927
 MB0927;                    North         East    Units  Estimated Accuracy
 MB0927;SPC OH N     -   167,760.      757,020.      MT  (+/- 180 meters Scaled)
 MB0927
 MB0927                          SUPERSEDED SURVEY CONTROL
 MB0927
 MB0927  NGVD 29 (10/13/05)  304.22   (m)          998.1    (f) RESET       3  
 MB0927
 MB0927.Superseded values are not recommended for survey control.
 MB0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0927.See file dsdata.txt to determine how the superseded data were derived.
 MB0927
 MB0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF311568(NAD 83)
 MB0927_MARKER: DB = BENCH MARK DISK
 MB0927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0927_SP_SET: BRIDGE
 MB0927_STAMPING: H 153 RESET 1971
 MB0927_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0927+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 MB0927
 MB0927  HISTORY     - Date     Condition        Report By
 MB0927  HISTORY     - 1971     MONUMENTED       OHHD
 MB0927  HISTORY     - 19930924 GOOD             OHDT
 MB0927  HISTORY     - 20060522 GOOD             GEOCAC
 MB0927
 MB0927                          STATION DESCRIPTION
 MB0927
 MB0927'DESCRIBED BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971
 MB0927'1.8 MI E FROM CHURCHILL.
 MB0927'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 304 FROM THE CEMETERY
 MB0927'AT CHURCHILL, SET IN THE TOP OF THE SOUTHWEST END OF THE
 MB0927'SOUTHWEST WINGWALL OF A 20 FOOT CONCRETE SLAB BRIDGE OVER A
 MB0927'SMALL STREAM AND 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 MB0927
 MB0927                          STATION RECOVERY (1993)
 MB0927
 MB0927'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0927'RECOVERED IN GOOD CONDITION.
 MB0927
 MB0927                          STATION RECOVERY (2006)
 MB0927
 MB0927'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0970 ***********************************************************************
 MB0970  DESIGNATION -  H 154
 MB0970  PID         -  MB0970
 MB0970  STATE/COUNTY-  OH/MAHONING
 MB0970  USGS QUAD   -  CAMPBELL (1979)
 MB0970
 MB0970                         *CURRENT SURVEY CONTROL
 MB0970  ___________________________________________________________________
 MB0970* NAD 83(1986)-  41 05 25.     (N)    080 36 05.     (W)     SCALED    
 MB0970* NAVD 88     -       324.854  (meters)    1065.79   (feet)  ADJUSTED  
 MB0970  ___________________________________________________________________
 MB0970  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MB0970  DYNAMIC HT  -         324.704 (meters)    1065.30  (feet)  COMP
 MB0970  MODELED GRAV-     980,153.2   (mgal)                       NAVD 88
 MB0970
 MB0970  VERT ORDER  -  SECOND    CLASS 0
 MB0970
 MB0970.The horizontal coordinates were scaled from a topographic map and have
 MB0970.an estimated accuracy of +/- 6 seconds.
 MB0970
 MB0970.The orthometric height was determined by differential leveling
 MB0970.and adjusted by the National Geodetic Survey in June 1991..
 MB0970
 MB0970.The geoid height was determined by GEOID03.
 MB0970
 MB0970.The dynamic height is computed by dividing the NAVD 88
 MB0970.geopotential number by the normal gravity value computed on the
 MB0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0970.degrees latitude (g = 980.6199 gals.).
 MB0970
 MB0970.The modeled gravity was interpolated from observed gravity values.
 MB0970
 MB0970;                    North         East    Units  Estimated Accuracy
 MB0970;SPC OH N     -   159,820.      759,500.      MT  (+/- 180 meters Scaled)
 MB0970
 MB0970                          SUPERSEDED SURVEY CONTROL
 MB0970
 MB0970  NGVD 29 (??/??/92)  325.029  (m)         1066.37   (f) ADJ UNCH    2 0
 MB0970
 MB0970.Superseded values are not recommended for survey control.
 MB0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0970.See file dsdata.txt to determine how the superseded data were derived.
 MB0970
 MB0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF334488(NAD 83)
 MB0970_MARKER: DB = BENCH MARK DISK
 MB0970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0970_SP_SET: HEADWALL
 MB0970_STAMPING: H 154 1950
 MB0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0970
 MB0970  HISTORY     - Date     Condition        Report By
 MB0970  HISTORY     - 1950     MONUMENTED       CGS
 MB0970  HISTORY     - 20060123 MARK NOT FOUND   GEOCAC
 MB0970
 MB0970                          STATION DESCRIPTION
 MB0970
 MB0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0970'1.7 MI W FROM COITSVILLE.
 MB0970'ABOUT 1.7 MILE WEST ALONG U.S. HIGHWAY 422 FROM ITS INTERSECTION
 MB0970'WITH STATE HIGHWAY 616, ABOUT 0.1 MILE WEST OF SIXTH STREET, IN
 MB0970'THE TOP AND EAST END OF A CONCRETE HEADWALL, 12.5 FEET WEST OF
 MB0970'THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF THE EAST END.  A
 MB0970'STANDARD DISK CEMENTED IN A DRILLED HOLE AND ABOUT 2 FEET BELOW
 MB0970'THE LEVEL OF THE CENTER OF U.S. HIGHWAY 422.
 MB0970
 MB0970                          STATION RECOVERY (2006)
 MB0970
 MB0970'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0970'THE ROAD WAS WIDENED AND THE HEADWALL IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0837 ***********************************************************************
 MB0837  DESIGNATION -  H 155
 MB0837  PID         -  MB0837
 MB0837  STATE/COUNTY-  OH/MAHONING
 MB0837  USGS QUAD   -  WARREN (1994)
 MB0837
 MB0837                         *CURRENT SURVEY CONTROL
 MB0837  ___________________________________________________________________
 MB0837* NAD 83(1986)-  41 08 02.     (N)    080 48 40.     (W)     SCALED    
 MB0837* NAVD 88     -       281.106  (meters)     922.26   (feet)  ADJUSTED  
 MB0837  ___________________________________________________________________
 MB0837  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB0837  DYNAMIC HT  -         280.979 (meters)     921.85  (feet)  COMP
 MB0837  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 MB0837
 MB0837  VERT ORDER  -  SECOND    CLASS 0
 MB0837
 MB0837.The horizontal coordinates were scaled from a topographic map and have
 MB0837.an estimated accuracy of +/- 6 seconds.
 MB0837
 MB0837.The orthometric height was determined by differential leveling
 MB0837.and adjusted by the National Geodetic Survey in June 1991..
 MB0837
 MB0837.The geoid height was determined by GEOID03.
 MB0837
 MB0837.The dynamic height is computed by dividing the NAVD 88
 MB0837.geopotential number by the normal gravity value computed on the
 MB0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0837.degrees latitude (g = 980.6199 gals.).
 MB0837
 MB0837.The modeled gravity was interpolated from observed gravity values.
 MB0837
 MB0837;                    North         East    Units  Estimated Accuracy
 MB0837;SPC OH N     -   164,300.      741,790.      MT  (+/- 180 meters Scaled)
 MB0837
 MB0837                          SUPERSEDED SURVEY CONTROL
 MB0837
 MB0837  NGVD 29 (??/??/92)  281.287  (m)          922.86   (f) ADJ UNCH    2 0
 MB0837
 MB0837.Superseded values are not recommended for survey control.
 MB0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0837.See file dsdata.txt to determine how the superseded data were derived.
 MB0837
 MB0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF158536(NAD 83)
 MB0837_MARKER: DB = BENCH MARK DISK
 MB0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0837_STAMPING: H 155 1950
 MB0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0837+STABILITY: SURFACE MOTION
 MB0837
 MB0837  HISTORY     - Date     Condition        Report By
 MB0837  HISTORY     - 1950     MONUMENTED       CGS
 MB0837  HISTORY     - 20060223 MARK NOT FOUND   GEOCAC
 MB0837
 MB0837                          STATION DESCRIPTION
 MB0837
 MB0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0837'1.1 MI W FROM OHLTOWN.
 MB0837'ABOUT 1.1 MILES WEST ALONG MAHONING-TRUMBULL COUNTY LINE ROAD
 MB0837'FROM THE EAST END OF THE OHLTOWN VIADUCT OVER MEANDER RESERVOIR,
 MB0837'AT A JUNCTION WITH A ROAD LEADING NORTH AND AT THE NORTHWEST
 MB0837'CORNER OF A PINE PLANTATION.  IT IS 30 FEET SOUTH OF THE
 MB0837'CENTERLINE OF THE COUNTY LINE ROAD, 19 FEET EAST-SOUTHEAST OF THE
 MB0837'EAST END OF A CONCRETE HEADWALL, 1.5 FEET NORTHWEST OF A GATE
 MB0837'POST, 4 FEET EAST-SOUTHEAST OF POLE 78 -1.  IT IS 2 FEET EAST OF
 MB0837'A WHITE WITNESS POST AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD
 MB0837'DISK SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE SURFACE
 MB0837'OF THE GROUND.
 MB0837
 MB0837                          STATION RECOVERY (2006)
 MB0837
 MB0837'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0968 ***********************************************************************
 MB0968  DESIGNATION -  H 156
 MB0968  PID         -  MB0968
 MB0968  STATE/COUNTY-  OH/MAHONING
 MB0968  USGS QUAD   -  CAMPBELL (1979)
 MB0968
 MB0968                         *CURRENT SURVEY CONTROL
 MB0968  ___________________________________________________________________
 MB0968* NAD 83(1986)-  41 06 33.     (N)    080 35 02.     (W)     SCALED    
 MB0968* NAVD 88     -       329.421  (meters)    1080.78   (feet)  ADJUSTED  
 MB0968  ___________________________________________________________________
 MB0968  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0968  DYNAMIC HT  -         329.269 (meters)    1080.28  (feet)  COMP
 MB0968  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 MB0968
 MB0968  VERT ORDER  -  SECOND    CLASS 0
 MB0968
 MB0968.This mark is at Lansdowne Airport (04G)
 MB0968
 MB0968.The horizontal coordinates were scaled from a topographic map and have
 MB0968.an estimated accuracy of +/- 6 seconds.
 MB0968
 MB0968.The orthometric height was determined by differential leveling
 MB0968.and adjusted by the National Geodetic Survey in June 1991..
 MB0968
 MB0968.The geoid height was determined by GEOID03.
 MB0968
 MB0968.The dynamic height is computed by dividing the NAVD 88
 MB0968.geopotential number by the normal gravity value computed on the
 MB0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0968.degrees latitude (g = 980.6199 gals.).
 MB0968
 MB0968.The modeled gravity was interpolated from observed gravity values.
 MB0968
 MB0968;                    North         East    Units  Estimated Accuracy
 MB0968;SPC OH N     -   161,950.      760,920.      MT  (+/- 180 meters Scaled)
 MB0968
 MB0968                          SUPERSEDED SURVEY CONTROL
 MB0968
 MB0968  NGVD 29 (??/??/92)  329.596  (m)         1081.35   (f) ADJ UNCH    2 0
 MB0968
 MB0968.Superseded values are not recommended for survey control.
 MB0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0968.See file dsdata.txt to determine how the superseded data were derived.
 MB0968
 MB0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF349509(NAD 83)
 MB0968_MARKER: DB = BENCH MARK DISK
 MB0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0968_SP_SET: GAS PUMP BASE
 MB0968_STAMPING: H 156 1950
 MB0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0968
 MB0968  HISTORY     - Date     Condition        Report By
 MB0968  HISTORY     - 1950     MONUMENTED       CGS
 MB0968
 MB0968                          STATION DESCRIPTION
 MB0968
 MB0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0968'2.4 MI NW FROM COITSVILLE.
 MB0968'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 422 FROM ITS INTERSECTION
 MB0968'WITH STATE HIGHWAY 616, THENCE ABOUT 1.4 MILES NORTH ALONG JACOBS
 MB0968'ROAD, AT THE WATSON AIRFIELD, IN THE TOP AND SOUTH END OF
 MB0968'CONCRETE BASE OF THE GAS PUMP, ABOUT 50 YARDS WEST-NORTHWEST OF
 MB0968'NEW CEMENT BLOCK HANGAR.  A STANDARD DISK CEMENTED IN A DRILLED
 MB0968'HOLE AND ABOUT 0.5 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0588 ***********************************************************************
 MB0588  DESIGNATION -  H 157
 MB0588  PID         -  MB0588
 MB0588  STATE/COUNTY-  OH/MAHONING
 MB0588  USGS QUAD   -  LAKE MILTON (1979)
 MB0588
 MB0588                         *CURRENT SURVEY CONTROL
 MB0588  ___________________________________________________________________
 MB0588* NAD 83(1986)-  41 02 59.     (N)    080 53 12.     (W)     SCALED    
 MB0588* NAVD 88     -       330.843  (meters)    1085.44   (feet)  ADJUSTED  
 MB0588  ___________________________________________________________________
 MB0588  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB0588  DYNAMIC HT  -         330.691 (meters)    1084.94  (feet)  COMP
 MB0588  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 MB0588
 MB0588  VERT ORDER  -  FIRST     CLASS II
 MB0588
 MB0588.The horizontal coordinates were scaled from a topographic map and have
 MB0588.an estimated accuracy of +/- 6 seconds.
 MB0588
 MB0588.The orthometric height was determined by differential leveling
 MB0588.and adjusted by the National Geodetic Survey in June 1991..
 MB0588
 MB0588.The geoid height was determined by GEOID03.
 MB0588
 MB0588.The dynamic height is computed by dividing the NAVD 88
 MB0588.geopotential number by the normal gravity value computed on the
 MB0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0588.degrees latitude (g = 980.6199 gals.).
 MB0588
 MB0588.The modeled gravity was interpolated from observed gravity values.
 MB0588
 MB0588;                    North         East    Units  Estimated Accuracy
 MB0588;SPC OH N     -   154,840.      735,620.      MT  (+/- 180 meters Scaled)
 MB0588
 MB0588                          SUPERSEDED SURVEY CONTROL
 MB0588
 MB0588  NGVD 29 (??/??/92)  331.013  (m)         1086.00   (f) ADJ UNCH    1 2
 MB0588
 MB0588.Superseded values are not recommended for survey control.
 MB0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0588.See file dsdata.txt to determine how the superseded data were derived.
 MB0588
 MB0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF095442(NAD 83)
 MB0588_MARKER: DB = BENCH MARK DISK
 MB0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0588_SP_SET: BRIDGE
 MB0588_STAMPING: H 157 1950
 MB0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0588
 MB0588  HISTORY     - Date     Condition        Report By
 MB0588  HISTORY     - 1950     MONUMENTED       CGS
 MB0588  HISTORY     - 20060319 MARK NOT FOUND   GEOCAC
 MB0588
 MB0588                          STATION DESCRIPTION
 MB0588
 MB0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0588'1 MI S FROM ROSEMONT.
 MB0588'ABOUT 0.95 MILE SOUTH ALONG THE ELLSWORTH STATION-BAILEYS
 MB0588'CORNER ROAD FROM ITS INTERSECTION WITH THE CANFIELD-PALMYRA
 MB0588'ROAD AT ROSEMONT.  IT IS IN THE TOP AND SOUTH END OF THE WEST
 MB0588'CONCRETE RAILING OF A 16 FOOT BRIDGE OVER A SMALL CREEK, 0.7
 MB0588'FOOT NORTH OF THE SOUTH END OF THE RAILING AND 12.3 FEET WEST
 MB0588'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK CEMENTED IN A
 MB0588'DRILLED HOLE AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 MB0588
 MB0588                          STATION RECOVERY (2006)
 MB0588
 MB0588'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0588'THE BRIDGE HAS BEEN REPLACED BY TWO CULVERTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0536 ***********************************************************************
 MB0536  DESIGNATION -  H 158
 MB0536  PID         -  MB0536
 MB0536  STATE/COUNTY-  OH/MAHONING
 MB0536  USGS QUAD   -  CAMPBELL (1979)
 MB0536
 MB0536                         *CURRENT SURVEY CONTROL
 MB0536  ___________________________________________________________________
 MB0536* NAD 83(1986)-  41 03 37.     (N)    080 35 03.     (W)     SCALED    
 MB0536* NAVD 88     -       259.271  (meters)     850.62   (feet)  ADJUSTED  
 MB0536  ___________________________________________________________________
 MB0536  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 MB0536  DYNAMIC HT  -         259.150 (meters)     850.23  (feet)  COMP
 MB0536  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 MB0536
 MB0536  VERT ORDER  -  FIRST     CLASS II
 MB0536
 MB0536.The horizontal coordinates were scaled from a topographic map and have
 MB0536.an estimated accuracy of +/- 6 seconds.
 MB0536
 MB0536.The orthometric height was determined by differential leveling
 MB0536.and adjusted by the National Geodetic Survey in June 1991..
 MB0536
 MB0536.The geoid height was determined by GEOID03.
 MB0536
 MB0536.The dynamic height is computed by dividing the NAVD 88
 MB0536.geopotential number by the normal gravity value computed on the
 MB0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0536.degrees latitude (g = 980.6199 gals.).
 MB0536
 MB0536.The modeled gravity was interpolated from observed gravity values.
 MB0536
 MB0536;                    North         East    Units  Estimated Accuracy
 MB0536;SPC OH N     -   156,520.      761,020.      MT  (+/- 180 meters Scaled)
 MB0536
 MB0536                          SUPERSEDED SURVEY CONTROL
 MB0536
 MB0536  NGVD 29 (??/??/92)  259.443  (m)          851.19   (f) ADJ UNCH    1 2
 MB0536
 MB0536.Superseded values are not recommended for survey control.
 MB0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0536.See file dsdata.txt to determine how the superseded data were derived.
 MB0536
 MB0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF349455(NAD 83)
 MB0536_MARKER: DB = BENCH MARK DISK
 MB0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0536_STAMPING: H 158 1950
 MB0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0536+STABILITY: SURFACE MOTION
 MB0536
 MB0536  HISTORY     - Date     Condition        Report By
 MB0536  HISTORY     - 1950     MONUMENTED       CGS
 MB0536
 MB0536                          STATION DESCRIPTION
 MB0536
 MB0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0536'NEAR STRUTHERS.
 MB0536'AT THE INTERSECTION OF BROAD STREET AND BRIDGE STREET, NEAR THE
 MB0536'BRIDGE CROSSING THE MAHONING RIVER AND AT MILE-POST 71-10.
 MB0536'IT IS 20 FEET NORTH OF THE NORTH RAIL, 62.5 FEET WEST OF THE WEST
 MB0536'CURB OF BRIDGE STREET AND 12 FEET SOUTH OF THE SOUTH CRUB OF
 MB0536'BROAD STREET, 3.5 FEET NORTH OF MILE-POST 71-10, 4 FEET NORTHEAST
 MB0536'OF A WHITE WITNESS POST AND 4 FEET HIGHER THAN THE TRACK.  A
 MB0536'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 MB0536'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1006 ***********************************************************************
 KY1006  DESIGNATION -  H 160
 KY1006  PID         -  KY1006
 KY1006  STATE/COUNTY-  OH/COLUMBIANA
 KY1006  USGS QUAD   -  EAST PALESTINE (1994)
 KY1006
 KY1006                         *CURRENT SURVEY CONTROL
 KY1006  ___________________________________________________________________
 KY1006* NAD 83(1986)-  40 50 07.     (N)    080 31 55.     (W)     SCALED    
 KY1006* NAVD 88     -       310.335  (meters)    1018.16   (feet)  ADJUSTED  
 KY1006  ___________________________________________________________________
 KY1006  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KY1006  DYNAMIC HT  -         310.180 (meters)    1017.65  (feet)  COMP
 KY1006  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 KY1006
 KY1006  VERT ORDER  -  FIRST     CLASS I
 KY1006
 KY1006.The horizontal coordinates were scaled from a topographic map and have
 KY1006.an estimated accuracy of +/- 6 seconds.
 KY1006
 KY1006.The orthometric height was determined by differential leveling
 KY1006.and adjusted by the National Geodetic Survey in June 1991..
 KY1006
 KY1006.The geoid height was determined by GEOID03.
 KY1006
 KY1006.The dynamic height is computed by dividing the NAVD 88
 KY1006.geopotential number by the normal gravity value computed on the
 KY1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1006.degrees latitude (g = 980.6199 gals.).
 KY1006
 KY1006.The modeled gravity was interpolated from observed gravity values.
 KY1006
 KY1006;                    North         East    Units  Estimated Accuracy
 KY1006;SPC OH N     -   131,640.      765,970.      MT  (+/- 180 meters Scaled)
 KY1006
 KY1006                          SUPERSEDED SURVEY CONTROL
 KY1006
 KY1006  NGVD 29 (??/??/92)  310.470  (m)         1018.60   (f) ADJ UNCH    1 1
 KY1006
 KY1006.Superseded values are not recommended for survey control.
 KY1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1006.See file dsdata.txt to determine how the superseded data were derived.
 KY1006
 KY1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF394205(NAD 83)
 KY1006_MARKER: DB = BENCH MARK DISK
 KY1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1006_STAMPING: H 160 1950
 KY1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1006+STABILITY: SURFACE MOTION
 KY1006
 KY1006  HISTORY     - Date     Condition        Report By
 KY1006  HISTORY     - 1950     MONUMENTED       CGS
 KY1006  HISTORY     - 1966     GOOD             NGS
 KY1006
 KY1006                          STATION DESCRIPTION
 KY1006
 KY1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1006'AT EAST PALESTINE.
 KY1006'AT EAST PALESTINE, ABOUT 0.4 MILE EAST ALONG THE PENNSYLVANIA
 KY1006'RAILROAD FROM THE STATION, 0.5 MILE WEST OF MILEPOST P 49, ABOUT
 KY1006'0.2 MILE EAST OF THE CROSSING OF JAMES STREET, ABOUT 45 YARDS
 KY1006'EAST OF THE EXTENDED CENTER LINE OF COLUMBIA STREET, AT AN
 KY1006'ABANDONED STORAGE TANK, 55.6 FEET SOUTH OF AND ACROSS A SIDE
 KY1006'TRACK FROM THE SOUTH RAIL OF MAIN TRACK, 40 1/2 FEET SOUTHWEST OF
 KY1006'A SWITCH STAND, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST, IN
 KY1006'SECTION 25, R 1 W, T 8 N, ABOUT LEVEL WITH THE TRACK AND SET IN
 KY1006'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 KY1006'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1036 ***********************************************************************
 MB1036  DESIGNATION -  H 161
 MB1036  PID         -  MB1036
 MB1036  STATE/COUNTY-  OH/ASHTABULA
 MB1036  USGS QUAD   -  WINDSOR (1994)
 MB1036
 MB1036                         *CURRENT SURVEY CONTROL
 MB1036  ___________________________________________________________________
 MB1036* NAD 83(1986)-  41 32 05.     (N)    080 54 54.     (W)     SCALED    
 MB1036* NAVD 88     -       245.022  (meters)     803.88   (feet)  ADJUSTED  
 MB1036  ___________________________________________________________________
 MB1036  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB1036  DYNAMIC HT  -         244.926 (meters)     803.56  (feet)  COMP
 MB1036  MODELED GRAV-     980,224.5   (mgal)                       NAVD 88
 MB1036
 MB1036  VERT ORDER  -  SECOND    CLASS 0
 MB1036
 MB1036.The horizontal coordinates were scaled from a topographic map and have
 MB1036.an estimated accuracy of +/- 6 seconds.
 MB1036
 MB1036.The orthometric height was determined by differential leveling
 MB1036.and adjusted by the National Geodetic Survey in June 1991..
 MB1036
 MB1036.The geoid height was determined by GEOID03.
 MB1036
 MB1036.The dynamic height is computed by dividing the NAVD 88
 MB1036.geopotential number by the normal gravity value computed on the
 MB1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1036.degrees latitude (g = 980.6199 gals.).
 MB1036
 MB1036.The modeled gravity was interpolated from observed gravity values.
 MB1036
 MB1036;                    North         East    Units  Estimated Accuracy
 MB1036;SPC OH N     -   208,650.      732,260.      MT  (+/- 180 meters Scaled)
 MB1036
 MB1036                          SUPERSEDED SURVEY CONTROL
 MB1036
 MB1036  NGVD 29 (??/??/92)  245.21   (m)          804.5    (f) COMPUTED    2 0
 MB1036
 MB1036.Superseded values are not recommended for survey control.
 MB1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1036.See file dsdata.txt to determine how the superseded data were derived.
 MB1036
 MB1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF070981(NAD 83)
 MB1036_MARKER: DB = BENCH MARK DISK
 MB1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1036_STAMPING: H 161 1950
 MB1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1036+STABILITY: SURFACE MOTION
 MB1036
 MB1036  HISTORY     - Date     Condition        Report By
 MB1036  HISTORY     - 1950     MONUMENTED       CGS
 MB1036  HISTORY     - 19960901 MARK NOT FOUND   USPSQD
 MB1036
 MB1036                          STATION DESCRIPTION
 MB1036
 MB1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB1036'1 MI E FROM WINDSOR.
 MB1036'ABOUT 1 MILE EAST ALONG U.S. HIGHWAY 322 FROM ITS INTERSECTION
 MB1036'WITH STATE HIGHWAY 534 AT WINDSOR, AT THE JUNCTION WITH A SIDE
 MB1036'ROAD SOUTH AND IS IN THE NORTHEAST CORNER OF A FARM YARD.  IT
 MB1036'IS 22 FEET SOUTH SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 30
 MB1036'FEET WEST OF THE CENTERLINE OF THE SIDE ROAD, 8 FEET NORTHEAST
 MB1036'OF A CONCRETE POST, 1 FOOT SOUTHWEST OF A POWER LINE POLE AND
 MB1036'ABOUT LEVEL WITH THE ROADS.  A STANDARD DISK SET IN THE TOP OF
 MB1036'A CONCRETE POST PROJECTING 1 INCH.
 MB1036
 MB1036                          STATION RECOVERY (1996)
 MB1036
 MB1036'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0686 ***********************************************************************
 MB0686  DESIGNATION -  H 162
 MB0686  PID         -  MB0686
 MB0686  STATE/COUNTY-  OH/TRUMBULL
 MB0686  USGS QUAD   -  SOUTHINGTON (1994)
 MB0686
 MB0686                         *CURRENT SURVEY CONTROL
 MB0686  ___________________________________________________________________
 MB0686* NAD 83(1986)-  41 18 30.     (N)    080 55 45.     (W)     SCALED    
 MB0686* NAVD 88     -       279.351  (meters)     916.50   (feet)  ADJUSTED  
 MB0686  ___________________________________________________________________
 MB0686  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB0686  DYNAMIC HT  -         279.233 (meters)     916.12  (feet)  COMP
 MB0686  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 MB0686
 MB0686  VERT ORDER  -  SECOND    CLASS 0
 MB0686
 MB0686.The horizontal coordinates were scaled from a topographic map and have
 MB0686.an estimated accuracy of +/- 6 seconds.
 MB0686
 MB0686.The orthometric height was determined by differential leveling
 MB0686.and adjusted by the National Geodetic Survey in June 1991..
 MB0686
 MB0686.The geoid height was determined by GEOID03.
 MB0686
 MB0686.The dynamic height is computed by dividing the NAVD 88
 MB0686.geopotential number by the normal gravity value computed on the
 MB0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0686.degrees latitude (g = 980.6199 gals.).
 MB0686
 MB0686.The modeled gravity was interpolated from observed gravity values.
 MB0686
 MB0686;                    North         East    Units  Estimated Accuracy
 MB0686;SPC OH N     -   183,490.      731,530.      MT  (+/- 180 meters Scaled)
 MB0686
 MB0686                          SUPERSEDED SURVEY CONTROL
 MB0686
 MB0686  NGVD 29 (??/??/92)  279.521  (m)          917.06   (f) ADJ UNCH    2 0
 MB0686
 MB0686.Superseded values are not recommended for survey control.
 MB0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0686.See file dsdata.txt to determine how the superseded data were derived.
 MB0686
 MB0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF059729(NAD 83)
 MB0686_MARKER: DB = BENCH MARK DISK
 MB0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0686_STAMPING: H 162 1950
 MB0686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0686+STABILITY: SURFACE MOTION
 MB0686
 MB0686  HISTORY     - Date     Condition        Report By
 MB0686  HISTORY     - 1950     MONUMENTED       CGS
 MB0686  HISTORY     - 19890101 GOOD             OHDT
 MB0686
 MB0686                          STATION DESCRIPTION
 MB0686
 MB0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0686'1.3 MI E FROM SOUTHINGTON.
 MB0686'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 305 FROM ITS INTERSECTION
 MB0686'WITH STATE HIGHWAY 534 AT SOUTHINGTON, ACROSS THE ROAD FROM A
 MB0686'CEMETERY.  IT IS 29.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 MB0686'160 FEET WEST OF THE CENTERLINE OF A DRIVEWAY LEADING SOUTH TO A
 MB0686'1 1/2 STORY HOUSE, 14 FEET WEST NORTHWEST OF AN 14 INCH TREE, 11.5
 MB0686'FEET SOUTH OF A POLE, 3 FEET WEST OF A WHITE WITNESS POST AND 2
 MB0686'FEET HIGHER THAN THE ROAD.  A STANDARD DISK SET IN THE TOP OF A
 MB0686'CONCRETE POST PROJECTING 2 INCHES.
 MB0686
 MB0686                          STATION RECOVERY (1989)
 MB0686
 MB0686'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 MB0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0660 ***********************************************************************
 MB0660  DESIGNATION -  H 163
 MB0660  PID         -  MB0660
 MB0660  STATE/COUNTY-  OH/TRUMBULL
 MB0660  USGS QUAD   -  SOUTHINGTON (1994)
 MB0660
 MB0660                         *CURRENT SURVEY CONTROL
 MB0660  ___________________________________________________________________
 MB0660* NAD 83(1986)-  41 19 05.     (N)    080 57 21.     (W)     SCALED    
 MB0660* NAVD 88     -       268.228  (meters)     880.01   (feet)  ADJUSTED  
 MB0660  ___________________________________________________________________
 MB0660  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB0660  DYNAMIC HT  -         268.115 (meters)     879.64  (feet)  COMP
 MB0660  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 MB0660
 MB0660  VERT ORDER  -  SECOND    CLASS 0
 MB0660
 MB0660.The horizontal coordinates were scaled from a topographic map and have
 MB0660.an estimated accuracy of +/- 6 seconds.
 MB0660
 MB0660.The orthometric height was determined by differential leveling
 MB0660.and adjusted by the National Geodetic Survey in June 1991..
 MB0660
 MB0660.The geoid height was determined by GEOID03.
 MB0660
 MB0660.The dynamic height is computed by dividing the NAVD 88
 MB0660.geopotential number by the normal gravity value computed on the
 MB0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0660.degrees latitude (g = 980.6199 gals.).
 MB0660
 MB0660.The modeled gravity was interpolated from observed gravity values.
 MB0660
 MB0660;                    North         East    Units  Estimated Accuracy
 MB0660;SPC OH N     -   184,530.      729,280.      MT  (+/- 180 meters Scaled)
 MB0660
 MB0660                          SUPERSEDED SURVEY CONTROL
 MB0660
 MB0660  NGVD 29 (??/??/92)  268.401  (m)          880.58   (f) ADJ UNCH    2 0
 MB0660
 MB0660.Superseded values are not recommended for survey control.
 MB0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0660.See file dsdata.txt to determine how the superseded data were derived.
 MB0660
 MB0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF036740(NAD 83)
 MB0660_MARKER: DB = BENCH MARK DISK
 MB0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0660_STAMPING: H 163 1950
 MB0660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0660+STABILITY: SURFACE MOTION
 MB0660
 MB0660  HISTORY     - Date     Condition        Report By
 MB0660  HISTORY     - 1950     MONUMENTED       CGS
 MB0660  HISTORY     - 19890101 GOOD             OHDT
 MB0660
 MB0660                          STATION DESCRIPTION
 MB0660
 MB0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0660'0.7 MI N FROM SOUTHINGTON.
 MB0660'ABOUT 0.7 MILE NORTH ALONG STATE ROUTE 534 FROM ITS INTERSECTION
 MB0660'WITH STATE ROUTE 305 AND ON THE TOP OF A HILL BETWEEN TWO FARM
 MB0660'HOUSES.  IT IS 34 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 18
 MB0660'FEET SOUTH OF A POLE, 3 FEET NORTH OF A WHITE WITNESS POST AND
 MB0660'ABOUT 5 FEET ABOVE THE ROAD SURFACE.  IT IS A STANDARD DISK SET
 MB0660'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MB0660
 MB0660                          STATION RECOVERY (1989)
 MB0660
 MB0660'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 MB0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0211 ***********************************************************************
 LA0211  DESIGNATION -  H 164
 LA0211  PID         -  LA0211
 LA0211  STATE/COUNTY-  OH/MIAMI
 LA0211  USGS QUAD   -  TROY (1984)
 LA0211
 LA0211                         *CURRENT SURVEY CONTROL
 LA0211  ___________________________________________________________________
 LA0211* NAD 83(1986)-  40 02 11.     (N)    084 12 19.     (W)     SCALED    
 LA0211* NAVD 88     -       253.275  (meters)     830.95   (feet)  ADJUSTED  
 LA0211  ___________________________________________________________________
 LA0211  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LA0211  DYNAMIC HT  -         253.143 (meters)     830.52  (feet)  COMP
 LA0211  MODELED GRAV-     980,099.5   (mgal)                       NAVD 88
 LA0211
 LA0211  VERT ORDER  -  FIRST     CLASS II
 LA0211
 LA0211.The horizontal coordinates were scaled from a topographic map and have
 LA0211.an estimated accuracy of +/- 6 seconds.
 LA0211
 LA0211.The orthometric height was determined by differential leveling
 LA0211.and adjusted by the National Geodetic Survey in June 1991..
 LA0211
 LA0211.The geoid height was determined by GEOID03.
 LA0211
 LA0211.The dynamic height is computed by dividing the NAVD 88
 LA0211.geopotential number by the normal gravity value computed on the
 LA0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0211.degrees latitude (g = 980.6199 gals.).
 LA0211
 LA0211.The modeled gravity was interpolated from observed gravity values.
 LA0211
 LA0211;                    North         East    Units  Estimated Accuracy
 LA0211;SPC OH S     -   227,450.      454,470.      MT  (+/- 180 meters Scaled)
 LA0211
 LA0211                          SUPERSEDED SURVEY CONTROL
 LA0211
 LA0211  NGVD 29 (??/??/92)  253.460  (m)          831.56   (f) ADJ UNCH    1 2
 LA0211
 LA0211.Superseded values are not recommended for survey control.
 LA0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0211.See file dsdata.txt to determine how the superseded data were derived.
 LA0211
 LA0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK384355(NAD 83)
 LA0211_MARKER: DB = BENCH MARK DISK
 LA0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0211_SP_SET: BUILDING
 LA0211_STAMPING: H 164 1954
 LA0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0211
 LA0211  HISTORY     - Date     Condition        Report By
 LA0211  HISTORY     - 1954     MONUMENTED       CGS
 LA0211  HISTORY     - 19930621 MARK NOT FOUND   NGS
 LA0211
 LA0211                          STATION DESCRIPTION
 LA0211
 LA0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0211'AT TROY.
 LA0211'AT TROY, AT THE INTERSECTION OF SOUTH MARKET AND EAST RACE
 LA0211'STREETS, AT THE POST OFFICE, 66 1/2 FEET SOUTH OF SOUTH CURB OF
 LA0211'EAST RACE STREET, 138 FEET EAST OF EAST CURB OF SOUTH MARKET
 LA0211'STREET, SET VERTICALLY IN THE EAST STONE FACE OF THE LOW EAST
 LA0211'WING OF POST OFFICE BUILDING, 2 FEET SOUTH OF NORTHEAST CORNER
 LA0211'OF EAST WING AND 4.2 FEET ABOVE LEVEL OF BRICK DRIVE.
 LA0211
 LA0211                          STATION RECOVERY (1993)
 LA0211
 LA0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0211'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 LA0211'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0187 ***********************************************************************
 LA0187  DESIGNATION -  H 165
 LA0187  PID         -  LA0187
 LA0187  STATE/COUNTY-  OH/MIAMI
 LA0187  USGS QUAD   -  PIQUA EAST (1984)
 LA0187
 LA0187                         *CURRENT SURVEY CONTROL
 LA0187  ___________________________________________________________________
 LA0187* NAD 83(1986)-  40 11 40.     (N)    084 12 26.     (W)     SCALED    
 LA0187* NAVD 88     -       291.629  (meters)     956.79   (feet)  ADJUSTED  
 LA0187  ___________________________________________________________________
 LA0187  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LA0187  DYNAMIC HT  -         291.483 (meters)     956.31  (feet)  COMP
 LA0187  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 LA0187
 LA0187  VERT ORDER  -  FIRST     CLASS II
 LA0187
 LA0187.The horizontal coordinates were scaled from a topographic map and have
 LA0187.an estimated accuracy of +/- 6 seconds.
 LA0187
 LA0187.The orthometric height was determined by differential leveling
 LA0187.and adjusted by the National Geodetic Survey in June 1991..
 LA0187
 LA0187.The geoid height was determined by GEOID03.
 LA0187
 LA0187.The dynamic height is computed by dividing the NAVD 88
 LA0187.geopotential number by the normal gravity value computed on the
 LA0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0187.degrees latitude (g = 980.6199 gals.).
 LA0187
 LA0187.The modeled gravity was interpolated from observed gravity values.
 LA0187
 LA0187;                    North         East    Units  Estimated Accuracy
 LA0187;SPC OH S     -   245,000.      454,630.      MT  (+/- 180 meters Scaled)
 LA0187
 LA0187                          SUPERSEDED SURVEY CONTROL
 LA0187
 LA0187  NGVD 29 (??/??/92)  291.817  (m)          957.40   (f) ADJ UNCH    1 2
 LA0187
 LA0187.Superseded values are not recommended for survey control.
 LA0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0187.See file dsdata.txt to determine how the superseded data were derived.
 LA0187
 LA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK377530(NAD 83)
 LA0187_MARKER: DB = BENCH MARK DISK
 LA0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0187_STAMPING: H 165 1954
 LA0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0187+STABILITY: SURFACE MOTION
 LA0187
 LA0187  HISTORY     - Date     Condition        Report By
 LA0187  HISTORY     - 1954     MONUMENTED       CGS
 LA0187  HISTORY     - 19930621 MARK NOT FOUND   NGS
 LA0187
 LA0187                          STATION DESCRIPTION
 LA0187
 LA0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0187'3.6 MI N FROM PIQUA.
 LA0187'ABOUT 3.55 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0187'THE STATION AT PIQUA, AT THE CROSSING OF MIAMI-SHELBY ROAD
 LA0187'WHICH FOLLOWS THE MIAMI-SHELBY COUNTY LINE, 30 1/2 FEET EAST OF
 LA0187'EAST RAIL, 44 FEET SOUTH OF CENTER LINE OF ROAD, 37 1/2 FEET
 LA0187'NORTH OF TELEPHONE POLE NO. 90/38, 44 FEET SOUTHEAST OF CENTER
 LA0187'OF CROSSING, 1 FOOT WEST OF A FENCE LINE, 20 1/2 FEET SOUTH OF
 LA0187'A FENCE CORNER, 68 FEET EAST AND ACROSS TRACK FROM POWER POLE
 LA0187'NO. 69116, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 LA0187'3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 LA0187'POST PROJECTING 3 INCHES.
 LA0187
 LA0187                          STATION RECOVERY (1993)
 LA0187
 LA0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0143 ***********************************************************************
 LA0143  DESIGNATION -  H 166
 LA0143  PID         -  LA0143
 LA0143  STATE/COUNTY-  OH/SHELBY
 LA0143  USGS QUAD   -  BOTKINS (1984)
 LA0143
 LA0143                         *CURRENT SURVEY CONTROL
 LA0143  ___________________________________________________________________
 LA0143* NAD 83(1986)-  40 28 03.     (N)    084 11 07.     (W)     SCALED    
 LA0143* NAVD 88     -       306.550  (meters)    1005.74   (feet)  ADJUSTED  
 LA0143  ___________________________________________________________________
 LA0143  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 LA0143  DYNAMIC HT  -         306.399 (meters)    1005.24  (feet)  COMP
 LA0143  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 LA0143
 LA0143  VERT ORDER  -  FIRST     CLASS II
 LA0143
 LA0143.The horizontal coordinates were scaled from a topographic map and have
 LA0143.an estimated accuracy of +/- 6 seconds.
 LA0143
 LA0143.The orthometric height was determined by differential leveling
 LA0143.and adjusted by the National Geodetic Survey in January 1994..
 LA0143
 LA0143.The geoid height was determined by GEOID03.
 LA0143
 LA0143.The dynamic height is computed by dividing the NAVD 88
 LA0143.geopotential number by the normal gravity value computed on the
 LA0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0143.degrees latitude (g = 980.6199 gals.).
 LA0143
 LA0143.The modeled gravity was interpolated from observed gravity values.
 LA0143
 LA0143;                    North         East    Units  Estimated Accuracy
 LA0143;SPC OH N     -    90,310.      457,080.      MT  (+/- 180 meters Scaled)
 LA0143
 LA0143                          SUPERSEDED SURVEY CONTROL
 LA0143
 LA0143  NAVD 88 (06/15/91)  306.554  (m)         1005.75   (f) UNKNOWN     1 2
 LA0143  NGVD 29 (??/??/92)  306.731  (m)         1006.33   (f) ADJ UNCH    1 2
 LA0143
 LA0143.Superseded values are not recommended for survey control.
 LA0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0143.See file dsdata.txt to determine how the superseded data were derived.
 LA0143
 LA0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK386834(NAD 83)
 LA0143_MARKER: DB = BENCH MARK DISK
 LA0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0143_SP_SET: CONCRETE POST
 LA0143_STAMPING: H 166 1954
 LA0143_MARK LOGO: CGS   
 LA0143_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0143+STABILITY: SURFACE MOTION
 LA0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0143+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA0143
 LA0143  HISTORY     - Date     Condition        Report By
 LA0143  HISTORY     - 1954     MONUMENTED       CGS
 LA0143  HISTORY     - 19930630 GOOD             NGS
 LA0143
 LA0143                          STATION DESCRIPTION
 LA0143
 LA0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0143'AT BOTKINS.
 LA0143'AT BOTKINS, ALONG THE BALTIMORE AND OHIO RAILROAD, 33 1/2 FEET
 LA0143'WEST OF WEST RAIL OF A SIDE TRACK, 46 FEET WEST OF WEST RAIL OF
 LA0143'MAIN TRACK, 118 FEET NORTHWEST AND ACROSS TRACK FROM THE NORTHWEST
 LA0143'CORNER OF PASSENGER STATION, 40 FEET NORTH OF NORTHWEST CORNER
 LA0143'OF FREIGHT STATION, 75 1/2 FEET SOUTH OF SOUTH CURB LINE OF
 LA0143'RAILROAD STREET, 68 FEET WEST AND ACROSS TRACK FROM TELEPHONE
 LA0143'POLE 110/19, 75 FEET SOUTH-SOUTHWEST OF CROSSING WARNING SIGN
 LA0143'NO. 7431, 1 FOOT EAST OF A WIRE FENCE, 2 FEET NORTH OF A WHITE
 LA0143'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET
 LA0143'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LA0143
 LA0143                          STATION RECOVERY (1993)
 LA0143
 LA0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0143'IN BOTKINS, AT THE INTERSECTION OF THE CHESSIE SYSTEM RAILROAD AND
 LA0143'WEST STATE STREET, 28.8 M (94.5 FT) SOUTH OF THE STREET CENTERLINE,
 LA0143'12.0 M (39.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AT 311
 LA0143'WEST STATE STREET, 10.2 M (33.5 FT) WEST OF THE NEAR RAIL, 9.0 M
 LA0143'(29.5 FT) EAST OF THE NORTHEAST CORNER OF A GARAGE, 0.3 M (1.0 FT)
 LA0143'BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.05 M (0.16
 LA0143'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0075 ***********************************************************************
 LA0075  DESIGNATION -  H 167
 LA0075  PID         -  LA0075
 LA0075  STATE/COUNTY-  OH/ALLEN
 LA0075  USGS QUAD   -  LIMA (1983)
 LA0075
 LA0075                         *CURRENT SURVEY CONTROL
 LA0075  ___________________________________________________________________
 LA0075* NAD 83(1986)-  40 42 30.     (N)    084 06 47.     (W)     SCALED    
 LA0075* NAVD 88     -       272.360  (meters)     893.57   (feet)  ADJUSTED  
 LA0075  ___________________________________________________________________
 LA0075  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 LA0075  DYNAMIC HT  -         272.226 (meters)     893.13  (feet)  COMP
 LA0075  MODELED GRAV-     980,124.4   (mgal)                       NAVD 88
 LA0075
 LA0075  VERT ORDER  -  FIRST     CLASS II
 LA0075
 LA0075.The horizontal coordinates were scaled from a topographic map and have
 LA0075.an estimated accuracy of +/- 6 seconds.
 LA0075
 LA0075.The orthometric height was determined by differential leveling
 LA0075.and adjusted by the National Geodetic Survey in June 1991..
 LA0075
 LA0075.The geoid height was determined by GEOID03.
 LA0075
 LA0075.The dynamic height is computed by dividing the NAVD 88
 LA0075.geopotential number by the normal gravity value computed on the
 LA0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0075.degrees latitude (g = 980.6199 gals.).
 LA0075
 LA0075.The modeled gravity was interpolated from observed gravity values.
 LA0075
 LA0075;                    North         East    Units  Estimated Accuracy
 LA0075;SPC OH N     -   116,930.      463,700.      MT  (+/- 180 meters Scaled)
 LA0075
 LA0075                          SUPERSEDED SURVEY CONTROL
 LA0075
 LA0075  NGVD 29 (??/??/92)  272.532  (m)          894.13   (f) ADJ UNCH    1 2
 LA0075
 LA0075.Superseded values are not recommended for survey control.
 LA0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0075.See file dsdata.txt to determine how the superseded data were derived.
 LA0075
 LA0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL438103(NAD 83)
 LA0075_MARKER: DB = BENCH MARK DISK
 LA0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0075_SP_SET: CONCRETE POST
 LA0075_STAMPING: H 167 1954
 LA0075_MARK LOGO: CGS   
 LA0075_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0075+STABILITY: SURFACE MOTION
 LA0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0075+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0075
 LA0075  HISTORY     - Date     Condition        Report By
 LA0075  HISTORY     - 1954     MONUMENTED       CGS
 LA0075  HISTORY     - 1961     GOOD             NGS
 LA0075  HISTORY     - 19930708 GOOD             NGS
 LA0075
 LA0075                          STATION DESCRIPTION
 LA0075
 LA0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0075'AT LIMA.
 LA0075'AT LIMA, ABOUT 2.5 MILES SOUTH ALONG THE BALTIMORE AND OHIO
 LA0075'RAILROAD FROM THE STATION, AT THE CROSSING OF BUCKEYE ROAD
 LA0075'(THE EXTENSION OF ELEVENTH STREET), 46.2 FEET WEST OF WEST RAIL
 LA0075'OF MAIN TRACK, 1 FOOT EAST OF A STEEL FENCE SURROUNDING PARKING
 LA0075'LOT OF A LARGE MANUFACTURING PLANT, 77 FEET NORTH OF CENTER LINE
 LA0075'OF BUCKEYE ROAD, 47 FEET NORTH OF A STEEL FENCE CORNER, 91 1/2
 LA0075'FEET WEST AND ACROSS TRACK FROM MILE POST C 128 - T 74, 80 FEET
 LA0075'NORTHWEST OF CENTER OF CROSSING OF MAIN TRACK AND BUCKEYE ROAD,
 LA0075'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 LA0075'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LA0075'3 INCHES.
 LA0075
 LA0075                          STATION RECOVERY (1961)
 LA0075
 LA0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LA0075'RECOVERED IN GOOD CONDITION.
 LA0075
 LA0075                          STATION RECOVERY (1993)
 LA0075
 LA0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0075'3.5 KM (2.15 MI) SOUTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 LA0075'JUNCTION OF STATE HIGHWAY 117 IN LIMA, 23.9 M (78.4 FT) NORTH OF THE
 LA0075'CENTERLINE OF BUCKEYE ROAD (11TH STREET), 14.8 M (48.6 FT) NORTH OF A
 LA0075'CHAIN-LINK FENCE CORNER, 10.1 M (33.1 FT) NORTHWEST OF THE NEAR RAIL,
 LA0075'0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A
 LA0075'FENCE, 0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 LA0075'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0028 ***********************************************************************
 LA0028  DESIGNATION -  H 168
 LA0028  PID         -  LA0028
 LA0028  STATE/COUNTY-  OH/ALLEN
 LA0028  USGS QUAD   -  CAIRO (1983)
 LA0028
 LA0028                         *CURRENT SURVEY CONTROL
 LA0028  ___________________________________________________________________
 LA0028* NAD 83(1986)-  40 50 47.     (N)    084 04 38.     (W)     SCALED    
 LA0028* NAVD 88     -       245.034  (meters)     803.92   (feet)  ADJUSTED  
 LA0028  ___________________________________________________________________
 LA0028  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 LA0028  DYNAMIC HT  -         244.915 (meters)     803.53  (feet)  COMP
 LA0028  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 LA0028
 LA0028  VERT ORDER  -  FIRST     CLASS II
 LA0028
 LA0028.The horizontal coordinates were scaled from a topographic map and have
 LA0028.an estimated accuracy of +/- 6 seconds.
 LA0028
 LA0028.The orthometric height was determined by differential leveling
 LA0028.and adjusted by the National Geodetic Survey in June 1991..
 LA0028
 LA0028.The geoid height was determined by GEOID03.
 LA0028
 LA0028.The dynamic height is computed by dividing the NAVD 88
 LA0028.geopotential number by the normal gravity value computed on the
 LA0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0028.degrees latitude (g = 980.6199 gals.).
 LA0028
 LA0028.The modeled gravity was interpolated from observed gravity values.
 LA0028
 LA0028;                    North         East    Units  Estimated Accuracy
 LA0028;SPC OH N     -   132,210.      467,010.      MT  (+/- 180 meters Scaled)
 LA0028
 LA0028                          SUPERSEDED SURVEY CONTROL
 LA0028
 LA0028  NGVD 29 (??/??/92)  245.200  (m)          804.46   (f) ADJ UNCH    1 2
 LA0028
 LA0028.Superseded values are not recommended for survey control.
 LA0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0028.See file dsdata.txt to determine how the superseded data were derived.
 LA0028
 LA0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL463258(NAD 83)
 LA0028_MARKER: DB = BENCH MARK DISK
 LA0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0028_SP_SET: ABUTMENT
 LA0028_STAMPING: H 168 1954
 LA0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0028
 LA0028  HISTORY     - Date     Condition        Report By
 LA0028  HISTORY     - 1954     MONUMENTED       CGS
 LA0028  HISTORY     - 19930629 MARK NOT FOUND   NGS
 LA0028
 LA0028                          STATION DESCRIPTION
 LA0028
 LA0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0028'7.2 MI N FROM LIMA.
 LA0028'ABOUT 7.15 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0028'FROM THE STATION AT LIMA, ABOUT 5.25 MILES SOUTH OF THE STATION
 LA0028'AT COLUMBUS GROVE, PUTNAM COUNTY, ABOUT 1.0 MILE NORTH OF CROSSING
 LA0028'OF STATE HIGHWAY 30N AT CAIRO, AT THE CROSSING OF HOOK-WALTZ
 LA0028'ROAD, 15 FEET WEST OF WEST RAIL OF WEST TRACK, 12 FEET SOUTH OF
 LA0028'CENTER LINE OF HOOK-WALTZ ROAD, IN THE TOP OF THE SOUTH END OF
 LA0028'THE EAST ABUTMENT OF A 9-FOOT CONCRETE BRIDGE UNDER ROAD, AND
 LA0028'ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 LA0028
 LA0028                          STATION RECOVERY (1993)
 LA0028
 LA0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0028'THE STEM OF THE DISK IS ALL THAT REMAINS.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0204 ***********************************************************************
 MD0204  DESIGNATION -  H 169
 MD0204  PID         -  MD0204
 MD0204  STATE/COUNTY-  OH/PUTNAM
 MD0204  USGS QUAD   -  OTTAWA (1977)
 MD0204
 MD0204                         *CURRENT SURVEY CONTROL
 MD0204  ___________________________________________________________________
 MD0204* NAD 83(1986)-  41 04 35.     (N)    084 00 01.     (W)     SCALED    
 MD0204* NAVD 88     -       236.170  (meters)     774.83   (feet)  ADJUSTED  
 MD0204  ___________________________________________________________________
 MD0204  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 MD0204  DYNAMIC HT  -         236.057 (meters)     774.46  (feet)  COMP
 MD0204  MODELED GRAV-     980,143.1   (mgal)                       NAVD 88
 MD0204
 MD0204  VERT ORDER  -  FIRST     CLASS II
 MD0204
 MD0204.The horizontal coordinates were scaled from a topographic map and have
 MD0204.an estimated accuracy of +/- 6 seconds.
 MD0204
 MD0204.The orthometric height was determined by differential leveling
 MD0204.and adjusted by the National Geodetic Survey in June 1991..
 MD0204
 MD0204.The geoid height was determined by GEOID03.
 MD0204
 MD0204.The dynamic height is computed by dividing the NAVD 88
 MD0204.geopotential number by the normal gravity value computed on the
 MD0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0204.degrees latitude (g = 980.6199 gals.).
 MD0204
 MD0204.The modeled gravity was interpolated from observed gravity values.
 MD0204
 MD0204;                    North         East    Units  Estimated Accuracy
 MD0204;SPC OH N     -   157,630.      473,930.      MT  (+/- 180 meters Scaled)
 MD0204
 MD0204                          SUPERSEDED SURVEY CONTROL
 MD0204
 MD0204  NGVD 29 (??/??/92)  236.347  (m)          775.42   (f) ADJ UNCH    1 2
 MD0204
 MD0204.Superseded values are not recommended for survey control.
 MD0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0204.See file dsdata.txt to determine how the superseded data were derived.
 MD0204
 MD0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL520515(NAD 83)
 MD0204_MARKER: DB = BENCH MARK DISK
 MD0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0204_STAMPING: H 169 1954
 MD0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0204+STABILITY: SURFACE MOTION
 MD0204
 MD0204  HISTORY     - Date     Condition        Report By
 MD0204  HISTORY     - 1954     MONUMENTED       CGS
 MD0204
 MD0204                          STATION DESCRIPTION
 MD0204
 MD0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MD0204'2.2 MI SW FROM LEIPSIC.
 MD0204'2.25 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MD0204'THE STATION AT LEIPSIC, ABOUT 0.3 MILE SOUTHWEST OF AN EAST-WEST
 MD0204'BLACK TOP ROAD CROSSING, 37 1/2 FEET SOUTHEAST OF SOUTHEAST
 MD0204'RAIL OF B. AND O. RR, 40 FEET NORTHWEST OF NORTHWEST RAIL OF
 MD0204'THE DETROIT, TOLEDO AND IRONTON RAILROAD, 4 FEET SOUTHWEST OF
 MD0204'TELEPHONE POLE NO. 154/20, 78 FEET WEST AND ACROSS THE D.T. AND
 MD0204'I. RR FROM A YARD LIMIT SIGN, 2 FEET NORTHEAST OF A WHITE WOODEN
 MD0204'WITNESS POST, ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK AND SET IN
 MD0204'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0660 ***********************************************************************
 MC0660  DESIGNATION -  H 17
 MC0660  PID         -  MC0660
 MC0660  STATE/COUNTY-  OH/PUTNAM
 MC0660  USGS QUAD   -  LEIPSIC (1973)
 MC0660
 MC0660                         *CURRENT SURVEY CONTROL
 MC0660  ___________________________________________________________________
 MC0660* NAD 83(1986)-  41 06 21.     (N)    083 59 39.     (W)     SCALED    
 MC0660* NAVD 88     -       230.981  (meters)     757.81   (feet)  ADJUSTED  
 MC0660  ___________________________________________________________________
 MC0660  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC0660  DYNAMIC HT  -         230.872 (meters)     757.45  (feet)  COMP
 MC0660  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 MC0660
 MC0660  VERT ORDER  -  FIRST     CLASS II
 MC0660
 MC0660.The horizontal coordinates were scaled from a topographic map and have
 MC0660.an estimated accuracy of +/- 6 seconds.
 MC0660
 MC0660.The orthometric height was determined by differential leveling
 MC0660.and adjusted by the National Geodetic Survey in April 1995..
 MC0660
 MC0660.The geoid height was determined by GEOID03.
 MC0660
 MC0660.The dynamic height is computed by dividing the NAVD 88
 MC0660.geopotential number by the normal gravity value computed on the
 MC0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0660.degrees latitude (g = 980.6199 gals.).
 MC0660
 MC0660.The modeled gravity was interpolated from observed gravity values.
 MC0660
 MC0660;                    North         East    Units  Estimated Accuracy
 MC0660;SPC OH N     -   160,890.      474,500.      MT  (+/- 180 meters Scaled)
 MC0660
 MC0660                          SUPERSEDED SURVEY CONTROL
 MC0660
 MC0660  NAVD 88 (06/15/91)  231.009  (m)          757.90   (f) UNKNOWN     1 2
 MC0660  NGVD 29 (01/19/93)  231.161  (m)          758.40   (f) ADJUSTED    1 2
 MC0660
 MC0660.Superseded values are not recommended for survey control.
 MC0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0660.See file dsdata.txt to determine how the superseded data were derived.
 MC0660
 MC0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF485548(NAD 83)
 MC0660_MARKER: DB = BENCH MARK DISK
 MC0660_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0660_SP_SET: FOOTING
 MC0660_STAMPING: H 17 1934
 MC0660_MARK LOGO: CGS   
 MC0660_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0660+STABILITY: SURFACE MOTION
 MC0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0660+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0660
 MC0660  HISTORY     - Date     Condition        Report By
 MC0660  HISTORY     - 1934     MONUMENTED       CGS
 MC0660  HISTORY     - 1954     GOOD             NGS
 MC0660  HISTORY     - 19921022 GOOD             NGS
 MC0660
 MC0660                          STATION DESCRIPTION
 MC0660
 MC0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MC0660'AT LEIPSIC.
 MC0660'AT LEIPSIC, ABOUT 0.2 MILE NORTH ALONG THE DETROIT, TOLEDO AND
 MC0660'IRONTON RAILROAD FROM THE STATION, ABOUT 128 YARDS NORTH OF
 MC0660'INTERSECTION OF THE D.T. AND I. RR AND THE NORTH TRACK OF THE
 MC0660'NICKLE PLATE RAILROAD, IN THE TOP OF THE SOUTHEAST CORNER OF
 MC0660'CONCRETE BASE OF A SIGNAL, 9 FEET WEST OF WEST RAIL AND ABOUT
 MC0660'1/2 FOOT BELOW LEVEL OF TRACK.
 MC0660
 MC0660                          STATION RECOVERY (1992)
 MC0660
 MC0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0660'IN LEIPSIC, AT THE INTERSECTION OF THE NORFOLK SOUTHERN AND DETROIT
 MC0660'TOLEDO IRONTON RAILROADS, NEAR THE SOUTHEAST CORNER OF THE CONCRETE
 MC0660'FOOTING FOR A RAILROAD SIGNAL, 120.0 M (393.7 FT) NORTH OF THE NEAR
 MC0660'RAIL OF THE NORFOLK SOUTHERN RAILROAD, 2.2 M (7.2 FT) WEST OF THE
 MC0660'NEAR RAIL OF THE DETROIT TOLEDO IRONTON RAILROAD, AND 0.3 M (1.0 FT)
 MC0660'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0513 ***********************************************************************
 MC0513  DESIGNATION -  H 170
 MC0513  PID         -  MC0513
 MC0513  STATE/COUNTY-  OH/WOOD
 MC0513  USGS QUAD   -  WESTON (1977)
 MC0513
 MC0513                         *CURRENT SURVEY CONTROL
 MC0513  ___________________________________________________________________
 MC0513* NAD 83(1986)-  41 17 05.     (N)    083 50 32.     (W)     SCALED    
 MC0513* NAVD 88     -       212.286  (meters)     696.48   (feet)  ADJUSTED  
 MC0513  ___________________________________________________________________
 MC0513  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC0513  DYNAMIC HT  -         212.191 (meters)     696.16  (feet)  COMP
 MC0513  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 MC0513
 MC0513  VERT ORDER  -  FIRST     CLASS I
 MC0513
 MC0513.The horizontal coordinates were scaled from a topographic map and have
 MC0513.an estimated accuracy of +/- 6 seconds.
 MC0513
 MC0513.The orthometric height was determined by differential leveling
 MC0513.and adjusted by the National Geodetic Survey in June 1991..
 MC0513.WARNING-Repeat measurements at this control monument indicate possible
 MC0513.vertical movement.
 MC0513
 MC0513.The geoid height was determined by GEOID03.
 MC0513
 MC0513.The dynamic height is computed by dividing the NAVD 88
 MC0513.geopotential number by the normal gravity value computed on the
 MC0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0513.degrees latitude (g = 980.6199 gals.).
 MC0513
 MC0513.The modeled gravity was interpolated from observed gravity values.
 MC0513
 MC0513;                    North         East    Units  Estimated Accuracy
 MC0513;SPC OH N     -   180,550.      487,570.      MT  (+/- 180 meters Scaled)
 MC0513
 MC0513                          SUPERSEDED SURVEY CONTROL
 MC0513
 MC0513  NGVD 29 (??/??/92)  212.473  (m)          697.09   (f) ADJ UNCH    1 1
 MC0513
 MC0513.Superseded values are not recommended for survey control.
 MC0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0513.See file dsdata.txt to determine how the superseded data were derived.
 MC0513
 MC0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF619742(NAD 83)
 MC0513_MARKER: DB = BENCH MARK DISK
 MC0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0513_SP_SET: CONCRETE FOUNDATION
 MC0513_STAMPING: H 170 1954
 MC0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0513
 MC0513  HISTORY     - Date     Condition        Report By
 MC0513  HISTORY     - 1954     MONUMENTED       CGS
 MC0513  HISTORY     - 1968     GOOD             NGS
 MC0513  HISTORY     - 1984     GOOD             USPSQD
 MC0513  HISTORY     - 1988     GOOD             USPSQD
 MC0513
 MC0513                          STATION DESCRIPTION
 MC0513
 MC0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0513'4.7 MI SW FROM WESTON.
 MC0513'ABOUT 4.7 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0513'FROM THE CROSSING OF SAND RIDGE ROAD AT WESTON, AT THE SMALL
 MC0513'VILLAGE OF CUSTAR, NEAR MILEPOLE 170-40, ABOUT 220 FEET NORTH OF
 MC0513'THE CENTER OF THE CROSSING OF STATE HIGHWAY 281, AT A LARGE
 MC0513'GRAIN ELEVATOR, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 MC0513'CONCRETE FOUNDATION FOR A BRICK WALL ALONG THE NORTHWEST SIDE
 MC0513'OF A RAMP, ABOUT 125 FEET NORTHWEST OF THE NORTHWEST RAIL, 0.8
 MC0513'FOOT NORTHEAST OF THE NORTHEAST FACING OF THE DOOR TO A LOADING
 MC0513'CHUTE, 2.3 FEET ABOVE THE CONCRETE FLOOR AND ABOUT LEVEL WITH THE
 MC0513'TRACK.  SEC 21, T 4N, R 9E.
 MC0513
 MC0513                          STATION RECOVERY (1984)
 MC0513
 MC0513'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0513'RECOVERED IN GOOD CONDITION.
 MC0513
 MC0513                          STATION RECOVERY (1988)
 MC0513
 MC0513'RECOVERY NOTE BY US POWER SQUADRON 1988 (HRS)
 MC0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0582 ***********************************************************************
 MC0582  DESIGNATION -  H 171
 MC0582  PID         -  MC0582
 MC0582  STATE/COUNTY-  OH/WOOD
 MC0582  USGS QUAD   -  HOYTVILLE (1977)
 MC0582
 MC0582                         *CURRENT SURVEY CONTROL
 MC0582  ___________________________________________________________________
 MC0582* NAD 83(1986)-  41 11 30.     (N)    083 46 52.     (W)     SCALED    
 MC0582* NAVD 88     -       217.418  (meters)     713.31   (feet)  ADJUSTED  
 MC0582  ___________________________________________________________________
 MC0582  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC0582  DYNAMIC HT  -         217.318 (meters)     712.98  (feet)  COMP
 MC0582  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 MC0582
 MC0582  VERT ORDER  -  FIRST     CLASS I
 MC0582
 MC0582.The horizontal coordinates were scaled from a topographic map and have
 MC0582.an estimated accuracy of +/- 6 seconds.
 MC0582
 MC0582.The orthometric height was determined by differential leveling
 MC0582.and adjusted by the National Geodetic Survey in June 1991..
 MC0582
 MC0582.The geoid height was determined by GEOID03.
 MC0582
 MC0582.The dynamic height is computed by dividing the NAVD 88
 MC0582.geopotential number by the normal gravity value computed on the
 MC0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0582.degrees latitude (g = 980.6199 gals.).
 MC0582
 MC0582.The modeled gravity was interpolated from observed gravity values.
 MC0582
 MC0582;                    North         East    Units  Estimated Accuracy
 MC0582;SPC OH N     -   170,140.      492,540.      MT  (+/- 180 meters Scaled)
 MC0582
 MC0582                          SUPERSEDED SURVEY CONTROL
 MC0582
 MC0582  NGVD 29 (??/??/92)  217.602  (m)          713.92   (f) ADJ UNCH    1 1
 MC0582
 MC0582.Superseded values are not recommended for survey control.
 MC0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0582.See file dsdata.txt to determine how the superseded data were derived.
 MC0582
 MC0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF667637(NAD 83)
 MC0582_MARKER: DB = BENCH MARK DISK
 MC0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0582_SP_SET: CONCRETE FOUNDATION
 MC0582_STAMPING: H 171 1954
 MC0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0582
 MC0582  HISTORY     - Date     Condition        Report By
 MC0582  HISTORY     - 1954     MONUMENTED       CGS
 MC0582  HISTORY     - 1968     GOOD             NGS
 MC0582  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 MC0582
 MC0582                          STATION DESCRIPTION
 MC0582
 MC0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0582'AT HOYTVILLE.
 MC0582'AT HOYTVILLE, ABOUT 0.2 MILE EAST ALONG THE BALTIMORE AND OHIO
 MC0582'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 18, NEAR MILEPOST
 MC0582'56-04, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST CORNER
 MC0582'OF THE CONCRETE FOUNDATION OF THE METAL PORTION OF A SMALL GRAIN
 MC0582'ELEVATOR, 42.9 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND
 MC0582'TRACK, 0.6 FOOT SOUTH OF THE NORTHEAST CORNER OF THE FOUNDATION,
 MC0582'ABOUT LEVEL WITH THE TRACK AND 3 FEET ABOVE THE LEVEL OF THE
 MC0582'GROUND.  SEC 25, T3N, R9E.
 MC0582
 MC0582                          STATION RECOVERY (1983)
 MC0582
 MC0582'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0474 ***********************************************************************
 MC0474  DESIGNATION -  H 172
 MC0474  PID         -  MC0474
 MC0474  STATE/COUNTY-  OH/SENECA
 MC0474  USGS QUAD   -  BASCOM (1972)
 MC0474
 MC0474                         *CURRENT SURVEY CONTROL
 MC0474  ___________________________________________________________________
 MC0474* NAD 83(1986)-  41 08 34.     (N)    083 20 38.     (W)     SCALED    
 MC0474* NAVD 88     -       233.379  (meters)     765.68   (feet)  ADJUSTED  
 MC0474  ___________________________________________________________________
 MC0474  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 MC0474  DYNAMIC HT  -         233.277 (meters)     765.34  (feet)  COMP
 MC0474  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 MC0474
 MC0474  VERT ORDER  -  FIRST     CLASS I
 MC0474
 MC0474.The horizontal coordinates were scaled from a topographic map and have
 MC0474.an estimated accuracy of +/- 6 seconds.
 MC0474
 MC0474.The orthometric height was determined by differential leveling
 MC0474.and adjusted by the National Geodetic Survey in June 1991..
 MC0474
 MC0474.The geoid height was determined by GEOID03.
 MC0474
 MC0474.The dynamic height is computed by dividing the NAVD 88
 MC0474.geopotential number by the normal gravity value computed on the
 MC0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0474.degrees latitude (g = 980.6199 gals.).
 MC0474
 MC0474.The modeled gravity was interpolated from observed gravity values.
 MC0474
 MC0474;                    North         East    Units  Estimated Accuracy
 MC0474;SPC OH N     -   164,260.      529,160.      MT  (+/- 180 meters Scaled)
 MC0474
 MC0474                          SUPERSEDED SURVEY CONTROL
 MC0474
 MC0474  NGVD 29 (01/19/93)  233.568  (m)          766.30   (f) ADJUSTED    1 1
 MC0474
 MC0474.Superseded values are not recommended for survey control.
 MC0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0474.See file dsdata.txt to determine how the superseded data were derived.
 MC0474
 MC0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF032572(NAD 83)
 MC0474_MARKER: DB = BENCH MARK DISK
 MC0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0474_SP_SET: CONCRETE POST
 MC0474_STAMPING: H 172 1954
 MC0474_MARK LOGO: CGS   
 MC0474_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0474+STABILITY: SURFACE MOTION
 MC0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0474+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0474
 MC0474  HISTORY     - Date     Condition        Report By
 MC0474  HISTORY     - 1954     MONUMENTED       CGS
 MC0474  HISTORY     - 1968     GOOD             NGS
 MC0474  HISTORY     - 19921022 GOOD             NGS
 MC0474
 MC0474                          STATION DESCRIPTION
 MC0474
 MC0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0474'3 MI W FROM BASCOM.
 MC0474'ABOUT 3.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0474'THE CROSSING OF STATE HIGHWAY 635 AT BASCOM, ABOUT 3.8 MILES
 MC0474'EAST OF THE STATION AT FOSTORIA, AT MILEPOLE 33-02, 51 1/2 FEET
 MC0474'NORTHEAST OF THE CENTER OF THE CROSSING OF STULTZ ROAD NO. 57
 MC0474'AND THE WESTBOUND TRACK, 45.5 FEET NORTH OF THE NORTH RAIL OF
 MC0474'THE WESTBOUND TRACK, 27 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MC0474'2.4 FEET SOUTH OF THE SOUTH LEG OF A STEEL POWER LINE TOWER AND
 MC0474'IS IN LINE WITH TWO LEGS OF THE TOWER, 1 1/2 FEET WEST OF A
 MC0474'WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK
 MC0474'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 MC0474'THE LEVEL OF THE GROUND.
 MC0474
 MC0474                          STATION RECOVERY (1992)
 MC0474
 MC0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0474'6.2 KM (3.85 MI) EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0474'JUNCTION OF U.S. HIGHWAY 23 IN FOSTORIA, 13.7 M (44.9 FT) NORTH OF
 MC0474'THE NEAR RAIL, 8.5 M (27.9 FT) EAST OF THE CENTER OF COUNTY ROAD 57,
 MC0474'1.5 M (4.9 FT) BELOW THE LEVEL OF THE TRACK, 0.8 M (2.6 FT) SOUTH OF
 MC0474'THE SOUTH LEG OF A HIGH LINE TOWER, 0.2 M (0.7 FT) WEST OF A WITNESS
 MC0474'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0452 ***********************************************************************
 MC0452  DESIGNATION -  H 173
 MC0452  PID         -  MC0452
 MC0452  STATE/COUNTY-  OH/SENECA
 MC0452  USGS QUAD   -  TIFFIN SOUTH (1977)
 MC0452
 MC0452                         *CURRENT SURVEY CONTROL
 MC0452  ___________________________________________________________________
 MC0452* NAD 83(1986)-  41 07 29.     (N)    083 10 42.     (W)     SCALED    
 MC0452* NAVD 88     -       230.249  (meters)     755.41   (feet)  ADJUSTED  
 MC0452  ___________________________________________________________________
 MC0452  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 MC0452  DYNAMIC HT  -         230.149 (meters)     755.08  (feet)  COMP
 MC0452  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 MC0452
 MC0452  VERT ORDER  -  FIRST     CLASS II
 MC0452
 MC0452.The horizontal coordinates were scaled from a topographic map and have
 MC0452.an estimated accuracy of +/- 6 seconds.
 MC0452
 MC0452.The orthometric height was determined by differential leveling
 MC0452.and adjusted by the National Geodetic Survey in April 1995..
 MC0452
 MC0452.The geoid height was determined by GEOID03.
 MC0452
 MC0452.The dynamic height is computed by dividing the NAVD 88
 MC0452.geopotential number by the normal gravity value computed on the
 MC0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0452.degrees latitude (g = 980.6199 gals.).
 MC0452
 MC0452.The modeled gravity was interpolated from observed gravity values.
 MC0452
 MC0452;                    North         East    Units  Estimated Accuracy
 MC0452;SPC OH N     -   162,130.      543,040.      MT  (+/- 180 meters Scaled)
 MC0452
 MC0452                          SUPERSEDED SURVEY CONTROL
 MC0452
 MC0452  NAVD 88 (06/15/91)  230.259  (m)          755.44   (f) UNKNOWN     1 2
 MC0452  NGVD 29 (01/19/93)  230.429  (m)          756.00   (f) ADJUSTED    1 2
 MC0452
 MC0452.Superseded values are not recommended for survey control.
 MC0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0452.See file dsdata.txt to determine how the superseded data were derived.
 MC0452
 MC0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF171548(NAD 83)
 MC0452_MARKER: DB = BENCH MARK DISK
 MC0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0452_SP_SET: BUILDING
 MC0452_STAMPING: H 173 1954
 MC0452_MARK LOGO: CGS   
 MC0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0452+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0452
 MC0452  HISTORY     - Date     Condition        Report By
 MC0452  HISTORY     - 1954     MONUMENTED       CGS
 MC0452  HISTORY     - 1968     GOOD             NGS
 MC0452  HISTORY     - 19921023 GOOD             NGS
 MC0452
 MC0452                          STATION DESCRIPTION
 MC0452
 MC0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0452'AT TIFFIN.
 MC0452'AT TIFFIN, ABOUT 0.75 MILE NORTH ALONG WASHINGTON STREET FROM
 MC0452'THE COUNTY COURTHOUSE, 180 FEET NORTHWEST OF THE CENTER OF THE
 MC0452'JUNCTION OF OLIVE STREET, SET VERTICALLY IN THE EAST FACE OF
 MC0452'THE NORTHEAST CORNER OF RILEYS CARWASH (A LARGE ONE STORY BRICK
 MC0452'BUILDING), 15.8 FEET WEST OF THE WEST CURB OF WASHINGTON STREET,
 MC0452'1.1 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 2.2
 MC0452'FEET ABOVE THE LEVEL OF THE SIDEWALK AND ABOUT 2 FEET ABOVE THE
 MC0452'LEVEL OF THE STREET.
 MC0452
 MC0452                          STATION RECOVERY (1992)
 MC0452
 MC0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0452'IN TIFFIN, AT THE INTERSECTION OF NORTH WASHINGTON AND OLIVE STREETS,
 MC0452'SET VERTICALLY IN THE EAST FACE OF RILEYS CAR WASH, 54.1 M
 MC0452'(177.5 FT) NORTH OF THE EXTENDED CENTER OF OLIVE STREET, 10.7 M
 MC0452'(35.1 FT) WEST OF THE CENTERLINE OF WASHINGTON STREET, 0.7 M
 MC0452'(2.3 FT) ABOVE THE GROUND SURFACE, AND 0.3 M (1.0 FT) SOUTH OF THE
 MC0452'NORTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0227 ***********************************************************************
 MC0227  DESIGNATION -  H 174
 MC0227  PID         -  MC0227
 MC0227  STATE/COUNTY-  OH/HURON
 MC0227  USGS QUAD   -  CENTERTON (1977)
 MC0227
 MC0227                         *CURRENT SURVEY CONTROL
 MC0227  ___________________________________________________________________
 MC0227* NAD 83(1986)-  41 04 39.     (N)    082 49 34.     (W)     SCALED    
 MC0227* NAVD 88     -       282.320  (meters)     926.24   (feet)  ADJUSTED  
 MC0227  ___________________________________________________________________
 MC0227  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 MC0227  DYNAMIC HT  -         282.189 (meters)     925.82  (feet)  COMP
 MC0227  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 MC0227
 MC0227  VERT ORDER  -  FIRST     CLASS I
 MC0227
 MC0227.The horizontal coordinates were scaled from a topographic map and have
 MC0227.an estimated accuracy of +/- 6 seconds.
 MC0227
 MC0227.The orthometric height was determined by differential leveling
 MC0227.and adjusted by the National Geodetic Survey in June 1991..
 MC0227
 MC0227.The geoid height was determined by GEOID03.
 MC0227
 MC0227.The dynamic height is computed by dividing the NAVD 88
 MC0227.geopotential number by the normal gravity value computed on the
 MC0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0227.degrees latitude (g = 980.6199 gals.).
 MC0227
 MC0227.The modeled gravity was interpolated from observed gravity values.
 MC0227
 MC0227;                    North         East    Units  Estimated Accuracy
 MC0227;SPC OH N     -   156,720.      572,600.      MT  (+/- 180 meters Scaled)
 MC0227
 MC0227                          SUPERSEDED SURVEY CONTROL
 MC0227
 MC0227  NGVD 29 (01/19/93)  282.486  (m)          926.79   (f) ADJUSTED    1 1
 MC0227
 MC0227.Superseded values are not recommended for survey control.
 MC0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0227.See file dsdata.txt to determine how the superseded data were derived.
 MC0227
 MC0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF465489(NAD 83)
 MC0227_MARKER: DB = BENCH MARK DISK
 MC0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0227_SP_SET: CONCRETE POST
 MC0227_STAMPING: H 174 1954
 MC0227_MARK LOGO: CGS   
 MC0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0227+STABILITY: SURFACE MOTION
 MC0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0227+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0227
 MC0227  HISTORY     - Date     Condition        Report By
 MC0227  HISTORY     - 1954     MONUMENTED       CGS
 MC0227  HISTORY     - 1968     GOOD             NGS
 MC0227  HISTORY     - 1987     GOOD             OHDT
 MC0227  HISTORY     - 19921023 GOOD             NGS
 MC0227
 MC0227                          STATION DESCRIPTION
 MC0227
 MC0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0227'5.4 MI W FROM WILLARD.
 MC0227'ABOUT 5.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0227'THE STATION AT WILLARD, 88 FEET NORTH OF AND ACROSS THE TRACK
 MC0227'FROM MILEPOST 5-25, 55 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 MC0227'A FARM ROAD CROSSING THE WEST BOUND TRACK, 50 FEET EAST OF THE
 MC0227'CENTER LINE OF THE ROAD, 38.2 FEET NORTH OF THE NORTH RAIL OF
 MC0227'THE WEST BOUND TRACK, 1 1/2 FEET SOUTH OF A RIGHT-OF-WAY
 MC0227'FENCE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 MC0227'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 MC0227'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 MC0227
 MC0227                          STATION RECOVERY (1987)
 MC0227
 MC0227'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (GC)
 MC0227'RECOVERED IN GOOD CONDITION.
 MC0227
 MC0227                          STATION RECOVERY (1992)
 MC0227
 MC0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0227'9.8 KM (6.10 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0227'JUNCTION OF STATE HIGHWAY 99 IN WILLARD, 26.9 M (88.3 FT) NORTHEAST
 MC0227'OF A UTILITY POLE, 12.7 M (41.7 FT) EAST OF THE CENTER OF A FIELD
 MC0227'ROAD, 11.8 M (38.7 FT) NORTH  OF THE NEAR RAIL, 0.6 M (2.0 FT) BELOW
 MC0227'THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND
 MC0227'THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1036 ***********************************************************************
 MC1036  DESIGNATION -  H 175 RESET
 MC1036  PID         -  MC1036
 MC1036  STATE/COUNTY-  OH/ASHLAND
 MC1036  USGS QUAD   -  NOVA (1973)
 MC1036
 MC1036                         *CURRENT SURVEY CONTROL
 MC1036  ___________________________________________________________________
 MC1036* NAD 83(1986)-  41 03 18.     (N)    082 22 29.     (W)     SCALED    
 MC1036* NAVD 88     -       317.40   (meters)    1041.3    (feet)  RESET     
 MC1036  ___________________________________________________________________
 MC1036  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MC1036
 MC1036  VERT ORDER  -  THIRD
 MC1036
 MC1036.The horizontal coordinates were scaled from a topographic map and have
 MC1036.an estimated accuracy of +/- 6 seconds.
 MC1036
 MC1036.The orthometric height was computed from unverified reset data.
 MC1036.No vertical observational check was made to the station.
 MC1036
 MC1036.The geoid height was determined by GEOID03.
 MC1036
 MC1036;                    North         East    Units  Estimated Accuracy
 MC1036;SPC OH N     -   154,180.      610,530.      MT  (+/- 180 meters Scaled)
 MC1036
 MC1036                          SUPERSEDED SURVEY CONTROL
 MC1036
 MC1036  NGVD 29 (10/13/05)  317.58   (m)         1041.9    (f) RESET       3  
 MC1036
 MC1036.Superseded values are not recommended for survey control.
 MC1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1036.See file dsdata.txt to determine how the superseded data were derived.
 MC1036
 MC1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF844457(NAD 83)
 MC1036_MARKER: DB = BENCH MARK DISK
 MC1036_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC1036_SP_SET: BRIDGE
 MC1036_STAMPING: H 175 RESET 1975
 MC1036_MARK LOGO: NGS   
 MC1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1036+STABILITY: SURFACE MOTION
 MC1036
 MC1036  HISTORY     - Date     Condition        Report By
 MC1036  HISTORY     - 1975     MONUMENTED       NGS
 MC1036
 MC1036                          STATION DESCRIPTION
 MC1036
 MC1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MC1036'7.6 MI EAST FROM GREENWICH.
 MC1036'7.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION
 MC1036'IN GREENWICH, IN TOP AND SOUTHEAST END OF A CONCRETE BRIDGE OVER
 MC1036'BUCK CREEK, 2.0 FEET WEST OF THE EAST END OF THE BRIDGE, 7.0 FEET
 MC1036'SOUTH OF THE SOUTH RAIL OF RAILROAD, AND 277.0 FEET EAST OF THE
 MC1036'CENTERLINE OF CHENANGO ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0249 ***********************************************************************
 MC0249  DESIGNATION -  H 176
 MC0249  PID         -  MC0249
 MC0249  STATE/COUNTY-  OH/HURON
 MC0249  USGS QUAD   -  WILLARD (1972)
 MC0249
 MC0249                         *CURRENT SURVEY CONTROL
 MC0249  ___________________________________________________________________
 MC0249* NAD 83(1986)-  41 00 30.     (N)    082 40 35.     (W)     SCALED    
 MC0249* NAVD 88     -       293.524  (meters)     963.00   (feet)  ADJUSTED  
 MC0249  ___________________________________________________________________
 MC0249  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 MC0249  DYNAMIC HT  -         293.387 (meters)     962.55  (feet)  COMP
 MC0249  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 MC0249
 MC0249  VERT ORDER  -  FIRST     CLASS I
 MC0249
 MC0249.The horizontal coordinates were scaled from a topographic map and have
 MC0249.an estimated accuracy of +/- 6 seconds.
 MC0249
 MC0249.The orthometric height was determined by differential leveling
 MC0249.and adjusted by the National Geodetic Survey in June 1991..
 MC0249
 MC0249.The geoid height was determined by GEOID03.
 MC0249
 MC0249.The dynamic height is computed by dividing the NAVD 88
 MC0249.geopotential number by the normal gravity value computed on the
 MC0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0249.degrees latitude (g = 980.6199 gals.).
 MC0249
 MC0249.The modeled gravity was interpolated from observed gravity values.
 MC0249
 MC0249;                    North         East    Units  Estimated Accuracy
 MC0249;SPC OH N     -   149,000.      585,160.      MT  (+/- 180 meters Scaled)
 MC0249
 MC0249                          SUPERSEDED SURVEY CONTROL
 MC0249
 MC0249  NGVD 29 (??/??/92)  293.683  (m)          963.52   (f) ADJ UNCH    1 1
 MC0249
 MC0249.Superseded values are not recommended for survey control.
 MC0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0249.See file dsdata.txt to determine how the superseded data were derived.
 MC0249
 MC0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF590410(NAD 83)
 MC0249_MARKER: DB = BENCH MARK DISK
 MC0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0249_STAMPING: H 176 1954
 MC0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0249+STABILITY: SURFACE MOTION
 MC0249
 MC0249  HISTORY     - Date     Condition        Report By
 MC0249  HISTORY     - 1954     MONUMENTED       CGS
 MC0249  HISTORY     - 1967     GOOD             NGS
 MC0249  HISTORY     - 1987     GOOD             OHDT
 MC0249
 MC0249                          STATION DESCRIPTION
 MC0249
 MC0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0249'0.9 MI NW FROM PLYMOUTH.
 MC0249'ABOUT 0.9 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0249'FROM THE WEST BROADWAY OVERPASS AT PLYMOUTH, ABOUT 0.1 MILE
 MC0249'SOUTHEAST OF A FARM ROAD CROSSING, ABOUT 0.1 MILE SOUTHWEST OF
 MC0249'AND ACROSS A PASTURE FROM A LARGE WHITE BARN, 48 1/2 FEET
 MC0249'NORTHWEST OF A T FENCE CORNER, 26.6 FEET NORTHEAST OF THE
 MC0249'NORTHEAST RAIL, 9 FEET SOUTHEAST OF A TELEGRAPH POLE, 3 1/2 FEET
 MC0249'SOUTHWEST OF A FENCE LINE, 1.1 FEET NORTHWEST OF A METAL WITNESS
 MC0249'POST, 4 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 MC0249'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 MC0249'GROUND.
 MC0249
 MC0249                          STATION RECOVERY (1987)
 MC0249
 MC0249'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1718 ***********************************************************************
 KY1718  DESIGNATION -  H 177
 KY1718  PID         -  KY1718
 KY1718  STATE/COUNTY-  OH/WAYNE
 KY1718  USGS QUAD   -  RITTMAN (1994)
 KY1718
 KY1718                         *CURRENT SURVEY CONTROL
 KY1718  ___________________________________________________________________
 KY1718* NAD 83(1986)-  40 58 05.     (N)    081 46 54.     (W)     SCALED    
 KY1718* NAVD 88     -       294.750  (meters)     967.03   (feet)  ADJUSTED  
 KY1718  ___________________________________________________________________
 KY1718  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KY1718  DYNAMIC HT  -         294.621 (meters)     966.60  (feet)  COMP
 KY1718  MODELED GRAV-     980,180.4   (mgal)                       NAVD 88
 KY1718
 KY1718  VERT ORDER  -  FIRST     CLASS I
 KY1718
 KY1718.The horizontal coordinates were scaled from a topographic map and have
 KY1718.an estimated accuracy of +/- 6 seconds.
 KY1718
 KY1718.The orthometric height was determined by differential leveling
 KY1718.and adjusted by the National Geodetic Survey in June 1991..
 KY1718.WARNING-Repeat measurements at this control monument indicate possible
 KY1718.vertical movement.
 KY1718
 KY1718.The geoid height was determined by GEOID03.
 KY1718
 KY1718.The dynamic height is computed by dividing the NAVD 88
 KY1718.geopotential number by the normal gravity value computed on the
 KY1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1718.degrees latitude (g = 980.6199 gals.).
 KY1718
 KY1718.The modeled gravity was interpolated from observed gravity values.
 KY1718
 KY1718;                    North         East    Units  Estimated Accuracy
 KY1718;SPC OH N     -   144,760.      660,460.      MT  (+/- 180 meters Scaled)
 KY1718
 KY1718                          SUPERSEDED SURVEY CONTROL
 KY1718
 KY1718  NGVD 29 (??/??/92)  294.956  (m)          967.70   (f) ADJ UNCH    1 1
 KY1718
 KY1718.Superseded values are not recommended for survey control.
 KY1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1718.See file dsdata.txt to determine how the superseded data were derived.
 KY1718
 KY1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF342355(NAD 83)
 KY1718_MARKER: DB = BENCH MARK DISK
 KY1718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1718_SP_SET: BUILDING
 KY1718_STAMPING: H 177 1954
 KY1718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1718
 KY1718  HISTORY     - Date     Condition        Report By
 KY1718  HISTORY     - 1954     MONUMENTED       CGS
 KY1718  HISTORY     - 1967     GOOD             NGS
 KY1718  HISTORY     - 1971     GOOD             OHDT
 KY1718  HISTORY     - 1987     GOOD             OHDT
 KY1718
 KY1718                          STATION DESCRIPTION
 KY1718
 KY1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1718'AT RITTMAN.
 KY1718'AT RITTMAN, 0.1 MILE NORTH ALONG MAIN STREET (STATE HIGHWAY 94)
 KY1718'FROM THE BALTIMORE AND OHIO RAILROAD STATION, IN SECTION 12,
 KY1718'R 12 W, T 18 N, AT THE JUNCTION OF MAIN AND SALT STREET, SET
 KY1718'VERTICALLY IN THE SOUTH BRICK FACE OF A LARGE TWO-STORIED
 KY1718'BRICK BUILDING, 16 FEET EAST OF THE EAST CURB OF MAIN STREET,
 KY1718'11.2 FEET NORTH OF THE NORTH CURB OF SALT STREET, 0.9 FOOT EAST
 KY1718'OF THE SOUTHWEST CORNER OF THE BUILDING, 2.8 FEET ABOVE THE
 KY1718'LEVEL OF THE SIDEWALK AND 2 FEET ABOVE THE LEVEL OF MAIN STREET.
 KY1718'NOTE-- CHANGED ELEVATION.
 KY1718
 KY1718                          STATION RECOVERY (1971)
 KY1718
 KY1718'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1718'RECOVERED IN GOOD CONDITION.
 KY1718
 KY1718                          STATION RECOVERY (1987)
 KY1718
 KY1718'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1232 ***********************************************************************
 MB1232  DESIGNATION -  H 178
 MB1232  PID         -  MB1232
 MB1232  STATE/COUNTY-  OH/SUMMIT
 MB1232  USGS QUAD   -  AKRON EAST (1964)
 MB1232
 MB1232                         *CURRENT SURVEY CONTROL
 MB1232  ___________________________________________________________________
 MB1232* NAD 83(1986)-  41 02 31.     (N)    081 27 58.     (W)     SCALED    
 MB1232* NAVD 88     -       317.201  (meters)    1040.68   (feet)  ADJUSTED  
 MB1232  ___________________________________________________________________
 MB1232  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MB1232  DYNAMIC HT  -         317.060 (meters)    1040.22  (feet)  COMP
 MB1232  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 MB1232
 MB1232  VERT ORDER  -  FIRST     CLASS II
 MB1232
 MB1232.This mark is at Fulton Intl Airport (AKR)
 MB1232
 MB1232.The horizontal coordinates were scaled from a topographic map and have
 MB1232.an estimated accuracy of +/- 6 seconds.
 MB1232
 MB1232.The orthometric height was determined by differential leveling
 MB1232.and adjusted by the National Geodetic Survey in June 1991..
 MB1232
 MB1232.The geoid height was determined by GEOID03.
 MB1232
 MB1232.The dynamic height is computed by dividing the NAVD 88
 MB1232.geopotential number by the normal gravity value computed on the
 MB1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1232.degrees latitude (g = 980.6199 gals.).
 MB1232
 MB1232.The modeled gravity was interpolated from observed gravity values.
 MB1232
 MB1232;                    North         East    Units  Estimated Accuracy
 MB1232;SPC OH N     -   153,230.      686,920.      MT  (+/- 180 meters Scaled)
 MB1232
 MB1232                          SUPERSEDED SURVEY CONTROL
 MB1232
 MB1232  NGVD 29 (??/??/92)  317.393  (m)         1041.31   (f) ADJ UNCH    1 2
 MB1232
 MB1232.Superseded values are not recommended for survey control.
 MB1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1232.See file dsdata.txt to determine how the superseded data were derived.
 MB1232
 MB1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF608435(NAD 83)
 MB1232_MARKER: DB = BENCH MARK DISK
 MB1232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1232_SP_SET: FOUNDATION
 MB1232_STAMPING: H 178 1954
 MB1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1232
 MB1232  HISTORY     - Date     Condition        Report By
 MB1232  HISTORY     - 1954     MONUMENTED       CGS
 MB1232  HISTORY     - 1964     GOOD             NGS
 MB1232  HISTORY     - 1971     GOOD             NGS
 MB1232  HISTORY     - 1980     GOOD             LOCSUR
 MB1232
 MB1232                          STATION DESCRIPTION
 MB1232
 MB1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MB1232'AT AKRON.
 MB1232'AT AKRON, AT AKRON AIRPORT, ABOUT 0.2 MILE WEST OF THE ADMINISTRATION
 MB1232'BUILDING, NEAR THE GOODYEAR HANGAR, IN THE TOP OF THE NORTHEAST
 MB1232'CORNER OF CONCRETE BASE OF GASOLINE SEPARATOR PIT, 68 FEET EAST
 MB1232'OF SOUTHEAST CORNER OF GOODYEAR HANGAR, 20 FEET WEST OF EAST
 MB1232'EDGE OF CONCRETE APRON, 3 FEET SOUTH OF EXTENDED SOUTH WALL OF
 MB1232'HANGAR BUILDING AND ABOUT LEVEL WITH APRON.
 MB1232
 MB1232                          STATION RECOVERY (1971)
 MB1232
 MB1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MB1232'RECOVERED IN GOOD CONDITION.
 MB1232
 MB1232                          STATION RECOVERY (1980)
 MB1232
 MB1232'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MB1232'GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1303 ***********************************************************************
 MB1303  DESIGNATION -  H 179
 MB1303  PID         -  MB1303
 MB1303  STATE/COUNTY-  OH/SUMMIT
 MB1303  USGS QUAD   -  AKRON WEST (1994)
 MB1303
 MB1303                         *CURRENT SURVEY CONTROL
 MB1303  ___________________________________________________________________
 MB1303* NAD 83(1995)-  41 00 10.90480(N)    081 36 32.47023(W)     ADJUSTED  
 MB1303* NAVD 88     -       295.654  (meters)     969.99   (feet)  ADJUSTED  
 MB1303  ___________________________________________________________________
 MB1303  X           -     703,452.496 (meters)                     COMP
 MB1303  Y           -  -4,768,965.656 (meters)                     COMP
 MB1303  Z           -   4,162,849.209 (meters)                     COMP
 MB1303  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 MB1303  ELLIP HEIGHT-         262.36  (meters)          (10/07/05) GPS OBS
 MB1303  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MB1303  DYNAMIC HT  -         295.522 (meters)     969.56  (feet)  COMP
 MB1303  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 MB1303
 MB1303  HORZ ORDER  -  FIRST
 MB1303  VERT ORDER  -  FIRST     CLASS II
 MB1303  ELLP ORDER  -  FOURTH    CLASS I
 MB1303
 MB1303.The horizontal coordinates were established by GPS observations
 MB1303.and adjusted by the National Geodetic Survey in April 1998..
 MB1303
 MB1303.The orthometric height was determined by differential leveling
 MB1303.and adjusted by the National Geodetic Survey in June 1991..
 MB1303
 MB1303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1303
 MB1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1303
 MB1303.The ellipsoidal height was determined by GPS observations
 MB1303.and is referenced to NAD 83.
 MB1303
 MB1303.The geoid height was determined by GEOID03.
 MB1303
 MB1303.The dynamic height is computed by dividing the NAVD 88
 MB1303.geopotential number by the normal gravity value computed on the
 MB1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1303.degrees latitude (g = 980.6199 gals.).
 MB1303
 MB1303.The modeled gravity was interpolated from observed gravity values.
 MB1303
 MB1303;                    North         East     Units Scale Factor Converg.
 MB1303;SPC OH N     -   148,780.326   674,953.558   MT  0.99993977   +0 35 07.2
 MB1303;UTM  17      - 4,539,271.919   448,782.736   MT  0.99963229   -0 23 58.5
 MB1303
 MB1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1303!SPC OH N     -   0.99995885  x   0.99993977  =   0.99989862
 MB1303!UTM  17      -   0.99995885  x   0.99963229  =   0.99959115
 MB1303
 MB1303                          SUPERSEDED SURVEY CONTROL
 MB1303
 MB1303  ELLIP H (04/01/98)  262.39   (m)                       GP(       ) 4 1
 MB1303  NAD 83(1986)-  41 00 10.91334(N)    081 36 32.47527(W) AD(       ) 1
 MB1303  NGVD 29 (??/??/92)  295.862  (m)          970.67   (f) ADJ UNCH    1 2
 MB1303
 MB1303.Superseded values are not recommended for survey control.
 MB1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1303.See file dsdata.txt to determine how the superseded data were derived.
 MB1303
 MB1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4878339272(NAD 83)
 MB1303_MARKER: DB = BENCH MARK DISK
 MB1303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1303_SP_SET: BRIDGE
 MB1303_STAMPING: H 179 1954
 MB1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1303+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2006
 MB1303
 MB1303  HISTORY     - Date     Condition        Report By
 MB1303  HISTORY     - 1954     MONUMENTED       CGS
 MB1303  HISTORY     - 1983     GOOD             NGS
 MB1303  HISTORY     - 20060630 GOOD             GEOCAC
 MB1303
 MB1303                          STATION DESCRIPTION
 MB1303
 MB1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MB1303'0.6 MI S FROM BARBERTON.
 MB1303'ABOUT 0.65 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB1303'THE STATION AT BARBERTON, AT THE CROSSING OF HUDSON ROAD, IN
 MB1303'THE TOP OF THE SOUTH END OF EAST ABUTMENT OF A NEW BRIDGE ALONG
 MB1303'HUDSON ROAD OVER WOLF CREEK, 117 FEET WEST OF CENTER OF CROSSING
 MB1303'OF HUDSON ROAD AND WEST TRACK, 144 FEET NORTHWEST AND ACROSS
 MB1303'TRACKS FROM MILE POST 21, 20 FEET SOUTH OF CENTER LINE OF HUDSON
 MB1303'ROAD AND ABOUT LEVEL WITH ROAD.
 MB1303
 MB1303                          STATION RECOVERY (1983)
 MB1303
 MB1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1303'RECOVERED IN GOOD CONDITION.
 MB1303
 MB1303                          STATION RECOVERY (2006)
 MB1303
 MB1303'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0750 ***********************************************************************
 MC0750  DESIGNATION -  H 18
 MC0750  PID         -  MC0750
 MC0750  STATE/COUNTY-  OH/LUCAS
 MC0750  USGS QUAD   -  WHITEHOUSE (1980)
 MC0750
 MC0750                         *CURRENT SURVEY CONTROL
 MC0750  ___________________________________________________________________
 MC0750* NAD 83(1986)-  41 36 13.     (N)    083 47 51.     (W)     SCALED    
 MC0750* NAVD 88     -       204.231  (meters)     670.05   (feet)  ADJUSTED  
 MC0750  ___________________________________________________________________
 MC0750  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC0750  DYNAMIC HT  -         204.150 (meters)     669.78  (feet)  COMP
 MC0750  MODELED GRAV-     980,218.6   (mgal)                       NAVD 88
 MC0750
 MC0750  VERT ORDER  -  SECOND    CLASS 0
 MC0750
 MC0750.The horizontal coordinates were scaled from a topographic map and have
 MC0750.an estimated accuracy of +/- 6 seconds.
 MC0750
 MC0750.The orthometric height was determined by differential leveling
 MC0750.and adjusted by the National Geodetic Survey in June 1991..
 MC0750
 MC0750.The geoid height was determined by GEOID03.
 MC0750
 MC0750.The dynamic height is computed by dividing the NAVD 88
 MC0750.geopotential number by the normal gravity value computed on the
 MC0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0750.degrees latitude (g = 980.6199 gals.).
 MC0750
 MC0750.The modeled gravity was interpolated from observed gravity values.
 MC0750
 MC0750;                    North         East    Units  Estimated Accuracy
 MC0750;SPC OH N     -   215,900.      491,840.      MT  (+/- 180 meters Scaled)
 MC0750
 MC0750                          SUPERSEDED SURVEY CONTROL
 MC0750
 MC0750  NGVD 29 (??/??/92)  204.422  (m)          670.67   (f) ADJ UNCH    2 0
 MC0750
 MC0750.Superseded values are not recommended for survey control.
 MC0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0750.See file dsdata.txt to determine how the superseded data were derived.
 MC0750
 MC0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG668095(NAD 83)
 MC0750_MARKER: DB = BENCH MARK DISK
 MC0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0750_STAMPING: H 18 1934
 MC0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0750+STABILITY: SURFACE MOTION
 MC0750
 MC0750  HISTORY     - Date     Condition        Report By
 MC0750  HISTORY     - 1934     MONUMENTED       CGS
 MC0750  HISTORY     - 1955     MARK NOT FOUND   NGS
 MC0750
 MC0750                          STATION DESCRIPTION
 MC0750
 MC0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 MC0750'4.9 MI E FROM SWANTON.
 MC0750'IN LUCAS COUNTY, 4.9 MILES EAST ALONG THE NEW YORK CENTRAL
 MC0750'RAILROAD FROM THE STATION AT SWANTON, FULTON COUNTY, 4.8 MILES
 MC0750'WEST OF THE STATION AT HOLLAND, LUCAS COUNTY, AT A GRAVEL-ROAD
 MC0750'CROSSING, 69 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 MC0750'44 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD, 19 FEET SOUTH
 MC0750'OF THE CENTERLINE OF A DIRT ROAD, AND ABOUT 3 FEET BELOW THE TOP
 MC0750'OF THE RAIL.  A STANDARD DISK, STAMPED H 18 1934 AND SET IN
 MC0750'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1543 ***********************************************************************
 KY1543  DESIGNATION -  H 180
 KY1543  PID         -  KY1543
 KY1543  STATE/COUNTY-  OH/TUSCARAWAS
 KY1543  USGS QUAD   -  NEWCOMERSTOWN (1994)
 KY1543
 KY1543                         *CURRENT SURVEY CONTROL
 KY1543  ___________________________________________________________________
 KY1543* NAD 83(1986)-  40 15 31.     (N)    081 36 08.     (W)     SCALED    
 KY1543* NAVD 88     -       255.243  (meters)     837.41   (feet)  ADJUSTED  
 KY1543  ___________________________________________________________________
 KY1543  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KY1543  DYNAMIC HT  -         255.112 (meters)     836.98  (feet)  COMP
 KY1543  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 KY1543
 KY1543  VERT ORDER  -  FIRST     CLASS II
 KY1543
 KY1543.The horizontal coordinates were scaled from a topographic map and have
 KY1543.an estimated accuracy of +/- 6 seconds.
 KY1543
 KY1543.The orthometric height was determined by differential leveling
 KY1543.and adjusted by the National Geodetic Survey in June 1991..
 KY1543
 KY1543.The geoid height was determined by GEOID03.
 KY1543
 KY1543.The dynamic height is computed by dividing the NAVD 88
 KY1543.geopotential number by the normal gravity value computed on the
 KY1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1543.degrees latitude (g = 980.6199 gals.).
 KY1543
 KY1543.The modeled gravity was interpolated from observed gravity values.
 KY1543
 KY1543;                    North         East    Units  Estimated Accuracy
 KY1543;SPC OH N     -    66,130.      676,380.      MT  (+/- 180 meters Scaled)
 KY1543
 KY1543                          SUPERSEDED SURVEY CONTROL
 KY1543
 KY1543  NGVD 29 (??/??/92)  255.455  (m)          838.11   (f) ADJ UNCH    1 2
 KY1543
 KY1543.Superseded values are not recommended for survey control.
 KY1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1543.See file dsdata.txt to determine how the superseded data were derived.
 KY1543
 KY1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME487566(NAD 83)
 KY1543_MARKER: DB = BENCH MARK DISK
 KY1543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1543_SP_SET: BUILDING
 KY1543_STAMPING: H 180 1954
 KY1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1543
 KY1543  HISTORY     - Date     Condition        Report By
 KY1543  HISTORY     - 1954     MONUMENTED       CGS
 KY1543  HISTORY     - 20060823 GOOD             GEOCAC
 KY1543
 KY1543                          STATION DESCRIPTION
 KY1543
 KY1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1543'1.1 MI S FROM NEWCOMERSTOWN.
 KY1543'1.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1543'STATION AT NEWCOMERSTOWN, ABOUT 0.1 MILE SOUTH OF SOUTH END
 KY1543'OF RAILROAD BRIDGE OVER TUSCARAWAS RIVER, IN THE TOP OF THE
 KY1543'NORTHWEST END OF THE CONCRETE DOOR SILL OF SOUTHWEST ENTRANCE
 KY1543'TO BRICK BUILDING OF THE OHIO POWER COMPANY AT POWER SUB-STATION,
 KY1543'44 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN TRACK, 126 FEET
 KY1543'NORTHWEST OF MILE POST 83 AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 KY1543
 KY1543                          STATION RECOVERY (2006)
 KY1543
 KY1543'RECOVERY NOTE BY GEOCACHING 2006 (LJH)
 KY1543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0674 ***********************************************************************
 MC0674  DESIGNATION -  H 181
 MC0674  PID         -  MC0674
 MC0674  STATE/COUNTY-  OH/WOOD
 MC0674  USGS QUAD   -  MAUMEE (1994)
 MC0674
 MC0674                         *CURRENT SURVEY CONTROL
 MC0674  ___________________________________________________________________
 MC0674* NAD 83(1986)-  41 32 13.     (N)    083 38 56.     (W)     SCALED    
 MC0674* NAVD 88     -       194.148  (meters)     636.97   (feet)  ADJUSTED  
 MC0674  ___________________________________________________________________
 MC0674  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC0674  DYNAMIC HT  -         194.071 (meters)     636.71  (feet)  COMP
 MC0674  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 MC0674
 MC0674  VERT ORDER  -  FIRST     CLASS I
 MC0674
 MC0674.The horizontal coordinates were scaled from a topographic map and have
 MC0674.an estimated accuracy of +/- 6 seconds.
 MC0674
 MC0674.The orthometric height was determined by differential leveling
 MC0674.and adjusted by the National Geodetic Survey in January 1994..
 MC0674
 MC0674.The geoid height was determined by GEOID03.
 MC0674
 MC0674.The dynamic height is computed by dividing the NAVD 88
 MC0674.geopotential number by the normal gravity value computed on the
 MC0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0674.degrees latitude (g = 980.6199 gals.).
 MC0674
 MC0674.The modeled gravity was interpolated from observed gravity values.
 MC0674
 MC0674;                    North         East    Units  Estimated Accuracy
 MC0674;SPC OH N     -   208,320.      504,130.      MT  (+/- 180 meters Scaled)
 MC0674
 MC0674                          SUPERSEDED SURVEY CONTROL
 MC0674
 MC0674  NAVD 88 (06/15/91)  194.153  (m)          636.98   (f) UNKNOWN     1 1
 MC0674  NGVD 29 (??/??/92)  194.351  (m)          637.63   (f) ADJ UNCH    1 1
 MC0674
 MC0674.Superseded values are not recommended for survey control.
 MC0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0674.See file dsdata.txt to determine how the superseded data were derived.
 MC0674
 MC0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG790017(NAD 83)
 MC0674_MARKER: DB = BENCH MARK DISK
 MC0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0674_SP_SET: CONCRETE POST
 MC0674_STAMPING: H 181 1954
 MC0674_MARK LOGO: CGS   
 MC0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0674+STABILITY: SURFACE MOTION
 MC0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0674+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0674
 MC0674  HISTORY     - Date     Condition        Report By
 MC0674  HISTORY     - 1954     MONUMENTED       CGS
 MC0674  HISTORY     - 1968     GOOD             NGS
 MC0674  HISTORY     - 1983     GOOD             LOCSUR
 MC0674  HISTORY     - 1988     GOOD             USPSQD
 MC0674  HISTORY     - 19930715 GOOD             NGS
 MC0674
 MC0674                          STATION DESCRIPTION
 MC0674
 MC0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0674'1.9 MI SW FROM PERRYSBURG.
 MC0674'ABOUT 1.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0674'FROM THE STATION AT PERRYSBURG, 71 FEET NORTHEAST OF THE CENTER
 MC0674'OF THE CROSSING OF ECKEL JUNCTION ROAD, 38.4 FEET SOUTHEAST OF
 MC0674'THE SOUTHEAST RAIL, 30 1/2 FEET NORTH OF THE CENTER LINE OF THE
 MC0674'ROAD, 45 1/2 FEET SOUTHWEST OF MILEPOST T 11, 4 1/2 FEET NORTHEAST
 MC0674'OF MILEPOLE 190-41, IN LINE WITH A ROW OF POLES, 1.2 FEET
 MC0674'SOUTHWEST OF A METAL WITNESS POST, 3 1/2 FEET BELOW THE LEVEL
 MC0674'OF THE TRACK, SET IN THE TOP OF A CONCRETE POST 2 INCHES
 MC0674'UNDERGROUND.
 MC0674
 MC0674                          STATION RECOVERY (1983)
 MC0674
 MC0674'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0674'RECOVERED IN GOOD CONDITION.
 MC0674
 MC0674                          STATION RECOVERY (1988)
 MC0674
 MC0674'RECOVERY NOTE BY US POWER SQUADRON 1988 (PAS)
 MC0674'RECOVERED IN GOOD CONDITION.
 MC0674
 MC0674                          STATION RECOVERY (1993)
 MC0674
 MC0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0674'3.0 KM (1.85 MI) SOUTHWESTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM
 MC0674'THE JUNCTION OF U.S. HIGHWAY 20 (LOUISIANA AVENUE) IN PERRYSBURG,
 MC0674'11.9 M (39.0 FT) SOUTHEAST OF THE NEAR RAIL, 9.4 M (30.8 FT) NORTH OF
 MC0674'THE CENTERLINE OF ECKEL JUNCTION ROAD, 1.1 M (3.6 FT) NORTHEAST OF A
 MC0674'UTILITY POLE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0
 MC0674'FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M
 MC0674'(0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0729 ***********************************************************************
 MC0729  DESIGNATION -  H 182
 MC0729  PID         -  MC0729
 MC0729  STATE/COUNTY-  OH/LUCAS
 MC0729  USGS QUAD   -  TOLEDO (1980)
 MC0729
 MC0729                         *CURRENT SURVEY CONTROL
 MC0729  ___________________________________________________________________
 MC0729* NAD 83(1986)-  41 40 44.     (N)    083 31 01.     (W)     SCALED    
 MC0729* NAVD 88     -       176.590  (meters)     579.36   (feet)  ADJUSTED  
 MC0729  ___________________________________________________________________
 MC0729  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0729  DYNAMIC HT  -         176.522 (meters)     579.14  (feet)  COMP
 MC0729  MODELED GRAV-     980,235.0   (mgal)                       NAVD 88
 MC0729
 MC0729  VERT ORDER  -  FIRST     CLASS II
 MC0729
 MC0729.The horizontal coordinates were scaled from a topographic map and have
 MC0729.an estimated accuracy of +/- 6 seconds.
 MC0729
 MC0729.The orthometric height was determined by differential leveling
 MC0729.and adjusted by the National Geodetic Survey in June 1991..
 MC0729
 MC0729.The geoid height was determined by GEOID03.
 MC0729
 MC0729.The dynamic height is computed by dividing the NAVD 88
 MC0729.geopotential number by the normal gravity value computed on the
 MC0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0729.degrees latitude (g = 980.6199 gals.).
 MC0729
 MC0729.The modeled gravity was interpolated from observed gravity values.
 MC0729
 MC0729;                    North         East    Units  Estimated Accuracy
 MC0729;SPC OH N     -   223,950.      515,330.      MT  (+/- 180 meters Scaled)
 MC0729
 MC0729                          SUPERSEDED SURVEY CONTROL
 MC0729
 MC0729  NGVD 29 (??/??/92)  176.783  (m)          580.00   (f) ADJ UNCH    1 2
 MC0729
 MC0729.Superseded values are not recommended for survey control.
 MC0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0729.See file dsdata.txt to determine how the superseded data were derived.
 MC0729
 MC0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG905171(NAD 83)
 MC0729_MARKER: DB = BENCH MARK DISK
 MC0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0729_STAMPING: H 182 1954
 MC0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0729+STABILITY: SURFACE MOTION
 MC0729
 MC0729  HISTORY     - Date     Condition        Report By
 MC0729  HISTORY     - 1954     MONUMENTED       CGS
 MC0729  HISTORY     - 1968     MARK NOT FOUND   NGS
 MC0729  HISTORY     - 19890126 MARK NOT FOUND   USPSQD
 MC0729
 MC0729                          STATION DESCRIPTION
 MC0729
 MC0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MC0729'AT TOLEDO.
 MC0729'AT TOLEDO, ABOUT 1.0 MILE NORTHWEST ALONG BUCKEYE STREET FROM
 MC0729'THE JUNCTION OF SUMMIT STREET (ALTERNATE U.S. HIGHWAY 24), AT
 MC0729'THE INTERSECTION OF CENTRAL AVENUE, 38 FEET SOUTH OF CENTER LINE
 MC0729'OF CENTRAL AVENUE, 39 FEET WEST OF CENTER LINE OF BUCKEYE STREET,
 MC0729'2 FEET SOUTH OF STREET IDENTIFICATION SIGN, 8 FEET SOUTHWEST
 MC0729'OF A POWER AND STREET LIGHT POLE, 2 FEET SOUTHWEST OF A WHITE
 MC0729'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF INTERSECTION
 MC0729'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 MC0729
 MC0729                          STATION RECOVERY (1968)
 MC0729
 MC0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MC0729'MARK NOT FOUND.
 MC0729
 MC0729                          STATION RECOVERY (1989)
 MC0729
 MC0729'RECOVERY NOTE BY US POWER SQUADRON 1989 (LCR)
 MC0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1441 ***********************************************************************
 JX1441  DESIGNATION -  H 183
 JX1441  PID         -  JX1441
 JX1441  STATE/COUNTY-  OH/MUSKINGUM
 JX1441  USGS QUAD   -  NEW CONCORD (1994)
 JX1441
 JX1441                         *CURRENT SURVEY CONTROL
 JX1441  ___________________________________________________________________
 JX1441* NAD 83(1986)-  39 59 32.     (N)    081 44 37.     (W)     SCALED    
 JX1441* NAVD 88     -       258.902  (meters)     849.41   (feet)  ADJUSTED  
 JX1441  ___________________________________________________________________
 JX1441  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JX1441  DYNAMIC HT  -         258.760 (meters)     848.95  (feet)  COMP
 JX1441  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 JX1441
 JX1441  VERT ORDER  -  FIRST     CLASS II
 JX1441
 JX1441.The horizontal coordinates were scaled from a topographic map and have
 JX1441.an estimated accuracy of +/- 6 seconds.
 JX1441
 JX1441.The orthometric height was determined by differential leveling
 JX1441.and adjusted by the National Geodetic Survey in June 1991..
 JX1441
 JX1441.The geoid height was determined by GEOID03.
 JX1441
 JX1441.The dynamic height is computed by dividing the NAVD 88
 JX1441.geopotential number by the normal gravity value computed on the
 JX1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1441.degrees latitude (g = 980.6199 gals.).
 JX1441
 JX1441.The modeled gravity was interpolated from observed gravity values.
 JX1441
 JX1441;                    North         East    Units  Estimated Accuracy
 JX1441;SPC OH S     -   221,440.      664,600.      MT  (+/- 180 meters Scaled)
 JX1441
 JX1441                          SUPERSEDED SURVEY CONTROL
 JX1441
 JX1441  NGVD 29 (??/??/92)  259.126  (m)          850.15   (f) ADJ UNCH    1 2
 JX1441
 JX1441.Superseded values are not recommended for survey control.
 JX1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1441.See file dsdata.txt to determine how the superseded data were derived.
 JX1441
 JX1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME365271(NAD 83)
 JX1441_MARKER: DB = BENCH MARK DISK
 JX1441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1441_SP_SET: PUMPING STATION
 JX1441_STAMPING: H 183 1954
 JX1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1441
 JX1441  HISTORY     - Date     Condition        Report By
 JX1441  HISTORY     - 1954     MONUMENTED       CGS
 JX1441
 JX1441                          STATION DESCRIPTION
 JX1441
 JX1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1441'0.4 MI W FROM NEW CONCORD.
 JX1441'0.4 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JX1441'STATION AT NEW CONCORD, NEAR TELEPHONE POLE NO. 61/03, SET
 JX1441'VERTICALLY IN THE NORTH FACE OF WATER WORKS PUMPING STATION,
 JX1441'38 FEET SOUTH OF SOUTH RAIL OF SOUTH MAIN TRACK, 27 YARDS
 JX1441'SOUTHEAST OF CENTER OF CROSSING OF A BLACK TOP ROAD, 1 FOOT
 JX1441'EAST OF NORTHWEST CORNER OF BUILDING AND ABOUT 2 1/2 FEET
 JX1441'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1413 ***********************************************************************
 JX1413  DESIGNATION -  H 184
 JX1413  PID         -  JX1413
 JX1413  STATE/COUNTY-  OH/MUSKINGUM
 JX1413  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX1413
 JX1413                         *CURRENT SURVEY CONTROL
 JX1413  ___________________________________________________________________
 JX1413* NAD 83(1986)-  39 58 40.     (N)    081 58 17.     (W)     SCALED    
 JX1413* NAVD 88     -       229.454  (meters)     752.80   (feet)  ADJUSTED  
 JX1413  ___________________________________________________________________
 JX1413  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX1413  DYNAMIC HT  -         229.329 (meters)     752.39  (feet)  COMP
 JX1413  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 JX1413
 JX1413  VERT ORDER  -  FIRST     CLASS II
 JX1413
 JX1413.The horizontal coordinates were scaled from a topographic map and have
 JX1413.an estimated accuracy of +/- 6 seconds.
 JX1413
 JX1413.The orthometric height was determined by differential leveling
 JX1413.and adjusted by the National Geodetic Survey in June 1991..
 JX1413
 JX1413.The geoid height was determined by GEOID03.
 JX1413
 JX1413.The dynamic height is computed by dividing the NAVD 88
 JX1413.geopotential number by the normal gravity value computed on the
 JX1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1413.degrees latitude (g = 980.6199 gals.).
 JX1413
 JX1413.The modeled gravity was interpolated from observed gravity values.
 JX1413
 JX1413;                    North         East    Units  Estimated Accuracy
 JX1413;SPC OH S     -   219,700.      645,150.      MT  (+/- 180 meters Scaled)
 JX1413
 JX1413                          SUPERSEDED SURVEY CONTROL
 JX1413
 JX1413  NGVD 29 (??/??/92)  229.679  (m)          753.54   (f) ADJ UNCH    1 2
 JX1413
 JX1413.Superseded values are not recommended for survey control.
 JX1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1413.See file dsdata.txt to determine how the superseded data were derived.
 JX1413
 JX1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME170257(NAD 83)
 JX1413_MARKER: DB = BENCH MARK DISK
 JX1413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1413_SP_SET: CULVERT
 JX1413_STAMPING: H 184 1954
 JX1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1413
 JX1413  HISTORY     - Date     Condition        Report By
 JX1413  HISTORY     - 1954     MONUMENTED       CGS
 JX1413
 JX1413                          STATION DESCRIPTION
 JX1413
 JX1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1413'3.5 MI NE FROM ZANESVILLE.
 JX1413'3.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1413'FROM THE STATION AT ZANESVILLE, ABOUT 28 YARDS EAST OF MILE
 JX1413'POST B 75 - C 62, IN THE TOP AND 1 FOOT WEST OF EAST END OF
 JX1413'SOUTH CONCRETE HEAD WALL OF AN ARCHED 3 1/2-FOOT STONE CULVERT
 JX1413'UNDER TRACK, 23 FEET SOUTH OF SOUTH RAIL, 1 FOOT NORTH OF SOUTH
 JX1413'EDGE OF HEAD WALL AND ABOUT 9 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0066 ***********************************************************************
 JY0066  DESIGNATION -  H 185
 JY0066  PID         -  JY0066
 JY0066  STATE/COUNTY-  OH/MUSKINGUM
 JY0066  USGS QUAD   -  CROOKSVILLE (1994)
 JY0066
 JY0066                         *CURRENT SURVEY CONTROL
 JY0066  ___________________________________________________________________
 JY0066* NAD 83(1986)-  39 51 32.     (N)    082 06 34.     (W)     SCALED    
 JY0066* NAVD 88     -       228.703  (meters)     750.34   (feet)  ADJUSTED  
 JY0066  ___________________________________________________________________
 JY0066  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JY0066  DYNAMIC HT  -         228.576 (meters)     749.92  (feet)  COMP
 JY0066  MODELED GRAV-     980,068.9   (mgal)                       NAVD 88
 JY0066
 JY0066  VERT ORDER  -  FIRST     CLASS II
 JY0066
 JY0066.The horizontal coordinates were scaled from a topographic map and have
 JY0066.an estimated accuracy of +/- 6 seconds.
 JY0066
 JY0066.The orthometric height was determined by differential leveling
 JY0066.and adjusted by the National Geodetic Survey in June 1991..
 JY0066
 JY0066.The geoid height was determined by GEOID03.
 JY0066
 JY0066.The dynamic height is computed by dividing the NAVD 88
 JY0066.geopotential number by the normal gravity value computed on the
 JY0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0066.degrees latitude (g = 980.6199 gals.).
 JY0066
 JY0066.The modeled gravity was interpolated from observed gravity values.
 JY0066
 JY0066;                    North         East    Units  Estimated Accuracy
 JY0066;SPC OH S     -   206,440.      633,420.      MT  (+/- 180 meters Scaled)
 JY0066
 JY0066                          SUPERSEDED SURVEY CONTROL
 JY0066
 JY0066  NGVD 29 (??/??/92)  228.918  (m)          751.04   (f) ADJ UNCH    1 2
 JY0066
 JY0066.Superseded values are not recommended for survey control.
 JY0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0066.See file dsdata.txt to determine how the superseded data were derived.
 JY0066
 JY0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME051126(NAD 83)
 JY0066_MARKER: DB = BENCH MARK DISK
 JY0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0066_SP_SET: HEADWALL
 JY0066_STAMPING: H 185 1954
 JY0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0066
 JY0066  HISTORY     - Date     Condition        Report By
 JY0066  HISTORY     - 1954     MONUMENTED       CGS
 JY0066
 JY0066                          STATION DESCRIPTION
 JY0066
 JY0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0066'1.1 MI NE FROM EAST FULTONHAM.
 JY0066'1.1 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 JY0066'STATION AT EAST FULTONHAM, ABOUT 0.35 MILE NORTH OF MILE POST
 JY0066'COL 57, ABOUT 0.1 MILE NORTH OF ELEVATOR OF THE COLUMBIA CEMENT
 JY0066'COMPANY, IN THE TOP OF THE WEST END OF CONCRETE HEAD WALL OF AN
 JY0066'ARCHED MINE ENTRANCE, 48 1/2 FEET EAST OF EAST RAIL, 23 1/2
 JY0066'FEET EAST OF CENTER LINE OF A MINE ROAD PARALLEL TO TRACK, 70
 JY0066'FEET SOUTH OF A RAILROAD SIGNAL BLOCK, AND ABOUT 4 1/2 FEET
 JY0066'ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1537 ***********************************************************************
 KY1537  DESIGNATION -  H 186
 KY1537  PID         -  KY1537
 KY1537  STATE/COUNTY-  OH/GUERNSEY
 KY1537  USGS QUAD   -  KIMBOLTON (1994)
 KY1537
 KY1537                         *CURRENT SURVEY CONTROL
 KY1537  ___________________________________________________________________
 KY1537* NAD 83(1986)-  40 12 06.     (N)    081 35 15.     (W)     SCALED    
 KY1537* NAVD 88     -       243.589  (meters)     799.17   (feet)  ADJUSTED  
 KY1537  ___________________________________________________________________
 KY1537  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KY1537  DYNAMIC HT  -         243.460 (meters)     798.75  (feet)  COMP
 KY1537  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 KY1537
 KY1537  VERT ORDER  -  FIRST     CLASS II
 KY1537
 KY1537.The horizontal coordinates were scaled from a topographic map and have
 KY1537.an estimated accuracy of +/- 6 seconds.
 KY1537
 KY1537.The orthometric height was determined by differential leveling
 KY1537.and adjusted by the National Geodetic Survey in June 1991..
 KY1537
 KY1537.The geoid height was determined by GEOID03.
 KY1537
 KY1537.The dynamic height is computed by dividing the NAVD 88
 KY1537.geopotential number by the normal gravity value computed on the
 KY1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1537.degrees latitude (g = 980.6199 gals.).
 KY1537
 KY1537.The modeled gravity was interpolated from observed gravity values.
 KY1537
 KY1537;                    North         East    Units  Estimated Accuracy
 KY1537;SPC OH S     -   244,820.      677,690.      MT  (+/- 180 meters Scaled)
 KY1537
 KY1537                          SUPERSEDED SURVEY CONTROL
 KY1537
 KY1537  NGVD 29 (??/??/92)  243.801  (m)          799.87   (f) ADJ UNCH    1 2
 KY1537
 KY1537.Superseded values are not recommended for survey control.
 KY1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1537.See file dsdata.txt to determine how the superseded data were derived.
 KY1537
 KY1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME499503(NAD 83)
 KY1537_MARKER: DB = BENCH MARK DISK
 KY1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1537_STAMPING: H 186 1954
 KY1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1537+STABILITY: SURFACE MOTION
 KY1537
 KY1537  HISTORY     - Date     Condition        Report By
 KY1537  HISTORY     - 1954     MONUMENTED       CGS
 KY1537
 KY1537                          STATION DESCRIPTION
 KY1537
 KY1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1537'5.3 MI S FROM NEWCOMERSTOWN.
 KY1537'5.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1537'STATION AT NEWCOMERSTOWN, ABOUT 0.2 MILE SOUTH OF MILE POST 79,
 KY1537'AT CROSSING OF A GRAVEL ROAD, 20 FEET WEST OF WEST RAIL, 57 FEET
 KY1537'NORTH-NORTHWEST OF CENTER OF CROSSING OF GRAVEL ROAD AND TRACK,
 KY1537'66 FEET NORTH-NORTHEAST OF CENTER OF JUNCTION OF GRAVEL ROAD
 KY1537'EAST AND A NORTH-SOUTH BLACK TOP ROAD, 23 FEET EAST OF CENTER
 KY1537'LINE OF BLACK TOP ROAD, 57 FEET NORTH OF CENTER LINE OF GRAVEL
 KY1537'ROAD EAST, 2 1/2 FEET EAST OF A FENCE LINE, 7 1/2 FEET SOUTHWEST
 KY1537'OF A TELEPHONE POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 KY1537'POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE
 KY1537'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0780 ***********************************************************************
 JY0780  DESIGNATION -  H 187
 JY0780  PID         -  JY0780
 JY0780  STATE/COUNTY-  OH/PICKAWAY
 JY0780  USGS QUAD   -  CIRCLEVILLE (1995)
 JY0780
 JY0780                         *CURRENT SURVEY CONTROL
 JY0780  ___________________________________________________________________
 JY0780* NAD 83(1986)-  39 31 43.     (N)    082 56 09.     (W)     SCALED    
 JY0780* NAVD 88     -       218.439  (meters)     716.66   (feet)  ADJUSTED  
 JY0780  ___________________________________________________________________
 JY0780  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JY0780  DYNAMIC HT  -         218.309 (meters)     716.24  (feet)  COMP
 JY0780  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 JY0780
 JY0780  VERT ORDER  -  FIRST     CLASS I
 JY0780
 JY0780.The horizontal coordinates were scaled from a topographic map and have
 JY0780.an estimated accuracy of +/- 6 seconds.
 JY0780
 JY0780.The orthometric height was determined by differential leveling
 JY0780.and adjusted by the National Geodetic Survey in June 1991..
 JY0780
 JY0780.The geoid height was determined by GEOID03.
 JY0780
 JY0780.The dynamic height is computed by dividing the NAVD 88
 JY0780.geopotential number by the normal gravity value computed on the
 JY0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0780.degrees latitude (g = 980.6199 gals.).
 JY0780
 JY0780.The modeled gravity was interpolated from observed gravity values.
 JY0780
 JY0780;                    North         East    Units  Estimated Accuracy
 JY0780;SPC OH S     -   169,790.      562,530.      MT  (+/- 180 meters Scaled)
 JY0780
 JY0780                          SUPERSEDED SURVEY CONTROL
 JY0780
 JY0780  NGVD 29 (??/??/92)  218.605  (m)          717.21   (f) ADJ UNCH    1 1
 JY0780
 JY0780.Superseded values are not recommended for survey control.
 JY0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0780.See file dsdata.txt to determine how the superseded data were derived.
 JY0780
 JY0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD336772(NAD 83)
 JY0780_MARKER: DB = BENCH MARK DISK
 JY0780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0780_SP_SET: CULVERT
 JY0780_STAMPING: H 187 1954
 JY0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0780
 JY0780  HISTORY     - Date     Condition        Report By
 JY0780  HISTORY     - 1954     MONUMENTED       CGS
 JY0780  HISTORY     - 1967     GOOD             NGS
 JY0780
 JY0780                          STATION DESCRIPTION
 JY0780
 JY0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0780'4.1 MI N FROM KINGSTON.
 JY0780'4.1 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY0780'STATION AT KINGSTON, ABOUT 4.85 MILES SOUTH OF THE CROSSING
 JY0780'OF THE PENNSYLVANIA RAILROAD AT CIRCLEVILLE, ABOUT 0.3 MILE
 JY0780'SOUTH OF MILE POST N 671, IN THE TOP OF THE SOUTH END OF WEST
 JY0780'CONCRETE HEAD WALL OF AN 8-FOOT STONE ARCH CULVERT UNDER TRACKS,
 JY0780'16 FEET WEST OF WEST RAIL OF WEST TRACK AND ABOUT 2 FEET BELOW
 JY0780'LEVEL OF TRACKS.
 JY0780
 JY0780                          STATION RECOVERY (1967)
 JY0780
 JY0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0734 ***********************************************************************
 JY0734  DESIGNATION -  H 188
 JY0734  PID         -  JY0734
 JY0734  STATE/COUNTY-  OH/FRANKLIN
 JY0734  USGS QUAD   -  LOCKBOURNE (1992)
 JY0734
 JY0734                         *CURRENT SURVEY CONTROL
 JY0734  ___________________________________________________________________
 JY0734* NAD 83(1986)-  39 49 06.     (N)    082 55 44.     (W)     SCALED    
 JY0734* NAVD 88     -       223.466  (meters)     733.15   (feet)  ADJUSTED  
 JY0734  ___________________________________________________________________
 JY0734  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JY0734  DYNAMIC HT  -         223.337 (meters)     732.73  (feet)  COMP
 JY0734  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 JY0734
 JY0734  VERT ORDER  -  FIRST     CLASS II
 JY0734
 JY0734.This mark is at Rickenbacker Intl Airport (LCK)
 JY0734
 JY0734.The horizontal coordinates were scaled from a topographic map and have
 JY0734.an estimated accuracy of +/- 6 seconds.
 JY0734
 JY0734.The orthometric height was determined by differential leveling
 JY0734.and adjusted by the National Geodetic Survey in June 1991..
 JY0734
 JY0734.The geoid height was determined by GEOID03.
 JY0734
 JY0734.The dynamic height is computed by dividing the NAVD 88
 JY0734.geopotential number by the normal gravity value computed on the
 JY0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0734.degrees latitude (g = 980.6199 gals.).
 JY0734
 JY0734.The modeled gravity was interpolated from observed gravity values.
 JY0734
 JY0734;                    North         East    Units  Estimated Accuracy
 JY0734;SPC OH S     -   201,950.      563,280.      MT  (+/- 180 meters Scaled)
 JY0734
 JY0734                          SUPERSEDED SURVEY CONTROL
 JY0734
 JY0734  NGVD 29 (??/??/92)  223.64   (m)          733.7    (f) COMPUTED    1 2
 JY0734
 JY0734.Superseded values are not recommended for survey control.
 JY0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0734.See file dsdata.txt to determine how the superseded data were derived.
 JY0734
 JY0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE349093(NAD 83)
 JY0734_MARKER: DB = BENCH MARK DISK
 JY0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0734_SP_SET: MANHOLE PIT
 JY0734_STAMPING: H 188 1954
 JY0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0734
 JY0734  HISTORY     - Date     Condition        Report By
 JY0734  HISTORY     - 1954     MONUMENTED       CGS
 JY0734  HISTORY     - 1967     MARK NOT FOUND   NGS
 JY0734
 JY0734                          STATION DESCRIPTION
 JY0734
 JY0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0734'AT LOCKBOURNE AFB.
 JY0734'AT LOCKBOURNE AIR FORCE BASE, ABOUT 0.15 MILE NORTHEAST OF
 JY0734'OPERATIONS BUILDING, IN THE TOP OF NORTH CORNER OF A 12 BY 12-FOOT
 JY0734'CONCRETE MAN HOLE PIT, 130 FEET EAST-SOUTHEAST OF SOUTHWEST
 JY0734'END OF SLIDING DOOR TRACK AT SOUTH CORNER OF MULTI-PURPOSE
 JY0734'HANGAR, 125 FEET SOUTH OF JUNCTION POINT OF HANGAR RAMP AND
 JY0734'FLIGHT LINE APRON, 21 1/4 FEET WEST OF WEST EDGE OF CONCRETE
 JY0734'APRON, AND ABOUT 1 FOOT ABOVE LEVEL OF CONCRETE APRON.
 JY0734
 JY0734                          STATION RECOVERY (1967)
 JY0734
 JY0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0711 ***********************************************************************
 JY0711  DESIGNATION -  H 189
 JY0711  PID         -  JY0711
 JY0711  STATE/COUNTY-  OH/FRANKLIN
 JY0711  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0711
 JY0711                         *CURRENT SURVEY CONTROL
 JY0711  ___________________________________________________________________
 JY0711* NAD 83(1986)-  39 54 37.     (N)    082 58 34.     (W)     SCALED    
 JY0711* NAVD 88     -       227.256  (meters)     745.59   (feet)  ADJUSTED  
 JY0711  ___________________________________________________________________
 JY0711  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JY0711  DYNAMIC HT  -         227.129 (meters)     745.17  (feet)  COMP
 JY0711  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 JY0711
 JY0711  VERT ORDER  -  FIRST     CLASS I
 JY0711
 JY0711.The horizontal coordinates were scaled from a topographic map and have
 JY0711.an estimated accuracy of +/- 6 seconds.
 JY0711
 JY0711.The orthometric height was determined by differential leveling
 JY0711.and adjusted by the National Geodetic Survey in June 1991..
 JY0711
 JY0711.The geoid height was determined by GEOID03.
 JY0711
 JY0711.The dynamic height is computed by dividing the NAVD 88
 JY0711.geopotential number by the normal gravity value computed on the
 JY0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0711.degrees latitude (g = 980.6199 gals.).
 JY0711
 JY0711.The modeled gravity was interpolated from observed gravity values.
 JY0711
 JY0711;                    North         East    Units  Estimated Accuracy
 JY0711;SPC OH S     -   212,180.      559,290.      MT  (+/- 180 meters Scaled)
 JY0711
 JY0711                          SUPERSEDED SURVEY CONTROL
 JY0711
 JY0711  NGVD 29 (??/??/92)  227.439  (m)          746.19   (f) ADJ UNCH    1 1
 JY0711
 JY0711.Superseded values are not recommended for survey control.
 JY0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0711.See file dsdata.txt to determine how the superseded data were derived.
 JY0711
 JY0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE310196(NAD 83)
 JY0711_MARKER: DB = BENCH MARK DISK
 JY0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0711_STAMPING: H 189 1954
 JY0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0711+STABILITY: SURFACE MOTION
 JY0711
 JY0711  HISTORY     - Date     Condition        Report By
 JY0711  HISTORY     - 1954     MONUMENTED       CGS
 JY0711  HISTORY     - 1967     GOOD             NGS
 JY0711
 JY0711                          STATION DESCRIPTION
 JY0711
 JY0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0711'3.8 MI SE FROM COLUMBUS.
 JY0711'ABOUT 2.2 MILES SOUTH ALONG SOUTH HIGH STREET FROM THE COURTHOUSE
 JY0711'AT COLUMBUS, THENCE 0.6 MILE EAST ALONG HOSACK STREET, THENCE
 JY0711'0.2 MILE SOUTH ALONG PARSONS AVENUE, THENCE 0.8 MILE SOUTHEAST ALONG
 JY0711'GROVEPORT ROAD, ABOUT 0.5 MILE NORTHWEST OF THE JUNCTION OF WATKINS
 JY0711'ROAD, 53 FEET NORTH OF THE CENTER OF THE JUNCTION OF THE ROAD AND
 JY0711'A DRIVEWAY LEADING NORTH, 72 FEET SOUTHEAST OF THE NORTHEAST END OF
 JY0711'A 24-INCH PIPE CULVERT UNDER THE ROAD, 37 1/2 FEET NORTHEAST OF
 JY0711'THE CENTER LINE OF THE ROAD, 16 FEET WEST OF THE CENTER LINE OF
 JY0711'DRIVEWAY, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, 2 FEET
 JY0711'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JY0711'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0383 ***********************************************************************
 MC0383  DESIGNATION -  H 19
 MC0383  PID         -  MC0383
 MC0383  STATE/COUNTY-  OH/OTTAWA
 MC0383  USGS QUAD   -  OAK HARBOR (1980)
 MC0383
 MC0383                         *CURRENT SURVEY CONTROL
 MC0383  ___________________________________________________________________
 MC0383* NAD 83(1986)-  41 31 13.     (N)    083 08 54.     (W)     SCALED    
 MC0383* NAVD 88     -       179.907  (meters)     590.24   (feet)  ADJUSTED  
 MC0383  ___________________________________________________________________
 MC0383  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 MC0383  DYNAMIC HT  -         179.834 (meters)     590.01  (feet)  COMP
 MC0383  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 MC0383
 MC0383  VERT ORDER  -  SECOND    CLASS 0
 MC0383
 MC0383.The horizontal coordinates were scaled from a topographic map and have
 MC0383.an estimated accuracy of +/- 6 seconds.
 MC0383
 MC0383.The orthometric height was determined by differential leveling
 MC0383.and adjusted by the National Geodetic Survey in June 1991..
 MC0383
 MC0383.The geoid height was determined by GEOID03.
 MC0383
 MC0383.The dynamic height is computed by dividing the NAVD 88
 MC0383.geopotential number by the normal gravity value computed on the
 MC0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0383.degrees latitude (g = 980.6199 gals.).
 MC0383
 MC0383.The modeled gravity was interpolated from observed gravity values.
 MC0383
 MC0383;                    North         East    Units  Estimated Accuracy
 MC0383;SPC OH N     -   206,040.      545,890.      MT  (+/- 180 meters Scaled)
 MC0383
 MC0383                          SUPERSEDED SURVEY CONTROL
 MC0383
 MC0383  NGVD 29 (??/??/92)  180.204  (m)          591.22   (f) ADJ UNCH    2 0
 MC0383
 MC0383.Superseded values are not recommended for survey control.
 MC0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0383.See file dsdata.txt to determine how the superseded data were derived.
 MC0383
 MC0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF207987(NAD 83)
 MC0383_MARKER: DB = BENCH MARK DISK
 MC0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0383_STAMPING: H 19 1934
 MC0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0383+STABILITY: SURFACE MOTION
 MC0383
 MC0383  HISTORY     - Date     Condition        Report By
 MC0383  HISTORY     - 1934     MONUMENTED       CGS
 MC0383  HISTORY     - 1951     MARK NOT FOUND   USGS
 MC0383  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0383
 MC0383                          STATION DESCRIPTION
 MC0383
 MC0383'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MC0383'AT OAK HARBOR.
 MC0383'AT OAK HARBOR, OTTAWA COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MC0383'90 FEET WEST OF THE WEST END OF THE STATION, 80 FEET NORTH OF
 MC0383'THE CENTERLINE OF A GRAVEL ROAD, 18.4 FEET SOUTH OF THE SOUTH
 MC0383'RAIL, AND ABOUT 1 FOOT BELOW THE BASE OF THE RAIL.  A STANDARD
 MC0383'DISK, STAMPED H 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MC0383
 MC0383                          STATION RECOVERY (1980)
 MC0383
 MC0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0383'NOT RECOVERED, MARK REPORTED NOT RECOVERED IN 1951 BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0003 ***********************************************************************
 JY0003  DESIGNATION -  H 190
 JY0003  PID         -  JY0003
 JY0003  STATE/COUNTY-  OH/LICKING
 JY0003  USGS QUAD   -  THORNVILLE (1992)
 JY0003
 JY0003                         *CURRENT SURVEY CONTROL
 JY0003  ___________________________________________________________________
 JY0003* NAD 83(1986)-  39 55 52.     (N)    082 25 49.     (W)     SCALED    
 JY0003* NAVD 88     -       275.963  (meters)     905.39   (feet)  ADJUSTED  
 JY0003  ___________________________________________________________________
 JY0003  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY0003  DYNAMIC HT  -         275.805 (meters)     904.87  (feet)  COMP
 JY0003  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 JY0003
 JY0003  VERT ORDER  -  FIRST     CLASS II
 JY0003
 JY0003.The horizontal coordinates were scaled from a topographic map and have
 JY0003.an estimated accuracy of +/- 6 seconds.
 JY0003
 JY0003.The orthometric height was determined by differential leveling
 JY0003.and adjusted by the National Geodetic Survey in June 1991..
 JY0003
 JY0003.The geoid height was determined by GEOID03.
 JY0003
 JY0003.The dynamic height is computed by dividing the NAVD 88
 JY0003.geopotential number by the normal gravity value computed on the
 JY0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0003.degrees latitude (g = 980.6199 gals.).
 JY0003
 JY0003.The modeled gravity was interpolated from observed gravity values.
 JY0003
 JY0003;                    North         East    Units  Estimated Accuracy
 JY0003;SPC OH S     -   214,390.      605,960.      MT  (+/- 180 meters Scaled)
 JY0003
 JY0003                          SUPERSEDED SURVEY CONTROL
 JY0003
 JY0003  NGVD 29 (??/??/92)  276.164  (m)          906.05   (f) ADJ UNCH    1 2
 JY0003
 JY0003.Superseded values are not recommended for survey control.
 JY0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0003.See file dsdata.txt to determine how the superseded data were derived.
 JY0003
 JY0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE777210(NAD 83)
 JY0003_MARKER: DB = BENCH MARK DISK
 JY0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0003_STAMPING: H 190 1954
 JY0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0003+STABILITY: SURFACE MOTION
 JY0003
 JY0003  HISTORY     - Date     Condition        Report By
 JY0003  HISTORY     - 1954     MONUMENTED       CGS
 JY0003  HISTORY     - 1971     GOOD             LOCENG
 JY0003
 JY0003                          STATION DESCRIPTION
 JY0003
 JY0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0003'1.7 MI NW FROM THORNVILLE.
 JY0003'1.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY0003'THE STATION AND CROSSING OF STATE HIGHWAY 13 AT THORNVILLE,
 JY0003'ABOUT 1.0 MILE SOUTHEAST OF CROSSING OF STATE HIGHWAY 596, AT
 JY0003'CROSSING OF COUNTY ROAD 303 LEADING TO VARIOUS ESTABLISHMENTS
 JY0003'ON SHORE OF BUCKEYE LAKE, AT THE NORTH CORNER OF YARD OF ABANDONED
 JY0003'AVONDALE HOTEL, 30 FEET SOUTH-SOUTHEAST OF CENTER OF CROSSING OF
 JY0003'ROAD, 11.2 FEET SOUTHWEST OF SOUTHWEST RAIL, AT THE NORTHEAST
 JY0003'END OF A CONCRETE WALK, 1 FOOT EAST OF EAST CORNER OF WALK, 18
 JY0003'FEET SOUTHEAST OF A 34-INCH LOCUST TREE, 15 1/2 FEET NORTHWEST OF
 JY0003'A 20-INCH MAPLE TREE, ABOUT LEVEL WITH TRACK AND SET IN THE TOP
 JY0003'OF A CONCRETE POST PROJECTING 1 INCH.
 JY0003
 JY0003                          STATION RECOVERY (1971)
 JY0003
 JY0003'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 JY0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0083 ***********************************************************************
 JY0083  DESIGNATION -  H 191
 JY0083  PID         -  JY0083
 JY0083  STATE/COUNTY-  OH/MUSKINGUM
 JY0083  USGS QUAD   -  ZANESVILLE WEST (1992)
 JY0083
 JY0083                         *CURRENT SURVEY CONTROL
 JY0083  ___________________________________________________________________
 JY0083* NAD 83(1986)-  39 57 15.     (N)    082 01 15.     (W)     SCALED    
 JY0083* NAVD 88     -       213.701  (meters)     701.12   (feet)  ADJUSTED  
 JY0083  ___________________________________________________________________
 JY0083  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JY0083  DYNAMIC HT  -         213.586 (meters)     700.74  (feet)  COMP
 JY0083  MODELED GRAV-     980,080.8   (mgal)                       NAVD 88
 JY0083
 JY0083  VERT ORDER  -  FIRST     CLASS II
 JY0083
 JY0083.The horizontal coordinates were scaled from a topographic map and have
 JY0083.an estimated accuracy of +/- 6 seconds.
 JY0083
 JY0083.The orthometric height was determined by differential leveling
 JY0083.and adjusted by the National Geodetic Survey in June 1991..
 JY0083
 JY0083.The geoid height was determined by GEOID03.
 JY0083
 JY0083.The dynamic height is computed by dividing the NAVD 88
 JY0083.geopotential number by the normal gravity value computed on the
 JY0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0083.degrees latitude (g = 980.6199 gals.).
 JY0083
 JY0083.The modeled gravity was interpolated from observed gravity values.
 JY0083
 JY0083;                    North         East    Units  Estimated Accuracy
 JY0083;SPC OH S     -   217,050.      640,940.      MT  (+/- 180 meters Scaled)
 JY0083
 JY0083                          SUPERSEDED SURVEY CONTROL
 JY0083
 JY0083  NGVD 29 (??/??/92)  213.919  (m)          701.83   (f) ADJ UNCH    1 2
 JY0083
 JY0083.Superseded values are not recommended for survey control.
 JY0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0083.See file dsdata.txt to determine how the superseded data were derived.
 JY0083
 JY0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME128231(NAD 83)
 JY0083_MARKER: DB = BENCH MARK DISK
 JY0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0083_SP_SET: ABUTMENT
 JY0083_STAMPING: H 191 1954
 JY0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0083
 JY0083  HISTORY     - Date     Condition        Report By
 JY0083  HISTORY     - 1954     MONUMENTED       CGS
 JY0083  HISTORY     - 1960     GOOD             NGS
 JY0083
 JY0083                          STATION DESCRIPTION
 JY0083
 JY0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0083'AT ZANESVILLE.
 JY0083'AT ZANESVILLE, ABOUT 0.5 MILE NORTH ALONG LINDEN AVENUE FROM THE
 JY0083'NORTHWEST END OF Y BRIDGE OVER MUSKINGUM AND LICKING RIVERS,
 JY0083'THENCE ABOUT 0.5 MILE WEST ALONG MC INTIRE AVENUE, THENCE ABOUT
 JY0083'0.2 MILE NORTH ALONG BLUE AVENUE, THENCE ABOUT 0.2 MILE WEST ALONG
 JY0083'ADAIR AVENUE (STATE HIGHWAY 146), IN THE TOP OF THE NORTHEAST
 JY0083'END OF THE SOUTHWEST WING WALL OF WEST ABUTMENT OF HIGHWAY BRIDGE
 JY0083'OVER A SMALL STREAM, 16 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 JY0083'1.3 FEET SOUTH OF CONCRETE BANISTER AND ABOUT 1/2 FOOT ABOVE LEVEL
 JY0083'OF BRIDGE FLOOR.
 JY0083
 JY0083                          STATION RECOVERY (1960)
 JY0083
 JY0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JY0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0790 ***********************************************************************
 JY0790  DESIGNATION -  H 192
 JY0790  PID         -  JY0790
 JY0790  STATE/COUNTY-  OH/FRANKLIN
 JY0790  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0790
 JY0790                         *CURRENT SURVEY CONTROL
 JY0790  ___________________________________________________________________
 JY0790* NAD 83(1986)-  39 56 00.     (N)    082 53 52.     (W)     SCALED    
 JY0790* NAVD 88     -       234.711  (meters)     770.05   (feet)  ADJUSTED  
 JY0790  ___________________________________________________________________
 JY0790  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JY0790  DYNAMIC HT  -         234.578 (meters)     769.61  (feet)  COMP
 JY0790  MODELED GRAV-     980,055.0   (mgal)                       NAVD 88
 JY0790
 JY0790  VERT ORDER  -  FIRST     CLASS II
 JY0790
 JY0790.The horizontal coordinates were scaled from a topographic map and have
 JY0790.an estimated accuracy of +/- 6 seconds.
 JY0790
 JY0790.The orthometric height was determined by differential leveling
 JY0790.and adjusted by the National Geodetic Survey in June 1991..
 JY0790
 JY0790.The geoid height was determined by GEOID03.
 JY0790
 JY0790.The dynamic height is computed by dividing the NAVD 88
 JY0790.geopotential number by the normal gravity value computed on the
 JY0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0790.degrees latitude (g = 980.6199 gals.).
 JY0790
 JY0790.The modeled gravity was interpolated from observed gravity values.
 JY0790
 JY0790;                    North         East    Units  Estimated Accuracy
 JY0790;SPC OH S     -   214,710.      566,000.      MT  (+/- 180 meters Scaled)
 JY0790
 JY0790                          SUPERSEDED SURVEY CONTROL
 JY0790
 JY0790  NGVD 29 (??/??/92)  234.89   (m)          770.6    (f) COMPUTED    1 2
 JY0790
 JY0790.Superseded values are not recommended for survey control.
 JY0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0790.See file dsdata.txt to determine how the superseded data were derived.
 JY0790
 JY0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE378220(NAD 83)
 JY0790_MARKER: DB = BENCH MARK DISK
 JY0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0790_SP_SET: WINDOW SILL
 JY0790_STAMPING: H 192 1954
 JY0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0790
 JY0790  HISTORY     - Date     Condition        Report By
 JY0790  HISTORY     - 1954     MONUMENTED       CGS
 JY0790
 JY0790                          STATION DESCRIPTION
 JY0790
 JY0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0790'5 MI NE FROM VALLEY CROSSING.
 JY0790'2.2 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM CROSSING
 JY0790'OF WILLIAMS ROAD AT VALLEY CROSSING, THENCE ABOUT 2.75 MILES
 JY0790'EAST ALONG THE NEW YORK CENTRAL RAILROAD, IN THE NORTHEAST ANGLE
 JY0790'OF CROSSING OF COURTRIGHT ROAD AND THE TRACK, SET VERTICALLY IN
 JY0790'THE WEST FACE OF WINDOW SILL OF CONCRETE BLOCK BUILDING NO. 1900
 JY0790'COURTRIGHT ROAD, 58 FEET EAST OF CENTER LINE OF ROAD, 165 FEET
 JY0790'NORTHEAST OF CENTER OF CROSSING, 4 1/2 FEET SOUTH OF NORTHWEST
 JY0790'CORNER OF BUILDING AND ABOUT 3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0791 ***********************************************************************
 JY0791  DESIGNATION -  H 192 RESET
 JY0791  PID         -  JY0791
 JY0791  STATE/COUNTY-  OH/FRANKLIN
 JY0791  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0791
 JY0791                         *CURRENT SURVEY CONTROL
 JY0791  ___________________________________________________________________
 JY0791* NAD 83(1986)-  39 56 00.     (N)    082 53 52.     (W)     SCALED    
 JY0791* NAVD 88     -       232.63   (+/-2cm)     763.2    (feet)  VERTCON   
 JY0791  ___________________________________________________________________
 JY0791  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JY0791
 JY0791  VERT ORDER  -  THIRD (See Below)
 JY0791
 JY0791.The horizontal coordinates were scaled from a topographic map and have
 JY0791.an estimated accuracy of +/- 6 seconds.
 JY0791
 JY0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY0791.The vertical order pertains to the NGVD 29 superseded value.
 JY0791
 JY0791.The geoid height was determined by GEOID03.
 JY0791
 JY0791;                    North         East    Units  Estimated Accuracy
 JY0791;SPC OH S     -   214,710.      566,000.      MT  (+/- 180 meters Scaled)
 JY0791
 JY0791                          SUPERSEDED SURVEY CONTROL
 JY0791
 JY0791  NGVD 29 (??/??/??)  232.82   (m)          763.8    (f) RESET       3  
 JY0791
 JY0791.Superseded values are not recommended for survey control.
 JY0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0791.See file dsdata.txt to determine how the superseded data were derived.
 JY0791
 JY0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE378220(NAD 83)
 JY0791_MARKER: DB = BENCH MARK DISK
 JY0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0791_SP_SET: ABUTMENT
 JY0791_STAMPING: H 192 1954 RESET 1964
 JY0791_MARK LOGO: CGS   
 JY0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0791
 JY0791  HISTORY     - Date     Condition        Report By
 JY0791  HISTORY     - 1964     MONUMENTED       CGS
 JY0791
 JY0791                          STATION DESCRIPTION
 JY0791
 JY0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JY0791'5 MI NE FROM VALLEY CROSSING.
 JY0791'ABOUT 2.2 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 JY0791'THE CROSSING OF WILLIAMS ROAD AT VALLEY CROSSING, THENCE ABOUT
 JY0791'2.75 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD, IN THE
 JY0791'SOUTHWEST ANGLE OF CROSSING OF COURTRIGHT ROAD AND THE TRACK, IN
 JY0791'THE SOUTHWEST ABUTMENT OF A BRIDGE UNDER THE RAILROAD ABOUT 300
 JY0791'FEET WEST OF COURTRIGHT ROAD, 15.4 FEET SOUTH OF THE SOUTH RAIL,
 JY0791'3.2 FEET NORTH OF THE SOUTH END OF CONCRETE ABUTMENT, 1.7 FEET
 JY0791'WEST OF EAST EDGE OF ABUTMENT, ABOUT 5 FEET LOWER THAN THE TRACK,
 JY0791'SET FLUSH WITH CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1470 ***********************************************************************
 HY1470  DESIGNATION -  H 193
 HY1470  PID         -  HY1470
 HY1470  STATE/COUNTY-  OH/SCIOTO
 HY1470  USGS QUAD   -  FRIENDSHIP (1995)
 HY1470
 HY1470                         *CURRENT SURVEY CONTROL
 HY1470  ___________________________________________________________________
 HY1470* NAD 83(1986)-  38 44 12.     (N)    083 01 19.     (W)     SCALED    
 HY1470* NAVD 88     -       155.114  (meters)     508.90   (feet)  ADJUSTED  
 HY1470  ___________________________________________________________________
 HY1470  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY1470  DYNAMIC HT  -         155.017 (meters)     508.58  (feet)  COMP
 HY1470  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 HY1470
 HY1470  VERT ORDER  -  FIRST     CLASS II
 HY1470
 HY1470.The horizontal coordinates were scaled from a topographic map and have
 HY1470.an estimated accuracy of +/- 6 seconds.
 HY1470
 HY1470.The orthometric height was determined by differential leveling
 HY1470.and adjusted by the National Geodetic Survey in June 1991..
 HY1470
 HY1470.The geoid height was determined by GEOID03.
 HY1470
 HY1470.The dynamic height is computed by dividing the NAVD 88
 HY1470.geopotential number by the normal gravity value computed on the
 HY1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1470.degrees latitude (g = 980.6199 gals.).
 HY1470
 HY1470.The modeled gravity was interpolated from observed gravity values.
 HY1470
 HY1470;                    North         East    Units  Estimated Accuracy
 HY1470;SPC OH S     -    81,910.      554,620.      MT  (+/- 180 meters Scaled)
 HY1470
 HY1470                          SUPERSEDED SURVEY CONTROL
 HY1470
 HY1470  NGVD 29 (??/??/92)  155.304  (m)          509.53   (f) ADJ UNCH    1 2
 HY1470
 HY1470.Superseded values are not recommended for survey control.
 HY1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1470.See file dsdata.txt to determine how the superseded data were derived.
 HY1470
 HY1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC242894(NAD 83)
 HY1470_MARKER: DB = BENCH MARK DISK
 HY1470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1470_SP_SET: PIER
 HY1470_STAMPING: H 193 1956
 HY1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1470
 HY1470  HISTORY     - Date     Condition        Report By
 HY1470  HISTORY     - 1956     MONUMENTED       CGS
 HY1470
 HY1470                          STATION DESCRIPTION
 HY1470
 HY1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY1470'1.4 MI W FROM PORTSMOUTH.
 HY1470'ABOUT 1.4 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE CITY HALL AT
 HY1470'PORTSMOUTH, ABOUT 0.45 MILE WEST ALONG EAST BOUND LAND OF HIGHWAY
 HY1470'FROM WEST END OF BRIDGE OVER SCIOTO RIVER, 69 FEET NORTH OF CENTER
 HY1470'LINE OF EAST BOUND HIGHWAY 52, SET VERTICALLY IN THE SOUTH FACE
 HY1470'OF THREE LEGGED WEST PIER OF HIGHWAY 52 WEST BOUND CONCRETE
 HY1470'AND STEEL BRIDGE OVER A SLOUGH AND HIGHWAY AND ABOUT 4 FEET
 HY1470'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0191 ***********************************************************************
 JY0191  DESIGNATION -  H 198
 JY0191  PID         -  JY0191
 JY0191  STATE/COUNTY-  OH/VINTON
 JY0191  USGS QUAD   -  MC ARTHUR (1995)
 JY0191
 JY0191                         *CURRENT SURVEY CONTROL
 JY0191  ___________________________________________________________________
 JY0191* NAD 83(1986)-  39 08 28.     (N)    082 22 51.     (W)     SCALED    
 JY0191* NAVD 88     -       197.511  (meters)     648.00   (feet)  ADJUSTED  
 JY0191  ___________________________________________________________________
 JY0191  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JY0191  DYNAMIC HT  -         197.389 (meters)     647.60  (feet)  COMP
 JY0191  MODELED GRAV-     980,002.1   (mgal)                       NAVD 88
 JY0191
 JY0191  VERT ORDER  -  SECOND    CLASS 0
 JY0191
 JY0191.The horizontal coordinates were scaled from a topographic map and have
 JY0191.an estimated accuracy of +/- 6 seconds.
 JY0191
 JY0191.The orthometric height was determined by differential leveling
 JY0191.and adjusted by the National Geodetic Survey in June 1991..
 JY0191
 JY0191.The geoid height was determined by GEOID03.
 JY0191
 JY0191.The dynamic height is computed by dividing the NAVD 88
 JY0191.geopotential number by the normal gravity value computed on the
 JY0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0191.degrees latitude (g = 980.6199 gals.).
 JY0191
 JY0191.The modeled gravity was interpolated from observed gravity values.
 JY0191
 JY0191;                    North         East    Units  Estimated Accuracy
 JY0191;SPC OH S     -   126,690.      610,300.      MT  (+/- 180 meters Scaled)
 JY0191
 JY0191                          SUPERSEDED SURVEY CONTROL
 JY0191
 JY0191  NGVD 29 (??/??/92)  197.695  (m)          648.60   (f) ADJ UNCH    2 0
 JY0191
 JY0191.Superseded values are not recommended for survey control.
 JY0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0191.See file dsdata.txt to determine how the superseded data were derived.
 JY0191
 JY0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD806333(NAD 83)
 JY0191_MARKER: DB = BENCH MARK DISK
 JY0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0191_SP_SET: ABUTMENT
 JY0191_STAMPING: H 198 1958
 JY0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0191
 JY0191  HISTORY     - Date     Condition        Report By
 JY0191  HISTORY     - 1958     MONUMENTED       CGS
 JY0191
 JY0191                          STATION DESCRIPTION
 JY0191
 JY0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0191'6.2 MI N FROM MINERTON.
 JY0191'ABOUT 6.15 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY
 JY0191'FROM THE STATION AT MINERTON, IN SECTION 20, R 16W, T 9N, ABOUT
 JY0191'0.15 MILE SOUTHEAST OF MILE POST 86, ABOUT 40 YARDS
 JY0191'EAST-NORTHEAST OF THE WAITING BOOTH STATION AT RADCLIFF, SET IN
 JY0191'THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A
 JY0191'45-FOOT STEEL BRIDGE ACROSS A CREEK, 139 1/2 FEET EAST OF EAST
 JY0191'RAIL OF MAIN TRACK, 10 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 JY0191'BLACKTOP ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0355 ***********************************************************************
 HY0355  DESIGNATION -  H 199
 HY0355  PID         -  HY0355
 HY0355  STATE/COUNTY-  OH/GALLIA
 HY0355  USGS QUAD   -  VINTON (1975)
 HY0355
 HY0355                         *CURRENT SURVEY CONTROL
 HY0355  ___________________________________________________________________
 HY0355* NAD 83(1986)-  38 52 55.     (N)    082 15 53.     (W)     SCALED    
 HY0355* NAVD 88     -       191.940  (meters)     629.72   (feet)  ADJUSTED  
 HY0355  ___________________________________________________________________
 HY0355  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 HY0355  DYNAMIC HT  -         191.818 (meters)     629.32  (feet)  COMP
 HY0355  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 HY0355
 HY0355  VERT ORDER  -  SECOND    CLASS 0
 HY0355
 HY0355.The horizontal coordinates were scaled from a topographic map and have
 HY0355.an estimated accuracy of +/- 6 seconds.
 HY0355
 HY0355.The orthometric height was determined by differential leveling
 HY0355.and adjusted by the National Geodetic Survey in June 1991..
 HY0355
 HY0355.The geoid height was determined by GEOID03.
 HY0355
 HY0355.The dynamic height is computed by dividing the NAVD 88
 HY0355.geopotential number by the normal gravity value computed on the
 HY0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0355.degrees latitude (g = 980.6199 gals.).
 HY0355
 HY0355.The modeled gravity was interpolated from observed gravity values.
 HY0355
 HY0355;                    North         East    Units  Estimated Accuracy
 HY0355;SPC OH S     -    97,940.      620,420.      MT  (+/- 180 meters Scaled)
 HY0355
 HY0355                          SUPERSEDED SURVEY CONTROL
 HY0355
 HY0355  NGVD 29 (??/??/92)  192.133  (m)          630.36   (f) ADJ UNCH    2 0
 HY0355
 HY0355.Superseded values are not recommended for survey control.
 HY0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0355.See file dsdata.txt to determine how the superseded data were derived.
 HY0355
 HY0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD903044(NAD 83)
 HY0355_MARKER: DB = BENCH MARK DISK
 HY0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0355_SP_SET: CULVERT
 HY0355_STAMPING: H 199 1958
 HY0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0355
 HY0355  HISTORY     - Date     Condition        Report By
 HY0355  HISTORY     - 1958     MONUMENTED       CGS
 HY0355  HISTORY     - 1976     GOOD             NGS
 HY0355
 HY0355                          STATION DESCRIPTION
 HY0355
 HY0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0355'0.7 MI NW FROM KERRS.
 HY0355'ABOUT 0.7 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 HY0355'FROM THE STATION AT KERRS, IN SECTION 15, R 15W, T 6N, ABOUT 0.3
 HY0355'MILE SOUTHEAST OF MILE POST 108, SET IN THE TOP OF THE SOUTHEAST
 HY0355'END OF THE NORTHEAST CONCRETE HEADWALL OF A 2-FOOT PIPE CULVERT
 HY0355'UNDER THE RAILROAD FILL, ABOUT 163 YARDS SOUTHEAST OF SOUTHEAST
 HY0355'END OF TRESTLE 108.2 OVER A SMALL HOLLOW, 18 1/2 FEET NORTHEAST
 HY0355'OF NORTHEAST RAIL, ABOUT 2.0 FEET BELOW THE LEVEL OF THE TRACK.
 HY0355
 HY0355                          STATION RECOVERY (1976)
 HY0355
 HY0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0405 ***********************************************************************
 MC0405  DESIGNATION -  H 20
 MC0405  PID         -  MC0405
 MC0405  STATE/COUNTY-  OH/SANDUSKY
 MC0405  USGS QUAD   -  FREMONT WEST (1980)
 MC0405
 MC0405                         *CURRENT SURVEY CONTROL
 MC0405  ___________________________________________________________________
 MC0405* NAD 83(1986)-  41 20 55.     (N)    083 07 37.     (W)     SCALED    
 MC0405* NAVD 88     -       192.353  (meters)     631.08   (feet)  POSTED    
 MC0405  ___________________________________________________________________
 MC0405  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC0405  DYNAMIC HT  -         192.270 (meters)     630.81  (feet)  COMP
 MC0405  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 MC0405
 MC0405  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MC0405
 MC0405.The horizontal coordinates were scaled from a topographic map and have
 MC0405.an estimated accuracy of +/- 6 seconds.
 MC0405
 MC0405.The orthometric height was determined by differential leveling
 MC0405.and adjusted by the National Geodetic Survey in 1992..
 MC0405.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MC0405.rate of 3.1 thru 4.0 mm/km.
 MC0405
 MC0405.The geoid height was determined by GEOID03.
 MC0405
 MC0405.The dynamic height is computed by dividing the NAVD 88
 MC0405.geopotential number by the normal gravity value computed on the
 MC0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0405.degrees latitude (g = 980.6199 gals.).
 MC0405
 MC0405.The modeled gravity was interpolated from observed gravity values.
 MC0405
 MC0405;                    North         East    Units  Estimated Accuracy
 MC0405;SPC OH N     -   186,960.      547,530.      MT  (+/- 180 meters Scaled)
 MC0405
 MC0405                          SUPERSEDED SURVEY CONTROL
 MC0405
 MC0405  NGVD 29 (??/??/92)  192.626  (m)          631.97   (f) ADJ UNCH    2 0
 MC0405
 MC0405.Superseded values are not recommended for survey control.
 MC0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0405.See file dsdata.txt to determine how the superseded data were derived.
 MC0405
 MC0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF220796(NAD 83)
 MC0405_MARKER: DB = BENCH MARK DISK
 MC0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0405_STAMPING: H 20 1934
 MC0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0405+STABILITY: SURFACE MOTION
 MC0405
 MC0405  HISTORY     - Date     Condition        Report By
 MC0405  HISTORY     - 1934     MONUMENTED       CGS
 MC0405
 MC0405                          STATION DESCRIPTION
 MC0405
 MC0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0405'AT FREMONT.
 MC0405'AT FREMONT, SANDUSKY COUNTY, ON THE NEW YORK CHICAGO AND ST.
 MC0405'LOUIS RAILROAD, AT THE CROSSING OF THE NEW YORK CENTRAL RAILROAD,
 MC0405'8.1 FEET SOUTHWEST OF N.Y.C.R.R. MILEPOST C 274, 24.5 FEET WEST
 MC0405'OF THE WEST RAIL OF THE N.Y.C.R.R., 18 FEET SOUTH OF THE SOUTH
 MC0405'RAIL OF THE N.Y.C.R. ST. L.R.R., AND LEVEL WITH THE TRACK.  A
 MC0405'STANDARD DISK, STAMPED H 20 1934 AND SET IN THE TOP OF A CONCRETE
 MC0405'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0073 ***********************************************************************
 HY0073  DESIGNATION -  H 200
 HY0073  PID         -  HY0073
 HY0073  STATE/COUNTY-  OH/GALLIA
 HY0073  USGS QUAD   -  RODNEY (1983)
 HY0073
 HY0073                         *CURRENT SURVEY CONTROL
 HY0073  ___________________________________________________________________
 HY0073* NAD 83(1986)-  38 51 24.     (N)    082 19 42.     (W)     SCALED    
 HY0073* NAVD 88     -       183.600  (meters)     602.36   (feet)  ADJUSTED  
 HY0073  ___________________________________________________________________
 HY0073  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HY0073  DYNAMIC HT  -         183.482 (meters)     601.97  (feet)  COMP
 HY0073  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 HY0073
 HY0073  VERT ORDER  -  SECOND    CLASS 0
 HY0073
 HY0073.The horizontal coordinates were scaled from a topographic map and have
 HY0073.an estimated accuracy of +/- 6 seconds.
 HY0073
 HY0073.The orthometric height was determined by differential leveling
 HY0073.and adjusted by the National Geodetic Survey in June 1991..
 HY0073
 HY0073.The geoid height was determined by GEOID03.
 HY0073
 HY0073.The dynamic height is computed by dividing the NAVD 88
 HY0073.geopotential number by the normal gravity value computed on the
 HY0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0073.degrees latitude (g = 980.6199 gals.).
 HY0073
 HY0073.The modeled gravity was interpolated from observed gravity values.
 HY0073
 HY0073;                    North         East    Units  Estimated Accuracy
 HY0073;SPC OH S     -    95,120.      614,900.      MT  (+/- 180 meters Scaled)
 HY0073
 HY0073                          SUPERSEDED SURVEY CONTROL
 HY0073
 HY0073  NGVD 29 (??/??/92)  183.792  (m)          602.99   (f) ADJ UNCH    2 0
 HY0073
 HY0073.Superseded values are not recommended for survey control.
 HY0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0073.See file dsdata.txt to determine how the superseded data were derived.
 HY0073
 HY0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD847017(NAD 83)
 HY0073_MARKER: DB = BENCH MARK DISK
 HY0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0073_SP_SET: CULVERT
 HY0073_STAMPING: H 200 1958
 HY0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0073
 HY0073  HISTORY     - Date     Condition        Report By
 HY0073  HISTORY     - 1958     MONUMENTED       CGS
 HY0073  HISTORY     - 1976     GOOD             NGS
 HY0073
 HY0073                          STATION DESCRIPTION
 HY0073
 HY0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0073'3.3 MI SE FROM RIO GRANDE.
 HY0073'ABOUT 3.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 35 FROM THE CALVARY
 HY0073'BAPTIST CHURCH AT RIO GRANDE, IN SECTION 31, R 15W, T 4N, ABOUT
 HY0073'1.45 MILES NORTHWEST OF THE NORTH-SOUTH CROSS ROAD AT RODNEY,
 HY0073'ABOUT 0.15 MILE EAST OF HIGHWAY BRIDGE WITH CONCRETE BANNISTERS
 HY0073'ACROSS A CREEK BRANCH, ABOUT 0.9 MILE NORTHWEST OF THE JUNCTION
 HY0073'OF BLACKTOP ROAD NUMBER 588 LEADING SOUTHEAST, SET IN THE TOP
 HY0073'OF THE EAST END OF THE NORTH HEADWALL OF A SKEW 12-FOOT CONCRETE
 HY0073'CULVERT UNDER THE HIGHWAY, 27 FEET NORTH OF THE CENTER LINE
 HY0073'OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 HY0073
 HY0073                          STATION RECOVERY (1976)
 HY0073
 HY0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0300 ***********************************************************************
 JY0300  DESIGNATION -  H 201
 JY0300  PID         -  JY0300
 JY0300  STATE/COUNTY-  OH/JACKSON
 JY0300  USGS QUAD   -  MULGA (1995)
 JY0300
 JY0300                         *CURRENT SURVEY CONTROL
 JY0300  ___________________________________________________________________
 JY0300* NAD 83(1986)-  39 05 35.     (N)    082 26 39.     (W)     SCALED    
 JY0300* NAVD 88     -       220.168  (meters)     722.33   (feet)  ADJUSTED  
 JY0300  ___________________________________________________________________
 JY0300  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JY0300  DYNAMIC HT  -         220.030 (meters)     721.88  (feet)  COMP
 JY0300  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 JY0300
 JY0300  VERT ORDER  -  SECOND    CLASS 0
 JY0300
 JY0300.The horizontal coordinates were scaled from a topographic map and have
 JY0300.an estimated accuracy of +/- 6 seconds.
 JY0300
 JY0300.The orthometric height was determined by differential leveling
 JY0300.and adjusted by the National Geodetic Survey in June 1991..
 JY0300
 JY0300.The geoid height was determined by GEOID03.
 JY0300
 JY0300.The dynamic height is computed by dividing the NAVD 88
 JY0300.geopotential number by the normal gravity value computed on the
 JY0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0300.degrees latitude (g = 980.6199 gals.).
 JY0300
 JY0300.The modeled gravity was interpolated from observed gravity values.
 JY0300
 JY0300;                    North         East    Units  Estimated Accuracy
 JY0300;SPC OH S     -   121,350.      604,830.      MT  (+/- 180 meters Scaled)
 JY0300
 JY0300                          SUPERSEDED SURVEY CONTROL
 JY0300
 JY0300  NGVD 29 (??/??/92)  220.349  (m)          722.93   (f) ADJ UNCH    2 0
 JY0300
 JY0300.Superseded values are not recommended for survey control.
 JY0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0300.See file dsdata.txt to determine how the superseded data were derived.
 JY0300
 JY0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD751280(NAD 83)
 JY0300_MARKER: DB = BENCH MARK DISK
 JY0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0300_SP_SET: CULVERT
 JY0300_STAMPING: H 201 1958
 JY0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0300
 JY0300  HISTORY     - Date     Condition        Report By
 JY0300  HISTORY     - 1958     MONUMENTED       CGS
 JY0300
 JY0300                          STATION DESCRIPTION
 JY0300
 JY0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0300'2.9 MI W FROM CLARION.
 JY0300'ABOUT 2.9 MILES WEST ALONG STATE HIGHWAY 124 FROM ITS CROSSING
 JY0300'OF THE CHESAPEAKE AND OHIO RAILRWAY AT CLARION, IN SECTION 13,
 JY0300'T 9N, R 17W, ON THE OUTSIDE OF A SLIGHT CURVE, ABOUT 0.2 MILE
 JY0300'WEST OF A BRIDGE, SET IN THE TOP OF THE EAST END OF SOUTH HEADWALL
 JY0300'OF AN 8-FOOT CONCRETE BOX CULVERT, 17 FEET SOUTH OF THE CENTER
 JY0300'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0408 ***********************************************************************
 HY0408  DESIGNATION -  H 202
 HY0408  PID         -  HY0408
 HY0408  STATE/COUNTY-  OH/GALLIA
 HY0408  USGS QUAD   -  RODNEY (1983)
 HY0408
 HY0408                         *CURRENT SURVEY CONTROL
 HY0408  ___________________________________________________________________
 HY0408* NAD 83(1986)-  38 49 32.     (N)    082 19 20.     (W)     SCALED    
 HY0408* NAVD 88     -       203.014  (meters)     666.06   (feet)  ADJUSTED  
 HY0408  ___________________________________________________________________
 HY0408  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 HY0408  DYNAMIC HT  -         202.884 (meters)     665.63  (feet)  COMP
 HY0408  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 HY0408
 HY0408  VERT ORDER  -  SECOND    CLASS 0
 HY0408
 HY0408.The horizontal coordinates were scaled from a topographic map and have
 HY0408.an estimated accuracy of +/- 6 seconds.
 HY0408
 HY0408.The orthometric height was determined by differential leveling
 HY0408.and adjusted by the National Geodetic Survey in June 1991..
 HY0408
 HY0408.The geoid height was determined by GEOID03.
 HY0408
 HY0408.The dynamic height is computed by dividing the NAVD 88
 HY0408.geopotential number by the normal gravity value computed on the
 HY0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0408.degrees latitude (g = 980.6199 gals.).
 HY0408
 HY0408.The modeled gravity was interpolated from observed gravity values.
 HY0408
 HY0408;                    North         East    Units  Estimated Accuracy
 HY0408;SPC OH S     -    91,660.      615,440.      MT  (+/- 180 meters Scaled)
 HY0408
 HY0408                          SUPERSEDED SURVEY CONTROL
 HY0408
 HY0408  NGVD 29 (??/??/92)  203.203  (m)          666.68   (f) ADJ UNCH    2 0
 HY0408
 HY0408.Superseded values are not recommended for survey control.
 HY0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0408.See file dsdata.txt to determine how the superseded data were derived.
 HY0408
 HY0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC852982(NAD 83)
 HY0408_MARKER: DB = BENCH MARK DISK
 HY0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0408_STAMPING: H 202 1958
 HY0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0408+STABILITY: SURFACE MOTION
 HY0408
 HY0408  HISTORY     - Date     Condition        Report By
 HY0408  HISTORY     - 1958     MONUMENTED       CGS
 HY0408  HISTORY     - 1976     GOOD             NGS
 HY0408
 HY0408                          STATION DESCRIPTION
 HY0408
 HY0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0408'2.6 MI S FROM RODNEY.
 HY0408'ABOUT 0.15 MILES WEST ALONG BLACKTOP ROAD FROM THE METHODIST
 HY0408'CHURCH AT RODNEY, THENCE 2.45 MILES SOUTH ALONG GRAVEL ROAD, IN
 HY0408'SECTION 29, T 5N, R 15W, ABOUT 0.25 MILE SOUTH OF A SMALL
 HY0408'BRIDGE, ABOUT 70 YARDS NORTH OF A WHITE FRAME HOUSE, ABOUT 0.25
 HY0408'MILE NORTH OF THE JUNCTION OF ROAD EAST, 14 FEET EAST OF THE
 HY0408'CENTER LINE OF THE ROAD, 38 1/2 FEET NORTH OF THE EAST END OF A
 HY0408'12-INCH TILE PIPE CULVERT UNDER THE ROAD, 131 FEET SOUTH OF THE
 HY0408'EAST END OF AN 18-INCH CONCRETE PIPE CULVERT WHICH IS AT THE
 HY0408'BOTTOM OF GRADE, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTHWEST
 HY0408'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN
 HY0408'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HY0408
 HY0408                          STATION RECOVERY (1976)
 HY0408
 HY0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0137 ***********************************************************************
 HY0137  DESIGNATION -  H 203
 HY0137  PID         -  HY0137
 HY0137  STATE/COUNTY-  OH/GALLIA
 HY0137  USGS QUAD   -  GALLIPOLIS (1983)
 HY0137
 HY0137                         *CURRENT SURVEY CONTROL
 HY0137  ___________________________________________________________________
 HY0137* NAD 83(1986)-  38 48 14.     (N)    082 12 41.     (W)     SCALED    
 HY0137* NAVD 88     -       175.866  (meters)     576.99   (feet)  ADJUSTED  
 HY0137  ___________________________________________________________________
 HY0137  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HY0137  DYNAMIC HT  -         175.754 (meters)     576.62  (feet)  COMP
 HY0137  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 HY0137
 HY0137  VERT ORDER  -  SECOND    CLASS 0
 HY0137
 HY0137.The horizontal coordinates were scaled from a topographic map and have
 HY0137.an estimated accuracy of +/- 6 seconds.
 HY0137
 HY0137.The orthometric height was determined by differential leveling
 HY0137.and adjusted by the National Geodetic Survey in June 1991..
 HY0137
 HY0137.The geoid height was determined by GEOID03.
 HY0137
 HY0137.The dynamic height is computed by dividing the NAVD 88
 HY0137.geopotential number by the normal gravity value computed on the
 HY0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0137.degrees latitude (g = 980.6199 gals.).
 HY0137
 HY0137.The modeled gravity was interpolated from observed gravity values.
 HY0137
 HY0137;                    North         East    Units  Estimated Accuracy
 HY0137;SPC OH S     -    89,280.      625,070.      MT  (+/- 180 meters Scaled)
 HY0137
 HY0137                          SUPERSEDED SURVEY CONTROL
 HY0137
 HY0137  NGVD 29 (??/??/92)  176.055  (m)          577.61   (f) ADJ UNCH    2 0
 HY0137
 HY0137.Superseded values are not recommended for survey control.
 HY0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0137.See file dsdata.txt to determine how the superseded data were derived.
 HY0137
 HY0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC948957(NAD 83)
 HY0137_MARKER: DB = BENCH MARK DISK
 HY0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0137_SP_SET: RETAINING WALL
 HY0137_STAMPING: H 203 1958
 HY0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0137
 HY0137  HISTORY     - Date     Condition        Report By
 HY0137  HISTORY     - 1958     MONUMENTED       CGS
 HY0137  HISTORY     - 1976     GOOD             NGS
 HY0137
 HY0137                          STATION DESCRIPTION
 HY0137
 HY0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0137'AT GALLIPOLIS.
 HY0137'AT GALLIPOLIS, AT A T-JUNCTION OF SECOND AVENUE AND VINE STREET,
 HY0137'SET IN THE TOP OF THE SOUTHEAST END OF A 2 1/2 FOOT HIGH CONCRETE
 HY0137'WALL PROTECTING HOUSE NUMBER 29 FROM TRAFFIC HAZARDS, 2 1/2 FEET
 HY0137'NORTHWEST OF THE SOUTHEAST END OF THE WALL, 1 1/2 FEET SOUTHWEST
 HY0137'OF THE SOUTHWEST CURB OF VINE STREET, ABOUT 2 FEET ABOVE THE
 HY0137'LEVEL OF THE SIDEWALK.
 HY0137
 HY0137                          STATION RECOVERY (1976)
 HY0137
 HY0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0108 ***********************************************************************
 HY0108  DESIGNATION -  H 204
 HY0108  PID         -  HY0108
 HY0108  STATE/COUNTY-  OH/LAWRENCE
 HY0108  USGS QUAD   -  WATERLOO (1988)
 HY0108
 HY0108                         *CURRENT SURVEY CONTROL
 HY0108  ___________________________________________________________________
 HY0108* NAD 83(1986)-  38 39 56.     (N)    082 24 44.     (W)     SCALED    
 HY0108* NAVD 88     -       292.695  (meters)     960.28   (feet)  ADJUSTED  
 HY0108  ___________________________________________________________________
 HY0108  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HY0108  DYNAMIC HT  -         292.504 (meters)     959.66  (feet)  COMP
 HY0108  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 HY0108
 HY0108  VERT ORDER  -  SECOND    CLASS 0
 HY0108
 HY0108.The horizontal coordinates were scaled from a topographic map and have
 HY0108.an estimated accuracy of +/- 6 seconds.
 HY0108
 HY0108.The orthometric height was determined by differential leveling
 HY0108.and adjusted by the National Geodetic Survey in June 1991..
 HY0108
 HY0108.The geoid height was determined by GEOID03.
 HY0108
 HY0108.The dynamic height is computed by dividing the NAVD 88
 HY0108.geopotential number by the normal gravity value computed on the
 HY0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0108.degrees latitude (g = 980.6199 gals.).
 HY0108
 HY0108.The modeled gravity was interpolated from observed gravity values.
 HY0108
 HY0108;                    North         East    Units  Estimated Accuracy
 HY0108;SPC OH S     -    73,890.      607,640.      MT  (+/- 180 meters Scaled)
 HY0108
 HY0108                          SUPERSEDED SURVEY CONTROL
 HY0108
 HY0108  NGVD 29 (??/??/92)  292.877  (m)          960.88   (f) ADJ UNCH    2 0
 HY0108
 HY0108.Superseded values are not recommended for survey control.
 HY0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0108.See file dsdata.txt to determine how the superseded data were derived.
 HY0108
 HY0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC771806(NAD 83)
 HY0108_MARKER: DB = BENCH MARK DISK
 HY0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0108_SP_SET: CULVERT
 HY0108_STAMPING: H 204 1958
 HY0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0108
 HY0108  HISTORY     - Date     Condition        Report By
 HY0108  HISTORY     - 1958     MONUMENTED       CGS
 HY0108
 HY0108                          STATION DESCRIPTION
 HY0108
 HY0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0108'2.3 MI SW FROM LECTA.
 HY0108'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 775 FROM ITS
 HY0108'JUNTION WITH STATE HIGHWAY 790 AT LECTA, ABOUT 0.15 MILE
 HY0108'NORTHEAST OF THE JUNCTION OF ROAD LEADING WEST TO A CHURCH AND
 HY0108'CEMETERY AT YARICO, AT THE JUNCTION OF GRAVEL ROAD LEADING
 HY0108'NORTH, IN SECTION 3, T 3N, R 16W, SET IN THE TOP OF THE EAST
 HY0108'END OF AN ANGLE SHAPED CONCRETE HEADWALL OF A 12-INCH PIPE
 HY0108'CULVERT UNDER THE GRAVEL ROAD NORTH, 2 FEET WEST OF THE EAST END
 HY0108'OF THE HEADWALL, 26 FEET NORTHWEST OF THE CENTER LINE OF THE
 HY0108'HIGHWAY, 21 FEET EAST OF THE CENTER LINE OF GRAVEL ROAD LEADING
 HY0108'NORTH, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0204 ***********************************************************************
 HY0204  DESIGNATION -  H 205
 HY0204  PID         -  HY0204
 HY0204  STATE/COUNTY-  OH/LAWRENCE
 HY0204  USGS QUAD   -  AID (1985)
 HY0204
 HY0204                         *CURRENT SURVEY CONTROL
 HY0204  ___________________________________________________________________
 HY0204* NAD 83(1986)-  38 32 55.     (N)    082 23 48.     (W)     SCALED    
 HY0204* NAVD 88     -       186.472  (meters)     611.78   (feet)  ADJUSTED  
 HY0204  ___________________________________________________________________
 HY0204  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 HY0204  DYNAMIC HT  -         186.350 (meters)     611.38  (feet)  COMP
 HY0204  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 HY0204
 HY0204  VERT ORDER  -  SECOND    CLASS 0
 HY0204
 HY0204.The horizontal coordinates were scaled from a topographic map and have
 HY0204.an estimated accuracy of +/- 6 seconds.
 HY0204
 HY0204.The orthometric height was determined by differential leveling
 HY0204.and adjusted by the National Geodetic Survey in June 1991..
 HY0204
 HY0204.The geoid height was determined by GEOID03.
 HY0204
 HY0204.The dynamic height is computed by dividing the NAVD 88
 HY0204.geopotential number by the normal gravity value computed on the
 HY0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0204.degrees latitude (g = 980.6199 gals.).
 HY0204
 HY0204.The modeled gravity was interpolated from observed gravity values.
 HY0204
 HY0204;                    North         East    Units  Estimated Accuracy
 HY0204;SPC OH S     -    60,910.      609,010.      MT  (+/- 180 meters Scaled)
 HY0204
 HY0204                          SUPERSEDED SURVEY CONTROL
 HY0204
 HY0204  NGVD 29 (??/??/92)  186.656  (m)          612.39   (f) ADJ UNCH    2 0
 HY0204
 HY0204.Superseded values are not recommended for survey control.
 HY0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0204.See file dsdata.txt to determine how the superseded data were derived.
 HY0204
 HY0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC782676(NAD 83)
 HY0204_MARKER: DB = BENCH MARK DISK
 HY0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0204_STAMPING: H 205 1958
 HY0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0204+STABILITY: SURFACE MOTION
 HY0204
 HY0204  HISTORY     - Date     Condition        Report By
 HY0204  HISTORY     - 1958     MONUMENTED       CGS
 HY0204  HISTORY     - 1976     GOOD             NGS
 HY0204
 HY0204                          STATION DESCRIPTION
 HY0204
 HY0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0204'2 MI E FROM DOBBSTON.
 HY0204'ABOUT 1.95 MILES EAST ALONG STATE HIGHWAY 217 FROM ITS CROSSING
 HY0204'OF THE NORTH-SOUTH CROSS ROAD AT DOBBSTON, IN SECTION 14, T 2N,
 HY0204'R 16W, ABOUT 0.25 MILE EAST OF THE ONE-STORY CONCRETE BLOCK SCHOOL
 HY0204'BUILDING, ABOUT 0.2 MILE NORTHWEST OF THE JUNCTION OF STATE
 HY0204'HIGHWAY 775 LEADING SOUTH, 58 FEET NORTH OF THE CENTER LINE OF THE
 HY0204'HIGHWAY, AT THE OUTSIDE OF A CURVE, 5 1/2 FEET EAST-NORTHEAST OF
 HY0204'THE SOUTHEAST CORNER OF A STEEL FENCE SURROUNDING A TRANSFORMER
 HY0204'STATION, 5 FEET EAST OF THE STEEL FENCE, ABOUT 4 FEET ABOVE THE
 HY0204'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HY0204'3 INCHES.
 HY0204
 HY0204                          STATION RECOVERY (1976)
 HY0204
 HY0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0336 ***********************************************************************
 HY0336  DESIGNATION -  H 206
 HY0336  PID         -  HY0336
 HY0336  STATE/COUNTY-  OH/GALLIA
 HY0336  USGS QUAD   -  ADDISON (1989)
 HY0336
 HY0336                         *CURRENT SURVEY CONTROL
 HY0336  ___________________________________________________________________
 HY0336* NAD 83(1986)-  38 57 17.     (N)    082 10 40.     (W)     SCALED    
 HY0336* NAVD 88     -       208.954  (meters)     685.54   (feet)  ADJUSTED  
 HY0336  ___________________________________________________________________
 HY0336  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HY0336  DYNAMIC HT  -         208.823 (meters)     685.11  (feet)  COMP
 HY0336  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 HY0336
 HY0336  VERT ORDER  -  SECOND    CLASS 0
 HY0336
 HY0336.The horizontal coordinates were scaled from a topographic map and have
 HY0336.an estimated accuracy of +/- 6 seconds.
 HY0336
 HY0336.The orthometric height was determined by differential leveling
 HY0336.and adjusted by the National Geodetic Survey in June 1991..
 HY0336
 HY0336.The geoid height was determined by GEOID03.
 HY0336
 HY0336.The dynamic height is computed by dividing the NAVD 88
 HY0336.geopotential number by the normal gravity value computed on the
 HY0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0336.degrees latitude (g = 980.6199 gals.).
 HY0336
 HY0336.The modeled gravity was interpolated from observed gravity values.
 HY0336
 HY0336;                    North         East    Units  Estimated Accuracy
 HY0336;SPC OH S     -   106,040.      627,930.      MT  (+/- 180 meters Scaled)
 HY0336
 HY0336                          SUPERSEDED SURVEY CONTROL
 HY0336
 HY0336  NGVD 29 (??/??/92)  209.139  (m)          686.15   (f) ADJ UNCH    2 0
 HY0336
 HY0336.Superseded values are not recommended for survey control.
 HY0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0336.See file dsdata.txt to determine how the superseded data were derived.
 HY0336
 HY0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD979124(NAD 83)
 HY0336_MARKER: DB = BENCH MARK DISK
 HY0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0336_STAMPING: H 206 1958
 HY0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0336+STABILITY: SURFACE MOTION
 HY0336
 HY0336  HISTORY     - Date     Condition        Report By
 HY0336  HISTORY     - 1958     MONUMENTED       CGS
 HY0336  HISTORY     - 1976     GOOD             NGS
 HY0336
 HY0336                          STATION DESCRIPTION
 HY0336
 HY0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0336'5.2 MI E FROM ENO.
 HY0336'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 554 FROM THE JUNCTION
 HY0336'OF VINTO-ENO ROAD AT ENO, THENCE ABOUT 1.8 MILES SOUTHEAST ALONG
 HY0336'AFRICA ROAD, THENCE 0.2 MILE EAST ALONG A GRAVEL ROAD, THENCE
 HY0336'ABOUT 0.8 MILE SOUTH ALONG LITTLE KYGER ROAD, AT JUNCTION OF A
 HY0336'DRIVE WEST TO A BARN, 20 1/2 FEET WEST OF CENTER LINE OF ROAD,
 HY0336'17 FEET SOUTH OF CENTER LINE OF DRIVE, 210 FEET SOUTH-SOUTHWEST
 HY0336'AND ACROSS ROAD FROM EAST END OF A 24-INCH PIPE CULVERT UNDER ROAD,
 HY0336'6 1/2 FEET NORTH-NORTHEAST OF A FENCE CORNER, 2 FEET NORTHWEST
 HY0336'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 HY0336'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HY0336
 HY0336                          STATION RECOVERY (1976)
 HY0336
 HY0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0396 ***********************************************************************
 JY0396  DESIGNATION -  H 207
 JY0396  PID         -  JY0396
 JY0396  STATE/COUNTY-  OH/MEIGS
 JY0396  USGS QUAD   -  RUTLAND (1995)
 JY0396
 JY0396                         *CURRENT SURVEY CONTROL
 JY0396  ___________________________________________________________________
 JY0396* NAD 83(1986)-  39 01 50.     (N)    082 12 43.     (W)     SCALED    
 JY0396* NAVD 88     -       207.770  (meters)     681.66   (feet)  ADJUSTED  
 JY0396  ___________________________________________________________________
 JY0396  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JY0396  DYNAMIC HT  -         207.639 (meters)     681.23  (feet)  COMP
 JY0396  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JY0396
 JY0396  VERT ORDER  -  SECOND    CLASS 0
 JY0396
 JY0396.The horizontal coordinates were scaled from a topographic map and have
 JY0396.an estimated accuracy of +/- 6 seconds.
 JY0396
 JY0396.The orthometric height was determined by differential leveling
 JY0396.and adjusted by the National Geodetic Survey in June 1991..
 JY0396
 JY0396.The geoid height was determined by GEOID03.
 JY0396
 JY0396.The dynamic height is computed by dividing the NAVD 88
 JY0396.geopotential number by the normal gravity value computed on the
 JY0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0396.degrees latitude (g = 980.6199 gals.).
 JY0396
 JY0396.The modeled gravity was interpolated from observed gravity values.
 JY0396
 JY0396;                    North         East    Units  Estimated Accuracy
 JY0396;SPC OH S     -   114,450.      624,940.      MT  (+/- 180 meters Scaled)
 JY0396
 JY0396                          SUPERSEDED SURVEY CONTROL
 JY0396
 JY0396  NGVD 29 (??/??/92)  207.956  (m)          682.27   (f) ADJ UNCH    2 0
 JY0396
 JY0396.Superseded values are not recommended for survey control.
 JY0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0396.See file dsdata.txt to determine how the superseded data were derived.
 JY0396
 JY0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD950208(NAD 83)
 JY0396_MARKER: DB = BENCH MARK DISK
 JY0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0396_STAMPING: H 207 1958
 JY0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0396+STABILITY: SURFACE MOTION
 JY0396
 JY0396  HISTORY     - Date     Condition        Report By
 JY0396  HISTORY     - 1958     MONUMENTED       CGS
 JY0396
 JY0396                          STATION DESCRIPTION
 JY0396
 JY0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0396'2.4 MI SW FROM LANGSVILLE.
 JY0396'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 124 FROM THE BRIDGE
 JY0396'OVER LEADING CREEK AT LANGSVILLE, THENCE ABOUT 0.7 MILE SOUTH
 JY0396'ALONG A GRAVEL ROAD, ABOUT 0.4 MILE NORTH OF THE TOP OF A GAP
 JY0396'AND AN EAST-WEST CROSSROAD, 25 FEET WEST OF CENTER LINE OF
 JY0396'ROAD, 11 FEET SOUTH OF CENTER LINE OF A DRIVE LEADING NORTHWEST
 JY0396'TO A SMALL HOUSE, 6 1/2 FEET WEST OF A FENCE CORNER, 1 FOOT
 JY0396'NORTH OF A FENCE LINE, 2 FEET WEST OF A CONCRETE WITNESS POST,
 JY0396'ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 JY0396'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1098 ***********************************************************************
 HY1098  DESIGNATION -  H 208
 HY1098  PID         -  HY1098
 HY1098  STATE/COUNTY-  OH/SCIOTO
 HY1098  USGS QUAD   -  NEW BOSTON (1975)
 HY1098
 HY1098                         *CURRENT SURVEY CONTROL
 HY1098  ___________________________________________________________________
 HY1098* NAD 83(1986)-  38 45 30.     (N)    082 53 42.     (W)     SCALED    
 HY1098* NAVD 88     -       165.985  (meters)     544.57   (feet)  ADJUSTED  
 HY1098  ___________________________________________________________________
 HY1098  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 HY1098  DYNAMIC HT  -         165.880 (meters)     544.22  (feet)  COMP
 HY1098  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 HY1098
 HY1098  VERT ORDER  -  SECOND    CLASS 0
 HY1098
 HY1098.The horizontal coordinates were scaled from a topographic map and have
 HY1098.an estimated accuracy of +/- 6 seconds.
 HY1098
 HY1098.The orthometric height was determined by differential leveling
 HY1098.and adjusted by the National Geodetic Survey in June 1991..
 HY1098
 HY1098.The geoid height was determined by GEOID03.
 HY1098
 HY1098.The dynamic height is computed by dividing the NAVD 88
 HY1098.geopotential number by the normal gravity value computed on the
 HY1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1098.degrees latitude (g = 980.6199 gals.).
 HY1098
 HY1098.The modeled gravity was interpolated from observed gravity values.
 HY1098
 HY1098;                    North         East    Units  Estimated Accuracy
 HY1098;SPC OH S     -    84,260.      565,670.      MT  (+/- 180 meters Scaled)
 HY1098
 HY1098                          SUPERSEDED SURVEY CONTROL
 HY1098
 HY1098  NGVD 29 (??/??/92)  166.169  (m)          545.17   (f) ADJ UNCH    2 0
 HY1098
 HY1098.Superseded values are not recommended for survey control.
 HY1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1098.See file dsdata.txt to determine how the superseded data were derived.
 HY1098
 HY1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC353916(NAD 83)
 HY1098_MARKER: DB = BENCH MARK DISK
 HY1098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1098_SP_SET: ABUTMENT
 HY1098_STAMPING: H 208 1958
 HY1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY1098+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 HY1098
 HY1098  HISTORY     - Date     Condition        Report By
 HY1098  HISTORY     - 1958     MONUMENTED       CGS
 HY1098  HISTORY     - 20050804 GOOD             WOOLPT
 HY1098
 HY1098                          STATION DESCRIPTION
 HY1098
 HY1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1098'AT SCIOTOVILLE.
 HY1098'AT SCIOTOVILLE, SET IN THE TOP OF THE NORTHWEST END OF THE
 HY1098'NORTHEAST ABUTMENT OF THE RAILWAY OVERPASS OVER U.S. HIGHWAY 52,
 HY1098'11 FEET NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT SOUTHEAST OF THE
 HY1098'NORTHWEST END OF THE ABUTMENT, 9 FEET SOUTHWEST OF MILEAGE POLE
 HY1098'49-17, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 HY1098
 HY1098                          STATION RECOVERY (2005)
 HY1098
 HY1098'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (DMU)
 HY1098'FROM THE INTERSECTION OF HARDING AVE (SR 335) AND GALLIA ST (OLD US
 HY1098'52) TRAVEL 800 FT +/- WEST ON GALLIA ST TO STA ON RIGHT. THE BALTIMORE
 HY1098'AND OHIO RAILROAD HAS BEEN ABANDONED AND THE BRIDGE HAS BEEN REMOVED,
 HY1098'BUT THE ABUTMENT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1134 ***********************************************************************
 HY1134  DESIGNATION -  H 209
 HY1134  PID         -  HY1134
 HY1134  STATE/COUNTY-  OH/JACKSON
 HY1134  USGS QUAD   -  OAK HILL (1985)
 HY1134
 HY1134                         *CURRENT SURVEY CONTROL
 HY1134  ___________________________________________________________________
 HY1134* NAD 83(1986)-  38 52 44.     (N)    082 34 40.     (W)     SCALED    
 HY1134* NAVD 88     -       208.930  (meters)     685.46   (feet)  ADJUSTED  
 HY1134  ___________________________________________________________________
 HY1134  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 HY1134  DYNAMIC HT  -         208.798 (meters)     685.03  (feet)  COMP
 HY1134  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 HY1134
 HY1134  VERT ORDER  -  SECOND    CLASS 0
 HY1134
 HY1134.The horizontal coordinates were scaled from a topographic map and have
 HY1134.an estimated accuracy of +/- 6 seconds.
 HY1134
 HY1134.The orthometric height was determined by differential leveling
 HY1134.and adjusted by the National Geodetic Survey in June 1991..
 HY1134
 HY1134.The geoid height was determined by GEOID03.
 HY1134
 HY1134.The dynamic height is computed by dividing the NAVD 88
 HY1134.geopotential number by the normal gravity value computed on the
 HY1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1134.degrees latitude (g = 980.6199 gals.).
 HY1134
 HY1134.The modeled gravity was interpolated from observed gravity values.
 HY1134
 HY1134;                    North         East    Units  Estimated Accuracy
 HY1134;SPC OH S     -    97,570.      593,250.      MT  (+/- 180 meters Scaled)
 HY1134
 HY1134                          SUPERSEDED SURVEY CONTROL
 HY1134
 HY1134  NGVD 29 (??/??/92)  209.115  (m)          686.07   (f) ADJ UNCH    2 0
 HY1134
 HY1134.Superseded values are not recommended for survey control.
 HY1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1134.See file dsdata.txt to determine how the superseded data were derived.
 HY1134
 HY1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD631045(NAD 83)
 HY1134_MARKER: DB = BENCH MARK DISK
 HY1134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1134_SP_SET: ABUTMENT
 HY1134_STAMPING: H 209 1958
 HY1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1134
 HY1134  HISTORY     - Date     Condition        Report By
 HY1134  HISTORY     - 1958     MONUMENTED       CGS
 HY1134
 HY1134                          STATION DESCRIPTION
 HY1134
 HY1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1134'1.2 MI SW FROM OAK HILL.
 HY1134'ABOUT 1.15 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1134'FROM THE STATION AT OAK HILL, NEAR MILEAGE POLE 26-5, NEAR
 HY1134'A 30-FOOT RAILROAD TRESTLE, DIRECTLY ACROSS THE HIGHWAY (STATE
 HY1134'HIGHWAY 75) FROM THE GENERAL REFRACTORIES COMPANY PLANT, SET IN
 HY1134'THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A
 HY1134'25-FOOT BRIDGE UNDER THE HIGHWAY, 14 FEET NORTHWEST OF THE
 HY1134'CENTER LINE OF THE HIGHWAY, 46 FEET SOUTHEAST OF THE SOUTHEAST
 HY1134'RAIL, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1386 ***********************************************************************
 KZ1386  DESIGNATION -  H 21
 KZ1386  PID         -  KZ1386
 KZ1386  STATE/COUNTY-  OH/WYANDOT
 KZ1386  USGS QUAD   -  CAREY (1980)
 KZ1386
 KZ1386                         *CURRENT SURVEY CONTROL
 KZ1386  ___________________________________________________________________
 KZ1386* NAD 83(1986)-  40 56 57.     (N)    083 24 12.     (W)     SCALED    
 KZ1386* NAVD 88     -       255.093  (meters)     836.92   (feet)  POSTED    
 KZ1386  ___________________________________________________________________
 KZ1386  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 KZ1386  DYNAMIC HT  -         254.970 (meters)     836.51  (feet)  COMP
 KZ1386  MODELED GRAV-     980,148.3   (mgal)                       NAVD 88
 KZ1386
 KZ1386  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KZ1386
 KZ1386.The horizontal coordinates were scaled from a topographic map and have
 KZ1386.an estimated accuracy of +/- 6 seconds.
 KZ1386
 KZ1386.The orthometric height was determined by differential leveling
 KZ1386.and adjusted by the National Geodetic Survey in 1992..
 KZ1386.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KZ1386.rate of 0.0 thru 1.0 mm/km.
 KZ1386
 KZ1386.The geoid height was determined by GEOID03.
 KZ1386
 KZ1386.The dynamic height is computed by dividing the NAVD 88
 KZ1386.geopotential number by the normal gravity value computed on the
 KZ1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1386.degrees latitude (g = 980.6199 gals.).
 KZ1386
 KZ1386.The modeled gravity was interpolated from observed gravity values.
 KZ1386
 KZ1386;                    North         East    Units  Estimated Accuracy
 KZ1386;SPC OH N     -   142,810.      523,950.      MT  (+/- 180 meters Scaled)
 KZ1386
 KZ1386                          SUPERSEDED SURVEY CONTROL
 KZ1386
 KZ1386  NGVD 29 (??/??/92)  255.219  (m)          837.33   (f) ADJ UNCH    2 0
 KZ1386
 KZ1386.Superseded values are not recommended for survey control.
 KZ1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1386.See file dsdata.txt to determine how the superseded data were derived.
 KZ1386
 KZ1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF977358(NAD 83)
 KZ1386_MARKER: DB = BENCH MARK DISK
 KZ1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1386_STAMPING: H 31 1934
 KZ1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1386+STABILITY: SURFACE MOTION
 KZ1386
 KZ1386  HISTORY     - Date     Condition        Report By
 KZ1386  HISTORY     - 1934     MONUMENTED       CGS
 KZ1386
 KZ1386                          STATION DESCRIPTION
 KZ1386
 KZ1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ1386'1.4 MI W FROM CAREY.
 KZ1386'1.4 MILES WEST ALONG THE NORTHERN OHIO RAILWAY FROM CAREY, WYANDOT
 KZ1386'COUNTY, 75 YARDS EAST OF THE CROSSING OF THE CLEVELAND, CINCINNATI,
 KZ1386'CHICAGO AND ST. LOUIS RAILWAY, AT A GRAVEL-ROAD CROSSING, 34 YARDS
 KZ1386'EAST OF THE INTERSECTION OF THE SOUTH RAIL WITH THE CENTERLINE
 KZ1386'OF THE ROAD, 25.0 FEET SOUTH OF THE SOUTH RAIL, 2.2 FEET NORTH
 KZ1386'OF A FENCE LINE, AND 1.0 FOOT ABOVE THE TOP OF THE RAIL.  A STANDARD
 KZ1386'DISK, STAMPED H 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1336 ***********************************************************************
 HY1336  DESIGNATION -  H 210
 HY1336  PID         -  HY1336
 HY1336  STATE/COUNTY-  OH/SCIOTO
 HY1336  USGS QUAD   -  WHEELERSBURG (1985)
 HY1336
 HY1336                         *CURRENT SURVEY CONTROL
 HY1336  ___________________________________________________________________
 HY1336* NAD 83(1986)-  38 38 08.     (N)    082 49 04.     (W)     SCALED    
 HY1336* NAVD 88     -       195.265  (meters)     640.63   (feet)  ADJUSTED  
 HY1336  ___________________________________________________________________
 HY1336  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 HY1336  DYNAMIC HT  -         195.142 (meters)     640.23  (feet)  COMP
 HY1336  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 HY1336
 HY1336  VERT ORDER  -  SECOND    CLASS 0
 HY1336
 HY1336.The horizontal coordinates were scaled from a topographic map and have
 HY1336.an estimated accuracy of +/- 6 seconds.
 HY1336
 HY1336.The orthometric height was determined by differential leveling
 HY1336.and adjusted by the National Geodetic Survey in June 1991..
 HY1336
 HY1336.The geoid height was determined by GEOID03.
 HY1336
 HY1336.The dynamic height is computed by dividing the NAVD 88
 HY1336.geopotential number by the normal gravity value computed on the
 HY1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1336.degrees latitude (g = 980.6199 gals.).
 HY1336
 HY1336.The modeled gravity was interpolated from observed gravity values.
 HY1336
 HY1336;                    North         East    Units  Estimated Accuracy
 HY1336;SPC OH S     -    70,610.      572,330.      MT  (+/- 180 meters Scaled)
 HY1336
 HY1336                          SUPERSEDED SURVEY CONTROL
 HY1336
 HY1336  NGVD 29 (??/??/92)  195.454  (m)          641.25   (f) ADJ UNCH    2 0
 HY1336
 HY1336.Superseded values are not recommended for survey control.
 HY1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1336.See file dsdata.txt to determine how the superseded data were derived.
 HY1336
 HY1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC417779(NAD 83)
 HY1336_MARKER: DB = BENCH MARK DISK
 HY1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1336_STAMPING: H 210 1958
 HY1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1336+STABILITY: SURFACE MOTION
 HY1336
 HY1336  HISTORY     - Date     Condition        Report By
 HY1336  HISTORY     - 1958     MONUMENTED       CGS
 HY1336  HISTORY     - 1974     GOOD             NGS
 HY1336
 HY1336                          STATION DESCRIPTION
 HY1336
 HY1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1336'3 MI SW FROM POWELLSVILLE.
 HY1336'ABOUT 0.05 MILES WEST ALONG STATE HIGHWAY 522 FROM THE FREEWILL
 HY1336'BAPTIST CHURCH AT POWELLSVILLE, THENCE 2.9 MILES SOUTHWEST ALONG
 HY1336'A BLACKTOP ROAD, ABOUT 0.9 MILE NORTH OF A BLACKTOP ROAD
 HY1336'JUNCTION, ON THE OUTSIDE AND AT THE NORTHEAST END OF A CURVE
 HY1336'WITH TANGENTS TO THE SOUTH AND NORTHEAST, AT THE JUNCTION
 HY1336'OF A SIDE ROAD NORTHWEST, 41 FEET NORTHWEST OF THE CENTER LINE OF
 HY1336'THE ROAD, 16 FEET SOUTHWEST OF THE CENTER LINE OF ROAD NORTHWEST,
 HY1336'18 FEET WEST OF THE WEST CORNER OF A 6-FOOT BOARD CULVERT UNDER
 HY1336'THE ROAD NORTHWEST, 1 FOOT NORTHEAST OF A FENCE LINE, 2 FEET
 HY1336'SOUTHEAST OF A CONCRETE WITNESS POST, SET IN THE TOP OF A
 HY1336'CONCRETE POST PROJECTING 2 INCHES.
 HY1336
 HY1336                          STATION RECOVERY (1974)
 HY1336
 HY1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HY1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1349 ***********************************************************************
 HY1349  DESIGNATION -  H 211
 HY1349  PID         -  HY1349
 HY1349  STATE/COUNTY-  OH/LAWRENCE
 HY1349  USGS QUAD   -  PEDRO (1983)
 HY1349
 HY1349                         *CURRENT SURVEY CONTROL
 HY1349  ___________________________________________________________________
 HY1349* NAD 83(1986)-  38 40 38.     (N)    082 41 33.     (W)     SCALED    
 HY1349* NAVD 88     -       183.286  (meters)     601.33   (feet)  ADJUSTED  
 HY1349  ___________________________________________________________________
 HY1349  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HY1349  DYNAMIC HT  -         183.169 (meters)     600.95  (feet)  COMP
 HY1349  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 HY1349
 HY1349  VERT ORDER  -  SECOND    CLASS 0
 HY1349
 HY1349.The horizontal coordinates were scaled from a topographic map and have
 HY1349.an estimated accuracy of +/- 6 seconds.
 HY1349
 HY1349.The orthometric height was determined by differential leveling
 HY1349.and adjusted by the National Geodetic Survey in June 1991..
 HY1349
 HY1349.The geoid height was determined by GEOID03.
 HY1349
 HY1349.The dynamic height is computed by dividing the NAVD 88
 HY1349.geopotential number by the normal gravity value computed on the
 HY1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1349.degrees latitude (g = 980.6199 gals.).
 HY1349
 HY1349.The modeled gravity was interpolated from observed gravity values.
 HY1349
 HY1349;                    North         East    Units  Estimated Accuracy
 HY1349;SPC OH S     -    75,200.      583,250.      MT  (+/- 180 meters Scaled)
 HY1349
 HY1349                          SUPERSEDED SURVEY CONTROL
 HY1349
 HY1349  NGVD 29 (??/??/92)  183.470  (m)          601.93   (f) ADJ UNCH    2 0
 HY1349
 HY1349.Superseded values are not recommended for survey control.
 HY1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1349.See file dsdata.txt to determine how the superseded data were derived.
 HY1349
 HY1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC527823(NAD 83)
 HY1349_MARKER: DB = BENCH MARK DISK
 HY1349_SETTING: 66 = SET IN ROCK OUTCROP
 HY1349_SP_SET: ROCK LEDGE
 HY1349_STAMPING: H 211 1958
 HY1349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1349+STABILITY: POSITION/ELEVATION WELL
 HY1349
 HY1349  HISTORY     - Date     Condition        Report By
 HY1349  HISTORY     - 1958     MONUMENTED       CGS
 HY1349
 HY1349                          STATION DESCRIPTION
 HY1349
 HY1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1349'1.9 MI SW FROM CENTER STATION.
 HY1349'ABOUT 1.9 MILES SOUTHWEST ALONG A BLACKTOP ROAD FROM THE MT.
 HY1349'CALVARY BAPTIST CHURCH AT CENTER STATION, IN SECTION 31, T 34N,
 HY1349'R 18W, 0.15 MILE SOUTH OF THE JUNCTION OF BLACKTOP ROAD SOUTHEAST
 HY1349'TO A CEMENT PLANT AND A GRAVEL ROAD NORTHEAST, ABOUT 6 1/4
 HY1349'36-FOOT RAILS NORTH OF THE CROSSING OF A SPUR TRACK OF THE DETROIT,
 HY1349'TOLEDO AND IRONTON RAILROAD, SET IN THE TOP OF A LEDGE CHISELED
 HY1349'IN THE SLOPING WEST FACE OF A LOW ROCK LEDGE ABOUT 2 1/2 FEET
 HY1349'HIGH AND 60 FEET LONG, 17 FEET EAST OF THE EAST RAIL, 40 FEET
 HY1349'EAST AND ACROSS TRACK FROM THE CENTER LINE OF THE ROAD, 16 FEET
 HY1349'NORTH OF THE SOUTH END OF THE ROCK, ABOUT 1 1/2 FEET ABOVE THE
 HY1349'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1219 ***********************************************************************
 HY1219  DESIGNATION -  H 212
 HY1219  PID         -  HY1219
 HY1219  STATE/COUNTY-  OH/LAWRENCE
 HY1219  USGS QUAD   -  PEDRO (1983)
 HY1219
 HY1219                         *CURRENT SURVEY CONTROL
 HY1219  ___________________________________________________________________
 HY1219* NAD 83(1986)-  38 38 27.     (N)    082 37 54.     (W)     SCALED    
 HY1219* NAVD 88     -       195.155  (meters)     640.27   (feet)  ADJUSTED  
 HY1219  ___________________________________________________________________
 HY1219  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 HY1219  DYNAMIC HT  -         195.029 (meters)     639.86  (feet)  COMP
 HY1219  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 HY1219
 HY1219  VERT ORDER  -  SECOND    CLASS 0
 HY1219
 HY1219.The horizontal coordinates were scaled from a topographic map and have
 HY1219.an estimated accuracy of +/- 6 seconds.
 HY1219
 HY1219.The orthometric height was determined by differential leveling
 HY1219.and adjusted by the National Geodetic Survey in June 1991..
 HY1219
 HY1219.The geoid height was determined by GEOID03.
 HY1219
 HY1219.The dynamic height is computed by dividing the NAVD 88
 HY1219.geopotential number by the normal gravity value computed on the
 HY1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1219.degrees latitude (g = 980.6199 gals.).
 HY1219
 HY1219.The modeled gravity was interpolated from observed gravity values.
 HY1219
 HY1219;                    North         East    Units  Estimated Accuracy
 HY1219;SPC OH S     -    71,150.      588,540.      MT  (+/- 180 meters Scaled)
 HY1219
 HY1219                          SUPERSEDED SURVEY CONTROL
 HY1219
 HY1219  NGVD 29 (??/??/92)  195.341  (m)          640.88   (f) ADJ UNCH    2 0
 HY1219
 HY1219.Superseded values are not recommended for survey control.
 HY1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1219.See file dsdata.txt to determine how the superseded data were derived.
 HY1219
 HY1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC579781(NAD 83)
 HY1219_MARKER: DB = BENCH MARK DISK
 HY1219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1219_SP_SET: ABUTMENT
 HY1219_STAMPING: H 212 1958
 HY1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY1219+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 HY1219
 HY1219  HISTORY     - Date     Condition        Report By
 HY1219  HISTORY     - 1958     MONUMENTED       CGS
 HY1219  HISTORY     - 20040418 GOOD             GEOCAC
 HY1219
 HY1219                          STATION DESCRIPTION
 HY1219
 HY1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1219'2.6 MI E FROM PEDRO.
 HY1219'ABOUT 0.5 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE WEST
 HY1219'DRIVE TO THE SCHOOL AT PEDRO, THENCE 2.05 MILES EAST ALONG A
 HY1219'BLACKTOP ROAD, IN SECTION 14, T 2N, R 18W, ON THE INSIDE OF A LONG
 HY1219'CURVE WITH TANGENTS TO THE SOUTH AND NORTHEAST, SET IN THE TOP
 HY1219'OF THE EAST END OF THE NORTH ABUTMENT OF A 30-FOOT SKEW BRIDGE
 HY1219'OVER CANNON CREEK, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HY1219'ROAD, 1 1/2 FEET WEST OF THE EAST END OF THE TOP STEP OF THE
 HY1219'ABUTMENT, ABOUT LEVEL WITH THE ROAD.
 HY1219
 HY1219                          STATION RECOVERY (2004)
 HY1219
 HY1219'RECOVERY NOTE BY GEOCACHING 2004 (GPL)
 HY1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0983 ***********************************************************************
 HY0983  DESIGNATION -  H 213
 HY0983  PID         -  HY0983
 HY0983  STATE/COUNTY-  OH/LAWRENCE
 HY0983  USGS QUAD   -  CATLETTSBURG (1985)
 HY0983
 HY0983                         *CURRENT SURVEY CONTROL
 HY0983  ___________________________________________________________________
 HY0983* NAD 83(1986)-  38 29 13.     (N)    082 33 36.     (W)     SCALED    
 HY0983* NAVD 88     -       212.033  (meters)     695.64   (feet)  ADJUSTED  
 HY0983  ___________________________________________________________________
 HY0983  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 HY0983  DYNAMIC HT  -         211.893 (meters)     695.19  (feet)  COMP
 HY0983  MODELED GRAV-     979,964.1   (mgal)                       NAVD 88
 HY0983
 HY0983  VERT ORDER  -  SECOND    CLASS 0
 HY0983
 HY0983.The horizontal coordinates were scaled from a topographic map and have
 HY0983.an estimated accuracy of +/- 6 seconds.
 HY0983
 HY0983.The orthometric height was determined by differential leveling
 HY0983.and adjusted by the National Geodetic Survey in June 1991..
 HY0983
 HY0983.The geoid height was determined by GEOID03.
 HY0983
 HY0983.The dynamic height is computed by dividing the NAVD 88
 HY0983.geopotential number by the normal gravity value computed on the
 HY0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0983.degrees latitude (g = 980.6199 gals.).
 HY0983
 HY0983.The modeled gravity was interpolated from observed gravity values.
 HY0983
 HY0983;                    North         East    Units  Estimated Accuracy
 HY0983;SPC OH S     -    54,060.      594,770.      MT  (+/- 180 meters Scaled)
 HY0983
 HY0983                          SUPERSEDED SURVEY CONTROL
 HY0983
 HY0983  NGVD 29 (??/??/92)  212.218  (m)          696.25   (f) ADJ UNCH    2 0
 HY0983
 HY0983.Superseded values are not recommended for survey control.
 HY0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0983.See file dsdata.txt to determine how the superseded data were derived.
 HY0983
 HY0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC639609(NAD 83)
 HY0983_MARKER: DB = BENCH MARK DISK
 HY0983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0983_SP_SET: CULVERT
 HY0983_STAMPING: H 213 1958
 HY0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0983
 HY0983  HISTORY     - Date     Condition        Report By
 HY0983  HISTORY     - 1958     MONUMENTED       CGS
 HY0983
 HY0983                          STATION DESCRIPTION
 HY0983
 HY0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0983'5.6 MI NW FROM GETAWAY.
 HY0983'ABOUT 5.65 MILES NORTHWEST ALONG STATE HIGHWAY 243 FROM THE
 HY0983'METHODIST CHURCH AT GETAWAY, IN SECTION 9, T 1N, R 17W, ABOUT
 HY0983'0.7 MILE WEST OF THE JUNCTION OF A BLACKTOP ROAD SOUTH, ON THE
 HY0983'WEST SLOPE OF A HILL, ON THE OUTSIDE AND AT THE SOUTHWEST END
 HY0983'OF A CURVE WITH TANGENTS TO THE SOUTHWEST AND EAST, SET IN THE
 HY0983'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 12-FOOT
 HY0983'CONCRETE BOX CULVERT, 16 FEET NORTHWEST OF THE CENTER LINE OF
 HY0983'THE HIGHWAY, 1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 HY0983'HEADWALL, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0177 ***********************************************************************
 HY0177  DESIGNATION -  H 214
 HY0177  PID         -  HY0177
 HY0177  STATE/COUNTY-  OH/LAWRENCE
 HY0177  USGS QUAD   -  WATERLOO (1988)
 HY0177
 HY0177                         *CURRENT SURVEY CONTROL
 HY0177  ___________________________________________________________________
 HY0177* NAD 83(1986)-  38 39 20.     (N)    082 27 58.     (W)     SCALED    
 HY0177* NAVD 88     -       186.417  (meters)     611.60   (feet)  ADJUSTED  
 HY0177  ___________________________________________________________________
 HY0177  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 HY0177  DYNAMIC HT  -         186.296 (meters)     611.21  (feet)  COMP
 HY0177  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 HY0177
 HY0177  VERT ORDER  -  SECOND    CLASS 0
 HY0177
 HY0177.The horizontal coordinates were scaled from a topographic map and have
 HY0177.an estimated accuracy of +/- 6 seconds.
 HY0177
 HY0177.The orthometric height was determined by differential leveling
 HY0177.and adjusted by the National Geodetic Survey in June 1991..
 HY0177
 HY0177.The geoid height was determined by GEOID03.
 HY0177
 HY0177.The dynamic height is computed by dividing the NAVD 88
 HY0177.geopotential number by the normal gravity value computed on the
 HY0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0177.degrees latitude (g = 980.6199 gals.).
 HY0177
 HY0177.The modeled gravity was interpolated from observed gravity values.
 HY0177
 HY0177;                    North         East    Units  Estimated Accuracy
 HY0177;SPC OH S     -    72,780.      602,950.      MT  (+/- 180 meters Scaled)
 HY0177
 HY0177                          SUPERSEDED SURVEY CONTROL
 HY0177
 HY0177  NGVD 29 (??/??/92)  186.603  (m)          612.21   (f) ADJ UNCH    2 0
 HY0177
 HY0177.Superseded values are not recommended for survey control.
 HY0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0177.See file dsdata.txt to determine how the superseded data were derived.
 HY0177
 HY0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC724795(NAD 83)
 HY0177_MARKER: DB = BENCH MARK DISK
 HY0177_SETTING: 66 = SET IN ROCK OUTCROP
 HY0177_SP_SET: ROCK CUT
 HY0177_STAMPING: H 214 1958
 HY0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0177+STABILITY: POSITION/ELEVATION WELL
 HY0177
 HY0177  HISTORY     - Date     Condition        Report By
 HY0177  HISTORY     - 1958     MONUMENTED       CGS
 HY0177
 HY0177                          STATION DESCRIPTION
 HY0177
 HY0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0177'2.2 MI NW FROM WILGUS.
 HY0177'ABOUT 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 141 FROM ITS
 HY0177'JUNCTION WITH STATE HIGHWAY 775 AT WILGUS, IN SECTION 7, T 3 N,
 HY0177'R 16 W, ABOUT 0.95 MILES NORTHWEST OF A 100-FOOT BRIDGE OVER
 HY0177'LONG CREEK, SET VERTICALLY IN THE SOUTHWEST FACE OF A LONG LOW
 HY0177'CUT NORTHEAST OF THE HIGHWAY, 23 FEET NORTHEAST OF THE CENTER
 HY0177'LINE OF THE HIGHWAY, 10 FEET NORTHWEST OF THE SOUTHEAST END OF
 HY0177'THE ROCK PART OF THE CUT, 1 1/2 FEET ABOVE THE GROUND, ABOUT
 HY0177'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THE MARK MAY
 HY0177'BE REACHED FROM ARABIA, LAWRENCE COUNTY, BY GOING SOUTHEAST FOR
 HY0177'0.95 MILES ALONG STATE HIGHWAY 141 FROM THE BRIDGE OVER SYMMES
 HY0177'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1301 ***********************************************************************
 HY1301  DESIGNATION -  H 215
 HY1301  PID         -  HY1301
 HY1301  STATE/COUNTY-  OH/SCIOTO
 HY1301  USGS QUAD   -  MINFORD (1990)
 HY1301
 HY1301                         *CURRENT SURVEY CONTROL
 HY1301  ___________________________________________________________________
 HY1301* NAD 83(1986)-  38 50 08.     (N)    082 50 17.     (W)     SCALED    
 HY1301* NAVD 88     -       195.748  (meters)     642.22   (feet)  ADJUSTED  
 HY1301  ___________________________________________________________________
 HY1301  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY1301  DYNAMIC HT  -         195.623 (meters)     641.81  (feet)  COMP
 HY1301  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 HY1301
 HY1301  VERT ORDER  -  SECOND    CLASS 0
 HY1301
 HY1301.This mark is at Greater Portsmouth Regional Airport (PMH)
 HY1301
 HY1301.The horizontal coordinates were scaled from a topographic map and have
 HY1301.an estimated accuracy of +/- 6 seconds.
 HY1301
 HY1301.The orthometric height was determined by differential leveling
 HY1301.and adjusted by the National Geodetic Survey in June 1991..
 HY1301
 HY1301.The geoid height was determined by GEOID03.
 HY1301
 HY1301.The dynamic height is computed by dividing the NAVD 88
 HY1301.geopotential number by the normal gravity value computed on the
 HY1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1301.degrees latitude (g = 980.6199 gals.).
 HY1301
 HY1301.The modeled gravity was interpolated from observed gravity values.
 HY1301
 HY1301;                    North         East    Units  Estimated Accuracy
 HY1301;SPC OH S     -    92,810.      570,650.      MT  (+/- 180 meters Scaled)
 HY1301
 HY1301                          SUPERSEDED SURVEY CONTROL
 HY1301
 HY1301  NGVD 29 (??/??/92)  195.931  (m)          642.82   (f) ADJ UNCH    2 0
 HY1301
 HY1301.Superseded values are not recommended for survey control.
 HY1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1301.See file dsdata.txt to determine how the superseded data were derived.
 HY1301
 HY1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD404001(NAD 83)
 HY1301_MARKER: DB = BENCH MARK DISK
 HY1301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1301_SP_SET: CULVERT
 HY1301_STAMPING: H 215 1958
 HY1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1301
 HY1301  HISTORY     - Date     Condition        Report By
 HY1301  HISTORY     - 1958     MONUMENTED       CGS
 HY1301  HISTORY     - 1977     GOOD             LOCENG
 HY1301
 HY1301                          STATION DESCRIPTION
 HY1301
 HY1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1301'2.4 MI SE FROM MINFORD.
 HY1301'ABOUT 0.6 MILES SOUTH ALONG STATE HIGHWAY 335 FROM ITS CROSSING
 HY1301'OF STATE HIGHWAY 139 AT MINFORD, THENCE 1.75 MILES SOUTHEAST
 HY1301'ALONG A BLACKTOP ROAD, IN SECTION 10, T 4N, R 20W, ABOUT 0.2
 HY1301'MILE SOUTH OF THE KNORE AIRPORT, AT THE JUNCTION WITH A GRAVEL
 HY1301'ROAD NORTH, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 HY1301'OF A 5-FOOT CONCRETE BOX CULVERT, 36 FEET SOUTH OF THE CENTER
 HY1301'LINE OF THE BLACKTOP ROAD AND THE JUNCTION OF THE ROAD NORTH,
 HY1301'1 FOOT WEST OF THE EAST END OF THE HEADWALL, ABOUT 6 FEET
 HY1301'BELOW THE LEVEL OF THE ROAD.  NOTE-- THE MARK IS ABOUT 0.7
 HY1301'AIR-LINE MILES SOUTHEAST OF BENCH MARK ARP SET AT THE SCIOTO
 HY1301'COUNTY AIRPORT.
 HY1301
 HY1301                          STATION RECOVERY (1977)
 HY1301
 HY1301'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HY1301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1152 ***********************************************************************
 HY1152  DESIGNATION -  H 216
 HY1152  PID         -  HY1152
 HY1152  STATE/COUNTY-  OH/PIKE
 HY1152  USGS QUAD   -  LUCASVILLE (1975)
 HY1152
 HY1152                         *CURRENT SURVEY CONTROL
 HY1152  ___________________________________________________________________
 HY1152* NAD 83(1986)-  38 57 40.     (N)    082 57 59.     (W)     SCALED    
 HY1152* NAVD 88     -       218.695  (meters)     717.50   (feet)  ADJUSTED  
 HY1152  ___________________________________________________________________
 HY1152  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 HY1152  DYNAMIC HT  -         218.560 (meters)     717.06  (feet)  COMP
 HY1152  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 HY1152
 HY1152  VERT ORDER  -  SECOND    CLASS 0
 HY1152
 HY1152.The horizontal coordinates were scaled from a topographic map and have
 HY1152.an estimated accuracy of +/- 6 seconds.
 HY1152
 HY1152.The orthometric height was determined by differential leveling
 HY1152.and adjusted by the National Geodetic Survey in June 1991..
 HY1152
 HY1152.The geoid height was determined by GEOID03.
 HY1152
 HY1152.The dynamic height is computed by dividing the NAVD 88
 HY1152.geopotential number by the normal gravity value computed on the
 HY1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1152.degrees latitude (g = 980.6199 gals.).
 HY1152
 HY1152.The modeled gravity was interpolated from observed gravity values.
 HY1152
 HY1152;                    North         East    Units  Estimated Accuracy
 HY1152;SPC OH S     -   106,800.      559,580.      MT  (+/- 180 meters Scaled)
 HY1152
 HY1152                          SUPERSEDED SURVEY CONTROL
 HY1152
 HY1152  NGVD 29 (??/??/92)  218.870  (m)          718.08   (f) ADJ UNCH    2 0
 HY1152
 HY1152.Superseded values are not recommended for survey control.
 HY1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1152.See file dsdata.txt to determine how the superseded data were derived.
 HY1152
 HY1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD296143(NAD 83)
 HY1152_MARKER: DB = BENCH MARK DISK
 HY1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1152_STAMPING: H 216 1958
 HY1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1152+STABILITY: SURFACE MOTION
 HY1152
 HY1152  HISTORY     - Date     Condition        Report By
 HY1152  HISTORY     - 1958     MONUMENTED       CGS
 HY1152  HISTORY     - 1976     GOOD             NGS
 HY1152
 HY1152                          STATION DESCRIPTION
 HY1152
 HY1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1152'7 MI SE FROM WAKEFIELD.
 HY1152'ABOUT 3.05 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1152'FROM THE STATION AT WAKEFIELD, THENCE 4.0 MILES EAST ALONG A
 HY1152'BLACKTOP ROAD, IN SECTION 33, T 5N, R 21W, ABOUT 1.05 MILES
 HY1152'NORTHEAST OF 15-FOOT BRIDGE AND A BLACKTOP ROAD NORTHWEST, AT A
 HY1152'JUNCTION OF A DRIVE NORTH TO A HOUSE WITH BRICK SIDING, 36 FEET
 HY1152'SOUTH OF THE CENTER LINE OF THE ROAD AND THE JUNCTION OF THE
 HY1152'DRIVE, 98 FEET SOUTHEAST OF THE SOUTH END OF A 30-INCH PIPE
 HY1152'CULVERT WITH A ROCK HEADWALL, 2 FEET WEST OF A CONCRETE WITNESS
 HY1152'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE
 HY1152'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HY1152
 HY1152                          STATION RECOVERY (1976)
 HY1152
 HY1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1200 ***********************************************************************
 HY1200  DESIGNATION -  H 217
 HY1200  PID         -  HY1200
 HY1200  STATE/COUNTY-  OH/LAWRENCE
 HY1200  USGS QUAD   -  GALLIA (1975)
 HY1200
 HY1200                         *CURRENT SURVEY CONTROL
 HY1200  ___________________________________________________________________
 HY1200* NAD 83(1986)-  38 47 01.     (N)    082 35 54.     (W)     SCALED    
 HY1200* NAVD 88     -       303.674  (meters)     996.30   (feet)  ADJUSTED  
 HY1200  ___________________________________________________________________
 HY1200  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HY1200  DYNAMIC HT  -         303.482 (meters)     995.67  (feet)  COMP
 HY1200  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 HY1200
 HY1200  VERT ORDER  -  SECOND    CLASS 0
 HY1200
 HY1200.The horizontal coordinates were scaled from a topographic map and have
 HY1200.an estimated accuracy of +/- 6 seconds.
 HY1200
 HY1200.The orthometric height was determined by differential leveling
 HY1200.and adjusted by the National Geodetic Survey in June 1991..
 HY1200
 HY1200.The geoid height was determined by GEOID03.
 HY1200
 HY1200.The dynamic height is computed by dividing the NAVD 88
 HY1200.geopotential number by the normal gravity value computed on the
 HY1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1200.degrees latitude (g = 980.6199 gals.).
 HY1200
 HY1200.The modeled gravity was interpolated from observed gravity values.
 HY1200
 HY1200;                    North         East    Units  Estimated Accuracy
 HY1200;SPC OH S     -    87,000.      591,460.      MT  (+/- 180 meters Scaled)
 HY1200
 HY1200                          SUPERSEDED SURVEY CONTROL
 HY1200
 HY1200  NGVD 29 (??/??/92)  303.858  (m)          996.91   (f) ADJ UNCH    2 0
 HY1200
 HY1200.Superseded values are not recommended for survey control.
 HY1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1200.See file dsdata.txt to determine how the superseded data were derived.
 HY1200
 HY1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC611939(NAD 83)
 HY1200_MARKER: DB = BENCH MARK DISK
 HY1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1200_STAMPING: H 217 1958
 HY1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1200+STABILITY: SURFACE MOTION
 HY1200
 HY1200  HISTORY     - Date     Condition        Report By
 HY1200  HISTORY     - 1958     MONUMENTED       CGS
 HY1200
 HY1200                          STATION DESCRIPTION
 HY1200
 HY1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1200'9.7 MI E FROM SOUTH WEBSTER.
 HY1200'ABOUT 3.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 HY1200'THE STATION AT SOUTH WEBSTER, THENCE 4.3 MILES EAST ALONG A
 HY1200'GRAVEL ROAD, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 75,
 HY1200'THENCE 1.0 MILES EAST ALONG GRAVEL ROAD, ABOUT 0.1 MILE WEST OF
 HY1200'A SHORT FIRE TOWER, ON THE WEST SLOPE OF A HILL, AT THE TOP OF A
 HY1200'SHORT STEEP STRETCH OF ROAD AND AT A POINT WHERE THE TELEPHONE
 HY1200'LINE CROSS THE ROAD, 46 FEET NORTH OF THE CENTER LINE OF THE
 HY1200'ROAD, 39 FEET NORTHEAST OF THE FIRST TELEPHONE POLE (126) NORTH
 HY1200'OF THE ROAD, 10 FEET SOUTHWEST OF A 24-INCH TWIN OAK TREE, 2
 HY1200'FEET EAST OF A CONCRETE WITNESS POST, ABOUT 2 FEET ABOVE THE
 HY1200'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 HY1200'INCHES, IN SECTION 25 OR 26, T 4 N, R 18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0590 ***********************************************************************
 JY0590  DESIGNATION -  H 218
 JY0590  PID         -  JY0590
 JY0590  STATE/COUNTY-  OH/JACKSON
 JY0590  USGS QUAD   -  BYER (1983)
 JY0590
 JY0590                         *CURRENT SURVEY CONTROL
 JY0590  ___________________________________________________________________
 JY0590* NAD 83(1986)-  39 11 57.     (N)    082 40 34.     (W)     SCALED    
 JY0590* NAVD 88     -       193.649  (meters)     635.33   (feet)  ADJUSTED  
 JY0590  ___________________________________________________________________
 JY0590  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JY0590  DYNAMIC HT  -         193.530 (meters)     634.94  (feet)  COMP
 JY0590  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 JY0590
 JY0590  VERT ORDER  -  SECOND    CLASS 0
 JY0590
 JY0590.The horizontal coordinates were scaled from a topographic map and have
 JY0590.an estimated accuracy of +/- 6 seconds.
 JY0590
 JY0590.The orthometric height was determined by differential leveling
 JY0590.and adjusted by the National Geodetic Survey in June 1991..
 JY0590
 JY0590.The geoid height was determined by GEOID03.
 JY0590
 JY0590.The dynamic height is computed by dividing the NAVD 88
 JY0590.geopotential number by the normal gravity value computed on the
 JY0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0590.degrees latitude (g = 980.6199 gals.).
 JY0590
 JY0590.The modeled gravity was interpolated from observed gravity values.
 JY0590
 JY0590;                    North         East    Units  Estimated Accuracy
 JY0590;SPC OH S     -   133,140.      584,790.      MT  (+/- 180 meters Scaled)
 JY0590
 JY0590                          SUPERSEDED SURVEY CONTROL
 JY0590
 JY0590  NGVD 29 (??/??/92)  193.826  (m)          635.91   (f) ADJ UNCH    2 0
 JY0590
 JY0590.Superseded values are not recommended for survey control.
 JY0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0590.See file dsdata.txt to determine how the superseded data were derived.
 JY0590
 JY0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD552402(NAD 83)
 JY0590_MARKER: DB = BENCH MARK DISK
 JY0590_SETTING: 66 = SET IN ROCK OUTCROP
 JY0590_SP_SET: ROCK CUT
 JY0590_STAMPING: H 218 1958
 JY0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0590+STABILITY: POSITION/ELEVATION WELL
 JY0590
 JY0590  HISTORY     - Date     Condition        Report By
 JY0590  HISTORY     - 1958     MONUMENTED       CGS
 JY0590  HISTORY     - 20050319 GOOD             GEOCAC
 JY0590
 JY0590                          STATION DESCRIPTION
 JY0590
 JY0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0590'0.5 MI SE FROM RAY.
 JY0590'ABOUT 0.5 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JY0590'FROM THE WATER TANK AT RAY, ALONG STATE HIGHWAY 327, ABOUT 82
 JY0590'YARDS NORTHWEST OF A ROAD CROSSING, AT RAILROAD MILEAGE POLE NO.
 JY0590'117+29, SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE ROCK CUT
 JY0590'NORTHEAST OF HIGHWAY, 23 FEET NORTHEAST OF CENTER LINE OF HIGHWAY,
 JY0590'71 FEET SOUTHEAST OF A SPRING IN CUT, AND ABOUT 3 FEET ABOVE LEVEL
 JY0590'OF HIGHWAY.
 JY0590
 JY0590                          STATION RECOVERY (2005)
 JY0590
 JY0590'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0590'WAAS CORRECTED NAD83 HANDHELD GPS COORDINATES 39 11 57.7 (N) 82 40
 JY0590'34.4 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0564 ***********************************************************************
 JY0564  DESIGNATION -  H 219
 JY0564  PID         -  JY0564
 JY0564  STATE/COUNTY-  OH/PIKE
 JY0564  USGS QUAD   -  WAVERLY NORTH (1992)
 JY0564
 JY0564                         *CURRENT SURVEY CONTROL
 JY0564  ___________________________________________________________________
 JY0564* NAD 83(1986)-  39 08 42.     (N)    082 54 06.     (W)     SCALED    
 JY0564* NAVD 88     -       177.703  (meters)     583.01   (feet)  ADJUSTED  
 JY0564  ___________________________________________________________________
 JY0564  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JY0564  DYNAMIC HT  -         177.594 (meters)     582.66  (feet)  COMP
 JY0564  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 JY0564
 JY0564  VERT ORDER  -  SECOND    CLASS 0
 JY0564
 JY0564.The horizontal coordinates were scaled from a topographic map and have
 JY0564.an estimated accuracy of +/- 6 seconds.
 JY0564
 JY0564.The orthometric height was determined by differential leveling
 JY0564.and adjusted by the National Geodetic Survey in June 1991..
 JY0564
 JY0564.The geoid height was determined by GEOID03.
 JY0564
 JY0564.The dynamic height is computed by dividing the NAVD 88
 JY0564.geopotential number by the normal gravity value computed on the
 JY0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0564.degrees latitude (g = 980.6199 gals.).
 JY0564
 JY0564.The modeled gravity was interpolated from observed gravity values.
 JY0564
 JY0564;                    North         East    Units  Estimated Accuracy
 JY0564;SPC OH S     -   127,190.      565,280.      MT  (+/- 180 meters Scaled)
 JY0564
 JY0564                          SUPERSEDED SURVEY CONTROL
 JY0564
 JY0564  NGVD 29 (??/??/92)  177.862  (m)          583.54   (f) ADJ UNCH    2 0
 JY0564
 JY0564.Superseded values are not recommended for survey control.
 JY0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0564.See file dsdata.txt to determine how the superseded data were derived.
 JY0564
 JY0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD356345(NAD 83)
 JY0564_MARKER: DB = BENCH MARK DISK
 JY0564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0564_SP_SET: ABUTMENT
 JY0564_STAMPING: H 219 1958
 JY0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0564
 JY0564  HISTORY     - Date     Condition        Report By
 JY0564  HISTORY     - 1958     MONUMENTED       CGS
 JY0564
 JY0564                          STATION DESCRIPTION
 JY0564
 JY0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0564'1 MI SE FROM OMEGA.
 JY0564'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 335 FROM THE CROSSING
 JY0564'OF THE NORFOLK AND WESTERN RAILWAY AT OMEGA, IN THE TOP OF THE
 JY0564'SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A BRIDGE OVER SCIOTO
 JY0564'RIVER, 12 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 1/2 FOOT
 JY0564'NORTHWEST OF THE SOUTHEAST END OF ABUTMENT AND 1 1/2 FEET BELOW
 JY0564'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0998 ***********************************************************************
 KZ0998  DESIGNATION -  H 22
 KZ0998  PID         -  KZ0998
 KZ0998  STATE/COUNTY-  OH/CRAWFORD
 KZ0998  USGS QUAD   -  CHATFIELD (1981)
 KZ0998
 KZ0998                         *CURRENT SURVEY CONTROL
 KZ0998  ___________________________________________________________________
 KZ0998* NAD 83(1986)-  40 57 28.     (N)    082 55 15.     (W)     SCALED    
 KZ0998* NAVD 88     -       307.622  (meters)    1009.26   (feet)  ADJUSTED  
 KZ0998  ___________________________________________________________________
 KZ0998  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 KZ0998  DYNAMIC HT  -         307.477 (meters)    1008.78  (feet)  COMP
 KZ0998  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 KZ0998
 KZ0998  VERT ORDER  -  SECOND    CLASS 0
 KZ0998
 KZ0998.The horizontal coordinates were scaled from a topographic map and have
 KZ0998.an estimated accuracy of +/- 6 seconds.
 KZ0998
 KZ0998.The orthometric height was determined by differential leveling
 KZ0998.and adjusted by the National Geodetic Survey in June 1991..
 KZ0998
 KZ0998.The geoid height was determined by GEOID03.
 KZ0998
 KZ0998.The dynamic height is computed by dividing the NAVD 88
 KZ0998.geopotential number by the normal gravity value computed on the
 KZ0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0998.degrees latitude (g = 980.6199 gals.).
 KZ0998
 KZ0998.The modeled gravity was interpolated from observed gravity values.
 KZ0998
 KZ0998;                    North         East    Units  Estimated Accuracy
 KZ0998;SPC OH N     -   143,460.      564,570.      MT  (+/- 180 meters Scaled)
 KZ0998
 KZ0998                          SUPERSEDED SURVEY CONTROL
 KZ0998
 KZ0998  NGVD 29 (??/??/92)  307.755  (m)         1009.69   (f) ADJ UNCH    2 0
 KZ0998
 KZ0998.Superseded values are not recommended for survey control.
 KZ0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0998.See file dsdata.txt to determine how the superseded data were derived.
 KZ0998
 KZ0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF383358(NAD 83)
 KZ0998_MARKER: DB = BENCH MARK DISK
 KZ0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0998_STAMPING: H 22 1934
 KZ0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0998+STABILITY: SURFACE MOTION
 KZ0998
 KZ0998  HISTORY     - Date     Condition        Report By
 KZ0998  HISTORY     - 1934     MONUMENTED       CGS
 KZ0998  HISTORY     - 1959     GOOD             NGS
 KZ0998  HISTORY     - 1987     GOOD             OHDT
 KZ0998  HISTORY     - 19870305 GOOD             OHDT
 KZ0998
 KZ0998                          STATION DESCRIPTION
 KZ0998
 KZ0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0998'0.8 MI E FROM CHATFIELD.
 KZ0998'0.8 MILE EAST ALONG THE AKRON, CANTON AND YOUNGSTOWN RAILROAD FROM
 KZ0998'THE STATION AT CHATFIELD, CRAWFORD COUNTY, AT A GRAVEL-HIGHWAY
 KZ0998'CROSSING, 31 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 KZ0998'ROAD, 28 FEET SOUTH OF THE RAILROAD, 4 FEET NORTH OF A FENCE
 KZ0998'LINE AND ABOUT ONE FOOT ABOVE THE LEVEL OF THE RAILROAD.  A
 KZ0998'STANDARD DISK, STAMPED H 22 1934 AND SET IN THE TOP OF A CONCRETE
 KZ0998'POST.
 KZ0998
 KZ0998                          STATION RECOVERY (1987)
 KZ0998
 KZ0998'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (GEC)
 KZ0998'RECOVERED IN GOOD CONDITION.
 KZ0998
 KZ0998                          STATION RECOVERY (1987)
 KZ0998
 KZ0998'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (GC)
 KZ0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0628 ***********************************************************************
 JY0628  DESIGNATION -  H 220
 JY0628  PID         -  JY0628
 JY0628  STATE/COUNTY-  OH/JACKSON
 JY0628  USGS QUAD   -  JACKSON (1995)
 JY0628
 JY0628                         *CURRENT SURVEY CONTROL
 JY0628  ___________________________________________________________________
 JY0628* NAD 83(1986)-  39 03 52.     (N)    082 41 14.     (W)     SCALED    
 JY0628* NAVD 88     -       200.209  (meters)     656.85   (feet)  ADJUSTED  
 JY0628  ___________________________________________________________________
 JY0628  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JY0628  DYNAMIC HT  -         200.082 (meters)     656.44  (feet)  COMP
 JY0628  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 JY0628
 JY0628  VERT ORDER  -  SECOND    CLASS 0
 JY0628
 JY0628.The horizontal coordinates were scaled from a topographic map and have
 JY0628.an estimated accuracy of +/- 6 seconds.
 JY0628
 JY0628.The orthometric height was determined by differential leveling
 JY0628.and adjusted by the National Geodetic Survey in June 1991..
 JY0628
 JY0628.The geoid height was determined by GEOID03.
 JY0628
 JY0628.The dynamic height is computed by dividing the NAVD 88
 JY0628.geopotential number by the normal gravity value computed on the
 JY0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0628.degrees latitude (g = 980.6199 gals.).
 JY0628
 JY0628.The modeled gravity was interpolated from observed gravity values.
 JY0628
 JY0628;                    North         East    Units  Estimated Accuracy
 JY0628;SPC OH S     -   118,180.      583,800.      MT  (+/- 180 meters Scaled)
 JY0628
 JY0628                          SUPERSEDED SURVEY CONTROL
 JY0628
 JY0628  NGVD 29 (??/??/92)  200.380  (m)          657.41   (f) ADJ UNCH    2 0
 JY0628
 JY0628.Superseded values are not recommended for survey control.
 JY0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0628.See file dsdata.txt to determine how the superseded data were derived.
 JY0628
 JY0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD540252(NAD 83)
 JY0628_MARKER: DB = BENCH MARK DISK
 JY0628_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0628_SP_SET: BRIDGE
 JY0628_STAMPING: H 220 1958
 JY0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0628
 JY0628  HISTORY     - Date     Condition        Report By
 JY0628  HISTORY     - 1958     MONUMENTED       CGS
 JY0628  HISTORY     - 1976     GOOD             NGS
 JY0628
 JY0628                          STATION DESCRIPTION
 JY0628
 JY0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0628'3 MI W FROM JACKSON.
 JY0628'ABOUT 0.2 MILE NORTHWEST ALONG U.S. HIGHWAY 35 FROM THE COURT
 JY0628'HOUSE AT JACKSON, THENCE ABOUT 2.75 MILES WEST ALONG STATE HIGHWAY
 JY0628'124, ABOUT 0.7 MILE EAST OF A SMALL CEMETERY NORTH OF HIGHWAY,
 JY0628'ABOUT 90 YARDS EAST OF THE JUNCTION OF A BLACK TOP ROAD NORTH,
 JY0628'IN THE TOP OF THE WING WALL AT THE NORTHEAST CORNER OF A 15-FOOT
 JY0628'CONCRETE BRIDGE OVER A SMALL STREAM, 18 FEET NORTH OF CENTER
 JY0628'LINE OF HIGHWAY AND 1/2 FOOT BELOW LEVEL OF HIGHWAY.
 JY0628
 JY0628                          STATION RECOVERY (1976)
 JY0628
 JY0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0659 ***********************************************************************
 JY0659  DESIGNATION -  H 221
 JY0659  PID         -  JY0659
 JY0659  STATE/COUNTY-  OH/JACKSON
 JY0659  USGS QUAD   -  WELLSTON (1995)
 JY0659
 JY0659                         *CURRENT SURVEY CONTROL
 JY0659  ___________________________________________________________________
 JY0659* NAD 83(1986)-  39 03 01.     (N)    082 32 24.     (W)     SCALED    
 JY0659* NAVD 88     -       218.240  (meters)     716.01   (feet)  ADJUSTED  
 JY0659  ___________________________________________________________________
 JY0659  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JY0659  DYNAMIC HT  -         218.103 (meters)     715.56  (feet)  COMP
 JY0659  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JY0659
 JY0659  VERT ORDER  -  SECOND    CLASS 0
 JY0659
 JY0659.The horizontal coordinates were scaled from a topographic map and have
 JY0659.an estimated accuracy of +/- 6 seconds.
 JY0659
 JY0659.The orthometric height was determined by differential leveling
 JY0659.and adjusted by the National Geodetic Survey in June 1991..
 JY0659
 JY0659.The geoid height was determined by GEOID03.
 JY0659
 JY0659.The dynamic height is computed by dividing the NAVD 88
 JY0659.geopotential number by the normal gravity value computed on the
 JY0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0659.degrees latitude (g = 980.6199 gals.).
 JY0659
 JY0659.The modeled gravity was interpolated from observed gravity values.
 JY0659
 JY0659;                    North         East    Units  Estimated Accuracy
 JY0659;SPC OH S     -   116,600.      596,540.      MT  (+/- 180 meters Scaled)
 JY0659
 JY0659                          SUPERSEDED SURVEY CONTROL
 JY0659
 JY0659  NGVD 29 (??/??/92)  218.417  (m)          716.59   (f) ADJ UNCH    2 0
 JY0659
 JY0659.Superseded values are not recommended for survey control.
 JY0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0659.See file dsdata.txt to determine how the superseded data were derived.
 JY0659
 JY0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD667234(NAD 83)
 JY0659_MARKER: DB = BENCH MARK DISK
 JY0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0659_STAMPING: H 221 1958
 JY0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0659+STABILITY: SURFACE MOTION
 JY0659
 JY0659  HISTORY     - Date     Condition        Report By
 JY0659  HISTORY     - 1958     MONUMENTED       CGS
 JY0659  HISTORY     - 1976     GOOD             NGS
 JY0659
 JY0659                          STATION DESCRIPTION
 JY0659
 JY0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0659'2.1 MI S FROM ROADS.
 JY0659'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 327 FROM THE
 JY0659'INTERSECTION OF STATE HIGHWAY 124 AT ROADS, ABOUT 0.2 MILE
 JY0659'NORTH OF A BLACK TOP ROAD EAST, ABOUT 0.3 MILE SOUTH OF A BLACK
 JY0659'TOP ROAD WEST, NEAR A LARGE WHITE HOUSE AND DAIRY FARM
 JY0659'LOCATED EAST OF HIGHWAY, 28 1/2 FEET WEST OF CENTER LINE OF
 JY0659'HIGHWAY, 11 FEET SOUTH OF CENTER LINE OF A DRIVE WEST TO AN
 JY0659'OPEN PASTURE AND ALSO THE EXTENDED CENTER LINE OF A DRIVE
 JY0659'EAST ALONG SOUTH SIDE OF BARN, 4 FEET NORTHEAST OF A POWER POLE
 JY0659'WITH A TRANSFORMER, 1 FOOT EAST OF A FENCE LINE, 2 FEET NORTH OF
 JY0659'A STEEL WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE
 JY0659'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JY0659
 JY0659                          STATION RECOVERY (1976)
 JY0659
 JY0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1230 ***********************************************************************
 HY1230  DESIGNATION -  H 222
 HY1230  PID         -  HY1230
 HY1230  STATE/COUNTY-  OH/JACKSON
 HY1230  USGS QUAD   -  OAK HILL (1985)
 HY1230
 HY1230                         *CURRENT SURVEY CONTROL
 HY1230  ___________________________________________________________________
 HY1230* NAD 83(1986)-  38 58 18.     (N)    082 32 26.     (W)     SCALED    
 HY1230* NAVD 88     -       211.681  (meters)     694.49   (feet)  ADJUSTED  
 HY1230  ___________________________________________________________________
 HY1230  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HY1230  DYNAMIC HT  -         211.546 (meters)     694.05  (feet)  COMP
 HY1230  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 HY1230
 HY1230  VERT ORDER  -  SECOND    CLASS 0
 HY1230
 HY1230.The horizontal coordinates were scaled from a topographic map and have
 HY1230.an estimated accuracy of +/- 6 seconds.
 HY1230
 HY1230.The orthometric height was determined by differential leveling
 HY1230.and adjusted by the National Geodetic Survey in June 1991..
 HY1230
 HY1230.The geoid height was determined by GEOID03.
 HY1230
 HY1230.The dynamic height is computed by dividing the NAVD 88
 HY1230.geopotential number by the normal gravity value computed on the
 HY1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1230.degrees latitude (g = 980.6199 gals.).
 HY1230
 HY1230.The modeled gravity was interpolated from observed gravity values.
 HY1230
 HY1230;                    North         East    Units  Estimated Accuracy
 HY1230;SPC OH S     -   107,870.      596,490.      MT  (+/- 180 meters Scaled)
 HY1230
 HY1230                          SUPERSEDED SURVEY CONTROL
 HY1230
 HY1230  NGVD 29 (??/??/92)  211.861  (m)          695.08   (f) ADJ UNCH    2 0
 HY1230
 HY1230.Superseded values are not recommended for survey control.
 HY1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1230.See file dsdata.txt to determine how the superseded data were derived.
 HY1230
 HY1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD665147(NAD 83)
 HY1230_MARKER: DB = BENCH MARK DISK
 HY1230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1230_SP_SET: ABUTMENT
 HY1230_STAMPING: H 222 1958
 HY1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1230
 HY1230  HISTORY     - Date     Condition        Report By
 HY1230  HISTORY     - 1958     MONUMENTED       CGS
 HY1230
 HY1230                          STATION DESCRIPTION
 HY1230
 HY1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1230'1.6 MI S FROM WINCHESTER.
 HY1230'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 35 FROM THE JUNCTION OF
 HY1230'STATE HIGHWAY 327 AT WINCHESTER, THENCE ABOUT 1.35 MILES SOUTHEAST
 HY1230'ALONG A BLACK-TOP ROAD, IN THE TOP OF THE WEST END OF SOUTH
 HY1230'CONCRETE ABUTMENT OF A 50-FOOT STEEL BRIDGE OVER SYMMES CREEK,
 HY1230'18 FEET WEST OF CENTER LINE OF ROAD, 1 FOOT EAST OF WEST END OF
 HY1230'CENTER STEP OF ABUTMENT AND ABOUT 2 1/2 FEET BELOW LEVEL OF
 HY1230'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0391 ***********************************************************************
 JY0391  DESIGNATION -  H 223
 JY0391  PID         -  JY0391
 JY0391  STATE/COUNTY-  OH/MEIGS
 JY0391  USGS QUAD   -  RUTLAND (1995)
 JY0391
 JY0391                         *CURRENT SURVEY CONTROL
 JY0391  ___________________________________________________________________
 JY0391* NAD 83(1986)-  39 06 48.     (N)    082 12 01.     (W)     SCALED    
 JY0391* NAVD 88     -       192.876  (meters)     632.79   (feet)  ADJUSTED  
 JY0391  ___________________________________________________________________
 JY0391  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JY0391  DYNAMIC HT  -         192.755 (meters)     632.40  (feet)  COMP
 JY0391  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 JY0391
 JY0391  VERT ORDER  -  SECOND    CLASS 0
 JY0391
 JY0391.The horizontal coordinates were scaled from a topographic map and have
 JY0391.an estimated accuracy of +/- 6 seconds.
 JY0391
 JY0391.The orthometric height was determined by differential leveling
 JY0391.and adjusted by the National Geodetic Survey in June 1991..
 JY0391
 JY0391.The geoid height was determined by GEOID03.
 JY0391
 JY0391.The dynamic height is computed by dividing the NAVD 88
 JY0391.geopotential number by the normal gravity value computed on the
 JY0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0391.degrees latitude (g = 980.6199 gals.).
 JY0391
 JY0391.The modeled gravity was interpolated from observed gravity values.
 JY0391
 JY0391;                    North         East    Units  Estimated Accuracy
 JY0391;SPC OH S     -   123,640.      625,920.      MT  (+/- 180 meters Scaled)
 JY0391
 JY0391                          SUPERSEDED SURVEY CONTROL
 JY0391
 JY0391  NGVD 29 (??/??/92)  193.065  (m)          633.41   (f) ADJ UNCH    2 0
 JY0391
 JY0391.Superseded values are not recommended for survey control.
 JY0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0391.See file dsdata.txt to determine how the superseded data were derived.
 JY0391
 JY0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD962300(NAD 83)
 JY0391_MARKER: DB = BENCH MARK DISK
 JY0391_SETTING: 66 = SET IN ROCK OUTCROP
 JY0391_SP_SET: ROCK CUT
 JY0391_STAMPING: H 223 1958
 JY0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0391+STABILITY: POSITION/ELEVATION WELL
 JY0391
 JY0391  HISTORY     - Date     Condition        Report By
 JY0391  HISTORY     - 1958     MONUMENTED       CGS
 JY0391
 JY0391                          STATION DESCRIPTION
 JY0391
 JY0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0391'3.1 MI NE FROM DEXTER.
 JY0391'ABOUT 1.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JY0391'THE POST OFFICE AT DEXTER, THENCE ABOUT 1.8 MILES NORTHEAST
 JY0391'ALONG A ROAD FOLLOWING MUD FORK, ABOUT 0.4 MILE WEST OF A 30-FOOT
 JY0391'CONCRETE BRIDGE OVER MUD FORK, ABOUT 0.1 MILE EAST OF CROSSING
 JY0391'OF A STEEL TOWER POWER TRANSMISSION LINE, 0.25 MILE EAST OF
 JY0391'JUNCTION OF A ROAD LEADING NORTH, SET VERTICALLY IN THE SOUTHWEST
 JY0391'FACE OF A LAYER OF ROCK IN A CUT, 158 YARDS WEST OF THE TOP OF A
 JY0391'SMALL GRADE AND JUNCTION OF A DRIVE NORTHWEST AND UPHILL TO A
 JY0391'FARM, 18 FEET NORTH-NORTHEAST OF CENTER LINE OF ROAD, AND ABOUT
 JY0391'4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0393 ***********************************************************************
 JY0393  DESIGNATION -  H 224
 JY0393  PID         -  JY0393
 JY0393  STATE/COUNTY-  OH/MEIGS
 JY0393  USGS QUAD   -  RUTLAND (1995)
 JY0393
 JY0393                         *CURRENT SURVEY CONTROL
 JY0393  ___________________________________________________________________
 JY0393* NAD 83(1986)-  39 06 21.     (N)    082 13 11.     (W)     SCALED    
 JY0393* NAVD 88     -       182.161  (meters)     597.64   (feet)  ADJUSTED  
 JY0393  ___________________________________________________________________
 JY0393  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JY0393  DYNAMIC HT  -         182.046 (meters)     597.26  (feet)  COMP
 JY0393  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 JY0393
 JY0393  VERT ORDER  -  SECOND    CLASS 0
 JY0393
 JY0393.The horizontal coordinates were scaled from a topographic map and have
 JY0393.an estimated accuracy of +/- 6 seconds.
 JY0393
 JY0393.The orthometric height was determined by differential leveling
 JY0393.and adjusted by the National Geodetic Survey in June 1991..
 JY0393
 JY0393.The geoid height was determined by GEOID03.
 JY0393
 JY0393.The dynamic height is computed by dividing the NAVD 88
 JY0393.geopotential number by the normal gravity value computed on the
 JY0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0393.degrees latitude (g = 980.6199 gals.).
 JY0393
 JY0393.The modeled gravity was interpolated from observed gravity values.
 JY0393
 JY0393;                    North         East    Units  Estimated Accuracy
 JY0393;SPC OH S     -   122,800.      624,240.      MT  (+/- 180 meters Scaled)
 JY0393
 JY0393                          SUPERSEDED SURVEY CONTROL
 JY0393
 JY0393  NGVD 29 (??/??/92)  182.350  (m)          598.26   (f) ADJ UNCH    2 0
 JY0393
 JY0393.Superseded values are not recommended for survey control.
 JY0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0393.See file dsdata.txt to determine how the superseded data were derived.
 JY0393
 JY0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD945292(NAD 83)
 JY0393_MARKER: DB = BENCH MARK DISK
 JY0393_SETTING: 66 = SET IN ROCK OUTCROP
 JY0393_SP_SET: ROCK CLIFF
 JY0393_STAMPING: H 224 1958
 JY0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0393+STABILITY: POSITION/ELEVATION WELL
 JY0393
 JY0393  HISTORY     - Date     Condition        Report By
 JY0393  HISTORY     - 1958     MONUMENTED       CGS
 JY0393
 JY0393                          STATION DESCRIPTION
 JY0393
 JY0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0393'1.7 MI NE FROM DEXTER.
 JY0393'ABOUT 1.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JY0393'THE POST OFFICE AT DEXTER, THENCE ABOUT 0.4 MILE NORTHEAST
 JY0393'ALONG A ROAD FOLLOWING MUD FORK, AT THE JUNCTION OF A NORTH-SOUTH
 JY0393'ROAD, 161 FEET SOUTH OF CENTER OF JUNCTION OF ROADS, 86 FEET
 JY0393'SOUTH OF CENTER OF SOUTH END OF A CONCRETE SLAB BRIDGE OVER MUD
 JY0393'FORK, SET VERTICALLY IN THE WEST FACE OF A HIGH ROCK CLIFF, 24
 JY0393'FEET EAST OF CENTER LINE OF ROAD AND ABOUT 3 FEET ABOVE LEVEL OF
 JY0393'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0305 ***********************************************************************
 JY0305  DESIGNATION -  H 225
 JY0305  PID         -  JY0305
 JY0305  STATE/COUNTY-  OH/ATHENS
 JY0305  USGS QUAD   -  ALBANY (1995)
 JY0305
 JY0305                         *CURRENT SURVEY CONTROL
 JY0305  ___________________________________________________________________
 JY0305* NAD 83(1986)-  39 13 18.     (N)    082 10 57.     (W)     SCALED    
 JY0305* NAVD 88     -       226.972  (meters)     744.66   (feet)  ADJUSTED  
 JY0305  ___________________________________________________________________
 JY0305  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY0305  DYNAMIC HT  -         226.831 (meters)     744.19  (feet)  COMP
 JY0305  MODELED GRAV-     980,001.7   (mgal)                       NAVD 88
 JY0305
 JY0305  VERT ORDER  -  SECOND    CLASS 0
 JY0305
 JY0305.The horizontal coordinates were scaled from a topographic map and have
 JY0305.an estimated accuracy of +/- 6 seconds.
 JY0305
 JY0305.The orthometric height was determined by differential leveling
 JY0305.and adjusted by the National Geodetic Survey in June 1991..
 JY0305
 JY0305.The geoid height was determined by GEOID03.
 JY0305
 JY0305.The dynamic height is computed by dividing the NAVD 88
 JY0305.geopotential number by the normal gravity value computed on the
 JY0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0305.degrees latitude (g = 980.6199 gals.).
 JY0305
 JY0305.The modeled gravity was interpolated from observed gravity values.
 JY0305
 JY0305;                    North         East    Units  Estimated Accuracy
 JY0305;SPC OH S     -   135,670.      627,420.      MT  (+/- 180 meters Scaled)
 JY0305
 JY0305                          SUPERSEDED SURVEY CONTROL
 JY0305
 JY0305  NGVD 29 (??/??/92)  227.156  (m)          745.26   (f) ADJ UNCH    2 0
 JY0305
 JY0305.Superseded values are not recommended for survey control.
 JY0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0305.See file dsdata.txt to determine how the superseded data were derived.
 JY0305
 JY0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD979420(NAD 83)
 JY0305_MARKER: DB = BENCH MARK DISK
 JY0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0305_SP_SET: ABUTMENT
 JY0305_STAMPING: H 225 1958
 JY0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0305
 JY0305  HISTORY     - Date     Condition        Report By
 JY0305  HISTORY     - 1958     MONUMENTED       CGS
 JY0305  HISTORY     - 1976     GOOD             NGS
 JY0305
 JY0305                          STATION DESCRIPTION
 JY0305
 JY0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0305'1.3 MI SE FROM ALBANY.
 JY0305'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 680 FROM THE JUNCTION
 JY0305'OF U.S. HIGHWAY 50 AT ALBANY, ABOUT 0.7 MILE SOUTHEAST OF HIGHWAY
 JY0305'OVERPASS OVER THE NEW YORK CENTRAL RAILROAD, IN THE TOP OF SOUTHWEST
 JY0305'END OF NORTHWEST ABUTMENT OF A 6-FOOT CONCRETE BRIDGE OVER A CREEK
 JY0305'BRANCH, 16 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY AND AT THE
 JY0305'SOUTHEAST END OF A SHARP CURVE IN HIGHWAY, 3 3/4 FEET SOUTHWEST
 JY0305'OF SOUTHWEST HEAD WALL AND 1 FOOT BELOW LEVEL OF HIGHWAY.
 JY0305
 JY0305                          STATION RECOVERY (1976)
 JY0305
 JY0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0305'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 681 FROM THE JUNCTION
 JY0305'OF US HIGHWAY 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1265 ***********************************************************************
 HY1265  DESIGNATION -  H 226
 HY1265  PID         -  HY1265
 HY1265  STATE/COUNTY-  OH/SCIOTO
 HY1265  USGS QUAD   -  STOCKDALE (1983)
 HY1265
 HY1265                         *CURRENT SURVEY CONTROL
 HY1265  ___________________________________________________________________
 HY1265* NAD 83(1986)-  38 53 27.     (N)    082 45 35.     (W)     SCALED    
 HY1265* NAVD 88     -       181.632  (meters)     595.90   (feet)  ADJUSTED  
 HY1265  ___________________________________________________________________
 HY1265  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HY1265  DYNAMIC HT  -         181.516 (meters)     595.52  (feet)  COMP
 HY1265  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 HY1265
 HY1265  VERT ORDER  -  SECOND    CLASS 0
 HY1265
 HY1265.The horizontal coordinates were scaled from a topographic map and have
 HY1265.an estimated accuracy of +/- 6 seconds.
 HY1265
 HY1265.The orthometric height was determined by differential leveling
 HY1265.and adjusted by the National Geodetic Survey in June 1991..
 HY1265
 HY1265.The geoid height was determined by GEOID03.
 HY1265
 HY1265.The dynamic height is computed by dividing the NAVD 88
 HY1265.geopotential number by the normal gravity value computed on the
 HY1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1265.degrees latitude (g = 980.6199 gals.).
 HY1265
 HY1265.The modeled gravity was interpolated from observed gravity values.
 HY1265
 HY1265;                    North         East    Units  Estimated Accuracy
 HY1265;SPC OH S     -    98,930.      577,470.      MT  (+/- 180 meters Scaled)
 HY1265
 HY1265                          SUPERSEDED SURVEY CONTROL
 HY1265
 HY1265  NGVD 29 (??/??/92)  181.804  (m)          596.47   (f) ADJ UNCH    2 0
 HY1265
 HY1265.Superseded values are not recommended for survey control.
 HY1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1265.See file dsdata.txt to determine how the superseded data were derived.
 HY1265
 HY1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD473061(NAD 83)
 HY1265_MARKER: DB = BENCH MARK DISK
 HY1265_SETTING: 66 = SET IN ROCK OUTCROP
 HY1265_SP_SET: ROCK OUTCROP
 HY1265_STAMPING: H 226 1958
 HY1265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1265+STABILITY: POSITION/ELEVATION WELL
 HY1265
 HY1265  HISTORY     - Date     Condition        Report By
 HY1265  HISTORY     - 1958     MONUMENTED       CGS
 HY1265
 HY1265                          STATION DESCRIPTION
 HY1265
 HY1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1265'6.8 MI NW FROM SOUTH WEBSTER.
 HY1265'ABOUT 4.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 HY1265'AND OHIO RAILROAD STATION AT SOUTH WEBSTER, THENCE ABOUT 1.55
 HY1265'MILES NORTHWEST ALONG STATE HIGHWAY 279, THENCE ABOUT 0.9 MILE
 HY1265'NORTHWEST ALONG STATE HIGHWAY 139, ABOUT 0.1 MILE NORTHWEST OF
 HY1265'THE SCIOTO-JACKSON COUNTY LINE, ON THE INSIDE OF A CURVE WITH
 HY1265'TANGENTS EXTENDING SOUTH AND NORTHWEST, SET VERTICALLY IN THE
 HY1265'EAST FACE OF A SLOPING ROCK OUTCROP ABOUT 14 FEET LONG AND 3 FEET
 HY1265'HIGH AND PROJECTING OUT OF HILLSIDE, 21 FEET WEST OF CENTER
 HY1265'LINE OF HIGHWAY, 5 FEET NORTH OF SOUTH END OF ROCK, 1 FOOT
 HY1265'ABOVE GROUND AND ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1250 ***********************************************************************
 HY1250  DESIGNATION -  H 227
 HY1250  PID         -  HY1250
 HY1250  STATE/COUNTY-  OH/JACKSON
 HY1250  USGS QUAD   -  PETERSBURG (1983)
 HY1250
 HY1250                         *CURRENT SURVEY CONTROL
 HY1250  ___________________________________________________________________
 HY1250* NAD 83(1986)-  38 56 31.     (N)    082 40 20.     (W)     SCALED    
 HY1250* NAVD 88     -       227.231  (meters)     745.51   (feet)  ADJUSTED  
 HY1250  ___________________________________________________________________
 HY1250  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 HY1250  DYNAMIC HT  -         227.086 (meters)     745.03  (feet)  COMP
 HY1250  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 HY1250
 HY1250  VERT ORDER  -  SECOND    CLASS 0
 HY1250
 HY1250.The horizontal coordinates were scaled from a topographic map and have
 HY1250.an estimated accuracy of +/- 6 seconds.
 HY1250
 HY1250.The orthometric height was determined by differential leveling
 HY1250.and adjusted by the National Geodetic Survey in June 1991..
 HY1250
 HY1250.The geoid height was determined by GEOID03.
 HY1250
 HY1250.The dynamic height is computed by dividing the NAVD 88
 HY1250.geopotential number by the normal gravity value computed on the
 HY1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1250.degrees latitude (g = 980.6199 gals.).
 HY1250
 HY1250.The modeled gravity was interpolated from observed gravity values.
 HY1250
 HY1250;                    North         East    Units  Estimated Accuracy
 HY1250;SPC OH S     -   104,580.      585,070.      MT  (+/- 180 meters Scaled)
 HY1250
 HY1250                          SUPERSEDED SURVEY CONTROL
 HY1250
 HY1250  NGVD 29 (??/??/92)  227.396  (m)          746.05   (f) ADJ UNCH    2 0
 HY1250
 HY1250.Superseded values are not recommended for survey control.
 HY1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1250.See file dsdata.txt to determine how the superseded data were derived.
 HY1250
 HY1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD550116(NAD 83)
 HY1250_MARKER: DB = BENCH MARK DISK
 HY1250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1250_SP_SET: CULVERT
 HY1250_STAMPING: H 227 1958
 HY1250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1250
 HY1250  HISTORY     - Date     Condition        Report By
 HY1250  HISTORY     - 1958     MONUMENTED       CGS
 HY1250  HISTORY     - 1976     GOOD             NGS
 HY1250
 HY1250                          STATION DESCRIPTION
 HY1250
 HY1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1250'8.7 MI SW FROM JACKSON.
 HY1250'ABOUT 8.7 MILES SOUTHWEST ALONG STATE HIGHWAY 139 FROM THE
 HY1250'COURT HOUSE AT JACKSON, ABOUT 0.7 MILE SOUTH OF JUNCTION OF A
 HY1250'ROAD WEST, AT THE JUNCTION OF A DRIVE WEST TO A CONCRETE BLOCK
 HY1250'HOUSE, IN THE TOP OF THE NORTH END OF HEAD WALL OF A 10-FOOT
 HY1250'CONCRETE BOX CULVERT, 15 FEET EAST OF CENTER LINE OF HIGHWAY,
 HY1250'54 FEET SOUTHEAST OF CENTER OF JUNCTION OF DRIVE, 1 FOOT SOUTH OF
 HY1250'NORTH END OF HEAD WALL AND 1 FOOT ABOVE LEVEL OF HIGHWAY.
 HY1250
 HY1250                          STATION RECOVERY (1976)
 HY1250
 HY1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0374 ***********************************************************************
 JY0374  DESIGNATION -  H 228
 JY0374  PID         -  JY0374
 JY0374  STATE/COUNTY-  OH/MEIGS
 JY0374  USGS QUAD   -  ALBANY (1995)
 JY0374
 JY0374                         *CURRENT SURVEY CONTROL
 JY0374  ___________________________________________________________________
 JY0374* NAD 83(1986)-  39 10 02.     (N)    082 14 40.     (W)     SCALED    
 JY0374* NAVD 88     -       232.113  (meters)     761.52   (feet)  ADJUSTED  
 JY0374  ___________________________________________________________________
 JY0374  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY0374  DYNAMIC HT  -         231.968 (meters)     761.05  (feet)  COMP
 JY0374  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 JY0374
 JY0374  VERT ORDER  -  SECOND    CLASS 0
 JY0374
 JY0374.The horizontal coordinates were scaled from a topographic map and have
 JY0374.an estimated accuracy of +/- 6 seconds.
 JY0374
 JY0374.The orthometric height was determined by differential leveling
 JY0374.and adjusted by the National Geodetic Survey in June 1991..
 JY0374
 JY0374.The geoid height was determined by GEOID03.
 JY0374
 JY0374.The dynamic height is computed by dividing the NAVD 88
 JY0374.geopotential number by the normal gravity value computed on the
 JY0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0374.degrees latitude (g = 980.6199 gals.).
 JY0374
 JY0374.The modeled gravity was interpolated from observed gravity values.
 JY0374
 JY0374;                    North         East    Units  Estimated Accuracy
 JY0374;SPC OH S     -   129,610.      622,080.      MT  (+/- 180 meters Scaled)
 JY0374
 JY0374                          SUPERSEDED SURVEY CONTROL
 JY0374
 JY0374  NGVD 29 (??/??/92)  232.301  (m)          762.14   (f) ADJ UNCH    2 0
 JY0374
 JY0374.Superseded values are not recommended for survey control.
 JY0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0374.See file dsdata.txt to determine how the superseded data were derived.
 JY0374
 JY0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD924360(NAD 83)
 JY0374_MARKER: DB = BENCH MARK DISK
 JY0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0374_SP_SET: FOUNDATION
 JY0374_STAMPING: H 228 1958
 JY0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0374
 JY0374  HISTORY     - Date     Condition        Report By
 JY0374  HISTORY     - 1958     MONUMENTED       CGS
 JY0374
 JY0374                          STATION DESCRIPTION
 JY0374
 JY0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0374'5.4 MI E FROM VALES MILLS.
 JY0374'ABOUT 3.35 MILES NORTHEAST ALONG STATE HIGHWAY 346 FROM THE
 JY0374'BRIDGE OVER RACCOON CREEK AT VALES MILLS, THENCE ABOUT 1.65
 JY0374'MILES SOUTHEAST ALONG STATE HIGHWAY 143, AT A CROSSROAD, AT
 JY0374'COLUMBIA TOWNSHIP ELEMENTARY SCHOOL, 136 FEET NORTHEAST OF
 JY0374'CENTER LINE OF HIGHWAY, SET VERTICALLY IN THE SOUTHEAST FACE
 JY0374'OF CONCRETE FOUNDATION OF SCHOOL, 22 FEET SOUTHWEST OF EAST
 JY0374'CORNER, 1 1/2 FEET NORTHEAST OF NORTHEAST EDGE OF STEPS TO
 JY0374'SOUTHEAST ENTRANCE AND 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1357 ***********************************************************************
 JX1357  DESIGNATION -  H 229
 JX1357  PID         -  JX1357
 JX1357  STATE/COUNTY-  OH/ATHENS
 JX1357  USGS QUAD   -  STEWART (1994)
 JX1357
 JX1357                         *CURRENT SURVEY CONTROL
 JX1357  ___________________________________________________________________
 JX1357* NAD 83(1995)-  39 16 16.16895(N)    081 56 39.27506(W)     ADJUSTED  
 JX1357* NAVD 88     -       244.989  (meters)     803.77   (feet)  ADJUSTED  
 JX1357  ___________________________________________________________________
 JX1357  X           -     692,904.610 (meters)                     COMP
 JX1357  Y           -  -4,895,699.061 (meters)                     COMP
 JX1357  Z           -   4,015,800.265 (meters)                     COMP
 JX1357  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 JX1357  ELLIP HEIGHT-         210.73  (meters)          (11/14/05) GPS OBS
 JX1357  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX1357  DYNAMIC HT  -         244.836 (meters)     803.27  (feet)  COMP
 JX1357  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 JX1357
 JX1357  HORZ ORDER  -  FIRST
 JX1357  VERT ORDER  -  SECOND    CLASS 0
 JX1357  ELLP ORDER  -  FOURTH    CLASS II
 JX1357
 JX1357.The horizontal coordinates were established by GPS observations
 JX1357.and adjusted by the CANTER SURVEYING GPS in November 2005..
 JX1357
 JX1357.The orthometric height was determined by differential leveling
 JX1357.and adjusted by the National Geodetic Survey in June 1991..
 JX1357
 JX1357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX1357
 JX1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1357
 JX1357.The ellipsoidal height was determined by GPS observations
 JX1357.and is referenced to NAD 83.
 JX1357
 JX1357.The geoid height was determined by GEOID03.
 JX1357
 JX1357.The dynamic height is computed by dividing the NAVD 88
 JX1357.geopotential number by the normal gravity value computed on the
 JX1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1357.degrees latitude (g = 980.6199 gals.).
 JX1357
 JX1357.The modeled gravity was interpolated from observed gravity values.
 JX1357
 JX1357;                    North         East     Units Scale Factor Converg.
 JX1357;SPC OH S     -   141,262.751   647,955.645   MT  0.99993785   +0 21 09.5
 JX1357;UTM  17      - 4,347,292.848   418,548.593   MT  0.99968169   -0 35 51.8
 JX1357
 JX1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1357!SPC OH S     -   0.99996694  x   0.99993785  =   0.99990479
 JX1357!UTM  17      -   0.99996694  x   0.99968169  =   0.99964864
 JX1357
 JX1357                          SUPERSEDED SURVEY CONTROL
 JX1357
 JX1357  NAVD 88 (11/14/05)  244.99   (m)          803.8    (f) LEVELING    3  
 JX1357  NGVD 29 (??/??/92)  245.166  (m)          804.35   (f) ADJ UNCH    2 0
 JX1357
 JX1357.Superseded values are not recommended for survey control.
 JX1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1357.See file dsdata.txt to determine how the superseded data were derived.
 JX1357
 JX1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1854947293(NAD 83)
 JX1357_MARKER: DB = BENCH MARK DISK
 JX1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1357_STAMPING: H 229 1958
 JX1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1357+STABILITY: SURFACE MOTION
 JX1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1357+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 JX1357
 JX1357  HISTORY     - Date     Condition        Report By
 JX1357  HISTORY     - 1958     MONUMENTED       CGS
 JX1357  HISTORY     - 1988     GOOD             USPSQD
 JX1357  HISTORY     - 19980905 GOOD             USPSQD
 JX1357  HISTORY     - 20041111 GOOD             LOCSUR
 JX1357
 JX1357                          STATION DESCRIPTION
 JX1357
 JX1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1357'2.4 MI SW FROM GUYSVILLE.
 JX1357'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 50 FROM THE OVERPASS
 JX1357'OVER THE BALTIMORE AND OHIO RAILROAD AT GUYSVILLE, THENCE ABOUT
 JX1357'0.95 MILE WEST AND 0.2 MILE SOUTHWEST ALONG BLACK TOP ROADS, 26
 JX1357'FEET WEST OF CENTER LINE OF BLACK TOP ROAD AND ON THE OUTSIDE OF A
 JX1357'CURVE, 43 FEET NORTH OF A 14-INCH LOCUST TREE IN A FENCE CORNER,
 JX1357'56 FEET NORTH OF A 14-INCH HICKORY TREE, 2 FEET NORTH OF A
 JX1357'CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 JX1357'OF A CONCRETE POST PROJECTING 3 INCHES.
 JX1357
 JX1357                          STATION RECOVERY (1988)
 JX1357
 JX1357'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1357'RECOVERED IN GOOD CONDITION.
 JX1357
 JX1357                          STATION RECOVERY (1998)
 JX1357
 JX1357'RECOVERY NOTE BY US POWER SQUADRON 1998
 JX1357'RECOVERED IN GOOD CONDITION.
 JX1357
 JX1357                          STATION RECOVERY (2004)
 JX1357
 JX1357'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (DN)
 JX1357'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1018 ***********************************************************************
 KZ1018  DESIGNATION -  H 23
 KZ1018  PID         -  KZ1018
 KZ1018  STATE/COUNTY-  OH/MORROW
 KZ1018  USGS QUAD   -  GALION (1973)
 KZ1018
 KZ1018                         *CURRENT SURVEY CONTROL
 KZ1018  ___________________________________________________________________
 KZ1018* NAD 83(1986)-  40 42 08.     (N)    082 50 58.     (W)     SCALED    
 KZ1018* NAVD 88     -       330.726  (meters)    1085.06   (feet)  ADJUSTED  
 KZ1018  ___________________________________________________________________
 KZ1018  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KZ1018  DYNAMIC HT  -         330.562 (meters)    1084.52  (feet)  COMP
 KZ1018  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 KZ1018
 KZ1018  VERT ORDER  -  SECOND    CLASS 0
 KZ1018
 KZ1018.The horizontal coordinates were scaled from a topographic map and have
 KZ1018.an estimated accuracy of +/- 6 seconds.
 KZ1018
 KZ1018.The orthometric height was determined by differential leveling
 KZ1018.and adjusted by the National Geodetic Survey in June 1991..
 KZ1018
 KZ1018.The geoid height was determined by GEOID03.
 KZ1018
 KZ1018.The dynamic height is computed by dividing the NAVD 88
 KZ1018.geopotential number by the normal gravity value computed on the
 KZ1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1018.degrees latitude (g = 980.6199 gals.).
 KZ1018
 KZ1018.The modeled gravity was interpolated from observed gravity values.
 KZ1018
 KZ1018;                    North         East    Units  Estimated Accuracy
 KZ1018;SPC OH N     -   115,050.      570,470.      MT  (+/- 180 meters Scaled)
 KZ1018
 KZ1018                          SUPERSEDED SURVEY CONTROL
 KZ1018
 KZ1018  NGVD 29 (??/??/92)  330.863  (m)         1085.51   (f) ADJ UNCH    2 0
 KZ1018
 KZ1018.Superseded values are not recommended for survey control.
 KZ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1018.See file dsdata.txt to determine how the superseded data were derived.
 KZ1018
 KZ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF437073(NAD 83)
 KZ1018_MARKER: DB = BENCH MARK DISK
 KZ1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1018_STAMPING: H 23 1934
 KZ1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1018+STABILITY: SURFACE MOTION
 KZ1018
 KZ1018  HISTORY     - Date     Condition        Report By
 KZ1018  HISTORY     - 1934     MONUMENTED       CGS
 KZ1018  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ1018
 KZ1018                          STATION DESCRIPTION
 KZ1018
 KZ1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1018'3.7 MI W FROM GALION.
 KZ1018'IN MORROW COUNTY, 3.7 MILES WEST ALONG THE ERIE RAILROAD FROM THE
 KZ1018'STATION AT GALION, CRAWFORD COUNTY, 30 YARDS SOUTHWEST OF
 KZ1018'MILEPOST C 84, 50 YARDS SOUTH OF THE E.R.R. TRACK, AT A DIRT-ROAD
 KZ1018'CROSSING OF THE NEW YORK CENTRAL RAILROAD, 68.0 FEET SOUTHWEST
 KZ1018'OF THE INTERSECTION OF THE SOUTH RAIL WITH THE CENTERLINE OF THE
 KZ1018'ROAD, 41.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 28.0 FEET
 KZ1018'SOUTH OF THE SOUTH RAIL OF THE N.Y.C.R.R. TRACK, AND 10.0 FEET
 KZ1018'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 23
 KZ1018'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A NEW GRADE
 KZ1018'WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1346 ***********************************************************************
 JX1346  DESIGNATION -  H 231
 JX1346  PID         -  JX1346
 JX1346  STATE/COUNTY-  OH/ATHENS
 JX1346  USGS QUAD   -  STEWART (1994)
 JX1346
 JX1346                         *CURRENT SURVEY CONTROL
 JX1346  ___________________________________________________________________
 JX1346* NAD 83(1986)-  39 15 02.     (N)    081 54 01.     (W)     SCALED    
 JX1346* NAVD 88     -       231.318  (meters)     758.92   (feet)  ADJUSTED  
 JX1346  ___________________________________________________________________
 JX1346  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JX1346  DYNAMIC HT  -         231.173 (meters)     758.44  (feet)  COMP
 JX1346  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 JX1346
 JX1346  VERT ORDER  -  SECOND    CLASS 0
 JX1346
 JX1346.The horizontal coordinates were scaled from a topographic map and have
 JX1346.an estimated accuracy of +/- 6 seconds.
 JX1346
 JX1346.The orthometric height was determined by differential leveling
 JX1346.and adjusted by the National Geodetic Survey in June 1991..
 JX1346
 JX1346.The geoid height was determined by GEOID03.
 JX1346
 JX1346.The dynamic height is computed by dividing the NAVD 88
 JX1346.geopotential number by the normal gravity value computed on the
 JX1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1346.degrees latitude (g = 980.6199 gals.).
 JX1346
 JX1346.The modeled gravity was interpolated from observed gravity values.
 JX1346
 JX1346;                    North         East    Units  Estimated Accuracy
 JX1346;SPC OH S     -   139,000.      651,760.      MT  (+/- 180 meters Scaled)
 JX1346
 JX1346                          SUPERSEDED SURVEY CONTROL
 JX1346
 JX1346  NGVD 29 (??/??/92)  231.492  (m)          759.49   (f) ADJ UNCH    2 0
 JX1346
 JX1346.Superseded values are not recommended for survey control.
 JX1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1346.See file dsdata.txt to determine how the superseded data were derived.
 JX1346
 JX1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD223449(NAD 83)
 JX1346_MARKER: DB = BENCH MARK DISK
 JX1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1346_STAMPING: H 231 1958
 JX1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1346+STABILITY: SURFACE MOTION
 JX1346
 JX1346  HISTORY     - Date     Condition        Report By
 JX1346  HISTORY     - 1958     MONUMENTED       CGS
 JX1346  HISTORY     - 1976     GOOD             NGS
 JX1346  HISTORY     - 1988     GOOD             USPSQD
 JX1346  HISTORY     - 19980902 MARK NOT FOUND   USPSQD
 JX1346
 JX1346                          STATION DESCRIPTION
 JX1346
 JX1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1346'3.6 MI SE FROM GUYSVILLE.
 JX1346'ABOUT 3.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE
 JX1346'OVERPASS OVER THE BALTIMORE AND OHIO RAILROAD AT GUYSVILLE, 0.7
 JX1346'MILE NORTHWEST OF THE T JUNCTION OF A GRAVEL ROAD LEADING
 JX1346'NORTHEAST, 0.35 MILE EAST-SOUTHEAST OF A CROSSROAD LEADING
 JX1346'EAST-WEST, 72 FEET NORTH-NORTHEAST OF THE CENTER LINE OF HIGHWAY,
 JX1346'AT THE EAST-SOUTHEAST END OF A CUT, 13 FEET WEST-NORTHWEST OF THE
 JX1346'CENTER LINE OF A DRIVE TO A HILLY MEADOW, 105 FEET WEST-NORTHWEST
 JX1346'OF THE NORTHEAST END OF A LOW 24-INCH PIPE CULVERT UNDER THE
 JX1346'HIGHWAY, 40 1/2 FEET NORTH-NORTHEAST OF THE WEST-NORTHWEST END OF
 JX1346'A 15-INCH PIPE CULVERT UNDER DRIVE TO MEADOW, 2 FEET NORTH OF A
 JX1346'CONCRETE WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JX1346'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JX1346
 JX1346                          STATION RECOVERY (1976)
 JX1346
 JX1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1346'RECOVERED IN GOOD CONDITION.
 JX1346
 JX1346                          STATION RECOVERY (1988)
 JX1346
 JX1346'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1346'RECOVERED IN GOOD CONDITION.
 JX1346
 JX1346                          STATION RECOVERY (1998)
 JX1346
 JX1346'RECOVERY NOTE BY US POWER SQUADRON 1998
 JX1346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0242 ***********************************************************************
 JY0242  DESIGNATION -  H 232
 JY0242  PID         -  JY0242
 JY0242  STATE/COUNTY-  OH/MEIGS
 JY0242  USGS QUAD   -  SHADE (1992)
 JY0242
 JY0242                         *CURRENT SURVEY CONTROL
 JY0242  ___________________________________________________________________
 JY0242* NAD 83(1986)-  39 10 04.     (N)    082 01 17.     (W)     SCALED    
 JY0242* NAVD 88     -       201.613  (meters)     661.46   (feet)  ADJUSTED  
 JY0242  ___________________________________________________________________
 JY0242  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JY0242  DYNAMIC HT  -         201.487 (meters)     661.05  (feet)  COMP
 JY0242  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 JY0242
 JY0242  VERT ORDER  -  SECOND    CLASS 0
 JY0242
 JY0242.The horizontal coordinates were scaled from a topographic map and have
 JY0242.an estimated accuracy of +/- 6 seconds.
 JY0242
 JY0242.The orthometric height was determined by differential leveling
 JY0242.and adjusted by the National Geodetic Survey in June 1991..
 JY0242
 JY0242.The geoid height was determined by GEOID03.
 JY0242
 JY0242.The dynamic height is computed by dividing the NAVD 88
 JY0242.geopotential number by the normal gravity value computed on the
 JY0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0242.degrees latitude (g = 980.6199 gals.).
 JY0242
 JY0242.The modeled gravity was interpolated from observed gravity values.
 JY0242
 JY0242;                    North         East    Units  Estimated Accuracy
 JY0242;SPC OH S     -   129,750.      641,360.      MT  (+/- 180 meters Scaled)
 JY0242
 JY0242                          SUPERSEDED SURVEY CONTROL
 JY0242
 JY0242  NGVD 29 (??/??/92)  201.801  (m)          662.08   (f) ADJ UNCH    2 0
 JY0242
 JY0242.Superseded values are not recommended for survey control.
 JY0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0242.See file dsdata.txt to determine how the superseded data were derived.
 JY0242
 JY0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD117358(NAD 83)
 JY0242_MARKER: DB = BENCH MARK DISK
 JY0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0242_SP_SET: BRIDGE
 JY0242_STAMPING: H 232 1958
 JY0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0242
 JY0242  HISTORY     - Date     Condition        Report By
 JY0242  HISTORY     - 1958     MONUMENTED       CGS
 JY0242
 JY0242                          STATION DESCRIPTION
 JY0242
 JY0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0242'1.6 MI N FROM DARWIN.
 JY0242'ABOUT 1.65 MILES NORTH ALONG U.S. HIGHWAY 33 FROM THE JUNCTION
 JY0242'OF STATE HIGHWAY 680 AT DARWIN, 0.6 MILE NORTH OF AN OLD BRIDGE
 JY0242'OVER WEST BRANCH SHADE RIVER, 0.1 MILE NORTH OF BURSONS STORE
 JY0242'AT BURLINGHAM, 17 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 JY0242'AND AT OUTSIDE OF CURVE, IN TOP OF LOWER PART OF SOUTHWEST WING
 JY0242'WALL OF A 40-FOOT CONCRETE BRIDGE ACROSS A STREAM, 6 1/2 FEET WEST
 JY0242'OF THE EAST FACE OF BANISTER, AND ABOUT 2 FEET BELOW THE LEVEL
 JY0242'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1679 ***********************************************************************
 JY1679  DESIGNATION -  H 232 RESET
 JY1679  PID         -  JY1679
 JY1679  STATE/COUNTY-  OH/MEIGS
 JY1679  USGS QUAD   -  SHADE (1992)
 JY1679
 JY1679                         *CURRENT SURVEY CONTROL
 JY1679  ___________________________________________________________________
 JY1679* NAD 83(1986)-  39 10 04.     (N)    082 01 17.     (W)     SCALED    
 JY1679* NAVD 88     -       202.52   (meters)     664.4    (feet)  RESET     
 JY1679  ___________________________________________________________________
 JY1679  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JY1679
 JY1679  VERT ORDER  -  THIRD
 JY1679
 JY1679.The horizontal coordinates were scaled from a topographic map and have
 JY1679.an estimated accuracy of +/- 6 seconds.
 JY1679
 JY1679.The orthometric height was computed from unverified reset data.
 JY1679.No vertical observational check was made to the station.
 JY1679
 JY1679.The geoid height was determined by GEOID03.
 JY1679
 JY1679;                    North         East    Units  Estimated Accuracy
 JY1679;SPC OH S     -   129,750.      641,360.      MT  (+/- 180 meters Scaled)
 JY1679
 JY1679                          SUPERSEDED SURVEY CONTROL
 JY1679
 JY1679  NGVD 29 (10/13/05)  202.71   (m)          665.1    (f) RESET       3  
 JY1679
 JY1679.Superseded values are not recommended for survey control.
 JY1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1679.See file dsdata.txt to determine how the superseded data were derived.
 JY1679
 JY1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD117358(NAD 83)
 JY1679_MARKER: DV = VERTICAL CONTROL DISK
 JY1679_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JY1679_SP_SET: WINGWALL
 JY1679_STAMPING: H 232 RESET 1990
 JY1679_MARK LOGO: NGS   
 JY1679_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1679
 JY1679  HISTORY     - Date     Condition        Report By
 JY1679  HISTORY     - 1990     MONUMENTED       OHDT
 JY1679
 JY1679                          STATION DESCRIPTION
 JY1679
 JY1679'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 JY1679'1.65 MILES (2.66 KM) EAST ALONG US HIGHWAY 33 FROM THE JUNCTION OF
 JY1679'STATE HIGHWAY 681, DARWIN, 0.6 MILES (1.0 KM) EAST OF BRIDGE OVER
 JY1679'WEST BRANCH SHADE RIVER, 0.1 MILE (0.2 KM) EAST OF DRIVE-THRU AT
 JY1679'BURLINGHAM, 33 FEET (10.1 M) SOUTH OF CENTERLINE OF HIGHWAY, IN THE
 JY1679'WEST PART OF 50 FOOT (15.2 M) BRIDGE OVER A STREAM, AND ABOUT 0.5
 JY1679'FEET (15.2 CM) ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0255 ***********************************************************************
 JY0255  DESIGNATION -  H 233
 JY0255  PID         -  JY0255
 JY0255  STATE/COUNTY-  OH/ATHENS
 JY0255  USGS QUAD   -  SHADE (1992)
 JY0255
 JY0255                         *CURRENT SURVEY CONTROL
 JY0255  ___________________________________________________________________
 JY0255* NAD 83(1986)-  39 14 18.     (N)    082 06 46.     (W)     SCALED    
 JY0255* NAVD 88     -       219.325  (meters)     719.57   (feet)  ADJUSTED  
 JY0255  ___________________________________________________________________
 JY0255  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JY0255  DYNAMIC HT  -         219.189 (meters)     719.12  (feet)  COMP
 JY0255  MODELED GRAV-     980,004.0   (mgal)                       NAVD 88
 JY0255
 JY0255  VERT ORDER  -  SECOND    CLASS 0
 JY0255
 JY0255.The horizontal coordinates were scaled from a topographic map and have
 JY0255.an estimated accuracy of +/- 6 seconds.
 JY0255
 JY0255.The orthometric height was determined by differential leveling
 JY0255.and adjusted by the National Geodetic Survey in June 1991..
 JY0255
 JY0255.The geoid height was determined by GEOID03.
 JY0255
 JY0255.The dynamic height is computed by dividing the NAVD 88
 JY0255.geopotential number by the normal gravity value computed on the
 JY0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0255.degrees latitude (g = 980.6199 gals.).
 JY0255
 JY0255.The modeled gravity was interpolated from observed gravity values.
 JY0255
 JY0255;                    North         East    Units  Estimated Accuracy
 JY0255;SPC OH S     -   137,540.      633,430.      MT  (+/- 180 meters Scaled)
 JY0255
 JY0255                          SUPERSEDED SURVEY CONTROL
 JY0255
 JY0255  NGVD 29 (??/??/92)  219.502  (m)          720.15   (f) ADJ UNCH    2 0
 JY0255
 JY0255.Superseded values are not recommended for survey control.
 JY0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0255.See file dsdata.txt to determine how the superseded data were derived.
 JY0255
 JY0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD039438(NAD 83)
 JY0255_MARKER: DB = BENCH MARK DISK
 JY0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0255_SP_SET: BRIDGE
 JY0255_STAMPING: H 233 1958
 JY0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0255
 JY0255  HISTORY     - Date     Condition        Report By
 JY0255  HISTORY     - 1958     MONUMENTED       CGS
 JY0255  HISTORY     - 20021003 MARK NOT FOUND   INDIV
 JY0255
 JY0255                          STATION DESCRIPTION
 JY0255
 JY0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0255'0.6 MI W FROM PLEASANTON.
 JY0255'ABOUT 0.65 MILE WEST ALONG A BLACK TOP ROAD FROM THE METHODIST
 JY0255'CHURCH AND CEMETERY AT PLEASANTON, ABOUT 0.45 MILE EAST OF A
 JY0255'CROSSROAD AND PIPE LINE PUMPING STATION, IN THE TOP OF EAST END OF
 JY0255'SOUTH HEAD WALL OF A 16-FOOT CONCRETE BRIDGE, 16 1/2 FEET SOUTH OF
 JY0255'CENTER LINE OF ROAD, 164 FEET WEST OF CENTER LINE OF FISHER ROAD
 JY0255'LEADING SOUTH AND ABOUT LEVEL WITH ROAD.
 JY0255
 JY0255                          STATION RECOVERY (2002)
 JY0255
 JY0255'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TH)
 JY0255'MARK NOT FOUND ... DISK HAS BEEN REMOVED FROM BRIDGE, STEM REMAINS AT
 JY0255'DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1373 ***********************************************************************
 JX1373  DESIGNATION -  H 234
 JX1373  PID         -  JX1373
 JX1373  STATE/COUNTY-  OH/MEIGS
 JX1373  USGS QUAD   -  CHESTER (1994)
 JX1373
 JX1373                         *CURRENT SURVEY CONTROL
 JX1373  ___________________________________________________________________
 JX1373* NAD 83(1986)-  39 06 53.     (N)    081 54 55.     (W)     SCALED    
 JX1373* NAVD 88     -       213.748  (meters)     701.27   (feet)  ADJUSTED  
 JX1373  ___________________________________________________________________
 JX1373  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JX1373  DYNAMIC HT  -         213.613 (meters)     700.83  (feet)  COMP
 JX1373  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JX1373
 JX1373  VERT ORDER  -  SECOND    CLASS 0
 JX1373
 JX1373.The horizontal coordinates were scaled from a topographic map and have
 JX1373.an estimated accuracy of +/- 6 seconds.
 JX1373
 JX1373.The orthometric height was determined by differential leveling
 JX1373.and adjusted by the National Geodetic Survey in June 1991..
 JX1373
 JX1373.The geoid height was determined by GEOID03.
 JX1373
 JX1373.The dynamic height is computed by dividing the NAVD 88
 JX1373.geopotential number by the normal gravity value computed on the
 JX1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1373.degrees latitude (g = 980.6199 gals.).
 JX1373
 JX1373.The modeled gravity was interpolated from observed gravity values.
 JX1373
 JX1373;                    North         East    Units  Estimated Accuracy
 JX1373;SPC OH S     -   123,910.      650,570.      MT  (+/- 180 meters Scaled)
 JX1373
 JX1373                          SUPERSEDED SURVEY CONTROL
 JX1373
 JX1373  NGVD 29 (??/??/92)  213.934  (m)          701.88   (f) ADJ UNCH    2 0
 JX1373
 JX1373.Superseded values are not recommended for survey control.
 JX1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1373.See file dsdata.txt to determine how the superseded data were derived.
 JX1373
 JX1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD208299(NAD 83)
 JX1373_MARKER: DB = BENCH MARK DISK
 JX1373_SETTING: 66 = SET IN ROCK OUTCROP
 JX1373_SP_SET: ROCK CUT
 JX1373_STAMPING: H 234 1958
 JX1373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JX1373+STABILITY: POSITION/ELEVATION WELL
 JX1373
 JX1373  HISTORY     - Date     Condition        Report By
 JX1373  HISTORY     - 1958     MONUMENTED       CGS
 JX1373  HISTORY     - 1976     GOOD             NGS
 JX1373
 JX1373                          STATION DESCRIPTION
 JX1373
 JX1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1373'2 MI NE FROM CHESTER.
 JX1373'ABOUT 2.05 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE
 JX1373'JUNCTION OF STATE HIGHWAY 248 AT CHESTER, ABOUT 0.9 MILE NORTHEAST
 JX1373'OF BRIDGE OVER MIDDLE BRANCH OF SHADE RIVER, SET VERTICALLY IN
 JX1373'THE NORTHWEST FACE OF A 2 1/2-FOOT HIGH AND 9-FOOT WIDE LAYER OF
 JX1373'ROCK IN A ROCK CUT, 43 1/2 FEET SOUTHEAST OF CENTER LINE OF
 JX1373'HIGHWAY, 54 FEET SOUTHWEST OF NORTHEAST END OF CUT, 84 FEET
 JX1373'SOUTHWEST OF CENTER OF SOUTHEAST END OF A 4-FOOT CONCRETE BOX
 JX1373'CULVERT WHICH IS BETWEEN TWO CUTS, AND ABOUT 2 FEET ABOVE LEVEL
 JX1373'OF HIGHWAY.
 JX1373
 JX1373                          STATION RECOVERY (1976)
 JX1373
 JX1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1084 ***********************************************************************
 JX1084  DESIGNATION -  H 235 RESET
 JX1084  PID         -  JX1084
 JX1084  STATE/COUNTY-  OH/WASHINGTON
 JX1084  USGS QUAD   -  PARKERSBURG (1994)
 JX1084
 JX1084                         *CURRENT SURVEY CONTROL
 JX1084  ___________________________________________________________________
 JX1084* NAD 83(1986)-  39 19 53.     (N)    081 33 40.     (W)     SCALED    
 JX1084* NAVD 88     -       184.45   (+/-2cm)     605.1    (feet)  VERTCON   
 JX1084  ___________________________________________________________________
 JX1084  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX1084
 JX1084  VERT ORDER  -  THIRD (See Below)
 JX1084
 JX1084.The horizontal coordinates were scaled from a topographic map and have
 JX1084.an estimated accuracy of +/- 6 seconds.
 JX1084
 JX1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1084.The vertical order pertains to the NGVD 29 superseded value.
 JX1084
 JX1084.The geoid height was determined by GEOID03.
 JX1084
 JX1084;                    North         East    Units  Estimated Accuracy
 JX1084;SPC OH S     -   148,220.      680,950.      MT  (+/- 180 meters Scaled)
 JX1084
 JX1084                          SUPERSEDED SURVEY CONTROL
 JX1084
 JX1084  NGVD 29 (10/13/05)  184.63   (m)          605.7    (f) RESET       3  
 JX1084
 JX1084.Superseded values are not recommended for survey control.
 JX1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1084.See file dsdata.txt to determine how the superseded data were derived.
 JX1084
 JX1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD516537(NAD 83)
 JX1084_MARKER: DB = BENCH MARK DISK
 JX1084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1084_SP_SET: RETAINING WALL
 JX1084_STAMPING: H 235 RESET 1965
 JX1084_MARK LOGO: CGS   
 JX1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1084
 JX1084  HISTORY     - Date     Condition        Report By
 JX1084  HISTORY     - 1965     MONUMENTED       CGS
 JX1084
 JX1084                          STATION DESCRIPTION
 JX1084
 JX1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JX1084'3.8 MI N FROM BELPRE.
 JX1084'ABOUT 3.25 MILES NORTH ALONG STATE ROUTE 7 FROM THE JUNCTION OF
 JX1084'U.S. HIGHWAY 50 AND STATE ROUTE 7 NEAR THE WEST END OF THE
 JX1084'MEMORIAL TOLL BRIDGE IN NORTH BELPRE.  MARK IS CEMENTED IN A
 JX1084'DRILL HOLE IN THE TOP OF THE CEMENT CAP OF A STEEL PILING AND
 JX1084'CONCRETE RETAINING WALL ALONG THE EAST EDGE OF STATE ROUTE 7.  IT
 JX1084'IS 210 FEET NORTH OF TELEPHONE POLE ME 15 117, 40 FEET SOUTH OF
 JX1084'TELEPHONE POLE ME 15 118, 22 FEET EAST OF THE APPROXIMATE CENTER
 JX1084'OF STATE ROUTE 7, 1.4 FEET WEST OF THE EAST EDGE OF THE CONCRETE
 JX1084'CAP, AT THE 61ST. PILING SOUTH OF THE SOUTH END OF THE WALL,
 JX1084'AND AT THE 55TH. PILING NORTH OF THE NORTH END OF THE
 JX1084'WALL.  CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE
 JX1084'CONCRETE CAP AND THE DISK IS STAMPED H 235 RESET 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0796 ***********************************************************************
 JX0796  DESIGNATION -  H 236
 JX0796  PID         -  JX0796
 JX0796  STATE/COUNTY-  OH/WASHINGTON
 JX0796  USGS QUAD   -  LOWER SALEM (1994)
 JX0796
 JX0796                         *CURRENT SURVEY CONTROL
 JX0796  ___________________________________________________________________
 JX0796* NAD 83(1986)-  39 30 54.     (N)    081 28 45.     (W)     SCALED    
 JX0796* NAVD 88     -       191.805  (meters)     629.28   (feet)  ADJUSTED  
 JX0796  ___________________________________________________________________
 JX0796  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX0796  DYNAMIC HT  -         191.691 (meters)     628.91  (feet)  COMP
 JX0796  MODELED GRAV-     980,026.8   (mgal)                       NAVD 88
 JX0796
 JX0796  VERT ORDER  -  FIRST     CLASS II
 JX0796
 JX0796.The horizontal coordinates were scaled from a topographic map and have
 JX0796.an estimated accuracy of +/- 6 seconds.
 JX0796
 JX0796.The orthometric height was determined by differential leveling
 JX0796.and adjusted by the National Geodetic Survey in June 1991..
 JX0796
 JX0796.The geoid height was determined by GEOID03.
 JX0796
 JX0796.The dynamic height is computed by dividing the NAVD 88
 JX0796.geopotential number by the normal gravity value computed on the
 JX0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0796.degrees latitude (g = 980.6199 gals.).
 JX0796
 JX0796.The modeled gravity was interpolated from observed gravity values.
 JX0796
 JX0796;                    North         East    Units  Estimated Accuracy
 JX0796;SPC OH S     -   168,680.      687,780.      MT  (+/- 180 meters Scaled)
 JX0796
 JX0796                          SUPERSEDED SURVEY CONTROL
 JX0796
 JX0796  NGVD 29 (??/??/92)  191.984  (m)          629.87   (f) ADJ UNCH    1 2
 JX0796
 JX0796.Superseded values are not recommended for survey control.
 JX0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0796.See file dsdata.txt to determine how the superseded data were derived.
 JX0796
 JX0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD588740(NAD 83)
 JX0796_MARKER: DB = BENCH MARK DISK
 JX0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0796_STAMPING: H 236 1959
 JX0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0796+STABILITY: SURFACE MOTION
 JX0796
 JX0796  HISTORY     - Date     Condition        Report By
 JX0796  HISTORY     - 1959     MONUMENTED       CGS
 JX0796
 JX0796                          STATION DESCRIPTION
 JX0796
 JX0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX0796'1.8 MI SE FROM LOWELL.
 JX0796'ABOUT 1.8 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0796'FROM THE STATION AT LOWELL, AT MILEPOLE 61-03, AT A DRIVE LEADING
 JX0796'SOUTHWEST TO A CORN CRIB, IN THE FARMYARD AT A LARGE TWO-STORY
 JX0796'YELLOW PAINTED FARMHOUSE WITH RED BARN, 16 FEET NORTHEAST OF
 JX0796'THE NORTHEAST RAIL, 17 1/2 FEET SOUTHEAST OF THE CENTER LINE
 JX0796'OF THE DRIVE, 121 FEET NORTHWEST OF THE WEST CORNER OF STONE
 JX0796'FOUNDATION FOR BARN, 2 FEET NORTHWEST OF THE MILEPOLE, ABOUT
 JX0796'3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A
 JX0796'CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1532 ***********************************************************************
 JX1532  DESIGNATION -  H 237
 JX1532  PID         -  JX1532
 JX1532  STATE/COUNTY-  OH/WASHINGTON
 JX1532  USGS QUAD   -  BEVERLY (1994)
 JX1532
 JX1532                         *CURRENT SURVEY CONTROL
 JX1532  ___________________________________________________________________
 JX1532* NAD 83(1986)-  39 32 12.     (N)    081 43 14.     (W)     SCALED    
 JX1532* NAVD 88     -       195.612  (meters)     641.77   (feet)  ADJUSTED  
 JX1532  ___________________________________________________________________
 JX1532  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JX1532  DYNAMIC HT  -         195.493 (meters)     641.38  (feet)  COMP
 JX1532  MODELED GRAV-     980,018.8   (mgal)                       NAVD 88
 JX1532
 JX1532  VERT ORDER  -  FIRST     CLASS II
 JX1532
 JX1532.The horizontal coordinates were scaled from a topographic map and have
 JX1532.an estimated accuracy of +/- 6 seconds.
 JX1532
 JX1532.The orthometric height was determined by differential leveling
 JX1532.and adjusted by the National Geodetic Survey in June 1991..
 JX1532
 JX1532.The geoid height was determined by GEOID03.
 JX1532
 JX1532.The dynamic height is computed by dividing the NAVD 88
 JX1532.geopotential number by the normal gravity value computed on the
 JX1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1532.degrees latitude (g = 980.6199 gals.).
 JX1532
 JX1532.The modeled gravity was interpolated from observed gravity values.
 JX1532
 JX1532;                    North         East    Units  Estimated Accuracy
 JX1532;SPC OH S     -   170,880.      667,000.      MT  (+/- 180 meters Scaled)
 JX1532
 JX1532                          SUPERSEDED SURVEY CONTROL
 JX1532
 JX1532  NGVD 29 (??/??/92)  195.802  (m)          642.39   (f) ADJ UNCH    1 2
 JX1532
 JX1532.Superseded values are not recommended for survey control.
 JX1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1532.See file dsdata.txt to determine how the superseded data were derived.
 JX1532
 JX1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD380765(NAD 83)
 JX1532_MARKER: DB = BENCH MARK DISK
 JX1532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1532_SP_SET: STEP
 JX1532_STAMPING: H 237 1959
 JX1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1532
 JX1532  HISTORY     - Date     Condition        Report By
 JX1532  HISTORY     - 1959     MONUMENTED       CGS
 JX1532
 JX1532                          STATION DESCRIPTION
 JX1532
 JX1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1532'6 MI SE FROM STOCKPORT.
 JX1532'ABOUT 6.0 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1532'FROM THE STATION AT STOCKPORT, AT MILEPOLE 40-12, AT OLD LOCK
 JX1532'AND DAM NO. 5, 240 FEET WEST OF THE WEST RAIL, IN TOP OF THE
 JX1532'EAST (HIGH) WALL OF THE LOCK AT THE TOP OF THE STEPS THAT
 JX1532'LEADS UP FROM THE PART OF LOCK WALL THAT IS LEVEL WITH THE
 JX1532'GROUND, 2 FEET SOUTHEAST OF THE TOP OF STEPS, 1 FOOT WEST OF
 JX1532'THE EAST EDGE OF WALL, 18 YARDS NORTH OF THE SOUTH GATE TO
 JX1532'LOCK, 4 FEET ABOVE THE GROUND, AND ABOUT 10 FEET BELOW THE
 JX1532'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0162 ***********************************************************************
 KZ0162  DESIGNATION -  H 238
 KZ0162  PID         -  KZ0162
 KZ0162  STATE/COUNTY-  OH/WAYNE
 KZ0162  USGS QUAD   -  WEST SALEM (1981)
 KZ0162
 KZ0162                         *CURRENT SURVEY CONTROL
 KZ0162  ___________________________________________________________________
 KZ0162* NAD 83(1986)-  40 59 29.     (N)    082 06 37.     (W)     SCALED    
 KZ0162* NAVD 88     -       348.832  (meters)    1144.46   (feet)  ADJUSTED  
 KZ0162  ___________________________________________________________________
 KZ0162  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KZ0162  DYNAMIC HT  -         348.681 (meters)    1143.96  (feet)  COMP
 KZ0162  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 KZ0162
 KZ0162  VERT ORDER  -  SECOND    CLASS 0
 KZ0162
 KZ0162.The horizontal coordinates were scaled from a topographic map and have
 KZ0162.an estimated accuracy of +/- 6 seconds.
 KZ0162
 KZ0162.The orthometric height was determined by differential leveling
 KZ0162.and adjusted by the National Geodetic Survey in June 1991..
 KZ0162
 KZ0162.The geoid height was determined by GEOID03.
 KZ0162
 KZ0162.The dynamic height is computed by dividing the NAVD 88
 KZ0162.geopotential number by the normal gravity value computed on the
 KZ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0162.degrees latitude (g = 980.6199 gals.).
 KZ0162
 KZ0162.The modeled gravity was interpolated from observed gravity values.
 KZ0162
 KZ0162;                    North         East    Units  Estimated Accuracy
 KZ0162;SPC OH N     -   147,180.      632,790.      MT  (+/- 180 meters Scaled)
 KZ0162
 KZ0162                          SUPERSEDED SURVEY CONTROL
 KZ0162
 KZ0162  NGVD 29 (??/??/92)  349.028  (m)         1145.10   (f) ADJ UNCH    2 0
 KZ0162
 KZ0162.Superseded values are not recommended for survey control.
 KZ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0162.See file dsdata.txt to determine how the superseded data were derived.
 KZ0162
 KZ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF066383(NAD 83)
 KZ0162_MARKER: DB = BENCH MARK DISK
 KZ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0162_STAMPING: H 238 1959
 KZ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0162+STABILITY: SURFACE MOTION
 KZ0162
 KZ0162  HISTORY     - Date     Condition        Report By
 KZ0162  HISTORY     - 1959     MONUMENTED       CGS
 KZ0162  HISTORY     - 1987     GOOD             OHDT
 KZ0162
 KZ0162                          STATION DESCRIPTION
 KZ0162
 KZ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0162'1.4 MI N FROM WEST SALEM.
 KZ0162'ABOUT 1.35 MILES NORTH ALONG STATE HIGHWAY 301 FROM THE INTERSECTION
 KZ0162'OF U.S. HIGHWAY 42 AT WEST SALEM, ABOUT 2.55 MILES SOUTHEAST ALONG
 KZ0162'STATE HIGHWAY 301 FROM THE INTERSECTION OF U.S. HIGHWAY 224 AT
 KZ0162'HOMERVILLE, MEDINA COUNTY, AT THE WAYNE - MEDINA COUNTY LINE, AT
 KZ0162'THE INTERSECTION OF MEDINA COUNTY ROAD 111, 27 FEET WEST OF THE
 KZ0162'CENTER LINE OF HIGHWAY 301, 29 FEET SOUTH OF THE CENTER LINE OF
 KZ0162'ROAD 111, 38 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 56 1/2
 KZ0162'FEET WEST OF AND ACROSS THE HIGHWAY FROM A POWER LINE POLE (JUNCTION
 KZ0162'POLE) AND IS IN LINE WITH THE ROW OF POLES TO THE WEST, 2 FEET
 KZ0162'EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION,
 KZ0162'AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0162
 KZ0162                          STATION RECOVERY (1987)
 KZ0162
 KZ0162'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DMK)
 KZ0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0018 ***********************************************************************
 KZ0018  DESIGNATION -  H 239
 KZ0018  PID         -  KZ0018
 KZ0018  STATE/COUNTY-  OH/WAYNE
 KZ0018  USGS QUAD   -  WEST SALEM (1981)
 KZ0018
 KZ0018                         *CURRENT SURVEY CONTROL
 KZ0018  ___________________________________________________________________
 KZ0018* NAD 83(1986)-  40 53 41.     (N)    082 00 35.     (W)     SCALED    
 KZ0018* NAVD 88     -       271.350  (meters)     890.25   (feet)  ADJUSTED  
 KZ0018  ___________________________________________________________________
 KZ0018  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KZ0018  DYNAMIC HT  -         271.229 (meters)     889.86  (feet)  COMP
 KZ0018  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 KZ0018
 KZ0018  VERT ORDER  -  SECOND    CLASS 0
 KZ0018
 KZ0018.The horizontal coordinates were scaled from a topographic map and have
 KZ0018.an estimated accuracy of +/- 6 seconds.
 KZ0018
 KZ0018.The orthometric height was determined by differential leveling
 KZ0018.and adjusted by the National Geodetic Survey in June 1991..
 KZ0018
 KZ0018.The geoid height was determined by GEOID03.
 KZ0018
 KZ0018.The dynamic height is computed by dividing the NAVD 88
 KZ0018.geopotential number by the normal gravity value computed on the
 KZ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0018.degrees latitude (g = 980.6199 gals.).
 KZ0018
 KZ0018.The modeled gravity was interpolated from observed gravity values.
 KZ0018
 KZ0018;                    North         East    Units  Estimated Accuracy
 KZ0018;SPC OH N     -   136,490.      641,310.      MT  (+/- 180 meters Scaled)
 KZ0018
 KZ0018                          SUPERSEDED SURVEY CONTROL
 KZ0018
 KZ0018  NGVD 29 (??/??/92)  271.557  (m)          890.93   (f) ADJ UNCH    2 0
 KZ0018
 KZ0018.Superseded values are not recommended for survey control.
 KZ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0018.See file dsdata.txt to determine how the superseded data were derived.
 KZ0018
 KZ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF149275(NAD 83)
 KZ0018_MARKER: DB = BENCH MARK DISK
 KZ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0018_STAMPING: H 239 1959
 KZ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0018+STABILITY: SURFACE MOTION
 KZ0018
 KZ0018  HISTORY     - Date     Condition        Report By
 KZ0018  HISTORY     - 1959     MONUMENTED       CGS
 KZ0018  HISTORY     - 1969     GOOD             NGS
 KZ0018  HISTORY     - 1987     GOOD             OHDT
 KZ0018
 KZ0018                          STATION DESCRIPTION
 KZ0018
 KZ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0018'1 MI S FROM ARMSTRONG.
 KZ0018'ABOUT 1.0 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ0018'THE CROSSING OF COUNTY ROAD 186 AT ARMSTRONG, AT THE CROSSING OF
 KZ0018'COUNTY ROAD 186, 34 FEET EAST OF EAST RAIL, 23 FEET SOUTH OF CENTER
 KZ0018'LINE OF ROAD, 40 FEET SOUTHEAST OF CENTER OF CROSSING, 39 FEET
 KZ0018'NORTHEAST OF NORTHEAST CORNER OF RAILROAD BRIDGE NO. 214 OVER A
 KZ0018'SMALL STREAM, 10 FEET EAST OF CROSSING SIGN POST, 40 FEET WEST OF
 KZ0018'A POWER POLE, 2 1/2 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET
 KZ0018'NORTH OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF
 KZ0018'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0018'NOTE-- MARK IS ABOUT 2.25 MILES NORTH ALONG COUNTY ROAD 186 FROM THE
 KZ0018'JUNCTION OF COUNTY ROAD 22 AT OVERTON, WAYNE COUNTY.
 KZ0018
 KZ0018                          STATION RECOVERY (1969)
 KZ0018
 KZ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KZ0018'RECOVERED IN GOOD CONDITION.
 KZ0018
 KZ0018                          STATION RECOVERY (1987)
 KZ0018
 KZ0018'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0103 ***********************************************************************
 KZ0103  DESIGNATION -  H 240
 KZ0103  PID         -  KZ0103
 KZ0103  STATE/COUNTY-  OH/ASHLAND
 KZ0103  USGS QUAD   -  ASHLAND NORTH (1972)
 KZ0103
 KZ0103                         *CURRENT SURVEY CONTROL
 KZ0103  ___________________________________________________________________
 KZ0103* NAD 83(1986)-  40 59 34.     (N)    082 15 43.     (W)     SCALED    
 KZ0103* NAVD 88     -       352.518  (meters)    1156.55   (feet)  ADJUSTED  
 KZ0103  ___________________________________________________________________
 KZ0103  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KZ0103  DYNAMIC HT  -         352.361 (meters)    1156.04  (feet)  COMP
 KZ0103  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 KZ0103
 KZ0103  VERT ORDER  -  SECOND    CLASS 0
 KZ0103
 KZ0103.The horizontal coordinates were scaled from a topographic map and have
 KZ0103.an estimated accuracy of +/- 6 seconds.
 KZ0103
 KZ0103.The orthometric height was determined by differential leveling
 KZ0103.and adjusted by the National Geodetic Survey in June 1991..
 KZ0103
 KZ0103.The geoid height was determined by GEOID03.
 KZ0103
 KZ0103.The dynamic height is computed by dividing the NAVD 88
 KZ0103.geopotential number by the normal gravity value computed on the
 KZ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0103.degrees latitude (g = 980.6199 gals.).
 KZ0103
 KZ0103.The modeled gravity was interpolated from observed gravity values.
 KZ0103
 KZ0103;                    North         East    Units  Estimated Accuracy
 KZ0103;SPC OH N     -   147,290.      620,030.      MT  (+/- 180 meters Scaled)
 KZ0103
 KZ0103                          SUPERSEDED SURVEY CONTROL
 KZ0103
 KZ0103  NGVD 29 (??/??/92)  352.692  (m)         1157.12   (f) ADJ UNCH    2 0
 KZ0103
 KZ0103.Superseded values are not recommended for survey control.
 KZ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0103.See file dsdata.txt to determine how the superseded data were derived.
 KZ0103
 KZ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF938387(NAD 83)
 KZ0103_MARKER: DB = BENCH MARK DISK
 KZ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0103_STAMPING: H 240 1959
 KZ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0103+STABILITY: SURFACE MOTION
 KZ0103
 KZ0103  HISTORY     - Date     Condition        Report By
 KZ0103  HISTORY     - 1959     MONUMENTED       CGS
 KZ0103  HISTORY     - 1987     GOOD             OHDT
 KZ0103  HISTORY     - 1991     GOOD             USPSQD
 KZ0103
 KZ0103                          STATION DESCRIPTION
 KZ0103
 KZ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0103'4.6 MI SW FROM SULLIVAN.
 KZ0103'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 58 FROM THE INTERSECTION
 KZ0103'OF U.S. HIGHWAY 224 AT SULLIVAN, THENCE ABOUT 2.05 MILES
 KZ0103'WEST ALONG COUNTY ROAD 11, 1.0 MILE WEST OF A SMALL CEMETERY
 KZ0103'ON THE SOUTH SIDE OF THE ROAD, AT THE JUNCTION OF ASHLAND
 KZ0103'COUNTY ROAD 230 LEADING NORTH, 24 FEET SOUTH OF THE CENTER
 KZ0103'LINE OF ROAD 11, 31 FEET EAST OF THE EXTENDED CENTER LINE OF
 KZ0103'ROAD 230, 16 FEET EAST OF A 48-INCH OAK TREE, 2 FEET NORTH
 KZ0103'OF A FENCE LINE, 40 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 KZ0103'OF ROADS, 2 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT
 KZ0103'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE
 KZ0103'POST PROJECTING 5 INCHES.
 KZ0103
 KZ0103                          STATION RECOVERY (1987)
 KZ0103
 KZ0103'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0103'RECOVERED IN GOOD CONDITION.
 KZ0103
 KZ0103                          STATION RECOVERY (1991)
 KZ0103
 KZ0103'RECOVERY NOTE BY US POWER SQUADRON 1991 (DE)
 KZ0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0185 ***********************************************************************
 KZ0185  DESIGNATION -  H 241
 KZ0185  PID         -  KZ0185
 KZ0185  STATE/COUNTY-  OH/WAYNE
 KZ0185  USGS QUAD   -  WEST SALEM (1981)
 KZ0185
 KZ0185                         *CURRENT SURVEY CONTROL
 KZ0185  ___________________________________________________________________
 KZ0185* NAD 83(1986)-  40 54 55.     (N)    082 06 56.     (W)     SCALED    
 KZ0185* NAVD 88     -       311.439  (meters)    1021.78   (feet)  ADJUSTED  
 KZ0185  ___________________________________________________________________
 KZ0185  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KZ0185  DYNAMIC HT  -         311.301 (meters)    1021.33  (feet)  COMP
 KZ0185  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 KZ0185
 KZ0185  VERT ORDER  -  SECOND    CLASS 0
 KZ0185
 KZ0185.The horizontal coordinates were scaled from a topographic map and have
 KZ0185.an estimated accuracy of +/- 6 seconds.
 KZ0185
 KZ0185.The orthometric height was determined by differential leveling
 KZ0185.and adjusted by the National Geodetic Survey in June 1991..
 KZ0185
 KZ0185.The geoid height was determined by GEOID03.
 KZ0185
 KZ0185.The dynamic height is computed by dividing the NAVD 88
 KZ0185.geopotential number by the normal gravity value computed on the
 KZ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0185.degrees latitude (g = 980.6199 gals.).
 KZ0185
 KZ0185.The modeled gravity was interpolated from observed gravity values.
 KZ0185
 KZ0185;                    North         East    Units  Estimated Accuracy
 KZ0185;SPC OH N     -   138,720.      632,390.      MT  (+/- 180 meters Scaled)
 KZ0185
 KZ0185                          SUPERSEDED SURVEY CONTROL
 KZ0185
 KZ0185  NGVD 29 (??/??/92)  311.636  (m)         1022.43   (f) ADJ UNCH    2 0
 KZ0185
 KZ0185.Superseded values are not recommended for survey control.
 KZ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0185.See file dsdata.txt to determine how the superseded data were derived.
 KZ0185
 KZ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF060299(NAD 83)
 KZ0185_MARKER: DB = BENCH MARK DISK
 KZ0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0185_SP_SET: ABUTMENT
 KZ0185_STAMPING: H 241 1959
 KZ0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0185
 KZ0185  HISTORY     - Date     Condition        Report By
 KZ0185  HISTORY     - 1959     MONUMENTED       CGS
 KZ0185  HISTORY     - 1970     GOOD             NGS
 KZ0185  HISTORY     - 1987     GOOD             OHDT
 KZ0185
 KZ0185                          STATION DESCRIPTION
 KZ0185
 KZ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0185'0.4 MI W FROM PLEASANT HOME.
 KZ0185'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 604 FROM THE SOUTH
 KZ0185'JUNCTION OF STATE HIGHWAY 301 AT PLEASANT HOME, 0.65 MILE EAST
 KZ0185'OF THE WAYNE-ASHLAND COUNTY LINE, 22 FEET SOUTH OF THE CENTER LINE
 KZ0185'OF THE HIGHWAY, IN TOP OF THE SOUTH END OF THE FOURTH STEP-DOWN
 KZ0185'TO THE EAST ABUTMENT TO A 30-FOOT BRIDGE OVER A SMALL STREAM, 1
 KZ0185'FOOT NORTH OF THE SOUTH END OF THE STEP, AND ABOUT 4 FEET BELOW
 KZ0185'THE LEVEL OF THE HIGHWAY.
 KZ0185
 KZ0185                          STATION RECOVERY (1970)
 KZ0185
 KZ0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0185'RECOVERED IN GOOD CONDITION.
 KZ0185
 KZ0185                          STATION RECOVERY (1987)
 KZ0185
 KZ0185'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0159 ***********************************************************************
 KZ0159  DESIGNATION -  H 242
 KZ0159  PID         -  KZ0159
 KZ0159  STATE/COUNTY-  OH/ASHLAND
 KZ0159  USGS QUAD   -  ASHLAND NORTH (1972)
 KZ0159
 KZ0159                         *CURRENT SURVEY CONTROL
 KZ0159  ___________________________________________________________________
 KZ0159* NAD 83(1986)-  40 56 45.     (N)    082 15 56.     (W)     SCALED    
 KZ0159* NAVD 88     -       319.935  (meters)    1049.65   (feet)  ADJUSTED  
 KZ0159  ___________________________________________________________________
 KZ0159  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KZ0159  DYNAMIC HT  -         319.791 (meters)    1049.18  (feet)  COMP
 KZ0159  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 KZ0159
 KZ0159  VERT ORDER  -  SECOND    CLASS 0
 KZ0159
 KZ0159.The horizontal coordinates were scaled from a topographic map and have
 KZ0159.an estimated accuracy of +/- 6 seconds.
 KZ0159
 KZ0159.The orthometric height was determined by differential leveling
 KZ0159.and adjusted by the National Geodetic Survey in June 1991..
 KZ0159
 KZ0159.The geoid height was determined by GEOID03.
 KZ0159
 KZ0159.The dynamic height is computed by dividing the NAVD 88
 KZ0159.geopotential number by the normal gravity value computed on the
 KZ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0159.degrees latitude (g = 980.6199 gals.).
 KZ0159
 KZ0159.The modeled gravity was interpolated from observed gravity values.
 KZ0159
 KZ0159;                    North         East    Units  Estimated Accuracy
 KZ0159;SPC OH N     -   142,070.      619,740.      MT  (+/- 180 meters Scaled)
 KZ0159
 KZ0159                          SUPERSEDED SURVEY CONTROL
 KZ0159
 KZ0159  NGVD 29 (??/??/92)  320.116  (m)         1050.25   (f) ADJ UNCH    2 0
 KZ0159
 KZ0159.Superseded values are not recommended for survey control.
 KZ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0159.See file dsdata.txt to determine how the superseded data were derived.
 KZ0159
 KZ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF934335(NAD 83)
 KZ0159_MARKER: DB = BENCH MARK DISK
 KZ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0159_STAMPING: H 242 1959
 KZ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0159+STABILITY: SURFACE MOTION
 KZ0159
 KZ0159  HISTORY     - Date     Condition        Report By
 KZ0159  HISTORY     - 1959     MONUMENTED       CGS
 KZ0159  HISTORY     - 1970     GOOD             NGS
 KZ0159  HISTORY     - 1987     GOOD             OHDT
 KZ0159  HISTORY     - 1991     GOOD             USPSQD
 KZ0159
 KZ0159                          STATION DESCRIPTION
 KZ0159
 KZ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0159'2 MI NE FROM NANKIN.
 KZ0159'ABOUT 1.95 MILES NORTHEAST ALONG STATE HIGHWAY 58 FROM THE
 KZ0159'INTERSECTION OF STATE HIGHWAY 302 AT NANKIN, 0.8 MILE SOUTHWEST
 KZ0159'OF A 55-FOOT CONCRETE BRIDGE OVER JEROME FORK OF ORANGE CREEK,
 KZ0159'AT THE JUNCTION OF ORANGE TWP ROAD 195 LEADING WEST, 34 FEET WEST
 KZ0159'OF THE CENTER LINE OF HIGHWAY, 17 1/2 FEET SOUTH OF THE CENTER LINE
 KZ0159'OF ROAD 195, 44 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 KZ0159'1 1/2 FEET NORTHEAST OF THE FIRST TELEPHONE POLE SOUTH OF ROAD 195,
 KZ0159'3 1/2 FEET SOUTHWEST OF TWP ROAD 195 STEEL POST SUPPORTING SIGN,
 KZ0159'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP
 KZ0159'OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0159
 KZ0159                          STATION RECOVERY (1970)
 KZ0159
 KZ0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0159'RECOVERED IN GOOD CONDITION.
 KZ0159
 KZ0159                          STATION RECOVERY (1987)
 KZ0159
 KZ0159'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0159'RECOVERED IN GOOD CONDITION.
 KZ0159
 KZ0159                          STATION RECOVERY (1991)
 KZ0159
 KZ0159'RECOVERY NOTE BY US POWER SQUADRON 1991 (DE)
 KZ0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0254 ***********************************************************************
 KZ0254  DESIGNATION -  H 243
 KZ0254  PID         -  KZ0254
 KZ0254  STATE/COUNTY-  OH/ASHLAND
 KZ0254  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0254
 KZ0254                         *CURRENT SURVEY CONTROL
 KZ0254  ___________________________________________________________________
 KZ0254* NAD 83(1986)-  40 51 23.     (N)    082 11 37.     (W)     SCALED    
 KZ0254* NAVD 88     -       359.877  (meters)    1180.70   (feet)  ADJUSTED  
 KZ0254  ___________________________________________________________________
 KZ0254  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KZ0254  DYNAMIC HT  -         359.714 (meters)    1180.16  (feet)  COMP
 KZ0254  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 KZ0254
 KZ0254  VERT ORDER  -  SECOND    CLASS 0
 KZ0254
 KZ0254.The horizontal coordinates were scaled from a topographic map and have
 KZ0254.an estimated accuracy of +/- 6 seconds.
 KZ0254
 KZ0254.The orthometric height was determined by differential leveling
 KZ0254.and adjusted by the National Geodetic Survey in June 1991..
 KZ0254
 KZ0254.The geoid height was determined by GEOID03.
 KZ0254
 KZ0254.The dynamic height is computed by dividing the NAVD 88
 KZ0254.geopotential number by the normal gravity value computed on the
 KZ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0254.degrees latitude (g = 980.6199 gals.).
 KZ0254
 KZ0254.The modeled gravity was interpolated from observed gravity values.
 KZ0254
 KZ0254;                    North         East    Units  Estimated Accuracy
 KZ0254;SPC OH N     -   132,160.      625,830.      MT  (+/- 180 meters Scaled)
 KZ0254
 KZ0254                          SUPERSEDED SURVEY CONTROL
 KZ0254
 KZ0254  NGVD 29 (??/??/92)  360.066  (m)         1181.32   (f) ADJ UNCH    2 0
 KZ0254
 KZ0254.Superseded values are not recommended for survey control.
 KZ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0254.See file dsdata.txt to determine how the superseded data were derived.
 KZ0254
 KZ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF993235(NAD 83)
 KZ0254_MARKER: DB = BENCH MARK DISK
 KZ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0254_STAMPING: H 243 1959
 KZ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0254+STABILITY: SURFACE MOTION
 KZ0254
 KZ0254  HISTORY     - Date     Condition        Report By
 KZ0254  HISTORY     - 1959     MONUMENTED       CGS
 KZ0254  HISTORY     - 1970     GOOD             NGS
 KZ0254  HISTORY     - 1987     GOOD             OHDT
 KZ0254
 KZ0254                          STATION DESCRIPTION
 KZ0254
 KZ0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0254'2 MI W FROM ROWSBURG.
 KZ0254'ABOUT 2.0 MILES WEST ALONG U.S. HIGHWAY 250 FROM THE INTERSECTION
 KZ0254'OF PERRY TWP ROAD 46 AT ROWSBURG, 1.1 MILES EAST OF THE INTERSECTION
 KZ0254'OF STATE HIGHWAY 89, AT THE JUNCTION OF PERRY TWP ROAD 202
 KZ0254'LEADING SOUTH, 35 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 KZ0254'HIGHWAY, 22 FEET WEST OF THE CENTER LINE OF ROAD 202, 43 FEET
 KZ0254'SOUTHWEST OF THE CENTER OF THE JUNCTION, 13 1/2 FEET SOUTH OF
 KZ0254'THE WEST END OF A 18-INCH PIPE CULVERT, 5 1/2 FEET SOUTHWEST
 KZ0254'OF THE TWP ROAD MARKER SIGN POST, 2 FEET EAST OF A STEEL WITNESS
 KZ0254'POST, 2 FEET NORTH OF A FENCE LINE, ABOUT 1 FOOT BELOW THE
 KZ0254'LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KZ0254'3 INCHES.
 KZ0254
 KZ0254                          STATION RECOVERY (1970)
 KZ0254
 KZ0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0254'RECOVERED IN GOOD CONDITION.
 KZ0254
 KZ0254                          STATION RECOVERY (1987)
 KZ0254
 KZ0254'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0231 ***********************************************************************
 KZ0231  DESIGNATION -  H 244
 KZ0231  PID         -  KZ0231
 KZ0231  STATE/COUNTY-  OH/ASHLAND
 KZ0231  USGS QUAD   -  ASHLAND NORTH (1972)
 KZ0231
 KZ0231                         *CURRENT SURVEY CONTROL
 KZ0231  ___________________________________________________________________
 KZ0231* NAD 83(1986)-  40 53 35.     (N)    082 19 06.     (W)     SCALED    
 KZ0231* NAVD 88     -       319.814  (meters)    1049.26   (feet)  ADJUSTED  
 KZ0231  ___________________________________________________________________
 KZ0231  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KZ0231  DYNAMIC HT  -         319.667 (meters)    1048.77  (feet)  COMP
 KZ0231  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 KZ0231
 KZ0231  VERT ORDER  -  SECOND    CLASS 0
 KZ0231
 KZ0231.This mark is at Ashland Airport (3G4)
 KZ0231
 KZ0231.The horizontal coordinates were scaled from a topographic map and have
 KZ0231.an estimated accuracy of +/- 6 seconds.
 KZ0231
 KZ0231.The orthometric height was determined by differential leveling
 KZ0231.and adjusted by the National Geodetic Survey in June 1991..
 KZ0231
 KZ0231.The geoid height was determined by GEOID03.
 KZ0231
 KZ0231.The dynamic height is computed by dividing the NAVD 88
 KZ0231.geopotential number by the normal gravity value computed on the
 KZ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0231.degrees latitude (g = 980.6199 gals.).
 KZ0231
 KZ0231.The modeled gravity was interpolated from observed gravity values.
 KZ0231
 KZ0231;                    North         East    Units  Estimated Accuracy
 KZ0231;SPC OH N     -   136,200.      615,310.      MT  (+/- 180 meters Scaled)
 KZ0231
 KZ0231                          SUPERSEDED SURVEY CONTROL
 KZ0231
 KZ0231  NGVD 29 (??/??/92)  319.992  (m)         1049.84   (f) ADJ UNCH    2 0
 KZ0231
 KZ0231.Superseded values are not recommended for survey control.
 KZ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0231.See file dsdata.txt to determine how the superseded data were derived.
 KZ0231
 KZ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF889277(NAD 83)
 KZ0231_MARKER: DB = BENCH MARK DISK
 KZ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0231_STAMPING: H 244 1959
 KZ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0231+STABILITY: SURFACE MOTION
 KZ0231
 KZ0231  HISTORY     - Date     Condition        Report By
 KZ0231  HISTORY     - 1959     MONUMENTED       CGS
 KZ0231  HISTORY     - 1970     GOOD             NGS
 KZ0231  HISTORY     - 1987     GOOD             OHDT
 KZ0231
 KZ0231                          STATION DESCRIPTION
 KZ0231
 KZ0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0231'1.8 MI N FROM ASHLAND.
 KZ0231'ABOUT 1.75 MILES NORTH ALONG STATE HIGHWAY 511 FROM THE POST
 KZ0231'OFFICE AT ASHLAND, AT THE ASHLAND AIRPORT, ABOUT 0.5 MILE EAST
 KZ0231'OF THE ADMINISTRATION BUILDING, AT THE EAST END OF THE EAST-WEST
 KZ0231'RUNWAY, 54 FEET SOUTH OF THE CENTER LINE OF THE RUNWAY, 245
 KZ0231'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 511, 52 1/2
 KZ0231'FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL TILE BARN, 4
 KZ0231'FEET NORTHWEST OF A 4-INCH CEDAR TREE, 1/2 FOOT SOUTH OF A STEEL
 KZ0231'WITNESS POST, ABOUT LEVEL WITH THE END OF RUNWAY, AND SET IN
 KZ0231'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE- THIS MARK CAN
 KZ0231'BE REACHED BY GOING ABOUT 1.55 MILES NORTHWEST ALONG U.S.
 KZ0231'HIGHWAY 250 FROM THE POST OFFICE AT ASHLAND, THENCE ABOUT 0.5
 KZ0231'MILE EAST ALONG THE EAST-WEST RUNWAY AT ASHLAND AIRPORT.
 KZ0231
 KZ0231                          STATION RECOVERY (1970)
 KZ0231
 KZ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0231'RECOVERED IN GOOD CONDITION.
 KZ0231
 KZ0231                          STATION RECOVERY (1987)
 KZ0231
 KZ0231'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DMK)
 KZ0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1563 ***********************************************************************
 KY1563  DESIGNATION -  H 245
 KY1563  PID         -  KY1563
 KY1563  STATE/COUNTY-  OH/MUSKINGUM
 KY1563  USGS QUAD   -  ADAMSVILLE (1994)
 KY1563
 KY1563                         *CURRENT SURVEY CONTROL
 KY1563  ___________________________________________________________________
 KY1563* NAD 83(1986)-  40 01 21.     (N)    081 59 44.     (W)     SCALED    
 KY1563* NAVD 88     -       223.688  (meters)     733.88   (feet)  ADJUSTED  
 KY1563  ___________________________________________________________________
 KY1563  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KY1563  DYNAMIC HT  -         223.568 (meters)     733.49  (feet)  COMP
 KY1563  MODELED GRAV-     980,085.9   (mgal)                       NAVD 88
 KY1563
 KY1563  VERT ORDER  -  FIRST     CLASS II
 KY1563
 KY1563.The horizontal coordinates were scaled from a topographic map and have
 KY1563.an estimated accuracy of +/- 6 seconds.
 KY1563
 KY1563.The orthometric height was determined by differential leveling
 KY1563.and adjusted by the National Geodetic Survey in June 1991..
 KY1563
 KY1563.The geoid height was determined by GEOID03.
 KY1563
 KY1563.The dynamic height is computed by dividing the NAVD 88
 KY1563.geopotential number by the normal gravity value computed on the
 KY1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1563.degrees latitude (g = 980.6199 gals.).
 KY1563
 KY1563.The modeled gravity was interpolated from observed gravity values.
 KY1563
 KY1563;                    North         East    Units  Estimated Accuracy
 KY1563;SPC OH S     -   224,650.      643,060.      MT  (+/- 180 meters Scaled)
 KY1563
 KY1563                          SUPERSEDED SURVEY CONTROL
 KY1563
 KY1563  NGVD 29 (??/??/92)  223.902  (m)          734.59   (f) ADJ UNCH    1 2
 KY1563
 KY1563.Superseded values are not recommended for survey control.
 KY1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1563.See file dsdata.txt to determine how the superseded data were derived.
 KY1563
 KY1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME150307(NAD 83)
 KY1563_MARKER: DB = BENCH MARK DISK
 KY1563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1563_SP_SET: CULVERT
 KY1563_STAMPING: H 245 1959
 KY1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1563
 KY1563  HISTORY     - Date     Condition        Report By
 KY1563  HISTORY     - 1959     MONUMENTED       CGS
 KY1563
 KY1563                          STATION DESCRIPTION
 KY1563
 KY1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1563'6 MI N FROM ZANESVILLE.
 KY1563'ABOUT 5.95 MILES NORTH ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 KY1563'RAILROAD FROM THE STATION AT ZANESVILLE, 0.25 MILE NORTH OF
 KY1563'MILEPOST 138, BETWEEN MILEPOLES 137+28 AND 137+27, 188 YARDS NORTH
 KY1563'OF THE CROSSING OF COUNTY ROAD 150, 7 FEET WEST OF THE WEST
 KY1563'RAIL AND AT OUTSIDE OF A CURVE, IN TOP OF THE NORTH END OF THE
 KY1563'WEST HEAD WALL OF A 8-FOOT CONCRETE CULVERT UNDER THE RAILROAD,
 KY1563'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1514 ***********************************************************************
 JX1514  DESIGNATION -  H 246
 JX1514  PID         -  JX1514
 JX1514  STATE/COUNTY-  OH/MORGAN
 JX1514  USGS QUAD   -  STOCKPORT (1994)
 JX1514
 JX1514                         *CURRENT SURVEY CONTROL
 JX1514  ___________________________________________________________________
 JX1514* NAD 83(1986)-  39 35 24.     (N)    081 47 36.     (W)     SCALED    
 JX1514* NAVD 88     -       201.823  (meters)     662.15   (feet)  ADJUSTED  
 JX1514  ___________________________________________________________________
 JX1514  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JX1514  DYNAMIC HT  -         201.702 (meters)     661.75  (feet)  COMP
 JX1514  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 JX1514
 JX1514  VERT ORDER  -  FIRST     CLASS II
 JX1514
 JX1514.The horizontal coordinates were scaled from a topographic map and have
 JX1514.an estimated accuracy of +/- 6 seconds.
 JX1514
 JX1514.The orthometric height was determined by differential leveling
 JX1514.and adjusted by the National Geodetic Survey in June 1991..
 JX1514
 JX1514.The geoid height was determined by GEOID03.
 JX1514
 JX1514.The dynamic height is computed by dividing the NAVD 88
 JX1514.geopotential number by the normal gravity value computed on the
 JX1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1514.degrees latitude (g = 980.6199 gals.).
 JX1514
 JX1514.The modeled gravity was interpolated from observed gravity values.
 JX1514
 JX1514;                    North         East    Units  Estimated Accuracy
 JX1514;SPC OH S     -   176,750.      660,700.      MT  (+/- 180 meters Scaled)
 JX1514
 JX1514                          SUPERSEDED SURVEY CONTROL
 JX1514
 JX1514  NGVD 29 (??/??/92)  202.022  (m)          662.80   (f) ADJ UNCH    1 2
 JX1514
 JX1514.Superseded values are not recommended for survey control.
 JX1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1514.See file dsdata.txt to determine how the superseded data were derived.
 JX1514
 JX1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD318825(NAD 83)
 JX1514_MARKER: DB = BENCH MARK DISK
 JX1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1514_STAMPING: H 246 1959
 JX1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1514+STABILITY: SURFACE MOTION
 JX1514
 JX1514  HISTORY     - Date     Condition        Report By
 JX1514  HISTORY     - 1959     MONUMENTED       CGS
 JX1514  HISTORY     - 1972     GOOD             OHHD
 JX1514
 JX1514                          STATION DESCRIPTION
 JX1514
 JX1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1514'3.7 MI N FROM STOCKPORT.
 JX1514'ABOUT 3.7 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1514'THE STATION AT STOCKPORT, ACROSS THE TRACK FROM POINT BETWEEN
 JX1514'MILEPOLES 30+21 AND 30+22, 12 1/2 FEET SOUTH OF THE SOUTH RAIL,
 JX1514'59 1/2 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM MILEPOLE
 JX1514'30+21, 8 FEET EAST OF THE CENTER LINE OF A TRAIL ROAD LEADING
 JX1514'SOUTH, 64 FEET WEST OF THE SOUTH END OF A 60-INCH PIPE CULVERT
 JX1514'FOR A SMALL CREEK UNDER RAILROAD, 2 FEET NORTHWEST OF CROSSING
 JX1514'SIGN 5269, 18 1/2 FEET SOUTHEAST OF THE CENTER OF CROSSING OF
 JX1514'TRACK AND TRAIL ROAD, 43 FEET SOUTH OF AND ACROSS THE TRACK FROM
 JX1514'THE CENTER LINE OF BLACK TOP ROAD PARALLELING THE TRACK, ABOUT
 JX1514'LEVEL WITH THE TRACK, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 JX1514'TRAIL ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 JX1514'INCHES.  NOTE-- SET NEW WITNESS POST AND SIGN.
 JX1514
 JX1514                          STATION RECOVERY (1972)
 JX1514
 JX1514'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1972
 JX1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1484 ***********************************************************************
 JX1484  DESIGNATION -  H 247
 JX1484  PID         -  JX1484
 JX1484  STATE/COUNTY-  OH/MUSKINGUM
 JX1484  USGS QUAD   -  PHILO (1994)
 JX1484
 JX1484                         *CURRENT SURVEY CONTROL
 JX1484  ___________________________________________________________________
 JX1484* NAD 83(1986)-  39 49 08.     (N)    081 53 48.     (W)     SCALED    
 JX1484* NAVD 88     -       212.334  (meters)     696.63   (feet)  ADJUSTED  
 JX1484  ___________________________________________________________________
 JX1484  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JX1484  DYNAMIC HT  -         212.217 (meters)     696.25  (feet)  COMP
 JX1484  MODELED GRAV-     980,069.0   (mgal)                       NAVD 88
 JX1484
 JX1484  VERT ORDER  -  FIRST     CLASS II
 JX1484
 JX1484.The horizontal coordinates were scaled from a topographic map and have
 JX1484.an estimated accuracy of +/- 6 seconds.
 JX1484
 JX1484.The orthometric height was determined by differential leveling
 JX1484.and adjusted by the National Geodetic Survey in June 1991..
 JX1484
 JX1484.The geoid height was determined by GEOID03.
 JX1484
 JX1484.The dynamic height is computed by dividing the NAVD 88
 JX1484.geopotential number by the normal gravity value computed on the
 JX1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1484.degrees latitude (g = 980.6199 gals.).
 JX1484
 JX1484.The modeled gravity was interpolated from observed gravity values.
 JX1484
 JX1484;                    North         East    Units  Estimated Accuracy
 JX1484;SPC OH S     -   202,100.      651,660.      MT  (+/- 180 meters Scaled)
 JX1484
 JX1484                          SUPERSEDED SURVEY CONTROL
 JX1484
 JX1484  NGVD 29 (??/??/92)  212.549  (m)          697.34   (f) ADJ UNCH    1 2
 JX1484
 JX1484.Superseded values are not recommended for survey control.
 JX1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1484.See file dsdata.txt to determine how the superseded data were derived.
 JX1484
 JX1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME232080(NAD 83)
 JX1484_MARKER: DB = BENCH MARK DISK
 JX1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1484_STAMPING: H 247 1959
 JX1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1484+STABILITY: SURFACE MOTION
 JX1484
 JX1484  HISTORY     - Date     Condition        Report By
 JX1484  HISTORY     - 1959     MONUMENTED       CGS
 JX1484
 JX1484                          STATION DESCRIPTION
 JX1484
 JX1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1484'3.4 MI S FROM PHILO.
 JX1484'ABOUT 3.35 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1484'FROM THE STATION AT PHILO, 135 YARDS NORTH OF A SMALL WOODEN
 JX1484'RAILROAD BRIDGE ON STONE ABUTMENTS, ACROSS THE TRACK FROM
 JX1484'POINT BETWEEN MILEPOLES 10+18 AND 10+19, IN SECTION 17, T-12-N
 JX1484'R-12-W, 19 1/2 FEET WEST OF THE WEST RAIL, 26 1/2 FEET SOUTHWEST
 JX1484'OF THE CENTER OF CROSSING OF A PRIVATE DRIVE LEADING SOUTHWEST
 JX1484'TO A BARN AND OIL TANK, 1 1/2 FEET EAST OF A WIRE FENCE, 12 1/2
 JX1484'FEET SOUTH OF THE CENTER OF A GATE, 2 FEET SOUTH OF A STEEL
 JX1484'WITNESS POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK,
 JX1484'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 JX1484'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0250 ***********************************************************************
 MC0250  DESIGNATION -  H 248
 MC0250  PID         -  MC0250
 MC0250  STATE/COUNTY-  OH/HURON
 MC0250  USGS QUAD   -  GREENWICH (1977)
 MC0250
 MC0250                         *CURRENT SURVEY CONTROL
 MC0250  ___________________________________________________________________
 MC0250* NAD 83(1986)-  41 02 43.     (N)    082 36 34.     (W)     SCALED    
 MC0250* NAVD 88     -       307.862  (meters)    1010.04   (feet)  ADJUSTED  
 MC0250  ___________________________________________________________________
 MC0250  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 MC0250  DYNAMIC HT  -         307.721 (meters)    1009.58  (feet)  COMP
 MC0250  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 MC0250
 MC0250  VERT ORDER  -  SECOND    CLASS 0
 MC0250
 MC0250.The horizontal coordinates were scaled from a topographic map and have
 MC0250.an estimated accuracy of +/- 6 seconds.
 MC0250
 MC0250.The orthometric height was determined by differential leveling
 MC0250.and adjusted by the National Geodetic Survey in June 1991..
 MC0250
 MC0250.The geoid height was determined by GEOID03.
 MC0250
 MC0250.The dynamic height is computed by dividing the NAVD 88
 MC0250.geopotential number by the normal gravity value computed on the
 MC0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0250.degrees latitude (g = 980.6199 gals.).
 MC0250
 MC0250.The modeled gravity was interpolated from observed gravity values.
 MC0250
 MC0250;                    North         East    Units  Estimated Accuracy
 MC0250;SPC OH N     -   153,100.      590,800.      MT  (+/- 180 meters Scaled)
 MC0250
 MC0250                          SUPERSEDED SURVEY CONTROL
 MC0250
 MC0250  NGVD 29 (??/??/92)  308.019  (m)         1010.56   (f) ADJ UNCH    2 0
 MC0250
 MC0250.Superseded values are not recommended for survey control.
 MC0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0250.See file dsdata.txt to determine how the superseded data were derived.
 MC0250
 MC0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF647450(NAD 83)
 MC0250_MARKER: DB = BENCH MARK DISK
 MC0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0250_SP_SET: CULVERT
 MC0250_STAMPING: H 248 1959
 MC0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0250
 MC0250  HISTORY     - Date     Condition        Report By
 MC0250  HISTORY     - 1959     MONUMENTED       CGS
 MC0250  HISTORY     - 1987     GOOD             OHDT
 MC0250
 MC0250                          STATION DESCRIPTION
 MC0250
 MC0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MC0250'0.6 MI S FROM BOUGHTONVLLE.
 MC0250'ABOUT 0.65 MILE SOUTH ALONG NEW STATE ROAD FROM THE CROSSING OF
 MC0250'THE BALTIMORE AND OHIO RAILROAD AT BOUGHTONVILLE, ABOUT 1.0
 MC0250'MILE NORTH ALONG NEW STATE ROAD FROM INTERSECTION OF U.S.
 MC0250'HIGHWAY 224 AT DELPHI, AT THE JUNCTION OF GREEN BUSH ROAD LEADING
 MC0250'WEST, 17 FEET WEST OF CENTER LINE OF NEW STATE ROAD, 23 1/2 FEET
 MC0250'NORTH OF CENTER LINE OF GREEN BUSH ROAD, IN THE TOP OF NORTH END
 MC0250'OF RIGHT ANGLE SHAPED CONCRETE HEAD WALL OF A PIPE CULVERT AND
 MC0250'ABOUT LEVEL WITH THE ROADS.
 MC0250
 MC0250                          STATION RECOVERY (1987)
 MC0250
 MC0250'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1055 ***********************************************************************
 KZ1055  DESIGNATION -  H 249
 KZ1055  PID         -  KZ1055
 KZ1055  STATE/COUNTY-  OH/RICHLAND
 KZ1055  USGS QUAD   -  SHELBY (1980)
 KZ1055
 KZ1055                         *CURRENT SURVEY CONTROL
 KZ1055  ___________________________________________________________________
 KZ1055* NAD 83(1995)-  40 52 37.32418(N)    082 41 52.84170(W)     ADJUSTED  
 KZ1055* NAVD 88     -       343.205  (meters)    1126.00   (feet)  ADJUSTED  
 KZ1055  ___________________________________________________________________
 KZ1055  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KZ1055  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KZ1055  DYNAMIC HT  -         343.039 (meters)    1125.45  (feet)  COMP
 KZ1055  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 KZ1055
 KZ1055  HORZ ORDER  -  SECOND
 KZ1055  VERT ORDER  -  FIRST     CLASS I
 KZ1055
 KZ1055.The horizontal coordinates were established by classical geodetic methods
 KZ1055.and adjusted by the National Geodetic Survey in April 1998..
 KZ1055
 KZ1055.The orthometric height was determined by differential leveling
 KZ1055.and adjusted by the National Geodetic Survey in June 1991..
 KZ1055
 KZ1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1055
 KZ1055.The geoid height was determined by GEOID03.
 KZ1055
 KZ1055.The dynamic height is computed by dividing the NAVD 88
 KZ1055.geopotential number by the normal gravity value computed on the
 KZ1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1055.degrees latitude (g = 980.6199 gals.).
 KZ1055
 KZ1055.The modeled gravity was interpolated from observed gravity values.
 KZ1055
 KZ1055;                    North         East     Units Scale Factor Converg.
 KZ1055;SPC OH N     -   134,425.175   583,310.274   MT  0.99994465   -0 07 48.3
 KZ1055;UTM  17      - 4,526,494.534   356,926.507   MT  0.99985195   -1 06 41.2
 KZ1055
 KZ1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1055!SPC OH N     -   0.99995154  x   0.99994465  =   0.99989619
 KZ1055!UTM  17      -   0.99995154  x   0.99985195  =   0.99980350
 KZ1055
 KZ1055                          SUPERSEDED SURVEY CONTROL
 KZ1055
 KZ1055  NAD 83(1986)-  40 52 37.33085(N)    082 41 52.85521(W) AD(       ) 2
 KZ1055  NAD 27      -  40 52 37.12807(N)    082 41 53.21549(W) AD(       ) 2
 KZ1055  NGVD 29 (??/??/92)  343.351  (m)         1126.48   (f) ADJ UNCH    1 1
 KZ1055
 KZ1055.Superseded values are not recommended for survey control.
 KZ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1055.See file dsdata.txt to determine how the superseded data were derived.
 KZ1055
 KZ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5692726495(NAD 83)
 KZ1055_MARKER: DB = BENCH MARK DISK
 KZ1055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1055_SP_SET: BUILDING
 KZ1055_STAMPING: H 249 1959
 KZ1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ1055+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 KZ1055
 KZ1055  HISTORY     - Date     Condition        Report By
 KZ1055  HISTORY     - 1959     MONUMENTED       CGS
 KZ1055  HISTORY     - 1967     GOOD             NGS
 KZ1055  HISTORY     - 1973     GOOD             OHDT
 KZ1055  HISTORY     - 1987     GOOD             OHDT
 KZ1055  HISTORY     - 1991     GOOD             USPSQD
 KZ1055  HISTORY     - 20040528 GOOD             USPSQD
 KZ1055  HISTORY     - 20050915 GOOD             USPSQD
 KZ1055
 KZ1055                          STATION DESCRIPTION
 KZ1055
 KZ1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1055'THE STATION IS ABOUT 2.0 MILES WEST OF SHELBY, ON THE WEST SIDE
 KZ1055'OF THE SHELBY SKY
 KZ1055'HAVEN AIRPORT.
 KZ1055'
 KZ1055'THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 KZ1055'STAMPED H 249 1959, CEMENTED IN
 KZ1055'A DRILL HOLE (VERTICALLY) IN THE NORTH WALL AND NEAR THE NORTHWEST
 KZ1055'CORNER OF THE AMERICAN TOWER COMPANY
 KZ1055'OFFICE BUILDING.  IT PROJECTS ABOUT 18 INCHES ABOVE
 KZ1055'THE SURFACE OF THE GROUND.
 KZ1055'
 KZ1055'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION AMERITE,
 KZ1055'DISTANCE BEING 55.431 METERS
 KZ1055'(181.86 FEET) WEST OF STATION AMERITE.
 KZ1055
 KZ1055                          STATION RECOVERY (1967)
 KZ1055
 KZ1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ1055'1.7 MI W FROM SHELBY.
 KZ1055'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 96 AND 39 FROM THE
 KZ1055'CROSSING OF THE NEW YORK CENTRAL RAILROAD AT SHELBY, AT THE
 KZ1055'AMERICAN TOWER LANDING STRIP, NEAR THE AMERITE TOWER MFG. COMPANY,
 KZ1055'SET VERTICALLY IN THE NORTH FACE OF THE PLANT BUILDING LOCATED
 KZ1055'AT THE WEST END OF THE OFFICE BUILDING, 47 1/2 FEET SOUTH OF THE
 KZ1055'CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE NORTHWEST CORNER
 KZ1055'OF THE BUILDING, 1.4 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT
 KZ1055'LEVEL WITH THE HIGHWAY.
 KZ1055
 KZ1055                          STATION RECOVERY (1973)
 KZ1055
 KZ1055'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1055'RECOVERED IN GOOD CONDITION.
 KZ1055
 KZ1055                          STATION RECOVERY (1987)
 KZ1055
 KZ1055'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1055'RECOVERED IN GOOD CONDITION.
 KZ1055
 KZ1055                          STATION RECOVERY (1991)
 KZ1055
 KZ1055'RECOVERY NOTE BY US POWER SQUADRON 1991 (TF)
 KZ1055'RECOVERED IN GOOD CONDITION.
 KZ1055
 KZ1055                          STATION RECOVERY (2004)
 KZ1055
 KZ1055'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1055'RECOVERED IN GOOD CONDITION.
 KZ1055
 KZ1055                          STATION RECOVERY (2005)
 KZ1055
 KZ1055'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0648 ***********************************************************************
 KZ0648  DESIGNATION -  H 25
 KZ0648  PID         -  KZ0648
 KZ0648  STATE/COUNTY-  OH/HARDIN
 KZ0648  USGS QUAD   -  MT VICTORY (1980)
 KZ0648
 KZ0648                         *CURRENT SURVEY CONTROL
 KZ0648  ___________________________________________________________________
 KZ0648* NAD 83(1986)-  40 31 10.     (N)    083 33 48.     (W)     SCALED    
 KZ0648* NAVD 88     -       320.861  (meters)    1052.69   (feet)  ADJUSTED  
 KZ0648  ___________________________________________________________________
 KZ0648  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 KZ0648  DYNAMIC HT  -         320.693 (meters)    1052.14  (feet)  COMP
 KZ0648  MODELED GRAV-     980,093.2   (mgal)                       NAVD 88
 KZ0648
 KZ0648  VERT ORDER  -  SECOND    CLASS 0
 KZ0648
 KZ0648.The horizontal coordinates were scaled from a topographic map and have
 KZ0648.an estimated accuracy of +/- 6 seconds.
 KZ0648
 KZ0648.The orthometric height was determined by differential leveling
 KZ0648.and adjusted by the National Geodetic Survey in June 1991..
 KZ0648.WARNING-Repeat measurements at this control monument indicate possible
 KZ0648.vertical movement.
 KZ0648
 KZ0648.The geoid height was determined by GEOID03.
 KZ0648
 KZ0648.The dynamic height is computed by dividing the NAVD 88
 KZ0648.geopotential number by the normal gravity value computed on the
 KZ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0648.degrees latitude (g = 980.6199 gals.).
 KZ0648
 KZ0648.The modeled gravity was interpolated from observed gravity values.
 KZ0648
 KZ0648;                    North         East    Units  Estimated Accuracy
 KZ0648;SPC OH N     -    95,250.      509,890.      MT  (+/- 180 meters Scaled)
 KZ0648
 KZ0648                          SUPERSEDED SURVEY CONTROL
 KZ0648
 KZ0648  NGVD 29 (??/??/92)  321.050  (m)         1053.31   (f) ADJ UNCH    2 0
 KZ0648
 KZ0648.Superseded values are not recommended for survey control.
 KZ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0648.See file dsdata.txt to determine how the superseded data were derived.
 KZ0648
 KZ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE828885(NAD 83)
 KZ0648_MARKER: DB = BENCH MARK DISK
 KZ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0648_STAMPING: H 25 1934
 KZ0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0648+STABILITY: SURFACE MOTION
 KZ0648
 KZ0648  HISTORY     - Date     Condition        Report By
 KZ0648  HISTORY     - 1934     MONUMENTED       CGS
 KZ0648  HISTORY     - 1936     GOOD             NGS
 KZ0648
 KZ0648                          STATION DESCRIPTION
 KZ0648
 KZ0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ0648'AT RIDGEWAY.
 KZ0648'AT RIDGEWAY, HARDIN COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 26
 KZ0648'YARDS SOUTHEAST OF THE CENTER OF THE CROSSING OF THE CLEVELAND,
 KZ0648'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY, 3.5 FEET SOUTHWEST
 KZ0648'OF THE SOUTHWEST CORNER OF THE HAYES TOWER, 23.8 FEET EAST OF THE
 KZ0648'EAST RAIL OF THE N.Y.C.R.R., AND ABOUT 1-1/2 FEET LOWER THAN THE
 KZ0648'TRACK.  A STANDARD DISK, STAMPED H 25 1934 AND SET IN THE TOP OF A
 KZ0648'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0340 ***********************************************************************
 KZ0340  DESIGNATION -  H 250
 KZ0340  PID         -  KZ0340
 KZ0340  STATE/COUNTY-  OH/ASHLAND
 KZ0340  USGS QUAD   -  PERRYSVILLE (1981)
 KZ0340
 KZ0340                         *CURRENT SURVEY CONTROL
 KZ0340  ___________________________________________________________________
 KZ0340* NAD 83(1986)-  40 41 57.     (N)    082 19 39.     (W)     SCALED    
 KZ0340* NAVD 88     -       305.626  (meters)    1002.71   (feet)  ADJUSTED  
 KZ0340  ___________________________________________________________________
 KZ0340  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KZ0340  DYNAMIC HT  -         305.480 (meters)    1002.23  (feet)  COMP
 KZ0340  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 KZ0340
 KZ0340  VERT ORDER  -  SECOND    CLASS 0
 KZ0340
 KZ0340.The horizontal coordinates were scaled from a topographic map and have
 KZ0340.an estimated accuracy of +/- 6 seconds.
 KZ0340
 KZ0340.The orthometric height was determined by differential leveling
 KZ0340.and adjusted by the National Geodetic Survey in June 1991..
 KZ0340
 KZ0340.The geoid height was determined by GEOID03.
 KZ0340
 KZ0340.The dynamic height is computed by dividing the NAVD 88
 KZ0340.geopotential number by the normal gravity value computed on the
 KZ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0340.degrees latitude (g = 980.6199 gals.).
 KZ0340
 KZ0340.The modeled gravity was interpolated from observed gravity values.
 KZ0340
 KZ0340;                    North         East    Units  Estimated Accuracy
 KZ0340;SPC OH N     -   114,670.      614,580.      MT  (+/- 180 meters Scaled)
 KZ0340
 KZ0340                          SUPERSEDED SURVEY CONTROL
 KZ0340
 KZ0340  NGVD 29 (??/??/92)  305.799  (m)         1003.28   (f) ADJ UNCH    2 0
 KZ0340
 KZ0340.Superseded values are not recommended for survey control.
 KZ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0340.See file dsdata.txt to determine how the superseded data were derived.
 KZ0340
 KZ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF878062(NAD 83)
 KZ0340_MARKER: DB = BENCH MARK DISK
 KZ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0340_STAMPING: H 250 1959
 KZ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0340+STABILITY: SURFACE MOTION
 KZ0340
 KZ0340  HISTORY     - Date     Condition        Report By
 KZ0340  HISTORY     - 1959     MONUMENTED       CGS
 KZ0340  HISTORY     - 1970     GOOD             NGS
 KZ0340  HISTORY     - 1990     GOOD             USPSQD
 KZ0340
 KZ0340                          STATION DESCRIPTION
 KZ0340
 KZ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0340'3.4 MI NW FROM PERRYSVILLE.
 KZ0340'ABOUT 3.4 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE
 KZ0340'SCHOOL AT PERRYSVILLE, 0.35 MILE SOUTHEAST OF THE JUNCTION OF
 KZ0340'COUNTY ROAD 18 LEADING SOUTHWEST, 36 FEET NORTHEAST OF THE
 KZ0340'CENTER LINE OF HIGHWAY AND AT OUTSIDE OF A CURVE, 1 FOOT
 KZ0340'SOUTHWEST OF A WIRE FENCE, 112 1/2 FEET SOUTHEAST OF THE
 KZ0340'NORTHEAST END OF A 24-INCH CAST IRON PIPE CULVERT UNDER THE
 KZ0340'HIGHWAY, 60 FEET SOUTHEAST OF POWER LINE POLE E 19 8 9, SUPPORTING
 KZ0340'A TRANSFORMER, 64 YARDS NORTHWEST OF A GATE IN FENCE AND
 KZ0340'TWO-STORY FARMHOUSE ON OPPOSITE SIDE OF HIGHWAY, 2 1/2 FEET
 KZ0340'SOUTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 KZ0340'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0340
 KZ0340                          STATION RECOVERY (1970)
 KZ0340
 KZ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0340'RECOVERED IN GOOD CONDITION.
 KZ0340
 KZ0340                          STATION RECOVERY (1990)
 KZ0340
 KZ0340'RECOVERY NOTE BY US POWER SQUADRON 1990 (BN)
 KZ0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0308 ***********************************************************************
 KZ0308  DESIGNATION -  H 251
 KZ0308  PID         -  KZ0308
 KZ0308  STATE/COUNTY-  OH/RICHLAND
 KZ0308  USGS QUAD   -  LUCAS (1961)
 KZ0308
 KZ0308                         *CURRENT SURVEY CONTROL
 KZ0308  ___________________________________________________________________
 KZ0308* NAD 83(1986)-  40 39 18.     (N)    082 23 42.     (W)     SCALED    
 KZ0308* NAVD 88     -       336.766  (meters)    1104.87   (feet)  POSTED    
 KZ0308  ___________________________________________________________________
 KZ0308  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KZ0308  DYNAMIC HT  -         336.600 (meters)    1104.33  (feet)  COMP
 KZ0308  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 KZ0308
 KZ0308  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KZ0308
 KZ0308.The horizontal coordinates were scaled from a topographic map and have
 KZ0308.an estimated accuracy of +/- 6 seconds.
 KZ0308
 KZ0308.The orthometric height was determined by differential leveling
 KZ0308.and adjusted by the National Geodetic Survey in 1992..
 KZ0308.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KZ0308.rate of 4.1 thru 8.0 mm/km.
 KZ0308
 KZ0308.The geoid height was determined by GEOID03.
 KZ0308
 KZ0308.The dynamic height is computed by dividing the NAVD 88
 KZ0308.geopotential number by the normal gravity value computed on the
 KZ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0308.degrees latitude (g = 980.6199 gals.).
 KZ0308
 KZ0308.The modeled gravity was interpolated from observed gravity values.
 KZ0308
 KZ0308;                    North         East    Units  Estimated Accuracy
 KZ0308;SPC OH N     -   109,760.      608,880.      MT  (+/- 180 meters Scaled)
 KZ0308
 KZ0308                          SUPERSEDED SURVEY CONTROL
 KZ0308
 KZ0308  NGVD 29 (??/??/92)  336.942  (m)         1105.45   (f) ADJ UNCH    2 0
 KZ0308
 KZ0308.Superseded values are not recommended for survey control.
 KZ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0308.See file dsdata.txt to determine how the superseded data were derived.
 KZ0308
 KZ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF820013(NAD 83)
 KZ0308_MARKER: DB = BENCH MARK DISK
 KZ0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0308_SP_SET: CULVERT
 KZ0308_STAMPING: H 251 1959
 KZ0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0308
 KZ0308  HISTORY     - Date     Condition        Report By
 KZ0308  HISTORY     - 1959     MONUMENTED       CGS
 KZ0308  HISTORY     - 1971     GOOD             NGS
 KZ0308  HISTORY     - 1987     GOOD             USPSQD
 KZ0308
 KZ0308                          STATION DESCRIPTION
 KZ0308
 KZ0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0308'0.6 MI SE FROM PLEASANT VALLEY.
 KZ0308'ABOUT 0.6 MILE SOUTHEAST ALONG PLEASANT VALLEY ROAD FROM THE
 KZ0308'LUTHERAN CHURCH AT PLEASANT VALLEY, 0.1 MILE NORTHWEST OF THE
 KZ0308'JUNCTION OF BROMFIELD ROAD LEADING SOUTH, 0.15 MILE NORTHWEST OF
 KZ0308'A 15-FOOT CONCRETE BRIDGE OVER A CREEK BRANCH, 22 FEET NORTHEAST
 KZ0308'OF THE CENTER LINE OF ROAD, SET VERTICALLY IN THE SOUTHWEST FACE
 KZ0308'OF A 5-FOOT-HIGH CUT ROCK IN ROCK CUT, 3 FEET ABOVE THE GROUND,
 KZ0308'38 FEET SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 KZ0308'HEAD WALL OF A 12-INCH PIPE CULVERT, AND ABOUT 4 FEET ABOVE THE
 KZ0308'LEVEL OF ROAD.
 KZ0308
 KZ0308                          STATION RECOVERY (1971)
 KZ0308
 KZ0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0308'RECOVERED IN GOOD CONDITION.
 KZ0308
 KZ0308                          STATION RECOVERY (1987)
 KZ0308
 KZ0308'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0321 ***********************************************************************
 KZ0321  DESIGNATION -  H 252
 KZ0321  PID         -  KZ0321
 KZ0321  STATE/COUNTY-  OH/RICHLAND
 KZ0321  USGS QUAD   -  LUCAS (1961)
 KZ0321
 KZ0321                         *CURRENT SURVEY CONTROL
 KZ0321  ___________________________________________________________________
 KZ0321* NAD 83(1986)-  40 42 02.     (N)    082 22 43.     (W)     SCALED    
 KZ0321* NAVD 88     -       314.365  (meters)    1031.38   (feet)  ADJUSTED  
 KZ0321  ___________________________________________________________________
 KZ0321  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KZ0321  DYNAMIC HT  -         314.214 (meters)    1030.88  (feet)  COMP
 KZ0321  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 KZ0321
 KZ0321  VERT ORDER  -  SECOND    CLASS 0
 KZ0321
 KZ0321.The horizontal coordinates were scaled from a topographic map and have
 KZ0321.an estimated accuracy of +/- 6 seconds.
 KZ0321
 KZ0321.The orthometric height was determined by differential leveling
 KZ0321.and adjusted by the National Geodetic Survey in June 1991..
 KZ0321
 KZ0321.The geoid height was determined by GEOID03.
 KZ0321
 KZ0321.The dynamic height is computed by dividing the NAVD 88
 KZ0321.geopotential number by the normal gravity value computed on the
 KZ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0321.degrees latitude (g = 980.6199 gals.).
 KZ0321
 KZ0321.The modeled gravity was interpolated from observed gravity values.
 KZ0321
 KZ0321;                    North         East    Units  Estimated Accuracy
 KZ0321;SPC OH N     -   114,820.      610,260.      MT  (+/- 180 meters Scaled)
 KZ0321
 KZ0321                          SUPERSEDED SURVEY CONTROL
 KZ0321
 KZ0321  NGVD 29 (??/??/92)  314.538  (m)         1031.95   (f) ADJ UNCH    2 0
 KZ0321
 KZ0321.Superseded values are not recommended for survey control.
 KZ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0321.See file dsdata.txt to determine how the superseded data were derived.
 KZ0321
 KZ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF835064(NAD 83)
 KZ0321_MARKER: DB = BENCH MARK DISK
 KZ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0321_STAMPING: H 252 1959
 KZ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0321+STABILITY: SURFACE MOTION
 KZ0321
 KZ0321  HISTORY     - Date     Condition        Report By
 KZ0321  HISTORY     - 1959     MONUMENTED       CGS
 KZ0321  HISTORY     - 1987     GOOD             USPSQD
 KZ0321
 KZ0321                          STATION DESCRIPTION
 KZ0321
 KZ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0321'5.8 MI S FROM MIFFLIN.
 KZ0321'ABOUT 5.85 MILES SOUTH ALONG STATE HIGHWAY 603 FROM THE
 KZ0321'JUNCTION OF U.S. HIGHWAY 30 AT MIFFLIN, 0.8 MILE SOUTH OF THE
 KZ0321'INTERSECTION OF STATE HIGHWAY 39, 0.15 MILE NORTH OF A STEEL
 KZ0321'BRIDGE OVER ROCKY FORK MOHICAN RIVER, 0.05 MILE SOUTHWEST OF
 KZ0321'THE OVERPASS OF HIGHWAY 603 OVER THE PENNSYLVANIA RAILROAD,
 KZ0321'89 FEET WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION OF KAYLOR
 KZ0321'ROAD LEADING WEST-SOUTHWEST, 14 FEET SOUTH-SOUTHEAST OF THE
 KZ0321'CENTER LINE OF KAYLOR ROAD, 1 FOOT NORTH-NORTHWEST OF A WIRE
 KZ0321'FENCE, 48 FEET WEST-SOUTHWEST OF METAL ROAD SIGN KAYLOR ROAD,
 KZ0321'32 FEET SOUTH OF AND ACROSS THE ROAD FROM THE OLD ROAD SIGN
 KZ0321'KAYLOR ROAD, 2 FEET EAST-NORTHEAST OF A STEEL WITNESS POST, ABOUT
 KZ0321'LEVEL WITH KAYLOR ROAD, AND SET IN TOP OF A CONCRETE POST
 KZ0321'PROJECTING 4 INCHES.
 KZ0321
 KZ0321                          STATION RECOVERY (1987)
 KZ0321
 KZ0321'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0322 ***********************************************************************
 KZ0322  DESIGNATION -  H 252 RESET
 KZ0322  PID         -  KZ0322
 KZ0322  STATE/COUNTY-  OH/RICHLAND
 KZ0322  USGS QUAD   -  LUCAS (1961)
 KZ0322
 KZ0322                         *CURRENT SURVEY CONTROL
 KZ0322  ___________________________________________________________________
 KZ0322* NAD 83(1986)-  40 42 02.     (N)    082 22 43.     (W)     SCALED    
 KZ0322* NAVD 88     -       319.94   (+/-2cm)    1049.7    (feet)  VERTCON   
 KZ0322  ___________________________________________________________________
 KZ0322  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KZ0322
 KZ0322  VERT ORDER  -  THIRD (See Below)
 KZ0322
 KZ0322.The horizontal coordinates were scaled from a topographic map and have
 KZ0322.an estimated accuracy of +/- 6 seconds.
 KZ0322
 KZ0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ0322.The vertical order pertains to the NGVD 29 superseded value.
 KZ0322
 KZ0322.The geoid height was determined by GEOID03.
 KZ0322
 KZ0322;                    North         East    Units  Estimated Accuracy
 KZ0322;SPC OH N     -   114,820.      610,260.      MT  (+/- 180 meters Scaled)
 KZ0322
 KZ0322                          SUPERSEDED SURVEY CONTROL
 KZ0322
 KZ0322  NGVD 29 (??/??/??)  320.11   (m)         1050.2    (f) RESET       3  
 KZ0322
 KZ0322.Superseded values are not recommended for survey control.
 KZ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0322.See file dsdata.txt to determine how the superseded data were derived.
 KZ0322
 KZ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF835064(NAD 83)
 KZ0322_MARKER: DB = BENCH MARK DISK
 KZ0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0322_SP_SET: ABUTMENT
 KZ0322_STAMPING: H 252 RESET 1965
 KZ0322_MARK LOGO: CGS   
 KZ0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0322
 KZ0322  HISTORY     - Date     Condition        Report By
 KZ0322  HISTORY     - 1965     MONUMENTED       OHHD
 KZ0322  HISTORY     - 1987     POOR             USPSQD
 KZ0322  HISTORY     - 1990     POOR             USPSQD
 KZ0322
 KZ0322                          STATION DESCRIPTION
 KZ0322
 KZ0322'DESCRIBED BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1965
 KZ0322'5.8 MI S FROM MIFFLIN.
 KZ0322'ABOUT 5.85 MILES SOUTH ALONG S.R. 603 FROM THE JUNCTION OF
 KZ0322'U.S. HIGHWAY 30 AT MIFFLIN, 0.8 MILES SOUTH OF THE INTERSECTION
 KZ0322'OF STATE HIGHWAY 39, 0.15 MILES NORTH OF A CONCRETE STRUCTURE
 KZ0322'OVER ROCKY FORK BRANCH OF MOHICAN RIVER, A METAL TABLET STAMPED
 KZ0322'H 252 RESET 1965 IN THE SOUTHEAST SIDE OF THE SOUTH ABUTMENT OF
 KZ0322'A NEW CONCRETE STRUCTURE OVER THE PENNSYLVANIA RAILROAD.
 KZ0322'(STRUCTURE ASD-603-0395.)
 KZ0322
 KZ0322                          STATION RECOVERY (1987)
 KZ0322
 KZ0322'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0322'MARK RECOVERED IN POOR CONDITION.
 KZ0322
 KZ0322                          STATION RECOVERY (1990)
 KZ0322
 KZ0322'RECOVERY NOTE BY US POWER SQUADRON 1990 (JK)
 KZ0322'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0397 ***********************************************************************
 KZ0397  DESIGNATION -  H 253
 KZ0397  PID         -  KZ0397
 KZ0397  STATE/COUNTY-  OH/ASHLAND
 KZ0397  USGS QUAD   -  JELLOWAY (1982)
 KZ0397
 KZ0397                         *CURRENT SURVEY CONTROL
 KZ0397  ___________________________________________________________________
 KZ0397* NAD 83(1986)-  40 35 43.     (N)    082 15 57.     (W)     SCALED    
 KZ0397* NAVD 88     -       294.046  (meters)     964.72   (feet)  ADJUSTED  
 KZ0397  ___________________________________________________________________
 KZ0397  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KZ0397  DYNAMIC HT  -         293.901 (meters)     964.24  (feet)  COMP
 KZ0397  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 KZ0397
 KZ0397  VERT ORDER  -  SECOND    CLASS 0
 KZ0397
 KZ0397.The horizontal coordinates were scaled from a topographic map and have
 KZ0397.an estimated accuracy of +/- 6 seconds.
 KZ0397
 KZ0397.The orthometric height was determined by differential leveling
 KZ0397.and adjusted by the National Geodetic Survey in June 1991..
 KZ0397
 KZ0397.The geoid height was determined by GEOID03.
 KZ0397
 KZ0397.The dynamic height is computed by dividing the NAVD 88
 KZ0397.geopotential number by the normal gravity value computed on the
 KZ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0397.degrees latitude (g = 980.6199 gals.).
 KZ0397
 KZ0397.The modeled gravity was interpolated from observed gravity values.
 KZ0397
 KZ0397;                    North         East    Units  Estimated Accuracy
 KZ0397;SPC OH N     -   103,150.      619,820.      MT  (+/- 180 meters Scaled)
 KZ0397
 KZ0397                          SUPERSEDED SURVEY CONTROL
 KZ0397
 KZ0397  NGVD 29 (??/??/92)  294.227  (m)          965.31   (f) ADJ UNCH    2 0
 KZ0397
 KZ0397.Superseded values are not recommended for survey control.
 KZ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0397.See file dsdata.txt to determine how the superseded data were derived.
 KZ0397
 KZ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE928946(NAD 83)
 KZ0397_MARKER: DB = BENCH MARK DISK
 KZ0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0397_SP_SET: ABUTMENT
 KZ0397_STAMPING: H 253 1959
 KZ0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0397
 KZ0397  HISTORY     - Date     Condition        Report By
 KZ0397  HISTORY     - 1959     MONUMENTED       CGS
 KZ0397  HISTORY     - 1970     GOOD             NGS
 KZ0397  HISTORY     - 1991     GOOD             USPSQD
 KZ0397
 KZ0397                          STATION DESCRIPTION
 KZ0397
 KZ0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0397'3.7 MI SW FROM LOUDONVILLE.
 KZ0397'ABOUT 3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE HIGH
 KZ0397'SCHOOL AT LOUDONVILLE, 0.8 MILE SOUTHWEST OF THE HIGHWAY 3 CONCRETE
 KZ0397'BRIDGE OVER CLEAR FORK OF MOHICAN RIVER, AND THE JUNCTION OF
 KZ0397'STATE HIGHWAY 97 LEADING WEST, 22 FEET WEST OF THE CENTER LINE
 KZ0397'OF HIGHWAY, IN TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 KZ0397'OF A 100-FOOT CONCRETE HIGHWAY BRIDGE OVER PINE RUN, 2 FEET WEST
 KZ0397'OF THE GUARD-RAIL, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 KZ0397'HIGHWAY.
 KZ0397
 KZ0397                          STATION RECOVERY (1970)
 KZ0397
 KZ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0397'RECOVERED IN GOOD CONDITION.
 KZ0397
 KZ0397                          STATION RECOVERY (1991)
 KZ0397
 KZ0397'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN)
 KZ0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0783 ***********************************************************************
 KZ0783  DESIGNATION -  H 254
 KZ0783  PID         -  KZ0783
 KZ0783  STATE/COUNTY-  OH/KNOX
 KZ0783  USGS QUAD   -  MT VERNON (1982)
 KZ0783
 KZ0783                         *CURRENT SURVEY CONTROL
 KZ0783  ___________________________________________________________________
 KZ0783* NAD 83(1986)-  40 25 35.     (N)    082 27 14.     (W)     SCALED    
 KZ0783* NAVD 88     -       317.663  (meters)    1042.20   (feet)  ADJUSTED  
 KZ0783  ___________________________________________________________________
 KZ0783  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KZ0783  DYNAMIC HT  -         317.501 (meters)    1041.67  (feet)  COMP
 KZ0783  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 KZ0783
 KZ0783  VERT ORDER  -  SECOND    CLASS 0
 KZ0783
 KZ0783.The horizontal coordinates were scaled from a topographic map and have
 KZ0783.an estimated accuracy of +/- 6 seconds.
 KZ0783
 KZ0783.The orthometric height was determined by differential leveling
 KZ0783.and adjusted by the National Geodetic Survey in June 1991..
 KZ0783
 KZ0783.The geoid height was determined by GEOID03.
 KZ0783
 KZ0783.The dynamic height is computed by dividing the NAVD 88
 KZ0783.geopotential number by the normal gravity value computed on the
 KZ0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0783.degrees latitude (g = 980.6199 gals.).
 KZ0783
 KZ0783.The modeled gravity was interpolated from observed gravity values.
 KZ0783
 KZ0783;                    North         East    Units  Estimated Accuracy
 KZ0783;SPC OH N     -    84,370.      603,910.      MT  (+/- 180 meters Scaled)
 KZ0783
 KZ0783                          SUPERSEDED SURVEY CONTROL
 KZ0783
 KZ0783  NGVD 29 (??/??/92)  317.845  (m)         1042.80   (f) ADJ UNCH    2 0
 KZ0783
 KZ0783.Superseded values are not recommended for survey control.
 KZ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0783.See file dsdata.txt to determine how the superseded data were derived.
 KZ0783
 KZ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE766760(NAD 83)
 KZ0783_MARKER: DB = BENCH MARK DISK
 KZ0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0783_SP_SET: ABUTMENT
 KZ0783_STAMPING: H 254 1959
 KZ0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0783
 KZ0783  HISTORY     - Date     Condition        Report By
 KZ0783  HISTORY     - 1959     MONUMENTED       CGS
 KZ0783
 KZ0783                          STATION DESCRIPTION
 KZ0783
 KZ0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0783'3 MI NE FROM MT VERNON.
 KZ0783'ABOUT 3.05 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE PUBLIC
 KZ0783'SQUARE AT MT. VERNON, 0.25 MILE SOUTHWEST OF THE INTERSECTION
 KZ0783'OF TWP ROAD 263, 0.1 MILE NORTHEAST OF THE JUNCTION OF STATE
 KZ0783'HIGHWAY 768, 17 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, IN
 KZ0783'TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF CONCRETE
 KZ0783'HIGHWAY BRIDGE OVER A FORK OF CENTER RUN, 1/2 FOOT SOUTHEAST
 KZ0783'OF CONCRETE BANISTER, 0.1 MILE NORTHEAST OF A SIMILAR BRIDGE
 KZ0783'OVER ANOTHER FORK OF CENTER RUN, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0131 ***********************************************************************
 KZ0131  DESIGNATION -  H 255
 KZ0131  PID         -  KZ0131
 KZ0131  STATE/COUNTY-  OH/RICHLAND
 KZ0131  USGS QUAD   -  OLIVESBURG (1981)
 KZ0131
 KZ0131                         *CURRENT SURVEY CONTROL
 KZ0131  ___________________________________________________________________
 KZ0131* NAD 83(1986)-  40 53 55.     (N)    082 25 00.     (W)     SCALED    
 KZ0131* NAVD 88     -       371.547  (meters)    1218.98   (feet)  ADJUSTED  
 KZ0131  ___________________________________________________________________
 KZ0131  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KZ0131  DYNAMIC HT  -         371.374 (meters)    1218.42  (feet)  COMP
 KZ0131  MODELED GRAV-     980,147.1   (mgal)                       NAVD 88
 KZ0131
 KZ0131  VERT ORDER  -  SECOND    CLASS 0
 KZ0131
 KZ0131.The horizontal coordinates were scaled from a topographic map and have
 KZ0131.an estimated accuracy of +/- 6 seconds.
 KZ0131
 KZ0131.The orthometric height was determined by differential leveling
 KZ0131.and adjusted by the National Geodetic Survey in June 1991..
 KZ0131
 KZ0131.The geoid height was determined by GEOID03.
 KZ0131
 KZ0131.The dynamic height is computed by dividing the NAVD 88
 KZ0131.geopotential number by the normal gravity value computed on the
 KZ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0131.degrees latitude (g = 980.6199 gals.).
 KZ0131
 KZ0131.The modeled gravity was interpolated from observed gravity values.
 KZ0131
 KZ0131;                    North         East    Units  Estimated Accuracy
 KZ0131;SPC OH N     -   136,810.      607,020.      MT  (+/- 180 meters Scaled)
 KZ0131
 KZ0131                          SUPERSEDED SURVEY CONTROL
 KZ0131
 KZ0131  NGVD 29 (??/??/92)  371.714  (m)         1219.53   (f) ADJ UNCH    2 0
 KZ0131
 KZ0131.Superseded values are not recommended for survey control.
 KZ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0131.See file dsdata.txt to determine how the superseded data were derived.
 KZ0131
 KZ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF806284(NAD 83)
 KZ0131_MARKER: DB = BENCH MARK DISK
 KZ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0131_STAMPING: H 255 1959
 KZ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0131+STABILITY: SURFACE MOTION
 KZ0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0131+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 KZ0131
 KZ0131  HISTORY     - Date     Condition        Report By
 KZ0131  HISTORY     - 1959     MONUMENTED       CGS
 KZ0131  HISTORY     - 1970     GOOD             NGS
 KZ0131  HISTORY     - 1987     GOOD             USPSQD
 KZ0131  HISTORY     - 20040517 GOOD             USPSQD
 KZ0131  HISTORY     - 20050914 GOOD             USPSQD
 KZ0131
 KZ0131                          STATION DESCRIPTION
 KZ0131
 KZ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0131'1 MI NE FROM OLIVESBURG.
 KZ0131'ABOUT 1.05 MILES NORTHEAST ALONG STATE HIGHWAY 545 FROM THE
 KZ0131'INTERSECTION OF STATE HIGHWAY 603 AT OLIVESBURG, 0.95 MILE
 KZ0131'NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 96, 1.1 MILES
 KZ0131'NORTHEAST OF THE METHODIST CHURCH, AT THE RICHLAND-ASHLAND COUNTY
 KZ0131'LINE, AT THE JUNCTION OF A GRADED ROAD LEADING EAST, 24 FEET
 KZ0131'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 52 1/2 FEET SOUTHWEST
 KZ0131'OF THE CENTER LINE OF GRADED ROAD, 64 FEET SOUTH OF THE CENTER
 KZ0131'OF THE JUNCTION, 6 FEET EAST OF TELEPHONE POLE 2981, 2 FEET
 KZ0131'WEST OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 KZ0131'OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 4
 KZ0131'INCHES.
 KZ0131
 KZ0131                          STATION RECOVERY (1970)
 KZ0131
 KZ0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0131'RECOVERED IN GOOD CONDITION.
 KZ0131
 KZ0131                          STATION RECOVERY (1987)
 KZ0131
 KZ0131'RECOVERY NOTE BY US POWER SQUADRON 1987 (JF)
 KZ0131'RECOVERED IN GOOD CONDITION.
 KZ0131
 KZ0131                          STATION RECOVERY (2004)
 KZ0131
 KZ0131'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ0131'GRADED ROAD IS TOWNSHIP ROAD 1128
 KZ0131
 KZ0131                          STATION RECOVERY (2005)
 KZ0131
 KZ0131'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0145 ***********************************************************************
 KZ0145  DESIGNATION -  H 256
 KZ0145  PID         -  KZ0145
 KZ0145  STATE/COUNTY-  OH/RICHLAND
 KZ0145  USGS QUAD   -  PAVONIA (1984)
 KZ0145
 KZ0145                         *CURRENT SURVEY CONTROL
 KZ0145  ___________________________________________________________________
 KZ0145* NAD 83(1986)-  40 49 31.     (N)    082 26 15.     (W)     SCALED    
 KZ0145* NAVD 88     -       345.014  (meters)    1131.93   (feet)  ADJUSTED  
 KZ0145  ___________________________________________________________________
 KZ0145  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KZ0145  DYNAMIC HT  -         344.851 (meters)    1131.40  (feet)  COMP
 KZ0145  MODELED GRAV-     980,140.8   (mgal)                       NAVD 88
 KZ0145
 KZ0145  VERT ORDER  -  SECOND    CLASS 0
 KZ0145
 KZ0145.The horizontal coordinates were scaled from a topographic map and have
 KZ0145.an estimated accuracy of +/- 6 seconds.
 KZ0145
 KZ0145.The orthometric height was determined by differential leveling
 KZ0145.and adjusted by the National Geodetic Survey in June 1991..
 KZ0145
 KZ0145.The geoid height was determined by GEOID03.
 KZ0145
 KZ0145.The dynamic height is computed by dividing the NAVD 88
 KZ0145.geopotential number by the normal gravity value computed on the
 KZ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0145.degrees latitude (g = 980.6199 gals.).
 KZ0145
 KZ0145.The modeled gravity was interpolated from observed gravity values.
 KZ0145
 KZ0145;                    North         East    Units  Estimated Accuracy
 KZ0145;SPC OH N     -   128,660.      605,270.      MT  (+/- 180 meters Scaled)
 KZ0145
 KZ0145                          SUPERSEDED SURVEY CONTROL
 KZ0145
 KZ0145  NGVD 29 (??/??/92)  345.179  (m)         1132.47   (f) ADJ UNCH    2 0
 KZ0145
 KZ0145.Superseded values are not recommended for survey control.
 KZ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0145.See file dsdata.txt to determine how the superseded data were derived.
 KZ0145
 KZ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF787203(NAD 83)
 KZ0145_MARKER: DB = BENCH MARK DISK
 KZ0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0145_STAMPING: H 256 1959
 KZ0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0145+STABILITY: SURFACE MOTION
 KZ0145
 KZ0145  HISTORY     - Date     Condition        Report By
 KZ0145  HISTORY     - 1959     MONUMENTED       CGS
 KZ0145  HISTORY     - 1970     GOOD             NGS
 KZ0145  HISTORY     - 1987     GOOD             OHDT
 KZ0145
 KZ0145                          STATION DESCRIPTION
 KZ0145
 KZ0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0145'AT PAVONIA.
 KZ0145'AT PAVONIA, ABOUT 0.25 MILE EAST OF THE METHODIST CHURCH, ABOUT 0.6
 KZ0145'MILE NORTH ALONG PAVONIA ROAD FROM THE CROSSING OF THE ERIE RAILROAD
 KZ0145'AT THE INTERSECTION OF PAVONIA ROAD AND AMOY PAVONIA ROAD, 28 FEET
 KZ0145'WEST OF THE CENTER LINE OF ROAD NORTH, 40 FEET NORTHWEST OF THE
 KZ0145'CENTER OF THE INTERSECTION, 37 FEET SOUTHWEST OF THE WEST END OF A
 KZ0145'36-INCH PIPE CULVERT UNDER THE ROAD LEADING NORTH, 23 1/2 FEET
 KZ0145'NORTHEAST OF A 24-INCH HICKORY TREE, 2 FEET SOUTHEAST OF A STEEL
 KZ0145'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD LEADING
 KZ0145'NORTH, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0145
 KZ0145                          STATION RECOVERY (1970)
 KZ0145
 KZ0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0145'RECOVERED IN GOOD CONDITION.
 KZ0145
 KZ0145                          STATION RECOVERY (1987)
 KZ0145
 KZ0145'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0545 ***********************************************************************
 KZ0545  DESIGNATION -  H 257
 KZ0545  PID         -  KZ0545
 KZ0545  STATE/COUNTY-  OH/WAYNE
 KZ0545  USGS QUAD   -  SHREVE (1978)
 KZ0545
 KZ0545                         *CURRENT SURVEY CONTROL
 KZ0545  ___________________________________________________________________
 KZ0545* NAD 83(1986)-  40 44 36.     (N)    082 06 33.     (W)     SCALED    
 KZ0545* NAVD 88     -       310.729  (meters)    1019.45   (feet)  ADJUSTED  
 KZ0545  ___________________________________________________________________
 KZ0545  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KZ0545  DYNAMIC HT  -         310.585 (meters)    1018.98  (feet)  COMP
 KZ0545  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 KZ0545
 KZ0545  VERT ORDER  -  SECOND    CLASS 0
 KZ0545
 KZ0545.The horizontal coordinates were scaled from a topographic map and have
 KZ0545.an estimated accuracy of +/- 6 seconds.
 KZ0545
 KZ0545.The orthometric height was determined by differential leveling
 KZ0545.and adjusted by the National Geodetic Survey in June 1991..
 KZ0545
 KZ0545.The geoid height was determined by GEOID03.
 KZ0545
 KZ0545.The dynamic height is computed by dividing the NAVD 88
 KZ0545.geopotential number by the normal gravity value computed on the
 KZ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0545.degrees latitude (g = 980.6199 gals.).
 KZ0545
 KZ0545.The modeled gravity was interpolated from observed gravity values.
 KZ0545
 KZ0545;                    North         East    Units  Estimated Accuracy
 KZ0545;SPC OH N     -   119,630.      633,010.      MT  (+/- 180 meters Scaled)
 KZ0545
 KZ0545                          SUPERSEDED SURVEY CONTROL
 KZ0545
 KZ0545  NGVD 29 (??/??/92)  310.923  (m)         1020.09   (f) ADJ UNCH    2 0
 KZ0545
 KZ0545.Superseded values are not recommended for survey control.
 KZ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0545.See file dsdata.txt to determine how the superseded data were derived.
 KZ0545
 KZ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF063108(NAD 83)
 KZ0545_MARKER: DB = BENCH MARK DISK
 KZ0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0545_SP_SET: CULVERT
 KZ0545_STAMPING: H 257 1959
 KZ0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0545
 KZ0545  HISTORY     - Date     Condition        Report By
 KZ0545  HISTORY     - 1959     MONUMENTED       CGS
 KZ0545
 KZ0545                          STATION DESCRIPTION
 KZ0545
 KZ0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0545'0.7 MI NE FROM FUNK.
 KZ0545'ABOUT 0.7 MILE SOUTHEAST ALONG COUNTY ROAD 16 FROM THE INTERSECTION
 KZ0545'OF STATE HIGHWAY 95 AT FUNK, 0.2 MILE NORTH OF THE JUNCTION OF CO.
 KZ0545'ROAD 104 LEADING SOUTHWEST, 13 FEET WEST OF THE CENTER LINE OF
 KZ0545'THE ROAD, IN TOP OF THE NORTH END OF THE CONCRETE GUARD-RAIL BASE
 KZ0545'TO THE WEST GUARD-RAIL TO A 5-FOOT CONCRETE BOX CULVERT, AND ABOUT
 KZ0545'1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0368 ***********************************************************************
 KZ0368  DESIGNATION -  H 258
 KZ0368  PID         -  KZ0368
 KZ0368  STATE/COUNTY-  OH/ASHLAND
 KZ0368  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0368
 KZ0368                         *CURRENT SURVEY CONTROL
 KZ0368  ___________________________________________________________________
 KZ0368* NAD 83(1986)-  40 40 14.     (N)    082 14 07.     (W)     SCALED    
 KZ0368* NAVD 88     -       306.039  (meters)    1004.06   (feet)  ADJUSTED  
 KZ0368  ___________________________________________________________________
 KZ0368  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KZ0368  DYNAMIC HT  -         305.892 (meters)    1003.58  (feet)  COMP
 KZ0368  MODELED GRAV-     980,135.3   (mgal)                       NAVD 88
 KZ0368
 KZ0368  VERT ORDER  -  SECOND    CLASS 0
 KZ0368
 KZ0368.The horizontal coordinates were scaled from a topographic map and have
 KZ0368.an estimated accuracy of +/- 6 seconds.
 KZ0368
 KZ0368.The orthometric height was determined by differential leveling
 KZ0368.and adjusted by the National Geodetic Survey in June 1991..
 KZ0368
 KZ0368.The geoid height was determined by GEOID03.
 KZ0368
 KZ0368.The dynamic height is computed by dividing the NAVD 88
 KZ0368.geopotential number by the normal gravity value computed on the
 KZ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0368.degrees latitude (g = 980.6199 gals.).
 KZ0368
 KZ0368.The modeled gravity was interpolated from observed gravity values.
 KZ0368
 KZ0368;                    North         East    Units  Estimated Accuracy
 KZ0368;SPC OH N     -   111,510.      622,380.      MT  (+/- 180 meters Scaled)
 KZ0368
 KZ0368                          SUPERSEDED SURVEY CONTROL
 KZ0368
 KZ0368  NGVD 29 (??/??/92)  306.223  (m)         1004.67   (f) ADJ UNCH    2 0
 KZ0368
 KZ0368.Superseded values are not recommended for survey control.
 KZ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0368.See file dsdata.txt to determine how the superseded data were derived.
 KZ0368
 KZ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF955029(NAD 83)
 KZ0368_MARKER: DB = BENCH MARK DISK
 KZ0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0368_SP_SET: CULVERT
 KZ0368_STAMPING: H 258 1959
 KZ0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0368
 KZ0368  HISTORY     - Date     Condition        Report By
 KZ0368  HISTORY     - 1959     MONUMENTED       CGS
 KZ0368  HISTORY     - 1970     GOOD             NGS
 KZ0368  HISTORY     - 1987     GOOD             OHDT
 KZ0368
 KZ0368                          STATION DESCRIPTION
 KZ0368
 KZ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0368'2.4 MI N FROM LOUDONVILLE.
 KZ0368'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE OVERPASS
 KZ0368'OVER THE PENNSYLVANIA RAILROAD AT LOUDONVILLE, ABOUT 2.5 MILES
 KZ0368'SOUTH ALONG HIGHWAY 60 FROM THE INTERSECTION OF STATE HIGHWAY 95
 KZ0368'AT MC KAY, 0.55 MILE SOUTH OF THE JUNCTION OF COUNTY ROAD 91, ABOUT
 KZ0368'75 YARDS SOUTH SOUTH OF A VERY LARGE TWO-STORY WHITE HOUSE WEST
 KZ0368'OF THE HIGHWAY, 26 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 KZ0368'IN TOP OF THE NORTH END OF THE WEST HEAD WALL TO A 6-FOOT CONCRETE
 KZ0368'BOX CULVERT, 1 FOOT SOUTH OF THE NORTH END OF HEAD WALL, AND ABOUT
 KZ0368'4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KZ0368
 KZ0368                          STATION RECOVERY (1970)
 KZ0368
 KZ0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0368'RECOVERED IN GOOD CONDITION.
 KZ0368
 KZ0368                          STATION RECOVERY (1987)
 KZ0368
 KZ0368'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0502 ***********************************************************************
 KZ0502  DESIGNATION -  H 259
 KZ0502  PID         -  KZ0502
 KZ0502  STATE/COUNTY-  OH/HOLMES
 KZ0502  USGS QUAD   -  GLENMONT (1962)
 KZ0502
 KZ0502                         *CURRENT SURVEY CONTROL
 KZ0502  ___________________________________________________________________
 KZ0502* NAD 83(1986)-  40 34 55.     (N)    082 02 40.     (W)     SCALED    
 KZ0502* NAVD 88     -       346.953  (meters)    1138.30   (feet)  ADJUSTED  
 KZ0502  ___________________________________________________________________
 KZ0502  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KZ0502  DYNAMIC HT  -         346.785 (meters)    1137.74  (feet)  COMP
 KZ0502  MODELED GRAV-     980,131.8   (mgal)                       NAVD 88
 KZ0502
 KZ0502  VERT ORDER  -  SECOND    CLASS 0
 KZ0502
 KZ0502.The horizontal coordinates were scaled from a topographic map and have
 KZ0502.an estimated accuracy of +/- 6 seconds.
 KZ0502
 KZ0502.The orthometric height was determined by differential leveling
 KZ0502.and adjusted by the National Geodetic Survey in June 1991..
 KZ0502
 KZ0502.The geoid height was determined by GEOID03.
 KZ0502
 KZ0502.The dynamic height is computed by dividing the NAVD 88
 KZ0502.geopotential number by the normal gravity value computed on the
 KZ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0502.degrees latitude (g = 980.6199 gals.).
 KZ0502
 KZ0502.The modeled gravity was interpolated from observed gravity values.
 KZ0502
 KZ0502;                    North         East    Units  Estimated Accuracy
 KZ0502;SPC OH N     -   101,740.      638,570.      MT  (+/- 180 meters Scaled)
 KZ0502
 KZ0502                          SUPERSEDED SURVEY CONTROL
 KZ0502
 KZ0502  NGVD 29 (??/??/92)  347.159  (m)         1138.97   (f) ADJ UNCH    2 0
 KZ0502
 KZ0502.Superseded values are not recommended for survey control.
 KZ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0502.See file dsdata.txt to determine how the superseded data were derived.
 KZ0502
 KZ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME116928(NAD 83)
 KZ0502_MARKER: DB = BENCH MARK DISK
 KZ0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0502_STAMPING: H 259 1959
 KZ0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0502+STABILITY: SURFACE MOTION
 KZ0502
 KZ0502  HISTORY     - Date     Condition        Report By
 KZ0502  HISTORY     - 1959     MONUMENTED       CGS
 KZ0502  HISTORY     - 1971     GOOD             NGS
 KZ0502
 KZ0502                          STATION DESCRIPTION
 KZ0502
 KZ0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0502'4 MI SE FROM NASHVILLE.
 KZ0502'ABOUT 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE
 KZ0502'INTERSECTION OF STATE HIGHWAY 514 AT NASHVILLE, AT THE JUNCTION
 KZ0502'OF A NARROW GRAVEL ROAD TO THE SOUTH, 38 1/2 FEET SOUTH OF THE
 KZ0502'CENTER LINE OF THE HIGHWAY, 28 1/2 FEET EAST OF THE CENTER LINE
 KZ0502'OF THE ROAD SOUTH, 49 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION,
 KZ0502'66 FEET WEST OF THE FIRST TELEPHONE POLE EAST OF THE JUNCTION,
 KZ0502'75 1/2 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM THE SOUTHEAST
 KZ0502'CORNER OF A 4-FOOT CONCRETE BOX CULVERT, 2 FEET NORTHWEST OF A
 KZ0502'STEEL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP
 KZ0502'OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0502
 KZ0502                          STATION RECOVERY (1971)
 KZ0502
 KZ0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1656 ***********************************************************************
 KZ1656  DESIGNATION -  H 26
 KZ1656  PID         -  KZ1656
 KZ1656  STATE/COUNTY-  OH/LOGAN
 KZ1656  USGS QUAD   -  ZANESFIELD (1972)
 KZ1656
 KZ1656                         *CURRENT SURVEY CONTROL
 KZ1656  ___________________________________________________________________
 KZ1656* NAD 83(1986)-  40 19 21.     (N)    083 42 53.     (W)     SCALED    
 KZ1656* NAVD 88     -       396.939  (meters)    1302.29   (feet)  ADJUSTED  
 KZ1656  ___________________________________________________________________
 KZ1656  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KZ1656  DYNAMIC HT  -         396.727 (meters)    1301.60  (feet)  COMP
 KZ1656  MODELED GRAV-     980,078.1   (mgal)                       NAVD 88
 KZ1656
 KZ1656  VERT ORDER  -  SECOND    CLASS 0
 KZ1656
 KZ1656.The horizontal coordinates were scaled from a topographic map and have
 KZ1656.an estimated accuracy of +/- 6 seconds.
 KZ1656
 KZ1656.The orthometric height was determined by differential leveling
 KZ1656.and adjusted by the National Geodetic Survey in June 1991..
 KZ1656
 KZ1656.The geoid height was determined by GEOID03.
 KZ1656
 KZ1656.The dynamic height is computed by dividing the NAVD 88
 KZ1656.geopotential number by the normal gravity value computed on the
 KZ1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1656.degrees latitude (g = 980.6199 gals.).
 KZ1656
 KZ1656.The modeled gravity was interpolated from observed gravity values.
 KZ1656
 KZ1656;                    North         East    Units  Estimated Accuracy
 KZ1656;SPC OH N     -    73,550.      496,760.      MT  (+/- 180 meters Scaled)
 KZ1656
 KZ1656                          SUPERSEDED SURVEY CONTROL
 KZ1656
 KZ1656  NGVD 29 (??/??/92)  397.140  (m)         1302.95   (f) ADJ UNCH    2 0
 KZ1656
 KZ1656.Superseded values are not recommended for survey control.
 KZ1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1656.See file dsdata.txt to determine how the superseded data were derived.
 KZ1656
 KZ1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE693670(NAD 83)
 KZ1656_MARKER: DB = BENCH MARK DISK
 KZ1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1656_STAMPING: H 26 1934
 KZ1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1656+STABILITY: SURFACE MOTION
 KZ1656
 KZ1656  HISTORY     - Date     Condition        Report By
 KZ1656  HISTORY     - 1934     MONUMENTED       CGS
 KZ1656  HISTORY     - 1960     GOOD             NGS
 KZ1656
 KZ1656                          STATION DESCRIPTION
 KZ1656
 KZ1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ1656'0.4 MI N FROM ZANESFIELD.
 KZ1656'0.37 MILE NORTH OF C. H. NO. 29 ON C. H. NO. 55 AT ABANDONED T. AND
 KZ1656'O. C. RAILROAD RIGHT-OF-WAY, 100 FEET EAST OF THE CENTERLINE OF
 KZ1656'C. H. NO. 55, 45 FEET SOUTH OF THE CENTERLINE OF T. AND O. C.
 KZ1656'R.R. RIGHT-OF-WAY, 4.4 FEET NORTH OF SOUTH RIGHT-OF-WAY FENCE,
 KZ1656'AND ABOUT 2 FEET LOWER THAN THE RAILROAD GRADE.  A STANDARD DISK,
 KZ1656'STAMPED H 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1578 ***********************************************************************
 KY1578  DESIGNATION -  H 260
 KY1578  PID         -  KY1578
 KY1578  STATE/COUNTY-  OH/WAYNE
 KY1578  USGS QUAD   -  WOOSTER (1994)
 KY1578
 KY1578                         *CURRENT SURVEY CONTROL
 KY1578  ___________________________________________________________________
 KY1578* NAD 83(1986)-  40 47 57.     (N)    081 56 25.     (W)     SCALED    
 KY1578* NAVD 88     -       280.455  (meters)     920.13   (feet)  ADJUSTED  
 KY1578  ___________________________________________________________________
 KY1578  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1578  DYNAMIC HT  -         280.329 (meters)     919.71  (feet)  COMP
 KY1578  MODELED GRAV-     980,166.4   (mgal)                       NAVD 88
 KY1578
 KY1578  VERT ORDER  -  SECOND    CLASS 0
 KY1578
 KY1578.The horizontal coordinates were scaled from a topographic map and have
 KY1578.an estimated accuracy of +/- 6 seconds.
 KY1578
 KY1578.The orthometric height was determined by differential leveling
 KY1578.and adjusted by the National Geodetic Survey in June 1991..
 KY1578
 KY1578.The geoid height was determined by GEOID03.
 KY1578
 KY1578.The dynamic height is computed by dividing the NAVD 88
 KY1578.geopotential number by the normal gravity value computed on the
 KY1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1578.degrees latitude (g = 980.6199 gals.).
 KY1578
 KY1578.The modeled gravity was interpolated from observed gravity values.
 KY1578
 KY1578;                    North         East    Units  Estimated Accuracy
 KY1578;SPC OH N     -   125,910.      647,230.      MT  (+/- 180 meters Scaled)
 KY1578
 KY1578                          SUPERSEDED SURVEY CONTROL
 KY1578
 KY1578  NGVD 29 (??/??/92)  280.666  (m)          920.82   (f) ADJ UNCH    2 0
 KY1578
 KY1578.Superseded values are not recommended for survey control.
 KY1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1578.See file dsdata.txt to determine how the superseded data were derived.
 KY1578
 KY1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF206168(NAD 83)
 KY1578_MARKER: DB = BENCH MARK DISK
 KY1578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1578_SP_SET: PLATFORM
 KY1578_STAMPING: H 260 1959
 KY1578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1578+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 KY1578
 KY1578  HISTORY     - Date     Condition        Report By
 KY1578  HISTORY     - 1959     MONUMENTED       CGS
 KY1578  HISTORY     - 20030703 GOOD             OHDT
 KY1578
 KY1578                          STATION DESCRIPTION
 KY1578
 KY1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1578'AT WOOSTER.
 KY1578'AT WOOSTER, 1 BLOCK NORTH OF THE COURT HOUSE, AT THE INTERSECTION
 KY1578'OF MARKET AND NORTH STREETS, AT THE POST OFFICE, NEAR THE MAIN
 KY1578'ENTRANCE, SET IN THE TOP OF THE GRANITE PLATFORM THAT SUPPORTS
 KY1578'6 LARGE PILLARS ALONG FRONT OF POST OFFICE, 2 1/2 FEET WEST OF
 KY1578'EAST EDGE OF PLATFORM, 19 FEET SOUTH OF SOUTH EDGE OF MAIN
 KY1578'ENTRANCE, 3 FEET NORTH OF NORTH WALL AND ABOUT 12 FEET ABOVE
 KY1578'LEVEL OF STREET.
 KY1578
 KY1578                          STATION RECOVERY (2003)
 KY1578
 KY1578'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 KY1578'BUILDING IS NO LONGER POST OFFICE,  IS NOW WAYNE COUNTY BOARD OF
 KY1578'EDUCATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0505 ***********************************************************************
 KZ0505  DESIGNATION -  H 261
 KZ0505  PID         -  KZ0505
 KZ0505  STATE/COUNTY-  OH/HOLMES
 KZ0505  USGS QUAD   -  GLENMONT (1962)
 KZ0505
 KZ0505                         *CURRENT SURVEY CONTROL
 KZ0505  ___________________________________________________________________
 KZ0505* NAD 83(1986)-  40 35 27.     (N)    082 04 53.     (W)     SCALED    
 KZ0505* NAVD 88     -       365.046  (meters)    1197.66   (feet)  ADJUSTED  
 KZ0505  ___________________________________________________________________
 KZ0505  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KZ0505  DYNAMIC HT  -         364.869 (meters)    1197.07  (feet)  COMP
 KZ0505  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 KZ0505
 KZ0505  VERT ORDER  -  SECOND    CLASS 0
 KZ0505
 KZ0505.The horizontal coordinates were scaled from a topographic map and have
 KZ0505.an estimated accuracy of +/- 6 seconds.
 KZ0505
 KZ0505.The orthometric height was determined by differential leveling
 KZ0505.and adjusted by the National Geodetic Survey in June 1991..
 KZ0505
 KZ0505.The geoid height was determined by GEOID03.
 KZ0505
 KZ0505.The dynamic height is computed by dividing the NAVD 88
 KZ0505.geopotential number by the normal gravity value computed on the
 KZ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0505.degrees latitude (g = 980.6199 gals.).
 KZ0505
 KZ0505.The modeled gravity was interpolated from observed gravity values.
 KZ0505
 KZ0505;                    North         East    Units  Estimated Accuracy
 KZ0505;SPC OH N     -   102,710.      635,440.      MT  (+/- 180 meters Scaled)
 KZ0505
 KZ0505                          SUPERSEDED SURVEY CONTROL
 KZ0505
 KZ0505  NGVD 29 (??/??/92)  365.251  (m)         1198.33   (f) ADJ UNCH    2 0
 KZ0505
 KZ0505.Superseded values are not recommended for survey control.
 KZ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0505.See file dsdata.txt to determine how the superseded data were derived.
 KZ0505
 KZ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME084938(NAD 83)
 KZ0505_MARKER: DB = BENCH MARK DISK
 KZ0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0505_STAMPING: H 261 1959
 KZ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0505+STABILITY: SURFACE MOTION
 KZ0505
 KZ0505  HISTORY     - Date     Condition        Report By
 KZ0505  HISTORY     - 1959     MONUMENTED       CGS
 KZ0505  HISTORY     - 1971     GOOD             NGS
 KZ0505
 KZ0505                          STATION DESCRIPTION
 KZ0505
 KZ0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0505'1.9 MI SE FROM NASHVILLE.
 KZ0505'ABOUT 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE
 KZ0505'INTERSECTION OF STATE HIGHWAY 514 AT NASHVILLE, 0.35 MILE WEST OF
 KZ0505'A 30-FOOT BRIDGE OVER PAINT CREEK, AT THE JUNCTION OF A PRIVATE
 KZ0505'ROAD SOUTH, 20 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY
 KZ0505'AT THE CENTER LINE OF JUNCTION OF PRIVATE ROAD, 19 FEET EAST OF THE
 KZ0505'NORTH END OF A 18-INCH PIPE CULVERT WITH A CONCRETE HEAD WALL,
 KZ0505'7 FEET SOUTHEAST OF A POWER LINE POLE WITH A WOOD BRACE, 4 FEET
 KZ0505'EAST OF A FENCE CORNER, 1 FOOT SOUTH OF THE EAST-WEST FENCE
 KZ0505'LINE, 2 FEET WEST OF A STEEL WITNESS POST, AND SET IN TOP OF A
 KZ0505'CONCRETE POST PROJECTING 5 INCHES.
 KZ0505
 KZ0505                          STATION RECOVERY (1971)
 KZ0505
 KZ0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2393 ***********************************************************************
 KZ2393  DESIGNATION -  H 262 RESET
 KZ2393  PID         -  KZ2393
 KZ2393  STATE/COUNTY-  OH/WAYNE
 KZ2393  USGS QUAD   -  SHREVE (1978)
 KZ2393
 KZ2393                         *CURRENT SURVEY CONTROL
 KZ2393  ___________________________________________________________________
 KZ2393* NAD 83(1986)-  40 42 26.     (N)    082 00 49.     (W)     SCALED    
 KZ2393* NAVD 88     -       271.17   (meters)     889.7    (feet)  RESET     
 KZ2393  ___________________________________________________________________
 KZ2393  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KZ2393
 KZ2393  VERT ORDER  -  THIRD
 KZ2393
 KZ2393.The horizontal coordinates were scaled from a topographic map and have
 KZ2393.an estimated accuracy of +/- 6 seconds.
 KZ2393
 KZ2393.The orthometric height was computed from unverified reset data.
 KZ2393.No vertical observational check was made to the station.
 KZ2393
 KZ2393.The geoid height was determined by GEOID03.
 KZ2393
 KZ2393;                    North         East    Units  Estimated Accuracy
 KZ2393;SPC OH N     -   115,660.      641,100.      MT  (+/- 180 meters Scaled)
 KZ2393
 KZ2393                          SUPERSEDED SURVEY CONTROL
 KZ2393
 KZ2393  NGVD 29 (10/13/05)  271.37   (m)          890.3    (f) RESET       3  
 KZ2393
 KZ2393.Superseded values are not recommended for survey control.
 KZ2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2393.See file dsdata.txt to determine how the superseded data were derived.
 KZ2393
 KZ2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF143067(NAD 83)
 KZ2393_MARKER: DB = BENCH MARK DISK
 KZ2393_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KZ2393_SP_SET: WINGWALL
 KZ2393_STAMPING: H 262 RESET 1964
 KZ2393_MARK LOGO: CGS   
 KZ2393_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2393+STABILITY: SURFACE MOTION
 KZ2393
 KZ2393  HISTORY     - Date     Condition        Report By
 KZ2393  HISTORY     - 1970     MONUMENTED       NGS
 KZ2393
 KZ2393                          STATION DESCRIPTION
 KZ2393
 KZ2393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KZ2393'1.75 MILES (2.82 KM) NORTHEAST ALONG STATE HIGHWAY 226 FROM THE POST
 KZ2393'OFFICE IN SHREVE, IN THE SOUTHWEST PART OF A 48-INCH METAL CULVERT,
 KZ2393'54.0 FEET (16.5 M) WEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0519 ***********************************************************************
 KZ0519  DESIGNATION -  H 263
 KZ0519  PID         -  KZ0519
 KZ0519  STATE/COUNTY-  OH/HOLMES
 KZ0519  USGS QUAD   -  GLENMONT (1962)
 KZ0519
 KZ0519                         *CURRENT SURVEY CONTROL
 KZ0519  ___________________________________________________________________
 KZ0519* NAD 83(1986)-  40 32 47.     (N)    082 01 19.     (W)     SCALED    
 KZ0519* NAVD 88     -       283.279  (meters)     929.39   (feet)  ADJUSTED  
 KZ0519  ___________________________________________________________________
 KZ0519  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KZ0519  DYNAMIC HT  -         283.140 (meters)     928.94  (feet)  COMP
 KZ0519  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 KZ0519
 KZ0519  VERT ORDER  -  SECOND    CLASS 0
 KZ0519
 KZ0519.The horizontal coordinates were scaled from a topographic map and have
 KZ0519.an estimated accuracy of +/- 6 seconds.
 KZ0519
 KZ0519.The orthometric height was determined by differential leveling
 KZ0519.and adjusted by the National Geodetic Survey in June 1991..
 KZ0519
 KZ0519.The geoid height was determined by GEOID03.
 KZ0519
 KZ0519.The dynamic height is computed by dividing the NAVD 88
 KZ0519.geopotential number by the normal gravity value computed on the
 KZ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0519.degrees latitude (g = 980.6199 gals.).
 KZ0519
 KZ0519.The modeled gravity was interpolated from observed gravity values.
 KZ0519
 KZ0519;                    North         East    Units  Estimated Accuracy
 KZ0519;SPC OH N     -    97,800.      640,500.      MT  (+/- 180 meters Scaled)
 KZ0519
 KZ0519                          SUPERSEDED SURVEY CONTROL
 KZ0519
 KZ0519  NGVD 29 (??/??/92)  283.484  (m)          930.06   (f) ADJ UNCH    2 0
 KZ0519
 KZ0519.Superseded values are not recommended for survey control.
 KZ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0519.See file dsdata.txt to determine how the superseded data were derived.
 KZ0519
 KZ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME134889(NAD 83)
 KZ0519_MARKER: DB = BENCH MARK DISK
 KZ0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0519_SP_SET: ABUTMENT
 KZ0519_STAMPING: H 263 1959
 KZ0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0519
 KZ0519  HISTORY     - Date     Condition        Report By
 KZ0519  HISTORY     - 1959     MONUMENTED       CGS
 KZ0519  HISTORY     - 1971     GOOD             NGS
 KZ0519
 KZ0519                          STATION DESCRIPTION
 KZ0519
 KZ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0519'3.8 MI NW FROM KILLBUCK.
 KZ0519'ABOUT 3.85 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM THE
 KZ0519'CROSSING OF THE PENNSYLVANIA RAILROAD AT KILLBUCK, AT WELCOME,
 KZ0519'ON THE INSIDE OF A SHARP CURVE WITH TANGENTS EXTENDING NORTH AND
 KZ0519'SOUTHEAST, 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY TO THE
 KZ0519'SOUTHEAST, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY TO THE
 KZ0519'NORTH, IN TOP OF THE NORTH END OF THE EAST ABUTMENT TO A 20-FOOT
 KZ0519'BRIDGE OVER A SMALL STREAM, 2 1/2 FEET SOUTH OF THE NORTH END OF
 KZ0519'THE ABUTMENT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KZ0519
 KZ0519                          STATION RECOVERY (1971)
 KZ0519
 KZ0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2399 ***********************************************************************
 KZ2399  DESIGNATION -  H 264 RESET
 KZ2399  PID         -  KZ2399
 KZ2399  STATE/COUNTY-  OH/ASHLAND
 KZ2399  USGS QUAD   -  LOUDONVILLE (1978)
 KZ2399
 KZ2399                         *CURRENT SURVEY CONTROL
 KZ2399  ___________________________________________________________________
 KZ2399* NAD 83(1986)-  40 44 10.     (N)    082 10 31.     (W)     SCALED    
 KZ2399* NAVD 88     -       378.29   (+/-2cm)    1241.1    (feet)  VERTCON   
 KZ2399  ___________________________________________________________________
 KZ2399  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KZ2399
 KZ2399  VERT ORDER  -  THIRD (See Below)
 KZ2399
 KZ2399.The horizontal coordinates were scaled from a topographic map and have
 KZ2399.an estimated accuracy of +/- 6 seconds.
 KZ2399
 KZ2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2399.The vertical order pertains to the NGVD 29 superseded value.
 KZ2399
 KZ2399.The geoid height was determined by GEOID03.
 KZ2399
 KZ2399;                    North         East    Units  Estimated Accuracy
 KZ2399;SPC OH N     -   118,810.      627,430.      MT  (+/- 180 meters Scaled)
 KZ2399
 KZ2399                          SUPERSEDED SURVEY CONTROL
 KZ2399
 KZ2399  NGVD 29 (10/13/05)  378.47   (m)         1241.7    (f) RESET       3  
 KZ2399
 KZ2399.Superseded values are not recommended for survey control.
 KZ2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2399.See file dsdata.txt to determine how the superseded data were derived.
 KZ2399
 KZ2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF007101(NAD 83)
 KZ2399_MARKER: DB = BENCH MARK DISK
 KZ2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2399_SP_SET: CONCRETE POST
 KZ2399_STAMPING: H 264 RESET 1986
 KZ2399_MARK LOGO: NGS   
 KZ2399_PROJECTION: FLUSH
 KZ2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2399+STABILITY: SURFACE MOTION
 KZ2399
 KZ2399  HISTORY     - Date     Condition        Report By
 KZ2399  HISTORY     - 1986     MONUMENTED       OHDT
 KZ2399
 KZ2399                          STATION DESCRIPTION
 KZ2399
 KZ2399'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1986
 KZ2399'1.6 KM (1.00 MI) NE FROM MOHICANVILLE.
 KZ2399'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 95 FROM THE INTERSECTION OF
 KZ2399'STATE HIGHWAY 179 IN MOHICANVILLE, 0.55 MILE NORTHEAST OF THE
 KZ2399'JUNCTION OF STATE HIGHWAY 89, AT THE JUNCTION OF TOWNSHIP ROAD 257
 KZ2399'LEADING SOUTH, 21 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24
 KZ2399'FEET WEST OF THE EXTENDED CENTERLINE OF TOWNSHIP ROAD 257, 22 FEET
 KZ2399'NORTH OF THE CENTERLINE OF THE JUNCTION, AND 1 FOOT SOUTHWEST OF A
 KZ2399'WITNESS POST ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0757 ***********************************************************************
 KZ0757  DESIGNATION -  H 265
 KZ0757  PID         -  KZ0757
 KZ0757  STATE/COUNTY-  OH/KNOX
 KZ0757  USGS QUAD   -  MT VERNON (1982)
 KZ0757
 KZ0757                         *CURRENT SURVEY CONTROL
 KZ0757  ___________________________________________________________________
 KZ0757* NAD 83(1986)-  40 29 56.     (N)    082 25 30.     (W)     SCALED    
 KZ0757* NAVD 88     -       344.108  (meters)    1128.96   (feet)  ADJUSTED  
 KZ0757  ___________________________________________________________________
 KZ0757  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KZ0757  DYNAMIC HT  -         343.934 (meters)    1128.39  (feet)  COMP
 KZ0757  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 KZ0757
 KZ0757  VERT ORDER  -  SECOND    CLASS 0
 KZ0757
 KZ0757.The horizontal coordinates were scaled from a topographic map and have
 KZ0757.an estimated accuracy of +/- 6 seconds.
 KZ0757
 KZ0757.The orthometric height was determined by differential leveling
 KZ0757.and adjusted by the National Geodetic Survey in June 1991..
 KZ0757
 KZ0757.The geoid height was determined by GEOID03.
 KZ0757
 KZ0757.The dynamic height is computed by dividing the NAVD 88
 KZ0757.geopotential number by the normal gravity value computed on the
 KZ0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0757.degrees latitude (g = 980.6199 gals.).
 KZ0757
 KZ0757.The modeled gravity was interpolated from observed gravity values.
 KZ0757
 KZ0757;                    North         East    Units  Estimated Accuracy
 KZ0757;SPC OH N     -    92,420.      606,360.      MT  (+/- 180 meters Scaled)
 KZ0757
 KZ0757                          SUPERSEDED SURVEY CONTROL
 KZ0757
 KZ0757  NGVD 29 (??/??/92)  344.275  (m)         1129.51   (f) ADJ UNCH    2 0
 KZ0757
 KZ0757.Superseded values are not recommended for survey control.
 KZ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0757.See file dsdata.txt to determine how the superseded data were derived.
 KZ0757
 KZ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE792841(NAD 83)
 KZ0757_MARKER: DB = BENCH MARK DISK
 KZ0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0757_SP_SET: BRIDGE
 KZ0757_STAMPING: H 265 1959
 KZ0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0757
 KZ0757  HISTORY     - Date     Condition        Report By
 KZ0757  HISTORY     - 1959     MONUMENTED       CGS
 KZ0757
 KZ0757                          STATION DESCRIPTION
 KZ0757
 KZ0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0757'2.7 MI S FROM NORTH LIBERTY.
 KZ0757'ABOUT 2.7 MILES SOUTH ALONG COUNTY ROAD 15 FROM THE INTERSECTION
 KZ0757'OF ROAD 15 AT NORTH LIBERTY, 0.35 MILE NORTH OF THE INTERSECTION
 KZ0757'OF ROAD 14 LEADING EAST-WEST, 12 FEET EAST OF THE CENTER LINE
 KZ0757'OF THE ROAD, IN TOP OF THE SOUTHEAST WING WALL OF A 15-FOOT
 KZ0757'CONCRETE BRIDGE FOR A BRANCH OF LITTLE SCHENCK CREEK, 0.3 FOOT
 KZ0757'EAST OF THE CONCRETE BANISTER, AND ABOUT LEVEL WITH THE ROAD.
 KZ0757'NOTE-- THIS MARK CAN BE REACHED BY GOING ABOUT 3.95 MILES
 KZ0757'NORTHWEST ALONG COUNTY ROAD NO. 14 FROM THE INTERSECTION OF
 KZ0757'STATE HIGHWAY 3 AT AMITY, THENCE ABOUT 0.35 MILE NORTH ALONG
 KZ0757'COUNTY ROAD NO. 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0451 ***********************************************************************
 KZ0451  DESIGNATION -  H 266
 KZ0451  PID         -  KZ0451
 KZ0451  STATE/COUNTY-  OH/KNOX
 KZ0451  USGS QUAD   -  JELLOWAY (1982)
 KZ0451
 KZ0451                         *CURRENT SURVEY CONTROL
 KZ0451  ___________________________________________________________________
 KZ0451* NAD 83(1986)-  40 33 47.     (N)    082 15 40.     (W)     SCALED    
 KZ0451* NAVD 88     -       397.951  (meters)    1305.61   (feet)  ADJUSTED  
 KZ0451  ___________________________________________________________________
 KZ0451  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KZ0451  DYNAMIC HT  -         397.756 (meters)    1304.97  (feet)  COMP
 KZ0451  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 KZ0451
 KZ0451  VERT ORDER  -  SECOND    CLASS 0
 KZ0451
 KZ0451.The horizontal coordinates were scaled from a topographic map and have
 KZ0451.an estimated accuracy of +/- 6 seconds.
 KZ0451
 KZ0451.The orthometric height was determined by differential leveling
 KZ0451.and adjusted by the National Geodetic Survey in June 1991..
 KZ0451
 KZ0451.The geoid height was determined by GEOID03.
 KZ0451
 KZ0451.The dynamic height is computed by dividing the NAVD 88
 KZ0451.geopotential number by the normal gravity value computed on the
 KZ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0451.degrees latitude (g = 980.6199 gals.).
 KZ0451
 KZ0451.The modeled gravity was interpolated from observed gravity values.
 KZ0451
 KZ0451;                    North         East    Units  Estimated Accuracy
 KZ0451;SPC OH N     -    99,570.      620,230.      MT  (+/- 180 meters Scaled)
 KZ0451
 KZ0451                          SUPERSEDED SURVEY CONTROL
 KZ0451
 KZ0451  NGVD 29 (??/??/92)  398.141  (m)         1306.23   (f) ADJ UNCH    2 0
 KZ0451
 KZ0451.Superseded values are not recommended for survey control.
 KZ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0451.See file dsdata.txt to determine how the superseded data were derived.
 KZ0451
 KZ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE932910(NAD 83)
 KZ0451_MARKER: DB = BENCH MARK DISK
 KZ0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0451_STAMPING: H 266 1959
 KZ0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0451+STABILITY: SURFACE MOTION
 KZ0451
 KZ0451  HISTORY     - Date     Condition        Report By
 KZ0451  HISTORY     - 1959     MONUMENTED       CGS
 KZ0451  HISTORY     - 1971     GOOD             NGS
 KZ0451
 KZ0451                          STATION DESCRIPTION
 KZ0451
 KZ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0451'5.8 MI NW FROM GREER.
 KZ0451'ABOUT 0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 514 FROM THE
 KZ0451'WEST END OF BRIDGE OVER MOHICAN RIVER AT GREER, THENCE ABOUT
 KZ0451'4.85 MILES NORTHWEST ALONG COUNTY ROAD 43, 0.75 MILE SOUTHWEST
 KZ0451'ALONG ASHLAND COUNTY ROAD 119 FROM THE JUNCTION OF STATE HIGHWAY
 KZ0451'3, 0.6 MILE NORTH OF THE JUNCTION OF ROAD NO. 81 LEADING
 KZ0451'SOUTH, 73 YARDS SOUTH OF THE INTERSECTION OF ASHLAND-KNOX
 KZ0451'COUNTY LINE, 24 FEET EAST OF THE CENTER LINE OF KNOX COUNTY
 KZ0451'ROAD 43, AND THE JUNCTION OF A DRIVE LEADING SOUTHEAST AND
 KZ0451'DOWNHILL TO A FARMHOUSE, 1 FOOT WEST OF A WIRE FENCE, 29 1/2
 KZ0451'FEET NORTH OF POWER LINE POLE 5347-14-10, 2 FEET NORTH-NORTHWEST
 KZ0451'OF A STEEL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF ROAD,
 KZ0451'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0451
 KZ0451                          STATION RECOVERY (1971)
 KZ0451
 KZ0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0486 ***********************************************************************
 KZ0486  DESIGNATION -  H 267
 KZ0486  PID         -  KZ0486
 KZ0486  STATE/COUNTY-  OH/HOLMES
 KZ0486  USGS QUAD   -  GLENMONT (1962)
 KZ0486
 KZ0486                         *CURRENT SURVEY CONTROL
 KZ0486  ___________________________________________________________________
 KZ0486* NAD 83(1986)-  40 31 01.     (N)    082 05 31.     (W)     SCALED    
 KZ0486* NAVD 88     -       264.784  (meters)     868.71   (feet)  ADJUSTED  
 KZ0486  ___________________________________________________________________
 KZ0486  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KZ0486  DYNAMIC HT  -         264.651 (meters)     868.28  (feet)  COMP
 KZ0486  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 KZ0486
 KZ0486  VERT ORDER  -  SECOND    CLASS 0
 KZ0486
 KZ0486.The horizontal coordinates were scaled from a topographic map and have
 KZ0486.an estimated accuracy of +/- 6 seconds.
 KZ0486
 KZ0486.The orthometric height was determined by differential leveling
 KZ0486.and adjusted by the National Geodetic Survey in June 1991..
 KZ0486
 KZ0486.The geoid height was determined by GEOID03.
 KZ0486
 KZ0486.The dynamic height is computed by dividing the NAVD 88
 KZ0486.geopotential number by the normal gravity value computed on the
 KZ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0486.degrees latitude (g = 980.6199 gals.).
 KZ0486
 KZ0486.The modeled gravity was interpolated from observed gravity values.
 KZ0486
 KZ0486;                    North         East    Units  Estimated Accuracy
 KZ0486;SPC OH N     -    94,500.      634,580.      MT  (+/- 180 meters Scaled)
 KZ0486
 KZ0486                          SUPERSEDED SURVEY CONTROL
 KZ0486
 KZ0486  NGVD 29 (??/??/92)  264.979  (m)          869.35   (f) ADJ UNCH    2 0
 KZ0486
 KZ0486.Superseded values are not recommended for survey control.
 KZ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0486.See file dsdata.txt to determine how the superseded data were derived.
 KZ0486
 KZ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME074857(NAD 83)
 KZ0486_MARKER: DB = BENCH MARK DISK
 KZ0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0486_SP_SET: ABUTMENT
 KZ0486_STAMPING: H 267 1959
 KZ0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0486
 KZ0486  HISTORY     - Date     Condition        Report By
 KZ0486  HISTORY     - 1959     MONUMENTED       CGS
 KZ0486  HISTORY     - 1971     GOOD             NGS
 KZ0486
 KZ0486                          STATION DESCRIPTION
 KZ0486
 KZ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0486'AT GLENMONT.
 KZ0486'AT GLENMONT, ALONG THE PENNSYLVANIA RAILROAD, 226 YARDS EAST
 KZ0486'OF MILEPOST 73, 110 YARDS WEST OF THE STATION, 7.3 FEET SOUTH
 KZ0486'OF THE SOUTH RAIL, IN TOP OF THE SOUTH END OF CONCRETE TOPPED
 KZ0486'BACK WALL OF EAST CONCRETE AND STONE ABUTMENT OF A 15-FOOT
 KZ0486'RAILROAD BRIDGE (NO. 72-87) OVER A CREEK BRANCH, 3 FEET NORTH OF
 KZ0486'THE SOUTH END OF BACK WALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 KZ0486'THE TRACK.
 KZ0486
 KZ0486                          STATION RECOVERY (1971)
 KZ0486
 KZ0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1126 ***********************************************************************
 KZ1126  DESIGNATION -  H 268
 KZ1126  PID         -  KZ1126
 KZ1126  STATE/COUNTY-  OH/RICHLAND
 KZ1126  USGS QUAD   -  MANSFIELD SOUTH (1984)
 KZ1126
 KZ1126                         *CURRENT SURVEY CONTROL
 KZ1126  ___________________________________________________________________
 KZ1126* NAD 83(1986)-  40 41 04.     (N)    082 34 54.     (W)     SCALED    
 KZ1126* NAVD 88     -       358.477  (meters)    1176.10   (feet)  ADJUSTED  
 KZ1126  ___________________________________________________________________
 KZ1126  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KZ1126  DYNAMIC HT  -         358.298 (meters)    1175.52  (feet)  COMP
 KZ1126  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 KZ1126
 KZ1126  VERT ORDER  -  SECOND    CLASS 0
 KZ1126
 KZ1126.The horizontal coordinates were scaled from a topographic map and have
 KZ1126.an estimated accuracy of +/- 6 seconds.
 KZ1126
 KZ1126.The orthometric height was determined by differential leveling
 KZ1126.and adjusted by the National Geodetic Survey in June 1991..
 KZ1126
 KZ1126.The geoid height was determined by GEOID03.
 KZ1126
 KZ1126.The dynamic height is computed by dividing the NAVD 88
 KZ1126.geopotential number by the normal gravity value computed on the
 KZ1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1126.degrees latitude (g = 980.6199 gals.).
 KZ1126
 KZ1126.The modeled gravity was interpolated from observed gravity values.
 KZ1126
 KZ1126;                    North         East    Units  Estimated Accuracy
 KZ1126;SPC OH N     -   113,020.      593,100.      MT  (+/- 180 meters Scaled)
 KZ1126
 KZ1126                          SUPERSEDED SURVEY CONTROL
 KZ1126
 KZ1126  NGVD 29 (??/??/92)  358.620  (m)         1176.57   (f) ADJ UNCH    2 0
 KZ1126
 KZ1126.Superseded values are not recommended for survey control.
 KZ1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1126.See file dsdata.txt to determine how the superseded data were derived.
 KZ1126
 KZ1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF663049(NAD 83)
 KZ1126_MARKER: DB = BENCH MARK DISK
 KZ1126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1126_SP_SET: ABUTMENT
 KZ1126_STAMPING: H 268 1959
 KZ1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1126
 KZ1126  HISTORY     - Date     Condition        Report By
 KZ1126  HISTORY     - 1959     MONUMENTED       CGS
 KZ1126
 KZ1126                          STATION DESCRIPTION
 KZ1126
 KZ1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1126'0.4 MI N FROM LEXINGTON.
 KZ1126'ABOUT 0.35 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ1126'THE STATION AT LEXINGTON, AT MILEPOLE 53+24, 10 1/2 FEET EAST
 KZ1126'OF THE EAST RAIL, IN TOP OF THE FIRST STEP-DOWN OF THE EAST END
 KZ1126'OF THE SOUTH CONCRETE TOPPED STONE ABUTMENT OF BRIDGE OVER CLEAR
 KZ1126'FORK OF MOHICAN RIVER, AND ABOUT 2 FEET BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1356 ***********************************************************************
 KZ1356  DESIGNATION -  H 269
 KZ1356  PID         -  KZ1356
 KZ1356  STATE/COUNTY-  OH/MORROW
 KZ1356  USGS QUAD   -  BLOOMING GROVE (1987)
 KZ1356
 KZ1356                         *CURRENT SURVEY CONTROL
 KZ1356  ___________________________________________________________________
 KZ1356* NAD 83(1986)-  40 41 32.     (N)    082 39 55.     (W)     SCALED    
 KZ1356* NAVD 88     -       423.456  (meters)    1389.29   (feet)  ADJUSTED  
 KZ1356  ___________________________________________________________________
 KZ1356  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ1356  DYNAMIC HT  -         423.243 (meters)    1388.59  (feet)  COMP
 KZ1356  MODELED GRAV-     980,107.9   (mgal)                       NAVD 88
 KZ1356
 KZ1356  VERT ORDER  -  SECOND    CLASS 0
 KZ1356
 KZ1356.The horizontal coordinates were scaled from a topographic map and have
 KZ1356.an estimated accuracy of +/- 6 seconds.
 KZ1356
 KZ1356.The orthometric height was determined by differential leveling
 KZ1356.and adjusted by the National Geodetic Survey in June 1991..
 KZ1356
 KZ1356.The geoid height was determined by GEOID03.
 KZ1356
 KZ1356.The dynamic height is computed by dividing the NAVD 88
 KZ1356.geopotential number by the normal gravity value computed on the
 KZ1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1356.degrees latitude (g = 980.6199 gals.).
 KZ1356
 KZ1356.The modeled gravity was interpolated from observed gravity values.
 KZ1356
 KZ1356;                    North         East    Units  Estimated Accuracy
 KZ1356;SPC OH N     -   113,900.      586,030.      MT  (+/- 180 meters Scaled)
 KZ1356
 KZ1356                          SUPERSEDED SURVEY CONTROL
 KZ1356
 KZ1356  NGVD 29 (??/??/92)  423.597  (m)         1389.75   (f) ADJ UNCH    2 0
 KZ1356
 KZ1356.Superseded values are not recommended for survey control.
 KZ1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1356.See file dsdata.txt to determine how the superseded data were derived.
 KZ1356
 KZ1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF592059(NAD 83)
 KZ1356_MARKER: DB = BENCH MARK DISK
 KZ1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1356_STAMPING: H 269 1959
 KZ1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1356+STABILITY: SURFACE MOTION
 KZ1356
 KZ1356  HISTORY     - Date     Condition        Report By
 KZ1356  HISTORY     - 1959     MONUMENTED       CGS
 KZ1356
 KZ1356                          STATION DESCRIPTION
 KZ1356
 KZ1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1356'0.8 MI N FROM STEAM CORNERS.
 KZ1356'ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 314 FROM THE
 KZ1356'INTERSECTION OF MORROW COUNTY ROAD 37 AT STEAM CORNERS, 0.8
 KZ1356'MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAY 97, 46 FEET
 KZ1356'WEST OF THE CENTER LINE OF HIGHWAY, 86 FEET NORTH OF THE CENTER
 KZ1356'LINE OF A DRIVE LEADING WEST TO A FARMHOUSE, 1 1/2 FEET EAST OF
 KZ1356'A WIRE FENCE, 68 FEET NORTH OF THE NORTHWEST CORNER OF A CONCRETE
 KZ1356'CATCH BASIN WITH IRON GRILL TOP, 70 FEET NORTH OF A FENCE
 KZ1356'CORNER, 2 FEET NORTH OF A STEEL WITNESS POST, ABOUT 1 1/2
 KZ1356'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A
 KZ1356'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0738 ***********************************************************************
 KZ0738  DESIGNATION -  H 27
 KZ0738  PID         -  KZ0738
 KZ0738  STATE/COUNTY-  OH/LICKING
 KZ0738  USGS QUAD   -  NEWARK (1982)
 KZ0738
 KZ0738                         *CURRENT SURVEY CONTROL
 KZ0738  ___________________________________________________________________
 KZ0738* NAD 83(1986)-  40 05 14.     (N)    082 25 04.     (W)     SCALED    
 KZ0738* NAVD 88     -       265.311  (meters)     870.44   (feet)  ADJUSTED  
 KZ0738  ___________________________________________________________________
 KZ0738  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KZ0738  DYNAMIC HT  -         265.165 (meters)     869.96  (feet)  COMP
 KZ0738  MODELED GRAV-     980,068.7   (mgal)                       NAVD 88
 KZ0738
 KZ0738  VERT ORDER  -  SECOND    CLASS 0
 KZ0738
 KZ0738.The horizontal coordinates were scaled from a topographic map and have
 KZ0738.an estimated accuracy of +/- 6 seconds.
 KZ0738
 KZ0738.The orthometric height was determined by differential leveling
 KZ0738.and adjusted by the National Geodetic Survey in June 1991..
 KZ0738
 KZ0738.The geoid height was determined by GEOID03.
 KZ0738
 KZ0738.The dynamic height is computed by dividing the NAVD 88
 KZ0738.geopotential number by the normal gravity value computed on the
 KZ0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0738.degrees latitude (g = 980.6199 gals.).
 KZ0738
 KZ0738.The modeled gravity was interpolated from observed gravity values.
 KZ0738
 KZ0738;                    North         East    Units  Estimated Accuracy
 KZ0738;SPC OH S     -   231,720.      607,010.      MT  (+/- 180 meters Scaled)
 KZ0738
 KZ0738                          SUPERSEDED SURVEY CONTROL
 KZ0738
 KZ0738  NGVD 29 (??/??/92)  265.504  (m)          871.07   (f) ADJ UNCH    2 0
 KZ0738
 KZ0738.Superseded values are not recommended for survey control.
 KZ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0738.See file dsdata.txt to determine how the superseded data were derived.
 KZ0738
 KZ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE791384(NAD 83)
 KZ0738_MARKER: DB = BENCH MARK DISK
 KZ0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0738_STAMPING: H 27 1934
 KZ0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0738+STABILITY: SURFACE MOTION
 KZ0738
 KZ0738  HISTORY     - Date     Condition        Report By
 KZ0738  HISTORY     - 1934     MONUMENTED       CGS
 KZ0738  HISTORY     - 1942     GOOD             NGS
 KZ0738
 KZ0738                          STATION DESCRIPTION
 KZ0738
 KZ0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KZ0738'2.7 MI N FROM NEWARK.
 KZ0738'2.7 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ0738'NEWARK, LICKING COUNTY, 75 YARDS EAST OF THE CENTERLINE OF STATE
 KZ0738'HIGHWAY 13, 50 FEET SOUTH OF POLE 2+15, 12 FEET SOUTH OF THE
 KZ0738'CENTERLINE OF A DIRT ROAD, 11 FEET SOUTHWEST OF THE WEST RAIL,
 KZ0738'5.3 FEET NORTHWEST OF A FENCE CORNER, AND ONE FOOT ABOVE THE
 KZ0738'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED H 27 1934 AND
 KZ0738'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 KZ0738'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1349 ***********************************************************************
 KZ1349  DESIGNATION -  H 270
 KZ1349  PID         -  KZ1349
 KZ1349  STATE/COUNTY-  OH/RICHLAND
 KZ1349  USGS QUAD   -  CRESTLINE (1982)
 KZ1349
 KZ1349                         *CURRENT SURVEY CONTROL
 KZ1349  ___________________________________________________________________
 KZ1349* NAD 83(1986)-  40 46 28.     (N)    082 39 15.     (W)     SCALED    
 KZ1349* NAVD 88     -       414.413  (meters)    1359.62   (feet)  ADJUSTED  
 KZ1349  ___________________________________________________________________
 KZ1349  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ1349  DYNAMIC HT  -         414.207 (meters)    1358.94  (feet)  COMP
 KZ1349  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 KZ1349
 KZ1349  VERT ORDER  -  SECOND    CLASS 0
 KZ1349
 KZ1349.The horizontal coordinates were scaled from a topographic map and have
 KZ1349.an estimated accuracy of +/- 6 seconds.
 KZ1349
 KZ1349.The orthometric height was determined by differential leveling
 KZ1349.and adjusted by the National Geodetic Survey in June 1991..
 KZ1349
 KZ1349.The geoid height was determined by GEOID03.
 KZ1349
 KZ1349.The dynamic height is computed by dividing the NAVD 88
 KZ1349.geopotential number by the normal gravity value computed on the
 KZ1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1349.degrees latitude (g = 980.6199 gals.).
 KZ1349
 KZ1349.The modeled gravity was interpolated from observed gravity values.
 KZ1349
 KZ1349;                    North         East    Units  Estimated Accuracy
 KZ1349;SPC OH N     -   123,030.      586,990.      MT  (+/- 180 meters Scaled)
 KZ1349
 KZ1349                          SUPERSEDED SURVEY CONTROL
 KZ1349
 KZ1349  NGVD 29 (??/??/92)  414.552  (m)         1360.08   (f) ADJ UNCH    2 0
 KZ1349
 KZ1349.Superseded values are not recommended for survey control.
 KZ1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1349.See file dsdata.txt to determine how the superseded data were derived.
 KZ1349
 KZ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF604150(NAD 83)
 KZ1349_MARKER: DB = BENCH MARK DISK
 KZ1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1349_STAMPING: H 270 1959
 KZ1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1349+STABILITY: SURFACE MOTION
 KZ1349
 KZ1349  HISTORY     - Date     Condition        Report By
 KZ1349  HISTORY     - 1959     MONUMENTED       CGS
 KZ1349  HISTORY     - 1973     GOOD             OHDT
 KZ1349  HISTORY     - 1985     GOOD             LOCSUR
 KZ1349  HISTORY     - 19870322 MARK NOT FOUND   USPSQD
 KZ1349  HISTORY     - 1990     GOOD             USPSQD
 KZ1349
 KZ1349                          STATION DESCRIPTION
 KZ1349
 KZ1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1349'AT ONTARIO.
 KZ1349'AT ONTARIO, ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 314 FROM
 KZ1349'THE INTERSECTION OF U.S. HIGHWAY 30 SOUTH, 0.3 MILE SOUTH OF
 KZ1349'THE INTERSECTION OF U.S. HIGHWAY 30 NORTH, 27 1/2 FEET WEST OF
 KZ1349'THE CENTER LINE OF HIGHWAY 314, ACROSS THE ROAD FROM AN OLD
 KZ1349'1 1/2-STORY FARMHOUSE, 3 FEET SOUTHEAST OF A TELEPHONE POLE,
 KZ1349'57 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE OLD
 KZ1349'WOODEN BARN, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 KZ1349'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- NEEDS
 KZ1349'WITNESS POST.
 KZ1349
 KZ1349                          STATION RECOVERY (1973)
 KZ1349
 KZ1349'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1349'RECOVERED IN GOOD CONDITION.
 KZ1349
 KZ1349                          STATION RECOVERY (1985)
 KZ1349
 KZ1349'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 KZ1349'RECOVERED IN GOOD CONDITION.
 KZ1349
 KZ1349                          STATION RECOVERY (1987)
 KZ1349
 KZ1349'RECOVERY NOTE BY US POWER SQUADRON 1987 (RN)
 KZ1349'MARK NOT FOUND.
 KZ1349
 KZ1349                          STATION RECOVERY (1990)
 KZ1349
 KZ1349'RECOVERY NOTE BY US POWER SQUADRON 1990 (ES)
 KZ1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1259 ***********************************************************************
 KZ1259  DESIGNATION -  H 271
 KZ1259  PID         -  KZ1259
 KZ1259  STATE/COUNTY-  OH/MORROW
 KZ1259  USGS QUAD   -  GALION (1973)
 KZ1259
 KZ1259                         *CURRENT SURVEY CONTROL
 KZ1259  ___________________________________________________________________
 KZ1259* NAD 83(1986)-  40 39 16.     (N)    082 45 57.     (W)     SCALED    
 KZ1259* NAVD 88     -       381.541  (meters)    1251.77   (feet)  ADJUSTED  
 KZ1259  ___________________________________________________________________
 KZ1259  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KZ1259  DYNAMIC HT  -         381.348 (meters)    1251.14  (feet)  COMP
 KZ1259  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 KZ1259
 KZ1259  VERT ORDER  -  SECOND    CLASS 0
 KZ1259
 KZ1259.The horizontal coordinates were scaled from a topographic map and have
 KZ1259.an estimated accuracy of +/- 6 seconds.
 KZ1259
 KZ1259.The orthometric height was determined by differential leveling
 KZ1259.and adjusted by the National Geodetic Survey in June 1991..
 KZ1259
 KZ1259.The geoid height was determined by GEOID03.
 KZ1259
 KZ1259.The dynamic height is computed by dividing the NAVD 88
 KZ1259.geopotential number by the normal gravity value computed on the
 KZ1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1259.degrees latitude (g = 980.6199 gals.).
 KZ1259
 KZ1259.The modeled gravity was interpolated from observed gravity values.
 KZ1259
 KZ1259;                    North         East    Units  Estimated Accuracy
 KZ1259;SPC OH N     -   109,720.      577,520.      MT  (+/- 180 meters Scaled)
 KZ1259
 KZ1259                          SUPERSEDED SURVEY CONTROL
 KZ1259
 KZ1259  NGVD 29 (??/??/92)  381.675  (m)         1252.21   (f) ADJ UNCH    2 0
 KZ1259
 KZ1259.Superseded values are not recommended for survey control.
 KZ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1259.See file dsdata.txt to determine how the superseded data were derived.
 KZ1259
 KZ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF507018(NAD 83)
 KZ1259_MARKER: DB = BENCH MARK DISK
 KZ1259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1259_SP_SET: BRIDGE
 KZ1259_STAMPING: H 271 1959
 KZ1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1259
 KZ1259  HISTORY     - Date     Condition        Report By
 KZ1259  HISTORY     - 1959     MONUMENTED       CGS
 KZ1259
 KZ1259                          STATION DESCRIPTION
 KZ1259
 KZ1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1259'4.4 MI SE FROM ST JAMES.
 KZ1259'ABOUT 0.6 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1259'FROM THE ELEVATOR AT ST. JAMES, THENCE ABOUT 1.9 MILES EAST
 KZ1259'ALONG IBERIA-BELLEVILLE ROAD, THENCE ABOUT 0.9 MILE SOUTH
 KZ1259'ALONG COUNTY ROAD 40, THENCE ABOUT 0.95 MILE EAST ALONG COUNTY
 KZ1259'ROAD 57, AT THE INTERSECTION OF STATE HIGHWAY 19, 67 YARDS
 KZ1259'NORTH OF THE CENTER LINE OF COUNTY ROAD 57, 13 FEET WEST OF THE
 KZ1259'CENTER LINE OF STATE HIGHWAY 19, IN TOP OF THE SOUTH END OF THE
 KZ1259'WEST SAFETY CURB OF CONCRETE BRIDGE UNDER HIGHWAY 19, AND ABOUT
 KZ1259'0.9 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0965 ***********************************************************************
 KZ0965  DESIGNATION -  H 272
 KZ0965  PID         -  KZ0965
 KZ0965  STATE/COUNTY-  OH/KNOX
 KZ0965  USGS QUAD   -  CENTERBURG (1984)
 KZ0965
 KZ0965                         *CURRENT SURVEY CONTROL
 KZ0965  ___________________________________________________________________
 KZ0965* NAD 83(1986)-  40 18 31.     (N)    082 41 42.     (W)     SCALED    
 KZ0965* NAVD 88     -       369.261  (meters)    1211.48   (feet)  ADJUSTED  
 KZ0965  ___________________________________________________________________
 KZ0965  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KZ0965  DYNAMIC HT  -         369.062 (meters)    1210.83  (feet)  COMP
 KZ0965  MODELED GRAV-     980,076.0   (mgal)                       NAVD 88
 KZ0965
 KZ0965  VERT ORDER  -  SECOND    CLASS 0
 KZ0965
 KZ0965.The horizontal coordinates were scaled from a topographic map and have
 KZ0965.an estimated accuracy of +/- 6 seconds.
 KZ0965
 KZ0965.The orthometric height was determined by differential leveling
 KZ0965.and adjusted by the National Geodetic Survey in June 1991..
 KZ0965
 KZ0965.The geoid height was determined by GEOID03.
 KZ0965
 KZ0965.The dynamic height is computed by dividing the NAVD 88
 KZ0965.geopotential number by the normal gravity value computed on the
 KZ0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0965.degrees latitude (g = 980.6199 gals.).
 KZ0965
 KZ0965.The modeled gravity was interpolated from observed gravity values.
 KZ0965
 KZ0965;                    North         East    Units  Estimated Accuracy
 KZ0965;SPC OH N     -    71,310.      583,420.      MT  (+/- 180 meters Scaled)
 KZ0965
 KZ0965                          SUPERSEDED SURVEY CONTROL
 KZ0965
 KZ0965  NGVD 29 (??/??/92)  369.395  (m)         1211.92   (f) ADJ UNCH    2 0
 KZ0965
 KZ0965.Superseded values are not recommended for survey control.
 KZ0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0965.See file dsdata.txt to determine how the superseded data were derived.
 KZ0965
 KZ0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE559633(NAD 83)
 KZ0965_MARKER: DB = BENCH MARK DISK
 KZ0965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0965_SP_SET: CULVERT
 KZ0965_STAMPING: H 272 1959
 KZ0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0965
 KZ0965  HISTORY     - Date     Condition        Report By
 KZ0965  HISTORY     - 1959     MONUMENTED       CGS
 KZ0965
 KZ0965                          STATION DESCRIPTION
 KZ0965
 KZ0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0965'0.2 MI NE FROM CENTERBURG.
 KZ0965'ABOUT 0.25 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD
 KZ0965'FROM THE STATION AT CENTERBURB, 0.1 MILE (169 YARDS) SOUTHWEST
 KZ0965'OF MILEPOST H 113, 0.15 MILE (322 YARDS) SOUTHWEST OF THE
 KZ0965'CROSSING OF STATE HIGHWAY 314, 15 1/2 FEET NORTHWEST OF THE
 KZ0965'NORTHWEST RAIL, IN TOP OF THE NORTHEAST END OF THE NORTHWEST
 KZ0965'HEAD WALL OF A 12-FOOT CONCRETE CULVERT UNDER THE RAILROAD,
 KZ0965'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0937 ***********************************************************************
 KZ0937  DESIGNATION -  H 273
 KZ0937  PID         -  KZ0937
 KZ0937  STATE/COUNTY-  OH/DELAWARE
 KZ0937  USGS QUAD   -  KILBOURNE (1983)
 KZ0937
 KZ0937                         *CURRENT SURVEY CONTROL
 KZ0937  ___________________________________________________________________
 KZ0937* NAD 83(1986)-  40 16 24.     (N)    082 54 30.     (W)     SCALED    
 KZ0937* NAVD 88     -       285.859  (meters)     937.86   (feet)  ADJUSTED  
 KZ0937  ___________________________________________________________________
 KZ0937  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KZ0937  DYNAMIC HT  -         285.707 (meters)     937.36  (feet)  COMP
 KZ0937  MODELED GRAV-     980,085.7   (mgal)                       NAVD 88
 KZ0937
 KZ0937  VERT ORDER  -  SECOND    CLASS 0
 KZ0937
 KZ0937.The horizontal coordinates were scaled from a topographic map and have
 KZ0937.an estimated accuracy of +/- 6 seconds.
 KZ0937
 KZ0937.The orthometric height was determined by differential leveling
 KZ0937.and adjusted by the National Geodetic Survey in June 1991..
 KZ0937
 KZ0937.The geoid height was determined by GEOID03.
 KZ0937
 KZ0937.The dynamic height is computed by dividing the NAVD 88
 KZ0937.geopotential number by the normal gravity value computed on the
 KZ0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0937.degrees latitude (g = 980.6199 gals.).
 KZ0937
 KZ0937.The modeled gravity was interpolated from observed gravity values.
 KZ0937
 KZ0937;                    North         East    Units  Estimated Accuracy
 KZ0937;SPC OH N     -    67,450.      565,270.      MT  (+/- 180 meters Scaled)
 KZ0937
 KZ0937                          SUPERSEDED SURVEY CONTROL
 KZ0937
 KZ0937  NGVD 29 (??/??/92)  286.016  (m)          938.37   (f) ADJ UNCH    2 0
 KZ0937
 KZ0937.Superseded values are not recommended for survey control.
 KZ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0937.See file dsdata.txt to determine how the superseded data were derived.
 KZ0937
 KZ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE377598(NAD 83)
 KZ0937_MARKER: DB = BENCH MARK DISK
 KZ0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0937_STAMPING: H 273 1959
 KZ0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0937+STABILITY: SURFACE MOTION
 KZ0937
 KZ0937  HISTORY     - Date     Condition        Report By
 KZ0937  HISTORY     - 1959     MONUMENTED       CGS
 KZ0937  HISTORY     - 20030728 MARK NOT FOUND   USPSQD
 KZ0937  HISTORY     - 20041205 MARK NOT FOUND   USPSQD
 KZ0937
 KZ0937                          STATION DESCRIPTION
 KZ0937
 KZ0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0937'0.6 MI N FROM BERKSHIRE.
 KZ0937'ABOUT 0.55 MILE NORTH ALONG ROAD 34 FROM THE INTERSECTION OF
 KZ0937'U.S. HIGHWAY 36 AT BERKSHIRE, 0.55 MILE SOUTH OF A ROAD
 KZ0937'JUNCTION, 27 1/2 FEET WEST OF THE CENTER LINE OF ROAD 34, 1
 KZ0937'FOOT EAST OF A WIRE FENCE, 33 FEET NORTH OF A FENCE CORNER, 54
 KZ0937'FEET NORTH OF THE CENTER LINE OF A DRIVE LEADING WEST AND
 KZ0937'SOUTHWEST UPHILL TO A FARM, 162 FEET SOUTH OF THE SOUTH END
 KZ0937'OF THE WEST STONE HEAD WALL OF A STONE MASONRY CATTLE PASS
 KZ0937'UNDER ROAD 34, 2 1/2 FEET SOUTHEAST OF A STEEL WITNESS POST,
 KZ0937'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN TOP OF
 KZ0937'A CONCRETE POST PROJECTING 2 INCHES.
 KZ0937
 KZ0937                          STATION RECOVERY (2003)
 KZ0937
 KZ0937'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0937'MARK NOT FOUND.
 KZ0937
 KZ0937                          STATION RECOVERY (2004)
 KZ0937
 KZ0937'RECOVERY NOTE BY US POWER SQUADRON 2004
 KZ0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0940 ***********************************************************************
 KZ0940  DESIGNATION -  H 274
 KZ0940  PID         -  KZ0940
 KZ0940  STATE/COUNTY-  OH/DELAWARE
 KZ0940  USGS QUAD   -  KILBOURNE (1983)
 KZ0940
 KZ0940                         *CURRENT SURVEY CONTROL
 KZ0940  ___________________________________________________________________
 KZ0940* NAD 83(1986)-  40 17 23.     (N)    082 52 46.     (W)     SCALED    
 KZ0940* NAVD 88     -       285.364  (meters)     936.23   (feet)  ADJUSTED  
 KZ0940  ___________________________________________________________________
 KZ0940  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0940  DYNAMIC HT  -         285.211 (meters)     935.73  (feet)  COMP
 KZ0940  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 KZ0940
 KZ0940  VERT ORDER  -  SECOND    CLASS 0
 KZ0940
 KZ0940.The horizontal coordinates were scaled from a topographic map and have
 KZ0940.an estimated accuracy of +/- 6 seconds.
 KZ0940
 KZ0940.The orthometric height was determined by differential leveling
 KZ0940.and adjusted by the National Geodetic Survey in June 1991..
 KZ0940
 KZ0940.The geoid height was determined by GEOID03.
 KZ0940
 KZ0940.The dynamic height is computed by dividing the NAVD 88
 KZ0940.geopotential number by the normal gravity value computed on the
 KZ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0940.degrees latitude (g = 980.6199 gals.).
 KZ0940
 KZ0940.The modeled gravity was interpolated from observed gravity values.
 KZ0940
 KZ0940;                    North         East    Units  Estimated Accuracy
 KZ0940;SPC OH N     -    69,260.      567,730.      MT  (+/- 180 meters Scaled)
 KZ0940
 KZ0940                          SUPERSEDED SURVEY CONTROL
 KZ0940
 KZ0940  NGVD 29 (??/??/92)  285.517  (m)          936.73   (f) ADJ UNCH    2 0
 KZ0940
 KZ0940.Superseded values are not recommended for survey control.
 KZ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0940.See file dsdata.txt to determine how the superseded data were derived.
 KZ0940
 KZ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE402616(NAD 83)
 KZ0940_MARKER: DB = BENCH MARK DISK
 KZ0940_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0940_SP_SET: ABUTMENT
 KZ0940_STAMPING: H 274 1959
 KZ0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0940
 KZ0940  HISTORY     - Date     Condition        Report By
 KZ0940  HISTORY     - 1959     MONUMENTED       CGS
 KZ0940  HISTORY     - 20030728 MARK NOT FOUND   USPSQD
 KZ0940
 KZ0940                          STATION DESCRIPTION
 KZ0940
 KZ0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0940'3 MI NE FROM BERKSHIRE.
 KZ0940'ABOUT 2.9 MILES NORTH ALONG COUNTY ROAD 34 FROM THE INTERSECTION
 KZ0940'OF U.S. HIGHWAY 36 AT BERKSHIRE, THENCE ABOUT 1.75 MILES
 KZ0940'NORTHEAST ALONG TWP ROAD 56, THENCE ABOUT 0.1 MILE SOUTHEAST
 KZ0940'AND SOUTH ALONG COUNTY ROAD 33, 12 1/2 FEET WEST OF THE CENTER
 KZ0940'LINE OF ROAD 33, IN TOP OF THE WEST END OF THE NORTH CONCRETE
 KZ0940'ABUTMENT OF A 30-FOOT WOODEN DECK STEEL BRIDGE ACROSS THE
 KZ0940'MOUTH OF A CREEK BRANCH (AT THE CONFLUENCE OF CREEK BRANCH
 KZ0940'AND LITTLE WALNUT CREEK), ABOUT LEVEL WITH THE ROAD.
 KZ0940
 KZ0940                          STATION RECOVERY (2003)
 KZ0940
 KZ0940'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1590 ***********************************************************************
 KY1590  DESIGNATION -  H 275
 KY1590  PID         -  KY1590
 KY1590  STATE/COUNTY-  OH/WAYNE
 KY1590  USGS QUAD   -  WOOSTER (1994)
 KY1590
 KY1590                         *CURRENT SURVEY CONTROL
 KY1590  ___________________________________________________________________
 KY1590* NAD 83(1986)-  40 46 27.     (N)    081 55 46.     (W)     SCALED    
 KY1590* NAVD 88     -       310.433  (meters)    1018.48   (feet)  ADJUSTED  
 KY1590  ___________________________________________________________________
 KY1590  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KY1590  DYNAMIC HT  -         310.293 (meters)    1018.02  (feet)  COMP
 KY1590  MODELED GRAV-     980,164.7   (mgal)                       NAVD 88
 KY1590
 KY1590  VERT ORDER  -  SECOND    CLASS 0
 KY1590
 KY1590.The horizontal coordinates were scaled from a topographic map and have
 KY1590.an estimated accuracy of +/- 6 seconds.
 KY1590
 KY1590.The orthometric height was determined by differential leveling
 KY1590.and adjusted by the National Geodetic Survey in June 1991..
 KY1590
 KY1590.The geoid height was determined by GEOID03.
 KY1590
 KY1590.The dynamic height is computed by dividing the NAVD 88
 KY1590.geopotential number by the normal gravity value computed on the
 KY1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1590.degrees latitude (g = 980.6199 gals.).
 KY1590
 KY1590.The modeled gravity was interpolated from observed gravity values.
 KY1590
 KY1590;                    North         East    Units  Estimated Accuracy
 KY1590;SPC OH N     -   123,140.      648,170.      MT  (+/- 180 meters Scaled)
 KY1590
 KY1590                          SUPERSEDED SURVEY CONTROL
 KY1590
 KY1590  NGVD 29 (??/??/92)  310.647  (m)         1019.18   (f) ADJ UNCH    2 0
 KY1590
 KY1590.Superseded values are not recommended for survey control.
 KY1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1590.See file dsdata.txt to determine how the superseded data were derived.
 KY1590
 KY1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF215141(NAD 83)
 KY1590_MARKER: DB = BENCH MARK DISK
 KY1590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1590_SP_SET: CULVERT
 KY1590_STAMPING: H 275 1959
 KY1590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1590
 KY1590  HISTORY     - Date     Condition        Report By
 KY1590  HISTORY     - 1959     MONUMENTED       CGS
 KY1590
 KY1590                          STATION DESCRIPTION
 KY1590
 KY1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1590'1.8 MI S FROM WOOSTER.
 KY1590'ABOUT 1.8 MILES SOUTH ALONG STATE HIGHWAY 76 FROM THE POST OFFICE
 KY1590'AT WOOSTER, 0.25 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 250
 KY1590'LEADING SOUTHEAST, AT THE NORTH ENTRANCE TO OHIO AGRICULTURAL
 KY1590'EXPERIMENT STATION, 23 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 KY1590'IN TOP OF THE SOUTH END OF THE WEST HEAD WALL TO A 4-FOOT
 KY1590'CONCRETE BOX CULVERT, 1 1/2 FEET WEST OF THE SOUTH END OF THE
 KY1590'HEAD WALL, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1768 ***********************************************************************
 KY1768  DESIGNATION -  H 276
 KY1768  PID         -  KY1768
 KY1768  STATE/COUNTY-  OH/HOLMES
 KY1768  USGS QUAD   -  SUGARCREEK (1994)
 KY1768
 KY1768                         *CURRENT SURVEY CONTROL
 KY1768  ___________________________________________________________________
 KY1768* NAD 83(1986)-  40 36 35.     (N)    081 42 27.     (W)     SCALED    
 KY1768* NAVD 88     -       397.008  (meters)    1302.52   (feet)  ADJUSTED  
 KY1768  ___________________________________________________________________
 KY1768  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KY1768  DYNAMIC HT  -         396.818 (meters)    1301.89  (feet)  COMP
 KY1768  MODELED GRAV-     980,132.6   (mgal)                       NAVD 88
 KY1768
 KY1768  VERT ORDER  -  SECOND    CLASS 0
 KY1768
 KY1768.The horizontal coordinates were scaled from a topographic map and have
 KY1768.an estimated accuracy of +/- 6 seconds.
 KY1768
 KY1768.The orthometric height was determined by differential leveling
 KY1768.and adjusted by the National Geodetic Survey in June 1991..
 KY1768
 KY1768.The geoid height was determined by GEOID03.
 KY1768
 KY1768.The dynamic height is computed by dividing the NAVD 88
 KY1768.geopotential number by the normal gravity value computed on the
 KY1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1768.degrees latitude (g = 980.6199 gals.).
 KY1768
 KY1768.The modeled gravity was interpolated from observed gravity values.
 KY1768
 KY1768;                    North         East    Units  Estimated Accuracy
 KY1768;SPC OH N     -   105,030.      667,070.      MT  (+/- 180 meters Scaled)
 KY1768
 KY1768                          SUPERSEDED SURVEY CONTROL
 KY1768
 KY1768  NGVD 29 (??/??/92)  397.217  (m)         1303.20   (f) ADJ UNCH    2 0
 KY1768
 KY1768.Superseded values are not recommended for survey control.
 KY1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1768.See file dsdata.txt to determine how the superseded data were derived.
 KY1768
 KY1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME401956(NAD 83)
 KY1768_MARKER: DB = BENCH MARK DISK
 KY1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1768_STAMPING: H 276 1959
 KY1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1768+STABILITY: SURFACE MOTION
 KY1768
 KY1768  HISTORY     - Date     Condition        Report By
 KY1768  HISTORY     - 1959     MONUMENTED       CGS
 KY1768
 KY1768                          STATION DESCRIPTION
 KY1768
 KY1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1768'0.6 MI SW FROM WINESBURG.
 KY1768'ABOUT 0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 62 FROM THE
 KY1768'SCHOOL AT WINESBURG, AT THE JUNCTION OF STATE HIGHWAY 515,
 KY1768'36 1/2 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 62, 31
 KY1768'FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 515, 57 FEET SOUTH
 KY1768'OF THE CENTER OF THE JUNCTION, 11 1/2 FEET SOUTH OF THE
 KY1768'SOUTHWEST END OF A 18-INCH PIPE CULVERT, 2 1/2 FEET SOUTHEAST
 KY1768'OF THE FIRST TELEPHONE POLE SOUTHWEST OF THE JUNCTION, 1 1/2
 KY1768'FEET NORTHEAST OF A FENCE LINE, 1 1/2 FEET NORTH OF A STEEL
 KY1768'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY (515),
 KY1768'ABOUT LEVEL WITH HIGHWAY 62, AND SET IN TOP OF A CONCRETE POST
 KY1768'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2006 ***********************************************************************
 KY2006  DESIGNATION -  H 277
 KY2006  PID         -  KY2006
 KY2006  STATE/COUNTY-  OH/HOLMES
 KY2006  USGS QUAD   -  BERLIN (1994)
 KY2006
 KY2006                         *CURRENT SURVEY CONTROL
 KY2006  ___________________________________________________________________
 KY2006* NAD 83(1986)-  40 37 25.     (N)    081 49 54.     (W)     SCALED    
 KY2006* NAVD 88     -       326.839  (meters)    1072.30   (feet)  ADJUSTED  
 KY2006  ___________________________________________________________________
 KY2006  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KY2006  DYNAMIC HT  -         326.684 (meters)    1071.80  (feet)  COMP
 KY2006  MODELED GRAV-     980,140.9   (mgal)                       NAVD 88
 KY2006
 KY2006  VERT ORDER  -  SECOND    CLASS 0
 KY2006
 KY2006.The horizontal coordinates were scaled from a topographic map and have
 KY2006.an estimated accuracy of +/- 6 seconds.
 KY2006
 KY2006.The orthometric height was determined by differential leveling
 KY2006.and adjusted by the National Geodetic Survey in June 1991..
 KY2006
 KY2006.The geoid height was determined by GEOID03.
 KY2006
 KY2006.The dynamic height is computed by dividing the NAVD 88
 KY2006.geopotential number by the normal gravity value computed on the
 KY2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2006.degrees latitude (g = 980.6199 gals.).
 KY2006
 KY2006.The modeled gravity was interpolated from observed gravity values.
 KY2006
 KY2006;                    North         East    Units  Estimated Accuracy
 KY2006;SPC OH N     -   106,480.      656,550.      MT  (+/- 180 meters Scaled)
 KY2006
 KY2006                          SUPERSEDED SURVEY CONTROL
 KY2006
 KY2006  NGVD 29 (??/??/92)  327.049  (m)         1072.99   (f) ADJ UNCH    2 0
 KY2006
 KY2006.Superseded values are not recommended for survey control.
 KY2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2006.See file dsdata.txt to determine how the superseded data were derived.
 KY2006
 KY2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME296973(NAD 83)
 KY2006_MARKER: DB = BENCH MARK DISK
 KY2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2006_STAMPING: H 277 1959
 KY2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2006+STABILITY: SURFACE MOTION
 KY2006
 KY2006  HISTORY     - Date     Condition        Report By
 KY2006  HISTORY     - 1959     MONUMENTED       CGS
 KY2006  HISTORY     - 1971     GOOD             OHDT
 KY2006
 KY2006                          STATION DESCRIPTION
 KY2006
 KY2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY2006'0.8 MI NW FROM FRYBURG.
 KY2006'ABOUT 0.75 MILE NORTHWEST ALONG COUNTY ROAD 201 FROM THE
 KY2006'INTERSECTION OF STATE HIGHWAY 241 AT FRYBURG, ON THE INSIDE OF
 KY2006'A LONG CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, AT
 KY2006'THE JUNCTION OF TWP ROAD 234 TO THE NORTHEAST, 23 FEET SOUTHWEST
 KY2006'OF THE CENTER LINE OF ROAD 201, 147 FEET SOUTHEAST OF THE CENTER
 KY2006'LINE OF THE JUNCTION OF THE SOUTHEAST LEG OF ROAD 234, 84 FEET
 KY2006'SOUTHEAST OF THE WEST ONE OF TWO PIPE LINE MARKERS POSTS, 2 FEET
 KY2006'NORTHEAST OF A FENCE LINE, 1 1/2 FEET NORTHWEST OF A STEEL
 KY2006'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 3
 KY2006'INCHES.
 KY2006
 KY2006                          STATION RECOVERY (1971)
 KY2006
 KY2006'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY2006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1961 ***********************************************************************
 KY1961  DESIGNATION -  H 278
 KY1961  PID         -  KY1961
 KY1961  STATE/COUNTY-  OH/WAYNE
 KY1961  USGS QUAD   -  FREDERICKSBURG (1994)
 KY1961
 KY1961                         *CURRENT SURVEY CONTROL
 KY1961  ___________________________________________________________________
 KY1961* NAD 83(1986)-  40 41 48.     (N)    081 45 43.     (W)     SCALED    
 KY1961* NAVD 88     -       364.193  (meters)    1194.86   (feet)  ADJUSTED  
 KY1961  ___________________________________________________________________
 KY1961  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KY1961  DYNAMIC HT  -         364.022 (meters)    1194.30  (feet)  COMP
 KY1961  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 KY1961
 KY1961  VERT ORDER  -  SECOND    CLASS 0
 KY1961
 KY1961.The horizontal coordinates were scaled from a topographic map and have
 KY1961.an estimated accuracy of +/- 6 seconds.
 KY1961
 KY1961.The orthometric height was determined by differential leveling
 KY1961.and adjusted by the National Geodetic Survey in June 1991..
 KY1961
 KY1961.The geoid height was determined by GEOID03.
 KY1961
 KY1961.The dynamic height is computed by dividing the NAVD 88
 KY1961.geopotential number by the normal gravity value computed on the
 KY1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1961.degrees latitude (g = 980.6199 gals.).
 KY1961
 KY1961.The modeled gravity was interpolated from observed gravity values.
 KY1961
 KY1961;                    North         East    Units  Estimated Accuracy
 KY1961;SPC OH N     -   114,640.      662,380.      MT  (+/- 180 meters Scaled)
 KY1961
 KY1961                          SUPERSEDED SURVEY CONTROL
 KY1961
 KY1961  NGVD 29 (??/??/92)  364.405  (m)         1195.55   (f) ADJ UNCH    2 0
 KY1961
 KY1961.Superseded values are not recommended for survey control.
 KY1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1961.See file dsdata.txt to determine how the superseded data were derived.
 KY1961
 KY1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF356053(NAD 83)
 KY1961_MARKER: DB = BENCH MARK DISK
 KY1961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1961_SP_SET: CULVERT
 KY1961_STAMPING: H 278 1959
 KY1961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1961
 KY1961  HISTORY     - Date     Condition        Report By
 KY1961  HISTORY     - 1959     MONUMENTED       CGS
 KY1961
 KY1961                          STATION DESCRIPTION
 KY1961
 KY1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1961'1.5 MI E FROM MAYSVILLE.
 KY1961'ABOUT 1.5 MILES EAST ALONG COUNTY ROAD 2 FROM THE CHURCH OF GOD
 KY1961'AT MAYSVILLE, 0.15 MILE EAST OF INTERSECTION OF COUNTY ROAD 179,
 KY1961'ON THE SOUTSIDE AND AT THE SOUTHEAST END OF A CURVE WITH
 KY1961'TANGENTS EXTENDING WEST AND SOUTHEAST, IN THE TOP OF NORTHWEST
 KY1961'END OF NORTHEAST HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT,
 KY1961'13 FEET NORTHEAST OF CENTER LINE OF ROAD AND 1 1/2 FEET ABOVE
 KY1961'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1944 ***********************************************************************
 KY1944  DESIGNATION -  H 279
 KY1944  PID         -  KY1944
 KY1944  STATE/COUNTY-  OH/STARK
 KY1944  USGS QUAD   -  NAVARRE (1994)
 KY1944
 KY1944                         *CURRENT SURVEY CONTROL
 KY1944  ___________________________________________________________________
 KY1944* NAD 83(1986)-  40 43 44.     (N)    081 37 26.     (W)     SCALED    
 KY1944* NAVD 88     -       321.151  (meters)    1053.64   (feet)  ADJUSTED  
 KY1944  ___________________________________________________________________
 KY1944  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KY1944  DYNAMIC HT  -         321.002 (meters)    1053.15  (feet)  COMP
 KY1944  MODELED GRAV-     980,151.5   (mgal)                       NAVD 88
 KY1944
 KY1944  VERT ORDER  -  SECOND    CLASS 0
 KY1944
 KY1944.The horizontal coordinates were scaled from a topographic map and have
 KY1944.an estimated accuracy of +/- 6 seconds.
 KY1944
 KY1944.The orthometric height was determined by differential leveling
 KY1944.and adjusted by the National Geodetic Survey in June 1991..
 KY1944
 KY1944.The geoid height was determined by GEOID03.
 KY1944
 KY1944.The dynamic height is computed by dividing the NAVD 88
 KY1944.geopotential number by the normal gravity value computed on the
 KY1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1944.degrees latitude (g = 980.6199 gals.).
 KY1944
 KY1944.The modeled gravity was interpolated from observed gravity values.
 KY1944
 KY1944;                    North         East    Units  Estimated Accuracy
 KY1944;SPC OH N     -   118,330.      674,010.      MT  (+/- 180 meters Scaled)
 KY1944
 KY1944                          SUPERSEDED SURVEY CONTROL
 KY1944
 KY1944  NGVD 29 (??/??/92)  321.363  (m)         1054.34   (f) ADJ UNCH    2 0
 KY1944
 KY1944.Superseded values are not recommended for survey control.
 KY1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1944.See file dsdata.txt to determine how the superseded data were derived.
 KY1944
 KY1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF473088(NAD 83)
 KY1944_MARKER: DB = BENCH MARK DISK
 KY1944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1944_SP_SET: CULVERT
 KY1944_STAMPING: H 279 1959
 KY1944_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1944
 KY1944  HISTORY     - Date     Condition        Report By
 KY1944  HISTORY     - 1959     MONUMENTED       CGS
 KY1944  HISTORY     - 19910721 GOOD             OHDT
 KY1944
 KY1944                          STATION DESCRIPTION
 KY1944
 KY1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1944'0.4 MI W FROM ELTON.
 KY1944'ABOUT 0.4 MILE WEST ALONG A BLACK TOP ROAD FROM THE BLACK TOP
 KY1944'ROAD CROSSING AT ELTON, ABOUT 0.6 MILE EAST OF A BLACK TOP
 KY1944'CROSSROAD, ABOUT 65 YARDS EAST OF JUNCTION OF TWP ROAD NO. 227
 KY1944'LEADING NORTH, IN THE TOP OF WEST END OF SOUTH HEAD WALL OF A
 KY1944'5-FOOT CONCRETE BOX CULVERT, 22 FEET SOUTH OF CENTER LINE OF
 KY1944'ROAD, 1 FOOT EAST OF WEST END OF HEAD WALL AND 1 1/2 FEET BELOW
 KY1944'LEVEL OF ROAD.
 KY1944
 KY1944                          STATION RECOVERY (1991)
 KY1944
 KY1944'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1944'----- REPORT BY ODOT ---------1991---------- CONDITION - GOOD -------
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1128 ***********************************************************************
 KZ1128  DESIGNATION -  H 28
 KZ1128  PID         -  KZ1128
 KZ1128  STATE/COUNTY-  OH/RICHLAND
 KZ1128  USGS QUAD   -  MANSFIELD SOUTH (1984)
 KZ1128
 KZ1128                         *CURRENT SURVEY CONTROL
 KZ1128  ___________________________________________________________________
 KZ1128* NAD 83(1986)-  40 42 31.     (N)    082 34 52.     (W)     SCALED    
 KZ1128* NAVD 88     -       377.459  (meters)    1238.38   (feet)  ADJUSTED  
 KZ1128  ___________________________________________________________________
 KZ1128  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ1128  DYNAMIC HT  -         377.271 (meters)    1237.76  (feet)  COMP
 KZ1128  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 KZ1128
 KZ1128  VERT ORDER  -  SECOND    CLASS 0
 KZ1128
 KZ1128.The horizontal coordinates were scaled from a topographic map and have
 KZ1128.an estimated accuracy of +/- 6 seconds.
 KZ1128
 KZ1128.The orthometric height was determined by differential leveling
 KZ1128.and adjusted by the National Geodetic Survey in June 1991..
 KZ1128.WARNING-Repeat measurements at this control monument indicate possible
 KZ1128.vertical movement.
 KZ1128
 KZ1128.The geoid height was determined by GEOID03.
 KZ1128
 KZ1128.The dynamic height is computed by dividing the NAVD 88
 KZ1128.geopotential number by the normal gravity value computed on the
 KZ1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1128.degrees latitude (g = 980.6199 gals.).
 KZ1128
 KZ1128.The modeled gravity was interpolated from observed gravity values.
 KZ1128
 KZ1128;                    North         East    Units  Estimated Accuracy
 KZ1128;SPC OH N     -   115,710.      593,150.      MT  (+/- 180 meters Scaled)
 KZ1128
 KZ1128                          SUPERSEDED SURVEY CONTROL
 KZ1128
 KZ1128  NGVD 29 (??/??/92)  377.603  (m)         1238.85   (f) ADJ UNCH    2 0
 KZ1128
 KZ1128.Superseded values are not recommended for survey control.
 KZ1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1128.See file dsdata.txt to determine how the superseded data were derived.
 KZ1128
 KZ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF664076(NAD 83)
 KZ1128_MARKER: DB = BENCH MARK DISK
 KZ1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1128_STAMPING: H 28 1934
 KZ1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1128+STABILITY: SURFACE MOTION
 KZ1128
 KZ1128  HISTORY     - Date     Condition        Report By
 KZ1128  HISTORY     - 1934     MONUMENTED       CGS
 KZ1128  HISTORY     - 1959     GOOD             NGS
 KZ1128
 KZ1128                          STATION DESCRIPTION
 KZ1128
 KZ1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1128'2 MI N FROM LEXINGTON.
 KZ1128'ABOUT 2.05 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ1128'THE STATION AT LEXINGTON, 126 YARDS SOUTH-SOUTHWEST OF THE CENTER
 KZ1128'OF CROSSING OF LEXINGTON-SPRING MILL ROAD, 38 FEET NORTHWEST
 KZ1128'OF THE CENTER OF JUNCTION OF LEXINGTON-SPRING MILL ROAD AND
 KZ1128'ALTA SOUTH ROAD, 27 FEET WEST OF THE CENTER LINE OF LEXINGTON-SPRING
 KZ1128'MILL ROAD, 23 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND 4 FEET ABOVE
 KZ1128'TOP OF RAIL, 14 FEET SOUTHWEST OF A TELEPHONE POLE, 36 FEET
 KZ1128'SOUTH-SOUTHWEST OF MILEPOLE 55+14, 1 FOOT NORTH OF A STEEL
 KZ1128'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN
 KZ1128'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1814 ***********************************************************************
 KY1814  DESIGNATION -  H 280 RESET
 KY1814  PID         -  KY1814
 KY1814  STATE/COUNTY-  OH/WAYNE
 KY1814  USGS QUAD   -  WOOSTER (1994)
 KY1814
 KY1814                         *CURRENT SURVEY CONTROL
 KY1814  ___________________________________________________________________
 KY1814* NAD 83(1986)-  40 49 51.     (N)    081 54 32.     (W)     SCALED    
 KY1814* NAVD 88     -       349.26   (+/-2cm)    1145.9    (feet)  VERTCON   
 KY1814  ___________________________________________________________________
 KY1814  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1814
 KY1814  VERT ORDER  -  THIRD (See Below)
 KY1814
 KY1814.The horizontal coordinates were scaled from a topographic map and have
 KY1814.an estimated accuracy of +/- 6 seconds.
 KY1814
 KY1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY1814.The vertical order pertains to the NGVD 29 superseded value.
 KY1814
 KY1814.The geoid height was determined by GEOID03.
 KY1814
 KY1814;                    North         East    Units  Estimated Accuracy
 KY1814;SPC OH N     -   129,450.      649,860.      MT  (+/- 180 meters Scaled)
 KY1814
 KY1814                          SUPERSEDED SURVEY CONTROL
 KY1814
 KY1814  NGVD 29 (10/13/05)  349.47   (m)         1146.6    (f) RESET       3  
 KY1814
 KY1814.Superseded values are not recommended for survey control.
 KY1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1814.See file dsdata.txt to determine how the superseded data were derived.
 KY1814
 KY1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF233203(NAD 83)
 KY1814_MARKER: DB = BENCH MARK DISK
 KY1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1814_STAMPING: H 208 RESET 1973
 KY1814_MARK LOGO: NGS   
 KY1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1814+STABILITY: SURFACE MOTION
 KY1814
 KY1814  HISTORY     - Date     Condition        Report By
 KY1814  HISTORY     - 1973     MONUMENTED       NGS
 KY1814
 KY1814                          STATION DESCRIPTION
 KY1814
 KY1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KY1814'3.1 MI NE FROM WOOSTER.
 KY1814'3.0 MILES NORTHEAST ALONG BOWMAN STREET FROM ITS INTERSECTION
 KY1814'WITH BEALL ST. AT WOOSTER, 25 FEET WEST OF THE CENTERLINE OF
 KY1814'STATE HIGHWAY 585 (BOWMAN ST.), 1 FOOT SOUTH OF A METAL WITNESS
 KY1814'POST, 3 FEET NORTH OF A GUYED POWER POLE AND UNDERGROUND CABLE
 KY1814'BOX, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 KY1814'TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1829 ***********************************************************************
 KY1829  DESIGNATION -  H 281
 KY1829  PID         -  KY1829
 KY1829  STATE/COUNTY-  OH/WAYNE
 KY1829  USGS QUAD   -  RITTMAN (1994)
 KY1829
 KY1829                         *CURRENT SURVEY CONTROL
 KY1829  ___________________________________________________________________
 KY1829* NAD 83(1986)-  40 55 53.     (N)    081 46 52.     (W)     SCALED    
 KY1829* NAVD 88     -       295.772  (meters)     970.38   (feet)  ADJUSTED  
 KY1829  ___________________________________________________________________
 KY1829  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KY1829  DYNAMIC HT  -         295.643 (meters)     969.96  (feet)  COMP
 KY1829  MODELED GRAV-     980,177.0   (mgal)                       NAVD 88
 KY1829
 KY1829  VERT ORDER  -  SECOND    CLASS 0
 KY1829
 KY1829.The horizontal coordinates were scaled from a topographic map and have
 KY1829.an estimated accuracy of +/- 6 seconds.
 KY1829
 KY1829.The orthometric height was determined by differential leveling
 KY1829.and adjusted by the National Geodetic Survey in June 1991..
 KY1829
 KY1829.The geoid height was determined by GEOID03.
 KY1829
 KY1829.The dynamic height is computed by dividing the NAVD 88
 KY1829.geopotential number by the normal gravity value computed on the
 KY1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1829.degrees latitude (g = 980.6199 gals.).
 KY1829
 KY1829.The modeled gravity was interpolated from observed gravity values.
 KY1829
 KY1829;                    North         East    Units  Estimated Accuracy
 KY1829;SPC OH N     -   140,690.      660,540.      MT  (+/- 180 meters Scaled)
 KY1829
 KY1829                          SUPERSEDED SURVEY CONTROL
 KY1829
 KY1829  NGVD 29 (??/??/92)  296.024  (m)          971.21   (f) ADJ UNCH    2 0
 KY1829
 KY1829.Superseded values are not recommended for survey control.
 KY1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1829.See file dsdata.txt to determine how the superseded data were derived.
 KY1829
 KY1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF342314(NAD 83)
 KY1829_MARKER: DB = BENCH MARK DISK
 KY1829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1829_SP_SET: ABUTMENT
 KY1829_STAMPING: H 281 1959
 KY1829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1829
 KY1829  HISTORY     - Date     Condition        Report By
 KY1829  HISTORY     - 1959     MONUMENTED       CGS
 KY1829  HISTORY     - 19870331 GOOD             OHDT
 KY1829
 KY1829                          STATION DESCRIPTION
 KY1829
 KY1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1829'2.7 MI S FROM RITTMAN.
 KY1829'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 94 FROM THE BALTIMORE
 KY1829'AND OHIO RAILROAD STATION AT RITTMAN, THENCE ABOUT 0.1 MILE
 KY1829'EAST ALONG ROAD 108, 11 FEET NORTH OF THE CENTER LINE OF ROAD
 KY1829'108, IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF A 9-FOOT
 KY1829'CONCRETE BRIDGE OVER A CREEK BRANCH, AND ABOUT LEVEL WITH THE
 KY1829'ROAD.
 KY1829
 KY1829                          STATION RECOVERY (1987)
 KY1829
 KY1829'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1346 ***********************************************************************
 KZ1346  DESIGNATION -  H 282
 KZ1346  PID         -  KZ1346
 KZ1346  STATE/COUNTY-  OH/MORROW
 KZ1346  USGS QUAD   -  SHAUCK (1961)
 KZ1346
 KZ1346                         *CURRENT SURVEY CONTROL
 KZ1346  ___________________________________________________________________
 KZ1346* NAD 83(1986)-  40 30 03.     (N)    082 44 49.     (W)     SCALED    
 KZ1346* NAVD 88     -       353.574  (meters)    1160.02   (feet)  ADJUSTED  
 KZ1346  ___________________________________________________________________
 KZ1346  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ1346  DYNAMIC HT  -         353.389 (meters)    1159.41  (feet)  COMP
 KZ1346  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 KZ1346
 KZ1346  VERT ORDER  -  SECOND    CLASS 0
 KZ1346
 KZ1346.The horizontal coordinates were scaled from a topographic map and have
 KZ1346.an estimated accuracy of +/- 6 seconds.
 KZ1346
 KZ1346.The orthometric height was determined by differential leveling
 KZ1346.and adjusted by the National Geodetic Survey in June 1991..
 KZ1346
 KZ1346.The geoid height was determined by GEOID03.
 KZ1346
 KZ1346.The dynamic height is computed by dividing the NAVD 88
 KZ1346.geopotential number by the normal gravity value computed on the
 KZ1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1346.degrees latitude (g = 980.6199 gals.).
 KZ1346
 KZ1346.The modeled gravity was interpolated from observed gravity values.
 KZ1346
 KZ1346;                    North         East    Units  Estimated Accuracy
 KZ1346;SPC OH N     -    92,660.      579,070.      MT  (+/- 180 meters Scaled)
 KZ1346
 KZ1346                          SUPERSEDED SURVEY CONTROL
 KZ1346
 KZ1346  NGVD 29 (??/??/92)  353.723  (m)         1160.51   (f) ADJ UNCH    2 0
 KZ1346
 KZ1346.Superseded values are not recommended for survey control.
 KZ1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1346.See file dsdata.txt to determine how the superseded data were derived.
 KZ1346
 KZ1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE519848(NAD 83)
 KZ1346_MARKER: DB = BENCH MARK DISK
 KZ1346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1346_SP_SET: ABUTMENT
 KZ1346_STAMPING: H 282 1959
 KZ1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1346
 KZ1346  HISTORY     - Date     Condition        Report By
 KZ1346  HISTORY     - 1959     MONUMENTED       CGS
 KZ1346
 KZ1346                          STATION DESCRIPTION
 KZ1346
 KZ1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1346'6 MI NE FROM FULTON.
 KZ1346'ABOUT 3.2 MILES EAST ALONG ROAD 25 FROM THE CROSSING OF THE
 KZ1346'NEW YORK CENTRAL RAILROAD AT FULTON, THENCE ABOUT 2.75 MILES
 KZ1346'NORTHEAST ALONG ROAD 20, 0.85 MILE SOUTHWEST OF THE INTERSECTION
 KZ1346'OF STATE HIGHWAY 95, 0.3 MILE NORTHEAST OF HARMONY CHAPEL
 KZ1346'CHURCH AND CEMETERY AND THE JUNCTION OF ROAD 123 LEADING WEST,
 KZ1346'0.05 MILE SOUTH OF THE JUNCTION OF ROAD 122 (CHIPPS ROAD)
 KZ1346'LEADING EAST, 14 FEET EAST OF THE CENTER LINE OF ROAD, IN TOP
 KZ1346'OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE OVER
 KZ1346'KOKOSING RIVER, 7 FEET EAST OF THE STEEL PART OF BRIDGE, AND
 KZ1346'ABOUT LEVEL WITH THE BRIDGE FLOOR.  NOTE-- THIS MARK CAN BE
 KZ1346'REACHED BY GOING ABOUT 3.95 MILES NORTHWEST ALONG STATE
 KZ1346'HIGHWAY 95 FROM THE INTERSECTION OF STATE HIGHWAY 314 AT
 KZ1346'CHESTERVILLE, THENCE ABOUT 0.85 MILE SOUTHWEST ALONG ROAD 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1321 ***********************************************************************
 KZ1321  DESIGNATION -  H 283
 KZ1321  PID         -  KZ1321
 KZ1321  STATE/COUNTY-  OH/MORROW
 KZ1321  USGS QUAD   -  SHAUCK (1961)
 KZ1321
 KZ1321                         *CURRENT SURVEY CONTROL
 KZ1321  ___________________________________________________________________
 KZ1321* NAD 83(1986)-  40 34 30.     (N)    082 43 18.     (W)     SCALED    
 KZ1321* NAVD 88     -       422.652  (meters)    1386.65   (feet)  ADJUSTED  
 KZ1321  ___________________________________________________________________
 KZ1321  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KZ1321  DYNAMIC HT  -         422.435 (meters)    1385.94  (feet)  COMP
 KZ1321  MODELED GRAV-     980,099.3   (mgal)                       NAVD 88
 KZ1321
 KZ1321  VERT ORDER  -  SECOND    CLASS 0
 KZ1321
 KZ1321.The horizontal coordinates were scaled from a topographic map and have
 KZ1321.an estimated accuracy of +/- 6 seconds.
 KZ1321
 KZ1321.The orthometric height was determined by differential leveling
 KZ1321.and adjusted by the National Geodetic Survey in June 1991..
 KZ1321
 KZ1321.The geoid height was determined by GEOID03.
 KZ1321
 KZ1321.The dynamic height is computed by dividing the NAVD 88
 KZ1321.geopotential number by the normal gravity value computed on the
 KZ1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1321.degrees latitude (g = 980.6199 gals.).
 KZ1321
 KZ1321.The modeled gravity was interpolated from observed gravity values.
 KZ1321
 KZ1321;                    North         East    Units  Estimated Accuracy
 KZ1321;SPC OH N     -   100,890.      581,230.      MT  (+/- 180 meters Scaled)
 KZ1321
 KZ1321                          SUPERSEDED SURVEY CONTROL
 KZ1321
 KZ1321  NGVD 29 (??/??/92)  422.804  (m)         1387.15   (f) ADJ UNCH    2 0
 KZ1321
 KZ1321.Superseded values are not recommended for survey control.
 KZ1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1321.See file dsdata.txt to determine how the superseded data were derived.
 KZ1321
 KZ1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE542930(NAD 83)
 KZ1321_MARKER: DB = BENCH MARK DISK
 KZ1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1321_STAMPING: H 283 1959
 KZ1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1321+STABILITY: SURFACE MOTION
 KZ1321
 KZ1321  HISTORY     - Date     Condition        Report By
 KZ1321  HISTORY     - 1959     MONUMENTED       CGS
 KZ1321
 KZ1321                          STATION DESCRIPTION
 KZ1321
 KZ1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1321'0.5 MI SE FROM WILLIAMSPORT.
 KZ1321'ABOUT 0.5 MILE SOUTHEAST ALONG COUNTY ROAD 22 FROM THE JUNCTION
 KZ1321'OF U.S. HIGHWAY 42 AT WILLIAMSPORT, 21 1/2 FEET NORTH-NORTHEAST
 KZ1321'OF THE CENTER LINE OF ROAD 22, 2 FEET SOUTH-SOUTHWEST OF A
 KZ1321'WIRE FENCE AND IN LINE WITH FENCE LEADING NORTH, 55 1/2 FEET
 KZ1321'WEST-NORTHWEST OF THE WEST CORNER OF A FARM SHED, 2 1/2 FEET
 KZ1321'NORTHWEST OF A TELEPHONE POLE, 45 FEET NORTH OF AND ACROSS THE
 KZ1321'ROAD FROM POWER LINE POLE 98 EL 15, 2.7 FEET SOUTHEAST OF A
 KZ1321'STEEL WITNESS POST, BAOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 KZ1321'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0908 ***********************************************************************
 KZ0908  DESIGNATION -  H 284
 KZ0908  PID         -  KZ0908
 KZ0908  STATE/COUNTY-  OH/MORROW
 KZ0908  USGS QUAD   -  MARENGO (1961)
 KZ0908
 KZ0908                         *CURRENT SURVEY CONTROL
 KZ0908  ___________________________________________________________________
 KZ0908* NAD 83(1986)-  40 23 59.     (N)    082 45 35.     (W)     SCALED    
 KZ0908* NAVD 88     -       375.901  (meters)    1233.27   (feet)  ADJUSTED  
 KZ0908  ___________________________________________________________________
 KZ0908  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KZ0908  DYNAMIC HT  -         375.702 (meters)    1232.62  (feet)  COMP
 KZ0908  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 KZ0908
 KZ0908  VERT ORDER  -  SECOND    CLASS 0
 KZ0908
 KZ0908.The horizontal coordinates were scaled from a topographic map and have
 KZ0908.an estimated accuracy of +/- 6 seconds.
 KZ0908
 KZ0908.The orthometric height was determined by differential leveling
 KZ0908.and adjusted by the National Geodetic Survey in June 1991..
 KZ0908
 KZ0908.The geoid height was determined by GEOID03.
 KZ0908
 KZ0908.The dynamic height is computed by dividing the NAVD 88
 KZ0908.geopotential number by the normal gravity value computed on the
 KZ0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0908.degrees latitude (g = 980.6199 gals.).
 KZ0908
 KZ0908.The modeled gravity was interpolated from observed gravity values.
 KZ0908
 KZ0908;                    North         East    Units  Estimated Accuracy
 KZ0908;SPC OH N     -    81,440.      577,950.      MT  (+/- 180 meters Scaled)
 KZ0908
 KZ0908                          SUPERSEDED SURVEY CONTROL
 KZ0908
 KZ0908  NGVD 29 (??/??/92)  376.048  (m)         1233.75   (f) ADJ UNCH    2 0
 KZ0908
 KZ0908.Superseded values are not recommended for survey control.
 KZ0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0908.See file dsdata.txt to determine how the superseded data were derived.
 KZ0908
 KZ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE506736(NAD 83)
 KZ0908_MARKER: DB = BENCH MARK DISK
 KZ0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0908_STAMPING: H 284 1959
 KZ0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0908+STABILITY: SURFACE MOTION
 KZ0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0908+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 KZ0908
 KZ0908  HISTORY     - Date     Condition        Report By
 KZ0908  HISTORY     - 1959     MONUMENTED       CGS
 KZ0908  HISTORY     - 1967     GOOD             NGS
 KZ0908  HISTORY     - 1990     GOOD             USPSQD
 KZ0908  HISTORY     - 20030728 GOOD             USPSQD
 KZ0908
 KZ0908                          STATION DESCRIPTION
 KZ0908
 KZ0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0908'3.4 MI W FROM SPARTA.
 KZ0908'ABOUT 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 314 FROM THE
 KZ0908'INTERSECTION OF STATE HIGHWAY 656 AT SPARTA, THENCE ABOUT 3.05
 KZ0908'MILES WEST ALONG STATE HIGHWAY 229, ABOUT 2.9 MILES EAST ALONG
 KZ0908'HIGHWAY 229 FROM THE POST OFFICE AT MARENGO, AT THE T JUNCTION
 KZ0908'OF ROAD 208 LEADING SOUTH, 78 FEET SOUTH OF THE CENTER LINE OF
 KZ0908'THE HIGHWAY, 19 FEET EAST OF THE CENTER LINE OF ROAD 208, 1
 KZ0908'FOOT WEST OF A WIRE FENCE, 53 FEET SOUTH OF A FENCE CORNER,
 KZ0908'2.3 FEET NORTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 KZ0908'HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KZ0908
 KZ0908                          STATION RECOVERY (1967)
 KZ0908
 KZ0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0908'RECOVERED IN GOOD CONDITION.
 KZ0908
 KZ0908                          STATION RECOVERY (1990)
 KZ0908
 KZ0908'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ0908'RECOVERED IN GOOD CONDITION.
 KZ0908
 KZ0908                          STATION RECOVERY (2003)
 KZ0908
 KZ0908'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0979 ***********************************************************************
 KZ0979  DESIGNATION -  H 285
 KZ0979  PID         -  KZ0979
 KZ0979  STATE/COUNTY-  OH/KNOX
 KZ0979  USGS QUAD   -  FREDERICKTOWN (1984)
 KZ0979
 KZ0979                         *CURRENT SURVEY CONTROL
 KZ0979  ___________________________________________________________________
 KZ0979* NAD 83(1986)-  40 24 51.     (N)    082 35 52.     (W)     SCALED    
 KZ0979* NAVD 88     -       370.902  (meters)    1216.87   (feet)  ADJUSTED  
 KZ0979  ___________________________________________________________________
 KZ0979  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KZ0979  DYNAMIC HT  -         370.706 (meters)    1216.22  (feet)  COMP
 KZ0979  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 KZ0979
 KZ0979  VERT ORDER  -  SECOND    CLASS 0
 KZ0979
 KZ0979.The horizontal coordinates were scaled from a topographic map and have
 KZ0979.an estimated accuracy of +/- 6 seconds.
 KZ0979
 KZ0979.The orthometric height was determined by differential leveling
 KZ0979.and adjusted by the National Geodetic Survey in June 1991..
 KZ0979
 KZ0979.The geoid height was determined by GEOID03.
 KZ0979
 KZ0979.The dynamic height is computed by dividing the NAVD 88
 KZ0979.geopotential number by the normal gravity value computed on the
 KZ0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0979.degrees latitude (g = 980.6199 gals.).
 KZ0979
 KZ0979.The modeled gravity was interpolated from observed gravity values.
 KZ0979
 KZ0979;                    North         East    Units  Estimated Accuracy
 KZ0979;SPC OH N     -    83,010.      591,700.      MT  (+/- 180 meters Scaled)
 KZ0979
 KZ0979                          SUPERSEDED SURVEY CONTROL
 KZ0979
 KZ0979  NGVD 29 (??/??/92)  371.052  (m)         1217.36   (f) ADJ UNCH    2 0
 KZ0979
 KZ0979.Superseded values are not recommended for survey control.
 KZ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0979.See file dsdata.txt to determine how the superseded data were derived.
 KZ0979
 KZ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE644749(NAD 83)
 KZ0979_MARKER: DB = BENCH MARK DISK
 KZ0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0979_STAMPING: H 285 1959
 KZ0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0979+STABILITY: SURFACE MOTION
 KZ0979
 KZ0979  HISTORY     - Date     Condition        Report By
 KZ0979  HISTORY     - 1959     MONUMENTED       CGS
 KZ0979
 KZ0979                          STATION DESCRIPTION
 KZ0979
 KZ0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0979'5.5 MI N FROM MT LIBERTY.
 KZ0979'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 36 FROM THE EAST
 KZ0979'JUNCTION OF COUNTY ROAD 25 AT MT. LIBERTY, THENCE ABOUT 4.2 MILES
 KZ0979'NORTH AONG TWP ROAD 65 AND KNOX COUNTY ROAD 1, 0.85 MILE NORTH
 KZ0979'OF THE INTERSECTION OF STATE HIHGWAY 229, 0.7 MILE NORTH OF
 KZ0979'LIBERTY GRANGE BUILDING NO. 1776, 0.1 MILE SOUTH OF THE BOTTOM
 KZ0979'OF GRADES, 0.7 MILE SOUTH OF THE WEST JUNCTION OF COUNTY ROAD
 KZ0979'13, 21 FEET EAST-NORTHEAST OF THE CENTER LINE OF ROAD 1, 1 FOOT
 KZ0979'WEST-SOUTHWEST OF A WIRE FENCE, 212 FEET NORTH-NORTHWEST OF THE
 KZ0979'CENTER OF JUNCTION OF DRIVE LEADING EAST TO A FARMHOUSE AND
 KZ0979'BARN, 49 FEET EAST OF AND ACROSS THE ROAD FROM POWER LINE POLE
 KZ0979'118-112, 2 1/2 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT
 KZ0979'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE
 KZ0979'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1323 ***********************************************************************
 KZ1323  DESIGNATION -  H 286
 KZ1323  PID         -  KZ1323
 KZ1323  STATE/COUNTY-  OH/MORROW
 KZ1323  USGS QUAD   -  SHAUCK (1961)
 KZ1323
 KZ1323                         *CURRENT SURVEY CONTROL
 KZ1323  ___________________________________________________________________
 KZ1323* NAD 83(1986)-  40 31 38.     (N)    082 39 54.     (W)     SCALED    
 KZ1323* NAVD 88     -       407.607  (meters)    1337.29   (feet)  ADJUSTED  
 KZ1323  ___________________________________________________________________
 KZ1323  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KZ1323  DYNAMIC HT  -         407.396 (meters)    1336.60  (feet)  COMP
 KZ1323  MODELED GRAV-     980,095.1   (mgal)                       NAVD 88
 KZ1323
 KZ1323  VERT ORDER  -  SECOND    CLASS 0
 KZ1323
 KZ1323.The horizontal coordinates were scaled from a topographic map and have
 KZ1323.an estimated accuracy of +/- 6 seconds.
 KZ1323
 KZ1323.The orthometric height was determined by differential leveling
 KZ1323.and adjusted by the National Geodetic Survey in June 1991..
 KZ1323
 KZ1323.The geoid height was determined by GEOID03.
 KZ1323
 KZ1323.The dynamic height is computed by dividing the NAVD 88
 KZ1323.geopotential number by the normal gravity value computed on the
 KZ1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1323.degrees latitude (g = 980.6199 gals.).
 KZ1323
 KZ1323.The modeled gravity was interpolated from observed gravity values.
 KZ1323
 KZ1323;                    North         East    Units  Estimated Accuracy
 KZ1323;SPC OH N     -    95,580.      586,020.      MT  (+/- 180 meters Scaled)
 KZ1323
 KZ1323                          SUPERSEDED SURVEY CONTROL
 KZ1323
 KZ1323  NGVD 29 (??/??/92)  407.771  (m)         1337.83   (f) ADJ UNCH    2 0
 KZ1323
 KZ1323.Superseded values are not recommended for survey control.
 KZ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1323.See file dsdata.txt to determine how the superseded data were derived.
 KZ1323
 KZ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE589876(NAD 83)
 KZ1323_MARKER: DB = BENCH MARK DISK
 KZ1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1323_STAMPING: H 286 1959
 KZ1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1323+STABILITY: SURFACE MOTION
 KZ1323
 KZ1323  HISTORY     - Date     Condition        Report By
 KZ1323  HISTORY     - 1959     MONUMENTED       CGS
 KZ1323  HISTORY     - 20040502 MARK NOT FOUND   OHDT
 KZ1323
 KZ1323                          STATION DESCRIPTION
 KZ1323
 KZ1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1323'3.2 MI N FROM CHESTERVILLE.
 KZ1323'ABOUT 3.25 MILES NORTH ALONG STATE HIGHWAY 314 FROM THE
 KZ1323'INTERSECTION OF STATE HIGHWAY 95 AT CHESTERVILLE, 0.5 MILE NORTH
 KZ1323'OF THE INTERSECTION OF ROAD 14, 0.7 MILE SOUTH OF THE
 KZ1323'OVERPASS OF HIGHWAY 314 OVER INTERSTATE HIGHWAY, 72, 105 YARDS
 KZ1323'SOUTH OF THE TOP OF GRADE, 29 FEET EAST OF THE CENTER LINE OF
 KZ1323'HIGHWAY, 1 FOOT WEST OF A WIRE FENCE, 129 FEET SOUTH OF A CROSS
 KZ1323'FENCE CORNER, 4 FEET NORTH OF POWER LINE POLE 102-EH-4, ABOUT
 KZ1323'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A
 KZ1323'CONCRETE POST PROJECTING 3 INCHES.
 KZ1323
 KZ1323                          STATION RECOVERY (2004)
 KZ1323
 KZ1323'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004
 KZ1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1878 ***********************************************************************
 KY1878  DESIGNATION -  H 287
 KY1878  PID         -  KY1878
 KY1878  STATE/COUNTY-  OH/WAYNE
 KY1878  USGS QUAD   -  WOOSTER (1994)
 KY1878
 KY1878                         *CURRENT SURVEY CONTROL
 KY1878  ___________________________________________________________________
 KY1878* NAD 83(1986)-  40 45 32.     (N)    081 53 01.     (W)     SCALED    
 KY1878* NAVD 88     -       322.347  (meters)    1057.57   (feet)  ADJUSTED  
 KY1878  ___________________________________________________________________
 KY1878  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KY1878  DYNAMIC HT  -         322.200 (meters)    1057.08  (feet)  COMP
 KY1878  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 KY1878
 KY1878  VERT ORDER  -  SECOND    CLASS 0
 KY1878
 KY1878.The horizontal coordinates were scaled from a topographic map and have
 KY1878.an estimated accuracy of +/- 6 seconds.
 KY1878
 KY1878.The orthometric height was determined by differential leveling
 KY1878.and adjusted by the National Geodetic Survey in June 1991..
 KY1878
 KY1878.The geoid height was determined by GEOID03.
 KY1878
 KY1878.The dynamic height is computed by dividing the NAVD 88
 KY1878.geopotential number by the normal gravity value computed on the
 KY1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1878.degrees latitude (g = 980.6199 gals.).
 KY1878
 KY1878.The modeled gravity was interpolated from observed gravity values.
 KY1878
 KY1878;                    North         East    Units  Estimated Accuracy
 KY1878;SPC OH N     -   121,470.      652,050.      MT  (+/- 180 meters Scaled)
 KY1878
 KY1878                          SUPERSEDED SURVEY CONTROL
 KY1878
 KY1878  NGVD 29 (??/??/92)  322.562  (m)         1058.27   (f) ADJ UNCH    2 0
 KY1878
 KY1878.Superseded values are not recommended for survey control.
 KY1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1878.See file dsdata.txt to determine how the superseded data were derived.
 KY1878
 KY1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF254123(NAD 83)
 KY1878_MARKER: DB = BENCH MARK DISK
 KY1878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1878_SP_SET: CULVERT
 KY1878_STAMPING: H 287 1959
 KY1878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1878
 KY1878  HISTORY     - Date     Condition        Report By
 KY1878  HISTORY     - 1959     MONUMENTED       CGS
 KY1878  HISTORY     - 1969     GOOD             OHDT
 KY1878  HISTORY     - 1987     GOOD             OHDT
 KY1878
 KY1878                          STATION DESCRIPTION
 KY1878
 KY1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1878'2.8 MI NW FROM APPLE CREEK.
 KY1878'ABOUT 2.85 MILES NORTHWEST ALONG U.S. HIGHWAY 62 FROM THE TOWN
 KY1878'HALL AT APPLE CREEK, 101 YARDS SOUTHEAST OF THE JUNCTION OF SYLVAN
 KY1878'ROAD LEADING NORTH, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KY1878'HIGHWAY, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF
 KY1878'A 2-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND ABOUT LEVEL
 KY1878'WITH THE HIGHWAY.
 KY1878
 KY1878                          STATION RECOVERY (1969)
 KY1878
 KY1878'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1969
 KY1878'RECOVERED IN GOOD CONDITION.
 KY1878
 KY1878                          STATION RECOVERY (1987)
 KY1878
 KY1878'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1845 ***********************************************************************
 KY1845  DESIGNATION -  H 288
 KY1845  PID         -  KY1845
 KY1845  STATE/COUNTY-  OH/WAYNE
 KY1845  USGS QUAD   -  ORRVILLE (1994)
 KY1845
 KY1845                         *CURRENT SURVEY CONTROL
 KY1845  ___________________________________________________________________
 KY1845* NAD 83(1986)-  40 50 04.     (N)    081 45 58.     (W)     SCALED    
 KY1845* NAVD 88     -       336.563  (meters)    1104.21   (feet)  ADJUSTED  
 KY1845  ___________________________________________________________________
 KY1845  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KY1845  DYNAMIC HT  -         336.412 (meters)    1103.71  (feet)  COMP
 KY1845  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 KY1845
 KY1845  VERT ORDER  -  SECOND    CLASS 0
 KY1845
 KY1845.The horizontal coordinates were scaled from a topographic map and have
 KY1845.an estimated accuracy of +/- 6 seconds.
 KY1845
 KY1845.The orthometric height was determined by differential leveling
 KY1845.and adjusted by the National Geodetic Survey in June 1991..
 KY1845
 KY1845.The geoid height was determined by GEOID03.
 KY1845
 KY1845.The dynamic height is computed by dividing the NAVD 88
 KY1845.geopotential number by the normal gravity value computed on the
 KY1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1845.degrees latitude (g = 980.6199 gals.).
 KY1845
 KY1845.The modeled gravity was interpolated from observed gravity values.
 KY1845
 KY1845;                    North         East    Units  Estimated Accuracy
 KY1845;SPC OH N     -   129,940.      661,900.      MT  (+/- 180 meters Scaled)
 KY1845
 KY1845                          SUPERSEDED SURVEY CONTROL
 KY1845
 KY1845  NGVD 29 (??/??/92)  336.787  (m)         1104.94   (f) ADJ UNCH    2 0
 KY1845
 KY1845.Superseded values are not recommended for survey control.
 KY1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1845.See file dsdata.txt to determine how the superseded data were derived.
 KY1845
 KY1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF354206(NAD 83)
 KY1845_MARKER: DB = BENCH MARK DISK
 KY1845_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1845_SP_SET: BUILDING
 KY1845_STAMPING: H 288 1959
 KY1845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1845
 KY1845  HISTORY     - Date     Condition        Report By
 KY1845  HISTORY     - 1959     MONUMENTED       CGS
 KY1845  HISTORY     - 1971     GOOD             OHDT
 KY1845  HISTORY     - 19870331 GOOD             OHDT
 KY1845
 KY1845                          STATION DESCRIPTION
 KY1845
 KY1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1845'AT ORRVILLE.
 KY1845'AT ORRVILLE, ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 94 (MAIN
 KY1845'STREET) FROM THE LIBRARY, THENCE ABOUT 0.1 MILE WEST ALONG OAK
 KY1845'STREET, AT THE INTERSECTION OF VINE STREET, 56 FEET WEST OF THE
 KY1845'WEST CURB OF VINE STREET, 56 FEET NORTH OF THE NORTH CURB OF OAK
 KY1845'STREET, SET VERTICALLY IN THE SOUTH FACE OF RED BRICK BASEMENT
 KY1845'WALL OF A 2-STORY TAN BRICK (OLDER PART) AND MAIN PART OF OAK
 KY1845'STREET SCHOOL, 1 1/2 FEET WEST OF THE SOUTHEAST CORNER OF
 KY1845'BUILDING, AND 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 KY1845
 KY1845                          STATION RECOVERY (1971)
 KY1845
 KY1845'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1845'RECOVERED IN GOOD CONDITION.
 KY1845
 KY1845                          STATION RECOVERY (1987)
 KY1845
 KY1845'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1820 ***********************************************************************
 KY1820  DESIGNATION -  H 289
 KY1820  PID         -  KY1820
 KY1820  STATE/COUNTY-  OH/WAYNE
 KY1820  USGS QUAD   -  WOOSTER (1994)
 KY1820
 KY1820                         *CURRENT SURVEY CONTROL
 KY1820  ___________________________________________________________________
 KY1820* NAD 83(1986)-  40 47 57.     (N)    081 55 55.     (W)     SCALED    
 KY1820* NAVD 88     -       276.609  (meters)     907.51   (feet)  ADJUSTED  
 KY1820  ___________________________________________________________________
 KY1820  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1820  DYNAMIC HT  -         276.484 (meters)     907.10  (feet)  COMP
 KY1820  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 KY1820
 KY1820  VERT ORDER  -  SECOND    CLASS 0
 KY1820
 KY1820.The horizontal coordinates were scaled from a topographic map and have
 KY1820.an estimated accuracy of +/- 6 seconds.
 KY1820
 KY1820.The orthometric height was determined by differential leveling
 KY1820.and adjusted by the National Geodetic Survey in June 1991..
 KY1820
 KY1820.The geoid height was determined by GEOID03.
 KY1820
 KY1820.The dynamic height is computed by dividing the NAVD 88
 KY1820.geopotential number by the normal gravity value computed on the
 KY1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1820.degrees latitude (g = 980.6199 gals.).
 KY1820
 KY1820.The modeled gravity was interpolated from observed gravity values.
 KY1820
 KY1820;                    North         East    Units  Estimated Accuracy
 KY1820;SPC OH N     -   125,920.      647,940.      MT  (+/- 180 meters Scaled)
 KY1820
 KY1820                          SUPERSEDED SURVEY CONTROL
 KY1820
 KY1820  NGVD 29 (??/??/92)  276.820  (m)          908.20   (f) ADJ UNCH    2 0
 KY1820
 KY1820.Superseded values are not recommended for survey control.
 KY1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1820.See file dsdata.txt to determine how the superseded data were derived.
 KY1820
 KY1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF213168(NAD 83)
 KY1820_MARKER: DB = BENCH MARK DISK
 KY1820_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1820_SP_SET: BUILDING
 KY1820_STAMPING: H 289 1959
 KY1820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1820
 KY1820  HISTORY     - Date     Condition        Report By
 KY1820  HISTORY     - 1959     MONUMENTED       CGS
 KY1820  HISTORY     - 1973     GOOD             OHDT
 KY1820
 KY1820                          STATION DESCRIPTION
 KY1820
 KY1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1820'AT WOOSTER.
 KY1820'AT WOOSTER, ABOUT 0.25 MILE EAST ALONG LIBERTY STREET (U.S.
 KY1820'HIGHWAY 30) FROM THE CITY HALL, AT THE PENNSYLVANIA RAILROAD STATION,
 KY1820'SET VERTICALLY IN THE SOUTHEAST FACE OF RED BRICK STATION BUILDING,
 KY1820'2 1/2 FEET ABOVE THE STATION PLATFORM, 2.4 FEET NORTHEAST OF THE
 KY1820'SOUTH CORNER OF BUILDING, 21 1/2 FEET NORTHWEST OF THE NORTHWEST
 KY1820'RAIL OF NORTHWEST TRACK, 39 YARDS NORTHEAST OF THE CROSSING OF
 KY1820'U.S. HIGHWAY 30 AND THE PENNSYLVANIA RAILROAD.
 KY1820
 KY1820                          STATION RECOVERY (1973)
 KY1820
 KY1820'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KY1820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1569 ***********************************************************************
 KZ1569  DESIGNATION -  H 29 RESET
 KZ1569  PID         -  KZ1569
 KZ1569  STATE/COUNTY-  OH/DELAWARE
 KZ1569  USGS QUAD   -  DELAWARE (1973)
 KZ1569
 KZ1569                         *CURRENT SURVEY CONTROL
 KZ1569  ___________________________________________________________________
 KZ1569* NAD 83(1986)-  40 17 34.     (N)    083 01 52.     (W)     SCALED    
 KZ1569* NAVD 88     -       284.266  (meters)     932.63   (feet)  ADJUSTED  
 KZ1569  ___________________________________________________________________
 KZ1569  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KZ1569  DYNAMIC HT  -         284.118 (meters)     932.14  (feet)  COMP
 KZ1569  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 KZ1569
 KZ1569  VERT ORDER  -  FIRST     CLASS I
 KZ1569
 KZ1569.The horizontal coordinates were scaled from a topographic map and have
 KZ1569.an estimated accuracy of +/- 6 seconds.
 KZ1569
 KZ1569.The orthometric height was determined by differential leveling
 KZ1569.and adjusted by the National Geodetic Survey in June 1991..
 KZ1569
 KZ1569.The geoid height was determined by GEOID03.
 KZ1569
 KZ1569.The dynamic height is computed by dividing the NAVD 88
 KZ1569.geopotential number by the normal gravity value computed on the
 KZ1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1569.degrees latitude (g = 980.6199 gals.).
 KZ1569
 KZ1569.The modeled gravity was interpolated from observed gravity values.
 KZ1569
 KZ1569;                    North         East    Units  Estimated Accuracy
 KZ1569;SPC OH N     -    69,670.      554,840.      MT  (+/- 180 meters Scaled)
 KZ1569
 KZ1569                          SUPERSEDED SURVEY CONTROL
 KZ1569
 KZ1569  NGVD 29 (??/??/92)  284.427  (m)          933.16   (f) ADJ UNCH    1 1
 KZ1569
 KZ1569.Superseded values are not recommended for survey control.
 KZ1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1569.See file dsdata.txt to determine how the superseded data were derived.
 KZ1569
 KZ1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE273622(NAD 83)
 KZ1569_MARKER: DB = BENCH MARK DISK
 KZ1569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1569_SP_SET: CULVERT
 KZ1569_STAMPING: H 29 RESET 1963
 KZ1569_MARK LOGO: CGS   
 KZ1569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1569
 KZ1569  HISTORY     - Date     Condition        Report By
 KZ1569  HISTORY     - 1963     MONUMENTED       CGS
 KZ1569  HISTORY     - 1967     GOOD             CGS
 KZ1569  HISTORY     - 1990     GOOD             USPSQD
 KZ1569
 KZ1569                          STATION DESCRIPTION
 KZ1569
 KZ1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1569'1.8 MI E FROM DELAWARE.
 KZ1569'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE CITY HALL
 KZ1569'AT DELAWARE, ABOUT 0.8 MILE NORTHWEST OF THE NEW YORK CENTRAL
 KZ1569'RAILROAD OVERPASS, SET ON THE TOP OF THE TOP STEP OF THE SOUTH WING
 KZ1569'WALL OF A 12-FOOT CONCRETE BOX CULVERT FOR MILL RUN, 35 1/2 FEET
 KZ1569'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY
 KZ1569'AND 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KZ1569
 KZ1569                          STATION RECOVERY (1990)
 KZ1569
 KZ1569'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0636 ***********************************************************************
 KZ0636  DESIGNATION -  H 293
 KZ0636  PID         -  KZ0636
 KZ0636  STATE/COUNTY-  OH/ALLEN
 KZ0636  USGS QUAD   -  HARROD (1984)
 KZ0636
 KZ0636                         *CURRENT SURVEY CONTROL
 KZ0636  ___________________________________________________________________
 KZ0636* NAD 83(1986)-  40 42 34.     (N)    083 55 15.     (W)     SCALED    
 KZ0636* NAVD 88     -       301.747  (meters)     989.98   (feet)  ADJUSTED  
 KZ0636  ___________________________________________________________________
 KZ0636  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 KZ0636  DYNAMIC HT  -         301.593 (meters)     989.48  (feet)  COMP
 KZ0636  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 KZ0636
 KZ0636  VERT ORDER  -  SECOND    CLASS 0
 KZ0636
 KZ0636.The horizontal coordinates were scaled from a topographic map and have
 KZ0636.an estimated accuracy of +/- 6 seconds.
 KZ0636
 KZ0636.The orthometric height was determined by differential leveling
 KZ0636.and adjusted by the National Geodetic Survey in June 1991..
 KZ0636
 KZ0636.The geoid height was determined by GEOID03.
 KZ0636
 KZ0636.The dynamic height is computed by dividing the NAVD 88
 KZ0636.geopotential number by the normal gravity value computed on the
 KZ0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0636.degrees latitude (g = 980.6199 gals.).
 KZ0636
 KZ0636.The modeled gravity was interpolated from observed gravity values.
 KZ0636
 KZ0636;                    North         East    Units  Estimated Accuracy
 KZ0636;SPC OH N     -   116,770.      479,950.      MT  (+/- 180 meters Scaled)
 KZ0636
 KZ0636                          SUPERSEDED SURVEY CONTROL
 KZ0636
 KZ0636  NGVD 29 (??/??/92)  301.920  (m)          990.55   (f) ADJ UNCH    2 0
 KZ0636
 KZ0636.Superseded values are not recommended for survey control.
 KZ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0636.See file dsdata.txt to determine how the superseded data were derived.
 KZ0636
 KZ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF532106(NAD 83)
 KZ0636_MARKER: DB = BENCH MARK DISK
 KZ0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0636_STAMPING: H 293 1960
 KZ0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0636+STABILITY: SURFACE MOTION
 KZ0636
 KZ0636  HISTORY     - Date     Condition        Report By
 KZ0636  HISTORY     - 1960     MONUMENTED       CGS
 KZ0636
 KZ0636                          STATION DESCRIPTION
 KZ0636
 KZ0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0636'AT HARROD.
 KZ0636'AT HARROD, ALONG THE ERIE RAILROAD, AT THE CROSSING OF NAPOLEON
 KZ0636'ROAD (MAIN STREET), 44 YARDS EAST OF AND ACROSS MAIN STREET FROM
 KZ0636'THE EAST END OF THE STATION, 33 FEET NORTH OF THE NORTH RAIL OF
 KZ0636'THE NORTH TRACK, 11 FEET WEST OF THE 10TH. TELEPHONE POLE WEST OF
 KZ0636'MILEPOST M 42 (0.25 MILE WEST OF MILEPOST M 42), 27 FEET EAST OF
 KZ0636'THE CENTER LINE OF MAIN STREET, 1/2 FOOT EAST OF THE EAST EDGE
 KZ0636'OF EAST CONCRETE SIDEWALK, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 KZ0636'TRACK, ABOUT LEVEL WITH THE SIDEWALK, AND SET IN TOP OF A CONCRETE
 KZ0636'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0652 ***********************************************************************
 KZ0652  DESIGNATION -  H 294
 KZ0652  PID         -  KZ0652
 KZ0652  STATE/COUNTY-  OH/HARDIN
 KZ0652  USGS QUAD   -  MT VICTORY (1980)
 KZ0652
 KZ0652                         *CURRENT SURVEY CONTROL
 KZ0652  ___________________________________________________________________
 KZ0652* NAD 83(1995)-  40 33 38.68124(N)    083 34 07.71532(W)     ADJUSTED  
 KZ0652* NAVD 88     -       321.334  (meters)    1054.24   (feet)  ADJUSTED  
 KZ0652  ___________________________________________________________________
 KZ0652  X           -     543,546.983 (meters)                     COMP
 KZ0652  Y           -  -4,822,131.954 (meters)                     COMP
 KZ0652  Z           -   4,125,673.200 (meters)                     COMP
 KZ0652  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 KZ0652  ELLIP HEIGHT-         286.65  (meters)          (10/07/05) GPS OBS
 KZ0652  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 KZ0652  DYNAMIC HT  -         321.166 (meters)    1053.69  (feet)  COMP
 KZ0652  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 KZ0652
 KZ0652  HORZ ORDER  -  FIRST
 KZ0652  VERT ORDER  -  SECOND    CLASS 0
 KZ0652  ELLP ORDER  -  THIRD     CLASS I
 KZ0652
 KZ0652.The horizontal coordinates were established by GPS observations
 KZ0652.and adjusted by the National Geodetic Survey in October 1997..
 KZ0652
 KZ0652.The orthometric height was determined by differential leveling
 KZ0652.and adjusted by the National Geodetic Survey in June 1991..
 KZ0652
 KZ0652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ0652
 KZ0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ0652
 KZ0652.The ellipsoidal height was determined by GPS observations
 KZ0652.and is referenced to NAD 83.
 KZ0652
 KZ0652.The geoid height was determined by GEOID03.
 KZ0652
 KZ0652.The dynamic height is computed by dividing the NAVD 88
 KZ0652.geopotential number by the normal gravity value computed on the
 KZ0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0652.degrees latitude (g = 980.6199 gals.).
 KZ0652
 KZ0652.The modeled gravity was interpolated from observed gravity values.
 KZ0652
 KZ0652;                    North         East     Units Scale Factor Converg.
 KZ0652;SPC OH N     -    99,838.815   509,485.408   MT  0.99997803   -0 42 07.8
 KZ0652;UTM  17      - 4,493,168.746   282,519.901   MT  1.00018222   -1 40 15.7
 KZ0652
 KZ0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ0652!SPC OH N     -   0.99995504  x   0.99997803  =   0.99993307
 KZ0652!UTM  17      -   0.99995504  x   1.00018222  =   1.00013725
 KZ0652
 KZ0652                          SUPERSEDED SURVEY CONTROL
 KZ0652
 KZ0652  ELLIP H (10/02/97)  286.68   (m)                       GP(       ) 3 1
 KZ0652  NAVD 88 (10/02/97)  321.33   (m)         1054.2    (f) LEVELING    3  
 KZ0652  NGVD 29 (??/??/92)  321.516  (m)         1054.84   (f) ADJ UNCH    2 0
 KZ0652
 KZ0652.Superseded values are not recommended for survey control.
 KZ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0652.See file dsdata.txt to determine how the superseded data were derived.
 KZ0652
 KZ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE8252093169(NAD 83)
 KZ0652_MARKER: DB = BENCH MARK DISK
 KZ0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0652_STAMPING: H 294
 KZ0652_MARK LOGO: CGS   
 KZ0652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0652+STABILITY: SURFACE MOTION
 KZ0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0652+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1997
 KZ0652
 KZ0652  HISTORY     - Date     Condition        Report By
 KZ0652  HISTORY     - 1960     MONUMENTED       CGS
 KZ0652  HISTORY     - 19970730 GOOD             WOOLPT
 KZ0652
 KZ0652                          STATION DESCRIPTION
 KZ0652
 KZ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0652'3.1 MI N FROM RIDGEWAY.
 KZ0652'ABOUT 3.1 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KZ0652'HAYES TOWER AT RIDGEWAY, 0.45 MILE SOUTH OF MILEPOST TOL 78, AT
 KZ0652'THE CROSSING OF BLACK TOP ROAD 200, 46 FEET EAST OF THE EAST RAIL,
 KZ0652'1 FOOT WEST OF A WIRE FENCE, 16 1/2 FEET SOUTH OF A FENCE CORNER,
 KZ0652'42 FEET SOUTH OF THE CENTER LINE OF ROAD, 17 FEET EAST OF A
 KZ0652'TELEPHONE POLE, 27 FEET SOUTHWEST OF A POWER LINE POLE, ABOUT 1
 KZ0652'FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 KZ0652'POST PROJECTING 3 INCHES.
 KZ0652
 KZ0652                          STATION RECOVERY (1997)
 KZ0652
 KZ0652'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (JWK)
 KZ0652'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1453 ***********************************************************************
 KZ1453  DESIGNATION -  H 295
 KZ1453  PID         -  KZ1453
 KZ1453  STATE/COUNTY-  OH/MARION
 KZ1453  USGS QUAD   -  NEW BLOOMINGTON (1984)
 KZ1453
 KZ1453                         *CURRENT SURVEY CONTROL
 KZ1453  ___________________________________________________________________
 KZ1453* NAD 83(1986)-  40 35 59.     (N)    083 16 44.     (W)     SCALED    
 KZ1453* NAVD 88     -       289.105  (meters)     948.51   (feet)  ADJUSTED  
 KZ1453  ___________________________________________________________________
 KZ1453  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KZ1453  DYNAMIC HT  -         288.957 (meters)     948.02  (feet)  COMP
 KZ1453  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 KZ1453
 KZ1453  VERT ORDER  -  SECOND    CLASS 0
 KZ1453
 KZ1453.The horizontal coordinates were scaled from a topographic map and have
 KZ1453.an estimated accuracy of +/- 6 seconds.
 KZ1453
 KZ1453.The orthometric height was determined by differential leveling
 KZ1453.and adjusted by the National Geodetic Survey in June 1991..
 KZ1453
 KZ1453.The geoid height was determined by GEOID03.
 KZ1453
 KZ1453.The dynamic height is computed by dividing the NAVD 88
 KZ1453.geopotential number by the normal gravity value computed on the
 KZ1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1453.degrees latitude (g = 980.6199 gals.).
 KZ1453
 KZ1453.The modeled gravity was interpolated from observed gravity values.
 KZ1453
 KZ1453;                    North         East    Units  Estimated Accuracy
 KZ1453;SPC OH N     -   103,910.      534,080.      MT  (+/- 180 meters Scaled)
 KZ1453
 KZ1453                          SUPERSEDED SURVEY CONTROL
 KZ1453
 KZ1453  NGVD 29 (??/??/92)  289.247  (m)          948.97   (f) ADJ UNCH    2 0
 KZ1453
 KZ1453.Superseded values are not recommended for survey control.
 KZ1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1453.See file dsdata.txt to determine how the superseded data were derived.
 KZ1453
 KZ1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE071968(NAD 83)
 KZ1453_MARKER: DB = BENCH MARK DISK
 KZ1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1453_STAMPING: H 295 1960
 KZ1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1453+STABILITY: SURFACE MOTION
 KZ1453
 KZ1453  HISTORY     - Date     Condition        Report By
 KZ1453  HISTORY     - 1960     MONUMENTED       CGS
 KZ1453
 KZ1453                          STATION DESCRIPTION
 KZ1453
 KZ1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ1453'1.2 MI W FROM ESPYVILLE.
 KZ1453'ABOUT 1.25 MILES WEST ALONG THE ERIE RAILROAD FROM THE CROSSING
 KZ1453'OF ROAD 84 AT ESPYVILLE, 0.25 MILE WEST OF MILEPOST M 7, ACROSS
 KZ1453'THE TRACK FROM AND BETWEEN MILEAGE POLES 7+10 AND 7+11, AT THE
 KZ1453'CROSSING OF ROAD 60 (SCHABER ROAD) LEADING NORTH-SOUTH, 36 FEET
 KZ1453'EAST OF THE CENTER LINE OF THE ROAD, 47 FEET SOUTH OF THE SOUTH
 KZ1453'RAIL OF THE SOUTH TRACK, 1 FOOT NORTH OF A WIRE FENCE, 16
 KZ1453'FEET EAST OF A FENCE CORNER, 33 1/2 FEET NORTH-NORTHEAST OF
 KZ1453'POWER LINE POLE NO. 1038-49, ABOUT 4 1/2 FEET BELOW THE LEVEL
 KZ1453'OF THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KZ1453'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0048 ***********************************************************************
 KZ0048  DESIGNATION -  H 30
 KZ0048  PID         -  KZ0048
 KZ0048  STATE/COUNTY-  OH/ASHLAND
 KZ0048  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ0048
 KZ0048                         *CURRENT SURVEY CONTROL
 KZ0048  ___________________________________________________________________
 KZ0048* NAD 83(1986)-  40 46 23.     (N)    082 15 50.     (W)     SCALED    
 KZ0048* NAVD 88     -       376.684  (meters)    1235.84   (feet)  ADJUSTED  
 KZ0048  ___________________________________________________________________
 KZ0048  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KZ0048  DYNAMIC HT  -         376.507 (meters)    1235.26  (feet)  COMP
 KZ0048  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 KZ0048
 KZ0048  VERT ORDER  -  SECOND    CLASS 0
 KZ0048
 KZ0048.The horizontal coordinates were scaled from a topographic map and have
 KZ0048.an estimated accuracy of +/- 6 seconds.
 KZ0048
 KZ0048.The orthometric height was determined by differential leveling
 KZ0048.and adjusted by the National Geodetic Survey in June 1991..
 KZ0048
 KZ0048.The geoid height was determined by GEOID03.
 KZ0048
 KZ0048.The dynamic height is computed by dividing the NAVD 88
 KZ0048.geopotential number by the normal gravity value computed on the
 KZ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0048.degrees latitude (g = 980.6199 gals.).
 KZ0048
 KZ0048.The modeled gravity was interpolated from observed gravity values.
 KZ0048
 KZ0048;                    North         East    Units  Estimated Accuracy
 KZ0048;SPC OH N     -   122,890.      619,930.      MT  (+/- 180 meters Scaled)
 KZ0048
 KZ0048                          SUPERSEDED SURVEY CONTROL
 KZ0048
 KZ0048  NGVD 29 (??/??/92)  376.863  (m)         1236.42   (f) ADJ UNCH    2 0
 KZ0048
 KZ0048.Superseded values are not recommended for survey control.
 KZ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0048.See file dsdata.txt to determine how the superseded data were derived.
 KZ0048
 KZ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF933143(NAD 83)
 KZ0048_MARKER: DB = BENCH MARK DISK
 KZ0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0048_STAMPING: H 30 1934
 KZ0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0048+STABILITY: SURFACE MOTION
 KZ0048
 KZ0048  HISTORY     - Date     Condition        Report By
 KZ0048  HISTORY     - 1934     MONUMENTED       CGS
 KZ0048  HISTORY     - 1959     GOOD             NGS
 KZ0048  HISTORY     - 1970     GOOD             NGS
 KZ0048  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KZ0048
 KZ0048                          STATION DESCRIPTION
 KZ0048
 KZ0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0048'AT HAYESVILLE.
 KZ0048'AT HAYESVILLE, 0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE
 KZ0048'INTERSECTION OF STATE HIGHWAY 60, AT THE SOUTHWEST CORNER OF
 KZ0048'LAWN OF AN OLD CHURCH BUILDING, 35 1/2 FEET NORTH OF CENTER LINE
 KZ0048'OF HIGHWAY, 31 1/2 FEET SOUTHWEST OF SOUTHWEST CORNER OF CHURCH,
 KZ0048'21 FEET EAST OF CENTER LINE OF DRIVE TO CHURCH, 17 1/2 FEET
 KZ0048'NORTHEAST OF A POWER POLE, 33 1/2 FEET WEST OF WEST EDGE OF
 KZ0048'CONCRETE WALK TO CHURCH, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY
 KZ0048'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KZ0048
 KZ0048                          STATION RECOVERY (1970)
 KZ0048
 KZ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0048'RECOVERED IN GOOD CONDITION.
 KZ0048
 KZ0048                          STATION RECOVERY (1987)
 KZ0048
 KZ0048'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0193 ***********************************************************************
 MD0193  DESIGNATION -  H 300
 MD0193  PID         -  MD0193
 MD0193  STATE/COUNTY-  OH/PAULDING
 MD0193  USGS QUAD   -  DEFIANCE WEST (1977)
 MD0193
 MD0193                         *CURRENT SURVEY CONTROL
 MD0193  ___________________________________________________________________
 MD0193* NAD 83(1986)-  41 15 02.     (N)    084 28 36.     (W)     SCALED    
 MD0193* NAVD 88     -       217.800  (meters)     714.57   (feet)  POSTED    
 MD0193  ___________________________________________________________________
 MD0193  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 MD0193  DYNAMIC HT  -         217.710 (meters)     714.27  (feet)  COMP
 MD0193  MODELED GRAV-     980,204.7   (mgal)                       NAVD 88
 MD0193
 MD0193  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MD0193
 MD0193.The horizontal coordinates were scaled from a topographic map and have
 MD0193.an estimated accuracy of +/- 6 seconds.
 MD0193
 MD0193.The orthometric height was determined by differential leveling
 MD0193.and adjusted by the National Geodetic Survey in 1992..
 MD0193.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MD0193.rate of 0.0 thru 1.0 mm/km.
 MD0193
 MD0193.The geoid height was determined by GEOID03.
 MD0193
 MD0193.The dynamic height is computed by dividing the NAVD 88
 MD0193.geopotential number by the normal gravity value computed on the
 MD0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0193.degrees latitude (g = 980.6199 gals.).
 MD0193
 MD0193.The modeled gravity was interpolated from observed gravity values.
 MD0193
 MD0193;                    North         East    Units  Estimated Accuracy
 MD0193;SPC OH N     -   177,760.      434,350.      MT  (+/- 180 meters Scaled)
 MD0193
 MD0193                          SUPERSEDED SURVEY CONTROL
 MD0193
 MD0193  NGVD 29 (??/??/92)  217.973  (m)          715.13   (f) ADJ UNCH    2 0
 MD0193
 MD0193.Superseded values are not recommended for survey control.
 MD0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0193.See file dsdata.txt to determine how the superseded data were derived.
 MD0193
 MD0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL114696(NAD 83)
 MD0193_MARKER: DB = BENCH MARK DISK
 MD0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0193_STAMPING: H 300 1963
 MD0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0193+STABILITY: SURFACE MOTION
 MD0193
 MD0193  HISTORY     - Date     Condition        Report By
 MD0193  HISTORY     - 1963     MONUMENTED       CGS
 MD0193
 MD0193                          STATION DESCRIPTION
 MD0193
 MD0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0193'5.2 MI NNW FROM JUNCTION.
 MD0193'LOCATED 6.0 MILES WEST OF DEFIANCE AND 5.2 MILES NORTH-NORTHWEST
 MD0193'OF JUNCTION.  TO REACH FROM THE COURTHOUSE IN DEFIANCE, DRIVE
 MD0193'WEST ON U.S. HIGHWAY 24 FOR 6.0 MILES TO WHETSTONE ROAD, TURN
 MD0193'LEFT AND CONTINUE SOUTH FOR 1.6 MILES TO MARK BY WABASH RAILROAD.
 MD0193'IT IS 4.5 RAILS SOUTHWEST OF MILE POST 57, 46.0 FEET SOUTH OF THE
 MD0193'SOUTH RAIL, 34.0 FEET WEST OF THE CENTERLINE OF WHETSTONE ROAD,
 MD0193'8.2 FEET NORTH OF A FENCE AND 2.4 FEET EAST OF A WITNESS POST.
 MD0193'A STANDARD DISK STAMPED H 300 1963, SET IN A 12 INCH ROUND
 MD0193'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1363 ***********************************************************************
 MB1363  DESIGNATION -  H 301
 MB1363  PID         -  MB1363
 MB1363  STATE/COUNTY-  OH/SUMMIT
 MB1363  USGS QUAD   -  AKRON WEST (1994)
 MB1363
 MB1363                         *CURRENT SURVEY CONTROL
 MB1363  ___________________________________________________________________
 MB1363* NAD 83(1986)-  41 05 58.     (N)    081 34 17.     (W)     SCALED    
 MB1363* NAVD 88     -       302.596  (meters)     992.77   (feet)  ADJUSTED  
 MB1363  ___________________________________________________________________
 MB1363  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB1363  DYNAMIC HT  -         302.464 (meters)     992.33  (feet)  COMP
 MB1363  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 MB1363
 MB1363  VERT ORDER  -  FIRST     CLASS II
 MB1363
 MB1363.The horizontal coordinates were scaled from a topographic map and have
 MB1363.an estimated accuracy of +/- 6 seconds.
 MB1363
 MB1363.The orthometric height was determined by differential leveling
 MB1363.and adjusted by the National Geodetic Survey in June 1991..
 MB1363
 MB1363.The geoid height was determined by GEOID03.
 MB1363
 MB1363.The dynamic height is computed by dividing the NAVD 88
 MB1363.geopotential number by the normal gravity value computed on the
 MB1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1363.degrees latitude (g = 980.6199 gals.).
 MB1363
 MB1363.The modeled gravity was interpolated from observed gravity values.
 MB1363
 MB1363;                    North         East    Units  Estimated Accuracy
 MB1363;SPC OH N     -   159,520.      678,010.      MT  (+/- 180 meters Scaled)
 MB1363
 MB1363                          SUPERSEDED SURVEY CONTROL
 MB1363
 MB1363  NGVD 29 (??/??/92)  302.794  (m)          993.42   (f) ADJ UNCH    1 2
 MB1363
 MB1363.Superseded values are not recommended for survey control.
 MB1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1363.See file dsdata.txt to determine how the superseded data were derived.
 MB1363
 MB1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF520499(NAD 83)
 MB1363_MARKER: DB = BENCH MARK DISK
 MB1363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1363_SP_SET: BUILDING
 MB1363_STAMPING: H 301 1963
 MB1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1363
 MB1363  HISTORY     - Date     Condition        Report By
 MB1363  HISTORY     - 1963     MONUMENTED       CGS
 MB1363
 MB1363                          STATION DESCRIPTION
 MB1363
 MB1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1363'AT AKRON.
 MB1363'AT AKRON, ALONG MULL AVENUE, ABOUT 0.1 MILE WEST OF THE
 MB1363'INTERSECTION OF MULL AVENUE AND HAWKINS AVENUE, AT THE SIMON
 MB1363'PERKINS JUNIOR HIGH SCHOOL, SET VERTICALLY IN THE EAST BRICK FACE
 MB1363'AND NEAR THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 2.5 FEET
 MB1363'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING AND 2.2 FEET ABOVE
 MB1363'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1335 ***********************************************************************
 MB1335  DESIGNATION -  H 302
 MB1335  PID         -  MB1335
 MB1335  STATE/COUNTY-  OH/SUMMIT
 MB1335  USGS QUAD   -  PENINSULA (1994)
 MB1335
 MB1335                         *CURRENT SURVEY CONTROL
 MB1335  ___________________________________________________________________
 MB1335* NAD 83(1986)-  41 08 29.     (N)    081 34 08.     (W)     SCALED    
 MB1335* NAVD 88     -       275.022  (meters)     902.30   (feet)  ADJUSTED  
 MB1335  ___________________________________________________________________
 MB1335  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB1335  DYNAMIC HT  -         274.903 (meters)     901.91  (feet)  COMP
 MB1335  MODELED GRAV-     980,185.5   (mgal)                       NAVD 88
 MB1335
 MB1335  VERT ORDER  -  FIRST     CLASS II
 MB1335
 MB1335.The horizontal coordinates were scaled from a topographic map and have
 MB1335.an estimated accuracy of +/- 6 seconds.
 MB1335
 MB1335.The orthometric height was determined by differential leveling
 MB1335.and adjusted by the National Geodetic Survey in June 1991..
 MB1335
 MB1335.The geoid height was determined by GEOID03.
 MB1335
 MB1335.The dynamic height is computed by dividing the NAVD 88
 MB1335.geopotential number by the normal gravity value computed on the
 MB1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1335.degrees latitude (g = 980.6199 gals.).
 MB1335
 MB1335.The modeled gravity was interpolated from observed gravity values.
 MB1335
 MB1335;                    North         East    Units  Estimated Accuracy
 MB1335;SPC OH N     -   164,180.      678,170.      MT  (+/- 180 meters Scaled)
 MB1335
 MB1335                          SUPERSEDED SURVEY CONTROL
 MB1335
 MB1335  NGVD 29 (??/??/92)  275.222  (m)          902.96   (f) ADJ UNCH    1 2
 MB1335
 MB1335.Superseded values are not recommended for survey control.
 MB1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1335.See file dsdata.txt to determine how the superseded data were derived.
 MB1335
 MB1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF522546(NAD 83)
 MB1335_MARKER: DB = BENCH MARK DISK
 MB1335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1335_SP_SET: CULVERT
 MB1335_STAMPING: H 302 1964
 MB1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1335
 MB1335  HISTORY     - Date     Condition        Report By
 MB1335  HISTORY     - 1964     MONUMENTED       CGS
 MB1335
 MB1335                          STATION DESCRIPTION
 MB1335
 MB1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1335'AT AKRON.
 MB1335'AT AKRON, ABOUT 0.25 MILE WEST ALONG SMITH ROAD FROM THE
 MB1335'INTERSECTION OF RIVERVIEW ROAD, 29.5 FEET NORTH OF THE CENTER
 MB1335'LINE OF THE ROAD, 10.5 FEET EAST OF THE CENTER LINE OF DRIVEWAY
 MB1335'LEADING TO HOUSE NO. 1651, 46 FEET EAST OF CABLE POLE 87220,
 MB1335'AND SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD
 MB1335'WALL OF A 16-INCH METAL PIPE CULVERT UNDER THE DRIVEWAY AND
 MB1335'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1037 ***********************************************************************
 KY1037  DESIGNATION -  H 304
 KY1037  PID         -  KY1037
 KY1037  STATE/COUNTY-  OH/COLUMBIANA
 KY1037  USGS QUAD   -  LISBON (1984)
 KY1037
 KY1037                         *CURRENT SURVEY CONTROL
 KY1037  ___________________________________________________________________
 KY1037* NAD 83(1986)-  40 51 41.     (N)    080 47 51.     (W)     SCALED    
 KY1037* NAVD 88     -       319.627  (meters)    1048.64   (feet)  ADJUSTED  
 KY1037  ___________________________________________________________________
 KY1037  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY1037  DYNAMIC HT  -         319.472 (meters)    1048.13  (feet)  COMP
 KY1037  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 KY1037
 KY1037  VERT ORDER  -  FIRST     CLASS I
 KY1037
 KY1037.The horizontal coordinates were scaled from a topographic map and have
 KY1037.an estimated accuracy of +/- 6 seconds.
 KY1037
 KY1037.The orthometric height was determined by differential leveling
 KY1037.and adjusted by the National Geodetic Survey in June 1991..
 KY1037
 KY1037.The geoid height was determined by GEOID03.
 KY1037
 KY1037.The dynamic height is computed by dividing the NAVD 88
 KY1037.geopotential number by the normal gravity value computed on the
 KY1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1037.degrees latitude (g = 980.6199 gals.).
 KY1037
 KY1037.The modeled gravity was interpolated from observed gravity values.
 KY1037
 KY1037;                    North         East    Units  Estimated Accuracy
 KY1037;SPC OH N     -   134,070.      743,520.      MT  (+/- 180 meters Scaled)
 KY1037
 KY1037                          SUPERSEDED SURVEY CONTROL
 KY1037
 KY1037  NGVD 29 (??/??/92)  319.772  (m)         1049.12   (f) ADJ UNCH    1 1
 KY1037
 KY1037.Superseded values are not recommended for survey control.
 KY1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1037.See file dsdata.txt to determine how the superseded data were derived.
 KY1037
 KY1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF170233(NAD 83)
 KY1037_MARKER: DB = BENCH MARK DISK
 KY1037_SETTING: 66 = SET IN ROCK OUTCROP
 KY1037_SP_SET: ROCK CUT
 KY1037_STAMPING: H 304 1966
 KY1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY1037+STABILITY: POSITION/ELEVATION WELL
 KY1037
 KY1037  HISTORY     - Date     Condition        Report By
 KY1037  HISTORY     - 1966     MONUMENTED       CGS
 KY1037
 KY1037                          STATION DESCRIPTION
 KY1037
 KY1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1037'2.4 MI W FROM LEETONIA.
 KY1037'ABOUT 2.45 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1037'THE CROSSING OF WALNUT STREET IN LEETONIA, ABOUT 0.35 MILE EAST
 KY1037'OF MILEPOST P 66, IN SECTION 15, R 3 W, T 15 N, ON THE INSIDE
 KY1037'AND NEAR THE CENTER OF A LONG CURVE, SET VERTICALLY IN THE SOUTH
 KY1037'FACE OF A ROCK CUT WHICH IS ABOUT 0.3 MILE LONG AND 50 FEET HIGH,
 KY1037'11.4 FEET NORTH OF THE NORTH RAIL OF THE NEAR TRACK, 4 1/2
 KY1037'FEET ABOVE THE LEVEL OF THE GROUND AND 3 FEET ABOVE THE LEVEL
 KY1037'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1273 ***********************************************************************
 KY1273  DESIGNATION -  H 305
 KY1273  PID         -  KY1273
 KY1273  STATE/COUNTY-  OH/STARK
 KY1273  USGS QUAD   -  CANTON WEST (1985)
 KY1273
 KY1273                         *CURRENT SURVEY CONTROL
 KY1273  ___________________________________________________________________
 KY1273* NAD 83(1986)-  40 46 55.     (N)    081 25 10.     (W)     SCALED    
 KY1273* NAVD 88     -       334.147  (meters)    1096.28   (feet)  ADJUSTED  
 KY1273  ___________________________________________________________________
 KY1273  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KY1273  DYNAMIC HT  -         333.990 (meters)    1095.77  (feet)  COMP
 KY1273  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 KY1273
 KY1273  VERT ORDER  -  FIRST     CLASS I
 KY1273
 KY1273.The horizontal coordinates were scaled from a topographic map and have
 KY1273.an estimated accuracy of +/- 6 seconds.
 KY1273
 KY1273.The orthometric height was determined by differential leveling
 KY1273.and adjusted by the National Geodetic Survey in June 1991..
 KY1273
 KY1273.The geoid height was determined by GEOID03.
 KY1273
 KY1273.The dynamic height is computed by dividing the NAVD 88
 KY1273.geopotential number by the normal gravity value computed on the
 KY1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1273.degrees latitude (g = 980.6199 gals.).
 KY1273
 KY1273.The modeled gravity was interpolated from observed gravity values.
 KY1273
 KY1273;                    North         East    Units  Estimated Accuracy
 KY1273;SPC OH N     -   124,410.      691,210.      MT  (+/- 180 meters Scaled)
 KY1273
 KY1273                          SUPERSEDED SURVEY CONTROL
 KY1273
 KY1273  NGVD 29 (??/??/92)  334.334  (m)         1096.89   (f) ADJ UNCH    1 1
 KY1273
 KY1273.Superseded values are not recommended for survey control.
 KY1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1273.See file dsdata.txt to determine how the superseded data were derived.
 KY1273
 KY1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF646146(NAD 83)
 KY1273_MARKER: DB = BENCH MARK DISK
 KY1273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1273_SP_SET: SIGN BASE
 KY1273_STAMPING: H 305 1966
 KY1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1273
 KY1273  HISTORY     - Date     Condition        Report By
 KY1273  HISTORY     - 1966     MONUMENTED       CGS
 KY1273  HISTORY     - 19911129 MARK NOT FOUND   OHDT
 KY1273
 KY1273                          STATION DESCRIPTION
 KY1273
 KY1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1273'2.3 MI W FROM CANTON.
 KY1273'ABOUT 2.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1273'STATION AT CANTON, ABOUT 0.1 MILE WEST OF MILEPOST 104, NEAR
 KY1273'THE CROSSING OF STATE HIGHWAY 791, SET ON THE TOP OF THE EAST
 KY1273'END OF THE CONCRETE BASE SUPPORTING A HIGHWAY MARKER SIGN, 103.2
 KY1273'FEET NORTH OF THE NORTH RAIL OF THE NORTH ONE OF 4 TRACKS, 17
 KY1273'FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 KY1273'HIGHWAY, IN SECTION 18, R 8 W, T 10 N, AND ABOUT LEVEL WITH THE
 KY1273'TRACK.
 KY1273
 KY1273                          STATION RECOVERY (1991)
 KY1273
 KY1273'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (SJ)
 KY1273'------ REPORT BY ODOT -------- 1991 ---------- CONDITION - UNKNOWN---
 KY1273'NOTE*UNABLE TO RECOVER, MEASURED REFERENCE DISTANCES WHICH FELL IN
 KY1273'EASTERLY NORTH BOUND LANE OF 4 LANE HIGHWAY.APPARENTLY ROAD WIDENED
 KY1273'SIGN BASE AND DISK REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1306 ***********************************************************************
 MB1306  DESIGNATION -  H 306
 MB1306  PID         -  MB1306
 MB1306  STATE/COUNTY-  OH/MEDINA
 MB1306  USGS QUAD   -  WESTFIELD CENTER (1994)
 MB1306
 MB1306                         *CURRENT SURVEY CONTROL
 MB1306  ___________________________________________________________________
 MB1306* NAD 83(1986)-  41 00 38.     (N)    081 56 28.     (W)     SCALED    
 MB1306* NAVD 88     -       310.536  (meters)    1018.82   (feet)  ADJUSTED  
 MB1306  ___________________________________________________________________
 MB1306  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MB1306  DYNAMIC HT  -         310.398 (meters)    1018.36  (feet)  COMP
 MB1306  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 MB1306
 MB1306  VERT ORDER  -  FIRST     CLASS I
 MB1306
 MB1306.The horizontal coordinates were scaled from a topographic map and have
 MB1306.an estimated accuracy of +/- 6 seconds.
 MB1306
 MB1306.The orthometric height was determined by differential leveling
 MB1306.and adjusted by the National Geodetic Survey in June 1991..
 MB1306
 MB1306.The geoid height was determined by GEOID03.
 MB1306
 MB1306.The dynamic height is computed by dividing the NAVD 88
 MB1306.geopotential number by the normal gravity value computed on the
 MB1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1306.degrees latitude (g = 980.6199 gals.).
 MB1306
 MB1306.The modeled gravity was interpolated from observed gravity values.
 MB1306
 MB1306;                    North         East    Units  Estimated Accuracy
 MB1306;SPC OH N     -   149,380.      647,010.      MT  (+/- 180 meters Scaled)
 MB1306
 MB1306                          SUPERSEDED SURVEY CONTROL
 MB1306
 MB1306  NGVD 29 (??/??/92)  310.743  (m)         1019.50   (f) ADJ UNCH    1 1
 MB1306
 MB1306.Superseded values are not recommended for survey control.
 MB1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1306.See file dsdata.txt to determine how the superseded data were derived.
 MB1306
 MB1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF208403(NAD 83)
 MB1306_MARKER: DB = BENCH MARK DISK
 MB1306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1306_SP_SET: GUARD RAIL BASE
 MB1306_STAMPING: H 306 1967
 MB1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1306
 MB1306  HISTORY     - Date     Condition        Report By
 MB1306  HISTORY     - 1967     MONUMENTED       CGS
 MB1306  HISTORY     - 1987     GOOD             USPSQD
 MB1306  HISTORY     - 20051126 GOOD             GEOCAC
 MB1306
 MB1306                          STATION DESCRIPTION
 MB1306
 MB1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB1306'3.4 MI NW FROM CRESTON.
 MB1306'ABOUT 2.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB1306'FROM THE CROSSING OF STATE HIGHWAY 3 AT CRESTON, THENCE 0.6 MILE
 MB1306'NORTH ALONG COUNTY ROAD NO. 15, 126 FEET NORTH OF THE CENTER OF
 MB1306'THE SOUTH JUNCTION OF COUNTY ROAD NO. 46, SET ON THE TOP OF THE
 MB1306'SOUTH END OF THE WEST CONCRETE GUARD RAIL BASE OF COUNTY ROAD 15
 MB1306'OVERPASS OVER INTERSTATE HIGHWAY 71, 12 FEET WEST OF THE CENTER
 MB1306'LINE OF THE ROAD, 12.0 FEET NORTH OF THE SOUTH END OF THE GUARD
 MB1306'RAIL AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.  NOTE-- THE MARK
 MB1306'MAY ALSO BE REACHED BY GOING 2.4 MILES EAST ALONG THE BALTIMORE
 MB1306'AND OHIO RAILROAD FROM LODI, THENCE 1.8 MILES EAST ALONG COUNTY
 MB1306'ROAD NO. 46.
 MB1306
 MB1306                          STATION RECOVERY (1987)
 MB1306
 MB1306'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 MB1306'RECOVERED IN GOOD CONDITION.
 MB1306
 MB1306                          STATION RECOVERY (2005)
 MB1306
 MB1306'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 MB1306'N 41 00.633 W 81 56.465 (CONSUMER-GRADE GPS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1056 ***********************************************************************
 KZ1056  DESIGNATION -  H 307
 KZ1056  PID         -  KZ1056
 KZ1056  STATE/COUNTY-  OH/RICHLAND
 KZ1056  USGS QUAD   -  SHELBY (1980)
 KZ1056
 KZ1056                         *CURRENT SURVEY CONTROL
 KZ1056  ___________________________________________________________________
 KZ1056* NAD 83(1986)-  40 52 47.     (N)    082 39 57.     (W)     SCALED    
 KZ1056* NAVD 88     -       333.794  (meters)    1095.12   (feet)  ADJUSTED  
 KZ1056  ___________________________________________________________________
 KZ1056  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KZ1056  DYNAMIC HT  -         333.633 (meters)    1094.59  (feet)  COMP
 KZ1056  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 KZ1056
 KZ1056  VERT ORDER  -  FIRST     CLASS I
 KZ1056
 KZ1056.The horizontal coordinates were scaled from a topographic map and have
 KZ1056.an estimated accuracy of +/- 6 seconds.
 KZ1056
 KZ1056.The orthometric height was determined by differential leveling
 KZ1056.and adjusted by the National Geodetic Survey in June 1991..
 KZ1056
 KZ1056.The geoid height was determined by GEOID03.
 KZ1056
 KZ1056.The dynamic height is computed by dividing the NAVD 88
 KZ1056.geopotential number by the normal gravity value computed on the
 KZ1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1056.degrees latitude (g = 980.6199 gals.).
 KZ1056
 KZ1056.The modeled gravity was interpolated from observed gravity values.
 KZ1056
 KZ1056;                    North         East    Units  Estimated Accuracy
 KZ1056;SPC OH N     -   134,720.      586,020.      MT  (+/- 180 meters Scaled)
 KZ1056
 KZ1056                          SUPERSEDED SURVEY CONTROL
 KZ1056
 KZ1056  NGVD 29 (??/??/92)  333.936  (m)         1095.59   (f) ADJ UNCH    1 1
 KZ1056
 KZ1056.Superseded values are not recommended for survey control.
 KZ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1056.See file dsdata.txt to determine how the superseded data were derived.
 KZ1056
 KZ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF596267(NAD 83)
 KZ1056_MARKER: DB = BENCH MARK DISK
 KZ1056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1056_SP_SET: CULVERT
 KZ1056_STAMPING: H 307 1967
 KZ1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1056
 KZ1056  HISTORY     - Date     Condition        Report By
 KZ1056  HISTORY     - 1967     MONUMENTED       CGS
 KZ1056  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KZ1056
 KZ1056                          STATION DESCRIPTION
 KZ1056
 KZ1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1056'AT SHELBY.
 KZ1056'AT SHELBY, ABOUT 0.95 MILE SOUTHWEST ALONG THE NEW YORK CENTRAL
 KZ1056'RAILROAD FROM THE STATION, ABOUT 0.1 MILE SOUTHWEST OF THE
 KZ1056'CROSSING OF STATE HIGHWAY 96 AND 39, ABOUT 5 RAILS SOUTHWEST OF
 KZ1056'MILEPOST 68, SET ON THE TOP OF THE TOP STEP OF THE NORTH WING
 KZ1056'WALL OF A 15-FOOT ARCHED STONE CULVERT UNDER THE TRACK, 23 FEET
 KZ1056'NORTHWEST OF THE NORTHWEST RAIL OF THE NEAR TRACK, 0.8 FOOT EAST
 KZ1056'OF THE WEST CORNER OF THE STEP AND 10 FEET BELOW THE LEVEL OF THE
 KZ1056'TRACK.
 KZ1056
 KZ1056                          STATION RECOVERY (1987)
 KZ1056
 KZ1056'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1591 ***********************************************************************
 KZ1591  DESIGNATION -  H 308
 KZ1591  PID         -  KZ1591
 KZ1591  STATE/COUNTY-  OH/FRANKLIN
 KZ1591  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ1591
 KZ1591                         *CURRENT SURVEY CONTROL
 KZ1591  ___________________________________________________________________
 KZ1591* NAD 83(1986)-  40 06 28.     (N)    083 00 10.     (W)     SCALED    
 KZ1591* NAVD 88     -       279.602  (meters)     917.33   (feet)  ADJUSTED  
 KZ1591  ___________________________________________________________________
 KZ1591  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ1591  DYNAMIC HT  -         279.453 (meters)     916.84  (feet)  COMP
 KZ1591  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 KZ1591
 KZ1591  VERT ORDER  -  FIRST     CLASS I
 KZ1591
 KZ1591.The horizontal coordinates were scaled from a topographic map and have
 KZ1591.an estimated accuracy of +/- 6 seconds.
 KZ1591
 KZ1591.The orthometric height was determined by differential leveling
 KZ1591.and adjusted by the National Geodetic Survey in June 1991..
 KZ1591
 KZ1591.The geoid height was determined by GEOID03.
 KZ1591
 KZ1591.The dynamic height is computed by dividing the NAVD 88
 KZ1591.geopotential number by the normal gravity value computed on the
 KZ1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1591.degrees latitude (g = 980.6199 gals.).
 KZ1591
 KZ1591.The modeled gravity was interpolated from observed gravity values.
 KZ1591
 KZ1591;                    North         East    Units  Estimated Accuracy
 KZ1591;SPC OH S     -   234,120.      557,130.      MT  (+/- 180 meters Scaled)
 KZ1591
 KZ1591                          SUPERSEDED SURVEY CONTROL
 KZ1591
 KZ1591  NGVD 29 (??/??/92)  279.764  (m)          917.86   (f) ADJ UNCH    1 1
 KZ1591
 KZ1591.Superseded values are not recommended for survey control.
 KZ1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1591.See file dsdata.txt to determine how the superseded data were derived.
 KZ1591
 KZ1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE293416(NAD 83)
 KZ1591_MARKER: DB = BENCH MARK DISK
 KZ1591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1591_SP_SET: RADIO TOWER CONCRETE BASE
 KZ1591_STAMPING: H 308 1967
 KZ1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1591
 KZ1591  HISTORY     - Date     Condition        Report By
 KZ1591  HISTORY     - 1967     MONUMENTED       CGS
 KZ1591
 KZ1591                          STATION DESCRIPTION
 KZ1591
 KZ1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1591'1.2 MI N FROM WORTHINGTON.
 KZ1591'ABOUT 1.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1591'FROM THE CROSSING OF STATE HIGHWAY 161 AT WORTHINGTON, ABOUT
 KZ1591'0.45 MILE NORTH OF MILEPOST 129, ABOUT 0.1 MILE SOUTH OF THE
 KZ1591'CROSSING OF WILSON BRIDGE ROAD, ABOUT 40 YARDS EAST OF THE
 KZ1591'TRACK, SET IN THE TOP OF THE SOUTH CORNER OF THE 2 1/2-FOOT
 KZ1591'SQUARE CONCRETE BASE FOR THE SOUTHWEST LEG OF THE STATE DEPT.
 KZ1591'OF HIGHWAYS RADIO TOWER, INSIDE OF A CHAIN LINK FENCE AND ABOUT
 KZ1591'6 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0772 ***********************************************************************
 JY0772  DESIGNATION -  H 309
 JY0772  PID         -  JY0772
 JY0772  STATE/COUNTY-  OH/PICKAWAY
 JY0772  USGS QUAD   -  CIRCLEVILLE (1995)
 JY0772
 JY0772                         *CURRENT SURVEY CONTROL
 JY0772  ___________________________________________________________________
 JY0772* NAD 83(1986)-  39 35 38.     (N)    082 56 58.     (W)     SCALED    
 JY0772* NAVD 88     -       210.378  (meters)     690.22   (feet)  ADJUSTED  
 JY0772  ___________________________________________________________________
 JY0772  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JY0772  DYNAMIC HT  -         210.255 (meters)     689.81  (feet)  COMP
 JY0772  MODELED GRAV-     980,037.7   (mgal)                       NAVD 88
 JY0772
 JY0772  VERT ORDER  -  FIRST     CLASS I
 JY0772
 JY0772.The horizontal coordinates were scaled from a topographic map and have
 JY0772.an estimated accuracy of +/- 6 seconds.
 JY0772
 JY0772.The orthometric height was determined by differential leveling
 JY0772.and adjusted by the National Geodetic Survey in June 1991..
 JY0772
 JY0772.The geoid height was determined by GEOID03.
 JY0772
 JY0772.The dynamic height is computed by dividing the NAVD 88
 JY0772.geopotential number by the normal gravity value computed on the
 JY0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0772.degrees latitude (g = 980.6199 gals.).
 JY0772
 JY0772.The modeled gravity was interpolated from observed gravity values.
 JY0772
 JY0772;                    North         East    Units  Estimated Accuracy
 JY0772;SPC OH S     -   177,040.      561,400.      MT  (+/- 180 meters Scaled)
 JY0772
 JY0772                          SUPERSEDED SURVEY CONTROL
 JY0772
 JY0772  NGVD 29 (??/??/92)  210.539  (m)          690.74   (f) ADJ UNCH    1 1
 JY0772
 JY0772.Superseded values are not recommended for survey control.
 JY0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0772.See file dsdata.txt to determine how the superseded data were derived.
 JY0772
 JY0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD326845(NAD 83)
 JY0772_MARKER: DB = BENCH MARK DISK
 JY0772_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JY0772_SP_SET: 31 FEET
 JY0772_STAMPING: H 309 1967
 JY0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0772
 JY0772  HISTORY     - Date     Condition        Report By
 JY0772  HISTORY     - 1967     MONUMENTED       CGS
 JY0772
 JY0772                          STATION DESCRIPTION
 JY0772
 JY0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0772'AT CIRCLEVILLE.
 JY0772'AT CIRCLEVILLE, AT THE INTERSECTION OF THE NORFOLK AND WESTERN
 JY0772'RAILWAY AND THE PENNSYLVANIA RAILROAD, 0.5 MILE SOUTH ALONG
 JY0772'SOUTH COURT STREET FROM THE COURTHOUSE, 53 FEET NORTHWEST OF THE
 JY0772'CENTER OF THE CROSSING OF THE NORTH TRACK OF THE N AND W RAILWAY
 JY0772'AND THE PRR, 21 FEET WEST OF THE WEST CURB OF SOUTH COURT STREET,
 JY0772'10.7 FEET NORTH OF THE NORTHEAST CORNER OF THE CONTROL TOWER,
 JY0772'39 FEET NORTH OF THE NORTH RAIL OF THE N AND W TRACK, 2 1/2 FEET
 JY0772'EAST OF A CABLE LINE POLE, ABOUT LEVEL WITH THE TRACK AND IS A
 JY0772'DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND
 JY0772'AND PROTECTED BY A 6 INCH METAL PIPE WHICH PROJECTS 1 INCH ABOVE THE
 JY0772'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 JY0772'31 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0017 ***********************************************************************
 KZ0017  DESIGNATION -  H 31
 KZ0017  PID         -  KZ0017
 KZ0017  STATE/COUNTY-  OH/WAYNE
 KZ0017  USGS QUAD   -  WEST SALEM (1981)
 KZ0017
 KZ0017                         *CURRENT SURVEY CONTROL
 KZ0017  ___________________________________________________________________
 KZ0017* NAD 83(1986)-  40 53 41.     (N)    082 00 35.     (W)     SCALED    
 KZ0017* NAVD 88     -       271.125  (meters)     889.52   (feet)  ADJUSTED  
 KZ0017  ___________________________________________________________________
 KZ0017  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KZ0017  DYNAMIC HT  -         271.004 (meters)     889.12  (feet)  COMP
 KZ0017  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 KZ0017
 KZ0017  VERT ORDER  -  SECOND    CLASS 0
 KZ0017
 KZ0017.The horizontal coordinates were scaled from a topographic map and have
 KZ0017.an estimated accuracy of +/- 6 seconds.
 KZ0017
 KZ0017.The orthometric height was determined by differential leveling
 KZ0017.and adjusted by the National Geodetic Survey in June 1991..
 KZ0017
 KZ0017.The geoid height was determined by GEOID03.
 KZ0017
 KZ0017.The dynamic height is computed by dividing the NAVD 88
 KZ0017.geopotential number by the normal gravity value computed on the
 KZ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0017.degrees latitude (g = 980.6199 gals.).
 KZ0017
 KZ0017.The modeled gravity was interpolated from observed gravity values.
 KZ0017
 KZ0017;                    North         East    Units  Estimated Accuracy
 KZ0017;SPC OH N     -   136,490.      641,310.      MT  (+/- 180 meters Scaled)
 KZ0017
 KZ0017                          SUPERSEDED SURVEY CONTROL
 KZ0017
 KZ0017  NGVD 29 (??/??/92)  271.32   (m)          890.2    (f) COMPUTED    2 0
 KZ0017
 KZ0017.Superseded values are not recommended for survey control.
 KZ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0017.See file dsdata.txt to determine how the superseded data were derived.
 KZ0017
 KZ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF149275(NAD 83)
 KZ0017_MARKER: DB = BENCH MARK DISK
 KZ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0017_STAMPING: H 31 1934
 KZ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0017+STABILITY: SURFACE MOTION
 KZ0017
 KZ0017  HISTORY     - Date     Condition        Report By
 KZ0017  HISTORY     - 1934     MONUMENTED       CGS
 KZ0017  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ0017
 KZ0017                          STATION DESCRIPTION
 KZ0017
 KZ0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0017'1 MI S FROM ARMSTRONG.
 KZ0017'1.0 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KZ0017'STATION AT ARMSTRONG, WAYNE COUNTY, 150 YARDS WEST OF A RED BARN
 KZ0017'AND A YELLOW HOUSE, 54 FEET NORTH OF A CREEK, AT A GRAVEL-ROAD
 KZ0017'CROSSING, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD, 6.5 FEET
 KZ0017'WEST OF THE WEST RAIL, 27 FEET EAST OF A FENCE, AND ABOUT 1-1/2
 KZ0017'FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED
 KZ0017'H 31 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 KZ0017'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1580 ***********************************************************************
 KZ1580  DESIGNATION -  H 310
 KZ1580  PID         -  KZ1580
 KZ1580  STATE/COUNTY-  OH/DELAWARE
 KZ1580  USGS QUAD   -  POWELL (1988)
 KZ1580
 KZ1580                         *CURRENT SURVEY CONTROL
 KZ1580  ___________________________________________________________________
 KZ1580* NAD 83(1986)-  40 12 46.     (N)    083 00 39.     (W)     SCALED    
 KZ1580* NAVD 88     -       286.546  (meters)     940.11   (feet)  ADJUSTED  
 KZ1580  ___________________________________________________________________
 KZ1580  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KZ1580  DYNAMIC HT  -         286.395 (meters)     939.61  (feet)  COMP
 KZ1580  MODELED GRAV-     980,092.1   (mgal)                       NAVD 88
 KZ1580
 KZ1580  VERT ORDER  -  FIRST     CLASS I
 KZ1580
 KZ1580.The horizontal coordinates were scaled from a topographic map and have
 KZ1580.an estimated accuracy of +/- 6 seconds.
 KZ1580
 KZ1580.The orthometric height was determined by differential leveling
 KZ1580.and adjusted by the National Geodetic Survey in June 1991..
 KZ1580
 KZ1580.The geoid height was determined by GEOID03.
 KZ1580
 KZ1580.The dynamic height is computed by dividing the NAVD 88
 KZ1580.geopotential number by the normal gravity value computed on the
 KZ1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1580.degrees latitude (g = 980.6199 gals.).
 KZ1580
 KZ1580.The modeled gravity was interpolated from observed gravity values.
 KZ1580
 KZ1580;                    North         East    Units  Estimated Accuracy
 KZ1580;SPC OH N     -    60,770.      556,510.      MT  (+/- 180 meters Scaled)
 KZ1580
 KZ1580                          SUPERSEDED SURVEY CONTROL
 KZ1580
 KZ1580  NGVD 29 (??/??/92)  286.701  (m)          940.62   (f) ADJ UNCH    1 1
 KZ1580
 KZ1580.Superseded values are not recommended for survey control.
 KZ1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1580.See file dsdata.txt to determine how the superseded data were derived.
 KZ1580
 KZ1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE288533(NAD 83)
 KZ1580_MARKER: DB = BENCH MARK DISK
 KZ1580_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ1580_SP_SET: 24 FEET
 KZ1580_STAMPING: H 310 1967
 KZ1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1580
 KZ1580  HISTORY     - Date     Condition        Report By
 KZ1580  HISTORY     - 1967     MONUMENTED       CGS
 KZ1580
 KZ1580                          STATION DESCRIPTION
 KZ1580
 KZ1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1580'7.7 MI SE FROM DELAWARE.
 KZ1580'ABOUT 2.6 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE CITY HALL
 KZ1580'AT DELAWARE, THENCE 5.1 MILES SOUTH ALONG THE NEW YORK CENTRAL
 KZ1580'RAILROAD, ABOUT 0.3 MILE SOUTH OF MILEPOST 121, 65 FEET SOUTHEAST
 KZ1580'OF THE CROSSING OF TOWNSHIP ROAD NO. 100, 46 FEET EAST OF THE EAST
 KZ1580'RAIL, 39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 24 1/2 FEET
 KZ1580'SOUTHWEST OF A MARKER POST FOR A PIPE LINE, 1 FOOT WEST OF A FENCE
 KZ1580'LINE, 1.4 FEET NORTH OF A METAL WITNESS POST, 10 FEET BELOW
 KZ1580'THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED
 KZ1580'STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND
 KZ1580'PROTECTED BY A 6 INCH METAL PIPE WHICH PROJECTS 6 INCHES ABOVE
 KZ1580'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 KZ1580'NOTE-- MARK MAY BE REACHED BY GOING 8.6 MILES NORTH ALONG THE
 KZ1580'NEW YORK CENTRAL RAILROAD FROM THE CROSSING OF STATE HIGHWAY 161
 KZ1580'AT WORTHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1159 ***********************************************************************
 HY1159  DESIGNATION -  H 311
 HY1159  PID         -  HY1159
 HY1159  STATE/COUNTY-  OH/SCIOTO
 HY1159  USGS QUAD   -  NEW BOSTON (1975)
 HY1159
 HY1159                         *CURRENT SURVEY CONTROL
 HY1159  ___________________________________________________________________
 HY1159* NAD 83(1986)-  38 52 25.     (N)    082 59 45.     (W)     SCALED    
 HY1159* NAVD 88     -       169.545  (meters)     556.25   (feet)  ADJUSTED  
 HY1159  ___________________________________________________________________
 HY1159  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 HY1159  DYNAMIC HT  -         169.440 (meters)     555.90  (feet)  COMP
 HY1159  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 HY1159
 HY1159  VERT ORDER  -  FIRST     CLASS I
 HY1159
 HY1159.The horizontal coordinates were scaled from a topographic map and have
 HY1159.an estimated accuracy of +/- 6 seconds.
 HY1159
 HY1159.The orthometric height was determined by differential leveling
 HY1159.and adjusted by the National Geodetic Survey in June 1991..
 HY1159
 HY1159.The geoid height was determined by GEOID03.
 HY1159
 HY1159.The dynamic height is computed by dividing the NAVD 88
 HY1159.geopotential number by the normal gravity value computed on the
 HY1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1159.degrees latitude (g = 980.6199 gals.).
 HY1159
 HY1159.The modeled gravity was interpolated from observed gravity values.
 HY1159
 HY1159;                    North         East    Units  Estimated Accuracy
 HY1159;SPC OH S     -    97,100.      556,970.      MT  (+/- 180 meters Scaled)
 HY1159
 HY1159                          SUPERSEDED SURVEY CONTROL
 HY1159
 HY1159  NGVD 29 (??/??/92)  169.730  (m)          556.86   (f) ADJ UNCH    1 1
 HY1159
 HY1159.Superseded values are not recommended for survey control.
 HY1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1159.See file dsdata.txt to determine how the superseded data were derived.
 HY1159
 HY1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD268046(NAD 83)
 HY1159_MARKER: DB = BENCH MARK DISK
 HY1159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1159_SP_SET: BUILDING
 HY1159_STAMPING: H 311 1967
 HY1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1159
 HY1159  HISTORY     - Date     Condition        Report By
 HY1159  HISTORY     - 1967     MONUMENTED       CGS
 HY1159
 HY1159                          STATION DESCRIPTION
 HY1159
 HY1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1159'AT LUCASVILLE.
 HY1159'AT LUCASVILLE, ABOUT 0.4 MILE SOUTH ALONG THE NORFOLK AND WESTERN
 HY1159'RAILWAY FROM THE STATION, AT THE VALLEY RURAL SCHOOL, NEAR THE
 HY1159'INTERSECTION OF U.S. HIGHWAY 23 AND MOULTON PLACE, SET VERTICALLY
 HY1159'IN THE EAST BRICK FACE OF THE SCHOOL BUILDING, 146.5 FEET WEST
 HY1159'OF AND ACROSS U.S. HIGHWAY 23 FROM THE WEST RAIL OF THE WEST
 HY1159'TRACK, 217 FEET SOUTH OF THE SOUTH CURB OF MOULTON PLACE, 73 FEET
 HY1159'WEST OF THE WEST CURB OF U.S. HIGHWAY 23, 1 FOOT NORTH OF THE
 HY1159'SOUTHEAST CORNER OF THE BUILDING AND 2 FEET ABOVE THE LEVEL
 HY1159'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0563 ***********************************************************************
 MC0563  DESIGNATION -  H 312
 MC0563  PID         -  MC0563
 MC0563  STATE/COUNTY-  OH/WOOD
 MC0563  USGS QUAD   -  NORTH BALTIMORE (1977)
 MC0563
 MC0563                         *CURRENT SURVEY CONTROL
 MC0563  ___________________________________________________________________
 MC0563* NAD 83(1986)-  41 10 41.     (N)    083 38 43.     (W)     SCALED    
 MC0563* NAVD 88     -       221.732  (meters)     727.47   (feet)  POSTED    
 MC0563  ___________________________________________________________________
 MC0563  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC0563  DYNAMIC HT  -         221.630 (meters)     727.13  (feet)  COMP
 MC0563  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 MC0563
 MC0563  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MC0563
 MC0563.The horizontal coordinates were scaled from a topographic map and have
 MC0563.an estimated accuracy of +/- 6 seconds.
 MC0563
 MC0563.The orthometric height was determined by differential leveling
 MC0563.and adjusted by the National Geodetic Survey in 1992..
 MC0563.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MC0563.rate of 1.1 thru 2.0 mm/km.
 MC0563
 MC0563.The geoid height was determined by GEOID03.
 MC0563
 MC0563.The dynamic height is computed by dividing the NAVD 88
 MC0563.geopotential number by the normal gravity value computed on the
 MC0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0563.degrees latitude (g = 980.6199 gals.).
 MC0563
 MC0563.The modeled gravity was interpolated from observed gravity values.
 MC0563
 MC0563;                    North         East    Units  Estimated Accuracy
 MC0563;SPC OH N     -   168,470.      503,910.      MT  (+/- 180 meters Scaled)
 MC0563
 MC0563                          SUPERSEDED SURVEY CONTROL
 MC0563
 MC0563  NGVD 29 (01/19/93)  221.918  (m)          728.08   (f) ADJUSTED    1 1
 MC0563
 MC0563.Superseded values are not recommended for survey control.
 MC0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0563.See file dsdata.txt to determine how the superseded data were derived.
 MC0563
 MC0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF781618(NAD 83)
 MC0563_MARKER: DB = BENCH MARK DISK
 MC0563_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MC0563_SP_SET: COPPER-CLAD STEEL ROD
 MC0563_STAMPING: H 312 1968
 MC0563_MARK LOGO: CGS   
 MC0563_PROJECTION: PROJECTING 40 CENTIMETERS
 MC0563_MAGNETIC: I = MARKER IS A STEEL ROD
 MC0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0563+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1993
 MC0563_ROD/PIPE-DEPTH: 3.9  meters
 MC0563
 MC0563  HISTORY     - Date     Condition        Report By
 MC0563  HISTORY     - 1968     MONUMENTED       CGS
 MC0563  HISTORY     - 1983     GOOD             LOCSUR
 MC0563  HISTORY     - 19921022 GOOD             NGS
 MC0563  HISTORY     - 19930713 GOOD             NGS
 MC0563
 MC0563                          STATION DESCRIPTION
 MC0563
 MC0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0563'1.8 MI E FROM NORTH BALTIMORE.
 MC0563'ABOUT 1.75 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0563'THE STATION AT NORTH BALTIMORE, AT THE SMALL VILLAGE OF GALATEA,
 MC0563'NEAR THE CROSSING OF THE PENN CENTRAL RAILROAD, 46 FEET SOUTH OF
 MC0563'THE SOUTH RAIL OF THE EASTBOUND TRACK OF THE B AND O RAILROAD,
 MC0563'29 1/2 FEET WEST OF THE CENTER LINE OF GALATEA ROAD, 20 1/2
 MC0563'FEET SOUTHWEST OF MILEPOLE 48-39, 2.3 FEET NORTH OF THE GROUND
 MC0563'END OF THE ANCHOR TO A POWER POLE GUY WIRE, 0.6 FOOT NORTH OF A
 MC0563'METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK AND IS
 MC0563'A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES
 MC0563'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH METAL
 MC0563'PIPE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 MC0563'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 12.8 FEET.
 MC0563
 MC0563                          STATION RECOVERY (1983)
 MC0563
 MC0563'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0563'RECOVERED IN GOOD CONDITION.
 MC0563
 MC0563                          STATION RECOVERY (1992)
 MC0563
 MC0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0563'2.8 KM (1.75 MI) EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0563'STATION IN NORTH BALTIMORE, 14.4 M (47.2 FT) SOUTH OF THE NEAR RAIL,
 MC0563'11.7 M (38.4 FT) EAST OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 9.5 M
 MC0563'(31.2 FT) WEST OF THE CENTER OF GALATEA ROAD, 1.0 M (3.3 FT) BELOW
 MC0563'THE LEVEL OF THE TRACK, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND
 MC0563'0.2 M (0.7 FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN
 MC0563'A 4-INCH METAL PIPE AND PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND
 MC0563'SURFACE.
 MC0563
 MC0563                          STATION RECOVERY (1993)
 MC0563
 MC0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0563'12.9 KM (8.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 MC0563'JUNCTION OF U.S. HIGHWAY 224 IN FINDLAY (EXIT 159), THENCE 0.5 KM
 MC0563'(0.30 MI) EASTERLY ALONG STATE HIGHWAY 18, THENCE 0.7 KM (0.45 MI)
 MC0563'NORTHERLY ALONG GALATEA ROAD, 14.4 M (47.2 FT) SOUTH OF THE NEAR RAIL
 MC0563'OF THE CHESSIE SYSTEM RAILROAD, 11.7 M (38.4 FT) EAST OF THE NEAR
 MC0563'RAIL OF THE CONRAIL RAILROAD, 9.5 M (31.2 FT) WEST OF THE CENTER OF
 MC0563'THE ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.2 M (0.7 FT)
 MC0563'NORTH OF A WITNESS POST, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS POST.
 MC0563'NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND PROJECTS 0.3 M
 MC0563'(1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0098 ***********************************************************************
 MD0098  DESIGNATION -  H 314
 MD0098  PID         -  MD0098
 MD0098  STATE/COUNTY-  OH/PUTNAM
 MD0098  USGS QUAD   -  MILLER CITY (1973)
 MD0098
 MD0098                         *CURRENT SURVEY CONTROL
 MD0098  ___________________________________________________________________
 MD0098* NAD 83(1986)-  41 05 35.     (N)    084 09 04.     (W)     SCALED    
 MD0098* NAVD 88     -       221.245  (meters)     725.87   (feet)  ADJUSTED  
 MD0098  ___________________________________________________________________
 MD0098  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 MD0098  DYNAMIC HT  -         221.142 (meters)     725.53  (feet)  COMP
 MD0098  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 MD0098
 MD0098  VERT ORDER  -  FIRST     CLASS I
 MD0098
 MD0098.The horizontal coordinates were scaled from a topographic map and have
 MD0098.an estimated accuracy of +/- 6 seconds.
 MD0098
 MD0098.The orthometric height was determined by differential leveling
 MD0098.and adjusted by the National Geodetic Survey in June 1991..
 MD0098
 MD0098.The geoid height was determined by GEOID03.
 MD0098
 MD0098.The dynamic height is computed by dividing the NAVD 88
 MD0098.geopotential number by the normal gravity value computed on the
 MD0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0098.degrees latitude (g = 980.6199 gals.).
 MD0098
 MD0098.The modeled gravity was interpolated from observed gravity values.
 MD0098
 MD0098;                    North         East    Units  Estimated Accuracy
 MD0098;SPC OH N     -   159,710.      461,300.      MT  (+/- 180 meters Scaled)
 MD0098
 MD0098                          SUPERSEDED SURVEY CONTROL
 MD0098
 MD0098  NGVD 29 (01/19/93)  221.427  (m)          726.47   (f) ADJUSTED    1 1
 MD0098
 MD0098.Superseded values are not recommended for survey control.
 MD0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0098.See file dsdata.txt to determine how the superseded data were derived.
 MD0098
 MD0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL392529(NAD 83)
 MD0098_MARKER: DB = BENCH MARK DISK
 MD0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0098_SP_SET: CONCRETE POST
 MD0098_STAMPING: H 314 1968
 MD0098_MARK LOGO: CGS   
 MD0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0098+STABILITY: SURFACE MOTION
 MD0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0098+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0098
 MD0098  HISTORY     - Date     Condition        Report By
 MD0098  HISTORY     - 1968     MONUMENTED       CGS
 MD0098  HISTORY     - 19921020 GOOD             NGS
 MD0098
 MD0098                          STATION DESCRIPTION
 MD0098
 MD0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0098'6 MI E FROM CONTINENTAL.
 MD0098'ABOUT 5.95 MILES EAST ALONG STATE HIGHWAY 113 FROM THE JUNCTION
 MD0098'OF STATE HIGHWAY 634 LEADING NORTH AT CONTINENTAL, 1.0 MILE
 MD0098'WEST OF THE INTERSECTION OF STATE HIGHWAY 108, 90 FEET NORTHWEST
 MD0098'OF THE NORTHWEST CORNER OF A FARMHOUSE, 66 FEET WEST OF THE
 MD0098'CENTER LINE OF A DRIVEWAY, 26 FEET SOUTH OF THE CENTER LINE OF
 MD0098'THE HIGHWAY, 2 FEET WEST OF A TELEPHONE POLE, 2 FEET EAST OF A
 MD0098'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 MD0098'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 MD0098'THE GROUND.  IN SECTION 34, R 6 E, T 2 N.  NOTE-- MARK MAY BE
 MD0098'REACHED BY GOING 8.55 MILES WEST ALONG STATE HIGHWAY 113 FROM
 MD0098'THE CROSSING OF THE DETROIT, TOLEDO AND IRONTON RAILROAD AT
 MD0098'LEIPSIC TO BENCH MARK ON LEFT.
 MD0098
 MD0098                          STATION RECOVERY (1992)
 MD0098
 MD0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0098'9.6 KM (5.95 MI) EASTERLY ALONG STATE HIGHWAY 613 FROM THE JUNCTION
 MD0098'OF MAIN STREET IN CONTINENTAL, 20.0 M (65.6 FT) WEST OF THE CENTER OF
 MD0098'A GRAVELED DRIVEWAY, 7.6 M (24.9 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 MD0098'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH
 MD0098'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 MD0098'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0244 ***********************************************************************
 MD0244  DESIGNATION -  H 315
 MD0244  PID         -  MD0244
 MD0244  STATE/COUNTY-  OH/PAULDING
 MD0244  USGS QUAD   -  WOODBURN SOUTH (1992)
 MD0244
 MD0244                         *CURRENT SURVEY CONTROL
 MD0244  ___________________________________________________________________
 MD0244* NAD 83(1986)-  41 04 39.     (N)    084 47 04.     (W)     SCALED    
 MD0244* NAVD 88     -       229.386  (meters)     752.58   (feet)  ADJUSTED  
 MD0244  ___________________________________________________________________
 MD0244  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MD0244  DYNAMIC HT  -         229.291 (meters)     752.27  (feet)  COMP
 MD0244  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 MD0244
 MD0244  VERT ORDER  -  FIRST     CLASS I
 MD0244
 MD0244.The horizontal coordinates were scaled from a topographic map and have
 MD0244.an estimated accuracy of +/- 6 seconds.
 MD0244
 MD0244.The orthometric height was determined by differential leveling
 MD0244.and adjusted by the National Geodetic Survey in June 1991..
 MD0244
 MD0244.The geoid height was determined by GEOID03.
 MD0244
 MD0244.The dynamic height is computed by dividing the NAVD 88
 MD0244.geopotential number by the normal gravity value computed on the
 MD0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0244.degrees latitude (g = 980.6199 gals.).
 MD0244
 MD0244.The modeled gravity was interpolated from observed gravity values.
 MD0244
 MD0244;                    North         East    Units  Estimated Accuracy
 MD0244;SPC OH N     -   159,180.      408,060.      MT  (+/- 180 meters Scaled)
 MD0244
 MD0244                          SUPERSEDED SURVEY CONTROL
 MD0244
 MD0244  NGVD 29 (01/19/93)  229.542  (m)          753.09   (f) ADJUSTED    1 1
 MD0244
 MD0244.Superseded values are not recommended for survey control.
 MD0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0244.See file dsdata.txt to determine how the superseded data were derived.
 MD0244
 MD0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL861497(NAD 83)
 MD0244_MARKER: DB = BENCH MARK DISK
 MD0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0244_SP_SET: CONCRETE POST
 MD0244_STAMPING: H 315 1968
 MD0244_MARK LOGO: CGS   
 MD0244_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0244+STABILITY: SURFACE MOTION
 MD0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0244+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1992
 MD0244
 MD0244  HISTORY     - Date     Condition        Report By
 MD0244  HISTORY     - 1968     MONUMENTED       CGS
 MD0244  HISTORY     - 19921019 GOOD             NGS
 MD0244
 MD0244                          STATION DESCRIPTION
 MD0244
 MD0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0244'1 MI E FROM EDGERTON.
 MD0244'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 113 FROM THE INTERSECTION
 MD0244'OF THE STATE LINE ROAD (OHIO-INDIANA) AT EDGERTON, AT THE JUNCTION
 MD0244'AND IN THE EXTENDED CENTER LINE OF COUNTY ROAD NO. 11 LEADING
 MD0244'SOUTH, 109 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 11 LEADING
 MD0244'NORTH, 33 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST
 MD0244'OF A TELEPHONE POLE, 115 FEET NORTH-NORTHEAST OF THE CENTER OF
 MD0244'THE JUNCTION OF THE HIGHWAY AND COUNTY ROAD 11 LEADING NORTH, 2 FEET
 MD0244'EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 MD0244'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 MD0244'THE LEVEL OF THE GROUND.  IN SECTION 32, R 1 E, T 2 N.
 MD0244
 MD0244                          STATION RECOVERY (1992)
 MD0244
 MD0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0244'5.1 KM (3.15 MI) WESTERLY ALONG STATE HIGHWAY 631 FROM THE POST
 MD0244'OFFICE IN PAYNE, 33.5 M (109.9 FT) EAST OF THE CENTERLINE OF COUNTY
 MD0244'ROAD NORTH, 10.0 M (32.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M
 MD0244'(3.3 FT) WEST-NORTHWEST OF AN UNDERGROUND CABLE JUNCTION BOX, 0.6 M
 MD0244'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF THE
 MD0244'EXTENDED CENTER OF COUNTY ROAD SOUTH, 0.2 M (0.7 FT) SOUTH OF A
 MD0244'WITNESS POST, AND THE MONUMENT PROJECTS 0.8 M (2.6 FT) ABOVE THE
 MD0244'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1028 ***********************************************************************
 MC1028  DESIGNATION -  H 316
 MC1028  PID         -  MC1028
 MC1028  STATE/COUNTY-  OH/WOOD
 MC1028  USGS QUAD   -  WALBRIDGE (1994)
 MC1028
 MC1028                         *CURRENT SURVEY CONTROL
 MC1028  ___________________________________________________________________
 MC1028* NAD 83(1986)-  41 35 56.     (N)    083 28 36.     (W)     SCALED    
 MC1028* NAVD 88     -       187.959  (meters)     616.66   (feet)  ADJUSTED  
 MC1028  ___________________________________________________________________
 MC1028  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC1028  DYNAMIC HT  -         187.885 (meters)     616.42  (feet)  COMP
 MC1028  MODELED GRAV-     980,227.6   (mgal)                       NAVD 88
 MC1028
 MC1028  VERT ORDER  -  FIRST     CLASS II
 MC1028
 MC1028.The horizontal coordinates were scaled from a topographic map and have
 MC1028.an estimated accuracy of +/- 6 seconds.
 MC1028
 MC1028.The orthometric height was determined by differential leveling
 MC1028.and adjusted by the National Geodetic Survey in June 1991..
 MC1028
 MC1028.The geoid height was determined by GEOID03.
 MC1028
 MC1028.The dynamic height is computed by dividing the NAVD 88
 MC1028.geopotential number by the normal gravity value computed on the
 MC1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1028.degrees latitude (g = 980.6199 gals.).
 MC1028
 MC1028.The modeled gravity was interpolated from observed gravity values.
 MC1028
 MC1028;                    North         East    Units  Estimated Accuracy
 MC1028;SPC OH N     -   215,030.      518,580.      MT  (+/- 180 meters Scaled)
 MC1028
 MC1028                          SUPERSEDED SURVEY CONTROL
 MC1028
 MC1028  NGVD 29 (06/03/92)  188.155  (m)          617.31   (f) ADJUSTED    1 2
 MC1028
 MC1028.Superseded values are not recommended for survey control.
 MC1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1028.See file dsdata.txt to determine how the superseded data were derived.
 MC1028
 MC1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG935082(NAD 83)
 MC1028_MARKER: DB = BENCH MARK DISK
 MC1028_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC1028_SP_SET: ABUTMENT
 MC1028_STAMPING: H 316 1980
 MC1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1028+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 MC1028
 MC1028  HISTORY     - Date     Condition        Report By
 MC1028  HISTORY     - 1980     MONUMENTED       NGS
 MC1028  HISTORY     - 20040728 GOOD             OHDT
 MC1028
 MC1028                          STATION DESCRIPTION
 MC1028
 MC1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1028'6.9 KM SE FROM TOLEDO.
 MC1028'6.9 KILOMETERS (4.3 MILES) SOUTHEAST ALONG THE PENN CENTRAL RAILROAD
 MC1028'FROM THE UNION STATION IN TOLEDO, SET VERTICALLY IN THE NORTHEAST
 MC1028'ABUTMENT OF THE INTERSTATE 280 BRIDGE OVER THE TRACKS, 23.25 METERS
 MC1028'(76.3 FEET) NORTHEAST OF THE NORTHEAST RAIL, 6.45 METERS (21.2 FEET)
 MC1028'SOUTHEAST OF THE POINT WHERE THE ABUTMENT MAKES A BEND FORMING THE
 MC1028'WINGWALL.
 MC1028'THE MARK IS 1.0 M ABOVE GROUND.
 MC1028
 MC1028                          STATION RECOVERY (2004)
 MC1028
 MC1028'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0995 ***********************************************************************
 MC0995  DESIGNATION -  H 317
 MC0995  PID         -  MC0995
 MC0995  STATE/COUNTY-  OH/OTTAWA
 MC0995  USGS QUAD   -  PORT CLINTON (1969)
 MC0995
 MC0995                         *CURRENT SURVEY CONTROL
 MC0995  ___________________________________________________________________
 MC0995* NAD 83(1986)-  41 30 29.     (N)    082 54 42.     (W)     SCALED    
 MC0995* NAVD 88     -       177.500  (meters)     582.35   (feet)  ADJUSTED  
 MC0995  ___________________________________________________________________
 MC0995  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 MC0995  DYNAMIC HT  -         177.427 (meters)     582.11  (feet)  COMP
 MC0995  MODELED GRAV-     980,208.6   (mgal)                       NAVD 88
 MC0995
 MC0995  VERT ORDER  -  FIRST     CLASS II
 MC0995
 MC0995.The horizontal coordinates were scaled from a topographic map and have
 MC0995.an estimated accuracy of +/- 6 seconds.
 MC0995
 MC0995.The orthometric height was determined by differential leveling
 MC0995.and adjusted by the National Geodetic Survey in June 1991..
 MC0995
 MC0995.The geoid height was determined by GEOID03.
 MC0995
 MC0995.The dynamic height is computed by dividing the NAVD 88
 MC0995.geopotential number by the normal gravity value computed on the
 MC0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0995.degrees latitude (g = 980.6199 gals.).
 MC0995
 MC0995.The modeled gravity was interpolated from observed gravity values.
 MC0995
 MC0995;                    North         East    Units  Estimated Accuracy
 MC0995;SPC OH N     -   204,560.      565,630.      MT  (+/- 180 meters Scaled)
 MC0995
 MC0995                          SUPERSEDED SURVEY CONTROL
 MC0995
 MC0995  NGVD 29 (06/03/92)  177.711  (m)          583.04   (f) ADJUSTED    1 2
 MC0995
 MC0995.Superseded values are not recommended for survey control.
 MC0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0995.See file dsdata.txt to determine how the superseded data were derived.
 MC0995
 MC0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF404969(NAD 83)
 MC0995_MARKER: DB = BENCH MARK DISK
 MC0995_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0995_SP_SET: PIER
 MC0995_STAMPING: H 317 1980
 MC0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0995+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 MC0995
 MC0995  HISTORY     - Date     Condition        Report By
 MC0995  HISTORY     - 1980     MONUMENTED       NGS
 MC0995  HISTORY     - 20040531 GOOD             USPSQD
 MC0995  HISTORY     - 20050918 GOOD             USPSQD
 MC0995
 MC0995                          STATION DESCRIPTION
 MC0995
 MC0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0995'2.5 KM EAST FROM PORT CLINTON.
 MC0995'2.5 KILOMETERS (1.55 MILES) EAST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0995'THE RAILROAD BRIDGE OVER MADISON STREET IN PORT CLINTON, SET
 MC0995'VETICALLY IN THE MOST EASTERLY OF TWO PIERS IN THE FIRST ROW OF PIERS
 MC0995'ON THE NORTH SIDE OF THE RAILROAD FOR THE STATE HIGHWAY 2 BRIDGE OVER
 MC0995'THE TRACKS, 8.85 METERS (29.0 FEET) NORTH OF THE NORTH RAIL OF THE
 MC0995'TRACKS, 0.75 METER (2.5 FEET) WEST OF THE EAST EDGE OF THE PIER.
 MC0995'THE MARK IS 1.0 M ABOVE GROUND.
 MC0995
 MC0995                          STATION RECOVERY (2004)
 MC0995
 MC0995'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC0995'RECOVERED IN GOOD CONDITION.
 MC0995
 MC0995                          STATION RECOVERY (2005)
 MC0995
 MC0995'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 MC0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0955 ***********************************************************************
 MC0955  DESIGNATION -  H 318
 MC0955  PID         -  MC0955
 MC0955  STATE/COUNTY-  OH/ERIE
 MC0955  USGS QUAD   -  SANDUSKY (1969)
 MC0955
 MC0955                         *CURRENT SURVEY CONTROL
 MC0955  ___________________________________________________________________
 MC0955* NAD 83(1986)-  41 26 18.     (N)    082 41 37.     (W)     SCALED    
 MC0955* NAVD 88     -       183.657  (meters)     602.55   (feet)  ADJUSTED  
 MC0955  ___________________________________________________________________
 MC0955  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 MC0955  DYNAMIC HT  -         183.581 (meters)     602.30  (feet)  COMP
 MC0955  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 MC0955
 MC0955  VERT ORDER  -  FIRST     CLASS II
 MC0955
 MC0955.The horizontal coordinates were scaled from a topographic map and have
 MC0955.an estimated accuracy of +/- 6 seconds.
 MC0955
 MC0955.The orthometric height was determined by differential leveling
 MC0955.and adjusted by the National Geodetic Survey in June 1991..
 MC0955
 MC0955.The geoid height was determined by GEOID03.
 MC0955
 MC0955.The dynamic height is computed by dividing the NAVD 88
 MC0955.geopotential number by the normal gravity value computed on the
 MC0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0955.degrees latitude (g = 980.6199 gals.).
 MC0955
 MC0955.The modeled gravity was interpolated from observed gravity values.
 MC0955
 MC0955;                    North         East    Units  Estimated Accuracy
 MC0955;SPC OH N     -   196,760.      583,820.      MT  (+/- 180 meters Scaled)
 MC0955
 MC0955                          SUPERSEDED SURVEY CONTROL
 MC0955
 MC0955  NGVD 29 (06/03/92)  183.877  (m)          603.27   (f) ADJUSTED    1 2
 MC0955
 MC0955.Superseded values are not recommended for survey control.
 MC0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0955.See file dsdata.txt to determine how the superseded data were derived.
 MC0955
 MC0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF585888(NAD 83)
 MC0955_MARKER: DB = BENCH MARK DISK
 MC0955_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MC0955_SP_SET: PIER
 MC0955_STAMPING: H 318 1980
 MC0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0955+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 MC0955
 MC0955  HISTORY     - Date     Condition        Report By
 MC0955  HISTORY     - 1980     MONUMENTED       NGS
 MC0955  HISTORY     - 20040803 GOOD             OHDT
 MC0955
 MC0955                          STATION DESCRIPTION
 MC0955
 MC0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0955'IN SANDUSKY.
 MC0955'IN SANDUSKY, 0.60 KILOMETER (0.40 MILE) EAST ALONG THE PENN CENTRAL
 MC0955'RAILROAD FROM THE OVERPASS BRIDGE OVER THE BALTIMORE AND OHIO RAILROAD
 MC0955'IN SANDUSKY, SET VERTICALLY IN THE SOUTH FACE AND NEAR THE EAST END OF
 MC0955'THE FIRST PIER NORTH OF THE TRACKS FOR THE BRIDGE FOR THE NORTH BOUND
 MC0955'LANES OF MILAN ROAD, 2.9 METERS (9.5 FEET) NORTH OF THE NORTH RAIL,
 MC0955'0.7 METER (2.3 FEET) WEST OF THE EAST END OF THE PIER.
 MC0955'THE MARK IS 1.0 M ABOVE GROUND.
 MC0955
 MC0955                          STATION RECOVERY (2004)
 MC0955
 MC0955'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0914 ***********************************************************************
 MC0914  DESIGNATION -  H 319
 MC0914  PID         -  MC0914
 MC0914  STATE/COUNTY-  OH/LORAIN
 MC0914  USGS QUAD   -  LORAIN (1979)
 MC0914
 MC0914                         *CURRENT SURVEY CONTROL
 MC0914  ___________________________________________________________________
 MC0914* NAD 83(1986)-  41 26 25.     (N)    082 14 08.     (W)     SCALED    
 MC0914* NAVD 88     -       183.505  (meters)     602.05   (feet)  ADJUSTED  
 MC0914  ___________________________________________________________________
 MC0914  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 MC0914  DYNAMIC HT  -         183.432 (meters)     601.81  (feet)  COMP
 MC0914  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 MC0914
 MC0914  VERT ORDER  -  FIRST     CLASS II
 MC0914
 MC0914.The horizontal coordinates were scaled from a topographic map and have
 MC0914.an estimated accuracy of +/- 6 seconds.
 MC0914
 MC0914.The orthometric height was determined by differential leveling
 MC0914.and adjusted by the National Geodetic Survey in June 1991..
 MC0914
 MC0914.The geoid height was determined by GEOID03.
 MC0914
 MC0914.The dynamic height is computed by dividing the NAVD 88
 MC0914.geopotential number by the normal gravity value computed on the
 MC0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0914.degrees latitude (g = 980.6199 gals.).
 MC0914
 MC0914.The modeled gravity was interpolated from observed gravity values.
 MC0914
 MC0914;                    North         East    Units  Estimated Accuracy
 MC0914;SPC OH N     -   196,990.      622,100.      MT  (+/- 180 meters Scaled)
 MC0914
 MC0914                          SUPERSEDED SURVEY CONTROL
 MC0914
 MC0914  NGVD 29 (06/03/92)  183.745  (m)          602.84   (f) ADJUSTED    1 2
 MC0914
 MC0914.Superseded values are not recommended for survey control.
 MC0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0914.See file dsdata.txt to determine how the superseded data were derived.
 MC0914
 MC0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF967883(NAD 83)
 MC0914_MARKER: I = METAL ROD
 MC0914_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0914_SP_SET: STAINLESS STEEL ROD
 MC0914_STAMPING: H 319 1980
 MC0914_MARK LOGO: NGS   
 MC0914_PROJECTION: FLUSH
 MC0914_MAGNETIC: I = MARKER IS A STEEL ROD
 MC0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0914+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 MC0914_ROD/PIPE-DEPTH: 3.3  meters
 MC0914
 MC0914  HISTORY     - Date     Condition        Report By
 MC0914  HISTORY     - 1980     MONUMENTED       NGS
 MC0914  HISTORY     - 19950330 GOOD             NGS
 MC0914  HISTORY     - 20040819 GOOD             OHDT
 MC0914
 MC0914                          STATION DESCRIPTION
 MC0914
 MC0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0914'6.0 KM SW FROM LORAIN.
 MC0914'6.0 KILOMETERS (3.7 MILES) SOUTHWEST ALONG US HIGHWAY 6 FROM THE
 MC0914'SOUTHWEST END OF THE BRIDGE OVER BLACK RIVER IN LORAIN, AT THE
 MC0914'SOUTHWEST CORNER OF THE JUNCTION OF KOBLE ROAD, SET IN THE GRASSY
 MC0914'MEDIAN BETWEEN HIGHWAY 6 AND A SOHIO GAS STATION, 36.6 METERS (120.0
 MC0914'FEET) WEST OF THE CENTER LINE OF KOBLE ROAD, 24.4 METERS (80.0 FEET)
 MC0914'NORTHWEST OF THE NORTH CORNER OF THE STATION, 5.05 METERS (16.6 FEET)
 MC0914'NORTH-NORTHEAST OF THE NORTH CORNER OF THE CONCRETE FOUNDATION
 MC0914'SUPPORTING A SOHIO SIGN, 2.15 METERS (7.0 FEET) SOUTHEAST OF THE
 MC0914'SOUTHEAST CURB OF THE HIGHWAY, 1.55 METERS (5.0 FEET) WEST-SOUTHWEST
 MC0914'OF A POWER POLE.
 MC0914'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MC0914
 MC0914                          STATION RECOVERY (1995)
 MC0914
 MC0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 MC0914'3.5 KM (2.15 MI) WESTERLY ALONG U.S.  HIGHWAY 6 FROM THE JUNCTION OF
 MC0914'STATE HIGHWAY 58 IN LORAIN, 36.4 M (119.4 FT) WEST OF THE CENTERLINE
 MC0914'OF KOLBE ROAD, 10.6 M (34.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 MC0914'EASTBOUND LANES OF THE HIGHWAY, 4.4 M (14.4 FT) NORTHWEST OF UTILITY
 MC0914'POLE NUMBER 39DG 1A-1 WITH A GUY CABLE, 1.4 M (4.6 FT) SOUTHWEST OF
 MC0914'UTILITY LIGHT POLE NUMBER 39DG 1A-2, AND 0.3 M (1.0 FT) ABOVE THE
 MC0914'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 MC0914'5-INCH LOGO CAP.
 MC0914
 MC0914                          STATION RECOVERY (2004)
 MC0914
 MC0914'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0706 ***********************************************************************
 KZ0706  DESIGNATION -  H 32
 KZ0706  PID         -  KZ0706
 KZ0706  STATE/COUNTY-  OH/COSHOCTON
 KZ0706  USGS QUAD   -  WARSAW (1987)
 KZ0706
 KZ0706                         *CURRENT SURVEY CONTROL
 KZ0706  ___________________________________________________________________
 KZ0706* NAD 83(1986)-  40 16 12.     (N)    082 02 06.     (W)     SCALED    
 KZ0706* NAVD 88     -       282.071  (meters)     925.43   (feet)  ADJUSTED  
 KZ0706  ___________________________________________________________________
 KZ0706  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KZ0706  DYNAMIC HT  -         281.928 (meters)     924.96  (feet)  COMP
 KZ0706  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 KZ0706
 KZ0706  VERT ORDER  -  SECOND    CLASS 0
 KZ0706
 KZ0706.The horizontal coordinates were scaled from a topographic map and have
 KZ0706.an estimated accuracy of +/- 6 seconds.
 KZ0706
 KZ0706.The orthometric height was determined by differential leveling
 KZ0706.and adjusted by the National Geodetic Survey in June 1991..
 KZ0706
 KZ0706.The geoid height was determined by GEOID03.
 KZ0706
 KZ0706.The dynamic height is computed by dividing the NAVD 88
 KZ0706.geopotential number by the normal gravity value computed on the
 KZ0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0706.degrees latitude (g = 980.6199 gals.).
 KZ0706
 KZ0706.The modeled gravity was interpolated from observed gravity values.
 KZ0706
 KZ0706;                    North         East    Units  Estimated Accuracy
 KZ0706;SPC OH N     -    67,100.      639,550.      MT  (+/- 180 meters Scaled)
 KZ0706
 KZ0706                          SUPERSEDED SURVEY CONTROL
 KZ0706
 KZ0706  NGVD 29 (??/??/92)  282.281  (m)          926.12   (f) ADJ UNCH    2 0
 KZ0706
 KZ0706.Superseded values are not recommended for survey control.
 KZ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0706.See file dsdata.txt to determine how the superseded data were derived.
 KZ0706
 KZ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME120582(NAD 83)
 KZ0706_MARKER: DB = BENCH MARK DISK
 KZ0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0706_STAMPING: H 32 1934
 KZ0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0706+STABILITY: SURFACE MOTION
 KZ0706
 KZ0706  HISTORY     - Date     Condition        Report By
 KZ0706  HISTORY     - 1934     MONUMENTED       CGS
 KZ0706
 KZ0706                          STATION DESCRIPTION
 KZ0706
 KZ0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ0706'1.3 MI N FROM TUNNEL HILL.
 KZ0706'1.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KZ0706'STATION AT TUNNEL HILL, COSHOCTON COUNTY, 0.4 MILE NORTH OF
 KZ0706'MILEPOST K 23-T 10, AT THE ROAD CROSSING 175 YARDS SOUTH OF THE
 KZ0706'TUNNEL, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD, 13 FEET
 KZ0706'NORTHWEST OF THE WEST RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 KZ0706'THE TRACK.  A STANDARD DISK, STAMPED H 32 1934 AND SET IN THE
 KZ0706'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1533 ***********************************************************************
 MB1533  DESIGNATION -  H 320
 MB1533  PID         -  MB1533
 MB1533  STATE/COUNTY-  OH/CUYAHOGA
 MB1533  USGS QUAD   -  NORTH OLMSTED (1985)
 MB1533
 MB1533                         *CURRENT SURVEY CONTROL
 MB1533  ___________________________________________________________________
 MB1533* NAD 83(1986)-  41 29 17.     (N)    081 57 35.     (W)     SCALED    
 MB1533* NAVD 88     -       190.846  (meters)     626.13   (feet)  ADJUSTED  
 MB1533  ___________________________________________________________________
 MB1533  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 MB1533  DYNAMIC HT  -         190.772 (meters)     625.89  (feet)  COMP
 MB1533  MODELED GRAV-     980,231.6   (mgal)                       NAVD 88
 MB1533
 MB1533  VERT ORDER  -  FIRST     CLASS II
 MB1533
 MB1533.The horizontal coordinates were scaled from a topographic map and have
 MB1533.an estimated accuracy of +/- 6 seconds.
 MB1533
 MB1533.The orthometric height was determined by differential leveling
 MB1533.and adjusted by the National Geodetic Survey in June 1991..
 MB1533
 MB1533.The geoid height was determined by GEOID03.
 MB1533
 MB1533.The dynamic height is computed by dividing the NAVD 88
 MB1533.geopotential number by the normal gravity value computed on the
 MB1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1533.degrees latitude (g = 980.6199 gals.).
 MB1533
 MB1533.The modeled gravity was interpolated from observed gravity values.
 MB1533
 MB1533;                    North         East    Units  Estimated Accuracy
 MB1533;SPC OH N     -   202,400.      645,120.      MT  (+/- 180 meters Scaled)
 MB1533
 MB1533                          SUPERSEDED SURVEY CONTROL
 MB1533
 MB1533  NGVD 29 (06/03/92)  191.092  (m)          626.94   (f) ADJUSTED    1 2
 MB1533
 MB1533.Superseded values are not recommended for survey control.
 MB1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1533.See file dsdata.txt to determine how the superseded data were derived.
 MB1533
 MB1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF198933(NAD 83)
 MB1533_MARKER: I = METAL ROD
 MB1533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1533_SP_SET: STAINLESS STEEL ROD
 MB1533_STAMPING: H 320 1980
 MB1533_PROJECTION: FLUSH
 MB1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1533+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 MB1533_ROD/PIPE-DEPTH: 9.7  meters
 MB1533
 MB1533  HISTORY     - Date     Condition        Report By
 MB1533  HISTORY     - 1980     MONUMENTED       NGS
 MB1533  HISTORY     - 19940905 GOOD             USPSQD
 MB1533  HISTORY     - 20040830 GOOD             OHDT
 MB1533
 MB1533                          STATION DESCRIPTION
 MB1533
 MB1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MB1533'5.9 KM WEST FROM BAY VILLAGE.
 MB1533'4.8 KILOMETERS (3.3 MILES) WEST-NORTHWEST ALONG LAKE ROAD (US HIGHWAY
 MB1533'6 AND STATE HIGHWAY 2) FROM THE JUNCTION OF COLUMBIA ROAD (STATE
 MB1533'HIGHWAY 252) IN BAY VILLAGE, THENCE 1.1 KILOMETERS (0.7 MILE) SOUTH
 MB1533'ALONG BRADLEY ROAD TO THE MARK ON THE RIGHT, SET IN THE NORTHEAST
 MB1533'CORNER OF THE LOT OF HOUSE NUMBER 400, 19.33 METERS (63.4 FEET)
 MB1533'NORTHEAST OF THE NORTHEAST CORNER OF THE 2-CAR GARAGE OF THE HOUSE,
 MB1533'11.89 METERS (39.0 FEET) WEST OF THE CENTER LINE OF BRADLEY ROAD, 4.35
 MB1533'METERS (14.3 FEET) NORTH OF THE NORTH EDGE OF THE CONCRETE DRIVEWAY OF
 MB1533'THE HOUSE, 4.12 METERS (13.5 FEET) WEST OF POWER POLE 55944, 1.5
 MB1533'METERS (4.9 FEET) WEST OF THE WEST EDGE OF THE SIDEWALK, 0.73 METERS
 MB1533'(2.4 FEET) EAST OF THE EAST END POST OF THE WOOD PROPERTY LINE FENCE.
 MB1533'NOTE-THIS MARK WAS SET FOR A SPUR LINE TO BENCH MARK K 13.
 MB1533'THE MARK IS ABOVE LEVEL WITH CONCRETE DRIVEWAY.
 MB1533
 MB1533                          STATION RECOVERY (1994)
 MB1533
 MB1533'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1533'RECOVERED IN GOOD CONDITION.
 MB1533
 MB1533                          STATION RECOVERY (2004)
 MB1533
 MB1533'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1533'LID TO COLLAR IS BROKEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1588 ***********************************************************************
 MB1588  DESIGNATION -  H 321
 MB1588  PID         -  MB1588
 MB1588  STATE/COUNTY-  OH/LAKE
 MB1588  USGS QUAD   -  EASTLAKE (1994)
 MB1588
 MB1588                         *CURRENT SURVEY CONTROL
 MB1588  ___________________________________________________________________
 MB1588* NAD 83(1986)-  41 38 23.     (N)    081 28 34.     (W)     SCALED    
 MB1588* NAVD 88     -       189.040  (meters)     620.21   (feet)  ADJUSTED  
 MB1588  ___________________________________________________________________
 MB1588  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 MB1588  DYNAMIC HT  -         188.970 (meters)     619.98  (feet)  COMP
 MB1588  MODELED GRAV-     980,246.2   (mgal)                       NAVD 88
 MB1588
 MB1588  VERT ORDER  -  FIRST     CLASS II
 MB1588
 MB1588.The horizontal coordinates were scaled from a topographic map and have
 MB1588.an estimated accuracy of +/- 6 seconds.
 MB1588
 MB1588.The orthometric height was determined by differential leveling
 MB1588.and adjusted by the National Geodetic Survey in June 1991..
 MB1588
 MB1588.The geoid height was determined by GEOID03.
 MB1588
 MB1588.The dynamic height is computed by dividing the NAVD 88
 MB1588.geopotential number by the normal gravity value computed on the
 MB1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1588.degrees latitude (g = 980.6199 gals.).
 MB1588
 MB1588.The modeled gravity was interpolated from observed gravity values.
 MB1588
 MB1588;                    North         East    Units  Estimated Accuracy
 MB1588;SPC OH N     -   219,610.      685,300.      MT  (+/- 180 meters Scaled)
 MB1588
 MB1588                          SUPERSEDED SURVEY CONTROL
 MB1588
 MB1588  NGVD 29 (06/03/92)  189.269  (m)          620.96   (f) ADJUSTED    1 2
 MB1588
 MB1588.Superseded values are not recommended for survey control.
 MB1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1588.See file dsdata.txt to determine how the superseded data were derived.
 MB1588
 MB1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG603098(NAD 83)
 MB1588_MARKER: I = METAL ROD
 MB1588_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MB1588_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MB1588_STAMPING: H 321 1981
 MB1588_MARK LOGO: NGS   
 MB1588_PROJECTION: FLUSH
 MB1588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB1588+STABILITY: POSITION/ELEVATION WELL
 MB1588_ROD/PIPE-DEPTH: 12.2 meters
 MB1588_SLEEVE-DEPTH  : 6.0 meters
 MB1588
 MB1588  HISTORY     - Date     Condition        Report By
 MB1588  HISTORY     - 1981     MONUMENTED       NGS
 MB1588  HISTORY     - 19891005 GOOD             NGS
 MB1588  HISTORY     - 20010820 MARK NOT FOUND   USPSQD
 MB1588
 MB1588                          STATION DESCRIPTION
 MB1588
 MB1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1588'IN WILLOWICK.
 MB1588'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 MB1588'IN WILLOWICK, AT THE STATE SAVING AND LOAN BANK 30500 LAKE SHORE
 MB1588'BOULEVARD (STATE HIGHWAY 282), 0.38 KILOMETERS (0.25 MILE) SOUTHEAST
 MB1588'OF THE JUNCTION OF VINE STREET (STATE HIGHWAY 640), THE MARK IS IN THE
 MB1588'FRONT LAWN OF THE BANK NORTHEAST OF THE NORTHEAST END OF BANK SIGN
 MB1588'READING (STATE SAVINGS 30500), 13.47 METERS (44.2 FEET) WEST OF THE
 MB1588'NORTH CORNER OF THE BANK, 6.7 METERS (22.0 FEET) SOUTHEAST OF THE
 MB1588'SOUTHEAST CURB OF LAKE SHORE BOULEVARD, 2.01 METERS (6.6 FEET) NORTH
 MB1588'OF A 10-INCH MAPLE TREE, 1.92 METERS (6.3 FEET) NORTHEAST OF THE
 MB1588'NORTHEAST METAL LEG OF THE SIGN.
 MB1588
 MB1588                          STATION RECOVERY (1989)
 MB1588
 MB1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1588'IN WILLOWICK, IN THE FRONT LAWN OF THE 1ST NATIONWIDE BANK 30500 LAKE
 MB1588'SHORE BOULEVARD (STATE HIGHWAY 282), OPPOSITE WILLOWICK LAKEFRONT
 MB1588'STATE PARK, ABOUT 70 METERS NORTHEAST OF THE JUNCTION OF EAST 305TH
 MB1588'STREET AND LAKESHORE BOULEVARD, 13.47 METERS (44.2 FEET) WEST OF THE
 MB1588'CONCRETE NORTH CORNER OF THE BANK, 6.7 METERS (22.0 FEET) SOUTHEAST
 MB1588'OF THE SOUTHEAST CURB OF LAKE SHORE BOULEVARD, 16.2 M (53.1 FT)
 MB1588'SOUTHWEST OF THE CENTER OF THE ENTRANCE DRIVE, 3.05 M (10.0 FT)
 MB1588'NORTHWEST OF THE CURB OF THE BANK DRIVEWAY, AND 3.66 M (12.0 FT)
 MB1588'NORTHEAST OF THE SOUTHEAST METAL LEG OF A SIGN READING (1ST
 MB1588'NATIONWIDE BANK).
 MB1588
 MB1588                          STATION RECOVERY (2001)
 MB1588
 MB1588'RECOVERY NOTE BY US POWER SQUADRON 2001 (LAE)
 MB1588'THE BANK HAS BEEN REMOVED AND A NEW BUILDING IS LOCATGED ON THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1571 ***********************************************************************
 MB1571  DESIGNATION -  H 322
 MB1571  PID         -  MB1571
 MB1571  STATE/COUNTY-  OH/CUYAHOGA
 MB1571  USGS QUAD   -  EAST CLEVELAND (1994)
 MB1571
 MB1571                         *CURRENT SURVEY CONTROL
 MB1571  ___________________________________________________________________
 MB1571* NAD 83(1986)-  41 33 09.     (N)    081 36 22.     (W)     SCALED    
 MB1571* NAVD 88     -       183.992  (meters)     603.65   (feet)  ADJUSTED  
 MB1571  ___________________________________________________________________
 MB1571  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 MB1571  DYNAMIC HT  -         183.920 (meters)     603.41  (feet)  COMP
 MB1571  MODELED GRAV-     980,228.9   (mgal)                       NAVD 88
 MB1571
 MB1571  VERT ORDER  -  FIRST     CLASS II
 MB1571
 MB1571.The horizontal coordinates were scaled from a topographic map and have
 MB1571.an estimated accuracy of +/- 6 seconds.
 MB1571
 MB1571.The orthometric height was determined by differential leveling
 MB1571.and adjusted by the National Geodetic Survey in June 1991..
 MB1571
 MB1571.The geoid height was determined by GEOID03.
 MB1571
 MB1571.The dynamic height is computed by dividing the NAVD 88
 MB1571.geopotential number by the normal gravity value computed on the
 MB1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1571.degrees latitude (g = 980.6199 gals.).
 MB1571
 MB1571.The modeled gravity was interpolated from observed gravity values.
 MB1571
 MB1571;                    North         East    Units  Estimated Accuracy
 MB1571;SPC OH N     -   209,800.      674,570.      MT  (+/- 180 meters Scaled)
 MB1571
 MB1571                          SUPERSEDED SURVEY CONTROL
 MB1571
 MB1571  NGVD 29 (06/03/92)  184.222  (m)          604.40   (f) ADJUSTED    1 2
 MB1571
 MB1571.Superseded values are not recommended for survey control.
 MB1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1571.See file dsdata.txt to determine how the superseded data were derived.
 MB1571
 MB1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG494002(NAD 83)
 MB1571_MARKER: I = METAL ROD
 MB1571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1571_SP_SET: STAINLESS STEEL ROD
 MB1571_STAMPING: H 322 1981
 MB1571_MARK LOGO: NGS   
 MB1571_PROJECTION: FLUSH
 MB1571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB1571+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 MB1571_ROD/PIPE-DEPTH: 8.5  meters
 MB1571
 MB1571  HISTORY     - Date     Condition        Report By
 MB1571  HISTORY     - 1981     MONUMENTED       NGS
 MB1571  HISTORY     - 19891005 GOOD             NGS
 MB1571  HISTORY     - 20040920 GOOD             OHDT
 MB1571
 MB1571                          STATION DESCRIPTION
 MB1571
 MB1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1571'IN CLEVELAND.
 MB1571'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 MB1571'IN CLEVELAND, AT THE SOUTH CORNER OF THE BRICK AND IRON FENCE AROUND
 MB1571'THE BRATENAHL APARTMENT BUILDING NEAR THE LAKE SHORE COUNTRY CLUB ON
 MB1571'LAKE SHORE BOULEVARD, 12.8 METERS (42.0 FEET) NORTH-NORTHWEST OF THE
 MB1571'CENTER LINE OF THE BOULEVARD, 4.57 METERS (15.0 FEET) EAST-NORTHEAST
 MB1571'OF A DRIVEWAY LEADING NORTH, 0.55 METER (1.8 FEET) EAST-SOUTHEAST OF
 MB1571'THE SOUTH CORNER OF THE FENCE.
 MB1571
 MB1571                          STATION RECOVERY (1989)
 MB1571
 MB1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1571'IN CLEVELAND, AT THE SOUTHWEST CORNER OF THE BRICK AND IRON FENCE
 MB1571'AROUND THE HIGHRISE BRATENAHL APARTMENT BUILDING, 0.1 KM (0.05 MI)
 MB1571'SOUTHWEST OF THE JUNCTION OF EDDY ROAD AND LAKESHORE BOULEVARD, 12.8
 MB1571'METERS (42.0 FEET) NORTH-NORTHWEST OF THE CENTER LINE OF THE
 MB1571'BOULEVARD, 4.5O M (15.0 FEET) NORTHEAST OF A GRAVEL DRIVEWAY LEADING
 MB1571'NORTH TO A HOUSE AT 11341 LAKESHORE BOULEVARD, AND 0.55 METER (1.8
 MB1571'FEET) SOUTHEAST OF THE SOUTHWEST CORNER OF THE FENCE.
 MB1571
 MB1571                          STATION RECOVERY (2004)
 MB1571
 MB1571'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1601 ***********************************************************************
 MB1601  DESIGNATION -  H 323
 MB1601  PID         -  MB1601
 MB1601  STATE/COUNTY-  OH/LAKE
 MB1601  USGS QUAD   -  EASTLAKE (1994)
 MB1601
 MB1601                         *CURRENT SURVEY CONTROL
 MB1601  ___________________________________________________________________
 MB1601* NAD 83(1986)-  41 41 59.     (N)    081 23 00.     (W)     SCALED    
 MB1601* NAVD 88     -       190.309  (meters)     624.37   (feet)  ADJUSTED  
 MB1601  ___________________________________________________________________
 MB1601  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 MB1601  DYNAMIC HT  -         190.241 (meters)     624.15  (feet)  COMP
 MB1601  MODELED GRAV-     980,259.9   (mgal)                       NAVD 88
 MB1601
 MB1601  VERT ORDER  -  FIRST     CLASS II
 MB1601
 MB1601.The horizontal coordinates were scaled from a topographic map and have
 MB1601.an estimated accuracy of +/- 6 seconds.
 MB1601
 MB1601.The orthometric height was determined by differential leveling
 MB1601.and adjusted by the National Geodetic Survey in June 1991..
 MB1601
 MB1601.The geoid height was determined by GEOID03.
 MB1601
 MB1601.The dynamic height is computed by dividing the NAVD 88
 MB1601.geopotential number by the normal gravity value computed on the
 MB1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1601.degrees latitude (g = 980.6199 gals.).
 MB1601
 MB1601.The modeled gravity was interpolated from observed gravity values.
 MB1601
 MB1601;                    North         East    Units  Estimated Accuracy
 MB1601;SPC OH N     -   226,360.      692,950.      MT  (+/- 180 meters Scaled)
 MB1601
 MB1601                          SUPERSEDED SURVEY CONTROL
 MB1601
 MB1601  NGVD 29 (06/03/92)  190.539  (m)          625.13   (f) ADJUSTED    1 2
 MB1601
 MB1601.Superseded values are not recommended for survey control.
 MB1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1601.See file dsdata.txt to determine how the superseded data were derived.
 MB1601
 MB1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG681165(NAD 83)
 MB1601_MARKER: I = METAL ROD
 MB1601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1601_SP_SET: STAINLESS STEEL ROD
 MB1601_STAMPING: H 323 1981
 MB1601_MARK LOGO: NGS   
 MB1601_PROJECTION: FLUSH
 MB1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1601+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 MB1601_ROD/PIPE-DEPTH: 9.8  meters
 MB1601
 MB1601  HISTORY     - Date     Condition        Report By
 MB1601  HISTORY     - 1981     MONUMENTED       NGS
 MB1601  HISTORY     - 19891012 GOOD             NGS
 MB1601  HISTORY     - 19970905 GOOD             USPSQD
 MB1601  HISTORY     - 20001114 GOOD             USPSQD
 MB1601  HISTORY     - 20040921 GOOD             OHDT
 MB1601
 MB1601                          STATION DESCRIPTION
 MB1601
 MB1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1601'IN MENTOR ON THE LAKE.
 MB1601'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
 MB1601'IN MENTOR-ON-THE-LAKE, AT THE SOUTHEAST ANGLE OF THE JUNCTION OF LAKE
 MB1601'SHORE BOULEVARD AND ANTOINETTE DRIVE, 30.49 METERS (100.0 FEET)
 MB1601'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, 1.83 METERS (6.0
 MB1601'FEET) WEST OF THE WEST CURB OF ANTOINETTE DRIVE, 2.07 METERS (6.8
 MB1601'FEET) NORTH OF A UTILITY POLE.
 MB1601
 MB1601                          STATION RECOVERY (1989)
 MB1601
 MB1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MB1601'IN MENTOR-ON-THE-LAKE, 0.5 KM (0.30 MI) WEST OF THE JUNCTION OF STATE
 MB1601'ROUTE 306 AND LAKE SHORE BOULEVARD, AT THE SOUTHEAST ANGLE OF THE
 MB1601'JUNCTION OF LAKE SHORE BOULEVARD AND ANTOINETTE DRIVE, 30.49 METERS
 MB1601'(100.0 FEET) SOUTH-SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD,
 MB1601'1.83 METERS (6.0 FEET) WEST OF THE WEST CURB OF ANTOINETTE DRIVE, AND
 MB1601'2.07 METERS (6.8 FEET) NORTH OF UTILITY POLE NUMBER 823523 WITH FOUR
 MB1601'GUY WIRES.
 MB1601
 MB1601                          STATION RECOVERY (1997)
 MB1601
 MB1601'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1601'RECOVERED IN GOOD CONDITION.
 MB1601
 MB1601                          STATION RECOVERY (2000)
 MB1601
 MB1601'RECOVERY NOTE BY US POWER SQUADRON 2000 (LAE)
 MB1601'RECOVERED IN GOOD CONDITION.
 MB1601
 MB1601                          STATION RECOVERY (2004)
 MB1601
 MB1601'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MB1601'DESCRIPTION SHOULD READ.  6 FEET EAST OF EAST CURB OF ANTOINETTE
 MB1601'ADD 0.5 FEET WEST OF WITNESS POST
 MB1601'MISSING LOGO CAP
 MB1601' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1639 ***********************************************************************
 MB1639  DESIGNATION -  H 324
 MB1639  PID         -  MB1639
 MB1639  STATE/COUNTY-  OH/LAKE
 MB1639  USGS QUAD   -  PAINESVILLE (1994)
 MB1639
 MB1639                         *CURRENT SURVEY CONTROL
 MB1639  ___________________________________________________________________
 MB1639* NAD 83(1986)-  41 44 19.     (N)    081 13 40.     (W)     SCALED    
 MB1639* NAVD 88     -       200.235  (meters)     656.94   (feet)  ADJUSTED  
 MB1639  ___________________________________________________________________
 MB1639  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 MB1639  DYNAMIC HT  -         200.162 (meters)     656.70  (feet)  COMP
 MB1639  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 MB1639
 MB1639  VERT ORDER  -  FIRST     CLASS II
 MB1639
 MB1639.The horizontal coordinates were scaled from a topographic map and have
 MB1639.an estimated accuracy of +/- 6 seconds.
 MB1639
 MB1639.The orthometric height was determined by differential leveling
 MB1639.and adjusted by the National Geodetic Survey in June 1991..
 MB1639
 MB1639.The geoid height was determined by GEOID03.
 MB1639
 MB1639.The dynamic height is computed by dividing the NAVD 88
 MB1639.geopotential number by the normal gravity value computed on the
 MB1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1639.degrees latitude (g = 980.6199 gals.).
 MB1639
 MB1639.The modeled gravity was interpolated from observed gravity values.
 MB1639
 MB1639;                    North         East    Units  Estimated Accuracy
 MB1639;SPC OH N     -   230,860.      705,830.      MT  (+/- 180 meters Scaled)
 MB1639
 MB1639                          SUPERSEDED SURVEY CONTROL
 MB1639
 MB1639  NGVD 29 (06/03/92)  200.458  (m)          657.67   (f) ADJUSTED    1 2
 MB1639
 MB1639.Superseded values are not recommended for survey control.
 MB1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1639.See file dsdata.txt to determine how the superseded data were derived.
 MB1639
 MB1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG810207(NAD 83)
 MB1639_MARKER: DB = BENCH MARK DISK
 MB1639_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MB1639_SP_SET: ABUTMENT
 MB1639_STAMPING: H 324 1981
 MB1639_MARK LOGO: NGS   
 MB1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1639
 MB1639  HISTORY     - Date     Condition        Report By
 MB1639  HISTORY     - 1981     MONUMENTED       NGS
 MB1639  HISTORY     - 19940904 GOOD             USPSQD
 MB1639  HISTORY     - 19980921 GOOD             USPSQD
 MB1639
 MB1639                          STATION DESCRIPTION
 MB1639
 MB1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1639'1.85 KM (1.15 MI) EAST FROM PAINESVILLE.
 MB1639'1.85 KILOMETERS (1.15 MILES) EAST ALONG US HIGHWAY 20 FROM THE
 MB1639'INTERSECTION OF STATE STREET IN PAINESVILLE, TO THE CONRAIL RAILROAD
 MB1639'OVERPASS AND THE MARK ON THE LEFT, 8.99 METERS (29.5 FEET) NORTH OF
 MB1639'THE NORTH RAIL OF THE MOST NORTHERN SET OF TRACKS, 0.49 METER (1.6
 MB1639'FEET) SOUTH OF THE NORTH END OF THE WEST ABUTMENT, 0.49 METER (1.6
 MB1639'FEET) WEST OF THE EAST EDGE OF THE WEST ABUTMENT.
 MB1639'THE MARK IS 1.5 M BELOW BASE OF RAIL.
 MB1639
 MB1639                          STATION RECOVERY (1994)
 MB1639
 MB1639'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB1639'RECOVERED IN GOOD CONDITION.
 MB1639
 MB1639                          STATION RECOVERY (1998)
 MB1639
 MB1639'RECOVERY NOTE BY US POWER SQUADRON 1998
 MB1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1664 ***********************************************************************
 MB1664  DESIGNATION -  H 325
 MB1664  PID         -  MB1664
 MB1664  STATE/COUNTY-  OH/ASHTABULA
 MB1664  USGS QUAD   -  GENEVA (1994)
 MB1664
 MB1664                         *CURRENT SURVEY CONTROL
 MB1664  ___________________________________________________________________
 MB1664* NAD 83(1986)-  41 49 12.     (N)    080 53 34.     (W)     SCALED    
 MB1664* NAVD 88     -       207.026  (meters)     679.22   (feet)  ADJUSTED  
 MB1664  ___________________________________________________________________
 MB1664  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 MB1664  DYNAMIC HT  -         206.949 (meters)     678.97  (feet)  COMP
 MB1664  MODELED GRAV-     980,246.1   (mgal)                       NAVD 88
 MB1664
 MB1664  VERT ORDER  -  FIRST     CLASS II
 MB1664
 MB1664.The horizontal coordinates were scaled from a topographic map and have
 MB1664.an estimated accuracy of +/- 6 seconds.
 MB1664
 MB1664.The orthometric height was determined by differential leveling
 MB1664.and adjusted by the National Geodetic Survey in June 1991..
 MB1664
 MB1664.The geoid height was determined by GEOID03.
 MB1664
 MB1664.The dynamic height is computed by dividing the NAVD 88
 MB1664.geopotential number by the normal gravity value computed on the
 MB1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1664.degrees latitude (g = 980.6199 gals.).
 MB1664
 MB1664.The modeled gravity was interpolated from observed gravity values.
 MB1664
 MB1664;                    North         East    Units  Estimated Accuracy
 MB1664;SPC OH N     -   240,360.      733,530.      MT  (+/- 180 meters Scaled)
 MB1664
 MB1664                          SUPERSEDED SURVEY CONTROL
 MB1664
 MB1664  NGVD 29 (06/03/92)  207.237  (m)          679.91   (f) ADJUSTED    1 2
 MB1664
 MB1664.Superseded values are not recommended for survey control.
 MB1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1664.See file dsdata.txt to determine how the superseded data were derived.
 MB1664
 MB1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG089297(NAD 83)
 MB1664_MARKER: I = METAL ROD
 MB1664_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1664_SP_SET: STAINLESS STEEL ROD
 MB1664_STAMPING: H 325 1981
 MB1664_MARK LOGO: NGS   
 MB1664_PROJECTION: FLUSH
 MB1664_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1664_ROD/PIPE-DEPTH: 7.3  meters
 MB1664
 MB1664  HISTORY     - Date     Condition        Report By
 MB1664  HISTORY     - 1981     MONUMENTED       NGS
 MB1664  HISTORY     - 19920809 GOOD             USPSQD
 MB1664  HISTORY     - 19931029 GOOD             OHDT
 MB1664
 MB1664                          STATION DESCRIPTION
 MB1664
 MB1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1664'4.8 KM (3.0 MI) EAST FROM GENEVA.
 MB1664'4.8 KILOMETERS (3.0 MILES) EAST ALONG U.S. HIGHWAY 20 FROM THE
 MB1664'JUNCTION OF STATE HIGHWAY 534 IN GENEVA, TO THE GIRARD NURSERY AND THE
 MB1664'MARK ON THE LEFT, 11.89 METERS (39.0 FEET) NORTH-NORTHWEST OF THE
 MB1664'CENTER LINE OF THE HIGHWAY, 1.95 METERS (6.4 FEET) WEST-SOUTHWEST OF
 MB1664'THE MOST NORTHERLY POST OF THE NURSERY SIGN, 0.95 METER (3.1 FEET)
 MB1664'EAST-NORTHEAST OF UTILITY POLE 280219.
 MB1664'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MB1664
 MB1664                          STATION RECOVERY (1992)
 MB1664
 MB1664'RECOVERY NOTE BY US POWER SQUADRON 1992 (PE)
 MB1664'RECOVERED IN GOOD CONDITION.
 MB1664
 MB1664                          STATION RECOVERY (1993)
 MB1664
 MB1664'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1664'4.8 KILOMETERS (3.00 MI) EAST ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 MB1664'OF STATE HIGHWAY 534 IN GENEVA, TO THE GIRARD NURSERY AND THE MARK ON
 MB1664'THE LEFT, 11.89 METERS (39.01 FT) NORTH-NORTHWEST OF THE CENTER LINE
 MB1664'OF THE HIGHWAY, 1.95 METERS (6.40 FT) WEST-SOUTHWEST OF THE MOST
 MB1664'NORTHERLY POST OF THE NURSERY SIGN, 0.95 METER (3.12 FT)
 MB1664'EAST-NORTHEAST OF UTILITY POLE 280219.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1546 ***********************************************************************
 KY1546  DESIGNATION -  H 33
 KY1546  PID         -  KY1546
 KY1546  STATE/COUNTY-  OH/TUSCARAWAS
 KY1546  USGS QUAD   -  NEWCOMERSTOWN (1994)
 KY1546
 KY1546                         *CURRENT SURVEY CONTROL
 KY1546  ___________________________________________________________________
 KY1546* NAD 83(1986)-  40 16 23.     (N)    081 36 21.     (W)     SCALED    
 KY1546* NAVD 88     -       245.035  (meters)     803.92   (feet)  ADJUSTED  
 KY1546  ___________________________________________________________________
 KY1546  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KY1546  DYNAMIC HT  -         244.910 (meters)     803.51  (feet)  COMP
 KY1546  MODELED GRAV-     980,108.0   (mgal)                       NAVD 88
 KY1546
 KY1546  VERT ORDER  -  FIRST     CLASS II
 KY1546
 KY1546.The horizontal coordinates were scaled from a topographic map and have
 KY1546.an estimated accuracy of +/- 6 seconds.
 KY1546
 KY1546.The orthometric height was determined by differential leveling
 KY1546.and adjusted by the National Geodetic Survey in June 1991..
 KY1546
 KY1546.The geoid height was determined by GEOID03.
 KY1546
 KY1546.The dynamic height is computed by dividing the NAVD 88
 KY1546.geopotential number by the normal gravity value computed on the
 KY1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1546.degrees latitude (g = 980.6199 gals.).
 KY1546
 KY1546.The modeled gravity was interpolated from observed gravity values.
 KY1546
 KY1546;                    North         East    Units  Estimated Accuracy
 KY1546;SPC OH N     -    67,730.      676,050.      MT  (+/- 180 meters Scaled)
 KY1546
 KY1546                          SUPERSEDED SURVEY CONTROL
 KY1546
 KY1546  NGVD 29 (??/??/92)  245.248  (m)          804.62   (f) ADJ UNCH    1 2
 KY1546
 KY1546.Superseded values are not recommended for survey control.
 KY1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1546.See file dsdata.txt to determine how the superseded data were derived.
 KY1546
 KY1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME484582(NAD 83)
 KY1546_MARKER: DB = BENCH MARK DISK
 KY1546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1546_SP_SET: CONC FOUNDATION
 KY1546_STAMPING: H 33 1934
 KY1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1546
 KY1546  HISTORY     - Date     Condition        Report By
 KY1546  HISTORY     - 1934     MONUMENTED       CGS
 KY1546  HISTORY     - 1954     GOOD             NGS
 KY1546  HISTORY     - 1961     GOOD             LOCSUR
 KY1546  HISTORY     - 1985     SEE DESCRIPTION  NGS
 KY1546
 KY1546                          STATION DESCRIPTION
 KY1546
 KY1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY1546'AT NEWCOMERSTOWN.
 KY1546'AT NEWCOMERSTOWN, IN THE SOUTHWEST ANGLE OF THE CROSSING OF BRIDGE
 KY1546'STREET AND THE PENNSYLVANIA RAILROAD, IN SOUTHWEST ANGLE OF
 KY1546'CROSSING OF THE NORTH-SOUTH AND EAST-WEST LINES OF THE PENNSYLVANIA
 KY1546'RAILROAD, SOUTHWEST AND ACROSS RAILROAD INTERSECTION AND STREET
 KY1546'FROM THE RAILROAD STATION, SET VERTICALLY IN THE NORTH FACE OF
 KY1546'CONCRETE FOUNDATION OF RAILROAD CONTROL TOWER, 1 1/2 FEET WEST OF
 KY1546'NORTHEAST CORNER OF TOWER AND 2.8 FEET ABOVE GROUND.
 KY1546
 KY1546                          STATION RECOVERY (1961)
 KY1546
 KY1546'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 KY1546'RECOVERED IN GOOD CONDITION.
 KY1546
 KY1546                          STATION RECOVERY (1985)
 KY1546
 KY1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KY1546'THE MARK IS IN GOOD CONDITION BUT SET IN A BUILDING SCHEDULED FOR
 KY1546'DEMOLITION IN THE NEAR FUTURE. A NEW MARK H 33 RESET 1985, WAS
 KY1546'ESTABLISHED AND THE OLD MARK WAS LEFT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1814 ***********************************************************************
 MB1814  DESIGNATION -  H 337
 MB1814  PID         -  MB1814
 MB1814  STATE/COUNTY-  OH/SUMMIT
 MB1814  USGS QUAD   -  NORTHFIELD (1994)
 MB1814
 MB1814                         *CURRENT SURVEY CONTROL
 MB1814  ___________________________________________________________________
 MB1814* NAD 83(1986)-  41 20 09.     (N)    081 30 52.     (W)     SCALED    
 MB1814* NAVD 88     -       318.047  (meters)    1043.46   (feet)  ADJUSTED  
 MB1814  ___________________________________________________________________
 MB1814  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB1814  DYNAMIC HT  -         317.913 (meters)    1043.02  (feet)  COMP
 MB1814  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 MB1814
 MB1814  VERT ORDER  -  FIRST     CLASS II
 MB1814
 MB1814.The horizontal coordinates were scaled from a topographic map and have
 MB1814.an estimated accuracy of +/- 6 seconds.
 MB1814
 MB1814.The orthometric height was determined by differential leveling
 MB1814.and adjusted by the National Geodetic Survey in June 1991..
 MB1814
 MB1814.The geoid height was determined by GEOID03.
 MB1814
 MB1814.The dynamic height is computed by dividing the NAVD 88
 MB1814.geopotential number by the normal gravity value computed on the
 MB1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1814.degrees latitude (g = 980.6199 gals.).
 MB1814
 MB1814.The modeled gravity was interpolated from observed gravity values.
 MB1814
 MB1814;                    North         East    Units  Estimated Accuracy
 MB1814;SPC OH N     -   185,820.      682,490.      MT  (+/- 180 meters Scaled)
 MB1814
 MB1814                          SUPERSEDED SURVEY CONTROL
 MB1814
 MB1814  NGVD 29 (06/03/92)  318.261  (m)         1044.16   (f) ADJUSTED    1 2
 MB1814
 MB1814.Superseded values are not recommended for survey control.
 MB1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1814.See file dsdata.txt to determine how the superseded data were derived.
 MB1814
 MB1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF569761(NAD 83)
 MB1814_MARKER: DB = BENCH MARK DISK
 MB1814_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MB1814_SP_SET: BRIDGE ABUTMENT
 MB1814_STAMPING: H 337 1983
 MB1814_MARK LOGO: NGS   
 MB1814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1814
 MB1814  HISTORY     - Date     Condition        Report By
 MB1814  HISTORY     - 1983     MONUMENTED       NGS
 MB1814
 MB1814                          STATION DESCRIPTION
 MB1814
 MB1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MB1814'IN MACEDONIA.
 MB1814'IN MACEDONIA, IN TOP OF THE NORTHWEST ABUTMENT OF THE RAILROAD BRIDGE
 MB1814'OVER LEDGE ROAD, 4.27 METERS (14.0 FT) NORTH OF THE CENTER OF LEDGE
 MB1814'ROAD, 2.44 METERS (8.0 FT) WEST OF THE WEST RAIL OF A SIDE TRACK.
 MB1814'THE MARK IS 0.09 M ABOVE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1234 ***********************************************************************
 JY1234  DESIGNATION -  H 338
 JY1234  PID         -  JY1234
 JY1234  STATE/COUNTY-  OH/ROSS
 JY1234  USGS QUAD   -  CHILLICOTHE WEST (1981)
 JY1234
 JY1234                         *CURRENT SURVEY CONTROL
 JY1234  ___________________________________________________________________
 JY1234* NAD 83(1986)-  39 20 22.     (N)    083 01 51.     (W)     SCALED    
 JY1234* NAVD 88     -       204.968  (meters)     672.47   (feet)  ADJUSTED  
 JY1234  ___________________________________________________________________
 JY1234  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JY1234  DYNAMIC HT  -         204.843 (meters)     672.06  (feet)  COMP
 JY1234  MODELED GRAV-     980,012.6   (mgal)                       NAVD 88
 JY1234
 JY1234  VERT ORDER  -  FIRST     CLASS II
 JY1234
 JY1234.The horizontal coordinates were scaled from a topographic map and have
 JY1234.an estimated accuracy of +/- 6 seconds.
 JY1234
 JY1234.The orthometric height was determined by differential leveling
 JY1234.and adjusted by the National Geodetic Survey in June 1991..
 JY1234
 JY1234.The geoid height was determined by GEOID03.
 JY1234
 JY1234.The dynamic height is computed by dividing the NAVD 88
 JY1234.geopotential number by the normal gravity value computed on the
 JY1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1234.degrees latitude (g = 980.6199 gals.).
 JY1234
 JY1234.The modeled gravity was interpolated from observed gravity values.
 JY1234
 JY1234;                    North         East    Units  Estimated Accuracy
 JY1234;SPC OH S     -   148,830.      554,240.      MT  (+/- 180 meters Scaled)
 JY1234
 JY1234                          SUPERSEDED SURVEY CONTROL
 JY1234
 JY1234  NGVD 29 (06/03/91)  205.135  (m)          673.01   (f) ADJUSTED    1 2
 JY1234
 JY1234.Superseded values are not recommended for survey control.
 JY1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1234.See file dsdata.txt to determine how the superseded data were derived.
 JY1234
 JY1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD249564(NAD 83)
 JY1234_MARKER: I = METAL ROD
 JY1234_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JY1234_SP_SET: STAINLESS STEEL ROD
 JY1234_STAMPING: H 338 1984
 JY1234_MARK LOGO: NGS   
 JY1234_PROJECTION: FLUSH
 JY1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1234_ROD/PIPE-DEPTH: 30.5 meters
 JY1234
 JY1234  HISTORY     - Date     Condition        Report By
 JY1234  HISTORY     - 1984     MONUMENTED       NGS
 JY1234
 JY1234                          STATION DESCRIPTION
 JY1234
 JY1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1234'4.8 KM (3.0 MI) WEST FROM CHILLICOTHE.
 JY1234'4.8 KM (3.0 MI) WEST ALONG U.S. HIGHWAY 50 (WEST MAIN STREET) FROM THE
 JY1234'COUNTY COURTHOUSE IN CHILLICOTHE TO THE MARK ON THE LEFT, AT THE U.S.
 JY1234'ARMY RESERVE BUILDING, NEAR THE MAIN ENTRANCE, ALSO 3.4 KM (2.1 MI)
 JY1234'NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF STATE HIGHWAY 28
 JY1234'ON THE WEST SIDE OF SLATE MILLS, 36.58 METERS (120.0 FT) SOUTHWEST OF
 JY1234'THE CENTERLINE OF THE HIGHWAY, 12.95 METERS (42.5 FT) SOUTHEAST OF THE
 JY1234'CENTER OF THE PAVED DRIVE, 5.30 METERS (17.4 FT) NORTHWEST OF THE
 JY1234'CENTER OF THE MAIN ENTRANCE, 4.11 METERS (13.5 FT) SOUTHEAST OF THE
 JY1234'NORTH-NORTHEAST CORNER OF THE BUILDING, 1.16 METERS (3.8 FT) NORTHEAST
 JY1234'OF THE NORTHEAST FACE OF THE BUILDING.
 JY1234'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1258 ***********************************************************************
 JY1258  DESIGNATION -  H 339
 JY1258  PID         -  JY1258
 JY1258  STATE/COUNTY-  OH/HIGHLAND
 JY1258  USGS QUAD   -  GREENFIELD (1979)
 JY1258
 JY1258                         *CURRENT SURVEY CONTROL
 JY1258  ___________________________________________________________________
 JY1258* NAD 83(1986)-  39 21 07.     (N)    083 22 54.     (W)     SCALED    
 JY1258* NAVD 88     -       276.796  (meters)     908.12   (feet)  ADJUSTED  
 JY1258  ___________________________________________________________________
 JY1258  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JY1258  DYNAMIC HT  -         276.637 (meters)     907.60  (feet)  COMP
 JY1258  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 JY1258
 JY1258  VERT ORDER  -  FIRST     CLASS II
 JY1258
 JY1258.The horizontal coordinates were scaled from a topographic map and have
 JY1258.an estimated accuracy of +/- 6 seconds.
 JY1258
 JY1258.The orthometric height was determined by differential leveling
 JY1258.and adjusted by the National Geodetic Survey in June 1991..
 JY1258
 JY1258.The geoid height was determined by GEOID03.
 JY1258
 JY1258.The dynamic height is computed by dividing the NAVD 88
 JY1258.geopotential number by the normal gravity value computed on the
 JY1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1258.degrees latitude (g = 980.6199 gals.).
 JY1258
 JY1258.The modeled gravity was interpolated from observed gravity values.
 JY1258
 JY1258;                    North         East    Units  Estimated Accuracy
 JY1258;SPC OH S     -   150,460.      524,010.      MT  (+/- 180 meters Scaled)
 JY1258
 JY1258                          SUPERSEDED SURVEY CONTROL
 JY1258
 JY1258  NGVD 29 (06/03/91)  276.963  (m)          908.67   (f) ADJUSTED    1 2
 JY1258
 JY1258.Superseded values are not recommended for survey control.
 JY1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1258.See file dsdata.txt to determine how the superseded data were derived.
 JY1258
 JY1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD947585(NAD 83)
 JY1258_MARKER: I = METAL ROD
 JY1258_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JY1258_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JY1258_STAMPING: H 339 1984
 JY1258_MARK LOGO: NGS   
 JY1258_PROJECTION: FLUSH
 JY1258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY1258+STABILITY: POSITION/ELEVATION WELL
 JY1258_ROD/PIPE-DEPTH: 6.1  meters
 JY1258_SLEEVE-DEPTH  : 5.6 meters
 JY1258
 JY1258  HISTORY     - Date     Condition        Report By
 JY1258  HISTORY     - 1984     MONUMENTED       NGS
 JY1258
 JY1258                          STATION DESCRIPTION
 JY1258
 JY1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1258'IN GREENFIELD.
 JY1258'IN GREENFIELD, ALONG STATE HIGHWAY 28, AT THE POST OFFICE, 6.37 METERS
 JY1258'(20.9 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY, 4.30 METERS
 JY1258'(14.1 FT) SOUTH OF THE SOUTH FACE OF THE POST OFFICE BUILDING,
 JY1258'3.47 METERS (11.4 FT) WEST OF THE CENTER OF THE MAIN ENTRANCE TO THE
 JY1258'BUILDING, 3.11 METERS (10.2 FT) EAST OF A FLAG POLE.
 JY1258'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1156 ***********************************************************************
 JY1156  CBN         -  This is a Cooperative Base Network Control Station.
 JY1156  DESIGNATION -  H 34
 JY1156  PID         -  JY1156
 JY1156  STATE/COUNTY-  OH/CLARK
 JY1156  USGS QUAD   -  VIENNA (1973)
 JY1156
 JY1156                         *CURRENT SURVEY CONTROL
 JY1156  ___________________________________________________________________
 JY1156* NAD 83(1995)-  39 53 41.34586(N)    083 36 17.08141(W)     ADJUSTED  
 JY1156* NAVD 88     -       359.078  (meters)    1178.08   (feet)  ADJUSTED  
 JY1156  ___________________________________________________________________
 JY1156  X           -     545,845.361 (meters)                     COMP
 JY1156  Y           -  -4,869,961.697 (meters)                     COMP
 JY1156  Z           -   4,069,241.446 (meters)                     COMP
 JY1156  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 JY1156  ELLIP HEIGHT-         326.12  (meters)          (03/08/05) GPS OBS
 JY1156  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JY1156  DYNAMIC HT  -         358.879 (meters)    1177.42  (feet)  COMP
 JY1156  MODELED GRAV-     980,061.0   (mgal)                       NAVD 88
 JY1156
 JY1156  HORZ ORDER  -  B
 JY1156  VERT ORDER  -  SECOND    CLASS 0
 JY1156  ELLP ORDER  -  FOURTH    CLASS II
 JY1156
 JY1156.The horizontal coordinates were established by GPS observations
 JY1156.and adjusted by the National Geodetic Survey in August 1996..
 JY1156
 JY1156.The orthometric height was determined by differential leveling
 JY1156.and adjusted by the National Geodetic Survey in June 1991..
 JY1156
 JY1156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1156
 JY1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1156
 JY1156.The ellipsoidal height was determined by GPS observations
 JY1156.and is referenced to NAD 83.
 JY1156
 JY1156.The geoid height was determined by GEOID03.
 JY1156
 JY1156.The dynamic height is computed by dividing the NAVD 88
 JY1156.geopotential number by the normal gravity value computed on the
 JY1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1156.degrees latitude (g = 980.6199 gals.).
 JY1156
 JY1156.The modeled gravity was interpolated from observed gravity values.
 JY1156
 JY1156;                    North         East     Units Scale Factor Converg.
 JY1156;SPC OH S     -   210,932.342   505,521.660   MT  0.99997553   -0 42 03.5
 JY1156;UTM  17      - 4,419,331.081   277,305.242   MT  1.00021058   -1 40 16.7
 JY1156
 JY1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1156!SPC OH S     -   0.99994884  x   0.99997553  =   0.99992437
 JY1156!UTM  17      -   0.99994884  x   1.00021058  =   1.00015941
 JY1156
 JY1156                          SUPERSEDED SURVEY CONTROL
 JY1156
 JY1156  ELLIP H (08/20/96)  326.17   (m)                       GP(       ) 4 2
 JY1156  NAD 83(1986)-  39 53 41.35313(N)    083 36 17.08927(W) AD(       ) 1
 JY1156  NAVD 88 (12/14/93)  359.08   (m)         1178.1    (f) LEVELING    3  
 JY1156  NGVD 29 (??/??/92)  359.248  (m)         1178.63   (f) ADJ UNCH    2 0
 JY1156
 JY1156.Superseded values are not recommended for survey control.
 JY1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1156.See file dsdata.txt to determine how the superseded data were derived.
 JY1156
 JY1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE7730519331(NAD 83)
 JY1156_MARKER: DD = SURVEY DISK
 JY1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1156_SP_SET: CONCRETE POST
 JY1156_STAMPING: H 34 1934
 JY1156_MARK LOGO: CGS   
 JY1156_PROJECTION: FLUSH
 JY1156_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1156+STABILITY: SURFACE MOTION
 JY1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1156+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 JY1156
 JY1156  HISTORY     - Date     Condition        Report By
 JY1156  HISTORY     - 1934     MONUMENTED       CGS
 JY1156  HISTORY     - 1957     GOOD             NGS
 JY1156  HISTORY     - 19930601 GOOD             GEOMET
 JY1156  HISTORY     - 19950807 GOOD             NGS
 JY1156  HISTORY     - 19960424 GOOD             ATLTEC
 JY1156  HISTORY     - 19980811 GOOD             SCHC
 JY1156  HISTORY     - 20000420 GOOD             ATLTEC
 JY1156
 JY1156                          STATION DESCRIPTION
 JY1156
 JY1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JY1156'0.1 MI E FROM PLATTSBURG.
 JY1156'0.1 MILE EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 JY1156'LOUIS RAILWAY FROM THE STATION AT PLATTSBURG, CLARK COUNTY, 63
 JY1156'YARDS WEST OF MILEPOST CLE 172, AT THE JUNCTION OF A DRIVE TO
 JY1156'A CEMETERY, 50 FEET EAST OF THE CENTERLINE OF THE DRIVE, 38.5
 JY1156'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 5 FEET ABOVE THE LEVEL
 JY1156'OF THE TRACK.  A STANDARD DISK, STAMPED H 34 1934 AND SET IN THE
 JY1156'TOP OF A CONCRETE POST.
 JY1156
 JY1156                          STATION RECOVERY (1993)
 JY1156
 JY1156'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 JY1156'RECOVERED IN GOOD CONDITION.
 JY1156
 JY1156                          STATION RECOVERY (1995)
 JY1156
 JY1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JY1156'THE STATION IS LOCATED AT PLATTSBURG, 17.7 KM (11.00 MI) EAST OF
 JY1156'SPRINGFIELD, 14.5 KM (9.00 MI) WEST OF LONDON, AT THE HARMONY TOWNSHIP
 JY1156'MAINTENANCE GARAGE, 0.2 KM (0.10 MI) WEST-NORTHWEST OF THE PLATTSBURG
 JY1156'CEMETERY, AND ON TOWNSHIP PROPERTY BETWEEN THE GARAGE AND A RAILROAD.
 JY1156'CONTACT PAUL WILSON, TOWNSHIP TRUSTEE, TELEPHONE (513) 568-4234.  TO
 JY1156'REACH FROM THE JUNCTION OF INTERSTATE 7O AND STATE ROUTE 54 NEAR NEW
 JY1156'VIENNA, GO SOUTH ON ROUTE 54 FOR 4.2 KM (2.60 MI) TO PLATTSBURG, TURN
 JY1156'LEFT ON PLATTSBURG ROAD AND GO 0.56 KM (0.35 MI) EAST TO A GRAVEL ROAD
 JY1156'ON THE RIGHT.  TURN RIGHT AND GO SOUTH 0.13 KM (0.10 MI) TO A RAILROAD
 JY1156'CROSSING AND THE MARK ON THE LEFT.  IT IS SET IN TOP OF A 15 CM SQUARE
 JY1156'CONCRETE MONUMENT PROJECTING 15.2 CM , 21.0 M (68.9 FT) EAST-SOUTHEAST
 JY1156'OF THE CENTER OF THE CROSSING, 56.4 M (185.0 FT) WEST-SOUTHWEST OF
 JY1156'RAILROAD MILEPOST 172, 16.8 M (55.1 FT) EAST OF THE CENTERLINE OF THE
 JY1156'ROAD, 12.2 M (40.0 FT) NORTH OF THE NORTHWEST CORNER OF THE TOWNSHIP
 JY1156'GARAGE (A METAL BUILDING) , 11.0 M (36.1 FT) SOUTH OF THE SOUTH RAIL
 JY1156'AND 1.8 M (5.9 FT) ABOVE SAME.
 JY1156
 JY1156                          STATION RECOVERY (1996)
 JY1156
 JY1156'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1996 (WEH)
 JY1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957.  0.1 MILE (0.2 KM) EAST
 JY1156'FROM PLATTSBURG.  0.1 MILE (0.2 KM) EAST ALONG THE CLEVELAND,
 JY1156'CINCINNATI, CHICAGO AND ST.LOUIS RAILWAY FROM THE STATION AT
 JY1156'PLATTSBURG, CLARK COUNTY, 189 FEET (57.6 M) WEST OF MILEPOST CLE 172,
 JY1156'AT THE JUNCTION OF A DRIVE TO A CEMETARY, 50 FEET (15.2 M) EAST OF THE
 JY1156'CENTERLINE OF THE DRIVE, 38.5 FEET (11.7 M) SOUTH OF THE SOUTH RAIL
 JY1156'AND ABOUT 5 FEET (1.5 M) ABOVE THE LEVEL OF THE TRACK.  A STANDARD
 JY1156'DISK, STAMPED H 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JY1156
 JY1156                          STATION RECOVERY (1998)
 JY1156
 JY1156'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 1998 (JMK)
 JY1156'RECOVERED AS DESCRIBED.
 JY1156
 JY1156                          STATION RECOVERY (2000)
 JY1156
 JY1156'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 2000 (SHK)
 JY1156'RECOVERY NOTE BY ATLANTIC TECHNOLOGIES 1999 (SHK)
 JY1156'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1283 ***********************************************************************
 JY1283  DESIGNATION -  H 340
 JY1283  PID         -  JY1283
 JY1283  STATE/COUNTY-  OH/CLINTON
 JY1283  USGS QUAD   -  MARTINSVILLE (1960)
 JY1283
 JY1283                         *CURRENT SURVEY CONTROL
 JY1283  ___________________________________________________________________
 JY1283* NAD 83(1995)-  39 19 18.82901(N)    083 46 58.93978(W)     ADJUSTED  
 JY1283* NAVD 88     -       325.461  (meters)    1067.78   (feet)  ADJUSTED  
 JY1283  ___________________________________________________________________
 JY1283  X           -     535,077.414 (meters)                     COMP
 JY1283  Y           -  -4,911,927.963 (meters)                     COMP
 JY1283  Z           -   4,020,211.687 (meters)                     COMP
 JY1283  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 JY1283  ELLIP HEIGHT-         292.71  (meters)          (10/07/05) GPS OBS
 JY1283  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JY1283  DYNAMIC HT  -         325.271 (meters)    1067.16  (feet)  COMP
 JY1283  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 JY1283
 JY1283  HORZ ORDER  -  FIRST
 JY1283  VERT ORDER  -  FIRST     CLASS II
 JY1283  ELLP ORDER  -  FOURTH    CLASS I
 JY1283
 JY1283.The horizontal coordinates were established by GPS observations
 JY1283.and adjusted by the National Geodetic Survey in April 1998..
 JY1283
 JY1283.The orthometric height was determined by differential leveling
 JY1283.and adjusted by the National Geodetic Survey in June 1991..
 JY1283
 JY1283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1283
 JY1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1283
 JY1283.The ellipsoidal height was determined by GPS observations
 JY1283.and is referenced to NAD 83.
 JY1283
 JY1283.The geoid height was determined by GEOID03.
 JY1283
 JY1283.The dynamic height is computed by dividing the NAVD 88
 JY1283.geopotential number by the normal gravity value computed on the
 JY1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1283.degrees latitude (g = 980.6199 gals.).
 JY1283
 JY1283.The modeled gravity was interpolated from observed gravity values.
 JY1283
 JY1283;                    North         East     Units Scale Factor Converg.
 JY1283;SPC OH S     -   147,533.886   489,371.071   MT  0.99993650   -0 48 50.8
 JY1283;UTM  17      - 4,356,192.627   260,088.756   MT  1.00030874   -1 45 51.8
 JY1283
 JY1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1283!SPC OH S     -   0.99995408  x   0.99993650  =   0.99989058
 JY1283!UTM  17      -   0.99995408  x   1.00030874  =   1.00026280
 JY1283
 JY1283                          SUPERSEDED SURVEY CONTROL
 JY1283
 JY1283  ELLIP H (04/01/98)  292.63   (m)                       GP(       ) 4 1
 JY1283  NAD 83(1995)-  39 19 18.83408(N)    083 46 58.94552(W) AD(       ) 1
 JY1283  NAD 83(1986)-  39 19 18.83570(N)    083 46 58.94588(W) AD(       ) 1
 JY1283  NAVD 88 (01/19/94)  325.46   (m)         1067.8    (f) LEVELING    3  
 JY1283  NGVD 29 (06/03/91)  325.624  (m)         1068.32   (f) ADJUSTED    1 2
 JY1283
 JY1283.Superseded values are not recommended for survey control.
 JY1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1283.See file dsdata.txt to determine how the superseded data were derived.
 JY1283
 JY1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6008956193(NAD 83)
 JY1283_MARKER: DB = BENCH MARK DISK
 JY1283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY1283_SP_SET: HIGHWAY BRIDGE ABUTMENT
 JY1283_STAMPING: H 340 1984
 JY1283_MARK LOGO: NGS   
 JY1283_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1283+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2000
 JY1283
 JY1283  HISTORY     - Date     Condition        Report By
 JY1283  HISTORY     - 1984     MONUMENTED       NGS
 JY1283  HISTORY     - 19930728 GOOD             CSPC
 JY1283  HISTORY     - 20000418 GOOD             WOOLPT
 JY1283
 JY1283                          STATION DESCRIPTION
 JY1283
 JY1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JY1283'2.7 KM (1.7 MI) EAST FROM MARTINSVILLE.
 JY1283'2.7 KM (1.7 MI) EAST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 JY1283'JONESBORO ROAD IN MARTINSVILLE TO THE MARK ON THE LEFT, 0.3 KM (0.2
 JY1283'MI) WEST OF THE JUNCTION OF QUIGLEY ROAD, IN TOP OF THE NORTHWEST
 JY1283'ABUTMENT OF A HIGHWAY BRIDGE OVER A SMALL CREEK, 6.89 METERS (22.6 FT)
 JY1283'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 JY1283'THE MARK IS 0.30 M ABOVE HIGHWAY.
 JY1283
 JY1283                          STATION RECOVERY (1993)
 JY1283
 JY1283'RECOVERY NOTE BY COLUMBUS SOUTHERN POWER COMPANY 1993
 JY1283'RECOVERED IN GOOD CONDITION.
 JY1283
 JY1283                          STATION RECOVERY (2000)
 JY1283
 JY1283'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 JY1283'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2776 ***********************************************************************
 JZ2776  DESIGNATION -  H 341
 JZ2776  PID         -  JZ2776
 JZ2776  STATE/COUNTY-  OH/HAMILTON
 JZ2776  USGS QUAD   -  MADEIRA (1988)
 JZ2776
 JZ2776                         *CURRENT SURVEY CONTROL
 JZ2776  ___________________________________________________________________
 JZ2776* NAD 83(1986)-  39 10 17.     (N)    084 17 56.     (W)     SCALED    
 JZ2776* NAVD 88     -       161.648  (meters)     530.34   (feet)  ADJUSTED  
 JZ2776  ___________________________________________________________________
 JZ2776  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JZ2776  DYNAMIC HT  -         161.546 (meters)     530.01  (feet)  COMP
 JZ2776  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 JZ2776
 JZ2776  VERT ORDER  -  FIRST     CLASS II
 JZ2776
 JZ2776.The horizontal coordinates were scaled from a topographic map and have
 JZ2776.an estimated accuracy of +/- 6 seconds.
 JZ2776
 JZ2776.The orthometric height was determined by differential leveling
 JZ2776.and adjusted by the National Geodetic Survey in June 1991..
 JZ2776
 JZ2776.The geoid height was determined by GEOID03.
 JZ2776
 JZ2776.The dynamic height is computed by dividing the NAVD 88
 JZ2776.geopotential number by the normal gravity value computed on the
 JZ2776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ2776.degrees latitude (g = 980.6199 gals.).
 JZ2776
 JZ2776.The modeled gravity was interpolated from observed gravity values.
 JZ2776
 JZ2776;                    North         East    Units  Estimated Accuracy
 JZ2776;SPC OH S     -   131,590.      444,570.      MT  (+/- 180 meters Scaled)
 JZ2776
 JZ2776                          SUPERSEDED SURVEY CONTROL
 JZ2776
 JZ2776  NGVD 29 (06/03/91)  161.827  (m)          530.93   (f) ADJUSTED    1 2
 JZ2776
 JZ2776.Superseded values are not recommended for survey control.
 JZ2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2776.See file dsdata.txt to determine how the superseded data were derived.
 JZ2776
 JZ2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ333392(NAD 83)
 JZ2776_MARKER: DB = BENCH MARK DISK
 JZ2776_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JZ2776_SP_SET: BRIDGE ABUTMENT
 JZ2776_STAMPING: H 341 1984
 JZ2776_MARK LOGO: NGS   
 JZ2776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ2776
 JZ2776  HISTORY     - Date     Condition        Report By
 JZ2776  HISTORY     - 1984     MONUMENTED       NGS
 JZ2776  HISTORY     - 20060326 GOOD             GEOCAC
 JZ2776
 JZ2776                          STATION DESCRIPTION
 JZ2776
 JZ2776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JZ2776'IN MILFORD.
 JZ2776'IN MILFORD ALONG U.S. HIGHWAY 50 IN TOP OF THE SOUTHWEST ABUTMENT OF
 JZ2776'THE NEW HIGHWAY BRIDGE OVER LITTLE MIAMI RIVER.  1.70 METERS (5.6 FT)
 JZ2776'SOUTHEAST OF THE HIGHWAY CURB AND 3.10 METERS (10.2 FT)
 JZ2776'NORTH-NORTHEAST OF A TRAFFIC SIGNAL STEEL BRACE POLE.
 JZ2776'THE MARK IS 0.30 M ABOVE HIGHWAY.
 JZ2776
 JZ2776                          STATION RECOVERY (2006)
 JZ2776
 JZ2776'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JZ2776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1627 ***********************************************************************
 MC1627  DESIGNATION -  H 344
 MC1627  PID         -  MC1627
 MC1627  STATE/COUNTY-  OH/PUTNAM
 MC1627  USGS QUAD   -  LEIPSIC (1973)
 MC1627
 MC1627                         *CURRENT SURVEY CONTROL
 MC1627  ___________________________________________________________________
 MC1627* NAD 83(1986)-  41 06 14.     (N)    083 59 26.     (W)     SCALED    
 MC1627* NAVD 88     -       229.157  (meters)     751.83   (feet)  ADJUSTED  
 MC1627  ___________________________________________________________________
 MC1627  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC1627  DYNAMIC HT  -         229.048 (meters)     751.47  (feet)  COMP
 MC1627  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 MC1627
 MC1627  VERT ORDER  -  FIRST     CLASS II
 MC1627
 MC1627.The horizontal coordinates were scaled from a topographic map and have
 MC1627.an estimated accuracy of +/- 6 seconds.
 MC1627
 MC1627.The orthometric height was determined by differential leveling
 MC1627.and adjusted by the National Geodetic Survey in April 1995..
 MC1627
 MC1627.The geoid height was determined by GEOID03.
 MC1627
 MC1627.The dynamic height is computed by dividing the NAVD 88
 MC1627.geopotential number by the normal gravity value computed on the
 MC1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1627.degrees latitude (g = 980.6199 gals.).
 MC1627
 MC1627.The modeled gravity was interpolated from observed gravity values.
 MC1627
 MC1627;                    North         East    Units  Estimated Accuracy
 MC1627;SPC OH N     -   160,670.      474,800.      MT  (+/- 180 meters Scaled)
 MC1627
 MC1627                          SUPERSEDED SURVEY CONTROL
 MC1627
 MC1627  NGVD 29 (01/19/93)  229.338  (m)          752.42   (f) ADJUSTED    1 2
 MC1627
 MC1627.Superseded values are not recommended for survey control.
 MC1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1627.See file dsdata.txt to determine how the superseded data were derived.
 MC1627
 MC1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF488546(NAD 83)
 MC1627_MARKER: I = METAL ROD
 MC1627_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1627_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1627_STAMPING: H 344 1992
 MC1627_MARK LOGO: NGS   
 MC1627_PROJECTION: FLUSH
 MC1627_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC1627+STABILITY: POSITION/ELEVATION WELL
 MC1627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1627+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC1627_ROD/PIPE-DEPTH: 12.5 meters
 MC1627_SLEEVE-DEPTH  : 6.1 meters
 MC1627
 MC1627  HISTORY     - Date     Condition        Report By
 MC1627  HISTORY     - 1992     MONUMENTED       NGS
 MC1627  HISTORY     - 19921022 GOOD             NGS
 MC1627
 MC1627                          STATION DESCRIPTION
 MC1627
 MC1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MC1627'IN LEIPSIC, AT THE INTERSECTION OF BROADWAY AND 8TH STREET, 14.6 M
 MC1627'(47.9 FT) NORTHWEST OF A FIRE HYDRANT, 4.4 M (14.4 FT) WEST OF AND
 MC1627'LEVEL WITH THE EXTENDED CENTER OF THE STREET, 4.1 M (13.5 FT) SOUTH
 MC1627'OF A WITNESS POST, AND 1.2 M (3.9 FT) NORTH OF THE EXTENDED CENTER OF
 MC1627'BROADWAY AND UTILITY POLE NUMBER 445B2 53.  NOTE--ACCESS TO THE DATUM
 MC1627'POINT IS THROUGH A 5-INCH LOGO CAP.
 MC1627
 MC1627                          STATION RECOVERY (1992)
 MC1627
 MC1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC1627'IN LEIPSIC, AT THE INTERSECTION OF BROADWAY AND 8TH STREET, 14.6 M
 MC1627'(47.9 FT) NORTHWEST OF A FIRE HYDRANT, 4.4 M (14.4 FT) WEST OF AND
 MC1627'LEVEL WITH THE EXTENDED CENTER OF THE STREET, 4.1 M (13.5 FT) SOUTH
 MC1627'OF A WITNESS POST, AND 1.2 M (3.9 FT) NORTH OF THE EXTENDED CENTER OF
 MC1627'BROADWAY AND UTILITY POLE NUMBER 445B2 53.  NOTE--ACCESS TO THE DATUM
 MC1627'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3653 ***********************************************************************
 JZ3653  DESIGNATION -  H 345
 JZ3653  PID         -  JZ3653
 JZ3653  STATE/COUNTY-  OH/MONTGOMERY
 JZ3653  USGS QUAD   -  DAYTON SOUTH (1991)
 JZ3653
 JZ3653                         *CURRENT SURVEY CONTROL
 JZ3653  ___________________________________________________________________
 JZ3653* NAD 83(1986)-  39 40 15.     (N)    084 14 01.     (W)     SCALED    
 JZ3653* NAVD 88     -       218.907  (meters)     718.20   (feet)  ADJUSTED  
 JZ3653  ___________________________________________________________________
 JZ3653  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JZ3653  DYNAMIC HT  -         218.784 (meters)     717.79  (feet)  COMP
 JZ3653  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 JZ3653
 JZ3653  VERT ORDER  -  FIRST     CLASS II
 JZ3653
 JZ3653.The horizontal coordinates were scaled from a topographic map and have
 JZ3653.an estimated accuracy of +/- 6 seconds.
 JZ3653
 JZ3653.The orthometric height was determined by differential leveling
 JZ3653.and adjusted by the National Geodetic Survey in January 1994..
 JZ3653
 JZ3653.The geoid height was determined by GEOID03.
 JZ3653
 JZ3653.The dynamic height is computed by dividing the NAVD 88
 JZ3653.geopotential number by the normal gravity value computed on the
 JZ3653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3653.degrees latitude (g = 980.6199 gals.).
 JZ3653
 JZ3653.The modeled gravity was interpolated from observed gravity values.
 JZ3653
 JZ3653;                    North         East    Units  Estimated Accuracy
 JZ3653;SPC OH S     -   186,910.      451,270.      MT  (+/- 180 meters Scaled)
 JZ3653
 JZ3653                          SUPERSEDED SURVEY CONTROL
 JZ3653
 JZ3653.No superseded survey control is available for this station.
 JZ3653
 JZ3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ372948(NAD 83)
 JZ3653_MARKER: I = METAL ROD
 JZ3653_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3653_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3653_STAMPING: H 345 1993
 JZ3653_MARK LOGO: NGS   
 JZ3653_PROJECTION: FLUSH
 JZ3653_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3653+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ3653_ROD/PIPE-DEPTH: 4.8  meters
 JZ3653_SLEEVE-DEPTH  : 0.9 meters
 JZ3653
 JZ3653  HISTORY     - Date     Condition        Report By
 JZ3653  HISTORY     - 1993     MONUMENTED       NGS
 JZ3653  HISTORY     - 20041015 GOOD             INDIV
 JZ3653
 JZ3653                          STATION DESCRIPTION
 JZ3653
 JZ3653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3653'3.5 KM (2.15 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 JZ3653'JUNCTION OF STATE HIGHWAY 725 IN MIAMISBURG (EXIT 44), 330.0 M
 JZ3653'(1082.7 FT) SOUTH OF THE INTERSECTION OF ALEXANDERSVILLE ROAD, 33.1 M
 JZ3653'(108.6 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 JZ3653'HIGHWAY, 23.7 M (77.8 FT) NORTH OF THE NORTHWEST CORNER OF A DUGOUT,
 JZ3653'12.0 M (39.4 FT) WEST OF THE NORTH END OF A BACKSTOP, 3.2 M (10.5 FT)
 JZ3653'BELOW THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) WEST-NORTHWEST OF
 JZ3653'A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 JZ3653'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 JZ3653'FOR A CLASS A MARK.
 JZ3653
 JZ3653                          STATION RECOVERY (2004)
 JZ3653
 JZ3653'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3671 ***********************************************************************
 JZ3671  DESIGNATION -  H 346
 JZ3671  PID         -  JZ3671
 JZ3671  STATE/COUNTY-  OH/MONTGOMERY
 JZ3671  USGS QUAD   -  DAYTON NORTH (1996)
 JZ3671
 JZ3671                         *CURRENT SURVEY CONTROL
 JZ3671  ___________________________________________________________________
 JZ3671* NAD 83(1986)-  39 51 06.     (N)    084 11 38.     (W)     SCALED    
 JZ3671* NAVD 88     -       287.586  (meters)     943.52   (feet)  ADJUSTED  
 JZ3671  ___________________________________________________________________
 JZ3671  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JZ3671  DYNAMIC HT  -         287.432 (meters)     943.02  (feet)  COMP
 JZ3671  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 JZ3671
 JZ3671  VERT ORDER  -  FIRST     CLASS II
 JZ3671
 JZ3671.The horizontal coordinates were scaled from a topographic map and have
 JZ3671.an estimated accuracy of +/- 6 seconds.
 JZ3671
 JZ3671.The orthometric height was determined by differential leveling
 JZ3671.and adjusted by the National Geodetic Survey in January 1994..
 JZ3671
 JZ3671.The geoid height was determined by GEOID03.
 JZ3671
 JZ3671.The dynamic height is computed by dividing the NAVD 88
 JZ3671.geopotential number by the normal gravity value computed on the
 JZ3671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3671.degrees latitude (g = 980.6199 gals.).
 JZ3671
 JZ3671.The modeled gravity was interpolated from observed gravity values.
 JZ3671
 JZ3671;                    North         East    Units  Estimated Accuracy
 JZ3671;SPC OH S     -   206,920.      455,050.      MT  (+/- 180 meters Scaled)
 JZ3671
 JZ3671                          SUPERSEDED SURVEY CONTROL
 JZ3671
 JZ3671.No superseded survey control is available for this station.
 JZ3671
 JZ3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK400150(NAD 83)
 JZ3671_MARKER: I = METAL ROD
 JZ3671_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JZ3671_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JZ3671_STAMPING: H 346 1993
 JZ3671_MARK LOGO: NGS   
 JZ3671_PROJECTION: FLUSH
 JZ3671_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3671+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ3671_ROD/PIPE-DEPTH: 6.1  meters
 JZ3671_SLEEVE-DEPTH  : 0.9 meters
 JZ3671
 JZ3671  HISTORY     - Date     Condition        Report By
 JZ3671  HISTORY     - 1993     MONUMENTED       NGS
 JZ3671  HISTORY     - 20041015 GOOD             INDIV
 JZ3671
 JZ3671                          STATION DESCRIPTION
 JZ3671
 JZ3671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3671'IN DAYTON, AT 7255 POE AVENUE, 52.3 M (171.6 FT) WEST OF THE WEST
 JZ3671'CORNER OF THE DIGITAL BUILDING AT 7200 POE AVENUE, 52.3 M (171.6 FT)
 JZ3671'SOUTH OF THE SOUTH CORNER OF THE STEREO ON WHEELS ELECTRONICS AT 7255
 JZ3671'POE AVENUE, 10.1 M (33.1 FT) NORTHWEST OF THE AVENUE CENTERLINE, 4.1
 JZ3671'M (13.5 FT) EAST-NORTHEAST OF A UTILITY POLE WITH 4 GUY CABLES, AND
 JZ3671'0.6 M (2.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 JZ3671'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 JZ3671'THE SPECIFICATIONS FOR A CLASS A MARK.
 JZ3671
 JZ3671                          STATION RECOVERY (2004)
 JZ3671
 JZ3671'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ3671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3620 ***********************************************************************
 JZ3620  DESIGNATION -  H 347
 JZ3620  PID         -  JZ3620
 JZ3620  STATE/COUNTY-  OH/BUTLER
 JZ3620  USGS QUAD   -  GLENDALE (1987)
 JZ3620
 JZ3620                         *CURRENT SURVEY CONTROL
 JZ3620  ___________________________________________________________________
 JZ3620* NAD 83(1986)-  39 20 15.     (N)    084 24 18.     (W)     SCALED    
 JZ3620* NAVD 88     -       229.143  (meters)     751.78   (feet)  ADJUSTED  
 JZ3620  ___________________________________________________________________
 JZ3620  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JZ3620  DYNAMIC HT  -         229.005 (meters)     751.33  (feet)  COMP
 JZ3620  MODELED GRAV-     980,019.9   (mgal)                       NAVD 88
 JZ3620
 JZ3620  VERT ORDER  -  FIRST     CLASS II
 JZ3620
 JZ3620.The horizontal coordinates were scaled from a topographic map and have
 JZ3620.an estimated accuracy of +/- 6 seconds.
 JZ3620
 JZ3620.The orthometric height was determined by differential leveling
 JZ3620.and adjusted by the National Geodetic Survey in January 1994..
 JZ3620
 JZ3620.The geoid height was determined by GEOID03.
 JZ3620
 JZ3620.The dynamic height is computed by dividing the NAVD 88
 JZ3620.geopotential number by the normal gravity value computed on the
 JZ3620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ3620.degrees latitude (g = 980.6199 gals.).
 JZ3620
 JZ3620.The modeled gravity was interpolated from observed gravity values.
 JZ3620
 JZ3620;                    North         East    Units  Estimated Accuracy
 JZ3620;SPC OH S     -   150,210.      435,790.      MT  (+/- 180 meters Scaled)
 JZ3620
 JZ3620                          SUPERSEDED SURVEY CONTROL
 JZ3620
 JZ3620.No superseded survey control is available for this station.
 JZ3620
 JZ3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ236574(NAD 83)
 JZ3620_MARKER: I = METAL ROD
 JZ3620_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JZ3620+WITH SETTING: INFORMATION.
 JZ3620_SP_SET: METAL ROD DRIVEN INTO GROUND
 JZ3620_STAMPING: H 347 1993
 JZ3620_MARK LOGO: NGS   
 JZ3620_MAGNETIC: I = MARKER IS A STEEL ROD
 JZ3620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ3620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ3620+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JZ3620
 JZ3620  HISTORY     - Date     Condition        Report By
 JZ3620  HISTORY     - 1993     MONUMENTED       NGS
 JZ3620
 JZ3620                          STATION DESCRIPTION
 JZ3620
 JZ3620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 JZ3620'6.3 KM (3.90 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 JZ3620'JUNCTION OF INTERSTATE HIGHWAY 275 IN SHARONVILLE (EXIT 16), 0.8 KM
 JZ3620'(0.50 MI) SOUTHWEST OF THE INTERSECTION OF CIN-DAY ROAD (EXIT 21),
 JZ3620'32.3 M (106.0 FT) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF
 JZ3620'THE HIGHWAY, 1.6 M (5.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.9 M
 JZ3620'(3.0 FT) NORTHWEST OF A WITNESS POST AND CHAIN-LINK FENCE.
 JZ3620'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 JZ3620'ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT 2.8 METERS AND FLUSH WITH
 JZ3620'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2545 ***********************************************************************
 LA2545  FBN         -  This is a Federal Base Network Control Station.
 LA2545  DESIGNATION -  H 348
 LA2545  PID         -  LA2545
 LA2545  STATE/COUNTY-  OH/ALLEN
 LA2545  USGS QUAD   -  CAIRO (1983)
 LA2545
 LA2545                         *CURRENT SURVEY CONTROL
 LA2545  ___________________________________________________________________
 LA2545* NAD 83(1995)-  40 46 24.69935(N)    084 05 34.42573(W)     ADJUSTED  
 LA2545* NAVD 88     -       265.054  (meters)     869.60   (feet)  ADJUSTED  
 LA2545  ___________________________________________________________________
 LA2545  EPOCH DATE  -        1995.00
 LA2545  X           -     497,827.502 (meters)                     COMP
 LA2545  Y           -  -4,811,542.533 (meters)                     COMP
 LA2545  Z           -   4,143,560.029 (meters)                     COMP
 LA2545  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 LA2545  ELLIP HEIGHT-         230.37  (meters)          (09/23/04) GPS OBS
 LA2545  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 LA2545  DYNAMIC HT  -         264.925 (meters)     869.17  (feet)  COMP
 LA2545  MODELED GRAV-     980,130.2   (mgal)                       NAVD 88
 LA2545
 LA2545  HORZ ORDER  -  A
 LA2545  VERT ORDER  -  FIRST     CLASS II
 LA2545  ELLP ORDER  -  FOURTH    CLASS I
 LA2545
 LA2545.The horizontal coordinates were established by GPS observations
 LA2545.and adjusted by the National Geodetic Survey in December 1995..
 LA2545.The horizontal coordinates are valid at the epoch date displayed above.
 LA2545.The epoch date for horizontal control is a decimal equivalence
 LA2545.of Year/Month/Day.
 LA2545
 LA2545.The orthometric height was determined by differential leveling
 LA2545.and adjusted by the National Geodetic Survey in January 1994..
 LA2545
 LA2545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2545
 LA2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2545
 LA2545.The ellipsoidal height was determined by GPS observations
 LA2545.and is referenced to NAD 83.
 LA2545
 LA2545.The geoid height was determined by GEOID03.
 LA2545
 LA2545.The dynamic height is computed by dividing the NAVD 88
 LA2545.geopotential number by the normal gravity value computed on the
 LA2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2545.degrees latitude (g = 980.6199 gals.).
 LA2545
 LA2545.The modeled gravity was interpolated from observed gravity values.
 LA2545
 LA2545;                    North         East     Units Scale Factor Converg.
 LA2545;SPC OH N     -   124,140.277   465,537.618   MT  0.99995225   -1 02 47.2
 LA2545;UTM  16      - 4,517,683.676   745,342.511   MT  1.00034095   +1 53 58.2
 LA2545
 LA2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2545!SPC OH N     -   0.99996386  x   0.99995225  =   0.99991612
 LA2545!UTM  16      -   0.99996386  x   1.00034095  =   1.00030480
 LA2545
 LA2545                          SUPERSEDED SURVEY CONTROL
 LA2545
 LA2545  ELLIP H (12/01/95)  230.38   (m)                       GP(1995.00) 2 2
 LA2545  NAVD 88 (12/01/95)  265.05   (m)          869.6    (f) LEVELING    3  
 LA2545
 LA2545.Superseded values are not recommended for survey control.
 LA2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2545.See file dsdata.txt to determine how the superseded data were derived.
 LA2545
 LA2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4534317684(NAD 83)
 LA2545_MARKER: I = METAL ROD
 LA2545_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2545_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2545_STAMPING: H 348 1993
 LA2545_MARK LOGO: NGS   
 LA2545_PROJECTION: FLUSH
 LA2545_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LA2545+STABILITY: POSITION/ELEVATION WELL
 LA2545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2545+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 LA2545_ROD/PIPE-DEPTH: 14.6 meters
 LA2545_SLEEVE-DEPTH  : 3.1 meters
 LA2545
 LA2545  HISTORY     - Date     Condition        Report By
 LA2545  HISTORY     - 1993     MONUMENTED       NGS
 LA2545  HISTORY     - 19950811 GOOD             NGS
 LA2545  HISTORY     - 19951023 GOOD             NGS
 LA2545  HISTORY     - 19951114 GOOD             NGS
 LA2545  HISTORY     - 19970821 GOOD             NGS
 LA2545  HISTORY     - 20030710 GOOD             OHDT
 LA2545  HISTORY     - 20031022 GOOD             COMPA
 LA2545
 LA2545                          STATION DESCRIPTION
 LA2545
 LA2545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2545'IN LIMA, AT 1885 NORTH MCCULLOUGH ROAD, 48.0 M (157.5 FT) SOUTH OF
 LA2545'THE CENTERLINE OF BIBLE ROAD, 46.8 M (153.5 FT) SOUTHEAST OF THE
 LA2545'NORTHEAST CORNER OF THE DEPARTMENT OF TRANSPORTATION OFFICE AT 1885
 LA2545'NORTH MCCULLOUGH ROAD, 12.9 M (42.3 FT) EAST OF THE ROAD CENTERLINE,
 LA2545'8.2 M (26.9 FT) SOUTH OF THE MOST NORTHERLY DRIVEWAY LEADING TO A
 LA2545'PARKING LOT, 4.8 M (15.7 FT) NORTH OF THE NORTH EDGE OF THE PARKING
 LA2545'LOT, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO
 LA2545'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LA2545
 LA2545                          STATION RECOVERY (1995)
 LA2545
 LA2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DAC)
 LA2545'THE STATION IS LOCATED IN LIMA, AT THE OHIO DEPARTMENT OF
 LA2545'TRANSPORTATION DISTRICT ONE OFFICE, IN THE LAWN NEAR A PARKING LOT.
 LA2545'OWNERSHIP--OHIO DEPARTMENT OF TRANSPORTATION, DISTRICT ONE, 1885 N.
 LA2545'MCCULLOUGH STREET, BOX 40, LIMA OH 45802-0040, JEFFREY L. WAGGAMON,
 LA2545'P.S., DISTRICT SURVEY OPERATIONS MANAGER, PHONE 419-222-9055,
 LA2545'EXTENSION 267.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 LA2545'HIGHWAY 75 (EXIT 127) AND STATE ROUTE 81 NORTHEAST OF LIMA, GO WEST
 LA2545'FOR 0.85 MI (1.37 KM) ON ROUTE 81, TURN RIGHT AND GO NORTH FOR 1.4 MI
 LA2545'(2.3 KM) ON SUGAR STREET, TURN LEFT AND GO WEST FOR 0.15 MI (0.24 KM)
 LA2545'ON BIBLE STREET TO THE JUNCTION WITH MCCULLOUGH STREET ON THE LEFT AND
 LA2545'THE TRANSPORTATION OFFICE BUILDING.  LOCATED 157.5 FT (48.0 M) SOUTH
 LA2545'OF THE CENTER OF BIBLE STREET, 153.5 FT (46.8 M) SOUTHEAST OF THE
 LA2545'NORTHEAST CORNER OF THE OFFICE BUILDING, 42.3 FT (12.9 M) EAST OF THE
 LA2545'CENTERLINE OF N. MCCULLOUGH STREET, 26.9 FT (8.2 M) SOUTH OF THE MOST
 LA2545'NORTHERLY DRIVEWAY LEADING TO THE PARKING LOT, 15.7 FT (4.8 M) NORTH
 LA2545'OF THE NORTH EDGE OF THE PARKING LOT AND 0.3 FT (9.1 CM) ABOVE THE
 LA2545'LEVEL OF THE STREET.
 LA2545
 LA2545                          STATION RECOVERY (1995)
 LA2545
 LA2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 LA2545'LOCATED IN LIMA AT THE ODOT DISTRICT ONE OFFICE, AT 1885 NORTH
 LA2545'MCCULLOUGH STREET, IN THE LAWN NEAR A PARKING LOT.  TO REACH FROM THE
 LA2545'JUNCTION OF INTERSTATE 75 (EXIT 127) AND STATE ROUTE 81 NORTHEAST OF
 LA2545'LIMA, GO WEST 1.37 KM (0.85 MI) ON ROUTE 81, TURN RIGHT AND GO NORTH
 LA2545'2.3 KM (1.40 MI) ON SUGAR STREET, TURN LEFT AND GO WEST 0.24 KM (0.15
 LA2545'MI) ON BIBLE STREET TO THE JUNCTION WITH MCCULLOUGH STREET ON THE LEFT
 LA2545'AND THE ODOT OFFICE.  THE STATION IS LOCATED, 48.0 M (157.5 FT) SOUTH
 LA2545'OF THE CENTER OF BIBLE ROAD, 46.8 M (153.5 FT) SOUTHEAST OF THE
 LA2545'NORTHEAST CORNER OF THE ODOT BUILDING, 12.9 M (42.3 FT) EAST OF THE
 LA2545'CENTERLINE OF NORTH MCCULLOUGH STREET, 8.2 M (26.9 FT) SOUTH OF THE
 LA2545'MOST NORTHERLY DRIVEWAY LEADING TO THE PARKING LOT, 4.8 M (15.7 FT)
 LA2545'NORTH OF THE NORTH EDGE OF THE PARKING LOT, AND 9.1 CM ABOVE THE LEVEL
 LA2545'OF THE STREET.  OWNERSHIP--STATE OF OHIO, DEPARTMENT OF
 LA2545'TRANSPORTATION, DISTRICT 1 DEPUTY DIRECTOR, 1885 MCCULLOUGH STREET,
 LA2545'LIMA, OHIO 45801.  THE MARK IS ACCESSIBLE AT ALL TIMES.
 LA2545
 LA2545                          STATION RECOVERY (1995)
 LA2545
 LA2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 LA2545'RECOVERED AS DESCRIBED.
 LA2545
 LA2545                          STATION RECOVERY (1997)
 LA2545
 LA2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LA2545'RECOVERED AS DESCRIBED.
 LA2545
 LA2545                          STATION RECOVERY (2003)
 LA2545
 LA2545'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 LA2545'RECOVERED AS DESCRIBED.
 LA2545
 LA2545                          STATION RECOVERY (2003)
 LA2545
 LA2545'RECOVERY NOTE BY COMPASSCOM INC 2003 (JA)
 LA2545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2503 ***********************************************************************
 LA2503  DESIGNATION -  H 349
 LA2503  PID         -  LA2503
 LA2503  STATE/COUNTY-  OH/SHELBY
 LA2503  USGS QUAD   -  PIQUA EAST (1984)
 LA2503
 LA2503                         *CURRENT SURVEY CONTROL
 LA2503  ___________________________________________________________________
 LA2503* NAD 83(1986)-  40 14 57.     (N)    084 09 34.     (W)     SCALED    
 LA2503* NAVD 88     -       315.238  (meters)    1034.24   (feet)  ADJUSTED  
 LA2503  ___________________________________________________________________
 LA2503  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LA2503  DYNAMIC HT  -         315.079 (meters)    1033.72  (feet)  COMP
 LA2503  MODELED GRAV-     980,111.8   (mgal)                       NAVD 88
 LA2503
 LA2503  VERT ORDER  -  FIRST     CLASS II
 LA2503
 LA2503.The horizontal coordinates were scaled from a topographic map and have
 LA2503.an estimated accuracy of +/- 6 seconds.
 LA2503
 LA2503.The orthometric height was determined by differential leveling
 LA2503.and adjusted by the National Geodetic Survey in January 1994..
 LA2503
 LA2503.The geoid height was determined by GEOID03.
 LA2503
 LA2503.The dynamic height is computed by dividing the NAVD 88
 LA2503.geopotential number by the normal gravity value computed on the
 LA2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2503.degrees latitude (g = 980.6199 gals.).
 LA2503
 LA2503.The modeled gravity was interpolated from observed gravity values.
 LA2503
 LA2503;                    North         East    Units  Estimated Accuracy
 LA2503;SPC OH N     -    66,030.      458,810.      MT  (+/- 180 meters Scaled)
 LA2503
 LA2503                          SUPERSEDED SURVEY CONTROL
 LA2503
 LA2503.No superseded survey control is available for this station.
 LA2503
 LA2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK416592(NAD 83)
 LA2503_MARKER: I = METAL ROD
 LA2503_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2503_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2503_STAMPING: H 349 1993
 LA2503_MARK LOGO: NGS   
 LA2503_PROJECTION: FLUSH
 LA2503_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2503+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2503_ROD/PIPE-DEPTH: 2.4  meters
 LA2503_SLEEVE-DEPTH  : 0.9 meters
 LA2503
 LA2503  HISTORY     - Date     Condition        Report By
 LA2503  HISTORY     - 1993     MONUMENTED       NGS
 LA2503
 LA2503                          STATION DESCRIPTION
 LA2503
 LA2503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2503'4.0 KM (2.50 MI) SOUTHERLY ALONG OHIO AVENUE AND PIQUA-SIDNEY ROAD
 LA2503'(COUNTY ROAD 25A) FROM THE COURTHOUSE IN SIDNEY, 111.0 M (364.2 FT)
 LA2503'SOUTH OF THE CENTER OF A DRIVEWAY, 87.0 M (285.4 FT) NORTH OF THE
 LA2503'CENTER OF A HIGH LINE CROSSING, 8.6 M (28.2 FT) WEST OF THE ROAD
 LA2503'CENTERLINE, 1.1 M (3.6 FT) SOUTH OF A WITNESS POST AND UTILITY POLE
 LA2503'NUMBER 169287, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 LA2503'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 LA2503'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 LA2503'THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1112 ***********************************************************************
 JY1112  DESIGNATION -  H 35
 JY1112  PID         -  JY1112
 JY1112  STATE/COUNTY-  OH/GREENE
 JY1112  USGS QUAD   -  YELLOW SPRINGS (1992)
 JY1112
 JY1112                         *CURRENT SURVEY CONTROL
 JY1112  ___________________________________________________________________
 JY1112* NAD 83(1986)-  39 45 54.     (N)    083 54 53.     (W)     SCALED    
 JY1112* NAVD 88     -       263.211  (meters)     863.55   (feet)  ADJUSTED  
 JY1112  ___________________________________________________________________
 JY1112  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JY1112  DYNAMIC HT  -         263.064 (meters)     863.07  (feet)  COMP
 JY1112  MODELED GRAV-     980,061.0   (mgal)                       NAVD 88
 JY1112
 JY1112  VERT ORDER  -  SECOND    CLASS 0
 JY1112
 JY1112.The horizontal coordinates were scaled from a topographic map and have
 JY1112.an estimated accuracy of +/- 6 seconds.
 JY1112
 JY1112.The orthometric height was determined by differential leveling
 JY1112.and adjusted by the National Geodetic Survey in June 1991..
 JY1112
 JY1112.The geoid height was determined by GEOID03.
 JY1112
 JY1112.The dynamic height is computed by dividing the NAVD 88
 JY1112.geopotential number by the normal gravity value computed on the
 JY1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1112.degrees latitude (g = 980.6199 gals.).
 JY1112
 JY1112.The modeled gravity was interpolated from observed gravity values.
 JY1112
 JY1112;                    North         East    Units  Estimated Accuracy
 JY1112;SPC OH S     -   196,890.      478,790.      MT  (+/- 180 meters Scaled)
 JY1112
 JY1112                          SUPERSEDED SURVEY CONTROL
 JY1112
 JY1112  NGVD 29 (??/??/92)  263.396  (m)          864.16   (f) ADJ UNCH    2 0
 JY1112
 JY1112.Superseded values are not recommended for survey control.
 JY1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1112.See file dsdata.txt to determine how the superseded data were derived.
 JY1112
 JY1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKE503057(NAD 83)
 JY1112_MARKER: DB = BENCH MARK DISK
 JY1112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY1112_SP_SET: BRIDGE
 JY1112_STAMPING: H 35 1934
 JY1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY1112+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2005
 JY1112
 JY1112  HISTORY     - Date     Condition        Report By
 JY1112  HISTORY     - 1934     MONUMENTED       CGS
 JY1112  HISTORY     - 20011231 GOOD             INDIV
 JY1112  HISTORY     - 20050107 GOOD             INDIV
 JY1112
 JY1112                          STATION DESCRIPTION
 JY1112
 JY1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY1112'6.3 MI N FROM XENIA.
 JY1112'6.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JY1112'AT XENIA, GREENE COUNTY, AT BRIDGE 5.24, IN THE TOP OF THE SOUTHWEST
 JY1112'CORNER OF THE CONCRETE HEADWALL, 6.2 FEET WEST OF THE WEST RAIL,
 JY1112'AND 1.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JY1112'H 35 1934.
 JY1112
 JY1112                          STATION RECOVERY (2001)
 JY1112
 JY1112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RAA)
 JY1112'THE BRIDGE NOW CARRIES A BIKE TRAIL.  DURING CONSTRUCTION, THE MARK
 JY1112'WAS PRESERVED IN ITS ORIGINAL LOCATION IN THE SW HEADWALL.  MARKINGS
 JY1112'ARE WELL PRESERVED.
 JY1112
 JY1112                          STATION RECOVERY (2005)
 JY1112
 JY1112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GJL)
 JY1112'THE CLOSEST INTERSECTION TO THE MONUMENT IS RT. 68N AND SNIVELY RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2514 ***********************************************************************
 LA2514  DESIGNATION -  H 350
 LA2514  PID         -  LA2514
 LA2514  STATE/COUNTY-  OH/SHELBY
 LA2514  USGS QUAD   -  BOTKINS (1984)
 LA2514
 LA2514                         *CURRENT SURVEY CONTROL
 LA2514  ___________________________________________________________________
 LA2514* NAD 83(1986)-  40 24 00.     (N)    084 09 43.     (W)     SCALED    
 LA2514* NAVD 88     -       318.493  (meters)    1044.92   (feet)  ADJUSTED  
 LA2514  ___________________________________________________________________
 LA2514  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LA2514  DYNAMIC HT  -         318.337 (meters)    1044.41  (feet)  COMP
 LA2514  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 LA2514
 LA2514  VERT ORDER  -  FIRST     CLASS II
 LA2514
 LA2514.The horizontal coordinates were scaled from a topographic map and have
 LA2514.an estimated accuracy of +/- 6 seconds.
 LA2514
 LA2514.The orthometric height was determined by differential leveling
 LA2514.and adjusted by the National Geodetic Survey in January 1994..
 LA2514
 LA2514.The geoid height was determined by GEOID03.
 LA2514
 LA2514.The dynamic height is computed by dividing the NAVD 88
 LA2514.geopotential number by the normal gravity value computed on the
 LA2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA2514.degrees latitude (g = 980.6199 gals.).
 LA2514
 LA2514.The modeled gravity was interpolated from observed gravity values.
 LA2514
 LA2514;                    North         East    Units  Estimated Accuracy
 LA2514;SPC OH N     -    82,780.      458,920.      MT  (+/- 180 meters Scaled)
 LA2514
 LA2514                          SUPERSEDED SURVEY CONTROL
 LA2514
 LA2514.No superseded survey control is available for this station.
 LA2514
 LA2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK408760(NAD 83)
 LA2514_MARKER: I = METAL ROD
 LA2514_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LA2514_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LA2514_STAMPING: H 350 1993
 LA2514_MARK LOGO: NGS   
 LA2514_PROJECTION: FLUSH
 LA2514_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2514+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2514_ROD/PIPE-DEPTH: 8.3  meters
 LA2514_SLEEVE-DEPTH  : 0.9 meters
 LA2514
 LA2514  HISTORY     - Date     Condition        Report By
 LA2514  HISTORY     - 1993     MONUMENTED       NGS
 LA2514
 LA2514                          STATION DESCRIPTION
 LA2514
 LA2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LA2514'10.1 KM (6.25 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 LA2514'JUNCTION OF STATE HIGHWAY 29 IN SIDNEY (EXIT 93), 540.0 M (1771.6 FT)
 LA2514'NORTH OF THE CENTER OF STATE HIGHWAY 119 (EXIT 99), 24.3 M (79.7 FT)
 LA2514'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.6 M
 LA2514'(2.0 FT) WEST OF A WITNESS POST AND A BRACED FENCE POST, AND 0.6 M
 LA2514'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 LA2514'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 LA2514'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1670 ***********************************************************************
 MC1670  DESIGNATION -  H 351
 MC1670  PID         -  MC1670
 MC1670  STATE/COUNTY-  OH/WOOD
 MC1670  USGS QUAD   -  BOWLING GREEN SOUTH (1994)
 MC1670
 MC1670                         *CURRENT SURVEY CONTROL
 MC1670  ___________________________________________________________________
 MC1670* NAD 83(1986)-  41 16 57.     (N)    083 39 00.     (W)     SCALED    
 MC1670* NAVD 88     -       207.794  (meters)     681.74   (feet)  ADJUSTED  
 MC1670  ___________________________________________________________________
 MC1670  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 MC1670  DYNAMIC HT  -         207.704 (meters)     681.44  (feet)  COMP
 MC1670  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 MC1670
 MC1670  VERT ORDER  -  FIRST     CLASS II
 MC1670
 MC1670.The horizontal coordinates were scaled from a topographic map and have
 MC1670.an estimated accuracy of +/- 6 seconds.
 MC1670
 MC1670.The orthometric height was determined by differential leveling
 MC1670.and adjusted by the National Geodetic Survey in January 1994..
 MC1670
 MC1670.The geoid height was determined by GEOID03.
 MC1670
 MC1670.The dynamic height is computed by dividing the NAVD 88
 MC1670.geopotential number by the normal gravity value computed on the
 MC1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1670.degrees latitude (g = 980.6199 gals.).
 MC1670
 MC1670.The modeled gravity was interpolated from observed gravity values.
 MC1670
 MC1670;                    North         East    Units  Estimated Accuracy
 MC1670;SPC OH N     -   180,070.      503,670.      MT  (+/- 180 meters Scaled)
 MC1670
 MC1670                          SUPERSEDED SURVEY CONTROL
 MC1670
 MC1670.No superseded survey control is available for this station.
 MC1670
 MC1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF780735(NAD 83)
 MC1670_MARKER: I = METAL ROD
 MC1670_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1670_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1670_STAMPING: H 351 1993
 MC1670_MARK LOGO: NGS   
 MC1670_PROJECTION: FLUSH
 MC1670_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC1670+STABILITY: POSITION/ELEVATION WELL
 MC1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1670+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1670_ROD/PIPE-DEPTH: 2.4  meters
 MC1670_SLEEVE-DEPTH  : 1.8 meters
 MC1670
 MC1670  HISTORY     - Date     Condition        Report By
 MC1670  HISTORY     - 1993     MONUMENTED       NGS
 MC1670
 MC1670                          STATION DESCRIPTION
 MC1670
 MC1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1670'9.9 KM (6.15 MI) SOUTHERLY ALONG STATE HIGHWAY 25 FROM THE POST
 MC1670'OFFICE IN BOWLING GREEN, 55.0 M (180.4 FT) SOUTH OF THE CENTERLINE OF
 MC1670'STATE HIGHWAY 281, 12.5 M (41.0 FT) EAST OF THE CENTERLINE OF THE
 MC1670'NORTHBOUND LANES OF STATE HIGHWAY 25, 1.0 M (3.3 FT) WEST OF A
 MC1670'WITNESS POST AND FENCE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 MC1670'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MC1670'CAP.  THE ROD IS SET IN CONCRETE POURED INTO A HOLE DRILLED 2-FEET
 MC1670'INTO ROCK AND THE SLEEVE IS SETTING ON TOP OF THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1688 ***********************************************************************
 MC1688  DESIGNATION -  H 352
 MC1688  PID         -  MC1688
 MC1688  STATE/COUNTY-  OH/WOOD
 MC1688  USGS QUAD   -  BOWLING GREEN NORTH (1994)
 MC1688
 MC1688                         *CURRENT SURVEY CONTROL
 MC1688  ___________________________________________________________________
 MC1688* NAD 83(1986)-  41 29 31.     (N)    083 39 44.     (W)     SCALED    
 MC1688* NAVD 88     -       200.103  (meters)     656.50   (feet)  ADJUSTED  
 MC1688  ___________________________________________________________________
 MC1688  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1688  DYNAMIC HT  -         200.023 (meters)     656.24  (feet)  COMP
 MC1688  MODELED GRAV-     980,219.0   (mgal)                       NAVD 88
 MC1688
 MC1688  VERT ORDER  -  FIRST     CLASS II
 MC1688
 MC1688.The horizontal coordinates were scaled from a topographic map and have
 MC1688.an estimated accuracy of +/- 6 seconds.
 MC1688
 MC1688.The orthometric height was determined by differential leveling
 MC1688.and adjusted by the National Geodetic Survey in January 1994..
 MC1688
 MC1688.The geoid height was determined by GEOID03.
 MC1688
 MC1688.The dynamic height is computed by dividing the NAVD 88
 MC1688.geopotential number by the normal gravity value computed on the
 MC1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1688.degrees latitude (g = 980.6199 gals.).
 MC1688
 MC1688.The modeled gravity was interpolated from observed gravity values.
 MC1688
 MC1688;                    North         East    Units  Estimated Accuracy
 MC1688;SPC OH N     -   203,340.      502,950.      MT  (+/- 180 meters Scaled)
 MC1688
 MC1688                          SUPERSEDED SURVEY CONTROL
 MC1688
 MC1688.No superseded survey control is available for this station.
 MC1688
 MC1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF777967(NAD 83)
 MC1688_MARKER: I = METAL ROD
 MC1688_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1688_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1688_STAMPING: H 352 1993
 MC1688_MARK LOGO: NGS   
 MC1688_PROJECTION: RECESSED 1 CENTIMETERS
 MC1688_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1688+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1688_ROD/PIPE-DEPTH: 7.2  meters
 MC1688_SLEEVE-DEPTH  : 0.9 meters
 MC1688
 MC1688  HISTORY     - Date     Condition        Report By
 MC1688  HISTORY     - 1993     MONUMENTED       NGS
 MC1688
 MC1688                          STATION DESCRIPTION
 MC1688
 MC1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MC1688'12.9 KM (8.00 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 75 FROM THE
 MC1688'JUNCTION OF STATE HIGHWAY 105 IN BOWLING GREEN (EXIT 181), THENCE 3.2
 MC1688'KM (2.00 MI) WESTERLY ALONG REITZ ROAD, 60.9 M (199.8 FT) WEST OF THE
 MC1688'CENTER OF PARGILLIS ROAD, 32.1 M (105.3 FT) NORTH-NORTHWEST OF THE
 MC1688'NORTHWEST CORNER OF THE MCKINNEY RESIDENCE AT 13901 REITZ ROAD, 9.6 M
 MC1688'(31.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 7.8 M (25.6 FT) WEST
 MC1688'OF THE CENTER OF A DRIVEWAY LEADING TO THE RESIDENCE, AND 0.3 M (1.0
 MC1688'FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 MC1688'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 MC1688'SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON PROPERTY OWNED BY
 MC1688'STEVE MCKINNEY, 13901 REITZ ROAD, PERRYSBURG, OHIO 43551, TELEPHONE
 MC1688'NUMBER (419) 823-1189.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0866 ***********************************************************************
 JY0866  DESIGNATION -  H 36
 JY0866  PID         -  JY0866
 JY0866  STATE/COUNTY-  OH/PICKAWAY
 JY0866  USGS QUAD   -  NEW HOLLAND (1979)
 JY0866
 JY0866                         *CURRENT SURVEY CONTROL
 JY0866  ___________________________________________________________________
 JY0866* NAD 83(1986)-  39 33 16.     (N)    083 15 21.     (W)     SCALED    
 JY0866* NAVD 88     -       259.085  (meters)     850.01   (feet)  ADJUSTED  
 JY0866  ___________________________________________________________________
 JY0866  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JY0866  DYNAMIC HT  -         258.944 (meters)     849.55  (feet)  COMP
 JY0866  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 JY0866
 JY0866  VERT ORDER  -  SECOND    CLASS 0
 JY0866
 JY0866.The horizontal coordinates were scaled from a topographic map and have
 JY0866.an estimated accuracy of +/- 6 seconds.
 JY0866
 JY0866.The orthometric height was determined by differential leveling
 JY0866.and adjusted by the National Geodetic Survey in June 1991..
 JY0866
 JY0866.The geoid height was determined by GEOID03.
 JY0866
 JY0866.The dynamic height is computed by dividing the NAVD 88
 JY0866.geopotential number by the normal gravity value computed on the
 JY0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0866.degrees latitude (g = 980.6199 gals.).
 JY0866
 JY0866.The modeled gravity was interpolated from observed gravity values.
 JY0866
 JY0866;                    North         East    Units  Estimated Accuracy
 JY0866;SPC OH S     -   172,840.      535,040.      MT  (+/- 180 meters Scaled)
 JY0866
 JY0866                          SUPERSEDED SURVEY CONTROL
 JY0866
 JY0866  NGVD 29 (??/??/92)  259.267  (m)          850.61   (f) ADJ UNCH    2 0
 JY0866
 JY0866.Superseded values are not recommended for survey control.
 JY0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0866.See file dsdata.txt to determine how the superseded data were derived.
 JY0866
 JY0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD061807(NAD 83)
 JY0866_MARKER: DR = REFERENCE MARK DISK
 JY0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0866_STAMPING: H 36 1934
 JY0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0866+STABILITY: SURFACE MOTION
 JY0866
 JY0866  HISTORY     - Date     Condition        Report By
 JY0866  HISTORY     - 1934     MONUMENTED       CGS
 JY0866
 JY0866                          STATION DESCRIPTION
 JY0866
 JY0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0866'AT NEW HOLLAND.
 JY0866'AT NEW HOLLAND, PICKAWAY COUNTY, ON THE PENNSYLVANIA RAILROAD,
 JY0866'18 YARDS EAST OF THE SOUTHEAST CORNER OF THE STATION, 18.1 FEET
 JY0866'EAST OF THE CENTERLINE OF EAST STREET, 18.4 FEET NORTH OF THE
 JY0866'NORTH RAIL, 10.2 FEET SOUTHEAST OF A POLE, AND ABOUT 1/2-FOOT
 JY0866'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 36 1934 AND SET
 JY0866'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1151 ***********************************************************************
 JY1151  DESIGNATION -  H 37
 JY1151  PID         -  JY1151
 JY1151  STATE/COUNTY-  OH/GREENE
 JY1151  USGS QUAD   -  XENIA (1994)
 JY1151
 JY1151                         *CURRENT SURVEY CONTROL
 JY1151  ___________________________________________________________________
 JY1151* NAD 83(1986)-  39 42 19.     (N)    083 59 00.     (W)     SCALED    
 JY1151* NAVD 88     -       245.947  (meters)     806.91   (feet)  ADJUSTED  
 JY1151  ___________________________________________________________________
 JY1151  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JY1151  DYNAMIC HT  -         245.809 (meters)     806.46  (feet)  COMP
 JY1151  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 JY1151
 JY1151  VERT ORDER  -  SECOND    CLASS 0
 JY1151
 JY1151.The horizontal coordinates were scaled from a topographic map and have
 JY1151.an estimated accuracy of +/- 6 seconds.
 JY1151
 JY1151.The orthometric height was determined by differential leveling
 JY1151.and adjusted by the National Geodetic Survey in June 1991..
 JY1151
 JY1151.The geoid height was determined by GEOID03.
 JY1151
 JY1151.The dynamic height is computed by dividing the NAVD 88
 JY1151.geopotential number by the normal gravity value computed on the
 JY1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1151.degrees latitude (g = 980.6199 gals.).
 JY1151
 JY1151.The modeled gravity was interpolated from observed gravity values.
 JY1151
 JY1151;                    North         East    Units  Estimated Accuracy
 JY1151;SPC OH S     -   190,360.      472,800.      MT  (+/- 180 meters Scaled)
 JY1151
 JY1151                          SUPERSEDED SURVEY CONTROL
 JY1151
 JY1151  NGVD 29 (??/??/92)  246.140  (m)          807.54   (f) ADJ UNCH    2 0
 JY1151
 JY1151.Superseded values are not recommended for survey control.
 JY1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1151.See file dsdata.txt to determine how the superseded data were derived.
 JY1151
 JY1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD442993(NAD 83)
 JY1151_MARKER: DB = BENCH MARK DISK
 JY1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1151_STAMPING: H 37 1934
 JY1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1151+STABILITY: SURFACE MOTION
 JY1151
 JY1151  HISTORY     - Date     Condition        Report By
 JY1151  HISTORY     - 1934     MONUMENTED       CGS
 JY1151  HISTORY     - 20021119 MARK NOT FOUND   USPSQD
 JY1151
 JY1151                          STATION DESCRIPTION
 JY1151
 JY1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY1151'AT TREBEIN.
 JY1151'AT TREBEIN, GREENE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JY1151'15-1/2 YARDS NORTHWEST OF THE CROSSING OF THE PENNSYLVANIA
 JY1151'RAILROAD AND A DIRT ROAD (THE PENNSYLVANIA RAILROAD PARALLELS
 JY1151'THE BALTIMORE AND OHIO), 21 YARDS NORTHWEST OF THE NORTHWEST
 JY1151'CONCRETE FOOTING OF A WATER TOWER, 7 YARDS NORTH OF THE NORTH
 JY1151'RAIL OF THE P.R.R. TRACK, 1-1/2 YARDS EAST OF A POLE, AND ABOUT
 JY1151'2 FEET LOWER THAN THE P.R.R. TRACK.  A STANDARD DISK, STAMPED
 JY1151'H 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JY1151
 JY1151                          STATION RECOVERY (2002)
 JY1151
 JY1151'RECOVERY NOTE BY US POWER SQUADRON 2002 (THM)
 JY1151'RAILS HAVE BEEN REMOVED AND THE AREA IS A BIKEPATH NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0929 ***********************************************************************
 JY0929  DESIGNATION -  H 39
 JY0929  PID         -  JY0929
 JY0929  STATE/COUNTY-  OH/FAYETTE
 JY0929  USGS QUAD   -  WASHINGTON COURT HOUSE (1986)
 JY0929
 JY0929                         *CURRENT SURVEY CONTROL
 JY0929  ___________________________________________________________________
 JY0929* NAD 83(1986)-  39 33 17.     (N)    083 26 07.     (W)     SCALED    
 JY0929* NAVD 88     -       298.983  (meters)     980.91   (feet)  ADJUSTED  
 JY0929  ___________________________________________________________________
 JY0929  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JY0929  DYNAMIC HT  -         298.823 (meters)     980.39  (feet)  COMP
 JY0929  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 JY0929
 JY0929  VERT ORDER  -  SECOND    CLASS 0
 JY0929
 JY0929.The horizontal coordinates were scaled from a topographic map and have
 JY0929.an estimated accuracy of +/- 6 seconds.
 JY0929
 JY0929.The orthometric height was determined by differential leveling
 JY0929.and adjusted by the National Geodetic Survey in June 1991..
 JY0929
 JY0929.The geoid height was determined by GEOID03.
 JY0929
 JY0929.The dynamic height is computed by dividing the NAVD 88
 JY0929.geopotential number by the normal gravity value computed on the
 JY0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0929.degrees latitude (g = 980.6199 gals.).
 JY0929
 JY0929.The modeled gravity was interpolated from observed gravity values.
 JY0929
 JY0929;                    North         East    Units  Estimated Accuracy
 JY0929;SPC OH S     -   173,010.      519,620.      MT  (+/- 180 meters Scaled)
 JY0929
 JY0929                          SUPERSEDED SURVEY CONTROL
 JY0929
 JY0929  NGVD 29 (??/??/92)  299.170  (m)          981.53   (f) ADJ UNCH    2 0
 JY0929
 JY0929.Superseded values are not recommended for survey control.
 JY0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0929.See file dsdata.txt to determine how the superseded data were derived.
 JY0929
 JY0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD907811(NAD 83)
 JY0929_MARKER: DB = BENCH MARK DISK
 JY0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0929_STAMPING: H 39 1934
 JY0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0929+STABILITY: SURFACE MOTION
 JY0929
 JY0929  HISTORY     - Date     Condition        Report By
 JY0929  HISTORY     - 1934     MONUMENTED       CGS
 JY0929
 JY0929                          STATION DESCRIPTION
 JY0929
 JY0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0929'2 MI N FROM WASHINGTON CH.
 JY0929'2.0 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE COURTHOUSE
 JY0929'AT WASHINGTON COURT HOUSE, FAYETTE COUNTY, 0.3 MILE NORTH OF
 JY0929'THE CORPORATION LIMIT, 60 YARDS SOUTH OF THE CENTERLINE OF THE
 JY0929'J.R. HUMPHREY DRIVE, 43 YARDS NORTH OF THE JOHN COLIP HOUSE, 28.8
 JY0929'FEET WEST OF THE CENTELINE OF THE HIGHWAY, 1.8 FEET SOUTH OF
 JY0929'THE FENCE LINE, AND ABOUT ONE FOOT LOWER THAN THE ROAD.  A
 JY0929'STANDARD DISK, STAMPED H 39 1934 AND SET IN THE TOP OF A CONCRETE
 JY0929'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0448 ***********************************************************************
 JZ0448  DESIGNATION -  H 4
 JZ0448  PID         -  JZ0448
 JZ0448  STATE/COUNTY-  OH/HAMILTON
 JZ0448  USGS QUAD   -  GLENDALE (1987)
 JZ0448
 JZ0448                         *CURRENT SURVEY CONTROL
 JZ0448  ___________________________________________________________________
 JZ0448* NAD 83(1986)-  39 17 44.     (N)    084 27 51.     (W)     SCALED    
 JZ0448* NAVD 88     -       196.879  (meters)     645.93   (feet)  ADJUSTED  
 JZ0448  ___________________________________________________________________
 JZ0448  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ0448  DYNAMIC HT  -         196.759 (meters)     645.53  (feet)  COMP
 JZ0448  MODELED GRAV-     980,015.3   (mgal)                       NAVD 88
 JZ0448
 JZ0448  VERT ORDER  -  FIRST     CLASS II
 JZ0448
 JZ0448.The horizontal coordinates were scaled from a topographic map and have
 JZ0448.an estimated accuracy of +/- 6 seconds.
 JZ0448
 JZ0448.The orthometric height was determined by differential leveling
 JZ0448.and adjusted by the National Geodetic Survey in June 1991..
 JZ0448
 JZ0448.The geoid height was determined by GEOID03.
 JZ0448
 JZ0448.The dynamic height is computed by dividing the NAVD 88
 JZ0448.geopotential number by the normal gravity value computed on the
 JZ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0448.degrees latitude (g = 980.6199 gals.).
 JZ0448
 JZ0448.The modeled gravity was interpolated from observed gravity values.
 JZ0448
 JZ0448;                    North         East    Units  Estimated Accuracy
 JZ0448;SPC OH S     -   145,670.      430,590.      MT  (+/- 180 meters Scaled)
 JZ0448
 JZ0448                          SUPERSEDED SURVEY CONTROL
 JZ0448
 JZ0448  NGVD 29 (??/??/92)  197.052  (m)          646.49   (f) ADJ UNCH    1 2
 JZ0448
 JZ0448.Superseded values are not recommended for survey control.
 JZ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0448.See file dsdata.txt to determine how the superseded data were derived.
 JZ0448
 JZ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ186526(NAD 83)
 JZ0448_MARKER: Z = SEE DESCRIPTION
 JZ0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0448_SP_SET: STONE COPING
 JZ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0448+STABILITY: SURFACE MOTION
 JZ0448
 JZ0448  HISTORY     - Date     Condition        Report By
 JZ0448  HISTORY     - UNK      MONUMENTED       CGS
 JZ0448  HISTORY     - 1947     GOOD             NGS
 JZ0448
 JZ0448                          STATION DESCRIPTION
 JZ0448
 JZ0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0448'1.8 MI NW FROM GLENDALE.
 JZ0448'1.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0448'THE STATION AT GLENDALE, ABOUT 0.2 MILE SOUTHEAST OF THE CROSSING
 JZ0448'OF STATE HIGHWAY 747, AT STONE ARCH CULVERT OVER A CREEK, A
 JZ0448'SQUARE CUT IN THE TOP OF THE SOUTH END OF THE STONE COPING OF THE
 JZ0448'WEST HEAD WALL, 24.5 FEET WEST OF THE WEST RAIL, 10 INCHES EAST
 JZ0448'OF THE WEST FACE, 5 INCHES NORTH OF THE SOUTH FACE AND ABOUT 12
 JZ0448'FEET BELOW THE TRACK.  CUT IS SURROUNDED BY THE LETTERS U.S.C.
 JZ0448'AND G.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0377 ***********************************************************************
 MD0377  DESIGNATION -  H 41
 MD0377  PID         -  MD0377
 MD0377  STATE/COUNTY-  OH/WILLIAMS
 MD0377  USGS QUAD   -  BRYAN (1977)
 MD0377
 MD0377                         *CURRENT SURVEY CONTROL
 MD0377  ___________________________________________________________________
 MD0377* NAD 83(1986)-  41 26 31.     (N)    084 31 36.     (W)     SCALED    
 MD0377* NAVD 88     -       221.446  (meters)     726.53   (feet)  ADJUSTED  
 MD0377  ___________________________________________________________________
 MD0377  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 MD0377  DYNAMIC HT  -         221.359 (meters)     726.24  (feet)  COMP
 MD0377  MODELED GRAV-     980,223.8   (mgal)                       NAVD 88
 MD0377
 MD0377  VERT ORDER  -  SECOND    CLASS 0
 MD0377
 MD0377.The horizontal coordinates were scaled from a topographic map and have
 MD0377.an estimated accuracy of +/- 6 seconds.
 MD0377
 MD0377.The orthometric height was determined by differential leveling
 MD0377.and adjusted by the National Geodetic Survey in June 1991..
 MD0377
 MD0377.The geoid height was determined by GEOID03.
 MD0377
 MD0377.The dynamic height is computed by dividing the NAVD 88
 MD0377.geopotential number by the normal gravity value computed on the
 MD0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0377.degrees latitude (g = 980.6199 gals.).
 MD0377
 MD0377.The modeled gravity was interpolated from observed gravity values.
 MD0377
 MD0377;                    North         East    Units  Estimated Accuracy
 MD0377;SPC OH N     -   199,110.      430,650.      MT  (+/- 180 meters Scaled)
 MD0377
 MD0377                          SUPERSEDED SURVEY CONTROL
 MD0377
 MD0377  NGVD 29 (??/??/92)  221.599  (m)          727.03   (f) ADJ UNCH    2 0
 MD0377
 MD0377.Superseded values are not recommended for survey control.
 MD0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0377.See file dsdata.txt to determine how the superseded data were derived.
 MD0377
 MD0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL066907(NAD 83)
 MD0377_MARKER: DB = BENCH MARK DISK
 MD0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0377_STAMPING: H 41 1934
 MD0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0377+STABILITY: SURFACE MOTION
 MD0377
 MD0377  HISTORY     - Date     Condition        Report By
 MD0377  HISTORY     - 1934     MONUMENTED       CGS
 MD0377  HISTORY     - 1960     MARK NOT FOUND   USGS
 MD0377
 MD0377                          STATION DESCRIPTION
 MD0377
 MD0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0377'2.3 MI S FROM BRYAN.
 MD0377'2.3 MILES SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 MD0377'STATION AT BRYAN, WILLIAMS COUNTY, ONE POLE SOUTH OF POLE 61/25,
 MD0377'15 YARDS NORTHEAST OF THE CROSSING OF THE EAST RAIL AND THE
 MD0377'CENTERLINE OF A BITUMINOUS ROAD, 7 YARDS EAST OF THE EAST RAIL,
 MD0377'2 FEET WEST OF A WIRE FENCE, AND ABOUT 2 FEET LOWER THAN THE
 MD0377'TRACK.  A STANDARD DISK, STAMPED H 41 1934 AND SET IN THE TOP OF
 MD0377'A CONCRETE POST.  NOTE-- U.S. HWY 6 TRAVERSES THE ORIGINAL BITUMINOUS
 MD0377'ROAD.  ITS CONSTRUCTION HAS ALTERED THE AREA.
 MD0377
 MD0377                          STATION RECOVERY (1960)
 MD0377
 MD0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MD0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0256 ***********************************************************************
 LA0256  DESIGNATION -  H 43
 LA0256  PID         -  LA0256
 LA0256  STATE/COUNTY-  OH/MERCER
 LA0256  USGS QUAD   -  COLDWATER (1982)
 LA0256
 LA0256                         *CURRENT SURVEY CONTROL
 LA0256  ___________________________________________________________________
 LA0256* NAD 83(1986)-  40 28 55.     (N)    084 37 38.     (W)     SCALED    
 LA0256* NAVD 88     -       275.954  (meters)     905.36   (feet)  ADJUSTED  
 LA0256  ___________________________________________________________________
 LA0256  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LA0256  DYNAMIC HT  -         275.821 (meters)     904.92  (feet)  COMP
 LA0256  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 LA0256
 LA0256  VERT ORDER  -  SECOND    CLASS 0
 LA0256
 LA0256.The horizontal coordinates were scaled from a topographic map and have
 LA0256.an estimated accuracy of +/- 6 seconds.
 LA0256
 LA0256.The orthometric height was determined by differential leveling
 LA0256.and adjusted by the National Geodetic Survey in June 1991..
 LA0256
 LA0256.The geoid height was determined by GEOID03.
 LA0256
 LA0256.The dynamic height is computed by dividing the NAVD 88
 LA0256.geopotential number by the normal gravity value computed on the
 LA0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0256.degrees latitude (g = 980.6199 gals.).
 LA0256
 LA0256.The modeled gravity was interpolated from observed gravity values.
 LA0256
 LA0256;                    North         East    Units  Estimated Accuracy
 LA0256;SPC OH N     -    92,730.      419,650.      MT  (+/- 180 meters Scaled)
 LA0256
 LA0256                          SUPERSEDED SURVEY CONTROL
 LA0256
 LA0256  NGVD 29 (??/??/92)  276.113  (m)          905.88   (f) ADJ UNCH    2 0
 LA0256
 LA0256.Superseded values are not recommended for survey control.
 LA0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0256.See file dsdata.txt to determine how the superseded data were derived.
 LA0256
 LA0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK011839(NAD 83)
 LA0256_MARKER: DB = BENCH MARK DISK
 LA0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0256_STAMPING: H 43 1934
 LA0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0256+STABILITY: SURFACE MOTION
 LA0256
 LA0256  HISTORY     - Date     Condition        Report By
 LA0256  HISTORY     - 1934     MONUMENTED       CGS
 LA0256  HISTORY     - 1960     MARK NOT FOUND   USGS
 LA0256
 LA0256                          STATION DESCRIPTION
 LA0256
 LA0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0256'AT COLDWATER.
 LA0256'AT COLDWATER, MERCER COUNTY, ON THE CINCINNATI NORTHERN RAILROAD,
 LA0256'AT THE NORTHWEST CORNER OF THE STOCKYARDS NORTH OF THE STATION,
 LA0256'15.3 FEET NORTH OF THE NORTHWEST CORNER OF THE STOCK PENS,
 LA0256'OPPOSITE POLE 132/05, 8.6 FEET EAST OF THE EAST RAIL, AND ABOUT
 LA0256'1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 43
 LA0256'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LA0256
 LA0256                          STATION RECOVERY (1960)
 LA0256
 LA0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LA0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0339 ***********************************************************************
 LA0339  DESIGNATION -  H 44
 LA0339  PID         -  LA0339
 LA0339  STATE/COUNTY-  OH/MERCER
 LA0339  USGS QUAD   -  FORT RECOVERY (1994)
 LA0339
 LA0339                         *CURRENT SURVEY CONTROL
 LA0339  ___________________________________________________________________
 LA0339* NAD 83(1986)-  40 24 57.     (N)    084 48 02.     (W)     SCALED    
 LA0339* NAVD 88     -       280.563  (meters)     920.48   (feet)  ADJUSTED  
 LA0339  ___________________________________________________________________
 LA0339  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LA0339  DYNAMIC HT  -         280.426 (meters)     920.03  (feet)  COMP
 LA0339  MODELED GRAV-     980,128.8   (mgal)                       NAVD 88
 LA0339
 LA0339  VERT ORDER  -  SECOND    CLASS 0
 LA0339
 LA0339.The horizontal coordinates were scaled from a topographic map and have
 LA0339.an estimated accuracy of +/- 6 seconds.
 LA0339
 LA0339.The orthometric height was determined by differential leveling
 LA0339.and adjusted by the National Geodetic Survey in June 1991..
 LA0339
 LA0339.The geoid height was determined by GEOID03.
 LA0339
 LA0339.The dynamic height is computed by dividing the NAVD 88
 LA0339.geopotential number by the normal gravity value computed on the
 LA0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0339.degrees latitude (g = 980.6199 gals.).
 LA0339
 LA0339.The modeled gravity was interpolated from observed gravity values.
 LA0339
 LA0339;                    North         East    Units  Estimated Accuracy
 LA0339;SPC OH N     -    85,770.      404,770.      MT  (+/- 180 meters Scaled)
 LA0339
 LA0339                          SUPERSEDED SURVEY CONTROL
 LA0339
 LA0339  NGVD 29 (??/??/92)  280.73   (m)          921.0    (f) COMPUTED    2 0
 LA0339
 LA0339.Superseded values are not recommended for survey control.
 LA0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0339.See file dsdata.txt to determine how the superseded data were derived.
 LA0339
 LA0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK866762(NAD 83)
 LA0339_MARKER: DB = BENCH MARK DISK
 LA0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0339_SP_SET: BRIDGE
 LA0339_STAMPING: H 44 1934
 LA0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0339
 LA0339  HISTORY     - Date     Condition        Report By
 LA0339  HISTORY     - 1934     MONUMENTED       CGS
 LA0339  HISTORY     - 1947     GOOD             NGS
 LA0339
 LA0339                          STATION DESCRIPTION
 LA0339
 LA0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 LA0339'1.4 MI W FROM FORT RECOVERY.
 LA0339'ABOUT 1.4 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LA0339'RAILROAD FROM THE STATION AT FORT RECOVERY, ABOUT 110 YARDS EAST
 LA0339'OF THE INTERSECTION OF STATE HIGHWAY 119 AND THE RAILROAD, SET
 LA0339'IN THE TOP OF THE NORTHWEST WINGWALL AT THE WEST END OF A 20 FOOT
 LA0339'CONCRETE BRIDGE ON THE HIGHWAY, 15 FEET NORTH OF AND ABOUT LEVEL
 LA0339'WITH THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0340 ***********************************************************************
 LA0340  DESIGNATION -  H 44 RESET
 LA0340  PID         -  LA0340
 LA0340  STATE/COUNTY-  OH/MERCER
 LA0340  USGS QUAD   -  FORT RECOVERY (1994)
 LA0340
 LA0340                         *CURRENT SURVEY CONTROL
 LA0340  ___________________________________________________________________
 LA0340* NAD 83(1986)-  40 24 56.     (N)    084 48 02.     (W)     SCALED    
 LA0340* NAVD 88     -       278.95   (+/-2cm)     915.2    (feet)  VERTCON   
 LA0340  ___________________________________________________________________
 LA0340  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LA0340
 LA0340  VERT ORDER  -  THIRD (See Below)
 LA0340
 LA0340.The horizontal coordinates were scaled from a topographic map and have
 LA0340.an estimated accuracy of +/- 6 seconds.
 LA0340
 LA0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 LA0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LA0340.The vertical order pertains to the NGVD 29 superseded value.
 LA0340
 LA0340.The geoid height was determined by GEOID03.
 LA0340
 LA0340;                    North         East    Units  Estimated Accuracy
 LA0340;SPC OH N     -    85,740.      404,770.      MT  (+/- 180 meters Scaled)
 LA0340
 LA0340                          SUPERSEDED SURVEY CONTROL
 LA0340
 LA0340  NGVD 29 (??/??/??)  279.11   (m)          915.7    (f) RESET       3  
 LA0340
 LA0340.Superseded values are not recommended for survey control.
 LA0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0340.See file dsdata.txt to determine how the superseded data were derived.
 LA0340
 LA0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK866762(NAD 83)
 LA0340_MARKER: DB = BENCH MARK DISK
 LA0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0340_SP_SET: CUVLERT
 LA0340_STAMPING: H 44 RESET 1955
 LA0340_MARK LOGO: CGS   
 LA0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0340
 LA0340  HISTORY     - Date     Condition        Report By
 LA0340  HISTORY     - 1955     MONUMENTED       INHD
 LA0340  HISTORY     - 1956     GOOD             CGS
 LA0340
 LA0340                          STATION DESCRIPTION
 LA0340
 LA0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LA0340'1.4 MI W FROM FORT RECOVERY.
 LA0340'1.4 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LA0340'FROM THE STATION AT FORT RECOVERY, 965 FEET EAST OF THE OHIO-INDIANA
 LA0340'STATE LINE, 51 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 119
 LA0340'AT STATION 9 + 65, AT A CULVERT, AND IN THE TOP OF THE CONCRETE
 LA0340'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0136 ***********************************************************************
 LA0136  DESIGNATION -  H 45
 LA0136  PID         -  LA0136
 LA0136  STATE/COUNTY-  OH/DARKE
 LA0136  USGS QUAD   -  VERSAILLES (1973)
 LA0136
 LA0136                         *CURRENT SURVEY CONTROL
 LA0136  ___________________________________________________________________
 LA0136* NAD 83(1986)-  40 13 44.     (N)    084 26 59.     (W)     SCALED    
 LA0136* NAVD 88     -       296.313  (meters)     972.15   (feet)  ADJUSTED  
 LA0136  ___________________________________________________________________
 LA0136  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LA0136  DYNAMIC HT  -         296.166 (meters)     971.67  (feet)  COMP
 LA0136  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 LA0136
 LA0136  VERT ORDER  -  SECOND    CLASS 0
 LA0136
 LA0136.The horizontal coordinates were scaled from a topographic map and have
 LA0136.an estimated accuracy of +/- 6 seconds.
 LA0136
 LA0136.The orthometric height was determined by differential leveling
 LA0136.and adjusted by the National Geodetic Survey in June 1991..
 LA0136
 LA0136.The geoid height was determined by GEOID03.
 LA0136
 LA0136.The dynamic height is computed by dividing the NAVD 88
 LA0136.geopotential number by the normal gravity value computed on the
 LA0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0136.degrees latitude (g = 980.6199 gals.).
 LA0136
 LA0136.The modeled gravity was interpolated from observed gravity values.
 LA0136
 LA0136;                    North         East    Units  Estimated Accuracy
 LA0136;SPC OH S     -   249,240.      434,070.      MT  (+/- 180 meters Scaled)
 LA0136
 LA0136                          SUPERSEDED SURVEY CONTROL
 LA0136
 LA0136  NGVD 29 (??/??/92)  296.494  (m)          972.75   (f) ADJ UNCH    2 0
 LA0136
 LA0136.Superseded values are not recommended for survey control.
 LA0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0136.See file dsdata.txt to determine how the superseded data were derived.
 LA0136
 LA0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK169562(NAD 83)
 LA0136_MARKER: DB = BENCH MARK DISK
 LA0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0136_STAMPING: H 45 1934
 LA0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0136+STABILITY: SURFACE MOTION
 LA0136
 LA0136  HISTORY     - Date     Condition        Report By
 LA0136  HISTORY     - 1934     MONUMENTED       CGS
 LA0136
 LA0136                          STATION DESCRIPTION
 LA0136
 LA0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LA0136'2 MI E FROM VERSAILLES.
 LA0136'2.0 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 LA0136'ST. LOUIS RAILWAY FROM THE STATION AT VERSAILLES, DARKE COUNTY,
 LA0136'0.4 MILE EAST OF MILEPOST 180, AT A DIRT-ROAD CROSSING, 45 FEET
 LA0136'SOUTH OF THE SOUTH RAIL, 15 FEET EAST OF THE CENTER LINE OF
 LA0136'THE ROAD, AT A FENCE CORNER, AND ABOUT 5 FEET LOWER THAN THE
 LA0136'TRACK.  A STANDARD DISK, STAMPED H 45 1934 AND SET IN THE TOP
 LA0136'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0021 ***********************************************************************
 JZ0021  DESIGNATION -  H 47
 JZ0021  PID         -  JZ0021
 JZ0021  STATE/COUNTY-  OH/MONTGOMERY
 JZ0021  USGS QUAD   -  BROOKVILLE (1987)
 JZ0021
 JZ0021                         *CURRENT SURVEY CONTROL
 JZ0021  ___________________________________________________________________
 JZ0021* NAD 83(1986)-  39 51 03.     (N)    084 26 44.     (W)     SCALED    
 JZ0021* NAVD 88     -       320.387  (meters)    1051.14   (feet)  ADJUSTED  
 JZ0021  ___________________________________________________________________
 JZ0021  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JZ0021  DYNAMIC HT  -         320.209 (meters)    1050.55  (feet)  COMP
 JZ0021  MODELED GRAV-     980,062.4   (mgal)                       NAVD 88
 JZ0021
 JZ0021  VERT ORDER  -  SECOND    CLASS 0
 JZ0021
 JZ0021.The horizontal coordinates were scaled from a topographic map and have
 JZ0021.an estimated accuracy of +/- 6 seconds.
 JZ0021
 JZ0021.The orthometric height was determined by differential leveling
 JZ0021.and adjusted by the National Geodetic Survey in June 1991..
 JZ0021
 JZ0021.The geoid height was determined by GEOID03.
 JZ0021
 JZ0021.The dynamic height is computed by dividing the NAVD 88
 JZ0021.geopotential number by the normal gravity value computed on the
 JZ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0021.degrees latitude (g = 980.6199 gals.).
 JZ0021
 JZ0021.The modeled gravity was interpolated from observed gravity values.
 JZ0021
 JZ0021;                    North         East    Units  Estimated Accuracy
 JZ0021;SPC OH S     -   207,260.      433,520.      MT  (+/- 180 meters Scaled)
 JZ0021
 JZ0021                          SUPERSEDED SURVEY CONTROL
 JZ0021
 JZ0021  NGVD 29 (??/??/92)  320.554  (m)         1051.68   (f) ADJ UNCH    2 0
 JZ0021
 JZ0021.Superseded values are not recommended for survey control.
 JZ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0021.See file dsdata.txt to determine how the superseded data were derived.
 JZ0021
 JZ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK185143(NAD 83)
 JZ0021_MARKER: DB = BENCH MARK DISK
 JZ0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0021_SP_SET: CONCRETE FOUNDATION
 JZ0021_STAMPING: H 47 1934
 JZ0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0021
 JZ0021  HISTORY     - Date     Condition        Report By
 JZ0021  HISTORY     - 1934     MONUMENTED       CGS
 JZ0021  HISTORY     - 1947     GOOD             NGS
 JZ0021  HISTORY     - 20041217 MARK NOT FOUND   INDIV
 JZ0021
 JZ0021                          STATION DESCRIPTION
 JZ0021
 JZ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0021'2.2 MI NW FROM BROOKVILLE.
 JZ0021'2.2 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JZ0021'STATION AT BROOKVILLE, AT DODSON, ABOUT 75 YARDS NORTHWEST OF
 JZ0021'THE CROSSING OF DODSON ROAD (BLACK TOP ROAD), ABOUT 0.2 MILE
 JZ0021'SOUTHEAST OF THE CROSSING OF AN EAST-WEST GRAVEL ROAD, ACROSS
 JZ0021'THE TRACK FROM A RAILROAD TELEPHONE BOOTH, IN THE TOP OF A
 JZ0021'15-INCH SQUARE CONCRETE FOUNDATION, 18.8 FEET SOUTHWEST OF THE
 JZ0021'SOUTHWEST RAIL, 1.7 FEET EAST OF THE EAST CORNER OF AN ABANDONED
 JZ0021'4 BY 6-FOOT CONCRETE FOUNDATION, 1.5 FEET SOUTHWEST OF A WHITE
 JZ0021'WOODEN WITNESS POST, AND 1 FOOT ABOVE THE TRACK.
 JZ0021
 JZ0021                          STATION RECOVERY (2004)
 JZ0021
 JZ0021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0863 ***********************************************************************
 JZ0863  DESIGNATION -  H 48
 JZ0863  PID         -  JZ0863
 JZ0863  STATE/COUNTY-  OH/BUTLER
 JZ0863  USGS QUAD   -  MILLVILLE (1970)
 JZ0863
 JZ0863                         *CURRENT SURVEY CONTROL
 JZ0863  ___________________________________________________________________
 JZ0863* NAD 83(1986)-  39 26 31.     (N)    084 40 34.     (W)     SCALED    
 JZ0863* NAVD 88     -       276.200  (meters)     906.17   (feet)  ADJUSTED  
 JZ0863  ___________________________________________________________________
 JZ0863  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JZ0863  DYNAMIC HT  -         276.046 (meters)     905.66  (feet)  COMP
 JZ0863  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 JZ0863
 JZ0863  VERT ORDER  -  SECOND    CLASS 0
 JZ0863
 JZ0863.The horizontal coordinates were scaled from a topographic map and have
 JZ0863.an estimated accuracy of +/- 6 seconds.
 JZ0863
 JZ0863.The orthometric height was determined by differential leveling
 JZ0863.and adjusted by the National Geodetic Survey in June 1991..
 JZ0863.WARNING-Repeat measurements at this control monument indicate possible
 JZ0863.vertical movement.
 JZ0863
 JZ0863.The geoid height was determined by GEOID03.
 JZ0863
 JZ0863.The dynamic height is computed by dividing the NAVD 88
 JZ0863.geopotential number by the normal gravity value computed on the
 JZ0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0863.degrees latitude (g = 980.6199 gals.).
 JZ0863
 JZ0863.The modeled gravity was interpolated from observed gravity values.
 JZ0863
 JZ0863;                    North         East    Units  Estimated Accuracy
 JZ0863;SPC OH S     -   162,330.      412,700.      MT  (+/- 180 meters Scaled)
 JZ0863
 JZ0863                          SUPERSEDED SURVEY CONTROL
 JZ0863
 JZ0863  NGVD 29 (??/??/92)  276.369  (m)          906.72   (f) ADJ UNCH    2 0
 JZ0863
 JZ0863.Superseded values are not recommended for survey control.
 JZ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0863.See file dsdata.txt to determine how the superseded data were derived.
 JZ0863
 JZ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ999683(NAD 83)
 JZ0863_MARKER: DB = BENCH MARK DISK
 JZ0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0863_STAMPING: H 48 1934
 JZ0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0863+STABILITY: SURFACE MOTION
 JZ0863
 JZ0863  HISTORY     - Date     Condition        Report By
 JZ0863  HISTORY     - 1934     MONUMENTED       CGS
 JZ0863  HISTORY     - 1947     GOOD             NGS
 JZ0863  HISTORY     - 20020703 GOOD             BUTCOE
 JZ0863
 JZ0863                          STATION DESCRIPTION
 JZ0863
 JZ0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0863'7.2 MI NW FROM HAMILTON.
 JZ0863'7.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0863'THE STATION AT HAMILTON, ABOUT 0.35 MILE SOUTHEAST OF THE
 JZ0863'RAILROAD OVERPASS OVER U.S. HIGHWAY 27, 109 FEET NORTHWEST OF
 JZ0863'THE NORTHWEST FACE OF A CONCRETE TELEPHONE BOX, 11.5 FEET
 JZ0863'SOUTHEAST OF POLE 32/32, 32.5 FEET SOUTHWEST OF THE SOUTHWEST
 JZ0863'RAIL OF THE MAIN TRACK, 39.5 FEET NORTH OF A WIRE FENCE, 3 FEET
 JZ0863'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW
 JZ0863'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JZ0863'INCHES.
 JZ0863
 JZ0863                          STATION RECOVERY (2002)
 JZ0863
 JZ0863'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0259 ***********************************************************************
 JZ0259  DESIGNATION -  H 49
 JZ0259  PID         -  JZ0259
 JZ0259  STATE/COUNTY-  OH/WARREN
 JZ0259  USGS QUAD   -  PLEASANT PLAIN (1968)
 JZ0259
 JZ0259                         *CURRENT SURVEY CONTROL
 JZ0259  ___________________________________________________________________
 JZ0259* NAD 83(1986)-  39 20 32.     (N)    084 05 36.     (W)     SCALED    
 JZ0259* NAVD 88     -       238.097  (meters)     781.16   (feet)  ADJUSTED  
 JZ0259  ___________________________________________________________________
 JZ0259  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JZ0259  DYNAMIC HT  -         237.952 (meters)     780.68  (feet)  COMP
 JZ0259  MODELED GRAV-     980,011.0   (mgal)                       NAVD 88
 JZ0259
 JZ0259  VERT ORDER  -  SECOND    CLASS 0
 JZ0259
 JZ0259.The horizontal coordinates were scaled from a topographic map and have
 JZ0259.an estimated accuracy of +/- 6 seconds.
 JZ0259
 JZ0259.The orthometric height was determined by differential leveling
 JZ0259.and adjusted by the National Geodetic Survey in June 1991..
 JZ0259
 JZ0259.The geoid height was determined by GEOID03.
 JZ0259
 JZ0259.The dynamic height is computed by dividing the NAVD 88
 JZ0259.geopotential number by the normal gravity value computed on the
 JZ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0259.degrees latitude (g = 980.6199 gals.).
 JZ0259
 JZ0259.The modeled gravity was interpolated from observed gravity values.
 JZ0259
 JZ0259;                    North         East    Units  Estimated Accuracy
 JZ0259;SPC OH S     -   150,220.      462,660.      MT  (+/- 180 meters Scaled)
 JZ0259
 JZ0259                          SUPERSEDED SURVEY CONTROL
 JZ0259
 JZ0259  NGVD 29 (??/??/92)  238.269  (m)          781.72   (f) ADJ UNCH    2 0
 JZ0259
 JZ0259.Superseded values are not recommended for survey control.
 JZ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0259.See file dsdata.txt to determine how the superseded data were derived.
 JZ0259
 JZ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ504587(NAD 83)
 JZ0259_MARKER: DB = BENCH MARK DISK
 JZ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0259_STAMPING: H 49 1934
 JZ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0259+STABILITY: SURFACE MOTION
 JZ0259
 JZ0259  HISTORY     - Date     Condition        Report By
 JZ0259  HISTORY     - 1934     MONUMENTED       CGS
 JZ0259
 JZ0259                          STATION DESCRIPTION
 JZ0259
 JZ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JZ0259'7.5 MI N FROM BLANCHESTER.
 JZ0259'IN WARREN COUNTY, 7.5 MILES NORTH ALONG STATE HIGHWAY 122 FROM
 JZ0259'THE BALTIMORE AND OHIO RAILROAD STATION AT BLANCHESTER, CLINTON
 JZ0259'COUNTY, 99 YARDS SOUTH OF THE SOUTH END OF A STEEL TRUSS BRIDGE
 JZ0259'OVER THE PENNSYLVANIA RAILROAD, 23 YARDS SOUTHEAST OF THE CENTER
 JZ0259'OF THE INTERSECTION OF A PRIVATE ROAD LEADING TO HAPPY LANDING
 JZ0259'FARM, 6-1/2 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2
 JZ0259'FEET WEST OF THE WIRE FENCE.  A STANDARD DISK, STAMPED H 49 1934
 JZ0259'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0211 ***********************************************************************
 MC0211  DESIGNATION -  H 5 RESET
 MC0211  PID         -  MC0211
 MC0211  STATE/COUNTY-  OH/HURON
 MC0211  USGS QUAD   -  WILLARD (1972)
 MC0211
 MC0211                         *CURRENT SURVEY CONTROL
 MC0211  ___________________________________________________________________
 MC0211* NAD 83(1986)-  41 03 25.     (N)    082 43 33.     (W)     SCALED    
 MC0211* NAVD 88     -       281.981  (meters)     925.13   (feet)  ADJUSTED  
 MC0211  ___________________________________________________________________
 MC0211  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 MC0211  DYNAMIC HT  -         281.851 (meters)     924.71  (feet)  COMP
 MC0211  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 MC0211
 MC0211  VERT ORDER  -  FIRST     CLASS II
 MC0211
 MC0211.The horizontal coordinates were scaled from a topographic map and have
 MC0211.an estimated accuracy of +/- 6 seconds.
 MC0211
 MC0211.The orthometric height was determined by differential leveling
 MC0211.and adjusted by the National Geodetic Survey in April 1995..
 MC0211
 MC0211.The geoid height was determined by GEOID03.
 MC0211
 MC0211.The dynamic height is computed by dividing the NAVD 88
 MC0211.geopotential number by the normal gravity value computed on the
 MC0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0211.degrees latitude (g = 980.6199 gals.).
 MC0211
 MC0211.The modeled gravity was interpolated from observed gravity values.
 MC0211
 MC0211;                    North         East    Units  Estimated Accuracy
 MC0211;SPC OH N     -   154,410.      581,020.      MT  (+/- 180 meters Scaled)
 MC0211
 MC0211                          SUPERSEDED SURVEY CONTROL
 MC0211
 MC0211  NAVD 88 (06/15/91)  281.976  (m)          925.12   (f) UNKNOWN     1 2
 MC0211  NGVD 29 (01/19/93)  282.145  (m)          925.67   (f) ADJUSTED    1 2
 MC0211
 MC0211.Superseded values are not recommended for survey control.
 MC0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0211.See file dsdata.txt to determine how the superseded data were derived.
 MC0211
 MC0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF549465(NAD 83)
 MC0211_MARKER: DB = BENCH MARK DISK
 MC0211_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MC0211_SP_SET: BUILDING
 MC0211_STAMPING: H 5 RESET 1947
 MC0211_MARK LOGO: CGS   
 MC0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0211+STABILITY: POSITION/ELEVATION WELL
 MC0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0211+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0211
 MC0211  HISTORY     - Date     Condition        Report By
 MC0211  HISTORY     - 1947     MONUMENTED       CGS
 MC0211  HISTORY     - 1954     GOOD             NGS
 MC0211  HISTORY     - 1968     GOOD             NGS
 MC0211  HISTORY     - 1987     GOOD             OHDT
 MC0211  HISTORY     - 19921023 GOOD             NGS
 MC0211
 MC0211                          STATION DESCRIPTION
 MC0211
 MC0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MC0211'AT WILLARD.
 MC0211'AT WILLARD, ALONG THE WEST SIDE OF MYRTLE AVENUE, BETWEEN PEARL
 MC0211'AND MAPLE STREETS, SET VERTICALLY IN THE EAST FACE OF WILLARD
 MC0211'UNITED BANK BUILDING, 118 FEET SOUTH OF SOUTH CURB OF MAPLE STREET,
 MC0211'16 FEET WEST OF WEST CURB OF MYRTLE AVENUE, 1 1/4 FEET SOUTH OF
 MC0211'NORTHEAST CORNER OF BANK BUILDING AND ABOUT 1 1/4 FEET ABOVE
 MC0211'LEVEL OF SIDE WALK.
 MC0211
 MC0211                          STATION RECOVERY (1968)
 MC0211
 MC0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MC0211'RECOVERED IN GOOD CONDITION.
 MC0211
 MC0211                          STATION RECOVERY (1987)
 MC0211
 MC0211'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JC)
 MC0211'RECOVERED IN GOOD CONDITION.
 MC0211
 MC0211                          STATION RECOVERY (1992)
 MC0211
 MC0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0211'IN WILLARD, AT THE INTERSECTION OF MYRTLE AVENUE AND MAPLE STREET, SET
 MC0211'VERTICALLY IN THE EAST FACE OF THE SUTTON BANK, 40.3 M (132.2 FT)
 MC0211'SOUTH OF THE STREET CENTER, 13.5 M (44.3 FT) WEST OF THE AVENUE
 MC0211'CENTERLINE, 6.4 M (21.0 FT) NORTH OF THE CENTER OF THE EAST BANK
 MC0211'ENTRANCE, 0.4 M (1.3 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 MC0211'BUILDING, AND 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0291 ***********************************************************************
 JZ0291  DESIGNATION -  H 50
 JZ0291  PID         -  JZ0291
 JZ0291  STATE/COUNTY-  OH/CLERMONT
 JZ0291  USGS QUAD   -  GOSHEN (1986)
 JZ0291
 JZ0291                         *CURRENT SURVEY CONTROL
 JZ0291  ___________________________________________________________________
 JZ0291* NAD 83(1986)-  39 08 02.     (N)    084 13 49.     (W)     SCALED    
 JZ0291* NAVD 88     -       162.522  (meters)     533.21   (feet)  ADJUSTED  
 JZ0291  ___________________________________________________________________
 JZ0291  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JZ0291  DYNAMIC HT  -         162.420 (meters)     532.87  (feet)  COMP
 JZ0291  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 JZ0291
 JZ0291  VERT ORDER  -  SECOND    CLASS 0
 JZ0291
 JZ0291.The horizontal coordinates were scaled from a topographic map and have
 JZ0291.an estimated accuracy of +/- 6 seconds.
 JZ0291
 JZ0291.The orthometric height was determined by differential leveling
 JZ0291.and adjusted by the National Geodetic Survey in June 1991..
 JZ0291
 JZ0291.The geoid height was determined by GEOID03.
 JZ0291
 JZ0291.The dynamic height is computed by dividing the NAVD 88
 JZ0291.geopotential number by the normal gravity value computed on the
 JZ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0291.degrees latitude (g = 980.6199 gals.).
 JZ0291
 JZ0291.The modeled gravity was interpolated from observed gravity values.
 JZ0291
 JZ0291;                    North         East    Units  Estimated Accuracy
 JZ0291;SPC OH S     -   127,310.      450,410.      MT  (+/- 180 meters Scaled)
 JZ0291
 JZ0291                          SUPERSEDED SURVEY CONTROL
 JZ0291
 JZ0291  NGVD 29 (??/??/92)  162.703  (m)          533.80   (f) ADJ UNCH    2 0
 JZ0291
 JZ0291.Superseded values are not recommended for survey control.
 JZ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0291.See file dsdata.txt to determine how the superseded data were derived.
 JZ0291
 JZ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ394352(NAD 83)
 JZ0291_MARKER: DD = SURVEY DISK
 JZ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0291_STAMPING: H 50 1935
 JZ0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0291+STABILITY: SURFACE MOTION
 JZ0291
 JZ0291  HISTORY     - Date     Condition        Report By
 JZ0291  HISTORY     - 1935     MONUMENTED       OHGS
 JZ0291  HISTORY     - 1953     MARK NOT FOUND   NGS
 JZ0291  HISTORY     - 1985     MARK NOT FOUND   NGS
 JZ0291
 JZ0291                          STATION DESCRIPTION
 JZ0291
 JZ0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JZ0291'0.5 MI E FROM PERINTOWN.
 JZ0291'0.5 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE AT
 JZ0291'PERINTOWN, CLERMONT COUNTY, 39 YARDS EAST OF THE EAST FACE OF THE
 JZ0291'2-STORY C.E. SMITH BRICK HOUSE, 12.5 YARDS WEST OF THE CENTERLINE
 JZ0291'OF THE DRIVEWAY LEADING TO A BARN, 10 YARDS SOUTH OF THE
 JZ0291'CENTERLINE OF THE HIGHWAY, ONE FOOT NORTH OF THE WIRE FENCE,
 JZ0291'AND ABOUT ONE FOOT BELOW THE HIGHWAY.  A STATE SURVEY STANDARD
 JZ0291'DISK, STAMPED H 50 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JZ0291'NOTE-- MAY HAVE BEEN COVERED DURING CONSTRUCTION WORK IN THE
 JZ0291'AREA.
 JZ0291
 JZ0291                          STATION RECOVERY (1985)
 JZ0291
 JZ0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JZ0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1284 ***********************************************************************
 KY1284  DESIGNATION -  H 62 RESET
 KY1284  PID         -  KY1284
 KY1284  STATE/COUNTY-  OH/STARK
 KY1284  USGS QUAD   -  MINERVA (1994)
 KY1284
 KY1284                         *CURRENT SURVEY CONTROL
 KY1284  ___________________________________________________________________
 KY1284* NAD 83(1986)-  40 43 19.     (N)    081 06 23.     (W)     SCALED    
 KY1284* NAVD 88     -       317.42   (+/-2cm)    1041.4    (feet)  VERTCON   
 KY1284  ___________________________________________________________________
 KY1284  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KY1284
 KY1284  VERT ORDER  -  THIRD (See Below)
 KY1284
 KY1284.The horizontal coordinates were scaled from a topographic map and have
 KY1284.an estimated accuracy of +/- 6 seconds.
 KY1284
 KY1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY1284.The vertical order pertains to the NGVD 29 superseded value.
 KY1284
 KY1284.The geoid height was determined by GEOID03.
 KY1284
 KY1284;                    North         East    Units  Estimated Accuracy
 KY1284;SPC OH N     -   118,130.      717,730.      MT  (+/- 180 meters Scaled)
 KY1284
 KY1284                          SUPERSEDED SURVEY CONTROL
 KY1284
 KY1284  NGVD 29 (??/??/??)  317.59   (m)         1042.0    (f) RESET       3  
 KY1284
 KY1284.Superseded values are not recommended for survey control.
 KY1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1284.See file dsdata.txt to determine how the superseded data were derived.
 KY1284
 KY1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF910078(NAD 83)
 KY1284_MARKER: DB = BENCH MARK DISK
 KY1284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1284_SP_SET: ABUTMENT
 KY1284_STAMPING: H 62 RESET 1947
 KY1284_MARK LOGO: CGS   
 KY1284_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1284
 KY1284  HISTORY     - Date     Condition        Report By
 KY1284  HISTORY     - 1947     MONUMENTED       CGS
 KY1284  HISTORY     - 19930819 GOOD             OHDT
 KY1284
 KY1284                          STATION DESCRIPTION
 KY1284
 KY1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KY1284'AT MINERVA.
 KY1284'AT MINERVA, STARK COUNTY, ON THE ALLIANCE BRANCH OF THE NEW
 KY1284'YORK CENTRAL RAILROAD, ABOUT 53 YARDS SOUTHWEST OF THE SOUTHWEST
 KY1284'CORNER OF THE STATION, AT THE WEST SIDE OF STEEL BRIDGE 41.48,
 KY1284'IN THE TOP OF THE NORTH ABUTMENT, ABOUT 3-1/2 YARDS WEST OF THE
 KY1284'WEST RAIL, AND ABOUT 5-3/4 FEET LOWER THAN THE TOP OF THE RAIL.
 KY1284'A STANDARD DISK STAMPED H 62 RESET 1947.
 KY1284
 KY1284                          STATION RECOVERY (1993)
 KY1284
 KY1284'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (SJ)
 KY1284'
 KY1284' 
 KY1284' ------ REPORT BY ODOT ----- YEAR -1993 ----- CONDITION - GOOD-----
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0820 ***********************************************************************
 KY0820  DESIGNATION -  H 63
 KY0820  PID         -  KY0820
 KY0820  STATE/COUNTY-  OH/JEFFERSON
 KY0820  USGS QUAD   -  SMITHFIELD (1984)
 KY0820
 KY0820                         *CURRENT SURVEY CONTROL
 KY0820  ___________________________________________________________________
 KY0820* NAD 83(1986)-  40 21 34.     (N)    080 52 13.     (W)     SCALED    
 KY0820* NAVD 88     -       300.231  (meters)     985.01   (feet)  ADJUSTED  
 KY0820  ___________________________________________________________________
 KY0820  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY0820  DYNAMIC HT  -         300.072 (meters)     984.49  (feet)  COMP
 KY0820  MODELED GRAV-     980,087.5   (mgal)                       NAVD 88
 KY0820
 KY0820  VERT ORDER  -  SECOND    CLASS 0
 KY0820
 KY0820.The horizontal coordinates were scaled from a topographic map and have
 KY0820.an estimated accuracy of +/- 6 seconds.
 KY0820
 KY0820.The orthometric height was determined by differential leveling
 KY0820.and adjusted by the National Geodetic Survey in June 1991..
 KY0820
 KY0820.The geoid height was determined by GEOID03.
 KY0820
 KY0820.The dynamic height is computed by dividing the NAVD 88
 KY0820.geopotential number by the normal gravity value computed on the
 KY0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0820.degrees latitude (g = 980.6199 gals.).
 KY0820
 KY0820.The modeled gravity was interpolated from observed gravity values.
 KY0820
 KY0820;                    North         East    Units  Estimated Accuracy
 KY0820;SPC OH N     -    78,230.      738,430.      MT  (+/- 180 meters Scaled)
 KY0820
 KY0820                          SUPERSEDED SURVEY CONTROL
 KY0820
 KY0820  NGVD 29 (??/??/92)  300.417  (m)          985.62   (f) ADJ UNCH    2 0
 KY0820
 KY0820.Superseded values are not recommended for survey control.
 KY0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0820.See file dsdata.txt to determine how the superseded data were derived.
 KY0820
 KY0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE110676(NAD 83)
 KY0820_MARKER: DB = BENCH MARK DISK
 KY0820_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0820_SP_SET: ABUTMENT
 KY0820_STAMPING: H 63 1934
 KY0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0820
 KY0820  HISTORY     - Date     Condition        Report By
 KY0820  HISTORY     - 1934     MONUMENTED       CGS
 KY0820  HISTORY     - 1936     GOOD             NGS
 KY0820
 KY0820                          STATION DESCRIPTION
 KY0820
 KY0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0820'1.2 MI W FROM UNIONPORT.
 KY0820'1.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0820'AT UNIONPORT, JEFFERSON COUNTY, 182 YARDS WEST OF BRIDGE NO. 62.56
 KY0820'OVER THE TRACK, 29 YARDS WEST OF POLE 62/10, AT BRIDGE NO. 62.68,
 KY0820'IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT, 9 YARDS NORTH OF
 KY0820'THE NORTH RAIL OF THE NORTH TRACK, AND LEVEL WITH THE TOP OF THE
 KY0820'RAIL.  A STANDARD DISK, STAMPED H 63 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1425 ***********************************************************************
 KY1425  DESIGNATION -  H 64
 KY1425  PID         -  KY1425
 KY1425  STATE/COUNTY-  OH/BELMONT
 KY1425  USGS QUAD   -  FAIRVIEW (1994)
 KY1425
 KY1425                         *CURRENT SURVEY CONTROL
 KY1425  ___________________________________________________________________
 KY1425* NAD 83(1986)-  40 03 40.     (N)    081 10 05.     (W)     SCALED    
 KY1425* NAVD 88     -       313.766  (meters)    1029.41   (feet)  POSTED    
 KY1425  ___________________________________________________________________
 KY1425  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY1425  DYNAMIC HT  -         313.590 (meters)    1028.84  (feet)  COMP
 KY1425  MODELED GRAV-     980,062.0   (mgal)                       NAVD 88
 KY1425
 KY1425  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY1425
 KY1425.The horizontal coordinates were scaled from a topographic map and have
 KY1425.an estimated accuracy of +/- 6 seconds.
 KY1425
 KY1425.The orthometric height was determined by differential leveling
 KY1425.and adjusted by the National Geodetic Survey in 1992..
 KY1425.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY1425.rate of 0.0 thru 1.0 mm/km.
 KY1425
 KY1425.The geoid height was determined by GEOID03.
 KY1425
 KY1425.The dynamic height is computed by dividing the NAVD 88
 KY1425.geopotential number by the normal gravity value computed on the
 KY1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1425.degrees latitude (g = 980.6199 gals.).
 KY1425
 KY1425.The modeled gravity was interpolated from observed gravity values.
 KY1425
 KY1425;                    North         East    Units  Estimated Accuracy
 KY1425;SPC OH S     -   229,660.      713,640.      MT  (+/- 180 meters Scaled)
 KY1425
 KY1425                          SUPERSEDED SURVEY CONTROL
 KY1425
 KY1425  NGVD 29 (??/??/92)  313.958  (m)         1030.04   (f) ADJ UNCH    2 0
 KY1425
 KY1425.Superseded values are not recommended for survey control.
 KY1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1425.See file dsdata.txt to determine how the superseded data were derived.
 KY1425
 KY1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME856345(NAD 83)
 KY1425_MARKER: DB = BENCH MARK DISK
 KY1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1425_STAMPING: H 64 1934
 KY1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1425+STABILITY: SURFACE MOTION
 KY1425
 KY1425  HISTORY     - Date     Condition        Report By
 KY1425  HISTORY     - 1934     MONUMENTED       CGS
 KY1425  HISTORY     - 1962     GOOD             OHDT
 KY1425
 KY1425                          STATION DESCRIPTION
 KY1425
 KY1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1425'AT HENDRYSBURG.
 KY1425'AT HENDRYSBURG, BELMONT COUNTY, ON U.S. HIGHWAY 40, 6 YARDS
 KY1425'SOUTHEAST OF THE SOUTHEAST CORNER OF THE POST OFFICE, 8 YARDS
 KY1425'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF A
 KY1425'CONCRETE SIDEWALK, AND ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.
 KY1425'A STANDARD DISK, STAMPED H 64 1934 AND SET IN THE TOP OF A
 KY1425'CONCRETE POST.
 KY1425
 KY1425                          STATION RECOVERY (1962)
 KY1425
 KY1425'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1962
 KY1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1665 ***********************************************************************
 JY1665  DESIGNATION -  H 64
 JY1665  PID         -  JY1665
 JY1665  STATE/COUNTY-  OH/FRANKLIN
 JY1665  USGS QUAD   -  LOCKBOURNE (1992)
 JY1665
 JY1665                         *CURRENT SURVEY CONTROL
 JY1665  ___________________________________________________________________
 JY1665* NAD 83(1995)-  39 47 55.60156(N)    082 53 44.80299(W)     ADJUSTED  
 JY1665* NAVD 88     -       222.09   (+/-2cm)     728.6    (feet)  VERTCON   
 JY1665  ___________________________________________________________________
 JY1665  X           -     606,893.868 (meters)                     COMP
 JY1665  Y           -  -4,869,509.950 (meters)                     COMP
 JY1665  Z           -   4,060,965.603 (meters)                     COMP
 JY1665  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 JY1665  ELLIP HEIGHT-         187.99  (meters)          (10/07/05) GPS OBS
 JY1665  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY1665
 JY1665  HORZ ORDER  -  FIRST
 JY1665  VERT ORDER  -  THIRD ? (See Below)
 JY1665  ELLP ORDER  -  FOURTH    CLASS I
 JY1665
 JY1665.The horizontal coordinates were established by GPS observations
 JY1665.and adjusted by the National Geodetic Survey in April 1998..
 JY1665
 JY1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1665.The vertical order pertains to the NGVD 29 superseded value.
 JY1665
 JY1665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1665
 JY1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1665
 JY1665.The ellipsoidal height was determined by GPS observations
 JY1665.and is referenced to NAD 83.
 JY1665
 JY1665.The geoid height was determined by GEOID03.
 JY1665
 JY1665;                    North         East     Units Scale Factor Converg.
 JY1665;SPC OH S     -   199,765.514   566,105.339   MT  0.99996201   -0 15 04.1
 JY1665;UTM  17      - 4,407,143.015   337,697.500   MT  0.99992431   -1 12 49.5
 JY1665
 JY1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1665!SPC OH S     -   0.99997051  x   0.99996201  =   0.99993252
 JY1665!UTM  17      -   0.99997051  x   0.99992431  =   0.99989482
 JY1665
 JY1665                          SUPERSEDED SURVEY CONTROL
 JY1665
 JY1665  ELLIP H (04/01/98)  188.00   (m)                       GP(       ) 4 1
 JY1665  NAD 83(1986)-  39 47 55.60818(N)    082 53 44.80507(W) AD(       ) 1
 JY1665  NGVD 29 (09/26/89)  222.26   (m)          729.2    (f) LEVELING    3  
 JY1665
 JY1665.Superseded values are not recommended for survey control.
 JY1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1665.See file dsdata.txt to determine how the superseded data were derived.
 JY1665
 JY1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3769807143(NAD 83)
 JY1665_MARKER: DB = BENCH MARK DISK
 JY1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1665_STAMPING: H-64 1984
 JY1665_MARK LOGO: OH-049
 JY1665_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1665+STABILITY: SURFACE MOTION
 JY1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1665+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1665
 JY1665  HISTORY     - Date     Condition        Report By
 JY1665  HISTORY     - 1984     MONUMENTED       OH-049
 JY1665  HISTORY     - 1987     GOOD             AEROS
 JY1665
 JY1665                          STATION DESCRIPTION
 JY1665
 JY1665'DESCRIBED BY AERO SERVICE CORPORATION 1987 (TJA)
 JY1665'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 JY1665'WEST-SOUTHWEST OF LITHOPOLIS,
 JY1665'3.5 KM (2.2 MI) SOUTH OF GROVEPORT,
 JY1665'1.6 KM (1.0 MI) EAST OF THE RICKENBACKER NATIONAL GUARD AIR BASE.
 JY1665'OWNERSHIP--FRANKLIN COUNTY.
 JY1665'
 JY1665'TO REACH THE STATION FROM THE INTERSECTION OF THE LONDON-LANCASTER
 JY1665'ROAD AND PONTIUS ROAD IN MADISON TOWNSHIP, GO
 JY1665'EAST FOR 0.3 KM (0.2 MI) ON THE LONDON-LANCASTER ROAD TO THE
 JY1665'STATION ON THE LEFT AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 JY1665'THE LONDON-LANCASTER ROAD AND THE DRIVE ENTRANCE TO HOPEWELL ACRES
 JY1665'FARM AND TO HOUSE NUMBER 4462.
 JY1665'
 JY1665'THE STATION IS A FRANKLIN CO. ENGINEER BENCH MARK DISK
 JY1665'STAMPED---H-64 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 JY1665'MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 2.3 METERS
 JY1665'(7.6 FT) SOUTH-SOUTHWEST FROM A FENCE POST AT THE SOUTH END OF A
 JY1665'NORTH-SOUTH FENCE LINE, 7.7 METERS (25.4 FT) EAST FROM A FENCE POST
 JY1665'AT THE EAST END OF AN EAST-WEST FENCE LINE, 1.3 METERS (4.4 FT)
 JY1665'NORTH-NORTHEAST FROM A WOOD POWER POLE, 11.2 METERS (36.6 FT)
 JY1665'WEST-SOUTHWEST FROM A POWER POLE ON THE EAST SIDE OF A DRIVEWAY TO
 JY1665'A FARM,
 JY1665'0.6 METERS (2 FT) SOUTH FROM A FRANKLIN COUNTY ENGINEER WITNESS
 JY1665'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1351 ***********************************************************************
 KY1351  DESIGNATION -  H 64 X
 KY1351  PID         -  KY1351
 KY1351  STATE/COUNTY-  OH/TUSCARAWAS
 KY1351  USGS QUAD   -  TIPPECANOE (1994)
 KY1351
 KY1351                         *CURRENT SURVEY CONTROL
 KY1351  ___________________________________________________________________
 KY1351* NAD 83(1986)-  40 19 04.     (N)    081 18 41.     (W)     SCALED    
 KY1351* NAVD 88     -       262.978  (meters)     862.79   (feet)  ADJUSTED  
 KY1351  ___________________________________________________________________
 KY1351  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KY1351  DYNAMIC HT  -         262.841 (meters)     862.34  (feet)  COMP
 KY1351  MODELED GRAV-     980,097.9   (mgal)                       NAVD 88
 KY1351
 KY1351  VERT ORDER  -  SECOND    CLASS 0
 KY1351
 KY1351.The horizontal coordinates were scaled from a topographic map and have
 KY1351.an estimated accuracy of +/- 6 seconds.
 KY1351
 KY1351.The orthometric height was determined by differential leveling
 KY1351.and adjusted by the National Geodetic Survey in June 1991..
 KY1351
 KY1351.The geoid height was determined by GEOID03.
 KY1351
 KY1351.The dynamic height is computed by dividing the NAVD 88
 KY1351.geopotential number by the normal gravity value computed on the
 KY1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1351.degrees latitude (g = 980.6199 gals.).
 KY1351
 KY1351.The modeled gravity was interpolated from observed gravity values.
 KY1351
 KY1351;                    North         East    Units  Estimated Accuracy
 KY1351;SPC OH N     -    72,990.      701,030.      MT  (+/- 180 meters Scaled)
 KY1351
 KY1351                          SUPERSEDED SURVEY CONTROL
 KY1351
 KY1351  NGVD 29 (??/??/92)  263.175  (m)          863.43   (f) ADJ UNCH    2 0
 KY1351
 KY1351.Superseded values are not recommended for survey control.
 KY1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1351.See file dsdata.txt to determine how the superseded data were derived.
 KY1351
 KY1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME735630(NAD 83)
 KY1351_MARKER: DB = BENCH MARK DISK
 KY1351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1351_SP_SET: ABUTMENT
 KY1351_STAMPING: H 64 X 1934
 KY1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1351
 KY1351  HISTORY     - Date     Condition        Report By
 KY1351  HISTORY     - 1934     MONUMENTED       CGS
 KY1351
 KY1351                          STATION DESCRIPTION
 KY1351
 KY1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KY1351'0.8 MI S FROM STILLWATER.
 KY1351'0.8 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY1351'STATION AT STILLWATER, TUSCARAWAS COUNTY, 26 YARDS SOUTHWEST OF
 KY1351'THE CENTER OF THE CROSSING OF STATE HIGHWAY 8, AT BRIDGE 18
 KY1351'OVER STILLWATER CREEK, IN THE TOP OF THE WEST END OF THE
 KY1351'NORTH ABUTMENT, 6 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT
 KY1351'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 KY1351'H 64 X 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1462 ***********************************************************************
 JX1462  DESIGNATION -  H 65
 JX1462  PID         -  JX1462
 JX1462  STATE/COUNTY-  OH/NOBLE
 JX1462  USGS QUAD   -  CALDWELL SOUTH (1994)
 JX1462
 JX1462                         *CURRENT SURVEY CONTROL
 JX1462  ___________________________________________________________________
 JX1462* NAD 83(1986)-  39 44 48.     (N)    081 31 18.     (W)     SCALED    
 JX1462* NAVD 88     -       226.501  (meters)     743.11   (feet)  ADJUSTED  
 JX1462  ___________________________________________________________________
 JX1462  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JX1462  DYNAMIC HT  -         226.370 (meters)     742.68  (feet)  COMP
 JX1462  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 JX1462
 JX1462  VERT ORDER  -  SECOND    CLASS 0
 JX1462
 JX1462.The horizontal coordinates were scaled from a topographic map and have
 JX1462.an estimated accuracy of +/- 6 seconds.
 JX1462
 JX1462.The orthometric height was determined by differential leveling
 JX1462.and adjusted by the National Geodetic Survey in June 1991..
 JX1462
 JX1462.The geoid height was determined by GEOID03.
 JX1462
 JX1462.The dynamic height is computed by dividing the NAVD 88
 JX1462.geopotential number by the normal gravity value computed on the
 JX1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1462.degrees latitude (g = 980.6199 gals.).
 JX1462
 JX1462.The modeled gravity was interpolated from observed gravity values.
 JX1462
 JX1462;                    North         East    Units  Estimated Accuracy
 JX1462;SPC OH S     -   194,360.      683,850.      MT  (+/- 180 meters Scaled)
 JX1462
 JX1462                          SUPERSEDED SURVEY CONTROL
 JX1462
 JX1462  NGVD 29 (??/??/92)  226.673  (m)          743.68   (f) ADJ UNCH    2 0
 JX1462
 JX1462.Superseded values are not recommended for survey control.
 JX1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1462.See file dsdata.txt to determine how the superseded data were derived.
 JX1462
 JX1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD553997(NAD 83)
 JX1462_MARKER: DB = BENCH MARK DISK
 JX1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1462_STAMPING: H 65 1934
 JX1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1462+STABILITY: SURFACE MOTION
 JX1462
 JX1462  HISTORY     - Date     Condition        Report By
 JX1462  HISTORY     - 1934     MONUMENTED       CGS
 JX1462  HISTORY     - 1942     GOOD             NGS
 JX1462  HISTORY     - 1962     GOOD             LOCENG
 JX1462
 JX1462                          STATION DESCRIPTION
 JX1462
 JX1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JX1462'AT CALDWELL.
 JX1462'AT CALDWELL, NOBLE COUNTY, ON THE PENNSYLVANIA RAILROAD, 16
 JX1462'YARDS NORTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 23
 JX1462'YARDS SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 78, 9 YARDS
 JX1462'WEST OF THE WEST RAIL, 3 YARDS SOUTH OF A POLE, AND ABOUT 5 FEET
 JX1462'ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED H 65 1934
 JX1462'AND SET IN THE TOP OF A CONCRETE POST.
 JX1462
 JX1462                          STATION RECOVERY (1962)
 JX1462
 JX1462'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 JX1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0010 ***********************************************************************
 JY0010  DESIGNATION -  H 67
 JY0010  PID         -  JY0010
 JY0010  STATE/COUNTY-  OH/PERRY
 JY0010  USGS QUAD   -  DEAVERTOWN (1995)
 JY0010
 JY0010                         *CURRENT SURVEY CONTROL
 JY0010  ___________________________________________________________________
 JY0010* NAD 83(1986)-  39 41 02.     (N)    082 03 30.     (W)     SCALED    
 JY0010* NAVD 88     -       258.495  (meters)     848.08   (feet)  ADJUSTED  
 JY0010  ___________________________________________________________________
 JY0010  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY0010  DYNAMIC HT  -         258.348 (meters)     847.60  (feet)  COMP
 JY0010  MODELED GRAV-     980,051.7   (mgal)                       NAVD 88
 JY0010
 JY0010  VERT ORDER  -  SECOND    CLASS 0
 JY0010
 JY0010.The horizontal coordinates were scaled from a topographic map and have
 JY0010.an estimated accuracy of +/- 6 seconds.
 JY0010
 JY0010.The orthometric height was determined by differential leveling
 JY0010.and adjusted by the National Geodetic Survey in June 1991..
 JY0010
 JY0010.The geoid height was determined by GEOID03.
 JY0010
 JY0010.The dynamic height is computed by dividing the NAVD 88
 JY0010.geopotential number by the normal gravity value computed on the
 JY0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0010.degrees latitude (g = 980.6199 gals.).
 JY0010
 JY0010.The modeled gravity was interpolated from observed gravity values.
 JY0010
 JY0010;                    North         East    Units  Estimated Accuracy
 JY0010;SPC OH S     -   187,030.      637,890.      MT  (+/- 180 meters Scaled)
 JY0010
 JY0010                          SUPERSEDED SURVEY CONTROL
 JY0010
 JY0010  NGVD 29 (??/??/92)  258.716  (m)          848.80   (f) ADJ UNCH    2 0
 JY0010
 JY0010.Superseded values are not recommended for survey control.
 JY0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0010.See file dsdata.txt to determine how the superseded data were derived.
 JY0010
 JY0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD092932(NAD 83)
 JY0010_MARKER: DB = BENCH MARK DISK
 JY0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0010_STAMPING: H 67 1934
 JY0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0010+STABILITY: SURFACE MOTION
 JY0010
 JY0010  HISTORY     - Date     Condition        Report By
 JY0010  HISTORY     - 1934     MONUMENTED       CGS
 JY0010  HISTORY     - 1960     MARK NOT FOUND   USGS
 JY0010
 JY0010                          STATION DESCRIPTION
 JY0010
 JY0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY0010'AT SAYRE.
 JY0010'AT SAYRE, PERRY COUNTY, ON STATE HIGHWAY 37, 55 YARDS EAST OF
 JY0010'THE WEST CORPORATE LIMITS, 31 YARDS NORTH OF THE NORTHEAST CORNER
 JY0010'OF THE NEW YORK CENTRAL RAILROAD STATION, 14 YARDS SOUTHEAST OF
 JY0010'THE SOUTHEAST CORNER OF THE H.C. WISE HOUSE, AT THE RAILROAD
 JY0010'CROSSING, 27 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 27
 JY0010'FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE TRACK.  A
 JY0010'STANDARD DISK, STAMPED H 67 1934 AND SET IN THE TOP OF A
 JY0010'CONCRETE POST.
 JY0010
 JY0010                          STATION RECOVERY (1960)
 JY0010
 JY0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JY0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0113 ***********************************************************************
 JY0113  DESIGNATION -  H 68
 JY0113  PID         -  JY0113
 JY0113  STATE/COUNTY-  OH/FAIRFIELD
 JY0113  USGS QUAD   -  BREMEN (1992)
 JY0113
 JY0113                         *CURRENT SURVEY CONTROL
 JY0113  ___________________________________________________________________
 JY0113* NAD 83(1986)-  39 42 15.     (N)    082 25 36.     (W)     SCALED    
 JY0113* NAVD 88     -       242.809  (meters)     796.62   (feet)  ADJUSTED  
 JY0113  ___________________________________________________________________
 JY0113  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 JY0113  DYNAMIC HT  -         242.668 (meters)     796.15  (feet)  COMP
 JY0113  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 JY0113
 JY0113  VERT ORDER  -  SECOND    CLASS 0
 JY0113
 JY0113.The horizontal coordinates were scaled from a topographic map and have
 JY0113.an estimated accuracy of +/- 6 seconds.
 JY0113
 JY0113.The orthometric height was determined by differential leveling
 JY0113.and adjusted by the National Geodetic Survey in June 1991..
 JY0113
 JY0113.The geoid height was determined by GEOID03.
 JY0113
 JY0113.The dynamic height is computed by dividing the NAVD 88
 JY0113.geopotential number by the normal gravity value computed on the
 JY0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0113.degrees latitude (g = 980.6199 gals.).
 JY0113
 JY0113.The modeled gravity was interpolated from observed gravity values.
 JY0113
 JY0113;                    North         East    Units  Estimated Accuracy
 JY0113;SPC OH S     -   189,190.      606,290.      MT  (+/- 180 meters Scaled)
 JY0113
 JY0113                          SUPERSEDED SURVEY CONTROL
 JY0113
 JY0113  NGVD 29 (??/??/92)  243.048  (m)          797.40   (f) ADJ UNCH    2 0
 JY0113
 JY0113.Superseded values are not recommended for survey control.
 JY0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0113.See file dsdata.txt to determine how the superseded data were derived.
 JY0113
 JY0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD776958(NAD 83)
 JY0113_MARKER: DB = BENCH MARK DISK
 JY0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0113_STAMPING: H 68 1934
 JY0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0113+STABILITY: SURFACE MOTION
 JY0113
 JY0113  HISTORY     - Date     Condition        Report By
 JY0113  HISTORY     - 1934     MONUMENTED       CGS
 JY0113  HISTORY     - 1954     GOOD             NGS
 JY0113
 JY0113                          STATION DESCRIPTION
 JY0113
 JY0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0113'AT BREMEN.
 JY0113'AT BREMEN, FAIRFIELD COUNTY, 0.3 MILE WEST OF THE NORTHEAST
 JY0113'CORNER OF THE NEW YORK CENTRAL RAILROAD STATION, 155 FEET EAST OF
 JY0113'THE NORTHEAST CORNER OF AN AMERICAN LEGION BUILDING, 72 FEET
 JY0113'SOUTH OF THE CENTER OF THE CROSSING OF A STREET WITH THE SOUTH
 JY0113'RAIL OF THE SOUTH TRACK, 42 FEET SOUTH OF A POLE, 12 FEET NORTH OF
 JY0113'AN ELM TREE, 12.5 FEET WEST OF THE WEST CURB OF THE MAIN STREET,
 JY0113'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JY0113'H 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0092 ***********************************************************************
 JY0092  DESIGNATION -  H 69
 JY0092  PID         -  JY0092
 JY0092  STATE/COUNTY-  OH/HOCKING
 JY0092  USGS QUAD   -  LOGAN (1992)
 JY0092
 JY0092                         *CURRENT SURVEY CONTROL
 JY0092  ___________________________________________________________________
 JY0092* NAD 83(1986)-  39 33 32.     (N)    082 28 09.     (W)     SCALED    
 JY0092* NAVD 88     -       227.982  (meters)     747.97   (feet)  ADJUSTED  
 JY0092  ___________________________________________________________________
 JY0092  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JY0092  DYNAMIC HT  -         227.847 (meters)     747.53  (feet)  COMP
 JY0092  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 JY0092
 JY0092  VERT ORDER  -  SECOND    CLASS 0
 JY0092
 JY0092.The horizontal coordinates were scaled from a topographic map and have
 JY0092.an estimated accuracy of +/- 6 seconds.
 JY0092
 JY0092.The orthometric height was determined by differential leveling
 JY0092.and adjusted by the National Geodetic Survey in June 1991..
 JY0092.WARNING-Repeat measurements at this control monument indicate possible
 JY0092.vertical movement.
 JY0092
 JY0092.The geoid height was determined by GEOID03.
 JY0092
 JY0092.The dynamic height is computed by dividing the NAVD 88
 JY0092.geopotential number by the normal gravity value computed on the
 JY0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0092.degrees latitude (g = 980.6199 gals.).
 JY0092
 JY0092.The modeled gravity was interpolated from observed gravity values.
 JY0092
 JY0092;                    North         East    Units  Estimated Accuracy
 JY0092;SPC OH S     -   173,060.      602,650.      MT  (+/- 180 meters Scaled)
 JY0092
 JY0092                          SUPERSEDED SURVEY CONTROL
 JY0092
 JY0092  NGVD 29 (??/??/92)  228.106  (m)          748.38   (f) ADJ UNCH    2 0
 JY0092
 JY0092.Superseded values are not recommended for survey control.
 JY0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0092.See file dsdata.txt to determine how the superseded data were derived.
 JY0092
 JY0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD737798(NAD 83)
 JY0092_MARKER: DB = BENCH MARK DISK
 JY0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0092_STAMPING: H 69 1934
 JY0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0092+STABILITY: SURFACE MOTION
 JY0092
 JY0092  HISTORY     - Date     Condition        Report By
 JY0092  HISTORY     - 1934     MONUMENTED       CGS
 JY0092  HISTORY     - 1936     GOOD             NGS
 JY0092  HISTORY     - 19881220 MARK NOT FOUND   USPSQD
 JY0092
 JY0092                          STATION DESCRIPTION
 JY0092
 JY0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JY0092'0.5 MI E FROM ENTERPRISE.
 JY0092'0.5 MILE EAST ALONG OLD STATE HIGHWAY 31 FROM THE CHESAPEAKE AND
 JY0092'OHIO RAILWAY STATION AT ENTERPRISE, HOCKING COUNTY, 56 YARDS WEST
 JY0092'OF A BRIDGE, 46 YARDS SOUTH OF THE SOUTHEAST CORNER OF A WHITE
 JY0092'FARMHOUSE, 18 YARDS WEST OF THE SOUTHWEST CORNER OF A PRIVATE
 JY0092'GARAGE, 35.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 JY0092'EAST OF A POLE, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 JY0092'A STANDARD DISK, STAMPED H 69 1934 AND SET IN THE TOP OF A CONCRETE
 JY0092'POST PROJECTING 5 INCHES ABOVE GROUND.
 JY0092
 JY0092                          STATION RECOVERY (1988)
 JY0092
 JY0092'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JY0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0566 ***********************************************************************
 MB0566  DESIGNATION -  H 7
 MB0566  PID         -  MB0566
 MB0566  STATE/COUNTY-  OH/TRUMBULL
 MB0566  USGS QUAD   -  GIRARD (1994)
 MB0566
 MB0566                         *CURRENT SURVEY CONTROL
 MB0566  ___________________________________________________________________
 MB0566* NAD 83(1986)-  41 09 30.     (N)    080 42 44.     (W)     SCALED    
 MB0566* NAVD 88     -       268.027  (meters)     879.35   (feet)  ADJUSTED  
 MB0566  ___________________________________________________________________
 MB0566  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0566  DYNAMIC HT  -         267.906 (meters)     878.95  (feet)  COMP
 MB0566  MODELED GRAV-     980,164.6   (mgal)                       NAVD 88
 MB0566
 MB0566  VERT ORDER  -  FIRST     CLASS II
 MB0566
 MB0566.The horizontal coordinates were scaled from a topographic map and have
 MB0566.an estimated accuracy of +/- 6 seconds.
 MB0566
 MB0566.The orthometric height was determined by differential leveling
 MB0566.and adjusted by the National Geodetic Survey in June 1991..
 MB0566
 MB0566.The geoid height was determined by GEOID03.
 MB0566
 MB0566.The dynamic height is computed by dividing the NAVD 88
 MB0566.geopotential number by the normal gravity value computed on the
 MB0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0566.degrees latitude (g = 980.6199 gals.).
 MB0566
 MB0566.The modeled gravity was interpolated from observed gravity values.
 MB0566
 MB0566;                    North         East    Units  Estimated Accuracy
 MB0566;SPC OH N     -   167,180.      750,040.      MT  (+/- 180 meters Scaled)
 MB0566
 MB0566                          SUPERSEDED SURVEY CONTROL
 MB0566
 MB0566  NGVD 29 (??/??/92)  268.210  (m)          879.95   (f) ADJ UNCH    1 2
 MB0566
 MB0566.Superseded values are not recommended for survey control.
 MB0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0566.See file dsdata.txt to determine how the superseded data were derived.
 MB0566
 MB0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF241563(NAD 83)
 MB0566_MARKER: Q = CHISELED SQUARE
 MB0566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0566_SP_SET: CULVERT
 MB0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0566
 MB0566  HISTORY     - Date     Condition        Report By
 MB0566  HISTORY     - 1900     MONUMENTED       CGS
 MB0566  HISTORY     - 1950     GOOD             NGS
 MB0566  HISTORY     - 19930930 MARK NOT FOUND   OHDT
 MB0566
 MB0566                          STATION DESCRIPTION
 MB0566
 MB0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0566'0.3 MI N FROM GIRARD.
 MB0566'ABOUT 0.3 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB0566'THE LIBERTY STREET BRIDGE AT GIRARD, AT MILE-POST 81-29.  IT
 MB0566'IS IN THE TOP AND CENTER OF A 3 FOOT TILE CULVERT AND 20.5 FEET
 MB0566'SOUTHWEST OF THE SOUTHWEST RAIL.  A 2 INCH OUTLINED SQUARE AND
 MB0566'IS ABOUT 6 FEET LOWER THAN THE TRACK.  NOTE-- THIS MARK IS ALONG
 MB0566'THE NEW B. AND O. TRACKS WEST OF THE MAHONING RIVER.  (ACROSS
 MB0566'THE RIVER FROM GIRARD)
 MB0566
 MB0566                          STATION RECOVERY (1993)
 MB0566
 MB0566'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0566'-----REPORT BY ODOT---------YEAR 1993-------CONDITION NOT FOUND
 MB0566' 
 MB0566'TRACKS HAVE BEEN REDONE, UNABLE TO FIND A 3' CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1184 ***********************************************************************
 JX1184  DESIGNATION -  H 70
 JX1184  PID         -  JX1184
 JX1184  STATE/COUNTY-  OH/ATHENS
 JX1184  USGS QUAD   -  AMESVILLE (1994)
 JX1184
 JX1184                         *CURRENT SURVEY CONTROL
 JX1184  ___________________________________________________________________
 JX1184* NAD 83(1986)-  39 26 10.     (N)    081 54 41.     (W)     SCALED    
 JX1184* NAVD 88     -       198.903  (meters)     652.57   (feet)  ADJUSTED  
 JX1184  ___________________________________________________________________
 JX1184  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JX1184  DYNAMIC HT  -         198.785 (meters)     652.18  (feet)  COMP
 JX1184  MODELED GRAV-     980,028.6   (mgal)                       NAVD 88
 JX1184
 JX1184  VERT ORDER  -  SECOND    CLASS 0
 JX1184
 JX1184.The horizontal coordinates were scaled from a topographic map and have
 JX1184.an estimated accuracy of +/- 6 seconds.
 JX1184
 JX1184.The orthometric height was determined by differential leveling
 JX1184.and adjusted by the National Geodetic Survey in June 1991..
 JX1184
 JX1184.The geoid height was determined by GEOID03.
 JX1184
 JX1184.The dynamic height is computed by dividing the NAVD 88
 JX1184.geopotential number by the normal gravity value computed on the
 JX1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1184.degrees latitude (g = 980.6199 gals.).
 JX1184
 JX1184.The modeled gravity was interpolated from observed gravity values.
 JX1184
 JX1184;                    North         East    Units  Estimated Accuracy
 JX1184;SPC OH S     -   159,590.      650,670.      MT  (+/- 180 meters Scaled)
 JX1184
 JX1184                          SUPERSEDED SURVEY CONTROL
 JX1184
 JX1184  NGVD 29 (??/??/92)  199.083  (m)          653.16   (f) ADJ UNCH    2 0
 JX1184
 JX1184.Superseded values are not recommended for survey control.
 JX1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1184.See file dsdata.txt to determine how the superseded data were derived.
 JX1184
 JX1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD215655(NAD 83)
 JX1184_MARKER: DB = BENCH MARK DISK
 JX1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1184_STAMPING: H 70 1934
 JX1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1184+STABILITY: SURFACE MOTION
 JX1184
 JX1184  HISTORY     - Date     Condition        Report By
 JX1184  HISTORY     - 1934     MONUMENTED       CGS
 JX1184  HISTORY     - 1988     GOOD             USPSQD
 JX1184
 JX1184                          STATION DESCRIPTION
 JX1184
 JX1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JX1184'3.3 MI N FROM AMESVILLE.
 JX1184'3.3 MILES NORTH ALONG U.S. HIGHWAY 50 ALT FROM THE POST OFFICE
 JX1184'AT AMESVILLE, ATHENS COUNTY, 175 YARDS NORTHEAST OF THE
 JX1184'NORTHEAST CORNER OF A FRAME CHURCH AT SHAPRSBURG, 115 YARDS
 JX1184'NORTHWEST OF THE NORTHWEST CORNER OF A SOHIO SERVICE STATION,
 JX1184'ABOUT 150 FEET NORTH OF THE JUNCTION OF STATE HIGHWAY 377, 138
 JX1184'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 50, 33 FEET WEST OF
 JX1184'THE CENTERLINE OF STATE HIGHWAY 377, 6 FEET NORTH OF THE
 JX1184'SOUTHEAST CORNER OF A FENCE, AND ABOUT 2 FEET LOWER THAN THE
 JX1184'ROADWAY.  A STANDARD DISK, STAMPED H 70 1934 AND SET IN THE TOP
 JX1184'OF A CONCRETE POST.
 JX1184
 JX1184                          STATION RECOVERY (1988)
 JX1184
 JX1184'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1105 ***********************************************************************
 HY1105  DESIGNATION -  H 72
 HY1105  PID         -  HY1105
 HY1105  STATE/COUNTY-  OH/SCIOTO
 HY1105  USGS QUAD   -  MINFORD (1990)
 HY1105
 HY1105                         *CURRENT SURVEY CONTROL
 HY1105  ___________________________________________________________________
 HY1105* NAD 83(1986)-  38 46 31.     (N)    082 49 17.     (W)     SCALED    
 HY1105* NAVD 88     -       176.340  (meters)     578.54   (feet)  ADJUSTED  
 HY1105  ___________________________________________________________________
 HY1105  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 HY1105  DYNAMIC HT  -         176.228 (meters)     578.17  (feet)  COMP
 HY1105  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 HY1105
 HY1105  VERT ORDER  -  SECOND    CLASS 0
 HY1105
 HY1105.The horizontal coordinates were scaled from a topographic map and have
 HY1105.an estimated accuracy of +/- 6 seconds.
 HY1105
 HY1105.The orthometric height was determined by differential leveling
 HY1105.and adjusted by the National Geodetic Survey in June 1991..
 HY1105
 HY1105.The geoid height was determined by GEOID03.
 HY1105
 HY1105.The dynamic height is computed by dividing the NAVD 88
 HY1105.geopotential number by the normal gravity value computed on the
 HY1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1105.degrees latitude (g = 980.6199 gals.).
 HY1105
 HY1105.The modeled gravity was interpolated from observed gravity values.
 HY1105
 HY1105;                    North         East    Units  Estimated Accuracy
 HY1105;SPC OH S     -    86,120.      572,070.      MT  (+/- 180 meters Scaled)
 HY1105
 HY1105                          SUPERSEDED SURVEY CONTROL
 HY1105
 HY1105  NGVD 29 (??/??/92)  176.517  (m)          579.12   (f) ADJ UNCH    2 0
 HY1105
 HY1105.Superseded values are not recommended for survey control.
 HY1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1105.See file dsdata.txt to determine how the superseded data were derived.
 HY1105
 HY1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC417934(NAD 83)
 HY1105_MARKER: DB = BENCH MARK DISK
 HY1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1105_STAMPING: H 72 1934
 HY1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1105+STABILITY: SURFACE MOTION
 HY1105
 HY1105  HISTORY     - Date     Condition        Report By
 HY1105  HISTORY     - 1934     MONUMENTED       CGS
 HY1105  HISTORY     - 1958     GOOD             NGS
 HY1105
 HY1105                          STATION DESCRIPTION
 HY1105
 HY1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY1105'1.6 MI NE FROM SLOCUM.
 HY1105'ABOUT 1.55 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1105'FROM ITS CROSSING OF STATE HIGHWAY 140 AT SLOCUM, IN SECTION 35,
 HY1105'T 4N, R 20W, NEAR MILEAGE POLE 45-11, AT A GRAVEL ROAD CROSSING,
 HY1105'44 FEET WEST OF WEST RAIL, 29 FEET NORTH OF THE CENTER LINE OF THE
 HY1105'ROAD, 60 FEET NORTHWEST OF THE CENTER LINE OF THE CROSSING,
 HY1105'126 FEET SOUTH OF THE MILEAGE POLE, 13 FEET NORTH OF A FENCE
 HY1105'CORNER, 1 1/2 FEET EAST OF THE NORTH-SOUTH FENCE LINE, ABOUT 1
 HY1105'FOOT ABOVE THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE
 HY1105'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1045 ***********************************************************************
 JY1045  DESIGNATION -  H 74
 JY1045  PID         -  JY1045
 JY1045  STATE/COUNTY-  OH/HIGHLAND
 JY1045  USGS QUAD   -  NEW MARKET (1986)
 JY1045
 JY1045                         *CURRENT SURVEY CONTROL
 JY1045  ___________________________________________________________________
 JY1045* NAD 83(1986)-  39 08 15.     (N)    083 41 53.     (W)     SCALED    
 JY1045* NAVD 88     -       331.620  (meters)    1087.99   (feet)  ADJUSTED  
 JY1045  ___________________________________________________________________
 JY1045  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JY1045  DYNAMIC HT  -         331.417 (meters)    1087.32  (feet)  COMP
 JY1045  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 JY1045
 JY1045  VERT ORDER  -  SECOND    CLASS 0
 JY1045
 JY1045.The horizontal coordinates were scaled from a topographic map and have
 JY1045.an estimated accuracy of +/- 6 seconds.
 JY1045
 JY1045.The orthometric height was determined by differential leveling
 JY1045.and adjusted by the National Geodetic Survey in June 1991..
 JY1045
 JY1045.The geoid height was determined by GEOID03.
 JY1045
 JY1045.The dynamic height is computed by dividing the NAVD 88
 JY1045.geopotential number by the normal gravity value computed on the
 JY1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1045.degrees latitude (g = 980.6199 gals.).
 JY1045
 JY1045.The modeled gravity was interpolated from observed gravity values.
 JY1045
 JY1045;                    North         East    Units  Estimated Accuracy
 JY1045;SPC OH S     -   126,970.      496,430.      MT  (+/- 180 meters Scaled)
 JY1045
 JY1045                          SUPERSEDED SURVEY CONTROL
 JY1045
 JY1045  NGVD 29 (??/??/92)  331.794  (m)         1088.56   (f) ADJ UNCH    2 0
 JY1045
 JY1045.Superseded values are not recommended for survey control.
 JY1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1045.See file dsdata.txt to determine how the superseded data were derived.
 JY1045
 JY1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD668355(NAD 83)
 JY1045_MARKER: R = RIVET
 JY1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1045_STAMPING: H 74 1934
 JY1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1045+STABILITY: SURFACE MOTION
 JY1045
 JY1045  HISTORY     - Date     Condition        Report By
 JY1045  HISTORY     - 1934     MONUMENTED       CGS
 JY1045
 JY1045                          STATION DESCRIPTION
 JY1045
 JY1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JY1045'2 MI N FROM EAST DANVILLE.
 JY1045'2.0 MILE NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY1045'STATION AT EAST DANVILLE, HIGHLAND COUNTY, 36 YARDS NORTHEAST
 JY1045'OF THE NEW MARKET FLAG STOP, 308 YARDS NORTH OF MILEPOST S 11,
 JY1045'44 FEET NORTHEAST OF THE EAST RAIL AT THE CROSSING OF THE
 JY1045'CENTERLINE OF A PAVED ROAD, 22 FEET EAST OF THE EAST RAIL, AND
 JY1045'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED H 74 1934 AND
 JY1045'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0980 ***********************************************************************
 JY0980  DESIGNATION -  H 75
 JY0980  PID         -  JY0980
 JY0980  STATE/COUNTY-  OH/ROSS
 JY0980  USGS QUAD   -  BAINBRIDGE (1979)
 JY0980
 JY0980                         *CURRENT SURVEY CONTROL
 JY0980  ___________________________________________________________________
 JY0980* NAD 83(1986)-  39 13 54.     (N)    083 16 18.     (W)     SCALED    
 JY0980* NAVD 88     -       220.977  (meters)     724.99   (feet)  ADJUSTED  
 JY0980  ___________________________________________________________________
 JY0980  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JY0980  DYNAMIC HT  -         220.846 (meters)     724.56  (feet)  COMP
 JY0980  MODELED GRAV-     980,028.1   (mgal)                       NAVD 88
 JY0980
 JY0980  VERT ORDER  -  SECOND    CLASS 0
 JY0980
 JY0980.The horizontal coordinates were scaled from a topographic map and have
 JY0980.an estimated accuracy of +/- 6 seconds.
 JY0980
 JY0980.The orthometric height was determined by differential leveling
 JY0980.and adjusted by the National Geodetic Survey in June 1991..
 JY0980
 JY0980.The geoid height was determined by GEOID03.
 JY0980
 JY0980.The dynamic height is computed by dividing the NAVD 88
 JY0980.geopotential number by the normal gravity value computed on the
 JY0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0980.degrees latitude (g = 980.6199 gals.).
 JY0980
 JY0980.The modeled gravity was interpolated from observed gravity values.
 JY0980
 JY0980;                    North         East    Units  Estimated Accuracy
 JY0980;SPC OH S     -   137,020.      533,380.      MT  (+/- 180 meters Scaled)
 JY0980
 JY0980                          SUPERSEDED SURVEY CONTROL
 JY0980
 JY0980  NGVD 29 (??/??/92)  221.158  (m)          725.58   (f) ADJ UNCH    2 0
 JY0980
 JY0980.Superseded values are not recommended for survey control.
 JY0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0980.See file dsdata.txt to determine how the superseded data were derived.
 JY0980
 JY0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD039449(NAD 83)
 JY0980_MARKER: DB = BENCH MARK DISK
 JY0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0980_STAMPING: H 75 1935
 JY0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0980+STABILITY: SURFACE MOTION
 JY0980
 JY0980  HISTORY     - Date     Condition        Report By
 JY0980  HISTORY     - 1935     MONUMENTED       CGS
 JY0980
 JY0980                          STATION DESCRIPTION
 JY0980
 JY0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JY0980'AT BAINBRIDGE.
 JY0980'AT BAINBRIDGE, ROSS COUNTY, ON THE DETROIT, TOLEDO AND IRONTON
 JY0980'RAILROAD, 11-1/2 YARDS WEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK
 JY0980'AT THE CROSSING OF THE CENTERLINE OF STATE HIGHWAY 41, 11 YARDS
 JY0980'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 8-1/2 YARDS
 JY0980'WEST OF THE CENTERLINE OF THE HIGHWAY, 5 YARDS SOUTHEAST OF A
 JY0980'STOCK-PEN FENCE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 JY0980'A STANDARD DISK, STAMPED H 75 1935 AND SET IN THE TOP OF A CONCRETE
 JY0980'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0141 ***********************************************************************
 JY0141  DESIGNATION -  H 76
 JY0141  PID         -  JY0141
 JY0141  STATE/COUNTY-  OH/ATHENS
 JY0141  USGS QUAD   -  MINERAL (1992)
 JY0141
 JY0141                         *CURRENT SURVEY CONTROL
 JY0141  ___________________________________________________________________
 JY0141* NAD 83(1986)-  39 19 31.     (N)    082 15 50.     (W)     SCALED    
 JY0141* NAVD 88     -       219.427  (meters)     719.90   (feet)  ADJUSTED  
 JY0141  ___________________________________________________________________
 JY0141  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JY0141  DYNAMIC HT  -         219.294 (meters)     719.47  (feet)  COMP
 JY0141  MODELED GRAV-     980,013.9   (mgal)                       NAVD 88
 JY0141
 JY0141  VERT ORDER  -  FIRST     CLASS II
 JY0141
 JY0141.The horizontal coordinates were scaled from a topographic map and have
 JY0141.an estimated accuracy of +/- 6 seconds.
 JY0141
 JY0141.The orthometric height was determined by differential leveling
 JY0141.and adjusted by the National Geodetic Survey in June 1991..
 JY0141.WARNING-Repeat measurements at this control monument indicate possible
 JY0141.vertical movement.
 JY0141
 JY0141.The geoid height was determined by GEOID03.
 JY0141
 JY0141.The dynamic height is computed by dividing the NAVD 88
 JY0141.geopotential number by the normal gravity value computed on the
 JY0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0141.degrees latitude (g = 980.6199 gals.).
 JY0141
 JY0141.The modeled gravity was interpolated from observed gravity values.
 JY0141
 JY0141;                    North         East    Units  Estimated Accuracy
 JY0141;SPC OH S     -   147,150.      620,360.      MT  (+/- 180 meters Scaled)
 JY0141
 JY0141                          SUPERSEDED SURVEY CONTROL
 JY0141
 JY0141  NGVD 29 (??/??/92)  219.602  (m)          720.48   (f) ADJ UNCH    1 2
 JY0141
 JY0141.Superseded values are not recommended for survey control.
 JY0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0141.See file dsdata.txt to determine how the superseded data were derived.
 JY0141
 JY0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD910536(NAD 83)
 JY0141_MARKER: DB = BENCH MARK DISK
 JY0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0141_STAMPING: H 76 1935
 JY0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0141+STABILITY: SURFACE MOTION
 JY0141
 JY0141  HISTORY     - Date     Condition        Report By
 JY0141  HISTORY     - 1935     MONUMENTED       CGS
 JY0141  HISTORY     - 1958     GOOD             NGS
 JY0141
 JY0141                          STATION DESCRIPTION
 JY0141
 JY0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0141'AT MINERAL.
 JY0141'AT MINERAL, ALONG THE BALTIMORE AND OHIO RAILROAD, 214 FEET EAST
 JY0141'OF THE SOUTHEAST CORNER OF THE STATION, 129 YARDS EAST OF THE
 JY0141'CROSSING OF STATE HIGHWAY 356, 17.4 FEET NORTH-NORTHWEST OF THE
 JY0141'NORTH-NORTHWEST RAIL OF THE MAIN TRACK, 56 1/2 FEET NORTH OF AND
 JY0141'ACROSS THE TRACK FROM THE FOURTH TELEPHONE POLE EAST OF THE CROSSING,
 JY0141'39 FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD PARALLELING THE
 JY0141'TRACK, 68 1/2 FEET SOUTHWEST OF POWER LINE POLE 254-16, 1 FOOT
 JY0141'NORTHWEST OF A STEEL WITNESS POST, 1 FOOT ABOVE THE TOP OF THE RAIL,
 JY0141'AND SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE SURFACE
 JY0141'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0268 ***********************************************************************
 JY0268  DESIGNATION -  H 76 X OHGS RESET 1955
 JY0268  PID         -  JY0268
 JY0268  STATE/COUNTY-  OH/ATHENS
 JY0268  USGS QUAD   -  THE PLAINS (1995)
 JY0268
 JY0268                         *CURRENT SURVEY CONTROL
 JY0268  ___________________________________________________________________
 JY0268* NAD 83(1986)-  39 15 04.     (N)    082 10 40.     (W)     SCALED    
 JY0268* NAVD 88     -       212.817  (meters)     698.22   (feet)  ADJUSTED  
 JY0268  ___________________________________________________________________
 JY0268  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY0268  DYNAMIC HT  -         212.686 (meters)     697.79  (feet)  COMP
 JY0268  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 JY0268
 JY0268  VERT ORDER  -  SECOND    CLASS 0
 JY0268
 JY0268.The horizontal coordinates were scaled from a topographic map and have
 JY0268.an estimated accuracy of +/- 6 seconds.
 JY0268
 JY0268.The orthometric height was determined by differential leveling
 JY0268.and adjusted by the National Geodetic Survey in June 1991..
 JY0268
 JY0268.The geoid height was determined by GEOID03.
 JY0268
 JY0268.The dynamic height is computed by dividing the NAVD 88
 JY0268.geopotential number by the normal gravity value computed on the
 JY0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0268.degrees latitude (g = 980.6199 gals.).
 JY0268
 JY0268.The modeled gravity was interpolated from observed gravity values.
 JY0268
 JY0268;                    North         East    Units  Estimated Accuracy
 JY0268;SPC OH S     -   138,940.      627,810.      MT  (+/- 180 meters Scaled)
 JY0268
 JY0268                          SUPERSEDED SURVEY CONTROL
 JY0268
 JY0268  NGVD 29 (??/??/92)  212.996  (m)          698.80   (f) ADJ UNCH    2 0
 JY0268
 JY0268.Superseded values are not recommended for survey control.
 JY0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0268.See file dsdata.txt to determine how the superseded data were derived.
 JY0268
 JY0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD983453(NAD 83)
 JY0268_MARKER: DD = SURVEY DISK
 JY0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0268_SP_SET: ABUTMENT
 JY0268_STAMPING: H 76 X RESET 1955
 JY0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0268
 JY0268  HISTORY     - Date     Condition        Report By
 JY0268  HISTORY     - 1955     MONUMENTED       OHGS
 JY0268  HISTORY     - 1958     GOOD             NGS
 JY0268
 JY0268                          STATION DESCRIPTION
 JY0268
 JY0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0268'2.2 MI NE FROM ALBANY.
 JY0268'ABOUT 2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION
 JY0268'OF CLINTON STREET AT ALBANY, 25 1/2 FEET WEST-NORTHWEST OF THE
 JY0268'CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE WEST END OF THE SOUTH
 JY0268'CONCRETE ABUTMENT OF 110 FEET CONCRETE HIGHWAY BRIDGE OVER A
 JY0268'CREEK, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0939 ***********************************************************************
 JY0939  DESIGNATION -  H 77
 JY0939  PID         -  JY0939
 JY0939  STATE/COUNTY-  OH/ROSS
 JY0939  USGS QUAD   -  CHILLICOTHE WEST (1981)
 JY0939
 JY0939                         *CURRENT SURVEY CONTROL
 JY0939  ___________________________________________________________________
 JY0939* NAD 83(1986)-  39 22 05.     (N)    083 01 46.     (W)     SCALED    
 JY0939* NAVD 88     -       222.642  (meters)     730.45   (feet)  ADJUSTED  
 JY0939  ___________________________________________________________________
 JY0939  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JY0939  DYNAMIC HT  -         222.505 (meters)     730.00  (feet)  COMP
 JY0939  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 JY0939
 JY0939  VERT ORDER  -  FIRST     CLASS II
 JY0939
 JY0939.The horizontal coordinates were scaled from a topographic map and have
 JY0939.an estimated accuracy of +/- 6 seconds.
 JY0939
 JY0939.The orthometric height was determined by differential leveling
 JY0939.and adjusted by the National Geodetic Survey in June 1991..
 JY0939
 JY0939.The geoid height was determined by GEOID03.
 JY0939
 JY0939.The dynamic height is computed by dividing the NAVD 88
 JY0939.geopotential number by the normal gravity value computed on the
 JY0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0939.degrees latitude (g = 980.6199 gals.).
 JY0939
 JY0939.The modeled gravity was interpolated from observed gravity values.
 JY0939
 JY0939;                    North         East    Units  Estimated Accuracy
 JY0939;SPC OH S     -   152,010.      554,380.      MT  (+/- 180 meters Scaled)
 JY0939
 JY0939                          SUPERSEDED SURVEY CONTROL
 JY0939
 JY0939  NGVD 29 (??/??/92)  222.808  (m)          731.00   (f) ADJ UNCH    1 2
 JY0939
 JY0939.Superseded values are not recommended for survey control.
 JY0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0939.See file dsdata.txt to determine how the superseded data were derived.
 JY0939
 JY0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD251595(NAD 83)
 JY0939_MARKER: DB = BENCH MARK DISK
 JY0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0939_STAMPING: H 77 1935
 JY0939_MARK LOGO: CGS   
 JY0939_PROJECTION: FLUSH
 JY0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0939+STABILITY: SURFACE MOTION
 JY0939
 JY0939  HISTORY     - Date     Condition        Report By
 JY0939  HISTORY     - 1935     MONUMENTED       CGS
 JY0939  HISTORY     - 1984     GOOD             NGS
 JY0939
 JY0939                          STATION DESCRIPTION
 JY0939
 JY0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JY0939'3.9 MI NW FROM CHILLICOTHE.
 JY0939'3.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JY0939'FROM THE STATION AT CHILLICOTHE, ROSS COUNTY, 21 YARDS NORTHWEST
 JY0939'OF MILEPOST C 94, 175 YARDS WEST OF A FARMHOUSE AND A LARGE
 JY0939'BARN WITH A SILO, AT A LANE CROSSING, 36 FEET NORTHEAST OF THE
 JY0939'NORTHEAST RAIL, AT A FENCE, 5 FEET WEST OF THE NORTH END OF A
 JY0939'GATE, AND ABOUT 6 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 JY0939'STAMPED H 77 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JY0939
 JY0939                          STATION RECOVERY (1984)
 JY0939
 JY0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JY0939'RECOVERED IN GOOD CONDITION, THE 1935 DESCRIPTION IS ADEQUATE WITH THE
 JY0939'FOLLOWING CORRECTIONS, DELETE--AT A LANE CROSSING. NOTE-- NOT LEVELED
 JY0939'TO IN 1984.
 JY0939'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1487 ***********************************************************************
 HY1487  DESIGNATION -  H 79
 HY1487  PID         -  HY1487
 HY1487  STATE/COUNTY-  OH/SCIOTO
 HY1487  USGS QUAD   -  POND RUN (1984)
 HY1487
 HY1487                         *CURRENT SURVEY CONTROL
 HY1487  ___________________________________________________________________
 HY1487* NAD 83(1986)-  38 44 52.     (N)    083 12 46.     (W)     SCALED    
 HY1487* NAVD 88     -       242.445  (meters)     795.42   (feet)  ADJUSTED  
 HY1487  ___________________________________________________________________
 HY1487  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 HY1487  DYNAMIC HT  -         242.291 (meters)     794.92  (feet)  COMP
 HY1487  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 HY1487
 HY1487  VERT ORDER  -  SECOND    CLASS 0
 HY1487
 HY1487.The horizontal coordinates were scaled from a topographic map and have
 HY1487.an estimated accuracy of +/- 6 seconds.
 HY1487
 HY1487.The orthometric height was determined by differential leveling
 HY1487.and adjusted by the National Geodetic Survey in June 1991..
 HY1487
 HY1487.The geoid height was determined by GEOID03.
 HY1487
 HY1487.The dynamic height is computed by dividing the NAVD 88
 HY1487.geopotential number by the normal gravity value computed on the
 HY1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1487.degrees latitude (g = 980.6199 gals.).
 HY1487
 HY1487.The modeled gravity was interpolated from observed gravity values.
 HY1487
 HY1487;                    North         East    Units  Estimated Accuracy
 HY1487;SPC OH S     -    83,260.      538,040.      MT  (+/- 180 meters Scaled)
 HY1487
 HY1487                          SUPERSEDED SURVEY CONTROL
 HY1487
 HY1487  NGVD 29 (??/??/92)  242.636  (m)          796.05   (f) ADJ UNCH    2 0
 HY1487
 HY1487.Superseded values are not recommended for survey control.
 HY1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1487.See file dsdata.txt to determine how the superseded data were derived.
 HY1487
 HY1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC077911(NAD 83)
 HY1487_MARKER: DD = SURVEY DISK
 HY1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1487_STAMPING: H 79 1935
 HY1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1487+STABILITY: SURFACE MOTION
 HY1487
 HY1487  HISTORY     - Date     Condition        Report By
 HY1487  HISTORY     - 1935     MONUMENTED       OHGS
 HY1487  HISTORY     - 1948     GOOD             NGS
 HY1487
 HY1487                          STATION DESCRIPTION
 HY1487
 HY1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HY1487'7.6 MI W FROM FRIENDSHIP.
 HY1487'7.6 MILES WEST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 HY1487'FRIENDSHIP, SCIOTO COUNTY, 100 YARDS EAST OF THE EAST END OF
 HY1487'THE GORDON C.C.C. CAMP, 20 YARDS SOUTHWEST OF A SPEED-LIMIT
 HY1487'SIGN, 36 FEET EAST OF A POLE, 30 FEET SOUTH OF THE CENTERLINE
 HY1487'OF THE HIGHWAY, AND LEVEL WITH THE ROAD.  A STATE SURVEY STANDARD
 HY1487'DISK, STAMPED H 79 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0991 ***********************************************************************
 MB0991  DESIGNATION -  H 8
 MB0991  PID         -  MB0991
 MB0991  STATE/COUNTY-  OH/ASHTABULA
 MB0991  USGS QUAD   -  NORTH KINGSVILLE (1994)
 MB0991
 MB0991                         *CURRENT SURVEY CONTROL
 MB0991  ___________________________________________________________________
 MB0991* NAD 83(1986)-  41 55 49.     (N)    080 38 50.     (W)     SCALED    
 MB0991* NAVD 88     -       209.915  (meters)     688.70   (feet)  POSTED    
 MB0991  ___________________________________________________________________
 MB0991  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 MB0991  DYNAMIC HT  -         209.840 (meters)     688.45  (feet)  COMP
 MB0991  MODELED GRAV-     980,263.9   (mgal)                       NAVD 88
 MB0991
 MB0991  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MB0991
 MB0991.The horizontal coordinates were scaled from a topographic map and have
 MB0991.an estimated accuracy of +/- 6 seconds.
 MB0991
 MB0991.The orthometric height was determined by differential leveling
 MB0991.and adjusted by the National Geodetic Survey in 1992..
 MB0991.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MB0991.rate of 1.1 thru 2.0 mm/km.
 MB0991
 MB0991.The geoid height was determined by GEOID03.
 MB0991
 MB0991.The dynamic height is computed by dividing the NAVD 88
 MB0991.geopotential number by the normal gravity value computed on the
 MB0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0991.degrees latitude (g = 980.6199 gals.).
 MB0991
 MB0991.The modeled gravity was interpolated from observed gravity values.
 MB0991
 MB0991;                    North         East    Units  Estimated Accuracy
 MB0991;SPC OH N     -   253,010.      753,670.      MT  (+/- 180 meters Scaled)
 MB0991
 MB0991                          SUPERSEDED SURVEY CONTROL
 MB0991
 MB0991  NGVD 29 (??/??/92)  210.155  (m)          689.48   (f) ADJ UNCH    1 2
 MB0991
 MB0991.Superseded values are not recommended for survey control.
 MB0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0991.See file dsdata.txt to determine how the superseded data were derived.
 MB0991
 MB0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG292420(NAD 83)
 MB0991_MARKER: DB = BENCH MARK DISK
 MB0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0991_STAMPING: H 8 1934
 MB0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0991+STABILITY: SURFACE MOTION
 MB0991
 MB0991  HISTORY     - Date     Condition        Report By
 MB0991  HISTORY     - 1934     MONUMENTED       CGS
 MB0991  HISTORY     - 1981     MARK NOT FOUND   NGS
 MB0991  HISTORY     - 19931028 MARK NOT FOUND   OHDT
 MB0991  HISTORY     - 19960519 MARK NOT FOUND   USPSQD
 MB0991
 MB0991                          STATION DESCRIPTION
 MB0991
 MB0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB0991'4.7 MI W FROM CONNEAUT.
 MB0991'4.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MB0991'STATION AT CONNEAUT, ASHTABULA COUNTY, AT A DIRT-ROAD CROSSING,
 MB0991'40 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 29 FEET WEST
 MB0991'OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A FENCE LINE,
 MB0991'AND 3.3 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MB0991'STAMPED H 8 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MB0991
 MB0991                          STATION RECOVERY (1981)
 MB0991
 MB0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB0991'SEARCHED FOR BUT NOT RECOVERED.
 MB0991
 MB0991                          STATION RECOVERY (1993)
 MB0991
 MB0991'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0991'MARK NOT FOUND.
 MB0991
 MB0991                          STATION RECOVERY (1996)
 MB0991
 MB0991'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HZ0016 ***********************************************************************
 HZ0016  DESIGNATION -  H 80
 HZ0016  PID         -  HZ0016
 HZ0016  STATE/COUNTY-  OH/BROWN
 HZ0016  USGS QUAD   -  BETHEL (1992)
 HZ0016
 HZ0016                         *CURRENT SURVEY CONTROL
 HZ0016  ___________________________________________________________________
 HZ0016* NAD 83(1986)-  38 56 45.     (N)    084 01 47.     (W)     SCALED    
 HZ0016* NAVD 88     -       281.838  (meters)     924.66   (feet)  ADJUSTED  
 HZ0016  ___________________________________________________________________
 HZ0016  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 HZ0016  DYNAMIC HT  -         281.654 (meters)     924.06  (feet)  COMP
 HZ0016  MODELED GRAV-     979,965.9   (mgal)                       NAVD 88
 HZ0016
 HZ0016  VERT ORDER  -  SECOND    CLASS 0
 HZ0016
 HZ0016.The horizontal coordinates were scaled from a topographic map and have
 HZ0016.an estimated accuracy of +/- 6 seconds.
 HZ0016
 HZ0016.The orthometric height was determined by differential leveling
 HZ0016.and adjusted by the National Geodetic Survey in June 1991..
 HZ0016
 HZ0016.The geoid height was determined by GEOID03.
 HZ0016
 HZ0016.The dynamic height is computed by dividing the NAVD 88
 HZ0016.geopotential number by the normal gravity value computed on the
 HZ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HZ0016.degrees latitude (g = 980.6199 gals.).
 HZ0016
 HZ0016.The modeled gravity was interpolated from observed gravity values.
 HZ0016
 HZ0016;                    North         East    Units  Estimated Accuracy
 HZ0016;SPC OH S     -   106,120.      467,400.      MT  (+/- 180 meters Scaled)
 HZ0016
 HZ0016                          SUPERSEDED SURVEY CONTROL
 HZ0016
 HZ0016  NGVD 29 (??/??/92)  282.026  (m)          925.28   (f) ADJ UNCH    2 0
 HZ0016
 HZ0016.Superseded values are not recommended for survey control.
 HZ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HZ0016.See file dsdata.txt to determine how the superseded data were derived.
 HZ0016
 HZ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ574149(NAD 83)
 HZ0016_MARKER: DD = SURVEY DISK
 HZ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HZ0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HZ0016_STAMPING: H 80 1935
 HZ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HZ0016+STABILITY: SURFACE MOTION
 HZ0016
 HZ0016  HISTORY     - Date     Condition        Report By
 HZ0016  HISTORY     - 1935     MONUMENTED       OHGS
 HZ0016  HISTORY     - 1935     GOOD             NGS
 HZ0016
 HZ0016                          STATION DESCRIPTION
 HZ0016
 HZ0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HZ0016'3 MI W FROM HAMERSVILLE.
 HZ0016'3.0 MILES WEST ALONG STATE HIGHWAY 125 FROM THE INTERSECTION OF
 HZ0016'ORCHARD STREET AT HAMERSVILLE, BROWN COUNTY, 53 YARDS EAST OF
 HZ0016'THE BROWN-CLERMONT COUNTY LINE, 30 FEET SOUTH OF THE
 HZ0016'CENTERLINE OF THE HIGHWAY, 9 FEET SOUTH OF THE EAST END OF A
 HZ0016'CONCRETE CULVERT, 5 FEET NORTH OF THE FENCE, AND ONE FOOT ABOVE
 HZ0016'THE LEVEL OF THE ROADWAY.  A STATE SURVEY STANDARD DISK,
 HZ0016'STAMPED H 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1061 ***********************************************************************
 MB1061  DESIGNATION -  H 9
 MB1061  PID         -  MB1061
 MB1061  STATE/COUNTY-  OH/LAKE
 MB1061  USGS QUAD   -  MAYFIELD HEIGHTS (1994)
 MB1061
 MB1061                         *CURRENT SURVEY CONTROL
 MB1061  ___________________________________________________________________
 MB1061* NAD 83(1986)-  41 36 34.     (N)    081 28 54.     (W)     SCALED    
 MB1061* NAVD 88     -       199.664  (meters)     655.06   (feet)  POSTED    
 MB1061  ___________________________________________________________________
 MB1061  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB1061  DYNAMIC HT  -         199.590 (meters)     654.82  (feet)  COMP
 MB1061  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 MB1061
 MB1061  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MB1061
 MB1061.The horizontal coordinates were scaled from a topographic map and have
 MB1061.an estimated accuracy of +/- 6 seconds.
 MB1061
 MB1061.The orthometric height was determined by differential leveling
 MB1061.and adjusted by the National Geodetic Survey in 1992..
 MB1061.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MB1061.rate of 0.0 thru 1.0 mm/km.
 MB1061
 MB1061.The geoid height was determined by GEOID03.
 MB1061
 MB1061.The dynamic height is computed by dividing the NAVD 88
 MB1061.geopotential number by the normal gravity value computed on the
 MB1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1061.degrees latitude (g = 980.6199 gals.).
 MB1061
 MB1061.The modeled gravity was interpolated from observed gravity values.
 MB1061
 MB1061;                    North         East    Units  Estimated Accuracy
 MB1061;SPC OH N     -   216,240.      684,880.      MT  (+/- 180 meters Scaled)
 MB1061
 MB1061                          SUPERSEDED SURVEY CONTROL
 MB1061
 MB1061  NGVD 29 (??/??/92)  199.883  (m)          655.78   (f) ADJ UNCH    1 2
 MB1061
 MB1061.Superseded values are not recommended for survey control.
 MB1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1061.See file dsdata.txt to determine how the superseded data were derived.
 MB1061
 MB1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG598065(NAD 83)
 MB1061_MARKER: DB = BENCH MARK DISK
 MB1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1061_STAMPING: H 9 1934
 MB1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1061+STABILITY: SURFACE MOTION
 MB1061
 MB1061  HISTORY     - Date     Condition        Report By
 MB1061  HISTORY     - 1934     MONUMENTED       CGS
 MB1061
 MB1061                          STATION DESCRIPTION
 MB1061
 MB1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1061'AT WICKLIFFE.
 MB1061'AT WICKLIFFE, LAKE COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 76
 MB1061'FEET EAST OF THE EAST END OF THE STATION, AT A STREET CROSSING,
 MB1061'26 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 2, 23 FEET
 MB1061'NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TOP OF THE RAIL.
 MB1061'A STANDARD DISK, STAMPED H 9 1934 AND SET IN THE TOP OF A CONCRETE
 MB1061'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0042 ***********************************************************************
 JY0042  DESIGNATION -  H=900
 JY0042  PID         -  JY0042
 JY0042  STATE/COUNTY-  OH/PERRY
 JY0042  USGS QUAD   -  THORNVILLE (1992)
 JY0042
 JY0042                         *CURRENT SURVEY CONTROL
 JY0042  ___________________________________________________________________
 JY0042* NAD 83(1986)-  39 54 34.     (N)    082 24 41.     (W)     SCALED    
 JY0042* NAVD 88     -       274.075  (meters)     899.19   (feet)  ADJUSTED  
 JY0042  ___________________________________________________________________
 JY0042  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY0042  DYNAMIC HT  -         273.917 (meters)     898.68  (feet)  COMP
 JY0042  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 JY0042
 JY0042  VERT ORDER  -  FIRST     CLASS II
 JY0042
 JY0042.The horizontal coordinates were scaled from a topographic map and have
 JY0042.an estimated accuracy of +/- 6 seconds.
 JY0042
 JY0042.The orthometric height was determined by differential leveling
 JY0042.and adjusted by the National Geodetic Survey in June 1991..
 JY0042
 JY0042.The geoid height was determined by GEOID03.
 JY0042
 JY0042.The dynamic height is computed by dividing the NAVD 88
 JY0042.geopotential number by the normal gravity value computed on the
 JY0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0042.degrees latitude (g = 980.6199 gals.).
 JY0042
 JY0042.The modeled gravity was interpolated from observed gravity values.
 JY0042
 JY0042;                    North         East    Units  Estimated Accuracy
 JY0042;SPC OH S     -   211,980.      607,580.      MT  (+/- 180 meters Scaled)
 JY0042
 JY0042                          SUPERSEDED SURVEY CONTROL
 JY0042
 JY0042  NGVD 29 (??/??/92)  274.275  (m)          899.85   (f) ADJ UNCH    1 2
 JY0042
 JY0042.Superseded values are not recommended for survey control.
 JY0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0042.See file dsdata.txt to determine how the superseded data were derived.
 JY0042
 JY0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE793186(NAD 83)
 JY0042_MARKER: DD = SURVEY DISK
 JY0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0042_SP_SET: STEP
 JY0042_STAMPING: 900
 JY0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0042
 JY0042  HISTORY     - Date     Condition        Report By
 JY0042  HISTORY     - UNK      MONUMENTED       USGS
 JY0042  HISTORY     - 1954     POOR             NGS
 JY0042
 JY0042                          STATION DESCRIPTION
 JY0042
 JY0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0042'AT THORNVILLE.
 JY0042'AT THORNVILLE, ABOUT 115 YARDS EAST ALONG THE NEW YORK CENTRAL
 JY0042'RAILROAD FROM THE STATION, ABOUT 60 YARDS WEST OF MILE POST
 JY0042'COL 38, ABOUT 150 YARDS EAST OF CENTER LINE OF HIGHWAY 13, 78
 JY0042'FEET NORTH OF NORTH RAIL OF MAIN TRACK, IN THE TOP OF THE
 JY0042'NORTHEAST CORNER OF 3 1/2 BY 7-FOOT STONE STEP TO WEST ENTRANCE
 JY0042'TO A RED BRICK BUILDING (FORMERLY A SCHOOL), 1.4 FEET WEST
 JY0042'OF WEST WALL OF BUILDING, 0.6 FOOT SOUTH OF NORTH END OF STONE
 JY0042'STEP AND 3/4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1444 ***********************************************************************
 MC1444  DESIGNATION -  HAAKE 1950
 MC1444  PID         -  MC1444
 MC1444  STATE/COUNTY-  OH/HENRY
 MC1444  USGS QUAD   -  MC CLURE (1971)
 MC1444
 MC1444                         *CURRENT SURVEY CONTROL
 MC1444  ___________________________________________________________________
 MC1444* NAD 83(1995)-  41 17 35.10318(N)    083 56 26.92899(W)     ADJUSTED  
 MC1444* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 MC1444  ___________________________________________________________________
 MC1444  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 MC1444  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 MC1444
 MC1444  HORZ ORDER  -  THIRD
 MC1444
 MC1444.The horizontal coordinates were established by classical geodetic methods
 MC1444.and adjusted by the National Geodetic Survey in April 1998..
 MC1444
 MC1444.The orthometric height was scaled from a topographic map.
 MC1444
 MC1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1444
 MC1444.The geoid height was determined by GEOID03.
 MC1444
 MC1444;                    North         East     Units Scale Factor Converg.
 MC1444;SPC OH N     -   181,604.948   479,327.350   MT  0.99994686   -0 56 47.6
 MC1444;UTM  17      - 4,575,465.241   253,757.746   MT  1.00034630   -1 56 29.9
 MC1444;UTM  16      - 4,575,808.075   756,155.131   MT  1.00040760   +2 01 11.6
 MC1444
 MC1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1444!SPC OH N     -   0.99997250  x   0.99994686  =   0.99991936
 MC1444!UTM  17      -   0.99997250  x   1.00034630  =   1.00031879
 MC1444!UTM  16      -   0.99997250  x   1.00040760  =   1.00038009
 MC1444
 MC1444:                Primary Azimuth Mark                     Grid Az
 MC1444:SPC OH N     -  WINNER                                   182 26 55.9
 MC1444:UTM  17      -  WINNER                                   183 26 38.2
 MC1444:UTM  16      -  WINNER                                   179 28 56.7
 MC1444
 MC1444|---------------------------------------------------------------------|
 MC1444| PID    Reference Object                     Distance      Geod. Az  |
 MC1444|                                                           dddmmss.s |
 MC1444| MC1442 WINNER                              486.086 METERS 1813008.3 |
 MC1444| MC1488 WESTHOPE ECC                        APPROX. 0.5 KM 3580013.6 |
 MC1444|---------------------------------------------------------------------|
 MC1444
 MC1444                          SUPERSEDED SURVEY CONTROL
 MC1444
 MC1444  NAD 83(1995)-  41 17 35.11164(N)    083 56 26.93392(W) AD(       ) 3
 MC1444  NAD 83(1986)-  41 17 35.11354(N)    083 56 26.93951(W) AD(       ) 3
 MC1444  NAD 27      -  41 17 34.92700(N)    083 56 27.14000(W) AD(       ) 3
 MC1444
 MC1444.Superseded values are not recommended for survey control.
 MC1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1444.See file dsdata.txt to determine how the superseded data were derived.
 MC1444
 MC1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5375875465(NAD 83)
 MC1444_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1444_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MC1444_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MC1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1444
 MC1444  HISTORY     - Date     Condition        Report By
 MC1444  HISTORY     - 1950     MONUMENTED       CGS
 MC1444  HISTORY     - 1963     GOOD             CGS
 MC1444  HISTORY     - 1980     GOOD             LOCENG
 MC1444  HISTORY     - 1983     GOOD             USPSQD
 MC1444
 MC1444                          STATION DESCRIPTION
 MC1444
 MC1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JMN)
 MC1444'STATION IS IN THE PHOTOGRAMMETRIC TEST AREA, NEAR MCCLURE, OHIO.  ON
 MC1444'THE EAST SIDE OF HIGHWAY
 MC1444'65, 0.33 MILE SOUTH OF WESTHOPE, ON THE RIGHT OF WAY OF THE
 MC1444'HIGHWAY ADJACENT TO PROPERTY OF
 MC1444'JOHN HAAKE.  STATION IS IN THE CENTR OF A
 MC1444'PHOTOGRAMMETRIC TARGET OF CRUSHED LIMESTONE, 6
 MC1444'FEET IN DIAMETER.
 MC1444
 MC1444                          STATION RECOVERY (1963)
 MC1444
 MC1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1444'THE ORIGINAL DESCRIPTION SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1444'EXCEPTIONS.  ALL THE FENCES ARE GONE, THE CRUSHED LIMESTONE
 MC1444'SURROUNDING THE MONUMENT IS ON TOP OF A LAYER OF ASPHALT AND THE
 MC1444'DISK STAMPED HAAKE 1950.
 MC1444
 MC1444                          STATION RECOVERY (1980)
 MC1444
 MC1444'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1444'HAAKE 1950 RECOVERED GOOD - TARGET GONE.
 MC1444'
 MC1444'4.5 FEET SW TO N. END 10 INCH CMP.
 MC1444'
 MC1444'23 FEET SSW TO S. END 10 INCH CMP.
 MC1444'
 MC1444'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.3 MI S., MCCLURE.
 MC1444
 MC1444                          STATION RECOVERY (1983)
 MC1444
 MC1444'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 MC1444'HAAKE 1950 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1489 ***********************************************************************
 JY1489  DESIGNATION -  HAINES
 JY1489  PID         -  JY1489
 JY1489  STATE/COUNTY-  OH/WARREN
 JY1489  USGS QUAD   -  NEW BURLINGTON (1981)
 JY1489
 JY1489                         *CURRENT SURVEY CONTROL
 JY1489  ___________________________________________________________________
 JY1489* NAD 83(1995)-  39 32 49.33081(N)    083 59 24.07022(W)     ADJUSTED  
 JY1489* NAVD 88     -       283.5    (meters)     930.     (feet)  GPS OBS   
 JY1489  ___________________________________________________________________
 JY1489  X           -     515,663.779 (meters)                     COMP
 JY1489  Y           -  -4,898,005.684 (meters)                     COMP
 JY1489  Z           -   4,039,491.140 (meters)                     COMP
 JY1489  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 JY1489  ELLIP HEIGHT-         250.32  (meters)          (10/07/05) GPS OBS
 JY1489  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JY1489
 JY1489  HORZ ORDER  -  FIRST
 JY1489  ELLP ORDER  -  FOURTH    CLASS I
 JY1489
 JY1489.The horizontal coordinates were established by classical geodetic methods
 JY1489.and adjusted by the National Geodetic Survey in April 1998..
 JY1489
 JY1489.The orthometric height was determined by GPS observations and a
 JY1489.high-resolution geoid model.
 JY1489
 JY1489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1489
 JY1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1489
 JY1489.The ellipsoidal height was determined by GPS observations
 JY1489.and is referenced to NAD 83.
 JY1489
 JY1489.The geoid height was determined by GEOID03.
 JY1489
 JY1489;                    North         East     Units Scale Factor Converg.
 JY1489;SPC OH S     -   172,798.770   471,938.261   MT  0.99993993   -0 56 43.6
 JY1489;UTM  17      - 4,381,755.289   243,072.136   MT  1.00041281   -1 54 17.4
 JY1489;UTM  16      - 4,381,812.534   758,643.382   MT  1.00042371   +1 55 03.2
 JY1489
 JY1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1489!SPC OH S     -   0.99996073  x   0.99993993  =   0.99990066
 JY1489!UTM  17      -   0.99996073  x   1.00041281  =   1.00037352
 JY1489!UTM  16      -   0.99996073  x   1.00042371  =   1.00038442
 JY1489
 JY1489|---------------------------------------------------------------------|
 JY1489| PID    Reference Object                     Distance      Geod. Az  |
 JY1489|                                                           dddmmss.s |
 JY1489| AI9998 HAINES RM 2                          24.146 METERS 02016     |
 JY1489| AI9996 HAINES AZ MK                                       0285240.7 |
 JY1489| AI9997 HAINES RM 1                          28.740 METERS 12926     |
 JY1489| JZ2948 CENTERVILLE MUNICIPAL TANK          APPROX.17.2 KM 3020233.8 |
 JY1489|---------------------------------------------------------------------|
 JY1489
 JY1489                          SUPERSEDED SURVEY CONTROL
 JY1489
 JY1489  ELLIP H (04/01/98)  250.41   (m)                       GP(       ) 4 1
 JY1489  NAD 83(1986)-  39 32 49.33863(N)    083 59 24.08217(W) AD(       ) 1
 JY1489  NAD 27      -  39 32 49.12000(N)    083 59 24.32700(W) AD(       ) 1
 JY1489
 JY1489.Superseded values are not recommended for survey control.
 JY1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1489.See file dsdata.txt to determine how the superseded data were derived.
 JY1489
 JY1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4307281755(NAD 83)
 JY1489_MARKER: DS = TRIANGULATION STATION DISK
 JY1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1489_STAMPING: HAINES 1938
 JY1489_MARK LOGO: CGS   
 JY1489_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1489+STABILITY: SURFACE MOTION
 JY1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1489+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1992
 JY1489
 JY1489  HISTORY     - Date     Condition        Report By
 JY1489  HISTORY     - 1938     MONUMENTED       CGS
 JY1489  HISTORY     - 1938     GOOD             CGS
 JY1489  HISTORY     - 19840706 GOOD             NGS
 JY1489  HISTORY     - 19920914 GOOD             GRWAS
 JY1489  HISTORY     - 19990101 GOOD             WOOLPT
 JY1489
 JY1489                          STATION DESCRIPTION
 JY1489
 JY1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JY1489'STATION IS ABOUT 11.6 MILES BY ROAD S BY W OF XENIA, 3.1 MILES SW OF
 JY1489'NEW BURLINGTON ON THE SE SIDE OF A LOCAL GRAVEL ROAD WHERE THE
 JY1489'ROAD TURNS FROM SE TO SW, IN A STRIP OF IDLE GROUND ALONG THE
 JY1489'WESTWARD SIDE OF WHEAT FIELD. THE IDLE STRIP IS ABOUT 30 YARDS E
 JY1489'AND W AND RUNS THE LENGTH OF THE FIELD N AND S. POINT SELECTED IS AT
 JY1489'THE SE CORNER OF THE STRIP. STATION IS LOCATED ON LAND OWNED BY
 JY1489'DAISEY HAINES AND FARMED BY MR. BUNNELL, WHO LIVES 0.1 MILE S OF THE
 JY1489'STATION SITE. MARK IS STAMPED HAINES 1938 AND IS A STANDARD BRONZE
 JY1489'DISK SET IN AN IRREGULAR MASS OF CONCRETE
 JY1489'ABOUT A FOOT ACROSS, MARK IS ABOUT 1 FOOT BELOW THE SURFACE OF THE
 JY1489'GROUND, IS 13 FEET E OF W FENCE LINE, AND 14-1/2 FEET N OF S
 JY1489'FENCE LINE.
 JY1489'
 JY1489'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JY1489'IN CONCRETE.
 JY1489'
 JY1489'REFERENCE MARK NO. 2 IS SET IN A 1-FOOT-SQUARE MONUMENT PROTRUDING
 JY1489'ABOUT 2 INCHES, IS LOCATED 25.146 METERS (82.50 FEET) N OF THE
 JY1489'STATION, IS 1 FOOT E OF THE FENCE LINE, ABOUT 15 FEET E OF THE CENTER
 JY1489'LINE OF THE ROAD, AND IS STAMPED HAINES NO 2 1938. REFERENCE MARK
 JY1489'NO. 1 IS SET IN A 1-FOOT-SQUARE MONUMENT PROTRUDING ABOUT 2 INCHES
 JY1489'ABOVE THE GROUND, IS 28.740 METERS (94.29 FEET) ESE OF THE STATION,
 JY1489'ABOUT 15 FEET N OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT N OF THE
 JY1489'FENCE LINE, AND IS STAMPED HAINES NO 1 1938.
 JY1489'
 JY1489'TO REACH STATION FROM COURTHOUSE IN XENIA, GO S ON U.S. 68 FOR 0.4
 JY1489'MILE TO ROAD FORKS WHERE U.S. 68 BEARS L, HERE CONTINUE
 JY1489'STRAIGHT AHEAD ON NEW BURLINGTON ROAD (R FORK) FOR 8.1 MILES TO NEW
 JY1489'BURLINGTON CROSS ROAD, HERE TURN R, W, AND GO 0.35 MILE TO A
 JY1489'T-INTERSECTION IMMEDIATELY AFTER CROSSING A COVERED BRIDGE, TURN R AT
 JY1489'INTERSECTION AND 0.8 MILE TO A CROSS ROAD, HERE L, SOUTHWARD, AND
 JY1489'GO 1.6 MILES TO A T-INTERSECTION, GO R AND FOLLOW ROAD FOR 0.4 MILES
 JY1489'TO L TURN IN ROAD AND STATION ON L.
 JY1489'
 JY1489'AZIMUTH MARK IS IN FIELD, N OF STATION, 1 FOOT E OF FENCE ON W SIDE
 JY1489'OF FIELD, APPROXIMATELY 15 FEET E OF CENTER LINE OF ROAD, IS STAMPED
 JY1489'HAINES, 1938 AND PROTRUDES 6 INCHES.
 JY1489'
 JY1489'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 JY1489
 JY1489                          STATION RECOVERY (1938)
 JY1489
 JY1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 JY1489'RECOVERED IN GOOD CONDITION.
 JY1489
 JY1489                          STATION RECOVERY (1984)
 JY1489
 JY1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JY1489'THE STATION MARK AND RM 1 WERE FOUND IN GOOD CONDITION.  RM 2 AND THE
 JY1489'AZIMUTH MARK WERE FOUND PROJECTING ABOUT 0.5 METER (1.6 FT) AND
 JY1489'UNSTABLE AS A RESULT OF ROAD WORK.  THE DISKS WERE SALVAGED FROM THE
 JY1489'MONUMENTS.  THE DIRECTION TO RM 1 CHECKED.  THE DISTANCE TO RM 1 DID
 JY1489'NOT CHECK AND WAS LONGER BY 0.013 METERS (0.043 FT).  RM 3 AND AZ MK 2
 JY1489'WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 JY1489'STATION IS LOCATED 30 KM (18.65 MI) SOUTHEAST OF DAYTON, 23 KM (14.30
 JY1489'MI) SORTHEAST OF LEBANON, 14 KM (8.70 MI) SOUTH OF XENIA, ON THE RIGHT
 JY1489'OF WAY OF CAMPTON ROAD AND IN THE NORTHEAST ANGLE OF A T-INTERSECTION.
 JY1489'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE
 JY1489'ROUTE 380 GO 10.6 KM (6.60 MI) NORTH ON ROUTE 380 TO A T-INTERSECTION
 JY1489'ON THE LEFT.  TURN LEFT AND GO WEST 1.9 KM (1.20 MI) ON ROXANNA-NEW
 JY1489'BURLINGTON ROAD TO THE JUNCTION WITH COMPTON ROAD. TURN LEFT AND GO
 JY1489'2.8 KM (1.75 MI) SOUTH ON COMPTON ROAD TO A SHARP LEFT CURVE AND THE
 JY1489'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH 0.4 KM (0.25 MI) TO THE
 JY1489'STATION ON THE LEFT.
 JY1489'THE STATION IS A STANDARD CGS DISK STAMPED---HAINES 1938---, SET INTO
 JY1489'THE TOP OF A SQUARE CONCRETE MONUMENT, 14 INCHES (35 CM) IN DIAMETER,
 JY1489'RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 JY1489'15.8 METERS (51.8 FT) EAST FROM THE CENTERLINE OF COMPTON ROAD, 4.3
 JY1489'METERS (14.1 FT) NORTHEAST FROM THE CENTERLINE OF A PAVED ROAD, 1.6
 JY1489'METERS (5.2 FT) NORTHWEST FROM A STOP SIGN, 1.1 METERS (3.6 FT)
 JY1489'SOUTHWEST FROM A CARSONITE WITNESS POST.
 JY1489'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED---HAINES NO 1
 JY1489'1938---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 JY1489'CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  THE
 JY1489'STATION IS LOCATED 44.8 METERS (147.0 FT) EAST FOM THE CENTERLINE OF
 JY1489'COMPTON ROAD, 5.5 METERS (18.0 FT) NORTH FROM THE CENTERLINE OF A
 JY1489'PAVED ROAD, 1.0 METERS (3.3 FT) SOUTHEAST FROM A WIRE FENCE, 0.7
 JY1489'METERS (2.3 FT) WEST FROM A CARSONITE WITNESS POST, AND 0.3 METERS
 JY1489'(1.0 FT) HIGHER THAN THE STATION.
 JY1489'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED---HAINES 1938 NO 3
 JY1489'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 JY1489'CM) IN DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  THE
 JY1489'STATION IS LOCATED 13.7 METERS (44.9 FT) SOUTHEAST FROM THE CENTERLINE
 JY1489'OF COMPTON ROAD, 7.9 METERS (25.9 FT) SOUTHWEST FROM THE CENTERLINE OF
 JY1489'A PAVED ROAD, 1.1 METERS (3.6 FT) SOUTHEAST FROM A CONCRETE PROPERTY
 JY1489'CORNER POST.
 JY1489'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---HAINES 1938 NO 2
 JY1489'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 JY1489'CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  THE
 JY1489'STATION IS LOCATED 9.8 METERS (32.2 FT) SOUTHEAST FROM A 30 INCH
 JY1489'SYCAMORE TREE, 9.4 METERS (30.8 FT) NORTHWEST FROM THE CENTERLINE OF
 JY1489'COMPTON ROAD, 5.2 METERS (17.1 FT) SOUTH FROM A WIRE FENCE, 0.5 METERS
 JY1489'(1.6 FT) SOUTHEAST FROM A CARSONITE WITNESS POST.  TO REACH THE
 JY1489'AZIMUTH MARK FROM THE STATION GO NORTH 0.4 KM (0.25 MI) TO A SHARP
 JY1489'CURVE TO THE RIGHT AND THE MARK ON THE LEFT.
 JY1489
 JY1489                          STATION RECOVERY (1992)
 JY1489
 JY1489'RECOVERY NOTE BY GRW AERIAL SURVEY 1992
 JY1489'FROM THE JUNCTION OF U.S. ROUTE 42 AND COUNTY ROAD C-69(ROXANNA-NEW
 JY1489'BURLINGTON ROAD) GO EAST ON ROXANNA-NEW BURLINGTON ROAD APPROXIMATELY
 JY1489'2.75 MI (4.43 KM) TO THE JUNCTION OF TOWNSHIP ROAD T-37(CORNSTALK
 JY1489'ROAD), TURN RIGHT (ROAD NAME CHANGES TO COMPTON ROAD AT THE WARREN
 JY1489'COUNTY LINE) AND GO SOUTH APPROXIMATELY 1.9 MI (3.06 KM) TO THE
 JY1489'JUNCTION OF NEW BURLINGTON ROAD TO THE LEFT AND THE STATION ON THE
 JY1489'LEFT.
 JY1489'STATION IS LOCATED 54 FT (16.46 M) SOUTHEAST OF THE CENTER OF THE
 JY1489'INTERSECTION OF COMPTON ROAD AND NEW BURLINGTON ROAD IN THE
 JY1489'NORTHEASTERLY PART OF WARREN COUNTY, 41.5 FT (12.65 M) EAST-NORTHEAST
 JY1489'OF A WOOD FENCE POST, 40.8 FT (12.44 M) NORTHEAST OF RM 2, 16 FT
 JY1489'(4.88 M) NORHTEAST OF THE CENTER OF NEW BURLINGTON ROAD, 110 FT
 JY1489'(33.53 M) NORTHWEST OF THE CENTER OF A GRAVEL DRIVE, AND SET ABOUT 3
 JY1489'IN UNDERGROUND.
 JY1489
 JY1489                          STATION RECOVERY (1999)
 JY1489
 JY1489'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (JK)
 JY1489'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2852 ***********************************************************************
 MB2852  DESIGNATION -  HALE
 MB2852  PID         -  MB2852
 MB2852  STATE/COUNTY-  OH/CUYAHOGA
 MB2852  USGS QUAD   -  SHAKER HEIGHTS (1979)
 MB2852
 MB2852                         *CURRENT SURVEY CONTROL
 MB2852  ___________________________________________________________________
 MB2852* NAD 83(1995)-  41 27 36.92299(N)    081 36 28.16276(W)     ADJUSTED  
 MB2852* NAVD 88     -       284.     (meters)     932.     (feet)  VERTCON   
 MB2852  ___________________________________________________________________
 MB2852  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 MB2852  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 MB2852
 MB2852  HORZ ORDER  -  FIRST
 MB2852
 MB2852.The horizontal coordinates were established by classical geodetic methods
 MB2852.and adjusted by the National Geodetic Survey in April 1998..
 MB2852
 MB2852.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2852
 MB2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2852
 MB2852.The geoid height was determined by GEOID03.
 MB2852
 MB2852;                    North         East     Units Scale Factor Converg.
 MB2852;SPC OH N     -   199,554.875   674,534.798   MT  0.99996257   +0 35 10.0
 MB2852;UTM  17      - 4,590,030.211   449,238.287   MT  0.99963171   -0 24 08.8
 MB2852
 MB2852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2852!SPC OH N     -   0.99996084  x   0.99996257  =   0.99992341
 MB2852!UTM  17      -   0.99996084  x   0.99963171  =   0.99959257
 MB2852
 MB2852:                Primary Azimuth Mark                     Grid Az
 MB2852:SPC OH N     -  BELL 2                                   302 00 39.8
 MB2852:UTM  17      -  BELL 2                                   302 59 58.6
 MB2852
 MB2852|---------------------------------------------------------------------|
 MB2852| PID    Reference Object                     Distance      Geod. Az  |
 MB2852|                                                           dddmmss.s |
 MB2852| MB2867 BELL 2                              APPROX. 7.8 KM 3023549.8 |
 MB2852|---------------------------------------------------------------------|
 MB2852
 MB2852                          SUPERSEDED SURVEY CONTROL
 MB2852
 MB2852  NAD 83(1995)-  41 27 36.93258(N)    081 36 28.16506(W) AD(       ) 1
 MB2852  NAD 83(1986)-  41 27 36.93353(N)    081 36 28.16972(W) AD(       ) 1
 MB2852  NAD 27      -  41 27 36.74220(N)    081 36 28.71110(W) AD(       ) 1
 MB2852  NGVD 29 (07/19/86)  284.     (m)          932.     (f) VERT ANG       
 MB2852
 MB2852.Superseded values are not recommended for survey control.
 MB2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2852.See file dsdata.txt to determine how the superseded data were derived.
 MB2852
 MB2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4923890030(NAD 83)
 MB2852_MARKER: N = NAIL
 MB2852_SETTING: 0 = UNSPECIFIED SETTING
 MB2852_STAMPING: HALE 1943
 MB2852_MARK LOGO: CRGS  
 MB2852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2852+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 MB2852
 MB2852  HISTORY     - Date     Condition        Report By
 MB2852  HISTORY     - 1943     MONUMENTED       CRGS
 MB2852  HISTORY     - 1974     GOOD             NGS
 MB2852  HISTORY     - 1976     GOOD             USLS
 MB2852  HISTORY     - 20040524 GOOD             USPSQD
 MB2852
 MB2852                          STATION DESCRIPTION
 MB2852
 MB2852'DESCRIBED BY CLEVELAND REGIONAL GEODETIC SURVEY 1943 (APR)
 MB2852'STATION WAS ESTABLISHED BY
 MB2852'THE CLEVELAND REGIONAL GEODETIC SURVEY, ON THE
 MB2852'ROOF OF THE NATHAN HALE SCHOOL,
 MB2852'LOCATED ON THE SE CORNER OF EAST
 MB2852'BOULEVARD AND AETNA STREET IN THE CITY OF
 MB2852'CLEVELAND.
 MB2852'
 MB2852'STATION IS MARKED BY A BRASS NAIL SET IN CONCRETE ON THE HIGHEST
 MB2852'POINT OF THE
 MB2852'COOLING SYSTEM ROOF AND ABOUT 75 FEET E OF THE
 MB2852'SMOKESTACK.
 MB2852'
 MB2852'NO ADDITIONAL MARKS SET.
 MB2852
 MB2852                          STATION RECOVERY (1974)
 MB2852
 MB2852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TL)
 MB2852'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  A NEW CIVIL
 MB2852'DEFENSE SIREN LIMITS VISIBILITY TOWARDS THE NORTHEAST.  PERMISSION
 MB2852'TO OCCUPY THE STATION MUST BE OBTAINED FROM MR. PAINE, SCHOOL
 MB2852'CUSTODIAN (PHONE 316-641-4485)
 MB2852'
 MB2852'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 271
 MB2852'AND CHEGRIN BOULEVARD IN SOUTHEAST CLEVELAND, PROCEED 5 MILES
 MB2852'WEST ON CHEGRIN TO EAST BOULEVARD.  TURN LEFT, SOUTH, AND PROCEED
 MB2852'0.3 MILES TO THE NATHAN HALE JUNIOR HIGH SCHOOL, LOCATED AT 3588
 MB2852'EAST BOULEVARD ON THE RIGHT, WEST.  THE STATION IS ON THE HIGHEST
 MB2852'POINT OF THE ROOF, NEAR THE CIVIL DEFENSE SIREN.
 MB2852
 MB2852                          STATION RECOVERY (1976)
 MB2852
 MB2852'RECOVERY NOTE BY US LAKE SURVEY 1976 (RES)
 MB2852'THE STATION WAS RECOVERED AS DESCRIBED.
 MB2852'
 MB2852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MB2852'IN CLEVELAND.
 MB2852
 MB2852                          STATION RECOVERY (2004)
 MB2852
 MB2852'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 MB2852'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 MB2852'MR PAINE IS NO LONGER CUSTODIAN, NO ONE PERMANENTLY REPLACING HIM AT
 MB2852'THIS TIME. ADD TURN LEFT FROM CHEGRIN BOULEVARD TO
 MB2852'MARTIN LUTHER KING DR. AND PROCEED TO AETNA STREET AND THE SCHOOL.
 MB2852'USPSQD JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2893 ***********************************************************************
 MB2893  DESIGNATION -  HALL
 MB2893  PID         -  MB2893
 MB2893  STATE/COUNTY-  OH/SUMMIT
 MB2893  USGS QUAD   -  AKRON WEST (1994)
 MB2893
 MB2893                         *CURRENT SURVEY CONTROL
 MB2893  ___________________________________________________________________
 MB2893* NAD 83(1995)-  41 04 50.18514(N)    081 31 05.42719(W)     ADJUSTED  
 MB2893* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 MB2893  ___________________________________________________________________
 MB2893  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 MB2893  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2893
 MB2893  HORZ ORDER  -  SECOND
 MB2893
 MB2893.The horizontal coordinates were established by classical geodetic methods
 MB2893.and adjusted by the National Geodetic Survey in April 1998..
 MB2893
 MB2893.The orthometric height was scaled from a topographic map.
 MB2893
 MB2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2893
 MB2893.The geoid height was determined by GEOID03.
 MB2893
 MB2893;                    North         East     Units Scale Factor Converg.
 MB2893;SPC OH N     -   157,476.700   682,498.612   MT  0.99993917   +0 38 42.0
 MB2893;UTM  17      - 4,547,834.602   456,473.808   MT  0.99962332   -0 20 25.8
 MB2893
 MB2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2893!SPC OH N     -   0.99995633  x   0.99993917  =   0.99989551
 MB2893!UTM  17      -   0.99995633  x   0.99962332  =   0.99957967
 MB2893
 MB2893:                Primary Azimuth Mark                     Grid Az
 MB2893:SPC OH N     -  AKRON                                    326 24 27.8
 MB2893:UTM  17      -  AKRON                                    327 23 35.6
 MB2893
 MB2893|---------------------------------------------------------------------|
 MB2893| PID    Reference Object                     Distance      Geod. Az  |
 MB2893|                                                           dddmmss.s |
 MB2893| MB1378 AKRON                               APPROX. 4.7 KM 3270309.8 |
 MB2893|---------------------------------------------------------------------|
 MB2893
 MB2893                          SUPERSEDED SURVEY CONTROL
 MB2893
 MB2893  NAD 83(1986)-  41 04 50.19191(N)    081 31 05.43074(W) AD(       ) 2
 MB2893  NAD 27      -  41 04 49.99293(N)    081 31 06.00242(W) AD(       ) 2
 MB2893
 MB2893.Superseded values are not recommended for survey control.
 MB2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2893.See file dsdata.txt to determine how the superseded data were derived.
 MB2893
 MB2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5647447835(NAD 83)
 MB2893_MARKER: Z = SEE DESCRIPTION
 MB2893_SETTING: 0 = UNSPECIFIED SETTING
 MB2893_MARK LOGO: OH0070
 MB2893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2893
 MB2893  HISTORY     - Date     Condition        Report By
 MB2893  HISTORY     - 1943     MONUMENTED       OH0070
 MB2893  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MB2893
 MB2893                          STATION DESCRIPTION
 MB2893
 MB2893'DESCRIBED BY CITY OF AKRON OHIO 1943 (APR)
 MB2893'THIS STATION
 MB2893'WAS ESTABLISHED BY
 MB2893'THE AKRON CITY SURVEY.  IT IS LOCATED IN THE
 MB2893'CITY OF AKRON, ON THE ROOF OF THE
 MB2893'MUNICIPAL BUILDING.  THE BUILDING
 MB2893'IS LOCATED ON THE NW CORNER OF CHURCH AND SOUTH HIGH
 MB2893'STREETS.
 MB2893'
 MB2893'THE STATION IS MARKED BY AN IRON BOLT SET IN CONCRETE ON THE
 MB2893'ROOF OF THE
 MB2893'VENTILATOR SHAFT.  IT IS 19.4 FEET W OF THE INSIDE OF
 MB2893'THE NW CORNER OF THE STONE
 MB2893'COPING, 14.7 FEET E OF THE OUTSIDE OF
 MB2893'THE SE CORNER OF THE CHIMNEY COPING.  THE
 MB2893'IRON BOLT PROJECTS 1
 MB2893'INCH ABOVE THE LEVEL OF THE ROOF.
 MB2893'
 MB2893'NO ADDITIONAL MARKS WERE ESTABLISHED.
 MB2893
 MB2893                          STATION RECOVERY (1963)
 MB2893
 MB2893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBM)
 MB2893'THE STATION WAS SEARCHED FOR, BUT WAS NOT RECOVERED.  THE MARK WAS
 MB2893'DESTROYED BY CONSTRUCTION ON THE ROOF OF
 MB2893'THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2892 ***********************************************************************
 MB2892  DESIGNATION -  HALL 2
 MB2892  PID         -  MB2892
 MB2892  STATE/COUNTY-  OH/SUMMIT
 MB2892  USGS QUAD   -  AKRON WEST (1994)
 MB2892
 MB2892                         *CURRENT SURVEY CONTROL
 MB2892  ___________________________________________________________________
 MB2892* NAD 83(1995)-  41 04 50.06571(N)    081 31 05.42790(W)     ADJUSTED  
 MB2892* NAVD 88     -       342.4    (meters)    1123.     (feet)  VERTCON   
 MB2892  ___________________________________________________________________
 MB2892  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 MB2892  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2892
 MB2892  HORZ ORDER  -  FIRST
 MB2892
 MB2892.The horizontal coordinates were established by classical geodetic methods
 MB2892.and adjusted by the National Geodetic Survey in April 1998..
 MB2892
 MB2892.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2892
 MB2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2892
 MB2892.The geoid height was determined by GEOID03.
 MB2892
 MB2892;                    North         East     Units Scale Factor Converg.
 MB2892;SPC OH N     -   157,473.016   682,498.637   MT  0.99993917   +0 38 42.0
 MB2892;UTM  17      - 4,547,830.919   456,473.769   MT  0.99962332   -0 20 25.8
 MB2892
 MB2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2892!SPC OH N     -   0.99995153  x   0.99993917  =   0.99989071
 MB2892!UTM  17      -   0.99995153  x   0.99962332  =   0.99957487
 MB2892
 MB2892|---------------------------------------------------------------------|
 MB2892| PID    Reference Object                     Distance      Geod. Az  |
 MB2892|                                                           dddmmss.s |
 MB2892| MB2918 AKRON ZION LUTH CHURCH SPIRE         91.313 METERS 06209     |
 MB2892| MB2699 AKRON BRITTAIN RD MUN TANK          APPROX. 4.4 KM 0970637.2 |
 MB2892| MB2902 AKRON SAALFIELD PUB CO SW TANK      APPROX. 2.9 KM 1955857.8 |
 MB2892| MB2884 AKRON WOOSTER AVE MUN TANK          APPROX. 3.1 KM 2484040.7 |
 MB2892| MB2880 AKRON WOOSTER AVE MUN SPIPE         APPROX. 3.1 KM 2484704.5 |
 MB2892| MB2917 AKRON DOVER AVE S MUN SPIPE         APPROX. 3.8 KM 2600533.6 |
 MB2892|---------------------------------------------------------------------|
 MB2892
 MB2892                          SUPERSEDED SURVEY CONTROL
 MB2892
 MB2892  NAD 83(1986)-  41 04 50.07270(N)    081 31 05.43131(W) AD(       ) 1
 MB2892  NAD 27      -  41 04 49.87374(N)    081 31 06.00317(W) AD(       ) 1
 MB2892  NGVD 29 (07/19/86)  342.6    (m)         1124.     (f) VERT ANG       
 MB2892
 MB2892.Superseded values are not recommended for survey control.
 MB2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2892.See file dsdata.txt to determine how the superseded data were derived.
 MB2892
 MB2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5647447831(NAD 83)
 MB2892_STAMPING: HALL 2
 MB2892_MARK LOGO: OH0070
 MB2892
 MB2892  HISTORY     - Date     Condition        Report By
 MB2892  HISTORY     - 1963     MONUMENTED       OH0070
 MB2892
 MB2892                          STATION DESCRIPTION
 MB2892
 MB2892'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB2892'THE STATION IS LOCATED ON THE HIGHEST ROOF OF THE MUNICIPAL BUILDING
 MB2892'AT THE NORTHWEST ANGLE OF THE
 MB2892'INTERSECTION OF CHURCH AND SOUTH HIGH STREETS.  IT IS A CITY OF AKRON
 MB2892'DISK STAMPED HALL 2, SET IN THE
 MB2892'TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS
 MB2892'4 INCHES ABOVE THE ROOF OF THE BUILDING.  IT IS
 MB2892'2.2 FEET NORTH OF A SOUTH WALL OF THE
 MB2892'BUILDING, 21 FEET EAST OF A SOUTHWEST CORNER OF THE BUILDING, 13
 MB2892'FEET WEST OF A SOUTHEAST CORNER OF THE
 MB2892'BUILDING.
 MB2892'
 MB2892'HALL (ACS) A IS LOCATED AT THE SOUTHEAST CURB OF THE INTERSECTION OF
 MB2892'BROADWAY AND MILL STREET.
 MB2892'IT IS A CITY OF AKRON DISK STAMPED HALL A, SET IN THE TOP OF A
 MB2892'6 INCH SQUARE CONCRETE POST THAT IS
 MB2892'5 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH
 MB2892'9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE
 MB2892'SURFACE OF THE STREET.  IT IS 8
 MB2892'FEET NORTHWEST OF THE SOUTHEAST CURB OF THE INTERSECTION, 15.1 FEET
 MB2892'WEST OF A STREET POLE LIGHT, AND
 MB2892'25.8 FEET EAST OF THE CENTERLINE OF BROADWAY.
 MB2892'
 MB2892'HALL (ACS) B IS LOCATED IN THE STREET AT 165 BROADWAY, 7.6 FEET NORTH
 MB2892'OF THE EXTENDED LINE OF A
 MB2892'DRIVEWAY AT THE SOUTHEAST CORNER OF THE ARMORY, 30.4 FEET SOUTHEAST
 MB2892'OF A STREET POLE LIGHT, AND 24.2 FEET
 MB2892'WEST OF THE EAST CURB OF BROADWAY.  IT IS
 MB2892'A CITY OF AKRON DISK STAMPED HALL B, SET IN THE TOP OF A
 MB2892'6 INCH SQUARE CONCRETE POST THAT
 MB2892'IS 5 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9 INCH IRON
 MB2892'MANHOLE COVER, THAT IS FLUSH WITH
 MB2892'THE SURFACE OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1289 ***********************************************************************
 MB1289  DESIGNATION -  HALL A
 MB1289  PID         -  MB1289
 MB1289  STATE/COUNTY-  OH/SUMMIT
 MB1289  USGS QUAD   -  AKRON WEST (1994)
 MB1289
 MB1289                         *CURRENT SURVEY CONTROL
 MB1289  ___________________________________________________________________
 MB1289* NAD 83(1995)-  41 04 54.60346(N)    081 30 55.71197(W)     ADJUSTED  
 MB1289* NAVD 88     -       301.219  (meters)     988.25   (feet)  ADJUSTED  
 MB1289  ___________________________________________________________________
 MB1289  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 MB1289  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB1289  DYNAMIC HT  -         301.086 (meters)     987.81  (feet)  COMP
 MB1289  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 MB1289
 MB1289  HORZ ORDER  -  SECOND
 MB1289  VERT ORDER  -  FIRST     CLASS II
 MB1289
 MB1289.The horizontal coordinates were established by classical geodetic methods
 MB1289.and adjusted by the National Geodetic Survey in April 1998..
 MB1289
 MB1289.The orthometric height was determined by differential leveling
 MB1289.and adjusted by the National Geodetic Survey in June 1991..
 MB1289
 MB1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1289
 MB1289.The geoid height was determined by GEOID03.
 MB1289
 MB1289.The dynamic height is computed by dividing the NAVD 88
 MB1289.geopotential number by the normal gravity value computed on the
 MB1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1289.degrees latitude (g = 980.6199 gals.).
 MB1289
 MB1289.The modeled gravity was interpolated from observed gravity values.
 MB1289
 MB1289;                    North         East     Units Scale Factor Converg.
 MB1289;SPC OH N     -   157,615.539   682,723.822   MT  0.99993917   +0 38 48.4
 MB1289;UTM  17      - 4,547,969.504   456,701.300   MT  0.99962307   -0 20 19.5
 MB1289
 MB1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1289!SPC OH N     -   0.99995799  x   0.99993917  =   0.99989717
 MB1289!UTM  17      -   0.99995799  x   0.99962307  =   0.99958108
 MB1289
 MB1289                          SUPERSEDED SURVEY CONTROL
 MB1289
 MB1289  NAD 83(1986)-  41 04 54.61045(N)    081 30 55.71537(W) AD(       ) 2
 MB1289  NAD 27      -  41 04 54.41137(N)    081 30 56.28739(W) AD(       ) 2
 MB1289  NGVD 29 (??/??/92)  301.416  (m)          988.90   (f) ADJ UNCH    1 2
 MB1289
 MB1289.Superseded values are not recommended for survey control.
 MB1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1289.See file dsdata.txt to determine how the superseded data were derived.
 MB1289
 MB1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5670147970(NAD 83)
 MB1289_MARKER: DD = SURVEY DISK
 MB1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1289_STAMPING: HALL A
 MB1289_MARK LOGO: OH0070
 MB1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1289+STABILITY: SURFACE MOTION
 MB1289
 MB1289  HISTORY     - Date     Condition        Report By
 MB1289  HISTORY     - UNK      MONUMENTED       OH0070
 MB1289  HISTORY     - 1963     GOOD             CGS
 MB1289
 MB1289                          STATION DESCRIPTION
 MB1289
 MB1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1289'AT AKRON.
 MB1289'AT AKRON, IN THE DOWNTOWN SECTION, AT THE INTERSECTION OF
 MB1289'BROADWAY AND MILL STREET, 25.8 FEET EAST OF THE CENTER LINE OF
 MB1289'BROADWAY, 8 FEET NORTHWEST OF THE SOUTHEAST CURB OF THE
 MB1289'INTERSECTION, 15 FEET WEST OF A STREET LIGHT POLE, 5 INCHES
 MB1289'UNDER THE SURFACE OF THE STREET AND SET IN THE TOP OF A CONCRETE
 MB1289'POST COVERED WITH A 9 INCH IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1288 ***********************************************************************
 MB1288  DESIGNATION -  HALL B
 MB1288  PID         -  MB1288
 MB1288  STATE/COUNTY-  OH/SUMMIT
 MB1288  USGS QUAD   -  AKRON WEST (1994)
 MB1288
 MB1288                         *CURRENT SURVEY CONTROL
 MB1288  ___________________________________________________________________
 MB1288* NAD 83(1995)-  41 04 47.86341(N)    081 30 59.45506(W)     ADJUSTED  
 MB1288* NAVD 88     -       308.059  (meters)    1010.69   (feet)  ADJUSTED  
 MB1288  ___________________________________________________________________
 MB1288  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 MB1288  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB1288  DYNAMIC HT  -         307.924 (meters)    1010.25  (feet)  COMP
 MB1288  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 MB1288
 MB1288  HORZ ORDER  -  SECOND
 MB1288  VERT ORDER  -  FIRST     CLASS II
 MB1288
 MB1288.The horizontal coordinates were established by classical geodetic methods
 MB1288.and adjusted by the National Geodetic Survey in April 1998..
 MB1288
 MB1288.The orthometric height was determined by differential leveling
 MB1288.and adjusted by the National Geodetic Survey in June 1991..
 MB1288
 MB1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1288
 MB1288.The geoid height was determined by GEOID03.
 MB1288
 MB1288.The dynamic height is computed by dividing the NAVD 88
 MB1288.geopotential number by the normal gravity value computed on the
 MB1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1288.degrees latitude (g = 980.6199 gals.).
 MB1288
 MB1288.The modeled gravity was interpolated from observed gravity values.
 MB1288
 MB1288;                    North         East     Units Scale Factor Converg.
 MB1288;SPC OH N     -   157,406.657   682,638.806   MT  0.99993916   +0 38 46.0
 MB1288;UTM  17      - 4,547,762.181   456,612.733   MT  0.99962317   -0 20 21.9
 MB1288
 MB1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1288!SPC OH N     -   0.99995692  x   0.99993916  =   0.99989608
 MB1288!UTM  17      -   0.99995692  x   0.99962317  =   0.99958011
 MB1288
 MB1288                          SUPERSEDED SURVEY CONTROL
 MB1288
 MB1288  NAD 83(1986)-  41 04 47.87040(N)    081 30 59.45846(W) AD(       ) 2
 MB1288  NAD 27      -  41 04 47.67131(N)    081 31 00.03061(W) AD(       ) 2
 MB1288  NGVD 29 (??/??/92)  308.256  (m)         1011.34   (f) ADJ UNCH    1 2
 MB1288
 MB1288.Superseded values are not recommended for survey control.
 MB1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1288.See file dsdata.txt to determine how the superseded data were derived.
 MB1288
 MB1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5661347762(NAD 83)
 MB1288_MARKER: DD = SURVEY DISK
 MB1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1288_STAMPING: HALL B
 MB1288_MARK LOGO: OH0070
 MB1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1288+STABILITY: SURFACE MOTION
 MB1288
 MB1288  HISTORY     - Date     Condition        Report By
 MB1288  HISTORY     - UNK      MONUMENTED       OH0070
 MB1288  HISTORY     - 1963     GOOD             CGS
 MB1288  HISTORY     - 20060202 MARK NOT FOUND   GEOCAC
 MB1288
 MB1288                          STATION DESCRIPTION
 MB1288
 MB1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1288'AT AKRON.
 MB1288'AT AKRON, IN THE DOWNTOWN PART OF THE CITY, ALONG BROADWAY
 MB1288'STREET, ABOUT 0.15 MILE SOUTH ALONG BROADWAY FROM ITS
 MB1288'INTERSECTION WITH MILL STREET, AT 165 BROADWAY, 7.6 FEET NORTH
 MB1288'OF THE EXTENDED CENTER LINE OF A DRIVEWAY LEADING TO ARMORY,
 MB1288'30 1/2 FEET SOUTHEAST OF A STREET LIGHT POLE, 24.2 FEET WEST OF
 MB1288'THE EAST CURB OF BROADWAY, SET IN THE TOP OF A CONCRETE POST 5
 MB1288'INCHES UNDER BROADWAY AND COVERED WITH A 9 INCH IRON COVER.
 MB1288
 MB1288                          STATION RECOVERY (2006)
 MB1288
 MB1288'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1288'MEASUREMENTS INDICATE THAT THE MARK HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2097 ***********************************************************************
 KZ2097  DESIGNATION -  HAMER
 KZ2097  PID         -  KZ2097
 KZ2097  STATE/COUNTY-  OH/LOGAN
 KZ2097  USGS QUAD   -  RUSSELLS POINT (1982)
 KZ2097
 KZ2097                         *CURRENT SURVEY CONTROL
 KZ2097  ___________________________________________________________________
 KZ2097* NAD 83(1995)-  40 22 35.53636(N)    083 58 15.10981(W)     ADJUSTED  
 KZ2097* NAVD 88     -       305.96   (+/-2cm)    1003.8    (feet)  VERTCON   
 KZ2097  ___________________________________________________________________
 KZ2097  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 KZ2097  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KZ2097
 KZ2097  HORZ ORDER  -  FIRST
 KZ2097  VERT ORDER  -  THIRD ? (See Below)
 KZ2097
 KZ2097.The horizontal coordinates were established by classical geodetic methods
 KZ2097.and adjusted by the National Geodetic Survey in April 1998..
 KZ2097
 KZ2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ2097.The vertical order pertains to the NGVD 29 superseded value.
 KZ2097
 KZ2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2097
 KZ2097.The geoid height was determined by GEOID03.
 KZ2097
 KZ2097;                    North         East     Units Scale Factor Converg.
 KZ2097;SPC OH N     -    79,882.584   475,094.382   MT  1.00001137   -0 57 58.6
 KZ2097;SPC OH S     -   264,861.928   475,084.665   MT  1.00008598   -0 55 59.9
 KZ2097;UTM  17      - 4,473,788.536   247,787.973   MT  1.00038310   -1 55 32.0
 KZ2097;UTM  16      - 4,473,956.515   757,159.807   MT  1.00041413   +1 57 48.1
 KZ2097
 KZ2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2097!SPC OH N     -   0.99995726  x   1.00001137  =   0.99996863
 KZ2097!SPC OH S     -   0.99995726  x   1.00008598  =   1.00004324
 KZ2097!UTM  17      -   0.99995726  x   1.00038310  =   1.00034034
 KZ2097!UTM  16      -   0.99995726  x   1.00041413  =   1.00037137
 KZ2097
 KZ2097|---------------------------------------------------------------------|
 KZ2097| PID    Reference Object                     Distance      Geod. Az  |
 KZ2097|                                                           dddmmss.s |
 KZ2097| CF2939 HAMER RM 1                           28.297 METERS 08034     |
 KZ2097| CF2938 HAMER AZ MK                                        0883225.2 |
 KZ2097| CF2940 HAMER RM 2                           40.599 METERS 33142     |
 KZ2097| CE6667 HAMER RM 3                           25.081 METERS 34751     |
 KZ2097| KZ2098 PTS 33                                7.656 METERS 35032     |
 KZ2097|---------------------------------------------------------------------|
 KZ2097
 KZ2097                          SUPERSEDED SURVEY CONTROL
 KZ2097
 KZ2097  NAD 83(1986)-  40 22 35.54435(N)    083 58 15.12152(W) AD(       ) 1
 KZ2097  NAD 27      -  40 22 35.36700(N)    083 58 15.33800(W) AD(       ) 1
 KZ2097  NGVD 29 (07/19/86)  306.16   (m)         1004.5    (f) LEVELING    3  
 KZ2097
 KZ2097.Superseded values are not recommended for survey control.
 KZ2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2097.See file dsdata.txt to determine how the superseded data were derived.
 KZ2097
 KZ2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE4778873789(NAD 83)
 KZ2097_MARKER: DS = TRIANGULATION STATION DISK
 KZ2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2097
 KZ2097  HISTORY     - Date     Condition        Report By
 KZ2097  HISTORY     - 1943     MONUMENTED       CGS
 KZ2097  HISTORY     - 1966     GOOD             CGS
 KZ2097  HISTORY     - 1988     GOOD             LOCENG
 KZ2097
 KZ2097                          STATION DESCRIPTION
 KZ2097
 KZ2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KZ2097'STATION IS LOCATED ABOUT 3 MILES E OF THE SMALL VILLAGE OF MAPLEWOOD,
 KZ2097'AND IT IS IN THE FRONT YARD OF THE
 KZ2097'HAMER W. SMITH FARM ESTATE, 107 FEET N OF THE NW
 KZ2097'CORNER OF THE SMITH FARMHOUSE, 58.4
 KZ2097'FEET S OF THE CENTER LINE OF A
 KZ2097'MACADAM ROAD, 34.2 FEET E OF THE CENTER LINE OF THE
 KZ2097'FARM DRIVEWAY.
 KZ2097'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HAMER 1943.
 KZ2097'
 KZ2097'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 KZ2097'DISKS SET IN CONCRETE.
 KZ2097'
 KZ2097'REFERENCE MARK 1 IS 92.84 FEET ENE OF THE STATION, 42.8 FEET
 KZ2097'S OF THE CENTER
 KZ2097'LINE OF A MACADAM ROAD, 21.4 FEET S OF THE NW CONCRETE
 KZ2097'CORNER FENCE POST OF THE FARM
 KZ2097'GARDEN.  THE MARK IS FLUSH WITH
 KZ2097'THE GROUND AND THE DISK IS STAMPED HANER NO 1 1943.
 KZ2097'
 KZ2097'REFERENCE MARK 2 IS 133.20 FEET NW OF THE STATION, 61 FEET N
 KZ2097'OF THE CENTER LINE
 KZ2097'OF A MACADAM ROAD, 16.5 FEET W OF THE CENTER LINE
 KZ2097'OF A GRAVELED ROAD, 1 FOOT E OF A N-S
 KZ2097'FENCELINE.  THE DISK IS
 KZ2097'STAMPED HAMER NO 2 1943.
 KZ2097'
 KZ2097'THE AZIMUTH MARK IS 0.55 MILE E OF THE STATION, 0.05 MILE W OF
 KZ2097'THE I. R. HAMMOND
 KZ2097'FARMHOUSE, 24 FEET N OF THE CENTER LINE OF A MACADAM
 KZ2097'ROAD, 1 FOOT S OF AN E-W FENCELINE.
 KZ2097'THE DISK IS STAMPED HAMER 1943.
 KZ2097'
 KZ2097'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HAMER
 KZ2097'TO PRIMARY
 KZ2097'TRAVERSE STATION 33 (U.S.G.S.).  IT IS 25.12 FEET N OF
 KZ2097'THE STATION.
 KZ2097'
 KZ2097'TO REACH THE STATION FROM THE CROSS ROAD IN THE CENTER OF THE
 KZ2097'SMALL VILLAGE OF
 KZ2097'LOGANVILLE, GO N ON MACADAM ROAD FOR 0.4 MILE TO A
 KZ2097'T-INTERSECTION, HERE TURN LEFT AND
 KZ2097'GO 2.2 MILES TO A CROSS ROAD, THENCE
 KZ2097'LEFT ON MACADAM ROAD FOR 0.7 MILE TO THE I. R.
 KZ2097'HAMMOND FARMHOUSE
 KZ2097'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE ON
 KZ2097'W FOR 0.55
 KZ2097'MILE TO THE HAMER W. SMITH FARMHOUSE ON THE LEFT AND
 KZ2097'STATION AS DESCRIBED.
 KZ2097'
 KZ2097'HEIGHT OF LIGHT ABOVE STATION MARK- 34 METERS.
 KZ2097
 KZ2097                          STATION RECOVERY (1966)
 KZ2097
 KZ2097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 KZ2097'THE STATION REFERENCE MARK NO. 1, PRIMARY TRAVERSE STATION NO. 33
 KZ2097'(USGS) 1909, AND THE AZIMUTH
 KZ2097'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 KZ2097'2 WAS REMOVED BY THE LOGAN
 KZ2097'COUNTY ENGINEER AT THE TIME BLOOMFIELD TOWNSHIP ROAD NO. 35
 KZ2097'WAS IMPROVED.  A NEW REFERENCE MARK NO. 3
 KZ2097'WAS ESTABLISHED DURING THIS OCCUPATION.
 KZ2097'
 KZ2097'A DISCREPANCY OF 02 MIN 48 SEC WAS NOTED IN THE DIRECTION TO PRIMARY
 KZ2097'TRAVERSE STATION NO. 33 (USGS)
 KZ2097'1909.  THE HORIZONTAL DISTANCE MEASUREMENTS BETWEEN THE STATION AND
 KZ2097'REFERENCE MARK NO. 1 AND PRIMARY
 KZ2097'TRAVERSE STATION NO. 33 (USGS) 1909 WERE IN AGREEMENT
 KZ2097'WITH THE 1943 MEASUREMENTS.
 KZ2097'
 KZ2097'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KZ2097'
 KZ2097'THE STATION IS LOCATED IN THE FRONT YARD OF PROPERTY OWNED BY H. MAX
 KZ2097'SMITH ABOUT 3 MILES EAST OF
 KZ2097'THE SMALL COMMUNITY OF MAPLEWOOD.
 KZ2097'
 KZ2097'THE STATION IS 107 FEET NORTH OF THE NORTHWEST CORNER OF A FARMHOUSE,
 KZ2097'58 FEET SOUTH OF THE APPROXIMATE
 KZ2097'CENTER OF LOGAN COUNTY ROAD NO. 58 AND 34 FEET EAST OF THE
 KZ2097'APPROXIMATE CENTER OF A DRIVEWAY.  NO
 KZ2097'WITNESS POST WAS SET AS THE YARD IS KEPT MOWED.  IT IS A
 KZ2097'STANDARD DISK SET IN THE TOP OF A 12 INCH,
 KZ2097'SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 KZ2097'DISK IS STAMPED HAMER 1943.
 KZ2097'
 KZ2097'REFERENCE MARK NO. 1 IS 43 FEET SOUTH OF THE APPROXIMATE CENTER OF
 KZ2097'LOGAN COUNTY ROAD NO. 58 AND
 KZ2097'21 FEET SOUTH OF A SOUTHWEST FENCE CORNER WHICH IS BOXED IN.  IT IS
 KZ2097'A STANDARD DISK SET IN THE TOP OF
 KZ2097'A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 KZ2097'DISK IS STAMPED HAMER NO 1 1943.
 KZ2097'
 KZ2097'REFERENCE MARK NO. 3 IS LOCATED IN THE NORTHEAST ANGLE OF THE
 KZ2097'INTERSECTION OF LOGAN COUNTY
 KZ2097'ROAD NO. 58 AND BLOOMFIELD TOWNSHIP ROAD NO. 35, 26 FEET EAST OF THE
 KZ2097'APPROXIMATE CENTER OF BLOOMFIELD
 KZ2097'TOWNSHIP ROAD NO. 35, 23 FEET NORTH OF THE APPROXIMATE CENTER OF
 KZ2097'LOGAN COUNTY ROAD NO. 58, 7 FEET EAST
 KZ2097'OF A SOUTHWEST FENCE CORNER, 3 FEET EAST OF A
 KZ2097'TELEPHONE POLE, AND 1 FOOT SOUTH OF A FENCE.  IT IS A
 KZ2097'STANDARD DISK SET IN THE TOP OF A
 KZ2097'10-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK
 KZ2097'IS STAMPED HAMER NO 3 1943 1966.
 KZ2097'
 KZ2097'DUE TO THE BOXED FENCE CORNER, THE REFERENCE MARKS COULD NOT BE
 KZ2097'MEASURED BETWEEN.
 KZ2097'
 KZ2097'PRIMARY TRAVERSE STATION 33 (USGS) 1909 IS A BRASS CAP RIVETED TO THE
 KZ2097'TOP OF A 4-INCH PIPE THAT
 KZ2097'PROJECTS ABOUT 10 INCHES.  THE TOP TO THE CAP HAS BEEN PAINTED AND
 KZ2097'THE STAMPING WAS NOT LEGIBLE EXCEPT
 KZ2097'FOR THE TRIANGLE IN THE CENTER OF THE CAP.
 KZ2097'
 KZ2097'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 47 AND
 KZ2097'LOGAN COUNTY ROAD NO. 24
 KZ2097'IN LOGANVILLE, GO NORTH OF LOGAN COUNTY ROAD NO. 24 FOR 0.35 MILE TO
 KZ2097'WHERE LOGAN COUNTY ROAD NO. 21
 KZ2097'BEGINS AT A CROSSROAD.  HERE TURN LEFT AND GO WEST AND NORTH
 KZ2097'ON LOGAN COUNTY ROAD NO. 21 FOR 0.7 MILE TO
 KZ2097'LOGAN COUNTY ROAD NO. 77 ON THE LEFT.
 KZ2097'CONTINUE NORTHERLY ON LOGAN COUNTY ROAD NO. 21 FOR 1.5 MILES
 KZ2097'TO THE JUNCTION WITH LOGAN
 KZ2097'COUNTY ROAD NO. 58, HERE TURN LEFT AND GO WEST ON LOGAN COUNTY ROAD
 KZ2097'NO. 58 FOR 0.7 MILE TO THE
 KZ2097'AZIMUTH MARK ON THE RIGHT, CONTINUE WEST ON LOGAN COUNTY ROAD
 KZ2097'NO. 58 FOR 0.55 MILE TO BLOOMFIELD
 KZ2097'TOWNSHIP ROAD ON THE RIGHT AND THE STATION ON
 KZ2097'THE LEFT AS DESCRIBED.
 KZ2097
 KZ2097                          STATION RECOVERY (1988)
 KZ2097
 KZ2097'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (LCE)
 KZ2097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2093 ***********************************************************************
 JX2093  DESIGNATION -  HAMILTON
 JX2093  PID         -  JX2093
 JX2093  STATE/COUNTY-  OH/WASHINGTON
 JX2093  USGS QUAD   -  DALZELL (1994)
 JX2093
 JX2093                         *CURRENT SURVEY CONTROL
 JX2093  ___________________________________________________________________
 JX2093* NAD 83(1995)-  39 33 34.79042(N)    081 15 47.73546(W)     ADJUSTED  
 JX2093* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 JX2093  ___________________________________________________________________
 JX2093  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 JX2093  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JX2093
 JX2093  HORZ ORDER  -  THIRD
 JX2093
 JX2093.The horizontal coordinates were established by classical geodetic methods
 JX2093.and adjusted by the National Geodetic Survey in April 1998..
 JX2093
 JX2093.The orthometric height was scaled from a topographic map.
 JX2093
 JX2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2093
 JX2093.The geoid height was determined by GEOID03.
 JX2093
 JX2093;                    North         East     Units Scale Factor Converg.
 JX2093;SPC OH S     -   173,871.878   706,275.603   MT  0.99994057   +0 47 05.0
 JX2093;UTM  17      - 4,378,919.181   477,384.527   MT  0.99960630   -0 10 03.6
 JX2093
 JX2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2093!SPC OH S     -   0.99994951  x   0.99994057  =   0.99989009
 JX2093!UTM  17      -   0.99994951  x   0.99960630  =   0.99955583
 JX2093
 JX2093:                Primary Azimuth Mark                     Grid Az
 JX2093:SPC OH S     -  HAMILTON AZ MK                           189 51 57.5
 JX2093:UTM  17      -  HAMILTON AZ MK                           190 49 06.1
 JX2093
 JX2093|---------------------------------------------------------------------|
 JX2093| PID    Reference Object                     Distance      Geod. Az  |
 JX2093|                                                           dddmmss.s |
 JX2093| CD1851 HAMILTON AZ MK                                     1903902.5 |
 JX2093| CD1852 HAMILTON RM 1                         9.405 METERS 20027     |
 JX2093| CD1853 HAMILTON RM 2                         9.162 METERS 27351     |
 JX2093|---------------------------------------------------------------------|
 JX2093
 JX2093                          SUPERSEDED SURVEY CONTROL
 JX2093
 JX2093  NAD 83(1986)-  39 33 34.79641(N)    081 15 47.74418(W) AD(       ) 3
 JX2093  NAD 27      -  39 33 34.52720(N)    081 15 48.33230(W) AD(       ) 3
 JX2093
 JX2093.Superseded values are not recommended for survey control.
 JX2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2093.See file dsdata.txt to determine how the superseded data were derived.
 JX2093
 JX2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD7738578919(NAD 83)
 JX2093_MARKER: DS = TRIANGULATION STATION DISK
 JX2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2093
 JX2093  HISTORY     - Date     Condition        Report By
 JX2093  HISTORY     - 1963     MONUMENTED       CGS
 JX2093
 JX2093                          STATION DESCRIPTION
 JX2093
 JX2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2093'NO MEASUREMENT BETWEEN RMS BECAUSE OF FENCE POST ON LINE.
 JX2093'
 JX2093'THE STATION IS ABOUT 11 MILES WEST NORTHWEST OF NEW MATAMORAS, 2-1/2
 JX2093'MILES EAST OF SMALL VILLAGE
 JX2093'OF DALZELL AND 2 MILES NORTH NORTHWEST OF THE POST OFFICE IN WINGRETT
 JX2093'RUN.  IT IS 9 FEET EAST OF A FENCE
 JX2093'CORNER AND WITNESS POST AND 34 FEET SOUTH OF THE
 JX2093'NORTH SLOPE OF THE HILL.  IT IS ON THE PROPERTY OF
 JX2093'MR. ERNEST HAMILTON.  THE MONUMENT IS
 JX2093'FLUSH AND THE DISK IS STAMPED HAMILTON 1963.
 JX2093'
 JX2093'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26 AND STATE
 JX2093'HIGHWAY 260 IN SMALL VILLAGE
 JX2093'OF BLOOMFIELD, GO SOUTH ON HIGHWAY 26 FOR 5 MILES TO WINGRETT RUN
 JX2093'POST OFFICE AND GENERAL STORE.
 JX2093'CONTINUE SOUTHERLY ON HIGHWAY 26 FOR 1 MILE TO A GRAVELED
 JX2093'ROAD RIGHT.  TURN RIGHT AND GO WESTERLY FOR 1.5
 JX2093'MILES TO A T-INTERSECTION.  TURN RIGHT
 JX2093'ON WASHINGTON COUNTY ROAD 45 AND GO NORTHWESTERLY FOR 0.95 MILE TO
 JX2093'THE AZIMUTH MARK ON THE LEFT.
 JX2093'CONTINUE NORTHWESTERLY ON COUNTY ROAD 45 FOR 0.4 MILE TO A SHARP
 JX2093'CURVE TO THE RIGHT AND A POLE GATE ON
 JX2093'THE LEFT.  TURN LEFT THROUGH GATE AND GO SOUTHWESTERLY UP HILL
 JX2093'FOR 0.05 MILE TO STATION.
 JX2093'
 JX2093'REFERENCE MARK 1 IS 1 FOOT EAST OF A FENCE AND 30 FEET SOUTH OF A
 JX2093'FENCE CORNER.  THE MONUMENT
 JX2093'IS FLUSH AND THE DISK IS STAMPED HAMILTON NO 1 1963.
 JX2093'
 JX2093'REFERENCE MARK 2 IS 21 FEET WEST OF A FENCE CORNER, 34 FEET SOUTH OF
 JX2093'THE NORTH SLOPE OF THE HILL
 JX2093'AND SET IN THE FENCE LINE.  THE MONUMENT IS FLUSH AND THE DISK IS
 JX2093'STAMPED HAMILTON NO 2 1963.
 JX2093'
 JX2093'THE AZIMUTH MARK IS 12 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD
 JX2093'AND 7 FEET NORTH OF A 24 INCH
 JX2093'ASH TREE AND WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 JX2093'STAMPED HAMILTON 1963.
 JX2093'
 JX2093'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1295 ***********************************************************************
 JY1295  DESIGNATION -  HAMILTON
 JY1295  PID         -  JY1295
 JY1295  STATE/COUNTY-  OH/FRANKLIN
 JY1295  USGS QUAD   -  LOCKBOURNE (1992)
 JY1295
 JY1295                         *CURRENT SURVEY CONTROL
 JY1295  ___________________________________________________________________
 JY1295* NAD 83(1995)-  39 51 55.92210(N)    082 53 56.67792(W)     ADJUSTED  
 JY1295* NAVD 88     -       234.7    (meters)     770.     (feet)  VERTCON   
 JY1295  ___________________________________________________________________
 JY1295  X           -     606,027.812 (meters)                     COMP
 JY1295  Y           -  -4,864,843.125 (meters)                     COMP
 JY1295  Z           -   4,066,665.725 (meters)                     COMP
 JY1295  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 JY1295  ELLIP HEIGHT-         200.65  (meters)          (10/07/05) GPS OBS
 JY1295  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JY1295
 JY1295  HORZ ORDER  -  FIRST
 JY1295  ELLP ORDER  -  FOURTH    CLASS I
 JY1295
 JY1295.The horizontal coordinates were established by GPS observations
 JY1295.and adjusted by the National Geodetic Survey in April 1998..
 JY1295
 JY1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1295
 JY1295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1295
 JY1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1295
 JY1295.The ellipsoidal height was determined by GPS observations
 JY1295.and is referenced to NAD 83.
 JY1295
 JY1295.The geoid height was determined by GEOID03.
 JY1295
 JY1295;                    North         East     Units Scale Factor Converg.
 JY1295;SPC OH S     -   207,178.416   565,855.605   MT  0.99997111   -0 15 11.6
 JY1295;UTM  17      - 4,414,558.758   337,572.453   MT  0.99992480   -1 13 03.2
 JY1295
 JY1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1295!SPC OH S     -   0.99996852  x   0.99997111  =   0.99993963
 JY1295!UTM  17      -   0.99996852  x   0.99992480  =   0.99989333
 JY1295
 JY1295                          SUPERSEDED SURVEY CONTROL
 JY1295
 JY1295  ELLIP H (04/01/98)  200.66   (m)                       GP(       ) 4 1
 JY1295  NAD 83(1986)-  39 51 55.92937(N)    082 53 56.68288(W) AD(       ) 1
 JY1295  NAD 83(1986)-  39 51 55.93272(N)    082 53 56.68786(W) AD(       ) 1
 JY1295  NGVD 29 (09/26/89)  234.9    (m)          771.     (f) GPS OBS        
 JY1295
 JY1295.Superseded values are not recommended for survey control.
 JY1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1295.See file dsdata.txt to determine how the superseded data were derived.
 JY1295
 JY1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE3757214559(NAD 83)
 JY1295_MARKER: DD = SURVEY DISK
 JY1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1295_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JY1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1295+STABILITY: SURFACE MOTION
 JY1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1295+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1295
 JY1295  HISTORY     - Date     Condition        Report By
 JY1295  HISTORY     - 1983     MONUMENTED       OH-049
 JY1295  HISTORY     - 1987     GOOD             AEROS
 JY1295
 JY1295                          STATION DESCRIPTION
 JY1295
 JY1295'DESCRIBED BY AERO SERVICE CORPORATION 1987 (TJA)
 JY1295'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 JY1295'NORTHWEST OF GROVEPORT,
 JY1295'3.2 KM (2.0 MI) EAST-SOUTHEAST OF OBETZ,
 JY1295'4.8 KM (3.0 MI) NORTH-NORTHEAST OF THE RICKENBACKER AIR NATIONAL
 JY1295'GUARD BASE.
 JY1295'OWNERSHIP--STATE OF OHIO.
 JY1295'
 JY1295'TO REACH THE STATION FROM THE INTERSECTION OF GROVEPORT ROAD AND
 JY1295'STATE ROUTE 317 IN GROVEPORT, GO NORTH FOR 1.1 KM (0.7 MI) ON STATE
 JY1295'ROUTE 317 TO THE STATION ON THE LEFT IN THE GRASS MEDIAN, ABOUT 152
 JY1295'METERS (500 FT) SOUTHWEST OF THE ROUTE 317 OVERPASS OVER THE
 JY1295'CHESAPEAKE AND OHIO RAILROAD.
 JY1295'
 JY1295'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---HAMILTON
 JY1295'1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.5 CM IN
 JY1295'DIAMETER FLUSH WITH GROUND.  LOCATED 18.4 METERS (60.5 FT)
 JY1295'WEST-SOUTHWEST FROM A STANDARD FRANKLIN COUNTY SURVEY MARK METAL
 JY1295'WITNESS POST FOR HAMILTON RM-1 ON THE EAST SIDE OF ROUTE 317, 19.0
 JY1295'METERS (62.2 FT) NORTH-NORTHWEST FROM A STANDARD FRANKLIN COUNTY
 JY1295'SURVEY MARK METAL WITNESS POST FOR HAMILTON RM-2 ON THE EAST SIDE
 JY1295'OF ROUTE 317, 1.4 METERS (4.7 FT) WEST-NORTHWEST FROM THE WEST EDGE
 JY1295'OF THE NORTHBOUND LANE OF ROUTE 317, 0.6 METERS (2 FT) WEST FROM A
 JY1295'FRANKLIN COUNTY ENGINEER WITNESS POST.  THE UNDERGROUND MARK IS A
 JY1295'FRANKLIN CO. SURVEY DISK STAMPED---HAMILTON 1983---, SET IN AN
 JY1295'IRREGULAR MASS OF CONCRETE 0.91 METERS BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3169 ***********************************************************************
 JZ3169  DESIGNATION -  HAMILTON AMER CYANIDE CO STACK
 JZ3169  PID         -  JZ3169
 JZ3169  STATE/COUNTY-  OH/BUTLER
 JZ3169  USGS QUAD   -  GREENHILLS (1981)
 JZ3169
 JZ3169                         *CURRENT SURVEY CONTROL
 JZ3169  ___________________________________________________________________
 JZ3169* NAD 83(1995)-  39 21 29.13260(N)    084 32 24.41330(W)     ADJUSTED  
 JZ3169* NAVD 88     -                                                        
 JZ3169  ___________________________________________________________________
 JZ3169  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JZ3169  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JZ3169
 JZ3169  HORZ ORDER  -  THIRD
 JZ3169
 JZ3169.The horizontal coordinates were established by classical geodetic methods
 JZ3169.and adjusted by the National Geodetic Survey in April 1998..
 JZ3169
 JZ3169
 JZ3169.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3169
 JZ3169.The geoid height was determined by GEOID03.
 JZ3169
 JZ3169;                    North         East     Units Scale Factor Converg.
 JZ3169;SPC OH S     -   152,752.251   424,192.664   MT  0.99993601   -1 17 40.2
 JZ3169;UTM  16      - 4,359,401.907   711,940.819   MT  1.00015309   +1 33 38.0
 JZ3169
 JZ3169                          SUPERSEDED SURVEY CONTROL
 JZ3169
 JZ3169  NAD 83(1995)-  39 21 29.13876(N)    084 32 24.42184(W) AD(       ) 4
 JZ3169  NAD 83(1986)-  39 21 29.13668(N)    084 32 24.42266(W) AD(       ) 4
 JZ3169  NAD 27      -  39 21 28.93500(N)    084 32 24.61400(W) AD(       ) 3
 JZ3169
 JZ3169.Superseded values are not recommended for survey control.
 JZ3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3169.See file dsdata.txt to determine how the superseded data were derived.
 JZ3169
 JZ3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1194159402(NAD 83)
 JZ3169_MARKER: 63 = STACK
 JZ3169
 JZ3169  HISTORY     - Date     Condition        Report By
 JZ3169  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3169  HISTORY     - 20031222 MARK NOT FOUND   GEOCAC
 JZ3169
 JZ3169                          STATION DESCRIPTION
 JZ3169
 JZ3169'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3169'THIS IS AN INTERSECTION STATION.
 JZ3169'
 JZ3169'THE STATION IS LOCATED ON THE PROPERTY OF AMERICAN CYANIDE CO.,
 JZ3169'APPROXIMATELY 1 MILE SOUTH OF THE CORPORATION LIMITS OF HAMILTON,
 JZ3169'OHIO, AND ABOUT 100 YARDS EAST OF STATE HIGHWAY NO. 4. THE STACK IS
 JZ3169'OF BRICK CONSTRUCTION, AND HAS RED OBSTRUCTION LIGHTS.
 JZ3169'
 JZ3169'THE POINT OF INTERSECTION WAS THE CENTER OF THE TOP OF THE STACK.
 JZ3169
 JZ3169                          STATION RECOVERY (2003)
 JZ3169
 JZ3169'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 JZ3169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3170 ***********************************************************************
 JZ3170  DESIGNATION -  HAMILTON AMER CYANIDE CO TANK
 JZ3170  PID         -  JZ3170
 JZ3170  STATE/COUNTY-  OH/BUTLER
 JZ3170  USGS QUAD   -  GREENHILLS (1981)
 JZ3170
 JZ3170                         *CURRENT SURVEY CONTROL
 JZ3170  ___________________________________________________________________
 JZ3170* NAD 83(1995)-  39 21 30.11182(N)    084 32 22.25622(W)     ADJUSTED  
 JZ3170* NAVD 88     -                                                        
 JZ3170  ___________________________________________________________________
 JZ3170  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 JZ3170  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JZ3170
 JZ3170  HORZ ORDER  -  THIRD
 JZ3170
 JZ3170.The horizontal coordinates were established by classical geodetic methods
 JZ3170.and adjusted by the National Geodetic Survey in April 1998..
 JZ3170
 JZ3170
 JZ3170.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3170
 JZ3170.The geoid height was determined by GEOID03.
 JZ3170
 JZ3170;                    North         East     Units Scale Factor Converg.
 JZ3170;SPC OH S     -   152,781.274   424,244.972   MT  0.99993601   -1 17 38.8
 JZ3170;UTM  16      - 4,359,433.506   711,991.628   MT  1.00015336   +1 33 39.4
 JZ3170
 JZ3170                          SUPERSEDED SURVEY CONTROL
 JZ3170
 JZ3170  NAD 83(1995)-  39 21 30.11797(N)    084 32 22.26474(W) AD(       ) 4
 JZ3170  NAD 83(1986)-  39 21 30.11590(N)    084 32 22.26560(W) AD(       ) 4
 JZ3170  NAD 27      -  39 21 29.91400(N)    084 32 22.45700(W) AD(       ) 3
 JZ3170
 JZ3170.Superseded values are not recommended for survey control.
 JZ3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3170.See file dsdata.txt to determine how the superseded data were derived.
 JZ3170
 JZ3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1199259434(NAD 83)
 JZ3170_MARKER: 51 = TANK
 JZ3170
 JZ3170  HISTORY     - Date     Condition        Report By
 JZ3170  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3170  HISTORY     - 20031222 GOOD             GEOCAC
 JZ3170
 JZ3170                          STATION DESCRIPTION
 JZ3170
 JZ3170'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3170'THIS IS AN INTERSECTION STATION.
 JZ3170'
 JZ3170'THE STATION IS LOCATED APPROXIMATELY 1 MILE SOUTH OF THE CORPORATION
 JZ3170'LIMITS OF HAMILTON, OHIO, AND ABOUT 100 YARDS EAST OF STATE
 JZ3170'HIGHWAY NO. 4. THE TANK IS OF STEEL CONSTRUCTION, AND IS PAINTED RED
 JZ3170'AND WHITE, CHECKER DESIGNED. IT HAS RED OBSTRUCTION LIGHTS.
 JZ3170'
 JZ3170'THE POINT OF INTERSECTION WAS THE CENTER OF THE TOP OF THE WATER
 JZ3170'TANK. THE STATION IS ON THE PROPERTY OF THE AMERICAN CYANIDE CO.
 JZ3170
 JZ3170                          STATION RECOVERY (2003)
 JZ3170
 JZ3170'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 JZ3170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0840 ***********************************************************************
 JZ0840  DESIGNATION -  HAMILTON CITY
 JZ0840  PID         -  JZ0840
 JZ0840  STATE/COUNTY-  OH/BUTLER
 JZ0840  USGS QUAD   -  HAMILTON (1988)
 JZ0840
 JZ0840                         *CURRENT SURVEY CONTROL
 JZ0840  ___________________________________________________________________
 JZ0840* NAD 83(1986)-  39 23 59.     (N)    084 33 45.     (W)     SCALED    
 JZ0840* NAVD 88     -       183.133  (meters)     600.83   (feet)  ADJUSTED  
 JZ0840  ___________________________________________________________________
 JZ0840  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JZ0840  DYNAMIC HT  -         183.030 (meters)     600.49  (feet)  COMP
 JZ0840  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 JZ0840
 JZ0840  VERT ORDER  -  FIRST     CLASS II
 JZ0840
 JZ0840.The horizontal coordinates were scaled from a topographic map and have
 JZ0840.an estimated accuracy of +/- 6 seconds.
 JZ0840
 JZ0840.The orthometric height was determined by differential leveling
 JZ0840.and adjusted by the National Geodetic Survey in June 1991..
 JZ0840
 JZ0840.The geoid height was determined by GEOID03.
 JZ0840
 JZ0840.The dynamic height is computed by dividing the NAVD 88
 JZ0840.geopotential number by the normal gravity value computed on the
 JZ0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0840.degrees latitude (g = 980.6199 gals.).
 JZ0840
 JZ0840.The modeled gravity was interpolated from observed gravity values.
 JZ0840
 JZ0840;                    North         East    Units  Estimated Accuracy
 JZ0840;SPC OH S     -   157,420.      422,370.      MT  (+/- 180 meters Scaled)
 JZ0840
 JZ0840                          SUPERSEDED SURVEY CONTROL
 JZ0840
 JZ0840  NGVD 29 (??/??/92)  183.316  (m)          601.43   (f) ADJ UNCH    1 2
 JZ0840
 JZ0840.Superseded values are not recommended for survey control.
 JZ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0840.See file dsdata.txt to determine how the superseded data were derived.
 JZ0840
 JZ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ098639(NAD 83)
 JZ0840_MARKER: Q = CHISELED SQUARE
 JZ0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0840_SP_SET: BUILDING LEDGE
 JZ0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0840+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 JZ0840
 JZ0840  HISTORY     - Date     Condition        Report By
 JZ0840  HISTORY     - UNK      MONUMENTED       CGS
 JZ0840  HISTORY     - 1947     GOOD             NGS
 JZ0840  HISTORY     - 20041023 POOR             GEOCAC
 JZ0840  HISTORY     - 20050720 GOOD             GEOCAC
 JZ0840
 JZ0840                          STATION DESCRIPTION
 JZ0840
 JZ0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0840'AT HAMILTON.
 JZ0840'AT HAMILTON, AT THE BUTLER COUNTY COURT HOUSE, 9.1 FEET EAST OF
 JZ0840'THE FOUNDATION OF THE MAIN EAST WALL, 0.2 FEET NORTH OF THE
 JZ0840'FOUNDATION OF THE NORTH BALUSTRADE OF THE EAST ENTRANCE TO THE
 JZ0840'COURT HOUSE, A CHISELED SQUARE AND THE LETTERS DATUM CHISELED
 JZ0840'NORTH OF THE SQUARE IN THE TOP OF A 2.2 FEET BY 0.5 FOOT
 JZ0840'SANDSTONE LEDGE WHICH PROJECTS ABOUT 1 INCH ABOVE THE SIDE WALK.
 JZ0840'NOTE-- ONLY THE NORTH HALF OF THE WEST EDGE OF THE 2.5-INCH
 JZ0840'SQUARE REMAINS.
 JZ0840
 JZ0840                          STATION RECOVERY (2004)
 JZ0840
 JZ0840'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0840'MARK RECOVERED IN POOR CONDITION.
 JZ0840
 JZ0840                          STATION RECOVERY (2005)
 JZ0840
 JZ0840'RECOVERY NOTE BY GEOCACHING 2005 (WJR)
 JZ0840'THE CHISELED SQUARE IS COMPLETE, CONTRARY TO THE 1947 DESCRIPTION.
 JZ0840'THE LETTERS DATUM ARE PRESENT, BUT VERY HARD TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0846 ***********************************************************************
 JZ0846  DESIGNATION -  HAMILTON NW BASE
 JZ0846  PID         -  JZ0846
 JZ0846  STATE/COUNTY-  OH/BUTLER
 JZ0846  USGS QUAD   -  GREENHILLS (1981)
 JZ0846
 JZ0846                         *CURRENT SURVEY CONTROL
 JZ0846  ___________________________________________________________________
 JZ0846* NAD 83(1995)-  39 21 44.94632(N)    084 32 46.47400(W)     ADJUSTED  
 JZ0846* NAVD 88     -       183.409  (meters)     601.73   (feet)  ADJUSTED  
 JZ0846  ___________________________________________________________________
 JZ0846  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 JZ0846  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JZ0846  DYNAMIC HT  -         183.303 (meters)     601.39  (feet)  COMP
 JZ0846  MODELED GRAV-     980,045.0   (mgal)                       NAVD 88
 JZ0846
 JZ0846  HORZ ORDER  -  FIRST
 JZ0846  VERT ORDER  -  FIRST     CLASS II
 JZ0846
 JZ0846.The horizontal coordinates were established by classical geodetic methods
 JZ0846.and adjusted by the National Geodetic Survey in April 1998..
 JZ0846
 JZ0846.The orthometric height was determined by differential leveling
 JZ0846.and adjusted by the National Geodetic Survey in June 1991..
 JZ0846
 JZ0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0846
 JZ0846.The geoid height was determined by GEOID03.
 JZ0846
 JZ0846.The dynamic height is computed by dividing the NAVD 88
 JZ0846.geopotential number by the normal gravity value computed on the
 JZ0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0846.degrees latitude (g = 980.6199 gals.).
 JZ0846
 JZ0846.The modeled gravity was interpolated from observed gravity values.
 JZ0846
 JZ0846;                    North         East     Units Scale Factor Converg.
 JZ0846;SPC OH S     -   153,251.731   423,675.724   MT  0.99993598   -1 17 54.2
 JZ0846;UTM  16      - 4,359,875.121   711,399.525   MT  1.00015027   +1 33 24.5
 JZ0846
 JZ0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0846!SPC OH S     -   0.99997650  x   0.99993598  =   0.99991248
 JZ0846!UTM  16      -   0.99997650  x   1.00015027  =   1.00012676
 JZ0846
 JZ0846|---------------------------------------------------------------------|
 JZ0846| PID    Reference Object                     Distance      Geod. Az  |
 JZ0846|                                                           dddmmss.s |
 JZ0846| CC9291 HAMILTON NW BASE RM 3                25.159 METERS 12025     |
 JZ0846| JZ0847 HAMILTON NW BASE RM 1                35.890 METERS 12626     |
 JZ0846| JZ3170 HAMILTON AMER CYANIDE CO TANK       APPROX. 0.7 KM 1281625.8 |
 JZ0846| JZ3169 HAMILTON AMER CYANIDE CO STACK      APPROX. 0.7 KM 1324303.2 |
 JZ0846| CC9292 HAMILTON NW BASE RM 4                18.075 METERS 22413     |
 JZ0846| JZ0848 HAMILTON NW BASE RM 2                40.548 METERS 24646     |
 JZ0846| CC9290 HAMILTON NW BASE AZ MK                             3284205.2 |
 JZ0846|---------------------------------------------------------------------|
 JZ0846
 JZ0846                          SUPERSEDED SURVEY CONTROL
 JZ0846
 JZ0846  NAD 83(1995)-  39 21 44.95240(N)    084 32 46.48247(W) AD(       ) 1
 JZ0846  NAD 83(1986)-  39 21 44.95041(N)    084 32 46.48320(W) AD(       ) 1
 JZ0846  NAD 27      -  39 21 44.75000(N)    084 32 46.67500(W) AD(       ) 1
 JZ0846  NGVD 29 (??/??/92)  183.59   (m)          602.3    (f) COMPUTED    1 2
 JZ0846
 JZ0846.Superseded values are not recommended for survey control.
 JZ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0846.See file dsdata.txt to determine how the superseded data were derived.
 JZ0846
 JZ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1140059875(NAD 83)
 JZ0846_MARKER: DS = TRIANGULATION STATION DISK
 JZ0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0846_STAMPING: HAMILTON NW BASE 1947
 JZ0846_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 JZ0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0846+STABILITY: SURFACE MOTION
 JZ0846
 JZ0846  HISTORY     - Date     Condition        Report By
 JZ0846  HISTORY     - 1947     MONUMENTED       CGS
 JZ0846  HISTORY     - 1947     GOOD             CGS
 JZ0846  HISTORY     - 1955     MARK NOT FOUND   USGS
 JZ0846  HISTORY     - 1980     GOOD             NGS
 JZ0846  HISTORY     - 20050423 GOOD             GEOCAC
 JZ0846
 JZ0846                          STATION DESCRIPTION
 JZ0846
 JZ0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ0846'STATION IS LOCATED IN THE SOUTHWEST EDGE OF HAMILTON ABOUT 1/2 MILE
 JZ0846'NORTHWEST OF THE UNDERPASS ON STATE HIGHWAY 4 ON PROPERTY OWNED
 JZ0846'BY MR. GEORGE C. HICKS ABOUT 1OO FEET NORTH OF THE INTERSECTION OF
 JZ0846'HUSTON ROAD AND A DIRT TRACK ROAD, 82 FEET NORTH OF A RED ROAD
 JZ0846'MARKER, 61 FT W OF THE WESTERN MOST RAIL OF THE BALTIMORE AND OHIO
 JZ0846'RAILROAD TRACKS, 47 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 JZ0846'HUSTON ROAD AND 17 FEET WEST OF THE CENTERLINE OF TRACK ROAD. THE
 JZ0846'MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 JZ0846'IS STAMPED HAMILTON N W BASE 1947.
 JZ0846'
 JZ0846'REFERENCE MARK NO. 1 IS 117.75 FEET SOUTHEAST OF THE STATION, 28 FEET
 JZ0846'WEST OF THE WESTERNMOST RAIL OF RAILROAD TRACKS AND 19 FEET EAST
 JZ0846'OF THE CENTERLINE OF HUSTON ROAD. THE MARK PROJECTS 2 INCHES AND THE
 JZ0846'DISC IS STAMPED HAMILTON N W BASE NO 1 1947.
 JZ0846'
 JZ0846'REFERENCE MARK NO. 2 IS 133.03 FEET WEST OF THE STATION AND 18 FEET
 JZ0846'SOUTH OF THE CENTERLINE OF HUSTON ROAD. THE MARK PROJECTS 2
 JZ0846'INCHES AND THE DISK IS STAMPED HAMILTON N W BASE NO 2 1947.
 JZ0846'
 JZ0846'THE AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION, 84 FEET
 JZ0846'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE AT 1113 CLINTON
 JZ0846'AVENUE, 73 FEET WEST OF THE WESTERNMOST RAIL OF THE BALTIMORE AND
 JZ0846'OHIO RAILROAD AND 23 FEET WEST OF THE CENTERLINE OF TRACK
 JZ0846'ROAD. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HAMILTON N W
 JZ0846'BASE 1947.
 JZ0846'
 JZ0846'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 AND ERIE
 JZ0846'HIGHWAY IN THE SOUTH PART OF HAMILTON, GO SOUTH ON STATE HIGHWAY 4
 JZ0846'FOR 1.1 MILES TO HUSTON ROAD ON THE RIGHT. (THIS POINT IS 100 FEET
 JZ0846'SOUTH OF THE UNDERPASS ON STATE HIGHWAY 4). TURN SHARP RIGHT
 JZ0846'AND FOLLOW HUSTON ROAD (OILED) ALONG THE WEST SIDE OF RAILROAD TRACKS
 JZ0846'FOR 0.4 MILE TO A POINT WHERE HUSTON ROAD BEARS LEFT OR WEST
 JZ0846'AWAY FROM THE RAILROAD TRACKS. THE STATION IS ABOUT 100 FEET NORTH AS
 JZ0846'DESCRIBED.
 JZ0846'
 JZ0846'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON DIRT TRACK
 JZ0846'ROAD ALONG THE WEST SIDE OF RAILROAD TRACKS FOR 0.25 MILE TO
 JZ0846'1113 CLINTON AVENUE AND THE AZIMUTH MARK.
 JZ0846'
 JZ0846'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JZ0846
 JZ0846                          STATION RECOVERY (1947)
 JZ0846
 JZ0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ0846'2.2 MI SE FROM HAMILTON.
 JZ0846'2.25 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0846'THE STATION AT HAMILTON, ON THE PROPERTY OWNED BY GEORGE C.
 JZ0846'HICKS, AT A POINT WHERE HUSTON ROAD PARALLELS THE TRACK SOUTHEAST
 JZ0846'AND TURNS WEST AWAY FROM THE TRACK, 48 FEET NORTH OF THE CENTER
 JZ0846'LINE OF HUSTON ROAD FROM R.M. NO. 2, ABOUT 8 RAILS SOUTHEAST OF
 JZ0846'THE SOUTHEAST END OF RAILROAD BRIDGE NO. 232, 118 FEET NORTHWEST
 JZ0846'OF R.M. NO. 1, 18 FEET SOUTHWEST OF THE CENTER LINE OF A LANE
 JZ0846'PARALLELING THE TRACK, 61.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 JZ0846'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT
 JZ0846'BELOW THE SURFACE OF THE GROUND.  NOTE-- THE AREA HAS BEEN BUILT
 JZ0846'UP SINCE 1947 MAKING THE DESCRIPTION INADEQUATE.
 JZ0846
 JZ0846                          STATION RECOVERY (1955)
 JZ0846
 JZ0846'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JZ0846'MARK NOT FOUND.
 JZ0846
 JZ0846                          STATION RECOVERY (1980)
 JZ0846
 JZ0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JZ0846'THE STATION MARK AND STATION MARK WERE FOUND IN GOOD CONDITION AFTER
 JZ0846'A LONG SEARCH.  REFERENCE MARK 1 WAS FOUND UPROOTED AND ABOUT 35 FEET
 JZ0846'FROM ITS ORIGINAL SITE.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED
 JZ0846'DESTROYED BY CONSTRUCTION.  THE DIRECTION TO THE WATER TANK
 JZ0846'CHECKED.  REFERENCE MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION
 JZ0846'FOLLOWS.
 JZ0846'
 JZ0846'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF HAMILTON, JUST
 JZ0846'NORTH OF THE FAIRFIELD CORP. LIMIT, ON STREET RIGHT OF WAY, 61 FEET
 JZ0846'SOUTHEAST OF THE NORTHEAST CORNER OF HOUSE 1112 BROUGH AVE, 59 FEET
 JZ0846'EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 60 FEET NORTHEAST OF A
 JZ0846'FIRE HYDRANT, 61 FEET SOUTHWEST OF THE NORTHWEST RAIL OF RAILROAD
 JZ0846'TRACKS, 69 FEET NORTHEAST OF THE CENTERLINE OF BROUGH AVE., AND 17
 JZ0846'FEET SOUTHWEST OF THE CENTERLINE OF ZIMMERMAN AVE.  THE MONUMENT IS
 JZ0846'18 INCHES UNDERGROUND AND THE DISK IS STAMPED---HAMILTON NW BASE
 JZ0846'1947---.
 JZ0846'
 JZ0846'REFERENCE MARK 3 IS 30 FEET SOUTHWEST OF THE NORTHWEST RAIL OF THE
 JZ0846'RAILROAD TRACK, 10 FEET SOUTH OF A POWER POLE, 19 FEET NORTHEAST OF
 JZ0846'THE CENTERLINE OF ZIMMERMAN AVE AND 1 FOOT NORTHWEST OF A METAL
 JZ0846'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 JZ0846'STAMPED---HAMILTON NW BASE 1947 NO 3 1980---.
 JZ0846'
 JZ0846'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---HAMILTON NW BASE
 JZ0846'1947 NO 4 1980---SET IN A DRILL HOLE IN CONCRETE SIDEWALK, 44 FEET
 JZ0846'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 8 FEET NORTHWEST OF
 JZ0846'THE FIRE HYDRANT, 22 FEET NORTH OF THE CENTER LINE OF BROUGH AVE AND
 JZ0846'6 INCHES NORTH OF THE SOUTH EDGE OF THE SIDEWALK.
 JZ0846'
 JZ0846'THE AZIMUTH MARK IS 28 FEET SOUTHWEST OF THE CENTER LINE OF ZIMMERMAN
 JZ0846'AVE., 12 FEET NORTHEAST OF A FENCE CORNER, 78 FEET SOUTHEAST OF THE
 JZ0846'SOUTHEAST CORNER OF HOUSE 1113 CLINTON AVE., AND 15 FEET SOUTHEAST
 JZ0846'OF THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK
 JZ0846'IS STAMPED---HAMILTON NW BASE 1947---.
 JZ0846
 JZ0846                          STATION RECOVERY (2005)
 JZ0846
 JZ0846'RECOVERY NOTE BY GEOCACHING 2005 (RLW)
 JZ0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0847 ***********************************************************************
 JZ0847  DESIGNATION -  HAMILTON NW BASE RM 1
 JZ0847  PID         -  JZ0847
 JZ0847  STATE/COUNTY-  OH/BUTLER
 JZ0847  USGS QUAD   -  GREENHILLS (1981)
 JZ0847
 JZ0847                         *CURRENT SURVEY CONTROL
 JZ0847  ___________________________________________________________________
 JZ0847* NAD 83(1986)-  39 21 46.     (N)    084 32 48.     (W)     SCALED    
 JZ0847* NAVD 88     -       185.662  (meters)     609.13   (feet)  ADJUSTED  
 JZ0847  ___________________________________________________________________
 JZ0847  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JZ0847  DYNAMIC HT  -         185.555 (meters)     608.77  (feet)  COMP
 JZ0847  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 JZ0847
 JZ0847  VERT ORDER  -  FIRST     CLASS II
 JZ0847
 JZ0847.The horizontal coordinates were scaled from a topographic map and have
 JZ0847.an estimated accuracy of +/- 6 seconds.
 JZ0847
 JZ0847.The orthometric height was determined by differential leveling
 JZ0847.and adjusted by the National Geodetic Survey in June 1991..
 JZ0847
 JZ0847.The geoid height was determined by GEOID03.
 JZ0847
 JZ0847.The dynamic height is computed by dividing the NAVD 88
 JZ0847.geopotential number by the normal gravity value computed on the
 JZ0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0847.degrees latitude (g = 980.6199 gals.).
 JZ0847
 JZ0847.The modeled gravity was interpolated from observed gravity values.
 JZ0847
 JZ0847;                    North         East    Units  Estimated Accuracy
 JZ0847;SPC OH S     -   153,290.      423,640.      MT  (+/- 180 meters Scaled)
 JZ0847
 JZ0847                          SUPERSEDED SURVEY CONTROL
 JZ0847
 JZ0847  NGVD 29 (??/??/92)  185.843  (m)          609.72   (f) ADJ UNCH    1 2
 JZ0847
 JZ0847.Superseded values are not recommended for survey control.
 JZ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0847.See file dsdata.txt to determine how the superseded data were derived.
 JZ0847
 JZ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ113599(NAD 83)
 JZ0847_MARKER: DR = REFERENCE MARK DISK
 JZ0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0847_STAMPING: HAMILTON NW BASE NO 1 1947
 JZ0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0847+STABILITY: SURFACE MOTION
 JZ0847
 JZ0847  HISTORY     - Date     Condition        Report By
 JZ0847  HISTORY     - 1947     MONUMENTED       CGS
 JZ0847  HISTORY     - 20050423 MARK NOT FOUND   GEOCAC
 JZ0847
 JZ0847                          STATION DESCRIPTION
 JZ0847
 JZ0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0847'2.2 MI SE FROM HAMILTON.
 JZ0847'2.25 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0847'THE STATION AT HAMILTON, AT POLE 23/08, ON THE PROPERTY OF GEORGE
 JZ0847'C. HICKS, AT A POINT WHERE HUSTON ROAD PARALLELS THE TRACK
 JZ0847'SOUTHEAST AND TURNS WEST AWAY FROM THE TRACK, 28 FEET SOUTHWEST
 JZ0847'OF THE SOUTHWEST RAIL OF THE SOUTHEAST BOUND TRACK, 20 FEET
 JZ0847'NORTHEAST OF THE CENTER LINE OF THE SOUTHEAST TANGENT WHICH
 JZ0847'PARALLELS THE TRACK, 15 FEET SOUTH OF THE PROLONGED CENTER LINE
 JZ0847'OF THE WEST TANGENT, 118 FEET SOUTHEAST OF THE STATION MARK,
 JZ0847'217.5 FEET EAST OF R.M. 2, ABOUT LEVEL WITH THE TRACK AND SET
 JZ0847'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JZ0847
 JZ0847                          STATION RECOVERY (2005)
 JZ0847
 JZ0847'RECOVERY NOTE BY GEOCACHING 2005 (RLW)
 JZ0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0848 ***********************************************************************
 JZ0848  DESIGNATION -  HAMILTON NW BASE RM 2
 JZ0848  PID         -  JZ0848
 JZ0848  STATE/COUNTY-  OH/BUTLER
 JZ0848  USGS QUAD   -  GREENHILLS (1981)
 JZ0848
 JZ0848                         *CURRENT SURVEY CONTROL
 JZ0848  ___________________________________________________________________
 JZ0848* NAD 83(1986)-  39 21 46.     (N)    084 32 47.     (W)     SCALED    
 JZ0848* NAVD 88     -       183.458  (meters)     601.90   (feet)  ADJUSTED  
 JZ0848  ___________________________________________________________________
 JZ0848  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JZ0848  DYNAMIC HT  -         183.352 (meters)     601.55  (feet)  COMP
 JZ0848  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 JZ0848
 JZ0848  VERT ORDER  -  FIRST     CLASS II
 JZ0848
 JZ0848.The horizontal coordinates were scaled from a topographic map and have
 JZ0848.an estimated accuracy of +/- 6 seconds.
 JZ0848
 JZ0848.The orthometric height was determined by differential leveling
 JZ0848.and adjusted by the National Geodetic Survey in June 1991..
 JZ0848
 JZ0848.The geoid height was determined by GEOID03.
 JZ0848
 JZ0848.The dynamic height is computed by dividing the NAVD 88
 JZ0848.geopotential number by the normal gravity value computed on the
 JZ0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0848.degrees latitude (g = 980.6199 gals.).
 JZ0848
 JZ0848.The modeled gravity was interpolated from observed gravity values.
 JZ0848
 JZ0848;                    North         East    Units  Estimated Accuracy
 JZ0848;SPC OH S     -   153,290.      423,660.      MT  (+/- 180 meters Scaled)
 JZ0848
 JZ0848                          SUPERSEDED SURVEY CONTROL
 JZ0848
 JZ0848  NGVD 29 (??/??/92)  183.639  (m)          602.49   (f) ADJ UNCH    1 2
 JZ0848
 JZ0848.Superseded values are not recommended for survey control.
 JZ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0848.See file dsdata.txt to determine how the superseded data were derived.
 JZ0848
 JZ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ113599(NAD 83)
 JZ0848_MARKER: DR = REFERENCE MARK DISK
 JZ0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0848_STAMPING: HAMILTON NW BASE NO 2 1947
 JZ0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0848+STABILITY: SURFACE MOTION
 JZ0848
 JZ0848  HISTORY     - Date     Condition        Report By
 JZ0848  HISTORY     - 1947     MONUMENTED       CGS
 JZ0848  HISTORY     - 20050423 MARK NOT FOUND   GEOCAC
 JZ0848
 JZ0848                          STATION DESCRIPTION
 JZ0848
 JZ0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0848'2.2 MI SE FROM HAMILTON.
 JZ0848'2.25 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0848'THE STATION AT HAMILTON, ON THE PROPERTY OF GEORGE C. HICKS, AT A
 JZ0848'POINT WHERE HUSTON ROAD PARALLELS THE TRACK TO THE SOUTHEAST AND
 JZ0848'TURNS AWAY FROM THE TRACK, 217.5 FEET WEST OF R.M. NO. 1, 133
 JZ0848'FEET SOUTHWEST AND ACROSS THE WEST TANGENT OF HUSTON ROAD FROM
 JZ0848'THE STATION MARK, 17 FEET SOUTH OF THE WEST TANGENT OF THE ROAD
 JZ0848'ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JZ0848'PROJECTING 1 INCH.
 JZ0848
 JZ0848                          STATION RECOVERY (2005)
 JZ0848
 JZ0848'RECOVERY NOTE BY GEOCACHING 2005 (RLW)
 JZ0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0447 ***********************************************************************
 JZ0447  DESIGNATION -  HAMILTON SE BASE
 JZ0447  PID         -  JZ0447
 JZ0447  STATE/COUNTY-  OH/HAMILTON
 JZ0447  USGS QUAD   -  GLENDALE (1987)
 JZ0447
 JZ0447                         *CURRENT SURVEY CONTROL
 JZ0447  ___________________________________________________________________
 JZ0447* NAD 83(1986)-  39 17 58.     (N)    084 27 58.     (W)     SCALED    
 JZ0447* NAVD 88     -       201.688  (meters)     661.70   (feet)  ADJUSTED  
 JZ0447  ___________________________________________________________________
 JZ0447  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JZ0447  DYNAMIC HT  -         201.566 (meters)     661.30  (feet)  COMP
 JZ0447  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 JZ0447
 JZ0447  VERT ORDER  -  FIRST     CLASS II
 JZ0447
 JZ0447.The horizontal coordinates were scaled from a topographic map and have
 JZ0447.an estimated accuracy of +/- 6 seconds.
 JZ0447
 JZ0447.The orthometric height was determined by differential leveling
 JZ0447.and adjusted by the National Geodetic Survey in June 1991..
 JZ0447
 JZ0447.The geoid height was determined by GEOID03.
 JZ0447
 JZ0447.The dynamic height is computed by dividing the NAVD 88
 JZ0447.geopotential number by the normal gravity value computed on the
 JZ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0447.degrees latitude (g = 980.6199 gals.).
 JZ0447
 JZ0447.The modeled gravity was interpolated from observed gravity values.
 JZ0447
 JZ0447;                    North         East    Units  Estimated Accuracy
 JZ0447;SPC OH S     -   146,100.      430,430.      MT  (+/- 180 meters Scaled)
 JZ0447
 JZ0447                          SUPERSEDED SURVEY CONTROL
 JZ0447
 JZ0447  NGVD 29 (??/??/92)  201.86   (m)          662.3    (f) COMPUTED    1 2
 JZ0447
 JZ0447.Superseded values are not recommended for survey control.
 JZ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0447.See file dsdata.txt to determine how the superseded data were derived.
 JZ0447
 JZ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ185530(NAD 83)
 JZ0447_MARKER: DZ = AZIMUTH MARK DISK
 JZ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0447_STAMPING: HAMILTON SE BASE 1947
 JZ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0447+STABILITY: SURFACE MOTION
 JZ0447
 JZ0447  HISTORY     - Date     Condition        Report By
 JZ0447  HISTORY     - 1947     MONUMENTED       CGS
 JZ0447  HISTORY     - 1962     GOOD             NGS
 JZ0447
 JZ0447                          STATION DESCRIPTION
 JZ0447
 JZ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0447'2 MI NW FROM GLENDALE.
 JZ0447'2.0 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0447'THE STATION AT GLENDALE, AT THE CROSSING OF STATE HIGHWAY 747,
 JZ0447'ABOUT 55 YARDS NORTH OF THE CENTER OF THE CROSSING, ON THE
 JZ0447'HIGHWAY FILL, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JZ0447'71.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 21 FEET NORTHEAST OF
 JZ0447'A POWER POLE, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 JZ0447'CONCRETE POST PROJECTING 2 INCHES.
 JZ0447
 JZ0447                          STATION RECOVERY (1962)
 JZ0447
 JZ0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JZ0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0444 ***********************************************************************
 JZ0444  DESIGNATION -  HAMILTON SE BASE
 JZ0444  PID         -  JZ0444
 JZ0444  STATE/COUNTY-  OH/HAMILTON
 JZ0444  USGS QUAD   -  GLENDALE (1987)
 JZ0444
 JZ0444                         *CURRENT SURVEY CONTROL
 JZ0444  ___________________________________________________________________
 JZ0444* NAD 83(1995)-  39 18 09.11780(N)    084 28 10.61672(W)     ADJUSTED  
 JZ0444* NAVD 88     -       205.123  (meters)     672.97   (feet)  ADJUSTED  
 JZ0444  ___________________________________________________________________
 JZ0444  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 JZ0444  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ0444  DYNAMIC HT  -         204.999 (meters)     672.57  (feet)  COMP
 JZ0444  MODELED GRAV-     980,016.8   (mgal)                       NAVD 88
 JZ0444
 JZ0444  HORZ ORDER  -  FIRST
 JZ0444  VERT ORDER  -  FIRST     CLASS II
 JZ0444
 JZ0444.The horizontal coordinates were established by classical geodetic methods
 JZ0444.and adjusted by the National Geodetic Survey in April 1998..
 JZ0444
 JZ0444.The orthometric height was determined by differential leveling
 JZ0444.and adjusted by the National Geodetic Survey in June 1991..
 JZ0444
 JZ0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0444
 JZ0444.The geoid height was determined by GEOID03.
 JZ0444
 JZ0444.The dynamic height is computed by dividing the NAVD 88
 JZ0444.geopotential number by the normal gravity value computed on the
 JZ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0444.degrees latitude (g = 980.6199 gals.).
 JZ0444
 JZ0444.The modeled gravity was interpolated from observed gravity values.
 JZ0444
 JZ0444;                    North         East     Units Scale Factor Converg.
 JZ0444;SPC OH S     -   146,450.888   430,132.427   MT  0.99993692   -1 14 59.1
 JZ0444;UTM  16      - 4,353,402.722   718,188.435   MT  1.00018619   +1 36 12.3
 JZ0444
 JZ0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0444!SPC OH S     -   0.99997312  x   0.99993692  =   0.99991005
 JZ0444!UTM  16      -   0.99997312  x   1.00018619  =   1.00015931
 JZ0444
 JZ0444|---------------------------------------------------------------------|
 JZ0444| PID    Reference Object                     Distance      Geod. Az  |
 JZ0444|                                                           dddmmss.s |
 JZ0444| JZ0445 HAMILTON SE BASE RM 1                11.985 METERS 05956     |
 JZ0444| JZ3164 MASON RADIO STA WLW TWR             APPROX.13.7 KM 0654150.2 |
 JZ0444| CC9293 HAMILTON SE BASE AZ MK                             1345553.3 |
 JZ0444| JZ3165 GLENDALE MUNICIPAL TANK             APPROX. 3.9 KM 1512251.7 |
 JZ0444| JZ3195 MT HEALTHY RAD STA WSAI             APPROX. 8.1 KM 2210023.8 |
 JZ0444| JZ0446 HAMILTON SE BASE RM 2                15.801 METERS 28605     |
 JZ0444| JZ3169 HAMILTON AMER CYANIDE CO STACK      APPROX. 8.7 KM 3152632.0 |
 JZ0444| JZ3170 HAMILTON AMER CYANIDE CO TANK       APPROX. 8.6 KM 3154935.2 |
 JZ0444|---------------------------------------------------------------------|
 JZ0444
 JZ0444                          SUPERSEDED SURVEY CONTROL
 JZ0444
 JZ0444  NAD 83(1995)-  39 18 09.12417(N)    084 28 10.62483(W) AD(       ) 1
 JZ0444  NAD 83(1986)-  39 18 09.12148(N)    084 28 10.62650(W) AD(       ) 1
 JZ0444  NAD 27      -  39 18 08.91600(N)    084 28 10.83000(W) AD(       ) 1
 JZ0444  NGVD 29 (??/??/92)  205.30   (m)          673.6    (f) COMPUTED    1 2
 JZ0444
 JZ0444.Superseded values are not recommended for survey control.
 JZ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0444.See file dsdata.txt to determine how the superseded data were derived.
 JZ0444
 JZ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1818853403(NAD 83)
 JZ0444_MARKER: DS = TRIANGULATION STATION DISK
 JZ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0444_STAMPING: HAMILTON SE BASE 1947
 JZ0444_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0444+STABILITY: SURFACE MOTION
 JZ0444
 JZ0444  HISTORY     - Date     Condition        Report By
 JZ0444  HISTORY     - 1947     MONUMENTED       CGS
 JZ0444  HISTORY     - 1947     GOOD             CGS
 JZ0444  HISTORY     - 1965     MARK NOT FOUND   USGS
 JZ0444  HISTORY     - 1980     MARK NOT FOUND   NGS
 JZ0444
 JZ0444                          STATION DESCRIPTION
 JZ0444
 JZ0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ0444'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF HAMILTON AND 2 MILES
 JZ0444'NORTH OF GLENDALE IN THE SOUTHWEST ANGLE OF A POINT WHERE THE
 JZ0444'BALTIMORE AND OHIO RAILROAD (DOUBLE TRACKS) CROSSES CRESCENTVILLE
 JZ0444'ROAD AND THE HAMILTON-BUTLER COUNTY-LINE ON PROPERTY BELONGING TO
 JZ0444'MR. O.L. SENOUR, 75 FEET WEST-SOUTHWEST OF A NORTHEAST FENCE CORNER,
 JZ0444'59 FEET SOUTHWEST OF TELEPHONE POLE 29696, 36 FEET SOUTH OF
 JZ0444'THE CENTERLINE OF CRESCENTVILLE ROAD AND 17 FEET SOUTH OF FENCE. THE
 JZ0444'MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISC IS
 JZ0444'STAMPED HAMILTON S E BASE 1947.
 JZ0444'
 JZ0444'REFERENCE MARK NO. 1 IS 39.32 FEET EAST-NORTHEAST OF THE STATION, 37
 JZ0444'FEET WEST OF A NORTHEAST FENCE CORNER, 20 FEET SOUTH OF THE
 JZ0444'CENTERLINE OF OILED ROAD AND 1 FOOT SOUTH OF FENCE. THE MARK PROJECTS
 JZ0444'2 INCHES AND THE DISC IS STAMPED HAMILTON S E BASE NO 1 1947.
 JZ0444'
 JZ0444'REFERENCE MARK NO. 2 IS 51.84 FEET WEST-NORTHWEST OF THE STATION, 17
 JZ0444'FEET SOUTH OF THE CENTERLINE OF OILED ROAD AND 2 FEET NORTH OF
 JZ0444'FENCE. THE MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED HAMILTON E
 JZ0444'BASE NO 2 1947.
 JZ0444'
 JZ0444'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION, 116 FEET NORTH
 JZ0444'OF RED STOP SIGNAL FOR RAILROAD CROSSING, 24 FEET NORTH-NORTHEAST OF
 JZ0444'POWER POLE AND 20 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 747.
 JZ0444'THE MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED HAMILTON S E
 JZ0444'BASE 1947.
 JZ0444'
 JZ0444'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 AND ERIE
 JZ0444'HIGHWAY IN THE SOUTH PART OF HAMILTON, GO SOUTHEAST ON STATE
 JZ0444'HIGHWAY 4 FOR 6.45 MILES TO THE HAMILTON-BUTLER COUNTY-LINE AND
 JZ0444'CRESCENTVILLE ROAD. TURN LEFT AND GO EAST ON CRESCENTVILLE ROAD
 JZ0444'FOR 0.85 MILE TO THE STATION ON THE RIGHT JUST BEFORE CROSSING B AND
 JZ0444'O RAILROAD TRACKS.
 JZ0444'
 JZ0444'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON CRESCENTVILLE
 JZ0444'ROAD FOR 0.2 MILE TO STATE HIGHWAY 747. TURN RIGHT AND GO SOUTH OF
 JZ0444'STATE HIGHWAY 747 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT JUST
 JZ0444'BEFORE CROSSING RAILROAD TRACKS.
 JZ0444'
 JZ0444'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 JZ0444
 JZ0444                          STATION RECOVERY (1947)
 JZ0444
 JZ0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ0444'2.3 MI NW FROM GLENDALE.
 JZ0444'2.3 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0444'THE STATION AT GLENDALE, AT THE CROSSING OF THE BULTER-HAMILTON
 JZ0444'COUNTY LINE ROAD (EAST-WEST), ABOUT 0.3 MILE NORTHWEST ALONG THE
 JZ0444'TRACK FROM ITS INTERSECTION WITH STATE HIGHWAY 747, 106 FEET
 JZ0444'SOUTHWEST OF THE CENTER OF THE CROSSING, 36.5 FEET SOUTH OF THE
 JZ0444'CENTER LINE OF THE COUNTY LINE ROAD, 18 FEET SOUTH OF THE R/W
 JZ0444'FENCE LINE, 50.5 FEET SOUTHEAST OF R.M. NO. 2, 39 FEET SOUTHWEST
 JZ0444'OF R.M. 1, ABOUT 5 FEET ABOVE THE COUNTY ROAD AND SET IN THE
 JZ0444'TOP OF A CONCRETE POST ABOUT 1 FOOT BELOW THE GROUND.
 JZ0444
 JZ0444                          STATION RECOVERY (1965)
 JZ0444
 JZ0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JZ0444'STATION WAS SEARCHED FOR AND NOT FOUND. IF IT STILL EXISTS IT IS NOW
 JZ0444'UNDER A CONCRETE DRIVEWAY.
 JZ0444
 JZ0444                          STATION RECOVERY (1980)
 JZ0444
 JZ0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JZ0444'A LONG SEARCH WAS MADE AT THE SITE BUT NOTHING WAS FOUND.  THE ENTIRE
 JZ0444'AREA IS NOW AN INDUSTRIAL DEVELOPMENT AND ALL MARKS ARE ASSUMED LOST
 JZ0444'DUE TO CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0445 ***********************************************************************
 JZ0445  DESIGNATION -  HAMILTON SE BASE RM 1
 JZ0445  PID         -  JZ0445
 JZ0445  STATE/COUNTY-  OH/HAMILTON
 JZ0445  USGS QUAD   -  GLENDALE (1987)
 JZ0445
 JZ0445                         *CURRENT SURVEY CONTROL
 JZ0445  ___________________________________________________________________
 JZ0445* NAD 83(1986)-  39 18 10.     (N)    084 28 10.     (W)     SCALED    
 JZ0445* NAVD 88     -       205.728  (meters)     674.96   (feet)  ADJUSTED  
 JZ0445  ___________________________________________________________________
 JZ0445  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ0445  DYNAMIC HT  -         205.603 (meters)     674.55  (feet)  COMP
 JZ0445  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 JZ0445
 JZ0445  VERT ORDER  -  FIRST     CLASS II
 JZ0445
 JZ0445.The horizontal coordinates were scaled from a topographic map and have
 JZ0445.an estimated accuracy of +/- 6 seconds.
 JZ0445
 JZ0445.The orthometric height was determined by differential leveling
 JZ0445.and adjusted by the National Geodetic Survey in June 1991..
 JZ0445
 JZ0445.The geoid height was determined by GEOID03.
 JZ0445
 JZ0445.The dynamic height is computed by dividing the NAVD 88
 JZ0445.geopotential number by the normal gravity value computed on the
 JZ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0445.degrees latitude (g = 980.6199 gals.).
 JZ0445
 JZ0445.The modeled gravity was interpolated from observed gravity values.
 JZ0445
 JZ0445;                    North         East    Units  Estimated Accuracy
 JZ0445;SPC OH S     -   146,480.      430,150.      MT  (+/- 180 meters Scaled)
 JZ0445
 JZ0445                          SUPERSEDED SURVEY CONTROL
 JZ0445
 JZ0445  NGVD 29 (??/??/92)  205.901  (m)          675.53   (f) ADJ UNCH    1 2
 JZ0445
 JZ0445.Superseded values are not recommended for survey control.
 JZ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0445.See file dsdata.txt to determine how the superseded data were derived.
 JZ0445
 JZ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ182534(NAD 83)
 JZ0445_MARKER: DR = REFERENCE MARK DISK
 JZ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0445_STAMPING: HAMILTON SE BASE NO 1 1947
 JZ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0445+STABILITY: SURFACE MOTION
 JZ0445
 JZ0445  HISTORY     - Date     Condition        Report By
 JZ0445  HISTORY     - 1947     MONUMENTED       CGS
 JZ0445
 JZ0445                          STATION DESCRIPTION
 JZ0445
 JZ0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0445'2.3 MI NW FROM GLENDALE.
 JZ0445'2.3 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0445'THE STATION AT GLENDALE, AT THE CROSSING OF THE HAMILTON-BUTLER
 JZ0445'COUNTY LINE ROAD (EAST-WEST), ABOUT 0.3 MILE NORTHWEST ALONG THE
 JZ0445'TRACK FROM ITS INTERSECTION WITH STATE HIGHWAY 747, 66 FEET
 JZ0445'SOUTHWEST OF THE CENTER LINE OF THE CROSSING, 83.5 FEET EAST
 JZ0445'OF R.M. NO. 2, 19 FEET SOUTH OF THE CENTER LINE OF THE COUNTY
 JZ0445'LINE ROAD, 37 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF THE
 JZ0445'FENCE LINE, 39 FEET NORTHEAST OF THE STATION MARK, ABOUT 5 FEET
 JZ0445'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JZ0445'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0446 ***********************************************************************
 JZ0446  DESIGNATION -  HAMILTON SE BASE RM 2
 JZ0446  PID         -  JZ0446
 JZ0446  STATE/COUNTY-  OH/HAMILTON
 JZ0446  USGS QUAD   -  GLENDALE (1987)
 JZ0446
 JZ0446                         *CURRENT SURVEY CONTROL
 JZ0446  ___________________________________________________________________
 JZ0446* NAD 83(1986)-  39 18 10.     (N)    084 28 11.     (W)     SCALED    
 JZ0446* NAVD 88     -       205.264  (meters)     673.44   (feet)  ADJUSTED  
 JZ0446  ___________________________________________________________________
 JZ0446  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JZ0446  DYNAMIC HT  -         205.140 (meters)     673.03  (feet)  COMP
 JZ0446  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 JZ0446
 JZ0446  VERT ORDER  -  FIRST     CLASS II
 JZ0446
 JZ0446.The horizontal coordinates were scaled from a topographic map and have
 JZ0446.an estimated accuracy of +/- 6 seconds.
 JZ0446
 JZ0446.The orthometric height was determined by differential leveling
 JZ0446.and adjusted by the National Geodetic Survey in June 1991..
 JZ0446
 JZ0446.The geoid height was determined by GEOID03.
 JZ0446
 JZ0446.The dynamic height is computed by dividing the NAVD 88
 JZ0446.geopotential number by the normal gravity value computed on the
 JZ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0446.degrees latitude (g = 980.6199 gals.).
 JZ0446
 JZ0446.The modeled gravity was interpolated from observed gravity values.
 JZ0446
 JZ0446;                    North         East    Units  Estimated Accuracy
 JZ0446;SPC OH S     -   146,480.      430,120.      MT  (+/- 180 meters Scaled)
 JZ0446
 JZ0446                          SUPERSEDED SURVEY CONTROL
 JZ0446
 JZ0446  NGVD 29 (??/??/92)  205.437  (m)          674.00   (f) ADJ UNCH    1 2
 JZ0446
 JZ0446.Superseded values are not recommended for survey control.
 JZ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0446.See file dsdata.txt to determine how the superseded data were derived.
 JZ0446
 JZ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ181534(NAD 83)
 JZ0446_MARKER: DR = REFERENCE MARK DISK
 JZ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0446_STAMPING: HAMILTON SE BASE NO 2 1947
 JZ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0446+STABILITY: SURFACE MOTION
 JZ0446
 JZ0446  HISTORY     - Date     Condition        Report By
 JZ0446  HISTORY     - 1947     MONUMENTED       CGS
 JZ0446
 JZ0446                          STATION DESCRIPTION
 JZ0446
 JZ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0446'2.3 MI NW FROM GLENDALE.
 JZ0446'2.3 MILES NORTHWEST AONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0446'THE STATION AT GLENDALE, AT THE CROSSING OF THE HAMILTON-BUTLER
 JZ0446'COUNTY LINE ROAD (EAST-WEST), ABOUT 0.3 MILE NORTHWEST ALONG THE
 JZ0446'TRACK FROM THE INTERSECTION OF STATE HIGHWAY 747, ABOUT 47
 JZ0446'YARDS WEST OF THE CENTER OF THE CROSSING, 21 FEET NORTHEAST OF A
 JZ0446'26-INCH WALNUT TREE, 134.5 FEET EAST OF A FENCE CORNER, 18 FEET
 JZ0446'SOUTH OF THE CENTER LINE OF THE COUNTY LINE ROAD, 50.5 FEET
 JZ0446'NORTHWEST OF THE STATION MARK, 83.5 FEET WEST OF R.M. NO. 1, 2
 JZ0446'FEET NORTH OF THE FENCE LINE, ABOUT 1.5 FEET ABOVE THE COUNTY
 JZ0446'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JZ0446'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1760 ***********************************************************************
 MD1760  DESIGNATION -  HAMLER MUNICIPAL TANK
 MD1760  PID         -  MD1760
 MD1760  STATE/COUNTY-  OH/HENRY
 MD1760  USGS QUAD   -  HAMLER (1977)
 MD1760
 MD1760                         *CURRENT SURVEY CONTROL
 MD1760  ___________________________________________________________________
 MD1760* NAD 83(1995)-  41 13 45.56282(N)    084 01 58.51687(W)     ADJUSTED  
 MD1760* NAVD 88     -                                                        
 MD1760  ___________________________________________________________________
 MD1760  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 MD1760  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 MD1760
 MD1760  HORZ ORDER  -  THIRD
 MD1760
 MD1760.The horizontal coordinates were established by classical geodetic methods
 MD1760.and adjusted by the National Geodetic Survey in April 1998..
 MD1760
 MD1760
 MD1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1760
 MD1760.The geoid height was determined by GEOID03.
 MD1760
 MD1760;                    North         East     Units Scale Factor Converg.
 MD1760;SPC OH N     -   174,656.694   471,489.359   MT  0.99994311   -1 00 25.4
 MD1760;UTM  16      - 4,568,460.469   748,683.755   MT  1.00036119   +1 57 23.5
 MD1760;UTM  17      - 4,568,651.108   245,797.005   MT  1.00039535   -1 59 60.0
 MD1760
 MD1760                          SUPERSEDED SURVEY CONTROL
 MD1760
 MD1760  NAD 83(1986)-  41 13 45.57285(N)    084 01 58.52599(W) AD(       ) 4
 MD1760  NAD 27      -  41 13 45.39600(N)    084 01 58.71900(W) AD(       ) 3
 MD1760
 MD1760.Superseded values are not recommended for survey control.
 MD1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1760.See file dsdata.txt to determine how the superseded data were derived.
 MD1760
 MD1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL4868468460(NAD 83)
 MD1760_MARKER: 51 = TANK
 MD1760
 MD1760  HISTORY     - Date     Condition        Report By
 MD1760  HISTORY     - 1943     FIRST OBSERVED   CGS
 MD1760  HISTORY     - 1984     GOOD             USPSQD
 MD1760
 MD1760                          STATION DESCRIPTION
 MD1760
 MD1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD1760'STATION IS LOCATED ON THE NW CORNER OF BELTON AND MAIN
 MD1760'STREETS IN THE
 MD1760'VILLAGE OF HAMLER.  IT IS A 4-LEGGED STRUCTURE
 MD1760'ABOUT 125 FEET HIGH, PAINTED
 MD1760'SILVER AND THE LEGEND HAMLER IS
 MD1760'PAINTED ON THE E AND W SIDES OF THE TANK.  THE
 MD1760'POINT OBSERVED ON
 MD1760'WAS THE SMALL BALL ON TOP OF THE TANK.
 MD1760'
 MD1760'THIS IS AN INTERSECTION STATION.
 MD1760
 MD1760                          STATION RECOVERY (1984)
 MD1760
 MD1760'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MD1760'HAMLER RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1371 ***********************************************************************
 JY1371  DESIGNATION -  HAMLEY
 JY1371  PID         -  JY1371
 JY1371  STATE/COUNTY-  OH/ATHENS
 JY1371  USGS QUAD   -  NELSONVILLE (1995)
 JY1371
 JY1371                         *CURRENT SURVEY CONTROL
 JY1371  ___________________________________________________________________
 JY1371* NAD 83(1995)-  39 23 07.20270(N)    082 09 50.59086(W)     ADJUSTED  
 JY1371* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 JY1371  ___________________________________________________________________
 JY1371  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JY1371  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JY1371
 JY1371  HORZ ORDER  -  SECOND
 JY1371
 JY1371.The horizontal coordinates were established by classical geodetic methods
 JY1371.and adjusted by the National Geodetic Survey in April 1998..
 JY1371
 JY1371.The orthometric height was scaled from a topographic map.
 JY1371
 JY1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1371
 JY1371.The geoid height was determined by GEOID03.
 JY1371
 JY1371;                    North         East     Units Scale Factor Converg.
 JY1371;SPC OH S     -   153,844.232   628,941.449   MT  0.99993591   +0 12 47.4
 JY1371;UTM  17      - 4,360,185.173   399,750.259   MT  0.99972374   -0 44 19.3
 JY1371
 JY1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1371!SPC OH S     -   0.99996051  x   0.99993591  =   0.99989642
 JY1371!UTM  17      -   0.99996051  x   0.99972374  =   0.99968426
 JY1371
 JY1371:                Primary Azimuth Mark                     Grid Az
 JY1371:SPC OH S     -  CIRCLE 1944 AZ MK                        058 17 51.1
 JY1371:UTM  17      -  CIRCLE 1944 AZ MK                        059 14 57.8
 JY1371
 JY1371|---------------------------------------------------------------------|
 JY1371| PID    Reference Object                     Distance      Geod. Az  |
 JY1371|                                                           dddmmss.s |
 JY1371| JY1369 CIRCLE 1944 AZ MK                   APPROX. 1.0 KM 0583038.5 |
 JY1371| CE6672 HAMLEY RM 1                          14.604 METERS 17826     |
 JY1371| CE6673 HAMLEY RM 2                           8.444 METERS 28915     |
 JY1371|---------------------------------------------------------------------|
 JY1371
 JY1371                          SUPERSEDED SURVEY CONTROL
 JY1371
 JY1371  NAD 83(1986)-  39 23 07.20454(N)    082 09 50.59648(W) AD(       ) 2
 JY1371  NAD 27      -  39 23 06.94900(N)    082 09 51.06800(W) AD(       ) 2
 JY1371
 JY1371.Superseded values are not recommended for survey control.
 JY1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1371.See file dsdata.txt to determine how the superseded data were derived.
 JY1371
 JY1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9975060185(NAD 83)
 JY1371_MARKER: DS = TRIANGULATION STATION DISK
 JY1371_SETTING: 0 = UNSPECIFIED SETTING
 JY1371
 JY1371  HISTORY     - Date     Condition        Report By
 JY1371  HISTORY     - 1944     MONUMENTED       CGS
 JY1371  HISTORY     - 1973     GOOD             THOMAS
 JY1371
 JY1371                          STATION DESCRIPTION
 JY1371
 JY1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JY1371'STATION IS LOCATED ON A HIGH WOODED HILL ABOUT 0.3 MILE S OF U.S.
 JY1371'HIGHWAY 33, 2 MILES SW OF CHAUNCEY, 6 MILES SE OF NELSONVILLE,
 JY1371'AND 0.5 MILE SW OF THE VILLAGE OF CIRCLE HILL.  IT IS 30 FEET N OF A
 JY1371'TRIANGULAR BLAZE ON A 12-INCH OAK TREE, 25 FEET SW OF A
 JY1371'TRIANGULAR BLAZE ON A 20-INCH ASH TREE, AND 8 FEET W OF A WITNESS
 JY1371'POST.  THE DISK IS STAMPED HAMLEY 1944.
 JY1371'
 JY1371'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 JY1371'CONCRETE.
 JY1371'
 JY1371'REFERENCE MARK 1 IS 25 FEET W OF TRIANGULAR BLAZE ON 12-INCH OAK
 JY1371'TREE.  IT IS STAMPED HAMLEY NO 1 1944.
 JY1371'
 JY1371'REFERENCE MARK 2 IS 8 FEET S OF A FENCE AND 32 FEET NW OF TRIANGULAR
 JY1371'BLAZE ON 20-INCH ASH TREE.  IT IS STAMPED HAMLEY NO 2 1944.
 JY1371'
 JY1371'STATION CIRCLE WAS USED AS AN AZIMUTH MARK.
 JY1371'
 JY1371'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 33 AND STATE
 JY1371'HIGHWAY 682 ABOUT ONE MILE W OF CHAUNCEY, GO S ON STATE HIGHWAY
 JY1371'682 FOR 0.3 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE TO
 JY1371'T-ROAD LEFT, TURN LEFT AND GO 0.5 MILE TO T-ROAD RIGHT, TURN LEFT
 JY1371'AND FOLLOW DIRT ROAD ONE MILE TO TOP OF THE HILL AND A WOODS ROAD
 JY1371'RIGHT, TURN RIGHT, KEEPING LEFT FORK, AND GO 0.3 MILE TO A FENCE
 JY1371'LINE, GO THROUGH FENCE AND PROCEED NW UP HILL TO THE HIGHEST POINT
 JY1371'AND STATION.
 JY1371'
 JY1371'TO REACH STATION CIRCLE FROM THE JUNCTION OF U.S. HIGHWAY 33 AND
 JY1371'STATE HIGHWAY 682, GO W ON HIGHWAY 33 FOR 0.9 MILE TO THE STATION
 JY1371'ON THE LEFT.
 JY1371'
 JY1371'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JY1371
 JY1371                          STATION RECOVERY (1973)
 JY1371
 JY1371'RECOVERY NOTE BY THOMAS ENG AND SURV 1973 (NCM)
 JY1371'HAMLEY RECOVERED GOOD.
 JY1371'
 JY1371'RM NO. 1 RECOVERED GOOD.
 JY1371'
 JY1371'RM NO. 2 RECOVERED GOOD.
 JY1371'
 JY1371'THE STATION MAY BE DRIVEN TO WITH A SMALL 4 WHEEL DRIVE VEHICLE.
 JY1371'SOMEONE HAS BLAZED THE TRAIL INTO HAMLEY.  THE BLAZES ARE WHITE
 JY1371'PAINT MARKS ON TREES.  NEW WITNESS POST SET BY STATION.
 JY1371'
 JY1371'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SW OF CHAUNCEY,
 JY1371'6 MILES SE OF NELSONVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2267 ***********************************************************************
 KZ2267  DESIGNATION -  HAN 30 0185
 KZ2267  PID         -  KZ2267
 KZ2267  STATE/COUNTY-  OH/HANCOCK
 KZ2267  USGS QUAD   -  ADA (1987)
 KZ2267
 KZ2267                         *CURRENT SURVEY CONTROL
 KZ2267  ___________________________________________________________________
 KZ2267* NAD 83(1995)-  40 50 03.72115(N)    083 50 40.28311(W)     ADJUSTED  
 KZ2267* NAVD 88     -       277.2    (meters)     909.     (feet)  GPS OBS   
 KZ2267  ___________________________________________________________________
 KZ2267  X           -     518,207.959 (meters)                     COMP
 KZ2267  Y           -  -4,804,958.331 (meters)                     COMP
 KZ2267  Z           -   4,148,681.948 (meters)                     COMP
 KZ2267  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 KZ2267  ELLIP HEIGHT-         242.01  (meters)          (10/07/05) GPS OBS
 KZ2267  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 KZ2267
 KZ2267  HORZ ORDER  -  FIRST
 KZ2267  ELLP ORDER  -  FOURTH    CLASS I
 KZ2267
 KZ2267.The horizontal coordinates were established by GPS observations
 KZ2267.and adjusted by the National Geodetic Survey in April 1998..
 KZ2267
 KZ2267.The orthometric height was determined by GPS observations and a
 KZ2267.high-resolution geoid model.
 KZ2267
 KZ2267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2267
 KZ2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2267
 KZ2267.The ellipsoidal height was determined by GPS observations
 KZ2267.and is referenced to NAD 83.
 KZ2267
 KZ2267.The geoid height was determined by GEOID03.
 KZ2267
 KZ2267;                    North         East     Units Scale Factor Converg.
 KZ2267;SPC OH N     -   130,542.281   486,606.050   MT  0.99994739   -0 52 59.8
 KZ2267;UTM  17      - 4,524,265.133   260,158.922   MT  1.00030808   -1 51 39.0
 KZ2267
 KZ2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2267!SPC OH N     -   0.99996204  x   0.99994739  =   0.99990943
 KZ2267!UTM  17      -   0.99996204  x   1.00030808  =   1.00027011
 KZ2267
 KZ2267:                Primary Azimuth Mark                     Grid Az
 KZ2267:SPC OH N     -  HAN 30 0250                              090 56 14.7
 KZ2267:UTM  17      -  HAN 30 0250                              091 54 53.9
 KZ2267
 KZ2267|---------------------------------------------------------------------|
 KZ2267| PID    Reference Object                     Distance      Geod. Az  |
 KZ2267|                                                           dddmmss.s |
 KZ2267| KZ2268 HAN 30 0250                         APPROX. 1.0 KM 0900314.9 |
 KZ2267|---------------------------------------------------------------------|
 KZ2267
 KZ2267                          SUPERSEDED SURVEY CONTROL
 KZ2267
 KZ2267  ELLIP H (04/01/98)  242.04   (m)                       GP(       ) 4 1
 KZ2267  NAD 83(1986)-  40 50 03.73043(N)    083 50 40.29651(W) AD(       ) 1
 KZ2267  NGVD 29 (07/23/91)  277.4    (m)          910.     (f) GPS OBS        
 KZ2267
 KZ2267.Superseded values are not recommended for survey control.
 KZ2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2267.See file dsdata.txt to determine how the superseded data were derived.
 KZ2267
 KZ2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6015924265(NAD 83)
 KZ2267_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2267_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 KZ2267_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 KZ2267_STAMPING: HANCOCK US30 0185
 KZ2267_MARK LOGO: OHDT  
 KZ2267_PROJECTION: FLUSH
 KZ2267_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KZ2267+STABILITY: POSITION/ELEVATION WELL
 KZ2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2267+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 KZ2267_ROD/PIPE-DEPTH: 8.3  meters
 KZ2267_SLEEVE-DEPTH  : 1.0 meters
 KZ2267
 KZ2267  HISTORY     - Date     Condition        Report By
 KZ2267  HISTORY     - 1990     MONUMENTED       OHDT
 KZ2267  HISTORY     - 19940822 GOOD             OH-063
 KZ2267
 KZ2267                          STATION DESCRIPTION
 KZ2267
 KZ2267'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 KZ2267'STATION IS LOCATED 4.15 MILES NORTH-NORTHWEST OF ADA AND 6.0 MI
 KZ2267'(9.7 KM) EAST OF BEAVERDAM ON TW0 LANE US 30 R/W, IN THE SOUTHEAST
 KZ2267'QUARTER OF SECTION 29, T 2 S, R 9 E, ORANGE TWP.
 KZ2267'TO REACH FROM THE JUNCTION OF STATE ROUTES 81 AND 235 IN ADA, GO NORTH
 KZ2267'4.0 MI (6.4 KM) ON ROUTE 235 TO TWO LANE US 30(LINCOLN HWY.). TURN
 KZ2267'WEST AND GO 1.1 MI (1.8 KM) TO MARK ON RIGHT ALONG THE NORTH EDGE OF
 KZ2267'R/W.
 KZ2267'MARK IS 485 FT (147.8 M) WEST OF INTERSECTION , 27.5 FT (8.4 M) NORTH
 KZ2267'OF US 30 CENTERLINE, 146 FT (44.5 M) NORTHWEST OF POWER POLE NO. 492
 KZ2267'OF HANCOCK-WOOD ELECTRIC CO., AND 1389 FT (423.4 M) EAST OF NORTHEAST
 KZ2267'CORNER OF HOUSE AT ADDRESS NO. 1647, AND 1.0 FT (0.3 M) SOUTH OF A
 KZ2267'ORANGE FIBERGLASS WITNESS POST.
 KZ2267
 KZ2267                          STATION RECOVERY (1994)
 KZ2267
 KZ2267'RECOVERY NOTE BY HANCOCK COUNTY OHIO 1994 (TM)
 KZ2267'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2268 ***********************************************************************
 KZ2268  DESIGNATION -  HAN 30 0250
 KZ2268  PID         -  KZ2268
 KZ2268  STATE/COUNTY-  OH/HANCOCK
 KZ2268  USGS QUAD   -  ADA (1987)
 KZ2268
 KZ2268                         *CURRENT SURVEY CONTROL
 KZ2268  ___________________________________________________________________
 KZ2268* NAD 83(1995)-  40 50 03.68802(N)    083 49 57.22699(W)     ADJUSTED  
 KZ2268* NAVD 88     -       277.6    (meters)     911.     (feet)  GPS OBS   
 KZ2268  ___________________________________________________________________
 KZ2268  X           -     519,211.045 (meters)                     COMP
 KZ2268  Y           -  -4,804,850.990 (meters)                     COMP
 KZ2268  Z           -   4,148,681.410 (meters)                     COMP
 KZ2268  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 KZ2268  ELLIP HEIGHT-         242.37  (meters)          (10/07/05) GPS OBS
 KZ2268  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 KZ2268
 KZ2268  HORZ ORDER  -  FIRST
 KZ2268  ELLP ORDER  -  FOURTH    CLASS I
 KZ2268
 KZ2268.The horizontal coordinates were established by GPS observations
 KZ2268.and adjusted by the National Geodetic Survey in April 1998..
 KZ2268
 KZ2268.The orthometric height was determined by GPS observations and a
 KZ2268.high-resolution geoid model.
 KZ2268
 KZ2268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2268
 KZ2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2268
 KZ2268.The ellipsoidal height was determined by GPS observations
 KZ2268.and is referenced to NAD 83.
 KZ2268
 KZ2268.The geoid height was determined by GEOID03.
 KZ2268
 KZ2268;                    North         East     Units Scale Factor Converg.
 KZ2268;SPC OH N     -   130,525.778   487,614.637   MT  0.99994739   -0 52 31.5
 KZ2268;UTM  17      - 4,524,231.414   261,167.441   MT  1.00030213   -1 51 10.9
 KZ2268
 KZ2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2268!SPC OH N     -   0.99996198  x   0.99994739  =   0.99990937
 KZ2268!UTM  17      -   0.99996198  x   1.00030213  =   1.00026410
 KZ2268
 KZ2268:                Primary Azimuth Mark                     Grid Az
 KZ2268:SPC OH N     -  HAN 30 0185                              270 56 14.5
 KZ2268:UTM  17      -  HAN 30 0185                              271 54 53.9
 KZ2268
 KZ2268|---------------------------------------------------------------------|
 KZ2268| PID    Reference Object                     Distance      Geod. Az  |
 KZ2268|                                                           dddmmss.s |
 KZ2268| KZ2267 HAN 30 0185                         APPROX. 1.0 KM 2700343.0 |
 KZ2268|---------------------------------------------------------------------|
 KZ2268
 KZ2268                          SUPERSEDED SURVEY CONTROL
 KZ2268
 KZ2268  ELLIP H (04/01/98)  242.40   (m)                       GP(       ) 4 1
 KZ2268  NAD 83(1986)-  40 50 03.69715(N)    083 49 57.24030(W) AD(       ) 1
 KZ2268  NGVD 29 (07/23/91)  277.7    (m)          911.     (f) GPS OBS        
 KZ2268
 KZ2268.Superseded values are not recommended for survey control.
 KZ2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2268.See file dsdata.txt to determine how the superseded data were derived.
 KZ2268
 KZ2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6116724231(NAD 83)
 KZ2268_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2268_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 KZ2268_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 KZ2268_STAMPING: HANCOCK 0250 US30
 KZ2268_MARK LOGO: OHDT  
 KZ2268_PROJECTION: FLUSH
 KZ2268_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KZ2268+STABILITY: POSITION/ELEVATION WELL
 KZ2268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2268+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 KZ2268_ROD/PIPE-DEPTH: 7.7  meters
 KZ2268_SLEEVE-DEPTH  : 1.0 meters
 KZ2268
 KZ2268  HISTORY     - Date     Condition        Report By
 KZ2268  HISTORY     - 1990     MONUMENTED       OHDT
 KZ2268  HISTORY     - 19940822 GOOD             OH-063
 KZ2268
 KZ2268                          STATION DESCRIPTION
 KZ2268
 KZ2268'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 KZ2268'STATION IS LOCATED 4.0 MI (6.4 KM) NORTH OF ADA AND 7.0 MI (11.3 KM)
 KZ2268'EAST OF BEAVERDAM, ON TWO LANE US 30 R/W, IN THE SOUTHEAST QUARTER OF
 KZ2268'SECTION 28, T 2 S, R 9 E, ORANGE TWP.
 KZ2268'TO REACH FROM THE JUNCTION OF STATE ROUTES 81 AND 235 IN ADA, GO NORTH
 KZ2268'4.0 MI (6.4 KM) ON ROUTE 235 TO US 30 (LINCOLN HWY.), TURN WEST AND
 KZ2268'GO 0.5 MI (0.8 KM) TO MARK ON THE RIGHT NEAR EDGE OF R/W.
 KZ2268'MARK IS 2424 FT (738.8 M) WEST OF INTERSECTION, 556 FT (169.5 M) WEST
 KZ2268'OF SIDEWALK CENTERLINE, 500 FT (152.4 M) WEST OF DRIVE CENTERLINE,
 KZ2268'141.5 FT (43.1 M) NORTHWEST OF POWER POLE, 26.5 FT (8.1 M) NORTH OF
 KZ2268'US 30 CENTERLINE, AND 1.0 FT (0.3 M) SOUTH OF ORANGE FIBERGLASS
 KZ2268'WITNESS POST.
 KZ2268
 KZ2268                          STATION RECOVERY (1994)
 KZ2268
 KZ2268'RECOVERY NOTE BY HANCOCK COUNTY OHIO 1994 (TM)
 KZ2268'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2269 ***********************************************************************
 KZ2269  DESIGNATION -  HAN 30 0735
 KZ2269  PID         -  KZ2269
 KZ2269  STATE/COUNTY-  OH/HANCOCK
 KZ2269  USGS QUAD   -  DUNKIRK (1984)
 KZ2269
 KZ2269                         *CURRENT SURVEY CONTROL
 KZ2269  ___________________________________________________________________
 KZ2269* NAD 83(1995)-  40 50 02.15269(N)    083 44 24.33464(W)     ADJUSTED  
 KZ2269* NAVD 88     -       283.2    (meters)     929.     (feet)  GPS OBS   
 KZ2269  ___________________________________________________________________
 KZ2269  X           -     526,968.791 (meters)                     COMP
 KZ2269  Y           -  -4,804,041.778 (meters)                     COMP
 KZ2269  Z           -   4,148,649.243 (meters)                     COMP
 KZ2269  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 KZ2269  ELLIP HEIGHT-         247.98  (meters)          (10/07/05) GPS OBS
 KZ2269  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 KZ2269
 KZ2269  HORZ ORDER  -  FIRST
 KZ2269  ELLP ORDER  -  FOURTH    CLASS I
 KZ2269
 KZ2269.The horizontal coordinates were established by GPS observations
 KZ2269.and adjusted by the National Geodetic Survey in April 1998..
 KZ2269
 KZ2269.The orthometric height was determined by GPS observations and a
 KZ2269.high-resolution geoid model.
 KZ2269
 KZ2269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2269
 KZ2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2269
 KZ2269.The ellipsoidal height was determined by GPS observations
 KZ2269.and is referenced to NAD 83.
 KZ2269
 KZ2269.The geoid height was determined by GEOID03.
 KZ2269
 KZ2269;                    North         East     Units Scale Factor Converg.
 KZ2269;SPC OH N     -   130,363.401   495,412.138   MT  0.99994742   -0 48 52.8
 KZ2269;UTM  17      - 4,523,935.914   268,963.625   MT  1.00025704   -1 47 32.8
 KZ2269
 KZ2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2269!SPC OH N     -   0.99996110  x   0.99994742  =   0.99990852
 KZ2269!UTM  17      -   0.99996110  x   1.00025704  =   1.00021813
 KZ2269
 KZ2269:                Primary Azimuth Mark                     Grid Az
 KZ2269:SPC OH N     -  HAN 30 0799                              091 52 23.2
 KZ2269:UTM  17      -  HAN 30 0799                              092 51 03.2
 KZ2269
 KZ2269|---------------------------------------------------------------------|
 KZ2269| PID    Reference Object                     Distance      Geod. Az  |
 KZ2269|                                                           dddmmss.s |
 KZ2269| KZ2270 HAN 30 0799                         APPROX. 1.0 KM 0910330.4 |
 KZ2269|---------------------------------------------------------------------|
 KZ2269
 KZ2269                          SUPERSEDED SURVEY CONTROL
 KZ2269
 KZ2269  ELLIP H (04/01/98)  248.01   (m)                       GP(       ) 4 1
 KZ2269  NAD 83(1986)-  40 50 02.16126(N)    083 44 24.34805(W) AD(       ) 1
 KZ2269  NGVD 29 (07/23/91)  283.4    (m)          930.     (f) GPS OBS        
 KZ2269
 KZ2269.Superseded values are not recommended for survey control.
 KZ2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2269.See file dsdata.txt to determine how the superseded data were derived.
 KZ2269
 KZ2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6896423936(NAD 83)
 KZ2269_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2269_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 KZ2269_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 KZ2269_STAMPING: HANCOCK 0735 US30
 KZ2269_MARK LOGO: OHDT  
 KZ2269_PROJECTION: FLUSH
 KZ2269_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KZ2269+STABILITY: POSITION/ELEVATION WELL
 KZ2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2269+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 KZ2269_ROD/PIPE-DEPTH: 9.2  meters
 KZ2269_SLEEVE-DEPTH  : 1.0 meters
 KZ2269
 KZ2269  HISTORY     - Date     Condition        Report By
 KZ2269  HISTORY     - 1990     MONUMENTED       OHDT
 KZ2269  HISTORY     - 19940822 GOOD             OH-063
 KZ2269
 KZ2269                          STATION DESCRIPTION
 KZ2269
 KZ2269'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 KZ2269'STATION IS LOCATED AT THE VILLAGE OF NEW STARK, 12.25 MI (19.71 KM)
 KZ2269'EAST OF BEAVERDAM, AND 4.75 MI (7.64 KM) WEST OF WILLIAMSTOWN (AT US
 KZ2269'30 AND US 68), ON TWO LANE US 30 (LINCOLN HWY.) HIGHWAY R/W, IN
 KZ2269'SOUTHWEST QUARTER OF SECTION 29, T 2 S, R 10 E, VAN BUREN TOWNSHIP.
 KZ2269'TO REACH FROM THE JUNCTION OF US 68 AND TWO LANE US 30 AT
 KZ2269'WILLIAMSTOWN, GO WEST 4.75 MI (7.64 KM) TO NEW STARK AND THE STATION
 KZ2269'NEAR THE WESTERN EDGE OF TOWN ON THE NORTH SIDE R/W.
 KZ2269'MARK IS 767 FT (233.8 M) WEST OF TWP. RD. 61 (CROSS ROAD IN NEW STARK)
 KZ2269', 138 FT (42.1 M) WEST OF RESIDENTIAL DRIVE CENTERLINE AT HOUSE
 KZ2269'NO.7400, 725 FT (221.0 M) EAST OF RESIDENTIAL DRIVE CENTERLINE AT
 KZ2269'HOUSE NO.7226, 28 FT (8.5 M) NORTH OF US 30 CENTERLINE, 0.4 MI
 KZ2269'(0.6 KM)  EAST OF TWP. RD. 60, AND 1.0 FT (0.3 M) SOUTH OF A ORANGE
 KZ2269'FIBERGLASS WITNESS POST.
 KZ2269
 KZ2269                          STATION RECOVERY (1994)
 KZ2269
 KZ2269'RECOVERY NOTE BY HANCOCK COUNTY OHIO 1994 (TM)
 KZ2269'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2270 ***********************************************************************
 KZ2270  DESIGNATION -  HAN 30 0799
 KZ2270  PID         -  KZ2270
 KZ2270  STATE/COUNTY-  OH/HANCOCK
 KZ2270  USGS QUAD   -  DUNKIRK (1984)
 KZ2270
 KZ2270                         *CURRENT SURVEY CONTROL
 KZ2270  ___________________________________________________________________
 KZ2270* NAD 83(1995)-  40 50 01.53076(N)    083 43 40.18163(W)     ADJUSTED  
 KZ2270* NAVD 88     -       285.6    (meters)     937.     (feet)  GPS OBS   
 KZ2270  ___________________________________________________________________
 KZ2270  X           -     527,998.698 (meters)                     COMP
 KZ2270  Y           -  -4,803,943.117 (meters)                     COMP
 KZ2270  Z           -   4,148,636.277 (meters)                     COMP
 KZ2270  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 KZ2270  ELLIP HEIGHT-         250.35  (meters)          (10/07/05) GPS OBS
 KZ2270  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 KZ2270
 KZ2270  HORZ ORDER  -  FIRST
 KZ2270  ELLP ORDER  -  FOURTH    CLASS I
 KZ2270
 KZ2270.The horizontal coordinates were established by GPS observations
 KZ2270.and adjusted by the National Geodetic Survey in April 1998..
 KZ2270
 KZ2270.The orthometric height was determined by GPS observations and a
 KZ2270.high-resolution geoid model.
 KZ2270
 KZ2270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2270
 KZ2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2270
 KZ2270.The ellipsoidal height was determined by GPS observations
 KZ2270.and is referenced to NAD 83.
 KZ2270
 KZ2270.The geoid height was determined by GEOID03.
 KZ2270
 KZ2270;                    North         East     Units Scale Factor Converg.
 KZ2270;SPC OH N     -   130,329.584   496,446.190   MT  0.99994743   -0 48 23.8
 KZ2270;UTM  17      - 4,523,884.440   269,997.266   MT  1.00025117   -1 47 03.9
 KZ2270
 KZ2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2270!SPC OH N     -   0.99996073  x   0.99994743  =   0.99990816
 KZ2270!UTM  17      -   0.99996073  x   1.00025117  =   1.00021189
 KZ2270
 KZ2270:                Primary Azimuth Mark                     Grid Az
 KZ2270:SPC OH N     -  HAN 30 0735                              271 52 23.1
 KZ2270:UTM  17      -  HAN 30 0735                              272 51 03.2
 KZ2270
 KZ2270|---------------------------------------------------------------------|
 KZ2270| PID    Reference Object                     Distance      Geod. Az  |
 KZ2270|                                                           dddmmss.s |
 KZ2270| KZ2269 HAN 30 0735                         APPROX. 1.0 KM 2710359.3 |
 KZ2270|---------------------------------------------------------------------|
 KZ2270
 KZ2270                          SUPERSEDED SURVEY CONTROL
 KZ2270
 KZ2270  ELLIP H (04/01/98)  250.38   (m)                       GP(       ) 4 1
 KZ2270  NAD 83(1986)-  40 50 01.53938(N)    083 43 40.19501(W) AD(       ) 1
 KZ2270  NGVD 29 (07/23/91)  285.8    (m)          938.     (f) GPS OBS        
 KZ2270
 KZ2270.Superseded values are not recommended for survey control.
 KZ2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2270.See file dsdata.txt to determine how the superseded data were derived.
 KZ2270
 KZ2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6999723884(NAD 83)
 KZ2270_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2270_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 KZ2270_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 KZ2270_STAMPING: HANCOCK 0799 US30
 KZ2270_MARK LOGO: OHDT  
 KZ2270_PROJECTION: FLUSH
 KZ2270_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KZ2270+STABILITY: POSITION/ELEVATION WELL
 KZ2270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2270+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 KZ2270_ROD/PIPE-DEPTH: 10.2 meters
 KZ2270_SLEEVE-DEPTH  : 1.0 meters
 KZ2270
 KZ2270  HISTORY     - Date     Condition        Report By
 KZ2270  HISTORY     - 1990     MONUMENTED       OHDT
 KZ2270  HISTORY     - 19940822 GOOD             OH-063
 KZ2270
 KZ2270                          STATION DESCRIPTION
 KZ2270
 KZ2270'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 KZ2270'STATION IS LOCATED 0.5 MI (0.8 KM) EAST OF THE VILLAGE OF NEW STARK,
 KZ2270'4.0 MI (6.4 KM) WEST OF WILLIAMSTOWN (AT US 30 AND US 68), 13.0 MI
 KZ2270'(20.9 KM) EAST OF BEAVERDAM, ALONG THE SOUTH EDGE OF US 30 (LINCOLN
 KZ2270'HWY.) R/W.
 KZ2270'TO REACH FROM THE JUNCTION OF TWO LANE US 30 AND US 68 AT
 KZ2270'WILLIAMSTOWN, GO 4.0 MI (6.4 KM) WEST ON US 30 TO THE INTERSECTION OF
 KZ2270'US 30 WITH STATE ROUTE 698 (GOING NORTH) AND TOWNSHIP ROAD 10 (GOING
 KZ2270'SOUTH), AND THE STATION SOUTHWEST OF THE INTERSECTION.
 KZ2270'MARK IS 51 FT (15.5 M) SOUTH OF US 30 CENTERLINE, 20 FT (6.1 M) WEST
 KZ2270'OF TWP. RD. 10 CENTERLINE, AND 1.0 FT (0.3 M) EAST OF A ORANGE
 KZ2270'FIBERGLASS WITNESS POST.
 KZ2270
 KZ2270                          STATION RECOVERY (1994)
 KZ2270
 KZ2270'RECOVERY NOTE BY HANCOCK COUNTY OHIO 1994 (TM)
 KZ2270'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2271 ***********************************************************************
 KZ2271  DESIGNATION -  HAN 30 1240
 KZ2271  PID         -  KZ2271
 KZ2271  STATE/COUNTY-  OH/HANCOCK
 KZ2271  USGS QUAD   -  DUNKIRK (1984)
 KZ2271
 KZ2271                         *CURRENT SURVEY CONTROL
 KZ2271  ___________________________________________________________________
 KZ2271* NAD 83(1995)-  40 50 02.89940(N)    083 38 36.65252(W)     ADJUSTED  
 KZ2271* NAVD 88     -       288.0    (meters)     945.     (feet)  GPS OBS   
 KZ2271  ___________________________________________________________________
 KZ2271  X           -     535,064.516 (meters)                     COMP
 KZ2271  Y           -  -4,803,135.322 (meters)                     COMP
 KZ2271  Z           -   4,148,669.803 (meters)                     COMP
 KZ2271  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 KZ2271  ELLIP HEIGHT-         252.77  (meters)          (10/07/05) GPS OBS
 KZ2271  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 KZ2271
 KZ2271  HORZ ORDER  -  FIRST
 KZ2271  ELLP ORDER  -  FOURTH    CLASS I
 KZ2271
 KZ2271.The horizontal coordinates were established by GPS observations
 KZ2271.and adjusted by the National Geodetic Survey in April 1998..
 KZ2271
 KZ2271.The orthometric height was determined by GPS observations and a
 KZ2271.high-resolution geoid model.
 KZ2271
 KZ2271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2271
 KZ2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2271
 KZ2271.The ellipsoidal height was determined by GPS observations
 KZ2271.and is referenced to NAD 83.
 KZ2271
 KZ2271.The geoid height was determined by GEOID03.
 KZ2271
 KZ2271;                    North         East     Units Scale Factor Converg.
 KZ2271;SPC OH N     -   130,275.125   503,557.250   MT  0.99994741   -0 45 04.4
 KZ2271;UTM  17      - 4,523,708.577   277,108.379   MT  1.00021152   -1 43 45.2
 KZ2271
 KZ2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2271!SPC OH N     -   0.99996035  x   0.99994741  =   0.99990776
 KZ2271!UTM  17      -   0.99996035  x   1.00021152  =   1.00017186
 KZ2271
 KZ2271:                Primary Azimuth Mark                     Grid Az
 KZ2271:SPC OH N     -  HAN 30 1290                              072 06 02.3
 KZ2271:UTM  17      -  HAN 30 1290                              073 04 43.1
 KZ2271
 KZ2271|---------------------------------------------------------------------|
 KZ2271| PID    Reference Object                     Distance      Geod. Az  |
 KZ2271|                                                           dddmmss.s |
 KZ2271| KZ2272 HAN 30 1290                         APPROX. 0.9 KM 0712057.9 |
 KZ2271|---------------------------------------------------------------------|
 KZ2271
 KZ2271                          SUPERSEDED SURVEY CONTROL
 KZ2271
 KZ2271  ELLIP H (04/01/98)  252.80   (m)                       GP(       ) 4 1
 KZ2271  NAD 83(1986)-  40 50 02.90797(N)    083 38 36.66584(W) AD(       ) 1
 KZ2271  NGVD 29 (07/23/91)  288.1    (m)          945.     (f) GPS OBS        
 KZ2271
 KZ2271.Superseded values are not recommended for survey control.
 KZ2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2271.See file dsdata.txt to determine how the superseded data were derived.
 KZ2271
 KZ2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7710823709(NAD 83)
 KZ2271_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2271_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 KZ2271_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 KZ2271_STAMPING: HANCOCK 1240 US30
 KZ2271_MARK LOGO: OHDT  
 KZ2271_PROJECTION: FLUSH
 KZ2271_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KZ2271+STABILITY: POSITION/ELEVATION WELL
 KZ2271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2271+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 KZ2271_ROD/PIPE-DEPTH: 2.4  meters
 KZ2271_SLEEVE-DEPTH  : 1.0 meters
 KZ2271
 KZ2271  HISTORY     - Date     Condition        Report By
 KZ2271  HISTORY     - 1990     MONUMENTED       OHDT
 KZ2271  HISTORY     - 19940822 GOOD             OH-063
 KZ2271
 KZ2271                          STATION DESCRIPTION
 KZ2271
 KZ2271'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 KZ2271'STATION IS LOCATED AT WILLIAMSTOWN, IN THE SOUTHWEST QUARTER OF
 KZ2271'SECTION 30, T 2 S, R 11 E, MADISON TWP., ON TWO LANE US 30 R/W.
 KZ2271'TO REACH FROM US 30 BRIDGE OVER US 68 IN WILLIAMSTOWN, GO EAST 0.5 MI
 KZ2271'(0.8 KM) ON US 30 TO MADISON TWP. ROAD 176 AND THE STATION ON THE
 KZ2271'RIGHT.
 KZ2271'MARK IS 77 FT (23.5 M) SOUTH OF US 30 EAST BOUND CENTERLINE, 148 FT
 KZ2271'(45.1 M) WEST OF TWP.RD. 176 CENTERLINE, 70 FT (21.3 M) NORTH OF
 KZ2271'COUNTY ROAD 332 CENTERLINE, 116 FT (35.4 M) NORTHWEST OF A POWER
 KZ2271'POLE, 149 FT (45.4 M) NORTHEAST OF ANOTHER POWER POLE, AND 1.0 FT
 KZ2271'(0.3 M) NORTH OF A ORANGE FIBERGLASS WITNESS POST.
 KZ2271
 KZ2271                          STATION RECOVERY (1994)
 KZ2271
 KZ2271'RECOVERY NOTE BY HANCOCK COUNTY OHIO 1994 (TM)
 KZ2271'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2272 ***********************************************************************
 KZ2272  DESIGNATION -  HAN 30 1290
 KZ2272  PID         -  KZ2272
 KZ2272  STATE/COUNTY-  OH/HANCOCK
 KZ2272  USGS QUAD   -  DUNKIRK (1984)
 KZ2272
 KZ2272                         *CURRENT SURVEY CONTROL
 KZ2272  ___________________________________________________________________
 KZ2272* NAD 83(1995)-  40 50 12.13497(N)    083 38 00.61851(W)     ADJUSTED  
 KZ2272* NAVD 88     -       274.9    (meters)     902.     (feet)  GPS OBS   
 KZ2272  ___________________________________________________________________
 KZ2272  X           -     535,881.851 (meters)                     COMP
 KZ2272  Y           -  -4,802,846.807 (meters)                     COMP
 KZ2272  Z           -   4,148,876.820 (meters)                     COMP
 KZ2272  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 KZ2272  ELLIP HEIGHT-         239.71  (meters)          (10/07/05) GPS OBS
 KZ2272  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 KZ2272
 KZ2272  HORZ ORDER  -  FIRST
 KZ2272  ELLP ORDER  -  FOURTH    CLASS I
 KZ2272
 KZ2272.The horizontal coordinates were established by GPS observations
 KZ2272.and adjusted by the National Geodetic Survey in April 1998..
 KZ2272
 KZ2272.The orthometric height was determined by GPS observations and a
 KZ2272.high-resolution geoid model.
 KZ2272
 KZ2272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ2272
 KZ2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ2272
 KZ2272.The ellipsoidal height was determined by GPS observations
 KZ2272.and is referenced to NAD 83.
 KZ2272
 KZ2272.The geoid height was determined by GEOID03.
 KZ2272
 KZ2272;                    North         East     Units Scale Factor Converg.
 KZ2272;SPC OH N     -   130,548.959   504,405.090   MT  0.99994723   -0 44 40.8
 KZ2272;UTM  17      - 4,523,967.967   277,960.993   MT  1.00020685   -1 43 22.0
 KZ2272
 KZ2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ2272!SPC OH N     -   0.99996240  x   0.99994723  =   0.99990963
 KZ2272!UTM  17      -   0.99996240  x   1.00020685  =   1.00016924
 KZ2272
 KZ2272:                Primary Azimuth Mark                     Grid Az
 KZ2272:SPC OH N     -  HAN 30 1240                              252 06 02.3
 KZ2272:UTM  17      -  HAN 30 1240                              253 04 43.5
 KZ2272
 KZ2272|---------------------------------------------------------------------|
 KZ2272| PID    Reference Object                     Distance      Geod. Az  |
 KZ2272|                                                           dddmmss.s |
 KZ2272| KZ2271 HAN 30 1240                         APPROX. 0.9 KM 2512121.5 |
 KZ2272|---------------------------------------------------------------------|
 KZ2272
 KZ2272                          SUPERSEDED SURVEY CONTROL
 KZ2272
 KZ2272  ELLIP H (04/01/98)  239.74   (m)                       GP(       ) 4 1
 KZ2272  NAD 83(1986)-  40 50 12.14345(N)    083 38 00.63188(W) AD(       ) 1
 KZ2272  NGVD 29 (07/23/91)  275.1    (m)          903.     (f) GPS OBS        
 KZ2272
 KZ2272.Superseded values are not recommended for survey control.
 KZ2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2272.See file dsdata.txt to determine how the superseded data were derived.
 KZ2272
 KZ2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7796123968(NAD 83)
 KZ2272_MARKER: DH = HORIZONTAL CONTROL DISK
 KZ2272_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 KZ2272_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 KZ2272_STAMPING: HANCOCK 1290 US30
 KZ2272_MARK LOGO: OHDT  
 KZ2272_PROJECTION: FLUSH
 KZ2272_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ2272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KZ2272+STABILITY: POSITION/ELEVATION WELL
 KZ2272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ2272+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1994
 KZ2272_ROD/PIPE-DEPTH: 9.2  meters
 KZ2272_SLEEVE-DEPTH  : 1.0 meters
 KZ2272
 KZ2272  HISTORY     - Date     Condition        Report By
 KZ2272  HISTORY     - 1990     MONUMENTED       OHDT
 KZ2272  HISTORY     - 19940822 GOOD             OH-063
 KZ2272
 KZ2272                          STATION DESCRIPTION
 KZ2272
 KZ2272'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 KZ2272'STATION IS LOCATED 1.0 MI (1.6 KM) EAST OF WILLIAMSTOWN (US 30 AND US
 KZ2272'68), IN THE SOUTHEAST QUARTER OF SECTION 30, T 2 S, R 11 E, MADISON
 KZ2272'TOWNSHIP, ON TOWNSHIP ROAD 177, 0.2 MI (0.3 KM) NORTH OF TWO LANE US
 KZ2272'30 (LINCOLN HWY).
 KZ2272'TO REACH FROM WILLIAMSTOWN US 30 FOUR LANE OVERPASS OVER US 68, GO
 KZ2272'EAST 1.0 MI (1.6 KM) TO TOWNSHIP ROAD 177, TURN NORTH AND GO 932 FT
 KZ2272'(284.1 M) TO MARK ON THE LEFT NEAR CORNER POST.
 KZ2272'MARK IS 17 FT (5.2 M) WEST OF TWP. ROAD 177 CENTERLINE, 3 FT (0.9 M)
 KZ2272'SOUTHEAST OF CORNER POST, 172 FT (52.4 M) NORTHWEST OF POWER POLE
 KZ2272'NUMBERED 765/64, 116 FT (35.4 M) SOUTHWEST OF POWER POLE NUMBERED
 KZ2272'765/65, 932 FT (284.1 M) NORTH OF US 30 CENTERLINE, AND 1.0 FT
 KZ2272'(0.3 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 KZ2272
 KZ2272                          STATION RECOVERY (1994)
 KZ2272
 KZ2272'RECOVERY NOTE BY HANCOCK COUNTY OHIO 1994 (TM)
 KZ2272'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1083 ***********************************************************************
 DI1083  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1083  DESIGNATION -  HANCOCK COUNTY CORS ARP
 DI1083  CORS_ID     -  OHHA
 DI1083  PID         -  DI1083
 DI1083  STATE/COUNTY-  OH/HANCOCK
 DI1083  USGS QUAD   -  FINDLAY (1979)
 DI1083
 DI1083                         *CURRENT SURVEY CONTROL
 DI1083  ___________________________________________________________________
 DI1083* NAD 83(CORS)-  41 02 27.93407(N)    083 40 33.46922(W)     ADJUSTED  
 DI1083* NAVD 88     -                                                        
 DI1083  ___________________________________________________________________
 DI1083  EPOCH DATE  -        2002.00
 DI1083  X           -     530,681.802 (meters)                     COMP
 DI1083  Y           -  -4,788,437.408 (meters)                     COMP
 DI1083  Z           -   4,166,004.174 (meters)                     COMP
 DI1083  ELLIP HEIGHT-         210.03  (meters)          (08/??/06) GPS OBS
 DI1083  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 DI1083
 DI1083  HORZ ORDER  -  SPECIAL (CORS)
 DI1083  ELLP ORDER  -  SPECIAL (CORS)
 DI1083
 DI1083.ITRF positions are available for this station.
 DI1083.The coordinates were established by GPS observations
 DI1083.and adjusted by the National Geodetic Survey in August 2006..
 DI1083.The coordinates are valid at the epoch date displayed above.
 DI1083.The epoch date for horizontal control is a decimal equivalence
 DI1083.of Year/Month/Day.
 DI1083
 DI1083
 DI1083.The PID for the CORS L1 Phase Center is DI1084.
 DI1083
 DI1083.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1083
 DI1083.The ellipsoidal height was determined by GPS observations
 DI1083.and is referenced to NAD 83.
 DI1083
 DI1083.The geoid height was determined by GEOID03.
 DI1083
 DI1083;                    North         East     Units Scale Factor Converg.
 DI1083;SPC OH N     -   153,290.909   501,130.556   MT  0.99993925   -0 46 21.2
 DI1083
 DI1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1083!SPC OH N     -   0.99996706  x   0.99993925  =   0.99990631
 DI1083
 DI1083                          SUPERSEDED SURVEY CONTROL
 DI1083
 DI1083.No superseded survey control is available for this station.
 DI1083
 DI1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7507646769(NAD 83)
 DI1083_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1083
 DI1083                          STATION DESCRIPTION
 DI1083
 DI1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1083'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1083'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1083'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1083'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1083'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1084 ***********************************************************************
 DI1084  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1084  DESIGNATION -  HANCOCK COUNTY CORS L1 PHASE CENTER
 DI1084  CORS_ID     -  OHHA
 DI1084  PID         -  DI1084
 DI1084  STATE/COUNTY-  OH/HANCOCK
 DI1084  USGS QUAD   -  FINDLAY (1979)
 DI1084
 DI1084                         *CURRENT SURVEY CONTROL
 DI1084  ___________________________________________________________________
 DI1084* NAD 83(CORS)-  41 02 27.93408(N)    083 40 33.46920(W)     ADJUSTED  
 DI1084* NAVD 88     -                                                        
 DI1084  ___________________________________________________________________
 DI1084  EPOCH DATE  -        2002.00
 DI1084  X           -     530,681.809 (meters)                     COMP
 DI1084  Y           -  -4,788,437.468 (meters)                     COMP
 DI1084  Z           -   4,166,004.226 (meters)                     COMP
 DI1084  ELLIP HEIGHT-         210.11  (meters)          (08/??/06) GPS OBS
 DI1084  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 DI1084
 DI1084  HORZ ORDER  -  SPECIAL (CORS)
 DI1084  ELLP ORDER  -  SPECIAL (CORS)
 DI1084
 DI1084.ITRF positions are available for this station.
 DI1084.The coordinates were established by GPS observations
 DI1084.and adjusted by the National Geodetic Survey in August 2006..
 DI1084.The coordinates are valid at the epoch date displayed above.
 DI1084.The epoch date for horizontal control is a decimal equivalence
 DI1084.of Year/Month/Day.
 DI1084
 DI1084
 DI1084.The PID for the CORS ARP is DI1083.
 DI1084
 DI1084.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1084
 DI1084.The ellipsoidal height was determined by GPS observations
 DI1084.and is referenced to NAD 83.
 DI1084
 DI1084.The geoid height was determined by GEOID03.
 DI1084
 DI1084;                    North         East     Units Scale Factor Converg.
 DI1084;SPC OH N     -   153,290.910   501,130.557   MT  0.99993925   -0 46 21.2
 DI1084
 DI1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1084!SPC OH N     -   0.99996704  x   0.99993925  =   0.99990630
 DI1084
 DI1084                          SUPERSEDED SURVEY CONTROL
 DI1084
 DI1084.No superseded survey control is available for this station.
 DI1084
 DI1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF7507646769(NAD 83)
 DI1084_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1084
 DI1084                          STATION DESCRIPTION
 DI1084
 DI1084'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1084'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1084'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1084'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1084'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1084'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1893 ***********************************************************************
 KZ1893  DESIGNATION -  HANKINSON
 KZ1893  PID         -  KZ1893
 KZ1893  STATE/COUNTY-  OH/LICKING
 KZ1893  USGS QUAD   -  GRANVILLE (1984)
 KZ1893
 KZ1893                         *CURRENT SURVEY CONTROL
 KZ1893  ___________________________________________________________________
 KZ1893* NAD 83(1995)-  40 05 41.18771(N)    082 30 05.12610(W)     ADJUSTED  
 KZ1893* NAVD 88     -       361.35   (+/-2cm)    1185.5    (feet)  VERTCON   
 KZ1893  ___________________________________________________________________
 KZ1893  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 KZ1893  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ1893
 KZ1893  HORZ ORDER  -  SECOND
 KZ1893  VERT ORDER  -  THIRD ? (See Below)
 KZ1893
 KZ1893.The horizontal coordinates were established by classical geodetic methods
 KZ1893.and adjusted by the National Geodetic Survey in April 1998..
 KZ1893
 KZ1893.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1893.The vertical order pertains to the NGVD 29 superseded value.
 KZ1893
 KZ1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1893
 KZ1893.The geoid height was determined by GEOID03.
 KZ1893
 KZ1893;                    North         East     Units Scale Factor Converg.
 KZ1893;SPC OH S     -   232,556.267   599,878.573   MT  1.00001273   -0 00 03.3
 KZ1893;UTM  17      - 4,439,356.499   372,013.737   MT  0.99980165   -0 58 01.7
 KZ1893
 KZ1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1893!SPC OH S     -   0.99994865  x   1.00001273  =   0.99996138
 KZ1893!UTM  17      -   0.99994865  x   0.99980165  =   0.99975031
 KZ1893
 KZ1893|---------------------------------------------------------------------|
 KZ1893| PID    Reference Object                     Distance      Geod. Az  |
 KZ1893|                                                           dddmmss.s |
 KZ1893| CE6676 HANKINSON RM 2                       27.466 METERS 00631     |
 KZ1893| CE6675 HANKINSON RM 1                       76.337 METERS 22756     |
 KZ1893| CE6674 HANKINSON AZ MK                                    2663026.5 |
 KZ1893|---------------------------------------------------------------------|
 KZ1893
 KZ1893                          SUPERSEDED SURVEY CONTROL
 KZ1893
 KZ1893  NAD 83(1986)-  40 05 41.19487(N)    082 30 05.13621(W) AD(       ) 2
 KZ1893  NAD 27      -  40 05 40.96600(N)    082 30 05.56300(W) AD(       ) 2
 KZ1893  NGVD 29 (07/19/86)  361.53   (m)         1186.1    (f) LEVELING    3  
 KZ1893
 KZ1893.Superseded values are not recommended for survey control.
 KZ1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1893.See file dsdata.txt to determine how the superseded data were derived.
 KZ1893
 KZ1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7201439356(NAD 83)
 KZ1893_MARKER: DS = TRIANGULATION STATION DISK
 KZ1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1893_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1893
 KZ1893  HISTORY     - Date     Condition        Report By
 KZ1893  HISTORY     - 1933     MONUMENTED       CGS
 KZ1893
 KZ1893                          STATION DESCRIPTION
 KZ1893
 KZ1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ1893'STATION IS ON
 KZ1893'THE PROPERTY OF
 KZ1893'WM.  HANKINSON ABOUT 2 MILES NORTH OF GRANVILLE,
 KZ1893'OHIO, ABOUT 0.25 MILE EAST OF THE
 KZ1893'ROAD, ON THE SUMMIT OF A
 KZ1893'SMALL HILL, ON THE FENCE LINE BETWEEN TWO CULTIVATED
 KZ1893'FIELDS,
 KZ1893'AND 56 PACES NORTH OF THE NORTHEAST CORNER OF THE FIELD.  THERE
 KZ1893'IS A FARM ROAD AND
 KZ1893'GATE LEADING TO THE ADJOINING FIELD AT THIS
 KZ1893'CORNER AND A SMALL WOODED GULLY JUST
 KZ1893'EAST OF THE GATE.  THE
 KZ1893'FARM ROAD FOLLOWS UP THE SOUTH SIDE OF THE FIELD JUST
 KZ1893'NORTH OF A
 KZ1893'LINE OF TREES AND BRUSH DIVIDING THIS FIELD FROM ANOTHER
 KZ1893'CULTIVATED FIELD TO
 KZ1893'THE SOUTH, AND MARK PROJECTS 12 INCHES.
 KZ1893'
 KZ1893'TO REACH FROM GRANVILLE VIA GRANGER STREET, GO 0.4 MILE TO
 KZ1893'T-ROAD, TURN RIGHT
 KZ1893'AND GO 0.6 MILE TO FORKS, TAKE LEFT FORK AND
 KZ1893'CONTINUE 1.1 MILES TO GATE ON RIGHT
 KZ1893'OPPOSITE GREY HOUSE MENTIONED
 KZ1893'ABOVE, PASS THROUGH GATE AND FOLLOW FARM ROAD 0.25
 KZ1893'MILE
 KZ1893'TO END OF FIELD AND STATION.
 KZ1893'
 KZ1893'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 KZ1893'STANDARD BRONZE
 KZ1893'DISKS SET IN CONCRETE.
 KZ1893'
 KZ1893'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 19 FEET
 KZ1893'EAST OF A LARGE
 KZ1893'POPLAR TREE AND PROJECTS 12 INCHES.  REFERENCE
 KZ1893'MARK NO. 2 IS NORTH OF THE STATION
 KZ1893'ON THE NORTH-SOUTH FENCE
 KZ1893'LINE AND PROJECTS 8 INCHES.
 KZ1893'
 KZ1893'AZIMUTH MARK IS WEST OF THE STATION, 21 FEET EAST OF THE
 KZ1893'CENTER LINE OF THE
 KZ1893'ROAD (GRAVEL), OPPOSITE A GREY HOUSE WITH A
 KZ1893'LONE POPLAR TREE IN THE FRONT YARD,
 KZ1893'AND OCCUPIED BY C. R.
 KZ1893'MORELAND, ON FENCE LINE AND BETWEEN TWO LARGE TREES.
 KZ1893'MARK
 KZ1893'PROJECTS 10 INCHES.
 KZ1893'
 KZ1893'A 90-FOOT TOWER WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1782 ***********************************************************************
 KZ1782  DESIGNATION -  HANLEY
 KZ1782  PID         -  KZ1782
 KZ1782  STATE/COUNTY-  OH/RICHLAND
 KZ1782  USGS QUAD   -  LUCAS (1961)
 KZ1782
 KZ1782                         *CURRENT SURVEY CONTROL
 KZ1782  ___________________________________________________________________
 KZ1782* NAD 83(1995)-  40 41 43.93641(N)    082 28 38.33613(W)     ADJUSTED  
 KZ1782* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 KZ1782  ___________________________________________________________________
 KZ1782  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 KZ1782  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KZ1782
 KZ1782  HORZ ORDER  -  FIRST
 KZ1782
 KZ1782.The horizontal coordinates were established by classical geodetic methods
 KZ1782.and adjusted by the National Geodetic Survey in April 1998..
 KZ1782
 KZ1782.The orthometric height was scaled from a topographic map.
 KZ1782
 KZ1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1782
 KZ1782.The geoid height was determined by GEOID03.
 KZ1782
 KZ1782;                    North         East     Units Scale Factor Converg.
 KZ1782;SPC OH N     -   114,252.297   601,917.236   MT  0.99996011   +0 00 53.6
 KZ1782;UTM  17      - 4,506,009.121   375,183.438   MT  0.99979176   -0 57 48.2
 KZ1782
 KZ1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1782!SPC OH N     -   0.99993597  x   0.99996011  =   0.99989608
 KZ1782!UTM  17      -   0.99993597  x   0.99979176  =   0.99972774
 KZ1782
 KZ1782:                Primary Azimuth Mark                     Grid Az
 KZ1782:SPC OH N     -  HANLEY AZ MK                             019 43 58.7
 KZ1782:UTM  17      -  HANLEY AZ MK                             020 42 40.5
 KZ1782
 KZ1782|---------------------------------------------------------------------|
 KZ1782| PID    Reference Object                     Distance      Geod. Az  |
 KZ1782|                                                           dddmmss.s |
 KZ1782| CE6677 HANLEY AZ MK                                       0194452.3 |
 KZ1782| CE6678 HANLEY RM 1                          20.230 METERS 08048     |
 KZ1782| CE6679 HANLEY RM 2                          20.786 METERS 28258     |
 KZ1782| KZ0296 V 251                                95.331 METERS 30422     |
 KZ1782|---------------------------------------------------------------------|
 KZ1782
 KZ1782                          SUPERSEDED SURVEY CONTROL
 KZ1782
 KZ1782  NAD 83(1986)-  40 41 43.93845(N)    082 28 38.34574(W) AD(       ) 1
 KZ1782  NAD 27      -  40 41 43.73567(N)    082 28 38.74235(W) AD(       ) 1
 KZ1782
 KZ1782.Superseded values are not recommended for survey control.
 KZ1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1782.See file dsdata.txt to determine how the superseded data were derived.
 KZ1782
 KZ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7518306009(NAD 83)
 KZ1782_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1782
 KZ1782  HISTORY     - Date     Condition        Report By
 KZ1782  HISTORY     - 1959     MONUMENTED       CGS
 KZ1782  HISTORY     - 1970     GOOD             OHHD
 KZ1782  HISTORY     - 1971     MARK NOT FOUND   OHHD
 KZ1782
 KZ1782                          STATION DESCRIPTION
 KZ1782
 KZ1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1782'THE STATION IS ABOUT 5.0 MILES SOUTHEAST OF MANSFIELD, 3-1/4 MILES
 KZ1782'WEST OF LUCAS 1/4 MILE WEST
 KZ1782'OF A SMALL VILLAGE OF WASHINGTON, IN THE NORTH CENTER OF THE
 KZ1782'NORTHEAST 1/4 OF SECTION 14, T-20-N,
 KZ1782'R-18-W, WASHINGTON TOWNSHIP, ON PROPERTY OWNED BY MR. MARION LUTS.
 KZ1782'
 KZ1782'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE PUBLIC SQUARE
 KZ1782'IN MANSFIELD, GO SOUTHEASTERLY
 KZ1782'ON SOUTH DIAMOND STREET FOR 1.5 MILES TO A Y-FORK.  BEAR RIGHT ON
 KZ1782'MANS.-WASHINGTON ROAD FOR 2.3 MILES TO A SIDE
 KZ1782'ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR
 KZ1782'0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KZ1782'CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A
 KZ1782'CROSSROAD IN THE VILLAGE OF WASHINGTON AND LITTLE WASHINGTON
 KZ1782'CHURCH IN THE NORTHWEST ANGLE.
 KZ1782'TURN RIGHT AND GO WEST ON HANLEY ROAD FOR 0.2 MILE TO A CEMETERY ON
 KZ1782'THE LEFT AND THE STATION ON THE SOUTH
 KZ1782'SIDE OF THE CEMETERY.
 KZ1782'
 KZ1782'STATION MARKS ARE STANDARD DISKS STAMPED HANLEY 1959.  THE SURFACE
 KZ1782'DISK IS SET IN A SQUARE
 KZ1782'CONCRETE POST 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 200
 KZ1782'FEET SOUTH OF THE CENTERLINE OF
 KZ1782'HANLEY ROAD, 87 FEET SOUTHEAST OF A 10-INCH ELM TREE, 76 FEET SOUTH
 KZ1782'OF A 16-INCH CEDAR TREE AND 40 FEET
 KZ1782'WEST OF A 10-INCH ELM TREE.  THE UNDERGROUND DISK IS
 KZ1782'SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 KZ1782'THE SURFACE OF THE GROUND.
 KZ1782'
 KZ1782'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HANLEY NO 1 1959, IS
 KZ1782'SET IN A SQUARE CONCRETE
 KZ1782'POST WHICH PROJECTS 4 INCHES.  IT IS 28.5 FEET EAST OF A 10-INCH ELM
 KZ1782'TREE AND 17 FEET WEST OF A 12-INCH ELM
 KZ1782'TREE.  A STANDARD METAL WITNESS POST WAS SET 2 FEET
 KZ1782'EAST OF THE MARK.
 KZ1782'
 KZ1782'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HANLEY NO 2 1959, IS
 KZ1782'SET IN A SQUARE CONCRETE
 KZ1782'POST WHICH PROJECTS 4 INCHES.  IT IS 76 FEET SOUTHWEST OF THE 16 INCH
 KZ1782'CEDAR TREE AND 19 FEET EAST OF A
 KZ1782'10-INCH ELM TREE.  A STANDARD METAL WITNESS POST WAS
 KZ1782'SET 1.5 FEET WEST OF THE MARK.
 KZ1782'
 KZ1782'AZIMUTH MARK, A STANDARD DISK STAMPED HANLEY 1959, IS SET IN A SQUARE
 KZ1782'CONCRETE POST FLUSH WITH
 KZ1782'THE SURFACE OF THE GROUND.  IT IS 117 FEET WEST OF THE CENTERLINE OF
 KZ1782'THE MANS.-WASHINGTON ROAD, 41.5 FEET
 KZ1782'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MARATHON
 KZ1782'SERVICE STATION AND 9 FEET WEST OF A SMALL
 KZ1782'DECIDUOUS TREE.
 KZ1782'
 KZ1782'V-251 (USC AND GS), A STANDARD COAST AND GEODETIC SURVEY BENCH MARK
 KZ1782'DISK STAMPED V251 1959.  IT
 KZ1782'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 22
 KZ1782'FEET SOUTH OF THE CENTERLINE OF
 KZ1782'HANLEY ROAD, 4-1/2 FEET SOUTHEAST OF A POWERLINE POLE AND IN
 KZ1782'THE NORTHWEST CORNER OF THE CEMETERY.
 KZ1782'
 KZ1782'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KZ1782
 KZ1782                          STATION RECOVERY (1970)
 KZ1782
 KZ1782'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (AEF)
 KZ1782'HANLEY 1959 RECOVERED GOOD.
 KZ1782'
 KZ1782'AZIMUTH MARK RECOVERED GOOD.
 KZ1782'
 KZ1782'R.M. NO. 1 RECOVERED GOOD.
 KZ1782'
 KZ1782'R.M. NO. 2 RECOVERED GOOD.
 KZ1782
 KZ1782                          STATION RECOVERY (1971)
 KZ1782
 KZ1782'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1782'HANLEY 1959 DID NOT DIG UP.
 KZ1782'
 KZ1782'HANLEY NO. 1-1959 RECOVERED GOOD - HAS WITNESS.
 KZ1782'
 KZ1782'HANLEY NO. 2-1959 RECOVERED GOOD - HAS WITNESS.
 KZ1782'
 KZ1782'AZI. HANLEY 1959 RECOVERED GOOD - SET STEEL WITNESS POST.
 KZ1782'
 KZ1782'DESCRIPTION ACCURATE.
 KZ1782'
 KZ1782'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES + OR - SE OF
 KZ1782'MANSFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3424 ***********************************************************************
 KY3424  DESIGNATION -  HANNA COAL COMPANY MARK NEAR COMPHER
 KY3424  PID         -  KY3424
 KY3424  STATE/COUNTY-  OH/BELMONT
 KY3424  USGS QUAD   -  PIEDMONT (1994)
 KY3424
 KY3424                         *CURRENT SURVEY CONTROL
 KY3424  ___________________________________________________________________
 KY3424* NAD 83(1995)-  40 09 54.42672(N)    081 10 29.03619(W)     ADJUSTED  
 KY3424* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 KY3424  ___________________________________________________________________
 KY3424  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 KY3424  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY3424
 KY3424  HORZ ORDER  -  SECOND
 KY3424
 KY3424.The horizontal coordinates were established by classical geodetic methods
 KY3424.and adjusted by the National Geodetic Survey in April 1998..
 KY3424
 KY3424.The orthometric height was scaled from a topographic map.
 KY3424
 KY3424.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3424
 KY3424.The geoid height was determined by GEOID03.
 KY3424
 KY3424;                    North         East     Units Scale Factor Converg.
 KY3424;SPC OH S     -   241,195.721   712,895.856   MT  1.00002874   +0 50 27.3
 KY3424;SPC OH N     -    56,210.289   712,899.341   MT  1.00006218   +0 52 14.3
 KY3424;UTM  17      - 4,446,098.656   485,120.889   MT  0.99960273   -0 06 45.7
 KY3424
 KY3424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3424!SPC OH S     -   0.99994745  x   1.00002874  =   0.99997619
 KY3424!SPC OH N     -   0.99994745  x   1.00006218  =   1.00000963
 KY3424!UTM  17      -   0.99994745  x   0.99960273  =   0.99955020
 KY3424
 KY3424                          SUPERSEDED SURVEY CONTROL
 KY3424
 KY3424  NAD 83(1986)-  40 09 54.43220(N)    081 10 29.04117(W) AD(       ) 2
 KY3424  NAD 27      -  40 09 54.18790(N)    081 10 29.65880(W) AD(       ) 2
 KY3424
 KY3424.Superseded values are not recommended for survey control.
 KY3424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3424.See file dsdata.txt to determine how the superseded data were derived.
 KY3424
 KY3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME8512146099(NAD 83)
 KY3424_MARKER: I = METAL ROD
 KY3424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3424_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3424+STABILITY: SURFACE MOTION
 KY3424
 KY3424  HISTORY     - Date     Condition        Report By
 KY3424  HISTORY     - 1963     MONUMENTED       LOCENG
 KY3424  HISTORY     - 1983     POOR             LOCENG
 KY3424
 KY3424                          STATION DESCRIPTION
 KY3424
 KY3424'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (VBM)
 KY3424'LOCATED ABOUT 6 MILES WEST OF FLUHSHING, 16 MILES
 KY3424'NORTHWEST OF ST.
 KY3424'CLAIRSVILLE, 2-1/2 MILES SOUTHEAST OF PIEDMONT, AND
 KY3424'0.2 MILE SOUTHEAST OF COMPHER.
 KY3424'
 KY3424'TO REACH FROM THE JUNCTION OF US HIGHWAY 40 AND STATE HIGHWAY 149
 KY3424'ABOUT 10 MILES
 KY3424'WEST OF ST. CLAIRSVILLE, GO NORTH ON STATE HIGHWAY 149
 KY3424'FOR 4.6 MILES TO A FORK AND
 KY3424'JUNCTION OF COUNTY HIGHWAY 72 AND HIGHWAY
 KY3424'149.  TURN LEFT AND GO NORTHWEST ON HIGHWAY 72
 KY3424'FOR 1.5 MILES TO ROCK
 KY3424'HILL CEMETERY ON THE LEFT AND SMALL SETTLEMENT OF ROCK HILL.
 KY3424'CONTINUE NORTHWEST
 KY3424'ON HIGHWAY 72 FOR 2.6 MILES TO SIDE ROAD LEFT, COUNTY HIGHWAY
 KY3424'106.  CONTINUE NORTHERLY ON
 KY3424'HIGHWAY 72 FOR 0.2 MILES TO COUNTY HIGHWAY
 KY3424'106 TO THE RIGHT.  CONTINUE AHEAD
 KY3424'NORTHWESTERLY FOR 1.85 MILES TO A
 KY3424'GRAVELED ROAD LEFT, TURN LEFT AND GO ABOUT 100 FEET.
 KY3424'THE STATION IS
 KY3424'ABOUT 150 FEET WEST OF THIS POINT IN THE PASTURE.
 KY3424'
 KY3424'IT IS A 1 INCH STEEL PIN SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 KY3424'POST THAT PROJECTS
 KY3424'6 INCHES AND WAS ESTABLISHED BY HANNA COAL COMPANY
 KY3424'SURVEY.  IT IS 150 FEET WEST OF THE
 KY3424'CENTERLINE OF A GRAVELED ROAD AND
 KY3424'126 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD.
 KY3424'
 KY3424'A TRAVERSE CONNECTION WAS MADE FROM STATION COMPHER, THE DISTANCE
 KY3424'BEING 26.45 FEET EQUALS 8.062 M.
 KY3424
 KY3424                          STATION RECOVERY (1983)
 KY3424
 KY3424'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (RKB)
 KY3424'COMPHER 1963 STA. AND REF. MARK IN GOOD CONDITION NO AZ. MARK.  THE
 KY3424'HANNA COAL CO. MARK (I.P. IN CONC.) 26 FEET S.E. OF STA. HAS BEEN
 KY3424'HIT BY MACHINERY AND WAS FOUND LOOSE IN GROUND.  STA. ROCK WAS USED
 KY3424'AS AZ, SINCE STA. SEWELLSVILLE WAS NOT VISIBLE WITHOUT CLEARING.
 KY3424'
 KY3424'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.2 MI EAST OF BELMONT
 KY3424'RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2007 ***********************************************************************
 JX2007  DESIGNATION -  HANNIBAL
 JX2007  PID         -  JX2007
 JX2007  STATE/COUNTY-  OH/MONROE
 JX2007  USGS QUAD   -  NEW MARTINSVILLE (1994)
 JX2007
 JX2007                         *CURRENT SURVEY CONTROL
 JX2007  ___________________________________________________________________
 JX2007* NAD 83(1995)-  39 40 28.41032(N)    080 52 11.97532(W)     ADJUSTED  
 JX2007* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 JX2007  ___________________________________________________________________
 JX2007  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 JX2007  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JX2007
 JX2007  HORZ ORDER  -  THIRD
 JX2007
 JX2007.The horizontal coordinates were established by classical geodetic methods
 JX2007.and adjusted by the National Geodetic Survey in April 1998..
 JX2007
 JX2007.The orthometric height was scaled from a topographic map.
 JX2007
 JX2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2007
 JX2007.The geoid height was determined by GEOID03.
 JX2007
 JX2007;                    North         East     Units Scale Factor Converg.
 JX2007;SPC OH S     -   187,161.941   739,836.338   MT  0.99994870   +1 02 03.4
 JX2007;SPC WV N     -   131,292.564   482,468.993   MT  0.99994110   -0 52 25.5
 JX2007;UTM  17      - 4,391,645.479   511,149.851   MT  0.99960153   +0 04 58.8
 JX2007
 JX2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2007!SPC OH S     -   0.99997282  x   0.99994870  =   0.99992152
 JX2007!SPC WV N     -   0.99997282  x   0.99994110  =   0.99991392
 JX2007!UTM  17      -   0.99997282  x   0.99960153  =   0.99957436
 JX2007
 JX2007:                Primary Azimuth Mark                     Grid Az
 JX2007:SPC OH S     -  NEW MARTINSVILLE RAD WETZ TWR            151 43 40.3
 JX2007:SPC WV N     -  NEW MARTINSVILLE RAD WETZ TWR            153 38 09.2
 JX2007:UTM  17      -  NEW MARTINSVILLE RAD WETZ TWR            152 40 44.9
 JX2007
 JX2007|---------------------------------------------------------------------|
 JX2007| PID    Reference Object                     Distance      Geod. Az  |
 JX2007|                                                           dddmmss.s |
 JX2007| JX2012 NEW MARTINSVILLE RAD WETZ TWR       APPROX. 2.0 KM 1524543.7 |
 JX2007| JX2013 NEW MARTINSVILLE BRIDGE E LT        APPROX. 1.8 KM 1592137.0 |
 JX2007| JX2016 NEW MARTINSVILLE VIK GLASS TK       APPROX. 2.7 KM 1600013.1 |
 JX2007| JX2008 LEGION                              APPROX. 0.9 KM 1615948.9 |
 JX2007| JX2005 NEW MARTINSVILLE BRIDGE W LT        APPROX. 1.8 KM 1655221.6 |
 JX2007| JX2004 NEW MARTINSVILLE CTHSE TWR          APPROX. 3.8 KM 1745325.7 |
 JX2007| CX4651 HANNIBAL RM 1                        45.953 METERS 22906     |
 JX2007| CX4652 HANNIBAL RM 2                        29.502 METERS 33022     |
 JX2007|---------------------------------------------------------------------|
 JX2007
 JX2007                          SUPERSEDED SURVEY CONTROL
 JX2007
 JX2007  NAD 83(1986)-  39 40 28.41712(N)    080 52 11.98320(W) AD(       ) 3
 JX2007  NAD 27      -  39 40 28.14300(N)    080 52 12.62110(W) AD(       ) 3
 JX2007
 JX2007.Superseded values are not recommended for survey control.
 JX2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2007.See file dsdata.txt to determine how the superseded data were derived.
 JX2007
 JX2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND1115091645(NAD 83)
 JX2007_MARKER: DS = TRIANGULATION STATION DISK
 JX2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2007
 JX2007  HISTORY     - Date     Condition        Report By
 JX2007  HISTORY     - 1963     MONUMENTED       CGS
 JX2007
 JX2007                          STATION DESCRIPTION
 JX2007
 JX2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2007'STATION IS LOCATED ON THE GROUNDS OF THE RIVER HIGH SCHOOL IN THE
 JX2007'NORTHWEST SECTION OF HANNIBAL.
 JX2007'IT IS 105 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL
 JX2007'BUILDING, 75 FEET EAST OF THE EAST
 JX2007'SIDE OF THE BUILDING AND 26 FEET WEST OF A CYCLONE FENCE.  THE
 JX2007'MONUMENT PROJECTS ABOUT 2 INCHES AND THE
 JX2007'DISK IS STAMPED HANNIBAL 1963.
 JX2007'
 JX2007'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HANNIBAL NO 1 1963
 JX2007'CEMENTED IN A DRILL HOLE
 JX2007'IN THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE FLAG POLE.  IT IS
 JX2007'71 FEET SOUTH OF THE SOUTHEAST
 JX2007'CORNER OF THE EAST WING OF THE BUILDING AND 2 FEET NORTHEAST
 JX2007'OF THE FLAG POLE.
 JX2007'
 JX2007'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HANNIBAL NO 2 1963
 JX2007'CEMENTED IN A DRILL HOLE
 JX2007'IN THE CONCRETE STEP AT THE NORTHEAST CORNER OF THE BUILDING.  IT IS
 JX2007'10 FEET SOUTH OF THE NORTHEAST
 JX2007'CORNER OF THE BUILDING AND 2 FEET EAST OF A DOOR.
 JX2007'
 JX2007'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2034 ***********************************************************************
 JX2034  DESIGNATION -  HANNIBAL ZION UN CH OF CHRIST
 JX2034  PID         -  JX2034
 JX2034  STATE/COUNTY-  OH/MONROE
 JX2034  USGS QUAD   -  ROUND BOTTOM (1994)
 JX2034
 JX2034                         *CURRENT SURVEY CONTROL
 JX2034  ___________________________________________________________________
 JX2034* NAD 83(1995)-  39 40 54.38817(N)    080 54 32.23447(W)     ADJUSTED  
 JX2034* NAVD 88     -                                                        
 JX2034  ___________________________________________________________________
 JX2034  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 JX2034  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JX2034
 JX2034  HORZ ORDER  -  THIRD
 JX2034
 JX2034.The horizontal coordinates were established by classical geodetic methods
 JX2034.and adjusted by the National Geodetic Survey in April 1998..
 JX2034
 JX2034
 JX2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2034
 JX2034.The geoid height was determined by GEOID03.
 JX2034
 JX2034;                    North         East     Units Scale Factor Converg.
 JX2034;SPC OH S     -   187,903.351   736,480.166   MT  0.99994935   +1 00 34.4
 JX2034;SPC WV N     -   132,145.303   479,139.394   MT  0.99994121   -0 53 54.9
 JX2034;UTM  17      - 4,392,442.233   507,807.614   MT  0.99960075   +0 03 29.3
 JX2034
 JX2034                          SUPERSEDED SURVEY CONTROL
 JX2034
 JX2034  NAD 83(1986)-  39 40 54.39502(N)    080 54 32.24245(W) AD(       ) 4
 JX2034  NAD 27      -  39 40 54.12300(N)    080 54 32.88400(W) AD(       ) 3
 JX2034
 JX2034.Superseded values are not recommended for survey control.
 JX2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2034.See file dsdata.txt to determine how the superseded data were derived.
 JX2034
 JX2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND0780892442(NAD 83)
 JX2034_MARKER: 90 = CHURCH SPIRE
 JX2034
 JX2034  HISTORY     - Date     Condition        Report By
 JX2034  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX2034
 JX2034                          STATION DESCRIPTION
 JX2034
 JX2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2034'THE STATION IS THE CENTER OF A CROSS ATOP ZION UNITED CHURCH OF
 JX2034'CHRIST.  THE CHURCH IS A BRICK
 JX2034'BUILDING AND THE SPIRE AND CROSS IS A WOODEN STRUCTURE AND IS
 JX2034'APPROXIMATELY 60 FEET TALL.  IT IS
 JX2034'LOCATED ON STATE HIGHWAY 536, 3.35 MILES EAST OF HANNIBAL IN EAST
 JX2034'CENTRAL PART OF MONROE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3286 ***********************************************************************
 KY3286  DESIGNATION -  HANOVER
 KY3286  PID         -  KY3286
 KY3286  STATE/COUNTY-  OH/COLUMBIANA
 KY3286  USGS QUAD   -  HANOVERTON (1994)
 KY3286
 KY3286                         *CURRENT SURVEY CONTROL
 KY3286  ___________________________________________________________________
 KY3286* NAD 83(1995)-  40 45 23.92797(N)    080 53 53.50707(W)     ADJUSTED  
 KY3286* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 KY3286  ___________________________________________________________________
 KY3286  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 KY3286  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY3286
 KY3286  HORZ ORDER  -  SECOND
 KY3286
 KY3286.The horizontal coordinates were established by classical geodetic methods
 KY3286.and adjusted by the National Geodetic Survey in April 1998..
 KY3286
 KY3286.The orthometric height was scaled from a topographic map.
 KY3286
 KY3286.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3286
 KY3286.The geoid height was determined by GEOID03.
 KY3286
 KY3286;                    North         East     Units Scale Factor Converg.
 KY3286;SPC OH N     -   122,279.835   735,248.645   MT  0.99995380   +1 03 08.3
 KY3286;UTM  17      - 4,511,748.088   508,593.252   MT  0.99960091   +0 03 59.3
 KY3286
 KY3286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3286!SPC OH N     -   0.99994341  x   0.99995380  =   0.99989721
 KY3286!UTM  17      -   0.99994341  x   0.99960091  =   0.99954434
 KY3286
 KY3286|---------------------------------------------------------------------|
 KY3286| PID    Reference Object                     Distance      Geod. Az  |
 KY3286|                                                           dddmmss.s |
 KY3286| CX4654 HANOVER RM 1                         14.675 METERS 02610     |
 KY3286| CX4653 HANOVER AZ MK                                      2621417.6 |
 KY3286| KY3623 HANOVER RM 2                         17.595 METERS 26809     |
 KY3286|---------------------------------------------------------------------|
 KY3286
 KY3286                          SUPERSEDED SURVEY CONTROL
 KY3286
 KY3286  NAD 83(1986)-  40 45 23.93190(N)    080 53 53.51323(W) AD(       ) 2
 KY3286  NAD 27      -  40 45 23.71900(N)    080 53 54.20900(W) AD(       ) 2
 KY3286  NGVD 29 (07/19/86)  394.80   (m)         1295.3    (f) LEVELING    3  
 KY3286
 KY3286.Superseded values are not recommended for survey control.
 KY3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3286.See file dsdata.txt to determine how the superseded data were derived.
 KY3286
 KY3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0859311748(NAD 83)
 KY3286_MARKER: DD = SURVEY DISK
 KY3286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3286_SP_SET: CONCRETE POST
 KY3286_STAMPING: HANOVER 1950
 KY3286_MARK LOGO: CGS   
 KY3286_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3286+STABILITY: SURFACE MOTION
 KY3286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3286+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1993
 KY3286
 KY3286  HISTORY     - Date     Condition        Report By
 KY3286  HISTORY     - 1950     MONUMENTED       CGS
 KY3286  HISTORY     - 1950     GOOD             CGS
 KY3286  HISTORY     - 1968     GOOD             OHDT
 KY3286  HISTORY     - 19931217 GOOD             GEOMET
 KY3286
 KY3286                          STATION DESCRIPTION
 KY3286
 KY3286'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3286'THE STATION IS LOCATED ABOUT 8.0 MILES WEST OF LISBON AND 2.0
 KY3286'MILES EAST OF HANOVERTON ON THE EAST SIDE OF U.S. HIGHWAY NO 30.
 KY3286'IT IS ON THE HIGHEST POINT OF THE EAST BANK OF THE HIGHWAY AND
 KY3286'IN THE NORTHWEST CORNER OF A FIELD, 65 FEET SOUTH OF THE CENTER OF
 KY3286'U.S. HIGHWAY NO 30, 33-1/2 FEET SOUTH OF THE NORTH EDGE OF EMBANKMENT
 KY3286'AND 2-1/2 FEET SOUTHWEST OF WITNESS POST.  IT IS STAMPED HANOVER
 KY3286'1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KY3286'
 KY3286'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 45 FEET SOUTH OF THE
 KY3286'CENTER OF U.S. HIGHWAY NO 30 AND 15 FEET SOUTH OF THE NORTH EDGE
 KY3286'OF EMBANKMENT.  IT IS STAMPED HANOVER NO 1 1950 AND SET
 KY3286'FLUSH WITH THE GROUND SURFACE.
 KY3286'
 KY3286'REFERENCE MARK NO 2 IS WEST OF THE STATION, 45 FEET SOUTH OF THE
 KY3286'CENTER OF U.S. HIGHWAY NO 30 AND 20 FEET EAST OF POWER LINE POLE.
 KY3286'IT IS STAMPED HANOVER NO 2 1950 AND SET FLUSH WITH THE
 KY3286'GROUND SURFACE.
 KY3286'
 KY3286'THE AZIMUTH MARK IS ABOUT 0.45 MILE WEST OF THE STATION, 32 FEET
 KY3286'NORTH OF THE CENTER OF U.S. HIGHWAY NO 30, 2 FEET SOUTH OF FENCE
 KY3286'LINE AND 2-1/2 FEET EAST OF WITNESS POST.  IT IS STAMPED
 KY3286'HANOVER 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KY3286'
 KY3286'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 KY3286'U.S. HIGHWAY NO 30 AND STATE ROUTE NO 164 IN LISBON, GO WEST ON
 KY3286'U.S. HIGHWAY NO 30 FOR 8-1/2 MILES TO CUT THROUGH HILL AND STATION
 KY3286'ON SOUTH SIDE ON HIGHEST POINT AS DESCRIBED, CONTINUE WEST ON U.S.
 KY3286'HIGHWAY NO 30 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE NORTH
 KY3286'SIDE AS DESCRIBED.  STATION CAN BE DRIVEN TO BY GOING EAST ABOUT
 KY3286'0.05 MILE TO SLOPE, TURN SHARP RIGHT UP SLOPE IN A WESTERLY
 KY3286'DIRECTION TO HIGHEST POINT AND STATION.
 KY3286'
 KY3286'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KY3286
 KY3286                          STATION RECOVERY (1950)
 KY3286
 KY3286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KY3286'RECOVERED IN GOOD CONDITION.
 KY3286
 KY3286                          STATION RECOVERY (1968)
 KY3286
 KY3286'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1968
 KY3286'RECOVERED IN GOOD CONDITION.
 KY3286
 KY3286                          STATION RECOVERY (1993)
 KY3286
 KY3286'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 KY3286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1837 ***********************************************************************
 KZ1837  DESIGNATION -  HANOVER
 KZ1837  PID         -  KZ1837
 KZ1837  STATE/COUNTY-  OH/LICKING
 KZ1837  USGS QUAD   -  TOBOSO (1978)
 KZ1837
 KZ1837                         *CURRENT SURVEY CONTROL
 KZ1837  ___________________________________________________________________
 KZ1837* NAD 83(1995)-  40 03 44.60729(N)    082 14 40.14238(W)     ADJUSTED  
 KZ1837* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 KZ1837  ___________________________________________________________________
 KZ1837  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 KZ1837  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KZ1837
 KZ1837  HORZ ORDER  -  FIRST
 KZ1837
 KZ1837.The horizontal coordinates were established by classical geodetic methods
 KZ1837.and adjusted by the National Geodetic Survey in April 1998..
 KZ1837
 KZ1837.The orthometric height was scaled from a topographic map.
 KZ1837
 KZ1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1837
 KZ1837.The geoid height was determined by GEOID03.
 KZ1837
 KZ1837;                    North         East     Units Scale Factor Converg.
 KZ1837;SPC OH S     -   228,991.343   621,799.725   MT  1.00000588   +0 09 43.7
 KZ1837;SPC OH N     -    43,977.008   621,801.594   MT  1.00009171   +0 10 04.3
 KZ1837;UTM  17      - 4,435,423.957   393,866.514   MT  0.99973867   -0 48 03.8
 KZ1837
 KZ1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1837!SPC OH S     -   0.99995232  x   1.00000588  =   0.99995820
 KZ1837!SPC OH N     -   0.99995232  x   1.00009171  =   1.00004402
 KZ1837!UTM  17      -   0.99995232  x   0.99973867  =   0.99969100
 KZ1837
 KZ1837:                Primary Azimuth Mark                     Grid Az
 KZ1837:SPC OH S     -  FLINT                                    204 33 16.3
 KZ1837:SPC OH N     -  FLINT                                    204 32 55.7
 KZ1837:UTM  17      -  FLINT                                    205 31 03.8
 KZ1837
 KZ1837|---------------------------------------------------------------------|
 KZ1837| PID    Reference Object                     Distance      Geod. Az  |
 KZ1837|                                                           dddmmss.s |
 KZ1837| JY1337 FLINT                               APPROX. 9.2 KM 2044300.0 |
 KZ1837| CE6680 HANOVER RM 1                         27.656 METERS 21338     |
 KZ1837| CE6681 HANOVER RM 2                         29.304 METERS 33431     |
 KZ1837|---------------------------------------------------------------------|
 KZ1837
 KZ1837                          SUPERSEDED SURVEY CONTROL
 KZ1837
 KZ1837  NAD 83(1986)-  40 03 44.61276(N)    082 14 40.15221(W) AD(       ) 1
 KZ1837  NAD 27      -  40 03 44.37270(N)    082 14 40.62770(W) AD(       ) 1
 KZ1837
 KZ1837.Superseded values are not recommended for survey control.
 KZ1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1837.See file dsdata.txt to determine how the superseded data were derived.
 KZ1837
 KZ1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9386735424(NAD 83)
 KZ1837_MARKER: DS = TRIANGULATION STATION DISK
 KZ1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1837
 KZ1837  HISTORY     - Date     Condition        Report By
 KZ1837  HISTORY     - 1959     MONUMENTED       CGS
 KZ1837  HISTORY     - 1972     GOOD             THOMAS
 KZ1837
 KZ1837                          STATION DESCRIPTION
 KZ1837
 KZ1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1837'THE STATION IS ABOUT 15.5 MILES NORTHWEST OF ZANESVILLE, 8 MILES EAST
 KZ1837'OF NEWARK AND 0.75 MILE
 KZ1837'SOUTHEAST OF THE SMALL VILLAGE OF HANOVER, IN THE SOUTHEAST 1/4 OF
 KZ1837'SECTION 8, T 2 N, R 10 W, IN HANOVER
 KZ1837'TOWNSHIP, ON PROPERTY OWNED BY MRS. T. CLARK.
 KZ1837'
 KZ1837'TO REACH THE STATION FROM THE POST OFFICE IN NASHPORT, GO WESTERLY ON
 KZ1837'STATE HIGHWAY 146 FOR
 KZ1837'0.5 MILE TO A FORK IN THE ROAD, JUNCTION OF STATE HIGHWAYS 586 AND
 KZ1837'146.  BEAR LEFT AND CONTINUE ON
 KZ1837'HIGHWAY 146 FOR 4.7 MILES TO THE JUNCTION OF STATE HIGHWAYS
 KZ1837'146 AND 16.  BEAR LEFT ON HIGHWAY 16 AND GO
 KZ1837'0.8 MILE TO THE ROCKY FORD CREEK BRIDGE.
 KZ1837'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A SIDE ROAD ON THE
 KZ1837'LEFT.  TURN LEFT, CROSSING A
 KZ1837'NARROW STEEL BRIDGE, AND GO 1.05 MILES TO A DRIVEWAY ON THE RIGHT
 KZ1837'BETWEEN THE HOMES OF MRS. T. CLARK
 KZ1837'AND MR. RONALD J. SMITH.  TURN RIGHT AND GO SOUTHERLY 0.05 MILE TO
 KZ1837'THE STATION.
 KZ1837'
 KZ1837'STATION MARKS ARE STANDARD DISKS STAMPED HANOVER 1959.  THE SURFACE
 KZ1837'DISK IS SET IN A SQUARE
 KZ1837'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KZ1837'243 FEET SOUTH OF A LARGE
 KZ1837'TWIN-TRUNK OAK TREE, 121 FEET SOUTH OF THE SOUTHWEST CORNER OF
 KZ1837'MR. SMITHS HOME, 74 FEET SOUTHEAST OF
 KZ1837'THE SOUTH ONE OF TWO OIL STORAGE TANKS, 17.5
 KZ1837'FEET WEST OF A NORTH-SOUTH FENCELINE.  A STANDARD METAL
 KZ1837'WITNESS POST WAS SET 16 FEET EAST
 KZ1837'OF THE MARK.
 KZ1837'
 KZ1837'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HANOVER NO 1 1959, IS
 KZ1837'SET IN A SQUARE CONCRETE
 KZ1837'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 86 FEET
 KZ1837'SOUTHWEST OF A 14-INCH MAPLE TREE
 KZ1837'AND 3 FEET NORTHEAST OF A TRIPLE-TRUNK APPLE TREE.
 KZ1837'
 KZ1837'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HANOVER NO 2 1959, IS
 KZ1837'SET IN A SQUARE CONCRETE
 KZ1837'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 114 FEET
 KZ1837'WEST OF THE SOUTHWEST CORNER OF
 KZ1837'MR. SMITHS HOME AND 15 FEET NORTH OF THE NORTH ONE OF
 KZ1837'THE TWO OIL STORAGE TANKS.
 KZ1837
 KZ1837                          STATION RECOVERY (1972)
 KZ1837
 KZ1837'RECOVERY NOTE BY THOMAS ENG AND SURV 1972 (HBW)
 KZ1837'HANOVER 1959 UNDISTURBED.
 KZ1837'
 KZ1837'HANOVER RM-1-1959 UNDISTURBED.
 KZ1837'
 KZ1837'HANOVER RM 2-1959 UNDISTURBED.
 KZ1837'
 KZ1837'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.75 MILE SE OF HANOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1935 ***********************************************************************
 KZ1935  DESIGNATION -  HANOVER
 KZ1935  PID         -  KZ1935
 KZ1935  STATE/COUNTY-  OH/CRAWFORD
 KZ1935  USGS QUAD   -  CRESTLINE (1982)
 KZ1935
 KZ1935                         *CURRENT SURVEY CONTROL
 KZ1935  ___________________________________________________________________
 KZ1935* NAD 83(1995)-  40 50 10.60597(N)    082 43 47.03108(W)     ADJUSTED  
 KZ1935* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 KZ1935  ___________________________________________________________________
 KZ1935  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 KZ1935  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KZ1935
 KZ1935  HORZ ORDER  -  SECOND
 KZ1935
 KZ1935.The horizontal coordinates were established by classical geodetic methods
 KZ1935.and adjusted by the National Geodetic Survey in April 1998..
 KZ1935
 KZ1935.The orthometric height was scaled from a topographic map.
 KZ1935
 KZ1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1935
 KZ1935.The geoid height was determined by GEOID03.
 KZ1935
 KZ1935;                    North         East     Units Scale Factor Converg.
 KZ1935;SPC OH N     -   129,906.096   580,624.848   MT  0.99994726   -0 09 03.3
 KZ1935;UTM  17      - 4,522,022.485   354,164.363   MT  0.99986178   -1 07 52.6
 KZ1935
 KZ1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1935!SPC OH N     -   0.99995097  x   0.99994726  =   0.99989823
 KZ1935!UTM  17      -   0.99995097  x   0.99986178  =   0.99981275
 KZ1935
 KZ1935|---------------------------------------------------------------------|
 KZ1935| PID    Reference Object                     Distance      Geod. Az  |
 KZ1935|                                                           dddmmss.s |
 KZ1935| CE6683 HANOVER RM 1                         37.499 METERS 05233     |
 KZ1935| KZ1938 BETHLEHEM SACRED HEART CROSS        APPROX. 0.5 KM 0860535.3 |
 KZ1935| CE6682 HANOVER AZ MK                                      0883250.9 |
 KZ1935| KZ1939 CRESTLINE PITTS PLATE GLASS TK      APPROX. 5.7 KM 1561111.6 |
 KZ1935| KZ1934 CRESTLINE ST JOSEPHS CH CROSS       APPROX. 5.4 KM 1871356.5 |
 KZ1935| KZ1982 CRESTLINE PENN RR PWRHSE STK        APPROX. 6.1 KM 1984454.4 |
 KZ1935| CE6684 HANOVER RM 2                         24.419 METERS 34410     |
 KZ1935|---------------------------------------------------------------------|
 KZ1935
 KZ1935                          SUPERSEDED SURVEY CONTROL
 KZ1935
 KZ1935  NAD 83(1986)-  40 50 10.61109(N)    082 43 47.04401(W) AD(       ) 2
 KZ1935  NAD 27      -  40 50 10.40446(N)    082 43 47.39967(W) AD(       ) 2
 KZ1935
 KZ1935.Superseded values are not recommended for survey control.
 KZ1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1935.See file dsdata.txt to determine how the superseded data were derived.
 KZ1935
 KZ1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5416422022(NAD 83)
 KZ1935_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KZ1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1935
 KZ1935  HISTORY     - Date     Condition        Report By
 KZ1935  HISTORY     - 1959     MONUMENTED       CGS
 KZ1935  HISTORY     - 1970     GOOD             OHHD
 KZ1935  HISTORY     - 1971     GOOD             OHHD
 KZ1935  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KZ1935
 KZ1935                          STATION DESCRIPTION
 KZ1935
 KZ1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1935'THE STATION IS ABOUT 5 MILES SOUTHWEST OF SHELBY, 3-1/2 MILES NORTH
 KZ1935'OF CRESTLINE, IN THE NORTHEAST
 KZ1935'1/4 OF SECTION 27, T-21-N, R-20-W, ALONG THE WEST SIDE OF STATE
 KZ1935'HIGHWAY 61, ON PROPERTY OWNED BY
 KZ1935'THE STATE.
 KZ1935'
 KZ1935'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 96 AND 61 IN
 KZ1935'SHELBY, GO SOUTHWEST ON
 KZ1935'HIGHWAY 61 FOR 5.7 MILES TO THE SACRED HEART CHURCH ON THE RIGHT AND
 KZ1935'THE AZIMUTH MARK.  CONTINUE WEST
 KZ1935'ON HIGHWAY 61 FOR 0.25 MILE TO A CROSSROAD AT A POINT
 KZ1935'WHERE HIGHWAY 61 TURNS SHARP LEFT AND THE
 KZ1935'STATION IN A TRIANGULAR PLOT OF GROUND FORMED
 KZ1935'BY CROSSROADS.
 KZ1935'
 KZ1935'STATION MARKS ARE STANDARD DISKS STAMPED HANOVER 1959.  THE SURFACE
 KZ1935'DISK IS SET IN A SQUARE
 KZ1935'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 50 FEET
 KZ1935'EAST OF THE CENTERLINE OF BRANNON
 KZ1935'RD. NO. 88, 46 FEET SOUTH OF THE CENTERLINE OF REMLINGER RD. NO.
 KZ1935'49, 44 FEET NORTHWEST OF THE PAINTED
 KZ1935'CENTER LINE OF HIGHWAY 61 AND 27 FEET SOUTHEAST OF
 KZ1935'A TELEPHONE POLE.  THE UNDERGROUND DISK IS SET IN AN
 KZ1935'IRREGULAR MASS OF CONCRETE 32
 KZ1935'INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1935'
 KZ1935'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HANOVER NO 1 1959, IS
 KZ1935'SET IN A SQUARE CONCRETE POST
 KZ1935'WHICH PROJECTS 3 INCHES.  IT IS 91 FEET WEST OF A POWER POLE WITH A
 KZ1935'TRANSFORMER, 29 FEET NORTH OF THE CENTERLINE
 KZ1935'OF REMLINGER RD., 28 FEET NORTHEAST OF THE CENTER
 KZ1935'OF A CONCRETE CULVERT AND 6 INCHES SOUTH OF AN
 KZ1935'EAST-WEST FENCELINE.
 KZ1935'
 KZ1935'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HANOVER NO 2 1959, IS A
 KZ1935'SQUARE CONCRETE POST
 KZ1935'WHICH PROJECTS 4 INCHES.  IT IS 24 FEET EAST OF THE CENTERLINE OF
 KZ1935'BRANNON RD., 30 FEET NORTH OF THE
 KZ1935'CENTERLINE OF REMLINGER RD., 19 FEET SOUTH OF A POWERLINE
 KZ1935'GUY POLE AND 2 FEET EAST OF THE SOUTHWEST
 KZ1935'CORNER OF A FENCELINE.
 KZ1935'
 KZ1935'AZIMUTH MARK IS A STANDARD DISK STAMPED HANOVER 1959, SET IN A SQUARE
 KZ1935'CONCRETE POST WHICH PROJECTS 3
 KZ1935'INCHES.  IT IS 80 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KZ1935'SACRED HEART CHURCH, 28 FEET NORTH
 KZ1935'OF THE PAINTED CENTER LINE OF HIGHWAY 61 AND 1 FOOT WEST OF
 KZ1935'A POWER POLE.  A STANDARD METAL WITNESS POST
 KZ1935'WAS SET 1.9 FEET SOUTHEAST OF THE MARK.
 KZ1935'
 KZ1935'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KZ1935
 KZ1935                          STATION RECOVERY (1970)
 KZ1935
 KZ1935'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (AEF)
 KZ1935'STATION MARK HANOVER RECOVERED GOOD.
 KZ1935'
 KZ1935'R.M. NO. 1 RECOVERED GOOD.
 KZ1935'
 KZ1935'R.M. NO. 2 RECOVERED GOOD.
 KZ1935'
 KZ1935'AZ MARK RECOVERED GOOD.
 KZ1935'
 KZ1935'PLACED NEW WITNESS POST AND SIGN AT STATION MARK HANOVER.
 KZ1935
 KZ1935                          STATION RECOVERY (1971)
 KZ1935
 KZ1935'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 KZ1935'HANOVER 1959 RECOVERED GOOD - SET STEEL WITNESS.
 KZ1935'
 KZ1935'HANOVER NO. 1-1959 RECOVERED GOOD - HAS STEEL WITNESS.
 KZ1935'
 KZ1935'HANOVER NO. 2-1959 RECOVERED GOOD - NO WITNESS.
 KZ1935'
 KZ1935'AZI. HANOVER 1959 RECOVERED GOOD - HAS WITNESS.
 KZ1935'
 KZ1935'STATION DESCRIPTION ACCURATE.
 KZ1935'
 KZ1935'AZI. DESCRIPTION ACCURATE.
 KZ1935'
 KZ1935'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SW OF SHELBY.
 KZ1935
 KZ1935                          STATION RECOVERY (1990)
 KZ1935
 KZ1935'RECOVERY NOTE BY US POWER SQUADRON 1990 (DE)
 KZ1935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3623 ***********************************************************************
 KY3623  DESIGNATION -  HANOVER RM 2
 KY3623  PID         -  KY3623
 KY3623  STATE/COUNTY-  OH/COLUMBIANA
 KY3623  USGS QUAD   -  HANOVERTON (1994)
 KY3623
 KY3623                         *CURRENT SURVEY CONTROL
 KY3623  ___________________________________________________________________
 KY3623* NAD 83(1995)-  40 45 23.90949(N)    080 53 54.25679(W)     ADJUSTED  
 KY3623* NAVD 88     -       394.0    (meters)    1293.     (feet)  GPS OBS   
 KY3623  ___________________________________________________________________
 KY3623  X           -     765,388.830 (meters)                     COMP
 KY3623  Y           -  -4,777,630.303 (meters)                     COMP
 KY3623  Z           -   4,142,224.339 (meters)                     COMP
 KY3623  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 KY3623  ELLIP HEIGHT-         359.98  (meters)          (10/07/05) GPS OBS
 KY3623  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY3623
 KY3623  HORZ ORDER  -  SECOND
 KY3623  ELLP ORDER  -  FOURTH    CLASS I
 KY3623
 KY3623.The horizontal coordinates were established by GPS observations
 KY3623.and adjusted by the National Geodetic Survey in April 1998..
 KY3623
 KY3623.The orthometric height was determined by GPS observations and a
 KY3623.high-resolution geoid model.
 KY3623
 KY3623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3623
 KY3623.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3623
 KY3623.The ellipsoidal height was determined by GPS observations
 KY3623.and is referenced to NAD 83.
 KY3623
 KY3623.The geoid height was determined by GEOID03.
 KY3623
 KY3623;                    North         East     Units Scale Factor Converg.
 KY3623;SPC OH N     -   122,278.942   735,231.073   MT  0.99995380   +1 03 07.8
 KY3623;UTM  17      - 4,511,747.498   508,575.673   MT  0.99960091   +0 03 58.8
 KY3623
 KY3623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3623!SPC OH N     -   0.99994354  x   0.99995380  =   0.99989734
 KY3623!UTM  17      -   0.99994354  x   0.99960091  =   0.99954447
 KY3623
 KY3623|---------------------------------------------------------------------|
 KY3623| PID    Reference Object                     Distance      Geod. Az  |
 KY3623|                                                           dddmmss.s |
 KY3623| KY3612 ODOT 15 3                           385.470 METERS 23151     |
 KY3623|---------------------------------------------------------------------|
 KY3623
 KY3623                          SUPERSEDED SURVEY CONTROL
 KY3623
 KY3623  ELLIP H (04/01/98)  360.00   (m)                       GP(       ) 4 1
 KY3623  NAD 83(1986)-  40 45 23.91343(N)    080 53 54.26300(W) AD(       ) 2
 KY3623
 KY3623.Superseded values are not recommended for survey control.
 KY3623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3623.See file dsdata.txt to determine how the superseded data were derived.
 KY3623
 KY3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF0857611747(NAD 83)
 KY3623_MARKER: DD = SURVEY DISK
 KY3623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3623_SP_SET: CONCRETE POST
 KY3623_STAMPING: HANOVER NO 2 1950
 KY3623_MARK LOGO: CGS   
 KY3623_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3623+STABILITY: SURFACE MOTION
 KY3623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3623+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1993
 KY3623
 KY3623  HISTORY     - Date     Condition        Report By
 KY3623  HISTORY     - 1950     MONUMENTED       GEOMET
 KY3623  HISTORY     - 19931117 GOOD
 KY3623  HISTORY     - 20010404 GOOD             INDIV
 KY3623
 KY3623                          STATION DESCRIPTION
 KY3623
 KY3623'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1950
 KY3623'THE AZIMUTH MARK IS LOCATED IN COLUMBIANA COUNTY, OHIO ABOUT 1.0 MILES
 KY3623'EAST OF THE VILLAGE OF HANOVERTON.
 KY3623'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. 30 AND HIGHWAY
 KY3623'9 IN HANOVERTON PROCEED EAST ALONG U.S. 30 1.9 MILES TO ITS
 KY3623'INTERSECTION WITH COUNTY ROUTE 407 A.  BEAR LEFT CONTINUING ALONG
 KY3623'U.S. 30 0.08 MILES TO THE STATION ON THE RIGHT.
 KY3623'THE AZIMUTH MARK IS A COAST AND GEODETIC SURVEY DISK SET IN A POURED
 KY3623'IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND STAMPED HANOVER NO 2
 KY3623'1950.
 KY3623'THE AZIMUTH MARK IS 45.0 FEET SOUTH FROM THE CENTERLINE OF U.S. 30 AND
 KY3623'57.8 FEET WEST FROM STATION HANOVER.
 KY3623
 KY3623                          STATION RECOVERY (1993)
 KY3623
 KY3623'RECOVERED 1993
 KY3623'RECOVERED IN GOOD CONDITION.
 KY3623
 KY3623                          STATION RECOVERY (2001)
 KY3623
 KY3623'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (ASH)
 KY3623'HANOVERTON DISC WAS ALSO RECOVERED.  YOU HAVE TO BE CAREFUL WHEN YOU
 KY3623'FIND THESE DISCS BECAUSE THE TWO DISCS ARE CLOSE TOGETHER TO BE SURE
 KY3623'YOU ARE AT THE CORRECT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7630 ***********************************************************************
 AH7630  DESIGNATION -  HANOVER TWP 1
 AH7630  PID         -  AH7630
 AH7630  STATE/COUNTY-  OH/LICKING
 AH7630  USGS QUAD   -  HANOVER (1981)
 AH7630
 AH7630                         *CURRENT SURVEY CONTROL
 AH7630  ___________________________________________________________________
 AH7630* NAD 83(1995)-  40 04 45.83370(N)    082 15 49.52619(W)     ADJUSTED  
 AH7630* NAVD 88     -       242.7    (meters)     796.     (feet)  GPS OBS   
 AH7630  ___________________________________________________________________
 AH7630  X           -     657,880.142 (meters)                     COMP
 AH7630  Y           -  -4,842,713.800 (meters)                     COMP
 AH7630  Z           -   4,084,869.526 (meters)                     COMP
 AH7630  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 AH7630  ELLIP HEIGHT-         208.78  (meters)          (10/07/05) GPS OBS
 AH7630  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AH7630
 AH7630  HORZ ORDER  -  FIRST
 AH7630  ELLP ORDER  -  FOURTH    CLASS II
 AH7630
 AH7630.The horizontal coordinates were established by GPS observations
 AH7630.and adjusted by the National Geodetic Survey in February 1999..
 AH7630
 AH7630.The orthometric height was determined by GPS observations and a
 AH7630.high-resolution geoid model.
 AH7630
 AH7630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7630
 AH7630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7630
 AH7630.The ellipsoidal height was determined by GPS observations
 AH7630.and is referenced to NAD 83.
 AH7630
 AH7630.The geoid height was determined by GEOID03.
 AH7630
 AH7630;                    North         East     Units Scale Factor Converg.
 AH7630;SPC OH S     -   230,875.300   620,150.460   MT  1.00000944   +0 08 59.6
 AH7630;UTM  17      - 4,437,334.868   392,249.591   MT  0.99974292   -0 48 49.5
 AH7630
 AH7630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7630!SPC OH S     -   0.99996725  x   1.00000944  =   0.99997669
 AH7630!UTM  17      -   0.99996725  x   0.99974292  =   0.99971018
 AH7630
 AH7630                          SUPERSEDED SURVEY CONTROL
 AH7630
 AH7630  ELLIP H (02/25/99)  208.81   (m)                       GP(       ) 4 2
 AH7630
 AH7630.Superseded values are not recommended for survey control.
 AH7630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7630.See file dsdata.txt to determine how the superseded data were derived.
 AH7630
 AH7630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9225037335(NAD 83)
 AH7630_MARKER: DD = SURVEY DISK
 AH7630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7630_STAMPING: HANOVER TWP 1 1998
 AH7630_MARK LOGO: OH-089
 AH7630_PROJECTION: FLUSH
 AH7630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7630+STABILITY: SURFACE MOTION
 AH7630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7630+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2002
 AH7630
 AH7630  HISTORY     - Date     Condition        Report By
 AH7630  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7630  HISTORY     - 20021018 GOOD             ADR
 AH7630
 AH7630                          STATION DESCRIPTION
 AH7630
 AH7630'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7630'THE STATION IS LOCATED IN HANOVER TOWNSHIP IN LICKING COUNTY, OHIO IN
 AH7630'THE TOWN OF HANOVER AT THE INTERSECTION OF HICKMAN ROAD (CR 210) AND
 AH7630'LICKING VALLEY ROAD (CR 668) IN THE SOUTHEAST CORNER OF THE
 AH7630'INTERSECTION.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY
 AH7630'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW
 AH7630'THE GROUND SURFACE AND STAMPED HANOVER TWP 1 1998.  THE STATION IS
 AH7630'24.2 FEET (7.4 M) AZIMUTH 220 DEGREES TO A GAS MARKER FOR AN
 AH7630'UNDERGROUND PIPELINE, 36.4 FEET (11.1 M) AZIMUTH 208 DEGREES TO A STOP
 AH7630'SIGN, 50.6 FEET (15.4 M) AZIMUTH 195 DEGREES TO A TWO FOOT BY TWO FOOT
 AH7630'GRATE OF A DROP INLET BOX, AND 62.4 FEET (19.0 M) AZIMUTH 08 DEGREES
 AH7630'TO A UTILITY POLE WITH THE NUMBER 486C1/12.
 AH7630
 AH7630                          STATION RECOVERY (2002)
 AH7630
 AH7630'RECOVERY NOTE BY ADR & ASSOCIATES LTD 2002 (HTM)
 AH7630'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7631 ***********************************************************************
 AH7631  DESIGNATION -  HANOVER TWP 2
 AH7631  PID         -  AH7631
 AH7631  STATE/COUNTY-  OH/LICKING
 AH7631  USGS QUAD   -  TOBOSO (1978)
 AH7631
 AH7631                         *CURRENT SURVEY CONTROL
 AH7631  ___________________________________________________________________
 AH7631* NAD 83(1995)-  40 03 58.71424(N)    082 13 39.44570(W)     ADJUSTED  
 AH7631* NAVD 88     -       245.6    (meters)     806.     (feet)  GPS OBS   
 AH7631  ___________________________________________________________________
 AH7631  X           -     661,060.899 (meters)                     COMP
 AH7631  Y           -  -4,843,227.233 (meters)                     COMP
 AH7631  Z           -   4,083,759.288 (meters)                     COMP
 AH7631  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AH7631  ELLIP HEIGHT-         211.76  (meters)          (10/07/05) GPS OBS
 AH7631  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AH7631
 AH7631  HORZ ORDER  -  FIRST
 AH7631  ELLP ORDER  -  FOURTH    CLASS II
 AH7631
 AH7631.The horizontal coordinates were established by GPS observations
 AH7631.and adjusted by the National Geodetic Survey in February 1999..
 AH7631
 AH7631.The orthometric height was determined by GPS observations and a
 AH7631.high-resolution geoid model.
 AH7631
 AH7631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7631
 AH7631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7631
 AH7631.The ellipsoidal height was determined by GPS observations
 AH7631.and is referenced to NAD 83.
 AH7631
 AH7631.The geoid height was determined by GEOID03.
 AH7631
 AH7631;                    North         East     Units Scale Factor Converg.
 AH7631;SPC OH S     -   229,430.653   623,236.860   MT  1.00000669   +0 10 22.2
 AH7631;UTM  17      - 4,435,838.936   395,310.442   MT  0.99973492   -0 47 24.9
 AH7631
 AH7631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7631!SPC OH S     -   0.99996678  x   1.00000669  =   0.99997347
 AH7631!UTM  17      -   0.99996678  x   0.99973492  =   0.99970171
 AH7631
 AH7631                          SUPERSEDED SURVEY CONTROL
 AH7631
 AH7631  ELLIP H (02/25/99)  211.80   (m)                       GP(       ) 4 2
 AH7631
 AH7631.Superseded values are not recommended for survey control.
 AH7631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7631.See file dsdata.txt to determine how the superseded data were derived.
 AH7631
 AH7631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9531035839(NAD 83)
 AH7631_MARKER: DD = SURVEY DISK
 AH7631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7631_STAMPING: HANOVER TWP 2 1998
 AH7631_MARK LOGO: OH-089
 AH7631_PROJECTION: FLUSH
 AH7631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7631+STABILITY: SURFACE MOTION
 AH7631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7631+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7631
 AH7631  HISTORY     - Date     Condition        Report By
 AH7631  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7631
 AH7631                          STATION DESCRIPTION
 AH7631
 AH7631'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7631'THE STATION IS LOCATED IN HANOVER TOWNSHIP IN LICKING COUNTY, OHIO
 AH7631'ABOUT 1.0 MILE (1.6 KM) NORTHWEST OF THE TOWN OF TOBOSO.  TO REACH THE
 AH7631'STATION FROM THE INTERSECTION OF STATE ROUTE 16 AND NASHPORT ROAD (SR
 AH7631'146) PROCEED SOUTHEAST ALONG NASHPORT ROAD (SR 146) A DISTANCE OF 0.2
 AH7631'MILE (0.3 KM) TO THE INTERSECTION WITH TOBOSO ROAD (T-273) . TURN
 AH7631'RIGHT AND PROCEED SOUTH ALONG TOBOSO ROAD (T-273) A DISTANCE OF 0.7
 AH7631'MILE (1.1 KM) TO THE STATION ON THE LEFT BETWEEN HOUSE NUMBERS 1440
 AH7631'AND 1436.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY
 AH7631'DISK SET IN A POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW THE
 AH7631'GROUND SURFACE AND STAMPED HANOVER TWP 2 1998.  THE STATION IS 27.4
 AH7631'FEET (8.4 M) AZIMUTH 197 DEGREES TO A POWER POLE WITH THE NUMBER
 AH7631'618/11, 42.6 FEET (13.0 M) AZIMUTH 210 DEGREES TO THE EDGE OF A SQUARE
 AH7631'POST SUPPORTING A MAILBOX, AND 8.8 FEET (2.7 M) AZIMUTH 100 DEGREES TO
 AH7631'A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7632 ***********************************************************************
 AH7632  DESIGNATION -  HANOVER TWP 3
 AH7632  PID         -  AH7632
 AH7632  STATE/COUNTY-  OH/LICKING
 AH7632  USGS QUAD   -  TOBOSO (1978)
 AH7632
 AH7632                         *CURRENT SURVEY CONTROL
 AH7632  ___________________________________________________________________
 AH7632* NAD 83(1995)-  40 04 26.75692(N)    082 11 32.07337(W)     ADJUSTED  
 AH7632* NAVD 88     -       250.6    (meters)     822.     (feet)  GPS OBS   
 AH7632  ___________________________________________________________________
 AH7632  X           -     663,976.446 (meters)                     COMP
 AH7632  Y           -  -4,842,270.332 (meters)                     COMP
 AH7632  Z           -   4,084,424.492 (meters)                     COMP
 AH7632  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 AH7632  ELLIP HEIGHT-         216.87  (meters)          (10/07/05) GPS OBS
 AH7632  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 AH7632
 AH7632  HORZ ORDER  -  FIRST
 AH7632  ELLP ORDER  -  FOURTH    CLASS II
 AH7632
 AH7632.The horizontal coordinates were established by GPS observations
 AH7632.and adjusted by the National Geodetic Survey in February 1999..
 AH7632
 AH7632.The orthometric height was determined by GPS observations and a
 AH7632.high-resolution geoid model.
 AH7632
 AH7632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7632
 AH7632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7632
 AH7632.The ellipsoidal height was determined by GPS observations
 AH7632.and is referenced to NAD 83.
 AH7632
 AH7632.The geoid height was determined by GEOID03.
 AH7632
 AH7632;                    North         East     Units Scale Factor Converg.
 AH7632;SPC OH S     -   230,305.280   626,252.330   MT  1.00000832   +0 11 43.0
 AH7632;UTM  17      - 4,436,662.533   398,339.347   MT  0.99972723   -0 46 03.4
 AH7632
 AH7632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7632!SPC OH S     -   0.99996598  x   1.00000832  =   0.99997430
 AH7632!UTM  17      -   0.99996598  x   0.99972723  =   0.99969322
 AH7632
 AH7632                          SUPERSEDED SURVEY CONTROL
 AH7632
 AH7632  ELLIP H (02/25/99)  216.91   (m)                       GP(       ) 4 2
 AH7632
 AH7632.Superseded values are not recommended for survey control.
 AH7632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7632.See file dsdata.txt to determine how the superseded data were derived.
 AH7632
 AH7632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9833936663(NAD 83)
 AH7632_MARKER: DD = SURVEY DISK
 AH7632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7632_STAMPING: HANOVER TWP 3 1998
 AH7632_MARK LOGO: OH-089
 AH7632_PROJECTION: FLUSH
 AH7632_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7632+STABILITY: SURFACE MOTION
 AH7632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7632+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7632
 AH7632  HISTORY     - Date     Condition        Report By
 AH7632  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7632
 AH7632                          STATION DESCRIPTION
 AH7632
 AH7632'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7632'THE STATION IS LOCATED IN HANOVER TOWNSHIP IN LICKING COUNTY, OHIO
 AH7632'ABOUT 1.7 MILES (2.7 KM) NORTHEAST OF THE TOWN OF TOBOSO.  TO REACH
 AH7632'THE STATION FROM THE INTERSECTION OF STATE ROUTE 16 AND NASHPORT ROAD
 AH7632'(SR 146) PROCEED EAST ALONG NASHPORT ROAD (SR 146) A DISTANCE OF 2.1
 AH7632'MILES (3.4 KM) TO THE STATION ON THE LEFT.  THE STATION IS ON THE WEST
 AH7632'SIDE OF THE LONGABERGER FARMS SIGN.  THE STATION IS A STANDARD 3 1/4
 AH7632'INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7632'MONUMENT ONE INCH BELOW THE GROUND SURFACE AND STAMPED HANOVER TWP 3
 AH7632'1998.  THE STATION IS 63.8 FEET (19.4 M) AZIMUTH 356 TO A TELEPHONE
 AH7632'POLE WITH THE NUMBER 0164/060, 18.9 FEET (5.8 M) AZIMUTH 84 DEGREES TO
 AH7632'THE NORTHERN POST OF THE LONGABERGER FARMS SIGN, 17.2 FEET (5.2 M)
 AH7632'AZIMUTH 96 DEGREES TO THE SOUTHERN POST OF THE LONGABERGER FARMS SIGN
 AH7632'AND 27.9 FEET (8.5 M) FROM THE CENTERLINE OF NASHPORT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7647 ***********************************************************************
 AH7647  DESIGNATION -  HANOVER TWP 4
 AH7647  PID         -  AH7647
 AH7647  STATE/COUNTY-  OH/LICKING
 AH7647  USGS QUAD   -  HANOVER (1981)
 AH7647
 AH7647                         *CURRENT SURVEY CONTROL
 AH7647  ___________________________________________________________________
 AH7647* NAD 83(1995)-  40 02 29.65137(N)    082 15 52.01342(W)     ADJUSTED  
 AH7647* NAVD 88     -       248.2    (meters)     814.     (feet)  GPS OBS   
 AH7647  ___________________________________________________________________
 AH7647  X           -     658,186.195 (meters)                     COMP
 AH7647  Y           -  -4,845,404.710 (meters)                     COMP
 AH7647  Z           -   4,081,658.201 (meters)                     COMP
 AH7647  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 AH7647  ELLIP HEIGHT-         214.30  (meters)          (10/07/05) GPS OBS
 AH7647  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AH7647
 AH7647  HORZ ORDER  -  FIRST
 AH7647  ELLP ORDER  -  FOURTH    CLASS II
 AH7647
 AH7647.The horizontal coordinates were established by GPS observations
 AH7647.and adjusted by the National Geodetic Survey in February 1999..
 AH7647
 AH7647.The orthometric height was determined by GPS observations and a
 AH7647.high-resolution geoid model.
 AH7647
 AH7647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7647
 AH7647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7647
 AH7647.The ellipsoidal height was determined by GPS observations
 AH7647.and is referenced to NAD 83.
 AH7647
 AH7647.The geoid height was determined by GEOID03.
 AH7647
 AH7647;                    North         East     Units Scale Factor Converg.
 AH7647;SPC OH S     -   226,674.828   620,102.487   MT  1.00000164   +0 08 58.1
 AH7647;UTM  17      - 4,433,136.898   392,131.035   MT  0.99974324   -0 48 48.8
 AH7647
 AH7647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7647!SPC OH S     -   0.99996638  x   1.00000164  =   0.99996802
 AH7647!UTM  17      -   0.99996638  x   0.99974324  =   0.99970963
 AH7647
 AH7647                          SUPERSEDED SURVEY CONTROL
 AH7647
 AH7647  ELLIP H (02/25/99)  214.33   (m)                       GP(       ) 4 2
 AH7647
 AH7647.Superseded values are not recommended for survey control.
 AH7647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7647.See file dsdata.txt to determine how the superseded data were derived.
 AH7647
 AH7647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9213133137(NAD 83)
 AH7647_MARKER: DD = SURVEY DISK
 AH7647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7647_STAMPING: HANOVER TWP 4 1998
 AH7647_MARK LOGO: OH-089
 AH7647_PROJECTION: FLUSH
 AH7647_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7647+STABILITY: SURFACE MOTION
 AH7647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7647+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7647
 AH7647  HISTORY     - Date     Condition        Report By
 AH7647  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7647
 AH7647                          STATION DESCRIPTION
 AH7647
 AH7647'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7647'THE STATION IS LOCATED IN HANOVER TOWNSHIP IN LICKING COUNTY, OHIO
 AH7647'ABOUT 2.5 MILES (4.0 KM) SOUTHWEST OF TOWN OF TOBOSO.  TO REACH THE
 AH7647'STATION FROM THE INTERSECTION OF GRATIOT ROAD (CR 278) AND CLAYPOOL
 AH7647'ROAD (T-276) PROCEED SOUTH ALONG GRATIOT ROAD (CR 278) A DISTANCE OF
 AH7647'0.8 MILE (1.3 KM) TO ITS INTERSECTION WITH TEXAS ROAD (T-280) .  TURN
 AH7647'RIGHT AND PROCEED WEST ALONG TEXAS ROAD (T-280) A DISTANCE OF 1.7
 AH7647'MILES (2.7 KM) TO ITS INTERSECTION WITH BRUSHY FORK ROAD (CR 277) .
 AH7647'TURN RIGHT AND PROCEED NORTHWEST ALONG BRUSHY FORK ROAD A DISTANCE OF
 AH7647'0.7 MILE (1.1 KM) TO ITS INTERSECTION WITH STONEY HILL ROAD (T-289) .
 AH7647'TURN LEFT AND PROCEED SOUTH ALONG STONEY HILL ROAD (T-289) A DISTANCE
 AH7647'OF 0.2 MILE (0.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AH7647'STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7647'PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND SURFACE AND STAMPED
 AH7647'HANOVER TWP 4 1998.  THE STATION IS 9.6 FEET (2.9 M) AZIMUTH 36
 AH7647'DEGREES TO A TELEPHONE PEDESTAL WITH THE NUMBER 0036/007, 44.2 FEET
 AH7647'(13.5 M) AZIMUTH 163 DEGREES TO A METAL CULVERT MARKER POST, 82.5 FEET
 AH7647'(25.1 M) AZIMUTH 178 DEGREES TO A WOODEN GATE POST, AND 101.5 FEET
 AH7647'(30.9 M) AZIMUTH 61 DEGREES TO A 30 INCH IN DIAMETER FORKED SUGAR
 AH7647'MAPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7649 ***********************************************************************
 AH7649  DESIGNATION -  HANOVER TWP 5
 AH7649  PID         -  AH7649
 AH7649  STATE/COUNTY-  OH/LICKING
 AH7649  USGS QUAD   -  TOBOSO (1978)
 AH7649
 AH7649                         *CURRENT SURVEY CONTROL
 AH7649  ___________________________________________________________________
 AH7649* NAD 83(1995)-  40 02 22.55032(N)    082 11 42.04354(W)     ADJUSTED  
 AH7649* NAVD 88     -       261.4    (meters)     858.     (feet)  GPS OBS   
 AH7649  ___________________________________________________________________
 AH7649  X           -     664,078.314 (meters)                     COMP
 AH7649  Y           -  -4,844,753.170 (meters)                     COMP
 AH7649  Z           -   4,081,499.053 (meters)                     COMP
 AH7649  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 AH7649  ELLIP HEIGHT-         227.57  (meters)          (10/07/05) GPS OBS
 AH7649  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AH7649
 AH7649  HORZ ORDER  -  FIRST
 AH7649  ELLP ORDER  -  FOURTH    CLASS II
 AH7649
 AH7649.The horizontal coordinates were established by GPS observations
 AH7649.and adjusted by the National Geodetic Survey in February 1999..
 AH7649
 AH7649.The orthometric height was determined by GPS observations and a
 AH7649.high-resolution geoid model.
 AH7649
 AH7649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7649
 AH7649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7649
 AH7649.The ellipsoidal height was determined by GPS observations
 AH7649.and is referenced to NAD 83.
 AH7649
 AH7649.The geoid height was determined by GEOID03.
 AH7649
 AH7649;                    North         East     Units Scale Factor Converg.
 AH7649;SPC OH S     -   226,473.546   626,029.027   MT  1.00000125   +0 11 36.7
 AH7649;UTM  17      - 4,432,836.152   398,051.782   MT  0.99972795   -0 46 07.8
 AH7649
 AH7649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7649!SPC OH S     -   0.99996430  x   1.00000125  =   0.99996555
 AH7649!UTM  17      -   0.99996430  x   0.99972795  =   0.99969226
 AH7649
 AH7649                          SUPERSEDED SURVEY CONTROL
 AH7649
 AH7649  ELLIP H (02/25/99)  227.62   (m)                       GP(       ) 4 2
 AH7649
 AH7649.Superseded values are not recommended for survey control.
 AH7649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7649.See file dsdata.txt to determine how the superseded data were derived.
 AH7649
 AH7649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9805232836(NAD 83)
 AH7649_MARKER: DD = SURVEY DISK
 AH7649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7649_STAMPING: HANOVER TWP 5 1998
 AH7649_MARK LOGO: OH-089
 AH7649_PROJECTION: FLUSH
 AH7649_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7649+STABILITY: SURFACE MOTION
 AH7649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7649+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7649
 AH7649  HISTORY     - Date     Condition        Report By
 AH7649  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7649
 AH7649                          STATION DESCRIPTION
 AH7649
 AH7649'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7649'THE STATION IS LOCATED IN HANOVER TOWNSHIP IN LICKING COUNTY, OHIO
 AH7649'ABOUT 1.6 MILES (2.6 KM) SOUTHEAST OF THE TOWN OF TOBOSO.  TO REACH
 AH7649'THE STATION FROM THE INTERSECTION OF STATE ROUTE 16 AND NASHPORT ROAD
 AH7649'(SR 146) PROCEED SOUTHEAST ALONG NASHPORT ROAD (SR 146) A DISTANCE OF
 AH7649'0.2 MILE (0.3 KM) TO ITS INTERSECTION WITH TOBOSO ROAD (CR 273) . TURN
 AH7649'RIGHT AND PROCEED SOUTH ALONG TOBOSO ROAD (CR 273) A DISTANCE OF 1.8
 AH7649'MILES (2.9 KM) TO INTERSECTION WITH CLAYPOOL ROAD (T-275) .  TURN LEFT
 AH7649'AND PROCEED EAST ALONG CLAYPOOL ROAD (T-275) A DISTANCE OF 0.4 MILE
 AH7649'(0.6 KM) TO ITS INTERSECTION WITH JOHNSON ROAD (T-276) (UNMARKED
 AH7649'EXCEPT FOR SIGN NO THRU TRAFFIC EXCEPT FARM MACH.  TURN RIGHT AND
 AH7649'PROCEED SOUTHEAST ALONG JOHNSON ROAD (T-276) (TURN LEFT AFTER CROSSING
 AH7649'RAILROAD TRACKS) AND PROCEED EAST ALONG JOHNSON ROAD (T-276) A
 AH7649'DISTANCE OF 1.3 MILES (2.1 KM) TO ITS INTERSECTION WITH FRANCIS ROAD
 AH7649'(T-282) AND THE STATION IN THE TRIANGLE ISLAND.  THE STATION IS A
 AH7649'STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7649'PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND SURFACE AND STAMPED
 AH7649'HANOVER TWP 5 1998.  THE STATION IS 30.3 FEET (9.2 M) AZIMUTH 58
 AH7649'DEGREES TO POWER POLE WITH THE NUMBER 47, 23.2 FEET (7.1 M) AZIMUTH 44
 AH7649'DEGREES TO A YIELD SIGN, AND 11.2 FEET (3.4 M) AZIMUTH 165 DEGREES TO
 AH7649'A STREET SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD8833 ***********************************************************************
 AD8833  SACS        -  This is a Secondary Airport Control Station.
 AD8833  DESIGNATION -  HAO A
 AD8833  PID         -  AD8833
 AD8833  STATE/COUNTY-  OH/BUTLER
 AD8833  USGS QUAD   -  GREENHILLS (1981)
 AD8833
 AD8833                         *CURRENT SURVEY CONTROL
 AD8833  ___________________________________________________________________
 AD8833* NAD 83(1995)-  39 21 41.80864(N)    084 30 55.70990(W)     ADJUSTED  
 AD8833* NAVD 88     -       186.85   (meters)     613.0    (feet)  GPS OBS   
 AD8833  ___________________________________________________________________
 AD8833  X           -     471,966.664 (meters)                     COMP
 AD8833  Y           -  -4,915,476.519 (meters)                     COMP
 AD8833  Z           -   4,023,533.497 (meters)                     COMP
 AD8833  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AD8833  ELLIP HEIGHT-         153.18  (meters)          (10/07/05) GPS OBS
 AD8833  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AD8833
 AD8833  HORZ ORDER  -  FIRST
 AD8833  ELLP ORDER  -  FIFTH     CLASS I
 AD8833
 AD8833.This mark is at Hamilton-Fairfield Airport (HAO)
 AD8833
 AD8833.The horizontal coordinates were established by GPS observations
 AD8833.and adjusted by the National Geodetic Survey in June 1997..
 AD8833
 AD8833.The orthometric height was determined by GPS observations and a
 AD8833.high-resolution geoid model.
 AD8833
 AD8833.GPS derived orthometric heights for airport stations designated as
 AD8833.PACS or SACS are published to 2 decimal places.  This maintains
 AD8833.centimeter relative accuracy between the PACS and SACS.  It does
 AD8833.not indicate centimeter accuracy relative to other marks which are
 AD8833.part of the NAVD 88 network.
 AD8833
 AD8833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8833
 AD8833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8833
 AD8833.The ellipsoidal height was determined by GPS observations
 AD8833.and is referenced to NAD 83.
 AD8833
 AD8833.The geoid height was determined by GEOID03.
 AD8833
 AD8833;                    North         East     Units Scale Factor Converg.
 AD8833;SPC OH S     -   153,095.368   426,324.376   MT  0.99993599   -1 16 43.9
 AD8833;UTM  16      - 4,359,850.880   714,053.265   MT  1.00016417   +1 34 34.7
 AD8833
 AD8833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8833!SPC OH S     -   0.99997597  x   0.99993599  =   0.99991196
 AD8833!UTM  16      -   0.99997597  x   1.00016417  =   1.00014013
 AD8833
 AD8833                          SUPERSEDED SURVEY CONTROL
 AD8833
 AD8833  ELLIP H (06/20/97)  153.24   (m)                       GP(       ) 5 1
 AD8833
 AD8833.Superseded values are not recommended for survey control.
 AD8833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8833.See file dsdata.txt to determine how the superseded data were derived.
 AD8833
 AD8833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1405359851(NAD 83)
 AD8833_MARKER: DD = SURVEY DISK
 AD8833_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD8833_SP_SET: STORM SEWER
 AD8833_STAMPING: HAO A 1995
 AD8833_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8833+STABILITY: SURFACE MOTION
 AD8833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8833+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD8833
 AD8833  HISTORY     - Date     Condition        Report By
 AD8833  HISTORY     - 1995     MONUMENTED       NGS
 AD8833
 AD8833                          STATION DESCRIPTION
 AD8833
 AD8833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD8833'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) NORTH OF CINCINNATI,
 AD8833'OH.  AND ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF HAMILTON, OH., AT THE
 AD8833'HAMILTON-FAIRFIELD AIRPORT.  IN THE GRASS, SOUTHEAST OF THE SOUTHEAST
 AD8833'CORNER OF RUNWAY END 29, NEAR THE SOUTH CORNER OF A 4 X 8 X 6-FOOT
 AD8833'DEEP CONCRETE DOUBLE MANHOLE STORME SEWER JUNCTION BOX.
 AD8833'OWNERSHIP--CITYS OF HAMILTON AND FAIRFIELD AND BUTLER COUNTY, 2820
 AD8833'BOBMEYER ROAD, HAMILTON, OH.  45015.  AIRPORT MANAGER RON MERSCH,
 AD8833'PHONE 513-863-4447.  NOTE--THIS STATION WAS SELECTED AS A (SACS) , AND
 AD8833'IS A 1 AND 3/16-INCH SURVEY DISK.  TO REACH THE STATION FROM THE
 AD8833'JUNCTION OF INTERSTATE HIGHWAY 275 AND STATE HIGHWAY 4, ABOUT 11.2 KM
 AD8833'(6.95 MI) SOUTH-SOUTHEAST OF HAMILTON, GO NORTH AND NORTHEAST 3.9 KM
 AD8833'(2.40 MI) ALONG HIGHWAY 4 TO THE JUNCTION WITH STATE HIGHWAY 4 BYPASS.
 AD8833'CONTINUE NORTHWEST, 5.6 KM (3.45 MI) ALONG HIGHWAY 4 TO A RAILROAD
 AD8833'OVERPASS.  CONTINUE NORTH, 0.8 KM (0.50 MI) ALONG HIGHWAY 4 TO
 AD8833'BOBMEYER ROAD ON THE RIGHT.  TURN RIGHT, EASTERLY, 1.25 KM (0.75 MI)
 AD8833'ALONG BOBMEYER ROAD TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 AD8833'LEFT, SOUTHEAST, 0.44 KM (0.25 MI) TO THE AIRPORT OFFICE ON THE LEFT.
 AD8833'TURN LEFT, NORTHEAST, 0.06 KM (0.05 MI) ACROSS APRON TO THE TAXI.
 AD8833'TURN RIGHT, SOUTHEAST, 0.16 KM (0.10 MI) ALONG TAXI TO A TAXI LEFT.
 AD8833'TURN LEFT, NORTHWEST, 0.07 KM (0.05 MI) ALONG TAXI TO A TAXI RIGHT.
 AD8833'TURN RIGHT, SOUTHEASTERLY, 0.80 KM (0.50 MI) ALONG TAXI TO ITS END AND
 AD8833'ACROSS GRASS PAST THE SOUTHEAST CORNER OF THE RUNWAY TO THE STATION ON
 AD8833'THE LEFT, IN FRONT OF THE STROBE LIGHT.  STATION IS 26.1 M (85.6 FT)
 AD8833'SOUTH-SOUTHWEST OF THE EXTENDED RUNWAY CENTERLINE, 18.1 M (59.4 FT)
 AD8833'EAST-SOUTHEAST OF A CONCRETE STROBE LIGHT BASE, 1.0 M (3.3 FT)
 AD8833'SOUTHWEST OF A WITNESS POST, AND THE STATION IS FLUSH WITH THE GROUND
 AD8833'SURFACE.  BY R.G.  HAYES THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD8834 ***********************************************************************
 AD8834  SACS        -  This is a Secondary Airport Control Station.
 AD8834  DESIGNATION -  HAO B
 AD8834  PID         -  AD8834
 AD8834  STATE/COUNTY-  OH/BUTLER
 AD8834  USGS QUAD   -  GREENHILLS (1981)
 AD8834
 AD8834                         *CURRENT SURVEY CONTROL
 AD8834  ___________________________________________________________________
 AD8834* NAD 83(1995)-  39 21 55.20487(N)    084 31 56.07932(W)     ADJUSTED  
 AD8834* NAVD 88     -       192.33   (meters)     631.0    (feet)  GPS OBS   
 AD8834  ___________________________________________________________________
 AD8834  X           -     470,503.424 (meters)                     COMP
 AD8834  Y           -  -4,915,357.845 (meters)                     COMP
 AD8834  Z           -   4,023,856.409 (meters)                     COMP
 AD8834  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AD8834  ELLIP HEIGHT-         158.69  (meters)          (10/07/05) GPS OBS
 AD8834  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AD8834
 AD8834  HORZ ORDER  -  FIRST
 AD8834  ELLP ORDER  -  FIFTH     CLASS I
 AD8834
 AD8834.This mark is at Hamilton-Fairfield Airport (HAO)
 AD8834
 AD8834.The horizontal coordinates were established by GPS observations
 AD8834.and adjusted by the National Geodetic Survey in June 1997..
 AD8834
 AD8834.The orthometric height was determined by GPS observations and a
 AD8834.high-resolution geoid model.
 AD8834
 AD8834.GPS derived orthometric heights for airport stations designated as
 AD8834.PACS or SACS are published to 2 decimal places.  This maintains
 AD8834.centimeter relative accuracy between the PACS and SACS.  It does
 AD8834.not indicate centimeter accuracy relative to other marks which are
 AD8834.part of the NAVD 88 network.
 AD8834
 AD8834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8834
 AD8834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8834
 AD8834.The ellipsoidal height was determined by GPS observations
 AD8834.and is referenced to NAD 83.
 AD8834
 AD8834.The geoid height was determined by GEOID03.
 AD8834
 AD8834;                    North         East     Units Scale Factor Converg.
 AD8834;SPC OH S     -   153,540.759   424,888.889   MT  0.99993596   -1 17 22.2
 AD8834;UTM  16      - 4,360,224.296   712,597.046   MT  1.00015652   +1 33 56.8
 AD8834
 AD8834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8834!SPC OH S     -   0.99997510  x   0.99993596  =   0.99991107
 AD8834!UTM  16      -   0.99997510  x   1.00015652  =   1.00013162
 AD8834
 AD8834|---------------------------------------------------------------------|
 AD8834| PID    Reference Object                     Distance      Geod. Az  |
 AD8834|                                                           dddmmss.s |
 AD8834| JZ3410 HOGAN AZ MK                         337.182 METERS 09431     |
 AD8834|---------------------------------------------------------------------|
 AD8834
 AD8834                          SUPERSEDED SURVEY CONTROL
 AD8834
 AD8834  ELLIP H (06/20/97)  158.74   (m)                       GP(       ) 5 1
 AD8834
 AD8834.Superseded values are not recommended for survey control.
 AD8834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8834.See file dsdata.txt to determine how the superseded data were derived.
 AD8834
 AD8834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1259760224(NAD 83)
 AD8834_MARKER: DD = SURVEY DISK
 AD8834_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD8834_SP_SET: CONCRETE CORNER FOOTER PIER
 AD8834_STAMPING: HAO B 1995
 AD8834_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8834+STABILITY: SURFACE MOTION
 AD8834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8834+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD8834
 AD8834  HISTORY     - Date     Condition        Report By
 AD8834  HISTORY     - 1995     MONUMENTED       NGS
 AD8834
 AD8834                          STATION DESCRIPTION
 AD8834
 AD8834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD8834'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) NORTH OF CINCINNATI,
 AD8834'OH.  AND ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF HAMILTON, OH., AT THE
 AD8834'HAMILTON-FAIRFIELD AIRPORT.  NEAR THE SOUTHWEST SIDE OF THE AIRPORT,
 AD8834'ALONG THE SOUTHWEST SIDE OF THE MAIN TAXI NEAR RUNWAY END 11, NEAR AND
 AD8834'IN TOP OF THE NORTHWEST CONCRETE CORNER OF A FOOTER, PIER, SURROUNDING
 AD8834'A 100 X 50-FOOT CONCRETE SLAB.  OWNERSHIP--CITYS OF HAMILTON AND
 AD8834'FAIRFIELD AND BUTLER COUNTY, 2820 BOBMEYER ROAD, HAMILTON, OH.  45015.
 AD8834'AIRPORT MANAGER RON MERSCH, PHONE 513-863-4447.  NOTE--THIS STATION
 AD8834'WAS SELECTED AS A (SACS) , AND IS A 1 AND 3/16-INCH SURVEY DISK.  TO
 AD8834'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND
 AD8834'STATE HIGHWAY 4, ABOUT 11.2 KM (6.95 MI) SOUTH-SOUTHEAST OF HAMILTON,
 AD8834'GO NORTH AND NORTHEAST 3.9 KM (2.40 MI) ALONG HIGHWAY 4 TO THE
 AD8834'JUNCTION WITH STATE HIGHWAY 4 BYPASS.  CONTINUE NORTHWEST, 5.6 KM
 AD8834'(3.45 MI) ALONG HIGHWAY 4 TO A RAILROAD OVERPASS.  CONTINUE NORTH, 0.8
 AD8834'KM (0.50 MI) ALONG HIGHWAY 4 TO BOBMEYER ROAD ON THE RIGHT.  TURN
 AD8834'RIGHT, EASTERLY, 1.25 KM (0.75 MI) ALONG BOBMEYER ROAD TO THE AIRPORT
 AD8834'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST, 0.44 KM (0.25 MI) TO
 AD8834'THE AIRPORT OFFICE ON THE LEFT.  TURN LEFT, NORTHEAST, 0.06 KM (0.05
 AD8834'MI) ACROSS APRON TO THE TAXI.  TURN LEFT, NORTHWEST, 0.54 KM (0.35 MI)
 AD8834'ALONG TAXI TO THE STATION ON THE LEFT.  STATION IS 30.4 M (99.7 FT)
 AD8834'NORTHEAST OF THE SOUTHWEST CORNER OF THE SLAB, 15.2 M (49.9 FT)
 AD8834'NORTHWEST OF THE SOUTHEAST CORNER OF THE SLAB, 0.8 M (2.6 FT) WEST OF
 AD8834'A WITNESS POST, AND THE STATION IS 0.1 M (0.3 FT) ABOVE THE GROUND
 AD8834'SURFACE.  R.G. HAYES THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1584 ***********************************************************************
 MC1584  DESIGNATION -  HARBOR
 MC1584  PID         -  MC1584
 MC1584  STATE/COUNTY-  OH/OTTAWA
 MC1584  USGS QUAD   -  GYPSUM (1980)
 MC1584
 MC1584                         *CURRENT SURVEY CONTROL
 MC1584  ___________________________________________________________________
 MC1584* NAD 83(1995)-  41 33 09.19522(N)    082 48 16.02476(W)     ADJUSTED  
 MC1584* NAVD 88     -       175.4    (meters)     575.     (feet)  VERTCON   
 MC1584  ___________________________________________________________________
 MC1584  X           -     598,751.109 (meters)                     COMP
 MC1584  Y           -  -4,742,566.170 (meters)                     COMP
 MC1584  Z           -   4,208,634.785 (meters)                     COMP
 MC1584  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 MC1584  ELLIP HEIGHT-         139.80  (meters)          (10/07/05) GPS OBS
 MC1584  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 MC1584
 MC1584  HORZ ORDER  -  SECOND
 MC1584  ELLP ORDER  -  FOURTH    CLASS I
 MC1584
 MC1584.The horizontal coordinates were established by GPS observations
 MC1584.and adjusted by the National Geodetic Survey in April 1998..
 MC1584
 MC1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1584
 MC1584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1584
 MC1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1584
 MC1584.The ellipsoidal height was determined by GPS observations
 MC1584.and is referenced to NAD 83.
 MC1584
 MC1584.The geoid height was determined by GEOID03.
 MC1584
 MC1584;                    North         East     Units Scale Factor Converg.
 MC1584;SPC OH N     -   209,468.589   574,600.732   MT  0.99997490   -0 12 00.0
 MC1584;UTM  17      - 4,601,670.871   349,514.279   MT  0.99987869   -1 11 49.7
 MC1584
 MC1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1584!SPC OH N     -   0.99997807  x   0.99997490  =   0.99995297
 MC1584!UTM  17      -   0.99997807  x   0.99987869  =   0.99985677
 MC1584
 MC1584                          SUPERSEDED SURVEY CONTROL
 MC1584
 MC1584  ELLIP H (04/01/98)  139.82   (m)                       GP(       ) 4 1
 MC1584  NAD 83(1995)-  41 33 09.19527(N)    082 48 16.02490(W) AD(       ) 2
 MC1584  NAD 83(1986)-  41 33 09.20183(N)    082 48 16.04425(W) AD(       ) 2
 MC1584  NGVD 29 (08/25/89)  175.7    (m)          576.     (f) GPS OBS        
 MC1584
 MC1584.Superseded values are not recommended for survey control.
 MC1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1584.See file dsdata.txt to determine how the superseded data were derived.
 MC1584
 MC1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4951401671(NAD 83)
 MC1584_MARKER: DD = SURVEY DISK
 MC1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1584_SP_SET: CONCRETE POST
 MC1584_STAMPING: HARBOR 1988
 MC1584_MARK LOGO: OHDNR 
 MC1584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1584+STABILITY: SURFACE MOTION
 MC1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1584+SATELLITE: SATELLITE OBSERVATIONS - 1988
 MC1584
 MC1584  HISTORY     - Date     Condition        Report By
 MC1584  HISTORY     - 1988     MONUMENTED       OHDNR
 MC1584  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 MC1584
 MC1584                          STATION DESCRIPTION
 MC1584
 MC1584'DESCRIBED BY OHIO DEPARTMENT OF NATURAL RESOURCES 1988
 MC1584'THE STATION IS LOCATED ABOUT 13 KM (8.10 MI) NORTHWEST OF SANDUSKY, 10
 MC1584'KM (6.20 MI) EAST-NORTHEAST OF PORT CLINTON, IN EAST HARBOR STATE PARK
 MC1584'NEAR THE NORTHEAST END OF THE CAUSEWAY BETWEEN EAST HARBOR AND MIDDLE
 MC1584'HARBOR.
 MC1584'TO REACH FROM THE JUNCTION OF STATE ROUTES 163 AND 269, ABOUT 10 KM
 MC1584'(6.20 MI) EAST OF PORT CLINTON, GO 1.5 KM (0.95 MI) NORTH ON ROUTE 269
 MC1584'TO THE PARK ENTRANCE, TURN RIGHT AND GO EAST THEN NORTHEAST 1.7 KM
 MC1584'(1.05 MI) ON THE PARK ENTRANCE ROAD TO THE NORTHEAST END OF THE
 MC1584'CAUSEWAY AND THE STATION ON THE RIGHT, ABOUT 0.4 KM (0.25 MI)
 MC1584'SOUTHWEST OF THE LAKESHORE AND BEACH, AND SET IN THE GRASS STRIP
 MC1584'BETWEEN THE ROAD AND EAST HARBOR.
 MC1584'THE STATION IS 21.55 M (70.7 FT) SOUTHEAST AND ACROSS THE ROAD FROM A
 MC1584'COTTONWOOD TREE MARKED WITH A SQUARE BLAZE, 16.86 M (55.3 FT)
 MC1584'NORTHEAST OF A TELEPHONE JUNCTION BOX, 9.14 M (30.0 FT) NORTHWEST OF
 MC1584'THE WATERLINE, 4.42 M (14.5 FT) SOUTHEAST OF THE CENTER OF THE
 MC1584'NORTHEAST BOUND ROADWAY, AND 1.28 M (4.2 FT) SOUTHEAST OF THE EDGE OF
 MC1584'THE PAVEMENT AND FLUSH WITH THE GROUND IN A 2.3 M (7.5 FT) WIDE GRASS
 MC1584'STRIP.
 MC1584
 MC1584                          STATION RECOVERY (2004)
 MC1584
 MC1584'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 MC1584'THIS A HEAVILY TRAVELED WALKWAY AND MAY HAVE BEEN TAKEN BY PASSERSBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1280 ***********************************************************************
 MB1280  DESIGNATION -  HARBOR LINE
 MB1280  PID         -  MB1280
 MB1280  STATE/COUNTY-  OH/CUYAHOGA
 MB1280  USGS QUAD   -  CLEVELAND NORTH (1994)
 MB1280
 MB1280                         *CURRENT SURVEY CONTROL
 MB1280  ___________________________________________________________________
 MB1280* NAD 83(1986)-  41 30 01.     (N)    081 42 36.     (W)     SCALED    
 MB1280* NAVD 88     -       175.560  (meters)     575.98   (feet)  ADJUSTED  
 MB1280  ___________________________________________________________________
 MB1280  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 MB1280  DYNAMIC HT  -         175.491 (meters)     575.76  (feet)  COMP
 MB1280  MODELED GRAV-     980,229.3   (mgal)                       NAVD 88
 MB1280
 MB1280  VERT ORDER  -  SECOND    CLASS 0
 MB1280
 MB1280.The horizontal coordinates were scaled from a topographic map and have
 MB1280.an estimated accuracy of +/- 6 seconds.
 MB1280
 MB1280.The orthometric height was determined by differential leveling
 MB1280.and adjusted by the National Geodetic Survey in June 1991..
 MB1280
 MB1280.The geoid height was determined by GEOID03.
 MB1280
 MB1280.The dynamic height is computed by dividing the NAVD 88
 MB1280.geopotential number by the normal gravity value computed on the
 MB1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1280.degrees latitude (g = 980.6199 gals.).
 MB1280
 MB1280.The modeled gravity was interpolated from observed gravity values.
 MB1280
 MB1280;                    North         East    Units  Estimated Accuracy
 MB1280;SPC OH N     -   203,920.      665,960.      MT  (+/- 180 meters Scaled)
 MB1280
 MB1280                          SUPERSEDED SURVEY CONTROL
 MB1280
 MB1280  NGVD 29 (??/??/92)  175.771  (m)          576.68   (f) ADJ UNCH    2 0
 MB1280
 MB1280.Superseded values are not recommended for survey control.
 MB1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1280.See file dsdata.txt to determine how the superseded data were derived.
 MB1280
 MB1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF407945(NAD 83)
 MB1280_MARKER: DD = SURVEY DISK
 MB1280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1280_SP_SET: PIER
 MB1280_MARK LOGO: USE   
 MB1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1280
 MB1280  HISTORY     - Date     Condition        Report By
 MB1280  HISTORY     - UNK      MONUMENTED       DOD
 MB1280  HISTORY     - 1938     GOOD             NGS
 MB1280  HISTORY     - 1980     MARK NOT FOUND   NGS
 MB1280
 MB1280                          STATION DESCRIPTION
 MB1280
 MB1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MB1280'AT CLEVELAND.
 MB1280'AT CLEVELAND, CUYAHOGA COUNTY, 400 YARDS NORTH OF THE OLD NEW
 MB1280'YORK CENTRAL RAILROAD SWING BRIDGE, IN THE CONCRETE PIER ON THE
 MB1280'WEST SIDE OF CUYAHOGA RIVER, 56.5 FEET SOUTH OF THE INSIDE CORNER
 MB1280'OF THE PIER, 14.7 FEET WEST OF THE EAST EDGE OF THE PIER, AND 3.5
 MB1280'FEET FROM THE NORTHEAST CORNER OF THE LIGHTHOUSE BUILDING.  A
 MB1280'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK.
 MB1280
 MB1280                          STATION RECOVERY (1980)
 MB1280
 MB1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MB1280'NOT RECOVERED, THE OLD SWING BRIDGE IS GONE AND THE PIERS NO LONGER
 MB1280'MATCH THE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3484 ***********************************************************************
 KY3484  DESIGNATION -  HARDY
 KY3484  PID         -  KY3484
 KY3484  STATE/COUNTY-  OH/HOLMES
 KY3484  USGS QUAD   -  MILLERSBURG (1994)
 KY3484
 KY3484                         *CURRENT SURVEY CONTROL
 KY3484  ___________________________________________________________________
 KY3484* NAD 83(1995)-  40 31 54.48370(N)    081 58 21.78725(W)     ADJUSTED  
 KY3484* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 KY3484  ___________________________________________________________________
 KY3484  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 KY3484  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KY3484
 KY3484  HORZ ORDER  -  SECOND
 KY3484
 KY3484.The horizontal coordinates were established by classical geodetic methods
 KY3484.and adjusted by the National Geodetic Survey in April 1998..
 KY3484
 KY3484.The orthometric height was scaled from a topographic map.
 KY3484
 KY3484.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3484
 KY3484.The geoid height was determined by GEOID03.
 KY3484
 KY3484;                    North         East     Units Scale Factor Converg.
 KY3484;SPC OH N     -    96,205.229   644,674.296   MT  0.99998259   +0 20 47.0
 KY3484;UTM  17      - 4,487,239.142   417,616.104   MT  0.99968354   -0 37 55.8
 KY3484
 KY3484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3484!SPC OH N     -   0.99994453  x   0.99998259  =   0.99992712
 KY3484!UTM  17      -   0.99994453  x   0.99968354  =   0.99962809
 KY3484
 KY3484|---------------------------------------------------------------------|
 KY3484| PID    Reference Object                     Distance      Geod. Az  |
 KY3484|                                                           dddmmss.s |
 KY3484| AC8526 HARDY AZ MK                         376.256 METERS 04038     |
 KY3484| CD1854 HARDY RM 1                           14.747 METERS 09547     |
 KY3484| CD1855 HARDY RM 2                           17.211 METERS 26957     |
 KY3484|---------------------------------------------------------------------|
 KY3484
 KY3484                          SUPERSEDED SURVEY CONTROL
 KY3484
 KY3484  NAD 83(1986)-  40 31 54.48863(N)    081 58 21.79017(W) AD(       ) 2
 KY3484  NAD 27      -  40 31 54.25680(N)    081 58 22.26138(W) AD(       ) 2
 KY3484
 KY3484.Superseded values are not recommended for survey control.
 KY3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3484.See file dsdata.txt to determine how the superseded data were derived.
 KY3484
 KY3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1761687239(NAD 83)
 KY3484_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3484
 KY3484  HISTORY     - Date     Condition        Report By
 KY3484  HISTORY     - 1959     MONUMENTED       CGS
 KY3484
 KY3484                          STATION DESCRIPTION
 KY3484
 KY3484'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3484'THE STATION IS ABOUT 3.5 MILES WEST OF MILLERSBURG, 2.5 MILES NORTH
 KY3484'OF KILLBUCK, 1.75 MILE NORTH
 KY3484'OF KILLBUCK CREEK, AT THE HEAD OF HARDY RUN CREEK AND IN AN EAST-WEST
 KY3484'PROPERTY LINE FENCE BETWEEN MR.
 KY3484'SETH BOWEN ON THE SOUTH AND MR. RALPH E. WEAVER ON THE
 KY3484'NORTH.
 KY3484'
 KY3484'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE IN
 KY3484'MILLERSBURG, GO WEST ON STATE
 KY3484'HIGHWAY 39 FOR 0.75 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND
 KY3484'GO SOUTH ON HOLMES COUNTY ROUTE 292
 KY3484'FOR 2.7 MILES TO A ROCK SIDE ROAD ON THE LEFT AND THE AZIMUTH
 KY3484'MARK ON THE LEFT AS DESCRIBED BELOW.  TURN
 KY3484'LEFT AND GO SOUTHERLY ON HOLMES COUNTY ROUTE
 KY3484'300 FOR 0.4 MILE TO MR. BOWENS HOME ON THE LEFT.  CONTINUE
 KY3484'SOUTHERLY ON THE ROCK ROAD FOR
 KY3484'0.15 MILE TO A FIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST
 KY3484'ON THE FIELD ROAD FOR 0.15 MILE TO A
 KY3484'FORK IN THE ROAD.  BEAR RIGHT AND GO NORTHWEST ON THE FIELD ROAD FOR
 KY3484'0.2 MILE TO FOUR OIL STORAGE TANKS.
 KY3484'FROM THE TANKS GO NORTH THROUGH THE HAY FIELD FOR
 KY3484'0.1 MILE TO THE EAST-WEST PROPERTY LINE FENCE AND THE
 KY3484'STATION ON THE HIGHEST POINT OF
 KY3484'THE HILL.
 KY3484'
 KY3484'STATION MARKS ARE STANDARD DISKS STAMPED HARDY 1959.  THE SURFACE
 KY3484'DISK IS SET IN A SQUARE
 KY3484'CONCRETE POST WHICH PROJECTS 5 INCHES.  A STANDARD METAL WITNESS POST
 KY3484'WAS SET 2 FEET EAST OF THE MARK.
 KY3484'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 KY3484'30 INCHES BELOW THE SURFACE OF THE GROUND.
 KY3484'
 KY3484'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HARDY NO 1 1959, IS SET
 KY3484'IN A SQUARE CONCRETE POST 4
 KY3484'INCHES.  IT IS 1 FOOT SOUTH OF THE OLD EAST-WEST PROPERTY LINE FENCE.
 KY3484'
 KY3484'REFERENCE MARK NO. 2 A STANDARD DISK STAMPED HARDY NO 2 1959, IS SET
 KY3484'IN A SQUARE CONCRETE POST
 KY3484'WHICH PROJECTS 4 INCHES.  IT IS 1 FOOT SOUTH OF THE OLD EAST-WEST
 KY3484'PROPERTY LINE FENCE.
 KY3484'
 KY3484'AZIMUTH MARK, A STANDARD DISK STAMPED HARDY 1959, IS SET IN A SQUARE
 KY3484'CONCRETE POST WHICH PROJECTS 6
 KY3484'INCHES.  IT IS 47 FEET NORTHEAST OF THE CENTERLINE OF HOLMES COUNTY
 KY3484'ROUTE 300, 17 FEET SOUTHEAST OF THE
 KY3484'CENTERLINE OF HOLMES COUNTY ROUTE 292 AND 2 FEET
 KY3484'SOUTHWEST OF A TELEPHONE POLE.  A STANDARD METAL
 KY3484'WITNESS POST WAS SET 3 FEET NORTHEAST
 KY3484'OF THE MARK.
 KY3484'
 KY3484'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2123 ***********************************************************************
 MB2123  DESIGNATION -  HARDY
 MB2123  PID         -  MB2123
 MB2123  STATE/COUNTY-  OH/LAKE
 MB2123  USGS QUAD   -  PERRY (1994)
 MB2123
 MB2123                         *CURRENT SURVEY CONTROL
 MB2123  ___________________________________________________________________
 MB2123* NAD 83(1995)-  41 46 02.80307(N)    081 13 55.09812(W)     ADJUSTED  
 MB2123* NAVD 88     -       174.     (meters)     571.     (feet)  VERTCON   
 MB2123  ___________________________________________________________________
 MB2123  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 MB2123  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 MB2123
 MB2123  HORZ ORDER  -  THIRD
 MB2123
 MB2123.The horizontal coordinates were established by classical geodetic methods
 MB2123.and adjusted by the National Geodetic Survey in April 1998..
 MB2123.No horizontal observational check was made to the station.
 MB2123
 MB2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2123
 MB2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2123
 MB2123.The geoid height was determined by GEOID03.
 MB2123
 MB2123;                    North         East     Units Scale Factor Converg.
 MB2123;SPC OH N     -   234,057.823   705,436.488   MT  1.00001370   +0 49 58.9
 MB2123;UTM  17      - 4,623,982.467   480,718.859   MT  0.99960457   -0 09 16.3
 MB2123
 MB2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2123!SPC OH N     -   0.99997815  x   1.00001370  =   0.99999185
 MB2123!UTM  17      -   0.99997815  x   0.99960457  =   0.99958273
 MB2123
 MB2123                          SUPERSEDED SURVEY CONTROL
 MB2123
 MB2123  NAD 83(1986)-  41 46 02.81172(N)    081 13 55.10315(W) AD(       ) 3
 MB2123  NAD 27      -  41 46 02.65804(N)    081 13 55.74098(W) AD(       ) 3
 MB2123  NGVD 29 (07/19/86)  174.     (m)          571.     (f) VERT ANG       
 MB2123
 MB2123.Superseded values are not recommended for survey control.
 MB2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2123.See file dsdata.txt to determine how the superseded data were derived.
 MB2123
 MB2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG8071923982(NAD 83)
 MB2123_MARKER: DD = SURVEY DISK
 MB2123_SETTING: 0 = UNSPECIFIED SETTING
 MB2123_STAMPING: HARDY LSC HYDRO 1974
 MB2123_MARK LOGO: USLS  
 MB2123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2123
 MB2123  HISTORY     - Date     Condition        Report By
 MB2123  HISTORY     - 1974     MONUMENTED       USLS
 MB2123  HISTORY     - 19940731 MARK NOT FOUND   USPSQD
 MB2123
 MB2123                          STATION DESCRIPTION
 MB2123
 MB2123'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2123'THIRD ORDER, CLASS II EDM TRAVERSE STATION - POSITIONED DIRECT BY
 MB2123'RANGE/AZIMUTH OBSERVATIONS FROM FAIRPORT LSC 1975
 MB2123'
 MB2123'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF PAINESVILLE, ABOUT
 MB2123'2 MILES EAST OF FAIRPORT HARBOR, IN THE PAINESVILLE TOWNSHIP
 MB2123'PARK, ATOP A CONCRETE AQUADUCT EXTENDING INTO LAKE ERIE.
 MB2123'
 MB2123'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 535
 MB2123'AND EAST STREET IN FAIRPORT HARBOR, PROCEED EAST ON HIGHWAY 535
 MB2123'FOR 2.4 MILES TO HARDY ROAD WHICH INTERSECTS TO THE LEFT,
 MB2123'NORTH.  TURN LEFT, NORTH, AND PROCEED 0.9 MILES TO THE END OF
 MB2123'HARDY ROAD.  TURN LEFT, WEST, INTO THE PAINESVILLE TOWNSHIP PARK,
 MB2123'PROCEED 150 FEET AND PARK.  ON FOOT, PROCEED DIRECTLY TO THE
 MB2123'BLUFF WHICH OVERLOOKS LAKE ERIE AND THE STATION BELOW, ATOP THE
 MB2123'CONCRETE AQUADUCT.
 MB2123'
 MB2123'STATION MARK IS A STANDARD BRONZE DISK SET FLUSH INTO THE
 MB2123'CONCRETE AQUADUCT, STAMPED HARDY LSC HYDRO 1974, AND IS LOCATED
 MB2123'APPROXIMATELY 67 FEET FROM THE SHORE, 2.82 FEET FROM THE NEAREST
 MB2123'EDGE DUE SOUTHWEST, AND 2.63 FEET FROM THE NEAREST EDGE DUE
 MB2123'NORTHEAST.
 MB2123'
 MB2123'NO REFERENCE MARKS WERE SET.  AZIMUTH REFERENCE MAY BE
 MB2123'OBTAINED FROM KNOWN OBJECTS IN FAIRPORT HARBOR.  THE STATION
 MB2123'AFFORDS UNOBSTRUCTED VISIBILITY TO ALL POINTS SEAWARD.
 MB2123
 MB2123                          STATION RECOVERY (1994)
 MB2123
 MB2123'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8526 ***********************************************************************
 AC8526  SACS        -  This is a Secondary Airport Control Station.
 AC8526  DESIGNATION -  HARDY AZ MK
 AC8526  PID         -  AC8526
 AC8526  STATE/COUNTY-  OH/HOLMES
 AC8526  USGS QUAD   -  MILLERSBURG (1994)
 AC8526
 AC8526                         *CURRENT SURVEY CONTROL
 AC8526  ___________________________________________________________________
 AC8526* NAD 83(1995)-  40 32 03.73979(N)    081 58 11.37491(W)     ADJUSTED  
 AC8526* NAVD 88     -       379.24   (meters)    1244.2    (feet)  GPS OBS   
 AC8526  ___________________________________________________________________
 AC8526  X           -     678,163.900 (meters)                     COMP
 AC8526  Y           -  -4,807,017.063 (meters)                     COMP
 AC8526  Z           -   4,123,486.369 (meters)                     COMP
 AC8526  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AC8526  ELLIP HEIGHT-         346.01  (meters)          (10/07/05) GPS OBS
 AC8526  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 AC8526
 AC8526  HORZ ORDER  -  FIRST
 AC8526  ELLP ORDER  -  FOURTH    CLASS II
 AC8526
 AC8526.This mark is at Holmes County Airport (10G)
 AC8526
 AC8526.The horizontal coordinates were established by GPS observations
 AC8526.and adjusted by the National Geodetic Survey in May 1997..
 AC8526
 AC8526.The orthometric height was determined by GPS observations and a
 AC8526.high-resolution geoid model.
 AC8526
 AC8526.GPS derived orthometric heights for airport stations designated as
 AC8526.PACS or SACS are published to 2 decimal places.  This maintains
 AC8526.centimeter relative accuracy between the PACS and SACS.  It does
 AC8526.not indicate centimeter accuracy relative to other marks which are
 AC8526.part of the NAVD 88 network.
 AC8526
 AC8526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8526
 AC8526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8526
 AC8526.The ellipsoidal height was determined by GPS observations
 AC8526.and is referenced to NAD 83.
 AC8526
 AC8526.The geoid height was determined by GEOID03.
 AC8526
 AC8526;                    North         East     Units Scale Factor Converg.
 AC8526;SPC OH N     -    96,492.216   644,917.611   MT  0.99998218   +0 20 53.9
 AC8526;UTM  17      - 4,487,521.847   417,864.211   MT  0.99968304   -0 37 49.2
 AC8526
 AC8526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8526!SPC OH N     -   0.99994572  x   0.99998218  =   0.99992791
 AC8526!UTM  17      -   0.99994572  x   0.99968304  =   0.99962878
 AC8526
 AC8526                          SUPERSEDED SURVEY CONTROL
 AC8526
 AC8526  ELLIP H (05/15/97)  346.02   (m)                       GP(       ) 4 2
 AC8526
 AC8526.Superseded values are not recommended for survey control.
 AC8526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8526.See file dsdata.txt to determine how the superseded data were derived.
 AC8526
 AC8526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME1786487522(NAD 83)
 AC8526_MARKER: DZ = AZIMUTH MARK DISK
 AC8526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8526_STAMPING: HARDY 1959
 AC8526_MARK LOGO: CGS   
 AC8526_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8526+STABILITY: SURFACE MOTION
 AC8526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8526+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1995
 AC8526
 AC8526  HISTORY     - Date     Condition        Report By
 AC8526  HISTORY     - 1959     MONUMENTED       CGS
 AC8526  HISTORY     - 19950816 GOOD             NGS
 AC8526
 AC8526                          STATION DESCRIPTION
 AC8526
 AC8526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC8526'THE STATION IS LOCATED ABOUT 5.30 KM (3.30 MI) SOUTHWEST OF
 AC8526'MILLERSBURG, ALONG COUNTY ROAD 292, ABOUT 1.3 KM (0.80 MI) WEST OF THE
 AC8526'AIRPORT ENTRANCE ROAD, NEAR THE EAST CORNER OF THE TEE JUNCTION OF
 AC8526'COUNTY ROADS 292 AND HARDY T 90, ON A BANK ABOUT 0.5 M (1.6 FT) ABOVE
 AC8526'THE ROAD, BETWEEN A UTILITY POLE AND FENCE.  OWNERSHIP--OHIO
 AC8526'DEPARTMENT OF TRANSPORTATION.  NOTE--THIS STATION WAS SELECTED AS A
 AC8526'(SACS) .  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 62
 AC8526'AND STATE HIGHWAYS 39 AND 83 IN MILLERSBURG, GO WEST 1.23 KM (0.75 MI)
 AC8526'ON HIGHWAY 39 TO A ROAD LEFT WITH AIRPORT SIGN.  TURN LEFT, SOUTH,
 AC8526'3.17 KM (1.95 MI) ALONG WINDING ROAD, (COUNTY 292) TO THE AIRPORT
 AC8526'ENTRANCE ROAD ON THE LEFT.  CONTINUE WEST 1.35 KM (0.85 MI) TO THE TEE
 AC8526'JUNCTION AND THE STATION NEAR THE EAST CORNER OF THE JUNCTION.
 AC8526'STATION IS 13.5 M (44.3 FT) NORTHEAST OF HARDY T 90 CENTER, 6.8 M
 AC8526'(22.3 FT) SOUTHEAST OF 292 CENTER, 1.3 M (4.3 FT) WEST OF A UTILITY
 AC8526'POLE WITH 2 GUY WIRES AND AN EQUIPMENT CROSSING SIGN, 0.9 M (3.0 FT)
 AC8526'SOUTHWEST OF A METAL WITNESS POST, 0.8 M (2.6 FT) EAST OF A WITNESS
 AC8526'POST AND FENCE, AND THE MONUMENT IS 0.5 M (1.6 FT) ABOVE THE LEVEL OF
 AC8526'292 AND PROJECTING 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AC8526'NOTE--THIS STATION SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1342 ***********************************************************************
 MC1342  DESIGNATION -  HARLEY
 MC1342  PID         -  MC1342
 MC1342  STATE/COUNTY-  OH/SANDUSKY
 MC1342  USGS QUAD   -  LINDSEY (1969)
 MC1342
 MC1342                         *CURRENT SURVEY CONTROL
 MC1342  ___________________________________________________________________
 MC1342* NAD 83(1995)-  41 22 39.62977(N)    083 13 20.75483(W)     ADJUSTED  
 MC1342* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 MC1342  ___________________________________________________________________
 MC1342  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 MC1342  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC1342
 MC1342  HORZ ORDER  -  FIRST
 MC1342
 MC1342.The horizontal coordinates were established by classical geodetic methods
 MC1342.and adjusted by the National Geodetic Survey in April 1998..
 MC1342
 MC1342.The orthometric height was scaled from a topographic map.
 MC1342
 MC1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1342
 MC1342.The geoid height was determined by GEOID03.
 MC1342
 MC1342;                    North         East     Units Scale Factor Converg.
 MC1342;SPC OH N     -   190,252.646   539,569.821   MT  0.99995374   -0 28 28.6
 MC1342;UTM  17      - 4,583,067.124   314,155.089   MT  1.00002507   -1 28 10.2
 MC1342
 MC1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1342!SPC OH N     -   0.99997358  x   0.99995374  =   0.99992732
 MC1342!UTM  17      -   0.99997358  x   1.00002507  =   0.99999865
 MC1342
 MC1342:                Primary Azimuth Mark                     Grid Az
 MC1342:SPC OH N     -  SAND                                     020 56 28.6
 MC1342:UTM  17      -  SAND                                     021 56 10.2
 MC1342
 MC1342|---------------------------------------------------------------------|
 MC1342| PID    Reference Object                     Distance      Geod. Az  |
 MC1342|                                                           dddmmss.s |
 MC1342| MC1271 SAND                                APPROX.27.9 KM 0202800.0 |
 MC1342| MC1278 OAK HARBOR WATER TANK               APPROX.16.2 KM 0221452.5 |
 MC1342| MC1275 CAMP PERRY ERIE ORD DEPOT STK       APPROX.24.3 KM 0412317.7 |
 MC1342| MC1259 PORT CLINTON COURTHOUSE             APPROX.27.8 KM 0580139.6 |
 MC1342| MC1329 FREMONT COURTHOUSE                  APPROX. 9.3 KM 1114349.6 |
 MC1342| MC1328 FREMONT ST JOSEPHS CH SPIRE         APPROX. 9.3 KM 1115703.4 |
 MC1342| MC1331 FREMONT FIRST PRESB CH SPIRE        APPROX. 9.5 KM 1120539.2 |
 MC1342| MC1352 BETTSVILLE WATER TANK               APPROX.17.2 KM 1770931.4 |
 MC1342| CE6689 HARLEY RM 1                          53.870 METERS 19754     |
 MC1342| MC1357 CHURCH SPIRE SW OF STA HARLEY       APPROX.12.7 KM 2123644.6 |
 MC1342| CE6690 HARLEY RM 2                         111.158 METERS 27826     |
 MC1342| CE6691 HARLEY RM 3                         107.488 METERS 35338     |
 MC1342|---------------------------------------------------------------------|
 MC1342
 MC1342                          SUPERSEDED SURVEY CONTROL
 MC1342
 MC1342  NAD 83(1995)-  41 22 39.63800(N)    083 13 20.76171(W) AD(       ) 1
 MC1342  NAD 83(1986)-  41 22 39.63201(N)    083 13 20.76846(W) AD(       ) 1
 MC1342  NAD 27      -  41 22 39.44500(N)    083 13 21.05000(W) AD(       ) 1
 MC1342
 MC1342.Superseded values are not recommended for survey control.
 MC1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1342.See file dsdata.txt to determine how the superseded data were derived.
 MC1342
 MC1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF1415583067(NAD 83)
 MC1342_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1342_MARK LOGO: CGS   
 MC1342
 MC1342  HISTORY     - Date     Condition        Report By
 MC1342  HISTORY     - 1928     MONUMENTED       CGS
 MC1342
 MC1342                          STATION DESCRIPTION
 MC1342
 MC1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 MC1342'ABOUT 5-3/4 MILES WEST AND 2 MILES NORTH OF FREMONT, 3 MILES SOUTH OF
 MC1342'LINDSEY, AT A T-ROAD
 MC1342'INTERSECTION, ON LAND OWNED BY MRS. SADIE HARLEY.  IT
 MC1342'IS IN THE SOUTH CORNER
 MC1342'FORMED BY THE NORTH-AND-SOUTH SECTION-LINE
 MC1342'ROAD, AND THE LANE TO MRS. HARLEYS HOUSE
 MC1342'AND ABOUT 10 METERS
 MC1342'NORTH OF A LARGE TREE.
 MC1342'
 MC1342'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MC1342'DISKS SET IN
 MC1342'CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A, RESPECTIVELY.
 MC1342'
 MC1342'HEIGHT OF SIGNAL ABOVE STATION MARK - 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2885 ***********************************************************************
 MB2885  DESIGNATION -  HARPER
 MB2885  PID         -  MB2885
 MB2885  STATE/COUNTY-  OH/SUMMIT
 MB2885  USGS QUAD   -  AKRON WEST (1994)
 MB2885
 MB2885                         *CURRENT SURVEY CONTROL
 MB2885  ___________________________________________________________________
 MB2885* NAD 83(1995)-  41 05 08.06070(N)    081 33 03.32916(W)     ADJUSTED  
 MB2885* NAVD 88     -       338.9    (meters)    1112.     (feet)  VERTCON   
 MB2885  ___________________________________________________________________
 MB2885  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 MB2885  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB2885
 MB2885  HORZ ORDER  -  FIRST
 MB2885
 MB2885.The horizontal coordinates were established by classical geodetic methods
 MB2885.and adjusted by the National Geodetic Survey in April 1998..
 MB2885
 MB2885.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2885
 MB2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2885
 MB2885.The geoid height was determined by GEOID03.
 MB2885
 MB2885;                    North         East     Units Scale Factor Converg.
 MB2885;SPC OH N     -   157,997.610   679,740.834   MT  0.99993919   +0 37 24.6
 MB2885;UTM  17      - 4,548,402.690   453,726.262   MT  0.99962635   -0 21 43.4
 MB2885
 MB2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2885!SPC OH N     -   0.99995208  x   0.99993919  =   0.99989128
 MB2885!UTM  17      -   0.99995208  x   0.99962635  =   0.99957845
 MB2885
 MB2885:                Primary Azimuth Mark                     Grid Az
 MB2885:SPC OH N     -  AKRON FIRST UNITE C OF C SPIRE           053 59 19.0
 MB2885:UTM  17      -  AKRON FIRST UNITE C OF C SPIRE           054 58 27.0
 MB2885
 MB2885|---------------------------------------------------------------------|
 MB2885| PID    Reference Object                     Distance      Geod. Az  |
 MB2885|                                                           dddmmss.s |
 MB2885| MB2907 AKRON FIRST UNITE C OF C SPIRE      APPROX. 0.8 KM 0543643.6 |
 MB2885| MB2884 AKRON WOOSTER AVE MUN TANK          APPROX. 1.7 KM 1830426.3 |
 MB2885| MB2880 AKRON WOOSTER AVE MUN SPIPE         APPROX. 1.7 KM 1841340.8 |
 MB2885|---------------------------------------------------------------------|
 MB2885
 MB2885                          SUPERSEDED SURVEY CONTROL
 MB2885
 MB2885  NAD 83(1986)-  41 05 08.06770(N)    081 33 03.33255(W) AD(       ) 1
 MB2885  NAD 27      -  41 05 07.87121(N)    081 33 03.89970(W) AD(       ) 1
 MB2885  NGVD 29 (07/19/86)  339.1    (m)         1113.     (f) VERT ANG       
 MB2885
 MB2885.Superseded values are not recommended for survey control.
 MB2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2885.See file dsdata.txt to determine how the superseded data were derived.
 MB2885
 MB2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5372648403(NAD 83)
 MB2885_MARKER: Z = SEE DESCRIPTION
 MB2885_SETTING: 0 = UNSPECIFIED SETTING
 MB2885_STAMPING: HARPER
 MB2885_MARK LOGO: OH0070
 MB2885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2885
 MB2885  HISTORY     - Date     Condition        Report By
 MB2885  HISTORY     - 1963     MONUMENTED       OH0070
 MB2885
 MB2885                          STATION DESCRIPTION
 MB2885
 MB2885'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB2885'THE STATION IS ABOUT 1-3/4 MILES WEST OF DOWNTOWN AKRON, 0.1 MILE
 MB2885'NORTH OF THE
 MB2885'INTERSECTION OF COPLEY ROAD AND MADISON AVENUE AND ON THE
 MB2885'ROOF OF THE EMANUEL E.U.B.
 MB2885'CHURCH AT 458 MADISON AVENUE.  IT IS 38 FEET
 MB2885'WEST OF THE INSIDE OF THE EAST COPING OF THE
 MB2885'ROOF, AND 4 FEET NORTH OF
 MB2885'THE INSIDE OF THE SOUTH COPING.  THE MARK IS A CITY OF AKRON
 MB2885'DISK SET IN THE
 MB2885'TOP OF AN 8 INCH CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE
 MB2885'ROOF AND IS STAMPED
 MB2885'HARPER.
 MB2885'
 MB2885'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2069 ***********************************************************************
 MB2069  DESIGNATION -  HARRINGTON
 MB2069  PID         -  MB2069
 MB2069  STATE/COUNTY-  OH/ASHTABULA
 MB2069  USGS QUAD   -  CONNEAUT (1996)
 MB2069
 MB2069                         *CURRENT SURVEY CONTROL
 MB2069  ___________________________________________________________________
 MB2069* NAD 83(1995)-  41 57 17.23021(N)    080 35 48.02565(W)     ADJUSTED  
 MB2069* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 MB2069  ___________________________________________________________________
 MB2069  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 MB2069  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 MB2069
 MB2069  HORZ ORDER  -  THIRD
 MB2069
 MB2069.The horizontal coordinates were established by classical geodetic methods
 MB2069.and adjusted by the National Geodetic Survey in April 1998..
 MB2069.No horizontal observational check was made to the station.
 MB2069
 MB2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2069
 MB2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2069
 MB2069.The geoid height was determined by GEOID03.
 MB2069
 MB2069;                    North         East     Units Scale Factor Converg.
 MB2069;SPC OH N     -   255,822.073   757,800.406   MT  1.00005909   +1 15 01.4
 MB2069;UTM  17      - 4,644,834.859   533,426.182   MT  0.99961375   +0 16 10.7
 MB2069
 MB2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2069!SPC OH N     -   0.99997786  x   1.00005909  =   1.00003695
 MB2069!UTM  17      -   0.99997786  x   0.99961375  =   0.99959162
 MB2069
 MB2069                          SUPERSEDED SURVEY CONTROL
 MB2069
 MB2069  NAD 83(1986)-  41 57 17.23228(N)    080 35 48.02716(W) AD(       ) 3
 MB2069  NAD 27      -  41 57 17.01850(N)    080 35 48.72724(W) AD(       ) 3
 MB2069  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 MB2069
 MB2069.Superseded values are not recommended for survey control.
 MB2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2069.See file dsdata.txt to determine how the superseded data were derived.
 MB2069
 MB2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG3342644835(NAD 83)
 MB2069_MARKER: DD = SURVEY DISK
 MB2069_SETTING: 0 = UNSPECIFIED SETTING
 MB2069_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB2069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2069
 MB2069  HISTORY     - Date     Condition        Report By
 MB2069  HISTORY     - 1974     MONUMENTED       USLS
 MB2069  HISTORY     - 19931115 POOR             OHDT
 MB2069  HISTORY     - 19960704 MARK NOT FOUND   USPSQD
 MB2069
 MB2069                          STATION DESCRIPTION
 MB2069
 MB2069'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2069'THIRD ORDER, CLASS II EODM TRAVERSE STATION - POSITIONED DIRECT BY
 MB2069'RANGE/AZIMUTH OBSERVATIONS FROM CONN LSC 1974
 MB2069'
 MB2069'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF CONNEAUT,
 MB2069'ATOP A RETAINING WALL OVERLOOKING LAKE ERIE AT THE FOOT OF
 MB2069'HARRINGTON POINT DRIVE.
 MB2069'
 MB2069'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 193
 MB2069'AND STATE HIGHWAY 531 NEAR NORTH KINGSVILLE, PROCEED EAST ON
 MB2069'HIGHWAY 531 FOR 5.7 MILES TO HARRINGTON POINT DRIVE WHICH
 MB2069'INTERSECTS FROM THE LEFT, NORTH.  TURN LEFT AND PROCEED TO THE
 MB2069'BOTTOM OF THE ROAD WHERE THE ROAD TURNS SHARPLY LEFT, WEST.  ON
 MB2069'FOOT, PROCEED EAST OF THE BEACH AREA TO A CONCRETE RETAINING
 MB2069'WALL AND THE STATION AT THE NORTH END.
 MB2069'
 MB2069'STATION MARK IS A STANDARD BLANK BRONZE DISK EPOXIED FLUSH TO
 MB2069'THE TOP OF THE CONCRETE RETAINING WALL, STAMPED HARRINGTON LSC
 MB2069'HYDRO 1974, AND LOCATED 10.07 FEET FROM THE NORTHWEST CORNER OF
 MB2069'THE WALL, 9.97 FEET FROM THE NORTHEAST CORNER OF THE WALL,
 MB2069'1.90 FEET FROM THE NEAREST WESTERN EDGE, AND 2.10 FEET FROM THE
 MB2069'NEAREST EASTERN EDGE.
 MB2069'
 MB2069'NO REFERENCE MARKS WERE SET.  AZIMUTH REFERENCE MAY BE OBTAINED
 MB2069'FROM KNOWN OBJECTS IN CONNEAUT HARBOR.  VISIBILITY IS EXCELLENT
 MB2069'TO THE SEA AND EAST.
 MB2069
 MB2069                          STATION RECOVERY (1993)
 MB2069
 MB2069'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB2069'--------REPORT BY OHDT--------YEAR 1993---------CONDITION - GOOD
 MB2069' 
 MB2069'39.9' NW OF 3" ALUMINUM FLAGPOLE, 3.8' NORTH FROM 4" STEEL LIGHTPOLE,
 MB2069'59' NE OF 10" WILLOW, NOTE--STAMPING WORN OFF.
 MB2069
 MB2069                          STATION RECOVERY (1996)
 MB2069
 MB2069'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB2069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3326 ***********************************************************************
 KY3326  DESIGNATION -  HARRISBURG MOLLY STARK SAN TK
 KY3326  PID         -  KY3326
 KY3326  STATE/COUNTY-  OH/STARK
 KY3326  USGS QUAD   -  LIMAVILLE (1994)
 KY3326
 KY3326                         *CURRENT SURVEY CONTROL
 KY3326  ___________________________________________________________________
 KY3326* NAD 83(1995)-  40 52 53.32193(N)    081 14 53.23204(W)     ADJUSTED  
 KY3326* NAVD 88     -                                                        
 KY3326  ___________________________________________________________________
 KY3326  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 KY3326  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KY3326
 KY3326  HORZ ORDER  -  THIRD
 KY3326
 KY3326.The horizontal coordinates were established by classical geodetic methods
 KY3326.and adjusted by the National Geodetic Survey in April 1998..
 KY3326
 KY3326
 KY3326.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3326
 KY3326.The geoid height was determined by GEOID03.
 KY3326
 KY3326;                    North         East     Units Scale Factor Converg.
 KY3326;SPC OH N     -   135,656.924   705,506.113   MT  0.99994440   +0 49 20.7
 KY3326;UTM  17      - 4,525,629.791   479,095.383   MT  0.99960538   -0 09 44.6
 KY3326
 KY3326                          SUPERSEDED SURVEY CONTROL
 KY3326
 KY3326  NAD 83(1986)-  40 52 53.32793(N)    081 14 53.23494(W) AD(       ) 4
 KY3326  NAD 27      -  40 52 53.11453(N)    081 14 53.86541(W) AD(       ) 3
 KY3326
 KY3326.Superseded values are not recommended for survey control.
 KY3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3326.See file dsdata.txt to determine how the superseded data were derived.
 KY3326
 KY3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7909525630(NAD 83)
 KY3326
 KY3326  HISTORY     - Date     Condition        Report By
 KY3326  HISTORY     - 1950     MONUMENTED       CGS
 KY3326  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KY3326  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KY3326  HISTORY     - 19930427 MARK NOT FOUND   OHDT
 KY3326
 KY3326                          STATION DESCRIPTION
 KY3326
 KY3326'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3326'LOCATED ABOUT 1.3 MILES SOUTHWEST OF HARRISBURG ON THE SOUTH
 KY3326'SIDE OF U.S.
 KY3326'HIGHWAY NO 62 AND ON THE GROUNDS OF THE MOLLY STARK SANATORIUM.  IT
 KY3326'IS ABOUT 0.05 MILE EAST OF THE MAIN
 KY3326'BUILDING AND JUST SOUTHWEST OF THE POWER PLANT.  IT IS A
 KY3326'FOUR LEGGED STEEL STRUCTURE ABOUT 110 FEET
 KY3326'HIGH.  THE ENTIRE STRUCTURE IS PAINTED
 KY3326'ALUMINUM.  POINT OBSERVED UPON, FINIAL ON THE APEX OF THE
 KY3326'TANK ROOF.
 KY3326
 KY3326                          STATION RECOVERY (1962)
 KY3326
 KY3326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
 KY3326'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KY3326
 KY3326                          STATION RECOVERY (1977)
 KY3326
 KY3326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3326'THE STATION WAS RECOVERED, WITH PREVIOUS DESCRIPTION IN QUAD
 KY3326'400811-1047.
 KY3326'
 KY3326'THE STATION IS THE BALL TOP CENTER OF THE HARRISBURG MOLLY
 KY3326'STARK SANATORIUM WATER TANK.  THE TANK HAS A CYLINDRICAL
 KY3326'BODY WITH A CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED
 KY3326'BY FOUR STEEL TRUSS-WORK LEGS.  IT IS SILVER IN COLOR AND
 KY3326'APPROXIMATELY 130 FEET HIGH.
 KY3326'
 KY3326'IT IS LOCATED ABOUT 1.3 MILES SOUTHWEST OF HARRISBURG, ON THE
 KY3326'GROUNDS OF THE MOLLY STARK SANATORIUM, ABOUT 0.05 MILE EAST OF
 KY3326'THE MAIN BUILDING AND 0.1 MILE SOUTHEAST OF COLUMBUS ROAD, OLD
 KY3326'U.S. HIGHWAY 62.
 KY3326'
 KY3326'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 KY3326
 KY3326                          STATION RECOVERY (1993)
 KY3326
 KY3326'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (SJ)
 KY3326'--------REPORT BY ODOT-------YEAR 1993--------CONDITION - DESTROYED
 KY3326' 
 KY3326'NOTE*** TANK HAS BEEN REPLACED BY A NEW TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3356 ***********************************************************************
 KY3356  DESIGNATION -  HARRISBURG NURSING HOME TANK
 KY3356  PID         -  KY3356
 KY3356  STATE/COUNTY-  OH/STARK
 KY3356  USGS QUAD   -  HARTVILLE (1994)
 KY3356
 KY3356                         *CURRENT SURVEY CONTROL
 KY3356  ___________________________________________________________________
 KY3356* NAD 83(1995)-  40 52 49.21892(N)    081 15 00.42371(W)     ADJUSTED  
 KY3356* NAVD 88     -                                                        
 KY3356  ___________________________________________________________________
 KY3356  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KY3356  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KY3356
 KY3356  HORZ ORDER  -  THIRD
 KY3356
 KY3356.The horizontal coordinates were established by classical geodetic methods
 KY3356.and adjusted by the National Geodetic Survey in April 1998..
 KY3356
 KY3356
 KY3356.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3356
 KY3356.The geoid height was determined by GEOID03.
 KY3356
 KY3356;                    North         East     Units Scale Factor Converg.
 KY3356;SPC OH N     -   135,527.961   705,339.577   MT  0.99994446   +0 49 16.0
 KY3356;UTM  17      - 4,525,503.752   478,926.712   MT  0.99960547   -0 09 49.3
 KY3356
 KY3356                          SUPERSEDED SURVEY CONTROL
 KY3356
 KY3356  NAD 83(1986)-  40 52 49.22502(N)    081 15 00.42612(W) AD(       ) 4
 KY3356  NAD 27      -  40 52 49.01080(N)    081 15 01.05182(W) AD(       ) 3
 KY3356
 KY3356.Superseded values are not recommended for survey control.
 KY3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3356.See file dsdata.txt to determine how the superseded data were derived.
 KY3356
 KY3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7892725504(NAD 83)
 KY3356_MARKER: Z = SEE DESCRIPTION
 KY3356_SETTING: 0 = UNSPECIFIED SETTING
 KY3356_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3356
 KY3356  HISTORY     - Date     Condition        Report By
 KY3356  HISTORY     - 1977     MONUMENTED       NGS
 KY3356  HISTORY     - 19930427 GOOD             OHDT
 KY3356  HISTORY     - 19991030 GOOD             USPSQD
 KY3356
 KY3356                          STATION DESCRIPTION
 KY3356
 KY3356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3356'THE STATION IS THE APEX OF VENT ATOP THE HARRISBURG JOSEPH T.
 KY3356'NIST GERIATRIC NURSING HOME WATER TANK.  IT IS A SPHEROID
 KY3356'SHAPED TANK SUPPORTED BY A SINGLE COLUMN.  IT IS SILVER IN
 KY3356'COLOR AND APPROXIMATELY 130 FEET HIGH.
 KY3356'
 KY3356'IT IS LOCATED ABOUT 1.4 MILES SOUTHWEST OF HARRISBURG, 0.1 MILE
 KY3356'SOUTHEAST OF COLUMBUS ROAD (OLD U.S. HIGHWAY 62), AND 200 FEET
 KY3356'EAST OF THE NURSING HOME.
 KY3356'
 KY3356'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 KY3356
 KY3356                          STATION RECOVERY (1993)
 KY3356
 KY3356'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (SJ)
 KY3356'---------REPORT BY ODOT --------YEAR 1993-------CONDITION - GOOD---
 KY3356
 KY3356                          STATION RECOVERY (1999)
 KY3356
 KY3356'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY3356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1382 ***********************************************************************
 MC1382  DESIGNATION -  HARRISON
 MC1382  PID         -  MC1382
 MC1382  STATE/COUNTY-  OH/HENRY
 MC1382  USGS QUAD   -  MC CLURE (1971)
 MC1382
 MC1382                         *CURRENT SURVEY CONTROL
 MC1382  ___________________________________________________________________
 MC1382* NAD 83(1995)-  41 18 37.42475(N)    083 59 57.72500(W)     ADJUSTED  
 MC1382* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 MC1382  ___________________________________________________________________
 MC1382  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 MC1382  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC1382
 MC1382  HORZ ORDER  -  THIRD
 MC1382
 MC1382.The horizontal coordinates were established by classical geodetic methods
 MC1382.and adjusted by the National Geodetic Survey in April 1998..
 MC1382
 MC1382.The orthometric height was scaled from a topographic map.
 MC1382
 MC1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1382
 MC1382.The geoid height was determined by GEOID03.
 MC1382
 MC1382;                    North         East     Units Scale Factor Converg.
 MC1382;SPC OH N     -   183,609.843   474,456.755   MT  0.99994809   -0 59 06.0
 MC1382;UTM  17      - 4,577,555.323   248,920.721   MT  1.00037591   -1 58 51.7
 MC1382;UTM  16      - 4,577,558.984   751,185.092   MT  1.00037656   +1 58 54.7
 MC1382
 MC1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1382!SPC OH N     -   0.99997280  x   0.99994809  =   0.99992089
 MC1382!UTM  17      -   0.99997280  x   1.00037591  =   1.00034870
 MC1382!UTM  16      -   0.99997280  x   1.00037656  =   1.00034935
 MC1382
 MC1382|---------------------------------------------------------------------|
 MC1382| PID    Reference Object                     Distance      Geod. Az  |
 MC1382|                                                           dddmmss.s |
 MC1382| MC0632 TAYLOR                              256.150 METERS 00207     |
 MC1382| CE6693 HARRISON RM 2                        30.943 METERS 02309     |
 MC1382| MC1045 GRELTON                             APPROX. 3.9 KM 0245918.2 |
 MC1382| CE6373 PEACE EVAN LUTH CH SPIRE                           1520030.6 |
 MC1382| CE6692 HARRISON RM 1                        30.767 METERS 15927     |
 MC1382| MC1381 COUCH                               APPROX. 0.6 KM 1760555.9 |
 MC1382|---------------------------------------------------------------------|
 MC1382
 MC1382                          SUPERSEDED SURVEY CONTROL
 MC1382
 MC1382  NAD 83(1995)-  41 18 37.43335(N)    083 59 57.72920(W) AD(       ) 3
 MC1382  NAD 83(1986)-  41 18 37.43531(N)    083 59 57.73435(W) AD(       ) 3
 MC1382  NAD 27      -  41 18 37.25000(N)    083 59 57.92700(W) AD(       ) 3
 MC1382
 MC1382.Superseded values are not recommended for survey control.
 MC1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1382.See file dsdata.txt to determine how the superseded data were derived.
 MC1382
 MC1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF4892177555(NAD 83)
 MC1382_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1382
 MC1382  HISTORY     - Date     Condition        Report By
 MC1382  HISTORY     - 1947     MONUMENTED       CGS
 MC1382  HISTORY     - 1963     GOOD             CGS
 MC1382  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 MC1382  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC1382  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1382
 MC1382                          STATION DESCRIPTION
 MC1382
 MC1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MC1382'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF NAPOLEON AND ABOUT 5
 MC1382'MILES SOUTHWEST OF
 MC1382'MCCLURE ON LAND OWNED BY EMILY HARRISON.  IT IS 95 FEET SOUTH OF AN
 MC1382'EAST-WEST FENCELINE, 79 FEET WEST OF
 MC1382'THE CENTER OF A PAVED ROAD, 44 FEET WEST OF A NORTH-SOUTH
 MC1382'FENCELINE, 37 FEET EAST OF AN 18 INCH APPLE
 MC1382'TREE AND 15 FEET NORTH OF A EAST-WEST FENCELINE.
 MC1382'THE MARK IS 36 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 MC1382'DISK IS STAMPED HARRISON 1947.
 MC1382'
 MC1382'REFERENCE MARK NO. 1 IS 100.94 FEET SOUTHEAST OF THE STATION.  IT IS
 MC1382'34 FEET NORTHEAST OF THE NORTHEAST
 MC1382'CORNER OF A HOUSE AND 1 FOOT NORTH OF A EAST-WEST FENCELINE.  THE
 MC1382'MARK PROJECTS 2 INCHES AND THE DISK
 MC1382'IS STAMPED HARRISON NO 1 1947.
 MC1382'
 MC1382'REFERENCE MARK NO. 2 IS 101.52 FEET NORTHEAST OF THE STATION.  IT IS
 MC1382'45 FEET WEST OF THE CENTER OF A
 MC1382'PAVED ROAD, 2 FEET SOUTH OF A FENCELINE AND 2 FEET WEST OF A
 MC1382'FENCELINE.  THE MARK PROJECTS 4
 MC1382'INCHES AND THE DISK IS STAMPED HARRISON NO 2 1947.
 MC1382'
 MC1382'STATION TAYLOR IS 0.2 MILE NORTH OF THE STATION AND WAS USED AS THE
 MC1382'AZIMUTH MARK.  IT IS 41 FEET WEST
 MC1382'OF THE CENTER OF A PAVED ROAD, 20 FEET NORTH OF THE CENTER OF A
 MC1382'GRAVEL ROAD, 12 FEET NORTHWEST OF
 MC1382'THE NORTHWEST EDGE OF CONCRETE CULVERT ABUTMENT AND 4 FEET
 MC1382'NORTHWEST OF A FENCE CORNER.  THE MARK
 MC1382'PROJECTS 2 INCHES AND THE DISK IS STAMPED TAYLOR
 MC1382'1947.
 MC1382'
 MC1382'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 6, OHIO
 MC1382'HIGHWAY NO. 65 AND THE
 MC1382'RAILROAD CROSSING IN MCCLURE, GO SOUTH ON OHIO HIGHWAY NO. 65 FOR 4
 MC1382'MILES TO A CROSSROADS, TURN RIGHT
 MC1382'AND GO WEST FOR 3 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH
 MC1382'FOR 0.2 MILE TO THE STATION ON THE RIGHT
 MC1382'AS DESCRIBED.
 MC1382'
 MC1382'TO REACH STATION TAYLOR FROM STATION HARRISON GO NORTH ON PAVED ROAD
 MC1382'FOR 0.2 MILE TO A CROSSROAD
 MC1382'AND THE STATION IN THE NORTHWEST ANGLE.
 MC1382'
 MC1382'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MC1382
 MC1382                          STATION RECOVERY (1963)
 MC1382
 MC1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1382'STATION MARK AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.  THE
 MC1382'DISTANCE TO R.M. 1 WAS VERIFIED.  R.M. 2 WAS DESTROYED WHEN THE
 MC1382'DRAINAGE DITCH WAS WIDENED.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 MC1382'WITH THE FOLLOWING EXCEPTION, ALL THE FENCES HAVE BEEN REMOVED.
 MC1382
 MC1382                          STATION RECOVERY (1980)
 MC1382
 MC1382'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RWW)
 MC1382'HOUSE HAS BEEN REMOVED AND NEW HOUSE BUILT.  PROBED FOR R.M. NO. 1
 MC1382'AND STA. MARK. COULD NOT LOCATED. STA. IS PROBABLY GOOD, IF IT COULD
 MC1382'BE LOCATED.
 MC1382'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MI S. OF GRELTON,
 MC1382'OHIO.
 MC1382
 MC1382                          STATION RECOVERY (1980)
 MC1382
 MC1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MC1382'A LONG SEARCH WAS MADE AT THE STATION SITE BUT NOTHING WAS FOUND.  THE
 MC1382'AZIMUTH MARK TAYLOR AND TAYLOR 2 WERE FOUND IN GOOD
 MC1382'CONDITION.  ANOTHER SEARCH WILL BE MADE AT A LATER DATE.
 MC1382
 MC1382                          STATION RECOVERY (1984)
 MC1382
 MC1382'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1382'HARRISON 1947 SEE BELOW.
 MC1382'
 MC1382'FORRRRRGETTTTT IT B-I-G DOGS ON LOOSE.  THE PAY IS NOT THAT GOOD.
 MC1382'GOOD THING WE CHECKED STATION TAYLOR FIRST, BECAUSE THEY CHASED US
 MC1382'ALL
 MC1382'THE WAY TO NEXT MARK.
 MC1382'
 MC1382'(I LL BE DAMN IF I LL GIVE THEM MY LUNCH JUST TO CHECK ON A GEODETIC
 MC1382'MARK HA HA).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3403 ***********************************************************************
 JZ3403  FBN         -  This is a Federal Base Network Control Station.
 JZ3403  PACS        -  This is a Primary Airport Control Station.
 JZ3403  DESIGNATION -  HARRISON
 JZ3403  PID         -  JZ3403
 JZ3403  STATE/COUNTY-  OH/HAMILTON
 JZ3403  USGS QUAD   -  HARRISON (1996)
 JZ3403
 JZ3403                         *CURRENT SURVEY CONTROL
 JZ3403  ___________________________________________________________________
 JZ3403* NAD 83(1995)-  39 15 17.22170(N)    084 46 26.18660(W)     ADJUSTED  
 JZ3403* NAVD 88     -       177.06   (meters)     580.9    (feet)  RESET     
 JZ3403  ___________________________________________________________________
 JZ3403  X           -     450,471.517 (meters)                     COMP
 JZ3403  Y           -  -4,925,030.286 (meters)                     COMP
 JZ3403  Z           -   4,014,350.005 (meters)                     COMP
 JZ3403  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 JZ3403  ELLIP HEIGHT-         143.21  (meters)          (09/23/04) GPS OBS
 JZ3403  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JZ3403
 JZ3403  HORZ ORDER  -  B
 JZ3403  VERT ORDER  -  THIRD
 JZ3403  ELLP ORDER  -  FOURTH    CLASS I
 JZ3403
 JZ3403.This mark is at Cincinnati West Airport (I67)
 JZ3403
 JZ3403.The horizontal coordinates were established by GPS observations
 JZ3403.and adjusted by the National Geodetic Survey in August 1996..
 JZ3403
 JZ3403.The orthometric height was computed from unverified reset data.
 JZ3403.No vertical observational check was made to the station.
 JZ3403
 JZ3403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3403
 JZ3403.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3403
 JZ3403.The ellipsoidal height was determined by GPS observations
 JZ3403.and is referenced to NAD 83.
 JZ3403
 JZ3403.The geoid height was determined by GEOID03.
 JZ3403
 JZ3403;                    North         East     Units Scale Factor Converg.
 JZ3403;SPC OH S     -   141,768.490   403,757.922   MT  0.99993845   -1 26 34.3
 JZ3403;SPC IN E     -   445,160.776   177,053.585   MT  1.00003974   +0 33 53.7
 JZ3403;SPC IN E     - 1,460,498.31    580,883.30   sFT  1.00003974   +0 33 53.7
 JZ3403;UTM  16      - 4,347,412.519   692,074.897   MT  1.00005427   +1 24 32.4
 JZ3403
 JZ3403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3403!SPC OH S     -   0.99997753  x   0.99993845  =   0.99991598
 JZ3403!SPC IN E     -   0.99997753  x   1.00003974  =   1.00001727
 JZ3403!UTM  16      -   0.99997753  x   1.00005427  =   1.00003180
 JZ3403
 JZ3403|---------------------------------------------------------------------|
 JZ3403| PID    Reference Object                     Distance      Geod. Az  |
 JZ3403|                                                           dddmmss.s |
 JZ3403| AD9448 I67 B                               372.564 METERS 35141     |
 JZ3403| JZ3406 HARRISON AZ MK                      APPROX. 0.9 KM 3583834.8 |
 JZ3403|---------------------------------------------------------------------|
 JZ3403
 JZ3403                          SUPERSEDED SURVEY CONTROL
 JZ3403
 JZ3403  ELLIP H (08/20/96)  143.28   (m)                       GP(       ) 4 2
 JZ3403  NAD 83(1995)-  39 15 17.22598(N)    084 46 26.18849(W) AD(       ) 3
 JZ3403  NAD 83(1986)-  39 15 17.22870(N)    084 46 26.18672(W) AD(       ) 3
 JZ3403  NAD 27      -  39 15 17.02266(N)    084 46 26.33583(W) AD(       ) 3
 JZ3403  NAVD 88 (09/23/04)  177.06   (m)          580.9    (f) LEVELING    3  
 JZ3403  NGVD 29 (10/13/05)  177.25   (m)          581.5    (f) RESET       3  
 JZ3403
 JZ3403.Superseded values are not recommended for survey control.
 JZ3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3403.See file dsdata.txt to determine how the superseded data were derived.
 JZ3403
 JZ3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9207547413(NAD 83)
 JZ3403_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ3403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3403_SP_SET: CONCRETE POST
 JZ3403_STAMPING: HARRISON 1986
 JZ3403_MARK LOGO: NGS   
 JZ3403_PROJECTION: FLUSH
 JZ3403_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3403+STABILITY: SURFACE MOTION
 JZ3403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3403+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2003
 JZ3403
 JZ3403  HISTORY     - Date     Condition        Report By
 JZ3403  HISTORY     - 1986     MONUMENTED       NGS
 JZ3403  HISTORY     - 19870811 GOOD
 JZ3403  HISTORY     - 19880701 GOOD             NGS
 JZ3403  HISTORY     - 19951006 GOOD             NGS
 JZ3403  HISTORY     - 19970822 GOOD             NGS
 JZ3403  HISTORY     - 20030509 GOOD             NGS
 JZ3403
 JZ3403                          STATION DESCRIPTION
 JZ3403
 JZ3403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3403'THE STATION IS LOCATED 2 MILES EAST OF HARRISON AT THE HARRISON
 JZ3403'AIRPORT, AT THE SOUTH END OF THE RUNWAY AND ABOUT 0.15 MILE EAST-
 JZ3403'SOUTHEAST OF THE AIRPORT OFFICE. THE AZIMUTH MARK IS 0.6 MILE NORTH
 JZ3403'OF THE STATION AT THE NORTH END OF THE RUNWAY.  AIRPORT MANAGER, TOM
 JZ3403'WATKINS, TELEPHONE 513 367 0231
 JZ3403'TO REACH FROM THE HARRISON EXIT OF INTERSTATE 74, JUST EAST OF
 JZ3403'HARRISON, GO NORTHEAST AND EAST 0.6 MILE ON NEW HAVEN ROAD, THEN RIGHT
 JZ3403'SOUTH-SOUTHEAST ON CAROLINA TRACE ROAD FOR 0.5 MILE, THEN LEFT EAST
 JZ3403'0.45 MILE ON WEST ROAD TO THE AIRPORT OFFICE ON THE LEFT AND THE
 JZ3403'STATION AS DESCRIBED.
 JZ3403'THE STATION MARKS ARE STANDARD NGS DISKS STAMPED ---HARRISON 1986---.
 JZ3403'THE SURFACE MARK IS SET IN A 28 CM (11 INCH) DIAMETER, FLUSH CONCRETE
 JZ3403'MONUMENT 42.1 METERS (138 FEET) EAST OF THE SOUTHWEST CORNER OF THE
 JZ3403'RUNWAY, 11.6 METERS (38 FEET) NORTH OF THE CENTER OF WEST ROAD, 28.2
 JZ3403'METERS (92.5 FEET) WEST OF A FIRE HYDRANT AND 1.2 METERS (4 FEET)
 JZ3403'WEST OF A FENCE LINE.  THE UNDERGROUND MARK IS RECESSED 86 CM (34
 JZ3403'INCHES).
 JZ3403'TYPED BY JAMES MALONEY 9/06/87.
 JZ3403
 JZ3403                          STATION RECOVERY (1987)
 JZ3403
 JZ3403'RECOVERED 1987
 JZ3403'RECOVERED IN GOOD CONDITION.
 JZ3403
 JZ3403                          STATION RECOVERY (1988)
 JZ3403
 JZ3403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JZ3403'RECOVERED IN GOOD CONDITION.
 JZ3403
 JZ3403                          STATION RECOVERY (1995)
 JZ3403
 JZ3403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JZ3403'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF HARRISON, OH.,
 JZ3403'AT THE CINCINNATI WEST AIRPORT.  IN THE GRASS, NEAR THE SOUTHEAST END
 JZ3403'OF THE TURNAROUND NEAR RUNWAY END 36, EAST OF THE EAST EDGE OF THE
 JZ3403'TURNAROUND AND NORTH OF WEST ROAD.  OWNERSHIP--CINCINNATI STATE AND
 JZ3403'TECHNICAL COLLEGE, 10004 WEST ROAD, HARRISON, OH.  45030.  AIRPORT
 JZ3403'MANAGER RONALD W.  DAVIS, PHONE 513-367-0231.  NOTE--THIS STATION WAS
 JZ3403'SELECTED AS A (PACS) .  TO REACH THE STATION FROM THE JUNCTION OF
 JZ3403'INTERSTATE 74 AND NEW HAVEN ROAD, (HARRISON EXIT 1) , ABOUT 3.2 KM
 JZ3403'(2.00 MI) EAST OF HARRISON, GO NORTHEAST, THEN EAST, 0.95 KM (0.60 MI)
 JZ3403'ALONG NEW HAVEN ROAD TO CAROLINA TRACE ROAD.  TURN RIGHT, SOUTHEAST,
 JZ3403'0.85 KM (0.50 MI) ALONG THE TRACE ROAD TO WEST ROAD.  TURN LEFT, EAST,
 JZ3403'0.73 KM (0.45 MI) ALONG WEST ROAD TO THE AIRPORT ENTRANCE ON THE LEFT.
 JZ3403'TURN LEFT, NORTH, 0.04 KM (0.00 MI) TO THE PARKING LOT AND THE AIRPORT
 JZ3403'OFFICE ON THE LEFT.  CONTINUE NORTH, 0.05 KM (0.05 MI) ACROSS APRON TO
 JZ3403'A TAXI.  TURN RIGHT, EAST, 0.13 KM (0.10 MI) ALONG TAXI TO THE RUNWAY.
 JZ3403'BEAR RIGHT, SOUTHEAST, 0.08 KM (0.05 MI) ACROSS RUNWAY TO THE
 JZ3403'SOUTHEAST CORNER OF THE TURNAROUND AND THE STATION ON THE LEFT.
 JZ3403'STATION IS 11.6 M (38.1 FT) NORTH OF WEST ROAD CENTERLINE, 9.7 M (31.8
 JZ3403'FT) WEST-NORTHWEST OF AN ORANGE AND WHITE PIPELINE WARNING POST, 9.3 M
 JZ3403'(30.5 FT) EAST OF THE EAST EDGE OF THE SOUTH TURNAROUND, 0.1 M (0.3
 JZ3403'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS LEVEL WITH WEST ROAD
 JZ3403'AND FLUSH WITH THE GROUND SURFACE. BY R.G.  HAYES
 JZ3403
 JZ3403                          STATION RECOVERY (1997)
 JZ3403
 JZ3403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JZ3403'RECOVERED AS DESCRIBED.
 JZ3403
 JZ3403                          STATION RECOVERY (2003)
 JZ3403
 JZ3403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 JZ3403'RECOVERED AS DESCRIBED.  NEW AIRPORT MANAGER IS WILL BESNINGER, F.B.O.
 JZ3403'CINCINNATI STATE  COLLEGE, PHONE 513-367-1201.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3406 ***********************************************************************
 JZ3406  DESIGNATION -  HARRISON AZ MK
 JZ3406  PID         -  JZ3406
 JZ3406  STATE/COUNTY-  OH/HAMILTON
 JZ3406  USGS QUAD   -  HARRISON (1996)
 JZ3406
 JZ3406                         *CURRENT SURVEY CONTROL
 JZ3406  ___________________________________________________________________
 JZ3406* NAD 83(1995)-  39 15 45.59243(N)    084 46 27.05111(W)     ADJUSTED  
 JZ3406* NAVD 88     -       176.7    (meters)     580.     (feet)  VERTCON   
 JZ3406  ___________________________________________________________________
 JZ3406  X           -     450,400.424 (meters)                     COMP
 JZ3406  Y           -  -4,924,480.566 (meters)                     COMP
 JZ3406  Z           -   4,015,027.288 (meters)                     COMP
 JZ3406  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 JZ3406  ELLIP HEIGHT-         142.92  (meters)          (04/01/98) GPS OBS
 JZ3406  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JZ3406
 JZ3406  HORZ ORDER  -  THIRD
 JZ3406  ELLP ORDER  -  FOURTH    CLASS I
 JZ3406
 JZ3406.This mark is at Cincinnati West Airport (I67)
 JZ3406
 JZ3406.The horizontal coordinates were established by GPS observations
 JZ3406.and adjusted by the National Geodetic Survey in April 1998..
 JZ3406
 JZ3406.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3406
 JZ3406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3406
 JZ3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3406
 JZ3406.The ellipsoidal height was determined by GPS observations
 JZ3406.and is referenced to NAD 83.
 JZ3406
 JZ3406.The geoid height was determined by GEOID03.
 JZ3406
 JZ3406;                    North         East     Units Scale Factor Converg.
 JZ3406;SPC OH S     -   142,643.605   403,759.234   MT  0.99993815   -1 26 34.8
 JZ3406;SPC IN E     -   446,035.489   177,024.232   MT  1.00003969   +0 33 53.5
 JZ3406;SPC IN E     - 1,463,368.10    580,787.00   sFT  1.00003969   +0 33 53.5
 JZ3406;UTM  16      - 4,348,286.717   692,032.660   MT  1.00005407   +1 24 32.8
 JZ3406
 JZ3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3406!SPC OH S     -   0.99997758  x   0.99993815  =   0.99991573
 JZ3406!SPC IN E     -   0.99997758  x   1.00003969  =   1.00001727
 JZ3406!UTM  16      -   0.99997758  x   1.00005407  =   1.00003165
 JZ3406
 JZ3406:                Primary Azimuth Mark                     Grid Az
 JZ3406:SPC OH S     -  HARRISON                                 180 05 09.1
 JZ3406:SPC IN E     -  HARRISON                                 178 04 40.8
 JZ3406:UTM  16      -  HARRISON                                 177 14 01.5
 JZ3406
 JZ3406|---------------------------------------------------------------------|
 JZ3406| PID    Reference Object                     Distance      Geod. Az  |
 JZ3406|                                                           dddmmss.s |
 JZ3406| JZ3403 HARRISON                            APPROX. 0.9 KM 1783834.3 |
 JZ3406|---------------------------------------------------------------------|
 JZ3406
 JZ3406                          SUPERSEDED SURVEY CONTROL
 JZ3406
 JZ3406  NAD 83(1995)-  39 15 45.59662(N)    084 46 27.05299(W) AD(       ) 3
 JZ3406  NAD 83(1986)-  39 15 45.59922(N)    084 46 27.05122(W) AD(       ) 3
 JZ3406  NAD 27      -  39 15 45.39341(N)    084 46 27.20012(W) AD(       ) 3
 JZ3406  NGVD 29 (02/23/89)  176.9    (m)          580.     (f) GPS OBS        
 JZ3406
 JZ3406.Superseded values are not recommended for survey control.
 JZ3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3406.See file dsdata.txt to determine how the superseded data were derived.
 JZ3406
 JZ3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9203348287(NAD 83)
 JZ3406_MARKER: DZ = AZIMUTH MARK DISK
 JZ3406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3406_SP_SET: CONCRETE POST
 JZ3406_STAMPING: HARRISON 1986
 JZ3406_MARK LOGO: NGS   
 JZ3406_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3406+STABILITY: SURFACE MOTION
 JZ3406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3406+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1987
 JZ3406
 JZ3406  HISTORY     - Date     Condition        Report By
 JZ3406  HISTORY     - 1986     MONUMENTED       NGS
 JZ3406  HISTORY     - 19870811 GOOD
 JZ3406
 JZ3406                          STATION DESCRIPTION
 JZ3406
 JZ3406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3406'THE STATION IS LOCATED 2 MILES EAST OF HARRISON AT THE HARRISON
 JZ3406'AIRPORT, AT THE SOUTH END OF THE RUNWAY AND ABOUT 0.15 MILE EAST-
 JZ3406'SOUTHEAST OF THE AIRPORT OFFICE. THE AZIMUTH MARK IS 0.6 MILE NORTH
 JZ3406'OF THE STATION AT THE NORTH END OF THE RUNWAY.  AIRPORT MANAGE, TOM
 JZ3406'WATKINS, TELEPHONE 513 367 0231
 JZ3406'TO REACH FROM THE HARRISON EXIT OF INTERSTATE 74, JUST EAST OF
 JZ3406'HARRISON, GO NORTHEAST AND EAST 0.6 MILE ON NEW HAVEN ROAD, THEN RIGHT
 JZ3406'SOUTH-SOUTHEAST ON CAROLINA TRACE ROAD FOR 0.5 MILE, THEN LEFT EAST
 JZ3406'0.45 MILE ON WEST ROAD TO THE AIRPORT OFFICE ON THE LEFT AND THE
 JZ3406'STATION AS DESCRIBED.
 JZ3406'THE AZIMUTH MARKS ARE STANDARD NGS AZIMUTH MARK DISKS STAMPED ---
 JZ3406'HARRISON 1986---.  THE SURFACE MARK IS SET IN A 28 CM (11 INCH)
 JZ3406'DIAMETER, FLUSH CONCRETE MONUMENT 53.5 METERS (175.5 FEET) SOUTH-
 JZ3406'SOUTHEAST OF THE NORTHWEST CORNER OF THE RUNWAY, 51.5 METERS
 JZ3406'(167.5 FEET) SOUTH OF THE NORTH END OF THE RUNWAY, 27.9 METERS
 JZ3406'(91.5 FEET) WEST OF A FENCE LINE AND 1.2 METERS (4.0 FEET) EAST
 JZ3406'OF THE EAST EDGE OF THE RUNWAY.  AN UNDERGROUND MARK IS RECESSED
 JZ3406'86 CM (34 INCHES).
 JZ3406'TYPED BY JAMES MALONEY 9/06/87.
 JZ3406
 JZ3406                          STATION RECOVERY (1987)
 JZ3406
 JZ3406'RECOVERED 1987
 JZ3406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7636 ***********************************************************************
 AH7636  DESIGNATION -  HARRISON TWP 1
 AH7636  PID         -  AH7636
 AH7636  STATE/COUNTY-  OH/LICKING
 AH7636  USGS QUAD   -  JERSEY (1984)
 AH7636
 AH7636                         *CURRENT SURVEY CONTROL
 AH7636  ___________________________________________________________________
 AH7636* NAD 83(1995)-  40 02 31.09612(N)    082 40 10.12648(W)     ADJUSTED  
 AH7636* NAVD 88     -       375.0    (meters)    1230.     (feet)  GPS OBS   
 AH7636  ___________________________________________________________________
 AH7636  X           -     623,925.943 (meters)                     COMP
 AH7636  Y           -  -4,850,004.133 (meters)                     COMP
 AH7636  Z           -   4,081,773.790 (meters)                     COMP
 AH7636  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AH7636  ELLIP HEIGHT-         340.94  (meters)          (10/07/05) GPS OBS
 AH7636  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AH7636
 AH7636  HORZ ORDER  -  FIRST
 AH7636  ELLP ORDER  -  FOURTH    CLASS II
 AH7636
 AH7636.The horizontal coordinates were established by GPS observations
 AH7636.and adjusted by the National Geodetic Survey in February 1999..
 AH7636
 AH7636.The orthometric height was determined by GPS observations and a
 AH7636.high-resolution geoid model.
 AH7636
 AH7636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7636
 AH7636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7636
 AH7636.The ellipsoidal height was determined by GPS observations
 AH7636.and is referenced to NAD 83.
 AH7636
 AH7636.The geoid height was determined by GEOID03.
 AH7636
 AH7636;                    North         East     Units Scale Factor Converg.
 AH7636;SPC OH S     -   226,706.742   585,536.333   MT  1.00000172   -0 06 27.1
 AH7636;UTM  17      - 4,433,750.743   357,577.498   MT  0.99984971   -1 04 27.3
 AH7636
 AH7636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7636!SPC OH S     -   0.99994652  x   1.00000172  =   0.99994824
 AH7636!UTM  17      -   0.99994652  x   0.99984971  =   0.99979624
 AH7636
 AH7636                          SUPERSEDED SURVEY CONTROL
 AH7636
 AH7636.No superseded survey control is available for this station.
 AH7636
 AH7636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5757733751(NAD 83)
 AH7636_MARKER: DD = SURVEY DISK
 AH7636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7636_STAMPING: HARRISON TWP 1 1998
 AH7636_MARK LOGO: OH-089
 AH7636_PROJECTION: FLUSH
 AH7636_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7636+STABILITY: SURFACE MOTION
 AH7636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7636+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7636
 AH7636  HISTORY     - Date     Condition        Report By
 AH7636  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7636
 AH7636                          STATION DESCRIPTION
 AH7636
 AH7636'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7636'THE STATION IS LOCATED IN HARRISON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7636'ABOUT 4.0 MILES (6.4 KM) NORTHEAST OF THE CITY OF PATASKALA.  TO REACH
 AH7636'THE STATION FROM THE INTERSECTION OF BROAD STREET (SR 16) AND
 AH7636'HAZELTON-ETNA ROAD (SR 310) PROCEED NORTH ALONG HAZELTON-ETNA ROAD (SR
 AH7636'310) A DISTANCE OF 2.65 MILES (4.26 KM) TO THE STATION ON THE RIGHT IN
 AH7636'FRONT OF A CONTRACT LUMBER BUILDING.  THE STATION IS A STANDARD 3 1/4
 AH7636'INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7636'MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED HARRISON TWP 1
 AH7636'1998.  THE STATION IS 96.3 FEET (29.4 M) AZIMUTH 13 DEGREES TO A WOOD
 AH7636'POST, 102.1 AZIMUTH 25 DEGREES TO A UTILITY POLE NUMBER
 AH7636'X1952516Y743896, 29.0 FEET (8.8 M) AZIMUTH 183 DEGREES TO A UTILITY
 AH7636'POLE WITH NUMBER 128FP 100/83, AND 12.7 FEET (3.9 M) AZIMUTH 275
 AH7636'DEGREES TO A TACK IN THE EAST EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7653 ***********************************************************************
 AH7653  DESIGNATION -  HARRISON TWP 2
 AH7653  PID         -  AH7653
 AH7653  STATE/COUNTY-  OH/LICKING
 AH7653  USGS QUAD   -  GRANVILLE (1984)
 AH7653
 AH7653                         *CURRENT SURVEY CONTROL
 AH7653  ___________________________________________________________________
 AH7653* NAD 83(1995)-  40 01 05.26203(N)    082 37 27.48409(W)     ADJUSTED  
 AH7653* NAVD 88     -       353.7    (meters)    1160.     (feet)  GPS OBS   
 AH7653  ___________________________________________________________________
 AH7653  X           -     627,966.551 (meters)                     COMP
 AH7653  Y           -  -4,851,183.264 (meters)                     COMP
 AH7653  Z           -   4,079,732.872 (meters)                     COMP
 AH7653  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AH7653  ELLIP HEIGHT-         319.66  (meters)          (10/07/05) GPS OBS
 AH7653  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AH7653
 AH7653  HORZ ORDER  -  FIRST
 AH7653  ELLP ORDER  -  FOURTH    CLASS II
 AH7653
 AH7653.The horizontal coordinates were established by GPS observations
 AH7653.and adjusted by the National Geodetic Survey in February 1999..
 AH7653
 AH7653.The orthometric height was determined by GPS observations and a
 AH7653.high-resolution geoid model.
 AH7653
 AH7653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7653
 AH7653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7653
 AH7653.The ellipsoidal height was determined by GPS observations
 AH7653.and is referenced to NAD 83.
 AH7653
 AH7653.The geoid height was determined by GEOID03.
 AH7653
 AH7653;                    North         East     Units Scale Factor Converg.
 AH7653;SPC OH S     -   224,053.084   589,388.289   MT  0.99999703   -0 04 43.9
 AH7653;UTM  17      - 4,431,032.931   361,383.562   MT  0.99983654   -1 02 40.7
 AH7653
 AH7653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7653!SPC OH S     -   0.99994985  x   0.99999703  =   0.99994689
 AH7653!UTM  17      -   0.99994985  x   0.99983654  =   0.99978640
 AH7653
 AH7653                          SUPERSEDED SURVEY CONTROL
 AH7653
 AH7653  ELLIP H (02/25/99)  319.69   (m)                       GP(       ) 4 2
 AH7653
 AH7653.Superseded values are not recommended for survey control.
 AH7653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7653.See file dsdata.txt to determine how the superseded data were derived.
 AH7653
 AH7653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6138431033(NAD 83)
 AH7653_MARKER: DD = SURVEY DISK
 AH7653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7653_STAMPING: HARRISON TWP 2 1998
 AH7653_MARK LOGO: OH-089
 AH7653_PROJECTION: FLUSH
 AH7653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7653+STABILITY: SURFACE MOTION
 AH7653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7653+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7653
 AH7653  HISTORY     - Date     Condition        Report By
 AH7653  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7653  HISTORY     - 20050320 MARK NOT FOUND   USPSQD
 AH7653
 AH7653                          STATION DESCRIPTION
 AH7653
 AH7653'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7653'THE STATION IS LOCATED IN HARRISON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7653'ABOUT 5.8 MILES (9.3 KM) SOUTHWEST OF THE TOWN OF GRANVILLE.  TO REACH
 AH7653'THE STATION FROM THE INTERSECTION OF WORTHINGTON ROAD (SR 37) AND
 AH7653'COLUMBUS ROAD (SR 16) PROCEED SOUTHWEST ALONG COLUMBUS ROAD (SR 16) A
 AH7653'DISTANCE OF 5.8 MILES (9.3 KM) TO ITS INTERSECTION WITH YORK ROAD (CR
 AH7653'39) AND THE STATION ON THE RIGHT IN THE NORTHWEST CORNER OF THE
 AH7653'INTERSECTION.  THE IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK
 AH7653'SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND
 AH7653'SURFACE AND STAMPED HARRISON TWP 2 1998.  THE STATION IS 77.7 FEET
 AH7653'(23.7 M) AZIMUTH 30 DEGREES TO A FIRE HYDRANT, 65.7 FEET (20.0 M)
 AH7653'AZIMUTH 80 DEGREES TO A STOP SIGN, 77.9 FEET (23.7 M) AZIMUTH 260
 AH7653'DEGREES TO A POWER POLE WITH THE NUMBER 131FR 200 90, AND 24.6 FEET
 AH7653'(7.5 M) AZIMUTH 77 DEGREES TO A MANHOLE.
 AH7653
 AH7653                          STATION RECOVERY (2005)
 AH7653
 AH7653'RECOVERY NOTE BY US POWER SQUADRON 2005
 AH7653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7654 ***********************************************************************
 AH7654  DESIGNATION -  HARRISON TWP 3
 AH7654  PID         -  AH7654
 AH7654  STATE/COUNTY-  OH/LICKING
 AH7654  USGS QUAD   -  GRANVILLE (1984)
 AH7654
 AH7654                         *CURRENT SURVEY CONTROL
 AH7654  ___________________________________________________________________
 AH7654* NAD 83(1995)-  40 01 56.70441(N)    082 35 39.16068(W)     ADJUSTED  
 AH7654* NAVD 88     -       361.9    (meters)    1187.     (feet)  GPS OBS   
 AH7654  ___________________________________________________________________
 AH7654  X           -     630,383.413 (meters)                     COMP
 AH7654  Y           -  -4,849,847.025 (meters)                     COMP
 AH7654  Z           -   4,080,953.144 (meters)                     COMP
 AH7654  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AH7654  ELLIP HEIGHT-         327.78  (meters)          (10/07/05) GPS OBS
 AH7654  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AH7654
 AH7654  HORZ ORDER  -  FIRST
 AH7654  ELLP ORDER  -  FOURTH    CLASS II
 AH7654
 AH7654.The horizontal coordinates were established by GPS observations
 AH7654.and adjusted by the National Geodetic Survey in February 1999..
 AH7654
 AH7654.The orthometric height was determined by GPS observations and a
 AH7654.high-resolution geoid model.
 AH7654
 AH7654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7654
 AH7654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7654
 AH7654.The ellipsoidal height was determined by GPS observations
 AH7654.and is referenced to NAD 83.
 AH7654
 AH7654.The geoid height was determined by GEOID03.
 AH7654
 AH7654;                    North         East     Units Scale Factor Converg.
 AH7654;SPC OH S     -   225,636.614   591,958.742   MT  0.99999982   -0 03 35.2
 AH7654;UTM  17      - 4,432,572.654   363,979.909   MT  0.99982776   -1 01 32.1
 AH7654
 AH7654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7654!SPC OH S     -   0.99994858  x   0.99999982  =   0.99994840
 AH7654!UTM  17      -   0.99994858  x   0.99982776  =   0.99977635
 AH7654
 AH7654                          SUPERSEDED SURVEY CONTROL
 AH7654
 AH7654  ELLIP H (02/25/99)  327.81   (m)                       GP(       ) 4 2
 AH7654
 AH7654.Superseded values are not recommended for survey control.
 AH7654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7654.See file dsdata.txt to determine how the superseded data were derived.
 AH7654
 AH7654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6398032573(NAD 83)
 AH7654_MARKER: DD = SURVEY DISK
 AH7654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7654_STAMPING: HARRISON TWP 3 1998
 AH7654_MARK LOGO: OH-089
 AH7654_PROJECTION: FLUSH
 AH7654_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7654+STABILITY: SURFACE MOTION
 AH7654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7654+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 AH7654
 AH7654  HISTORY     - Date     Condition        Report By
 AH7654  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7654  HISTORY     - 20050320 GOOD             USPSQD
 AH7654
 AH7654                          STATION DESCRIPTION
 AH7654
 AH7654'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7654'THE STATION IS LOCATED IN HARRISON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7654'ABOUT 4.0 MILES (6.4 KM) SOUTHWEST OF THE TOWN OF GRANVILLE.  TO REACH
 AH7654'THE STATION FROM THE INTERSECTION OF WORTHINGTON ROAD (SR 37) AND
 AH7654'COLUMBUS ROAD (SR 16) PROCEED SOUTHWEST ALONG COLUMBUS ROAD (SR 16) A
 AH7654'DISTANCE OF 4.0 MILES (6.4 KM) TO ITS INTERSECTION WITH OUTVILLE ROAD
 AH7654'(CR 40) AND THE STATION ON THE LEFT IN THE SOUTHWEST CORNER OF THE
 AH7654'INTERSECTION.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY
 AH7654'SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE
 AH7654'GROUND SURFACE AND STAMPED HARRISON TWP 3 1998.  THE STATION IS 18.7
 AH7654'FEET (5.7 M) AZIMUTH 125 DEGREES TO A POWER POLE WITH THE NUMBER
 AH7654'550-20/40T, 87.4 FEET (26.6 M) AZIMUTH 270 DEGREES TO A SIGN POST FOR
 AH7654'TURNING LANES, 9.0 FEET (2.7 M) AZIMUTH 204 DEGREES TO A GUY ANCHOR,
 AH7654'AND 62.6 FEET (19.1 M) FROM THE CENTERLINE OF COLUMBUS ROAD.
 AH7654
 AH7654                          STATION RECOVERY (2005)
 AH7654
 AH7654'RECOVERY NOTE BY US POWER SQUADRON 2005
 AH7654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7655 ***********************************************************************
 AH7655  DESIGNATION -  HARRISON TWP 4
 AH7655  PID         -  AH7655
 AH7655  STATE/COUNTY-  OH/LICKING
 AH7655  USGS QUAD   -  GRANVILLE (1984)
 AH7655
 AH7655                         *CURRENT SURVEY CONTROL
 AH7655  ___________________________________________________________________
 AH7655* NAD 83(1995)-  40 00 52.49167(N)    082 34 34.57640(W)     ADJUSTED  
 AH7655* NAVD 88     -       338.1    (meters)    1109.     (feet)  GPS OBS   
 AH7655  ___________________________________________________________________
 AH7655  X           -     632,064.160 (meters)                     COMP
 AH7655  Y           -  -4,850,894.439 (meters)                     COMP
 AH7655  Z           -   4,079,421.158 (meters)                     COMP
 AH7655  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AH7655  ELLIP HEIGHT-         304.04  (meters)          (10/07/05) GPS OBS
 AH7655  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AH7655
 AH7655  HORZ ORDER  -  FIRST
 AH7655  ELLP ORDER  -  FOURTH    CLASS II
 AH7655
 AH7655.The horizontal coordinates were established by GPS observations
 AH7655.and adjusted by the National Geodetic Survey in February 1999..
 AH7655
 AH7655.The orthometric height was determined by GPS observations and a
 AH7655.high-resolution geoid model.
 AH7655
 AH7655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7655
 AH7655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7655
 AH7655.The ellipsoidal height was determined by GPS observations
 AH7655.and is referenced to NAD 83.
 AH7655
 AH7655.The geoid height was determined by GEOID03.
 AH7655
 AH7655;                    North         East     Units Scale Factor Converg.
 AH7655;SPC OH S     -   223,654.654   593,488.316   MT  0.99999634   -0 02 54.2
 AH7655;UTM  17      - 4,430,565.548   365,475.609   MT  0.99982278   -1 00 49.2
 AH7655
 AH7655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7655!SPC OH S     -   0.99995231  x   0.99999634  =   0.99994865
 AH7655!UTM  17      -   0.99995231  x   0.99982278  =   0.99977509
 AH7655
 AH7655                          SUPERSEDED SURVEY CONTROL
 AH7655
 AH7655  ELLIP H (02/25/99)  304.07   (m)                       GP(       ) 4 2
 AH7655
 AH7655.Superseded values are not recommended for survey control.
 AH7655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7655.See file dsdata.txt to determine how the superseded data were derived.
 AH7655
 AH7655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE6547630566(NAD 83)
 AH7655_MARKER: DD = SURVEY DISK
 AH7655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7655_STAMPING: HARRISON TWP 4 1998
 AH7655_MARK LOGO: OH-089
 AH7655_PROJECTION: FLUSH
 AH7655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7655+STABILITY: SURFACE MOTION
 AH7655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7655+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 AH7655
 AH7655  HISTORY     - Date     Condition        Report By
 AH7655  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7655  HISTORY     - 20021017 GOOD             ADR
 AH7655  HISTORY     - 20050320 GOOD             USPSQD
 AH7655
 AH7655                          STATION DESCRIPTION
 AH7655
 AH7655'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7655'THE STATION IS LOCATED IN HARRISON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7655'ABOUT 5.0 MILES (8.0 KM) SOUTHWEST OF THE TOWN OF GRANVILLE.  TO REACH
 AH7655'THE STATION FROM THE INTERSECTION OF WORTHINGTON ROAD (SR 37) AND
 AH7655'COLUMBUS ROAD (SR 16) PROCEED SOUTHWEST ALONG COLUMBUS ROAD (SR 16) A
 AH7655'DISTANCE OF 2.8 MILES (4.5 KM) TO ITS INTERSECTION WITH GALE ROAD
 AH7655'(T-141) .  TURN LEFT AND PROCEED SOUTH ALONG GALE ROAD (T-141) A
 AH7655'DISTANCE OF 1.8 MILES (2.9 KM) TO THE STATION ON THE RIGHT.  THE
 AH7655'STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A
 AH7655'POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND SURFACE
 AH7655'AND STAMPED HARRISON TWP 4 1998.  THE STATION IS 68.2 FEET (20.8 M)
 AH7655'AZIMUTH 190 DEGREES TO A POWER POLE WITH THE NUMBER 575/8, 42.3 FEET
 AH7655'(12.9 M) AZIMUTH 71 DEGREES TO A 12 INCH IN DIAMETER ASH TREE, 143.8
 AH7655'FEET (43.8 M) AZIMUTH 172 DEGREES TO A CUT OFF TREE WITH WIRE FENCE
 AH7655'AND 18.0 FEET (5.5 M) FROM THE CENTERLINE OF GALE ROAD.
 AH7655
 AH7655                          STATION RECOVERY (2002)
 AH7655
 AH7655'RECOVERY NOTE BY ADR & ASSOCIATES LTD 2002 (HTM)
 AH7655'RECOVERED AS DESCRIBED
 AH7655
 AH7655                          STATION RECOVERY (2005)
 AH7655
 AH7655'RECOVERY NOTE BY US POWER SQUADRON 2005
 AH7655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7670 ***********************************************************************
 AH7670  DESIGNATION -  HARRISON TWP 6
 AH7670  PID         -  AH7670
 AH7670  STATE/COUNTY-  OH/LICKING
 AH7670  USGS QUAD   -  PATASKALA (1992)
 AH7670
 AH7670                         *CURRENT SURVEY CONTROL
 AH7670  ___________________________________________________________________
 AH7670* NAD 83(1995)-  39 58 46.43556(N)    082 37 34.83267(W)     ADJUSTED  
 AH7670* NAVD 88     -       306.3    (meters)    1005.     (feet)  GPS OBS   
 AH7670  ___________________________________________________________________
 AH7670  X           -     628,142.292 (meters)                     COMP
 AH7670  Y           -  -4,853,899.199 (meters)                     COMP
 AH7670  Z           -   4,076,422.114 (meters)                     COMP
 AH7670  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AH7670  ELLIP HEIGHT-         272.23  (meters)          (10/07/05) GPS OBS
 AH7670  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 AH7670
 AH7670  HORZ ORDER  -  FIRST
 AH7670  ELLP ORDER  -  FOURTH    CLASS II
 AH7670
 AH7670.The horizontal coordinates were established by GPS observations
 AH7670.and adjusted by the National Geodetic Survey in February 1999..
 AH7670
 AH7670.The orthometric height was determined by GPS observations and a
 AH7670.high-resolution geoid model.
 AH7670
 AH7670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7670
 AH7670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7670
 AH7670.The ellipsoidal height was determined by GPS observations
 AH7670.and is referenced to NAD 83.
 AH7670
 AH7670.The geoid height was determined by GEOID03.
 AH7670
 AH7670;                    North         East     Units Scale Factor Converg.
 AH7670;SPC OH S     -   219,771.540   589,208.033   MT  0.99998981   -0 04 48.6
 AH7670;UTM  17      - 4,426,755.702   361,131.236   MT  0.99983741   -1 02 42.4
 AH7670
 AH7670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7670!SPC OH S     -   0.99995729  x   0.99998981  =   0.99994711
 AH7670!UTM  17      -   0.99995729  x   0.99983741  =   0.99979471
 AH7670
 AH7670                          SUPERSEDED SURVEY CONTROL
 AH7670
 AH7670  ELLIP H (02/25/99)  272.26   (m)                       GP(       ) 4 2
 AH7670
 AH7670.Superseded values are not recommended for survey control.
 AH7670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7670.See file dsdata.txt to determine how the superseded data were derived.
 AH7670
 AH7670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE6113126756(NAD 83)
 AH7670_MARKER: DD = SURVEY DISK
 AH7670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7670_STAMPING: HARRISON TWP 6 1998
 AH7670_MARK LOGO: OH-089
 AH7670_PROJECTION: FLUSH
 AH7670_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7670+STABILITY: SURFACE MOTION
 AH7670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7670+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7670
 AH7670  HISTORY     - Date     Condition        Report By
 AH7670  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7670
 AH7670                          STATION DESCRIPTION
 AH7670
 AH7670'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7670'THE STATION IS LOCATED IN HARRISON TOWNSHIP IN LICKING COUNTY, OHIO
 AH7670'ABOUT 3.5 MILE (5.6 KM) NORTHEAST OF THE TOWN OF ETNA.  TO REACH THE
 AH7670'STATION FROM THE INTERSECTION OF HAZLETON-ETNA ROAD (SR 310) AND
 AH7670'NATIONAL ROAD (US 40) IN ETNA PROCEED EAST ALONG NATIONAL ROAD (US 40)
 AH7670'A DISTANCE OF 2.9 MILES (4.7 KM) TO ITS INTERSECTION WITH YORK ROAD
 AH7670'(CR 39) .  TURN LEFT AND PROCEED NORTH ALONG YORK ROAD (CR 39) A
 AH7670'DISTANCE OF 1.4 MILES (2.3 KM) TO THE STATION ON THE RIGHT AT THE EDGE
 AH7670'OF A FIELD WHERE IT MEETS A YARD.  THE STATION IS ACROSS THE STREET
 AH7670'FROM AN OLD BARN F-F WILLIAMS FARM AND SILOS.  THE STATION IS A
 AH7670'STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7670'PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND SURFACE AND STAMPED
 AH7670'HARRISON TWP 6 1998.  THE STATION IS 54.2 FEET (16.5 M) AZIMUTH 10
 AH7670'DEGREES TO A MANHOLE LID, 86.6 FEET (26.4 M) AZIMUTH 214 DEGREES TO A
 AH7670'UTILITY POLE WITH NO NUMBER, 101.7 FEET (31.0 M) AZIMUTH 348 DEGREES
 AH7670'TO A UTILITY POLE, AND 16.4 FEET (5.0 M) EAST FROM THE CENTERLINE OF
 AH7670'YORK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3205 ***********************************************************************
 KY3205  DESIGNATION -  HARRISVILLE TRI CO STANDPIPE
 KY3205  PID         -  KY3205
 KY3205  STATE/COUNTY-  OH/JEFFERSON
 KY3205  USGS QUAD   -  DILLONVALE (1984)
 KY3205
 KY3205                         *CURRENT SURVEY CONTROL
 KY3205  ___________________________________________________________________
 KY3205* NAD 83(1995)-  40 10 07.65860(N)    080 51 36.65484(W)     ADJUSTED  
 KY3205* NAVD 88     -                                                        
 KY3205  ___________________________________________________________________
 KY3205  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 KY3205  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY3205
 KY3205  HORZ ORDER  -  THIRD
 KY3205
 KY3205.The horizontal coordinates were established by classical geodetic methods
 KY3205.and adjusted by the National Geodetic Survey in April 1998..
 KY3205
 KY3205
 KY3205.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3205
 KY3205.The geoid height was determined by GEOID03.
 KY3205
 KY3205;                    North         East     Units Scale Factor Converg.
 KY3205;SPC OH N     -    57,073.866   739,685.307   MT  1.00006118   +1 04 38.2
 KY3205;SPC OH S     -   242,043.725   739,681.450   MT  1.00002961   +1 02 25.8
 KY3205;UTM  17      - 4,446,501.352   511,905.394   MT  0.99960174   +0 05 24.7
 KY3205
 KY3205                          SUPERSEDED SURVEY CONTROL
 KY3205
 KY3205  NAD 83(1986)-  40 10 07.66340(N)    080 51 36.66119(W) AD(       ) 4
 KY3205  NAD 27      -  40 10 07.41500(N)    080 51 37.34500(W) AD(       ) 3
 KY3205
 KY3205.Superseded values are not recommended for survey control.
 KY3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3205.See file dsdata.txt to determine how the superseded data were derived.
 KY3205
 KY3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE1190546501(NAD 83)
 KY3205_MARKER: 52 = STANDPIPE TANK
 KY3205
 KY3205  HISTORY     - Date     Condition        Report By
 KY3205  HISTORY     - 1963     FIRST OBSERVED   CGS
 KY3205
 KY3205                          STATION DESCRIPTION
 KY3205
 KY3205'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3205'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE LOCATED 0.1
 KY3205'MILE SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 250 AND STATE
 KY3205'HIGHWAY 150 2 MILES EAST OF HARRISVILLE.  IT IS A
 KY3205'STANDARD METAL STANDPIPE PAINTED ALUMINUM AND IT IS ABOUT 90 FEET
 KY3205'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1867 ***********************************************************************
 KZ1867  DESIGNATION -  HARRY
 KZ1867  PID         -  KZ1867
 KZ1867  STATE/COUNTY-  OH/KNOX
 KZ1867  USGS QUAD   -  MARTINSBURG (1981)
 KZ1867
 KZ1867                         *CURRENT SURVEY CONTROL
 KZ1867  ___________________________________________________________________
 KZ1867* NAD 83(1995)-  40 21 25.74875(N)    082 16 41.83771(W)     ADJUSTED  
 KZ1867* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 KZ1867  ___________________________________________________________________
 KZ1867  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 KZ1867  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KZ1867
 KZ1867  HORZ ORDER  -  SECOND
 KZ1867
 KZ1867.The horizontal coordinates were established by classical geodetic methods
 KZ1867.and adjusted by the National Geodetic Survey in April 1998..
 KZ1867
 KZ1867.The orthometric height was scaled from a topographic map.
 KZ1867
 KZ1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1867
 KZ1867.The geoid height was determined by GEOID03.
 KZ1867
 KZ1867;                    North         East     Units Scale Factor Converg.
 KZ1867;SPC OH N     -    76,700.619   618,834.085   MT  1.00001547   +0 08 44.4
 KZ1867;UTM  17      - 4,468,183.022   391,454.827   MT  0.99974503   -0 49 40.2
 KZ1867
 KZ1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1867!SPC OH N     -   0.99994678  x   1.00001547  =   0.99996225
 KZ1867!UTM  17      -   0.99994678  x   0.99974503  =   0.99969182
 KZ1867
 KZ1867|---------------------------------------------------------------------|
 KZ1867| PID    Reference Object                     Distance      Geod. Az  |
 KZ1867|                                                           dddmmss.s |
 KZ1867| CE6694 HARRY RM 1                           16.168 METERS 00504     |
 KZ1867| KZ1866 HORN                                APPROX. 6.6 KM 2711742.9 |
 KZ1867| CE6695 HARRY RM 2                           18.401 METERS 27532     |
 KZ1867|---------------------------------------------------------------------|
 KZ1867
 KZ1867                          SUPERSEDED SURVEY CONTROL
 KZ1867
 KZ1867  NAD 83(1986)-  40 21 25.75467(N)    082 16 41.84255(W) AD(       ) 2
 KZ1867  NAD 27      -  40 21 25.50601(N)    082 16 42.28097(W) AD(       ) 2
 KZ1867
 KZ1867.Superseded values are not recommended for survey control.
 KZ1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1867.See file dsdata.txt to determine how the superseded data were derived.
 KZ1867
 KZ1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9145568183(NAD 83)
 KZ1867_MARKER: DS = TRIANGULATION STATION DISK
 KZ1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1867
 KZ1867  HISTORY     - Date     Condition        Report By
 KZ1867  HISTORY     - 1959     MONUMENTED       CGS
 KZ1867
 KZ1867                          STATION DESCRIPTION
 KZ1867
 KZ1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1867'THE STATION IS ABOUT 6.5 MILES EAST OF GAMBIER, 6.5 MILES WEST OF NEW
 KZ1867'CASTLE, 3 MILES SOUTH OF
 KZ1867'MILLWOOD, ON PROPERTY OWNED BY MR. LELAND CAMBELL, IN THE SOUTHWEST
 KZ1867'CORNER OF SECTION 6, T 6 N, R 10
 KZ1867'W, IN BUTLER TOWNSHIP.
 KZ1867'
 KZ1867'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 62 IN
 KZ1867'MILLWOOD, GO SOUTH ON HIGHWAY
 KZ1867'62 FOR 3.85 MILES TO THE JUNCTION OF STATE HIGHWAY 229.  TURN LEFT
 KZ1867'AND GO EAST ON HIGHWAY 229 FOR 1.4
 KZ1867'MILES TO A CROSSROAD (KNOX COUNTY 71).  TURN LEFT AND GO
 KZ1867'NORTH ON A GRAVEL ROAD 1.1 MILES TO A GRAVEL
 KZ1867'DRIVEWAY ON THE LEFT.  TURN LEFT AND GO WEST
 KZ1867'ON THE GRAVEL DRIVEWAY 0.05 MILE TO A BOARD GATE.  CONTINUE
 KZ1867'SOUTHWEST 0.05 MILE TO A BOARD
 KZ1867'GATE IN THE NORTH-SOUTH FENCELINE.  CONTINUE WEST AND SOUTHWEST 0.1
 KZ1867'MILE TO THE TOP OF THE HILL AND THE STATION.
 KZ1867'
 KZ1867'STATION MARKS ARE STANDARD DISKS STAMPED HARRY 1959.  THE SURFACE
 KZ1867'DISK IS SET IN A SQUARE
 KZ1867'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KZ1867'24.5 FEET NORTHEAST OF A 6-INCH DECIDUOUS
 KZ1867'TREE WITH A TRIANGLE BLAZE AND 21.5 FEET WEST OF AN 8-INCH
 KZ1867'DECIDUOUS TREE WITH A TRIANGLE BLAZE.  A
 KZ1867'STANDARD METAL WITNESS POST WAS SET 2.5 FEET
 KZ1867'SOUTHWEST OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN
 KZ1867'IRREGULAR MASS OF CONCRETE 14 INCHES
 KZ1867'BELOW THE SURFACE OF THE GROUND.
 KZ1867'
 KZ1867'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HARRY NO 1 1959, IS SET
 KZ1867'IN A SQUARE CONCRETE POST
 KZ1867'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 73 FEET
 KZ1867'NORTHEAST OF THE 6-INCH DECIDUOUS
 KZ1867'TREE WITH A TRIANGLE BLAZE AND 60 FEET NORTH OF THE 8-INCH DECIDUOUS
 KZ1867'TREE WITH A TRIANGLE BLAZE.
 KZ1867'
 KZ1867'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HARRY NO 2 1959, IS SET
 KZ1867'IN A SQUARE CONCRETE POST
 KZ1867'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 1 FOOT
 KZ1867'LOWER IN ELEVATION THAN THE STATION
 KZ1867'AND 47.5 FEET NORTHWEST OF THE 6-INCH DECIDUOUS TREE WITH A
 KZ1867'TRIANGLE BLAZE.
 KZ1867'
 KZ1867'NOTE- NO AZIMUTH MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7520 ***********************************************************************
 AH7520  DESIGNATION -  HARTFORD TWP 2
 AH7520  PID         -  AH7520
 AH7520  STATE/COUNTY-  OH/LICKING
 AH7520  USGS QUAD   -  CENTERBURG (1984)
 AH7520
 AH7520                         *CURRENT SURVEY CONTROL
 AH7520  ___________________________________________________________________
 AH7520* NAD 83(1995)-  40 16 25.94345(N)    082 40 31.25134(W)     ADJUSTED  
 AH7520* NAVD 88     -       358.3    (meters)    1176.     (feet)  GPS OBS   
 AH7520  ___________________________________________________________________
 AH7520  X           -     621,310.373 (meters)                     COMP
 AH7520  Y           -  -4,833,584.086 (meters)                     COMP
 AH7520  Z           -   4,101,443.943 (meters)                     COMP
 AH7520  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH7520  ELLIP HEIGHT-         324.34  (meters)          (10/07/05) GPS OBS
 AH7520  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 AH7520
 AH7520  HORZ ORDER  -  FIRST
 AH7520  ELLP ORDER  -  FOURTH    CLASS II
 AH7520
 AH7520.The horizontal coordinates were established by GPS observations
 AH7520.and adjusted by the National Geodetic Survey in February 1999..
 AH7520
 AH7520.The orthometric height was determined by GPS observations and a
 AH7520.high-resolution geoid model.
 AH7520
 AH7520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7520
 AH7520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7520
 AH7520.The ellipsoidal height was determined by GPS observations
 AH7520.and is referenced to NAD 83.
 AH7520
 AH7520.The geoid height was determined by GEOID03.
 AH7520
 AH7520;                    North         East     Units Scale Factor Converg.
 AH7520;SPC OH S     -   252,458.225   585,085.552   MT  1.00005646   -0 06 40.5
 AH7520;UTM  17      - 4,459,501.583   357,562.420   MT  0.99984975   -1 04 59.5
 AH7520
 AH7520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7520!SPC OH S     -   0.99994912  x   1.00005646  =   1.00000558
 AH7520!UTM  17      -   0.99994912  x   0.99984975  =   0.99979888
 AH7520
 AH7520                          SUPERSEDED SURVEY CONTROL
 AH7520
 AH7520  ELLIP H (02/25/99)  324.40   (m)                       GP(       ) 4 2
 AH7520
 AH7520.Superseded values are not recommended for survey control.
 AH7520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7520.See file dsdata.txt to determine how the superseded data were derived.
 AH7520
 AH7520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5756259502(NAD 83)
 AH7520_MARKER: DD = SURVEY DISK
 AH7520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7520_STAMPING: HARTFORD TWP 2 1998
 AH7520_MARK LOGO: OH-089
 AH7520_PROJECTION: FLUSH
 AH7520_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7520+STABILITY: SURFACE MOTION
 AH7520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7520+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7520
 AH7520  HISTORY     - Date     Condition        Report By
 AH7520  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7520
 AH7520                          STATION DESCRIPTION
 AH7520
 AH7520'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7520'THE STATION IS LOCATED IN HARTFORD TOWNSHIP IN LICKING COUNTY, OHIO
 AH7520'ABOUT 2.5 MILES (4.0 KM) NORTHEAST OF THE TOWN OF HARTFORD.  TO REACH
 AH7520'THE STATION FROM THE INTERSECTION OF BENNINGTON CHAPEL ROAD (CR 2) AND
 AH7520'FAIRGROUNDS ROAD (CR 44) IN THE CITY OF HARTFORD PROCEED NORTHEAST
 AH7520'ALONG FAIRGROUNDS ROAD (CR 44) A DISTANCE OF 1.9 MILES (3.1 KM) TO ITS
 AH7520'INTERSECTION WITH BRIAR ROAD (T-55) .  TURN LEFT AND PROCEED NORTH
 AH7520'ALONG BRIAR ROAD (T-55) A DISTANCE OF 0.6 MILE (1.0 KM) TO ITS
 AH7520'INTERSECTION WITH LOCK ROAD (CR 53) .  TURN LEFT AND PROCEED WEST
 AH7520'ALONG LOCK ROAD (CR 53) A DISTANCE OF 0.2 MILE (0.3 KM) TO THE STATION
 AH7520'ON THE LEFT ON THE SOUTH SIDE OF THE ROAD.  THE STATION IS A STANDARD
 AH7520'3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE
 AH7520'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED HARTFORD
 AH7520'TWP 2 1998.  THE STATION IS 48.5 FEET (14.8 M) AZIMUTH 280 DEGREES TO
 AH7520'A TELEPHONE POLE WITH NUMBER 260-14, 44.0 FEET (13.4 M) AZIMUTH 0
 AH7520'DEGREES TO A 12 INCH CMP CULVERT, 48.9 FEET (14.9 M) AZIMUTH 340
 AH7520'DEGREES TO A 12 INCH CMP CULVERT AND 24.3 FEET (7.4 M) SOUTH FROM THE
 AH7520'CENTERLINE LOCK ROAD (CR 53) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7536 ***********************************************************************
 AH7536  DESIGNATION -  HARTFORD TWP 3
 AH7536  PID         -  AH7536
 AH7536  STATE/COUNTY-  OH/DELAWARE
 AH7536  USGS QUAD   -  SUNBURY (1981)
 AH7536
 AH7536                         *CURRENT SURVEY CONTROL
 AH7536  ___________________________________________________________________
 AH7536* NAD 83(1995)-  40 14 46.65592(N)    082 45 11.59828(W)     ADJUSTED  
 AH7536* NAVD 88     -       345.4    (meters)    1133.     (feet)  GPS OBS   
 AH7536  ___________________________________________________________________
 AH7536  X           -     614,988.599 (meters)                     COMP
 AH7536  Y           -  -4,836,377.653 (meters)                     COMP
 AH7536  Z           -   4,099,098.392 (meters)                     COMP
 AH7536  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH7536  ELLIP HEIGHT-         311.32  (meters)          (10/07/05) GPS OBS
 AH7536  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AH7536
 AH7536  HORZ ORDER  -  FIRST
 AH7536  ELLP ORDER  -  FOURTH    CLASS II
 AH7536
 AH7536.The horizontal coordinates were established by GPS observations
 AH7536.and adjusted by the National Geodetic Survey in February 1999..
 AH7536
 AH7536.The orthometric height was determined by GPS observations and a
 AH7536.high-resolution geoid model.
 AH7536
 AH7536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7536
 AH7536.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7536
 AH7536.The ellipsoidal height was determined by GPS observations
 AH7536.and is referenced to NAD 83.
 AH7536
 AH7536.The geoid height was determined by GEOID03.
 AH7536
 AH7536;                    North         East     Units Scale Factor Converg.
 AH7536;SPC OH N     -    64,397.770   578,453.453   MT  1.00004109   -0 09 58.9
 AH7536;UTM  17      - 4,456,568.212   350,880.686   MT  0.99987373   -1 07 58.5
 AH7536
 AH7536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7536!SPC OH N     -   0.99995116  x   1.00004109  =   0.99999225
 AH7536!UTM  17      -   0.99995116  x   0.99987373  =   0.99982490
 AH7536
 AH7536                          SUPERSEDED SURVEY CONTROL
 AH7536
 AH7536  ELLIP H (02/25/99)  311.31   (m)                       GP(       ) 4 2
 AH7536
 AH7536.Superseded values are not recommended for survey control.
 AH7536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7536.See file dsdata.txt to determine how the superseded data were derived.
 AH7536
 AH7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5088156568(NAD 83)
 AH7536_MARKER: DD = SURVEY DISK
 AH7536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7536_STAMPING: HARTFORD TWP 3 1998
 AH7536_MARK LOGO: OH-089
 AH7536_PROJECTION: FLUSH
 AH7536_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7536+STABILITY: SURFACE MOTION
 AH7536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7536+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7536
 AH7536  HISTORY     - Date     Condition        Report By
 AH7536  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7536
 AH7536                          STATION DESCRIPTION
 AH7536
 AH7536'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7536'THE STATION IS LOCATED IN DELAWARE COUNTY, OHIO ABOUT 3.6 MILES (5.8
 AH7536'KM) WEST OF THE CITY OF HARTFORD IN OHIO.  TO REACH THE STATION FROM
 AH7536'THE INTERSECTION OF FOUNDATION ROAD (CR 2) AND CROTON ROAD (CR 3) IN
 AH7536'THE CITY OF HARTFORD PROCEED WEST ALONG FOUNDATION ROAD (CR 2) A
 AH7536'DISTANCE OF 1.4 MILES (2.3 KM) TO ITS INTERSECTION WITH CLOVER VALLEY
 AH7536'ROAD (CR 26) .  TURN RIGHT AND PROCEED NORTH ALONG CLOVER VALLEY ROAD
 AH7536'(CR 26) A DISTANCE OF 0.4 MILE (0.6 KM) TO ITS INTERSECTION WITH
 AH7536'FOUNDATION ROAD (CR 2) .  TURN LEFT AND PROCEED WEST ALONG FOUNDATION
 AH7536'ROAD (CR 2) A DISTANCE OF 2.0 MILES (3.2 KM) . THE STATION IS IN THE
 AH7536'NORTHWEST QUADRANT OF THE INTERSECTION OF COUNTY LINE ROAD (DEL CO 51)
 AH7536', HARTFORD ROAD (DEL CO 44) AND FOUNDATION ROAD (CR 2) .  THE STATION
 AH7536'IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7536'PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED
 AH7536'HARTFORD TWP 3 1998.  THE STATION IS 20.7 FEET (6.3 M) AZIMUTH 19
 AH7536'DEGREES TO A POWER POLE WITH THE NUMBER 1929/319/818/248, 52.8 FEET
 AH7536'(16.1 M) AZIMUTH 150 DEGREES TO A SIGN POST STATING HARTFORD ROAD DEL
 AH7536'CO 44, 33.9 FEET (10.3 M) AZIMUTH 224 DEGREES TO A TACK IN A LONE WOOD
 AH7536'FENCE POST, 18.2 FEET (5.5 M) WEST FROM THE CENTERLINE NORTH COUNTY
 AH7536'LINE ROAD AND 67.0 FEET (20.4 M) NORTH OF THE CENTERLINE OF HARTFORD
 AH7536'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7537 ***********************************************************************
 AH7537  DESIGNATION -  HARTFORD TWP 4
 AH7537  PID         -  AH7537
 AH7537  STATE/COUNTY-  OH/LICKING
 AH7537  USGS QUAD   -  JOHNSTOWN (1984)
 AH7537
 AH7537                         *CURRENT SURVEY CONTROL
 AH7537  ___________________________________________________________________
 AH7537* NAD 83(1995)-  40 14 41.13478(N)    082 42 52.03370(W)     ADJUSTED  
 AH7537* NAVD 88     -       352.8    (meters)    1157.     (feet)  GPS OBS   
 AH7537  ___________________________________________________________________
 AH7537  X           -     618,275.562 (meters)                     COMP
 AH7537  Y           -  -4,836,075.207 (meters)                     COMP
 AH7537  Z           -   4,098,973.215 (meters)                     COMP
 AH7537  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AH7537  ELLIP HEIGHT-         318.77  (meters)          (10/07/05) GPS OBS
 AH7537  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AH7537
 AH7537  HORZ ORDER  -  FIRST
 AH7537  ELLP ORDER  -  FOURTH    CLASS II
 AH7537
 AH7537.The horizontal coordinates were established by GPS observations
 AH7537.and adjusted by the National Geodetic Survey in February 1999..
 AH7537
 AH7537.The orthometric height was determined by GPS observations and a
 AH7537.high-resolution geoid model.
 AH7537
 AH7537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7537
 AH7537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7537
 AH7537.The ellipsoidal height was determined by GPS observations
 AH7537.and is referenced to NAD 83.
 AH7537
 AH7537.The geoid height was determined by GEOID03.
 AH7537
 AH7537;                    North         East     Units Scale Factor Converg.
 AH7537;SPC OH S     -   249,232.489   581,751.644   MT  1.00004868   -0 08 09.9
 AH7537;UTM  17      - 4,456,333.482   354,174.946   MT  0.99986177   -1 06 28.2
 AH7537
 AH7537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7537!SPC OH S     -   0.99995000  x   1.00004868  =   0.99999867
 AH7537!UTM  17      -   0.99995000  x   0.99986177  =   0.99981177
 AH7537
 AH7537                          SUPERSEDED SURVEY CONTROL
 AH7537
 AH7537  ELLIP H (02/25/99)  318.79   (m)                       GP(       ) 4 2
 AH7537
 AH7537.Superseded values are not recommended for survey control.
 AH7537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7537.See file dsdata.txt to determine how the superseded data were derived.
 AH7537
 AH7537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5417556333(NAD 83)
 AH7537_MARKER: DD = SURVEY DISK
 AH7537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7537_STAMPING: HARTFORD TWP 4 1998
 AH7537_MARK LOGO: OH-089
 AH7537_PROJECTION: FLUSH
 AH7537_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7537+STABILITY: SURFACE MOTION
 AH7537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7537+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7537
 AH7537  HISTORY     - Date     Condition        Report By
 AH7537  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7537
 AH7537                          STATION DESCRIPTION
 AH7537
 AH7537'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7537'THE STATION IS LOCATED IN HARTFORD TOWNSHIP IN LICKING COUNTY, OHIO
 AH7537'ABOUT 1.7 MILES (2.7 KM) NORTHWEST OF CITY OF HARTFORD.  TO REACH THE
 AH7537'STATION FROM THE INTERSECTION OF FOUNDATION ROAD (CR 2) AND CROTON
 AH7537'ROAD (CR 3) IN THE CITY OF HARTFORD PROCEED WEST ALONG FOUNDATION ROAD
 AH7537'(CR 2) A DISTANCE OF 1.4 MILES (2.3 KM) TO ITS INTERSECTION WITH
 AH7537'CLOVER VALLEY ROAD (CR 26) .  TURN RIGHT AND PROCEED NORTH ALONG
 AH7537'CLOVER VALLEY ROAD (CR 26) A DISTANCE OF 0.4 MILE (0.6 KM) TO ITS
 AH7537'INTERSECTION WITH FOUNDATION ROAD (CR 2) AND THE STATION IN THE
 AH7537'NORTHWEST QUADRANT OF THE INTERSECTION.  THE STATION IS A STANDARD 3
 AH7537'1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7537'MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED HARTFORD TWP 4
 AH7537'1998.  THE STATION IS 29.4 FEET (9.0 M) AZIMUTH 0 DEGREES TO A GUY
 AH7537'WIRE AT THE END TOUCHING THE ANCHOR, 12.7 FEET (3.9 M) AZIMUTH 80
 AH7537'DEGREES TO A STOP SIGN, 60.5 FEET (18.4 M) AZIMUTH 210 DEGREES TO A PK
 AH7537'NAIL IN A POWER POLE, 7.3 FEET (2.2 M) AZIMUTH 181 DEGREES TO A POWER
 AH7537'POLE WITH THE NUMBER SW4880 X1940 1398/Y817636, 27.0 FEET (8.2 M)
 AH7537'NORTH FROM THE CENTERLINE OF FOUNDATION ROAD AND 27.0 FEET (8.2 M)
 AH7537'WEST FROM THE CENTERLINE OF CLOVER VALLEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7538 ***********************************************************************
 AH7538  DESIGNATION -  HARTFORD TWP 5
 AH7538  PID         -  AH7538
 AH7538  STATE/COUNTY-  OH/LICKING
 AH7538  USGS QUAD   -  JOHNSTOWN (1984)
 AH7538
 AH7538                         *CURRENT SURVEY CONTROL
 AH7538  ___________________________________________________________________
 AH7538* NAD 83(1995)-  40 14 20.36719(N)    082 41 10.94524(W)     ADJUSTED  
 AH7538* NAVD 88     -       352.6    (meters)    1157.     (feet)  GPS OBS   
 AH7538  ___________________________________________________________________
 AH7538  X           -     620,698.270 (meters)                     COMP
 AH7538  Y           -  -4,836,181.968 (meters)                     COMP
 AH7538  Z           -   4,098,484.138 (meters)                     COMP
 AH7538  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AH7538  ELLIP HEIGHT-         318.62  (meters)          (10/07/05) GPS OBS
 AH7538  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 AH7538
 AH7538  HORZ ORDER  -  FIRST
 AH7538  ELLP ORDER  -  FOURTH    CLASS II
 AH7538
 AH7538.The horizontal coordinates were established by GPS observations
 AH7538.and adjusted by the National Geodetic Survey in February 1999..
 AH7538
 AH7538.The orthometric height was determined by GPS observations and a
 AH7538.high-resolution geoid model.
 AH7538
 AH7538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7538
 AH7538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7538
 AH7538.The ellipsoidal height was determined by GPS observations
 AH7538.and is referenced to NAD 83.
 AH7538
 AH7538.The geoid height was determined by GEOID03.
 AH7538
 AH7538;                    North         East     Units Scale Factor Converg.
 AH7538;SPC OH S     -   248,586.596   584,139.719   MT  1.00004717   -0 07 05.7
 AH7538;UTM  17      - 4,455,647.321   356,551.274   MT  0.99985331   -1 05 22.4
 AH7538
 AH7538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7538!SPC OH S     -   0.99995002  x   1.00004717  =   0.99999719
 AH7538!UTM  17      -   0.99995002  x   0.99985331  =   0.99980334
 AH7538
 AH7538                          SUPERSEDED SURVEY CONTROL
 AH7538
 AH7538  ELLIP H (02/25/99)  318.65   (m)                       GP(       ) 4 2
 AH7538
 AH7538.Superseded values are not recommended for survey control.
 AH7538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7538.See file dsdata.txt to determine how the superseded data were derived.
 AH7538
 AH7538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5655155647(NAD 83)
 AH7538_MARKER: DD = SURVEY DISK
 AH7538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7538_STAMPING: HARTFORD TWP 5 1998
 AH7538_MARK LOGO: OH-089
 AH7538_PROJECTION: FLUSH
 AH7538_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7538+STABILITY: SURFACE MOTION
 AH7538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7538+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7538
 AH7538  HISTORY     - Date     Condition        Report By
 AH7538  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7538
 AH7538                          STATION DESCRIPTION
 AH7538
 AH7538'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7538'THE STATION IS LOCATED IN HARTFORD TOWNSHIP LICKING COUNTY, OHIO IN
 AH7538'THE CITY OF HARTFORD.  THE STATION IS IN THE CENTER OF THE CITY OF
 AH7538'HARTFORD AT THE INTERSECTION OF MAIN STREET AND PARK STREET IN THE
 AH7538'NORTHWEST CORNER OF THE INTERSECTION.  THE STATION IS A STANDARD 3 1/4
 AH7538'INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7538'MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED HARTFORD TWP 5
 AH7538'1998.  THE STATION IS 10.9 FEET (3.3 M) AZIMUTH 248 DEGREES TO A POWER
 AH7538'POLE WITH THE NUMBER 127EZ08, 32.3 FEET (9.8 M) AZIMUTH 352 DEGREES TO
 AH7538'A 21 INCH SPRUCE TREE, 28.9 FEET (8.8 M) AZIMUTH 22 DEGREES TO A POWER
 AH7538'POLE WITH NUMBER 127EZ08-2, 6.3 FEET (1.9 M) AZIMUTH 179 DEGREES TO A
 AH7538'GUY WIRE, 26.9 FEET (8.2 M) NORTH FROM THE CENTERLINE OF PARK STREET
 AH7538'AND 39.2 FEET (11.9 M) WEST FROM THE CENTERLINE OF MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7541 ***********************************************************************
 AH7541  DESIGNATION -  HARTFORD TWP 6
 AH7541  PID         -  AH7541
 AH7541  STATE/COUNTY-  OH/LICKING
 AH7541  USGS QUAD   -  SUNBURY (1981)
 AH7541
 AH7541                         *CURRENT SURVEY CONTROL
 AH7541  ___________________________________________________________________
 AH7541* NAD 83(1995)-  40 13 05.16178(N)    082 45 18.40549(W)     ADJUSTED  
 AH7541* NAVD 88     -       338.0    (meters)    1109.     (feet)  GPS OBS   
 AH7541  ___________________________________________________________________
 AH7541  X           -     615,083.279 (meters)                     COMP
 AH7541  Y           -  -4,838,398.264 (meters)                     COMP
 AH7541  Z           -   4,096,703.578 (meters)                     COMP
 AH7541  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AH7541  ELLIP HEIGHT-         303.94  (meters)          (10/07/05) GPS OBS
 AH7541  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 AH7541
 AH7541  HORZ ORDER  -  FIRST
 AH7541  ELLP ORDER  -  FOURTH    CLASS II
 AH7541
 AH7541.The horizontal coordinates were established by GPS observations
 AH7541.and adjusted by the National Geodetic Survey in February 1999..
 AH7541
 AH7541.The orthometric height was determined by GPS observations and a
 AH7541.high-resolution geoid model.
 AH7541
 AH7541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7541
 AH7541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7541
 AH7541.The ellipsoidal height was determined by GPS observations
 AH7541.and is referenced to NAD 83.
 AH7541
 AH7541.The geoid height was determined by GEOID03.
 AH7541
 AH7541;                    North         East     Units Scale Factor Converg.
 AH7541;SPC OH S     -   246,281.154   578,283.537   MT  1.00004179   -0 09 42.7
 AH7541;UTM  17      - 4,453,441.896   350,657.912   MT  0.99987455   -1 08 00.5
 AH7541
 AH7541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7541!SPC OH S     -   0.99995232  x   1.00004179  =   0.99999411
 AH7541!UTM  17      -   0.99995232  x   0.99987455  =   0.99982688
 AH7541
 AH7541                          SUPERSEDED SURVEY CONTROL
 AH7541
 AH7541.No superseded survey control is available for this station.
 AH7541
 AH7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5065853442(NAD 83)
 AH7541_MARKER: DD = SURVEY DISK
 AH7541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7541_STAMPING: HARTFORD TWP 6 1998
 AH7541_MARK LOGO: OH-089
 AH7541_PROJECTION: FLUSH
 AH7541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7541+STABILITY: SURFACE MOTION
 AH7541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7541+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7541
 AH7541  HISTORY     - Date     Condition        Report By
 AH7541  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7541
 AH7541                          STATION DESCRIPTION
 AH7541
 AH7541'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7541'THE STATION IS LOCATED IN HARTFORD TOWNSHIP IN LICKING COUNTY, OHIO
 AH7541'ABOUT 3.8 MILES (6.1 KM) SOUTHWEST OF THE TOWN OF HARTFORD.  TO REACH
 AH7541'THE STATION FROM THE INTERSECTION OF FOUNDATION ROAD (CR 2) AND CROTON
 AH7541'ROAD (CR 3) IN HARTFORD PROCEED WEST ALONG FOUNDATION ROAD (CR 2) A
 AH7541'DISTANCE OF 1.3 MILES (2.1 KM) TO ITS INTERSECTION WITH CLOVER VALLEY
 AH7541'ROAD (T-26) .  TURN RIGHT AND PROCEED NORTH ALONG CLOVER VALLEY ROAD
 AH7541'(T-26) A DISTANCE OF 0.3 MILES (0.5 KM) TO ITS INTERSECTION WITH
 AH7541'FOUNDATION ROAD (CR 2) .  TURN LEFT AND PROCEED WEST ALONG FOUNDATION
 AH7541'ROAD (CR 2) A DISTANCE OF 2.0 MILES (3.2 KM) TO ITS INTERSECTION WITH
 AH7541'NORTH COUNTY LINE ROAD (CR 51) .  TURN LEFT AND PROCEED SOUTH ALONG
 AH7541'NORTH COUNTY LINE ROAD (CR 51) A DISTANCE OF 1.9 MILES (3.1 KM) TO THE
 AH7541'STATION ON THE LEFT.  THE STATION IS A STANDARD 3 1/4 INCH LICKING
 AH7541'COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH
 AH7541'WITH THE GROUND SURFACE AND STAMPED HARTFORD TWP 6 1998.  THE STATION
 AH7541'IS 51.8 FEET (15.8 M) AZIMUTH 315 DEGREES TO A TELEPHONE PEDESTAL WITH
 AH7541'THE NUMBER 124FB/420 14, 54.5 FEET (16.6 M) AZIMUTH 240 DEGREES TO A
 AH7541'TACK IN A POWER POLE WITH THE NUMBER DRE E-1222, 22.8 FEET (6.9 M)
 AH7541'AZIMUTH 200 DEGREES TO A 12 INCH CONCRETE PIPE EXTENSION OUT OF A 4X4
 AH7541'BOX AND 22.3 FEET (6.8 M) EAST FROM THE CENTERLINE OF NORTH COUNTY
 AH7541'LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7542 ***********************************************************************
 AH7542  DESIGNATION -  HARTFORD TWP 7
 AH7542  PID         -  AH7542
 AH7542  STATE/COUNTY-  OH/LICKING
 AH7542  USGS QUAD   -  JOHNSTOWN (1984)
 AH7542
 AH7542                         *CURRENT SURVEY CONTROL
 AH7542  ___________________________________________________________________
 AH7542* NAD 83(1995)-  40 13 00.59528(N)    082 42 54.91865(W)     ADJUSTED  
 AH7542* NAVD 88     -       356.3    (meters)    1169.     (feet)  GPS OBS   
 AH7542  ___________________________________________________________________
 AH7542  X           -     618,462.235 (meters)                     COMP
 AH7542  Y           -  -4,838,073.283 (meters)                     COMP
 AH7542  Z           -   4,096,607.830 (meters)                     COMP
 AH7542  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AH7542  ELLIP HEIGHT-         322.23  (meters)          (10/07/05) GPS OBS
 AH7542  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AH7542
 AH7542  HORZ ORDER  -  FIRST
 AH7542  ELLP ORDER  -  FOURTH    CLASS II
 AH7542
 AH7542.The horizontal coordinates were established by GPS observations
 AH7542.and adjusted by the National Geodetic Survey in February 1999..
 AH7542
 AH7542.The orthometric height was determined by GPS observations and a
 AH7542.high-resolution geoid model.
 AH7542
 AH7542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7542
 AH7542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7542
 AH7542.The ellipsoidal height was determined by GPS observations
 AH7542.and is referenced to NAD 83.
 AH7542
 AH7542.The geoid height was determined by GEOID03.
 AH7542
 AH7542;                    North         East     Units Scale Factor Converg.
 AH7542;SPC OH S     -   246,131.462   581,676.060   MT  1.00004147   -0 08 11.7
 AH7542;UTM  17      - 4,453,234.749   354,046.822   MT  0.99986224   -1 06 27.7
 AH7542
 AH7542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7542!SPC OH S     -   0.99994945  x   1.00004147  =   0.99999092
 AH7542!UTM  17      -   0.99994945  x   0.99986224  =   0.99981170
 AH7542
 AH7542                          SUPERSEDED SURVEY CONTROL
 AH7542
 AH7542  ELLIP H (02/25/99)  322.24   (m)                       GP(       ) 4 2
 AH7542
 AH7542.Superseded values are not recommended for survey control.
 AH7542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7542.See file dsdata.txt to determine how the superseded data were derived.
 AH7542
 AH7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5404753235(NAD 83)
 AH7542_MARKER: DD = SURVEY DISK
 AH7542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7542_STAMPING: HARTFORD TWP 7 1998
 AH7542_MARK LOGO: OH-089
 AH7542_PROJECTION: FLUSH
 AH7542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7542+STABILITY: SURFACE MOTION
 AH7542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7542+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7542
 AH7542  HISTORY     - Date     Condition        Report By
 AH7542  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7542
 AH7542                          STATION DESCRIPTION
 AH7542
 AH7542'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7542'THE STATION IS LOCATED IN HARTFORD TOWNSHIP IN LICKING COUNTY, OHIO
 AH7542'ABOUT 2.0 MILES (3.2 KM) SOUTHWEST OF THE CITY OF HARTFORD.  TO REACH
 AH7542'THE STATION FROM THE INTERSECTION OF FOUNDATION ROAD (CR 2) AND CROTON
 AH7542'ROAD (CR 3) PROCEED WEST ALONG FOUNDATION ROAD (CR 2) A DISTANCE OF
 AH7542'1.4 MILES (2.3 KM) TO THE INTERSECTION WITH CLOVER VALLEY ROAD (T-26)
 AH7542'.  TURN LEFT AND PROCEED SOUTH ALONG CLOVER VALLEY ROAD (T-26) A
 AH7542'DISTANCE OF 1.5 MILES (2.4 KM) TO THE STATION ON THE RIGHT. THE
 AH7542'STATION IS A STANDARD LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7542'PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE AND STAMPED
 AH7542'HARTFORD TWP 7 1998.  THE STATION IS 24.2 FEET (7.4 M) AZIMUTH 99
 AH7542'DEGREES TO A MAG NAIL IN THE CENTERLINE OF CLOVER VALLEY ROAD, 66.1
 AH7542'FEET (20.1 M) 147 DEGREES TO A POWER POLE WITH THE NUMBER L28A45, AND
 AH7542'66.8 FEET (20.4 M) AZIMUTH 10 DEGREES TO A TELEPHONE PEDESTAL WITH THE
 AH7542'NUMBER 126FB/501 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7543 ***********************************************************************
 AH7543  DESIGNATION -  HARTFORD TWP 8
 AH7543  PID         -  AH7543
 AH7543  STATE/COUNTY-  OH/LICKING
 AH7543  USGS QUAD   -  JOHNSTOWN (1984)
 AH7543
 AH7543                         *CURRENT SURVEY CONTROL
 AH7543  ___________________________________________________________________
 AH7543* NAD 83(1995)-  40 12 59.69939(N)    082 40 52.70977(W)     ADJUSTED  
 AH7543* NAVD 88     -       358.3    (meters)    1176.     (feet)  GPS OBS   
 AH7543  ___________________________________________________________________
 AH7543  X           -     621,331.082 (meters)                     COMP
 AH7543  Y           -  -4,837,725.224 (meters)                     COMP
 AH7543  Z           -   4,096,588.026 (meters)                     COMP
 AH7543  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AH7543  ELLIP HEIGHT-         324.24  (meters)          (10/07/05) GPS OBS
 AH7543  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AH7543
 AH7543  HORZ ORDER  -  FIRST
 AH7543  ELLP ORDER  -  FOURTH    CLASS II
 AH7543
 AH7543.The horizontal coordinates were established by GPS observations
 AH7543.and adjusted by the National Geodetic Survey in February 1999..
 AH7543
 AH7543.The orthometric height was determined by GPS observations and a
 AH7543.high-resolution geoid model.
 AH7543
 AH7543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7543
 AH7543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7543
 AH7543.The ellipsoidal height was determined by GPS observations
 AH7543.and is referenced to NAD 83.
 AH7543
 AH7543.The geoid height was determined by GEOID03.
 AH7543
 AH7543;                    North         East     Units Scale Factor Converg.
 AH7543;SPC OH S     -   246,097.482   584,565.785   MT  1.00004140   -0 06 54.2
 AH7543;UTM  17      - 4,453,151.823   356,935.024   MT  0.99985196   -1 05 08.8
 AH7543
 AH7543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7543!SPC OH S     -   0.99994914  x   1.00004140  =   0.99999054
 AH7543!UTM  17      -   0.99994914  x   0.99985196  =   0.99980111
 AH7543
 AH7543                          SUPERSEDED SURVEY CONTROL
 AH7543
 AH7543  ELLIP H (02/25/99)  324.26   (m)                       GP(       ) 4 2
 AH7543
 AH7543.Superseded values are not recommended for survey control.
 AH7543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7543.See file dsdata.txt to determine how the superseded data were derived.
 AH7543
 AH7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5693553152(NAD 83)
 AH7543_MARKER: DD = SURVEY DISK
 AH7543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7543_STAMPING: HARTFORD TWP 8 1998
 AH7543_MARK LOGO: OH-089
 AH7543_PROJECTION: FLUSH
 AH7543_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7543+STABILITY: SURFACE MOTION
 AH7543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7543+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7543
 AH7543  HISTORY     - Date     Condition        Report By
 AH7543  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7543
 AH7543                          STATION DESCRIPTION
 AH7543
 AH7543'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7543'THE STATION IS LOCATED IN HARTFORD TOWNSHIP IN LICKING COUNTY, OHIO
 AH7543'ABOUT 1.5 MILES (2.4 KM) SOUTH OF THE CITY OF HARTFORD.  TO REACH THE
 AH7543'STATION FROM THE INTERSECTION OF FOUNDATION ROAD (CR 2) AND CROTON
 AH7543'ROAD (CR 3) PROCEED SOUTH ALONG CROTON ROAD (CR 3) A DISTANCE OF 1.8
 AH7543'MILES (2.9 KM) TO ITS INTERSECTION WITH PARSONS ROAD (T-50) .  TURN
 AH7543'LEFT AND PROCEED EAST ALONG PARSONS ROAD (T-50) A DISTANCE OF 0.5 MILE
 AH7543'(0.8 KM) TO THE STATION ON THE RIGHT ON THE SOUTH SIDE OF THE ROAD.
 AH7543'THE STATION IS IN A WIDE PIECE OF GRASS STRIP WHERE THERE ARE TWO
 AH7543'TELEPHONE POLES.  THE STATION IS A STANDARD LICKING COUNTY SURVEY DISK
 AH7543'SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH WITH THE GROUND
 AH7543'SURFACE AND STAMPED HARTFORD TWP 8 1998.  THE STATION IS 35.7 FEET
 AH7543'(10.9 M) AZIMUTH 240 DEGREES TO A POLE NEXT TO A WALL WITH METERS
 AH7543'MOUNTED ON THE WALL, 10.0 FEET (3.0 M) AZIMUTH 110 DEGREES TO A POLE
 AH7543'WITH NO NUMBER, 9.7 FEET (3.0 M) AZIMUTH 270 DEGREES TO A GUY WIRE AND
 AH7543'29.2 FEET (8.9 M) SOUTH FROM THE CENTERLINE OF PARSONS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1096 ***********************************************************************
 MC1096  DESIGNATION -  HARTLAND
 MC1096  PID         -  MC1096
 MC1096  STATE/COUNTY-  OH/HURON
 MC1096  USGS QUAD   -  CLARKSFIELD (1972)
 MC1096
 MC1096                         *CURRENT SURVEY CONTROL
 MC1096  ___________________________________________________________________
 MC1096* NAD 83(1995)-  41 10 30.75063(N)    082 29 25.68633(W)     ADJUSTED  
 MC1096* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 MC1096  ___________________________________________________________________
 MC1096  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 MC1096  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 MC1096
 MC1096  HORZ ORDER  -  SECOND
 MC1096
 MC1096.The horizontal coordinates were established by classical geodetic methods
 MC1096.and adjusted by the National Geodetic Survey in April 1998..
 MC1096
 MC1096.The orthometric height was scaled from a topographic map.
 MC1096
 MC1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1096
 MC1096.The geoid height was determined by GEOID03.
 MC1096
 MC1096;                    North         East     Units Scale Factor Converg.
 MC1096;SPC OH N     -   167,517.843   600,799.766   MT  0.99994090   +0 00 22.5
 MC1096;UTM  17      - 4,559,277.867   374,979.945   MT  0.99979236   -0 58 53.0
 MC1096
 MC1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1096!SPC OH N     -   0.99999634  x   0.99994090  =   0.99993724
 MC1096!UTM  17      -   0.99999634  x   0.99979236  =   0.99978871
 MC1096
 MC1096|---------------------------------------------------------------------|
 MC1096| PID    Reference Object                     Distance      Geod. Az  |
 MC1096|                                                           dddmmss.s |
 MC1096| CE6700 HARTLAND RM 1                        28.259 METERS 14826     |
 MC1096| CE6699 HARTLAND AZ MK                                     1782217.5 |
 MC1096| MC1099 OHIO                                 22.088 METERS 22151     |
 MC1096| CE6701 HARTLAND RM 2                        26.698 METERS 23851     |
 MC1096|---------------------------------------------------------------------|
 MC1096
 MC1096                          SUPERSEDED SURVEY CONTROL
 MC1096
 MC1096  NAD 83(1986)-  41 10 30.75750(N)    082 29 25.69800(W) AD(       ) 2
 MC1096  NAD 27      -  41 10 30.56890(N)    082 29 26.08655(W) AD(       ) 2
 MC1096
 MC1096.Superseded values are not recommended for survey control.
 MC1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1096.See file dsdata.txt to determine how the superseded data were derived.
 MC1096
 MC1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7498059278(NAD 83)
 MC1096_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1096
 MC1096  HISTORY     - Date     Condition        Report By
 MC1096  HISTORY     - 1959     MONUMENTED       CGS
 MC1096
 MC1096                          STATION DESCRIPTION
 MC1096
 MC1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1096'THE STATION IS ABOUT 8 MILES SOUTHWEST OF NORWALK, 5 MILES SOUTH OF
 MC1096'EAST TOWNSEND, IN THE VILLAGE
 MC1096'OF HARTLAND, HARTLAND TOWNSHIP, IN THE SOUTHWEST ANGLE OF THE
 MC1096'INTERSECTION OF HARTLAND ROAD AND
 MC1096'COURT ROAD, ON PROPERTY OWNED BY MR. WILL H. DARLING.
 MC1096'
 MC1096'TO REACH THE STATION FROM A CROSSROAD IN THE SMALL VILLAGE OF OLENA,
 MC1096'ABOUT 5 MILES NORTHWEST OF
 MC1096'FITCHVILLE, GO EAST ON SCRANTON ROAD 2.6 MILES TO A CROSSROAD.  TURN
 MC1096'LEFT AND GO NORTH ON HARTLAND CT.
 MC1096'ROAD 0.8 MILE TO A LARGE HOUSE ON THE LEFT AND THE AZIMUTH
 MC1096'MARK ON THE LEFT.  CONTINUE NORTH ON HARTLAND
 MC1096'ROAD 0.5 MILE TO THE INTERSECTION OF COURT
 MC1096'ROAD AND THE STATION OF THE LEFT.
 MC1096'
 MC1096'STATION MARKS ARE STANDARD DISKS STAMPED HARTLAND 1959.  THE SURFACE
 MC1096'DISK IS SET IN A SQUARE CONCRETE
 MC1096'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 71 FEET NORTHEAST
 MC1096'OF THE NORTHEAST CORNER OF MR.
 MC1096'DARLINGS HOUSE, 80 FEET WEST OF THE CENTERLINE OF HARTLAND
 MC1096'CT. RD, 31 FEET SOUTH OF THE CENTERLINE OF
 MC1096'COURT RD. AND 26 FEET NORTH OF A 14-INCH ELM
 MC1096'TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MC1096'CONCRETE 32 INCHES BELOW THE SURFACE
 MC1096'OF THE GROUND.
 MC1096'
 MC1096'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HARTLAND NO 1 1959, IS
 MC1096'SET IN A SQUARE CONCRETE POST
 MC1096'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 110 FEET SOUTH OF THE
 MC1096'CENTERLINE OF COURT RD., 95 FEET EAST OF
 MC1096'THE SOUTHEAST CORNER OF THE HOUSE, 32 FEET WEST OF
 MC1096'THE PAINTED CENTERLINE OF HARTLAND RD. AND 13
 MC1096'FEET NORTHWEST OF A POWER POLE.
 MC1096'
 MC1096'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HARTLAND NO 2 1959, IS
 MC1096'SET IN SQUARE CONCRETE POST
 MC1096'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 78 FEET SOUTH OF THE
 MC1096'CENTERLINE OF COURT RD., 13 FEET WEST
 MC1096'OF THE MOST WESTERLY PORCH POST OF THE HOUSE, 27 FEET
 MC1096'SOUTH OF A LONE SPRUCE TREE AND 8 FEET NORTH
 MC1096'OF THE WEST SIDE OF THE HOUSE.
 MC1096'
 MC1096'OHIO 1908 IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MC1096'STAMPED OHIO 1908.  CEMENTED IN
 MC1096'A DRILL HOLE IN THE NORTH FACE OF THE FOUNDATION OF MR. DARLINGS
 MC1096'HOUSE.  IT IS 20 INCHES WEST OF THE
 MC1096'NORTHEAST CORNER OF THE HOUSE AND PROJECTS 16 INCHES.
 MC1096'
 MC1096'AZIMUTH MARK IS A STANDARD DISK STAMPED HARTLAND 1959, SET IN A
 MC1096'SQUARE CONCRETE POST WHICH
 MC1096'PROJECTS 4 INCHES.  IT IS 81 FEET NORTHEAST OF THE NORTHEAST CORNER
 MC1096'OF THE OLD HOUSE, 26 FEET WEST OF
 MC1096'THE PAINTED CENTERLINE OF HARTLAND CT. RD. AND 1 FOOT NORTH OF A
 MC1096'POWER POLE.  A STANDARD METAL WITNESS
 MC1096'POST WAS SET 1.9 FEET SOUTHEAST OF THE MARK.
 MC1096'
 MC1096'HEIGHT OF LIGHT ABOVE STATION MARK-26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1750 ***********************************************************************
 MC1750  DESIGNATION -  HARTMAN
 MC1750  PID         -  MC1750
 MC1750  STATE/COUNTY-  OH/LUCAS
 MC1750  USGS QUAD   -  GRAND RAPIDS (1977)
 MC1750
 MC1750                         *CURRENT SURVEY CONTROL
 MC1750  ___________________________________________________________________
 MC1750* NAD 83(1995)-  41 25 59.52118(N)    083 49 50.91268(W)     ADJUSTED  
 MC1750* NAVD 88     -       201.7    (meters)     662.     (feet)  GPS OBS   
 MC1750  ___________________________________________________________________
 MC1750  X           -     514,650.424 (meters)                     COMP
 MC1750  Y           -  -4,761,281.776 (meters)                     COMP
 MC1750  Z           -   4,198,722.970 (meters)                     COMP
 MC1750  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 MC1750  ELLIP HEIGHT-         166.31  (meters)          (10/07/05) GPS OBS
 MC1750  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 MC1750
 MC1750  HORZ ORDER  -  FIRST
 MC1750  ELLP ORDER  -  FOURTH    CLASS I
 MC1750
 MC1750.The horizontal coordinates were established by GPS observations
 MC1750.and adjusted by the National Geodetic Survey in April 1998..
 MC1750
 MC1750.The orthometric height was determined by GPS observations and a
 MC1750.high-resolution geoid model.
 MC1750
 MC1750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1750
 MC1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1750
 MC1750.The ellipsoidal height was determined by GPS observations
 MC1750.and is referenced to NAD 83.
 MC1750
 MC1750.The geoid height was determined by GEOID03.
 MC1750
 MC1750;                    North         East     Units Scale Factor Converg.
 MC1750;SPC OH N     -   197,017.431   488,777.260   MT  0.99995945   -0 52 27.4
 MC1750;UTM  17      - 4,590,716.431   263,478.085   MT  1.00028851   -1 52 26.9
 MC1750
 MC1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1750!SPC OH N     -   0.99997391  x   0.99995945  =   0.99993337
 MC1750!UTM  17      -   0.99997391  x   1.00028851  =   1.00026242
 MC1750
 MC1750                          SUPERSEDED SURVEY CONTROL
 MC1750
 MC1750  ELLIP H (04/01/98)  166.37   (m)                       GP(       ) 4 1
 MC1750  NAD 83(1995)-  41 25 59.52110(N)    083 49 50.91256(W) AD(       ) 1
 MC1750  NAD 83(1986)-  41 25 59.53113(N)    083 49 50.92564(W) AD(       ) 1
 MC1750
 MC1750.Superseded values are not recommended for survey control.
 MC1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1750.See file dsdata.txt to determine how the superseded data were derived.
 MC1750
 MC1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6347890716(NAD 83)
 MC1750_MARKER: DD = SURVEY DISK
 MC1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1750_SP_SET: CONCRETE POST
 MC1750_STAMPING: HARTMAN 1993
 MC1750_MARK LOGO: OH-095
 MC1750_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1750+STABILITY: SURFACE MOTION
 MC1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1750+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1750
 MC1750  HISTORY     - Date     Condition        Report By
 MC1750  HISTORY     - 1993     MONUMENTED       OH-095
 MC1750
 MC1750                          STATION DESCRIPTION
 MC1750
 MC1750'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1750'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 2.25 MILES
 MC1750'NORTHEAST OF THE VILLAGE OF GRAND RAPIDS.
 MC1750'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 24 AND STATE ROUTE
 MC1750'578 PROCEED NORTHEAST ALONG U.S. 24 2.0 MILES TO AN APPLE ORCHARD AND
 MC1750'THE STATION ON THE LEFT.
 MC1750'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1750'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND
 MC1750'SURFACE IS STAMPED --HARTMAN 1993--.
 MC1750'THE STATION IS APPROXIMATELY 425.0 FEET NORTHEAST FROM A DRIVEWAY ON
 MC1750'THE NORTHWEST SIDE OF U.S. 24, 10.4 FEET SOUTHEAST FROM A TACK AND
 MC1750'SHINER IN A POWER POLE, 94.1 FEET EAST FROM A POPLAR TREE, 25.0 FEET
 MC1750'SOUTHWEST FROM A TACK AND SHINER IN APPLE TREE, AND 71.2 FEET
 MC1750'NORTHWEST FROM A POWER POLE ON THE SOUTHEAST SIDE OF A ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3365 ***********************************************************************
 KY3365  DESIGNATION -  HARTVILLE MONARCH N TANK
 KY3365  PID         -  KY3365
 KY3365  STATE/COUNTY-  OH/PORTAGE
 KY3365  USGS QUAD   -  HARTVILLE (1994)
 KY3365
 KY3365                         *CURRENT SURVEY CONTROL
 KY3365  ___________________________________________________________________
 KY3365* NAD 83(1995)-  40 59 34.46747(N)    081 20 58.45255(W)     ADJUSTED  
 KY3365* NAVD 88     -                                                        
 KY3365  ___________________________________________________________________
 KY3365  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 KY3365  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KY3365
 KY3365  HORZ ORDER  -  THIRD
 KY3365
 KY3365.The horizontal coordinates were established by classical geodetic methods
 KY3365.and adjusted by the National Geodetic Survey in April 1998..
 KY3365
 KY3365
 KY3365.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3365
 KY3365.The geoid height was determined by GEOID03.
 KY3365
 KY3365;                    North         East     Units Scale Factor Converg.
 KY3365;SPC OH N     -   147,911.900   696,793.387   MT  0.99993999   +0 45 20.8
 KY3365;UTM  17      - 4,538,028.579   470,597.438   MT  0.99961064   -0 13 45.5
 KY3365
 KY3365                          SUPERSEDED SURVEY CONTROL
 KY3365
 KY3365  NAD 83(1986)-  40 59 34.47400(N)    081 20 58.45667(W) AD(       ) 4
 KY3365  NAD 27      -  40 59 34.26697(N)    081 20 59.06683(W) AD(       ) 3
 KY3365
 KY3365.Superseded values are not recommended for survey control.
 KY3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3365.See file dsdata.txt to determine how the superseded data were derived.
 KY3365
 KY3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7059738029(NAD 83)
 KY3365_MARKER: Z = SEE DESCRIPTION
 KY3365_SETTING: 0 = UNSPECIFIED SETTING
 KY3365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3365
 KY3365  HISTORY     - Date     Condition        Report By
 KY3365  HISTORY     - 1977     MONUMENTED       NGS
 KY3365  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 KY3365
 KY3365                          STATION DESCRIPTION
 KY3365
 KY3365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3365'THE STATION IS THE APEX OF VENT ATOP THE HARTVILLE TELEDYNE
 KY3365'MONARCH RUBBER COMPANY NORTH WATER TANK.  THE TANK HAS A
 KY3365'CYLINDRICAL BODY WITH A DOME TOP AND HEMISPHERICAL BOTTOM,
 KY3365'SUPPORTED BY FOUR TUBULAR LEGS.  IT IS SILVER IN COLOR WITH
 KY3365'AN ORANGE TOP AND APPROXIMATELY 140 FEET HIGH.
 KY3365'
 KY3365'IT IS LOCATED ABOUT 2.2 MILES NORTHWEST OF HARTVILLE, 0.1
 KY3365'MILE WEST OF STATE HIGHWAY 43 AND AT THE EAST SIDE OF THE
 KY3365'PLANT COMPLEX.
 KY3365'
 KY3365'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 KY3365
 KY3365                          STATION RECOVERY (1999)
 KY3365
 KY3365'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY3365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3363 ***********************************************************************
 KY3363  DESIGNATION -  HARTVILLE MONARCH S TANK
 KY3363  PID         -  KY3363
 KY3363  STATE/COUNTY-  OH/STARK
 KY3363  USGS QUAD   -  HARTVILLE (1994)
 KY3363
 KY3363                         *CURRENT SURVEY CONTROL
 KY3363  ___________________________________________________________________
 KY3363* NAD 83(1995)-  40 57 37.42172(N)    081 19 50.42972(W)     ADJUSTED  
 KY3363* NAVD 88     -                                                        
 KY3363  ___________________________________________________________________
 KY3363  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KY3363  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KY3363
 KY3363  HORZ ORDER  -  THIRD
 KY3363
 KY3363.The horizontal coordinates were established by classical geodetic methods
 KY3363.and adjusted by the National Geodetic Survey in April 1998..
 KY3363
 KY3363
 KY3363.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3363
 KY3363.The geoid height was determined by GEOID03.
 KY3363
 KY3363;                    North         East     Units Scale Factor Converg.
 KY3363;SPC OH N     -   144,322.933   698,431.480   MT  0.99994089   +0 46 05.5
 KY3363;UTM  17      - 4,534,413.177   472,173.071   MT  0.99960953   -0 13 00.4
 KY3363
 KY3363                          SUPERSEDED SURVEY CONTROL
 KY3363
 KY3363  NAD 83(1986)-  40 57 37.42877(N)    081 19 50.43393(W) AD(       ) 4
 KY3363  NAD 27      -  40 57 37.22005(N)    081 19 51.04760(W) AD(       ) 3
 KY3363
 KY3363.Superseded values are not recommended for survey control.
 KY3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3363.See file dsdata.txt to determine how the superseded data were derived.
 KY3363
 KY3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7217334413(NAD 83)
 KY3363_MARKER: Z = SEE DESCRIPTION
 KY3363_SETTING: 0 = UNSPECIFIED SETTING
 KY3363_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3363
 KY3363  HISTORY     - Date     Condition        Report By
 KY3363  HISTORY     - 1977     MONUMENTED       NGS
 KY3363  HISTORY     - 19930707 GOOD             OHDT
 KY3363  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 KY3363
 KY3363                          STATION DESCRIPTION
 KY3363
 KY3363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3363'THE STATION IS APEX OF VENT ATOP THE HARTVILLE TELEDYNE
 KY3363'MONARCH RUBBER COMPANY SOUTH WATER TANK.  THE TANK HAS A
 KY3363'CYLINDRICAL BODY WITH A UMBRELLA TOP AND A FLAT BOTTOM,
 KY3363'SUPPORTED BY FOUR STEEL I-BEAM LEGS.  IT IS SILVER IN COLOR
 KY3363'AND APPROXIMATELY 90 FEET HIGH.
 KY3363'
 KY3363'IT IS LOCATED IN THE SOUTHEAST SECTION OF HARTVILLE, ABOUT
 KY3363'0.2 MILE SOUTHEAST OF THE CENTER OF TOWN AND AT THE EAST EDGE
 KY3363'OF THE PLANT COMPLEX.
 KY3363'
 KY3363'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 KY3363
 KY3363                          STATION RECOVERY (1993)
 KY3363
 KY3363'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY3363'--------REPORT BY ODOT ------YEAR 1993 -------CONDITION - GOOD------
 KY3363
 KY3363                          STATION RECOVERY (1999)
 KY3363
 KY3363'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY3363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3364 ***********************************************************************
 KY3364  DESIGNATION -  HARTVILLE MONARCH STACK
 KY3364  PID         -  KY3364
 KY3364  STATE/COUNTY-  OH/STARK
 KY3364  USGS QUAD   -  HARTVILLE (1994)
 KY3364
 KY3364                         *CURRENT SURVEY CONTROL
 KY3364  ___________________________________________________________________
 KY3364* NAD 83(1995)-  40 57 38.06475(N)    081 19 52.02706(W)     ADJUSTED  
 KY3364* NAVD 88     -                                                        
 KY3364  ___________________________________________________________________
 KY3364  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KY3364  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KY3364
 KY3364  HORZ ORDER  -  THIRD
 KY3364
 KY3364.The horizontal coordinates were established by classical geodetic methods
 KY3364.and adjusted by the National Geodetic Survey in April 1998..
 KY3364
 KY3364
 KY3364.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3364
 KY3364.The geoid height was determined by GEOID03.
 KY3364
 KY3364;                    North         East     Units Scale Factor Converg.
 KY3364;SPC OH N     -   144,342.266   698,393.866   MT  0.99994088   +0 46 04.4
 KY3364;UTM  17      - 4,534,433.147   472,135.807   MT  0.99960956   -0 13 01.4
 KY3364
 KY3364                          SUPERSEDED SURVEY CONTROL
 KY3364
 KY3364  NAD 83(1986)-  40 57 38.07164(N)    081 19 52.03132(W) AD(       ) 4
 KY3364  NAD 27      -  40 57 37.86276(N)    081 19 52.64424(W) AD(       ) 3
 KY3364
 KY3364.Superseded values are not recommended for survey control.
 KY3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3364.See file dsdata.txt to determine how the superseded data were derived.
 KY3364
 KY3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF7213634433(NAD 83)
 KY3364_MARKER: Z = SEE DESCRIPTION
 KY3364_SETTING: 0 = UNSPECIFIED SETTING
 KY3364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3364
 KY3364  HISTORY     - Date     Condition        Report By
 KY3364  HISTORY     - 1977     MONUMENTED       NGS
 KY3364  HISTORY     - 19930707 MARK NOT FOUND   OHDT
 KY3364
 KY3364                          STATION DESCRIPTION
 KY3364
 KY3364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3364'THE STATION IS THE TOP CENTER OF THE HARTVILLE TELEDYNE
 KY3364'MONARCH RUBBER COMPANY STACK.  IT IS A ROUND RED BRICK
 KY3364'STACK AND APPROXIMATELY 150 FEET HIGH.
 KY3364'
 KY3364'IT IS LOCATED IN THE SOUTHEAST SECTION OF HARTVILLE, 0.2 MILE
 KY3364'SOUTHEAST OF THE CENTER OF TOWN AND AT THE EAST END OF THE
 KY3364'PLANT COMPLEX.
 KY3364'
 KY3364'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 KY3364
 KY3364                          STATION RECOVERY (1993)
 KY3364
 KY3364'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (MS)
 KY3364'-------REPORT BY ODOT -------YEAR 1993------CONDITION UNKNOWN------
 KY3364' 
 KY3364'NOTE** APPEARS THAT STACK HAS BEEN TORN DOWN, APPEARS REPLACED BY
 KY3364'SHORTER STEEL STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6089 ***********************************************************************
 AB6089  CBN         -  This is a Cooperative Base Network Control Station.
 AB6089  DESIGNATION -  HAS GAR
 AB6089  PID         -  AB6089
 AB6089  STATE/COUNTY-  OH/HARRISON
 AB6089  USGS QUAD   -  CADIZ (1976)
 AB6089
 AB6089                         *CURRENT SURVEY CONTROL
 AB6089  ___________________________________________________________________
 AB6089* NAD 83(1995)-  40 16 52.01410(N)    080 59 59.34630(W)     ADJUSTED  
 AB6089* NAVD 88     -       364.1    (meters)    1195.     (feet)  GPS OBS   
 AB6089  ___________________________________________________________________
 AB6089  X           -     762,294.873 (meters)                     COMP
 AB6089  Y           -  -4,812,841.690 (meters)                     COMP
 AB6089  Z           -   4,102,061.281 (meters)                     COMP
 AB6089  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AB6089  ELLIP HEIGHT-         330.24  (meters)          (03/08/05) GPS OBS
 AB6089  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AB6089
 AB6089  HORZ ORDER  -  B
 AB6089  ELLP ORDER  -  FOURTH    CLASS II
 AB6089
 AB6089.The horizontal coordinates were established by GPS observations
 AB6089.and adjusted by the National Geodetic Survey in August 1996..
 AB6089
 AB6089.The orthometric height was determined by GPS observations and a
 AB6089.high-resolution geoid model.
 AB6089
 AB6089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6089
 AB6089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6089
 AB6089.The ellipsoidal height was determined by GPS observations
 AB6089.and is referenced to NAD 83.
 AB6089
 AB6089.The geoid height was determined by GEOID03.
 AB6089
 AB6089;                    North         East     Units Scale Factor Converg.
 AB6089;SPC OH N     -    69,330.482   727,577.289   MT  1.00003264   +0 59 08.0
 AB6089;UTM  17      - 4,458,958.997   500,015.436   MT  0.99960000   +0 00 00.4
 AB6089
 AB6089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6089!SPC OH N     -   0.99994820  x   1.00003264  =   0.99998084
 AB6089!UTM  17      -   0.99994820  x   0.99960000  =   0.99954822
 AB6089
 AB6089                          SUPERSEDED SURVEY CONTROL
 AB6089
 AB6089  ELLIP H (08/20/96)  330.26   (m)                       GP(       ) 4 2
 AB6089
 AB6089.Superseded values are not recommended for survey control.
 AB6089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6089.See file dsdata.txt to determine how the superseded data were derived.
 AB6089
 AB6089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE0001558959(NAD 83)
 AB6089_MARKER: I = METAL ROD
 AB6089_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6089_STAMPING: HASG
 AB6089_MARK LOGO: OHDT  
 AB6089_PROJECTION: FLUSH
 AB6089_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB6089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6089+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB6089_ROD/PIPE-DEPTH: 6.6  meters
 AB6089_SLEEVE-DEPTH  : 0.6 meters
 AB6089
 AB6089  HISTORY     - Date     Condition        Report By
 AB6089  HISTORY     - 1994     MONUMENTED       OHDT
 AB6089
 AB6089                          STATION DESCRIPTION
 AB6089
 AB6089'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (CDS)
 AB6089'THE MARK IS LOCATED 1.0 KM (0.60 MI) NORTH ALONG SR 9 FROM THE COURT
 AB6089'HOUSE AT CADIZ, AT THE ODOT HARRISON COUNTY GARAGE ON THE RIGHT.
 AB6089'PROCEED THROUGH THE GATE ALONG A SERVICE ROAD FOR 76.2 M (250.0 FT) TO
 AB6089'A PARKING ISLAND ON THE RIGHT.  THE MARK IS LOCATED 100.6 M (330.1 FT)
 AB6089'NORTH FROM THE NORTHWEST CORNER OF THE GARAGE BUILDING. THE SURFACE
 AB6089'MONUMENT IS A STANDARD ALUMINUM MONUMENT ASSEMBLY STAMPED --OHIO
 AB6089'DEPARTMENT OF TRANSPORTATION--.  THE MARK DESIGNATION IS STAMPED
 AB6089'--HASG 1994--.  OWNERSHIP--STATE OF OHIO, DEPARTMENT OF
 AB6089'TRANSPORTATION, DISTRICT 11 DEPUTY DIRECTOR, 1072 WEST HIGH AVENUE,
 AB6089'NEW PHILADELPHIA, OHIO 44663.  THE MARK IS ACCESSIBLE ONLY BY
 AB6089'ARRANGEMENT.  CONTACT THE ODOT HARRISON COUNTY SUPERINTENDENT,
 AB6089'614-942-3274, FOR ACCESS TO MARK.  NOTE--SLEEVE DEPTH DOES NOT MEET
 AB6089'CLASS A REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1419 ***********************************************************************
 MC1419  DESIGNATION -  HASTEDT
 MC1419  PID         -  MC1419
 MC1419  STATE/COUNTY-  OH/HENRY
 MC1419  USGS QUAD   -  MC CLURE (1971)
 MC1419
 MC1419                         *CURRENT SURVEY CONTROL
 MC1419  ___________________________________________________________________
 MC1419* NAD 83(1995)-  41 17 14.30392(N)    083 57 37.41619(W)     ADJUSTED  
 MC1419* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 MC1419  ___________________________________________________________________
 MC1419  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 MC1419  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 MC1419
 MC1419  HORZ ORDER  -  THIRD
 MC1419
 MC1419.The horizontal coordinates were established by classical geodetic methods
 MC1419.and adjusted by the National Geodetic Survey in April 1998..
 MC1419
 MC1419.The orthometric height was scaled from a topographic map.
 MC1419
 MC1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1419
 MC1419.The geoid height was determined by GEOID03.
 MC1419
 MC1419;                    North         East     Units Scale Factor Converg.
 MC1419;SPC OH N     -   180,990.693   477,676.891   MT  0.99994647   -0 57 33.9
 MC1419;UTM  17      - 4,574,879.503   252,096.197   MT  1.00035641   -1 57 15.7
 MC1419;UTM  16      - 4,575,108.916   754,537.934   MT  1.00039744   +2 00 24.2
 MC1419
 MC1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1419!SPC OH N     -   0.99997250  x   0.99994647  =   0.99991897
 MC1419!UTM  17      -   0.99997250  x   1.00035641  =   1.00032890
 MC1419!UTM  16      -   0.99997250  x   1.00039744  =   1.00036992
 MC1419
 MC1419:                Primary Azimuth Mark                     Grid Az
 MC1419:SPC OH N     -  C 117                                    176 20 37.8
 MC1419:UTM  17      -  C 117                                    177 20 19.6
 MC1419:UTM  16      -  C 117                                    173 22 39.7
 MC1419
 MC1419|---------------------------------------------------------------------|
 MC1419| PID    Reference Object                     Distance      Geod. Az  |
 MC1419|                                                           dddmmss.s |
 MC1419| MC0641 C 117                               402.363 METERS 1752303.9 |
 MC1419|---------------------------------------------------------------------|
 MC1419
 MC1419                          SUPERSEDED SURVEY CONTROL
 MC1419
 MC1419  NAD 83(1995)-  41 17 14.31255(N)    083 57 37.42096(W) AD(       ) 3
 MC1419  NAD 83(1986)-  41 17 14.31474(N)    083 57 37.42626(W) AD(       ) 3
 MC1419  NAD 27      -  41 17 14.13000(N)    083 57 37.62600(W) AD(       ) 3
 MC1419
 MC1419.Superseded values are not recommended for survey control.
 MC1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1419.See file dsdata.txt to determine how the superseded data were derived.
 MC1419
 MC1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5209674880(NAD 83)
 MC1419_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1419_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MC1419_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 MC1419_STAMPING: HASTEDT 1950
 MC1419_MARK LOGO: CGS   
 MC1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1419
 MC1419  HISTORY     - Date     Condition        Report By
 MC1419  HISTORY     - 1950     MONUMENTED       CGS
 MC1419  HISTORY     - 1963     GOOD             CGS
 MC1419  HISTORY     - 1980     GOOD             LOCENG
 MC1419  HISTORY     - 1984     GOOD             USPSQD
 MC1419
 MC1419                          STATION DESCRIPTION
 MC1419
 MC1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JMN)
 MC1419'STATION IS IN THE PHOTOGRAMMETRIC TEST AREA, NEAR MCCLURE, 1 MILE
 MC1419'WEST AND 0.7K MILE
 MC1419'SOUTH OF WESTHOPE, IN THE NE CORNER OF THE SE 1/4 OF THE SE 1/4 OF
 MC1419'SECTION 20, RICHFIELD TOWNSHIP,
 MC1419'ON PROPERTY OF WILLIAM HASTEDT.  THE STATION IS IN
 MC1419'THE CENTER OF A PHOTOGRAMMETRIC TARGET, 6
 MC1419'FEET IN DIAMETER.
 MC1419
 MC1419                          STATION RECOVERY (1963)
 MC1419
 MC1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1419'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1419'EXCEPTIONS.  THE FENCE IS 2.4 FEET NORTH OF THE STATION, A FENCE IS
 MC1419'1.0 FOOT EAST OF THE STATION, THE CORNER FENCE POST IS 2.2 FEET
 MC1419'NORTHEAST OF THE STATION, THE TOP OF THE DITCH BANK IS 21.0 FEET
 MC1419'EAST OF THE STATION, THE CONCRETE MONUMENT IS SURROUNDED BY A
 MC1419'CONCRETE TARGET 7 FEET IN DIAMETER AND THE DISK IS STAMPED
 MC1419'HASTEDT 1950.
 MC1419
 MC1419                          STATION RECOVERY (1980)
 MC1419
 MC1419'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1419'HASTEDT 1950 RECOVERED GOOD.
 MC1419'
 MC1419'FENCES AND POSTS ARE GONE.  STA IS ON THE EXTEND CENTERLINE OF A
 MC1419'FIELD DRIVE WEST.
 MC1419'
 MC1419'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.75 MI S AND 1 MI W,
 MC1419'MCCLURE.
 MC1419
 MC1419                          STATION RECOVERY (1984)
 MC1419
 MC1419'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1419'HASTEDT 1950 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0188 ***********************************************************************
 JZ0188  DESIGNATION -  HATTEN
 JZ0188  PID         -  JZ0188
 JZ0188  STATE/COUNTY-  OH/BUTLER
 JZ0188  USGS QUAD   -  MIDDLETOWN (1981)
 JZ0188
 JZ0188                         *CURRENT SURVEY CONTROL
 JZ0188  ___________________________________________________________________
 JZ0188* NAD 83(1995)-  39 31 33.47902(N)    084 26 03.12243(W)     ADJUSTED  
 JZ0188* NAVD 88     -       269.553  (meters)     884.36   (feet)  ADJUSTED  
 JZ0188  ___________________________________________________________________
 JZ0188  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 JZ0188  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JZ0188  DYNAMIC HT  -         269.397 (meters)     883.85  (feet)  COMP
 JZ0188  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 JZ0188
 JZ0188  HORZ ORDER  -  FIRST
 JZ0188  VERT ORDER  -  SECOND    CLASS 0
 JZ0188
 JZ0188.The horizontal coordinates were established by classical geodetic methods
 JZ0188.and adjusted by the National Geodetic Survey in April 1998..
 JZ0188
 JZ0188.The orthometric height was determined by differential leveling
 JZ0188.and adjusted by the National Geodetic Survey in June 1991..
 JZ0188
 JZ0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0188
 JZ0188.The geoid height was determined by GEOID03.
 JZ0188
 JZ0188.The dynamic height is computed by dividing the NAVD 88
 JZ0188.geopotential number by the normal gravity value computed on the
 JZ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0188.degrees latitude (g = 980.6199 gals.).
 JZ0188
 JZ0188.The modeled gravity was interpolated from observed gravity values.
 JZ0188
 JZ0188;                    North         East     Units Scale Factor Converg.
 JZ0188;SPC OH S     -   171,183.969   433,717.578   MT  0.99993895   -1 13 38.2
 JZ0188;UTM  16      - 4,378,290.124   720,536.942   MT  1.00019885   +1 38 01.0
 JZ0188
 JZ0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0188!SPC OH S     -   0.99996296  x   0.99993895  =   0.99990191
 JZ0188!UTM  16      -   0.99996296  x   1.00019885  =   1.00016180
 JZ0188
 JZ0188:                Primary Azimuth Mark                     Grid Az
 JZ0188:SPC OH S     -  BEACON                                   102 04 42.0
 JZ0188:UTM  16      -  BEACON                                   099 13 02.8
 JZ0188
 JZ0188|---------------------------------------------------------------------|
 JZ0188| PID    Reference Object                     Distance      Geod. Az  |
 JZ0188|                                                           dddmmss.s |
 JZ0188| JZ3088 BEACON                              APPROX.20.5 KM 1005103.8 |
 JZ0188| JZ3163 BEACON WHITE FLASHING               APPROX.22.2 KM 1473358.6 |
 JZ0188| JZ0189 HATTEN RM 1                          39.527 METERS 22133     |
 JZ0188| CC9312 HATTEN AZ MK                                       2342609.4 |
 JZ0188| JZ0187 HATTEN RM 2                          31.017 METERS 29728     |
 JZ0188|---------------------------------------------------------------------|
 JZ0188
 JZ0188                          SUPERSEDED SURVEY CONTROL
 JZ0188
 JZ0188  NAD 83(1986)-  39 31 33.48650(N)    084 26 03.13159(W) AD(       ) 1
 JZ0188  NAD 27      -  39 31 33.27900(N)    084 26 03.33300(W) AD(       ) 1
 JZ0188  NAVD 88 (07/20/95)  269.55   (m)          884.3    (f) LEVELING    3  
 JZ0188  NGVD 29 (??/??/92)  269.728  (m)          884.93   (f) ADJ UNCH    2 0
 JZ0188
 JZ0188.Superseded values are not recommended for survey control.
 JZ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0188.See file dsdata.txt to determine how the superseded data were derived.
 JZ0188
 JZ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2053778290(NAD 83)
 JZ0188_MARKER: DS = TRIANGULATION STATION DISK
 JZ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0188_STAMPING: HATTEN 1938
 JZ0188_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0188+STABILITY: SURFACE MOTION
 JZ0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0188+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2002
 JZ0188
 JZ0188  HISTORY     - Date     Condition        Report By
 JZ0188  HISTORY     - 1938     MONUMENTED       CGS
 JZ0188  HISTORY     - 1947     GOOD             CGS
 JZ0188  HISTORY     - 1947     GOOD             NGS
 JZ0188  HISTORY     - 1980     GOOD             NGS
 JZ0188  HISTORY     - 19900624 GOOD             WOOLPT
 JZ0188  HISTORY     - 20020627 GOOD             BUTCOE
 JZ0188
 JZ0188                          STATION DESCRIPTION
 JZ0188
 JZ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ0188'STATION IS LOCATED ABOUT 1.9 MILES BY ROAD NW OF MIDDLETOWN, 0.1 MILE
 JZ0188'S OF OHIO 122, ON THE PROPERTY BELONGING TO HATTEN AND NAEGELEN, THE
 JZ0188'MARK IS SET IN THE NE CORNER OF THE BARNYARD, 35 FEET N OF THE NE
 JZ0188'CORNER OF THE BARN, 49 FEET NW OF THE FENCE CORNER, 11 FEET W OF
 JZ0188'THE FENCE, 17 FEET E OF A CONCRETE WELL, AND IS FLUSH WITH THE
 JZ0188'GROUND.
 JZ0188'
 JZ0188'SURFACE, UNDERGROUND, REFERENCE NO. 1 AND AZIMUTH, AND REFERENCE NO.
 JZ0188'2 MARKS ARE STANDARD BRONZE DISKS IN CONCRETE.
 JZ0188'
 JZ0188'REFERENCE MARK NO. 1 IS 129.67 FEET (39.523 METERS) SW OF THE
 JZ0188'STATION, IS SET ON THE E SIDE OF A SHED, 10 FEET S OF THE N CORNER,
 JZ0188'AND IS FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2 IS 101.755 FEET
 JZ0188'(31.015 METERS) NW OF THE STATION, IS SET AT THE E END OF A GATE OF
 JZ0188'FARM ENTRANCE, AT SW CORNER OF A FIELD, AND IS FLUSH WITH THE GROUND.
 JZ0188'
 JZ0188'AZIMUTH MARK IS APPROXIMATELY 0.65 MI SW OF THE STATION, ON THE E
 JZ0188'SIDE OF A GRAVELED ROAD, 45 FEET N OF A FENCE CORNER, 18 FEET E OF
 JZ0188'THE CENTER LINE OF THE ROAD, AND PROJECTS 8 INCHES.  TO REACH THE
 JZ0188'AZIMUTH MARK FROM THE STATION, GO N 0.1 MILE TO U.S. 122, TURN L
 JZ0188'AND GO 0.85 MILE TO GRAVEL T-ROAD L, TURN L AND GO 0.45 MILE TO A
 JZ0188'GRAVEL ROAD L, TURN L AND GO 0.4 MILE TO THE MARK ON THE L.
 JZ0188'
 JZ0188'TO REACH THE STATION FROM THE JUNCTION OF OHIO 73 AND U.S. 122 IN
 JZ0188'MIDDLETOWN, GO WESTWARD ON 122 FOR 1.8 MILES TO THE CREST OF THE
 JZ0188'RIDGE AND FARM ENTRANCE TO THE L, TURN L AND GO 0.1 MILE TO MR.
 JZ0188'HATTENS HOUSE AND THE STATION ON THE L.
 JZ0188'
 JZ0188'A LIGHT AT 100 FEET AT COBLENTZ IS VISIBLE AT 50 FEET HERE.
 JZ0188'
 JZ0188'A LIGHT AT 100 FEET AT SIEMERING IS VISIBLE FROM THE GROUND.
 JZ0188'
 JZ0188'A LIGHT AT 100 FEET AT FRANKLIN IS VISIBLE FROM THE GROUND.
 JZ0188'
 JZ0188'A LIGHT AT 100 FEET AT SCHIRM IS VISIBLE FROM THE GROUND.
 JZ0188'
 JZ0188'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JZ0188
 JZ0188                          STATION RECOVERY (1947)
 JZ0188
 JZ0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ0188'STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE RECOVERED IN GOOD
 JZ0188'CONDITION.  ALL MEASUREMENTS WERE CHECKED, BUT THE ANGLES TO THE
 JZ0188'AZIMUTH AND REFERENCE MARKS WERE NOT CHECKED AS THE STATION WAS
 JZ0188'OCCUPIED ECCENTRIC.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 JZ0188'
 JZ0188'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF MIDDLETOWN AND 200
 JZ0188'YARDS SOUTH OF STATE HIGHWAY 122 ON PROPERTY OWNED BY HATTEN AND
 JZ0188'NAEGELEN IN THE NORTHEAST CORNER OF THE BARNYARD, 35 FEET NORTH OF
 JZ0188'THE NORTHEAST CORNER OF THE BARN, 49 FEET NORTHWEST OF FENCE
 JZ0188'CORNER, 11 FEET WEST OF FENCE AND 17 FEET EAST OF CONCRETE WALL.  THE
 JZ0188'MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED HATTEN 1938.
 JZ0188'
 JZ0188'REFERENCE MARK NO. 1 IS 129.67 FEET SOUTHWEST OF THE STATION. THE
 JZ0188'SHED TO WHICH THE MARK WAS PREVIOUSLY REFERENCED TO HAS BEEN
 JZ0188'REMOVED.  THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED
 JZ0188'HATTEN NO. 1 1938.
 JZ0188'
 JZ0188'REFERENCE MARK NO. 2 IS 101.76 FEET NORTHWEST OF THE STATION AND 1
 JZ0188'FOOT SOUTH OF THE EAST END OF FARM ENTRANCE GATE AT THE SOUTHWEST
 JZ0188'CORNER OF FIELD.  THE MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED
 JZ0188'HATTEN NO. 2 1938.
 JZ0188'
 JZ0188'THE AZIMUTH MARK IS 0.65 MILE SOUTHWEST OF THE STATION, 45 FEET NORTH
 JZ0188'OF A FENCE CORNER AND 18 FEET EAST OF THE CENTERLINE OF
 JZ0188'GRAVEL ROAD.  THE MARK PROJECTS 8 INCHES AND THE DISC IS STAMPED
 JZ0188'HATTEN 1938.
 JZ0188'
 JZ0188'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 122 AND STATE
 JZ0188'HIGHWAY 73 IN MIDDLETOWN, GO WEST ON STATE HIGHWAY 122 FOR
 JZ0188'1.8 MILES TO THE CREST OF THE RIDGE AND FARM ENTRANCE TO THE LEFT.
 JZ0188'TURN LEFT AND GO SOUTH 0.1 MILE TO MR. HATTENS HOUSE AND THE
 JZ0188'STATION ON THE LEFT.
 JZ0188'
 JZ0188'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.1 MILE TO
 JZ0188'STATE HIGHWAY 122.  TURN LEFT AND GO WEST ON STATE HIGHWAY 122
 JZ0188'FOR 0.85 MILE TO A GRVEL T-ROAD LEFT.  TURN LEFT AND GO SOUTH FOR
 JZ0188'0.45 MILE TO ROAD FORKS.  TAKE THE LEFT FORK AND FOLLOW GRAVEL
 JZ0188'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JZ0188'
 JZ0188'OBSERVATIONS WERE TAKEN FROM A FOUR-FOOT WOODEN STAND AT AN ECCENTRIC
 JZ0188'POINT FROM THE STATION.  TO CLEAR THE LINE TO TRIANGULATION
 JZ0188'STATION CLAWSON, A 20-FOOT STAND IS REQUIRED AT THIS STATION.
 JZ0188
 JZ0188                          STATION RECOVERY (1947)
 JZ0188
 JZ0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 JZ0188'1.3 MI W FROM WEST MIDDLETOWN.
 JZ0188'1.15 MILES WEST ALONG STATE HIGHWAY 122 FROM THE BALTIMORE AND
 JZ0188'OHIO RAILROAD STATION AT WEST MIDDLETOWN, THENCE ABOUT 0.15
 JZ0188'MILE SOUTH ALONG A PRIVATE ROAD, AT THE HATTEN HATCHERY, 35 FEET
 JZ0188'NORTH OF THE NORTHEAST CORNER OF A HATCHERY BUILDING, 25.5 FEET
 JZ0188'NORTHEAST OF THE CENTER OF A CONCRETE WELL, 11.5 FEET SOUTHWEST
 JZ0188'OF A WIRE FENCE, 101.75 FEET EAST-SOUTHEAST OF R.M. NO. 2, AND
 JZ0188'SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW THE
 JZ0188'SURFACE OF THE GROUND.
 JZ0188
 JZ0188                          STATION RECOVERY (1980)
 JZ0188
 JZ0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JZ0188'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 JZ0188'TO THE REFERENCE MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS.
 JZ0188'
 JZ0188'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF MIDDLETOWN, IN A
 JZ0188'BARN YARD, 35 FEET NORTHWEST OF THE NORTHEAST CORNER OF A BARN, 39
 JZ0188'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE BARN, 30 FEET SOUTHEAST
 JZ0188'OF A TWIN TRUNK LOCUST TREE, 92 FEET EAST OF THE CENTERLINE OF A FARM
 JZ0188'DRIVE, AND 17 FEET EAST OF A CONCRETE WELL COVER.  THE MONUMENT IS
 JZ0188'FLUSH, AND THE DISK IS STAMPED---HATTEN 1938---.
 JZ0188'
 JZ0188'TO REACH THE STATION FROM THE MADISON HIGH SCHOOL, GO EAST ON STATE
 JZ0188'HIGHWAY 122 FOR 0.65 MILE TO A FARM DRIVE SOUTH.  TURN RIGHT AND GO
 JZ0188'SOUTH ON THE DRIVE FOR 0.15 MILE TO THE STATION ON THE LEFT.  TO
 JZ0188'REACH THE AZIMUTH MARK FROM THE SCHOOL, GO WEST ON HIGHWAY 122 FOR
 JZ0188'0.1 MILE TO A ROAD LEFT.  TURN LEFT AND GO SOUTH ON MOSIMAN ROAD FOR
 JZ0188'0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JZ0188'
 JZ0188'REFERENCE MARK 1 IS 9 FEET WEST OF THE CENTERLINE OF DRIVE, 35 FEET
 JZ0188'EAST OF A FENCE AND 49 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 JZ0188'BARN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---HATTEN NO 1
 JZ0188'1938---.
 JZ0188'
 JZ0188'REFERENCE MARK 2 IS 9 FEET WEST OF THE CENTERLINE OF THE DRIVE, 9
 JZ0188'FEET EAST OF A 10 INCH LOCUST TREE, 1 FOOT SOUTH OF A FENCE AND 2
 JZ0188'FEET SOUTHEAST OF A GATE POST.  THE MONUMENT IS FLUSH AND THE DISK
 JZ0188'IS STAMPED---HATTEN NO 2 1938---.
 JZ0188'
 JZ0188'THE AZIMUTH MARK IS 67.5 FEET SOUTH OF A FIRE HYDRANT, 11 FEET
 JZ0188'NORTHWEST OF THE NORTHWEST CORNER OF A STONE GATE PILLAR, 16 FEET
 JZ0188'EAST OF THE CENTERLINE OF MOSIMAN ROAD, 69 FEET NORTHEAST OF A
 JZ0188'CONCRETE SURVEY MARK AND IN FRONT OF HOUSE NO 5184.  THE MONUMENT
 JZ0188'PROJECTS 6 INCHES AND THE DISK IS STAMPED---HATTEN 1938---.
 JZ0188
 JZ0188                          STATION RECOVERY (1990)
 JZ0188
 JZ0188'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990 (DT)
 JZ0188'RECOVERED AS DESCRIBED.
 JZ0188
 JZ0188                          STATION RECOVERY (2002)
 JZ0188
 JZ0188'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ0188'CHICKEN FARM IS NO LONGER IN BUSINESS, AREA IS NOW USED AS A PAINTBALL
 JZ0188'RECREATION AREA, MOST OF THE OLD BUILDINGS ARE GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0189 ***********************************************************************
 JZ0189  DESIGNATION -  HATTEN RM 1
 JZ0189  PID         -  JZ0189
 JZ0189  STATE/COUNTY-  OH/BUTLER
 JZ0189  USGS QUAD   -  MIDDLETOWN (1981)
 JZ0189
 JZ0189                         *CURRENT SURVEY CONTROL
 JZ0189  ___________________________________________________________________
 JZ0189* NAD 83(1986)-  39 31 34.     (N)    084 26 04.     (W)     SCALED    
 JZ0189* NAVD 88     -       270.382  (meters)     887.08   (feet)  ADJUSTED  
 JZ0189  ___________________________________________________________________
 JZ0189  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JZ0189  DYNAMIC HT  -         270.226 (meters)     886.57  (feet)  COMP
 JZ0189  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 JZ0189
 JZ0189  VERT ORDER  -  SECOND    CLASS 0
 JZ0189
 JZ0189.The horizontal coordinates were scaled from a topographic map and have
 JZ0189.an estimated accuracy of +/- 6 seconds.
 JZ0189
 JZ0189.The orthometric height was determined by differential leveling
 JZ0189.and adjusted by the National Geodetic Survey in June 1991..
 JZ0189
 JZ0189.The geoid height was determined by GEOID03.
 JZ0189
 JZ0189.The dynamic height is computed by dividing the NAVD 88
 JZ0189.geopotential number by the normal gravity value computed on the
 JZ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0189.degrees latitude (g = 980.6199 gals.).
 JZ0189
 JZ0189.The modeled gravity was interpolated from observed gravity values.
 JZ0189
 JZ0189;                    North         East    Units  Estimated Accuracy
 JZ0189;SPC OH S     -   171,200.      433,700.      MT  (+/- 180 meters Scaled)
 JZ0189
 JZ0189                          SUPERSEDED SURVEY CONTROL
 JZ0189
 JZ0189  NGVD 29 (??/??/92)  270.557  (m)          887.65   (f) ADJ UNCH    2 0
 JZ0189
 JZ0189.Superseded values are not recommended for survey control.
 JZ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0189.See file dsdata.txt to determine how the superseded data were derived.
 JZ0189
 JZ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ205783(NAD 83)
 JZ0189_MARKER: DR = REFERENCE MARK DISK
 JZ0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0189_STAMPING: HATTEN NO 1 1938
 JZ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0189+STABILITY: SURFACE MOTION
 JZ0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0189+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2002
 JZ0189
 JZ0189  HISTORY     - Date     Condition        Report By
 JZ0189  HISTORY     - 1938     MONUMENTED       CGS
 JZ0189  HISTORY     - 1947     GOOD             NGS
 JZ0189  HISTORY     - 20020627 GOOD             BUTCOE
 JZ0189
 JZ0189                          STATION DESCRIPTION
 JZ0189
 JZ0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0189'1.3 MI W FROM WEST MIDDLETOWN.
 JZ0189'1.15 MILES WEST ALONG STATE HIGHWAY 122 FROM THE BALTIMORE AND
 JZ0189'OHIO RAILROAD STATION AT WEST MIDDLETOWN, THENCE ABOUT 0.15
 JZ0189'MILE SOUTH ALONG A PRIVATE ROAD, AT THE HATTEN HATCHERY, 107
 JZ0189'FEET SOUTHWEST OF THE CENTER OF A CONCRETE WELL, 71 FEET
 JZ0189'NORTHEAST OF THE NORTHEAST CORNER OF AN 8 BY 8-FOOT BRICK
 JZ0189'BUILDING, 129.6 FEET SOUTHWEST OF THE STATION MARK, 49 FEET WEST
 JZ0189'OF THE WEST EDGE OF A CIRCULAR BUILDING, 35 FEET EAST OF A FENCE
 JZ0189'LINE, 144 FEET SOUTH OF R.M. NO. 2, AND SET IN THE TOP OF A
 JZ0189'CONCRETE POST FLUSH WITH THE GROUND.
 JZ0189
 JZ0189                          STATION RECOVERY (2002)
 JZ0189
 JZ0189'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ0189'CHICKEN FARM IS NO LONGER IN BUSINESS, AREA IS NOW USED AS A PAINTBALL
 JZ0189'RECREATION AREA, MOST OF THE OLD BUILDINGS ARE GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0187 ***********************************************************************
 JZ0187  DESIGNATION -  HATTEN RM 2
 JZ0187  PID         -  JZ0187
 JZ0187  STATE/COUNTY-  OH/BUTLER
 JZ0187  USGS QUAD   -  MIDDLETOWN (1981)
 JZ0187
 JZ0187                         *CURRENT SURVEY CONTROL
 JZ0187  ___________________________________________________________________
 JZ0187* NAD 83(1986)-  39 31 33.     (N)    084 26 03.     (W)     SCALED    
 JZ0187* NAVD 88     -       270.420  (meters)     887.20   (feet)  ADJUSTED  
 JZ0187  ___________________________________________________________________
 JZ0187  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JZ0187  DYNAMIC HT  -         270.264 (meters)     886.69  (feet)  COMP
 JZ0187  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 JZ0187
 JZ0187  VERT ORDER  -  SECOND    CLASS 0
 JZ0187
 JZ0187.The horizontal coordinates were scaled from a topographic map and have
 JZ0187.an estimated accuracy of +/- 6 seconds.
 JZ0187
 JZ0187.The orthometric height was determined by differential leveling
 JZ0187.and adjusted by the National Geodetic Survey in June 1991..
 JZ0187
 JZ0187.The geoid height was determined by GEOID03.
 JZ0187
 JZ0187.The dynamic height is computed by dividing the NAVD 88
 JZ0187.geopotential number by the normal gravity value computed on the
 JZ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0187.degrees latitude (g = 980.6199 gals.).
 JZ0187
 JZ0187.The modeled gravity was interpolated from observed gravity values.
 JZ0187
 JZ0187;                    North         East    Units  Estimated Accuracy
 JZ0187;SPC OH S     -   171,170.      433,720.      MT  (+/- 180 meters Scaled)
 JZ0187
 JZ0187                          SUPERSEDED SURVEY CONTROL
 JZ0187
 JZ0187  NGVD 29 (??/??/92)  270.596  (m)          887.78   (f) ADJ UNCH    2 0
 JZ0187
 JZ0187.Superseded values are not recommended for survey control.
 JZ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0187.See file dsdata.txt to determine how the superseded data were derived.
 JZ0187
 JZ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ205782(NAD 83)
 JZ0187_MARKER: DR = REFERENCE MARK DISK
 JZ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0187_STAMPING: HATTEN NO 2 1938
 JZ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0187+STABILITY: SURFACE MOTION
 JZ0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0187+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2002
 JZ0187
 JZ0187  HISTORY     - Date     Condition        Report By
 JZ0187  HISTORY     - 1938     MONUMENTED       CGS
 JZ0187  HISTORY     - 1947     GOOD             NGS
 JZ0187  HISTORY     - 20020627 GOOD             BUTCOE
 JZ0187
 JZ0187                          STATION DESCRIPTION
 JZ0187
 JZ0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0187'1.3 MI W FROM WEST MIDDLETOWN.
 JZ0187'1.15 MILES WEST ALONG STATE HIGHWAY 122 FROM THE BALTIMORE AND
 JZ0187'OHIO RAILROAD STATION AT WEST MIDDLETOWN, THENCE ABOUT 0.15
 JZ0187'MILE SOUTH ALONG A PRIVATE ROAD, AT THE HATTEN HATCHERY, 120
 JZ0187'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE PAINTED
 JZ0187'BRICK RESIDENCE, 1.4 FEET SOUTHEAST OF THE EAST GATE POST OF A
 JZ0187'GATE TO THE HATCHERY, 88 FEET NORTHWEST OF THE CENTER OF A
 JZ0187'CONCRETE WELL, 101.75 FEET WEST-NORTHWEST OF THE STATION MARK,
 JZ0187'7 FEET EAST OF THE CENTER LINE OF THE ENTRANCE TO THE HATCHERY
 JZ0187'LOT, 144 FEET NORTH OF R.M. NO 1 AND SET IN THE TOP OF A CONCRETE
 JZ0187'POST FLUSH WITH THE GROUND.
 JZ0187
 JZ0187                          STATION RECOVERY (2002)
 JZ0187
 JZ0187'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ0187'CHICKEN FARM IS NO LONGER IN BUSINESS, AREA IS NOW USED AS A PAINTBALL
 JZ0187'RECREATION AREA, MOST OF THE OLD BUILDINGS ARE GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1184 ***********************************************************************
 MC1184  DESIGNATION -  HAVANA
 MC1184  PID         -  MC1184
 MC1184  STATE/COUNTY-  OH/HURON
 MC1184  USGS QUAD   -  MONROEVILLE (1972)
 MC1184
 MC1184                         *CURRENT SURVEY CONTROL
 MC1184  ___________________________________________________________________
 MC1184* NAD 83(1995)-  41 08 12.56165(N)    082 44 51.38217(W)     ADJUSTED  
 MC1184* NAVD 88     -       255.39   (+/-2cm)     837.9    (feet)  VERTCON   
 MC1184  ___________________________________________________________________
 MC1184  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 MC1184  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 MC1184
 MC1184  HORZ ORDER  -  SECOND
 MC1184  VERT ORDER  -  THIRD ? (See Below)
 MC1184
 MC1184.The horizontal coordinates were established by classical geodetic methods
 MC1184.and adjusted by the National Geodetic Survey in April 1998..
 MC1184
 MC1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1184.The vertical order pertains to the NGVD 29 superseded value.
 MC1184
 MC1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1184
 MC1184.The geoid height was determined by GEOID03.
 MC1184
 MC1184;                    North         East     Units Scale Factor Converg.
 MC1184;SPC OH N     -   163,284.550   579,212.028   MT  0.99993987   -0 09 45.6
 MC1184;UTM  17      - 4,555,417.672   353,324.899   MT  0.99986478   -1 08 59.6
 MC1184
 MC1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1184!SPC OH N     -   0.99996541  x   0.99993987  =   0.99990528
 MC1184!UTM  17      -   0.99996541  x   0.99986478  =   0.99983019
 MC1184
 MC1184:                Primary Azimuth Mark                     Grid Az
 MC1184:SPC OH N     -  HAVANA AZ MK                             018 35 37.9
 MC1184:UTM  17      -  HAVANA AZ MK                             019 34 51.9
 MC1184
 MC1184|---------------------------------------------------------------------|
 MC1184| PID    Reference Object                     Distance      Geod. Az  |
 MC1184|                                                           dddmmss.s |
 MC1184| CE6702 HAVANA AZ MK                                       0182552.3 |
 MC1184| CE6704 HAVANA RM 2                          28.614 METERS 03024     |
 MC1184| MC1187 PTS 29                               39.993 METERS 04959     |
 MC1184| MC0161 N 60                                 24.224 METERS 14824     |
 MC1184| MC1183 WILLARD RR DONNELLEY SONS TANK      APPROX.10.8 KM 1651416.9 |
 MC1184| CE6703 HAVANA RM 1                          37.537 METERS 24919     |
 MC1184|---------------------------------------------------------------------|
 MC1184
 MC1184                          SUPERSEDED SURVEY CONTROL
 MC1184
 MC1184  NAD 83(1986)-  41 08 12.56738(N)    082 44 51.39578(W) AD(       ) 2
 MC1184  NAD 27      -  41 08 12.36813(N)    082 44 51.73182(W) AD(       ) 2
 MC1184  NGVD 29 (07/19/86)  255.56   (m)          838.4    (f) LEVELING    3  
 MC1184
 MC1184.Superseded values are not recommended for survey control.
 MC1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1184.See file dsdata.txt to determine how the superseded data were derived.
 MC1184
 MC1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5332555418(NAD 83)
 MC1184_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1184
 MC1184  HISTORY     - Date     Condition        Report By
 MC1184  HISTORY     - 1956     MONUMENTED       CGS
 MC1184  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MC1184  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1184
 MC1184                          STATION DESCRIPTION
 MC1184
 MC1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1184'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF WILLARD, 8-1/2
 MC1184'MILES SOUTH-SOUTHWEST OF MONROEVILLE,
 MC1184'AND NEAR THE MAIN INTERSECTION IN THE VILLAGE OF HAVANA.  STATION IS
 MC1184'42 FEET WEST OF WEST RAIL OF
 MC1184'RAILROAD TRACKS, 70 FEET SOUTH OF APPROXIMATE CENTERLINE OF
 MC1184'ROAD, AND 6 FEET NORTH OF WITNESS POST.  THE
 MC1184'MARK PROJECTS 6 INCHES AND THE DISK IS
 MC1184'STAMPED HAVANA 1956.
 MC1184'
 MC1184'REFERENCE MARK NO. 1 IS 47 FEET SOUTH OF APPROXIMATE CENTERLINE OF
 MC1184'ROAD, AND 15 FEET NORTHEAST OF
 MC1184'APPROXIMATE CENTERLINE OF ROAD.  THE MARK PROJECTS 4 INCHES AND THE
 MC1184'DISK IS STAMPED HAVANA NO 1 1956.
 MC1184'
 MC1184'PT 29 (USGS) 1906 IS 25-1/2 FEET WEST OF APPROXIMATE CENTERLINE OF
 MC1184'ROAD, 20 FEET EAST OF EAST RAIL OF
 MC1184'RAILROAD TRACKS, AND 3 FEET NORTHEAST OF POWER POLE.  THE MARK IS A 3
 MC1184'INCH PIPE WITH A BRONZE GEOLOGICAL
 MC1184'SURVEY CAP PROJECTS ABOUT 18 INCHES AND STAMPED PRIM
 MC1184'STA NO 29 OHIO 1906.
 MC1184'
 MC1184'AZIMUTH MARK IS 27 FEET NORTH OF APPROXIMATE CENTERLINE OF ROAD, 31
 MC1184'FEET WEST OF WEST RAIL OF
 MC1184'RAILROAD TRACKS 1 FOOT EAST OF CORNER POST, AND 2 FEET SOUTH OF
 MC1184'WITNESS POST.  THE MARK PROJECTS 6
 MC1184'INCHES AND THE DISK IS STAMPED HAVANA 1956.
 MC1184'
 MC1184'A TRAVERSE CONNECTION WAS MADE TO PT 29 (USGS) 1906 AND THE DISTANCE
 MC1184'IS SHOWN ABOVE.
 MC1184'
 MC1184'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 20 AND STATE HIGHWAY
 MC1184'NO. 99 IN THE WEST EDGE OF
 MC1184'MONROEVILLE, GO SOUTHERLY ON STATE HIGHWAY NO. 99 FOR 7.5 MILES TO
 MC1184'SIDE ROAD RIGHT (N GREENFIELD ROAD).
 MC1184'TURN RIGHT AND GO SOUTHWESTERLY ON N GREENFIELD ROAD FOR 1.15
 MC1184'TO INTERSECTION AND RAILROAD CROSSING IN THE
 MC1184'VILLAGE OF HAVANA AND STATION AS DESCRIBED.
 MC1184'
 MC1184'TO REACH AZIMUTH MARK FROM STATION, GO NORTHERLY ALONG WEST SIDE OF
 MC1184'RAILROAD TRACKS FOR 0.4 MILE TO
 MC1184'T INTERSECTION AND AZIMUTH MARK AS DESCRIBED.
 MC1184'
 MC1184'HEIGHT OF LIGHT ABOVE STATION MARK-34 METERS.
 MC1184
 MC1184                          STATION RECOVERY (1959)
 MC1184
 MC1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WFR)
 MC1184'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 MC1184'RECOVERED AND FOUND IN GOOD
 MC1184'CONDITION.  THE DIRECTION TO REFERENCE MARK NO. 1 AND THE AZIMUTH
 MC1184'MARK WAS VERIFIED.  PT 29 (USGS)
 MC1184'1906 WAS RECOVERED AND FOUND TO HAVE BEEN DISTURBED
 MC1184'THEREFORE NO DISTANCE AND DIRECTION WAS MADE
 MC1184'TO THE MARK.
 MC1184'
 MC1184'A DIFFERENCE WAS FOUND IN THE HORIZONTAL DISTANCE TO REFERENCE MARK
 MC1184'NO. 1 BY PULLING 5
 MC1184'KILOGRAMS ON A 30 METER TAPE.
 MC1184'
 MC1184'REFERENCE MARK NO. 2 WAS ESTABLISHED.
 MC1184'
 MC1184'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS.
 MC1184'
 MC1184'THE STATION IS ABOUT 8-1/2 MILES SOUTH OF MONROEVILLE, 8-1/2 MILES
 MC1184'NORTHEAST OF ATTICA, 5-1/2 MILES
 MC1184'NORTH OF WILLARD, IN THE SMALL VILLAGE OF HAVANA.
 MC1184'
 MC1184'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
 MC1184'HIGHWAY 99 ABOUT 1 MILE
 MC1184'SOUTHEAST OF WILLARD, GO NORTH ON HIGHWAY 99 FOR 4.5 MILES TO THE
 MC1184'JUNCTION OF HIGHWAY 99 AND STATE
 MC1184'HIGHWAY 162.  TURN LEFT AND GO WEST ON HIGHWAY 162 FOR
 MC1184'1.85 MILES TO A CROSSROAD (THOMAS ROAD).
 MC1184'TURN RIGHT AND GO NORTH ON THOMAS ROAD 1.9
 MC1184'MILES TO A CROSSROAD (NO. GREENFIELD ROAD).  TURN RIGHT AND
 MC1184'GO EASTERLY ON NO. GREENFIELD ROAD 0.5
 MC1184'MILE TO THE STATION ON THE RIGHT.
 MC1184'
 MC1184'STATION MARK, A STANDARD DISK STAMPED HAVANA 1959, IS SET IN A SQUARE
 MC1184'CONCRETE POST WHICH
 MC1184'PROJECTS 3 INCHES.  IT IS 70 FEET SOUTH OF THE CENTERLINE OF
 MC1184'GREENFIELD ROAD, 44 FEET
 MC1184'SOUTHEAST OF A 30-INCH OAK TREE AND 41 FEET WEST OF THE WEST RAIL OF
 MC1184'A RAILROAD TRACK.  A STANDARD
 MC1184'WITNESS POST WAS SET 6 FEET EAST OF THE MARK.
 MC1184'
 MC1184'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HAVANA NO 2 1956, IS
 MC1184'SET IN A SQUARE CONCRETE POST
 MC1184'WHICH PROJECTS 5 INCHES.  IT IS 26 FEET SOUTH OF THE CENTERLINE OF
 MC1184'GREENFIELD ROAD, 21.5 FEET WEST
 MC1184'OF THE WEST RAIL OF THE RAILROAD TRACK AND 1.5 FEET
 MC1184'SOUTH OF A TELEPHONE POLE.
 MC1184'
 MC1184'REFERENCE MARK NO. 3, A STANDARD COAST AND GEODETIC SURVEY BENCH MARK
 MC1184'DISK STAMPED N 60 1934, IS SET
 MC1184'IN A 5-INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 20
 MC1184'FEET NORTH OF THE CENTERLINE OF THE
 MC1184'BLACKTOP ROAD, 14.5 FEET EAST OF THE EAST RAIL OF
 MC1184'THE RAILROAD TRACK AND 4.5 FEET NORTHWEST OF A
 MC1184'TELEPHONE POLE.
 MC1184'
 MC1184'AZIMUTH MARK, A STANDARD DISK STAMPED HAVANA 1956, IS SET IN A SQUARE
 MC1184'CONCRETE POST WHICH
 MC1184'PROJECTS 6 INCHES.  IT IS 31 FEET WEST OF THE WEST RAIL OF THE
 MC1184'RAILROAD TRACK, 27 FEET NORTH
 MC1184'OF THE CENTERLINE OF A GRAVEL ROAD AND 1 FOOT EAST OF A FENCELINE
 MC1184'CORNER.  A STANDARD WITNESS POST WAS
 MC1184'SET 2 FEET NORTH OF THE MARK.
 MC1184'
 MC1184'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ALONG THE
 MC1184'WEST SIDE OF THE RAILROAD
 MC1184'TRACK 0.4 MILE TO A T-ROAD AND THE AZIMUTH MARK TO THE NORTH.
 MC1184
 MC1184                          STATION RECOVERY (1971)
 MC1184
 MC1184'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 MC1184'HAVANA 1956 FAIR - NO WITNESS, PLATE HAS BEEN BEATEN
 MC1184'HAVANA NO 1-1956
 MC1184'GOOD - HAS WITNESS
 MC1184'HAVANA NO 2-1956 GOOD - NO WITNESS
 MC1184'N 60 1934 GOOD - NO WITNESS
 MC1184'
 MC1184'AZI. HAVANA 1956 GOOD - HAS WITNESS
 MC1184'
 MC1184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.5 MILES NW OF
 MC1184'WILLARD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1362 ***********************************************************************
 MB1362  DESIGNATION -  HAWK
 MB1362  PID         -  MB1362
 MB1362  STATE/COUNTY-  OH/SUMMIT
 MB1362  USGS QUAD   -  AKRON WEST (1994)
 MB1362
 MB1362                         *CURRENT SURVEY CONTROL
 MB1362  ___________________________________________________________________
 MB1362* NAD 83(1995)-  41 05 42.61368(N)    081 34 09.67556(W)     ADJUSTED  
 MB1362* NAVD 88     -       307.574  (meters)    1009.10   (feet)  ADJUSTED  
 MB1362  ___________________________________________________________________
 MB1362  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 MB1362  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MB1362  DYNAMIC HT  -         307.439 (meters)    1008.66  (feet)  COMP
 MB1362  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 MB1362
 MB1362  HORZ ORDER  -  FIRST
 MB1362  VERT ORDER  -  FIRST     CLASS II
 MB1362
 MB1362.The horizontal coordinates were established by classical geodetic methods
 MB1362.and adjusted by the National Geodetic Survey in April 1998..
 MB1362
 MB1362.The orthometric height was determined by differential leveling
 MB1362.and adjusted by the National Geodetic Survey in June 1991..
 MB1362
 MB1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1362
 MB1362.The geoid height was determined by GEOID03.
 MB1362
 MB1362.The dynamic height is computed by dividing the NAVD 88
 MB1362.geopotential number by the normal gravity value computed on the
 MB1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1362.degrees latitude (g = 980.6199 gals.).
 MB1362
 MB1362.The modeled gravity was interpolated from observed gravity values.
 MB1362
 MB1362;                    North         East     Units Scale Factor Converg.
 MB1362;SPC OH N     -   159,046.715   678,181.078   MT  0.99993925   +0 36 41.0
 MB1362;UTM  17      - 4,549,478.134   452,185.263   MT  0.99962814   -0 22 27.3
 MB1362
 MB1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1362!SPC OH N     -   0.99995700  x   0.99993925  =   0.99989625
 MB1362!UTM  17      -   0.99995700  x   0.99962814  =   0.99958515
 MB1362
 MB1362:                Primary Azimuth Mark                     Grid Az
 MB1362:SPC OH N     -  MAPLE                                    179 48 08.8
 MB1362:UTM  17      -  MAPLE                                    180 47 17.1
 MB1362
 MB1362|---------------------------------------------------------------------|
 MB1362| PID    Reference Object                     Distance      Geod. Az  |
 MB1362|                                                           dddmmss.s |
 MB1362| MB1361 MAPLE                               APPROX. 1.2 KM 1802449.8 |
 MB1362|---------------------------------------------------------------------|
 MB1362
 MB1362                          SUPERSEDED SURVEY CONTROL
 MB1362
 MB1362  NAD 83(1986)-  41 05 42.62078(N)    081 34 09.67807(W) AD(       ) 1
 MB1362  NAD 27      -  41 05 42.42582(N)    081 34 10.24122(W) AD(       ) 1
 MB1362  NGVD 29 (??/??/92)  307.771  (m)         1009.75   (f) ADJ UNCH    1 2
 MB1362
 MB1362.Superseded values are not recommended for survey control.
 MB1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1362.See file dsdata.txt to determine how the superseded data were derived.
 MB1362
 MB1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5218549478(NAD 83)
 MB1362_MARKER: DD = SURVEY DISK
 MB1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1362_STAMPING: HAWK
 MB1362_MARK LOGO: OH0070
 MB1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1362+STABILITY: SURFACE MOTION
 MB1362
 MB1362  HISTORY     - Date     Condition        Report By
 MB1362  HISTORY     - 1963     MONUMENTED       OH0070
 MB1362  HISTORY     - 1963     GOOD             CGS
 MB1362
 MB1362                          STATION DESCRIPTION
 MB1362
 MB1362'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1362'THE STATION IS ABOUT 2-3/4 MILES WEST NORTHWEST OF DOWNTOWN AKRON,
 MB1362'1/2 MILE SOUTH OF
 MB1362'THE INTERSECTION OF SOUTH HAWKINS AVENUE AND SUNSET
 MB1362'VIEW DRIVE IN THE CENTER OF SOUTH
 MB1362'HAWKINS AVENUE AND WEST OF THE DRIVEWAY
 MB1362'TO 519 SOUTH HAWKINS AVENUE.  THE MARK IS A CITY OF
 MB1362'AKRON DISK
 MB1362'STAMPED HAWK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4
 MB1362'INCHES BELOW THE
 MB1362'SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH
 MB1362'A 9 INCH IRON COVER.
 MB1362'
 MB1362'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 MB1362
 MB1362                          STATION RECOVERY (1963)
 MB1362
 MB1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MB1362'AT AKRON.
 MB1362'AT AKRON, IN THE NORTHWEST PART OF THE CITY, ALONG SOUTH HAWKINS
 MB1362'AVENUE, ABOUT 0.5 MILE SOUTH OF THE INTERSECTION OF SOUTH
 MB1362'HAWKINS AVENUE AND SUNSET VIEW DRIVE, IN THE CENTER LINE OF
 MB1362'SOUTH HAWKINS AVENUE, IN FRONT OF THE RESIDENCE AT 519 SOUTH
 MB1362'HAWKINS AVENUE, SET IN THE TOP OF A CONCRETE POST 4 INCHES
 MB1362'BELOW THE LEVEL OF THE AVENUE AND COVERED WITH A 9 INCH IRON
 MB1362'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1894 ***********************************************************************
 JY1894  DESIGNATION -  HAWK
 JY1894  PID         -  JY1894
 JY1894  STATE/COUNTY-  OH/PIKE
 JY1894  USGS QUAD   -  PIKETON (1979)
 JY1894
 JY1894                         *CURRENT SURVEY CONTROL
 JY1894  ___________________________________________________________________
 JY1894* NAD 83(1995)-  39 06 03.53999(N)    083 04 18.20743(W)     ADJUSTED  
 JY1894* NAVD 88     -       246.8    (meters)     810.     (feet)  GPS OBS   
 JY1894  ___________________________________________________________________
 JY1894  X           -     597,878.077 (meters)                     COMP
 JY1894  Y           -  -4,920,237.925 (meters)                     COMP
 JY1894  Z           -   4,001,157.851 (meters)                     COMP
 JY1894  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 JY1894  ELLIP HEIGHT-         213.44  (meters)          (10/07/05) GPS OBS
 JY1894  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JY1894
 JY1894  HORZ ORDER  -  FIRST
 JY1894  ELLP ORDER  -  FOURTH    CLASS I
 JY1894
 JY1894.The horizontal coordinates were established by GPS observations
 JY1894.and adjusted by the National Geodetic Survey in April 1998..
 JY1894
 JY1894.The orthometric height was determined by GPS observations and a
 JY1894.high-resolution geoid model.
 JY1894
 JY1894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1894
 JY1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1894
 JY1894.The ellipsoidal height was determined by GPS observations
 JY1894.and is referenced to NAD 83.
 JY1894
 JY1894.The geoid height was determined by GEOID03.
 JY1894
 JY1894;                    North         East     Units Scale Factor Converg.
 JY1894;SPC OH S     -   122,380.191   550,546.956   MT  0.99994807   -0 21 46.0
 JY1894;UTM  17      - 4,330,026.102   320,852.971   MT  0.99999519   -1 18 25.1
 JY1894
 JY1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1894!SPC OH S     -   0.99996651  x   0.99994807  =   0.99991459
 JY1894!UTM  17      -   0.99996651  x   0.99999519  =   0.99996170
 JY1894
 JY1894:                Primary Azimuth Mark                     Grid Az
 JY1894:SPC OH S     -  HAWK AZ MK                               232 33 25.1
 JY1894:UTM  17      -  HAWK AZ MK                               233 30 04.2
 JY1894
 JY1894|---------------------------------------------------------------------|
 JY1894| PID    Reference Object                     Distance      Geod. Az  |
 JY1894|                                                           dddmmss.s |
 JY1894| JY1895 HAWK AZ MK                          434.197 METERS 2321139.1 |
 JY1894|---------------------------------------------------------------------|
 JY1894
 JY1894                          SUPERSEDED SURVEY CONTROL
 JY1894
 JY1894  ELLIP H (04/01/98)  213.45   (m)                       GP(       ) 4 1
 JY1894  NAD 83(1995)-  39 06 03.54497(N)    083 04 18.21284(W) AD(       ) 1
 JY1894  NAD 83(1986)-  39 06 03.54597(N)    083 04 18.21301(W) AD(       ) 1
 JY1894
 JY1894.Superseded values are not recommended for survey control.
 JY1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1894.See file dsdata.txt to determine how the superseded data were derived.
 JY1894
 JY1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD2085330026(NAD 83)
 JY1894_MARKER: DD = SURVEY DISK
 JY1894_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 JY1894_SP_SET: ALUMINUM ALLOY ROD IN SLEEVE
 JY1894_STAMPING: HAWK 1992
 JY1894_MARK LOGO: OHDT  
 JY1894_PROJECTION: FLUSH
 JY1894_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 JY1894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY1894+STABILITY: POSITION/ELEVATION WELL
 JY1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1894+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1894_ROD/PIPE-DEPTH: 2.74 meters
 JY1894_SLEEVE-DEPTH  : 1.0 meters
 JY1894
 JY1894  HISTORY     - Date     Condition        Report By
 JY1894  HISTORY     - 1993     MONUMENTED       OHDT
 JY1894
 JY1894                          STATION DESCRIPTION
 JY1894
 JY1894'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1993
 JY1894'THE STATION IS LOCATED IN PIKE COUNTY ABOUT 4.6 MILES SOUTHWEST OF THE
 JY1894'VILLAGE OF WAVERLY.
 JY1894'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 551 AND
 JY1894'STATE ROUTE 220 PROCEED WEST ALONG STATE ROUTE 220 1.45 MILES AND THE
 JY1894'STATION ON THE RIGHT AT A POWERLINE CROSSING ON A HIGH BANK IN THE
 JY1894'SOUTHWEST CORNER OF YARD TO HOUSE NUMBER 2507.
 JY1894'THE STATION IS AN ALUMINUM OHDT SURVEY DISK SET ON A FLANGE-ENCASED
 JY1894'ROD AND IS STAMPED--HAWK 1992--.
 JY1894'THE STATION IS 49.5 FEET NORTH FROM THE CENTERLINE OF STATE ROUTE 220
 JY1894'AND 7.0 FEET HIGHER THAN SAME, 68.0 FEET EAST FROM THE MIDDLE POLE OF
 JY1894'A THREE POLE STRUCTURE, 13.5 FEET WEST FROM A FENCE CORNER, AND 12.5
 JY1894'FEET WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1895 ***********************************************************************
 JY1895  DESIGNATION -  HAWK AZ MK
 JY1895  PID         -  JY1895
 JY1895  STATE/COUNTY-  OH/PIKE
 JY1895  USGS QUAD   -  PIKETON (1979)
 JY1895
 JY1895                         *CURRENT SURVEY CONTROL
 JY1895  ___________________________________________________________________
 JY1895* NAD 83(1995)-  39 05 54.90897(N)    083 04 32.48391(W)     ADJUSTED  
 JY1895* NAVD 88     -       247.2    (meters)     811.     (feet)  GPS OBS   
 JY1895  ___________________________________________________________________
 JY1895  X           -     597,557.797 (meters)                     COMP
 JY1895  Y           -  -4,920,446.224 (meters)                     COMP
 JY1895  Z           -   4,000,951.521 (meters)                     COMP
 JY1895  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 JY1895  ELLIP HEIGHT-         213.81  (meters)          (10/07/05) GPS OBS
 JY1895  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JY1895
 JY1895  HORZ ORDER  -  FIRST
 JY1895  ELLP ORDER  -  FOURTH    CLASS I
 JY1895
 JY1895.The horizontal coordinates were established by GPS observations
 JY1895.and adjusted by the National Geodetic Survey in April 1998..
 JY1895
 JY1895.The orthometric height was determined by GPS observations and a
 JY1895.high-resolution geoid model.
 JY1895
 JY1895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1895
 JY1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1895
 JY1895.The ellipsoidal height was determined by GPS observations
 JY1895.and is referenced to NAD 83.
 JY1895
 JY1895.The geoid height was determined by GEOID03.
 JY1895
 JY1895;                    North         East     Units Scale Factor Converg.
 JY1895;SPC OH S     -   122,116.225   550,202.240   MT  0.99994828   -0 21 55.0
 JY1895;UTM  17      - 4,329,767.840   320,503.935   MT  0.99999673   -1 18 33.8
 JY1895
 JY1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1895!SPC OH S     -   0.99996646  x   0.99994828  =   0.99991474
 JY1895!UTM  17      -   0.99996646  x   0.99999673  =   0.99996319
 JY1895
 JY1895:                Primary Azimuth Mark                     Grid Az
 JY1895:SPC OH S     -  HAWK                                     052 33 25.1
 JY1895:UTM  17      -  HAWK                                     053 30 03.9
 JY1895
 JY1895|---------------------------------------------------------------------|
 JY1895| PID    Reference Object                     Distance      Geod. Az  |
 JY1895|                                                           dddmmss.s |
 JY1895| JY1894 HAWK                                434.197 METERS 0521130.1 |
 JY1895|---------------------------------------------------------------------|
 JY1895
 JY1895                          SUPERSEDED SURVEY CONTROL
 JY1895
 JY1895  ELLIP H (04/01/98)  213.82   (m)                       GP(       ) 4 1
 JY1895  NAD 83(1995)-  39 05 54.91395(N)    083 04 32.48932(W) AD(       ) 1
 JY1895  NAD 83(1986)-  39 05 54.91493(N)    083 04 32.48949(W) AD(       ) 1
 JY1895
 JY1895.Superseded values are not recommended for survey control.
 JY1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1895.See file dsdata.txt to determine how the superseded data were derived.
 JY1895
 JY1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD2050429768(NAD 83)
 JY1895_MARKER: DD = SURVEY DISK
 JY1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1895_SP_SET: CONCRETE POST
 JY1895_STAMPING: HAWK AZ 1992
 JY1895_MARK LOGO: OHDT  
 JY1895_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1895+STABILITY: SURFACE MOTION
 JY1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1895+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JY1895
 JY1895  HISTORY     - Date     Condition        Report By
 JY1895  HISTORY     - 1993     MONUMENTED       OHDT
 JY1895
 JY1895                          STATION DESCRIPTION
 JY1895
 JY1895'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1993
 JY1895'THE AZIMUTH IS LOCATED IN PIKE COUNTY ABOUT 4.7 MILES SOUTHWEST OF THE
 JY1895'VILLAGE OF WAVERLY.
 JY1895'TO REACH THE AZIMUTH FROM THE STATION PROCEED SOUTHWEST ALONG STATE
 JY1895'ROUTE 220 0.25 MILES TO THE MARK ON THE LEFT.
 JY1895'THE AZIMUTH IS AN ALUMINUM OHDT SURVEY DISK SET IN CONCRETE AND
 JY1895'STAMPED--HAWK AZ 1992--.
 JY1895'THE AZIMUTH IS 19.5 FEET SOUTHEAST FROM THE CENTERLINE OF STATE ROUTE
 JY1895'220 AND 2.20 FEET LOWER THAN SAME, 2.7 FEET WEST FROM A FENCE CORNER
 JY1895'AND WITNESS POST, AND 86.0 FEET SOUTH FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0357 ***********************************************************************
 KZ0357  DESIGNATION -  HAYES
 KZ0357  PID         -  KZ0357
 KZ0357  STATE/COUNTY-  OH/ASHLAND
 KZ0357  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ0357
 KZ0357                         *CURRENT SURVEY CONTROL
 KZ0357  ___________________________________________________________________
 KZ0357* NAD 83(1995)-  40 46 05.46962(N)    082 15 40.64154(W)     ADJUSTED  
 KZ0357* NAVD 88     -       379.860  (meters)    1246.26   (feet)  ADJUSTED  
 KZ0357  ___________________________________________________________________
 KZ0357  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 KZ0357  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KZ0357  DYNAMIC HT  -         379.681 (meters)    1245.67  (feet)  COMP
 KZ0357  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 KZ0357
 KZ0357  HORZ ORDER  -  SECOND
 KZ0357  VERT ORDER  -  SECOND    CLASS 0
 KZ0357
 KZ0357.The horizontal coordinates were established by classical geodetic methods
 KZ0357.and adjusted by the National Geodetic Survey in April 1998..
 KZ0357
 KZ0357.The orthometric height was determined by differential leveling
 KZ0357.and adjusted by the National Geodetic Survey in June 1991..
 KZ0357
 KZ0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ0357
 KZ0357.The geoid height was determined by GEOID03.
 KZ0357
 KZ0357.The dynamic height is computed by dividing the NAVD 88
 KZ0357.geopotential number by the normal gravity value computed on the
 KZ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0357.degrees latitude (g = 980.6199 gals.).
 KZ0357
 KZ0357.The modeled gravity was interpolated from observed gravity values.
 KZ0357
 KZ0357;                    North         East     Units Scale Factor Converg.
 KZ0357;SPC OH N     -   122,346.755   620,153.191   MT  0.99995273   +0 09 24.6
 KZ0357;UTM  17      - 4,513,789.189   393,551.576   MT  0.99973947   -0 49 25.3
 KZ0357
 KZ0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ0357!SPC OH N     -   0.99994565  x   0.99995273  =   0.99989838
 KZ0357!UTM  17      -   0.99994565  x   0.99973947  =   0.99968513
 KZ0357
 KZ0357|---------------------------------------------------------------------|
 KZ0357| PID    Reference Object                     Distance      Geod. Az  |
 KZ0357|                                                           dddmmss.s |
 KZ0357| CE6705 HAYES AZ MK                                        06540     |
 KZ0357| KZ0358 HAYES RM 1                           16.826 METERS 13850     |
 KZ0357| KZ0356 HAYES RM 2                           19.977 METERS 19309     |
 KZ0357|---------------------------------------------------------------------|
 KZ0357
 KZ0357                          SUPERSEDED SURVEY CONTROL
 KZ0357
 KZ0357  NAD 83(1986)-  40 46 05.47452(N)    082 15 40.64780(W) AD(       ) 2
 KZ0357  NAD 27      -  40 46 05.26714(N)    082 15 41.07603(W) AD(       ) 2
 KZ0357  NGVD 29 (??/??/92)  380.039  (m)         1246.84   (f) ADJ UNCH    2 0
 KZ0357
 KZ0357.Superseded values are not recommended for survey control.
 KZ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0357.See file dsdata.txt to determine how the superseded data were derived.
 KZ0357
 KZ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9355213789(NAD 83)
 KZ0357_MARKER: DS = TRIANGULATION STATION DISK
 KZ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0357_STAMPING: HAYES 1959
 KZ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0357+STABILITY: SURFACE MOTION
 KZ0357
 KZ0357  HISTORY     - Date     Condition        Report By
 KZ0357  HISTORY     - 1959     MONUMENTED       CGS
 KZ0357  HISTORY     - 1959     GOOD             CGS
 KZ0357  HISTORY     - 1969     GOOD             CGS
 KZ0357  HISTORY     - 1970     GOOD             OHHD
 KZ0357  HISTORY     - 1970     GOOD             NGS
 KZ0357  HISTORY     - 1987     GOOD             OHDT
 KZ0357  HISTORY     - 1990     GOOD             USPSQD
 KZ0357
 KZ0357                          STATION DESCRIPTION
 KZ0357
 KZ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ0357'THE STATION IS ABOUT 0.3 MILE SOUTH OF HAYESVILLE, ON THE NORTHEAST
 KZ0357'SIDE OF THE CEMETERY ROAD
 KZ0357'RIGHT-OF-WAY AND IN THE NORTHEAST 1/4 OF SECTION 22, VERMILLION
 KZ0357'TOWNSHIP.
 KZ0357'
 KZ0357'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 KZ0357'HIGHWAY 60 IN THE CENTER OF
 KZ0357'HAYESVILE, GO SOUTH ON HIGHWAY 60 FOR 0.3 MILES TO A FORK IN THE
 KZ0357'ROAD.  BEAR LEFT ON HIGHWAY 60 FOR
 KZ0357'0.05 MILE TO A ENTRANCE TO THE CEMETERY.  TURN LEFT
 KZ0357'AND THEN RIGHT AND GO ABOUT 50 FEET TO THE STATION ON
 KZ0357'THE LEFT.
 KZ0357'
 KZ0357'STATION MARKS ARE STANDARD DISKS STAMPED HAYES 1959.  THE SURFACE
 KZ0357'DISK IS SET IN A SQUARE
 KZ0357'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 33 FEET
 KZ0357'NORTHEAST OF THE CENTERLINE OF
 KZ0357'HIGHWAY 60, 27 FEET SOUTH OF THE CENTERLINE OF A CEMETERY ROAD,
 KZ0357'57.5 FEET WEST OF THE CENTER OF THE
 KZ0357'PAXTON TOMBSTONE AND 1 FOOT NORTHEAST OF THE
 KZ0357'NORTHEAST EDGE OF A CEMETERY ROAD.  THE UNDERGROUND
 KZ0357'DISK IS SET IN AN IRREGULAR MASS
 KZ0357'OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 KZ0357'
 KZ0357'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HAYES NO 1 1959, IS SET
 KZ0357'IN A SQUARE CONCRETE
 KZ0357'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 59 FEET SOUTH OF
 KZ0357'THE CENTER OF THE PAXTON
 KZ0357'TOMBSTONE, 6 FEET NORTHWEST OF THE CENTER OF A CONCRETE
 KZ0357'DRAIN AND 21 FEET NORTHEAST OF THE
 KZ0357'CENTERLINE OF HIGHWAY 60.
 KZ0357'
 KZ0357'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HAYES NO 2 1959, IS SET
 KZ0357'IN A SQUARE CONCRETE
 KZ0357'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 29.5 FEET SOUTHWEST
 KZ0357'OF THE CENTERLINE OF HIGHWAY 60
 KZ0357'AND 2 FEET NORTHWEST OF A TELEPHONE POLE.
 KZ0357'
 KZ0357'NOTE- AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KZ0357
 KZ0357                          STATION RECOVERY (1959)
 KZ0357
 KZ0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KZ0357'0.4 MI S FROM HAYESVILLE.
 KZ0357'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 60 FROM THE
 KZ0357'INTERSECTION OF U.S. HIGHWAY 30 AT HAYESVILLE, ON THE INSIDE
 KZ0357'OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, IN
 KZ0357'THE SOUTHWEST EDGE OF A LARGE CEMETERY AT THE JUNCTION OF TWO
 KZ0357'CEMETERY DRIVES (ONE TO THE SOUTHEAST PARALLEL WITH THE
 KZ0357'HIGHWAY AND ONE EAST ACROSS THE CEMETERY), 33 FEET NORTHEAST OF
 KZ0357'AND ACROSS THE NORTHWEST-SOUTHEAST DRIVE FROM THE CENTER LINE
 KZ0357'OF HIGHWAY, 6 1/2 FEET NORTHEAST OF CENTER LINE OF THE
 KZ0357'SOUTHEAST-NORTHWEST DRIVE, 28 1/2 FEET SOUTH OF THE CENTER LINE
 KZ0357'OF THE EAST-WEST DRIVE ACROSS CEMETERY, 50 FEET SOUTHEAST OF THE
 KZ0357'CENTER LINE OF THE JUNCTION OF THE TWO DRIVES, 13 FEET
 KZ0357'NORTHEAST OF AND ACROSS THE SOUTHEAST-NORTHWEST DRIVE FROM THE
 KZ0357'CEMETERY FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A
 KZ0357'CONCRETE POST 0.1 FOOT BELOW THE SURFACE OF THE GROUND.
 KZ0357
 KZ0357                          STATION RECOVERY (1969)
 KZ0357
 KZ0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KZ0357'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KZ0357'WERE RECOVERED AND
 KZ0357'FOUND IN GOOD CONDITION.  NO AZIMUTH MARK WAS EVER
 KZ0357'SET FOR THIS STATION.  THE STATION
 KZ0357'WAS NOT OCCUPIED AND DUE TO ONE
 KZ0357'REFERENCE MARK BEING ACROSS A MAIN HIGHWAY FROM THE
 KZ0357'OTHER MARKS, THE
 KZ0357'HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND REFERENCE MARKS
 KZ0357'NO. 2 WAS NOT
 KZ0357'VERIFIED, AND THE REFERENCE MARKS WERE NOT MEASURED BETWEEN,
 KZ0357'HOWEVER, THE HORIZONTAL MEASURED
 KZ0357'DISTANCE BETWEEN THE STATION
 KZ0357'AND REFERENCE MARK NO. 1 WAS VERIFIED.
 KZ0357'
 KZ0357'FOLLOWING IS A NEW AND MORE COMPLETE DESCRIPTION.
 KZ0357'
 KZ0357'THE STATION IS LOCATED AT THE HAYESVILLE CEMETERY ABOUT 0.3 OF
 KZ0357'A MILE SOUTH OF
 KZ0357'HAYESVILLE.
 KZ0357'
 KZ0357'TO REACH THE STATION FROM THE CENTER OF HAYSVILLE, AT THE JUNCTION
 KZ0357'OF U. S. HIGHWAY
 KZ0357'30 AND STATE ROUTE 60, GO SOUTH ON STATE ROUTE 60 FOR
 KZ0357'0.3 OF A MILE TO WHERE AN OILED
 KZ0357'ROAD CONTINUES STRAIGHT AHEAD SOUTH AND
 KZ0357'STATE ROUTE 60 BEARS LEFT.  HERE BEAR LEFT ON
 KZ0357'STATE ROUTE 60 AND GO
 KZ0357'EAST ABOUT 0.05 OF A MILE TO THE ENTRANCE INTO THE CEMETERY ON
 KZ0357'THE LEFT, TURN
 KZ0357'LEFT INTO CEMETERY, THEN SHARP RIGHT ON A GRAVELED DRIVE FOR
 KZ0357'ABOUT 55 FEET TO THE STATION
 KZ0357'ON THE LEFT AS DESCRIBED.
 KZ0357'
 KZ0357'THE STATION IS 57.5 FEET WEST OF THE CENTER OF THE PAXTON HEADSTONE,
 KZ0357'35 FEET
 KZ0357'SOUTH-SOUTHWEST OF THE JOHN A. GARST HEADSTONE, 33 FEET
 KZ0357'NORTHEAST OF THE
 KZ0357'APPROXIMATE CENTER OF STATE ROUTE 60, 27 FEET SOUTH OF
 KZ0357'THE APPROXIMATE CENTER OF THE
 KZ0357'GRAVELED DRIVE, 13 FEET NORTH-NORTHEAST
 KZ0357'OF THE CEMETERY FENCE, AND IN A TENDED AREA.  IT
 KZ0357'IS A STANDARD DISK SET
 KZ0357'IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 KZ0357'DISK IS STAMPED
 KZ0357'HAYES 1959.  NOTES 1A AND 7A.
 KZ0357'
 KZ0357'REFERENCE MARK NO. 1 IS 55.19 FEET SOUTHEAST OF THE STATION, 59
 KZ0357'FEET SOUTH OF THE
 KZ0357'CENTER OF THE PAXTON HEADSTONE, 21 FEET NORTHEAST OF
 KZ0357'THE APPROXIMATE CENTER OF STATE
 KZ0357'ROUTE 60, 6 FEET NORTHWEST OF THE CENTER
 KZ0357'OF A CONCRETE STORM DRAIN, AND 0.7 OF A FOOT
 KZ0357'NORTH-NORTHEAST OF
 KZ0357'THE CEMETERY FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 KZ0357'10-INCH SQUARE,
 KZ0357'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED HAYES NO 1
 KZ0357'1959.  NOTE 11A.
 KZ0357'
 KZ0357'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY 65.54 FEET SOUTH OF THE
 KZ0357'STATION, 30 FEET
 KZ0357'SOUTHWEST OF THE APPROXIMATE CENTER OF STATE ROUTE 60,
 KZ0357'2 FEET NORTHWEST OF A TELEPHONE
 KZ0357'POLE, AND 0.8 OF A FOOT SOUTHEAST OF A
 KZ0357'METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 KZ0357'DISK SET IN THE TOP OF A
 KZ0357'10-INCH, SQUARE, CONCRETE MONUEMNT THAT PROJECTS 1 INCH AND THE
 KZ0357'DISK IS STAMPED
 KZ0357'HAYES NO 2 1959.  NOTE 11A.
 KZ0357'
 KZ0357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT SOUTH EDGE OF
 KZ0357'HAYESVILLE.
 KZ0357
 KZ0357                          STATION RECOVERY (1970)
 KZ0357
 KZ0357'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970
 KZ0357'STATION AND REFERENCE MARKS IN GOOD CONDITION.
 KZ0357'PLACED WITNESS POT
 KZ0357'AND SIGN NEAR STATION MARK.
 KZ0357
 KZ0357                          STATION RECOVERY (1970)
 KZ0357
 KZ0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KZ0357'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 KZ0357'AN AZIMUTH MARK
 KZ0357'WAS ESTABLISHED BY THE OHIO STATE HIGHWAY DEPT. AND
 KZ0357'THIS POINT WAS HELE AND A MONUMENT
 KZ0357'AND AZIMUTH MARK DISK SET.  THE
 KZ0357'DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 KZ0357'CHECKED.  A NEW DESCRIPTION
 KZ0357'FOLLOWS-
 KZ0357'
 KZ0357'THE STATION IS LOCATED AT THE SOUTH EDGE OF HAYESVILLE, AT THE
 KZ0357'SOUTHWEST EDGE OF
 KZ0357'A CEMETERY, 33 FEET NORTHEAST OF THE CENTERLINE OF
 KZ0357'STATE HIGHWAY 60, 27 FEET SOUTH OF
 KZ0357'THE CENTERLINE OF CEMETERY DRIVE,
 KZ0357'57 FEET WEST OF PAXTON TOMBSTONE, 12 FEET NORTHEAST
 KZ0357'OF FENCE AND A
 KZ0357'METAL WITNESS POST AND 6 FEET NORTHEAST OF CENTERLINE OF CEMETERY
 KZ0357'DRIVE.  THE MONUMENT
 KZ0357'IS FLUSH AND THE DISK IS STAMPED HAYES 1959. (NOTE 1A 7A)
 KZ0357'
 KZ0357'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND
 KZ0357'179 AT HAYESVILLE,
 KZ0357'GO SOUTHERLY ON HIGHWAY 60 FOR 0.35 MILE TO THE
 KZ0357'STATION ON THE LEFT.
 KZ0357'
 KZ0357'TO REACH THE AZIMUTH MARK FROM THE JUNCTION, GO EAST ON HIGHWAY
 KZ0357'179 FOR 1.0 MILE
 KZ0357'TO THE HAYESVILLE FEED CO. AND THE AZIMUTH MARK ON THE
 KZ0357'LEFT.
 KZ0357'
 KZ0357'REFERENCE MARK 1 IS 59 FEET SOUTH OF THE TOMBSTONE, 6 FEET NORTHWEST
 KZ0357'OF THE CENTER OF A
 KZ0357'CONCRETE STORM DRAIN, 21 FEET EAST OF THE CENTERLINE
 KZ0357'OF THE HIGHWAY AND 1 FOOT EAST OF
 KZ0357'FENCE AND METAL WITNESS POST.  THE
 KZ0357'MONUMENT IS FLUSH AND THE DISK IS STAMPED HAYES NO 1
 KZ0357'1959.
 KZ0357'
 KZ0357'REFERENCE MARK 2 IS 2 FEET NORTHWEST OF A TELEPHONE POLE, 29 FEET
 KZ0357'SOUTHWEST OF THE
 KZ0357'CENTERLINE OF HIGHWAY AND 1 FOOT SOUTHEAST OF A METAL
 KZ0357'WITNESS POST.  THE MONUEMNT
 KZ0357'PROJECTS 2 INCHES AND THE DISK IS STAMPED
 KZ0357'HAYES NO 2 1959.
 KZ0357'
 KZ0357'THE AZIMUTH MARK IS 41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 KZ0357'THE HAYESVILLE
 KZ0357'FEED CO. OFFICE, 88 FEET NORTHWEST OF THE NORTHWEST
 KZ0357'CORNER OF A BUILDING, 21 FEET
 KZ0357'SOUTH OF A UTILITY POLE, 47 FEET SOUTHEAST
 KZ0357'OF A UTILITY POLE AND 63 FEET NORTHEAST OF A
 KZ0357'UTILITY POLE.  THE
 KZ0357'MONUEMNT IS FLUSH AND THE DISK IS STAMPED HAYES 1959 1970.
 KZ0357'
 KZ0357'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KZ0357'
 KZ0357'AIRLING DISTANCE AND DIRECTION FROM NEAREST TOWN- AT HAYESVILLE.
 KZ0357
 KZ0357                          STATION RECOVERY (1987)
 KZ0357
 KZ0357'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0357'RECOVERED IN GOOD CONDITION.
 KZ0357
 KZ0357                          STATION RECOVERY (1990)
 KZ0357
 KZ0357'RECOVERY NOTE BY US POWER SQUADRON 1990 (BN)
 KZ0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0358 ***********************************************************************
 KZ0358  DESIGNATION -  HAYES RM 1
 KZ0358  PID         -  KZ0358
 KZ0358  STATE/COUNTY-  OH/ASHLAND
 KZ0358  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ0358
 KZ0358                         *CURRENT SURVEY CONTROL
 KZ0358  ___________________________________________________________________
 KZ0358* NAD 83(1986)-  40 46 05.     (N)    082 15 41.     (W)     SCALED    
 KZ0358* NAVD 88     -       379.296  (meters)    1244.41   (feet)  ADJUSTED  
 KZ0358  ___________________________________________________________________
 KZ0358  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KZ0358  DYNAMIC HT  -         379.118 (meters)    1243.82  (feet)  COMP
 KZ0358  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 KZ0358
 KZ0358  VERT ORDER  -  SECOND    CLASS 0
 KZ0358
 KZ0358.The horizontal coordinates were scaled from a topographic map and have
 KZ0358.an estimated accuracy of +/- 6 seconds.
 KZ0358
 KZ0358.The orthometric height was determined by differential leveling
 KZ0358.and adjusted by the National Geodetic Survey in June 1991..
 KZ0358
 KZ0358.The geoid height was determined by GEOID03.
 KZ0358
 KZ0358.The dynamic height is computed by dividing the NAVD 88
 KZ0358.geopotential number by the normal gravity value computed on the
 KZ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0358.degrees latitude (g = 980.6199 gals.).
 KZ0358
 KZ0358.The modeled gravity was interpolated from observed gravity values.
 KZ0358
 KZ0358;                    North         East    Units  Estimated Accuracy
 KZ0358;SPC OH N     -   122,330.      620,150.      MT  (+/- 180 meters Scaled)
 KZ0358
 KZ0358                          SUPERSEDED SURVEY CONTROL
 KZ0358
 KZ0358  NGVD 29 (??/??/92)  379.476  (m)         1245.00   (f) ADJ UNCH    2 0
 KZ0358
 KZ0358.Superseded values are not recommended for survey control.
 KZ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0358.See file dsdata.txt to determine how the superseded data were derived.
 KZ0358
 KZ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF935137(NAD 83)
 KZ0358_MARKER: DR = REFERENCE MARK DISK
 KZ0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0358_STAMPING: HAYES NO 1 1959
 KZ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0358+STABILITY: SURFACE MOTION
 KZ0358
 KZ0358  HISTORY     - Date     Condition        Report By
 KZ0358  HISTORY     - 1959     MONUMENTED       CGS
 KZ0358  HISTORY     - 1987     GOOD             OHDT
 KZ0358
 KZ0358                          STATION DESCRIPTION
 KZ0358
 KZ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0358'0.4 MI S FROM HAYESVILLE.
 KZ0358'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 60 FROM THE INTERSECTION
 KZ0358'OF U.S. HIGHWAY 30 AT HAYESVILLE, 55.2 FEET SOUTHEAST OF HAYES
 KZ0358'DESCRIBED, BETWEEN THE SOUTHEAST-NORTHWET DRIVE AND THE
 KZ0358'CEMETERY FENCE, 21 FEET NORTHEAST OF THE CENTER LINE OF THE
 KZ0358'HIGHWAY, 5 1/2 FEET SOUTHWEST OF THE CENTER LINE OF DRIVE,
 KZ0358'4 1/2 FEET NORTHWEST OF THE NORTH CORNER OF A 3-BY 3-FOOT
 KZ0358'CONCRETE CATCH BASIN, 1/2 FOOT NORTHEAST OF THE CEMETERY FENCE,
 KZ0358'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, ABOUT LEVEL WITH THE
 KZ0358'DRIVE, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KZ0358
 KZ0358                          STATION RECOVERY (1987)
 KZ0358
 KZ0358'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0356 ***********************************************************************
 KZ0356  DESIGNATION -  HAYES RM 2
 KZ0356  PID         -  KZ0356
 KZ0356  STATE/COUNTY-  OH/ASHLAND
 KZ0356  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ0356
 KZ0356                         *CURRENT SURVEY CONTROL
 KZ0356  ___________________________________________________________________
 KZ0356* NAD 83(1986)-  40 46 05.     (N)    082 15 41.     (W)     SCALED    
 KZ0356* NAVD 88     -       379.986  (meters)    1246.67   (feet)  ADJUSTED  
 KZ0356  ___________________________________________________________________
 KZ0356  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KZ0356  DYNAMIC HT  -         379.807 (meters)    1246.08  (feet)  COMP
 KZ0356  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 KZ0356
 KZ0356  VERT ORDER  -  SECOND    CLASS 0
 KZ0356
 KZ0356.The horizontal coordinates were scaled from a topographic map and have
 KZ0356.an estimated accuracy of +/- 6 seconds.
 KZ0356
 KZ0356.The orthometric height was determined by differential leveling
 KZ0356.and adjusted by the National Geodetic Survey in June 1991..
 KZ0356
 KZ0356.The geoid height was determined by GEOID03.
 KZ0356
 KZ0356.The dynamic height is computed by dividing the NAVD 88
 KZ0356.geopotential number by the normal gravity value computed on the
 KZ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0356.degrees latitude (g = 980.6199 gals.).
 KZ0356
 KZ0356.The modeled gravity was interpolated from observed gravity values.
 KZ0356
 KZ0356;                    North         East    Units  Estimated Accuracy
 KZ0356;SPC OH N     -   122,330.      620,150.      MT  (+/- 180 meters Scaled)
 KZ0356
 KZ0356                          SUPERSEDED SURVEY CONTROL
 KZ0356
 KZ0356  NGVD 29 (??/??/92)  380.165  (m)         1247.26   (f) ADJ UNCH    2 0
 KZ0356
 KZ0356.Superseded values are not recommended for survey control.
 KZ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0356.See file dsdata.txt to determine how the superseded data were derived.
 KZ0356
 KZ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF935137(NAD 83)
 KZ0356_MARKER: DR = REFERENCE MARK DISK
 KZ0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0356_STAMPING: HAYES NO 2 1959
 KZ0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0356+STABILITY: SURFACE MOTION
 KZ0356
 KZ0356  HISTORY     - Date     Condition        Report By
 KZ0356  HISTORY     - 1959     MONUMENTED       CGS
 KZ0356  HISTORY     - 1987     GOOD             OHDT
 KZ0356  HISTORY     - 1990     GOOD             USPSQD
 KZ0356
 KZ0356                          STATION DESCRIPTION
 KZ0356
 KZ0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0356'0.4 MI S FROM HAYESVILLE.
 KZ0356'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 60 FROM THE
 KZ0356'INTERSECTION OF U.S. HIGHWAY 30 AT HAYESVILLE, 65.5 FEET
 KZ0356'SOUTH-SOUTHWEST OF AND ACROSS THE HIGHWAY FROM HAYES DESCRIBED,
 KZ0356'27 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 112 FEET
 KZ0356'SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND
 KZ0356'CEMETERY DRIVE, 2 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT
 KZ0356'1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A
 KZ0356'CONCRETE POST PROJECTING 1 INCH.
 KZ0356
 KZ0356                          STATION RECOVERY (1987)
 KZ0356
 KZ0356'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0356'RECOVERED IN GOOD CONDITION.
 KZ0356
 KZ0356                          STATION RECOVERY (1990)
 KZ0356
 KZ0356'RECOVERY NOTE BY US POWER SQUADRON 1990 (BN)
 KZ0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1436 ***********************************************************************
 JY1436  DESIGNATION -  HEAD
 JY1436  PID         -  JY1436
 JY1436  STATE/COUNTY-  OH/PICKAWAY
 JY1436  USGS QUAD   -  CIRCLEVILLE (1995)
 JY1436
 JY1436                         *CURRENT SURVEY CONTROL
 JY1436  ___________________________________________________________________
 JY1436* NAD 83(1995)-  39 30 54.00083(N)    082 57 54.11806(W)     ADJUSTED  
 JY1436* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 JY1436  ___________________________________________________________________
 JY1436  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 JY1436  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JY1436
 JY1436  HORZ ORDER  -  FIRST
 JY1436
 JY1436.The horizontal coordinates were established by classical geodetic methods
 JY1436.and adjusted by the National Geodetic Survey in April 1998..
 JY1436
 JY1436.The orthometric height was scaled from a topographic map.
 JY1436
 JY1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1436
 JY1436.The geoid height was determined by GEOID03.
 JY1436
 JY1436;                    North         East     Units Scale Factor Converg.
 JY1436;SPC OH S     -   168,288.518   560,012.175   MT  0.99993850   -0 17 42.3
 JY1436;UTM  17      - 4,375,772.752   331,078.365   MT  0.99995133   -1 15 02.2
 JY1436
 JY1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1436!SPC OH S     -   0.99996831  x   0.99993850  =   0.99990681
 JY1436!UTM  17      -   0.99996831  x   0.99995133  =   0.99991964
 JY1436
 JY1436|---------------------------------------------------------------------|
 JY1436| PID    Reference Object                     Distance      Geod. Az  |
 JY1436|                                                           dddmmss.s |
 JY1436| CE6706 HEAD RM 1                           379.850 METERS 15334     |
 JY1436| CE6707 HEAD RM 2                           439.550 METERS 2234432.3 |
 JY1436|---------------------------------------------------------------------|
 JY1436
 JY1436                          SUPERSEDED SURVEY CONTROL
 JY1436
 JY1436  NAD 83(1986)-  39 30 54.00741(N)    082 57 54.12185(W) AD(       ) 1
 JY1436  NAD 27      -  39 30 53.78600(N)    082 57 54.47000(W) AD(       ) 1
 JY1436
 JY1436.Superseded values are not recommended for survey control.
 JY1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1436.See file dsdata.txt to determine how the superseded data were derived.
 JY1436
 JY1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD3107875773(NAD 83)
 JY1436_MARKER: DS = TRIANGULATION STATION DISK
 JY1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1436
 JY1436  HISTORY     - Date     Condition        Report By
 JY1436  HISTORY     - 1928     MONUMENTED       CGS
 JY1436  HISTORY     - 1935     GOOD             CGS
 JY1436  HISTORY     - 1935     GOOD             CGS
 JY1436  HISTORY     - 1938     GOOD             CGS
 JY1436
 JY1436                          STATION DESCRIPTION
 JY1436
 JY1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 JY1436'ABOUT 6 MILES SOUTH OF CIRCLEVILLE AND 1/3 MILE EAST OF STATE HIGHWAY
 JY1436'23, ON LAND OWNED BY R.D. HEAD, 30 FEET EAST OF A GRAVELED PIT ON A
 JY1436'KNOLL ABOUT 1/4 MILE EAST OF FARMHOUSE.
 JY1436'
 JY1436'REFERENCE MARK NO. 1, (SOUTH-SOUTHEAST), EAST OF REFERENCE MARK NO. 2
 JY1436'ON SAME FENCE LINE.
 JY1436'
 JY1436'REFERENCE MARK NO. 2, (SOUTH-SOUTHWEST), ON FENCE LINE NEAR LARGE
 JY1436'SPREADING OAK ABOUT 1/4 MILE SOUTHEAST OF FARMHOUSE.
 JY1436'
 JY1436'A 65-FOOT STEEL TOWER USED.
 JY1436'
 JY1436'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JY1436'DISKS SET IN CONCRETE.
 JY1436
 JY1436                          STATION RECOVERY (1935)
 JY1436
 JY1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JY1436'ABOUT 6 MILES SOUTH OF CIRCLEVILLE AND 1/3 MILE EAST OF STATE HIGHWAY
 JY1436'23, ON LAND OWNED BY R.D. HEAD, 30 FEET EAST OF A GRAVELED PIT ON
 JY1436'A KNOLL ABOUT 1/4 MILE EAST OF FARMHOUSE.
 JY1436'
 JY1436'THE STATION, UNDERROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET IN
 JY1436'CONCRETE.
 JY1436'
 JY1436'REFERENCE MARK NO. 1, (SOUTH-SOUTHEAST), EAST OF REFERENCE MARK NO. 2
 JY1436'ON SAME FENCE LINE.
 JY1436'
 JY1436'REFERENCE MARK NO. 2, (SOUTH-SOUTHWEST), ON FENCE LINE NEAR LARGE
 JY1436'SPREADING OAK ABOUT 1/4 MILE SOUTHEAST OF FARMHOUSE.
 JY1436
 JY1436                          STATION RECOVERY (1935)
 JY1436
 JY1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JBS)
 JY1436'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 JY1436'CONDITION.  THE STATION MARK CONSISTS OF A STANDARD
 JY1436'TABLET STATION MARK IN THE TOP CENTER OF A 14-INCH BLOCK OF CONCRETE
 JY1436'FLUSH WITH THE SURFACE.
 JY1436'
 JY1436'REFERENCE MARK NO. 1 IS DISTANT 379.65 METERS, BEARING 153 MAGNETIC
 JY1436'AND PROJECTS ABOUT 4 INCHES.
 JY1436'
 JY1436'REFERENCE MARK NO. 2 IS DISTANT 439.55 METERS, BEARING 223 MAGNETIC
 JY1436'AND IS FLUSH WITH THE SURFACE.  BOTH REFERENCE MARKS ARE ABOUT 1 FOOT
 JY1436'NORTH OF THE PROPERTY LINE FENCE BETWEEN MR. HEADS PROPERTY AND MRS.
 JY1436'HOODS PROPERTY TO THE SOUTH.
 JY1436'
 JY1436'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 22 AND U.S. HIGHWAY 23 IN
 JY1436'CIRCLEVILLE, GO SOUTH ON U.S. HIGHWAY 23 FOR 6.1 MILES TO GATE ON
 JY1436'LEFT ENTERING MR. HEADS LANE, PASS THROUGH GATE AND GO 0.1 MILE TO
 JY1436'MR. HEADS HOUSE, FOLLOW FARM LANE OUT THROUGH BARNLOT ABOUT
 JY1436'0.25 MILE TO HIGHEST POINT OF GRAVEL HILL AND STATION.  TRUCK DRIVEN
 JY1436'TO STATION.
 JY1436
 JY1436                          STATION RECOVERY (1938)
 JY1436
 JY1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 JY1436'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 JY1436'
 JY1436'A NEW REFERENCE MARK WAS SET 105.87 FEET EAST OF THE
 JY1436'STATION, 1 FOOT NORTH OF THE FENCE. MARK IS SET FLUSH WITH THE
 JY1436'GROUND.  STAMPED HEAD NO. 3 1938.
 JY1436'
 JY1436'REFERENCE MARK NO. 2, (AZIMUTH MARK), WAS RECOVERED IN GOOD
 JY1436'CONDITION.  MARK IS SET IN THE EAST-WEST FENCE LINE, 439.11 METERS
 JY1436'SOUTH-SOUTHWEST OF THE STATION, JUST NORTH OF THE INTERSECTION WITH
 JY1436'THE NORTH-SOUTH AND EAST-WEST FENCE LINES.  MARK IS FLUSH WITH THE
 JY1436'GROUND.
 JY1436'
 JY1436'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION, 379.60 METERS
 JY1436'SOUTH-SOUTHEAST OF THE STATION, 1 FOOT NORTH OF THE EAST-WEST FENCE
 JY1436'LINE, ON THE HIGHEST POINT OF THE KNOLL.  MARK IS FLUSH WITH THE
 JY1436'GROUND.
 JY1436'
 JY1436'TO REACH FROM THE STOP LIGHT AT THE INTERSECTION OF ROUTES 22 AND 23
 JY1436'IN CIRCLEVILLE, GO SOUTH ON ROUTE 23 FOR 6.2 MILES TO A FARM
 JY1436'ENTRANCE TO THE LEFT.  TURN LEFT UP THE HILL, PASS THROUGH THE GATE
 JY1436'INTO THE BARNYARD AND BEAR LEFT THROUGH THE PASTURE AND UP THE
 JY1436'LANE TO THE TOP OF PROMINENT KNOLL AND THE STATION.
 JY1436'
 JY1436'A 50-FOOT TOWER IS NECESSARY TO SEE ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2149 ***********************************************************************
 MB2149  DESIGNATION -  HEADLANDS
 MB2149  PID         -  MB2149
 MB2149  STATE/COUNTY-  OH/LAKE
 MB2149  USGS QUAD   -  CHESTERLAND (1994)
 MB2149
 MB2149                         *CURRENT SURVEY CONTROL
 MB2149  ___________________________________________________________________
 MB2149* NAD 83(1995)-  41 45 17.04050(N)    081 17 41.07244(W)     ADJUSTED  
 MB2149* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 MB2149  ___________________________________________________________________
 MB2149  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 MB2149  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 MB2149
 MB2149  HORZ ORDER  -  THIRD
 MB2149
 MB2149.The horizontal coordinates were established by classical geodetic methods
 MB2149.and adjusted by the National Geodetic Survey in April 1998..
 MB2149.No horizontal observational check was made to the station.
 MB2149
 MB2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2149
 MB2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2149
 MB2149.The geoid height was determined by GEOID03.
 MB2149
 MB2149;                    North         East     Units Scale Factor Converg.
 MB2149;SPC OH N     -   232,572.048   700,236.964   MT  1.00001101   +0 47 30.5
 MB2149;UTM  17      - 4,622,587.118   475,496.617   MT  0.99960739   -0 11 46.6
 MB2149
 MB2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2149!SPC OH N     -   0.99997784  x   1.00001101  =   0.99998885
 MB2149!UTM  17      -   0.99997784  x   0.99960739  =   0.99958524
 MB2149
 MB2149                          SUPERSEDED SURVEY CONTROL
 MB2149
 MB2149  NAD 83(1986)-  41 45 17.04952(N)    081 17 41.07737(W) AD(       ) 3
 MB2149  NAD 27      -  41 45 16.89522(N)    081 17 41.70644(W) AD(       ) 3
 MB2149  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 MB2149
 MB2149.Superseded values are not recommended for survey control.
 MB2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2149.See file dsdata.txt to determine how the superseded data were derived.
 MB2149
 MB2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG7549722587(NAD 83)
 MB2149_MARKER: Z = SEE DESCRIPTION
 MB2149_SETTING: 0 = UNSPECIFIED SETTING
 MB2149_MARK LOGO: USLS  
 MB2149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2149
 MB2149  HISTORY     - Date     Condition        Report By
 MB2149  HISTORY     - 1974     MONUMENTED       USLS
 MB2149
 MB2149                          STATION DESCRIPTION
 MB2149
 MB2149'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2149'THIRD ORDER EDM TRAVERSE INTERSECT STATION.
 MB2149'
 MB2149'(STATION UTILIZED FOR 1974 HYDROGRAPHIC SURVEY OPERATION - EPS
 MB2149'SHORE CONTROL/CALIBRATION.  WASHED OUT DURING STORM LATE IN 1974).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0810 ***********************************************************************
 JZ0810  DESIGNATION -  HEALTHY
 JZ0810  PID         -  JZ0810
 JZ0810  STATE/COUNTY-  OH/HAMILTON
 JZ0810  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0810
 JZ0810                         *CURRENT SURVEY CONTROL
 JZ0810  ___________________________________________________________________
 JZ0810* NAD 83(1995)-  39 14 00.50520(N)    084 32 43.72303(W)     ADJUSTED  
 JZ0810* NAVD 88     -       256.860  (meters)     842.71   (feet)  ADJUSTED  
 JZ0810  ___________________________________________________________________
 JZ0810  X           -     470,254.168 (meters)                     COMP
 JZ0810  Y           -  -4,924,746.324 (meters)                     COMP
 JZ0810  Z           -   4,012,568.112 (meters)                     COMP
 JZ0810  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 JZ0810  ELLIP HEIGHT-         222.90  (meters)          (10/07/05) GPS OBS
 JZ0810  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ0810  DYNAMIC HT  -         256.703 (meters)     842.20  (feet)  COMP
 JZ0810  MODELED GRAV-     980,009.3   (mgal)                       NAVD 88
 JZ0810
 JZ0810  HORZ ORDER  -  FIRST
 JZ0810  VERT ORDER  -  FIRST     CLASS II
 JZ0810  ELLP ORDER  -  FOURTH    CLASS I
 JZ0810
 JZ0810.The horizontal coordinates were established by classical geodetic methods
 JZ0810.and adjusted by the National Geodetic Survey in April 1998..
 JZ0810
 JZ0810.The orthometric height was determined by differential leveling
 JZ0810.and adjusted by the National Geodetic Survey in June 1991..
 JZ0810
 JZ0810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ0810
 JZ0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0810
 JZ0810.The ellipsoidal height was determined by GPS observations
 JZ0810.and is referenced to NAD 83.
 JZ0810
 JZ0810.The geoid height was determined by GEOID03.
 JZ0810
 JZ0810.The dynamic height is computed by dividing the NAVD 88
 JZ0810.geopotential number by the normal gravity value computed on the
 JZ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0810.degrees latitude (g = 980.6199 gals.).
 JZ0810
 JZ0810.The modeled gravity was interpolated from observed gravity values.
 JZ0810
 JZ0810;                    North         East     Units Scale Factor Converg.
 JZ0810;SPC OH S     -   138,931.813   423,417.156   MT  0.99993936   -1 17 52.4
 JZ0810;UTM  16      - 4,345,557.015   711,854.143   MT  1.00015266   +1 33 10.9
 JZ0810
 JZ0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0810!SPC OH S     -   0.99996503  x   0.99993936  =   0.99990439
 JZ0810!UTM  16      -   0.99996503  x   1.00015266  =   1.00011768
 JZ0810
 JZ0810:                Primary Azimuth Mark                     Grid Az
 JZ0810:SPC OH S     -  HEALTHY AZ MK                            004 52 01.7
 JZ0810:UTM  16      -  HEALTHY AZ MK                            002 00 58.4
 JZ0810
 JZ0810|---------------------------------------------------------------------|
 JZ0810| PID    Reference Object                     Distance      Geod. Az  |
 JZ0810|                                                           dddmmss.s |
 JZ0810| JZ0812 HEALTHY AZ MK                                      0033409.3 |
 JZ0810| JZ3171 SPRINGDALE GREENHILLS SPIPE         APPROX. 5.6 KM 0204138.3 |
 JZ0810| JZ3195 MT HEALTHY RAD STA WSAI             APPROX. 2.0 KM 0383049.1 |
 JZ0810| JZ3192 MT HEALTHY CATH CH OF ASSUM         101.392 METERS 10250     |
 JZ0810| JZ0809 HEALTHY RM 1                         27.493 METERS 12619     |
 JZ0810| JZ3182 WHITE OAK ST JAMES CATH CH          APPROX. 5.7 KM 2352517.0 |
 JZ0810| JZ0811 HEALTHY RM 2                         27.292 METERS 26338     |
 JZ0810|---------------------------------------------------------------------|
 JZ0810
 JZ0810                          SUPERSEDED SURVEY CONTROL
 JZ0810
 JZ0810  ELLIP H (04/01/98)  222.95   (m)                       GP(       ) 4 1
 JZ0810  NAD 83(1995)-  39 14 00.51140(N)    084 32 43.73045(W) AD(       ) 1
 JZ0810  NAD 83(1986)-  39 14 00.50917(N)    084 32 43.73348(W) AD(       ) 1
 JZ0810  NAD 27      -  39 14 00.30100(N)    084 32 43.93200(W) AD(       ) 1
 JZ0810  NGVD 29 (??/??/92)  257.038  (m)          843.30   (f) ADJ UNCH    1 2
 JZ0810
 JZ0810.Superseded values are not recommended for survey control.
 JZ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0810.See file dsdata.txt to determine how the superseded data were derived.
 JZ0810
 JZ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1185445557(NAD 83)
 JZ0810_MARKER: DS = TRIANGULATION STATION DISK
 JZ0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0810_SP_SET: CONCRETE POST
 JZ0810_STAMPING: HEALTHY 1947
 JZ0810_MARK LOGO: CGS   
 JZ0810_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JZ0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0810+STABILITY: SURFACE MOTION
 JZ0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0810+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1990
 JZ0810
 JZ0810  HISTORY     - Date     Condition        Report By
 JZ0810  HISTORY     - 1947     MONUMENTED       CGS
 JZ0810  HISTORY     - 1947     GOOD             CGS
 JZ0810  HISTORY     - 1980     GOOD             NGS
 JZ0810  HISTORY     - 19890601 GOOD             WOOLPT
 JZ0810  HISTORY     - 19900306 GOOD
 JZ0810  HISTORY     - 20041124 GOOD             GEOCAC
 JZ0810
 JZ0810                          STATION DESCRIPTION
 JZ0810
 JZ0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ0810'STATION IS LOCATED IN THE SOUTH END OF THE PUBLIC PLAYGROUNDS OF THE
 JZ0810'MUNICIPALITY OF MT. HEALTHY JUST NORTH OF THE CITY LIMITS OF
 JZ0810'CINCINNATI, 0.15 MILE EAST OF THE INTERSECTION OF HAMILTON AVENUE AND
 JZ0810'MCMAKIN AVENUE, 58 FEET NORTHEAST OF SIGNPOST, HICKMAN ST. AND
 JZ0810'MCMAKIN AVE., 54 FEET NORTH OF THE NORTH CURB OF MCMAKIN AVENUE, 20
 JZ0810'FEET EAST OF THE CENTERLINE OF SIDEWALK LEADING TO
 JZ0810'PLAYGROUNDS FROM MCMAKIN AVENUE AND 35 FEET SOUTH OF THE SOUTH FENCE
 JZ0810'WHICH SURROUNDS PLAYGROUNDS. THE MARK IS FLUSH WITH THE
 JZ0810'GROUND AND THE DISK IS STAMPED HEALTHY 1947.
 JZ0810'
 JZ0810'REFERENCE MARK NO. 1 IS 90.20 FEET EAST-SOUTHEAST OF THE STATION, 18
 JZ0810'FEET NORTH OF THE NORTH CURB OF MCMAKIN AVENUE, 5 FEET NORTH OF
 JZ0810'THE NORTH EDGE OF SIDEWALK AND 1 FOOT NORTH OF HEDGE. THE MARK IS
 JZ0810'FLUSH WITH THE GROUND AND THE DISK IS STAMPED HEALTHY NO 1 1947.
 JZ0810'
 JZ0810'REFERENCE MARK NO. 2 IS 89.54 FEET WEST-SOUTHWEST OF THE STATION, 22
 JZ0810'FEET NORTH OF THE NORTH CURB OF MCMAKIN AVENUE, 5 FEET NORTH OF
 JZ0810'THE NORTH EDGE OF SIDEWALK AND 1 FOOT NORTH OF HEDGE. THE MARK IS
 JZ0810'FLUSH WITH THE GROUND AND THE DISK IS STAMPED HEALTHY NO. 2 1947.
 JZ0810'
 JZ0810'THE AZIMUTH MARK IS 0.2 MILE NORTH OF THE STATION AT THE NORTH END OF
 JZ0810'THE PLAYGROUNDS, 72 FEET WEST OF THE WEST EDGE OF BASEBALL
 JZ0810'BACKSTOP, 40 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF GARAGE
 JZ0810'AT 1317 ADAMS ROAD, 20 FEET EAST OF THE CENTERLINE OF HICKMAN
 JZ0810'STREET AND 1 FOOT SOUTH OF FENCE. THE MARK IS FLUSH WITH THE GROUND
 JZ0810'AND THE DISK IS STAMPED HEALTHY 1947.
 JZ0810'
 JZ0810'TO REACH THE STATION FROM THE INTERSECTION OF HAMILTON AVENUE AND
 JZ0810'MCMAKIN AVENUE IN MT. HEALTHY, GO EAST ON MCMAKIN AVENUE FOR
 JZ0810'0.15 MILE TO HICKMAN ST. ON THE LEFT AND THE STATION IN THE NORTHEAST
 JZ0810'ANGLE AS DESCRIBED.
 JZ0810'
 JZ0810'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON MCMAKIN AVENUE
 JZ0810'FOR 0.1 MILE TO JOSEPH ST. TURN LEFT AND GO NORTH ON JOSEPH
 JZ0810'ST. FOR 0.2 MILE TO ADAMS ROAD. TURN LEFT AND GO WEST ON ADAMS ROAD
 JZ0810'FOR 0.1 MILE TO HICKMAN ST. TURN LEFT AND GO SOUTH FOR 100 FEET
 JZ0810'TO THE NORTH SIDE OF PLAYGROUNDS AND THE AZIMUTH MARK.
 JZ0810'
 JZ0810'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JZ0810
 JZ0810                          STATION RECOVERY (1947)
 JZ0810
 JZ0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ0810'AT MOUNT HEALTHY.
 JZ0810'AT MOUNT HEALTHY, AT THE PLAYGROUNDS, AT THE INTERSECTION OF
 JZ0810'MC MAKIN AND HICKMAN AVENUES, 21 FEET EAST OF THE CENTER LINE
 JZ0810'OF HICKMAN AVENUE, 63.5 FEET NORTH OF THE CENTER LINE OF MC MAKIN
 JZ0810'AVENUE, 90.3 FEET NORTHWEST OF R.M. NO. 1, 35 FEET SOUTH OF A
 JZ0810'WIRE MESH FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JZ0810'WITH THE GROUND.
 JZ0810
 JZ0810                          STATION RECOVERY (1980)
 JZ0810
 JZ0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JZ0810'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD
 JZ0810'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND WITH
 JZ0810'EXISTING TIES.  THE DESCRIPTION IS GOOD WITH THE FOLLOWING.
 JZ0810'
 JZ0810'THE STATION MARK IS 27 FEET NORTHWEST OF A FLAGPOLE, 27 FEET
 JZ0810'SOUTHWEST OF A 30 INCH OAK TREE AND 12 FEET NORTHEAST OF A POWER POLE.
 JZ0810'
 JZ0810'REFERENCE MARK 1 IS 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JZ0810'BRICK BUILDING, OLD FREE MEETING HOUSE BUILT 1825, 25 FEET WEST OF
 JZ0810'THE CENTER OF A SIDEWALK AND 30 FEET EAST OF THE CENTER OF A
 JZ0810'SIDEWALK.  THE MONUMENT IS 1 INCH UNDERGROUND AND HAS A STEEL
 JZ0810'SPIKE DRIVEN BESIDE IT.
 JZ0810'
 JZ0810'REFERENCE MARK 2 IS 52 FEET SOUTH OF FENCE, 70 FEET WEST OF THE
 JZ0810'CENTER OF THE SIDEWALK AND IS 2 INCHES UNDERGROUND WITH A STEEL
 JZ0810'SPIKE DRIVEN BESIDE IT.
 JZ0810
 JZ0810                          STATION RECOVERY (1989)
 JZ0810
 JZ0810'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1989
 JZ0810'RECOVERED IN GOOD CONDITION.
 JZ0810
 JZ0810                          STATION RECOVERY (1990)
 JZ0810
 JZ0810'RECOVERED 1990
 JZ0810'RECOVERED IN GOOD CONDITION.
 JZ0810
 JZ0810                          STATION RECOVERY (2004)
 JZ0810
 JZ0810'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0812 ***********************************************************************
 JZ0812  DESIGNATION -  HEALTHY AZ MK
 JZ0812  PID         -  JZ0812
 JZ0812  STATE/COUNTY-  OH/HAMILTON
 JZ0812  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0812
 JZ0812                         *CURRENT SURVEY CONTROL
 JZ0812  ___________________________________________________________________
 JZ0812* NAD 83(1986)-  39 14 10.     (N)    084 32 43.     (W)     SCALED    
 JZ0812* NAVD 88     -       248.539  (meters)     815.41   (feet)  ADJUSTED  
 JZ0812  ___________________________________________________________________
 JZ0812  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JZ0812  DYNAMIC HT  -         248.387 (meters)     814.92  (feet)  COMP
 JZ0812  MODELED GRAV-     980,009.6   (mgal)                       NAVD 88
 JZ0812
 JZ0812  VERT ORDER  -  FIRST     CLASS II
 JZ0812
 JZ0812.The horizontal coordinates were scaled from a topographic map and have
 JZ0812.an estimated accuracy of +/- 6 seconds.
 JZ0812
 JZ0812.The orthometric height was determined by differential leveling
 JZ0812.and adjusted by the National Geodetic Survey in June 1991..
 JZ0812
 JZ0812.The geoid height was determined by GEOID03.
 JZ0812
 JZ0812.The dynamic height is computed by dividing the NAVD 88
 JZ0812.geopotential number by the normal gravity value computed on the
 JZ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0812.degrees latitude (g = 980.6199 gals.).
 JZ0812
 JZ0812.The modeled gravity was interpolated from observed gravity values.
 JZ0812
 JZ0812;                    North         East    Units  Estimated Accuracy
 JZ0812;SPC OH S     -   139,220.      423,440.      MT  (+/- 180 meters Scaled)
 JZ0812
 JZ0812                          SUPERSEDED SURVEY CONTROL
 JZ0812
 JZ0812  NGVD 29 (??/??/92)  248.72   (m)          816.0    (f) COMPUTED    1 2
 JZ0812
 JZ0812.Superseded values are not recommended for survey control.
 JZ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0812.See file dsdata.txt to determine how the superseded data were derived.
 JZ0812
 JZ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ118458(NAD 83)
 JZ0812_MARKER: DZ = AZIMUTH MARK DISK
 JZ0812_SETTING: 0 = UNSPECIFIED SETTING
 JZ0812_STAMPING: HEALTHY 1947
 JZ0812_MARK LOGO: CGS   
 JZ0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0812
 JZ0812  HISTORY     - Date     Condition        Report By
 JZ0812  HISTORY     - 1947     MONUMENTED       CGS
 JZ0812  HISTORY     - 1947     GOOD             CGS
 JZ0812
 JZ0812                          STATION DESCRIPTION
 JZ0812
 JZ0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0812'AT MOUNT HEALTHY.
 JZ0812'AT MOUNT HEALTHY, HAMILTON COUNTY, 72.0 FEET NORTHWEST OF THE
 JZ0812'WEST END OF A BASEBALL BACKSTOP, 39.8 FEET SOUTHWEST OF THE
 JZ0812'SOUTHWEST CORNER OF A FRAME GARAGE AT 1545 ADAMS ROAD, 3.2 FEET
 JZ0812'NORTH OF A 6-FOOT CHAIN LINK FENCE AND 9.9 FEET EAST OF THE EAST
 JZ0812'EDGE OF THE PAVEMENT OF HICKMAN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0809 ***********************************************************************
 JZ0809  DESIGNATION -  HEALTHY RM 1
 JZ0809  PID         -  JZ0809
 JZ0809  STATE/COUNTY-  OH/HAMILTON
 JZ0809  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0809
 JZ0809                         *CURRENT SURVEY CONTROL
 JZ0809  ___________________________________________________________________
 JZ0809* NAD 83(1986)-  39 14 02.     (N)    084 32 44.     (W)     SCALED    
 JZ0809* NAVD 88     -       257.461  (meters)     844.69   (feet)  ADJUSTED  
 JZ0809  ___________________________________________________________________
 JZ0809  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ0809  DYNAMIC HT  -         257.303 (meters)     844.17  (feet)  COMP
 JZ0809  MODELED GRAV-     980,009.3   (mgal)                       NAVD 88
 JZ0809
 JZ0809  VERT ORDER  -  FIRST     CLASS II
 JZ0809
 JZ0809.The horizontal coordinates were scaled from a topographic map and have
 JZ0809.an estimated accuracy of +/- 6 seconds.
 JZ0809
 JZ0809.The orthometric height was determined by differential leveling
 JZ0809.and adjusted by the National Geodetic Survey in June 1991..
 JZ0809
 JZ0809.The geoid height was determined by GEOID03.
 JZ0809
 JZ0809.The dynamic height is computed by dividing the NAVD 88
 JZ0809.geopotential number by the normal gravity value computed on the
 JZ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0809.degrees latitude (g = 980.6199 gals.).
 JZ0809
 JZ0809.The modeled gravity was interpolated from observed gravity values.
 JZ0809
 JZ0809;                    North         East    Units  Estimated Accuracy
 JZ0809;SPC OH S     -   138,980.      423,410.      MT  (+/- 180 meters Scaled)
 JZ0809
 JZ0809                          SUPERSEDED SURVEY CONTROL
 JZ0809
 JZ0809  NGVD 29 (??/??/92)  257.640  (m)          845.27   (f) ADJ UNCH    1 2
 JZ0809
 JZ0809.Superseded values are not recommended for survey control.
 JZ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0809.See file dsdata.txt to determine how the superseded data were derived.
 JZ0809
 JZ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ118456(NAD 83)
 JZ0809_MARKER: DR = REFERENCE MARK DISK
 JZ0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0809_STAMPING: HEALTHY NO 1 1947
 JZ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0809+STABILITY: SURFACE MOTION
 JZ0809
 JZ0809  HISTORY     - Date     Condition        Report By
 JZ0809  HISTORY     - 1947     MONUMENTED       CGS
 JZ0809  HISTORY     - 20041124 MARK NOT FOUND   GEOCAC
 JZ0809
 JZ0809                          STATION DESCRIPTION
 JZ0809
 JZ0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0809'AT MOUNT HEALTHY.
 JZ0809'AT MOUNT HEALTHY, AT THE JUNCTION OF MC MAKIN AVENUE AND HICKMAN
 JZ0809'STREET AT SOUTH END OF MOUNT HEALTHY PLAYGROUND, 19.0 FEET NORTH
 JZ0809'OF CENTERLINE OF THE MC MAKIN AVENUE, 92.1 FEET EAST OF EAST
 JZ0809'EDGE OF HICKMAN STREET WALK TO PLAYGROUND, 90.3 FEET SOUTHEAST
 JZ0809'OF TRIANGULATION MARK, 1.0 WEST OF HEDGE AND SET IN THE TOP OF A
 JZ0809'CONCRETE POST FLUSH WITH THE GROUND.
 JZ0809
 JZ0809                          STATION RECOVERY (2004)
 JZ0809
 JZ0809'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0811 ***********************************************************************
 JZ0811  DESIGNATION -  HEALTHY RM 2
 JZ0811  PID         -  JZ0811
 JZ0811  STATE/COUNTY-  OH/HAMILTON
 JZ0811  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0811
 JZ0811                         *CURRENT SURVEY CONTROL
 JZ0811  ___________________________________________________________________
 JZ0811* NAD 83(1986)-  39 14 02.     (N)    084 32 44.     (W)     SCALED    
 JZ0811* NAVD 88     -       257.242  (meters)     843.97   (feet)  ADJUSTED  
 JZ0811  ___________________________________________________________________
 JZ0811  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JZ0811  DYNAMIC HT  -         257.084 (meters)     843.45  (feet)  COMP
 JZ0811  MODELED GRAV-     980,009.3   (mgal)                       NAVD 88
 JZ0811
 JZ0811  VERT ORDER  -  FIRST     CLASS II
 JZ0811
 JZ0811.The horizontal coordinates were scaled from a topographic map and have
 JZ0811.an estimated accuracy of +/- 6 seconds.
 JZ0811
 JZ0811.The orthometric height was determined by differential leveling
 JZ0811.and adjusted by the National Geodetic Survey in June 1991..
 JZ0811
 JZ0811.The geoid height was determined by GEOID03.
 JZ0811
 JZ0811.The dynamic height is computed by dividing the NAVD 88
 JZ0811.geopotential number by the normal gravity value computed on the
 JZ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0811.degrees latitude (g = 980.6199 gals.).
 JZ0811
 JZ0811.The modeled gravity was interpolated from observed gravity values.
 JZ0811
 JZ0811;                    North         East    Units  Estimated Accuracy
 JZ0811;SPC OH S     -   138,980.      423,410.      MT  (+/- 180 meters Scaled)
 JZ0811
 JZ0811                          SUPERSEDED SURVEY CONTROL
 JZ0811
 JZ0811  NGVD 29 (??/??/92)  257.420  (m)          844.55   (f) ADJ UNCH    1 2
 JZ0811
 JZ0811.Superseded values are not recommended for survey control.
 JZ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0811.See file dsdata.txt to determine how the superseded data were derived.
 JZ0811
 JZ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ118456(NAD 83)
 JZ0811_MARKER: DR = REFERENCE MARK DISK
 JZ0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0811_STAMPING: HEALTHY NO 2 1947
 JZ0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0811+STABILITY: SURFACE MOTION
 JZ0811
 JZ0811  HISTORY     - Date     Condition        Report By
 JZ0811  HISTORY     - 1947     MONUMENTED       CGS
 JZ0811  HISTORY     - 20041124 MARK NOT FOUND   GEOCAC
 JZ0811
 JZ0811                          STATION DESCRIPTION
 JZ0811
 JZ0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0811'AT MOUNT HEALTHY.
 JZ0811'AT MOUNT HEALTHY, AT THE PLAYGROUNDS, AT THE INTERSECTION OF
 JZ0811'MC MAKIN AND HICKMAN AVENUE, 68 FEET NORTH OF MC MAKIN AVENUE,
 JZ0811'31.5 FEET WEST OF THE CENTER LINE OF HICKMAN AVENUE, 5.5 FEET
 JZ0811'NORTH OF THE NORTH EDGE OF A SIDE WALK, 89.5 FEET SOUTHWEST OF
 JZ0811'THE STATION MARK AND SET IN THE TOP OF A CONCRETE POST SET FLUSH
 JZ0811'WITH THE GROUND.
 JZ0811
 JZ0811                          STATION RECOVERY (2004)
 JZ0811
 JZ0811'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1845 ***********************************************************************
 KZ1845  DESIGNATION -  HEATH
 KZ1845  PID         -  KZ1845
 KZ1845  STATE/COUNTY-  OH/LICKING
 KZ1845  USGS QUAD   -  NEWARK (1982)
 KZ1845
 KZ1845                         *CURRENT SURVEY CONTROL
 KZ1845  ___________________________________________________________________
 KZ1845* NAD 83(1995)-  40 02 03.65915(N)    082 28 17.82503(W)     ADJUSTED  
 KZ1845* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 KZ1845  ___________________________________________________________________
 KZ1845  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 KZ1845  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KZ1845
 KZ1845  HORZ ORDER  -  SECOND
 KZ1845
 KZ1845.The horizontal coordinates were established by classical geodetic methods
 KZ1845.and adjusted by the National Geodetic Survey in April 1998..
 KZ1845
 KZ1845.The orthometric height was scaled from a topographic map.
 KZ1845
 KZ1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1845
 KZ1845.The geoid height was determined by GEOID03.
 KZ1845
 KZ1845;                    North         East     Units Scale Factor Converg.
 KZ1845;SPC OH S     -   225,847.306   602,422.429   MT  1.00000020   +0 01 04.8
 KZ1845;UTM  17      - 4,432,607.033   374,443.679   MT  0.99979407   -0 56 48.3
 KZ1845
 KZ1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1845!SPC OH S     -   0.99996302  x   1.00000020  =   0.99996322
 KZ1845!UTM  17      -   0.99996302  x   0.99979407  =   0.99975710
 KZ1845
 KZ1845:                Primary Azimuth Mark                     Grid Az
 KZ1845:SPC OH S     -  GUARD                                    067 41 22.2
 KZ1845:UTM  17      -  GUARD                                    068 39 15.3
 KZ1845
 KZ1845|---------------------------------------------------------------------|
 KZ1845| PID    Reference Object                     Distance      Geod. Az  |
 KZ1845|                                                           dddmmss.s |
 KZ1845| KZ1846 GUARD                               APPROX. 2.2 KM 0674227.0 |
 KZ1845| CE6708 HEATH RM 1                           12.100 METERS 11644     |
 KZ1845| CE6709 HEATH RM 2                           13.173 METERS 21912     |
 KZ1845| KZ1858 HEATH OFFSET                         13.542 METERS 32931     |
 KZ1845|---------------------------------------------------------------------|
 KZ1845
 KZ1845                          SUPERSEDED SURVEY CONTROL
 KZ1845
 KZ1845  NAD 83(1986)-  40 02 03.66564(N)    082 28 17.83602(W) AD(       ) 2
 KZ1845  NAD 27      -  40 02 03.43710(N)    082 28 18.27630(W) AD(       ) 2
 KZ1845
 KZ1845.Superseded values are not recommended for survey control.
 KZ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1845.See file dsdata.txt to determine how the superseded data were derived.
 KZ1845
 KZ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7444432607(NAD 83)
 KZ1845_MARKER: DS = TRIANGULATION STATION DISK
 KZ1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1845
 KZ1845  HISTORY     - Date     Condition        Report By
 KZ1845  HISTORY     - 1962     MONUMENTED       CGS
 KZ1845
 KZ1845                          STATION DESCRIPTION
 KZ1845
 KZ1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KZ1845'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF NEWARK AND WHERE THE
 KZ1845'NEW YORK CENTRAL RAILROAD CROSSES
 KZ1845'THE BALTIMORE AND OHIO RAILROAD.
 KZ1845'
 KZ1845'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 79 AND HEATH
 KZ1845'ROAD, WHICH IS ABOUT 3-1/2
 KZ1845'MILES SOUTHWEST OF NEWARK IN HEATH, GO WEST ON HEATH ROAD FOR 1.4
 KZ1845'MILES TO A CROSS ROAD, TURN RIGHT AND
 KZ1845'FOLLOW ALONG THE EAST SIDE OF THE NEW YORK CENTRAL RAILROAD
 KZ1845'TRACKS FOR 0.65 MILES TO THE JUNCTION OF THE
 KZ1845'BALTIMORE AND OHIO AND THE STATION.
 KZ1845'
 KZ1845'THE STATION IS 16.0 FEET SOUTH OF THE SOUTH RAIL OF THE B AND O
 KZ1845'RAILROAD AND 11.6 FEET EAST OF THE
 KZ1845'EAST RAIL OF THE N.Y.C. RAILROAD.  IT IS A STANDARD TRAVERSE DISK SET
 KZ1845'IN A SQUARE CONCRETE MONUMENT,
 KZ1845'FLUSH, AND IS STAMPED HEATH 1962.
 KZ1845'
 KZ1845'REFERENCE MARK NO. 1 IS 56 FEET EAST OF THE EAST RAIL OF THE N.Y.C.
 KZ1845'RAILROAD, 46 FEET SOUTH OF
 KZ1845'THE SOUTH RAIL OF THE B AND O RAILROAD AND 1.4 FEET NORTHEAST OF A
 KZ1845'GUY WIRE.
 KZ1845'
 KZ1845'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT, FLUSH, AND
 KZ1845'IS STAMPED HEATH NO 1 1962.
 KZ1845'
 KZ1845'REFERENCE MARK NO. 2 IS 39 FEET SOUTH OF THE SOUTH RAIL OF THE B AND
 KZ1845'O RAILROAD AND 4.4 FEET WEST OF THE
 KZ1845'WEST RAIL OF THE N.Y.C. RAILROAD.  IT IS A STANDARD DISK CEMENTED IN
 KZ1845'A DRILLED HOLE IN A CONCRETE SLAB,
 KZ1845'FLUSH, AND IS STAMPED HEATH NO 2 1962.
 KZ1845'
 KZ1845'HEIGHT OF LIGHT ABOVE STATION MARK 1.77 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1844 ***********************************************************************
 KZ1844  DESIGNATION -  HEATH ASTRO
 KZ1844  PID         -  KZ1844
 KZ1844  STATE/COUNTY-  OH/LICKING
 KZ1844  USGS QUAD   -  NEWARK (1982)
 KZ1844
 KZ1844                         *CURRENT SURVEY CONTROL
 KZ1844  ___________________________________________________________________
 KZ1844* NAD 83(1995)-  40 01 12.81734(N)    082 28 23.65887(W)     ADJUSTED  
 KZ1844* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 KZ1844  ___________________________________________________________________
 KZ1844  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 KZ1844  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KZ1844
 KZ1844  HORZ ORDER  -  SECOND
 KZ1844
 KZ1844.The horizontal coordinates were established by classical geodetic methods
 KZ1844.and adjusted by the National Geodetic Survey in April 1998..
 KZ1844
 KZ1844.The orthometric height was scaled from a topographic map.
 KZ1844
 KZ1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1844
 KZ1844.The geoid height was determined by GEOID03.
 KZ1844
 KZ1844;                    North         East     Units Scale Factor Converg.
 KZ1844;SPC OH S     -   224,279.146   602,284.581   MT  0.99999743   +0 01 01.1
 KZ1844;UTM  17      - 4,431,041.737   374,279.484   MT  0.99979458   -0 56 51.0
 KZ1844
 KZ1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1844!SPC OH S     -   0.99996302  x   0.99999743  =   0.99996045
 KZ1844!UTM  17      -   0.99996302  x   0.99979458  =   0.99975761
 KZ1844
 KZ1844|---------------------------------------------------------------------|
 KZ1844| PID    Reference Object                     Distance      Geod. Az  |
 KZ1844|                                                           dddmmss.s |
 KZ1844| CE6710 HEATH ASTRO RM 1                     16.895 METERS 04119     |
 KZ1844| KZ1857 BAY POINT 1                         148.592 METERS 09608     |
 KZ1844| CE6711 HEATH ASTRO RM 2                     10.704 METERS 11026     |
 KZ1844| KZ1860 HEATH ASTRO POINT A                 177.971 METERS 23810     |
 KZ1844| KZ1859 HEATH ASTRO POINT B                 132.860 METERS 28000     |
 KZ1844|---------------------------------------------------------------------|
 KZ1844
 KZ1844                          SUPERSEDED SURVEY CONTROL
 KZ1844
 KZ1844  NAD 83(1986)-  40 01 12.82398(N)    082 28 23.66980(W) AD(       ) 2
 KZ1844  NAD 27      -  40 01 12.59490(N)    082 28 24.11130(W) AD(       ) 2
 KZ1844
 KZ1844.Superseded values are not recommended for survey control.
 KZ1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1844.See file dsdata.txt to determine how the superseded data were derived.
 KZ1844
 KZ1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE7427931042(NAD 83)
 KZ1844_MARKER: DS = TRIANGULATION STATION DISK
 KZ1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1844
 KZ1844  HISTORY     - Date     Condition        Report By
 KZ1844  HISTORY     - 1962     MONUMENTED       CGS
 KZ1844
 KZ1844                          STATION DESCRIPTION
 KZ1844
 KZ1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ELH)
 KZ1844'THIS STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE U.S. AIR FORCE
 KZ1844'MAINTENANCE FACILITIES IN HEATH.
 KZ1844'
 KZ1844'TO REACH FROM THE TRAFFIC LIGHT AT THE JUNCTION OF STATE HIGHWAY 79
 KZ1844'AND HEATH ROAD, GO WEST ON HEATH
 KZ1844'ROAD FOR 1.4 MILE TO A CROSSROAD,* TURN LEFT AND GO 0.1 MILE TO
 KZ1844'BRIDGE, AZIMUTH MARK NO. 1 IS ON THE
 KZ1844'RIGHT, AZIMUTH MARK NO. 2 IS ON THE LEFT, CONTINUE AHEAD
 KZ1844'FOR 0.1 MILE TO GUARD HOUSE, KEEP RIGHT THROUGH
 KZ1844'GATE AND GO 0.1 MILE AROUND PARKING AREA
 KZ1844'TO STATION ON LEFT.
 KZ1844'
 KZ1844'THE STATION IS 224 FEET WEST OF THE MAIN BUILDING, 160 FEET NORTH OF
 KZ1844'THE APPROXIMATE CENTER OF WATER
 KZ1844'TANK, 110 FEET NORTH OF OUTSIDE AZIMUTH BUILDING, AND 57 FEET
 KZ1844'SOUTHWEST OF THE SOUTHWEST CORNER
 KZ1844'OF A CONCRETE BUILDING.  IT IS A STANDARD DISK SET IN
 KZ1844'A SQUARE CONCRETE MONUMENT, FLUSH, AND IS STAMPED
 KZ1844'HEATH ASTRO 1962.
 KZ1844'
 KZ1844'REFERENCE MARK NO. 1 IS 86 FEET NORTH OF THE APPROXIMATE CENTER OF A
 KZ1844'BLACKTOP ROAD 2 FEET SOUTHWEST
 KZ1844'OF THE SOUTHWEST CORNER OF A CONCRETE BUILDING.  IT IS A STANDARD
 KZ1844'DISK SET IN A SQUARE CONCRETE
 KZ1844'MONUMENT, FLUSH, AND IS STAMPED HEATH ASTRO NO. 1 1962.
 KZ1844'
 KZ1844'REFERENCE MARK NO. 2 IS 57 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 KZ1844'CONCRETE BUILDING, AND 57 FEET
 KZ1844'NORTH OF THE APPROXIMATE CENTER OF A BLACKTOP ROAD.  IT IS A STANDARD
 KZ1844'DISK SET IN A SQUARE CONCRETE
 KZ1844'MONUMENT, FLUSH, AND IS STAMPED HEATH ASTRO NO 2 1962.
 KZ1844'
 KZ1844'AZIMUTH MARK NO. 1 IS 18.4 FEET SOUTH OF THE NORTH EDGE OF THE
 KZ1844'SOUTHWEST WING OF THE ROAD
 KZ1844'BRIDGE, 13.6 FEET WEST OF WEST EDGE OF BRIDGE, 8.9 FEET EAST OF EAST
 KZ1844'RAILROAD BRIDGE BANISTER AT SOUTH
 KZ1844'END, AND 2 FEET NORTH OF SOUTH EDGE OF SOUTH WING OF ROAD
 KZ1844'BRIDGE.  IT IS A STANDARD DISK CEMENTED IN
 KZ1844'A DRILLED HOLE IN HEADWALL, FLUSH, AND IS
 KZ1844'STAMPED HEATH ASTRO NO 1 1962.
 KZ1844'
 KZ1844'AZIMUTH MARK NO. 2 IS 18.5 FEET EAST OF THE APPROXIMATE CENTER OF
 KZ1844'ROAD BRIDGE, 7 FEET NORTH
 KZ1844'OF SOUTH EDGE OF EAST ABUTMENT, 6 FEET SOUTH OF EAST HANDRAIL POST.
 KZ1844'IT IS A STANDARD DISK CEMENTED IN
 KZ1844'A DRILLED HOLE IN ABUTTMENT, FLUSH, AND IS STAMPED HEATH
 KZ1844'ASTRO NO. 2 1962.
 KZ1844'
 KZ1844'AZIMUTH MARK NO. 3 IS 100 FEET SOUTH OF A POWERPOLE WITH A
 KZ1844'TRANSFORMER, 54 FEET WEST OF
 KZ1844'APPROXIMATE CENTER OF THORNWOOD DRIVE, 31 FEET NORTH OF THE DRIVEWAY.
 KZ1844'IT IS A STANDARD DISK SET IN A
 KZ1844'SQUARE CONCRETE MONUMENT, FLUSH, AND IS STAMPED HEATH ASTRO NO. 3
 KZ1844'1962.  TO REACH* GO WEST ON HEATH ROAD
 KZ1844'FOR 0.4 MILE TO THORNWOOD DRIVE, TURN RIGHT AND
 KZ1844'GO 0.65 MILE TO FAYE DRIVE, CONTINUE AHEAD FOR 0.35 MILE
 KZ1844'TO DRIVEWAY ON LEFT AND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2698 ***********************************************************************
 MB2698  DESIGNATION -  HEIGHTS
 MB2698  PID         -  MB2698
 MB2698  STATE/COUNTY-  OH/SUMMIT
 MB2698  USGS QUAD   -  AKRON EAST (1964)
 MB2698
 MB2698                         *CURRENT SURVEY CONTROL
 MB2698  ___________________________________________________________________
 MB2698* NAD 83(1995)-  41 04 25.37246(N)    081 28 06.86718(W)     ADJUSTED  
 MB2698* NAVD 88     -       374.8    (meters)    1230.     (feet)  VERTCON   
 MB2698  ___________________________________________________________________
 MB2698  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 MB2698  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB2698
 MB2698  HORZ ORDER  -  FIRST
 MB2698
 MB2698.The horizontal coordinates were established by classical geodetic methods
 MB2698.and adjusted by the National Geodetic Survey in April 1998..
 MB2698
 MB2698.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2698
 MB2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2698
 MB2698.The geoid height was determined by GEOID03.
 MB2698
 MB2698;                    North         East     Units Scale Factor Converg.
 MB2698;SPC OH N     -   156,759.464   686,675.150   MT  0.99993915   +0 40 39.3
 MB2698;UTM  17      - 4,547,045.889   460,636.068   MT  0.99961907   -0 18 28.3
 MB2698
 MB2698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2698!SPC OH N     -   0.99994645  x   0.99993915  =   0.99988560
 MB2698!UTM  17      -   0.99994645  x   0.99961907  =   0.99956554
 MB2698
 MB2698|---------------------------------------------------------------------|
 MB2698| PID    Reference Object                     Distance      Geod. Az  |
 MB2698|                                                           dddmmss.s |
 MB2698| MB2699 AKRON BRITTAIN RD MUN TANK          271.971 METERS 03546     |
 MB2698| MB1202 HEIGHTS RM 1                        118.842 METERS 06549     |
 MB2698| MB1201 HEIGHTS RM 2                        109.043 METERS 10357     |
 MB2698| MB2708 AKRON GENERAL TIRE CO TANK          APPROX. 4.6 KM 1101819.9 |
 MB2698| MB2704 AKRON MUN APT GOODYEAR HGR BCN      APPROX. 4.5 KM 1811937.9 |
 MB2698| MB2701 AKRON GEORGIA AVE MUN SPIPE         APPROX. 3.9 KM 2111959.4 |
 MB2698| MB2713 AKRON ELBON AVE MUNICIPAL TANK      APPROX. 2.8 KM 2352856.8 |
 MB2698| MB2890 AKRON SACKS ELECTRIC CO TANK        APPROX. 3.0 KM 2524017.1 |
 MB2698| MB2880 AKRON WOOSTER AVE MUN SPIPE         APPROX. 7.1 KM 2670825.5 |
 MB2698| MB2884 AKRON WOOSTER AVE MUN TANK          APPROX. 7.0 KM 2671105.8 |
 MB2698| MB2896 AKRON POLICE RADIO MAST             APPROX. 3.4 KM 2741955.2 |
 MB2698| MB2920 AKRON TV STATION WAKR MAST          APPROX. 4.3 KM 2825858.9 |
 MB2698| MB2878 AKRON OHIO EDISON ELEC CO TWR       APPROX. 3.6 KM 3094257.4 |
 MB2698|---------------------------------------------------------------------|
 MB2698
 MB2698                          SUPERSEDED SURVEY CONTROL
 MB2698
 MB2698  NAD 83(1986)-  41 04 25.37928(N)    081 28 06.87075(W) AD(       ) 1
 MB2698  NAD 27      -  41 04 25.17681(N)    081 28 07.45086(W) AD(       ) 1
 MB2698  NGVD 29 (07/19/86)  375.0    (m)         1230.     (f) VERT ANG       
 MB2698
 MB2698.Superseded values are not recommended for survey control.
 MB2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2698.See file dsdata.txt to determine how the superseded data were derived.
 MB2698
 MB2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6063647046(NAD 83)
 MB2698_MARKER: Z = SEE DESCRIPTION
 MB2698_SETTING: 0 = UNSPECIFIED SETTING
 MB2698
 MB2698  HISTORY     - Date     Condition        Report By
 MB2698  HISTORY     - 1943     MONUMENTED       OH0070
 MB2698  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MB2698
 MB2698                          STATION DESCRIPTION
 MB2698
 MB2698'DESCRIBED BY CITY OF AKRON OHIO 1943 (APR)
 MB2698'STATION IS ON THE ROOF OF SEIBERLING SCHOOL SITUATED AT NW CORNER OF
 MB2698'BRITTAIN ROAD AND NEWTON
 MB2698'AVENUE, IN THE E PART OF THE CITY OF AKRON.  STATION
 MB2698'IS IN THE CENTER OF THE CONCRETE
 MB2698'SLAB ON TOP OF THE SECOND
 MB2698'VENTILATOR FROM THE S END OF THE BUILDING IN THE E
 MB2698'ROW, 28.3 FEET
 MB2698'W OF E EDGE OF ROOF, AND 4392 FEET N OF S EDGE OF ROOF.
 MB2698'W OF E EDGE OF
 MB2698'ROOF, AND 43.2 FEET N OF S EDGE OF ROOF.
 MB2698'
 MB2698'STATION MARK IS A NAIL IN A LEAD HUB IN THE CONCRETE SLAB.
 MB2698'
 MB2698'REFERENCE MARK 1 IS 389.90 FEET (COMPUTED DISTANCE) ENE OF
 MB2698'THE STATION IN THE
 MB2698'W FENCE OF CITY RESERVOIR, 27.0 FEET E OF E
 MB2698'CURB ON BRITTAIN ROAD, AND 15.5 FEET
 MB2698'S OF NW CORNER OF FENCE.  IT
 MB2698'IS A BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE
 MB2698'POST WITH
 MB2698'ARROW POINTING TO STATION AND IS STAMPED HEIGHTS NO 1 1943.
 MB2698'
 MB2698'REFERENCE MARK 2 IS 357.75 FEET (COMPUTED DISTANCE) E OF THE
 MB2698'STATION IN THE W
 MB2698'FENCE OF CITY RESERVOIR, 27 FEET E OF E CURB ON
 MB2698'BRITTAIN ROAD, AND 135 FEET N OF SW
 MB2698'CORNER OF FENCE.  IT IS A
 MB2698'BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE
 MB2698'POST WITH ARROW
 MB2698'POINTING TO STATION AND IS STAMPED HEIGHTS NO 2 1943.
 MB2698'
 MB2698'NO AZIMUTH MARK WAS SET.
 MB2698'
 MB2698'HEIGHT OF LIGHT ABOVE STATION MARK - 0 METER.
 MB2698
 MB2698                          STATION RECOVERY (1963)
 MB2698
 MB2698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB2698'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MB2698'CONDITION.  THE DIRECTION TO THE
 MB2698'REFERENCE MARKS CHECKED.  THE DESCRIPTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1202 ***********************************************************************
 MB1202  DESIGNATION -  HEIGHTS RM 1
 MB1202  PID         -  MB1202
 MB1202  STATE/COUNTY-  OH/SUMMIT
 MB1202  USGS QUAD   -  AKRON EAST (1964)
 MB1202
 MB1202                         *CURRENT SURVEY CONTROL
 MB1202  ___________________________________________________________________
 MB1202* NAD 83(1986)-  41 04 27.     (N)    081 28 02.     (W)     SCALED    
 MB1202* NAVD 88     -       359.810  (meters)    1180.48   (feet)  ADJUSTED  
 MB1202  ___________________________________________________________________
 MB1202  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MB1202  DYNAMIC HT  -         359.651 (meters)    1179.95  (feet)  COMP
 MB1202  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 MB1202
 MB1202  VERT ORDER  -  FIRST     CLASS II
 MB1202
 MB1202.The horizontal coordinates were scaled from a topographic map and have
 MB1202.an estimated accuracy of +/- 6 seconds.
 MB1202
 MB1202.The orthometric height was determined by differential leveling
 MB1202.and adjusted by the National Geodetic Survey in June 1991..
 MB1202
 MB1202.The geoid height was determined by GEOID03.
 MB1202
 MB1202.The dynamic height is computed by dividing the NAVD 88
 MB1202.geopotential number by the normal gravity value computed on the
 MB1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1202.degrees latitude (g = 980.6199 gals.).
 MB1202
 MB1202.The modeled gravity was interpolated from observed gravity values.
 MB1202
 MB1202;                    North         East    Units  Estimated Accuracy
 MB1202;SPC OH N     -   156,810.      686,790.      MT  (+/- 180 meters Scaled)
 MB1202
 MB1202                          SUPERSEDED SURVEY CONTROL
 MB1202
 MB1202  NGVD 29 (??/??/92)  360.004  (m)         1181.11   (f) ADJ UNCH    1 2
 MB1202
 MB1202.Superseded values are not recommended for survey control.
 MB1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1202.See file dsdata.txt to determine how the superseded data were derived.
 MB1202
 MB1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF607470(NAD 83)
 MB1202_MARKER: DR = REFERENCE MARK DISK
 MB1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1202_STAMPING: HEIGHTS NO 1 1943
 MB1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1202+STABILITY: SURFACE MOTION
 MB1202
 MB1202  HISTORY     - Date     Condition        Report By
 MB1202  HISTORY     - 1943     MONUMENTED       CGS
 MB1202  HISTORY     - 1964     GOOD             NGS
 MB1202
 MB1202                          STATION DESCRIPTION
 MB1202
 MB1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MB1202'AT AKRON.
 MB1202'AT AKRON, NEAR THE INTERSECTION OF BRITTAIN ROAD AND NEWTOWN
 MB1202'STREET, 273 FEET SOUTHEAST OF AND ACROSS BRITTAIN ROAD FROM THE
 MB1202'NORTHEAST CORNER OF THE SEIBERLING SCHOOL, 27 FEET EAST OF THE
 MB1202'EAST CURB OF BRITTAIN ROAD, 15.5 FEET SOUTH OF THE NORTHWEST
 MB1202'CORNER OF FENCE AROUND CITY RESERVOIR, 246 FEET NORTH OF RM 2,
 MB1202'1 FOOT WEST OF FENCE AROUND RESERVOIR, 6 FEET ABOVE THE LEVEL OF
 MB1202'BRITTAIN ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MB1202'2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1201 ***********************************************************************
 MB1201  DESIGNATION -  HEIGHTS RM 2
 MB1201  PID         -  MB1201
 MB1201  STATE/COUNTY-  OH/SUMMIT
 MB1201  USGS QUAD   -  AKRON EAST (1964)
 MB1201
 MB1201                         *CURRENT SURVEY CONTROL
 MB1201  ___________________________________________________________________
 MB1201* NAD 83(1986)-  41 04 24.     (N)    081 28 02.     (W)     SCALED    
 MB1201* NAVD 88     -       359.965  (meters)    1180.99   (feet)  ADJUSTED  
 MB1201  ___________________________________________________________________
 MB1201  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MB1201  DYNAMIC HT  -         359.807 (meters)    1180.47  (feet)  COMP
 MB1201  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 MB1201
 MB1201  VERT ORDER  -  FIRST     CLASS II
 MB1201
 MB1201.The horizontal coordinates were scaled from a topographic map and have
 MB1201.an estimated accuracy of +/- 6 seconds.
 MB1201
 MB1201.The orthometric height was determined by differential leveling
 MB1201.and adjusted by the National Geodetic Survey in June 1991..
 MB1201
 MB1201.The geoid height was determined by GEOID03.
 MB1201
 MB1201.The dynamic height is computed by dividing the NAVD 88
 MB1201.geopotential number by the normal gravity value computed on the
 MB1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1201.degrees latitude (g = 980.6199 gals.).
 MB1201
 MB1201.The modeled gravity was interpolated from observed gravity values.
 MB1201
 MB1201;                    North         East    Units  Estimated Accuracy
 MB1201;SPC OH N     -   156,720.      686,790.      MT  (+/- 180 meters Scaled)
 MB1201
 MB1201                          SUPERSEDED SURVEY CONTROL
 MB1201
 MB1201  NGVD 29 (??/??/92)  360.160  (m)         1181.62   (f) ADJ UNCH    1 2
 MB1201
 MB1201.Superseded values are not recommended for survey control.
 MB1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1201.See file dsdata.txt to determine how the superseded data were derived.
 MB1201
 MB1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF607470(NAD 83)
 MB1201_MARKER: DR = REFERENCE MARK DISK
 MB1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1201_STAMPING: HEIGHTS NO 2 1943
 MB1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1201+STABILITY: SURFACE MOTION
 MB1201
 MB1201  HISTORY     - Date     Condition        Report By
 MB1201  HISTORY     - 1943     MONUMENTED       CGS
 MB1201  HISTORY     - 1964     GOOD             NGS
 MB1201
 MB1201                          STATION DESCRIPTION
 MB1201
 MB1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MB1201'AT AKRON.
 MB1201'AT AKRON, NEAR THE INTERSECTION OF BRITTAIN ROAD AND NEWTON
 MB1201'STREET, NEAR THE CITY RESERVOIR, 211 FEET NORTHEAST OF THE
 MB1201'APPROXIMATE CENTER OF THE INTERSECTION OF BRITTAIN ROAD AND
 MB1201'NEWTOWN STREET, 135 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 MB1201'FENCE AROUND THE RESERVOIR, 27 FEET EAST OF THE EAST CURB OF
 MB1201'BRITTAIN ROAD, 357.7 FEET EAST OF THE STATION (COMPUTED DISTANCE)
 MB1201'WHICH IS ON TOP OF THE SEIBERLING SCHOOL, 57.7 FEET SOUTH OF
 MB1201'THE CENTER OF GATE TO RESERVOIR, 1 FOOT WEST OF FENCE AROUND
 MB1201'RESERVOIR, 246 FEET SOUTH OF RM 1, 6 FEET ABOVE THE LEVEL OF
 MB1201'BRITTAIN ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MB1201'2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1906 ***********************************************************************
 KZ1906  DESIGNATION -  HEINLEN
 KZ1906  PID         -  KZ1906
 KZ1906  STATE/COUNTY-  OH/DELAWARE
 KZ1906  USGS QUAD   -  KILBOURNE (1983)
 KZ1906
 KZ1906                         *CURRENT SURVEY CONTROL
 KZ1906  ___________________________________________________________________
 KZ1906* NAD 83(1995)-  40 20 55.48829(N)    082 53 50.40770(W)     ADJUSTED  
 KZ1906* NAVD 88     -       300.7    (meters)     987.     (feet)  GPS OBS   
 KZ1906  ___________________________________________________________________
 KZ1906  X           -     601,907.901 (meters)                     COMP
 KZ1906  Y           -  -4,830,573.771 (meters)                     COMP
 KZ1906  Z           -   4,107,746.722 (meters)                     COMP
 KZ1906  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 KZ1906  ELLIP HEIGHT-         266.71  (meters)          (10/07/05) GPS OBS
 KZ1906  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KZ1906
 KZ1906  HORZ ORDER  -  FIRST
 KZ1906  ELLP ORDER  -  FOURTH    CLASS I
 KZ1906
 KZ1906.The horizontal coordinates were established by classical geodetic methods
 KZ1906.and adjusted by the National Geodetic Survey in April 1998..
 KZ1906
 KZ1906.The orthometric height was determined by GPS observations and a
 KZ1906.high-resolution geoid model.
 KZ1906
 KZ1906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1906
 KZ1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1906
 KZ1906.The ellipsoidal height was determined by GPS observations
 KZ1906.and is referenced to NAD 83.
 KZ1906
 KZ1906.The geoid height was determined by GEOID03.
 KZ1906
 KZ1906;                    North         East     Units Scale Factor Converg.
 KZ1906;SPC OH N     -    75,820.182   566,242.767   MT  1.00001728   -0 15 39.7
 KZ1906;UTM  17      - 4,468,193.545   338,866.117   MT  0.99991962   -1 13 43.2
 KZ1906
 KZ1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1906!SPC OH N     -   0.99995816  x   1.00001728  =   0.99997544
 KZ1906!UTM  17      -   0.99995816  x   0.99991962  =   0.99987779
 KZ1906
 KZ1906|---------------------------------------------------------------------|
 KZ1906| PID    Reference Object                     Distance      Geod. Az  |
 KZ1906|                                                           dddmmss.s |
 KZ1906| CE6713 HEINLEN RM 1                         33.482 METERS 08528     |
 KZ1906| KZ1886 RICH HILL                           APPROX.14.9 KM 1001212.1 |
 KZ1906| CE6712 HEINLEN AZ MK                                      1214703.4 |
 KZ1906| KZ1897 SUNBURY MUNICIPAL TANK              APPROX.11.8 KM 1623522.1 |
 KZ1906| CE6714 HEINLEN RM 2                         62.667 METERS 19101     |
 KZ1906| KZ2024 DELAWARE CLAY PRODUCTS STACK        APPROX.14.6 KM 2441342.2 |
 KZ1906| KZ2023 DELAWARE DEPT HIGHWAYS STACK        APPROX.14.2 KM 2454154.1 |
 KZ1906| KZ2025 DELAWARE S OHIO ELEC CO STACK       APPROX.15.6 KM 2471628.6 |
 KZ1906| KZ2026 DELAWARE ST MARYS CATH CHURCH       APPROX.15.3 KM 2483755.1 |
 KZ1906|---------------------------------------------------------------------|
 KZ1906
 KZ1906                          SUPERSEDED SURVEY CONTROL
 KZ1906
 KZ1906  ELLIP H (04/01/98)  266.72   (m)                       GP(       ) 4 1
 KZ1906  NAD 83(1986)-  40 20 55.49543(N)    082 53 50.41363(W) AD(       ) 1
 KZ1906  NAD 27      -  40 20 55.27406(N)    082 53 50.76287(W) AD(       ) 1
 KZ1906
 KZ1906.Superseded values are not recommended for survey control.
 KZ1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1906.See file dsdata.txt to determine how the superseded data were derived.
 KZ1906
 KZ1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3886668194(NAD 83)
 KZ1906_MARKER: DS = TRIANGULATION STATION DISK
 KZ1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1906_SP_SET: CONCRETE POST
 KZ1906_MARK LOGO: CGS   
 KZ1906_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ1906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1906+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1991
 KZ1906
 KZ1906  HISTORY     - Date     Condition        Report By
 KZ1906  HISTORY     - 1933     MONUMENTED       CGS
 KZ1906  HISTORY     - 1933     GOOD             CGS
 KZ1906  HISTORY     - 19901108 GOOD             WOOLPT
 KZ1906  HISTORY     - 19910219 GOOD
 KZ1906
 KZ1906                          STATION DESCRIPTION
 KZ1906
 KZ1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ1906'STATION IS IN
 KZ1906'KINGSTON TOWNSHIP,
 KZ1906'ON LAND OWNED BY THOMAS HEINLEN, ABOUT 9-1/2
 KZ1906'MILES EAST-NORTHEAST OF DELAWARE, 5
 KZ1906'MILES SOUTHEAST OF ASHLEY,
 KZ1906'0.6 MILE SOUTH OF THE DELAWARE-MORROW COUNTY LINE, IN
 KZ1906'THE
 KZ1906'NORTHWEST CORNER OF A PASTURE, ABOUT 75 YARDS EAST OF THE FARM
 KZ1906'RESIDENCE.  IT IS
 KZ1906'30 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KZ1906'12 FEET SOUTH OF THE RIGHT-OF-WAY
 KZ1906'FENCE, 25 FEET EAST OF FENCE
 KZ1906'BETWEEN PASTURE AND GARDEN, AND 35 FEET
 KZ1906'EAST-SOUTHEAST OF AN
 KZ1906'18-INCH ELM TREE ON RIGHT-OF-WAY FENCE LINE.  SURFACE MARK
 KZ1906'IS ABOUT
 KZ1906'10 INCHES BELOW THE SURFACE OF THE GROUND.
 KZ1906'
 KZ1906'TO REACH STATION FROM DELAWARE, GO NORTHEAST 4.5 MILES ON
 KZ1906'U. S. HIGHWAY 42
 KZ1906'TO NEW YORK CENTRAL RAILROAD, THENCE EAST 2-1/2
 KZ1906'MILES TO KILBOURNE, CONTINUE EAST
 KZ1906'2.0 MILES FROM KILBOURNE TO
 KZ1906'T-ROAD NORTH WITH AN OLD BRICK SCHOOL IN THE
 KZ1906'NORTHEAST CORNER OF
 KZ1906'THE INTERSECTION, TURN NORTH (LEFT) AND PROCEED 1.1 MILES TO
 KZ1906'T-ROAD EAST,
 KZ1906'TURN RIGHT AND PROCEED EAST 1.2 MILES TO THE STATION
 KZ1906'AND THE THOMAS HEINLEN
 KZ1906'FARMHOUSE.
 KZ1906'
 KZ1906'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 KZ1906'STANDARD BRONZE
 KZ1906'DISKS IN CONCRETE.
 KZ1906'
 KZ1906'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 0.5 FOOT SOUTH
 KZ1906'OF RIGHT-OF-WAY
 KZ1906'FENCE, 18 FEET SOUTH OF THE CENTER LINE OF THE
 KZ1906'ROAD, 180 FEET WEST OF A 48-INCH
 KZ1906'ELM TREE JUST SOUTH OF FENCE,
 KZ1906'AND PROJECTS 6 INCHES ABOVE THE GROUND.  REFERENCE
 KZ1906'MARK NO. 2 IS
 KZ1906'SOUTH-SOUTHWEST OF THE STATION, IN THE PASTURE, 1 FOOT EAST AND
 KZ1906'1.5 FEET SOUTH OF
 KZ1906'THE NORTHEAST CORNER OF A GARAGE, AND PROJECTS
 KZ1906'5 INCHES ABOVE THE GROUND.
 KZ1906'
 KZ1906'AZIMUTH MARK IS SOUTHEAST OF THE STATION IN THE NORTHEAST
 KZ1906'CORNER OF THE
 KZ1906'PASTURE, 0.5 FEET WEST OF FENCE AND 4 FEET NORTH
 KZ1906'OF A FENCE CORNER, AND IS FLUSH
 KZ1906'WITH THE SURFACE OF THE GROUND.
 KZ1906'
 KZ1906'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 KZ1906
 KZ1906                          STATION RECOVERY (1933)
 KZ1906
 KZ1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KZ1906'RECOVERED IN GOOD CONDITION.
 KZ1906
 KZ1906                          STATION RECOVERY (1990)
 KZ1906
 KZ1906'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990
 KZ1906'RECOVERED IN GOOD CONDITION.
 KZ1906
 KZ1906                          STATION RECOVERY (1991)
 KZ1906
 KZ1906'RECOVERED 1991
 KZ1906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0215 ***********************************************************************
 MC0215  SACS        -  This is a Secondary Airport Control Station.
 MC0215  DESIGNATION -  HEISLER
 MC0215  PID         -  MC0215
 MC0215  STATE/COUNTY-  OH/HURON
 MC0215  USGS QUAD   -  WILLARD (1972)
 MC0215
 MC0215                         *CURRENT SURVEY CONTROL
 MC0215  ___________________________________________________________________
 MC0215* NAD 83(1995)-  41 02 20.88190(N)    082 43 54.20891(W)     ADJUSTED  
 MC0215* NAVD 88     -       293.679  (meters)     963.51   (feet)  ADJUSTED  
 MC0215  ___________________________________________________________________
 MC0215  X           -     609,542.743 (meters)                     COMP
 MC0215  Y           -  -4,779,220.254 (meters)                     COMP
 MC0215  Z           -   4,165,872.261 (meters)                     COMP
 MC0215  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 MC0215  ELLIP HEIGHT-         259.04  (meters)          (10/07/05) GPS OBS
 MC0215  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 MC0215  DYNAMIC HT  -         293.543 (meters)     963.07  (feet)  COMP
 MC0215  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 MC0215
 MC0215  HORZ ORDER  -  FIRST
 MC0215  VERT ORDER  -  FIRST     CLASS II
 MC0215  ELLP ORDER  -  FOURTH    CLASS II
 MC0215
 MC0215.This mark is at Willard Airport (8G1)
 MC0215
 MC0215.The horizontal coordinates were established by GPS observations
 MC0215.and adjusted by the National Geodetic Survey in July 1997..
 MC0215
 MC0215.The orthometric height was determined by differential leveling
 MC0215.and adjusted by the National Geodetic Survey in April 1995..
 MC0215
 MC0215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC0215
 MC0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0215
 MC0215.The ellipsoidal height was determined by GPS observations
 MC0215.and is referenced to NAD 83.
 MC0215
 MC0215.The geoid height was determined by GEOID03.
 MC0215
 MC0215.The dynamic height is computed by dividing the NAVD 88
 MC0215.geopotential number by the normal gravity value computed on the
 MC0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0215.degrees latitude (g = 980.6199 gals.).
 MC0215
 MC0215.The modeled gravity was interpolated from observed gravity values.
 MC0215
 MC0215;                    North         East     Units Scale Factor Converg.
 MC0215;SPC OH N     -   152,432.692   580,516.542   MT  0.99993926   -0 09 08.0
 MC0215;UTM  17      - 4,544,545.802   354,442.377   MT  0.99986077   -1 08 13.9
 MC0215
 MC0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0215!SPC OH N     -   0.99995937  x   0.99993926  =   0.99989863
 MC0215!UTM  17      -   0.99995937  x   0.99986077  =   0.99982014
 MC0215
 MC0215:                Primary Azimuth Mark                     Grid Az
 MC0215:SPC OH N     -  WILLARD MUNICIPAL TANK                   050 40 30.6
 MC0215:UTM  17      -  WILLARD MUNICIPAL TANK                   051 39 36.5
 MC0215
 MC0215|---------------------------------------------------------------------|
 MC0215| PID    Reference Object                     Distance      Geod. Az  |
 MC0215|                                                           dddmmss.s |
 MC0215| MC1182 WILLARD MUNICIPAL TANK              APPROX. 0.7 KM 0503122.6 |
 MC0215| MC1183 WILLARD RR DONNELLEY SONS TANK      APPROX. 1.5 KM 0742500.9 |
 MC0215| MC1561 HEISLER AZ MK                       451.502 METERS 0772504.2 |
 MC0215| CE6715 HEISLER RM 1                         25.471 METERS 09734     |
 MC0215| KZ1950 PLYMOUTH MUNICIPAL TANK             APPROX. 7.7 KM 1340906.1 |
 MC0215| KZ1943 PLYMOUTH FATE ROOT HEATH CO TK      APPROX. 7.4 KM 1345908.6 |
 MC0215| MC0216 HEISLER RM 2                         15.987 METERS 15003     |
 MC0215| MC0217 HEISLER RM 3                         17.049 METERS 21205     |
 MC0215| KZ1970 NEW WASHINGTON ST JOHNS SPIRE       APPROX.13.2 KM 2295040.9 |
 MC0215|---------------------------------------------------------------------|
 MC0215
 MC0215                          SUPERSEDED SURVEY CONTROL
 MC0215
 MC0215  ELLIP H (07/29/97)  259.06   (m)                       GP(       ) 4 2
 MC0215  NAD 83(1986)-  41 02 20.88585(N)    082 43 54.22537(W) AD(       ) 3
 MC0215  NAD 27      -  41 02 20.68568(N)    082 43 54.58193(W) AD(       ) 3
 MC0215  NAVD 88 (07/29/97)  293.68   (m)          963.5    (f) LEVELING    3  
 MC0215  NGVD 29 (01/19/93)  293.841  (m)          964.04   (f) ADJUSTED    1 2
 MC0215
 MC0215.Superseded values are not recommended for survey control.
 MC0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0215.See file dsdata.txt to determine how the superseded data were derived.
 MC0215
 MC0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF5444244546(NAD 83)
 MC0215_MARKER: DS = TRIANGULATION STATION DISK
 MC0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0215_SP_SET: CONCRETE POST
 MC0215_STAMPING: HEISLER 1959
 MC0215_MARK LOGO: CGS   
 MC0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0215+STABILITY: SURFACE MOTION
 MC0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0215+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1995
 MC0215
 MC0215  HISTORY     - Date     Condition        Report By
 MC0215  HISTORY     - 1959     MONUMENTED       CGS
 MC0215  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC0215  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MC0215  HISTORY     - 1971     GOOD             NGS
 MC0215  HISTORY     - 1986     GOOD             NGS
 MC0215  HISTORY     - 1987     GOOD             OHDT
 MC0215  HISTORY     - 19921023 GOOD             NGS
 MC0215  HISTORY     - 19951031 GOOD             NGS
 MC0215
 MC0215                          STATION DESCRIPTION
 MC0215
 MC0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC0215'THE STATION IS ABOUT 1-1/4 MILES SOUTH OF WILLARD, 1/4 MILE SOUTH OF
 MC0215'U.S. HIGHWAY 224, ALONG THE
 MC0215'EAST SIDE OF STATE HIGHWAY 298, ON THE WEST SIDE OF THE WILLARD
 MC0215'AIRPORT, NEAR THE WEST CENTER OF NEW
 MC0215'HAVEN TOWNSHIP, ON PROPERTY OWNED BY MR. KENNETH HEISLER.
 MC0215'
 MC0215'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
 MC0215'HIGHWAY 298 ABOUT 1.0 MILE
 MC0215'SOUTH OF WILLARD, GO SOUTH ON HIGHWAY 298 FOR 0.25 MILE TO THE MAIN
 MC0215'BUILDING ON THE AIRPORT AND THE STATION
 MC0215'ON THE LEFT.
 MC0215'
 MC0215'STATION MARKS ARE STANDARD DISKS STAMPED HEISLER 1959.  THE SURFACE
 MC0215'DISK IS SET IN A SQUARE
 MC0215'CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 54.5
 MC0215'FEET NORTHWEST OF THE NORTHEAST
 MC0215'CORNER OF THE MAIN BUILDING, 59.5 FEET NORTHEAST OF THE NORTHWEST
 MC0215'CORNER OF THE MAIN BUILDING AND 120 FEET EAST
 MC0215'OF THE CENTERLINE OF STATE HIGHWAY
 MC0215'298.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MC0215'CONCRETE 32 INCHES BELOW THE
 MC0215'SURFACE OF THE GROUND.
 MC0215'
 MC0215'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HEISLER NO 1 1959, IS
 MC0215'SET IN A SQUARE CONCRETE
 MC0215'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 67 FEET NORTHEAST
 MC0215'OF THE NORTHEAST CORNER OF THE MAIN
 MC0215'BUILDING, 86 FEET WEST OF THE CENTER OF A GRAVEL NORTH-SOUTH
 MC0215'RUNWAY AND 203 FEET EAST OF THE CENTERLINE OF
 MC0215'HIGHWAY 298.
 MC0215'
 MC0215'REFERENCE MARK NO. 2, A STANDARD 1.S. COAST AND GEODETIC SURVEY BENCH
 MC0215'MARK DISK STAMPED U 173
 MC0215'1954, IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MC0215'GROUND.  IT IS 67 FEET EAST OF THE
 MC0215'CENTERLINE OF HIGHWAY 298 AND 1.7 FEET WEST OF THE SOUTHWEST
 MC0215'CORNER OF THE MOST NORTHERLY HANGER ON THE
 MC0215'AIRPORT.  A WOODEN WITNESS POST WAS SET 1.5
 MC0215'FEET SOUTHEAST OF THE MARK.
 MC0215'
 MC0215'AZIMUTH MARK, A STANDARD DISK STAMPED HEISLER 1959, IS SET IN A
 MC0215'SQUARE CONCRETE POST WHICH
 MC0215'PROJECTS 4 INCHES.  IT IS 80 FEET NORTH OF THE CENTER OF A GRAVEL
 MC0215'EAST-WEST RUNWAY AND 6 FEET WEST OF
 MC0215'THE SOUTHWEST CORNER OF A FENCELINE.  A STANDARD METAL WITNESS
 MC0215'POST WAS SET 1.5 FEET SOUTHEAST OF THE MARK.
 MC0215'
 MC0215'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.1 MILE TO THE
 MC0215'NORTH SIDE OF THE AIRPORT.  TURN RIGHT AND GO EAST ON A GRAVEL
 MC0215'RUNWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AT THE MOUTH
 MC0215'EDGE OF THE RUNWAY.
 MC0215'
 MC0215'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MC0215'
 MC0215'A TRAVERSE CONNECTION WAS MADE BETWEEN STA AND BM U 173 1954.
 MC0215
 MC0215                          STATION RECOVERY (1971)
 MC0215
 MC0215'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (RS)
 MC0215'HEISLER 1959
 MC0215'GOOD - NO WITNESS POST
 MC0215'HEISLER NO 1-1959 DISC HAS BEEN
 MC0215'DESTROYED
 MC0215'U 173 1954 GOOD - NO WITNESS POST
 MC0215'AZI. HEISLER 1959 GOOD - HAS WITNESS
 MC0215'
 MC0215'TWO NEW REFERENCES SHOULD BE SET.  STATION CANNOT BE SEEN FROM REF.
 MC0215'NO 2.
 MC0215'
 MC0215'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.25 MILES S OF
 MC0215'WILLARD.
 MC0215
 MC0215                          STATION RECOVERY (1971)
 MC0215
 MC0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MC0215'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 MC0215'U 173 WAS FOUND IN
 MC0215'GOOD CONDITION BUT OBSTRUCTED TO THE STATION BY THE
 MC0215'CORNER OF A BUILDING.  REFERENCE MARK
 MC0215'1 WAS FOUND TO HAVE BEEN HIT AND
 MC0215'THE DISK GONE.  REFERENCE MARKS 2 AND 3 WERE SET.  THE
 MC0215'DIRECTION TO THE
 MC0215'AZIMUTH MARK CHECKED.  A NEW DESCRIPTION FOLLOWS-
 MC0215'
 MC0215'THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE WILLARD
 MC0215'AIRPORT, ON THE
 MC0215'PROPERTY OF MR. KENNETH HEISLER, ABOUT 1/4 MILE SOUTH
 MC0215'OF THE JUNCTION OF U.S. HIGHWAY
 MC0215'224 AND 103, 120 FEET
 MC0215'EAST OF THE CENTERLINE OF HIGHWAY 103, 54 FEET
 MC0215'NORTHWEST OF THE NORTHEAST
 MC0215'CORNER OF A LARGE CONCRETE BLOCK BUILDING (HEISTER TRUCK SALES),
 MC0215'AND 59 FEET
 MC0215'NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING.  THE
 MC0215'MONUMENT IS 2 INCHES
 MC0215'UNDERGROUND AND THE DISK IS STAMPED HEISTER 1959.
 MC0215'(NOTE 1A 7A)
 MC0215'
 MC0215'REFERENCE MARK 2 IS 2 FEET NORTH OF THE NORTHEAST CORNER OF
 MC0215'THE BUILDING AND
 MC0215'144 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE
 MC0215'MONUMENT IS FLUSH AND THE DISK IS
 MC0215'STAMPED HEISLER 1959 NO 2 1971.
 MC0215'
 MC0215'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HEISLER 1959 NO 3
 MC0215'1971 SET IN A
 MC0215'DRILL HOLE IN THE NORTHWEST CORNER OF CONCRETE STEP, 3
 MC0215'FEET NORTHEAST OF THE NORTHWEST
 MC0215'CORNER OF THE BUILDING, 2 FEET NORTH
 MC0215'OF THE NORTH WALL OF THE BUILDING AND 88 FEET EAST
 MC0215'OF THE CENTERLINE OF
 MC0215'THE HIGHWAY.
 MC0215'
 MC0215'THE AZIMUTH MARK IS 140 FEET NORTH OF THE LIVE RUNWAY, 7 FEET
 MC0215'WEST OF A
 MC0215'NORTH-SOUTH FENCE CORNER AND 2 FEET WEST OF A METAL WITNESS
 MC0215'POST.  THE MONUMENT PROJECTS
 MC0215'4 INCHES AND THE DISK IS STAMPED HEISLER
 MC0215'1959.
 MC0215'
 MC0215'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 MC0215'HIGHWAY FOR 0.1
 MC0215'MILE TO THE NORTH SIDE OF THE AIRPORT.  TURN RIGHT AND
 MC0215'GO EAST ON RUNWAY FOR 0.25 MILE TO
 MC0215'THE AZIMUTH MARK ON THE LEFT AT
 MC0215'THE NORTH EDGE OF RUNWAY.
 MC0215'
 MC0215'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT SOUTHWEST EDGE
 MC0215'OF WILLARD
 MC0215'
 MC0215'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MC0215
 MC0215                          STATION RECOVERY (1971)
 MC0215
 MC0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MC0215'AT WILLARD.
 MC0215'AT THE SOUTH EDGE OF WILLARD, 0.25 MILE SOUTH OF THE JUNCTION OF
 MC0215'U.S. HIGHWAY 224 AND STATE HIGHWAY 103, AT THE SOUTHWEST EDGE
 MC0215'OF THE WILLARD AIRPORT, 120 FEET EAST OF THE CENTERLINE OF
 MC0215'HIGHWAY 103, 54 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 MC0215'LARGE CONCRETE BLOCK BUILDING (HEISLER TRUCK SALES), AND 59
 MC0215'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING, SET IN
 MC0215'THE TOP OF A ROUND CONCRETE POST 2 INCHES UNDERGROUND.
 MC0215
 MC0215                          STATION RECOVERY (1986)
 MC0215
 MC0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MC0215'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF PLYMOUTH AND 1.O
 MC0215'MILE SOUTH OF WILLARD, 26 METERS SOUTH OF EAST/WEST RUNWAY AT THE
 MC0215'WILLARD AIRPORT AT THE NORTH END OF THE PARKING AREA FOR HEISLER INC.
 MC0215'TRUCK SALES.  OWNERSHIP KENNETH HEISLER, 3810 STATE ROUTE 103
 MC0215'WILLARD OHIO PHONE 419 522 9811
 MC0215'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE HIGHWAY 103
 MC0215'ON THE SOUTHWEST EDGE OF WILLARD.  GO SOUTH ON STATE HIGHWAY 103 FOR
 MC0215'0.25 MILES TO THE STATION ON THE LEFT.
 MC0215'THE STATION IS A STANDARD CGS STATION DISKS STAMPED --HEISLER 1959---.
 MC0215'THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST 25 CM
 MC0215'BELOW GROUND.  IT IS 36.6 METERS EAST OF THE HIGHWAY CENTER LINE, 18.0
 MC0215'METERS NORTHEAST FROM THE NORTHWEST CORNER OF BLOCK BUILDING, 14.6
 MC0215'METERS NORTH FROM THE CENTER OF BUILDING AT METAL WITNESS POST, 16.5
 MC0215'METERS NORTHWEST OF THE NORTHEAST CORNER OF BUILDING.
 MC0215'TYPED BY JAMES MALONEY 9/06/87  DESCRIBED BY BL LAMBERT.
 MC0215
 MC0215                          STATION RECOVERY (1987)
 MC0215
 MC0215'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0215'RECOVERED IN GOOD CONDITION.
 MC0215
 MC0215                          STATION RECOVERY (1992)
 MC0215
 MC0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0215'0.4 KM (0.25 MI)  SOUTHERLY ALONG STATE HIGHWAY 103 FROM THE JUNCTION
 MC0215'OF U.S. HIGHWAY 224 IN WILLARD, 36.6 M (120.1 FT)  EAST OF AND LEVEL
 MC0215'WITH THE HIGHWAY CENTERLINE, 17.0 M (55.8 FT)  NORTHEAST OF REFERENCE
 MC0215'MARK 3, 16.0 M (52.5 FT)  NORTHWEST OF REFERENCE MARK 2, 14.6 M
 MC0215'(47.9 FT)  NORTH OF A WITNESS POST AND THE NORTH FACE OF A BUILDING,
 MC0215'AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)  BELOW THE GROUND
 MC0215'SURFACE.
 MC0215
 MC0215                          STATION RECOVERY (1995)
 MC0215
 MC0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 MC0215'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) NORTHWEST OF PLYMOUTH,
 MC0215'OH., AND 1.5 KM (0.95 MI) SOUTH OF WILLARD, OH., JUST SOUTH OF THE
 MC0215'AIRPORT ENTRANCE, SOUTH OF THE WEST END OF THE RUNWAY, IN THE NORTH
 MC0215'EDGE OF THE GRAVEL DRIVE OF HEISLER INC.  TRUCK SALES.
 MC0215'OWNERSHIP--KENNETH HIESLER, 3810 STATE ROUTE 103, WILLARD, OH.  PHONE
 MC0215'419-522-9811.  NOTE--THIS STATION WAS SELECTED AS A (SACS) .
 MC0215'NOTE--PROBABLY COVERED WITH GRAVEL.  TO REACH THE STATION FROM THE
 MC0215'JUNCTION OF U.S.  HIGHWAY 224 AND STATE HIGHWAY 103 NEAR THE SOUTHWEST
 MC0215'EDGE OF WILLARD, GO SOUTH, 0.40 KM (0.25 MI) ALONG HIGHWAY 103 PAST
 MC0215'THE WEST END OF THE RUNWAY TO THE GRAVEL DRIVE AND THE STATION ON THE
 MC0215'LEFT.  STATION IS 36.6 M (120.1 FT) EAST OF THE HIGHWAY CENTERLINE,
 MC0215'18.0 M (59.1 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE BLOCK
 MC0215'BUILDING, 16.5 M (54.1 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE
 MC0215'BUILDING, 14.7 M (48.2 FT) NORTH OF THE BUILDINGS NORTH FACE AND METAL
 MC0215'WITNESS POST, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE ROAD LEVEL
 MC0215'AND 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0216 ***********************************************************************
 MC0216  DESIGNATION -  HEISLER RM 2
 MC0216  PID         -  MC0216
 MC0216  STATE/COUNTY-  OH/HURON
 MC0216  USGS QUAD   -  WILLARD (1972)
 MC0216
 MC0216                         *CURRENT SURVEY CONTROL
 MC0216  ___________________________________________________________________
 MC0216* NAD 83(1986)-  41 02 20.     (N)    082 43 54.     (W)     SCALED    
 MC0216* NAVD 88     -       293.589  (meters)     963.22   (feet)  ADJUSTED  
 MC0216  ___________________________________________________________________
 MC0216  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 MC0216  DYNAMIC HT  -         293.453 (meters)     962.77  (feet)  COMP
 MC0216  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 MC0216
 MC0216  VERT ORDER  -  FIRST     CLASS II
 MC0216
 MC0216.This mark is at Willard Airport (8G1)
 MC0216
 MC0216.The horizontal coordinates were scaled from a topographic map and have
 MC0216.an estimated accuracy of +/- 6 seconds.
 MC0216
 MC0216.The orthometric height was determined by differential leveling
 MC0216.and adjusted by the National Geodetic Survey in April 1995..
 MC0216
 MC0216.The geoid height was determined by GEOID03.
 MC0216
 MC0216.The dynamic height is computed by dividing the NAVD 88
 MC0216.geopotential number by the normal gravity value computed on the
 MC0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0216.degrees latitude (g = 980.6199 gals.).
 MC0216
 MC0216.The modeled gravity was interpolated from observed gravity values.
 MC0216
 MC0216;                    North         East    Units  Estimated Accuracy
 MC0216;SPC OH N     -   152,410.      580,520.      MT  (+/- 180 meters Scaled)
 MC0216
 MC0216                          SUPERSEDED SURVEY CONTROL
 MC0216
 MC0216  NGVD 29 (01/19/93)  293.751  (m)          963.75   (f) ADJUSTED    1 2
 MC0216
 MC0216.Superseded values are not recommended for survey control.
 MC0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0216.See file dsdata.txt to determine how the superseded data were derived.
 MC0216
 MC0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF544445(NAD 83)
 MC0216_MARKER: DR = REFERENCE MARK DISK
 MC0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0216_SP_SET: CONCRETE POST
 MC0216_STAMPING: HEISLER 1959 NO 2 1971
 MC0216_MARK LOGO: CGS   
 MC0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0216+STABILITY: SURFACE MOTION
 MC0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0216+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0216
 MC0216  HISTORY     - Date     Condition        Report By
 MC0216  HISTORY     - 1971     MONUMENTED       NGS
 MC0216  HISTORY     - 1987     GOOD             OHDT
 MC0216  HISTORY     - 19921023 GOOD             NGS
 MC0216
 MC0216                          STATION DESCRIPTION
 MC0216
 MC0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MC0216'AT WILLARD.
 MC0216'AT THE SOUTH EDGE OF WILLARD, 0.25 MILE SOUTH OF THE JUNCTION
 MC0216'OF U.S. HIGHWAY 224 AND STATE HIGHWAY 130, AT THE SOUTHWEST
 MC0216'CORNER OF THE WILLARD AIRPORT, 2 FEET NORTH OF THE NORTHEAST
 MC0216'CORNER OF A LARGE CONCRETE BLOCK BUILDING (HEISLER TRUCK SALES)
 MC0216'AND 144 FEET EAST OF THE CENTERLINE OF HIGHWAY 103.  SET IN THE TOP
 MC0216'OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 MC0216
 MC0216                          STATION RECOVERY (1987)
 MC0216
 MC0216'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0216'RECOVERED IN GOOD CONDITION.
 MC0216
 MC0216                          STATION RECOVERY (1992)
 MC0216
 MC0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0216'0.4 KM (0.25 MI)  SOUTHERLY ALONG STATE HIGHWAY 103 FROM THE JUNCTION
 MC0216'OF U.S. HIGHWAY 224 IN WILLARD, 44.0 M (144.4 FT)  EAST OF AND LEVEL
 MC0216'WITH THE HIGHWAY CENTERLINE, 7.7 M (25.3 FT)  EAST OF A WITNESS POST,
 MC0216'0.5 M (1.6 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CARWOOD
 MC0216'CONTAINER CORPORATION, AND THE MONUMENT IS FLUSH WITH THE GROUND
 MC0216'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0217 ***********************************************************************
 MC0217  DESIGNATION -  HEISLER RM 3
 MC0217  PID         -  MC0217
 MC0217  STATE/COUNTY-  OH/HURON
 MC0217  USGS QUAD   -  WILLARD (1972)
 MC0217
 MC0217                         *CURRENT SURVEY CONTROL
 MC0217  ___________________________________________________________________
 MC0217* NAD 83(1986)-  41 02 20.     (N)    082 43 54.     (W)     SCALED    
 MC0217* NAVD 88     -       293.796  (meters)     963.90   (feet)  ADJUSTED  
 MC0217  ___________________________________________________________________
 MC0217  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 MC0217  DYNAMIC HT  -         293.660 (meters)     963.45  (feet)  COMP
 MC0217  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 MC0217
 MC0217  VERT ORDER  -  FIRST     CLASS II
 MC0217
 MC0217.This mark is at Willard Airport (8G1)
 MC0217
 MC0217.The horizontal coordinates were scaled from a topographic map and have
 MC0217.an estimated accuracy of +/- 6 seconds.
 MC0217
 MC0217.The orthometric height was determined by differential leveling
 MC0217.and adjusted by the National Geodetic Survey in April 1995..
 MC0217
 MC0217.The geoid height was determined by GEOID03.
 MC0217
 MC0217.The dynamic height is computed by dividing the NAVD 88
 MC0217.geopotential number by the normal gravity value computed on the
 MC0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0217.degrees latitude (g = 980.6199 gals.).
 MC0217
 MC0217.The modeled gravity was interpolated from observed gravity values.
 MC0217
 MC0217;                    North         East    Units  Estimated Accuracy
 MC0217;SPC OH N     -   152,410.      580,520.      MT  (+/- 180 meters Scaled)
 MC0217
 MC0217                          SUPERSEDED SURVEY CONTROL
 MC0217
 MC0217  NGVD 29 (01/19/93)  293.959  (m)          964.43   (f) ADJUSTED    1 2
 MC0217
 MC0217.Superseded values are not recommended for survey control.
 MC0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0217.See file dsdata.txt to determine how the superseded data were derived.
 MC0217
 MC0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF544445(NAD 83)
 MC0217_MARKER: DR = REFERENCE MARK DISK
 MC0217_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MC0217_SP_SET: STEP
 MC0217_STAMPING: HEISLER 1959 NO 3 1971
 MC0217_MARK LOGO: CGS   
 MC0217_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0217+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0217
 MC0217  HISTORY     - Date     Condition        Report By
 MC0217  HISTORY     - 1971     MONUMENTED       NGS
 MC0217  HISTORY     - 1987     GOOD             OHDT
 MC0217  HISTORY     - 19921023 GOOD             NGS
 MC0217
 MC0217                          STATION DESCRIPTION
 MC0217
 MC0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MC0217'AT WILLARD.
 MC0217'AT THE SOUTH EDGE OF WILLARD, 0.25 MILE SOUTH OF THE JUNCTION OF
 MC0217'U.S. HIGHWAY 224 AND STATE HIGHWAY 103, AT THE SOUTHWEST CORNER
 MC0217'OF THE WILLARD AIRPORT, 3 FEET NORTHEAST OF THE NORTHWEST CORNER
 MC0217'OF A LARGE CONCRETE BLOCK BUILDING (HEISLER TRUCK SALES), 2 FEET
 MC0217'NORTH OF THE NORTH WALL OF THE BUILDING, 88 FEET EAST OF THE
 MC0217'CENTERLINE OF HIGHWAY 103, SET IN A DRILL HOLE IN THE TOP AND
 MC0217'NORTHWEST CORNER OF A CONCRETE STEP.
 MC0217
 MC0217                          STATION RECOVERY (1987)
 MC0217
 MC0217'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0217'RECOVERED IN GOOD CONDITION.
 MC0217
 MC0217                          STATION RECOVERY (1992)
 MC0217
 MC0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0217'0.4 KM (0.25 MI)  SOUTHERLY ALONG STATE HIGHWAY 103 FROM THE JUNCTION
 MC0217'OF U.S. HIGHWAY 224 IN WILLARD, NEAR THE NORTHWEST CORNER OF A
 MC0217'CONCRETE STEP AT THE NORTHWEST CORNER OF THE CARWOOD CONTAINER
 MC0217'CORPORATION, 26.9 M (88.3 FT)  EAST OF AND LEVEL WITH THE HIGHWAY
 MC0217'CENTERLINE, 9.4 M (30.8 FT)  WEST OF A WITNESS POST, AND 0.6 M
 MC0217'(2.0 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1751 ***********************************************************************
 MC1751  DESIGNATION -  HELLER
 MC1751  PID         -  MC1751
 MC1751  STATE/COUNTY-  OH/LUCAS
 MC1751  USGS QUAD   -  GRAND RAPIDS (1977)
 MC1751
 MC1751                         *CURRENT SURVEY CONTROL
 MC1751  ___________________________________________________________________
 MC1751* NAD 83(1995)-  41 29 44.28345(N)    083 48 26.74086(W)     ADJUSTED  
 MC1751* NAVD 88     -       199.4    (meters)     654.     (feet)  GPS OBS   
 MC1751  ___________________________________________________________________
 MC1751  X           -     516,097.872 (meters)                     COMP
 MC1751  Y           -  -4,756,504.907 (meters)                     COMP
 MC1751  Z           -   4,203,917.793 (meters)                     COMP
 MC1751  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 MC1751  ELLIP HEIGHT-         164.05  (meters)          (10/07/05) GPS OBS
 MC1751  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 MC1751
 MC1751  HORZ ORDER  -  FIRST
 MC1751  ELLP ORDER  -  FOURTH    CLASS I
 MC1751
 MC1751.The horizontal coordinates were established by GPS observations
 MC1751.and adjusted by the National Geodetic Survey in April 1998..
 MC1751
 MC1751.The orthometric height was determined by GPS observations and a
 MC1751.high-resolution geoid model.
 MC1751
 MC1751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1751
 MC1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1751
 MC1751.The ellipsoidal height was determined by GPS observations
 MC1751.and is referenced to NAD 83.
 MC1751
 MC1751.The geoid height was determined by GEOID03.
 MC1751
 MC1751;                    North         East     Units Scale Factor Converg.
 MC1751;SPC OH N     -   203,920.937   490,835.132   MT  0.99996699   -0 51 32.1
 MC1751;UTM  17      - 4,597,585.126   265,656.935   MT  1.00027588   -1 51 39.4
 MC1751
 MC1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1751!SPC OH N     -   0.99997427  x   0.99996699  =   0.99994126
 MC1751!UTM  17      -   0.99997427  x   1.00027588  =   1.00025014
 MC1751
 MC1751                          SUPERSEDED SURVEY CONTROL
 MC1751
 MC1751  ELLIP H (04/01/98)  164.12   (m)                       GP(       ) 4 1
 MC1751  NAD 83(1995)-  41 29 44.28336(N)    083 48 26.74073(W) AD(       ) 1
 MC1751  NAD 83(1986)-  41 29 44.29328(N)    083 48 26.75365(W) AD(       ) 1
 MC1751
 MC1751.Superseded values are not recommended for survey control.
 MC1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1751.See file dsdata.txt to determine how the superseded data were derived.
 MC1751
 MC1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6565797585(NAD 83)
 MC1751_MARKER: I = METAL ROD
 MC1751_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1751_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1751_STAMPING: HELLER 1993
 MC1751_MARK LOGO: OH-095
 MC1751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1751+STABILITY: SURFACE MOTION
 MC1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1751+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 MC1751
 MC1751  HISTORY     - Date     Condition        Report By
 MC1751  HISTORY     - 1993     MONUMENTED       OH-095
 MC1751  HISTORY     - 19930923 GOOD             OH-095
 MC1751
 MC1751                          STATION DESCRIPTION
 MC1751
 MC1751'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1751'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 1.5 MILES SOUTH OF
 MC1751'THE VILLAGE OF WHITEHOUSE.
 MC1751'TO REACH THE STATION FROM THE INTERSECTION OF PROVIDENCE STREET,
 MC1751'WATERVILLE STREET AND WATERVILLE-SWANTON ROAD (STATE ROUTE 64)
 MC1751'PROCEED SOUTH ALONG PROVIDENCE STREET 0.75 MILES TO ITS INTERSECTION
 MC1751'WITH STILES ROAD. TURN RIGHT AND PROCEED WEST ALONG STILES ROAD 0.25
 MC1751'MILES TO ITS INTERSECTION WITH HELLER ROAD.  TURN LEFT AND PROCEED
 MC1751'SOUTH ALONG HELLER ROAD 0.75 MILES TO ITS INTERSECTION WITH
 MC1751'NEAPOLIS-WATERVILLE ROAD AND THE STATION IN THE INTERSECTION.
 MC1751'THE STATION IS A 0.25 INCH IRON ROD IMBEDDED IN A 6 INCH SQUARE
 MC1751'CONCRETE MONUMENT 1.15 FEET BELOW THE ROAD SURFACE IN A STEEL
 MC1751'MONUMENT BOX.  THE MONUMENT BOX FLANGE IS STAMPED --HELLER 1993--.
 MC1751'THE STATION IS AN EXISTING LUCAS COUNTY MARK, DATE OF INSTALLATION AND
 MC1751'PARTY CHIEF ARE UNKNOWN.
 MC1751'THE STATION IS 38.8 FEET SOUTHEAST FROM A NAIL AND SHINER IN THE
 MC1751'SOUTHEAST FACE OF A POWER POLE, 49.6 FEET SOUTHWEST FROM THE
 MC1751'SOUTHWEST CORNER OF AN 8 FOOT BY 8 FOOT CONCRETE SLAB ON TOP OF A
 MC1751'BLOCK, AND 58.7 FEET SOUTHWEST FROM THE NORTHWEST CORNER OF A
 MC1751'CONCRETE CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1321 ***********************************************************************
 JY1321  DESIGNATION -  HEMLOCK
 JY1321  PID         -  JY1321
 JY1321  STATE/COUNTY-  OH/PERRY
 JY1321  USGS QUAD   -  NEW STRAITSVILLE (1995)
 JY1321
 JY1321                         *CURRENT SURVEY CONTROL
 JY1321  ___________________________________________________________________
 JY1321* NAD 83(1995)-  39 34 40.00899(N)    082 10 09.43658(W)     ADJUSTED  
 JY1321* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 JY1321  ___________________________________________________________________
 JY1321  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 JY1321  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JY1321
 JY1321  HORZ ORDER  -  FIRST
 JY1321
 JY1321.The horizontal coordinates were established by classical geodetic methods
 JY1321.and adjusted by the National Geodetic Survey in April 1998..
 JY1321
 JY1321.The orthometric height was scaled from a topographic map.
 JY1321
 JY1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1321
 JY1321.The geoid height was determined by GEOID03.
 JY1321
 JY1321;                    North         East     Units Scale Factor Converg.
 JY1321;SPC OH S     -   175,207.373   628,412.221   MT  0.99994159   +0 12 35.4
 JY1321;UTM  17      - 4,381,549.592   399,576.595   MT  0.99972416   -0 44 42.2
 JY1321
 JY1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1321!SPC OH S     -   0.99995549  x   0.99994159  =   0.99989708
 JY1321!UTM  17      -   0.99995549  x   0.99972416  =   0.99967966
 JY1321
 JY1321|---------------------------------------------------------------------|
 JY1321| PID    Reference Object                     Distance      Geod. Az  |
 JY1321|                                                           dddmmss.s |
 JY1321| CE6716 HEMLOCK RM 1                         29.161 METERS 23353     |
 JY1321| JY1323 SHAWNEE LOOKOUT TOWER               APPROX. 5.9 KM 2365313.7 |
 JY1321| CE6717 HEMLOCK RM 2                         24.610 METERS 34719     |
 JY1321| JY1329 PIKE                                APPROX.12.9 KM 3554020.8 |
 JY1321|---------------------------------------------------------------------|
 JY1321
 JY1321                          SUPERSEDED SURVEY CONTROL
 JY1321
 JY1321  NAD 83(1986)-  39 34 40.01141(N)    082 10 09.44415(W) AD(       ) 1
 JY1321  NAD 27      -  39 34 39.75930(N)    082 10 09.91170(W) AD(       ) 1
 JY1321
 JY1321.Superseded values are not recommended for survey control.
 JY1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1321.See file dsdata.txt to determine how the superseded data were derived.
 JY1321
 JY1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9957781550(NAD 83)
 JY1321_MARKER: DS = TRIANGULATION STATION DISK
 JY1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1321
 JY1321  HISTORY     - Date     Condition        Report By
 JY1321  HISTORY     - 1959     MONUMENTED       CGS
 JY1321
 JY1321                          STATION DESCRIPTION
 JY1321
 JY1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JY1321'THE STATION IS ABOUT 3.75 MILES EAST OF NEW STRAITSVILLE, 1.75 MILES
 JY1321'SOUTHWEST OF HEMLOCK, IN THE SOUTHEAST 1/4 OF SECTION 26, T 14
 JY1321'N, R 15W, ON PROPERTY OWNED BY THE KACHERMACKER ESTATE.
 JY1321'
 JY1321'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 155 AND 75
 JY1321'IN SHAWNEE, GO EASTERLY ON HIGHWAY 155 FOR 3.55 MILES TO A SIDE
 JY1321'ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.1 MILE TO A SIDE ROAD ON THE
 JY1321'LEFT AT THE HEMLOCK POST OFFICE.  TURN LEFT AND GO 0.05 MILE TO A
 JY1321'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.15 MILE TO A SIDE ROAD
 JY1321'ON THE RIGHT.  TURN RIGHT AND GO SOUTH 0.4 MILE TO A SIDE ROAD ON
 JY1321'THE RIGHT.  TURN RIGHT AND GO 0.9 MILE TO A FORK IN THE ROAD.  BEAR
 JY1321'RIGHT AND CONTINUE SOUTHWESTERLY 0.4 MILE TO TWO TRIPLE NOTCHED
 JY1321'TREES ABOUT 50 FEET BEFORE REACHING A FORK IN THE ROAD.  TURN
 JY1321'RIGHT BETWEEN THE TRIPLE NOTCHED TREES AND SELECT WAY TO THE CREST OF
 JY1321'THE RIDGE, THEN NORTH ABOUT 100 YARDS TO THE HIGHEST POINT AND THE
 JY1321'STATION.
 JY1321'
 JY1321'STATION MARKS ARE STANDARD DISKS STAMPED HEMLOCK 1959.  THE SURFACE
 JY1321'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 JY1321'INCHES.  IT IS 27.5 FEET SOUTH OF A TRIANGLE BLAZE ON A 10-INCH
 JY1321'DECIDUOUS TREE, 28 FEET WEST OF THE EAST SLOPE OF THE RIDGE,
 JY1321'39.5 FEET SOUTHEAST OF A TRIANGLE BLAZE ON AN 8-INCH DECIDUOUS TREE
 JY1321'AND 37 FEET NORTHWEST OF A TRIANGLE BLAZE ON A DECIDUOUS TREE.
 JY1321'A STANDARD METAL WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.  THE
 JY1321'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES
 JY1321'BELOW THE SURFACE OF THE GROUND.
 JY1321'
 JY1321'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HEMLOCK NO 1 1959, IS
 JY1321'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 JY1321'5.6 FEET NORTHWEST OF A TRIANGLE BLAZE ON A 6-INCH DECIDUOUS TREE AND
 JY1321'27 FEET SOUTHEAST OF A TRIANGLE BLAZE ON A 6-INCH
 JY1321'DECIDUOUS TREE.
 JY1321'
 JY1321'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HEMLOCK NO 2 1959, IS
 JY1321'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 JY1321'65 FEET NORTHWEST OF THE TRIANGLE BLAZE ON THE 10-INCH DECIDUOUS TREE
 JY1321'AND 14 FEET EAST OF THE WEST SLOPE OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3254 ***********************************************************************
 AE3254  DESIGNATION -  HENDERSON
 AE3254  PID         -  AE3254
 AE3254  STATE/COUNTY-  OH/MONTGOMERY
 AE3254  USGS QUAD   -  TIPP CITY (1992)
 AE3254
 AE3254                         *CURRENT SURVEY CONTROL
 AE3254  ___________________________________________________________________
 AE3254* NAD 83(1995)-  39 53 23.59272(N)    084 12 30.83435(W)     ADJUSTED  
 AE3254* NAVD 88     -       305.3    (meters)    1002.     (feet)  GPS OBS   
 AE3254  ___________________________________________________________________
 AE3254  X           -     494,524.428 (meters)                     COMP
 AE3254  Y           -  -4,875,751.819 (meters)                     COMP
 AE3254  Z           -   4,068,786.699 (meters)                     COMP
 AE3254  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AE3254  ELLIP HEIGHT-         272.14  (meters)          (10/07/05) GPS OBS
 AE3254  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AE3254
 AE3254  HORZ ORDER  -  FIRST
 AE3254  ELLP ORDER  -  FOURTH    CLASS I
 AE3254
 AE3254.The horizontal coordinates were established by GPS observations
 AE3254.and adjusted by the National Geodetic Survey in September 1997..
 AE3254
 AE3254.The orthometric height was determined by GPS observations and a
 AE3254.high-resolution geoid model.
 AE3254
 AE3254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3254
 AE3254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3254
 AE3254.The ellipsoidal height was determined by GPS observations
 AE3254.and is referenced to NAD 83.
 AE3254
 AE3254.The geoid height was determined by GEOID03.
 AE3254
 AE3254;                    North         East     Units Scale Factor Converg.
 AE3254;SPC OH S     -   211,189.320   453,877.359   MT  0.99997477   -1 05 02.8
 AE3254;UTM  16      - 4,419,266.136   738,675.280   MT  1.00030136   +1 47 27.7
 AE3254
 AE3254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3254!SPC OH S     -   0.99995731  x   0.99997477  =   0.99993208
 AE3254!UTM  16      -   0.99995731  x   1.00030136  =   1.00025866
 AE3254
 AE3254|---------------------------------------------------------------------|
 AE3254| PID    Reference Object                     Distance      Geod. Az  |
 AE3254|                                                           dddmmss.s |
 AE3254| AE3267 HENDERSON AZ MK                     322.267 METERS 26859     |
 AE3254|---------------------------------------------------------------------|
 AE3254
 AE3254                          SUPERSEDED SURVEY CONTROL
 AE3254
 AE3254  ELLIP H (09/11/97)  272.24   (m)                       GP(       ) 4 1
 AE3254
 AE3254.Superseded values are not recommended for survey control.
 AE3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3254.See file dsdata.txt to determine how the superseded data were derived.
 AE3254
 AE3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3867519266(NAD 83)
 AE3254_MARKER: DD = SURVEY DISK
 AE3254_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3254_STAMPING: HENDERSON
 AE3254_MARK LOGO: CODDOP
 AE3254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3254+STABILITY: SURFACE MOTION
 AE3254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3254+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AE3254
 AE3254  HISTORY     - Date     Condition        Report By
 AE3254  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3254  HISTORY     - 20051014 GOOD             INDIV
 AE3254
 AE3254                          STATION DESCRIPTION
 AE3254
 AE3254'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3254'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM INTERSECTION OF I-75
 AE3254'AND RT 40 IN MONTGOMERY COUNTY GO WEST ALONG RT 40 FOR 1.1 MI (1.8 KM)
 AE3254'TO HELKE RD AND STATION ON THE LEFT. STATION IS A BRONZE DISK IN
 AE3254'CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED
 AE3254'HENDERSON, AND IS FLUSH WITH THE SURFACE OF THE GROUND.  STATION IS
 AE3254'LOCATED IN THE SOUTHWEST CORNER OF THE CORNER OF THE INTERSECTION,
 AE3254'60.9 FT (18.6 M) SOUTH FROM THE CENTERLINE OF RT 40, 30.7 FT (9.4 M)
 AE3254'WEST FROM THE CENTERLINE OF HELKE RD, 8.3 FT (2.5 M) SOUTHWEST OF
 AE3254'LIGHT POLE/STREET SIGN, AND 27.8 FT (8.5 M) NORTHWEST OF FIRE HYDRANT.
 AE3254
 AE3254                          STATION RECOVERY (2005)
 AE3254
 AE3254'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AE3254'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AE3254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3267 ***********************************************************************
 AE3267  DESIGNATION -  HENDERSON AZ MK
 AE3267  PID         -  AE3267
 AE3267  STATE/COUNTY-  OH/MONTGOMERY
 AE3267  USGS QUAD   -  TIPP CITY (1992)
 AE3267
 AE3267                         *CURRENT SURVEY CONTROL
 AE3267  ___________________________________________________________________
 AE3267* NAD 83(1995)-  39 53 23.40770(N)    084 12 44.39646(W)     ADJUSTED  
 AE3267* NAVD 88     -       305.2    (meters)    1001.     (feet)  GPS OBS   
 AE3267  ___________________________________________________________________
 AE3267  X           -     494,204.207 (meters)                     COMP
 AE3267  Y           -  -4,875,787.927 (meters)                     COMP
 AE3267  Z           -   4,068,782.288 (meters)                     COMP
 AE3267  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AE3267  ELLIP HEIGHT-         272.09  (meters)          (10/07/05) GPS OBS
 AE3267  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AE3267
 AE3267  HORZ ORDER  -  FIRST
 AE3267  ELLP ORDER  -  FOURTH    CLASS I
 AE3267
 AE3267.The horizontal coordinates were established by GPS observations
 AE3267.and adjusted by the National Geodetic Survey in September 1997..
 AE3267
 AE3267.The orthometric height was determined by GPS observations and a
 AE3267.high-resolution geoid model.
 AE3267
 AE3267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3267
 AE3267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3267
 AE3267.The ellipsoidal height was determined by GPS observations
 AE3267.and is referenced to NAD 83.
 AE3267
 AE3267.The geoid height was determined by GEOID03.
 AE3267
 AE3267;                    North         East     Units Scale Factor Converg.
 AE3267;SPC OH S     -   211,189.718   453,555.100   MT  0.99997476   -1 05 11.4
 AE3267;UTM  16      - 4,419,250.364   738,353.302   MT  1.00029947   +1 47 19.0
 AE3267
 AE3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3267!SPC OH S     -   0.99995732  x   0.99997476  =   0.99993208
 AE3267!UTM  16      -   0.99995732  x   1.00029947  =   1.00025677
 AE3267
 AE3267|---------------------------------------------------------------------|
 AE3267| PID    Reference Object                     Distance      Geod. Az  |
 AE3267|                                                           dddmmss.s |
 AE3267| AE3254 HENDERSON                           322.267 METERS 08859     |
 AE3267|---------------------------------------------------------------------|
 AE3267
 AE3267                          SUPERSEDED SURVEY CONTROL
 AE3267
 AE3267  ELLIP H (09/11/97)  272.19   (m)                       GP(       ) 4 1
 AE3267
 AE3267.Superseded values are not recommended for survey control.
 AE3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3267.See file dsdata.txt to determine how the superseded data were derived.
 AE3267
 AE3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3835319250(NAD 83)
 AE3267_MARKER: DD = SURVEY DISK
 AE3267_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3267_STAMPING: HENDERSON AZ
 AE3267_MARK LOGO: CODDOP
 AE3267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3267+STABILITY: SURFACE MOTION
 AE3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3267+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AE3267
 AE3267  HISTORY     - Date     Condition        Report By
 AE3267  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3267  HISTORY     - 20051014 GOOD             INDIV
 AE3267
 AE3267                          STATION DESCRIPTION
 AE3267
 AE3267'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3267'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3267'I-75 AND RT 40 IN MONTGOMERY COUNTY GO WEST ALONG RT 40 FOR 1.3 MI
 AE3267'(2.1 KM) TO DELLSING RD ON THE LEFT AND STATION ON THE RIGHT. STATION
 AE3267'IS A BRONZE DISK IN CONCRETE INSCRIBED CITY OF DAYTON DEPARTMENT OF
 AE3267'PLANNING, STAMPED HENDERSON AZ, AND IS FLUSH WITH THE SURFACE OF THE
 AE3267'GROUND. STATION IS LOCATED 19.8 FT (6.0 M) NORTH FROM RT 40 EDGE OF
 AE3267'PAVEMENT, 62.2 FT (19.0 M) WEST FROM THE CENTERLINE OF AN ASPALT DRIVE
 AE3267'ENTRANCE TO THE AIRFIELD, AND 4.0 FT (1.2 M) SOUTH OF A CHAIN-LINK
 AE3267'FENCE.
 AE3267
 AE3267                          STATION RECOVERY (2005)
 AE3267
 AE3267'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AE3267'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 AE3267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3032 ***********************************************************************
 JZ3032  DESIGNATION -  HENNIG
 JZ3032  PID         -  JZ3032
 JZ3032  STATE/COUNTY-  OH/MONTGOMERY
 JZ3032  USGS QUAD   -  TROTWOOD (1992)
 JZ3032
 JZ3032                         *CURRENT SURVEY CONTROL
 JZ3032  ___________________________________________________________________
 JZ3032* NAD 83(1995)-  39 49 41.98973(N)    084 17 35.19417(W)     ADJUSTED  
 JZ3032* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 JZ3032  ___________________________________________________________________
 JZ3032  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 JZ3032  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JZ3032
 JZ3032  HORZ ORDER  -  FIRST
 JZ3032
 JZ3032.The horizontal coordinates were established by classical geodetic methods
 JZ3032.and adjusted by the National Geodetic Survey in April 1998..
 JZ3032
 JZ3032.The orthometric height was scaled from a topographic map.
 JZ3032
 JZ3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3032
 JZ3032.The geoid height was determined by GEOID03.
 JZ3032
 JZ3032;                    North         East     Units Scale Factor Converg.
 JZ3032;SPC OH S     -   204,496.344   446,512.037   MT  0.99996587   -1 08 15.9
 JZ3032;UTM  16      - 4,412,210.129   731,652.587   MT  1.00026070   +1 44 04.2
 JZ3032
 JZ3032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3032!SPC OH S     -   0.99996208  x   0.99996587  =   0.99992795
 JZ3032!UTM  16      -   0.99996208  x   1.00026070  =   1.00022277
 JZ3032
 JZ3032:                Primary Azimuth Mark                     Grid Az
 JZ3032:SPC OH S     -  JACK                                     116 52 04.7
 JZ3032:UTM  16      -  JACK                                     113 59 44.6
 JZ3032
 JZ3032|---------------------------------------------------------------------|
 JZ3032| PID    Reference Object                     Distance      Geod. Az  |
 JZ3032|                                                           dddmmss.s |
 JZ3032| JZ3030 JACK                                406.781 METERS 1154348.8 |
 JZ3032| JZ3015 BRANCH                              379.756 METERS 33142     |
 JZ3032|---------------------------------------------------------------------|
 JZ3032
 JZ3032                          SUPERSEDED SURVEY CONTROL
 JZ3032
 JZ3032  NAD 83(1986)-  39 49 42.00252(N)    084 17 35.20472(W) AD(       ) 1
 JZ3032  NAD 27      -  39 49 41.79700(N)    084 17 35.39800(W) AD(       ) 1
 JZ3032
 JZ3032.Superseded values are not recommended for survey control.
 JZ3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3032.See file dsdata.txt to determine how the superseded data were derived.
 JZ3032
 JZ3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3165312210(NAD 83)
 JZ3032_MARKER: DS = TRIANGULATION STATION DISK
 JZ3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3032_MARK LOGO: CGS   
 JZ3032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3032+STABILITY: SURFACE MOTION
 JZ3032
 JZ3032  HISTORY     - Date     Condition        Report By
 JZ3032  HISTORY     - 1927     MONUMENTED       CGS
 JZ3032  HISTORY     - 1957     GOOD             CGS
 JZ3032  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ3032  HISTORY     - 19961014 MARK NOT FOUND   USPSQD
 JZ3032
 JZ3032                          STATION DESCRIPTION
 JZ3032
 JZ3032'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3032'STATION IS ABOUT 3-1/4 MILES NW OF THE TOWN OF FORT MCKINLEY, 4.5
 JZ3032'METERS (14.8 FEET) W OF THE CENTER LINE OF THE N AND S SECTION LINE
 JZ3032'ROAD AND 8.8 METERS (28.8 FEET) SW OF THE CENTER LINE OF THE SALEM
 JZ3032'PIKE.
 JZ3032'
 JZ3032'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3032'
 JZ3032'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 JZ3032
 JZ3032                          STATION RECOVERY (1957)
 JZ3032
 JZ3032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 JZ3032'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 JZ3032'A TRAVERSE STATION.
 JZ3032
 JZ3032                          STATION RECOVERY (1967)
 JZ3032
 JZ3032'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ3032'DESCRIPTION VAGUE DUE TO NEW HIGHWAY CONST. UNABLE TO LOCATE
 JZ3032'ACCURATELY ENOUGH TO DIG SEARCH NOT EXTENSIVE.
 JZ3032
 JZ3032                          STATION RECOVERY (1996)
 JZ3032
 JZ3032'RECOVERY NOTE BY US POWER SQUADRON 1996
 JZ3032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1108 ***********************************************************************
 MC1108  DESIGNATION -  HENRIETTA
 MC1108  PID         -  MC1108
 MC1108  STATE/COUNTY-  OH/LORAIN
 MC1108  USGS QUAD   -  KIPTON (1969)
 MC1108
 MC1108                         *CURRENT SURVEY CONTROL
 MC1108  ___________________________________________________________________
 MC1108* NAD 83(1995)-  41 20 30.10976(N)    082 18 02.22911(W)     ADJUSTED  
 MC1108* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 MC1108  ___________________________________________________________________
 MC1108  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 MC1108  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 MC1108
 MC1108  HORZ ORDER  -  FIRST
 MC1108
 MC1108.The horizontal coordinates were established by classical geodetic methods
 MC1108.and adjusted by the National Geodetic Survey in April 1998..
 MC1108
 MC1108.The orthometric height was scaled from a topographic map.
 MC1108
 MC1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1108
 MC1108.The geoid height was determined by GEOID03.
 MC1108
 MC1108;                    North         East     Units Scale Factor Converg.
 MC1108;SPC OH N     -   186,025.904   616,687.170   MT  0.99995055   +0 07 51.5
 MC1108;UTM  17      - 4,577,505.730   391,181.576   MT  0.99974573   -0 51 33.1
 MC1108
 MC1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1108!SPC OH N     -   0.99996452  x   0.99995055  =   0.99991507
 MC1108!UTM  17      -   0.99996452  x   0.99974573  =   0.99971026
 MC1108
 MC1108|---------------------------------------------------------------------|
 MC1108| PID    Reference Object                     Distance      Geod. Az  |
 MC1108|                                                           dddmmss.s |
 MC1108| CE6720 HENRIETTA RM 1                       35.141 METERS 08411     |
 MC1108| MC1110 NICHOLL                             APPROX. 7.5 KM 1764157.5 |
 MC1108| CE6721 HENRIETTA RM 2                       24.851 METERS 18720     |
 MC1108|---------------------------------------------------------------------|
 MC1108
 MC1108                          SUPERSEDED SURVEY CONTROL
 MC1108
 MC1108  NAD 83(1995)-  41 20 30.11738(N)    082 18 02.23906(W) AD(       ) 1
 MC1108  NAD 83(1986)-  41 20 30.11900(N)    082 18 02.23976(W) AD(       ) 1
 MC1108  NAD 27      -  41 20 29.92956(N)    082 18 02.65360(W) AD(       ) 1
 MC1108
 MC1108.Superseded values are not recommended for survey control.
 MC1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1108.See file dsdata.txt to determine how the superseded data were derived.
 MC1108
 MC1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF9118277506(NAD 83)
 MC1108_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1108
 MC1108  HISTORY     - Date     Condition        Report By
 MC1108  HISTORY     - 1959     MONUMENTED       CGS
 MC1108  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC1108  HISTORY     - 19960921 GOOD             USPSQD
 MC1108
 MC1108                          STATION DESCRIPTION
 MC1108
 MC1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC1108'THE STATION IS ABOUT 5.5 MILES NORTHWEST OF OBERLIN, 5 MILES NORTH OF
 MC1108'KIPTON, 5.75 MILES NORTH OF
 MC1108'U.S. HIGHWAY 20, IN THE NORTH CENTRAL PART OF HENRIETTA TOWNSHIP,
 MC1108'T-5-N, R-19-W, IN THE SOUTHWEST
 MC1108'ANGLE OF THE INTERSECTION OF STATE HIGHWAY 113 AND VERMILION
 MC1108'ROAD AND ON PROPERTY OWNED BY MR. W.E.
 MC1108'LARVERMEYER WHO LIVES 0.6 MILE SOUTH OF THE
 MC1108'STATION.
 MC1108'
 MC1108'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 60 AND 113
 MC1108'WHICH IS ABOUT 0.3 MILE WEST OF
 MC1108'THE VILLAGE OF BIRMINGHAM, GO EAST ON STATE HIGHWAY 113 FOR 3.1 MILES
 MC1108'TO THE INTERSECTION OF STATE
 MC1108'HIGHWAY 113 AND VERMILION ROAD IN THE VILLAGE OF HENRIETTA
 MC1108'AND THE STATION AS DESCRIBED.
 MC1108'
 MC1108'STATION MARKS ARE STANDARD DISKS STAMPED HENRIETTA 1959.  THE SURFACE
 MC1108'DISK IS SET IN A SQUARE CONCRETE
 MC1108'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 154 FEET
 MC1108'WEST OF THE PAINTED CENTER LINE OF
 MC1108'VERMILION ROAD, 53.5 FEET SOUTH OF THE PAINTED CENTER LINE
 MC1108'OF STATE HIGHWAY 113, 44 FEET EAST OF A GRAVEL
 MC1108'DRIVEWAY AND 2L FEET EAST OF A WATER PUMP.
 MC1108'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 24
 MC1108'INCHES BELOW THE SURFACE OF THE
 MC1108'GROUND.
 MC1108'
 MC1108'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HENRIETTA NO 1 1959, IS
 MC1108'SET IN A SQUARE CONCRETE
 MC1108'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 72 FEET
 MC1108'SOUTH OF THE PAINTED CENTER LINE OF
 MC1108'STATE HIGHWAY 113, 39 FEET WEST OF THE PAINTED CENTER LINE
 MC1108'OF VERMILION ROAD, 18 FEET NORTH OF A 36-INCH
 MC1108'OAK TREE AND 15 FEET WEST OF A POWERLINE
 MC1108'POLE.
 MC1108'
 MC1108'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HENRIETTA NO 2 1959, IS
 MC1108'SET IN A SQUARE CONCRETE
 MC1108'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 129 FEET
 MC1108'SOUTH OF THE PAINTED CENTER LINE OF
 MC1108'STATE HIGHWAY 113, 62 FEET SOUTH OF THE WATER PUMP AND 25
 MC1108'FEET EAST OF THE GRAVEL DRIVEWAY.  NOTE- THERE
 MC1108'WAS NO AZIMUTH MARK SET.
 MC1108'
 MC1108'HEIGHT OF LIGHT ABOVE STATION MARK-26 METERS.
 MC1108
 MC1108                          STATION RECOVERY (1971)
 MC1108
 MC1108'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (ROS)
 MC1108'HENRIETTA 1959 GOOD INSTALLED STEEL WITNESS POST
 MC1108'HENRIETTA NO. 1
 MC1108'1959 GOOD INSTALLED STEEL WITNESS POST
 MC1108'HENRIETTA NO. 2 1959 GOOD
 MC1108'INSTALLED STEEL WITNESS POST
 MC1108'NO AZIMUTH
 MC1108'
 MC1108'DESCRIPTION IS ACCURATE.
 MC1108'AIRLINE DISTANCE
 MC1108'AND DIRECTION FROM NEAREST TOWN- 5.5 MILES PLUS OR MINUS N.W. OF
 MC1108'OBERLINE
 MC1108
 MC1108                          STATION RECOVERY (1996)
 MC1108
 MC1108'RECOVERY NOTE BY US POWER SQUADRON 1996
 MC1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1403 ***********************************************************************
 MC1403  DESIGNATION -  HENRY
 MC1403  PID         -  MC1403
 MC1403  STATE/COUNTY-  OH/HENRY
 MC1403  USGS QUAD   -  MC CLURE (1971)
 MC1403
 MC1403                         *CURRENT SURVEY CONTROL
 MC1403  ___________________________________________________________________
 MC1403* NAD 83(1995)-  41 16 36.40246(N)    083 54 41.84354(W)     ADJUSTED  
 MC1403* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 MC1403  ___________________________________________________________________
 MC1403  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MC1403  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 MC1403
 MC1403  HORZ ORDER  -  THIRD
 MC1403
 MC1403.The horizontal coordinates were established by classical geodetic methods
 MC1403.and adjusted by the National Geodetic Survey in April 1998..
 MC1403
 MC1403.The orthometric height was scaled from a topographic map.
 MC1403
 MC1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1403
 MC1403.The geoid height was determined by GEOID03.
 MC1403
 MC1403;                    North         East     Units Scale Factor Converg.
 MC1403;SPC OH N     -   179,754.395   481,742.614   MT  0.99994578   -0 55 38.5
 MC1403;UTM  17      - 4,573,572.294   256,141.455   MT  1.00033192   -1 55 18.2
 MC1403
 MC1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1403!SPC OH N     -   0.99997234  x   0.99994578  =   0.99991813
 MC1403!UTM  17      -   0.99997234  x   1.00033192  =   1.00030426
 MC1403
 MC1403                          SUPERSEDED SURVEY CONTROL
 MC1403
 MC1403  NAD 83(1995)-  41 16 36.41102(N)    083 54 41.84880(W) AD(       ) 3
 MC1403  NAD 83(1986)-  41 16 36.41337(N)    083 54 41.85443(W) AD(       ) 3
 MC1403  NAD 27      -  41 16 36.22700(N)    083 54 42.05900(W) AD(       ) 3
 MC1403
 MC1403.Superseded values are not recommended for survey control.
 MC1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1403.See file dsdata.txt to determine how the superseded data were derived.
 MC1403
 MC1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5614173572(NAD 83)
 MC1403_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1403_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1403_STAMPING: HENRY 1947
 MC1403_MARK LOGO: CGS   
 MC1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1403+STABILITY: SURFACE MOTION
 MC1403
 MC1403  HISTORY     - Date     Condition        Report By
 MC1403  HISTORY     - 1947     MONUMENTED       CGS
 MC1403  HISTORY     - 1963     GOOD             CGS
 MC1403  HISTORY     - 1984     GOOD             USPSQD
 MC1403
 MC1403                          STATION DESCRIPTION
 MC1403
 MC1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1403'THE STATION IS LOCATED 1-1/2 MILES SOUTH AND 1-1/2 MILES EAST OF
 MC1403'WESTHOPE ON THE HENRY
 MC1403'GODEKE FARM NEAR THE SOUTHEAST PROPERTY CORNER.  IT IS 61.9 M.
 MC1403'NORTHEAST OF THE POINT OF
 MC1403'INTERSECTION OF THE CENTERLINE OF THE EW 1/2 SECTION
 MC1403'ROAD AND THE CENTERLINE OF THE DRIVEWAY
 MC1403'SOUTHWEST OF THE STATION.  IT IS
 MC1403'ALONG THE NS 1/2-MILE LAND SUBDIVISION LINE OF SEC. 26,
 MC1403'RICHFIELD TOWNSHIP.
 MC1403'
 MC1403'STATION IS 10.8 METERS N OF THE CENTERLINE OF EW 1/2 SEC. ROAD, 0.6
 MC1403'METER W OF N FENCE LINE, AND 7.0 METERS N OF
 MC1403'FENCE CORNER.  STATION IS 61.9 METERS (203 FEET) FROM THE POINT OF
 MC1403'INTERSECTION OF THE CENTERLINES OF EW ROAD AND
 MC1403'DRIVEWAY S, IN AZIMUTH 79 DEG 44 MIN.
 MC1403'
 MC1403'A STANDARD DISK STAMPED HENRY 1947 SET IN THE TOP OF A 10-INCH
 MC1403'CONCRETE POST.
 MC1403'THE TOP OF THE POST PROTRUDES 4 INCHES ABOVE THE GROUND.
 MC1403
 MC1403                          STATION RECOVERY (1963)
 MC1403
 MC1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1403'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1403'EXCEPTIONS--ALL THE FENCES ARE GONE, THE STATION IS 5.8 METERS NORTH
 MC1403'OF A POWER LINE POLE AND THE CONCRETE MONUMENT IS SURROUNDED BY A
 MC1403'CRUSHED LIMESTONE AND ROCK CAMERA TARGET 8 FEET IN DIAMETER.
 MC1403
 MC1403                          STATION RECOVERY (1984)
 MC1403
 MC1403'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1403'HENRY 1947 FOUND FAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2639 ***********************************************************************
 AE2639  DESIGNATION -  HENRY
 AE2639  PID         -  AE2639
 AE2639  STATE/COUNTY-  OH/MERCER
 AE2639  USGS QUAD   -  COLDWATER (1982)
 AE2639
 AE2639                         *CURRENT SURVEY CONTROL
 AE2639  ___________________________________________________________________
 AE2639* NAD 83(1995)-  40 24 24.22436(N)    084 38 54.78851(W)     ADJUSTED  
 AE2639* NAVD 88     -       304.8    (meters)    1000.     (feet)  GPS OBS   
 AE2639  ___________________________________________________________________
 AE2639  X           -     453,616.998 (meters)                     COMP
 AE2639  Y           -  -4,842,562.345 (meters)                     COMP
 AE2639  Z           -   4,112,654.728 (meters)                     COMP
 AE2639  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AE2639  ELLIP HEIGHT-         271.41  (meters)          (10/07/05) GPS OBS
 AE2639  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AE2639
 AE2639  HORZ ORDER  -  FIRST
 AE2639  ELLP ORDER  -  FOURTH    CLASS I
 AE2639
 AE2639.The horizontal coordinates were established by GPS observations
 AE2639.and adjusted by the National Geodetic Survey in September 1997..
 AE2639
 AE2639.The orthometric height was determined by GPS observations and a
 AE2639.high-resolution geoid model.
 AE2639
 AE2639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2639
 AE2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2639
 AE2639.The ellipsoidal height was determined by GPS observations
 AE2639.and is referenced to NAD 83.
 AE2639
 AE2639.The geoid height was determined by GEOID03.
 AE2639
 AE2639;                    North         East     Units Scale Factor Converg.
 AE2639;SPC OH N     -    84,428.196   417,637.524   MT  1.00000520   -1 24 41.4
 AE2639;UTM  16      - 4,475,556.617   699,531.965   MT  1.00009010   +1 31 29.0
 AE2639
 AE2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2639!SPC OH N     -   0.99995743  x   1.00000520  =   0.99996263
 AE2639!UTM  16      -   0.99995743  x   1.00009010  =   1.00004752
 AE2639
 AE2639                          SUPERSEDED SURVEY CONTROL
 AE2639
 AE2639  ELLIP H (09/04/97)  271.43   (m)                       GP(       ) 4 1
 AE2639
 AE2639.Superseded values are not recommended for survey control.
 AE2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2639.See file dsdata.txt to determine how the superseded data were derived.
 AE2639
 AE2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK9953275557(NAD 83)
 AE2639_MARKER: I = METAL ROD
 AE2639_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2639_STAMPING: HENRY
 AE2639_MARK LOGO: OHDT  
 AE2639_PROJECTION: RECESSED 8 CENTIMETERS
 AE2639_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2639+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2639_ROD/PIPE-DEPTH:  5.4 meters
 AE2639_SLEEVE-DEPTH  :  1.1 meters
 AE2639
 AE2639  HISTORY     - Date     Condition        Report By
 AE2639  HISTORY     - 1995     MONUMENTED       OHDT
 AE2639
 AE2639                          STATION DESCRIPTION
 AE2639
 AE2639'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (KM)
 AE2639'IN THE NORTHEAST QUARTER OF SECTION 29, TOWN 7 SOUTH, RANGE 2 EAST,
 AE2639'GRANVILLE TOWNSHIP, MERCER COUNTY, OHIO.  TO REACH FROM THE MERCER
 AE2639'COUNTY COURT HOUSE IN CELINA, TRAVEL SOUTH ON US 127 0.4 MILES (0.6
 AE2639'KM) TO ITS INTERSECTION WITH STATE ROUTE 29, PROCEED WEST ON STATE
 AE2639'ROUTE 29 3 MILES (4.8 KM) TO ITS INTERSECTION WITH STATE ROUTE 118,
 AE2639'PROCEED SOUTH ON STATE ROUTE 118 9.5 MILES (15.3 KM) TO ITS
 AE2639'INTERSECTION WITH LANGE ROAD, PROCEED WEST ON LANGE ROAD 1 MILE (1.6
 AE2639'KM) TO ITS INTERSECTION WITH BURKETTSVILLE ST HENRY ROAD.  THE MARK IS
 AE2639'IN THE SOUTHWEST QUADRANT OF THE INTERSECTIONS OF BURKETTSVILLE ST
 AE2639'HENRY ROAD AND LANGE ROAD, 22 FEET (6.7 M) SOUTH OF THE CENTERLINE OF
 AE2639'LANGE ROAD, 63 FEET (19.2 M) WEST OF THE CENTERLIN OF BURKETTSVILLE-ST
 AE2639'HENRY ROAD, 15 FEET (4.6 M) WEST OF I DO NOT KNOW, 26 FEET (7.9 M) IN
 AE2639'A SOUTHWESTERLY DIRECTION FROM A PLASTIC CALV.  THE MARK IS A STEEL
 AE2639'ROD IN AN ALUMINUM MONUMENT BOX STAMPED HENRY ADJACENT TO A METAL POST
 AE2639'PLACE BY THE MERCER COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1752 ***********************************************************************
 MC1752  DESIGNATION -  HENRY 1
 MC1752  PID         -  MC1752
 MC1752  STATE/COUNTY-  OH/LUCAS
 MC1752  USGS QUAD   -  COLTON (1977)
 MC1752
 MC1752                         *CURRENT SURVEY CONTROL
 MC1752  ___________________________________________________________________
 MC1752* NAD 83(1995)-  41 27 56.80213(N)    083 52 58.41605(W)     ADJUSTED  
 MC1752* NAVD 88     -       205.8    (meters)     675.     (feet)  GPS OBS   
 MC1752  ___________________________________________________________________
 MC1752  X           -     510,067.107 (meters)                     COMP
 MC1752  Y           -  -4,759,369.204 (meters)                     COMP
 MC1752  Z           -   4,201,437.768 (meters)                     COMP
 MC1752  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 MC1752  ELLIP HEIGHT-         170.45  (meters)          (10/07/05) GPS OBS
 MC1752  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 MC1752
 MC1752  HORZ ORDER  -  FIRST
 MC1752  ELLP ORDER  -  FOURTH    CLASS I
 MC1752
 MC1752.The horizontal coordinates were established by GPS observations
 MC1752.and adjusted by the National Geodetic Survey in April 1998..
 MC1752
 MC1752.The orthometric height was determined by GPS observations and a
 MC1752.high-resolution geoid model.
 MC1752
 MC1752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1752
 MC1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1752
 MC1752.The ellipsoidal height was determined by GPS observations
 MC1752.and is referenced to NAD 83.
 MC1752
 MC1752.The geoid height was determined by GEOID03.
 MC1752
 MC1752;                    North         East     Units Scale Factor Converg.
 MC1752;SPC OH N     -   200,702.759   484,482.027   MT  0.99996323   -0 54 30.6
 MC1752;UTM  17      - 4,594,477.484   259,246.428   MT  1.00031337   -1 54 35.6
 MC1752
 MC1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1752!SPC OH N     -   0.99997327  x   0.99996323  =   0.99993650
 MC1752!UTM  17      -   0.99997327  x   1.00031337  =   1.00028663
 MC1752
 MC1752                          SUPERSEDED SURVEY CONTROL
 MC1752
 MC1752  ELLIP H (04/01/98)  170.51   (m)                       GP(       ) 4 1
 MC1752  NAD 83(1995)-  41 27 56.80205(N)    083 52 58.41592(W) AD(       ) 1
 MC1752  NAD 83(1986)-  41 27 56.81232(N)    083 52 58.42911(W) AD(       ) 1
 MC1752
 MC1752.Superseded values are not recommended for survey control.
 MC1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1752.See file dsdata.txt to determine how the superseded data were derived.
 MC1752
 MC1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5924694477(NAD 83)
 MC1752_MARKER: DD = SURVEY DISK
 MC1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1752_SP_SET: CONCRETE POST
 MC1752_STAMPING: HENRY 1 1993
 MC1752_MARK LOGO: OH-095
 MC1752_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1752+STABILITY: SURFACE MOTION
 MC1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1752+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 MC1752
 MC1752  HISTORY     - Date     Condition        Report By
 MC1752  HISTORY     - 1993     MONUMENTED       OH-095
 MC1752  HISTORY     - 19930923 GOOD             OH-095
 MC1752
 MC1752                          STATION DESCRIPTION
 MC1752
 MC1752'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1752'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 4.0 MILES NORTH
 MC1752'NORTHWEST OF THE VILLAGE OF GRAND RAPIDS.
 MC1752'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 24 AND STATE ROUTE
 MC1752'578 PROCEED WEST ALONG U.S. 24 1.25 MILES TO ITS INTERSECTION WITH
 MC1752'HENRY-LUCAS ROAD.  TURN RIGHT AND PROCEED NORTH ALONG HENRY-LUCAS
 MC1752'ROAD 3.5 MILES TO THE NORTH SIDE OF HOUSE NUMBER 9617 AND THE STATION
 MC1752'IN THE CENTER OF THE ROAD.
 MC1752'THE STATION IS A 3.5 INCH BRASS DISK SET IN THE TOP OF A 6 INCH SQUARE
 MC1752'CONCRETE MONUMENT 1.7 FEET BELOW THE ROAD SURFACE IN A STEEL MONUMENT
 MC1752'BOX.  THE MONUMENT BOX FLANGE AND THE DISK ARE STAMPED --HENRY 1
 MC1752'1993--.
 MC1752'THE STATION IS AN EXISTING LUCAS COUNTY MARK, DATE OF INSTALLATION AND
 MC1752'PARTY CHIEF ARE UNKNOWN.
 MC1752'THE STATION IS 62.3 FEET SOUTHEAST FROM A NAIL AND SHINER IN A
 MC1752'TELEPHONE POLE LOCATED ON THE WEST SIDE OF THE ROAD, 34.3 FEET SOUTH
 MC1752'FROM A RAIL ROAD SPIKE WITH A +, AND 44.1 FEET SOUTHWEST FROM LUCAS
 MC1752'COUNTY BENCH MARK (6-- X 6-- CONCRETE MONUMENT WITH BRASS DISK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1753 ***********************************************************************
 MC1753  DESIGNATION -  HENRY 2
 MC1753  PID         -  MC1753
 MC1753  STATE/COUNTY-  OH/LUCAS
 MC1753  USGS QUAD   -  COLTON (1977)
 MC1753
 MC1753                         *CURRENT SURVEY CONTROL
 MC1753  ___________________________________________________________________
 MC1753* NAD 83(1995)-  41 25 21.46766(N)    083 52 58.90238(W)     ADJUSTED  
 MC1753* NAVD 88     -       202.0    (meters)     663.     (feet)  GPS OBS   
 MC1753  ___________________________________________________________________
 MC1753  X           -     510,393.582 (meters)                     COMP
 MC1753  Y           -  -4,762,521.479 (meters)                     COMP
 MC1753  Z           -   4,197,842.926 (meters)                     COMP
 MC1753  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 MC1753  ELLIP HEIGHT-         166.63  (meters)          (10/07/05) GPS OBS
 MC1753  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 MC1753
 MC1753  HORZ ORDER  -  FIRST
 MC1753  ELLP ORDER  -  FOURTH    CLASS I
 MC1753
 MC1753.The horizontal coordinates were established by GPS observations
 MC1753.and adjusted by the National Geodetic Survey in April 1998..
 MC1753
 MC1753.The orthometric height was determined by GPS observations and a
 MC1753.high-resolution geoid model.
 MC1753
 MC1753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1753
 MC1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1753
 MC1753.The ellipsoidal height was determined by GPS observations
 MC1753.and is referenced to NAD 83.
 MC1753
 MC1753.The geoid height was determined by GEOID03.
 MC1753
 MC1753;                    North         East     Units Scale Factor Converg.
 MC1753;SPC OH N     -   195,911.553   484,394.756   MT  0.99995829   -0 54 30.9
 MC1753;UTM  17      - 4,589,686.841   259,075.444   MT  1.00031439   -1 54 30.1
 MC1753
 MC1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1753!SPC OH N     -   0.99997386  x   0.99995829  =   0.99993216
 MC1753!UTM  17      -   0.99997386  x   1.00031439  =   1.00028825
 MC1753
 MC1753:                Primary Azimuth Mark                     Grid Az
 MC1753:SPC OH N     -  KROHN                                    182 31 24.6
 MC1753:UTM  17      -  KROHN                                    183 31 23.8
 MC1753
 MC1753|---------------------------------------------------------------------|
 MC1753| PID    Reference Object                     Distance      Geod. Az  |
 MC1753|                                                           dddmmss.s |
 MC1753| MC1764 KROHN                               APPROX. 0.6 KM 1813653.7 |
 MC1753|---------------------------------------------------------------------|
 MC1753
 MC1753                          SUPERSEDED SURVEY CONTROL
 MC1753
 MC1753  ELLIP H (04/01/98)  166.69   (m)                       GP(       ) 4 1
 MC1753  NAD 83(1995)-  41 25 21.46759(N)    083 52 58.90226(W) AD(       ) 1
 MC1753  NAD 83(1986)-  41 25 21.47825(N)    083 52 58.91598(W) AD(       ) 1
 MC1753
 MC1753.Superseded values are not recommended for survey control.
 MC1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1753.See file dsdata.txt to determine how the superseded data were derived.
 MC1753
 MC1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5907589687(NAD 83)
 MC1753_MARKER: DD = SURVEY DISK
 MC1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1753_SP_SET: CONCRETE POST
 MC1753_STAMPING: HENRY 2 1993
 MC1753_MARK LOGO: OH-095
 MC1753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1753+STABILITY: SURFACE MOTION
 MC1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1753+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1753
 MC1753  HISTORY     - Date     Condition        Report By
 MC1753  HISTORY     - 1993     MONUMENTED       OH-095
 MC1753
 MC1753                          STATION DESCRIPTION
 MC1753
 MC1753'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1753'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 1.5 MILES WEST OF
 MC1753'THE VILLAGE OF GRAND RAPIDS.
 MC1753'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 24 AND STATE ROUTE
 MC1753'578 PROCEED WEST ALONG U.S. 24 1.25 MILES TO ITS INTERSECTION WITH
 MC1753'HENRY-LUCAS ROAD.  TURN RIGHT AND PROCEED NORTH ALONG HENRY-LUCAS
 MC1753'ROAD 0.4 MILES TO A WIRE FENCE CORNER ON THE EAST SIDE OF THE ROAD
 MC1753'AND THE STATION ON THE RIGHT APPROXIMATELY 150 FEET SOUTH OF A BRIDGE
 MC1753'OVER KROHN CREEK.
 MC1753'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1753'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 0.1 FEET BELOW THE GROUND
 MC1753'SURFACE IS STAMPED --HENRY 2 1993--.
 MC1753'THE STATION IS 2.5 FEET WEST FROM A WIRE FENCE, 6.6 FEET NORTH FROM A
 MC1753'LUCAS COUNTY BENCH MARK WITH A BROKEN TOP, 20.6 FEET NORTHEAST FROM A
 MC1753'RAIL ROAD SPIKE IN THE CENTERLINE OF HENRY-LUCAS ROAD, AND 89.3 FEET
 MC1753'SOUTHEAST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3162 ***********************************************************************
 JZ3162  DESIGNATION -  HERING
 JZ3162  PID         -  JZ3162
 JZ3162  STATE/COUNTY-  OH/HAMILTON
 JZ3162  USGS QUAD   -  MASON (1965)
 JZ3162
 JZ3162                         *CURRENT SURVEY CONTROL
 JZ3162  ___________________________________________________________________
 JZ3162* NAD 83(1995)-  39 17 33.23945(N)    084 18 50.37616(W)     ADJUSTED  
 JZ3162* NAVD 88     -       261.9    (meters)     859.     (feet)  GPS OBS   
 JZ3162  ___________________________________________________________________
 JZ3162  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 JZ3162  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JZ3162
 JZ3162  HORZ ORDER  -  FIRST
 JZ3162
 JZ3162.The horizontal coordinates were established by classical geodetic methods
 JZ3162.and adjusted by the National Geodetic Survey in April 1998..
 JZ3162
 JZ3162.The orthometric height was determined by GPS observations and a
 JZ3162.high-resolution geoid model.
 JZ3162
 JZ3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3162
 JZ3162.The geoid height was determined by GEOID03.
 JZ3162
 JZ3162;                    North         East     Units Scale Factor Converg.
 JZ3162;SPC OH S     -   145,063.530   443,529.818   MT  0.99993719   -1 09 03.7
 JZ3162;UTM  16      - 4,352,683.708   731,642.122   MT  1.00026072   +1 42 06.3
 JZ3162
 JZ3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3162!SPC OH S     -   0.99996422  x   0.99993719  =   0.99990141
 JZ3162!UTM  16      -   0.99996422  x   1.00026072  =   1.00022493
 JZ3162
 JZ3162|---------------------------------------------------------------------|
 JZ3162| PID    Reference Object                     Distance      Geod. Az  |
 JZ3162|                                                           dddmmss.s |
 JZ3162| CC9339 HERING RM 3                          19.087 METERS 08158     |
 JZ3162| CC9337 HERING RM 1                          21.220 METERS 08329     |
 JZ3162| CC9336 HERING AZ MK 2                                     2463009.0 |
 JZ3162| CC9338 HERING RM 2                          26.414 METERS 31220     |
 JZ3162| CC9335 HERING AZ MK                                       3481618.6 |
 JZ3162| JZ3164 MASON RADIO STA WLW TWR             APPROX. 6.8 KM 3515322.1 |
 JZ3162| CC9340 HERING RM 4                          18.571 METERS 35343     |
 JZ3162|---------------------------------------------------------------------|
 JZ3162
 JZ3162                          SUPERSEDED SURVEY CONTROL
 JZ3162
 JZ3162  NAD 83(1995)-  39 17 33.24654(N)    084 18 50.38449(W) AD(       ) 1
 JZ3162  NAD 83(1986)-  39 17 33.24236(N)    084 18 50.38543(W) AD(       ) 1
 JZ3162  NAD 27      -  39 17 33.03500(N)    084 18 50.60900(W) AD(       ) 1
 JZ3162
 JZ3162.Superseded values are not recommended for survey control.
 JZ3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3162.See file dsdata.txt to determine how the superseded data were derived.
 JZ3162
 JZ3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3164252684(NAD 83)
 JZ3162_MARKER: DS = TRIANGULATION STATION DISK
 JZ3162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3162_STAMPING: HERING 1947
 JZ3162_PROJECTION: FLUSH
 JZ3162_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3162+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1990
 JZ3162
 JZ3162  HISTORY     - Date     Condition        Report By
 JZ3162  HISTORY     - 1947     MONUMENTED       CGS
 JZ3162  HISTORY     - 1972     GOOD             NGS
 JZ3162  HISTORY     - 1972     SEE DESCRIPTION  OHHD
 JZ3162  HISTORY     - 1979     GOOD             NGS
 JZ3162  HISTORY     - 1979     GOOD             NGS
 JZ3162  HISTORY     - 1989     GOOD             USPSQD
 JZ3162  HISTORY     - 19900623 GOOD             WOOLPT
 JZ3162  HISTORY     - 19990101 GOOD             WOOLPT
 JZ3162  HISTORY     - 20050611 GOOD             GEOCAC
 JZ3162
 JZ3162                          STATION DESCRIPTION
 JZ3162
 JZ3162'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3162'STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHEAST OF MONTGOMERY AND 3
 JZ3162'MILES NORTHWEST OF LOVELAND JUST SOUTH OF THE HAMILTON-WARREN
 JZ3162'COUNTY LINE ON PROPERTY OWNED BY MR. OTTO HERING, 64 FEET NORTH OF
 JZ3162'THE NORTHWEST CORNER OF A LARGE RED BARN, 62 FEET WEST OF POWER
 JZ3162'POLE NO. 25AH42 AND 35 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD.
 JZ3162'THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED HERING
 JZ3162'1947.
 JZ3162'
 JZ3162'REFERENCE MARK NO. 1 IS 69.62 FEET EAST OF THE STATION, 22 FEET SOUTH
 JZ3162'OF THE CENTERLINE OF GRAVEL ROAD AND 8 FEET EAST OF POWER POLE NO.
 JZ3162'25AH42. THE MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED HERING NO
 JZ3162'1 1947.
 JZ3162'
 JZ3162'REFERENCE MARK NO. 2 IS 86.66 FEET NORTHWEST OF THE STATION, 51 FEET
 JZ3162'NORTHEAST OF THE NORTHEAST CORNER OF FENCE AROUND MR. HERINGS
 JZ3162'FARMHOUSE AND 20 FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD. THE
 JZ3162'MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED HERING NO 2
 JZ3162'1947.
 JZ3162'
 JZ3162'THE AZIMUTH MARK IS 0.35 MILE NORTH-NORTHWEST OF THE STATION, 83 FEET
 JZ3162'SOUTHWEST OF POWER POLE NO. 1W99, 26 FEET WEST OF THE CENTERLINE OF
 JZ3162'MASON ROAD (OILED) AND 3 FEET NORTH-NORTHEAST OF SOUTHEAST FENCE
 JZ3162'CORNER. THE MARK PROJECTS 1 INCH AND THE DISC IS STAMPED HERING
 JZ3162'1947.
 JZ3162'
 JZ3162'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND BY-PASS
 JZ3162'U.S. HIGHWAY 50 IN MONTGOMERY, GO NORTH AND NORTHEAST ON U.S.
 JZ3162'HIGHWAY 22 FOR 4.5 MILES TO MASON ROAD ON THE LEFT. TURN LEFT AND GO
 JZ3162'NORTH ON MASON ROAD FOR 0.65 MILE TO THE INTERSECTION WITH FIELDS
 JZ3162'ERTEL ROAD. TURN RIGHT ON FIELDS ERTEL ROAD AND GO EAST FOR 0.05 MILE
 JZ3162'TO MR. HERINGS RESIDENCE ON THE RIGHT AND THE STATION.
 JZ3162'
 JZ3162'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST OF FIELDS ERTEL
 JZ3162'ROAD FOR 0.05 MILE TO MASON ROAD. TURN RIGHT AND GO NORTH ON MASON
 JZ3162'ROAD FOR 0.3 MILE TO A FENCE CORNER ON THE LEFT AND THE AZIMUTH MARK.
 JZ3162'
 JZ3162'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JZ3162
 JZ3162                          STATION RECOVERY (1972)
 JZ3162
 JZ3162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JZ3162'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 JZ3162'REFERENCE MARKS 1 AND 2 WERE NOT FOUND AND ASSUMED TO HAVE BEEN
 JZ3162'DESTROYED BY GRADING. THE AZIMUTH MARK IS OBSTRUCTED BY A POWER POLE
 JZ3162'AND ENCASED BY POISON IVY AND WAS NOT USED AT THIS TIME.
 JZ3162'REFERENCE MARKS 3 AND 4 WERE SET. A NEW DESCRIPTION FOLLOWS-
 JZ3162'
 JZ3162'THE STATION IS LOCATED ABOUT 0.05 MILE EAST OF THE INTERSECTION OF
 JZ3162'MASON, FIELDS ROAD AND INTERSTATE HIGHWAY 71, 58 FEET WEST OF A POWER
 JZ3162'POLE, 63 FEET WEST SOUTHWEST OF NORTH METAL LEG OF HIGHWAY SIGN, 28
 JZ3162'FEET WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 35 FEET WEST OF
 JZ3162'THE EXTENDED CENTERLINE OF RAMP NORTH OF 2 71, 35 FEET SOUTH OF THE
 JZ3162'CENTERLINE OF FIELDS ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.
 JZ3162'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HERING 1947.
 JZ3162'
 JZ3162'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HERING 1947 NO 3 1972,
 JZ3162'SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE NORTH LEG OF AN I 71
 JZ3162'SIGN POST, 15 FEET NORTH OF POWER POLE, 23 FEET SOUTH OF THE
 JZ3162'CENTERLINE OF FIELDS ROAD AND 27 FEET EAST OF THE EXTENDED
 JZ3162'CENTERLINE OF THE RAMP NORTH.
 JZ3162'
 JZ3162'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HERING 1947 NO 4 1972,
 JZ3162'SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE SOUTH LEG OF AN 2 71
 JZ3162'SIGN POST, 27 FEET NORTH OF THE CENTERLINE OF FIELDS ROAD AND 45 FEET
 JZ3162'WEST OF THE CENTERLINE OF THE RAMP NORTH.
 JZ3162'
 JZ3162'THE AZIMUTH MARK IS 0.3 MILE NORTH ALONG MASON ROAD FROM THE
 JZ3162'INTERSECTION OF FIELDS ROAD, 26 FEET WEST OF THE CENTERLINE OF THE
 JZ3162'ROAD, 3 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH OF A POWER POLE.
 JZ3162'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED HERING 1947.
 JZ3162'
 JZ3162'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JZ3162'
 JZ3162'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 3 MILES
 JZ3162'SOUTHEAST OF MASON
 JZ3162
 JZ3162                          STATION RECOVERY (1972)
 JZ3162
 JZ3162'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1972 (RTE)
 JZ3162'GOOD-MARK IS IN IMMINENT DANGER OF BEING DESTROYED.
 JZ3162'
 JZ3162'MARK 58.5 FEET WEST OF POLE H67174RT Y26/103 C 24.4 FEET SOUTH OF
 JZ3162'EDGE OF EXISTING PAVEMENT REFERENCE MARKS NOT FOUND.
 JZ3162
 JZ3162                          STATION RECOVERY (1979)
 JZ3162
 JZ3162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (BNC)
 JZ3162'HERING 1947 RECOVERED GOOD, UNDISTURBED.
 JZ3162'
 JZ3162'HERING 1947 NO. 3 RECOVERED GOOD, UNDISTURBED.
 JZ3162'
 JZ3162'HERING 1947 NO. 4 RECOVERED GOOD, UNDISTURBED.
 JZ3162'
 JZ3162'AZIMUTH HERING 1947 RECOVERED GOOD, UNDISTURBED.
 JZ3162'
 JZ3162'NOTE--POLE 2 FEET OF AZIMUTH MARK IS STILL OBSTRUCTING SIGHT FROM
 JZ3162'TRIANGULATION STATION.  REFERENCE 1972 RECOVERY NOTE.
 JZ3162'
 JZ3162'NO OBSERVATIONS WERE TAKEN AT THIS DATE, RECOVERED FOR
 JZ3162'FUTURE USE.
 JZ3162'
 JZ3162'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES S. OF MASON,
 JZ3162'OHIO.
 JZ3162
 JZ3162                          STATION RECOVERY (1979)
 JZ3162
 JZ3162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JZ3162'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 JZ3162'GOOD CONDITION.  AN AZIMUTH MARK WAS SET AT THIS TIME SINCE THE 1947
 JZ3162'AZIMUTH MARK IS OBSTRUCTED BY POWER POLE AND INTERSTATE HIGHWAY.  THE
 JZ3162'1972 RECOVERY NOTE IS GOOD WITH THE ADDITION OF THE NEW AZIMUTH MARK.
 JZ3162'
 JZ3162'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---HERING 1947 NO 2
 JZ3162'1979---SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE OF THE
 JZ3162'WEST 1 OF 2 LEGS OF LARGE ROAD SIGN---MASON-MONTGOMERY ROAD,
 JZ3162'FIELDS-ERTEL ROAD--- 4 FEET SOUTHEAST OF METAL GUARD RAIL, 20 FEET
 JZ3162'SOUTHEAST OF THE CENTER LINE OF EXIT RAMP.
 JZ3162'
 JZ3162'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON FIELDS ROAD
 JZ3162'FOR 0.1 MILE TO THE INTERSECTION OF MASON ROAD.  TURN LEFT AND GO
 JZ3162'SOUTH ON MASON ROAD FOR 0.15 MILE TO EXIT RAMP ON RIGHT AND MARK
 JZ3162'0.1 MILE SOUTH WEST ON THE RAMP.
 JZ3162
 JZ3162                          STATION RECOVERY (1989)
 JZ3162
 JZ3162'RECOVERY NOTE BY US POWER SQUADRON 1989 (RD)
 JZ3162'RECOVERED IN GOOD CONDITION.
 JZ3162
 JZ3162                          STATION RECOVERY (1990)
 JZ3162
 JZ3162'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990 (DT)
 JZ3162'RECOVERED AS DESCRIBED.
 JZ3162
 JZ3162                          STATION RECOVERY (1999)
 JZ3162
 JZ3162'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (JK)
 JZ3162'GOOD.
 JZ3162
 JZ3162                          STATION RECOVERY (2005)
 JZ3162
 JZ3162'RECOVERY NOTE BY GEOCACHING 2005 (RLW)
 JZ3162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2945 ***********************************************************************
 JZ2945  DESIGNATION -  HERMAN
 JZ2945  PID         -  JZ2945
 JZ2945  STATE/COUNTY-  OH/WARREN
 JZ2945  USGS QUAD   -  SPRINGBORO (1965)
 JZ2945
 JZ2945                         *CURRENT SURVEY CONTROL
 JZ2945  ___________________________________________________________________
 JZ2945* NAD 83(1995)-  39 33 08.92939(N)    084 08 46.51808(W)     ADJUSTED  
 JZ2945* NAVD 88     -       324.     (meters)    1063.     (feet)  SCALED    
 JZ2945  ___________________________________________________________________
 JZ2945  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 JZ2945  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JZ2945
 JZ2945  HORZ ORDER  -  FIRST
 JZ2945
 JZ2945.The horizontal coordinates were established by classical geodetic methods
 JZ2945.and adjusted by the National Geodetic Survey in April 1998..
 JZ2945
 JZ2945.The orthometric height was scaled from a topographic map.
 JZ2945
 JZ2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2945
 JZ2945.The geoid height was determined by GEOID03.
 JZ2945
 JZ2945;                    North         East     Units Scale Factor Converg.
 JZ2945;SPC OH S     -   173,636.255   458,522.824   MT  0.99994020   -1 02 40.5
 JZ2945;UTM  16      - 4,381,979.008   745,196.924   MT  1.00034028   +1 49 05.3
 JZ2945
 JZ2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2945!SPC OH S     -   0.99995442  x   0.99994020  =   0.99989462
 JZ2945!UTM  16      -   0.99995442  x   1.00034028  =   1.00029468
 JZ2945
 JZ2945|---------------------------------------------------------------------|
 JZ2945| PID    Reference Object                     Distance      Geod. Az  |
 JZ2945|                                                           dddmmss.s |
 JZ2945| CC9342 HERMAN RM 1                          42.540 METERS 17804     |
 JZ2945| JZ3088 BEACON                              APPROX. 8.3 KM 2142556.6 |
 JZ2945| CC9341 HERMAN AZ MK                                       2643930.3 |
 JZ2945| CC9343 HERMAN RM 2                          39.172 METERS 27917     |
 JZ2945| JZ2948 CENTERVILLE MUNICIPAL TANK          APPROX. 8.6 KM 3521508.8 |
 JZ2945| JZ2946 BEACON RED AND WHITE FLASHING       APPROX. 5.2 KM 3522120.4 |
 JZ2945|---------------------------------------------------------------------|
 JZ2945
 JZ2945                          SUPERSEDED SURVEY CONTROL
 JZ2945
 JZ2945  NAD 83(1986)-  39 33 08.93769(N)    084 08 46.52541(W) AD(       ) 1
 JZ2945  NAD 27      -  39 33 08.72000(N)    084 08 46.75200(W) AD(       ) 1
 JZ2945
 JZ2945.Superseded values are not recommended for survey control.
 JZ2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2945.See file dsdata.txt to determine how the superseded data were derived.
 JZ2945
 JZ2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ4519781979(NAD 83)
 JZ2945_MARKER: DS = TRIANGULATION STATION DISK
 JZ2945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2945_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ2945_PROJECTION: FLUSH
 JZ2945_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ2945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2945
 JZ2945  HISTORY     - Date     Condition        Report By
 JZ2945  HISTORY     - 1938     MONUMENTED       CGS
 JZ2945  HISTORY     - 19990101 GOOD             WOOLPT
 JZ2945
 JZ2945                          STATION DESCRIPTION
 JZ2945
 JZ2945'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ2945'STATION IS LOCATED ABOUT 4.4 MILES BY ROAD W BY N OF WAYNESVILLE,
 JZ2945'ABOUT 0.5 MILE N AND 1.0 MILE E OF THE JUNCTION OF ROUTES 48 AND
 JZ2945'73, ABOUT 2 MILES S OF THE WARREN COUNTY LINE, ON THE PROPERTY
 JZ2945'BELONGING TO DR. H.H. HERMAN WHO LIVES IN DAYTON.  STATION IS SET
 JZ2945'IN THE NE CORNER OF A FIELD W OF AN OLD ORCHARD, 33 FEET S OF THE
 JZ2945'CENTER LINE OF THE GRAVEL ROAD, 22 FEET SW OF THE FENCE CORNER,
 JZ2945'16 FEET S OF THE E-W FENCE LINE, 14.5 FEET W OF THE N-S FENCE, 15.5
 JZ2945'FEET SW OF A 6-INCH TRIANGLE-BLAZED TREE, AND IS SET 9 INCHES BELOW
 JZ2945'THE SURFACE.
 JZ2945'
 JZ2945'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JZ2945'BRONZE DISKS IN CONCRETE.
 JZ2945'
 JZ2945'REFERENCE MARK NO. 1 IS 139.57 FEET (42.540 METERS) S OF THE STATION,
 JZ2945'ALONG THE N-S FENCE, 1 FOOT W OF THE FENCE LINE, AND PROJECTS 4
 JZ2945'INCHES.  REFERENCE MARK NO. 2 IS 128.52 FEET (39.172 METERS) W OF THE
 JZ2945'STATION, ALONG THE FENCE LINE, 15 FEET S OF THE CENTER LINE OF THE
 JZ2945'GRAVEL ROAD, AND 1 FOOT S OF THE FENCE.
 JZ2945'
 JZ2945'AZIMUTH MARK IS APPROXIMATELY 0.45 MILE W OF THE STATION, ON THE N
 JZ2945'SIDE OF THE GRAVEL ROAD, SET IN THE SW CORNER OF THE FRONT YARD OF A
 JZ2945'SMALL HOUSE, 20 FEET N OF THE CENTER LINE OF THE ROAD, 45 FEET SSW OF
 JZ2945'THE SW CORNER OF THE HOUSE, 1 FOOT S OF THE FENCE CORNER, AND
 JZ2945'PROJECTS 4 INCHES.
 JZ2945'
 JZ2945'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 48 AND 73 W OF
 JZ2945'WAYNESVILLE, GO N ON 48 FOR 0.5 MILE TO A GRAVEL T-ROAD R, TURN R
 JZ2945'AND GO 1.0 MILE TO THE ORCHARD ON THE R AND THE STATION IN THE NE
 JZ2945'CORNER OF FIELD.
 JZ2945'
 JZ2945'A LIGHT AT 100 FEET AT KAUFFMAN IS VISIBLE AT 37 FEET HERE.
 JZ2945'
 JZ2945'A LIGHT AT 100 FEET AT TEMPLETON IS VISIBLE AT 50 FEET HERE.
 JZ2945'
 JZ2945'A LIGHT AT 100 FEET AT MARSHALL IS VISIBLE AT 50 FEET HERE.
 JZ2945'
 JZ2945'A LIGHT AT 100 FEET AT HAINES IS VISIBLE AT 77 FEET HERE.
 JZ2945'
 JZ2945'A LIGHT AT 100 FEET AT SIEMERING IS VISIBLE AT 50 FEET HERE.
 JZ2945'
 JZ2945'A LIGHT AT 100 FEET AT LOY IS VISIBLE AT 37 FEET HERE.
 JZ2945'
 JZ2945'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JZ2945
 JZ2945                          STATION RECOVERY (1999)
 JZ2945
 JZ2945'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (JK)
 JZ2945'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1450 ***********************************************************************
 MC1450  DESIGNATION -  HERMAN
 MC1450  PID         -  MC1450
 MC1450  STATE/COUNTY-  OH/HENRY
 MC1450  USGS QUAD   -  MC CLURE (1971)
 MC1450
 MC1450                         *CURRENT SURVEY CONTROL
 MC1450  ___________________________________________________________________
 MC1450* NAD 83(1995)-  41 16 33.98269(N)    083 59 03.05733(W)     ADJUSTED  
 MC1450* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 MC1450  ___________________________________________________________________
 MC1450  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 MC1450  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 MC1450
 MC1450  HORZ ORDER  -  THIRD
 MC1450
 MC1450.The horizontal coordinates were established by classical geodetic methods
 MC1450.and adjusted by the National Geodetic Survey in April 1998..
 MC1450
 MC1450.The orthometric height was scaled from a topographic map.
 MC1450
 MC1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1450
 MC1450.The geoid height was determined by GEOID03.
 MC1450
 MC1450;                    North         East     Units Scale Factor Converg.
 MC1450;SPC OH N     -   179,780.675   475,663.323   MT  0.99994574   -0 58 30.1
 MC1450;UTM  17      - 4,573,704.136   250,061.077   MT  1.00036888   -1 58 10.7
 MC1450;UTM  16      - 4,573,795.751   752,588.802   MT  1.00038527   +1 59 26.0
 MC1450
 MC1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1450!SPC OH N     -   0.99997218  x   0.99994574  =   0.99991792
 MC1450!UTM  17      -   0.99997218  x   1.00036888  =   1.00034105
 MC1450!UTM  16      -   0.99997218  x   1.00038527  =   1.00035744
 MC1450
 MC1450:                Primary Azimuth Mark                     Grid Az
 MC1450:SPC OH N     -  D 117                                    026 50 32.7
 MC1450:UTM  17      -  D 117                                    027 50 13.3
 MC1450:UTM  16      -  D 117                                    023 52 36.6
 MC1450
 MC1450|---------------------------------------------------------------------|
 MC1450| PID    Reference Object                     Distance      Geod. Az  |
 MC1450|                                                           dddmmss.s |
 MC1450| MC0637 D 117                               APPROX. 0.9 KM 0255202.6 |
 MC1450|---------------------------------------------------------------------|
 MC1450
 MC1450                          SUPERSEDED SURVEY CONTROL
 MC1450
 MC1450  NAD 83(1995)-  41 16 33.99160(N)    083 59 03.06190(W) AD(       ) 3
 MC1450  NAD 83(1986)-  41 16 33.99372(N)    083 59 03.06687(W) AD(       ) 3
 MC1450  NAD 27      -  41 16 33.80900(N)    083 59 03.26400(W) AD(       ) 3
 MC1450
 MC1450.Superseded values are not recommended for survey control.
 MC1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1450.See file dsdata.txt to determine how the superseded data were derived.
 MC1450
 MC1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5006173704(NAD 83)
 MC1450_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1450_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1450_STAMPING: HERMAN 1947
 MC1450_MARK LOGO: CGS   
 MC1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1450+STABILITY: SURFACE MOTION
 MC1450
 MC1450  HISTORY     - Date     Condition        Report By
 MC1450  HISTORY     - 1947     MONUMENTED       CGS
 MC1450  HISTORY     - 1963     GOOD             CGS
 MC1450  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 MC1450
 MC1450                          STATION DESCRIPTION
 MC1450
 MC1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1450'THE STATION IS LOCATED 2-1/4 MILES WEST AND 1-1/2 MILES SOUTH OF
 MC1450'WESTHOPE IN SECTION
 MC1450'30, RICHFIELD TOWNSHIP, ON THE HERMAN MEYER FARM.  IT IS AT
 MC1450'THE POINT OF INTERSECTION OF
 MC1450'THE EW 1/2-MILE AND THE NS 1/4-MILE LAND SUBDIVISION
 MC1450'LINES.  THESE LINES WILL PROBABLY BE MARKED BY
 MC1450'CULTIVATION
 MC1450'LINES.
 MC1450'
 MC1450'STATION IS 84.7 METERS N OF THE POINT OF INTERSECTION OF THE
 MC1450'CENTERLINE OF FIELD ROAD AND CULTIVATION LINE.
 MC1450'
 MC1450'A STANDARD DISK STAMPED HERMAN 1947 IS SET IN THE TOP OF A 10-INCH
 MC1450'DIAMETER CONCRETE
 MC1450'POST.  THE TOP OF THE POST IS FLUSH WITH THE GROUND
 MC1450'SURFACE.
 MC1450
 MC1450                          STATION RECOVERY (1963)
 MC1450
 MC1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1450'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1450'EXCEPTIONS--THE FIELD ROAD IS GONE, THE EAST-WEST CULTIVATED LINE IS
 MC1450'GONE, THE TREE MARKED NO. 2 IS GONE AND THE CONCRETE MONUMENT IS
 MC1450'SURROUNDED BY A CONCRETE CAMERA TARGET 8 FEET IN DIAMETER.
 MC1450
 MC1450                          STATION RECOVERY (1984)
 MC1450
 MC1450'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1450'HERMAN 1947 SEE BELOW.
 MC1450'
 MC1450'MARK DESTROYED.  MARK IS BEING USED AS A BRIDGE SUPPORT FOR A FARMERS
 MC1450'SMALL BRIDGE OVER A CULVERT NEAR STATION.
 MC1450'
 MC1450'HE USED CEMENT AND ALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3323 ***********************************************************************
 AE3323  DESIGNATION -  HERMAN
 AE3323  PID         -  AE3323
 AE3323  STATE/COUNTY-  OH/MONTGOMERY
 AE3323  USGS QUAD   -  MIAMISBURG (1987)
 AE3323
 AE3323                         *CURRENT SURVEY CONTROL
 AE3323  ___________________________________________________________________
 AE3323* NAD 83(1995)-  39 41 58.14965(N)    084 17 19.87915(W)     ADJUSTED  
 AE3323* NAVD 88     -       255.4    (meters)     838.     (feet)  GPS OBS   
 AE3323  ___________________________________________________________________
 AE3323  X           -     489,034.117 (meters)                     COMP
 AE3323  Y           -  -4,889,865.756 (meters)                     COMP
 AE3323  Z           -   4,052,511.026 (meters)                     COMP
 AE3323  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 AE3323  ELLIP HEIGHT-         222.11  (meters)          (10/07/05) GPS OBS
 AE3323  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AE3323
 AE3323  HORZ ORDER  -  FIRST
 AE3323  ELLP ORDER  -  FOURTH    CLASS I
 AE3323
 AE3323.The horizontal coordinates were established by GPS observations
 AE3323.and adjusted by the National Geodetic Survey in September 1997..
 AE3323
 AE3323.The orthometric height was determined by GPS observations and a
 AE3323.high-resolution geoid model.
 AE3323
 AE3323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3323
 AE3323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3323
 AE3323.The ellipsoidal height was determined by GPS observations
 AE3323.and is referenced to NAD 83.
 AE3323
 AE3323.The geoid height was determined by GEOID03.
 AE3323
 AE3323;                    North         East     Units Scale Factor Converg.
 AE3323;SPC OH S     -   190,186.915   446,592.769   MT  0.99995099   -1 08 06.2
 AE3323;UTM  16      - 4,397,918.332   732,449.920   MT  1.00026528   +1 43 57.2
 AE3323
 AE3323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3323!SPC OH S     -   0.99996516  x   0.99995099  =   0.99991615
 AE3323!UTM  16      -   0.99996516  x   1.00026528  =   1.00023043
 AE3323
 AE3323:                Primary Azimuth Mark                     Grid Az
 AE3323:SPC OH S     -  HERMAN AZ MK                             032 34 24.3
 AE3323:UTM  16      -  HERMAN AZ MK                             029 42 20.9
 AE3323
 AE3323|---------------------------------------------------------------------|
 AE3323| PID    Reference Object                     Distance      Geod. Az  |
 AE3323|                                                           dddmmss.s |
 AE3323| AE3328 HERMAN AZ MK                        410.088 METERS 0312618.1 |
 AE3323|---------------------------------------------------------------------|
 AE3323
 AE3323                          SUPERSEDED SURVEY CONTROL
 AE3323
 AE3323  ELLIP H (09/11/97)  222.19   (m)                       GP(       ) 4 1
 AE3323
 AE3323.Superseded values are not recommended for survey control.
 AE3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3323.See file dsdata.txt to determine how the superseded data were derived.
 AE3323
 AE3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3245097918(NAD 83)
 AE3323_MARKER: DD = SURVEY DISK
 AE3323_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3323_STAMPING: HERMAN
 AE3323_MARK LOGO: CODDOP
 AE3323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3323+STABILITY: SURFACE MOTION
 AE3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3323+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3323
 AE3323  HISTORY     - Date     Condition        Report By
 AE3323  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3323
 AE3323                          STATION DESCRIPTION
 AE3323
 AE3323'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3323'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3323'STATE ROUTE 4 AND STATE ROUTE 725 IN MONTGOMERY COUNTY GO NORTHEAST
 AE3323'ALONG STATE ROUTE 4 FOR 4.6 MI (7.4 KM) TO THE STATION ON RIGHT.
 AE3323'STATION IS A BRONZE DISK IN CONCRETE INSCRIBED CITY OF DAYTON
 AE3323'DEPARTMENT OF PLANNING, STAMPED HERMAN, AND IS FLUSH WITH THE SURFACE
 AE3323'OF GROUND. STATION IS LOCATED ON THE PROPERTY OF HOUSE NO. 5896, 31.4
 AE3323'FT (9.6 M) EAST FROM THE CENTRERLINE OF SR 4, 35.0 FT (10.7 M) SOUTH
 AE3323'FROM THE CENTERLINE OF AN ASPHALT DRIVE, AND 37.0 FT (11.3 M)
 AE3323'NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE3328 ***********************************************************************
 AE3328  DESIGNATION -  HERMAN AZ MK
 AE3328  PID         -  AE3328
 AE3328  STATE/COUNTY-  OH/MONTGOMERY
 AE3328  USGS QUAD   -  MIAMISBURG (1987)
 AE3328
 AE3328                         *CURRENT SURVEY CONTROL
 AE3328  ___________________________________________________________________
 AE3328* NAD 83(1995)-  39 42 09.49431(N)    084 17 10.90071(W)     ADJUSTED  
 AE3328* NAVD 88     -       253.1    (meters)     830.     (feet)  GPS OBS   
 AE3328  ___________________________________________________________________
 AE3328  X           -     489,224.540 (meters)                     COMP
 AE3328  Y           -  -4,889,620.322 (meters)                     COMP
 AE3328  Z           -   4,052,778.776 (meters)                     COMP
 AE3328  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AE3328  ELLIP HEIGHT-         219.83  (meters)          (10/07/05) GPS OBS
 AE3328  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 AE3328
 AE3328  HORZ ORDER  -  FIRST
 AE3328  ELLP ORDER  -  FOURTH    CLASS I
 AE3328
 AE3328.The horizontal coordinates were established by GPS observations
 AE3328.and adjusted by the National Geodetic Survey in September 1997..
 AE3328
 AE3328.The orthometric height was determined by GPS observations and a
 AE3328.high-resolution geoid model.
 AE3328
 AE3328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3328
 AE3328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3328
 AE3328.The ellipsoidal height was determined by GPS observations
 AE3328.and is referenced to NAD 83.
 AE3328
 AE3328.The geoid height was determined by GEOID03.
 AE3328
 AE3328;                    North         East     Units Scale Factor Converg.
 AE3328;SPC OH S     -   190,532.480   446,813.541   MT  0.99995130   -1 08 00.5
 AE3328;UTM  16      - 4,398,274.621   732,653.191   MT  1.00026644   +1 44 03.3
 AE3328
 AE3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3328!SPC OH S     -   0.99996551  x   0.99995130  =   0.99991682
 AE3328!UTM  16      -   0.99996551  x   1.00026644  =   1.00023194
 AE3328
 AE3328:                Primary Azimuth Mark                     Grid Az
 AE3328:SPC OH S     -  HERMAN                                   212 34 24.4
 AE3328:UTM  16      -  HERMAN                                   209 42 20.6
 AE3328
 AE3328|---------------------------------------------------------------------|
 AE3328| PID    Reference Object                     Distance      Geod. Az  |
 AE3328|                                                           dddmmss.s |
 AE3328| AE3323 HERMAN                              410.088 METERS 2112623.9 |
 AE3328|---------------------------------------------------------------------|
 AE3328
 AE3328                          SUPERSEDED SURVEY CONTROL
 AE3328
 AE3328  ELLIP H (09/11/97)  219.92   (m)                       GP(       ) 4 1
 AE3328
 AE3328.Superseded values are not recommended for survey control.
 AE3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3328.See file dsdata.txt to determine how the superseded data were derived.
 AE3328
 AE3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3265398275(NAD 83)
 AE3328_MARKER: DD = SURVEY DISK
 AE3328_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE3328_STAMPING: HERMAN AZ
 AE3328_MARK LOGO: CODDOP
 AE3328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3328+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3328
 AE3328  HISTORY     - Date     Condition        Report By
 AE3328  HISTORY     - 1996     MONUMENTED       WOOLPT
 AE3328
 AE3328                          STATION DESCRIPTION
 AE3328
 AE3328'DESCRIBED BY WOOLPERT CONSULTANTS 1996 (BBS)
 AE3328'DESCRIBED BY WOOLPERT 1996 TO REACH STATION FROM THE INTERSECTION OF
 AE3328'STATE ROUTE 4 AND STATE ROUTE 725 IN MONTGOMERY COUNTY GO NORTHEAST
 AE3328'ALONG STATE ROUTE 4 FOR 4.9 MI (7.9 KM) TO THE DAYTON FARMERSVILLE RD
 AE3328'AND STATION ON LEFT. STATION IS A BRONZE DISK IN CONCRETE INSCRIBED
 AE3328'CITY OF DAYTON DEPARTMENT OF PLANNING, STAMPED HERMAN AZ, AND IS FLUSH
 AE3328'WITH THE SURFACE OF GROUND. STATION IS LOCATED 36.6 FT (11.2 M) WEST
 AE3328'FROM THE CENTERLINE ON SR 4, 32.2 FT (9.8 M) NORTH FROM THE CENTERLINE
 AE3328'OF DAYTON FARMERVILLE RD, AND 93.6 FT (28.5 M) SOUTHWEST OF A POWER
 AE3328'POLE (NO. 27).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2265 ***********************************************************************
 JX2265  DESIGNATION -  HERRON
 JX2265  PID         -  JX2265
 JX2265  STATE/COUNTY-  OH/MUSKINGUM
 JX2265  USGS QUAD   -  NORWICH (1994)
 JX2265
 JX2265                         *CURRENT SURVEY CONTROL
 JX2265  ___________________________________________________________________
 JX2265* NAD 83(1995)-  39 54 29.80628(N)    081 45 18.14182(W)     ADJUSTED  
 JX2265* NAVD 88     -       323.1    (meters)    1060.     (feet)  GPS OBS   
 JX2265  ___________________________________________________________________
 JX2265  X           -     702,611.238 (meters)                     COMP
 JX2265  Y           -  -4,848,828.494 (meters)                     COMP
 JX2265  Z           -   4,070,364.432 (meters)                     COMP
 JX2265  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 JX2265  ELLIP HEIGHT-         289.21  (meters)          (10/07/05) GPS OBS
 JX2265  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 JX2265
 JX2265  HORZ ORDER  -  FIRST
 JX2265  ELLP ORDER  -  FOURTH    CLASS I
 JX2265
 JX2265.The horizontal coordinates were established by GPS observations
 JX2265.and adjusted by the National Geodetic Survey in April 1998..
 JX2265
 JX2265.The orthometric height was determined by GPS observations and a
 JX2265.high-resolution geoid model.
 JX2265
 JX2265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX2265
 JX2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2265
 JX2265.The ellipsoidal height was determined by GPS observations
 JX2265.and is referenced to NAD 83.
 JX2265
 JX2265.The geoid height was determined by GEOID03.
 JX2265
 JX2265;                    North         East     Units Scale Factor Converg.
 JX2265;SPC OH S     -   212,111.749   663,697.946   MT  0.99997765   +0 28 21.7
 JX2265;UTM  17      - 4,417,850.042   435,463.581   MT  0.99965127   -0 29 03.9
 JX2265
 JX2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2265!SPC OH S     -   0.99995463  x   0.99997765  =   0.99993228
 JX2265!UTM  17      -   0.99995463  x   0.99965127  =   0.99960592
 JX2265
 JX2265                          SUPERSEDED SURVEY CONTROL
 JX2265
 JX2265  ELLIP H (04/01/98)  289.28   (m)                       GP(       ) 4 1
 JX2265  NAD 83(1986)-  39 54 29.81235(N)    081 45 18.15038(W) AD(       ) 1
 JX2265  NAD 83(1986)-  39 54 29.81173(N)    081 45 18.15079(W) AD(       ) 2
 JX2265  NGVD 29 (09/19/90)  323.3    (m)         1061.     (f) GPS OBS        
 JX2265
 JX2265.Superseded values are not recommended for survey control.
 JX2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2265.See file dsdata.txt to determine how the superseded data were derived.
 JX2265
 JX2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME3546417850(NAD 83)
 JX2265_MARKER: DD = SURVEY DISK
 JX2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2265_SP_SET: CONCRETE POST
 JX2265_STAMPING: GPS 03
 JX2265_MARK LOGO: OH-119
 JX2265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JX2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2265+STABILITY: SURFACE MOTION
 JX2265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2265+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1992
 JX2265
 JX2265  HISTORY     - Date     Condition        Report By
 JX2265  HISTORY     - 1989     MONUMENTED       OH-119
 JX2265  HISTORY     - 19921217 GOOD             OH-119
 JX2265
 JX2265                          STATION DESCRIPTION
 JX2265
 JX2265'DESCRIBED BY MUSKINGUM COUNTY OHIO 1989
 JX2265'TO REACH FROM ZANESVILLE FROM THE INTERSECTION OF STATE ROUTES 60 AND
 JX2265'146, GO 16.9 KM (10.50 MI) E ON ROUTE 146 TO THE JUNCTION OF STATE
 JX2265'ROUTE 313, TURN NE ONTO ROUTE 313 FOR 6.94 KM (4.30 MI) TO THE STATION
 JX2265'LOCATION.
 JX2265'THE MARK IS SET IN A 0.20 M (0.7 FT) DIAMETER FLUSH CONCRETE MONUMENT.
 JX2265'IT IS 311.5 M (1022.0 FT) NE OF THE INTERSECTION OF STATE ROUTE 313
 JX2265'AND COUNTY ROAD 448 (HERRON ROAD), 1.67 KM (1.05 MI) SW OF THE
 JX2265'INTERSECTION OF STATE ROUTE 313 AND COUNTY ROAD 204 (PERL ROAD), 1.96
 JX2265'KM (1.20 MI) SW OF THE INTERSECTION OF STATE ROUTE 313 AND COUNTY ROAD
 JX2265'55 (RIX MILLS ROAD), 9.30 M (30.5 FT) SE OF THE CENTERLINE OF STATE
 JX2265'ROUTE 313, 2.3 M (7.5 FT) NW OF A WOVEN WIRE FENCE, AND 0.52 M
 JX2265'(1.7 FT) NW OF A WITNESS POST.
 JX2265
 JX2265                          STATION RECOVERY (1992)
 JX2265
 JX2265'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 JX2265'RECOVERED AS DESCRIBED.
 JX2265' 
 JX2265'TO REACH FROM ZANESVILLE FROM THE INTERSECTION OF STATE ROUTES 60 AND
 JX2265'146, GO 16.9 KM (10.50 MI) E ON ROUTE 146 TO THE JUNCTION OF STATE
 JX2265'ROUTE 313, TURN NE ONTO ROUTE 313 FOR 6.94 KM (4.30 MI) TO THE STATION
 JX2265'LOCATION.
 JX2265' 
 JX2265'THE MARK IS SET IN A 0.20 M (0.66 FT) DIAMTETER FLUSH CONCRETE
 JX2265'MONUMENT. IT IS 311.5 M (1022.0 FT) NE OF THE INTESECTION OF STATE
 JX2265'ROUTE 313 AND COUNTY ROAD 448 (HERRON ROAD), 1.67 KM (1.05 MI) SW OF
 JX2265'THE INTERSECTION OF STATE ROUTE 313 AND COUNTY ROAD 204 (PERL ROAD),
 JX2265'1.96 KM (1.20 MI) SW OF THE INTERSECTION OF STATE ROUTE 313 AND COUNTY
 JX2265'ROAD 55 (RIX MILLS ROAD), 9.30 M (30.51 FT) SE OF THE CENTERLINE OF
 JX2265'STATE ROUTE 313, 2.3 M (7.5 FT) NW OF A WOVEN WIRE FENCE, AND 0.52 M
 JX2265'(1.71 FT) NW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2998 ***********************************************************************
 KY2998  DESIGNATION -  HERSH
 KY2998  PID         -  KY2998
 KY2998  STATE/COUNTY-  OH/SUMMIT
 KY2998  USGS QUAD   -  NORTH CANTON (1994)
 KY2998
 KY2998                         *CURRENT SURVEY CONTROL
 KY2998  ___________________________________________________________________
 KY2998* NAD 83(1995)-  40 59 01.43529(N)    081 25 28.97243(W)     ADJUSTED  
 KY2998* NAVD 88     -       348.1    (meters)    1142.     (feet)  VERTCON   
 KY2998  ___________________________________________________________________
 KY2998  X           -     719,004.808 (meters)                     COMP
 KY2998  Y           -  -4,768,107.347 (meters)                     COMP
 KY2998  Z           -   4,161,265.960 (meters)                     COMP
 KY2998  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 KY2998  ELLIP HEIGHT-         314.71  (meters)          (10/07/05) GPS OBS
 KY2998  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KY2998
 KY2998  HORZ ORDER  -  FIRST
 KY2998  ELLP ORDER  -  FOURTH    CLASS I
 KY2998
 KY2998.The horizontal coordinates were established by GPS observations
 KY2998.and adjusted by the National Geodetic Survey in April 1998..
 KY2998
 KY2998.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY2998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY2998
 KY2998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY2998
 KY2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2998
 KY2998.The ellipsoidal height was determined by GPS observations
 KY2998.and is referenced to NAD 83.
 KY2998
 KY2998.The geoid height was determined by GEOID03.
 KY2998
 KY2998;                    North         East     Units Scale Factor Converg.
 KY2998;SPC OH N     -   146,812.379   690,483.877   MT  0.99994021   +0 42 23.1
 KY2998;UTM  17      - 4,537,038.013   464,272.028   MT  0.99961571   -0 16 42.8
 KY2998
 KY2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2998!SPC OH N     -   0.99995064  x   0.99994021  =   0.99989085
 KY2998!UTM  17      -   0.99995064  x   0.99961571  =   0.99956637
 KY2998
 KY2998                          SUPERSEDED SURVEY CONTROL
 KY2998
 KY2998  ELLIP H (04/01/98)  314.72   (m)                       GP(       ) 4 1
 KY2998  NAD 83(1986)-  40 59 01.44193(N)    081 25 28.97661(W) AD(       ) 1
 KY2998  NGVD 29 (07/20/87)  348.2    (m)         1142.     (f) GPS OBS        
 KY2998
 KY2998.Superseded values are not recommended for survey control.
 KY2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2998.See file dsdata.txt to determine how the superseded data were derived.
 KY2998
 KY2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6427237038(NAD 83)
 KY2998_MARKER: DS = TRIANGULATION STATION DISK
 KY2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2998_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2998+STABILITY: SURFACE MOTION
 KY2998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY2998+SATELLITE: SATELLITE OBSERVATIONS - 1983
 KY2998
 KY2998  HISTORY     - Date     Condition        Report By
 KY2998  HISTORY     - 1983     MONUMENTED       NGS
 KY2998
 KY2998                          STATION DESCRIPTION
 KY2998
 KY2998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY2998'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 KY2998'
 KY2998'THE STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTHEAST FROM AKRON, 1.6
 KY2998'KM (1 MI) NORTHWEST FROM UNIONTOWN AND JUST NORTH OF A GRAVEL PIT.
 KY2998'OWNERSHIP--MR. JAMES MARSH, 1355 MARTIN ROAD, MARODORE, OHIO  44260.
 KY2998'TELEPHONE NUMBER (216) 628-4056.
 KY2998'
 KY2998'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 8 AND
 KY2998'619 IN UNIONTOWN, GO NORTH ON ROUTE 8 FOR 1.0 KM (0.6 MI) TO A SIDE
 KY2998'ROAD LEFT.  TURN LEFT AND GO WEST ON SWITZER ROAD FOR 1.6 KM (1.0 MI)
 KY2998'TO A VACANT LOT ON THE LEFT.  TURN LEFT AND GO SOUTH ACROSS COUNTRY
 KY2998'FOR 0.2 KM (0.1 MI) TO THE HIGHEST POINT AND THE STATION 3.1 METERS
 KY2998'(10.2 FEET) WEST OF A WELL MARKED TRAIL.
 KY2998'
 KY2998'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 KY2998'---HERSH 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 KY2998'(12 INCHES) IN DIAMETER PROJECTING 10 CM (4 INCHES) ABOVE THE GROUND
 KY2998'LOCATED 3.1 METERS (10.2 FEET) W FROM A WELL MARKED FOOT TRAIL, 0.8
 KY2998'METER (2.6 FEET) N FROM A CARSONITE WITNESS POST, AND 5.3 METERS
 KY2998'(17.5 FEET) N FROM A BANK AT THE EDGE OF A GRAVEL PIT.
 KY2998'
 KY2998'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 KY2998'---HERSH 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 KY2998'(12 INCHES) IN DIAMETER PROJECTING 8 CM (3 INCHES) ABOVE THE GROUND
 KY2998'LOCATED 11.7 METERS (38.5 FEET) NE FROM THE CENTERLINE OF MYERSVILLE
 KY2998'ROAD, 5.3 METERS (17.4 FEET) SSE FROM A POWERLINE POLE NUMBERED 3732,
 KY2998'AND 0.9 METER (3.1 FEET) NNW FROM A CARSONITE WITNESS POST.
 KY2998'
 KY2998'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO SWITZER ROAD,
 KY2998'TURN LEFT AND GO WEST ON SWITZER ROAD FOR 0.6 KM (0.4 MI) TO A
 KY2998'T-INTERSECTION.  TURN LEFT AND GO SOUTH-SOUTHEAST ON MYERSVILLE ROAD
 KY2998'FOR 0.8 KM (0.5 MI) TO THE MARK ON THE LEFT ATOP A SMALL CUT BANK
 KY2998'ABOUT 3 METERS (10 FEET) HIGHER THAN THE ROAD AND ON A NARROW STRIP
 KY2998'OF GROUND BETWEEN A GRAVEL PIT AND MYERSVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2999 ***********************************************************************
 KY2999  DESIGNATION -  HERSH AZ MK
 KY2999  PID         -  KY2999
 KY2999  STATE/COUNTY-  OH/SUMMIT
 KY2999  USGS QUAD   -  NORTH CANTON (1994)
 KY2999
 KY2999                         *CURRENT SURVEY CONTROL
 KY2999  ___________________________________________________________________
 KY2999* NAD 83(1995)-  40 58 48.16860(N)    081 25 33.06925(W)     ADJUSTED  
 KY2999* NAVD 88     -       339.0    (meters)    1112.     (feet)  VERTCON   
 KY2999  ___________________________________________________________________
 KY2999  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 KY2999  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KY2999
 KY2999  HORZ ORDER  -  SECOND
 KY2999
 KY2999.The horizontal coordinates were established by classical geodetic methods
 KY2999.and adjusted by the National Geodetic Survey in April 1998..
 KY2999.No horizontal observational check was made to the station.
 KY2999
 KY2999.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY2999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY2999
 KY2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY2999
 KY2999.The geoid height was determined by GEOID03.
 KY2999
 KY2999;                    North         East     Units Scale Factor Converg.
 KY2999;SPC OH N     -   146,402.001   690,393.160   MT  0.99994031   +0 42 20.4
 KY2999;UTM  17      - 4,536,629.387   464,174.302   MT  0.99961580   -0 16 45.4
 KY2999
 KY2999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY2999!SPC OH N     -   0.99995204  x   0.99994031  =   0.99989236
 KY2999!UTM  17      -   0.99995204  x   0.99961580  =   0.99956786
 KY2999
 KY2999                          SUPERSEDED SURVEY CONTROL
 KY2999
 KY2999  NAD 83(1986)-  40 58 48.17526(N)    081 25 33.07359(W) AD(       ) 2
 KY2999  NGVD 29 (07/20/87)  339.2    (m)         1113.     (f) VERT ANG       
 KY2999
 KY2999.Superseded values are not recommended for survey control.
 KY2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2999.See file dsdata.txt to determine how the superseded data were derived.
 KY2999
 KY2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6417436629(NAD 83)
 KY2999_MARKER: DZ = AZIMUTH MARK DISK
 KY2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2999_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY2999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2999+STABILITY: SURFACE MOTION
 KY2999
 KY2999  HISTORY     - Date     Condition        Report By
 KY2999  HISTORY     - 1983     MONUMENTED       NGS
 KY2999
 KY2999                          STATION DESCRIPTION
 KY2999
 KY2999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY2999'THE STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTHEAST FROM AKRON, 1.6
 KY2999'KM (1.0 MI) NORTHWEST FROM UNIONTOWN, AND JUST SOUTHEAST FROM A
 KY2999'GRAVEL PIT.  OWNERSHIP--MR. JAMES MARSHALL, 1355 MARTIN ROAD,
 KY2999'MARADORE, OHIO  44260.  TELEPHONE (216) 628-4056.
 KY2999'
 KY2999'TO REACH FROM THE INTERSECTION OF STATE ROUTE 8 AND 619 IN UNIONTOWN,
 KY2999'GO NORTH ON ROUTE 8 FOR 1.0 KM (0.6 MI) TO A SIDE ROAD LEFT.  TURN
 KY2999'LEFT AND GO WEST ON SWITZER ROAD FOR 2.2 KM (1.4 MI) TO A
 KY2999'T-INTERSECTION.  TURN LEFT AND GO SOUTH-SOUTHEAST ON MYERSVILLE ROAD
 KY2999'FOR 0.8 KM (0.5 MI) TO THE STATION ON THE LEFT.
 KY2999'
 KY2999'THE STATION MARK IS A STANDARD NGS AZIMUTH DISK STAMPED---HERSH
 KY2999'1983--- AND SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST
 KY2999'PROJECTING ABOUT 8 CM (3 INCHES).  IT IS 11.7 METERS (38.5 FEET)
 KY2999'NORTHEAST FROM THE CENTERLINE OF MYERSVILLE ROAD AND ATOP A 3 METER
 KY2999'(10 FEET) HIGH CUT BANK, 5.3 METERS (17.4 FEET) SOUTH-SOUTHEAST OF A
 KY2999'POWERLINE POLE NUMBERED 3732, 1.0 METER (3.1 FEET) NORTH-NORTHWEST
 KY2999'FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2300 ***********************************************************************
 LA2300  DESIGNATION -  HESS
 LA2300  PID         -  LA2300
 LA2300  STATE/COUNTY-  OH/DARKE
 LA2300  USGS QUAD   -  OSGOOD (1984)
 LA2300
 LA2300                         *CURRENT SURVEY CONTROL
 LA2300  ___________________________________________________________________
 LA2300* NAD 83(1995)-  40 18 07.07053(N)    084 29 01.50724(W)     ADJUSTED  
 LA2300* NAVD 88     -       310.5    (meters)    1019.     (feet)  GPS OBS   
 LA2300  ___________________________________________________________________
 LA2300  X           -     468,268.377 (meters)                     COMP
 LA2300  Y           -  -4,848,740.213 (meters)                     COMP
 LA2300  Z           -   4,103,793.034 (meters)                     COMP
 LA2300  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 LA2300  ELLIP HEIGHT-         277.37  (meters)          (10/07/05) GPS OBS
 LA2300  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LA2300
 LA2300  HORZ ORDER  -  FIRST
 LA2300  ELLP ORDER  -  FOURTH    CLASS I
 LA2300
 LA2300.The horizontal coordinates were established by GPS observations
 LA2300.and adjusted by the National Geodetic Survey in September 1997..
 LA2300
 LA2300.The orthometric height was determined by GPS observations and a
 LA2300.high-resolution geoid model.
 LA2300
 LA2300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2300
 LA2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2300
 LA2300.The ellipsoidal height was determined by GPS observations
 LA2300.and is referenced to NAD 83.
 LA2300
 LA2300.The geoid height was determined by GEOID03.
 LA2300
 LA2300;                    North         East     Units Scale Factor Converg.
 LA2300;SPC OH S     -   257,415.742   431,351.044   MT  1.00006422   -1 15 31.4
 LA2300;SPC OH N     -    72,466.387   431,358.169   MT  1.00002776   -1 18 11.6
 LA2300;UTM  16      - 4,464,311.513   713,848.440   MT  1.00016297   +1 37 41.4
 LA2300
 LA2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2300!SPC OH S     -   0.99995649  x   1.00006422  =   1.00002071
 LA2300!SPC OH N     -   0.99995649  x   1.00002776  =   0.99998425
 LA2300!UTM  16      -   0.99995649  x   1.00016297  =   1.00011945
 LA2300
 LA2300:                Primary Azimuth Mark                     Grid Az
 LA2300:SPC OH S     -  MARIA STEIN ST JOHNS CATH CH             005 32 17.3
 LA2300:SPC OH N     -  MARIA STEIN ST JOHNS CATH CH             005 34 57.5
 LA2300:UTM  16      -  MARIA STEIN ST JOHNS CATH CH             002 39 04.5
 LA2300
 LA2300|---------------------------------------------------------------------|
 LA2300| PID    Reference Object                     Distance      Geod. Az  |
 LA2300|                                                           dddmmss.s |
 LA2300| LA2302 MARIA STEIN ST JOHNS CATH CH        APPROX.11.8 KM 0041645.9 |
 LA2300| LA2303 MINSTER ST AUGUSTINE N SPIRE        APPROX.13.5 KM 0403347.9 |
 LA2300| LA2304 MINSTER ST AUGUSTINE S SPIRE        APPROX.13.5 KM 0403633.5 |
 LA2300| LA2301 MINSTER MUNICIPAL TANK              APPROX.13.4 KM 0414944.6 |
 LA2300| CE6722 HESS AZ MK                                         0525220.5 |
 LA2300| LA2298 FT LORAMIE ST MICHAELS CATH CH      APPROX.11.0 KM 0601014.4 |
 LA2300| CE6723 HESS RM 1                            36.576 METERS 06406     |
 LA2300| CE6724 HESS RM 2                            27.359 METERS 16154     |
 LA2300| LA2296 VERSAILLES MUNICIPAL TANK           APPROX. 8.7 KM 1792627.7 |
 LA2300|---------------------------------------------------------------------|
 LA2300
 LA2300                          SUPERSEDED SURVEY CONTROL
 LA2300
 LA2300  ELLIP H (09/04/97)  277.38   (m)                       GP(       ) 4 1
 LA2300  NAD 83(1986)-  40 18 07.07424(N)    084 29 01.52005(W) AD(       ) 1
 LA2300  NAD 27      -  40 18 06.90500(N)    084 29 01.69200(W) AD(       ) 1
 LA2300
 LA2300.Superseded values are not recommended for survey control.
 LA2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2300.See file dsdata.txt to determine how the superseded data were derived.
 LA2300
 LA2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK1384864312(NAD 83)
 LA2300_MARKER: DS = TRIANGULATION STATION DISK
 LA2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA2300_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LA2300_STAMPING: HESS 1933
 LA2300_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA2300+STABILITY: SURFACE MOTION
 LA2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2300+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1995
 LA2300
 LA2300  HISTORY     - Date     Condition        Report By
 LA2300  HISTORY     - 1933     MONUMENTED       CGS
 LA2300  HISTORY     - 19950407 GOOD             ABW
 LA2300
 LA2300                          STATION DESCRIPTION
 LA2300
 LA2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 LA2300'ABOUT 5-1/2 MILES NORTH OF VERSAILLES, ON THE EAST SIDE OF A COUNTY
 LA2300'ROAD, IN THE FARMYARD AROUND THE FARM
 LA2300'BUILDINGS OWNED BY L.A. HESS, MARK IS 38 FEET EAST
 LA2300'OF THE CENTER LINE OF THE ROAD, 52
 LA2300'FEET NORTHWEST OF THE NORTHWEST
 LA2300'CORNER OF THE BARN, AND IS SET FLUSH.
 LA2300'
 LA2300'TO REACH THE STATION FROM VERSAILLES, GO NORTH ON MACADAM
 LA2300'ROAD 5.4 MILES TO
 LA2300'THE HESS HOUSE.
 LA2300'
 LA2300'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LA2300'BRONZE DISKS IN CONCRETE.
 LA2300'
 LA2300'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, AT
 LA2300'THE SOUTHWEST
 LA2300'CORNER OF THE GARDEN, 6 FEET NORTH OF THE NORTHWEST
 LA2300'CORNER OF THE HEN HOUSE, AND
 LA2300'PROJECTS 5 INCHES.  REFERENCE MARK
 LA2300'NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, AT THE
 LA2300'SOUTH EDGE OF THE
 LA2300'YARD, 15 FEET WEST OF THE SOUTHWEST CORNER OF THE BARN, AND
 LA2300'PROJECTS 10 INCHES.
 LA2300'
 LA2300'AZIMUTH MARK IS NORTHEAST OF THE STATION, AT THE NORTHEAST
 LA2300'CORNER OF A FIELD,
 LA2300'21 FEET SOUTH OF AN EAST-WEST ROAD, 3 FEET
 LA2300'WEST OF A CONCRETE CORNER POST, AND
 LA2300'PROJECTS 4 INCHES.  IT IS
 LA2300'REACHED BY GOING NORTH 0.3 MILE, THEN EAST 0.4 MILE.
 LA2300'
 LA2300'NO SUITABLE OBJECTS VISIBLE FROM THE GROUND.
 LA2300
 LA2300                          STATION RECOVERY (1995)
 LA2300
 LA2300'RECOVERY NOTE BY ABW MAPPING AND CONSULTING 1995 (GBW)
 LA2300'IN THE SOUTHEAST QUARTER OF SECTION 19, TOWN 11 NORTH, RANGE 4 EAST,
 LA2300'PATTERSON TOWNSHIP, DARKE COUNTY, OHIO.  TO REACH FROM THE TOWN OF
 LA2300'YORKSHIRE, TRAVEL SOUTH ON YORKSHIRE OSGOOD ROAD FOR 1.3 MILES (2.1
 LA2300'KM) TO ITS INTERSECTION WITH FOOTE ROAD, PROCEED EAST ON FOOTE ROAD
 LA2300'FOR 0.5 MILES (0.8 KM) TO ITS INTERSECTION WITH REED ROAD, PROCEED
 LA2300'SOUTH ON REED ROAD FOR 0.3 MILES (0.5 KM) TO THE SCHLECTY PROPERTY
 LA2300'(13101 REED ROAD) .  MARK IS 39 FEET (11.9 M) EAST OF THE CENTERLINE
 LA2300'OF REED ROAD, JUST SOUTH OF A STONE DRIVE, WEST OF A METAL BARN, 17.5
 LA2300'FEET (5.3 M) NORTH OF A METAL FLAG POLE, 120 FEET (36.6 M) SOUTHWEST
 LA2300'OF REFERENCE MARK 1 (FOUND IN GOOD CONDITION) , 89.7 FEET (27.3 M)
 LA2300'NORTHWEST OF REFERENCE MARK 2 (FOUND IN GOOD CONDITION) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7212 ***********************************************************************
 DF7212  DESIGNATION -  HI13
 DF7212  PID         -  DF7212
 DF7212  STATE/COUNTY-  OH/MEDINA
 DF7212  USGS QUAD   -  WEST RICHFIELD (1994)
 DF7212
 DF7212                         *CURRENT SURVEY CONTROL
 DF7212  ___________________________________________________________________
 DF7212* NAD 83(1995)-  41 14 23.29232(N)    081 43 34.06262(W)     ADJUSTED  
 DF7212* NAVD 88     -       270.3    (meters)     887.     (feet)  GPS OBS   
 DF7212  ___________________________________________________________________
 DF7212  X           -     691,212.083 (meters)                     COMP
 DF7212  Y           -  -4,753,260.324 (meters)                     COMP
 DF7212  Z           -   4,182,641.673 (meters)                     COMP
 DF7212  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 DF7212  ELLIP HEIGHT-         236.53  (meters)          (10/07/05) GPS OBS
 DF7212  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 DF7212
 DF7212  HORZ ORDER  -  FIRST
 DF7212  ELLP ORDER  -  FOURTH    CLASS II
 DF7212
 DF7212.The horizontal coordinates were established by GPS observations
 DF7212.and adjusted by the TERRASURV in August 2003..
 DF7212
 DF7212.The orthometric height was determined by GPS observations and a
 DF7212.high-resolution geoid model.
 DF7212
 DF7212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7212
 DF7212.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7212
 DF7212.The ellipsoidal height was determined by GPS observations
 DF7212.and is referenced to NAD 83.
 DF7212
 DF7212.The geoid height was determined by GEOID03.
 DF7212
 DF7212;                    North         East     Units Scale Factor Converg.
 DF7212;SPC OH N     -   174,978.959   664,868.760   MT  0.99994364   +0 30 30.2
 DF7212;UTM  17      - 4,565,632.250   439,153.136   MT  0.99964556   -0 28 43.3
 DF7212
 DF7212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7212!SPC OH N     -   0.99996290  x   0.99994364  =   0.99990654
 DF7212!UTM  17      -   0.99996290  x   0.99964556  =   0.99960847
 DF7212
 DF7212                          SUPERSEDED SURVEY CONTROL
 DF7212
 DF7212  ELLIP H (08/20/03)  236.55   (m)                       GP(       ) 4 2
 DF7212
 DF7212.Superseded values are not recommended for survey control.
 DF7212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7212.See file dsdata.txt to determine how the superseded data were derived.
 DF7212
 DF7212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3915365632(NAD 83)
 DF7212_MARKER: DD = SURVEY DISK
 DF7212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7212_STAMPING: HI13 2000
 DF7212_MARK LOGO: NONE  
 DF7212_PROJECTION: FLUSH
 DF7212_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DF7212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7212+STABILITY: SURFACE MOTION
 DF7212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7212+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2000
 DF7212
 DF7212  HISTORY     - Date     Condition        Report By
 DF7212  HISTORY     - 20000115 MONUMENTED       OH-103
 DF7212
 DF7212                          STATION DESCRIPTION
 DF7212
 DF7212'DESCRIBED BY MEDINA COUNTY OHIO 2000 (MAJ)
 DF7212'DESCRIBED BY MEDINA COUNTY SANITARY ENGINEER 2000
 DF7212'STATION IS LOCATED ABOUT 10.0 MI NORTHEAST OF MEDINA CITY AND
 DF7212'ABOUT 3.7 MI EAST OF BRUNSWICK CITY, IN MEDINA COUNTY, OHIO,
 DF7212'HINCKLEY TOWNSHIP, LOT 46.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DF7212' 
 DF7212'TO REACH FROM THE INTERSECTION OF INTERSTATE 71 AND S.R. 303 IN
 DF7212'BRUNSWICK, GO EAST ON S.R. 303 2.8 MI TO ITS INTERSECTION WITH S.R.
 DF7212'94/S.R. 3, CONTINUE EAST ON S.R. 303/S.R. 94 0.97 MI TO WHERE S.R. 94
 DF7212'SPLITS FROM S.R. 303, TURN LEFT AND GO NORTH ON S.R. 94 (RIVER ROAD)
 DF7212'0.03 MI TO THE STATION ON THE LEFT.
 DF7212' 
 DF7212'THE STATION MARK IS A STANDARD MEDINA COUNTY SANITARY ENGINEER
 DF7212'GPS SURVEY 3.5 INCH DIA BRONZE DISK STAMPED --HI13 2000-- SET IN A 12
 DF7212'INCH DIA 48 INCH DEEP CONCRETE MONUMENT WITH A 12 INCH PVC SLEEVE,
 DF7212'SET FLUSH WITH THE GROUND SURFACE.  STATION IS 24.5 FT WEST OF S.R.
 DF7212'94, 182.0 FT NORTH OF S.R. 303, 18.5 FT SOUTH OF A FIELD DRIVE, AND
 DF7212'1.0 FT
 DF7212'EAST OF AN ORANGE CARSONITE WITNESS POST.
 DF7212' 
 DF7212'NO REFERENCE MARKS OR AZIMUTH MARKS WERE SET FOR THIS STATION.
 DF7212' 
 DF7212'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7205 ***********************************************************************
 DF7205  DESIGNATION -  HI14
 DF7205  PID         -  DF7205
 DF7205  STATE/COUNTY-  OH/MEDINA
 DF7205  USGS QUAD   -  MEDINA (1994)
 DF7205
 DF7205                         *CURRENT SURVEY CONTROL
 DF7205  ___________________________________________________________________
 DF7205* NAD 83(1995)-  41 14 20.42656(N)    081 47 05.23095(W)     ADJUSTED  
 DF7205* NAVD 88     -       364.5    (meters)    1196.     (feet)  GPS OBS   
 DF7205  ___________________________________________________________________
 DF7205  X           -     686,363.916 (meters)                     COMP
 DF7205  Y           -  -4,754,093.298 (meters)                     COMP
 DF7205  Z           -   4,182,637.315 (meters)                     COMP
 DF7205  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DF7205  ELLIP HEIGHT-         330.77  (meters)          (10/07/05) GPS OBS
 DF7205  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DF7205
 DF7205  HORZ ORDER  -  FIRST
 DF7205  ELLP ORDER  -  FOURTH    CLASS II
 DF7205
 DF7205.The horizontal coordinates were established by GPS observations
 DF7205.and adjusted by the TERRASURV in August 2003..
 DF7205
 DF7205.The orthometric height was determined by GPS observations and a
 DF7205.high-resolution geoid model.
 DF7205
 DF7205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7205
 DF7205.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7205
 DF7205.The ellipsoidal height was determined by GPS observations
 DF7205.and is referenced to NAD 83.
 DF7205
 DF7205.The geoid height was determined by GEOID03.
 DF7205
 DF7205;                    North         East     Units Scale Factor Converg.
 DF7205;SPC OH N     -   174,848.584   659,952.681   MT  0.99994360   +0 28 11.5
 DF7205;UTM  17      - 4,565,586.602   434,236.987   MT  0.99965322   -0 31 02.5
 DF7205
 DF7205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7205!SPC OH N     -   0.99994812  x   0.99994360  =   0.99989172
 DF7205!UTM  17      -   0.99994812  x   0.99965322  =   0.99960136
 DF7205
 DF7205                          SUPERSEDED SURVEY CONTROL
 DF7205
 DF7205  ELLIP H (08/20/03)  330.80   (m)                       GP(       ) 4 2
 DF7205
 DF7205.Superseded values are not recommended for survey control.
 DF7205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7205.See file dsdata.txt to determine how the superseded data were derived.
 DF7205
 DF7205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3423765587(NAD 83)
 DF7205_MARKER: DD = SURVEY DISK
 DF7205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7205_STAMPING: HI14 2000
 DF7205_MARK LOGO: NONE  
 DF7205_PROJECTION: FLUSH
 DF7205_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7205+STABILITY: SURFACE MOTION
 DF7205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7205+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2000
 DF7205
 DF7205  HISTORY     - Date     Condition        Report By
 DF7205  HISTORY     - 20000115 MONUMENTED       OH-103
 DF7205
 DF7205                          STATION DESCRIPTION
 DF7205
 DF7205'DESCRIBED BY MEDINA COUNTY OHIO 2000 (MAJ)
 DF7205'DESCRIBED BY MEDINA COUNTY SANITARY ENGINEER 2000
 DF7205'STATION IS LOCATED ON THE EAST EDGE OF BRUNSWICK CITY, IN MEDINA
 DF7205'COUNTY, OHIO, HINCKLEY TOWNSHIP, LOT 41.  OWNERSHIP--ROAD
 DF7205'RIGHT-OF-WAY.
 DF7205' 
 DF7205'TO REACH FROM THE INTERSECTION OF INTERSTATE 71 AND S.R. 303 IN
 DF7205'BRUNSWICK, GO EAST ON S.R. 303 0.7 MI TO ITS INTERSECTION WITH
 DF7205'COUNTY ROAD 17 (WEST 130TH ST) AND THE STATION ON THE NORTHEAST
 DF7205'CORNER.
 DF7205' 
 DF7205'THE STATION MARK IS A STANDARD MEDINA COUNTY SANITARY ENGINEER
 DF7205'GPS SURVEY 3.5 INCH DIA BRONZE DISK STAMPED --HI14 2000-- SET IN A 12
 DF7205'INCH DIA 48 INCH DEEP CONCRETE MONUMENT WITH A 12 INCH PVC SLEEVE,
 DF7205'SET FLUSH WITH THE GROUND SURFACE.  STATION IS 39.4 FT EAST OF WEST
 DF7205'130TH ST, 217.0 FT NORTH OF S.R. 303, 14.3 FT SOUTH OF A POLE MARKED
 DF7205'--90200-1385--, AND 1.0 FT WEST OF AN ORANGE CARSONITE WITNESS POST.
 DF7205' 
 DF7205'NO REFERENCE MARKS OR AZIMUTH MARKS WERE SET FOR THIS STATION.
 DF7205' 
 DF7205' 
 DF7205'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DF7209 ***********************************************************************
 DF7209  DESIGNATION -  HI25
 DF7209  PID         -  DF7209
 DF7209  STATE/COUNTY-  OH/MEDINA
 DF7209  USGS QUAD   -  BROADVIEW HEIGHTS (1994)
 DF7209
 DF7209                         *CURRENT SURVEY CONTROL
 DF7209  ___________________________________________________________________
 DF7209* NAD 83(1995)-  41 16 28.31154(N)    081 44 40.77540(W)     ADJUSTED  
 DF7209* NAVD 88     -       271.6    (meters)     891.     (feet)  GPS OBS   
 DF7209  ___________________________________________________________________
 DF7209  X           -     689,309.623 (meters)                     COMP
 DF7209  Y           -  -4,750,967.481 (meters)                     COMP
 DF7209  Z           -   4,185,541.973 (meters)                     COMP
 DF7209  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DF7209  ELLIP HEIGHT-         237.76  (meters)          (10/07/05) GPS OBS
 DF7209  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 DF7209
 DF7209  HORZ ORDER  -  FIRST
 DF7209  ELLP ORDER  -  FOURTH    CLASS II
 DF7209
 DF7209.The horizontal coordinates were established by GPS observations
 DF7209.and adjusted by the TERRASURV in August 2003..
 DF7209
 DF7209.The orthometric height was determined by GPS observations and a
 DF7209.high-resolution geoid model.
 DF7209
 DF7209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7209
 DF7209.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7209
 DF7209.The ellipsoidal height was determined by GPS observations
 DF7209.and is referenced to NAD 83.
 DF7209
 DF7209.The geoid height was determined by GEOID03.
 DF7209
 DF7209;                    North         East     Units Scale Factor Converg.
 DF7209;SPC OH N     -   178,821.786   663,282.035   MT  0.99994564   +0 29 46.4
 DF7209;UTM  17      - 4,569,500.694   437,633.312   MT  0.99964787   -0 29 28.5
 DF7209
 DF7209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7209!SPC OH N     -   0.99996271  x   0.99994564  =   0.99990835
 DF7209!UTM  17      -   0.99996271  x   0.99964787  =   0.99961059
 DF7209
 DF7209                          SUPERSEDED SURVEY CONTROL
 DF7209
 DF7209  ELLIP H (08/20/03)  237.79   (m)                       GP(       ) 4 2
 DF7209
 DF7209.Superseded values are not recommended for survey control.
 DF7209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7209.See file dsdata.txt to determine how the superseded data were derived.
 DF7209
 DF7209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF3763369501(NAD 83)
 DF7209_MARKER: DD = SURVEY DISK
 DF7209_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DF7209_STAMPING: HI25 2000
 DF7209_MARK LOGO: NONE  
 DF7209_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7209+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DF7209
 DF7209  HISTORY     - Date     Condition        Report By
 DF7209  HISTORY     - 2000     MONUMENTED       OH-103
 DF7209
 DF7209                          STATION DESCRIPTION
 DF7209
 DF7209'DESCRIBED BY MEDINA COUNTY OHIO 2000 (MAJ)
 DF7209'DESCRIBED BY MEDINA COUNTY SANITARY ENGINEER 2000
 DF7209'STATION IS LOCATED ABOUT 5.6 MI EAST OF BRUNSWICK CITY, IN MEDINA
 DF7209'COUNTY, OHIO, HINCKLEY TOWNSHIP, LOT 5, AT THE MEDINA COUNTY
 DF7209'HINCKLEY WASTEWATER TREATMENT PLANT, 85 RIDGE ROAD.
 DF7209'OWNERSHIP--MEDINA COUNTY COMMISSIONERS.
 DF7209' 
 DF7209'TO REACH FROM THE INTERSECTION OF INTERSTATE 71 AND S.R. 303 IN
 DF7209'BRUNSWICK, GO EAST ON S.R. 303 2.8 MI TO ITS INTERSECTION WITH S.R.
 DF7209'94/S.R. 3 (RIDGE ROAD), TURN LEFT AND GO NORTH ON S.R. 3 2.55 MI TO
 DF7209'THE
 DF7209'STATION ON THE RIGHT.
 DF7209' 
 DF7209'THE STATION MARK IS A STANDARD MEDINA COUNTY SANITARY ENGINEER
 DF7209'GPS SURVEY 3.5 INCH DIA BRONZE DISK STAMPED --HI25 2000-- SET IN A
 DF7209'LARGE IRREGULAR MASS OF CONCRETE, APPROXIMATELY 4 FT BY 7 FT,
 DF7209'FLUSH WITH THE GROUND SURFACE.  STATION IS 47.8 FT EAST OF S.R. 3,
 DF7209'114.5 FT NORTH OF THE NORTH EDGE OF THE CONCRETE DRIVE TO THE
 DF7209'TREATMENT PLANT, 51.2 FT SOUTH OF A POLE MARKED --50CB/3-30--, 40.1 FT
 DF7209'NORTHEAST OF A POLE MARKED --60CB/3-1--, 22.3 FT EAST OF A POLE
 DF7209'MARKED --SOCB/3-32--, AND 23.6 FT EAST OF AN ORANGE CARSONITE
 DF7209'WITNESS POST.
 DF7209' 
 DF7209'NO REFERENCE MARKS OR AZIMUTH MARKS WERE SET FOR THIS STATION.
 DF7209' 
 DF7209'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1817 ***********************************************************************
 MD1817  DESIGNATION -  HICKSVILLE MUNICIPAL TANK
 MD1817  PID         -  MD1817
 MD1817  STATE/COUNTY-  OH/DEFIANCE
 MD1817  USGS QUAD   -  HICKSVILLE (1979)
 MD1817
 MD1817                         *CURRENT SURVEY CONTROL
 MD1817  ___________________________________________________________________
 MD1817* NAD 83(1995)-  41 17 35.07874(N)    084 45 50.25919(W)     ADJUSTED  
 MD1817* NAVD 88     -                                                        
 MD1817  ___________________________________________________________________
 MD1817  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 MD1817  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MD1817
 MD1817  HORZ ORDER  -  THIRD
 MD1817
 MD1817.The horizontal coordinates were established by classical geodetic methods
 MD1817.and adjusted by the National Geodetic Survey in April 1998..
 MD1817
 MD1817
 MD1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1817
 MD1817.The geoid height was determined by GEOID03.
 MD1817
 MD1817;                    North         East     Units Scale Factor Converg.
 MD1817;SPC OH N     -   183,068.412   410,398.839   MT  0.99994686   -1 29 14.3
 MD1817;SPC IN E     -   671,498.411   175,609.790   MT  1.00003700   +0 35 44.6
 MD1817;SPC IN E     - 2,203,074.37    576,146.45   sFT  1.00003700   +0 35 44.6
 MD1817;UTM  16      - 4,573,703.806   687,225.075   MT  1.00003141   +1 28 33.7
 MD1817
 MD1817                          SUPERSEDED SURVEY CONTROL
 MD1817
 MD1817  NAD 83(1995)-  41 17 35.07221(N)    084 45 50.26959(W) AD(       ) 4
 MD1817  NAD 83(1986)-  41 17 35.08044(N)    084 45 50.27582(W) AD(       ) 4
 MD1817  NAD 27      -  41 17 34.89900(N)    084 45 50.42400(W) AD(       ) 3
 MD1817
 MD1817.Superseded values are not recommended for survey control.
 MD1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1817.See file dsdata.txt to determine how the superseded data were derived.
 MD1817
 MD1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8722573704(NAD 83)
 MD1817
 MD1817  HISTORY     - Date     Condition        Report By
 MD1817  HISTORY     - 1947     MONUMENTED       CGS
 MD1817  HISTORY     - 1985     GOOD             USPSQD
 MD1817
 MD1817                          STATION DESCRIPTION
 MD1817
 MD1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1817'THIS IS AN INTERSECTION STATION.
 MD1817'
 MD1817'THE STATION IS LOCATED IN THE CENTER OF THE TOWN OF HICKSVILLE AND
 MD1817'200 FEET WEST OF THE
 MD1817'CENTER OF STATE HIGHWAY NO. 49.  IT IS A 6 LEGGED STEEL STRUCTURE
 MD1817'PAINTED SILVER AND APPROXIMATELY
 MD1817'140 FEET IN HEIGHT.  THE POINT OBSERVED ON WAS THE CENTER OF
 MD1817'THE TOP.
 MD1817
 MD1817                          STATION RECOVERY (1985)
 MD1817
 MD1817'RECOVERY NOTE BY US POWER SQUADRON 1985 (MS)
 MD1817'STATION FOUND GOOD.
 MD1817'
 MD1817'NO. 276 ON KEY TO NUMBERED STATIONS OHIO TRIANG. DIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD1822 ***********************************************************************
 MD1822  DESIGNATION -  HICKSVILLE OHIO PWR RAD MAST
 MD1822  PID         -  MD1822
 MD1822  STATE/COUNTY-  OH/DEFIANCE
 MD1822  USGS QUAD   -  HICKSVILLE (1979)
 MD1822
 MD1822                         *CURRENT SURVEY CONTROL
 MD1822  ___________________________________________________________________
 MD1822* NAD 83(1995)-  41 17 54.05094(N)    084 45 43.70296(W)     ADJUSTED  
 MD1822* NAVD 88     -                                                        
 MD1822  ___________________________________________________________________
 MD1822  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 MD1822  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MD1822
 MD1822  HORZ ORDER  -  THIRD
 MD1822
 MD1822.The horizontal coordinates were established by classical geodetic methods
 MD1822.and adjusted by the National Geodetic Survey in April 1998..
 MD1822
 MD1822
 MD1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1822
 MD1822.The geoid height was determined by GEOID03.
 MD1822
 MD1822;                    North         East     Units Scale Factor Converg.
 MD1822;SPC OH N     -   183,649.517   410,566.502   MT  0.99994722   -1 29 10.0
 MD1822;SPC IN E     -   672,085.279   175,756.233   MT  1.00003727   +0 35 49.2
 MD1822;SPC IN E     - 2,204,999.79    576,626.91   sFT  1.00003727   +0 35 49.2
 MD1822;UTM  16      - 4,574,292.851   687,362.483   MT  1.00003205   +1 28 38.5
 MD1822
 MD1822                          SUPERSEDED SURVEY CONTROL
 MD1822
 MD1822  NAD 83(1995)-  41 17 54.39816(N)    084 45 43.64926(W) AD(       ) 4
 MD1822  NAD 83(1986)-  41 17 54.00493(N)    084 45 43.72815(W) AD(       ) 4
 MD1822  NAD 27      -  41 17 53.81146(N)    084 45 43.87640(W) AD(       ) 3
 MD1822
 MD1822.Superseded values are not recommended for survey control.
 MD1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1822.See file dsdata.txt to determine how the superseded data were derived.
 MD1822
 MD1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL8736274293(NAD 83)
 MD1822_MARKER: 42 = RADIO/TV MAST
 MD1822
 MD1822  HISTORY     - Date     Condition        Report By
 MD1822  HISTORY     - 1970     FIRST OBSERVED   NGS
 MD1822
 MD1822                          STATION DESCRIPTION
 MD1822
 MD1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1822'THE HICKSVILLE OHIO POWER COMPANY RADIO MAST
 MD1822'950 IS LOCATED IN
 MD1822'THE WEST SECTION OF HICKSVILLE-
 MD1822'
 MD1822'THE MAST IS A TRIANGULAR SHAPED STEEL STRUCTURE, GUYED, PAINTED
 MD1822'ALTERNATELY RED
 MD1822'AND WHITE AND HAS AN OVERALL HEIGHT OF 275 FEET.  THE
 MD1822'POINT INTERSECTED WAS THE RED
 MD1822'LIGHT ATOP THE MAST.
 MD1822'
 MD1822'TO REACH THE MAST FROM THE INTERSECTION OF SOUTH MAPLE STREET AND
 MD1822'MAIN STREET, IN
 MD1822'HICKSVILLE, GO NORTHEAST ON MAIN STREET FOR 0.2 MILE,
 MD1822'TURN LEFT AND GO NORTHWEST FOR 0.1
 MD1822'MILE TO CROSS STREET, TURN LEFT AND
 MD1822'GO SOUTHWEST FOR 0.1 MILE, TURN RIGHT AND GO
 MD1822'NORTHWEST FOR 0.15 MILE
 MD1822'TO THE MAST ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6091 ***********************************************************************
 AB6091  CBN         -  This is a Cooperative Base Network Control Station.
 AB6091  DESIGNATION -  HIG
 AB6091  PID         -  AB6091
 AB6091  STATE/COUNTY-  OH/HIGHLAND
 AB6091  USGS QUAD   -  HILLSBORO (1986)
 AB6091
 AB6091                         *CURRENT SURVEY CONTROL
 AB6091  ___________________________________________________________________
 AB6091* NAD 83(1995)-  39 11 59.18086(N)    083 35 48.31433(W)     ADJUSTED  
 AB6091* NAVD 88     -       338.3    (meters)    1110.     (feet)  GPS OBS   
 AB6091  ___________________________________________________________________
 AB6091  X           -     552,002.715 (meters)                     COMP
 AB6091  Y           -  -4,918,699.464 (meters)                     COMP
 AB6091  Z           -   4,009,721.476 (meters)                     COMP
 AB6091  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AB6091  ELLIP HEIGHT-         305.54  (meters)          (03/08/05) GPS OBS
 AB6091  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AB6091
 AB6091  HORZ ORDER  -  B
 AB6091  ELLP ORDER  -  FOURTH    CLASS II
 AB6091
 AB6091.The horizontal coordinates were established by GPS observations
 AB6091.and adjusted by the National Geodetic Survey in August 1996..
 AB6091
 AB6091.The orthometric height was determined by GPS observations and a
 AB6091.high-resolution geoid model.
 AB6091
 AB6091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6091
 AB6091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6091
 AB6091.The ellipsoidal height was determined by GPS observations
 AB6091.and is referenced to NAD 83.
 AB6091
 AB6091.The geoid height was determined by GEOID03.
 AB6091
 AB6091;                    North         East     Units Scale Factor Converg.
 AB6091;SPC OH S     -   133,765.743   505,267.802   MT  0.99994107   -0 41 45.3
 AB6091;UTM  17      - 4,342,158.776   275,760.590   MT  1.00021918   -1 38 30.8
 AB6091
 AB6091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6091!SPC OH S     -   0.99995207  x   0.99994107  =   0.99989314
 AB6091!UTM  17      -   0.99995207  x   1.00021918  =   1.00017123
 AB6091
 AB6091                          SUPERSEDED SURVEY CONTROL
 AB6091
 AB6091  ELLIP H (08/20/96)  305.57   (m)                       GP(       ) 4 2
 AB6091
 AB6091.Superseded values are not recommended for survey control.
 AB6091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6091.See file dsdata.txt to determine how the superseded data were derived.
 AB6091
 AB6091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7576142159(NAD 83)
 AB6091_MARKER: DD = SURVEY DISK
 AB6091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6091_STAMPING: HIG 95
 AB6091_MARK LOGO: OHDT  
 AB6091_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB6091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6091+STABILITY: SURFACE MOTION
 AB6091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6091+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6091
 AB6091  HISTORY     - Date     Condition        Report By
 AB6091  HISTORY     - 1995     MONUMENTED       OHDT
 AB6091
 AB6091                          STATION DESCRIPTION
 AB6091
 AB6091'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995
 AB6091'STATION IS LOCATED IN HIGHLAND COUNTY, EAST OF HILLSBORO, AT THE ODOT
 AB6091'GARAGE FACILITY OFF OF SR 124.  83 MM ODOT SURVEY DISK SET IN TOP OF A
 AB6091'CONCRETE MONUMENT, 30.5 CM DIAMETER AND 1.1 M (3.6 FT) DEEP, RR SPIKES
 AB6091'WERE PLACED IN THE CONCRETE FOR DETECTION.  STAMPED --HIG 95--.  ON
 AB6091'THE SIDE OF A BANK AND 0.3 M (1.0 FT) WEST OF THE EAST PROPERTY LINE.
 AB6091'76.2 M (250.0 FT) SOUTHEAST FROM ODOT RADIO TOWER. 53.9 M (176.8 FT)
 AB6091'EAST-NORTHEAST FROM INTERSECTION OF SR 124 AND DRIVE ENTRANCE TO ODOT
 AB6091'FACILITY AND 0.3 M (1.0 FT) HIGHER THAN INTERSECTION.  70.4 M (231.0
 AB6091'FT) EAST-NORTHEAST FROM CATCH BASIN AT INTERSECTION OF SR 124 AND
 AB6091'BARRY STREET.  36.9 M (121.1 FT) NORTH FROM CENTERLINE OF SR 124.  7.5
 AB6091'M (24.6 FT) SOUTH-SOUTHWEST FROM WITNESS POST AND CHAIN LINK FENCE
 AB6091'CORNER.  OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION,
 AB6091'DISTRICT 9 DEPUTY DIRECTOR, 650 EASTERN AVENUE, CHILLICOTHE, OHIO
 AB6091'45601.  THE MARK IS ACCESSIBLE AT ALL TIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5688 ***********************************************************************
 AJ5688  DESIGNATION -  HIG001
 AJ5688  PID         -  AJ5688
 AJ5688  STATE/COUNTY-  OH/HIGHLAND
 AJ5688  USGS QUAD   -  GREENFIELD (1979)
 AJ5688
 AJ5688                         *CURRENT SURVEY CONTROL
 AJ5688  ___________________________________________________________________
 AJ5688* NAD 83(1995)-  39 22 22.59239(N)    083 28 32.85413(W)     ADJUSTED  
 AJ5688* NAVD 88     -       311.0    (meters)    1020.     (feet)  GPS OBS   
 AJ5688  ___________________________________________________________________
 AJ5688  X           -     561,000.051 (meters)                     COMP
 AJ5688  Y           -  -4,905,407.044 (meters)                     COMP
 AJ5688  Z           -   4,024,585.326 (meters)                     COMP
 AJ5688  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AJ5688  ELLIP HEIGHT-         278.41  (meters)          (10/07/05) GPS OBS
 AJ5688  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AJ5688
 AJ5688  HORZ ORDER  -  FIRST
 AJ5688  ELLP ORDER  -  FOURTH    CLASS I
 AJ5688
 AJ5688.The horizontal coordinates were established by GPS observations
 AJ5688.and adjusted by the National Geodetic Survey in September 2001..
 AJ5688
 AJ5688.The orthometric height was determined by GPS observations and a
 AJ5688.high-resolution geoid model.
 AJ5688
 AJ5688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5688
 AJ5688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5688
 AJ5688.The ellipsoidal height was determined by GPS observations
 AJ5688.and is referenced to NAD 83.
 AJ5688
 AJ5688.The geoid height was determined by GEOID03.
 AJ5688
 AJ5688;                    North         East     Units Scale Factor Converg.
 AJ5688;SPC OH S     -   152,869.004   515,923.140   MT  0.99993593   -0 37 09.0
 AJ5688;UTM  17      - 4,361,087.694   286,733.635   MT  1.00016003   -1 34 16.1
 AJ5688
 AJ5688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5688!SPC OH S     -   0.99995632  x   0.99993593  =   0.99989226
 AJ5688!UTM  17      -   0.99995632  x   1.00016003  =   1.00011635
 AJ5688
 AJ5688|---------------------------------------------------------------------|
 AJ5688| PID    Reference Object                     Distance      Geod. Az  |
 AJ5688|                                                           dddmmss.s |
 AJ5688| AJ5689 HIG001A                             346.912 METERS 03242     |
 AJ5688|---------------------------------------------------------------------|
 AJ5688
 AJ5688                          SUPERSEDED SURVEY CONTROL
 AJ5688
 AJ5688  ELLIP H (09/15/01)  278.39   (m)                       GP(       ) 4 1
 AJ5688
 AJ5688.Superseded values are not recommended for survey control.
 AJ5688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5688.See file dsdata.txt to determine how the superseded data were derived.
 AJ5688
 AJ5688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8673461088(NAD 83)
 AJ5688_MARKER: DD = SURVEY DISK
 AJ5688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5688_STAMPING: HIG001 2001
 AJ5688_PROJECTION: FLUSH
 AJ5688_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5688+STABILITY: SURFACE MOTION
 AJ5688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5688+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5688
 AJ5688  HISTORY     - Date     Condition        Report By
 AJ5688  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5688
 AJ5688                          STATION DESCRIPTION
 AJ5688
 AJ5688'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5688'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5688'APPROXIMATELY 5.0 MI NORTHWEST OF GREENFIELD, 15.0 MI NORTHEAST
 AJ5688'OF HILLSBORO, AND 21.O MI SOUTHEAST OF WILMINGTON.
 AJ5688' 
 AJ5688'TO REACH THE STATION FROM THE INTERSECTION OF SR 28 AND SR 771 IN
 AJ5688'LEESBURG, GO NORTHEAST ALONG SR 28 FOR 3.9 MI  TO W. MARTINBURG
 AJ5688'RD. TURN LEFT AND GO NORTHEAST ALONG W. MARTINBURG RD FOR 1.1 MI
 AJ5688'TO THE STATION LEFT.
 AJ5688' 
 AJ5688'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE MONUMENT,
 AJ5688'INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG001 2001 AND IS FLUSH
 AJ5688'WITH THE GROUND.  THE STATION IS LOCATED 25.2 FT EAST OF A FENCE
 AJ5688'POST, 66.0 FT NORTH OF MAILBOX NO.13135,  26.9 FT NORTHWEST OF THE
 AJ5688'CENTERLINE OF MARTINSBURG RD, AND 1.0 FT SOUTHEAST OF A CARSONITE
 AJ5688'WITNESS POST.
 AJ5688' 
 AJ5688' 
 AJ5688'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5689 ***********************************************************************
 AJ5689  DESIGNATION -  HIG001A
 AJ5689  PID         -  AJ5689
 AJ5689  STATE/COUNTY-  OH/HIGHLAND
 AJ5689  USGS QUAD   -  NEW MARTINSBURG (1960)
 AJ5689
 AJ5689                         *CURRENT SURVEY CONTROL
 AJ5689  ___________________________________________________________________
 AJ5689* NAD 83(1995)-  39 22 32.05922(N)    083 28 25.02568(W)     ADJUSTED  
 AJ5689* NAVD 88     -       309.2    (meters)    1014.     (feet)  GPS OBS   
 AJ5689  ___________________________________________________________________
 AJ5689  X           -     561,165.017 (meters)                     COMP
 AJ5689  Y           -  -4,905,200.348 (meters)                     COMP
 AJ5689  Z           -   4,024,809.880 (meters)                     COMP
 AJ5689  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AJ5689  ELLIP HEIGHT-         276.61  (meters)          (10/07/05) GPS OBS
 AJ5689  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AJ5689
 AJ5689  HORZ ORDER  -  FIRST
 AJ5689  ELLP ORDER  -  FOURTH    CLASS I
 AJ5689
 AJ5689.The horizontal coordinates were established by GPS observations
 AJ5689.and adjusted by the National Geodetic Survey in September 2001..
 AJ5689
 AJ5689.The orthometric height was determined by GPS observations and a
 AJ5689.high-resolution geoid model.
 AJ5689
 AJ5689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5689
 AJ5689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5689
 AJ5689.The ellipsoidal height was determined by GPS observations
 AJ5689.and is referenced to NAD 83.
 AJ5689
 AJ5689.The geoid height was determined by GEOID03.
 AJ5689
 AJ5689;                    North         East     Units Scale Factor Converg.
 AJ5689;SPC OH S     -   153,158.899   516,113.647   MT  0.99993592   -0 37 04.0
 AJ5689;UTM  17      - 4,361,374.448   286,928.976   MT  1.00015901   -1 34 11.5
 AJ5689
 AJ5689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5689!SPC OH S     -   0.99995660  x   0.99993592  =   0.99989253
 AJ5689!UTM  17      -   0.99995660  x   1.00015901  =   1.00011561
 AJ5689
 AJ5689|---------------------------------------------------------------------|
 AJ5689| PID    Reference Object                     Distance      Geod. Az  |
 AJ5689|                                                           dddmmss.s |
 AJ5689| AJ5688 HIG001                              346.912 METERS 21242     |
 AJ5689|---------------------------------------------------------------------|
 AJ5689
 AJ5689                          SUPERSEDED SURVEY CONTROL
 AJ5689
 AJ5689  ELLIP H (09/15/01)  276.59   (m)                       GP(       ) 4 1
 AJ5689
 AJ5689.Superseded values are not recommended for survey control.
 AJ5689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5689.See file dsdata.txt to determine how the superseded data were derived.
 AJ5689
 AJ5689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8692961374(NAD 83)
 AJ5689_MARKER: DD = SURVEY DISK
 AJ5689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5689_STAMPING: HIG001A 2001
 AJ5689_PROJECTION: FLUSH
 AJ5689_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5689+STABILITY: SURFACE MOTION
 AJ5689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5689+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5689
 AJ5689  HISTORY     - Date     Condition        Report By
 AJ5689  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5689
 AJ5689                          STATION DESCRIPTION
 AJ5689
 AJ5689'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5689'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5689'APPROXIMATELY 5.0 MI NORTHWEST OF GREENFIELD, 15.0 MI NORTHEAST
 AJ5689'OF HILLSBORO, AND 21.O MI SOUTHEAST OF WILMINGTON.
 AJ5689' 
 AJ5689'TO REACH THE STATION FROM THE INTERSECTION OF SR 28 AND SR 771 IN
 AJ5689'LEESBURG, GO NORTHEAST ALONG SR 28 FOR 3.9 MI  TO W. MARTINBURG
 AJ5689'RD. TURN LEFT AND GO NORTHEAST ALONG W. MARTINBURG RD FOR 1.3 MI
 AJ5689'TO THE STATION RIGHT.
 AJ5689' 
 AJ5689'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE MONUMENT,
 AJ5689'INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG001A 2001 AND IS FLUSH
 AJ5689'WITH THE GROUND.  THE STATION IS LOCATED 22.5 FT SOUTHEAST OF THE
 AJ5689'CENTERLINE OF W. MARTINSBURG RD, 24.7 FT SOUTHWEST OF A POWER
 AJ5689'POLE, 33.6 FT NORTHEAST OF THE EXTENDED CENTERLINE OF A GRAVEL
 AJ5689'DRIVE,  10.0 FT SOUTHEAST OF MAILBOX NO. 13255,  AND 1.0 FT SOUTHEAST
 AJ5689'OF A CARSONITE WITNESS POST.
 AJ5689' 
 AJ5689' 
 AJ5689'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5690 ***********************************************************************
 AJ5690  DESIGNATION -  HIG002
 AJ5690  PID         -  AJ5690
 AJ5690  STATE/COUNTY-  OH/HIGHLAND
 AJ5690  USGS QUAD   -  LEESBURG (1979)
 AJ5690
 AJ5690                         *CURRENT SURVEY CONTROL
 AJ5690  ___________________________________________________________________
 AJ5690* NAD 83(1995)-  39 20 37.29789(N)    083 32 39.17148(W)     ADJUSTED  
 AJ5690* NAVD 88     -       316.9    (meters)    1040.     (feet)  GPS OBS   
 AJ5690  ___________________________________________________________________
 AJ5690  X           -     555,373.774 (meters)                     COMP
 AJ5690  Y           -  -4,908,124.331 (meters)                     COMP
 AJ5690  Z           -   4,022,078.205 (meters)                     COMP
 AJ5690  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AJ5690  ELLIP HEIGHT-         284.30  (meters)          (10/07/05) GPS OBS
 AJ5690  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 AJ5690
 AJ5690  HORZ ORDER  -  FIRST
 AJ5690  ELLP ORDER  -  FOURTH    CLASS I
 AJ5690
 AJ5690.The horizontal coordinates were established by GPS observations
 AJ5690.and adjusted by the National Geodetic Survey in September 2001..
 AJ5690
 AJ5690.The orthometric height was determined by GPS observations and a
 AJ5690.high-resolution geoid model.
 AJ5690
 AJ5690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5690
 AJ5690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5690
 AJ5690.The ellipsoidal height was determined by GPS observations
 AJ5690.and is referenced to NAD 83.
 AJ5690
 AJ5690.The geoid height was determined by GEOID03.
 AJ5690
 AJ5690;                    North         East     Units Scale Factor Converg.
 AJ5690;SPC OH S     -   149,688.136   509,990.471   MT  0.99993616   -0 39 45.3
 AJ5690;UTM  17      - 4,358,005.045   280,747.527   MT  1.00019192   -1 36 49.0
 AJ5690
 AJ5690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5690!SPC OH S     -   0.99995540  x   0.99993616  =   0.99989156
 AJ5690!UTM  17      -   0.99995540  x   1.00019192  =   1.00014731
 AJ5690
 AJ5690|---------------------------------------------------------------------|
 AJ5690| PID    Reference Object                     Distance      Geod. Az  |
 AJ5690|                                                           dddmmss.s |
 AJ5690| AJ5691 HIG002A                             394.058 METERS 14607     |
 AJ5690|---------------------------------------------------------------------|
 AJ5690
 AJ5690                          SUPERSEDED SURVEY CONTROL
 AJ5690
 AJ5690  ELLIP H (09/15/01)  284.31   (m)                       GP(       ) 4 1
 AJ5690
 AJ5690.Superseded values are not recommended for survey control.
 AJ5690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5690.See file dsdata.txt to determine how the superseded data were derived.
 AJ5690
 AJ5690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8074858005(NAD 83)
 AJ5690_MARKER: DD = SURVEY DISK
 AJ5690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5690_STAMPING: HIG002 2001
 AJ5690_PROJECTION: FLUSH
 AJ5690_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5690+STABILITY: SURFACE MOTION
 AJ5690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5690+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5690
 AJ5690  HISTORY     - Date     Condition        Report By
 AJ5690  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5690
 AJ5690                          STATION DESCRIPTION
 AJ5690
 AJ5690'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5690'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5690'APPROXIMATELY 9.0 MI WEST OF GREENFIELD, 11.0 MI NORTHEAST OF
 AJ5690'HILLSBORO, AND 17.5 MI SOUTHEAST OF WILMINGTON.
 AJ5690' 
 AJ5690'TO REACH THE STATION FROM THE INTERSECTION OF SR 28 AND SR 771 IN
 AJ5690'LEESBURG, GO NORTHEAST ALONG SR 28 FOR 0.2 MI TO HIGH ST/ W.
 AJ5690'CENTERFIELD RD, TURN RIGHT AND GO SOUTHEAST ALONG HIGH ST/ W.
 AJ5690'CENTERFIELD RD FOR 0.5 MI TO THE STATION ON THE LEFT WHICH IS JUST
 AJ5690'BEYOND THE RAILROAD TRACKS.
 AJ5690' 
 AJ5690'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE MONUMENT,
 AJ5690'INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG002 2001 AND IS FLUSH
 AJ5690'WITH THE GROUND.  THE STATION IS LOCATED 19.9 FT NORTHEAST OF THE
 AJ5690'CENTER LINE OF CENTERFIELD RD, 17.4 FT NORTHWEST FROM POWER POLE
 AJ5690'NO.1300, 27.1 FT SOUTHEAST OF THE BRIDGE DECK'S EDGE OF PAVEMENT,
 AJ5690'AND 2.0 FT WEST OF A CARSONITE WITNESS POST.
 AJ5690' 
 AJ5690' 
 AJ5690'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5691 ***********************************************************************
 AJ5691  DESIGNATION -  HIG002A
 AJ5691  PID         -  AJ5691
 AJ5691  STATE/COUNTY-  OH/HIGHLAND
 AJ5691  USGS QUAD   -  LEESBURG (1979)
 AJ5691
 AJ5691                         *CURRENT SURVEY CONTROL
 AJ5691  ___________________________________________________________________
 AJ5691* NAD 83(1995)-  39 20 26.68932(N)    083 32 29.99891(W)     ADJUSTED  
 AJ5691* NAVD 88     -       312.9    (meters)    1027.     (feet)  GPS OBS   
 AJ5691  ___________________________________________________________________
 AJ5691  X           -     555,615.021 (meters)                     COMP
 AJ5691  Y           -  -4,908,302.668 (meters)                     COMP
 AJ5691  Z           -   4,021,822.652 (meters)                     COMP
 AJ5691  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AJ5691  ELLIP HEIGHT-         280.32  (meters)          (10/07/05) GPS OBS
 AJ5691  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 AJ5691
 AJ5691  HORZ ORDER  -  FIRST
 AJ5691  ELLP ORDER  -  FOURTH    CLASS I
 AJ5691
 AJ5691.The horizontal coordinates were established by GPS observations
 AJ5691.and adjusted by the National Geodetic Survey in September 2001..
 AJ5691
 AJ5691.The orthometric height was determined by GPS observations and a
 AJ5691.high-resolution geoid model.
 AJ5691
 AJ5691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5691
 AJ5691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5691
 AJ5691.The ellipsoidal height was determined by GPS observations
 AJ5691.and is referenced to NAD 83.
 AJ5691
 AJ5691.The geoid height was determined by GEOID03.
 AJ5691
 AJ5691;                    North         East     Units Scale Factor Converg.
 AJ5691;SPC OH S     -   149,358.480   510,206.316   MT  0.99993620   -0 39 39.4
 AJ5691;UTM  17      - 4,357,671.766   280,957.924   MT  1.00019078   -1 36 42.8
 AJ5691
 AJ5691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5691!SPC OH S     -   0.99995602  x   0.99993620  =   0.99989223
 AJ5691!UTM  17      -   0.99995602  x   1.00019078  =   1.00014679
 AJ5691
 AJ5691|---------------------------------------------------------------------|
 AJ5691| PID    Reference Object                     Distance      Geod. Az  |
 AJ5691|                                                           dddmmss.s |
 AJ5691| AJ5690 HIG002                              394.058 METERS 32607     |
 AJ5691|---------------------------------------------------------------------|
 AJ5691
 AJ5691                          SUPERSEDED SURVEY CONTROL
 AJ5691
 AJ5691  ELLIP H (09/15/01)  280.33   (m)                       GP(       ) 4 1
 AJ5691
 AJ5691.Superseded values are not recommended for survey control.
 AJ5691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5691.See file dsdata.txt to determine how the superseded data were derived.
 AJ5691
 AJ5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8095857672(NAD 83)
 AJ5691_MARKER: DD = SURVEY DISK
 AJ5691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5691_STAMPING: HIG002A 2001
 AJ5691_PROJECTION: FLUSH
 AJ5691_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5691+STABILITY: SURFACE MOTION
 AJ5691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5691+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5691
 AJ5691  HISTORY     - Date     Condition        Report By
 AJ5691  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5691
 AJ5691                          STATION DESCRIPTION
 AJ5691
 AJ5691'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5691'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5691'APPROXIMATELY 9.0 MI WEST OF GREENFIELD, 11.0 MI NORTHEAST OF
 AJ5691'HILLSBORO, AND 17.5 MI SOUTHEAST OF WILMINGTON.
 AJ5691' 
 AJ5691'TO REACH THE STATION FROM THE INTERSECTION OF SR 28 AND SR 771 IN
 AJ5691'LEESBURG, GO NORTHEAST ALONG SR 28 FOR 0.2 MI TO HIGH ST/ W.
 AJ5691'CENTERFIELD RD, TURN RIGHT AND GO SOUTHEAST ALONG HIGH ST/ W.
 AJ5691'CENTERFIELD RD FOR 0.75 MI TO THE STATION ON THE LEFT.
 AJ5691' 
 AJ5691'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5691'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG002A
 AJ5691'2001 AND IS FLUSH WITH THE GROUND.  THE STATION IS 36.5 FT
 AJ5691'SOUTHEAST OF A REDUCE SPEED 35 MPH AHEAD SIGN, 22.8 FT NORTHWEST
 AJ5691'OF THE CENTER LINE OF CENTERFIELD RD., 65.8 FT NORTHEAST OF A LEFT
 AJ5691'TURN 30 MPH SIGN, AND 1.3 FT WEST OF A CARSONITE WITNESS POST.
 AJ5691' 
 AJ5691' 
 AJ5691'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5692 ***********************************************************************
 AJ5692  DESIGNATION -  HIG003
 AJ5692  PID         -  AJ5692
 AJ5692  STATE/COUNTY-  OH/HIGHLAND
 AJ5692  USGS QUAD   -  GREENFIELD (1979)
 AJ5692
 AJ5692                         *CURRENT SURVEY CONTROL
 AJ5692  ___________________________________________________________________
 AJ5692* NAD 83(1995)-  39 21 07.46197(N)    083 28 35.34981(W)     ADJUSTED  
 AJ5692* NAVD 88     -       298.3    (meters)     979.     (feet)  GPS OBS   
 AJ5692  ___________________________________________________________________
 AJ5692  X           -     561,106.542 (meters)                     COMP
 AJ5692  Y           -  -4,906,864.131 (meters)                     COMP
 AJ5692  Z           -   4,022,785.831 (meters)                     COMP
 AJ5692  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AJ5692  ELLIP HEIGHT-         265.73  (meters)          (10/07/05) GPS OBS
 AJ5692  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 AJ5692
 AJ5692  HORZ ORDER  -  FIRST
 AJ5692  ELLP ORDER  -  FOURTH    CLASS I
 AJ5692
 AJ5692.The horizontal coordinates were established by GPS observations
 AJ5692.and adjusted by the National Geodetic Survey in September 2001..
 AJ5692
 AJ5692.The orthometric height was determined by GPS observations and a
 AJ5692.high-resolution geoid model.
 AJ5692
 AJ5692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5692
 AJ5692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5692
 AJ5692.The ellipsoidal height was determined by GPS observations
 AJ5692.and is referenced to NAD 83.
 AJ5692
 AJ5692.The geoid height was determined by GEOID03.
 AJ5692
 AJ5692;                    North         East     Units Scale Factor Converg.
 AJ5692;SPC OH S     -   150,552.944   515,838.356   MT  0.99993607   -0 37 10.6
 AJ5692;UTM  17      - 4,358,772.842   286,610.370   MT  1.00016068   -1 34 15.2
 AJ5692
 AJ5692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5692!SPC OH S     -   0.99995831  x   0.99993607  =   0.99989438
 AJ5692!UTM  17      -   0.99995831  x   1.00016068  =   1.00011898
 AJ5692
 AJ5692|---------------------------------------------------------------------|
 AJ5692| PID    Reference Object                     Distance      Geod. Az  |
 AJ5692|                                                           dddmmss.s |
 AJ5692| AJ5693 HIG003A                             385.405 METERS 16421     |
 AJ5692|---------------------------------------------------------------------|
 AJ5692
 AJ5692                          SUPERSEDED SURVEY CONTROL
 AJ5692
 AJ5692  ELLIP H (09/15/01)  265.71   (m)                       GP(       ) 4 1
 AJ5692
 AJ5692.Superseded values are not recommended for survey control.
 AJ5692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5692.See file dsdata.txt to determine how the superseded data were derived.
 AJ5692
 AJ5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8661058773(NAD 83)
 AJ5692_MARKER: DD = SURVEY DISK
 AJ5692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5692_STAMPING: HIG003 2001
 AJ5692_PROJECTION: FLUSH
 AJ5692_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5692+STABILITY: SURFACE MOTION
 AJ5692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5692+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5692
 AJ5692  HISTORY     - Date     Condition        Report By
 AJ5692  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5692
 AJ5692                          STATION DESCRIPTION
 AJ5692
 AJ5692'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5692'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5692'APPROXIMATELY 5.0 MI WEST OF GREENFIELD, 13.5 MI NORTHEAST OF
 AJ5692'HILLSBORO, AND 21.0 MI SOUTHEAST OF WILMINGTON.
 AJ5692' 
 AJ5692'TO REACH THE STATION FROM THE INTERSECTION OF SR 28 AND SR 771 IN
 AJ5692'LEESBURG, GO EAST ALONG SR 28 FOR 4.4 MI TO DUNN RD.  TURN RIGHT
 AJ5692'AND GO SOUTHEAST FOR 0.4 MI TO THE STATION ON THE RIGHT JUST
 AJ5692'BEFORE THE BRIDGE.
 AJ5692' 
 AJ5692'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5692'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG003 2001 AND
 AJ5692'IS FLUSH WITH THE GROUND.  THE STATION IS 15.75 FT WEST OF THE
 AJ5692'CENTERLINE OF DUNN RD, 102.7 FT NORTH OF THE FIRST POST ON THE
 AJ5692'GUARD RAIL, 136.5 FT SOUTH OF AN AMERITECH LINE MARKER, AND 14.1 FT
 AJ5692'EAST OF A CARSONITE WITNESS POST.
 AJ5692' 
 AJ5692' 
 AJ5692'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5693 ***********************************************************************
 AJ5693  DESIGNATION -  HIG003A
 AJ5693  PID         -  AJ5693
 AJ5693  STATE/COUNTY-  OH/HIGHLAND
 AJ5693  USGS QUAD   -  GREENFIELD (1979)
 AJ5693
 AJ5693                         *CURRENT SURVEY CONTROL
 AJ5693  ___________________________________________________________________
 AJ5693* NAD 83(1995)-  39 20 55.42795(N)    083 28 31.00855(W)     ADJUSTED  
 AJ5693* NAVD 88     -       289.5    (meters)     950.     (feet)  GPS OBS   
 AJ5693  ___________________________________________________________________
 AJ5693  X           -     561,235.783 (meters)                     COMP
 AJ5693  Y           -  -4,907,079.352 (meters)                     COMP
 AJ5693  Z           -   4,022,493.250 (meters)                     COMP
 AJ5693  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AJ5693  ELLIP HEIGHT-         256.92  (meters)          (10/07/05) GPS OBS
 AJ5693  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 AJ5693
 AJ5693  HORZ ORDER  -  FIRST
 AJ5693  ELLP ORDER  -  FOURTH    CLASS I
 AJ5693
 AJ5693.The horizontal coordinates were established by GPS observations
 AJ5693.and adjusted by the National Geodetic Survey in September 2001..
 AJ5693
 AJ5693.The orthometric height was determined by GPS observations and a
 AJ5693.high-resolution geoid model.
 AJ5693
 AJ5693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5693
 AJ5693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5693
 AJ5693.The ellipsoidal height was determined by GPS observations
 AJ5693.and is referenced to NAD 83.
 AJ5693
 AJ5693.The geoid height was determined by GEOID03.
 AJ5693
 AJ5693;                    North         East     Units Scale Factor Converg.
 AJ5693;SPC OH S     -   150,180.743   515,938.279   MT  0.99993610   -0 37 07.8
 AJ5693;UTM  17      - 4,358,398.950   286,704.121   MT  1.00016019   -1 34 12.1
 AJ5693
 AJ5693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5693!SPC OH S     -   0.99995969  x   0.99993610  =   0.99989580
 AJ5693!UTM  17      -   0.99995969  x   1.00016019  =   1.00011988
 AJ5693
 AJ5693|---------------------------------------------------------------------|
 AJ5693| PID    Reference Object                     Distance      Geod. Az  |
 AJ5693|                                                           dddmmss.s |
 AJ5693| AJ5692 HIG003                              385.405 METERS 34421     |
 AJ5693|---------------------------------------------------------------------|
 AJ5693
 AJ5693                          SUPERSEDED SURVEY CONTROL
 AJ5693
 AJ5693  ELLIP H (09/15/01)  256.91   (m)                       GP(       ) 4 1
 AJ5693
 AJ5693.Superseded values are not recommended for survey control.
 AJ5693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5693.See file dsdata.txt to determine how the superseded data were derived.
 AJ5693
 AJ5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8670458399(NAD 83)
 AJ5693_MARKER: DD = SURVEY DISK
 AJ5693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5693_STAMPING: HIG003A 2001
 AJ5693_PROJECTION: FLUSH
 AJ5693_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5693+STABILITY: SURFACE MOTION
 AJ5693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5693+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5693
 AJ5693  HISTORY     - Date     Condition        Report By
 AJ5693  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5693
 AJ5693                          STATION DESCRIPTION
 AJ5693
 AJ5693'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5693'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5693'APPROXIMATELY 5.0 MI WEST OF GREENFIELD, 13.5 MI NORTHEAST OF
 AJ5693'HILLSBORO, AND 21.0 MI SOUTHEAST OF WILMINGTON.
 AJ5693' 
 AJ5693'TO REACH THE STATION FROM THE INTERSECTION OF SR 28 AND SR 771 IN
 AJ5693'LEESBURG, GO EAST ALONG SR 28 FOR 4.4 MI TO DUNN RD.  TURN RIGHT
 AJ5693'AND GO SOUTHEAST ALONG DUNN RD FOR 0.65 MI TO THE STATION ON THE
 AJ5693'RIGHT.
 AJ5693' 
 AJ5693'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5693'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG003A 2001 AND
 AJ5693'IS FLUSH WITH THE GROUND.  THE STATION IS 12.9 FT WEST OF THE
 AJ5693'CENTERLINE OF DUNN RD, 23.5 FT NORTH OF POWER POLE NO. 409765, 86.2
 AJ5693'FT SOUTHWEST OF A UTILITY PEDISTAL, 90.1 FT SOUTH OF THE SOUTH
 AJ5693'EDGEOF
 AJ5693'WESTERN HEADWALL, AND 6.0 FT EAST OF A CARSONITE WITNESS POST.
 AJ5693' 
 AJ5693' 
 AJ5693'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5694 ***********************************************************************
 AJ5694  CBN         -  This is a Cooperative Base Network Control Station.
 AJ5694  DESIGNATION -  HIG004
 AJ5694  PID         -  AJ5694
 AJ5694  STATE/COUNTY-  OH/HIGHLAND
 AJ5694  USGS QUAD   -  GREENFIELD (1979)
 AJ5694
 AJ5694                         *CURRENT SURVEY CONTROL
 AJ5694  ___________________________________________________________________
 AJ5694* NAD 83(1995)-  39 21 08.08962(N)    083 22 46.36355(W)     ADJUSTED  
 AJ5694* NAVD 88     -       269.0    (meters)     883.     (feet)  GPS OBS   
 AJ5694  ___________________________________________________________________
 AJ5694  X           -     569,403.776 (meters)                     COMP
 AJ5694  Y           -  -4,905,872.902 (meters)                     COMP
 AJ5694  Z           -   4,022,782.093 (meters)                     COMP
 AJ5694  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 AJ5694  ELLIP HEIGHT-         236.23  (meters)          (09/23/04) GPS OBS
 AJ5694  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AJ5694
 AJ5694  HORZ ORDER  -  A
 AJ5694  ELLP ORDER  -  FOURTH    CLASS I
 AJ5694
 AJ5694.The horizontal coordinates were established by GPS observations
 AJ5694.and adjusted by the National Geodetic Survey in September 2004..
 AJ5694
 AJ5694.The orthometric height was determined by GPS observations and a
 AJ5694.high-resolution geoid model.
 AJ5694
 AJ5694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5694
 AJ5694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5694
 AJ5694.The ellipsoidal height was determined by GPS observations
 AJ5694.and is referenced to NAD 83.
 AJ5694
 AJ5694.The geoid height was determined by GEOID03.
 AJ5694
 AJ5694;                    North         East     Units Scale Factor Converg.
 AJ5694;SPC OH S     -   150,486.430   524,193.411   MT  0.99993606   -0 33 29.1
 AJ5694;UTM  17      - 4,358,567.583   294,964.864   MT  1.00011764   -1 30 33.7
 AJ5694
 AJ5694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5694!SPC OH S     -   0.99996294  x   0.99993606  =   0.99989900
 AJ5694!UTM  17      -   0.99996294  x   1.00011764  =   1.00008057
 AJ5694
 AJ5694|---------------------------------------------------------------------|
 AJ5694| PID    Reference Object                     Distance      Geod. Az  |
 AJ5694|                                                           dddmmss.s |
 AJ5694| AJ5695 HIG004A                             334.062 METERS 07509     |
 AJ5694|---------------------------------------------------------------------|
 AJ5694
 AJ5694                          SUPERSEDED SURVEY CONTROL
 AJ5694
 AJ5694  NAD 83(1995)-  39 21 08.08930(N)    083 22 46.36274(W) AD(       ) 1
 AJ5694  ELLIP H (09/15/01)  236.26   (m)                       GP(       ) 4 1
 AJ5694
 AJ5694.Superseded values are not recommended for survey control.
 AJ5694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5694.See file dsdata.txt to determine how the superseded data were derived.
 AJ5694
 AJ5694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9496558568(NAD 83)
 AJ5694_MARKER: DD = SURVEY DISK
 AJ5694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5694_STAMPING: HIG004 2001
 AJ5694_MARK LOGO: OH-071
 AJ5694_PROJECTION: FLUSH
 AJ5694_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5694+STABILITY: SURFACE MOTION
 AJ5694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5694+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 AJ5694
 AJ5694  HISTORY     - Date     Condition        Report By
 AJ5694  HISTORY     - 2001     MONUMENTED       WOOLPT
 AJ5694  HISTORY     - 20030610 GOOD             WOOLPT
 AJ5694
 AJ5694                          STATION DESCRIPTION
 AJ5694
 AJ5694'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5694'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5694'APPROXIMATELY 0.5 MI EAST OF GREENFIELD, 17.0 MI NORTHEAST OF
 AJ5694'HILLSBORO, AND 26.5 MI SOUTHEAST OF WILMINGTON.
 AJ5694' 
 AJ5694'TO REACH THE STATION FROM THE INTERSECTION OF SR 28, SR 753
 AJ5694'SOUTH AND SR 138 WEST IN GREENFIELD, GO EAST ALONG SR 28 FOR 0.6
 AJ5694'MI TO THE STATION ON THE RIGHT AT THE NORTHWEST CORNER OF
 AJ5694'MERCHANTS NATIONAL BANK.
 AJ5694' 
 AJ5694'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5694'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG004 2001 AND
 AJ5694'IS FLUSH WITH THE GROUND.  THE STATION IS 10.4 FT SOUTH OF THE BACK
 AJ5694'OF CURB ON SR 28, 7.6 FT WEST OF THE BACK OF THE CURB OF MERCHANT'S
 AJ5694'BANK, 13.8 FT EAST OF THE EDGE OF PAVEMENT FOR DETTY'S MARKET, AND
 AJ5694'1.6 FT NORTH OF A CARSONITE WITNESS POST.
 AJ5694' 
 AJ5694' 
 AJ5694' 
 AJ5694'
 AJ5694
 AJ5694                          STATION RECOVERY (2003)
 AJ5694
 AJ5694'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (GTF)
 AJ5694'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5695 ***********************************************************************
 AJ5695  DESIGNATION -  HIG004A
 AJ5695  PID         -  AJ5695
 AJ5695  STATE/COUNTY-  OH/HIGHLAND
 AJ5695  USGS QUAD   -  GREENFIELD (1979)
 AJ5695
 AJ5695                         *CURRENT SURVEY CONTROL
 AJ5695  ___________________________________________________________________
 AJ5695* NAD 83(1995)-  39 21 10.86683(N)    083 22 32.87752(W)     ADJUSTED  
 AJ5695* NAVD 88     -       264.4    (meters)     867.     (feet)  GPS OBS   
 AJ5695  ___________________________________________________________________
 AJ5695  X           -     569,717.862 (meters)                     COMP
 AJ5695  Y           -  -4,905,778.235 (meters)                     COMP
 AJ5695  Z           -   4,022,845.451 (meters)                     COMP
 AJ5695  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AJ5695  ELLIP HEIGHT-         231.70  (meters)          (10/07/05) GPS OBS
 AJ5695  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AJ5695
 AJ5695  HORZ ORDER  -  FIRST
 AJ5695  ELLP ORDER  -  FOURTH    CLASS I
 AJ5695
 AJ5695.The horizontal coordinates were established by GPS observations
 AJ5695.and adjusted by the National Geodetic Survey in September 2001..
 AJ5695
 AJ5695.The orthometric height was determined by GPS observations and a
 AJ5695.high-resolution geoid model.
 AJ5695
 AJ5695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5695
 AJ5695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5695
 AJ5695.The ellipsoidal height was determined by GPS observations
 AJ5695.and is referenced to NAD 83.
 AJ5695
 AJ5695.The geoid height was determined by GEOID03.
 AJ5695
 AJ5695;                    North         East     Units Scale Factor Converg.
 AJ5695;SPC OH S     -   150,568.930   524,517.103   MT  0.99993606   -0 33 20.6
 AJ5695;UTM  17      - 4,358,644.712   295,289.940   MT  1.00011600   -1 30 25.2
 AJ5695
 AJ5695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5695!SPC OH S     -   0.99996365  x   0.99993606  =   0.99989971
 AJ5695!UTM  17      -   0.99996365  x   1.00011600  =   1.00007965
 AJ5695
 AJ5695|---------------------------------------------------------------------|
 AJ5695| PID    Reference Object                     Distance      Geod. Az  |
 AJ5695|                                                           dddmmss.s |
 AJ5695| AJ5694 HIG004                              334.062 METERS 25509     |
 AJ5695|---------------------------------------------------------------------|
 AJ5695
 AJ5695                          SUPERSEDED SURVEY CONTROL
 AJ5695
 AJ5695  ELLIP H (09/15/01)  231.71   (m)                       GP(       ) 4 1
 AJ5695
 AJ5695.Superseded values are not recommended for survey control.
 AJ5695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5695.See file dsdata.txt to determine how the superseded data were derived.
 AJ5695
 AJ5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9529058645(NAD 83)
 AJ5695_MARKER: DD = SURVEY DISK
 AJ5695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5695_STAMPING: HIG004A 2001
 AJ5695_PROJECTION: FLUSH
 AJ5695_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5695+STABILITY: SURFACE MOTION
 AJ5695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5695+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5695
 AJ5695  HISTORY     - Date     Condition        Report By
 AJ5695  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5695
 AJ5695                          STATION DESCRIPTION
 AJ5695
 AJ5695'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5695'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5695'APPROXIMATELY 0.5 MI EAST OF GREENFIELD, 17.0 MI NORTHEAST OF
 AJ5695'HILLSBORO, AND 26.5 MI SOUTHEAST OF WILMINGTON.
 AJ5695' 
 AJ5695'TO REACH THE STATION FROM THE INTERSECTION OF SR 28, SR 753
 AJ5695'SOUTH AND SR 138 WEST IN GREENFIELD, GO EAST ALONG SR 28 FOR 0.85
 AJ5695'MI TO THE STATION ON THE LEFT JUST EAST OF THE COUNTY LINE AND THE
 AJ5695'BRIDGE OVER BUCKSKIN CREEK.
 AJ5695' 
 AJ5695'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5695'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG004A 2001 AND
 AJ5695'IS FLUSH WITH THE GROUND.  THE STATION IS 15.8 FT NORTH OF THE EDGE
 AJ5695'OF PAVEMENT OF SR 28, 80.9 FT SOUTHEAST OF A NORTH GATE POST, 3.3 FT
 AJ5695'SOUTHWEST OF A PERPENDICULAR GUARD RAIL, AND 3.5 FT SOUTHWEST OF
 AJ5695'A CARSONITE WITNESS POST.
 AJ5695' 
 AJ5695' 
 AJ5695'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5696 ***********************************************************************
 AJ5696  DESIGNATION -  HIG005
 AJ5696  PID         -  AJ5696
 AJ5696  STATE/COUNTY-  OH/HIGHLAND
 AJ5696  USGS QUAD   -  NEW VIENNA (1960)
 AJ5696
 AJ5696                         *CURRENT SURVEY CONTROL
 AJ5696  ___________________________________________________________________
 AJ5696* NAD 83(1995)-  39 17 43.53725(N)    083 43 45.81775(W)     ADJUSTED  
 AJ5696* NAVD 88     -       339.9    (meters)    1115.     (feet)  GPS OBS   
 AJ5696  ___________________________________________________________________
 AJ5696  X           -     539,880.701 (meters)                     COMP
 AJ5696  Y           -  -4,913,286.575 (meters)                     COMP
 AJ5696  Z           -   4,017,946.915 (meters)                     COMP
 AJ5696  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 AJ5696  ELLIP HEIGHT-         307.17  (meters)          (10/07/05) GPS OBS
 AJ5696  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 AJ5696
 AJ5696  HORZ ORDER  -  FIRST
 AJ5696  ELLP ORDER  -  FOURTH    CLASS I
 AJ5696
 AJ5696.The horizontal coordinates were established by GPS observations
 AJ5696.and adjusted by the National Geodetic Survey in September 2001..
 AJ5696
 AJ5696.The orthometric height was determined by GPS observations and a
 AJ5696.high-resolution geoid model.
 AJ5696
 AJ5696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5696
 AJ5696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5696
 AJ5696.The ellipsoidal height was determined by GPS observations
 AJ5696.and is referenced to NAD 83.
 AJ5696
 AJ5696.The geoid height was determined by GEOID03.
 AJ5696
 AJ5696;                    North         East     Units Scale Factor Converg.
 AJ5696;SPC OH S     -   144,531.266   493,956.268   MT  0.99993711   -0 46 48.3
 AJ5696;UTM  17      - 4,353,113.312   264,625.177   MT  1.00028219   -1 43 45.7
 AJ5696
 AJ5696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5696!SPC OH S     -   0.99995181  x   0.99993711  =   0.99988892
 AJ5696!UTM  17      -   0.99995181  x   1.00028219  =   1.00023399
 AJ5696
 AJ5696|---------------------------------------------------------------------|
 AJ5696| PID    Reference Object                     Distance      Geod. Az  |
 AJ5696|                                                           dddmmss.s |
 AJ5696| AJ5697 HIG005A                             386.436 METERS 17532     |
 AJ5696|---------------------------------------------------------------------|
 AJ5696
 AJ5696                          SUPERSEDED SURVEY CONTROL
 AJ5696
 AJ5696  ELLIP H (09/15/01)  307.20   (m)                       GP(       ) 4 1
 AJ5696
 AJ5696.Superseded values are not recommended for survey control.
 AJ5696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5696.See file dsdata.txt to determine how the superseded data were derived.
 AJ5696
 AJ5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6462553113(NAD 83)
 AJ5696_MARKER: DD = SURVEY DISK
 AJ5696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5696_STAMPING: HIG005 2001
 AJ5696_PROJECTION: FLUSH
 AJ5696_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5696+STABILITY: SURFACE MOTION
 AJ5696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5696+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5696
 AJ5696  HISTORY     - Date     Condition        Report By
 AJ5696  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5696
 AJ5696                          STATION DESCRIPTION
 AJ5696
 AJ5696'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5696'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5696'APPROXIMATELY 9.5 MI NORTHWEST OF HILLSBORO, 12.5 MI SOUTHEAST OF
 AJ5696'WILMINGTON, AND 20.0 MI SOUTHWEST OF GREENFIELD.
 AJ5696' 
 AJ5696'TO REACH THE STATION FROM LYNCHBURG, GO EAST ALONG SHARPSVILLE
 AJ5696'RD FOR 3.08 MI TO BALD KNOB RD, TURN LEFT AND GO NORTH FOR 0.55 MI
 AJ5696'TO SR 124, TURN LEFT AND GO NORTHWEST ALONG SR 124 FOR 0.3 MI TO
 AJ5696'HORSESHOE RD, TURN RIGHT AND GO NORTHEAST ALONG HORSESHOE RD
 AJ5696'FOR 1.65 MI TO FLEMMING RD, TURN LEFT AND GO NORTH ON FLEMMING RD
 AJ5696'FOR 0.23 MI TO THE STATION ON THE LEFT.
 AJ5696' 
 AJ5696'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5696'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG005 2001 AND
 AJ5696'IS FLUSH WITH THE GROUND. THE STATION IS 18.4 FT EAST OF THE CENTER
 AJ5696'LINE OF COUNTY RD 18, 88.8 FT NORTH OF A POWER POLE (SERVICE), 5.9 FT
 AJ5696'NORTHEAST OF THE CENTER LINE OF A 10 IN CMP DITCH DRAIN, AND 32.3 FT
 AJ5696'EAST OF A CARSONITE WITNESS POST.
 AJ5696' 
 AJ5696' 
 AJ5696'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5697 ***********************************************************************
 AJ5697  DESIGNATION -  HIG005A
 AJ5697  PID         -  AJ5697
 AJ5697  STATE/COUNTY-  OH/HIGHLAND
 AJ5697  USGS QUAD   -  NEW VIENNA (1960)
 AJ5697
 AJ5697                         *CURRENT SURVEY CONTROL
 AJ5697  ___________________________________________________________________
 AJ5697* NAD 83(1995)-  39 17 31.04456(N)    083 43 44.56310(W)     ADJUSTED  
 AJ5697* NAVD 88     -       337.6    (meters)    1108.     (feet)  GPS OBS   
 AJ5697  ___________________________________________________________________
 AJ5697  X           -     539,937.045 (meters)                     COMP
 AJ5697  Y           -  -4,913,524.068 (meters)                     COMP
 AJ5697  Z           -   4,017,647.291 (meters)                     COMP
 AJ5697  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 AJ5697  ELLIP HEIGHT-         304.88  (meters)          (10/07/05) GPS OBS
 AJ5697  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 AJ5697
 AJ5697  HORZ ORDER  -  FIRST
 AJ5697  ELLP ORDER  -  FOURTH    CLASS I
 AJ5697
 AJ5697.The horizontal coordinates were established by GPS observations
 AJ5697.and adjusted by the National Geodetic Survey in September 2001..
 AJ5697
 AJ5697.The orthometric height was determined by GPS observations and a
 AJ5697.high-resolution geoid model.
 AJ5697
 AJ5697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5697
 AJ5697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5697
 AJ5697.The ellipsoidal height was determined by GPS observations
 AJ5697.and is referenced to NAD 83.
 AJ5697
 AJ5697.The geoid height was determined by GEOID03.
 AJ5697
 AJ5697;                    North         East     Units Scale Factor Converg.
 AJ5697;SPC OH S     -   144,145.652   493,981.084   MT  0.99993720   -0 46 47.5
 AJ5697;UTM  17      - 4,352,727.206   264,643.608   MT  1.00028208   -1 43 44.5
 AJ5697
 AJ5697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5697!SPC OH S     -   0.99995217  x   0.99993720  =   0.99988937
 AJ5697!UTM  17      -   0.99995217  x   1.00028208  =   1.00023424
 AJ5697
 AJ5697|---------------------------------------------------------------------|
 AJ5697| PID    Reference Object                     Distance      Geod. Az  |
 AJ5697|                                                           dddmmss.s |
 AJ5697| AJ5696 HIG005                              386.436 METERS 35532     |
 AJ5697|---------------------------------------------------------------------|
 AJ5697
 AJ5697                          SUPERSEDED SURVEY CONTROL
 AJ5697
 AJ5697  ELLIP H (09/15/01)  304.90   (m)                       GP(       ) 4 1
 AJ5697
 AJ5697.Superseded values are not recommended for survey control.
 AJ5697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5697.See file dsdata.txt to determine how the superseded data were derived.
 AJ5697
 AJ5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6464452727(NAD 83)
 AJ5697_MARKER: DD = SURVEY DISK
 AJ5697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5697_STAMPING: HIG005A 2001
 AJ5697_PROJECTION: FLUSH
 AJ5697_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5697+STABILITY: SURFACE MOTION
 AJ5697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5697+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5697
 AJ5697  HISTORY     - Date     Condition        Report By
 AJ5697  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5697
 AJ5697                          STATION DESCRIPTION
 AJ5697
 AJ5697'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5697'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5697'APPROXIMATELY 9.5 MI NORTHWEST OF HILLSBORO, 12.5 MI SOUTHEAST OF
 AJ5697'WILMINGTON, AND 20.0 MI SOUTHWEST OF GREENFIELD.
 AJ5697' 
 AJ5697'TO REACH THE STATION FROM LYNCHBURG, GO EAST ALONG SHARPSVILLE
 AJ5697'RD FOR 3.08 MI TO BALD KNOB RD, TURN LEFT AND GO NORTH FOR 0.55 MI
 AJ5697'TO SR 124, TURN LEFT AND GO NORTHWEST ALONG SR 124 FOR 0.3 MI TO
 AJ5697'HORSESHOE RD, TURN RIGHT AND GO NORTHEAST ALONG HORSESHOE RD
 AJ5697'FOR 1.65 MI TO FLEMMING RD, TURN LEFT AND GO NORTH ON FLEMMING RD
 AJ5697'FOR 0.23 MI TO THE STATION ON THE LEFT.
 AJ5697' 
 AJ5697'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5697'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG005 2001 AND
 AJ5697'IS FLUSH WITH THE GROUND. THE STATION IS 31.8 FT SOUTH OF A SIGN
 AJ5697'CURVE AHEAD, 18.7 FT WEST OF THE CENTERLINE OF COUNTY RD 18, 1.04 FT
 AJ5697'EAST OF A WIRE FENCE, 262.0 FT NORTHWEST OF THE CENTERLINE OF A
 AJ5697'GRAVEL DRIVE ALONG COUNTY RD 18, AND 1.0 FT NORTHEAST OF A
 AJ5697'CARSONITE WITNESS POST.
 AJ5697' 
 AJ5697' 
 AJ5697'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5698 ***********************************************************************
 AJ5698  DESIGNATION -  HIG006
 AJ5698  PID         -  AJ5698
 AJ5698  STATE/COUNTY-  OH/HIGHLAND
 AJ5698  USGS QUAD   -  NEW VIENNA (1960)
 AJ5698
 AJ5698                         *CURRENT SURVEY CONTROL
 AJ5698  ___________________________________________________________________
 AJ5698* NAD 83(1995)-  39 16 25.10147(N)    083 38 27.25866(W)     ADJUSTED  
 AJ5698* NAVD 88     -       305.5    (meters)    1002.     (feet)  GPS OBS   
 AJ5698  ___________________________________________________________________
 AJ5698  X           -     547,634.919 (meters)                     COMP
 AJ5698  Y           -  -4,913,942.688 (meters)                     COMP
 AJ5698  Z           -   4,016,052.812 (meters)                     COMP
 AJ5698  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AJ5698  ELLIP HEIGHT-         272.79  (meters)          (10/07/05) GPS OBS
 AJ5698  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 AJ5698
 AJ5698  HORZ ORDER  -  FIRST
 AJ5698  ELLP ORDER  -  FOURTH    CLASS I
 AJ5698
 AJ5698.The horizontal coordinates were established by GPS observations
 AJ5698.and adjusted by the National Geodetic Survey in September 2001..
 AJ5698
 AJ5698.The orthometric height was determined by GPS observations and a
 AJ5698.high-resolution geoid model.
 AJ5698
 AJ5698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5698
 AJ5698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5698
 AJ5698.The ellipsoidal height was determined by GPS observations
 AJ5698.and is referenced to NAD 83.
 AJ5698
 AJ5698.The geoid height was determined by GEOID03.
 AJ5698
 AJ5698;                    North         East     Units Scale Factor Converg.
 AJ5698;SPC OH S     -   142,012.539   501,558.044   MT  0.99993777   -0 43 26.1
 AJ5698;UTM  17      - 4,350,468.183   272,186.640   MT  1.00023906   -1 40 20.9
 AJ5698
 AJ5698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5698!SPC OH S     -   0.99995720  x   0.99993777  =   0.99989498
 AJ5698!UTM  17      -   0.99995720  x   1.00023906  =   1.00019625
 AJ5698
 AJ5698|---------------------------------------------------------------------|
 AJ5698| PID    Reference Object                     Distance      Geod. Az  |
 AJ5698|                                                           dddmmss.s |
 AJ5698| AJ5699 HIG006A                             335.161 METERS 07711     |
 AJ5698|---------------------------------------------------------------------|
 AJ5698
 AJ5698                          SUPERSEDED SURVEY CONTROL
 AJ5698
 AJ5698  ELLIP H (09/15/01)  272.81   (m)                       GP(       ) 4 1
 AJ5698
 AJ5698.Superseded values are not recommended for survey control.
 AJ5698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5698.See file dsdata.txt to determine how the superseded data were derived.
 AJ5698
 AJ5698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7218750468(NAD 83)
 AJ5698_MARKER: DD = SURVEY DISK
 AJ5698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5698_STAMPING: HIG006 2001
 AJ5698_PROJECTION: FLUSH
 AJ5698_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5698+STABILITY: SURFACE MOTION
 AJ5698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5698+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5698
 AJ5698  HISTORY     - Date     Condition        Report By
 AJ5698  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5698
 AJ5698                          STATION DESCRIPTION
 AJ5698
 AJ5698'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5698'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5698'APPROXIMATELY 5.5 MI NORTHWEST OF HILLSBORO, 16.5 MI SOUTHEAST OF
 AJ5698'WILMINGTON, AND 15.0 MI SOUTHWEST OF GREENFIELD.
 AJ5698' 
 AJ5698'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 62 BY
 AJ5698'THE HILLSBORO COURTHOUSE, GO NORTH ALONG SR 62 FOR 0.4 MI TO SR
 AJ5698'73, TURN LEFT AND GO NORTHWEST ALONG SR 73 FOR 5.5 MI TO
 AJ5698'ROUNDHEAD RD, TURN RIGHT AND GO EAST ALONG ROUNDHEAD RD FOR
 AJ5698'1.2 MI TO THE STATION ON THE RIGHT.
 AJ5698' 
 AJ5698'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5698'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG006 2001 AND
 AJ5698'IS FLUSH WITH THE GROUND. THE STATION IS 24.5 FT SOUTH OF THE
 AJ5698'CENTERLINE OF ROUNDHEAD RD, 151.5 FT EAST OF A 30 IN DOUBLE TREE,
 AJ5698'114.7 FT WEST OF A CURVE AHEAD SIGN, AND 3.1 FT NORTH OF A CARSONITE
 AJ5698'WITNESS POST.
 AJ5698' 
 AJ5698' 
 AJ5698'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5699 ***********************************************************************
 AJ5699  DESIGNATION -  HIG006A
 AJ5699  PID         -  AJ5699
 AJ5699  STATE/COUNTY-  OH/HIGHLAND
 AJ5699  USGS QUAD   -  NEW VIENNA (1960)
 AJ5699
 AJ5699                         *CURRENT SURVEY CONTROL
 AJ5699  ___________________________________________________________________
 AJ5699* NAD 83(1995)-  39 16 27.51206(N)    083 38 13.62432(W)     ADJUSTED  
 AJ5699* NAVD 88     -       307.3    (meters)    1008.     (feet)  GPS OBS   
 AJ5699  ___________________________________________________________________
 AJ5699  X           -     547,954.679 (meters)                     COMP
 AJ5699  Y           -  -4,913,861.138 (meters)                     COMP
 AJ5699  Z           -   4,016,111.541 (meters)                     COMP
 AJ5699  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AJ5699  ELLIP HEIGHT-         274.65  (meters)          (10/07/05) GPS OBS
 AJ5699  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 AJ5699
 AJ5699  HORZ ORDER  -  FIRST
 AJ5699  ELLP ORDER  -  FOURTH    CLASS I
 AJ5699
 AJ5699.The horizontal coordinates were established by GPS observations
 AJ5699.and adjusted by the National Geodetic Survey in September 2001..
 AJ5699
 AJ5699.The orthometric height was determined by GPS observations and a
 AJ5699.high-resolution geoid model.
 AJ5699
 AJ5699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5699
 AJ5699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5699
 AJ5699.The ellipsoidal height was determined by GPS observations
 AJ5699.and is referenced to NAD 83.
 AJ5699
 AJ5699.The geoid height was determined by GEOID03.
 AJ5699
 AJ5699;                    North         East     Units Scale Factor Converg.
 AJ5699;SPC OH S     -   142,082.746   501,885.748   MT  0.99993774   -0 43 17.5
 AJ5699;UTM  17      - 4,350,532.975   272,515.561   MT  1.00023722   -1 40 12.4
 AJ5699
 AJ5699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5699!SPC OH S     -   0.99995691  x   0.99993774  =   0.99989465
 AJ5699!UTM  17      -   0.99995691  x   1.00023722  =   1.00019412
 AJ5699
 AJ5699|---------------------------------------------------------------------|
 AJ5699| PID    Reference Object                     Distance      Geod. Az  |
 AJ5699|                                                           dddmmss.s |
 AJ5699| AJ5698 HIG006                              335.161 METERS 25711     |
 AJ5699|---------------------------------------------------------------------|
 AJ5699
 AJ5699                          SUPERSEDED SURVEY CONTROL
 AJ5699
 AJ5699  ELLIP H (09/15/01)  274.68   (m)                       GP(       ) 4 1
 AJ5699
 AJ5699.Superseded values are not recommended for survey control.
 AJ5699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5699.See file dsdata.txt to determine how the superseded data were derived.
 AJ5699
 AJ5699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7251650533(NAD 83)
 AJ5699_MARKER: DD = SURVEY DISK
 AJ5699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5699_STAMPING: HIG006A 2001
 AJ5699_PROJECTION: FLUSH
 AJ5699_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5699+STABILITY: SURFACE MOTION
 AJ5699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5699+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5699
 AJ5699  HISTORY     - Date     Condition        Report By
 AJ5699  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5699
 AJ5699                          STATION DESCRIPTION
 AJ5699
 AJ5699'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5699'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5699'APPROXIMATELY 5.5 MI NORTHWEST OF HILLSBORO, 16.5 MI SOUTHEAST OF
 AJ5699'WILMINGTON, AND 15.0 MI SOUTHWEST OF GREENFIELD.
 AJ5699' 
 AJ5699'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 62 BY
 AJ5699'THE HILLSBORO COURTHOUSE, GO NORTH ALONG SR 62 FOR 0.4 MI TO SR
 AJ5699'73, TURN LEFT AND GO NORTHWEST ALONG SR 73 FOR 5.5 MI TO
 AJ5699'ROUNDHEAD RD, TURN RIGHT AND GO EAST ALONG ROUNDHEAD RD FOR
 AJ5699'1.45 MI TO THE STATION ON THE RIGHT.
 AJ5699' 
 AJ5699'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5699'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG006A 2001 AND
 AJ5699'IS FLUSH WITH THE GROUND. THE STATION IS 17.2 FT SOUTHWEST OF THE
 AJ5699'CENTERLINE OF ROUNDHEAD RD, 121.3 FT WEST OF THE EASTERN PART OF
 AJ5699'THE FENCE, 17.9 FT NORTH OF THE PERPENDICUALR PART OF THE FENCE,
 AJ5699'AND 17.7 FT NORTH OF A CARSONITE WITNESS POST.
 AJ5699' 
 AJ5699'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5700 ***********************************************************************
 AJ5700  DESIGNATION -  HIG007
 AJ5700  PID         -  AJ5700
 AJ5700  STATE/COUNTY-  OH/HIGHLAND
 AJ5700  USGS QUAD   -  GREENFIELD (1979)
 AJ5700
 AJ5700                         *CURRENT SURVEY CONTROL
 AJ5700  ___________________________________________________________________
 AJ5700* NAD 83(1995)-  39 17 42.49431(N)    083 29 30.80791(W)     ADJUSTED  
 AJ5700* NAVD 88     -       300.1    (meters)     985.     (feet)  GPS OBS   
 AJ5700  ___________________________________________________________________
 AJ5700  X           -     560,241.408 (meters)                     COMP
 AJ5700  Y           -  -4,910,996.152 (meters)                     COMP
 AJ5700  Z           -   4,017,896.868 (meters)                     COMP
 AJ5700  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AJ5700  ELLIP HEIGHT-         267.45  (meters)          (10/07/05) GPS OBS
 AJ5700  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 AJ5700
 AJ5700  HORZ ORDER  -  FIRST
 AJ5700  ELLP ORDER  -  FOURTH    CLASS I
 AJ5700
 AJ5700.The horizontal coordinates were established by GPS observations
 AJ5700.and adjusted by the National Geodetic Survey in September 2001..
 AJ5700
 AJ5700.The orthometric height was determined by GPS observations and a
 AJ5700.high-resolution geoid model.
 AJ5700
 AJ5700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5700
 AJ5700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5700
 AJ5700.The ellipsoidal height was determined by GPS observations
 AJ5700.and is referenced to NAD 83.
 AJ5700
 AJ5700.The geoid height was determined by GEOID03.
 AJ5700
 AJ5700;                    North         East     Units Scale Factor Converg.
 AJ5700;SPC OH S     -   144,247.129   514,441.248   MT  0.99993711   -0 37 45.7
 AJ5700;UTM  17      - 4,352,489.633   285,108.524   MT  1.00016861   -1 34 43.5
 AJ5700
 AJ5700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5700!SPC OH S     -   0.99995804  x   0.99993711  =   0.99989515
 AJ5700!UTM  17      -   0.99995804  x   1.00016861  =   1.00012664
 AJ5700
 AJ5700|---------------------------------------------------------------------|
 AJ5700| PID    Reference Object                     Distance      Geod. Az  |
 AJ5700|                                                           dddmmss.s |
 AJ5700| AJ5701 HIG007A                             326.591 METERS 13501     |
 AJ5700|---------------------------------------------------------------------|
 AJ5700
 AJ5700                          SUPERSEDED SURVEY CONTROL
 AJ5700
 AJ5700  ELLIP H (09/15/01)  267.46   (m)                       GP(       ) 4 1
 AJ5700
 AJ5700.Superseded values are not recommended for survey control.
 AJ5700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5700.See file dsdata.txt to determine how the superseded data were derived.
 AJ5700
 AJ5700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8510952490(NAD 83)
 AJ5700_MARKER: DD = SURVEY DISK
 AJ5700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5700_STAMPING: HIG007 2001
 AJ5700_PROJECTION: FLUSH
 AJ5700_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5700+STABILITY: SURFACE MOTION
 AJ5700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5700+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5700
 AJ5700  HISTORY     - Date     Condition        Report By
 AJ5700  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5700
 AJ5700                          STATION DESCRIPTION
 AJ5700
 AJ5700'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5700'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5700'APPROXIMATELY 9.5 MI NORTHEAST OF HILLSBORO, 22.0 MI SOUTHEAST OF
 AJ5700'WILMINGTON, AND 7.0 MI SOUTHWEST OF GREENFIELD.
 AJ5700' 
 AJ5700'TO REACH THE STATION FROM THE INTERSECTION OF SR 28, SR 753 SOUTH,
 AJ5700'AND SR 138 WEST IN GREENFIELD, GO SOUTH ALONG SR 753 AND SR 138
 AJ5700'FOR 0.3 MI TO THE Y INTERSECTION, TAKE THE Y RIGHT ALONG SR 138
 AJ5700'AND GO SOUTHWEST FOR 6.4 MI TO HARDINS CREEK RD, TURN RIGHT AND
 AJ5700'GO NORTHWEST ALONG HARDINS CREEK RD FOR 1.9 MI TO THE STATION ON
 AJ5700'THE LEFT.
 AJ5700' 
 AJ5700'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5700'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG007 2001 AND
 AJ5700'IS FLUSH WITH THE GROUND. THE STATION IS 25.7 FT SOUTHWEST OF THE
 AJ5700'CENTERLINE OF HARDINS CREEK RD, 71.4 FT SOUTH EAST OF PHONE
 AJ5700'PEDESTAL NO. 1209 20A, 80.9 FT SOUTH OF PHONE PEDESTAL NO. 1209 21A,
 AJ5700'AND 1.1 FT NORTH OF A CARSONITE WITNESS POST.
 AJ5700' 
 AJ5700' 
 AJ5700' 
 AJ5700' 
 AJ5700'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5701 ***********************************************************************
 AJ5701  DESIGNATION -  HIG007A
 AJ5701  PID         -  AJ5701
 AJ5701  STATE/COUNTY-  OH/HIGHLAND
 AJ5701  USGS QUAD   -  GREENFIELD (1979)
 AJ5701
 AJ5701                         *CURRENT SURVEY CONTROL
 AJ5701  ___________________________________________________________________
 AJ5701* NAD 83(1995)-  39 17 35.00369(N)    083 29 21.17365(W)     ADJUSTED  
 AJ5701* NAVD 88     -       299.8    (meters)     984.     (feet)  GPS OBS   
 AJ5701  ___________________________________________________________________
 AJ5701  X           -     560,487.352 (meters)                     COMP
 AJ5701  Y           -  -4,911,115.091 (meters)                     COMP
 AJ5701  Z           -   4,017,717.882 (meters)                     COMP
 AJ5701  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AJ5701  ELLIP HEIGHT-         267.13  (meters)          (10/07/05) GPS OBS
 AJ5701  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 AJ5701
 AJ5701  HORZ ORDER  -  FIRST
 AJ5701  ELLP ORDER  -  FOURTH    CLASS I
 AJ5701
 AJ5701.The horizontal coordinates were established by GPS observations
 AJ5701.and adjusted by the National Geodetic Survey in September 2001..
 AJ5701
 AJ5701.The orthometric height was determined by GPS observations and a
 AJ5701.high-resolution geoid model.
 AJ5701
 AJ5701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5701
 AJ5701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5701
 AJ5701.The ellipsoidal height was determined by GPS observations
 AJ5701.and is referenced to NAD 83.
 AJ5701
 AJ5701.The geoid height was determined by GEOID03.
 AJ5701
 AJ5701;                    North         East     Units Scale Factor Converg.
 AJ5701;SPC OH S     -   144,013.620   514,669.551   MT  0.99993717   -0 37 39.6
 AJ5701;UTM  17      - 4,352,252.319   285,332.978   MT  1.00016742   -1 34 37.2
 AJ5701
 AJ5701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5701!SPC OH S     -   0.99995809  x   0.99993717  =   0.99989526
 AJ5701!UTM  17      -   0.99995809  x   1.00016742  =   1.00012550
 AJ5701
 AJ5701|---------------------------------------------------------------------|
 AJ5701| PID    Reference Object                     Distance      Geod. Az  |
 AJ5701|                                                           dddmmss.s |
 AJ5701| AJ5700 HIG007                              326.591 METERS 31501     |
 AJ5701|---------------------------------------------------------------------|
 AJ5701
 AJ5701                          SUPERSEDED SURVEY CONTROL
 AJ5701
 AJ5701  ELLIP H (09/15/01)  267.14   (m)                       GP(       ) 4 1
 AJ5701
 AJ5701.Superseded values are not recommended for survey control.
 AJ5701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5701.See file dsdata.txt to determine how the superseded data were derived.
 AJ5701
 AJ5701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8533352252(NAD 83)
 AJ5701_MARKER: DD = SURVEY DISK
 AJ5701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5701_STAMPING: HIG007A 2001
 AJ5701_PROJECTION: FLUSH
 AJ5701_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5701+STABILITY: SURFACE MOTION
 AJ5701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5701+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5701
 AJ5701  HISTORY     - Date     Condition        Report By
 AJ5701  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5701
 AJ5701                          STATION DESCRIPTION
 AJ5701
 AJ5701'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5701'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5701'APPROXIMATELY 9.5 MI NORTHEAST OF HILLSBORO, 22.0 MI SOUTHEAST OF
 AJ5701'WILMINGTON, AND 7.0 MI SOUTHWEST OF GREENFIELD.
 AJ5701' 
 AJ5701'TO REACH THE STATION FROM THE INTERSECTION OF SR 28, SR 753 SOUTH,
 AJ5701'AND SR 138 WEST IN GREENFIELD, GO SOUTH ALONG SR 753 AND SR 138
 AJ5701'FOR 0.3 MI TO THE Y INTERSECTION, TAKE THE Y RIGHT ALONG SR 138
 AJ5701'AND GO SOUTHWEST FOR 6.4 MI TO HARDINS CREEK RD, TURN RIGHT AND
 AJ5701'GO NORTHWEST ALONG HARDINS CREEK RD FOR 1.7 MI TO THE STATION ON
 AJ5701'THE LEFT.
 AJ5701' 
 AJ5701'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5701'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG007A 2001 AND
 AJ5701'IS FLUSH WITH THE GROUND. THE STATION IS 199.1 FT NORTHWEST OF THE
 AJ5701'END OF THE FENCE, 25.5 FT SOUTHWEST OF THE CENTERLINE OF HARDINS
 AJ5701'RD, 177.2 FT SOUTHEAST OF THE SOUTH END OF A CMP, AND 6.1 FT SOUTH
 AJ5701'OF A CARSONITE WITNESS POST.
 AJ5701' 
 AJ5701' 
 AJ5701' 
 AJ5701'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5702 ***********************************************************************
 AJ5702  DESIGNATION -  HIG008
 AJ5702  PID         -  AJ5702
 AJ5702  STATE/COUNTY-  OH/HIGHLAND
 AJ5702  USGS QUAD   -  GREENFIELD (1979)
 AJ5702
 AJ5702                         *CURRENT SURVEY CONTROL
 AJ5702  ___________________________________________________________________
 AJ5702* NAD 83(1995)-  39 17 56.41603(N)    083 23 14.10399(W)     ADJUSTED  
 AJ5702* NAVD 88     -       267.7    (meters)     878.     (feet)  GPS OBS   
 AJ5702  ___________________________________________________________________
 AJ5702  X           -     569,175.266 (meters)                     COMP
 AJ5702  Y           -  -4,909,669.656 (meters)                     COMP
 AJ5702  Z           -   4,018,208.523 (meters)                     COMP
 AJ5702  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 AJ5702  ELLIP HEIGHT-         234.91  (meters)          (10/07/05) GPS OBS
 AJ5702  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ5702
 AJ5702  HORZ ORDER  -  FIRST
 AJ5702  ELLP ORDER  -  FOURTH    CLASS I
 AJ5702
 AJ5702.The horizontal coordinates were established by GPS observations
 AJ5702.and adjusted by the National Geodetic Survey in September 2001..
 AJ5702
 AJ5702.The orthometric height was determined by GPS observations and a
 AJ5702.high-resolution geoid model.
 AJ5702
 AJ5702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5702
 AJ5702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5702
 AJ5702.The ellipsoidal height was determined by GPS observations
 AJ5702.and is referenced to NAD 83.
 AJ5702
 AJ5702.The geoid height was determined by GEOID03.
 AJ5702
 AJ5702;                    North         East     Units Scale Factor Converg.
 AJ5702;SPC OH S     -   144,582.498   523,471.216   MT  0.99993701   -0 33 46.7
 AJ5702;UTM  17      - 4,352,675.362   294,144.688   MT  1.00012179   -1 30 45.1
 AJ5702
 AJ5702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5702!SPC OH S     -   0.99996315  x   0.99993701  =   0.99990016
 AJ5702!UTM  17      -   0.99996315  x   1.00012179  =   1.00008493
 AJ5702
 AJ5702|---------------------------------------------------------------------|
 AJ5702| PID    Reference Object                     Distance      Geod. Az  |
 AJ5702|                                                           dddmmss.s |
 AJ5702| AJ5703 HIG008A                             326.152 METERS 00039     |
 AJ5702|---------------------------------------------------------------------|
 AJ5702
 AJ5702                          SUPERSEDED SURVEY CONTROL
 AJ5702
 AJ5702  ELLIP H (09/15/01)  234.92   (m)                       GP(       ) 4 1
 AJ5702
 AJ5702.Superseded values are not recommended for survey control.
 AJ5702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5702.See file dsdata.txt to determine how the superseded data were derived.
 AJ5702
 AJ5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9414552675(NAD 83)
 AJ5702_MARKER: DD = SURVEY DISK
 AJ5702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5702_STAMPING: HIG008 2001
 AJ5702_PROJECTION: FLUSH
 AJ5702_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5702+STABILITY: SURFACE MOTION
 AJ5702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5702+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5702
 AJ5702  HISTORY     - Date     Condition        Report By
 AJ5702  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5702
 AJ5702                          STATION DESCRIPTION
 AJ5702
 AJ5702'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5702'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5702'APPROXIMATELY 14.5 MI NORTHEAST OF HILLSBORO, 27.5 MI SOUTHEAST OF
 AJ5702'WILMINGTON, AND 3.5 MI SOUTH OF GREENFIELD.
 AJ5702' 
 AJ5702'TO REACH THE STATION FROM THE INTERSECTION OF SR 28, SR 753 SOUTH,
 AJ5702'AND SR 138 WEST IN GREENFIELD, GO SOUTH ALONG SR 753 FOR 2.95 MI TO
 AJ5702'PAINT CREEK RD, TURN LEFT ALONG PAINT CREEK RD GOING EAST AND
 AJ5702'THEN GO SOUTH ALONG PAINT CREEK RD FOR 1.65 MI TOTAL TO THE
 AJ5702'STATION ON THE RIGHT.
 AJ5702' 
 AJ5702'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5702'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG008 2001 AND
 AJ5702'IS FLUSH WITH THE GROUND. THE STATION IS 6.8 FT SOUTHEAST OF A
 AJ5702'SOUTH GATE POST, 21.1 FT NORTHWEST OF THE CENTERLINE OF PAINT
 AJ5702'CREEK RD, 22.9 FT NORTHEAST OF THE CENTERLINE OF A 6 IN PINE TREE,
 AJ5702'AND 6.1 FT SOUTH OF A CARSONITE WITNESS POST.
 AJ5702'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5703 ***********************************************************************
 AJ5703  DESIGNATION -  HIG008A
 AJ5703  PID         -  AJ5703
 AJ5703  STATE/COUNTY-  OH/HIGHLAND
 AJ5703  USGS QUAD   -  GREENFIELD (1979)
 AJ5703
 AJ5703                         *CURRENT SURVEY CONTROL
 AJ5703  ___________________________________________________________________
 AJ5703* NAD 83(1995)-  39 18 06.99125(N)    083 23 13.95007(W)     ADJUSTED  
 AJ5703* NAVD 88     -       265.9    (meters)     872.     (feet)  GPS OBS   
 AJ5703  ___________________________________________________________________
 AJ5703  X           -     569,154.985 (meters)                     COMP
 AJ5703  Y           -  -4,909,462.692 (meters)                     COMP
 AJ5703  Z           -   4,018,459.802 (meters)                     COMP
 AJ5703  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 AJ5703  ELLIP HEIGHT-         233.17  (meters)          (10/07/05) GPS OBS
 AJ5703  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ5703
 AJ5703  HORZ ORDER  -  FIRST
 AJ5703  ELLP ORDER  -  FOURTH    CLASS I
 AJ5703
 AJ5703.The horizontal coordinates were established by GPS observations
 AJ5703.and adjusted by the National Geodetic Survey in September 2001..
 AJ5703
 AJ5703.The orthometric height was determined by GPS observations and a
 AJ5703.high-resolution geoid model.
 AJ5703
 AJ5703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5703
 AJ5703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5703
 AJ5703.The ellipsoidal height was determined by GPS observations
 AJ5703.and is referenced to NAD 83.
 AJ5703
 AJ5703.The geoid height was determined by GEOID03.
 AJ5703
 AJ5703;                    North         East     Units Scale Factor Converg.
 AJ5703;SPC OH S     -   144,908.557   523,478.107   MT  0.99993694   -0 33 46.6
 AJ5703;UTM  17      - 4,353,001.322   294,156.985   MT  1.00012173   -1 30 45.4
 AJ5703
 AJ5703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5703!SPC OH S     -   0.99996342  x   0.99993694  =   0.99990036
 AJ5703!UTM  17      -   0.99996342  x   1.00012173  =   1.00008514
 AJ5703
 AJ5703|---------------------------------------------------------------------|
 AJ5703| PID    Reference Object                     Distance      Geod. Az  |
 AJ5703|                                                           dddmmss.s |
 AJ5703| AJ5702 HIG008                              326.152 METERS 18039     |
 AJ5703|---------------------------------------------------------------------|
 AJ5703
 AJ5703                          SUPERSEDED SURVEY CONTROL
 AJ5703
 AJ5703  ELLIP H (09/15/01)  233.18   (m)                       GP(       ) 4 1
 AJ5703
 AJ5703.Superseded values are not recommended for survey control.
 AJ5703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5703.See file dsdata.txt to determine how the superseded data were derived.
 AJ5703
 AJ5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9415753001(NAD 83)
 AJ5703_MARKER: DD = SURVEY DISK
 AJ5703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5703_STAMPING: HIG008A 2001
 AJ5703_PROJECTION: FLUSH
 AJ5703_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5703+STABILITY: SURFACE MOTION
 AJ5703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5703+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5703
 AJ5703  HISTORY     - Date     Condition        Report By
 AJ5703  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5703
 AJ5703                          STATION DESCRIPTION
 AJ5703
 AJ5703'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5703'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5703'APPROXIMATELY 14.5 MI NORTHEAST OF HILLSBORO, 27.5 MI SOUTHEAST OF
 AJ5703'WILMINGTON, AND 3.5 MI SOUTH OF GREENFIELD.
 AJ5703' 
 AJ5703'TO REACH THE STATION FROM THE INTERSECTION OF SR 28, SR 753 SOUTH,
 AJ5703'AND SR 138 WEST IN GREENFIELD, GO SOUTH ALONG SR 753 FOR 2.95 MI TO
 AJ5703'PAINT CREEK RD, TURN LEFT ALONG PAINT CREEK RD GOING EAST AND
 AJ5703'THEN GO SOUTH ALONG PAINT CREEK RD FOR 1.45 MI TOTAL TO THE
 AJ5703'STATION ON THE RIGHT.
 AJ5703' 
 AJ5703'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5703'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG008A 2001 AND
 AJ5703'IS FLUSH WITH THE GROUND. THE STATION IS 7.1 FT SOUTHEAST OF A
 AJ5703'SOUTH GATE POST, 15.4 FT NORTHWEST OF THE CENTERLINE OF PAINT
 AJ5703'CREEK RD, 5.3 FT SOUTHEAST OF THE PERPENDICULAR PART OF THE FENCE,
 AJ5703'AND 4.6 FT SOUTHEAST OF A CARSONITE WITNESS POST.
 AJ5703'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5704 ***********************************************************************
 AJ5704  CBN         -  This is a Cooperative Base Network Control Station.
 AJ5704  DESIGNATION -  HIG009
 AJ5704  PID         -  AJ5704
 AJ5704  STATE/COUNTY-  OH/HIGHLAND
 AJ5704  USGS QUAD   -  LYNCHBURG (1979)
 AJ5704
 AJ5704                         *CURRENT SURVEY CONTROL
 AJ5704  ___________________________________________________________________
 AJ5704* NAD 83(1995)-  39 14 28.37399(N)    083 46 48.59147(W)     ADJUSTED  
 AJ5704* NAVD 88     -       307.1    (meters)    1008.     (feet)  GPS OBS   
 AJ5704  ___________________________________________________________________
 AJ5704  X           -     535,936.758 (meters)                     COMP
 AJ5704  Y           -  -4,917,524.937 (meters)                     COMP
 AJ5704  Z           -   4,013,266.253 (meters)                     COMP
 AJ5704  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 AJ5704  ELLIP HEIGHT-         274.20  (meters)          (09/23/04) GPS OBS
 AJ5704  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AJ5704
 AJ5704  HORZ ORDER  -  A
 AJ5704  ELLP ORDER  -  FOURTH    CLASS I
 AJ5704
 AJ5704.The horizontal coordinates were established by GPS observations
 AJ5704.and adjusted by the National Geodetic Survey in September 2004..
 AJ5704
 AJ5704.The orthometric height was determined by GPS observations and a
 AJ5704.high-resolution geoid model.
 AJ5704
 AJ5704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5704
 AJ5704.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5704
 AJ5704.The ellipsoidal height was determined by GPS observations
 AJ5704.and is referenced to NAD 83.
 AJ5704
 AJ5704.The geoid height was determined by GEOID03.
 AJ5704
 AJ5704;                    North         East     Units Scale Factor Converg.
 AJ5704;SPC OH S     -   138,574.448   489,491.931   MT  0.99993901   -0 48 44.2
 AJ5704;UTM  17      - 4,347,229.090   260,061.237   MT  1.00030891   -1 45 34.3
 AJ5704
 AJ5704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5704!SPC OH S     -   0.99995698  x   0.99993901  =   0.99989599
 AJ5704!UTM  17      -   0.99995698  x   1.00030891  =   1.00026588
 AJ5704
 AJ5704|---------------------------------------------------------------------|
 AJ5704| PID    Reference Object                     Distance      Geod. Az  |
 AJ5704|                                                           dddmmss.s |
 AJ5704| AJ5705 HIG009A                             372.759 METERS 04820     |
 AJ5704|---------------------------------------------------------------------|
 AJ5704
 AJ5704                          SUPERSEDED SURVEY CONTROL
 AJ5704
 AJ5704  NAD 83(1995)-  39 14 28.37387(N)    083 46 48.59071(W) AD(       ) 1
 AJ5704  ELLIP H (09/15/01)  274.22   (m)                       GP(       ) 4 1
 AJ5704
 AJ5704.Superseded values are not recommended for survey control.
 AJ5704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5704.See file dsdata.txt to determine how the superseded data were derived.
 AJ5704
 AJ5704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6006147229(NAD 83)
 AJ5704_MARKER: DD = SURVEY DISK
 AJ5704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5704_STAMPING: HIG009 2001
 AJ5704_MARK LOGO: OH-071
 AJ5704_PROJECTION: FLUSH
 AJ5704_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5704+STABILITY: SURFACE MOTION
 AJ5704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5704+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 AJ5704
 AJ5704  HISTORY     - Date     Condition        Report By
 AJ5704  HISTORY     - 2001     MONUMENTED       WOOLPT
 AJ5704  HISTORY     - 20030610 GOOD             WOOLPT
 AJ5704
 AJ5704                          STATION DESCRIPTION
 AJ5704
 AJ5704'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5704'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5704'APPROXIMATELY 10.0 MI NORTHWEST OF HILLSBORO, 15.0 MI SOUTHEAST OF
 AJ5704'WILMINGTON, AND 23.5 MI SOUTHWEST OF GREENFIELD.
 AJ5704' 
 AJ5704'TO REACH THE STATION FROM THE POST OFFICE IN LYNCHBURG GO SOUTH
 AJ5704'ON SR 134 FOR 0.1 MI TO PEARL ST, TURN LEFT AND HEAD EAST ON PEARL
 AJ5704'ST FOR 0.3 MI TO EASTERN AVE, TURN RIGHT AND GO SOUTH ALONG
 AJ5704'EASTERN AVE. FOR 0.05 MI TO SHARPSVILLE RD, TURN LEFT AND GO 0.4 MI
 AJ5704'TO NORTH RAMEL RD, TURN RIGHT AND GO SOUTH FOR 0.1 MI TO THE
 AJ5704'STATION ON THE RIGHT.
 AJ5704' 
 AJ5704'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5704'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG009 2001 AND
 AJ5704'IS FLUSH WITH THE GROUND. THE STATION IS 34.8 FT SOUTH OF TELEPHONE
 AJ5704'POLE NO. 1501, 30.5 FT WEST OF THE CENTERLINE OF RAMMEL RD, 56.0 FT
 AJ5704'NORTHWEST OF THE FIRST POST OF THE GUARDRAIL, AND 2.5 FT EAST OF A
 AJ5704'CARSONITE WITNESS POST.
 AJ5704' 
 AJ5704'
 AJ5704
 AJ5704                          STATION RECOVERY (2003)
 AJ5704
 AJ5704'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (GTF)
 AJ5704'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5705 ***********************************************************************
 AJ5705  DESIGNATION -  HIG009A
 AJ5705  PID         -  AJ5705
 AJ5705  STATE/COUNTY-  OH/HIGHLAND
 AJ5705  USGS QUAD   -  LYNCHBURG (1979)
 AJ5705
 AJ5705                         *CURRENT SURVEY CONTROL
 AJ5705  ___________________________________________________________________
 AJ5705* NAD 83(1995)-  39 14 36.40831(N)    083 46 36.97810(W)     ADJUSTED  
 AJ5705* NAVD 88     -       308.8    (meters)    1013.     (feet)  GPS OBS   
 AJ5705  ___________________________________________________________________
 AJ5705  X           -     536,196.780 (meters)                     COMP
 AJ5705  Y           -  -4,917,340.233 (meters)                     COMP
 AJ5705  Z           -   4,013,459.223 (meters)                     COMP
 AJ5705  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 AJ5705  ELLIP HEIGHT-         275.89  (meters)          (10/07/05) GPS OBS
 AJ5705  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 AJ5705
 AJ5705  HORZ ORDER  -  FIRST
 AJ5705  ELLP ORDER  -  FOURTH    CLASS I
 AJ5705
 AJ5705.The horizontal coordinates were established by GPS observations
 AJ5705.and adjusted by the National Geodetic Survey in September 2001..
 AJ5705
 AJ5705.The orthometric height was determined by GPS observations and a
 AJ5705.high-resolution geoid model.
 AJ5705
 AJ5705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5705
 AJ5705.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5705
 AJ5705.The ellipsoidal height was determined by GPS observations
 AJ5705.and is referenced to NAD 83.
 AJ5705
 AJ5705.The geoid height was determined by GEOID03.
 AJ5705
 AJ5705;                    North         East     Units Scale Factor Converg.
 AJ5705;SPC OH S     -   138,818.234   489,773.889   MT  0.99993892   -0 48 36.9
 AJ5705;UTM  17      - 4,347,468.270   260,347.292   MT  1.00030722   -1 45 27.3
 AJ5705
 AJ5705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5705!SPC OH S     -   0.99995672  x   0.99993892  =   0.99989564
 AJ5705!UTM  17      -   0.99995672  x   1.00030722  =   1.00026392
 AJ5705
 AJ5705|---------------------------------------------------------------------|
 AJ5705| PID    Reference Object                     Distance      Geod. Az  |
 AJ5705|                                                           dddmmss.s |
 AJ5705| AJ5704 HIG009                              372.759 METERS 22821     |
 AJ5705|---------------------------------------------------------------------|
 AJ5705
 AJ5705                          SUPERSEDED SURVEY CONTROL
 AJ5705
 AJ5705  ELLIP H (09/15/01)  275.90   (m)                       GP(       ) 4 1
 AJ5705
 AJ5705.Superseded values are not recommended for survey control.
 AJ5705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5705.See file dsdata.txt to determine how the superseded data were derived.
 AJ5705
 AJ5705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6034747468(NAD 83)
 AJ5705_MARKER: DD = SURVEY DISK
 AJ5705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5705_STAMPING: HIG009A 2001
 AJ5705_PROJECTION: FLUSH
 AJ5705_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5705+STABILITY: SURFACE MOTION
 AJ5705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5705+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5705
 AJ5705  HISTORY     - Date     Condition        Report By
 AJ5705  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5705
 AJ5705                          STATION DESCRIPTION
 AJ5705
 AJ5705'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5705'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5705'APPROXIMATELY 10.0 MI NORTHWEST OF HILLSBORO, 15.0 MI SOUTHEAST OF
 AJ5705'WILMINGTON, AND 23.5 MI SOUTHWEST OF GREENFIELD.
 AJ5705' 
 AJ5705'TO REACH THE STATION FROM THE POST OFFICE IN LYNCHBURG GO SOUTH
 AJ5705'ON SR 134 FOR 0.1 MI TO PEARL ST, TURN LEFT AND HEAD EAST ON PEARL
 AJ5705'ST FOR 0.3 MI TO EASTERN AVE, TURN RIGHT AND GO SOUTH ALONG
 AJ5705'EASTERN AVE. FOR 0.05 MI TO SHARPSVILLE RD, TURN LEFT AND GO EAST
 AJ5705'ALONG SHARPSVILLE RD FOR 0.58 MI TO THE STATION ON THE RIGHT JUST
 AJ5705'BEFORE THE CURVE TO THE LEFT.
 AJ5705' 
 AJ5705'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5705'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG009A 2001 AND
 AJ5705'IS FLUSH WITH THE GROUND. THE STATION IS 21.1 FT EAST OF A TELEPHONE
 AJ5705'POLE, 23.9 FT SOUTHEAST OF THE CENTERLINE OF SHARPSVILLE RD, 160.4
 AJ5705'FT SOUTHWEST OF A TELEPHONE POLE, AND 4.2 FT SOUTHEAST OF A
 AJ5705'CARSONITE WITNESS POST.
 AJ5705'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5706 ***********************************************************************
 AJ5706  DESIGNATION -  HIG010
 AJ5706  PID         -  AJ5706
 AJ5706  STATE/COUNTY-  OH/HIGHLAND
 AJ5706  USGS QUAD   -  NEW MARKET (1986)
 AJ5706
 AJ5706                         *CURRENT SURVEY CONTROL
 AJ5706  ___________________________________________________________________
 AJ5706* NAD 83(1995)-  39 12 15.27854(N)    083 43 56.69939(W)     ADJUSTED  
 AJ5706* NAVD 88     -       315.8    (meters)    1036.     (feet)  GPS OBS   
 AJ5706  ___________________________________________________________________
 AJ5706  X           -     540,318.720 (meters)                     COMP
 AJ5706  Y           -  -4,919,663.348 (meters)                     COMP
 AJ5706  Z           -   4,010,091.893 (meters)                     COMP
 AJ5706  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 AJ5706  ELLIP HEIGHT-         282.92  (meters)          (10/07/05) GPS OBS
 AJ5706  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AJ5706
 AJ5706  HORZ ORDER  -  FIRST
 AJ5706  ELLP ORDER  -  FOURTH    CLASS I
 AJ5706
 AJ5706.The horizontal coordinates were established by GPS observations
 AJ5706.and adjusted by the National Geodetic Survey in September 2001..
 AJ5706
 AJ5706.The orthometric height was determined by GPS observations and a
 AJ5706.high-resolution geoid model.
 AJ5706
 AJ5706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5706
 AJ5706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5706
 AJ5706.The ellipsoidal height was determined by GPS observations
 AJ5706.and is referenced to NAD 83.
 AJ5706
 AJ5706.The geoid height was determined by GEOID03.
 AJ5706
 AJ5706;                    North         East     Units Scale Factor Converg.
 AJ5706;SPC OH S     -   134,413.226   493,557.405   MT  0.99994082   -0 46 55.2
 AJ5706;UTM  17      - 4,342,999.763   264,058.840   MT  1.00028549   -1 43 40.5
 AJ5706
 AJ5706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5706!SPC OH S     -   0.99995561  x   0.99994082  =   0.99989644
 AJ5706!UTM  17      -   0.99995561  x   1.00028549  =   1.00024109
 AJ5706
 AJ5706:                Primary Azimuth Mark                     Grid Az
 AJ5706:SPC OH S     -  HIG010A                                  088 57 44.5
 AJ5706:UTM  17      -  HIG010A                                  089 54 29.8
 AJ5706
 AJ5706|---------------------------------------------------------------------|
 AJ5706| PID    Reference Object                     Distance      Geod. Az  |
 AJ5706|                                                           dddmmss.s |
 AJ5706| AJ5707 HIG010A                             APPROX. 0.5 KM 0881049.3 |
 AJ5706|---------------------------------------------------------------------|
 AJ5706
 AJ5706                          SUPERSEDED SURVEY CONTROL
 AJ5706
 AJ5706  ELLIP H (09/15/01)  282.93   (m)                       GP(       ) 4 1
 AJ5706
 AJ5706.Superseded values are not recommended for survey control.
 AJ5706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5706.See file dsdata.txt to determine how the superseded data were derived.
 AJ5706
 AJ5706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6405943000(NAD 83)
 AJ5706_MARKER: DD = SURVEY DISK
 AJ5706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5706_STAMPING: HIG010 2001
 AJ5706_PROJECTION: FLUSH
 AJ5706_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5706+STABILITY: SURFACE MOTION
 AJ5706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5706+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5706
 AJ5706  HISTORY     - Date     Condition        Report By
 AJ5706  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5706
 AJ5706                          STATION DESCRIPTION
 AJ5706
 AJ5706'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5706'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5706'APPROXIMATELY 13.5 MI WEST OF HILLSBORO, 18.5 MI SOUTHEAST OF
 AJ5706'WILMINGTON, AND 22.0 MI SOUTHWEST OF GREENFIELD.
 AJ5706' 
 AJ5706'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 62 IN
 AJ5706'HILLSBORO, GO WEST ALONG SR 50 FOR 6.55 MI TO THE STATION ON THE
 AJ5706'LEFT IN BETWEEN THE TWO DRIVEWAY ENTRANCES TO THE BARNES
 AJ5706'CEMETERY.
 AJ5706' 
 AJ5706'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5706'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG010 2001 AND
 AJ5706'IS FLUSH WITH THE GROUND. THE STATION IS 18.0 FT SOUTH OF THE EDGE
 AJ5706'OF PAVEMENT OF SR 50, 11.6 FT NORTHWEST OF THE WEST EDGE OF THE
 AJ5706'EAST DRIVE OF THE CEMETERY, 46.5 FT EAST OF THE EAST EDGE OF THE
 AJ5706'WEST DRIVE OF THE CEMETERY, AND 5.7 FT NORTH OF A CARSONITE
 AJ5706'WITNESS POST.
 AJ5706'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5707 ***********************************************************************
 AJ5707  DESIGNATION -  HIG010A
 AJ5707  PID         -  AJ5707
 AJ5707  STATE/COUNTY-  OH/HIGHLAND
 AJ5707  USGS QUAD   -  NEW MARKET (1986)
 AJ5707
 AJ5707                         *CURRENT SURVEY CONTROL
 AJ5707  ___________________________________________________________________
 AJ5707* NAD 83(1995)-  39 12 15.79742(N)    083 43 35.68566(W)     ADJUSTED  
 AJ5707* NAVD 88     -       319.6    (meters)    1049.     (feet)  GPS OBS   
 AJ5707  ___________________________________________________________________
 AJ5707  X           -     540,819.139 (meters)                     COMP
 AJ5707  Y           -  -4,919,601.172 (meters)                     COMP
 AJ5707  Z           -   4,010,106.714 (meters)                     COMP
 AJ5707  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 AJ5707  ELLIP HEIGHT-         286.75  (meters)          (10/07/05) GPS OBS
 AJ5707  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 AJ5707
 AJ5707  HORZ ORDER  -  FIRST
 AJ5707  ELLP ORDER  -  FOURTH    CLASS I
 AJ5707
 AJ5707.The horizontal coordinates were established by GPS observations
 AJ5707.and adjusted by the National Geodetic Survey in September 2001..
 AJ5707
 AJ5707.The orthometric height was determined by GPS observations and a
 AJ5707.high-resolution geoid model.
 AJ5707
 AJ5707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5707
 AJ5707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5707
 AJ5707.The ellipsoidal height was determined by GPS observations
 AJ5707.and is referenced to NAD 83.
 AJ5707
 AJ5707.The geoid height was determined by GEOID03.
 AJ5707
 AJ5707;                    North         East     Units Scale Factor Converg.
 AJ5707;SPC OH S     -   134,422.360   494,061.740   MT  0.99994082   -0 46 41.8
 AJ5707;UTM  17      - 4,343,000.570   264,563.430   MT  1.00028256   -1 43 27.2
 AJ5707
 AJ5707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5707!SPC OH S     -   0.99995501  x   0.99994082  =   0.99989584
 AJ5707!UTM  17      -   0.99995501  x   1.00028256  =   1.00023756
 AJ5707
 AJ5707:                Primary Azimuth Mark                     Grid Az
 AJ5707:SPC OH S     -  HIG010                                   268 57 44.4
 AJ5707:UTM  17      -  HIG010                                   269 54 29.8
 AJ5707
 AJ5707|---------------------------------------------------------------------|
 AJ5707| PID    Reference Object                     Distance      Geod. Az  |
 AJ5707|                                                           dddmmss.s |
 AJ5707| AJ5706 HIG010                              APPROX. 0.5 KM 2681102.6 |
 AJ5707|---------------------------------------------------------------------|
 AJ5707
 AJ5707                          SUPERSEDED SURVEY CONTROL
 AJ5707
 AJ5707  ELLIP H (09/15/01)  286.77   (m)                       GP(       ) 4 1
 AJ5707
 AJ5707.Superseded values are not recommended for survey control.
 AJ5707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5707.See file dsdata.txt to determine how the superseded data were derived.
 AJ5707
 AJ5707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6456343001(NAD 83)
 AJ5707_MARKER: DD = SURVEY DISK
 AJ5707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5707_STAMPING: HIG010A 2001
 AJ5707_PROJECTION: FLUSH
 AJ5707_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5707+STABILITY: SURFACE MOTION
 AJ5707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5707+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5707
 AJ5707  HISTORY     - Date     Condition        Report By
 AJ5707  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5707
 AJ5707                          STATION DESCRIPTION
 AJ5707
 AJ5707'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5707'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5707'APPROXIMATELY 13.5 MI WEST OF HILLSBORO, 18.5 MI SOUTHEAST OF
 AJ5707'WILMINGTON, AND 22.0 MI SOUTHWEST OF GREENFIELD.
 AJ5707' 
 AJ5707'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 62 IN
 AJ5707'HILLSBORO, GO WEST ALONG SR 50 FOR 6.25 MI TO THE STATION ON RIGHT
 AJ5707'IN THE TOWN OF FAIRVIEW.
 AJ5707' 
 AJ5707'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5707'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG010A 2001 AND
 AJ5707'IS FLUSH WITH THE GROUND. THE STATION IS 24.6 FT SOUTHEAST FROM
 AJ5707'POWER POLE NO. 203-5, 5.0 FT NORTH OF THE EDGE OF PAVEMENT OF SR 50,
 AJ5707'92.2 FT SOUTHEAST OF THE END OF THE FENCE ON THE WEST DRIVE, AND
 AJ5707'11.8 FT SOUTH OF A CARSONITE WITNESS POST
 AJ5707' 
 AJ5707'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5708 ***********************************************************************
 AJ5708  DESIGNATION -  HIG011
 AJ5708  PID         -  AJ5708
 AJ5708  STATE/COUNTY-  OH/HIGHLAND
 AJ5708  USGS QUAD   -  NEW MARKET (1986)
 AJ5708
 AJ5708                         *CURRENT SURVEY CONTROL
 AJ5708  ___________________________________________________________________
 AJ5708* NAD 83(1995)-  39 12 15.81669(N)    083 39 03.22775(W)     ADJUSTED  
 AJ5708* NAVD 88     -       315.5    (meters)    1035.     (feet)  GPS OBS   
 AJ5708  ___________________________________________________________________
 AJ5708  X           -     547,316.643 (meters)                     COMP
 AJ5708  Y           -  -4,918,879.020 (meters)                     COMP
 AJ5708  Z           -   4,010,104.621 (meters)                     COMP
 AJ5708  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AJ5708  ELLIP HEIGHT-         282.71  (meters)          (10/07/05) GPS OBS
 AJ5708  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AJ5708
 AJ5708  HORZ ORDER  -  FIRST
 AJ5708  ELLP ORDER  -  FOURTH    CLASS I
 AJ5708
 AJ5708.The horizontal coordinates were established by GPS observations
 AJ5708.and adjusted by the National Geodetic Survey in September 2001..
 AJ5708
 AJ5708.The orthometric height was determined by GPS observations and a
 AJ5708.high-resolution geoid model.
 AJ5708
 AJ5708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5708
 AJ5708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5708
 AJ5708.The ellipsoidal height was determined by GPS observations
 AJ5708.and is referenced to NAD 83.
 AJ5708
 AJ5708.The geoid height was determined by GEOID03.
 AJ5708
 AJ5708;                    North         East     Units Scale Factor Converg.
 AJ5708;SPC OH S     -   134,336.902   500,598.015   MT  0.99994082   -0 43 49.0
 AJ5708;UTM  17      - 4,342,807.147   271,099.514   MT  1.00024519   -1 40 34.8
 AJ5708
 AJ5708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5708!SPC OH S     -   0.99995565  x   0.99994082  =   0.99989647
 AJ5708!UTM  17      -   0.99995565  x   1.00024519  =   1.00020083
 AJ5708
 AJ5708:                Primary Azimuth Mark                     Grid Az
 AJ5708:SPC OH S     -  HIG011A                                  093 24 05.6
 AJ5708:UTM  17      -  HIG011A                                  094 20 51.4
 AJ5708
 AJ5708|---------------------------------------------------------------------|
 AJ5708| PID    Reference Object                     Distance      Geod. Az  |
 AJ5708|                                                           dddmmss.s |
 AJ5708| AJ5709 HIG011A                             490.907 METERS 0924016.6 |
 AJ5708|---------------------------------------------------------------------|
 AJ5708
 AJ5708                          SUPERSEDED SURVEY CONTROL
 AJ5708
 AJ5708  ELLIP H (09/15/01)  282.73   (m)                       GP(       ) 4 1
 AJ5708
 AJ5708.Superseded values are not recommended for survey control.
 AJ5708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5708.See file dsdata.txt to determine how the superseded data were derived.
 AJ5708
 AJ5708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7110042807(NAD 83)
 AJ5708_MARKER: DD = SURVEY DISK
 AJ5708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5708_STAMPING: HIG011 2001
 AJ5708_PROJECTION: FLUSH
 AJ5708_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5708+STABILITY: SURFACE MOTION
 AJ5708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5708+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5708
 AJ5708  HISTORY     - Date     Condition        Report By
 AJ5708  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5708
 AJ5708                          STATION DESCRIPTION
 AJ5708
 AJ5708'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5708'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5708'APPROXIMATELY 2.0 MI WEST OF HILLSBORO, 20.5 MI SOUTHEAST OF
 AJ5708'WILMINGTON, AND 18.0 MI SOUTHWEST OF GREENFIELD.
 AJ5708' 
 AJ5708'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 62 IN
 AJ5708'HILLSBORO, GO WEST ALONG SR 50 FOR 2.15 MI TO THE STATION ON THE
 AJ5708'RIGHT.
 AJ5708' 
 AJ5708'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5708'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG011 2001 AND
 AJ5708'IS FLUSH WITH THE GROUND. THE STATION IS 48.3 FT SOUTHEAST OF A
 AJ5708'LIGHT POLE, 9.8 FT NORTH OF THE EDGE OF PAVEMENT OF SR 50, 25.2 FT
 AJ5708'SOUTHWEST OF A SMALL 2 IN PINE TREE, AND 5.2 FT SOUTH OF A
 AJ5708'CARSONITE WITNESS POST.
 AJ5708'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5709 ***********************************************************************
 AJ5709  DESIGNATION -  HIG011A
 AJ5709  PID         -  AJ5709
 AJ5709  STATE/COUNTY-  OH/HIGHLAND
 AJ5709  USGS QUAD   -  NEW MARKET (1986)
 AJ5709
 AJ5709                         *CURRENT SURVEY CONTROL
 AJ5709  ___________________________________________________________________
 AJ5709* NAD 83(1995)-  39 12 15.07430(N)    083 38 42.79003(W)     ADJUSTED  
 AJ5709* NAVD 88     -       311.8    (meters)    1023.     (feet)  GPS OBS   
 AJ5709  ___________________________________________________________________
 AJ5709  X           -     547,805.312 (meters)                     COMP
 AJ5709  Y           -  -4,918,836.299 (meters)                     COMP
 AJ5709  Z           -   4,010,084.541 (meters)                     COMP
 AJ5709  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AJ5709  ELLIP HEIGHT-         279.01  (meters)          (10/07/05) GPS OBS
 AJ5709  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AJ5709
 AJ5709  HORZ ORDER  -  FIRST
 AJ5709  ELLP ORDER  -  FOURTH    CLASS I
 AJ5709
 AJ5709.The horizontal coordinates were established by GPS observations
 AJ5709.and adjusted by the National Geodetic Survey in September 2001..
 AJ5709
 AJ5709.The orthometric height was determined by GPS observations and a
 AJ5709.high-resolution geoid model.
 AJ5709
 AJ5709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5709
 AJ5709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5709
 AJ5709.The ellipsoidal height was determined by GPS observations
 AJ5709.and is referenced to NAD 83.
 AJ5709
 AJ5709.The geoid height was determined by GEOID03.
 AJ5709
 AJ5709;                    North         East     Units Scale Factor Converg.
 AJ5709;SPC OH S     -   134,307.777   501,088.029   MT  0.99994083   -0 43 36.0
 AJ5709;UTM  17      - 4,342,769.923   271,589.128   MT  1.00024243   -1 40 21.8
 AJ5709
 AJ5709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5709!SPC OH S     -   0.99995623  x   0.99994083  =   0.99989706
 AJ5709!UTM  17      -   0.99995623  x   1.00024243  =   1.00019865
 AJ5709
 AJ5709:                Primary Azimuth Mark                     Grid Az
 AJ5709:SPC OH S     -  HIG011                                   273 24 05.5
 AJ5709:UTM  17      -  HIG011                                   274 20 51.3
 AJ5709
 AJ5709|---------------------------------------------------------------------|
 AJ5709| PID    Reference Object                     Distance      Geod. Az  |
 AJ5709|                                                           dddmmss.s |
 AJ5709| AJ5708 HIG011                              490.907 METERS 2724029.5 |
 AJ5709|---------------------------------------------------------------------|
 AJ5709
 AJ5709                          SUPERSEDED SURVEY CONTROL
 AJ5709
 AJ5709  ELLIP H (09/15/01)  279.03   (m)                       GP(       ) 4 1
 AJ5709
 AJ5709.Superseded values are not recommended for survey control.
 AJ5709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5709.See file dsdata.txt to determine how the superseded data were derived.
 AJ5709
 AJ5709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7158942770(NAD 83)
 AJ5709_MARKER: DD = SURVEY DISK
 AJ5709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5709_STAMPING: HIG011A 2001
 AJ5709_PROJECTION: FLUSH
 AJ5709_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5709+STABILITY: SURFACE MOTION
 AJ5709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5709+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5709
 AJ5709  HISTORY     - Date     Condition        Report By
 AJ5709  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5709
 AJ5709                          STATION DESCRIPTION
 AJ5709
 AJ5709'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5709'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5709'APPROXIMATELY 2.0 MI WEST OF HILLSBORO, 20.5 MI SOUTHEAST OF
 AJ5709'WILMINGTON, AND 18.0 MI SOUTHWEST OF GREENFIELD.
 AJ5709' 
 AJ5709'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 62 IN
 AJ5709'HILLSBORO, GO WEST ALONG SR 50 FOR 1.85 MI TO THE STATION ON THE
 AJ5709'LEFT.
 AJ5709' 
 AJ5709'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5709'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG011A 2001 AND
 AJ5709'IS FLUSH WITH THE GROUND. THE STATION IS 13.8 FT SOUTH OF THE EDGE
 AJ5709'OF PAVEMENT OF SR 50, 14.0 FT WEST OF A CHURCH SIGN, 40.7 FT EAST OF
 AJ5709'POWER POLE NO. 92-17, AND 2.5 FT NORTH OF A CARSONITE WITNESS POST.
 AJ5709' 
 AJ5709' 
 AJ5709'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5710 ***********************************************************************
 AJ5710  DESIGNATION -  HIG012
 AJ5710  PID         -  AJ5710
 AJ5710  STATE/COUNTY-  OH/HIGHLAND
 AJ5710  USGS QUAD   -  HILLSBORO (1986)
 AJ5710
 AJ5710                         *CURRENT SURVEY CONTROL
 AJ5710  ___________________________________________________________________
 AJ5710* NAD 83(1995)-  39 13 52.00714(N)    083 36 38.02706(W)     ADJUSTED  
 AJ5710* NAVD 88     -       290.7    (meters)     954.     (feet)  GPS OBS   
 AJ5710  ___________________________________________________________________
 AJ5710  X           -     550,568.305 (meters)                     COMP
 AJ5710  Y           -  -4,916,609.515 (meters)                     COMP
 AJ5710  Z           -   4,012,387.320 (meters)                     COMP
 AJ5710  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AJ5710  ELLIP HEIGHT-         258.02  (meters)          (10/07/05) GPS OBS
 AJ5710  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 AJ5710
 AJ5710  HORZ ORDER  -  FIRST
 AJ5710  ELLP ORDER  -  FOURTH    CLASS I
 AJ5710
 AJ5710.The horizontal coordinates were established by GPS observations
 AJ5710.and adjusted by the National Geodetic Survey in September 2001..
 AJ5710
 AJ5710.The orthometric height was determined by GPS observations and a
 AJ5710.high-resolution geoid model.
 AJ5710
 AJ5710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5710
 AJ5710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5710
 AJ5710.The ellipsoidal height was determined by GPS observations
 AJ5710.and is referenced to NAD 83.
 AJ5710
 AJ5710.The geoid height was determined by GEOID03.
 AJ5710
 AJ5710;                    North         East     Units Scale Factor Converg.
 AJ5710;SPC OH S     -   137,259.275   504,117.890   MT  0.99993947   -0 42 16.8
 AJ5710;UTM  17      - 4,345,671.818   274,668.238   MT  1.00022522   -1 39 06.3
 AJ5710
 AJ5710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5710!SPC OH S     -   0.99995952  x   0.99993947  =   0.99989899
 AJ5710!UTM  17      -   0.99995952  x   1.00022522  =   1.00018473
 AJ5710
 AJ5710:                Primary Azimuth Mark                     Grid Az
 AJ5710:SPC OH S     -  HIG012A                                  006 38 43.3
 AJ5710:UTM  17      -  HIG012A                                  007 35 32.8
 AJ5710
 AJ5710|---------------------------------------------------------------------|
 AJ5710| PID    Reference Object                     Distance      Geod. Az  |
 AJ5710|                                                           dddmmss.s |
 AJ5710| AJ5711 HIG012A                             413.287 METERS 0055626.5 |
 AJ5710|---------------------------------------------------------------------|
 AJ5710
 AJ5710                          SUPERSEDED SURVEY CONTROL
 AJ5710
 AJ5710  ELLIP H (09/15/01)  258.03   (m)                       GP(       ) 4 1
 AJ5710
 AJ5710.Superseded values are not recommended for survey control.
 AJ5710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5710.See file dsdata.txt to determine how the superseded data were derived.
 AJ5710
 AJ5710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7466845672(NAD 83)
 AJ5710_MARKER: DD = SURVEY DISK
 AJ5710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5710_STAMPING: HIG012 2001
 AJ5710_PROJECTION: FLUSH
 AJ5710_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5710+STABILITY: SURFACE MOTION
 AJ5710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5710+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5710
 AJ5710  HISTORY     - Date     Condition        Report By
 AJ5710  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5710
 AJ5710                          STATION DESCRIPTION
 AJ5710
 AJ5710'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5710'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5710'APPROXIMATELY 2.5 MI NORTH OF HILLSBORO, 20.0 MI SOUTHEAST OF
 AJ5710'WILMINGTON, AND 15.0 MI SOUTHWEST OF GREENFIELD.
 AJ5710' 
 AJ5710'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 62 IN
 AJ5710'HILLSBORO AT THE COURTHOUSE, GO NORTH ALONG SR 62 FOR 0.4 MI TO SR
 AJ5710'73, CONTINUE NORTH ALONG SR 62 FOR 1.6 MI TO THE STATION ON THE
 AJ5710'RIGHT.
 AJ5710' 
 AJ5710'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5710'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG012 2001 AND
 AJ5710'IS FLUSH WITH THE GROUND. THE STATION IS 14.7 FT SOUTHEAST OF THE
 AJ5710'EDGE OF PAVEMENT OF SR 62, 26.6 FT NORTH OF THE EDGE OF PAVEMENT
 AJ5710'FOR (FAMILY DENISTRY), 81.2 FT SOUTH OF AN UNMARKED ROUND
 AJ5710'PEDESTAL, AND 1.35 FT NORTHWEST OF A CARSONITE WITNESS POST.
 AJ5710'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5711 ***********************************************************************
 AJ5711  DESIGNATION -  HIG012A
 AJ5711  PID         -  AJ5711
 AJ5711  STATE/COUNTY-  OH/HIGHLAND
 AJ5711  USGS QUAD   -  HILLSBORO (1986)
 AJ5711
 AJ5711                         *CURRENT SURVEY CONTROL
 AJ5711  ___________________________________________________________________
 AJ5711* NAD 83(1995)-  39 14 05.33667(N)    083 36 36.24352(W)     ADJUSTED  
 AJ5711* NAVD 88     -       288.9    (meters)     948.     (feet)  GPS OBS   
 AJ5711  ___________________________________________________________________
 AJ5711  X           -     550,581.722 (meters)                     COMP
 AJ5711  Y           -  -4,916,344.945 (meters)                     COMP
 AJ5711  Z           -   4,012,704.568 (meters)                     COMP
 AJ5711  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AJ5711  ELLIP HEIGHT-         256.17  (meters)          (10/07/05) GPS OBS
 AJ5711  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 AJ5711
 AJ5711  HORZ ORDER  -  FIRST
 AJ5711  ELLP ORDER  -  FOURTH    CLASS I
 AJ5711
 AJ5711.The horizontal coordinates were established by GPS observations
 AJ5711.and adjusted by the National Geodetic Survey in September 2001..
 AJ5711
 AJ5711.The orthometric height was determined by GPS observations and a
 AJ5711.high-resolution geoid model.
 AJ5711
 AJ5711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5711
 AJ5711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5711
 AJ5711.The ellipsoidal height was determined by GPS observations
 AJ5711.and is referenced to NAD 83.
 AJ5711
 AJ5711.The geoid height was determined by GEOID03.
 AJ5711
 AJ5711;                    North         East     Units Scale Factor Converg.
 AJ5711;SPC OH S     -   137,669.761   504,165.714   MT  0.99993930   -0 42 15.7
 AJ5711;UTM  17      - 4,346,081.574   274,722.857   MT  1.00022492   -1 39 05.6
 AJ5711
 AJ5711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5711!SPC OH S     -   0.99995981  x   0.99993930  =   0.99989911
 AJ5711!UTM  17      -   0.99995981  x   1.00022492  =   1.00018472
 AJ5711
 AJ5711:                Primary Azimuth Mark                     Grid Az
 AJ5711:SPC OH S     -  HIG012                                   186 38 43.4
 AJ5711:UTM  17      -  HIG012                                   187 35 33.3
 AJ5711
 AJ5711|---------------------------------------------------------------------|
 AJ5711| PID    Reference Object                     Distance      Geod. Az  |
 AJ5711|                                                           dddmmss.s |
 AJ5711| AJ5710 HIG012                              413.287 METERS 1855627.7 |
 AJ5711|---------------------------------------------------------------------|
 AJ5711
 AJ5711                          SUPERSEDED SURVEY CONTROL
 AJ5711
 AJ5711  ELLIP H (09/15/01)  256.18   (m)                       GP(       ) 4 1
 AJ5711
 AJ5711.Superseded values are not recommended for survey control.
 AJ5711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5711.See file dsdata.txt to determine how the superseded data were derived.
 AJ5711
 AJ5711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7472346082(NAD 83)
 AJ5711_MARKER: DD = SURVEY DISK
 AJ5711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5711_STAMPING: HIG012A 2001
 AJ5711_PROJECTION: FLUSH
 AJ5711_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5711+STABILITY: SURFACE MOTION
 AJ5711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5711+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5711
 AJ5711  HISTORY     - Date     Condition        Report By
 AJ5711  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5711
 AJ5711                          STATION DESCRIPTION
 AJ5711
 AJ5711'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5711'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5711'APPROXIMATELY 2.5 MI NORTH OF HILLSBORO, 20.0 MI SOUTHEAST OF
 AJ5711'WILMINGTON, AND 15.0 MI SOUTHWEST OF GREENFIELD.
 AJ5711' 
 AJ5711'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 62 IN
 AJ5711'HILLSBORO AT THE COURTHOUSE, GO NORTH ALONG SR 62 FOR 0.4 MI TO SR
 AJ5711'73, CONTINUE NORTH ALONG SR 62 FOR 1.8 MI TO HOBART DR AND THE
 AJ5711'STATION IS ON THE LEFT
 AJ5711' 
 AJ5711'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5711'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG012A 2001 AND
 AJ5711'IS FLUSH WITH THE GROUND. THE STATION IS 12.6 FT NORTHEAST OF THE
 AJ5711'EDGE OF PAVEMENT OF HOBART DR, 46.8 FT NORTHWEST OF AN AMERITECH
 AJ5711'MARKER, 27.9 FT SOUTHWEST OF THE EAST CORNER OF A BRICK SIGN
 AJ5711'ENTITLED (SOUTHERN STATE COMMUNITY COLLEGE), 37.7 FT SOUTHEAST OF
 AJ5711'THE WEST CORNER THE SAME BRICK SIGN, AND 3.9 FT SOUTH OF A
 AJ5711'CARSONITE WITNESS POST.
 AJ5711'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5712 ***********************************************************************
 AJ5712  DESIGNATION -  HIG013
 AJ5712  PID         -  AJ5712
 AJ5712  STATE/COUNTY-  OH/HIGHLAND
 AJ5712  USGS QUAD   -  HILLSBORO (1986)
 AJ5712
 AJ5712                         *CURRENT SURVEY CONTROL
 AJ5712  ___________________________________________________________________
 AJ5712* NAD 83(1995)-  39 12 20.20492(N)    083 34 46.11602(W)     ADJUSTED  
 AJ5712* NAVD 88     -       332.0    (meters)    1089.     (feet)  GPS OBS   
 AJ5712  ___________________________________________________________________
 AJ5712  X           -     553,439.529 (meters)                     COMP
 AJ5712  Y           -  -4,918,120.683 (meters)                     COMP
 AJ5712  Z           -   4,010,219.938 (meters)                     COMP
 AJ5712  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AJ5712  ELLIP HEIGHT-         299.24  (meters)          (10/07/05) GPS OBS
 AJ5712  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 AJ5712
 AJ5712  HORZ ORDER  -  FIRST
 AJ5712  ELLP ORDER  -  FOURTH    CLASS I
 AJ5712
 AJ5712.The horizontal coordinates were established by GPS observations
 AJ5712.and adjusted by the National Geodetic Survey in September 2001..
 AJ5712
 AJ5712.The orthometric height was determined by GPS observations and a
 AJ5712.high-resolution geoid model.
 AJ5712
 AJ5712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5712
 AJ5712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5712
 AJ5712.The ellipsoidal height was determined by GPS observations
 AJ5712.and is referenced to NAD 83.
 AJ5712
 AJ5712.The geoid height was determined by GEOID03.
 AJ5712
 AJ5712;                    North         East     Units Scale Factor Converg.
 AJ5712;SPC OH S     -   134,396.030   506,767.809   MT  0.99994075   -0 41 05.8
 AJ5712;UTM  17      - 4,342,764.376   277,271.214   MT  1.00021086   -1 37 52.2
 AJ5712
 AJ5712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5712!SPC OH S     -   0.99995305  x   0.99994075  =   0.99989381
 AJ5712!UTM  17      -   0.99995305  x   1.00021086  =   1.00016390
 AJ5712
 AJ5712:                Primary Azimuth Mark                     Grid Az
 AJ5712:SPC OH S     -  HIG013A                                  259 22 18.0
 AJ5712:UTM  17      -  HIG013A                                  260 19 04.4
 AJ5712
 AJ5712|---------------------------------------------------------------------|
 AJ5712| PID    Reference Object                     Distance      Geod. Az  |
 AJ5712|                                                           dddmmss.s |
 AJ5712| AJ5713 HIG013A                             426.764 METERS 2584112.2 |
 AJ5712|---------------------------------------------------------------------|
 AJ5712
 AJ5712                          SUPERSEDED SURVEY CONTROL
 AJ5712
 AJ5712  ELLIP H (09/15/01)  299.25   (m)                       GP(       ) 4 1
 AJ5712
 AJ5712.Superseded values are not recommended for survey control.
 AJ5712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5712.See file dsdata.txt to determine how the superseded data were derived.
 AJ5712
 AJ5712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7727142764(NAD 83)
 AJ5712_MARKER: DD = SURVEY DISK
 AJ5712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5712_STAMPING: HIG013 2001
 AJ5712_PROJECTION: FLUSH
 AJ5712_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5712+STABILITY: SURFACE MOTION
 AJ5712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5712+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5712
 AJ5712  HISTORY     - Date     Condition        Report By
 AJ5712  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5712
 AJ5712                          STATION DESCRIPTION
 AJ5712
 AJ5712'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5712'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5712'APPROXIMATELY 1.5 MI EAST OF HILLSBORO, 22.5 MI SOUTHEAST OF
 AJ5712'WILMINGTON, AND 15.5 MI SOUTHWEST OF GREENFIELD.
 AJ5712' 
 AJ5712'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 62 IN
 AJ5712'HILLSBORO AT THE COURTHOUSE, GO EAST ALONG SR 50 FOR 1.8 MI TO THE
 AJ5712'STATION ON THE LEFT ACROSS FROM HOUSE NO. 8406.
 AJ5712' 
 AJ5712'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5712'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG013 2001 AND
 AJ5712'IS FLUSH WITH THE GROUND. THE STATION IS 33.2 FT NORTH OF THE
 AJ5712'CENTERLINE OF SR 50, 134.4 FT EAST OF A TELEPHONE POLE, 35.62 FT WEST
 AJ5712'OF A TELEPHONE POLE, AND 0.85 FT SOUTH OF A CARSONITE WITNESS POST.
 AJ5712' 
 AJ5712'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5713 ***********************************************************************
 AJ5713  DESIGNATION -  HIG013A
 AJ5713  PID         -  AJ5713
 AJ5713  STATE/COUNTY-  OH/HIGHLAND
 AJ5713  USGS QUAD   -  HILLSBORO (1986)
 AJ5713
 AJ5713                         *CURRENT SURVEY CONTROL
 AJ5713  ___________________________________________________________________
 AJ5713* NAD 83(1995)-  39 12 17.48980(N)    083 35 03.55716(W)     ADJUSTED  
 AJ5713* NAVD 88     -       318.4    (meters)    1045.     (feet)  GPS OBS   
 AJ5713  ___________________________________________________________________
 AJ5713  X           -     553,028.405 (meters)                     COMP
 AJ5713  Y           -  -4,918,209.618 (meters)                     COMP
 AJ5713  Z           -   4,010,146.482 (meters)                     COMP
 AJ5713  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AJ5713  ELLIP HEIGHT-         285.68  (meters)          (10/07/05) GPS OBS
 AJ5713  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 AJ5713
 AJ5713  HORZ ORDER  -  FIRST
 AJ5713  ELLP ORDER  -  FOURTH    CLASS I
 AJ5713
 AJ5713.The horizontal coordinates were established by GPS observations
 AJ5713.and adjusted by the National Geodetic Survey in September 2001..
 AJ5713
 AJ5713.The orthometric height was determined by GPS observations and a
 AJ5713.high-resolution geoid model.
 AJ5713
 AJ5713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5713
 AJ5713.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5713
 AJ5713.The ellipsoidal height was determined by GPS observations
 AJ5713.and is referenced to NAD 83.
 AJ5713
 AJ5713.The geoid height was determined by GEOID03.
 AJ5713
 AJ5713;                    North         East     Units Scale Factor Converg.
 AJ5713;SPC OH S     -   134,317.324   506,348.392   MT  0.99994079   -0 41 16.9
 AJ5713;UTM  17      - 4,342,692.587   276,850.440   MT  1.00021317   -1 38 03.2
 AJ5713
 AJ5713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5713!SPC OH S     -   0.99995518  x   0.99994079  =   0.99989597
 AJ5713!UTM  17      -   0.99995518  x   1.00021317  =   1.00016834
 AJ5713
 AJ5713:                Primary Azimuth Mark                     Grid Az
 AJ5713:SPC OH S     -  HIG013                                   079 22 18.1
 AJ5713:UTM  17      -  HIG013                                   080 19 04.4
 AJ5713
 AJ5713|---------------------------------------------------------------------|
 AJ5713| PID    Reference Object                     Distance      Geod. Az  |
 AJ5713|                                                           dddmmss.s |
 AJ5713| AJ5712 HIG013                              426.764 METERS 0784101.2 |
 AJ5713|---------------------------------------------------------------------|
 AJ5713
 AJ5713                          SUPERSEDED SURVEY CONTROL
 AJ5713
 AJ5713  ELLIP H (09/15/01)  285.69   (m)                       GP(       ) 4 1
 AJ5713
 AJ5713.Superseded values are not recommended for survey control.
 AJ5713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5713.See file dsdata.txt to determine how the superseded data were derived.
 AJ5713
 AJ5713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7685042693(NAD 83)
 AJ5713_MARKER: DD = SURVEY DISK
 AJ5713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5713_STAMPING: HIG013A 2001
 AJ5713_PROJECTION: FLUSH
 AJ5713_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5713+STABILITY: SURFACE MOTION
 AJ5713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5713+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5713
 AJ5713  HISTORY     - Date     Condition        Report By
 AJ5713  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5713
 AJ5713                          STATION DESCRIPTION
 AJ5713
 AJ5713'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5713'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5713'APPROXIMATELY 1.5 MI EAST OF HILLSBORO, 22.5 MI SOUTHEAST OF
 AJ5713'WILMINGTON, AND 15.5 MI SOUTHWEST OF GREENFIELD.
 AJ5713' 
 AJ5713'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 62 IN
 AJ5713'HILLSBORO AT THE COURTHOUSE, GO EAST ALONG SR 50 FOR 1.5 MI TO THE
 AJ5713'STATION ON THE LEFT APPROXIMATELY 500 FT EAST OF THE GRAY STONE
 AJ5713'MOTEL.
 AJ5713' 
 AJ5713'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5713'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG013A 2001 AND
 AJ5713'IS FLUSH WITH THE GROUND. THE STATION IS 69.97 FT WEST OF A
 AJ5713'TELEPHONE POLE NO. T2NE, 34.5 FT NORTH OF THE CENTERLINE OF SR 50,
 AJ5713'161.1 FT EAST OF TELEPHONE POLE NO. 8258, AND 1.0 FT SOUTH OF A
 AJ5713'CARSONITE WITNESS POST.
 AJ5713' 
 AJ5713'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5714 ***********************************************************************
 AJ5714  DESIGNATION -  HIG014
 AJ5714  PID         -  AJ5714
 AJ5714  STATE/COUNTY-  OH/HIGHLAND
 AJ5714  USGS QUAD   -  HILLSBORO (1986)
 AJ5714
 AJ5714                         *CURRENT SURVEY CONTROL
 AJ5714  ___________________________________________________________________
 AJ5714* NAD 83(1995)-  39 10 59.68968(N)    083 33 22.53795(W)     ADJUSTED  
 AJ5714* NAVD 88     -       286.1    (meters)     939.     (feet)  GPS OBS   
 AJ5714  ___________________________________________________________________
 AJ5714  X           -     555,604.413 (meters)                     COMP
 AJ5714  Y           -  -4,919,419.979 (meters)                     COMP
 AJ5714  Z           -   4,008,266.534 (meters)                     COMP
 AJ5714  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AJ5714  ELLIP HEIGHT-         253.36  (meters)          (10/07/05) GPS OBS
 AJ5714  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AJ5714
 AJ5714  HORZ ORDER  -  FIRST
 AJ5714  ELLP ORDER  -  FOURTH    CLASS I
 AJ5714
 AJ5714.The horizontal coordinates were established by GPS observations
 AJ5714.and adjusted by the National Geodetic Survey in September 2001..
 AJ5714
 AJ5714.The orthometric height was determined by GPS observations and a
 AJ5714.high-resolution geoid model.
 AJ5714
 AJ5714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5714
 AJ5714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5714
 AJ5714.The ellipsoidal height was determined by GPS observations
 AJ5714.and is referenced to NAD 83.
 AJ5714
 AJ5714.The geoid height was determined by GEOID03.
 AJ5714
 AJ5714;                    North         East     Units Scale Factor Converg.
 AJ5714;SPC OH S     -   131,889.650   508,743.804   MT  0.99994204   -0 40 12.8
 AJ5714;UTM  17      - 4,340,225.048   279,206.077   MT  1.00020029   -1 36 56.5
 AJ5714
 AJ5714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5714!SPC OH S     -   0.99996025  x   0.99994204  =   0.99990229
 AJ5714!UTM  17      -   0.99996025  x   1.00020029  =   1.00016053
 AJ5714
 AJ5714|---------------------------------------------------------------------|
 AJ5714| PID    Reference Object                     Distance      Geod. Az  |
 AJ5714|                                                           dddmmss.s |
 AJ5714| AJ5715 HIG014A                             378.072 METERS 09623     |
 AJ5714|---------------------------------------------------------------------|
 AJ5714
 AJ5714                          SUPERSEDED SURVEY CONTROL
 AJ5714
 AJ5714  ELLIP H (09/15/01)  253.37   (m)                       GP(       ) 4 1
 AJ5714
 AJ5714.Superseded values are not recommended for survey control.
 AJ5714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5714.See file dsdata.txt to determine how the superseded data were derived.
 AJ5714
 AJ5714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7920640225(NAD 83)
 AJ5714_MARKER: DD = SURVEY DISK
 AJ5714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5714_STAMPING: HIG014 2001
 AJ5714_PROJECTION: FLUSH
 AJ5714_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5714+STABILITY: SURFACE MOTION
 AJ5714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5714+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5714
 AJ5714  HISTORY     - Date     Condition        Report By
 AJ5714  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5714
 AJ5714                          STATION DESCRIPTION
 AJ5714
 AJ5714'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5714'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5714'APPROXIMATELY 4.0 MI SOUTHEAST OF HILLSBORO, 25.0 MI SOUTHEAST OF
 AJ5714'WILMINGTON, AND 15.5 MI SOUTHWEST OF GREENFIELD.
 AJ5714' 
 AJ5714'TO REACH THE STATION FROM THE COURTHOUSE IN HILLSBORO, GO 0.4 MI
 AJ5714'EAST ON SR 124 TO A FORK, BEAR RIGHT AND CONTINUE EAST ON SR 124
 AJ5714'FOR 3.1 MI AND TURN RIGHT INTO HOUSE DRIVEWAY NO. 9040 AND FOLLOW
 AJ5714'IT TO THE END OF THE GRAVEL DRIVEWAY TO THE STATION.
 AJ5714' 
 AJ5714'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5714'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG014 2001 AND
 AJ5714'IS FLUSH WITH THE GROUND. THE STATION IS 104.4 FT WEST OF POWER
 AJ5714'POLE NO. 253-47, 77.4 FT NORTHEAST OF THE NORTHEAST CORNER OF THE
 AJ5714'HOUSE, 72.9 FT NORTH OF THE NORTHEAST CORNER OF A CONCRETE POOL
 AJ5714'PAD, AND 11.5 FT SOUTH OF A CARSONITE WITNESS POST.
 AJ5714' 
 AJ5714' 
 AJ5714'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5715 ***********************************************************************
 AJ5715  DESIGNATION -  HIG014A
 AJ5715  PID         -  AJ5715
 AJ5715  STATE/COUNTY-  OH/HIGHLAND
 AJ5715  USGS QUAD   -  HILLSBORO (1986)
 AJ5715
 AJ5715                         *CURRENT SURVEY CONTROL
 AJ5715  ___________________________________________________________________
 AJ5715* NAD 83(1995)-  39 10 58.32645(N)    083 33 06.88312(W)     ADJUSTED  
 AJ5715* NAVD 88     -       271.2    (meters)     890.     (feet)  GPS OBS   
 AJ5715  ___________________________________________________________________
 AJ5715  X           -     555,979.460 (meters)                     COMP
 AJ5715  Y           -  -4,919,392.668 (meters)                     COMP
 AJ5715  Z           -   4,008,224.495 (meters)                     COMP
 AJ5715  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AJ5715  ELLIP HEIGHT-         238.40  (meters)          (10/07/05) GPS OBS
 AJ5715  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AJ5715
 AJ5715  HORZ ORDER  -  FIRST
 AJ5715  ELLP ORDER  -  FOURTH    CLASS I
 AJ5715
 AJ5715.The horizontal coordinates were established by GPS observations
 AJ5715.and adjusted by the National Geodetic Survey in September 2001..
 AJ5715
 AJ5715.The orthometric height was determined by GPS observations and a
 AJ5715.high-resolution geoid model.
 AJ5715
 AJ5715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5715
 AJ5715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5715
 AJ5715.The ellipsoidal height was determined by GPS observations
 AJ5715.and is referenced to NAD 83.
 AJ5715
 AJ5715.The geoid height was determined by GEOID03.
 AJ5715
 AJ5715;                    North         East     Units Scale Factor Converg.
 AJ5715;SPC OH S     -   131,843.230   509,118.994   MT  0.99994206   -0 40 02.9
 AJ5715;UTM  17      - 4,340,172.429   279,580.546   MT  1.00019826   -1 36 46.6
 AJ5715
 AJ5715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5715!SPC OH S     -   0.99996260  x   0.99994206  =   0.99990466
 AJ5715!UTM  17      -   0.99996260  x   1.00019826  =   1.00016085
 AJ5715
 AJ5715|---------------------------------------------------------------------|
 AJ5715| PID    Reference Object                     Distance      Geod. Az  |
 AJ5715|                                                           dddmmss.s |
 AJ5715| AJ5714 HIG014                              378.072 METERS 27623     |
 AJ5715|---------------------------------------------------------------------|
 AJ5715
 AJ5715                          SUPERSEDED SURVEY CONTROL
 AJ5715
 AJ5715  ELLIP H (09/15/01)  238.41   (m)                       GP(       ) 4 1
 AJ5715
 AJ5715.Superseded values are not recommended for survey control.
 AJ5715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5715.See file dsdata.txt to determine how the superseded data were derived.
 AJ5715
 AJ5715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7958140172(NAD 83)
 AJ5715_MARKER: DD = SURVEY DISK
 AJ5715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5715_STAMPING: HIG014A 2001
 AJ5715_PROJECTION: FLUSH
 AJ5715_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5715+STABILITY: SURFACE MOTION
 AJ5715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5715+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5715
 AJ5715  HISTORY     - Date     Condition        Report By
 AJ5715  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5715
 AJ5715                          STATION DESCRIPTION
 AJ5715
 AJ5715'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5715'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5715'APPROXIMATELY 4.0 MI SOUTHEAST OF HILLSBORO, 25.0 MI SOUTHEAST OF
 AJ5715'WILMINGTON, AND 15.5 MI SOUTHWEST OF GREENFIELD.
 AJ5715' 
 AJ5715'TO REACH THE STATION FROM THE COURTHOUSE IN HILLSBORO, GO 0.4 MI
 AJ5715'EAST ON SR 124 TO A FORK, BEAR RIGHT AND CONTINUE EAST ON SR 124
 AJ5715'FOR 3.3 MI AND THE STATION IS ON THE RIGHT, 0.10 MI SOUTH ALONG SR 124
 AJ5715'FROM FETTERO RD
 AJ5715' 
 AJ5715'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5715'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG014A 2001 AND
 AJ5715'IS FLUSH WITH THE GROUND. THE STATION IS 24.7 FT SOUTHWEST OF THE
 AJ5715'EDGE OF PAVEMENT FOR SR 124, 196.9 FT EAST OF A POWER POLE, 119.8 FT
 AJ5715'NORTHWEST OF POWER POLE NO. 253-51, AND 5 FT NORTH OF A CARSONITE
 AJ5715'WITNESS POST.
 AJ5715' 
 AJ5715' 
 AJ5715'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5717 ***********************************************************************
 AJ5717  DESIGNATION -  HIG015A
 AJ5717  PID         -  AJ5717
 AJ5717  STATE/COUNTY-  OH/HIGHLAND
 AJ5717  USGS QUAD   -  HILLSBORO (1986)
 AJ5717
 AJ5717                         *CURRENT SURVEY CONTROL
 AJ5717  ___________________________________________________________________
 AJ5717* NAD 83(1995)-  39 14 22.68347(N)    083 30 01.86469(W)     ADJUSTED  
 AJ5717* NAVD 88     -       321.5    (meters)    1055.     (feet)  GPS OBS   
 AJ5717  ___________________________________________________________________
 AJ5717  X           -     559,945.328 (meters)                     COMP
 AJ5717  Y           -  -4,914,972.109 (meters)                     COMP
 AJ5717  Z           -   4,013,139.541 (meters)                     COMP
 AJ5717  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AJ5717  ELLIP HEIGHT-         288.76  (meters)          (10/07/05) GPS OBS
 AJ5717  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 AJ5717
 AJ5717  HORZ ORDER  -  FIRST
 AJ5717  ELLP ORDER  -  FOURTH    CLASS I
 AJ5717
 AJ5717.The horizontal coordinates were established by GPS observations
 AJ5717.and adjusted by the National Geodetic Survey in September 2001..
 AJ5717
 AJ5717.The orthometric height was determined by GPS observations and a
 AJ5717.high-resolution geoid model.
 AJ5717
 AJ5717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5717
 AJ5717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5717
 AJ5717.The ellipsoidal height was determined by GPS observations
 AJ5717.and is referenced to NAD 83.
 AJ5717
 AJ5717.The geoid height was determined by GEOID03.
 AJ5717
 AJ5717;                    North         East     Units Scale Factor Converg.
 AJ5717;SPC OH S     -   138,094.122   513,628.868   MT  0.99993908   -0 38 05.5
 AJ5717;UTM  17      - 4,346,349.486   284,194.194   MT  1.00017347   -1 34 56.5
 AJ5717
 AJ5717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5717!SPC OH S     -   0.99995470  x   0.99993908  =   0.99989378
 AJ5717!UTM  17      -   0.99995470  x   1.00017347  =   1.00012816
 AJ5717
 AJ5717|---------------------------------------------------------------------|
 AJ5717| PID    Reference Object                     Distance      Geod. Az  |
 AJ5717|                                                           dddmmss.s |
 AJ5717| AJ5716 ET 27 WCE                           340.053 METERS 07225     |
 AJ5717|---------------------------------------------------------------------|
 AJ5717
 AJ5717                          SUPERSEDED SURVEY CONTROL
 AJ5717
 AJ5717  ELLIP H (09/15/01)  288.77   (m)                       GP(       ) 4 1
 AJ5717
 AJ5717.Superseded values are not recommended for survey control.
 AJ5717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5717.See file dsdata.txt to determine how the superseded data were derived.
 AJ5717
 AJ5717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8419446349(NAD 83)
 AJ5717_MARKER: DD = SURVEY DISK
 AJ5717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5717_STAMPING: HIG015A 2001
 AJ5717_PROJECTION: FLUSH
 AJ5717_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5717+STABILITY: SURFACE MOTION
 AJ5717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5717+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5717
 AJ5717  HISTORY     - Date     Condition        Report By
 AJ5717  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5717
 AJ5717                          STATION DESCRIPTION
 AJ5717
 AJ5717'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5717'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5717'APPROXIMATELY 7.0 MI NORTHEAST OF HILLSBORO, 24.0 MI SOUTHEAST OF
 AJ5717'WILMINGTON, AND 10.0 MI SOUTHWEST OF GREENFIELD.
 AJ5717' 
 AJ5717'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 62 IN
 AJ5717'HILLSBORO AT THE COURTHOUSE, GO EAST ALONG SR 50 FOR 7.0 MI TO
 AJ5717'OVERMAN RD, TURN LEFT AND GO NORTH ALONG OVERMAN RD FOR 1.85 MI
 AJ5717'TO PETERSBURG RD, TURN LEFT AND GO SOUTHWEST ALONG PETERSBURG
 AJ5717'RD FOR 0.7 MI TO THE STATION ON THE LEFT.
 AJ5717' 
 AJ5717'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5717'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG015A 2001 AND
 AJ5717'IS FLUSH WITH THE GROUND. THE STATION IS 19.3 FT SOUTHEAST OF THE
 AJ5717'CENTERLINE OF PETERSBURG RD, 82.2 FT SOUTHEAST OF POWER POLE
 AJ5717'NO. 641, 166.8 FT SOUTHWEST OF POWER POLE NO. 640, AND 13.0 FT NORTH
 AJ5717'OF A CARSONITE WITNESS POST.
 AJ5717' 
 AJ5717'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5718 ***********************************************************************
 AJ5718  DESIGNATION -  HIG016
 AJ5718  PID         -  AJ5718
 AJ5718  STATE/COUNTY-  OH/HIGHLAND
 AJ5718  USGS QUAD   -  RAINSBORO (1979)
 AJ5718
 AJ5718                         *CURRENT SURVEY CONTROL
 AJ5718  ___________________________________________________________________
 AJ5718* NAD 83(1995)-  39 11 14.70799(N)    083 26 02.31449(W)     ADJUSTED  
 AJ5718* NAVD 88     -       278.8    (meters)     915.     (feet)  GPS OBS   
 AJ5718  ___________________________________________________________________
 AJ5718  X           -     566,068.365 (meters)                     COMP
 AJ5718  Y           -  -4,917,926.597 (meters)                     COMP
 AJ5718  Z           -   4,008,620.896 (meters)                     COMP
 AJ5718  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AJ5718  ELLIP HEIGHT-         246.02  (meters)          (10/07/05) GPS OBS
 AJ5718  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ5718
 AJ5718  HORZ ORDER  -  FIRST
 AJ5718  ELLP ORDER  -  FOURTH    CLASS I
 AJ5718
 AJ5718.The horizontal coordinates were established by GPS observations
 AJ5718.and adjusted by the National Geodetic Survey in September 2001..
 AJ5718
 AJ5718.The orthometric height was determined by GPS observations and a
 AJ5718.high-resolution geoid model.
 AJ5718
 AJ5718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5718
 AJ5718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5718
 AJ5718.The ellipsoidal height was determined by GPS observations
 AJ5718.and is referenced to NAD 83.
 AJ5718
 AJ5718.The geoid height was determined by GEOID03.
 AJ5718
 AJ5718;                    North         East     Units Scale Factor Converg.
 AJ5718;SPC OH S     -   132,236.314   519,313.010   MT  0.99994179   -0 35 33.5
 AJ5718;UTM  17      - 4,340,397.265   289,781.998   MT  1.00014416   -1 32 18.6
 AJ5718
 AJ5718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5718!SPC OH S     -   0.99996140  x   0.99994179  =   0.99990319
 AJ5718!UTM  17      -   0.99996140  x   1.00014416  =   1.00010556
 AJ5718
 AJ5718|---------------------------------------------------------------------|
 AJ5718| PID    Reference Object                     Distance      Geod. Az  |
 AJ5718|                                                           dddmmss.s |
 AJ5718| AJ5719 HIG016A                             342.538 METERS 19145     |
 AJ5718|---------------------------------------------------------------------|
 AJ5718
 AJ5718                          SUPERSEDED SURVEY CONTROL
 AJ5718
 AJ5718  ELLIP H (09/15/01)  246.04   (m)                       GP(       ) 4 1
 AJ5718
 AJ5718.Superseded values are not recommended for survey control.
 AJ5718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5718.See file dsdata.txt to determine how the superseded data were derived.
 AJ5718
 AJ5718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8978240397(NAD 83)
 AJ5718_MARKER: DD = SURVEY DISK
 AJ5718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5718_STAMPING: HIG016 2001
 AJ5718_PROJECTION: FLUSH
 AJ5718_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5718+STABILITY: SURFACE MOTION
 AJ5718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5718+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5718
 AJ5718  HISTORY     - Date     Condition        Report By
 AJ5718  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5718
 AJ5718                          STATION DESCRIPTION
 AJ5718
 AJ5718'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5718'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5718'APPROXIMATELY 10.0 MI EAST OF HILLSBORO, 29.5 MI SOUTHEAST OF
 AJ5718'WILMINGTON, AND 12.0 MI SOUTHWEST OF GREENFIELD.
 AJ5718' 
 AJ5718'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 753, GO
 AJ5718'SOUTH ON SR 753 FOR 1.1 MI TO THE INTERSECTION OF SR 753 AND MC
 AJ5718'COPPIN MILL RD, THEN GO 1.1 MI SOUTH ON MC COPPIN MILL RD TO THE
 AJ5718'STATION ON THE RIGHT.
 AJ5718' 
 AJ5718'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5718'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG016 2001 AND
 AJ5718'IS FLUSH WITH THE GROUND. THE STATION IS 13.3 FT NORTHEAST OF A FIRE
 AJ5718'HYDRANT, 24.85 FT NORTHWEST OF THE CENTERLINE OF MC COPPIN MILL
 AJ5718'RD, 99.2 FT SOUTHWEST OF A TELEPHONE PEDESTAL, AND 1.15 FT
 AJ5718'SOUTHEAST OF A CARSONITE WITNESS POST.
 AJ5718'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5719 ***********************************************************************
 AJ5719  DESIGNATION -  HIG016A
 AJ5719  PID         -  AJ5719
 AJ5719  STATE/COUNTY-  OH/HIGHLAND
 AJ5719  USGS QUAD   -  RAINSBORO (1979)
 AJ5719
 AJ5719                         *CURRENT SURVEY CONTROL
 AJ5719  ___________________________________________________________________
 AJ5719* NAD 83(1995)-  39 11 03.83331(N)    083 26 05.22099(W)     ADJUSTED  
 AJ5719* NAVD 88     -       277.1    (meters)     909.     (feet)  GPS OBS   
 AJ5719  ___________________________________________________________________
 AJ5719  X           -     566,023.145 (meters)                     COMP
 AJ5719  Y           -  -4,918,143.799 (meters)                     COMP
 AJ5719  Z           -   4,008,359.894 (meters)                     COMP
 AJ5719  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AJ5719  ELLIP HEIGHT-         244.35  (meters)          (10/07/05) GPS OBS
 AJ5719  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ5719
 AJ5719  HORZ ORDER  -  FIRST
 AJ5719  ELLP ORDER  -  FOURTH    CLASS I
 AJ5719
 AJ5719.The horizontal coordinates were established by GPS observations
 AJ5719.and adjusted by the National Geodetic Survey in September 2001..
 AJ5719
 AJ5719.The orthometric height was determined by GPS observations and a
 AJ5719.high-resolution geoid model.
 AJ5719
 AJ5719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5719
 AJ5719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5719
 AJ5719.The ellipsoidal height was determined by GPS observations
 AJ5719.and is referenced to NAD 83.
 AJ5719
 AJ5719.The geoid height was determined by GEOID03.
 AJ5719
 AJ5719;                    North         East     Units Scale Factor Converg.
 AJ5719;SPC OH S     -   131,901.713   519,239.792   MT  0.99994197   -0 35 35.3
 AJ5719;UTM  17      - 4,340,063.851   289,703.251   MT  1.00014457   -1 32 20.1
 AJ5719
 AJ5719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5719!SPC OH S     -   0.99996166  x   0.99994197  =   0.99990364
 AJ5719!UTM  17      -   0.99996166  x   1.00014457  =   1.00010623
 AJ5719
 AJ5719|---------------------------------------------------------------------|
 AJ5719| PID    Reference Object                     Distance      Geod. Az  |
 AJ5719|                                                           dddmmss.s |
 AJ5719| AJ5718 HIG016                              342.538 METERS 01145     |
 AJ5719|---------------------------------------------------------------------|
 AJ5719
 AJ5719                          SUPERSEDED SURVEY CONTROL
 AJ5719
 AJ5719  ELLIP H (09/15/01)  244.37   (m)                       GP(       ) 4 1
 AJ5719
 AJ5719.Superseded values are not recommended for survey control.
 AJ5719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5719.See file dsdata.txt to determine how the superseded data were derived.
 AJ5719
 AJ5719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8970340064(NAD 83)
 AJ5719_MARKER: DD = SURVEY DISK
 AJ5719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5719_STAMPING: HIG016A 2001
 AJ5719_PROJECTION: FLUSH
 AJ5719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5719+STABILITY: SURFACE MOTION
 AJ5719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5719+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5719
 AJ5719  HISTORY     - Date     Condition        Report By
 AJ5719  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5719
 AJ5719                          STATION DESCRIPTION
 AJ5719
 AJ5719'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5719'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5719'APPROXIMATELY 10.0 MI EAST OF HILLSBORO, 29.5 MI SOUTHEAST OF
 AJ5719'WILMINGTON, AND 12.0 MI SOUTHWEST OF GREENFIELD.
 AJ5719' 
 AJ5719'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 753, GO
 AJ5719'SOUTH ON SR 753 FOR 1.1 MI TO THE INTERSECTION OF SR 753 AND MC
 AJ5719'COPPIN MILL RD, THEN GO 1.2 MI SOUTH ON MC COPPIN MILL RD TO THE
 AJ5719'STATION ON THE LEFT.
 AJ5719' 
 AJ5719'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5719'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG016A 2001 AND
 AJ5719'IS FLUSH WITH THE GROUND. THE STATION IS 20.8 FT SOUTHEAST OF THE
 AJ5719'CENTERLINE OF MC COPPIN MILL RD, 164.95 FT SOUTHWEST OF TELEPHONE
 AJ5719'AND POEWER POLE NO. 411714, 117.3 FT NORTHEAST OF TELEPHONE AND
 AJ5719'POWER POLE NO. 411710, AND 1.2 FT WEST OF A CARSONITE WITNESS POST.
 AJ5719' 
 AJ5719'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5720 ***********************************************************************
 AJ5720  DESIGNATION -  HIG017
 AJ5720  PID         -  AJ5720
 AJ5720  STATE/COUNTY-  OH/HIGHLAND
 AJ5720  USGS QUAD   -  BAINBRIDGE (1979)
 AJ5720
 AJ5720                         *CURRENT SURVEY CONTROL
 AJ5720  ___________________________________________________________________
 AJ5720* NAD 83(1995)-  39 13 50.54189(N)    083 20 55.50951(W)     ADJUSTED  
 AJ5720* NAVD 88     -       239.4    (meters)     785.     (feet)  GPS OBS   
 AJ5720  ___________________________________________________________________
 AJ5720  X           -     573,027.392 (meters)                     COMP
 AJ5720  Y           -  -4,914,031.177 (meters)                     COMP
 AJ5720  Z           -   4,012,319.758 (meters)                     COMP
 AJ5720  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 AJ5720  ELLIP HEIGHT-         206.54  (meters)          (10/07/05) GPS OBS
 AJ5720  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AJ5720
 AJ5720  HORZ ORDER  -  FIRST
 AJ5720  ELLP ORDER  -  FOURTH    CLASS I
 AJ5720
 AJ5720.The horizontal coordinates were established by GPS observations
 AJ5720.and adjusted by the National Geodetic Survey in September 2001..
 AJ5720
 AJ5720.The orthometric height was determined by GPS observations and a
 AJ5720.high-resolution geoid model.
 AJ5720
 AJ5720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5720
 AJ5720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5720
 AJ5720.The ellipsoidal height was determined by GPS observations
 AJ5720.and is referenced to NAD 83.
 AJ5720
 AJ5720.The geoid height was determined by GEOID03.
 AJ5720
 AJ5720;                    North         East     Units Scale Factor Converg.
 AJ5720;SPC OH S     -   136,968.859   526,720.489   MT  0.99993949   -0 32 18.8
 AJ5720;UTM  17      - 4,345,007.633   297,268.034   MT  1.00010609   -1 29 09.5
 AJ5720
 AJ5720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5720!SPC OH S     -   0.99996760  x   0.99993949  =   0.99990709
 AJ5720!UTM  17      -   0.99996760  x   1.00010609  =   1.00007368
 AJ5720
 AJ5720|---------------------------------------------------------------------|
 AJ5720| PID    Reference Object                     Distance      Geod. Az  |
 AJ5720|                                                           dddmmss.s |
 AJ5720| AJ5721 HIG017A                             394.133 METERS 08514     |
 AJ5720|---------------------------------------------------------------------|
 AJ5720
 AJ5720                          SUPERSEDED SURVEY CONTROL
 AJ5720
 AJ5720  ELLIP H (09/15/01)  206.56   (m)                       GP(       ) 4 1
 AJ5720
 AJ5720.Superseded values are not recommended for survey control.
 AJ5720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5720.See file dsdata.txt to determine how the superseded data were derived.
 AJ5720
 AJ5720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9726845008(NAD 83)
 AJ5720_MARKER: DD = SURVEY DISK
 AJ5720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5720_STAMPING: HIG017 2001
 AJ5720_PROJECTION: FLUSH
 AJ5720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5720+STABILITY: SURFACE MOTION
 AJ5720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5720+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5720
 AJ5720  HISTORY     - Date     Condition        Report By
 AJ5720  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5720
 AJ5720                          STATION DESCRIPTION
 AJ5720
 AJ5720'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5720'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5720'APPROXIMATELY 15.0 MI EAST OF HILLSBORO, 31.5 MI SOUTHEAST OF
 AJ5720'WILMINGTON, AND 9.0 MI SOUTHEAST OF GREENFIELD.
 AJ5720' 
 AJ5720'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 753
 AJ5720'NORTH IN RAINSBORO, GO EAST ALONG SR 50 FOR 4.1 MI TO THE STATION
 AJ5720'ON THE RIGHT, EAST OF THE DRIVE LEADING TO HOUSE NO. 141900.
 AJ5720' 
 AJ5720'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5720'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG017 2001 AND
 AJ5720'IS FLUSH WITH THE GROUND. THE STATION IS 9.4 FT SOUTH OF THE EDGE
 AJ5720'OF PAVEMENT FOR SR 50, 42.5 FT WEST OF THE FIRST METAL POST
 AJ5720'GUARDRAIL, 44.3 FT NORTH OF THE WEST GATE POST, AND 40.6 FT WEST OF
 AJ5720'A CARSONITE WITNESS POST.
 AJ5720' 
 AJ5720' 
 AJ5720'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5721 ***********************************************************************
 AJ5721  DESIGNATION -  HIG017A
 AJ5721  PID         -  AJ5721
 AJ5721  STATE/COUNTY-  OH/HIGHLAND
 AJ5721  USGS QUAD   -  BAINBRIDGE (1979)
 AJ5721
 AJ5721                         *CURRENT SURVEY CONTROL
 AJ5721  ___________________________________________________________________
 AJ5721* NAD 83(1995)-  39 13 51.60439(N)    083 20 39.13359(W)     ADJUSTED  
 AJ5721* NAVD 88     -       234.4    (meters)     769.     (feet)  GPS OBS   
 AJ5721  ___________________________________________________________________
 AJ5721  X           -     573,414.673 (meters)                     COMP
 AJ5721  Y           -  -4,913,961.198 (meters)                     COMP
 AJ5721  Z           -   4,012,341.946 (meters)                     COMP
 AJ5721  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AJ5721  ELLIP HEIGHT-         201.49  (meters)          (10/07/05) GPS OBS
 AJ5721  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AJ5721
 AJ5721  HORZ ORDER  -  FIRST
 AJ5721  ELLP ORDER  -  FOURTH    CLASS I
 AJ5721
 AJ5721.The horizontal coordinates were established by GPS observations
 AJ5721.and adjusted by the National Geodetic Survey in September 2001..
 AJ5721
 AJ5721.The orthometric height was determined by GPS observations and a
 AJ5721.high-resolution geoid model.
 AJ5721
 AJ5721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5721
 AJ5721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5721
 AJ5721.The ellipsoidal height was determined by GPS observations
 AJ5721.and is referenced to NAD 83.
 AJ5721
 AJ5721.The geoid height was determined by GEOID03.
 AJ5721
 AJ5721;                    North         East     Units Scale Factor Converg.
 AJ5721;SPC OH S     -   136,997.940   527,113.523   MT  0.99993947   -0 32 08.4
 AJ5721;UTM  17      - 4,345,030.215   297,661.561   MT  1.00010412   -1 28 59.1
 AJ5721
 AJ5721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5721!SPC OH S     -   0.99996839  x   0.99993947  =   0.99990786
 AJ5721!UTM  17      -   0.99996839  x   1.00010412  =   1.00007251
 AJ5721
 AJ5721|---------------------------------------------------------------------|
 AJ5721| PID    Reference Object                     Distance      Geod. Az  |
 AJ5721|                                                           dddmmss.s |
 AJ5721| AJ5720 HIG017                              394.133 METERS 26514     |
 AJ5721|---------------------------------------------------------------------|
 AJ5721
 AJ5721                          SUPERSEDED SURVEY CONTROL
 AJ5721
 AJ5721  ELLIP H (09/15/01)  201.51   (m)                       GP(       ) 4 1
 AJ5721
 AJ5721.Superseded values are not recommended for survey control.
 AJ5721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5721.See file dsdata.txt to determine how the superseded data were derived.
 AJ5721
 AJ5721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9766245030(NAD 83)
 AJ5721_MARKER: DD = SURVEY DISK
 AJ5721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5721_STAMPING: HIG017A 2001
 AJ5721_PROJECTION: FLUSH
 AJ5721_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5721+STABILITY: SURFACE MOTION
 AJ5721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5721+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5721
 AJ5721  HISTORY     - Date     Condition        Report By
 AJ5721  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5721
 AJ5721                          STATION DESCRIPTION
 AJ5721
 AJ5721'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5721'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5721'APPROXIMATELY 15.0 MI EAST OF HILLSBORO, 31.5 MI SOUTHEAST OF
 AJ5721'WILMINGTON, AND 9.0 MI SOUTHEAST OF GREENFIELD.
 AJ5721' 
 AJ5721'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 753
 AJ5721'NORTH IN RAINSBORO, GO EAST ALONG SR 50 FOR 4.3 MI TO THE STATION
 AJ5721'ON THE LEFT, JUST EAST OF THE COUNTY LINE BETWEEN HIGHLAND AND
 AJ5721'ROSS COUNTIES.
 AJ5721' 
 AJ5721'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5721'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG017A 2001 AND
 AJ5721'IS FLUSH WITH THE GROUND. THE STATION IS 10.3 FT NORTH OF THE EDGE
 AJ5721'OF PAVEMENT OF SR 50, 70.5 FT EAST OF THE FIRST GUARDRAIL POST, 127.4
 AJ5721'FT SOUTHEAST OF TELEPHONE POLE NO. PBE-6, AND 1.2 FT SOUTH OF A
 AJ5721'CARSONITE WITNESS POST.
 AJ5721' 
 AJ5721'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5722 ***********************************************************************
 AJ5722  DESIGNATION -  HIG018
 AJ5722  PID         -  AJ5722
 AJ5722  STATE/COUNTY-  OH/HIGHLAND
 AJ5722  USGS QUAD   -  BAINBRIDGE (1979)
 AJ5722
 AJ5722                         *CURRENT SURVEY CONTROL
 AJ5722  ___________________________________________________________________
 AJ5722* NAD 83(1995)-  39 11 16.82794(N)    083 21 35.43149(W)     ADJUSTED  
 AJ5722* NAVD 88     -       303.3    (meters)     995.     (feet)  GPS OBS   
 AJ5722  ___________________________________________________________________
 AJ5722  X           -     572,428.537 (meters)                     COMP
 AJ5722  Y           -  -4,917,167.851 (meters)                     COMP
 AJ5722  Z           -   4,008,687.026 (meters)                     COMP
 AJ5722  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 AJ5722  ELLIP HEIGHT-         270.48  (meters)          (10/07/05) GPS OBS
 AJ5722  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 AJ5722
 AJ5722  HORZ ORDER  -  FIRST
 AJ5722  ELLP ORDER  -  FOURTH    CLASS I
 AJ5722
 AJ5722.The horizontal coordinates were established by GPS observations
 AJ5722.and adjusted by the National Geodetic Survey in September 2001..
 AJ5722
 AJ5722.The orthometric height was determined by GPS observations and a
 AJ5722.high-resolution geoid model.
 AJ5722
 AJ5722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5722
 AJ5722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5722
 AJ5722.The ellipsoidal height was determined by GPS observations
 AJ5722.and is referenced to NAD 83.
 AJ5722
 AJ5722.The geoid height was determined by GEOID03.
 AJ5722
 AJ5722;                    North         East     Units Scale Factor Converg.
 AJ5722;SPC OH S     -   132,238.069   525,717.943   MT  0.99994175   -0 32 44.1
 AJ5722;UTM  17      - 4,340,293.260   296,187.278   MT  1.00011150   -1 29 29.8
 AJ5722
 AJ5722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5722!SPC OH S     -   0.99995757  x   0.99994175  =   0.99989932
 AJ5722!UTM  17      -   0.99995757  x   1.00011150  =   1.00006906
 AJ5722
 AJ5722|---------------------------------------------------------------------|
 AJ5722| PID    Reference Object                     Distance      Geod. Az  |
 AJ5722|                                                           dddmmss.s |
 AJ5722| AJ5723 HIG018A                             302.943 METERS 13529     |
 AJ5722|---------------------------------------------------------------------|
 AJ5722
 AJ5722                          SUPERSEDED SURVEY CONTROL
 AJ5722
 AJ5722  ELLIP H (09/15/01)  270.50   (m)                       GP(       ) 4 1
 AJ5722
 AJ5722.Superseded values are not recommended for survey control.
 AJ5722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5722.See file dsdata.txt to determine how the superseded data were derived.
 AJ5722
 AJ5722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9618740293(NAD 83)
 AJ5722_MARKER: DD = SURVEY DISK
 AJ5722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5722_STAMPING: HIG018 2001
 AJ5722_PROJECTION: FLUSH
 AJ5722_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5722+STABILITY: SURFACE MOTION
 AJ5722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5722+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5722
 AJ5722  HISTORY     - Date     Condition        Report By
 AJ5722  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5722
 AJ5722                          STATION DESCRIPTION
 AJ5722
 AJ5722'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5722'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5722'APPROXIMATELY 14.5 MI EAST OF HILLSBORO, 33.0 MI SOUTHEAST OF
 AJ5722'WILMINGTON, AND 12.0 MI SOUTHEAST OF GREENFIELD.
 AJ5722' 
 AJ5722'TO REACH THE STATION FROM THE INTERSECTION OF SR 41 AND
 AJ5722'BARRETT MILL RD WHICH IS 300 FT SOUTH OF THE POST OFFICE IN
 AJ5722'CYNTHIANA, TURN LEFT AND GO WEST ON BARRETT MILL RD FOR 1.18 MI TO
 AJ5722'THE STATION ON THE LEFT.
 AJ5722' 
 AJ5722'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5722'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG018 2001 AND
 AJ5722'IS FLUSH WITH THE GROUND. THE STATION IS 22.5 FT SOUTHWEST OF THE
 AJ5722'CENTERLINE OF BARRETT MILL RD, 45.5 FT NORTHWEST OF TELEPHONE AND
 AJ5722'POWERE POLE NO. 412-836, 145.8 FT SOUTHEAST OF TELEPHONE AND
 AJ5722'POWER POLE NO. 412-837, AND 3.15 FT NORTHEAST OF A CARSONITE
 AJ5722'WITNESS POST.
 AJ5722' 
 AJ5722'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5723 ***********************************************************************
 AJ5723  DESIGNATION -  HIG018A
 AJ5723  PID         -  AJ5723
 AJ5723  STATE/COUNTY-  OH/HIGHLAND
 AJ5723  USGS QUAD   -  BAINBRIDGE (1979)
 AJ5723
 AJ5723                         *CURRENT SURVEY CONTROL
 AJ5723  ___________________________________________________________________
 AJ5723* NAD 83(1995)-  39 11 09.82257(N)    083 21 26.58232(W)     ADJUSTED  
 AJ5723* NAVD 88     -       302.1    (meters)     991.     (feet)  GPS OBS   
 AJ5723  ___________________________________________________________________
 AJ5723  X           -     572,655.171 (meters)                     COMP
 AJ5723  Y           -  -4,917,277.911 (meters)                     COMP
 AJ5723  Z           -   4,008,518.776 (meters)                     COMP
 AJ5723  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AJ5723  ELLIP HEIGHT-         269.22  (meters)          (10/07/05) GPS OBS
 AJ5723  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 AJ5723
 AJ5723  HORZ ORDER  -  FIRST
 AJ5723  ELLP ORDER  -  FOURTH    CLASS I
 AJ5723
 AJ5723.The horizontal coordinates were established by GPS observations
 AJ5723.and adjusted by the National Geodetic Survey in September 2001..
 AJ5723
 AJ5723.The orthometric height was determined by GPS observations and a
 AJ5723.high-resolution geoid model.
 AJ5723
 AJ5723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5723
 AJ5723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5723
 AJ5723.The ellipsoidal height was determined by GPS observations
 AJ5723.and is referenced to NAD 83.
 AJ5723
 AJ5723.The geoid height was determined by GEOID03.
 AJ5723
 AJ5723;                    North         East     Units Scale Factor Converg.
 AJ5723;SPC OH S     -   132,020.036   525,928.242   MT  0.99994187   -0 32 38.5
 AJ5723;UTM  17      - 4,340,071.747   296,393.984   MT  1.00011046   -1 29 24.0
 AJ5723
 AJ5723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5723!SPC OH S     -   0.99995776  x   0.99994187  =   0.99989964
 AJ5723!UTM  17      -   0.99995776  x   1.00011046  =   1.00006822
 AJ5723
 AJ5723|---------------------------------------------------------------------|
 AJ5723| PID    Reference Object                     Distance      Geod. Az  |
 AJ5723|                                                           dddmmss.s |
 AJ5723| AJ5722 HIG018                              302.943 METERS 31529     |
 AJ5723|---------------------------------------------------------------------|
 AJ5723
 AJ5723                          SUPERSEDED SURVEY CONTROL
 AJ5723
 AJ5723  ELLIP H (09/15/01)  269.25   (m)                       GP(       ) 4 1
 AJ5723
 AJ5723.Superseded values are not recommended for survey control.
 AJ5723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5723.See file dsdata.txt to determine how the superseded data were derived.
 AJ5723
 AJ5723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9639440072(NAD 83)
 AJ5723_MARKER: DD = SURVEY DISK
 AJ5723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5723_STAMPING: HIG018A 2001
 AJ5723_PROJECTION: FLUSH
 AJ5723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5723+STABILITY: SURFACE MOTION
 AJ5723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5723+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5723
 AJ5723  HISTORY     - Date     Condition        Report By
 AJ5723  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5723
 AJ5723                          STATION DESCRIPTION
 AJ5723
 AJ5723'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5723'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5723'APPROXIMATELY 14.5 MI EAST OF HILLSBORO, 33.0 MI SOUTHEAST OF
 AJ5723'WILMINGTON, AND 12.0 MI SOUTHEAST OF GREENFIELD.
 AJ5723' 
 AJ5723'TO REACH THE STATION FROM THE INTERSECTION OF SR 41 AND
 AJ5723'BARRETT MILL RD WHICH IS 300 FT SOUTH OF THE POST OFFICE IN
 AJ5723'CYNTHIANA, TURN LEFT AND GO WEST ON BARRETT MILL RD FOR 1.0 MI TO
 AJ5723'THE STATION ON THE RIGHT AT THE NORTHWEST CORNER OF THE
 AJ5723'INTERSECTION OF BARRETT MILL RD AND MC NARY RD.
 AJ5723' 
 AJ5723'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5723'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG018A 2001 AND
 AJ5723'IS FLUSH WITH THE GROUND. THE STATION IS 25.3 FT NORTHEAST OF THE
 AJ5723'CENTERLINE OF BARRETT MILL RD, 98.03 FT NORTHEAST OF POWER POLE
 AJ5723'NO. 412-819, 12.85 FT NORTHWEST OF THE CORNER FENCE POST, AND 4.2 FT
 AJ5723'SOUTHWEST OF A CARSONITE WITNESS POST.
 AJ5723' 
 AJ5723'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5724 ***********************************************************************
 AJ5724  DESIGNATION -  HIG019
 AJ5724  PID         -  AJ5724
 AJ5724  STATE/COUNTY-  OH/HIGHLAND
 AJ5724  USGS QUAD   -  LYNCHBURG (1979)
 AJ5724
 AJ5724                         *CURRENT SURVEY CONTROL
 AJ5724  ___________________________________________________________________
 AJ5724* NAD 83(1995)-  39 09 11.06301(N)    083 51 34.75604(W)     ADJUSTED  
 AJ5724* NAVD 88     -       305.5    (meters)    1002.     (feet)  GPS OBS   
 AJ5724  ___________________________________________________________________
 AJ5724  X           -     529,775.210 (meters)                     COMP
 AJ5724  Y           -  -4,924,411.347 (meters)                     COMP
 AJ5724  Z           -   4,005,681.212 (meters)                     COMP
 AJ5724  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 AJ5724  ELLIP HEIGHT-         272.26  (meters)          (10/07/05) GPS OBS
 AJ5724  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AJ5724
 AJ5724  HORZ ORDER  -  FIRST
 AJ5724  ELLP ORDER  -  FOURTH    CLASS I
 AJ5724
 AJ5724.The horizontal coordinates were established by GPS observations
 AJ5724.and adjusted by the National Geodetic Survey in September 2001..
 AJ5724
 AJ5724.The orthometric height was determined by GPS observations and a
 AJ5724.high-resolution geoid model.
 AJ5724
 AJ5724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5724
 AJ5724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5724
 AJ5724.The ellipsoidal height was determined by GPS observations
 AJ5724.and is referenced to NAD 83.
 AJ5724
 AJ5724.The geoid height was determined by GEOID03.
 AJ5724
 AJ5724;                    North         East     Units Scale Factor Converg.
 AJ5724;SPC OH S     -   128,890.981   482,483.248   MT  0.99994401   -0 51 45.8
 AJ5724;UTM  17      - 4,337,658.875   252,890.927   MT  1.00035194   -1 48 23.3
 AJ5724
 AJ5724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5724!SPC OH S     -   0.99995729  x   0.99994401  =   0.99990130
 AJ5724!UTM  17      -   0.99995729  x   1.00035194  =   1.00030921
 AJ5724
 AJ5724|---------------------------------------------------------------------|
 AJ5724| PID    Reference Object                     Distance      Geod. Az  |
 AJ5724|                                                           dddmmss.s |
 AJ5724| AJ5725 HIG019A                             362.669 METERS 28902     |
 AJ5724|---------------------------------------------------------------------|
 AJ5724
 AJ5724                          SUPERSEDED SURVEY CONTROL
 AJ5724
 AJ5724  ELLIP H (09/15/01)  272.27   (m)                       GP(       ) 4 1
 AJ5724
 AJ5724.Superseded values are not recommended for survey control.
 AJ5724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5724.See file dsdata.txt to determine how the superseded data were derived.
 AJ5724
 AJ5724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5289137659(NAD 83)
 AJ5724_MARKER: DD = SURVEY DISK
 AJ5724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5724_STAMPING: HIG019 2001
 AJ5724_PROJECTION: FLUSH
 AJ5724_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5724+STABILITY: SURFACE MOTION
 AJ5724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5724+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5724
 AJ5724  HISTORY     - Date     Condition        Report By
 AJ5724  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5724
 AJ5724                          STATION DESCRIPTION
 AJ5724
 AJ5724'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5724'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5724'APPROXIMATELY 14.5 MI SOUTHWEST OF HILLSBORO, 15.0 MI SOUTHEAST OF
 AJ5724'WILMINGTON, AND 30.5 MI SOUTHWEST OF GREENFIELD.
 AJ5724' 
 AJ5724'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 134 IN
 AJ5724'DODSONVILLE, GO SOUTH ALONG SR 134 FOR 4.5 MI TO WEST BARKER RD,
 AJ5724'TURN RIGHT AND GO WEST ALONG WEST BARKER RD FOR 1.5 MI TO THE
 AJ5724'STATION ON THE LEFT WHICH IS 400 FT EAST OF MC ALLAN RD
 AJ5724' 
 AJ5724'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5724'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG019 2001 AND
 AJ5724'IS FLUSH WITH THE GROUND. THE STATION IS 71.2 FT NORTHEAST OF THE
 AJ5724'NORTHEAST CORNER OF THE BARN, 24.6 FT SOUTHWEST OF THE
 AJ5724'CENTERLINE OF BARKER RD (COUNTY RD 59), 47.4 FT SOUTHWEST OF
 AJ5724'POWER POLE NO. 5H121E, AND 2.55 FT NORTH OF A CARSONITE WITNESS
 AJ5724'POST.
 AJ5724' 
 AJ5724'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5725 ***********************************************************************
 AJ5725  DESIGNATION -  HIG019A
 AJ5725  PID         -  AJ5725
 AJ5725  STATE/COUNTY-  OH/HIGHLAND
 AJ5725  USGS QUAD   -  LYNCHBURG (1979)
 AJ5725
 AJ5725                         *CURRENT SURVEY CONTROL
 AJ5725  ___________________________________________________________________
 AJ5725* NAD 83(1995)-  39 09 14.89841(N)    083 51 49.03461(W)     ADJUSTED  
 AJ5725* NAVD 88     -       306.1    (meters)    1004.     (feet)  GPS OBS   
 AJ5725  ___________________________________________________________________
 AJ5725  X           -     529,426.383 (meters)                     COMP
 AJ5725  Y           -  -4,924,374.192 (meters)                     COMP
 AJ5725  Z           -   4,005,773.295 (meters)                     COMP
 AJ5725  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 AJ5725  ELLIP HEIGHT-         272.83  (meters)          (10/07/05) GPS OBS
 AJ5725  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 AJ5725
 AJ5725  HORZ ORDER  -  FIRST
 AJ5725  ELLP ORDER  -  FOURTH    CLASS I
 AJ5725
 AJ5725.The horizontal coordinates were established by GPS observations
 AJ5725.and adjusted by the National Geodetic Survey in September 2001..
 AJ5725
 AJ5725.The orthometric height was determined by GPS observations and a
 AJ5725.high-resolution geoid model.
 AJ5725
 AJ5725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5725
 AJ5725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5725
 AJ5725.The ellipsoidal height was determined by GPS observations
 AJ5725.and is referenced to NAD 83.
 AJ5725
 AJ5725.The geoid height was determined by GEOID03.
 AJ5725
 AJ5725;                    North         East     Units Scale Factor Converg.
 AJ5725;SPC OH S     -   129,014.408   482,142.250   MT  0.99994394   -0 51 54.9
 AJ5725;UTM  17      - 4,337,787.954   252,551.870   MT  1.00035400   -1 48 32.5
 AJ5725
 AJ5725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5725!SPC OH S     -   0.99995720  x   0.99994394  =   0.99990114
 AJ5725!UTM  17      -   0.99995720  x   1.00035400  =   1.00031118
 AJ5725
 AJ5725|---------------------------------------------------------------------|
 AJ5725| PID    Reference Object                     Distance      Geod. Az  |
 AJ5725|                                                           dddmmss.s |
 AJ5725| AJ5724 HIG019                              362.669 METERS 10902     |
 AJ5725|---------------------------------------------------------------------|
 AJ5725
 AJ5725                          SUPERSEDED SURVEY CONTROL
 AJ5725
 AJ5725  ELLIP H (09/15/01)  272.84   (m)                       GP(       ) 4 1
 AJ5725
 AJ5725.Superseded values are not recommended for survey control.
 AJ5725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5725.See file dsdata.txt to determine how the superseded data were derived.
 AJ5725
 AJ5725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5255237788(NAD 83)
 AJ5725_MARKER: DD = SURVEY DISK
 AJ5725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5725_STAMPING: HIG019A 2001
 AJ5725_PROJECTION: FLUSH
 AJ5725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5725+STABILITY: SURFACE MOTION
 AJ5725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5725+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5725
 AJ5725  HISTORY     - Date     Condition        Report By
 AJ5725  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5725
 AJ5725                          STATION DESCRIPTION
 AJ5725
 AJ5725'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5725'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5725'APPROXIMATELY 14.5 MI SOUTHWEST OF HILLSBORO, 15.0 MI SOUTHEAST OF
 AJ5725'WILMINGTON, AND 30.5 MI SOUTHWEST OF GREENFIELD.
 AJ5725' 
 AJ5725'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 134 IN
 AJ5725'DODSONVILLE, GO SOUTH ALONG SR 134 FOR 4.5 MI TO WEST BARKER RD,
 AJ5725'TURN RIGHT AND GO WEST ALONG WEST BARKER RD FOR 1.25 MI TO THE
 AJ5725'STATION ON THE RIGHT WHICH IS 160 FT EAST OF A DRIVE LEADING TO
 AJ5725'HOUSE NO. 305.
 AJ5725' 
 AJ5725'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5725'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG019A 2001 AND
 AJ5725'IS FLUSH WITH THE GROUND. THE STATION IS 48.85 FT NORTHWEST OF
 AJ5725'POWER POLE NO. 5HL5E, 23.05 FT NORTHEAST OF THE CENTERLINE OF
 AJ5725'BARKER
 AJ5725'RD (COUNTY RD 59), 89.95 FT SOUTHEAST OF A 15 IN TREE, AND 2.51 FT
 AJ5725'SOUTH OF A CARSONITE WITNESS POST.
 AJ5725' 
 AJ5725'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5726 ***********************************************************************
 AJ5726  DESIGNATION -  HIG020
 AJ5726  PID         -  AJ5726
 AJ5726  STATE/COUNTY-  OH/HIGHLAND
 AJ5726  USGS QUAD   -  SARDINIA (1986)
 AJ5726
 AJ5726                         *CURRENT SURVEY CONTROL
 AJ5726  ___________________________________________________________________
 AJ5726* NAD 83(1995)-  39 06 59.43007(N)    083 48 51.77063(W)     ADJUSTED  
 AJ5726* NAVD 88     -       302.3    (meters)     992.     (feet)  GPS OBS   
 AJ5726  ___________________________________________________________________
 AJ5726  X           -     533,942.004 (meters)                     COMP
 AJ5726  Y           -  -4,926,536.014 (meters)                     COMP
 AJ5726  Z           -   4,002,530.420 (meters)                     COMP
 AJ5726  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 AJ5726  ELLIP HEIGHT-         269.13  (meters)          (10/07/05) GPS OBS
 AJ5726  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AJ5726
 AJ5726  HORZ ORDER  -  FIRST
 AJ5726  ELLP ORDER  -  FOURTH    CLASS I
 AJ5726
 AJ5726.The horizontal coordinates were established by GPS observations
 AJ5726.and adjusted by the National Geodetic Survey in September 2001..
 AJ5726
 AJ5726.The orthometric height was determined by GPS observations and a
 AJ5726.high-resolution geoid model.
 AJ5726
 AJ5726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5726
 AJ5726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5726
 AJ5726.The ellipsoidal height was determined by GPS observations
 AJ5726.and is referenced to NAD 83.
 AJ5726
 AJ5726.The geoid height was determined by GEOID03.
 AJ5726
 AJ5726;                    North         East     Units Scale Factor Converg.
 AJ5726;SPC OH S     -   124,774.350   486,336.953   MT  0.99994678   -0 50 02.4
 AJ5726;UTM  17      - 4,333,477.720   256,677.848   MT  1.00032907   -1 46 35.3
 AJ5726
 AJ5726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5726!SPC OH S     -   0.99995778  x   0.99994678  =   0.99990456
 AJ5726!UTM  17      -   0.99995778  x   1.00032907  =   1.00028683
 AJ5726
 AJ5726:                Primary Azimuth Mark                     Grid Az
 AJ5726:SPC OH S     -  HIG020A                                  127 20 41.7
 AJ5726:UTM  17      -  HIG020A                                  128 17 14.6
 AJ5726
 AJ5726|---------------------------------------------------------------------|
 AJ5726| PID    Reference Object                     Distance      Geod. Az  |
 AJ5726|                                                           dddmmss.s |
 AJ5726| AJ5727 HIG020A                             443.855 METERS 1263039.3 |
 AJ5726|---------------------------------------------------------------------|
 AJ5726
 AJ5726                          SUPERSEDED SURVEY CONTROL
 AJ5726
 AJ5726  ELLIP H (09/15/01)  269.15   (m)                       GP(       ) 4 1
 AJ5726
 AJ5726.Superseded values are not recommended for survey control.
 AJ5726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5726.See file dsdata.txt to determine how the superseded data were derived.
 AJ5726
 AJ5726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5667833478(NAD 83)
 AJ5726_MARKER: DD = SURVEY DISK
 AJ5726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5726_STAMPING: HIG020 2001
 AJ5726_PROJECTION: FLUSH
 AJ5726_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5726+STABILITY: SURFACE MOTION
 AJ5726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5726+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5726
 AJ5726  HISTORY     - Date     Condition        Report By
 AJ5726  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5726
 AJ5726                          STATION DESCRIPTION
 AJ5726
 AJ5726'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5726'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5726'APPROXIMATELY 13.0 MI SOUTHWEST OF HILLSBORO, 24.0 MI SOUTHEAST OF
 AJ5726'WILMINGTON, AND 29.5 MI SOUTHWEST OF GREENFIELD.
 AJ5726' 
 AJ5726'TO REACH THE STATION FROM THE INTERSECTION OF SR 138 AND SR 134 IN
 AJ5726'BUFORD, GO NORTHEAST ALONG SR 138 FOR 2,5 MI TO CERTIER RD, TURN
 AJ5726'LEFT AND GO NORTH ALONG CERTIER RD FOR 1.65 MI TO THE STATION ON
 AJ5726'THE RIGHT.
 AJ5726' 
 AJ5726'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5726'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG020 2001 AND
 AJ5726'IS FLUSH WITH THE GROUND. THE STATION IS 36.85 FT SOUTHEAST OF THE
 AJ5726'FENCE CORNER, 11.05 FT WEST OF THE CENTERLINE OF CERTIER RD
 AJ5726'(COUNTY RD 13), 96.0 FT NORTH OF POWER POLE NO. 3Q-2SN51, 5.0 FT EAST
 AJ5726'OF
 AJ5726'THE SOUTH END OF THE CENTELINE OF A 12 IN RCP DRAIN, AND 6.8 FT EAST
 AJ5726'OF A CARSONITE WITNESS POST.
 AJ5726' 
 AJ5726'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5727 ***********************************************************************
 AJ5727  DESIGNATION -  HIG020A
 AJ5727  PID         -  AJ5727
 AJ5727  STATE/COUNTY-  OH/HIGHLAND
 AJ5727  USGS QUAD   -  SARDINIA (1986)
 AJ5727
 AJ5727                         *CURRENT SURVEY CONTROL
 AJ5727  ___________________________________________________________________
 AJ5727* NAD 83(1995)-  39 06 50.86632(N)    083 48 36.92121(W)     ADJUSTED  
 AJ5727* NAVD 88     -       297.9    (meters)     977.     (feet)  GPS OBS   
 AJ5727  ___________________________________________________________________
 AJ5727  X           -     534,314.272 (meters)                     COMP
 AJ5727  Y           -  -4,926,659.829 (meters)                     COMP
 AJ5727  Z           -   4,002,322.745 (meters)                     COMP
 AJ5727  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 AJ5727  ELLIP HEIGHT-         264.75  (meters)          (10/07/05) GPS OBS
 AJ5727  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AJ5727
 AJ5727  HORZ ORDER  -  FIRST
 AJ5727  ELLP ORDER  -  FOURTH    CLASS I
 AJ5727
 AJ5727.The horizontal coordinates were established by GPS observations
 AJ5727.and adjusted by the National Geodetic Survey in September 2001..
 AJ5727
 AJ5727.The orthometric height was determined by GPS observations and a
 AJ5727.high-resolution geoid model.
 AJ5727
 AJ5727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5727
 AJ5727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5727
 AJ5727.The ellipsoidal height was determined by GPS observations
 AJ5727.and is referenced to NAD 83.
 AJ5727
 AJ5727.The geoid height was determined by GEOID03.
 AJ5727
 AJ5727;                    North         East     Units Scale Factor Converg.
 AJ5727;SPC OH S     -   124,505.117   486,689.798   MT  0.99994697   -0 49 53.0
 AJ5727;UTM  17      - 4,333,202.615   257,026.349   MT  1.00032698   -1 46 25.6
 AJ5727
 AJ5727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5727!SPC OH S     -   0.99995846  x   0.99994697  =   0.99990544
 AJ5727!UTM  17      -   0.99995846  x   1.00032698  =   1.00028543
 AJ5727
 AJ5727:                Primary Azimuth Mark                     Grid Az
 AJ5727:SPC OH S     -  HIG020                                   307 20 41.7
 AJ5727:UTM  17      -  HIG020                                   308 17 14.3
 AJ5727
 AJ5727|---------------------------------------------------------------------|
 AJ5727| PID    Reference Object                     Distance      Geod. Az  |
 AJ5727|                                                           dddmmss.s |
 AJ5727| AJ5726 HIG020                              443.855 METERS 3063048.7 |
 AJ5727|---------------------------------------------------------------------|
 AJ5727
 AJ5727                          SUPERSEDED SURVEY CONTROL
 AJ5727
 AJ5727  ELLIP H (09/15/01)  264.78   (m)                       GP(       ) 4 1
 AJ5727
 AJ5727.Superseded values are not recommended for survey control.
 AJ5727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5727.See file dsdata.txt to determine how the superseded data were derived.
 AJ5727
 AJ5727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5702633203(NAD 83)
 AJ5727_MARKER: DD = SURVEY DISK
 AJ5727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5727_STAMPING: HIG020A 2001
 AJ5727_PROJECTION: FLUSH
 AJ5727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5727+STABILITY: SURFACE MOTION
 AJ5727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5727+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5727
 AJ5727  HISTORY     - Date     Condition        Report By
 AJ5727  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5727
 AJ5727                          STATION DESCRIPTION
 AJ5727
 AJ5727'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5727'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5727'APPROXIMATELY 13.0 MI SOUTHWEST OF HILLSBORO, 24.0 MI SOUTHEAST OF
 AJ5727'WILMINGTON, AND 29.5 MI SOUTHWEST OF GREENFIELD.
 AJ5727' 
 AJ5727'TO REACH THE STATION FROM THE INTERSECTION OF SR 138 AND SR 134 IN
 AJ5727'BUFORD, GO NORTHEAST ALONG SR 138 FOR 2,5 MI TO CERTIER RD, TURN
 AJ5727'LEFT AND GO NORTH ALONG CERTIER RD FOR 1.35 MI TO THE STATION ON
 AJ5727'THE RIGHT WHICH IS 0.05 MI NORTH OF GOSSETT RD AND JUST SOUTH OF A
 AJ5727'BRIDGE.
 AJ5727' 
 AJ5727'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5727'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG020A 2001 AND
 AJ5727'IS FLUSH WITH THE GROUND. THE STATION IS 39.7 FT NORTHEAST OF THE
 AJ5727'NORTHEAST CORNER OF A BARN, 13.5 FT NORTHEAST OF THE CENTERLINE
 AJ5727'OF CERTIER RD (COUNTY RD 13), 29.5 FT SOUTHEAST OF A CURVE AHEAD
 AJ5727'SIGN, 2.86 FT SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE PAD FOR
 AJ5727' THE SOUTHEAST END OF THE GUARDRAIL, AND 3.8 FT SOUTHWEST OF A
 AJ5727'CARSONITE WITNESS POST.
 AJ5727'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5728 ***********************************************************************
 AJ5728  DESIGNATION -  HIG021
 AJ5728  PID         -  AJ5728
 AJ5728  STATE/COUNTY-  OH/HIGHLAND
 AJ5728  USGS QUAD   -  SUGAR TREE RIDGE (1986)
 AJ5728
 AJ5728                         *CURRENT SURVEY CONTROL
 AJ5728  ___________________________________________________________________
 AJ5728* NAD 83(1995)-  39 07 03.05972(N)    083 41 11.60136(W)     ADJUSTED  
 AJ5728* NAVD 88     -       313.4    (meters)    1028.     (feet)  GPS OBS   
 AJ5728  ___________________________________________________________________
 AJ5728  X           -     544,924.795 (meters)                     COMP
 AJ5728  Y           -  -4,925,271.148 (meters)                     COMP
 AJ5728  Z           -   4,002,624.459 (meters)                     COMP
 AJ5728  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AJ5728  ELLIP HEIGHT-         280.53  (meters)          (10/07/05) GPS OBS
 AJ5728  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 AJ5728
 AJ5728  HORZ ORDER  -  FIRST
 AJ5728  ELLP ORDER  -  FOURTH    CLASS I
 AJ5728
 AJ5728.The horizontal coordinates were established by GPS observations
 AJ5728.and adjusted by the National Geodetic Survey in September 2001..
 AJ5728
 AJ5728.The orthometric height was determined by GPS observations and a
 AJ5728.high-resolution geoid model.
 AJ5728
 AJ5728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5728
 AJ5728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5728
 AJ5728.The ellipsoidal height was determined by GPS observations
 AJ5728.and is referenced to NAD 83.
 AJ5728
 AJ5728.The geoid height was determined by GEOID03.
 AJ5728
 AJ5728;                    North         East     Units Scale Factor Converg.
 AJ5728;SPC OH S     -   124,733.190   497,391.594   MT  0.99994669   -0 45 10.4
 AJ5728;UTM  17      - 4,333,254.620   267,734.181   MT  1.00026431   -1 41 44.7
 AJ5728
 AJ5728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5728!SPC OH S     -   0.99995599  x   0.99994669  =   0.99990268
 AJ5728!UTM  17      -   0.99995599  x   1.00026431  =   1.00022029
 AJ5728
 AJ5728:                Primary Azimuth Mark                     Grid Az
 AJ5728:SPC OH S     -  HIG021A                                  101 29 16.3
 AJ5728:UTM  17      -  HIG021A                                  102 25 50.6
 AJ5728
 AJ5728|---------------------------------------------------------------------|
 AJ5728| PID    Reference Object                     Distance      Geod. Az  |
 AJ5728|                                                           dddmmss.s |
 AJ5728| AJ5729 HIG021A                             APPROX. 0.5 KM 1004405.9 |
 AJ5728|---------------------------------------------------------------------|
 AJ5728
 AJ5728                          SUPERSEDED SURVEY CONTROL
 AJ5728
 AJ5728  ELLIP H (09/15/01)  280.55   (m)                       GP(       ) 4 1
 AJ5728
 AJ5728.Superseded values are not recommended for survey control.
 AJ5728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5728.See file dsdata.txt to determine how the superseded data were derived.
 AJ5728
 AJ5728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6773433255(NAD 83)
 AJ5728_MARKER: DD = SURVEY DISK
 AJ5728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5728_STAMPING: HIG021 2001
 AJ5728_PROJECTION: FLUSH
 AJ5728_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5728+STABILITY: SURFACE MOTION
 AJ5728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5728+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5728
 AJ5728  HISTORY     - Date     Condition        Report By
 AJ5728  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5728
 AJ5728                          STATION DESCRIPTION
 AJ5728
 AJ5728'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5728'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5728'APPROXIMATELY 7.5 MI SOUTHWEST OF HILLSBORO, 21.5 MI SOUTHEAST OF
 AJ5728'WILMINGTON, AND 24.5 MI SOUTHWEST OF GREENFIELD.
 AJ5728' 
 AJ5728'TO REACH THE STATION FROM THE INTERSECTION OF SR 62 AND SR 50 IN
 AJ5728'HILLSBORO, GO SOUTH ALONG SR 62 FOR 7.1 MI TO LENINGER-HAIGH RD,
 AJ5728'TURN RIGHT AND GO WEST ALONG LENINGER-HAIGH RD FOR 0.65 MI TO THE
 AJ5728'STATION ON THE LEFT.
 AJ5728' 
 AJ5728'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5728'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG021 2001 AND
 AJ5728'IS FLUSH WITH THE GROUND. THE STATION IS 15.6 FT SOUTHWEST OF THE
 AJ5728'CENTERLINE OF LENINGER-HAIGH RD (COUNTY RD 72), 81.5 FT SOUTHEAST
 AJ5728'OF POWER POLE NO. 402-611, 47.1 FT SOUTHWEST OF MAILBOX NO. 5343,
 AJ5728'AND 5.3 FT NORTHEAST OF A CARSONITE WITNESS POST.
 AJ5728' 
 AJ5728'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5729 ***********************************************************************
 AJ5729  DESIGNATION -  HIG021A
 AJ5729  PID         -  AJ5729
 AJ5729  STATE/COUNTY-  OH/HIGHLAND
 AJ5729  USGS QUAD   -  SUGAR TREE RIDGE (1986)
 AJ5729
 AJ5729                         *CURRENT SURVEY CONTROL
 AJ5729  ___________________________________________________________________
 AJ5729* NAD 83(1995)-  39 06 59.73783(N)    083 40 49.11288(W)     ADJUSTED  
 AJ5729* NAVD 88     -       322.5    (meters)    1058.     (feet)  GPS OBS   
 AJ5729  ___________________________________________________________________
 AJ5729  X           -     545,469.665 (meters)                     COMP
 AJ5729  Y           -  -4,925,282.903 (meters)                     COMP
 AJ5729  Z           -   4,002,550.666 (meters)                     COMP
 AJ5729  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AJ5729  ELLIP HEIGHT-         289.55  (meters)          (10/07/05) GPS OBS
 AJ5729  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 AJ5729
 AJ5729  HORZ ORDER  -  FIRST
 AJ5729  ELLP ORDER  -  FOURTH    CLASS I
 AJ5729
 AJ5729.The horizontal coordinates were established by GPS observations
 AJ5729.and adjusted by the National Geodetic Survey in September 2001..
 AJ5729
 AJ5729.The orthometric height was determined by GPS observations and a
 AJ5729.high-resolution geoid model.
 AJ5729
 AJ5729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5729
 AJ5729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5729
 AJ5729.The ellipsoidal height was determined by GPS observations
 AJ5729.and is referenced to NAD 83.
 AJ5729
 AJ5729.The geoid height was determined by GEOID03.
 AJ5729
 AJ5729;                    North         East     Units Scale Factor Converg.
 AJ5729;SPC OH S     -   124,623.683   497,930.422   MT  0.99994677   -0 44 56.1
 AJ5729;UTM  17      - 4,333,136.224   268,271.303   MT  1.00026124   -1 41 30.3
 AJ5729
 AJ5729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5729!SPC OH S     -   0.99995457  x   0.99994677  =   0.99990135
 AJ5729!UTM  17      -   0.99995457  x   1.00026124  =   1.00021580
 AJ5729
 AJ5729:                Primary Azimuth Mark                     Grid Az
 AJ5729:SPC OH S     -  HIG021                                   281 29 16.2
 AJ5729:UTM  17      -  HIG021                                   282 25 50.4
 AJ5729
 AJ5729|---------------------------------------------------------------------|
 AJ5729| PID    Reference Object                     Distance      Geod. Az  |
 AJ5729|                                                           dddmmss.s |
 AJ5729| AJ5728 HIG021                              APPROX. 0.5 KM 2804420.1 |
 AJ5729|---------------------------------------------------------------------|
 AJ5729
 AJ5729                          SUPERSEDED SURVEY CONTROL
 AJ5729
 AJ5729  ELLIP H (09/15/01)  289.57   (m)                       GP(       ) 4 1
 AJ5729
 AJ5729.Superseded values are not recommended for survey control.
 AJ5729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5729.See file dsdata.txt to determine how the superseded data were derived.
 AJ5729
 AJ5729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6827133136(NAD 83)
 AJ5729_MARKER: DD = SURVEY DISK
 AJ5729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5729_STAMPING: HIG021A 2001
 AJ5729_PROJECTION: FLUSH
 AJ5729_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5729+STABILITY: SURFACE MOTION
 AJ5729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5729+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5729
 AJ5729  HISTORY     - Date     Condition        Report By
 AJ5729  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5729
 AJ5729                          STATION DESCRIPTION
 AJ5729
 AJ5729'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5729'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5729'APPROXIMATELY 7.5 MI SOUTHWEST OF HILLSBORO, 21.5 MI SOUTHEAST OF
 AJ5729'WILMINGTON, AND 24.5 MI SOUTHWEST OF GREENFIELD.
 AJ5729' 
 AJ5729'TO REACH THE STATION FROM THE INTERSECTION OF SR 62 AND SR 50 IN
 AJ5729'HILLSBORO, GO SOUTH ALONG SR 62 FOR 7.1 MI TO LENINGER-HAIGH RD,
 AJ5729'TURN RIGHT AND GO WEST ALONG LENINGER-HAIGH RD FOR 0.35 MI TO THE
 AJ5729'STATION ON THE LEFT.
 AJ5729' 
 AJ5729'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5729'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG021A 2001 AND
 AJ5729'IS FLUSH WITH THE GROUND. THE STATION IS 18.8 FT SOUTH OF THE
 AJ5729'CENTERLINE OF LENINGER-HAIGH RD (COUNTY RD 72), 60.6 FT SOUTHWEST
 AJ5729'OF THE MIDDLE OF THE DOUBLE GATE, 83.3 FT NORTHWEST OF THE
 AJ5729'NORTHWEST CORNER OF THE BARN, AND 16.3 FT NORTH OF A CARSONITE
 AJ5729'WITNESS POST.
 AJ5729'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5730 ***********************************************************************
 AJ5730  DESIGNATION -  HIG022
 AJ5730  PID         -  AJ5730
 AJ5730  STATE/COUNTY-  OH/HIGHLAND
 AJ5730  USGS QUAD   -  BELFAST (1988)
 AJ5730
 AJ5730                         *CURRENT SURVEY CONTROL
 AJ5730  ___________________________________________________________________
 AJ5730* NAD 83(1995)-  39 06 18.19546(N)    083 32 34.98802(W)     ADJUSTED  
 AJ5730* NAVD 88     -       309.3    (meters)    1015.     (feet)  GPS OBS   
 AJ5730  ___________________________________________________________________
 AJ5730  X           -     557,356.762 (meters)                     COMP
 AJ5730  Y           -  -4,924,754.989 (meters)                     COMP
 AJ5730  Z           -   4,001,548.311 (meters)                     COMP
 AJ5730  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AJ5730  ELLIP HEIGHT-         276.43  (meters)          (10/07/05) GPS OBS
 AJ5730  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 AJ5730
 AJ5730  HORZ ORDER  -  FIRST
 AJ5730  ELLP ORDER  -  FOURTH    CLASS I
 AJ5730
 AJ5730.The horizontal coordinates were established by GPS observations
 AJ5730.and adjusted by the National Geodetic Survey in September 2001..
 AJ5730
 AJ5730.The orthometric height was determined by GPS observations and a
 AJ5730.high-resolution geoid model.
 AJ5730
 AJ5730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5730
 AJ5730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5730
 AJ5730.The ellipsoidal height was determined by GPS observations
 AJ5730.and is referenced to NAD 83.
 AJ5730
 AJ5730.The geoid height was determined by GEOID03.
 AJ5730
 AJ5730;                    North         East     Units Scale Factor Converg.
 AJ5730;SPC OH S     -   123,196.614   509,784.626   MT  0.99994773   -0 39 42.6
 AJ5730;UTM  17      - 4,331,513.836   280,103.742   MT  1.00019543   -1 36 16.8
 AJ5730
 AJ5730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5730!SPC OH S     -   0.99995663  x   0.99994773  =   0.99990436
 AJ5730!UTM  17      -   0.99995663  x   1.00019543  =   1.00015205
 AJ5730
 AJ5730|---------------------------------------------------------------------|
 AJ5730| PID    Reference Object                     Distance      Geod. Az  |
 AJ5730|                                                           dddmmss.s |
 AJ5730| AJ5731 HIG022A                             330.360 METERS 34742     |
 AJ5730|---------------------------------------------------------------------|
 AJ5730
 AJ5730                          SUPERSEDED SURVEY CONTROL
 AJ5730
 AJ5730  ELLIP H (09/15/01)  276.45   (m)                       GP(       ) 4 1
 AJ5730
 AJ5730.Superseded values are not recommended for survey control.
 AJ5730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5730.See file dsdata.txt to determine how the superseded data were derived.
 AJ5730
 AJ5730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8010431514(NAD 83)
 AJ5730_MARKER: DD = SURVEY DISK
 AJ5730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5730_STAMPING: HIG022 2001
 AJ5730_PROJECTION: FLUSH
 AJ5730_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5730+STABILITY: SURFACE MOTION
 AJ5730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5730+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5730
 AJ5730  HISTORY     - Date     Condition        Report By
 AJ5730  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5730
 AJ5730                          STATION DESCRIPTION
 AJ5730
 AJ5730'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5730'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5730'APPROXIMATELY 8.0 MI SOUTHEAST OF HILLSBORO, 30.0 MI SOUTHEAST OF
 AJ5730'WILMINGTON, AND 20.0 MI SOUTHWEST OF GREENFIELD.
 AJ5730' 
 AJ5730'TO REACH THE STATION FROM THE INTERSECTION OF SR 73 AND SR 247 IN
 AJ5730'HILLSBORO, GO EAST ON SR 73 FOR 7.6 MI TO THE STATION ON THE LEFT
 AJ5730'JUST PAST THE GRAVEL DRIVE LEADING TO HOUSE NO. 3418.
 AJ5730' 
 AJ5730'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5730'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG022 2001 AND
 AJ5730'IS FLUSH WITH THE GROUND. THE STATION IS 31.6 FT NORTHWEST OF
 AJ5730'POWER POLE NO. 415-900, 22.25 FT EAST OF THE CENTERLINE OF SR 73,
 AJ5730'72.25
 AJ5730'SOUTH OF THE CENTERLINE OF THE GRAVEL DRIVE FOR HOUSE NO. 3418,
 AJ5730'AND 5.43 FT WEST OF A CARSONITE WITNESS POST.
 AJ5730' 
 AJ5730' 
 AJ5730'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5731 ***********************************************************************
 AJ5731  DESIGNATION -  HIG022A
 AJ5731  PID         -  AJ5731
 AJ5731  STATE/COUNTY-  OH/HIGHLAND
 AJ5731  USGS QUAD   -  BELFAST (1988)
 AJ5731
 AJ5731                         *CURRENT SURVEY CONTROL
 AJ5731  ___________________________________________________________________
 AJ5731* NAD 83(1995)-  39 06 28.66201(N)    083 32 37.91849(W)     ADJUSTED  
 AJ5731* NAVD 88     -       310.3    (meters)    1018.     (feet)  GPS OBS   
 AJ5731  ___________________________________________________________________
 AJ5731  X           -     557,263.992 (meters)                     COMP
 AJ5731  Y           -  -4,924,561.400 (meters)                     COMP
 AJ5731  Z           -   4,001,799.439 (meters)                     COMP
 AJ5731  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AJ5731  ELLIP HEIGHT-         277.47  (meters)          (10/07/05) GPS OBS
 AJ5731  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ5731
 AJ5731  HORZ ORDER  -  FIRST
 AJ5731  ELLP ORDER  -  FOURTH    CLASS I
 AJ5731
 AJ5731.The horizontal coordinates were established by GPS observations
 AJ5731.and adjusted by the National Geodetic Survey in September 2001..
 AJ5731
 AJ5731.The orthometric height was determined by GPS observations and a
 AJ5731.high-resolution geoid model.
 AJ5731
 AJ5731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5731
 AJ5731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5731
 AJ5731.The ellipsoidal height was determined by GPS observations
 AJ5731.and is referenced to NAD 83.
 AJ5731
 AJ5731.The geoid height was determined by GEOID03.
 AJ5731
 AJ5731;                    North         East     Units Scale Factor Converg.
 AJ5731;SPC OH S     -   123,520.158   509,717.954   MT  0.99994748   -0 39 44.5
 AJ5731;UTM  17      - 4,331,838.515   280,042.389   MT  1.00019577   -1 36 19.0
 AJ5731
 AJ5731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5731!SPC OH S     -   0.99995647  x   0.99994748  =   0.99990395
 AJ5731!UTM  17      -   0.99995647  x   1.00019577  =   1.00015223
 AJ5731
 AJ5731|---------------------------------------------------------------------|
 AJ5731| PID    Reference Object                     Distance      Geod. Az  |
 AJ5731|                                                           dddmmss.s |
 AJ5731| AJ5730 HIG022                              330.360 METERS 16742     |
 AJ5731|---------------------------------------------------------------------|
 AJ5731
 AJ5731                          SUPERSEDED SURVEY CONTROL
 AJ5731
 AJ5731  ELLIP H (09/15/01)  277.50   (m)                       GP(       ) 4 1
 AJ5731
 AJ5731.Superseded values are not recommended for survey control.
 AJ5731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5731.See file dsdata.txt to determine how the superseded data were derived.
 AJ5731
 AJ5731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8004231839(NAD 83)
 AJ5731_MARKER: DD = SURVEY DISK
 AJ5731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5731_STAMPING: HIG022A 2001
 AJ5731_PROJECTION: FLUSH
 AJ5731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5731+STABILITY: SURFACE MOTION
 AJ5731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5731+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5731
 AJ5731  HISTORY     - Date     Condition        Report By
 AJ5731  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5731
 AJ5731                          STATION DESCRIPTION
 AJ5731
 AJ5731'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5731'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5731'APPROXIMATELY 8.0 MI SOUTHEAST OF HILLSBORO, 30.0 MI SOUTHEAST OF
 AJ5731'WILMINGTON, AND 20.0 MI SOUTHWEST OF GREENFIELD.
 AJ5731' 
 AJ5731'TO REACH THE STATION FROM THE INTERSECTION OF SR 73 AND SR 247 IN
 AJ5731'HILLSBORO, GO EAST ON SR 73 FOR 7.3 MI TO THE STATION ON THE LEFT
 AJ5731'JUST PAST THE GRAVEL DRIVE LEADING TO A GRAY BARN.
 AJ5731' 
 AJ5731'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5731'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG022A 2001 AND
 AJ5731'IS FLUSH WITH THE GROUND. THE STATION IS 21.3 FT SOUTHWEST OF
 AJ5731'POWER POLE NO. NAC-36, 27.1 FT SOUTH OF THE CENTERLINE OF A GRAVEL
 AJ5731'DRIVE LEADING TO HOUSE NO. 3530, 22.8 FT EAST OF THE CENTERLINE OF SR
 AJ5731'73, AND 7.0 FT WEST OF A
 AJ5731'CARSONITE WITNESS POST.
 AJ5731' 
 AJ5731' 
 AJ5731' 
 AJ5731'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5732 ***********************************************************************
 AJ5732  DESIGNATION -  HIG023
 AJ5732  PID         -  AJ5732
 AJ5732  STATE/COUNTY-  OH/HIGHLAND
 AJ5732  USGS QUAD   -  SINKING SPRING (1988)
 AJ5732
 AJ5732                         *CURRENT SURVEY CONTROL
 AJ5732  ___________________________________________________________________
 AJ5732* NAD 83(1995)-  39 06 31.24461(N)    083 27 00.12606(W)     ADJUSTED  
 AJ5732* NAVD 88     -       284.4    (meters)     933.     (feet)  GPS OBS   
 AJ5732  ___________________________________________________________________
 AJ5732  X           -     565,319.993 (meters)                     COMP
 AJ5732  Y           -  -4,923,572.292 (meters)                     COMP
 AJ5732  Z           -   4,001,844.891 (meters)                     COMP
 AJ5732  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AJ5732  ELLIP HEIGHT-         251.55  (meters)          (10/07/05) GPS OBS
 AJ5732  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 AJ5732
 AJ5732  HORZ ORDER  -  FIRST
 AJ5732  ELLP ORDER  -  FOURTH    CLASS I
 AJ5732
 AJ5732.The horizontal coordinates were established by GPS observations
 AJ5732.and adjusted by the National Geodetic Survey in September 2001..
 AJ5732
 AJ5732.The orthometric height was determined by GPS observations and a
 AJ5732.high-resolution geoid model.
 AJ5732
 AJ5732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5732
 AJ5732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5732
 AJ5732.The ellipsoidal height was determined by GPS observations
 AJ5732.and is referenced to NAD 83.
 AJ5732
 AJ5732.The geoid height was determined by GEOID03.
 AJ5732
 AJ5732;                    North         East     Units Scale Factor Converg.
 AJ5732;SPC OH S     -   123,510.194   517,833.766   MT  0.99994742   -0 36 10.1
 AJ5732;UTM  17      - 4,331,694.941   288,158.776   MT  1.00015261   -1 32 45.7
 AJ5732
 AJ5732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5732!SPC OH S     -   0.99996053  x   0.99994742  =   0.99990796
 AJ5732!UTM  17      -   0.99996053  x   1.00015261  =   1.00011314
 AJ5732
 AJ5732|---------------------------------------------------------------------|
 AJ5732| PID    Reference Object                     Distance      Geod. Az  |
 AJ5732|                                                           dddmmss.s |
 AJ5732| AJ5733 HIG023A                             388.057 METERS 32015     |
 AJ5732|---------------------------------------------------------------------|
 AJ5732
 AJ5732                          SUPERSEDED SURVEY CONTROL
 AJ5732
 AJ5732  ELLIP H (09/15/01)  251.59   (m)                       GP(       ) 4 1
 AJ5732
 AJ5732.Superseded values are not recommended for survey control.
 AJ5732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5732.See file dsdata.txt to determine how the superseded data were derived.
 AJ5732
 AJ5732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8815931695(NAD 83)
 AJ5732_MARKER: DD = SURVEY DISK
 AJ5732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5732_STAMPING: HIG023 2001
 AJ5732_PROJECTION: FLUSH
 AJ5732_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5732+STABILITY: SURFACE MOTION
 AJ5732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5732+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5732
 AJ5732  HISTORY     - Date     Condition        Report By
 AJ5732  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5732
 AJ5732                          STATION DESCRIPTION
 AJ5732
 AJ5732'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5732'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5732'APPROXIMATELY 11.5 MI SOUTHEAST OF HILLSBORO, 32.5 MI SOUTHEAST OF
 AJ5732'WILMINGTON, AND 18.0 MI SOUTHWEST OF GREENFIELD.
 AJ5732' 
 AJ5732'TO REACH THE STATION FROM THE POST OFFICE IN SINKING SPRINGS, GO
 AJ5732'NORTH ON SR 41 FOR 0.95 MI TO THE INTERSECTION OF SR 41 AND SR 124,
 AJ5732'GO NORTHWEST ON SR 124 FOR 3.9 MI TO THE STATION ON THE LEFT JUST
 AJ5732'PAST THE ENTRANCE TO THE FIELD.
 AJ5732' 
 AJ5732'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5732'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG023 2001 AND
 AJ5732'IS FLUSH WITH THE GROUND. THE STATION IS 20.0 FT NORTHWEST OF THE
 AJ5732'HINGE SIDE OF THE GATE ON THE FENCE POST, 83.15 FT SOUTHEAST OF THE
 AJ5732'SOUTHEAST CORNER OF THE CONCRETE PAD AT THE END OF THE
 AJ5732'GUARDRAIL, 26.7 FT SOUTHWEST OF THE CENTERLINE OF SR 124, AND 0.95
 AJ5732'FT NORTHEAST OF A CARSONITE WITNESS POST.
 AJ5732' 
 AJ5732'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5733 ***********************************************************************
 AJ5733  DESIGNATION -  HIG023A
 AJ5733  PID         -  AJ5733
 AJ5733  STATE/COUNTY-  OH/HIGHLAND
 AJ5733  USGS QUAD   -  SINKING SPRING (1988)
 AJ5733
 AJ5733                         *CURRENT SURVEY CONTROL
 AJ5733  ___________________________________________________________________
 AJ5733* NAD 83(1995)-  39 06 40.91958(N)    083 27 10.45397(W)     ADJUSTED  
 AJ5733* NAVD 88     -       287.9    (meters)     945.     (feet)  GPS OBS   
 AJ5733  ___________________________________________________________________
 AJ5733  X           -     565,052.316 (meters)                     COMP
 AJ5733  Y           -  -4,923,416.333 (meters)                     COMP
 AJ5733  Z           -   4,002,078.640 (meters)                     COMP
 AJ5733  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AJ5733  ELLIP HEIGHT-         255.09  (meters)          (10/07/05) GPS OBS
 AJ5733  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ5733
 AJ5733  HORZ ORDER  -  FIRST
 AJ5733  ELLP ORDER  -  FOURTH    CLASS I
 AJ5733
 AJ5733.The horizontal coordinates were established by GPS observations
 AJ5733.and adjusted by the National Geodetic Survey in September 2001..
 AJ5733
 AJ5733.The orthometric height was determined by GPS observations and a
 AJ5733.high-resolution geoid model.
 AJ5733
 AJ5733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5733
 AJ5733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5733
 AJ5733.The ellipsoidal height was determined by GPS observations
 AJ5733.and is referenced to NAD 83.
 AJ5733
 AJ5733.The geoid height was determined by GEOID03.
 AJ5733
 AJ5733;                    North         East     Units Scale Factor Converg.
 AJ5733;SPC OH S     -   123,811.135   517,588.802   MT  0.99994720   -0 36 16.7
 AJ5733;UTM  17      - 4,331,999.937   287,918.750   MT  1.00015386   -1 32 52.6
 AJ5733
 AJ5733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5733!SPC OH S     -   0.99995998  x   0.99994720  =   0.99990718
 AJ5733!UTM  17      -   0.99995998  x   1.00015386  =   1.00011383
 AJ5733
 AJ5733|---------------------------------------------------------------------|
 AJ5733| PID    Reference Object                     Distance      Geod. Az  |
 AJ5733|                                                           dddmmss.s |
 AJ5733| AJ5732 HIG023                              388.057 METERS 14015     |
 AJ5733|---------------------------------------------------------------------|
 AJ5733
 AJ5733                          SUPERSEDED SURVEY CONTROL
 AJ5733
 AJ5733  ELLIP H (09/15/01)  255.14   (m)                       GP(       ) 4 1
 AJ5733
 AJ5733.Superseded values are not recommended for survey control.
 AJ5733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5733.See file dsdata.txt to determine how the superseded data were derived.
 AJ5733
 AJ5733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8791932000(NAD 83)
 AJ5733_MARKER: DD = SURVEY DISK
 AJ5733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5733_STAMPING: HIG023A 2001
 AJ5733_PROJECTION: FLUSH
 AJ5733_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5733+STABILITY: SURFACE MOTION
 AJ5733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5733+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5733
 AJ5733  HISTORY     - Date     Condition        Report By
 AJ5733  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5733
 AJ5733                          STATION DESCRIPTION
 AJ5733
 AJ5733'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5733'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5733'APPROXIMATELY 11.5 MI SOUTHEAST OF HILLSBORO, 32.5 MI SOUTHEAST OF
 AJ5733'WILMINGTON, AND 18.0 MI SOUTHWEST OF GREENFIELD.
 AJ5733' 
 AJ5733'TO REACH THE STATION FROM THE POST OFFICE IN SINKING SPRINGS, GO
 AJ5733'NORTH ON SR 41 FOR 0.95 MI TO THE INTERSECTION OF SR 41 AND SR 124,
 AJ5733'GO NORTHWEST ON SR 124 FOR 4.15 MI TO THE STATION ON THE RIGHT
 AJ5733'JUST AFTER THE GUARDRAIL.
 AJ5733' 
 AJ5733'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5733'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG023A 2001 AND
 AJ5733'IS FLUSH WITH THE GROUND. THE STATION IS 43.1 FT NORTHWEST OF THE
 AJ5733'FACE OF THE CONCRETE PAD AT THE END OF THE GUARDRAIL, 15.9 FT
 AJ5733'NORTHEAST OF THE CENTERLINE OF SR 124, 21.15 FT SOUTHWEST OF A
 AJ5733'WIRE FENCE, AND 11.8 FT SOUTHWEST OF A CARSONITE WITNESS POST.
 AJ5733' 
 AJ5733'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5734 ***********************************************************************
 AJ5734  DESIGNATION -  HIG024
 AJ5734  PID         -  AJ5734
 AJ5734  STATE/COUNTY-  OH/HIGHLAND
 AJ5734  USGS QUAD   -  BAINBRIDGE (1979)
 AJ5734
 AJ5734                         *CURRENT SURVEY CONTROL
 AJ5734  ___________________________________________________________________
 AJ5734* NAD 83(1995)-  39 08 20.49566(N)    083 22 13.13565(W)     ADJUSTED  
 AJ5734* NAVD 88     -       270.1    (meters)     886.     (feet)  GPS OBS   
 AJ5734  ___________________________________________________________________
 AJ5734  X           -     571,923.218 (meters)                     COMP
 AJ5734  Y           -  -4,920,658.165 (meters)                     COMP
 AJ5734  Z           -   4,004,449.673 (meters)                     COMP
 AJ5734  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AJ5734  ELLIP HEIGHT-         237.25  (meters)          (10/07/05) GPS OBS
 AJ5734  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AJ5734
 AJ5734  HORZ ORDER  -  FIRST
 AJ5734  ELLP ORDER  -  FOURTH    CLASS I
 AJ5734
 AJ5734.The horizontal coordinates were established by GPS observations
 AJ5734.and adjusted by the National Geodetic Survey in September 2001..
 AJ5734
 AJ5734.The orthometric height was determined by GPS observations and a
 AJ5734.high-resolution geoid model.
 AJ5734
 AJ5734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5734
 AJ5734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5734
 AJ5734.The ellipsoidal height was determined by GPS observations
 AJ5734.and is referenced to NAD 83.
 AJ5734
 AJ5734.The geoid height was determined by GEOID03.
 AJ5734
 AJ5734;                    North         East     Units Scale Factor Converg.
 AJ5734;SPC OH S     -   126,809.475   524,760.765   MT  0.99994503   -0 33 08.0
 AJ5734;UTM  17      - 4,334,880.271   295,140.497   MT  1.00011677   -1 29 48.0
 AJ5734
 AJ5734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5734!SPC OH S     -   0.99996278  x   0.99994503  =   0.99990781
 AJ5734!UTM  17      -   0.99996278  x   1.00011677  =   1.00007954
 AJ5734
 AJ5734|---------------------------------------------------------------------|
 AJ5734| PID    Reference Object                     Distance      Geod. Az  |
 AJ5734|                                                           dddmmss.s |
 AJ5734| AJ5735 HIG024A                             273.297 METERS 20023     |
 AJ5734|---------------------------------------------------------------------|
 AJ5734
 AJ5734                          SUPERSEDED SURVEY CONTROL
 AJ5734
 AJ5734  ELLIP H (09/15/01)  237.29   (m)                       GP(       ) 4 1
 AJ5734
 AJ5734.Superseded values are not recommended for survey control.
 AJ5734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5734.See file dsdata.txt to determine how the superseded data were derived.
 AJ5734
 AJ5734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9514034880(NAD 83)
 AJ5734_MARKER: DD = SURVEY DISK
 AJ5734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5734_STAMPING: HIG024 2001
 AJ5734_PROJECTION: FLUSH
 AJ5734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5734+STABILITY: SURFACE MOTION
 AJ5734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5734+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5734
 AJ5734  HISTORY     - Date     Condition        Report By
 AJ5734  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5734
 AJ5734                          STATION DESCRIPTION
 AJ5734
 AJ5734'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5734'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5734'APPROXIMATELY 14.5 MI SOUTHEAST OF HILLSBORO, 34.5 MI SOUTHEAST OF
 AJ5734'WILMINGTON, AND 15.5 MI SOUTH OF GREENFIELD.
 AJ5734' 
 AJ5734'TO REACH THE STATION FROM THE INTERSECTION OF SR 753 AND SR 41, GO
 AJ5734'NORTH ON SR 41 FOR 0.47 MI TO THE STATION ON THE LEFT JUST SOUTH OF
 AJ5734'THE ENTRANCE TO THE FIELD.
 AJ5734' 
 AJ5734'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5734'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG024 2001 AND
 AJ5734'IS FLUSH WITH THE GROUND. THE STATION IS 19.1 FT SOUTHWEST OF THE
 AJ5734'FENCE POST AT THE CORNER OF THE FIELD, 32.2 FT NORTHWEST OF THE
 AJ5734'CENTERLINE OF SR 41, 233.5 FT NORTHEAST OF A METAL SIGN POST
 AJ5734'READING (FORT HILL 2 MI), AND 1.35 FT SOUTHEAST OF A CARSONITE
 AJ5734'WITNESS POST.
 AJ5734'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5735 ***********************************************************************
 AJ5735  DESIGNATION -  HIG024A
 AJ5735  PID         -  AJ5735
 AJ5735  STATE/COUNTY-  OH/HIGHLAND
 AJ5735  USGS QUAD   -  BAINBRIDGE (1979)
 AJ5735
 AJ5735                         *CURRENT SURVEY CONTROL
 AJ5735  ___________________________________________________________________
 AJ5735* NAD 83(1995)-  39 08 12.18846(N)    083 22 17.09959(W)     ADJUSTED  
 AJ5735* NAVD 88     -       267.6    (meters)     878.     (feet)  GPS OBS   
 AJ5735  ___________________________________________________________________
 AJ5735  X           -     571,847.097 (meters)                     COMP
 AJ5735  Y           -  -4,920,827.860 (meters)                     COMP
 AJ5735  Z           -   4,004,249.393 (meters)                     COMP
 AJ5735  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AJ5735  ELLIP HEIGHT-         234.76  (meters)          (10/07/05) GPS OBS
 AJ5735  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AJ5735
 AJ5735  HORZ ORDER  -  FIRST
 AJ5735  ELLP ORDER  -  FOURTH    CLASS I
 AJ5735
 AJ5735.The horizontal coordinates were established by GPS observations
 AJ5735.and adjusted by the National Geodetic Survey in September 2001..
 AJ5735
 AJ5735.The orthometric height was determined by GPS observations and a
 AJ5735.high-resolution geoid model.
 AJ5735
 AJ5735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5735
 AJ5735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5735
 AJ5735.The ellipsoidal height was determined by GPS observations
 AJ5735.and is referenced to NAD 83.
 AJ5735
 AJ5735.The geoid height was determined by GEOID03.
 AJ5735
 AJ5735;                    North         East     Units Scale Factor Converg.
 AJ5735;SPC OH S     -   126,554.238   524,663.105   MT  0.99994520   -0 33 10.6
 AJ5735;UTM  17      - 4,334,626.635   295,038.627   MT  1.00011729   -1 29 50.3
 AJ5735
 AJ5735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5735!SPC OH S     -   0.99996317  x   0.99994520  =   0.99990837
 AJ5735!UTM  17      -   0.99996317  x   1.00011729  =   1.00008045
 AJ5735
 AJ5735|---------------------------------------------------------------------|
 AJ5735| PID    Reference Object                     Distance      Geod. Az  |
 AJ5735|                                                           dddmmss.s |
 AJ5735| AJ5734 HIG024                              273.297 METERS 02023     |
 AJ5735|---------------------------------------------------------------------|
 AJ5735
 AJ5735                          SUPERSEDED SURVEY CONTROL
 AJ5735
 AJ5735  ELLIP H (09/15/01)  234.80   (m)                       GP(       ) 4 1
 AJ5735
 AJ5735.Superseded values are not recommended for survey control.
 AJ5735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5735.See file dsdata.txt to determine how the superseded data were derived.
 AJ5735
 AJ5735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9503934627(NAD 83)
 AJ5735_MARKER: DD = SURVEY DISK
 AJ5735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5735_STAMPING: HIG024A 2001
 AJ5735_PROJECTION: FLUSH
 AJ5735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5735+STABILITY: SURFACE MOTION
 AJ5735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5735+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5735
 AJ5735  HISTORY     - Date     Condition        Report By
 AJ5735  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5735
 AJ5735                          STATION DESCRIPTION
 AJ5735
 AJ5735'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5735'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5735'APPROXIMATELY 14.5 MI SOUTHEAST OF HILLSBORO, 34.5 MI SOUTHEAST OF
 AJ5735'WILMINGTON, AND 15.5 MI SOUTH OF GREENFIELD.
 AJ5735' 
 AJ5735'TO REACH THE STATION FROM THE INTERSECTION OF SR 753 AND SR 41, GO
 AJ5735'NORTH ON SR 41 FOR 0.3 MI TO THE STATION ON THE LEFT JUST EAST
 AJ5735'OF THE END OF A GUARDRAIL.
 AJ5735' 
 AJ5735'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5735'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG024A 2001 AND
 AJ5735'IS FLUSH WITH THE GROUND. THE STATION IS 21.9 FT NORTHWEST OF THE
 AJ5735'CENTERLINE OF SR 41, 3.65 FT EAST OF THE END POST OF THE
 AJ5735'GUARDRAIL, 88.9 FT WEST OF TELEPHONE AND POWER POLE NO. 413-106,
 AJ5735'AND 2.6 FT NORTHEAST OF A CARSONITE WITNESS POST.
 AJ5735' 
 AJ5735' 
 AJ5735'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5736 ***********************************************************************
 AJ5736  DESIGNATION -  HIG025
 AJ5736  PID         -  AJ5736
 AJ5736  STATE/COUNTY-  OH/HIGHLAND
 AJ5736  USGS QUAD   -  SARDINIA (1986)
 AJ5736
 AJ5736                         *CURRENT SURVEY CONTROL
 AJ5736  ___________________________________________________________________
 AJ5736* NAD 83(1995)-  39 01 14.36714(N)    083 51 56.26289(W)     ADJUSTED  
 AJ5736* NAVD 88     -       285.5    (meters)     937.     (feet)  GPS OBS   
 AJ5736  ___________________________________________________________________
 AJ5736  X           -     530,250.566 (meters)                     COMP
 AJ5736  Y           -  -4,933,666.919 (meters)                     COMP
 AJ5736  Z           -   3,994,257.760 (meters)                     COMP
 AJ5736  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 AJ5736  ELLIP HEIGHT-         252.16  (meters)          (10/07/05) GPS OBS
 AJ5736  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AJ5736
 AJ5736  HORZ ORDER  -  FIRST
 AJ5736  ELLP ORDER  -  FOURTH    CLASS I
 AJ5736
 AJ5736.The horizontal coordinates were established by GPS observations
 AJ5736.and adjusted by the National Geodetic Survey in September 2001..
 AJ5736
 AJ5736.The orthometric height was determined by GPS observations and a
 AJ5736.high-resolution geoid model.
 AJ5736
 AJ5736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5736
 AJ5736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5736
 AJ5736.The ellipsoidal height was determined by GPS observations
 AJ5736.and is referenced to NAD 83.
 AJ5736
 AJ5736.The geoid height was determined by GEOID03.
 AJ5736
 AJ5736;                    North         East     Units Scale Factor Converg.
 AJ5736;SPC OH S     -   114,200.804   481,744.633   MT  0.99995594   -0 51 59.5
 AJ5736;UTM  17      - 4,322,976.862   251,910.713   MT  1.00035794   -1 48 18.4
 AJ5736
 AJ5736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5736!SPC OH S     -   0.99996044  x   0.99995594  =   0.99991638
 AJ5736!UTM  17      -   0.99996044  x   1.00035794  =   1.00031836
 AJ5736
 AJ5736:                Primary Azimuth Mark                     Grid Az
 AJ5736:SPC OH S     -  HIG025A                                  301 52 26.9
 AJ5736:UTM  17      -  HIG025A                                  302 48 45.8
 AJ5736
 AJ5736|---------------------------------------------------------------------|
 AJ5736| PID    Reference Object                     Distance      Geod. Az  |
 AJ5736|                                                           dddmmss.s |
 AJ5736| AJ5737 HIG025A                             APPROX. 0.5 KM 3010027.4 |
 AJ5736|---------------------------------------------------------------------|
 AJ5736
 AJ5736                          SUPERSEDED SURVEY CONTROL
 AJ5736
 AJ5736  ELLIP H (09/15/01)  252.19   (m)                       GP(       ) 4 1
 AJ5736
 AJ5736.Superseded values are not recommended for survey control.
 AJ5736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5736.See file dsdata.txt to determine how the superseded data were derived.
 AJ5736
 AJ5736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5191122977(NAD 83)
 AJ5736_MARKER: DD = SURVEY DISK
 AJ5736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5736_STAMPING: HIG025 2001
 AJ5736_PROJECTION: FLUSH
 AJ5736_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5736+STABILITY: SURFACE MOTION
 AJ5736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5736+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5736
 AJ5736  HISTORY     - Date     Condition        Report By
 AJ5736  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5736
 AJ5736                          STATION DESCRIPTION
 AJ5736
 AJ5736'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5736'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5736'APPROXIMATELY 19.5 MI SOUTHWEST OF HILLSBORO, 31.0 MI SOUTH OF
 AJ5736'WILMINGTON, AND 36.0 MI SOUTHWEST OF GREENFIELD.
 AJ5736' 
 AJ5736'TO REACH THE STATION FROM THE INTERSECTION OF SR 32 AND US 68 IN
 AJ5736'BARDWELL, GO EAST ON SR 32 FOR 3.3 MI TO THE STATION ON THE RIGHT
 AJ5736'ON THE TOP OF A SMALL HILL.
 AJ5736' 
 AJ5736'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5736'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG025 2001 AND
 AJ5736'IS FLUSH WITH THE GROUND. THE STATION IS 47.3 FT SOUTHWEST OF THE
 AJ5736'EDGE OF PAVEMENT OF SR 32, 18.9 FT NORTHEAST OF A WIRE FENCE, 281.3
 AJ5736'FT NORTHWEST OF THE SOUTHERN POST OF THE SICILY RD SIGN, AND 18.8
 AJ5736'FT NORTH OF A CARSONITE WITNESS POST.
 AJ5736' 
 AJ5736'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5737 ***********************************************************************
 AJ5737  DESIGNATION -  HIG025A
 AJ5737  PID         -  AJ5737
 AJ5737  STATE/COUNTY-  OH/HIGHLAND
 AJ5737  USGS QUAD   -  SARDINIA (1986)
 AJ5737
 AJ5737                         *CURRENT SURVEY CONTROL
 AJ5737  ___________________________________________________________________
 AJ5737* NAD 83(1995)-  39 01 23.37247(N)    083 52 15.47137(W)     ADJUSTED  
 AJ5737* NAVD 88     -       278.8    (meters)     915.     (feet)  GPS OBS   
 AJ5737  ___________________________________________________________________
 AJ5737  X           -     529,771.886 (meters)                     COMP
 AJ5737  Y           -  -4,933,537.216 (meters)                     COMP
 AJ5737  Z           -   3,994,469.274 (meters)                     COMP
 AJ5737  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 AJ5737  ELLIP HEIGHT-         245.42  (meters)          (10/07/05) GPS OBS
 AJ5737  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 AJ5737
 AJ5737  HORZ ORDER  -  FIRST
 AJ5737  ELLP ORDER  -  FOURTH    CLASS I
 AJ5737
 AJ5737.The horizontal coordinates were established by GPS observations
 AJ5737.and adjusted by the National Geodetic Survey in September 2001..
 AJ5737
 AJ5737.The orthometric height was determined by GPS observations and a
 AJ5737.high-resolution geoid model.
 AJ5737
 AJ5737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5737
 AJ5737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5737
 AJ5737.The ellipsoidal height was determined by GPS observations
 AJ5737.and is referenced to NAD 83.
 AJ5737
 AJ5737.The geoid height was determined by GEOID03.
 AJ5737
 AJ5737;                    North         East     Units Scale Factor Converg.
 AJ5737;SPC OH S     -   114,485.465   481,286.845   MT  0.99995566   -0 52 11.7
 AJ5737;UTM  17      - 4,323,269.102   251,457.467   MT  1.00036071   -1 48 30.9
 AJ5737
 AJ5737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5737!SPC OH S     -   0.99996150  x   0.99995566  =   0.99991716
 AJ5737!UTM  17      -   0.99996150  x   1.00036071  =   1.00032219
 AJ5737
 AJ5737:                Primary Azimuth Mark                     Grid Az
 AJ5737:SPC OH S     -  HIG025                                   121 52 27.0
 AJ5737:UTM  17      -  HIG025                                   122 48 46.2
 AJ5737
 AJ5737|---------------------------------------------------------------------|
 AJ5737| PID    Reference Object                     Distance      Geod. Az  |
 AJ5737|                                                           dddmmss.s |
 AJ5737| AJ5736 HIG025                              APPROX. 0.5 KM 1210015.3 |
 AJ5737|---------------------------------------------------------------------|
 AJ5737
 AJ5737                          SUPERSEDED SURVEY CONTROL
 AJ5737
 AJ5737  ELLIP H (09/15/01)  245.45   (m)                       GP(       ) 4 1
 AJ5737
 AJ5737.Superseded values are not recommended for survey control.
 AJ5737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5737.See file dsdata.txt to determine how the superseded data were derived.
 AJ5737
 AJ5737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5145723269(NAD 83)
 AJ5737_MARKER: DD = SURVEY DISK
 AJ5737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5737_STAMPING: HIG025A 2001
 AJ5737_PROJECTION: FLUSH
 AJ5737_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5737+STABILITY: SURFACE MOTION
 AJ5737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5737+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5737
 AJ5737  HISTORY     - Date     Condition        Report By
 AJ5737  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5737
 AJ5737                          STATION DESCRIPTION
 AJ5737
 AJ5737'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5737'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5737'APPROXIMATELY 19.5 MI SOUTHWEST OF HILLSBORO, 31.0 MI SOUTH OF
 AJ5737'WILMINGTON, AND 36.0 MI SOUTHWEST OF GREENFIELD.
 AJ5737' 
 AJ5737'TO REACH THE STATION FROM THE INTERSECTION OF SR 32 AND US 68 IN
 AJ5737'BARDWELL, GO EAST ON SR 32 FOR 2.98 MI TO THE STATION ON THE LEFT IN
 AJ5737'THE MEDIAN OF THE DIVIDED HIGHWAY BEFORE THE BRIDGE.
 AJ5737' 
 AJ5737'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5737'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG025A 2001 AND
 AJ5737'IS FLUSH WITH THE GROUND. THE STATION IS 79.55 FT SOUTHEAST OF THE
 AJ5737'SOUTH POST OF THE BROWN COUNTY SIGN, 23.6 FT SOUTHEAST OF THE
 AJ5737'CENTERLINE OF A CATCH BASIN, 12.9 FT NORTHEAST OF THE EDGE OF
 AJ5737'PAVEMENT FOR EASTBOUND SR 32, 39.9 FT SOUTHWEST OF THE EDGE OF
 AJ5737'PAVEMENT FOR WESTBOUND SR 32, 14.8 FT SOUTHWEST OF THE
 AJ5737'SOUTHWEST CORNER OF A CONCRETE PAD AT THE END OF THE GUARDRAIL,
 AJ5737'AND 1.6 FT SOUTHWEST OF A CARSONITE WITNESS POST.
 AJ5737'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5738 ***********************************************************************
 AJ5738  CBN         -  This is a Cooperative Base Network Control Station.
 AJ5738  DESIGNATION -  HIG026
 AJ5738  PID         -  AJ5738
 AJ5738  STATE/COUNTY-  OH/HIGHLAND
 AJ5738  USGS QUAD   -  SARDINIA (1986)
 AJ5738
 AJ5738                         *CURRENT SURVEY CONTROL
 AJ5738  ___________________________________________________________________
 AJ5738* NAD 83(1995)-  39 01 38.32727(N)    083 46 14.26616(W)     ADJUSTED  
 AJ5738* NAVD 88     -       297.4    (meters)     976.     (feet)  GPS OBS   
 AJ5738  ___________________________________________________________________
 AJ5738  X           -     538,380.627 (meters)                     COMP
 AJ5738  Y           -  -4,932,327.862 (meters)                     COMP
 AJ5738  Z           -   3,994,839.472 (meters)                     COMP
 AJ5738  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 AJ5738  ELLIP HEIGHT-         264.34  (meters)          (09/23/04) GPS OBS
 AJ5738  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AJ5738
 AJ5738  HORZ ORDER  -  A
 AJ5738  ELLP ORDER  -  FOURTH    CLASS I
 AJ5738
 AJ5738.The horizontal coordinates were established by GPS observations
 AJ5738.and adjusted by the National Geodetic Survey in September 2004..
 AJ5738
 AJ5738.The orthometric height was determined by GPS observations and a
 AJ5738.high-resolution geoid model.
 AJ5738
 AJ5738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5738
 AJ5738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5738
 AJ5738.The ellipsoidal height was determined by GPS observations
 AJ5738.and is referenced to NAD 83.
 AJ5738
 AJ5738.The geoid height was determined by GEOID03.
 AJ5738
 AJ5738;                    North         East     Units Scale Factor Converg.
 AJ5738;SPC OH S     -   114,819.489   489,980.826   MT  0.99995521   -0 48 22.5
 AJ5738;UTM  17      - 4,323,460.685   260,159.051   MT  1.00030837   -1 44 43.7
 AJ5738
 AJ5738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5738!SPC OH S     -   0.99995853  x   0.99995521  =   0.99991374
 AJ5738!UTM  17      -   0.99995853  x   1.00030837  =   1.00026689
 AJ5738
 AJ5738|---------------------------------------------------------------------|
 AJ5738| PID    Reference Object                     Distance      Geod. Az  |
 AJ5738|                                                           dddmmss.s |
 AJ5738| AJ5739 HIG026A                             337.332 METERS 04354     |
 AJ5738|---------------------------------------------------------------------|
 AJ5738
 AJ5738                          SUPERSEDED SURVEY CONTROL
 AJ5738
 AJ5738  NAD 83(1995)-  39 01 38.32740(N)    083 46 14.26531(W) AD(       ) 1
 AJ5738  ELLIP H (09/15/01)  264.36   (m)                       GP(       ) 4 1
 AJ5738
 AJ5738.Superseded values are not recommended for survey control.
 AJ5738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5738.See file dsdata.txt to determine how the superseded data were derived.
 AJ5738
 AJ5738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6015923461(NAD 83)
 AJ5738_MARKER: DD = SURVEY DISK
 AJ5738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5738_STAMPING: HIG026 2001
 AJ5738_MARK LOGO: OH-071
 AJ5738_PROJECTION: FLUSH
 AJ5738_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5738+STABILITY: SURFACE MOTION
 AJ5738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5738+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 AJ5738
 AJ5738  HISTORY     - Date     Condition        Report By
 AJ5738  HISTORY     - 2001     MONUMENTED       WOOLPT
 AJ5738  HISTORY     - 20030610 GOOD             WOOLPT
 AJ5738
 AJ5738                          STATION DESCRIPTION
 AJ5738
 AJ5738'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5738'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5738'APPROXIMATELY 15.5 MI SOUTHWEST OF HILLSBORO, 30.5 MI SOUTHEAST OF
 AJ5738'WILMINGTON, AND 32.0 MI SOUTHWEST OF GREENFIELD.
 AJ5738' 
 AJ5738'TO REACH THE STATION FROM THE POST OFFICE IN MOWRYSTOWN, GO
 AJ5738'SOUTHWEST ON SARDINA-MOWREYSTOWN RD 1.45 MI TO THE SATION ON
 AJ5738'THE RIGHT JUST BEFORE THE DRIVEWAY LEADING TO HOUSE NO. 651 ON
 AJ5738'THE RIGHT.
 AJ5738' 
 AJ5738'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5738'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG026 2001 AND
 AJ5738'IS FLUSH WITH THE GROUND. THE STATION IS 28.5 FT NORTHWEST OF THE
 AJ5738'CENTERLINE OF SARDINA-MOWERYSTOWN RD, 129.0 FT NORTHEAST OF A
 AJ5738'TELEPHONE AND POWER POLE, 167.9 FT SOUTHWEST OF A UTILITY POLE,
 AJ5738'AND 1.3 FT SOUTHEAST OF A CARSONITE WITNESS POST.
 AJ5738' 
 AJ5738'
 AJ5738
 AJ5738                          STATION RECOVERY (2003)
 AJ5738
 AJ5738'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (GTF)
 AJ5738'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5739 ***********************************************************************
 AJ5739  DESIGNATION -  HIG026A
 AJ5739  PID         -  AJ5739
 AJ5739  STATE/COUNTY-  OH/HIGHLAND
 AJ5739  USGS QUAD   -  SARDINIA (1986)
 AJ5739
 AJ5739                         *CURRENT SURVEY CONTROL
 AJ5739  ___________________________________________________________________
 AJ5739* NAD 83(1995)-  39 01 46.21009(N)    083 46 04.54266(W)     ADJUSTED  
 AJ5739* NAVD 88     -       298.9    (meters)     981.     (feet)  GPS OBS   
 AJ5739  ___________________________________________________________________
 AJ5739  X           -     538,596.639 (meters)                     COMP
 AJ5739  Y           -  -4,932,151.366 (meters)                     COMP
 AJ5739  Z           -   3,995,029.189 (meters)                     COMP
 AJ5739  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 AJ5739  ELLIP HEIGHT-         265.72  (meters)          (10/07/05) GPS OBS
 AJ5739  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AJ5739
 AJ5739  HORZ ORDER  -  FIRST
 AJ5739  ELLP ORDER  -  FOURTH    CLASS I
 AJ5739
 AJ5739.The horizontal coordinates were established by GPS observations
 AJ5739.and adjusted by the National Geodetic Survey in September 2001..
 AJ5739
 AJ5739.The orthometric height was determined by GPS observations and a
 AJ5739.high-resolution geoid model.
 AJ5739
 AJ5739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5739
 AJ5739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5739
 AJ5739.The ellipsoidal height was determined by GPS observations
 AJ5739.and is referenced to NAD 83.
 AJ5739
 AJ5739.The geoid height was determined by GEOID03.
 AJ5739
 AJ5739;                    North         East     Units Scale Factor Converg.
 AJ5739;SPC OH S     -   115,059.256   490,218.091   MT  0.99995498   -0 48 16.3
 AJ5739;UTM  17      - 4,323,696.613   260,400.300   MT  1.00030695   -1 44 37.9
 AJ5739
 AJ5739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5739!SPC OH S     -   0.99995831  x   0.99995498  =   0.99991329
 AJ5739!UTM  17      -   0.99995831  x   1.00030695  =   1.00026525
 AJ5739
 AJ5739|---------------------------------------------------------------------|
 AJ5739| PID    Reference Object                     Distance      Geod. Az  |
 AJ5739|                                                           dddmmss.s |
 AJ5739| AJ5738 HIG026                              337.332 METERS 22354     |
 AJ5739|---------------------------------------------------------------------|
 AJ5739
 AJ5739                          SUPERSEDED SURVEY CONTROL
 AJ5739
 AJ5739  ELLIP H (09/15/01)  265.76   (m)                       GP(       ) 4 1
 AJ5739
 AJ5739.Superseded values are not recommended for survey control.
 AJ5739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5739.See file dsdata.txt to determine how the superseded data were derived.
 AJ5739
 AJ5739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6040023697(NAD 83)
 AJ5739_MARKER: DD = SURVEY DISK
 AJ5739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5739_STAMPING: HIG026A 2001
 AJ5739_PROJECTION: FLUSH
 AJ5739_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5739+STABILITY: SURFACE MOTION
 AJ5739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5739+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5739
 AJ5739  HISTORY     - Date     Condition        Report By
 AJ5739  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5739
 AJ5739                          STATION DESCRIPTION
 AJ5739
 AJ5739'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5739'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5739'APPROXIMATELY 15.5 MI SOUTHWEST OF HILLSBORO, 30.5 MI SOUTHEAST OF
 AJ5739'WILMINGTON, AND 32.0 MI SOUTHWEST OF GREENFIELD.
 AJ5739' 
 AJ5739'TO REACH THE STATION FROM THE POST OFFICE IN MOWRYSTOWN, GO
 AJ5739'SOUTHWEST ON SARDINA-MOWREYSTOWN RD 1.25 MI TO THE SATION ON
 AJ5739'THE LEFT JUST BEFORE A GRAVEL DRIVE ON THE LEFT.
 AJ5739' 
 AJ5739'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE MONUMENT,
 AJ5739'INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG026A 2001 AND IS FLUSH
 AJ5739'WITH THE GROUND. THE STATION IS 6.25 FT NORTHEAST OF A SQUARE
 AJ5739'STEEL CONCRETE FILLED FENCE POST, 17.2 FT SOUTHEAST OF THE
 AJ5739'CENTERLINE OF SARDINA-MOWREYSTOWN RD, 40.2 FT WEST OF TELEPHONE
 AJ5739'AND POWER POLE NO. 58-1200, AND 4.7 FT NORTHEAST OF A CARSONITE
 AJ5739'WITNESS POST.
 AJ5739' 
 AJ5739'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5740 ***********************************************************************
 AJ5740  DESIGNATION -  HIG027
 AJ5740  PID         -  AJ5740
 AJ5740  STATE/COUNTY-  OH/HIGHLAND
 AJ5740  USGS QUAD   -  SUGAR TREE RIDGE (1986)
 AJ5740
 AJ5740                         *CURRENT SURVEY CONTROL
 AJ5740  ___________________________________________________________________
 AJ5740* NAD 83(1995)-  39 01 12.93467(N)    083 39 46.17062(W)     ADJUSTED  
 AJ5740* NAVD 88     -       294.4    (meters)     966.     (feet)  GPS OBS   
 AJ5740  ___________________________________________________________________
 AJ5740  X           -     547,714.210 (meters)                     COMP
 AJ5740  Y           -  -4,931,793.888 (meters)                     COMP
 AJ5740  Z           -   3,994,229.224 (meters)                     COMP
 AJ5740  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AJ5740  ELLIP HEIGHT-         261.35  (meters)          (10/07/05) GPS OBS
 AJ5740  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AJ5740
 AJ5740  HORZ ORDER  -  FIRST
 AJ5740  ELLP ORDER  -  FOURTH    CLASS I
 AJ5740
 AJ5740.The horizontal coordinates were established by GPS observations
 AJ5740.and adjusted by the National Geodetic Survey in September 2001..
 AJ5740
 AJ5740.The orthometric height was determined by GPS observations and a
 AJ5740.high-resolution geoid model.
 AJ5740
 AJ5740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5740
 AJ5740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5740
 AJ5740.The ellipsoidal height was determined by GPS observations
 AJ5740.and is referenced to NAD 83.
 AJ5740
 AJ5740.The geoid height was determined by GEOID03.
 AJ5740
 AJ5740;                    North         East     Units Scale Factor Converg.
 AJ5740;SPC OH S     -   113,910.761   499,304.585   MT  0.99995598   -0 44 16.2
 AJ5740;UTM  17      - 4,322,398.884   269,469.692   MT  1.00025443   -1 40 38.1
 AJ5740
 AJ5740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5740!SPC OH S     -   0.99995900  x   0.99995598  =   0.99991498
 AJ5740!UTM  17      -   0.99995900  x   1.00025443  =   1.00021342
 AJ5740
 AJ5740|---------------------------------------------------------------------|
 AJ5740| PID    Reference Object                     Distance      Geod. Az  |
 AJ5740|                                                           dddmmss.s |
 AJ5740| AJ5741 HIG027A                             296.793 METERS 09839     |
 AJ5740|---------------------------------------------------------------------|
 AJ5740
 AJ5740                          SUPERSEDED SURVEY CONTROL
 AJ5740
 AJ5740  ELLIP H (09/15/01)  261.38   (m)                       GP(       ) 4 1
 AJ5740
 AJ5740.Superseded values are not recommended for survey control.
 AJ5740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5740.See file dsdata.txt to determine how the superseded data were derived.
 AJ5740
 AJ5740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6947022399(NAD 83)
 AJ5740_MARKER: DD = SURVEY DISK
 AJ5740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5740_STAMPING: HIG027 2001
 AJ5740_PROJECTION: FLUSH
 AJ5740_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5740+STABILITY: SURFACE MOTION
 AJ5740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5740+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5740
 AJ5740  HISTORY     - Date     Condition        Report By
 AJ5740  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5740
 AJ5740                          STATION DESCRIPTION
 AJ5740
 AJ5740'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5740'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5740'APPROXIMATELY 13.5 MI SOUTHWEST OF HILLSBORO, 32.5 MI SOUTHEAST OF
 AJ5740'WILMINGTON, AND 28.5 MI SOUTHWEST OF GREENFIELD.
 AJ5740' 
 AJ5740'TO REACH THE STATION FROM THE INTERSECTION OF US 62 AND SR 321, GO
 AJ5740'SOUTH ON US 62 FOR 1.9 MI TO THE INTERSECTION OF EAST WILDCAT RD
 AJ5740'AND US 62, GO EAST ON EAST WILDCAT RD 2.5 MI TO THE STATION ON THE
 AJ5740'RIGHT JUST AFTER THE GRAVEL DRIVE ON THE RIGHT LEADING TO HOUSE
 AJ5740'NO. 218.
 AJ5740' 
 AJ5740'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE MONUMENT,
 AJ5740'INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG027 2001 AND IS FLUSH
 AJ5740'WITH THE GROUND. THE STATION IS 30.1 FT SOUTHWEST OF THE
 AJ5740'CENTERLINE OF EAST WILDCAT RD, 61.5 FT SOUTHEAST OF THE CENTERLINE
 AJ5740'OF A GRAVEL DRIVE LEADING TO HOUSE NO. 218, 104.9 FT NORTHWEST OF A
 AJ5740'8 INCH PINE TREE, 123.85 FT NORTHEAST OF THE NORTHEAST CORNER OF
 AJ5740'HOUSE NO. 218, AND 50.6 FT SOUTHWEST OF A CARSONITE WITNESS POST.
 AJ5740' 
 AJ5740'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5741 ***********************************************************************
 AJ5741  DESIGNATION -  HIG027A
 AJ5741  PID         -  AJ5741
 AJ5741  STATE/COUNTY-  OH/HIGHLAND
 AJ5741  USGS QUAD   -  SUGAR TREE RIDGE (1986)
 AJ5741
 AJ5741                         *CURRENT SURVEY CONTROL
 AJ5741  ___________________________________________________________________
 AJ5741* NAD 83(1995)-  39 01 11.48757(N)    083 39 33.97332(W)     ADJUSTED  
 AJ5741* NAVD 88     -       292.7    (meters)     960.     (feet)  GPS OBS   
 AJ5741  ___________________________________________________________________
 AJ5741  X           -     548,008.805 (meters)                     COMP
 AJ5741  Y           -  -4,931,788.119 (meters)                     COMP
 AJ5741  Z           -   3,994,193.495 (meters)                     COMP
 AJ5741  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AJ5741  ELLIP HEIGHT-         259.67  (meters)          (10/07/05) GPS OBS
 AJ5741  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AJ5741
 AJ5741  HORZ ORDER  -  FIRST
 AJ5741  ELLP ORDER  -  FOURTH    CLASS I
 AJ5741
 AJ5741.The horizontal coordinates were established by GPS observations
 AJ5741.and adjusted by the National Geodetic Survey in September 2001..
 AJ5741
 AJ5741.The orthometric height was determined by GPS observations and a
 AJ5741.high-resolution geoid model.
 AJ5741
 AJ5741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5741
 AJ5741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5741
 AJ5741.The ellipsoidal height was determined by GPS observations
 AJ5741.and is referenced to NAD 83.
 AJ5741
 AJ5741.The geoid height was determined by GEOID03.
 AJ5741
 AJ5741;                    North         East     Units Scale Factor Converg.
 AJ5741;SPC OH S     -   113,862.368   499,597.394   MT  0.99995603   -0 44 08.5
 AJ5741;UTM  17      - 4,322,345.682   269,761.754   MT  1.00025278   -1 40 30.3
 AJ5741
 AJ5741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5741!SPC OH S     -   0.99995926  x   0.99995603  =   0.99991529
 AJ5741!UTM  17      -   0.99995926  x   1.00025278  =   1.00021203
 AJ5741
 AJ5741|---------------------------------------------------------------------|
 AJ5741| PID    Reference Object                     Distance      Geod. Az  |
 AJ5741|                                                           dddmmss.s |
 AJ5741| AJ5740 HIG027                              296.793 METERS 27839     |
 AJ5741|---------------------------------------------------------------------|
 AJ5741
 AJ5741                          SUPERSEDED SURVEY CONTROL
 AJ5741
 AJ5741  ELLIP H (09/15/01)  259.70   (m)                       GP(       ) 4 1
 AJ5741
 AJ5741.Superseded values are not recommended for survey control.
 AJ5741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5741.See file dsdata.txt to determine how the superseded data were derived.
 AJ5741
 AJ5741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD6976222346(NAD 83)
 AJ5741_MARKER: DD = SURVEY DISK
 AJ5741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5741_STAMPING: HIG027A 2001
 AJ5741_PROJECTION: FLUSH
 AJ5741_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5741+STABILITY: SURFACE MOTION
 AJ5741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5741+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5741
 AJ5741  HISTORY     - Date     Condition        Report By
 AJ5741  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5741
 AJ5741                          STATION DESCRIPTION
 AJ5741
 AJ5741'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5741'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5741'APPROXIMATELY 13.5 MI SOUTHWEST OF HILLSBORO, 32.5 MI SOUTHEAST OF
 AJ5741'WILMINGTON, AND 28.5 MI SOUTHWEST OF GREENFIELD.
 AJ5741' 
 AJ5741'TO REACH THE STATION FROM THE INTERSECTION OF US 62 AND SR 321, GO
 AJ5741'SOUTH ON US 62 FOR 1.9 MI TO THE INTERSECTION OF EAST WILDCAT RD
 AJ5741'AND US 62, GO EAST ON EAST WILDCAT RD 2.65 MI TO THE STATION ON THE
 AJ5741'RIGHT JUST BEFORE EAST WILDCAT DEAD ENDS INTO SR 136.
 AJ5741' 
 AJ5741'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5741'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG027A 2001 AND
 AJ5741'IS FLUSH WITH THE GROUND. THE STATION IS 20.9 FT SOUTHWEST OF THE
 AJ5741'CENTERLINE OF EAST WILDCAT RD, 32.4 FT NORTHWEST OF THE CORNER
 AJ5741'FENCE POST WITH REINFORCED WIRE, 55.45 FT SOUTHWEST OF THE
 AJ5741'ADAMS/HIGHLAND COUNTY SIGN, 2.3 FT NORTHEAST OF A WIRE FENCE, AND
 AJ5741'1.8 FT NORTH OF A CARSONITE WITNESS POST.
 AJ5741'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5742 ***********************************************************************
 AJ5742  DESIGNATION -  HIG028
 AJ5742  PID         -  AJ5742
 AJ5742  STATE/COUNTY-  OH/HIGHLAND
 AJ5742  USGS QUAD   -  BELFAST (1988)
 AJ5742
 AJ5742                         *CURRENT SURVEY CONTROL
 AJ5742  ___________________________________________________________________
 AJ5742* NAD 83(1995)-  39 01 42.26362(N)    083 33 04.00294(W)     ADJUSTED  
 AJ5742* NAVD 88     -       281.6    (meters)     924.     (feet)  GPS OBS   
 AJ5742  ___________________________________________________________________
 AJ5742  X           -     557,263.920 (meters)                     COMP
 AJ5742  Y           -  -4,930,140.867 (meters)                     COMP
 AJ5742  Z           -   3,994,923.870 (meters)                     COMP
 AJ5742  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AJ5742  ELLIP HEIGHT-         248.61  (meters)          (10/07/05) GPS OBS
 AJ5742  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 AJ5742
 AJ5742  HORZ ORDER  -  FIRST
 AJ5742  ELLP ORDER  -  FOURTH    CLASS I
 AJ5742
 AJ5742.The horizontal coordinates were established by GPS observations
 AJ5742.and adjusted by the National Geodetic Survey in September 2001..
 AJ5742
 AJ5742.The orthometric height was determined by GPS observations and a
 AJ5742.high-resolution geoid model.
 AJ5742
 AJ5742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5742
 AJ5742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5742
 AJ5742.The ellipsoidal height was determined by GPS observations
 AJ5742.and is referenced to NAD 83.
 AJ5742
 AJ5742.The geoid height was determined by GEOID03.
 AJ5742
 AJ5742;                    North         East     Units Scale Factor Converg.
 AJ5742;SPC OH S     -   114,696.506   508,988.516   MT  0.99995509   -0 40 01.0
 AJ5742;UTM  17      - 4,323,025.863   279,167.841   MT  1.00020052   -1 36 25.6
 AJ5742
 AJ5742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5742!SPC OH S     -   0.99996100  x   0.99995509  =   0.99991609
 AJ5742!UTM  17      -   0.99996100  x   1.00020052  =   1.00016151
 AJ5742
 AJ5742|---------------------------------------------------------------------|
 AJ5742| PID    Reference Object                     Distance      Geod. Az  |
 AJ5742|                                                           dddmmss.s |
 AJ5742| AJ5743 HIG028A                             249.033 METERS 29504     |
 AJ5742|---------------------------------------------------------------------|
 AJ5742
 AJ5742                          SUPERSEDED SURVEY CONTROL
 AJ5742
 AJ5742  ELLIP H (09/15/01)  248.65   (m)                       GP(       ) 4 1
 AJ5742
 AJ5742.Superseded values are not recommended for survey control.
 AJ5742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5742.See file dsdata.txt to determine how the superseded data were derived.
 AJ5742
 AJ5742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7916823026(NAD 83)
 AJ5742_MARKER: DD = SURVEY DISK
 AJ5742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5742_STAMPING: HIG028 2001
 AJ5742_PROJECTION: FLUSH
 AJ5742_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5742+STABILITY: SURFACE MOTION
 AJ5742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5742+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5742
 AJ5742  HISTORY     - Date     Condition        Report By
 AJ5742  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5742
 AJ5742                          STATION DESCRIPTION
 AJ5742
 AJ5742'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5742'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5742'APPROXIMATELY 13.0 MI SOUTHEAST OF HILLSBORO, 35.0 MI SOUTHEAST OF
 AJ5742'WILMINGTON, AND 25.0 MI SOUTHWEST OF GREENFIELD.
 AJ5742' 
 AJ5742'TO REACH THE STATION FROM THE INTERSECTION OF SR 247 AND SR 785,
 AJ5742'GO EAST ALONG SR 785 0.38 MI TO THE INTERSECTION OF GREENBRIER RD
 AJ5742'AND SR 785, GO SOUTH ALONG GREENBRIER RD 1.05 MI TO THE
 AJ5742'INTERSECTION OF BRANNEN RD AND GREENBRIER RD, GO EAST ON
 AJ5742'BRANNEN RD 0.55 MI TO THE INTERSECTION OF LOCUST RD AND BRANNEN
 AJ5742'RD, GO SOUTH ON LUCUST/PALMER RD 0.7 MI TO THE STATION ON THE LEFT
 AJ5742'IN ADAMS COUNTY.
 AJ5742' 
 AJ5742'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5742'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG028 2001 AND
 AJ5742'IS FLUSH WITH THE GROUND. THE STATION IS 25.4 FT SOUTHEAST OF A
 AJ5742'TELEPHONE PEDESTAL, 10.9 FT NORTHEAST OF THE CENTERLINE OF
 AJ5742'LOCUST/PALMER RD, 31.25 FT NORTH OF A 12 FT TALL GATE POST, AND 22.3
 AJ5742'FT NORTHEAST OF A CARSONITE WITNESS POST.
 AJ5742'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5743 ***********************************************************************
 AJ5743  DESIGNATION -  HIG028A
 AJ5743  PID         -  AJ5743
 AJ5743  STATE/COUNTY-  OH/HIGHLAND
 AJ5743  USGS QUAD   -  BELFAST (1988)
 AJ5743
 AJ5743                         *CURRENT SURVEY CONTROL
 AJ5743  ___________________________________________________________________
 AJ5743* NAD 83(1995)-  39 01 45.68584(N)    083 33 13.38078(W)     ADJUSTED  
 AJ5743* NAVD 88     -       276.6    (meters)     907.     (feet)  GPS OBS   
 AJ5743  ___________________________________________________________________
 AJ5743  X           -     557,031.879 (meters)                     COMP
 AJ5743  Y           -  -4,930,096.354 (meters)                     COMP
 AJ5743  Z           -   3,995,002.751 (meters)                     COMP
 AJ5743  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AJ5743  ELLIP HEIGHT-         243.68  (meters)          (10/07/05) GPS OBS
 AJ5743  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 AJ5743
 AJ5743  HORZ ORDER  -  FIRST
 AJ5743  ELLP ORDER  -  FOURTH    CLASS I
 AJ5743
 AJ5743.The horizontal coordinates were established by GPS observations
 AJ5743.and adjusted by the National Geodetic Survey in September 2001..
 AJ5743
 AJ5743.The orthometric height was determined by GPS observations and a
 AJ5743.high-resolution geoid model.
 AJ5743
 AJ5743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5743
 AJ5743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5743
 AJ5743.The ellipsoidal height was determined by GPS observations
 AJ5743.and is referenced to NAD 83.
 AJ5743
 AJ5743.The geoid height was determined by GEOID03.
 AJ5743
 AJ5743;                    North         East     Units Scale Factor Converg.
 AJ5743;SPC OH S     -   114,804.656   508,764.205   MT  0.99995499   -0 40 07.0
 AJ5743;UTM  17      - 4,323,137.707   278,945.281   MT  1.00020174   -1 36 31.6
 AJ5743
 AJ5743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5743!SPC OH S     -   0.99996177  x   0.99995499  =   0.99991676
 AJ5743!UTM  17      -   0.99996177  x   1.00020174  =   1.00016350
 AJ5743
 AJ5743|---------------------------------------------------------------------|
 AJ5743| PID    Reference Object                     Distance      Geod. Az  |
 AJ5743|                                                           dddmmss.s |
 AJ5743| AJ5742 HIG028                              249.033 METERS 11504     |
 AJ5743|---------------------------------------------------------------------|
 AJ5743
 AJ5743                          SUPERSEDED SURVEY CONTROL
 AJ5743
 AJ5743  ELLIP H (09/15/01)  243.71   (m)                       GP(       ) 4 1
 AJ5743
 AJ5743.Superseded values are not recommended for survey control.
 AJ5743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5743.See file dsdata.txt to determine how the superseded data were derived.
 AJ5743
 AJ5743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7894523138(NAD 83)
 AJ5743_MARKER: DD = SURVEY DISK
 AJ5743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5743_STAMPING: HIG028A 2001
 AJ5743_PROJECTION: FLUSH
 AJ5743_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5743+STABILITY: SURFACE MOTION
 AJ5743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5743+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5743
 AJ5743  HISTORY     - Date     Condition        Report By
 AJ5743  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5743
 AJ5743                          STATION DESCRIPTION
 AJ5743
 AJ5743'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5743'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5743'APPROXIMATELY 13.0 MI SOUTHEAST OF HILLSBORO, 35.0 MI SOUTHEAST OF
 AJ5743'WILMINGTON, AND 25.0 MI SOUTHWEST OF GREENFIELD.
 AJ5743' 
 AJ5743'TO REACH THE STATION FROM THE INTERSECTION OF SR 247 AND SR 785,
 AJ5743'GO EAST ALONG SR 785 0.38 MI TO THE INTERSECTION OF GREENBRIER RD
 AJ5743'AND SR 785, GO SOUTH ALONG GREENBRIER RD 1.05 MI TO THE
 AJ5743'INTERSECTION OF BRANNEN RD AND GREENBRIER RD, GO EAST ON
 AJ5743'BRANNEN RD 0.55 MI TO THE INTERSECTION OF LOCUST RD AND BRANNEN
 AJ5743'RD, GO SOUTH ON LUCUST/PALMER RD 0.55 MI TO THE STATION ON THE
 AJ5743'LEFT.
 AJ5743' 
 AJ5743'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5743'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG028A 2001 AND
 AJ5743'IS FLUSH WITH THE GROUND. THE STATION IS 51.7 FT NORTH OF THE
 AJ5743'CENTERLINE OF THE COUNTY LINE MONUMENT, 44.25 FT NORTHWEST OF
 AJ5743'POWER POLE NO. 401-339, 21.5 FT NORTHEAST OF THE CENTERLINE OF
 AJ5743'LUCUST/PALMER RD, 5.0 FT SOUTHWEST OF A CARSONITE WITNESS POST.
 AJ5743' 
 AJ5743'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5744 ***********************************************************************
 AJ5744  DESIGNATION -  HIG029
 AJ5744  PID         -  AJ5744
 AJ5744  STATE/COUNTY-  OH/HIGHLAND
 AJ5744  USGS QUAD   -  SINKING SPRING (1988)
 AJ5744
 AJ5744                         *CURRENT SURVEY CONTROL
 AJ5744  ___________________________________________________________________
 AJ5744* NAD 83(1995)-  39 03 06.85954(N)    083 26 50.33336(W)     ADJUSTED  
 AJ5744* NAVD 88     -       228.1    (meters)     748.     (feet)  GPS OBS   
 AJ5744  ___________________________________________________________________
 AJ5744  X           -     566,002.196 (meters)                     COMP
 AJ5744  Y           -  -4,927,449.530 (meters)                     COMP
 AJ5744  Z           -   3,996,916.527 (meters)                     COMP
 AJ5744  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AJ5744  ELLIP HEIGHT-         195.19  (meters)          (10/07/05) GPS OBS
 AJ5744  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 AJ5744
 AJ5744  HORZ ORDER  -  FIRST
 AJ5744  ELLP ORDER  -  FOURTH    CLASS I
 AJ5744
 AJ5744.The horizontal coordinates were established by GPS observations
 AJ5744.and adjusted by the National Geodetic Survey in September 2001..
 AJ5744
 AJ5744.The orthometric height was determined by GPS observations and a
 AJ5744.high-resolution geoid model.
 AJ5744
 AJ5744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5744
 AJ5744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5744
 AJ5744.The ellipsoidal height was determined by GPS observations
 AJ5744.and is referenced to NAD 83.
 AJ5744
 AJ5744.The geoid height was determined by GEOID03.
 AJ5744
 AJ5744;                    North         East     Units Scale Factor Converg.
 AJ5744;SPC OH S     -   117,205.546   518,002.902   MT  0.99995265   -0 36 03.9
 AJ5744;UTM  17      - 4,325,387.087   288,224.221   MT  1.00015227   -1 32 32.8
 AJ5744
 AJ5744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5744!SPC OH S     -   0.99996938  x   0.99995265  =   0.99992203
 AJ5744!UTM  17      -   0.99996938  x   1.00015227  =   1.00012164
 AJ5744
 AJ5744|---------------------------------------------------------------------|
 AJ5744| PID    Reference Object                     Distance      Geod. Az  |
 AJ5744|                                                           dddmmss.s |
 AJ5744| AJ5745 HIG029A                             367.033 METERS 35928     |
 AJ5744|---------------------------------------------------------------------|
 AJ5744
 AJ5744                          SUPERSEDED SURVEY CONTROL
 AJ5744
 AJ5744  ELLIP H (09/15/01)  195.23   (m)                       GP(       ) 4 1
 AJ5744
 AJ5744.Superseded values are not recommended for survey control.
 AJ5744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5744.See file dsdata.txt to determine how the superseded data were derived.
 AJ5744
 AJ5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8822425387(NAD 83)
 AJ5744_MARKER: DD = SURVEY DISK
 AJ5744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5744_STAMPING: HIG029 2001
 AJ5744_PROJECTION: FLUSH
 AJ5744_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5744+STABILITY: SURFACE MOTION
 AJ5744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5744+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5744
 AJ5744  HISTORY     - Date     Condition        Report By
 AJ5744  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5744
 AJ5744                          STATION DESCRIPTION
 AJ5744
 AJ5744'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5744'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5744'APPROXIMATELY 14.5 MI SOUTHEAST OF HILLSBORO, 36.5 MI SOUTHEAST OF
 AJ5744'WILMINGTON, AND 22.0 MI SOUTHWEST OF GREENFIELD.
 AJ5744' 
 AJ5744'TO REACH THE STATION FROM THE INTERSECTION OF SR 41 AND SR 73, GO
 AJ5744'NORTH ON SR 73 FOR 5.0 MI TO LOUDEN AND THE INTERSECTION OF SR 73
 AJ5744'AND SOUTH ELMVILLE RD, GO NORTH ON SOUTH ELMVILLE RD 2.4 MI TO THE
 AJ5744'STATION ON THE RIGHT JUST AFTER HOUSE NO. 1445 ON THE RIGHT.
 AJ5744' 
 AJ5744'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5744'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG029 2001 AND
 AJ5744'IS FLUSH WITH THE GROUND. THE STATION IS 18.2 FT EAST OF THE
 AJ5744'CENTERLINE OF ELMVILLE RD, 92.7 FT NORTH OF POWER POLE NO. 412-283,
 AJ5744'68.7 FT SOUTH OF THE SOTHEAST CORNER OF A CONCRETE PAD FOR THE
 AJ5744'END
 AJ5744'OF THE GUARDRAIL, AND 0.85 FT WEST OF A CARSONITE WITNESS POST.
 AJ5744' 
 AJ5744'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5745 ***********************************************************************
 AJ5745  DESIGNATION -  HIG029A
 AJ5745  PID         -  AJ5745
 AJ5745  STATE/COUNTY-  OH/HIGHLAND
 AJ5745  USGS QUAD   -  SINKING SPRING (1988)
 AJ5745
 AJ5745                         *CURRENT SURVEY CONTROL
 AJ5745  ___________________________________________________________________
 AJ5745* NAD 83(1995)-  39 03 18.76103(N)    083 26 50.47606(W)     ADJUSTED  
 AJ5745* NAVD 88     -       234.3    (meters)     769.     (feet)  GPS OBS   
 AJ5745  ___________________________________________________________________
 AJ5745  X           -     565,972.948 (meters)                     COMP
 AJ5745  Y           -  -4,927,224.970 (meters)                     COMP
 AJ5745  Z           -   3,997,205.452 (meters)                     COMP
 AJ5745  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AJ5745  ELLIP HEIGHT-         201.39  (meters)          (10/07/05) GPS OBS
 AJ5745  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AJ5745
 AJ5745  HORZ ORDER  -  FIRST
 AJ5745  ELLP ORDER  -  FOURTH    CLASS I
 AJ5745
 AJ5745.The horizontal coordinates were established by GPS observations
 AJ5745.and adjusted by the National Geodetic Survey in September 2001..
 AJ5745
 AJ5745.The orthometric height was determined by GPS observations and a
 AJ5745.high-resolution geoid model.
 AJ5745
 AJ5745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5745
 AJ5745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5745
 AJ5745.The ellipsoidal height was determined by GPS observations
 AJ5745.and is referenced to NAD 83.
 AJ5745
 AJ5745.The geoid height was determined by GEOID03.
 AJ5745
 AJ5745;                    North         East     Units Scale Factor Converg.
 AJ5745;SPC OH S     -   117,572.561   518,003.321   MT  0.99995232   -0 36 04.0
 AJ5745;UTM  17      - 4,325,754.119   288,230.671   MT  1.00015224   -1 32 33.3
 AJ5745
 AJ5745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5745!SPC OH S     -   0.99996840  x   0.99995232  =   0.99992073
 AJ5745!UTM  17      -   0.99996840  x   1.00015224  =   1.00012064
 AJ5745
 AJ5745|---------------------------------------------------------------------|
 AJ5745| PID    Reference Object                     Distance      Geod. Az  |
 AJ5745|                                                           dddmmss.s |
 AJ5745| AJ5744 HIG029                              367.033 METERS 17928     |
 AJ5745|---------------------------------------------------------------------|
 AJ5745
 AJ5745                          SUPERSEDED SURVEY CONTROL
 AJ5745
 AJ5745  ELLIP H (09/15/01)  201.44   (m)                       GP(       ) 4 1
 AJ5745
 AJ5745.Superseded values are not recommended for survey control.
 AJ5745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5745.See file dsdata.txt to determine how the superseded data were derived.
 AJ5745
 AJ5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8823125754(NAD 83)
 AJ5745_MARKER: DD = SURVEY DISK
 AJ5745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5745_STAMPING: HIG029A 2001
 AJ5745_PROJECTION: FLUSH
 AJ5745_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5745+STABILITY: SURFACE MOTION
 AJ5745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5745+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5745
 AJ5745  HISTORY     - Date     Condition        Report By
 AJ5745  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5745
 AJ5745                          STATION DESCRIPTION
 AJ5745
 AJ5745'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5745'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5745'APPROXIMATELY 14.5 MI SOUTHEAST OF HILLSBORO, 36.5 MI SOUTHEAST OF
 AJ5745'WILMINGTON, AND 22.0 MI SOUTHWEST OF GREENFIELD.
 AJ5745' 
 AJ5745'TO REACH THE STATION FROM THE INTERSECTION OF SR 41 AND SR 73, GO
 AJ5745'NORTH ON SR 73 FOR 5.0 MI TO LOUDEN AND THE INTERSECTION OF SR 73
 AJ5745'AND SOUTH ELMVILLE RD, GO NORTH ON SOUTH ELMVILLE RD 2.67 MI TO
 AJ5745'THE STATION ON THE RIGHT JUST AFTER THE ROAD CURVES TO THE LEFT
 AJ5745'HEADING NORTHWEST.
 AJ5745' 
 AJ5745'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5745'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG029A 2001 AND
 AJ5745'IS FLUSH WITH THE GROUND. THE STATION IS 18.2 FT NORTHEAST OF THE
 AJ5745'CENTERLINE OF ELMVILLE RD, 75.3 FT EAST OF A 6 IN CONIFER PINE TREE,
 AJ5745'79.65 FT SOUTHEAST OF A 6 IN CONIFER PINE TREE, AND 0.75 FT
 AJ5745'SOUTHWEST OF A CARSONITE WITNESS POST.
 AJ5745'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5746 ***********************************************************************
 AJ5746  CBN         -  This is a Cooperative Base Network Control Station.
 AJ5746  DESIGNATION -  HIG030
 AJ5746  PID         -  AJ5746
 AJ5746  STATE/COUNTY-  OH/HIGHLAND
 AJ5746  USGS QUAD   -  SINKING SPRING (1988)
 AJ5746
 AJ5746                         *CURRENT SURVEY CONTROL
 AJ5746  ___________________________________________________________________
 AJ5746* NAD 83(1995)-  39 03 38.79431(N)    083 23 10.46166(W)     ADJUSTED  
 AJ5746* NAVD 88     -       227.1    (meters)     745.     (feet)  GPS OBS   
 AJ5746  ___________________________________________________________________
 AJ5746  X           -     571,182.827 (meters)                     COMP
 AJ5746  Y           -  -4,926,226.298 (meters)                     COMP
 AJ5746  Z           -   3,997,680.708 (meters)                     COMP
 AJ5746  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AJ5746  ELLIP HEIGHT-         194.29  (meters)          (09/23/04) GPS OBS
 AJ5746  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 AJ5746
 AJ5746  HORZ ORDER  -  A
 AJ5746  ELLP ORDER  -  FOURTH    CLASS I
 AJ5746
 AJ5746.The horizontal coordinates were established by GPS observations
 AJ5746.and adjusted by the National Geodetic Survey in September 2004..
 AJ5746
 AJ5746.The orthometric height was determined by GPS observations and a
 AJ5746.high-resolution geoid model.
 AJ5746
 AJ5746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5746
 AJ5746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5746
 AJ5746.The ellipsoidal height was determined by GPS observations
 AJ5746.and is referenced to NAD 83.
 AJ5746
 AJ5746.The geoid height was determined by GEOID03.
 AJ5746
 AJ5746;                    North         East     Units Scale Factor Converg.
 AJ5746;SPC OH S     -   118,136.580   523,298.924   MT  0.99995177   -0 33 44.4
 AJ5746;UTM  17      - 4,326,231.121   293,535.818   MT  1.00012491   -1 30 15.1
 AJ5746
 AJ5746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5746!SPC OH S     -   0.99996952  x   0.99995177  =   0.99992129
 AJ5746!UTM  17      -   0.99996952  x   1.00012491  =   1.00009442
 AJ5746
 AJ5746|---------------------------------------------------------------------|
 AJ5746| PID    Reference Object                     Distance      Geod. Az  |
 AJ5746|                                                           dddmmss.s |
 AJ5746| AJ5747 HIG030A                             325.567 METERS 23134     |
 AJ5746|---------------------------------------------------------------------|
 AJ5746
 AJ5746                          SUPERSEDED SURVEY CONTROL
 AJ5746
 AJ5746  NAD 83(1995)-  39 03 38.79420(N)    083 23 10.46057(W) AD(       ) 1
 AJ5746  ELLIP H (09/15/01)  194.35   (m)                       GP(       ) 4 1
 AJ5746
 AJ5746.Superseded values are not recommended for survey control.
 AJ5746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5746.See file dsdata.txt to determine how the superseded data were derived.
 AJ5746
 AJ5746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9353626231(NAD 83)
 AJ5746_MARKER: DD = SURVEY DISK
 AJ5746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5746_STAMPING: HIG030 2001
 AJ5746_MARK LOGO: OH-071
 AJ5746_PROJECTION: FLUSH
 AJ5746_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5746+STABILITY: SURFACE MOTION
 AJ5746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5746+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 AJ5746
 AJ5746  HISTORY     - Date     Condition        Report By
 AJ5746  HISTORY     - 2001     MONUMENTED       WOOLPT
 AJ5746  HISTORY     - 20030610 GOOD             WOOLPT
 AJ5746
 AJ5746                          STATION DESCRIPTION
 AJ5746
 AJ5746'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5746'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5746'APPROXIMATELY 16.5 MI SOUTHEAST OF HILLSBORO, 37.5 MI SOUTHEAST OF
 AJ5746'WILMINGTON, AND 21.0 MI SOUTH OF GREENFIELD.
 AJ5746' 
 AJ5746'TO REACH THE STATION FROM THE INTERSECTION OF SR 124 AND SR 41 AT
 AJ5746'THE POST OFFICE IN SINKING SPRINGS, GO 0.8 MI SOUTH ON SR 41 TO THE
 AJ5746'INTERSECTION OF SMOKEY CORNER AMD SR 41 AND THE STATION IS AT THE
 AJ5746'SOUTHEAST CORNER OF THE INTERSECTION ON THE LEFT SIDE OF SR 41.
 AJ5746' 
 AJ5746'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5746'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG030 2001 AND
 AJ5746'IS FLUSH WITH THE GROUND. THE STATION IS 22.4 FT SOUTHEAST OF THE
 AJ5746'CENTERLINE OF SR 41, 16.7 FT NORTH OF POWER POLE NO. 473-I45, 55.1 FT
 AJ5746'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE PAD AT THE
 AJ5746'END OF THE GUARDRAIL, AND 1.6 FT NORTHWEST OF A CARSONITE WITNESS
 AJ5746'POST.
 AJ5746' 
 AJ5746'
 AJ5746
 AJ5746                          STATION RECOVERY (2003)
 AJ5746
 AJ5746'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (GTF)
 AJ5746'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5747 ***********************************************************************
 AJ5747  DESIGNATION -  HIG030A
 AJ5747  PID         -  AJ5747
 AJ5747  STATE/COUNTY-  OH/HIGHLAND
 AJ5747  USGS QUAD   -  SINKING SPRING (1988)
 AJ5747
 AJ5747                         *CURRENT SURVEY CONTROL
 AJ5747  ___________________________________________________________________
 AJ5747* NAD 83(1995)-  39 03 32.23278(N)    083 23 21.06994(W)     ADJUSTED  
 AJ5747* NAVD 88     -       219.8    (meters)     721.     (feet)  GPS OBS   
 AJ5747  ___________________________________________________________________
 AJ5747  X           -     570,943.490 (meters)                     COMP
 AJ5747  Y           -  -4,926,376.650 (meters)                     COMP
 AJ5747  Z           -   3,997,518.948 (meters)                     COMP
 AJ5747  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AJ5747  ELLIP HEIGHT-         186.93  (meters)          (10/07/05) GPS OBS
 AJ5747  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 AJ5747
 AJ5747  HORZ ORDER  -  FIRST
 AJ5747  ELLP ORDER  -  FOURTH    CLASS I
 AJ5747
 AJ5747.The horizontal coordinates were established by GPS observations
 AJ5747.and adjusted by the National Geodetic Survey in September 2001..
 AJ5747
 AJ5747.The orthometric height was determined by GPS observations and a
 AJ5747.high-resolution geoid model.
 AJ5747
 AJ5747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5747
 AJ5747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5747
 AJ5747.The ellipsoidal height was determined by GPS observations
 AJ5747.and is referenced to NAD 83.
 AJ5747
 AJ5747.The geoid height was determined by GEOID03.
 AJ5747
 AJ5747;                    North         East     Units Scale Factor Converg.
 AJ5747;SPC OH S     -   117,936.763   523,041.909   MT  0.99995194   -0 33 51.1
 AJ5747;UTM  17      - 4,326,035.521   293,275.508   MT  1.00012624   -1 30 21.6
 AJ5747
 AJ5747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5747!SPC OH S     -   0.99997067  x   0.99995194  =   0.99992261
 AJ5747!UTM  17      -   0.99997067  x   1.00012624  =   1.00009691
 AJ5747
 AJ5747|---------------------------------------------------------------------|
 AJ5747| PID    Reference Object                     Distance      Geod. Az  |
 AJ5747|                                                           dddmmss.s |
 AJ5747| AJ5746 HIG030                              325.567 METERS 05134     |
 AJ5747|---------------------------------------------------------------------|
 AJ5747
 AJ5747                          SUPERSEDED SURVEY CONTROL
 AJ5747
 AJ5747  ELLIP H (09/15/01)  186.98   (m)                       GP(       ) 4 1
 AJ5747
 AJ5747.Superseded values are not recommended for survey control.
 AJ5747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5747.See file dsdata.txt to determine how the superseded data were derived.
 AJ5747
 AJ5747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9327626036(NAD 83)
 AJ5747_MARKER: DD = SURVEY DISK
 AJ5747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5747_STAMPING: HIG030A 2001
 AJ5747_PROJECTION: FLUSH
 AJ5747_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5747+STABILITY: SURFACE MOTION
 AJ5747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5747+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5747
 AJ5747  HISTORY     - Date     Condition        Report By
 AJ5747  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5747
 AJ5747                          STATION DESCRIPTION
 AJ5747
 AJ5747'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5747'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5747'APPROXIMATELY 16.5 MI SOUTHEAST OF HILLSBORO, 37.5 MI SOUTHEAST OF
 AJ5747'WILMINGTON, AND 21.0 MI SOUTH OF GREENFIELD.
 AJ5747' 
 AJ5747'TO REACH THE STATION FROM THE INTERSECTION OF SR 124 AND SR 41 AT
 AJ5747'THE POST OFFICE IN SINKING SPRINGS, GO SOUTH ON SR 41 FOR 0.97 MI TO
 AJ5747'THE STATION ON THE RIGHT JUST AFTER THE END OF THE GUARDRAIL.
 AJ5747' 
 AJ5747'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE MONUMENT,
 AJ5747'INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG030A 2001 AND IS FLUSH
 AJ5747'WITH THE GROUND. THE STATION IS 32.5 FT NORTHWEST OF THE
 AJ5747'CENTERLINE OF SR 41, 61.8 FT EAST OF POWER POLE NO. 207-50, 7.55 FT
 AJ5747'SOUTH OF THE CENTERLINE OF THE GUARDRAIL AT THE END, AND 7.35 FT
 AJ5747'SOUTH OF A CARSONITE WITNESS POST.
 AJ5747' 
 AJ5747' 
 AJ5747'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5748 ***********************************************************************
 AJ5748  DESIGNATION -  HIG031
 AJ5748  PID         -  AJ5748
 AJ5748  STATE/COUNTY-  OH/HIGHLAND
 AJ5748  USGS QUAD   -  HILLSBORO (1986)
 AJ5748
 AJ5748                         *CURRENT SURVEY CONTROL
 AJ5748  ___________________________________________________________________
 AJ5748* NAD 83(1995)-  39 10 34.11693(N)    083 37 17.20502(W)     ADJUSTED  
 AJ5748* NAVD 88     -       295.6    (meters)     970.     (feet)  GPS OBS   
 AJ5748  ___________________________________________________________________
 AJ5748  X           -     550,063.405 (meters)                     COMP
 AJ5748  Y           -  -4,920,551.325 (meters)                     COMP
 AJ5748  Z           -   4,007,661.148 (meters)                     COMP
 AJ5748  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AJ5748  ELLIP HEIGHT-         262.79  (meters)          (10/07/05) GPS OBS
 AJ5748  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 AJ5748
 AJ5748  HORZ ORDER  -  FIRST
 AJ5748  ELLP ORDER  -  FOURTH    CLASS I
 AJ5748
 AJ5748.The horizontal coordinates were established by GPS observations
 AJ5748.and adjusted by the National Geodetic Survey in September 2001..
 AJ5748
 AJ5748.The orthometric height was determined by GPS observations and a
 AJ5748.high-resolution geoid model.
 AJ5748
 AJ5748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5748
 AJ5748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5748
 AJ5748.The ellipsoidal height was determined by GPS observations
 AJ5748.and is referenced to NAD 83.
 AJ5748
 AJ5748.The geoid height was determined by GEOID03.
 AJ5748
 AJ5748;                    North         East     Units Scale Factor Converg.
 AJ5748;SPC OH S     -   131,169.039   503,102.573   MT  0.99994248   -0 42 41.7
 AJ5748;UTM  17      - 4,339,597.431   273,552.179   MT  1.00023144   -1 39 24.1
 AJ5748
 AJ5748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5748!SPC OH S     -   0.99995877  x   0.99994248  =   0.99990125
 AJ5748!UTM  17      -   0.99995877  x   1.00023144  =   1.00019020
 AJ5748
 AJ5748:                Primary Azimuth Mark                     Grid Az
 AJ5748:SPC OH S     -  HIG031A                                  020 17 11.5
 AJ5748:UTM  17      -  HIG031A                                  021 13 53.9
 AJ5748
 AJ5748|---------------------------------------------------------------------|
 AJ5748| PID    Reference Object                     Distance      Geod. Az  |
 AJ5748|                                                           dddmmss.s |
 AJ5748| AJ5749 HIG031A                             APPROX. 0.8 KM 0193429.8 |
 AJ5748|---------------------------------------------------------------------|
 AJ5748
 AJ5748                          SUPERSEDED SURVEY CONTROL
 AJ5748
 AJ5748  ELLIP H (09/15/01)  262.81   (m)                       GP(       ) 4 1
 AJ5748
 AJ5748.Superseded values are not recommended for survey control.
 AJ5748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5748.See file dsdata.txt to determine how the superseded data were derived.
 AJ5748
 AJ5748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7355239597(NAD 83)
 AJ5748_MARKER: DD = SURVEY DISK
 AJ5748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5748_STAMPING: HIG031 2001
 AJ5748_PROJECTION: FLUSH
 AJ5748_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5748+STABILITY: SURFACE MOTION
 AJ5748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5748+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5748
 AJ5748  HISTORY     - Date     Condition        Report By
 AJ5748  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5748
 AJ5748                          STATION DESCRIPTION
 AJ5748
 AJ5748'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5748'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5748'APPROXIMATELY 1.5 MI SOUTH OF HILLSBORO, 22.5 MI SOUTHEAST OF
 AJ5748'WILMINGTON, AND 18.0 MI SOUTHWEST OF GREENFIELD.
 AJ5748' 
 AJ5748'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 62 IN
 AJ5748'HILLSBORO, GO SOUTH ON SR 62 FOR 1.85 MI TO THE STATION ON THE LEFT,
 AJ5748'EAST OF THE INTERSECTION OF SR 62 AND DUNLAP RD.
 AJ5748' 
 AJ5748'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5748'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG031 2001 AND
 AJ5748'IS FLUSH WITH THE GROUND. THE STATION IS 32.55 FT SOUTHEAST OF THE
 AJ5748'CENTERLINE OF SR 62, 83.97 FT NORTHEAST OF THE CENTERLINE OF THE
 AJ5748'END OF THE GUARDRAIL, 111.8 FT SOUTHWEST OF A SIGN FOR SR 62 EAST,
 AJ5748'AND 9.4 FT NORTHWEST OF A CARSONITE WITNESS POST.
 AJ5748' 
 AJ5748' 
 AJ5748'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5749 ***********************************************************************
 AJ5749  DESIGNATION -  HIG031A
 AJ5749  PID         -  AJ5749
 AJ5749  STATE/COUNTY-  OH/HIGHLAND
 AJ5749  USGS QUAD   -  HILLSBORO (1986)
 AJ5749
 AJ5749                         *CURRENT SURVEY CONTROL
 AJ5749  ___________________________________________________________________
 AJ5749* NAD 83(1995)-  39 10 57.57271(N)    083 37 06.48809(W)     ADJUSTED  
 AJ5749* NAVD 88     -       300.2    (meters)     985.     (feet)  GPS OBS   
 AJ5749  ___________________________________________________________________
 AJ5749  X           -     550,268.661 (meters)                     COMP
 AJ5749  Y           -  -4,920,072.099 (meters)                     COMP
 AJ5749  Z           -   4,008,224.773 (meters)                     COMP
 AJ5749  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AJ5749  ELLIP HEIGHT-         267.36  (meters)          (10/07/05) GPS OBS
 AJ5749  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 AJ5749
 AJ5749  HORZ ORDER  -  FIRST
 AJ5749  ELLP ORDER  -  FOURTH    CLASS I
 AJ5749
 AJ5749.The horizontal coordinates were established by GPS observations
 AJ5749.and adjusted by the National Geodetic Survey in September 2001..
 AJ5749
 AJ5749.The orthometric height was determined by GPS observations and a
 AJ5749.high-resolution geoid model.
 AJ5749
 AJ5749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5749
 AJ5749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5749
 AJ5749.The ellipsoidal height was determined by GPS observations
 AJ5749.and is referenced to NAD 83.
 AJ5749
 AJ5749.The geoid height was determined by GEOID03.
 AJ5749
 AJ5749;                    North         East     Units Scale Factor Converg.
 AJ5749;SPC OH S     -   131,889.095   503,368.737   MT  0.99994207   -0 42 34.9
 AJ5749;UTM  17      - 4,340,313.204   273,830.265   MT  1.00022989   -1 39 18.1
 AJ5749
 AJ5749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5749!SPC OH S     -   0.99995805  x   0.99994207  =   0.99990013
 AJ5749!UTM  17      -   0.99995805  x   1.00022989  =   1.00018794
 AJ5749
 AJ5749:                Primary Azimuth Mark                     Grid Az
 AJ5749:SPC OH S     -  HIG031                                   200 17 11.5
 AJ5749:UTM  17      -  HIG031                                   201 13 54.7
 AJ5749
 AJ5749|---------------------------------------------------------------------|
 AJ5749| PID    Reference Object                     Distance      Geod. Az  |
 AJ5749|                                                           dddmmss.s |
 AJ5749| AJ5748 HIG031                              APPROX. 0.8 KM 1993436.6 |
 AJ5749|---------------------------------------------------------------------|
 AJ5749
 AJ5749                          SUPERSEDED SURVEY CONTROL
 AJ5749
 AJ5749  ELLIP H (09/15/01)  267.37   (m)                       GP(       ) 4 1
 AJ5749
 AJ5749.Superseded values are not recommended for survey control.
 AJ5749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5749.See file dsdata.txt to determine how the superseded data were derived.
 AJ5749
 AJ5749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7383040313(NAD 83)
 AJ5749_MARKER: DD = SURVEY DISK
 AJ5749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5749_STAMPING: HIG031A 2001
 AJ5749_PROJECTION: FLUSH
 AJ5749_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5749+STABILITY: SURFACE MOTION
 AJ5749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5749+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5749
 AJ5749  HISTORY     - Date     Condition        Report By
 AJ5749  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5749
 AJ5749                          STATION DESCRIPTION
 AJ5749
 AJ5749'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5749'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5749'APPROXIMATELY 1.5 MI SOUTH OF HILLSBORO, 22.5 MI SOUTHEAST OF
 AJ5749'WILMINGTON, AND 18.0 MI SOUTHWEST OF GREENFIELD.
 AJ5749' 
 AJ5749'TO REACH THE STATION FROM THE INTERSECTION OF SR 50 AND SR 62 IN
 AJ5749'HILLSBORO, GO SOUTH ON SR 62 FOR 1.4 MI TO THE STATION ON THE RIGHT.
 AJ5749' 
 AJ5749'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5749'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG031A 2001 AND
 AJ5749'IS FLUSH WITH THE GROUND. THE STATION IS 209.45 FT SOUTHWEST OF
 AJ5749'THE CENTERLINE OF THE END OF A GUARDRAIL, 38.35 FT NORTHWEST OF
 AJ5749'THE CENTERLINE OF SR 62, 61.2 FT EAST OF A TELEPHONE PEDESTAL, AND
 AJ5749'10.1 FT SOUTHEAST OF A CARSONITE WITNESS POST.
 AJ5749'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5750 ***********************************************************************
 AJ5750  DESIGNATION -  HIG032
 AJ5750  PID         -  AJ5750
 AJ5750  STATE/COUNTY-  OH/HIGHLAND
 AJ5750  USGS QUAD   -  GREENFIELD (1979)
 AJ5750
 AJ5750                         *CURRENT SURVEY CONTROL
 AJ5750  ___________________________________________________________________
 AJ5750* NAD 83(1995)-  39 21 45.55605(N)    083 24 08.82387(W)     ADJUSTED  
 AJ5750* NAVD 88     -       310.6    (meters)    1019.     (feet)  GPS OBS   
 AJ5750  ___________________________________________________________________
 AJ5750  X           -     567,361.979 (meters)                     COMP
 AJ5750  Y           -  -4,905,404.256 (meters)                     COMP
 AJ5750  Z           -   4,023,701.965 (meters)                     COMP
 AJ5750  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 AJ5750  ELLIP HEIGHT-         277.92  (meters)          (10/07/05) GPS OBS
 AJ5750  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 AJ5750
 AJ5750  HORZ ORDER  -  FIRST
 AJ5750  ELLP ORDER  -  FOURTH    CLASS I
 AJ5750
 AJ5750.The horizontal coordinates were established by GPS observations
 AJ5750.and adjusted by the National Geodetic Survey in September 2001..
 AJ5750
 AJ5750.The orthometric height was determined by GPS observations and a
 AJ5750.high-resolution geoid model.
 AJ5750
 AJ5750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5750
 AJ5750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5750
 AJ5750.The ellipsoidal height was determined by GPS observations
 AJ5750.and is referenced to NAD 83.
 AJ5750
 AJ5750.The geoid height was determined by GEOID03.
 AJ5750
 AJ5750;                    North         East     Units Scale Factor Converg.
 AJ5750;SPC OH S     -   151,661.226   522,230.822   MT  0.99993598   -0 34 21.4
 AJ5750;UTM  17      - 4,359,775.031   293,021.691   MT  1.00012749   -1 31 27.3
 AJ5750
 AJ5750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5750!SPC OH S     -   0.99995640  x   0.99993598  =   0.99989238
 AJ5750!UTM  17      -   0.99995640  x   1.00012749  =   1.00008388
 AJ5750
 AJ5750:                Primary Azimuth Mark                     Grid Az
 AJ5750:SPC OH S     -  HIG032A                                  008 51 56.8
 AJ5750:UTM  17      -  HIG032A                                  009 49 02.7
 AJ5750
 AJ5750|---------------------------------------------------------------------|
 AJ5750| PID    Reference Object                     Distance      Geod. Az  |
 AJ5750|                                                           dddmmss.s |
 AJ5750| AJ5751 HIG032A                             APPROX. 0.6 KM 0081735.4 |
 AJ5750|---------------------------------------------------------------------|
 AJ5750
 AJ5750                          SUPERSEDED SURVEY CONTROL
 AJ5750
 AJ5750  ELLIP H (09/15/01)  277.93   (m)                       GP(       ) 4 1
 AJ5750
 AJ5750.Superseded values are not recommended for survey control.
 AJ5750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5750.See file dsdata.txt to determine how the superseded data were derived.
 AJ5750
 AJ5750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9302259775(NAD 83)
 AJ5750_MARKER: DD = SURVEY DISK
 AJ5750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5750_STAMPING: HIG032 2001
 AJ5750_PROJECTION: FLUSH
 AJ5750_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5750+STABILITY: SURFACE MOTION
 AJ5750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5750+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5750
 AJ5750  HISTORY     - Date     Condition        Report By
 AJ5750  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5750
 AJ5750                          STATION DESCRIPTION
 AJ5750
 AJ5750'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5750'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5750'APPROXIMATELY 17.0 MI NORTHEAST OF HILLSBORO, 25.0 MI SOUTHEAST OF
 AJ5750'WILMINGTON, AND 1.5 MI NORTHWEST OF GREENFIELD.
 AJ5750' 
 AJ5750'TO REACH THE STATION FROM THE INTERSECTION OF SR 28, SR 753 SOUTH,
 AJ5750'AND SR 138 WEST IN GREENFIELD, GO WEST ALONG SR 28 FOR 0.8 MI TO
 AJ5750'LOVERS LN, TURN RIGHT AND GO NORTH ALONG LOVERS LN FOR 1.0 MI TO
 AJ5750'THE STATION ON THE LEFT.
 AJ5750' 
 AJ5750'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5750'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG032 2001 AND
 AJ5750'IS FLUSH WITH THE GROUND. THE STATION IS 51.2 FT WEST OF THE
 AJ5750'CENTERLINE OF LOVERS LN, 156.1 FT NORTHWEST OF POWER POLE NO.
 AJ5750'501747, 182.3 FT SOUTHWEST OF POWER POLE NO. 501746, AND 3.3 FT WEST
 AJ5750'OF A CARSONITE WITNESS POST.
 AJ5750' 
 AJ5750'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AJ5751 ***********************************************************************
 AJ5751  DESIGNATION -  HIG032A
 AJ5751  PID         -  AJ5751
 AJ5751  STATE/COUNTY-  OH/HIGHLAND
 AJ5751  USGS QUAD   -  GREENFIELD (1979)
 AJ5751
 AJ5751                         *CURRENT SURVEY CONTROL
 AJ5751  ___________________________________________________________________
 AJ5751* NAD 83(1995)-  39 22 05.30812(N)    083 24 05.11463(W)     ADJUSTED  
 AJ5751* NAVD 88     -       287.1    (meters)     942.     (feet)  GPS OBS   
 AJ5751  ___________________________________________________________________
 AJ5751  X           -     567,403.704 (meters)                     COMP
 AJ5751  Y           -  -4,904,992.181 (meters)                     COMP
 AJ5751  Z           -   4,024,158.013 (meters)                     COMP
 AJ5751  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AJ5751  ELLIP HEIGHT-         254.41  (meters)          (10/07/05) GPS OBS
 AJ5751  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 AJ5751
 AJ5751  HORZ ORDER  -  FIRST
 AJ5751  ELLP ORDER  -  FOURTH    CLASS I
 AJ5751
 AJ5751.The horizontal coordinates were established by GPS observations
 AJ5751.and adjusted by the National Geodetic Survey in September 2001..
 AJ5751
 AJ5751.The orthometric height was determined by GPS observations and a
 AJ5751.high-resolution geoid model.
 AJ5751
 AJ5751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5751
 AJ5751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5751
 AJ5751.The ellipsoidal height was determined by GPS observations
 AJ5751.and is referenced to NAD 83.
 AJ5751
 AJ5751.The geoid height was determined by GEOID03.
 AJ5751
 AJ5751;                    North         East     Units Scale Factor Converg.
 AJ5751;SPC OH S     -   152,269.415   522,325.690   MT  0.99993595   -0 34 19.1
 AJ5751;UTM  17      - 4,360,381.676   293,126.668   MT  1.00012696   -1 31 25.5
 AJ5751
 AJ5751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5751!SPC OH S     -   0.99996009  x   0.99993595  =   0.99989604
 AJ5751!UTM  17      -   0.99996009  x   1.00012696  =   1.00008704
 AJ5751
 AJ5751:                Primary Azimuth Mark                     Grid Az
 AJ5751:SPC OH S     -  HIG032                                   188 51 56.9
 AJ5751:UTM  17      -  HIG032                                   189 49 03.3
 AJ5751
 AJ5751|---------------------------------------------------------------------|
 AJ5751| PID    Reference Object                     Distance      Geod. Az  |
 AJ5751|                                                           dddmmss.s |
 AJ5751| AJ5750 HIG032                              APPROX. 0.6 KM 1881737.8 |
 AJ5751|---------------------------------------------------------------------|
 AJ5751
 AJ5751                          SUPERSEDED SURVEY CONTROL
 AJ5751
 AJ5751  ELLIP H (09/15/01)  254.42   (m)                       GP(       ) 4 1
 AJ5751
 AJ5751.Superseded values are not recommended for survey control.
 AJ5751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5751.See file dsdata.txt to determine how the superseded data were derived.
 AJ5751
 AJ5751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9312760382(NAD 83)
 AJ5751_MARKER: DD = SURVEY DISK
 AJ5751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5751_STAMPING: HIG032A 2001
 AJ5751_PROJECTION: FLUSH
 AJ5751_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5751+STABILITY: SURFACE MOTION
 AJ5751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5751+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2001
 AJ5751
 AJ5751  HISTORY     - Date     Condition        Report By
 AJ5751  HISTORY     - 20010226 MONUMENTED       WOOLPT
 AJ5751
 AJ5751                          STATION DESCRIPTION
 AJ5751
 AJ5751'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (GTF)
 AJ5751'DESCRIBED BY WOOLPERT IN 2001.  THE STATION IS LOCATED
 AJ5751'APPROXIMATELY 17.0 MI NORTHEAST OF HILLSBORO, 25.0 MI SOUTHEAST OF
 AJ5751'WILMINGTON, AND 1.5 MI NORTHWEST OF GREENFIELD.
 AJ5751' 
 AJ5751'TO REACH THE STATION FROM THE INTERSECTION OF SR 28, SR 753 SOUTH,
 AJ5751'AND SR 138 WEST IN GREENFIELD, GO WEST ALONG SR 28 FOR 0.8 MI TO
 AJ5751'LOVERS LN, TURN RIGHT AND GO NORTH ALONG LOVERS LN FOR 1.4 MI TO
 AJ5751'THE STATION ON THE LEFT JUST SOUTH OF THE INTERSECTION OF LOVERS
 AJ5751'LN AND EAST MARTINSBURG RD.
 AJ5751' 
 AJ5751'THE STATION IS A BRASS DISK, SET IN THE TOP OF A CONCRETE
 AJ5751'MONUMENT, INSCRIBED HIGHLAND COUNTY GIS STAMPED HIG032A 2001 AND
 AJ5751'IS FLUSH WITH THE GROUND. THE STATION IS 60.8 FT NORTHWEST OF THE
 AJ5751'CENTERLINE OF LOVERS LN, 59.9 FT SOUTHWEST OF THE CENTERLINE OF
 AJ5751'EAST MARTINSBURG RD, 66.4 FT SOUTHEAST OF TELEPHONE POLE NO.
 AJ5751'1100-35,  AND 1.6 FT SOUTHEAST OF A CARSONITE POST.
 AJ5751' 
 AJ5751' 
 AJ5751' 
 AJ5751'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1428 ***********************************************************************
 MC1428  DESIGNATION -  HIGGINS
 MC1428  PID         -  MC1428
 MC1428  STATE/COUNTY-  OH/HENRY
 MC1428  USGS QUAD   -  MC CLURE (1971)
 MC1428
 MC1428                         *CURRENT SURVEY CONTROL
 MC1428  ___________________________________________________________________
 MC1428* NAD 83(1995)-  41 19 25.42274(N)    083 56 46.33140(W)     ADJUSTED  
 MC1428* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1428  ___________________________________________________________________
 MC1428  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 MC1428  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC1428
 MC1428  HORZ ORDER  -  THIRD
 MC1428
 MC1428.The horizontal coordinates were established by classical geodetic methods
 MC1428.and adjusted by the National Geodetic Survey in April 1998..
 MC1428
 MC1428.The orthometric height was scaled from a topographic map.
 MC1428
 MC1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1428
 MC1428.The geoid height was determined by GEOID03.
 MC1428
 MC1428;                    North         East     Units Scale Factor Converg.
 MC1428;SPC OH N     -   185,015.129   478,932.428   MT  0.99994910   -0 57 00.3
 MC1428;UTM  17      - 4,578,883.134   253,422.010   MT  1.00034833   -1 56 47.0
 MC1428;UTM  16      - 4,579,194.793   755,583.962   MT  1.00040400   +2 01 03.2
 MC1428
 MC1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1428!SPC OH N     -   0.99997296  x   0.99994910  =   0.99992207
 MC1428!UTM  17      -   0.99997296  x   1.00034833  =   1.00032129
 MC1428!UTM  16      -   0.99997296  x   1.00040400  =   1.00037695
 MC1428
 MC1428:                Primary Azimuth Mark                     Grid Az
 MC1428:SPC OH N     -  GEORGE ECC                               095 38 41.6
 MC1428:UTM  17      -  GEORGE ECC                               096 38 28.3
 MC1428:UTM  16      -  GEORGE ECC                               092 40 38.1
 MC1428
 MC1428|---------------------------------------------------------------------|
 MC1428| PID    Reference Object                     Distance      Geod. Az  |
 MC1428|                                                           dddmmss.s |
 MC1428| MC1475 GEORGE ECC                          403.245 METERS 0944141.3 |
 MC1428| MC1468 SPANGLER                            APPROX. 0.6 KM 3132611.9 |
 MC1428|---------------------------------------------------------------------|
 MC1428
 MC1428                          SUPERSEDED SURVEY CONTROL
 MC1428
 MC1428  NAD 83(1995)-  41 19 25.43094(N)    083 56 46.33606(W) AD(       ) 3
 MC1428  NAD 83(1986)-  41 19 25.43281(N)    083 56 46.34177(W) AD(       ) 3
 MC1428  NAD 27      -  41 19 25.24600(N)    083 56 46.54400(W) AD(       ) 3
 MC1428
 MC1428.Superseded values are not recommended for survey control.
 MC1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1428.See file dsdata.txt to determine how the superseded data were derived.
 MC1428
 MC1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5342278883(NAD 83)
 MC1428_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1428_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1428_STAMPING: HIGGINS 1947
 MC1428_MARK LOGO: CGS   
 MC1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1428+STABILITY: SURFACE MOTION
 MC1428
 MC1428  HISTORY     - Date     Condition        Report By
 MC1428  HISTORY     - 1947     MONUMENTED       CGS
 MC1428  HISTORY     - 1963     GOOD             CGS
 MC1428
 MC1428                          STATION DESCRIPTION
 MC1428
 MC1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1428'THE STATION IS 1-3/4 MILES NORTH AND 1/4 MILE WEST OF WESTHOPE IN
 MC1428'SEC. 9, RICHFIELD
 MC1428'TOWNSHIP, AT THE 1/16 LAND SUBDIVISION CORNER THAT MARKS THE
 MC1428'PROPERTY LINES BETWEEN THE
 MC1428'E. L. SPANGLER, A. H. A. HIGGINS, AND G. E.
 MC1428'WEASEL FARMS.
 MC1428'
 MC1428'A STANDARD DISK STAMPED HIGGINS 1947 IS SET IN THE TOP OF A CONCRETE
 MC1428'MONUMENT ABOUT 12
 MC1428'BY 12 INCHES.  THIS IS EMBEDDED SO THAT THE TOP IS
 MC1428'FLUSH WITH THE GROUND SURFACE.
 MC1428
 MC1428                          STATION RECOVERY (1963)
 MC1428
 MC1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1428'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1428'EXCEPTION--THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA
 MC1428'TARGET 6 FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1101 ***********************************************************************
 JY1101  DESIGNATION -  HIGH SCHOOL
 JY1101  PID         -  JY1101
 JY1101  STATE/COUNTY-  OH/CLINTON
 JY1101  USGS QUAD   -  SABINA (1974)
 JY1101
 JY1101                         *CURRENT SURVEY CONTROL
 JY1101  ___________________________________________________________________
 JY1101* NAD 83(1986)-  39 29 15.     (N)    083 38 26.     (W)     SCALED    
 JY1101* NAVD 88     -       319.990  (meters)    1049.83   (feet)  ADJUSTED  
 JY1101  ___________________________________________________________________
 JY1101  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JY1101  DYNAMIC HT  -         319.810 (meters)    1049.24  (feet)  COMP
 JY1101  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 JY1101
 JY1101  VERT ORDER  -  SECOND    CLASS 0
 JY1101
 JY1101.The horizontal coordinates were scaled from a topographic map and have
 JY1101.an estimated accuracy of +/- 6 seconds.
 JY1101
 JY1101.The orthometric height was determined by differential leveling
 JY1101.and adjusted by the National Geodetic Survey in June 1991..
 JY1101
 JY1101.The geoid height was determined by GEOID03.
 JY1101
 JY1101.The dynamic height is computed by dividing the NAVD 88
 JY1101.geopotential number by the normal gravity value computed on the
 JY1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY1101.degrees latitude (g = 980.6199 gals.).
 JY1101
 JY1101.The modeled gravity was interpolated from observed gravity values.
 JY1101
 JY1101;                    North         East    Units  Estimated Accuracy
 JY1101;SPC OH S     -   165,750.      501,890.      MT  (+/- 180 meters Scaled)
 JY1101
 JY1101                          SUPERSEDED SURVEY CONTROL
 JY1101
 JY1101  NGVD 29 (??/??/92)  320.161  (m)         1050.39   (f) ADJ UNCH    2 0
 JY1101
 JY1101.Superseded values are not recommended for survey control.
 JY1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1101.See file dsdata.txt to determine how the superseded data were derived.
 JY1101
 JY1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD729742(NAD 83)
 JY1101_MARKER: DD = SURVEY DISK
 JY1101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY1101_SP_SET: BUILDING
 JY1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1101
 JY1101  HISTORY     - Date     Condition        Report By
 JY1101  HISTORY     - UNK      MONUMENTED       OHGS
 JY1101  HISTORY     - 1935     GOOD             NGS
 JY1101
 JY1101                          STATION DESCRIPTION
 JY1101
 JY1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JY1101'AT SABINA.
 JY1101'AT SABINA, CLINTON COUNTY, ON U.S. HIGHWAY 22, 0.1 MILE EAST OF
 JY1101'THE CORPORATION LIMIT, IN THE TOP OF THE NORTHWEST CORNER OF THE
 JY1101'NORTH ENTRANCE TO A HIGH SCHOOL, 41.2 FEET SOUTH OF THE CURB LINE
 JY1101'OF THE HIGHWAY, AND 2.1 FEET ABOVE THE CONCRETE WALK.  A STATE
 JY1101'SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0451 ***********************************************************************
 MC0451  DESIGNATION -  HIGH WATER
 MC0451  PID         -  MC0451
 MC0451  STATE/COUNTY-  OH/SENECA
 MC0451  USGS QUAD   -  TIFFIN SOUTH (1977)
 MC0451
 MC0451                         *CURRENT SURVEY CONTROL
 MC0451  ___________________________________________________________________
 MC0451* NAD 83(1986)-  41 06 52.     (N)    083 10 42.     (W)     SCALED    
 MC0451* NAVD 88     -       228.007  (meters)     748.05   (feet)  ADJUSTED  
 MC0451  ___________________________________________________________________
 MC0451  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 MC0451  DYNAMIC HT  -         227.907 (meters)     747.72  (feet)  COMP
 MC0451  MODELED GRAV-     980,181.0   (mgal)                       NAVD 88
 MC0451
 MC0451  VERT ORDER  -  FIRST     CLASS II
 MC0451
 MC0451.The horizontal coordinates were scaled from a topographic map and have
 MC0451.an estimated accuracy of +/- 6 seconds.
 MC0451
 MC0451.The orthometric height was determined by differential leveling
 MC0451.and adjusted by the National Geodetic Survey in June 1991..
 MC0451
 MC0451.The geoid height was determined by GEOID03.
 MC0451
 MC0451.The dynamic height is computed by dividing the NAVD 88
 MC0451.geopotential number by the normal gravity value computed on the
 MC0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0451.degrees latitude (g = 980.6199 gals.).
 MC0451
 MC0451.The modeled gravity was interpolated from observed gravity values.
 MC0451
 MC0451;                    North         East    Units  Estimated Accuracy
 MC0451;SPC OH N     -   160,990.      543,030.      MT  (+/- 180 meters Scaled)
 MC0451
 MC0451                          SUPERSEDED SURVEY CONTROL
 MC0451
 MC0451  NGVD 29 (??/??/92)  228.18   (m)          748.6    (f) COMPUTED    1 2
 MC0451
 MC0451.Superseded values are not recommended for survey control.
 MC0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0451.See file dsdata.txt to determine how the superseded data were derived.
 MC0451
 MC0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF171537(NAD 83)
 MC0451_MARKER: DD = SURVEY DISK
 MC0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0451_SP_SET: BUILDING
 MC0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0451
 MC0451  HISTORY     - Date     Condition        Report By
 MC0451  HISTORY     - UNK      MONUMENTED       OH8070
 MC0451  HISTORY     - 1954     GOOD             NGS
 MC0451  HISTORY     - 1968     POOR             NGS
 MC0451  HISTORY     - 19921022 MARK NOT FOUND   NGS
 MC0451
 MC0451                          STATION DESCRIPTION
 MC0451
 MC0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MC0451'AT TIFFIN.
 MC0451'AT TIFFIN, IN THE SOUTHEAST QUARTER OF THE INTERSECTION OF EAST
 MC0451'MARKET AND SOUTH MONROE STREETS, SET VERTICALLY IN THE SOUTH
 MC0451'FACE OF THE CITY MUNICIPAL BUILDING, 3 1/2 FEET EAST OF SOUTHWEST
 MC0451'CORNER OF BUILDING AND 4.8 FEET ABOVE LEVEL OF SIDE WALK.
 MC0451'NOTE-- THE DISK IS A 4-INCH DISK WITH A HORIZONTAL LINE BISECTING
 MC0451'DISK.  THE FOLLOWING RAISED LETTERS AND FIGURES ARE INSCRIBED ON
 MC0451'DISK CITY OF TIFFIN, O. B.M. ELEV. 749.176 HIGH WATER MARK
 MC0451'MARCH 1913 FLOOD.  THE DISK IS ATTACHED TO VERTICAL FACE OF
 MC0451'BUILDING BY TWO SCREWS AND PROTRUDES ABOUT 3/4 INCH FROM FACE
 MC0451'OF WALL.
 MC0451
 MC0451                          STATION RECOVERY (1968)
 MC0451
 MC0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MC0451'MARK RECOVERED IN POOR CONDITION.
 MC0451
 MC0451                          STATION RECOVERY (1992)
 MC0451
 MC0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0451'THE DISK HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0138 ***********************************************************************
 HY0138  DESIGNATION -  HIGH WATER MARK
 HY0138  PID         -  HY0138
 HY0138  STATE/COUNTY-  OH/GALLIA
 HY0138  USGS QUAD   -  GALLIPOLIS (1983)
 HY0138
 HY0138                         *CURRENT SURVEY CONTROL
 HY0138  ___________________________________________________________________
 HY0138* NAD 83(1986)-  38 48 25.     (N)    082 12 18.     (W)     SCALED    
 HY0138* NAVD 88     -       174.247  (meters)     571.68   (feet)  ADJUSTED  
 HY0138  ___________________________________________________________________
 HY0138  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 HY0138  DYNAMIC HT  -         174.136 (meters)     571.31  (feet)  COMP
 HY0138  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 HY0138
 HY0138  VERT ORDER  -  SECOND    CLASS 0
 HY0138
 HY0138.The horizontal coordinates were scaled from a topographic map and have
 HY0138.an estimated accuracy of +/- 6 seconds.
 HY0138
 HY0138.The orthometric height was determined by differential leveling
 HY0138.and adjusted by the National Geodetic Survey in June 1991..
 HY0138
 HY0138.The geoid height was determined by GEOID03.
 HY0138
 HY0138.The dynamic height is computed by dividing the NAVD 88
 HY0138.geopotential number by the normal gravity value computed on the
 HY0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0138.degrees latitude (g = 980.6199 gals.).
 HY0138
 HY0138.The modeled gravity was interpolated from observed gravity values.
 HY0138
 HY0138;                    North         East    Units  Estimated Accuracy
 HY0138;SPC OH S     -    89,620.      625,620.      MT  (+/- 180 meters Scaled)
 HY0138
 HY0138                          SUPERSEDED SURVEY CONTROL
 HY0138
 HY0138  NGVD 29 (??/??/92)  174.436  (m)          572.30   (f) ADJ UNCH    2 0
 HY0138
 HY0138.Superseded values are not recommended for survey control.
 HY0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0138.See file dsdata.txt to determine how the superseded data were derived.
 HY0138
 HY0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC953960(NAD 83)
 HY0138_MARKER: DB = BENCH MARK DISK
 HY0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0138_SP_SET: STONE MONUMENT
 HY0138_STAMPING: 572.69
 HY0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0138
 HY0138  HISTORY     - Date     Condition        Report By
 HY0138  HISTORY     - UNK      MONUMENTED       CGS
 HY0138  HISTORY     - 1958     GOOD             NGS
 HY0138  HISTORY     - 1976     GOOD             NGS
 HY0138
 HY0138                          STATION DESCRIPTION
 HY0138
 HY0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HY0138'AT GALLIPOLIS.
 HY0138'AT GALLIPOLIS, ALONG FIRST AVENUE AND BETWEEN STATE STREET
 HY0138'AND COURT STREET, NEAR THE CENTER OF THE SOUTHEAST SIDE OF THE
 HY0138'CITY PARK, THE POINT OF AN ARROW STAMPED 572.79 ON A TABLET
 HY0138'NOTING THE HIGH WATER MARK ON FEBRUARY 11, 1884, THE TABLET IS
 HY0138'FASTENED ON THE NORTHEAST FACE OF A 15-FOOT HIGH AND 1 1/2 FEET
 HY0138'BY 1 1/2 FEET STONE MONUMENT, 9 FEET NORTHWEST OF THE
 HY0138'NORTHWEST CURB OF FIRST AVENUE, 8 FEET SOUTHWEST OF THE CENTER
 HY0138'LINE OF THE SIDEWALK THAT CROSSES THE PARK, ABOUT 5 FEET ABOVE
 HY0138'THE LEVEL OF THE SIDEWALK.
 HY0138
 HY0138                          STATION RECOVERY (1976)
 HY0138
 HY0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0138'THE MARK IS THE POINT OF AN ARROW STAMPED 572.69 ON THE TABLET NOTING
 HY0138'THE HIGH WATER MARK ON FEBRUARY 11 1884 THE TABLET IS FASTENED ON THE
 HY0138'NORTHEAST FACE OF A 15 FEET HIGH BY 1 1/2 1 1/2 STONE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2903 ***********************************************************************
 MB2903  DESIGNATION -  HIGHLAND
 MB2903  PID         -  MB2903
 MB2903  STATE/COUNTY-  OH/SUMMIT
 MB2903  USGS QUAD   -  AKRON WEST (1994)
 MB2903
 MB2903                         *CURRENT SURVEY CONTROL
 MB2903  ___________________________________________________________________
 MB2903* NAD 83(1995)-  41 05 49.96348(N)    081 32 44.95815(W)     ADJUSTED  
 MB2903* NAVD 88     -       365.9    (meters)    1200.     (feet)  VERTCON   
 MB2903  ___________________________________________________________________
 MB2903  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 MB2903  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB2903
 MB2903  HORZ ORDER  -  FIRST
 MB2903
 MB2903.The horizontal coordinates were established by classical geodetic methods
 MB2903.and adjusted by the National Geodetic Survey in April 1998..
 MB2903
 MB2903.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2903
 MB2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2903
 MB2903.The geoid height was determined by GEOID03.
 MB2903
 MB2903;                    North         East     Units Scale Factor Converg.
 MB2903;SPC OH N     -   159,294.783   680,155.432   MT  0.99993927   +0 37 36.7
 MB2903;UTM  17      - 4,549,692.135   454,162.975   MT  0.99962586   -0 21 31.7
 MB2903
 MB2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2903!SPC OH N     -   0.99994785  x   0.99993927  =   0.99988712
 MB2903!UTM  17      -   0.99994785  x   0.99962586  =   0.99957373
 MB2903
 MB2903|---------------------------------------------------------------------|
 MB2903| PID    Reference Object                     Distance      Geod. Az  |
 MB2903|                                                           dddmmss.s |
 MB2903| MB1372 HIGHLAND A                          161.742 METERS 11006     |
 MB2903| MB1371 HIGHLAND B                           68.323 METERS 33007     |
 MB2903|---------------------------------------------------------------------|
 MB2903
 MB2903                          SUPERSEDED SURVEY CONTROL
 MB2903
 MB2903  NAD 83(1986)-  41 05 49.97048(N)    081 32 44.96158(W) AD(       ) 1
 MB2903  NAD 27      -  41 05 49.77392(N)    081 32 45.52740(W) AD(       ) 1
 MB2903  NGVD 29 (07/19/86)  366.1    (m)         1201.     (f) VERT ANG       
 MB2903
 MB2903.Superseded values are not recommended for survey control.
 MB2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2903.See file dsdata.txt to determine how the superseded data were derived.
 MB2903
 MB2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5416349692(NAD 83)
 MB2903_STAMPING: HIGHLAND
 MB2903_MARK LOGO: OH0070
 MB2903
 MB2903  HISTORY     - Date     Condition        Report By
 MB2903  HISTORY     - 1963     MONUMENTED       OH0070
 MB2903
 MB2903                          STATION DESCRIPTION
 MB2903
 MB2903'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB2903'THE STATION IS ABOUT 1-3/4 MILES NORTHWEST OF DOWNTOWN AKRON, IN THE
 MB2903'SOUTHWEST ANGLE OF THE
 MB2903'INTERSECTION OF NORTH PORTAGE PATH AND WEST MARKET STREET, NEAR THE
 MB2903'NORTHEAST CORNER OF THE ROOF OF THE
 MB2903'HIGHLAND TOWERS APARTMENT BUILDING AT 900 WEST MARKET
 MB2903'STREET.  IT IS 7.8 FEET SOUTH OF THE NORTH
 MB2903'EDGE OF THE ROOF AND 13.6 FEET WEST OF THE
 MB2903'EAST EDGE OF THE ROOF.  THE MARK IS A CITY OF AKRON DISK SET
 MB2903'IN THE TOP OF A 6 INCH CONCRETE
 MB2903'MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF AND IS STAMPED HIGHLAND.
 MB2903'
 MB2903'HIGHLAND B IS ABOUT 250 FEET WEST OF THE INTERSECTION OF NORTH
 MB2903'PORTAGE PATH AND WEST MARKET
 MB2903'STREET NEAR THE SOUTH EDGE OF THE EAST BOUND LANE OF WEST MARKET
 MB2903'STREET.  IT IS 4.6 FEET NORTH OF THE
 MB2903'SOUTH CURB OF WEST MARKET STREET, 13.4 FEET SOUTH OF THE
 MB2903'CENTERLINE OF WEST MARKET STREET, 13.2 FEET
 MB2903'NORTHEAST OF POWER POLE NUMBER 50847 AND
 MB2903'149 FEET EAST OF THE INTERSECTION OF WEST MARKET AND MARVIN
 MB2903'AVENUE.  THE MARK IS A CITY OF AKRON
 MB2903'DISK STAMPED HIGHLAND B SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 MB2903'MONUMENT 4 INCHES BELOW THE
 MB2903'SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH
 MB2903'IRON COVER.
 MB2903'
 MB2903'HIGHLAND A IS NEAR THE SOUTH EDGE OF WEST MARKET STREET, IN FRONT OF
 MB2903'THE HIGHLAND THEATER, ABOUT
 MB2903'300 FEET EAST OF THE INTERSECTION OF NORTH PORTAGE PATH AND WEST
 MB2903'MARKET STREET.  IT IS 11.6 FEET
 MB2903'NORTH OF THE SOUTH CURB OF WEST MARKET STREET, 21 FEET SOUTH OF
 MB2903'THE CENTERLINE OF WEST MARKET STREET AND
 MB2903'25.8 NORTH OF THE NORTHWEST CORNER OF THE
 MB2903'HIGHLAND THEATER TICKET BOOTH.  THE MARK IS A CITY OF AKRON
 MB2903'DISK STAMPED HIGHLAND A SET IN
 MB2903'THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 MB2903'SURFACE OF A 3 FOOT SQUARE OF
 MB2903'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1372 ***********************************************************************
 MB1372  DESIGNATION -  HIGHLAND A
 MB1372  PID         -  MB1372
 MB1372  STATE/COUNTY-  OH/SUMMIT
 MB1372  USGS QUAD   -  AKRON WEST (1994)
 MB1372
 MB1372                         *CURRENT SURVEY CONTROL
 MB1372  ___________________________________________________________________
 MB1372* NAD 83(1995)-  41 05 48.16104(N)    081 32 38.44973(W)     ADJUSTED  
 MB1372* NAVD 88     -       332.900  (meters)    1092.19   (feet)  ADJUSTED  
 MB1372  ___________________________________________________________________
 MB1372  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 MB1372  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB1372  DYNAMIC HT  -         332.755 (meters)    1091.71  (feet)  COMP
 MB1372  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 MB1372
 MB1372  HORZ ORDER  -  SECOND
 MB1372  VERT ORDER  -  FIRST     CLASS II
 MB1372
 MB1372.The horizontal coordinates were established by classical geodetic methods
 MB1372.and adjusted by the National Geodetic Survey in April 1998..
 MB1372
 MB1372.The orthometric height was determined by differential leveling
 MB1372.and adjusted by the National Geodetic Survey in June 1991..
 MB1372
 MB1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1372
 MB1372.The geoid height was determined by GEOID03.
 MB1372
 MB1372.The dynamic height is computed by dividing the NAVD 88
 MB1372.geopotential number by the normal gravity value computed on the
 MB1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1372.degrees latitude (g = 980.6199 gals.).
 MB1372
 MB1372.The modeled gravity was interpolated from observed gravity values.
 MB1372
 MB1372;                    North         East     Units Scale Factor Converg.
 MB1372;SPC OH N     -   159,240.849   680,307.907   MT  0.99993927   +0 37 40.9
 MB1372;UTM  17      - 4,549,635.605   454,314.452   MT  0.99962569   -0 21 27.4
 MB1372
 MB1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1372!SPC OH N     -   0.99995303  x   0.99993927  =   0.99989230
 MB1372!UTM  17      -   0.99995303  x   0.99962569  =   0.99957874
 MB1372
 MB1372                          SUPERSEDED SURVEY CONTROL
 MB1372
 MB1372  NAD 83(1986)-  41 05 48.16805(N)    081 32 38.45316(W) AD(       ) 2
 MB1372  NAD 27      -  41 05 47.97134(N)    081 32 39.01925(W) AD(       ) 2
 MB1372  NGVD 29 (??/??/92)  333.098  (m)         1092.84   (f) ADJ UNCH    1 2
 MB1372
 MB1372.Superseded values are not recommended for survey control.
 MB1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1372.See file dsdata.txt to determine how the superseded data were derived.
 MB1372
 MB1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5431449636(NAD 83)
 MB1372_MARKER: DD = SURVEY DISK
 MB1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1372_STAMPING: HIGHLAND A
 MB1372_MARK LOGO: OH0070
 MB1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1372+STABILITY: SURFACE MOTION
 MB1372
 MB1372  HISTORY     - Date     Condition        Report By
 MB1372  HISTORY     - 1963     MONUMENTED       OH0070
 MB1372  HISTORY     - 1963     GOOD             CGS
 MB1372
 MB1372                          STATION DESCRIPTION
 MB1372
 MB1372'DESCRIBED BY CITY OF AKRON OHIO 1963
 MB1372'HIGHLAND A IS NEAR THE SOUTH EDGE OF WEST MARKET STREET, IN FRONT OF
 MB1372'THE HIGHLAND THEATER, ABOUT
 MB1372'300 FEET EAST OF THE INTERSECTION OF NORTH PORTAGE PATH AND WEST
 MB1372'MARKET STREET.  IT IS 11.6 FEET
 MB1372'NORTH OF THE SOUTH CURB OF WEST MARKET STREET, 21 FEET SOUTH OF
 MB1372'THE CENTERLINE OF WEST MARKET STREET AND
 MB1372'25.8 NORTH OF THE NORTHWEST CORNER OF THE
 MB1372'HIGHLAND THEATER TICKET BOOTH.  THE MARK IS A CITY OF AKRON
 MB1372'DISK STAMPED HIGHLAND A SET IN
 MB1372'THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 MB1372'SURFACE OF A 3 FOOT SQUARE OF
 MB1372'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
 MB1372
 MB1372                          STATION RECOVERY (1963)
 MB1372
 MB1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MB1372'AT AKRON.
 MB1372'AT AKRON, ALONG WEST MARKET STREET, IN THE NORTHWEST PART
 MB1372'OF THE CITY, NEAR THE INTERSECTION OF WEST MARKET STREET AND
 MB1372'NORTH PORTAGE PATH, ABOUT 300 FEET EAST OF THE ABOVE DESCRIBED
 MB1372'INTERSECTION, 11.6 FEET NORTH OF THE SOUTH CURB OF WEST MARKET
 MB1372'STREET, 21 FEET SOUTH OF THE CENTER LINE OF WEST MARKET STREET,
 MB1372'25.8 FEET NORTH OF THE NORTHWEST CORNER OF THE HIGHLAND THEATER
 MB1372'TICKET BOOTH, SET IN THE TOP OF A CONCRETE POST 6 INCHES UNDER
 MB1372'WEST MARKET STREET AND PROTECTED BY A 9 INCH IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1371 ***********************************************************************
 MB1371  DESIGNATION -  HIGHLAND B
 MB1371  PID         -  MB1371
 MB1371  STATE/COUNTY-  OH/SUMMIT
 MB1371  USGS QUAD   -  AKRON WEST (1994)
 MB1371
 MB1371                         *CURRENT SURVEY CONTROL
 MB1371  ___________________________________________________________________
 MB1371* NAD 83(1995)-  41 05 51.88375(N)    081 32 46.41695(W)     ADJUSTED  
 MB1371* NAVD 88     -       337.622  (meters)    1107.68   (feet)  ADJUSTED  
 MB1371  ___________________________________________________________________
 MB1371  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 MB1371  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB1371  DYNAMIC HT  -         337.475 (meters)    1107.20  (feet)  COMP
 MB1371  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 MB1371
 MB1371  HORZ ORDER  -  SECOND
 MB1371  VERT ORDER  -  FIRST     CLASS II
 MB1371
 MB1371.The horizontal coordinates were established by classical geodetic methods
 MB1371.and adjusted by the National Geodetic Survey in April 1998..
 MB1371
 MB1371.The orthometric height was determined by differential leveling
 MB1371.and adjusted by the National Geodetic Survey in June 1991..
 MB1371
 MB1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1371
 MB1371.The geoid height was determined by GEOID03.
 MB1371
 MB1371.The dynamic height is computed by dividing the NAVD 88
 MB1371.geopotential number by the normal gravity value computed on the
 MB1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1371.degrees latitude (g = 980.6199 gals.).
 MB1371
 MB1371.The modeled gravity was interpolated from observed gravity values.
 MB1371
 MB1371;                    North         East     Units Scale Factor Converg.
 MB1371;SPC OH N     -   159,353.641   680,120.745   MT  0.99993928   +0 37 35.7
 MB1371;UTM  17      - 4,549,751.563   454,129.316   MT  0.99962590   -0 21 32.6
 MB1371
 MB1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1371!SPC OH N     -   0.99995229  x   0.99993928  =   0.99989157
 MB1371!UTM  17      -   0.99995229  x   0.99962590  =   0.99957820
 MB1371
 MB1371                          SUPERSEDED SURVEY CONTROL
 MB1371
 MB1371  NAD 83(1986)-  41 05 51.89075(N)    081 32 46.42038(W) AD(       ) 2
 MB1371  NAD 27      -  41 05 51.69427(N)    081 32 46.98608(W) AD(       ) 2
 MB1371  NGVD 29 (??/??/92)  337.820  (m)         1108.33   (f) ADJ UNCH    1 2
 MB1371
 MB1371.Superseded values are not recommended for survey control.
 MB1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1371.See file dsdata.txt to determine how the superseded data were derived.
 MB1371
 MB1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5412949752(NAD 83)
 MB1371_MARKER: DD = SURVEY DISK
 MB1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1371_STAMPING: HIGHLAND B
 MB1371_MARK LOGO: OH0070
 MB1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1371+STABILITY: SURFACE MOTION
 MB1371
 MB1371  HISTORY     - Date     Condition        Report By
 MB1371  HISTORY     - 1963     MONUMENTED       OH0070
 MB1371  HISTORY     - 1963     GOOD             CGS
 MB1371
 MB1371                          STATION DESCRIPTION
 MB1371
 MB1371'DESCRIBED BY CITY OF AKRON OHIO 1963
 MB1371'HIGHLAND B IS ABOUT 250 FEET WEST OF THE INTERSECTION OF NORTH
 MB1371'PORTAGE PATH AND WEST MARKET
 MB1371'STREET NEAR THE SOUTH EDGE OF THE EAST BOUND LANE OF WEST MARKET
 MB1371'STREET.  IT IS 4.6 FEET NORTH OF THE
 MB1371'SOUTH CURB OF WEST MARKET STREET, 13.4 FEET SOUTH OF THE
 MB1371'CENTERLINE OF WEST MARKET STREET, 13.2 FEET
 MB1371'NORTHEAST OF POWER POLE NUMBER 50847 AND
 MB1371'149 FEET EAST OF THE INTERSECTION OF WEST MARKET AND MARVIN
 MB1371'AVENUE.  THE MARK IS A CITY OF AKRON
 MB1371'DISK STAMPED HIGHLAND B SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 MB1371'MONUMENT 4 INCHES BELOW THE
 MB1371'SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH
 MB1371'IRON COVER.
 MB1371
 MB1371                          STATION RECOVERY (1963)
 MB1371
 MB1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MB1371'AT AKRON.
 MB1371'AT AKRON, ALONG WEST MARKET STREET, IN THE NORTHWEST PART
 MB1371'OF THE CITY, ABOUT 250 FEET WEST OF THE INTERSECTION OF WEST
 MB1371'MARKET STREET AND NORTH PORTAGE PATH, 149 FEET EAST OF THE
 MB1371'INTERSECTION OF WEST MARKET STREET AND MARVIN AVENUE, 4.6
 MB1371'FEET NORTH OF THE SOUTH CURB OF WEST MARKET STREET, 13.4 FEET
 MB1371'SOUTH OF THE CENTER LINE OF WEST MARKET STREET, 13 1/2 FEET
 MB1371'NORTHEAST OF POWER LINE POLE 50847, SET IN THE TOP OF A CONCRETE
 MB1371'POST 4 INCHES BELOW THE LEVEL OF WEST MARKET STREET AND UNDER
 MB1371'A 9 INCH IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1854 ***********************************************************************
 DI1854  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1854  DESIGNATION -  HIGHLAND COUNTY CORS ARP
 DI1854  CORS_ID     -  OHHI
 DI1854  PID         -  DI1854
 DI1854  STATE/COUNTY-  OH/HIGHLAND
 DI1854  USGS QUAD   -  HILLSBORO (1986)
 DI1854
 DI1854                         *CURRENT SURVEY CONTROL
 DI1854  ___________________________________________________________________
 DI1854* NAD 83(CORS)-  39 12 00.73792(N)    083 35 50.49468(W)     ADJUSTED  
 DI1854* NAVD 88     -                                                        
 DI1854  ___________________________________________________________________
 DI1854  EPOCH DATE  -        2002.00
 DI1854  X           -     551,947.704 (meters)                     COMP
 DI1854  Y           -  -4,918,678.418 (meters)                     COMP
 DI1854  Z           -   4,009,761.382 (meters)                     COMP
 DI1854  ELLIP HEIGHT-         309.80  (meters)          (10/??/06) GPS OBS
 DI1854  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DI1854
 DI1854  HORZ ORDER  -  SPECIAL (CORS)
 DI1854  ELLP ORDER  -  SPECIAL (CORS)
 DI1854
 DI1854.ITRF positions are available for this station.
 DI1854.The coordinates were established by GPS observations
 DI1854.and adjusted by the National Geodetic Survey in October 2006..
 DI1854.The coordinates are valid at the epoch date displayed above.
 DI1854.The epoch date for horizontal control is a decimal equivalence
 DI1854.of Year/Month/Day.
 DI1854
 DI1854
 DI1854.The PID for the CORS L1 Phase Center is DI1855.
 DI1854
 DI1854.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1854
 DI1854.The ellipsoidal height was determined by GPS observations
 DI1854.and is referenced to NAD 83.
 DI1854
 DI1854.The geoid height was determined by GEOID03.
 DI1854
 DI1854;                    North         East     Units Scale Factor Converg.
 DI1854;SPC OH S     -   133,814.390   505,216.075   MT  0.99994105   -0 41 46.7
 DI1854
 DI1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1854!SPC OH S     -   0.99995140  x   0.99994105  =   0.99989245
 DI1854
 DI1854                          SUPERSEDED SURVEY CONTROL
 DI1854
 DI1854.No superseded survey control is available for this station.
 DI1854
 DI1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7571042208(NAD 83)
 DI1854_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1854
 DI1854                          STATION DESCRIPTION
 DI1854
 DI1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1854'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1854'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1854'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1854'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1854'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1855 ***********************************************************************
 DI1855  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1855  DESIGNATION -  HIGHLAND COUNTY CORS L1 PHASE CENTER
 DI1855  CORS_ID     -  OHHI
 DI1855  PID         -  DI1855
 DI1855  STATE/COUNTY-  OH/HIGHLAND
 DI1855  USGS QUAD   -  HILLSBORO (1986)
 DI1855
 DI1855                         *CURRENT SURVEY CONTROL
 DI1855  ___________________________________________________________________
 DI1855* NAD 83(CORS)-  39 12 00.73793(N)    083 35 50.49466(W)     ADJUSTED  
 DI1855* NAVD 88     -                                                        
 DI1855  ___________________________________________________________________
 DI1855  EPOCH DATE  -        2002.00
 DI1855  X           -     551,947.711 (meters)                     COMP
 DI1855  Y           -  -4,918,678.472 (meters)                     COMP
 DI1855  Z           -   4,009,761.426 (meters)                     COMP
 DI1855  ELLIP HEIGHT-         309.87  (meters)          (10/??/06) GPS OBS
 DI1855  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DI1855
 DI1855  HORZ ORDER  -  SPECIAL (CORS)
 DI1855  ELLP ORDER  -  SPECIAL (CORS)
 DI1855
 DI1855.ITRF positions are available for this station.
 DI1855.The coordinates were established by GPS observations
 DI1855.and adjusted by the National Geodetic Survey in October 2006..
 DI1855.The coordinates are valid at the epoch date displayed above.
 DI1855.The epoch date for horizontal control is a decimal equivalence
 DI1855.of Year/Month/Day.
 DI1855
 DI1855
 DI1855.The PID for the CORS ARP is DI1854.
 DI1855
 DI1855.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1855
 DI1855.The ellipsoidal height was determined by GPS observations
 DI1855.and is referenced to NAD 83.
 DI1855
 DI1855.The geoid height was determined by GEOID03.
 DI1855
 DI1855;                    North         East     Units Scale Factor Converg.
 DI1855;SPC OH S     -   133,814.390   505,216.075   MT  0.99994105   -0 41 46.7
 DI1855
 DI1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1855!SPC OH S     -   0.99995139  x   0.99994105  =   0.99989244
 DI1855
 DI1855                          SUPERSEDED SURVEY CONTROL
 DI1855
 DI1855.No superseded survey control is available for this station.
 DI1855
 DI1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD7571042208(NAD 83)
 DI1855_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1855
 DI1855                          STATION DESCRIPTION
 DI1855
 DI1855'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1855'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1855'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1855'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1855'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1855'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1205 ***********************************************************************
 MC1205  DESIGNATION -  HIGHWAY 224 ROW MARK
 MC1205  PID         -  MC1205
 MC1205  STATE/COUNTY-  OH/SENECA
 MC1205  USGS QUAD   -  ATTICA (1972)
 MC1205
 MC1205                         *CURRENT SURVEY CONTROL
 MC1205  ___________________________________________________________________
 MC1205* NAD 83(1995)-  41 04 51.86589(N)    082 56 34.47651(W)     ADJUSTED  
 MC1205* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 MC1205  ___________________________________________________________________
 MC1205  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 MC1205  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 MC1205
 MC1205  HORZ ORDER  -  SECOND
 MC1205
 MC1205.The horizontal coordinates were established by classical geodetic methods
 MC1205.and adjusted by the National Geodetic Survey in April 1998..
 MC1205
 MC1205.The orthometric height was scaled from a topographic map.
 MC1205
 MC1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1205
 MC1205.The geoid height was determined by GEOID03.
 MC1205
 MC1205;                    North         East     Units Scale Factor Converg.
 MC1205;SPC OH N     -   157,158.674   562,783.796   MT  0.99993917   -0 17 27.5
 MC1205;UTM  17      - 4,549,575.846   336,794.341   MT  0.99992783   -1 16 37.3
 MC1205
 MC1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1205!SPC OH N     -   0.99996018  x   0.99993917  =   0.99989935
 MC1205!UTM  17      -   0.99996018  x   0.99992783  =   0.99988801
 MC1205
 MC1205                          SUPERSEDED SURVEY CONTROL
 MC1205
 MC1205  NAD 83(1986)-  41 04 51.87180(N)    082 56 34.49036(W) AD(       ) 2
 MC1205  NAD 27      -  41 04 51.66568(N)    082 56 34.80711(W) AD(       ) 2
 MC1205
 MC1205.Superseded values are not recommended for survey control.
 MC1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1205.See file dsdata.txt to determine how the superseded data were derived.
 MC1205
 MC1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF3679449576(NAD 83)
 MC1205
 MC1205  HISTORY     - Date     Condition        Report By
 MC1205  HISTORY     - 1959     MONUMENTED       CGS
 MC1205
 MC1205                          STATION DESCRIPTION
 MC1205
 MC1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MC1205'SEE STATION SCIPIO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1787 ***********************************************************************
 JY1787  DESIGNATION -  HIGHWAY 68
 JY1787  PID         -  JY1787
 JY1787  STATE/COUNTY-  OH/GREENE
 JY1787  USGS QUAD   -  PORT WILLIAM (1981)
 JY1787
 JY1787                         *CURRENT SURVEY CONTROL
 JY1787  ___________________________________________________________________
 JY1787* NAD 83(1995)-  39 33 40.93429(N)    083 50 52.91353(W)     ADJUSTED  
 JY1787* NAVD 88     -       307.7    (meters)    1010.     (feet)  GPS OBS   
 JY1787  ___________________________________________________________________
 JY1787  X           -     527,693.617 (meters)                     COMP
 JY1787  Y           -  -4,895,723.796 (meters)                     COMP
 JY1787  Z           -   4,040,733.809 (meters)                     COMP
 JY1787  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 JY1787  ELLIP HEIGHT-         274.74  (meters)          (10/07/05) GPS OBS
 JY1787  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JY1787
 JY1787  HORZ ORDER  -  FIRST
 JY1787  ELLP ORDER  -  FOURTH    CLASS I
 JY1787
 JY1787.The horizontal coordinates were established by GPS observations
 JY1787.and adjusted by the National Geodetic Survey in April 1998..
 JY1787
 JY1787.The orthometric height was determined by GPS observations and a
 JY1787.high-resolution geoid model.
 JY1787
 JY1787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1787
 JY1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1787
 JY1787.The ellipsoidal height was determined by GPS observations
 JY1787.and is referenced to NAD 83.
 JY1787
 JY1787.The geoid height was determined by GEOID03.
 JY1787
 JY1787;                    North         East     Units Scale Factor Converg.
 JY1787;SPC OH S     -   174,198.203   484,164.411   MT  0.99994066   -0 51 19.3
 JY1787;UTM  17      - 4,382,950.326   255,325.325   MT  1.00033712   -1 48 53.4
 JY1787
 JY1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1787!SPC OH S     -   0.99995690  x   0.99994066  =   0.99989756
 JY1787!UTM  17      -   0.99995690  x   1.00033712  =   1.00029400
 JY1787
 JY1787                          SUPERSEDED SURVEY CONTROL
 JY1787
 JY1787  ELLIP H (04/01/98)  274.82   (m)                       GP(       ) 4 1
 JY1787  NAD 83(1986)-  39 33 40.94110(N)    083 50 52.92307(W) AD(       ) 1
 JY1787
 JY1787.Superseded values are not recommended for survey control.
 JY1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1787.See file dsdata.txt to determine how the superseded data were derived.
 JY1787
 JY1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5532582950(NAD 83)
 JY1787_MARKER: DU = BOUNDARY MARKER
 JY1787_SETTING: 0 = UNSPECIFIED SETTING
 JY1787_SP_SET: UNSPECIFIED SHALLOW
 JY1787_MARK LOGO: OH-057
 JY1787_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1787+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 JY1787
 JY1787  HISTORY     - Date     Condition        Report By
 JY1787  HISTORY     - 1992     MONUMENTED       GRWAS
 JY1787  HISTORY     - 19920806 GOOD
 JY1787
 JY1787                          STATION DESCRIPTION
 JY1787
 JY1787'DESCRIBED BY GRW AERIAL SURVEY 1992
 JY1787'FROM THE INTERSECTION OF U.S. ROUTE 68 AND LUMBERTON ROAD, PROCEEDE
 JY1787'NORTH ON U.S. ROUTE 68 APPROX. 0.8 MI (1.29 KM) TO THE STATION ON THE
 JY1787'LEFT.
 JY1787'MONUMENT IS 29.5 FT (8.99 M) WEST OF THE ROAD CENTERLINE AND 21.6 FT
 JY1787'(6.58 M) NORTH OF POWER POLE NUMBER 92149.
 JY1787
 JY1787                          STATION RECOVERY (1992)
 JY1787
 JY1787'RECOVERED 1992
 JY1787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1754 ***********************************************************************
 MC1754  DESIGNATION -  HILL
 MC1754  PID         -  MC1754
 MC1754  STATE/COUNTY-  OH/LUCAS
 MC1754  USGS QUAD   -  SYLVANIA (1980)
 MC1754
 MC1754                         *CURRENT SURVEY CONTROL
 MC1754  ___________________________________________________________________
 MC1754* NAD 83(1995)-  41 38 20.85286(N)    083 44 32.19524(W)     ADJUSTED  
 MC1754* NAVD 88     -       201.4    (meters)     661.     (feet)  GPS OBS   
 MC1754  ___________________________________________________________________
 MC1754  X           -     520,353.754 (meters)                     COMP
 MC1754  Y           -  -4,745,405.128 (meters)                     COMP
 MC1754  Z           -   4,215,843.054 (meters)                     COMP
 MC1754  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 MC1754  ELLIP HEIGHT-         166.12  (meters)          (10/07/05) GPS OBS
 MC1754  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC1754
 MC1754  HORZ ORDER  -  FIRST
 MC1754  ELLP ORDER  -  FOURTH    CLASS I
 MC1754
 MC1754.The horizontal coordinates were established by GPS observations
 MC1754.and adjusted by the National Geodetic Survey in April 1998..
 MC1754
 MC1754.The orthometric height was determined by GPS observations and a
 MC1754.high-resolution geoid model.
 MC1754
 MC1754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1754
 MC1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1754
 MC1754.The ellipsoidal height was determined by GPS observations
 MC1754.and is referenced to NAD 83.
 MC1754
 MC1754.The geoid height was determined by GEOID03.
 MC1754
 MC1754;                    North         East     Units Scale Factor Converg.
 MC1754;SPC OH N     -   219,776.311   496,501.632   MT  0.99998883   -0 48 58.0
 MC1754;UTM  17      - 4,613,343.169   271,602.171   MT  1.00024199   -1 49 22.3
 MC1754
 MC1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1754!SPC OH N     -   0.99997395  x   0.99998883  =   0.99996278
 MC1754!UTM  17      -   0.99997395  x   1.00024199  =   1.00021593
 MC1754
 MC1754                          SUPERSEDED SURVEY CONTROL
 MC1754
 MC1754  ELLIP H (04/01/98)  166.17   (m)                       GP(       ) 4 1
 MC1754  NAD 83(1995)-  41 38 20.85280(N)    083 44 32.19515(W) AD(       ) 1
 MC1754  NAD 83(1986)-  41 38 20.86363(N)    083 44 32.20918(W) AD(       ) 1
 MC1754
 MC1754.Superseded values are not recommended for survey control.
 MC1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1754.See file dsdata.txt to determine how the superseded data were derived.
 MC1754
 MC1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7160213343(NAD 83)
 MC1754_MARKER: DD = SURVEY DISK
 MC1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1754_SP_SET: CONCRETE POST
 MC1754_STAMPING: HILL 1993
 MC1754_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1754+STABILITY: SURFACE MOTION
 MC1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1754+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 MC1754
 MC1754  HISTORY     - Date     Condition        Report By
 MC1754  HISTORY     - UNK      MONUMENTED
 MC1754  HISTORY     - 19930923 GOOD             OH-095
 MC1754
 MC1754                          STATION DESCRIPTION
 MC1754
 MC1754'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1754'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 2.5 MILES NORTHWEST
 MC1754'OF THE VILLAGE OF HOLLAND.
 MC1754'TO REACH THE STATION FROM THE INTERSECTION OF MCCORD ROAD AND ANGOLA
 MC1754'ROAD PROCEED WEST ALONG ANGOLA ROAD 2.0 MILES TO ITS INTERSECTION
 MC1754'WITH CENTENNIAL ROAD.  TURN RIGHT AND PROCEED NORTH ALONG CENTENNIAL
 MC1754'ROAD 1.0 MILES TO ITS INTERSECTION WITH HILL AVENUE AND THE STATION
 MC1754'IN THE INTERSECTION.
 MC1754'THE STATION IS A 3.25 INCH BRASS DISK SET IN THE TOP OF A 6 INCH
 MC1754'SQUARE CONCRETE MONUMENT 1.7 FEET BELOW THE ROAD SURFACE IN A STEEL
 MC1754'MONUMENT BOX.  THE MONUMENT BOX FLANGE IS STAMPED --HILL 1993--.
 MC1754'THE STATION IS AN EXISTING LUCAS COUNTY MARK, DATE OF INSTALLATION AND
 MC1754'PARTY CHIEF ARE UNKNOWN.
 MC1754'THE STATION IS 71.4 FEET SOUTHEAST FROM A NAIL AND SHINER IN THE EAST
 MC1754'FACE OF A POWER POLE LOCATED NORTHWEST OF THE INTERSECTION, 47.5 FEET
 MC1754'SOUTHWEST FROM A NAIL AND SHINER IN THE SOUTHWEST FACE OF A TELEPHONE
 MC1754'POLE LOCATED NORTHEAST OF THE INTERSECTION, 68.3 FEET NORTHWEST FROM
 MC1754'A NAIL AND SHINER IN THE NORTHWEST FACE OF A TELEPHONE POLE LOCATED
 MC1754'SOUTHEAST OF THE INTERSECTION, AND 62.4 FEET NORTHEAST FROM A NAIL
 MC1754'AND SHINER IN THE NORTHEAST FACE OF A POWER POLE LOCATED SOUTHWEST OF
 MC1754'THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1572 ***********************************************************************
 JY1572  CBN         -  This is a Cooperative Base Network Control Station.
 JY1572  PACS        -  This is a Primary Airport Control Station.
 JY1572  DESIGNATION -  HILLPORT
 JY1572  PID         -  JY1572
 JY1572  STATE/COUNTY-  OH/HIGHLAND
 JY1572  USGS QUAD   -  HILLSBORO (1986)
 JY1572
 JY1572                         *CURRENT SURVEY CONTROL
 JY1572  ___________________________________________________________________
 JY1572* NAD 83(1995)-  39 11 18.01703(N)    083 32 20.63671(W)     ADJUSTED  
 JY1572* NAVD 88     -       289.88   (meters)     951.0    (feet)  GPS OBS   
 JY1572  ___________________________________________________________________
 JY1572  X           -     557,040.875 (meters)                     COMP
 JY1572  Y           -  -4,918,901.052 (meters)                     COMP
 JY1572  Z           -   4,008,707.001 (meters)                     COMP
 JY1572  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 JY1572  ELLIP HEIGHT-         257.11  (meters)          (03/08/05) GPS OBS
 JY1572  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JY1572
 JY1572  HORZ ORDER  -  B
 JY1572  ELLP ORDER  -  FOURTH    CLASS II
 JY1572
 JY1572.This mark is at Highland County Airport (HOC)
 JY1572
 JY1572.The horizontal coordinates were established by GPS observations
 JY1572.and adjusted by the National Geodetic Survey in August 1996..
 JY1572
 JY1572.The orthometric height was determined by GPS observations and a
 JY1572.high-resolution geoid model.
 JY1572
 JY1572.GPS derived orthometric heights for airport stations designated as
 JY1572.PACS or SACS are published to 2 decimal places.  This maintains
 JY1572.centimeter relative accuracy between the PACS and SACS.  It does
 JY1572.not indicate centimeter accuracy relative to other marks which are
 JY1572.part of the NAVD 88 network.
 JY1572
 JY1572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1572
 JY1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1572
 JY1572.The ellipsoidal height was determined by GPS observations
 JY1572.and is referenced to NAD 83.
 JY1572
 JY1572.The geoid height was determined by GEOID03.
 JY1572
 JY1572;                    North         East     Units Scale Factor Converg.
 JY1572;SPC OH S     -   132,437.535   510,235.794   MT  0.99994173   -0 39 33.5
 JY1572;UTM  17      - 4,340,748.368   280,707.287   MT  1.00019216   -1 36 18.0
 JY1572
 JY1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1572!SPC OH S     -   0.99995966  x   0.99994173  =   0.99990140
 JY1572!UTM  17      -   0.99995966  x   1.00019216  =   1.00015182
 JY1572
 JY1572:                Primary Azimuth Mark                     Grid Az
 JY1572:SPC OH S     -  HILLPORT AZ MK                           049 25 40.6
 JY1572:UTM  17      -  HILLPORT AZ MK                           050 22 25.1
 JY1572
 JY1572|---------------------------------------------------------------------|
 JY1572| PID    Reference Object                     Distance      Geod. Az  |
 JY1572|                                                           dddmmss.s |
 JY1572| JY1575 HILLPORT AZ MK                      APPROX. 0.6 KM 0484607.1 |
 JY1572| AD9327 HOC A                               492.445 METERS 2192247.0 |
 JY1572|---------------------------------------------------------------------|
 JY1572
 JY1572                          SUPERSEDED SURVEY CONTROL
 JY1572
 JY1572  NAD 83(1995)-  39 11 18.02399(N)    083 32 20.64359(W) AD(       ) 3
 JY1572  NAD 83(1986)-  39 11 18.02527(N)    083 32 20.64327(W) AD(       ) 3
 JY1572  NAD 27      -  39 11 17.79825(N)    083 32 20.96032(W) AD(       ) 3
 JY1572  NGVD 29 (02/23/89)  290.2    (m)          952.     (f) GPS OBS        
 JY1572
 JY1572.Superseded values are not recommended for survey control.
 JY1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1572.See file dsdata.txt to determine how the superseded data were derived.
 JY1572
 JY1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8070740748(NAD 83)
 JY1572_MARKER: DH = HORIZONTAL CONTROL DISK
 JY1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1572_SP_SET: CONCRETE POST
 JY1572_STAMPING: HILLPORT 1986
 JY1572_MARK LOGO: NGS   
 JY1572_PROJECTION: FLUSH
 JY1572_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1572+STABILITY: SURFACE MOTION
 JY1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1572+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2001
 JY1572
 JY1572  HISTORY     - Date     Condition        Report By
 JY1572  HISTORY     - 1986     MONUMENTED       NGS
 JY1572  HISTORY     - 19870731 GOOD
 JY1572  HISTORY     - 19950928 GOOD             NGS
 JY1572  HISTORY     - 20010701 GOOD             WOOLPT
 JY1572
 JY1572                          STATION DESCRIPTION
 JY1572
 JY1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JY1572'THE STATION IS LOCATED 3.5 MILES EAST-SOUTHEAST OF HILLSBORO ON THE
 JY1572'HILLSBORO / HIGHLAND COUNTY AIRPORT ABOUT 0.5. MILES WEST OF THE
 JY1572'OFFICE BUILDING AND HANGER.  THE AZIMUTH MARK IS 0.4 MILES NORTHEAST
 JY1572'OF THE STATION AT THE NORTHEAST END OF THE RUNWAY AND APPROXIMATELY
 JY1572'ON LINE WITH THE ROW OF LIGHT AT THE SOUTHEAST EDGE OF THE RUNWAY
 JY1572'AIRPORT MANAGER ANN NYE PHONE 513 - 393 - 3865.
 JY1572'TO REACH FROM THE COURTHOUSE IN HILLSBORO GO 0.4 MILE EAST ON STATE
 JY1572'ROUTE 124 TO A FORK, BEAR RIGHT AND CONTINUE EAST ON ROUTE 124 FOR 3.7
 JY1572'MILES, HERE TURN LEFT (NORTHEAST) ON NORTH SHORE DRIVE AND GO 0.7
 JY1572'MILE TO THE AIRPORT ENTRANCE DRIVE AND OFFICE BUILDING ON THE LEFT
 JY1572'AND THE STATION AS DESCRIBED.
 JY1572'THE STATION MARKS ARE STANDARD DISKS STAMPED --HILLPORT 1986--.  THE
 JY1572'SURFACE MARK IS SET IN A 30 CM (12 INCH) DIAMETER CONCRETE MONUMENT
 JY1572'FLUSH WITH THE GROUND.  IT IS 77.3 METERS (253.5 FEET) WEST-NORTHWEST
 JY1572'OF THE WEST CORNER OF THE OFFICE, 50.7 METERS (166.5 FEET) WEST OF
 JY1572'THE FUEL PUMPS, 12.2 METERS (40.0 FEET) SOUTHWEST OF THE TAXIWAY AND
 JY1572'8.8 METERS (29 FEET) SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY.
 JY1572'THE UNDERGROUND MARK IS RECESS 107 CM (42 INCHES).
 JY1572'TYPED BY JAMES MALONEY 9/06/87.
 JY1572
 JY1572                          STATION RECOVERY (1987)
 JY1572
 JY1572'RECOVERED 1987
 JY1572'RECOVERED IN GOOD CONDITION.
 JY1572
 JY1572                          STATION RECOVERY (1995)
 JY1572
 JY1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JY1572'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST-SOUTHEAST OF
 JY1572'HILLSBORO, AT THE HIGHLAND COUNTY AIRPORT.  IN THE GRASS, NEAR THE
 JY1572'CENTER OF THE AIRPORT, WEST OF THE OFFICE, SOUTHWEST OF THE CENTER
 JY1572'RAMP, NEAR THE NORTHEAST END OF THE SOUTHWEST GRASS MEDIAN BETWEEN THE
 JY1572'RUNWAY AND TAXI.  OWNERSHIP--HIGHLAND COUNTY, 9585 NORTH SHORE DRIVE,
 JY1572'HILLSBORO, OH.  45133.  AIRPORT MANAGER BURNI GOTTLIEB, PHONE
 JY1572'513-393-3923.  NOTE--THIS STATION WAS SELECTED AS A PACS.  TO REACH
 JY1572'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 50 AND STATE HIGHWAY
 JY1572'124 ON THE SOUTHEAST SIDE OF HILLSBORO, GO SOUTHEAST 5.6 KM (3.45 MI)
 JY1572'ALONG HIGHWAY 124 TO A PAVED ROAD LEFT.  TURN LEFT, NORTHEAST, 1.5 KM
 JY1572'(0.95 MI) ALONG NORTH SHORE DRIVE TO THE AIRPORT ENTRANCE ON THE LEFT.
 JY1572'TURN LEFT, NORTHWEST, 0.05 KM (0.05 MI) TO THE AIRPORT OFFICE AND
 JY1572'GATE.  PASS THROUGH THE GATE, SOUTHWESTERLY, 0.08 KM (0.05 MI) ACROSS
 JY1572'APRON AND ALONG RAMP TO THE RUNWAY AND THE STATION ON THE LEFT.
 JY1572'STATION IS 27.8 M (91.2 FT) NORTHWEST OF THE TAXI CENTERLINE, 24.3 M
 JY1572'(79.7 FT) SOUTHWEST OF THE RAMP CENTERLINE, 20.1 M (65.9 FT) SOUTHEAST
 JY1572'OF THE RUNWAY CENTERLINE, 13.6 M (44.6 FT) NORTHEAST OF THE 1ST.
 JY1572'RUNWAY LIGHT SOUTHWEST OF THE RAMP, AND THE MONUMENT IS ABOUT 0.2 M
 JY1572'(0.7 FT) BELOW THE LEVEL OF THE RUNWAY AND RECESSED 5 CM BELOW THE
 JY1572'GROUND SURFACE.  BY R.G.  HAYES
 JY1572
 JY1572                          STATION RECOVERY (2001)
 JY1572
 JY1572'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (GTF)
 JY1572'RECOVERED AS DESCRIBED
 JY1572' 
 JY1572' 
 JY1572' 
 JY1572' 
 JY1572' 
 JY1572' 
 JY1572' 
 JY1572' 
 JY1572' 
 JY1572' 
 JY1572'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1575 ***********************************************************************
 JY1575  SACS        -  This is a Secondary Airport Control Station.
 JY1575  DESIGNATION -  HILLPORT AZ MK
 JY1575  PID         -  JY1575
 JY1575  STATE/COUNTY-  OH/HIGHLAND
 JY1575  USGS QUAD   -  HILLSBORO (1986)
 JY1575
 JY1575                         *CURRENT SURVEY CONTROL
 JY1575  ___________________________________________________________________
 JY1575* NAD 83(1995)-  39 11 30.53616(N)    083 32 02.27940(W)     ADJUSTED  
 JY1575* NAVD 88     -       283.52   (meters)     930.2    (feet)  GPS OBS   
 JY1575  ___________________________________________________________________
 JY1575  X           -     557,450.620 (meters)                     COMP
 JY1575  Y           -  -4,918,604.143 (meters)                     COMP
 JY1575  Z           -   4,009,002.221 (meters)                     COMP
 JY1575  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 JY1575  ELLIP HEIGHT-         250.75  (meters)          (10/07/05) GPS OBS
 JY1575  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JY1575
 JY1575  HORZ ORDER  -  FIRST
 JY1575  ELLP ORDER  -  FOURTH    CLASS II
 JY1575
 JY1575.This mark is at Highland County Airport (HOC)
 JY1575
 JY1575.The horizontal coordinates were established by GPS observations
 JY1575.and adjusted by the National Geodetic Survey in July 1997..
 JY1575
 JY1575.The orthometric height was determined by GPS observations and a
 JY1575.high-resolution geoid model.
 JY1575
 JY1575.GPS derived orthometric heights for airport stations designated as
 JY1575.PACS or SACS are published to 2 decimal places.  This maintains
 JY1575.centimeter relative accuracy between the PACS and SACS.  It does
 JY1575.not indicate centimeter accuracy relative to other marks which are
 JY1575.part of the NAVD 88 network.
 JY1575
 JY1575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1575
 JY1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1575
 JY1575.The ellipsoidal height was determined by GPS observations
 JY1575.and is referenced to NAD 83.
 JY1575
 JY1575.The geoid height was determined by GEOID03.
 JY1575
 JY1575;                    North         East     Units Scale Factor Converg.
 JY1575;SPC OH S     -   132,818.503   510,680.716   MT  0.99994153   -0 39 21.9
 JY1575;UTM  17      - 4,341,122.034   281,158.550   MT  1.00018972   -1 36 06.8
 JY1575
 JY1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1575!SPC OH S     -   0.99996066  x   0.99994153  =   0.99990219
 JY1575!UTM  17      -   0.99996066  x   1.00018972  =   1.00015037
 JY1575
 JY1575:                Primary Azimuth Mark                     Grid Az
 JY1575:SPC OH S     -  HILLPORT                                 229 25 40.5
 JY1575:UTM  17      -  HILLPORT                                 230 22 25.4
 JY1575
 JY1575|---------------------------------------------------------------------|
 JY1575| PID    Reference Object                     Distance      Geod. Az  |
 JY1575|                                                           dddmmss.s |
 JY1575| JY1572 HILLPORT                            APPROX. 0.6 KM 2284618.6 |
 JY1575|---------------------------------------------------------------------|
 JY1575
 JY1575                          SUPERSEDED SURVEY CONTROL
 JY1575
 JY1575  NAD 83(1995)-  39 11 30.54281(N)    083 32 02.28599(W) AD(       ) 3
 JY1575  NAD 83(1986)-  39 11 30.54419(N)    083 32 02.28565(W) AD(       ) 3
 JY1575  NAD 27      -  39 11 30.31682(N)    083 32 02.60334(W) AD(       ) 3
 JY1575  NGVD 29 (02/23/89)  283.9    (m)          931.     (f) GPS OBS        
 JY1575
 JY1575.Superseded values are not recommended for survey control.
 JY1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1575.See file dsdata.txt to determine how the superseded data were derived.
 JY1575
 JY1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8115941122(NAD 83)
 JY1575_MARKER: DZ = AZIMUTH MARK DISK
 JY1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1575_SP_SET: CONCRETE POST
 JY1575_STAMPING: HILLPORT 1986
 JY1575_MARK LOGO: NGS   
 JY1575_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1575+STABILITY: SURFACE MOTION
 JY1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1575+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1995
 JY1575
 JY1575  HISTORY     - Date     Condition        Report By
 JY1575  HISTORY     - 1986     MONUMENTED       NGS
 JY1575  HISTORY     - 19870731 GOOD
 JY1575  HISTORY     - 19950928 GOOD             NGS
 JY1575
 JY1575                          STATION DESCRIPTION
 JY1575
 JY1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JY1575'THE STATION IS LOCATED 3.5 MILES EAST-SOUTHEAST OF HILLSBORO ON THE
 JY1575'HILLSBORO / HIGHLAND COUNTY AIRPORT ABOUT 0.5. MILES WEST OF THE
 JY1575'OFFICE BUILDING AND HANGER.  THE AZIMUTH MARK IS 0.4 MILES NORTHEAST
 JY1575'OF THE STATION AT THE NORTHEAST END OF THE RUNWAY AND APPROXIMATELY
 JY1575'ON LINE WITH THE ROW OF LIGHT AT THE SOUTHEAST EDGE OF THE RUNWAY
 JY1575'AIRPORT MANAGER ANN NYE PHONE 513 - 393 - 3865.
 JY1575'TO REACH FROM THE COURTHOUSE IN HILLSBORO GO 0.4 MILE EAST ON STATE
 JY1575'ROUTE 124 TO A FORK, BEAR RIGHT AND CONTINUE EAST ON ROUTE 124 FOR 3.7
 JY1575'MILES, HERE TURN LEFT (NORTHEAST) ON NORTH SHORE DRIVE AND GO 0.7
 JY1575'MILE TO THE AIRPORT ENTRANCE DRIVE AND OFFICE BUILDING ON THE LEFT
 JY1575'AND THE STATION AS DESCRIBED.
 JY1575'THE AZIMUTH MARKS ARE STANDARD NGS AZIMUTH MARK DISKS STAMPED --
 JY1575'HILLPORT 1986--.  THE SURFACE MARK IS SET IN A 28 CM (11 INCH)
 JY1575'DIAMETER FLUSH CONCRETE MONUMENT 26.4 METERS (86.5 FEET) SOUTHEAST
 JY1575'OF THE NORTH CORNER OF THE RUNWAY, 14.3 METERS (47 FEET) WEST OF A
 JY1575'STROBE LIGHT, 7.9 METERS 9 26 FEET) NORTHEAST OF THE NORTHEAST EDGE
 JY1575'OF A TAXIWAY AND 3.35 METERS (11 FEET) SOUTHEAST OF THE EAST CORNER
 JY1575'OF THE RUNWAY.  THE UNDERGROUND MARK IS RECESSED 107 METERS ( 42
 JY1575'INCHES) .
 JY1575'TYPED BY JAMES MALONEY 9/06/87.
 JY1575
 JY1575                          STATION RECOVERY (1987)
 JY1575
 JY1575'RECOVERED 1987
 JY1575'RECOVERED IN GOOD CONDITION.
 JY1575
 JY1575                          STATION RECOVERY (1995)
 JY1575
 JY1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JY1575'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST-SOUTHEAST OF
 JY1575'HILLSBORO, AT THE HIGHLAND COUNTY AIRPORT, IN THE GRASS, NEAR THE
 JY1575'NORTHEAST END OF RUNWAY END 23, NORTHEAST OF THE RAMP AND SOUTHEAST OF
 JY1575'THE RUNWAY.  OWNERSHIP--HIGHLAND COUNTY, 9585 NORTH SHORE DRIVE,
 JY1575'HILLSBORO, OH.  45133.  AIRPORT MANAGER BURNI GOTTLIEB, PHONE
 JY1575'513-393-3923.  NOTE--THIS STATION WAS SELECTED AS A SECONDARY AIRPORT
 JY1575'CONTROL STATION (SACS) .  TO REACH THE STATION FROM THE JUNCTION OF
 JY1575'U.S.  HIGHWAY 50 AND STATE HIGHWAY 124 ON THE SOUTHEAST SIDE OF
 JY1575'HILLSBORO, GO SOUTHEAST 5.6 KM (3.45 MI) ALONG HIGHWAY 124 TO A PAVED
 JY1575'ROAD LEFT.  TURN LEFT, NORTHEAST, 1.5 KM (0.95 MI) ALONG NORTH SHORE
 JY1575'DRIVE TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTHWEST, 0.05
 JY1575'KM (0.05 MI) TO THE AIRPORT OFFICE AND GATE.  PASS THROUGH THE GATE,
 JY1575'TURN RIGHT, NORTHWEST, 0.02 KM (0.00 MI) ACROSS APRON TO THE TAXI.
 JY1575'TURN RIGHT, NORTHEAST, 0.53 KM (0.30 MI) ALONG TAXI AND RAMP TO THE
 JY1575'RUNWAY AND THE STATION ON THE RIGHT.  STATION IS 20.0 M (65.6 FT)
 JY1575'NORTHEAST OF THE RAMP CENTER, 14.7 M (48.2 FT) EAST-SOUTHEAST OF THE
 JY1575'EXTENDED RUNWAY CENTERLINE, 14.3 M (46.9 FT) WEST-SOUTHWEST OF A
 JY1575'STROBE LIGHT CENTER, 5.3 M (17.4 FT) SOUTHWEST OF THE MOST SOUTHEAST 1
 JY1575'OF 3 RUNWAY END LIGHTS, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE
 JY1575'LEVEL OF THE RUNWAY AND RECESSED 5 CM BELOW THE GROUND SURFACE.  BY
 JY1575'R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3146 ***********************************************************************
 JZ3146  DESIGNATION -  HILTON DAVIS CHEMICAL CO STK
 JZ3146  PID         -  JZ3146
 JZ3146  STATE/COUNTY-  OH/HAMILTON
 JZ3146  USGS QUAD   -  CINCINNATI EAST (1981)
 JZ3146
 JZ3146                         *CURRENT SURVEY CONTROL
 JZ3146  ___________________________________________________________________
 JZ3146* NAD 83(1995)-  39 10 50.71649(N)    084 27 09.79259(W)     ADJUSTED  
 JZ3146* NAVD 88     -                                                        
 JZ3146  ___________________________________________________________________
 JZ3146  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 JZ3146  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JZ3146
 JZ3146  HORZ ORDER  -  THIRD
 JZ3146
 JZ3146.The horizontal coordinates were established by classical geodetic methods
 JZ3146.and adjusted by the National Geodetic Survey in April 1998..
 JZ3146
 JZ3146
 JZ3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3146
 JZ3146.The geoid height was determined by GEOID03.
 JZ3146
 JZ3146;                    North         East     Units Scale Factor Converg.
 JZ3146;SPC OH S     -   132,903.403   431,297.012   MT  0.99994219   -1 14 20.5
 JZ3146;UTM  16      - 4,339,926.538   720,025.897   MT  1.00019613   +1 36 35.8
 JZ3146
 JZ3146                          SUPERSEDED SURVEY CONTROL
 JZ3146
 JZ3146  NAD 83(1995)-  39 10 50.72273(N)    084 27 09.79999(W) AD(       ) 4
 JZ3146  NAD 83(1986)-  39 10 50.71997(N)    084 27 09.80293(W) AD(       ) 4
 JZ3146  NAD 27      -  39 10 50.50700(N)    084 27 10.01200(W) AD(       ) 3
 JZ3146
 JZ3146.Superseded values are not recommended for survey control.
 JZ3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3146.See file dsdata.txt to determine how the superseded data were derived.
 JZ3146
 JZ3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2002639927(NAD 83)
 JZ3146_MARKER: 63 = STACK
 JZ3146
 JZ3146  HISTORY     - Date     Condition        Report By
 JZ3146  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3146
 JZ3146                          STATION DESCRIPTION
 JZ3146
 JZ3146'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3146'THE STATION IS LOCATED IN THE NORTHERN PART OF CINCINNATI, JUST SOUTH
 JZ3146'OF THE DISTRICT OF GOLF MANOR, AT THE INTERSECTION OF CARTHAGE AVE.
 JZ3146'AND FANGDON FARM RD. IN THE SOUTHEAST ANGLE, AND JUST EAST OF THE
 JZ3146'PENNSYLVANIA RAIL ROAD.  THE STACK IS OF CONCRETE CONSTRUCTION,
 JZ3146'AND IS ABOUT 200 FT. HIGH.  IT IS ON THE PROPERTY OF THE HILTON AND
 JZ3146'DAVIS CHEMICAL CO.  THE POINT OF INTERSECTION WAS THE CENTER OF
 JZ3146'THE TOP OF THE STACK.
 JZ3146'
 JZ3146'THIS IS AN INTERSECTION STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2235 ***********************************************************************
 MB2235  DESIGNATION -  HIRAM
 MB2235  PID         -  MB2235
 MB2235  STATE/COUNTY-  OH/PORTAGE
 MB2235  USGS QUAD   -  MANTUA (1994)
 MB2235
 MB2235                         *CURRENT SURVEY CONTROL
 MB2235  ___________________________________________________________________
 MB2235* NAD 83(1995)-  41 17 49.32882(N)    081 09 07.79326(W)     ADJUSTED  
 MB2235* NAVD 88     -       405.8    (meters)    1331.     (feet)  VERTCON   
 MB2235  ___________________________________________________________________
 MB2235  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 MB2235  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2235
 MB2235  HORZ ORDER  -  SECOND
 MB2235
 MB2235.The horizontal coordinates were established by classical geodetic methods
 MB2235.and adjusted by the National Geodetic Survey in April 1998..
 MB2235
 MB2235.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2235
 MB2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2235
 MB2235.The geoid height was determined by GEOID03.
 MB2235
 MB2235;                    North         East     Units Scale Factor Converg.
 MB2235;SPC OH N     -   181,919.235   712,879.278   MT  0.99994713   +0 53 07.7
 MB2235;UTM  17      - 4,571,742.869   487,260.330   MT  0.99960200   -0 06 01.5
 MB2235
 MB2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2235!SPC OH N     -   0.99994163  x   0.99994713  =   0.99988876
 MB2235!UTM  17      -   0.99994163  x   0.99960200  =   0.99954365
 MB2235
 MB2235:                Primary Azimuth Mark                     Grid Az
 MB2235:SPC OH N     -  MANTUA SP MICROWAVE                      192 59 10.3
 MB2235:UTM  17      -  MANTUA SP MICROWAVE                      193 58 19.5
 MB2235
 MB2235|---------------------------------------------------------------------|
 MB2235| PID    Reference Object                     Distance      Geod. Az  |
 MB2235|                                                           dddmmss.s |
 MB2235| MB2245 MANTUA SP MICROWAVE                 APPROX. 3.9 KM 1935218.0 |
 MB2235| MB2489 SHALERSVILLE RAD RELAY STA TWR      APPROX. 7.5 KM 2221951.2 |
 MB2235| MB2298 HIRAM AZ MK                         481.509 METERS 2512147.8 |
 MB2235| MB2274 MANTUA WU MICROWAVE                 APPROX. 4.3 KM 2565548.9 |
 MB2235| CD1865 HIRAM RM 1                           29.455 METERS 26859     |
 MB2235| CD1866 HIRAM RM 2                           44.464 METERS 30817     |
 MB2235| MB2234 HIRAM COLLEGE WATER TANK            APPROX. 1.5 KM 3363930.1 |
 MB2235|---------------------------------------------------------------------|
 MB2235
 MB2235                          SUPERSEDED SURVEY CONTROL
 MB2235
 MB2235  NAD 83(1986)-  41 17 49.33671(N)    081 09 07.79216(W) AD(       ) 2
 MB2235  NAD 27      -  41 17 49.13627(N)    081 09 08.43604(W) AD(       ) 2
 MB2235  NGVD 29 (07/19/86)  406.0    (m)         1332.     (f) VERT ANG       
 MB2235
 MB2235.Superseded values are not recommended for survey control.
 MB2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2235.See file dsdata.txt to determine how the superseded data were derived.
 MB2235
 MB2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8726071743(NAD 83)
 MB2235_MARKER: Z = SEE DESCRIPTION
 MB2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2235_STAMPING: HIRAM 1950
 MB2235_MARK LOGO: CGS   
 MB2235
 MB2235  HISTORY     - Date     Condition        Report By
 MB2235  HISTORY     - 1950     MONUMENTED       CGS
 MB2235  HISTORY     - 1951     SEE DESCRIPTION  CGS
 MB2235  HISTORY     - 1978     SEE DESCRIPTION  NGS
 MB2235
 MB2235                          STATION DESCRIPTION
 MB2235
 MB2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2235'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF THE VILLAGE OF
 MB2235'HIRAM ON LAND OWNED AND
 MB2235'OCCUPIED BY MR. F.M. RYDER.  IT IS ABOUT 160 FEET EAST OF THE RYDER
 MB2235'FARM HOUSE BETWEEN TWO CULTIVATED
 MB2235'FIELDS, 26-1/2 FEET EAST OF THE EAST END OF GRAPE
 MB2235'ARBOR, 18 FEET NORTHWEST OF MOST WESTERLY ONE OF
 MB2235'THREE FRUIT TREES AND 14 FEET NORTHWEST
 MB2235'OF WITNESS POST.  IT IS STAMPED HIRAM 1950 AND SET 1 FOOT BELOW THE
 MB2235'GROUND SURFACE.
 MB2235'
 MB2235'REFERENCE MARK NO 1 IS WEST OF THE STATION, 4 FEET NORTHEAST OF THE
 MB2235'WEST END OF GRAPE ARBOR, 10
 MB2235'FEET NORTH OF NORTH END OF CULTIVATED FIELD AND 27 FEET EAST OF A
 MB2235'SMALL FRUIT TREE.  IT IS STAMPED
 MB2235'HIRAM NO 1 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 MB2235'
 MB2235'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, SET IN A SMALL
 MB2235'GRASSY PLOT BETWEEN DRIVEWAY AND
 MB2235'CULTIVATED FIELD, 32 FEET NORTHEAST OF THE NORTHEAST CORNER OF SUMMER
 MB2235'KITCHEN, 5 FEET WEST OF WEST
 MB2235'EDGE OF CULTIVATED FIELD AND 27 FEET EAST OF CENTER OF
 MB2235'DRIVEWAY AROUND HOUSE.  IT IS STAMPED HIRAM NO
 MB2235'2 1950 AND SET FLUSH WITH THE GROUND
 MB2235'SURFACE.
 MB2235'
 MB2235'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHWEST OF THE STATION, 20 FEET
 MB2235'NORTH OF THE CENTER OF
 MB2235'EAST-WEST BLACK TOPPED ROAD, 1-1/2 FEET EAST OF POWER LINE POLE AND 1
 MB2235'1/2 FEET NORTHEAST OF WITNESS POST.
 MB2235'IT IS STAMPED HIRAM 1950 AND PROJECTS 2 INCHES.
 MB2235'
 MB2235'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 82, 305 AND
 MB2235'700 IN HIRAM, GO SOUTH ON
 MB2235'STATE ROUTES 82 AND 700 FOR 0.95 MILE TO CROSSROAD, TURN RIGHT AND GO
 MB2235'WEST FOR 0.5 MILE TO SIDE ROAD
 MB2235'RIGHT, (CONTINUE STRAIGHT AHEAD WEST FOR 0.25 MILE TO THE
 MB2235'AZIMUTH MARK ON THE NORTH SIDE AS
 MB2235'DESCRIBED), TURN RIGHT AND GO NORTH ON GRAVELED ROAD
 MB2235'FOR 0.1 MILE TO THE RYDER FARM HOUSE ON THE RIGHT,
 MB2235'TURN RIGHT INTO DRIVEWAY PASSING
 MB2235'AROUND TO THE EAST SIDE OF HOUSE AND STATION DESCRIBED.
 MB2235'
 MB2235'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MB2235
 MB2235                          STATION RECOVERY (1951)
 MB2235
 MB2235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2235'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 MB2235'CONDITION.  THE OLD DESCRIPTION
 MB2235'IS ADEQUATE WITH THE EXCEPTION THAT THE HIRAM COLLEGE WATER TANK
 MB2235'LISTED BELOW IS VISIBLE FROM THE
 MB2235'GROUND.
 MB2235'
 MB2235'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MB2235
 MB2235                          STATION RECOVERY (1978)
 MB2235
 MB2235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 MB2235'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 MB2235'THE DIRECTIONS AND MEASUREMENTS TO THE MARKS COMPARED FAVORABLY
 MB2235'WITH THE 1950 DATA.
 MB2235'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 MB2235'
 MB2235'STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF MANTUA,
 MB2235'1-1/2 MILES SOUTH-SOUTHWEST OF HIRAM, 1 MILE SOUTH OF STATE
 MB2235'HIGHWAY 305 AND IS ON THE PROPERTY OF MR. H.C. RYDER.
 MB2235'PERMISSION TO USE THE STATION GRANTED BY HIS GRANDSON, MR.
 MB2235'JACK CRASELLE, 11204 RYDER ROAD, HIRAM, OHIO 44234,
 MB2235'TELEPHONE NUMBER 569-7977.  THE PROPERTY IS LEASED BY MR.
 MB2235'KEITH MAY, TELEPHONE NUMBER 569-7529.
 MB2235'
 MB2235'TO REACH FROM THE JUNCTION OF STATE ROUTES 303 AND 700 IN THE
 MB2235'SMALL COMMUNITY OF FREEDOM, GO NORTH ON STATE ROUTE 700 FOR
 MB2235'4.1 MILES TO A PAVED CROSSROAD, PIONEER ROAD.
 MB2235'TURN LEFT AND GO WEST ON PIONEER ROAD FOR 0.5 MILE TO A GRAVEL
 MB2235'SIDE ROAD ON RIGHT, RYDER ROAD.
 MB2235'(TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE WEST ON PIONEER
 MB2235'ROAD FOR 0.25 MILE TO THE MARK ON RIGHT.)
 MB2235'TURN RIGHT AND GO NORTH ON RYDER ROAD FOR 0.1 MILE TO A
 MB2235'DRIVEWAY ON THE RIGHT AT THE MAY RESIDENCE, HILL TOP FARM.
 MB2235'TURN RIGHT AND GO EAST TO THE BACK OF THE FARM HOUSE, THEN
 MB2235'BEAR RIGHT AND GO SOUTH, THEN EAST AROUND THE EDGE OF THE
 MB2235'FIELD FOR ABOUT 150 FEET TO A LONE CHERRY TREE AND THE
 MB2235'STATION TO THE WEST.
 MB2235'
 MB2235'THE STATION IS A STANDARD DISK,
 MB2235'STAMPED---HIRAM 1950---, SET IN THE TOP OF A
 MB2235'12-INCH SQUARE CONCRETE MONUMENT THAT IS 12 INCHES
 MB2235'UNDERGROUND . IT IS 160 FEET EAST OF THE EAST SIDE OF THE FARM
 MB2235'HOUSE AND 17.5 FEET NORTHWEST OF AN 18-INCH CHERRY TREE.
 MB2235'
 MB2235'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---HIRAM NO 1
 MB2235'1950---, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MB2235'THAT IS FLUSH WITH THE GROUND. IT IS 51.0 FEET SOUTH-SOUTHEAST
 MB2235'OF A 30-INCH PINE TREE AND 2.0 FEET NORTH OF A 3-INCH PINE TREE
 MB2235'4.0 FEET IN HEIGHT.
 MB2235'
 MB2235'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---HIRAM NO 2
 MB2235'1950---, SET IN THE OF TOP A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MB2235'PROJECTS 2 INCHES. IT IS 44.0 FEET NORTHEAST OF THE NORTHEAST
 MB2235'CORNER OF THE HOUSE, 7.0 EAST OF A TWIN TRUNKED FRUIT TREE
 MB2235'AND 7.0 FEET NORTH OF AN 8-INCH PINE TREE.
 MB2235'
 MB2235'AZIMUTH MARK IS STANDARD DISK, STAMPED---HIRAM 1950---,
 MB2235'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MB2235'4 INCHES. IT IS 65.0 FEET WEST OF POWER LINE POLE NUMBER 48AP1,
 MB2235'19.5 FEET NORTH OF THE CENTER OF PIONEER ROAD AND 1.6 FEET
 MB2235'NORTH OF A METAL WITNESS POST WITH SIGN.
 MB2235'
 MB2235'HEIGHT OF LIGHT ABOVE THE STATION WAS 30.8 METERS.
 MB2235'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 MB2235'
 MB2235'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2298 ***********************************************************************
 MB2298  DESIGNATION -  HIRAM AZ MK
 MB2298  PID         -  MB2298
 MB2298  STATE/COUNTY-  OH/PORTAGE
 MB2298  USGS QUAD   -  MANTUA (1994)
 MB2298
 MB2298                         *CURRENT SURVEY CONTROL
 MB2298  ___________________________________________________________________
 MB2298* NAD 83(1995)-  41 17 44.34052(N)    081 09 27.40374(W)     ADJUSTED  
 MB2298* NAVD 88     -       395.6    (meters)    1298.     (feet)  VERTCON   
 MB2298  ___________________________________________________________________
 MB2298  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 MB2298  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2298
 MB2298  HORZ ORDER  -  SECOND
 MB2298
 MB2298.The horizontal coordinates were established by classical geodetic methods
 MB2298.and adjusted by the National Geodetic Survey in April 1998..
 MB2298
 MB2298.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2298
 MB2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2298
 MB2298.The geoid height was determined by GEOID03.
 MB2298
 MB2298;                    North         East     Units Scale Factor Converg.
 MB2298;SPC OH N     -   181,758.337   712,425.474   MT  0.99994703   +0 52 54.8
 MB2298;UTM  17      - 4,571,589.855   486,803.983   MT  0.99960214   -0 06 14.5
 MB2298
 MB2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2298!SPC OH N     -   0.99994323  x   0.99994703  =   0.99989026
 MB2298!UTM  17      -   0.99994323  x   0.99960214  =   0.99954539
 MB2298
 MB2298                          SUPERSEDED SURVEY CONTROL
 MB2298
 MB2298  NAD 83(1986)-  41 17 44.34841(N)    081 09 27.40281(W) AD(       ) 2
 MB2298  NAD 27      -  41 17 44.14804(N)    081 09 28.04594(W) AD(       ) 2
 MB2298  NGVD 29 (07/19/86)  395.8    (m)         1299.     (f) VERT ANG       
 MB2298
 MB2298.Superseded values are not recommended for survey control.
 MB2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2298.See file dsdata.txt to determine how the superseded data were derived.
 MB2298
 MB2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8680471590(NAD 83)
 MB2298_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2298_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2298_STAMPING: HIRAM 1950
 MB2298_MARK LOGO: CGS   
 MB2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB2298+STABILITY: SURFACE MOTION
 MB2298
 MB2298  HISTORY     - Date     Condition        Report By
 MB2298  HISTORY     - 1978     MONUMENTED       NGS
 MB2298
 MB2298                          STATION DESCRIPTION
 MB2298
 MB2298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 MB2298'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF MANTUA,
 MB2298'1-1/2 MILES SOUTH-SOUTHWEST HIRAM, 1 MILE SOUTH OF STATE
 MB2298'HIGHWAY 305, JUST NORTH OF PIONEER ROAD, AND ON ROAD
 MB2298'RIGHT-OF-WAY.
 MB2298'
 MB2298'TO REACH THE MARK FROM THE JUNCTION OF STATE ROUTES 303 AND
 MB2298'700 IN THE SMALL COMMUNITY OF FREEDOM, GO NORTH ON STATE ROUTE
 MB2298'700 FOR 4.1 MILES TO A PAVED CROSSROAD, PIONEER ROAD.
 MB2298'TURN LEFT AND GO WEST ON PIONEER ROAD FOR 0.5 MILE TO A GRAVEL
 MB2298'SIDE ROAD ON RIGHT, RYDER ROAD.  CONTINUE WEST ON PIONEER ROAD
 MB2298'FOR 0.25 MILE TO THE MARK ON RIGHT.
 MB2298'
 MB2298'STATION MARK IS A STANDARD AZIMUTH MARK DISK,
 MB2298'STAMPED---HIRAM 1950---, SET IN THE
 MB2298'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MB2298'4 INCHES . IT IS 65.0 FEET WEST OF POWER LINE POLE NUMBER 48AP1,
 MB2298'19.5 FEET NORTH OF THE CENTER OF PIONEER ROAD AND 1.6 FEET
 MB2298'NORTH OF A METAL WITNESS POST WITH SIGN.
 MB2298'
 MB2298'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.1 METERS.
 MB2298'
 MB2298'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2234 ***********************************************************************
 MB2234  DESIGNATION -  HIRAM COLLEGE WATER TANK
 MB2234  PID         -  MB2234
 MB2234  STATE/COUNTY-  OH/PORTAGE
 MB2234  USGS QUAD   -  MANTUA (1994)
 MB2234
 MB2234                         *CURRENT SURVEY CONTROL
 MB2234  ___________________________________________________________________
 MB2234* NAD 83(1995)-  41 18 34.58313(N)    081 09 33.69335(W)     ADJUSTED  
 MB2234* NAVD 88     -                                                        
 MB2234  ___________________________________________________________________
 MB2234  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 MB2234  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB2234
 MB2234  HORZ ORDER  -  THIRD
 MB2234
 MB2234.The horizontal coordinates were established by classical geodetic methods
 MB2234.and adjusted by the National Geodetic Survey in April 1998..
 MB2234
 MB2234
 MB2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2234
 MB2234.The geoid height was determined by GEOID03.
 MB2234
 MB2234;                    North         East     Units Scale Factor Converg.
 MB2234;SPC OH N     -   183,305.803   712,255.340   MT  0.99994803   +0 52 50.6
 MB2234;UTM  17      - 4,573,139.484   486,660.550   MT  0.99960219   -0 06 18.7
 MB2234
 MB2234                          SUPERSEDED SURVEY CONTROL
 MB2234
 MB2234  NAD 83(1986)-  41 18 34.59121(N)    081 09 33.69201(W) AD(       ) 4
 MB2234  NAD 27      -  41 18 34.39214(N)    081 09 34.33524(W) AD(       ) 3
 MB2234
 MB2234.Superseded values are not recommended for survey control.
 MB2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2234.See file dsdata.txt to determine how the superseded data were derived.
 MB2234
 MB2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8666173139(NAD 83)
 MB2234
 MB2234  HISTORY     - Date     Condition        Report By
 MB2234  HISTORY     - 1951     MONUMENTED       CGS
 MB2234  HISTORY     - 1977     SEE DESCRIPTION  NGS
 MB2234
 MB2234                          STATION DESCRIPTION
 MB2234
 MB2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 MB2234'STATION IS LOCATED ABOUT 3/4 MILE WEST OF HIRAM ABOUT 50 FEET
 MB2234'SOUTH OF THE
 MB2234'CENTER OF WAKEFIELD ROAD.  IT IS A 4 LEGGED, STEEL, ELEVATED TANK,
 MB2234'ABOUT 60 FEET HIGH IS PAINTED SILVER
 MB2234'AND HAS THE LEGEND HIRAM, HOME OF HIRAM COLLEGE, FOUNDED 1850,
 MB2234'PAINTED IN BLACK LETTERS ON THE EAST AND WEST
 MB2234'SIDES OF THE TANK.  THE POINT OF INTERSECTION
 MB2234'WAS A METAL BALL AT THE APEX OF THE ROOF OF THE TANK.
 MB2234'
 MB2234'TO REACH THE STATION FROM THE INTERSECTION OF GARFIELD ROAD AND
 MB2234'WAKEFIELD ROAD IN HIRAM, GO
 MB2234'WEST ON GARFIELD ROAD FOR 0.8 MILE AND THE STATION ON THE LEFT, SOUTH
 MB2234'SIDE OF ROAD AS DESCRIBED.
 MB2234
 MB2234                          STATION RECOVERY (1977)
 MB2234
 MB2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2234'THE STATION WAS RECOVERED, WITH PREVIOUS DESCRIPTION IS QUAD
 MB2234'410812-1025.
 MB2234'
 MB2234'THE STATION IS THE BALL TOP CENTER OF THE HIRAM, HIRAM COLLEGE
 MB2234'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A CONICAL TOP
 MB2234'AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR STEEL TRUSS-WORK
 MB2234'LEGS.  IT IS GREEN IN COLOR AND APPROXIMATELY 65 FEET HIGH.
 MB2234'
 MB2234'IT IS LOCATED ABOUT 0.8 MILE WEST OF THE CENTER OF HIRAM AND
 MB2234'100 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 82.
 MB2234'
 MB2234'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1755 ***********************************************************************
 MC1755  DESIGNATION -  HITE
 MC1755  PID         -  MC1755
 MC1755  STATE/COUNTY-  OH/LUCAS
 MC1755  USGS QUAD   -  SWANTON (1971)
 MC1755
 MC1755                         *CURRENT SURVEY CONTROL
 MC1755  ___________________________________________________________________
 MC1755* NAD 83(1995)-  41 30 08.12082(N)    083 52 58.02068(W)     ADJUSTED  
 MC1755* NAVD 88     -       204.7    (meters)     672.     (feet)  GPS OBS   
 MC1755  ___________________________________________________________________
 MC1755  X           -     509,790.167 (meters)                     COMP
 MC1755  Y           -  -4,756,699.064 (meters)                     COMP
 MC1755  Z           -   4,204,472.181 (meters)                     COMP
 MC1755  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 MC1755  ELLIP HEIGHT-         169.45  (meters)          (10/07/05) GPS OBS
 MC1755  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC1755
 MC1755  HORZ ORDER  -  FIRST
 MC1755  ELLP ORDER  -  FOURTH    CLASS I
 MC1755
 MC1755.The horizontal coordinates were established by GPS observations
 MC1755.and adjusted by the National Geodetic Survey in April 1998..
 MC1755
 MC1755.The orthometric height was determined by GPS observations and a
 MC1755.high-resolution geoid model.
 MC1755
 MC1755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1755
 MC1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1755
 MC1755.The ellipsoidal height was determined by GPS observations
 MC1755.and is referenced to NAD 83.
 MC1755
 MC1755.The geoid height was determined by GEOID03.
 MC1755
 MC1755;                    North         East     Units Scale Factor Converg.
 MC1755;SPC OH N     -   204,753.266   484,555.428   MT  0.99996786   -0 54 30.3
 MC1755;UTM  17      - 4,598,527.494   259,390.707   MT  1.00031251   -1 54 40.3
 MC1755
 MC1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1755!SPC OH N     -   0.99997342  x   0.99996786  =   0.99994128
 MC1755!UTM  17      -   0.99997342  x   1.00031251  =   1.00028592
 MC1755
 MC1755:                Primary Azimuth Mark                     Grid Az
 MC1755:SPC OH N     -  BLUE CREEK                               181 52 33.6
 MC1755:UTM  17      -  BLUE CREEK                               182 52 43.6
 MC1755
 MC1755|---------------------------------------------------------------------|
 MC1755| PID    Reference Object                     Distance      Geod. Az  |
 MC1755|                                                           dddmmss.s |
 MC1755| MC1721 BLUE CREEK                          493.533 METERS 1805803.3 |
 MC1755|---------------------------------------------------------------------|
 MC1755
 MC1755                          SUPERSEDED SURVEY CONTROL
 MC1755
 MC1755  ELLIP H (04/01/98)  169.51   (m)                       GP(       ) 4 1
 MC1755  NAD 83(1995)-  41 30 08.12072(N)    083 52 58.02053(W) AD(       ) 1
 MC1755  NAD 83(1986)-  41 30 08.13000(N)    083 52 58.03261(W) AD(       ) 1
 MC1755
 MC1755.Superseded values are not recommended for survey control.
 MC1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1755.See file dsdata.txt to determine how the superseded data were derived.
 MC1755
 MC1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5939198527(NAD 83)
 MC1755_MARKER: DD = SURVEY DISK
 MC1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1755_SP_SET: CONCRETE POST
 MC1755_STAMPING: HITE 1993
 MC1755_MARK LOGO: OH-095
 MC1755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1755+STABILITY: SURFACE MOTION
 MC1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1755+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1755
 MC1755  HISTORY     - Date     Condition        Report By
 MC1755  HISTORY     - 1993     MONUMENTED       OH-095
 MC1755
 MC1755                          STATION DESCRIPTION
 MC1755
 MC1755'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1755'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 4.5 MILES WEST
 MC1755'SOUTHWEST OF THE VILLAGE OF WHITEHOUSE.
 MC1755'TO REACH THE STATION FROM THE INTERSECTION OF WATERVILLE-SWANTON ROAD
 MC1755'(STATE ROUTE 64), PROVIDENCE STREET AND WATERVILLE STREET PROCEED
 MC1755'WEST ALONG WATERVILLE STREET 1.25 MILES TO ITS INTERSECTION WITH
 MC1755'BERKEY-SOUTHERN ROAD (STATE ROUTE 295).  CONTINUE WEST ALONG
 MC1755'ARCHBOLD-WHITEHOUSE ROAD 3.0 MILES TO ITS INTERSECTION WITH
 MC1755'FULTON-LUCAS ROAD.  TURN LEFT AND PROCEED SOUTH ALONG FULTON-LUCAS
 MC1755'ROAD 0.9 MILES TO ITS INTERSECTION WITH HITE ROAD AND THE STATION ON
 MC1755'THE LEFT IN THE NORTHEAST CORNER OF THE INTERSECTION
 MC1755'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1755'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 0.1 FEET BELOW GROUND
 MC1755'SURFACE AND IS STAMPED --HITE 1993--.
 MC1755'THE STATION IS 33.0 FEET SOUTHWEST FROM A NAIL AND SHINER IN THE FACE
 MC1755'OF A STATE FOREST SIGN POST, 56.0 FEET NORTH FROM A NAIL AND SHINER
 MC1755'IN A POWER POLE LOCATED SOUTHEAST OF THE INTERSECTION, 55.7 FEET
 MC1755'NORTHEAST FROM A BOLT IN THE INTERSECTION, AND 86.9 FEET EAST FROM A
 MC1755'NAIL AND SHINER IN A POWER POLE LOCATED IN THE NORTHWEST CORNER OF
 MC1755'THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DG7194 ***********************************************************************
 DG7194  CBN         -  This is a Cooperative Base Network Control Station.
 DG7194  DESIGNATION -  HOAG
 DG7194  PID         -  DG7194
 DG7194  STATE/COUNTY-  OH/MONTGOMERY
 DG7194  USGS QUAD   -  DAYTON NORTH (1996)
 DG7194
 DG7194                         *CURRENT SURVEY CONTROL
 DG7194  ___________________________________________________________________
 DG7194* NAD 83(1995)-  39 47 54.92879(N)    084 07 41.76952(W)     ADJUSTED  
 DG7194* NAVD 88     -       237.1    (meters)     778.     (feet)  GPS OBS   
 DG7194  ___________________________________________________________________
 DG7194  X           -     502,016.027 (meters)                     COMP
 DG7194  Y           -  -4,881,462.722 (meters)                     COMP
 DG7194  Z           -   4,060,959.909 (meters)                     COMP
 DG7194  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DG7194  ELLIP HEIGHT-         204.00  (meters)          (09/23/04) GPS OBS
 DG7194  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DG7194
 DG7194  HORZ ORDER  -  A
 DG7194  ELLP ORDER  -  FOURTH    CLASS I
 DG7194
 DG7194.The horizontal coordinates were established by GPS observations
 DG7194.and adjusted by the National Geodetic Survey in September 2004..
 DG7194
 DG7194.The orthometric height was determined by GPS observations and a
 DG7194.high-resolution geoid model.
 DG7194
 DG7194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7194
 DG7194.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7194
 DG7194.The ellipsoidal height was determined by GPS observations
 DG7194.and is referenced to NAD 83.
 DG7194
 DG7194.The geoid height was determined by GEOID03.
 DG7194
 DG7194;                    North         East     Units Scale Factor Converg.
 DG7194;SPC OH S     -   200,927.714   460,561.010   MT  0.99996199   -1 01 59.4
 DG7194;UTM  16      - 4,409,349.003   745,867.539   MT  1.00034429   +1 50 20.7
 DG7194
 DG7194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7194!SPC OH S     -   0.99996800  x   0.99996199  =   0.99992999
 DG7194!UTM  16      -   0.99996800  x   1.00034429  =   1.00031228
 DG7194
 DG7194                          SUPERSEDED SURVEY CONTROL
 DG7194
 DG7194.No superseded survey control is available for this station.
 DG7194
 DG7194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4586809349(NAD 83)
 DG7194_MARKER: F = FLANGE-ENCASED ROD
 DG7194_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DG7194_STAMPING: HOAG
 DG7194_MARK LOGO: OH-113
 DG7194_PROJECTION: FLUSH
 DG7194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7194+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG7194_ROD/PIPE-DEPTH:  4.9 meters
 DG7194_SLEEVE-DEPTH  :  0.9 meters
 DG7194
 DG7194  HISTORY     - Date     Condition        Report By
 DG7194  HISTORY     - 2003     MONUMENTED       OH-113
 DG7194
 DG7194                          STATION DESCRIPTION
 DG7194
 DG7194'DESCRIBED BY MONTGOMERY COUNTY OHIO 2003 (JRS)
 DG7194'DESCRIBED BY MONTGOMERY COUNTY ENGINEER OFFICE (JRS). THE STATION IS
 DG7194'LOCATED ABOUT 4 MI NORTHEAST OF DAYTON, IN THE FRONT LAWN OF STEBBINS
 DG7194'HIGH SCHOOL, ON PUBLIC RIGHT-OF-WAY.
 DG7194' 
 DG7194'TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 75 AND STATE ROUTE
 DG7194'4 IN DAYTON,  GO NORTHEAST ALONG ROUTE 4 FOR 3.6 MILES (5.8 KM) TO THE
 DG7194'HARSHMAN ROAD EXIT.  TURN LEFT  AND GO NORTH ALONG HARSHMAN ROAD FOR
 DG7194'0.25 MILES (0.40 KM) TO VALLEY STREET.  TURN RIGHT  AND GO NORTHEAST
 DG7194'ALONG VALLEY STREET FOR ABOUT 300 FT (100 M) TO THE STATION ON THE
 DG7194'RIGHT, AT THE SOUTH SIDE OF THE STREET.
 DG7194' 
 DG7194'THE STATION IS 7.71 FT (2.35 M) SOUTH OF SOUTH BACK OF CURB, 105.6 FT
 DG7194'(32.2 M) EAST OF POWER  POLE 319644, 154.3 FT (47.03 M) WEST OF A FIRE
 DG7194'HYDRANT, 145.37 FT (44.3 M) NORTHWEST OF THE  NORTHWEST INTERIOR
 DG7194'CORNER OF SCHOOL BUILDING, 206.3 FT (62.9 M) NORTHEAST OF THE
 DG7194'NORTHEAST INTERIOR CORNER OF THE SCHOOL BUILDING, 169.07 FT (51.5 M)
 DG7194'SOUTHEAST OF THE  SOUTHEAST CORNER OF THE SPEEDWAY CONVENIENCE STORE
 DG7194'ON NORTH SIDE OF VALLEY STREET,  AND 75.08 FT (53.36 M) SOUTHWEST OF
 DG7194'THE SOUTHWEST CORNER OF THE EASTWOOD CAR WASH  BUILDING.
 DG7194' 
 DG7194'THE STATION IS AN ALUMINUM ROD WITH GREASED SLEEVE DRIVEN TO REFUSAL
 DG7194'INSIDE A 4 INCH  PLASTIC PIPE WITH A SCREW-ON CAP SURROUNDED BY A 12
 DG7194'INCH DIAMETER CONCRETE COLLAR  WITH AN ALUMINUM FACE PLATE INSCRIBED
 DG7194'---STATION HOAG MONTGOMERY COUNTY  ENGINEER 2003---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1249 ***********************************************************************
 MB1249  DESIGNATION -  HOBAN
 MB1249  PID         -  MB1249
 MB1249  STATE/COUNTY-  OH/SUMMIT
 MB1249  USGS QUAD   -  AKRON EAST (1964)
 MB1249
 MB1249                         *CURRENT SURVEY CONTROL
 MB1249  ___________________________________________________________________
 MB1249* NAD 83(1995)-  41 03 46.50132(N)    081 29 41.67079(W)     ADJUSTED  
 MB1249* NAVD 88     -       355.444  (meters)    1166.15   (feet)  ADJUSTED  
 MB1249  ___________________________________________________________________
 MB1249  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 MB1249  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MB1249  DYNAMIC HT  -         355.288 (meters)    1165.64  (feet)  COMP
 MB1249  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 MB1249
 MB1249  HORZ ORDER  -  FIRST
 MB1249  VERT ORDER  -  FIRST     CLASS II
 MB1249
 MB1249.The horizontal coordinates were established by classical geodetic methods
 MB1249.and adjusted by the National Geodetic Survey in April 1998..
 MB1249
 MB1249.The orthometric height was determined by differential leveling
 MB1249.and adjusted by the National Geodetic Survey in June 1991..
 MB1249
 MB1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1249
 MB1249.The geoid height was determined by GEOID03.
 MB1249
 MB1249.The dynamic height is computed by dividing the NAVD 88
 MB1249.geopotential number by the normal gravity value computed on the
 MB1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1249.degrees latitude (g = 980.6199 gals.).
 MB1249
 MB1249.The modeled gravity was interpolated from observed gravity values.
 MB1249
 MB1249;                    North         East     Units Scale Factor Converg.
 MB1249;SPC OH N     -   155,534.656   684,476.079   MT  0.99993914   +0 39 37.1
 MB1249;UTM  17      - 4,545,859.461   458,416.966   MT  0.99962128   -0 19 30.4
 MB1249
 MB1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1249!SPC OH N     -   0.99994948  x   0.99993914  =   0.99988863
 MB1249!UTM  17      -   0.99994948  x   0.99962128  =   0.99957078
 MB1249
 MB1249:                Primary Azimuth Mark                     Grid Az
 MB1249:SPC OH N     -  AKRON HOME AVE MUN STANDPIPE             005 49 55.8
 MB1249:UTM  17      -  AKRON HOME AVE MUN STANDPIPE             006 49 03.3
 MB1249
 MB1249|---------------------------------------------------------------------|
 MB1249| PID    Reference Object                     Distance      Geod. Az  |
 MB1249|                                                           dddmmss.s |
 MB1249| MB2695 AKRON HOME AVE MUN STANDPIPE        APPROX. 5.5 KM 0062932.9 |
 MB1249| MB2699 AKRON BRITTAIN RD MUN TANK          APPROX. 2.8 KM 0590524.2 |
 MB1249| MB2890 AKRON SACKS ELECTRIC CO TANK        APPROX. 0.8 KM 2923645.5 |
 MB1249| MB2920 AKRON TV STATION WAKR MAST          APPROX. 2.9 KM 3174024.1 |
 MB1249| MB2896 AKRON POLICE RADIO MAST             APPROX. 1.9 KM 3205648.3 |
 MB1249| MB2878 AKRON OHIO EDISON ELEC CO TWR       APPROX. 3.5 KM 3512834.5 |
 MB1249|---------------------------------------------------------------------|
 MB1249
 MB1249                          SUPERSEDED SURVEY CONTROL
 MB1249
 MB1249  NAD 83(1986)-  41 03 46.50826(N)    081 29 41.67445(W) AD(       ) 1
 MB1249  NAD 27      -  41 03 46.30756(N)    081 29 42.25183(W) AD(       ) 1
 MB1249  NGVD 29 (??/??/92)  355.639  (m)         1166.79   (f) ADJ UNCH    1 2
 MB1249
 MB1249.Superseded values are not recommended for survey control.
 MB1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1249.See file dsdata.txt to determine how the superseded data were derived.
 MB1249
 MB1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5841745859(NAD 83)
 MB1249_MARKER: DD = SURVEY DISK
 MB1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1249_STAMPING: HOBAN
 MB1249_MARK LOGO: OH0070
 MB1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1249+STABILITY: SURFACE MOTION
 MB1249
 MB1249  HISTORY     - Date     Condition        Report By
 MB1249  HISTORY     - 1963     MONUMENTED       OH0070
 MB1249  HISTORY     - 1964     GOOD             CGS
 MB1249
 MB1249                          STATION DESCRIPTION
 MB1249
 MB1249'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1249'THE STATION IS ABOUT 1-3/4 MILES SOUTHEAST OF DOWNTOWN AKRON, ABOUT
 MB1249'300 FEET SOUTH OF THE AKRON
 MB1249'EXPRESSWAY AND ON THE HOBAN CATHOLIC SCHOOL PROPERTY.  IT IS 6.3 FEET
 MB1249'EAST OF THE CENTERLINE OF A SIDEWALK
 MB1249'LEADING TO THE NORTHEAST ENTRANCE TO THE SCHOOL, 7.3
 MB1249'FEET SOUTH OF THE SOUTH CURB OF THE DRIVEWAY, 26.4
 MB1249'FEET NORTH-NORTHEAST OF THE STEPS TO
 MB1249'THE NORTHEAST ENTRANCE TO THE SCHOOL AND 105 FEET NORTHWEST OF THE
 MB1249'NORTHEAST CORNER OF THE SCHOOL.
 MB1249'THE MARK IS A CITY OF AKRON DISK STAMPED HOBAN SET IN THE TOP OF A 6
 MB1249'INCH SQUARE CONCRETE MONUMENT 4
 MB1249'INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND
 MB1249'COVERED WITH A 9 INCH IRON COVER.
 MB1249
 MB1249                          STATION RECOVERY (1964)
 MB1249
 MB1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1249'AT AKRON.
 MB1249'AT AKRON, ABOUT 300 FEET SOUTH OF THE AKRON EXPRESSWAY, ON
 MB1249'THE HOBAN CATHOLIC SCHOOL GROUNDS, 104.2 FEET NORTHWEST OF THE
 MB1249'NORTHEAST CORNER OF THE SCHOOL, 26 FEET NORTH-NORTHEAST OF THE
 MB1249'NORTHEAST CORNER OF BOTTOM STEP TO THE NORTHEAST ENTRANCE TO
 MB1249'SCHOOL, 7.0 FEET SOUTH OF THE SOUTH CURB FOR DRIVEWAY TO SCHOOL,
 MB1249'1.6 FEET EAST OF THE EAST EDGE OF CONCRETE SIDEWALK LEADING TO
 MB1249'ENTRANCE, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
 MB1249'LEVEL OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST
 MB1249'IRON COVER MARKED AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9327 ***********************************************************************
 AD9327  SACS        -  This is a Secondary Airport Control Station.
 AD9327  DESIGNATION -  HOC A
 AD9327  PID         -  AD9327
 AD9327  STATE/COUNTY-  OH/HIGHLAND
 AD9327  USGS QUAD   -  HILLSBORO (1986)
 AD9327
 AD9327                         *CURRENT SURVEY CONTROL
 AD9327  ___________________________________________________________________
 AD9327* NAD 83(1995)-  39 11 05.67388(N)    083 32 33.65477(W)     ADJUSTED  
 AD9327* NAVD 88     -       291.00   (meters)     954.7    (feet)  GPS OBS   
 AD9327  ___________________________________________________________________
 AD9327  X           -     556,757.572 (meters)                     COMP
 AD9327  Y           -  -4,919,176.048 (meters)                     COMP
 AD9327  Z           -   4,008,412.655 (meters)                     COMP
 AD9327  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AD9327  ELLIP HEIGHT-         258.22  (meters)          (10/07/05) GPS OBS
 AD9327  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AD9327
 AD9327  HORZ ORDER  -  FIRST
 AD9327  ELLP ORDER  -  FOURTH    CLASS II
 AD9327
 AD9327.This mark is at Highland County Airport (HOC)
 AD9327
 AD9327.The horizontal coordinates were established by GPS observations
 AD9327.and adjusted by the National Geodetic Survey in July 1997..
 AD9327
 AD9327.The orthometric height was determined by GPS observations and a
 AD9327.high-resolution geoid model.
 AD9327
 AD9327.GPS derived orthometric heights for airport stations designated as
 AD9327.PACS or SACS are published to 2 decimal places.  This maintains
 AD9327.centimeter relative accuracy between the PACS and SACS.  It does
 AD9327.not indicate centimeter accuracy relative to other marks which are
 AD9327.part of the NAVD 88 network.
 AD9327
 AD9327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9327
 AD9327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9327
 AD9327.The ellipsoidal height was determined by GPS observations
 AD9327.and is referenced to NAD 83.
 AD9327
 AD9327.The geoid height was determined by GEOID03.
 AD9327
 AD9327;                    North         East     Units Scale Factor Converg.
 AD9327;SPC OH S     -   132,060.537   509,919.018   MT  0.99994194   -0 39 41.8
 AD9327;UTM  17      - 4,340,376.557   280,384.251   MT  1.00019390   -1 36 25.8
 AD9327
 AD9327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9327!SPC OH S     -   0.99995949  x   0.99994194  =   0.99990143
 AD9327!UTM  17      -   0.99995949  x   1.00019390  =   1.00015338
 AD9327
 AD9327:                Primary Azimuth Mark                     Grid Az
 AD9327:SPC OH S     -  HILLPORT                                 040 02 20.5
 AD9327:UTM  17      -  HILLPORT                                 040 59 04.5
 AD9327
 AD9327|---------------------------------------------------------------------|
 AD9327| PID    Reference Object                     Distance      Geod. Az  |
 AD9327|                                                           dddmmss.s |
 AD9327| JY1572 HILLPORT                            492.445 METERS 0392238.7 |
 AD9327|---------------------------------------------------------------------|
 AD9327
 AD9327                          SUPERSEDED SURVEY CONTROL
 AD9327
 AD9327.No superseded survey control is available for this station.
 AD9327
 AD9327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8038440377(NAD 83)
 AD9327_MARKER: DD = SURVEY DISK
 AD9327_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD9327_SP_SET: CONCRTE ANTENNA BASE
 AD9327_STAMPING: HOC A 1995
 AD9327_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9327+STABILITY: SURFACE MOTION
 AD9327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9327+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9327
 AD9327  HISTORY     - Date     Condition        Report By
 AD9327  HISTORY     - 1995     MONUMENTED       OHDT
 AD9327
 AD9327                          STATION DESCRIPTION
 AD9327
 AD9327'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995
 AD9327'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST-SOUTHEAST OF
 AD9327'HILLSBORO, AT THE HIGHLAND COUNTY AIRPORT.  SOUTHEAST OF AND IN LINE
 AD9327'WITH THE RUNWAY 5 END, DOWN THE HILL, NEAR THE WEST SIDE OF THE MOST
 AD9327'NORTHEAST 1 OF 2 ANTENNAS, IN THE ANTENNA CONCRETE BASE.
 AD9327'OWNERSHIP--HIGHLAND COUNTY, 9585 NORTH SHORE DRIVE, HILLSBORO, OH.
 AD9327'45133.  AIRPORT MANAGER BURNI GOTTLIEB, PHONE 513-393-3923. NOTE--THIS
 AD9327'STATION WAS SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AD9327'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 AD9327'HIGHWAY 124 ON THE SOUTHEAST SIDE OF HILLSBORO, GO SOUTHEAST 5.6 KM
 AD9327'(3.45 MI) ALONG HIGHWAY 124 TO A PAVED ROAD LEFT.  TURN LEFT,
 AD9327'NORTHEAST, 1.5 KM (0.95 MI) ALONG NORTH SHORE DRIVE TO THE AIRPORT
 AD9327'ENTRANCE ON THE LEFT.  TURN LEFT, NORTHWEST, 0.05 KM (0.05 MI) TO THE
 AD9327'AIRPORT OFFICE AND GATE.  PASS THROUGH THE GATE, SOUTHWEST, 0.55 KM
 AD9327'(0.35 MI) ACROSS APRON AND ALONG TAXI TO WHERE IT CURVES TO THE RUNWAY
 AD9327'5 END, AND THE STATION ON THE LEFT DOWN THE HILL.  STATION IS 120.0 M
 AD9327'(393.7 FT) SOUTHWEST OF AN ANEMOMETER, 55.4 M (181.8 FT) SOUTHEAST OF
 AD9327'THE EXTENDED TAXI CENTERLINE, 30.3 M (99.4 FT) NORTHWEST OF NORTH
 AD9327'SHORE DRIVE CENTER, AND THE STATION IS ABOUT 1.0 M (3.3 FT) BELOW THE
 AD9327'LEVEL OF THE DRIVE AND FLUSH WITH THE GROUND SURFACE.  NOTE--MULTIPATH
 AD9327'PROBLEMS MAY EXIST DUE TO THE CLOSE PROXIMITY OF THE ANTENNA.  BY R.G.
 AD9327'HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6092 ***********************************************************************
 AB6092  CBN         -  This is a Cooperative Base Network Control Station.
 AB6092  DESIGNATION -  HOC GAR
 AB6092  PID         -  AB6092
 AB6092  STATE/COUNTY-  OH/HOCKING
 AB6092  USGS QUAD   -  LOGAN (1992)
 AB6092
 AB6092                         *CURRENT SURVEY CONTROL
 AB6092  ___________________________________________________________________
 AB6092* NAD 83(1995)-  39 32 10.87857(N)    082 26 38.20615(W)     ADJUSTED  
 AB6092* NAVD 88     -       235.1    (meters)     771.     (feet)  GPS OBS   
 AB6092  ___________________________________________________________________
 AB6092  X           -     647,722.425 (meters)                     COMP
 AB6092  Y           -  -4,883,020.321 (meters)                     COMP
 AB6092  Z           -   4,038,545.211 (meters)                     COMP
 AB6092  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AB6092  ELLIP HEIGHT-         201.02  (meters)          (03/08/05) GPS OBS
 AB6092  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 AB6092
 AB6092  HORZ ORDER  -  B
 AB6092  ELLP ORDER  -  FOURTH    CLASS II
 AB6092
 AB6092.The horizontal coordinates were established by GPS observations
 AB6092.and adjusted by the National Geodetic Survey in August 1996..
 AB6092
 AB6092.The orthometric height was determined by GPS observations and a
 AB6092.high-resolution geoid model.
 AB6092
 AB6092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6092
 AB6092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6092
 AB6092.The ellipsoidal height was determined by GPS observations
 AB6092.and is referenced to NAD 83.
 AB6092
 AB6092.The geoid height was determined by GEOID03.
 AB6092
 AB6092;                    North         East     Units Scale Factor Converg.
 AB6092;SPC OH S     -   170,557.843   604,818.578   MT  0.99993941   +0 02 08.0
 AB6092;UTM  17      - 4,377,294.689   375,913.116   MT  0.99978957   -0 55 09.4
 AB6092
 AB6092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6092!SPC OH S     -   0.99996846  x   0.99993941  =   0.99990788
 AB6092!UTM  17      -   0.99996846  x   0.99978957  =   0.99975804
 AB6092
 AB6092                          SUPERSEDED SURVEY CONTROL
 AB6092
 AB6092  ELLIP H (08/20/96)  201.03   (m)                       GP(       ) 4 2
 AB6092
 AB6092.Superseded values are not recommended for survey control.
 AB6092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6092.See file dsdata.txt to determine how the superseded data were derived.
 AB6092
 AB6092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD7591377295(NAD 83)
 AB6092_MARKER: I = METAL ROD
 AB6092_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6092_STAMPING: HOC GAR 1995
 AB6092_MARK LOGO: OHDT  
 AB6092_PROJECTION: FLUSH
 AB6092_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6092+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 AB6092_ROD/PIPE-DEPTH: 8.5  meters
 AB6092_SLEEVE-DEPTH  : 0.91 meters
 AB6092
 AB6092  HISTORY     - Date     Condition        Report By
 AB6092  HISTORY     - 1995     MONUMENTED       OHDT
 AB6092  HISTORY     - 20050618 GOOD             GEOCAC
 AB6092
 AB6092                          STATION DESCRIPTION
 AB6092
 AB6092'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CWP)
 AB6092'THE MARK IS LOCATED AT THE HOCKING COUNTY, OHIO DEPARTMENT OF
 AB6092'TRANSPORTATION GARAGE, APPROXIMATELY 0.23 KM (0.15 MI) SOUTH OF
 AB6092'OVERPASS OF US HIGHWAY 33 ON STATE ROUTE 664.  THE MARK IS TO THE LEFT
 AB6092'OF ENTRANCE DRIVE TO GARAGE AND DIRECTLY ACROSS FROM SECOND DRIVE TO
 AB6092'PARKING LOT FOR HOCKING COUNTY VISITORS CENTER.  TO REACH THE STATION
 AB6092'FROM US HIGHWAY 33 TAKE EXIT STATE ROUTE 664 SOUTH, FOR 0.23 KM (0.15
 AB6092'MI) TO THE ENTRANCE ROAD TO GARAGE SITE AND THE HOCKING COUNTY
 AB6092'VISITORS CENTER.  CONTINUE ON ENTRANCE ROAD TO SECOND ENTRANCE TO
 AB6092'VISITORS CENTER PARKING LOT.  ROD MARK IS DIRECTLY NORTH OF DRIVE.
 AB6092'THE MARK IS 11.50 M (37.73 FT) NORTH OF NORTH SIDE OF PAVED DRIVE,
 AB6092'31.70 M (104.00 FT) EAST OF LIGHT POLE AND 26.60 M (87.27 FT) WEST OF
 AB6092'LIGHT POLE.  THE MARK IS A STAINLESS STEEL ROD CLASS B MONUMENT FLUSH
 AB6092'WITH THE GROUND AND DRIVEN TO A DEPTH OF 8.5 M (27.9 FT) , ROD MARK IS
 AB6092'STAMPED --HOC GAR 1995--.  FIBERGLASS WITNESS POST IS 1.0 M (3.3 FT)
 AB6092'WEST OF MARK.  OWNERSHIP--STATE OF OHIO, DEPARTMENT OF TRANSPORTATION,
 AB6092'DISTRICT 10 DEPUTY DIRECTOR, MUSKINGUM DRIVE, MARIETTA, OHIO 45750.
 AB6092'THE MARK IS ACESSIBLE AT ALL TIMES. NOTE--SLEEVE DEPTH DOES NOT MEET
 AB6092'CLASS A REQUIREMENTS.
 AB6092
 AB6092                          STATION RECOVERY (2005)
 AB6092
 AB6092'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 AB6092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1856 ***********************************************************************
 DI1856  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1856  DESIGNATION -  HOCKING COUNTY CORS ARP
 DI1856  CORS_ID     -  OHHO
 DI1856  PID         -  DI1856
 DI1856  STATE/COUNTY-  OH/HOCKING
 DI1856  USGS QUAD   -  LOGAN (1992)
 DI1856
 DI1856                         *CURRENT SURVEY CONTROL
 DI1856  ___________________________________________________________________
 DI1856* NAD 83(CORS)-  39 32 07.27648(N)    082 26 37.87659(W)     ADJUSTED  
 DI1856* NAVD 88     -                                                        
 DI1856  ___________________________________________________________________
 DI1856  EPOCH DATE  -        2002.00
 DI1856  X           -     647,739.947 (meters)                     COMP
 DI1856  Y           -  -4,883,092.563 (meters)                     COMP
 DI1856  Z           -   4,038,462.174 (meters)                     COMP
 DI1856  ELLIP HEIGHT-         205.17  (meters)          (10/??/06) GPS OBS
 DI1856  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DI1856
 DI1856  HORZ ORDER  -  SPECIAL (CORS)
 DI1856  ELLP ORDER  -  SPECIAL (CORS)
 DI1856
 DI1856.ITRF positions are available for this station.
 DI1856.The coordinates were established by GPS observations
 DI1856.and adjusted by the National Geodetic Survey in October 2006..
 DI1856.The coordinates are valid at the epoch date displayed above.
 DI1856.The epoch date for horizontal control is a decimal equivalence
 DI1856.of Year/Month/Day.
 DI1856
 DI1856
 DI1856.The PID for the CORS L1 Phase Center is DI1857.
 DI1856
 DI1856.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1856
 DI1856.The ellipsoidal height was determined by GPS observations
 DI1856.and is referenced to NAD 83.
 DI1856
 DI1856.The geoid height was determined by GEOID03.
 DI1856
 DI1856;                    North         East     Units Scale Factor Converg.
 DI1856;SPC OH S     -   170,446.764   604,826.517   MT  0.99993937   +0 02 08.3
 DI1856
 DI1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1856!SPC OH S     -   0.99996781  x   0.99993937  =   0.99990718
 DI1856
 DI1856                          SUPERSEDED SURVEY CONTROL
 DI1856
 DI1856.No superseded survey control is available for this station.
 DI1856
 DI1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD7591977184(NAD 83)
 DI1856_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1856
 DI1856                          STATION DESCRIPTION
 DI1856
 DI1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1856'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1856'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1856'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1856'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1856'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 DI1857 ***********************************************************************
 DI1857  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1857  DESIGNATION -  HOCKING COUNTY CORS L1 PHASE CENTER
 DI1857  CORS_ID     -  OHHO
 DI1857  PID         -  DI1857
 DI1857  STATE/COUNTY-  OH/HOCKING
 DI1857  USGS QUAD   -  LOGAN (1992)
 DI1857
 DI1857                         *CURRENT SURVEY CONTROL
 DI1857  ___________________________________________________________________
 DI1857* NAD 83(CORS)-  39 32 07.27649(N)    082 26 37.87657(W)     ADJUSTED  
 DI1857* NAVD 88     -                                                        
 DI1857  ___________________________________________________________________
 DI1857  EPOCH DATE  -        2002.00
 DI1857  X           -     647,739.956 (meters)                     COMP
 DI1857  Y           -  -4,883,092.624 (meters)                     COMP
 DI1857  Z           -   4,038,462.225 (meters)                     COMP
 DI1857  ELLIP HEIGHT-         205.25  (meters)          (10/??/06) GPS OBS
 DI1857  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DI1857
 DI1857  HORZ ORDER  -  SPECIAL (CORS)
 DI1857  ELLP ORDER  -  SPECIAL (CORS)
 DI1857
 DI1857.ITRF positions are available for this station.
 DI1857.The coordinates were established by GPS observations
 DI1857.and adjusted by the National Geodetic Survey in October 2006..
 DI1857.The coordinates are valid at the epoch date displayed above.
 DI1857.The epoch date for horizontal control is a decimal equivalence
 DI1857.of Year/Month/Day.
 DI1857
 DI1857
 DI1857.The PID for the CORS ARP is DI1856.
 DI1857
 DI1857.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1857
 DI1857.The ellipsoidal height was determined by GPS observations
 DI1857.and is referenced to NAD 83.
 DI1857
 DI1857.The geoid height was determined by GEOID03.
 DI1857
 DI1857;                    North         East     Units Scale Factor Converg.
 DI1857;SPC OH S     -   170,446.765   604,826.517   MT  0.99993937   +0 02 08.3
 DI1857
 DI1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1857!SPC OH S     -   0.99996780  x   0.99993937  =   0.99990717
 DI1857
 DI1857                          SUPERSEDED SURVEY CONTROL
 DI1857
 DI1857.No superseded survey control is available for this station.
 DI1857
 DI1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD7591977184(NAD 83)
 DI1857_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1857
 DI1857                          STATION DESCRIPTION
 DI1857
 DI1857'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1857'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1857'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1857'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1857'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1857'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3496 ***********************************************************************
 KY3496  DESIGNATION -  HODGE
 KY3496  PID         -  KY3496
 KY3496  STATE/COUNTY-  OH/WAYNE
 KY3496  USGS QUAD   -  ORRVILLE (1994)
 KY3496
 KY3496                         *CURRENT SURVEY CONTROL
 KY3496  ___________________________________________________________________
 KY3496* NAD 83(1995)-  40 47 59.81703(N)    081 51 31.05949(W)     ADJUSTED  
 KY3496* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 KY3496  ___________________________________________________________________
 KY3496  X           -     684,768.941 (meters)                     COMP
 KY3496  Y           -  -4,786,657.186 (meters)                     COMP
 KY3496  Z           -   4,145,849.649 (meters)                     COMP
 KY3496  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 KY3496  ELLIP HEIGHT-         334.42  (meters)          (10/07/05) GPS OBS
 KY3496  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KY3496
 KY3496  HORZ ORDER  -  FIRST
 KY3496  ELLP ORDER  -  FOURTH    CLASS I
 KY3496
 KY3496.The horizontal coordinates were established by classical geodetic methods
 KY3496.and adjusted by the National Geodetic Survey in April 1998..
 KY3496
 KY3496.The orthometric height was scaled from a topographic map.
 KY3496
 KY3496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3496
 KY3496.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3496
 KY3496.The ellipsoidal height was determined by GPS observations
 KY3496.and is referenced to NAD 83.
 KY3496
 KY3496.The geoid height was determined by GEOID03.
 KY3496
 KY3496;                    North         East     Units Scale Factor Converg.
 KY3496;SPC OH N     -   126,045.300   654,121.614   MT  0.99995000   +0 25 16.9
 KY3496;UTM  17      - 4,516,904.544   427,569.806   MT  0.99966457   -0 33 39.8
 KY3496
 KY3496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3496!SPC OH N     -   0.99994754  x   0.99995000  =   0.99989755
 KY3496!UTM  17      -   0.99994754  x   0.99966457  =   0.99961213
 KY3496
 KY3496|---------------------------------------------------------------------|
 KY3496| PID    Reference Object                     Distance      Geod. Az  |
 KY3496|                                                           dddmmss.s |
 KY3496| CD1868 HODGE RM 1                           25.659 METERS 04715     |
 KY3496| KY3490 APPLE CREEK STATE HOSP TANK         APPROX. 4.1 KM 1473841.0 |
 KY3496| KY3489 APPLE CREEK STATE HOSP STACK        APPROX. 4.1 KM 1475854.2 |
 KY3496| KY3495 APPLE CREEK STATE HOSP DOME         APPROX. 4.2 KM 1533308.5 |
 KY3496| KY3482 FREDERICKSBURG BELL MICROWAVE       APPROX.16.5 KM 1742104.2 |
 KY3496| KY3500 WOOSTER RADIO STA WWST TOWER        APPROX. 3.9 KM 2602931.8 |
 KY3496| KY3504 WOOSTER CO CTHSE CLOCKTOWER         APPROX. 6.9 KM 2684023.0 |
 KY3496| KY3498 WOOSTER COLL PWR PLT STK            APPROX. 6.1 KM 2804609.2 |
 KY3496| KY3511 WOOSTER MUNICIPAL TANK              APPROX. 6.5 KM 2901230.9 |
 KY3496| KZ1751 EIGHT SQ SINCLAIR MICROWAVE         APPROX.17.2 KM 2915126.2 |
 KY3496| CD1869 HODGE RM 2                           32.278 METERS 31038     |
 KY3496| CD1867 HODGE AZ MK                                        3270536.7 |
 KY3496|---------------------------------------------------------------------|
 KY3496
 KY3496                          SUPERSEDED SURVEY CONTROL
 KY3496
 KY3496  ELLIP H (04/01/98)  334.46   (m)                       GP(       ) 4 1
 KY3496  NAD 83(1986)-  40 47 59.82581(N)    081 51 31.06528(W) AD(       ) 1
 KY3496  NAD 27      -  40 47 59.62346(N)    081 51 31.56183(W) AD(       ) 1
 KY3496
 KY3496.Superseded values are not recommended for survey control.
 KY3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3496.See file dsdata.txt to determine how the superseded data were derived.
 KY3496
 KY3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2757016905(NAD 83)
 KY3496_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3496+STABILITY: SURFACE MOTION
 KY3496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3496+SATELLITE: SATELLITE OBSERVATIONS - 1983
 KY3496
 KY3496  HISTORY     - Date     Condition        Report By
 KY3496  HISTORY     - 1959     MONUMENTED       CGS
 KY3496  HISTORY     - 1983     GOOD             NGS
 KY3496
 KY3496                          STATION DESCRIPTION
 KY3496
 KY3496'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3496'THE STATION IS ABOUT 4.0 MILES EAST OF WOOSTER, 0.2 MILE NORTH OF
 KY3496'U.S. HIGHWAY 30, IN THE
 KY3496'SOUTHWEST 1/4 OF SECTION 5, T-16-N, R-12-W, ON PROPERTY OWNED BY MR.
 KY3496'CLAYTON HODGE.
 KY3496'
 KY3496'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 250 AND 30 IN
 KY3496'WOOSTER, GO EAST ON HIGHWAY 30
 KY3496'FOR 4.2 MILES TO SIDE ROAD ON THE LEFT.  (TURN LEFT AND GO NORTH
 KY3496'0.25 MILE TO THE AZIMUTH MARK ON THE
 KY3496'LEFT NEAR A TELEPHONE POLE.) CONTINUE STRAIGHT
 KY3496'AHEAD ON HIGHWAY 30 FOR 0.1 MILE TO A PRIVATE DRIVEWAY
 KY3496'ON THE LEFT.  TURN LEFT AND GO
 KY3496'NORTH, PASSING TO THE RIGHT OF A HOUSE, 0.1 MILE TO A BOARD GATE ON
 KY3496'THE LEFT JUST BEFORE REACHING A BARN
 KY3496'ON THE LEFT.  TURN LEFT, PASS THROUGH GATE, AND GO WESTERLY ACROSS
 KY3496'PASTURE 0.1 MILE TO THE HIGHEST PART OF
 KY3496'THE HILL AND THE STATION JUST EAST OF A FENCELINE.
 KY3496'
 KY3496'STATION MARKS ARE STANDARD DISKS STAMPED HODGE 1959.  THE SURFACE
 KY3496'DISK IS SET IN A SQUARE
 KY3496'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 66 FEET
 KY3496'SOUTH OF A T-FENCE CORNER POST, 30
 KY3496'FEET NORTHEAST OF A T-FENCE CORNER POST AND 16 FEET SOUTHWEST
 KY3496'OF A 6-INCH TWIN-TRUNKED ELM TREE.  A
 KY3496'STANDARD METAL WITNESS POST WAS SET 14.8 FEET
 KY3496'WEST OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN
 KY3496'IRREGULAR MASS OF CONCRETE 20 INCHES
 KY3496'BELOW THE SURFACE OF THE GROUND.
 KY3496'
 KY3496'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HODGE NO 1 1959, IS SET
 KY3496'IN A SQUARE CONCRETE POST
 KY3496'WHICH PROJECTS 6 INCHES.  IT IS 80 FEET EAST OF THE T-FENCE CORNER
 KY3496'POST AND 1 FOOT SOUTH OF AN EAST-WEST
 KY3496'FENCELINE.
 KY3496'
 KY3496'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HODGE NO 2 1959, IS SET
 KY3496'IN A SQUARE CONCRETE POST
 KY3496'WHICH PROJECTS 6 INCHES.  IT IS 63 FEET WEST OF THE T-FENCE CORNER
 KY3496'POST AND 1 FOOT SOUTH OF AN EAST-WEST
 KY3496'FENCELINE.
 KY3496'
 KY3496'AZIMUTH MARK IS A STANDARD DISK STAMPED HODGE 1959, SET IN A SQUARE
 KY3496'CONCRETE POST WHICH PROJECTS 6
 KY3496'INCHES.  IT IS 18 FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD
 KY3496'AND 1 FOOT SOUTH OF A TELEPHONE
 KY3496'POLE.  A STANDARD METAL POST WAS SET 1.2 FEET WEST
 KY3496'OF THE MARK.
 KY3496'
 KY3496'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KY3496
 KY3496                          STATION RECOVERY (1983)
 KY3496
 KY3496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY3496'RECOVERED AS DRSCRIBED IN GOOD CONDITION.
 KY3496'
 KY3496'THIS STATION WAS OCCUPIED BY THE GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1437 ***********************************************************************
 MB1437  DESIGNATION -  HOERBELT
 MB1437  PID         -  MB1437
 MB1437  STATE/COUNTY-  OH/SUMMIT
 MB1437  USGS QUAD   -  PENINSULA (1994)
 MB1437
 MB1437                         *CURRENT SURVEY CONTROL
 MB1437  ___________________________________________________________________
 MB1437* NAD 83(1995)-  41 07 41.96263(N)    081 32 31.63101(W)     ADJUSTED  
 MB1437* NAVD 88     -       274.301  (meters)     899.94   (feet)  ADJUSTED  
 MB1437  ___________________________________________________________________
 MB1437  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 MB1437  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB1437  DYNAMIC HT  -         274.182 (meters)     899.55  (feet)  COMP
 MB1437  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 MB1437
 MB1437  HORZ ORDER  -  FIRST
 MB1437  VERT ORDER  -  FIRST     CLASS II
 MB1437
 MB1437.The horizontal coordinates were established by classical geodetic methods
 MB1437.and adjusted by the National Geodetic Survey in April 1998..
 MB1437
 MB1437.The orthometric height was determined by differential leveling
 MB1437.and adjusted by the National Geodetic Survey in June 1991..
 MB1437
 MB1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1437
 MB1437.The geoid height was determined by GEOID03.
 MB1437
 MB1437.The dynamic height is computed by dividing the NAVD 88
 MB1437.geopotential number by the normal gravity value computed on the
 MB1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1437.degrees latitude (g = 980.6199 gals.).
 MB1437
 MB1437.The modeled gravity was interpolated from observed gravity values.
 MB1437
 MB1437;                    North         East     Units Scale Factor Converg.
 MB1437;SPC OH N     -   162,752.826   680,428.460   MT  0.99993970   +0 37 45.4
 MB1437;UTM  17      - 4,553,143.886   454,495.349   MT  0.99962548   -0 21 23.7
 MB1437
 MB1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1437!SPC OH N     -   0.99996223  x   0.99993970  =   0.99990193
 MB1437!UTM  17      -   0.99996223  x   0.99962548  =   0.99958772
 MB1437
 MB1437:                Primary Azimuth Mark                     Grid Az
 MB1437:SPC OH N     -  VALLEY                                   128 21 20.2
 MB1437:UTM  17      -  VALLEY                                   129 20 29.3
 MB1437
 MB1437|---------------------------------------------------------------------|
 MB1437| PID    Reference Object                     Distance      Geod. Az  |
 MB1437|                                                           dddmmss.s |
 MB1437| MB1398 VALLEY                              APPROX. 1.4 KM 1285905.6 |
 MB1437|---------------------------------------------------------------------|
 MB1437
 MB1437                          SUPERSEDED SURVEY CONTROL
 MB1437
 MB1437  NAD 83(1986)-  41 07 41.96974(N)    081 32 31.63439(W) AD(       ) 1
 MB1437  NAD 27      -  41 07 41.77348(N)    081 32 32.19675(W) AD(       ) 1
 MB1437  NGVD 29 (??/??/92)  274.500  (m)          900.59   (f) ADJ UNCH    1 2
 MB1437
 MB1437.Superseded values are not recommended for survey control.
 MB1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1437.See file dsdata.txt to determine how the superseded data were derived.
 MB1437
 MB1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5449553144(NAD 83)
 MB1437_MARKER: DD = SURVEY DISK
 MB1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1437_STAMPING: HOERBELT
 MB1437_MARK LOGO: OH0070
 MB1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1437+STABILITY: SURFACE MOTION
 MB1437
 MB1437  HISTORY     - Date     Condition        Report By
 MB1437  HISTORY     - 1963     MONUMENTED       OH0070
 MB1437  HISTORY     - 1964     GOOD             CGS
 MB1437
 MB1437                          STATION DESCRIPTION
 MB1437
 MB1437'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB1437'STATION IS ABOUT 3-1/2 MILES NORTH-NORTHWEST OF DOWNTOWN AKRON, 0.2
 MB1437'MILE WEST OF THE CUYAHOGA
 MB1437'RIVER, ABOUT 200 FEET NORTHWEST OF THE INTERSECTION OF MERRIMAN ROAD
 MB1437'AND THE ENTRANCE TO SAND RUN
 MB1437'METROPOLITAN PARK AND NEAR THE EAST EDGE OF THE PARK.  THE MARK
 MB1437'IS 4 FEET SOUTHWEST OF AN 8 INCH OAK TREE,
 MB1437'8 FEET NORTH OF AN 8 INCH ASH TREE AND 121
 MB1437'FEET NORTH OF A PARK SIGN TREATY LINE CAMP.  IT IS A CITY OF
 MB1437'AKRON DISK STAMPED HOERBELT
 MB1437'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 MB1437'THE SURFACE OF A 3 FOOT
 MB1437'SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
 MB1437'
 MB1437'TO REACH FROM THE INTERSECTION OF NORTH PORTAGE PATH AND MERRIMAN
 MB1437'ROAD, GO SOUTHWESTERLY ON MERRIMAN
 MB1437'ROAD FOR 0.6 MILE TO THE ENTRANCE TO SAND RUN METROPOLITAN PARK ON
 MB1437'THE RIGHT AND A LARGE PARK
 MB1437'SIGN TREATY LINE CAMP AND THE STATION NORTHWEST OF THE SIGN.
 MB1437
 MB1437                          STATION RECOVERY (1964)
 MB1437
 MB1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 MB1437'AT AKRON.
 MB1437'AT AKRON, 0.6 MILE EAST AND SOUTH ALONG MERRIMAN ROAD FROM ITS
 MB1437'INTERSECTION WITH NORTH PORTAGE PATH, 200 FEET NORTHWEST OF THE
 MB1437'JUNCTION OF MERRIMAN ROAD AND ENTRANCE ROAD TO SAND RUN METROPOLITAN
 MB1437'PARK, 138 FEET WEST OF THE CENTER LINE OF MERRIMAN ROAD,112
 MB1437'FEET NORTH OF THE CENTER LINE OF ROAD LEADING THROUGH PARK, 121
 MB1437'FEET NORTHWEST OF A SIGN TREATY LINE CAMP, 8 1/2 FEET NORTH OF
 MB1437'A 10-INCH ASH TREE, 4 FEET SOUTHWEST OF AN 8-INCH OAK TREE WITH
 MB1437'SMALL BLAZE, 20 FEET ABOVE THE LEVEL OF THE PARK ROAD, AND SET
 MB1437'IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF THE
 MB1437'GROUND ACCESS TO WHICH IS HAD THROUGH A 9-INCH CAST IRON COVER
 MB1437'MARKED AKRON SURVEY 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3407 ***********************************************************************
 JZ3407  DESIGNATION -  HOGAN
 JZ3407  PID         -  JZ3407
 JZ3407  STATE/COUNTY-  OH/BUTLER
 JZ3407  USGS QUAD   -  GREENHILLS (1981)
 JZ3407
 JZ3407                         *CURRENT SURVEY CONTROL
 JZ3407  ___________________________________________________________________
 JZ3407* NAD 83(1995)-  39 21 42.72319(N)    084 30 59.45991(W)     ADJUSTED  
 JZ3407* NAVD 88     -       185.1    (meters)     607.     (feet)  VERTCON   
 JZ3407  ___________________________________________________________________
 JZ3407  X           -     471,875.467 (meters)                     COMP
 JZ3407  Y           -  -4,915,466.031 (meters)                     COMP
 JZ3407  Z           -   4,023,554.264 (meters)                     COMP
 JZ3407  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 JZ3407  ELLIP HEIGHT-         151.54  (meters)          (04/01/98) GPS OBS
 JZ3407  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JZ3407
 JZ3407  HORZ ORDER  -  THIRD
 JZ3407  ELLP ORDER  -  FOURTH    CLASS I
 JZ3407
 JZ3407.This mark is at Hamilton-Fairfield Airport (HAO)
 JZ3407
 JZ3407.The horizontal coordinates were established by GPS observations
 JZ3407.and adjusted by the National Geodetic Survey in April 1998..
 JZ3407
 JZ3407.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3407
 JZ3407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3407
 JZ3407.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3407
 JZ3407.The ellipsoidal height was determined by GPS observations
 JZ3407.and is referenced to NAD 83.
 JZ3407
 JZ3407.The geoid height was determined by GEOID03.
 JZ3407
 JZ3407;                    North         East     Units Scale Factor Converg.
 JZ3407;SPC OH S     -   153,125.568   426,235.259   MT  0.99993598   -1 16 46.3
 JZ3407;UTM  16      - 4,359,876.609   713,962.733   MT  1.00016370   +1 34 32.4
 JZ3407
 JZ3407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3407!SPC OH S     -   0.99997623  x   0.99993598  =   0.99991221
 JZ3407!UTM  16      -   0.99997623  x   1.00016370  =   1.00013992
 JZ3407
 JZ3407:                Primary Azimuth Mark                     Grid Az
 JZ3407:SPC OH S     -  HOGAN AZ MK                              290 39 21.9
 JZ3407:UTM  16      -  HOGAN AZ MK                              287 48 03.2
 JZ3407
 JZ3407|---------------------------------------------------------------------|
 JZ3407| PID    Reference Object                     Distance      Geod. Az  |
 JZ3407|                                                           dddmmss.s |
 JZ3407| JZ3410 HOGAN AZ MK                         APPROX. 1.1 KM 2892235.6 |
 JZ3407|---------------------------------------------------------------------|
 JZ3407
 JZ3407                          SUPERSEDED SURVEY CONTROL
 JZ3407
 JZ3407  NAD 83(1995)-  39 21 42.72767(N)    084 30 59.46749(W) AD(       ) 3
 JZ3407  NAD 83(1986)-  39 21 42.72835(N)    084 30 59.46755(W) AD(       ) 3
 JZ3407  NAD 27      -  39 21 42.52358(N)    084 30 59.65570(W) AD(       ) 3
 JZ3407  NGVD 29 (02/23/89)  185.3    (m)          608.     (f) GPS OBS        
 JZ3407
 JZ3407.Superseded values are not recommended for survey control.
 JZ3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3407.See file dsdata.txt to determine how the superseded data were derived.
 JZ3407
 JZ3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1396359877(NAD 83)
 JZ3407_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ3407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3407_SP_SET: CONCRETE POST
 JZ3407_STAMPING: HOGAN 1986
 JZ3407_MARK LOGO: NGS   
 JZ3407_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3407+STABILITY: SURFACE MOTION
 JZ3407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3407+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1987
 JZ3407
 JZ3407  HISTORY     - Date     Condition        Report By
 JZ3407  HISTORY     - 1986     MONUMENTED       NGS
 JZ3407  HISTORY     - 19870812 GOOD
 JZ3407
 JZ3407                          STATION DESCRIPTION
 JZ3407
 JZ3407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3407'THE STATION IS LOCATED ABOUT 18 MILES NORTH OF CINCINNATI, 2.5 MILES
 JZ3407'SOUTHEAST OF HAMILTON, AT THE HAMILTON AIRPORT, 0.5 MILES EAST OF THE
 JZ3407'AIRPORT OFFICE, AT THE EAST END OF THE RUNWAY AND BETWEEN THE
 JZ3407'RUNWAY AND TAXIWAY.  THE AZIMUTH MARK IS 0.6 MILES WEST OF THE
 JZ3407'STATION, 0.2 MILES NORTHWEST OF THE OFFICE AND BETWEEN THE RUNWAY
 JZ3407'AND TAXIWAY.  AIRPORT MANAGER JOHN OR ART HOGAN, TELEPHONE 513-863-
 JZ3407'4447.
 JZ3407'TO REACH FROM THE JUNCTION OF INTERSTATE 275 AND STATE ROUTE 4, ABOUT
 JZ3407'7 MILES SOUTH-SOUTHEAST OF HAMILTON, GO NORTH AND NORTHWEST 2.5 MILES
 JZ3407'ON ROUTE 4 TO THE JUNCTION WITH STATE ROUTE 4 BYPASS, CONTINUE NORTH-
 JZ3407'WEST 3.5 MILES ON ROUTE 4 TO A RAILROAD OVERPASS, CONTINUE NORTH 0.5
 JZ3407'MILES ON ROUTE 4 TO JUNCTION WITH BOBMEYER ROAD, TURN RIGHT AND GO
 JZ3407'1.1 MILE EAST ON BOBMEYER ROAD TO THE AIRPORT OFFICE ON THE LEFT AND
 JZ3407'THE STATION AS DESCRIBED.
 JZ3407'THE STATION MARKS ARE STANDARD DISKS STAMPED HOGAN 1986.  THE SURFACE
 JZ3407'MARK IS SET IN A 28 CM (11 INCH) DIAMETER CONCRETE MONUMENT RECESSED 1
 JZ3407'CM IT IS 83.2 METERS (273 FEET) WEST-SOUTHWEST OF THE NORTHEAST
 JZ3407'CORNER OF THE RUNWAY, 53.2 METERS ( 175 FEET) EAST OF A  WINDSOCK,
 JZ3407'30.8 METERS (101 FEET) SOUTHWEST OF THE CENTER OF THE RUNWAY, 16.3
 JZ3407'METERS (53.5 FEET) SOUTH-SOUTHEAST OF THE CENTER ONE OF THREE RUNWAY
 JZ3407'THRESHOLD LIGHTS, 15.6 METERS (51. FEET) WEST OF A LIGHT AT THE
 JZ3407'CORNER OF THE RUNWAY AND TAXIWAY, 11.7 METERS (38.4 FEET) NORTH-
 JZ3407'NORTHWEST OF THE CENTER OF THE TAXIWAY, AND 4.3 METERS (14.1 FEET)
 JZ3407'NORTH-NORTHWEST OF A CHISELED GROOVE IN THE NORTH EDGE OF THE TAXIWAY.
 JZ3407'THE UNDERGROUND MARK IS RECESSED 90 CM ( 36 INCHES).
 JZ3407'TYPED BY JAMES MALONEY 9/06/87.
 JZ3407
 JZ3407                          STATION RECOVERY (1987)
 JZ3407
 JZ3407'RECOVERED 1987
 JZ3407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3410 ***********************************************************************
 JZ3410  CBN         -  This is a Cooperative Base Network Control Station.
 JZ3410  PACS        -  This is a Primary Airport Control Station.
 JZ3410  DESIGNATION -  HOGAN AZ MK
 JZ3410  PID         -  JZ3410
 JZ3410  STATE/COUNTY-  OH/BUTLER
 JZ3410  USGS QUAD   -  GREENHILLS (1981)
 JZ3410
 JZ3410                         *CURRENT SURVEY CONTROL
 JZ3410  ___________________________________________________________________
 JZ3410* NAD 83(1995)-  39 21 54.34471(N)    084 31 42.03774(W)     ADJUSTED  
 JZ3410* NAVD 88     -       190.51   (meters)     625.0    (feet)  RESET     
 JZ3410  ___________________________________________________________________
 JZ3410  X           -     470,839.508 (meters)                     COMP
 JZ3410  Y           -  -4,915,341.144 (meters)                     COMP
 JZ3410  Z           -   4,023,834.739 (meters)                     COMP
 JZ3410  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 JZ3410  ELLIP HEIGHT-         156.86  (meters)          (03/08/05) GPS OBS
 JZ3410  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ3410
 JZ3410  HORZ ORDER  -  B
 JZ3410  VERT ORDER  -  THIRD
 JZ3410  ELLP ORDER  -  FOURTH    CLASS II
 JZ3410
 JZ3410.This mark is at Hamilton-Fairfield Airport (HAO)
 JZ3410
 JZ3410.The horizontal coordinates were established by GPS observations
 JZ3410.and adjusted by the National Geodetic Survey in August 1996..
 JZ3410
 JZ3410.The orthometric height was computed from unverified reset data.
 JZ3410.No vertical observational check was made to the station.
 JZ3410
 JZ3410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3410
 JZ3410.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3410
 JZ3410.The ellipsoidal height was determined by GPS observations
 JZ3410.and is referenced to NAD 83.
 JZ3410
 JZ3410.The geoid height was determined by GEOID03.
 JZ3410
 JZ3410;                    North         East     Units Scale Factor Converg.
 JZ3410;SPC OH S     -   153,506.684   425,224.323   MT  0.99993596   -1 17 13.3
 JZ3410;UTM  16      - 4,360,206.968   712,933.836   MT  1.00015829   +1 34 05.7
 JZ3410
 JZ3410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3410!SPC OH S     -   0.99997539  x   0.99993596  =   0.99991135
 JZ3410!UTM  16      -   0.99997539  x   1.00015829  =   1.00013368
 JZ3410
 JZ3410|---------------------------------------------------------------------|
 JZ3410| PID    Reference Object                     Distance      Geod. Az  |
 JZ3410|                                                           dddmmss.s |
 JZ3410| AD8834 HAO B                               337.182 METERS 27431     |
 JZ3410|---------------------------------------------------------------------|
 JZ3410
 JZ3410                          SUPERSEDED SURVEY CONTROL
 JZ3410
 JZ3410  ELLIP H (08/20/96)  156.91   (m)                       GP(       ) 4 2
 JZ3410  NAD 83(1995)-  39 21 54.34898(N)    084 31 42.04537(W) AD(       ) 3
 JZ3410  NAD 83(1986)-  39 21 54.34965(N)    084 31 42.04544(W) AD(       ) 3
 JZ3410  NAD 27      -  39 21 54.14516(N)    084 31 42.23203(W) AD(       ) 3
 JZ3410  NGVD 29 (10/13/05)  190.69   (m)          625.6    (f) RESET       3  
 JZ3410
 JZ3410.Superseded values are not recommended for survey control.
 JZ3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3410.See file dsdata.txt to determine how the superseded data were derived.
 JZ3410
 JZ3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1293460207(NAD 83)
 JZ3410_MARKER: DZ = AZIMUTH MARK DISK
 JZ3410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3410_SP_SET: CONCRETE POST
 JZ3410_STAMPING: HOGAN 1986
 JZ3410_MARK LOGO: NGS   
 JZ3410_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3410+STABILITY: SURFACE MOTION
 JZ3410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3410+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1995
 JZ3410
 JZ3410  HISTORY     - Date     Condition        Report By
 JZ3410  HISTORY     - 1986     MONUMENTED       NGS
 JZ3410  HISTORY     - 19870812 GOOD
 JZ3410  HISTORY     - 19951010 GOOD             NGS
 JZ3410
 JZ3410                          STATION DESCRIPTION
 JZ3410
 JZ3410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3410'THE STATION IS LOCATED ABOUT 18 MILES NORTH OF CINCINNATI, 2.5 MILES
 JZ3410'SOUTHEAST OF HAMILTON, AT THE HAMILTON AIRPORT, 0.5 MILES EAST OF THE
 JZ3410'AIRPORT OFFICE, AT THE EAST END OF THE RUNWAY AND BETWEEN THE
 JZ3410'RUNWAY AND TAXIWAY.  THE AZIMUTH MARK IS 0.6 MILES WEST OF THE
 JZ3410'STATION, 0.2 MILES NORTHWEST OF THE OFFICE AND BETWEEN THE RUNWAY
 JZ3410'AND TAXIWAY.  AIRPORT MANAGER JOHN OR ART HOGAN, TELEPHONE 513-863-
 JZ3410'4447.
 JZ3410'TO REACH FROM THE JUNCTION OF INTERSTATE 275 AND STATE ROUTE 4, ABOUT
 JZ3410'7 MILES SOUTH-SOUTHEAST OF HAMILTON, GO NORTH AND NORTHWEST 2.5 MILES
 JZ3410'ON ROUTE 4 TO THE JUNCTION WITH STATE ROUTE 4 BYPASS, CONTINUE NORTH-
 JZ3410'WEST 3.5 MILES ON ROUTE 4 TO A RAILROAD OVERPASS, CONTINUE NORTH 0.5
 JZ3410'MILES ON ROUTE 4 TO JUNCTION WITH BOBMEYER ROAD, TURN RIGHT AND GO
 JZ3410'1.1 MILE EAST ON BOBMEYER ROAD TO THE AIRPORT OFFICE ON THE LEFT AND
 JZ3410'THE STATION AS DESCRIBED.
 JZ3410'THE AZIMUTH MARKS ARE STANDARD DISKS STAMPED --HOGAN 1986--.  THE
 JZ3410'SURFACE MARK IS SET IN A 28 CM (11 INCH) DIAMETER, FLUSH CONCRETE
 JZ3410'MONUMENT, 63.1 METERS (207 FEET) NORTH EDGE OF THE EAST-WEST
 JZ3410'TAXIWAY, 373.7 METERS (124 FEET) SOUTH OF THE SOUTH EDGE OF THE
 JZ3410'RUNWAY, 11.34 METERS (37.2 FEET) WEST OF THE WEST EDGE OF A NORTH-
 JZ3410'SOUTH TAXIWAY AND LEVEL WITH SAME.  THE UNDERGROUND MARK IS RECESSED
 JZ3410'90 CM  ( 36 INCHES).
 JZ3410'TYPED BY JAMES MALONEY 9/06/87.
 JZ3410
 JZ3410                          STATION RECOVERY (1987)
 JZ3410
 JZ3410'RECOVERED 1987
 JZ3410'RECOVERED IN GOOD CONDITION.
 JZ3410
 JZ3410                          STATION RECOVERY (1995)
 JZ3410
 JZ3410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JZ3410'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) NORTH OF CINCINNATI,
 JZ3410'OH.  AND ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF HAMILTON, OH., AT THE
 JZ3410'HAMILTON-FAIRFIELD AIRPORT.  IN THE GRASS, WEST-NORTHWEST OF THE MID
 JZ3410'FIELD RAMP, AND SOUTH-SOUTHWEST OF THE RUNWAY.  OWNERSHIP--CITYS OF
 JZ3410'HAMILTON AND FAIRFIELD AND BUTLER COUNTY, 2820 BOBMEYER ROAD,
 JZ3410'HAMILTON, OH.  45015.  AIRPORT MANAGER RON MERSCH, PHONE 513-863-4447.
 JZ3410'NOTE--THIS STATION WAS SELECTED AS A (PACS) .  TO REACH THE STATION
 JZ3410'FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND STATE HIGHWAY 4, ABOUT
 JZ3410'11.2 KM (6.95 MI) SOUTH-SOUTHEAST OF HAMILTON, GO NORTH AND NORTHEAST
 JZ3410'3.9 KM (2.40 MI) ALONG HIGHWAY 4 TO THE JUNCTION WITH STATE HIGHWAY 4
 JZ3410'BYPASS.  CONTINUE NORTHWEST, 5.6 KM (3.45 MI) ALONG HIGHWAY 4 TO A
 JZ3410'RAILROAD OVERPASS.  CONTINUE NORTH, 0.8 KM (0.50 MI) ALONG HIGHWAY 4
 JZ3410'TO BOBMEYER ROAD ON THE RIGHT.  TURN RIGHT, EASTERLY, 1.25 KM (0.75
 JZ3410'MI) ALONG BOBMEYER ROAD TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.
 JZ3410'TURN LEFT, SOUTHEAST, 0.44 KM (0.25 MI) TO THE AIRPORT OFFICE ON THE
 JZ3410'LEFT.  TURN LEFT, NORTHEAST, 0.06 KM (0.05 MI) ACROSS APRON TO THE
 JZ3410'TAXI.  TURN LEFT, NORTHWEST, 0.19 KM (0.10 MI) ALONG TAXI TO A RAMP.
 JZ3410'TURN RIGHT, NORTHEAST, 0.07 KM (0.05 MI) ALONG RAMP TO THE STATION ON
 JZ3410'THE LEFT.  STATION IS 49.9 M (163.7 FT) SOUTH-SOUTHWEST OF THE RUNWAY
 JZ3410'CENTERLINE, 17.8 M (58.4 FT) NORTH OF A TAXI LIGHT, 15.1 M (49.5 FT)
 JZ3410'WEST-NORTHWEST OF THE RAMP CENTERLINE, AND THE MONUMENT IS LEVEL WITH
 JZ3410'THE RAMP AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2090 ***********************************************************************
 JX2090  DESIGNATION -  HOHMAN
 JX2090  PID         -  JX2090
 JX2090  STATE/COUNTY-  OH/WASHINGTON
 JX2090  USGS QUAD   -  RINARD MILLS (1994)
 JX2090
 JX2090                         *CURRENT SURVEY CONTROL
 JX2090  ___________________________________________________________________
 JX2090* NAD 83(1995)-  39 33 05.48615(N)    081 10 54.84496(W)     ADJUSTED  
 JX2090* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 JX2090  ___________________________________________________________________
 JX2090  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 JX2090  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JX2090
 JX2090  HORZ ORDER  -  THIRD
 JX2090
 JX2090.The horizontal coordinates were established by classical geodetic methods
 JX2090.and adjusted by the National Geodetic Survey in April 1998..
 JX2090
 JX2090.The orthometric height was scaled from a topographic map.
 JX2090
 JX2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2090
 JX2090.The geoid height was determined by GEOID03.
 JX2090
 JX2090;                    North         East     Units Scale Factor Converg.
 JX2090;SPC OH S     -   173,067.171   713,279.612   MT  0.99994015   +0 50 10.9
 JX2090;UTM  17      - 4,377,998.489   484,371.848   MT  0.99960301   -0 06 57.0
 JX2090
 JX2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2090!SPC OH S     -   0.99995044  x   0.99994015  =   0.99989060
 JX2090!UTM  17      -   0.99995044  x   0.99960301  =   0.99955347
 JX2090
 JX2090:                Primary Azimuth Mark                     Grid Az
 JX2090:SPC OH S     -  HOHMAN AZ MK                             067 54 08.0
 JX2090:UTM  17      -  HOHMAN AZ MK                             068 51 15.9
 JX2090
 JX2090|---------------------------------------------------------------------|
 JX2090| PID    Reference Object                     Distance      Geod. Az  |
 JX2090|                                                           dddmmss.s |
 JX2090| CD1872 HOHMAN AZ MK                                       0684418.9 |
 JX2090| CD1873 HOHMAN RM 1                          48.838 METERS 25044     |
 JX2090| CD1874 HOHMAN RM 2                          44.720 METERS 35119     |
 JX2090|---------------------------------------------------------------------|
 JX2090
 JX2090                          SUPERSEDED SURVEY CONTROL
 JX2090
 JX2090  NAD 83(1986)-  39 33 05.49187(N)    081 10 54.85335(W) AD(       ) 3
 JX2090  NAD 27      -  39 33 05.22360(N)    081 10 55.44900(W) AD(       ) 3
 JX2090
 JX2090.Superseded values are not recommended for survey control.
 JX2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2090.See file dsdata.txt to determine how the superseded data were derived.
 JX2090
 JX2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD8437277998(NAD 83)
 JX2090_MARKER: DS = TRIANGULATION STATION DISK
 JX2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2090_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2090
 JX2090  HISTORY     - Date     Condition        Report By
 JX2090  HISTORY     - 1963     MONUMENTED       CGS
 JX2090
 JX2090                          STATION DESCRIPTION
 JX2090
 JX2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2090'NO MEASUREMENT BETWEEN RMS, TREES ON LINE.
 JX2090'
 JX2090'THE STATION IS LOCATED ABOUT 7 MILES WEST NORTHWEST OF NEW MATAMORAS,
 JX2090'8 MILES SOUTH OF
 JX2090'GRAYSVILLE, 11 MILES NORTH OF ST. MARYS AND 3/4 MILE NORTH OF THE
 JX2090'SMALL SETTLEMENT OF HOHMAN,
 JX2090'IN SECTION 15, R. 6 W, T. 3 N.  IT IS 111 FEET EAST OF A WIRE
 JX2090'FENCE, 126 FEET EAST OF THE CENTER LINE
 JX2090'OF A TRACK ROAD, AND 148 FEET SOUTHWEST OF A
 JX2090'WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK
 JX2090'IS STAMPED HOHMAN 1963.
 JX2090'
 JX2090'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND 260 IN
 JX2090'NEW MATAMORAS, GO WESTERLY ON
 JX2090'STATE HIGHWAY 260 FOR 2.7 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 JX2090'CONTINUE WESTERLY ON STATE HIGHWAY 260
 JX2090'FOR 4.6 MILES TO WHERE STATE HIGHWAY 260 TURNS RIGHT
 JX2090'AND GOES NORTH AND A GRAVEL ROAD GOES SOUTH.
 JX2090'TURN RIGHT AND FOLLOW STATE HIGHWAY 260
 JX2090'NORTH AND WEST FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 JX2090'GO NORTH ON THE GRAVEL ROAD FOR 0.1
 JX2090'MILE TO A FORK, TAKE LEFT FORK AND CONTINUE NORTH ON THE MAIN GRAVEL
 JX2090'ROAD FOR 0.5 MILE TO A FORK AND
 JX2090'BOARD GATE ON THE RIGHT, KEEP THE LEFT FORK AND CONTINUE
 JX2090'NORTH ON THE MAIN GRAVEL ROAD FOR 0.15 MILE
 JX2090'TO A ROAD RIGHT.  TURN RIGHT THROUGH POLE
 JX2090'GATE AND GO ABOUT 100 YARDS TO THE HIGHEST POINT OF THE HILL
 JX2090'IN THE PASTURE AND STATION.
 JX2090'
 JX2090'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 260 AND
 JX2090'COUNTY ROAD 138 (ABOUT 2-1/2
 JX2090'MILES WEST OF NEW MATAMORAS), GO NORTHWEST ON COUNTY ROAD 138 FOR 1.9
 JX2090'MILES TO A FORK.  KEEP TO THE LEFT
 JX2090'FORK AND CONTINUE ON COUNTY ROAD 138 FOR 1.15 MILES
 JX2090'TO A SIDE ROAD LEFT, CONTINUE ON COUNTY ROAD 138 FOR
 JX2090'0.4 MILE TO THE AZIMUTH MARK
 JX2090'AND WITNESS POST.
 JX2090'
 JX2090'REFERENCE MARK 1 IS 13 FEET NORTHEAST OF THE CENTER LINE OF TRACK
 JX2090'ROAD AND 1 FOOT NORTHEAST OF A
 JX2090'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HOHMAN NO
 JX2090'1 1963.
 JX2090'
 JX2090'REFERENCE MARK 2 IS 14 FEET EAST OF THE CENTER LINE OF THE TRACK
 JX2090'ROAD, 3 FEET SOUTH OF A
 JX2090'WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH
 JX2090'AND THE DISK IS STAMPED HOHMAN NO
 JX2090'2 1963.
 JX2090'
 JX2090'THE AZIMUTH MARK IS 15 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 JX2090'138, 2 FEET NORTH OF A WITNESS
 JX2090'POST AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH
 JX2090'AND THE DISK IS STAMPED HOHMAN 1963.
 JX2090'
 JX2090'THE STATION IS LOCATED ON PROPERTY OWNED BY MR. C.R. CHAPMAN.
 JX2090'
 JX2090'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3455 ***********************************************************************
 KY3455  DESIGNATION -  HOHMAN
 KY3455  PID         -  KY3455
 KY3455  STATE/COUNTY-  OH/SUMMIT
 KY3455  USGS QUAD   -  CANAL FULTON (1994)
 KY3455
 KY3455                         *CURRENT SURVEY CONTROL
 KY3455  ___________________________________________________________________
 KY3455* NAD 83(1995)-  40 59 30.09281(N)    081 31 59.90852(W)     ADJUSTED  
 KY3455* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 KY3455  ___________________________________________________________________
 KY3455  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 KY3455  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KY3455
 KY3455  HORZ ORDER  -  THIRD
 KY3455
 KY3455.The horizontal coordinates were established by classical geodetic methods
 KY3455.and adjusted by the National Geodetic Survey in April 1998..
 KY3455
 KY3455.The orthometric height was scaled from a topographic map.
 KY3455
 KY3455.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3455
 KY3455.The geoid height was determined by GEOID03.
 KY3455
 KY3455;                    North         East     Units Scale Factor Converg.
 KY3455;SPC OH N     -   147,589.331   681,336.483   MT  0.99994002   +0 38 06.2
 KY3455;UTM  17      - 4,537,971.788   455,142.264   MT  0.99962477   -0 20 59.4
 KY3455
 KY3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3455!SPC OH N     -   0.99995270  x   0.99994002  =   0.99989272
 KY3455!UTM  17      -   0.99995270  x   0.99962477  =   0.99957749
 KY3455
 KY3455|---------------------------------------------------------------------|
 KY3455| PID    Reference Object                     Distance      Geod. Az  |
 KY3455|                                                           dddmmss.s |
 KY3455| CD1870 HOHMAN RM 1                          19.603 METERS 07508     |
 KY3455| CD1871 HOHMAN RM 2                           5.494 METERS 16924     |
 KY3455| MB2926 BARBERTON EAST MUN STANDPIPE        APPROX. 5.6 KM 2983054.1 |
 KY3455|---------------------------------------------------------------------|
 KY3455
 KY3455                          SUPERSEDED SURVEY CONTROL
 KY3455
 KY3455  NAD 83(1986)-  40 59 30.10080(N)    081 31 59.91243(W) AD(       ) 3
 KY3455  NAD 27      -  40 59 29.90034(N)    081 32 00.49197(W) AD(       ) 3
 KY3455
 KY3455.Superseded values are not recommended for survey control.
 KY3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3455.See file dsdata.txt to determine how the superseded data were derived.
 KY3455
 KY3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5514237972(NAD 83)
 KY3455_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3455
 KY3455  HISTORY     - Date     Condition        Report By
 KY3455  HISTORY     - 1951     MONUMENTED       CGS
 KY3455  HISTORY     - 1957     SEE DESCRIPTION  USGS
 KY3455
 KY3455                          STATION DESCRIPTION
 KY3455
 KY3455'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
 KY3455'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF THE SOUTH CORPORATION
 KY3455'LIMITS OF AKRON ON A HILL NEAR
 KY3455'WHAT IS LOCALLY KNOWN AS HOHMANS LANDING, ABOUT 0.5 MILE NORTH OF
 KY3455'WILLOW VIEW DRIVE AND 0.2 MILE EAST
 KY3455'OF VIONA DRIVE, ON PROPERTY OWNED BY MR. BENTLEY SCARBOROUGH.
 KY3455'IT IS 15 FEET NORTHWEST OF THE NORTHWEST CORNER
 KY3455'OF A CONCRETE STUCCO BUILDING
 KY3455'AND 6 FEET WEST OF A 12 INCH POPLAR TREE.  THE MARK IS ABOUT 2
 KY3455'INCHES BELOW THE SURFACE OF THE
 KY3455'GROUND AND THE DISK IS STAMPED HOHMAN 1951.
 KY3455'
 KY3455'REFERENCE MARK NO. 1 IS IN A SMALL VALLEY ABOUT 6 FEET LOWER IN
 KY3455'ELEVATION THAN THE STATION AND
 KY3455'IS 7 FEET WEST OF A 12 INCH POPLAR TREE.  THE MARK IS FLUSH WITH THE
 KY3455'GROUND AND THE DISK IS STAMPED
 KY3455'HOHMAN NO 1 1951.
 KY3455'
 KY3455'REFERENCE MARK NO. 2 IS 10 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 KY3455'THE CONCRETE STUCCO BUILDING
 KY3455'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND
 KY3455'AND THE DISK IS STAMPED HOHMAN NO 2
 KY3455'1951.
 KY3455'
 KY3455'NO AZIMUTH MARK WAS SET AT THIS STATION.
 KY3455'
 KY3455'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93
 KY3455'(MANCHESTER ROAD) AND STATE
 KY3455'HIGHWAY 619 (TURKEYFOOT LAKE ROAD) WHICH IS ABOUT 3-1/2 MILE SOUTH OF
 KY3455'THE SOUTH CORPORATION LIMITS OF
 KY3455'AKRON, GO EAST ON HIGHWAY 619 FOR 1.5 MILE TO A PAVED T ROAD
 KY3455'LEFT (SOUTH TURKEYFOOT ROAD) TURN LEFT,
 KY3455'NORTH, ON PAVED ROAD FOR 0.8 MILE TO A GRAVEL
 KY3455'CROSSROAD (WILLOW VIEW DRIVE), TURN RIGHT, EAST ON GRAVEL
 KY3455'ROAD FOR 0.1 MILE TO A LANE ON THE
 KY3455'LEFT, TURN LEFT, NORTH, ON LANE FOR ABOUT 0.05 MILE TO A FORK IN THE
 KY3455'LANE AND THE STATION ON THE LEFT
 KY3455'AT THE TOP OF A KNOLL AS DESCRIBED.
 KY3455'
 KY3455'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KY3455
 KY3455                          STATION RECOVERY (1957)
 KY3455
 KY3455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KY3455'STATION HAS BEEN BULLDOZED DOWN AND IS NOT IN EVIDENCE.  HILL HAS
 KY3455'BEEN CUT DOWN IN
 KY3455'BUILDING A HOUSE, AND ONLY REFERENCE MARK NO. 2 WAS
 KY3455'STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6093 ***********************************************************************
 AB6093  CBN         -  This is a Cooperative Base Network Control Station.
 AB6093  DESIGNATION -  HOL GAR
 AB6093  PID         -  AB6093
 AB6093  STATE/COUNTY-  OH/HOLMES
 AB6093  USGS QUAD   -  MILLERSBURG (1994)
 AB6093
 AB6093                         *CURRENT SURVEY CONTROL
 AB6093  ___________________________________________________________________
 AB6093* NAD 83(1995)-  40 31 46.97695(N)    081 55 11.07382(W)     ADJUSTED  
 AB6093* NAVD 88     -       250.8    (meters)     823.     (feet)  GPS OBS   
 AB6093  ___________________________________________________________________
 AB6093  X           -     682,399.088 (meters)                     COMP
 AB6093  Y           -  -4,806,658.519 (meters)                     COMP
 AB6093  Z           -   4,123,009.924 (meters)                     COMP
 AB6093  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AB6093  ELLIP HEIGHT-         217.62  (meters)          (03/08/05) GPS OBS
 AB6093  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AB6093
 AB6093  HORZ ORDER  -  B
 AB6093  ELLP ORDER  -  FOURTH    CLASS II
 AB6093
 AB6093.The horizontal coordinates were established by GPS observations
 AB6093.and adjusted by the National Geodetic Survey in August 1996..
 AB6093
 AB6093.The orthometric height was determined by GPS observations and a
 AB6093.high-resolution geoid model.
 AB6093
 AB6093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6093
 AB6093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6093
 AB6093.The ellipsoidal height was determined by GPS observations
 AB6093.and is referenced to NAD 83.
 AB6093
 AB6093.The geoid height was determined by GEOID03.
 AB6093
 AB6093;                    North         East     Units Scale Factor Converg.
 AB6093;SPC OH N     -    96,002.186   649,164.199   MT  0.99998293   +0 22 52.3
 AB6093;UTM  17      - 4,486,959.519   422,100.522   MT  0.99967469   -0 35 51.8
 AB6093
 AB6093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6093!SPC OH N     -   0.99996586  x   0.99998293  =   0.99994879
 AB6093!UTM  17      -   0.99996586  x   0.99967469  =   0.99964056
 AB6093
 AB6093                          SUPERSEDED SURVEY CONTROL
 AB6093
 AB6093  ELLIP H (08/20/96)  217.65   (m)                       GP(       ) 4 2
 AB6093
 AB6093.Superseded values are not recommended for survey control.
 AB6093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6093.See file dsdata.txt to determine how the superseded data were derived.
 AB6093
 AB6093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2210186960(NAD 83)
 AB6093_MARKER: I = METAL ROD
 AB6093_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6093_STAMPING: HOLG 1994
 AB6093_MARK LOGO: OHDT  
 AB6093_PROJECTION: FLUSH
 AB6093_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6093+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB6093_ROD/PIPE-DEPTH: 10.2 meters
 AB6093_SLEEVE-DEPTH  : 0.6 meters
 AB6093
 AB6093  HISTORY     - Date     Condition        Report By
 AB6093  HISTORY     - 1994     MONUMENTED       OHDT
 AB6093
 AB6093                          STATION DESCRIPTION
 AB6093
 AB6093'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (CDS)
 AB6093'THE STATION IS REACHED BY TRAVELING 2.7 KM (1.65 MI) SOUTH ALONG US
 AB6093'62/SR 83 FROM THE JUNCTION OF US 62/SR 39 AND SR 83 AT THE COURT HOUSE
 AB6093'IN MILLERSBURG TO THE ODOT HOLMES COUNTY GARAGE ON THE RIGHT. AT THE
 AB6093'SECOND GATE, TURN RIGHT (WEST) AND PROCEED 38.1 M (125.0 FT) ALONG A
 AB6093'SERVICE ROAD TO THE MARK.  THE MARK IS LOCATED ON A GRASSY SLOPE 7.3 M
 AB6093'(24.0 FT) NORTHWEST OF THE FUEL PUMPS AND 6.7 M (22.0 FT) SOUTHWEST OF
 AB6093'A POWER/LIGHT POLE.  THE SURFACE MONUMENT IS A STANDARD ALUMINUM
 AB6093'MONUMENT ASSEMBLY STAMPED --OHIO DEPARTMENT OF TRANSPORTATION--.  THE
 AB6093'MARK DESIGNATION IS STAMPED --HOLG 1994--. OWNERSHIP--STATE OF OHIO,
 AB6093'DEPARTMENT OF TRANSPORTATION, DISTRICT 11 DEPUTY DIRECTOR, 1072 WEST
 AB6093'HIGH AVENUE, NEW PHILADELPHIA, OHIO 44663.  THE MARK IS ACCESSIBLE
 AB6093'ONLY BY ARRANGEMENT.  CONTACT THE ODOT HOLMES COUNTY SUPERINTENDENT,
 AB6093'330-674-1906, FOR ACCESS TO MARK. NOTE--SLEEVE DEPTH DOES NOT MEET
 AB6093'CLASS A REQUIREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3174 ***********************************************************************
 JZ3174  DESIGNATION -  HOLDEN
 JZ3174  PID         -  JZ3174
 JZ3174  STATE/COUNTY-  OH/BUTLER
 JZ3174  USGS QUAD   -  GREENHILLS (1981)
 JZ3174
 JZ3174                         *CURRENT SURVEY CONTROL
 JZ3174  ___________________________________________________________________
 JZ3174* NAD 83(1995)-  39 18 42.91460(N)    084 35 01.36136(W)     ADJUSTED  
 JZ3174* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 JZ3174  ___________________________________________________________________
 JZ3174  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JZ3174  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JZ3174
 JZ3174  HORZ ORDER  -  FIRST
 JZ3174
 JZ3174.The horizontal coordinates were established by classical geodetic methods
 JZ3174.and adjusted by the National Geodetic Survey in April 1998..
 JZ3174
 JZ3174.The orthometric height was scaled from a topographic map.
 JZ3174
 JZ3174.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3174
 JZ3174.The geoid height was determined by GEOID03.
 JZ3174
 JZ3174;                    North         East     Units Scale Factor Converg.
 JZ3174;SPC OH S     -   147,713.665   420,318.099   MT  0.99993670   -1 19 19.8
 JZ3174;UTM  16      - 4,354,175.550   708,321.212   MT  1.00013437   +1 31 52.9
 JZ3174
 JZ3174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3174!SPC OH S     -   0.99996248  x   0.99993670  =   0.99989918
 JZ3174!UTM  16      -   0.99996248  x   1.00013437  =   1.00009685
 JZ3174
 JZ3174:                Primary Azimuth Mark                     Grid Az
 JZ3174:SPC OH S     -  SPRINGDALE GREENHILLS SPIPE              124 12 51.6
 JZ3174:UTM  16      -  SPRINGDALE GREENHILLS SPIPE              121 21 38.9
 JZ3174
 JZ3174|---------------------------------------------------------------------|
 JZ3174| PID    Reference Object                     Distance      Geod. Az  |
 JZ3174|                                                           dddmmss.s |
 JZ3174| JZ3171 SPRINGDALE GREENHILLS SPIPE         APPROX. 6.3 KM 1225331.8 |
 JZ3174| AJ1518 HOLDEN AZ MK                                       1290432.7 |
 JZ3174| AJ1519 HOLDEN RM 1                          26.249 METERS 16548     |
 JZ3174| AJ1520 HOLDEN RM 2                          22.689 METERS 28803     |
 JZ3174|---------------------------------------------------------------------|
 JZ3174
 JZ3174                          SUPERSEDED SURVEY CONTROL
 JZ3174
 JZ3174  NAD 83(1995)-  39 18 42.92060(N)    084 35 01.36944(W) AD(       ) 1
 JZ3174  NAD 83(1986)-  39 18 42.91853(N)    084 35 01.37118(W) AD(       ) 1
 JZ3174  NAD 27      -  39 18 42.71800(N)    084 35 01.56200(W) AD(       ) 1
 JZ3174
 JZ3174.Superseded values are not recommended for survey control.
 JZ3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3174.See file dsdata.txt to determine how the superseded data were derived.
 JZ3174
 JZ3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0832154176(NAD 83)
 JZ3174_MARKER: DS = TRIANGULATION STATION DISK
 JZ3174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3174_STAMPING: HOLDEN 1947
 JZ3174_MARK LOGO: CGS   
 JZ3174_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3174
 JZ3174  HISTORY     - Date     Condition        Report By
 JZ3174  HISTORY     - 1947     MONUMENTED       CGS
 JZ3174  HISTORY     - 1950     MARK NOT FOUND   OH1610
 JZ3174  HISTORY     - 19810615 GOOD             NGS
 JZ3174
 JZ3174                          STATION DESCRIPTION
 JZ3174
 JZ3174'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3174'STATION IS LOCATED ABOUT 6 MILES WEST OF SPRINGDALE, 4 MILES
 JZ3174'SOUTHWEST OF HAMILTON, 1 AND 1/2 MILES WEST OF U.S.  HIGHWAY
 JZ3174'127 AND 1/2 MILE NORTH OF THE HAMILTON-BUTLER COUNTY LINE ON PROPERTY
 JZ3174'OWNED BY MR. ARCH HOLDEN, 34 FEET SOUTHWEST OF A NORTHEAST
 JZ3174'FENCE CORNER, 22 FEET SOUTH OF A FENCE AND 28 FEET WEST OF A FENCE.
 JZ3174'THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 JZ3174'DISK IS STAMPED HOLDEN 1947.
 JZ3174'
 JZ3174'REFERENCE MARK NO. 1 IS 86.12 FEET SOUTH-SOUTHEAST OF THE STATION,
 JZ3174'104 FEET SOUTH OF A NORTHEAST FENCE CORNER AND 1 FOOT WEST OF
 JZ3174'FENCE. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HOLDEN NO 1
 JZ3174'1947.
 JZ3174'
 JZ3174'REFERENCE MARK NO. 2 IS 74.44 FEET W.N.W.  OF THE STATION, 98 FEET
 JZ3174'WEST OF A NORTHEAST FENCE CORNER AND 1 FOOT SOUTH OF FENCE.
 JZ3174'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HOLDEN NO 2
 JZ3174'1947.
 JZ3174'
 JZ3174'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION, 15 FEET NORTH
 JZ3174'OF THE CENTERLINE OF GRAY ROAD (OILED), 9 FEET WEST OF TELEPHONE
 JZ3174'POLE B2412 AND 2 FEET WEST OF FENCE CORNER. THE MARK PROJECTS 2
 JZ3174'INCHES AND THE DISC IS STAMPED HOLDEN 1947.
 JZ3174'
 JZ3174'TO REACH THE STATION FROM THE JUNCTION OF BY-PASS U.S. HIGHWAY 50 AND
 JZ3174'STATE HIGHWAY 4 IN SPRINGDALE, GO WEST ON BY-PASS U.S. HIGHWAY
 JZ3174'50 FOR 4.3 MI. TO JUNCTION WITH U.S. HWY. 127. TURN R. ON U.S.
 JZ3174'HWY.127 AND GO N FOR 0.6 MI. TO THE COUNTY LINE AND A CHURCH ON
 JZ3174'THE LEFT. AT THIS POINT GRAY RD. GOES LEFT OR W. AND JACKSON RD. GOES
 JZ3174'RIGHT OR E. TURN LEFT ON GRAY ROAD AND GO W FOR 0.9 MI. TO THE
 JZ3174'AZIMUTH MARK ON THE RIGHT AS DESCRIBED. CONTINUE W AND N ON GRAY ROAD
 JZ3174'FOR 0.35 MI TO A GRAVEL ROAD LEFT WHICH IS A DRIVEWAY. TURN
 JZ3174'LEFT AND GO W ON DRIVEWAY FOR 0.1 MI. TO MR. HOLDENS FARM
 JZ3174'BUILDINGS. PASS BETWEEN HOUSE AND BARN AND GO W UP LANE FOR 0.1 MI.
 JZ3174'TO THE STATION ON THE LEFT AS DESCRIBED.
 JZ3174'
 JZ3174'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JZ3174
 JZ3174                          STATION RECOVERY (1950)
 JZ3174
 JZ3174'RECOVERY NOTE BY CITY OF CINCINNATI OHIO 1950 (BHK)
 JZ3174'MARK WAS NOT FOUND AND ASSUMED DESTROYED BY THE CONSTRUCTION OF A NEW
 JZ3174'PROPERTY LINE FENCE
 JZ3174'BY THE LANDOWNER.
 JZ3174
 JZ3174                          STATION RECOVERY (1981)
 JZ3174
 JZ3174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JZ3174'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION. THE
 JZ3174'DISTANCE TO THE REFERENCE MARKS CHECKED BUT THE DIRECTION WAS FOUND TO
 JZ3174'BE IN ERROR BY 3 MINUTES AND 25 SECONDS.  A POLARIS OBSERVATION WAS
 JZ3174'TAKEN ON A RADIO MAST AT THIS TIME TO GIVE A LOCAL FIRM AN AZIMUTH,
 JZ3174'BUT DUE TO DENSE GROWTH THE TREES THERE WAS NO PLACE TO SET A NEW
 JZ3174'AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 JZ3174'THE STATION IS LOCATED ABOUT 6 MILES (9.7 KM) WEST OF SPRINGDALE, 4
 JZ3174'MILES (6.4 KM) SOUTHWEST OF HAMILTON 0.5 MILE (0.8 KM) NORTH OF THE
 JZ3174'HAMILTON-BUTLER COUNTY LINE, 66 FT (20.1 M) SOUTHEAST OF THE SOUTHEAST
 JZ3174'CORNER OF A LARGE STORAGE SHED AND 1 FOOT (0.3 M) NORTH OF A METAL
 JZ3174'WITNESS POST.
 JZ3174'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED---HOLDEN 1947---.  TO
 JZ3174'REACH THE STATION FROM THE INTERSECTION OF U.S HIGHWAY 127, GRAY AND
 JZ3174'JACKSON ROADS AT THE HAMILTON-BUTLER COUNTY LINE, GO WEST AND NORTH ON
 JZ3174'GRAY ROAD FOR 0.9 MILE (1.4 KM) TO POINT GRAY ROAD TURNS NORTH.  TURN
 JZ3174'NORTH ON GRAY ROAD AND GO 0.35 MILES (0.56 KM) TO A DRIVEWAY LEFT.
 JZ3174'TURN LEFT AND GO WEST ON THE DRIVEWAY FOR 0.2 MILE (0.3 KM) TO THE
 JZ3174'LARGE SHED AND STATION ON THE LEFT.
 JZ3174'REFERENCE MARK 1 IS 1 FOOT (0.3 M) NORTH OF A METAL WITNESS POST AND
 JZ3174'IN A DENSLEY WOODED AREA.  THE MONUMENT IS FLUSH AND THE DISK IS
 JZ3174'STAMPED---HOLDEN NO 1 1947---.
 JZ3174'REFERENCE MARK 2 IS 56 FT (17.1 M) SOUTHWEST OF THE SOUTHEAST CORNER
 JZ3174'OF THE SHED, 1 FOOT (0.3 M) EAST OF A METAL WITNESS POST, 40 FT (12.2
 JZ3174'M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE SHED AND 22 FT (6.7 M)
 JZ3174'SOUTH OF A SMALL PEACH TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 JZ3174'STAMPED---HOLDEN NO 2 1947---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3078 ***********************************************************************
 JZ3078  DESIGNATION -  HOLSMAN
 JZ3078  PID         -  JZ3078
 JZ3078  STATE/COUNTY-  OH/MONTGOMERY
 JZ3078  USGS QUAD   -  LAURA (1973)
 JZ3078
 JZ3078                         *CURRENT SURVEY CONTROL
 JZ3078  ___________________________________________________________________
 JZ3078* NAD 83(1995)-  39 52 54.28281(N)    084 29 04.95684(W)     ADJUSTED  
 JZ3078* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 JZ3078  ___________________________________________________________________
 JZ3078  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 JZ3078  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JZ3078
 JZ3078  HORZ ORDER  -  FIRST
 JZ3078
 JZ3078.The horizontal coordinates were established by classical geodetic methods
 JZ3078.and adjusted by the National Geodetic Survey in May 1999..
 JZ3078
 JZ3078.The orthometric height was scaled from a topographic map.
 JZ3078
 JZ3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3078
 JZ3078.The geoid height was determined by GEOID03.
 JZ3078
 JZ3078;                    North         East     Units Scale Factor Converg.
 JZ3078;SPC OH S     -   210,768.549   430,244.104   MT  0.99997353   -1 15 33.6
 JZ3078;UTM  16      - 4,417,660.531   715,086.711   MT  1.00016957   +1 36 48.4
 JZ3078
 JZ3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3078!SPC OH S     -   0.99995536  x   0.99997353  =   0.99992889
 JZ3078!UTM  16      -   0.99995536  x   1.00016957  =   1.00012492
 JZ3078
 JZ3078:                Primary Azimuth Mark                     Grid Az
 JZ3078:SPC OH S     -  RAILROAD                                 180 17 33.5
 JZ3078:UTM  16      -  RAILROAD                                 177 25 11.5
 JZ3078
 JZ3078|---------------------------------------------------------------------|
 JZ3078| PID    Reference Object                     Distance      Geod. Az  |
 JZ3078|                                                           dddmmss.s |
 JZ3078| JZ3070 RAILROAD                            APPROX. 1.7 KM 1790159.9 |
 JZ3078|---------------------------------------------------------------------|
 JZ3078
 JZ3078                          SUPERSEDED SURVEY CONTROL
 JZ3078
 JZ3078  NAD 83(1995)-  39 52 54.28418(N)    084 29 04.95385(W) AD(       ) 1
 JZ3078  NAD 83(1986)-  39 52 54.28657(N)    084 29 04.97120(W) AD(       ) 1
 JZ3078  NAD 27      -  39 52 54.09500(N)    084 29 05.15200(W) AD(       ) 1
 JZ3078
 JZ3078.Superseded values are not recommended for survey control.
 JZ3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3078.See file dsdata.txt to determine how the superseded data were derived.
 JZ3078
 JZ3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK1508717661(NAD 83)
 JZ3078_MARKER: DS = TRIANGULATION STATION DISK
 JZ3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3078_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3078_MARK LOGO: CGS   
 JZ3078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3078+STABILITY: SURFACE MOTION
 JZ3078
 JZ3078  HISTORY     - Date     Condition        Report By
 JZ3078  HISTORY     - 1927     MONUMENTED       CGS
 JZ3078  HISTORY     - 19970421 MARK NOT FOUND   USPSQD
 JZ3078
 JZ3078                          STATION DESCRIPTION
 JZ3078
 JZ3078'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ3078'STATION IS ABOUT 1-1/2 MILES S OF VERONA.  IT IS 2.7 METERS (9.0
 JZ3078'FEET) W OF THE FENCE ON THE E SIDE OF THE COUNTY LINE ROAD, 41.4
 JZ3078'METERS (135.9 FEET) NW OF A FENCE CORNER ON THE SAME SIDE OF ROAD,
 JZ3078'AND 36.3 METERS (119.0 FEET) NE OF A FENCE CORNER ON THE
 JZ3078'OPPOSITE OR W SIDE OF ROAD.
 JZ3078'
 JZ3078'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE.
 JZ3078'
 JZ3078'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 JZ3078
 JZ3078                          STATION RECOVERY (1997)
 JZ3078
 JZ3078'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ3078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1097 ***********************************************************************
 MB1097  DESIGNATION -  HOME
 MB1097  PID         -  MB1097
 MB1097  STATE/COUNTY-  OH/SUMMIT
 MB1097  USGS QUAD   -  AKRON EAST (1964)
 MB1097
 MB1097                         *CURRENT SURVEY CONTROL
 MB1097  ___________________________________________________________________
 MB1097* NAD 83(1995)-  41 06 43.75727(N)    081 29 16.23944(W)     ADJUSTED  
 MB1097* NAVD 88     -       335.682  (meters)    1101.32   (feet)  ADJUSTED  
 MB1097  ___________________________________________________________________
 MB1097  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 MB1097  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB1097  DYNAMIC HT  -         335.536 (meters)    1100.84  (feet)  COMP
 MB1097  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 MB1097
 MB1097  HORZ ORDER  -  FIRST
 MB1097  VERT ORDER  -  FIRST     CLASS II
 MB1097
 MB1097.The horizontal coordinates were established by classical geodetic methods
 MB1097.and adjusted by the National Geodetic Survey in April 1998..
 MB1097
 MB1097.The orthometric height was determined by differential leveling
 MB1097.and adjusted by the National Geodetic Survey in June 1991..
 MB1097.WARNING-Repeat measurements at this control monument indicate possible
 MB1097.vertical movement.
 MB1097
 MB1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1097
 MB1097.The geoid height was determined by GEOID03.
 MB1097
 MB1097.The dynamic height is computed by dividing the NAVD 88
 MB1097.geopotential number by the normal gravity value computed on the
 MB1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1097.degrees latitude (g = 980.6199 gals.).
 MB1097
 MB1097.The modeled gravity was interpolated from observed gravity values.
 MB1097
 MB1097;                    North         East     Units Scale Factor Converg.
 MB1097;SPC OH N     -   161,008.951   685,006.337   MT  0.99993944   +0 39 53.8
 MB1097;UTM  17      - 4,551,322.087   459,041.106   MT  0.99962065   -0 19 14.8
 MB1097
 MB1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1097!SPC OH N     -   0.99995260  x   0.99993944  =   0.99989204
 MB1097!UTM  17      -   0.99995260  x   0.99962065  =   0.99957326
 MB1097
 MB1097|---------------------------------------------------------------------|
 MB1097| PID    Reference Object                     Distance      Geod. Az  |
 MB1097|                                                           dddmmss.s |
 MB1097| MB1098 HOME RM 1                            28.525 METERS 01543     |
 MB1097| MB2695 AKRON HOME AVE MUN STANDPIPE         31.181 METERS 07346     |
 MB1097| MB2713 AKRON ELBON AVE MUNICIPAL TANK      APPROX. 5.9 KM 1865131.5 |
 MB1097| MB2878 AKRON OHIO EDISON ELEC CO TWR       APPROX. 2.3 KM 2090621.8 |
 MB1097| MB2920 AKRON TV STATION WAKR MAST          APPROX. 4.2 KM 2174727.7 |
 MB1097| MB1096 HOME RM 2                            29.177 METERS 25338     |
 MB1097| MB2737 CUYAHOGA FALLS MUNICIPAL TANK       APPROX. 3.0 KM 3423011.8 |
 MB1097|---------------------------------------------------------------------|
 MB1097
 MB1097                          SUPERSEDED SURVEY CONTROL
 MB1097
 MB1097  NAD 83(1986)-  41 06 43.76422(N)    081 29 16.24277(W) AD(       ) 1
 MB1097  NAD 27      -  41 06 43.56350(N)    081 29 16.81494(W) AD(       ) 1
 MB1097  NGVD 29 (06/03/92)  335.884  (m)         1101.98   (f) ADJUSTED    1 2
 MB1097
 MB1097.Superseded values are not recommended for survey control.
 MB1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1097.See file dsdata.txt to determine how the superseded data were derived.
 MB1097
 MB1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5904151322(NAD 83)
 MB1097_MARKER: DS = TRIANGULATION STATION DISK
 MB1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1097_STAMPING: HOME 1943
 MB1097_MARK LOGO: CGS   
 MB1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1097+STABILITY: SURFACE MOTION
 MB1097
 MB1097  HISTORY     - Date     Condition        Report By
 MB1097  HISTORY     - 1943     MONUMENTED       CGS
 MB1097  HISTORY     - 1945     SEE DESCRIPTION  LOCSUR
 MB1097  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MB1097  HISTORY     - 1963     GOOD             NGS
 MB1097  HISTORY     - 1983     GOOD             NGS
 MB1097
 MB1097                          STATION DESCRIPTION
 MB1097
 MB1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MB1097'STATION IS LOCATED IN NE AKRON, ON GROUNDS OF A BRANCH MUNICIPAL
 MB1097'WATER STANDPIPE.  THE STATION IS
 MB1097'0.65 MILE N OF TALLMADGE AVENUE (STATE HIGHWAY 18) AND
 MB1097'0.15 MILE W OF HOME AVENUE.
 MB1097'THE MARK IS SET IN REAR OF THE STANDPIPE,
 MB1097'18.3 FEET W OF THE SW CORNER OF A MESH-WIRE
 MB1097'FENCE WHICH SURROUNDS
 MB1097'THE SANDPIPE, AND 80 FEET NNW OF A CITY-MAIN WATER HYDRANT.
 MB1097'THE DISK IS
 MB1097'STAMPED HOME 1943 AND IS FLUSH WITH THE SURFACE OF
 MB1097'THE GROUND.
 MB1097'
 MB1097'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 MB1097'SET IN CONCRETE.
 MB1097'
 MB1097'REFERENCE MARK 1 IS 28.530 METERS (93.60 FEET) N OF THE STATION.
 MB1097'IT IS 7.5 FEET W
 MB1097'OF THE NW CORNER OF THE MESH-WIRE FENCE.
 MB1097'THE DISK IS STAMPED HOME NO 1 1943
 MB1097'AND IS FLUSH WITH THE SURFACE
 MB1097'OF THE GROUND.
 MB1097'
 MB1097'REFERENCE MARK 2 IS 29.174 METERS (95.72 FEET) WSW OF THE STATION
 MB1097'AS THE SW CORNER
 MB1097'OF THE LAWN.  IT IS 41 FEET NE OF A CONCRETE
 MB1097'STREET MONUMENT WHICH MARKS THE
 MB1097'INTERSECTION OF SCENIC WAY AND
 MB1097'BELDEN AVENUE.  THE DISK IS STAMPED HOME NO 2 1943
 MB1097'AND IS FLUSH
 MB1097'WITH THE SURFACE OF THE GROUND.
 MB1097'
 MB1097'NO AZIMUTH MARK WAS SET.  A RADIO MAST, WHICH IS LOCATED NEAR
 MB1097'UNIVERSITY OF
 MB1097'AKRON GROUNDS, IS VISIBLE FROM THE GROUND.  IT IS
 MB1097'APPROXIMATELY 2.0 MILES SW OF
 MB1097'THE STATION AND MAY BE USED AS AN
 MB1097'AZIMUTH MARK.
 MB1097'
 MB1097'TO REACH THE STATION FROM THE JUNCTION OF NORTH MAIN STREET
 MB1097'(STATE HIGHWAY 8
 MB1097'AND 5) AND TALLMADGE AVENUE (STATE HIGHWAY 18)
 MB1097'IN AKRON, GO E ON TALLMADGE AVENUE
 MB1097'FOR 1.15 MILES TO A RAILROAD
 MB1097'CROSSING (DOUBLE TRACKS) AND THE JUNCTION OF HOME
 MB1097'AVENUE.  TURN
 MB1097'LEFT AND FOLLOW HOME AVENUE N FOR 0.65 MILE TO A T-ROAD LEFT LEADING
 MB1097'INTO THE
 MB1097'STANDPIPE.  TURN LEFT AND GO 0.15 MILE TO THE STATION
 MB1097'IN REAR OF THE STANDPIPE.
 MB1097'
 MB1097'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 MB1097
 MB1097                          STATION RECOVERY (1945)
 MB1097
 MB1097'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
 MB1097'LETTER OF GEHRES AND KINGSLEY AKRON OHIO JANUARY 26, 1945.
 MB1097'
 MB1097'THE DESCRIPTION OF THE RADIO MAST WHICH MAY BE USED AS AN
 MB1097'AZIMUTH MARK IS
 MB1097'INCORRECT.
 MB1097'
 MB1097'THIS RADIO MAST WHICH CAN BE SEEN FROM THE GROUND IS A
 MB1097'PENCIL TYPE
 MB1097'LOCATED IN NORTH AKRON, APPROXIMATELY 1 MILE FROM
 MB1097'STATION ON THE EAST SIDE OF
 MB1097'OXFORD AVENUE JUST NORTH OF LOOKOUT
 MB1097'AVENUE AND IS APPARENTLY AN AMATEUR OPERATORS
 MB1097'MAST.
 MB1097
 MB1097                          STATION RECOVERY (1963)
 MB1097
 MB1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
 MB1097'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 MB1097'IN GOOD CONDITION.
 MB1097'THE DIRECTION MARK 1 CHECKED BUT THE
 MB1097'DISTANCE WAS 0.02 FOOT SMALLER.  THE
 MB1097'DISTANCE TO REFERENCE MARK 2
 MB1097'CHECKED BUT THE DIRECTION WAS 1 MINUTE AND 26 SECONDS
 MB1097'LARGER.  THE
 MB1097'DIRECTION TO THE OXFORD AVENUE RADIO MAST, TAKEN IN 1943 FOR AN
 MB1097'AZIMUTH MARK,
 MB1097'CHECKED.  A COMPLETE DESCRIPTION FOLLOWS.
 MB1097'
 MB1097'STATION IS LOCATED IN NE AKRON ON GROUNDS OF A BRANCH MUNICIPAL
 MB1097'WATER STANDPIPE,
 MB1097'0.65 MILE NORTH OF TALLMADGE AVENUE AND 0.15 MILE WEST
 MB1097'OF HOME AVENUE.  IT IS 102 FEET
 MB1097'WEST OF HOME AVENUE STANDPIPE, 133 FEET
 MB1097'NORTHEAST OF CONCRETE POST MARKING THE
 MB1097'INTERSECTION OF SCENIC WAY AND
 MB1097'BELDEN AVENUE, 89 FEET NORTH OF THE CENTERLINE OF BELDEN
 MB1097'AVENUE AND 18.5
 MB1097'FEET WEST OF THE SOUTHWEST CORNER OF FENCE CORNER (OF FENCE AROUND
 MB1097'STANDPIPE).  THE
 MB1097'MONUMENT IS FLUSH AND THE DISK IS STAMPED HOME 1943.
 MB1097'
 MB1097'REFERENCE MARK 1 IS 7 FEET WEST OF THE NW CORNER OF THE FENCE
 MB1097'AROUND THE
 MB1097'STANDPIPE AND 72 FEET SOUTH OF A POWER LINE POLE.  THE
 MB1097'MONUMENT IS FLUSH AND THE
 MB1097'DISK IS STAMPED HOME NO 1 1943.
 MB1097'
 MB1097'REFERENCE MARK 2 IS 42 FEET NORTHEAST OF CONCRETE POST MARKER OF
 MB1097'SCENIC WAY AND
 MB1097'BELDEN AVENUE, AND 56 FEET NORTH OF THE CENTERLINE OF
 MB1097'BELDEN AVENUE.  THE MONUMENT IS
 MB1097'FLUSH AND THE DISK IS STAMPED HOME
 MB1097'NO 2 1943.
 MB1097'
 MB1097'TO REACH THE STATION FROM THE JUNCTION OF NORTH MAIN STREET AND
 MB1097'TALLMADGE IN
 MB1097'AKRON, GO EAST ON TALLMADGE AVENUE FOR 1.15 MILES
 MB1097'TALLMADGE AVENUE IN AKRON, GO
 MB1097'EAST ON TALLMADGE AVENUE FOR 1.15 MILES
 MB1097'TO A RAILROAD CROSSING (DOUBLE TRACKS) AND THE
 MB1097'JUNCTION OF HOME AVENUE.
 MB1097'TURN LEFT AND GO NORTH ON HOME AVENUE FOR 0.65 MILE TO SIDE ROAD
 MB1097'LEFT.  TURN LEFT AND
 MB1097'GO WEST ON BELDEN AVENUE FOR 0.15 MILE TO STATION.
 MB1097'
 MB1097'HEIGHT OF LIGHT ABOVE STATION MARK 30.16 METERS.
 MB1097
 MB1097                          STATION RECOVERY (1963)
 MB1097
 MB1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MB1097'AT AKRON.
 MB1097'AT AKRON, IN THE NORTHEAST PART OF THE CITY, NEAR THE INTERSECTION
 MB1097'OF BELDEN AVENUE AND SCENIC WAY, AT THE HOME AVENUE WATER TANK, 0.15
 MB1097'MILE WEST OF HOME AVENUE, 102 FEET WEST OF THE WEST SIDE OF WATER
 MB1097'TANK, 133 FEET NORTHEAST OF THE CONCRETE POST MARKING THE
 MB1097'INTERSECTION OF SCENIC WAY AND BELDEN AVENUE, 89 FEET NORTH OF THE
 MB1097'CENTER LINE OF BELDEN AVENUE, 18.5 FEET WEST OF THE SOUTHWEST
 MB1097'CORNER OF THE WIRE FENCE AROUND WATER TANK, SET IN THE TOP
 MB1097'OF A CONCRETE POST FLUSH WITH THE GROUND.
 MB1097
 MB1097                          STATION RECOVERY (1983)
 MB1097
 MB1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2970 ***********************************************************************
 JZ2970  DESIGNATION -  HOME
 JZ2970  PID         -  JZ2970
 JZ2970  STATE/COUNTY-  OH/MONTGOMERY
 JZ2970  USGS QUAD   -  MIAMISBURG (1987)
 JZ2970
 JZ2970                         *CURRENT SURVEY CONTROL
 JZ2970  ___________________________________________________________________
 JZ2970* NAD 83(1995)-  39 44 58.05835(N)    084 15 10.86315(W)     ADJUSTED  
 JZ2970* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 JZ2970  ___________________________________________________________________
 JZ2970  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 JZ2970  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JZ2970
 JZ2970  HORZ ORDER  -  FIRST
 JZ2970
 JZ2970.The horizontal coordinates were established by classical geodetic methods
 JZ2970.and adjusted by the National Geodetic Survey in April 1998..
 JZ2970
 JZ2970.The orthometric height was scaled from a topographic map.
 JZ2970
 JZ2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2970
 JZ2970.The geoid height was determined by GEOID03.
 JZ2970
 JZ2970;                    North         East     Units Scale Factor Converg.
 JZ2970;SPC OH S     -   195,673.988   449,773.434   MT  0.99995616   -1 06 44.4
 JZ2970;UTM  16      - 4,403,559.513   735,352.923   MT  1.00028199   +1 45 26.3
 JZ2970
 JZ2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2970!SPC OH S     -   0.99996099  x   0.99995616  =   0.99991715
 JZ2970!UTM  16      -   0.99996099  x   1.00028199  =   1.00024297
 JZ2970
 JZ2970|---------------------------------------------------------------------|
 JZ2970| PID    Reference Object                     Distance      Geod. Az  |
 JZ2970|                                                           dddmmss.s |
 JZ2970| JZ2969 CROSS BRASS PLATE STREET INTER        6.995 METERS 20551     |
 JZ2970| JZ3012 BOGGESS                             APPROX. 1.1 KM 3590104.0 |
 JZ2970|---------------------------------------------------------------------|
 JZ2970
 JZ2970                          SUPERSEDED SURVEY CONTROL
 JZ2970
 JZ2970  NAD 83(1986)-  39 44 58.07135(N)    084 15 10.86817(W) AD(       ) 1
 JZ2970  NAD 27      -  39 44 57.85900(N)    084 15 11.07600(W) AD(       ) 1
 JZ2970
 JZ2970.Superseded values are not recommended for survey control.
 JZ2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2970.See file dsdata.txt to determine how the superseded data were derived.
 JZ2970
 JZ2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3535303560(NAD 83)
 JZ2970_MARKER: DS = TRIANGULATION STATION DISK
 JZ2970_SETTING: 0 = UNSPECIFIED SETTING
 JZ2970_MARK LOGO: CGS   
 JZ2970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2970
 JZ2970  HISTORY     - Date     Condition        Report By
 JZ2970  HISTORY     - 1927     MONUMENTED       CGS
 JZ2970  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ2970  HISTORY     - 19971020 MARK NOT FOUND   USPSQD
 JZ2970
 JZ2970                          STATION DESCRIPTION
 JZ2970
 JZ2970'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CMD)
 JZ2970'STATION IS AT THE INTERSECTION OF 3RD STREET W AND GETTYSBURG AVENUE
 JZ2970'AT THE ENTRANCE TO THE NATIONAL SOLDIERS HOME.  IT IS MARKED BY A
 JZ2970'STANDARD DISK CEMENTED INTO THE CONCRETE SHOULDER ON THE N SIDE OF
 JZ2970'3RD STREET W.  THIRD STREET W HAS BRICK PAVEMENT AND GETTYSBURG
 JZ2970'AVENUE HAS ASPHALTIC.  IT IS 2 METERS (6 FEET) N OF THE N RAIL OF THE
 JZ2970'STREET CAR TRACKS ON THE N SIDE OF THE STREET, AND 4.5 METERS
 JZ2970'(14.8 FEET) W OF THE CORNER OF THE SIDEWALK CURBSTONE AT THE NE
 JZ2970'CORNER OF THE STREET INTERSECTION.
 JZ2970'
 JZ2970'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.0 METERS.
 JZ2970
 JZ2970                          STATION RECOVERY (1967)
 JZ2970
 JZ2970'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ2970'DESCRIPTION NO LONGER ACCURATE.  UNABLE TO LOCATE CLOSE ENOUGH TO
 JZ2970'DIG IN STREET PAVEMENT.  SEARCH NOT EXTENSIVE.
 JZ2970
 JZ2970                          STATION RECOVERY (1997)
 JZ2970
 JZ2970'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ2970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2932 ***********************************************************************
 JZ2932  DESIGNATION -  HOME PYLON
 JZ2932  PID         -  JZ2932
 JZ2932  STATE/COUNTY-  OH/MONTGOMERY
 JZ2932  USGS QUAD   -  TIPP CITY (1992)
 JZ2932
 JZ2932                         *CURRENT SURVEY CONTROL
 JZ2932  ___________________________________________________________________
 JZ2932* NAD 83(1995)-  39 54 03.70818(N)    084 12 25.80047(W)     ADJUSTED  
 JZ2932* NAVD 88     -                                                        
 JZ2932  ___________________________________________________________________
 JZ2932  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 JZ2932  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JZ2932
 JZ2932  HORZ ORDER  -  THIRD
 JZ2932
 JZ2932.This mark is at James M Cox Dayton Intl Airport (DAY)
 JZ2932
 JZ2932.The horizontal coordinates were established by classical geodetic methods
 JZ2932.and adjusted by the National Geodetic Survey in April 1998..
 JZ2932
 JZ2932
 JZ2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2932
 JZ2932.The geoid height was determined by GEOID03.
 JZ2932
 JZ2932;                    North         East     Units Scale Factor Converg.
 JZ2932;SPC OH S     -   212,424.064   454,020.322   MT  0.99997650   -1 04 59.6
 JZ2932;UTM  16      - 4,420,506.902   738,756.150   MT  1.00030183   +1 47 32.4
 JZ2932
 JZ2932                          SUPERSEDED SURVEY CONTROL
 JZ2932
 JZ2932  NAD 83(1986)-  39 54 03.71859(N)    084 12 25.80556(W) AD(       ) 4
 JZ2932  NAD 27      -  39 54 03.52100(N)    084 12 26.01100(W) AD(       ) 3
 JZ2932
 JZ2932.Superseded values are not recommended for survey control.
 JZ2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2932.See file dsdata.txt to determine how the superseded data were derived.
 JZ2932
 JZ2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK3875620507(NAD 83)
 JZ2932_MARKER: DD = SURVEY DISK
 JZ2932_SETTING: 0 = UNSPECIFIED SETTING
 JZ2932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2932
 JZ2932  HISTORY     - Date     Condition        Report By
 JZ2932  HISTORY     - 1953     MONUMENTED       CGS
 JZ2932  HISTORY     - 1957     GOOD             CGS
 JZ2932  HISTORY     - 1967     MARK NOT FOUND   CGS
 JZ2932  HISTORY     - 1967     MARK NOT FOUND   OH2090
 JZ2932
 JZ2932                          STATION DESCRIPTION
 JZ2932
 JZ2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 JZ2932'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF VANDALIA ON THE DAYTON
 JZ2932'MUNICIPAL AIRPORT. STATION IS 448 FEET EAST NORTHEAST OF
 JZ2932'LARGE WINDSOCK, WHICH IS SOUTH OF CONTROL TOWER, 148 FEET SOUTH OF
 JZ2932'THE SOUTH EDGE OF LARGE TAXI AND PARKING APRON AND 10 FEET SOUTHWEST
 JZ2932'OF A WITNESS POST. STATION IS MARKED BY A 2 INCH BRONZE DISK SET IN A
 JZ2932'BLOCK OF CONCRETE WHICH IS FLUSH WITH THE GROUND AND THE DISK IS
 JZ2932'STAMPED HOME PYLON 1953.
 JZ2932'
 JZ2932'THE POINT INTERSECTED WAS A LIGHT SHOWN FROM A 4 FOOT STAND DIRECTLY
 JZ2932'OVER MARK.
 JZ2932'
 JZ2932'TO REACH FROM THE GATE JUST SOUTH OF THE FIRE STATION AT AIRPORT GO
 JZ2932'SOUTHWESTERLY ACROSS FIELD AND TAXI STRIP FOR 0.15 MILE TO
 JZ2932'STATION AS DESCRIBED.
 JZ2932
 JZ2932                          STATION RECOVERY (1957)
 JZ2932
 JZ2932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 JZ2932'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 JZ2932'CONDITION.
 JZ2932'
 JZ2932'NOTE- THE WITNESS POST IS NO LONGER THERE.
 JZ2932
 JZ2932                          STATION RECOVERY (1967)
 JZ2932
 JZ2932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 JZ2932'THE AREA WAS THOROUGHLY SEARCHED BUT THE MARK WAS NOT FOUND.  THE
 JZ2932'DESCRIPTION DOES NOT GIVE ANY IDENTIFIABLE REFERENCE POINTS AT THIS
 JZ2932'DATE.  THE MARK IS PROBABLY STILL IN PLACE BUT WOULD HAVE TO BE
 JZ2932'RECOVERED BY TRAVERSE OR TRIANGULATION.
 JZ2932
 JZ2932                          STATION RECOVERY (1967)
 JZ2932
 JZ2932'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (RCB)
 JZ2932'DUE TO MAJOR CHANGES AT AIRPORT ALL CONTROL MISSING-COULDNT FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1098 ***********************************************************************
 MB1098  DESIGNATION -  HOME RM 1
 MB1098  PID         -  MB1098
 MB1098  STATE/COUNTY-  OH/SUMMIT
 MB1098  USGS QUAD   -  AKRON EAST (1964)
 MB1098
 MB1098                         *CURRENT SURVEY CONTROL
 MB1098  ___________________________________________________________________
 MB1098* NAD 83(1986)-  41 06 44.     (N)    081 29 16.     (W)     SCALED    
 MB1098* NAVD 88     -       335.961  (meters)    1102.23   (feet)  ADJUSTED  
 MB1098  ___________________________________________________________________
 MB1098  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB1098  DYNAMIC HT  -         335.815 (meters)    1101.75  (feet)  COMP
 MB1098  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 MB1098
 MB1098  VERT ORDER  -  FIRST     CLASS II
 MB1098
 MB1098.The horizontal coordinates were scaled from a topographic map and have
 MB1098.an estimated accuracy of +/- 6 seconds.
 MB1098
 MB1098.The orthometric height was determined by differential leveling
 MB1098.and adjusted by the National Geodetic Survey in June 1991..
 MB1098
 MB1098.The geoid height was determined by GEOID03.
 MB1098
 MB1098.The dynamic height is computed by dividing the NAVD 88
 MB1098.geopotential number by the normal gravity value computed on the
 MB1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1098.degrees latitude (g = 980.6199 gals.).
 MB1098
 MB1098.The modeled gravity was interpolated from observed gravity values.
 MB1098
 MB1098;                    North         East    Units  Estimated Accuracy
 MB1098;SPC OH N     -   161,020.      685,010.      MT  (+/- 180 meters Scaled)
 MB1098
 MB1098                          SUPERSEDED SURVEY CONTROL
 MB1098
 MB1098  NGVD 29 (??/??/92)  336.158  (m)         1102.88   (f) ADJ UNCH    1 2
 MB1098
 MB1098.Superseded values are not recommended for survey control.
 MB1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1098.See file dsdata.txt to determine how the superseded data were derived.
 MB1098
 MB1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF590513(NAD 83)
 MB1098_MARKER: DR = REFERENCE MARK DISK
 MB1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1098_STAMPING: HOME NO 1 1943
 MB1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1098+STABILITY: SURFACE MOTION
 MB1098
 MB1098  HISTORY     - Date     Condition        Report By
 MB1098  HISTORY     - 1943     MONUMENTED       CGS
 MB1098  HISTORY     - 1963     GOOD             NGS
 MB1098  HISTORY     - 1983     GOOD             NGS
 MB1098
 MB1098                          STATION DESCRIPTION
 MB1098
 MB1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MB1098'AT AKRON.
 MB1098'AT AKRON, IN THE NORTHEAST PART OF THE CITY, NEAR THE
 MB1098'INTERSECTION OF BELDEN AVENUE AND SCENIC WAY, NEAR THE HOME
 MB1098'AVENUE WATER TANK, 93.6 FEET NORTHEAST OF THE STATION, 7 FEET
 MB1098'WEST OF THE NORTHWEST CORNER OF THE FENCE AROUND THE WATER TANK,
 MB1098'72 FEET SOUTH OF A POWER LINE POLE, SET IN THE TOP OF A CONCRETE
 MB1098'POST FLUSH WITH THE GROUND.
 MB1098
 MB1098                          STATION RECOVERY (1983)
 MB1098
 MB1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1096 ***********************************************************************
 MB1096  DESIGNATION -  HOME RM 2
 MB1096  PID         -  MB1096
 MB1096  STATE/COUNTY-  OH/SUMMIT
 MB1096  USGS QUAD   -  AKRON EAST (1964)
 MB1096
 MB1096                         *CURRENT SURVEY CONTROL
 MB1096  ___________________________________________________________________
 MB1096* NAD 83(1986)-  41 06 44.     (N)    081 29 16.     (W)     SCALED    
 MB1096* NAVD 88     -       334.854  (meters)    1098.60   (feet)  ADJUSTED  
 MB1096  ___________________________________________________________________
 MB1096  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB1096  DYNAMIC HT  -         334.709 (meters)    1098.12  (feet)  COMP
 MB1096  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 MB1096
 MB1096  VERT ORDER  -  FIRST     CLASS II
 MB1096
 MB1096.The horizontal coordinates were scaled from a topographic map and have
 MB1096.an estimated accuracy of +/- 6 seconds.
 MB1096
 MB1096.The orthometric height was determined by differential leveling
 MB1096.and adjusted by the National Geodetic Survey in June 1991..
 MB1096
 MB1096.The geoid height was determined by GEOID03.
 MB1096
 MB1096.The dynamic height is computed by dividing the NAVD 88
 MB1096.geopotential number by the normal gravity value computed on the
 MB1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1096.degrees latitude (g = 980.6199 gals.).
 MB1096
 MB1096.The modeled gravity was interpolated from observed gravity values.
 MB1096
 MB1096;                    North         East    Units  Estimated Accuracy
 MB1096;SPC OH N     -   161,020.      685,010.      MT  (+/- 180 meters Scaled)
 MB1096
 MB1096                          SUPERSEDED SURVEY CONTROL
 MB1096
 MB1096  NGVD 29 (??/??/92)  335.051  (m)         1099.25   (f) ADJ UNCH    1 2
 MB1096
 MB1096.Superseded values are not recommended for survey control.
 MB1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1096.See file dsdata.txt to determine how the superseded data were derived.
 MB1096
 MB1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF590513(NAD 83)
 MB1096_MARKER: DR = REFERENCE MARK DISK
 MB1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1096_STAMPING: HOME NO 2 1943
 MB1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1096+STABILITY: SURFACE MOTION
 MB1096
 MB1096  HISTORY     - Date     Condition        Report By
 MB1096  HISTORY     - 1943     MONUMENTED       CGS
 MB1096  HISTORY     - 1963     GOOD             NGS
 MB1096  HISTORY     - 1983     GOOD             NGS
 MB1096
 MB1096                          STATION DESCRIPTION
 MB1096
 MB1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MB1096'AT AKRON.
 MB1096'AT AKRON, IN THE NORTHEAST PART OF THE CITY, NEAR THE INTERSECTION
 MB1096'OF BELDEN AVENUE AND SCENIC WAY, NEAR THE HOME AVENUE WATER TANK,
 MB1096'42 FEET NORTHEAST OF A CONCRETE MARKER FOR THE INTERSECTION OF
 MB1096'BELDEN AVENUE AND SCENIC WAY, 56 FEET NORTH OF THE CENTER LINE
 MB1096'OF BELDEN AVENUE, 95.7 FEET SOUTHWEST OF THE STATION AND SET IN
 MB1096'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MB1096
 MB1096                          STATION RECOVERY (1983)
 MB1096
 MB1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0067 ***********************************************************************
 MC0067  DESIGNATION -  HOMER
 MC0067  PID         -  MC0067
 MC0067  STATE/COUNTY-  OH/MEDINA
 MC0067  USGS QUAD   -  SULLIVAN (1973)
 MC0067
 MC0067                         *CURRENT SURVEY CONTROL
 MC0067  ___________________________________________________________________
 MC0067* NAD 83(1995)-  41 02 54.92644(N)    082 07 33.58037(W)     ADJUSTED  
 MC0067* NAVD 88     -       329.643  (meters)    1081.50   (feet)  ADJUSTED  
 MC0067  ___________________________________________________________________
 MC0067  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 MC0067  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MC0067  DYNAMIC HT  -         329.499 (meters)    1081.03  (feet)  COMP
 MC0067  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 MC0067
 MC0067  HORZ ORDER  -  SECOND
 MC0067  VERT ORDER  -  FIRST     CLASS I
 MC0067
 MC0067.The horizontal coordinates were established by classical geodetic methods
 MC0067.and adjusted by the National Geodetic Survey in April 1998..
 MC0067
 MC0067.The orthometric height was determined by differential leveling
 MC0067.and adjusted by the National Geodetic Survey in June 1991..
 MC0067
 MC0067.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0067
 MC0067.The geoid height was determined by GEOID03.
 MC0067
 MC0067.The dynamic height is computed by dividing the NAVD 88
 MC0067.geopotential number by the normal gravity value computed on the
 MC0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0067.degrees latitude (g = 980.6199 gals.).
 MC0067
 MC0067.The modeled gravity was interpolated from observed gravity values.
 MC0067
 MC0067;                    North         East     Units Scale Factor Converg.
 MC0067;SPC OH N     -   153,524.386   631,441.889   MT  0.99993920   +0 14 44.5
 MC0067;UTM  17      - 4,544,761.778   405,370.864   MT  0.99971021   -0 44 22.2
 MC0067
 MC0067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0067!SPC OH N     -   0.99995356  x   0.99993920  =   0.99989276
 MC0067!UTM  17      -   0.99995356  x   0.99971021  =   0.99966379
 MC0067
 MC0067:                Primary Azimuth Mark                     Grid Az
 MC0067:SPC OH N     -  HOMER AZ MK                              004 13 16.1
 MC0067:UTM  17      -  HOMER AZ MK                              005 12 22.8
 MC0067
 MC0067|---------------------------------------------------------------------|
 MC0067| PID    Reference Object                     Distance      Geod. Az  |
 MC0067|                                                           dddmmss.s |
 MC0067| MC0069 HOMER AZ MK                         APPROX. 0.6 KM 0042800.6 |
 MC0067| MC0066 HOMER RM 1                           21.866 METERS 15533     |
 MC0067| MC0068 HOMER RM 2                           20.929 METERS 26541     |
 MC0067|---------------------------------------------------------------------|
 MC0067
 MC0067                          SUPERSEDED SURVEY CONTROL
 MC0067
 MC0067  NAD 83(1986)-  41 02 54.93390(N)    082 07 33.58863(W) AD(       ) 2
 MC0067  NAD 27      -  41 02 54.73701(N)    082 07 34.02570(W) AD(       ) 2
 MC0067  NGVD 29 (??/??/92)  329.843  (m)         1082.16   (f) ADJ UNCH    1 1
 MC0067
 MC0067.Superseded values are not recommended for survey control.
 MC0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0067.See file dsdata.txt to determine how the superseded data were derived.
 MC0067
 MC0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0537144762(NAD 83)
 MC0067_MARKER: DS = TRIANGULATION STATION DISK
 MC0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0067_STAMPING: HOMER 1959
 MC0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0067+STABILITY: SURFACE MOTION
 MC0067
 MC0067  HISTORY     - Date     Condition        Report By
 MC0067  HISTORY     - 1959     MONUMENTED       CGS
 MC0067  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MC0067  HISTORY     - 1967     GOOD             NGS
 MC0067  HISTORY     - 1970     SEE DESCRIPTION  OHHD
 MC0067  HISTORY     - 1971     SEE DESCRIPTION  OHHD
 MC0067
 MC0067                          STATION DESCRIPTION
 MC0067
 MC0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 MC0067'THE STATION IS ABOUT 4 MILES SOUTH OF SPENCER, 1-1/2 MILES NORTH OF
 MC0067'HOMERVILLE, ON THE WEST SIDE
 MC0067'OF STATE HIGHWAY 301, ON THE PROPERTY OWNED BY MR. J.G. STEEL AND MR.
 MC0067'R.H. STEEL.
 MC0067'
 MC0067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
 MC0067'HIGHWAY 301 IN HOMERVILLE, GO
 MC0067'NORTH ON HIGHWAY 301 FOR 1.5 MILES TO THE HOME OF MR. R. H. STEEL ON
 MC0067'THE LEFT, CONTINUE STRAIGHT AHEAD
 MC0067'FOR 0.1 MILE TO A FARM ROAD ON THE LEFT AND THE STATION
 MC0067'ON THE LEFT.  (CONTINUE STRAIGHT AHEAD ON HIGHWAY
 MC0067'301 FOR 0.3 MILE TO THE AZIMUTH MARK ON
 MC0067'THE RIGHT.)
 MC0067'
 MC0067'STATION MARKS ARE STANDARD DISKS STAMPED HOMER 1959.  THE SURFACE
 MC0067'DISK IS SET IN A SQUARE
 MC0067'CONCRETE POST WHICH IS 15-INCHES BELOW THE SURFACE OF THE GROUND.  IT
 MC0067'IS 73 FEET WEST OF THE CENTERLINE OF
 MC0067'HIGHWAY 301, 38.5 FEET SOUTHWEST OF A TELEPHONE POLE, 23 FEET
 MC0067'EAST OF A 10-INCH APPLE TREE, 11 FEET NORTH
 MC0067'OF AN EAST-WEST FENCELINE AND 11 FEET SOUTH
 MC0067'OF THE CENTERLINE OF THE FARM ROAD.  A STANDARD METAL WITNESS
 MC0067'POST WAS SET 11 FEET SOUTH OF THE
 MC0067'MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MC0067'30 INCHES BELOW THE SURFACE OF
 MC0067'THE GROUND.
 MC0067'
 MC0067'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HOMER NO 1 1959, IS SET
 MC0067'IN A SQUARE CONCRETE POST
 MC0067'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 67 FEET NORTH
 MC0067'OF A TELEPHONE POLE, 52 FEET SOUTH
 MC0067'OF A CORNER FENCE POST AND 42 FEET WEST OF THE CENTERLINE
 MC0067'OF HIGHWAY 301.
 MC0067'
 MC0067'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOMER NO 2 1959, IS SET
 MC0067'IN A SQUARE CONCRETE POST
 MC0067'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 142 FEET WEST
 MC0067'OF THE CENTERLINE OF HIGHWAY 301, 45
 MC0067'FEET WEST OF THE 10-INCH APPLE TREE, 16 FEET EAST OF A
 MC0067'CORNER FENCE POST AND 14 FEET SOUTH OF THE
 MC0067'CENTERLINE OF THE FARM ROAD.
 MC0067'
 MC0067'AZIMUTH MARK, A STANDARD DISK STAMPED HOMER 1959, IS SET IN A SQUARE
 MC0067'CONCRETE POST WHICH IS
 MC0067'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 41 FEET EAST OF THE
 MC0067'CENTERLINE OF HIGHWAY 301 AND 1 FOOT
 MC0067'NORTH OF A POWERLINE POLE.  A STANDARD METAL WITNESS POST WAS
 MC0067'SET 2 FEET NORTHWEST OF THE MARK.
 MC0067'
 MC0067'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 MC0067
 MC0067                          STATION RECOVERY (1967)
 MC0067
 MC0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RRG)
 MC0067'THE STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE
 MC0067'ALL RECOVERED AND
 MC0067'IN GOOD CONDITION.
 MC0067'
 MC0067'THE STATION MAY BE REACHED BY GOING 5.3 MILES EAST ALONG THE B AND O
 MC0067'RAILROAD FROM THE
 MC0067'CROSSING OF STATE HIGHWAY 58 AT SULLIVAN, THENCE
 MC0067'0.7 MILE NORTH ALONG STATE HIGHWAY
 MC0067'301, ALSO ABOUT 1.5 MILES NORTH
 MC0067'ALONG STATE HIGHWAY 301 FROM THE INTERSECTION OF U.S.
 MC0067'HIGHWAY 224 IN
 MC0067'THE VILLAGE OF HOMERVILLE.
 MC0067'
 MC0067'THE STATION IS 73-1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MC0067'ABOUT 0.1 MILE NORTH
 MC0067'OF A LARGE BARN, 38 FEET SOUTHWEST OF THE 4 TH TELEPHONE
 MC0067'POLE NORTH OF THE BARN, 49-1/2
 MC0067'FEET WEST OF THE SOUTH END OF AN
 MC0067'18-INCH PIPE CULVERT UNDER A DRIVEWAY, 11.3 FEET
 MC0067'NORTH OF A METAL
 MC0067'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST 18 INCHES
 MC0067'UNDERGROUND.  THE DISK
 MC0067'IS STAMPED HOMER 1959.
 MC0067'
 MC0067'RM NO. 1 IS 71.5 FEET SOUTHEAST OF THE STATION, 43 FEET WEST OF THE
 MC0067'CENTER LINE OF THE
 MC0067'HIGHWAY, 60-1/2 FEET SOUTHWEST OF THE SOUTH END OF
 MC0067'AN 18-INCH PIPE CULVERT UNDER A
 MC0067'DRIVEWAY, 2-1/2 FEET ABOVE THE LEVEL
 MC0067'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 MC0067'POST PROJECTING
 MC0067'1 INCH ABOVE GROUND.  THE DISK IS STAMPED HOMER NO 1 1959
 MC0067'
 MC0067'RM NO. 2 IS 68.5 FEET WEST-SOUTHWEST OF THE STATION, 140 FEET WEST OF
 MC0067'THE CENTER LINE OF
 MC0067'THE HIGHWAY, 31-1/2 FEET NORTHEAST OF THE CENTER
 MC0067'LINE OF A DIRT ROAD, 2 FEET NORTH OF
 MC0067'A FENCE LINE, 65.6 FEET WEST OF
 MC0067'A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MC0067'PROJECTING 1
 MC0067'INCH ABOVE THE LEVEL OF THE GROUND.  THE DISK IS STAMPED HOMER NO
 MC0067'2 1959.
 MC0067'
 MC0067'THE AZIMUTH MARK IS LOCATED ABOUT 0.35 MILE NORTH OF THE STATION,
 MC0067'ABOUT 0.15 MILE
 MC0067'SOUTH OF THE INTERSECTION OF STATE HIGHWAY 301 AND
 MC0067'COUNTY ROAD NO. 83, 40 FEET EAST
 MC0067'OF THE CENTER LINE OF THE HIGHWAY,
 MC0067'1-1/2 FEET SOUTH OF POWER LINE POLE NO. 65 DA-1, 1
 MC0067'1/2 FEET ABOVE THE LEVEL
 MC0067'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 MC0067'INCHES ABOVE THE
 MC0067'LEVEL OF THE GROUND.
 MC0067
 MC0067                          STATION RECOVERY (1967)
 MC0067
 MC0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MC0067'6 MI NE FROM SULLIVAN.
 MC0067'ABOUT 5.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0067'THE CROSSING OF STATE HIGHWAY 58 AT SULLIVAN, THENCE 0.7 MILE
 MC0067'NORTH ALONG STATE HIGHWAY 301, ALSO ABOUT 1.5 MILES NORTH ALONG
 MC0067'STATE HIGHWAY 301 FROM THE INTERSECTION OF U.S. HIGHWAY 224 AT
 MC0067'HOMERVILLE, ABOUT 0.1 MILE NORTH OF A LARGE BARN, 73 1/2 FEET
 MC0067'WEST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET SOUTHWEST OF THE
 MC0067'4TH TELEPHONE POLE NORTH OF THE LARGE BARN, 49 1/2 FEET WEST OF
 MC0067'THE SOUTH END OF AN 18-INCH PIPE CULVERT UNDER A DRIVEWAY, 11.3
 MC0067'FEET NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 MC0067'POST 18 INCHES UNDERGROUND.
 MC0067
 MC0067                          STATION RECOVERY (1970)
 MC0067
 MC0067'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970 (WC)
 MC0067'STATION GOOD
 MC0067'
 MC0067'REF. MARK 1 GOOD
 MC0067'
 MC0067'REF. MARK 2 GOOD
 MC0067'
 MC0067'AZIMUTH MARKER GOOD
 MC0067'
 MC0067'TO REACH THE STATION FROM THE JUNCTION OF US-224 AND SR 301 IN
 MC0067'HOMERVILLE, TO NORTH ON
 MC0067'SR 301 FOR 1.1 MILES TO HOME OF MR. R.H.STEEL ON THE LEFT.
 MC0067'
 MC0067'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A FARM ROAD ON LEFT AND THE
 MC0067'STATION ON THE
 MC0067'LEFT.  CONTINUE STRAIGHT AHEAD ON SR 301 FOR 0.3 MILE TO
 MC0067'THE AZIMUTH MARK ON THE RIGHT.
 MC0067'AZIMUTH MARKER 1.6 MILES FROM US 224 AND SR 301.
 MC0067
 MC0067                          STATION RECOVERY (1971)
 MC0067
 MC0067'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1971 (ROS)
 MC0067'HOMER 1959 GOOD HAS WITNESS
 MC0067'
 MC0067'HOMER NO. 1 1959 GOOD SET WITNESS POST
 MC0067'
 MC0067'HOMER NO. 2 1959 GOOD INSTALLED STEEL WITNESS POST
 MC0067'
 MC0067'AZI. HOMER 1959 GOOD HAS WITNESS POST
 MC0067'
 MC0067'DESCRIPTION ACCURATE.
 MC0067'
 MC0067'DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES S OF SPENCER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0069 ***********************************************************************
 MC0069  DESIGNATION -  HOMER AZ MK
 MC0069  PID         -  MC0069
 MC0069  STATE/COUNTY-  OH/MEDINA
 MC0069  USGS QUAD   -  SULLIVAN (1973)
 MC0069
 MC0069                         *CURRENT SURVEY CONTROL
 MC0069  ___________________________________________________________________
 MC0069* NAD 83(1995)-  41 03 13.73364(N)    082 07 31.63950(W)     ADJUSTED  
 MC0069* NAVD 88     -       319.091  (meters)    1046.88   (feet)  ADJUSTED  
 MC0069  ___________________________________________________________________
 MC0069  X           -     659,934.543 (meters)                     COMP
 MC0069  Y           -  -4,771,462.220 (meters)                     COMP
 MC0069  Z           -   4,167,119.325 (meters)                     COMP
 MC0069  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 MC0069  ELLIP HEIGHT-         285.54  (meters)          (10/07/05) GPS OBS
 MC0069  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MC0069  DYNAMIC HT  -         318.952 (meters)    1046.43  (feet)  COMP
 MC0069  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 MC0069
 MC0069  HORZ ORDER  -  FIRST
 MC0069  VERT ORDER  -  FIRST     CLASS I
 MC0069  ELLP ORDER  -  FOURTH    CLASS II
 MC0069
 MC0069.The horizontal coordinates were established by GPS observations
 MC0069.and adjusted by the TERRASURV in August 2003..
 MC0069
 MC0069.The orthometric height was determined by differential leveling
 MC0069.and adjusted by the National Geodetic Survey in June 1991..
 MC0069
 MC0069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC0069
 MC0069.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0069
 MC0069.The ellipsoidal height was determined by GPS observations
 MC0069.and is referenced to NAD 83.
 MC0069
 MC0069.The geoid height was determined by GEOID03.
 MC0069
 MC0069.The dynamic height is computed by dividing the NAVD 88
 MC0069.geopotential number by the normal gravity value computed on the
 MC0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0069.degrees latitude (g = 980.6199 gals.).
 MC0069
 MC0069.The modeled gravity was interpolated from observed gravity values.
 MC0069
 MC0069;                    North         East     Units Scale Factor Converg.
 MC0069;SPC OH N     -   154,104.715   631,484.721   MT  0.99993917   +0 14 45.8
 MC0069;UTM  17      - 4,545,341.153   405,423.656   MT  0.99971009   -0 44 21.2
 MC0069
 MC0069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0069!SPC OH N     -   0.99995521  x   0.99993917  =   0.99989439
 MC0069!UTM  17      -   0.99995521  x   0.99971009  =   0.99966532
 MC0069
 MC0069                          SUPERSEDED SURVEY CONTROL
 MC0069
 MC0069  NGVD 29 (??/??/92)  319.292  (m)         1047.54   (f) ADJ UNCH    1 1
 MC0069
 MC0069.Superseded values are not recommended for survey control.
 MC0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0069.See file dsdata.txt to determine how the superseded data were derived.
 MC0069
 MC0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF0542445341(NAD 83)
 MC0069_MARKER: DZ = AZIMUTH MARK DISK
 MC0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0069_STAMPING: HOMER 1959
 MC0069_MARK LOGO: NONE  
 MC0069_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0069+STABILITY: SURFACE MOTION
 MC0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0069+SATELLITE: SATELLITE OBSERVATIONS - 2000
 MC0069
 MC0069  HISTORY     - Date     Condition        Report By
 MC0069  HISTORY     - 1959     MONUMENTED       CGS
 MC0069  HISTORY     - 1967     GOOD             NGS
 MC0069  HISTORY     - 2000     GOOD             OH-103
 MC0069
 MC0069                          STATION DESCRIPTION
 MC0069
 MC0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0069'6.4 MI NE FROM SULLIVAN.
 MC0069'ABOUT 5.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0069'THE CROSSING OF STATE HIGHWAY 58 AT SULLIVAN, THENCE 1.05 MILES
 MC0069'NORTH ALONG STATE HIGHWAY 301, ABOUT 0.15 MILE SOUTH OF THE
 MC0069'INTERSECTION OF COUNTY ROAD NO. 83, 134 FEET SOUTHEAST OF THE
 MC0069'APPROXIMATE CENTER OF THE JUNCTION OF THE HIGHWAY AND A DRIVEWAY
 MC0069'LEADING EAST, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 MC0069'1 1/2 FEET SOUTH OF POWER LINE POLE 65 DA-1, 1.8 FEET SOUTHEAST
 MC0069'OF A METAL WITNESS POST, 1 1/2 FEET ABOVE THE LEVEL OF THE
 MC0069'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 MC0069'ABOVE THE LEVEL OF THE GROUND.
 MC0069
 MC0069                          STATION RECOVERY (2000)
 MC0069
 MC0069'RECOVERY NOTE BY MEDINA COUNTY OHIO 2000
 MC0069'RECOVERY NOTE BY MEDINA COUNTY SANITARY ENGINEER 2000
 MC0069'FOUND AS DESCRIBED IN GOOD CONDITION.
 MC0069'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0066 ***********************************************************************
 MC0066  DESIGNATION -  HOMER RM 1
 MC0066  PID         -  MC0066
 MC0066  STATE/COUNTY-  OH/MEDINA
 MC0066  USGS QUAD   -  SULLIVAN (1973)
 MC0066
 MC0066                         *CURRENT SURVEY CONTROL
 MC0066  ___________________________________________________________________
 MC0066* NAD 83(1986)-  41 02 54.     (N)    082 07 34.     (W)     SCALED    
 MC0066* NAVD 88     -       330.185  (meters)    1083.28   (feet)  ADJUSTED  
 MC0066  ___________________________________________________________________
 MC0066  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MC0066  DYNAMIC HT  -         330.041 (meters)    1082.81  (feet)  COMP
 MC0066  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 MC0066
 MC0066  VERT ORDER  -  FIRST     CLASS I
 MC0066
 MC0066.The horizontal coordinates were scaled from a topographic map and have
 MC0066.an estimated accuracy of +/- 6 seconds.
 MC0066
 MC0066.The orthometric height was determined by differential leveling
 MC0066.and adjusted by the National Geodetic Survey in June 1991..
 MC0066
 MC0066.The geoid height was determined by GEOID03.
 MC0066
 MC0066.The dynamic height is computed by dividing the NAVD 88
 MC0066.geopotential number by the normal gravity value computed on the
 MC0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0066.degrees latitude (g = 980.6199 gals.).
 MC0066
 MC0066.The modeled gravity was interpolated from observed gravity values.
 MC0066
 MC0066;                    North         East    Units  Estimated Accuracy
 MC0066;SPC OH N     -   153,500.      631,430.      MT  (+/- 180 meters Scaled)
 MC0066
 MC0066                          SUPERSEDED SURVEY CONTROL
 MC0066
 MC0066  NGVD 29 (??/??/92)  330.385  (m)         1083.94   (f) ADJ UNCH    1 1
 MC0066
 MC0066.Superseded values are not recommended for survey control.
 MC0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0066.See file dsdata.txt to determine how the superseded data were derived.
 MC0066
 MC0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF053447(NAD 83)
 MC0066_MARKER: DR = REFERENCE MARK DISK
 MC0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0066_STAMPING: HOMER NO 1 1959
 MC0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0066+STABILITY: SURFACE MOTION
 MC0066
 MC0066  HISTORY     - Date     Condition        Report By
 MC0066  HISTORY     - 1959     MONUMENTED       CGS
 MC0066  HISTORY     - 1967     GOOD             NGS
 MC0066
 MC0066                          STATION DESCRIPTION
 MC0066
 MC0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0066'6 MI NE FROM SULLIVAN.
 MC0066'ABOUT 5.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0066'THE CROSSING OF STATE HIGHWAY 58 AT SULLIVAN, THENCE 0.7 MILE
 MC0066'NORTH ALONG STATE HIGHWAY 301, 71.5 FEET SOUTHEAST OF THE
 MC0066'STATION MARK DESCRIBED, 43 FEET WEST OF THE CENTER LINE OF THE
 MC0066'HIGHWAY, 60 1/2 FEET SOUTHWEST OF THE SOUTH END OF AN 18-INCH
 MC0066'PIPE CULVERT UNDER A DRIVEWAY, 1 1/2 FEET WEST OF A FENCE LINE,
 MC0066'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF
 MC0066'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0068 ***********************************************************************
 MC0068  DESIGNATION -  HOMER RM 2
 MC0068  PID         -  MC0068
 MC0068  STATE/COUNTY-  OH/MEDINA
 MC0068  USGS QUAD   -  SULLIVAN (1973)
 MC0068
 MC0068                         *CURRENT SURVEY CONTROL
 MC0068  ___________________________________________________________________
 MC0068* NAD 83(1986)-  41 02 54.     (N)    082 07 34.     (W)     SCALED    
 MC0068* NAVD 88     -       329.788  (meters)    1081.98   (feet)  ADJUSTED  
 MC0068  ___________________________________________________________________
 MC0068  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MC0068  DYNAMIC HT  -         329.644 (meters)    1081.51  (feet)  COMP
 MC0068  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 MC0068
 MC0068  VERT ORDER  -  FIRST     CLASS I
 MC0068
 MC0068.The horizontal coordinates were scaled from a topographic map and have
 MC0068.an estimated accuracy of +/- 6 seconds.
 MC0068
 MC0068.The orthometric height was determined by differential leveling
 MC0068.and adjusted by the National Geodetic Survey in June 1991..
 MC0068
 MC0068.The geoid height was determined by GEOID03.
 MC0068
 MC0068.The dynamic height is computed by dividing the NAVD 88
 MC0068.geopotential number by the normal gravity value computed on the
 MC0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0068.degrees latitude (g = 980.6199 gals.).
 MC0068
 MC0068.The modeled gravity was interpolated from observed gravity values.
 MC0068
 MC0068;                    North         East    Units  Estimated Accuracy
 MC0068;SPC OH N     -   153,500.      631,430.      MT  (+/- 180 meters Scaled)
 MC0068
 MC0068                          SUPERSEDED SURVEY CONTROL
 MC0068
 MC0068  NGVD 29 (??/??/92)  329.988  (m)         1082.64   (f) ADJ UNCH    1 1
 MC0068
 MC0068.Superseded values are not recommended for survey control.
 MC0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0068.See file dsdata.txt to determine how the superseded data were derived.
 MC0068
 MC0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF053447(NAD 83)
 MC0068_MARKER: DR = REFERENCE MARK DISK
 MC0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0068_STAMPING: HOMER NO 2 1959
 MC0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0068+STABILITY: SURFACE MOTION
 MC0068
 MC0068  HISTORY     - Date     Condition        Report By
 MC0068  HISTORY     - 1959     MONUMENTED       CGS
 MC0068  HISTORY     - 1967     GOOD             NGS
 MC0068
 MC0068                          STATION DESCRIPTION
 MC0068
 MC0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0068'6 MI NE FROM SULLIVAN.
 MC0068'ABOUT 5.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0068'THE CROSSING OF STATE HIGHWAY 58 AT SULLIVAN, THENCE 0.7 MILE
 MC0068'NORTH ALONG STATE HIGHWAY 301, 140 FEET WEST OF THE CENTER LINE
 MC0068'OF THE HIGHWAY, 68.5 FEET WEST-SOUTHWEST OF THE STATION MARK,
 MC0068'31 1/2 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 2 FEET
 MC0068'NORTH OF A FENCE LINE, 65.6 FEET WEST OF A METAL WITNESS POST,
 MC0068'ABOUT LEVEL WITH THE FARM ROAD, SET IN THE TOP OF A CONCRETE
 MC0068'POST PROJECTING 0.1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1826 ***********************************************************************
 KZ1826  DESIGNATION -  HONEY
 KZ1826  PID         -  KZ1826
 KZ1826  STATE/COUNTY-  OH/COSHOCTON
 KZ1826  USGS QUAD   -  BRINKHAVEN (1982)
 KZ1826
 KZ1826                         *CURRENT SURVEY CONTROL
 KZ1826  ___________________________________________________________________
 KZ1826* NAD 83(1995)-  40 22 59.20381(N)    082 08 15.17376(W)     ADJUSTED  
 KZ1826* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 KZ1826  ___________________________________________________________________
 KZ1826  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 KZ1826  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KZ1826
 KZ1826  HORZ ORDER  -  THIRD
 KZ1826
 KZ1826.The horizontal coordinates were established by classical geodetic methods
 KZ1826.and adjusted by the National Geodetic Survey in April 1998..
 KZ1826
 KZ1826.The orthometric height was scaled from a topographic map.
 KZ1826
 KZ1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1826
 KZ1826.The geoid height was determined by GEOID03.
 KZ1826
 KZ1826;                    North         East     Units Scale Factor Converg.
 KZ1826;SPC OH N     -    79,623.286   630,777.704   MT  1.00001000   +0 14 17.2
 KZ1826;UTM  17      - 4,470,901.398   403,443.023   MT  0.99971476   -0 44 13.4
 KZ1826
 KZ1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1826!SPC OH N     -   0.99994738  x   1.00001000  =   0.99995738
 KZ1826!UTM  17      -   0.99994738  x   0.99971476  =   0.99966216
 KZ1826
 KZ1826|---------------------------------------------------------------------|
 KZ1826| PID    Reference Object                     Distance      Geod. Az  |
 KZ1826|                                                           dddmmss.s |
 KZ1826| CE6726 HONEY RM 1                           10.880 METERS 06444     |
 KZ1826| CE6725 HONEY AZ MK                                        1881051.5 |
 KZ1826| CE6727 HONEY RM 2                            8.483 METERS 19111     |
 KZ1826|---------------------------------------------------------------------|
 KZ1826
 KZ1826                          SUPERSEDED SURVEY CONTROL
 KZ1826
 KZ1826  NAD 83(1986)-  40 22 59.20927(N)    082 08 15.17870(W) AD(       ) 3
 KZ1826  NAD 27      -  40 22 58.96242(N)    082 08 15.65271(W) AD(       ) 3
 KZ1826
 KZ1826.Superseded values are not recommended for survey control.
 KZ1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1826.See file dsdata.txt to determine how the superseded data were derived.
 KZ1826
 KZ1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME0344370901(NAD 83)
 KZ1826_MARKER: DS = TRIANGULATION STATION DISK
 KZ1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1826
 KZ1826  HISTORY     - Date     Condition        Report By
 KZ1826  HISTORY     - 1959     MONUMENTED       CGS
 KZ1826
 KZ1826                          STATION DESCRIPTION
 KZ1826
 KZ1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1826'THE STATION IS ABOUT 6.5 MILES SOUTHEAST OF BRINKHAVEN, 4 MILES NORTH
 KZ1826'OF NEW CASTLE AND 2 MILES
 KZ1826'NORTH OF WALHONDING, IS THE SOUTH CENTER OF SECTION 23, T 7 N,
 KZ1826'R 9 W, IN TIVERTON TOWNSHIP, ON
 KZ1826'PROPERTY OWNED BY MR. J.C. LONGSINGER.
 KZ1826'
 KZ1826'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 206 AND U.S.
 KZ1826'HIGHWAY 36 IN WOLHONDING, GO
 KZ1826'NORTH ON HIGHWAY 206 FOR 1.8 MILES TO A DIRT ROAD ON THE RIGHT ON TOP
 KZ1826'OF A GRADE AND SOME OIL STORAGE
 KZ1826'TANKS AND THE STATION ON THE RIGHT.
 KZ1826'
 KZ1826'STATION MARKS ARE STANDARD DISKS STAMPED HONEY 1959.  THE SURFACE
 KZ1826'DISK IS SET IN A SQUARE
 KZ1826'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KZ1826'35 FEET NORTH OF THE CENTERLINE
 KZ1826'OF THE DIRT ROAD, 29 FEET EAST OF THE CENTERLINE OF HIGHWAY 206,
 KZ1826'19 FEET SOUTH OF AN EAST-WEST FENCELINE
 KZ1826'AND 7.5 FEET SOUTH OF AN OIL STORAGE TANK.  A
 KZ1826'STANDARD METAL WITNESS POST WAS SET 5 FEET WEST OF THE
 KZ1826'MARK.  THE UNDERGROUND DISK IS SET
 KZ1826'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE
 KZ1826'GROUND.
 KZ1826'
 KZ1826'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HONEY NO 1 1959, IS SET
 KZ1826'IN A SQUARE CONCRETE POST
 KZ1826'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 63 FEET EAST OF
 KZ1826'THE CENTERLINE OF HIGHWAY 206, 53
 KZ1826'FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD AND 1 FOOT
 KZ1826'SOUTH OF THE EAST-WEST FENCELINE.
 KZ1826'
 KZ1826'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HONEY NO 2 1959, IS SET
 KZ1826'IN A SQUARE CONCRETE POST
 KZ1826'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 29 FEET EAST OF
 KZ1826'THE CENTERLINE OF HIGHWAY 206 AND 10
 KZ1826'FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD.
 KZ1826'
 KZ1826'AZIMUTH MARK, A STANDARD DISK STAMPED HONEY 1959, IS SET IN A SQUARE
 KZ1826'CONCRETE POST WHICH
 KZ1826'PROJECTS 4 INCHES.  IT IS 33 FEET EAST OF THE CENTERLINE OF HIGHWAY
 KZ1826'206 AND 1 FOOT WEST OF A
 KZ1826'NORTH-SOUTH FENCELINE.  A STANDARD METAL WITNESS POST WAS SET 2.5
 KZ1826'FEET NORTH OF THE MARK.
 KZ1826'
 KZ1826'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON HIGHWAY
 KZ1826'206 FOR 0.3 MILE TO THE
 KZ1826'AZIMUTH MARK ON THE LEFT ON THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0882 ***********************************************************************
 MB0882  DESIGNATION -  HOOD
 MB0882  PID         -  MB0882
 MB0882  STATE/COUNTY-  OH/TRUMBULL
 MB0882  USGS QUAD   -  GIRARD (1994)
 MB0882
 MB0882                         *CURRENT SURVEY CONTROL
 MB0882  ___________________________________________________________________
 MB0882* NAD 83(1995)-  41 10 56.03672(N)    080 39 03.82453(W)     ADJUSTED  
 MB0882* NAVD 88     -       345.789  (meters)    1134.48   (feet)  ADJUSTED  
 MB0882  ___________________________________________________________________
 MB0882  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 MB0882  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB0882  DYNAMIC HT  -         345.633 (meters)    1133.96  (feet)  COMP
 MB0882  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 MB0882
 MB0882  HORZ ORDER  -  SECOND
 MB0882  VERT ORDER  -  SECOND    CLASS 0
 MB0882
 MB0882.The horizontal coordinates were established by classical geodetic methods
 MB0882.and adjusted by the National Geodetic Survey in April 1998..
 MB0882
 MB0882.The orthometric height was determined by differential leveling
 MB0882.and adjusted by the National Geodetic Survey in June 1991..
 MB0882
 MB0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0882
 MB0882.The geoid height was determined by GEOID03.
 MB0882
 MB0882.The dynamic height is computed by dividing the NAVD 88
 MB0882.geopotential number by the normal gravity value computed on the
 MB0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0882.degrees latitude (g = 980.6199 gals.).
 MB0882
 MB0882.The modeled gravity was interpolated from observed gravity values.
 MB0882
 MB0882;                    North         East     Units Scale Factor Converg.
 MB0882;SPC OH N     -   169,942.032   755,110.716   MT  0.99994113   +1 12 52.8
 MB0882;UTM  17      - 4,559,045.589   529,265.238   MT  0.99961054   +0 13 47.1
 MB0882
 MB0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0882!SPC OH N     -   0.99995108  x   0.99994113  =   0.99989221
 MB0882!UTM  17      -   0.99995108  x   0.99961054  =   0.99956163
 MB0882
 MB0882|---------------------------------------------------------------------|
 MB0882| PID    Reference Object                     Distance      Geod. Az  |
 MB0882|                                                           dddmmss.s |
 MB0882| MB0883 HOOD RM 1                            60.164 METERS 09058     |
 MB0882| MB0881 HOOD AZ MK                                         2764020.4 |
 MB0882| MB0884 HOOD RM 2                            50.850 METERS 28345     |
 MB0882|---------------------------------------------------------------------|
 MB0882
 MB0882                          SUPERSEDED SURVEY CONTROL
 MB0882
 MB0882  NAD 83(1986)-  41 10 56.04015(N)    080 39 03.82741(W) AD(       ) 2
 MB0882  NAD 27      -  41 10 55.83200(N)    080 39 04.55800(W) AD(       ) 2
 MB0882  NGVD 29 (??/??/92)  345.960  (m)         1135.04   (f) ADJ UNCH    2 0
 MB0882
 MB0882.Superseded values are not recommended for survey control.
 MB0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0882.See file dsdata.txt to determine how the superseded data were derived.
 MB0882
 MB0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2926559046(NAD 83)
 MB0882_MARKER: DS = TRIANGULATION STATION DISK
 MB0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0882_STAMPING: HOOD 1950
 MB0882_MARK LOGO: CGS   
 MB0882_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0882+STABILITY: SURFACE MOTION
 MB0882
 MB0882  HISTORY     - Date     Condition        Report By
 MB0882  HISTORY     - 1950     MONUMENTED       CGS
 MB0882  HISTORY     - 1950     GOOD             CGS
 MB0882  HISTORY     - 1953     SEE DESCRIPTION  CGS
 MB0882  HISTORY     - 19900625 GOOD             OHDT
 MB0882  HISTORY     - 19981208 GOOD             USE
 MB0882  HISTORY     - 20060522 MARK NOT FOUND   GEOCAC
 MB0882
 MB0882                          STATION DESCRIPTION
 MB0882
 MB0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB0882'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF CHURCHILL, 4
 MB0882'MILES NORTH-WEST OF HUBBARD, 3
 MB0882'1/2 MILES SOUTHEAST OF VIENNA AND ON THE SOUTH SIDE OF A MACADAM ROAD
 MB0882'DIRECTLY OPPOSITE OF MR. C. M.
 MB0882'HOODS RESIDENCE.  IT IS 36 FEET SOUTH OF THE CENTERLINE
 MB0882'OF THE CREWS-HOOD ROAD, 69 FEET SOUTHWEST OF
 MB0882'TELEPHONE POLE NO 926, 16.75 SOUTHWEST OF
 MB0882'A WHITE WITNESS POST AND 9 INCHES BELOW THE SURFACE.  IT IS
 MB0882'STAMPED HOOD 1950.
 MB0882'
 MB0882'REFERENCE MARK NO. 1 IS 17 FEET SOUTH OF THE CENTERLINE OF THE
 MB0882'CREWS-HOOD ROAD, 1 FOOT WEST
 MB0882'OF TELEPHONE POLE NO 925 AND IS STAMPED HOOD NO 1 1950.
 MB0882'
 MB0882'REFERENCE MARK NO. 2 IS 14 FEET SOUTH OF THE CREWS-HOOD ROAD
 MB0882'(CENTERLINE), 5 FEET SOUTH OF
 MB0882'THE SOUTH EDGE OF THE ROAD AND 7 FEET NORTH OF A 9 INCH CHERRY TREE.
 MB0882'THE MARK IS STAMPED HOOD NO 2 1950.
 MB0882'
 MB0882'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE POST FLUSH WITH
 MB0882'THE SURFACE, 19-1/2 FEET NORTH
 MB0882'OF THE CENTERLINE OF THE CREWS-HOOD ROAD, 10 FEET EAST OF THE
 MB0882'CENTERLINE OF A GRAVELED LANE AND
 MB0882'2.3 FEET SOUTH OF POWER POLE NO 92 TX-4.  THE MARK IS
 MB0882'1.4 FEET EAST OF A WITNESS POST AND IS STAMPED HOOD
 MB0882'1950.
 MB0882'
 MB0882'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES NO 90 AND
 MB0882'NO 304 IN CHURCHILL, GO
 MB0882'NORTH ON HIGHWAY NO 90 FOR 1-1/2 MILES TO THE CREWS-HOOD ROAD RIGHT,
 MB0882'TURN RIGHT AND GO 0.4 MILE TO THE
 MB0882'AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.3
 MB0882'MILE TO THE STATION SITE ON THE RIGHT SIDE OF
 MB0882'THE ROAD.
 MB0882
 MB0882                          STATION RECOVERY (1950)
 MB0882
 MB0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 MB0882'2.2 MI NE FROM CHURCHILL.
 MB0882'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 90 FROM THE CEMETERY
 MB0882'AT CHURCHILL, THENCE ABOUT 0.7 MILE EAST ALONG THE CREWS-HOOD
 MB0882'ROAD, DIRECTLY OPPOSITE THE RESIDENCE OF MR. C.M. HOOD, 36 FEET
 MB0882'SOUTH OF THE CREWS-HOOD ROAD, 69 FEET SOUTHWEST OF TELEPHONE POLE
 MB0882'926, 16.75 FEET SOUTHWEST OF A WHITE WITNESS POST.  A STANDARD
 MB0882'DISK SET IN THE TOP OF A CONCRETE POST AND ABOUT 9 INCHES BELOW
 MB0882'THE SURFACE OF THE GROUND.
 MB0882
 MB0882                          STATION RECOVERY (1953)
 MB0882
 MB0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 MB0882'DESCRIPTION SHOULD BE CHANGED TO READ TIPETS - WICK ROAD, NOT
 MB0882'CREWS-HOOD ROAD.
 MB0882'DESCRIPTION OTHERWISE GOOD.
 MB0882
 MB0882                          STATION RECOVERY (1990)
 MB0882
 MB0882'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 MB0882'------ REPORT BY ODOT ---------1990--------- CONDITION - (STATION MARK
 MB0882'GOOD)(DID NOT FIELD RESEARCH REF. NO.1,REF.NO.2,OR AZIMUTH MARK)
 MB0882
 MB0882                          STATION RECOVERY (1998)
 MB0882
 MB0882'RECOVERY NOTE BY US ENGINEERS 1998
 MB0882'THE STATION AND RM 1 (MB0883) WERE RECOVERED AS DESCRIBED IN GOOD
 MB0882'CONDITION.  FERROUS WAS MATERIAL PLACED AT THE STATION WHICH IS BURIED
 MB0882'ABOUT A FOOT, AND A CARSONITE POST WAS SET.  RM 2 (MB0880) WAS NOT
 MB0882'FOUND, AND MAY HAVE BEEN DESTROYED BY RECENT WATERLINE CONSTRUCTION.
 MB0882'A THROUGH SEARCH WAS NOT MADE THE AZIMUTH MARK (MB0881) WAS RECOVERED
 MB0882'AS DESCRIBED, BUT APPEARS TO BE LEANING SLIGHTLY.
 MB0882
 MB0882                          STATION RECOVERY (2006)
 MB0882
 MB0882'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0882'THE AREA HAS BEEN EXTENSIVELY REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0881 ***********************************************************************
 MB0881  DESIGNATION -  HOOD AZ MK
 MB0881  PID         -  MB0881
 MB0881  STATE/COUNTY-  OH/TRUMBULL
 MB0881  USGS QUAD   -  GIRARD (1994)
 MB0881
 MB0881                         *CURRENT SURVEY CONTROL
 MB0881  ___________________________________________________________________
 MB0881* NAD 83(1986)-  41 10 58.     (N)    080 39 28.     (W)     SCALED    
 MB0881* NAVD 88     -       332.975  (meters)    1092.44   (feet)  ADJUSTED  
 MB0881  ___________________________________________________________________
 MB0881  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB0881  DYNAMIC HT  -         332.825 (meters)    1091.94  (feet)  COMP
 MB0881  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 MB0881
 MB0881  VERT ORDER  -  SECOND    CLASS 0
 MB0881
 MB0881.The horizontal coordinates were scaled from a topographic map and have
 MB0881.an estimated accuracy of +/- 6 seconds.
 MB0881
 MB0881.The orthometric height was determined by differential leveling
 MB0881.and adjusted by the National Geodetic Survey in June 1991..
 MB0881
 MB0881.The geoid height was determined by GEOID03.
 MB0881
 MB0881.The dynamic height is computed by dividing the NAVD 88
 MB0881.geopotential number by the normal gravity value computed on the
 MB0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0881.degrees latitude (g = 980.6199 gals.).
 MB0881
 MB0881.The modeled gravity was interpolated from observed gravity values.
 MB0881
 MB0881;                    North         East    Units  Estimated Accuracy
 MB0881;SPC OH N     -   169,990.      754,550.      MT  (+/- 180 meters Scaled)
 MB0881
 MB0881                          SUPERSEDED SURVEY CONTROL
 MB0881
 MB0881  NGVD 29 (??/??/92)  333.147  (m)         1093.00   (f) ADJ UNCH    2 0
 MB0881
 MB0881.Superseded values are not recommended for survey control.
 MB0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0881.See file dsdata.txt to determine how the superseded data were derived.
 MB0881
 MB0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF287591(NAD 83)
 MB0881_MARKER: DZ = AZIMUTH MARK DISK
 MB0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0881_STAMPING: HOOD 1950
 MB0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0881+STABILITY: SURFACE MOTION
 MB0881
 MB0881  HISTORY     - Date     Condition        Report By
 MB0881  HISTORY     - 1950     MONUMENTED       CGS
 MB0881  HISTORY     - 19930831 MARK NOT FOUND   OHDT
 MB0881  HISTORY     - 20060522 MARK NOT FOUND   GEOCAC
 MB0881
 MB0881                          STATION DESCRIPTION
 MB0881
 MB0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0881'1.9 MI NE FROM CHURCHILL.
 MB0881'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 90 FROM THE CEMETERY
 MB0881'AT CHURCHILL, THENCE ABOUT 0.4 MILE EAST ALONG CREWS-HOOD ROAD,
 MB0881'19.5 FEET NORTH OF THE CENTERLINE OF THE CREWS-HOOD ROAD, 10 FEET
 MB0881'EAST OF THE CENTERLINE OF A GRAVELED LANE, 2.3 FEET SOUTH OF
 MB0881'POWER POLE 92-TX-4.  IT IS 1.4 FEET EAST OF A WITNESS POST.  A
 MB0881'STANDARD DISK SET IN A CONCRETE POST AND ABOUT FLUSH WITH THE
 MB0881'SURFACE OF THE GROUND.
 MB0881
 MB0881                          STATION RECOVERY (1993)
 MB0881
 MB0881'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0881'MARK NOT FOUND.
 MB0881
 MB0881                          STATION RECOVERY (2006)
 MB0881
 MB0881'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0881'THE AREA HAS BEEN EXTENSIVELY REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0883 ***********************************************************************
 MB0883  DESIGNATION -  HOOD RM 1
 MB0883  PID         -  MB0883
 MB0883  STATE/COUNTY-  OH/TRUMBULL
 MB0883  USGS QUAD   -  GIRARD (1994)
 MB0883
 MB0883                         *CURRENT SURVEY CONTROL
 MB0883  ___________________________________________________________________
 MB0883* NAD 83(1986)-  41 10 56.     (N)    080 39 03.     (W)     SCALED    
 MB0883* NAVD 88     -       343.714  (meters)    1127.67   (feet)  ADJUSTED  
 MB0883  ___________________________________________________________________
 MB0883  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB0883  DYNAMIC HT  -         343.559 (meters)    1127.16  (feet)  COMP
 MB0883  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 MB0883
 MB0883  VERT ORDER  -  SECOND    CLASS 0
 MB0883
 MB0883.The horizontal coordinates were scaled from a topographic map and have
 MB0883.an estimated accuracy of +/- 6 seconds.
 MB0883
 MB0883.The orthometric height was determined by differential leveling
 MB0883.and adjusted by the National Geodetic Survey in June 1991..
 MB0883
 MB0883.The geoid height was determined by GEOID03.
 MB0883
 MB0883.The dynamic height is computed by dividing the NAVD 88
 MB0883.geopotential number by the normal gravity value computed on the
 MB0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0883.degrees latitude (g = 980.6199 gals.).
 MB0883
 MB0883.The modeled gravity was interpolated from observed gravity values.
 MB0883
 MB0883;                    North         East    Units  Estimated Accuracy
 MB0883;SPC OH N     -   169,940.      755,130.      MT  (+/- 180 meters Scaled)
 MB0883
 MB0883                          SUPERSEDED SURVEY CONTROL
 MB0883
 MB0883  NGVD 29 (??/??/92)  343.886  (m)         1128.23   (f) ADJ UNCH    2 0
 MB0883
 MB0883.Superseded values are not recommended for survey control.
 MB0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0883.See file dsdata.txt to determine how the superseded data were derived.
 MB0883
 MB0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF292590(NAD 83)
 MB0883_MARKER: DR = REFERENCE MARK DISK
 MB0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0883_STAMPING: HOOD NO 1 1950
 MB0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0883+STABILITY: SURFACE MOTION
 MB0883
 MB0883  HISTORY     - Date     Condition        Report By
 MB0883  HISTORY     - 1950     MONUMENTED       CGS
 MB0883  HISTORY     - 19930831 MARK NOT FOUND   OHDT
 MB0883  HISTORY     - 20060522 MARK NOT FOUND   GEOCAC
 MB0883
 MB0883                          STATION DESCRIPTION
 MB0883
 MB0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0883'2.2 MI NE FROM CHURCHILL.
 MB0883'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 90 FROM THE CEMETERY
 MB0883'AT CHURCHILL, THENCE ABOUT 0.7 MILE EAST ALONG THE CREWS-HOOD
 MB0883'ROAD, 17 FEET SOUTH OF THE CENTERLINE OF THE CREWS-HOOD ROAD, 1
 MB0883'FOOT WEST OF TELEPHONE POLE 925, A STANDARD DISK SET IN THE TOP
 MB0883'OF A CONCRETE POST AND ABOUT FLUSH WITH THE LEVEL OF THE GROUND.
 MB0883
 MB0883                          STATION RECOVERY (1993)
 MB0883
 MB0883'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0883'MARK NOT FOUND.
 MB0883
 MB0883                          STATION RECOVERY (2006)
 MB0883
 MB0883'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0883'THE AREA HAS BEEN EXTENSIVELY REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0884 ***********************************************************************
 MB0884  DESIGNATION -  HOOD RM 2
 MB0884  PID         -  MB0884
 MB0884  STATE/COUNTY-  OH/TRUMBULL
 MB0884  USGS QUAD   -  GIRARD (1994)
 MB0884
 MB0884                         *CURRENT SURVEY CONTROL
 MB0884  ___________________________________________________________________
 MB0884* NAD 83(1986)-  41 10 56.     (N)    080 39 03.     (W)     SCALED    
 MB0884* NAVD 88     -       345.475  (meters)    1133.45   (feet)  ADJUSTED  
 MB0884  ___________________________________________________________________
 MB0884  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB0884  DYNAMIC HT  -         345.320 (meters)    1132.94  (feet)  COMP
 MB0884  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 MB0884
 MB0884  VERT ORDER  -  SECOND    CLASS 0
 MB0884
 MB0884.The horizontal coordinates were scaled from a topographic map and have
 MB0884.an estimated accuracy of +/- 6 seconds.
 MB0884
 MB0884.The orthometric height was determined by differential leveling
 MB0884.and adjusted by the National Geodetic Survey in June 1991..
 MB0884
 MB0884.The geoid height was determined by GEOID03.
 MB0884
 MB0884.The dynamic height is computed by dividing the NAVD 88
 MB0884.geopotential number by the normal gravity value computed on the
 MB0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0884.degrees latitude (g = 980.6199 gals.).
 MB0884
 MB0884.The modeled gravity was interpolated from observed gravity values.
 MB0884
 MB0884;                    North         East    Units  Estimated Accuracy
 MB0884;SPC OH N     -   169,940.      755,130.      MT  (+/- 180 meters Scaled)
 MB0884
 MB0884                          SUPERSEDED SURVEY CONTROL
 MB0884
 MB0884  NGVD 29 (??/??/92)  345.647  (m)         1134.01   (f) ADJ UNCH    2 0
 MB0884
 MB0884.Superseded values are not recommended for survey control.
 MB0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0884.See file dsdata.txt to determine how the superseded data were derived.
 MB0884
 MB0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF292590(NAD 83)
 MB0884_MARKER: DR = REFERENCE MARK DISK
 MB0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0884_STAMPING: HOOD NO 2 1950
 MB0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0884+STABILITY: SURFACE MOTION
 MB0884
 MB0884  HISTORY     - Date     Condition        Report By
 MB0884  HISTORY     - 1950     MONUMENTED       CGS
 MB0884  HISTORY     - 19930831 MARK NOT FOUND   OHDT
 MB0884  HISTORY     - 20060522 MARK NOT FOUND   GEOCAC
 MB0884
 MB0884                          STATION DESCRIPTION
 MB0884
 MB0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0884'2.2 MI NE FROM CHURCHILL.
 MB0884'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 90 FROM THE CEMETERY
 MB0884'AT CHURCHILL, THENCE ABOUT 0.7 MILE EAST ALONG THE CREWS-HOOD
 MB0884'ROAD, 14 FEET SOUTH OF THE CENTERLINE OF THE CREWS-HOOD ROAD,
 MB0884'5 FEET SOUTH OF THE SOUTH EDGE OF THE ROAD, 7 FEET NORTH OF A
 MB0884'9 INCH CHERRY TREE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0884'POST AND ABOUT FLUSH WITH THE LEVEL OF THE GROUND.
 MB0884
 MB0884                          STATION RECOVERY (1993)
 MB0884
 MB0884'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB0884'MARK NOT FOUND.
 MB0884
 MB0884                          STATION RECOVERY (2006)
 MB0884
 MB0884'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0884'THE AREA HAS BEEN EXTENSIVELY REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1453 ***********************************************************************
 MC1453  DESIGNATION -  HOOF
 MC1453  PID         -  MC1453
 MC1453  STATE/COUNTY-  OH/HENRY
 MC1453  USGS QUAD   -  MC CLURE (1971)
 MC1453
 MC1453                         *CURRENT SURVEY CONTROL
 MC1453  ___________________________________________________________________
 MC1453* NAD 83(1995)-  41 18 32.19556(N)    083 58 47.26554(W)     ADJUSTED  
 MC1453* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 MC1453  ___________________________________________________________________
 MC1453  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 MC1453  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 MC1453
 MC1453  HORZ ORDER  -  THIRD
 MC1453
 MC1453.The horizontal coordinates were established by classical geodetic methods
 MC1453.and adjusted by the National Geodetic Survey in April 1998..
 MC1453
 MC1453.The orthometric height was scaled from a topographic map.
 MC1453
 MC1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1453
 MC1453.The geoid height was determined by GEOID03.
 MC1453
 MC1453;                    North         East     Units Scale Factor Converg.
 MC1453;SPC OH N     -   183,420.564   476,092.644   MT  0.99994798   -0 58 19.7
 MC1453;UTM  17      - 4,577,337.547   250,553.764   MT  1.00036585   -1 58 04.9
 MC1453;UTM  16      - 4,577,454.586   752,829.299   MT  1.00038676   +1 59 41.1
 MC1453
 MC1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1453!SPC OH N     -   0.99997280  x   0.99994798  =   0.99992079
 MC1453!UTM  17      -   0.99997280  x   1.00036585  =   1.00033864
 MC1453!UTM  16      -   0.99997280  x   1.00038676  =   1.00035955
 MC1453
 MC1453                          SUPERSEDED SURVEY CONTROL
 MC1453
 MC1453  NAD 83(1995)-  41 18 32.20410(N)    083 58 47.27003(W) AD(       ) 3
 MC1453  NAD 83(1986)-  41 18 32.20612(N)    083 58 47.27499(W) AD(       ) 3
 MC1453  NAD 27      -  41 18 32.02100(N)    083 58 47.47000(W) AD(       ) 3
 MC1453
 MC1453.Superseded values are not recommended for survey control.
 MC1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1453.See file dsdata.txt to determine how the superseded data were derived.
 MC1453
 MC1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5055477338(NAD 83)
 MC1453_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1453_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1453_STAMPING: HOOF 1947
 MC1453_MARK LOGO: CGS   
 MC1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1453+STABILITY: SURFACE MOTION
 MC1453
 MC1453  HISTORY     - Date     Condition        Report By
 MC1453  HISTORY     - 1947     MONUMENTED       CGS
 MC1453  HISTORY     - 1963     GOOD             CGS
 MC1453  HISTORY     - 1980     GOOD             LOCENG
 MC1453  HISTORY     - 1984     GOOD             USPSQD
 MC1453
 MC1453                          STATION DESCRIPTION
 MC1453
 MC1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1453'THE STATION IS 3/4 MILE NORTH AND 2 MILES WEST OF WESTHOPE IN SEC.
 MC1453'17, RICHFIELD
 MC1453'TOWNSHIP, ON THE SARAH E. HOFF FARM AT THE NORTHWEST FENCE
 MC1453'CORNER.  THE NS FENCE MARKS
 MC1453'THE 1/4-MILE LAND SUBDIVISION LINE AND THE
 MC1453'PROPERTY LINE BETWEEN THE GARNER SPANGLER AND
 MC1453'THE SARAH E. HOFF FARMS.
 MC1453'IT IS 0.5 M. SOUTH OF THE EW FENCE AND 0.4 M. EAST OF THE NS
 MC1453'FENCE.
 MC1453'
 MC1453'STATION IS 25.6 METERS (84 FEET) FROM THE POINT OF INTERSECTION OF
 MC1453'THE CENTERLINE OF DRIVEWAY AND THE CENTERLINE OF
 MC1453'NS ROAD, IN AZIMUTH 15 DEG 30 MIN.  STATION IS 6.5 METERS E OF THE
 MC1453'CENTERLINE OF NS ROAD.
 MC1453'
 MC1453'A STANDARD DISK STAMPED HOOF 1947 SET IN THE TOP OF A CONCRETE
 MC1453'MONUMENT ABOUT 10
 MC1453'INCHES IN DIAMETER AND EMBEDDED SO THAT THE TOP IS
 MC1453'FLUSH WITH THE GROUND.
 MC1453
 MC1453                          STATION RECOVERY (1963)
 MC1453
 MC1453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1453'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1453'EXCEPTIONS--THE NORTH-SOUTH FENCE SOUTH OF THE STATION IS GONE AND
 MC1453'THE CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA TARGET 8
 MC1453'FEET IN DIAMETER.
 MC1453
 MC1453                          STATION RECOVERY (1980)
 MC1453
 MC1453'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1453'HOOF 1947 RECOVERED GOOD.
 MC1453'
 MC1453'2 FEET N.W. TO COR POST (ALL FENCES ARE GONE).
 MC1453'
 MC1453'11 FEET SW TO NE COR. CATCH BASIN.
 MC1453'
 MC1453'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.25 MI S. AND 2 MI W,
 MC1453'MCCLURE.
 MC1453
 MC1453                          STATION RECOVERY (1984)
 MC1453
 MC1453'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1453'HOOF 1947 RECOVERED GOOD.
 MC1453'
 MC1453'ADD WITNESS POST NEAR MARK TO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3411 ***********************************************************************
 JZ3411  SACS        -  This is a Secondary Airport Control Station.
 JZ3411  DESIGNATION -  HOOK
 JZ3411  PID         -  JZ3411
 JZ3411  STATE/COUNTY-  OH/BUTLER
 JZ3411  USGS QUAD   -  MIDDLETOWN (1981)
 JZ3411
 JZ3411                         *CURRENT SURVEY CONTROL
 JZ3411  ___________________________________________________________________
 JZ3411* NAD 83(1995)-  39 31 42.51752(N)    084 23 47.21993(W)     ADJUSTED  
 JZ3411* NAVD 88     -       195.83   (meters)     642.5    (feet)  GPS OBS   
 JZ3411  ___________________________________________________________________
 JZ3411  X           -     481,028.304 (meters)                     COMP
 JZ3411  Y           -  -4,902,778.218 (meters)                     COMP
 JZ3411  Z           -   4,037,845.920 (meters)                     COMP
 JZ3411  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 JZ3411  ELLIP HEIGHT-         162.26  (meters)          (10/07/05) GPS OBS
 JZ3411  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JZ3411
 JZ3411  HORZ ORDER  -  FIRST
 JZ3411  ELLP ORDER  -  FOURTH    CLASS II
 JZ3411
 JZ3411.This mark is at Hook Fld Municipal Airport (MWO)
 JZ3411
 JZ3411.The horizontal coordinates were established by GPS observations
 JZ3411.and adjusted by the National Geodetic Survey in July 1997..
 JZ3411
 JZ3411.The orthometric height was determined by GPS observations and a
 JZ3411.high-resolution geoid model.
 JZ3411
 JZ3411.GPS derived orthometric heights for airport stations designated as
 JZ3411.PACS or SACS are published to 2 decimal places.  This maintains
 JZ3411.centimeter relative accuracy between the PACS and SACS.  It does
 JZ3411.not indicate centimeter accuracy relative to other marks which are
 JZ3411.part of the NAVD 88 network.
 JZ3411
 JZ3411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3411
 JZ3411.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3411
 JZ3411.The ellipsoidal height was determined by GPS observations
 JZ3411.and is referenced to NAD 83.
 JZ3411
 JZ3411.The geoid height was determined by GEOID03.
 JZ3411
 JZ3411;                    North         East     Units Scale Factor Converg.
 JZ3411;SPC OH S     -   171,393.803   436,968.361   MT  0.99993906   -1 12 12.0
 JZ3411;UTM  16      - 4,378,662.052   723,774.070   MT  1.00021656   +1 39 27.9
 JZ3411
 JZ3411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3411!SPC OH S     -   0.99997454  x   0.99993906  =   0.99991361
 JZ3411!UTM  16      -   0.99997454  x   1.00021656  =   1.00019110
 JZ3411
 JZ3411                          SUPERSEDED SURVEY CONTROL
 JZ3411
 JZ3411  ELLIP H (07/01/97)  162.32   (m)                       GP(       ) 4 2
 JZ3411  NAD 83(1986)-  39 31 42.52367(N)    084 23 47.22966(W) AD(       ) 3
 JZ3411  NAD 27      -  39 31 42.32316(N)    084 23 47.43312(W) AD(       ) 3
 JZ3411  NGVD 29 (02/23/89)  196.0    (m)          643.     (f) GPS OBS        
 JZ3411
 JZ3411.Superseded values are not recommended for survey control.
 JZ3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3411.See file dsdata.txt to determine how the superseded data were derived.
 JZ3411
 JZ3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2377478662(NAD 83)
 JZ3411_MARKER: DH = HORIZONTAL CONTROL DISK
 JZ3411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3411_SP_SET: CONCRETE POST
 JZ3411_STAMPING: HOOK 1986
 JZ3411_MARK LOGO: NGS   
 JZ3411_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3411+STABILITY: SURFACE MOTION
 JZ3411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3411+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1995
 JZ3411
 JZ3411  HISTORY     - Date     Condition        Report By
 JZ3411  HISTORY     - 1986     MONUMENTED       NGS
 JZ3411  HISTORY     - 19860615 GOOD             NGS
 JZ3411  HISTORY     - 19870813 GOOD
 JZ3411  HISTORY     - 19951011 GOOD             NGS
 JZ3411
 JZ3411                          STATION DESCRIPTION
 JZ3411
 JZ3411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3411'THE STATION IS LOCATED AT THE MIDDLETON-HOOK FILED MUNICIPAL AIRPORT
 JZ3411'ABOUT 1.5 MILES NORTH OF DOWNTOWN MIDDLETON, 0.2 MILES WEST-NORTHWEST
 JZ3411'OF THE AIRPORT OFFICE AND 0.05 MILES WEST-NORTHWEST OF THE ARMCO
 JZ3411'HANGER.  THE AZIMUTH MARK IS LOCATED 0.6 MILES NORTHEAST OF THE STATIO
 JZ3411'AND JUST EAST OF THE JUNCTION OF TWO TAXIWAYS. AIRPORT MANAGER TERRY
 JZ3411'HOGAN, TELEPHONE 513 423 5757.
 JZ3411'TO REACH FROM THE JUNCTION OF STATE ROUTES 4 AND 73 AT THE NORTH EDGE
 JZ3411'OF MIDDLETOWN GO 0.2 MILES NORTH ON ROUTE 4 THEN WEST (LEFT) 0.75
 JZ3411'MILES ON WILBRAHAM ROAD TO A JUNCTION, TURN RIGHT(NORTH) AND GO 0.05
 JZ3411'MILE TO THE AIRPORT OFFICE ON THE LEFT AND THE STATION AS DESCRIBED.
 JZ3411'THE STATION MARKS ARE STANDARD DISKS STAMPED --HOOK 1986--.  THE
 JZ3411'SURFACE MARK IS SET IN A 28 CM ( 11 INCH) DIAMETER FLUSH CONCRETE
 JZ3411'MONUMENT 30.14 METERS (98.9 FEET) NORTHWEST OF AN ANTENNA DISK,
 JZ3411'21.3 METERS (70 FEET) SOUTHEAST OF THE SOUTHEAST EDGE OF THE MAIN
 JZ3411'TAXIWAY, 15.06 METERS (49.4 FEET) SOUTHWEST EDGE OF A TAXIWAY, 2.77
 JZ3411'METERS (9.1 FEET) NORTH OF FIBERGLASS WITNESS POST SET IN A FENCE
 JZ3411'LINE AND 2.35 METER (7.7 FEET) NORTHWEST OF A FENCE CORNER. THE
 JZ3411'UNDERGROUND MARK IS RECESS 90 CM (36 INCHES).
 JZ3411'TYPED BY JAMES MALONEY 9/06/87.
 JZ3411
 JZ3411                          STATION RECOVERY (1986)
 JZ3411
 JZ3411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ3411'THE STATION IS LOCATED AT THE HOOK FIELD MUNI AIRPORT SOUTHWEST OF THE
 JZ3411'MAIN RAMP.  IT IS 98.9 FT (30.1 M) NORTHWEST OF A MICROWAVE ANTENNA,
 JZ3411'70.0 FT (21.3 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE PARALLEL
 JZ3411'TAXIWAY, 49.4 FT (15.1 M) SOUTHWEST OF THE SOUTHWEST EDGE OF A TAXIWAY
 JZ3411'AND 7.7 FT (2.3 M) NORTHWEST OF A FENCE CORNER.  THE STATION IS A
 JZ3411'STANDARD NGS TRIANGULATION DISK STAMPED HOOK 1986 SET IN THE TOP OF A
 JZ3411'11-INCH CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.
 JZ3411
 JZ3411                          STATION RECOVERY (1987)
 JZ3411
 JZ3411'RECOVERED 1987
 JZ3411'RECOVERED IN GOOD CONDITION.
 JZ3411
 JZ3411                          STATION RECOVERY (1995)
 JZ3411
 JZ3411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JZ3411'THE STATION IS LOCATED NEAR THE NORTH SIDE OF MIDDLETOWN, AT THE HOOK
 JZ3411'FIELD MUNICIPAL AIRPORT.  MARK IS IN THE GRASS NEAR THE CENTER OF THE
 JZ3411'AIRPORT, WEST-SOUTHWEST OF THE CENTER RAMP, AND SOUTH-SOUTHEAST OF THE
 JZ3411'TAXI, NEAR THE NORTHEAST CORNER OF A CHAIN LINK FENCE. OWNERSHIP--CITY
 JZ3411'OF MIDDLETOWN, 1707 RUN WAY, MIDDLETOWN, OH.  45042. AIRPORT MANAGER
 JZ3411'TERRENCE HOGAN, PHONE 513-423-5757.  NOTE--CONTACT ASSISTANT AIRPORT
 JZ3411'MANAGER JACK ALFPAUGH ON ARRIVAL.  NOTE--THIS STATION WAS SELECTED AS
 JZ3411'A SECONDARY AIRPORT CONTROL STATION (SACS) . TO REACH THE STATION FROM
 JZ3411'THE JUNCTION OF STATE HIGHWAYS 73 AND 4 NEAR THE NORTH SIDE OF
 JZ3411'MIDDLETOWN, GO SOUTH, 0.45 KM (0.25 MI) ALONG HIGHWAY 4 TO ELWOOD
 JZ3411'STREET ON THE RIGHT.  TURN RIGHT, NORTH, 0.25 KM (0.15 MI) ALONG
 JZ3411'ELWOOD STREET TO WILBRAHAM ROAD.  TURN LEFT, WEST, 0.20 KM (0.10 MI)
 JZ3411'TO RUN WAY.  BEAR RIGHT, NORTH, 0.04 KM (0.00 MI) TO A PARKING LOT ON
 JZ3411'THE LEFT.  TURN LEFT, WEST, 0.04 KM (0.00 MI) TO THE AIRPORT OFFICE IN
 JZ3411'THE NORTHWEST CORNER OF THE BUILDING.  FROM THE JUNCTION OF RUN WAY
 JZ3411'AND WILBRAHAM ROAD, GO SOUTHWEST, 0.12 KM (0.05 MI) ALONG RUN WAY AND
 JZ3411'PASSING THROUGH A GATE TO A ROAD JUST BEFORE A HANGAR.  TURN RIGHT,
 JZ3411'NORTHWEST, 0.06 KM (0.05 MI) ALONG THE ROAD TO THE APRON.  BEAR LEFT,
 JZ3411'WEST, 0.08 KM (0.05 MI) ACROSS APRON TO THE CENTER RAMP.  BEAR RIGHT,
 JZ3411'NORTH-NORTHWEST, 0.02 KM (0.00 MI) ALONG RAMP TO THE STATION ON THE
 JZ3411'LEFT NEAR THE FENCE CORNER.  STATION IS 27.5 M (90.2 FT) SOUTHEAST OF
 JZ3411'THE TAXI CENTERLINE, 21.2 M (69.6 FT) SOUTHWEST OF THE RAMP
 JZ3411'CENTERLINE, 2.7 M (8.9 FT) NORTH OF A WITNESS POST, 2.3 M (7.5 FT)
 JZ3411'NORTHWEST OF A CHAIN LINK FENCE CORNER, AND THE MONUMENT IS LEVEL WITH
 JZ3411'THE TAXI AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3414 ***********************************************************************
 JZ3414  SACS        -  This is a Secondary Airport Control Station.
 JZ3414  DESIGNATION -  HOOK AZ MK
 JZ3414  PID         -  JZ3414
 JZ3414  STATE/COUNTY-  OH/BUTLER
 JZ3414  USGS QUAD   -  MIDDLETOWN (1981)
 JZ3414
 JZ3414                         *CURRENT SURVEY CONTROL
 JZ3414  ___________________________________________________________________
 JZ3414* NAD 83(1995)-  39 32 01.96637(N)    084 23 18.41266(W)     ADJUSTED  
 JZ3414* NAVD 88     -       197.08   (meters)     646.6    (feet)  RESET     
 JZ3414  ___________________________________________________________________
 JZ3414  X           -     481,675.791 (meters)                     COMP
 JZ3414  Y           -  -4,902,331.998 (meters)                     COMP
 JZ3414  Z           -   4,038,309.355 (meters)                     COMP
 JZ3414  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 JZ3414  ELLIP HEIGHT-         163.52  (meters)          (10/07/05) GPS OBS
 JZ3414  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JZ3414
 JZ3414  HORZ ORDER  -  FIRST
 JZ3414  VERT ORDER  -  THIRD
 JZ3414  ELLP ORDER  -  FOURTH    CLASS II
 JZ3414
 JZ3414.This mark is at Hook Fld Municipal Airport (MWO)
 JZ3414
 JZ3414.The horizontal coordinates were established by GPS observations
 JZ3414.and adjusted by the National Geodetic Survey in July 1997..
 JZ3414
 JZ3414.The orthometric height was computed from unverified reset data.
 JZ3414.No vertical observational check was made to the station.
 JZ3414
 JZ3414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3414
 JZ3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3414
 JZ3414.The ellipsoidal height was determined by GPS observations
 JZ3414.and is referenced to NAD 83.
 JZ3414
 JZ3414.The geoid height was determined by GEOID03.
 JZ3414
 JZ3414;                    North         East     Units Scale Factor Converg.
 JZ3414;SPC OH S     -   171,979.030   437,668.710   MT  0.99993930   -1 11 53.7
 JZ3414;UTM  16      - 4,379,281.681   724,444.521   MT  1.00022026   +1 39 46.9
 JZ3414
 JZ3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3414!SPC OH S     -   0.99997435  x   0.99993930  =   0.99991365
 JZ3414!UTM  16      -   0.99997435  x   1.00022026  =   1.00019460
 JZ3414
 JZ3414                          SUPERSEDED SURVEY CONTROL
 JZ3414
 JZ3414  ELLIP H (07/01/97)  163.57   (m)                       GP(       ) 4 2
 JZ3414  NAD 83(1986)-  39 32 01.97306(N)    084 23 18.42250(W) AD(       ) 3
 JZ3414  NAD 27      -  39 32 01.77253(N)    084 23 18.62682(W) AD(       ) 3
 JZ3414  NGVD 29 (10/13/05)  197.26   (m)          647.2    (f) RESET       3  
 JZ3414
 JZ3414.Superseded values are not recommended for survey control.
 JZ3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3414.See file dsdata.txt to determine how the superseded data were derived.
 JZ3414
 JZ3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2444579282(NAD 83)
 JZ3414_MARKER: DZ = AZIMUTH MARK DISK
 JZ3414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3414_SP_SET: CONCRETE POST
 JZ3414_STAMPING: HOOK 1986
 JZ3414_MARK LOGO: NGS   
 JZ3414_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3414+STABILITY: SURFACE MOTION
 JZ3414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3414+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1995
 JZ3414
 JZ3414  HISTORY     - Date     Condition        Report By
 JZ3414  HISTORY     - 1986     MONUMENTED       NGS
 JZ3414  HISTORY     - 19860615 GOOD             NGS
 JZ3414  HISTORY     - 19870813 GOOD
 JZ3414  HISTORY     - 19951011 GOOD             NGS
 JZ3414
 JZ3414                          STATION DESCRIPTION
 JZ3414
 JZ3414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JZ3414'THE STATION IS LOCATED AT THE MIDDLETON-HOOK FILED MUNICIPAL AIRPORT
 JZ3414'ABOUT 1.5 MILES NORTH OF DOWNTOWN MIDDLETON, 0.2 MILES WEST-NORTHWEST
 JZ3414'OF THE AIRPORT OFFICE AND 0.05 MILES WEST-NORTHWEST OF THE ARMCO
 JZ3414'HANGER.  THE AZIMUTH MARK IS LOCATED 0.6 MILES NORTHEAST OF THE STATIO
 JZ3414'AND JUST EAST OF THE JUNCTION OF TWO TAXIWAYS. AIRPORT MANAGER TERRY
 JZ3414'HOGAN, TELEPHONE 513 423 5757.
 JZ3414'TO REACH FROM THE JUNCTION OF STATE ROUTES 4 AND 73 AT THE NORTH EDGE
 JZ3414'OF MIDDLETOWN GO 0.2 MILES NORTH ON ROUTE 4 THEN WEST (LEFT) 0.75
 JZ3414'MILES ON WILBRAHAM ROAD TO A JUNCTION, TURN RIGHT(NORTH) AND GO 0.05
 JZ3414'MILE TO THE AIRPORT OFFICE ON THE LEFT AND THE STATION AS DESCRIBED.
 JZ3414'THE AZIMUTH MARKS ARE STANDARD DISKS STAMPED --HOOK 1986--. THE
 JZ3414'SURFACE MARK IS SET IN A 28 CM (11 INCH) DIAMETER FLUSH CONCRETE
 JZ3414'MONUMENT 44.04 METERS (144.5 FEET) EAST OF THE JUNCTION OF TWO
 JZ3414'TAXIWAYS, 12.50 METERS (41. FEET) SOUTHEAST OF THE SOUTHEAST EDGE
 JZ3414'OF THE MAIN TAXIWAY, 17.56 METERS (56.7 FEET) SOUTHWEST OF THE
 JZ3414'SOUTHEAST END OF A 12 INCH STEEL CULVERT PIPE UNDER THE MAIN
 JZ3414'TAXIWAY AND 7.32 METERS (24 FEET) NORTH OF THE NORTH EDGE OF AN
 JZ3414'EAST-WEST TAXIWAY.  THE UNDERGROUND MARK IS RECESSED 90 CM ( 36
 JZ3414'INCHES).
 JZ3414'TYPED BY JAMES MALONEY 9/06/87.
 JZ3414
 JZ3414                          STATION RECOVERY (1986)
 JZ3414
 JZ3414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JZ3414'THE STATION IS LOCATED AT THE HOOK FIELD MUNI AIRPORT NORTHEAST OF THE
 JZ3414'MAIN RAMP.  IT IS 60.8 FT (18.5 M) SOUTHEAST OF THE CENTERLINE OF THE
 JZ3414'PARALLEL TAXIWAY, 57.7 FT (17.6 M) SOUTHWEST OF THE SOUTHEAST END OF A
 JZ3414'12-INCH STEEL CULVERT THAT RUNS UNDER THE TAXIWAY AND 34.6 FT (10.5 M)
 JZ3414'NORTH OF THE CENTERLINE OF A EAST-WEST TAXIWAY.  THE STATION IS A
 JZ3414'STANDARD NGS AZIMUTH DISK STAMPED HOOK 1986 SET IN THE TOP OF A
 JZ3414'11-INCH CONCRETE MONUMENT AND IS FLUSH WITH THE SURFACE.
 JZ3414
 JZ3414                          STATION RECOVERY (1987)
 JZ3414
 JZ3414'RECOVERED 1987
 JZ3414'RECOVERED IN GOOD CONDITION.
 JZ3414
 JZ3414                          STATION RECOVERY (1995)
 JZ3414
 JZ3414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JZ3414'THE STATION IS LOCATED NEAR THE NORTH SIDE OF MIDDLETOWN, AT THE HOOK
 JZ3414'FIELD MUNICIPAL AIRPORT.  MARK IS IN THE GRASS ALONG THE
 JZ3414'SOUTH-SOUTHEAST SIDE OF THE TAXI NEAR RUNWAY END 23, NEAR THE EAST
 JZ3414'CORNER OF THE JUNCTION OF THE TAXI AND THE ANGLE RAMP TO THE
 JZ3414'SOUTHEAST.  OWNERSHIP--CITY OF MIDDLETOWN, 1707 RUN WAY, MIDDLETOWN,
 JZ3414'OH.  45042.  AIRPORT MANAGER TERRENCE HOGAN, PHONE 513-423-5757.
 JZ3414'NOTE--CONTACT ASSISTANT AIRPORT MANAGER JACK ALFPAUGH ON ARRIVAL.
 JZ3414'NOTE--THIS MARK WAS SELECTED AS A SECONDARY AIRPORT CONTROL STATION
 JZ3414'(SACS) .  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 73
 JZ3414'AND 4 NEAR THE NORTH SIDE OF MIDDLETOWN, GO SOUTH, 0.45 KM (0.25 MI)
 JZ3414'ALONG HIGHWAY 4 TO ELWOOD STREET ON THE RIGHT.  TURN RIGHT, NORTH,
 JZ3414'0.25 KM (0.15 MI) ALONG ELWOOD STREET TO WILBRAHAM ROAD.  TURN LEFT,
 JZ3414'WEST, 0.20 KM (0.10 MI) TO RUN WAY.  BEAR RIGHT, NORTH, 0.04 KM (0.00
 JZ3414'MI) TO A PARKING LOT ON THE LEFT.  TURN LEFT, WEST, 0.04 KM (0.00 MI)
 JZ3414'TO THE AIRPORT OFFICE IN THE NORTHWEST CORNER OF THE BUILDING.  FROM
 JZ3414'THE JUNCTION OF RUN WAY AND WILBRAHAM ROAD, GO SOUTHWEST, 0.12 KM
 JZ3414'(0.05 MI) ALONG RUN WAY AND PASSING THROUGH A GATE TO A ROAD JUST
 JZ3414'BEFORE A HANGAR.  TURN RIGHT, NORTHWEST, 0.06 KM (0.05 MI) ALONG THE
 JZ3414'ROAD TO THE APRON.  BEAR LEFT, WEST, 0.08 KM (0.05 MI) ACROSS APRON TO
 JZ3414'THE CENTER RAMP.  BEAR RIGHT, NORTH-NORTHWEST, 0.03 KM (0.00 MI) TO
 JZ3414'THE TAXI.  TURN RIGHT, EAST-NORTHEAST, 0.89 KM (0.55 MI) ALONG TAXI TO
 JZ3414'THE STATION ON THE RIGHT JUST SOUTHEAST OF THE JUNCTION.  STATION IS
 JZ3414'18.6 M (61.0 FT) SOUTH-SOUTHEAST OF THE TAXI CENTERLINE, 12.4 M (40.7
 JZ3414'FT) EAST OF THE MOST WESTERLY CENTER 1 OF 3 TAXI LIGHTS NEAR THE
 JZ3414'JUNCTION, 10.8 M (35.4 FT) NORTH OF THE ANGLE RAMP CENTER, 0.2 M (0.7
 JZ3414'FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS LEVEL WITH THE
 JZ3414'TAXI AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1746 ***********************************************************************
 KZ1746  DESIGNATION -  HOOVER
 KZ1746  PID         -  KZ1746
 KZ1746  STATE/COUNTY-  OH/FRANKLIN
 KZ1746  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ1746
 KZ1746                         *CURRENT SURVEY CONTROL
 KZ1746  ___________________________________________________________________
 KZ1746* NAD 83(1995)-  40 06 28.94571(N)    082 52 39.24381(W)     ADJUSTED  
 KZ1746* NAVD 88     -       280.8    (meters)     921.     (feet)  VERTCON   
 KZ1746  ___________________________________________________________________
 KZ1746  X           -     605,712.928 (meters)                     COMP
 KZ1746  Y           -  -4,847,479.734 (meters)                     COMP
 KZ1746  Z           -   4,087,326.815 (meters)                     COMP
 KZ1746  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 KZ1746  ELLIP HEIGHT-         246.47  (meters)          (10/07/05) GPS OBS
 KZ1746  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ1746
 KZ1746  HORZ ORDER  -  FIRST
 KZ1746  ELLP ORDER  -  FOURTH    CLASS I
 KZ1746
 KZ1746.The horizontal coordinates were established by GPS observations
 KZ1746.and adjusted by the National Geodetic Survey in April 1998..
 KZ1746
 KZ1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1746
 KZ1746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ1746
 KZ1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1746
 KZ1746.The ellipsoidal height was determined by GPS observations
 KZ1746.and is referenced to NAD 83.
 KZ1746
 KZ1746.The geoid height was determined by GEOID03.
 KZ1746
 KZ1746;                    North         East     Units Scale Factor Converg.
 KZ1746;SPC OH S     -   234,096.613   567,808.498   MT  1.00001564   -0 14 22.5
 KZ1746;UTM  17      - 4,441,438.218   339,979.328   MT  0.99991523   -1 12 35.4
 KZ1746
 KZ1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1746!SPC OH S     -   0.99996134  x   1.00001564  =   0.99997698
 KZ1746!UTM  17      -   0.99996134  x   0.99991523  =   0.99987657
 KZ1746
 KZ1746                          SUPERSEDED SURVEY CONTROL
 KZ1746
 KZ1746  ELLIP H (04/01/98)  246.41   (m)                       GP(       ) 4 1
 KZ1746  NAD 83(1986)-  40 06 28.95317(N)    082 52 39.24969(W) AD(       ) 1
 KZ1746  NAD 83(1986)-  40 06 28.95314(N)    082 52 39.24985(W) AD(       ) 1
 KZ1746  NGVD 29 (09/26/89)  281.0    (m)          922.     (f) GPS OBS        
 KZ1746
 KZ1746.Superseded values are not recommended for survey control.
 KZ1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1746.See file dsdata.txt to determine how the superseded data were derived.
 KZ1746
 KZ1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE3997941438(NAD 83)
 KZ1746_MARKER: DD = SURVEY DISK
 KZ1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1746_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KZ1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1746+STABILITY: SURFACE MOTION
 KZ1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1746+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KZ1746
 KZ1746  HISTORY     - Date     Condition        Report By
 KZ1746  HISTORY     - 1983     MONUMENTED       OH-049
 KZ1746  HISTORY     - 1987     GOOD             AEROS
 KZ1746
 KZ1746                          STATION DESCRIPTION
 KZ1746
 KZ1746'DESCRIBED BY AERO SERVICE CORPORATION 1987 (TJA)
 KZ1746'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 KZ1746'EAST OF WESTERVILLE, IN HOOVER DAM PARK NEAR THE EAST END OF THE DAM,
 KZ1746'3.78 KM (2.35 MI) NORTHEAST OF THE JUNCTION OF INTERSTATE 270 AND
 KZ1746'STATE ROUTE 161 AT INTERCHANGE 30,
 KZ1746'4.05 KM (2.52 MI) EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE 270
 KZ1746'AND STATE ROUTE 3 AT INTERCHANGE 29.
 KZ1746'OWNERSHIP--CITY OF COLUMBUS.
 KZ1746'
 KZ1746'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL COLLEGE ROAD
 KZ1746'AND SUNBURY ROAD LOCATED JUST SOUTH OF HOOVER DAM PARK, GO
 KZ1746'EASTERLY FOR 0.6 KM (0.4 MI) ON CENTRAL COLLEGE ROAD TO THE PAVED
 KZ1746'ENTRANCE ROAD LEFT OF HOOVER DAM PARK.
 KZ1746'TURN LEFT AND GO NORTHERLY FOR 0.2 KM (0.12 MI) ON THE PAVED ROAD TO
 KZ1746'A (Y) INTERSECTION.
 KZ1746'TURN RIGHT AND GO NORTHERLY FOR 0.5 KM (0.3 MI) ON A PAVED ROAD TO
 KZ1746'THE DAM AND THE STATION ON THE LEFT ON TOP OF A GRASSY KNOLL JUST
 KZ1746'SOUTH OF A PAVED PARKING AREA AT THE EAST END OF THE DAM.
 KZ1746'
 KZ1746'THE STATION IS A FRANKLIN CO. SURVEY DISK STAMPED---HOOVER 1983---,
 KZ1746'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KZ1746'FLUSH WITH GROUND.  LOCATED 30.4 METERS (99.6 FT) EAST-NORTHEAST
 KZ1746'FROM THE NORTHEAST CORNER OF THE BASE OF A HOOVER DAM PLAQUE, 10.9
 KZ1746'METERS (35.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A BLACKTOP
 KZ1746'PARKING LOT, 17.3 METERS (56.9 FT) NORTHWEST FROM THE NORTHWEST EDGE
 KZ1746'OF A SIX INCH DIAMETER PINE TREE.
 KZ1746'THE UNDERGROUND MARK IS A FRANKLIN CO. SURVEY DISK STAMPED---HOOVER
 KZ1746'1983---, SET IN AN IRREGULAR MASS OF CONCRETE 0.91 METERS BELOW
 KZ1746'THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1312 ***********************************************************************
 JY1312  DESIGNATION -  HOPEWELL
 JY1312  PID         -  JY1312
 JY1312  STATE/COUNTY-  OH/MUSKINGUM
 JY1312  USGS QUAD   -  GRATIOT (1992)
 JY1312
 JY1312                         *CURRENT SURVEY CONTROL
 JY1312  ___________________________________________________________________
 JY1312* NAD 83(1995)-  39 57 22.43653(N)    082 10 02.70739(W)     ADJUSTED  
 JY1312* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 JY1312  ___________________________________________________________________
 JY1312  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 JY1312  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JY1312
 JY1312  HORZ ORDER  -  FIRST
 JY1312
 JY1312.The horizontal coordinates were established by classical geodetic methods
 JY1312.and adjusted by the National Geodetic Survey in April 1998..
 JY1312
 JY1312.The orthometric height was scaled from a topographic map.
 JY1312
 JY1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1312
 JY1312.The geoid height was determined by GEOID03.
 JY1312
 JY1312;                    North         East     Units Scale Factor Converg.
 JY1312;SPC OH S     -   217,225.593   628,418.050   MT  0.99998566   +0 12 39.7
 JY1312;UTM  17      - 4,423,551.898   400,284.672   MT  0.99972241   -0 44 59.2
 JY1312
 JY1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1312!SPC OH S     -   0.99995169  x   0.99998566  =   0.99993735
 JY1312!UTM  17      -   0.99995169  x   0.99972241  =   0.99967411
 JY1312
 JY1312|---------------------------------------------------------------------|
 JY1312| PID    Reference Object                     Distance      Geod. Az  |
 JY1312|                                                           dddmmss.s |
 JY1312| CE6729 HOPEWELL RM 1                        32.000 METERS 08507     |
 JY1312| CE6728 HOPEWELL AZ MK                                     0875344.0 |
 JY1312| JX2236 ZANESVILLE TV STA WHIZ MAST         APPROX.15.9 KM 1011224.5 |
 JY1312| JY1302 ZANESVILLE MUNICIPAL TANK           APPROX.13.5 KM 1012021.8 |
 JY1312| JY1339 AMSTERDAM TV ST WHIZ MICROWAVE      APPROX.18.9 KM 2662107.8 |
 JY1312| CE6730 HOPEWELL RM 2                        35.690 METERS 28826     |
 JY1312|---------------------------------------------------------------------|
 JY1312
 JY1312                          SUPERSEDED SURVEY CONTROL
 JY1312
 JY1312  NAD 83(1986)-  39 57 22.44103(N)    082 10 02.71690(W) AD(       ) 1
 JY1312  NAD 27      -  39 57 22.20220(N)    082 10 03.20400(W) AD(       ) 1
 JY1312
 JY1312.Superseded values are not recommended for survey control.
 JY1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1312.See file dsdata.txt to determine how the superseded data were derived.
 JY1312
 JY1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME0028523552(NAD 83)
 JY1312_MARKER: DS = TRIANGULATION STATION DISK
 JY1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1312
 JY1312  HISTORY     - Date     Condition        Report By
 JY1312  HISTORY     - 1959     MONUMENTED       CGS
 JY1312  HISTORY     - 1974     GOOD             OHDT
 JY1312
 JY1312                          STATION DESCRIPTION
 JY1312
 JY1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JY1312'THE STATION IS ABOUT 8.5 MILES WEST OF ZANESVILLE, AT THE EAST EDGE
 JY1312'OF THE SMALL SETTLEMENT OF HOPEWELL, ON HIGHWAY
 JY1312'RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 40 AND OLD HIGHWAY 40.
 JY1312'
 JY1312'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND
 JY1312'COUNTY ROUTE 28 IN HOPEWELL, GO EAST ON A BLACKTOP ROAD
 JY1312'WHICH PARALLELS U.S. HIGHWAY 40 FOR 0.15 MILE AND STATION ON THE
 JY1312'RIGHT.
 JY1312'
 JY1312'STATION MARKS ARE STANDARD DISKS STAMPED HOPEWELL 1959. THE SURFACE
 JY1312'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 JY1312'OF THE GROUND. IT IS 24.5 FEET SOUTH OF THE CENTER OF THE BLACKTOP
 JY1312'ROAD AND 54.5 FEET SOUTHEAST OF A TELEPHONE POLE. THE
 JY1312'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 JY1312'BELOW THE SURFACE OF THE GROUND.
 JY1312'
 JY1312'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HOPEWELL NO 1 1959, IS
 JY1312'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES. IT IS
 JY1312'1.5 FEET WEST OF A TELEPHONE POLE AND 23 FEET SOUTH OF THE CENTER OF
 JY1312'THE BLACKTOP ROAD.
 JY1312'
 JY1312'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOPEWELL NO 2 1959, IS
 JY1312'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES. IT IS
 JY1312'17.5 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 11 FEET SOUTH OF
 JY1312'A FENCELINE AND 27 FEET SOUTHEAST OF A SMALL, TWIN-TRUNK,
 JY1312'APPLE TREE. A STANDARD METAL WITNESS POST WAS SET 1.5 FEET SOUTH OF
 JY1312'THE MARK.
 JY1312'
 JY1312'AZIMUTH MARK, A STANDARD DISK STAMPED HOPEWELL 1959, IS SET IN A
 JY1312'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 1 FOOT
 JY1312'WEST OF A TELEPHONE POLE, 32 FEET SOUTH OF THE CENTER OF THE BLACKTOP
 JY1312'ROAD AND 67 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN.
 JY1312'A STANDARD METAL WITNESS POST WAS SET 1.6 FEET NORTH OF THE MARK.
 JY1312'
 JY1312'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE BLACKTOP
 JY1312'ROAD FOR 0.45 MILE TO THE TELEPHONE POLE AND THE AZIMUTH MARK
 JY1312'ON THE RIGHT.
 JY1312
 JY1312                          STATION RECOVERY (1974)
 JY1312
 JY1312'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1974 (RLK)
 JY1312'MON - HOPEWELL 1959 RECOVERED EXCELLENT.
 JY1312'
 JY1312'REF. MONS. - HOPEWELL NO. 1 NO. 2 RECOVERED EXCELLENT.
 JY1312'
 JY1312'AZIMUTH - HOPEWELL 1959 RECOVERED EXCELLENT.
 JY1312'
 JY1312'NO PROPERTY OWNERS.  ALL POINTS ON OHIO DEPT OF TRANSPORTATION
 JY1312'RIGHT OF WAY.
 JY1312'
 JY1312'DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES WEST OF
 JY1312'ZONESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2627 ***********************************************************************
 AE2627  DESIGNATION -  HOPEWELL
 AE2627  PID         -  AE2627
 AE2627  STATE/COUNTY-  OH/MERCER
 AE2627  USGS QUAD   -  ERASTUS (1980)
 AE2627
 AE2627                         *CURRENT SURVEY CONTROL
 AE2627  ___________________________________________________________________
 AE2627* NAD 83(1995)-  40 35 39.83366(N)    084 37 58.55950(W)     ADJUSTED  
 AE2627* NAVD 88     -       260.0    (meters)     853.     (feet)  GPS OBS   
 AE2627  ___________________________________________________________________
 AE2627  X           -     453,667.902 (meters)                     COMP
 AE2627  Y           -  -4,828,928.992 (meters)                     COMP
 AE2627  Z           -   4,128,472.644 (meters)                     COMP
 AE2627  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AE2627  ELLIP HEIGHT-         226.58  (meters)          (10/07/05) GPS OBS
 AE2627  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AE2627
 AE2627  HORZ ORDER  -  FIRST
 AE2627  ELLP ORDER  -  FOURTH    CLASS I
 AE2627
 AE2627.The horizontal coordinates were established by GPS observations
 AE2627.and adjusted by the National Geodetic Survey in September 1997..
 AE2627
 AE2627.The orthometric height was determined by GPS observations and a
 AE2627.high-resolution geoid model.
 AE2627
 AE2627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2627
 AE2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2627
 AE2627.The ellipsoidal height was determined by GPS observations
 AE2627.and is referenced to NAD 83.
 AE2627
 AE2627.The geoid height was determined by GEOID03.
 AE2627
 AE2627;                    North         East     Units Scale Factor Converg.
 AE2627;SPC OH N     -   105,228.773   419,472.564   MT  0.99997305   -1 24 04.4
 AE2627;UTM  16      - 4,496,426.089   700,298.131   MT  1.00009385   +1 32 26.7
 AE2627
 AE2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2627!SPC OH N     -   0.99996446  x   0.99997305  =   0.99993751
 AE2627!UTM  16      -   0.99996446  x   1.00009385  =   1.00005830
 AE2627
 AE2627                          SUPERSEDED SURVEY CONTROL
 AE2627
 AE2627  ELLIP H (09/04/97)  226.59   (m)                       GP(       ) 4 1
 AE2627
 AE2627.Superseded values are not recommended for survey control.
 AE2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2627.See file dsdata.txt to determine how the superseded data were derived.
 AE2627
 AE2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK0029896426(NAD 83)
 AE2627_MARKER: I = METAL ROD
 AE2627_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2627_STAMPING: HOPEWELL
 AE2627_MARK LOGO: OHDT  
 AE2627_PROJECTION: RECESSED 8 CENTIMETERS
 AE2627_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2627+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2627_ROD/PIPE-DEPTH:  4.9 meters
 AE2627_SLEEVE-DEPTH  :  1.1 meters
 AE2627
 AE2627  HISTORY     - Date     Condition        Report By
 AE2627  HISTORY     - 1995     MONUMENTED       OHDT
 AE2627
 AE2627                          STATION DESCRIPTION
 AE2627
 AE2627'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (KM)
 AE2627'IN THE NORTHEAST QUARTER OF SECTION 21, TOWN 5 SOUTH, RANGE 2 EAST,
 AE2627'HOPEWELL TOWNSHIP, MERCER COUNTY, OHIO.  TO REACH FROM THE MERCER
 AE2627'COUNTY COURT HOUSE IN CELINA, TRAVEL NORTH ON US 127 0.75 MILES (1.21
 AE2627'KM) TO ITS INTERSECTION WITH TOUVELLE STREET, PROCEED WEST ON TOUVELLE
 AE2627'STREET 0.25 MILES, (0.40 KM) CONTINUE IN A NORTHWESTERLY DIRECTION ON
 AE2627'TOUVELLE STREET 1 MILE, (1.6 KM) CONTINUE IN A NORTHWESTERLY DIRECTION
 AE2627'ON FRAHM PIKE 3 MILES (4.8 KM) TO BUCK CEMETARY.  THE MARK IS IN THE
 AE2627'SOUTHEAST CORNER OF A CEMETERY, 28.5 FEET (8.7 M) IN A NORTHEASTERLY
 AE2627'DIRCTION FROM THE CENTERLINE OF FRAHM PIKE, 4.9 FEET (1.5 M) WEST FROM
 AE2627'AN IRON PIN IN CONCRETE, 5.5 FEET (1.7 M) IN A NORTHWESTERLY DIRECTION
 AE2627'FROM A CORNER POST.  THE MARK IS A STEEL ROD IN AN ALUMINUM MONUMENT
 AE2627'BOX STAMPED HOPEWELL ADJACENT TO A METAL POST PLACED BY THE MERCER
 AE2627'COUNTY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7663 ***********************************************************************
 AH7663  DESIGNATION -  HOPEWELL TWP 1
 AH7663  PID         -  AH7663
 AH7663  STATE/COUNTY-  OH/LICKING
 AH7663  USGS QUAD   -  HANOVER (1981)
 AH7663
 AH7663                         *CURRENT SURVEY CONTROL
 AH7663  ___________________________________________________________________
 AH7663* NAD 83(1995)-  40 00 57.07494(N)    082 16 16.17335(W)     ADJUSTED  
 AH7663* NAVD 88     -       307.4    (meters)    1009.     (feet)  GPS OBS   
 AH7663  ___________________________________________________________________
 AH7663  X           -     657,871.722 (meters)                     COMP
 AH7663  Y           -  -4,847,346.499 (meters)                     COMP
 AH7663  Z           -   4,079,509.747 (meters)                     COMP
 AH7663  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AH7663  ELLIP HEIGHT-         273.43  (meters)          (10/07/05) GPS OBS
 AH7663  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AH7663
 AH7663  HORZ ORDER  -  FIRST
 AH7663  ELLP ORDER  -  FOURTH    CLASS II
 AH7663
 AH7663.The horizontal coordinates were established by GPS observations
 AH7663.and adjusted by the National Geodetic Survey in February 1999..
 AH7663
 AH7663.The orthometric height was determined by GPS observations and a
 AH7663.high-resolution geoid model.
 AH7663
 AH7663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7663
 AH7663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7663
 AH7663.The ellipsoidal height was determined by GPS observations
 AH7663.and is referenced to NAD 83.
 AH7663
 AH7663.The geoid height was determined by GEOID03.
 AH7663
 AH7663;                    North         East     Units Scale Factor Converg.
 AH7663;SPC OH S     -   223,818.022   619,536.985   MT  0.99999659   +0 08 42.7
 AH7663;UTM  17      - 4,430,290.725   391,517.765   MT  0.99974487   -0 49 02.8
 AH7663
 AH7663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7663!SPC OH S     -   0.99995711  x   0.99999659  =   0.99995370
 AH7663!UTM  17      -   0.99995711  x   0.99974487  =   0.99970199
 AH7663
 AH7663                          SUPERSEDED SURVEY CONTROL
 AH7663
 AH7663  ELLIP H (02/25/99)  273.46   (m)                       GP(       ) 4 2
 AH7663
 AH7663.Superseded values are not recommended for survey control.
 AH7663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7663.See file dsdata.txt to determine how the superseded data were derived.
 AH7663
 AH7663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9151830291(NAD 83)
 AH7663_MARKER: DD = SURVEY DISK
 AH7663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7663_STAMPING: HOPEWELL TWP 1 1998
 AH7663_MARK LOGO: OH-089
 AH7663_PROJECTION: FLUSH
 AH7663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7663+STABILITY: SURFACE MOTION
 AH7663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7663+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7663
 AH7663  HISTORY     - Date     Condition        Report By
 AH7663  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7663
 AH7663                          STATION DESCRIPTION
 AH7663
 AH7663'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7663'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP IN LICKING COUNTY, OHIO
 AH7663'ABOUT 5.0 MILES (8.0 KM) NORTH OF THE TOWN OF BROWNSVILLE.  TO REACH
 AH7663'THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7663'BROWNSVILLE ROAD (CR 668) IN BROWNSVILLE PROCEED NORTH ALONG
 AH7663'BROWNSVILLE ROAD (CR 668) APPROXIMATELY 3.9 MILES (6.3 KM) TO ITS
 AH7663'INTERSECTION WITH STONEY HILL ROAD (T-289) .  TURN RIGHT AND PROCEED
 AH7663'NORTH ALONG STONEY HILL ROAD (T-289) APPROXIMATELY 1.4 MILES (2.3 KM)
 AH7663'TO ITS INTERSECTION WITH WILLS ROAD (T-283) AND THE STATION ON THE
 AH7663'RIGHT IN THE NORTHEAST CORNER OF THE INTERSECTION.  THE STATION IS A
 AH7663'STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN
 AH7663'PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND SURFACE AND STAMPED
 AH7663'HOPEWELL TWP 1 1998.  THE STATION IS 10.5 FEET (3.2 M) AZIMUTH 340
 AH7663'DEGREES TO A POWER POLE WITH NO NUMBER, 26.4 FEET (8.0 M) AZIMUTH 200
 AH7663'DEGREES TO A 36 INCH PVC CULVERT, 39.7 FEET (12.1 M) AZIMUTH 160
 AH7663'DEGREES TO A 21 INCH BLACK CHERRY TREE, AND 43.5 FEET (13.3 M) AZIMUTH
 AH7663'35 DEGREES TO AN 8 INCH BLACK WALNUT TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7664 ***********************************************************************
 AH7664  DESIGNATION -  HOPEWELL TWP 2
 AH7664  PID         -  AH7664
 AH7664  STATE/COUNTY-  OH/LICKING
 AH7664  USGS QUAD   -  TOBOSO (1978)
 AH7664
 AH7664                         *CURRENT SURVEY CONTROL
 AH7664  ___________________________________________________________________
 AH7664* NAD 83(1995)-  40 01 10.11130(N)    082 13 23.03523(W)     ADJUSTED  
 AH7664* NAVD 88     -       252.6    (meters)     829.     (feet)  GPS OBS   
 AH7664  ___________________________________________________________________
 AH7664  X           -     661,899.679 (meters)                     COMP
 AH7664  Y           -  -4,846,494.859 (meters)                     COMP
 AH7664  Z           -   4,079,782.492 (meters)                     COMP
 AH7664  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AH7664  ELLIP HEIGHT-         218.69  (meters)          (10/07/05) GPS OBS
 AH7664  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AH7664
 AH7664  HORZ ORDER  -  FIRST
 AH7664  ELLP ORDER  -  FOURTH    CLASS II
 AH7664
 AH7664.The horizontal coordinates were established by GPS observations
 AH7664.and adjusted by the National Geodetic Survey in February 1999..
 AH7664
 AH7664.The orthometric height was determined by GPS observations and a
 AH7664.high-resolution geoid model.
 AH7664
 AH7664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7664
 AH7664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7664
 AH7664.The ellipsoidal height was determined by GPS observations
 AH7664.and is referenced to NAD 83.
 AH7664
 AH7664.The geoid height was determined by GEOID03.
 AH7664
 AH7664;                    North         East     Units Scale Factor Converg.
 AH7664;SPC OH S     -   224,231.599   623,641.698   MT  0.99999729   +0 10 32.6
 AH7664;UTM  17      - 4,430,635.206   395,627.787   MT  0.99973410   -0 47 11.6
 AH7664
 AH7664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7664!SPC OH S     -   0.99996569  x   0.99999729  =   0.99996298
 AH7664!UTM  17      -   0.99996569  x   0.99973410  =   0.99969980
 AH7664
 AH7664                          SUPERSEDED SURVEY CONTROL
 AH7664
 AH7664  ELLIP H (02/25/99)  218.73   (m)                       GP(       ) 4 2
 AH7664
 AH7664.Superseded values are not recommended for survey control.
 AH7664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7664.See file dsdata.txt to determine how the superseded data were derived.
 AH7664
 AH7664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9562830635(NAD 83)
 AH7664_MARKER: DD = SURVEY DISK
 AH7664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7664_STAMPING: HOPEWELL TWP 2 1998
 AH7664_MARK LOGO: OH-089
 AH7664_PROJECTION: FLUSH
 AH7664_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7664+STABILITY: SURFACE MOTION
 AH7664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7664+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7664
 AH7664  HISTORY     - Date     Condition        Report By
 AH7664  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7664
 AH7664                          STATION DESCRIPTION
 AH7664
 AH7664'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7664'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP IN LICKING COUNTY, OHIO
 AH7664'ABOUT 2.5 MILES (4.0 KM) SOUTH OF THE TOWN OF TOBOSO.  TO REACH THE
 AH7664'STATION FROM THE INTERSECTION OF STATE ROUTE 16 AND NASHPORT ROAD (SR
 AH7664'146) PROCEED SOUTHEAST ALONG NASHPORT ROAD (SR 146) A DISTANCE OF 0.2
 AH7664'MILE (0.3 KM) TO ITS INTERSECTION WITH TOBOSO ROAD (CR 273) .  TURN
 AH7664'RIGHT AND PROCEED SOUTH ALONG TOBOSO ROAD (CR 273) A DISTANCE OF 1.8
 AH7664'MILES (2.9 KM) TO ITS INTERSECTION WITH CLAYPOOL ROAD (T-276) AND
 AH7664'GRATIOT ROAD (CR 278) .  TURN RIGHT AND PROCEED SOUTH ALONG GRATIOT
 AH7664'(CR 278) A DISTANCE OF 2.8 MILES (4.5 KM) TO ITS INTERSECTION WITH
 AH7664'BRUSHY FORK ROAD (CR 277) .  TURN RIGHT AND PROCEED NORTHWEST ALONG
 AH7664'BRUSHY FORK ROAD (CR 277) A DISTANCE OF 0.2 MILE (0.3 KM) TO ITS
 AH7664'INTERSECTION WITH MULBERRY ROAD (T-291) AND THE STATION ON THE LEFT IN
 AH7664'THE SOUTHWEST CORNER OF THE INTERSECTION.  THE STATION IS A STANDARD 3
 AH7664'1/4 INCH LICKING COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE
 AH7664'MONUMENT TWO INCHES BELOW THE GROUND SURFACE AND STAMPED HOPEWELL TWP
 AH7664'2 1998.  THE STATION IS 22.2 FEET (6.8 M) AZIMUTH 08 DEGREES TO A
 AH7664'POWER POLE WITH THE NUMBER 4M74/1, 17.9 FEET (5.5 M) AZIMUTH 191
 AH7664'DEGREES TO A TELEPHONE PEDESTAL WITH THE NUMBER 0072/177, AND 36.7
 AH7664'FEET (11.2 M) AZIMUTH 97 DEGREES TO A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7665 ***********************************************************************
 AH7665  DESIGNATION -  HOPEWELL TWP 3
 AH7665  PID         -  AH7665
 AH7665  STATE/COUNTY-  OH/LICKING
 AH7665  USGS QUAD   -  TOBOSO (1978)
 AH7665
 AH7665                         *CURRENT SURVEY CONTROL
 AH7665  ___________________________________________________________________
 AH7665* NAD 83(1995)-  40 00 28.15416(N)    082 11 50.83065(W)     ADJUSTED  
 AH7665* NAVD 88     -       312.8    (meters)    1026.     (feet)  GPS OBS   
 AH7665  ___________________________________________________________________
 AH7665  X           -     664,185.323 (meters)                     COMP
 AH7665  Y           -  -4,847,068.589 (meters)                     COMP
 AH7665  Z           -   4,078,830.057 (meters)                     COMP
 AH7665  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AH7665  ELLIP HEIGHT-         278.93  (meters)          (10/07/05) GPS OBS
 AH7665  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 AH7665
 AH7665  HORZ ORDER  -  FIRST
 AH7665  ELLP ORDER  -  FOURTH    CLASS II
 AH7665
 AH7665.The horizontal coordinates were established by GPS observations
 AH7665.and adjusted by the National Geodetic Survey in February 1999..
 AH7665
 AH7665.The orthometric height was determined by GPS observations and a
 AH7665.high-resolution geoid model.
 AH7665
 AH7665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7665
 AH7665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7665
 AH7665.The ellipsoidal height was determined by GPS observations
 AH7665.and is referenced to NAD 83.
 AH7665
 AH7665.The geoid height was determined by GEOID03.
 AH7665
 AH7665;                    North         East     Units Scale Factor Converg.
 AH7665;SPC OH S     -   222,944.542   625,832.535   MT  0.99999505   +0 11 31.1
 AH7665;UTM  17      - 4,429,311.896   397,796.130   MT  0.99972859   -0 46 11.6
 AH7665
 AH7665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7665!SPC OH S     -   0.99995624  x   0.99999505  =   0.99995129
 AH7665!UTM  17      -   0.99995624  x   0.99972859  =   0.99968485
 AH7665
 AH7665                          SUPERSEDED SURVEY CONTROL
 AH7665
 AH7665  ELLIP H (02/25/99)  278.98   (m)                       GP(       ) 4 2
 AH7665
 AH7665.Superseded values are not recommended for survey control.
 AH7665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7665.See file dsdata.txt to determine how the superseded data were derived.
 AH7665
 AH7665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE9779629312(NAD 83)
 AH7665_MARKER: DD = SURVEY DISK
 AH7665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7665_STAMPING: HOPEWELL TWP 3 1998
 AH7665_MARK LOGO: OH-089
 AH7665_PROJECTION: FLUSH
 AH7665_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7665+STABILITY: SURFACE MOTION
 AH7665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7665+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7665
 AH7665  HISTORY     - Date     Condition        Report By
 AH7665  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7665
 AH7665                          STATION DESCRIPTION
 AH7665
 AH7665'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7665'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP IN LICKING COUNTY, OHIO
 AH7665'ABOUT 3.5 MILES (5.6 KM) SOUTHEAST OF THE TOWN OF TOBOSO.  TO REACH
 AH7665'THE STATION FROM THE INTERSECTION OF STATE ROUTE 16 AND NASHPORT ROAD
 AH7665'(SR 146) PROCEED SOUTHEAST ALONG NASHPORT ROAD A DISTANCE OF 0.2 MILE
 AH7665'(0.3 KM) TO ITS INTERSECTION WITH TOBOSO ROAD (CR 273) .  TURN RIGHT
 AH7665'AND PROCEED SOUTH ALONG TOBOSO ROAD (CR 273) A DISTANCE OF 1.8 MILES
 AH7665'(2.9 KM) TO ITS INTERSECTION WITH CLAYPOOL ROAD (T-276) AND GRATIOT
 AH7665'ROAD (CR 278) .  TURN RIGHT AND PROCEED SOUTH ALONG GRATIOT ROAD (CR
 AH7665'278) A DISTANCE OF 2.7 MILES (4.3 KM) TO ITS INTERSECTION WITH BRUSHY
 AH7665'FORK ROAD (T-277) .  TURN LEFT AND PROCEED EAST ALONG BRUSHY FORK ROAD
 AH7665'(T-277) A DISTANCE OF 1.2 MILES (1.9 KM) TO ITS INTERSECTION WITH
 AH7665'VIA-KEN ROAD (T-292) AND THE STATION ON THE RIGHT IN THE TRIANGLE
 AH7665'ISLAND.  THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY
 AH7665'DISK SET IN A POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW THE
 AH7665'GROUND SURFACE AND STAMPED HOPEWELL TWP 3 1998.  THE STATION IS 20.8
 AH7665'FEET (6.3 M) AZIMUTH 243 DEGREES TO A STOP SIGN, 10.0 FEET (3.0 M)
 AH7665'AZIMUTH 338 DEGREES TO A VIA KEN ROAD SIGN, 41.9 FEET (12.8 M) AZIMUTH
 AH7665'82 DEGREES TO A MAIL BOX WITH A PICTURE OF COWS, AND 66.4 FEET (20.2
 AH7665'M) AZIMUTH 315 DEGREES TO A METAL POWER POLE WITH THE NUMBER 4M102/11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7680 ***********************************************************************
 AH7680  DESIGNATION -  HOPEWELL TWP 4
 AH7680  PID         -  AH7680
 AH7680  STATE/COUNTY-  OH/LICKING
 AH7680  USGS QUAD   -  GRATIOT (1992)
 AH7680
 AH7680                         *CURRENT SURVEY CONTROL
 AH7680  ___________________________________________________________________
 AH7680* NAD 83(1995)-  39 59 14.33670(N)    082 14 09.78912(W)     ADJUSTED  
 AH7680* NAVD 88     -       344.6    (meters)    1131.     (feet)  GPS OBS   
 AH7680  ___________________________________________________________________
 AH7680  X           -     661,120.734 (meters)                     COMP
 AH7680  Y           -  -4,848,989.041 (meters)                     COMP
 AH7680  Z           -   4,077,106.193 (meters)                     COMP
 AH7680  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AH7680  ELLIP HEIGHT-         310.62  (meters)          (10/07/05) GPS OBS
 AH7680  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AH7680
 AH7680  HORZ ORDER  -  FIRST
 AH7680  ELLP ORDER  -  FOURTH    CLASS II
 AH7680
 AH7680.The horizontal coordinates were established by GPS observations
 AH7680.and adjusted by the National Geodetic Survey in February 1999..
 AH7680
 AH7680.The orthometric height was determined by GPS observations and a
 AH7680.high-resolution geoid model.
 AH7680
 AH7680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7680
 AH7680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7680
 AH7680.The ellipsoidal height was determined by GPS observations
 AH7680.and is referenced to NAD 83.
 AH7680
 AH7680.The geoid height was determined by GEOID03.
 AH7680
 AH7680;                    North         East     Units Scale Factor Converg.
 AH7680;SPC OH S     -   220,657.482   622,543.432   MT  0.99999122   +0 10 02.9
 AH7680;UTM  17      - 4,427,080.953   394,469.964   MT  0.99973710   -0 47 39.8
 AH7680
 AH7680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7680!SPC OH S     -   0.99995127  x   0.99999122  =   0.99994249
 AH7680!UTM  17      -   0.99995127  x   0.99973710  =   0.99968839
 AH7680
 AH7680                          SUPERSEDED SURVEY CONTROL
 AH7680
 AH7680  ELLIP H (02/25/99)  310.67   (m)                       GP(       ) 4 2
 AH7680
 AH7680.Superseded values are not recommended for survey control.
 AH7680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7680.See file dsdata.txt to determine how the superseded data were derived.
 AH7680
 AH7680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE9447027081(NAD 83)
 AH7680_MARKER: DD = SURVEY DISK
 AH7680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7680_STAMPING: HOPEWELL TWP 4 1998
 AH7680_MARK LOGO: OH-089
 AH7680_PROJECTION: FLUSH
 AH7680_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7680+STABILITY: SURFACE MOTION
 AH7680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7680+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7680
 AH7680  HISTORY     - Date     Condition        Report By
 AH7680  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7680
 AH7680                          STATION DESCRIPTION
 AH7680
 AH7680'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7680'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP IN LICKING COUNTY, OHIO
 AH7680'ABOUT 3.0 MILES (4.8 KM) NORTHEAST OF THE TOWN OF BROWNSVILLE.  TO
 AH7680'REACH THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7680'BROWNSVILLE ROAD (CR 668) IN BROWNSVILLE PROCEED EAST ALONG NATIONAL
 AH7680'ROAD (US 40) A DISTANCE OF 1.0 MILE (1.6 KM) TO THE SERVICE ROAD AND
 AH7680'OLD US 40.  TURN LEFT AND PROCEED EAST ALONG OLD US 40 A DISTANCE OF
 AH7680'0.8 MILE (1.3 KM) TO ITS INTERSECTION WITH POPLAR FORKS ROAD (CR 339)
 AH7680'.  TURN LEFT AND PROCEED NORTH ALONG POPLAR FORKS ROAD (CR 339) A
 AH7680'DISTANCE OF 2.6 MILES (4.2 KM) TO ITS INTERSECTION WITH FLINT RIDGE
 AH7680'ROAD (CR 312) .  TURN LEFT AND PROCEED WEST ALONG FLINT ROAD (CR 312)
 AH7680'A DISTANCE OF 0.7 MILE (1.1 KM) TO THE STATION ON THE RIGHT.  THE
 AH7680'STATION IS ON THE OPPOSITE SIDE OF THE ROAD FROM HOUSE NUMBER 16830.
 AH7680'THE STATION IS A STANDARD 3 1/4 INCH LICKING COUNTY SURVEY DISK SET IN
 AH7680'A POURED IN PLACE CONCRETE MONUMENT ONE INCH BELOW THE GROUND SURFACE
 AH7680'AND STAMPED HOPEWELL TWP 4 1998.  THE STATION IS 40.1 FEET (12.2 M)
 AH7680'AZIMUTH 172 DEGREES TO A NAIL IN THE PAVEMENT, 28.2 FEET (8.6 M)
 AH7680'AZIMUTH 257 DEGREES TO A NAIL IN THE PAVEMENT, 85.6 FEET (26.1 M)
 AH7680'AZIMUTH 228 DEGREES TO A POWER POLE WITH THE NUMBER 013/0898, AND 57.6
 AH7680'FEET (17.6 M) AZIMUTH 130 DEGREES TO A LOT 2/3 REFERENCE IRON PIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7681 ***********************************************************************
 AH7681  DESIGNATION -  HOPEWELL TWP 5
 AH7681  PID         -  AH7681
 AH7681  STATE/COUNTY-  OH/LICKING
 AH7681  USGS QUAD   -  GRATIOT (1992)
 AH7681
 AH7681                         *CURRENT SURVEY CONTROL
 AH7681  ___________________________________________________________________
 AH7681* NAD 83(1995)-  39 59 12.07951(N)    082 11 48.50890(W)     ADJUSTED  
 AH7681* NAVD 88     -       330.3    (meters)    1084.     (feet)  GPS OBS   
 AH7681  ___________________________________________________________________
 AH7681  X           -     664,446.471 (meters)                     COMP
 AH7681  Y           -  -4,848,568.618 (meters)                     COMP
 AH7681  Z           -   4,077,043.724 (meters)                     COMP
 AH7681  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AH7681  ELLIP HEIGHT-         296.42  (meters)          (10/07/05) GPS OBS
 AH7681  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AH7681
 AH7681  HORZ ORDER  -  FIRST
 AH7681  ELLP ORDER  -  FOURTH    CLASS II
 AH7681
 AH7681.The horizontal coordinates were established by GPS observations
 AH7681.and adjusted by the National Geodetic Survey in February 1999..
 AH7681
 AH7681.The orthometric height was determined by GPS observations and a
 AH7681.high-resolution geoid model.
 AH7681
 AH7681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7681
 AH7681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7681
 AH7681.The ellipsoidal height was determined by GPS observations
 AH7681.and is referenced to NAD 83.
 AH7681
 AH7681.The geoid height was determined by GEOID03.
 AH7681
 AH7681;                    North         East     Units Scale Factor Converg.
 AH7681;SPC OH S     -   220,598.390   625,895.480   MT  0.99999110   +0 11 32.6
 AH7681;UTM  17      - 4,426,965.639   397,819.682   MT  0.99972853   -0 46 08.9
 AH7681
 AH7681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7681!SPC OH S     -   0.99995350  x   0.99999110  =   0.99994460
 AH7681!UTM  17      -   0.99995350  x   0.99972853  =   0.99968204
 AH7681
 AH7681                          SUPERSEDED SURVEY CONTROL
 AH7681
 AH7681  ELLIP H (02/25/99)  296.46   (m)                       GP(       ) 4 2
 AH7681
 AH7681.Superseded values are not recommended for survey control.
 AH7681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7681.See file dsdata.txt to determine how the superseded data were derived.
 AH7681
 AH7681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE9782026966(NAD 83)
 AH7681_MARKER: DD = SURVEY DISK
 AH7681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7681_STAMPING: HOPEWELL TWP 5 1998
 AH7681_MARK LOGO: OH-089
 AH7681_PROJECTION: FLUSH
 AH7681_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7681+STABILITY: SURFACE MOTION
 AH7681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7681+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7681
 AH7681  HISTORY     - Date     Condition        Report By
 AH7681  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7681
 AH7681                          STATION DESCRIPTION
 AH7681
 AH7681'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7681'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP IN LICKING COUNTY, OHIO
 AH7681'ABOUT 3.0 MILES (4.8 KM) NORTHEAST OF THE TOWN OF BROWNSVILLE.  TO
 AH7681'REACH THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7681'BROWNSVILLE ROAD (CR 668) IN BROWNSVILLE PROCEED EAST ALONG NATIONAL
 AH7681'ROAD (US 40) A DISTANCE OF 1.0 MILE (1.6 KM) TO THE SERVICE ROAD AND
 AH7681'OLD US 40.  TURN LEFT AND PROCEED EAST ALONG OLD US 40 A DISTANCE OF
 AH7681'0.8 MILE (1.3 KM) TO ITS INTERSECTION WITH POPLAR FORKS ROAD (CR 339)
 AH7681'.  TURN LEFT AND PROCEED NORTH ALONG POPLAR FORKS ROAD (CR 339) A
 AH7681'DISTANCE OF 2.6 MILES (4.2 KM) TO ITS INTERSECTION WITH FLINT RIDGE
 AH7681'ROAD (CR 312) .  TURN RIGHT AND PROCEED EAST ALONG FLINT ROAD (CR 312)
 AH7681'A DISTANCE OF 0.6 MILE (1.0 KM) TO ITS INTERSECTION WITH GRATIOT ROAD
 AH7681'(T-278) .  TURN LEFT AND PROCEED NORTH ALONG FLINT RIDGE ROAD (T-312)
 AH7681'A DISTANCE OF 0.5 MILE (0.8 KM) TO ITS INTERSECTION WITH VIA KEN ROAD
 AH7681'(T-292) AND FLINT RIDGE ROAD (T-312) .  TURN RIGHT AND PROCEED EAST
 AH7681'ALONG FLINT RIDGE ROAD (T-312) A DISTANCE OF 0.5 MILE (0.8 KM) TO THE
 AH7681'STATION ON THE LEFT.  THE STATION IS A STANDARD 3 1/4 INCH LICKING
 AH7681'COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT ONE INCH
 AH7681'BELOW THE GROUND SURFACE AND STAMPED HOPEWELL TWP 5 1998.  THE STATION
 AH7681'IS 21.1 FEET (6.4 M) AZIMUTH 87 DEGREES TO A WOOD GATE POST, 15.9 FEET
 AH7681'(4.8 M) AZIMUTH 95 DEGREES TO A 10 INCH STEEL PIPE CULVERT, 37.5 FEET
 AH7681'(11.4 M) AZIMUTH 147 DEGREES TO ANOTHER WOOD GATE POST, AND 13.6 FEET
 AH7681'(4.1 M) NORTH FROM THE CENTERLINE OF FLINT RIDGE ROAD (T-312) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7679 ***********************************************************************
 AH7679  DESIGNATION -  HOPEWELL TWP 6
 AH7679  PID         -  AH7679
 AH7679  STATE/COUNTY-  OH/LICKING
 AH7679  USGS QUAD   -  GLENFORD (1992)
 AH7679
 AH7679                         *CURRENT SURVEY CONTROL
 AH7679  ___________________________________________________________________
 AH7679* NAD 83(1995)-  39 58 32.25610(N)    082 16 00.69072(W)     ADJUSTED  
 AH7679* NAVD 88     -       310.3    (meters)    1018.     (feet)  GPS OBS   
 AH7679  ___________________________________________________________________
 AH7679  X           -     658,622.190 (meters)                     COMP
 AH7679  Y           -  -4,850,144.194 (meters)                     COMP
 AH7679  Z           -   4,076,089.632 (meters)                     COMP
 AH7679  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AH7679  ELLIP HEIGHT-         276.37  (meters)          (10/07/05) GPS OBS
 AH7679  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AH7679
 AH7679  HORZ ORDER  -  FIRST
 AH7679  ELLP ORDER  -  FOURTH    CLASS II
 AH7679
 AH7679.The horizontal coordinates were established by GPS observations
 AH7679.and adjusted by the National Geodetic Survey in February 1999..
 AH7679
 AH7679.The orthometric height was determined by GPS observations and a
 AH7679.high-resolution geoid model.
 AH7679
 AH7679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7679
 AH7679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7679
 AH7679.The ellipsoidal height was determined by GPS observations
 AH7679.and is referenced to NAD 83.
 AH7679
 AH7679.The geoid height was determined by GEOID03.
 AH7679
 AH7679;                    North         East     Units Scale Factor Converg.
 AH7679;SPC OH S     -   219,352.371   619,915.686   MT  0.99998909   +0 08 52.6
 AH7679;UTM  17      - 4,425,820.454   391,821.340   MT  0.99974407   -0 48 50.4
 AH7679
 AH7679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7679!SPC OH S     -   0.99995665  x   0.99998909  =   0.99994574
 AH7679!UTM  17      -   0.99995665  x   0.99974407  =   0.99970073
 AH7679
 AH7679                          SUPERSEDED SURVEY CONTROL
 AH7679
 AH7679  ELLIP H (02/25/99)  276.41   (m)                       GP(       ) 4 2
 AH7679
 AH7679.Superseded values are not recommended for survey control.
 AH7679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7679.See file dsdata.txt to determine how the superseded data were derived.
 AH7679
 AH7679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE9182125820(NAD 83)
 AH7679_MARKER: DD = SURVEY DISK
 AH7679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7679_STAMPING: HOPEWELL TWP 6 1998
 AH7679_MARK LOGO: OH-089
 AH7679_PROJECTION: FLUSH
 AH7679_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7679+STABILITY: SURFACE MOTION
 AH7679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7679+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7679
 AH7679  HISTORY     - Date     Condition        Report By
 AH7679  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7679
 AH7679                          STATION DESCRIPTION
 AH7679
 AH7679'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7679'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP IN LICKING COUNTY, OHIO
 AH7679'ABOUT 2.0 MILES (3.2 KM) NORTH OF THE TOWN OF BROWNSVILLE.  TO REACH
 AH7679'THE STATION FROM THE INTERSECTION OF NATIONAL ROAD (US 40) AND
 AH7679'BROWNSVILLE ROAD (CR 668) IN BROWNSVILLE PROCEED NORTH ALONG
 AH7679'BROWNSVILLE ROAD (CR 668) A DISTANCE OF 2.1 MILES (3.4 KM) TO THE
 AH7679'STATION ON THE RIGHT.  THE STATION IS A STANDARD 3 1/4 INCH LICKING
 AH7679'COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT ONE INCH
 AH7679'BELOW THE GROUND SURFACE AND STAMPED HOPEWELL TWP 6 1998.  THE STATION
 AH7679'IS 8.1 FEET (2.5 M) AZIMUTH 344 DEGREES TO A 12 INCH CMP CULVERT, 62.7
 AH7679'FEET (19.1 M) AZIMUTH 72 DEGREES TO A SHUT OFF VALVE, 86.8 FEET (26.5
 AH7679'M) AZIMUTH 78 DEGREES TO ANOTHER SHUT OFF VALVE, 86.1 FEET (26.2 M)
 AH7679'AZIMUTH 69 DEGREES TO A PRESSURE TANK AND 21.6 FEET (6.6 M) TO THE
 AH7679'CENTERLINE OF BROWNSVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AH7697 ***********************************************************************
 AH7697  DESIGNATION -  HOPEWELL TWP 7
 AH7697  PID         -  AH7697
 AH7697  STATE/COUNTY-  OH/LICKING
 AH7697  USGS QUAD   -  GRATIOT (1992)
 AH7697
 AH7697                         *CURRENT SURVEY CONTROL
 AH7697  ___________________________________________________________________
 AH7697* NAD 83(1995)-  39 57 07.96008(N)    082 11 55.89344(W)     ADJUSTED  
 AH7697* NAVD 88     -       298.9    (meters)     981.     (feet)  GPS OBS   
 AH7697  ___________________________________________________________________
 AH7697  X           -     664,603.427 (meters)                     COMP
 AH7697  Y           -  -4,851,005.059 (meters)                     COMP
 AH7697  Z           -   4,074,089.549 (meters)                     COMP
 AH7697  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AH7697  ELLIP HEIGHT-         265.02  (meters)          (10/07/05) GPS OBS
 AH7697  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AH7697
 AH7697  HORZ ORDER  -  FIRST
 AH7697  ELLP ORDER  -  FOURTH    CLASS II
 AH7697
 AH7697.The horizontal coordinates were established by GPS observations
 AH7697.and adjusted by the National Geodetic Survey in February 1999..
 AH7697
 AH7697.The orthometric height was determined by GPS observations and a
 AH7697.high-resolution geoid model.
 AH7697
 AH7697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7697
 AH7697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7697
 AH7697.The ellipsoidal height was determined by GPS observations
 AH7697.and is referenced to NAD 83.
 AH7697
 AH7697.The geoid height was determined by GEOID03.
 AH7697
 AH7697;                    North         East     Units Scale Factor Converg.
 AH7697;SPC OH S     -   216,769.682   625,733.050   MT  0.99998496   +0 11 27.9
 AH7697;UTM  17      - 4,423,141.186   397,593.102   MT  0.99972910   -0 46 11.7
 AH7697
 AH7697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7697!SPC OH S     -   0.99995843  x   0.99998496  =   0.99994339
 AH7697!UTM  17      -   0.99995843  x   0.99972910  =   0.99968754
 AH7697
 AH7697                          SUPERSEDED SURVEY CONTROL
 AH7697
 AH7697  ELLIP H (02/25/99)  265.07   (m)                       GP(       ) 4 2
 AH7697
 AH7697.Superseded values are not recommended for survey control.
 AH7697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7697.See file dsdata.txt to determine how the superseded data were derived.
 AH7697
 AH7697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE9759323141(NAD 83)
 AH7697_MARKER: DD = SURVEY DISK
 AH7697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7697_STAMPING: HOPEWELL TWP 7 1998
 AH7697_MARK LOGO: OH-089
 AH7697_PROJECTION: FLUSH
 AH7697_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7697+STABILITY: SURFACE MOTION
 AH7697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7697+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7697
 AH7697  HISTORY     - Date     Condition        Report By
 AH7697  HISTORY     - 1998     MONUMENTED       GEOMET
 AH7697
 AH7697                          STATION DESCRIPTION
 AH7697
 AH7697'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 AH7697'THE STATION IS LOCATED IN HOPEWELL TOWNSHIP IN LICKING COUNTY, OHIO
 AH7697'ABOUT 3.0 MILES (4.8 KM) EAST OF THE TOWN OF BROWNSVILLE.  TO REACH
 AH7697'THE STATION FROM THE INTERSECTION OF BROWNSVILLE ROAD (CR 668) AND
 AH7697'INTERSTATE 70 PROCEED EAST ALONG INTERSTATE 70 A DISTANCE OF 3.3 MILES
 AH7697'(5.3 KM) TO THE STATION ON THE LEFT IN THE MEDIAN STRIP AT THE LICKING
 AH7697'MUSKINGUM COUNTY LINE.  THE STATION IS A STANDARD 3 1/4 INCH LICKING
 AH7697'COUNTY SURVEY DISK SET IN A POURED IN PLACE CONCRETE MONUMENT FLUSH
 AH7697'WITH THE GROUND SURFACE AND STAMPED HOPEWELL TWP 7 1998.  THE STATION
 AH7697'IS 29.3 FEET (8.9 M) AZIMUTH 92 DEGREES TO THE EAST BOUND POST OF THE
 AH7697'SIGN ENTERING MUSKINGUM COUNTY, 29.6 FEET (9.0 M) AZIMUTH 80 DEGREES
 AH7697'TO THE WEST BOUND POST OF THE SIGN ENTERING MUSKINGUM COUNTY, 38.7
 AH7697'FEET (11.8 M) FROM THE EDGE OF THE PAVEMENT OF EASTBOUND INTERSTATE 70
 AH7697'AND 38.0 FEET (11.6 M) FROM THE EDGE OF THE PAVEMENT OF WESTBOUND
 AH7697'INTERSTATE 70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1866 ***********************************************************************
 KZ1866  DESIGNATION -  HORN
 KZ1866  PID         -  KZ1866
 KZ1866  STATE/COUNTY-  OH/KNOX
 KZ1866  USGS QUAD   -  MARTINSBURG (1981)
 KZ1866
 KZ1866                         *CURRENT SURVEY CONTROL
 KZ1866  ___________________________________________________________________
 KZ1866* NAD 83(1995)-  40 21 30.50394(N)    082 21 22.21403(W)     ADJUSTED  
 KZ1866* NAVD 88     -       345.21   (+/-2cm)    1132.6    (feet)  VERTCON   
 KZ1866  ___________________________________________________________________
 KZ1866  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 KZ1866  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KZ1866
 KZ1866  HORZ ORDER  -  FIRST
 KZ1866  VERT ORDER  -  THIRD ? (See Below)
 KZ1866
 KZ1866.The horizontal coordinates were established by classical geodetic methods
 KZ1866.and adjusted by the National Geodetic Survey in April 1998..
 KZ1866
 KZ1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1866.The vertical order pertains to the NGVD 29 superseded value.
 KZ1866
 KZ1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ1866
 KZ1866.The geoid height was determined by GEOID03.
 KZ1866
 KZ1866;                    North         East     Units Scale Factor Converg.
 KZ1866;SPC OH N     -    76,833.430   612,217.864   MT  1.00001518   +0 05 40.2
 KZ1866;UTM  17      - 4,468,428.117   384,843.544   MT  0.99976324   -0 52 41.9
 KZ1866
 KZ1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ1866!SPC OH N     -   0.99995112  x   1.00001518  =   0.99996630
 KZ1866!UTM  17      -   0.99995112  x   0.99976324  =   0.99971437
 KZ1866
 KZ1866|---------------------------------------------------------------------|
 KZ1866| PID    Reference Object                     Distance      Geod. Az  |
 KZ1866|                                                           dddmmss.s |
 KZ1866| CE6732 HORN RM 1                            38.025 METERS 12412     |
 KZ1866| CE6733 HORN RM 2                            27.725 METERS 22835     |
 KZ1866| CE6731 HORN AZ MK                                         2673911.8 |
 KZ1866| KZ1869 GAMBIER KENYON COLL CHAPEL          APPROX. 3.9 KM 2980317.6 |
 KZ1866| KZ1875 GAMBIER ME CHURCH SPIRE             APPROX. 3.8 KM 3000220.9 |
 KZ1866| KZ1877 MT VERNON RAD STA WMVO SW MAST      APPROX. 8.6 KM 3055359.3 |
 KZ1866| KZ1878 MT VERNON RAD STA WMVO NE MAST      APPROX. 8.6 KM 3062942.2 |
 KZ1866|---------------------------------------------------------------------|
 KZ1866
 KZ1866                          SUPERSEDED SURVEY CONTROL
 KZ1866
 KZ1866  NAD 83(1986)-  40 21 30.51079(N)    082 21 22.21953(W) AD(       ) 1
 KZ1866  NAD 27      -  40 21 30.26635(N)    082 21 22.65183(W) AD(       ) 1
 KZ1866  NGVD 29 (07/19/86)  345.40   (m)         1133.2    (f) LEVELING    3  
 KZ1866
 KZ1866.Superseded values are not recommended for survey control.
 KZ1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1866.See file dsdata.txt to determine how the superseded data were derived.
 KZ1866
 KZ1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE8484468428(NAD 83)
 KZ1866_MARKER: DS = TRIANGULATION STATION DISK
 KZ1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KZ1866
 KZ1866  HISTORY     - Date     Condition        Report By
 KZ1866  HISTORY     - 1933     MONUMENTED       CGS
 KZ1866  HISTORY     - 1957     GOOD             CGS
 KZ1866  HISTORY     - 1959     GOOD             CGS
 KZ1866  HISTORY     - 1971     GOOD             OHDT
 KZ1866
 KZ1866                          STATION DESCRIPTION
 KZ1866
 KZ1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KZ1866'ABOUT 2.5 MILES EAST-SOUTHEAST
 KZ1866'OF GAMBIER, ON
 KZ1866'LAND OWNED AND OPERATED BY LEVI HORN,
 KZ1866'AT THE WEST EDGE OF A WOODS, AT
 KZ1866'THE EAST EDGE OF A FIELD, 38
 KZ1866'FEET NORTH OF THE CENTER LINE OF THE GAMBIER-NEW
 KZ1866'CASTLE GRAVEL
 KZ1866'ROAD, 19 FEET NORTHWEST OF A 16-INCH OAK WITH A TRIANGULAR BLAZE
 KZ1866'AND PROJECTS 7 INCHES.
 KZ1866'
 KZ1866'TO REACH, FOLLOW U.S. HIGHWAY 62 TO MARTINSBURG, THENCE
 KZ1866'NORTH ON U.S.
 KZ1866'HIGHWAY 62 FOR 0.3 MILE TO THE POINT WHERE U.S.
 KZ1866'HIGHWAY 62 TURNS RIGHT AND A
 KZ1866'GRAVEL ROAD LEADS STRAIGHT AHEAD.
 KZ1866'FOLLOW THE GRAVEL ROAD 2.6 MILES, TURN LEFT 0.1
 KZ1866'MILE, TURN RIGHT,
 KZ1866'AND GO 3.0 MILES TO THE END OF THE ROAD AT A T-INTERSECTION,
 KZ1866'THEN TURN RIGHT
 KZ1866'AND GO 0.3 MILE TO THE STATION.
 KZ1866'
 KZ1866'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 KZ1866'BRONZE DISKS SET IN CONCRETE.
 KZ1866'
 KZ1866'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 25 FEET
 KZ1866'SOUTH OF THE
 KZ1866'CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE SOUTH
 KZ1866'RIGHT-OF-WAY FENCE AND PROJECTS
 KZ1866'6 INCHES.  REFERENCE MARK NO. 2
 KZ1866'IS SOUTHWEST OF THE STATION, 25 FEET SOUTH OF THE
 KZ1866'CENTER LINE OF
 KZ1866'THE ROAD, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND PROJECTS
 KZ1866'6 INCHES.
 KZ1866'
 KZ1866'AZIMUTH MARK IS STATION PIERCE HALL.
 KZ1866
 KZ1866                          STATION RECOVERY (1957)
 KZ1866
 KZ1866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KZ1866'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 KZ1866'DESCRIBED AND
 KZ1866'FOUND TO BE IN GOOD CONDITION.
 KZ1866'
 KZ1866'THE STATION WAS NOT OCCUPIED AT THIS TIME, NO MEASUREMENTS
 KZ1866'OR DIRECTIONS WERE
 KZ1866'TAKEN TO THE MARKS.
 KZ1866'
 KZ1866'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KZ1866
 KZ1866                          STATION RECOVERY (1959)
 KZ1866
 KZ1866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 KZ1866'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 KZ1866'RECOVERED IN GOOD
 KZ1866'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 AND
 KZ1866'REFERENCE MARK NO. 2 WERE VERIFIED.
 KZ1866'AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 KZ1866'
 KZ1866'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KZ1866'
 KZ1866'THE STATION IS ABOUT 2.5 EAST OF GAMBIER, 8.0 MILES SOUTHWEST OF
 KZ1866'DANVILLE, ON THE NORTH
 KZ1866'SIDE OF STATE HIGHWAY 229 AND ON PROPERTY OWNED BY MR. I.S. MCPHAIL
 KZ1866'WHO LIVES 0.2 MILE WEST OF THE
 KZ1866'STATION.
 KZ1866'
 KZ1866'TO REACH THE STATION FROM THE POST OFFICE IN GAMBIER, GO SOUTH ON
 KZ1866'STATE HIGHWAY 308 FOR 0.05
 KZ1866'MILE TO A T-INTERSECTION.  TURN LEFT AND GO EAST ON A BLACKTOP ROAD
 KZ1866'(TEMPORARY STATE HIGHWAY 229)
 KZ1866'0.1 MILE TO A CROSS STREET AND A CHURCH IN THE SOUTHEAST
 KZ1866'ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO
 KZ1866'SOUTH AND EAST ON THE BLACKTOP ROAD 0.65
 KZ1866'MILE TO A T-INTERSECTION.  (STATE HIGHWAY 229).  TURN LEFT AND
 KZ1866'FOLLOW HIGHWAY 229 FOR 1.75 MILES
 KZ1866'TO A GRAVEL SIDE ROAD ON THE RIGHT (KNOX COUNTY 31).  (TURN RIGHT AND
 KZ1866'GO SOUTH ON THE GRAVEL ROAD FOR
 KZ1866'139 FEET TO THE AZIMUTH MARK ON THE LEFT AT A POWER POLE).
 KZ1866'CONTINUE EASTERLY ON HIGHWAY 229 FOR 0.3 MILES
 KZ1866'TO STATION ON THE LEFT, IN THE SOUTHWEST
 KZ1866'CORNER OF A WOODED AREA.
 KZ1866'
 KZ1866'STATION MARK IS A STANDARD DISK STAMPED HORN 1933.  THE SURFACE DISK
 KZ1866'IS SET IN A ROUND CONCRETE
 KZ1866'POST WHICH PROJECTS 3 INCHES.  IT IS NEAR THE SOUTHEAST CORNER OF A
 KZ1866'CULTIVATED FIELD, 39 FEET NORTH
 KZ1866'OF THE PAINTED CENTER LINE OF HIGHWAY 229, 18 FEET
 KZ1866'NORTH OF A TELEPHONE POLE, 20.5 FEET SOUTHWEST OF
 KZ1866'A 16-INCH OAK TREE WITH A TRIANGLE
 KZ1866'BLAZE AND 40 FEET NORTHWEST OF A 16-INCH OAK TREE WITH A TRIANGLE
 KZ1866'BLAZE.  A STANDARD METAL WITNESS
 KZ1866'POST WAS SET 1.9 FEET SOUTH OF THE MARK.
 KZ1866'
 KZ1866'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HORN 1933 NO. 1, IS SET
 KZ1866'IN A ROUND CONCRETE POST
 KZ1866'WHICH PROJECTS 10 INCHES.  IT IS ON THE SOUTH SIDE OF HIGHWAY 229, 24
 KZ1866'FEET SOUTH OF THE PAINTED CENTER
 KZ1866'LINE OF HIGHWAY 229 AND 0.5 FEET SOUTH OF AN EASTWEST
 KZ1866'FENCELINE.
 KZ1866'
 KZ1866'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HORN 1933 NO 2, IS SET
 KZ1866'IN A ROUND CONCRETE POST
 KZ1866'WHICH PROJECTS 8 INCHES.  IT IS 25 FEET SOUTH OF THE PAINTED CENTER
 KZ1866'LINE OF HIGHWAY 229 AND 0.5 FEET
 KZ1866'SOUTH OF AN EAST-WEST FENCELINE.
 KZ1866'
 KZ1866'AZIMUTH MARK, A STANDARD DISK STAMPED HORN 1933, IS SET IN A SQUARE
 KZ1866'CONCRETE POST WHICH PROJECTS 5
 KZ1866'INCHES.  IT IS 19 FEET EAST OF THE CENTERLINE OF COUNTY ROUTE 31 AND
 KZ1866'2.5 FEET NORTH OF A POWERLINE POLE.  A STANDARD METAL
 KZ1866'WITNESS POST WAS SET 1.8 FEET
 KZ1866'SOUTH OF THE MARK.
 KZ1866
 KZ1866                          STATION RECOVERY (1971)
 KZ1866
 KZ1866'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971 (SLC)
 KZ1866'HORN RECOVERED EXCELLENT.
 KZ1866'
 KZ1866'AZIMUTH MARK RECOVERED EXCELLENT.  HORIZ. DIST TO HORN = 1730.062
 KZ1866'BY RANGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1383 ***********************************************************************
 JY1383  DESIGNATION -  HORNER
 JY1383  PID         -  JY1383
 JY1383  STATE/COUNTY-  OH/MEIGS
 JY1383  USGS QUAD   -  POMEROY (1992)
 JY1383
 JY1383                         *CURRENT SURVEY CONTROL
 JY1383  ___________________________________________________________________
 JY1383* NAD 83(1995)-  39 06 36.38508(N)    082 05 37.30214(W)     ADJUSTED  
 JY1383* NAVD 88     -       308.9    (meters)    1013.     (feet)  VERTCON   
 JY1383  ___________________________________________________________________
 JY1383  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 JY1383  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JY1383
 JY1383  HORZ ORDER  -  FIRST
 JY1383
 JY1383.The horizontal coordinates were established by classical geodetic methods
 JY1383.and adjusted by the National Geodetic Survey in April 1998..
 JY1383
 JY1383.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1383
 JY1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1383
 JY1383.The geoid height was determined by GEOID03.
 JY1383
 JY1383;                    North         East     Units Scale Factor Converg.
 JY1383;SPC OH S     -   123,315.523   635,140.151   MT  0.99994730   +0 15 28.1
 JY1383;UTM  17      - 4,329,564.734   405,440.799   MT  0.99971010   -0 41 23.9
 JY1383
 JY1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1383!SPC OH S     -   0.99995688  x   0.99994730  =   0.99990419
 JY1383!UTM  17      -   0.99995688  x   0.99971010  =   0.99966700
 JY1383
 JY1383:                Primary Azimuth Mark                     Grid Az
 JY1383:SPC OH S     -  POMEROY RAD MAST WMPO                    141 41 11.0
 JY1383:UTM  17      -  POMEROY RAD MAST WMPO                    142 38 03.0
 JY1383
 JY1383|---------------------------------------------------------------------|
 JY1383| PID    Reference Object                     Distance      Geod. Az  |
 JY1383|                                                           dddmmss.s |
 JY1383| JY1377 POMEROY RAD MAST WMPO               APPROX. 7.2 KM 1415639.1 |
 JY1383| JY1376 POMEROY GENERAL TEL RAD MAST        APPROX.10.3 KM 1490917.1 |
 JY1383| JY1378 POMEROY MEDICAL RAD MAST            APPROX. 9.2 KM 1535649.6 |
 JY1383| HY2193 WEST COLUMBIA CATV MAST             APPROX.15.1 KM 1731106.5 |
 JY1383| JY1384 HORNER                                6.643 METERS 18517     |
 JY1383| HY2196 CHESHIRE GAVIN STACK                APPROX.19.5 KM 1854810.6 |
 JY1383| HY2211 KYGER CREEK POWER PLANT STK         APPROX.21.9 KM 1875331.4 |
 JY1383| AI9787 HORNER RM 1                          16.919 METERS 19439     |
 JY1383| JY1386 HORNER RM 3 A PT                    267.292 METERS 31805     |
 JY1383| JY1385 HORNER RM 3 AZIMUTH                 271.337 METERS 31857     |
 JY1383| AI9788 HORNER RM 2                          14.610 METERS 34853     |
 JY1383|---------------------------------------------------------------------|
 JY1383
 JY1383                          SUPERSEDED SURVEY CONTROL
 JY1383
 JY1383  NAD 83(1995)-  39 06 36.38811(N)    082 05 37.30806(W) AD(       ) 1
 JY1383  NAD 83(1986)-  39 06 36.38955(N)    082 05 37.30628(W) AD(       ) 1
 JY1383  NAD 27      -  39 06 36.11368(N)    082 05 37.79435(W) AD(       ) 1
 JY1383  NGVD 29 (07/19/86)  309.1    (m)         1014.     (f) VERT ANG       
 JY1383
 JY1383.Superseded values are not recommended for survey control.
 JY1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1383.See file dsdata.txt to determine how the superseded data were derived.
 JY1383
 JY1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0544129565(NAD 83)
 JY1383_MARKER: DD = SURVEY DISK
 JY1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1383_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JY1383_STAMPING: HORNER 1975
 JY1383_MARK LOGO: NGS   
 JY1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1383+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2002
 JY1383
 JY1383  HISTORY     - Date     Condition        Report By
 JY1383  HISTORY     - 1976     MONUMENTED       NGS
 JY1383  HISTORY     - 20020929 GOOD             USPSQD
 JY1383
 JY1383                          STATION DESCRIPTION
 JY1383
 JY1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1383'THE STATION IS ABOUT 7 MILES NORTHWEST OF POMEROY, 10 MILES
 JY1383'SOUTHEAST OF ALBANY AND ON PROPERTY MRS. IRENE ARNOLD, WHO
 JY1383'LIVES 0.35 MILE NORTH OF THE STATION.
 JY1383'
 JY1383'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND
 JY1383'143, NORTHWEST OF POMEROY, GO NORTHWEST ON STATE HIGHWAY 143 FOR
 JY1383'5.6 MILES TO A FORK AT THE SUMMIT OF A GRADE. BEAR RIGHT AND GO
 JY1383'NORTHERLY AND UPHILL ON A GRAVEL ROAD FOR 0.45 MILE TO A SIDE
 JY1383'ROAD RIGHT. TURN RIGHT AND GO EAST FOR 0.3 MILE TO A T-ROAD
 JY1383'INTERSECTION, TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO THE
 JY1383'AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH FOR 0.25 MILE TO A
 JY1383'GATE IN THE FENCE LINE ON THE LEFT, TURN LEFT AND GO UPHILL
 JY1383'FOR 0.05 MILE ACROSS PASTURE TO THE TOP OF THE HILL AND THE
 JY1383'STATION.
 JY1383'
 JY1383'STATION MARK IS A STANDARD DISK STAMPED---HORNER 1975---, SET IN
 JY1383'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JY1383'FLUSH WITH THE GROUND. THERE ARE NO LOCAL OBJECTS TO REFERENCE
 JY1383'TO.
 JY1383'
 JY1383'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---HORNER NO 1 1975---,
 JY1383'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JY1383'IS FLUSH WITH THE GROUND. IT IS ABOUT 1 FOOT LOWER THAN THE
 JY1383'STATION AND THERE ARE NO LOCAL OBJECTS.
 JY1383'
 JY1383'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---HORNER NO 2 1975---,
 JY1383'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JY1383'IS FLUSH WITH THE GROUND. IT IS ABOUT 2 FEET LOWER THAN THE
 JY1383'STATION AND THERE ARE NO LOCAL OBJECTS.
 JY1383'
 JY1383'HORNER USGS 1976 IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY
 JY1383'THAT IS SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 JY1383'THAT PROJECTS 9 INCHES ABOVE THE GROUND. IT IS ABOUT THE SAME
 JY1383'ELEVATION AS THE STATION AND THERE ARE NO LOCAL OBJECTS.
 JY1383'
 JY1383'AZIMUTH MARK IS A STANDARD DISK STAMPED ---HORNER AZ NO 3 1975---,
 JY1383'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JY1383'IS FLUSH WITH THE GROUND. IT IS 2.2 FEET SOUTH OF A METAL
 JY1383'WITNESS POST, 1.7 FEET EAST OF A FENCE AND 10.0 FEET EAST OF THE
 JY1383'APPROXIMATE CENTER OF A GRAVELED ROAD.
 JY1383'
 JY1383'HEIGHT OF LIGHT ABOVE THE STATION WAS 22.3 METERS.
 JY1383'A TRAVERSE TIE WAS MADE AT THIS DATE TO HORNER USGS 1976.
 JY1383
 JY1383                          STATION RECOVERY (2002)
 JY1383
 JY1383'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAS)
 JY1383'STATION DESCRIPTION - THERE IS NO LONGER A FENCE LINE OR PASTURE.  THE
 JY1383'STATION IS ON TOP OF THE HILL.  THE PROPERTY BELONGS TO DANNY AND
 JY1383'PATRICIA ARNOLD WHERE THEY HAVE A HOME ON TOP OF ARNOLD MOUNTAIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1384 ***********************************************************************
 JY1384  DESIGNATION -  HORNER
 JY1384  PID         -  JY1384
 JY1384  STATE/COUNTY-  OH/MEIGS
 JY1384  USGS QUAD   -  POMEROY (1992)
 JY1384
 JY1384                         *CURRENT SURVEY CONTROL
 JY1384  ___________________________________________________________________
 JY1384* NAD 83(1995)-  39 06 36.17057(N)    082 05 37.32761(W)     ADJUSTED  
 JY1384* NAVD 88     -       309.3    (meters)    1015.     (feet)  VERTCON   
 JY1384  ___________________________________________________________________
 JY1384  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 JY1384  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JY1384
 JY1384  HORZ ORDER  -  SECOND
 JY1384
 JY1384.The horizontal coordinates were established by classical geodetic methods
 JY1384.and adjusted by the National Geodetic Survey in April 1998..
 JY1384
 JY1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1384
 JY1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1384
 JY1384.The geoid height was determined by GEOID03.
 JY1384
 JY1384;                    North         East     Units Scale Factor Converg.
 JY1384;SPC OH S     -   123,308.905   635,139.569   MT  0.99994731   +0 15 28.1
 JY1384;UTM  17      - 4,329,558.129   405,440.108   MT  0.99971010   -0 41 23.9
 JY1384
 JY1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1384!SPC OH S     -   0.99995682  x   0.99994731  =   0.99990413
 JY1384!UTM  17      -   0.99995682  x   0.99971010  =   0.99966693
 JY1384
 JY1384                          SUPERSEDED SURVEY CONTROL
 JY1384
 JY1384  NAD 83(1995)-  39 06 36.17361(N)    082 05 37.33353(W) AD(       ) 2
 JY1384  NAD 83(1986)-  39 06 36.17505(N)    082 05 37.33174(W) AD(       ) 2
 JY1384  NAD 27      -  39 06 35.89918(N)    082 05 37.81982(W) AD(       ) 2
 JY1384  NGVD 29 (07/19/86)  309.5    (m)         1015.     (f) VERT ANG       
 JY1384
 JY1384.Superseded values are not recommended for survey control.
 JY1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1384.See file dsdata.txt to determine how the superseded data were derived.
 JY1384
 JY1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0544029558(NAD 83)
 JY1384_MARKER: Z = SEE DESCRIPTION
 JY1384_SETTING: 0 = UNSPECIFIED SETTING
 JY1384_MARK LOGO: USGS  
 JY1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1384+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2002
 JY1384
 JY1384  HISTORY     - Date     Condition        Report By
 JY1384  HISTORY     - 1976     MONUMENTED       NGS
 JY1384  HISTORY     - 20020929 GOOD             USPSQD
 JY1384
 JY1384                          STATION DESCRIPTION
 JY1384
 JY1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1384'THIS MARK SERVES AS AN ADDITIONAL REFERENCE MARK TO HORNER
 JY1384'1975.
 JY1384
 JY1384                          STATION RECOVERY (2002)
 JY1384
 JY1384'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAS)
 JY1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1385 ***********************************************************************
 JY1385  DESIGNATION -  HORNER RM 3 AZIMUTH
 JY1385  PID         -  JY1385
 JY1385  STATE/COUNTY-  OH/MEIGS
 JY1385  USGS QUAD   -  POMEROY (1992)
 JY1385
 JY1385                         *CURRENT SURVEY CONTROL
 JY1385  ___________________________________________________________________
 JY1385* NAD 83(1995)-  39 06 43.02100(N)    082 05 44.71830(W)     ADJUSTED  
 JY1385* NAVD 88     -       281.2    (meters)     923.     (feet)  VERTCON   
 JY1385  ___________________________________________________________________
 JY1385  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JY1385  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JY1385
 JY1385  HORZ ORDER  -  SECOND
 JY1385
 JY1385.The horizontal coordinates were established by classical geodetic methods
 JY1385.and adjusted by the National Geodetic Survey in April 1998..
 JY1385
 JY1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1385
 JY1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1385
 JY1385.The geoid height was determined by GEOID03.
 JY1385
 JY1385;                    North         East     Units Scale Factor Converg.
 JY1385;SPC OH S     -   123,519.350   634,961.069   MT  0.99994715   +0 15 23.4
 JY1385;UTM  17      - 4,329,771.447   405,265.155   MT  0.99971051   -0 41 28.7
 JY1385
 JY1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1385!SPC OH S     -   0.99996123  x   0.99994715  =   0.99990838
 JY1385!UTM  17      -   0.99996123  x   0.99971051  =   0.99967175
 JY1385
 JY1385                          SUPERSEDED SURVEY CONTROL
 JY1385
 JY1385  NAD 83(1995)-  39 06 43.02402(N)    082 05 44.72426(W) AD(       ) 2
 JY1385  NAD 83(1986)-  39 06 43.02533(N)    082 05 44.72252(W) AD(       ) 2
 JY1385  NAD 27      -  39 06 42.74966(N)    082 05 45.21033(W) AD(       ) 2
 JY1385  NGVD 29 (07/19/86)  281.4    (m)          923.     (f) VERT ANG       
 JY1385
 JY1385.Superseded values are not recommended for survey control.
 JY1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1385.See file dsdata.txt to determine how the superseded data were derived.
 JY1385
 JY1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0526529771(NAD 83)
 JY1385_MARKER: DD = SURVEY DISK
 JY1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1385_STAMPING: HORNER AZ NO 3 1975
 JY1385_MARK LOGO: NGS   
 JY1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1385+STABILITY: SURFACE MOTION
 JY1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1385+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2002
 JY1385
 JY1385  HISTORY     - Date     Condition        Report By
 JY1385  HISTORY     - 1976     MONUMENTED       NGS
 JY1385  HISTORY     - 20020929 GOOD             USPSQD
 JY1385
 JY1385                          STATION DESCRIPTION
 JY1385
 JY1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1385'A TRAVERSE TIE USING EDM EQUIPMENT WAS MADE FROM HORNER
 JY1385'1975.
 JY1385
 JY1385                          STATION RECOVERY (2002)
 JY1385
 JY1385'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAS)
 JY1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3336 ***********************************************************************
 KY3336  DESIGNATION -  HORNING
 KY3336  PID         -  KY3336
 KY3336  STATE/COUNTY-  OH/PORTAGE
 KY3336  USGS QUAD   -  LIMAVILLE (1994)
 KY3336
 KY3336                         *CURRENT SURVEY CONTROL
 KY3336  ___________________________________________________________________
 KY3336* NAD 83(1995)-  40 59 43.46982(N)    081 14 00.09968(W)     ADJUSTED  
 KY3336* NAVD 88     -       373.8    (meters)    1226.     (feet)  VERTCON   
 KY3336  ___________________________________________________________________
 KY3336  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 KY3336  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KY3336
 KY3336  HORZ ORDER  -  FIRST
 KY3336
 KY3336.The horizontal coordinates were established by classical geodetic methods
 KY3336.and adjusted by the National Geodetic Survey in April 1998..
 KY3336
 KY3336.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3336
 KY3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3336
 KY3336.The geoid height was determined by GEOID03.
 KY3336
 KY3336;                    North         East     Units Scale Factor Converg.
 KY3336;SPC OH N     -   148,325.046   706,566.152   MT  0.99993993   +0 49 55.6
 KY3336;UTM  17      - 4,538,273.558   480,372.611   MT  0.99960474   -0 09 11.1
 KY3336
 KY3336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3336!SPC OH N     -   0.99994661  x   0.99993993  =   0.99988654
 KY3336!UTM  17      -   0.99994661  x   0.99960474  =   0.99955137
 KY3336
 KY3336:                Primary Azimuth Mark                     Grid Az
 KY3336:SPC OH N     -  ATWATER CONG CH CUPOLA                   066 22 27.1
 KY3336:UTM  17      -  ATWATER CONG CH CUPOLA                   067 21 33.8
 KY3336
 KY3336|---------------------------------------------------------------------|
 KY3336| PID    Reference Object                     Distance      Geod. Az  |
 KY3336|                                                           dddmmss.s |
 KY3336| MB2427 ATWATER CONG CH CUPOLA              APPROX. 7.7 KM 0671222.7 |
 KY3336| CD1875 HORNING RM 1                         22.632 METERS 20140     |
 KY3336| KY3362 FAYLOR                              APPROX. 8.1 KM 2705326.7 |
 KY3336| CD1876 HORNING RM 2                         26.383 METERS 28918     |
 KY3336|---------------------------------------------------------------------|
 KY3336
 KY3336                          SUPERSEDED SURVEY CONTROL
 KY3336
 KY3336  NAD 83(1986)-  40 59 43.47566(N)    081 14 00.10352(W) AD(       ) 1
 KY3336  NAD 27      -  40 59 43.26787(N)    081 14 00.73205(W) AD(       ) 1
 KY3336  NGVD 29 (07/19/86)  374.0    (m)         1227.     (f) VERT ANG       
 KY3336
 KY3336.Superseded values are not recommended for survey control.
 KY3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3336.See file dsdata.txt to determine how the superseded data were derived.
 KY3336
 KY3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8037338274(NAD 83)
 KY3336_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3336_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3336
 KY3336  HISTORY     - Date     Condition        Report By
 KY3336  HISTORY     - 1977     MONUMENTED       NGS
 KY3336
 KY3336                          STATION DESCRIPTION
 KY3336
 KY3336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 KY3336'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF HARTVILLE, 4-1/2
 KY3336'MILES NORTHWEST OF LIMAVILLE, 2-3/4 MILES SOUTHEAST OF RANDOLPH
 KY3336'AND ON PROPERTY OWNED BY MR. JOHN A. FAUSNIGHT. PHONE NUMBER
 KY3336'935-2635.
 KY3336'
 KY3336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND
 KY3336'STATE HIGHWAY 44 IN RANDOLPH, GO SOUTH ON STATE HIGHWAY 44
 KY3336'FOR 3.2 MILES TO A CROSSROAD. TURN LEFT AND GO EAST ON PONTIUS
 KY3336'STREET FOR 0.8 MILE TO A PAVED SIDE ROAD LEFT. TURN LEFT AND GO
 KY3336'NORTH ON PAVED ROAD (HORNING ROAD) FOR 0.75 MILE TO MR.
 KY3336'FAUSNIGHTS HOUSE AND STATION ON THE RIGHT.
 KY3336'
 KY3336'STATION MARKS ARE STANDARD DISKS STAMPED---HORNING 1977---. THE
 KY3336'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KY3336'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 83 FEET
 KY3336'NORTHEAST OF THE NORTHWEST CORNER OF A BARN, 83 FEET SOUTHEAST
 KY3336'OF A 5-INCH TREE AND 25 FEET NORTHEAST OF A SECURITY LIGHT.
 KY3336'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 KY3336'ABOUT 42 INCHES BELOW THE GROUND.
 KY3336'
 KY3336'REFERENCE MARK 1, STAMPED---HORNING NO 1 1977---, IS A STANDARD
 KY3336'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KY3336'THAT IS FLUSH WITH THE GROUND. IT IS 18 FEET NORTHWEST OF THE
 KY3336'CORNER OF THE BARN AND 16 FEET SOUTHEAST OF THE SECURITY LIGHT.
 KY3336'
 KY3336'REFERENCE MARK 2, STAMPED---HORNING NO 2 1977---, IS A STANDARD
 KY3336'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KY3336'THAT IS FLUSH WITH THE GROUND. IT IS 74 FEET WEST-NORTHWEST
 KY3336'OF THE 5-INCH TREE AND 15 FEET NORTH OF A 10-INCH TREE.
 KY3336'
 KY3336'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 KY3336'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 30.4 METERS.
 KY3336'
 KY3336'DESCRIBED BY K.R.WALLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3463 ***********************************************************************
 KY3463  DESIGNATION -  HORST
 KY3463  PID         -  KY3463
 KY3463  STATE/COUNTY-  OH/STARK
 KY3463  USGS QUAD   -  DALTON (1994)
 KY3463
 KY3463                         *CURRENT SURVEY CONTROL
 KY3463  ___________________________________________________________________
 KY3463* NAD 83(1995)-  40 49 20.19016(N)    081 38 38.96689(W)     ADJUSTED  
 KY3463* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 KY3463  ___________________________________________________________________
 KY3463  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 KY3463  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KY3463
 KY3463  HORZ ORDER  -  FIRST
 KY3463
 KY3463.The horizontal coordinates were established by classical geodetic methods
 KY3463.and adjusted by the National Geodetic Survey in April 1998..
 KY3463
 KY3463.The orthometric height was scaled from a topographic map.
 KY3463
 KY3463.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3463
 KY3463.The geoid height was determined by GEOID03.
 KY3463
 KY3463;                    North         East     Units Scale Factor Converg.
 KY3463;SPC OH N     -   128,679.690   672,194.645   MT  0.99994827   +0 33 44.1
 KY3463;UTM  17      - 4,519,227.828   445,679.945   MT  0.99963632   -0 25 16.0
 KY3463
 KY3463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3463!SPC OH N     -   0.99994639  x   0.99994827  =   0.99989467
 KY3463!UTM  17      -   0.99994639  x   0.99963632  =   0.99958273
 KY3463
 KY3463:                Primary Azimuth Mark                     Grid Az
 KY3463:SPC OH N     -  NEWMAN RADIO WTIG CENTER TOWER           080 07 12.1
 KY3463:UTM  17      -  NEWMAN RADIO WTIG CENTER TOWER           081 06 12.2
 KY3463
 KY3463|---------------------------------------------------------------------|
 KY3463| PID    Reference Object                     Distance      Geod. Az  |
 KY3463|                                                           dddmmss.s |
 KY3463| KY3460 NEWMAN RADIO WTIG CENTER TOWER      APPROX. 7.1 KM 0804056.2 |
 KY3463| CD1879 HORST RM 3                           44.972 METERS 09847     |
 KY3463| CD1877 HORST RM 1                           24.288 METERS 10017     |
 KY3463| KY3390 CANTON RADIO WHBC N TOWER           APPROX.18.7 KM 1144545.5 |
 KY3463| KY3396 CANTON RADIO WHBC S TOWER           APPROX.18.7 KM 1151203.0 |
 KY3463| KY3459 OHIO STATE POLICE RADIO MAST        APPROX. 5.2 KM 1205053.1 |
 KY3463| KY1913 HORST AZ MK                         450.462 METERS 2274242.5 |
 KY3463| KY3464 DALTON MUN STANDPIPE                APPROX. 6.0 KM 2432819.7 |
 KY3463| CD1878 HORST RM 2                           24.017 METERS 26115     |
 KY3463|---------------------------------------------------------------------|
 KY3463
 KY3463                          SUPERSEDED SURVEY CONTROL
 KY3463
 KY3463  NAD 83(1986)-  40 49 20.20015(N)    081 38 38.97081(W) AD(       ) 1
 KY3463  NAD 27      -  40 49 20.00000(N)    081 38 39.51710(W) AD(       ) 1
 KY3463
 KY3463.Superseded values are not recommended for survey control.
 KY3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3463.See file dsdata.txt to determine how the superseded data were derived.
 KY3463
 KY3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4568019228(NAD 83)
 KY3463_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3463+STABILITY: SURFACE MOTION
 KY3463
 KY3463  HISTORY     - Date     Condition        Report By
 KY3463  HISTORY     - 1943     MONUMENTED       CGS
 KY3463  HISTORY     - 1944     SEE DESCRIPTION  CGS
 KY3463  HISTORY     - 1958     GOOD             CGS
 KY3463  HISTORY     - 1959     SEE DESCRIPTION  CGS
 KY3463  HISTORY     - 1969     GOOD             THOMAS
 KY3463  HISTORY     - 1971     GOOD             OHDT
 KY3463  HISTORY     - 1983     GOOD             NGS
 KY3463  HISTORY     - 19921229 MARK NOT FOUND   OHDT
 KY3463  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 KY3463
 KY3463                          STATION DESCRIPTION
 KY3463
 KY3463'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 KY3463'ABOUT 3 MILES WNW OF
 KY3463'THE VILLAGE OF
 KY3463'EAST GREENVILLE, 0.25 MILE E OF THE WAYNE-STARK
 KY3463'COUNTY-LINE ROAD, ON LAND OWNED
 KY3463'BY DAVID HORST.  THE MARK IS AT
 KY3463'THE S EDGE OF AN OLD PEACH ORCHARD, 248 FEET NWN
 KY3463'OF THE NW CORNER
 KY3463'OF THE HORST FARMHOUSE, AND 29 FEET N OF THE APPROXIMATE CENTER
 KY3463'LINE OF THE FARM
 KY3463'DRIVEWAY.  THE DISK IS STAMPED HORST 1943 AND
 KY3463'IS 12 INCHES BELOW THE SURFACE OF
 KY3463'THE GROUND.
 KY3463'
 KY3463'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 KY3463'DISKS SET IN
 KY3463'CONCRETE.
 KY3463'
 KY3463'REFERENCE MARK 1 IS 79.74 FEET E OF THE STATION, 169 FEET NW
 KY3463'OF THE NW CORNER
 KY3463'OF THE HORST FARMHOUSE, AND 12 FEET N OF THE APPROXIMATE
 KY3463'CENTER LINE OF THE FARM DRIVEWAY.
 KY3463'THE DISK IS STAMPED
 KY3463'HORST NO 1 1943 WITH ARROW POINTING TO THE STATION.
 KY3463'
 KY3463'REFERENCE MARK 2 IS 78.91 FEET W OF THE STATION NEAR THE SW
 KY3463'CORNER OF AN OLD
 KY3463'PEACH ORCHARD AND 15 FEET N OF THE CENTER LINE
 KY3463'OF THE FARM DRIVEWAY.  THE DISK IS
 KY3463'STAMPED HORST NO 2 1943 WITH
 KY3463'ARROW POINTING TO THE STATION.
 KY3463'
 KY3463'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SW OF THE STATION,
 KY3463'24 FEET W OF THE
 KY3463'APPROXIMATE CENTER LINE OF THE WAYNE-STARK COUNTY-
 KY3463'LINE ROAD, AND 2.2 FEET S OF THE SE
 KY3463'FENCE CORNER POST OF A CULTIVATED
 KY3463'FIELD.  THE DISK IS STAMPED HORST 1943.
 KY3463'
 KY3463'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON FARM
 KY3463'DRIVEWAY FOR 0.25
 KY3463'MILE TO THE JUNCTION OF WAYNE-STARK COUNTY-LINE
 KY3463'ROAD, TURN LEFT AND GO 0.25 MILE TO
 KY3463'THE MARK ON THE RIGHT.
 KY3463'
 KY3463'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 21 AND STATE HIGHWAY
 KY3463'93 IN THE VILLAGE
 KY3463'OF CANAL FULTON, GO S ON STATE HIGHWAY 93
 KY3463'FOR 5.3 MILES TO A CROSS ROAD, TURN
 KY3463'RIGHT ON A GRAVELED ROAD AND
 KY3463'GO W FOR 1.7 MILES TO ANOTHER CROSS ROAD, CONTINUE
 KY3463'STRAIGHT AHEAD
 KY3463'FOR 1.0 MILE TO A T-INTERSECTION OF THE WAYNE-STARK COUNTY-LINE
 KY3463'ROAD, TURN LEFT ON
 KY3463'THE COUNTY ROAD AND GO S FOR 0.25 MILE TO THE
 KY3463'HORST MAIL BOX AND DRIVEWAY ON THE
 KY3463'LEFT.  TURN LEFT INTO THE DRIVEWAY
 KY3463'AND GO 0.25 MILE TO THE STATION ON THE LEFT.
 KY3463'
 KY3463'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KY3463
 KY3463                          STATION RECOVERY (1944)
 KY3463
 KY3463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 KY3463'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED
 KY3463'AS DESCRIBED IN
 KY3463'GOOD CONDITION.
 KY3463'
 KY3463'TO REACH THE STATION FROM A TRAFFIC LIGHT IN THE W EDGE OF
 KY3463'MASSILLON, GO WNW
 KY3463'ON U.S. HIGHWAY 30 FOR 6.15 MILES TO THE WAYNE-
 KY3463'STARK COUNTY LINE AND CROSSROADS.
 KY3463'TURN RIGHT AND FOLLOW A GRAVELED
 KY3463'ROAD N FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 KY3463'CONTINUE N
 KY3463'FOR 0.15 MILE TO THE HORST FARM LANE ON THE RIGHT, TURN
 KY3463'RIGHT AND FOLLOW THE
 KY3463'LANE E FOR 0.25 MILE TO THE STATION ON THE
 KY3463'LEFT.
 KY3463'
 KY3463'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KY3463
 KY3463                          STATION RECOVERY (1958)
 KY3463
 KY3463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RGW)
 KY3463'TRIANGULATION STATION, REFERENCE MARKS AND AZIMUTH MARKS ALL
 KY3463'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ORIGINAL DESCRIPTION IS
 KY3463'GOOD, NO CHANGES OR REVISIONS NECESSARY.
 KY3463
 KY3463                          STATION RECOVERY (1959)
 KY3463
 KY3463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 KY3463'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 KY3463'THE AZIMUTH MARK
 KY3463'WERE RECOVERED AS DESCRIBED IN THE 1944 DESCRIPTION.
 KY3463'
 KY3463'THE 1944 TO REACH IS ADEQUATE.
 KY3463'
 KY3463'THE DIRECTIONS TO REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 KY3463'AZIMUTH MARK WERE VERIFIED.
 KY3463'
 KY3463'SLOPE DISTANCES TO REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 KY3463'VERIFIED.
 KY3463'
 KY3463'HORIZONTAL DISTANCES TO REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KY3463'WERE OBTAINED BY MEANS OF 5
 KY3463'KILOGRAMS PRESSURE ON A STANDARD 30-METER STEEL TAPE.
 KY3463'
 KY3463'REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY TO REPLACE
 KY3463'REFERENCE MARK NO. 1 WHICH IS
 KY3463'TO BE DESTROYED.
 KY3463'
 KY3463'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HORST NO 3 1943, SET IN
 KY3463'A SQUARE CONCRETE POST
 KY3463'WHICH PROJECTS 3 INCHES.  IT IS 2 FEET EAST OF A TELEPHONE POLE AND 9
 KY3463'FEET NORTH OF THE CENTERLINE OF
 KY3463'A FARM LANE.  A STANDARD METAL WITNESS POST WAS SET 1.4
 KY3463'FEET EAST OF THE MARK.
 KY3463'
 KY3463'A STANDARD METAL WITNESS POST WAS SET 1.4 FEET SOUTH OF THE AZIMUTH
 KY3463'MARK.
 KY3463
 KY3463                          STATION RECOVERY (1969)
 KY3463
 KY3463'RECOVERY NOTE BY THOMAS ENG AND SURV 1969 (CES)
 KY3463'HORST 1943 RECOVERED GOOD.
 KY3463'
 KY3463'HORST NO. 1 1943 RECOVERED GOOD.
 KY3463'
 KY3463'HORST NO. 3 1943 RECOVERED GOOD.
 KY3463'
 KY3463'NO CHANGES NECESSARY.
 KY3463
 KY3463                          STATION RECOVERY (1971)
 KY3463
 KY3463'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971 (RS)
 KY3463'HORST 1943 DID NOT DIG UP.
 KY3463'
 KY3463'HORST NO. 2-1943 RECOVERED GOOD-NO WITNESS PROJECTING 6 INCHES.
 KY3463'
 KY3463'HORST NO. 3-1943 RECOVERED GOOD-HAS WITNESS.
 KY3463'
 KY3463'AZI HORST-1943 RECOVERED GOOD-METAL WITNESS POST 1 FOOT SOUTH OF
 KY3463'MARK.
 KY3463'
 KY3463'DESCRIPTION IS ADEQUATE.
 KY3463'
 KY3463'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WNW OF E.
 KY3463'GREENVILLE.
 KY3463
 KY3463                          STATION RECOVERY (1983)
 KY3463
 KY3463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY3463'THE STATION MARK WAS SEARCHED FOR BUT NOT FOUND.  THE AREA IS NOW
 KY3463'UNDER CULTIVATION AND THICK CORN HAMPERED DIGGING FOR THE MARK.
 KY3463'REFERENCE MARKS ONE AND TWO WAS FOUND DESTROYED.  REFERENCE MARK
 KY3463'THREE WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 KY3463'BUT NOT FOUND.
 KY3463
 KY3463                          STATION RECOVERY (1992)
 KY3463
 KY3463'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1992 (PM)
 KY3463'-----REPORT BY ODOT ------ YEAR - 1992 ------ CONDITION - UNKNOWN --
 KY3463' 
 KY3463'NOTE** PEACH ORCHARD IS NOW A CORN FIELD AREA TILLED.  STATION, REF.
 KY3463'MARK NO. 1,2,3 AND AZIMUTH WERE UNABLE TO BE FOUND.
 KY3463
 KY3463                          STATION RECOVERY (1998)
 KY3463
 KY3463'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY3463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1913 ***********************************************************************
 KY1913  DESIGNATION -  HORST AZ MK
 KY1913  PID         -  KY1913
 KY1913  STATE/COUNTY-  OH/STARK
 KY1913  USGS QUAD   -  DALTON (1994)
 KY1913
 KY1913                         *CURRENT SURVEY CONTROL
 KY1913  ___________________________________________________________________
 KY1913* NAD 83(1995)-  40 49 10.36418(N)    081 38 53.18686(W)     ADJUSTED  
 KY1913* NAVD 88     -       365.139  (meters)    1197.96   (feet)  ADJUSTED  
 KY1913  ___________________________________________________________________
 KY1913  X           -     702,144.899 (meters)                     COMP
 KY1913  Y           -  -4,782,699.873 (meters)                     COMP
 KY1913  Z           -   4,147,495.334 (meters)                     COMP
 KY1913  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 KY1913  ELLIP HEIGHT-         332.09  (meters)          (10/07/05) GPS OBS
 KY1913  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KY1913  DYNAMIC HT  -         364.976 (meters)    1197.43  (feet)  COMP
 KY1913  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 KY1913
 KY1913  HORZ ORDER  -  FIRST
 KY1913  VERT ORDER  -  SECOND    CLASS 0
 KY1913  ELLP ORDER  -  FOURTH    CLASS I
 KY1913
 KY1913.The horizontal coordinates were established by GPS observations
 KY1913.and adjusted by the National Geodetic Survey in April 1998..
 KY1913
 KY1913.The orthometric height was determined by differential leveling
 KY1913.and adjusted by the National Geodetic Survey in June 1991..
 KY1913
 KY1913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY1913
 KY1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY1913
 KY1913.The ellipsoidal height was determined by GPS observations
 KY1913.and is referenced to NAD 83.
 KY1913
 KY1913.The geoid height was determined by GEOID03.
 KY1913
 KY1913.The dynamic height is computed by dividing the NAVD 88
 KY1913.geopotential number by the normal gravity value computed on the
 KY1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1913.degrees latitude (g = 980.6199 gals.).
 KY1913
 KY1913.The modeled gravity was interpolated from observed gravity values.
 KY1913
 KY1913;                    North         East     Units Scale Factor Converg.
 KY1913;SPC OH N     -   128,373.353   671,864.415   MT  0.99994847   +0 33 34.7
 KY1913;UTM  17      - 4,518,927.297   445,344.610   MT  0.99963677   -0 25 25.2
 KY1913
 KY1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY1913!SPC OH N     -   0.99994791  x   0.99994847  =   0.99989638
 KY1913!UTM  17      -   0.99994791  x   0.99963677  =   0.99958470
 KY1913
 KY1913                          SUPERSEDED SURVEY CONTROL
 KY1913
 KY1913  ELLIP H (04/01/98)  332.12   (m)                       GP(       ) 4 1
 KY1913  NAD 83(1986)-  40 49 10.37287(N)    081 38 53.19232(W) AD(       ) 1
 KY1913  NAVD 88 (10/25/00)  365.14   (m)         1198.0    (f) LEVELING    3  
 KY1913  NGVD 29 (??/??/92)  365.365  (m)         1198.70   (f) ADJ UNCH    2 0
 KY1913
 KY1913.Superseded values are not recommended for survey control.
 KY1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1913.See file dsdata.txt to determine how the superseded data were derived.
 KY1913
 KY1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF4534518927(NAD 83)
 KY1913_MARKER: DZ = AZIMUTH MARK DISK
 KY1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1913_STAMPING: HORST AZ 1943
 KY1913_MARK LOGO: CGS   
 KY1913_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1913+STABILITY: SURFACE MOTION
 KY1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY1913+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998
 KY1913
 KY1913  HISTORY     - Date     Condition        Report By
 KY1913  HISTORY     - 1943     MONUMENTED       CGS
 KY1913  HISTORY     - 1959     GOOD             NGS
 KY1913  HISTORY     - 19831028 GOOD
 KY1913  HISTORY     - 19910528 GOOD             OHDT
 KY1913  HISTORY     - 19980323 GOOD             GCS
 KY1913  HISTORY     - 19981031 GOOD             USPSQD
 KY1913
 KY1913                          STATION DESCRIPTION
 KY1913
 KY1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1913'7.6 MI S FROM WARWICK.
 KY1913'ABOUT 0.35 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY1913'FROM THE CONTROL TOWER AT WARWICK, THENCE ABOUT 7.25 MILES SOUTH
 KY1913'ALONG N. LAWRENCE ROAD AND ROAD 103, ABOUT 1.5 MILES NORTH OF
 KY1913'THE INTERSECTION OF U.S. HIGHWAY 30, 1.1 MILES NORTH OF THE
 KY1913'CROSSING OF THE WHEELING AND LAKE ERIE RAILROAD, 0.4 MILE NORTH
 KY1913'OF THE T JUNCTION OF ROAD 148 LEADING WEST, 0.15 MILE NORTH OF
 KY1913'THE JUNCTION OF A DRIVE LEADING EAST TO A FARM, 0.2 MILE SOUTH OF
 KY1913'A DRIVE LEADING WEST TO A CHURCH AND CEMETERY AND A DRIVE
 KY1913'LEADING EAST TO A FARM, 0.25 MILE SOUTH OF THE JUNCTION OF ROAD
 KY1913'7 LEADING WEST, 22 1/2 FEET WEST OF THE CENTER LINE OF ROAD,
 KY1913'133 1/2 FEET SOUTH OF TELEPHONE POLE 2-53, 1 1/2 FEET NORTH OF A
 KY1913'STEEL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 KY1913'AND SET IN TOP OF A CONCRETE POST.
 KY1913
 KY1913                          STATION RECOVERY (1983)
 KY1913
 KY1913'RECOVERED 1983
 KY1913'RECOVERED IN GOOD CONDITION.
 KY1913
 KY1913                          STATION RECOVERY (1991)
 KY1913
 KY1913'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 KY1913'CONDITION GOOD
 KY1913
 KY1913                          STATION RECOVERY (1998)
 KY1913
 KY1913'RECOVERY NOTE BY GEODETIC CONSULTING SERVICES 1998 (KDZ)
 KY1913'RECOVERED AS DESCRIBED.
 KY1913
 KY1913                          STATION RECOVERY (1998)
 KY1913
 KY1913'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1405 ***********************************************************************
 MC1405  DESIGNATION -  HOSKINSON
 MC1405  PID         -  MC1405
 MC1405  STATE/COUNTY-  OH/HENRY
 MC1405  USGS QUAD   -  MC CLURE (1971)
 MC1405
 MC1405                         *CURRENT SURVEY CONTROL
 MC1405  ___________________________________________________________________
 MC1405* NAD 83(1995)-  41 18 20.86015(N)    083 55 18.13125(W)     ADJUSTED  
 MC1405* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 MC1405  ___________________________________________________________________
 MC1405  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 MC1405  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 MC1405
 MC1405  HORZ ORDER  -  THIRD
 MC1405
 MC1405.The horizontal coordinates were established by classical geodetic methods
 MC1405.and adjusted by the National Geodetic Survey in April 1998..
 MC1405
 MC1405.The orthometric height was scaled from a topographic map.
 MC1405
 MC1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1405
 MC1405.The geoid height was determined by GEOID03.
 MC1405
 MC1405;                    North         East     Units Scale Factor Converg.
 MC1405;SPC OH N     -   182,990.018   480,950.778   MT  0.99994775   -0 56 02.4
 MC1405;UTM  17      - 4,576,822.437   255,405.638   MT  1.00033634   -1 55 46.2
 MC1405;UTM  16      - 4,577,275.994   757,705.419   MT  1.00041741   +2 01 58.9
 MC1405
 MC1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1405!SPC OH N     -   0.99997281  x   0.99994775  =   0.99992056
 MC1405!UTM  17      -   0.99997281  x   1.00033634  =   1.00030914
 MC1405!UTM  16      -   0.99997281  x   1.00041741  =   1.00039021
 MC1405
 MC1405                          SUPERSEDED SURVEY CONTROL
 MC1405
 MC1405  NAD 83(1995)-  41 18 20.86848(N)    083 55 18.13625(W) AD(       ) 3
 MC1405  NAD 83(1986)-  41 18 20.87062(N)    083 55 18.14180(W) AD(       ) 3
 MC1405  NAD 27      -  41 18 20.68700(N)    083 55 18.35000(W) AD(       ) 3
 MC1405
 MC1405.Superseded values are not recommended for survey control.
 MC1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1405.See file dsdata.txt to determine how the superseded data were derived.
 MC1405
 MC1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5540676822(NAD 83)
 MC1405_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1405_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1405_STAMPING: HOSKINSON 1947
 MC1405_MARK LOGO: CGS   
 MC1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1405+STABILITY: SURFACE MOTION
 MC1405
 MC1405  HISTORY     - Date     Condition        Report By
 MC1405  HISTORY     - 1947     MONUMENTED       CGS
 MC1405  HISTORY     - 1963     GOOD             CGS
 MC1405  HISTORY     - 1965     GOOD             USE
 MC1405  HISTORY     - 1980     POOR             LOCENG
 MC1405  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1405
 MC1405                          STATION DESCRIPTION
 MC1405
 MC1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1405'THE STATION IS LOCATED 1 MILE EAST AND 1/2 MILE NORTH OF WESTHOPE IN
 MC1405'SECTION 14,
 MC1405'RICHFIELD TOWNSHIP, NEAR THE SOUTHWEST PROPERTY CORNER OF
 MC1405'THE A. AND M. JUNGE FARM.  IT
 MC1405'IS 4.1 M. EAST OF THE CENTERLINE OF THE
 MC1405'NS SECTION ROAD IN THE RIGHT OF WAY.  IT IS 6.9
 MC1405'M. NORTH OF THE EW FENCE
 MC1405'THAT MARKS THE EW 1/2-MILE LAND SUBDIVISION LINE.
 MC1405'
 MC1405'STATION IS 7.7 METERS NE OF THE POINT OF INTERSECTION OF THE
 MC1405'CENTERLINE OF ROAD AND EXTENSION OF EW FENCE
 MC1405'LINE.
 MC1405'
 MC1405'A STANDARD DISK STAMPED HOSKINSON 1947 SET IN THE TOP OF A 10- BY
 MC1405'10-INCH CONCRETE
 MC1405'POST.  THE TOP OF THE POST IS FLUSH WITH THE GROUND
 MC1405'SURFACE.
 MC1405
 MC1405                          STATION RECOVERY (1963)
 MC1405
 MC1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1405'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1405'EXCEPTIONS--THE EAST-WEST AND NORTH-SOUTH FENCE ARE GONE AND THE
 MC1405'CONCRETE MONUMENT IS SURROUNDED BY A CONCRETE CAMERA TARGET 8 FEET
 MC1405'IN DIAMETER.
 MC1405
 MC1405                          STATION RECOVERY (1965)
 MC1405
 MC1405'RECOVERY NOTE BY US ENGINEERS 1965 (RWK)
 MC1405'TO REACH STA. FROM JCT. OF HWYS 6 AND 65 AT MC CLURE, TRAVEL S 4 MI.
 MC1405'ON HWY 65 TO TWP ROAD K, E 1 MI. TO TWP ROAD 3, AND 5-1/2 MI.
 MC1405'
 MC1405'THE STA. IS LOCATED IN A 2 M. DIA. CONC. TARGET, 4 M. E OF THE
 MC1405'CENTERLINE OF THE ROAD, 13 M. N OF A POWER POLE, 10 M. E OF THE
 MC1405'CENTERLINE OF THE DRAIN DITCH, AND 12 M. E OF A POWER POLE.
 MC1405'
 MC1405'THE STA. IS JUST ABOUT EVEN WITH THE ROAD.
 MC1405'
 MC1405'STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MC1405'HOSKINSON 1947.
 MC1405
 MC1405                          STATION RECOVERY (1980)
 MC1405
 MC1405'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1405'HOSKINSON 1947 MON. IS INTACT - STA APPEARS TO HAVE BEEN RAISED SOME
 MC1405'WHAT POSSIBLY BY FARM OPERATION.
 MC1405'
 MC1405'TARGET IS BROKEN UP 25.51 N.E. OF R.R. SPIKE AND W 1/4 POST
 MC1405'SEC 14, RICHFIELD TWP.
 MC1405'
 MC1405'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MI S. AND 1 MI EAST
 MC1405'MCCLURE.
 MC1405
 MC1405                          STATION RECOVERY (1984)
 MC1405
 MC1405'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1405'HOSKINSON 1947 COULD NOT FIND.
 MC1405'
 MC1405'WE TAPED TO AREA BUT COULD NOT FIND MARK, FOUND BROKEN CONCRETE BUT
 MC1405'NO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2019 ***********************************************************************
 MB2019  DESIGNATION -  HOSPITAL
 MB2019  PID         -  MB2019
 MB2019  STATE/COUNTY-  OH/MAHONING
 MB2019  USGS QUAD   -  GIRARD (1994)
 MB2019
 MB2019                         *CURRENT SURVEY CONTROL
 MB2019  ___________________________________________________________________
 MB2019* NAD 83(1995)-  41 08 01.23440(N)    080 39 16.73001(W)     ADJUSTED  
 MB2019* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 MB2019  ___________________________________________________________________
 MB2019  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MB2019  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 MB2019
 MB2019  HORZ ORDER  -  SECOND
 MB2019
 MB2019.The horizontal coordinates were established by classical geodetic methods
 MB2019.and adjusted by the National Geodetic Survey in April 1998..
 MB2019
 MB2019.The orthometric height was scaled from a topographic map.
 MB2019
 MB2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2019
 MB2019.The geoid height was determined by GEOID03.
 MB2019
 MB2019;                    North         East     Units Scale Factor Converg.
 MB2019;SPC OH N     -   164,544.686   754,924.105   MT  0.99993980   +1 12 44.3
 MB2019;UTM  17      - 4,553,654.029   528,985.961   MT  0.99961034   +0 13 37.9
 MB2019
 MB2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2019!SPC OH N     -   0.99995280  x   0.99993980  =   0.99989260
 MB2019!UTM  17      -   0.99995280  x   0.99961034  =   0.99956316
 MB2019
 MB2019|---------------------------------------------------------------------|
 MB2019| PID    Reference Object                     Distance      Geod. Az  |
 MB2019|                                                           dddmmss.s |
 MB2019| CX4711 HOSPITAL RM 1                        22.354 METERS 09714     |
 MB2019| CX4712 HOSPITAL RM 2                        29.102 METERS 22555     |
 MB2019| CX4710 HOSPITAL AZ MK                                     2690641.3 |
 MB2019| MB2018 YOUNGSTOWN N SIDE STANDPIPE         APPROX. 0.5 KM 3051220.0 |
 MB2019|---------------------------------------------------------------------|
 MB2019
 MB2019                          SUPERSEDED SURVEY CONTROL
 MB2019
 MB2019  NAD 83(1986)-  41 08 01.23860(N)    080 39 16.73330(W) AD(       ) 2
 MB2019  NAD 27      -  41 08 01.03000(N)    080 39 17.46400(W) AD(       ) 2
 MB2019
 MB2019.Superseded values are not recommended for survey control.
 MB2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2019.See file dsdata.txt to determine how the superseded data were derived.
 MB2019
 MB2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF2898653654(NAD 83)
 MB2019_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB2019+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2006
 MB2019
 MB2019  HISTORY     - Date     Condition        Report By
 MB2019  HISTORY     - 1950     MONUMENTED       CGS
 MB2019  HISTORY     - 20060212 GOOD             GEOCAC
 MB2019
 MB2019                          STATION DESCRIPTION
 MB2019
 MB2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 MB2019'THE STATION IS LOCATED IN THE EXTREME NORTHERN EDGE OF THE CITY OF
 MB2019'YOUNGSTOWN IN THE
 MB2019'SOUTHWEST CORNER OF THE YOUNGSTOWN MUNICIPAL GOLF COURSE, 31 FEET
 MB2019'NORTH OF THE CENTERLINE OF GYPSY
 MB2019'LANE, 22 FEET NORTH OF THE CURB, 72 FEET NORTHWEST OF THE
 MB2019'INTERSECTION OF GYPSY LANE AND CORONADO
 MB2019'STREET AND 18 FEET EAST OF A LONE PINE TREE.  THE
 MB2019'MARK IS FLUSH WITH THE SURFACE AND IS STAMPED
 MB2019'HOSPITAL 1950.
 MB2019'
 MB2019'REFERENCE MARK NO. 1 IS 22.2 FEET NORTH OF THE CENTERLINE OF GYPSY
 MB2019'LANE, 4 FEET NORTH OF THE
 MB2019'CURB AND 1-1/2 FEET WEST OF AN OVERHEAD GUY POLE NO. 95-154.  THE
 MB2019'MARK IS FLUSH WITH THE SURFACE AND
 MB2019'IS STAMPED HOSPITAL NO 1 1950.
 MB2019'
 MB2019'REFERENCE MARK NO. 2 IS 36.2 FEET SOUTH OF THE CENTERLINE OF GYPSY
 MB2019'LANE, 20.3 FEET EAST OF A
 MB2019'FIRE PLUG, 6-1/2 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK AND 18
 MB2019'FEET SOUTH OF THE CURB.  THE MARK
 MB2019'IS FLUSH WITH THE SURFACE AND IS STAMPED HOSPITAL NO 2 1950.
 MB2019'
 MB2019'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 MB2019'PROJECTING 2 INCHES ABOVE
 MB2019'THE SURFACE, 12.4 FEET SOUTH OF THE CENTERLINE OF GYPSY LANE, 3 FEET
 MB2019'EAST OF POWER POLE NO. 6-551, 4
 MB2019'FEET SOUTH OF THE CURB AND 2 FEET EAST OF A WHITE WITNESS
 MB2019'POST AND IS STAMPED HOSPITAL 1950.
 MB2019'
 MB2019'TO REACH THE STATION FROM CENTRAL SQUARE IN YOUNGSTOWN, GO NORTH ON
 MB2019'WICK AVE. FOR 1.7 MILES TO
 MB2019'SARANAC STREET THENCE LEFT FOR 0.3 MILE TO ELM STREET, TURN RIGHT ON
 MB2019'ELM STREET AND GO 0.8 MILE TO
 MB2019'GYPSY LANE, TURN LEFT ON GYPSY LANE, GOING 1/2 MILE TO THE
 MB2019'SOUTHWEST CORNER OF A GOLF COURSE AND THE
 MB2019'STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 MB2019'MARK FROM THE STATION, CONTINUE WEST ON GYPSY LANE FOR 0.4
 MB2019'MILE TO THE MARK ON LEFT.
 MB2019
 MB2019                          STATION RECOVERY (2006)
 MB2019
 MB2019'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1352 ***********************************************************************
 JY1352  DESIGNATION -  HOSPITAL
 JY1352  PID         -  JY1352
 JY1352  STATE/COUNTY-  OH/ATHENS
 JY1352  USGS QUAD   -  ATHENS (1995)
 JY1352
 JY1352                         *CURRENT SURVEY CONTROL
 JY1352  ___________________________________________________________________
 JY1352* NAD 83(1995)-  39 19 28.81659(N)    082 07 27.96293(W)     ADJUSTED  
 JY1352* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 JY1352  ___________________________________________________________________
 JY1352  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 JY1352  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JY1352
 JY1352  HORZ ORDER  -  SECOND
 JY1352
 JY1352.The horizontal coordinates were established by classical geodetic methods
 JY1352.and adjusted by the National Geodetic Survey in April 1998..
 JY1352
 JY1352.The orthometric height was scaled from a topographic map.
 JY1352
 JY1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1352
 JY1352.The geoid height was determined by GEOID03.
 JY1352
 JY1352;                    North         East     Units Scale Factor Converg.
 JY1352;SPC OH S     -   147,123.245   632,382.561   MT  0.99993645   +0 14 17.9
 JY1352;UTM  17      - 4,353,409.443   403,078.580   MT  0.99971566   -0 42 45.5
 JY1352
 JY1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1352!SPC OH S     -   0.99996177  x   0.99993645  =   0.99989822
 JY1352!UTM  17      -   0.99996177  x   0.99971566  =   0.99967744
 JY1352
 JY1352|---------------------------------------------------------------------|
 JY1352| PID    Reference Object                     Distance      Geod. Az  |
 JY1352|                                                           dddmmss.s |
 JY1352| CE6735 HOSPITAL RM 1                         9.038 METERS 03837     |
 JY1352| JY1348 ATHENS COUNTY COURTHOUSE TWR        APPROX. 2.0 KM 0763414.1 |
 JY1352| CE6736 HOSPITAL RM 2                        10.590 METERS 17721     |
 JY1352| JY1361 ATHENS TV STA MAST WOUB             APPROX. 2.4 KM 2420956.2 |
 JY1352| CE6738 HOSPITAL RM 4                         8.726 METERS 29618     |
 JY1352| CE6734 HOSPITAL AZ MK                                     3135425.1 |
 JY1352| CE6737 HOSPITAL RM 3                         5.761 METERS 35642     |
 JY1352|---------------------------------------------------------------------|
 JY1352
 JY1352                          SUPERSEDED SURVEY CONTROL
 JY1352
 JY1352  NAD 83(1986)-  39 19 28.81825(N)    082 07 27.96878(W) AD(       ) 2
 JY1352  NAD 27      -  39 19 28.55700(N)    082 07 28.44900(W) AD(       ) 2
 JY1352
 JY1352.Superseded values are not recommended for survey control.
 JY1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1352.See file dsdata.txt to determine how the superseded data were derived.
 JY1352
 JY1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0307953409(NAD 83)
 JY1352_MARKER: DS = TRIANGULATION STATION DISK
 JY1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1352
 JY1352  HISTORY     - Date     Condition        Report By
 JY1352  HISTORY     - 1944     MONUMENTED       CGS
 JY1352  HISTORY     - 1973     GOOD             THOMAS
 JY1352  HISTORY     - 1974     GOOD             NGS
 JY1352
 JY1352                          STATION DESCRIPTION
 JY1352
 JY1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JY1352'ABOUT 1.5 MILES BY ROAD, 1.1 MILES AIR LINE, SW OF THE BUSINESS
 JY1352'CENTER OF ATHENS, ON A HIGH TREELESS RIDGE OWNED BY ATHENS STATE
 JY1352'HOSPITAL, AND ABOUT 75 FEET N OF THE HIGHEST POINT.  DISK IS STAMPED
 JY1352'HOSPITAL 1944 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JY1352'
 JY1352'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS
 JY1352'SET IN CONCRETE.
 JY1352'
 JY1352'REFERENCE MARK 1 IS STAMPED HOSPITAL NO 1 1944 AND IS FLUSH WITH THE
 JY1352'SURFACE OF THE GROUND.
 JY1352'
 JY1352'REFERENCE MARK 2 IS STAMPED HOSPITAL NO 2 1944 AND IS FLUSH WITH THE
 JY1352'SURFACE OF THE GROUND.
 JY1352'
 JY1352'AZIMUTH MARK IS 18 FEET N OF THE CENTER LINE OF STATE HIGHWAY 56 AND
 JY1352'NEAR A 4- BY 4-INCH WHITE WITNESS POST.  IT IS STAMPED HOSPITAL
 JY1352'1944 AND PROJECTS ABOUT 6 INCHES.  IT IS 1.55 MILES N OF A HIGHWAY
 JY1352'JUNCTION IN ATHENS.
 JY1352'
 JY1352'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON STATE HIGHWAY 50 AT
 JY1352'THE MAIN ENTRANCE OF OHIO STATE UNIVERSITY, GO S ON HIGHWAY 50 FOR
 JY1352'0.5 MILE TO THE ENTRANCE OF ATHENS STATE HOSPITAL ON THE RIGHT, TURN
 JY1352'RIGHT, THENCE LEFT AND FOLLOW DRIVEWAY TO THE WATER TANK AND A
 JY1352'GATE.  PASS THROUGH GATE AND FOLLOW CINDER ROAD THROUGH AN APPLE
 JY1352'ORCHARD FOR ABOUT 0.25 MILE TO A FORK AND THE END OF TRUCK TRAVEL.
 JY1352'FROM THIS POINT PROCEED ON FOOT TO THE HIGHEST POINT OF THE RIDGE,
 JY1352'THENCE N FOR ABOUT 75 FEET TO THE STATION.
 JY1352'
 JY1352'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 JY1352
 JY1352                          STATION RECOVERY (1973)
 JY1352
 JY1352'RECOVERY NOTE BY THOMAS ENG AND SURV 1973 (NCM)
 JY1352'HOSPITAL RECOVERED GOOD.
 JY1352'
 JY1352'RM NO. 1 BURIED OR DESTROYED.
 JY1352'
 JY1352'RM NO. 2 BURIED OR DESTROYED.
 JY1352'
 JY1352'AZ MK NOT FOUND--AZ MK NOT LOCATED ON S.R. 56.
 JY1352'
 JY1352'STATION IS INSIDE A CHAIN LINK FENCE AT THE RADAR HILL FACILITIES OF
 JY1352'THE ELECTRICAL ENGINEERING DEPARTMENT OF OHIO UNIVERSITY.  SEE SAID
 JY1352'ELECTRICAL ENGINEERING DEPARTMENT FOR ACCESS TO SAID RADAR HILL
 JY1352'STATION IS ACCESSABLE BY VEHICLE.  NEW WITNESS POST SET BY
 JY1352'STATION.
 JY1352'
 JY1352'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.1 MILES SW OF ATHENS,
 JY1352'OHIO.
 JY1352
 JY1352                          STATION RECOVERY (1974)
 JY1352
 JY1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JY1352'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE MARKS
 JY1352'WERE NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY GRADING.  THE
 JY1352'AZIMUTH MARK WAS NOT FOUND WITH EXISTING DATA.  REFERENCE MARKS 3
 JY1352'AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS--
 JY1352'
 JY1352'THE STATION IS LOCATED ON THE TOP AND CENTER OF A HIGH RIDGE LOCALLY
 JY1352'KNOWN AS RADAR HILL, ON THE PROPERTY OF OHIO UNIVERSITY, ABOUT 1/2
 JY1352'MILE NORTHWEST OF THE ATHENS STATE HOSPITAL, 19 FEET SOUTH OF A 4
 JY1352'INCH STEEL PIPE SET IN CONCRETE AND PROJECTING ABOUT 6 FEET, 29
 JY1352'FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING
 JY1352'WHOSE ROOF IS ABOUT LEVEL WITH THE TOP OF THE RIDGE, 39 FEET
 JY1352'NORTHEAST OF THE NORTHEAST LEG OF A RADAR TOWER, 2 FEET NORTH OF
 JY1352'A METAL WITNESS POST, NEAR THE CENTER OF THE RIDGE ABOUT 100
 JY1352'FEET SOUTH OF THE NORTH END OF SAME.  THE MONUMENT IS FLUSH AND THE
 JY1352'DISK IS STAMPED HOSPITAL 1944.
 JY1352'
 JY1352'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HOSPITAL 1944 NO 3 1974
 JY1352'SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE STEEL PIPE, 1 FOOT
 JY1352'SOUTHWEST OF THE PIPE AND 25 FEET NORTHEAST OF THE SOUTHEAST CORNER
 JY1352'OF THE BUILDING.
 JY1352'
 JY1352'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HOSPITAL 1944 NO 4 1974
 JY1352'SET IN A DRILL HOLE IN THE TOP STEP AT THE SOUTH SIDE OF THE
 JY1352'CONCRETE BLOCK BUILDING AND 1 FOOT SOUTHEAST OF THE SOUTHEAST
 JY1352'CORNER.
 JY1352'
 JY1352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 JY1352'SOUTHWEST.
 JY1352'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1756 ***********************************************************************
 MC1756  DESIGNATION -  HOWARD
 MC1756  PID         -  MC1756
 MC1756  STATE/COUNTY-  OH/LUCAS
 MC1756  USGS QUAD   -  RENO BEACH (1967)
 MC1756
 MC1756                         *CURRENT SURVEY CONTROL
 MC1756  ___________________________________________________________________
 MC1756* NAD 83(1995)-  41 40 10.93108(N)    083 16 28.49764(W)     ADJUSTED  
 MC1756* NAVD 88     -       174.2    (meters)     572.     (feet)  GPS OBS   
 MC1756  ___________________________________________________________________
 MC1756  X           -     558,805.023 (meters)                     COMP
 MC1756  Y           -  -4,738,737.550 (meters)                     COMP
 MC1756  Z           -   4,218,362.408 (meters)                     COMP
 MC1756  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 MC1756  ELLIP HEIGHT-         138.78  (meters)          (10/07/05) GPS OBS
 MC1756  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 MC1756
 MC1756  HORZ ORDER  -  FIRST
 MC1756  ELLP ORDER  -  FOURTH    CLASS I
 MC1756
 MC1756.The horizontal coordinates were established by GPS observations
 MC1756.and adjusted by the National Geodetic Survey in April 1998..
 MC1756
 MC1756.The orthometric height was determined by GPS observations and a
 MC1756.high-resolution geoid model.
 MC1756
 MC1756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1756
 MC1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1756
 MC1756.The ellipsoidal height was determined by GPS observations
 MC1756.and is referenced to NAD 83.
 MC1756
 MC1756.The geoid height was determined by GEOID03.
 MC1756
 MC1756;                    North         East     Units Scale Factor Converg.
 MC1756;SPC OH N     -   222,721.719   535,495.653   MT  0.99999430   -0 30 31.9
 MC1756;UTM  17      - 4,615,604.309   310,647.603   MT  1.00004124   -1 30 45.6
 MC1756
 MC1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1756!SPC OH N     -   0.99997823  x   0.99999430  =   0.99997253
 MC1756!UTM  17      -   0.99997823  x   1.00004124  =   1.00001947
 MC1756
 MC1756:                Primary Azimuth Mark                     Grid Az
 MC1756:SPC OH N     -  LAKEWAY                                  127 16 34.1
 MC1756:UTM  17      -  LAKEWAY                                  128 16 47.8
 MC1756
 MC1756|---------------------------------------------------------------------|
 MC1756| PID    Reference Object                     Distance      Geod. Az  |
 MC1756|                                                           dddmmss.s |
 MC1756| MC1765 LAKEWAY                             481.476 METERS 1264602.2 |
 MC1756|---------------------------------------------------------------------|
 MC1756
 MC1756                          SUPERSEDED SURVEY CONTROL
 MC1756
 MC1756  ELLIP H (04/01/98)  138.82   (m)                       GP(       ) 4 1
 MC1756  NAD 83(1995)-  41 40 10.93107(N)    083 16 28.49763(W) AD(       ) 1
 MC1756  NAD 83(1986)-  41 40 10.94655(N)    083 16 28.51739(W) AD(       ) 1
 MC1756
 MC1756.Superseded values are not recommended for survey control.
 MC1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1756.See file dsdata.txt to determine how the superseded data were derived.
 MC1756
 MC1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1064815604(NAD 83)
 MC1756_MARKER: DD = SURVEY DISK
 MC1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1756_SP_SET: CONCRETE POST
 MC1756_STAMPING: HOWARD 1993
 MC1756_MARK LOGO: OH-095
 MC1756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MC1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1756+STABILITY: SURFACE MOTION
 MC1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1756+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MC1756
 MC1756  HISTORY     - Date     Condition        Report By
 MC1756  HISTORY     - 1993     MONUMENTED       OH-095
 MC1756
 MC1756                          STATION DESCRIPTION
 MC1756
 MC1756'DESCRIBED BY LUCAS COUNTY OHIO 1993
 MC1756'THE STATION IS LOCATED IN LUCAS COUNTY, OHIO ABOUT 1.5 MILES NORTH OF
 MC1756'THE VILLAGE OF BONO.
 MC1756'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 MC1756'JERUSALEM ROAD (STATE ROUTE 2) PROCEED WEST ALONG JERUSALEM ROAD 0.25
 MC1756'MILES TO ITS INTERSECTION WITH HOWARD ROAD.  TURN RIGHT AND PROCEED
 MC1756'NORTH ALONG HOWARD ROAD 2.2 MILES TO ITS INTERSECTION WITH LAKEWAY
 MC1756'DRIVE.  TURN LEFT AND PROCEED NORTHWEST ALONG LAKEWAY DRIVE 0.1 MILES
 MC1756'TO THE STATION ON THE LEFT.
 MC1756'THE STATION IS A 3.5 INCH BRASS LUCAS COUNTY ENGINEER DISK SET IN THE
 MC1756'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND
 MC1756'SURFACE AND IS STAMPED --HOWARD 1993--.
 MC1756'THE STATION IS 53.6 FEET SOUTH FROM A POWER POLE NORTHWEST OF THE
 MC1756'INTERSECTION, 91.6 FEET WEST FROM A POWER POLE NORTH OF THE
 MC1756'INTERSECTION, 5.5 FEET SOUTHWEST FROM THE EDGE OF PAVEMENT, AND 54.0
 MC1756'FEET NORTHWEST FROM A TELEPHONE POLE SOUTHWEST OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2891 ***********************************************************************
 MB2891  DESIGNATION -  HOWE
 MB2891  PID         -  MB2891
 MB2891  STATE/COUNTY-  OH/SUMMIT
 MB2891  USGS QUAD   -  AKRON WEST (1994)
 MB2891
 MB2891                         *CURRENT SURVEY CONTROL
 MB2891  ___________________________________________________________________
 MB2891* NAD 83(1995)-  41 04 14.91754(N)    081 31 58.18239(W)     ADJUSTED  
 MB2891* NAVD 88     -       310.0    (meters)    1017.     (feet)  VERTCON   
 MB2891  ___________________________________________________________________
 MB2891  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 MB2891  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB2891
 MB2891  HORZ ORDER  -  FIRST
 MB2891
 MB2891.The horizontal coordinates were established by classical geodetic methods
 MB2891.and adjusted by the National Geodetic Survey in April 1998..
 MB2891
 MB2891.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2891
 MB2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2891
 MB2891.The geoid height was determined by GEOID03.
 MB2891
 MB2891;                    North         East     Units Scale Factor Converg.
 MB2891;SPC OH N     -   156,375.115   681,279.396   MT  0.99993914   +0 38 07.4
 MB2891;UTM  17      - 4,546,754.490   455,236.215   MT  0.99962466   -0 21 00.2
 MB2891
 MB2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2891!SPC OH N     -   0.99995661  x   0.99993914  =   0.99989575
 MB2891!UTM  17      -   0.99995661  x   0.99962466  =   0.99958129
 MB2891
 MB2891:                Primary Azimuth Mark                     Grid Az
 MB2891:SPC OH N     -  AKRON TV STATION WAKR MAST               042 47 20.8
 MB2891:UTM  17      -  AKRON TV STATION WAKR MAST               043 46 28.4
 MB2891
 MB2891|---------------------------------------------------------------------|
 MB2891| PID    Reference Object                     Distance      Geod. Az  |
 MB2891|                                                           dddmmss.s |
 MB2891| MB2920 AKRON TV STATION WAKR MAST          APPROX. 1.8 KM 0432528.2 |
 MB2891| MB2918 AKRON ZION LUTH CHURCH SPIRE        APPROX. 1.7 KM 0492021.4 |
 MB2891| MB2922 AKRON ST BERNARDS CH N SPIRE        APPROX. 1.5 KM 0562617.4 |
 MB2891| MB2916 AKRON ST BERNARDS CH S SPIRE        APPROX. 1.5 KM 0564632.9 |
 MB2891| MB2905 AKRON ST MARYS CHURCH SPIRE         APPROX. 0.7 KM 1375518.1 |
 MB2891| MB2880 AKRON WOOSTER AVE MUN SPIPE         APPROX. 1.6 KM 2685154.9 |
 MB2891| MB2884 AKRON WOOSTER AVE MUN TANK          APPROX. 1.6 KM 2690549.7 |
 MB2891|---------------------------------------------------------------------|
 MB2891
 MB2891                          SUPERSEDED SURVEY CONTROL
 MB2891
 MB2891  NAD 83(1986)-  41 04 14.92452(N)    081 31 58.18580(W) AD(       ) 1
 MB2891  NAD 27      -  41 04 14.72648(N)    081 31 58.75670(W) AD(       ) 1
 MB2891  NGVD 29 (07/19/86)  310.2    (m)         1018.     (f) VERT ANG       
 MB2891
 MB2891.Superseded values are not recommended for survey control.
 MB2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2891.See file dsdata.txt to determine how the superseded data were derived.
 MB2891
 MB2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5523646754(NAD 83)
 MB2891_MARKER: Z = SEE DESCRIPTION
 MB2891_SETTING: 0 = UNSPECIFIED SETTING
 MB2891_STAMPING: HOWE
 MB2891_MARK LOGO: OH0070
 MB2891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2891
 MB2891  HISTORY     - Date     Condition        Report By
 MB2891  HISTORY     - 1963     MONUMENTED       OH0070
 MB2891
 MB2891                          STATION DESCRIPTION
 MB2891
 MB2891'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
 MB2891'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF DOWNTOWN AKRON, AT
 MB2891'THE SOUTHEAST CORNER OF THE
 MB2891'HIGHEST ROOF OF THE HOWE SCHOOL, AT THE NORTHWEST ANGLE OF THE
 MB2891'INTERSECTION OF WEST BOWERY ROAD AND
 MB2891'BARTGES STREET.  IT IS A CITY OF AKRON DISK STAMPED HOWE,
 MB2891'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 MB2891'POST THAT PROJECTS 2 INCHES ABOVE THE FLOOR
 MB2891'OF THE ROOF OF THE BUILDING.  IT IS 28 FEET SOUTHWEST OF THE
 MB2891'SOUTHWEST CORNER OF A CHIMNEY,
 MB2891'13 FEET NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND
 MB2891'4 FEET WEST OF THE EAST EDGE OF
 MB2891'THE BUILDING.
 MB2891'
 MB2891'HOWE ECC (ACS) IS A CITY OF AKRON DISK STAMPED HOWE ECC, SET IN THE
 MB2891'TOP OF A 6 INCH SQUARE
 MB2891'CONCRETE POST THAT IS 6 INCHES UNDER A 9 INCH ROUND MAN HOLE COVER.
 MB2891'IT IS 11.3 FEET NORTHEAST OF THE
 MB2891'SOUTHEAST CORNER OF THE SCHOOL BUILDING, 8 FEET WEST
 MB2891'OF THE CENTER OF A SIDEWALK, AND 2.1 FEET EAST OF
 MB2891'THE EAST WALL OF THE SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1403 ***********************************************************************
 MB1403  DESIGNATION -  HOWE ECC
 MB1403  PID         -  MB1403
 MB1403  STATE/COUNTY-  OH/SUMMIT
 MB1403  USGS QUAD   -  AKRON WEST (1994)
 MB1403
 MB1403                         *CURRENT SURVEY CONTROL
 MB1403  ___________________________________________________________________
 MB1403* NAD 83(1995)-  41 04 14.88929(N)    081 31 58.08568(W)     ADJUSTED  
 MB1403* NAVD 88     -       297.397  (meters)     975.71   (feet)  ADJUSTED  
 MB1403  ___________________________________________________________________
 MB1403  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MB1403  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB1403  DYNAMIC HT  -         297.266 (meters)     975.28  (feet)  COMP
 MB1403  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 MB1403
 MB1403  HORZ ORDER  -  SECOND
 MB1403  VERT ORDER  -  FIRST     CLASS II
 MB1403
 MB1403.The horizontal coordinates were established by classical geodetic methods
 MB1403.and adjusted by the National Geodetic Survey in April 1998..
 MB1403
 MB1403.The orthometric height was determined by differential leveling
 MB1403.and adjusted by the National Geodetic Survey in June 1991..
 MB1403
 MB1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1403
 MB1403.The geoid height was determined by GEOID03.
 MB1403
 MB1403.The dynamic height is computed by dividing the NAVD 88
 MB1403.geopotential number by the normal gravity value computed on the
 MB1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1403.degrees latitude (g = 980.6199 gals.).
 MB1403
 MB1403.The modeled gravity was interpolated from observed gravity values.
 MB1403
 MB1403;                    North         East     Units Scale Factor Converg.
 MB1403;SPC OH N     -   156,374.268   681,281.663   MT  0.99993914   +0 38 07.4
 MB1403;UTM  17      - 4,546,753.605   455,238.467   MT  0.99962466   -0 21 00.2
 MB1403
 MB1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1403!SPC OH N     -   0.99995859  x   0.99993914  =   0.99989773
 MB1403!UTM  17      -   0.99995859  x   0.99962466  =   0.99958326
 MB1403
 MB1403                          SUPERSEDED SURVEY CONTROL
 MB1403
 MB1403  NAD 83(1986)-  41 04 14.89626(N)    081 31 58.08909(W) AD(       ) 2
 MB1403  NAD 27      -  41 04 14.69823(N)    081 31 58.66000(W) AD(       ) 2
 MB1403  NGVD 29 (??/??/92)  297.594  (m)          976.36   (f) ADJ UNCH    1 2
 MB1403
 MB1403.Superseded values are not recommended for survey control.
 MB1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1403.See file dsdata.txt to determine how the superseded data were derived.
 MB1403
 MB1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5523846754(NAD 83)
 MB1403_MARKER: DD = SURVEY DISK
 MB1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1403_STAMPING: HOWE ECC
 MB1403_MARK LOGO: OH0070
 MB1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1403+STABILITY: SURFACE MOTION
 MB1403
 MB1403  HISTORY     - Date     Condition        Report By
 MB1403  HISTORY     - 1963     MONUMENTED       OH0070
 MB1403  HISTORY     - 1963     GOOD             CGS
 MB1403
 MB1403                          STATION DESCRIPTION
 MB1403
 MB1403'DESCRIBED BY CITY OF AKRON OHIO 1963
 MB1403'HOWE ECC (ACS) IS A CITY OF AKRON DISK STAMPED HOWE ECC, SET IN THE
 MB1403'TOP OF A 6 INCH SQUARE
 MB1403'CONCRETE POST THAT IS 6 INCHES UNDER A 9 INCH ROUND MAN HOLE COVER.
 MB1403'IT IS 11.3 FEET NORTHEAST OF THE
 MB1403'SOUTHEAST CORNER OF THE SCHOOL BUILDING, 8 FEET WEST
 MB1403'OF THE CENTER OF A SIDEWALK, AND 2.1 FEET EAST OF
 MB1403'THE EAST WALL OF THE SCHOOL BUILDING.
 MB1403
 MB1403                          STATION RECOVERY (1963)
 MB1403
 MB1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MB1403'AT AKRON.
 MB1403'AT AKRON, ABOUT 1.0 MILE SOUTHWEST OF THE DOWNTOWN PART OF THE
 MB1403'CITY, NEAR THE INTERSECTION OF WEST BOWERY ROAD AND BARTGES
 MB1403'STREET, AT THE HOWE GRAMMAR SCHOOL, 11.3 FEET NORTHEAST OF THE
 MB1403'SOUTHEAST CORNER OF THE BUILDING, SET IN THE TOP OF A CONCRETE
 MB1403'POST 6 INCHES UNDERGROUND AND COVERED WITH A 9 INCH IRON COVER,
 MB1403'8 FEET WEST OF THE CENTER OF A CONCRETE SIDEWALK AND 2.1 FEET
 MB1403'EAST OF THE EAST WALL OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1441 ***********************************************************************
 JY1441  DESIGNATION -  HOWELL 2
 JY1441  PID         -  JY1441
 JY1441  STATE/COUNTY-  OH/FRANKLIN
 JY1441  USGS QUAD   -  REYNOLDSBURG (1994)
 JY1441
 JY1441                         *CURRENT SURVEY CONTROL
 JY1441  ___________________________________________________________________
 JY1441* NAD 83(1995)-  39 57 28.95059(N)    082 49 15.91378(W)     ADJUSTED  
 JY1441* NAVD 88     -       276.8    (meters)     908.     (feet)  VERTCON   
 JY1441  ___________________________________________________________________
 JY1441  X           -     611,829.626 (meters)                     COMP
 JY1441  Y           -  -4,857,506.932 (meters)                     COMP
 JY1441  Z           -   4,074,571.515 (meters)                     COMP
 JY1441  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 JY1441  ELLIP HEIGHT-         242.72  (meters)          (10/07/05) GPS OBS
 JY1441  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JY1441
 JY1441  HORZ ORDER  -  FIRST
 JY1441  ELLP ORDER  -  FOURTH    CLASS I
 JY1441
 JY1441.The horizontal coordinates were established by GPS observations
 JY1441.and adjusted by the National Geodetic Survey in April 1998..
 JY1441
 JY1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY1441
 JY1441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1441
 JY1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1441
 JY1441.The ellipsoidal height was determined by GPS observations
 JY1441.and is referenced to NAD 83.
 JY1441
 JY1441.The geoid height was determined by GEOID03.
 JY1441
 JY1441;                    North         East     Units Scale Factor Converg.
 JY1441;SPC OH S     -   217,422.945   572,564.797   MT  0.99998597   -0 12 13.4
 JY1441;UTM  17      - 4,424,688.136   344,452.803   MT  0.99989786   -1 10 11.2
 JY1441
 JY1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1441!SPC OH S     -   0.99996192  x   0.99998597  =   0.99994789
 JY1441!UTM  17      -   0.99996192  x   0.99989786  =   0.99985979
 JY1441
 JY1441                          SUPERSEDED SURVEY CONTROL
 JY1441
 JY1441  ELLIP H (04/01/98)  242.74   (m)                       GP(       ) 4 1
 JY1441  NAD 83(1986)-  39 57 28.95780(N)    082 49 15.91673(W) AD(       ) 1
 JY1441  NAD 83(1986)-  39 57 28.95869(N)    082 49 15.91762(W) AD(       ) 1
 JY1441  NAD 83(1986)-  39 57 28.96176(N)    082 49 15.76071(W) AD(       ) 2
 JY1441  NAD 27      -  39 57 28.73241(N)    082 49 16.12721(W) AD(       ) 2
 JY1441  NGVD 29 (09/26/89)  277.0    (m)          909.     (f) GPS OBS        
 JY1441
 JY1441.Superseded values are not recommended for survey control.
 JY1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1441.See file dsdata.txt to determine how the superseded data were derived.
 JY1441
 JY1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE4445324688(NAD 83)
 JY1441_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JY1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY1441_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1441+STABILITY: SURFACE MOTION
 JY1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1441+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JY1441
 JY1441  HISTORY     - Date     Condition        Report By
 JY1441  HISTORY     - 1963     MONUMENTED       USGS
 JY1441  HISTORY     - 1965     GOOD             CGS
 JY1441  HISTORY     - 19831108 GOOD
 JY1441  HISTORY     - 1987     GOOD             AEROS
 JY1441
 JY1441                          STATION DESCRIPTION
 JY1441
 JY1441'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JY1441'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF REYNOLDSBURG IN
 JY1441'THE GLENMEADOWS SUBDIVISION ON THE EASEMENT OF LOT NO. 112,
 JY1441'IT IS ABOUT 320 FEET NORTH OF THE REYNOLDSBURG WATER TANK, 145 FEET
 JY1441'SOUTH OF THE CENTER OF SHENANDOAH DRIVE, 140 FEET NORTH
 JY1441'OF THE CENTER OF PORTSMOUTH DRIVE, 80.1 FEET WEST OF THE SOUTHEAST
 JY1441'CORNER OF LOT NO. 113 AND 42.9 FEET EAST OF THE SOUTHWEST
 JY1441'CORNER OF LOT NO. 112. THE SURFACE STATION MARK IS A STANDARD DISK
 JY1441'STAMPED HOWELL 2 1963, SET IN CONCRETE IN A 12 INCH TILE. THE
 JY1441'SUB SURFACE STATION MARK IS A STANDARD DISK STAMPED HOWELL 2
 JY1441'1963, SET IN CONCRETE, 2.7 FEET BELOW THE GROUND SURFACE.
 JY1441'
 JY1441'NO REFERENCE MARKS ESTABLISHED IN 1963.
 JY1441'
 JY1441'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 JY1441'ROUTE 256 IN REYNOLDSBURG, GO WEST ON U.S. HIGHWAY 40 FOR 1
 JY1441'MILE TO ROSE HILL ROAD, TURN RIGHT AND GO NORTH ON ROSE HILL ROAD FOR
 JY1441'0.15 MILE TO SHENANDOAH DRIVE AND THE GLENMEADOWS
 JY1441'SUBDIVISION. TURN LEFT AND GO WEST ON SHENANDOAH DRIVE FOR ABOUT 620
 JY1441'FEET TO LOT NO.  112 ON THE LEFT AND THE STATION AT THE
 JY1441'SOUTH END OF THE LOT.
 JY1441
 JY1441                          STATION RECOVERY (1965)
 JY1441
 JY1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WAZ)
 JY1441'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. THE STATION
 JY1441'SITE IS NOW IN A LARGE HOUSING PROJECT AND IN THE EASEMENT
 JY1441'AREA BETWEEN TWO PROPERTIES IN THE GLEMNMADOWS SUB-DIVISION OF
 JY1441'REYNOLDSBURG. AS NO REFERENCE MARKS WERE SET AT THE TIME THE
 JY1441'STATION WAS ESTABLISHED, TWO NEW ONES WERE SET AT THIS OCCUPATION. NO
 JY1441'AZIMUTH MARK WAS ESTABLISHED AS NO SUITABLE LOCATION COULD
 JY1441'BE FOUND IN THE AREA.
 JY1441'
 JY1441'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JY1441'
 JY1441'STATION IS IN THE EASEMENT AREA NEAR THE DIVIDING LINE OF TWO
 JY1441'PROPERTIES LYING BETWEEN SHENANDOAH DRIVE AND PORTSMOUTH
 JY1441'DRIVE. IT IS 67 FEET NORTHEAST OF THE NORTHWEST CORNER OF BRICK HOME
 JY1441'NO. 6592, 66 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A BRICK
 JY1441'FACED HOME NO. 6601, 63 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER
 JY1441'OF HOUSE NO. 6592, 62 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE
 JY1441'NO. 6601, 56 FEET WEST OF POWER-LINE TRANSFORMER POLE NO. 6601, AND
 JY1441'46 FEET EAST OF UTILITY POLE NO. 6592. IT IS A STANDARD DISK
 JY1441'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT
 JY1441'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 JY1441'STAMPED HOWELL 2 1963. THE UNDERGROUND DISK IS ABOUT 30
 JY1441'INCHES BELOW THE SURFACE.
 JY1441'
 JY1441'REFERENCE MARK NO. 3 IS ON THE EASEMENT BETWEEN TWO PROPERTIES, 74
 JY1441'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NO. 6601, 69
 JY1441'FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NO. 6592 AND 1.5 FEET
 JY1441'WEST OF POWERLINE TRANSFORMER POLE NO. 6600. IT IS A STANDARD
 JY1441'DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 JY1441'AND THE DISK IS STAMPED HOWELL 2 NO 3 1963.
 JY1441'
 JY1441'REFERENCE MARK NO. 4 IS ON THE EASEMENT BETWEEN TWO PROPERTIES, 64
 JY1441'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NO.
 JY1441'6601, 63 FEET NORTH OF THE NORTHWEST CORNER OF HOUSE NO. 6592, 4 FEET
 JY1441'EAST OF UTILITY POLE NO. 6592, AND 1.5 FEET EAST OF THE STEEL
 JY1441'PIN MARKING PROPERTY LINES AND CORNERS. IT IS A STANDARD DISK SET IN
 JY1441'THE TOP OF A 10-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE
 JY1441'DISK IS STAMPED HOWELL 2 NO 4 1963.
 JY1441'
 JY1441'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 JY1441'REFERENCE MARK NO. 4 IS 95.52 FEET.
 JY1441'
 JY1441'TO REACH THE STATION FROM THE REYNOLDSBURG MUNICIPAL BUILDING AND
 JY1441'WATER WORKS, GO WEST ON MAIN STREET (THIS IS U.S. HYW. 40)
 JY1441'FOR 0.75 MILE TO ROSE HILL ROAD. HERE TURN RIGHT, NORTH, ON ROSE HILL
 JY1441'ROAD AND GO 0.25 MILE TO SHENANDOAH DRIVE ON THE LEFT AND
 JY1441'A LARGE SIGN GLENMEADOWS SUB-DIVISION, TURN LEFT, WESTERLY ON
 JY1441'SHENANDOAH DRIVE AND GO 0.1 MILE TO A BRICK FACED HOUSE NO.
 JY1441'6601 ON THE LEFT AND THE STATION BEHIND THE HOUSE AT BACK OF LOT ON
 JY1441'EASEMENT PROPERTY AS DESCRIBED.
 JY1441
 JY1441                          STATION RECOVERY (1983)
 JY1441
 JY1441'RECOVERED 1983
 JY1441'RECOVERED IN GOOD CONDITION.
 JY1441
 JY1441                          STATION RECOVERY (1987)
 JY1441
 JY1441'RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (TJA)
 JY1441'THE STATION WAS RECOVERED AT THIS DATE.
 JY1441'A NEW DESCRIPTION FOLLOWS.
 JY1441'
 JY1441'THE STATION IS LOCATED ABOUT 1.85 KM (1.15 MI)
 JY1441'WEST OF THE JUNCTION OF U.S. ROUTE 40 (MAIN STREET-NATIONAL ROAD)
 JY1441'AND STATE ROUTE 256 (BALTIMORE-REYNOLDSBURG ROAD),
 JY1441'3.06 KM (1.9 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATE 270 AND
 JY1441'STATE ROUTE 16 (BROAD STREET),
 JY1441'1.71 KM (1.06 MI) EAST-NORTHEAST OF THE JUNCTION OF INTERSTATE 270
 JY1441'AND U.S. ROUTE 40 (MAIN STREET-NATIONAL ROAD), AND WITHIN THE CITY
 JY1441'OF COLUMBUS.
 JY1441'OWNERSHIP--RESIDENT OF HOUSE NUMBER 6601 SHENANDOAH DRIVE.
 JY1441'
 JY1441'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 40 AND STATE
 JY1441'ROUTE 256 IN REYNOLDSBURG, GO WEST FOR 1.6 KM (1.0 MI) ON U.S.
 JY1441'ROUTE 40 TO ROSE HILL ROAD.
 JY1441'TURN RIGHT AND GO NORTH FOR 0.2 KM (0.15 MI) ON ROSE HILL ROAD TO
 JY1441'SHENANDOAH DRIVE ON THE LEFT.
 JY1441'TURN LEFT AND GO WEST FOR 0.19 KM (0.12 MI) ON SHENANDOAH DRIVE TO
 JY1441'HOUSE NUMBER 6601 ON THE LEFT AND THE STATION IN THE REAR YARD OF
 JY1441'THIS HOUSE RIGHT ON THE SOUTH FENCE LINE.
 JY1441'
 JY1441'THE STATION IS A STANDARD USC+GS DISK
 JY1441'STAMPED---HOWELL 2 1963---,
 JY1441'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JY1441'33 CM IN DIAMETER RECESSED 9 CM BELOW GROUND.  LOCATED
 JY1441'0.5 METERS (1.7 FT) SOUTH FROM AN IRON WITNESS POST,
 JY1441'12.9 METERS (42.4 FT) EAST FROM A FENCE POST AT THE SOUTHWEST
 JY1441'CORNER OF THE YARD,
 JY1441'20.1 METERS (66.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF HOUSE
 JY1441'NUMBER 6601,
 JY1441'18.9 METERS (62.1 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF
 JY1441'HOUSE NUMBER 6601,
 JY1441'5.4 METERS (17.6 FT) WEST FROM A FENCE POST AT THE SOUTHEAST CORNER
 JY1441'OF THE YARD.
 JY1441'THE UNDERGROUND MARK IS A STANDARD USC+GS DISK
 JY1441'STAMPED---HOWELL 2 1963---,
 JY1441'SET IN AN IRREGULAR MASS OF CONCRETE 0.76 METERS BELOW THE
 JY1441'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1451 ***********************************************************************
 JY1451  DESIGNATION -  HOYT
 JY1451  PID         -  JY1451
 JY1451  STATE/COUNTY-  OH/FAYETTE
 JY1451  USGS QUAD   -  MOUNT STERLING (1974)
 JY1451
 JY1451                         *CURRENT SURVEY CONTROL
 JY1451  ___________________________________________________________________
 JY1451* NAD 83(1995)-  39 39 18.62879(N)    083 20 33.41553(W)     ADJUSTED  
 JY1451* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 JY1451  ___________________________________________________________________
 JY1451  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 JY1451  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JY1451
 JY1451  HORZ ORDER  -  FIRST
 JY1451
 JY1451.The horizontal coordinates were established by classical geodetic methods
 JY1451.and adjusted by the National Geodetic Survey in April 1998..
 JY1451
 JY1451.The orthometric height was scaled from a topographic map.
 JY1451
 JY1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1451
 JY1451.The geoid height was determined by GEOID03.
 JY1451
 JY1451;                    North         East     Units Scale Factor Converg.
 JY1451;SPC OH S     -   184,085.135   527,690.072   MT  0.99994705   -0 32 04.8
 JY1451;UTM  17      - 4,392,108.906   299,022.345   MT  1.00009732   -1 29 43.7
 JY1451
 JY1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1451!SPC OH S     -   0.99996089  x   0.99994705  =   0.99990795
 JY1451!UTM  17      -   0.99996089  x   1.00009732  =   1.00005821
 JY1451
 JY1451:                Primary Azimuth Mark                     Grid Az
 JY1451:SPC OH S     -  HOYT AZ MK                               022 49 34.5
 JY1451:UTM  17      -  HOYT AZ MK                               023 47 13.4
 JY1451
 JY1451|---------------------------------------------------------------------|
 JY1451| PID    Reference Object                     Distance      Geod. Az  |
 JY1451|                                                           dddmmss.s |
 JY1451| CE6743 HOYT AZ MK                                         0221729.7 |
 JY1451| CE6745 HOYT RM 2                            35.973 METERS 07708     |
 JY1451| JY1453 WASHINGTON C H DAYTON P L STK       APPROX.15.7 KM 2113516.2 |
 JY1451| JY1456 WASHINGTON C H FAYETTE CTHSE        APPROX.15.6 KM 2122623.0 |
 JY1451| JY1455 WASHINGTON C H MUN STANDPIPE        APPROX.15.2 KM 2162046.0 |
 JY1451| CE6744 HOYT RM 1                            44.881 METERS 35216     |
 JY1451|---------------------------------------------------------------------|
 JY1451
 JY1451                          SUPERSEDED SURVEY CONTROL
 JY1451
 JY1451  NAD 83(1986)-  39 39 18.63538(N)    083 20 33.41982(W) AD(       ) 1
 JY1451  NAD 27      -  39 39 18.42000(N)    083 20 33.72000(W) AD(       ) 1
 JY1451
 JY1451.Superseded values are not recommended for survey control.
 JY1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1451.See file dsdata.txt to determine how the superseded data were derived.
 JY1451
 JY1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9902292109(NAD 83)
 JY1451_MARKER: DS = TRIANGULATION STATION DISK
 JY1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1451
 JY1451  HISTORY     - Date     Condition        Report By
 JY1451  HISTORY     - 1938     MONUMENTED       CGS
 JY1451  HISTORY     - 1966     GOOD             LOCENG
 JY1451
 JY1451                          STATION DESCRIPTION
 JY1451
 JY1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JY1451'STATION IS LOCATED ABOUT 0.3 MILE NW OF THE MADISON MILLS R.R.
 JY1451'STATION ON A SLIGHT KNOLL ON THE SW SIDE OF THE GRAVEL ROAD, ABOUT
 JY1451'0.8 MILE NW OF U.S. 62 ON THE PROPERTY OWNED BY RALPH HOYT WHO LIVES
 JY1451'IN MISSOURI. MARK IS SET IN A LARGE YARD N OF THE HOUSE, 110 FEET
 JY1451'WSW OF THE NW-SE FENCE LINE, 132 FEET WSW OF THE CENTER LINE OF THE
 JY1451'GRAVEL ROAD, 59 FEET E OF A 30-INCH TRIANGLE-BLAZED OAK TREE, 50
 JY1451'FEET NW OF THE NE-SW FENCE LINE, AND IS SET FLUSH WITH THE GROUND.
 JY1451'
 JY1451'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JY1451'BRONZE DISKS IN CONCRETE.
 JY1451'
 JY1451'REFERENCE MARK NO. 1 IS 147.25 FEET (44.881 METERS) N OF THE STATION,
 JY1451'SET 1 FOOT SW OF THE FENCE LINE ALONG THE ROAD, AND PROJECTS 4
 JY1451'INCHES. REFERENCE MARK NO. 2 IS 118.02 FEET (35.973 METERS) E OF THE
 JY1451'STATION, 1 FOOT NW OF THE NE-SW FENCE LINE, 12 FEET SW OF THE
 JY1451'GATE AT FARM ENTRANCE, 32 FEET SW OF THE CENTER LINE OF THE ROAD, AND
 JY1451'PROJECTS 4 INCHES.
 JY1451'
 JY1451'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NNE OF THE STATION, SET ON
 JY1451'THE E SIDE OF THE GRAVEL ROAD, 18 FEET E OF THE CENTER LINE OF
 JY1451'THE ROAD, 18 FEET S OF THE CORNER OF THE YARD BELONGING TO OBIE
 JY1451'MILLER, AND PROJECTS 4 INCHES. TO REACH, GO SE ON THE GRAVEL
 JY1451'ROAD TO A REVERSED Y, TURN SHARP L AND CONTINUE FOR 0.3 MILE TO MR.
 JY1451'MILLERS HOUSE AND THE MARK.
 JY1451'
 JY1451'TO REACH THE STATION FROM THE MADISON MILLS R.R. STATION, GO NW ON
 JY1451'THE GRAVEL ROAD FOR 0.3 MILE TO THE STATION IN THE YARD.
 JY1451'
 JY1451'A 90-FOOT SIGNAL AT OWERS IS VISIBLE AT 77 FEET HERE.
 JY1451'
 JY1451'A 90-FOOT SIGNAL AT TARBILL IS VISIBLE AT 77 FEET HERE.
 JY1451'
 JY1451'A 90-FOOT SIGNAL AT PERSINGER IS VISIBLE AT 77 FEET HERE.
 JY1451'
 JY1451'A 90-FOOT SIGNAL AT WASHINGTON MAG. STA. IS VISIBLE AT 50 FEET HERE.
 JY1451'
 JY1451'A 90-FOOT SIGNAL AT CARR IS VISIBLE AT 100 FEET HERE.
 JY1451'
 JY1451'A 90-FOOT SIGNAL AT LANUM IS VISIBLE AT 77 FEET HERE.
 JY1451'
 JY1451'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 JY1451
 JY1451                          STATION RECOVERY (1966)
 JY1451
 JY1451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (MM)
 JY1451'HOYT 1938 RECOVERED VERY GOOD.
 JY1451'
 JY1451'ALL MARKS ABOVE GROUND (AZIMUTH, TRIANGULATION, REFERENCES) WERE
 JY1451'LOOKED FOR AND LOCATED.  HOUSE AND OAK TREE IN DESCRIPTION OF
 JY1451'TRIANGULATION MARK ARE GONE.  REFERENCE MARKS WERE EASILY FOUND AND
 JY1451'STATION LOCATED BY THEM.  OBIE MILLER STILL LIVES IN SAME HOUSE.
 JY1451'ALL MARKS IN VERY GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1371 ***********************************************************************
 MC1371  DESIGNATION -  HOYTVILLE N BALT GRAIN ELEV
 MC1371  PID         -  MC1371
 MC1371  STATE/COUNTY-  OH/WOOD
 MC1371  USGS QUAD   -  HOYTVILLE (1977)
 MC1371
 MC1371                         *CURRENT SURVEY CONTROL
 MC1371  ___________________________________________________________________
 MC1371* NAD 83(1995)-  41 11 29.61783(N)    083 46 50.94176(W)     ADJUSTED  
 MC1371* NAVD 88     -                                                        
 MC1371  ___________________________________________________________________
 MC1371  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 MC1371  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC1371
 MC1371  HORZ ORDER  -  THIRD
 MC1371
 MC1371.The horizontal coordinates were established by classical geodetic methods
 MC1371.and adjusted by the National Geodetic Survey in April 1998..
 MC1371
 MC1371
 MC1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1371
 MC1371.The geoid height was determined by GEOID03.
 MC1371
 MC1371;                    North         East     Units Scale Factor Converg.
 MC1371;SPC OH N     -   170,122.631   492,560.962   MT  0.99994147   -0 50 29.2
 MC1371;UTM  17      - 4,563,751.071   266,795.137   MT  1.00026937   -1 49 56.0
 MC1371
 MC1371                          SUPERSEDED SURVEY CONTROL
 MC1371
 MC1371  NAD 83(1986)-  41 11 29.62694(N)    083 46 50.95003(W) AD(       ) 4
 MC1371  NAD 27      -  41 11 29.44100(N)    083 46 51.17900(W) AD(       ) 3
 MC1371
 MC1371.Superseded values are not recommended for survey control.
 MC1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1371.See file dsdata.txt to determine how the superseded data were derived.
 MC1371
 MC1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF6679563751(NAD 83)
 MC1371_MARKER: 65 = GRAIN ELEVATOR
 MC1371
 MC1371  HISTORY     - Date     Condition        Report By
 MC1371  HISTORY     - 1943     FIRST OBSERVED   CGS
 MC1371  HISTORY     - 1984     GOOD             USPSQD
 MC1371
 MC1371                          STATION DESCRIPTION
 MC1371
 MC1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1371'STATION IS LOCATED ON THE S SIDE OF THE
 MC1371'BALTIMORE AND OHIO
 MC1371'RAILROAD IN THE VILLAGE OF HOYTVILLE, ON LAND
 MC1371'OWNED BY THE NORTH BALTIMORE GRAIN
 MC1371'ASSOCIATION ELEVATOR COMPANY.
 MC1371'IT IS A TALL GREY, SHEET-METAL BUILDING WITH A BLACK
 MC1371'ROOF.  THE
 MC1371'POINT OBSERVED ON WAS THE ROD ON THE CENTER OF THE HIGHEST PART
 MC1371'OF THE ROOF WHICH
 MC1371'IS 93 FEET ABOVE THE GROUND.
 MC1371'
 MC1371'TO REACH FROM MAIN STREET AND THE RAILROAD TRACKS IN HOYTVILLE
 MC1371'GO E ALONG THE
 MC1371'RAILROAD RIGHT-OF-WAY FOR 0.2 MILE TO ELEVATOR.
 MC1371'
 MC1371'THIS IS AN INTERSECTION STATION.
 MC1371
 MC1371                          STATION RECOVERY (1984)
 MC1371
 MC1371'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1371'HOYTVILLE FOUND OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3065 ***********************************************************************
 MB3065  DESIGNATION -  HU 102
 MB3065  PID         -  MB3065
 MB3065  STATE/COUNTY-  OH/SUMMIT
 MB3065  USGS QUAD   -  HUDSON (1984)
 MB3065
 MB3065                         *CURRENT SURVEY CONTROL
 MB3065  ___________________________________________________________________
 MB3065* NAD 83(1995)-  41 12 37.55355(N)    081 26 24.24498(W)     ADJUSTED  
 MB3065* NAVD 88     -       330.6    (meters)    1085.     (feet)  VERTCON   
 MB3065  ___________________________________________________________________
 MB3065  X           -     715,261.712 (meters)                     COMP
 MB3065  Y           -  -4,751,920.915 (meters)                     COMP
 MB3065  Z           -   4,180,227.994 (meters)                     COMP
 MB3065  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 MB3065  ELLIP HEIGHT-         297.00  (meters)          (10/07/05) GPS OBS
 MB3065  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB3065
 MB3065  HORZ ORDER  -  THIRD
 MB3065  ELLP ORDER  -  FOURTH    CLASS I
 MB3065
 MB3065.The horizontal coordinates were established by GPS observations
 MB3065.and adjusted by the National Geodetic Survey in April 1998..
 MB3065
 MB3065.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3065
 MB3065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3065
 MB3065.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3065
 MB3065.The ellipsoidal height was determined by GPS observations
 MB3065.and is referenced to NAD 83.
 MB3065
 MB3065.The geoid height was determined by GEOID03.
 MB3065
 MB3065;                    North         East     Units Scale Factor Converg.
 MB3065;SPC OH N     -   171,969.485   688,886.020   MT  0.99994223   +0 41 46.8
 MB3065;UTM  17      - 4,562,210.730   463,107.515   MT  0.99961675   -0 17 23.8
 MB3065
 MB3065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3065!SPC OH N     -   0.99995342  x   0.99994223  =   0.99989565
 MB3065!UTM  17      -   0.99995342  x   0.99961675  =   0.99957018
 MB3065
 MB3065:                Primary Azimuth Mark                     Grid Az
 MB3065:SPC OH N     -  HU 103                                   000 20 03.0
 MB3065:UTM  17      -  HU 103                                   001 19 13.6
 MB3065
 MB3065|---------------------------------------------------------------------|
 MB3065| PID    Reference Object                     Distance      Geod. Az  |
 MB3065|                                                           dddmmss.s |
 MB3065| MB3066 HU 103                              APPROX. 0.7 KM 0010149.8 |
 MB3065|---------------------------------------------------------------------|
 MB3065
 MB3065                          SUPERSEDED SURVEY CONTROL
 MB3065
 MB3065  ELLIP H (04/01/98)  297.06   (m)                       GP(       ) 4 1
 MB3065  NAD 83(1986)-  41 12 37.56312(N)    081 26 24.24526(W) AD(       ) 3
 MB3065  NGVD 29 (09/26/91)  330.8    (m)         1085.     (f) GPS OBS        
 MB3065
 MB3065.Superseded values are not recommended for survey control.
 MB3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3065.See file dsdata.txt to determine how the superseded data were derived.
 MB3065
 MB3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6310862211(NAD 83)
 MB3065_MARKER: DD = SURVEY DISK
 MB3065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3065_SP_SET: CONCRETE POST
 MB3065_STAMPING: HU-102
 MB3065_MARK LOGO: OH-153
 MB3065_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3065+STABILITY: SURFACE MOTION
 MB3065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3065+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3065
 MB3065  HISTORY     - Date     Condition        Report By
 MB3065  HISTORY     - 1990     MONUMENTED       OH-153
 MB3065
 MB3065                          STATION DESCRIPTION
 MB3065
 MB3065'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3065'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 1.6 MILES SOUTH OF
 MB3065'THE VILLAGE OF HUDSON.
 MB3065'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 303 AND
 MB3065'STATE ROUTE 91 PROCEED SOUTH ALONG STATE ROUTE 91 1.95 MILES TO THE
 MB3065'STATION ON THE LEFT.
 MB3065'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3065'CONCRETE SET FLUSH WITH THE GROUND AND STAMPED HU-102.  THE STATION IS
 MB3065'3.0 FEET NORTH FROM A METAL WITNESS POST, 121.0 FEET NORTH FROM A
 MB3065'GRAVEL DRIVE, AND 47.0 FEET EAST FROM THE CENTERLINE OF THE NORTH
 MB3065'BOUND LANES OF STATE ROUTE 91.  THE STATION IS 742.73 METERS FROM
 MB3065'STATION HU-103.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3066 ***********************************************************************
 MB3066  DESIGNATION -  HU 103
 MB3066  PID         -  MB3066
 MB3066  STATE/COUNTY-  OH/SUMMIT
 MB3066  USGS QUAD   -  HUDSON (1984)
 MB3066
 MB3066                         *CURRENT SURVEY CONTROL
 MB3066  ___________________________________________________________________
 MB3066* NAD 83(1995)-  41 13 01.62472(N)    081 26 23.67156(W)     ADJUSTED  
 MB3066* NAVD 88     -       331.0    (meters)    1086.     (feet)  VERTCON   
 MB3066  ___________________________________________________________________
 MB3066  X           -     715,202.136 (meters)                     COMP
 MB3066  Y           -  -4,751,435.372 (meters)                     COMP
 MB3066  Z           -   4,180,786.883 (meters)                     COMP
 MB3066  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 MB3066  ELLIP HEIGHT-         297.38  (meters)          (10/07/05) GPS OBS
 MB3066  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB3066
 MB3066  HORZ ORDER  -  FIRST
 MB3066  ELLP ORDER  -  FOURTH    CLASS I
 MB3066
 MB3066.The horizontal coordinates were established by GPS observations
 MB3066.and adjusted by the National Geodetic Survey in April 1998..
 MB3066
 MB3066.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3066
 MB3066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3066
 MB3066.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3066
 MB3066.The ellipsoidal height was determined by GPS observations
 MB3066.and is referenced to NAD 83.
 MB3066
 MB3066.The geoid height was determined by GEOID03.
 MB3066
 MB3066;                    North         East     Units Scale Factor Converg.
 MB3066;SPC OH N     -   172,712.133   688,890.352   MT  0.99994253   +0 41 47.1
 MB3066;UTM  17      - 4,562,952.951   463,124.623   MT  0.99961673   -0 17 23.5
 MB3066
 MB3066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3066!SPC OH N     -   0.99995336  x   0.99994253  =   0.99989589
 MB3066!UTM  17      -   0.99995336  x   0.99961673  =   0.99957010
 MB3066
 MB3066:                Primary Azimuth Mark                     Grid Az
 MB3066:SPC OH N     -  HU 102                                   180 20 03.1
 MB3066:UTM  17      -  HU 102                                   181 19 13.7
 MB3066
 MB3066|---------------------------------------------------------------------|
 MB3066| PID    Reference Object                     Distance      Geod. Az  |
 MB3066|                                                           dddmmss.s |
 MB3066| MB3065 HU 102                              APPROX. 0.7 KM 1810150.2 |
 MB3066|---------------------------------------------------------------------|
 MB3066
 MB3066                          SUPERSEDED SURVEY CONTROL
 MB3066
 MB3066  ELLIP H (04/01/98)  297.44   (m)                       GP(       ) 4 1
 MB3066  NAD 83(1986)-  41 13 01.63433(N)    081 26 23.67183(W) AD(       ) 1
 MB3066  NGVD 29 (09/26/91)  331.2    (m)         1087.     (f) GPS OBS        
 MB3066
 MB3066.Superseded values are not recommended for survey control.
 MB3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3066.See file dsdata.txt to determine how the superseded data were derived.
 MB3066
 MB3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6312562953(NAD 83)
 MB3066_MARKER: DD = SURVEY DISK
 MB3066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3066_SP_SET: CONCRETE POST
 MB3066_STAMPING: HU-103
 MB3066_MARK LOGO: OH-153
 MB3066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3066+STABILITY: SURFACE MOTION
 MB3066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3066+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3066
 MB3066  HISTORY     - Date     Condition        Report By
 MB3066  HISTORY     - 1990     MONUMENTED       OH-153
 MB3066
 MB3066                          STATION DESCRIPTION
 MB3066
 MB3066'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3066'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 1.6 MILES SOUTH OF
 MB3066'THE VILLAGE OF HUDSON.
 MB3066'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 303 AND
 MB3066'STATE ROUTE 91 PROCEED SOUTH ALONG STATE ROUTE 91 1.65 MILES TO THE
 MB3066'STATION ON THE LEFT.
 MB3066'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3066'CONCRETE SET FLUSH WITH THE GROUND AND STAMPED HU-103.  THE STATION IS
 MB3066'77.0 FEET EAST FROM THE CENTERLINE OF THE NORTH BOUND LANES OF STATE
 MB3066'ROUTE 91, 105.0 FEET SOUTH FROM CENTERLINE OF TEREX ROAD, 2.05 FEET
 MB3066'NORTHWEST FROM A METAL WITNESS POST, AND 33.0 FEET NORTHEAST FROM A
 MB3066'POWER POLE.  THE STATION IS 742.73 METERS FROM STATION HU-102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3067 ***********************************************************************
 MB3067  DESIGNATION -  HU 116
 MB3067  PID         -  MB3067
 MB3067  STATE/COUNTY-  OH/SUMMIT
 MB3067  USGS QUAD   -  HUDSON (1984)
 MB3067
 MB3067                         *CURRENT SURVEY CONTROL
 MB3067  ___________________________________________________________________
 MB3067* NAD 83(1995)-  41 14 23.86812(N)    081 27 04.57088(W)     ADJUSTED  
 MB3067* NAVD 88     -       329.5    (meters)    1081.     (feet)  VERTCON   
 MB3067  ___________________________________________________________________
 MB3067  X           -     714,011.226 (meters)                     COMP
 MB3067  Y           -  -4,749,922.260 (meters)                     COMP
 MB3067  Z           -   4,182,694.103 (meters)                     COMP
 MB3067  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 MB3067  ELLIP HEIGHT-         295.80  (meters)          (10/07/05) GPS OBS
 MB3067  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB3067
 MB3067  HORZ ORDER  -  FIRST
 MB3067  ELLP ORDER  -  FOURTH    CLASS I
 MB3067
 MB3067.The horizontal coordinates were established by GPS observations
 MB3067.and adjusted by the National Geodetic Survey in April 1998..
 MB3067
 MB3067.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3067
 MB3067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3067
 MB3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3067
 MB3067.The ellipsoidal height was determined by GPS observations
 MB3067.and is referenced to NAD 83.
 MB3067
 MB3067.The geoid height was determined by GEOID03.
 MB3067
 MB3067;                    North         East     Units Scale Factor Converg.
 MB3067;SPC OH N     -   175,237.458   687,907.260   MT  0.99994365   +0 41 20.3
 MB3067;UTM  17      - 4,565,493.997   462,185.456   MT  0.99961760   -0 17 51.0
 MB3067
 MB3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3067!SPC OH N     -   0.99995360  x   0.99994365  =   0.99989726
 MB3067!UTM  17      -   0.99995360  x   0.99961760  =   0.99957122
 MB3067
 MB3067                          SUPERSEDED SURVEY CONTROL
 MB3067
 MB3067  ELLIP H (04/01/98)  295.85   (m)                       GP(       ) 4 1
 MB3067  NAD 83(1986)-  41 14 23.87781(N)    081 27 04.57110(W) AD(       ) 1
 MB3067  NGVD 29 (09/26/91)  329.7    (m)         1082.     (f) GPS OBS        
 MB3067
 MB3067.Superseded values are not recommended for survey control.
 MB3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3067.See file dsdata.txt to determine how the superseded data were derived.
 MB3067
 MB3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6218565494(NAD 83)
 MB3067_MARKER: DD = SURVEY DISK
 MB3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3067_SP_SET: CONCRETE POST
 MB3067_STAMPING: HU-116
 MB3067_MARK LOGO: OH-153
 MB3067_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3067+STABILITY: SURFACE MOTION
 MB3067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3067+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3067
 MB3067  HISTORY     - Date     Condition        Report By
 MB3067  HISTORY     - 1990     MONUMENTED       OH-153
 MB3067
 MB3067                          STATION DESCRIPTION
 MB3067
 MB3067'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3067'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 0.6 MILES WEST OF
 MB3067'THE VILLAGE OF HUDSON.
 MB3067'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 303 AND
 MB3067'STATE ROUTE 91 PROCEED WEST ALONG STATE ROUTE 303 0.6 MILES TO THE
 MB3067'STATION ON THE RIGHT.
 MB3067'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3067'CONCRETE SET 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON
 MB3067'BOX AND STAMPED HU-116.  THE STATION IS 26.0 FEET NORTHEAST FROM A
 MB3067'CATCH BASIN IN THE CURB OF STATE ROUTE 303, 45.0 FEET NORTHWEST FROM
 MB3067'THE CENTERLINE OF STATE ROUTE 303, 32.0 FEET WEST FROM A MAN HOLE, AND
 MB3067'75.0 FEET SOUTHWEST FROM THE CENTERLINE OF BOSTON MILLS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3068 ***********************************************************************
 MB3068  DESIGNATION -  HU 119
 MB3068  PID         -  MB3068
 MB3068  STATE/COUNTY-  OH/SUMMIT
 MB3068  USGS QUAD   -  HUDSON (1984)
 MB3068
 MB3068                         *CURRENT SURVEY CONTROL
 MB3068  ___________________________________________________________________
 MB3068* NAD 83(1995)-  41 13 57.95272(N)    081 29 11.09565(W)     ADJUSTED  
 MB3068* NAVD 88     -       308.6    (meters)    1012.     (feet)  VERTCON   
 MB3068  ___________________________________________________________________
 MB3068  X           -     711,173.137 (meters)                     COMP
 MB3068  Y           -  -4,750,864.996 (meters)                     COMP
 MB3068  Z           -   4,182,079.080 (meters)                     COMP
 MB3068  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 MB3068  ELLIP HEIGHT-         274.88  (meters)          (10/07/05) GPS OBS
 MB3068  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB3068
 MB3068  HORZ ORDER  -  THIRD
 MB3068  ELLP ORDER  -  FOURTH    CLASS I
 MB3068
 MB3068.The horizontal coordinates were established by GPS observations
 MB3068.and adjusted by the National Geodetic Survey in April 1998..
 MB3068
 MB3068.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3068
 MB3068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3068
 MB3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3068
 MB3068.The ellipsoidal height was determined by GPS observations
 MB3068.and is referenced to NAD 83.
 MB3068
 MB3068.The geoid height was determined by GEOID03.
 MB3068
 MB3068;                    North         East     Units Scale Factor Converg.
 MB3068;SPC OH N     -   174,403.247   684,970.677   MT  0.99994328   +0 39 57.1
 MB3068;UTM  17      - 4,564,710.721   459,235.903   MT  0.99962045   -0 19 14.2
 MB3068
 MB3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3068!SPC OH N     -   0.99995689  x   0.99994328  =   0.99990017
 MB3068!UTM  17      -   0.99995689  x   0.99962045  =   0.99957735
 MB3068
 MB3068:                Primary Azimuth Mark                     Grid Az
 MB3068:SPC OH N     -  BO 110                                   261 09 11.2
 MB3068:UTM  17      -  BO 110                                   262 08 22.5
 MB3068
 MB3068|---------------------------------------------------------------------|
 MB3068| PID    Reference Object                     Distance      Geod. Az  |
 MB3068|                                                           dddmmss.s |
 MB3068| MB3050 BO 110                              461.820 METERS 2614908.3 |
 MB3068|---------------------------------------------------------------------|
 MB3068
 MB3068                          SUPERSEDED SURVEY CONTROL
 MB3068
 MB3068  ELLIP H (04/01/98)  274.94   (m)                       GP(       ) 4 1
 MB3068  NAD 83(1986)-  41 13 57.96226(N)    081 29 11.09621(W) AD(       ) 3
 MB3068  NGVD 29 (09/26/91)  308.8    (m)         1013.     (f) GPS OBS        
 MB3068
 MB3068.Superseded values are not recommended for survey control.
 MB3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3068.See file dsdata.txt to determine how the superseded data were derived.
 MB3068
 MB3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5923664711(NAD 83)
 MB3068_MARKER: DD = SURVEY DISK
 MB3068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3068_SP_SET: CONCRETE POST
 MB3068_STAMPING: HU-119
 MB3068_MARK LOGO: OH-153
 MB3068_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3068+STABILITY: SURFACE MOTION
 MB3068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3068+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3068
 MB3068  HISTORY     - Date     Condition        Report By
 MB3068  HISTORY     - 1990     MONUMENTED       OH-153
 MB3068
 MB3068                          STATION DESCRIPTION
 MB3068
 MB3068'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3068'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.75 MILES
 MB3068'SOUTHWEST OF THE VILLAGE OF HUDSON.
 MB3068'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 8 AND STATE
 MB3068'ROUTE 303 PROCEED EAST ALONG STATE ROUTE 303 0.2 MILES TO THE STATION
 MB3068'ON THE RIGHT.
 MB3068'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3068'CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
 MB3068'AND STAMPED HU-119.  THE STATION IS 32.0 FEET NORTH FROM THE
 MB3068'CENTERLINE OF STATE ROUTE 303 AND 6.0 FEET SOUTH FROM A METAL WITNESS
 MB3068'POST.  THE STATION IS 461.84 METERS FROM STATION BO-110.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3069 ***********************************************************************
 MB3069  DESIGNATION -  HU 122
 MB3069  PID         -  MB3069
 MB3069  STATE/COUNTY-  OH/SUMMIT
 MB3069  USGS QUAD   -  TWINSBURG (1984)
 MB3069
 MB3069                         *CURRENT SURVEY CONTROL
 MB3069  ___________________________________________________________________
 MB3069* NAD 83(1995)-  41 15 54.42729(N)    081 24 39.93442(W)     ADJUSTED  
 MB3069* NAVD 88     -       327.4    (meters)    1074.     (feet)  VERTCON   
 MB3069  ___________________________________________________________________
 MB3069  X           -     717,066.419 (meters)                     COMP
 MB3069  Y           -  -4,747,597.300 (meters)                     COMP
 MB3069  Z           -   4,184,793.157 (meters)                     COMP
 MB3069  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 MB3069  ELLIP HEIGHT-         293.69  (meters)          (10/07/05) GPS OBS
 MB3069  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB3069
 MB3069  HORZ ORDER  -  FIRST
 MB3069  ELLP ORDER  -  FOURTH    CLASS I
 MB3069
 MB3069.The horizontal coordinates were established by GPS observations
 MB3069.and adjusted by the National Geodetic Survey in April 1998..
 MB3069
 MB3069.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3069
 MB3069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3069
 MB3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3069
 MB3069.The ellipsoidal height was determined by GPS observations
 MB3069.and is referenced to NAD 83.
 MB3069
 MB3069.The geoid height was determined by GEOID03.
 MB3069
 MB3069;                    North         East     Units Scale Factor Converg.
 MB3069;SPC OH N     -   178,072.076   691,239.932   MT  0.99994506   +0 42 55.3
 MB3069;UTM  17      - 4,568,269.907   465,565.326   MT  0.99961459   -0 16 16.1
 MB3069
 MB3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3069!SPC OH N     -   0.99995394  x   0.99994506  =   0.99989900
 MB3069!UTM  17      -   0.99995394  x   0.99961459  =   0.99956854
 MB3069
 MB3069:                Primary Azimuth Mark                     Grid Az
 MB3069:SPC OH N     -  HU 123                                   178 34 06.2
 MB3069:UTM  17      -  HU 123                                   179 33 17.6
 MB3069
 MB3069|---------------------------------------------------------------------|
 MB3069| PID    Reference Object                     Distance      Geod. Az  |
 MB3069|                                                           dddmmss.s |
 MB3069| MB3070 HU 123                              APPROX. 0.8 KM 1791701.5 |
 MB3069|---------------------------------------------------------------------|
 MB3069
 MB3069                          SUPERSEDED SURVEY CONTROL
 MB3069
 MB3069  ELLIP H (04/01/98)  293.75   (m)                       GP(       ) 4 1
 MB3069  NAD 83(1986)-  41 15 54.43719(N)    081 24 39.93448(W) AD(       ) 1
 MB3069  NGVD 29 (09/26/91)  327.6    (m)         1075.     (f) GPS OBS        
 MB3069
 MB3069.Superseded values are not recommended for survey control.
 MB3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3069.See file dsdata.txt to determine how the superseded data were derived.
 MB3069
 MB3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6556568270(NAD 83)
 MB3069_MARKER: DD = SURVEY DISK
 MB3069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3069_SP_SET: CONCRETE POST
 MB3069_STAMPING: HU-122
 MB3069_MARK LOGO: OH-153
 MB3069_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3069+STABILITY: SURFACE MOTION
 MB3069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3069+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3069
 MB3069  HISTORY     - Date     Condition        Report By
 MB3069  HISTORY     - 1990     MONUMENTED       OH-153
 MB3069
 MB3069                          STATION DESCRIPTION
 MB3069
 MB3069'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3069'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.3 MILES
 MB3069'NORTHEAST OF THE VILLAGE OF HUDSON.
 MB3069'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 MB3069'STATE ROUTE 91 PROCEED EAST ALONG U.S. HIGHWAY 80 1.53 MILES TO ITS
 MB3069'INTERSECTION WITH STOW ROAD.  TURN LEFT AND PROCEED NORTH ALONG STOW
 MB3069'ROAD 0.8 MILES TO THE STATION ON THE LEFT.
 MB3069'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3069'CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
 MB3069'AND STAMPED HU-122.  THE STATION IS 15.0 FEET WEST FROM THE CENTERLINE
 MB3069'OF STOW ROAD, 3.0 FEET EAST FROM A METAL WITNESS POST, AND 34.0 FEET
 MB3069'SOUTHEAST FROM POLE NUMBER 204009.  THE STATION IS 846.17 METERS FROM
 MB3069'STATION HU-123.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB3070 ***********************************************************************
 MB3070  DESIGNATION -  HU 123
 MB3070  PID         -  MB3070
 MB3070  STATE/COUNTY-  OH/SUMMIT
 MB3070  USGS QUAD   -  TWINSBURG (1984)
 MB3070
 MB3070                         *CURRENT SURVEY CONTROL
 MB3070  ___________________________________________________________________
 MB3070* NAD 83(1995)-  41 15 27.00182(N)    081 24 39.48006(W)     ADJUSTED  
 MB3070* NAVD 88     -       323.4    (meters)    1061.     (feet)  VERTCON   
 MB3070  ___________________________________________________________________
 MB3070  X           -     717,159.770 (meters)                     COMP
 MB3070  Y           -  -4,748,144.537 (meters)                     COMP
 MB3070  Z           -   4,184,154.532 (meters)                     COMP
 MB3070  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 MB3070  ELLIP HEIGHT-         289.75  (meters)          (10/07/05) GPS OBS
 MB3070  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB3070
 MB3070  HORZ ORDER  -  THIRD
 MB3070  ELLP ORDER  -  FOURTH    CLASS I
 MB3070
 MB3070.The horizontal coordinates were established by GPS observations
 MB3070.and adjusted by the National Geodetic Survey in April 1998..
 MB3070
 MB3070.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3070
 MB3070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3070
 MB3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3070
 MB3070.The ellipsoidal height was determined by GPS observations
 MB3070.and is referenced to NAD 83.
 MB3070
 MB3070.The geoid height was determined by GEOID03.
 MB3070
 MB3070;                    North         East     Units Scale Factor Converg.
 MB3070;SPC OH N     -   177,226.253   691,261.071   MT  0.99994461   +0 42 55.6
 MB3070;UTM  17      - 4,567,424.125   465,571.897   MT  0.99961459   -0 16 15.6
 MB3070
 MB3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3070!SPC OH N     -   0.99995455  x   0.99994461  =   0.99989917
 MB3070!UTM  17      -   0.99995455  x   0.99961459  =   0.99956916
 MB3070
 MB3070:                Primary Azimuth Mark                     Grid Az
 MB3070:SPC OH N     -  HU 122                                   358 34 06.2
 MB3070:UTM  17      -  HU 122                                   359 33 17.4
 MB3070
 MB3070|---------------------------------------------------------------------|
 MB3070| PID    Reference Object                     Distance      Geod. Az  |
 MB3070|                                                           dddmmss.s |
 MB3070| MB3069 HU 122                              APPROX. 0.8 KM 3591701.8 |
 MB3070|---------------------------------------------------------------------|
 MB3070
 MB3070                          SUPERSEDED SURVEY CONTROL
 MB3070
 MB3070  ELLIP H (04/01/98)  289.81   (m)                       GP(       ) 4 1
 MB3070  NAD 83(1986)-  41 15 27.01172(N)    081 24 39.48011(W) AD(       ) 3
 MB3070  NGVD 29 (09/26/91)  323.6    (m)         1062.     (f) GPS OBS        
 MB3070
 MB3070.Superseded values are not recommended for survey control.
 MB3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3070.See file dsdata.txt to determine how the superseded data were derived.
 MB3070
 MB3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6557267424(NAD 83)
 MB3070_MARKER: DD = SURVEY DISK
 MB3070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3070_SP_SET: CONCRETE POST
 MB3070_STAMPING: HU-123
 MB3070_MARK LOGO: OH-153
 MB3070_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 MB3070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3070+STABILITY: SURFACE MOTION
 MB3070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3070+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MB3070
 MB3070  HISTORY     - Date     Condition        Report By
 MB3070  HISTORY     - 1990     MONUMENTED       OH-153
 MB3070
 MB3070                          STATION DESCRIPTION
 MB3070
 MB3070'DESCRIBED BY SUMMIT COUNTY OHIO 1990
 MB3070'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.3 MILES
 MB3070'NORTHEAST OF THE VILLAGE OF HUDSON.
 MB3070'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 MB3070'STATE ROUTE 91 PROCEED EAST ALONG U.S. HIGHWAY 80 1.53 MILES TO ITS
 MB3070'INTERSECTION WITH STOW ROAD.  TURN LEFT AND PROCEED NORTH ALONG STOW
 MB3070'ROAD 0.4 MILES TO THE STATION ON THE RIGHT.
 MB3070'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
 MB3070'CONCRETE SET FLUSH WITH THE GROUND AND STAMPED HU-123.  THE STATION IS
 MB3070'28.0 FEET EAST FROM THE CENTERLINE OF STOW ROAD, 34.0 FEET SOUTH FROM
 MB3070'CONCRETE DRIVE TO HOUSE NUMBER 7321, 11.5 FEET NORTH FROM A WATERLINE
 MB3070'MARKER, 18.0 FEET NORTHEAST FROM A WATERLINE MANHOLE.  THE STATION IS
 MB3070'846.17 METERS FROM STATION HU-122.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1349 ***********************************************************************
 JY1349  DESIGNATION -  HUB 1944
 JY1349  PID         -  JY1349
 JY1349  STATE/COUNTY-  OH/ATHENS
 JY1349  USGS QUAD   -  ATHENS (1995)
 JY1349
 JY1349                         *CURRENT SURVEY CONTROL
 JY1349  ___________________________________________________________________
 JY1349* NAD 83(1995)-  39 17 17.76055(N)    082 05 42.70559(W)     ADJUSTED  
 JY1349* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 JY1349  ___________________________________________________________________
 JY1349  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 JY1349  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JY1349
 JY1349  HORZ ORDER  -  SECOND
 JY1349
 JY1349.The horizontal coordinates were established by classical geodetic methods
 JY1349.and adjusted by the National Geodetic Survey in April 1998..
 JY1349
 JY1349.The orthometric height was scaled from a topographic map.
 JY1349
 JY1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1349
 JY1349.The geoid height was determined by GEOID03.
 JY1349
 JY1349;                    North         East     Units Scale Factor Converg.
 JY1349;SPC OH S     -   143,092.763   634,921.674   MT  0.99993731   +0 15 24.7
 JY1349;UTM  17      - 4,349,338.301   405,549.918   MT  0.99970984   -0 41 36.8
 JY1349
 JY1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1349!SPC OH S     -   0.99996240  x   0.99993731  =   0.99989971
 JY1349!UTM  17      -   0.99996240  x   0.99970984  =   0.99967225
 JY1349
 JY1349                          SUPERSEDED SURVEY CONTROL
 JY1349
 JY1349  NAD 83(1986)-  39 17 17.76176(N)    082 05 42.71128(W) AD(       ) 2
 JY1349  NAD 27      -  39 17 17.49700(N)    082 05 43.19700(W) AD(       ) 2
 JY1349
 JY1349.Superseded values are not recommended for survey control.
 JY1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1349.See file dsdata.txt to determine how the superseded data were derived.
 JY1349
 JY1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD0555049338(NAD 83)
 JY1349_MARKER: Z = SEE DESCRIPTION
 JY1349_SETTING: 0 = UNSPECIFIED SETTING
 JY1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY1349
 JY1349  HISTORY     - Date     Condition        Report By
 JY1349  HISTORY     - 1944     MONUMENTED       CGS
 JY1349  HISTORY     - 1976     SEE DESCRIPTION  NGS
 JY1349
 JY1349                          STATION DESCRIPTION
 JY1349
 JY1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1349'THE STATION WAS SEARCHED FOR USING A DIRECT ANGLE AND A DISTANCE
 JY1349'FROM TOWNSEND 1883.  NO EVIDENCE OF THE STATION WAS FOUND,
 JY1349'THEREFORE IT SHOULD BE CONSIDERED DESTROYED.
 JY1349'
 JY1349'THE STATION IS LISTED,
 JY1349'HOWEVER THERE WAS NO TEXTUAL INFORMATION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2117 ***********************************************************************
 MB2117  DESIGNATION -  HUBBARD
 MB2117  PID         -  MB2117
 MB2117  STATE/COUNTY-  OH/LAKE
 MB2117  USGS QUAD   -  MADISON (1994)
 MB2117
 MB2117                         *CURRENT SURVEY CONTROL
 MB2117  ___________________________________________________________________
 MB2117* NAD 83(1995)-  41 50 19.90606(N)    081 02 49.00641(W)     ADJUSTED  
 MB2117* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 MB2117  ___________________________________________________________________
 MB2117  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 MB2117  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 MB2117
 MB2117  HORZ ORDER  -  SECOND
 MB2117
 MB2117.The horizontal coordinates were established by classical geodetic methods
 MB2117.and adjusted by the National Geodetic Survey in April 1998..
 MB2117
 MB2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2117
 MB2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2117
 MB2117.The geoid height was determined by GEOID03.
 MB2117
 MB2117;                    North         East     Units Scale Factor Converg.
 MB2117;SPC OH N     -   242,229.197   720,687.859   MT  1.00002973   +0 57 16.5
 MB2117;UTM  17      - 4,631,886.663   496,102.232   MT  0.99960019   -0 01 52.7
 MB2117
 MB2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2117!SPC OH N     -   0.99997785  x   1.00002973  =   1.00000758
 MB2117!UTM  17      -   0.99997785  x   0.99960019  =   0.99957805
 MB2117
 MB2117:                Primary Azimuth Mark                     Grid Az
 MB2117:SPC OH N     -  ALLEN                                    245 15 29.3
 MB2117:UTM  17      -  ALLEN                                    246 14 38.5
 MB2117
 MB2117|---------------------------------------------------------------------|
 MB2117| PID    Reference Object                     Distance      Geod. Az  |
 MB2117|                                                           dddmmss.s |
 MB2117| MB2118 ALLEN                               APPROX. 2.1 KM 2461245.8 |
 MB2117|---------------------------------------------------------------------|
 MB2117
 MB2117                          SUPERSEDED SURVEY CONTROL
 MB2117
 MB2117  NAD 83(1986)-  41 50 19.91197(N)    081 02 49.00981(W) AD(       ) 2
 MB2117  NAD 27      -  41 50 19.75283(N)    081 02 49.67209(W) AD(       ) 2
 MB2117  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 MB2117
 MB2117.Superseded values are not recommended for survey control.
 MB2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2117.See file dsdata.txt to determine how the superseded data were derived.
 MB2117
 MB2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG9610231887(NAD 83)
 MB2117_MARKER: Z = SEE DESCRIPTION
 MB2117_SETTING: 0 = UNSPECIFIED SETTING
 MB2117_MARK LOGO: USLS  
 MB2117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2117
 MB2117  HISTORY     - Date     Condition        Report By
 MB2117  HISTORY     - 1974     MONUMENTED       USLS
 MB2117
 MB2117                          STATION DESCRIPTION
 MB2117
 MB2117'DESCRIBED BY US LAKE SURVEY 1974 (RES)
 MB2117'THIRD ORDER EDM TRAVERSE STATION--POSITIONED DIRECT BY
 MB2117'RANGE/AZIMUTH OBSERVATIONS FROM CHADWICK LSC, 1974
 MB2117'
 MB2117'STATION IS ABOUT 15 MILES EAST OF PAINESVILLE, OHIO, 6 MILES
 MB2117'NORTHWEST OF GENEVA, OHIO, 3.5 MILES NORTH OF MADISON, OHIO IN
 MB2117'MADISON-ON-THE-LAKE, OHIO, IN THE TOWNSHIP PARK ON THE CONCRETE AND
 MB2117'STEEL DECK BOAT LAUNCHING RAMP.
 MB2117'
 MB2117'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 84
 MB2117'AND STATE HIGHWAY 528, HUBBARD ROAD, IN MADISON, OHIO PROCEED
 MB2117'NORTH ON STATE HIGHWAY 84, HUBBARD ROAD FOR 4.5 MILES TO LAKE
 MB2117'ROAD.  TURN RIGHT, EAST AND PROCEED 0.1 MILES TO THE ENTRANCE TO
 MB2117'THE MADISON TOWNSHIP PARK.  TURN LEFT, NORTH, AND PROCEED
 MB2117'APPROXIMATELY 0.1 MILES TO THE BOAT LAUNCHING RAMP.  THE STATION
 MB2117'IS ON THE SOUTHEAST CORNER.
 MB2117'
 MB2117'STATION MARK IS THE CEMENTED SHANK OF A STANDARD BRONZE DISK
 MB2117'WHICH HAS BEEN SHEARED OFF, LOCATED 5.05 FEET FROM THE NEAREST
 MB2117'NORTHEASTERLY EDGE AND 0.74 FEET FROM THE NEAREST SOUTHEASTERLY
 MB2117'EDGE.
 MB2117'
 MB2117'NO REFERENCE MARKS WERE SET.  THE STATION AFFORDS AN UNOBSTRUCTED
 MB2117'VIEW OF ALL POINTS SEAWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1987 ***********************************************************************
 MB1987  DESIGNATION -  HUBBARD STANDPIPE
 MB1987  PID         -  MB1987
 MB1987  STATE/COUNTY-  OH/TRUMBULL
 MB1987  USGS QUAD   -  SHARON WEST (1994)
 MB1987
 MB1987                         *CURRENT SURVEY CONTROL
 MB1987  ___________________________________________________________________
 MB1987* NAD 83(1995)-  41 09 13.80772(N)    080 34 31.49884(W)     ADJUSTED  
 MB1987* NAVD 88     -                                                        
 MB1987  ___________________________________________________________________
 MB1987  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 MB1987  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 MB1987
 MB1987  HORZ ORDER  -  THIRD
 MB1987
 MB1987.The horizontal coordinates were established by classical geodetic methods
 MB1987.and adjusted by the National Geodetic Survey in April 1998..
 MB1987
 MB1987
 MB1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1987
 MB1987.The geoid height was determined by GEOID03.
 MB1987
 MB1987;                    North         East     Units Scale Factor Converg.
 MB1987;SPC OH N     -   166,926.590   761,525.371   MT  0.99994027   +1 15 51.7
 MB1987;SPC PA N     -   113,496.533   362,886.439   MT  0.99996737   -1 52 08.9
 MB1987;SPC PA N     -   372,363.21  1,190,569.93   sFT  0.99996737   -1 52 08.9
 MB1987;SPC PA S     -   205,942.605   362,868.848   MT  1.00003478   -1 49 59.2
 MB1987;SPC PA S     -   675,663.36  1,190,512.21   sFT  1.00003478   -1 49 59.2
 MB1987;UTM  17      - 4,555,921.354   535,625.027   MT  0.99961562   +0 16 45.9
 MB1987
 MB1987                          SUPERSEDED SURVEY CONTROL
 MB1987
 MB1987  NAD 83(1986)-  41 09 13.81153(N)    080 34 31.50259(W) AD(       ) 4
 MB1987  NAD 27      -  41 09 13.60300(N)    080 34 32.24000(W) AD(       ) 3
 MB1987
 MB1987.Superseded values are not recommended for survey control.
 MB1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1987.See file dsdata.txt to determine how the superseded data were derived.
 MB1987
 MB1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF3562555921(NAD 83)
 MB1987_MARKER: 52 = STANDPIPE TANK
 MB1987_SETTING: 0 = UNSPECIFIED SETTING
 MB1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1987+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2006
 MB1987
 MB1987  HISTORY     - Date     Condition        Report By
 MB1987  HISTORY     - 1913     FIRST OBSERVED   CGS
 MB1987  HISTORY     - 19930910 GOOD             OHDT
 MB1987  HISTORY     - 20060210 GOOD             GEOCAC
 MB1987
 MB1987                          STATION DESCRIPTION
 MB1987
 MB1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PLB)
 MB1987'THE STATION IS A FLAT TOP STANDPIPE OWNED BY THE CITY OF
 MB1987'HUBBARD.  IT IS A
 MB1987'STEEL STRUCTURE 80 FEET IN HEIGHT, AND 20 FEET IN DIAMETER, PAINTED
 MB1987'SILVER, AND BUILT IN 1913.  IT IS
 MB1987'LOCATED IN THE WEST PART OF THE CITY OF HUBBARD,
 MB1987'ABOUT 300 FEET WEST OF (T) INTERSECTION OF CHRISTIAN
 MB1987'AVE. AND CLINGAN ST.
 MB1987
 MB1987                          STATION RECOVERY (1993)
 MB1987
 MB1987'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1987'-------------REPORT BY ODOT --------YEAR 1993----------CONDITION GOOD
 MB1987' 
 MB1987'DESCRIPTION GOOD, STANDPIPE IS NOW PAINTED LIGHT BLUE.
 MB1987
 MB1987                          STATION RECOVERY (2006)
 MB1987
 MB1987'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB1987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1358 ***********************************************************************
 JY1358  DESIGNATION -  HUBER
 JY1358  PID         -  JY1358
 JY1358  STATE/COUNTY-  OH/ATHENS
 JY1358  USGS QUAD   -  ATHENS (1995)
 JY1358
 JY1358                         *CURRENT SURVEY CONTROL
 JY1358  ___________________________________________________________________
 JY1358* NAD 83(1995)-  39 21 01.52793(N)    082 00 09.25544(W)     ADJUSTED  
 JY1358* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 JY1358  ___________________________________________________________________
 JY1358  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JY1358  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JY1358
 JY1358  HORZ ORDER  -  FIRST
 JY1358
 JY1358.The horizontal coordinates were established by classical geodetic methods
 JY1358.and adjusted by the National Geodetic Survey in April 1998..
 JY1358
 JY1358.The orthometric height was scaled from a topographic map.
 JY1358
 JY1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1358
 JY1358.The geoid height was determined by GEOID03.
 JY1358
 JY1358;                    North         East     Units Scale Factor Converg.
 JY1358;SPC OH S     -   150,032.977   642,874.176   MT  0.99993608   +0 18 56.3
 JY1358;UTM  17      - 4,356,143.977   413,614.598   MT  0.99969188   -0 38 08.6
 JY1358
 JY1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1358!SPC OH S     -   0.99995550  x   0.99993608  =   0.99989159
 JY1358!UTM  17      -   0.99995550  x   0.99969188  =   0.99964740
 JY1358
 JY1358:                Primary Azimuth Mark                     Grid Az
 JY1358:SPC OH S     -  HUBER AZ MK                              029 26 34.8
 JY1358:UTM  17      -  HUBER AZ MK                              030 23 39.7
 JY1358
 JY1358|---------------------------------------------------------------------|
 JY1358| PID    Reference Object                     Distance      Geod. Az  |
 JY1358|                                                           dddmmss.s |
 JY1358| CE6746 HUBER AZ MK                                        0294531.1 |
 JY1358| CE6747 HUBER RM 1                           17.945 METERS 07259     |
 JY1358| CF2702 HUBER RM 2                           27.166 METERS 27348     |
 JY1358|---------------------------------------------------------------------|
 JY1358
 JY1358                          SUPERSEDED SURVEY CONTROL
 JY1358
 JY1358  NAD 83(1986)-  39 21 01.52946(N)    082 00 09.26123(W) AD(       ) 1
 JY1358  NAD 27      -  39 21 01.26400(N)    082 00 09.75200(W) AD(       ) 1
 JY1358
 JY1358.Superseded values are not recommended for survey control.
 JY1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1358.See file dsdata.txt to determine how the superseded data were derived.
 JY1358
 JY1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD1361556144(NAD 83)
 JY1358_MARKER: DS = TRIANGULATION STATION DISK
 JY1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1358
 JY1358  HISTORY     - Date     Condition        Report By
 JY1358  HISTORY     - 1944     MONUMENTED       CGS
 JY1358  HISTORY     - 1976     GOOD             NGS
 JY1358
 JY1358                          STATION DESCRIPTION
 JY1358
 JY1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JY1358'STATION IS LOCATED ON A HIGH PARTLY WOODED KNOLL ABOUT 3-1/2 MILES W
 JY1358'OF AMESVILLE, 3 MILES NNW OF CANAANVILLE, AND ABOUT 7 MILES ENE
 JY1358'OF ATHENS, BETWEEN U.S. HIGHWAYS 50 AND 50N AND W OF STATE HIGHWAY
 JY1358'690.  IT IS 12 FEET S OF A TRIANGULAR BLAZE ON A 12-INCH OAK
 JY1358'TREE AND 6 FEET E OF A WITNESS POST.  THE LAND IS OWNED BY MRS. F. J.
 JY1358'HUBER.  THE DISK IS STAMPED HUBER 1944.
 JY1358'
 JY1358'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 JY1358'SET IN CONCRETE.
 JY1358'
 JY1358'REFERENCE MARK 1 IS ON THE E SLOPE OF THE HILL AND 1 FOOT W OF A N-S
 JY1358'FENCE.  IT IS STAMPED HUBER NO 1 1944.
 JY1358'
 JY1358'REFERENCE MARK 2 IS ON THE W SLOPE OF THE HILL AND 14 FEET W OF A
 JY1358'10-INCH MAPLE TREE.  IT IS STAMPED HUBER NO 2 1944.
 JY1358'
 JY1358'AZIMUTH MARK IS 16 FEET W OF THE CENTER LINE OF THE ROAD, 1 FOOT W OF
 JY1358'THE FENCE, AND 4 FEET S OF A WITNESS POST.  IT IS
 JY1358'STAMPED HUBER 1944.
 JY1358'
 JY1358'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JY1358'HIGHWAY 690 IN CANAANVILLE ABOUT 7 MILES E OF ATHENS, GO N ON
 JY1358'STATE HIGHWAY 690 FOR 1.8 MILES TO CROSSROADS ON TOP OF THE HILL,
 JY1358'TURN LEFT ON DIRT ROAD AND GO 1.4 MILES TO THE AZ MK ON THE
 JY1358'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.25 MI TO A BLAZED TREE ON THE L
 JY1358'AT A BOARD GATE, TURN L THROUGH GATE AND FOLLOW DIM FARM ROAD FOR
 JY1358'0.3 MI TO A HIGH PARTLY WOODED HILL ON THE LEFT AND STATION.
 JY1358'
 JY1358'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JY1358
 JY1358                          STATION RECOVERY (1976)
 JY1358
 JY1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JRS)
 JY1358'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 JY1358'WERE RECOVERED AND FOUND IN GOOD CONDITION. DIRECTIONS TO THE
 JY1358'MARKS CHECKED THE OLD DATA. A DIFFERENCE OF 0.007 METER LONGER
 JY1358'WAS NOTED IN THE DISTANCE TO REFERENCE MARK 1 AND A DIFFERENCE
 JY1358'OF 0.016 METER SHORTER WAS NOTED IN THE DISTANCE TO REFERENCE
 JY1358'MARK 2. FOLLOWING IS A COMPLETE DESCRIPTION.
 JY1358'
 JY1358'THE STATION IS ABOUT 2 MILES NORTH-NORTHWEST OF CANAANVILLE, 6
 JY1358'MILES EAST-NORTHEAST OF ATHENS AND IS ON PROPERTY OWNED BY MRS.
 JY1358'NEIL EVERETT, WHO LIVES 0.35 MILES NORTH OF THE STATION.
 JY1358'
 JY1358'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JY1358'STATE HIGHWAY 690, ABOUT 5 MILES EAST OF ATHENS, GO NORTHERLY ON
 JY1358'STATE HIGHWAY 690 FOR 1.7 MILES TO A CROSSROAD AT THE SUMMIT OF
 JY1358'A GRADE. TURN LEFT AND GO WESTERLY ON COUNTY ROUTE 20 FOR 1.3
 JY1358'MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE WESTERLY FOR 0.3
 JY1358'MILE TO A TRACK ROAD LEFT, BETWEEN TWO OAK TREES AND ON A DOWN
 JY1358'GRADE, TURN SHARP LEFT AND GO SOUTHEASTERLY ON A TRACK ROAD FOR
 JY1358'0.3 MILE TO THE SUMMIT OF A GRADE AND A DIM TRACK ROAD LEFT.
 JY1358'TURN SHARP LEFT AND GO UPHILL, EASTERLY FOR 0.1 MILE TO THE
 JY1358'TOP OF A HILL AND THE STATION.
 JY1358'
 JY1358'STATION MARK IS A STANDARD DISK STAMPED---HUBER 1944---, SET IN
 JY1358'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 JY1358'INCHES ABOVE THE GROUND. IT IS 12 FEET SOUTHEAST OF A LARGE
 JY1358'WALNUT TREE.
 JY1358'
 JY1358'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---HUBER NO 1 1944---,
 JY1358'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JY1358'5 INCHES ABOVE THE GROUND. IT IS 97 FEET EAST OF THE TREE AND IS
 JY1358'ABOUT 6 FEET LOWER THAN THE STATION.
 JY1358'
 JY1358'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---HUBER NO 2 1944---,
 JY1358'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JY1358'12 INCHES ABOVE THE GROUND. IT IS 49.7 FEET WEST OF THE TREE AND
 JY1358'IS ABOUT 12 FEET LOWER THAN THE STATION.
 JY1358'
 JY1358'AZIMUTH MARK IS A STANDARD DISK STAMPED---HUBER 1944---, SET IN
 JY1358'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 JY1358'INCHES ABOVE THE GROUND. IT IS 16.0 FEET SOUTHEAST OF THE
 JY1358'APPROXIMATE CENTER OF A GRAVEL ROAD AND 44.5 FEET SOUTHWEST OF
 JY1358'A TELEPHONE POLE.
 JY1358'
 JY1358'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE
 JY1358'OF DIFFICULT TERRAIN AND TREES.
 JY1358'
 JY1358'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND.
 JY1358'HEIGHT OF LIGHT ABOVE MARK WAS 22.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1083 ***********************************************************************
 MB1083  DESIGNATION -  HUDSON
 MB1083  PID         -  MB1083
 MB1083  STATE/COUNTY-  OH/SUMMIT
 MB1083  USGS QUAD   -  HUDSON (1984)
 MB1083
 MB1083                         *CURRENT SURVEY CONTROL
 MB1083  ___________________________________________________________________
 MB1083* NAD 83(1995)-  41 14 24.10530(N)    081 26 40.96782(W)     ADJUSTED  
 MB1083* NAVD 88     -       323.593  (meters)    1061.65   (feet)  ADJUSTED  
 MB1083  ___________________________________________________________________
 MB1083  X           -     714,553.380 (meters)                     COMP
 MB1083  Y           -  -4,749,831.359 (meters)                     COMP
 MB1083  Z           -   4,182,695.709 (meters)                     COMP
 MB1083  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 MB1083  ELLIP HEIGHT-         289.89  (meters)          (10/07/05) GPS OBS
 MB1083  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB1083  DYNAMIC HT  -         323.453 (meters)    1061.20  (feet)  COMP
 MB1083  MODELED GRAV-     980,182.1   (mgal)                       NAVD 88
 MB1083
 MB1083  HORZ ORDER  -  THIRD
 MB1083  VERT ORDER  -  FIRST     CLASS II
 MB1083  ELLP ORDER  -  FOURTH    CLASS I
 MB1083
 MB1083.The horizontal coordinates were established by GPS observations
 MB1083.and adjusted by the National Geodetic Survey in April 1998..
 MB1083
 MB1083.The orthometric height was determined by differential leveling
 MB1083.and adjusted by the National Geodetic Survey in June 1991..
 MB1083.WARNING-Repeat measurements at this control monument indicate possible
 MB1083.vertical movement.
 MB1083
 MB1083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1083
 MB1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1083
 MB1083.The ellipsoidal height was determined by GPS observations
 MB1083.and is referenced to NAD 83.
 MB1083
 MB1083.The geoid height was determined by GEOID03.
 MB1083
 MB1083.The dynamic height is computed by dividing the NAVD 88
 MB1083.geopotential number by the normal gravity value computed on the
 MB1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1083.degrees latitude (g = 980.6199 gals.).
 MB1083
 MB1083.The modeled gravity was interpolated from observed gravity values.
 MB1083
 MB1083;                    North         East     Units Scale Factor Converg.
 MB1083;SPC OH N     -   175,251.403   688,456.719   MT  0.99994365   +0 41 35.8
 MB1083;UTM  17      - 4,565,498.479   462,734.894   MT  0.99961709   -0 17 35.4
 MB1083
 MB1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1083!SPC OH N     -   0.99995453  x   0.99994365  =   0.99989818
 MB1083!UTM  17      -   0.99995453  x   0.99961709  =   0.99957164
 MB1083
 MB1083                          SUPERSEDED SURVEY CONTROL
 MB1083
 MB1083  ELLIP H (04/01/98)  289.94   (m)                       GP(       ) 4 1
 MB1083  NAD 83(1986)-  41 14 24.11497(N)    081 26 40.96804(W) AD(       ) 3
 MB1083  NGVD 29 (06/03/92)  323.801  (m)         1062.34   (f) ADJUSTED    1 2
 MB1083
 MB1083.Superseded values are not recommended for survey control.
 MB1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1083.See file dsdata.txt to determine how the superseded data were derived.
 MB1083
 MB1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6273565498(NAD 83)
 MB1083_MARKER: DB = BENCH MARK DISK
 MB1083_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MB1083_SP_SET: BRIDGE ABUTMENT
 MB1083_STAMPING: HUDSON 1934
 MB1083_MARK LOGO: CGS   
 MB1083_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1083+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1990
 MB1083
 MB1083  HISTORY     - Date     Condition        Report By
 MB1083  HISTORY     - 1934     MONUMENTED       CGS
 MB1083  HISTORY     - 1938     GOOD             NGS
 MB1083  HISTORY     - 1983     GOOD             NGS
 MB1083  HISTORY     - 1989     GOOD             OHDT
 MB1083  HISTORY     - 19900915 GOOD             RDA
 MB1083
 MB1083                          STATION DESCRIPTION
 MB1083
 MB1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MB1083'AT HUDSON.
 MB1083'AT HUDSON, SUMMIT COUNTY, IN LINE WITH THE SOUTH SIDE OF THE
 MB1083'PENNSYLVANIA RAILROAD STATION, 21 YARDS WEST OF THE SOUTHWEST
 MB1083'CORNER, IN THE TOP OF THE NORTH ABUTMENT OF THE WEST BRIDGE OVER
 MB1083'STATE HIGHWAY 303, 2.8 FEET EAST OF THE SOUTHWEST CORNER OF THE
 MB1083'ABUTMENT, 5.8 FEET WEST OF THE WEST SIDE OF THE WEST GIRDER, AND
 MB1083'7.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK.  A STANDARD
 MB1083'DISK, STAMPED HUDSON 1934.
 MB1083
 MB1083                          STATION RECOVERY (1983)
 MB1083
 MB1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1083'RECOVERED IN GOOD CONDITION.
 MB1083
 MB1083                          STATION RECOVERY (1989)
 MB1083
 MB1083'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989 (KM)
 MB1083'RECOVERED IN GOOD CONDITION.
 MB1083
 MB1083                          STATION RECOVERY (1990)
 MB1083
 MB1083'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
 MB1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2756 ***********************************************************************
 MB2756  DESIGNATION -  HUDSON
 MB2756  PID         -  MB2756
 MB2756  STATE/COUNTY-  OH/SUMMIT
 MB2756  USGS QUAD   -  HUDSON (1984)
 MB2756
 MB2756                         *CURRENT SURVEY CONTROL
 MB2756  ___________________________________________________________________
 MB2756* NAD 83(1995)-  41 14 38.59304(N)    081 26 13.49981(W)     ADJUSTED  
 MB2756* NAVD 88     -       338.3    (meters)    1110.     (feet)  VERTCON   
 MB2756  ___________________________________________________________________
 MB2756  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 MB2756  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB2756
 MB2756  HORZ ORDER  -  SECOND
 MB2756
 MB2756.The horizontal coordinates were established by classical geodetic methods
 MB2756.and adjusted by the National Geodetic Survey in April 1998..
 MB2756
 MB2756.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2756
 MB2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2756
 MB2756.The geoid height was determined by GEOID03.
 MB2756
 MB2756;                    North         East     Units Scale Factor Converg.
 MB2756;SPC OH N     -   175,706.053   689,090.807   MT  0.99994386   +0 41 53.8
 MB2756;UTM  17      - 4,565,942.000   463,376.505   MT  0.99961651   -0 17 17.4
 MB2756
 MB2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2756!SPC OH N     -   0.99995222  x   0.99994386  =   0.99989608
 MB2756!UTM  17      -   0.99995222  x   0.99961651  =   0.99956875
 MB2756
 MB2756:                Primary Azimuth Mark                     Grid Az
 MB2756:SPC OH N     -  HUDSON NE MUN TANK                       013 18 59.6
 MB2756:UTM  17      -  HUDSON NE MUN TANK                       014 18 10.8
 MB2756
 MB2756|---------------------------------------------------------------------|
 MB2756| PID    Reference Object                     Distance      Geod. Az  |
 MB2756|                                                           dddmmss.s |
 MB2756| MB2755 HUDSON NE MUN TANK                  413.439 METERS 0140053.4 |
 MB2756| CD1880 HUDSON RM 1                          26.765 METERS 01733     |
 MB2756| MB2744 MYERS                               APPROX. 4.2 KM 1132954.5 |
 MB2756| MB2754 HUDSON GM TEREX DIV TANK            APPROX. 3.7 KM 1775205.5 |
 MB2756| MB2757 W RES ACAD EQ TELESCOPE              26.537 METERS 18028     |
 MB2756| MB2758 HUDSON FIRST CONG CH SPIRE          150.338 METERS 21718     |
 MB2756| MB2759 HUDSON SW MUN TANK                  APPROX. 1.3 KM 2281248.3 |
 MB2756| CD1881 HUDSON RM 2                          35.204 METERS 24746     |
 MB2756|---------------------------------------------------------------------|
 MB2756
 MB2756                          SUPERSEDED SURVEY CONTROL
 MB2756
 MB2756  NAD 83(1986)-  41 14 38.60305(N)    081 26 13.50081(W) AD(       ) 2
 MB2756  NAD 27      -  41 14 38.39961(N)    081 26 14.10864(W) AD(       ) 2
 MB2756  NGVD 29 (07/19/86)  338.5    (m)         1111.     (f) VERT ANG       
 MB2756
 MB2756.Superseded values are not recommended for survey control.
 MB2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2756.See file dsdata.txt to determine how the superseded data were derived.
 MB2756
 MB2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6337765942(NAD 83)
 MB2756_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MB2756
 MB2756  HISTORY     - Date     Condition        Report By
 MB2756  HISTORY     - 1977     MONUMENTED       NGS
 MB2756
 MB2756                          STATION DESCRIPTION
 MB2756
 MB2756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2756'THE STATION IS LOCATED IN HUDSON ON THE PROPERTY OF THE
 MB2756'WESTERN RESERVE ACADEMY.  PERMISSION FOR THE STATION
 MB2756'GRANTED BY MR. HUNTER M. TEMPLE, HEADMASTER, WESTERN
 MB2756'RESERVE ACADEMY, HUDSON, OHIO 44236.
 MB2756'
 MB2756'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 303
 MB2756'AND 91 IN HUDSON, GO NORTH ON STATE HIGHWAY 91 FOR 0.15 MILE
 MB2756'TO A TRAFFIC LIGHT.  TURN RIGHT AND GO EAST AND NORTHEAST ON
 MB2756'AURORA STREET FOR 0.2 MILE TO THE WESTERN RESERVE ACADEMY AND
 MB2756'THE STATION BY THE OBSERVATORY.
 MB2756'
 MB2756'STATION MARKS ARE STANDARD DISKS STAMPED---HUDSON 1977---.  THE
 MB2756'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 MB2756'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 MB2756'82.5 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF AN
 MB2756'OBSERVATORY, 28 FEET NORTHEAST OF A LAMP POLE AND 26 FEET EAST
 MB2756'OF A SIDEWALK.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 MB2756'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 MB2756'
 MB2756'REFERENCE MARK 1, STAMPED---HUDSON NO 1 1977---, IS A STANDARD
 MB2756'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 MB2756'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 21 FEET
 MB2756'NORTH-NORTHEAST OF A LAMP POLE AND 5.5 FEET EAST OF THE
 MB2756'SIDEWALK.
 MB2756'
 MB2756'REFERENCE MARK 2, STAMPED---HUDSON NO 2 1977---, IS A
 MB2756'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 MB2756'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET
 MB2756'SOUTH-SOUTHWEST OF A 14-INCH OAK TREE, 18.5 FEET
 MB2756'NORTH-NORTHEAST OF A FIRE HYDRANT AND 18 FEET EAST OF THE CENTER
 MB2756'OF A PAVED STREET.
 MB2756'
 MB2756'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 MB2756'IRON RODS IN ALL MARKS.
 MB2756'HEIGHT OF THE LIGHT ABOVE THRE STATION WAS 30.4 METERS.
 MB2756'
 MB2756'DESCRIBED BY J.E.DUNFORD .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2754 ***********************************************************************
 MB2754  DESIGNATION -  HUDSON GM TEREX DIV TANK
 MB2754  PID         -  MB2754
 MB2754  STATE/COUNTY-  OH/SUMMIT
 MB2754  USGS QUAD   -  HUDSON (1984)
 MB2754
 MB2754                         *CURRENT SURVEY CONTROL
 MB2754  ___________________________________________________________________
 MB2754* NAD 83(1995)-  41 12 37.57714(N)    081 26 07.53461(W)     ADJUSTED  
 MB2754* NAVD 88     -                                                        
 MB2754  ___________________________________________________________________
 MB2754  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 MB2754  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB2754
 MB2754  HORZ ORDER  -  THIRD
 MB2754
 MB2754.The horizontal coordinates were established by classical geodetic methods
 MB2754.and adjusted by the National Geodetic Survey in April 1998..
 MB2754
 MB2754
 MB2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2754
 MB2754.The geoid height was determined by GEOID03.
 MB2754
 MB2754;                    North         East     Units Scale Factor Converg.
 MB2754;SPC OH N     -   171,974.954   689,275.251   MT  0.99994223   +0 41 57.7
 MB2754;UTM  17      - 4,562,209.499   463,496.655   MT  0.99961640   -0 17 12.7
 MB2754
 MB2754                          SUPERSEDED SURVEY CONTROL
 MB2754
 MB2754  NAD 83(1986)-  41 12 37.58726(N)    081 26 07.53647(W) AD(       ) 4
 MB2754  NAD 27      -  41 12 37.38250(N)    081 26 08.14400(W) AD(       ) 3
 MB2754
 MB2754.Superseded values are not recommended for survey control.
 MB2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2754.See file dsdata.txt to determine how the superseded data were derived.
 MB2754
 MB2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6349762209(NAD 83)
 MB2754_MARKER: Z = SEE DESCRIPTION
 MB2754_SETTING: 0 = UNSPECIFIED SETTING
 MB2754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2754
 MB2754  HISTORY     - Date     Condition        Report By
 MB2754  HISTORY     - 1977     MONUMENTED       NGS
 MB2754
 MB2754                          STATION DESCRIPTION
 MB2754
 MB2754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2754'THE STATION IS THE LIGHT TOP CENTER OF THE HUDSON GENERAL
 MB2754'MOTORS TEREX DIVISION WATER TANK.  THE TANK HAS A CYLINDRICAL
 MB2754'BODY WITH A DOME TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY
 MB2754'EIGHT TUBULAR LEGS.  IT IS GRAY IN COLOR AND APPROXIMATELY
 MB2754'150 FEET HIGH.
 MB2754'
 MB2754'IT IS LOCATED ABOUT 2.0 MILES SOUTH OF THE CENTER OF HUDSON,
 MB2754'0.2 MILE EAST OF STATE HIGHWAY 91 AND AT THE SOUTH EDGE OF THE
 MB2754'PLANT COMPLEX.
 MB2754'
 MB2754'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2755 ***********************************************************************
 MB2755  DESIGNATION -  HUDSON NE MUN TANK
 MB2755  PID         -  MB2755
 MB2755  STATE/COUNTY-  OH/SUMMIT
 MB2755  USGS QUAD   -  HUDSON (1984)
 MB2755
 MB2755                         *CURRENT SURVEY CONTROL
 MB2755  ___________________________________________________________________
 MB2755* NAD 83(1995)-  41 14 51.59585(N)    081 26 09.19954(W)     ADJUSTED  
 MB2755* NAVD 88     -                                                        
 MB2755  ___________________________________________________________________
 MB2755  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 MB2755  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB2755
 MB2755  HORZ ORDER  -  THIRD
 MB2755
 MB2755.The horizontal coordinates were established by classical geodetic methods
 MB2755.and adjusted by the National Geodetic Survey in April 1998..
 MB2755
 MB2755
 MB2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2755
 MB2755.The geoid height was determined by GEOID03.
 MB2755
 MB2755;                    North         East     Units Scale Factor Converg.
 MB2755;SPC OH N     -   176,108.353   689,186.029   MT  0.99994406   +0 41 56.6
 MB2755;UTM  17      - 4,566,342.470   463,478.606   MT  0.99961641   -0 17 14.6
 MB2755
 MB2755                          SUPERSEDED SURVEY CONTROL
 MB2755
 MB2755  NAD 83(1986)-  41 14 51.60599(N)    081 26 09.20047(W) AD(       ) 4
 MB2755  NAD 27      -  41 14 51.40389(N)    081 26 09.80920(W) AD(       ) 3
 MB2755
 MB2755.Superseded values are not recommended for survey control.
 MB2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2755.See file dsdata.txt to determine how the superseded data were derived.
 MB2755
 MB2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6347966342(NAD 83)
 MB2755_MARKER: Z = SEE DESCRIPTION
 MB2755_SETTING: 0 = UNSPECIFIED SETTING
 MB2755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2755
 MB2755  HISTORY     - Date     Condition        Report By
 MB2755  HISTORY     - 1977     MONUMENTED       NGS
 MB2755  HISTORY     - 20051218 MARK NOT FOUND   GEOCAC
 MB2755
 MB2755                          STATION DESCRIPTION
 MB2755
 MB2755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2755'THE STATION IS THE BALL TOP CENTER OF THE HUDSON NORTHEAST
 MB2755'MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH
 MB2755'A CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR
 MB2755'STEEL I-BEAM LEGS.  IT IS GRAY IN COLOR AND APPROXIMATELY
 MB2755'120 FEET HIGH.
 MB2755'
 MB2755'IT IS LOCATED IN THE NORTHEAST SECTION OF HUDSON, ABOUT 0.5
 MB2755'MILE NORTH-NORTHEAST OF THE CENTER OF TOWN, 0.2 MILE EAST OF
 MB2755'STATE HIGHWAY 91, AND 100 FEET SOUTHEAST OF THE ADMINISTRATION
 MB2755'BUILDING OF WESTERN RESERVE ACADEMY.
 MB2755'
 MB2755'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 MB2755
 MB2755                          STATION RECOVERY (2005)
 MB2755
 MB2755'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 MB2755'THE TANK HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2759 ***********************************************************************
 MB2759  DESIGNATION -  HUDSON SW MUN TANK
 MB2759  PID         -  MB2759
 MB2759  STATE/COUNTY-  OH/SUMMIT
 MB2759  USGS QUAD   -  HUDSON (1984)
 MB2759
 MB2759                         *CURRENT SURVEY CONTROL
 MB2759  ___________________________________________________________________
 MB2759* NAD 83(1995)-  41 14 10.86302(N)    081 26 54.60225(W)     ADJUSTED  
 MB2759* NAVD 88     -                                                        
 MB2759  ___________________________________________________________________
 MB2759  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 MB2759  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB2759
 MB2759  HORZ ORDER  -  THIRD
 MB2759
 MB2759.The horizontal coordinates were established by classical geodetic methods
 MB2759.and adjusted by the National Geodetic Survey in April 1998..
 MB2759
 MB2759
 MB2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2759
 MB2759.The geoid height was determined by GEOID03.
 MB2759
 MB2759;                    North         East     Units Scale Factor Converg.
 MB2759;SPC OH N     -   174,839.103   688,144.195   MT  0.99994346   +0 41 26.8
 MB2759;UTM  17      - 4,565,091.753   462,415.423   MT  0.99961738   -0 17 44.3
 MB2759
 MB2759                          SUPERSEDED SURVEY CONTROL
 MB2759
 MB2759  NAD 83(1986)-  41 14 10.87332(N)    081 26 54.60349(W) AD(       ) 4
 MB2759  NAD 27      -  41 14 10.66942(N)    081 26 55.20987(W) AD(       ) 3
 MB2759
 MB2759.Superseded values are not recommended for survey control.
 MB2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2759.See file dsdata.txt to determine how the superseded data were derived.
 MB2759
 MB2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF6241565092(NAD 83)
 MB2759_MARKER: Z = SEE DESCRIPTION
 MB2759_SETTING: 0 = UNSPECIFIED SETTING
 MB2759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB2759+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 MB2759
 MB2759  HISTORY     - Date     Condition        Report By
 MB2759  HISTORY     - 1977     MONUMENTED       NGS
 MB2759  HISTORY     - 20060608 GOOD             GEOCAC
 MB2759
 MB2759                          STATION DESCRIPTION
 MB2759
 MB2759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2759'THE STATION IS THE APEX OF VENT ATOP THE HUDSON SOUTHWEST
 MB2759'MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A
 MB2759'DOME TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY EIGHT TUBULAR
 MB2759'LEGS.  IT IS GRAY IN COLOR AND APPROXIMATELY 150 FEET HIGH.
 MB2759'
 MB2759'IT IS LOCATED IN THE SOUTHWEST SECTION OF HUDSON, ABOUT 0.5
 MB2759'MILE SOUTHWEST OF THE CENTER OF TOWN, 0.4 MILE WEST OF STATE
 MB2759'HIGHWAY 91, 0.25 MILE SOUTH OF STATE HIGHWAY 303, AND 200 FEET
 MB2759'EAST OF TRUMBULL DRIVE.
 MB2759'
 MB2759'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
 MB2759
 MB2759                          STATION RECOVERY (2006)
 MB2759
 MB2759'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB2759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2921 ***********************************************************************
 JZ2921  DESIGNATION -  HUFFMAN
 JZ2921  PID         -  JZ2921
 JZ2921  STATE/COUNTY-  OH/MONTGOMERY
 JZ2921  USGS QUAD   -  DAYTON NORTH (1996)
 JZ2921
 JZ2921                         *CURRENT SURVEY CONTROL
 JZ2921  ___________________________________________________________________
 JZ2921* NAD 83(1995)-  39 45 38.00122(N)    084 08 15.54079(W)     ADJUSTED  
 JZ2921* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 JZ2921  ___________________________________________________________________
 JZ2921  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 JZ2921  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JZ2921
 JZ2921  HORZ ORDER  -  SECOND
 JZ2921
 JZ2921.The horizontal coordinates were established by classical geodetic methods
 JZ2921.and adjusted by the National Geodetic Survey in April 1998..
 JZ2921
 JZ2921.The orthometric height was scaled from a topographic map.
 JZ2921
 JZ2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2921
 JZ2921.The geoid height was determined by GEOID03.
 JZ2921
 JZ2921;                    North         East     Units Scale Factor Converg.
 JZ2921;SPC OH S     -   196,720.017   459,681.168   MT  0.99995742   -1 02 20.8
 JZ2921;UTM  16      - 4,405,100.888   745,199.336   MT  1.00034025   +1 49 53.8
 JZ2921
 JZ2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2921!SPC OH S     -   0.99996004  x   0.99995742  =   0.99991746
 JZ2921!UTM  16      -   0.99996004  x   1.00034025  =   1.00030028
 JZ2921
 JZ2921                          SUPERSEDED SURVEY CONTROL
 JZ2921
 JZ2921  NAD 83(1986)-  39 45 38.00976(N)    084 08 15.54741(W) AD(       ) 2
 JZ2921  NAD 27      -  39 45 37.80700(N)    084 08 15.76700(W) AD(       ) 2
 JZ2921
 JZ2921.Superseded values are not recommended for survey control.
 JZ2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2921.See file dsdata.txt to determine how the superseded data were derived.
 JZ2921
 JZ2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4519905101(NAD 83)
 JZ2921_MARKER: DD = SURVEY DISK
 JZ2921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ2921_MARK LOGO: OH2090
 JZ2921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ2921+STABILITY: SURFACE MOTION
 JZ2921
 JZ2921  HISTORY     - Date     Condition        Report By
 JZ2921  HISTORY     - 1938     MONUMENTED       OH2090
 JZ2921  HISTORY     - 1967     GOOD             OH2090
 JZ2921  HISTORY     - 19970908 MARK NOT FOUND   USPSQD
 JZ2921
 JZ2921                          STATION DESCRIPTION
 JZ2921
 JZ2921'DESCRIBED BY CITY OF DAYTON OHIO 1938 (APR)
 JZ2921'THERE IS NO ORIGINAL DESCRIPTION IN OFFICE OF COAST AND GEODETIC
 JZ2921'SURVEY.  STATION WAS RECOVERED IN GOOD CONDITION.  STATION IS A
 JZ2921'BRONZE DISK SET IN A 6-INCH CYLINDRICAL CONCRETE POST WITH AN
 JZ2921'INSCRIBED TRIANGLE IN A CIRCLE.  POST PROJECTS 2 INCHES ABOVE
 JZ2921'THE SURFACE OF THE GROUND.  THE STATION IS ON A HIGH KNOLL ON THE
 JZ2921'CORPORATION LINE OF THE CITY OF DAYTON ABOUT 3 MILES E OF THE
 JZ2921'CENTER OF TOWN, AT THE INTERSECTION OF BURKHART AVE. AND SPRINGVILLE
 JZ2921'ROAD, 8 FEET W OF OF A HIGH MUNICIPAL STANDPIPE.
 JZ2921'
 JZ2921'TO REACH FROM THE CENTER OF DAYTON, GO EASTWARD ON E. 3RD ST. FOR
 JZ2921'APPROXIMATELY 3 MILES TO CORPORATION LIMITS AND SMITHVILLE
 JZ2921'ROAD, HERE TURN R, S, AND GO 0.4 MILE TO THE INTERSECTION OF BURKHART
 JZ2921'AVE. AND STATION ON L.
 JZ2921
 JZ2921                          STATION RECOVERY (1967)
 JZ2921
 JZ2921'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ2921'STATION RECOVERED GOOD.
 JZ2921'
 JZ2921'STATION IS NAMED HUFFMAN IT IS A CITY OF DAYTON TRIANGULATION
 JZ2921'STATION.
 JZ2921
 JZ2921                          STATION RECOVERY (1997)
 JZ2921
 JZ2921'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ2921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2922 ***********************************************************************
 JZ2922  DESIGNATION -  HUFFMAN ECC
 JZ2922  PID         -  JZ2922
 JZ2922  STATE/COUNTY-  OH/MONTGOMERY
 JZ2922  USGS QUAD   -  DAYTON NORTH (1996)
 JZ2922
 JZ2922                         *CURRENT SURVEY CONTROL
 JZ2922  ___________________________________________________________________
 JZ2922* NAD 83(1995)-  39 45 37.98468(N)    084 08 15.68575(W)     ADJUSTED  
 JZ2922* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 JZ2922  ___________________________________________________________________
 JZ2922  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 JZ2922  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JZ2922
 JZ2922  HORZ ORDER  -  SECOND
 JZ2922
 JZ2922.The horizontal coordinates were established by classical geodetic methods
 JZ2922.and adjusted by the National Geodetic Survey in April 1998..
 JZ2922
 JZ2922.The orthometric height was scaled from a topographic map.
 JZ2922
 JZ2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ2922
 JZ2922.The geoid height was determined by GEOID03.
 JZ2922
 JZ2922;                    North         East     Units Scale Factor Converg.
 JZ2922;SPC OH S     -   196,719.569   459,677.709   MT  0.99995741   -1 02 20.9
 JZ2922;UTM  16      - 4,405,100.267   745,195.902   MT  1.00034023   +1 49 53.7
 JZ2922
 JZ2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ2922!SPC OH S     -   0.99996004  x   0.99995741  =   0.99991745
 JZ2922!UTM  16      -   0.99996004  x   1.00034023  =   1.00030026
 JZ2922
 JZ2922|---------------------------------------------------------------------|
 JZ2922| PID    Reference Object                     Distance      Geod. Az  |
 JZ2922|                                                           dddmmss.s |
 JZ2922| CC9377 HUFFMAN ECC RM 2                     26.392 METERS 03749     |
 JZ2922| JZ2921 HUFFMAN                               3.488 METERS 08135     |
 JZ2922| CC9376 HUFFMAN ECC RM 1                     15.375 METERS 11617     |
 JZ2922| JZ2954 OAKWOOD STANDPIPE FINIAL            APPROX. 6.6 KM 2090555.6 |
 JZ2922| CC9375 HUFFMAN ECC AZ MK                                  3514912.2 |
 JZ2922| JZ2925 RADIO TOWER RED FLASHING LIGHT      APPROX. 4.5 KM 3574819.9 |
 JZ2922|---------------------------------------------------------------------|
 JZ2922
 JZ2922                          SUPERSEDED SURVEY CONTROL
 JZ2922
 JZ2922  NAD 83(1986)-  39 45 37.99323(N)    084 08 15.69238(W) AD(       ) 2
 JZ2922  NAD 27      -  39 45 37.79000(N)    084 08 15.91200(W) AD(       ) 2
 JZ2922
 JZ2922.Superseded values are not recommended for survey control.
 JZ2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2922.See file dsdata.txt to determine how the superseded data were derived.
 JZ2922
 JZ2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4519605100(NAD 83)
 JZ2922_MARKER: DS = TRIANGULATION STATION DISK
 JZ2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ2922
 JZ2922  HISTORY     - Date     Condition        Report By
 JZ2922  HISTORY     - 1938     MONUMENTED       CGS
 JZ2922  HISTORY     - 1939     GOOD             CGS
 JZ2922  HISTORY     - 1961     GOOD             CGS
 JZ2922  HISTORY     - 1967     GOOD             OH2090
 JZ2922  HISTORY     - 19970908 GOOD             USPSQD
 JZ2922
 JZ2922                          STATION DESCRIPTION
 JZ2922
 JZ2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 JZ2922'THE STATION IS ON A HIGH KNOLL ON THE CORPORATION LINE OF THE CITY OF
 JZ2922'DAYTON ABOUT 3 MILES E OF THE CENTER OF TOWN, AT THE INTERSECTION
 JZ2922'OF BURKHART AVE. AND SPRINGVILLE ROAD, 17 FEET W OF A HIGH MUNICIPAL
 JZ2922'STANDPIPE, MARK IS A STANDARD BRONZE DISK SET IN A 12- BY
 JZ2922'12-INCH BLOCK OF CONCRETE PROJECTING 12
 JZ2922'INCHES ABOVE THE SURFACE OF THE GROUND, AND IS STAMPED HUFFMAN
 JZ2922'ECC 1938.
 JZ2922'
 JZ2922'UNDERGROUND, REFERENCE NO. 1, REFERENCE NO. 2 AND AZIMUTH MARKS ARE
 JZ2922'STANDARD BRONZE DISKS IN CONCRETE.
 JZ2922'
 JZ2922'REFERENCE MARK NO. 1 IS SET IN TOP OF A SQUARE CONCRETE CULVERT E OF
 JZ2922'THE STATION AND IS STAMPED HUFFMAN ECC NO. 1 1938.  REFERENCE MARK
 JZ2922'NO. 2 IS SET IN A 12-BY 12-INCH CONCRETE BLOCK, PROJECTS 6 INCHES
 JZ2922'ABOVE THE SURFACE OF THE GROUND N OF THE STATION AND IS STAMPED
 JZ2922'HUFFMAN ECC NO. 2 1938.
 JZ2922'
 JZ2922'AZIMUTH MARK IS SET IN A 12- BY 12-INCH CONCRETE BLOCK PROJECTING 6
 JZ2922'INCHES ABOVE THE SURFACE OF THE GROUND NW OF THE STATION 0.2 MILE
 JZ2922'AND 25 FEET W OF THE SMITHVILLE ROAD ON A HIGH BANK, 81 FEET WNW OF
 JZ2922'THE INTERSECTION OF MENYDOL AVE.  AND SMITHVILLE ROAD.
 JZ2922'
 JZ2922'TO REACH STATION FROM THE CENTER OF DAYTON, GO EASTWARD ON E. 3RD ST.
 JZ2922'FOR APPROXIMATELY 3 MILES TO CORPORATION LIMITS AND SMITHVILLE
 JZ2922'ROAD, HERE TURN R, S, AND GO 0.4 MILE TO THE INTERSECTION OF BURKHART
 JZ2922'AVE. AND STATION ON L ALONGSIDE OF MUNICIPAL STANDPIPE.
 JZ2922'
 JZ2922'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 JZ2922
 JZ2922                          STATION RECOVERY (1939)
 JZ2922
 JZ2922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 JZ2922'LETTER OF LT. A.P. RATTI, FROM RUSHVILLE, INDIANA, DATED JUNE 1,
 JZ2922'1939- IN COMPLIANCE WITH THE DIRECTORS INSTRUCTION OF APRIL 26,
 JZ2922'1939, THE AZIMUTH MARK AT STATION HUFFMAN WAS DESTROYED.  NO OTHER
 JZ2922'AZIMUTH MARK WAS ESTABLISHED AS STATION OAKWOOD IS VISIBLE FROM THE
 JZ2922'GROUND AND CAN SERVE AS AN AZIMUTH MARK.
 JZ2922
 JZ2922                          STATION RECOVERY (1961)
 JZ2922
 JZ2922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WL)
 JZ2922'STATION WAS FOUND IN GOOD CONDITION.  DESCRIPTION SHOULD READ,
 JZ2922'SMITHVILLE ROAD INSTEAD OF SPRINGVILLE ROAD.
 JZ2922'
 JZ2922'NO AZIMUTH MARK WAS FOUND.
 JZ2922
 JZ2922                          STATION RECOVERY (1967)
 JZ2922
 JZ2922'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (TAM)
 JZ2922'HUFFMAN ECC 1938 RECOVERED GOOD.
 JZ2922'
 JZ2922'ALSO FOUND REF MKS. NO. 1 AND 2 IN GOOD CONDITION AND STATION.
 JZ2922
 JZ2922                          STATION RECOVERY (1997)
 JZ2922
 JZ2922'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ2922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3205 ***********************************************************************
 JZ3205  DESIGNATION -  HUGHES
 JZ3205  PID         -  JZ3205
 JZ3205  STATE/COUNTY-  OH/HAMILTON
 JZ3205  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3205
 JZ3205                         *CURRENT SURVEY CONTROL
 JZ3205  ___________________________________________________________________
 JZ3205* NAD 83(1995)-  39 07 42.90074(N)    084 31 16.60754(W)     ADJUSTED  
 JZ3205* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 JZ3205  ___________________________________________________________________
 JZ3205  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 JZ3205  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3205
 JZ3205  HORZ ORDER  -  FIRST
 JZ3205
 JZ3205.The horizontal coordinates were established by classical geodetic methods
 JZ3205.and adjusted by the National Geodetic Survey in April 1998..
 JZ3205
 JZ3205.The orthometric height was scaled from a topographic map.
 JZ3205
 JZ3205.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3205
 JZ3205.The geoid height was determined by GEOID03.
 JZ3205
 JZ3205;                    North         East     Units Scale Factor Converg.
 JZ3205;SPC OH S     -   127,243.569   425,245.217   MT  0.99994582   -1 16 57.1
 JZ3205;SPC KY1Z     - 1,310,950.495 1,606,258.932   MT  1.00014415   +0 45 15.8
 JZ3205;SPC KY1Z     - 4,301,010.08  5,269,867.85   sFT  1.00014415   +0 45 15.8
 JZ3205;SPC KY N     -   180,811.143   476,541.956   MT  1.00002863   -0 10 07.5
 JZ3205;SPC KY N     -   593,211.22  1,563,454.73   sFT  1.00002863   -0 10 07.5
 JZ3205;UTM  16      - 4,333,971.576   714,261.446   MT  1.00016530   +1 33 53.4
 JZ3205
 JZ3205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3205!SPC OH S     -   0.99996427  x   0.99994582  =   0.99991009
 JZ3205!SPC KY1Z     -   0.99996427  x   1.00014415  =   1.00010841
 JZ3205!SPC KY N     -   0.99996427  x   1.00002863  =   0.99999290
 JZ3205!UTM  16      -   0.99996427  x   1.00016530  =   1.00012956
 JZ3205
 JZ3205:                Primary Azimuth Mark                     Grid Az
 JZ3205:SPC OH S     -  HUGHES GROUND AZ MK                      009 53 59.9
 JZ3205:SPC KY1Z     -  HUGHES GROUND AZ MK                      007 51 47.0
 JZ3205:SPC KY N     -  HUGHES GROUND AZ MK                      008 47 10.3
 JZ3205:UTM  16      -  HUGHES GROUND AZ MK                      007 03 09.4
 JZ3205
 JZ3205|---------------------------------------------------------------------|
 JZ3205| PID    Reference Object                     Distance      Geod. Az  |
 JZ3205|                                                           dddmmss.s |
 JZ3205| JZ3190 HUGHES GROUND AZ MK                 499.973 METERS 0083702.8 |
 JZ3205| CC9380 HUGHES RM 3                          11.003 METERS 01207     |
 JZ3205| CC9378 HUGHES RM 1                          12.030 METERS 29823     |
 JZ3205| CC9379 HUGHES RM 2                          13.408 METERS 32854     |
 JZ3205|---------------------------------------------------------------------|
 JZ3205
 JZ3205                          SUPERSEDED SURVEY CONTROL
 JZ3205
 JZ3205  NAD 83(1995)-  39 07 42.90684(N)    084 31 16.61477(W) AD(       ) 1
 JZ3205  NAD 83(1986)-  39 07 42.90471(N)    084 31 16.61799(W) AD(       ) 1
 JZ3205  NAD 27      -  39 07 42.68900(N)    084 31 16.82200(W) AD(       ) 1
 JZ3205
 JZ3205.Superseded values are not recommended for survey control.
 JZ3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3205.See file dsdata.txt to determine how the superseded data were derived.
 JZ3205
 JZ3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1426133972(NAD 83)
 JZ3205_MARKER: X = CHISELED CROSS
 JZ3205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3205
 JZ3205  HISTORY     - Date     Condition        Report By
 JZ3205  HISTORY     - 1947     MONUMENTED       CGS
 JZ3205  HISTORY     - 1959     SEE DESCRIPTION  THOMAS
 JZ3205  HISTORY     - 1975     SEE DESCRIPTION  NGS
 JZ3205
 JZ3205                          STATION DESCRIPTION
 JZ3205
 JZ3205'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3205'STATION IS LOCATED IN THE SOUTHEAST CORNER ON TOP OF THE ROOF OF
 JZ3205'HUGHES HIGH SCHOOL WHICH IS IN THE NORTHWEST ANGLE OF THE
 JZ3205'INTERSECTION OF MCMILLAN ST. AND CLIFTON AVENUE IN THE CENTER OF THE
 JZ3205'CITY OF CINCINNATI. THE STATION MARK WHICH IS A LAG SCREW
 JZ3205'WITH A CROSS CHISELED IN THE TOP OF IT, IS 25.5 FEET EAST OF THE
 JZ3205'ENTRANCE TO THE ROOF, 7.33 FEET 2.228 METERS WEST OF A TACK
 JZ3205'SURROUNDED BY LEAD IN THE EAST WALL AND 3.5 FEET NORTH OF THE SOUTH
 JZ3205'WALL. THE LAG SCREW IS FLUSH WITH THE ROOF AND THE HEAD OF IT IS
 JZ3205'ABOUT 1 INCH SQUARE.
 JZ3205'
 JZ3205'REFERENCE MARK NO. 1 IS 39.47 FEET WEST-NORTHWEST OF THE STATION IN
 JZ3205'THE WEST WALL OF THE ROOF. THE MARK IS BRONZE DISK OF THE TOPO
 JZ3205'SURVEY-CITY OF CINCINNATI-1912.
 JZ3205'
 JZ3205'REFERENCE MARK NO. 2 IS 43.99 FEET NORTHWEST OF THE STATION IN THE
 JZ3205'NORTH WALL OF THE ROOF. THE MARK IS A BRONZE DISK OF THE TOPO
 JZ3205'SURVEY-CITY OF CINCINNATI-1912.
 JZ3205'
 JZ3205'REFERENCE MARK NO. 3 IS 36.10 FEET NORTH-NORTHEAST OF THE STATION IN
 JZ3205'THE NORTH WALL. THE MARK IS A TACK SURROUNDED BY LEAD.
 JZ3205'
 JZ3205'HUGHES 1912 IS 30.98 FEET, (9.4425 METERS), WEST-NORTHWEST OF THE
 JZ3205'STATION. THE MARK IS A NAIL IN THE ROOF.
 JZ3205'
 JZ3205'HUGHES GROUND (STATION) IS 62.7828 METERS EAST-NORTHEAST OF THE
 JZ3205'STATION, 69 FEET NORTH OF THE CENTERLINE OF CALHOUN
 JZ3205'ST., 5.7 FEET SOUTH-SOUTHEAST OF LIGHT POST AND 4.2 FEET EAST OF THE
 JZ3205'EAST CURB OF CLIFTON AVENUE. THE MARK IS FLUSH WITH
 JZ3205'THE GROUND AND THE DISK IS STAMPED HUGHES GROUND 1947.
 JZ3205'
 JZ3205'HUGHES GROUND (AZIMUTH) IS 0.3 MILE NORTH OF HUGHES GROUND (STATION),
 JZ3205'FEET NORTH OF THE CENTERLINE OF JOSELIN AVE., 12 FEET SOUTH OF
 JZ3205'FIRE PLUG, 3.3 FEET EAST OF EAST EDGE OF SIDEWALK AND 1.3 FEET WEST
 JZ3205'OF THE WEST CURB OF CLIFTON AVE.  THE MARK IS FLUSH
 JZ3205'WITH THE GROUND AND THE DISK IS STAMPED HUGHES GROUND 1947.
 JZ3205'
 JZ3205'STATION MAY BE REACHED BY LOCAL DIRECTIONS WITHOUT DIFFICULTY OR BY
 JZ3205'CONTACTING THE CITY ENGINEERS OFFICE, CINCINNATI.
 JZ3205'
 JZ3205'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 JZ3205
 JZ3205                          STATION RECOVERY (1959)
 JZ3205
 JZ3205'RECOVERY NOTE BY THOMAS ENG AND SURV 1959 (LEW)
 JZ3205'STATION HUGHES COVERED BY TAR AND GRAVEL ROOF.
 JZ3205'
 JZ3205'HUGHES RM 1 AND RM 2 UNDISTURBED, RM 3 COVERED BY TAR AND GRAVEL ROOF.
 JZ3205'
 JZ3205'PREPARED BY THE THOMAS ENGR. AND SURV. CO. FROM INFORMATION SUPPLIED
 JZ3205'BY L.E. WILCOX.
 JZ3205
 JZ3205                          STATION RECOVERY (1975)
 JZ3205
 JZ3205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JZ3205'THE LAG SCREW WHICH WAS THE STATION MARK WAS FOUND IN GOOD
 JZ3205'CONDITION, BUT COVERED BY TAR AND GRAVEL.  A NEW DISK STAMPED HUGHES
 JZ3205'1947 1975 WAS SET HOLDING THE POINT.  THE DISK WAS SET INSIDE A
 JZ3205'PLASTIC SEWER PIPE WITH A SCREW CAP.  THE DESCRIPTION IS GOOD WITH
 JZ3205'THE BELOW.
 JZ3205'
 JZ3205'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 39.44 FEET, THE
 JZ3205'DISTANCE TO REFERENCE MARK 2 CHECKED AS DID THE DISTANCE TO
 JZ3205'REFERENCE MARK 3.  THE STATION IS 4.03 FEET WEST OF THE TACK IN THE
 JZ3205'EAST WALL RATHER THAN 7.33 FEET, AND 4.2 FEET NORTH OF THE FACE OF
 JZ3205'THE SOUTH WALL INSTEAD OF 3.5 FEET.
 JZ3205'
 JZ3205'HUGHES 1912 WAS NOT SEARCHED FOR NOR WAS HUGHES GROUND NOR HUGHES
 JZ3205'GROUND (AZIMUTH MARK).
 JZ3205'
 JZ3205'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CINCINNATI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3190 ***********************************************************************
 JZ3190  DESIGNATION -  HUGHES GROUND AZ MK
 JZ3190  PID         -  JZ3190
 JZ3190  STATE/COUNTY-  OH/HAMILTON
 JZ3190  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3190
 JZ3190                         *CURRENT SURVEY CONTROL
 JZ3190  ___________________________________________________________________
 JZ3190* NAD 83(1995)-  39 07 58.93042(N)    084 31 13.48843(W)     ADJUSTED  
 JZ3190* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 JZ3190  ___________________________________________________________________
 JZ3190  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JZ3190  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3190
 JZ3190  HORZ ORDER  -  SECOND
 JZ3190
 JZ3190.The horizontal coordinates were established by classical geodetic methods
 JZ3190.and adjusted by the National Geodetic Survey in April 1998..
 JZ3190
 JZ3190.The orthometric height was scaled from a topographic map.
 JZ3190
 JZ3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3190
 JZ3190.The geoid height was determined by GEOID03.
 JZ3190
 JZ3190;                    North         East     Units Scale Factor Converg.
 JZ3190;SPC OH S     -   127,736.071   425,331.172   MT  0.99994548   -1 16 55.2
 JZ3190;SPC KY1Z     - 1,311,445.839 1,606,327.341   MT  1.00014586   +0 45 17.7
 JZ3190;SPC KY1Z     - 4,302,635.22  5,270,092.28   sFT  1.00014586   +0 45 17.7
 JZ3190;SPC KY N     -   181,305.263   476,618.328   MT  1.00002953   -0 10 05.6
 JZ3190;SPC KY N     -   594,832.35  1,563,705.30   sFT  1.00002953   -0 10 05.6
 JZ3190;UTM  16      - 4,334,467.849   714,322.843   MT  1.00016563   +1 33 55.9
 JZ3190
 JZ3190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3190!SPC OH S     -   0.99996458  x   0.99994548  =   0.99991006
 JZ3190!SPC KY1Z     -   0.99996458  x   1.00014586  =   1.00011044
 JZ3190!SPC KY N     -   0.99996458  x   1.00002953  =   0.99999411
 JZ3190!UTM  16      -   0.99996458  x   1.00016563  =   1.00013021
 JZ3190
 JZ3190:                Primary Azimuth Mark                     Grid Az
 JZ3190:SPC OH S     -  HUGHES GROUND                            183 09 44.9
 JZ3190:SPC KY1Z     -  HUGHES GROUND                            181 07 32.0
 JZ3190:SPC KY N     -  HUGHES GROUND                            182 02 55.3
 JZ3190:UTM  16      -  HUGHES GROUND                            180 18 53.8
 JZ3190
 JZ3190|---------------------------------------------------------------------|
 JZ3190| PID    Reference Object                     Distance      Geod. Az  |
 JZ3190|                                                           dddmmss.s |
 JZ3190| JZ3189 HUGHES GROUND                       474.142 METERS 1815249.7 |
 JZ3190| JZ3205 HUGHES                              499.973 METERS 1883704.7 |
 JZ3190|---------------------------------------------------------------------|
 JZ3190
 JZ3190                          SUPERSEDED SURVEY CONTROL
 JZ3190
 JZ3190  NAD 83(1995)-  39 07 58.93653(N)    084 31 13.49567(W) AD(       ) 2
 JZ3190  NAD 83(1986)-  39 07 58.93432(N)    084 31 13.49890(W) AD(       ) 2
 JZ3190  NAD 27      -  39 07 58.71900(N)    084 31 13.70300(W) AD(       ) 2
 JZ3190
 JZ3190.Superseded values are not recommended for survey control.
 JZ3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3190.See file dsdata.txt to determine how the superseded data were derived.
 JZ3190
 JZ3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1432334468(NAD 83)
 JZ3190_MARKER: DD = SURVEY DISK
 JZ3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3190_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JZ3190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3190+STABILITY: SURFACE MOTION
 JZ3190
 JZ3190  HISTORY     - Date     Condition        Report By
 JZ3190  HISTORY     - 1947     MONUMENTED       CGS
 JZ3190
 JZ3190                          STATION DESCRIPTION
 JZ3190
 JZ3190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ3190'HUGHES GROUND (AZIMUTH) IS 0.3 MILE NORTH OF HUGHES GROUND (STATION),
 JZ3190'FEET NORTH OF THE CENTERLINE OF JOSELIN AVE., 12 FEET SOUTH OF
 JZ3190'FIRE PLUG, 3.3 FEET EAST OF EAST EDGE OF SIDEWALK AND 1.3 FEET WEST
 JZ3190'OF THE WEST CURB OF CLIFTON AVE.  THE MARK IS FLUSH
 JZ3190'WITH THE GROUND AND THE DISK IS STAMPED HUGHES GROUND 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3206 ***********************************************************************
 JZ3206  DESIGNATION -  HUGHES HIGH SCHOOL
 JZ3206  PID         -  JZ3206
 JZ3206  STATE/COUNTY-  OH/HAMILTON
 JZ3206  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ3206
 JZ3206                         *CURRENT SURVEY CONTROL
 JZ3206  ___________________________________________________________________
 JZ3206* NAD 83(1995)-  39 07 43.11458(N)    084 31 16.88894(W)     ADJUSTED  
 JZ3206* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 JZ3206  ___________________________________________________________________
 JZ3206  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 JZ3206  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ3206
 JZ3206  HORZ ORDER  -  SECOND
 JZ3206
 JZ3206.The horizontal coordinates were established by classical geodetic methods
 JZ3206.and adjusted by the National Geodetic Survey in April 1998..
 JZ3206
 JZ3206.The orthometric height was scaled from a topographic map.
 JZ3206
 JZ3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3206
 JZ3206.The geoid height was determined by GEOID03.
 JZ3206
 JZ3206;                    North         East     Units Scale Factor Converg.
 JZ3206;SPC OH S     -   127,250.313   425,238.607   MT  0.99994581   -1 16 57.3
 JZ3206;UTM  16      - 4,333,977.985   714,254.509   MT  1.00016527   +1 33 53.2
 JZ3206
 JZ3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3206!SPC OH S     -   0.99996458  x   0.99994581  =   0.99991039
 JZ3206!UTM  16      -   0.99996458  x   1.00016527  =   1.00012985
 JZ3206
 JZ3206                          SUPERSEDED SURVEY CONTROL
 JZ3206
 JZ3206  NAD 83(1995)-  39 07 43.12068(N)    084 31 16.89616(W) AD(       ) 2
 JZ3206  NAD 83(1986)-  39 07 43.11855(N)    084 31 16.89939(W) AD(       ) 2
 JZ3206  NAD 27      -  39 07 42.90300(N)    084 31 17.10300(W) AD(       ) 2
 JZ3206
 JZ3206.Superseded values are not recommended for survey control.
 JZ3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3206.See file dsdata.txt to determine how the superseded data were derived.
 JZ3206
 JZ3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1425533978(NAD 83)
 JZ3206_MARKER: S = SPIKE
 JZ3206_SETTING: 0 = UNSPECIFIED SETTING
 JZ3206_MARK LOGO: OH1610
 JZ3206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ3206
 JZ3206  HISTORY     - Date     Condition        Report By
 JZ3206  HISTORY     - 1912     MONUMENTED       CGS
 JZ3206  HISTORY     - 1947     GOOD             CGS
 JZ3206
 JZ3206                          STATION DESCRIPTION
 JZ3206
 JZ3206'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 JZ3206'ON THE TAR AND GRAVEL ROOF OF THE HIGH TOWER ON HUGHES HIGH SCHOOL,
 JZ3206'ON THE WEST SIDE OF CLIFTON AVENUE, OPPOSITE CALHOUN STREET.
 JZ3206'CENTER IS MARKED IN (TEMPORARY MANNER) BY A SPIKE DRIVEN IN THE ROOF,
 JZ3206'AND IS REFERENCED IN PERMANENT MANNER BY TWO BRONZE DISKS SET,
 JZ3206'ONE IN THE NORTH AND THE OTHER IN THE WEST PARAPET WALL. FROM THE
 JZ3206'CENTER TO THE DISK IN THE NORTH WALL IS 16.03 FEET, AND TO THE
 JZ3206'DISK IN THE WEST WALL IS 12.86 FEET. THESE DISKS ARE OF BRONZE, 3-3/4
 JZ3206'INCHES ACROSS, AND BEAR THE INSCRIPTION CITY OF
 JZ3206'CINCINNATI--TOPOGRAPHIC SURVEY OF 1912. IN THE CENTER OF EACH DISK IS
 JZ3206'A TRIANGLE AND A CROSS CUT WITH A CHISEL INDICATES THE EXACT POINT
 JZ3206'ON THE DISK USED.
 JZ3206
 JZ3206                          STATION RECOVERY (1947)
 JZ3206
 JZ3206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3206'STATION WAS ORIGINALLY MARKED IN A TEMPORARY MANNER AND CONSISTED OF
 JZ3206'A SPIKE DRIVEN IN THE TAR AND GRAVEL ROOF WHICH POINT WAS
 JZ3206'REFERENCED TO TWO BRONZE CITY OF CINCINNATI TOPO. SURVEY (1912) TABLET
 JZ3206'SET VERTICALLY IN PARAPET WALLS.  REMAINS OF THE ORIGINAL
 JZ3206'SPIKE WAS RECOVERED AND FOUND TO BE AT THE REQUIRED DISTANCES FROM
 JZ3206'THE REFERENCE DISKS. THIS POINT WAS CONNECTED DIRECTLY BY ANGLE
 JZ3206'AND DISTANCE FROM HUGHES 1947 WHICH IS LOCATED IN THE S.E. ANGLE OF
 JZ3206'ROOF AND IS MARKED WITH SQUARE HEADED LAG SCREW WITH PUNCH MARK IN
 JZ3206'CENTER AND SCREWED SECURELY IN THE WOODEN ROOF. ANGLE AND
 JZ3206'DISTANCES WERE TAKEN TO THE ORIGINAL REFERENCE TABLET FROM THE NEW
 JZ3206'STATION ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3347 ***********************************************************************
 KY3347  DESIGNATION -  HUGLE
 KY3347  PID         -  KY3347
 KY3347  STATE/COUNTY-  OH/CARROLL
 KY3347  USGS QUAD   -  MALVERN (1994)
 KY3347
 KY3347                         *CURRENT SURVEY CONTROL
 KY3347  ___________________________________________________________________
 KY3347* NAD 83(1995)-  40 43 35.04843(N)    081 07 38.39475(W)     ADJUSTED  
 KY3347* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 KY3347  ___________________________________________________________________
 KY3347  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 KY3347  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KY3347
 KY3347  HORZ ORDER  -  SECOND
 KY3347
 KY3347.The horizontal coordinates were established by classical geodetic methods
 KY3347.and adjusted by the National Geodetic Survey in April 1998..
 KY3347
 KY3347.The orthometric height was scaled from a topographic map.
 KY3347
 KY3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3347
 KY3347.The geoid height was determined by GEOID03.
 KY3347
 KY3347;                    North         East     Units Scale Factor Converg.
 KY3347;SPC OH N     -   118,591.882   715,956.127   MT  0.99995678   +0 54 06.4
 KY3347;UTM  17      - 4,508,393.645   489,247.034   MT  0.99960142   -0 04 59.1
 KY3347
 KY3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3347!SPC OH N     -   0.99995227  x   0.99995678  =   0.99990905
 KY3347!UTM  17      -   0.99995227  x   0.99960142  =   0.99955371
 KY3347
 KY3347|---------------------------------------------------------------------|
 KY3347| PID    Reference Object                     Distance      Geod. Az  |
 KY3347|                                                           dddmmss.s |
 KY3347| CD1882 HUGLE RM 1                           20.800 METERS 08045     |
 KY3347| KY3343 PEKIN                               APPROX. 1.3 KM 1412259.0 |
 KY3347| CD1883 HUGLE RM 2                           18.760 METERS 21816     |
 KY3347|---------------------------------------------------------------------|
 KY3347
 KY3347                          SUPERSEDED SURVEY CONTROL
 KY3347
 KY3347  NAD 83(1986)-  40 43 35.05227(N)    081 07 38.40005(W) AD(       ) 2
 KY3347  NAD 27      -  40 43 34.84300(N)    081 07 39.04300(W) AD(       ) 2
 KY3347
 KY3347.Superseded values are not recommended for survey control.
 KY3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3347.See file dsdata.txt to determine how the superseded data were derived.
 KY3347
 KY3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF8924708394(NAD 83)
 KY3347_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3347
 KY3347  HISTORY     - Date     Condition        Report By
 KY3347  HISTORY     - 1950     MONUMENTED       CGS
 KY3347  HISTORY     - 1969     SEE DESCRIPTION  THOMAS
 KY3347  HISTORY     - 1981     GOOD             LOCENG
 KY3347  HISTORY     - 1989     GOOD             LOCENG
 KY3347
 KY3347                          STATION DESCRIPTION
 KY3347
 KY3347'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3347'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTHWEST OF MINERVA, 0.65
 KY3347'MILE NORTH OF PEKIN AND ON A
 KY3347'PROMINENT TIMBERED RIDGE TO THE WEST OF STATE ROUTE NO. 80.  THE MARK
 KY3347'IS NEAR THE CENTER OF AN OPEN AREA
 KY3347'ON THE SUMMIT OF THE RIDGE, 25 FEET SOUTHEAST OF A 20
 KY3347'INCH OAK TREE AND 2 FEET SOUTH OF A WITNESS POST.
 KY3347'IT IS STAMPED HUGLE 1950.
 KY3347'
 KY3347'REFERENCE MARK NO. 1 IS ON THE WEST EDGE OF A BRUSHY AREA OF THE EAST
 KY3347'SLOPE OF THE RIDGE AND ABOUT 2 FEET LOWER THAN THE
 KY3347'STATION ELEVATION.  THE MARK PROJECTS 3 INCHES AND IS STAMPED HUGLE
 KY3347'NO 1 1950.
 KY3347'
 KY3347'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND JUST BEFORE THE
 KY3347'RIDGE TAKES A SERIOUS SLOPE TO
 KY3347'THE SOUTH.  IT IS AT STATION ELEVATION AND IS STAMPED HUGLE NO 1
 KY3347'1950.
 KY3347'
 KY3347'*STATION PEKIN OBSERVED AS THE AZIMUTH MARK FOR THIS STATION.  SEE
 KY3347'DESCRIPTION FOR PEKIN.
 KY3347'
 KY3347'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE NO. 80 AND
 KY3347'U.S. HIGHWAY NO. 30 IN MINERVA, GO SOUTHWEST ON ROUTE NO. 80 FOR
 KY3347'1 MILE TO STATION PEKIN ON THE LEFT, CONTINUE SOUTHWEST ON NO. 80 FOR
 KY3347'0.4 MILE TO A Y-INTERSECTION, TAKE RIGHT FORK (LEAVING HIGHWAY)
 KY3347'FOR 0.2 MILE TO A CROSSROADS AND RAILROAD TRACK, TURN RIGHT ONTO A
 KY3347'BLACKTOP ROAD THEN TAKE ALL LEFT TURNS FOR 0.8 MILE TO A
 KY3347'BIG BARN ON THE LEFT AND A DIM TRACK
 KY3347'ROAD LEADING UPGRADE TO THE SUMMIT OF THE RIDGE AND STATION MARK
 KY3347'AS DESCRIBED.
 KY3347
 KY3347                          STATION RECOVERY (1969)
 KY3347
 KY3347'RECOVERY NOTE BY THOMAS ENG AND SURV 1969 (CES)
 KY3347'HUGLE 1950 FOUND IN GOOD CONDITION.
 KY3347'
 KY3347'HUGLE NO. 1 1950 FOUND IN GOOD CONDITION.
 KY3347'
 KY3347'HUGLE NO. 2 1950 FOUND IN GOOD CONDITION.
 KY3347'
 KY3347'NO CHANGES NECESSARY.
 KY3347
 KY3347                          STATION RECOVERY (1981)
 KY3347
 KY3347'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JRS)
 KY3347'HUGLE IN GOOD COND.
 KY3347'
 KY3347'HUGLE NO. 1 IN GOOD COND.
 KY3347'
 KY3347'HUGLE NO. 2 IN GOOD COND.
 KY3347'
 KY3347'STATIONS ARE NO LONGER IN CLEARING.  NOW 2-3 INCHES WILD CHERRY TREES
 KY3347'ETC, GROWN UP.  STILL HIGH POINT.  WITNESS POST ROTTING.  SUGGEST
 KY3347'SETTING WITNESS SIGNS.
 KY3347
 KY3347                          STATION RECOVERY (1989)
 KY3347
 KY3347'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (RH)
 KY3347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1466 ***********************************************************************
 MC1466  DESIGNATION -  HULL
 MC1466  PID         -  MC1466
 MC1466  STATE/COUNTY-  OH/HENRY
 MC1466  USGS QUAD   -  MC CLURE (1971)
 MC1466
 MC1466                         *CURRENT SURVEY CONTROL
 MC1466  ___________________________________________________________________
 MC1466* NAD 83(1995)-  41 19 24.94668(N)    083 57 38.21293(W)     ADJUSTED  
 MC1466* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MC1466  ___________________________________________________________________
 MC1466  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 MC1466  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 MC1466
 MC1466  HORZ ORDER  -  THIRD
 MC1466
 MC1466.The horizontal coordinates were established by classical geodetic methods
 MC1466.and adjusted by the National Geodetic Survey in April 1998..
 MC1466
 MC1466.The orthometric height was scaled from a topographic map.
 MC1466
 MC1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1466
 MC1466.The geoid height was determined by GEOID03.
 MC1466
 MC1466;                    North         East     Units Scale Factor Converg.
 MC1466;SPC OH N     -   185,020.550   477,725.846   MT  0.99994909   -0 57 34.4
 MC1466;UTM  17      - 4,578,909.546   252,215.218   MT  1.00035568   -1 57 21.3
 MC1466;UTM  16      - 4,579,137.715   754,378.173   MT  1.00039643   +2 00 28.8
 MC1466
 MC1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1466!SPC OH N     -   0.99997296  x   0.99994909  =   0.99992205
 MC1466!UTM  17      -   0.99997296  x   1.00035568  =   1.00032863
 MC1466!UTM  16      -   0.99997296  x   1.00039643  =   1.00036938
 MC1466
 MC1466                          SUPERSEDED SURVEY CONTROL
 MC1466
 MC1466  NAD 83(1995)-  41 19 24.95498(N)    083 57 38.21741(W) AD(       ) 3
 MC1466  NAD 83(1986)-  41 19 24.95687(N)    083 57 38.22279(W) AD(       ) 3
 MC1466  NAD 27      -  41 19 24.77100(N)    083 57 38.42400(W) AD(       ) 3
 MC1466
 MC1466.Superseded values are not recommended for survey control.
 MC1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1466.See file dsdata.txt to determine how the superseded data were derived.
 MC1466
 MC1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5221578910(NAD 83)
 MC1466_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1466_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1466_STAMPING: HULL 1947
 MC1466_MARK LOGO: CGS   
 MC1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1466+STABILITY: SURFACE MOTION
 MC1466
 MC1466  HISTORY     - Date     Condition        Report By
 MC1466  HISTORY     - 1947     MONUMENTED       CGS
 MC1466  HISTORY     - 1963     GOOD             CGS
 MC1466  HISTORY     - 1965     GOOD             USE
 MC1466  HISTORY     - 1980     POOR             LOCENG
 MC1466  HISTORY     - 1984     POOR             USPSQD
 MC1466
 MC1466                          STATION DESCRIPTION
 MC1466
 MC1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC1466'THE STATION IS 1-3/4 MILES NORTH AND 1 MILE WEST OF WESTHOPE IN SEC.
 MC1466'9, RICHFIELD
 MC1466'TOWNSHIP, ON THE EDWARD E. HULL FARM ALONG THE EW FENCE WHICH
 MC1466'MARKS THE EW 1/4-MILE LAND
 MC1466'SUBDIVISION LINE.  IT IS 6.4 M. EAST OF THE
 MC1466'CENTERLINE OF THE NW SECTION ROAD.
 MC1466'
 MC1466'STATION IS 2.6 METERS E OF NS CULTIVATION LINE AND 1.2 METERS N OF E
 MC1466'CULTIVATION LINE.
 MC1466'
 MC1466'A STANDARD DISK STAMPED HULL 1947 AND SET IN THE TOP OF A CONCRETE
 MC1466'MONUMENT ABOUT 10
 MC1466'INCHES IN DIAMETER AND BURIED SO THAT THE TOP PROTRUDES
 MC1466'2 INCHES ABOVE THE GROUND.
 MC1466
 MC1466                          STATION RECOVERY (1963)
 MC1466
 MC1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC1466'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC1466'EXCEPTIONS--ALL THE FENCES ARE GONE, THE STATION IS 21.0 METERS WEST
 MC1466'OF A LONE TREE, 9.4 METERS EAST OF THE CENTERLINE OF THE
 MC1466'NORTH-SOUTH ROAD AND THE CONCRETE MONUMENT IS SURROUNDED BY A
 MC1466'CONCRETE CAMERA TARGET 7 FEET IN DIAMETER.
 MC1466
 MC1466                          STATION RECOVERY (1965)
 MC1466
 MC1466'RECOVERY NOTE BY US ENGINEERS 1965 (RWK)
 MC1466'TO REACH STA. JCT. OF HWYS 6 AND 65 AT MCCLURE, TRAVEL S 3 MI. ON
 MC1466'HWY 65 TO CO. ROAD L, W 1 MI. TO TWP ROAD 5, AND S 0.25 MI.
 MC1466'
 MC1466'THE STA. IS LOCATED IN A 2 M. DIA. CONC. TARGET, 8-1/2 M. E OF THE
 MC1466'CENTERLINE OF THE ROAD, 1/2 M. NE OF OLD FENCE POST, 19 M. W OF A
 MC1466'LARGE TREE, AND 150 M. N OF A DRIVEWAY.
 MC1466'
 MC1466'THE STA. IS APPROX. 1/2 M. LOWER THAN THE ROAD.
 MC1466'
 MC1466'STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER STAMPED
 MC1466'HULL 1947.
 MC1466'
 MC1466'NOTE--THE STA. IS 28 M. SE OF A POWER POLE.
 MC1466
 MC1466                          STATION RECOVERY (1980)
 MC1466
 MC1466'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RW)
 MC1466'STA. HAS BEEN HIT WITH FARM MACHINERY.  PART OF TABLET IS MISSING.
 MC1466'CONC. TARGET IS BROKEN UP.
 MC1466'
 MC1466'SHOULD BE MOVED AWAY FROM FARMING OPERATIONS.
 MC1466'
 MC1466'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.25 MI S. AND 1 MI W,
 MC1466'MCCLURE.
 MC1466
 MC1466                          STATION RECOVERY (1984)
 MC1466
 MC1466'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1466'HULL 1947 DISK BADLY DAMAGED.
 MC1466'
 MC1466'ONLY UPPER 1/4 OF DISK IS LEFT.  REST OF DISK IS GONE, CAN NOT READ
 MC1466'ANY WRITING ON IT.
 MC1466'
 MC1466'NO WITNESS POST AROUND ALSO DESCRIPTION TELLS OF TREE NEAR BY, THIS
 MC1466'TREE HAS BEEN BURNED TO GROUND ONLY TWO FOOT OF BASE IS STILL
 MC1466'SHOWING NOW.  CONCRETE MONUMENT STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2162 ***********************************************************************
 JX2162  DESIGNATION -  HULL
 JX2162  PID         -  JX2162
 JX2162  STATE/COUNTY-  OH/WASHINGTON
 JX2162  USGS QUAD   -  PARKERSBURG (1994)
 JX2162
 JX2162                         *CURRENT SURVEY CONTROL
 JX2162  ___________________________________________________________________
 JX2162* NAD 83(1995)-  39 20 07.68581(N)    081 34 14.54730(W)     ADJUSTED  
 JX2162* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 JX2162  ___________________________________________________________________
 JX2162  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 JX2162  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JX2162
 JX2162  HORZ ORDER  -  SECOND
 JX2162
 JX2162.The horizontal coordinates were established by classical geodetic methods
 JX2162.and adjusted by the National Geodetic Survey in April 1998..
 JX2162
 JX2162.The orthometric height was scaled from a topographic map.
 JX2162
 JX2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2162
 JX2162.The geoid height was determined by GEOID03.
 JX2162
 JX2162;                    North         East     Units Scale Factor Converg.
 JX2162;SPC OH S     -   148,666.772   680,113.223   MT  0.99993627   +0 35 22.8
 JX2162;SPC WV N     -    94,808.258   421,496.273   MT  0.99995352   -1 19 14.3
 JX2162;UTM  17      - 4,354,160.204   450,815.476   MT  0.99962978   -0 21 42.3
 JX2162
 JX2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2162!SPC OH S     -   0.99995835  x   0.99993627  =   0.99989462
 JX2162!SPC WV N     -   0.99995835  x   0.99995352  =   0.99991187
 JX2162!UTM  17      -   0.99995835  x   0.99962978  =   0.99958814
 JX2162
 JX2162:                Primary Azimuth Mark                     Grid Az
 JX2162:SPC OH S     -  MARIETTA HARMER HILL TANK                042 50 41.2
 JX2162:SPC WV N     -  MARIETTA HARMER HILL TANK                044 45 18.3
 JX2162:UTM  17      -  MARIETTA HARMER HILL TANK                043 47 46.3
 JX2162
 JX2162|---------------------------------------------------------------------|
 JX2162| PID    Reference Object                     Distance      Geod. Az  |
 JX2162|                                                           dddmmss.s |
 JX2162| JX2155 MARIETTA HARMER HILL TANK           APPROX.12.6 KM 0432604.0 |
 JX2162| CD1884 HULL RM 1                            35.296 METERS 11530     |
 JX2162| JX2169 PARKERSBURG WPAR RADIO MAST         APPROX. 6.3 KM 1424844.2 |
 JX2162| JX2178 PARKERSBURG ST FRAN XAV CH          APPROX. 7.8 KM 1725319.9 |
 JX2162| JX2161 SEFFENS                               5.625 METERS 21257     |
 JX2162| JX2171 BURNS                               APPROX. 1.7 KM 2294537.2 |
 JX2162|---------------------------------------------------------------------|
 JX2162
 JX2162                          SUPERSEDED SURVEY CONTROL
 JX2162
 JX2162  NAD 83(1986)-  39 20 07.68935(N)    081 34 14.55357(W) AD(       ) 2
 JX2162  NAD 27      -  39 20 07.42100(N)    081 34 15.10100(W) AD(       ) 2
 JX2162
 JX2162.Superseded values are not recommended for survey control.
 JX2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2162.See file dsdata.txt to determine how the superseded data were derived.
 JX2162
 JX2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD5081554160(NAD 83)
 JX2162_MARKER: DS = TRIANGULATION STATION DISK
 JX2162_SETTING: 0 = UNSPECIFIED SETTING
 JX2162
 JX2162  HISTORY     - Date     Condition        Report By
 JX2162  HISTORY     - 1944     MONUMENTED       CGS
 JX2162  HISTORY     - 1963     GOOD             AEROS
 JX2162
 JX2162                          STATION DESCRIPTION
 JX2162
 JX2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 JX2162'STATION IS LOCATED ABOUT 8 MILES, AIR LINE, SW OF MARIETTA, ABOUT
 JX2162'1-1/2 MILES NW OF U.S. LOCK 18,
 JX2162'AND ON THE HIGHEST POINT OF A HILL OWNED BY WILLIAM
 JX2162'HULL.  IT IS 61 FEET NW OF THE
 JX2162'NW CORNER OF AN OLD SHED AND 117
 JX2162'FEET W OF THE SW CORNER OF THE HOUSE.  THE DISK
 JX2162'IS STAMPED HULL
 JX2162'1944 AND IS ABOUT 12 INCHES BELOW THE GROUND.
 JX2162'
 JX2162'SURFACE, UNDERGROUND, AND REFERENCE MARK 1 ARE BRONZE DISKS
 JX2162'SET IN CONCRETE.
 JX2162'
 JX2162'REFERENCE MARK 1 IS 115.80 FEET SE OF THE STATION (SLOPE
 JX2162'DISTANCE).  IT IS
 JX2162'36 FEET S OF THE SE CORNER OF THE HOUSE AND 46
 JX2162'FEET NE OF THE NE CORNER OF THE
 JX2162'SHED.  IT IS STAMPED HULL NO 1
 JX2162'1944.
 JX2162'
 JX2162'SEFFENS (U.S.G.S.) WAS USED AS A REFERENCE MARK.  IT IS 18.46
 JX2162'FEET SW OF THE
 JX2162'STATION AND 60 FEET W OF THE NW CORNER OF THE SHED.
 JX2162'THE DISK IS A U.S. GEOLOGICAL
 JX2162'SURVEY STANDARD DISK AND IS NOT
 JX2162'STAMPED.
 JX2162'
 JX2162'STATION BURNS IS VISIBLE FROM THE GROUND AND CAN BE USED AS
 JX2162'AN AZIMUTH MARK.
 JX2162'
 JX2162'TO REACH THE STATION FROM THE POST OFFICE IN MARIETTA, GO
 JX2162'SW ON STATE
 JX2162'HIGHWAY 7 FOR 9 MILES TO U.S. LOCK 18, CONTINUE STRAIGHT
 JX2162'AHEAD FOR 0.5 MILE TO A DIRT
 JX2162'T-ROAD RIGHT, TURN RIGHT AND GO 0.8
 JX2162'MILE TO A FORK, CONTINUE STRAIGHT AHEAD 0.15
 JX2162'MILE TO ANOTHER FORK,
 JX2162'TAKE RIGHT FORK AND GO 0.3 MILE TO FARMHOUSE AT THE END OF THE
 JX2162'ROAD AND
 JX2162'STATION.
 JX2162'
 JX2162'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 JX2162
 JX2162                          STATION RECOVERY (1963)
 JX2162
 JX2162'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963 (RMB)
 JX2162'STATION USGS MARKS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1351 ***********************************************************************
 MC1351  DESIGNATION -  HUNKER
 MC1351  PID         -  MC1351
 MC1351  STATE/COUNTY-  OH/SENECA
 MC1351  USGS QUAD   -  TIFFIN NORTH (1977)
 MC1351
 MC1351                         *CURRENT SURVEY CONTROL
 MC1351  ___________________________________________________________________
 MC1351* NAD 83(1995)-  41 11 05.15468(N)    083 14 44.53484(W)     ADJUSTED  
 MC1351* NAVD 88     -       233.93   (+/-2cm)     767.5    (feet)  VERTCON   
 MC1351  ___________________________________________________________________
 MC1351  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 MC1351  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 MC1351
 MC1351  HORZ ORDER  -  FIRST
 MC1351  VERT ORDER  -  THIRD ? (See Below)
 MC1351
 MC1351.The horizontal coordinates were established by classical geodetic methods
 MC1351.and adjusted by the National Geodetic Survey in April 1998..
 MC1351
 MC1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1351.The vertical order pertains to the NGVD 29 superseded value.
 MC1351
 MC1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1351
 MC1351.The geoid height was determined by GEOID03.
 MC1351
 MC1351;                    North         East     Units Scale Factor Converg.
 MC1351;SPC OH N     -   168,846.529   537,440.016   MT  0.99994122   -0 29 23.6
 MC1351;UTM  17      - 4,561,699.292   311,654.749   MT  1.00003660   -1 28 45.1
 MC1351
 MC1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1351!SPC OH N     -   0.99996880  x   0.99994122  =   0.99991002
 MC1351!UTM  17      -   0.99996880  x   1.00003660  =   1.00000540
 MC1351
 MC1351|---------------------------------------------------------------------|
 MC1351| PID    Reference Object                     Distance      Geod. Az  |
 MC1351|                                                           dddmmss.s |
 MC1351| CF2704 HUNKER RM 1                          51.794 METERS 17834     |
 MC1351| CF2703 HUNKER AZ MK                                       2255844.7 |
 MC1351| MC1350 HUNKER RM 2                          48.415 METERS 27648     |
 MC1351|---------------------------------------------------------------------|
 MC1351
 MC1351                          SUPERSEDED SURVEY CONTROL
 MC1351
 MC1351  NAD 83(1986)-  41 11 05.16109(N)    083 14 44.54658(W) AD(       ) 1
 MC1351  NAD 27      -  41 11 04.96700(N)    083 14 44.82800(W) AD(       ) 1
 MC1351  NGVD 29 (07/19/86)  234.14   (m)          768.2    (f) LEVELING    3  
 MC1351
 MC1351.Superseded values are not recommended for survey control.
 MC1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1351.See file dsdata.txt to determine how the superseded data were derived.
 MC1351
 MC1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF1165561699(NAD 83)
 MC1351_MARKER: Z = SEE DESCRIPTION
 MC1351_SETTING: 0 = UNSPECIFIED SETTING
 MC1351
 MC1351  HISTORY     - Date     Condition        Report By
 MC1351  HISTORY     - 1928     MONUMENTED       CGS
 MC1351  HISTORY     - 1943     SEE DESCRIPTION  CGS
 MC1351
 MC1351                          STATION DESCRIPTION
 MC1351
 MC1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 MC1351'ABOUT 4-1/2 MILES N AND 3-1/2 MILES W OF TIFFIN, 1-3/4 MILES W OF
 MC1351'CROMERS AND ABOUT 1/4 MILE N OF A 5-POINT
 MC1351'ROAD INTERSECTION.  LAND IS OWNED BY THE HUNKER ESTATE.
 MC1351'STATION IS IN NE CORNER OF FIRST
 MC1351'FIELD N OF AN OLD STONE
 MC1351'QUARRY, ON W SIDE OF ROAD, AND NEAR A RAIL FENCE.
 MC1351'
 MC1351'SURFACE AND REFERENCE MARK 1 ARE BRONZE DISKS SET IN CONCRETE.
 MC1351'UNDERGROUND MARK,
 MC1351'NOTE 8A.
 MC1351'
 MC1351'HEIGHT OF SIGNAL ABOVE STATION MARK - 90 FEET.
 MC1351
 MC1351                          STATION RECOVERY (1943)
 MC1351
 MC1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1351'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS
 MC1351'WERE FOUND IN GOOD
 MC1351'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED BY
 MC1351'THIS PARTY.  THE COMPLETE DESCRIPTION
 MC1351'FOLLOWS-
 MC1351'
 MC1351'THE STATION IS LOCATED ABOUT 4.5 MILES N AND 3.0 MILES W OF
 MC1351'TIFFIN.  IT IS
 MC1351'0.25 MILE N OF STATE HIGHWAY 592 AT A 5-POINT ROAD
 MC1351'INTERSECTION.  THE MARK IS SET IN
 MC1351'THE NE CORNER OF A PASTURE FIELD,
 MC1351'11.0 FEET W OF THE N-S FENCELINE AND IN AN OLD RAIL
 MC1351'FENCELINE.  IT
 MC1351'IS 2.0 FEET W OF A STANDARD REFERENCE POST.  THE DISK IS STAMPED
 MC1351'HUNKER 1928.
 MC1351'NOTES 1A AND 7A.
 MC1351'
 MC1351'REFERENCE MARK 1 IS 169.93 FEET S OF THE STATION AND 2.0 FEET
 MC1351'W OF THE N-S
 MC1351'FENCELINE.  THE DISK IS STAMPED HUNKER NO 1 1928 AND
 MC1351'IS FLUSH WITH THE SURFACE OF
 MC1351'THE GROUND.  NOTE 11A.
 MC1351'
 MC1351'REFERENCE MARK 2 IS 158.84 FEET W OF THE STATION IN THE E-W
 MC1351'RAIL FENCELINE.
 MC1351'THE DISK IS STAMPED HUNKER NO 2 1928.  NOTE 11A.
 MC1351'
 MC1351'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SSW OF THE STATION.
 MC1351'IT IS 22.5 FEET N
 MC1351'OF THE CENTER LINE OF HIGHWAY 592, 3.5 FEET W OF
 MC1351'A STANDARD REFERENCE POST AND 1.5
 MC1351'FEET S OF THE E-W FENCE.  THE DISK
 MC1351'IS STAMPED HUNKER 1943.  NOTE 11A.
 MC1351'
 MC1351'DUE TO A HIGH TENSION LINE WHICH NOW RUNS OVER THE STATION MARK,
 MC1351'THE STATION WAS
 MC1351'OCCUPIED ECCENTRICALLY.  THE ECCENTRIC STATION WAS
 MC1351'REFERENCE MARK 2 1928.
 MC1351'
 MC1351'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND
 MC1351'U.S. HIGHWAY 23 IN
 MC1351'THE E EDGE OF FOSTORIA, GO E ON HIGHWAY 18 FOR 8.7
 MC1351'MILES TO A ROAD LEFT LEADING UNDER A
 MC1351'RAILROAD UNDERPASS.  (THIS ROAD
 MC1351'IS OPPOSITE A STONE QUARRY ON THE RIGHT.) TURN LEFT
 MC1351'AND FOLLOW THE
 MC1351'NARROW MACADAM ROAD FOR 0.85 MILE TO A T-INTERSECTION.  TURN RIGHT
 MC1351'KEEPING ON THE
 MC1351'HARD SURFACE AND GO 0.25 MILE, THEN TURN LEFT AND GO
 MC1351'N FOR 2.05 MILES, TURN RIGHT FOR
 MC1351'ABOUT 50 FEET, THEN LEFT OR N FOR
 MC1351'1.1 MILES TO THE JUNCTION OF HIGHWAY 592.  TURN
 MC1351'LEFT AND GO 0.25
 MC1351'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.05
 MC1351'MILE TO THE
 MC1351'FIRST TURN RIGHT.  TURN RIGHT INTO THE HUNKER FARM LANE
 MC1351'AND GO 0.15 MILE TO THE
 MC1351'FARMHOUSE ON THE LEFT.  KEEP STRAIGHT AHEAD
 MC1351'THROUGH THE FARMYARD PASSING BETWEEN THE
 MC1351'BARN AND HOUSE TO A GATE
 MC1351'LEADING INTO THE CATTLE LANE.  ENTER THE LANE AND GO 0.2
 MC1351'MILE, TURN RIGHT
 MC1351'PASSING A FARM BUILDING ON THE N SIDE AND GO TO A GATE.  ENTER
 MC1351'THE FIELD AND TURN S
 MC1351'ALONG THE E SIDE OF THE FENCE TO A FENCE CORNER,
 MC1351'THEN TURN LEFT AND GO 0.25 MILE TO THE
 MC1351'STATION IN THE E-W RAIL FENCELINE
 MC1351'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1350 ***********************************************************************
 MC1350  DESIGNATION -  HUNKER RM 2
 MC1350  PID         -  MC1350
 MC1350  STATE/COUNTY-  OH/SENECA
 MC1350  USGS QUAD   -  TIFFIN NORTH (1977)
 MC1350
 MC1350                         *CURRENT SURVEY CONTROL
 MC1350  ___________________________________________________________________
 MC1350* NAD 83(1995)-  41 11 05.34059(N)    083 14 46.59761(W)     ADJUSTED  
 MC1350* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 MC1350  ___________________________________________________________________
 MC1350  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 MC1350  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 MC1350
 MC1350  HORZ ORDER  -  FIRST
 MC1350
 MC1350.The horizontal coordinates were established by classical geodetic methods
 MC1350.and adjusted by the National Geodetic Survey in April 1998..
 MC1350
 MC1350.The orthometric height was scaled from a topographic map.
 MC1350
 MC1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1350
 MC1350.The geoid height was determined by GEOID03.
 MC1350
 MC1350;                    North         East     Units Scale Factor Converg.
 MC1350;SPC OH N     -   168,852.674   537,391.995   MT  0.99994122   -0 29 25.0
 MC1350;UTM  17      - 4,561,706.267   311,606.838   MT  1.00003683   -1 28 46.5
 MC1350
 MC1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1350!SPC OH N     -   0.99996882  x   0.99994122  =   0.99991004
 MC1350!UTM  17      -   0.99996882  x   1.00003683  =   1.00000565
 MC1350
 MC1350|---------------------------------------------------------------------|
 MC1350| PID    Reference Object                     Distance      Geod. Az  |
 MC1350|                                                           dddmmss.s |
 MC1350| MC1351 HUNKER                               48.415 METERS 09648     |
 MC1350| CF2704 HUNKER RM 1                                        13921     |
 MC1350| CF2703 HUNKER AZ MK                                       2220526.2 |
 MC1350|---------------------------------------------------------------------|
 MC1350
 MC1350                          SUPERSEDED SURVEY CONTROL
 MC1350
 MC1350  NAD 83(1986)-  41 11 05.34711(N)    083 14 46.61045(W) AD(       ) 1
 MC1350  NAD 27      -  41 11 05.15300(N)    083 14 46.89100(W) AD(       ) 1
 MC1350
 MC1350.Superseded values are not recommended for survey control.
 MC1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1350.See file dsdata.txt to determine how the superseded data were derived.
 MC1350
 MC1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF1160761706(NAD 83)
 MC1350
 MC1350  HISTORY     - Date     Condition        Report By
 MC1350  HISTORY     - 1943     MONUMENTED       CGS
 MC1350
 MC1350                          STATION DESCRIPTION
 MC1350
 MC1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 MC1350'SEE STATION HUNKER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2066 ***********************************************************************
 JX2066  DESIGNATION -  HUNTER
 JX2066  PID         -  JX2066
 JX2066  STATE/COUNTY-  OH/BELMONT
 JX2066  USGS QUAD   -  HUNTER (1994)
 JX2066
 JX2066                         *CURRENT SURVEY CONTROL
 JX2066  ___________________________________________________________________
 JX2066* NAD 83(1995)-  39 58 27.28615(N)    081 03 23.07926(W)     ADJUSTED  
 JX2066* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 JX2066  ___________________________________________________________________
 JX2066  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 JX2066  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JX2066
 JX2066  HORZ ORDER  -  THIRD
 JX2066
 JX2066.The horizontal coordinates were established by classical geodetic methods
 JX2066.and adjusted by the National Geodetic Survey in April 1998..
 JX2066
 JX2066.The orthometric height was scaled from a topographic map.
 JX2066
 JX2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2066
 JX2066.The geoid height was determined by GEOID03.
 JX2066
 JX2066;                    North         East     Units Scale Factor Converg.
 JX2066;SPC OH S     -   220,159.098   723,313.311   MT  0.99998884   +0 54 57.5
 JX2066;UTM  17      - 4,424,900.323   495,182.973   MT  0.99960029   -0 02 10.5
 JX2066
 JX2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2066!SPC OH S     -   0.99994008  x   0.99998884  =   0.99992892
 JX2066!UTM  17      -   0.99994008  x   0.99960029  =   0.99954039
 JX2066
 JX2066|---------------------------------------------------------------------|
 JX2066| PID    Reference Object                     Distance      Geod. Az  |
 JX2066|                                                           dddmmss.s |
 JX2066| CD1885 HUNTER RM 1                           8.456 METERS 15800     |
 JX2066| JX2065 STEBENVILLE 1364 USGS 1963           14.638 METERS 26824     |
 JX2066| KY3413 BETHESDA                            APPROX. 5.2 KM 3190246.2 |
 JX2066|---------------------------------------------------------------------|
 JX2066
 JX2066                          SUPERSEDED SURVEY CONTROL
 JX2066
 JX2066  NAD 83(1986)-  39 58 27.29462(N)    081 03 23.08632(W) AD(       ) 3
 JX2066  NAD 27      -  39 58 27.04060(N)    081 03 23.71930(W) AD(       ) 3
 JX2066
 JX2066.Superseded values are not recommended for survey control.
 JX2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2066.See file dsdata.txt to determine how the superseded data were derived.
 JX2066
 JX2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME9518324900(NAD 83)
 JX2066_MARKER: DS = TRIANGULATION STATION DISK
 JX2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX2066
 JX2066  HISTORY     - Date     Condition        Report By
 JX2066  HISTORY     - 1963     MONUMENTED       CGS
 JX2066
 JX2066                          STATION DESCRIPTION
 JX2066
 JX2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX2066'THE STATION IS LOCATED ON A WOODED HILL 9 MILES NORTH NORTHWEST OF
 JX2066'BEALLSVILLE, 6 MILES EAST OF
 JX2066'BARNESVILLE AND ABOUT 3 MILES SOUTH SOUTHEAST OF BETHESDA ON THE
 JX2066'PROPERTY OF MR. FLOYD STEVENS.  IT
 JX2066'IS 13 FEET WEST OF A FENCE, 20 FEET SOUTH OF A
 JX2066'24 INCH WILD CHERRY TREE, 28 FEET NORTH OF A 10 INCH
 JX2066'WILD CHERRY TREE AND 29 FEET
 JX2066'NORTH OF THE WITNESS POST.
 JX2066'
 JX2066'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 147 AND STATE
 JX2066'HIGHWAY 26 IN BETHESDA.  GO
 JX2066'SOUTH ON HIGHWAY 26 FOR 0.35 MILE TO THE POST OFFICE.  CONTINUE
 JX2066'SOUTH ON THE HIGHWAY FOR 1.75 MILES
 JX2066'TO A FORK (COUNTY ROAD 92 STRAIGHT AHEAD AND
 JX2066'HIGHWAY 26 CURVES TO THE RIGHT).  CONTINUE STRAIGHT
 JX2066'AHEAD ON COUNTY ROAD 92 SOUTH
 JX2066'FOR 1.55 MILES TO JUNCTION OF COUNTY ROAD 86 AND COUNTY ROAD 92.
 JX2066'CONTINUE SOUTH ON COUNTY ROAD 92
 JX2066'FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO EAST FOR
 JX2066'0.15 MILE TO HOUSE ON THE LEFT
 JX2066'AND BARNS ON THE RIGHT.  PASS THROUGH THE GATE FOR
 JX2066'ABOUT 30 FEET TO A GATE ON THE LEFT.  TURN LEFT
 JX2066'AND GO NORTHERLY THROUGH THE GATE
 JX2066'AND ALONG EAST SIDE OF FENCE ON A CULTIVATED FIELD FOR ABOUT 200
 JX2066'FEET.  TURN RIGHT AND GO EAST
 JX2066'ABOUT 0.1 MILE TO TOP OF HILL AND STATION.
 JX2066'
 JX2066'REFERENCE MARK 1 IS 1 FOOT WEST OF A FENCE, 2 FEET NORTH OF A WITNESS
 JX2066'POST AND 18 FEET EAST OF A
 JX2066'10 INCH WILD CHERRY TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 JX2066'DISK IS STAMPED HUNTER NO 1 1963.
 JX2066'
 JX2066'STEBENVILLE (USGS) B.M. IS A STANDARD USGS STATION MARK DISK SET IN
 JX2066'THE TOP OF AN 8 INCH SQUARE
 JX2066'CONCRETE POST.  IT IS 64 FEET WEST OF THE WITNESS POST, 22 FEET
 JX2066'NORTH OF A 20 INCH OAK TREE AND 24
 JX2066'FEET SOUTH OF A 24 INCH WILD CHERRY TREE.  THE
 JX2066'MONUMENT PROJECTS 14 INCHES AND THE DISK IS STAMPED
 JX2066'STEBENVILLE 1364.
 JX2066'
 JX2066'NO AVAILABLE PLACE FOR AZIMUTH.
 JX2066'
 JX2066'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2955 ***********************************************************************
 MB2955  DESIGNATION -  HUNTINGTON
 MB2955  PID         -  MB2955
 MB2955  STATE/COUNTY-  OH/CUYAHOGA
 MB2955  USGS QUAD   -  NORTH OLMSTED (1985)
 MB2955
 MB2955                         *CURRENT SURVEY CONTROL
 MB2955  ___________________________________________________________________
 MB2955* NAD 83(1995)-  41 29 26.92094(N)    081 56 01.00354(W)     ADJUSTED  
 MB2955* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 MB2955  ___________________________________________________________________
 MB2955  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 MB2955  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 MB2955
 MB2955  HORZ ORDER  -  SECOND
 MB2955
 MB2955.The horizontal coordinates were established by classical geodetic methods
 MB2955.and adjusted by the National Geodetic Survey in April 1998..
 MB2955
 MB2955.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB2955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB2955
 MB2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2955
 MB2955.The geoid height was determined by GEOID03.
 MB2955
 MB2955;                    North         East     Units Scale Factor Converg.
 MB2955;SPC OH N     -   202,720.625   647,295.981   MT  0.99996636   +0 22 19.5
 MB2955;UTM  17      - 4,593,664.781   422,066.706   MT  0.99967474   -0 37 06.8
 MB2955
 MB2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2955!SPC OH N     -   0.99997752  x   0.99996636  =   0.99994388
 MB2955!UTM  17      -   0.99997752  x   0.99967474  =   0.99965227
 MB2955
 MB2955:                Primary Azimuth Mark                     Grid Az
 MB2955:SPC OH N     -  CLEVELAND 5 MILE CRIB                    066 51 10.2
 MB2955:UTM  17      -  CLEVELAND 5 MILE CRIB                    067 50 36.5
 MB2955
 MB2955|---------------------------------------------------------------------|
 MB2955| PID    Reference Object                     Distance      Geod. Az  |
 MB2955|                                                           dddmmss.s |
 MB2955| MB2960 CLEVELAND 5 MILE CRIB               APPROX.16.6 KM 0671329.7 |
 MB2955| MB2866 CLEVELAND TERMINAL TOWER            APPROX.20.1 KM 0873310.2 |
 MB2955| MB2948 ROCKY RIVER ENT LT                  APPROX. 7.9 KM 0890329.6 |
 MB2955|---------------------------------------------------------------------|
 MB2955
 MB2955                          SUPERSEDED SURVEY CONTROL
 MB2955
 MB2955  NAD 83(1995)-  41 29 26.92912(N)    081 56 01.00612(W) AD(       ) 2
 MB2955  NAD 83(1986)-  41 29 26.92831(N)    081 56 01.01071(W) AD(       ) 2
 MB2955  NAD 27      -  41 29 26.74906(N)    081 56 01.50815(W) AD(       ) 2
 MB2955  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 MB2955
 MB2955.Superseded values are not recommended for survey control.
 MB2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2955.See file dsdata.txt to determine how the superseded data were derived.
 MB2955
 MB2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF2206793665(NAD 83)
 MB2955_MARKER: DS = TRIANGULATION STATION DISK
 MB2955_SETTING: 0 = UNSPECIFIED SETTING
 MB2955_STAMPING: HUNTINGTON LSC 1973
 MB2955_MARK LOGO: NGS   
 MB2955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2955
 MB2955  HISTORY     - Date     Condition        Report By
 MB2955  HISTORY     - 1976     MONUMENTED       NOSAMC
 MB2955  HISTORY     - 19940905 MARK NOT FOUND   USPSQD
 MB2955
 MB2955                          STATION DESCRIPTION
 MB2955
 MB2955'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1976 (RES)
 MB2955'THE STATION IS LOCATED ALONG THE SOUTH SHORE OF LAKE ERIE IN
 MB2955'THE TOWN OF BAY VILLAGE ON THE GROUNDS OF THE HUNTINGTON
 MB2955'BEACH METRO PARK.
 MB2955'
 MB2955'TO REACH THE STATION AFTER ENTERING THE PARK, PROCEED TO THE
 MB2955'REFRESHMENT STAND IN THE PARK.  TAKE THE STAIRS LOCATED ON
 MB2955'EITHER SIDE OF THE REFRESHMENT STAND DOWN TOWARDS THE
 MB2955'BEACH.  THE STATION IS ON THE CONCRETE PROMENADE MIDWAY
 MB2955'BETWEEN THE TWO STAIRS.
 MB2955'
 MB2955'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 MB2955'STAMPED HUNTINGTON LSC, 1973, CEMENTED FLUSH WITH THE
 MB2955'CONCRETE PROMENADE.
 MB2955'
 MB2955'NO AZIMUTH OR REFERENCE MARKS WERE SET.
 MB2955'
 MB2955'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 MB2955
 MB2955                          STATION RECOVERY (1994)
 MB2955
 MB2955'RECOVERY NOTE BY US POWER SQUADRON 1994
 MB2955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB2126 ***********************************************************************
 MB2126  DESIGNATION -  HUNTSBURG SP MICROWAVE
 MB2126  PID         -  MB2126
 MB2126  STATE/COUNTY-  OH/GEAUGA
 MB2126  USGS QUAD   -  EAST CLARIDON (1994)
 MB2126
 MB2126                         *CURRENT SURVEY CONTROL
 MB2126  ___________________________________________________________________
 MB2126* NAD 83(1995)-  41 31 40.57650(N)    081 05 05.38801(W)     ADJUSTED  
 MB2126* NAVD 88     -                                                        
 MB2126  ___________________________________________________________________
 MB2126  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 MB2126  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB2126
 MB2126  HORZ ORDER  -  THIRD
 MB2126
 MB2126.The horizontal coordinates were established by classical geodetic methods
 MB2126.and adjusted by the National Geodetic Survey in April 1998..
 MB2126
 MB2126
 MB2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2126
 MB2126.The geoid height was determined by GEOID03.
 MB2126
 MB2126;                    North         East     Units Scale Factor Converg.
 MB2126;SPC OH N     -   207,648.533   718,101.910   MT  0.99997135   +0 55 46.9
 MB2126;UTM  17      - 4,597,369.347   492,922.896   MT  0.99960062   -0 03 22.5
 MB2126
 MB2126                          SUPERSEDED SURVEY CONTROL
 MB2126
 MB2126  NAD 83(1986)-  41 31 40.58670(N)    081 05 05.38502(W) AD(       ) 4
 MB2126  NAD 27      -  41 31 40.39092(N)    081 05 06.03504(W) AD(       ) 3
 MB2126
 MB2126.Superseded values are not recommended for survey control.
 MB2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2126.See file dsdata.txt to determine how the superseded data were derived.
 MB2126
 MB2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF9292397369(NAD 83)
 MB2126_MARKER: Z = SEE DESCRIPTION
 MB2126_SETTING: 0 = UNSPECIFIED SETTING
 MB2126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2126
 MB2126  HISTORY     - Date     Condition        Report By
 MB2126  HISTORY     - 1977     MONUMENTED       NGS
 MB2126
 MB2126                          STATION DESCRIPTION
 MB2126
 MB2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
 MB2126'THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE
 MB2126'HUNTSBURG SOUTHERN PACIFIC COMMUNICATIONS MICROWAVE MAST
 MB2126'WAH 642.  IT IS A GUYED MAST, PAINTED IN ALTERNATE SECTIONS
 MB2126'OF RED AND WHITE AND IS APPROXIMATELY 303 FEET HIGH.
 MB2126'
 MB2126'IT IS LOCATED ABOUT 1.8 MILES WEST-SOUTHWEST OF THE SMALL
 MB2126'COMMUNITY OF HUNTSBURG, 0.25 MILE EAST OF PRINCETON ROAD
 MB2126'AND 0.5 MILE SOUTH OF U.S. HIGHWAY 322.
 MB2126'
 MB2126'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6095 ***********************************************************************
 AB6095  CBN         -  This is a Cooperative Base Network Control Station.
 AB6095  DESIGNATION -  HUR GAR
 AB6095  PID         -  AB6095
 AB6095  STATE/COUNTY-  OH/HURON
 AB6095  USGS QUAD   -  NORWALK (1972)
 AB6095
 AB6095                         *CURRENT SURVEY CONTROL
 AB6095  ___________________________________________________________________
 AB6095* NAD 83(1995)-  41 10 34.91003(N)    082 33 38.69571(W)     ADJUSTED  
 AB6095* NAVD 88     -       282.0    (meters)     925.     (feet)  GPS OBS   
 AB6095  ___________________________________________________________________
 AB6095  X           -     622,503.105 (meters)                     COMP
 AB6095  Y           -  -4,767,435.211 (meters)                     COMP
 AB6095  Z           -   4,177,348.183 (meters)                     COMP
 AB6095  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 AB6095  ELLIP HEIGHT-         247.41  (meters)          (03/08/05) GPS OBS
 AB6095  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AB6095
 AB6095  HORZ ORDER  -  B
 AB6095  ELLP ORDER  -  FOURTH    CLASS II
 AB6095
 AB6095.The horizontal coordinates were established by GPS observations
 AB6095.and adjusted by the National Geodetic Survey in August 1996..
 AB6095
 AB6095.The orthometric height was determined by GPS observations and a
 AB6095.high-resolution geoid model.
 AB6095
 AB6095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6095
 AB6095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6095
 AB6095.The ellipsoidal height was determined by GPS observations
 AB6095.and is referenced to NAD 83.
 AB6095
 AB6095.The geoid height was determined by GEOID03.
 AB6095
 AB6095;                    North         East     Units Scale Factor Converg.
 AB6095;SPC OH N     -   167,647.881   594,902.837   MT  0.99994093   -0 02 23.7
 AB6095;UTM  17      - 4,559,509.506   369,086.955   MT  0.99981093   -1 01 39.8
 AB6095
 AB6095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6095!SPC OH N     -   0.99996119  x   0.99994093  =   0.99990213
 AB6095!UTM  17      -   0.99996119  x   0.99981093  =   0.99977213
 AB6095
 AB6095                          SUPERSEDED SURVEY CONTROL
 AB6095
 AB6095  ELLIP H (08/20/96)  247.43   (m)                       GP(       ) 4 2
 AB6095
 AB6095.Superseded values are not recommended for survey control.
 AB6095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6095.See file dsdata.txt to determine how the superseded data were derived.
 AB6095
 AB6095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF6908759510(NAD 83)
 AB6095_MARKER: DD = SURVEY DISK
 AB6095_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6095_STAMPING: HUR GAR HUR CO GARAGE 1994
 AB6095_MARK LOGO: OHDT  
 AB6095_PROJECTION: FLUSH
 AB6095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6095+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB6095_ROD/PIPE-DEPTH: 4.0  meters
 AB6095_SLEEVE-DEPTH  : 0.9 meters
 AB6095
 AB6095  HISTORY     - Date     Condition        Report By
 AB6095  HISTORY     - 1994     MONUMENTED       OHDT
 AB6095
 AB6095                          STATION DESCRIPTION
 AB6095
 AB6095'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1994 (JEK)
 AB6095'THE MARK IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTH OF NORWALK, 2.9 KM
 AB6095'(1.80 MI) NORTH OF OLENA ON DUBLIN ROAD, ABOUT 152 M (498.7 FT) WEST
 AB6095'OF US ROUTE 250 AT THE SOUTHEAST CORNER OF THE ODOT HURON COUNTY
 AB6095'GARAGE PROPERTY.  OWNERSHIP --STATE OF OHIO, DEPARTMENT OF
 AB6095'TRANSPORTATION, DISTRICT 3 DEPUTY DIRECTOR, 906 CLARK STREET, ASHLAND,
 AB6095'OHIO 44805.  TO REACH THE MARK FROM THE INTERSECTION OF US ROUTE 250
 AB6095'AND THE NORWALK BY-PASS OF US ROUTE 20 AND STATE ROUTE 18, GO
 AB6095'SOUTHEAST ON US ROUTE 250 FOR 6.15 KM (3.80 MI) TO A T-ROAD LEADING
 AB6095'WEST, DUBLIN ROAD, TURN RIGHT AND GO WEST ON DUBLIN ROAD FOR 0.14 KM
 AB6095'(0.10 MI) TO THE MARK ON THE RIGHT AT THE SOUTHEAST CORNER OF THE
 AB6095'STATE OF OHIO PROPERTY AT THE ODOT HURON COUNTY GARAGE.  THE MARK IS
 AB6095'10.4 M (34.1 FT) NORTH OF THE CENTERLINE OF DUBLIN ROAD, 15.2 M (49.9
 AB6095'FT) EAST OF THE EAST DRIVE TO THE ODOT GARAGE, 25.9 M (85.0 FT) SOUTH
 AB6095'OF AN EAST-WEST CHAINLINK FENCELINE THAT IS EAST OF THE EAST ENTRANCE
 AB6095'GATE TO THE ODOT GARAGE.  THE MARK IS A 3.25 INCH ALUMINUM DISK,
 AB6095'STAMPED --HUR GAR 1995-- SET ON A 0.75 INCH ALUMINUM ALLOY ROD DRIVEN
 AB6095'TO REFUSAL AT A DEPTH OF 4.0 M (13.1 FT) WITH A 0.9 M (3.0 FT) GREASED
 AB6095'SLEEVE, AND ENCASED IN A 5 INCH DIAMETER PVC WITH AN ALUMINUM COVER
 AB6095'AND REMOVABLE LID FLUSH WITH GROUND LEVEL.  AN ORANGE CARSONITE
 AB6095'WITNESS POST WAS SET 0.6 M (2.0 FT) EAST OF THE MARK.  NOTE--THE MARK
 AB6095'IS ACCESSIBLE AT ALL TIMES.  SLEEVE DEPTH DOES NOT MEET CLASS A
 AB6095'CRITERIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1122 ***********************************************************************
 MC1122  DESIGNATION -  HURON
 MC1122  PID         -  MC1122
 MC1122  STATE/COUNTY-  OH/ERIE
 MC1122  USGS QUAD   -  HURON (1979)
 MC1122
 MC1122                         *CURRENT SURVEY CONTROL
 MC1122  ___________________________________________________________________
 MC1122* NAD 83(1995)-  41 24 16.64365(N)    082 32 37.76605(W)     ADJUSTED  
 MC1122* NAVD 88     -       197.     (meters)     646.     (feet)  VERTCON   
 MC1122  ___________________________________________________________________
 MC1122  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 MC1122  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 MC1122
 MC1122  HORZ ORDER  -  SECOND
 MC1122
 MC1122.The horizontal coordinates were established by classical geodetic methods
 MC1122.and adjusted by the National Geodetic Survey in April 1998..
 MC1122
 MC1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1122
 MC1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1122
 MC1122.The geoid height was determined by GEOID03.
 MC1122
 MC1122;                    North         East     Units Scale Factor Converg.
 MC1122;SPC OH N     -   192,996.066   596,335.668   MT  0.99995639   -0 01 43.6
 MC1122;UTM  17      - 4,584,825.617   370,957.322   MT  0.99980493   -1 01 16.3
 MC1122
 MC1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1122!SPC OH N     -   0.99997464  x   0.99995639  =   0.99993103
 MC1122!UTM  17      -   0.99997464  x   0.99980493  =   0.99977957
 MC1122
 MC1122:                Primary Azimuth Mark                     Grid Az
 MC1122:SPC OH N     -  CEDAR                                    313 57 59.0
 MC1122:UTM  17      -  CEDAR                                    314 57 31.7
 MC1122
 MC1122|---------------------------------------------------------------------|
 MC1122| PID    Reference Object                     Distance      Geod. Az  |
 MC1122|                                                           dddmmss.s |
 MC1122| MC1164 CEDAR                               APPROX.15.2 KM 3135615.4 |
 MC1122|---------------------------------------------------------------------|
 MC1122
 MC1122                          SUPERSEDED SURVEY CONTROL
 MC1122
 MC1122  NAD 83(1995)-  41 24 16.64384(N)    082 32 37.76650(W) AD(       ) 2
 MC1122  NAD 83(1986)-  41 24 16.64076(N)    082 32 37.77222(W) AD(       ) 2
 MC1122  NAD 27      -  41 24 16.46807(N)    082 32 38.16160(W) AD(       ) 2
 MC1122  NGVD 29 (07/19/86)  197.     (m)          646.     (f) VERT ANG       
 MC1122
 MC1122.Superseded values are not recommended for survey control.
 MC1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1122.See file dsdata.txt to determine how the superseded data were derived.
 MC1122
 MC1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7095784826(NAD 83)
 MC1122_MARKER: DS = TRIANGULATION STATION DISK
 MC1122_SETTING: 0 = UNSPECIFIED SETTING
 MC1122_STAMPING: HURON LSC 1976
 MC1122_MARK LOGO: NOS   
 MC1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1122
 MC1122  HISTORY     - Date     Condition        Report By
 MC1122  HISTORY     - 1976     MONUMENTED       NOSAMC
 MC1122
 MC1122                          STATION DESCRIPTION
 MC1122
 MC1122'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1976 (RES)
 MC1122'THE STATION IS LOCATED ABOUT 1 MILE NE OF THE CENTER OF
 MC1122'HURON, 1/2 MILE NE OF THE MOUTH OF THE HURON RIVER, ON TOP OF
 MC1122'THE HURON LIGHT STRUCTURE WHICH IS NEAR THE OUTERMOST END OF
 MC1122'AN ATTACHED BREAKWALL ON THE WEST SIDE OF THE HARBOR ENTRANCE.
 MC1122'
 MC1122'THE STATION MAY BE REACHED ON FOOT FROM THE LAND.  HOWEVER,
 MC1122'DUE TO THE UNEVEN SURFACE OF THE BREAKWALL, IT IS ADVISABLE
 MC1122'TO REACH THE STATION BY BOAT.
 MC1122'
 MC1122'THE STATION MARK IS A STANDARD DISK STAMPED HURON LSC, 1976
 MC1122'THAT IS EPOXIED FLUSH TO THE STEEL ROOF.  IT IS 5.6 FEET NORTH
 MC1122'OF THE SOUTH EDGE OF THE STRUCTURE, 4.7 FEET NW OF THE TALL
 MC1122'LIGHT, 2.9 FEET WEST OF THE WEST EDGE OF THE HATCH, 2.8 FEET
 MC1122'SOUTH OF THE NORTH EDGE OF THE STRUCTURE, 2.6 FEET EAST OF THE
 MC1122'WEST EDGE OF THE STRUCTURE, AND 2.1 FEET NW OF THE CENTER
 MC1122'LIGHT.  NO RMS OR AZIMUTH MARKS WERE SET.
 MC1122'
 MC1122'NOTE--PERMISSION TO OCCUPY AND KEYS MAY BE OBTAINED FROM
 MC1122'THE U.S. COAST GUARD STATION LOCATED AT MARBLEHEAD, OHIO.
 MC1122'
 MC1122'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0935 ***********************************************************************
 MC0935  DESIGNATION -  HURON AZ MK
 MC0935  PID         -  MC0935
 MC0935  STATE/COUNTY-  OH/ERIE
 MC0935  USGS QUAD   -  HURON (1979)
 MC0935
 MC0935                         *CURRENT SURVEY CONTROL
 MC0935  ___________________________________________________________________
 MC0935* NAD 83(1986)-  41 23 21.     (N)    082 32 54.     (W)     SCALED    
 MC0935* NAVD 88     -       185.843  (meters)     609.72   (feet)  ADJUSTED  
 MC0935  ___________________________________________________________________
 MC0935  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 MC0935  DYNAMIC HT  -         185.767 (meters)     609.47  (feet)  COMP
 MC0935  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 MC0935
 MC0935  VERT ORDER  -  FIRST     CLASS II
 MC0935
 MC0935.The horizontal coordinates were scaled from a topographic map and have
 MC0935.an estimated accuracy of +/- 6 seconds.
 MC0935
 MC0935.The orthometric height was determined by differential leveling
 MC0935.and adjusted by the National Geodetic Survey in June 1991..
 MC0935
 MC0935.The geoid height was determined by GEOID03.
 MC0935
 MC0935.The dynamic height is computed by dividing the NAVD 88
 MC0935.geopotential number by the normal gravity value computed on the
 MC0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0935.degrees latitude (g = 980.6199 gals.).
 MC0935
 MC0935.The modeled gravity was interpolated from observed gravity values.
 MC0935
 MC0935;                    North         East    Units  Estimated Accuracy
 MC0935;SPC OH N     -   191,280.      595,960.      MT  (+/- 180 meters Scaled)
 MC0935
 MC0935                          SUPERSEDED SURVEY CONTROL
 MC0935
 MC0935  NGVD 29 (06/03/92)  186.072  (m)          610.47   (f) ADJUSTED    1 2
 MC0935
 MC0935.Superseded values are not recommended for survey control.
 MC0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0935.See file dsdata.txt to determine how the superseded data were derived.
 MC0935
 MC0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF705831(NAD 83)
 MC0935_MARKER: DZ = AZIMUTH MARK DISK
 MC0935_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0935_SP_SET: DRILL HOLE IN BRIDGE ABUTMENT
 MC0935_STAMPING: HURON 1956
 MC0935_MARK LOGO: CGS   
 MC0935_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0935+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 MC0935
 MC0935  HISTORY     - Date     Condition        Report By
 MC0935  HISTORY     - 1956     MONUMENTED       CGS
 MC0935  HISTORY     - 1980     GOOD             NGS
 MC0935  HISTORY     - 19841019 GOOD             NGS
 MC0935  HISTORY     - 20040818 GOOD             OHDT
 MC0935
 MC0935                          STATION DESCRIPTION
 MC0935
 MC0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0935'IN HURON.
 MC0935'IN HURON, 0.32 KILOMETERS (0.20 MILES) EAST OF THE EAST END OF THE
 MC0935'HIGHWAY 6 AND 2 BRIDGE OVER THE HURON RIVER, SET ATOP THE MOST
 MC0935'EASTERLY CONCRETE PILASTER ON THE SOUTH SIDE OF THE HIGHWAY 6 AND 2
 MC0935'BRIDGE OVER THE HURON RIVER.
 MC0935'THE MARK IS 1.0 M ABOVE HIGHWAY.
 MC0935
 MC0935                          STATION RECOVERY (1984)
 MC0935
 MC0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 MC0935'THE STATION IS LOCATED AT THE EAST EDGE OF HURON IN THE SOUTH END OF
 MC0935'THE EAST ABUTMENT OF THE U S HIGHWAY 6 AND STATE HIGHWAY 2 BRIDGE OVER
 MC0935'THE NORFOLK AND WESTERN RAILROAD AND IS ABOUT 1.1 METER (3.6 FT) ABOVE
 MC0935'THE LEVEL OF THE ROAD.  THE STATION MARK IS A STANDARD NGS AZIMUTH
 MC0935'MARK DISK STAMPED---HURON 1956---AND CEMENTED IN A DRILL HOLE IN THE
 MC0935'CONCRETE.  FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION OF STATION
 MC0935'HURON.
 MC0935
 MC0935                          STATION RECOVERY (2004)
 MC0935
 MC0935'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1120 ***********************************************************************
 MC1120  DESIGNATION -  HURON E STATES FARMERS EXCH TK
 MC1120  PID         -  MC1120
 MC1120  STATE/COUNTY-  OH/ERIE
 MC1120  USGS QUAD   -  HURON (1979)
 MC1120
 MC1120                         *CURRENT SURVEY CONTROL
 MC1120  ___________________________________________________________________
 MC1120* NAD 83(1995)-  41 23 27.85131(N)    082 33 08.05208(W)     ADJUSTED  
 MC1120* NAVD 88     -                                                        
 MC1120  ___________________________________________________________________
 MC1120  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 MC1120  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 MC1120
 MC1120  HORZ ORDER  -  THIRD
 MC1120
 MC1120.The horizontal coordinates were established by classical geodetic methods
 MC1120.and adjusted by the National Geodetic Survey in April 1998..
 MC1120
 MC1120
 MC1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1120
 MC1120.The geoid height was determined by GEOID03.
 MC1120
 MC1120;                    North         East     Units Scale Factor Converg.
 MC1120;SPC OH N     -   191,491.255   595,631.333   MT  0.99995503   -0 02 03.5
 MC1120;UTM  17      - 4,583,333.452   370,227.141   MT  0.99980726   -1 01 35.3
 MC1120
 MC1120                          SUPERSEDED SURVEY CONTROL
 MC1120
 MC1120  NAD 83(1995)-  41 23 27.85564(N)    082 33 08.06412(W) AD(       ) 4
 MC1120  NAD 83(1986)-  41 23 27.85994(N)    082 33 08.06614(W) AD(       ) 4
 MC1120  NAD 27      -  41 23 27.66946(N)    082 33 08.43328(W) AD(       ) 3
 MC1120
 MC1120.Superseded values are not recommended for survey control.
 MC1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1120.See file dsdata.txt to determine how the superseded data were derived.
 MC1120
 MC1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF7022783333(NAD 83)
 MC1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1120+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2003
 MC1120
 MC1120  HISTORY     - Date     Condition        Report By
 MC1120  HISTORY     - 1956     MONUMENTED       CGS
 MC1120  HISTORY     - 20030928 GOOD             USPSQD
 MC1120
 MC1120                          STATION DESCRIPTION
 MC1120
 MC1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1120'STATION IS LOCATED IN THE EAST PART OF HURON, JUST EAST OF THE
 MC1120'HURON RIVER AND
 MC1120'JUST NORTH OF U.S. HIGHWAY 6.  STATION IS OF STEEL CONSTRUCTION WITH
 MC1120'FOUR LEGS, ABOUT 180 FEET TALL AND
 MC1120'PAINTED SILVER.
 MC1120'
 MC1120'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP THE TANK.
 MC1120
 MC1120                          STATION RECOVERY (2003)
 MC1120
 MC1120'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 MC1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1624 ***********************************************************************
 MC1624  DESIGNATION -  HURON RESET
 MC1624  PID         -  MC1624
 MC1624  STATE/COUNTY-  OH/ERIE
 MC1624  USGS QUAD   -  HURON (1979)
 MC1624
 MC1624                         *CURRENT SURVEY CONTROL
 MC1624  ___________________________________________________________________
 MC1624* NAD 83(1986)-  41 23 24.     (N)    082 33 20.     (W)     SCALED    
 MC1624* NAVD 88     -       181.79   (meters)     596.4    (feet)  RESET     
 MC1624  ___________________________________________________________________
 MC1624  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 MC1624
 MC1624  VERT ORDER  -  THIRD
 MC1624
 MC1624.The horizontal coordinates were scaled from a topographic map and have
 MC1624.an estimated accuracy of +/- 6 seconds.
 MC1624
 MC1624.The orthometric height was computed from unverified reset data.
 MC1624.No vertical observational check was made to the station.
 MC1624
 MC1624.The geoid height was determined by GEOID03.
 MC1624
 MC1624;                    North         East    Units  Estimated Accuracy
 MC1624;SPC OH N     -   191,370.      595,350.      MT  (+/- 180 meters Scaled)
 MC1624
 MC1624                          SUPERSEDED SURVEY CONTROL
 MC1624
 MC1624.No superseded survey control is available for this station.
 MC1624
 MC1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF699832(NAD 83)
 MC1624_MARKER: DV = VERTICAL CONTROL DISK
 MC1624_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MC1624+WITH SETTING: PAVEMENT
 MC1624_SP_SET: DRILL HOLE IN CONCRETE ISLAND
 MC1624_STAMPING: HURON 1956 1984
 MC1624_MARK LOGO: NGS   
 MC1624_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1624
 MC1624  HISTORY     - Date     Condition        Report By
 MC1624  HISTORY     - 1984     MONUMENTED       NGS
 MC1624  HISTORY     - 19841019 GOOD             NGS
 MC1624  HISTORY     - 20040818 MARK NOT FOUND   OHDT
 MC1624
 MC1624                          STATION DESCRIPTION
 MC1624
 MC1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MC1624'AT THE EAST EDGE OF HURON, 45.7 M (149.9 FT) WEST OF THE WEST END OF
 MC1624'THE US HIGHWAY 6 AND STATE HIGHWAY 2 BRIDGE OVET THE HURON RIVER,
 MC1624'14.6 M (47.9 FT) SOUTH OF A METAL LIGHT POLE, 7.9 M (25.9 FT) EAST OF
 MC1624'THE WEST END OF THE ISLAND, 4.3 M (14.1 FT) NORTH OF THE SOUTH EDGE
 MC1624'OF THE ISLAND AND SET FLUSH IN THE ISLAND AT THE CENTERLINE OF THE
 MC1624'HIGHWAY.
 MC1624
 MC1624                          STATION RECOVERY (1984)
 MC1624
 MC1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 MC1624'THE AZIMUTH MARK AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 MC1624'CONDITION.  THE STATION MARK AND REFERENCE MARK 1 WERE DESTROYED BY
 MC1624'ROAD CONSTRUCTION.  THE UNDERGROUND MARK IS REPORTED (BY HIGH DEPT) TO
 MC1624'REMAIN INTACT UNDER A 47 CM (18 INCH) THICK CONCRETE ISLAND BUT IT
 MC1624'COULD NOT BE RECOVERED.  A NEW SURFACE STATION MARK WAS SET FROM
 MC1624'REFERENCE MEASUREMENTS AND ALL DISTANCES AND DIRECTIONS CHECKED WITH
 MC1624'THE ORIGINAL DATA.  REFERENCE MARK 4 WAS ESTABLISHED.  A NEW
 MC1624'DESCRIPTION FOLLOWS.
 MC1624'THE STATION IS LOCATED AT THE EAST EDGE OF HURON, JUST WEST OF THE U.S
 MC1624'HIGHWAY 6 AND STATE HIGHWAY 2 BRIDGE OVER THE HURON RIVER, IN A
 MC1624'CONCRETE ISLAND IN THE MIDDLE OF THE HIGHWAY.
 MC1624'THE STATION IS A STANDARD NGS DISK STAMPED---HURON 1956 1984---, SET
 MC1624'FLUSH IN A DRILL HOLE IN A 0.46 METER (1.51 FT) THICK CONCRETE TRAFFIC
 MC1624'ISLAND.  THE STATION IS LOCATED 45.7 METERS (149.9 FT) WEST FROM THE
 MC1624'WEST END OF THE BRIDGE, 14.6 METERS (47.9 FT) SOUTH FROM A METAL LIGHT
 MC1624'POLE, 7.9 METERS (25.9 FT) EAST FROM THE WEST END OF THE ISLAND, 5.0
 MC1624'METERS (16.4 FT) SOUTH FROM THE NORTH EDGE OF THE ISLAND, 4.3 METERS
 MC1624'(14.1 FT) NORTH FROM THE SOUTH EDGE OF THE ISLAND.
 MC1624'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED---HURON 1956 NO 3
 MC1624'1970---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25
 MC1624'CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  THE
 MC1624'STATION IS LOCATED 9.5 METERS (31.2 FT) SOUTHWEST FROM A METAL LIGHT
 MC1624'POLE, 2.4 METERS (7.9 FT) EAST-NORTHEAST FROM UTILITY POLE NUMBER 50,
 MC1624'0.25 METERS (0.82 FT) NORTH FROM A METAL WITNESS POST.
 MC1624'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED---HURON 1956 NO 4
 MC1624'1984---, SET FLUSH IN A DRILL HOLE IN A 0.46 METER (1.51 FT) THICK
 MC1624'CONCRETE TRAFFIC ISLAND.  THE STATION IS LOCATED 38.4 METERS (126.0
 MC1624'FT) WEST FROM THE WEST END OF THE BRIDGE, 15.2 METERS (49.9 FT) EAST
 MC1624'FROM THE WEST END OF THE ISLAND, 0.6 METERS (2.0 FT) NORTH FROM THE
 MC1624'SOUTH END OF THE ISLAND.
 MC1624'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED---HURON 1956---, SET
 MC1624'FLUSH IN TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE STATE ROUTE
 MC1624'2 BRIDGE OVER THE NORFOLK AND WESTERN RAILROAD AND 1.1 METERS (3.6 FT)
 MC1624'ABOVE THE ROAD. TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.6 KM
 MC1624'(0.35 MI) EAST ON STATE ROUTE 2 AND U S HIGHWAY 6 TO THE EAST END OF
 MC1624'THE BRIDGE OVER THE RAILROAD.
 MC1624
 MC1624                          STATION RECOVERY (2004)
 MC1624
 MC1624'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1624'CONCRETE ISLAND MAY HAVE BEEN REPLACED. FOUND TWO OHDT DISTRICT 3
 MC1624'DISKS IN AREA (NO STAMPING)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0936 ***********************************************************************
 MC0936  DESIGNATION -  HURON RM 3
 MC0936  PID         -  MC0936
 MC0936  STATE/COUNTY-  OH/ERIE
 MC0936  USGS QUAD   -  HURON (1979)
 MC0936
 MC0936                         *CURRENT SURVEY CONTROL
 MC0936  ___________________________________________________________________
 MC0936* NAD 83(1986)-  41 23 24.     (N)    082 33 21.     (W)     SCALED    
 MC0936* NAVD 88     -       181.826  (meters)     596.54   (feet)  ADJUSTED  
 MC0936  ___________________________________________________________________
 MC0936  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 MC0936  DYNAMIC HT  -         181.751 (meters)     596.29  (feet)  COMP
 MC0936  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 MC0936
 MC0936  VERT ORDER  -  FIRST     CLASS II
 MC0936
 MC0936.The horizontal coordinates were scaled from a topographic map and have
 MC0936.an estimated accuracy of +/- 6 seconds.
 MC0936
 MC0936.The orthometric height was determined by differential leveling
 MC0936.and adjusted by the National Geodetic Survey in June 1991..
 MC0936
 MC0936.The geoid height was determined by GEOID03.
 MC0936
 MC0936.The dynamic height is computed by dividing the NAVD 88
 MC0936.geopotential number by the normal gravity value computed on the
 MC0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0936.degrees latitude (g = 980.6199 gals.).
 MC0936
 MC0936.The modeled gravity was interpolated from observed gravity values.
 MC0936
 MC0936;                    North         East    Units  Estimated Accuracy
 MC0936;SPC OH N     -   191,370.      595,330.      MT  (+/- 180 meters Scaled)
 MC0936
 MC0936                          SUPERSEDED SURVEY CONTROL
 MC0936
 MC0936  NGVD 29 (06/03/92)  182.054  (m)          597.29   (f) ADJUSTED    1 2
 MC0936
 MC0936.Superseded values are not recommended for survey control.
 MC0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0936.See file dsdata.txt to determine how the superseded data were derived.
 MC0936
 MC0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF699832(NAD 83)
 MC0936_MARKER: DR = REFERENCE MARK DISK
 MC0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0936_SP_SET: CONCRETE POST
 MC0936_STAMPING: HURON 1956 NO 3 1970
 MC0936_MARK LOGO: NGS   
 MC0936_PROJECTION: PROJECTING 8 CENTIMETERS
 MC0936_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0936+STABILITY: SURFACE MOTION
 MC0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0936+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 MC0936
 MC0936  HISTORY     - Date     Condition        Report By
 MC0936  HISTORY     - 1970     MONUMENTED       NGS
 MC0936  HISTORY     - 1980     GOOD             NGS
 MC0936  HISTORY     - 19841011 GOOD             NGS
 MC0936  HISTORY     - 20040818 GOOD             OHDT
 MC0936
 MC0936                          STATION DESCRIPTION
 MC0936
 MC0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0936'IN HURON.
 MC0936'THE MARK IS 0.5 M BELOW HIGHWAY.
 MC0936'IN HURON, NEAR THE WEST END OF THE US HIGHWAY 6 AND STATE HIGHWAY 2
 MC0936'BRIDGE OVER THE HURON RIVER, SET IN THE GRASSY AREA ON THE SOUTH SIDE
 MC0936'OF THE EASTBOUND LANES OF THE HIGHWAY, 13.8 METERS (45 FEET) EAST OF
 MC0936'THE CENTER OF A DRIVEWAY LEADING TO THE ERIE TIRE COMPANY, 19.1 METERS
 MC0936'(62.8 FEET) SOUTH OF STATION MARK HURON, 9.1 METERS (30.0 FEET)
 MC0936'SOUTHWEST OF A METAL LIGHT POLE, 2.1 METERS (7.0 FEET) NORTHEAST OF A
 MC0936'POWER POLE, 2.7 METERS (9.0 FEET) SOUTH OF THE SOUTH EDGE OF A
 MC0936'SIDEWALK.
 MC0936'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MC0936
 MC0936                          STATION RECOVERY (1984)
 MC0936
 MC0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MC0936'AT THE EAST EDGE OF HURON, 39 M (128.0 FT) WEST OF THE WEST END OF
 MC0936'THE US HIGHWAY 6 AND STATE HIGHWAY 2 BRIDGE OVER THE HURON RIVER,
 MC0936'19.4 M (63.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 2.4 M
 MC0936'(7.9 FT) EAST-NORTHEAST OF UTILITY POLE NUMBER 50.
 MC0936
 MC0936                          STATION RECOVERY (2004)
 MC0936
 MC0936'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1625 ***********************************************************************
 MC1625  DESIGNATION -  HURON RM 4
 MC1625  PID         -  MC1625
 MC1625  STATE/COUNTY-  OH/ERIE
 MC1625  USGS QUAD   -  HURON (1979)
 MC1625
 MC1625                         *CURRENT SURVEY CONTROL
 MC1625  ___________________________________________________________________
 MC1625* NAD 83(1986)-  41 23 24.     (N)    082 33 20.     (W)     SCALED    
 MC1625* NAVD 88     -       181.80   (meters)     596.5    (feet)  RESET     
 MC1625  ___________________________________________________________________
 MC1625  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 MC1625
 MC1625  VERT ORDER  -  THIRD
 MC1625
 MC1625.The horizontal coordinates were scaled from a topographic map and have
 MC1625.an estimated accuracy of +/- 6 seconds.
 MC1625
 MC1625.The orthometric height was computed from unverified reset data.
 MC1625.No vertical observational check was made to the station.
 MC1625
 MC1625.The geoid height was determined by GEOID03.
 MC1625
 MC1625;                    North         East    Units  Estimated Accuracy
 MC1625;SPC OH N     -   191,370.      595,350.      MT  (+/- 180 meters Scaled)
 MC1625
 MC1625                          SUPERSEDED SURVEY CONTROL
 MC1625
 MC1625.No superseded survey control is available for this station.
 MC1625
 MC1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF699832(NAD 83)
 MC1625_MARKER: DR = REFERENCE MARK DISK
 MC1625_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MC1625+WITH SETTING: PAVEMENT
 MC1625_SP_SET: DRILL HOLE IN CONCRETE ISLAND
 MC1625_STAMPING: HURON 1956 NO 4 1984
 MC1625_MARK LOGO: NGS   
 MC1625_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1625
 MC1625  HISTORY     - Date     Condition        Report By
 MC1625  HISTORY     - 1984     MONUMENTED       NGS
 MC1625  HISTORY     - 19840621 GOOD             NGS
 MC1625  HISTORY     - 20040818 MARK NOT FOUND   OHDT
 MC1625
 MC1625                          STATION DESCRIPTION
 MC1625
 MC1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MC1625'AT THE EAST EDGE OF HURON IN THE MIDDLE OF US HIGHWAY 6 AND STATE
 MC1625'HIGHWAY 2, 38.4 M (126.0 FT) WEST OF THE WEST END OF THE BRIDGE OVER
 MC1625'THE HURON RIVER, 15.2 M (49.9 FT) EAST OF THE WEST END OF THE ISLAND
 MC1625'AND 0.6 M (2.0 FT) NORTH OF THE SOUTH EDGE OF THE ISLAND.
 MC1625
 MC1625                          STATION RECOVERY (1984)
 MC1625
 MC1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 MC1625'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED---HURON 1956 NO 4
 MC1625'1984---, SET FLUSH IN A DRILL HOLE IN A 0.46 METER (1.51 FT) THICK
 MC1625'CONCRETE TRAFFIC ISLAND.  THE STATION IS LOCATED 38.4 METERS (126.0
 MC1625'FT) WEST FROM THE WEST END OF THE BRIDGE, 15.2 METERS (49.9 FT) EAST
 MC1625'FROM THE WEST END OF THE ISLAND, 0.6 METERS (2.0 FT) NORTH FROM THE
 MC1625'SOUTH END OF THE ISLAND.
 MC1625
 MC1625                          STATION RECOVERY (2004)
 MC1625
 MC1625'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1625'CONCRETE ISLAND MAY HAVE BEEN REPLACED. FOUND TWO OHDT DISTRICT 3
 MC1625'DISKS IN AREA (NO STAMPING)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1773 ***********************************************************************
 JY1773  DESIGNATION -  HUSSEY
 JY1773  PID         -  JY1773
 JY1773  STATE/COUNTY-  OH/GREENE
 JY1773  USGS QUAD   -  PORT WILLIAM (1981)
 JY1773
 JY1773                         *CURRENT SURVEY CONTROL
 JY1773  ___________________________________________________________________
 JY1773* NAD 83(1995)-  39 35 29.55459(N)    083 48 45.16957(W)     ADJUSTED  
 JY1773* NAVD 88     -       312.5    (meters)    1025.     (feet)  GPS OBS   
 JY1773  ___________________________________________________________________
 JY1773  X           -     530,495.894 (meters)                     COMP
 JY1773  Y           -  -4,893,277.833 (meters)                     COMP
 JY1773  Z           -   4,043,319.044 (meters)                     COMP
 JY1773  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 JY1773  ELLIP HEIGHT-         279.58  (meters)          (10/07/05) GPS OBS
 JY1773  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JY1773
 JY1773  HORZ ORDER  -  FIRST
 JY1773  ELLP ORDER  -  FOURTH    CLASS I
 JY1773
 JY1773.The horizontal coordinates were established by GPS observations
 JY1773.and adjusted by the National Geodetic Survey in April 1998..
 JY1773
 JY1773.The orthometric height was determined by GPS observations and a
 JY1773.high-resolution geoid model.
 JY1773
 JY1773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1773
 JY1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1773
 JY1773.The ellipsoidal height was determined by GPS observations
 JY1773.and is referenced to NAD 83.
 JY1773
 JY1773.The geoid height was determined by GEOID03.
 JY1773
 JY1773;                    North         East     Units Scale Factor Converg.
 JY1773;SPC OH S     -   177,502.658   487,262.040   MT  0.99994243   -0 49 58.2
 JY1773;UTM  17      - 4,386,203.675   258,479.099   MT  1.00031824   -1 47 36.0
 JY1773
 JY1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1773!SPC OH S     -   0.99995614  x   0.99994243  =   0.99989857
 JY1773!UTM  17      -   0.99995614  x   1.00031824  =   1.00027437
 JY1773
 JY1773|---------------------------------------------------------------------|
 JY1773| PID    Reference Object                     Distance      Geod. Az  |
 JY1773|                                                           dddmmss.s |
 JY1773| JY1774 HUSSEY AZ MK                        351.708 METERS 02748     |
 JY1773|---------------------------------------------------------------------|
 JY1773
 JY1773                          SUPERSEDED SURVEY CONTROL
 JY1773
 JY1773  ELLIP H (04/01/98)  279.64   (m)                       GP(       ) 4 1
 JY1773  NAD 83(1986)-  39 35 29.56057(N)    083 48 45.17756(W) AD(       ) 1
 JY1773
 JY1773.Superseded values are not recommended for survey control.
 JY1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1773.See file dsdata.txt to determine how the superseded data were derived.
 JY1773
 JY1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5847986204(NAD 83)
 JY1773_MARKER: DD = SURVEY DISK
 JY1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1773_SP_SET: CONCRETE POST
 JY1773_STAMPING: HUSSEY
 JY1773_MARK LOGO: OH-057
 JY1773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1773+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JY1773
 JY1773  HISTORY     - Date     Condition        Report By
 JY1773  HISTORY     - 1992     MONUMENTED       GRWAS
 JY1773
 JY1773                          STATION DESCRIPTION
 JY1773
 JY1773'DESCRIBED BY GRW AERIAL SURVEY 1992
 JY1773'FROM THE JUNCTION OF U.S. ROUTE 35 AND U.S. ROUTE 68 IN XENIA GO
 JY1773'SOUTHEAST ON U.S. ROUTE 68 5.6 MILES TO THE JUNCTION OF COUNTY ROAD
 JY1773'C-91 (WAYNESVILLE-JAMESTOWN ROAD), GO LEFT ON WAYNESVILLE-JAMESTOWN
 JY1773'ROAD 0.40 MI (0.64 KM) TO Y INTERSECTION, GO RIGHT ON HUSSEY ROAD
 JY1773'4.1 MILES TO THE JUNCTION OF PAINTERSVILLE-NEW JASPER ROAD, GO RIGHT
 JY1773'ON PAINTERSVILLE-NEW JASPER ROAD APPROX 0.07 MI (0.11 KM) TO THE
 JY1773'STATION ON THE RIGHT.
 JY1773'STATION IS LOCATED ON COUNTY ROAD C-58 (PAINTERSVILLE-NEW JASPER ROAD)
 JY1773'354 FT (107.90 M) SOUTH OF THE JUNCTION OF PAINTERSVILLE-NEW JASPER
 JY1773'ROAD AND COUNTY ROAD C-34 (HUSSEY ROAD), 20.5 FT (6.25 M) LEFT NORTH
 JY1773'OF AN ELECTRIC POLE (NO65K), 141.5 FT (43.13 M) NORTHWEST OF AN
 JY1773'ELECTRIC POLE (NO 473942), AND 115 FT (35.05 M) SOUTH OF AN ELECTRIC
 JY1773'POLE (NO 473941).
 JY1773'MONUMENT IS SET APPROX 12 IN BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1774 ***********************************************************************
 JY1774  DESIGNATION -  HUSSEY AZ MK
 JY1774  PID         -  JY1774
 JY1774  STATE/COUNTY-  OH/GREENE
 JY1774  USGS QUAD   -  PORT WILLIAM (1981)
 JY1774
 JY1774                         *CURRENT SURVEY CONTROL
 JY1774  ___________________________________________________________________
 JY1774* NAD 83(1995)-  39 35 39.64304(N)    083 48 38.29675(W)     ADJUSTED  
 JY1774* NAVD 88     -       312.5    (meters)    1025.     (feet)  GPS OBS   
 JY1774  ___________________________________________________________________
 JY1774  X           -     530,637.559 (meters)                     COMP
 JY1774  Y           -  -4,893,063.006 (meters)                     COMP
 JY1774  Z           -   4,043,558.814 (meters)                     COMP
 JY1774  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 JY1774  ELLIP HEIGHT-         279.58  (meters)          (10/07/05) GPS OBS
 JY1774  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JY1774
 JY1774  HORZ ORDER  -  FIRST
 JY1774  ELLP ORDER  -  FOURTH    CLASS I
 JY1774
 JY1774.The horizontal coordinates were established by GPS observations
 JY1774.and adjusted by the National Geodetic Survey in April 1998..
 JY1774
 JY1774.The orthometric height was determined by GPS observations and a
 JY1774.high-resolution geoid model.
 JY1774
 JY1774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY1774
 JY1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1774
 JY1774.The ellipsoidal height was determined by GPS observations
 JY1774.and is referenced to NAD 83.
 JY1774
 JY1774.The geoid height was determined by GEOID03.
 JY1774
 JY1774;                    North         East     Units Scale Factor Converg.
 JY1774;SPC OH S     -   177,811.361   487,430.523   MT  0.99994260   -0 49 53.9
 JY1774;UTM  17      - 4,386,509.625   258,652.799   MT  1.00031720   -1 47 32.0
 JY1774
 JY1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1774!SPC OH S     -   0.99995614  x   0.99994260  =   0.99989874
 JY1774!UTM  17      -   0.99995614  x   1.00031720  =   1.00027333
 JY1774
 JY1774|---------------------------------------------------------------------|
 JY1774| PID    Reference Object                     Distance      Geod. Az  |
 JY1774|                                                           dddmmss.s |
 JY1774| JY1773 HUSSEY                              351.708 METERS 20748     |
 JY1774|---------------------------------------------------------------------|
 JY1774
 JY1774                          SUPERSEDED SURVEY CONTROL
 JY1774
 JY1774  ELLIP H (04/01/98)  279.65   (m)                       GP(       ) 4 1
 JY1774  NAD 83(1986)-  39 35 39.64903(N)    083 48 38.30474(W) AD(       ) 1
 JY1774
 JY1774.Superseded values are not recommended for survey control.
 JY1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1774.See file dsdata.txt to determine how the superseded data were derived.
 JY1774
 JY1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5865386510(NAD 83)
 JY1774_MARKER: DD = SURVEY DISK
 JY1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1774_SP_SET: CONCRETE POST
 JY1774_STAMPING: HUSSEY AZI
 JY1774_MARK LOGO: OH-057
 JY1774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JY1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1774+STABILITY: SURFACE MOTION
 JY1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY1774+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JY1774
 JY1774  HISTORY     - Date     Condition        Report By
 JY1774  HISTORY     - 1992     MONUMENTED       GRWAS
 JY1774
 JY1774                          STATION DESCRIPTION
 JY1774
 JY1774'DESCRIBED BY GRW AERIAL SURVEY 1992
 JY1774'AZIMUTH MARK IS APPROX. 0.20 MI (0.32 KM) NORTH OF THE STATION. APPROX
 JY1774'700 FT (213.36 M) NORTH OF THE CENTERLINE OF HUSSEY ROAD, 22.50 FT
 JY1774'(6.86 M) RIGHT WEST OF THE NORTH/SOUTH FENCE, 272 FT (82.91 M) SOUTH
 JY1774'OF CULVERT NO 0.84, AND 120 FT (36.58 M) NORTH OF A 12 IN DIA WOOD
 JY1774'FENCE POST.
 JY1774'MONUMENT IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0498 ***********************************************************************
 MC0498  DESIGNATION -  I 1
 MC0498  PID         -  MC0498
 MC0498  STATE/COUNTY-  OH/HENRY
 MC0498  USGS QUAD   -  DESHLER (1977)
 MC0498
 MC0498                         *CURRENT SURVEY CONTROL
 MC0498  ___________________________________________________________________
 MC0498* NAD 83(1986)-  41 12 25.     (N)    083 54 04.     (W)     SCALED    
 MC0498* NAVD 88     -       216.987  (meters)     711.90   (feet)  POSTED    
 MC0498  ___________________________________________________________________
 MC0498  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 MC0498  DYNAMIC HT  -         216.890 (meters)     711.58  (feet)  COMP
 MC0498  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 MC0498
 MC0498  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MC0498
 MC0498.The horizontal coordinates were scaled from a topographic map and have
 MC0498.an estimated accuracy of +/- 6 seconds.
 MC0498
 MC0498.The orthometric height was determined by differential leveling
 MC0498.and adjusted by the National Geodetic Survey in 1992..
 MC0498.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MC0498.rate of 3.1 thru 4.0 mm/km.
 MC0498
 MC0498.The geoid height was determined by GEOID03.
 MC0498
 MC0498.The dynamic height is computed by dividing the NAVD 88
 MC0498.geopotential number by the normal gravity value computed on the
 MC0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0498.degrees latitude (g = 980.6199 gals.).
 MC0498
 MC0498.The modeled gravity was interpolated from observed gravity values.
 MC0498
 MC0498;                    North         East    Units  Estimated Accuracy
 MC0498;SPC OH N     -   171,990.      482,500.      MT  (+/- 180 meters Scaled)
 MC0498
 MC0498                          SUPERSEDED SURVEY CONTROL
 MC0498
 MC0498.No superseded survey control is available for this station.
 MC0498
 MC0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF567657(NAD 83)
 MC0498_MARKER: Z = SEE DESCRIPTION
 MC0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0498_SP_SET: BUILDING
 MC0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0498
 MC0498  HISTORY     - Date     Condition        Report By
 MC0498  HISTORY     - UNK      MONUMENTED       CGS
 MC0498  HISTORY     - 1954     POOR             NGS
 MC0498  HISTORY     - 1968     SEE DESCRIPTION  NGS
 MC0498  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC0498
 MC0498                          STATION DESCRIPTION
 MC0498
 MC0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MC0498'AT DESHLER.
 MC0498'AT DESHLER, HENRY COUNTY, 175 FEET EAST OF THE BALTIMORE AND
 MC0498'OHIO RAILROAD, ON THE NORTH SIDE OF MAIN STREET, AT A FORMER
 MC0498'BANK BUILDING, UNDER THE WINDOW WEST OF THE ENTRANCE, AND ON
 MC0498'THE WEST END OF THE BASE STONE.  THE BOTTOM OF A SQUARE HOLE,
 MC0498'SURROUNDED BY THE LETTERS USC AND GS.  NO ACCURATE ELEVATION
 MC0498'AVAILABLE.  NOTE-- THE MARK WAS FOUND AT THE DESCRIBED LOCATION
 MC0498'BUT A GLASS FRONT HAS BEEN ADDED TO THE BUILDING AND COVERS
 MC0498'THE MARK EXCEPT FOR ABOUT 1/8-INCH.  THE LETTERING AND G S IS
 MC0498'STILL VISIBLE ON THE SILL.  NOTE-- REPORTED INACCESSIBLE.
 MC0498
 MC0498                          STATION RECOVERY (1968)
 MC0498
 MC0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MC0498'RECOVERED AS DESCRIBED.
 MC0498
 MC0498                          STATION RECOVERY (1984)
 MC0498
 MC0498'RECOVERY NOTE BY US POWER SQUADRON 1984
 MC0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0562 ***********************************************************************
 MC0562  DESIGNATION -  I 6
 MC0562  PID         -  MC0562
 MC0562  STATE/COUNTY-  OH/WOOD
 MC0562  USGS QUAD   -  NORTH BALTIMORE (1977)
 MC0562
 MC0562                         *CURRENT SURVEY CONTROL
 MC0562  ___________________________________________________________________
 MC0562* NAD 83(1986)-  41 10 41.     (N)    083 38 38.     (W)     SCALED    
 MC0562* NAVD 88     -       221.417  (meters)     726.43   (feet)  ADJUSTED  
 MC0562  ___________________________________________________________________
 MC0562  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC0562  DYNAMIC HT  -         221.317 (meters)     726.10  (feet)  COMP
 MC0562  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 MC0562
 MC0562  VERT ORDER  -  FIRST     CLASS I
 MC0562
 MC0562.The horizontal coordinates were scaled from a topographic map and have
 MC0562.an estimated accuracy of +/- 6 seconds.
 MC0562
 MC0562.The orthometric height was determined by differential leveling
 MC0562.and adjusted by the National Geodetic Survey in June 1991..
 MC0562
 MC0562.The geoid height was determined by GEOID03.
 MC0562
 MC0562.The dynamic height is computed by dividing the NAVD 88
 MC0562.geopotential number by the normal gravity value computed on the
 MC0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0562.degrees latitude (g = 980.6199 gals.).
 MC0562
 MC0562.The modeled gravity was interpolated from observed gravity values.
 MC0562
 MC0562;                    North         East    Units  Estimated Accuracy
 MC0562;SPC OH N     -   168,460.      504,030.      MT  (+/- 180 meters Scaled)
 MC0562
 MC0562                          SUPERSEDED SURVEY CONTROL
 MC0562
 MC0562  NGVD 29 (??/??/92)  221.604  (m)          727.05   (f) ADJ UNCH    1 1
 MC0562
 MC0562.Superseded values are not recommended for survey control.
 MC0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0562.See file dsdata.txt to determine how the superseded data were derived.
 MC0562
 MC0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF782618(NAD 83)
 MC0562_MARKER: H = DRILL HOLE
 MC0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0562_SP_SET: ABUTMENT
 MC0562_STAMPING: USBM
 MC0562_MARK LOGO: CGS   
 MC0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0562
 MC0562  HISTORY     - Date     Condition        Report By
 MC0562  HISTORY     - UNK      MONUMENTED       CGS
 MC0562  HISTORY     - 1968     GOOD             CGS
 MC0562  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 MC0562
 MC0562                          STATION DESCRIPTION
 MC0562
 MC0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0562'1.8 MI E FROM NORTH BALTIMORE.
 MC0562'ABOUT 1.8 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0562'THE STATION AT NORTH BALTIMORE, ABOUT 9 1/2 RAILS EAST OF THE
 MC0562'CROSSING OF THE PENN CENTRAL RAILROAD AT GALATEA, ON THE TOP AND
 MC0562'ABOUT IN THE CENTER OF THE TOP STONE TO THE NORTH END OF THE WEST
 MC0562'ABUTMENT FOR A 10-FOOT BRIDGE OVER A SMALL STREAM, 21.8 FEET
 MC0562'NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, 0.7 FOOT SOUTH
 MC0562'OF THE NORTH END OF THE STONE AND 4 FEET BELOW THE LEVEL OF THE
 MC0562'TRACK.  SEC 31, T3N, R11E.  NOTE-- THE LETTER U S B M ARE CUT
 MC0562'IN THE STONE AROUND THE HOLE.
 MC0562
 MC0562                          STATION RECOVERY (1983)
 MC0562
 MC0562'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2275 ***********************************************************************
 JX2275  SACS        -  This is a Secondary Airport Control Station.
 JX2275  DESIGNATION -  I10 A
 JX2275  PID         -  JX2275
 JX2275  STATE/COUNTY-  OH/NOBLE
 JX2275  USGS QUAD   -  CALDWELL NORTH (1994)
 JX2275
 JX2275                         *CURRENT SURVEY CONTROL
 JX2275  ___________________________________________________________________
 JX2275* NAD 83(1995)-  39 48 01.46490(N)    081 32 11.04912(W)     ADJUSTED  
 JX2275* NAVD 88     -       266.52   (meters)     874.4    (feet)  GPS OBS   
 JX2275  ___________________________________________________________________
 JX2275  X           -     722,232.207 (meters)                     COMP
 JX2275  Y           -  -4,853,661.223 (meters)                     COMP
 JX2275  Z           -   4,061,133.014 (meters)                     COMP
 JX2275  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 JX2275  ELLIP HEIGHT-         232.47  (meters)          (10/07/05) GPS OBS
 JX2275  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JX2275
 JX2275  HORZ ORDER  -  FIRST
 JX2275  ELLP ORDER  -  FOURTH    CLASS II
 JX2275
 JX2275.This mark is at Noble County Airport (I10)
 JX2275
 JX2275.The horizontal coordinates were established by GPS observations
 JX2275.and adjusted by the National Geodetic Survey in July 1997..
 JX2275
 JX2275.The orthometric height was determined by GPS observations and a
 JX2275.high-resolution geoid model.
 JX2275
 JX2275.GPS derived orthometric heights for airport stations designated as
 JX2275.PACS or SACS are published to 2 decimal places.  This maintains
 JX2275.centimeter relative accuracy between the PACS and SACS.  It does
 JX2275.not indicate centimeter accuracy relative to other marks which are
 JX2275.part of the NAVD 88 network.
 JX2275
 JX2275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX2275
 JX2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2275
 JX2275.The ellipsoidal height was determined by GPS observations
 JX2275.and is referenced to NAD 83.
 JX2275
 JX2275.The geoid height was determined by GEOID03.
 JX2275
 JX2275;                    North         East     Units Scale Factor Converg.
 JX2275;SPC OH S     -   200,312.364   682,519.695   MT  0.99996222   +0 36 41.1
 JX2275;UTM  17      - 4,405,742.318   454,079.687   MT  0.99962596   -0 20 36.1
 JX2275
 JX2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2275!SPC OH S     -   0.99996353  x   0.99996222  =   0.99992575
 JX2275!UTM  17      -   0.99996353  x   0.99962596  =   0.99958950
 JX2275
 JX2275:                Primary Azimuth Mark                     Grid Az
 JX2275:SPC OH S     -  I10 B                                    038 43 46.1
 JX2275:UTM  17      -  I10 B                                    039 41 03.3
 JX2275
 JX2275|---------------------------------------------------------------------|
 JX2275| PID    Reference Object                     Distance      Geod. Az  |
 JX2275|                                                           dddmmss.s |
 JX2275| JX2276 I10 B                               APPROX. 0.5 KM 0392027.2 |
 JX2275|---------------------------------------------------------------------|
 JX2275
 JX2275                          SUPERSEDED SURVEY CONTROL
 JX2275
 JX2275  ELLIP H (07/01/97)  232.51   (m)                       GP(       ) 4 2
 JX2275  NAD 83(1986)-  39 48 01.47243(N)    081 32 11.05192(W) AD(       ) 3
 JX2275  NGVD 29 (03/13/91)  266.8    (m)          875.     (f) GPS OBS        
 JX2275
 JX2275.Superseded values are not recommended for survey control.
 JX2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2275.See file dsdata.txt to determine how the superseded data were derived.
 JX2275
 JX2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME5408005742(NAD 83)
 JX2275_MARKER: I = METAL ROD
 JX2275_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JX2275_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JX2275_STAMPING: FAA I10 A 1990
 JX2275_MARK LOGO: NGS   
 JX2275_PROJECTION: FLUSH
 JX2275_MAGNETIC: I = MARKER IS A STEEL ROD
 JX2275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2275+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1995
 JX2275_ROD/PIPE-DEPTH: 10.1 meters
 JX2275_SLEEVE-DEPTH  : 0.9 meters
 JX2275
 JX2275  HISTORY     - Date     Condition        Report By
 JX2275  HISTORY     - 1989     MONUMENTED       NGS
 JX2275  HISTORY     - 19901113 GOOD
 JX2275  HISTORY     - 19950907 GOOD             NGS
 JX2275
 JX2275                          STATION DESCRIPTION
 JX2275
 JX2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 JX2275'THE STATION IS LOCATED ABOUT 12.87 KM (8.00 MI) NORTH OF CALDWELL,
 JX2275'32.18 KM (20.00 MI) SOUTH-SOUTHEAST OF CAMBRIDGE, 56.32 KM
 JX2275'(35.00 MI) NORTH OF MARIETTA AND AT THE NOBLE COUNTY/CALDWELL AIRPORT
 JX2275'ON THE NORTHWEST SIDE OF THE MOUND OF EARTH AROUND THE WINDSOCK.
 JX2275'OWNERSHIP--CALDWELL COUNTY, COUNTY COURTHOUSE, CALDWELL, OH 43735,
 JX2275'PHONE COUNTY ENGINEER ALSO AIRPORT MANAGER 614-732-4400 OR
 JX2275'614-732-9992.
 JX2275'TO REACH THE STATION FROM THE SOUTHBOUND LANE OF INTERSTATE 77 AND
 JX2275'STATE HIGHWAYS 821 (EXIT 28 BELLE VALLEY), LOCATED ABOUT 5.63 KM
 JX2275'(3.50 MI) NORTH OF CALDWELL, GO SOUTHERLY ON STATE HIGHWAY 821 FOR
 JX2275'0.97 KM (0.60 MI) TO THE JUNCTION OF STATE HIGHWAY 215 ON THE LEFT,
 JX2275'TURN LEFT, EASTERLY, ON STATE HIGHWAY 215 FOR 4.18 KM (2.60 MI) TO A
 JX2275'PAVED ROAD ON THE LEFT (AT SIGN FOR NOBLE COUNTY AIRPORT), TURN LEFT,
 JX2275'NORTHWESTERLY, ON THE ROAD FOR 2.57 KM (1.60 MI) TO A GRAVEL ROAD ON
 JX2275'THE LEFT, TURN LEFT, SOUTHWESTERLY, ON THE ROAD FOR 0.16 KM
 JX2275'(0.10 MI) TO A GRAVEL ROAD ON THE RIGHT, CONTINUE AHEAD FOR 0.97 KM
 JX2275'(0.60 MI) TO THE APRON AND AIRPORT OFFICE ON THE RIGHT, CONTINUE
 JX2275'ACROSS THE APRON TO THE JUNCTION OF THE RUNWAY, BEAR LEFT, EASTERLY,
 JX2275'ACROSS THE RUNWAY TO THE NORTHWEST SIDE OF THE MOUND OF EARTH AROUND
 JX2275'THE WINDSOCK AND TO THE STATION.
 JX2275'THE STATION IS FLUSH WITH THE GROUND LOCATED 35.4 M (116.1 FT)
 JX2275'SOUTHEAST OF THE CENTER OF THE RUNWAY, 29.9 M (98.1 FT) SOUTH OF A
 JX2275'RUNWAY LIGHT, 19.5 M (64.0 FT) NORTHWEST OF THE METAL POLE SUPPORTING
 JX2275'THE WINDSOCK AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 JX2275
 JX2275                          STATION RECOVERY (1990)
 JX2275
 JX2275'RECOVERED 1990
 JX2275'RECOVERED IN GOOD CONDITION.
 JX2275
 JX2275                          STATION RECOVERY (1995)
 JX2275
 JX2275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JX2275'THE STATION IS LOCATED ABOUT 12.87 KM (8.00 MI) NORTH OF CALDWELL, AT
 JX2275'THE NOBLE COUNTY AIRPARK.  IN THE GRASS, ON THE NORTHWEST SIDE OF THE
 JX2275'MOUND OF EARTH AROUND THE WINDSOCK, BETWEEN THE RUNWAY AND WINDSOCK.
 JX2275'OWNERSHIP--CALDWELL COUNTY, COUNTY COURTHOUSE, CALDWELL, OH.  43735.
 JX2275'AIRPORT MANAGER COUNTY ENGINEER, PHONE 614-732-4400 OR 614-732-9992.
 JX2275'NOTE--THIS STATION WAS SELECTED AS A (SACS) .  TO REACH THE STATION
 JX2275'FROM THE JUNCTION OF INTERSTATE HIGHWAY 77 AND STATE HIGHWAY 821 (EXIT
 JX2275'28 BELLE VALLEY) , LOCATED ABOUT 5.63 KM (3.50 MI) NORTH OF CALDWELL,
 JX2275'GO SOUTHERLY 0.95 KM (0.60 MI) ALONG HIGHWAY 821 TO THE JUNCTION OF
 JX2275'STATE HIGHWAY 215 ON THE LEFT.  TURN LEFT, EASTERLY, 4.10 KM (2.55 MI)
 JX2275'ALONG HIGHWAY 215 TO A PAVED ROAD LEFT, NEAR (NOBLE COUNTY AIRPORT)
 JX2275'SIGN.  TURN LEFT, NORTHWESTERLY, 2.69 KM (1.65 MI) ALONG NOBLE COUNTY
 JX2275'ROAD 4, TO A GRAVEL ROAD LEFT.  TURN LEFT, SOUTHWESTERLY, 1.15 KM
 JX2275'(0.70 MI) TO THE APRON AND THE AIRPORT OFFICE ON THE RIGHT.  CONTINUE
 JX2275'SOUTH ACROSS APRON AND ALONG TAXI TO THE RUNWAY.  BEAR LEFT, EASTERLY,
 JX2275'ACROSS RUNWAY TO THE NORTHWEST SIDE OF THE MOUND OF EARTH AROUND THE
 JX2275'WINDSOCK AND THE STATION.  STATION IS 35.4 M (116.1 FT) SOUTHEAST OF
 JX2275'THE RUNWAY CENTERLINE, 29.7 M (97.4 FT) SOUTH OF A RUNWAY LIGHT, 19.3
 JX2275'M (63.3 FT) NORTHWEST OF THE METAL POLE SUPPORTING THE WINDSOCK, 19.1
 JX2275'M (62.7 FT) NORTHWEST OF A WITNESS POST, AND 1.3 M (4.3 FT) ABOVE THE
 JX2275'LEVEL OF THE RUNWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 JX2275'5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
 JX2275'ACTUAL ROD DEPTH NOT KNOWN.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2276 ***********************************************************************
 JX2276  CBN         -  This is a Cooperative Base Network Control Station.
 JX2276  PACS        -  This is a Primary Airport Control Station.
 JX2276  DESIGNATION -  I10 B
 JX2276  PID         -  JX2276
 JX2276  STATE/COUNTY-  OH/NOBLE
 JX2276  USGS QUAD   -  CALDWELL NORTH (1994)
 JX2276
 JX2276                         *CURRENT SURVEY CONTROL
 JX2276  ___________________________________________________________________
 JX2276* NAD 83(1995)-  39 48 14.18697(N)    081 31 57.52869(W)     ADJUSTED  
 JX2276* NAVD 88     -       266.82   (meters)     875.4    (feet)  GPS OBS   
 JX2276  ___________________________________________________________________
 JX2276  X           -     722,513.407 (meters)                     COMP
 JX2276  Y           -  -4,853,365.663 (meters)                     COMP
 JX2276  Z           -   4,061,434.668 (meters)                     COMP
 JX2276  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 JX2276  ELLIP HEIGHT-         232.78  (meters)          (03/08/05) GPS OBS
 JX2276  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JX2276
 JX2276  HORZ ORDER  -  B
 JX2276  ELLP ORDER  -  FOURTH    CLASS II
 JX2276
 JX2276.This mark is at Noble County Airport (I10)
 JX2276
 JX2276.The horizontal coordinates were established by GPS observations
 JX2276.and adjusted by the National Geodetic Survey in August 1996..
 JX2276
 JX2276.The orthometric height was determined by GPS observations and a
 JX2276.high-resolution geoid model.
 JX2276
 JX2276.GPS derived orthometric heights for airport stations designated as
 JX2276.PACS or SACS are published to 2 decimal places.  This maintains
 JX2276.centimeter relative accuracy between the PACS and SACS.  It does
 JX2276.not indicate centimeter accuracy relative to other marks which are
 JX2276.part of the NAVD 88 network.
 JX2276
 JX2276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX2276
 JX2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2276
 JX2276.The ellipsoidal height was determined by GPS observations
 JX2276.and is referenced to NAD 83.
 JX2276
 JX2276.The geoid height was determined by GEOID03.
 JX2276
 JX2276;                    North         East     Units Scale Factor Converg.
 JX2276;SPC OH S     -   200,708.138   682,837.104   MT  0.99996267   +0 36 49.7
 JX2276;UTM  17      - 4,406,132.617   454,403.538   MT  0.99962559   -0 20 27.6
 JX2276
 JX2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2276!SPC OH S     -   0.99996348  x   0.99996267  =   0.99992615
 JX2276!UTM  17      -   0.99996348  x   0.99962559  =   0.99958909
 JX2276
 JX2276:                Primary Azimuth Mark                     Grid Az
 JX2276:SPC OH S     -  I10 C                                    033 18 15.4
 JX2276:UTM  17      -  I10 C                                    034 15 32.7
 JX2276
 JX2276|---------------------------------------------------------------------|
 JX2276| PID    Reference Object                     Distance      Geod. Az  |
 JX2276|                                                           dddmmss.s |
 JX2276| AD9330 I10 C                               474.866 METERS 0335505.1 |
 JX2276| JX2275 I10 A                               APPROX. 0.5 KM 2192035.9 |
 JX2276|---------------------------------------------------------------------|
 JX2276
 JX2276                          SUPERSEDED SURVEY CONTROL
 JX2276
 JX2276  ELLIP H (08/20/96)  232.82   (m)                       GP(       ) 4 2
 JX2276  NAD 83(1986)-  39 48 14.19413(N)    081 31 57.53247(W) AD(       ) 3
 JX2276  NAD 83(1986)-  39 47 48.75028(N)    081 32 24.56999(W) AD(       ) 3
 JX2276  NGVD 29 (10/04/92)  267.1    (m)          876.     (f) GPS OBS        
 JX2276
 JX2276.Superseded values are not recommended for survey control.
 JX2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2276.See file dsdata.txt to determine how the superseded data were derived.
 JX2276
 JX2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME5440406133(NAD 83)
 JX2276_MARKER: I = METAL ROD
 JX2276_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JX2276_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JX2276_STAMPING: FAA I10 B 1990
 JX2276_MARK LOGO: NGS   
 JX2276_PROJECTION: FLUSH
 JX2276_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX2276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2276+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1995
 JX2276_ROD/PIPE-DEPTH: 10.1 meters
 JX2276_SLEEVE-DEPTH  : 0.91 meters
 JX2276
 JX2276  HISTORY     - Date     Condition        Report By
 JX2276  HISTORY     - 1989     MONUMENTED       NGS
 JX2276  HISTORY     - 19901113 GOOD
 JX2276  HISTORY     - 19950907 GOOD             NGS
 JX2276
 JX2276                          STATION DESCRIPTION
 JX2276
 JX2276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 JX2276'THE STATION IS LOCATED ABOUT 12.87 KM (8.00 MI) NORTH OF CALDWELL,
 JX2276'32.18 KM (20.00 MI) SOUTH-SOUTHEAST OF CAMBRIDGE, 56.32 KM
 JX2276'(35.00 MI) NORTH OF MARIETTA AND AT THE NOBLE COUNTY/CALDWELL AIRPORT
 JX2276'ON THE SOUTHWEST SIDE OF THE TURN-AROUND OF THE END OF RUNWAY 22.
 JX2276'OWNERSHIP--CALDWELL COUNTY, COUNTY COURTHOUSE, CALDWELL, OH 43735.
 JX2276'PHONE COUNTY ENGINEER ALSO AIRPORT MANAGER 614-732-4400 OR
 JX2276'614-732-9992.
 JX2276'TO REACH THE STATION FROM THE SOUTHBOUND LANE OF INTERSTATE 77 AND
 JX2276'STATE HIGHWAYS 821 (EXIT 28 BELLE VALLEY), LOCATED ABOUT 5.63 KM
 JX2276'(3.50 MI) NORTH OF CALDWELL, GO SOUTHERLY ON STATE HIGHWAY 821 FOR
 JX2276'0.97 KM (0.60 MI) TO THE JUNCTION OF STATE HIGHWAY 215 ON THE LEFT,
 JX2276'TURN LEFT, EASTERLY, ON STATE HIGHWAY 215 FOR 4.18 KM (2.60 MI) TO A
 JX2276'PAVED ROAD ON THE LEFT (AT SIGN FOR NOBLE COUNTY AIRPORT), TURN LEFT,
 JX2276'NORTHWESTERLY, ON THE ROAD FOR 2.57 KM (1.60 MI) TO A GRAVEL ROAD ON
 JX2276'THE LEFT, TURN LEFT, SOUTHWESTERLY, ON THE ROAD FOR 0.16 KM
 JX2276'(0.10 MI) TO A GRAVEL ROAD ON THE RIGHT, CONTINUE AHEAD FOR 0.97 KM
 JX2276'(0.60 MI) TO THE APRON AND AIRPORT OFFICE ON THE RIGHT, CONTINUE
 JX2276'ACROSS THE APRON TO THE JUNCTION OF THE RUNWAY, TURN LEFT, NORTHEAST,
 JX2276'ON THE RUNWAY FOR 0.56 KM (0.35 MI) TO THE STATION ON THE RIGHT ON
 JX2276'THE SOUTHWEST SIDE OF THE TURN-AROUND OF THE END OF RUNWAY 22.
 JX2276'THE STATION IS FLUSH WITH THE GROUND LOCATED 24.9 M (81.7 FT)
 JX2276'SOUTHEAST OF THE CENTER OF THE RUNWAY, 7.6 M (24.9 FT) SOUTHWEST OF
 JX2276'THE SOUTHWEST EDGE OF THE TURN-AROUND, 5.6 M (18.4 FT) SOUTHEAST OF
 JX2276'THE SOUTHEAST ONE OF THREE RUNWAY END LIGHTS AND 0.3 M (1.0 FT) WEST
 JX2276'OF A FIBERGLASS WITNESS POST.
 JX2276
 JX2276                          STATION RECOVERY (1990)
 JX2276
 JX2276'RECOVERED 1990
 JX2276'RECOVERED IN GOOD CONDITION.
 JX2276
 JX2276                          STATION RECOVERY (1995)
 JX2276
 JX2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JX2276'THE STATION IS LOCATED ABOUT 12.87 KM (8.00 MI) NORTH OF CALDWELL, AT
 JX2276'THE NOBLE COUNTY AIRPARK.  IN THE GRASS, ON THE SOUTH SIDE OF THE
 JX2276'TURNAROUND AT RUNWAY END 23, SOUTHEAST OF AND IN LINE WITH THE
 JX2276'NORTHEAST EDGE OF THE THRESHOLD BAR AT RUNWAY END 23.
 JX2276'OWNERSHIP--CALDWELL COUNTY, COUNTY COURTHOUSE, CALDWELL, OH.  43735.
 JX2276'AIRPORT MANAGER COUNTY ENGINEER, PHONE 614-732-4400 OR 614-732-9992.
 JX2276'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 77 AND
 JX2276'STATE HIGHWAY 821 (EXIT 28 BELLE VALLEY) , LOCATED ABOUT 5.63 KM (3.50
 JX2276'MI) NORTH OF CALDWELL, GO SOUTHERLY 0.95 KM (0.60 MI) ALONG HIGHWAY
 JX2276'821 TO THE JUNCTION OF STATE HIGHWAY 215 ON THE LEFT.  TURN LEFT,
 JX2276'EASTERLY, 4.10 KM (2.55 MI) ALONG HIGHWAY 215 TO A PAVED ROAD LEFT,
 JX2276'NEAR (NOBLE COUNTY AIRPORT) SIGN.  TURN LEFT, NORTHWESTERLY, 2.69 KM
 JX2276'(1.65 MI) ALONG NOBLE COUNTY ROAD 14, TO A GRAVEL ROAD LEFT. TURN
 JX2276'LEFT, SOUTHWESTERLY, 1.15 KM (0.70 MI) ALONG NOBLE COUNTY ROAD 14A TO
 JX2276'THE APRON AND THE AIRPORT OFFICE ON THE RIGHT.  CONTINUE SOUTH ACROSS
 JX2276'APRON AND ALONG TAXI TO THE RUNWAY.  TURN LEFT, NORTHEAST, 0.57 KM
 JX2276'(0.35 MI) ALONG RUNWAY TO THE STATION ON THE RIGHT.  STATION IS 24.8 M
 JX2276'(81.4 FT) SOUTHEAST OF THE EXTENDED RUNWAY CENTERLINE, 6.5 M (21.3 FT)
 JX2276'SOUTH OF THE SOUTH EDGE OF THE TURNAROUND, 5.6 M (18.4 FT) SOUTHEAST
 JX2276'OF THE MOST SOUTHEAST 1 OF 3 RUNWAY END LIGHTS, 0.3 M (1.0 FT) WEST OF
 JX2276'A WITNESS POST, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE TURNAROUND.
 JX2276'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 JX2276'DEPTH DOES NOT MEET CLASS A REQUIREMENTS. ACTUAL ROD DEPTH NOT KNOWN.
 JX2276'BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9330 ***********************************************************************
 AD9330  SACS        -  This is a Secondary Airport Control Station.
 AD9330  DESIGNATION -  I10 C
 AD9330  PID         -  AD9330
 AD9330  STATE/COUNTY-  OH/NOBLE
 AD9330  USGS QUAD   -  CALDWELL NORTH (1994)
 AD9330
 AD9330                         *CURRENT SURVEY CONTROL
 AD9330  ___________________________________________________________________
 AD9330* NAD 83(1995)-  39 48 26.96362(N)    081 31 46.38905(W)     ADJUSTED  
 AD9330* NAVD 88     -       287.35   (meters)     942.7    (feet)  GPS OBS   
 AD9330  ___________________________________________________________________
 AD9330  X           -     722,740.681 (meters)                     COMP
 AD9330  Y           -  -4,853,092.700 (meters)                     COMP
 AD9330  Z           -   4,061,750.538 (meters)                     COMP
 AD9330  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AD9330  ELLIP HEIGHT-         253.30  (meters)          (10/07/05) GPS OBS
 AD9330  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AD9330
 AD9330  HORZ ORDER  -  FIRST
 AD9330  ELLP ORDER  -  FOURTH    CLASS II
 AD9330
 AD9330.This mark is at Noble County Airport (I10)
 AD9330
 AD9330.The horizontal coordinates were established by GPS observations
 AD9330.and adjusted by the National Geodetic Survey in July 1997..
 AD9330
 AD9330.The orthometric height was determined by GPS observations and a
 AD9330.high-resolution geoid model.
 AD9330
 AD9330.GPS derived orthometric heights for airport stations designated as
 AD9330.PACS or SACS are published to 2 decimal places.  This maintains
 AD9330.centimeter relative accuracy between the PACS and SACS.  It does
 AD9330.not indicate centimeter accuracy relative to other marks which are
 AD9330.part of the NAVD 88 network.
 AD9330
 AD9330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9330
 AD9330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9330
 AD9330.The ellipsoidal height was determined by GPS observations
 AD9330.and is referenced to NAD 83.
 AD9330
 AD9330.The geoid height was determined by GEOID03.
 AD9330
 AD9330;                    North         East     Units Scale Factor Converg.
 AD9330;SPC OH S     -   201,105.000   683,097.837   MT  0.99996312   +0 36 56.8
 AD9330;UTM  17      - 4,406,524.947   454,670.757   MT  0.99962530   -0 20 20.5
 AD9330
 AD9330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9330!SPC OH S     -   0.99996026  x   0.99996312  =   0.99992338
 AD9330!UTM  17      -   0.99996026  x   0.99962530  =   0.99958558
 AD9330
 AD9330:                Primary Azimuth Mark                     Grid Az
 AD9330:SPC OH S     -  I10 B                                    213 18 15.4
 AD9330:UTM  17      -  I10 B                                    214 15 32.7
 AD9330
 AD9330|---------------------------------------------------------------------|
 AD9330| PID    Reference Object                     Distance      Geod. Az  |
 AD9330|                                                           dddmmss.s |
 AD9330| JX2276 I10 B                               474.866 METERS 2135512.2 |
 AD9330|---------------------------------------------------------------------|
 AD9330
 AD9330                          SUPERSEDED SURVEY CONTROL
 AD9330
 AD9330  ELLIP H (07/01/97)  253.35   (m)                       GP(       ) 4 2
 AD9330
 AD9330.Superseded values are not recommended for survey control.
 AD9330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9330.See file dsdata.txt to determine how the superseded data were derived.
 AD9330
 AD9330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME5467106525(NAD 83)
 AD9330_MARKER: DD = SURVEY DISK
 AD9330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9330_STAMPING: I10 C 1995
 AD9330_MARK LOGO: NGS   
 AD9330_PROJECTION: RECESSED 1 CENTIMETERS
 AD9330_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9330+STABILITY: SURFACE MOTION
 AD9330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9330+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9330_ROD/PIPE-DEPTH: 01.0 meters
 AD9330
 AD9330  HISTORY     - Date     Condition        Report By
 AD9330  HISTORY     - 1995     MONUMENTED       NGS
 AD9330
 AD9330                          STATION DESCRIPTION
 AD9330
 AD9330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9330'THE STATION IS LOCATED ABOUT 12.87 KM (8.00 MI) NORTH OF CALDWELL, AT
 AD9330'THE NOBLE COUNTY AIRPARK.  MARK IS IN THE GRASS NEAR THE TOP OF A 65
 AD9330'FOOT (19.8 M) HIGH HILL OVERLOOKING THE RUNWAY, NORTH-NORTHEAST OF
 AD9330'RUNWAY END 23, IN LINE WITH AND NORTHWEST OF THE MOST NORTHWEST 1 OF 2
 AD9330'RED OBSTRUCTION LIGHTS NEAR THE TOP OF THE HILL. OWNERSHIP--CALDWELL
 AD9330'COUNTY, COUNTY COURTHOUSE, CALDWELL, OH.  43735. AIRPORT MANAGER
 AD9330'COUNTY ENGINEER, PHONE 614-732-4400 OR 614-732-9992. NOTE--THIS
 AD9330'STATION WAS SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AD9330'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 77 AND
 AD9330'STATE HIGHWAY 821 (EXIT 28 BELLE VALLEY) , LOCATED ABOUT 5.63 KM (3.50
 AD9330'MI) NORTH OF CALDWELL, GO SOUTHERLY 0.95 KM (0.60 MI) ALONG HIGHWAY
 AD9330'821 TO THE JUNCTION OF STATE HIGHWAY 215 ON THE LEFT.  TURN LEFT,
 AD9330'EASTERLY, 4.10 KM (2.55 MI) ALONG HIGHWAY 215 TO A PAVED ROAD LEFT,
 AD9330'NEAR (NOBLE COUNTY AIRPORT) SIGN.  TURN LEFT, NORTHWESTERLY, 1.97 KM
 AD9330'(1.20 MI) ALONG NOBLE COUNTY ROAD 4, TO A GRAVEL ROAD LEFT.  TURN
 AD9330'LEFT, SOUTH, 0.06 KM (0.05 MI) ALONG GRAVEL ROAD TO THE STATION ON THE
 AD9330'RIGHT IN LINE WITH THE 2 OBSTRUCTION LIGHTS.  STATION IS 84.6 M (277.6
 AD9330'FT) SOUTHWEST OF THE COUNTY ROAD CENTER AT THE JUNCTION OF GRAVEL
 AD9330'ROAD, 43.2 M (141.7 FT) WEST-NORTHWEST OF THE GRAVEL ROAD CENTER, 30.1
 AD9330'M (98.8 FT) NORTHWEST OF THE EXTENDED RUNWAY CENTERLINE, AND 12.6 M
 AD9330'(41.3 FT) NORTHWEST OF AND IN LINE WITH THE MOST NORTHWEST 1 OF 2 RED
 AD9330'OBSTRUCTION LIGHTS AND WITNESS POST.  NOTE--THE STATION IS THE CENTER
 AD9330'OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO
 AD9330'PIPE, RECESSED 5 CM BLOW THE SURFACE, AND ENCASED IN A 13 CM DIAMETER
 AD9330'PVC PIPE WITH LOGO CAP ENCASED IN CONCRETE SET 1 CM BELOW GROUND
 AD9330'SURFACE.  THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AD9330'PIPE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6126 ***********************************************************************
 AB6126  CBN         -  This is a Cooperative Base Network Control Station.
 AB6126  PACS        -  This is a Primary Airport Control Station.
 AB6126  DESIGNATION -  I12 A
 AB6126  PID         -  AB6126
 AB6126  STATE/COUNTY-  OH/SHELBY
 AB6126  USGS QUAD   -  PIQUA EAST (1984)
 AB6126
 AB6126                         *CURRENT SURVEY CONTROL
 AB6126  ___________________________________________________________________
 AB6126* NAD 83(1995)-  40 14 30.47125(N)    084 08 32.71651(W)     ADJUSTED  
 AB6126* NAVD 88     -       317.70   (meters)    1042.3    (feet)  GPS OBS   
 AB6126  ___________________________________________________________________
 AB6126  X           -     497,586.839 (meters)                     COMP
 AB6126  Y           -  -4,850,166.279 (meters)                     COMP
 AB6126  Z           -   4,098,700.050 (meters)                     COMP
 AB6126  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AB6126  ELLIP HEIGHT-         284.57  (meters)          (03/08/05) GPS OBS
 AB6126  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AB6126
 AB6126  HORZ ORDER  -  B
 AB6126  ELLP ORDER  -  FOURTH    CLASS II
 AB6126
 AB6126.This mark is at Sidney Municipal Airport (I12)
 AB6126
 AB6126.The horizontal coordinates were established by GPS observations
 AB6126.and adjusted by the National Geodetic Survey in August 1996..
 AB6126
 AB6126.The orthometric height was determined by GPS observations and a
 AB6126.high-resolution geoid model.
 AB6126
 AB6126.GPS derived orthometric heights for airport stations designated as
 AB6126.PACS or SACS are published to 2 decimal places.  This maintains
 AB6126.centimeter relative accuracy between the PACS and SACS.  It does
 AB6126.not indicate centimeter accuracy relative to other marks which are
 AB6126.part of the NAVD 88 network.
 AB6126
 AB6126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6126
 AB6126.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6126
 AB6126.The ellipsoidal height was determined by GPS observations
 AB6126.and is referenced to NAD 83.
 AB6126
 AB6126.The geoid height was determined by GEOID03.
 AB6126
 AB6126;                    North         East     Units Scale Factor Converg.
 AB6126;SPC OH N     -    65,183.226   460,245.628   MT  1.00004220   -1 04 44.4
 AB6126;UTM  16      - 4,458,512.610   743,076.383   MT  1.00032741   +1 50 49.0
 AB6126
 AB6126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6126!SPC OH N     -   0.99995536  x   1.00004220  =   0.99999756
 AB6126!UTM  16      -   0.99995536  x   1.00032741  =   1.00028276
 AB6126
 AB6126                          SUPERSEDED SURVEY CONTROL
 AB6126
 AB6126  ELLIP H (08/20/96)  284.61   (m)                       GP(       ) 4 2
 AB6126
 AB6126.Superseded values are not recommended for survey control.
 AB6126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6126.See file dsdata.txt to determine how the superseded data were derived.
 AB6126
 AB6126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK4307658513(NAD 83)
 AB6126_MARKER: I = METAL ROD
 AB6126_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6126_STAMPING: I 12 A 1995
 AB6126_MARK LOGO: OHDT  
 AB6126_PROJECTION: FLUSH
 AB6126_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6126+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6126_ROD/PIPE-DEPTH: 7.3  meters
 AB6126_SLEEVE-DEPTH  : 0.9 meters
 AB6126
 AB6126  HISTORY     - Date     Condition        Report By
 AB6126  HISTORY     - 1995     MONUMENTED       OHDT
 AB6126  HISTORY     - 20020308 POOR             INDIV
 AB6126
 AB6126                          STATION DESCRIPTION
 AB6126
 AB6126'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CMS)
 AB6126'STATION IS LOCATED ABOUT 3.7 MILES (6.0 KM) SOUTH OF SIDNEY, 7.5 MILES
 AB6126'(12.1 KM) NORTHEAST OF PIQUA, AT THE SIDNEY MUNICIPAL AIRPORT, EAST OF
 AB6126'THE EAST END OF THE EAST-WEST RUNWAY.  OWNERSHIP CITY OF SIDNEY C/O
 AB6126'MANAGER KENT MILLER, 14833 SIDNEY-PLATTSVILLE ROAD, SIDNEY OHIO 45365
 AB6126'PHONE 513-492-9794.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 29
 AB6126'AND 47, AT THE SOUTHWEST CORNER OF THE COURTHOUSE IN SIDNEY, GO SOUTH
 AB6126'ON OHIO AVENUE FOR 0.7 MILES (1.1 KM) TO A RAILROAD VIADUCT.  CONTINUE
 AB6126'SOUTH FOR 2.7 MILES (4.3 KM) TO A ROAD ON THE LEFT.  TURN LEFT, EAST,
 AB6126'ON SIDNEY-PLATTSVILLE ROAD FOR 0.35 MILES (0.56 KM) TO THE AIRPORT
 AB6126'OFFICE ON THE LEFT.  CONTINUE AHEAD FOR 0.05 MILES (0.08 KM) TO A ROAD
 AB6126'LEFT.  TURN LEFT, NORTH, THEN WEST, FOR 0.2 MILES (0.3 KM) TO THE
 AB6126'AIRPORT BUILDINGS.  GO WEST, CROSSING TARMAC AND RUNWAY, THEN NORTH ON
 AB6126'TAXI FOR 0.4 MILES (0.6 KM) TO THE EAST-WEST RUNWAY.  TURN RIGHT,
 AB6126'EAST, ALONG RUNWAY FOR 0.3 MILES (0.5 KM) TO RUNWAY JUNCTION.
 AB6126'CONTINUE ALONG RUNWAY, EAST, FOR 0.33 MILES (0.53 KM) TO THE EAST END
 AB6126'OF THE RUNWAY, THE MARK IS 86.0 FEET (26.2 M) NORTHEAST OF A RUNWAY
 AB6126'END IDENTIFIER LIGHT (REIL) , 186.9 FEET (57.0 M) SOUTHEAST OF A
 AB6126'RUNWAY END IDENTIFIER LIGHT (REIL) , 122.2 FEET (37.2 M) SOUTHEAST OF
 AB6126'THE SOUTHEAST CORNER OF THE RUNWAY, AND 44.0 FEET (13.4 M) SOUTH OF
 AB6126'THE SOUTH EDGE OF THE RUNWAY EXTENDED.  NOTE--ACCESS TO THE DATUM
 AB6126'POINT IS THROUGH A 5 INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB6126'THE SPECIFICATIONS FOR A CLASS A MARK.  THE ROD IS FLUSH WITH GROUND
 AB6126'LEVEL AND DRIVEN TO A DEPTH OF 24.0 FT.
 AB6126
 AB6126                          STATION RECOVERY (2002)
 AB6126
 AB6126'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DES)
 AB6126'MARK FATALLY DISTURBED BY RUNWAY EXPANSION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6024 ***********************************************************************
 AB6024  CBN         -  This is a Cooperative Base Network Control Station.
 AB6024  PACS        -  This is a Primary Airport Control Station.
 AB6024  DESIGNATION -  I15 A
 AB6024  PID         -  AB6024
 AB6024  STATE/COUNTY-  OH/FAIRFIELD
 AB6024  USGS QUAD   -  CARROLL (1994)
 AB6024
 AB6024                         *CURRENT SURVEY CONTROL
 AB6024  ___________________________________________________________________
 AB6024* NAD 83(1995)-  39 45 19.01641(N)    082 39 39.70160(W)     ADJUSTED  
 AB6024* NAVD 88     -       258.52   (meters)     848.2    (feet)  GPS OBS   
 AB6024  ___________________________________________________________________
 AB6024  X           -     627,238.192 (meters)                     COMP
 AB6024  Y           -  -4,870,074.891 (meters)                     COMP
 AB6024  Z           -   4,057,277.201 (meters)                     COMP
 AB6024  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AB6024  ELLIP HEIGHT-         224.37  (meters)          (09/23/04) GPS OBS
 AB6024  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AB6024
 AB6024  HORZ ORDER  -  B
 AB6024  ELLP ORDER  -  FOURTH    CLASS I
 AB6024
 AB6024.This mark is at Fairfield County Airport (I15)
 AB6024
 AB6024.The horizontal coordinates were established by GPS observations
 AB6024.and adjusted by the National Geodetic Survey in August 1996..
 AB6024
 AB6024.The orthometric height was determined by GPS observations and a
 AB6024.high-resolution geoid model.
 AB6024
 AB6024.GPS derived orthometric heights for airport stations designated as
 AB6024.PACS or SACS are published to 2 decimal places.  This maintains
 AB6024.centimeter relative accuracy between the PACS and SACS.  It does
 AB6024.not indicate centimeter accuracy relative to other marks which are
 AB6024.part of the NAVD 88 network.
 AB6024
 AB6024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6024
 AB6024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6024
 AB6024.The ellipsoidal height was determined by GPS observations
 AB6024.and is referenced to NAD 83.
 AB6024
 AB6024.The geoid height was determined by GEOID03.
 AB6024
 AB6024;                    North         East     Units Scale Factor Converg.
 AB6024;SPC OH S     -   194,874.371   586,200.821   MT  0.99995682   -0 06 07.8
 AB6024;UTM  17      - 4,401,915.765   357,706.616   MT  0.99984927   -1 03 44.7
 AB6024
 AB6024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6024!SPC OH S     -   0.99996480  x   0.99995682  =   0.99992162
 AB6024!UTM  17      -   0.99996480  x   0.99984927  =   0.99981408
 AB6024
 AB6024                          SUPERSEDED SURVEY CONTROL
 AB6024
 AB6024  ELLIP H (08/20/96)  224.36   (m)                       GP(       ) 4 2
 AB6024
 AB6024.Superseded values are not recommended for survey control.
 AB6024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6024.See file dsdata.txt to determine how the superseded data were derived.
 AB6024
 AB6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE5770701916(NAD 83)
 AB6024_MARKER: I = METAL ROD
 AB6024_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6024_STAMPING: I15 A 1995
 AB6024_MARK LOGO: OHDT  
 AB6024_PROJECTION: FLUSH
 AB6024_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6024+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 AB6024_ROD/PIPE-DEPTH: 11.0 meters
 AB6024_SLEEVE-DEPTH  : 0.9 meters
 AB6024
 AB6024  HISTORY     - Date     Condition        Report By
 AB6024  HISTORY     - 1995     MONUMENTED       OHDT
 AB6024  HISTORY     - 19950504 GOOD             NGS
 AB6024  HISTORY     - 20030513 GOOD             WOOLPT
 AB6024
 AB6024                          STATION DESCRIPTION
 AB6024
 AB6024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6024'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 5 KM
 AB6024'(3.10 MI) NORTHWEST OF LANCASTER AT THE FAIRFIELD COUNTY AIRPORT,
 AB6024'ACROSS THE PARALLEL TAXI FROM THE APRON, IN THE SOUTHEAST QUADRANT OF
 AB6024'THE JUNCTION OF THE RUNWAY AND THE FIRST CONNECTOR TAXI EAST OF RUNWAY
 AB6024'END 10.  OWNERSHIP--FAIRFIELD COUNTY AIRPORT AUTHORITY, P.O. BOX 2360,
 AB6024'LANCASTER, OH 43130.  AIRPORT MANAGER IS ROB STARRETT. PHONE
 AB6024'614-654-7001.  TO REACH FROM THE INTERSECTION OF U.S.  HIGHWAY 22
 AB6024'(LINCOLN AVENUE) AND U.S.  HIGHWAY 33 (MEMORIAL DRIVE) IN LANCASTER,
 AB6024'GO NORTHWEST ON HIGHWAY 33 FOR 6.28 KM (3.90 MI) TO A PAVED CROSSROAD
 AB6024'(COLLINS ROAD) .  CONTINUE NORTHWEST ON HIGHWAY 33 FOR 0.34 KM (0.20
 AB6024'MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH-NORTHEAST, THEN
 AB6024'NORTHWEST, ON THE ROAD FOR 0.51 KM (0.30 MI) TO THE AIRPORT ENTRANCE
 AB6024'ON THE RIGHT.  TURN RIGHT, EAST-SOUTHEAST, ON THE ENTRANCE ROAD FOR
 AB6024'0.39 KM (0.25 MI) TO THE APRON.  CONTINUE AHEAD, NORTH-NORTHWEST,
 AB6024'ACROSS APRON FOR 0.11 KM (0.05 MI) TO THE PARALLEL TAXI AND FIRST
 AB6024'CONNECTOR AND THE STATION ON THE RIGHT.  THE STATION IS A SURVEY DISK
 AB6024'ATOP AN ALUMINUM ROD IN A 2.5 CM GREASE FILLED SLEEVE ENCASED IN A
 AB6024'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH
 AB6024'THE GROUND.  IT IS 62.7 M (205.7 FT) SOUTH OF THE CENTER OF THE
 AB6024'RUNWAY, 27.7 M (90.9 FT) NORTH OF THE CENTER OF THE PARALLEL TAXI,
 AB6024'24.5 M (80.4 FT) EAST OF THE CENTER OF THE CONNECTOR TAXI, 20.2 M
 AB6024'(66.3 FT) SOUTH OF THE EAST END OF A CONCRETE CULVERT, AND 0.3 M (1.0
 AB6024'FT) SOUTH OF A WITNESS POST. NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A
 AB6024'CRITERIA.  DESCRIBED BY D.G.  AUG
 AB6024
 AB6024                          STATION RECOVERY (2003)
 AB6024
 AB6024'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (GTF)
 AB6024'RECOVERED AS DESCRIBED. WITNESS POST HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9346 ***********************************************************************
 AD9346  SACS        -  This is a Secondary Airport Control Station.
 AD9346  DESIGNATION -  I15 B
 AD9346  PID         -  AD9346
 AD9346  STATE/COUNTY-  OH/FAIRFIELD
 AD9346  USGS QUAD   -  CARROLL (1994)
 AD9346
 AD9346                         *CURRENT SURVEY CONTROL
 AD9346  ___________________________________________________________________
 AD9346* NAD 83(1995)-  39 45 18.21968(N)    082 39 14.87931(W)     ADJUSTED  
 AD9346* NAVD 88     -       260.08   (meters)     853.3    (feet)  GPS OBS   
 AD9346  ___________________________________________________________________
 AD9346  X           -     627,826.432 (meters)                     COMP
 AD9346  Y           -  -4,870,016.209 (meters)                     COMP
 AD9346  Z           -   4,057,259.358 (meters)                     COMP
 AD9346  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AD9346  ELLIP HEIGHT-         226.01  (meters)          (10/07/05) GPS OBS
 AD9346  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AD9346
 AD9346  HORZ ORDER  -  FIRST
 AD9346  ELLP ORDER  -  FOURTH    CLASS II
 AD9346
 AD9346.This mark is at Fairfield County Airport (I15)
 AD9346
 AD9346.The horizontal coordinates were established by GPS observations
 AD9346.and adjusted by the National Geodetic Survey in July 1997..
 AD9346
 AD9346.The orthometric height was determined by GPS observations and a
 AD9346.high-resolution geoid model.
 AD9346
 AD9346.GPS derived orthometric heights for airport stations designated as
 AD9346.PACS or SACS are published to 2 decimal places.  This maintains
 AD9346.centimeter relative accuracy between the PACS and SACS.  It does
 AD9346.not indicate centimeter accuracy relative to other marks which are
 AD9346.part of the NAVD 88 network.
 AD9346
 AD9346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9346
 AD9346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9346
 AD9346.The ellipsoidal height was determined by GPS observations
 AD9346.and is referenced to NAD 83.
 AD9346
 AD9346.The geoid height was determined by GEOID03.
 AD9346
 AD9346;                    North         East     Units Scale Factor Converg.
 AD9346;SPC OH S     -   194,848.768   586,791.647   MT  0.99995679   -0 05 52.1
 AD9346;UTM  17      - 4,401,880.268   358,296.865   MT  0.99984721   -1 03 28.8
 AD9346
 AD9346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9346!SPC OH S     -   0.99996454  x   0.99995679  =   0.99992134
 AD9346!UTM  17      -   0.99996454  x   0.99984721  =   0.99981176
 AD9346
 AD9346                          SUPERSEDED SURVEY CONTROL
 AD9346
 AD9346  ELLIP H (07/01/97)  226.00   (m)                       GP(       ) 4 2
 AD9346
 AD9346.Superseded values are not recommended for survey control.
 AD9346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9346.See file dsdata.txt to determine how the superseded data were derived.
 AD9346
 AD9346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE5829701880(NAD 83)
 AD9346_MARKER: DD = SURVEY DISK
 AD9346_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9346_STAMPING: I 15 B 1995
 AD9346_MARK LOGO: NGS   
 AD9346_PROJECTION: FLUSH
 AD9346_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9346+STABILITY: SURFACE MOTION
 AD9346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9346+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9346_ROD/PIPE-DEPTH: 1.0  meters
 AD9346
 AD9346  HISTORY     - Date     Condition        Report By
 AD9346  HISTORY     - 1995     MONUMENTED       NGS
 AD9346
 AD9346                          STATION DESCRIPTION
 AD9346
 AD9346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9346'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHWEST OF LANCASTER AT
 AD9346'THE FAIRFIELD COUNTY AIRPORT, IN THE SOUTHWEST QUADRANT OF THE
 AD9346'JUNCTION OF THE RUNWAY AND THE FIRST CONNECTOR TAXI WEST OF RUNWAY END
 AD9346'28, AND ON THE EXTENDED CENTER OF THE STOP LINE. OWNERSHIP--FAIRFIELD
 AD9346'COUNTY AIRPORT AUTHORITY, P.O.  BOX 2360, LANCASTER, OH 43130.
 AD9346'AIRPORT MANAGER IS ROB STARRETT.  PHONE 614-654-7001.  TO REACH FROM
 AD9346'THE INTERSECTION OF U.S.  HIGHWAY 22 (LINCOLN AVENUE) AND U.S.
 AD9346'HIGHWAY 33 (MEMORIAL DRIVE) IN LANCASTER, GO NORTHWEST ON HIGHWAY 33
 AD9346'FOR 6.28 KM (3.90 MI) TO A PAVED CROSSROAD (COLLINS ROAD) .  CONTINUE
 AD9346'NORTHWEST ON HIGHWAY 33 TO A PAVED ROAD RIGHT.  TURN RIGHT,
 AD9346'NORTH-NORTHEAST, THEN NORTHWEST, ON THE ROAD FOR 0.51 KM (0.30 MI) TO
 AD9346'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, EAST-SOUTHEAST ON THE
 AD9346'ENTRANCE ROAD FOR 0.39 KM (0.25 MI) TO THE APRON.  CONTINUE AHEAD,
 AD9346'NORTH-NORTHWEST, ACROSS APRON FOR 0.11 KM (0.05 MI) TO THE PARALLEL
 AD9346'TAXI.  TURN RIGHT, EAST, ON THE TAXI FOR 0.55 KM (0.35 MI) TO THE
 AD9346'STATION ON THE LEFT.  THE STATION IS A SURVEY DISK ATOP A 1 M (3.3 FT)
 AD9346'LONG FENO PIPE ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AD9346'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  THREE CIRCULAR
 AD9346'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  IT IS 46.2 M (151.6
 AD9346'FT) SOUTH OF THE CENTER OF THE RUNWAY, 45.4 M (148.9 FT) NORTH OF THE
 AD9346'CENTER OF THE PARALLEL TAXI, 13.0 M (42.7 FT) WEST OF THE CENTER OF
 AD9346'THE CONNECTOR TAXI, 2.1 M (6.9 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 AD9346'CORNER OF THE CONCRETE PAD FOR RUNWAY SIGN 10-28, AND 0.3 M (1.0 FT)
 AD9346'EAST OF A WITNESS POST.  MARK WAS SELECTED AS A SECONDARY AIRPORT
 AD9346'CONTROL STATION (SACS) .  DESCRIBED BY D.G.  AUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9347 ***********************************************************************
 AD9347  SACS        -  This is a Secondary Airport Control Station.
 AD9347  DESIGNATION -  I15 C
 AD9347  PID         -  AD9347
 AD9347  STATE/COUNTY-  OH/FAIRFIELD
 AD9347  USGS QUAD   -  CARROLL (1994)
 AD9347
 AD9347                         *CURRENT SURVEY CONTROL
 AD9347  ___________________________________________________________________
 AD9347* NAD 83(1995)-  39 45 17.21170(N)    082 38 55.23616(W)     ADJUSTED  
 AD9347* NAVD 88     -       262.96   (meters)     862.7    (feet)  GPS OBS   
 AD9347  ___________________________________________________________________
 AD9347  X           -     628,293.041 (meters)                     COMP
 AD9347  Y           -  -4,869,978.312 (meters)                     COMP
 AD9347  Z           -   4,057,237.299 (meters)                     COMP
 AD9347  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AD9347  ELLIP HEIGHT-         228.89  (meters)          (10/07/05) GPS OBS
 AD9347  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AD9347
 AD9347  HORZ ORDER  -  FIRST
 AD9347  ELLP ORDER  -  FOURTH    CLASS II
 AD9347
 AD9347.This mark is at Fairfield County Airport (I15)
 AD9347
 AD9347.The horizontal coordinates were established by GPS observations
 AD9347.and adjusted by the National Geodetic Survey in July 1997..
 AD9347
 AD9347.The orthometric height was determined by GPS observations and a
 AD9347.high-resolution geoid model.
 AD9347
 AD9347.GPS derived orthometric heights for airport stations designated as
 AD9347.PACS or SACS are published to 2 decimal places.  This maintains
 AD9347.centimeter relative accuracy between the PACS and SACS.  It does
 AD9347.not indicate centimeter accuracy relative to other marks which are
 AD9347.part of the NAVD 88 network.
 AD9347
 AD9347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9347
 AD9347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9347
 AD9347.The ellipsoidal height was determined by GPS observations
 AD9347.and is referenced to NAD 83.
 AD9347
 AD9347.The geoid height was determined by GEOID03.
 AD9347
 AD9347;                    North         East     Units Scale Factor Converg.
 AD9347;SPC OH S     -   194,816.898   587,259.181   MT  0.99995676   -0 05 39.6
 AD9347;UTM  17      - 4,401,840.572   358,763.748   MT  0.99984558   -1 03 16.2
 AD9347
 AD9347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9347!SPC OH S     -   0.99996409  x   0.99995676  =   0.99992085
 AD9347!UTM  17      -   0.99996409  x   0.99984558  =   0.99980968
 AD9347
 AD9347                          SUPERSEDED SURVEY CONTROL
 AD9347
 AD9347  ELLIP H (07/01/97)  228.88   (m)                       GP(       ) 4 2
 AD9347
 AD9347.Superseded values are not recommended for survey control.
 AD9347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9347.See file dsdata.txt to determine how the superseded data were derived.
 AD9347
 AD9347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE5876401841(NAD 83)
 AD9347_MARKER: DD = SURVEY DISK
 AD9347_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9347_STAMPING: I15 C 1995
 AD9347_MARK LOGO: NGS   
 AD9347_PROJECTION: FLUSH
 AD9347_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9347+STABILITY: SURFACE MOTION
 AD9347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9347+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9347_ROD/PIPE-DEPTH: 1.0  meters
 AD9347
 AD9347  HISTORY     - Date     Condition        Report By
 AD9347  HISTORY     - 1995     MONUMENTED       NGS
 AD9347
 AD9347                          STATION DESCRIPTION
 AD9347
 AD9347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9347'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHWEST OF LANCASTER AT
 AD9347'THE FAIRFIELD COUNTY AIRPORT, IN THE MEDIAN OF THE RUNWAY AND THE
 AD9347'PARALLEL TAXI, ON THE WEST SIDE OF THE CONNECTOR TAXI TO RUNWAY END
 AD9347'28, AND ON THE EXTENDED CENTER OF THE STOP LINE. OWNERSHIP--FAIRFIELD
 AD9347'COUNTY AIRPORT AUTHORITY, P.O.  BOX 2360, LANCASTER, OH 43130.
 AD9347'AIRPORT MANAGER IS ROB STARRETT.  PHONE 614-654-7001.  TO REACH FROM
 AD9347'THE INTERSECTION OF U.S.  HIGHWAY 22 (LINCOLN AVENUE) AND U.S.
 AD9347'HIGHWAY 33 (MEMORIAL DRIVE) IN LANCASTER, GO NORTHWEST ON HIGHWAY 33
 AD9347'FOR 6.62 KM (4.10 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 AD9347'NORTH-NORTHEAST, THEN NORTHWEST, ON THE ROAD FOR 0.51 KM (0.30 MI) TO
 AD9347'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, EAST-SOUTHEAST ON THE
 AD9347'ENTRANCE ROAD FOR 0.39 KM (0.25 MI) TO THE APRON.  CONTINUE AHEAD,
 AD9347'NORTH-NORTHWEST, ACROSS APRON FOR 0.11 KM (0.05 MI) TO THE PARALLEL
 AD9347'TAXI.  TURN RIGHT, EAST, ON THE TAXI FOR 1.12 KM (0.70 MI) TO THE
 AD9347'STATION ON THE LEFT.  THE STATION IS A SURVEY DISK ATOP A 1 M (3.3 FT)
 AD9347'LONG FENO PIPE ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AD9347'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  THREE CIRCULAR
 AD9347'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  IT IS 66.3 M (217.5
 AD9347'FT) SOUTHEAST OF THE CENTER OF THE END OF THE RUNWAY (NOS PK NAIL 89)
 AD9347', 43.8 M (143.7 FT) SOUTH OF THE CENTER OF THE THRESHOLD, 47.4 M
 AD9347'(155.5 FT) NORTH OF THE CENTER OF THE PARALLEL TAXI, 30.6 M (100.4 FT)
 AD9347'WEST OF THE CENTER OF THE CONNECTOR TAXI, AND 0.4 M (1.3 FT) EAST OF A
 AD9347'WITNESS POST.  MARK IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AD9347'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6112 ***********************************************************************
 AB6112  CBN         -  This is a Cooperative Base Network Control Station.
 AB6112  PACS        -  This is a Primary Airport Control Station.
 AB6112  DESIGNATION -  I17 A
 AB6112  PID         -  AB6112
 AB6112  STATE/COUNTY-  OH/MIAMI
 AB6112  USGS QUAD   -  PIQUA WEST (1984)
 AB6112
 AB6112                         *CURRENT SURVEY CONTROL
 AB6112  ___________________________________________________________________
 AB6112* NAD 83(1995)-  40 09 48.93479(N)    084 18 35.21220(W)     ADJUSTED  
 AB6112* NAVD 88     -       299.49   (meters)     982.6    (feet)  GPS OBS   
 AB6112  ___________________________________________________________________
 AB6112  X           -     483,971.895 (meters)                     COMP
 AB6112  Y           -  -4,857,163.057 (meters)                     COMP
 AB6112  Z           -   4,092,055.649 (meters)                     COMP
 AB6112  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AB6112  ELLIP HEIGHT-         266.31  (meters)          (03/08/05) GPS OBS
 AB6112  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 AB6112
 AB6112  HORZ ORDER  -  B
 AB6112  ELLP ORDER  -  FOURTH    CLASS II
 AB6112
 AB6112.This mark is at Piqua Airport (I17)
 AB6112
 AB6112.The horizontal coordinates were established by GPS observations
 AB6112.and adjusted by the National Geodetic Survey in August 1996..
 AB6112
 AB6112.The orthometric height was determined by GPS observations and a
 AB6112.high-resolution geoid model.
 AB6112
 AB6112.GPS derived orthometric heights for airport stations designated as
 AB6112.PACS or SACS are published to 2 decimal places.  This maintains
 AB6112.centimeter relative accuracy between the PACS and SACS.  It does
 AB6112.not indicate centimeter accuracy relative to other marks which are
 AB6112.part of the NAVD 88 network.
 AB6112
 AB6112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6112
 AB6112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6112
 AB6112.The ellipsoidal height was determined by GPS observations
 AB6112.and is referenced to NAD 83.
 AB6112
 AB6112.The geoid height was determined by GEOID03.
 AB6112
 AB6112;                    North         East     Units Scale Factor Converg.
 AB6112;SPC OH S     -   241,742.848   445,831.189   MT  1.00002837   -1 08 54.0
 AB6112;UTM  16      - 4,449,385.090   729,101.643   MT  1.00024618   +1 44 09.1
 AB6112
 AB6112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6112!SPC OH S     -   0.99995822  x   1.00002837  =   0.99998659
 AB6112!UTM  16      -   0.99995822  x   1.00024618  =   1.00020439
 AB6112
 AB6112:                Primary Azimuth Mark                     Grid Az
 AB6112:SPC OH S     -  PIQPORT AZ MK                            069 03 56.2
 AB6112:UTM  16      -  PIQPORT AZ MK                            066 10 53.1
 AB6112
 AB6112|---------------------------------------------------------------------|
 AB6112| PID    Reference Object                     Distance      Geod. Az  |
 AB6112|                                                           dddmmss.s |
 AB6112| LA2425 PIQPORT AZ MK                       466.442 METERS 0675502.2 |
 AB6112| AE2040 I17 B                               487.200 METERS 2625319.4 |
 AB6112| LA2422 PIQPORT                             228.526 METERS 27131     |
 AB6112|---------------------------------------------------------------------|
 AB6112
 AB6112                          SUPERSEDED SURVEY CONTROL
 AB6112
 AB6112  ELLIP H (08/20/96)  266.35   (m)                       GP(       ) 4 2
 AB6112
 AB6112.Superseded values are not recommended for survey control.
 AB6112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6112.See file dsdata.txt to determine how the superseded data were derived.
 AB6112
 AB6112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK2910249385(NAD 83)
 AB6112_MARKER: I = METAL ROD
 AB6112_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6112_STAMPING: I17 A 1995
 AB6112_MARK LOGO: OHDT  
 AB6112_PROJECTION: FLUSH
 AB6112_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6112+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1996
 AB6112_ROD/PIPE-DEPTH: 6    meters
 AB6112_SLEEVE-DEPTH  : 1 meters
 AB6112
 AB6112  HISTORY     - Date     Condition        Report By
 AB6112  HISTORY     - 1995     MONUMENTED       OHDT
 AB6112  HISTORY     - 19960126 GOOD             NGS
 AB6112
 AB6112                          STATION DESCRIPTION
 AB6112
 AB6112'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CMS)
 AB6112'STATION IS LOCATED ABOUT 3.5 MILES (5.6 KM) WEST-NORTHWEST OF PIQUA, 4
 AB6112'MILES (6.4 KM) NORTHEAST OF COVINGTON, 2.2 MILES (3.5 KM) EAST OF THE
 AB6112'JUNCTION OF STATE HIGHWAYS 48 AND 185, AT THE PIQUA MUNICIPAL AIRPORT.
 AB6112'OWNERSHIP CITY OF PIQUA, C/O AIRPORT MANAGER JAMES W. BROWN III, 5465
 AB6112'WEST ROUTE 185 PIQUA OHIO 45356 PHONE 513-778-4204 FAX 513-778-4202.
 AB6112'TO REACH FROM THE JUNCTION OF HIGHWAYS 48 AND 185 (ABOUT 3 MILES (4.8
 AB6112'KM) NORTH OF COVINGTON) , GO EAST ON HIGHWAY 185 FOR 1.5 MILES (2.4
 AB6112'KM) TO A CROSSROAD (MULBERRY GROVE-RAKESTRAW ROAD) .  CONTINUE EAST
 AB6112'FOR 0.7 MILES (1.1 KM) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 AB6112'LEFT, NORTH, FOR 0.1 MILES (0.2 KM) TO ITS END AT AIRPORT BUILDING,
 AB6112'TURN LEFT, WEST, AND GO TO THE END OF THE BLACKTOP PAST HARTZELL
 AB6112'SERVICE CENTER, THE MARK IS 80.0 FEET (24.4 M) WEST OF THE EDGE OF
 AB6112'BLACKTOP, 143.1 FEET (43.6 M) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY,
 AB6112'AND 178.6 FEET (54.4 M) NORTH OF THE NORTHWEST CORNER OF A HANGAR (IN
 AB6112'LINE WITH THE WEST EDGE OF HANGAR) .  NOTE--ACCESS TO THE DATUM POINT
 AB6112'IS THROUGH A 5 INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB6112'SPECIFICATIONS FOR A CLASS A MARK.  THE ROD IS FLUSH WITH GROUND LEVEL
 AB6112'AND DRIVEN TO A DEPTH OF 17 FT.
 AB6112
 AB6112                          STATION RECOVERY (1996)
 AB6112
 AB6112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB6112'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS)
 AB6112'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE2040 ***********************************************************************
 AE2040  SACS        -  This is a Secondary Airport Control Station.
 AE2040  DESIGNATION -  I17 B
 AE2040  PID         -  AE2040
 AE2040  STATE/COUNTY-  OH/MIAMI
 AE2040  USGS QUAD   -  PIQUA WEST (1984)
 AE2040
 AE2040                         *CURRENT SURVEY CONTROL
 AE2040  ___________________________________________________________________
 AE2040* NAD 83(1995)-  40 09 46.97883(N)    084 18 55.64206(W)     ADJUSTED  
 AE2040* NAVD 88     -       303.06   (meters)     994.3    (feet)  GPS OBS   
 AE2040  ___________________________________________________________________
 AE2040  X           -     483,494.932 (meters)                     COMP
 AE2040  Y           -  -4,857,252.412 (meters)                     COMP
 AE2040  Z           -   4,092,011.852 (meters)                     COMP
 AE2040  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AE2040  ELLIP HEIGHT-         269.89  (meters)          (10/07/05) GPS OBS
 AE2040  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 AE2040
 AE2040  HORZ ORDER  -  FIRST
 AE2040  ELLP ORDER  -  FIFTH     CLASS II
 AE2040
 AE2040.This mark is at Piqua Airport (I17)
 AE2040
 AE2040.The horizontal coordinates were established by GPS observations
 AE2040.and adjusted by the National Geodetic Survey in August 1997..
 AE2040
 AE2040.The orthometric height was determined by GPS observations and a
 AE2040.high-resolution geoid model.
 AE2040
 AE2040.GPS derived orthometric heights for airport stations designated as
 AE2040.PACS or SACS are published to 2 decimal places.  This maintains
 AE2040.centimeter relative accuracy between the PACS and SACS.  It does
 AE2040.not indicate centimeter accuracy relative to other marks which are
 AE2040.part of the NAVD 88 network.
 AE2040
 AE2040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2040
 AE2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2040
 AE2040.The ellipsoidal height was determined by GPS observations
 AE2040.and is referenced to NAD 83.
 AE2040
 AE2040.The geoid height was determined by GEOID03.
 AE2040
 AE2040;                    North         East     Units Scale Factor Converg.
 AE2040;SPC OH S     -   241,692.234   445,346.611   MT  1.00002824   -1 09 07.0
 AE2040;UTM  16      - 4,449,310.141   728,620.122   MT  1.00024346   +1 43 55.9
 AE2040
 AE2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2040!SPC OH S     -   0.99995766  x   1.00002824  =   0.99998590
 AE2040!UTM  16      -   0.99995766  x   1.00024346  =   1.00020111
 AE2040
 AE2040:                Primary Azimuth Mark                     Grid Az
 AE2040:SPC OH S     -  I17 A                                    084 02 13.2
 AE2040:UTM  16      -  I17 A                                    081 09 10.3
 AE2040
 AE2040|---------------------------------------------------------------------|
 AE2040| PID    Reference Object                     Distance      Geod. Az  |
 AE2040|                                                           dddmmss.s |
 AE2040| AB6112 I17 A                               487.200 METERS 0825306.2 |
 AE2040|---------------------------------------------------------------------|
 AE2040
 AE2040                          SUPERSEDED SURVEY CONTROL
 AE2040
 AE2040  ELLIP H (08/07/97)  269.92   (m)                       GP(       ) 5 2
 AE2040
 AE2040.Superseded values are not recommended for survey control.
 AE2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2040.See file dsdata.txt to determine how the superseded data were derived.
 AE2040
 AE2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK2862049310(NAD 83)
 AE2040_MARKER: DD = SURVEY DISK
 AE2040_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE2040_STAMPING: I17 B 1995
 AE2040_MARK LOGO: NGS   
 AE2040_PROJECTION: RECESSED 3 CENTIMETERS
 AE2040_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2040+STABILITY: SURFACE MOTION
 AE2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2040+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2040_ROD/PIPE-DEPTH: 1    meters
 AE2040
 AE2040  HISTORY     - Date     Condition        Report By
 AE2040  HISTORY     - 1995     MONUMENTED       NGS
 AE2040
 AE2040                          STATION DESCRIPTION
 AE2040
 AE2040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE2040'THIS STATION IS DESIGINATED AS A SECONDARY CONTROL STATION (SACS) .
 AE2040'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHEAST OF COVINGTON, 4
 AE2040'KM (2.50 MI) WEST-NORTHWEST OF PIQUA, 3.5 KM (2.15 MI) EAST OF THE
 AE2040'JUNCTION OF STATE HIGHWAYS 48 AND 185 AT THE PIQUA AIRPORT AND AT THE
 AE2040'WEST END OF THE RUNWAY AND IN LIN WITH TWO RUNUP RAMP LIGHTS.
 AE2040'OWNERSHIP--CITY OF PIQUA, 5465 WEST STATE ROUTE 185, PIQUA, OH
 AE2040'45356-2634.  AIRPORT MANAGER IS JAMES W.  BROWN, III.  PHONE (513)
 AE2040'778-4204.  TO REACH FROM THE JUNCTION OF HIGWAYS 48 AND 185 (ABOUT 5
 AE2040'KM (3.10 MI) NORTH OF COVINGTON) , GO EAST ON HIGHWAY 185 FOR 2.42 KM
 AE2040'(1.50 MI) TO A CROSSROAD (MULBERRY GROVE ROAD) .  CONTINUE EAST ON
 AE2040'HIGHWAY 185 FOR 1.6 KM (1.00 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.
 AE2040'TURN LEFT, NORTH, FOR 0.16 KM (0.10 MI) TO ITS END AND AT AIRPORT
 AE2040'BUILDING.  TURN LEFT, WEST, THEN NORTH, ON TARMAC AND GO 0.19 KM (0.10
 AE2040'MI) TO THE TAXIWAY.  TURN LEFT, WEST, ALONG THE TAXIWAY FOR 0.26 KM
 AE2040'(0.15 MI) TO THE END OF THE TAXIWAY.  CONTINUE WEST ALONG THE RUNWAY
 AE2040'FOR 0.21 KM (0.15 MI) TO THE RUNWAY END AND THE STATION.  THE STATION
 AE2040'IS A 1 M (3.3 FT) LONG FENO ROD ENCASED IN A 12.7 CM PVC PIPE WITH A
 AE2040'LOGO CAP RECESSED 3 CM.  IT IS 30.9 M (101.4 FT) SOUTH-SOUTHWEST OF
 AE2040'THE CENTER OF THE RUNWAY END, 18.2 M (59.7 FT) NORTHWEST OF THE
 AE2040'SOUTHWEST CORNER OF THE RUNUP RAMP, 16.3 M (53.5 FT) WEST-SOUTHWEST OF
 AE2040'THE WEST EDGE OF THE RAMP, 12.75 M (41.83 FT) WEST-SOUTHWEST OF A
 AE2040'TAXIWAY LIGHT, AND 0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 AE2040'DESCRIBED BY D.  G.  AUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9098 ***********************************************************************
 AD9098  SACS        -  This is a Secondary Airport Control Station.
 AD9098  DESIGNATION -  I19 A
 AD9098  PID         -  AD9098
 AD9098  STATE/COUNTY-  OH/GREENE
 AD9098  USGS QUAD   -  XENIA (1994)
 AD9098
 AD9098                         *CURRENT SURVEY CONTROL
 AD9098  ___________________________________________________________________
 AD9098* NAD 83(1995)-  39 41 34.48577(N)    083 59 17.99112(W)     ADJUSTED  
 AD9098* NAVD 88     -       284.51   (meters)     933.4    (feet)  GPS OBS   
 AD9098  ___________________________________________________________________
 AD9098  X           -     514,726.492 (meters)                     COMP
 AD9098  Y           -  -4,887,719.470 (meters)                     COMP
 AD9098  Z           -   4,051,968.155 (meters)                     COMP
 AD9098  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AD9098  ELLIP HEIGHT-         251.40  (meters)          (10/07/05) GPS OBS
 AD9098  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AD9098
 AD9098  HORZ ORDER  -  FIRST
 AD9098  ELLP ORDER  -  FOURTH    CLASS II
 AD9098
 AD9098.This mark is at Greene County Airport (I19)
 AD9098
 AD9098.The horizontal coordinates were established by GPS observations
 AD9098.and adjusted by the National Geodetic Survey in July 1997..
 AD9098
 AD9098.The orthometric height was determined by GPS observations and a
 AD9098.high-resolution geoid model.
 AD9098
 AD9098.GPS derived orthometric heights for airport stations designated as
 AD9098.PACS or SACS are published to 2 decimal places.  This maintains
 AD9098.centimeter relative accuracy between the PACS and SACS.  It does
 AD9098.not indicate centimeter accuracy relative to other marks which are
 AD9098.part of the NAVD 88 network.
 AD9098
 AD9098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9098
 AD9098.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9098
 AD9098.The ellipsoidal height was determined by GPS observations
 AD9098.and is referenced to NAD 83.
 AD9098
 AD9098.The geoid height was determined by GEOID03.
 AD9098
 AD9098;                    North         East     Units Scale Factor Converg.
 AD9098;SPC OH S     -   188,989.545   472,350.308   MT  0.99995037   -0 56 39.8
 AD9098;UTM  17      - 4,397,944.402   243,756.360   MT  1.00040846   -1 54 34.6
 AD9098;UTM  16      - 4,398,011.398   758,245.193   MT  1.00042114   +1 55 28.3
 AD9098
 AD9098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9098!SPC OH S     -   0.99996056  x   0.99995037  =   0.99991093
 AD9098!UTM  17      -   0.99996056  x   1.00040846  =   1.00036900
 AD9098!UTM  16      -   0.99996056  x   1.00042114  =   1.00038168
 AD9098
 AD9098                          SUPERSEDED SURVEY CONTROL
 AD9098
 AD9098  ELLIP H (07/01/97)  251.46   (m)                       GP(       ) 4 2
 AD9098
 AD9098.Superseded values are not recommended for survey control.
 AD9098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9098.See file dsdata.txt to determine how the superseded data were derived.
 AD9098
 AD9098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD4375697944(NAD 83)
 AD9098_MARKER: DD = SURVEY DISK
 AD9098_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD9098_SP_SET: CATCH BASIN
 AD9098_STAMPING: I19 A 1995
 AD9098_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9098+STABILITY: SURFACE MOTION
 AD9098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9098+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2002
 AD9098
 AD9098  HISTORY     - Date     Condition        Report By
 AD9098  HISTORY     - 1995     MONUMENTED       NGS
 AD9098  HISTORY     - 20021119 GOOD             USPSQD
 AD9098
 AD9098                          STATION DESCRIPTION
 AD9098
 AD9098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9098'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST OF XENIA, OH.  AT
 AD9098'THE GREENE COUNTY AIRPORT.  NORTHEAST OF THE CENTER OF THE AIRPORT,
 AD9098'ALONG THE SOUTHEAST SIDE OF THE MAIN TAXI, IN LINE WITH AND SOUTHEAST
 AD9098'OF THE 4TH.  SET OF NORTHWEST-SOUTHEAST TAXI LIGHTS SOUTHWEST OF THE
 AD9098'NORTHEAST END OF THE MAIN TAXI, SOUTHEAST OF AND ACROSS THE TAXI FROM
 AD9098'THE HEAD OF A DEEP HOLLOW, IN TOP OF AND NEAR THE SOUTH-SOUTHWEST
 AD9098'CORNER OF A 4 X 5 X 4 FOOT (1.2 M) DEEP CONCRETE CATCH BASIN.
 AD9098'OWNERSHIP--GREENE COUNTY REGIONAL AIRPORT AUTHORITY INCORPORATED,
 AD9098'GREENE COUNTY, 140 NORTH VALLEY ROAD, XENIA, OH.  45385.  AIRPORT
 AD9098'MANAGER BARRY A.  SCHREIBER, PHONE 513-376-8107.  NOTE--CONTACT
 AD9098'24-HOURS IN ADVANCE, (STOP AT OFFICE FOR CARD TO OPEN GATE) .
 AD9098'NOTE--MARK IS A SECONDARY AIRPORT CONTROL STATION (SACS) , AND IS A 1
 AD9098'AND 3/16 INCH SURVEY DISK.  TO REACH THE STATION FROM THE XENIA BYPASS
 AD9098'BRIDGE OVER U.S.  HIGHWAY 35 NEAR THE WEST SIDE OF XENIA, GO WEST 2.4
 AD9098'KM (1.50 MI) ALONG HIGHWAY 35 TO VALLEY ROAD ON THE LEFT. TURN LEFT,
 AD9098'SOUTH, 1.3 KM (0.80 MI) ALONG VALLEY ROAD TO THE AIRPORT ENTRANCE ROAD
 AD9098'ON THE LEFT.  TURN LEFT, NORTHEAST, 0.2 KM (0.10 MI) ALONG THE
 AD9098'ENTRANCE ROAD TO THE AIRPORT OFFICE.  FROM THE OFFICE, GO NORTHEAST,
 AD9098'0.05 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE, NORTHEAST, THEN
 AD9098'SOUTHEAST, 0.15 KM (0.10 MI) ALONG CURVED ROAD AND ACROSS APRON TO THE
 AD9098'MAIN TAXI.  TURN LEFT, EAST-NORTHEAST, 0.58 KM (0.35 MI) ALONG THE
 AD9098'MAIN TAXI TO THE STATION ON THE RIGHT.  STATION IS 44.3 M (145.3 FT)
 AD9098'NORTHWEST OF THE RUNWAY CENTERLINE, 10.9 M (35.8 FT) SOUTHEAST OF THE
 AD9098'MAIN TAXI CENTERLINE, 4.5 M (14.8 FT) SOUTHEAST OF AND IN LINE WITH
 AD9098'THE TAXI LIGHTS, AND THE STATION IS ABOUT 1.5 M (4.9 FT) BELOW THE
 AD9098'LEVEL OF THE MAIN TAXI AND FLUSH WITH THE GROUND SURFACE.  BY R.G.
 AD9098'HAYES
 AD9098
 AD9098                          STATION RECOVERY (2002)
 AD9098
 AD9098'RECOVERY NOTE BY US POWER SQUADRON 2002 (THM)
 AD9098'MARK IS ON SOUTH SIDE OF DRAIN GRATING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD8864 ***********************************************************************
 AD8864  SACS        -  This is a Secondary Airport Control Station.
 AD8864  DESIGNATION -  I23 B
 AD8864  PID         -  AD8864
 AD8864  STATE/COUNTY-  OH/FAYETTE
 AD8864  USGS QUAD   -  WASHINGTON COURT HOUSE (1986)
 AD8864
 AD8864                         *CURRENT SURVEY CONTROL
 AD8864  ___________________________________________________________________
 AD8864* NAD 83(1995)-  39 34 29.81040(N)    083 24 58.17213(W)     ADJUSTED  
 AD8864* NAVD 88     -       297.60   (meters)     976.4    (feet)  GPS OBS   
 AD8864  ___________________________________________________________________
 AD8864  X           -     564,469.339 (meters)                     COMP
 AD8864  Y           -  -4,890,646.013 (meters)                     COMP
 AD8864  Z           -   4,041,889.765 (meters)                     COMP
 AD8864  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AD8864  ELLIP HEIGHT-         265.20  (meters)          (10/07/05) GPS OBS
 AD8864  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 AD8864
 AD8864  HORZ ORDER  -  FIRST
 AD8864  ELLP ORDER  -  FOURTH    CLASS II
 AD8864
 AD8864.This mark is at Fayette County Airport (I23)
 AD8864
 AD8864.The horizontal coordinates were established by GPS observations
 AD8864.and adjusted by the National Geodetic Survey in July 1997..
 AD8864
 AD8864.The orthometric height was determined by GPS observations and a
 AD8864.high-resolution geoid model.
 AD8864
 AD8864.GPS derived orthometric heights for airport stations designated as
 AD8864.PACS or SACS are published to 2 decimal places.  This maintains
 AD8864.centimeter relative accuracy between the PACS and SACS.  It does
 AD8864.not indicate centimeter accuracy relative to other marks which are
 AD8864.part of the NAVD 88 network.
 AD8864
 AD8864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8864
 AD8864.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8864
 AD8864.The ellipsoidal height was determined by GPS observations
 AD8864.and is referenced to NAD 83.
 AD8864
 AD8864.The geoid height was determined by GEOID03.
 AD8864
 AD8864;                    North         East     Units Scale Factor Converg.
 AD8864;SPC OH S     -   175,240.135   521,288.700   MT  0.99994142   -0 34 52.8
 AD8864;UTM  17      - 4,383,370.882   292,472.615   MT  1.00013027   -1 32 23.5
 AD8864
 AD8864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8864!SPC OH S     -   0.99995840  x   0.99994142  =   0.99989982
 AD8864!UTM  17      -   0.99995840  x   1.00013027  =   1.00008866
 AD8864
 AD8864:                Primary Azimuth Mark                     Grid Az
 AD8864:SPC OH S     -  WASHPORT                                 211 08 23.7
 AD8864:UTM  17      -  WASHPORT                                 212 05 54.4
 AD8864
 AD8864|---------------------------------------------------------------------|
 AD8864| PID    Reference Object                     Distance      Geod. Az  |
 AD8864|                                                           dddmmss.s |
 AD8864| JY1593 WASHPORT                            APPROX. 0.6 KM 2103330.9 |
 AD8864|---------------------------------------------------------------------|
 AD8864
 AD8864                          SUPERSEDED SURVEY CONTROL
 AD8864
 AD8864  ELLIP H (07/02/97)  265.18   (m)                       GP(       ) 4 2
 AD8864
 AD8864.Superseded values are not recommended for survey control.
 AD8864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8864.See file dsdata.txt to determine how the superseded data were derived.
 AD8864
 AD8864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD9247383371(NAD 83)
 AD8864_MARKER: DD = SURVEY DISK
 AD8864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8864_SP_SET: CONCRETE VASI LIGHT BASE
 AD8864_STAMPING: I23 B 1995
 AD8864_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8864+STABILITY: SURFACE MOTION
 AD8864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8864+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD8864
 AD8864  HISTORY     - Date     Condition        Report By
 AD8864  HISTORY     - 1995     MONUMENTED       NGS
 AD8864
 AD8864                          STATION DESCRIPTION
 AD8864
 AD8864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD8864'THE STATION IS LOCATED ABOUT 3.65 KM (2.25 MI) NORTHEAST OF WASHINGTON
 AD8864'COURT HOUSE, AT THE FAYETTE COUNTY AIRPORT.  STATION IS ALONG THE
 AD8864'NORTHEAST SIDE OF THE RUNWAY, NEAR RUNWAY END 22, NEAR THE SOUTH
 AD8864'CORNER OF THE MOST NORTHWEST 1 OF 4 (NEW) VASI LIGHT BASES.
 AD8864'OWNERSHIP--FAYETTE COUNTY COMMISSIONERS, 2770 STATE ROUTE 38
 AD8864'NORTHEAST, WASHINGTON COURTHOUSE, OH.  43160-9006.  AIRPORT MANAGER
 AD8864'TOM ESPER, PHONE 614-335-2430.  NOTE--THIS MARK WAS SELECTED AS A
 AD8864'SECONDARY AIRPORT CONTROL STATION (SACS) , AND IS A 1 AND 3/16-INCH
 AD8864'SURVEY DISK.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY
 AD8864'62 AND STATE HIGHWAYS 38 AND 3 ON THE NORTH SIDE OF WASHINGTON
 AD8864'COURTHOUSE, GO NORTHERLY 3.65 KM (2.25 MI) ALONG HIGHWAY 38 TO AIRPORT
 AD8864'ROAD ON THE RIGHT.  TURN RIGHT, EASTERLY, 0.32 KM (0.20 MI) TO A FORK
 AD8864'IN FRONT OF THE COUNTY HOME.  BEAR LEFT, NORTHEAST, THEN EAST, 0.48 KM
 AD8864'(0.30 MI) AROUND HOME TO A CHAIN GATE AND AIRPORT OFFICE ON THE RIGHT.
 AD8864'PASS THROUGH GATE, TURN LEFT, NORTHEAST, 0.46 KM (0.30 MI) ALONG TAXI
 AD8864'TO THE RUNWAY.  BEAR LEFT, NORTHEAST, 0.08 KM (0.05 MI) ACROSS RUNWAY
 AD8864'TO THE STATION IN THE (NEW) VASI LIGHT BASE. STATION IS 27.4 M (89.9
 AD8864'FT) SOUTHEAST OF THE RUNWAY CENTERLINE, 11.5 M (37.7 FT) WEST OF THE
 AD8864'EAST END OF THE SOUTH 1 OF 2 36-INCH CULVERTS RUNNING UNDER THE
 AD8864'RUNWAY, AND THE STATION IS LEVEL WITH THE RUNWAY. BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6071 ***********************************************************************
 AB6071  CBN         -  This is a Cooperative Base Network Control Station.
 AB6071  PACS        -  This is a Primary Airport Control Station.
 AB6071  DESIGNATION -  I40 A
 AB6071  PID         -  AB6071
 AB6071  STATE/COUNTY-  OH/COSHOCTON
 AB6071  USGS QUAD   -  COSHOCTON (1994)
 AB6071
 AB6071                         *CURRENT SURVEY CONTROL
 AB6071  ___________________________________________________________________
 AB6071* NAD 83(1995)-  40 18 22.53443(N)    081 51 20.10133(W)     ADJUSTED  
 AB6071* NAVD 88     -       299.08   (meters)     981.2    (feet)  GPS OBS   
 AB6071  ___________________________________________________________________
 AB6071  X           -     690,065.496 (meters)                     COMP
 AB6071  Y           -  -4,821,853.722 (meters)                     COMP
 AB6071  Z           -   4,104,149.202 (meters)                     COMP
 AB6071  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AB6071  ELLIP HEIGHT-         265.62  (meters)          (03/08/05) GPS OBS
 AB6071  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 AB6071
 AB6071  HORZ ORDER  -  B
 AB6071  ELLP ORDER  -  FOURTH    CLASS II
 AB6071
 AB6071.This mark is at Richard Downing Airport (I40)
 AB6071
 AB6071.The horizontal coordinates were established by GPS observations
 AB6071.and adjusted by the National Geodetic Survey in August 1996..
 AB6071
 AB6071.The orthometric height was determined by GPS observations and a
 AB6071.high-resolution geoid model.
 AB6071
 AB6071.GPS derived orthometric heights for airport stations designated as
 AB6071.PACS or SACS are published to 2 decimal places.  This maintains
 AB6071.centimeter relative accuracy between the PACS and SACS.  It does
 AB6071.not indicate centimeter accuracy relative to other marks which are
 AB6071.part of the NAVD 88 network.
 AB6071
 AB6071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6071
 AB6071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6071
 AB6071.The ellipsoidal height was determined by GPS observations
 AB6071.and is referenced to NAD 83.
 AB6071
 AB6071.The geoid height was determined by GEOID03.
 AB6071
 AB6071;                    North         East     Units Scale Factor Converg.
 AB6071;SPC OH N     -    71,227.760   654,783.529   MT  1.00002677   +0 25 24.1
 AB6071;UTM  17      - 4,462,101.103   427,294.505   MT  0.99966507   -0 33 12.5
 AB6071
 AB6071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6071!SPC OH N     -   0.99995833  x   1.00002677  =   0.99998510
 AB6071!UTM  17      -   0.99995833  x   0.99966507  =   0.99962342
 AB6071
 AB6071|---------------------------------------------------------------------|
 AB6071| PID    Reference Object                     Distance      Geod. Az  |
 AB6071|                                                           dddmmss.s |
 AB6071| KY3568 COSHOCTON CBL 425                   123.549 METERS 02724     |
 AB6071| KY3537 COSHOCTON CBL 0                     304.051 METERS 22123     |
 AB6071| KY3567 COSHOCTON CBL 150                   154.796 METERS 22518     |
 AB6071|---------------------------------------------------------------------|
 AB6071
 AB6071                          SUPERSEDED SURVEY CONTROL
 AB6071
 AB6071  ELLIP H (08/20/96)  265.64   (m)                       GP(       ) 4 2
 AB6071
 AB6071.Superseded values are not recommended for survey control.
 AB6071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6071.See file dsdata.txt to determine how the superseded data were derived.
 AB6071
 AB6071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME2729562101(NAD 83)
 AB6071_MARKER: DD = SURVEY DISK
 AB6071_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6071_STAMPING: I40 A 1995
 AB6071_MARK LOGO: OHDT  
 AB6071_PROJECTION: FLUSH
 AB6071_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6071+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1995
 AB6071_ROD/PIPE-DEPTH: 6.40 meters
 AB6071_SLEEVE-DEPTH  : 1.0 meters
 AB6071
 AB6071  HISTORY     - Date     Condition        Report By
 AB6071  HISTORY     - 1995     MONUMENTED       OHDT
 AB6071  HISTORY     - 19950824 GOOD             NGS
 AB6071
 AB6071                          STATION DESCRIPTION
 AB6071
 AB6071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6071'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTH OF COSHOCTON AT
 AB6071'THE RICHARD DOWNING AIRPORT.  IN THE GRASS MEDIAN BETWEEN THE RUNWAY
 AB6071'AND APRON, NEAR THE WEST CORNER OF THE APRON, ON A KNOLL ABOUT 2.0 M
 AB6071'(6.6 FT) ABOVE THE RUNWAY.  OWNERSHIP--COUNTY OF COSHOCTON, 24359
 AB6071'COUNTY ROAD 202, COSHOCTON, OH.  43812.  AIRPORT MANAGER RICK TURNER,
 AB6071'PHONE 614-622-2252.  NOTE--CONTACT AIRPORT MANAGER 24-HOURS IN ADVANCE
 AB6071'FOR PERMISSION TO ENTER AIRPORT GROUNDS.  TO REACH THE STATION FROM
 AB6071'THE JUNCTION OF U.S.  HIGHWAY 36 AND STATE HIGHWAY 83 NORTH OF
 AB6071'COSHOCTON, GO NORTHEAST 2.1 KM (1.30 MI) ALONG HIGHWAY 36 TO THE
 AB6071'INTERSECTION OF DREHER ROAD ON THE RIGHT AND COUNTY ROAD 202 ON THE
 AB6071'LEFT.  TURN LEFT, NORTH, 1.1 KM (0.70 MI) TO THE AIRPORT PARKING LOT.
 AB6071'TURN LEFT, SOUTHWEST, 0.10 KM (0.05 MI) TO A LOCKED GATE AND THE
 AB6071'OFFICE ON THE RIGHT.  PASS THROUGH GATE, SOUTHWEST, 0.08 KM (0.05 MI)
 AB6071'TO THE WEST CORNER OF THE APRON AND THE STATION ON THE RIGHT.  STATION
 AB6071'IS 47.7 M (156.5 FT) SOUTHEAST OF THE RUNWAY CENTERLINE, 19.8 M (65.0
 AB6071'FT) NORTHWEST OF THE NORTHWEST EDGE OF THE APRON, 17.3 M (56.8 FT)
 AB6071'NORTH OF THE NORTH CORNER OF THE TAXI END AT THE APRON, 6.2 M (20.3
 AB6071'FT) SOUTHEAST OF THE NORTHWEST EDGE OF AN EMBANKMENT, AND 0.3 M (1.0
 AB6071'FT) SOUTHEAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS
 AB6071'THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A
 AB6071'REQUIREMENTS.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6097 ***********************************************************************
 AB6097  CBN         -  This is a Cooperative Base Network Control Station.
 AB6097  PACS        -  This is a Primary Airport Control Station.
 AB6097  DESIGNATION -  I43
 AB6097  PID         -  AB6097
 AB6097  STATE/COUNTY-  OH/JACKSON
 AB6097  USGS QUAD   -  OAK HILL (1985)
 AB6097
 AB6097                         *CURRENT SURVEY CONTROL
 AB6097  ___________________________________________________________________
 AB6097* NAD 83(1995)-  38 59 07.88844(N)    082 34 35.25229(W)     ADJUSTED  
 AB6097* NAVD 88     -       218.69   (meters)     717.5    (feet)  GPS OBS   
 AB6097  ___________________________________________________________________
 AB6097  X           -     641,426.163 (meters)                     COMP
 AB6097  Y           -  -4,922,870.781 (meters)                     COMP
 AB6097  Z           -   3,991,184.394 (meters)                     COMP
 AB6097  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AB6097  ELLIP HEIGHT-         184.97  (meters)          (03/08/05) GPS OBS
 AB6097  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 AB6097
 AB6097  HORZ ORDER  -  B
 AB6097  ELLP ORDER  -  FOURTH    CLASS II
 AB6097
 AB6097.This mark is at James A Rhodes Airport (I43)
 AB6097
 AB6097.The horizontal coordinates were established by GPS observations
 AB6097.and adjusted by the National Geodetic Survey in August 1996..
 AB6097
 AB6097.The orthometric height was determined by GPS observations and a
 AB6097.high-resolution geoid model.
 AB6097
 AB6097.GPS derived orthometric heights for airport stations designated as
 AB6097.PACS or SACS are published to 2 decimal places.  This maintains
 AB6097.centimeter relative accuracy between the PACS and SACS.  It does
 AB6097.not indicate centimeter accuracy relative to other marks which are
 AB6097.part of the NAVD 88 network.
 AB6097
 AB6097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6097
 AB6097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6097
 AB6097.The ellipsoidal height was determined by GPS observations
 AB6097.and is referenced to NAD 83.
 AB6097
 AB6097.The geoid height was determined by GEOID03.
 AB6097
 AB6097;                    North         East     Units Scale Factor Converg.
 AB6097;SPC OH S     -   109,409.226   593,375.551   MT  0.99995999   -0 02 54.7
 AB6097;UTM  17      - 4,316,352.146   363,460.212   MT  0.99982956   -0 59 31.0
 AB6097
 AB6097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6097!SPC OH S     -   0.99997098  x   0.99995999  =   0.99993097
 AB6097!UTM  17      -   0.99997098  x   0.99982956  =   0.99980054
 AB6097
 AB6097|---------------------------------------------------------------------|
 AB6097| PID    Reference Object                     Distance      Geod. Az  |
 AB6097|                                                           dddmmss.s |
 AB6097| HY2528 WINCHESTER                          290.518 METERS 19530     |
 AB6097| HY2531 WINCHESTER AZ MK                    285.182 METERS 35505     |
 AB6097|---------------------------------------------------------------------|
 AB6097
 AB6097                          SUPERSEDED SURVEY CONTROL
 AB6097
 AB6097  ELLIP H (08/20/96)  184.99   (m)                       GP(       ) 4 2
 AB6097
 AB6097.Superseded values are not recommended for survey control.
 AB6097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6097.See file dsdata.txt to determine how the superseded data were derived.
 AB6097
 AB6097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD6346016352(NAD 83)
 AB6097_MARKER: DD = SURVEY DISK
 AB6097_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6097_STAMPING: I43 95
 AB6097_MARK LOGO: OHDT  
 AB6097_PROJECTION: FLUSH
 AB6097_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB6097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6097+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6097_ROD/PIPE-DEPTH: 11.3 meters
 AB6097_SLEEVE-DEPTH  : 0.9 meters
 AB6097
 AB6097  HISTORY     - Date     Condition        Report By
 AB6097  HISTORY     - 1995     MONUMENTED       OHDT
 AB6097
 AB6097                          STATION DESCRIPTION
 AB6097
 AB6097'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995
 AB6097'LOCATED AT THE JACKSON/JAMES A RHOADES AIRPORT IN JACKSON COUNTY, 8.0
 AB6097'KM (4.95 MI) SOUTHEAST OF JACKSON.  51 MM DIAMETER ODOT SURVEY DISK
 AB6097'ATOP AN ALUMINUM ROD DRIVEN TO REFUSAL AT 11.3 M (37.1 FT) .  RR
 AB6097'SPIKES WERE PLACED IN THE CONCRETE FOR DETECTION.  STAMPED --I43 95--.
 AB6097'1.8 M (5.9 FT) EAST OF TAXIWAY AND 1.8 M (5.9 FT) SOUTH OF AIRCRAFT
 AB6097'PARKING AREA AND LEVEL WITH BOTH.  FROM SW CORNER OF ADMINISTRATION
 AB6097'BUILDING S 81 W 37.2 M (122.0 FT) .  FROM FENCE CORNER OF ENTRANCE
 AB6097'LEADING TO HANGER AREA N 61 W 48.1 M (157.8 FT) .  FROM CLOSEST VASI
 AB6097'(VISUAL APPROACH SLOPE INDICATOR) S 12 E 140.6 M (461.3 FT) .  FROM
 AB6097'WINDSOCK N 30 E 198.6 M (651.6 FT) .  68.1 M (223.4 FT) EAST FROM EAST
 AB6097'EDGE OF RUNWAY.  2.4 M (7.9 FT) SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0958 ***********************************************************************
 JY0958  DESIGNATION -  I=578
 JY0958  PID         -  JY0958
 JY0958  STATE/COUNTY-  OH/PIKE
 JY0958  USGS QUAD   -  PIKETON (1979)
 JY0958
 JY0958                         *CURRENT SURVEY CONTROL
 JY0958  ___________________________________________________________________
 JY0958* NAD 83(1986)-  39 04 05.     (N)    083 00 53.     (W)     SCALED    
 JY0958* NAVD 88     -       176.095  (meters)     577.74   (feet)  ADJUSTED  
 JY0958  ___________________________________________________________________
 JY0958  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JY0958  DYNAMIC HT  -         175.987 (meters)     577.38  (feet)  COMP
 JY0958  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 JY0958
 JY0958  VERT ORDER  -  FIRST     CLASS I
 JY0958
 JY0958.The horizontal coordinates were scaled from a topographic map and have
 JY0958.an estimated accuracy of +/- 6 seconds.
 JY0958
 JY0958.The orthometric height was determined by differential leveling
 JY0958.and adjusted by the National Geodetic Survey in June 1991..
 JY0958
 JY0958.The geoid height was determined by GEOID03.
 JY0958
 JY0958.The dynamic height is computed by dividing the NAVD 88
 JY0958.geopotential number by the normal gravity value computed on the
 JY0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0958.degrees latitude (g = 980.6199 gals.).
 JY0958
 JY0958.The modeled gravity was interpolated from observed gravity values.
 JY0958
 JY0958;                    North         East    Units  Estimated Accuracy
 JY0958;SPC OH S     -   118,700.      555,460.      MT  (+/- 180 meters Scaled)
 JY0958
 JY0958                          SUPERSEDED SURVEY CONTROL
 JY0958
 JY0958  NGVD 29 (??/??/92)  176.257  (m)          578.27   (f) ADJ UNCH    1 1
 JY0958
 JY0958.Superseded values are not recommended for survey control.
 JY0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0958.See file dsdata.txt to determine how the superseded data were derived.
 JY0958
 JY0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD257262(NAD 83)
 JY0958_MARKER: DD = SURVEY DISK
 JY0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0958_SP_SET: FOUNDATION
 JY0958_STAMPING: 578
 JY0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JY0958+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 JY0958
 JY0958  HISTORY     - Date     Condition        Report By
 JY0958  HISTORY     - UNK      MONUMENTED       USGS
 JY0958  HISTORY     - 1958     GOOD             NGS
 JY0958  HISTORY     - 1967     GOOD             NGS
 JY0958  HISTORY     - 20051117 GOOD             GEOCAC
 JY0958
 JY0958                          STATION DESCRIPTION
 JY0958
 JY0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0958'AT PIKETON.
 JY0958'AT PIKETON, AT THE INTERSECTION OF SECOND AND FORSYTHE STREETS,
 JY0958'SET VERTICALLY IN THE EAST FACE OF STONE FOUNDATION ALONG THE
 JY0958'EAST SIDE OF THE FIRST NATIONAL BANK BUILDING, 12 FEET SOUTH OF
 JY0958'NORTHEAST CORNER AND 1/2 FOOT ABOVE GROUND.  NOTE-- THE
 JY0958'BUILDING HAS RECENTLY BEEN REMODELED.
 JY0958
 JY0958                          STATION RECOVERY (1967)
 JY0958
 JY0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0958'RECOVERED IN GOOD CONDITION.
 JY0958
 JY0958                          STATION RECOVERY (2005)
 JY0958
 JY0958'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0958'BOTTOM OF DISC IS AT THE LEVEL OF THE SIDEWALK SURFACE.  DISC HAS DEEP
 JY0958'ABRASIONS, OTHERWISE LEGIBLE.  BUILDING IS NO LONGER A BANK.  NAD83
 JY0958'HANDHELD GPS COORDINATES  39 04 4.6 N  83 00 53.2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6077 ***********************************************************************
 AB6077  CBN         -  This is a Cooperative Base Network Control Station.
 AB6077  PACS        -  This is a Primary Airport Control Station.
 AB6077  DESIGNATION -  I66 A
 AB6077  PID         -  AB6077
 AB6077  STATE/COUNTY-  OH/CLINTON
 AB6077  USGS QUAD   -  PORT WILLIAM (1981)
 AB6077
 AB6077                         *CURRENT SURVEY CONTROL
 AB6077  ___________________________________________________________________
 AB6077* NAD 83(1995)-  39 30 07.99492(N)    083 51 44.07212(W)     ADJUSTED  
 AB6077* NAVD 88     -       316.97   (meters)    1039.9    (feet)  GPS OBS   
 AB6077  ___________________________________________________________________
 AB6077  X           -     526,927.058 (meters)                     COMP
 AB6077  Y           -  -4,900,017.926 (meters)                     COMP
 AB6077  Z           -   4,035,674.465 (meters)                     COMP
 AB6077  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 AB6077  ELLIP HEIGHT-         284.06  (meters)          (03/08/05) GPS OBS
 AB6077  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AB6077
 AB6077  HORZ ORDER  -  B
 AB6077  ELLP ORDER  -  FOURTH    CLASS II
 AB6077
 AB6077.This mark is at Clinton Field Airport (I66)
 AB6077
 AB6077.The horizontal coordinates were established by GPS observations
 AB6077.and adjusted by the National Geodetic Survey in August 1996..
 AB6077
 AB6077.The orthometric height was determined by GPS observations and a
 AB6077.high-resolution geoid model.
 AB6077
 AB6077.GPS derived orthometric heights for airport stations designated as
 AB6077.PACS or SACS are published to 2 decimal places.  This maintains
 AB6077.centimeter relative accuracy between the PACS and SACS.  It does
 AB6077.not indicate centimeter accuracy relative to other marks which are
 AB6077.part of the NAVD 88 network.
 AB6077
 AB6077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6077
 AB6077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6077
 AB6077.The ellipsoidal height was determined by GPS observations
 AB6077.and is referenced to NAD 83.
 AB6077
 AB6077.The geoid height was determined by GEOID03.
 AB6077
 AB6077;                    North         East     Units Scale Factor Converg.
 AB6077;SPC OH S     -   167,650.527   482,844.321   MT  0.99993802   -0 51 51.7
 AB6077;UTM  17      - 4,376,423.021   253,895.330   MT  1.00034578   -1 49 17.8
 AB6077
 AB6077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6077!SPC OH S     -   0.99995544  x   0.99993802  =   0.99989346
 AB6077!UTM  17      -   0.99995544  x   1.00034578  =   1.00030120
 AB6077
 AB6077:                Primary Azimuth Mark                     Grid Az
 AB6077:SPC OH S     -  I66 B                                    020 45 24.4
 AB6077:UTM  17      -  I66 B                                    021 42 50.5
 AB6077
 AB6077|---------------------------------------------------------------------|
 AB6077| PID    Reference Object                     Distance      Geod. Az  |
 AB6077|                                                           dddmmss.s |
 AB6077| AE1966 I66 B                               440.015 METERS 0195332.7 |
 AB6077| AE1967 I66 C                               398.369 METERS 22550     |
 AB6077|---------------------------------------------------------------------|
 AB6077
 AB6077                          SUPERSEDED SURVEY CONTROL
 AB6077
 AB6077  ELLIP H (08/20/96)  284.11   (m)                       GP(       ) 4 2
 AB6077
 AB6077.Superseded values are not recommended for survey control.
 AB6077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6077.See file dsdata.txt to determine how the superseded data were derived.
 AB6077
 AB6077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5389576423(NAD 83)
 AB6077_MARKER: I = METAL ROD
 AB6077_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6077_STAMPING: I66 A 1995
 AB6077_MARK LOGO: NGS   
 AB6077_PROJECTION: FLUSH
 AB6077_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6077+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 AB6077_ROD/PIPE-DEPTH: 12.0 meters
 AB6077_SLEEVE-DEPTH  : 0.9 meters
 AB6077
 AB6077  HISTORY     - Date     Condition        Report By
 AB6077  HISTORY     - 1995     MONUMENTED       NGS
 AB6077  HISTORY     - 19971124 GOOD             NGS
 AB6077  HISTORY     - 20000421 GOOD             WOOLPT
 AB6077  HISTORY     - 20000726 MARK NOT FOUND   NGS
 AB6077  HISTORY     - 20051013 GOOD             INDIV
 AB6077
 AB6077                          STATION DESCRIPTION
 AB6077
 AB6077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6077'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH-NORTHEAST OF
 AB6077'WILMINGTON, OH.  AT THE CLINTON FIELD AIRPORT.  IN THE GRASS, NEAR THE
 AB6077'CENTER OF THE AIRPORT, ON A LOW KNOLL JUST SOUTH OF THE SOUTH CORNER
 AB6077'OF THE TIEDOWN AREA SOUTHWEST OF THE OFFICE, AND SOUTHWEST OF THE
 AB6077'SOUTHWEST END OF AND IN LINE WITH A CHAINLINK FENCE.
 AB6077'OWNERSHIP--CLINTON COUNTY, 1581 CURRY ROAD WILMINGTON, OH.  45177.
 AB6077'AIRPORT MANAGER LAURIE NOCK, PHONE 513-382-4638.  NOTE--THIS STATION
 AB6077'WAS SELECTED AS A (PACS) .  TO REACH THE STATION FROM THE JUNCTION OF
 AB6077'INTERSTATE HIGHWAY 71 AND U.S.  HIGHWAY 68 (EXIT 50) , ABOUT 6.4 KM
 AB6077'(3.95 MI) NORTH-NORTHEAST OF WILMINGTON, GO SOUTH, 2.29 KM (1.40 MI)
 AB6077'ALONG HIGHWAY 68 TO GURNEYVILLE ROAD ON THE RIGHT.  TURN RIGHT,
 AB6077'WESTERLY, 1.7 KM (1.05 MI) ALONG GURNEVILLE ROAD TO NORTH CURRY ROAD
 AB6077'ON THE LEFT.  TURN LEFT, SOUTH, 0.5 KM (0.30 MI) ALONG NORTH CURRY
 AB6077'ROAD TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, WEST,
 AB6077'0.04 KM (0.00 MI) TO A GATE AND THE AIRPORT OFFICE ON THE RIGHT. PASS
 AB6077'THROUGH THE GATE, WEST, 0.01 KM (0.00 MI) TO THE APRON AND TIEDOWN
 AB6077'AREA.  TURN LEFT, SOUTHWEST, 0.12 KM (0.05 MI) ACROSS THE TIEDOWN AREA
 AB6077'PAST THE SOUTH CORNER AND THE STATION NEAR THE END OF THE FENCE.
 AB6077'STATION IS 48.9 M (160.4 FT) EAST-SOUTHEAST OF THE TAXI CENTERLINE,
 AB6077'39.3 M (128.9 FT) WEST-NORTHWEST OF NORTH CURRY ROAD CENTERLINE, 12.4
 AB6077'M (40.7 FT) SOUTH OF THE SOUTH CORNER OF THE TIEDOWN AREA, 9.9 M (32.5
 AB6077'FT) SOUTHWEST OF AND IN LINE WITH THE SOUTHWEST END OF A CHAINLINK
 AB6077'FENCE RUNNING NORTHEAST-SOUTHWEST, AND WITNESS POST. NOTE--ACCESS TO
 AB6077'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT
 AB6077'MEET CLASS A REQUIREMENTS.  BY R.G.  HAYES
 AB6077
 AB6077                          STATION RECOVERY (1997)
 AB6077
 AB6077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AB6077'RECOVERED IN GOOD CONDITION WITH CHANGES.  AIRPORT MANAGER IS DAN
 AB6077'CARPENTER, 1581 NORTH CURRY ROAD, WILMINGTON OH 45177, PHONE (937)
 AB6077'382-4638.  THE MARK IS RECESSED 13 CM BELOW THE TOP OF THE LOGO CAP.
 AB6077
 AB6077                          STATION RECOVERY (2000)
 AB6077
 AB6077'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 AB6077'RECOVERED AS DESCRIBED.
 AB6077'NOTE--CHAIN LINK FENCE IS NO LONGER EXISTING.
 AB6077
 AB6077                          STATION RECOVERY (2000)
 AB6077
 AB6077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DAC)
 AB6077'NOT FOUND.
 AB6077'A NEW HANGAR IS AT THE DESCRIBED LOCATION.
 AB6077
 AB6077                          STATION RECOVERY (2005)
 AB6077
 AB6077'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WJC)
 AB6077'RECOVERED AS DESCRIBED
 AB6077'CHAIN LINK FENCE NO LONGER EXIST
 AB6077'STATION IS SOUTH OF THE NEW HANGAR THAT NGS SAID IS ON THE STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE1966 ***********************************************************************
 AE1966  SACS        -  This is a Secondary Airport Control Station.
 AE1966  DESIGNATION -  I66 B
 AE1966  PID         -  AE1966
 AE1966  STATE/COUNTY-  OH/CLINTON
 AE1966  USGS QUAD   -  PORT WILLIAM (1981)
 AE1966
 AE1966                         *CURRENT SURVEY CONTROL
 AE1966  ___________________________________________________________________
 AE1966* NAD 83(1995)-  39 30 21.41111(N)    083 51 37.80532(W)     ADJUSTED  
 AE1966* NAVD 88     -       313.76   (meters)    1029.4    (feet)  GPS OBS   
 AE1966  ___________________________________________________________________
 AE1966  X           -     527,047.509 (meters)                     COMP
 AE1966  Y           -  -4,899,737.682 (meters)                     COMP
 AE1966  Z           -   4,035,991.635 (meters)                     COMP
 AE1966  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AE1966  ELLIP HEIGHT-         280.77  (meters)          (10/07/05) GPS OBS
 AE1966  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AE1966
 AE1966  HORZ ORDER  -  FIRST
 AE1966  ELLP ORDER  -  FOURTH    CLASS II
 AE1966
 AE1966.This mark is at Clinton Field Airport (I66)
 AE1966
 AE1966.The horizontal coordinates were established by GPS observations
 AE1966.and adjusted by the National Geodetic Survey in August 1997..
 AE1966
 AE1966.The orthometric height was determined by GPS observations and a
 AE1966.high-resolution geoid model.
 AE1966
 AE1966.GPS derived orthometric heights for airport stations designated as
 AE1966.PACS or SACS are published to 2 decimal places.  This maintains
 AE1966.centimeter relative accuracy between the PACS and SACS.  It does
 AE1966.not indicate centimeter accuracy relative to other marks which are
 AE1966.part of the NAVD 88 network.
 AE1966
 AE1966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1966
 AE1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1966
 AE1966.The ellipsoidal height was determined by GPS observations
 AE1966.and is referenced to NAD 83.
 AE1966
 AE1966.The geoid height was determined by GEOID03.
 AE1966
 AE1966;                    North         East     Units Scale Factor Converg.
 AE1966;SPC OH S     -   168,061.957   483,000.254   MT  0.99993815   -0 51 47.8
 AE1966;UTM  17      - 4,376,831.955   254,058.181   MT  1.00034479   -1 49 14.3
 AE1966
 AE1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1966!SPC OH S     -   0.99995595  x   0.99993815  =   0.99989411
 AE1966!UTM  17      -   0.99995595  x   1.00034479  =   1.00030073
 AE1966
 AE1966:                Primary Azimuth Mark                     Grid Az
 AE1966:SPC OH S     -  I66 A                                    200 45 24.5
 AE1966:UTM  17      -  I66 A                                    201 42 51.0
 AE1966
 AE1966|---------------------------------------------------------------------|
 AE1966| PID    Reference Object                     Distance      Geod. Az  |
 AE1966|                                                           dddmmss.s |
 AE1966| AB6077 I66 A                               440.015 METERS 1995336.7 |
 AE1966|---------------------------------------------------------------------|
 AE1966
 AE1966                          SUPERSEDED SURVEY CONTROL
 AE1966
 AE1966  ELLIP H (08/11/97)  280.83   (m)                       GP(       ) 4 2
 AE1966
 AE1966.Superseded values are not recommended for survey control.
 AE1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1966.See file dsdata.txt to determine how the superseded data were derived.
 AE1966
 AE1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5405876832(NAD 83)
 AE1966_MARKER: DD = SURVEY DISK
 AE1966_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1966_SP_SET: 6 IN CONC SLAB AROUND PAPI
 AE1966_STAMPING: I66 B 1995
 AE1966_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1966+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 AE1966
 AE1966  HISTORY     - Date     Condition        Report By
 AE1966  HISTORY     - 1995     MONUMENTED       NGS
 AE1966  HISTORY     - 19971124 GOOD             NGS
 AE1966  HISTORY     - 20051013 GOOD             INDIV
 AE1966
 AE1966                          STATION DESCRIPTION
 AE1966
 AE1966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AE1966'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH-NORTHEAST OF
 AE1966'WILMINGTON, OH.  AT THE CLINTON FIELD AIRPORT.  NEAR THE NORTHEAST END
 AE1966'OF THE AIRPORT, ALONG THE NORTHWEST SIDE OF THE TAXI, JUST BEFORE IT
 AE1966'CURVES TO MEET THE RUNWAY, IN TOP OF AND NEAR THE SOUTHWEST CORNER OF
 AE1966'A 7 X 9-FOOT CONCRETE VASI LIGHT BASE, THE MOST EAST-SOUTHEAST 1 OF 2
 AE1966'VASI LIGHTS.  OWNERSHIP--CLINTON COUNTY, 1581 CURRY ROAD WILMINGTON,
 AE1966'OH.  45177.  AIRPORT MANAGER LAURIE NOCK, PHONE 513-382-4638.
 AE1966'NOTE--THIS STATION WAS SELECTED AS A (SACS) , AND IS A 1 AND 3/16-INCH
 AE1966'SURVEY DISK.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AE1966'HIGHWAY 71 AND U.S.  HIGHWAY 68 (EXIT 50) , ABOUT 6.4 KM (3.95 MI)
 AE1966'NORTH-NORTHEAST OF WILMINGTON, GO SOUTH, 2.29 KM (1.40 MI) ALONG
 AE1966'HIGHWAY 68 TO GURNEYVILLE ROAD ON THE RIGHT.  TURN RIGHT, WESTERLY,
 AE1966'1.7 KM (1.05 MI) ALONG GURNEVILLE ROAD TO NORTH CURRY ROAD ON THE
 AE1966'LEFT.  TURN LEFT, SOUTH, 0.5 KM (0.30 MI) ALONG NORTH CURRY ROAD TO
 AE1966'THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, WEST, 0.04 KM
 AE1966'(0.00 MI) TO A GATE AND THE AIRPORT OFFICE ON THE RIGHT.  PASS THROUGH
 AE1966'THE GATE, WEST, 0.04 KM (0.00 MI) ACROSS TIEDOWN AREA AND APRON TO THE
 AE1966'TAXI.  TURN RIGHT, NORTHEAST, 0.31 KM (0.20 MI) ALONG THE TAXI TO THE
 AE1966'VASI LIGHTS ON THE LEFT AND THE STATION NEAR THE SOUTHWEST CORNER.
 AE1966'STATION IS 30.0 M (98.4 FT) SOUTHEAST OF THE RUNWAY CENTERLINE, 15.4 M
 AE1966'(50.5 FT) NORTHWEST OF THE TAXI CENTERLINE, AND THE STATION IS ABOUT
 AE1966'0.1 M (0.3 FT) BELOW THE LEVEL OF THE TAXI AND FLUSH WITH THE GROUND
 AE1966'SURFACE.  BY R.G.  HAYES
 AE1966
 AE1966                          STATION RECOVERY (1997)
 AE1966
 AE1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE1966'RECOVERED IN GOOD CONDITION WITH CHANGES.  AIRPORT MANAGER IS DAN
 AE1966'CARPENTER, 1581 NORTH CURRY ROAD, WILMINGTON OH 45177, PHONE (937)
 AE1966'382-4638.  THE MARK IS A 1-3/16 IN DIA SURVEY DISK SET FLUSH INTO THE
 AE1966'SOUTHWEST CORNER OF A 7X9-FOOT BY 6 INCH THICK CONCRETE SLAB AROUND
 AE1966'BUT SEPERATED BY A CONSTRUCTION JOINT FROM THE 3-FOOT SQUARE CONCRETE
 AE1966'FOUNDATION FOR THE SOUTHEASTERLY OF TWO PAPIS NEAR THE NORTHEAST END
 AE1966'OF THE RUNWAY.  THE STATION IS LOCATED 37.9 M (124.3 FT)
 AE1966'SOUTH-SOUTHWEST FROM A STORM MANHOLE CASTING WHICH PROJECTS 15 CM (6
 AE1966'IN) .
 AE1966
 AE1966                          STATION RECOVERY (2005)
 AE1966
 AE1966'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WJC)
 AE1966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE1967 ***********************************************************************
 AE1967  SACS        -  This is a Secondary Airport Control Station.
 AE1967  DESIGNATION -  I66 C
 AE1967  PID         -  AE1967
 AE1967  STATE/COUNTY-  OH/CLINTON
 AE1967  USGS QUAD   -  WILMINGTON (1979)
 AE1967
 AE1967                         *CURRENT SURVEY CONTROL
 AE1967  ___________________________________________________________________
 AE1967* NAD 83(1995)-  39 29 58.99559(N)    083 51 56.03316(W)     ADJUSTED  
 AE1967* NAVD 88     -       312.59   (meters)    1025.6    (feet)  GPS OBS   
 AE1967  ___________________________________________________________________
 AE1967  X           -     526,661.410 (meters)                     COMP
 AE1967  Y           -  -4,900,220.590 (meters)                     COMP
 AE1967  Z           -   4,035,457.464 (meters)                     COMP
 AE1967  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 AE1967  ELLIP HEIGHT-         279.60  (meters)          (10/07/05) GPS OBS
 AE1967  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AE1967
 AE1967  HORZ ORDER  -  FIRST
 AE1967  ELLP ORDER  -  FOURTH    CLASS II
 AE1967
 AE1967.This mark is at Clinton Field Airport (I66)
 AE1967
 AE1967.The horizontal coordinates were established by GPS observations
 AE1967.and adjusted by the National Geodetic Survey in August 1997..
 AE1967
 AE1967.The orthometric height was determined by GPS observations and a
 AE1967.high-resolution geoid model.
 AE1967
 AE1967.GPS derived orthometric heights for airport stations designated as
 AE1967.PACS or SACS are published to 2 decimal places.  This maintains
 AE1967.centimeter relative accuracy between the PACS and SACS.  It does
 AE1967.not indicate centimeter accuracy relative to other marks which are
 AE1967.part of the NAVD 88 network.
 AE1967
 AE1967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1967
 AE1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1967
 AE1967.The ellipsoidal height was determined by GPS observations
 AE1967.and is referenced to NAD 83.
 AE1967
 AE1967.The geoid height was determined by GEOID03.
 AE1967
 AE1967;                    North         East     Units Scale Factor Converg.
 AE1967;SPC OH S     -   167,377.350   482,554.404   MT  0.99993793   -0 51 59.3
 AE1967;UTM  17      - 4,376,154.616   253,600.769   MT  1.00034756   -1 49 25.1
 AE1967
 AE1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1967!SPC OH S     -   0.99995614  x   0.99993793  =   0.99989407
 AE1967!UTM  17      -   0.99995614  x   1.00034756  =   1.00030368
 AE1967
 AE1967|---------------------------------------------------------------------|
 AE1967| PID    Reference Object                     Distance      Geod. Az  |
 AE1967|                                                           dddmmss.s |
 AE1967| AB6077 I66 A                               398.369 METERS 04550     |
 AE1967|---------------------------------------------------------------------|
 AE1967
 AE1967                          SUPERSEDED SURVEY CONTROL
 AE1967
 AE1967  ELLIP H (08/11/97)  279.66   (m)                       GP(       ) 4 2
 AE1967
 AE1967.Superseded values are not recommended for survey control.
 AE1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1967.See file dsdata.txt to determine how the superseded data were derived.
 AE1967
 AE1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD5360176155(NAD 83)
 AE1967_MARKER: DD = SURVEY DISK
 AE1967_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE1967_SP_SET: CONCRETE PIPE
 AE1967_STAMPING: I66 C 1995
 AE1967_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1967+STABILITY: SURFACE MOTION
 AE1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1967+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 AE1967
 AE1967  HISTORY     - Date     Condition        Report By
 AE1967  HISTORY     - 1995     MONUMENTED       NGS
 AE1967  HISTORY     - 19971124 GOOD             NGS
 AE1967  HISTORY     - 20051013 GOOD             INDIV
 AE1967
 AE1967                          STATION DESCRIPTION
 AE1967
 AE1967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AE1967'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH-NORTHEAST OF
 AE1967'WILMINGTON, OH.  AT THE CLINTON FIELD AIRPORT.  NEAR THE SOUTHWEST END
 AE1967'OF THE AIRPORT, ALONG THE NORTHWEST SIDE OF THE RUNWAY, IN TOP OF AND
 AE1967'NEAR THE NORTHEAST SIDE OF A 30-INCH ROUND CONCRETE CAISSON, BEHIND
 AE1967'THE MOST NORTHWEST 1 OF 2 VASI LIGHTS.  OWNERSHIP--CLINTON COUNTY,
 AE1967'1581 CURRY ROAD WILMINGTON, OH.  45177.  AIRPORT MANAGER LAURIE NOCK,
 AE1967'PHONE 513-382-4638.  NOTE--THIS STATION WAS SELECTED AS A (SACS) , AND
 AE1967'IS A 1 AND 3/16-INCH SURVEY DISK.  TO REACH THE STATION FROM THE
 AE1967'JUNCTION OF INTERSTATE HIGHWAY 71 AND U.S.  HIGHWAY 68 (EXIT 50) ,
 AE1967'ABOUT 6.4 KM (3.95 MI) NORTH-NORTHEAST OF WILMINGTON, GO SOUTH, 2.29
 AE1967'KM (1.40 MI) ALONG HIGHWAY 68 TO GURNEYVILLE ROAD ON THE RIGHT.  TURN
 AE1967'RIGHT, WESTERLY, 1.7 KM (1.05 MI) ALONG GURNEVILLE ROAD TO NORTH CURRY
 AE1967'ROAD ON THE LEFT.  TURN LEFT, SOUTH, 0.5 KM (0.30 MI) ALONG NORTH
 AE1967'CURRY ROAD TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 AE1967'WEST, 0.04 KM (0.00 MI) TO A GATE AND THE AIRPORT OFFICE ON THE RIGHT.
 AE1967'PASS THROUGH THE GATE, WEST, 0.04 KM (0.00 MI) ACROSS TIEDOWN AREA AND
 AE1967'APRON TO THE TAXI.  TURN LEFT, SOUTHWESTERLY, 0.52 KM (0.30 MI) ALONG
 AE1967'THE TAXI AND ACROSS RUNWAY TO THE VASI LIGHTS AND THE STATION BEHIND
 AE1967'THE MOST NORTHWEST 1 OF 2 VASI LIGHTS. STATION IS 25.4 M (83.3 FT)
 AE1967'NORTHWEST OF THE RUNWAY CENTERLINE, AND THE STATION IS 0.8 M (2.6 FT)
 AE1967'BELOW THE LEVEL OF THE RUNWAY AND 0.1 M (0.3 FT) ABOVE THE GROUND
 AE1967'SURFACE.  BY R.G.  HAYES
 AE1967
 AE1967                          STATION RECOVERY (1997)
 AE1967
 AE1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (WCW)
 AE1967'RECOVERED IN GOOD CONDITION WITH CHANGES.  AIRPORT MANAGER IS DAN
 AE1967'CARPENTER, 1581 NORTH CURRY ROAD, WILMINTON OH 45177, PHONE (937)
 AE1967'382-4638.  THE MARK IS A 1-3/16 IN DIA SURVEY DISK SET INTO THE
 AE1967'NORTHEAST SIDE OF A VERTICALLY SET 24 IN DIA BY 2.0 FT (0.6 M) LONG
 AE1967'OBSERVED ROUND CAST IN PLACE CONCRETE PIPE WHICH SERVES AS A
 AE1967'PROTECTIVE CONDUIT FOR ELECTRIC WIRES TO THE NORTHWESTERLY OF TWO
 AE1967'PAPIS NEAR THE SOUTHWEST END OF THE RUNWAY.
 AE1967
 AE1967                          STATION RECOVERY (2005)
 AE1967
 AE1967'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WJC)
 AE1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9447 ***********************************************************************
 AD9447  SACS        -  This is a Secondary Airport Control Station.
 AD9447  DESIGNATION -  I67 A
 AD9447  PID         -  AD9447
 AD9447  STATE/COUNTY-  OH/HAMILTON
 AD9447  USGS QUAD   -  HARRISON (1996)
 AD9447
 AD9447                         *CURRENT SURVEY CONTROL
 AD9447  ___________________________________________________________________
 AD9447* NAD 83(1995)-  39 15 41.52670(N)    084 46 28.46675(W)     ADJUSTED  
 AD9447* NAVD 88     -       176.90   (meters)     580.4    (feet)  GPS OBS   
 AD9447  ___________________________________________________________________
 AD9447  X           -     450,373.863 (meters)                     COMP
 AD9447  Y           -  -4,924,562.788 (meters)                     COMP
 AD9447  Z           -   4,014,930.295 (meters)                     COMP
 AD9447  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AD9447  ELLIP HEIGHT-         143.06  (meters)          (10/07/05) GPS OBS
 AD9447  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AD9447
 AD9447  HORZ ORDER  -  FIRST
 AD9447  ELLP ORDER  -  FOURTH    CLASS II
 AD9447
 AD9447.This mark is at Cincinnati West Airport (I67)
 AD9447
 AD9447.The horizontal coordinates were established by GPS observations
 AD9447.and adjusted by the National Geodetic Survey in July 1997..
 AD9447
 AD9447.The orthometric height was determined by GPS observations and a
 AD9447.high-resolution geoid model.
 AD9447
 AD9447.GPS derived orthometric heights for airport stations designated as
 AD9447.PACS or SACS are published to 2 decimal places.  This maintains
 AD9447.centimeter relative accuracy between the PACS and SACS.  It does
 AD9447.not indicate centimeter accuracy relative to other marks which are
 AD9447.part of the NAVD 88 network.
 AD9447
 AD9447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9447
 AD9447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9447
 AD9447.The ellipsoidal height was determined by GPS observations
 AD9447.and is referenced to NAD 83.
 AD9447
 AD9447.The geoid height was determined by GEOID03.
 AD9447
 AD9447;                    North         East     Units Scale Factor Converg.
 AD9447;SPC OH S     -   142,519.124   403,722.151   MT  0.99993819   -1 26 35.7
 AD9447;UTM  16      - 4,348,160.530   692,001.813   MT  1.00005392   +1 24 31.7
 AD9447
 AD9447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9447!SPC OH S     -   0.99997756  x   0.99993819  =   0.99991575
 AD9447!UTM  16      -   0.99997756  x   1.00005392  =   1.00003147
 AD9447
 AD9447                          SUPERSEDED SURVEY CONTROL
 AD9447
 AD9447  ELLIP H (07/02/97)  143.12   (m)                       GP(       ) 4 2
 AD9447
 AD9447.Superseded values are not recommended for survey control.
 AD9447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9447.See file dsdata.txt to determine how the superseded data were derived.
 AD9447
 AD9447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9200248161(NAD 83)
 AD9447_MARKER: DD = SURVEY DISK
 AD9447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9447_STAMPING: I67 A 1995
 AD9447_MARK LOGO: NGS   
 AD9447_PROJECTION: FLUSH
 AD9447_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9447+STABILITY: SURFACE MOTION
 AD9447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9447+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 AD9447_ROD/PIPE-DEPTH: 1.0  meters
 AD9447
 AD9447  HISTORY     - Date     Condition        Report By
 AD9447  HISTORY     - 1995     MONUMENTED       NGS
 AD9447  HISTORY     - 20040708 GOOD             INDIV
 AD9447
 AD9447                          STATION DESCRIPTION
 AD9447
 AD9447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9447'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF HARRISON, OH.,
 AD9447'AT THE CINCINNATI WEST AIRPORT.  IN THE GRASS, NEAR THE SOUTHWEST
 AD9447'CORNER OF THE WEST TURNAROUND, NEAR THE OLD RUNWAY END 18.
 AD9447'OWNERSHIP--CINCINNATI STATE AND TECHNICAL COLLEGE, 10004 WEST ROAD,
 AD9447'HARRISON, OH.  45030.  AIRPORT MANAGER RONALD W.  DAVIS, PHONE
 AD9447'513-367-0231.  NOTE--THIS STATION WAS SELECTED AS A (SACS) .  TO REACH
 AD9447'THE STATION FROM THE JUNCTION OF INTERSTATE 74 AND NEW HAVEN ROAD,
 AD9447'(HARRISON EXIT 1) , ABOUT 3.2 KM (2.00 MI) EAST OF HARRISON, GO
 AD9447'NORTHEAST, THEN EAST, 0.95 KM (0.60 MI) ALONG NEW HAVEN ROAD TO
 AD9447'CAROLINA TRACE ROAD.  TURN RIGHT, SOUTHEAST, 0.85 KM (0.50 MI) ALONG
 AD9447'THE TRACE ROAD TO WEST ROAD.  TURN LEFT, EAST, 0.73 KM (0.45 MI) ALONG
 AD9447'WEST ROAD TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, 0.04
 AD9447'KM (0.00 MI) TO THE PARKING LOT AND THE AIRPORT OFFICE ON THE LEFT.
 AD9447'CONTINUE NORTH, 0.05 KM (0.05 MI) ACROSS APRON TO A TAXI. TURN RIGHT,
 AD9447'EAST, 0.13 KM (0.10 MI) ALONG TAXI TO THE RUNWAY.  TURN LEFT, NORTH,
 AD9447'0.67 KM (0.40 MI) ALONG THE RUNWAY TO THE SOUTHWEST CORNER OF THE
 AD9447'TURNAROUND AND THE STATION ON THE LEFT.  STATION IS 27.2 M (89.2 FT)
 AD9447'NORTH-NORTHWEST OF A RUNWAY LIGHT AT THE SOUTH CORNER OF THE
 AD9447'TURNAROUND WHERE IT MEETS THE RUNWAY, 24.8 M (81.4 FT) SOUTH-SOUTHWEST
 AD9447'OF THE NORTHWEST CORNER OF THE TURNAROUND, 24.4 M (80.1 FT) WEST OF
 AD9447'THE RUNWAY CENTERLINE, 2.7 M (8.9 FT) WEST OF THE TURNAROUNDS WEST
 AD9447'EDGE, ABOUT 2.0 M (6.6 FT) EAST OF A PLOWED FIELDS EAST EDGE, AND 0.6
 AD9447'M (2.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--THE STATION IS THE
 AD9447'CENTER OF A 5 CM (2 IN) SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT)
 AD9447'LONG FENO PIPE, RECESSED 8 CM BELOW GROUND LEVEL AND ENCASED IN A 5
 AD9447'INCH DIAMETER PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE.  THE
 AD9447'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.  THREE CIRCULAR
 AD9447'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.
 AD9447
 AD9447                          STATION RECOVERY (2004)
 AD9447
 AD9447'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BCF)
 AD9447'MONUMENT IS 9'+/- OFF OF RUNWAY TURN AROUND AND 1.5' BELOW GRADE.
 AD9447'MONUMENT WAS RECOVERED AND OCCUPIED BY CINCINNATI STATE GPS 2 CLASS ON
 AD9447'7/08/2004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9448 ***********************************************************************
 AD9448  SACS        -  This is a Secondary Airport Control Station.
 AD9448  DESIGNATION -  I67 B
 AD9448  PID         -  AD9448
 AD9448  STATE/COUNTY-  OH/HAMILTON
 AD9448  USGS QUAD   -  HARRISON (1996)
 AD9448
 AD9448                         *CURRENT SURVEY CONTROL
 AD9448  ___________________________________________________________________
 AD9448* NAD 83(1995)-  39 15 29.17541(N)    084 46 28.43575(W)     ADJUSTED  
 AD9448* NAVD 88     -       177.12   (meters)     581.1    (feet)  GPS OBS   
 AD9448  ___________________________________________________________________
 AD9448  X           -     450,396.572 (meters)                     COMP
 AD9448  Y           -  -4,924,802.935 (meters)                     COMP
 AD9448  Z           -   4,014,635.495 (meters)                     COMP
 AD9448  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AD9448  ELLIP HEIGHT-         143.27  (meters)          (10/07/05) GPS OBS
 AD9448  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 AD9448
 AD9448  HORZ ORDER  -  FIRST
 AD9448  ELLP ORDER  -  FOURTH    CLASS II
 AD9448
 AD9448.This mark is at Cincinnati West Airport (I67)
 AD9448
 AD9448.The horizontal coordinates were established by GPS observations
 AD9448.and adjusted by the National Geodetic Survey in July 1997..
 AD9448
 AD9448.The orthometric height was determined by GPS observations and a
 AD9448.high-resolution geoid model.
 AD9448
 AD9448.GPS derived orthometric heights for airport stations designated as
 AD9448.PACS or SACS are published to 2 decimal places.  This maintains
 AD9448.centimeter relative accuracy between the PACS and SACS.  It does
 AD9448.not indicate centimeter accuracy relative to other marks which are
 AD9448.part of the NAVD 88 network.
 AD9448
 AD9448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9448
 AD9448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9448
 AD9448.The ellipsoidal height was determined by GPS observations
 AD9448.and is referenced to NAD 83.
 AD9448
 AD9448.The geoid height was determined by GEOID03.
 AD9448
 AD9448;                    North         East     Units Scale Factor Converg.
 AD9448;SPC OH S     -   142,138.348   403,713.301   MT  0.99993832   -1 26 35.7
 AD9448;UTM  16      - 4,347,779.742   692,011.921   MT  1.00005397   +1 24 31.4
 AD9448
 AD9448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9448!SPC OH S     -   0.99997752  x   0.99993832  =   0.99991584
 AD9448!UTM  16      -   0.99997752  x   1.00005397  =   1.00003149
 AD9448
 AD9448|---------------------------------------------------------------------|
 AD9448| PID    Reference Object                     Distance      Geod. Az  |
 AD9448|                                                           dddmmss.s |
 AD9448| JZ3403 HARRISON                            372.564 METERS 17141     |
 AD9448|---------------------------------------------------------------------|
 AD9448
 AD9448                          SUPERSEDED SURVEY CONTROL
 AD9448
 AD9448  ELLIP H (07/02/97)  143.34   (m)                       GP(       ) 4 2
 AD9448
 AD9448.Superseded values are not recommended for survey control.
 AD9448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9448.See file dsdata.txt to determine how the superseded data were derived.
 AD9448
 AD9448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9201247780(NAD 83)
 AD9448_MARKER: DD = SURVEY DISK
 AD9448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9448_STAMPING: I67 B 1995
 AD9448_MARK LOGO: NGS   
 AD9448_PROJECTION: FLUSH
 AD9448_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9448+STABILITY: SURFACE MOTION
 AD9448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9448+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9448_ROD/PIPE-DEPTH: 1.0  meters
 AD9448
 AD9448  HISTORY     - Date     Condition        Report By
 AD9448  HISTORY     - 1995     MONUMENTED       NGS
 AD9448
 AD9448                          STATION DESCRIPTION
 AD9448
 AD9448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9448'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF HARRISON, OH.,
 AD9448'AT THE CINCINNATI WEST AIRPORT.  IN THE GRASS, ALONG THE WEST SIDE OF
 AD9448'THE RUNWAY, ABOUT MID FIELD, BETWEEN THE RUNWAY AND A PLOWED FIELD.
 AD9448'OWNERSHIP--CINCINNATI STATE AND TECHNICAL COLLEGE, 10004 WEST ROAD,
 AD9448'HARRISON, OH.  45030.  AIRPORT MANAGER RONALD W.  DAVIS, PHONE
 AD9448'513-367-0231.  NOTE--THIS STATION WAS SELECTED AS A (SACS) .  TO REACH
 AD9448'THE STATION FROM THE JUNCTION OF INTERSTATE 74 AND NEW HAVEN ROAD,
 AD9448'(HARRISON EXIT 1) , ABOUT 3.2 KM (2.00 MI) EAST OF HARRISON, GO
 AD9448'NORTHEAST, THEN EAST, 0.95 KM (0.60 MI) ALONG NEW HAVEN ROAD TO
 AD9448'CAROLINA TRACE ROAD.  TURN RIGHT, SOUTHEAST, 0.85 KM (0.50 MI) ALONG
 AD9448'THE TRACE ROAD TO WEST ROAD.  TURN LEFT, EAST, 0.73 KM (0.45 MI) ALONG
 AD9448'WEST ROAD TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, 0.04
 AD9448'KM (0.00 MI) TO THE PARKING LOT AND THE AIRPORT OFFICE ON THE LEFT.
 AD9448'CONTINUE NORTH, 0.05 KM (0.05 MI) ACROSS APRON TO A TAXI. TURN RIGHT,
 AD9448'EAST, 0.13 KM (0.10 MI) ALONG TAXI TO THE RUNWAY.  TURN LEFT, NORTH,
 AD9448'0.29 KM (0.20 MI) ALONG THE RUNWAY TO THE STATION ON THE LEFT.
 AD9448'STATION IS 21.7 M (71.2 FT) WEST OF THE RUNWAY CENTERLINE, 12.6 M
 AD9448'(41.3 FT) NORTHWEST OF A RUNWAY LIGHT, ABOUT 2.0 M (6.6 FT) EAST OF A
 AD9448'PLOWED FIELDS EAST EDGE, AND 0.7 M (2.3 FT) SOUTHEAST OF A WITNESS
 AD9448'POST.  NOTE--THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO
 AD9448'THE TOP OF A 1 M (3.3 FT) LONG FENO PIPE, RECESSED 6 CM BELOW GROUND
 AD9448'LEVEL AND ENCASED IN A 5 IN DIAMETER PVC PIPE WITH A LOGO CAP
 AD9448'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 AD9448'THE GROUND.  THREE CIRCULAR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AE8610 ***********************************************************************
 AE8610  SACS        -  This is a Secondary Airport Control Station.
 AE8610  DESIGNATION -  I68 B
 AE8610  PID         -  AE8610
 AE8610  STATE/COUNTY-  OH/WARREN
 AE8610  USGS QUAD   -  MONROE (1992)
 AE8610
 AE8610                         *CURRENT SURVEY CONTROL
 AE8610  ___________________________________________________________________
 AE8610* NAD 83(1995)-  39 27 37.07341(N)    084 15 09.74604(W)     ADJUSTED  
 AE8610* NAVD 88     -       271.06   (meters)     889.3    (feet)  GPS OBS   
 AE8610  ___________________________________________________________________
 AE8610  X           -     493,814.722 (meters)                     COMP
 AE8610  Y           -  -4,906,403.951 (meters)                     COMP
 AE8610  Z           -   4,032,052.241 (meters)                     COMP
 AE8610  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AE8610  ELLIP HEIGHT-         237.47  (meters)          (10/07/05) GPS OBS
 AE8610  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 AE8610
 AE8610  HORZ ORDER  -  FIRST
 AE8610  ELLP ORDER  -  FOURTH    CLASS II
 AE8610
 AE8610.This mark is at Lebanon-Warren County Airport (I68)
 AE8610
 AE8610.The horizontal coordinates were established by GPS observations
 AE8610.and adjusted by the National Geodetic Survey in April 1998..
 AE8610
 AE8610.The orthometric height was determined by GPS observations and a
 AE8610.high-resolution geoid model.
 AE8610
 AE8610.GPS derived orthometric heights for airport stations designated as
 AE8610.PACS or SACS are published to 2 decimal places.  This maintains
 AE8610.centimeter relative accuracy between the PACS and SACS.  It does
 AE8610.not indicate centimeter accuracy relative to other marks which are
 AE8610.part of the NAVD 88 network.
 AE8610
 AE8610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8610
 AE8610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8610
 AE8610.The ellipsoidal height was determined by GPS observations
 AE8610.and is referenced to NAD 83.
 AE8610
 AE8610.The geoid height was determined by GEOID03.
 AE8610
 AE8610;                    North         East     Units Scale Factor Converg.
 AE8610;SPC OH S     -   163,576.448   449,176.933   MT  0.99993678   -1 06 43.7
 AE8610;UTM  16      - 4,371,461.337   736,361.446   MT  1.00028789   +1 44 48.6
 AE8610
 AE8610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8610!SPC OH S     -   0.99996275  x   0.99993678  =   0.99989953
 AE8610!UTM  16      -   0.99996275  x   1.00028789  =   1.00025062
 AE8610
 AE8610:                Primary Azimuth Mark                     Grid Az
 AE8610:SPC OH S     -  LEBANON AZ MK                            172 47 37.3
 AE8610:UTM  16      -  LEBANON AZ MK                            169 56 05.0
 AE8610
 AE8610|---------------------------------------------------------------------|
 AE8610| PID    Reference Object                     Distance      Geod. Az  |
 AE8610|                                                           dddmmss.s |
 AE8610| JZ3418 LEBANON AZ MK                       460.414 METERS 1714053.6 |
 AE8610|---------------------------------------------------------------------|
 AE8610
 AE8610                          SUPERSEDED SURVEY CONTROL
 AE8610
 AE8610  ELLIP H (04/20/98)  237.52   (m)                       GP(       ) 4 2
 AE8610
 AE8610.Superseded values are not recommended for survey control.
 AE8610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8610.See file dsdata.txt to determine how the superseded data were derived.
 AE8610
 AE8610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ3636171461(NAD 83)
 AE8610_MARKER: DD = SURVEY DISK
 AE8610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8610_STAMPING: I68 B 1997
 AE8610_MARK LOGO: NOS   
 AE8610_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8610+STABILITY: SURFACE MOTION
 AE8610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8610+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8610
 AE8610  HISTORY     - Date     Condition        Report By
 AE8610  HISTORY     - 1997     MONUMENTED       NGS
 AE8610
 AE8610                          STATION DESCRIPTION
 AE8610
 AE8610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (DLA)
 AE8610'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHWEST OF LEBANON AT
 AE8610'THE LEBANON-WARREN COUNTY AIRPORT (I68) , NORTHWEST OF THE
 AE8610'INTERSECTION OF THE NORTH/SOUTH PARALLEL TAXIWAY AND THE
 AE8610'NORTHEAST/SOUTHWEST SOD RUNWAY, AND SET WEST OF AND ABEAM THE FIRST
 AE8610'SET OF EAST/WEST TAXIWAY LIGHTS FOR THE PARALLEL TAXIWAY.  THE STATION
 AE8610'IS 5.5 M (18.0 FT) WEST OF THE WEST TAXIWAY LIGHT FOR THE PARALLEL
 AE8610'TAXIWAY.  OWNERSHIP--BEL AIR AVIATION, C/O AIRPORT MANAGER BRIAN D.
 AE8610'CARR, LEBANON-WARREN COUNTY AIRPORT, 2460 GREENTREE ROAD, LEBANON, OH
 AE8610'45036.  PHONE 513-932-7966.  TO REACH THE STATION FROM THE TOWN HALL
 AE8610'IN LEBANON PROCEED NORTH 0.21 KM (0.15 MI) (2 BLOCKS) ALONG STATE
 AE8610'HIGHWAY 123 TO WEST SILVER STREET.  TURN LEFT AND CONTINUE WEST 0.61
 AE8610'KM (0.35 MI) ALONG WEST SILVER STREET TO A STOP SIGN.  TURN RIGHT AND
 AE8610'CONTINUE NORTH 2.56 KM (1.60 MI) ALONG STATE HIGHWAY 123 NORTH TO
 AE8610'GREENTREE ROAD ON THE LEFT.  TURN LEFT AND CONTINUE WEST 1.53 KM (0.95
 AE8610'MI) ALONG GREENTREE ROAD TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 AE8610'RIGHT AND CONTINUE NORTH 0.06 KM (0.05 MI) TO A GATE AND THE AIRPORT
 AE8610'OFFICE ON THE LEFT.  PASS THRU THE GATE AND CONTINUE NORTH 0.55 KM
 AE8610'(0.35 MI) ACROSS THE RAMP AND ALONG THE NORTH/SOUTH PARALLEL TAXIWAY
 AE8610'TO THE STATION ON THE LEFT. THE STATION IS 0.8 M (2.6 FT) EAST OF A
 AE8610'WITNESS POST, 13.0 M (42.7 FT) WEST OF THE PARALLEL TAXIWAY
 AE8610'CENTERLINE, AND 49.2 M (161.4 FT) WEST OF THE WEST EDGE OF RUNWAY
 AE8610'18-36.  THE STATION IS A STANDARD NATIONAL OCEAN SERVICE DISK SET IN
 AE8610'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  THIS STATION
 AE8610'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD8838 ***********************************************************************
 AD8838  SACS        -  This is a Secondary Airport Control Station.
 AD8838  DESIGNATION -  I69 A
 AD8838  PID         -  AD8838
 AD8838  STATE/COUNTY-  OH/CLERMONT
 AD8838  USGS QUAD   -  BATAVIA (1992)
 AD8838
 AD8838                         *CURRENT SURVEY CONTROL
 AD8838  ___________________________________________________________________
 AD8838* NAD 83(1995)-  39 04 57.71269(N)    084 12 25.22943(W)     ADJUSTED  
 AD8838* NAVD 88     -       247.90   (meters)     813.3    (feet)  GPS OBS   
 AD8838  ___________________________________________________________________
 AD8838  X           -     500,404.562 (meters)                     COMP
 AD8838  Y           -  -4,932,391.801 (meters)                     COMP
 AD8838  Z           -   3,999,582.514 (meters)                     COMP
 AD8838  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 AD8838  ELLIP HEIGHT-         213.86  (meters)          (10/07/05) GPS OBS
 AD8838  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AD8838
 AD8838  HORZ ORDER  -  FIRST
 AD8838  ELLP ORDER  -  FIFTH     CLASS I
 AD8838
 AD8838.This mark is at Clermont County Airport (I69)
 AD8838
 AD8838.The horizontal coordinates were established by GPS observations
 AD8838.and adjusted by the National Geodetic Survey in June 1997..
 AD8838
 AD8838.The orthometric height was determined by GPS observations and a
 AD8838.high-resolution geoid model.
 AD8838
 AD8838.GPS derived orthometric heights for airport stations designated as
 AD8838.PACS or SACS are published to 2 decimal places.  This maintains
 AD8838.centimeter relative accuracy between the PACS and SACS.  It does
 AD8838.not indicate centimeter accuracy relative to other marks which are
 AD8838.part of the NAVD 88 network.
 AD8838
 AD8838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8838
 AD8838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD8838
 AD8838.The ellipsoidal height was determined by GPS observations
 AD8838.and is referenced to NAD 83.
 AD8838
 AD8838.The geoid height was determined by GEOID03.
 AD8838
 AD8838;                    North         East     Units Scale Factor Converg.
 AD8838;SPC OH S     -   121,589.707   452,316.535   MT  0.99994969   -1 04 59.3
 AD8838;UTM  16      - 4,329,667.616   741,588.105   MT  1.00031872   +1 45 42.0
 AD8838
 AD8838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8838!SPC OH S     -   0.99996645  x   0.99994969  =   0.99991614
 AD8838!UTM  16      -   0.99996645  x   1.00031872  =   1.00028516
 AD8838
 AD8838:                Primary Azimuth Mark                     Grid Az
 AD8838:SPC OH S     -  BATAVIA                                  214 21 13.6
 AD8838:UTM  16      -  BATAVIA                                  211 30 32.3
 AD8838
 AD8838|---------------------------------------------------------------------|
 AD8838| PID    Reference Object                     Distance      Geod. Az  |
 AD8838|                                                           dddmmss.s |
 AD8838| JZ3395 BATAVIA                             APPROX. 0.6 KM 2131614.3 |
 AD8838|---------------------------------------------------------------------|
 AD8838
 AD8838                          SUPERSEDED SURVEY CONTROL
 AD8838
 AD8838  ELLIP H (06/20/97)  213.92   (m)                       GP(       ) 5 1
 AD8838
 AD8838.Superseded values are not recommended for survey control.
 AD8838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8838.See file dsdata.txt to determine how the superseded data were derived.
 AD8838
 AD8838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ4158829668(NAD 83)
 AD8838_MARKER: DD = SURVEY DISK
 AD8838_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AD8838+WITH SETTING: INFORMATION.
 AD8838_STAMPING: I69 A 1995
 AD8838_MARK LOGO: NGS   
 AD8838_PROJECTION: FLUSH
 AD8838_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8838+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD8838_ROD/PIPE-DEPTH: 1.0  meters
 AD8838
 AD8838  HISTORY     - Date     Condition        Report By
 AD8838  HISTORY     - 1995     MONUMENTED       NGS
 AD8838
 AD8838                          STATION DESCRIPTION
 AD8838
 AD8838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD8838'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF BATAVIA, AT
 AD8838'THE CLERMONT COUNTY AIRPORT.  IN THE GRASS, JUST NORTH OF THE NORTH
 AD8838'ROUNDED END OF THE MAIN TAXI, IN LINE WITH THE RUNWAY END LIGHTS, AND
 AD8838'IN LINE WITH THE END CHAIN LINK FENCE, AT THE END OF A DEAD END ROAD.
 AD8838'OWNERSHIP--CLERMONT COUNTY, CLERMONT COUNTY AIRPORT, BATAVIA, OH.
 AD8838'45103.  AIRPORT MANAGER RALPH CORNETT, PHONE 513-732-2593 EXT. 201.
 AD8838'NOTE--CONTACT 24-HOURS IN ADVANCE.  NOTE--THIS STATION WAS SELECTED AS
 AD8838'A (SACS) .  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AD8838'HIGHWAY 275 AND STATE HIGHWAY 32 ABOUT 5.0 KM (3.10 MI) WEST OF
 AD8838'BATAVIA, GO EAST, 4.35 KM (2.70 MI) ALONG HIGHWAY 32 TO OLD STATE
 AD8838'ROUTE 74 AND AIRPORT SIGN ON THE RIGHT.  TURN RIGHT, EAST, 0.95 KM
 AD8838'(0.60 MI) ALONG ROUTE 74 TO ARMSTRONG BOULEVARD ON THE RIGHT. TURN
 AD8838'RIGHT, SOUTH, 0.84 KM (0.50 MI) ALONG THE BOULEVARD TO A TEE ROAD.
 AD8838'TURN LEFT, SOUTHEAST, 0.65 KM (0.40 MI) TO SHORTYS DRIVE ON THE LEFT.
 AD8838'TURN LEFT, NORTHEAST, 0.64 KM (0.40 MI) ALONG THE DRIVE TO THE AIRPORT
 AD8838'PARKING LOT ON THE LEFT.  TURN LEFT, NORTHERLY, 0.20 KM (0.10 MI)
 AD8838'ACROSS PARKING LOT TO THE AIRPORT TERMINAL.  TURN LEFT, NORTHWEST,
 AD8838'0.09 KM (0.05 MI) TO A TAXI.  TURN LEFT, SOUTHWEST, 0.28 KM (0.15 MI)
 AD8838'ALONG TAXI TO A BOUNDRY ROAD.  CONTINUE SOUTHWEST, THEN NORTHWEST,
 AD8838'THEN NORTHEAST, 0.43 KM (0.25 MI) ALONG BOUNDRY ROAD, AROUND END OF
 AD8838'RUNWAY AND ALONG TAXI TO THE AZIMUTH STATION ON THE RIGHT.  CONTINUE
 AD8838'NORTHEAST, 1.10 KM (0.70 MI) ALONG TAXI AND THEN DIM TRACK ROAD TO THE
 AD8838'STATION ON THE RIGHT.  STATION IS 60.7 M (199.1 FT) NORTHWEST OF THE
 AD8838'EXTENDED RUNWAY CENTERLINE AND IN LINE WITH THE RUNWAY END LIGHTS,
 AD8838'40.0 M (131.2 FT) SOUTHWEST OF AND IN LINE WITH THE END CHAIN LINK
 AD8838'FENCE AND WITNESS POST, 21.1 M (69.2 FT) NORTH OF THE CURVED TAXI
 AD8838'CENTERLINE, AND 2.3 M (7.5 FT) EAST OF A DIM TRACK ROAD.  NOTE--ACCESS
 AD8838'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. BY R.G.  HAYES THIS
 AD8838'IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6060 ***********************************************************************
 AB6060  CBN         -  This is a Cooperative Base Network Control Station.
 AB6060  PACS        -  This is a Primary Airport Control Station.
 AB6060  DESIGNATION -  I74 A
 AB6060  PID         -  AB6060
 AB6060  STATE/COUNTY-  OH/CHAMPAIGN
 AB6060  USGS QUAD   -  NORTHVILLE (1973)
 AB6060
 AB6060                         *CURRENT SURVEY CONTROL
 AB6060  ___________________________________________________________________
 AB6060* NAD 83(1995)-  40 08 00.92651(N)    083 45 17.61771(W)     ADJUSTED  
 AB6060* NAVD 88     -       323.02   (meters)    1059.8    (feet)  GPS OBS   
 AB6060  ___________________________________________________________________
 AB6060  X           -     531,223.812 (meters)                     COMP
 AB6060  Y           -  -4,854,401.326 (meters)                     COMP
 AB6060  Z           -   4,089,524.157 (meters)                     COMP
 AB6060  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AB6060  ELLIP HEIGHT-         289.64  (meters)          (03/08/05) GPS OBS
 AB6060  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AB6060
 AB6060  HORZ ORDER  -  B
 AB6060  ELLP ORDER  -  FOURTH    CLASS II
 AB6060
 AB6060.This mark is at Grimes Field Airport (I74)
 AB6060
 AB6060.The horizontal coordinates were established by GPS observations
 AB6060.and adjusted by the National Geodetic Survey in August 1996..
 AB6060
 AB6060.The orthometric height was determined by GPS observations and a
 AB6060.high-resolution geoid model.
 AB6060
 AB6060.GPS derived orthometric heights for airport stations designated as
 AB6060.PACS or SACS are published to 2 decimal places.  This maintains
 AB6060.centimeter relative accuracy between the PACS and SACS.  It does
 AB6060.not indicate centimeter accuracy relative to other marks which are
 AB6060.part of the NAVD 88 network.
 AB6060
 AB6060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6060
 AB6060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6060
 AB6060.The ellipsoidal height was determined by GPS observations
 AB6060.and is referenced to NAD 83.
 AB6060
 AB6060.The geoid height was determined by GEOID03.
 AB6060
 AB6060;                    North         East     Units Scale Factor Converg.
 AB6060;SPC OH S     -   237,609.550   493,050.053   MT  1.00002138   -0 47 46.5
 AB6060;UTM  17      - 4,446,223.337   265,286.523   MT  1.00027823   -1 46 35.5
 AB6060
 AB6060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6060!SPC OH S     -   0.99995456  x   1.00002138  =   0.99997594
 AB6060!UTM  17      -   0.99995456  x   1.00027823  =   1.00023278
 AB6060
 AB6060|---------------------------------------------------------------------|
 AB6060| PID    Reference Object                     Distance      Geod. Az  |
 AB6060|                                                           dddmmss.s |
 AB6060| KZ2187 URBPORT                             377.280 METERS 11053     |
 AB6060|---------------------------------------------------------------------|
 AB6060
 AB6060                          SUPERSEDED SURVEY CONTROL
 AB6060
 AB6060  ELLIP H (08/20/96)  289.67   (m)                       GP(       ) 4 2
 AB6060
 AB6060.Superseded values are not recommended for survey control.
 AB6060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6060.See file dsdata.txt to determine how the superseded data were derived.
 AB6060
 AB6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE6528746223(NAD 83)
 AB6060_MARKER: I = METAL ROD
 AB6060_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6060_STAMPING: 174A 1995
 AB6060_MARK LOGO: OHDT  
 AB6060_PROJECTION: FLUSH
 AB6060_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6060+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AB6060_ROD/PIPE-DEPTH: 3.6  meters
 AB6060_SLEEVE-DEPTH  : 0.9 meters
 AB6060
 AB6060  HISTORY     - Date     Condition        Report By
 AB6060  HISTORY     - 1995     MONUMENTED       OHDT
 AB6060  HISTORY     - 20051102 GOOD             INDIV
 AB6060
 AB6060                          STATION DESCRIPTION
 AB6060
 AB6060'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (CMS)
 AB6060'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) EAST OF SAINT PARIS,
 AB6060'16.1 KM (10.00 MI) SOUTH OF WEST LIBERTY AND 1.6 KM (1.00 MI) NORTH OF
 AB6060'URBANA AT THE NORTHWEST CORNER OF THE AIRPORT PROPERTY.  OWNERSHIP
 AB6060'CITY OF URBANA C/O MELVIN L.  PARSHALL, 1636 NORTH MAIN STREET, URBANA
 AB6060'OHIO, 43078.  AIRPORT PHONE 513-652-4319 HOME PHONE 513-652-1108.  TO
 AB6060'REACH THE STATION FROM THE CHAMPAIGN COUNTY COURTHOUSE IN URBANA, GO
 AB6060'NORTH ON US HIGHWAY 68 (MAIN STREET) FOR 2.9 KM (1.80 MI) TO A ROAD
 AB6060'LEFT AT THE NORTH END OF THE AIRPORT.  TURN LEFT, WEST FOR 0.6 KM,
 AB6060'(0.35 MI) PASSING BY 4 OLD HANGARS, TO THE NORTHWEST CORNER OF A SOD
 AB6060'RUNWAY.  THE MARK IS IN LINE WITH THE WEST EDGE OF THE SOD RUNWAY.
 AB6060'THE STATION IS 48.5 M (159.1 FT) NORTH OF THE NORTH END OF THE SOD
 AB6060'RUNWAY, 69.3 M (227.4 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE SOD
 AB6060'RUNWAY, 19.6 M (64.3 FT) SOUTHWEST FROM A PK NAIL IN SOUTH EDGE OF
 AB6060'PAVEMENT OF ROAD, AND 11.4 M (37.4 FT) SOUTH OF A PK NAIL (IN LINE
 AB6060'WITH THE WEST EDGE OF SOD RUNWAY) IN THE SOUTH EDGE OF PAVEMENT OF
 AB6060'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 127 MM LOGO CAP.
 AB6060'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB6060'THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 3.7 M
 AB6060
 AB6060                          STATION RECOVERY (2005)
 AB6060
 AB6060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WJC)
 AB6060'FOUND BY ACCU-AIR SURVEYS, INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AD9442 ***********************************************************************
 AD9442  SACS        -  This is a Secondary Airport Control Station.
 AD9442  DESIGNATION -  I78 A
 AD9442  PID         -  AD9442
 AD9442  STATE/COUNTY-  OH/UNION
 AD9442  USGS QUAD   -  MARYSVILLE (1973)
 AD9442
 AD9442                         *CURRENT SURVEY CONTROL
 AD9442  ___________________________________________________________________
 AD9442* NAD 83(1995)-  40 13 28.56490(N)    083 21 24.92772(W)     ADJUSTED  
 AD9442* NAVD 88     -       309.05   (meters)    1013.9    (feet)  GPS OBS   
 AD9442  ___________________________________________________________________
 AD9442  X           -     564,173.267 (meters)                     COMP
 AD9442  Y           -  -4,844,107.267 (meters)                     COMP
 AD9442  Z           -   4,097,236.430 (meters)                     COMP
 AD9442  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AD9442  ELLIP HEIGHT-         275.53  (meters)          (10/07/05) GPS OBS
 AD9442  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AD9442
 AD9442  HORZ ORDER  -  FIRST
 AD9442  ELLP ORDER  -  FIFTH     CLASS I
 AD9442
 AD9442.This mark is at Union County Airport (I78)
 AD9442
 AD9442.The horizontal coordinates were established by GPS observations
 AD9442.and adjusted by the National Geodetic Survey in July 1997..
 AD9442
 AD9442.The orthometric height was determined by GPS observations and a
 AD9442.high-resolution geoid model.
 AD9442
 AD9442.GPS derived orthometric heights for airport stations designated as
 AD9442.PACS or SACS are published to 2 decimal places.  This maintains
 AD9442.centimeter relative accuracy between the PACS and SACS.  It does
 AD9442.not indicate centimeter accuracy relative to other marks which are
 AD9442.part of the NAVD 88 network.
 AD9442
 AD9442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9442
 AD9442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9442
 AD9442.The ellipsoidal height was determined by GPS observations
 AD9442.and is referenced to NAD 83.
 AD9442
 AD9442.The geoid height was determined by GEOID03.
 AD9442
 AD9442;                    North         East     Units Scale Factor Converg.
 AD9442;SPC OH N     -    62,316.056   527,062.017   MT  1.00004653   -0 33 46.6
 AD9442;UTM  17      - 4,455,350.695   299,464.849   MT  1.00009506   -1 31 21.3
 AD9442
 AD9442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9442!SPC OH N     -   0.99995678  x   1.00004653  =   1.00000331
 AD9442!UTM  17      -   0.99995678  x   1.00009506  =   1.00005183
 AD9442
 AD9442                          SUPERSEDED SURVEY CONTROL
 AD9442
 AD9442  ELLIP H (07/02/97)  275.57   (m)                       GP(       ) 5 1
 AD9442
 AD9442.Superseded values are not recommended for survey control.
 AD9442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9442.See file dsdata.txt to determine how the superseded data were derived.
 AD9442
 AD9442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE9946555351(NAD 83)
 AD9442_MARKER: DD = SURVEY DISK
 AD9442_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9442_STAMPING: I78 A 1995
 AD9442_MARK LOGO: NGS   
 AD9442_PROJECTION: FLUSH
 AD9442_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9442+STABILITY: SURFACE MOTION
 AD9442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9442+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9442_ROD/PIPE-DEPTH: 1.0  meters
 AD9442
 AD9442  HISTORY     - Date     Condition        Report By
 AD9442  HISTORY     - 1995     MONUMENTED       NGS
 AD9442
 AD9442                          STATION DESCRIPTION
 AD9442
 AD9442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9442'THE STATION IS LOCATED ABOUT 38 KM (23.60 MI) NORTHWEST OF COLUMBUS,
 AD9442'10 KM (6.20 MI) NORTHEAST OF MILFORD CENTER, AND 3 KM (1.85 MI)
 AD9442'SOUTH-SOUTHEAST OF MARYSVILLE AT THE UNION COUNTY AIRPORT, ON THE WEST
 AD9442'SIDE OF THE FIRST CONNECTOR TAXI EAST OF RUNWAY END 9.
 AD9442'OWNERSHIP--UNION COUNTY, 760 CLYMER ROAD, MARYSVILLE, OH.  43040.
 AD9442'GENERAL MANAGER IS GEORGE GROVE.  PHONE 513-644-2055.  TO REACH FROM
 AD9442'THE MARYSVILE COURTHOUSE, GO EAST ON FIFTH STREET FOR 1.0 KM (0.60 MI)
 AD9442'TO A FORK.  BEAR RIGHT, ON COLUMBUS AVENUE (COUNTY ROAD 1) FOR 1.0 KM
 AD9442'(0.60 MI) TO A ROAD RIGHT.  TURN RIGHT ON CLYMER ROAD (COUNTY ROAD 83)
 AD9442'FOR 0.5 KM (0.30 MI) TO A GATE AT THE ADMINISTRATION BUILDING.  PASS
 AD9442'THROUGH THE GATE, SOUTH, ACROSS THE RAMP FOR 0.08 KM (0.05 MI) TO THE
 AD9442'PARALLEL TAXI.  TURN RIGHT, WEST, ALONG THE TAXI FOR 0.5 KM (0.30 MI)
 AD9442'TO THE STATION ON THE LEFT.  THE STATION IS A SURVEY DISK ATOP A 1 M
 AD9442'(3.3 FT) LONG FENO ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AD9442'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 38.8 M (127.3
 AD9442'FT) EAST OF THE NORTHEAST CORNER OF THE CONCRETE PAD OF THE NORTH ONE
 AD9442'OF FOUR VASI LIGHTS, 35.0 M (114.8 FT) NORTH OF THE NORTH EDGE OF THE
 AD9442'RUNWAY, 32.1 M (105.3 FT) WEST OF THE CENTER OF THE CONNECTOR TAXI,
 AD9442'26.8 M (87.9 FT) SOUTH OF THE PARALLEL TAXI CENTER, AND 11.0 M (36.1
 AD9442'FT) SOUTH OF THE CENTER OF A DITCH.  THE STATION IS THE CENTER OF A
 AD9442'2.5 INCH SURVEY DISK SET INTO THE TOP OF A 1 M (3.3 FT) LONG FENO
 AD9442'PIPE, RECESSED 5 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM
 AD9442'DIAMETER PVC PIPE WITH A LOGO CAP AND SURROUNDED BY CONCRETE.  THE
 AD9442'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AD9442'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE. NORTE--THIS MARK WAS
 AD9442'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .  DESCRIBED BY
 AD9442'D.G.A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AC8325 ***********************************************************************
 AC8325  DESIGNATION -  I86 A
 AC8325  PID         -  AC8325
 AC8325  STATE/COUNTY-  OH/PERRY
 AC8325  USGS QUAD   -  NEW LEXINGTON (1992)
 AC8325
 AC8325                         *CURRENT SURVEY CONTROL
 AC8325  ___________________________________________________________________
 AC8325* NAD 83(1995)-  39 41 36.07472(N)    082 11 29.70289(W)     ADJUSTED  
 AC8325* NAVD 88     -       317.4    (meters)    1041.     (feet)  GPS OBS   
 AC8325  ___________________________________________________________________
 AC8325  X           -     667,722.104 (meters)                     COMP
 AC8325  Y           -  -4,869,171.025 (meters)                     COMP
 AC8325  Z           -   4,052,026.296 (meters)                     COMP
 AC8325  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AC8325  ELLIP HEIGHT-         283.39  (meters)          (10/07/05) GPS OBS
 AC8325  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AC8325
 AC8325  HORZ ORDER  -  THIRD
 AC8325  ELLP ORDER  -  FIFTH     CLASS II
 AC8325
 AC8325.The horizontal coordinates were established by GPS observations
 AC8325.and adjusted by the National Geodetic Survey in May 1997..
 AC8325
 AC8325.The orthometric height was determined by GPS observations and a
 AC8325.high-resolution geoid model.
 AC8325
 AC8325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8325
 AC8325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8325
 AC8325.The ellipsoidal height was determined by GPS observations
 AC8325.and is referenced to NAD 83.
 AC8325
 AC8325.The geoid height was determined by GEOID03.
 AC8325
 AC8325;                    North         East     Units Scale Factor Converg.
 AC8325;SPC OH S     -   188,031.710   626,452.886   MT  0.99995041   +0 11 44.5
 AC8325;UTM  17      - 4,394,402.010   397,831.849   MT  0.99972851   -0 45 40.0
 AC8325
 AC8325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8325!SPC OH S     -   0.99995554  x   0.99995041  =   0.99990595
 AC8325!UTM  17      -   0.99995554  x   0.99972851  =   0.99968406
 AC8325
 AC8325|---------------------------------------------------------------------|
 AC8325| PID    Reference Object                     Distance      Geod. Az  |
 AC8325|                                                           dddmmss.s |
 AC8325| AB6072 I86 B                                86.733 METERS 09939     |
 AC8325|---------------------------------------------------------------------|
 AC8325
 AC8325                          SUPERSEDED SURVEY CONTROL
 AC8325
 AC8325  ELLIP H (05/09/97)  283.41   (m)                       GP(       ) 5 2
 AC8325
 AC8325.Superseded values are not recommended for survey control.
 AC8325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8325.See file dsdata.txt to determine how the superseded data were derived.
 AC8325
 AC8325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9783294402(NAD 83)
 AC8325_STAMPING: I86 A 1995
 AC8325_MARK LOGO: OHDT  
 AC8325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8325+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8325
 AC8325  HISTORY     - Date     Condition        Report By
 AC8325  HISTORY     - 1995     FIRST OBSERVED   OHDT
 AC8325
 AC8325                          STATION DESCRIPTION
 AC8325
 AC8325'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1995 (TEA)
 AC8325'DESCRIBED 1995 THE STATION IS LOCATED ABOUT 2 MILES (3.2 KM) SOUTH OF
 AC8325'NEW LEXINGTON AT THE NEW LEXINGTON PERRY COUNTY AIRPORT AT THE EAST
 AC8325'END OF THE RUNWAY.  OWNERSHIP--PERRY COUNTY COMMISSIONERS.  AIRPORT
 AC8325'MANAGER IS DAN KINSEL 614-342-3575.  TO REACH THE STATION FROM THE
 AC8325'JUNCTION OF STATE HIGHWAYS 93, 37 AND13 ON THE SOUTHWEST SIDE OF NEW
 AC8325'LEXINGTON, GO SOUTHERLY, 1.57 KM (0.95 MI) ALONG HIGHWAY 93 TO COUNTY
 AC8325'ROAD 82 (AIRPORT ROAD) ON THE LEFT.  TURN LEFT, SOUTHEASTERLY, 1.00 KM
 AC8325'(0.60 MI) ALONG COUNTY ROAD 82 TO A GRAVEL ROAD LEFT.  TURN LEFT,
 AC8325'EAST, 0.03 KM (0.00 MI) TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.
 AC8325'PASS THROUGH THE GATE, TURN RIGHT, SOUTHEASTERLY, 0.22 KM (0.15 MI)
 AC8325'ACROSS APRON AND THEN ALONG TAXIWAY TO THE RUNWAY.  TURN LEFT,
 AC8325'EAST-NORTHEAST, 1.17 KM (0.70 MI) ALONG THE RUNWAY PAST THE TURNAROUND
 AC8325'AND THE STATION ON THE LEFT.  THE STATION IS 41 FEET (12.5 M) NORTH OF
 AC8325'THE NORTH EDGE OF THE RUNWAY, 86 FEET (26.2 M) EAST OF A LIGHT BOX,
 AC8325'110 FEET (33.5 M) EAST OF THE EAST SIDE OF THE AIRPLANE TAXI
 AC8325'TURNAROUND.  NOTE--THE SURFACE MARKER TYPE IS UNKNOWN. THE MARKER IS
 AC8325'BELIEVED TO BE A ALUMINUM ROD DRIVEN TO 2.43 M (7.97 FT) AND ENCASED
 AC8325'WITH A 0.76 M (2.49 FT) SLEEVE.  IT MAY HAVE A DISK ATTACHED TO THE
 AC8325'ROD.  THIS DESCRIPTION WAS GENERATED FROM ROUGH FIELD NOTES.  ANY
 AC8325'IMPROVEMENTS WOULD BE APPRECIATED.  TYPED BY THOMAS E.  ANDREWS
 AC8325'02-23-95
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6072 ***********************************************************************
 AB6072  CBN         -  This is a Cooperative Base Network Control Station.
 AB6072  PACS        -  This is a Primary Airport Control Station.
 AB6072  DESIGNATION -  I86 B
 AB6072  PID         -  AB6072
 AB6072  STATE/COUNTY-  OH/PERRY
 AB6072  USGS QUAD   -  NEW LEXINGTON (1992)
 AB6072
 AB6072                         *CURRENT SURVEY CONTROL
 AB6072  ___________________________________________________________________
 AB6072* NAD 83(1995)-  39 41 35.60293(N)    082 11 26.11425(W)     ADJUSTED  
 AB6072* NAVD 88     -       318.84   (meters)    1046.1    (feet)  GPS OBS   
 AB6072  ___________________________________________________________________
 AB6072  X           -     667,808.234 (meters)                     COMP
 AB6072  Y           -  -4,869,169.727 (meters)                     COMP
 AB6072  Z           -   4,052,016.032 (meters)                     COMP
 AB6072  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AB6072  ELLIP HEIGHT-         284.85  (meters)          (03/08/05) GPS OBS
 AB6072  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AB6072
 AB6072  HORZ ORDER  -  B
 AB6072  ELLP ORDER  -  FOURTH    CLASS II
 AB6072
 AB6072.This mark is at Perry County Airport (I86)
 AB6072
 AB6072.The horizontal coordinates were established by GPS observations
 AB6072.and adjusted by the National Geodetic Survey in August 1996..
 AB6072
 AB6072.The orthometric height was determined by GPS observations and a
 AB6072.high-resolution geoid model.
 AB6072
 AB6072.GPS derived orthometric heights for airport stations designated as
 AB6072.PACS or SACS are published to 2 decimal places.  This maintains
 AB6072.centimeter relative accuracy between the PACS and SACS.  It does
 AB6072.not indicate centimeter accuracy relative to other marks which are
 AB6072.part of the NAVD 88 network.
 AB6072
 AB6072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6072
 AB6072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6072
 AB6072.The ellipsoidal height was determined by GPS observations
 AB6072.and is referenced to NAD 83.
 AB6072
 AB6072.The geoid height was determined by GEOID03.
 AB6072
 AB6072;                    North         East     Units Scale Factor Converg.
 AB6072;SPC OH S     -   188,017.452   626,538.435   MT  0.99995040   +0 11 46.8
 AB6072;UTM  17      - 4,394,386.329   397,917.129   MT  0.99972830   -0 45 37.7
 AB6072
 AB6072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6072!SPC OH S     -   0.99995531  x   0.99995040  =   0.99990572
 AB6072!UTM  17      -   0.99995531  x   0.99972830  =   0.99968363
 AB6072
 AB6072|---------------------------------------------------------------------|
 AB6072| PID    Reference Object                     Distance      Geod. Az  |
 AB6072|                                                           dddmmss.s |
 AB6072| JY1584 PERRY AZ MK                         382.951 METERS 26110     |
 AB6072| AC8325 I86 A                                86.733 METERS 27939     |
 AB6072|---------------------------------------------------------------------|
 AB6072
 AB6072                          SUPERSEDED SURVEY CONTROL
 AB6072
 AB6072  ELLIP H (08/20/96)  284.86   (m)                       GP(       ) 4 2
 AB6072
 AB6072.Superseded values are not recommended for survey control.
 AB6072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6072.See file dsdata.txt to determine how the superseded data were derived.
 AB6072
 AB6072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD9791794386(NAD 83)
 AB6072_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6072_SETTING: 66 = SET IN ROCK OUTCROP
 AB6072_STAMPING: I86 B 1995
 AB6072_MARK LOGO: NGS   
 AB6072_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6072+STABILITY: POSITION/ELEVATION WELL
 AB6072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6072+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6072
 AB6072  HISTORY     - Date     Condition        Report By
 AB6072  HISTORY     - 1995     MONUMENTED       NGS
 AB6072
 AB6072                          STATION DESCRIPTION
 AB6072
 AB6072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6072'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH OF NEW LEXINGTON,
 AB6072'AT THE PERRY COUNTY AIRPORT.  IN THE GRASS, ABOUT 110.0 M (360.9 FT)
 AB6072'EAST OF THE SOUTHEAST CORNER OF RUNWAY END 26, AND AABOUT 9.0 M (29.5
 AB6072'FT) NORTH OF AN EMBANKMENT.  OWNERSHIP--PERRY COUNTY COMMISSIONERS.
 AB6072'AIRPORT MANAGER DAN KINSEL, PHONE 614-342-3575. NOTE--SET INTO A DRILL
 AB6072'HOLE IN BEDROCK, 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THIS
 AB6072'STATION WAS SELECTED AS A (PACS) .  TO REACH THE STATION FROM THE
 AB6072'JUNCTION OF STATE HIGHWAYS 93, 37 AND 13 ON THE SOUTHWEST SIDE OF NEW
 AB6072'LEXINGTON, GO SOUTHERLY, 1.57 KM (0.95 MI) ALONG HIGHWAY 93 TO COUNTY
 AB6072'ROAD 82 (AIRPORT ROAD) ON THE LEFT.  TURN LEFT, SOUTHEASTERLY, 1.00 KM
 AB6072'(0.60 MI) ALONG COUNTY ROAD 82, TO A GRAVEL ROAD LEFT.  TURN LEFT,
 AB6072'EAST, 0.03 KM (0.00 MI) TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.
 AB6072'PASS THROUGH GATE, TURN RIGHT, SOUTHEASTERLY, 0.22 KM (0.15 MI) ACROSS
 AB6072'APRON AND ALONG TAXI TO THE RUNWAY.  TURN LEFT, EAST-NORTHEAST, 1.17
 AB6072'KM (0.70 MI) ALONG RUNWAY PAST THE NORTHEAST CORNER TO THE STATION ON
 AB6072'THE RIGHT. STATION IS 110.0 M (360.9 FT) EAST OF THE SOUTHEAST CORNER
 AB6072'OF RUNWAY END 26, 16.7 M (54.8 FT) SOUTH OF THE EXTENDED RUNWAY
 AB6072'CENTERLINE, AND 10.2 M (33.5 FT) NORTH-NORTHWEST OF A WITNESS POST AND
 AB6072'EMBANKMENT. BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0044 ***********************************************************************
 JY0044  DESIGNATION -  I=880
 JY0044  PID         -  JY0044
 JY0044  STATE/COUNTY-  OH/PERRY
 JY0044  USGS QUAD   -  GLENFORD (1992)
 JY0044
 JY0044                         *CURRENT SURVEY CONTROL
 JY0044  ___________________________________________________________________
 JY0044* NAD 83(1986)-  39 54 43.     (N)    082 22 14.     (W)     SCALED    
 JY0044* NAVD 88     -       268.039  (meters)     879.39   (feet)  ADJUSTED  
 JY0044  ___________________________________________________________________
 JY0044  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JY0044  DYNAMIC HT  -         267.885 (meters)     878.89  (feet)  COMP
 JY0044  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 JY0044
 JY0044  VERT ORDER  -  FIRST     CLASS II
 JY0044
 JY0044.The horizontal coordinates were scaled from a topographic map and have
 JY0044.an estimated accuracy of +/- 6 seconds.
 JY0044
 JY0044.The orthometric height was determined by differential leveling
 JY0044.and adjusted by the National Geodetic Survey in June 1991..
 JY0044
 JY0044.The geoid height was determined by GEOID03.
 JY0044
 JY0044.The dynamic height is computed by dividing the NAVD 88
 JY0044.geopotential number by the normal gravity value computed on the
 JY0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0044.degrees latitude (g = 980.6199 gals.).
 JY0044
 JY0044.The modeled gravity was interpolated from observed gravity values.
 JY0044
 JY0044;                    North         East    Units  Estimated Accuracy
 JY0044;SPC OH S     -   212,260.      611,070.      MT  (+/- 180 meters Scaled)
 JY0044
 JY0044                          SUPERSEDED SURVEY CONTROL
 JY0044
 JY0044  NGVD 29 (??/??/92)  268.241  (m)          880.05   (f) ADJ UNCH    1 2
 JY0044
 JY0044.Superseded values are not recommended for survey control.
 JY0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0044.See file dsdata.txt to determine how the superseded data were derived.
 JY0044
 JY0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE828188(NAD 83)
 JY0044_MARKER: DD = SURVEY DISK
 JY0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0044_SP_SET: BRIDGE
 JY0044_STAMPING: 880
 JY0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0044
 JY0044  HISTORY     - Date     Condition        Report By
 JY0044  HISTORY     - UNK      MONUMENTED       USGS
 JY0044  HISTORY     - 1954     GOOD             NGS
 JY0044
 JY0044                          STATION DESCRIPTION
 JY0044
 JY0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JY0044'2.3 MI E FROM THORNVILLE.
 JY0044'2.3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 JY0044'STATION AT THORNVILLE, ABOUT 0.2 MILE EAST OF MILE POST COL
 JY0044'40, AT A NORTH-SOUTH ROAD CROSSING, 44 1/2 FEET SOUTH OF SOUTH
 JY0044'RAIL, 9 FEET WEST OF CENTER LINE OF GRAVEL ROAD, IN THE TOP
 JY0044'OF THE SOUTH END OF THE NORTH CONCRETE AND STONE RETAINING
 JY0044'WALL AT THE NORTHWEST CORNER OF A 36-FOOT STEEL BRIDGE OVER A
 JY0044'SMALL CREEK ON GRAVEL ROAD, 3 INCHES NORTH OF NORTH EDGE OF
 JY0044'NORTH CONCRETE ABUTMENT, 1.2 FEET EAST OF WEST EDGE OF RETAINING
 JY0044'WALL AND 1.1 FOOT BELOW TOP OF CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 AB6043 ***********************************************************************
 AB6043  CBN         -  This is a Cooperative Base Network Control Station.
 AB6043  PACS        -  This is a Primary Airport Control Station.
 AB6043  DESIGNATION -  I95 A
 AB6043  PID         -  AB6043
 AB6043  STATE/COUNTY-  OH/HARDIN
 AB6043  USGS QUAD   -  SILVER CREEK (1973)
 AB6043
 AB6043                         *CURRENT SURVEY CONTROL
 AB6043  ___________________________________________________________________
 AB6043* NAD 83(1995)-  40 36 48.97361(N)    083 38 23.97462(W)     ADJUSTED  
 AB6043* NAVD 88     -       306.43   (meters)    1005.3    (feet)  GPS OBS   
 AB6043  ___________________________________________________________________
 AB6043  X           -     537,131.323 (meters)                     COMP
 AB6043  Y           -  -4,818,996.624 (meters)                     COMP
 AB6043  Z           -   4,130,121.231 (meters)                     COMP
 AB6043  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AB6043  ELLIP HEIGHT-         271.63  (meters)          (09/23/04) GPS OBS
 AB6043  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 AB6043
 AB6043  HORZ ORDER  -  B
 AB6043  ELLP ORDER  -  FOURTH    CLASS I
 AB6043
 AB6043.This mark is at Hardin County Airport (I95)
 AB6043
 AB6043.The horizontal coordinates were established by GPS observations
 AB6043.and adjusted by the National Geodetic Survey in August 1996..
 AB6043
 AB6043.The orthometric height was determined by GPS observations and a
 AB6043.high-resolution geoid model.
 AB6043
 AB6043.GPS derived orthometric heights for airport stations designated as
 AB6043.PACS or SACS are published to 2 decimal places.  This maintains
 AB6043.centimeter relative accuracy between the PACS and SACS.  It does
 AB6043.not indicate centimeter accuracy relative to other marks which are
 AB6043.part of the NAVD 88 network.
 AB6043
 AB6043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6043
 AB6043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6043
 AB6043.The ellipsoidal height was determined by GPS observations
 AB6043.and is referenced to NAD 83.
 AB6043
 AB6043.The geoid height was determined by GEOID03.
 AB6043
 AB6043;                    North         East     Units Scale Factor Converg.
 AB6043;SPC OH N     -   105,784.275   503,534.154   MT  0.99997035   -0 44 56.1
 AB6043;UTM  17      - 4,499,215.413   276,668.797   MT  1.00021397   -1 43 09.2
 AB6043
 AB6043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6043!SPC OH N     -   0.99995739  x   0.99997035  =   0.99992774
 AB6043!UTM  17      -   0.99995739  x   1.00021397  =   1.00017135
 AB6043
 AB6043:                Primary Azimuth Mark                     Grid Az
 AB6043:SPC OH N     -  KENPORT                                  035 40 03.0
 AB6043:UTM  17      -  KENPORT                                  036 38 16.1
 AB6043
 AB6043|---------------------------------------------------------------------|
 AB6043| PID    Reference Object                     Distance      Geod. Az  |
 AB6043|                                                           dddmmss.s |
 AB6043| KZ2158 KENPORT                             409.487 METERS 0345506.9 |
 AB6043| KZ2161 KENPORT AZ MK                       490.260 METERS 2245759.4 |
 AB6043|---------------------------------------------------------------------|
 AB6043
 AB6043                          SUPERSEDED SURVEY CONTROL
 AB6043
 AB6043  ELLIP H (08/20/96)  271.62   (m)                       GP(       ) 4 2
 AB6043
 AB6043.Superseded values are not recommended for survey control.
 AB6043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6043.See file dsdata.txt to determine how the superseded data were derived.
 AB6043
 AB6043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE7666999215(NAD 83)
 AB6043_MARKER: I = METAL ROD
 AB6043_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AB6043_STAMPING: KENTONPORT I95 A 1995
 AB6043_MARK LOGO: OHDT  
 AB6043_PROJECTION: FLUSH
 AB6043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6043+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AB6043_ROD/PIPE-DEPTH: 10   meters
 AB6043_SLEEVE-DEPTH  : 0.9 meters
 AB6043
 AB6043  HISTORY     - Date     Condition        Report By
 AB6043  HISTORY     - 1995     MONUMENTED       OHDT
 AB6043  HISTORY     - 19951004 GOOD             NGS
 AB6043  HISTORY     - 19970730 GOOD             WOOLPT
 AB6043  HISTORY     - 2003     GOOD             OHDT
 AB6043
 AB6043                          STATION DESCRIPTION
 AB6043
 AB6043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6043'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHWEST OF KENTON, 0.8
 AB6043'KM (0.50 MI) NORTHWEST OF U.S.  HIGHWAY 68 AT THE HARDIN COUNTY
 AB6043'AIRPORT, BETWEEN THE RUNWAY AND THE SOUTHEAST SIDE OF THE AIRFIELD.
 AB6043'OWNERSHIP--HARDIN COUNTY AIRPORT AUTHORITY, 13975 CR 135, KENTON, OH.
 AB6043'43326.  AIRPORT MANAGER IS RICHARD C.  PHILLIS.  OFFICE PHONE
 AB6043'419-673-9564, HOME PHOME 419-674-4485.  TO REACH FROM THE JUNCTION OF
 AB6043'U.S.  HIGHWAY 68 AND STATE HIGHWAYS 67 AND 309 AT THE SOUTHWEST CORNER
 AB6043'OF THE COURTHOUSE IN KENTON, GO SOUTH ON HIGHWAY 68 FOR 4.26 KM (2.65
 AB6043'MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST, ON COUNTY ROAD 135 FOR
 AB6043'0.96 KM (0.60 MI) TO A GRAVEL ROAD.  TURN LEFT, SOUTHWEST, ON THE
 AB6043'GRAVEL ROAD FOR 156 M (511.8 FT) TO THE STATION ON THE RIGHT. THE
 AB6043'STATION IS A SURVEY DISK ON AN ALUMINUM ALLOY ROD IN A 2.5 CM GREASE
 AB6043'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AB6043'SET FLUSH WITH THE GROUND.  IT IS 56.7 M (186.0 FT) NORTHWEST OF THE
 AB6043'CENTER OF THE GRAVEL ROAD, 17.7 M (58.1 FT) SOUTHEAST OF THE SOUTHEAST
 AB6043'SIDE OF THE RUNWAY, 200 M (656.2 FT) SOUTHWEST OF THE NORTHEAST END OF
 AB6043'THE RUNWAY, AND 0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 AB6043'NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.  DESCRIBED BY
 AB6043'J.D.D., TYPED BY D.G.A.
 AB6043
 AB6043                          STATION RECOVERY (1997)
 AB6043
 AB6043'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997 (JWK)
 AB6043'RECOVERED AS DESCRIBED.
 AB6043
 AB6043                          STATION RECOVERY (2003)
 AB6043
 AB6043'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 AB6043'RECOVERED AS DESCRIBED.  TELEPHONE AREA CODE IS NOW 937.  NOTE--THE
 AB6043'GRAVELED ROAD IS  NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0638 ***********************************************************************
 MC0638  DESIGNATION -  IMBROCK
 MC0638  PID         -  MC0638
 MC0638  STATE/COUNTY-  OH/HENRY
 MC0638  USGS QUAD   -  MC CLURE (1971)
 MC0638
 MC0638                         *CURRENT SURVEY CONTROL
 MC0638  ___________________________________________________________________
 MC0638* NAD 83(1995)-  41 17 00.16444(N)    083 58 11.40999(W)     ADJUSTED  
 MC0638* NAVD 88     -       211.528  (meters)     693.99   (feet)  ADJUSTED  
 MC0638  ___________________________________________________________________
 MC0638  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 MC0638  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 MC0638  DYNAMIC HT  -         211.432 (meters)     693.67  (feet)  COMP
 MC0638  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 MC0638
 MC0638  HORZ ORDER  -  THIRD
 MC0638  VERT ORDER  -  SECOND    CLASS 0
 MC0638
 MC0638.The horizontal coordinates were established by classical geodetic methods
 MC0638.and adjusted by the National Geodetic Survey in April 1998..
 MC0638
 MC0638.The orthometric height was determined by differential leveling
 MC0638.and adjusted by the National Geodetic Survey in June 1991..
 MC0638
 MC0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC0638
 MC0638.The geoid height was determined by GEOID03.
 MC0638
 MC0638.The dynamic height is computed by dividing the NAVD 88
 MC0638.geopotential number by the normal gravity value computed on the
 MC0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0638.degrees latitude (g = 980.6199 gals.).
 MC0638
 MC0638.The modeled gravity was interpolated from observed gravity values.
 MC0638
 MC0638;                    North         East     Units Scale Factor Converg.
 MC0638;SPC OH N     -   180,567.864   476,878.689   MT  0.99994621   -0 57 56.2
 MC0638;UTM  17      - 4,574,470.429   251,290.441   MT  1.00036133   -1 57 37.6
 MC0638;UTM  16      - 4,574,645.144   753,762.332   MT  1.00039259   +2 00 01.1
 MC0638
 MC0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC0638!SPC OH N     -   0.99997238  x   0.99994621  =   0.99991859
 MC0638!UTM  17      -   0.99997238  x   1.00036133  =   1.00033370
 MC0638!UTM  16      -   0.99997238  x   1.00039259  =   1.00036496
 MC0638
 MC0638:                Primary Azimuth Mark                     Grid Az
 MC0638:SPC OH N     -  HASTEDT                                  062 05 19.1
 MC0638:UTM  17      -  HASTEDT                                  063 05 00.5
 MC0638:UTM  16      -  HASTEDT                                  059 07 21.8
 MC0638
 MC0638|---------------------------------------------------------------------|
 MC0638| PID    Reference Object                     Distance      Geod. Az  |
 MC0638|                                                           dddmmss.s |
 MC0638| MC1419 HASTEDT                             APPROX. 0.9 KM 0610722.9 |
 MC0638|---------------------------------------------------------------------|
 MC0638
 MC0638                          SUPERSEDED SURVEY CONTROL
 MC0638
 MC0638  NAD 83(1995)-  41 17 00.17318(N)    083 58 11.41468(W) AD(       ) 3
 MC0638  NAD 83(1986)-  41 17 00.17537(N)    083 58 11.41995(W) AD(       ) 3
 MC0638  NAD 27      -  41 16 59.99000(N)    083 58 11.61500(W) AD(       ) 3
 MC0638  NGVD 29 (??/??/92)  211.731  (m)          694.65   (f) ADJ UNCH    2 0
 MC0638
 MC0638.Superseded values are not recommended for survey control.
 MC0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0638.See file dsdata.txt to determine how the superseded data were derived.
 MC0638
 MC0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF5129074470(NAD 83)
 MC0638_MARKER: DE = TRAVERSE STATION DISK
 MC0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0638_STAMPING: IMBROCK 1947
 MC0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0638+STABILITY: SURFACE MOTION
 MC0638
 MC0638  HISTORY     - Date     Condition        Report By
 MC0638  HISTORY     - 1947     MONUMENTED       CGS
 MC0638  HISTORY     - 1963     GOOD             CGS
 MC0638  HISTORY     - 1963     GOOD             NGS
 MC0638  HISTORY     - 1965     GOOD             USE
 MC0638  HISTORY     - 1984     GOOD             USPSQD
 MC0638
 MC0638                          STATION DESCRIPTION
 MC0638
 MC0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (LWS)
 MC0638'THE STATION IS 1 MILE SOUTH AND 1-1/2 MILES WEST OF WESTHOPE.  IT IS
 MC0638'LOCATED ON THE
 MC0638'MARTIN IMBROCK FARM AT THE NORTHEAST PROPERTY CORNER.  IT
 MC0638'IS AT THE FENCE CORNER THAT MARKS
 MC0638'THE NORTH END OF THE NS 1/2-MILE LAND
 MC0638'SUBDIVISION LINE OF SECTION 29, RICHFIELD TOWNSHIP.
 MC0638'
 MC0638'STATION IS 14.9 METERS S OF THE CENTERLINE OF EW SEC. ROAD, 0.5 METER
 MC0638'S OF EW FENCE LINE, 0.5 METER W OF S FENCE
 MC0638'LINE, AND 14.8 METERS SW OF S SHOULDER OF CULVERT.
 MC0638'
 MC0638'A STANDARD DISK STAMPED IMBROCK 1947 IS SET IN THE TOP OF A 12- BY
 MC0638'12-INCH CONCRETE
 MC0638'POST.  THE TOP OF THE POST PROTRUDES 1 INCH ABOVE THE
 MC0638'GROUND.
 MC0638
 MC0638                          STATION RECOVERY (1963)
 MC0638
 MC0638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JKW)
 MC0638'THE ORIGINAL DESCRIPTION AND SKETCH IS ADEQUATE WITH THE FOLLOWING
 MC0638'EXCEPTION--THE CONCRETE MONUMENT IS SURROUNDED BY A CRUSHED
 MC0638'LIMESTONE AND ROCK CAMERA TARGET 7 FEET IN DIAMETER.
 MC0638'
 MC0638'ELEVATION OF DISK 694.61 FEET.
 MC0638
 MC0638                          STATION RECOVERY (1963)
 MC0638
 MC0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MC0638'2.5 MI SW FROM WESTHOPE.
 MC0638'MARK IS LOCATED 2.5 MILES SOUTH-WEST OF WESTHOPE.  TO REACH FROM
 MC0638'WESTHOPE, GO 1.0 MILE SOUTH ON STATE HIGHWAY 65, THEN 1.5 MILES
 MC0638'WEST ON STATE HIGHWAY 281. THE MARK IS 48.9 FEET SOUTH OF THE
 MC0638'CENTERLINE OF STATE HIGHWAY 281, 48.6 FEET SOUTHWEST OF CENTERLINE
 MC0638'OF A SMALL BRIDGE AND SOUTH EDGE OF THE ROAD, 1.6 FEET SOUTH OF
 MC0638'EAST-WEST FENCE, 1. FEET WEST OF NORTH-SOUTH FENCE.  A STANDARD
 MC0638'DISK STAMPED IMBROCK 1947 SET IN TOP OF A 12 INCH SQUARE CONCRETE
 MC0638'MONUMENT THAT PROJECTS 1 INCH ABOVE A SURROUNDING STONE AND LIME
 MC0638'PHOTOGRAMMETRIC TARGET 7 FEET IN DIAMETER.
 MC0638
 MC0638                          STATION RECOVERY (1965)
 MC0638
 MC0638'RECOVERY NOTE BY US ENGINEERS 1965 (GAL)
 MC0638'TO REACH STA. FROM JCT. OF HWYS. 6 AND 65 AT MC CLURE, TRAVEL
 MC0638'S 6 MI. ON HWY 65 TO HWY 281 AND W 1.5 MI.
 MC0638'
 MC0638'THE STA. IS LOCATED IN A 2 M DIA CRUSHED LIMESTONE TARGET 20 M OF
 MC0638'CENTERLINE OF ROAD, 10 M E OF POWER POLE, 0.4 M W OF FENCE, AND
 MC0638'0.4 M S OF FENCE.  THE STA. IS APPROX. 1.0 M LOWER THAN THE ROAD.
 MC0638'
 MC0638'THE STA. IS MARKED BY A STD. C. AND G.S. TRIANGULATION MARKER
 MC0638'STAMPED IMBROCK 1947. (ELEV--694.8 FEET)
 MC0638
 MC0638                          STATION RECOVERY (1984)
 MC0638
 MC0638'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC0638'IMBROCK 1947 RECOVERED GOOD.
 MC0638'
 MC0638'LIMESTONE TARGET ALL BROKEN UP ADD W/P TO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1435 ***********************************************************************
 JY1435  DESIGNATION -  IMLER
 JY1435  PID         -  JY1435
 JY1435  STATE/COUNTY-  OH/PICKAWAY
 JY1435  USGS QUAD   -  STOUTSVILLE (1992)
 JY1435
 JY1435                         *CURRENT SURVEY CONTROL
 JY1435  ___________________________________________________________________
 JY1435* NAD 83(1995)-  39 31 37.66349(N)    082 49 37.96048(W)     ADJUSTED  
 JY1435* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 JY1435  ___________________________________________________________________
 JY1435  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 JY1435  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JY1435
 JY1435  HORZ ORDER  -  FIRST
 JY1435
 JY1435.The horizontal coordinates were established by classical geodetic methods
 JY1435.and adjusted by the National Geodetic Survey in April 1998..
 JY1435
 JY1435.The orthometric height was scaled from a topographic map.
 JY1435
 JY1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY1435
 JY1435.The geoid height was determined by GEOID03.
 JY1435
 JY1435;                    North         East     Units Scale Factor Converg.
 JY1435;SPC OH S     -   169,583.012   571,868.164   MT  0.99993900   -0 12 27.4
 JY1435;UTM  17      - 4,376,869.337   342,954.156   MT  0.99990366   -1 09 47.4
 JY1435
 JY1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY1435!SPC OH S     -   0.99995814  x   0.99993900  =   0.99989714
 JY1435!UTM  17      -   0.99995814  x   0.99990366  =   0.99986180
 JY1435
 JY1435|---------------------------------------------------------------------|
 JY1435| PID    Reference Object                     Distance      Geod. Az  |
 JY1435|                                                           dddmmss.s |
 JY1435| CF2706 IMLER RM 1                           56.693 METERS 09625     |
 JY1435| CF2707 IMLER RM 2                          199.077 METERS 18411     |
 JY1435| CF2708 IMLER RM 3                           27.460 METERS 19458     |
 JY1435| CF2705 IMLER AZ MK                                        2643434.0 |
 JY1435| CF2709 IMLER RM 4                            5.173 METERS 28520     |
 JY1435|---------------------------------------------------------------------|
 JY1435
 JY1435                          SUPERSEDED SURVEY CONTROL
 JY1435
 JY1435  NAD 83(1986)-  39 31 37.66995(N)    082 49 37.96429(W) AD(       ) 1
 JY1435  NAD 27      -  39 31 37.44600(N)    082 49 38.33700(W) AD(       ) 1
 JY1435
 JY1435.Superseded values are not recommended for survey control.
 JY1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1435.See file dsdata.txt to determine how the superseded data were derived.
 JY1435
 JY1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD4295476869(NAD 83)
 JY1435_MARKER: DS = TRIANGULATION STATION DISK
 JY1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY1435
 JY1435  HISTORY     - Date     Condition        Report By
 JY1435  HISTORY     - 1928     MONUMENTED       CGS
 JY1435  HISTORY     - 1935     GOOD             CGS
 JY1435  HISTORY     - 1945     GOOD             CGS
 JY1435
 JY1435                          STATION DESCRIPTION
 JY1435
 JY1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 JY1435'ABOUT 8 MILES SE OF CIRCLEVILLE, 3/4 MILE SE OF THE VILLAGE OF
 JY1435'LEISTVILLE, 1/8 MILE N OF THE CIRCLEVILLE-ADELPHI ROAD, ON
 JY1435'LAND OWNED BY NEWTON IMLER. STATION IS IN AN ORCHARD, ABOUT 100 YARDS
 JY1435'NW OF THE IMLER HOUSE, JUST E OF THE W FENCE OF THE ORCHARD,
 JY1435'AND E OF A N-S ROAD. THERE IS A PROMINENT INDIAN MOUND ABOUT 200 FEET
 JY1435'E OF THE STATION.
 JY1435'
 JY1435'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 JY1435'CONCRETE. SURFACE MARK IS SET 10 INCHES BELOW GRADE.
 JY1435'
 JY1435'REACHED FROM CIRCLEVILLE BY STATE ROAD TO LEISTVILLE, THENCE SE 3/4
 JY1435'MILE TO ROAD TURNING N. MR. IMLER LIVES N OF THE ADELPHI ROAD
 JY1435'AND E OF THIS ROAD. LEISTVILLE IS JUST E OF THE INTESECTION OF STATE
 JY1435'HIGHWAYS 56 AND 159.
 JY1435'
 JY1435'HEIGHT OF SIGNAL ABOVE STATION MARK - 100 FEET.
 JY1435
 JY1435                          STATION RECOVERY (1935)
 JY1435
 JY1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 JY1435'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD
 JY1435'CONDITION. REFERENCE MARK 1 IS DISTANT 56.69 METERS BEARING
 JY1435'97-1/2 DEG MAGNETIC. REFERENCE MARK 2 IS DISTANT 199.07 METERS
 JY1435'BEARING 185 DEG MAGNETIC. BOTH REFERENCE MARKS ARE
 JY1435'STANDARD TABLETS SET IN 12-INCH CONCRETE BLOCKS PROJECTING ABOUT 6
 JY1435'INCHES. THE STATION MARK IS 10 INCHES BELOW THE SURFACE.
 JY1435'REFERENCE MARK 1 IS ON THE INDIAN MOUND MENTIONED IN THE ORIGINAL
 JY1435'DESCRIPTION.
 JY1435'
 JY1435'TO REACH STATION, GO TO THE INTERSECTION OF STATE HIGHWAYS 56 AND 159
 JY1435'AT LEISTVILLE, HERE GO SE ON HIGHWAY 56 FOR 0.9 MILE TO A
 JY1435'GRAVEL T-ROAD N, HERE TURN N ON GRAVEL ROAD AND GO 0.1 MILE TO GATE
 JY1435'ON RIGHT ENTERING IMLERS YARD, PASS THROUGH GATE AND OUT
 JY1435'THROUGH BARN LOT TO STATION IN OLD ORCHARD ABOUT 100 YARDS NW OF THE
 JY1435'IMLER HOUSE.
 JY1435
 JY1435                          STATION RECOVERY (1945)
 JY1435
 JY1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 JY1435'STATION WAS RECOVERED AS DESCRIBED IN 1928. ALL MARKS WERE RECOVERED
 JY1435'IN EXCELLENT CONDITION, BUT A DIRECTION COULD NOT BE
 JY1435'TAKEN TO REFERENCE MARK 2 AS TREES HAVE GROWN ON THE LINE. TWO NEW
 JY1435'REFERENCE MARKS WERE ESTABLISHED BY THIS PARTY. AN AZIMUTH
 JY1435'MARK WAS ALSO ESTABLISHED FOR THIS STATION. A COMPLETE DESCRIPTION
 JY1435'FOLLOWS-
 JY1435'
 JY1435'STATION IS LOCATED ABOUT 8 MILES (AIR LINE) SE OF CIRCLEVILLE ON LAND
 JY1435'OWNED BY MR. NEWTON IMLER. THE MARK IS SITUATED NEAR THE
 JY1435'W EDGE OF A PASTURE FIELD ABOUT 100 YARDS NW OF THE IMLER HOUSE. IT
 JY1435'IS 17 FEET E OF A STANDARD WITNESS POST WHICH WAS PLACED IN
 JY1435'THE FENCELINE AND ABOUT 200 FEET DUE W OF A PROMINENT INDIAN MOUND.
 JY1435'THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 JY1435'DISK IS STAMPED IMLER 1928.
 JY1435'
 JY1435'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JY1435'BRONZE DISKS SET IN CONCRETE.
 JY1435'
 JY1435'REFERENCE MARK 1 IS 185.99 FEET E OF THE STATION ON A PROMINENT
 JY1435'INDIAN MOUND. THE MARK PROJECTS 8 INCHES AND THE DISK IS
 JY1435'STAMPED IMLER 1928.
 JY1435'
 JY1435'REFERENCE MARK 2 IS ABOUT 0.15 MILE S OF THE STATION IN A ROW OF
 JY1435'MAPLE TREES. SINCE NO DISTANCE OR DIRECTION COULD BE TAKEN
 JY1435'BECAUSE OF OBSTRUCTION BY TREES, THIS MARK IS OF NO VALUE TO THE
 JY1435'STATION.
 JY1435'
 JY1435'REFERENCE MARK 3 IS 90.09 FEET SSW OF THE STATION. IT IS 1 FOOT E OF
 JY1435'A N-S FENCELINE. THE MARK PROJECTS 5 INCHES AND THE DISK IS
 JY1435'STAMPED IMLER NO 3 1945.
 JY1435'
 JY1435'REFERENCE MARK 4 IS 16.97 FEET W OF THE STATION IN THE N-S FENCELINE.
 JY1435'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED IMLER NO 4 1945.
 JY1435'
 JY1435'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WSW OF THE STATION. IT IS 20
 JY1435'FEET N OF THE APPROXIMATE CENTER OF STATE HIGHWAY 56, 5
 JY1435'FEET E OF A STANDARD WITNESS POST, 1.5 FEET NE OF A TELEPHONE POLE,
 JY1435'AND 1 FOOT INSIDE THE RIGHT-OF- WAY FENCELINE. THE MARK
 JY1435'PROJECTS 5 INCHES AND THE DISK IS STAMPED IMLER 1945.
 JY1435'
 JY1435'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 JY1435'HIGHWAY 56 IN SE CIRCLEVILLE, GO S AND E ON
 JY1435'STATE HIGHWAY 56 FOR 7.4 MILES TO THE AZIMUTH MARK ON THE LEFT AT A
 JY1435'CURVE TO THE LEFT. CONTINUE ON STATE HIGHWAY 56 FOR 0.4 MILE
 JY1435'TO A GRAVELED CROSSROAD. TURN SHARP LEFT AND GO 0.1 MILE TO A GATE
 JY1435'AND DRIVEWAY ON THE LEFT. PASS THROUGH THE GATE AND FOLLOW
 JY1435'THE DRIVEWAY LEADING TO MR. IMLERS FARM FOR 0.05 MILE TO A GATE ON
 JY1435'THE LEFT. TURN SHARP LEFT AND ENTER THE PASTURE FIELD, THEN
 JY1435'GO NW FOR ABOUT 0.05 MILE TO THE STATION MARK AS DESCRIBED.
 JY1435'
 JY1435'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3124 ***********************************************************************
 JZ3124  DESIGNATION -  IMM CON CATH CH STEEPLE
 JZ3124  PID         -  JZ3124
 JZ3124  STATE/COUNTY-  OH/HAMILTON
 JZ3124  USGS QUAD   -  NEWPORT (1987)
 JZ3124
 JZ3124                         *CURRENT SURVEY CONTROL
 JZ3124  ___________________________________________________________________
 JZ3124* NAD 83(1995)-  39 06 24.68249(N)    084 29 47.25832(W)     ADJUSTED  
 JZ3124* NAVD 88     -                                                        
 JZ3124  ___________________________________________________________________
 JZ3124  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 JZ3124  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 JZ3124
 JZ3124  HORZ ORDER  -  THIRD
 JZ3124
 JZ3124.The horizontal coordinates were established by classical geodetic methods
 JZ3124.and adjusted by the National Geodetic Survey in April 1998..
 JZ3124
 JZ3124
 JZ3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3124
 JZ3124.The geoid height was determined by GEOID03.
 JZ3124
 JZ3124;                    North         East     Units Scale Factor Converg.
 JZ3124;SPC OH S     -   124,784.435   427,337.349   MT  0.99994757   -1 16 00.5
 JZ3124;SPC KY1Z     - 1,308,566.805 1,608,437.559   MT  1.00013590   +0 46 10.6
 JZ3124;SPC KY1Z     - 4,293,189.59  5,277,015.56   sFT  1.00013590   +0 46 10.6
 JZ3124;SPC KY N     -   178,392.941   478,681.658   MT  1.00002432   -0 09 11.9
 JZ3124;SPC KY N     -   585,277.51  1,570,474.74   sFT  1.00002432   -0 09 11.9
 JZ3124;UTM  16      - 4,331,618.862   716,473.634   MT  1.00017704   +1 34 47.2
 JZ3124
 JZ3124                          SUPERSEDED SURVEY CONTROL
 JZ3124
 JZ3124  NAD 83(1995)-  39 06 24.68854(N)    084 29 47.26556(W) AD(       ) 4
 JZ3124  NAD 83(1986)-  39 06 24.68621(N)    084 29 47.26906(W) AD(       ) 4
 JZ3124  NAD 27      -  39 06 24.46800(N)    084 29 47.47700(W) AD(       ) 3
 JZ3124
 JZ3124.Superseded values are not recommended for survey control.
 JZ3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3124.See file dsdata.txt to determine how the superseded data were derived.
 JZ3124
 JZ3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ1647431619(NAD 83)
 JZ3124_MARKER: 91 = CHURCH CROSS
 JZ3124
 JZ3124  HISTORY     - Date     Condition        Report By
 JZ3124  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3124  HISTORY     - 1984     GOOD             USPSQD
 JZ3124  HISTORY     - 19950924 GOOD             USPSQD
 JZ3124
 JZ3124                          STATION DESCRIPTION
 JZ3124
 JZ3124'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3124'STATION IS LOCATED IN THE MT. ADAMS SECTION OF CINCINNATI AT THE
 JZ3124'INTERSECTION OF GUIDO ST. AND BAVILLION ST.  THE CHURCH IS
 JZ3124'CONSTRUCTED OF STONE AND SITUATED ON A BLUFF OVERLOOKING THE COLUMBIA
 JZ3124'PARKWAY.  THE POINT OF INTERSECTION WAS THE CROSS ON THE STEEPLE.
 JZ3124'THE STEEPLE IS ABOUT 150 FEET HIGH.
 JZ3124'
 JZ3124'THIS IS AN INTERSECTION STATION
 JZ3124
 JZ3124                          STATION RECOVERY (1984)
 JZ3124
 JZ3124'RECOVERY NOTE BY US POWER SQUADRON 1984 (LCN)
 JZ3124'CHURCH STEEPLE STILL IN PLACE.
 JZ3124
 JZ3124                          STATION RECOVERY (1995)
 JZ3124
 JZ3124'RECOVERY NOTE BY US POWER SQUADRON 1995
 JZ3124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0123 ***********************************************************************
 JZ0123  DESIGNATION -  INDIAN
 JZ0123  PID         -  JZ0123
 JZ0123  STATE/COUNTY-  OH/GREENE
 JZ0123  USGS QUAD   -  FAIRBORN (1992)
 JZ0123
 JZ0123                         *CURRENT SURVEY CONTROL
 JZ0123  ___________________________________________________________________
 JZ0123* NAD 83(1995)-  39 47 11.74296(N)    084 05 03.04160(W)     ADJUSTED  
 JZ0123* NAVD 88     -       295.411  (meters)     969.19   (feet)  ADJUSTED  
 JZ0123  ___________________________________________________________________
 JZ0123  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 JZ0123  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JZ0123  DYNAMIC HT  -         295.249 (meters)     968.66  (feet)  COMP
 JZ0123  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 JZ0123
 JZ0123  HORZ ORDER  -  FIRST
 JZ0123  VERT ORDER  -  SECOND    CLASS 0
 JZ0123
 JZ0123.The horizontal coordinates were established by classical geodetic methods
 JZ0123.and adjusted by the National Geodetic Survey in April 1998..
 JZ0123
 JZ0123.The orthometric height was determined by differential leveling
 JZ0123.and adjusted by the National Geodetic Survey in June 1991..
 JZ0123
 JZ0123.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ0123
 JZ0123.The geoid height was determined by GEOID03.
 JZ0123
 JZ0123.The dynamic height is computed by dividing the NAVD 88
 JZ0123.geopotential number by the normal gravity value computed on the
 JZ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0123.degrees latitude (g = 980.6199 gals.).
 JZ0123
 JZ0123.The modeled gravity was interpolated from observed gravity values.
 JZ0123
 JZ0123;                    North         East     Units Scale Factor Converg.
 JZ0123;SPC OH S     -   199,528.875   464,313.051   MT  0.99996050   -1 00 18.7
 JZ0123;UTM  16      - 4,408,139.451   749,686.466   MT  1.00036759   +1 52 00.8
 JZ0123
 JZ0123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ0123!SPC OH S     -   0.99995884  x   0.99996050  =   0.99991934
 JZ0123!UTM  16      -   0.99995884  x   1.00036759  =   1.00032642
 JZ0123
 JZ0123|---------------------------------------------------------------------|
 JZ0123| PID    Reference Object                     Distance      Geod. Az  |
 JZ0123|                                                           dddmmss.s |
 JZ0123| JZ0124 INDIAN RM 1                          17.428 METERS 04828     |
 JZ0123| JZ2914 PATTERSON FIELD WATER TANK 32 A     APPROX. 5.5 KM 0492349.1 |
 JZ0123| JZ2915 FAIRFIELD MUNICIPAL TANK            APPROX. 6.2 KM 0493930.1 |
 JZ0123| JZ2905 OSBORN MUNICIPAL TANK               APPROX. 6.5 KM 0580332.6 |
 JZ0123| JZ2913 PATTERSON FIELD TK NO 290           APPROX. 2.9 KM 0672701.0 |
 JZ0123| JZ2911 WRIGHT FIELD THEATRE BLDG TK        375.423 METERS 13051     |
 JZ0123| JZ2912 PATTERSON FIELD RAD RNG C MAST      APPROX. 1.2 KM 1691633.5 |
 JZ0123| CF2906 INDIAN AZ MK                                       1802252.8 |
 JZ0123| JZ0125 INDIAN RM 2                          16.110 METERS 18432     |
 JZ0123| JZ2910 WEST END                            172.597 METERS 25617     |
 JZ0123| JZ2902 WRIGHT FIELD CONTROL TOWER          APPROX. 1.1 KM 2593830.1 |
 JZ0123| JZ2903 WRIGHT FIELD TK S BLDG 126          295.599 METERS 26751     |
 JZ0123|---------------------------------------------------------------------|
 JZ0123
 JZ0123                          SUPERSEDED SURVEY CONTROL
 JZ0123
 JZ0123  NAD 83(1986)-  39 47 11.75139(N)    084 05 03.04812(W) AD(       ) 1
 JZ0123  NAD 27      -  39 47 11.54500(N)    084 05 03.27500(W) AD(       ) 1
 JZ0123  NGVD 29 (??/??/92)  295.622  (m)          969.89   (f) ADJ UNCH    2 0
 JZ0123
 JZ0123.Superseded values are not recommended for survey control.
 JZ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0123.See file dsdata.txt to determine how the superseded data were derived.
 JZ0123
 JZ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK4968608139(NAD 83)
 JZ0123_MARKER: DS = TRIANGULATION STATION DISK
 JZ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0123_STAMPING: INDIAN 1945
 JZ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0123+STABILITY: SURFACE MOTION
 JZ0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0123+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2001
 JZ0123
 JZ0123  HISTORY     - Date     Condition        Report By
 JZ0123  HISTORY     - 1945     MONUMENTED       CGS
 JZ0123  HISTORY     - 1946     GOOD             CGS
 JZ0123  HISTORY     - 1947     GOOD             NGS
 JZ0123  HISTORY     - 1967     GOOD             OH2090
 JZ0123  HISTORY     - 20011230 GOOD             INDIV
 JZ0123
 JZ0123                          STATION DESCRIPTION
 JZ0123
 JZ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (WJC)
 JZ0123'STATION IS LOCATED ON THE HILLTOP AT WRIGHT FIELD, AT THE W SIDE OF
 JZ0123'THE PARADE GROUNDS, AND AT THE SE CORNER OF A FENCED ENCLOSURE AROUND
 JZ0123'AN OLD INDIAN MOUND.  THE MARK IS SITUATED 84 FEET W OF THE
 JZ0123'APPROXIMATE CENTER OF ROAD I AND 14 FEET SE OF THE ENCLOSURE
 JZ0123'FENCE.
 JZ0123'
 JZ0123'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED INDIAN
 JZ0123'1945, AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 JZ0123'UNDERGROUND MARK IS A BRONZE STATION DISK IN CONCRETE.
 JZ0123'
 JZ0123'REFERENCE MARK 1 IS 57.18 FEET NE OF THE STATION AND 43 FEET W OF THE
 JZ0123'APPROXIMATE CENTER OF ROAD I.  IT IS A BRONZE REFERENCE DISK IN
 JZ0123'CONCRETE, STAMPED INDIAN NO. 1 1945, AND PROJECTS ABOUT 3 INCHES
 JZ0123'ABOVE THE SURFACE OF THE GROUND.
 JZ0123'
 JZ0123'REFERENCE MARK 2 IS 52.85 FEET S OF THE STATION.  IT IS A BRONZE
 JZ0123'REFERENCE DISK IN CONCRETE, STAMPED INDIAN NO. 2 1945, AND IS FLUSH
 JZ0123'WITH THE SURFACE OF THE GROUND.
 JZ0123'
 JZ0123'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE S OF THE STATION, ON THE
 JZ0123'LEFT SIDE OF ROAD F, AT A CURVE TO THE E.  IT IS 48 FEET E OF ROAD
 JZ0123'F, 53 FEET N OF ROAD K, 23 FEET SE OF FIRE HYDRANT C-51, AND 2.6 FEET
 JZ0123'W OF AN ELECTRIC POLE.  IT IS A BRONZE AZIMUTH DISK IN CONCRETE,
 JZ0123'STAMPED INDIAN 1945, AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 JZ0123'GROUND.
 JZ0123'
 JZ0123'A TRAVERSE CONNECTION WAS MADE TO A U.S. ARMY AIR CORPS GRID
 JZ0123'MONUMENT.  THIS MARK IS A BRONZE DISK SET IN A 6- BY 6-INCH CONCRETE
 JZ0123'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 JZ0123'THE DISK IS STAMPED 8 - 80 S 28 - 80 E, AND IS 970.24 FEET ABOVE
 JZ0123'SEA LEVEL.  THE DISTANCE IS 43.636 METERS OR 143.16 FEET.
 JZ0123'
 JZ0123'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JZ0123
 JZ0123                          STATION RECOVERY (1946)
 JZ0123
 JZ0123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RCB)
 JZ0123'STATION RECOVERED AND DESCRIPTION REVISED AS FOLLOWS-
 JZ0123'
 JZ0123'STATION IS LOCATED ON THE HILLTOP AT WRIGHT FIELD, 81 FEET W OF THE
 JZ0123'CENTER LINE OF THE NOW SURFACED ROAD (P STREET) BORDERING THE W
 JZ0123'SIDE OF THE PARADE GROUNDS, AND 61 FEET SE OF THE APPROXIMATE CENTER
 JZ0123'OF AN OLD INDIAN MOUND.  FENCE AROUND MOUND HAS BEEN REMOVED.
 JZ0123'
 JZ0123'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED INDIAN
 JZ0123'1945, AND PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 JZ0123'
 JZ0123'REFERENCE MARK 1 IS 57.18 FEET NE OF THE STATION AND 41 FEET W OF
 JZ0123'APPROXIMATE CENTER LINE OF P STREET (ONCE ROAD I).  IT IS A BRONZE
 JZ0123'REFERENCE DISK IN CONCRETE, STAMPED INDIAN NO. 1 1945, AND PROJECTS 1
 JZ0123'INCH ABOVE GROUND LEVEL.
 JZ0123'
 JZ0123'REFERENCE MARK 2 IS 52.805 FEET (HORIZONTAL DISTANCE MEASURED TWICE)
 JZ0123'OR 52.84 FEET (INCLINE DISTANCE) S OF THE STATION, AND 83 FEET W OF
 JZ0123'THE APPROXIMATE CENTER LINE OF P STREET.  IT IS A BRONZE REFERENCE
 JZ0123'DISK IN CONCRETE, STAMPED INDIAN NO. 2 1945, AND FLUSH WITH THE
 JZ0123'GROUND SURFACE.
 JZ0123'
 JZ0123'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE S OF STATION, 53 FEET E OF
 JZ0123'APPROXIMATE CENTER LINE OF P STREET, 54 FEET N OF APPROXIMATE
 JZ0123'CENTER LINE OF 12TH STREET, 23 FEET SE OF FIRE HYDRANT C-51, AND 2.6
 JZ0123'FEET W OF AN ELECTRIC POLE.  IT IS A BRONZE DISK IN CONCRETE
 JZ0123'(AZIMUTH MARK DISK), STAMPED INDIAN 1945, AND ABOUT 1 INCH ABOVE
 JZ0123'GROUND LEVEL.
 JZ0123'
 JZ0123'A U.S. ARMY AIR CORPS GRID MONUMENT SET IN A 6-INCH SQUARE CONCRETE
 JZ0123'POST IS 143.16 FEET S OF STATION.  MARK PROJECTS 2 INCHES ABOVE
 JZ0123'GROUND LEVEL.  IT IS 66 FEET W OF CENTER LINE OF P STREET AND IS
 JZ0123'STAMPED 8 80S28 80E AND WITH AN ELEVATION OF 970.24 FEET.
 JZ0123
 JZ0123                          STATION RECOVERY (1947)
 JZ0123
 JZ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 JZ0123'AT WRIGHT FIELD.
 JZ0123'AT WRIGHT FIELD, IN THE BLOCK BORDERED EAST AND WEST BY P AND
 JZ0123'N STREETS AND BORDERED BY 7TH AND 8TH STREETS NORTH AND SOUTH,
 JZ0123'ABOUT 7 YARDS SOUTHEAST OF THE SOUTHEAST EDGE OF AN INDIAN MOUND,
 JZ0123'84 FEET WEST OF THE CENTER LINE OF P STREET, 246 FEET NORTH OF
 JZ0123'THE CENTER LINE OF 8TH STREET, 52.85 FEET NORTH OF R.M. NO. 2,
 JZ0123'57.18 FEET SOUTHWEST OF R.M. NO. 1., 2 FEET NORTH OF A WHITE
 JZ0123'WOODEN WITNESS POST, ABOUT LEVEL WITH P STREET AND SET IN THE
 JZ0123'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JZ0123
 JZ0123                          STATION RECOVERY (1967)
 JZ0123
 JZ0123'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967 (RCB)
 JZ0123'INDIAN 1945 RECOVERED GOOD.
 JZ0123'
 JZ0123'FOUND STATION, NO. 1 AND NO. 2 REF POINTS (ALL NOW FLUSH WITH GROUND)
 JZ0123'SEARCHED BRIEFLY FOR AZIMUTH AND COULDNT FIND (INTERSECTION HAS BEEN
 JZ0123'REBUILT AND RAISED) - POINT SEEMS TO FALL IN TREE LAWN AREA.
 JZ0123
 JZ0123                          STATION RECOVERY (2001)
 JZ0123
 JZ0123'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RAA)
 JZ0123'FIBERGLASS SURVEY MARKER 1.5 FEET NORTH OF MONUMENT.  MONUMENT AT
 JZ0123'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1338 ***********************************************************************
 MC1338  DESIGNATION -  INDIAN
 MC1338  PID         -  MC1338
 MC1338  STATE/COUNTY-  OH/SANDUSKY
 MC1338  USGS QUAD   -  FREMONT WEST (1980)
 MC1338
 MC1338                         *CURRENT SURVEY CONTROL
 MC1338  ___________________________________________________________________
 MC1338* NAD 83(1995)-  41 15 49.59408(N)    083 07 56.10078(W)     ADJUSTED  
 MC1338* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 MC1338  ___________________________________________________________________
 MC1338  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 MC1338  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 MC1338
 MC1338  HORZ ORDER  -  THIRD
 MC1338
 MC1338.The horizontal coordinates were established by classical geodetic methods
 MC1338.and adjusted by the National Geodetic Survey in April 1998..
 MC1338
 MC1338.The orthometric height was scaled from a topographic map.
 MC1338
 MC1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1338
 MC1338.The geoid height was determined by GEOID03.
 MC1338
 MC1338;                    North         East     Units Scale Factor Converg.
 MC1338;SPC OH N     -   177,545.423   547,021.526   MT  0.99994498   -0 24 55.3
 MC1338;UTM  17      - 4,570,231.895   321,385.871   MT  0.99999264   -1 24 23.9
 MC1338
 MC1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1338!SPC OH N     -   0.99997338  x   0.99994498  =   0.99991837
 MC1338!UTM  17      -   0.99997338  x   0.99999264  =   0.99996602
 MC1338
 MC1338:                Primary Azimuth Mark                     Grid Az
 MC1338:SPC OH N     -  FREMONT FIRST PRESB CH SPIRE             008 09 20.8
 MC1338:UTM  17      -  FREMONT FIRST PRESB CH SPIRE             009 08 49.4
 MC1338
 MC1338|---------------------------------------------------------------------|
 MC1338| PID    Reference Object                     Distance      Geod. Az  |
 MC1338|                                                           dddmmss.s |
 MC1338| MC1331 FREMONT FIRST PRESB CH SPIRE        APPROX. 9.2 KM 0074425.5 |
 MC1338| MC1330 FREMONT HAYES MEM CH SPIRE          APPROX. 9.0 KM 0074841.0 |
 MC1338| MC1320 FREMONT HJ HEINZ CO STACK           APPROX.11.0 KM 0165608.3 |
 MC1338| MC1322 FREMONT RADIO STA WFRO W MAST       APPROX. 8.5 KM 0275028.6 |
 MC1338| MC1323 FREMONT RADIO STA WFRO E MAST       APPROX. 8.5 KM 0280659.7 |
 MC1338| CF2711 INDIAN RM 1                          27.016 METERS 06944     |
 MC1338| MC1333 GREEN SPRINGS MUNICIPAL TANK        APPROX. 6.8 KM 0955217.6 |
 MC1338| CF2710 INDIAN AZ MK                                       1544823.0 |
 MC1338| MC1349 OLD FORT PEOPLES MERC CO ELEV       APPROX. 3.0 KM 2112912.5 |
 MC1338| CF2712 INDIAN RM 2                          31.754 METERS 30949     |
 MC1338| MC1341 FREMONT HERBRAND DIV STACK          APPROX. 9.8 KM 3581704.2 |
 MC1338|---------------------------------------------------------------------|
 MC1338
 MC1338                          SUPERSEDED SURVEY CONTROL
 MC1338
 MC1338  NAD 83(1995)-  41 15 49.60299(N)    083 07 56.11074(W) AD(       ) 3
 MC1338  NAD 83(1986)-  41 15 49.59789(N)    083 07 56.11355(W) AD(       ) 3
 MC1338  NAD 27      -  41 15 49.40433(N)    083 07 56.40848(W) AD(       ) 3
 MC1338
 MC1338.Superseded values are not recommended for survey control.
 MC1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1338.See file dsdata.txt to determine how the superseded data were derived.
 MC1338
 MC1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF2138670232(NAD 83)
 MC1338_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1338
 MC1338  HISTORY     - Date     Condition        Report By
 MC1338  HISTORY     - 1956     MONUMENTED       CGS
 MC1338  HISTORY     - 1956     SEE DESCRIPTION  CGS
 MC1338
 MC1338                          STATION DESCRIPTION
 MC1338
 MC1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 MC1338'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF FREMONT, AND ABOUT
 MC1338'4-1/2 MILES WEST-NORTHWEST OF GREEN
 MC1338'SPRINGS.  STATION IS 32 FEET NORTH OF APPROXIMATE CENTERLINE OF
 MC1338'COUNTY ROUTE NO. 173, 39
 MC1338'FEET SOUTHEAST OF SOUTHWEST CORNER OF BARN, 41 FEET SOUTHWEST OF
 MC1338'NORTHEAST CORNER OF BARN, AND 27 FEET
 MC1338'EAST OF WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 MC1338'STAMPED INDIAN 1956.
 MC1338'
 MC1338'REFERENCE MARK NO. 1 IS 60 FEET NORTH OF APPROXIMATE CENTERLINE OF
 MC1338'COUNTY ROUTE NO.  173, 56 FEET
 MC1338'EAST OF SOUTHEAST CORNER OF BARN, AND 1 FOOT SOUTH OF FENCELINE.  THE
 MC1338'MARK PROJECTS 6 INCHES AND THE DISK
 MC1338'IS STAMPED INDIAN NO 1 1956.
 MC1338'
 MC1338'REFERENCE MARK NO. 2 IS 66-1/2 FEET NORTHWEST OF SOUTHWEST CORNER OF
 MC1338'BARN, AND 16 FEET SOUTHEAST OF OAK
 MC1338'TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED INDIAN NO 2
 MC1338'1956.
 MC1338'
 MC1338'AZIMUTH MARK IS SET IN A DRILL HOLE IN SOUTH HEADWALL OF CONCRETE
 MC1338'CULVERT, 15 FEET SOUTH OF THE
 MC1338'APPROXIMATE CENTERLINE OF STATE ROUTE NO. 113, AND 5 FEET NORTH OF
 MC1338'EAST-WEST FENCELINE.  THE MARK IS SET
 MC1338'FLUSH WITH THE TOP OF HEADWALL AND THE DISK IS STAMPED
 MC1338'INDIAN 1956.
 MC1338'
 MC1338'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 20 AND 6 AND STATE
 MC1338'HIGHWAYS NO. 12-19, AND 53 IN
 MC1338'FREMONT, GO SOUTH ON STATE HIGHWAY NO. 53 FOR 1.75 MILES TO BRIDGE.
 MC1338'TURN LEFT ACROSS BRIDGE AND GO
 MC1338'SOUTH ON STATE HIGHWAY NO. 53 FOR 4.45 MILES TO JUNCTION OF
 MC1338'SANDUSKY COUNTY ROUTE NO. 173.  TURN RIGHT
 MC1338'AND GO WEST ON COUNTY ROUTE NO. 173 FOR 0.05
 MC1338'MILE TO STATION ON RIGHT AS DESCRIBED.
 MC1338'
 MC1338'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON COUNTY ROUTE NO. 173
 MC1338'FOR 0.05 MILE TO STATE HIGHWAY
 MC1338'NO. 53.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY NO. 53 FOR 0.6 MILE
 MC1338'TO JUNCTION OF STATE HIGHWAY NO.
 MC1338'113.  TURN LEFT AND GO EAST ON STATE HIGHWAY NO. 113 FOR
 MC1338'0.2 MILE TO AZIMUTH MARK ON RIGHT (SOUTH) SIDE
 MC1338'OF HIGHWAY AS DESCRIBED.
 MC1338'
 MC1338'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MC1338
 MC1338                          STATION RECOVERY (1956)
 MC1338
 MC1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 MC1338'STATION RECOVERED AS DESCRIBED.  ALL MARKS ARE IN GOOD CONDITION.
 MC1338'DESCRIPTION IS
 MC1338'ADEQUATE EXCEPT FOR THE FOLLOWING.
 MC1338'
 MC1338'THE FENCE ENCLOSURE AROUND THE OLD INDIAN MOUND HAS BEEN REMOVED.
 MC1338'STATION IS 22.0
 MC1338'FEET NORTH OF EIGHT STREET, 222.0 FEET SOUTH OF SEVEN
 MC1338'STREET, 82.0 FEET WEST OF P
 MC1338'STREET, 125.0 FEET N.NW. OF THE N.E. CORNER
 MC1338'OF BUILDING NO. 189.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3094 ***********************************************************************
 JZ3094  DESIGNATION -  INDIAN HILL
 JZ3094  PID         -  JZ3094
 JZ3094  STATE/COUNTY-  OH/HAMILTON
 JZ3094  USGS QUAD   -  MADEIRA (1988)
 JZ3094
 JZ3094                         *CURRENT SURVEY CONTROL
 JZ3094  ___________________________________________________________________
 JZ3094* NAD 83(1995)-  39 09 51.53426(N)    084 22 01.98200(W)     ADJUSTED  
 JZ3094* NAVD 88     -       268.8    (meters)     882.     (feet)  VERTCON   
 JZ3094  ___________________________________________________________________
 JZ3094  X           -     486,051.191 (meters)                     COMP
 JZ3094  Y           -  -4,928,097.915 (meters)                     COMP
 JZ3094  Z           -   4,006,625.363 (meters)                     COMP
 JZ3094  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 JZ3094  ELLIP HEIGHT-         234.82  (meters)          (10/07/05) GPS OBS
 JZ3094  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3094
 JZ3094  HORZ ORDER  -  FIRST
 JZ3094  ELLP ORDER  -  FOURTH    CLASS I
 JZ3094
 JZ3094.The horizontal coordinates were established by classical geodetic methods
 JZ3094.and adjusted by the National Geodetic Survey in April 1998..
 JZ3094
 JZ3094.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ3094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ3094
 JZ3094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JZ3094
 JZ3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3094
 JZ3094.The ellipsoidal height was determined by GPS observations
 JZ3094.and is referenced to NAD 83.
 JZ3094
 JZ3094.The geoid height was determined by GEOID03.
 JZ3094
 JZ3094;                    North         East     Units Scale Factor Converg.
 JZ3094;SPC OH S     -   130,922.556   438,645.127   MT  0.99994324   -1 11 05.2
 JZ3094;SPC KY1Z     - 1,315,103.929 1,619,522.466   MT  1.00015805   +0 50 56.3
 JZ3094;SPC KY1Z     - 4,314,636.81  5,313,383.29   sFT  1.00015805   +0 50 56.3
 JZ3094;SPC KY N     -   184,750.025   489,869.059   MT  1.00003603   -0 04 22.5
 JZ3094;SPC KY N     -   606,134.04  1,607,178.74   sFT  1.00003603   -0 04 22.5
 JZ3094;UTM  16      - 4,338,312.876   727,465.411   MT  1.00023713   +1 39 48.4
 JZ3094
 JZ3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3094!SPC OH S     -   0.99996316  x   0.99994324  =   0.99990640
 JZ3094!SPC KY1Z     -   0.99996316  x   1.00015805  =   1.00012120
 JZ3094!SPC KY N     -   0.99996316  x   1.00003603  =   0.99999919
 JZ3094!UTM  16      -   0.99996316  x   1.00023713  =   1.00020028
 JZ3094
 JZ3094|---------------------------------------------------------------------|
 JZ3094| PID    Reference Object                     Distance      Geod. Az  |
 JZ3094|                                                           dddmmss.s |
 JZ3094| AI9991 INDIAN HILL RM 1                     26.877 METERS 00638     |
 JZ3094| JZ3095 RANGER STA WQST TRANSM TOWER        APPROX. 2.2 KM 1043647.7 |
 JZ3094| AI9990 INDIAN HILL AZ MK                                  1404352.7 |
 JZ3094| JZ3093 INDIAN HILL MUNICIPAL TANK           36.066 METERS 26503     |
 JZ3094| AI9992 INDIAN HILL RM 2                     29.297 METERS 27737     |
 JZ3094| JZ0326 BLUE ASH SOUTH BASE                 APPROX. 4.6 KM 3190102.3 |
 JZ3094|---------------------------------------------------------------------|
 JZ3094
 JZ3094                          SUPERSEDED SURVEY CONTROL
 JZ3094
 JZ3094  ELLIP H (04/01/98)  234.85   (m)                       GP(       ) 4 1
 JZ3094  NAD 83(1995)-  39 09 51.54043(N)    084 22 01.98929(W) AD(       ) 1
 JZ3094  NAD 83(1986)-  39 09 51.53755(N)    084 22 01.99244(W) AD(       ) 1
 JZ3094  NAD 27      -  39 09 51.32300(N)    084 22 02.21000(W) AD(       ) 1
 JZ3094  NGVD 29 (05/06/92)  269.0    (m)          883.     (f) GPS OBS        
 JZ3094
 JZ3094.Superseded values are not recommended for survey control.
 JZ3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3094.See file dsdata.txt to determine how the superseded data were derived.
 JZ3094
 JZ3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2746538313(NAD 83)
 JZ3094_MARKER: DS = TRIANGULATION STATION DISK
 JZ3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3094_SP_SET: CONCRETE POST
 JZ3094_STAMPING: INDIAN HILL 1947
 JZ3094_MARK LOGO: CGS   
 JZ3094_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ3094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ3094+STABILITY: SURFACE MOTION
 JZ3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ3094+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1990
 JZ3094
 JZ3094  HISTORY     - Date     Condition        Report By
 JZ3094  HISTORY     - 1947     MONUMENTED       CGS
 JZ3094  HISTORY     - 1947     GOOD             CGS
 JZ3094  HISTORY     - 1960     GOOD             CGS
 JZ3094  HISTORY     - 1961     GOOD             CGS
 JZ3094  HISTORY     - 1984     GOOD             USPSQD
 JZ3094  HISTORY     - 19850729 GOOD             NGS
 JZ3094  HISTORY     - 19890601 GOOD             WOOLPT
 JZ3094  HISTORY     - 19900312 GOOD
 JZ3094
 JZ3094                          STATION DESCRIPTION
 JZ3094
 JZ3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3094'STATION IS LOCATED IN THE INDIAN HILL DISTRICT OF CINCINNATI AT THE
 JZ3094'INTERSECTION OF MIAMI AVENUE AND INDIAN HILL ROAD ON THE PROPERTY OF
 JZ3094'THE COUNTY AT THE INDIAN HILL WATER TANKS, 123 FEET NORTHWEST OF
 JZ3094'POWER POLE NO. 13-150, 100 FEET EAST-NORTHEAST OF THE NORTH
 JZ3094'EDGE OF DOOR IN THE INDIAN HILL WATER TANKS AND 53 FEET NORTH OF THE
 JZ3094'CENTERLINE OF CINDER ROAD LEADING TO WATER TANKS. THE MARK
 JZ3094'PROJECTS 1 INCH AND THE DISC IS STAMPED INDIAN HILL 1947.
 JZ3094'
 JZ3094'REFERENCE MARK NO. 1 IS 88.18 FEET NORTH OF THE STATION AND 11 FEET
 JZ3094'SOUTH OF FENCE. THE MARK IS SET IN A CONCRETE PRECAST BLOCK, 7
 JZ3094'INCHES SQUARE AT THE TOP AND PROJECTING 6 INCHES, AND STAMPED INDIAN
 JZ3094'HILL NO 1 1947.
 JZ3094'
 JZ3094'REFERENCE MARK NO. 2 IS 96.12 FEET WEST OF THE STATION AND 2.8 FEET
 JZ3094'NORTHEAST OF THE INDIAN HILL WATER TANK. THE MARK IS SET IN A PRECAST
 JZ3094'BLOCK, 7 INCHES SQUARE AT THE TOP AND PROJECTING 6 INCHES, AND
 JZ3094'STAMPED INDIAN HILL NO 2 1947.
 JZ3094'
 JZ3094'THE AZIMUTH MARK IS 0.15 MILE SOUTHEAST OF THE STATION, 22 FEET NORTH
 JZ3094'OF JOHN WALTS MAILBOX AND 6.5 FEET EAST OF THE EAST EDGE OF MIAMI
 JZ3094'AVENUE. THE MARK IS SET IN A PRECAST CONCRETE CYLINDER, 6 INCHES IN
 JZ3094'DIAMETER AT THE TOP AND PROJECTING 2 INCHES, AND THE DISC
 JZ3094'IS STAMPED INDIAN HILL 1947.
 JZ3094'
 JZ3094'THE STATION MAY BE REACHED BY LOCAL DIRECTIONS, OR BY CONTACTING THE
 JZ3094'CITY ENGINEERS OFFICE, CINCINNATI.
 JZ3094'
 JZ3094'TO REACH THE AZIMUTH MARK FROM THE STATION AND INDIAN HILL WATER
 JZ3094'TANK, GO EAST ON CINDER ROAD FOR 0.1 MILE TO MIAMI AVENUE. TURN
 JZ3094'RIGHT AND GO SOUTH ON MIAMI AVENUE FOR 0.1 MILE TO THE AZIMUTH MARK
 JZ3094'ON THE LEFT.
 JZ3094'
 JZ3094'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JZ3094
 JZ3094                          STATION RECOVERY (1947)
 JZ3094
 JZ3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JZ3094'RECOVERED IN GOOD CONDITION.
 JZ3094
 JZ3094                          STATION RECOVERY (1960)
 JZ3094
 JZ3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VES)
 JZ3094'THE STATION, REFERENCE, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 JZ3094'CONDITION AS DESCRIBED.
 JZ3094
 JZ3094                          STATION RECOVERY (1961)
 JZ3094
 JZ3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CWM)
 JZ3094'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 JZ3094'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 JZ3094
 JZ3094                          STATION RECOVERY (1984)
 JZ3094
 JZ3094'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLN)
 JZ3094'I.H. 1947 RECOVERED OK.
 JZ3094'
 JZ3094'AZIMUTH MARK HAS BEEN COVERED OVER.  NOT FOUND.
 JZ3094
 JZ3094                          STATION RECOVERY (1985)
 JZ3094
 JZ3094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 JZ3094'THE STATION MARK AND RM 1 WERE FOUND IN GOOD CONDITION.  RM 2 AND THE
 JZ3094'AZ MK WERE NOT FOUND AND HAVE APPARENTLY BEEN DESTROYED.  THE
 JZ3094'DIRECTION TO THE WATER TANK AND RM 1 BOTH CHECKED PREVIOUS DATA.  THE
 JZ3094'DISTANCE TO RM 1 DID NOT CHECK AND WAS SHORTER BY 0.013 METERS. (0.043
 JZ3094'FT) RM 3 AND RM 4 WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 JZ3094'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) NORTHEAST OF DOWNTOWN
 JZ3094'CINCINNATI, IN THE VILLAGE OF INDIAN HILL AT THE MUNICIPAL WATER TANK
 JZ3094'ABOUT 0.3 KM (0.20 MI) NORTH OR THE INTERSECTION OF INDIAN HILL ROAD
 JZ3094'AND MIAMI ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF INDIAN
 JZ3094'HILL ROAD AND MIAMI ROAD GO 0.3 KM (0.20 MI) NORTH ON MIAMI ROAD, THEN
 JZ3094'LEFT AND WEST 0.1 KM (0.05 MI) ON A GRAVEL DRIVE WAY TO THE STATION AS
 JZ3094'DESCRIBED.
 JZ3094'THE STATION IS A STANDARD CGS DISK STAMPED---INDIAN HILL 1947---, SET
 JZ3094'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 14 INCHES (36 CM) IN
 JZ3094'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 31.4 METERS
 JZ3094'(103.0 FT) EAST-NORTHEAST FROM THE ENTRANCE DOOR OF THE WATER TANK,
 JZ3094'26.5 METERS (86.9 FT) SOUTH-SOUTHWEST FROM A FENCE CORNER, 23.2 METERS
 JZ3094'(76.1 FT) NORTH-NORTHWEST FROM THE DRIVEWAY GATE, 22.6 METERS (74.1
 JZ3094'FT) NORTH-NORTHEAST FROM POWER POLE NUMBER V13-137E, 8.2 METERS (26.9
 JZ3094'FT) WEST FROM A FENCE.
 JZ3094'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED---INDIAN HILL NO 1
 JZ3094'1947---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 7 INCHES (18
 JZ3094'CM) IN DIAMETER, PROJECTING 10 INCHES (25 CM) ABOVE THE GROUND.  THE
 JZ3094'STATION IS LOCATED 49.4 METERS (162.1 FT) NORTH FROM THE DRIVEWAY
 JZ3094'GATE, 49.4 METERS (162.1 FT) NORTH-NORTHEAST FROM THE ENTRANCE DOOR OF
 JZ3094'THE WATER TANK, 1.5 METERS (4.9 FT) NORTHWEST FROM A FENCE CORNER, 1.4
 JZ3094'METERS (4.6 FT) NORTH FROM A WIRE FENCE, AND 0.3 METERS (1.0 FT)
 JZ3094'HIGHER THAN THE STATION.
 JZ3094'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED---INDIAN HILL 1947
 JZ3094'NO 3 1985---, SET INTO A CONCRETE CURB.  THE STATION IS LOCATED 4.9
 JZ3094'METERS (16.1 FT) WEST FROM THE CENTERLINE OF MIAMI ROAD, 2.7 METERS
 JZ3094'(8.9 FT) SOUTH FROM THE CENTERLINE OF THE WATER TANK ENTRANCE DRIVE.
 JZ3094'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED---INDIAN HILL 1947
 JZ3094'NO 4 1985---, SET IN THE EAST CORNER OF A 1.8 METER (5.9 FT) SQUARE
 JZ3094'CONCRETE MANHOLE BOX FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 JZ3094'29.0 METERS (95.1 FT) WEST FROM THE DRIVEWAY GATE, 10.7 METERS (35.1
 JZ3094'FT) EAST-NORTHEAST FROM THE ENTRANCE DOOR OF THE WATER TANK, 13.4
 JZ3094'METERS (44.0 FT) WEST-NORTHWEST FROM POWER POLE NUMBER V13-137E, 1.1
 JZ3094'METERS (3.6 FT) NORTHEAST FROM THE MANHOLE, AND 0.3 METERS (1.0 FT)
 JZ3094'HIGHER THAN THE STATION.
 JZ3094
 JZ3094                          STATION RECOVERY (1989)
 JZ3094
 JZ3094'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1989
 JZ3094'STATION IS LOCATED IN THE INDIAN HILL DISTRICT OF CINCINNATI AT THE
 JZ3094'INTERSECTION OF MIAMI AVENUE AND INDIAN HILL ROAD ON THE PROPERTY OF
 JZ3094'THE COUNTY AT THE INDIAN HILL WATER TANKS, 123 FEET NORTHWEST OF
 JZ3094'POWER POLE NO. 13-150, 100 FEET EAST-NORTHEAST OF THE NORTH
 JZ3094'EDGE OF DOOR IN THE INDIAN HILL WATER TANKS AND 53 FEET NORTH OF THE
 JZ3094'CENTERLINE OF CINDER ROAD LEADING TO WATER TANKS. THE MARK
 JZ3094'PROJECTS 1 INCH AND THE DISC IS STAMPED INDIAN HILL 1947.
 JZ3094'THE AZIMUTH MARK IS 0.15 MILE SOUTHEAST OF THE STATION, 22 FEET NORTH
 JZ3094'OF JOHN WALTS MAILBOX AND 6.5 FEET EAST OF THE EAST EDGE OF MIAMI
 JZ3094'AVENUE. THE MARK IS SET IN A PRECAST CONCRETE CYLINDER, 6 INCHES IN
 JZ3094'DIAMETER AT THE TOP AND PROJECTING 2 INCHES, AND THE DISC
 JZ3094
 JZ3094                          STATION RECOVERY (1990)
 JZ3094
 JZ3094'RECOVERED 1990
 JZ3094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3093 ***********************************************************************
 JZ3093  DESIGNATION -  INDIAN HILL MUNICIPAL TANK
 JZ3093  PID         -  JZ3093
 JZ3093  STATE/COUNTY-  OH/HAMILTON
 JZ3093  USGS QUAD   -  MADEIRA (1988)
 JZ3093
 JZ3093                         *CURRENT SURVEY CONTROL
 JZ3093  ___________________________________________________________________
 JZ3093* NAD 83(1995)-  39 09 51.43337(N)    084 22 03.47869(W)     ADJUSTED  
 JZ3093* NAVD 88     -                                                        
 JZ3093  ___________________________________________________________________
 JZ3093  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 JZ3093  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JZ3093
 JZ3093  HORZ ORDER  -  THIRD
 JZ3093
 JZ3093.The horizontal coordinates were established by classical geodetic methods
 JZ3093.and adjusted by the National Geodetic Survey in April 1998..
 JZ3093
 JZ3093
 JZ3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3093
 JZ3093.The geoid height was determined by GEOID03.
 JZ3093
 JZ3093;                    North         East     Units Scale Factor Converg.
 JZ3093;SPC OH S     -   130,920.189   438,609.142   MT  0.99994325   -1 11 06.2
 JZ3093;UTM  16      - 4,338,308.722   727,429.577   MT  1.00023693   +1 39 47.4
 JZ3093
 JZ3093                          SUPERSEDED SURVEY CONTROL
 JZ3093
 JZ3093  NAD 83(1995)-  39 09 51.43950(N)    084 22 03.48624(W) AD(       ) 4
 JZ3093  NAD 83(1986)-  39 09 51.43624(N)    084 22 03.48942(W) AD(       ) 4
 JZ3093  NAD 27      -  39 09 51.22100(N)    084 22 03.70400(W) AD(       ) 3
 JZ3093
 JZ3093.Superseded values are not recommended for survey control.
 JZ3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3093.See file dsdata.txt to determine how the superseded data were derived.
 JZ3093
 JZ3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ2743038309(NAD 83)
 JZ3093_MARKER: 51 = TANK
 JZ3093
 JZ3093  HISTORY     - Date     Condition        Report By
 JZ3093  HISTORY     - 1947     FIRST OBSERVED   CGS
 JZ3093  HISTORY     - 1960     GOOD             CGS
 JZ3093  HISTORY     - 1965     GOOD             CGS
 JZ3093
 JZ3093                          STATION DESCRIPTION
 JZ3093
 JZ3093'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3093'THE STATION IS LOCATED IN THE NORTHEASTERN PART OF GREATER
 JZ3093'CINCINNATI, IN THE VILLAGE OF INDIAN HILL, ABOUT 400 FT.  WEST OF
 JZ3093'MIAMI RD. AND ABOUT 0.25 MILE NORTH OF INDIAN HILL RD, THE TANK SETS
 JZ3093'ON A BLUFF OVERLOOKING THE DISTRICT OF MADISONVILLE  FROM THE EAST.
 JZ3093'THE TANK IS OF CONCRETE CONSTRUCTION WITH A BROWN WOOD DESIGN, AND
 JZ3093'THE TOP IS CONE SHAPE.  THE POINT OF INTERSECTION WAS THE
 JZ3093'HIGHEST POINT OF THE TANK.
 JZ3093'
 JZ3093'THIS IS AN INTERSECTION STATION
 JZ3093
 JZ3093                          STATION RECOVERY (1960)
 JZ3093
 JZ3093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (VES)
 JZ3093'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE UPPER PORTION OF
 JZ3093'THE TANK IS DECORATED WITH A BROWN BRICK, RATHER THAN WOOD DESIGN.
 JZ3093'THE SHINGLE CONICAL ROOF BEARS THREE, EVENLY SPACED DORMER WINDOWS.
 JZ3093'THE APEX OF THE ROOF IS CAPPED BY A RED AIRCRAFT WARNING LIGHT.
 JZ3093
 JZ3093                          STATION RECOVERY (1965)
 JZ3093
 JZ3093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 JZ3093'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0124 ***********************************************************************
 JZ0124  DESIGNATION -  INDIAN RM 1
 JZ0124  PID         -  JZ0124
 JZ0124  STATE/COUNTY-  OH/GREENE
 JZ0124  USGS QUAD   -  FAIRBORN (1992)
 JZ0124
 JZ0124                         *CURRENT SURVEY CONTROL
 JZ0124  ___________________________________________________________________
 JZ0124* NAD 83(1986)-  39 47 12.     (N)    084 05 04.     (W)     SCALED    
 JZ0124* NAVD 88     -       295.514  (meters)     969.53   (feet)  ADJUSTED  
 JZ0124  ___________________________________________________________________
 JZ0124  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JZ0124  DYNAMIC HT  -         295.353 (meters)     969.00  (feet)  COMP
 JZ0124  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 JZ0124
 JZ0124  VERT ORDER  -  SECOND    CLASS 0
 JZ0124
 JZ0124.The horizontal coordinates were scaled from a topographic map and have
 JZ0124.an estimated accuracy of +/- 6 seconds.
 JZ0124
 JZ0124.The orthometric height was determined by differential leveling
 JZ0124.and adjusted by the National Geodetic Survey in June 1991..
 JZ0124
 JZ0124.The geoid height was determined by GEOID03.
 JZ0124
 JZ0124.The dynamic height is computed by dividing the NAVD 88
 JZ0124.geopotential number by the normal gravity value computed on the
 JZ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0124.degrees latitude (g = 980.6199 gals.).
 JZ0124
 JZ0124.The modeled gravity was interpolated from observed gravity values.
 JZ0124
 JZ0124;                    North         East    Units  Estimated Accuracy
 JZ0124;SPC OH S     -   199,540.      464,290.      MT  (+/- 180 meters Scaled)
 JZ0124
 JZ0124                          SUPERSEDED SURVEY CONTROL
 JZ0124
 JZ0124  NGVD 29 (??/??/92)  295.726  (m)          970.23   (f) ADJ UNCH    2 0
 JZ0124
 JZ0124.Superseded values are not recommended for survey control.
 JZ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0124.See file dsdata.txt to determine how the superseded data were derived.
 JZ0124
 JZ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK496081(NAD 83)
 JZ0124_MARKER: DR = REFERENCE MARK DISK
 JZ0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0124_STAMPING: INDIAN NO 1 1945
 JZ0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0124+STABILITY: SURFACE MOTION
 JZ0124
 JZ0124  HISTORY     - Date     Condition        Report By
 JZ0124  HISTORY     - 1945     MONUMENTED       CGS
 JZ0124  HISTORY     - 1947     GOOD             NGS
 JZ0124  HISTORY     - 20011230 MARK NOT FOUND   INDIV
 JZ0124
 JZ0124                          STATION DESCRIPTION
 JZ0124
 JZ0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0124'AT WRIGHT FIELD.
 JZ0124'AT WRIGHT FIELD, IN THE BLOCK BORDERED EAST AND WEST BY P AND N
 JZ0124'STREETS, AND BORDERED NORTH AND SOUTH BY 7TH AND 8TH STREETS,
 JZ0124'ABOUT 15 YARDS EAST OF THE EAST EDGE OF AN INDIAN MOUND, 43 FEET
 JZ0124'WEST OF THE CENTER LINE OF P STREET, 285 FEET NORTH OF THE CENTER
 JZ0124'LINE OF 8TH STREET, 57.18 FEET NORTHEAST OF THE STATION MARK,
 JZ0124'1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JZ0124'P STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JZ0124'GROUND.
 JZ0124
 JZ0124                          STATION RECOVERY (2001)
 JZ0124
 JZ0124'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RAA)
 JZ0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0125 ***********************************************************************
 JZ0125  DESIGNATION -  INDIAN RM 2
 JZ0125  PID         -  JZ0125
 JZ0125  STATE/COUNTY-  OH/GREENE
 JZ0125  USGS QUAD   -  FAIRBORN (1992)
 JZ0125
 JZ0125                         *CURRENT SURVEY CONTROL
 JZ0125  ___________________________________________________________________
 JZ0125* NAD 83(1986)-  39 47 12.     (N)    084 05 04.     (W)     SCALED    
 JZ0125* NAVD 88     -       295.116  (meters)     968.23   (feet)  ADJUSTED  
 JZ0125  ___________________________________________________________________
 JZ0125  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JZ0125  DYNAMIC HT  -         294.955 (meters)     967.70  (feet)  COMP
 JZ0125  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 JZ0125
 JZ0125  VERT ORDER  -  SECOND    CLASS 0
 JZ0125
 JZ0125.The horizontal coordinates were scaled from a topographic map and have
 JZ0125.an estimated accuracy of +/- 6 seconds.
 JZ0125
 JZ0125.The orthometric height was determined by differential leveling
 JZ0125.and adjusted by the National Geodetic Survey in June 1991..
 JZ0125
 JZ0125.The geoid height was determined by GEOID03.
 JZ0125
 JZ0125.The dynamic height is computed by dividing the NAVD 88
 JZ0125.geopotential number by the normal gravity value computed on the
 JZ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0125.degrees latitude (g = 980.6199 gals.).
 JZ0125
 JZ0125.The modeled gravity was interpolated from observed gravity values.
 JZ0125
 JZ0125;                    North         East    Units  Estimated Accuracy
 JZ0125;SPC OH S     -   199,540.      464,290.      MT  (+/- 180 meters Scaled)
 JZ0125
 JZ0125                          SUPERSEDED SURVEY CONTROL
 JZ0125
 JZ0125  NGVD 29 (??/??/92)  295.328  (m)          968.92   (f) ADJ UNCH    2 0
 JZ0125
 JZ0125.Superseded values are not recommended for survey control.
 JZ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0125.See file dsdata.txt to determine how the superseded data were derived.
 JZ0125
 JZ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK496081(NAD 83)
 JZ0125_MARKER: DR = REFERENCE MARK DISK
 JZ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0125_STAMPING: INDIAN NO 2 1945
 JZ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0125+STABILITY: SURFACE MOTION
 JZ0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0125+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2001
 JZ0125
 JZ0125  HISTORY     - Date     Condition        Report By
 JZ0125  HISTORY     - 1945     MONUMENTED       CGS
 JZ0125  HISTORY     - 1947     GOOD             NGS
 JZ0125  HISTORY     - 20011230 GOOD             INDIV
 JZ0125
 JZ0125                          STATION DESCRIPTION
 JZ0125
 JZ0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ0125'AT WRIGHT FIELD.
 JZ0125'AT WRIGHT FIELD, IN THE BLOCK BORDERED EAST AND WEST BY P AND N
 JZ0125'STREETS AND NORTH AND SOUTH BY 7TH AND 8TH STREETS, ABOUT 21
 JZ0125'YARDS SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST EDGE OF AN INDIAN
 JZ0125'MOUND, 85 FEET WEST OF THE CENTER LINE OF P STREET, 193 FEET NORTH
 JZ0125'OF THE CENTER LINE OF 8TH STREET, 52.85 FEET SOUTH OF THE STATION
 JZ0125'MARK, 102 FEET SOUTH-SOUTHWEST OF R.M. NO. 1, ABOUT 2 FEET BELOW
 JZ0125'P STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JZ0125'GROUND.
 JZ0125
 JZ0125                          STATION RECOVERY (2001)
 JZ0125
 JZ0125'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RAA)
 JZ0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2319 ***********************************************************************
 HY2319  DESIGNATION -  IRONTON KELLYS HOUSE CUPOLA
 HY2319  PID         -  HY2319
 HY2319  STATE/COUNTY-  OH/LAWRENCE
 HY2319  USGS QUAD   -  IRONTON (1987)
 HY2319
 HY2319                         *CURRENT SURVEY CONTROL
 HY2319  ___________________________________________________________________
 HY2319* NAD 83(1995)-  38 31 59.73098(N)    082 40 10.14971(W)     ADJUSTED  
 HY2319* NAVD 88     -                                                        
 HY2319  ___________________________________________________________________
 HY2319  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 HY2319  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 HY2319
 HY2319  HORZ ORDER  -  THIRD
 HY2319
 HY2319.The horizontal coordinates were established by classical geodetic methods
 HY2319.and adjusted by the National Geodetic Survey in April 1998..
 HY2319
 HY2319
 HY2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 HY2319
 HY2319.The geoid height was determined by GEOID03.
 HY2319
 HY2319;                    North         East     Units Scale Factor Converg.
 HY2319;SPC OH S     -    59,213.965   585,221.404   MT  1.00004535   -0 06 27.2
 HY2319;SPC KY1Z     - 1,248,592.032 1,768,541.463   MT  0.99997057   +1 53 28.7
 HY2319;SPC KY1Z     - 4,096,422.36  5,802,289.78   sFT  0.99997057   +1 53 28.7
 HY2319;SPC KY N     -   115,871.430   637,797.287   MT  0.99996274   +0 58 59.5
 HY2319;SPC KY N     -   380,154.85  2,092,506.60   sFT  0.99996274   +0 58 59.5
 HY2319;SPC WV S     -   171,487.382   454,449.107   MT  0.99994416   -1 01 55.4
 HY2319;UTM  17      - 4,266,304.758   354,486.675   MT  0.99986076   -1 02 24.8
 HY2319
 HY2319                          SUPERSEDED SURVEY CONTROL
 HY2319
 HY2319  NAD 83(1995)-  38 31 59.73130(N)    082 40 10.15095(W) AD(       ) 4
 HY2319  NAD 83(1986)-  38 31 59.73734(N)    082 40 10.15343(W) AD(       ) 4
 HY2319  NAD 27      -  38 31 59.45000(N)    082 40 10.57000(W) AD(       ) 3
 HY2319
 HY2319.Superseded values are not recommended for survey control.
 HY2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2319.See file dsdata.txt to determine how the superseded data were derived.
 HY2319
 HY2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC5448766305(NAD 83)
 HY2319_MARKER: 86 = CUPOLA
 HY2319
 HY2319  HISTORY     - Date     Condition        Report By
 HY2319  HISTORY     - 1885     FIRST OBSERVED   CGS
 HY2319
 HY2319                          STATION DESCRIPTION
 HY2319
 HY2319'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ3252 ***********************************************************************
 JZ3252  DESIGNATION -  IRWIN
 JZ3252  PID         -  JZ3252
 JZ3252  STATE/COUNTY-  OH/HAMILTON
 JZ3252  USGS QUAD   -  ADDYSTON (1987)
 JZ3252
 JZ3252                         *CURRENT SURVEY CONTROL
 JZ3252  ___________________________________________________________________
 JZ3252* NAD 83(1995)-  39 11 33.21041(N)    084 43 49.54908(W)     ADJUSTED  
 JZ3252* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 JZ3252  ___________________________________________________________________
 JZ3252  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 JZ3252  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JZ3252
 JZ3252  HORZ ORDER  -  FIRST
 JZ3252
 JZ3252.The horizontal coordinates were established by classical geodetic methods
 JZ3252.and adjusted by the National Geodetic Survey in April 1998..
 JZ3252
 JZ3252.The orthometric height was scaled from a topographic map.
 JZ3252
 JZ3252.The Laplace correction was computed from DEFLEC99 derived deflections.
 JZ3252
 JZ3252.The geoid height was determined by GEOID03.
 JZ3252
 JZ3252;                    North         East     Units Scale Factor Converg.
 JZ3252;SPC OH S     -   134,769.113   407,341.508   MT  0.99994148   -1 24 54.9
 JZ3252;SPC IN E     -   438,290.508   180,880.541   MT  1.00004718   +0 35 30.0
 JZ3252;SPC IN E     - 1,437,958.11    593,438.91   sFT  1.00004718   +0 35 30.0
 JZ3252;UTM  16      - 4,340,599.199   696,002.662   MT  1.00007305   +1 26 04.8
 JZ3252
 JZ3252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JZ3252!SPC OH S     -   0.99996315  x   0.99994148  =   0.99990463
 JZ3252!SPC IN E     -   0.99996315  x   1.00004718  =   1.00001033
 JZ3252!UTM  16      -   0.99996315  x   1.00007305  =   1.00003620
 JZ3252
 JZ3252|---------------------------------------------------------------------|
 JZ3252| PID    Reference Object                     Distance      Geod. Az  |
 JZ3252|                                                           dddmmss.s |
 JZ3252| CC9425 IRWIN RM 1                           21.477 METERS 10514     |
 JZ3252| CC9424 IRWIN AZ MK                                        1094610.4 |
 JZ3252| CC9427 IRWIN RM 3                           18.356 METERS 18353     |
 JZ3252| CC9426 IRWIN RM 2                           26.893 METERS 23254     |
 JZ3252|---------------------------------------------------------------------|
 JZ3252
 JZ3252                          SUPERSEDED SURVEY CONTROL
 JZ3252
 JZ3252  NAD 83(1995)-  39 11 33.21612(N)    084 43 49.55647(W) AD(       ) 1
 JZ3252  NAD 83(1986)-  39 11 33.21418(N)    084 43 49.55949(W) AD(       ) 1
 JZ3252  NAD 27      -  39 11 33.01100(N)    084 43 49.74700(W) AD(       ) 1
 JZ3252
 JZ3252.Superseded values are not recommended for survey control.
 JZ3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ3252.See file dsdata.txt to determine how the superseded data were derived.
 JZ3252
 JZ3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ9600340599(NAD 83)
 JZ3252_MARKER: DS = TRIANGULATION STATION DISK
 JZ3252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ3252_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 JZ3252
 JZ3252  HISTORY     - Date     Condition        Report By
 JZ3252  HISTORY     - 1947     MONUMENTED       CGS
 JZ3252  HISTORY     - 1980     GOOD             NGS
 JZ3252  HISTORY     - 20050521 MARK NOT FOUND   GEOCAC
 JZ3252
 JZ3252                          STATION DESCRIPTION
 JZ3252
 JZ3252'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CTH)
 JZ3252'STATION IS LOCATED ABOUT 3 MILES NORTH OF CLEVES, 2 MILES SOUTHWEST
 JZ3252'OF MIAMITOWN AND 1/3 MILE SOUTH OF THE GREAT MIAMI RIVER ON A
 JZ3252'HIGH RIDGE ON LAND OWNED BY MR. HOWARD C. IRWIN, 88 FEET NORTHEAST OF
 JZ3252'A FLAGPOLE, 42 FEET NORTH-NORTHEAST OF THE NORTHWEST FENCE
 JZ3252'CORNER AND 40 FEET NORTH OF TELEPHONE POLE T9724. THE MARK IS 12
 JZ3252'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JZ3252'IRWIN 1947.
 JZ3252'
 JZ3252'REFERENCE MARK NO. 1 IS 70.44 FEET EAST-SOUTHEAST OF THE STATION, 82
 JZ3252'FEET EAST OF THE NORTHWEST FENCE CORNER, 18 FEET NORTH OF THE
 JZ3252'CENTERLINE OF (OILED) ROAD AND 2 FEET NORTH OF FENCE. THE MARK PROJECT
 JZ3252'2 INCHES AND THE DISK IS STAMPED IRWIN NO 1 1947.
 JZ3252'
 JZ3252'REFERENCE MARK NO 2 IS 88.23 FEET SOUTHWEST OF THE STATION, 60 FEET
 JZ3252'WEST OF THE NORTHWEST FENCE CORNER AND 33 FEET EAST-NORTHEAST
 JZ3252'OF THE NORTHEAST CORNER OF A ROCK FOUNDATION. THE MARK IS A CROSS
 JZ3252'CHISELED IN THE CONCRETE AROUND THE BASE OF A FLAGPOLE.
 JZ3252'
 JZ3252'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION AT THE INTERSECTION
 JZ3252'OF BUFFALO RIDGE AND DOTY ROADS, 32 FEET SOUTH OF STEEL
 JZ3252'SIGNPOST, DOTY RD.,67 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 JZ3252'WHITE BARN AND 2 FEET WEST OF POWER POLE 121H79. THE MARK
 JZ3252'PROJECTS 2 INCHES AND THE DISK IS STAMPED IRWIN 1947.
 JZ3252'
 JZ3252'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 50 AND
 JZ3252'EAST MIAMI RIVER ROAD IN CLEVES, GO NORTH ON EAST MIAMI RIVER
 JZ3252'ROAD FOR 0.8 MILE TO JORDAN ROAD RIGHT. TURN RIGHT AND GO EAST ON
 JZ3252'JORDAN ROAD FOR 0.9 MILE TO THUNDER ROAD LEFT. TURN LEFT ON
 JZ3252'THUNDER ROAD AND GO NORTH FOR 0.7 MILE TO A POINT WHERE BUFFALO RIDGE
 JZ3252'ROAD COMES IN FROM THE LEFT. CONTINUE NORTH ON BUFFALO RIDGE ROAD
 JZ3252'FOR 0.4 MILE TO WHERE THE ROAD TURNS SHARP RIGHT OR EAST AND THE
 JZ3252'STATION STRAIGHT AHEAD AS DESCRIBED.
 JZ3252'
 JZ3252'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON BUFFALO RIDGE
 JZ3252'ROAD FOR 0.4 MILE TO THE JUNCTION WITH DOTY ROAD AND THE AZIMUTH
 JZ3252'MARK ON THE RIGHT AS DESCRIBED.
 JZ3252'
 JZ3252'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JZ3252
 JZ3252                          STATION RECOVERY (1980)
 JZ3252
 JZ3252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JZ3252'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 JZ3252'WHAT SEEMS TO BE GOOD CONDITION.  REFERENCE MARK 2 WAS A CHISLED
 JZ3252'CROSS IN THE CONCRETE BASE OF A FLAG POLE AND NOT FOUND DUE TO THE
 JZ3252'CONCRETE BREAKING UP.  THE AZIMUTH  MARK WAS REPORTED AS BEING
 JZ3252'DESTROYED IN 1977 BUT SEEMS TO BE GOOD AT THIS TIME.  THE LINE OF
 JZ3252'SIGHT TO THE AZIMUTH MARK IS NOW OBSTRUCTED BY MANY TREES AT THIS
 JZ3252'TIME.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  REFERENCE MARK 3
 JZ3252'WAS SET.  A NEW DESCRIPTION FOLLOWS.
 JZ3252'
 JZ3252'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF CLEVES, 2 MILES SOUTH
 JZ3252'WEST OF MIAMITOWN, ON THE HIGHEST POINT OF BUFFALO RIDGE, ON
 JZ3252'PROPERTY OF THE HAMILTON COUNTY PARK DISTRICT, 64 FEET NORTHWEST
 JZ3252'OF THE CENTER LINE OF BUFFALO RIDGE ROAD, 4 FEET NORTH OF AN 18
 JZ3252'INCH PEAR TREE, 59 FEET NORTHWEST OF A 16 INCH PEAR TREE.  THE
 JZ3252'MONUMENT IS 8 INCHES UNDER GROUND AND THE DISK IS STAMPED---IRWIN
 JZ3252'1947---.
 JZ3252'
 JZ3252'TO REACH THE STATION FROM THE INTERSECTION OF N MIAMI AVE. AND
 JZ3252'COOPER AVE. AT CLEVES, GO NORTHERLY ON N MIAMI AVE. FOR 2.45 MILES
 JZ3252'TO A ROAD RIGHT JUST AFTER CROSSING A SMALL CONCRETE BRIDGE.  TURN
 JZ3252'RIGHT AND GO EASTERLY AND UP HILL ON BUFFALO RIDGE ROAD FOR 1.35
 JZ3252'MILE TO THE CREST OF RIDGE AND THE STATION ON THE LEFT.  CONTINUE
 JZ3252'EASTERLY ON THE ROAD FOR 0.4 MILE TO THE INTERSECTION OF DOTY ROAD
 JZ3252'AND THE AZIMUTH MARK ON THE RIGHT.
 JZ3252'
 JZ3252'REFERENCE MARK 1 IS 15 FEET NORTHEAST OF THE 16 INCH PEAR TREE, 4
 JZ3252'FEET NORTHWEST OF A FENCE, 17 FEET NORTHWEST OF THE CENTERLINE OF
 JZ3252'THE ROAD AND 17 FEET SOUTHWEST OF A 10 INCH MAPLE TREE.  THE
 JZ3252'MONUMENT IS FLUSH AND THE DISK IS STAMPED---IRWIN NO 1 1947---.
 JZ3252'
 JZ3252'REFERENCE MARK 3 IS 19 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 JZ3252'DIRECTLY UNDER A FENCE, 24 FEET SOUTH OF THE 18 INCH PEAR TREE, 67
 JZ3252'FEET SOUTHEAST OF A FLAGPOLE AND 50 FEET NORTH OF A POWER POLE.  THE
 JZ3252'MONUMENT IS FLUSH AND THE DISK IS STAMPED---IRWIN 1947 NO 3 1980---.
 JZ3252'
 JZ3252'THE AZIMUTH MARK IS 32 FEET SOUTH OF A STEEL SIGN POST, 67 FEET
 JZ3252'NORTHEAST OF THE NORTHEAST CORNER OF A BARN AND 4 FEET WEST OF A
 JZ3252'POWER POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 JZ3252'STAMPED---IRWIN 1947---.
 JZ3252
 JZ3252                          STATION RECOVERY (2005)
 JZ3252
 JZ3252'RECOVERY NOTE BY GEOCACHING 2005 (RLW)
 JZ3252'MAIN STATION DISK NOT FOUND.  RM 1 AND RM 3 FOUND AS DESCRIBED.
 JZ3252'AZIMUTH DISK RECOVERED AT N 39  11.443 W 084  43.428 WGS-84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1827 ***********************************************************************
 MB1827  DESIGNATION -  ISLAND
 MB1827  PID         -  MB1827
 MB1827  STATE/COUNTY-  OH/SUMMIT
 MB1827  USGS QUAD   -  AKRON WEST (1994)
 MB1827
 MB1827                         *CURRENT SURVEY CONTROL
 MB1827  ___________________________________________________________________
 MB1827* NAD 83(1995)-  41 00 12.94138(N)    081 32 46.19887(W)     ADJUSTED  
 MB1827* NAVD 88     -       298.0    (meters)     978.     (feet)  VERTCON   
 MB1827  ___________________________________________________________________
 MB1827  X           -     708,677.797 (meters)                     COMP
 MB1827  Y           -  -4,768,152.053 (meters)                     COMP
 MB1827  Z           -   4,162,898.139 (meters)                     COMP
 MB1827  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 MB1827  ELLIP HEIGHT-         264.67  (meters)          (10/07/05) GPS OBS
 MB1827  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MB1827
 MB1827  HORZ ORDER  -  FIRST
 MB1827  ELLP ORDER  -  FOURTH    CLASS I
 MB1827
 MB1827.This mark is at Fulton Intl Airport (AKR)
 MB1827
 MB1827.The horizontal coordinates were established by GPS observations
 MB1827.and adjusted by the National Geodetic Survey in April 1998..
 MB1827
 MB1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1827
 MB1827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1827
 MB1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1827
 MB1827.The ellipsoidal height was determined by GPS observations
 MB1827.and is referenced to NAD 83.
 MB1827
 MB1827.The geoid height was determined by GEOID03.
 MB1827
 MB1827;                    North         East     Units Scale Factor Converg.
 MB1827;SPC OH N     -   148,899.066   680,240.177   MT  0.99993976   +0 37 35.8
 MB1827;UTM  17      - 4,539,299.757   454,068.971   MT  0.99962596   -0 21 30.1
 MB1827
 MB1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1827!SPC OH N     -   0.99995849  x   0.99993976  =   0.99989825
 MB1827!UTM  17      -   0.99995849  x   0.99962596  =   0.99958446
 MB1827
 MB1827                          SUPERSEDED SURVEY CONTROL
 MB1827
 MB1827  ELLIP H (04/01/98)  264.68   (m)                       GP(       ) 4 1
 MB1827  NAD 83(1986)-  41 00 12.94844(N)    081 32 46.20276(W) AD(       ) 1
 MB1827  NGVD 29 (07/20/87)  298.2    (m)          978.     (f) GPS OBS        
 MB1827
 MB1827.Superseded values are not recommended for survey control.
 MB1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1827.See file dsdata.txt to determine how the superseded data were derived.
 MB1827
 MB1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5406939300(NAD 83)
 MB1827_MARKER: DS = TRIANGULATION STATION DISK
 MB1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1827_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1827+STABILITY: SURFACE MOTION
 MB1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1827+SATELLITE: SATELLITE OBSERVATIONS - 1983
 MB1827
 MB1827  HISTORY     - Date     Condition        Report By
 MB1827  HISTORY     - 1983     MONUMENTED       NGS
 MB1827
 MB1827                          STATION DESCRIPTION
 MB1827
 MB1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MB1827'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 MB1827'
 MB1827'THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) EAST FROM BARBERTON,
 MB1827'1.5 KM (1 MI) WEST FROM THE VILLAGE OF PORTAGE LAKE, 0.5 KM (0.25 MI)
 MB1827'NORTHEAST FROM MYERS ISLAND AND ON A NARROW STRIP OF LAND BETWEEN
 MB1827'LONG LAKE AND NORTH RESERVOIR.  OWNERSHIP--OHIO STATE PARK PROPERTY.
 MB1827'
 MB1827'TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
 MB1827'STATE HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3.0 MI) TO A
 MB1827'CROSSROADS.  TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST
 MB1827'TURKEYFOOT ROAD) FOR 8.45 KM (5.25 MI) TO A CROSSROADS.  TURN RIGHT
 MB1827'AND GO NORTH ON STATE HIGHWAY 93 (MANCHESTER ROAD) FOR 2.55 KM (1.6
 MB1827'MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON PORTAGE
 MB1827'LAKE ROAD FOR 1.75 KM (1.1 MI) TO A PARKING AREA ON THE RIGHT AND THE
 MB1827'STATION AT THE SOUTHEAST EDGE OF THE PARKING AREA.
 MB1827'
 MB1827'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 MB1827'---ISLAND 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 MB1827'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 48.9 METERS
 MB1827'(160.3 FEET) NW FROM THE CENTER OF PROTAGE LAKE ROAD, 3.7 METERS
 MB1827'(12.0 FEET) NW FROM THE HIGH WATER LINE OF NORTH RESERVOIR, 0.6 METER
 MB1827'(2.0 FEET) SE FROM THE SOUTHEAST EDGE OF THE PRAKING AREA, AND 1.2
 MB1827'METERS (3.8 FEET) NW FROM A CARSONITE WITNESS POST.
 MB1827'
 MB1827'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 MB1827'---ISLAND 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 MB1827'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 7.0 METERS
 MB1827'(23.0 FEET) N FROM THE CENTER OF STATE MILL ROAD, 4.0 METERS (13.0
 MB1827'FEET) S FROM THE HIGH WATER LINE OF THE NORTH RESERVOIR, 2.5 METERS
 MB1827'(8.3 FEET) E FROM A POWERLINE POLE NUMBERED 484 6-1/2 B, 23.5 METERS
 MB1827'(77.0 FEET) E FROM THE EXTENDED CENTER OF SAUNDERS AVENUE, AND 1.3
 MB1827'METERS (4.4 FEET) E FROM A CARSONITE WITNESS POST.
 MB1827'
 MB1827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON PORTAGE LAKE
 MB1827'ROAD FOR 0.8 KM (0.5 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 MB1827'WEST ON STATE MILL ROAD FOR 0.25 KM (0.15 MI) TO THE STATION ON THE
 MB1827'RIGHT, BETWEEN THE ROAD AND THE NORTH RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY3000 ***********************************************************************
 KY3000  DESIGNATION -  ISLAND AZ MK
 KY3000  PID         -  KY3000
 KY3000  STATE/COUNTY-  OH/SUMMIT
 KY3000  USGS QUAD   -  CANAL FULTON (1994)
 KY3000
 KY3000                         *CURRENT SURVEY CONTROL
 KY3000  ___________________________________________________________________
 KY3000* NAD 83(1995)-  40 59 56.01932(N)    081 32 34.61811(W)     ADJUSTED  
 KY3000* NAVD 88     -       298.8    (meters)     980.     (feet)  VERTCON   
 KY3000  ___________________________________________________________________
 KY3000  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 KY3000  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KY3000
 KY3000  HORZ ORDER  -  SECOND
 KY3000
 KY3000.The horizontal coordinates were established by classical geodetic methods
 KY3000.and adjusted by the National Geodetic Survey in April 1998..
 KY3000.No horizontal observational check was made to the station.
 KY3000
 KY3000.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3000
 KY3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3000
 KY3000.The geoid height was determined by GEOID03.
 KY3000
 KY3000;                    North         East     Units Scale Factor Converg.
 KY3000;SPC OH N     -   148,380.076   680,516.510   MT  0.99993986   +0 37 43.4
 KY3000;UTM  17      - 4,538,776.258   454,336.258   MT  0.99962566   -0 21 22.3
 KY3000
 KY3000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3000!SPC OH N     -   0.99995835  x   0.99993986  =   0.99989822
 KY3000!UTM  17      -   0.99995835  x   0.99962566  =   0.99958403
 KY3000
 KY3000                          SUPERSEDED SURVEY CONTROL
 KY3000
 KY3000  NAD 83(1986)-  40 59 56.02631(N)    081 32 34.62217(W) AD(       ) 2
 KY3000  NGVD 29 (07/20/87)  299.0    (m)          981.     (f) VERT ANG       
 KY3000
 KY3000.Superseded values are not recommended for survey control.
 KY3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3000.See file dsdata.txt to determine how the superseded data were derived.
 KY3000
 KY3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF5433638776(NAD 83)
 KY3000_MARKER: DZ = AZIMUTH MARK DISK
 KY3000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY3000_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3000+STABILITY: SURFACE MOTION
 KY3000
 KY3000  HISTORY     - Date     Condition        Report By
 KY3000  HISTORY     - 1983     MONUMENTED       NGS
 KY3000
 KY3000                          STATION DESCRIPTION
 KY3000
 KY3000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 KY3000'THE STATION IS LOCATED 5.5 KM (3.5 MI) EAST FROM BARBERTON, 1.5
 KY3000'KM (1 MI) SOUTHWEST FROM THE VILLAGE OF PORTAGE LAKE AND ON THE
 KY3000'SOUTHEAST SHORE OF THE NORTH RESERVOIR.  OWNERSHIP---ROAD
 KY3000'RIGHT-OF-WAY.
 KY3000'
 KY3000'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
 KY3000'HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KMM (3.0 MI) TO A CROSSROADS.
 KY3000'TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST TURKEYFOOT ROAD) FOR
 KY3000'8.45 KM (5.25 MI) TO A CROSSROADS.  TURN RIGHT AND GO NORTH ON STATE
 KY3000'HIGHWAY 93 (MANCHESTER ROAD) FOR 2.55 KM (1.6 MI) TO A SIDE ROAD
 KY3000'RIGHT.  TURN  RIGHT AND GO SOUTHEAST ON PORTAGE LAKE ROAD FOR 1.75 KM
 KY3000'(1.1 MI) TO STATION ISLAND ON THE RIGHT.  CONTINUE SOUTHERLY ON
 KY3000'PORTAGE LAKE ROAD FOR 0.8 KM (0.5 MI) TO A SIDE ROAD RIGHT.  TURN
 KY3000'RIGHT AND GO WESTERLY ON STATE MILL ROAD FOR 0.25 KM (0.15 MI) TO THE
 KY3000'STATION ON THE RIGHT BETWEEN ON THE ROAD AND THE RESERVOIR.
 KY3000'
 KY3000'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---ISLAND
 KY3000'1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
 KY3000'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 7.0 METERS (23 FEET)
 KY3000'NORTH FROM THE CENTER OF STATE MILL ROAD, 4.0 METERS (13 FEET) SOUTH
 KY3000'FROM THE HIGH WATER LINE OF NORTH RESERVOIR, 23.5 METERS (77 FEET)
 KY3000'EAST FROM THE EXTENDED CENTER OF SAUNDERS AVENUE, 2.5 METERS (8.3
 KY3000'FEET) EAST FROM A POWERLINE POLE NUMBERED 484 6-1/2 B, 1.3 METERS (4.4
 KY3000'FEET) EAST FROM A CARSONITE WITNESS POST AND 1.1 METERS (3.5 FEET)
 KY3000'NORTH FROM A GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX2244 ***********************************************************************
 JX2244  CBN         -  This is a Cooperative Base Network Control Station.
 JX2244  SACS        -  This is a Secondary Airport Control Station.
 JX2244  DESIGNATION -  IVORY
 JX2244  PID         -  JX2244
 JX2244  STATE/COUNTY-  OH/MUSKINGUM
 JX2244  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX2244
 JX2244                         *CURRENT SURVEY CONTROL
 JX2244  ___________________________________________________________________
 JX2244* NAD 83(1995)-  39 56 27.28738(N)    081 53 34.19189(W)     ADJUSTED  
 JX2244* NAVD 88     -       273.635  (meters)     897.75   (feet)  ADJUSTED  
 JX2244  ___________________________________________________________________
 JX2244  X           -     690,614.875 (meters)                     COMP
 JX2244  Y           -  -4,848,164.369 (meters)                     COMP
 JX2244  Z           -   4,073,111.579 (meters)                     COMP
 JX2244  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 JX2244  ELLIP HEIGHT-         239.77  (meters)          (03/08/05) GPS OBS
 JX2244  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JX2244  DYNAMIC HT  -         273.488 (meters)     897.27  (feet)  COMP
 JX2244  MODELED GRAV-     980,081.0   (mgal)                       NAVD 88
 JX2244
 JX2244  HORZ ORDER  -  B
 JX2244  VERT ORDER  -  SECOND    CLASS II
 JX2244  ELLP ORDER  -  FOURTH    CLASS II
 JX2244
 JX2244.This mark is at Zanesville Municipal Airport (ZZV)
 JX2244
 JX2244.The horizontal coordinates were established by GPS observations
 JX2244.and adjusted by the National Geodetic Survey in August 1996..
 JX2244
 JX2244.The orthometric height was determined by differential leveling
 JX2244.and adjusted by the National Geodetic Survey in August 1995..
 JX2244
 JX2244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JX2244
 JX2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX2244
 JX2244.The ellipsoidal height was determined by GPS observations
 JX2244.and is referenced to NAD 83.
 JX2244
 JX2244.The geoid height was determined by GEOID03.
 JX2244
 JX2244.The dynamic height is computed by dividing the NAVD 88
 JX2244.geopotential number by the normal gravity value computed on the
 JX2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX2244.degrees latitude (g = 980.6199 gals.).
 JX2244
 JX2244.The modeled gravity was interpolated from observed gravity values.
 JX2244
 JX2244;                    North         East     Units Scale Factor Converg.
 JX2244;SPC OH S     -   215,646.801   651,891.885   MT  0.99998302   +0 23 06.9
 JX2244;UTM  17      - 4,421,580.756   423,722.010   MT  0.99967163   -0 34 23.6
 JX2244
 JX2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX2244!SPC OH S     -   0.99996239  x   0.99998302  =   0.99994541
 JX2244!UTM  17      -   0.99996239  x   0.99967163  =   0.99963403
 JX2244
 JX2244:                Primary Azimuth Mark                     Grid Az
 JX2244:SPC OH S     -  IVORY AZ MK                              004 30 43.2
 JX2244:UTM  17      -  IVORY AZ MK                              005 28 13.7
 JX2244
 JX2244|---------------------------------------------------------------------|
 JX2244| PID    Reference Object                     Distance      Geod. Az  |
 JX2244|                                                           dddmmss.s |
 JX2244| AJ1623 IVORY AZ MK                                        0045350.1 |
 JX2244| JX2245 ZANESVILLE MUNI APT BCN             APPROX. 0.9 KM 0063210.4 |
 JX2244| JX2233 ZANESVILLE CD CONTR CTR W MAST      APPROX. 3.4 KM 0344551.0 |
 JX2244| JX2234 ZANESVILLE CD CONTR CTR E MAST      APPROX. 3.5 KM 0352009.7 |
 JX2244| JX2273 IVORY RM 1                           10.040 METERS 05341     |
 JX2244| JX2274 IVORY RM 2                            9.880 METERS 15845     |
 JX2244| JX2238 ZANESVILLE C LUBURGH RAD MAST       APPROX. 3.0 KM 3104150.7 |
 JX2244|---------------------------------------------------------------------|
 JX2244
 JX2244                          SUPERSEDED SURVEY CONTROL
 JX2244
 JX2244  ELLIP H (07/02/97)  239.86   (m)                       GP(       ) 1 2
 JX2244  ELLIP H (08/20/96)  239.80   (m)                       GP(       ) 4 2
 JX2244  NAD 83(1986)-  39 56 27.29271(N)    081 53 34.19941(W) AD(       ) 1
 JX2244  NAD 83(1986)-  39 56 27.29188(N)    081 53 34.20382(W) AD(       ) 2
 JX2244  NAD 27      -  39 56 27.05420(N)    081 53 34.73460(W) AD(       ) 2
 JX2244  NAVD 88 (07/02/97)  273.63   (m)          897.7    (f) LEVELING    3  
 JX2244  NGVD 29 (09/19/90)  273.86   (m)          898.5    (f) LEVELING    3  
 JX2244
 JX2244.Superseded values are not recommended for survey control.
 JX2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX2244.See file dsdata.txt to determine how the superseded data were derived.
 JX2244
 JX2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME2372221581(NAD 83)
 JX2244_MARKER: DS = TRIANGULATION STATION DISK
 JX2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX2244_SP_SET: SQUARE CONCRETE MONUMENT
 JX2244_STAMPING: IVORY 1959
 JX2244_MARK LOGO: CGS   
 JX2244_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX2244+STABILITY: SURFACE MOTION
 JX2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX2244+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1995
 JX2244
 JX2244  HISTORY     - Date     Condition        Report By
 JX2244  HISTORY     - 1959     MONUMENTED       CGS
 JX2244  HISTORY     - 1959     GOOD             CGS
 JX2244  HISTORY     - 1964     GOOD             CGS
 JX2244  HISTORY     - 19831204 GOOD             NGS
 JX2244  HISTORY     - 19890101 GOOD             OH-119
 JX2244  HISTORY     - 19900101 GOOD             NGS
 JX2244  HISTORY     - 19921216 GOOD             OH-119
 JX2244  HISTORY     - 19950504 GOOD             NGS
 JX2244
 JX2244                          STATION DESCRIPTION
 JX2244
 JX2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 JX2244'THE STATION IS ABOUT 6 MILES EAST OF ZANESVILLE, 1.5 MILES SOUTH OF
 JX2244'U.S. HIGHWAYS 22 AND 40, ON
 JX2244'THE NORTHWEST CORNER OF THE CINDERED DRIVE AROUND VOR, ZANESVILLE
 JX2244'RADIO, ZZR WHICH IS ON THE SOUTH
 JX2244'SIDE OF THE ZANESVILLE MUNICIPAL AIRPORT.
 JX2244'
 JX2244'TO REACH THE STATION FROM THE ZANESVILLE MUNICIPAL AIRPORT
 JX2244'ADMINISTRATION BUILDING, GO
 JX2244'SOUTH ACROSS AND ALONG THE SIDES OF THE RUNWAYS 0.5 MILE TO THE VOR
 JX2244'BUILDING AND THE STATION.
 JX2244'
 JX2244'STATION MARKS ARE STANDARD DISKS STAMPED IVORY 1959.  THE SURFACE
 JX2244'DISK IS SET IN A SQUARE
 JX2244'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 72 FEET
 JX2244'WEST OF THE NORTHEAST CORNER OF
 JX2244'THE VOR BUILDING AND 41.5 FEET NORTHWEST OF THE NORTHWEST
 JX2244'CORNER OF THE VOR BUILDING.  THE
 JX2244'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 JX2244'CONCRETE 26 INCHES BELOW THE SURFACE OF THE GROUND.
 JX2244'
 JX2244'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED IVORY NO 1 1959, IS SET
 JX2244'IN A SQUARE CONCRETE
 JX2244'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET NORTH OF
 JX2244'THE NORTHWEST CORNER OF THE VOR
 JX2244'BUILDING AND 47.5 FEET NORTHWEST OF THE NORTHEAST
 JX2244'CORNER OF THE VOR BUILDING.
 JX2244'
 JX2244'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED IVORY NO 2 1959, IS SET
 JX2244'IN A SQUARE CONCRETE
 JX2244'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 47 FEET WEST OF
 JX2244'THE SOUTHWEST CORNER OF THE VOR
 JX2244'BUILDING AND 33 FEET SOUTHWEST OF THE NORTHWEST
 JX2244'CORNER OF THE VOR BUILDING.
 JX2244'
 JX2244'AZIMUTH MARK, A STANDARD DISK STAMPED IVORY 1959, IS CEMENTED IN A
 JX2244'DRILL HOLE IN THE CENTER
 JX2244'OF THE CONCRETE LOADING RAMP.  IT IS 274.5 FEET SOUTH OF THE CENTER
 JX2244'OF THE ADMINISTRATION BUILDING.
 JX2244'
 JX2244'NOTE- DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 JX2244'51.85 FT., 15,802 M.
 JX2244
 JX2244                          STATION RECOVERY (1959)
 JX2244
 JX2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JX2244'RECOVERED IN GOOD CONDITION.
 JX2244
 JX2244                          STATION RECOVERY (1964)
 JX2244
 JX2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 JX2244'THE STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 JX2244'CONDITION AS DESCRIBED.
 JX2244
 JX2244                          STATION RECOVERY (1983)
 JX2244
 JX2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JX2244'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JX2244'CONDITION.  THE AZIMUTH MARK WAS DESTROYED WHEN A NEW CONCRETE LOADING
 JX2244'RAMP WAS BUILT THIS PAST SUMMER.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 JX2244'THE 1959 TO REACH IS ADEQUATE AND NO CHANGES ARE NOTED.  THE
 JX2244'DIRECTIONS TO RM 1 AND RM 2 CHECKED PREVIOUS DATA.  THE DISTANCE TO RM
 JX2244'1 AND RM 2 CHECKED PREVIOUS DATA.  THE DISTANCES MEASURED BETWEEN RM 1
 JX2244'AND RM 2 DIFFERED FROM PREVIOUS DATA AND WAS 0.017 METER (0.056 FT)
 JX2244'LONGER.
 JX2244'THE STATION IS A STANDARD CGS DISK STAMPED--IVORY 1959--, SET INTO THE
 JX2244'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 JX2244'FLUSH WITH GROUND.
 JX2244'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--IVORY NO 1 1959--,
 JX2244'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 JX2244'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 14.5 METERS (47.6
 JX2244'FT) NORTHWEST FROM THE NORTHEAST CORNER OF THE VOR BUILDING, 10.4
 JX2244'METERS (34.1 FT) NORTH FROM THE NORTHWEST CORNER OF THE VOR BUILDING.
 JX2244'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--IVORY NO 2 1959--,
 JX2244'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 JX2244'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 14.3 METERS (46.9
 JX2244'FT) WEST FROM THE SOUTHWEST CORNER OF THE VOR BUILDING, 10.1 METERS
 JX2244'(33.1 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF THE VOR BUILDING.
 JX2244'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--IVORY 1959 NO 2
 JX2244'1983--, SET IN A DRILL HOLE IN THE CONCRETE LOADING RAMP SOUTH OF THE
 JX2244'ZANESVILLE MUNICIPAL AIRPORT ADMINISTRATION BUILDING.  THE STATION IS
 JX2244'LOCATED 87.5 METERS (287.1 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF
 JX2244'THE ADMINISTRATION BUILDING, 74.4 METERS (244.1 FT) SOUTH FROM THE
 JX2244'SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING, 10.7 METERS (35.1 FT)
 JX2244'NORTHWEST FROM THE SOUTHEAST CORNER OF CONCRETE LOADING RAMP.  TO
 JX2244'REACH THE AZIMUTH MARK FROM THE ZANESVILLE ADMINISTRATION BUILDING, GO
 JX2244'SOUTHWEST ABOUT 250 FT (76.2 M) TO THE MARK AS DESCRIBED.  FOR
 JX2244'ADDITIONAL INFORMATION SEE THE DESCRIPTION OF IVORY AZ MK 2.
 JX2244
 JX2244                          STATION RECOVERY (1989)
 JX2244
 JX2244'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1989
 JX2244'RECOVERED IN GOOD CONDITION.
 JX2244
 JX2244                          STATION RECOVERY (1990)
 JX2244
 JX2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JX2244'10.0 KM (6.2 MI) EAST ALONG U.S. HIGHWAY 40 FROM THE COURTHOUSE
 JX2244'IN ZANESVILLE, TO THE JUNCTION OF STATE HIGHWAY 797, THENCE 2.1 KM
 JX2244'(1.3 MI) SOUTH ALONG STATE HIGHWAY 797 TO THE ZANESVILLE MUNICIPAL
 JX2244'AIRPORT, THENCE GO 0.81 KM (0.5 MI) SOUTH ACROSS AND ALONG THE SIDES
 JX2244'OF THE RUNWAYS TO THE VOR BUILDING AND STATION,  21.9 METERS (72.0 FT)
 JX2244'WEST OF THE NORTHWEST CORNER OF THE VOR BUILDING, AND 12.6 METERS
 JX2244'(41.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF VOR BUILDING, AND
 JX2244'IS FLUSH WITH THE GROUND.
 JX2244
 JX2244                          STATION RECOVERY (1992)
 JX2244
 JX2244'RECOVERY NOTE BY MUSKINGUM COUNTY OHIO 1992 (LCC)
 JX2244'THE STATION AND THE REFERENCE MARKS WERE ALL RECOVERED IN GOOD
 JX2244'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 JX2244' 
 JX2244'THE STATION IS IN THE THIRD QUARTER TOWNSHIP OF TOWNSHIP 1, RANGE 6,
 JX2244'PERRY TOWNSHIP, ABOUT 6 MI (9.7 KM) E OF ZANESVILLE AND 8 MI (12.9 KM)
 JX2244'W OF NEW CONCORD AT THE ZANESVILLE MUNICIPAL AIRPORT.
 JX2244' 
 JX2244'TO REACH FROM ZANESVILLE AT THE COUNTY COURT HOUSE, LOCATED AT THE
 JX2244'INTERSECTION OF US 40 (MAIN STREET) AND FOURTH STREET IN DOWNTOWN
 JX2244'ZANESVILLE, GO 6.25 MI (10.06 KM) E ON US 40 TO THE JUNCTION OF STATE
 JX2244'ROUTE 797 (AIRPORT ROAD), TURN RIGHT ONTO STATE ROUTE 797 S FOR 1.28
 JX2244'MI (2.06 KM) TO THE END OF STATE ROUTE 797 AT THE ZANESVILLE MUNICIPAL
 JX2244'AIRPORT ADMINISTRATION BUILDING.  PERMISSION SHOULD BE OBTAINED BEFORE
 JX2244'CROSSING THE RUNWAYS.  FROM THE ADMINISTRATION BUILDING, GO
 JX2244'APPROXIMATELY 0.50 MI (0.80 KM) ACROSS AND ALONG THE SIDES OF THE
 JX2244'RUNWAYS TO THE VOR BUILDING, ZANESVILLE RADIO, ZZR, WHICH IS ON THE S
 JX2244'SIDE OF THE AIRPORT AND THE LOCATION OF THE STATION.
 JX2244' 
 JX2244'THE DISK IS IN A 0.8 FT (24.4 CM) SQUARE CONCRETE MONUMENT FLUSH WITH
 JX2244'THE GROUND.  IT IS 72.0 FT (21.9 M) W OF THE NE CORNER OF THE VOR
 JX2244'BUILDNG AND 41.5 FT (12.6 M) NW OF THE NW CORNER OF THE VOR BUILDING.
 JX2244'THE MONUMENT IS IN THE OUTSIDE EDGE OF A STONE DRIVE GOING AROUND THE
 JX2244'VOR BUILDING.
 JX2244
 JX2244                          STATION RECOVERY (1995)
 JX2244
 JX2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 JX2244'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) EAST OF ZANESVILLE, 2.5 KM
 JX2244'(1.55 MI) SOUTH OF INTERSTATE HIGHWAY 70 AT THE ZANESVILLE MUNICIPAL
 JX2244'AIRPORT, NEAR THE CENTER OF THE SOUTH SIDE OF THE AIRFIELD, JUST SOUTH
 JX2244'OF THE JUNCTION OF THE RUNWAYS, AND AT THE NORTHWEST CORNER OF THE
 JX2244'GRAVEL AROUND THE VOR BUILDING.  OWNERSHIP--CITY OF ZANESVILLE,
 JX2244'MUNICIPAL BUILDING, 401 MARKET STREET, ZANESVILLE, OHIO, 43701.
 JX2244'AIRPORT MANAGER IS TIMOTHY A FLEMING.  PHONE 614-455-0663 OR
 JX2244'614-452-3625.  CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY
 JX2244'THIS STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 JX2244'INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 797 (EXIT 160) ABOUT 7 KM
 JX2244'(4.35 MI) EAST OF ZANESVILLE, GO SOUTH ON HIGHWAY 797 FOR 2.35 KM
 JX2244'(1.45 MI) TO A GRAVEL ROAD LEFT LEADING TO THE APRON.  TURN LEFT,
 JX2244'SOUTHEAST, ON THE ROAD FOR 0.08 KM (0.05 MI) TO A GATE AT THE APRON.
 JX2244'PASS THROUGH GATE, SOUTHEAST, AND ACROSS APRON FOR 0.06 KM (0.05 MI)
 JX2244'TO TAXI A.  TURN RIGHT, SOUTHWEST, ALONG TAXI FOR 0.35 KM (0.20 MI) TO
 JX2244'THE JUNCTION OF RUNWAY 15-33.  CONTINUE SOUTHWEST, CROSSING THE RUNWAY
 JX2244'FOR 50 M (164.0 FT) TO THE SOUTHEAST SIDE OF THE RUNWAY.  TURN LEFT,
 JX2244'SOUTHEAST, ALONG THE RUNWAY FOR 0.20 KM (0.10 MI) TO THE JUNCTION OF
 JX2244'RUNWAY 4-22.  CONTINUE SOUTHEAST, CROSSING THE RUNWAY AND ALONG RUNWAY
 JX2244'15-33 FOR 0.16 KM (0.10 MI) TO A PAVED ROAD RIGHT TO THE VOR.  TURN
 JX2244'RIGHT, SOUTHWEST, ON THE ROAD FOR 0.13 KM (0.10 MI) TO THE NORTHWEST
 JX2244'CORNER OF THE VOR AND THE STATION ON THE RIGHT.  THE STATION IS SET IN
 JX2244'THE TOP OF A 25 CM SQUARE CONCRETE POST SET FLUSH WITH THE GROUND.  IT
 JX2244'IS 76.6 M (251.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 4-22,
 JX2244'12.5 M (41.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE VOR
 JX2244'BUILDING, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1277 ***********************************************************************
 KY1277  DESIGNATION -  J 10
 KY1277  PID         -  KY1277
 KY1277  STATE/COUNTY-  OH/STARK
 KY1277  USGS QUAD   -  CANTON WEST (1985)
 KY1277
 KY1277                         *CURRENT SURVEY CONTROL
 KY1277  ___________________________________________________________________
 KY1277* NAD 83(1986)-  40 47 12.     (N)    081 27 55.     (W)     SCALED    
 KY1277* NAVD 88     -       328.968  (meters)    1079.29   (feet)  ADJUSTED  
 KY1277  ___________________________________________________________________
 KY1277  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KY1277  DYNAMIC HT  -         328.815 (meters)    1078.79  (feet)  COMP
 KY1277  MODELED GRAV-     980,151.6   (mgal)                       NAVD 88
 KY1277
 KY1277  VERT ORDER  -  FIRST     CLASS I
 KY1277
 KY1277.The horizontal coordinates were scaled from a topographic map and have
 KY1277.an estimated accuracy of +/- 6 seconds.
 KY1277
 KY1277.The orthometric height was determined by differential leveling
 KY1277.and adjusted by the National Geodetic Survey in June 1991..
 KY1277
 KY1277.The geoid height was determined by GEOID03.
 KY1277
 KY1277.The dynamic height is computed by dividing the NAVD 88
 KY1277.geopotential number by the normal gravity value computed on the
 KY1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1277.degrees latitude (g = 980.6199 gals.).
 KY1277
 KY1277.The modeled gravity was interpolated from observed gravity values.
 KY1277
 KY1277;                    North         East    Units  Estimated Accuracy
 KY1277;SPC OH N     -   124,890.      687,330.      MT  (+/- 180 meters Scaled)
 KY1277
 KY1277                          SUPERSEDED SURVEY CONTROL
 KY1277
 KY1277  NGVD 29 (??/??/92)  329.155  (m)         1079.90   (f) ADJ UNCH    1 1
 KY1277
 KY1277.Superseded values are not recommended for survey control.
 KY1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1277.See file dsdata.txt to determine how the superseded data were derived.
 KY1277
 KY1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF607151(NAD 83)
 KY1277_MARKER: DB = BENCH MARK DISK
 KY1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1277_STAMPING: J 10 1934
 KY1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1277+STABILITY: SURFACE MOTION
 KY1277
 KY1277  HISTORY     - Date     Condition        Report By
 KY1277  HISTORY     - 1934     MONUMENTED       CGS
 KY1277  HISTORY     - 1966     GOOD             NGS
 KY1277  HISTORY     - 19911129 MARK NOT FOUND   OHDT
 KY1277
 KY1277                          STATION DESCRIPTION
 KY1277
 KY1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1277'4.8 MI W FROM CANTON.
 KY1277'ABOUT 4.75 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1277'STATION AT CANTON, ABOUT 0.45 MILE EAST OF MILEPOST 107, 46 FEET
 KY1277'NORTHEAST OF THE CENTER OF THE CROSSING OF GENOA AVENUE AND
 KY1277'THE WESTBOUND MAIN TRACK, IN SECTION 14, R 9 W, T 10 N, 29 FEET
 KY1277'EAST OF THE CENTER LINE OF THE AVENUE, 18.5 FEET NORTH OF THE NORTH
 KY1277'RAIL OF THE WESTBOUND TRACK, 14 FEET SOUTH-SOUTHEAST OF A
 KY1277'TELEGRAPH POLE, 1.3 FEET WEST OF A METAL WITNESS POST, 1 FOOT
 KY1277'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 KY1277'POST 0.6 FOOT UNDERGROUND.  NOTE-- MARK MAY ALSO BE REACHED BY
 KY1277'GOING 3.0 MILES EAST OF THE STATION AT MASSILLON.
 KY1277
 KY1277                          STATION RECOVERY (1991)
 KY1277
 KY1277'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (SJ)
 KY1277'------ REPORT BY ODOT -------1991---------- CONDITION - UNKNOWN------
 KY1277'NOTE*MEASURED ALL RECORD DISTANCES AND THEY CAME WITH IN A FEW FEET OF
 KY1277'A 12" PLASTIC DRAIN.  UNABLE TO RECOVER DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1009 ***********************************************************************
 MB1009  DESIGNATION -  J 109
 MB1009  PID         -  MB1009
 MB1009  STATE/COUNTY-  OH/ASHTABULA
 MB1009  USGS QUAD   -  ASHTABULA SOUTH (1970)
 MB1009
 MB1009                         *CURRENT SURVEY CONTROL
 MB1009  ___________________________________________________________________
 MB1009* NAD 83(1986)-  41 51 14.     (N)    080 46 54.     (W)     SCALED    
 MB1009* NAVD 88     -       224.901  (meters)     737.86   (feet)  ADJUSTED  
 MB1009  ___________________________________________________________________
 MB1009  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 MB1009  DYNAMIC HT  -         224.819 (meters)     737.59  (feet)  COMP
 MB1009  MODELED GRAV-     980,254.5   (mgal)                       NAVD 88
 MB1009
 MB1009  VERT ORDER  -  FIRST     CLASS II
 MB1009
 MB1009.The horizontal coordinates were scaled from a topographic map and have
 MB1009.an estimated accuracy of +/- 6 seconds.
 MB1009
 MB1009.The orthometric height was determined by differential leveling
 MB1009.and adjusted by the National Geodetic Survey in June 1991..
 MB1009
 MB1009.The geoid height was determined by GEOID03.
 MB1009
 MB1009.The dynamic height is computed by dividing the NAVD 88
 MB1009.geopotential number by the normal gravity value computed on the
 MB1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1009.degrees latitude (g = 980.6199 gals.).
 MB1009
 MB1009.The modeled gravity was interpolated from observed gravity values.
 MB1009
 MB1009;                    North         East    Units  Estimated Accuracy
 MB1009;SPC OH N     -   244,300.      742,690.      MT  (+/- 180 meters Scaled)
 MB1009
 MB1009                          SUPERSEDED SURVEY CONTROL
 MB1009
 MB1009  NGVD 29 (06/03/92)  225.109  (m)          738.55   (f) ADJUSTED    1 2
 MB1009
 MB1009.Superseded values are not recommended for survey control.
 MB1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1009.See file dsdata.txt to determine how the superseded data were derived.
 MB1009
 MB1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG181335(NAD 83)
 MB1009_MARKER: DB = BENCH MARK DISK
 MB1009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1009_SP_SET: PIER
 MB1009_STAMPING: J 109 1935
 MB1009_MARK LOGO: CGS   
 MB1009_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1009
 MB1009  HISTORY     - Date     Condition        Report By
 MB1009  HISTORY     - 1935     MONUMENTED       CGS
 MB1009  HISTORY     - 1944     GOOD             NGS
 MB1009  HISTORY     - 1981     GOOD             NGS
 MB1009  HISTORY     - 1988     GOOD             USPSQD
 MB1009  HISTORY     - 19900101 GOOD             OHDT
 MB1009  HISTORY     - 19960707 MARK NOT FOUND   USPSQD
 MB1009  HISTORY     - 19970706 GOOD             USPSQD
 MB1009
 MB1009                          STATION DESCRIPTION
 MB1009
 MB1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MB1009'1.8 MI SE FROM ASHTABULA.
 MB1009'1.8 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MB1009'STATION AT ASHTABULA, ASHTABULA COUNTY, AT A 300-FOOT PRATT TRUSS
 MB1009'HIGHWAY OVERPASS, AT THE EAST ONE OF THE TWO CENTER PIERS, IN THE
 MB1009'SOUTH SIDE OF THE SOUTH COLUMN FOUNDATION, 17 FEET EAST OF THE
 MB1009'EAST RAIL, AND ABOUT 5 FEET HIGHER THAN THE TRACK.  A STANDARD
 MB1009'DISK, STAMPED J 109 1935 AND SET VERTICALLY.
 MB1009
 MB1009                          STATION RECOVERY (1981)
 MB1009
 MB1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MB1009'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MB1009'IN ASHTABULA AT THE OVERPASS BRIDGE AT EAST 58TH STREET OVER THE
 MB1009'CONRAIL RAILROAD NEAR CHESTNUT GROVE CEMETERY, SET VERTICALLY IN THE
 MB1009'SOUTH FOOTING OF THE EAST PIER AND 5.18 METERS (17.0 FEET) NORTHEAST
 MB1009'OF THE EAST RAIL OF THE MOST EASTERLY SET OF TRACKS.
 MB1009'THE MARK IS 1.52 M ABOVE THE TRACKS.
 MB1009
 MB1009                          STATION RECOVERY (1988)
 MB1009
 MB1009'RECOVERY NOTE BY US POWER SQUADRON 1988 (KB)
 MB1009'RECOVERED IN GOOD CONDITION.
 MB1009
 MB1009                          STATION RECOVERY (1990)
 MB1009
 MB1009'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1990 (PT)
 MB1009'RECOVERED IN GOOD CONDITION.
 MB1009
 MB1009                          STATION RECOVERY (1996)
 MB1009
 MB1009'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1009'MARK NOT FOUND.
 MB1009
 MB1009                          STATION RECOVERY (1997)
 MB1009
 MB1009'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0136 ***********************************************************************
 JY0136  DESIGNATION -  J 112
 JY0136  PID         -  JY0136
 JY0136  STATE/COUNTY-  OH/ATHENS
 JY0136  USGS QUAD   -  THE PLAINS (1995)
 JY0136
 JY0136                         *CURRENT SURVEY CONTROL
 JY0136  ___________________________________________________________________
 JY0136* NAD 83(1986)-  39 19 56.     (N)    082 12 09.     (W)     SCALED    
 JY0136* NAVD 88     -       235.118  (meters)     771.38   (feet)  ADJUSTED  
 JY0136  ___________________________________________________________________
 JY0136  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY0136  DYNAMIC HT  -         234.976 (meters)     770.92  (feet)  COMP
 JY0136  MODELED GRAV-     980,019.2   (mgal)                       NAVD 88
 JY0136
 JY0136  VERT ORDER  -  FIRST     CLASS II
 JY0136
 JY0136.The horizontal coordinates were scaled from a topographic map and have
 JY0136.an estimated accuracy of +/- 6 seconds.
 JY0136
 JY0136.The orthometric height was determined by differential leveling
 JY0136.and adjusted by the National Geodetic Survey in June 1991..
 JY0136
 JY0136.The geoid height was determined by GEOID03.
 JY0136
 JY0136.The dynamic height is computed by dividing the NAVD 88
 JY0136.geopotential number by the normal gravity value computed on the
 JY0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0136.degrees latitude (g = 980.6199 gals.).
 JY0136
 JY0136.The modeled gravity was interpolated from observed gravity values.
 JY0136
 JY0136;                    North         East    Units  Estimated Accuracy
 JY0136;SPC OH S     -   147,940.      625,650.      MT  (+/- 180 meters Scaled)
 JY0136
 JY0136                          SUPERSEDED SURVEY CONTROL
 JY0136
 JY0136  NGVD 29 (??/??/92)  235.291  (m)          771.95   (f) ADJ UNCH    1 2
 JY0136
 JY0136.Superseded values are not recommended for survey control.
 JY0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0136.See file dsdata.txt to determine how the superseded data were derived.
 JY0136
 JY0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD963543(NAD 83)
 JY0136_MARKER: DB = BENCH MARK DISK
 JY0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0136_SP_SET: SIGNAL BASE
 JY0136_STAMPING: J 112 1943
 JY0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0136
 JY0136  HISTORY     - Date     Condition        Report By
 JY0136  HISTORY     - 1943     MONUMENTED       CGS
 JY0136
 JY0136                          STATION DESCRIPTION
 JY0136
 JY0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JY0136'1.1 MI E FROM NEW MARSHFIELD.
 JY0136'1.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JY0136'STATION AT NEW MARSHFIELD, ATHENS COUNTY, 5 RAILS NORTHWEST OF
 JY0136'CULVERT 152.38, AT SIGNAL 1523, IN THE TOP OF THE SOUTH CORNER
 JY0136'OF THE BASE, 8.1 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT
 JY0136'1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 112 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0426 ***********************************************************************
 JY0426  DESIGNATION -  J 113
 JY0426  PID         -  JY0426
 JY0426  STATE/COUNTY-  OH/JACKSON
 JY0426  USGS QUAD   -  BYER (1983)
 JY0426
 JY0426                         *CURRENT SURVEY CONTROL
 JY0426  ___________________________________________________________________
 JY0426* NAD 83(1986)-  39 11 22.     (N)    082 39 07.     (W)     SCALED    
 JY0426* NAVD 88     -       190.499  (meters)     625.00   (feet)  ADJUSTED  
 JY0426  ___________________________________________________________________
 JY0426  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JY0426  DYNAMIC HT  -         190.382 (meters)     624.61  (feet)  COMP
 JY0426  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 JY0426
 JY0426  VERT ORDER  -  FIRST     CLASS II
 JY0426
 JY0426.The horizontal coordinates were scaled from a topographic map and have
 JY0426.an estimated accuracy of +/- 6 seconds.
 JY0426
 JY0426.The orthometric height was determined by differential leveling
 JY0426.and adjusted by the National Geodetic Survey in June 1991..
 JY0426
 JY0426.The geoid height was determined by GEOID03.
 JY0426
 JY0426.The dynamic height is computed by dividing the NAVD 88
 JY0426.geopotential number by the normal gravity value computed on the
 JY0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0426.degrees latitude (g = 980.6199 gals.).
 JY0426
 JY0426.The modeled gravity was interpolated from observed gravity values.
 JY0426
 JY0426;                    North         East    Units  Estimated Accuracy
 JY0426;SPC OH S     -   132,060.      586,870.      MT  (+/- 180 meters Scaled)
 JY0426
 JY0426                          SUPERSEDED SURVEY CONTROL
 JY0426
 JY0426  NGVD 29 (??/??/92)  190.67   (m)          625.6    (f) COMPUTED    1 2
 JY0426
 JY0426.Superseded values are not recommended for survey control.
 JY0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0426.See file dsdata.txt to determine how the superseded data were derived.
 JY0426
 JY0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD573391(NAD 83)
 JY0426_MARKER: DB = BENCH MARK DISK
 JY0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0426_SP_SET: CULVERT
 JY0426_STAMPING: J 113 1943
 JY0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0426
 JY0426  HISTORY     - Date     Condition        Report By
 JY0426  HISTORY     - 1943     MONUMENTED       CGS
 JY0426  HISTORY     - 1958     GOOD             NGS
 JY0426
 JY0426                          STATION DESCRIPTION
 JY0426
 JY0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JY0426'2 MI SE FROM RAY.
 JY0426'ABOUT 1.95 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JY0426'FROM THE WATER TANK AT RAY, ABOUT 2 RAILS NORTHWEST OF MILE POST
 JY0426'C 119, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 JY0426'HEAD WALL OF A 3-FOOT PIPE CULVERT, 28 FEET NORTHEAST OF NORTHEAST
 JY0426'RAIL, 1 FOOT NORTHWEST OF SOUTHWEST END OF HEAD WALL AND ABOUT
 JY0426'10 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1373 ***********************************************************************
 KY1373  DESIGNATION -  J 114
 KY1373  PID         -  KY1373
 KY1373  STATE/COUNTY-  OH/BELMONT
 KY1373  USGS QUAD   -  FLUSHING (1994)
 KY1373
 KY1373                         *CURRENT SURVEY CONTROL
 KY1373  ___________________________________________________________________
 KY1373* NAD 83(1986)-  40 07 54.     (N)    081 03 09.     (W)     SCALED    
 KY1373* NAVD 88     -       336.895  (meters)    1105.30   (feet)  ADJUSTED  
 KY1373  ___________________________________________________________________
 KY1373  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY1373  DYNAMIC HT  -         336.709 (meters)    1104.69  (feet)  COMP
 KY1373  MODELED GRAV-     980,063.5   (mgal)                       NAVD 88
 KY1373
 KY1373  VERT ORDER  -  FIRST     CLASS II
 KY1373
 KY1373.The horizontal coordinates were scaled from a topographic map and have
 KY1373.an estimated accuracy of +/- 6 seconds.
 KY1373
 KY1373.The orthometric height was determined by differential leveling
 KY1373.and adjusted by the National Geodetic Survey in June 1991..
 KY1373
 KY1373.The geoid height was determined by GEOID03.
 KY1373
 KY1373.The dynamic height is computed by dividing the NAVD 88
 KY1373.geopotential number by the normal gravity value computed on the
 KY1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1373.degrees latitude (g = 980.6199 gals.).
 KY1373
 KY1373.The modeled gravity was interpolated from observed gravity values.
 KY1373
 KY1373;                    North         East    Units  Estimated Accuracy
 KY1373;SPC OH S     -   237,640.      723,370.      MT  (+/- 180 meters Scaled)
 KY1373
 KY1373                          SUPERSEDED SURVEY CONTROL
 KY1373
 KY1373  NGVD 29 (??/??/92)  337.073  (m)         1105.88   (f) ADJ UNCH    1 2
 KY1373
 KY1373.Superseded values are not recommended for survey control.
 KY1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1373.See file dsdata.txt to determine how the superseded data were derived.
 KY1373
 KY1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME955423(NAD 83)
 KY1373_MARKER: DB = BENCH MARK DISK
 KY1373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1373_SP_SET: ABUTMENT
 KY1373_STAMPING: J 114 1943
 KY1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1373
 KY1373  HISTORY     - Date     Condition        Report By
 KY1373  HISTORY     - 1943     MONUMENTED       CGS
 KY1373
 KY1373                          STATION DESCRIPTION
 KY1373
 KY1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY1373'1.2 MI SE FROM FLUSHING.
 KY1373'1.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1373'THE STATION AT FLUSHING, BELMONT COUNTY, AT BRIDGE 142 OVER A
 KY1373'DIRT ROAD, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 KY1373'STONE ABUTMENT, 26 FEET NORTHEAST OF THE CENTERLINE OF THE
 KY1373'NORTHEAST TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 KY1373'STANDARD DISK, STAMPED J 114 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2744 ***********************************************************************
 KY2744  DESIGNATION -  J 115
 KY2744  PID         -  KY2744
 KY2744  STATE/COUNTY-  OH/BELMONT
 KY2744  USGS QUAD   -  LANSING (1994)
 KY2744
 KY2744                         *CURRENT SURVEY CONTROL
 KY2744  ___________________________________________________________________
 KY2744* NAD 83(1986)-  40 04 44.     (N)    080 49 19.     (W)     SCALED    
 KY2744* NAVD 88     -       225.558  (meters)     740.02   (feet)  ADJUSTED  
 KY2744  ___________________________________________________________________
 KY2744  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY2744  DYNAMIC HT  -         225.434 (meters)     739.61  (feet)  COMP
 KY2744  MODELED GRAV-     980,072.7   (mgal)                       NAVD 88
 KY2744
 KY2744  VERT ORDER  -  FIRST     CLASS II
 KY2744
 KY2744.The horizontal coordinates were scaled from a topographic map and have
 KY2744.an estimated accuracy of +/- 6 seconds.
 KY2744
 KY2744.The orthometric height was determined by differential leveling
 KY2744.and adjusted by the National Geodetic Survey in June 1991..
 KY2744
 KY2744.The geoid height was determined by GEOID03.
 KY2744
 KY2744.The dynamic height is computed by dividing the NAVD 88
 KY2744.geopotential number by the normal gravity value computed on the
 KY2744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2744.degrees latitude (g = 980.6199 gals.).
 KY2744
 KY2744.The modeled gravity was interpolated from observed gravity values.
 KY2744
 KY2744;                    North         East    Units  Estimated Accuracy
 KY2744;SPC OH S     -   232,120.      743,120.      MT  (+/- 180 meters Scaled)
 KY2744
 KY2744                          SUPERSEDED SURVEY CONTROL
 KY2744
 KY2744  NGVD 29 (??/??/92)  225.73   (m)          740.6    (f) COMPUTED    1 2
 KY2744
 KY2744.Superseded values are not recommended for survey control.
 KY2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2744.See file dsdata.txt to determine how the superseded data were derived.
 KY2744
 KY2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE151365(NAD 83)
 KY2744_MARKER: DB = BENCH MARK DISK
 KY2744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY2744_SP_SET: BRIDGE SEAT
 KY2744_STAMPING: J 115 1943
 KY2744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2744
 KY2744  HISTORY     - Date     Condition        Report By
 KY2744  HISTORY     - 1943     MONUMENTED       CGS
 KY2744
 KY2744                          STATION DESCRIPTION
 KY2744
 KY2744'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KY2744'0.8 MI W FROM BLAINE.
 KY2744'TO REACH FROM THE U.S. HIGHWAY 40 BRIDGE OVER THE BALTIMORE AND
 KY2744'OHIO RAILROAD PROCEED 0.8 MILE WEST ALONG THE RAILROAD TO SITE
 KY2744'OF BENCH MARK.  BENCH MARK IS 14.5 FEET SOUTH OF AND ABOUT 4.0
 KY2744'FEET BELOW THE CENTERLINE OF THE SOUTH TRACK.  IT IS SET
 KY2744'HORIZONTALLY IN THE SOUTH END OF THE BRIDGE SEAT OF THE EAST
 KY2744'ABUTMENT OF BRIDGE NO. 116.  NOTE-- THIS BENCH MARK IS 2.5 MILES
 KY2744'EAST OF BARTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY0745 ***********************************************************************
 KY0745  DESIGNATION -  J 115 RESET
 KY0745  PID         -  KY0745
 KY0745  STATE/COUNTY-  OH/BELMONT
 KY0745  USGS QUAD   -  LANSING (1994)
 KY0745
 KY0745                         *CURRENT SURVEY CONTROL
 KY0745  ___________________________________________________________________
 KY0745* NAD 83(1986)-  40 04 44.     (N)    080 49 19.     (W)     SCALED    
 KY0745* NAVD 88     -       225.55   (+/-2cm)     740.0    (feet)  VERTCON   
 KY0745  ___________________________________________________________________
 KY0745  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0745
 KY0745  VERT ORDER  -  THIRD (See Below)
 KY0745
 KY0745.The horizontal coordinates were scaled from a topographic map and have
 KY0745.an estimated accuracy of +/- 6 seconds.
 KY0745
 KY0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0745.The vertical order pertains to the NGVD 29 superseded value.
 KY0745
 KY0745.The geoid height was determined by GEOID03.
 KY0745
 KY0745;                    North         East    Units  Estimated Accuracy
 KY0745;SPC OH S     -   232,120.      743,120.      MT  (+/- 180 meters Scaled)
 KY0745
 KY0745                          SUPERSEDED SURVEY CONTROL
 KY0745
 KY0745  NGVD 29 (??/??/??)  225.72   (m)          740.5    (f) RESET       3  
 KY0745
 KY0745.Superseded values are not recommended for survey control.
 KY0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0745.See file dsdata.txt to determine how the superseded data were derived.
 KY0745
 KY0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE151365(NAD 83)
 KY0745_MARKER: DB = BENCH MARK DISK
 KY0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0745_SP_SET: BRIDGE
 KY0745_STAMPING: J 115 RESET 1951
 KY0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0745
 KY0745  HISTORY     - Date     Condition        Report By
 KY0745  HISTORY     - 1951     MONUMENTED       CGS
 KY0745
 KY0745                          STATION DESCRIPTION
 KY0745
 KY0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KY0745'0.8 MI N FROM BLAINE.
 KY0745'0.8 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY0745'U.S. HIGHWAY 40 OVERPASS AT BLAINE, BELMONT COUNTY, AT BRIDGE
 KY0745'116, IN THE TOP OF THE SOUTHWEST END OF THE BRIDGE SEAT OF THE
 KY0745'SOUTHEAST ABUTMENT, 14.5 FEET SOUTHWEST OF THE CENTERLINE OF
 KY0745'THE SOUTHWEST TRACK, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD
 KY0745'DISK, STAMPED J 115 RESET 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0610 ***********************************************************************
 MC0610  DESIGNATION -  J 116
 MC0610  PID         -  MC0610
 MC0610  STATE/COUNTY-  OH/HENRY
 MC0610  USGS QUAD   -  MC CLURE (1971)
 MC0610
 MC0610                         *CURRENT SURVEY CONTROL
 MC0610  ___________________________________________________________________
 MC0610* NAD 83(1986)-  41 18 47.     (N)    083 55 02.     (W)     SCALED    
 MC0610* NAVD 88     -       208.635  (meters)     684.50   (feet)  ADJUSTED  
 MC0610  ___________________________________________________________________
 MC0610  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 MC0610  DYNAMIC HT  -         208.542 (meters)     684.19  (feet)  COMP
 MC0610  MODELED GRAV-     980,173.4   (mgal)                       NAVD 88
 MC0610
 MC0610  VERT ORDER  -  SECOND    CLASS 0
 MC0610
 MC0610.The horizontal coordinates were scaled from a topographic map and have
 MC0610.an estimated accuracy of +/- 6 seconds.
 MC0610
 MC0610.The orthometric height was determined by differential leveling
 MC0610.and adjusted by the National Geodetic Survey in June 1991..
 MC0610
 MC0610.The geoid height was determined by GEOID03.
 MC0610
 MC0610.The dynamic height is computed by dividing the NAVD 88
 MC0610.geopotential number by the normal gravity value computed on the
 MC0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0610.degrees latitude (g = 980.6199 gals.).
 MC0610
 MC0610.The modeled gravity was interpolated from observed gravity values.
 MC0610
 MC0610;                    North         East    Units  Estimated Accuracy
 MC0610;SPC OH N     -   183,790.      481,340.      MT  (+/- 180 meters Scaled)
 MC0610
 MC0610                          SUPERSEDED SURVEY CONTROL
 MC0610
 MC0610  NGVD 29 (??/??/92)  208.829  (m)          685.13   (f) ADJ UNCH    2 0
 MC0610
 MC0610.Superseded values are not recommended for survey control.
 MC0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0610.See file dsdata.txt to determine how the superseded data were derived.
 MC0610
 MC0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF558776(NAD 83)
 MC0610_MARKER: DB = BENCH MARK DISK
 MC0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0610_STAMPING: J 116 1947
 MC0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0610+STABILITY: SURFACE MOTION
 MC0610
 MC0610  HISTORY     - Date     Condition        Report By
 MC0610  HISTORY     - 1947     MONUMENTED       CGS
 MC0610  HISTORY     - 1963     GOOD             NGS
 MC0610
 MC0610                          STATION DESCRIPTION
 MC0610
 MC0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MC0610'2.2 MI E FROM WESTHOPE.
 MC0610'1-1/4 MILES EAST AND 1 MILE NORTH OF WESTHOPE, HENRY COUNTY, ON
 MC0610'THE AGNA SICKMILLER FARM, IN 1947, IN SECTION 11, T 4 N, R 8 E,
 MC0610'ON THE EAST SIDE OF THE LANE, 13 FEET EAST OF THE CENTERLINE OF
 MC0610'THE LANE, 41 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 MC0610'JUST BESIDE THE FENCE LINE, 0.2 MILE EAST OF THE INTERSECTION
 MC0610'OF THE NORTH-SOUTH AND EAST-WEST COUNTY ROADS, 5-1/2 FEET SOUTH
 MC0610'OF A POWER POLE, AND 13 FEET NORTH OF A 24-INCH MAPLE TREE, AND
 MC0610'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE FENCE LINE AND 24
 MC0610'INCH MAPLE TREE ARE NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0823 ***********************************************************************
 JZ0823  DESIGNATION -  J 117
 JZ0823  PID         -  JZ0823
 JZ0823  STATE/COUNTY-  OH/HAMILTON
 JZ0823  USGS QUAD   -  CINCINNATI WEST (1986)
 JZ0823
 JZ0823                         *CURRENT SURVEY CONTROL
 JZ0823  ___________________________________________________________________
 JZ0823* NAD 83(1986)-  39 07 57.     (N)    084 32 15.     (W)     SCALED    
 JZ0823* NAVD 88     -       151.145  (meters)     495.88   (feet)  ADJUSTED  
 JZ0823  ___________________________________________________________________
 JZ0823  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JZ0823  DYNAMIC HT  -         151.050 (meters)     495.57  (feet)  COMP
 JZ0823  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 JZ0823
 JZ0823  VERT ORDER  -  FIRST     CLASS II
 JZ0823
 JZ0823.The horizontal coordinates were scaled from a topographic map and have
 JZ0823.an estimated accuracy of +/- 6 seconds.
 JZ0823
 JZ0823.The orthometric height was determined by differential leveling
 JZ0823.and adjusted by the National Geodetic Survey in January 1994..
 JZ0823
 JZ0823.The geoid height was determined by GEOID03.
 JZ0823
 JZ0823.The dynamic height is computed by dividing the NAVD 88
 JZ0823.geopotential number by the normal gravity value computed on the
 JZ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0823.degrees latitude (g = 980.6199 gals.).
 JZ0823
 JZ0823.The modeled gravity was interpolated from observed gravity values.
 JZ0823
 JZ0823;                    North         East    Units  Estimated Accuracy
 JZ0823;SPC OH S     -   127,710.      423,850.      MT  (+/- 180 meters Scaled)
 JZ0823
 JZ0823                          SUPERSEDED SURVEY CONTROL
 JZ0823
 JZ0823  NAVD 88 (06/15/91)  151.138  (m)          495.86   (f) UNKNOWN     1 2
 JZ0823  NGVD 29 (??/??/92)  151.313  (m)          496.43   (f) ADJ UNCH    1 2
 JZ0823
 JZ0823.Superseded values are not recommended for survey control.
 JZ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0823.See file dsdata.txt to determine how the superseded data were derived.
 JZ0823
 JZ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ128343(NAD 83)
 JZ0823_MARKER: DB = BENCH MARK DISK
 JZ0823_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0823_SP_SET: BUILDING
 JZ0823_STAMPING: J 117 1949
 JZ0823_MARK LOGO: CGS   
 JZ0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0823+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1993
 JZ0823
 JZ0823  HISTORY     - Date     Condition        Report By
 JZ0823  HISTORY     - 1949     MONUMENTED       CGS
 JZ0823  HISTORY     - 19930604 GOOD             NGS
 JZ0823
 JZ0823                          STATION DESCRIPTION
 JZ0823
 JZ0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JZ0823'AT CINCINNATI.
 JZ0823'AT CINCINNATI, AT THE INTERSECTION OF SPRING GROVE AVENUE AND
 JZ0823'MARSHALL ST., SET VERTICALLY AND ABOUT 2 FT ABOVE THE GROUND IN
 JZ0823'THE SW FACE OF THE NEW YORK CENTRAL FREIGHT STATION BUILDING,
 JZ0823'46.5 FT SW OF THE SW CURB OF SPRING GROVE AVE., 5 FT N OF THE
 JZ0823'PROLONGED CENTERLINE OF MARSHALL ST., 1.3 FT NW OF THE S CORNER
 JZ0823'OF THE BUILDING AND 2 FT ABOVE THE LEVEL OF THE CONCRETE DRIVE.
 JZ0823
 JZ0823                          STATION RECOVERY (1993)
 JZ0823
 JZ0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0823'IN CINCINNATI, AT THE INTERSECTION OF SPRING GROVE AND MARSHALL
 JZ0823'AVENUES, SET VERTICALLY IN THE SOUTHWEST FACE OF THE STATE CHEMICAL
 JZ0823'COMPANY AT 2801 SPRING GROVE AVENUE, 24.1 M (79.1 FT) WEST OF THE
 JZ0823'CENTER OF SPRING GROVE AVENUE, 6.4 M (21.0 FT) SOUTHWEST OF THE
 JZ0823'ENTRANCE TO THE BUILDING, 1.5 M (4.9 FT) NORTH OF THE EXTENDED CENTER
 JZ0823'OF MARSHALL AVENUE, 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE, AND 0.4
 JZ0823'M (1.3 FT) NORTHWEST OF THE SOUTH CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0491 ***********************************************************************
 JY0491  DESIGNATION -  J 119
 JY0491  PID         -  JY0491
 JY0491  STATE/COUNTY-  OH/ROSS
 JY0491  USGS QUAD   -  RICHMOND DALE (1992)
 JY0491
 JY0491                         *CURRENT SURVEY CONTROL
 JY0491  ___________________________________________________________________
 JY0491* NAD 83(1986)-  39 12 17.     (N)    082 51 43.     (W)     SCALED    
 JY0491* NAVD 88     -       183.371  (meters)     601.61   (feet)  ADJUSTED  
 JY0491  ___________________________________________________________________
 JY0491  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JY0491  DYNAMIC HT  -         183.259 (meters)     601.24  (feet)  COMP
 JY0491  MODELED GRAV-     980,013.4   (mgal)                       NAVD 88
 JY0491
 JY0491  VERT ORDER  -  FIRST     CLASS II
 JY0491
 JY0491.The horizontal coordinates were scaled from a topographic map and have
 JY0491.an estimated accuracy of +/- 6 seconds.
 JY0491
 JY0491.The orthometric height was determined by differential leveling
 JY0491.and adjusted by the National Geodetic Survey in June 1991..
 JY0491.WARNING-Repeat measurements at this control monument indicate possible
 JY0491.vertical movement.
 JY0491
 JY0491.The geoid height was determined by GEOID03.
 JY0491
 JY0491.The dynamic height is computed by dividing the NAVD 88
 JY0491.geopotential number by the normal gravity value computed on the
 JY0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0491.degrees latitude (g = 980.6199 gals.).
 JY0491
 JY0491.The modeled gravity was interpolated from observed gravity values.
 JY0491
 JY0491;                    North         East    Units  Estimated Accuracy
 JY0491;SPC OH S     -   133,800.      568,740.      MT  (+/- 180 meters Scaled)
 JY0491
 JY0491                          SUPERSEDED SURVEY CONTROL
 JY0491
 JY0491  NGVD 29 (??/??/92)  183.532  (m)          602.14   (f) ADJ UNCH    1 2
 JY0491
 JY0491.Superseded values are not recommended for survey control.
 JY0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0491.See file dsdata.txt to determine how the superseded data were derived.
 JY0491
 JY0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD392411(NAD 83)
 JY0491_MARKER: DB = BENCH MARK DISK
 JY0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0491_SP_SET: SIGNAL BASE
 JY0491_STAMPING: J 119 1943
 JY0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0491
 JY0491  HISTORY     - Date     Condition        Report By
 JY0491  HISTORY     - 1943     MONUMENTED       CGS
 JY0491  HISTORY     - 1967     GOOD             NGS
 JY0491  HISTORY     - 20050406 MARK NOT FOUND   GEOCAC
 JY0491
 JY0491                          STATION DESCRIPTION
 JY0491
 JY0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0491'4.8 MI NE FROM OMEGA.
 JY0491'ABOUT 4.8 MILES NORTHEAST ALONG THE NORFOLK AND WESTERN RAILWAY
 JY0491'FROM THE CROSSING OF STATE HIGHWAY 335 AT OMEGA, 0.5 MILE SOUTHEAST
 JY0491'OF THE CROSSING OF HIGBY ROAD, 0.1 MILE NORTHWEST OF A PRIVATE
 JY0491'ROAD CROSSING, SET ON THE TOP OF THE WEST CORNER OF CONCRETE BASE
 JY0491'FOR SIGNAL NO. 6451, 55 FEET SOUTHEAST OF MILEPOST N 645, 8.2 FEET
 JY0491'NORTHEAST OF THE NORTHEAST RAIL, 1.5 FEET BELOW THE LEVEL OF THE
 JY0491'TRACK AND FLUSH WITH THE GROUND.
 JY0491
 JY0491                          STATION RECOVERY (2005)
 JY0491
 JY0491'RECOVERY NOTE BY GEOCACHING 2005 (SC)
 JY0491'FOUND AN OLD CONCRETE BASE WHERE SIGNAL 6451 PRESUMABLY WAS.  OLD BASE
 JY0491'IS BADLY DECOMPOSED AND CRUMBLING.  NO EVIDENCE OF MARK WAS FOUND.
 JY0491'SIGNAL 6451 NOW RESIDES ON A NEW CONCRETE BASE SOUTH OF THE OLD BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0867 ***********************************************************************
 KZ0867  DESIGNATION -  J 12
 KZ0867  PID         -  KZ0867
 KZ0867  STATE/COUNTY-  OH/FRANKLIN
 KZ0867  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ0867
 KZ0867                         *CURRENT SURVEY CONTROL
 KZ0867  ___________________________________________________________________
 KZ0867* NAD 83(1986)-  40 02 54.     (N)    082 59 56.     (W)     SCALED    
 KZ0867* NAVD 88     -       266.893  (meters)     875.63   (feet)  ADJUSTED  
 KZ0867  ___________________________________________________________________
 KZ0867  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ0867  DYNAMIC HT  -         266.750 (meters)     875.16  (feet)  COMP
 KZ0867  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 KZ0867
 KZ0867  VERT ORDER  -  FIRST     CLASS II
 KZ0867
 KZ0867.The horizontal coordinates were scaled from a topographic map and have
 KZ0867.an estimated accuracy of +/- 6 seconds.
 KZ0867
 KZ0867.The orthometric height was determined by differential leveling
 KZ0867.and adjusted by the National Geodetic Survey in June 1991..
 KZ0867.WARNING-Repeat measurements at this control monument indicate possible
 KZ0867.vertical movement.
 KZ0867
 KZ0867.The geoid height was determined by GEOID03.
 KZ0867
 KZ0867.The dynamic height is computed by dividing the NAVD 88
 KZ0867.geopotential number by the normal gravity value computed on the
 KZ0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0867.degrees latitude (g = 980.6199 gals.).
 KZ0867
 KZ0867.The modeled gravity was interpolated from observed gravity values.
 KZ0867
 KZ0867;                    North         East    Units  Estimated Accuracy
 KZ0867;SPC OH S     -   227,520.      557,430.      MT  (+/- 180 meters Scaled)
 KZ0867
 KZ0867                          SUPERSEDED SURVEY CONTROL
 KZ0867
 KZ0867  NGVD 29 (??/??/92)  267.06   (m)          876.2    (f) COMPUTED    1 2
 KZ0867
 KZ0867.Superseded values are not recommended for survey control.
 KZ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0867.See file dsdata.txt to determine how the superseded data were derived.
 KZ0867
 KZ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE294350(NAD 83)
 KZ0867_MARKER: DB = BENCH MARK DISK
 KZ0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0867_STAMPING: J 12 1934
 KZ0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0867+STABILITY: SURFACE MOTION
 KZ0867
 KZ0867  HISTORY     - Date     Condition        Report By
 KZ0867  HISTORY     - 1934     MONUMENTED       CGS
 KZ0867  HISTORY     - 1954     POOR             NGS
 KZ0867  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KZ0867
 KZ0867                          STATION DESCRIPTION
 KZ0867
 KZ0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KZ0867'AT COLUMBUS.
 KZ0867'AT COLUMBUS, ABOUT 5.35 MILES NORTH ALONG THE NEW YORK CENTRAL
 KZ0867'RAILROAD FROM THE UNION STATION, AT CROSSING OF EAST COOKE ROAD.
 KZ0867'14 FEET WEST OF WEST RAIL, 23 FEET NORTHWEST OF CENTER OF CROSSING
 KZ0867'OF EAST COOKE ROAD AND WEST TRACK, 16 FEET NORTH OF CENTER LINE
 KZ0867'OF COOKE ROAD, 28 FEET EAST OF TELEPHONE CABLE POLE NO. 23160,
 KZ0867'30 FEET NORTH-NORTHEAST AND ACROSS EAST COOKE ROAD FROM CENTER
 KZ0867'OF A 24-INCH MAN-HOLE COVER, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 KZ0867'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP
 KZ0867'OF A CONCRETE POST ABOUT FLUSH WITH GROUND.  NOTE-- THE POST IS ON
 KZ0867'PART OF RAILROAD FILL AND TOO CLOSE TO TRACK.  THE TOP OF CONCRETE
 KZ0867'IS CHIPPED AND APPEARS TO HAVE BEEN HIT BY MACHINERY.  POST IS
 KZ0867'SOLID IN GROUND AND MAY HOLD ITS PRESENT ELEVATION, HOWEVER,
 KZ0867'MARK SHOULD BE USED WITH CAUTION DUE TO ITS LOCATION.
 KZ0867
 KZ0867                          STATION RECOVERY (1990)
 KZ0867
 KZ0867'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0868 ***********************************************************************
 KZ0868  DESIGNATION -  J 12 RESET
 KZ0868  PID         -  KZ0868
 KZ0868  STATE/COUNTY-  OH/FRANKLIN
 KZ0868  USGS QUAD   -  NORTHEAST COLUMBUS (1982)
 KZ0868
 KZ0868                         *CURRENT SURVEY CONTROL
 KZ0868  ___________________________________________________________________
 KZ0868* NAD 83(1986)-  40 02 54.     (N)    082 59 56.     (W)     SCALED    
 KZ0868* NAVD 88     -       266.886  (meters)     875.61   (feet)  ADJUSTED  
 KZ0868  ___________________________________________________________________
 KZ0868  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ0868  DYNAMIC HT  -         266.743 (meters)     875.14  (feet)  COMP
 KZ0868  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 KZ0868
 KZ0868  VERT ORDER  -  FIRST     CLASS I
 KZ0868
 KZ0868.The horizontal coordinates were scaled from a topographic map and have
 KZ0868.an estimated accuracy of +/- 6 seconds.
 KZ0868
 KZ0868.The orthometric height was determined by differential leveling
 KZ0868.and adjusted by the National Geodetic Survey in June 1991..
 KZ0868
 KZ0868.The geoid height was determined by GEOID03.
 KZ0868
 KZ0868.The dynamic height is computed by dividing the NAVD 88
 KZ0868.geopotential number by the normal gravity value computed on the
 KZ0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0868.degrees latitude (g = 980.6199 gals.).
 KZ0868
 KZ0868.The modeled gravity was interpolated from observed gravity values.
 KZ0868
 KZ0868;                    North         East    Units  Estimated Accuracy
 KZ0868;SPC OH S     -   227,520.      557,430.      MT  (+/- 180 meters Scaled)
 KZ0868
 KZ0868                          SUPERSEDED SURVEY CONTROL
 KZ0868
 KZ0868  NGVD 29 (??/??/92)  267.058  (m)          876.17   (f) ADJ UNCH    1 1
 KZ0868
 KZ0868.Superseded values are not recommended for survey control.
 KZ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0868.See file dsdata.txt to determine how the superseded data were derived.
 KZ0868
 KZ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE294350(NAD 83)
 KZ0868_MARKER: DB = BENCH MARK DISK
 KZ0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0868_STAMPING: J 12 1934 RESET 1956
 KZ0868_MARK LOGO: CGS   
 KZ0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0868+STABILITY: SURFACE MOTION
 KZ0868
 KZ0868  HISTORY     - Date     Condition        Report By
 KZ0868  HISTORY     - 1956     MONUMENTED       ATT
 KZ0868  HISTORY     - 1967     GOOD             CGS
 KZ0868  HISTORY     - 1990     GOOD             USPSQD
 KZ0868
 KZ0868                          STATION DESCRIPTION
 KZ0868
 KZ0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ0868'AT COLUMBUS.
 KZ0868'AT COLUMBUS, ABOUT 5.4 MILES NORTH ALONG THE NEW YORK CENTRAL
 KZ0868'RAILROAD FROM THE UNION STATION, ABOUT 2.8 MILES SOUTH ALONG THE
 KZ0868'NEW YORK CENTRAL RAILROAD FROM THE CROSSING OF STATE HIGHWAY 161 AT
 KZ0868'WORTHINGTON, ABOUT 0.4 MILE NORTH OF MILEPOST 133, 23 1/2 FEET
 KZ0868'NORTHWEST OF THE CENTER OF THE CROSSING OF COOKE ROAD, 15 FEET
 KZ0868'NORTH OF THE CENTER LINE OF COOKE ROAD, 13.7 FEET WEST OF THE
 KZ0868'WEST RAIL, 20 1/2 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A
 KZ0868'GAYLA-COLA SIGN, 4.1 FEET WEST OF A METAL POST SUPPORTING A DO
 KZ0868'NOT BLOCK TRACKS SIGN, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 KZ0868'SET IN THE TOP OF A CONCRETE POST 1.3 FOOT UNDERGROUND.
 KZ0868
 KZ0868                          STATION RECOVERY (1990)
 KZ0868
 KZ0868'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1509 ***********************************************************************
 HY1509  DESIGNATION -  J 120
 HY1509  PID         -  HY1509
 HY1509  STATE/COUNTY-  OH/PIKE
 HY1509  USGS QUAD   -  WAKEFIELD (1986)
 HY1509
 HY1509                         *CURRENT SURVEY CONTROL
 HY1509  ___________________________________________________________________
 HY1509* NAD 83(1986)-  38 57 36.     (N)    083 01 27.     (W)     SCALED    
 HY1509* NAVD 88     -       171.187  (meters)     561.64   (feet)  ADJUSTED  
 HY1509  ___________________________________________________________________
 HY1509  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 HY1509  DYNAMIC HT  -         171.081 (meters)     561.29  (feet)  COMP
 HY1509  MODELED GRAV-     980,009.4   (mgal)                       NAVD 88
 HY1509
 HY1509  VERT ORDER  -  FIRST     CLASS I
 HY1509
 HY1509.The horizontal coordinates were scaled from a topographic map and have
 HY1509.an estimated accuracy of +/- 6 seconds.
 HY1509
 HY1509.The orthometric height was determined by differential leveling
 HY1509.and adjusted by the National Geodetic Survey in June 1991..
 HY1509
 HY1509.The geoid height was determined by GEOID03.
 HY1509
 HY1509.The dynamic height is computed by dividing the NAVD 88
 HY1509.geopotential number by the normal gravity value computed on the
 HY1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1509.degrees latitude (g = 980.6199 gals.).
 HY1509
 HY1509.The modeled gravity was interpolated from observed gravity values.
 HY1509
 HY1509;                    North         East    Units  Estimated Accuracy
 HY1509;SPC OH S     -   106,710.      554,570.      MT  (+/- 180 meters Scaled)
 HY1509
 HY1509                          SUPERSEDED SURVEY CONTROL
 HY1509
 HY1509  NGVD 29 (??/??/92)  171.364  (m)          562.22   (f) ADJ UNCH    1 1
 HY1509
 HY1509.Superseded values are not recommended for survey control.
 HY1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1509.See file dsdata.txt to determine how the superseded data were derived.
 HY1509
 HY1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD246142(NAD 83)
 HY1509_MARKER: DB = BENCH MARK DISK
 HY1509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY1509_SP_SET: CULVERT
 HY1509_STAMPING: J 120 1943
 HY1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY1509
 HY1509  HISTORY     - Date     Condition        Report By
 HY1509  HISTORY     - 1943     MONUMENTED       CGS
 HY1509  HISTORY     - 1967     GOOD             NGS
 HY1509
 HY1509                          STATION DESCRIPTION
 HY1509
 HY1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HY1509'0.8 MI S FROM WAKEFIELD.
 HY1509'ABOUT 0.85 MILE SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1509'FROM THE BRIDGE OVER SALT CREEK AT WAKEFIELD, 0.5 MILE SOUTH
 HY1509'OF MILEPOST N 624, ABOUT 0.25 MILE NORTH OF THE PIKE-SCIOTO
 HY1509'COUNTY LINE, SET ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 HY1509'HEAD WALL FOR A 30-INCH PIPE CULVERT, 66 FEET EAST OF THE CENTER
 HY1509'LINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 23, 20 FEET WEST
 HY1509'OF THE WEST RAIL OF THE WEST TRACK AND ABOUT 6 FEET BELOW THE
 HY1509'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1392 ***********************************************************************
 KY1392  DESIGNATION -  J 121
 KY1392  PID         -  KY1392
 KY1392  STATE/COUNTY-  OH/TUSCARAWAS
 KY1392  USGS QUAD   -  NEW PHILADELPHIA (1994)
 KY1392
 KY1392                         *CURRENT SURVEY CONTROL
 KY1392  ___________________________________________________________________
 KY1392* NAD 83(1986)-  40 26 20.     (N)    081 23 45.     (W)     SCALED    
 KY1392* NAVD 88     -       259.307  (meters)     850.74   (feet)  ADJUSTED  
 KY1392  ___________________________________________________________________
 KY1392  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KY1392  DYNAMIC HT  -         259.178 (meters)     850.32  (feet)  COMP
 KY1392  MODELED GRAV-     980,121.5   (mgal)                       NAVD 88
 KY1392
 KY1392  VERT ORDER  -  FIRST     CLASS II
 KY1392
 KY1392.The horizontal coordinates were scaled from a topographic map and have
 KY1392.an estimated accuracy of +/- 6 seconds.
 KY1392
 KY1392.The orthometric height was determined by differential leveling
 KY1392.and adjusted by the National Geodetic Survey in June 1991..
 KY1392
 KY1392.The geoid height was determined by GEOID03.
 KY1392
 KY1392.The dynamic height is computed by dividing the NAVD 88
 KY1392.geopotential number by the normal gravity value computed on the
 KY1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1392.degrees latitude (g = 980.6199 gals.).
 KY1392
 KY1392.The modeled gravity was interpolated from observed gravity values.
 KY1392
 KY1392;                    North         East    Units  Estimated Accuracy
 KY1392;SPC OH N     -    86,350.      693,680.      MT  (+/- 180 meters Scaled)
 KY1392
 KY1392                          SUPERSEDED SURVEY CONTROL
 KY1392
 KY1392  NGVD 29 (??/??/92)  259.514  (m)          851.42   (f) ADJ UNCH    1 2
 KY1392
 KY1392.Superseded values are not recommended for survey control.
 KY1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1392.See file dsdata.txt to determine how the superseded data were derived.
 KY1392
 KY1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME664765(NAD 83)
 KY1392_MARKER: DB = BENCH MARK DISK
 KY1392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1392_SP_SET: SIGNAL BASE
 KY1392_STAMPING: J 121 1943
 KY1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1392
 KY1392  HISTORY     - Date     Condition        Report By
 KY1392  HISTORY     - 1943     MONUMENTED       CGS
 KY1392  HISTORY     - 1959     GOOD             NGS
 KY1392
 KY1392                          STATION DESCRIPTION
 KY1392
 KY1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KY1392'4.5 MI SE FROM NEW PHILADELPHIA.
 KY1392'4.5 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY1392'THE PASSENGER STATION AT NEW PHILADELPHIA, TUSCARAWAS COUNTY, AT
 KY1392'THE SOUTHEAST END OF THE DOUBLE-TRACK LINE, 29.5 FEET SOUTHEAST
 KY1392'OF A PRIVATE-ROAD CROSSING, 63.3 FEET SOUTHEAST ACROSS THE
 KY1392'TRACK FROM A SWITCH STAND, AT A BLOCK SIGNAL, IN THE TOP OF THE
 KY1392'SOUTH CORNER OF THE CONCRETE BASE, 0.6 FOOT NORTH OF THE CORNER,
 KY1392'10.2 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH
 KY1392'THE TRACK.  A STANDARD DISK, STAMPED J 121 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0282 ***********************************************************************
 MD0282  DESIGNATION -  J 122
 MD0282  PID         -  MD0282
 MD0282  STATE/COUNTY-  OH/PAULDING
 MD0282  USGS QUAD   -  ANTWERP (1973)
 MD0282
 MD0282                         *CURRENT SURVEY CONTROL
 MD0282  ___________________________________________________________________
 MD0282* NAD 83(1986)-  41 10 54.     (N)    084 44 27.     (W)     SCALED    
 MD0282* NAVD 88     -       222.273  (meters)     729.24   (feet)  ADJUSTED  
 MD0282  ___________________________________________________________________
 MD0282  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MD0282  DYNAMIC HT  -         222.183 (meters)     728.95  (feet)  COMP
 MD0282  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 MD0282
 MD0282  VERT ORDER  -  SECOND    CLASS 0
 MD0282
 MD0282.The horizontal coordinates were scaled from a topographic map and have
 MD0282.an estimated accuracy of +/- 6 seconds.
 MD0282
 MD0282.The orthometric height was determined by differential leveling
 MD0282.and adjusted by the National Geodetic Survey in June 1991..
 MD0282
 MD0282.The geoid height was determined by GEOID03.
 MD0282
 MD0282.The dynamic height is computed by dividing the NAVD 88
 MD0282.geopotential number by the normal gravity value computed on the
 MD0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0282.degrees latitude (g = 980.6199 gals.).
 MD0282
 MD0282.The modeled gravity was interpolated from observed gravity values.
 MD0282
 MD0282;                    North         East    Units  Estimated Accuracy
 MD0282;SPC OH N     -   170,650.      412,020.      MT  (+/- 180 meters Scaled)
 MD0282
 MD0282                          SUPERSEDED SURVEY CONTROL
 MD0282
 MD0282  NGVD 29 (??/??/92)  222.419  (m)          729.72   (f) ADJ UNCH    2 0
 MD0282
 MD0282.Superseded values are not recommended for survey control.
 MD0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0282.See file dsdata.txt to determine how the superseded data were derived.
 MD0282
 MD0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL894613(NAD 83)
 MD0282_MARKER: DB = BENCH MARK DISK
 MD0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0282_SP_SET: BUILDING
 MD0282_STAMPING: J 122 1946
 MD0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0282
 MD0282  HISTORY     - Date     Condition        Report By
 MD0282  HISTORY     - 1946     MONUMENTED       CGS
 MD0282  HISTORY     - 1963     GOOD             NGS
 MD0282
 MD0282                          STATION DESCRIPTION
 MD0282
 MD0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MD0282'AT ANTWERP.
 MD0282'AT ANTWERP, PAULDING COUNTY, ABOUT 0.1 MILE NORTH OF THE POST
 MD0282'OFFICE, SET VERTICALLY IN THE WEST WALL AND 1 FOOT NORTH OF THE
 MD0282'SOUTHWEST CORNER OF THE ANTWERP CITY HALL, 37 FEET EAST OF THE
 MD0282'CENTER LINE OF HIGHWAY 49, AND 3.8 FEET ABOVE THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0436 ***********************************************************************
 MD0436  DESIGNATION -  J 123
 MD0436  PID         -  MD0436
 MD0436  STATE/COUNTY-  OH/DEFIANCE
 MD0436  USGS QUAD   -  SHERWOOD (1973)
 MD0436
 MD0436                         *CURRENT SURVEY CONTROL
 MD0436  ___________________________________________________________________
 MD0436* NAD 83(1986)-  41 17 47.     (N)    084 33 13.     (W)     SCALED    
 MD0436* NAVD 88     -       218.361  (meters)     716.41   (feet)  ADJUSTED  
 MD0436  ___________________________________________________________________
 MD0436  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 MD0436  DYNAMIC HT  -         218.272 (meters)     716.11  (feet)  COMP
 MD0436  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 MD0436
 MD0436  VERT ORDER  -  SECOND    CLASS 0
 MD0436
 MD0436.The horizontal coordinates were scaled from a topographic map and have
 MD0436.an estimated accuracy of +/- 6 seconds.
 MD0436
 MD0436.The orthometric height was determined by differential leveling
 MD0436.and adjusted by the National Geodetic Survey in June 1991..
 MD0436
 MD0436.The geoid height was determined by GEOID03.
 MD0436
 MD0436.The dynamic height is computed by dividing the NAVD 88
 MD0436.geopotential number by the normal gravity value computed on the
 MD0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0436.degrees latitude (g = 980.6199 gals.).
 MD0436
 MD0436.The modeled gravity was interpolated from observed gravity values.
 MD0436
 MD0436;                    North         East    Units  Estimated Accuracy
 MD0436;SPC OH N     -   183,000.      428,020.      MT  (+/- 180 meters Scaled)
 MD0436
 MD0436                          SUPERSEDED SURVEY CONTROL
 MD0436
 MD0436  NGVD 29 (??/??/92)  218.504  (m)          716.88   (f) ADJ UNCH    2 0
 MD0436
 MD0436.Superseded values are not recommended for survey control.
 MD0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0436.See file dsdata.txt to determine how the superseded data were derived.
 MD0436
 MD0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL048745(NAD 83)
 MD0436_MARKER: DB = BENCH MARK DISK
 MD0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0436_SP_SET: CULVERT
 MD0436_STAMPING: J 123 1946
 MD0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0436
 MD0436  HISTORY     - Date     Condition        Report By
 MD0436  HISTORY     - 1946     MONUMENTED       CGS
 MD0436  HISTORY     - 1960     MARK NOT FOUND   USGS
 MD0436
 MD0436                          STATION DESCRIPTION
 MD0436
 MD0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0436'AT SHERWOOD.
 MD0436'AT SHERWOOD, AT THE INTERSECTION OF STATE HIGHWAY 18 AND U.S.
 MD0436'HIGHWAY 127, ABOUT 0.6 MILE NORTH OF THE POST OFFICE, 25.5 FEET
 MD0436'WEST OF THE CENTER LINE OF HIGHWAY 127, 20 FEET NORTH OF THE
 MD0436'CENTER LINE OF HIGHWAY 18, SET IN THE TOP OF THE WEST END OF A
 MD0436'RIGHT ANGLE SHAPED CONCRETE HEAD WALL OF A 34 INCH PIPE CULVERT,
 MD0436'AND ABOUT LEVEL WITH THE INTERSECTION.  NOTE-- THE INTERSECTION
 MD0436'HAS BEEN WIDENED.
 MD0436
 MD0436                          STATION RECOVERY (1960)
 MD0436
 MD0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MD0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0342 ***********************************************************************
 MD0342  DESIGNATION -  J 124
 MD0342  PID         -  MD0342
 MD0342  STATE/COUNTY-  OH/WILLIAMS
 MD0342  USGS QUAD   -  BUTLER EAST (1994)
 MD0342
 MD0342                         *CURRENT SURVEY CONTROL
 MD0342  ___________________________________________________________________
 MD0342* NAD 83(1986)-  41 26 23.     (N)    084 47 49.     (W)     SCALED    
 MD0342* NAVD 88     -       259.004  (meters)     849.75   (feet)  ADJUSTED  
 MD0342  ___________________________________________________________________
 MD0342  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MD0342  DYNAMIC HT  -         258.903 (meters)     849.42  (feet)  COMP
 MD0342  MODELED GRAV-     980,225.7   (mgal)                       NAVD 88
 MD0342
 MD0342  VERT ORDER  -  SECOND    CLASS 0
 MD0342
 MD0342.The horizontal coordinates were scaled from a topographic map and have
 MD0342.an estimated accuracy of +/- 6 seconds.
 MD0342
 MD0342.The orthometric height was determined by differential leveling
 MD0342.and adjusted by the National Geodetic Survey in June 1991..
 MD0342
 MD0342.The geoid height was determined by GEOID03.
 MD0342
 MD0342.The dynamic height is computed by dividing the NAVD 88
 MD0342.geopotential number by the normal gravity value computed on the
 MD0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0342.degrees latitude (g = 980.6199 gals.).
 MD0342
 MD0342.The modeled gravity was interpolated from observed gravity values.
 MD0342
 MD0342;                    North         East    Units  Estimated Accuracy
 MD0342;SPC OH N     -   199,420.      408,070.      MT  (+/- 180 meters Scaled)
 MD0342
 MD0342                          SUPERSEDED SURVEY CONTROL
 MD0342
 MD0342  NGVD 29 (??/??/92)  259.148  (m)          850.22   (f) ADJ UNCH    2 0
 MD0342
 MD0342.Superseded values are not recommended for survey control.
 MD0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0342.See file dsdata.txt to determine how the superseded data were derived.
 MD0342
 MD0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL840899(NAD 83)
 MD0342_MARKER: DB = BENCH MARK DISK
 MD0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0342_SP_SET: DRAIN BOX
 MD0342_STAMPING: J 124 1946
 MD0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0342
 MD0342  HISTORY     - Date     Condition        Report By
 MD0342  HISTORY     - 1946     MONUMENTED       CGS
 MD0342
 MD0342                          STATION DESCRIPTION
 MD0342
 MD0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 MD0342'2.7 MI W FROM EDGERTON.
 MD0342'ABOUT 2.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD0342'THE STATION AT EDGERTON, 0.4 MILE EAST OF THE OHIO-INDIANA
 MD0342'STATE LINE, 176 FEET EAST OF MILE POST B 355, AT A FIELD ROAD
 MD0342'CROSSING, 59 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 MD0342'25.5 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 6, 24 FEET
 MD0342'WEST OF THE CENTER LINE OF THE FIELD ROAD, SET IN THE TOP OF THE
 MD0342'CENTER OF THE SOUTH WALL OF A GRILL COVERED CONCRETE DRAIN BOX,
 MD0342'ABOUT 3.5 FEET BELOW THE TRACK, AND ABOUT 1 FOOT BELOW THE
 MD0342'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0583 ***********************************************************************
 LA0583  DESIGNATION -  J 125
 LA0583  PID         -  LA0583
 LA0583  STATE/COUNTY-  OH/VAN WERT
 LA0583  USGS QUAD   -  WREN (1994)
 LA0583
 LA0583                         *CURRENT SURVEY CONTROL
 LA0583  ___________________________________________________________________
 LA0583* NAD 83(1986)-  40 48 02.     (N)    084 46 30.     (W)     SCALED    
 LA0583* NAVD 88     -       247.523  (meters)     812.08   (feet)  ADJUSTED  
 LA0583  ___________________________________________________________________
 LA0583  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0583  DYNAMIC HT  -         247.413 (meters)     811.72  (feet)  COMP
 LA0583  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 LA0583
 LA0583  VERT ORDER  -  SECOND    CLASS 0
 LA0583
 LA0583.The horizontal coordinates were scaled from a topographic map and have
 LA0583.an estimated accuracy of +/- 6 seconds.
 LA0583
 LA0583.The orthometric height was determined by differential leveling
 LA0583.and adjusted by the National Geodetic Survey in June 1991..
 LA0583
 LA0583.The geoid height was determined by GEOID03.
 LA0583
 LA0583.The dynamic height is computed by dividing the NAVD 88
 LA0583.geopotential number by the normal gravity value computed on the
 LA0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0583.degrees latitude (g = 980.6199 gals.).
 LA0583
 LA0583.The modeled gravity was interpolated from observed gravity values.
 LA0583
 LA0583;                    North         East    Units  Estimated Accuracy
 LA0583;SPC OH N     -   128,420.      408,050.      MT  (+/- 180 meters Scaled)
 LA0583
 LA0583                          SUPERSEDED SURVEY CONTROL
 LA0583
 LA0583  NGVD 29 (??/??/92)  247.680  (m)          812.60   (f) ADJ UNCH    2 0
 LA0583
 LA0583.Superseded values are not recommended for survey control.
 LA0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0583.See file dsdata.txt to determine how the superseded data were derived.
 LA0583
 LA0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL876189(NAD 83)
 LA0583_MARKER: DB = BENCH MARK DISK
 LA0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0583_SP_SET: BUILDING
 LA0583_STAMPING: J 125 1947
 LA0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0583
 LA0583  HISTORY     - Date     Condition        Report By
 LA0583  HISTORY     - 1947     MONUMENTED       CGS
 LA0583
 LA0583                          STATION DESCRIPTION
 LA0583
 LA0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0583'AT WREN.
 LA0583'AT WREN, SET VERTICALLY IN THE NORTH WALL AND 1 FOOT EAST OF THE
 LA0583'NORTHWEST CORNER OF THE TOWN HALL BUILDING HOUSING THE POST
 LA0583'OFFICE, 52 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 49,
 LA0583'ABOUT 0.1 MILE NORTH OF THE CROSSING OF THE ERIE RAILROAD AND
 LA0583'THE HIGHWAY AND 2.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0724 ***********************************************************************
 LA0724  DESIGNATION -  J 126
 LA0724  PID         -  LA0724
 LA0724  STATE/COUNTY-  OH/VAN WERT
 LA0724  USGS QUAD   -  DIXON (1994)
 LA0724
 LA0724                         *CURRENT SURVEY CONTROL
 LA0724  ___________________________________________________________________
 LA0724* NAD 83(1986)-  40 58 07.     (N)    084 45 02.     (W)     SCALED    
 LA0724* NAVD 88     -       236.152  (meters)     774.78   (feet)  ADJUSTED  
 LA0724  ___________________________________________________________________
 LA0724  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 LA0724  DYNAMIC HT  -         236.053 (meters)     774.45  (feet)  COMP
 LA0724  MODELED GRAV-     980,195.2   (mgal)                       NAVD 88
 LA0724
 LA0724  VERT ORDER  -  SECOND    CLASS 0
 LA0724
 LA0724.The horizontal coordinates were scaled from a topographic map and have
 LA0724.an estimated accuracy of +/- 6 seconds.
 LA0724
 LA0724.The orthometric height was determined by differential leveling
 LA0724.and adjusted by the National Geodetic Survey in June 1991..
 LA0724
 LA0724.The geoid height was determined by GEOID03.
 LA0724
 LA0724.The dynamic height is computed by dividing the NAVD 88
 LA0724.geopotential number by the normal gravity value computed on the
 LA0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0724.degrees latitude (g = 980.6199 gals.).
 LA0724
 LA0724.The modeled gravity was interpolated from observed gravity values.
 LA0724
 LA0724;                    North         East    Units  Estimated Accuracy
 LA0724;SPC OH N     -   147,020.      410,590.      MT  (+/- 180 meters Scaled)
 LA0724
 LA0724                          SUPERSEDED SURVEY CONTROL
 LA0724
 LA0724  NGVD 29 (??/??/92)  236.309  (m)          775.29   (f) ADJ UNCH    2 0
 LA0724
 LA0724.Superseded values are not recommended for survey control.
 LA0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0724.See file dsdata.txt to determine how the superseded data were derived.
 LA0724
 LA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL892377(NAD 83)
 LA0724_MARKER: DB = BENCH MARK DISK
 LA0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0724_STAMPING: J 126 1947
 LA0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0724+STABILITY: SURFACE MOTION
 LA0724
 LA0724  HISTORY     - Date     Condition        Report By
 LA0724  HISTORY     - 1947     MONUMENTED       CGS
 LA0724
 LA0724                          STATION DESCRIPTION
 LA0724
 LA0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0724'4.8 MI NW FROM CONVOY.
 LA0724'ABOUT 3.1 MILES NORTHWEST ALONG STATE HIGHWAY 49 FROM THE POST
 LA0724'OFFICE AT CONVORY, THENCE ABOUT 1.65 MILES NORTHWEST ALONG U.S.
 LA0724'HIGHWAY 30, ABOUT 0.7 MILE SOUTHEAST OF AN EAST-WEST CROSS ROAD,
 LA0724'0.35 MILE NORTHWEST OF A NORTH-SOUTH CROSS ROAD, AT A FENCE CORNER,
 LA0724'40 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12.5 FEET
 LA0724'NORTH OF THE FENCE CORNER, 12 FEET NORTH OF TELEPHONE POLE T 857,
 LA0724'1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE, 2 FEET NORTH OF A
 LA0724'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND
 LA0724'SET IN THE TOP OF A CONCRTE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0606 ***********************************************************************
 LA0606  DESIGNATION -  J 127
 LA0606  PID         -  LA0606
 LA0606  STATE/COUNTY-  OH/MERCER
 LA0606  USGS QUAD   -  WILLSHIRE (1960)
 LA0606
 LA0606                         *CURRENT SURVEY CONTROL
 LA0606  ___________________________________________________________________
 LA0606* NAD 83(1986)-  40 37 35.     (N)    084 47 06.     (W)     SCALED    
 LA0606* NAVD 88     -       255.783  (meters)     839.18   (feet)  ADJUSTED  
 LA0606  ___________________________________________________________________
 LA0606  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 LA0606  DYNAMIC HT  -         255.663 (meters)     838.79  (feet)  COMP
 LA0606  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 LA0606
 LA0606  VERT ORDER  -  SECOND    CLASS 0
 LA0606
 LA0606.The horizontal coordinates were scaled from a topographic map and have
 LA0606.an estimated accuracy of +/- 6 seconds.
 LA0606
 LA0606.The orthometric height was determined by differential leveling
 LA0606.and adjusted by the National Geodetic Survey in June 1991..
 LA0606
 LA0606.The geoid height was determined by GEOID03.
 LA0606
 LA0606.The dynamic height is computed by dividing the NAVD 88
 LA0606.geopotential number by the normal gravity value computed on the
 LA0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0606.degrees latitude (g = 980.6199 gals.).
 LA0606
 LA0606.The modeled gravity was interpolated from observed gravity values.
 LA0606
 LA0606;                    North         East    Units  Estimated Accuracy
 LA0606;SPC OH N     -   109,110.      406,700.      MT  (+/- 180 meters Scaled)
 LA0606
 LA0606                          SUPERSEDED SURVEY CONTROL
 LA0606
 LA0606  NGVD 29 (??/??/92)  255.939  (m)          839.69   (f) ADJ UNCH    2 0
 LA0606
 LA0606.Superseded values are not recommended for survey control.
 LA0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0606.See file dsdata.txt to determine how the superseded data were derived.
 LA0606
 LA0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK873996(NAD 83)
 LA0606_MARKER: DB = BENCH MARK DISK
 LA0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0606_SP_SET: ABUTMENT
 LA0606_STAMPING: J 127 1947
 LA0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0606
 LA0606  HISTORY     - Date     Condition        Report By
 LA0606  HISTORY     - 1947     MONUMENTED       CGS
 LA0606
 LA0606                          STATION DESCRIPTION
 LA0606
 LA0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0606'0.9 MI S FROM CHATTANOOGA.
 LA0606'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 49 FROM THE METHODIST
 LA0606'CHURCH AT CHATTANOOGA, AT THE JUNCTION OF A ROAD LEADING EAST,
 LA0606'170 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 17 FEET EAST
 LA0606'OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF THE EAST
 LA0606'END OF THE NORTH ABUTMENT OF A 20-FOOT CONCRETE BRIDGE AND ABOUT
 LA0606'0.5 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0550 ***********************************************************************
 LA0550  DESIGNATION -  J 128
 LA0550  PID         -  LA0550
 LA0550  STATE/COUNTY-  OH/MERCER
 LA0550  USGS QUAD   -  ERASTUS (1980)
 LA0550
 LA0550                         *CURRENT SURVEY CONTROL
 LA0550  ___________________________________________________________________
 LA0550* NAD 83(1986)-  40 32 44.     (N)    084 44 30.     (W)     SCALED    
 LA0550* NAVD 88     -       264.021  (meters)     866.21   (feet)  ADJUSTED  
 LA0550  ___________________________________________________________________
 LA0550  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 LA0550  DYNAMIC HT  -         263.896 (meters)     865.80  (feet)  COMP
 LA0550  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 LA0550
 LA0550  VERT ORDER  -  SECOND    CLASS 0
 LA0550
 LA0550.The horizontal coordinates were scaled from a topographic map and have
 LA0550.an estimated accuracy of +/- 6 seconds.
 LA0550
 LA0550.The orthometric height was determined by differential leveling
 LA0550.and adjusted by the National Geodetic Survey in June 1991..
 LA0550
 LA0550.The geoid height was determined by GEOID03.
 LA0550
 LA0550.The dynamic height is computed by dividing the NAVD 88
 LA0550.geopotential number by the normal gravity value computed on the
 LA0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0550.degrees latitude (g = 980.6199 gals.).
 LA0550
 LA0550.The modeled gravity was interpolated from observed gravity values.
 LA0550
 LA0550;                    North         East    Units  Estimated Accuracy
 LA0550;SPC OH N     -   100,040.      410,130.      MT  (+/- 180 meters Scaled)
 LA0550
 LA0550                          SUPERSEDED SURVEY CONTROL
 LA0550
 LA0550  NGVD 29 (??/??/92)  264.177  (m)          866.72   (f) ADJ UNCH    2 0
 LA0550
 LA0550.Superseded values are not recommended for survey control.
 LA0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0550.See file dsdata.txt to determine how the superseded data were derived.
 LA0550
 LA0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK912907(NAD 83)
 LA0550_MARKER: DB = BENCH MARK DISK
 LA0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LA0550_SP_SET: RAIL POST
 LA0550_STAMPING: J 128 1947
 LA0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA0550
 LA0550  HISTORY     - Date     Condition        Report By
 LA0550  HISTORY     - 1947     MONUMENTED       CGS
 LA0550
 LA0550                          STATION DESCRIPTION
 LA0550
 LA0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0550'0.4 MI E FROM WABASH.
 LA0550'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 29 FROM THE CROSSROADS
 LA0550'AT WABASH, IN THE TOP OF THE CENTER OF THE WEST END CONCRETE
 LA0550'RAIL POST OF THE NORTH CONCRETE RAIL OF A 120-FOOT CONCRETE
 LA0550'AND STEEL BRIDGE OVER THE WABASH RIVER, 14 FEET NORTH OF AND
 LA0550'ABOUT 4 FEET ABOVE THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0455 ***********************************************************************
 LA0455  DESIGNATION -  J 129
 LA0455  PID         -  LA0455
 LA0455  STATE/COUNTY-  OH/DARKE
 LA0455  USGS QUAD   -  GREENVILLE EAST (1984)
 LA0455
 LA0455                         *CURRENT SURVEY CONTROL
 LA0455  ___________________________________________________________________
 LA0455* NAD 83(1986)-  40 07 15.     (N)    084 37 19.     (W)     SCALED    
 LA0455* NAVD 88     -       325.288  (meters)    1067.22   (feet)  ADJUSTED  
 LA0455  ___________________________________________________________________
 LA0455  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LA0455  DYNAMIC HT  -         325.114 (meters)    1066.64  (feet)  COMP
 LA0455  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 LA0455
 LA0455  VERT ORDER  -  SECOND    CLASS 0
 LA0455
 LA0455.The horizontal coordinates were scaled from a topographic map and have
 LA0455.an estimated accuracy of +/- 6 seconds.
 LA0455
 LA0455.The orthometric height was determined by differential leveling
 LA0455.and adjusted by the National Geodetic Survey in June 1991..
 LA0455
 LA0455.The geoid height was determined by GEOID03.
 LA0455
 LA0455.The dynamic height is computed by dividing the NAVD 88
 LA0455.geopotential number by the normal gravity value computed on the
 LA0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0455.degrees latitude (g = 980.6199 gals.).
 LA0455
 LA0455.The modeled gravity was interpolated from observed gravity values.
 LA0455
 LA0455;                    North         East    Units  Estimated Accuracy
 LA0455;SPC OH S     -   237,580.      419,130.      MT  (+/- 180 meters Scaled)
 LA0455
 LA0455                          SUPERSEDED SURVEY CONTROL
 LA0455
 LA0455  NGVD 29 (??/??/92)  325.437  (m)         1067.70   (f) ADJ UNCH    2 0
 LA0455
 LA0455.Superseded values are not recommended for survey control.
 LA0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0455.See file dsdata.txt to determine how the superseded data were derived.
 LA0455
 LA0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK026438(NAD 83)
 LA0455_MARKER: DB = BENCH MARK DISK
 LA0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0455_STAMPING: J 129 1947
 LA0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0455+STABILITY: SURFACE MOTION
 LA0455
 LA0455  HISTORY     - Date     Condition        Report By
 LA0455  HISTORY     - 1947     MONUMENTED       CGS
 LA0455
 LA0455                          STATION DESCRIPTION
 LA0455
 LA0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0455'1.6 MI NE FROM GREENVILLE.
 LA0455'ABOUT 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 127 FROM THE CITY
 LA0455'HALL AT GREENVILLE, AT THE ENTRANCE TO THE TREATY CITY AIRPORT,
 LA0455'41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 12.3 FEET WEST
 LA0455'OF THE SOUTHWEST OF A CONCRETE BLOCK HANGAR BUILDING, 29 FEET
 LA0455'NORTH OF THE CENTER LINE OF THE DRIVE WAY, 8.5 FEET NORTHEAST
 LA0455'OF A TELEPHONE POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 LA0455'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LA0455'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0021 ***********************************************************************
 MC0021  DESIGNATION -  J 13
 MC0021  PID         -  MC0021
 MC0021  STATE/COUNTY-  OH/LORAIN
 MC0021  USGS QUAD   -  AVON (1979)
 MC0021
 MC0021                         *CURRENT SURVEY CONTROL
 MC0021  ___________________________________________________________________
 MC0021* NAD 83(1986)-  41 28 42.     (N)    082 01 07.     (W)     SCALED    
 MC0021* NAVD 88     -       191.740  (meters)     629.07   (feet)  ADJUSTED  
 MC0021  ___________________________________________________________________
 MC0021  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 MC0021  DYNAMIC HT  -         191.665 (meters)     628.82  (feet)  COMP
 MC0021  MODELED GRAV-     980,231.2   (mgal)                       NAVD 88
 MC0021
 MC0021  VERT ORDER  -  SECOND    CLASS 0
 MC0021
 MC0021.The horizontal coordinates were scaled from a topographic map and have
 MC0021.an estimated accuracy of +/- 6 seconds.
 MC0021
 MC0021.The orthometric height was determined by differential leveling
 MC0021.and adjusted by the National Geodetic Survey in June 1991..
 MC0021
 MC0021.The geoid height was determined by GEOID03.
 MC0021
 MC0021.The dynamic height is computed by dividing the NAVD 88
 MC0021.geopotential number by the normal gravity value computed on the
 MC0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0021.degrees latitude (g = 980.6199 gals.).
 MC0021
 MC0021.The modeled gravity was interpolated from observed gravity values.
 MC0021
 MC0021;                    North         East    Units  Estimated Accuracy
 MC0021;SPC OH N     -   201,290.      640,210.      MT  (+/- 180 meters Scaled)
 MC0021
 MC0021                          SUPERSEDED SURVEY CONTROL
 MC0021
 MC0021  NGVD 29 (??/??/92)  191.936  (m)          629.71   (f) ADJ UNCH    2 0
 MC0021
 MC0021.Superseded values are not recommended for survey control.
 MC0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0021.See file dsdata.txt to determine how the superseded data were derived.
 MC0021
 MC0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF149923(NAD 83)
 MC0021_MARKER: DB = BENCH MARK DISK
 MC0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0021_STAMPING: J 13 1934
 MC0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0021+STABILITY: SURFACE MOTION
 MC0021
 MC0021  HISTORY     - Date     Condition        Report By
 MC0021  HISTORY     - 1934     MONUMENTED       CGS
 MC0021  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0021  HISTORY     - 1987     MARK NOT FOUND   OHDT
 MC0021  HISTORY     - 19951124 MARK NOT FOUND   USPSQD
 MC0021
 MC0021                          STATION DESCRIPTION
 MC0021
 MC0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0021'AT AVON.
 MC0021'AT AVON, LORAIN COUNTY, ON THE NEW YORK, CHICAGO AND ST. LOUIS
 MC0021'RAILROAD, 23 YARDS SOUTH OF THE STATION, 55 YARDS EAST OF AVON
 MC0021'CENTER ROAD, 32 YARDS SOUTH OF THE SOUTH RAIL, 20 FEET SOUTH
 MC0021'OF THE CENTERLINE OF A DIRT ROAD, AND ABOUT 5 FEET BELOW THE BASE
 MC0021'OF THE RAIL.  A STANDARD DISK, STAMPED J 13 1934 AND SET IN
 MC0021'THE TOP OF A CONCRETE POST.
 MC0021
 MC0021                          STATION RECOVERY (1980)
 MC0021
 MC0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0021'NOT RECOVERED, THE AREA DESCRIBED IS NOW A PARKING LOT FOR U-HAUL.
 MC0021
 MC0021                          STATION RECOVERY (1987)
 MC0021
 MC0021'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0021'MARK NOT FOUND.
 MC0021
 MC0021                          STATION RECOVERY (1995)
 MC0021
 MC0021'RECOVERY NOTE BY US POWER SQUADRON 1995
 MC0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1276 ***********************************************************************
 JZ1276  DESIGNATION -  J 130
 JZ1276  PID         -  JZ1276
 JZ1276  STATE/COUNTY-  OH/PREBLE
 JZ1276  USGS QUAD   -  NEW PARIS (1981)
 JZ1276
 JZ1276                         *CURRENT SURVEY CONTROL
 JZ1276  ___________________________________________________________________
 JZ1276* NAD 83(1986)-  39 51 46.     (N)    084 45 40.     (W)     SCALED    
 JZ1276* NAVD 88     -       360.044  (meters)    1181.24   (feet)  ADJUSTED  
 JZ1276  ___________________________________________________________________
 JZ1276  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JZ1276  DYNAMIC HT  -         359.833 (meters)    1180.55  (feet)  COMP
 JZ1276  MODELED GRAV-     980,030.8   (mgal)                       NAVD 88
 JZ1276
 JZ1276  VERT ORDER  -  SECOND    CLASS 0
 JZ1276
 JZ1276.The horizontal coordinates were scaled from a topographic map and have
 JZ1276.an estimated accuracy of +/- 6 seconds.
 JZ1276
 JZ1276.The orthometric height was determined by differential leveling
 JZ1276.and adjusted by the National Geodetic Survey in June 1991..
 JZ1276
 JZ1276.The geoid height was determined by GEOID03.
 JZ1276
 JZ1276.The dynamic height is computed by dividing the NAVD 88
 JZ1276.geopotential number by the normal gravity value computed on the
 JZ1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1276.degrees latitude (g = 980.6199 gals.).
 JZ1276
 JZ1276.The modeled gravity was interpolated from observed gravity values.
 JZ1276
 JZ1276;                    North         East    Units  Estimated Accuracy
 JZ1276;SPC OH S     -   209,220.      406,560.      MT  (+/- 180 meters Scaled)
 JZ1276
 JZ1276                          SUPERSEDED SURVEY CONTROL
 JZ1276
 JZ1276  NGVD 29 (??/??/92)  360.190  (m)         1181.72   (f) ADJ UNCH    2 0
 JZ1276
 JZ1276.Superseded values are not recommended for survey control.
 JZ1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1276.See file dsdata.txt to determine how the superseded data were derived.
 JZ1276
 JZ1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFK915149(NAD 83)
 JZ1276_MARKER: DB = BENCH MARK DISK
 JZ1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1276_STAMPING: J 130 1947
 JZ1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1276+STABILITY: SURFACE MOTION
 JZ1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ1276+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 JZ1276
 JZ1276  HISTORY     - Date     Condition        Report By
 JZ1276  HISTORY     - 1947     MONUMENTED       CGS
 JZ1276  HISTORY     - 20030416 GOOD             GEOCAC
 JZ1276
 JZ1276                          STATION DESCRIPTION
 JZ1276
 JZ1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1276'1.5 MI E FROM NEW PARIS.
 JZ1276'1.5 MILES EAST ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT NEW
 JZ1276'PARIS, AT A CROSS ROAD, 54 FEET EAST OF THE CENTER LINE OF THE
 JZ1276'NORTH-SOUTH CROSS ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE
 JZ1276'EAST-WEST ROAD, 36.5 FEET EAST OF A ROUND CONCRETE FENCE CORNER POST,
 JZ1276'1 FOOT SOUTH OF A WIRE FENCE, 2 FEET WEST OF A WHITE WOODEN
 JZ1276'WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 JZ1276'CONCRETE POST PROJECTING 4 INCHES.
 JZ1276
 JZ1276                          STATION RECOVERY (2003)
 JZ1276
 JZ1276'RECOVERY NOTE BY GEOCACHING 2003 (WJR)
 JZ1276'EAST-WEST ROAD IS HAWLEY MILLS ROAD.  NORTH-SOUTH ROAD IS SCHOOL LANE
 JZ1276'ROAD.  WOODEN WITNESS POST IS GONE, BUT MARK IS ADJACENT TO METAL
 JZ1276'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0323 ***********************************************************************
 LA0323  DESIGNATION -  J 131
 LA0323  PID         -  LA0323
 LA0323  STATE/COUNTY-  OH/DARKE
 LA0323  USGS QUAD   -  ROSSBURG (1961)
 LA0323
 LA0323                         *CURRENT SURVEY CONTROL
 LA0323  ___________________________________________________________________
 LA0323* NAD 83(1986)-  40 16 46.     (N)    084 39 56.     (W)     SCALED    
 LA0323* NAVD 88     -       332.603  (meters)    1091.21   (feet)  ADJUSTED  
 LA0323  ___________________________________________________________________
 LA0323  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LA0323  DYNAMIC HT  -         332.433 (meters)    1090.66  (feet)  COMP
 LA0323  MODELED GRAV-     980,105.1   (mgal)                       NAVD 88
 LA0323
 LA0323  VERT ORDER  -  SECOND    CLASS 0
 LA0323
 LA0323.The horizontal coordinates were scaled from a topographic map and have
 LA0323.an estimated accuracy of +/- 6 seconds.
 LA0323
 LA0323.The orthometric height was determined by differential leveling
 LA0323.and adjusted by the National Geodetic Survey in June 1991..
 LA0323
 LA0323.The geoid height was determined by GEOID03.
 LA0323
 LA0323.The dynamic height is computed by dividing the NAVD 88
 LA0323.geopotential number by the normal gravity value computed on the
 LA0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0323.degrees latitude (g = 980.6199 gals.).
 LA0323
 LA0323.The modeled gravity was interpolated from observed gravity values.
 LA0323
 LA0323;                    North         East    Units  Estimated Accuracy
 LA0323;SPC OH S     -   255,270.      415,840.      MT  (+/- 180 meters Scaled)
 LA0323
 LA0323                          SUPERSEDED SURVEY CONTROL
 LA0323
 LA0323  NGVD 29 (??/??/92)  332.752  (m)         1091.70   (f) ADJ UNCH    2 0
 LA0323
 LA0323.Superseded values are not recommended for survey control.
 LA0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0323.See file dsdata.txt to determine how the superseded data were derived.
 LA0323
 LA0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFK984613(NAD 83)
 LA0323_MARKER: DB = BENCH MARK DISK
 LA0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LA0323_STAMPING: J 131 1947
 LA0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0323+STABILITY: SURFACE MOTION
 LA0323
 LA0323  HISTORY     - Date     Condition        Report By
 LA0323  HISTORY     - 1947     MONUMENTED       CGS
 LA0323
 LA0323                          STATION DESCRIPTION
 LA0323
 LA0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 LA0323'1.4 MI W FROM ROSSBURG.
 LA0323'ABOUT 1.4 MILES WEST ALONG THE LIGHTSVILLE ROAD FROM THE NEW YORK
 LA0323'CENTRAL RAILROAD STATION AT ROSSBURG, ABOUT 0.55 MILE EAST OF A
 LA0323'CROSS ROAD AND CEMETERY, AT A SMALL BRICK SCHOOL, 205 FEET
 LA0323'WEST-NORTHWEST OF THE NORTH END OF A 12-INCH CORRUGATED PIPE CULVERT,
 LA0323'63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 35 FEET
 LA0323'NORTH OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH OF A FENCE
 LA0323'CORNER POST, 1 FOOT WEST OF THE FENCE LINE, 2 FEET SOUTH OF A
 LA0323'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 LA0323'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1372 ***********************************************************************
 JZ1372  DESIGNATION -  J 132 RESET
 JZ1372  PID         -  JZ1372
 JZ1372  STATE/COUNTY-  OH/PREBLE
 JZ1372  USGS QUAD   -  NEW MADISON (1984)
 JZ1372
 JZ1372                         *CURRENT SURVEY CONTROL
 JZ1372  ___________________________________________________________________
 JZ1372* NAD 83(1986)-  39 53 27.     (N)    084 37 38.     (W)     SCALED    
 JZ1372* NAVD 88     -       329.91   (+/-2cm)    1082.4    (feet)  VERTCON   
 JZ1372  ___________________________________________________________________
 JZ1372  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JZ1372
 JZ1372  VERT ORDER  -  THIRD (See Below)
 JZ1372
 JZ1372.The horizontal coordinates were scaled from a topographic map and have
 JZ1372.an estimated accuracy of +/- 6 seconds.
 JZ1372
 JZ1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ1372.The vertical order pertains to the NGVD 29 superseded value.
 JZ1372
 JZ1372.The geoid height was determined by GEOID03.
 JZ1372
 JZ1372;                    North         East    Units  Estimated Accuracy
 JZ1372;SPC OH S     -   212,060.      418,080.      MT  (+/- 180 meters Scaled)
 JZ1372
 JZ1372                          SUPERSEDED SURVEY CONTROL
 JZ1372
 JZ1372  NGVD 29 (??/??/??)  330.06   (m)         1082.9    (f) RESET       3  
 JZ1372
 JZ1372.Superseded values are not recommended for survey control.
 JZ1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1372.See file dsdata.txt to determine how the superseded data were derived.
 JZ1372
 JZ1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK028183(NAD 83)
 JZ1372_MARKER: DB = BENCH MARK DISK
 JZ1372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1372_SP_SET: BRIDGE
 JZ1372_STAMPING: J 132 RESET 1961
 JZ1372_MARK LOGO: CGS   
 JZ1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1372
 JZ1372  HISTORY     - Date     Condition        Report By
 JZ1372  HISTORY     - 1961     MONUMENTED       OHHD
 JZ1372
 JZ1372                          STATION DESCRIPTION
 JZ1372
 JZ1372'DESCRIBED BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1961
 JZ1372'0.8 MI S FROM WEST MANCHESTER.
 JZ1372'0.8 MILE SOUTH ALONG U.S. HIGHWAY 127 FROM THE POST OFFICE AT WEST
 JZ1372'MANCHESTER, ABOUT 0.3 MILE SOUTH OF A CROSS ROAD, 36.0 FEET WEST
 JZ1372'OF THE CENTERLINE OF HIGHWAY 127, 1.5 FEET NORTH OF NORTH PIPE,
 JZ1372'1.6 FEET SOUTH OF NORTH EDGE OF HEADWALL, AND SET IN THE TOP
 JZ1372'OF NORTH SECTION OF WEST HEADWALL, 6.5 FEET BELOW THE LEVEL OF
 JZ1372'HIGHWAY 127.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1357 ***********************************************************************
 JZ1357  DESIGNATION -  J 133
 JZ1357  PID         -  JZ1357
 JZ1357  STATE/COUNTY-  OH/PREBLE
 JZ1357  USGS QUAD   -  EATON SOUTH (1987)
 JZ1357
 JZ1357                         *CURRENT SURVEY CONTROL
 JZ1357  ___________________________________________________________________
 JZ1357* NAD 83(1986)-  39 37 45.     (N)    084 39 09.     (W)     SCALED    
 JZ1357* NAVD 88     -       258.765  (meters)     848.96   (feet)  ADJUSTED  
 JZ1357  ___________________________________________________________________
 JZ1357  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JZ1357  DYNAMIC HT  -         258.619 (meters)     848.49  (feet)  COMP
 JZ1357  MODELED GRAV-     980,054.5   (mgal)                       NAVD 88
 JZ1357
 JZ1357  VERT ORDER  -  SECOND    CLASS 0
 JZ1357
 JZ1357.The horizontal coordinates were scaled from a topographic map and have
 JZ1357.an estimated accuracy of +/- 6 seconds.
 JZ1357
 JZ1357.The orthometric height was determined by differential leveling
 JZ1357.and adjusted by the National Geodetic Survey in June 1991..
 JZ1357
 JZ1357.The geoid height was determined by GEOID03.
 JZ1357
 JZ1357.The dynamic height is computed by dividing the NAVD 88
 JZ1357.geopotential number by the normal gravity value computed on the
 JZ1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1357.degrees latitude (g = 980.6199 gals.).
 JZ1357
 JZ1357.The modeled gravity was interpolated from observed gravity values.
 JZ1357
 JZ1357;                    North         East    Units  Estimated Accuracy
 JZ1357;SPC OH S     -   183,060.      415,230.      MT  (+/- 180 meters Scaled)
 JZ1357
 JZ1357                          SUPERSEDED SURVEY CONTROL
 JZ1357
 JZ1357  NGVD 29 (??/??/92)  258.934  (m)          849.52   (f) ADJ UNCH    2 0
 JZ1357
 JZ1357.Superseded values are not recommended for survey control.
 JZ1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1357.See file dsdata.txt to determine how the superseded data were derived.
 JZ1357
 JZ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ014892(NAD 83)
 JZ1357_MARKER: DB = BENCH MARK DISK
 JZ1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ1357_STAMPING: J 133 1947
 JZ1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ1357+STABILITY: SURFACE MOTION
 JZ1357
 JZ1357  HISTORY     - Date     Condition        Report By
 JZ1357  HISTORY     - 1947     MONUMENTED       CGS
 JZ1357  HISTORY     - 1960     MARK NOT FOUND   USGS
 JZ1357
 JZ1357                          STATION DESCRIPTION
 JZ1357
 JZ1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ1357'AT CAMDEN.
 JZ1357'AT CAMDEN, ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 725 FROM ITS
 JZ1357'INTERSECTION WITH U.S. HIGHWAY 127, AT THE Y JUNCTION OF SUGAR
 JZ1357'VALLEY DRIVE LEADING NORTHWEST, 41 FEET NORTH OF THE CENTER LINE
 JZ1357'OF THE HIGHWAY (WEST CENTRAL AVENUE), 29 FEET NORTHEAST OF THE
 JZ1357'CENTER LINE OF SUGAR VALLEY DRIVE, 19.5 FEET NORTHWEST OF POWER
 JZ1357'POLE NO. 123/260, 1 FOOT SOUTHWEST OF A WIRE FENCE, 2 FEET
 JZ1357'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 JZ1357'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JZ1357'NOTE-- COULD HAVE BEEN DESTROYED IN CONSTRUCTION OF NEW U.S.
 JZ1357'HIGHWAY 127.
 JZ1357
 JZ1357                          STATION RECOVERY (1960)
 JZ1357
 JZ1357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JZ1357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ1006 ***********************************************************************
 JZ1006  DESIGNATION -  J 135
 JZ1006  PID         -  JZ1006
 JZ1006  STATE/COUNTY-  OH/BUTLER
 JZ1006  USGS QUAD   -  HAMILTON (1988)
 JZ1006
 JZ1006                         *CURRENT SURVEY CONTROL
 JZ1006  ___________________________________________________________________
 JZ1006* NAD 83(1986)-  39 27 27.     (N)    084 32 15.     (W)     SCALED    
 JZ1006* NAVD 88     -       185.326  (meters)     608.02   (feet)  ADJUSTED  
 JZ1006  ___________________________________________________________________
 JZ1006  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JZ1006  DYNAMIC HT  -         185.222 (meters)     607.68  (feet)  COMP
 JZ1006  MODELED GRAV-     980,062.3   (mgal)                       NAVD 88
 JZ1006
 JZ1006  VERT ORDER  -  SECOND    CLASS 0
 JZ1006
 JZ1006.The horizontal coordinates were scaled from a topographic map and have
 JZ1006.an estimated accuracy of +/- 6 seconds.
 JZ1006
 JZ1006.The orthometric height was determined by differential leveling
 JZ1006.and adjusted by the National Geodetic Survey in June 1991..
 JZ1006
 JZ1006.The geoid height was determined by GEOID03.
 JZ1006
 JZ1006.The dynamic height is computed by dividing the NAVD 88
 JZ1006.geopotential number by the normal gravity value computed on the
 JZ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ1006.degrees latitude (g = 980.6199 gals.).
 JZ1006
 JZ1006.The modeled gravity was interpolated from observed gravity values.
 JZ1006
 JZ1006;                    North         East    Units  Estimated Accuracy
 JZ1006;SPC OH S     -   163,780.      424,670.      MT  (+/- 180 meters Scaled)
 JZ1006
 JZ1006                          SUPERSEDED SURVEY CONTROL
 JZ1006
 JZ1006  NGVD 29 (??/??/92)  185.507  (m)          608.62   (f) ADJ UNCH    2 0
 JZ1006
 JZ1006.Superseded values are not recommended for survey control.
 JZ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ1006.See file dsdata.txt to determine how the superseded data were derived.
 JZ1006
 JZ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ118704(NAD 83)
 JZ1006_MARKER: DD = SURVEY DISK
 JZ1006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ1006_SP_SET: ABUTMENT
 JZ1006_STAMPING: J 135 1947
 JZ1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ1006
 JZ1006  HISTORY     - Date     Condition        Report By
 JZ1006  HISTORY     - 1947     MONUMENTED       OHGS
 JZ1006  HISTORY     - 1947     GOOD             NGS
 JZ1006  HISTORY     - 20020626 GOOD             BUTCOE
 JZ1006
 JZ1006                          STATION DESCRIPTION
 JZ1006
 JZ1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JZ1006'1.8 MI SE FROM SEVEN MILE.
 JZ1006'1.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 127 FROM THE SCHOOL
 JZ1006'AT SEVEN MILE, SET IN THE TOP OF THE SOUTHWEST END OF THE
 JZ1006'SOUTHEAST ABUTMENT OF 70-FOOT PENNSYLVANIA RAILROAD BRIDGE NO.
 JZ1006'35/40, OPPOSITE A HIGHWAY BRIDGE, 108 FEET SOUTHWEST AND ACROSS
 JZ1006'THE TRACK FROM THE CENTER LINE OF THE HIGHWAY, 15.5 FEET
 JZ1006'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 3 FEET NORTHEAST
 JZ1006'OF THE SOUTHWEST END OF THE ABUTMENT AND ABOUT 4 FEET BELOW THE
 JZ1006'TRACK.  FOUND UN-STAMPED AND ASSIGNED OUR NEXT DESIGNATION.
 JZ1006
 JZ1006                          STATION RECOVERY (2002)
 JZ1006
 JZ1006'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0180 ***********************************************************************
 JZ0180  DESIGNATION -  J 136
 JZ0180  PID         -  JZ0180
 JZ0180  STATE/COUNTY-  OH/PREBLE
 JZ0180  USGS QUAD   -  FARMERSVILLE (1984)
 JZ0180
 JZ0180                         *CURRENT SURVEY CONTROL
 JZ0180  ___________________________________________________________________
 JZ0180* NAD 83(1986)-  39 41 21.     (N)    084 28 52.     (W)     SCALED    
 JZ0180* NAVD 88     -       267.812  (meters)     878.65   (feet)  ADJUSTED  
 JZ0180  ___________________________________________________________________
 JZ0180  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 JZ0180  DYNAMIC HT  -         267.658 (meters)     878.14  (feet)  COMP
 JZ0180  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 JZ0180
 JZ0180  VERT ORDER  -  SECOND    CLASS 0
 JZ0180
 JZ0180.The horizontal coordinates were scaled from a topographic map and have
 JZ0180.an estimated accuracy of +/- 6 seconds.
 JZ0180
 JZ0180.The orthometric height was determined by differential leveling
 JZ0180.and adjusted by the National Geodetic Survey in June 1991..
 JZ0180
 JZ0180.The geoid height was determined by GEOID03.
 JZ0180
 JZ0180.The dynamic height is computed by dividing the NAVD 88
 JZ0180.geopotential number by the normal gravity value computed on the
 JZ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0180.degrees latitude (g = 980.6199 gals.).
 JZ0180
 JZ0180.The modeled gravity was interpolated from observed gravity values.
 JZ0180
 JZ0180;                    North         East    Units  Estimated Accuracy
 JZ0180;SPC OH S     -   189,390.      430,080.      MT  (+/- 180 meters Scaled)
 JZ0180
 JZ0180                          SUPERSEDED SURVEY CONTROL
 JZ0180
 JZ0180  NGVD 29 (??/??/92)  267.984  (m)          879.21   (f) ADJ UNCH    2 0
 JZ0180
 JZ0180.Superseded values are not recommended for survey control.
 JZ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0180.See file dsdata.txt to determine how the superseded data were derived.
 JZ0180
 JZ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ159962(NAD 83)
 JZ0180_MARKER: DB = BENCH MARK DISK
 JZ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0180_STAMPING: J 136 1947
 JZ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0180+STABILITY: SURFACE MOTION
 JZ0180
 JZ0180  HISTORY     - Date     Condition        Report By
 JZ0180  HISTORY     - 1947     MONUMENTED       CGS
 JZ0180  HISTORY     - 20041118 MARK NOT FOUND   INDIV
 JZ0180
 JZ0180                          STATION DESCRIPTION
 JZ0180
 JZ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0180'6.6 MI NE FROM GRATIS.
 JZ0180'2.85 MILES EAST ALONG STATE HIGHWAY 725 FROM THE POST OFFICE AT
 JZ0180'GRATIS, THENCE ABOUT 3.75 MILES NORTH ALONG THE PREBLE-MONTGOMERY
 JZ0180'COUNTY LINE ROAD, ABOUT 0.7 MILE SOUTH OF THE JUNCTION OF
 JZ0180'FARMERSVILLE-GRATIS ROAD LEADING EAST, ABOUT 0.15 MILE NORTH OF A
 JZ0180'NARROW BRIDGE, ABOUT 0.1 MILE SOUTH OF A NARROW BRIDGE, 157 FEET
 JZ0180'NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST TO A
 JZ0180'FARM, 18 FEET WEST OF THE CENTER LINE OF THE COUNTY LINE ROAD,
 JZ0180'1 FOOT EAST OF THE FENCE LINE, 135 FEET NORTH OF A FENCE CORNER,
 JZ0180'3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 JZ0180'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JZ0180'IN.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT WEST
 JZ0180'ALEXANDRIA, PREBLE COUNTY, BY GOING ABOUT 2.75 MILES EAST ALONG
 JZ0180'U.S. HIGHWAY 35, THENCE ABOUT 3.95 MILES SOUTH ALONG THE
 JZ0180'PREBLE-MONTGOMERY CO. LINE ROAD.
 JZ0180
 JZ0180                          STATION RECOVERY (2004)
 JZ0180
 JZ0180'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0434 ***********************************************************************
 JZ0434  DESIGNATION -  J 137
 JZ0434  PID         -  JZ0434
 JZ0434  STATE/COUNTY-  OH/BUTLER
 JZ0434  USGS QUAD   -  TRENTON (1987)
 JZ0434
 JZ0434                         *CURRENT SURVEY CONTROL
 JZ0434  ___________________________________________________________________
 JZ0434* NAD 83(1986)-  39 29 20.     (N)    084 24 21.     (W)     SCALED    
 JZ0434* NAVD 88     -       197.261  (meters)     647.18   (feet)  ADJUSTED  
 JZ0434  ___________________________________________________________________
 JZ0434  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JZ0434  DYNAMIC HT  -         197.147 (meters)     646.81  (feet)  COMP
 JZ0434  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 JZ0434
 JZ0434  VERT ORDER  -  FIRST     CLASS II
 JZ0434
 JZ0434.The horizontal coordinates were scaled from a topographic map and have
 JZ0434.an estimated accuracy of +/- 6 seconds.
 JZ0434
 JZ0434.The orthometric height was determined by differential leveling
 JZ0434.and adjusted by the National Geodetic Survey in June 1991..
 JZ0434
 JZ0434.The geoid height was determined by GEOID03.
 JZ0434
 JZ0434.The dynamic height is computed by dividing the NAVD 88
 JZ0434.geopotential number by the normal gravity value computed on the
 JZ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0434.degrees latitude (g = 980.6199 gals.).
 JZ0434
 JZ0434.The modeled gravity was interpolated from observed gravity values.
 JZ0434
 JZ0434;                    North         East    Units  Estimated Accuracy
 JZ0434;SPC OH S     -   167,020.      436,070.      MT  (+/- 180 meters Scaled)
 JZ0434
 JZ0434                          SUPERSEDED SURVEY CONTROL
 JZ0434
 JZ0434  NGVD 29 (??/??/92)  197.435  (m)          647.75   (f) ADJ UNCH    1 2
 JZ0434
 JZ0434.Superseded values are not recommended for survey control.
 JZ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0434.See file dsdata.txt to determine how the superseded data were derived.
 JZ0434
 JZ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ230742(NAD 83)
 JZ0434_MARKER: DB = BENCH MARK DISK
 JZ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0434_STAMPING: J 137 1947
 JZ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0434+STABILITY: SURFACE MOTION
 JZ0434
 JZ0434  HISTORY     - Date     Condition        Report By
 JZ0434  HISTORY     - 1947     MONUMENTED       CGS
 JZ0434  HISTORY     - 20020930 MARK NOT FOUND   BUTCOE
 JZ0434
 JZ0434                          STATION DESCRIPTION
 JZ0434
 JZ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0434'1.9 MI SW FROM MIDDLETOWN.
 JZ0434'1.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0434'THE STATION AT MIDDLETOWN, ABOUT 0.5 MILE NORTHEAST OF THE CRYSTAL
 JZ0434'TISSUE FACTORY AT EXCELLO, AT ARMCO JUNCTION AND AT A PRIVATE ROAD
 JZ0434'CROSSING, 29.5 FEET WEST OF THE WEST RAIL, 21 FEET NORTH OF THE
 JZ0434'CENTER LINE OF THE ROAD, 160 FEET NORTHWEST OF THE NORTHWEST
 JZ0434'CORNER OF THE SWITCH TOWER, 1 FOOT EAST OF THE RAILROAD R/W
 JZ0434'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 JZ0434'1 FOOT ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JZ0434'PROJECTING 4 INCHES.
 JZ0434
 JZ0434                          STATION RECOVERY (2002)
 JZ0434
 JZ0434'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2002 (WCL)
 JZ0434'AREA OF HEAVY DEVELOPMENT AND DISTURBANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0057 ***********************************************************************
 JZ0057  DESIGNATION -  J 138
 JZ0057  PID         -  JZ0057
 JZ0057  STATE/COUNTY-  OH/MONTGOMERY
 JZ0057  USGS QUAD   -  DAYTON NORTH (1996)
 JZ0057
 JZ0057                         *CURRENT SURVEY CONTROL
 JZ0057  ___________________________________________________________________
 JZ0057* NAD 83(1986)-  39 46 56.     (N)    084 10 39.     (W)     SCALED    
 JZ0057* NAVD 88     -       228.948  (meters)     751.14   (feet)  ADJUSTED  
 JZ0057  ___________________________________________________________________
 JZ0057  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JZ0057  DYNAMIC HT  -         228.823 (meters)     750.73  (feet)  COMP
 JZ0057  MODELED GRAV-     980,074.0   (mgal)                       NAVD 88
 JZ0057
 JZ0057  VERT ORDER  -  FIRST     CLASS II
 JZ0057
 JZ0057.The horizontal coordinates were scaled from a topographic map and have
 JZ0057.an estimated accuracy of +/- 6 seconds.
 JZ0057
 JZ0057.The orthometric height was determined by differential leveling
 JZ0057.and adjusted by the National Geodetic Survey in January 1994..
 JZ0057
 JZ0057.The geoid height was determined by GEOID03.
 JZ0057
 JZ0057.The dynamic height is computed by dividing the NAVD 88
 JZ0057.geopotential number by the normal gravity value computed on the
 JZ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0057.degrees latitude (g = 980.6199 gals.).
 JZ0057
 JZ0057.The modeled gravity was interpolated from observed gravity values.
 JZ0057
 JZ0057;                    North         East    Units  Estimated Accuracy
 JZ0057;SPC OH S     -   199,190.      456,310.      MT  (+/- 180 meters Scaled)
 JZ0057
 JZ0057                          SUPERSEDED SURVEY CONTROL
 JZ0057
 JZ0057  NAVD 88 (06/15/91)  228.966  (m)          751.20   (f) UNKNOWN     1 2
 JZ0057  NGVD 29 (??/??/92)  229.168  (m)          751.86   (f) ADJ UNCH    1 2
 JZ0057
 JZ0057.Superseded values are not recommended for survey control.
 JZ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0057.See file dsdata.txt to determine how the superseded data were derived.
 JZ0057
 JZ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK417073(NAD 83)
 JZ0057_MARKER: DB = BENCH MARK DISK
 JZ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0057_SP_SET: CONCRETE POST
 JZ0057_STAMPING: J 138
 JZ0057_MARK LOGO: CGS   
 JZ0057_MAGNETIC: N = NO MAGNETIC MATERIAL
 JZ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0057+STABILITY: SURFACE MOTION
 JZ0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ0057+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1993
 JZ0057
 JZ0057  HISTORY     - Date     Condition        Report By
 JZ0057  HISTORY     - 1947     MONUMENTED       CGS
 JZ0057  HISTORY     - 1967     GOOD             OH2090
 JZ0057  HISTORY     - 19930618 GOOD             NGS
 JZ0057  HISTORY     - 19970908 GOOD             USPSQD
 JZ0057  HISTORY     - 20041015 POOR             INDIV
 JZ0057
 JZ0057                          STATION DESCRIPTION
 JZ0057
 JZ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0057'AT DAYTON.
 JZ0057'AT DAYTON, ABOUT 2.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO
 JZ0057'RAILROAD FROM THE UNION STATION, AT POLE 61/28, AT THE CROSSING
 JZ0057'OF LEO STREET, 15.5 FEET EAST OF THE EAST RAIL OF THE EAST SIDE
 JZ0057'TRACK, 41.5 FEET EAST OF THE EAST RAIL OF THE NORTH BOUND MAIN
 JZ0057'TRACK, 27.5 FEET SOUTH OF THE SOUTH CURB LINE OF LEO STREET,
 JZ0057'5 FEET SOUTH OF POLE 61/28, 27 FEET SOUTHWEST OF THE NORTHWEST
 JZ0057'CORNER OF AN OLD BRICK BUILDING, 2 FEET NORTH OF A WHITE WOODEN
 JZ0057'WITNESS POST, ABOUT LEVEL WITH THE TRACKS AND SET IN THE TOP OF
 JZ0057'A CONCRETE POST PROJECTING 4 INCHES.
 JZ0057
 JZ0057                          STATION RECOVERY (1967)
 JZ0057
 JZ0057'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967
 JZ0057'RECOVERED IN GOOD CONDITION.
 JZ0057
 JZ0057                          STATION RECOVERY (1993)
 JZ0057
 JZ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JZ0057'IN DAYTON, AT THE INTERSECTION OF THE CHESSIE SYSTEM RAILROAD AND LEO
 JZ0057'STREET, 14.0 M (45.9 FT) SOUTH OF THE STREET CENTERLINE, 12.6 M (41.3
 JZ0057'FT) EAST OF THE NEAR RAIL, 7.3 M (24.0 FT) SOUTHWEST OF THE NORTHWEST
 JZ0057'CORNER OF THE HEIDELBERG DISTRIBUTING COMPANY, 6.8 M (22.3 FT)
 JZ0057'NORTHEAST OF THE NORTHEAST CORNER OF A SIGNAL CONTROL BOX, 0.6 M (2.0
 JZ0057'FT) SOUTH OF A UTILITY POLE, AND THE MONUMENT IS FLUSH WITH THE
 JZ0057'GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT AND A PORTION OF THE
 JZ0057'MONUMENT AND ABOUT 1/2 OF THE DISK IS MISSING.  ALL THAT REMAINS OF
 JZ0057'THE ORIGINAL STAMPING IS AS ABOVE.
 JZ0057
 JZ0057                          STATION RECOVERY (1997)
 JZ0057
 JZ0057'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0057'RECOVERED IN GOOD CONDITION.
 JZ0057
 JZ0057                          STATION RECOVERY (2004)
 JZ0057
 JZ0057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0057'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0087 ***********************************************************************
 JZ0087  DESIGNATION -  J 139
 JZ0087  PID         -  JZ0087
 JZ0087  STATE/COUNTY-  OH/MONTGOMERY
 JZ0087  USGS QUAD   -  FRANKLIN (1992)
 JZ0087
 JZ0087                         *CURRENT SURVEY CONTROL
 JZ0087  ___________________________________________________________________
 JZ0087* NAD 83(1986)-  39 36 22.     (N)    084 17 03.     (W)     SCALED    
 JZ0087* NAVD 88     -       210.688  (meters)     691.23   (feet)  ADJUSTED  
 JZ0087  ___________________________________________________________________
 JZ0087  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JZ0087  DYNAMIC HT  -         210.567 (meters)     690.84  (feet)  COMP
 JZ0087  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 JZ0087
 JZ0087  VERT ORDER  -  FIRST     CLASS II
 JZ0087
 JZ0087.The horizontal coordinates were scaled from a topographic map and have
 JZ0087.an estimated accuracy of +/- 6 seconds.
 JZ0087
 JZ0087.The orthometric height was determined by differential leveling
 JZ0087.and adjusted by the National Geodetic Survey in June 1991..
 JZ0087
 JZ0087.The geoid height was determined by GEOID03.
 JZ0087
 JZ0087.The dynamic height is computed by dividing the NAVD 88
 JZ0087.geopotential number by the normal gravity value computed on the
 JZ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0087.degrees latitude (g = 980.6199 gals.).
 JZ0087
 JZ0087.The modeled gravity was interpolated from observed gravity values.
 JZ0087
 JZ0087;                    North         East    Units  Estimated Accuracy
 JZ0087;SPC OH S     -   179,810.      446,790.      MT  (+/- 180 meters Scaled)
 JZ0087
 JZ0087                          SUPERSEDED SURVEY CONTROL
 JZ0087
 JZ0087  NGVD 29 (??/??/92)  210.876  (m)          691.85   (f) ADJ UNCH    1 2
 JZ0087
 JZ0087.Superseded values are not recommended for survey control.
 JZ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0087.See file dsdata.txt to determine how the superseded data were derived.
 JZ0087
 JZ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ331875(NAD 83)
 JZ0087_MARKER: DB = BENCH MARK DISK
 JZ0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0087_SP_SET: BRIDGE WING WALL STEP
 JZ0087_STAMPING: J 139 1947
 JZ0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JZ0087+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JZ0087
 JZ0087  HISTORY     - Date     Condition        Report By
 JZ0087  HISTORY     - 1947     MONUMENTED       CGS
 JZ0087  HISTORY     - 19970428 GOOD             USPSQD
 JZ0087  HISTORY     - 20041015 GOOD             INDIV
 JZ0087
 JZ0087                          STATION DESCRIPTION
 JZ0087
 JZ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0087'2.4 MI S FROM MIAMISBURG.
 JZ0087'2.45 MILES SOUTH ALONG U.S. HIGHWAY 25 FROM ITS INTERSECTION
 JZ0087'WITH LINDEN AVENUE AT MIAMISBURG, ABOUT 3.5 MILES NORTH OF THE
 JZ0087'POST OFFICE AT FRANKLIN, WARREN COUNTY, ABOUT 0.1 MILE SOUTH OF
 JZ0087'THE JUNCTION OF SHEPPARD ROAD LEADING EAST, IN THE TOP OF THE
 JZ0087'FIRST STEP DOWN OF THE SOUTHEAST WING WALL OF A 25-FOOT CONCRETE
 JZ0087'BRIDGE, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET
 JZ0087'EAST OF THE CONCRETE BANISTER AND ABOUT 0.3 FOOT BELOW THE
 JZ0087'HIGHWAY.
 JZ0087
 JZ0087                          STATION RECOVERY (1997)
 JZ0087
 JZ0087'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0087'RECOVERED IN GOOD CONDITION.
 JZ0087
 JZ0087                          STATION RECOVERY (2004)
 JZ0087
 JZ0087'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GJL)
 JZ0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0114 ***********************************************************************
 JZ0114  DESIGNATION -  J 140
 JZ0114  PID         -  JZ0114
 JZ0114  STATE/COUNTY-  OH/MONTGOMERY
 JZ0114  USGS QUAD   -  FAIRBORN (1992)
 JZ0114
 JZ0114                         *CURRENT SURVEY CONTROL
 JZ0114  ___________________________________________________________________
 JZ0114* NAD 83(1986)-  39 47 01.     (N)    084 07 01.     (W)     SCALED    
 JZ0114* NAVD 88     -       238.565  (meters)     782.69   (feet)  ADJUSTED  
 JZ0114  ___________________________________________________________________
 JZ0114  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JZ0114  DYNAMIC HT  -         238.434 (meters)     782.26  (feet)  COMP
 JZ0114  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 JZ0114
 JZ0114  VERT ORDER  -  SECOND    CLASS 0
 JZ0114
 JZ0114.The horizontal coordinates were scaled from a topographic map and have
 JZ0114.an estimated accuracy of +/- 6 seconds.
 JZ0114
 JZ0114.The orthometric height was determined by differential leveling
 JZ0114.and adjusted by the National Geodetic Survey in June 1991..
 JZ0114
 JZ0114.The geoid height was determined by GEOID03.
 JZ0114
 JZ0114.The dynamic height is computed by dividing the NAVD 88
 JZ0114.geopotential number by the normal gravity value computed on the
 JZ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0114.degrees latitude (g = 980.6199 gals.).
 JZ0114
 JZ0114.The modeled gravity was interpolated from observed gravity values.
 JZ0114
 JZ0114;                    North         East    Units  Estimated Accuracy
 JZ0114;SPC OH S     -   199,250.      461,500.      MT  (+/- 180 meters Scaled)
 JZ0114
 JZ0114                          SUPERSEDED SURVEY CONTROL
 JZ0114
 JZ0114  NGVD 29 (??/??/92)  238.776  (m)          783.38   (f) ADJ UNCH    2 0
 JZ0114
 JZ0114.Superseded values are not recommended for survey control.
 JZ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0114.See file dsdata.txt to determine how the superseded data were derived.
 JZ0114
 JZ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK468077(NAD 83)
 JZ0114_MARKER: DB = BENCH MARK DISK
 JZ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0114_STAMPING: J 140 1947
 JZ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0114+STABILITY: SURFACE MOTION
 JZ0114
 JZ0114  HISTORY     - Date     Condition        Report By
 JZ0114  HISTORY     - 1947     MONUMENTED       CGS
 JZ0114  HISTORY     - 1967     GOOD             OH2090
 JZ0114  HISTORY     - 19971020 MARK NOT FOUND   USPSQD
 JZ0114
 JZ0114                          STATION DESCRIPTION
 JZ0114
 JZ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0114'4.6 MI NE FROM DAYTON.
 JZ0114'4.6 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE
 JZ0114'AT DAYTON, ABOUT 0.85 MILE SOUTHWEST OF THE MAIN ENTRANCE TO
 JZ0114'WRIGHT FIELD, AT THE NORTHWEST CORNER OF THE FIELD AND GATE 27B,
 JZ0114'32 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET
 JZ0114'NORTHWEST OF THE NORTHWEST CORNER OF THE STEEL FENCE AROUND
 JZ0114'WRIGHT FIELD, 2.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 JZ0114'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JZ0114'POST PROJECTING 5 INCHES.
 JZ0114
 JZ0114                          STATION RECOVERY (1967)
 JZ0114
 JZ0114'RECOVERY NOTE BY CITY OF DAYTON OHIO 1967
 JZ0114'RECOVERED IN GOOD CONDITION.
 JZ0114
 JZ0114                          STATION RECOVERY (1997)
 JZ0114
 JZ0114'RECOVERY NOTE BY US POWER SQUADRON 1997
 JZ0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ2708 ***********************************************************************
 JZ2708  DESIGNATION -  J 140 RESET
 JZ2708  PID         -  JZ2708
 JZ2708  STATE/COUNTY-  OH/MONTGOMERY
 JZ2708  USGS QUAD   -  FAIRBORN (1992)
 JZ2708
 JZ2708                         *CURRENT SURVEY CONTROL
 JZ2708  ___________________________________________________________________
 JZ2708* NAD 83(1986)-  39 47 01.     (N)    084 07 01.     (W)     SCALED    
 JZ2708* NAVD 88     -       238.11   (+/-2cm)     781.2    (feet)  VERTCON   
 JZ2708  ___________________________________________________________________
 JZ2708  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JZ2708
 JZ2708  VERT ORDER  -  THIRD (See Below)
 JZ2708
 JZ2708.The horizontal coordinates were scaled from a topographic map and have
 JZ2708.an estimated accuracy of +/- 6 seconds.
 JZ2708
 JZ2708.The NAVD 88 height was computed by applying the VERTCON shift value to
 JZ2708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JZ2708.The vertical order pertains to the NGVD 29 superseded value.
 JZ2708
 JZ2708.The geoid height was determined by GEOID03.
 JZ2708
 JZ2708;                    North         East    Units  Estimated Accuracy
 JZ2708;SPC OH S     -   199,250.      461,500.      MT  (+/- 180 meters Scaled)
 JZ2708
 JZ2708                          SUPERSEDED SURVEY CONTROL
 JZ2708
 JZ2708  NGVD 29 (10/13/05)  238.32   (m)          781.9    (f) RESET       3  
 JZ2708
 JZ2708.Superseded values are not recommended for survey control.
 JZ2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ2708.See file dsdata.txt to determine how the superseded data were derived.
 JZ2708
 JZ2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGK468077(NAD 83)
 JZ2708_MARKER: DB = BENCH MARK DISK
 JZ2708_SETTING: 0 = UNSPECIFIED SETTING
 JZ2708_STAMPING: J 140 RESET 1976
 JZ2708_MARK LOGO: NGS   
 JZ2708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ2708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JZ2708+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 JZ2708
 JZ2708  HISTORY     - Date     Condition        Report By
 JZ2708  HISTORY     - 1976     MONUMENTED       NGS
 JZ2708  HISTORY     - 20050918 GOOD             INDIV
 JZ2708
 JZ2708                          STATION DESCRIPTION
 JZ2708
 JZ2708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 JZ2708'4.6 MI NE FROM DAYTON.
 JZ2708'4.6 MILES NORTHEAST FROM THE TOWN OF DAYTON AT THE NORTHWEST CORNER
 JZ2708'OF WRIGHT PATTERSON AIRBASE, A PRE CAST ALUMINUM MONUMENT WITH
 JZ2708'MAGNETS, 203.0 FEET EAST OF THE CENTERLINE OF HARSHMAN ROAD, 72.0
 JZ2708'FEET SOUTH OF THE CENTERLINE OF SPRINGFIELD ROAD, 1.0 FOOT EAST
 JZ2708'OF A 7-FOOT HIGH WOVEN WIRE FENCE CORNER POST, AND 6 INCHES NORTH
 JZ2708'OF THE FENCE WITH A WITNESS SIGN ATTACHED.
 JZ2708
 JZ2708                          STATION RECOVERY (2005)
 JZ2708
 JZ2708'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 JZ2708'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MPB)
 JZ2708'THE 7-FOOT HIGH WOVEN WIRE FENCE CORNOR POST DESCRIBED IN THE ORIGINAL
 JZ2708'STATION DESCRIPTION OF 1976 HAS BEEN RELOCATED AND THE WITNESS SIGN NO
 JZ2708'LONGER EXISTS.
 JZ2708' 
 JZ2708'AT NORTHWEST CORNER OF WRIGHT-PATTERSON AIR FORCE BASE THE STATION IS
 JZ2708'LOCATED 30.0 FEET (9.1 METERS) SOUTHWEST OF A CATCH BASIN (MARKED
 JZ2708'NUMBER 189) ON THE SOUTHERN CURB OF SPRINGFIELD PIKE, 38.3 FEET (11.7
 JZ2708'METERS) NORTH-NORTHEAST OF A WOODEN POWER POLE WITH AN ELECTRIC METER
 JZ2708'ATTACHED AND IS 19.8 FEET (6.0 METERS) SOUTH OF THE SOUTHERN CURB OF
 JZ2708'SPRINGFIELD PIKE.
 JZ2708' 
 JZ2708'RECOVERED ON SEPTEMBER 18, 2005
 JZ2708'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0904 ***********************************************************************
 JZ0904  DESIGNATION -  J 141
 JZ0904  PID         -  JZ0904
 JZ0904  STATE/COUNTY-  OH/HAMILTON
 JZ0904  USGS QUAD   -  HOOVEN (1992)
 JZ0904
 JZ0904                         *CURRENT SURVEY CONTROL
 JZ0904  ___________________________________________________________________
 JZ0904* NAD 83(1986)-  39 12 03.     (N)    084 45 19.     (W)     SCALED    
 JZ0904* NAVD 88     -       150.242  (meters)     492.92   (feet)  ADJUSTED  
 JZ0904  ___________________________________________________________________
 JZ0904  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JZ0904  DYNAMIC HT  -         150.150 (meters)     492.62  (feet)  COMP
 JZ0904  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 JZ0904
 JZ0904  VERT ORDER  -  SECOND    CLASS 0
 JZ0904
 JZ0904.The horizontal coordinates were scaled from a topographic map and have
 JZ0904.an estimated accuracy of +/- 6 seconds.
 JZ0904
 JZ0904.The orthometric height was determined by differential leveling
 JZ0904.and adjusted by the National Geodetic Survey in June 1991..
 JZ0904
 JZ0904.The geoid height was determined by GEOID03.
 JZ0904
 JZ0904.The dynamic height is computed by dividing the NAVD 88
 JZ0904.geopotential number by the normal gravity value computed on the
 JZ0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0904.degrees latitude (g = 980.6199 gals.).
 JZ0904
 JZ0904.The modeled gravity was interpolated from observed gravity values.
 JZ0904
 JZ0904;                    North         East    Units  Estimated Accuracy
 JZ0904;SPC OH S     -   135,740.      405,220.      MT  (+/- 180 meters Scaled)
 JZ0904
 JZ0904                          SUPERSEDED SURVEY CONTROL
 JZ0904
 JZ0904  NGVD 29 (??/??/92)  150.429  (m)          493.53   (f) ADJ UNCH    2 0
 JZ0904
 JZ0904.Superseded values are not recommended for survey control.
 JZ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0904.See file dsdata.txt to determine how the superseded data were derived.
 JZ0904
 JZ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ938414(NAD 83)
 JZ0904_MARKER: DB = BENCH MARK DISK
 JZ0904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0904_SP_SET: BRIDGE
 JZ0904_STAMPING: J 141 1947
 JZ0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JZ0904
 JZ0904  HISTORY     - Date     Condition        Report By
 JZ0904  HISTORY     - 1947     MONUMENTED       CGS
 JZ0904
 JZ0904                          STATION DESCRIPTION
 JZ0904
 JZ0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0904'3.2 MI N FROM CLEVES.
 JZ0904'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE AT
 JZ0904'CLEVES, THENCE ABOUT 2.25 MILES NORTHEAST ALONG STATE HIGHWAY
 JZ0904'128, AT THE JUNCTION OF MORGAN ROAD LEADING NORTH, SET IN THE
 JZ0904'TOP OF THE NORTH WING WALL OF A 25-FOOT CONCRETE BRIDGE OVER A
 JZ0904'DRAINAGE DITCH, 28.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 JZ0904'HIGHWAY, 34 FEET WEST OF THE CENTER LINE OF MORGAN ROAD, 0.5
 JZ0904'FOOT NORTHWEST OF THE CONCRETE HEAD WALL, 1.5 FEET BELOW THE
 JZ0904'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0981 ***********************************************************************
 JZ0981  DESIGNATION -  J 142
 JZ0981  PID         -  JZ0981
 JZ0981  STATE/COUNTY-  OH/HAMILTON
 JZ0981  USGS QUAD   -  SHANDON (1981)
 JZ0981
 JZ0981                         *CURRENT SURVEY CONTROL
 JZ0981  ___________________________________________________________________
 JZ0981* NAD 83(1986)-  39 17 59.     (N)    084 39 56.     (W)     SCALED    
 JZ0981* NAVD 88     -       164.625  (meters)     540.11   (feet)  ADJUSTED  
 JZ0981  ___________________________________________________________________
 JZ0981  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JZ0981  DYNAMIC HT  -         164.529 (meters)     539.79  (feet)  COMP
 JZ0981  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 JZ0981
 JZ0981  VERT ORDER  -  SECOND    CLASS 0
 JZ0981
 JZ0981.The horizontal coordinates were scaled from a topographic map and have
 JZ0981.an estimated accuracy of +/- 6 seconds.
 JZ0981
 JZ0981.The orthometric height was determined by differential leveling
 JZ0981.and adjusted by the National Geodetic Survey in June 1991..
 JZ0981
 JZ0981.The geoid height was determined by GEOID03.
 JZ0981
 JZ0981.The dynamic height is computed by dividing the NAVD 88
 JZ0981.geopotential number by the normal gravity value computed on the
 JZ0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0981.degrees latitude (g = 980.6199 gals.).
 JZ0981
 JZ0981.The modeled gravity was interpolated from observed gravity values.
 JZ0981
 JZ0981;                    North         East    Units  Estimated Accuracy
 JZ0981;SPC OH S     -   146,530.      413,230.      MT  (+/- 180 meters Scaled)
 JZ0981
 JZ0981                          SUPERSEDED SURVEY CONTROL
 JZ0981
 JZ0981  NGVD 29 (??/??/92)  164.808  (m)          540.71   (f) ADJ UNCH    2 0
 JZ0981
 JZ0981.Superseded values are not recommended for survey control.
 JZ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0981.See file dsdata.txt to determine how the superseded data were derived.
 JZ0981
 JZ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ012526(NAD 83)
 JZ0981_MARKER: DB = BENCH MARK DISK
 JZ0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0981_STAMPING: J 142 1947
 JZ0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0981+STABILITY: SURFACE MOTION
 JZ0981
 JZ0981  HISTORY     - Date     Condition        Report By
 JZ0981  HISTORY     - 1947     MONUMENTED       CGS
 JZ0981
 JZ0981                          STATION DESCRIPTION
 JZ0981
 JZ0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0981'1.2 MI SW FROM VENICE.
 JZ0981'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 128 FROM ITS JUNCTION
 JZ0981'WITH U.S. HIGHWAY 127 AT VENICE, AT A FARM OWNED BY MRS EMMA
 JZ0981'GRESCHEL, ABOUT 0.5 MILE SOUTHWEST OF THE HAMILTON-BUTLER
 JZ0981'COUNTY LINE, 24.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 JZ0981'HIGHWAY, 92 FEET EAST OF THE EAST CORNER OF THE HOUSE, 43 FEET
 JZ0981'NORTHEAST OF THE CENTER LINE OF THE DRIVE TO THE HOUSE, 54 FEET
 JZ0981'SOUTHWEST OF POWER POLE NO. 2341, 2 FEET NORTHEAST OF A WHITE
 JZ0981'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 JZ0981'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0980 ***********************************************************************
 JZ0980  DESIGNATION -  J 143
 JZ0980  PID         -  JZ0980
 JZ0980  STATE/COUNTY-  OH/BUTLER
 JZ0980  USGS QUAD   -  SHANDON (1981)
 JZ0980
 JZ0980                         *CURRENT SURVEY CONTROL
 JZ0980  ___________________________________________________________________
 JZ0980* NAD 83(1986)-  39 20 02.     (N)    084 40 54.     (W)     SCALED    
 JZ0980* NAVD 88     -       230.081  (meters)     754.86   (feet)  ADJUSTED  
 JZ0980  ___________________________________________________________________
 JZ0980  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JZ0980  DYNAMIC HT  -         229.950 (meters)     754.43  (feet)  COMP
 JZ0980  MODELED GRAV-     980,051.2   (mgal)                       NAVD 88
 JZ0980
 JZ0980  VERT ORDER  -  SECOND    CLASS 0
 JZ0980
 JZ0980.The horizontal coordinates were scaled from a topographic map and have
 JZ0980.an estimated accuracy of +/- 6 seconds.
 JZ0980
 JZ0980.The orthometric height was determined by differential leveling
 JZ0980.and adjusted by the National Geodetic Survey in June 1991..
 JZ0980
 JZ0980.The geoid height was determined by GEOID03.
 JZ0980
 JZ0980.The dynamic height is computed by dividing the NAVD 88
 JZ0980.geopotential number by the normal gravity value computed on the
 JZ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0980.degrees latitude (g = 980.6199 gals.).
 JZ0980
 JZ0980.The modeled gravity was interpolated from observed gravity values.
 JZ0980
 JZ0980;                    North         East    Units  Estimated Accuracy
 JZ0980;SPC OH S     -   150,350.      411,930.      MT  (+/- 180 meters Scaled)
 JZ0980
 JZ0980                          SUPERSEDED SURVEY CONTROL
 JZ0980
 JZ0980  NGVD 29 (??/??/92)  230.265  (m)          755.46   (f) ADJ UNCH    2 0
 JZ0980
 JZ0980.Superseded values are not recommended for survey control.
 JZ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0980.See file dsdata.txt to determine how the superseded data were derived.
 JZ0980
 JZ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ998563(NAD 83)
 JZ0980_MARKER: DB = BENCH MARK DISK
 JZ0980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JZ0980_SP_SET: CULVERT
 JZ0980_STAMPING: J 143 1947
 JZ0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JZ0980
 JZ0980  HISTORY     - Date     Condition        Report By
 JZ0980  HISTORY     - 1947     MONUMENTED       CGS
 JZ0980  HISTORY     - 20011126 GOOD             BUTCOE
 JZ0980
 JZ0980                          STATION DESCRIPTION
 JZ0980
 JZ0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0980'2.1 MI E FROM SHANDON.
 JZ0980'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 126 FROM THE POST OFFICE
 JZ0980'AT SHANDON, THENCE ABOUT 1.9 MILES EAST ALONG THE HAMILTON-NEW
 JZ0980'LONDON ROAD, AT A FARM ENTRANCE LEADING SOUTH, 101 FEET WEST
 JZ0980'OF THE CENTER LINE OF THE DRIVE WAY TO N.A. DICKMAN, JR.S
 JZ0980'RESIDENCE, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET
 JZ0980'EAST OF THE CENTER LINE OF THE FARM ENTRANCE, 4 FEET EAST OF A
 JZ0980'FENCE CORNER POST, 1 FOOT NORTH OF THE FENCE LINE, 7 FEET SOUTHWEST
 JZ0980'OF A TELEPHONE POLE, 12 FEET SOUTH OF THE EAST END OF A 12-INCH
 JZ0980'PIPE CULVERT UNDER THE DRIVE, 2 FEET WEST OF A WHITE WOODEN
 JZ0980'WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 JZ0980'OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK MAY BE
 JZ0980'REACHED FROM THE PRESBYTERIAN CHURCH AT VENICE BY GOING ABOUT
 JZ0980'2.15 MILES NORTHWEST ALONG LAYHIGH ROAD, THENCE ABOUT 0.5 MILE
 JZ0980'WEST ALONG HAMILTON-NEW LONDON ROAD.
 JZ0980
 JZ0980                          STATION RECOVERY (2001)
 JZ0980
 JZ0980'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2001 (WCL)
 JZ0980'LOCATED IN FRONT OF HOUSE NUMBER 3371 HAMILTON NEW LONDON ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0993 ***********************************************************************
 JZ0993  DESIGNATION -  J 144
 JZ0993  PID         -  JZ0993
 JZ0993  STATE/COUNTY-  OH/BUTLER
 JZ0993  USGS QUAD   -  GREENHILLS (1981)
 JZ0993
 JZ0993                         *CURRENT SURVEY CONTROL
 JZ0993  ___________________________________________________________________
 JZ0993* NAD 83(1986)-  39 21 09.     (N)    084 33 33.     (W)     SCALED    
 JZ0993* NAVD 88     -       181.099  (meters)     594.16   (feet)  ADJUSTED  
 JZ0993  ___________________________________________________________________
 JZ0993  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JZ0993  DYNAMIC HT  -         180.994 (meters)     593.81  (feet)  COMP
 JZ0993  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 JZ0993
 JZ0993  VERT ORDER  -  SECOND    CLASS 0
 JZ0993
 JZ0993.The horizontal coordinates were scaled from a topographic map and have
 JZ0993.an estimated accuracy of +/- 6 seconds.
 JZ0993
 JZ0993.The orthometric height was determined by differential leveling
 JZ0993.and adjusted by the National Geodetic Survey in June 1991..
 JZ0993
 JZ0993.The geoid height was determined by GEOID03.
 JZ0993
 JZ0993.The dynamic height is computed by dividing the NAVD 88
 JZ0993.geopotential number by the normal gravity value computed on the
 JZ0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0993.degrees latitude (g = 980.6199 gals.).
 JZ0993
 JZ0993.The modeled gravity was interpolated from observed gravity values.
 JZ0993
 JZ0993;                    North         East    Units  Estimated Accuracy
 JZ0993;SPC OH S     -   152,170.      422,540.      MT  (+/- 180 meters Scaled)
 JZ0993
 JZ0993                          SUPERSEDED SURVEY CONTROL
 JZ0993
 JZ0993  NGVD 29 (??/??/92)  181.282  (m)          594.76   (f) ADJ UNCH    2 0
 JZ0993
 JZ0993.Superseded values are not recommended for survey control.
 JZ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0993.See file dsdata.txt to determine how the superseded data were derived.
 JZ0993
 JZ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ103587(NAD 83)
 JZ0993_MARKER: DB = BENCH MARK DISK
 JZ0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0993_STAMPING: J 144 1947
 JZ0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0993+STABILITY: SURFACE MOTION
 JZ0993
 JZ0993  HISTORY     - Date     Condition        Report By
 JZ0993  HISTORY     - 1947     MONUMENTED       CGS
 JZ0993  HISTORY     - 1977     MARK NOT FOUND   DOD
 JZ0993  HISTORY     - 20040101 MARK NOT FOUND   GEOCAC
 JZ0993
 JZ0993                          STATION DESCRIPTION
 JZ0993
 JZ0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0993'0.8 MI N FROM SYMMES.
 JZ0993'0.75 MILE NORTH ALONG U.S. HIGHWAY 127 FROM THE BRIDGE OVER
 JZ0993'PLEASANT RUN CREEK AT SYMMES, AT THE INTERSECTION OF SYMMES ROAD,
 JZ0993'AT THE NORTHEAST CORNER OF THE ROBERT MACQUISTON YARD, 46 FEET
 JZ0993'WEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH OF THE
 JZ0993'CENTER LINE OF SYMMES ROAD, 21.0 FEET EAST OF THE CENTER LINE
 JZ0993'OF THE DRIVE TO THE HOUSE, 1 FOOT NORTH OF A FENCE LINE, 2.5
 JZ0993'FEET WEST OF THE FENCE CORNER, 2 FEET EAST OF A WHITE WOODEN
 JZ0993'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 JZ0993'OF A CONCRETE POST PROJECTING 5 INCHES.
 JZ0993
 JZ0993                          STATION RECOVERY (1977)
 JZ0993
 JZ0993'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 JZ0993'MARK NOT FOUND.
 JZ0993
 JZ0993                          STATION RECOVERY (2004)
 JZ0993
 JZ0993'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 JZ0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0442 ***********************************************************************
 JZ0442  DESIGNATION -  J 145
 JZ0442  PID         -  JZ0442
 JZ0442  STATE/COUNTY-  OH/BUTLER
 JZ0442  USGS QUAD   -  GLENDALE (1987)
 JZ0442
 JZ0442                         *CURRENT SURVEY CONTROL
 JZ0442  ___________________________________________________________________
 JZ0442* NAD 83(1986)-  39 19 20.     (N)    084 29 40.     (W)     SCALED    
 JZ0442* NAVD 88     -       204.349  (meters)     670.43   (feet)  ADJUSTED  
 JZ0442  ___________________________________________________________________
 JZ0442  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JZ0442  DYNAMIC HT  -         204.226 (meters)     670.03  (feet)  COMP
 JZ0442  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 JZ0442
 JZ0442  VERT ORDER  -  FIRST     CLASS II
 JZ0442
 JZ0442.The horizontal coordinates were scaled from a topographic map and have
 JZ0442.an estimated accuracy of +/- 6 seconds.
 JZ0442
 JZ0442.The orthometric height was determined by differential leveling
 JZ0442.and adjusted by the National Geodetic Survey in June 1991..
 JZ0442
 JZ0442.The geoid height was determined by GEOID03.
 JZ0442
 JZ0442.The dynamic height is computed by dividing the NAVD 88
 JZ0442.geopotential number by the normal gravity value computed on the
 JZ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0442.degrees latitude (g = 980.6199 gals.).
 JZ0442
 JZ0442.The modeled gravity was interpolated from observed gravity values.
 JZ0442
 JZ0442;                    North         East    Units  Estimated Accuracy
 JZ0442;SPC OH S     -   148,680.      428,040.      MT  (+/- 180 meters Scaled)
 JZ0442
 JZ0442                          SUPERSEDED SURVEY CONTROL
 JZ0442
 JZ0442  NGVD 29 (??/??/92)  204.524  (m)          671.01   (f) ADJ UNCH    1 2
 JZ0442
 JZ0442.Superseded values are not recommended for survey control.
 JZ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0442.See file dsdata.txt to determine how the superseded data were derived.
 JZ0442
 JZ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ159555(NAD 83)
 JZ0442_MARKER: DB = BENCH MARK DISK
 JZ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JZ0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JZ0442_STAMPING: J 145 1947
 JZ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JZ0442+STABILITY: SURFACE MOTION
 JZ0442
 JZ0442  HISTORY     - Date     Condition        Report By
 JZ0442  HISTORY     - 1947     MONUMENTED       CGS
 JZ0442
 JZ0442                          STATION DESCRIPTION
 JZ0442
 JZ0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JZ0442'4.2 MI NW FROM GLENDALE.
 JZ0442'4.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JZ0442'THE STATION AT GLENDALE, AT STOCKTON, IN THE NORTHWEST ANGLE OF
 JZ0442'THE GRADE CROSSING OF SEWARD ROAD, 30 FEET NORTHEAST OF THE
 JZ0442'NORTHEAST RAIL, 20 FEET EAST OF THE EAST CORNER OF A FENCE
 JZ0442'CORNER, 25 FEET WEST OF THE CENTER LINE OF SEWARD ROAD, 7 FEET
 JZ0442'NORTHWEST OF A FENCE CORNER, 1 FOOT SOUTHWEST OF THE FENCE LINE,
 JZ0442'11.5 FEET NORTHEAST OF POLE 19/13, 2 FEET SOUTHEAST OF A WHITE
 JZ0442'WOODEN WITNESS POST, 2 FEET ABOVE THE TRACK AND SET IN THE TOP
 JZ0442'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JZ0948 ***********************************************************************
 JZ0948  DESIGNATION -  J 146
 JZ0948  PID         -  JZ0948
 JZ0948  STATE/COUNTY-  OH/BUTLER
 JZ0948  USGS QUAD   -  REILY (1992)
 JZ0948
 JZ0948                         *CURRENT SURVEY CONTROL
 JZ0948  ___________________________________________________________________
 JZ0948* NAD 83(1986)-  39 25 54.     (N)    084 48 14.     (W)     SCALED    
 JZ0948* NAVD 88     -       288.405  (meters)     946.21   (feet)  ADJUSTED  
 JZ0948  ___________________________________________________________________
 JZ0948  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JZ0948  DYNAMIC HT  -         288.239 (meters)     945.66  (feet)  COMP
 JZ0948  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 JZ0948
 JZ0948  VERT ORDER  -  SECOND    CLASS 0
 JZ0948
 JZ0948.The horizontal coordinates were scaled from a topographic map and have
 JZ0948.an estimated accuracy of +/- 6 seconds.
 JZ0948
 JZ0948.The orthometric height was determined by differential leveling
 JZ0948.and adjusted by the National Geodetic Survey in June 1991..
 JZ0948
 JZ0948.The geoid height was determined by GEOID03.
 JZ0948
 JZ0948.The dynamic height is computed by dividing the NAVD 88
 JZ0948.geopotential number by the normal gravity value computed on the
 JZ0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JZ0948.degrees latitude (g = 980.6199 gals.).
 JZ0948
 JZ0948.The modeled gravity was interpolated from observed gravity values.
 JZ0948
 JZ0948;                    North         East    Units  Estimated Accuracy
 JZ0948;SPC OH S     -   161,460.      401,680.      MT  (+/- 180 meters Scaled)
 JZ0948
 JZ0948                          SUPERSEDED SURVEY CONTROL
 JZ0948
 JZ0948  NGVD 29 (??/??/92)  288.579  (m)          946.78   (f) ADJ UNCH    2 0
 JZ0948
 JZ0948.Superseded values are not recommended for survey control.
 JZ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JZ0948.See file dsdata.txt to determine how the superseded data were derived.
 JZ0948
 JZ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFJ890669(NAD 83)
 JZ0948_MARKER: DB = BENCH MARK DISK
 JZ0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JZ0948_SP_SET: BRIDGE
 JZ0948_STAMPING: J 146 1947
 JZ0948
 JZ0948  HISTORY     - Date     Condition        Report By
 JZ0948  HISTORY     - UNK      MONUMENTED
 JZ0948  HISTORY     - 20011107 GOOD             BUTCOE
 JZ0948
 JZ0948                          STATION DESCRIPTION
 JZ0948
 JZ0948'DESCRIBED UNK
 JZ0948'1 MI SE FROM PEORIA.
 JZ0948'0.25 MILE SOUTH ALONG THE OHIO-INDIANA STATE LINE ROAD FROM THE
 JZ0948'CHESAPEAKE AND OHIO RAILWAY STATION AT PEORIA, THENCE ABOUT 0.75
 JZ0948'MILE EAST ALONG PEORIA-REILY ROAD, ABOUT 65 YARDS WEST OF A
 JZ0948'LARGE WHITE FARM HOUSE, SET IN THE TOP OF THE EAST END OF THE
 JZ0948'NORTH HEAD WALL OF A 10-FOOT CONCRETE BRIDGE OVER A SMALL STREAM,
 JZ0948'15.5 FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT 1/2-FOOT
 JZ0948'BELOW THE ROAD LEVEL.
 JZ0948
 JZ0948                          STATION RECOVERY (2001)
 JZ0948
 JZ0948'RECOVERY NOTE BY BUTLER COUNTY ENGINEERS 2001 (WCL)
 JZ0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1113 ***********************************************************************
 KY1113  DESIGNATION -  J 147
 KY1113  PID         -  KY1113
 KY1113  STATE/COUNTY-  OH/MAHONING
 KY1113  USGS QUAD   -  DAMASCUS (1994)
 KY1113
 KY1113                         *CURRENT SURVEY CONTROL
 KY1113  ___________________________________________________________________
 KY1113* NAD 83(1986)-  40 59 15.     (N)    080 55 18.     (W)     SCALED    
 KY1113* NAVD 88     -       362.618  (meters)    1189.69   (feet)  ADJUSTED  
 KY1113  ___________________________________________________________________
 KY1113  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KY1113  DYNAMIC HT  -         362.449 (meters)    1189.13  (feet)  COMP
 KY1113  MODELED GRAV-     980,149.1   (mgal)                       NAVD 88
 KY1113
 KY1113  VERT ORDER  -  SECOND    CLASS 0
 KY1113
 KY1113.The horizontal coordinates were scaled from a topographic map and have
 KY1113.an estimated accuracy of +/- 6 seconds.
 KY1113
 KY1113.The orthometric height was determined by differential leveling
 KY1113.and adjusted by the National Geodetic Survey in June 1991..
 KY1113
 KY1113.The geoid height was determined by GEOID03.
 KY1113
 KY1113.The dynamic height is computed by dividing the NAVD 88
 KY1113.geopotential number by the normal gravity value computed on the
 KY1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1113.degrees latitude (g = 980.6199 gals.).
 KY1113
 KY1113.The modeled gravity was interpolated from observed gravity values.
 KY1113
 KY1113;                    North         East    Units  Estimated Accuracy
 KY1113;SPC OH N     -   147,880.      732,800.      MT  (+/- 180 meters Scaled)
 KY1113
 KY1113                          SUPERSEDED SURVEY CONTROL
 KY1113
 KY1113  NGVD 29 (??/??/92)  362.781  (m)         1190.22   (f) ADJ UNCH    2 0
 KY1113
 KY1113.Superseded values are not recommended for survey control.
 KY1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1113.See file dsdata.txt to determine how the superseded data were derived.
 KY1113
 KY1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF065373(NAD 83)
 KY1113_MARKER: DB = BENCH MARK DISK
 KY1113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1113_SP_SET: BRIDGE
 KY1113_STAMPING: J 147 1949
 KY1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1113
 KY1113  HISTORY     - Date     Condition        Report By
 KY1113  HISTORY     - 1949     MONUMENTED       CGS
 KY1113  HISTORY     - 1950     GOOD             NGS
 KY1113  HISTORY     - 20060822 MARK NOT FOUND   GEOCAC
 KY1113
 KY1113                          STATION DESCRIPTION
 KY1113
 KY1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1113'5.1 MI NE FROM NORTH BENTON.
 KY1113'ABOUT 0.5 MILE NORTHEAST ALONG HELSEL ROAD FROM THE POST
 KY1113'OFFICE AT NORTH BENTON, THENCE 4.6 MILES EAST ALONG WESTERN
 KY1113'RESERVE ROAD, IN THE TOP AND SOUTHEAST CORNER OF A 4 FOOT
 KY1113'CONCRETE BOX BRIDGE, ABOUT 0.4 MILE EAST OF COOK ROAD, 11.5
 KY1113'FEET SOUTH OF THE CENTERLINE OF WESTERN RESERVE ROAD, 1.5 FEET
 KY1113'NORTH-NORTH-WEST OF THE SOUTHEAST CORNER OF THE CULVERT.  A
 KY1113'STANDARD DISK CEMENTED IN A DRILLED HOLE AND ABOUT THE SAME
 KY1113'ELEVATION AS THE ROAD.
 KY1113
 KY1113                          STATION RECOVERY (2006)
 KY1113
 KY1113'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY1113'THE BOX BRIDGE HAS BEEN REPLACED WITH A PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1091 ***********************************************************************
 KY1091  DESIGNATION -  J 148
 KY1091  PID         -  KY1091
 KY1091  STATE/COUNTY-  OH/MAHONING
 KY1091  USGS QUAD   -  NEW MIDDLETOWN (1988)
 KY1091
 KY1091                         *CURRENT SURVEY CONTROL
 KY1091  ___________________________________________________________________
 KY1091* NAD 83(1986)-  40 58 22.     (N)    080 31 09.     (W)     SCALED    
 KY1091* NAVD 88     -       348.659  (meters)    1143.89   (feet)  ADJUSTED  
 KY1091  ___________________________________________________________________
 KY1091  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KY1091  DYNAMIC HT  -         348.491 (meters)    1143.34  (feet)  COMP
 KY1091  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 KY1091
 KY1091  VERT ORDER  -  SECOND    CLASS 0
 KY1091
 KY1091.The horizontal coordinates were scaled from a topographic map and have
 KY1091.an estimated accuracy of +/- 6 seconds.
 KY1091
 KY1091.The orthometric height was determined by differential leveling
 KY1091.and adjusted by the National Geodetic Survey in June 1991..
 KY1091
 KY1091.The geoid height was determined by GEOID03.
 KY1091
 KY1091.The dynamic height is computed by dividing the NAVD 88
 KY1091.geopotential number by the normal gravity value computed on the
 KY1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1091.degrees latitude (g = 980.6199 gals.).
 KY1091
 KY1091.The modeled gravity was interpolated from observed gravity values.
 KY1091
 KY1091;                    North         East    Units  Estimated Accuracy
 KY1091;SPC OH N     -   146,930.      766,700.      MT  (+/- 180 meters Scaled)
 KY1091
 KY1091                          SUPERSEDED SURVEY CONTROL
 KY1091
 KY1091  NGVD 29 (??/??/92)  348.817  (m)         1144.41   (f) ADJ UNCH    2 0
 KY1091
 KY1091.Superseded values are not recommended for survey control.
 KY1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1091.See file dsdata.txt to determine how the superseded data were derived.
 KY1091
 KY1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF404358(NAD 83)
 KY1091_MARKER: DB = BENCH MARK DISK
 KY1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1091_STAMPING: J 148 1949
 KY1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1091+STABILITY: SURFACE MOTION
 KY1091
 KY1091  HISTORY     - Date     Condition        Report By
 KY1091  HISTORY     - 1949     MONUMENTED       CGS
 KY1091  HISTORY     - 1950     GOOD             NGS
 KY1091
 KY1091                          STATION DESCRIPTION
 KY1091
 KY1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY1091'4.8 MI SE FROM LOWELLVILLE.
 KY1091'ABOUT 1.1 MILES SOUTHEAST ALONG THE POLAND-STRUTHERS-LOWELLVILLE
 KY1091'ROAD FROM THE SOUTH END OF BRIDGE OVER MAHONING RIVER AT LOWELLVILLE
 KY1091'THENCE ABOUT 0.1 MILE EAST ALONG U.S. 224, THENCE ABOUT 0.7 MILE
 KY1091'SOUTHEAST ALONG STYMIE ROAD, THENCE ABOUT 2.9 MILES SOUTH ALONG
 KY1091'THE OHIO-PENNA. STATE LINE ROAD, AT THE INTERSECTION OF THE
 KY1091'OHIO-PENNA. STATE LINE ROAD AND STATE HIGHWAY 630, 228 FEET SOUTH
 KY1091'OF THE CENTERLINE OF STATE HIGHWAY 630, 28 FEET WEST OF THE
 KY1091'CENTERLINE OF THE OHIO-PENNA. STATE LINE ROAD, 6 FEET WEST OF FENCE
 KY1091'CORNER, 107 FEET EAST OF SOUTHEAST CORNER OF CONCRETE BLOCK
 KY1091'BUILDING, 1 FOOT NORTH OF FENCE LINE.  IT IS 2 FEET WEST OF
 KY1091'WHITE WITNESS POST AND ABOUT LEVEL WITH THE OHIO-PENNA. STATE LINE
 KY1091'ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST ABOUT
 KY1091'FLUSH WITH THE GROUND.  THIS MARK CAN ALSO BE REACHED BY GOING
 KY1091'1.0 MILE NORTHEAST ALONG THE GARFIELD PETERSBURG ROAD FROM THE
 KY1091'SPRINGFIELD TOWNSHIP HIGH SCHOOL, THENCE ABOUT 3.6 MILES NORTH
 KY1091'ALONG THE OHIO-PENNA. STATE LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1028 ***********************************************************************
 KY1028  DESIGNATION -  J 149
 KY1028  PID         -  KY1028
 KY1028  STATE/COUNTY-  OH/COLUMBIANA
 KY1028  USGS QUAD   -  COLUMBIANA (1994)
 KY1028
 KY1028                         *CURRENT SURVEY CONTROL
 KY1028  ___________________________________________________________________
 KY1028* NAD 83(1986)-  40 53 03.     (N)    080 44 11.     (W)     SCALED    
 KY1028* NAVD 88     -       325.458  (meters)    1067.77   (feet)  ADJUSTED  
 KY1028  ___________________________________________________________________
 KY1028  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY1028  DYNAMIC HT  -         325.298 (meters)    1067.25  (feet)  COMP
 KY1028  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 KY1028
 KY1028  VERT ORDER  -  FIRST     CLASS I
 KY1028
 KY1028.The horizontal coordinates were scaled from a topographic map and have
 KY1028.an estimated accuracy of +/- 6 seconds.
 KY1028
 KY1028.The orthometric height was determined by differential leveling
 KY1028.and adjusted by the National Geodetic Survey in June 1991..
 KY1028
 KY1028.The geoid height was determined by GEOID03.
 KY1028
 KY1028.The dynamic height is computed by dividing the NAVD 88
 KY1028.geopotential number by the normal gravity value computed on the
 KY1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1028.degrees latitude (g = 980.6199 gals.).
 KY1028
 KY1028.The modeled gravity was interpolated from observed gravity values.
 KY1028
 KY1028;                    North         East    Units  Estimated Accuracy
 KY1028;SPC OH N     -   136,700.      748,620.      MT  (+/- 180 meters Scaled)
 KY1028
 KY1028                          SUPERSEDED SURVEY CONTROL
 KY1028
 KY1028  NGVD 29 (??/??/92)  325.596  (m)         1068.23   (f) ADJ UNCH    1 1
 KY1028
 KY1028.Superseded values are not recommended for survey control.
 KY1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1028.See file dsdata.txt to determine how the superseded data were derived.
 KY1028
 KY1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF222259(NAD 83)
 KY1028_MARKER: DB = BENCH MARK DISK
 KY1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1028_STAMPING: J 149 1949
 KY1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1028+STABILITY: SURFACE MOTION
 KY1028
 KY1028  HISTORY     - Date     Condition        Report By
 KY1028  HISTORY     - 1946     MONUMENTED       CGS
 KY1028  HISTORY     - 1966     GOOD             NGS
 KY1028  HISTORY     - 20000227 GOOD             USPSQD
 KY1028
 KY1028                          STATION DESCRIPTION
 KY1028
 KY1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1028'1.2 MI E FROM LEETONIA.
 KY1028'ABOUT 1.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1028'CROSSING OF WALNUT STREET AT LEETONIA, 47 FEET NORTH OF THE
 KY1028'CENTER OF THE CROSSING OF A GRAVELED ROAD AND THE WESTBOUND
 KY1028'TRACK, 59 FEET NORTHWEST OF AND ACROSS THE GRAVELED ROAD
 KY1028'FROM MILEPOST P 62, IN SECTION 7, R 2 W, 12 N, 26 1/2
 KY1028'FEET NORTH OF A CROSSING SIGN, 20 FEET NORTHWEST OF THE
 KY1028'CENTER LINE OF THE GRAVELED ROAD, 5 1/2 FEET WEST-SOUTHWEST OF
 KY1028'A POWER LINE POLE, 0.8 FOOT EAST OF A METAL WITNESS POST, ABOUT
 KY1028'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 KY1028'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK
 KY1028'MAY BE REACHED BY GOING 2.2 MILES WEST ALONG THE PENNSYLVANIA
 KY1028'RAILROAD FROM THE STATION AT COLUMBIANA.
 KY1028
 KY1028                          STATION RECOVERY (2000)
 KY1028
 KY1028'RECOVERY NOTE BY US POWER SQUADRON 2000
 KY1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1107 ***********************************************************************
 MB1107  DESIGNATION -  J 15
 MB1107  PID         -  MB1107
 MB1107  STATE/COUNTY-  OH/GEAUGA
 MB1107  USGS QUAD   -  MIDDLEFIELD (1994)
 MB1107
 MB1107                         *CURRENT SURVEY CONTROL
 MB1107  ___________________________________________________________________
 MB1107* NAD 83(1986)-  41 26 38.     (N)    081 02 38.     (W)     SCALED    
 MB1107* NAVD 88     -       340.410  (meters)    1116.83   (feet)  ADJUSTED  
 MB1107  ___________________________________________________________________
 MB1107  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB1107  DYNAMIC HT  -         340.268 (meters)    1116.36  (feet)  COMP
 MB1107  MODELED GRAV-     980,194.2   (mgal)                       NAVD 88
 MB1107
 MB1107  VERT ORDER  -  SECOND    CLASS 0
 MB1107
 MB1107.The horizontal coordinates were scaled from a topographic map and have
 MB1107.an estimated accuracy of +/- 6 seconds.
 MB1107
 MB1107.The orthometric height was determined by differential leveling
 MB1107.and adjusted by the National Geodetic Survey in June 1991..
 MB1107
 MB1107.The geoid height was determined by GEOID03.
 MB1107
 MB1107.The dynamic height is computed by dividing the NAVD 88
 MB1107.geopotential number by the normal gravity value computed on the
 MB1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1107.degrees latitude (g = 980.6199 gals.).
 MB1107
 MB1107.The modeled gravity was interpolated from observed gravity values.
 MB1107
 MB1107;                    North         East    Units  Estimated Accuracy
 MB1107;SPC OH N     -   198,370.      721,670.      MT  (+/- 180 meters Scaled)
 MB1107
 MB1107                          SUPERSEDED SURVEY CONTROL
 MB1107
 MB1107  NGVD 29 (??/??/92)  340.592  (m)         1117.43   (f) ADJ UNCH    2 0
 MB1107
 MB1107.Superseded values are not recommended for survey control.
 MB1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1107.See file dsdata.txt to determine how the superseded data were derived.
 MB1107
 MB1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF963880(NAD 83)
 MB1107_MARKER: DB = BENCH MARK DISK
 MB1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1107_STAMPING: J 15 1934
 MB1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1107+STABILITY: SURFACE MOTION
 MB1107
 MB1107  HISTORY     - Date     Condition        Report By
 MB1107  HISTORY     - 1934     MONUMENTED       CGS
 MB1107
 MB1107                          STATION DESCRIPTION
 MB1107
 MB1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MB1107'2 MI S FROM MIDDLEFIELD.
 MB1107'2.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 MB1107'STATION AT MIDDLEFIELD, GEAUGA COUNTY, 0.6 MILE SOUTH OF THE
 MB1107'SIDING AT SUMMIT, 3.5 FEET NORTH OF THE EIGHTH POLE NORTH OF
 MB1107'MILEPOST 110, AT A FARM-ROAD CROSSING, 21 YARDS NORTHEAST OF THE
 MB1107'INTERSECTION OF THE CENTERLINE OF THE ROAD, WITH THE EAST RAIL,
 MB1107'10 YARDS EAST OF THE EAST RAIL, AND ABOUT LEVEL WITH THE TOP
 MB1107'OF THE RAIL.  A STANDARD DISK, STAMPED J 15 1934 AND SET IN THE
 MB1107'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0742 ***********************************************************************
 MB0742  DESIGNATION -  J 150
 MB0742  PID         -  MB0742
 MB0742  STATE/COUNTY-  OH/MAHONING
 MB0742  USGS QUAD   -  CANFIELD (1979)
 MB0742
 MB0742                         *CURRENT SURVEY CONTROL
 MB0742  ___________________________________________________________________
 MB0742* NAD 83(1986)-  41 00 10.     (N)    080 48 59.     (W)     SCALED    
 MB0742* NAVD 88     -       351.642  (meters)    1153.68   (feet)  ADJUSTED  
 MB0742  ___________________________________________________________________
 MB0742  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB0742  DYNAMIC HT  -         351.477 (meters)    1153.14  (feet)  COMP
 MB0742  MODELED GRAV-     980,146.9   (mgal)                       NAVD 88
 MB0742
 MB0742  VERT ORDER  -  SECOND    CLASS 0
 MB0742
 MB0742.The horizontal coordinates were scaled from a topographic map and have
 MB0742.an estimated accuracy of +/- 6 seconds.
 MB0742
 MB0742.The orthometric height was determined by differential leveling
 MB0742.and adjusted by the National Geodetic Survey in June 1991..
 MB0742
 MB0742.The geoid height was determined by GEOID03.
 MB0742
 MB0742.The dynamic height is computed by dividing the NAVD 88
 MB0742.geopotential number by the normal gravity value computed on the
 MB0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0742.degrees latitude (g = 980.6199 gals.).
 MB0742
 MB0742.The modeled gravity was interpolated from observed gravity values.
 MB0742
 MB0742;                    North         East    Units  Estimated Accuracy
 MB0742;SPC OH N     -   149,740.      741,630.      MT  (+/- 180 meters Scaled)
 MB0742
 MB0742                          SUPERSEDED SURVEY CONTROL
 MB0742
 MB0742  NGVD 29 (??/??/92)  351.805  (m)         1154.21   (f) ADJ UNCH    2 0
 MB0742
 MB0742.Superseded values are not recommended for survey control.
 MB0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0742.See file dsdata.txt to determine how the superseded data were derived.
 MB0742
 MB0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF154390(NAD 83)
 MB0742_MARKER: DB = BENCH MARK DISK
 MB0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0742_STAMPING: J 150 1949
 MB0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0742+STABILITY: SURFACE MOTION
 MB0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0742+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 MB0742
 MB0742  HISTORY     - Date     Condition        Report By
 MB0742  HISTORY     - 1949     MONUMENTED       CGS
 MB0742  HISTORY     - 1950     GOOD             NGS
 MB0742  HISTORY     - 19960822 GOOD             USPSQD
 MB0742  HISTORY     - 20060220 GOOD             GEOCAC
 MB0742
 MB0742                          STATION DESCRIPTION
 MB0742
 MB0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0742'3.6 MI SE FROM ELLSWORTH.
 MB0742'ABOUT 2.0 MILES EAST ALONG U.S. 224 FROM THE POST OFFICE AT
 MB0742'ELLSWORTH, THENCE ABOUT 1.55 MILES SOUTH ALONG KNAUF ROAD, AT THE
 MB0742'INTERSECTION OF KNAUF ROAD AND LEFFINGWELL ROAD, 23 FEET WEST OF
 MB0742'THE CENTERLINE OF KNAUF ROAD, 52.5 FEET NORTH OF THE CENTERLINE
 MB0742'OF LEFFINGWELL ROAD, 5.5 FEET NORTH OF POLE 49-36, 1 FOOT EAST OF
 MB0742'FENCE LINE.  IT IS 2 FEET NORTH OF A WHITE WITNESS POST AND ABOUT
 MB0742'LEVEL WITH THE CENTER OF THE ROADS.  A STANDARD DISK SET IN THE
 MB0742'TOP OF A CONCRETE POST AND ABOUT FLUSH WITH THE LEVEL OF THE
 MB0742'GROUND.
 MB0742
 MB0742                          STATION RECOVERY (1996)
 MB0742
 MB0742'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0742'RECOVERED IN GOOD CONDITION.
 MB0742
 MB0742                          STATION RECOVERY (2006)
 MB0742
 MB0742'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0696 ***********************************************************************
 MB0696  DESIGNATION -  J 151
 MB0696  PID         -  MB0696
 MB0696  STATE/COUNTY-  OH/MAHONING
 MB0696  USGS QUAD   -  LAKE MILTON (1979)
 MB0696
 MB0696                         *CURRENT SURVEY CONTROL
 MB0696  ___________________________________________________________________
 MB0696* NAD 83(1986)-  41 04 34.     (N)    080 55 44.     (W)     SCALED    
 MB0696* NAVD 88     -       331.809  (meters)    1088.61   (feet)  ADJUSTED  
 MB0696  ___________________________________________________________________
 MB0696  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB0696  DYNAMIC HT  -         331.659 (meters)    1088.12  (feet)  COMP
 MB0696  MODELED GRAV-     980,162.0   (mgal)                       NAVD 88
 MB0696
 MB0696  VERT ORDER  -  SECOND    CLASS 0
 MB0696
 MB0696.The horizontal coordinates were scaled from a topographic map and have
 MB0696.an estimated accuracy of +/- 6 seconds.
 MB0696
 MB0696.The orthometric height was determined by differential leveling
 MB0696.and adjusted by the National Geodetic Survey in June 1991..
 MB0696
 MB0696.The geoid height was determined by GEOID03.
 MB0696
 MB0696.The dynamic height is computed by dividing the NAVD 88
 MB0696.geopotential number by the normal gravity value computed on the
 MB0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0696.degrees latitude (g = 980.6199 gals.).
 MB0696
 MB0696.The modeled gravity was interpolated from observed gravity values.
 MB0696
 MB0696;                    North         East    Units  Estimated Accuracy
 MB0696;SPC OH N     -   157,700.      732,020.      MT  (+/- 180 meters Scaled)
 MB0696
 MB0696                          SUPERSEDED SURVEY CONTROL
 MB0696
 MB0696  NGVD 29 (??/??/92)  331.979  (m)         1089.17   (f) ADJ UNCH    2 0
 MB0696
 MB0696.Superseded values are not recommended for survey control.
 MB0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0696.See file dsdata.txt to determine how the superseded data were derived.
 MB0696
 MB0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF059472(NAD 83)
 MB0696_MARKER: DB = BENCH MARK DISK
 MB0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0696_STAMPING: K 151 1949
 MB0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0696+STABILITY: SURFACE MOTION
 MB0696
 MB0696  HISTORY     - Date     Condition        Report By
 MB0696  HISTORY     - 1949     MONUMENTED       CGS
 MB0696  HISTORY     - 1950     GOOD             NGS
 MB0696  HISTORY     - 20060723 MARK NOT FOUND   GEOCAC
 MB0696
 MB0696                          STATION DESCRIPTION
 MB0696
 MB0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0696'2.6 MI NW FROM ROSEMONT.
 MB0696'ABOUT 2.6 MILES NORTHWEST ALONG CANFIELD-PALMYRA ROAD FROM THE
 MB0696'PENNSYLVANIA RAILROAD CROSSING AT ROSEMONT, AT THE JUNCTION WITH
 MB0696'ORRS CORNERS-NEWTON FALLS ROAD.  IT IS 46.5 FEET WEST-SOUTHEAST
 MB0696'OF THE ORRS CORNERS ROAD, 27.5 FEET NORTH OF THE CENTERLINE OF
 MB0696'THE CANFIELD ROAD, 4 FEET WEST OF POLE 292-N-43 AND 61.5 FEET
 MB0696'NORTHWEST OF THE INTERSECTION.  IT IS 2 FEET NORTH OF A WHITE
 MB0696'WITNESS POST AND ABOUT LEVEL WITH THE ROADS.  A STANDARD DISK
 MB0696'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MB0696
 MB0696                          STATION RECOVERY (2006)
 MB0696
 MB0696'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0696'THE AREA HAS BEEN REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0921 ***********************************************************************
 MB0921  DESIGNATION -  J 152
 MB0921  PID         -  MB0921
 MB0921  STATE/COUNTY-  OH/TRUMBULL
 MB0921  USGS QUAD   -  SHARON WEST (1994)
 MB0921
 MB0921                         *CURRENT SURVEY CONTROL
 MB0921  ___________________________________________________________________
 MB0921* NAD 83(1986)-  41 14 03.     (N)    080 34 23.     (W)     SCALED    
 MB0921* NAVD 88     -       352.216  (meters)    1155.56   (feet)  ADJUSTED  
 MB0921  ___________________________________________________________________
 MB0921  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0921  DYNAMIC HT  -         352.059 (meters)    1155.05  (feet)  COMP
 MB0921  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 MB0921
 MB0921  VERT ORDER  -  SECOND    CLASS 0
 MB0921
 MB0921.The horizontal coordinates were scaled from a topographic map and have
 MB0921.an estimated accuracy of +/- 6 seconds.
 MB0921
 MB0921.The orthometric height was determined by differential leveling
 MB0921.and adjusted by the National Geodetic Survey in June 1991..
 MB0921
 MB0921.The geoid height was determined by GEOID03.
 MB0921
 MB0921.The dynamic height is computed by dividing the NAVD 88
 MB0921.geopotential number by the normal gravity value computed on the
 MB0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0921.degrees latitude (g = 980.6199 gals.).
 MB0921
 MB0921.The modeled gravity was interpolated from observed gravity values.
 MB0921
 MB0921;                    North         East    Units  Estimated Accuracy
 MB0921;SPC OH N     -   175,850.      761,530.      MT  (+/- 180 meters Scaled)
 MB0921
 MB0921                          SUPERSEDED SURVEY CONTROL
 MB0921
 MB0921  NGVD 29 (??/??/92)  352.381  (m)         1156.10   (f) ADJ UNCH    2 0
 MB0921
 MB0921.Superseded values are not recommended for survey control.
 MB0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0921.See file dsdata.txt to determine how the superseded data were derived.
 MB0921
 MB0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF357648(NAD 83)
 MB0921_MARKER: DB = BENCH MARK DISK
 MB0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0921_STAMPING: J 152 1950
 MB0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0921+STABILITY: SURFACE MOTION
 MB0921
 MB0921  HISTORY     - Date     Condition        Report By
 MB0921  HISTORY     - 1950     MONUMENTED       CGS
 MB0921  HISTORY     - 19910925 MARK NOT FOUND   OHDT
 MB0921
 MB0921                          STATION DESCRIPTION
 MB0921
 MB0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0921'0.3 MI W FROM BROOKFIELD.
 MB0921'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 82 FROM ITS INTERSECTION
 MB0921'WITH STATE HIGHWAY 7, IN BROOKFIELD, AT A JUNCTION WITH A STREET
 MB0921'LEADING SOUTH, 26 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 MB0921'82, 26 FEET EAST OF THE EXTENDED CENTERLINE OF STREET LEADING
 MB0921'SOUTH, 10 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STEEL
 MB0921'PLATE OF A DRAIN UNDER STATE HIGHWAY 82, 16 FEET EAST OF A 16
 MB0921'INCH TWIN TRUNK TREE.  IT IS 2 FEET EAST OF A WHITE WITNESS
 MB0921'POST AND ABOUT 1 FOOT BELOW THE LEVEL OF STATE HIGHWAY 82.  A
 MB0921'STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND ABOUT FLUSH
 MB0921'WITH THE LEVEL OF THE GROUND.
 MB0921
 MB0921                          STATION RECOVERY (1991)
 MB0921
 MB0921'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PM)
 MB0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0971 ***********************************************************************
 MB0971  DESIGNATION -  J 154
 MB0971  PID         -  MB0971
 MB0971  STATE/COUNTY-  OH/MAHONING
 MB0971  USGS QUAD   -  CAMPBELL (1979)
 MB0971
 MB0971                         *CURRENT SURVEY CONTROL
 MB0971  ___________________________________________________________________
 MB0971* NAD 83(1986)-  41 05 27.     (N)    080 36 28.     (W)     SCALED    
 MB0971* NAVD 88     -       320.000  (meters)    1049.87   (feet)  ADJUSTED  
 MB0971  ___________________________________________________________________
 MB0971  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 MB0971  DYNAMIC HT  -         319.852 (meters)    1049.38  (feet)  COMP
 MB0971  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 MB0971
 MB0971  VERT ORDER  -  SECOND    CLASS 0
 MB0971
 MB0971.The horizontal coordinates were scaled from a topographic map and have
 MB0971.an estimated accuracy of +/- 6 seconds.
 MB0971
 MB0971.The orthometric height was determined by differential leveling
 MB0971.and adjusted by the National Geodetic Survey in June 1991..
 MB0971
 MB0971.The geoid height was determined by GEOID03.
 MB0971
 MB0971.The dynamic height is computed by dividing the NAVD 88
 MB0971.geopotential number by the normal gravity value computed on the
 MB0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0971.degrees latitude (g = 980.6199 gals.).
 MB0971
 MB0971.The modeled gravity was interpolated from observed gravity values.
 MB0971
 MB0971;                    North         East    Units  Estimated Accuracy
 MB0971;SPC OH N     -   159,870.      758,960.      MT  (+/- 180 meters Scaled)
 MB0971
 MB0971                          SUPERSEDED SURVEY CONTROL
 MB0971
 MB0971  NGVD 29 (??/??/92)  320.176  (m)         1050.44   (f) ADJ UNCH    2 0
 MB0971
 MB0971.Superseded values are not recommended for survey control.
 MB0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0971.See file dsdata.txt to determine how the superseded data were derived.
 MB0971
 MB0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF329489(NAD 83)
 MB0971_MARKER: DB = BENCH MARK DISK
 MB0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0971_STAMPING: J 154 1950
 MB0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0971+STABILITY: SURFACE MOTION
 MB0971
 MB0971  HISTORY     - Date     Condition        Report By
 MB0971  HISTORY     - 1950     MONUMENTED       CGS
 MB0971  HISTORY     - 1963     MARK NOT FOUND   USGS
 MB0971
 MB0971                          STATION DESCRIPTION
 MB0971
 MB0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0971'2.2 MI W FROM COITSVILLE.
 MB0971'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 422 FROM ITS INTERSECTION
 MB0971'WITH STATE HIGHWAY 616, AT THE JUNCTION OF U.S. HIGHWAY 422 AND
 MB0971'COURTLAND AVENUE, 10 FEET SOUTH OF THE SOUTH CURB OF U.S. HIGHWAY
 MB0971'422, 21 FEET WEST OF THE EXTENDED CENTERLINE OF COURTLAND AVENUE,
 MB0971'3 FEET WEST OF POLE 23-131, 37.5 FEET WEST OF THE WEST END OF
 MB0971'A CONCRETE HEADWALL OF A CULVERT.  IT IS 3 FEET SOUTH OF A WHITE
 MB0971'WITNESS POST AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE CENTER OF
 MB0971'U.S. HIGHWAY 422.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0971'POST AND PROJECTING 3 INCHES.
 MB0971
 MB0971                          STATION RECOVERY (1963)
 MB0971
 MB0971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MB0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0835 ***********************************************************************
 MB0835  DESIGNATION -  J 155
 MB0835  PID         -  MB0835
 MB0835  STATE/COUNTY-  OH/MAHONING
 MB0835  USGS QUAD   -  WARREN (1994)
 MB0835
 MB0835                         *CURRENT SURVEY CONTROL
 MB0835  ___________________________________________________________________
 MB0835* NAD 83(1986)-  41 08 03.     (N)    080 49 29.     (W)     SCALED    
 MB0835* NAVD 88     -       288.841  (meters)     947.64   (feet)  ADJUSTED  
 MB0835  ___________________________________________________________________
 MB0835  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB0835  DYNAMIC HT  -         288.712 (meters)     947.22  (feet)  COMP
 MB0835  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 MB0835
 MB0835  VERT ORDER  -  SECOND    CLASS 0
 MB0835
 MB0835.The horizontal coordinates were scaled from a topographic map and have
 MB0835.an estimated accuracy of +/- 6 seconds.
 MB0835
 MB0835.The orthometric height was determined by differential leveling
 MB0835.and adjusted by the National Geodetic Survey in June 1991..
 MB0835
 MB0835.The geoid height was determined by GEOID03.
 MB0835
 MB0835.The dynamic height is computed by dividing the NAVD 88
 MB0835.geopotential number by the normal gravity value computed on the
 MB0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0835.degrees latitude (g = 980.6199 gals.).
 MB0835
 MB0835.The modeled gravity was interpolated from observed gravity values.
 MB0835
 MB0835;                    North         East    Units  Estimated Accuracy
 MB0835;SPC OH N     -   164,310.      740,650.      MT  (+/- 180 meters Scaled)
 MB0835
 MB0835                          SUPERSEDED SURVEY CONTROL
 MB0835
 MB0835  NGVD 29 (??/??/92)  289.021  (m)          948.23   (f) ADJ UNCH    2 0
 MB0835
 MB0835.Superseded values are not recommended for survey control.
 MB0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0835.See file dsdata.txt to determine how the superseded data were derived.
 MB0835
 MB0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF147536(NAD 83)
 MB0835_MARKER: DB = BENCH MARK DISK
 MB0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0835_STAMPING: J 155 1950
 MB0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0835+STABILITY: SURFACE MOTION
 MB0835
 MB0835  HISTORY     - Date     Condition        Report By
 MB0835  HISTORY     - 1950     MONUMENTED       CGS
 MB0835  HISTORY     - 20060223 MARK NOT FOUND   GEOCAC
 MB0835
 MB0835                          STATION DESCRIPTION
 MB0835
 MB0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0835'1.8 MI W FROM OHLTOWN.
 MB0835'ABOUT 1.8 MILES WEST ALONG MAHONING-TRUMBULL COUNTY LINE ROAD
 MB0835'FROM THE EAST END OF THE OHLTOWN VIADUCT OVER MEANDER RESERVOIR,
 MB0835'AT THE JUNCTION WITH LIPKE ROAD.  IT IS 26 FEET WEST OF THE
 MB0835'CENTERLINE OF LIPKE ROAD, 18 FEET SOUTHWEST OF THE SOUTH END OF
 MB0835'A GUARD RAIL, 4 FEET EAST OF POLE 326 - 13, AND 4 FEET EAST OF
 MB0835'A WHITE WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A
 MB0835'CONCRETE POST SET FLUSH WITH THE GROUND.
 MB0835
 MB0835                          STATION RECOVERY (2006)
 MB0835
 MB0835'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0835'CONCRETE POST RECOVERED, DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0604 ***********************************************************************
 MB0604  DESIGNATION -  J 156
 MB0604  PID         -  MB0604
 MB0604  STATE/COUNTY-  OH/TRUMBULL
 MB0604  USGS QUAD   -  SHARON WEST (1994)
 MB0604
 MB0604                         *CURRENT SURVEY CONTROL
 MB0604  ___________________________________________________________________
 MB0604* NAD 83(1986)-  41 13 02.     (N)    080 31 14.     (W)     SCALED    
 MB0604* NAVD 88     -       258.258  (meters)     847.30   (feet)  ADJUSTED  
 MB0604  ___________________________________________________________________
 MB0604  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB0604  DYNAMIC HT  -         258.142 (meters)     846.92  (feet)  COMP
 MB0604  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 MB0604
 MB0604  VERT ORDER  -  SECOND    CLASS 0
 MB0604
 MB0604.The horizontal coordinates were scaled from a topographic map and have
 MB0604.an estimated accuracy of +/- 6 seconds.
 MB0604
 MB0604.The orthometric height was determined by differential leveling
 MB0604.and adjusted by the National Geodetic Survey in June 1991..
 MB0604
 MB0604.The geoid height was determined by GEOID03.
 MB0604
 MB0604.The dynamic height is computed by dividing the NAVD 88
 MB0604.geopotential number by the normal gravity value computed on the
 MB0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0604.degrees latitude (g = 980.6199 gals.).
 MB0604
 MB0604.The modeled gravity was interpolated from observed gravity values.
 MB0604
 MB0604;                    North         East    Units  Estimated Accuracy
 MB0604;SPC OH N     -   174,070.      765,970.      MT  (+/- 180 meters Scaled)
 MB0604
 MB0604                          SUPERSEDED SURVEY CONTROL
 MB0604
 MB0604  NGVD 29 (??/??/92)  258.423  (m)          847.84   (f) ADJ UNCH    2 0
 MB0604
 MB0604.Superseded values are not recommended for survey control.
 MB0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0604.See file dsdata.txt to determine how the superseded data were derived.
 MB0604
 MB0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF401629(NAD 83)
 MB0604_MARKER: DB = BENCH MARK DISK
 MB0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0604_SP_SET: CULVERT
 MB0604_STAMPING: J 156 1950
 MB0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0604+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 MB0604
 MB0604  HISTORY     - Date     Condition        Report By
 MB0604  HISTORY     - 1950     MONUMENTED       CGS
 MB0604  HISTORY     - 19911107 MARK NOT FOUND   OHDT
 MB0604  HISTORY     - 20060718 GOOD             GEOCAC
 MB0604
 MB0604                          STATION DESCRIPTION
 MB0604
 MB0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0604'1.2 MI S FROM SHARON.
 MB0604'ABOUT 1.2 MILES SOUTH ALONG THE ERIE RAILROAD TRACKS FROM ITS
 MB0604'STATION AT SHARON, IN THE TOP AND WEST HEADWALL OF A 2 FOOT
 MB0604'CULVERT 79-68, 8.5 FEET WEST OF THE WEST RAIL, 50.5 FEET
 MB0604'SOUTH OF THE SOUTH BASE OF THE SIGNAL TOWER.  A STANDARD DISK
 MB0604'CEMENTED IN A DRILLED HOLE AND ABOUT 2 FEET BELOW THE LEVEL OF
 MB0604'THE TRACKS.
 MB0604
 MB0604                          STATION RECOVERY (1991)
 MB0604
 MB0604'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (JF)
 MB0604'------ REPORT BY ODOT ---------1991--------- CONDITION - UNKNOWN ----
 MB0604'NOTE*MEASURED ALL DISTANCES NO CULVERT WAS FOUND.
 MB0604
 MB0604                          STATION RECOVERY (2006)
 MB0604
 MB0604'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0585 ***********************************************************************
 MB0585  DESIGNATION -  J 157
 MB0585  PID         -  MB0585
 MB0585  STATE/COUNTY-  OH/MAHONING
 MB0585  USGS QUAD   -  LAKE MILTON (1979)
 MB0585
 MB0585                         *CURRENT SURVEY CONTROL
 MB0585  ___________________________________________________________________
 MB0585* NAD 83(1986)-  41 04 36.     (N)    080 52 50.     (W)     SCALED    
 MB0585* NAVD 88     -       323.717  (meters)    1062.06   (feet)  ADJUSTED  
 MB0585  ___________________________________________________________________
 MB0585  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB0585  DYNAMIC HT  -         323.570 (meters)    1061.58  (feet)  COMP
 MB0585  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 MB0585
 MB0585  VERT ORDER  -  FIRST     CLASS II
 MB0585
 MB0585.The horizontal coordinates were scaled from a topographic map and have
 MB0585.an estimated accuracy of +/- 6 seconds.
 MB0585
 MB0585.The orthometric height was determined by differential leveling
 MB0585.and adjusted by the National Geodetic Survey in June 1991..
 MB0585
 MB0585.The geoid height was determined by GEOID03.
 MB0585
 MB0585.The dynamic height is computed by dividing the NAVD 88
 MB0585.geopotential number by the normal gravity value computed on the
 MB0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0585.degrees latitude (g = 980.6199 gals.).
 MB0585
 MB0585.The modeled gravity was interpolated from observed gravity values.
 MB0585
 MB0585;                    North         East    Units  Estimated Accuracy
 MB0585;SPC OH N     -   157,840.      736,080.      MT  (+/- 180 meters Scaled)
 MB0585
 MB0585                          SUPERSEDED SURVEY CONTROL
 MB0585
 MB0585  NGVD 29 (??/??/92)  323.890  (m)         1062.63   (f) ADJ UNCH    1 2
 MB0585
 MB0585.Superseded values are not recommended for survey control.
 MB0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0585.See file dsdata.txt to determine how the superseded data were derived.
 MB0585
 MB0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF100472(NAD 83)
 MB0585_MARKER: DB = BENCH MARK DISK
 MB0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0585_STAMPING: J 157 1950
 MB0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0585+STABILITY: SURFACE MOTION
 MB0585
 MB0585  HISTORY     - Date     Condition        Report By
 MB0585  HISTORY     - 1950     MONUMENTED       CGS
 MB0585  HISTORY     - 20060323 MARK NOT FOUND   GEOCAC
 MB0585
 MB0585                          STATION DESCRIPTION
 MB0585
 MB0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0585'1 MI NE FROM ROSEMONT.
 MB0585'ABOUT 1 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MB0585'ROSEMONT, AT THE CROSSING OF BLOTT ROAD.  IT IS 20.5 FEET
 MB0585'EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL 19.5 FEET NORTH OF THE
 MB0585'CENTERLINE OF BLOTT ROAD, 11.5 FEET WEST-SOUTHWEST OF THE CORNER
 MB0585'FENCE POST AND 3 FEET EAST OF A WHITE WITNESS POST.  A STANDARD
 MB0585'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES AND
 MB0585'ABOUT LEVEL WITH TRACKS.  THIS MARK CAN ALSO BE REACHED BY GOING
 MB0585'1.7 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM ITS
 MB0585'STATION AT NORTH JACKSON.
 MB0585
 MB0585                          STATION RECOVERY (2006)
 MB0585
 MB0585'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 MB0585'THE AREA HAS BEEN EXTENSIVELY REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0534 ***********************************************************************
 MB0534  DESIGNATION -  J 158
 MB0534  PID         -  MB0534
 MB0534  STATE/COUNTY-  OH/MAHONING
 MB0534  USGS QUAD   -  CAMPBELL (1979)
 MB0534
 MB0534                         *CURRENT SURVEY CONTROL
 MB0534  ___________________________________________________________________
 MB0534* NAD 83(1986)-  41 03 15.     (N)    080 34 32.     (W)     SCALED    
 MB0534* NAVD 88     -       256.293  (meters)     840.85   (feet)  ADJUSTED  
 MB0534  ___________________________________________________________________
 MB0534  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 MB0534  DYNAMIC HT  -         256.173 (meters)     840.46  (feet)  COMP
 MB0534  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 MB0534
 MB0534  VERT ORDER  -  FIRST     CLASS II
 MB0534
 MB0534.The horizontal coordinates were scaled from a topographic map and have
 MB0534.an estimated accuracy of +/- 6 seconds.
 MB0534
 MB0534.The orthometric height was determined by differential leveling
 MB0534.and adjusted by the National Geodetic Survey in June 1991..
 MB0534
 MB0534.The geoid height was determined by GEOID03.
 MB0534
 MB0534.The dynamic height is computed by dividing the NAVD 88
 MB0534.geopotential number by the normal gravity value computed on the
 MB0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0534.degrees latitude (g = 980.6199 gals.).
 MB0534
 MB0534.The modeled gravity was interpolated from observed gravity values.
 MB0534
 MB0534;                    North         East    Units  Estimated Accuracy
 MB0534;SPC OH N     -   155,860.      761,760.      MT  (+/- 180 meters Scaled)
 MB0534
 MB0534                          SUPERSEDED SURVEY CONTROL
 MB0534
 MB0534  NGVD 29 (??/??/92)  256.465  (m)          841.42   (f) ADJ UNCH    1 2
 MB0534
 MB0534.Superseded values are not recommended for survey control.
 MB0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0534.See file dsdata.txt to determine how the superseded data were derived.
 MB0534
 MB0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF356448(NAD 83)
 MB0534_MARKER: DB = BENCH MARK DISK
 MB0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0534_STAMPING: J 158 1950
 MB0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0534+STABILITY: SURFACE MOTION
 MB0534
 MB0534  HISTORY     - Date     Condition        Report By
 MB0534  HISTORY     - 1950     MONUMENTED       CGS
 MB0534
 MB0534                          STATION DESCRIPTION
 MB0534
 MB0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0534'2.5 MI NW FROM LOWELLVILLE.
 MB0534'ABOUT 2.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0534'FROM THE PITTSBURG AND LAKE ERIE STATION AT LOWELLVILLE, AT
 MB0534'MILE-POST 70-24 AND NEAR THE JUNCTION OF STATE HIGHWAY 289 AND
 MB0534'THE STRUTHERS- NEW CASTLE ROAD.  IT IS 34.5 FEET NORTHEAST OF THE
 MB0534'NORTHEAST RAIL, 35 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 MB0534'289, 4 FEET WEST-SOUTHWEST OF MILE-POST 70-24, 37 FEET SOUTHWEST
 MB0534'OF THE JUNCTION OF THE CENTERLINES OF THE TWO ROADS, 3 FEET
 MB0534'SOUTHEAST OF A WHITE WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE
 MB0534'TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 MB0534'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1045 ***********************************************************************
 KY1045  DESIGNATION -  J 159
 KY1045  PID         -  KY1045
 KY1045  STATE/COUNTY-  OH/COLUMBIANA
 KY1045  USGS QUAD   -  DAMASCUS (1994)
 KY1045
 KY1045                         *CURRENT SURVEY CONTROL
 KY1045  ___________________________________________________________________
 KY1045* NAD 83(1986)-  40 54 37.     (N)    080 52 51.     (W)     SCALED    
 KY1045* NAVD 88     -       352.726  (meters)    1157.24   (feet)  ADJUSTED  
 KY1045  ___________________________________________________________________
 KY1045  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY1045  DYNAMIC HT  -         352.558 (meters)    1156.68  (feet)  COMP
 KY1045  MODELED GRAV-     980,136.0   (mgal)                       NAVD 88
 KY1045
 KY1045  VERT ORDER  -  FIRST     CLASS I
 KY1045
 KY1045.The horizontal coordinates were scaled from a topographic map and have
 KY1045.an estimated accuracy of +/- 6 seconds.
 KY1045
 KY1045.The orthometric height was determined by differential leveling
 KY1045.and adjusted by the National Geodetic Survey in June 1991..
 KY1045
 KY1045.The geoid height was determined by GEOID03.
 KY1045
 KY1045.The dynamic height is computed by dividing the NAVD 88
 KY1045.geopotential number by the normal gravity value computed on the
 KY1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1045.degrees latitude (g = 980.6199 gals.).
 KY1045
 KY1045.The modeled gravity was interpolated from observed gravity values.
 KY1045
 KY1045;                    North         East    Units  Estimated Accuracy
 KY1045;SPC OH N     -   139,360.      736,400.      MT  (+/- 180 meters Scaled)
 KY1045
 KY1045                          SUPERSEDED SURVEY CONTROL
 KY1045
 KY1045  NGVD 29 (??/??/92)  352.883  (m)         1157.75   (f) ADJ UNCH    1 1
 KY1045
 KY1045.Superseded values are not recommended for survey control.
 KY1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1045.See file dsdata.txt to determine how the superseded data were derived.
 KY1045
 KY1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF100288(NAD 83)
 KY1045_MARKER: DB = BENCH MARK DISK
 KY1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1045_STAMPING: J 159 1950
 KY1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1045+STABILITY: SURFACE MOTION
 KY1045
 KY1045  HISTORY     - Date     Condition        Report By
 KY1045  HISTORY     - 1950     MONUMENTED       CGS
 KY1045  HISTORY     - 1966     GOOD             NGS
 KY1045
 KY1045                          STATION DESCRIPTION
 KY1045
 KY1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY1045'1.7 MI NW FROM SALEM.
 KY1045'ABOUT 1.7 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD
 KY1045'FROM THE STATION AT SALEM, ABOUT 0.4 MILE NORTHWEST OF MILEPOST
 KY1045'P 71, ABOUT 0.3 MILE SOUTHEAST OF THE CROSSING OF ALLEN ROAD,
 KY1045'21.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF NEAR TRACK, IN
 KY1045'SECTION 35, R 4 W, T 17 N, 2 FEET EAST OF THE SOUTH CORNER OF
 KY1045'THE SOUTHEAST CONCRETE BASE FOR SIGNAL BRIDGE NO. 715, 1.2 FEET
 KY1045'SOUTHEAST OF THE SOUTHEAST EDGE OF CONCRETE BASE, 1.1 FEET
 KY1045'NORTHEAST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL
 KY1045'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT
 KY1045'BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0053 ***********************************************************************
 MD0053  DESIGNATION -  J 16
 MD0053  PID         -  MD0053
 MD0053  STATE/COUNTY-  OH/FULTON
 MD0053  USGS QUAD   -  WAUSEON (1977)
 MD0053
 MD0053                         *CURRENT SURVEY CONTROL
 MD0053  ___________________________________________________________________
 MD0053* NAD 83(1986)-  41 32 53.     (N)    084 08 54.     (W)     SCALED    
 MD0053* NAVD 88     -       234.855  (meters)     770.52   (feet)  ADJUSTED  
 MD0053  ___________________________________________________________________
 MD0053  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 MD0053  DYNAMIC HT  -         234.760 (meters)     770.21  (feet)  COMP
 MD0053  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 MD0053
 MD0053  VERT ORDER  -  SECOND    CLASS 0
 MD0053
 MD0053.The horizontal coordinates were scaled from a topographic map and have
 MD0053.an estimated accuracy of +/- 6 seconds.
 MD0053
 MD0053.The orthometric height was determined by differential leveling
 MD0053.and adjusted by the National Geodetic Survey in June 1991..
 MD0053
 MD0053.The geoid height was determined by GEOID03.
 MD0053
 MD0053.The dynamic height is computed by dividing the NAVD 88
 MD0053.geopotential number by the normal gravity value computed on the
 MD0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0053.degrees latitude (g = 980.6199 gals.).
 MD0053
 MD0053.The modeled gravity was interpolated from observed gravity values.
 MD0053
 MD0053;                    North         East    Units  Estimated Accuracy
 MD0053;SPC OH N     -   210,220.      462,480.      MT  (+/- 180 meters Scaled)
 MD0053
 MD0053                          SUPERSEDED SURVEY CONTROL
 MD0053
 MD0053  NGVD 29 (??/??/92)  235.036  (m)          771.11   (f) ADJ UNCH    2 0
 MD0053
 MD0053.Superseded values are not recommended for survey control.
 MD0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0053.See file dsdata.txt to determine how the superseded data were derived.
 MD0053
 MD0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM378035(NAD 83)
 MD0053_MARKER: DB = BENCH MARK DISK
 MD0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0053_STAMPING: J 16 1934
 MD0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0053+STABILITY: SURFACE MOTION
 MD0053
 MD0053  HISTORY     - Date     Condition        Report By
 MD0053  HISTORY     - 1934     MONUMENTED       CGS
 MD0053  HISTORY     - 1959     GOOD             USGS
 MD0053  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 MD0053
 MD0053                          STATION DESCRIPTION
 MD0053
 MD0053'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MD0053'AT WAUSEON.
 MD0053'AT WAUSEON, FULTON COUNTY, ABOUT 12 YARDS WEST OF THE SOUTHWEST
 MD0053'CORNER OF THE DETROIT, TOLEDO AND IRONTON RAILROAD, AT THE
 MD0053'CROSSING OF THE NEW YORK CENTRAL RAILROAD, ABOUT 9 YARDS NORTH
 MD0053'OF THE CENTERLINE OF A CONCRETE HIGHWAY, 10 FEET WEST OF THE
 MD0053'WEST RAIL OF THE DETROIT, TOLEDO AND IRONTON RAILROAD, AND ABOUT
 MD0053'6 INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MD0053'STAMPED J 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0053
 MD0053                          STATION RECOVERY (1985)
 MD0053
 MD0053'RECOVERY NOTE BY US POWER SQUADRON 1985 (CS)
 MD0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1037 ***********************************************************************
 MB1037  DESIGNATION -  J 161
 MB1037  PID         -  MB1037
 MB1037  STATE/COUNTY-  OH/ASHTABULA
 MB1037  USGS QUAD   -  WINDSOR (1994)
 MB1037
 MB1037                         *CURRENT SURVEY CONTROL
 MB1037  ___________________________________________________________________
 MB1037* NAD 83(1986)-  41 32 07.     (N)    080 56 01.     (W)     SCALED    
 MB1037* NAVD 88     -       253.895  (meters)     832.99   (feet)  ADJUSTED  
 MB1037  ___________________________________________________________________
 MB1037  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB1037  DYNAMIC HT  -         253.795 (meters)     832.66  (feet)  COMP
 MB1037  MODELED GRAV-     980,223.3   (mgal)                       NAVD 88
 MB1037
 MB1037  VERT ORDER  -  SECOND    CLASS 0
 MB1037
 MB1037.The horizontal coordinates were scaled from a topographic map and have
 MB1037.an estimated accuracy of +/- 6 seconds.
 MB1037
 MB1037.The orthometric height was determined by differential leveling
 MB1037.and adjusted by the National Geodetic Survey in June 1991..
 MB1037
 MB1037.The geoid height was determined by GEOID03.
 MB1037
 MB1037.The dynamic height is computed by dividing the NAVD 88
 MB1037.geopotential number by the normal gravity value computed on the
 MB1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1037.degrees latitude (g = 980.6199 gals.).
 MB1037
 MB1037.The modeled gravity was interpolated from observed gravity values.
 MB1037
 MB1037;                    North         East    Units  Estimated Accuracy
 MB1037;SPC OH N     -   208,680.      730,710.      MT  (+/- 180 meters Scaled)
 MB1037
 MB1037                          SUPERSEDED SURVEY CONTROL
 MB1037
 MB1037  NGVD 29 (??/??/92)  254.082  (m)          833.60   (f) ADJ UNCH    2 0
 MB1037
 MB1037.Superseded values are not recommended for survey control.
 MB1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1037.See file dsdata.txt to determine how the superseded data were derived.
 MB1037
 MB1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF055981(NAD 83)
 MB1037_MARKER: DB = BENCH MARK DISK
 MB1037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1037_SP_SET: STONE FOUNDATION
 MB1037_STAMPING: J 161 1950
 MB1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1037
 MB1037  HISTORY     - Date     Condition        Report By
 MB1037  HISTORY     - 1950     MONUMENTED       CGS
 MB1037  HISTORY     - 19910813 MARK NOT FOUND   OHDT
 MB1037  HISTORY     - 19960901 MARK NOT FOUND   USPSQD
 MB1037
 MB1037                          STATION DESCRIPTION
 MB1037
 MB1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB1037'AT WINDSOR.
 MB1037'AT WINDSOR, IN THE NORTHEAST CORNER OF THE STONE FOUNDATION OF
 MB1037'THE TOWN HALL.  IT IS IN THE EAST FACE, 3 FEET SOUTH OF THE
 MB1037'NORTHEAST CORNER OF THE FOUNDATION AND 1.5 FEET ABOVE THE LEVEL
 MB1037'OF THE GROUND.  A STANDARD DISK SET VERTICALLY.
 MB1037
 MB1037                          STATION RECOVERY (1991)
 MB1037
 MB1037'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (JF)
 MB1037'--------- REPORT BY OHDT ---------1991 -------- CONDITION -
 MB1037'UNKNOWN---
 MB1037' 
 MB1037'NOTE * MONUMENT HAS BEEN BROKEN OFF THE FOUNDATION.  YOU CAN SEE WHERE
 MB1037'MONUMENT USED TO REST.
 MB1037
 MB1037                          STATION RECOVERY (1996)
 MB1037
 MB1037'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0685 ***********************************************************************
 MB0685  DESIGNATION -  J 162
 MB0685  PID         -  MB0685
 MB0685  STATE/COUNTY-  OH/TRUMBULL
 MB0685  USGS QUAD   -  SOUTHINGTON (1994)
 MB0685
 MB0685                         *CURRENT SURVEY CONTROL
 MB0685  ___________________________________________________________________
 MB0685* NAD 83(1986)-  41 18 31.     (N)    080 56 33.     (W)     SCALED    
 MB0685* NAVD 88     -       268.262  (meters)     880.12   (feet)  ADJUSTED  
 MB0685  ___________________________________________________________________
 MB0685  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB0685  DYNAMIC HT  -         268.149 (meters)     879.75  (feet)  COMP
 MB0685  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 MB0685
 MB0685  VERT ORDER  -  SECOND    CLASS 0
 MB0685
 MB0685.The horizontal coordinates were scaled from a topographic map and have
 MB0685.an estimated accuracy of +/- 6 seconds.
 MB0685
 MB0685.The orthometric height was determined by differential leveling
 MB0685.and adjusted by the National Geodetic Survey in June 1991..
 MB0685
 MB0685.The geoid height was determined by GEOID03.
 MB0685
 MB0685.The dynamic height is computed by dividing the NAVD 88
 MB0685.geopotential number by the normal gravity value computed on the
 MB0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0685.degrees latitude (g = 980.6199 gals.).
 MB0685
 MB0685.The modeled gravity was interpolated from observed gravity values.
 MB0685
 MB0685;                    North         East    Units  Estimated Accuracy
 MB0685;SPC OH N     -   183,500.      730,410.      MT  (+/- 180 meters Scaled)
 MB0685
 MB0685                          SUPERSEDED SURVEY CONTROL
 MB0685
 MB0685  NGVD 29 (??/??/92)  268.433  (m)          880.68   (f) ADJ UNCH    2 0
 MB0685
 MB0685.Superseded values are not recommended for survey control.
 MB0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0685.See file dsdata.txt to determine how the superseded data were derived.
 MB0685
 MB0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF048730(NAD 83)
 MB0685_MARKER: DB = BENCH MARK DISK
 MB0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0685_STAMPING: J 162 1950
 MB0685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0685+STABILITY: SURFACE MOTION
 MB0685
 MB0685  HISTORY     - Date     Condition        Report By
 MB0685  HISTORY     - 1950     MONUMENTED       CGS
 MB0685  HISTORY     - 19890101 GOOD             OHDT
 MB0685
 MB0685                          STATION DESCRIPTION
 MB0685
 MB0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0685'0.6 MI E FROM SOUTHINGTON.
 MB0685'ABOUT 0.65 MILE EAST ALONG STATE HIGHWAY 305 FROM ITS INTERSECTION
 MB0685'WITH STATE HIGHWAY 534 AT SOUTHINGTON, ABOUT 0.1 MILE WEST OF A
 MB0685'FARM PLACE AND AT THE NORTHEAST CORNER OF A PASTURE.  IT IS 28
 MB0685'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 46.7 FEET WEST OF AN
 MB0685'36 INCH OAK TREE, 4 FEET SOUTHEAST OF THE CORNER FENCE POST, 4
 MB0685'FEET NORTHEAST OF A WHITE WITNESS POST AND ABOUT LEVEL WITH THE
 MB0685'ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 MB0685'2 INCHES.
 MB0685
 MB0685                          STATION RECOVERY (1989)
 MB0685
 MB0685'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 MB0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB0661 ***********************************************************************
 MB0661  DESIGNATION -  J 163
 MB0661  PID         -  MB0661
 MB0661  STATE/COUNTY-  OH/TRUMBULL
 MB0661  USGS QUAD   -  SOUTHINGTON (1994)
 MB0661
 MB0661                         *CURRENT SURVEY CONTROL
 MB0661  ___________________________________________________________________
 MB0661* NAD 83(1986)-  41 18 29.     (N)    080 57 18.     (W)     SCALED    
 MB0661* NAVD 88     -       271.471  (meters)     890.65   (feet)  ADJUSTED  
 MB0661  ___________________________________________________________________
 MB0661  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB0661  DYNAMIC HT  -         271.357 (meters)     890.28  (feet)  COMP
 MB0661  MODELED GRAV-     980,195.2   (mgal)                       NAVD 88
 MB0661
 MB0661  VERT ORDER  -  SECOND    CLASS 0
 MB0661
 MB0661.The horizontal coordinates were scaled from a topographic map and have
 MB0661.an estimated accuracy of +/- 6 seconds.
 MB0661
 MB0661.The orthometric height was determined by differential leveling
 MB0661.and adjusted by the National Geodetic Survey in June 1991..
 MB0661
 MB0661.The geoid height was determined by GEOID03.
 MB0661
 MB0661.The dynamic height is computed by dividing the NAVD 88
 MB0661.geopotential number by the normal gravity value computed on the
 MB0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0661.degrees latitude (g = 980.6199 gals.).
 MB0661
 MB0661.The modeled gravity was interpolated from observed gravity values.
 MB0661
 MB0661;                    North         East    Units  Estimated Accuracy
 MB0661;SPC OH N     -   183,420.      729,370.      MT  (+/- 180 meters Scaled)
 MB0661
 MB0661                          SUPERSEDED SURVEY CONTROL
 MB0661
 MB0661  NGVD 29 (??/??/92)  271.644  (m)          891.22   (f) ADJ UNCH    2 0
 MB0661
 MB0661.Superseded values are not recommended for survey control.
 MB0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0661.See file dsdata.txt to determine how the superseded data were derived.
 MB0661
 MB0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF037729(NAD 83)
 MB0661_MARKER: DB = BENCH MARK DISK
 MB0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0661_STAMPING: J 163 1950
 MB0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0661+STABILITY: SURFACE MOTION
 MB0661
 MB0661  HISTORY     - Date     Condition        Report By
 MB0661  HISTORY     - 1950     MONUMENTED       CGS
 MB0661  HISTORY     - 19890101 MARK NOT FOUND   OHDT
 MB0661
 MB0661                          STATION DESCRIPTION
 MB0661
 MB0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0661'AT SOUTHINGTON.
 MB0661'AT SOUTHINGTON, AT THE INTERSECTION OF STATE HIGHWAYS 534 AND
 MB0661'305, IN A SMALL PARK NEAR A FLAG POLE.  IT IS 49 FEET SOUTH OF
 MB0661'THE CENTERLINE OF HIGHWAY 305, 86.5 FEET NORTHEAST OF THE
 MB0661'CENTERLINE OF THE ROAD LEADING SOUTHEAST, 35.5 FEET WEST OF THE
 MB0661'NORTHWEST CORNER OF THE FIRE STATION, 6 FEET NORTHEAST OF A
 MB0661'FLAG POLE, 3 FEET NORTHEAST OF A WHITE WITNESS POST AND ABOUT
 MB0661'LEVEL WITH THE ROADS.  A STANDARD DISK SET IN THE TOP OF A
 MB0661'CONCRETE POST PROJECTING 2 INCHES.
 MB0661
 MB0661                          STATION RECOVERY (1989)
 MB0661
 MB0661'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989
 MB0661'------ REPORT BY ODOT ---------1989--------- CONDITION - UNKNOWN ----
 MB0661'NOTE*IT APPEARS THAT THE DISK MAY HAVE BEEN DESTROYED DUE TO ADDITION
 MB0661'TO THE FIRE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0209 ***********************************************************************
 LA0209  DESIGNATION -  J 164
 LA0209  PID         -  LA0209
 LA0209  STATE/COUNTY-  OH/MIAMI
 LA0209  USGS QUAD   -  TROY (1984)
 LA0209
 LA0209                         *CURRENT SURVEY CONTROL
 LA0209  ___________________________________________________________________
 LA0209* NAD 83(1986)-  40 02 23.     (N)    084 11 58.     (W)     SCALED    
 LA0209* NAVD 88     -       253.742  (meters)     832.49   (feet)  ADJUSTED  
 LA0209  ___________________________________________________________________
 LA0209  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LA0209  DYNAMIC HT  -         253.610 (meters)     832.05  (feet)  COMP
 LA0209  MODELED GRAV-     980,099.5   (mgal)                       NAVD 88
 LA0209
 LA0209  VERT ORDER  -  FIRST     CLASS II
 LA0209
 LA0209.The horizontal coordinates were scaled from a topographic map and have
 LA0209.an estimated accuracy of +/- 6 seconds.
 LA0209
 LA0209.The orthometric height was determined by differential leveling
 LA0209.and adjusted by the National Geodetic Survey in January 1994..
 LA0209
 LA0209.The geoid height was determined by GEOID03.
 LA0209
 LA0209.The dynamic height is computed by dividing the NAVD 88
 LA0209.geopotential number by the normal gravity value computed on the
 LA0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0209.degrees latitude (g = 980.6199 gals.).
 LA0209
 LA0209.The modeled gravity was interpolated from observed gravity values.
 LA0209
 LA0209;                    North         East    Units  Estimated Accuracy
 LA0209;SPC OH S     -   227,810.      454,970.      MT  (+/- 180 meters Scaled)
 LA0209
 LA0209                          SUPERSEDED SURVEY CONTROL
 LA0209
 LA0209  NAVD 88 (06/15/91)  253.746  (m)          832.50   (f) UNKNOWN     1 2
 LA0209  NGVD 29 (??/??/92)  253.932  (m)          833.11   (f) ADJ UNCH    1 2
 LA0209
 LA0209.Superseded values are not recommended for survey control.
 LA0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0209.See file dsdata.txt to determine how the superseded data were derived.
 LA0209
 LA0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK389359(NAD 83)
 LA0209_MARKER: DB = BENCH MARK DISK
 LA0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0209_SP_SET: BRIDGE ABUTMENT
 LA0209_STAMPING: J 164 1954
 LA0209_MARK LOGO: CGS   
 LA0209_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0209+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 LA0209
 LA0209  HISTORY     - Date     Condition        Report By
 LA0209  HISTORY     - 1954     MONUMENTED       CGS
 LA0209  HISTORY     - 19930601 GOOD             GEOMET
 LA0209  HISTORY     - 19930622 GOOD             NGS
 LA0209
 LA0209                          STATION DESCRIPTION
 LA0209
 LA0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0209'AT TROY.
 LA0209'AT TROY, ABOUT 0.6 MILE NORTH ALONG THE BALTIMORE AND OHIO
 LA0209'RAILROAD FROM THE STATION AT TROY, NEAR TELEPHONE POLE 79/37, IN
 LA0209'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT
 LA0209'OF RAILROAD BRIDGE NO. 799 OVER MIAMI RIVER, 8 FEET SOUTHEAST
 LA0209'OF SOUTHEAST RAIL AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 LA0209
 LA0209                          STATION RECOVERY (1993)
 LA0209
 LA0209'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 LA0209'RECOVERED IN GOOD CONDITION.
 LA0209
 LA0209                          STATION RECOVERY (1993)
 LA0209
 LA0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0209'IN TROY, AT THE INTERSECTION OF NORTH CLAY STREET AND THE CHESSIE
 LA0209'SYSTEM RAILROAD, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF THE
 LA0209'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE
 LA0209'SPANNING THE MIAMI RIVER, 83.1 M (272.6 FT) NORTHEAST OF THE STREET
 LA0209'CENTERLINE, 2.2 M (7.2 FT) EAST OF THE NEAR RAIL, AND 0.3 M (1.0 FT)
 LA0209'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA2559 ***********************************************************************
 LA2559  DESIGNATION -  J 164 ECC
 LA2559  PID         -  LA2559
 LA2559  STATE/COUNTY-  OH/MIAMI
 LA2559  USGS QUAD   -  TROY (1984)
 LA2559
 LA2559                         *CURRENT SURVEY CONTROL
 LA2559  ___________________________________________________________________
 LA2559* NAD 83(1995)-  40 02 24.26802(N)    084 11 57.66503(W)     ADJUSTED  
 LA2559* NAVD 88     -       254.92   (meters)     836.4    (feet)  LEVELING  
 LA2559  ___________________________________________________________________
 LA2559  X           -     494,221.989 (meters)                     COMP
 LA2559  Y           -  -4,864,977.046 (meters)                     COMP
 LA2559  Z           -   4,081,535.929 (meters)                     COMP
 LA2559  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 LA2559  ELLIP HEIGHT-         221.84  (meters)          (10/07/05) GPS OBS
 LA2559  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LA2559
 LA2559  HORZ ORDER  -  FIRST
 LA2559  VERT ORDER  -  THIRD ?
 LA2559  ELLP ORDER  -  FOURTH    CLASS I
 LA2559
 LA2559.The horizontal coordinates were established by GPS observations
 LA2559.and adjusted by the National Geodetic Survey in April 1998..
 LA2559
 LA2559.The orthometric height was determined by differential leveling.
 LA2559.The vertical network tie was performed by a horz. field party for horz.
 LA2559.obs reductions. Reset procedures were used to establish the elevation.
 LA2559
 LA2559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LA2559
 LA2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 LA2559
 LA2559.The ellipsoidal height was determined by GPS observations
 LA2559.and is referenced to NAD 83.
 LA2559
 LA2559.The geoid height was determined by GEOID03.
 LA2559
 LA2559;                    North         East     Units Scale Factor Converg.
 LA2559;SPC OH S     -   227,847.211   454,979.063   MT  1.00000134   -1 04 41.8
 LA2559;UTM  16      - 4,435,963.585   738,939.295   MT  1.00030289   +1 48 09.3
 LA2559
 LA2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LA2559!SPC OH S     -   0.99996520  x   1.00000134  =   0.99996654
 LA2559!UTM  16      -   0.99996520  x   1.00030289  =   1.00026808
 LA2559
 LA2559                          SUPERSEDED SURVEY CONTROL
 LA2559
 LA2559  ELLIP H (04/01/98)  221.89   (m)                       GP(       ) 4 1
 LA2559  NAD 83(1986)-  40 02 24.27486(N)    084 11 57.66931(W) AD(       ) 1
 LA2559
 LA2559.Superseded values are not recommended for survey control.
 LA2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA2559.See file dsdata.txt to determine how the superseded data were derived.
 LA2559
 LA2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK3893935964(NAD 83)
 LA2559_MARKER: DD = SURVEY DISK
 LA2559_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LA2559_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LA2559_STAMPING: 9111
 LA2559_MARK LOGO: GEOMET
 LA2559_MAGNETIC: I = MARKER IS A STEEL ROD
 LA2559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LA2559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA2559+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LA2559
 LA2559  HISTORY     - Date     Condition        Report By
 LA2559  HISTORY     - 1993     MONUMENTED       GEOMET
 LA2559
 LA2559                          STATION DESCRIPTION
 LA2559
 LA2559'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1993
 LA2559'STATION IS LOCATED ON EARTH LEVY NORTHWEST OF SOUTHWEST OF RAILROAD
 LA2559'BRIDGE 799 IN TROY, OHIO.
 LA2559'STATION IS 22.7 FEET NORTHWEST FROM BRIDGE, 23.2 FEET NORTH FROM THE
 LA2559'END OF A FENCE AND 41.0 FEET NORTHWEST OF BM J 164.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0186 ***********************************************************************
 LA0186  DESIGNATION -  J 165
 LA0186  PID         -  LA0186
 LA0186  STATE/COUNTY-  OH/SHELBY
 LA0186  USGS QUAD   -  PIQUA EAST (1984)
 LA0186
 LA0186                         *CURRENT SURVEY CONTROL
 LA0186  ___________________________________________________________________
 LA0186* NAD 83(1986)-  40 12 26.     (N)    084 12 03.     (W)     SCALED    
 LA0186* NAVD 88     -       295.267  (meters)     968.72   (feet)  ADJUSTED  
 LA0186  ___________________________________________________________________
 LA0186  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LA0186  DYNAMIC HT  -         295.118 (meters)     968.23  (feet)  COMP
 LA0186  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 LA0186
 LA0186  VERT ORDER  -  FIRST     CLASS II
 LA0186
 LA0186.The horizontal coordinates were scaled from a topographic map and have
 LA0186.an estimated accuracy of +/- 6 seconds.
 LA0186
 LA0186.The orthometric height was determined by differential leveling
 LA0186.and adjusted by the National Geodetic Survey in June 1991..
 LA0186
 LA0186.The geoid height was determined by GEOID03.
 LA0186
 LA0186.The dynamic height is computed by dividing the NAVD 88
 LA0186.geopotential number by the normal gravity value computed on the
 LA0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0186.degrees latitude (g = 980.6199 gals.).
 LA0186
 LA0186.The modeled gravity was interpolated from observed gravity values.
 LA0186
 LA0186;                    North         East    Units  Estimated Accuracy
 LA0186;SPC OH N     -    61,440.      455,200.      MT  (+/- 180 meters Scaled)
 LA0186
 LA0186                          SUPERSEDED SURVEY CONTROL
 LA0186
 LA0186  NGVD 29 (??/??/92)  295.453  (m)          969.33   (f) ADJ UNCH    1 2
 LA0186
 LA0186.Superseded values are not recommended for survey control.
 LA0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0186.See file dsdata.txt to determine how the superseded data were derived.
 LA0186
 LA0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK382545(NAD 83)
 LA0186_MARKER: DB = BENCH MARK DISK
 LA0186_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LA0186_SP_SET: BRIDGE ABUTMENT
 LA0186_STAMPING: J 165 1954
 LA0186_MARK LOGO: CGS   
 LA0186_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0186+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 LA0186
 LA0186  HISTORY     - Date     Condition        Report By
 LA0186  HISTORY     - 1954     MONUMENTED       CGS
 LA0186  HISTORY     - 1979     GOOD             DOD
 LA0186  HISTORY     - 19930622 GOOD             NGS
 LA0186
 LA0186                          STATION DESCRIPTION
 LA0186
 LA0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0186'4.5 MI N FROM PIQUA.
 LA0186'ABOUT 4.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 LA0186'FROM THE STATION AT PIQUA, ABOUT 0.6 MILE SOUTH OF CROSSING OF
 LA0186'KIRKWOOD ROAD AT KIRKWOOD, ABOUT 0.95 MILE NORTH OF THE
 LA0186'SHELBY-MIAMI COUNTY LINE, ABOUT 210 YARDS SOUTH OF THE CROSSING
 LA0186'OF LOCKINGTON-KIRKWOOD ROAD, IN THE TOP OF THE EAST END OF NORTH
 LA0186'ABUTMENT OF CONCRETE BRIDGE NO. 919 OVER A CREEK BRANCH, 25 1/2
 LA0186'FEET EAST OF EAST RAIL AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
 LA0186
 LA0186                          STATION RECOVERY (1979)
 LA0186
 LA0186'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 LA0186'RECOVERED IN GOOD CONDITION.
 LA0186
 LA0186                          STATION RECOVERY (1993)
 LA0186
 LA0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0186'0.5 KM (0.30 MI) WESTERLY ALONG COURT STREET FROM THE COURTHOUSE IN
 LA0186'SIDNEY, THENCE 9.5 KM (5.90 MI) SOUTHERLY ALONG THE CHESSIE SYSTEM
 LA0186'RAILROAD, IN TOP OF AND 0.25 M (0.82 FT) WEST OF THE EAST END OF THE
 LA0186'SOUTH CONCRETE ABUTMENT OF RAILROAD BRIDGE 919 SPANNING MCKEE BRANCH
 LA0186'CREEK, 187.0 M (613.5 FT) SOUTHWEST OF THE CENTER OF EAST LOCKINGTON
 LA0186'ROAD, 17.8 M (58.4 FT) SOUTHEAST OF THE NEAR RAIL, AND 0.8 M (2.6 FT)
 LA0186'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0144 ***********************************************************************
 LA0144  DESIGNATION -  J 166
 LA0144  PID         -  LA0144
 LA0144  STATE/COUNTY-  OH/SHELBY
 LA0144  USGS QUAD   -  BOTKINS (1984)
 LA0144
 LA0144                         *CURRENT SURVEY CONTROL
 LA0144  ___________________________________________________________________
 LA0144* NAD 83(1986)-  40 27 57.     (N)    084 11 08.     (W)     SCALED    
 LA0144* NAVD 88     -       307.923  (meters)    1010.24   (feet)  ADJUSTED  
 LA0144  ___________________________________________________________________
 LA0144  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 LA0144  DYNAMIC HT  -         307.771 (meters)    1009.75  (feet)  COMP
 LA0144  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 LA0144
 LA0144  VERT ORDER  -  FIRST     CLASS II
 LA0144
 LA0144.The horizontal coordinates were scaled from a topographic map and have
 LA0144.an estimated accuracy of +/- 6 seconds.
 LA0144
 LA0144.The orthometric height was determined by differential leveling
 LA0144.and adjusted by the National Geodetic Survey in January 1994..
 LA0144
 LA0144.The geoid height was determined by GEOID03.
 LA0144
 LA0144.The dynamic height is computed by dividing the NAVD 88
 LA0144.geopotential number by the normal gravity value computed on the
 LA0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0144.degrees latitude (g = 980.6199 gals.).
 LA0144
 LA0144.The modeled gravity was interpolated from observed gravity values.
 LA0144
 LA0144;                    North         East    Units  Estimated Accuracy
 LA0144;SPC OH N     -    90,130.      457,060.      MT  (+/- 180 meters Scaled)
 LA0144
 LA0144                          SUPERSEDED SURVEY CONTROL
 LA0144
 LA0144  NAVD 88 (06/15/91)  307.918  (m)         1010.23   (f) UNKNOWN     1 2
 LA0144  NGVD 29 (??/??/92)  308.096  (m)         1010.81   (f) ADJ UNCH    1 2
 LA0144
 LA0144.Superseded values are not recommended for survey control.
 LA0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0144.See file dsdata.txt to determine how the superseded data were derived.
 LA0144
 LA0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK386832(NAD 83)
 LA0144_MARKER: DB = BENCH MARK DISK
 LA0144_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LA0144_SP_SET: FOOTING
 LA0144_STAMPING: J 166 1954
 LA0144_MARK LOGO: CGS   
 LA0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0144+STABILITY: SURFACE MOTION
 LA0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0144+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1993
 LA0144
 LA0144  HISTORY     - Date     Condition        Report By
 LA0144  HISTORY     - 1954     MONUMENTED       CGS
 LA0144  HISTORY     - 1979     GOOD             LOCENG
 LA0144  HISTORY     - 19930630 GOOD             NGS
 LA0144
 LA0144                          STATION DESCRIPTION
 LA0144
 LA0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0144'AT BOTKINS.
 LA0144'AT BOTKINS, ABOUT 0.1 MILE SOUTHEAST OF THE BALTIMORE AND OHIO
 LA0144'RAILROAD STATION, ABOUT MIDWAY BETWEEN THE RAILROAD AND U.S.
 LA0144'HIGHWAY 25, IN THE TOP OF THE WEST CORNER OF THE CONCRETE
 LA0144'BASE OF THE NORTHWEST LEG OF THE CITY WATER TOWER AND ABOUT
 LA0144'2 FEET ABOVE GROUND.
 LA0144
 LA0144                          STATION RECOVERY (1979)
 LA0144
 LA0144'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 LA0144'RECOVERED IN GOOD CONDITION.
 LA0144
 LA0144                          STATION RECOVERY (1993)
 LA0144
 LA0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0144'IN BOTKINS, AT THE INTERSECTION OF WEST SOUTH AND SOUTH MILL STREETS,
 LA0144'NEAR THE WEST CORNER OF THE CONCRETE FOOTING FOR THE NORTHWEST LEG OF
 LA0144'THE CITY WATER TANK, 45.6 M (149.6 FT) SOUTH OF THE CENTER OF SOUTH
 LA0144'STREET, 43.3 M (142.1 FT) WEST OF THE CENTER OF MILL STREET, 0.6 M
 LA0144'(2.0 FT) EAST OF THE WEST CORNER OF THE FOOTING, AND 0.5 M (1.6 FT)
 LA0144'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0074 ***********************************************************************
 LA0074  DESIGNATION -  J 167
 LA0074  PID         -  LA0074
 LA0074  STATE/COUNTY-  OH/ALLEN
 LA0074  USGS QUAD   -  LIMA (1983)
 LA0074
 LA0074                         *CURRENT SURVEY CONTROL
 LA0074  ___________________________________________________________________
 LA0074* NAD 83(1986)-  40 43 00.     (N)    084 06 30.     (W)     SCALED    
 LA0074* NAVD 88     -       270.917  (meters)     888.83   (feet)  ADJUSTED  
 LA0074  ___________________________________________________________________
 LA0074  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 LA0074  DYNAMIC HT  -         270.784 (meters)     888.40  (feet)  COMP
 LA0074  MODELED GRAV-     980,124.9   (mgal)                       NAVD 88
 LA0074
 LA0074  VERT ORDER  -  FIRST     CLASS II
 LA0074
 LA0074.The horizontal coordinates were scaled from a topographic map and have
 LA0074.an estimated accuracy of +/- 6 seconds.
 LA0074
 LA0074.The orthometric height was determined by differential leveling
 LA0074.and adjusted by the National Geodetic Survey in June 1991..
 LA0074
 LA0074.The geoid height was determined by GEOID03.
 LA0074
 LA0074.The dynamic height is computed by dividing the NAVD 88
 LA0074.geopotential number by the normal gravity value computed on the
 LA0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0074.degrees latitude (g = 980.6199 gals.).
 LA0074
 LA0074.The modeled gravity was interpolated from observed gravity values.
 LA0074
 LA0074;                    North         East    Units  Estimated Accuracy
 LA0074;SPC OH N     -   117,850.      464,120.      MT  (+/- 180 meters Scaled)
 LA0074
 LA0074                          SUPERSEDED SURVEY CONTROL
 LA0074
 LA0074  NGVD 29 (??/??/92)  271.089  (m)          889.40   (f) ADJ UNCH    1 2
 LA0074
 LA0074.Superseded values are not recommended for survey control.
 LA0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0074.See file dsdata.txt to determine how the superseded data were derived.
 LA0074
 LA0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL442113(NAD 83)
 LA0074_MARKER: DB = BENCH MARK DISK
 LA0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LA0074_SP_SET: CONCRETE POST
 LA0074_STAMPING: J 167 1954
 LA0074_MARK LOGO: CGS   
 LA0074_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0074+STABILITY: SURFACE MOTION
 LA0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LA0074+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0074
 LA0074  HISTORY     - Date     Condition        Report By
 LA0074  HISTORY     - 1954     MONUMENTED       CGS
 LA0074  HISTORY     - 1961     GOOD             NGS
 LA0074  HISTORY     - 19930708 GOOD             NGS
 LA0074
 LA0074                          STATION DESCRIPTION
 LA0074
 LA0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0074'AT LIMA.
 LA0074'AT LIMA, ABOUT 2.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO
 LA0074'RAILROAD FROM THE STATION, AT THE CROSSING OF WEST FOURTH STREET,
 LA0074'18 1/2 FEET WEST OF WEST RAIL OF WEST TRACK, 32 FEET WEST OF WEST
 LA0074'RAIL OF MAIN TRACK, 201 FEET SOUTHWEST OF CENTER OF CROSSING OF
 LA0074'THE MAIN TRACK AND WEST 4TH STREET, 247 1/2 FEET NORTH OF
 LA0074'NORTHEAST CORNER OF MAIN PART OF OHIO STEEL FOUNDRY BUILDING,
 LA0074'1 FOOT EAST OF A STEEL FENCE, 14 1/2 FEET SOUTH OF NORTHEAST
 LA0074'CORNER OF STEEL FENCE AROUND OHIO STEEL FOUNDRY PROPERTY, 2 FEET
 LA0074'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL
 LA0074'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 LA0074'INCHES.
 LA0074
 LA0074                          STATION RECOVERY (1961)
 LA0074
 LA0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LA0074'RECOVERED IN GOOD CONDITION.
 LA0074
 LA0074                          STATION RECOVERY (1993)
 LA0074
 LA0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0074'2.6 KM (1.60 MI) SOUTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 LA0074'JUNCTION OF STATE HIGHWAY 117 IN LIMA, 54.9 M (180.1 FT) SOUTH OF THE
 LA0074'CENTER OF 4TH STREET, 5.7 M (18.7 FT) NORTHWEST OF THE NEAR RAIL, 4.4
 LA0074'M (14.4 FT) SOUTH OF A CHAIN-LINK FENCE CORNER, 0.3 M (1.0 FT) BELOW
 LA0074'THE LEVEL OF THE TRACK, 0.2 M (0.7 FT) EAST OF A WITNESS POST AND
 LA0074'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0027 ***********************************************************************
 LA0027  DESIGNATION -  J 168
 LA0027  PID         -  LA0027
 LA0027  STATE/COUNTY-  OH/ALLEN
 LA0027  USGS QUAD   -  CAIRO (1983)
 LA0027
 LA0027                         *CURRENT SURVEY CONTROL
 LA0027  ___________________________________________________________________
 LA0027* NAD 83(1986)-  40 51 40.     (N)    084 04 24.     (W)     SCALED    
 LA0027* NAVD 88     -       242.315  (meters)     795.00   (feet)  ADJUSTED  
 LA0027  ___________________________________________________________________
 LA0027  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 LA0027  DYNAMIC HT  -         242.198 (meters)     794.61  (feet)  COMP
 LA0027  MODELED GRAV-     980,136.0   (mgal)                       NAVD 88
 LA0027
 LA0027  VERT ORDER  -  FIRST     CLASS II
 LA0027
 LA0027.The horizontal coordinates were scaled from a topographic map and have
 LA0027.an estimated accuracy of +/- 6 seconds.
 LA0027
 LA0027.The orthometric height was determined by differential leveling
 LA0027.and adjusted by the National Geodetic Survey in June 1991..
 LA0027
 LA0027.The geoid height was determined by GEOID03.
 LA0027
 LA0027.The dynamic height is computed by dividing the NAVD 88
 LA0027.geopotential number by the normal gravity value computed on the
 LA0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0027.degrees latitude (g = 980.6199 gals.).
 LA0027
 LA0027.The modeled gravity was interpolated from observed gravity values.
 LA0027
 LA0027;                    North         East    Units  Estimated Accuracy
 LA0027;SPC OH N     -   133,830.      467,360.      MT  (+/- 180 meters Scaled)
 LA0027
 LA0027                          SUPERSEDED SURVEY CONTROL
 LA0027
 LA0027  NGVD 29 (??/??/92)  242.481  (m)          795.54   (f) ADJ UNCH    1 2
 LA0027
 LA0027.Superseded values are not recommended for survey control.
 LA0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0027.See file dsdata.txt to determine how the superseded data were derived.
 LA0027
 LA0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL466274(NAD 83)
 LA0027_MARKER: DB = BENCH MARK DISK
 LA0027_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LA0027_SP_SET: HEADWALL
 LA0027_STAMPING: J 168 1954
 LA0027_MARK LOGO: CGS   
 LA0027_MAGNETIC: N = NO MAGNETIC MATERIAL
 LA0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LA0027+STABILITY: SURFACE MOTION
 LA0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LA0027+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 LA0027
 LA0027  HISTORY     - Date     Condition        Report By
 LA0027  HISTORY     - 1954     MONUMENTED       CGS
 LA0027  HISTORY     - 19930708 GOOD             NGS
 LA0027
 LA0027                          STATION DESCRIPTION
 LA0027
 LA0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LA0027'4.2 MI S FROM COLUMBUS GROVE.
 LA0027'ABOUT 4.15 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LA0027'THE STATION AT COLUMBUS GROVE, AT THE CROSSING OF STATE ROAD,
 LA0027'NORTHWEST AND ACROSS TRACK FROM TELEPHONE POLE NO. 138/34, 11 FEET
 LA0027'WEST OF WEST RAIL OF WEST TRACK, 97 FEET NORTH OF CENTER LINE OF
 LA0027'STATES ROAD, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 LA0027'HEAD WALL OF A 70-INCH PIPE CULVERT (NO. 1360) UNDER THE TRACK,
 LA0027'AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 LA0027
 LA0027                          STATION RECOVERY (1993)
 LA0027
 LA0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0027'14.0 KM (8.70 MI) NORTHERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM
 LA0027'THE JUNCTION OF STATE HIGHWAY 117 IN LIMA, IN TOP OF AND 0.3 M (1.0
 LA0027'FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A BOX
 LA0027'CULVERT, 29.9 M (98.1 FT) NORTH OF THE CENTER OF HILLVILLE ROAD, 3.3
 LA0027'M (10.8 FT) WEST OF THE NEAR RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL
 LA0027'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0667 ***********************************************************************
 MC0667  DESIGNATION -  J 169
 MC0667  PID         -  MC0667
 MC0667  STATE/COUNTY-  OH/PUTNAM
 MC0667  USGS QUAD   -  LEIPSIC (1973)
 MC0667
 MC0667                         *CURRENT SURVEY CONTROL
 MC0667  ___________________________________________________________________
 MC0667* NAD 83(1986)-  41 05 11.     (N)    083 59 35.     (W)     SCALED    
 MC0667* NAVD 88     -       234.988  (meters)     770.96   (feet)  ADJUSTED  
 MC0667  ___________________________________________________________________
 MC0667  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 MC0667  DYNAMIC HT  -         234.877 (meters)     770.59  (feet)  COMP
 MC0667  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 MC0667
 MC0667  VERT ORDER  -  FIRST     CLASS II
 MC0667
 MC0667.The horizontal coordinates were scaled from a topographic map and have
 MC0667.an estimated accuracy of +/- 6 seconds.
 MC0667
 MC0667.The orthometric height was determined by differential leveling
 MC0667.and adjusted by the National Geodetic Survey in June 1991..
 MC0667
 MC0667.The geoid height was determined by GEOID03.
 MC0667
 MC0667.The dynamic height is computed by dividing the NAVD 88
 MC0667.geopotential number by the normal gravity value computed on the
 MC0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0667.degrees latitude (g = 980.6199 gals.).
 MC0667
 MC0667.The modeled gravity was interpolated from observed gravity values.
 MC0667
 MC0667;                    North         East    Units  Estimated Accuracy
 MC0667;SPC OH N     -   158,730.      474,560.      MT  (+/- 180 meters Scaled)
 MC0667
 MC0667                          SUPERSEDED SURVEY CONTROL
 MC0667
 MC0667  NGVD 29 (??/??/92)  235.168  (m)          771.55   (f) ADJ UNCH    1 2
 MC0667
 MC0667.Superseded values are not recommended for survey control.
 MC0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0667.See file dsdata.txt to determine how the superseded data were derived.
 MC0667
 MC0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF485526(NAD 83)
 MC0667_MARKER: DB = BENCH MARK DISK
 MC0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0667_STAMPING: J 169 1954
 MC0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0667+STABILITY: SURFACE MOTION
 MC0667
 MC0667  HISTORY     - Date     Condition        Report By
 MC0667  HISTORY     - 1954     MONUMENTED       CGS
 MC0667
 MC0667                          STATION DESCRIPTION
 MC0667
 MC0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MC0667'1.4 MI SW FROM LEIPSIC.
 MC0667'1.45 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0667'THE STATION AT LEIPSIC, ABOUT 0.2 MILE NORTHEAST OF CROSSING OF
 MC0667'THE DETROIT, TOLEDO AND IRONTON RAILROAD, ABOUT 120 YARDS
 MC0667'SOUTHWEST OF AN EAST-WEST BLACK TOP ROAD CROSSING, 33 FEET
 MC0667'SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK OF RAILROAD, 47
 MC0667'FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, 1 FOOT NORTHWEST
 MC0667'OF A FENCE LINE, 44 FEET EAST OF TELEPHONE POLE NO. 155/12, 166
 MC0667'FEET EAST-NORTHEAST AND ACROSS TRACKS FROM A SIGNAL, 2 FEET
 MC0667'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW
 MC0667'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MC0667'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1633 ***********************************************************************
 MC1633  DESIGNATION -  J 17 RESET
 MC1633  PID         -  MC1633
 MC1633  STATE/COUNTY-  OH/PUTNAM
 MC1633  USGS QUAD   -  LEIPSIC (1973)
 MC1633
 MC1633                         *CURRENT SURVEY CONTROL
 MC1633  ___________________________________________________________________
 MC1633* NAD 83(1986)-  41 06 16.     (N)    083 59 40.     (W)     SCALED    
 MC1633* NAVD 88     -       231.66   (meters)     760.0    (feet)  RESET     
 MC1633  ___________________________________________________________________
 MC1633  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 MC1633
 MC1633  VERT ORDER  -  THIRD
 MC1633
 MC1633.The horizontal coordinates were scaled from a topographic map and have
 MC1633.an estimated accuracy of +/- 6 seconds.
 MC1633
 MC1633.The orthometric height was computed from unverified reset data.
 MC1633.No vertical observational check was made to the station.
 MC1633
 MC1633.The geoid height was determined by GEOID03.
 MC1633
 MC1633;                    North         East    Units  Estimated Accuracy
 MC1633;SPC OH N     -   160,740.      474,480.      MT  (+/- 180 meters Scaled)
 MC1633
 MC1633                          SUPERSEDED SURVEY CONTROL
 MC1633
 MC1633  NGVD 29 (10/13/05)  231.84   (m)          760.6    (f) RESET       3  
 MC1633
 MC1633.Superseded values are not recommended for survey control.
 MC1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1633.See file dsdata.txt to determine how the superseded data were derived.
 MC1633
 MC1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF485546(NAD 83)
 MC1633_MARKER: DB = BENCH MARK DISK
 MC1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1633_SP_SET: CONCRETE POST
 MC1633_STAMPING: J 17 RESET 1981
 MC1633_MARK LOGO: NGS   
 MC1633_PROJECTION: PROJECTING 10 CENTIMETERS
 MC1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1633+STABILITY: SURFACE MOTION
 MC1633
 MC1633  HISTORY     - Date     Condition        Report By
 MC1633  HISTORY     - 1981     MONUMENTED       NGS
 MC1633
 MC1633                          STATION DESCRIPTION
 MC1633
 MC1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MC1633'IN LEIPSIC.
 MC1633'0.75 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE CROSSING
 MC1633'OF THE BALTIMORE AND OHIO RAILROAD, AT THE INTERSECTION OF THE
 MC1633'DETROIT, TOLEDO AND IRONTON RAILROAD, 161 FEET SOUTH OF THE SOUTH
 MC1633'RAIL OF THE NORFOLK AND WESTERN RAILROAD, 15 FEET EAST OF THE EAST
 MC1633'RAIL OF THE DETROIT, TOLEDO AND IRONTON RAILROAD, AND 2.0 FEET NORTH
 MC1633'OF A TELEPHONE POLE.
 MC1633'THE MARK IS 2.5 METERS  SE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0515 ***********************************************************************
 MC0515  DESIGNATION -  J 170
 MC0515  PID         -  MC0515
 MC0515  STATE/COUNTY-  OH/WOOD
 MC0515  USGS QUAD   -  WESTON (1977)
 MC0515
 MC0515                         *CURRENT SURVEY CONTROL
 MC0515  ___________________________________________________________________
 MC0515* NAD 83(1986)-  41 17 42.     (N)    083 50 05.     (W)     SCALED    
 MC0515* NAVD 88     -       210.630  (meters)     691.04   (feet)  ADJUSTED  
 MC0515  ___________________________________________________________________
 MC0515  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 MC0515  DYNAMIC HT  -         210.536 (meters)     690.73  (feet)  COMP
 MC0515  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 MC0515
 MC0515  VERT ORDER  -  FIRST     CLASS I
 MC0515
 MC0515.The horizontal coordinates were scaled from a topographic map and have
 MC0515.an estimated accuracy of +/- 6 seconds.
 MC0515
 MC0515.The orthometric height was determined by differential leveling
 MC0515.and adjusted by the National Geodetic Survey in June 1991..
 MC0515.WARNING-Repeat measurements at this control monument indicate possible
 MC0515.vertical movement.
 MC0515
 MC0515.The geoid height was determined by GEOID03.
 MC0515
 MC0515.The dynamic height is computed by dividing the NAVD 88
 MC0515.geopotential number by the normal gravity value computed on the
 MC0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0515.degrees latitude (g = 980.6199 gals.).
 MC0515
 MC0515.The modeled gravity was interpolated from observed gravity values.
 MC0515
 MC0515;                    North         East    Units  Estimated Accuracy
 MC0515;SPC OH N     -   181,680.      488,220.      MT  (+/- 180 meters Scaled)
 MC0515
 MC0515                          SUPERSEDED SURVEY CONTROL
 MC0515
 MC0515  NGVD 29 (??/??/92)  210.819  (m)          691.66   (f) ADJ UNCH    1 1
 MC0515
 MC0515.Superseded values are not recommended for survey control.
 MC0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0515.See file dsdata.txt to determine how the superseded data were derived.
 MC0515
 MC0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF626753(NAD 83)
 MC0515_MARKER: DB = BENCH MARK DISK
 MC0515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0515_SP_SET: BRIDGE WALL
 MC0515_STAMPING: J 170 1954
 MC0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0515+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 MC0515
 MC0515  HISTORY     - Date     Condition        Report By
 MC0515  HISTORY     - 1954     MONUMENTED       CGS
 MC0515  HISTORY     - 1968     GOOD             NGS
 MC0515  HISTORY     - 20041119 GOOD             INDIV
 MC0515
 MC0515                          STATION DESCRIPTION
 MC0515
 MC0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0515'3.9 MI SW FROM WESTON.
 MC0515'ABOUT 3.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0515'FROM THE CROSSING OF SAND RIDGE ROAD AT WESTON, ABOUT 0.9 MILE
 MC0515'NORTH OF THE CROSSING OF STATE HIGHWAY 281 AT CUSTAR, ABOUT 0.35
 MC0515'MILE SOUTHWEST OF THE CROSSING OF MERMILL ROAD, NEAR MILEPOLE
 MC0515'171-32, SET ON THE TOP OF THE SOUTHWEST END OF THE CONCRETE WING
 MC0515'WALL AT THE WEST CORNER OF A BRIDGE OVER A CANAL, 11.9 FEET
 MC0515'NORTHWEST OF THE NORTHWEST RAIL, 8 FEET SOUTHWEST OF THE WEST
 MC0515'CORNER OF THE SOUTHWEST BRIDGE ABUTMENT AND 2 1/2 FEET BELOW
 MC0515'THE LEVEL OF THE TRACK.  SEC 21, T4N, R 9E.
 MC0515
 MC0515                          STATION RECOVERY (2004)
 MC0515
 MC0515'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DET)
 MC0515'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0580 ***********************************************************************
 MC0580  DESIGNATION -  J 171
 MC0580  PID         -  MC0580
 MC0580  STATE/COUNTY-  OH/WOOD
 MC0580  USGS QUAD   -  HOYTVILLE (1977)
 MC0580
 MC0580                         *CURRENT SURVEY CONTROL
 MC0580  ___________________________________________________________________
 MC0580* NAD 83(1986)-  41 11 24.     (N)    083 45 54.     (W)     SCALED    
 MC0580* NAVD 88     -       214.428  (meters)     703.50   (feet)  ADJUSTED  
 MC0580  ___________________________________________________________________
 MC0580  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 MC0580  DYNAMIC HT  -         214.330 (meters)     703.18  (feet)  COMP
 MC0580  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 MC0580
 MC0580  VERT ORDER  -  FIRST     CLASS I
 MC0580
 MC0580.The horizontal coordinates were scaled from a topographic map and have
 MC0580.an estimated accuracy of +/- 6 seconds.
 MC0580
 MC0580.The orthometric height was determined by differential leveling
 MC0580.and adjusted by the National Geodetic Survey in June 1991..
 MC0580
 MC0580.The geoid height was determined by GEOID03.
 MC0580
 MC0580.The dynamic height is computed by dividing the NAVD 88
 MC0580.geopotential number by the normal gravity value computed on the
 MC0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0580.degrees latitude (g = 980.6199 gals.).
 MC0580
 MC0580.The modeled gravity was interpolated from observed gravity values.
 MC0580
 MC0580;                    North         East    Units  Estimated Accuracy
 MC0580;SPC OH N     -   169,930.      493,890.      MT  (+/- 180 meters Scaled)
 MC0580
 MC0580                          SUPERSEDED SURVEY CONTROL
 MC0580
 MC0580  NGVD 29 (??/??/92)  214.617  (m)          704.12   (f) ADJ UNCH    1 1
 MC0580
 MC0580.Superseded values are not recommended for survey control.
 MC0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0580.See file dsdata.txt to determine how the superseded data were derived.
 MC0580
 MC0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF681635(NAD 83)
 MC0580_MARKER: DB = BENCH MARK DISK
 MC0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0580_SP_SET: ABUTMENT
 MC0580_STAMPING: J 171 1954
 MC0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0580
 MC0580  HISTORY     - Date     Condition        Report By
 MC0580  HISTORY     - 1954     MONUMENTED       CGS
 MC0580  HISTORY     - 1968     GOOD             NGS
 MC0580  HISTORY     - 1983     POOR             LOCSUR
 MC0580  HISTORY     - 19921022 MARK NOT FOUND   NGS
 MC0580
 MC0580                          STATION DESCRIPTION
 MC0580
 MC0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0580'1 MI E FROM HOYTVILLE.
 MC0580'ABOUT 1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0580'THE CROSSING OF STATE HIGHWAY 18 AT HOYTVILLE, NEAR MILEPOST 55-13,
 MC0580'111 FEET SOUTH OF THE CENTER OF THE CROSSING OF RANGE LINE ROAD
 MC0580'AND THE EASTBOUND TRACK, SET ON THE TOP OF THE EAST END OF THE
 MC0580'SOUTH ABUTMENT FOR A 20-FOOT BRIDGE OVER RADER CREEK, 10 FEET
 MC0580'EAST OF THE CENTER LINE OF THE ROAD AND 4 FEET BELOW THE LEVEL OF
 MC0580'THE ROAD.  SEC 30, T3N, R10E.  NOTE-- MARK LOOKS OK BUT THE
 MC0580'BRIDGE IS IN POOR CONDITION AND WILL PROBABLY BE REPLACED AT A
 MC0580'LATER DATE.
 MC0580
 MC0580                          STATION RECOVERY (1983)
 MC0580
 MC0580'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0580'MARK RECOVERED IN POOR CONDITION.
 MC0580
 MC0580                          STATION RECOVERY (1992)
 MC0580
 MC0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0580'THE DESCRIBED BRIDGE HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0473 ***********************************************************************
 MC0473  DESIGNATION -  J 172
 MC0473  PID         -  MC0473
 MC0473  STATE/COUNTY-  OH/SENECA
 MC0473  USGS QUAD   -  BASCOM (1972)
 MC0473
 MC0473                         *CURRENT SURVEY CONTROL
 MC0473  ___________________________________________________________________
 MC0473* NAD 83(1986)-  41 08 23.     (N)    083 19 27.     (W)     SCALED    
 MC0473* NAVD 88     -       234.024  (meters)     767.79   (feet)  ADJUSTED  
 MC0473  ___________________________________________________________________
 MC0473  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 MC0473  DYNAMIC HT  -         233.921 (meters)     767.46  (feet)  COMP
 MC0473  MODELED GRAV-     980,181.5   (mgal)                       NAVD 88
 MC0473
 MC0473  VERT ORDER  -  FIRST     CLASS I
 MC0473
 MC0473.The horizontal coordinates were scaled from a topographic map and have
 MC0473.an estimated accuracy of +/- 6 seconds.
 MC0473
 MC0473.The orthometric height was determined by differential leveling
 MC0473.and adjusted by the National Geodetic Survey in April 1995..
 MC0473
 MC0473.The geoid height was determined by GEOID03.
 MC0473
 MC0473.The dynamic height is computed by dividing the NAVD 88
 MC0473.geopotential number by the normal gravity value computed on the
 MC0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0473.degrees latitude (g = 980.6199 gals.).
 MC0473
 MC0473.The modeled gravity was interpolated from observed gravity values.
 MC0473
 MC0473;                    North         East    Units  Estimated Accuracy
 MC0473;SPC OH N     -   163,900.      530,810.      MT  (+/- 180 meters Scaled)
 MC0473
 MC0473                          SUPERSEDED SURVEY CONTROL
 MC0473
 MC0473  NAVD 88 (06/15/91)  234.016  (m)          767.77   (f) UNKNOWN     1 1
 MC0473  NGVD 29 (01/19/93)  234.208  (m)          768.40   (f) ADJUSTED    1 1
 MC0473
 MC0473.Superseded values are not recommended for survey control.
 MC0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0473.See file dsdata.txt to determine how the superseded data were derived.
 MC0473
 MC0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF049568(NAD 83)
 MC0473_MARKER: DB = BENCH MARK DISK
 MC0473_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC0473_SP_SET: HEADWALL
 MC0473_STAMPING: J 172 1954
 MC0473_MARK LOGO: CGS   
 MC0473_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0473+STABILITY: SURFACE MOTION
 MC0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0473+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0473
 MC0473  HISTORY     - Date     Condition        Report By
 MC0473  HISTORY     - 1954     MONUMENTED       CGS
 MC0473  HISTORY     - 1968     GOOD             NGS
 MC0473  HISTORY     - 19921022 GOOD             NGS
 MC0473
 MC0473                          STATION DESCRIPTION
 MC0473
 MC0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0473'2 MI W FROM BASCOM.
 MC0473'ABOUT 2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0473'THE CROSSING OF STATE HIGHWAY 635 AT BASCOM, 33 FEET SOUTHWEST
 MC0473'OF THE CENTER OF THE CROSSING OF COUNTY ROAD NO. 5 AND THE
 MC0473'EASTBOUND TRACK, 25 FEET EAST OF MILEPOLE 32-01, SET IN THE TOP
 MC0473'OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A TWO PIPE
 MC0473'CULVERT (24-INCH AND 12-INCH) UNDER THE ROAD, 27.1 FEET SOUTH OF
 MC0473'THE SOUTH RAIL OF THE EASTBOUND TRACK, 19 1/2 FEET WEST OF THE
 MC0473'CENTER LINE OF THE ROAD AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 MC0473'TRACK.
 MC0473
 MC0473                          STATION RECOVERY (1992)
 MC0473
 MC0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0473'7.9 KM (4.90 MI) EASTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0473'JUNCTION OF U.S. HIGHWAY 23 IN FOSTORIA, IN TOP OF AND 0.2 M
 MC0473'(0.7 FT) NORTHEAST OF THE SOUTHWEST END OF THE WEST CONCRETE HEADWALL
 MC0473'OF A CULVERT UNDER COUNTY ROAD 5, 33.5 M (109.9 FT) SOUTH OF BENCH
 MC0473'MARK D 312, 8.0 M (26.2 FT) SOUTH OF THE NEAR RAIL, 6.3 M (20.7 FT)
 MC0473'WEST OF THE ROAD CENTER, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 MC0473'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0447 ***********************************************************************
 MC0447  DESIGNATION -  J 173
 MC0447  PID         -  MC0447
 MC0447  STATE/COUNTY-  OH/SENECA
 MC0447  USGS QUAD   -  TIFFIN SOUTH (1977)
 MC0447
 MC0447                         *CURRENT SURVEY CONTROL
 MC0447  ___________________________________________________________________
 MC0447* NAD 83(1986)-  41 07 00.     (N)    083 10 03.     (W)     SCALED    
 MC0447* NAVD 88     -       233.597  (meters)     766.39   (feet)  ADJUSTED  
 MC0447  ___________________________________________________________________
 MC0447  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 MC0447  DYNAMIC HT  -         233.494 (meters)     766.05  (feet)  COMP
 MC0447  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 MC0447
 MC0447  VERT ORDER  -  FIRST     CLASS I
 MC0447
 MC0447.The horizontal coordinates were scaled from a topographic map and have
 MC0447.an estimated accuracy of +/- 6 seconds.
 MC0447
 MC0447.The orthometric height was determined by differential leveling
 MC0447.and adjusted by the National Geodetic Survey in June 1991..
 MC0447
 MC0447.The geoid height was determined by GEOID03.
 MC0447
 MC0447.The dynamic height is computed by dividing the NAVD 88
 MC0447.geopotential number by the normal gravity value computed on the
 MC0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0447.degrees latitude (g = 980.6199 gals.).
 MC0447
 MC0447.The modeled gravity was interpolated from observed gravity values.
 MC0447
 MC0447;                    North         East    Units  Estimated Accuracy
 MC0447;SPC OH N     -   161,230.      543,940.      MT  (+/- 180 meters Scaled)
 MC0447
 MC0447                          SUPERSEDED SURVEY CONTROL
 MC0447
 MC0447  NGVD 29 (01/19/93)  233.774  (m)          766.97   (f) ADJUSTED    1 1
 MC0447
 MC0447.Superseded values are not recommended for survey control.
 MC0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0447.See file dsdata.txt to determine how the superseded data were derived.
 MC0447
 MC0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF180539(NAD 83)
 MC0447_MARKER: DB = BENCH MARK DISK
 MC0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0447_SP_SET: BUILDING
 MC0447_STAMPING: J 173 1954
 MC0447_MARK LOGO: CGS   
 MC0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0447+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0447
 MC0447  HISTORY     - Date     Condition        Report By
 MC0447  HISTORY     - 1954     MONUMENTED       CGS
 MC0447  HISTORY     - 1968     GOOD             NGS
 MC0447  HISTORY     - 19921023 GOOD             NGS
 MC0447
 MC0447                          STATION DESCRIPTION
 MC0447
 MC0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0447'AT TIFFIN.
 MC0447'AT TIFFIN, ABOUT 0.7 MILE EAST ALONG THE BALTIMORE AND OHIO
 MC0447'RAILROAD FROM THE STATION, ABOUT 100 YARDS SOUTHWEST OF THE
 MC0447'CROSSING OF STATE HIGHWAY 18 (EAST PERRY STREET), ON THE CAMPUS
 MC0447'OF HEIDELBURG COLLEGE, SET VERTICALLY IN THE NORTH FACE OF A
 MC0447'CONCRETE SILL OVER THE BASEMENT WINDOW AT THE NORTHEAST CORNER
 MC0447'OF THE NORTH WING OF FOUNDERS HALL, 114 FEET SOUTH OF THE SOUTH
 MC0447'CURB OF THE HIGHWAY, 5.5 FEET WEST OF THE NORTHEAST CORNER OF
 MC0447'THE BUILDING, 3.5 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 6
 MC0447'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 MC0447
 MC0447                          STATION RECOVERY (1992)
 MC0447
 MC0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0447'IN TIFFIN, AT THE INTERSECTION OF EAST PERRY AND EAST MARKET STREETS,
 MC0447'SET VERTICALLY IN THE NORTH FACE OF FOUNDERS HALL AT THE HEIDELBERG
 MC0447'COLLEGE CAMPUS, 90.8 M (297.9 FT) SOUTHEAST OF THE CENTERLINE OF
 MC0447'MARKET STREET, 40.6 M (133.2 FT) SOUTH OF THE CENTERLINE OF PERRY
 MC0447'STREET, 4.7 M (15.4 FT) EAST OF THE CENTER OF THE NORTH ENTRANCE TO
 MC0447'THE BUILDING, 1.8 M (5.9 FT) WEST OF THE NORTHEAST CORNER OF THE
 MC0447'BUILDING, AND 1.1 M (3.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0221 ***********************************************************************
 MC0221  DESIGNATION -  J 174
 MC0221  PID         -  MC0221
 MC0221  STATE/COUNTY-  OH/HURON
 MC0221  USGS QUAD   -  CENTERTON (1977)
 MC0221
 MC0221                         *CURRENT SURVEY CONTROL
 MC0221  ___________________________________________________________________
 MC0221* NAD 83(1986)-  41 03 54.     (N)    082 45 15.     (W)     SCALED    
 MC0221* NAVD 88     -       277.727  (meters)     911.18   (feet)  ADJUSTED  
 MC0221  ___________________________________________________________________
 MC0221  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 MC0221  DYNAMIC HT  -         277.599 (meters)     910.76  (feet)  COMP
 MC0221  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 MC0221
 MC0221  VERT ORDER  -  FIRST     CLASS I
 MC0221
 MC0221.The horizontal coordinates were scaled from a topographic map and have
 MC0221.an estimated accuracy of +/- 6 seconds.
 MC0221
 MC0221.The orthometric height was determined by differential leveling
 MC0221.and adjusted by the National Geodetic Survey in June 1991..
 MC0221
 MC0221.The geoid height was determined by GEOID03.
 MC0221
 MC0221.The dynamic height is computed by dividing the NAVD 88
 MC0221.geopotential number by the normal gravity value computed on the
 MC0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0221.degrees latitude (g = 980.6199 gals.).
 MC0221
 MC0221.The modeled gravity was interpolated from observed gravity values.
 MC0221
 MC0221;                    North         East    Units  Estimated Accuracy
 MC0221;SPC OH N     -   155,310.      578,640.      MT  (+/- 180 meters Scaled)
 MC0221
 MC0221                          SUPERSEDED SURVEY CONTROL
 MC0221
 MC0221  NGVD 29 (01/19/93)  277.893  (m)          911.72   (f) ADJUSTED    1 1
 MC0221
 MC0221.Superseded values are not recommended for survey control.
 MC0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0221.See file dsdata.txt to determine how the superseded data were derived.
 MC0221
 MC0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF526474(NAD 83)
 MC0221_MARKER: DB = BENCH MARK DISK
 MC0221_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0221_SP_SET: BUILDING
 MC0221_STAMPING: J 174 1954
 MC0221_MARK LOGO: CGS   
 MC0221_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0221+STABILITY: SURFACE MOTION
 MC0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0221+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1992
 MC0221
 MC0221  HISTORY     - Date     Condition        Report By
 MC0221  HISTORY     - 1954     MONUMENTED       CGS
 MC0221  HISTORY     - 1968     GOOD             NGS
 MC0221  HISTORY     - 1987     GOOD             OHDT
 MC0221  HISTORY     - 19921023 GOOD             NGS
 MC0221
 MC0221                          STATION DESCRIPTION
 MC0221
 MC0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0221'1.5 MI W FROM WILLARD.
 MC0221'ABOUT 1.5 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MC0221'THE STATION AT WILLARD, AT MILEPOLE NO. 1-33, IN THE WILLARD
 MC0221'RAILROAD YARD, ABOUT 0.1 MILE EAST OF THE NORTH END OF LIBERTY
 MC0221'ROAD, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHEAST CORNER
 MC0221'OF THE CONCRETE FOUNDATION TO THE YARD CONTROL TOWER (A 16-FOOT
 MC0221'SQUARE BRICK BUILDING), 7.7 FEET NORTH OF THE NORTH RAIL OF THE
 MC0221'NORTH ONE OF THREE TRACKS SOUTH OF THE TOWER, 2 FEET WEST OF THE
 MC0221'SOUTHEAST CORNER OF THE TOWER, 2.3 FEET ABOVE THE LEVEL OF THE
 MC0221'GROUND AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE NEAR TRACK.
 MC0221
 MC0221                          STATION RECOVERY (1987)
 MC0221
 MC0221'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0221'RECOVERED IN GOOD CONDITION.
 MC0221
 MC0221                          STATION RECOVERY (1992)
 MC0221
 MC0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0221'3.4 KM (2.10 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0221'JUNCTION OF STATE HIGHWAY 99 IN WILLARD, SET VERTICALLY IN THE SOUTH
 MC0221'FACE OF A RAILROAD CONTROL TOWER, 8.7 M (28.5 FT) NORTH OF THE NEAR
 MC0221'RAIL, 0.7 M (2.3 FT) ABOVE THE GROUND SURFACE, AND 0.6 M (2.0 FT)
 MC0221'WEST OF THE SOUTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0097 ***********************************************************************
 MC0097  DESIGNATION -  J 175
 MC0097  PID         -  MC0097
 MC0097  STATE/COUNTY-  OH/ASHLAND
 MC0097  USGS QUAD   -  NOVA (1973)
 MC0097
 MC0097                         *CURRENT SURVEY CONTROL
 MC0097  ___________________________________________________________________
 MC0097* NAD 83(1986)-  41 02 52.     (N)    082 21 28.     (W)     SCALED    
 MC0097* NAVD 88     -       325.219  (meters)    1066.99   (feet)  ADJUSTED  
 MC0097  ___________________________________________________________________
 MC0097  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MC0097  DYNAMIC HT  -         325.073 (meters)    1066.51  (feet)  COMP
 MC0097  MODELED GRAV-     980,165.6   (mgal)                       NAVD 88
 MC0097
 MC0097  VERT ORDER  -  FIRST     CLASS I
 MC0097
 MC0097.The horizontal coordinates were scaled from a topographic map and have
 MC0097.an estimated accuracy of +/- 6 seconds.
 MC0097
 MC0097.The orthometric height was determined by differential leveling
 MC0097.and adjusted by the National Geodetic Survey in June 1991..
 MC0097
 MC0097.The geoid height was determined by GEOID03.
 MC0097
 MC0097.The dynamic height is computed by dividing the NAVD 88
 MC0097.geopotential number by the normal gravity value computed on the
 MC0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0097.degrees latitude (g = 980.6199 gals.).
 MC0097
 MC0097.The modeled gravity was interpolated from observed gravity values.
 MC0097
 MC0097;                    North         East    Units  Estimated Accuracy
 MC0097;SPC OH N     -   153,380.      611,960.      MT  (+/- 180 meters Scaled)
 MC0097
 MC0097                          SUPERSEDED SURVEY CONTROL
 MC0097
 MC0097  NGVD 29 (??/??/92)  325.393  (m)         1067.56   (f) ADJ UNCH    1 1
 MC0097
 MC0097.Superseded values are not recommended for survey control.
 MC0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0097.See file dsdata.txt to determine how the superseded data were derived.
 MC0097
 MC0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF858449(NAD 83)
 MC0097_MARKER: DB = BENCH MARK DISK
 MC0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0097_STAMPING: J 175 1954
 MC0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0097+STABILITY: SURFACE MOTION
 MC0097
 MC0097  HISTORY     - Date     Condition        Report By
 MC0097  HISTORY     - 1954     MONUMENTED       CGS
 MC0097  HISTORY     - 1967     GOOD             NGS
 MC0097  HISTORY     - 1987     MARK NOT FOUND   OHDT
 MC0097
 MC0097                          STATION DESCRIPTION
 MC0097
 MC0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MC0097'3 MI NW FROM NOVA.
 MC0097'ABOUT 3.0 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0097'FROM THE CROSSING OF STATE HIGHWAY 511 AT NOVA, 75 FEET NORTHWEST
 MC0097'OF THE CENTER OF THE CROSSING OF COUNTY ROAD NO. 176 AND THE
 MC0097'WESTBOUND TRACK, 28.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MC0097'WESTBOUND TRACK, 46 FEET WEST OF THE CENTER LINE OF THE ROAD,
 MC0097'16 1/2 FEET SOUTHEAST OF MILEPOLE 184-4, IN LINE WITH A ROW OF
 MC0097'POLES, 1.1 FEET NORTHEAST OF A METAL WITNESS POST, 3 FEET ABOVE
 MC0097'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 MC0097'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 MC0097
 MC0097                          STATION RECOVERY (1987)
 MC0097
 MC0097'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 MC0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1171 ***********************************************************************
 KZ1171  DESIGNATION -  J 176
 KZ1171  PID         -  KZ1171
 KZ1171  STATE/COUNTY-  OH/HURON
 KZ1171  USGS QUAD   -  SHELBY (1980)
 KZ1171
 KZ1171                         *CURRENT SURVEY CONTROL
 KZ1171  ___________________________________________________________________
 KZ1171* NAD 83(1986)-  40 59 44.     (N)    082 40 03.     (W)     SCALED    
 KZ1171* NAVD 88     -       313.609  (meters)    1028.90   (feet)  ADJUSTED  
 KZ1171  ___________________________________________________________________
 KZ1171  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 KZ1171  DYNAMIC HT  -         313.463 (meters)    1028.42  (feet)  COMP
 KZ1171  MODELED GRAV-     980,150.7   (mgal)                       NAVD 88
 KZ1171
 KZ1171  VERT ORDER  -  FIRST     CLASS I
 KZ1171
 KZ1171.The horizontal coordinates were scaled from a topographic map and have
 KZ1171.an estimated accuracy of +/- 6 seconds.
 KZ1171
 KZ1171.The orthometric height was determined by differential leveling
 KZ1171.and adjusted by the National Geodetic Survey in June 1991..
 KZ1171.WARNING-Repeat measurements at this control monument indicate possible
 KZ1171.vertical movement.
 KZ1171
 KZ1171.The geoid height was determined by GEOID03.
 KZ1171
 KZ1171.The dynamic height is computed by dividing the NAVD 88
 KZ1171.geopotential number by the normal gravity value computed on the
 KZ1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1171.degrees latitude (g = 980.6199 gals.).
 KZ1171
 KZ1171.The modeled gravity was interpolated from observed gravity values.
 KZ1171
 KZ1171;                    North         East    Units  Estimated Accuracy
 KZ1171;SPC OH N     -   147,580.      585,910.      MT  (+/- 180 meters Scaled)
 KZ1171
 KZ1171                          SUPERSEDED SURVEY CONTROL
 KZ1171
 KZ1171  NGVD 29 (??/??/92)  313.769  (m)         1029.42   (f) ADJ UNCH    1 1
 KZ1171
 KZ1171.Superseded values are not recommended for survey control.
 KZ1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1171.See file dsdata.txt to determine how the superseded data were derived.
 KZ1171
 KZ1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF597396(NAD 83)
 KZ1171_MARKER: DB = BENCH MARK DISK
 KZ1171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1171_SP_SET: BUILDING
 KZ1171_STAMPING: J 176 1954
 KZ1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1171
 KZ1171  HISTORY     - Date     Condition        Report By
 KZ1171  HISTORY     - 1954     MONUMENTED       CGS
 KZ1171  HISTORY     - 1967     GOOD             NGS
 KZ1171
 KZ1171                          STATION DESCRIPTION
 KZ1171
 KZ1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KZ1171'AT PLYMOUTH.
 KZ1171'AT PLYMOUTH, 135 FEET NORTHEAST OF THE INTERSECTION OF WEST
 KZ1171'BROADWAY AND RAILROAD STREET, SET VERTICALLY IN THE WEST FACE
 KZ1171'OF THE PLYMOUTH ELEMENTARY SCHOOL, 105 FEET EAST OF THE CENTER
 KZ1171'LINE OF THE NEW STREET, 72.4 FEET NORTH OF THE NORTH CURB OF
 KZ1171'WEST BROADWAY, 0.8 FOOT NORTH OF THE SOUTHWEST CORNER OF THE
 KZ1171'BUILDING, 2.8 FEET ABOVE THE LEVEL OF THE GROUND AND 4 FEET
 KZ1171'ABOVE THE LEVEL OF WEST BROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1717 ***********************************************************************
 KY1717  DESIGNATION -  J 177
 KY1717  PID         -  KY1717
 KY1717  STATE/COUNTY-  OH/WAYNE
 KY1717  USGS QUAD   -  RITTMAN (1994)
 KY1717
 KY1717                         *CURRENT SURVEY CONTROL
 KY1717  ___________________________________________________________________
 KY1717* NAD 83(1986)-  40 58 03.     (N)    081 46 24.     (W)     SCALED    
 KY1717* NAVD 88     -       292.036  (meters)     958.12   (feet)  ADJUSTED  
 KY1717  ___________________________________________________________________
 KY1717  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KY1717  DYNAMIC HT  -         291.909 (meters)     957.70  (feet)  COMP
 KY1717  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 KY1717
 KY1717  VERT ORDER  -  FIRST     CLASS I
 KY1717
 KY1717.The horizontal coordinates were scaled from a topographic map and have
 KY1717.an estimated accuracy of +/- 6 seconds.
 KY1717
 KY1717.The orthometric height was determined by differential leveling
 KY1717.and adjusted by the National Geodetic Survey in June 1991..
 KY1717.WARNING-Repeat measurements at this control monument indicate possible
 KY1717.vertical movement.
 KY1717
 KY1717.The geoid height was determined by GEOID03.
 KY1717
 KY1717.The dynamic height is computed by dividing the NAVD 88
 KY1717.geopotential number by the normal gravity value computed on the
 KY1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1717.degrees latitude (g = 980.6199 gals.).
 KY1717
 KY1717.The modeled gravity was interpolated from observed gravity values.
 KY1717
 KY1717;                    North         East    Units  Estimated Accuracy
 KY1717;SPC OH N     -   144,710.      661,160.      MT  (+/- 180 meters Scaled)
 KY1717
 KY1717                          SUPERSEDED SURVEY CONTROL
 KY1717
 KY1717  NGVD 29 (??/??/92)  292.242  (m)          958.80   (f) ADJ UNCH    1 1
 KY1717
 KY1717.Superseded values are not recommended for survey control.
 KY1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1717.See file dsdata.txt to determine how the superseded data were derived.
 KY1717
 KY1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF349354(NAD 83)
 KY1717_MARKER: DB = BENCH MARK DISK
 KY1717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1717_SP_SET: BUILDING
 KY1717_STAMPING: J 177 1954
 KY1717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1717
 KY1717  HISTORY     - Date     Condition        Report By
 KY1717  HISTORY     - 1954     MONUMENTED       CGS
 KY1717  HISTORY     - 1967     GOOD             NGS
 KY1717  HISTORY     - 1971     GOOD             OHDT
 KY1717  HISTORY     - 1987     GOOD             OHDT
 KY1717
 KY1717                          STATION DESCRIPTION
 KY1717
 KY1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY1717'AT RITTMAN.
 KY1717'AT RITTMAN, ABOUT 0.4 MILE EAST ALONG THE BALTIMORE AND OHIO
 KY1717'RAILROAD FROM THE STATION AT RITTMAN, IN SECTION 12, R 12 W,
 KY1717'T 18 N, 44 FEET SOUTH OF MILEPOLE 151-25, SET VERTICALLY IN
 KY1717'THE NORTH FACE OF A ONE-STORY RED BRICK BUILDING FOR THE CITY
 KY1717'SEWER PLANT, 49.8 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE
 KY1717'OF FOUR TRACKS, 1 FOOT EAST OF THE NORTHWEST CORNER OF THE
 KY1717'BUILDING, 3.4 FEET ABOVE THE LEVEL OF THE GROUND AND 1 1/2 FEET
 KY1717'ABOVE THE LEVEL OF THE TRACK.  NOTE-- CHANGED ELEVATION.
 KY1717
 KY1717                          STATION RECOVERY (1971)
 KY1717
 KY1717'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1717'RECOVERED IN GOOD CONDITION.
 KY1717
 KY1717                          STATION RECOVERY (1987)
 KY1717
 KY1717'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1177 ***********************************************************************
 MB1177  DESIGNATION -  J 178
 MB1177  PID         -  MB1177
 MB1177  STATE/COUNTY-  OH/SUMMIT
 MB1177  USGS QUAD   -  AKRON EAST (1964)
 MB1177
 MB1177                         *CURRENT SURVEY CONTROL
 MB1177  ___________________________________________________________________
 MB1177* NAD 83(1986)-  41 02 52.     (N)    081 28 34.     (W)     SCALED    
 MB1177* NAVD 88     -       318.113  (meters)    1043.68   (feet)  ADJUSTED  
 MB1177  ___________________________________________________________________
 MB1177  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MB1177  DYNAMIC HT  -         317.972 (meters)    1043.21  (feet)  COMP
 MB1177  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 MB1177
 MB1177  VERT ORDER  -  FIRST     CLASS II
 MB1177
 MB1177.The horizontal coordinates were scaled from a topographic map and have
 MB1177.an estimated accuracy of +/- 6 seconds.
 MB1177
 MB1177.The orthometric height was determined by differential leveling
 MB1177.and adjusted by the National Geodetic Survey in June 1991..
 MB1177.WARNING-Repeat measurements at this control monument indicate possible
 MB1177.vertical movement.
 MB1177
 MB1177.The geoid height was determined by GEOID03.
 MB1177
 MB1177.The dynamic height is computed by dividing the NAVD 88
 MB1177.geopotential number by the normal gravity value computed on the
 MB1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1177.degrees latitude (g = 980.6199 gals.).
 MB1177
 MB1177.The modeled gravity was interpolated from observed gravity values.
 MB1177
 MB1177;                    North         East    Units  Estimated Accuracy
 MB1177;SPC OH N     -   153,870.      686,080.      MT  (+/- 180 meters Scaled)
 MB1177
 MB1177                          SUPERSEDED SURVEY CONTROL
 MB1177
 MB1177  NGVD 29 (06/03/92)  318.309  (m)         1044.32   (f) ADJUSTED    1 2
 MB1177
 MB1177.Superseded values are not recommended for survey control.
 MB1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1177.See file dsdata.txt to determine how the superseded data were derived.
 MB1177
 MB1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF599441(NAD 83)
 MB1177_MARKER: DB = BENCH MARK DISK
 MB1177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1177_SP_SET: BUILDING
 MB1177_STAMPING: J 178 1954
 MB1177_MARK LOGO: CGS   
 MB1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1177
 MB1177  HISTORY     - Date     Condition        Report By
 MB1177  HISTORY     - 1954     MONUMENTED       CGS
 MB1177  HISTORY     - 1964     GOOD             NGS
 MB1177  HISTORY     - 1983     GOOD             NGS
 MB1177
 MB1177                          STATION DESCRIPTION
 MB1177
 MB1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MB1177'1.8 MI S FROM AKRON.
 MB1177'ABOUT 1.75 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB1177'THE MARKET STREET OVERPASS AT AKRON, ABOUT 0.4 MILE NORTH OF THE
 MB1177'TRIPLETT STREET OVERPASS, IN THE NORTHWEST ANGLE OF THE CROSSING
 MB1177'OF ARCHWOOD AVENUE, SET VERTICALLY IN THE EAST BRICK WALL OF THE
 MB1177'SPOHN CORPORATION MECHANICAL CONTRACTOR BUILDING AND 1417
 MB1177'ARCHWOOD AVENUE, 78 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
 MB1177'54 FEET WEST OF THE WEST RAIL, 0.5 FOOT NORTH OF THE SOUTHEAST
 MB1177'CORNER OF THE BUILDING AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
 MB1177
 MB1177                          STATION RECOVERY (1983)
 MB1177
 MB1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0753 ***********************************************************************
 MC0753  DESIGNATION -  J 18
 MC0753  PID         -  MC0753
 MC0753  STATE/COUNTY-  OH/LUCAS
 MC0753  USGS QUAD   -  WHITEHOUSE (1980)
 MC0753
 MC0753                         *CURRENT SURVEY CONTROL
 MC0753  ___________________________________________________________________
 MC0753* NAD 83(1986)-  41 36 37.     (N)    083 45 22.     (W)     SCALED    
 MC0753* NAVD 88     -       197.116  (meters)     646.70   (feet)  ADJUSTED  
 MC0753  ___________________________________________________________________
 MC0753  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC0753  DYNAMIC HT  -         197.037 (meters)     646.45  (feet)  COMP
 MC0753  MODELED GRAV-     980,222.0   (mgal)                       NAVD 88
 MC0753
 MC0753  VERT ORDER  -  SECOND    CLASS 0
 MC0753
 MC0753.The horizontal coordinates were scaled from a topographic map and have
 MC0753.an estimated accuracy of +/- 6 seconds.
 MC0753
 MC0753.The orthometric height was determined by differential leveling
 MC0753.and adjusted by the National Geodetic Survey in June 1991..
 MC0753.WARNING-Repeat measurements at this control monument indicate possible
 MC0753.vertical movement.
 MC0753
 MC0753.The geoid height was determined by GEOID03.
 MC0753
 MC0753.The dynamic height is computed by dividing the NAVD 88
 MC0753.geopotential number by the normal gravity value computed on the
 MC0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0753.degrees latitude (g = 980.6199 gals.).
 MC0753
 MC0753.The modeled gravity was interpolated from observed gravity values.
 MC0753
 MC0753;                    North         East    Units  Estimated Accuracy
 MC0753;SPC OH N     -   216,590.      495,300.      MT  (+/- 180 meters Scaled)
 MC0753
 MC0753                          SUPERSEDED SURVEY CONTROL
 MC0753
 MC0753  NGVD 29 (??/??/92)  197.308  (m)          647.33   (f) ADJ UNCH    2 0
 MC0753
 MC0753.Superseded values are not recommended for survey control.
 MC0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0753.See file dsdata.txt to determine how the superseded data were derived.
 MC0753
 MC0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG703101(NAD 83)
 MC0753_MARKER: DB = BENCH MARK DISK
 MC0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0753_STAMPING: J 18 1934
 MC0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0753+STABILITY: SURFACE MOTION
 MC0753
 MC0753  HISTORY     - Date     Condition        Report By
 MC0753  HISTORY     - 1934     MONUMENTED       CGS
 MC0753
 MC0753                          STATION DESCRIPTION
 MC0753
 MC0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0753'2.6 MI W FROM HOLLAND.
 MC0753'2.6 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MC0753'STATION AT HOLLAND, LUCAS COUNTY, 88 YARDS SOUTHEAST OF A
 MC0753'WHISTLE POST AT THE POINT WHERE STATE HIGHWAY 2 BEGINS TO PARALLEL
 MC0753'THE TRACK, 18 YARDS WEST OF TELEGRAPH POLE E 16, 9 YARDS SOUTH
 MC0753'OF THE SOUTH RAIL OF THE SOUTH TRACK, 15 YARDS NORTH OF THE
 MC0753'CENTERLINE OF THE STATE HIGHWAY 2, AND ABOUT 4 FEET BELOW THE
 MC0753'TOP OF THE RAIL.  A STANDARD DISK, STAMPED J 18 1934 AND SET
 MC0753'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1542 ***********************************************************************
 KY1542  DESIGNATION -  J 180
 KY1542  PID         -  KY1542
 KY1542  STATE/COUNTY-  OH/TUSCARAWAS
 KY1542  USGS QUAD   -  KIMBOLTON (1994)
 KY1542
 KY1542                         *CURRENT SURVEY CONTROL
 KY1542  ___________________________________________________________________
 KY1542* NAD 83(1986)-  40 14 51.     (N)    081 35 52.     (W)     SCALED    
 KY1542* NAVD 88     -       270.477  (meters)     887.39   (feet)  ADJUSTED  
 KY1542  ___________________________________________________________________
 KY1542  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KY1542  DYNAMIC HT  -         270.337 (meters)     886.93  (feet)  COMP
 KY1542  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 KY1542
 KY1542  VERT ORDER  -  FIRST     CLASS II
 KY1542
 KY1542.The horizontal coordinates were scaled from a topographic map and have
 KY1542.an estimated accuracy of +/- 6 seconds.
 KY1542
 KY1542.The orthometric height was determined by differential leveling
 KY1542.and adjusted by the National Geodetic Survey in June 1991..
 KY1542
 KY1542.The geoid height was determined by GEOID03.
 KY1542
 KY1542.The dynamic height is computed by dividing the NAVD 88
 KY1542.geopotential number by the normal gravity value computed on the
 KY1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1542.degrees latitude (g = 980.6199 gals.).
 KY1542
 KY1542.The modeled gravity was interpolated from observed gravity values.
 KY1542
 KY1542;                    North         East    Units  Estimated Accuracy
 KY1542;SPC OH N     -    64,900.      676,770.      MT  (+/- 180 meters Scaled)
 KY1542
 KY1542                          SUPERSEDED SURVEY CONTROL
 KY1542
 KY1542  NGVD 29 (??/??/92)  270.687  (m)          888.08   (f) ADJ UNCH    1 2
 KY1542
 KY1542.Superseded values are not recommended for survey control.
 KY1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1542.See file dsdata.txt to determine how the superseded data were derived.
 KY1542
 KY1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME491553(NAD 83)
 KY1542_MARKER: DB = BENCH MARK DISK
 KY1542_SETTING: 66 = SET IN ROCK OUTCROP
 KY1542_SP_SET: ROCK OUTCROP
 KY1542_STAMPING: J 180 1954
 KY1542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY1542+STABILITY: POSITION/ELEVATION WELL
 KY1542
 KY1542  HISTORY     - Date     Condition        Report By
 KY1542  HISTORY     - 1954     MONUMENTED       CGS
 KY1542
 KY1542                          STATION DESCRIPTION
 KY1542
 KY1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1542'1.9 MI S FROM NEWCOMERSTOWN.
 KY1542'1.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY1542'STATION AT NEWCOMERSTOWN, ABOUT 0.55 MILE NORTH OF NORTH ENTRANCE
 KY1542'TO A RAILROAD TUNNEL, ABOUT 1196 FEET NORTH OF MILE POST 82,
 KY1542'SET VERTICALLY IN FACE OF AN OUTCROPPING SANDSTONE LEDGE ABOUT
 KY1542'3 BY 1 1/2-FOOT, 36 FEET EAST OF EAST RAIL OF MAIN TRACK, 102
 KY1542'FEET NORTH-NORTHEAST OF EAST END OF A 24-INCH IRON PIPE CULVERT
 KY1542'UNDER TRACK, 27 1/2 FEET SOUTHEAST OF THE TENTH TELEPHONE POLE
 KY1542'NORTH OF MILE POST, 10 FEET EAST OF A FENCE LINE AND ABOUT 2
 KY1542'FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0676 ***********************************************************************
 MC0676  DESIGNATION -  J 181
 MC0676  PID         -  MC0676
 MC0676  STATE/COUNTY-  OH/WOOD
 MC0676  USGS QUAD   -  MAUMEE (1994)
 MC0676
 MC0676                         *CURRENT SURVEY CONTROL
 MC0676  ___________________________________________________________________
 MC0676* NAD 83(1986)-  41 32 46.     (N)    083 38 31.     (W)     SCALED    
 MC0676* NAVD 88     -       193.480  (meters)     634.78   (feet)  ADJUSTED  
 MC0676  ___________________________________________________________________
 MC0676  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC0676  DYNAMIC HT  -         193.403 (meters)     634.52  (feet)  COMP
 MC0676  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 MC0676
 MC0676  VERT ORDER  -  FIRST     CLASS I
 MC0676
 MC0676.The horizontal coordinates were scaled from a topographic map and have
 MC0676.an estimated accuracy of +/- 6 seconds.
 MC0676
 MC0676.The orthometric height was determined by differential leveling
 MC0676.and adjusted by the National Geodetic Survey in January 1994..
 MC0676.WARNING-Repeat measurements at this control monument indicate possible
 MC0676.vertical movement.
 MC0676
 MC0676.The geoid height was determined by GEOID03.
 MC0676
 MC0676.The dynamic height is computed by dividing the NAVD 88
 MC0676.geopotential number by the normal gravity value computed on the
 MC0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0676.degrees latitude (g = 980.6199 gals.).
 MC0676
 MC0676.The modeled gravity was interpolated from observed gravity values.
 MC0676
 MC0676;                    North         East    Units  Estimated Accuracy
 MC0676;SPC OH N     -   209,330.      504,730.      MT  (+/- 180 meters Scaled)
 MC0676
 MC0676                          SUPERSEDED SURVEY CONTROL
 MC0676
 MC0676  NAVD 88 (06/15/91)  193.487  (m)          634.80   (f) UNKNOWN     1 1
 MC0676  NGVD 29 (??/??/92)  193.682  (m)          635.44   (f) ADJ UNCH    1 1
 MC0676
 MC0676.Superseded values are not recommended for survey control.
 MC0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0676.See file dsdata.txt to determine how the superseded data were derived.
 MC0676
 MC0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG796027(NAD 83)
 MC0676_MARKER: DB = BENCH MARK DISK
 MC0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0676_SP_SET: CONCRETE POST
 MC0676_STAMPING: J 181 1954
 MC0676_MARK LOGO: CGS   
 MC0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0676+STABILITY: SURFACE MOTION
 MC0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0676+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0676
 MC0676  HISTORY     - Date     Condition        Report By
 MC0676  HISTORY     - 1954     MONUMENTED       CGS
 MC0676  HISTORY     - 1968     GOOD             NGS
 MC0676  HISTORY     - 1983     GOOD             LOCSUR
 MC0676  HISTORY     - 1988     GOOD             USPSQD
 MC0676  HISTORY     - 19930715 GOOD             NGS
 MC0676
 MC0676                          STATION DESCRIPTION
 MC0676
 MC0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0676'AT PERRYSBURG.
 MC0676'AT PERRYSBURG, ABOUT 1.2 MILES SOUTHWEST ALONG THE BALTIMORE
 MC0676'AND OHIO RAILROAD FROM THE STATION, 95 FEET SOUTHWEST OF THE
 MC0676'CENTER OF THE CROSSING OF ECKEL ROAD, (THE NORTHEAST ONE OF TWO
 MC0676'CROSSING), 69 1/2 FEET WEST OF AND ACROSS THE TRACK FROM MILEPOLE
 MC0676'191-30, 21.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 30 1/2 FEET
 MC0676'SOUTH OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET SOUTHWEST OF
 MC0676'A POWER LINE POLE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST,
 MC0676'2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 MC0676'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 MC0676
 MC0676                          STATION RECOVERY (1983)
 MC0676
 MC0676'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0676'RECOVERED IN GOOD CONDITION.
 MC0676
 MC0676                          STATION RECOVERY (1988)
 MC0676
 MC0676'RECOVERY NOTE BY US POWER SQUADRON 1988 (PAS)
 MC0676'RECOVERED IN GOOD CONDITION.
 MC0676
 MC0676                          STATION RECOVERY (1993)
 MC0676
 MC0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0676'IN PERRYSBURG, AT THE INTERSECTION OF THE CHESSIE SYSTEM RAILROAD AND
 MC0676'ECKEL ROAD (THE NORTHEAST CROSSING OF THE ROAD), 9.3 M (30.5 FT)
 MC0676'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 6.6 M (21.7 FT) NORTHWEST OF
 MC0676'THE NEAR RAIL, 1.0 M (3.3 FT) SOUTHWEST OF UTILITY POLE NUMBER 113 8,
 MC0676'0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT) NORTHEAST
 MC0676'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 MC0676'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0727 ***********************************************************************
 MC0727  DESIGNATION -  J 182
 MC0727  PID         -  MC0727
 MC0727  STATE/COUNTY-  OH/LUCAS
 MC0727  USGS QUAD   -  TOLEDO (1980)
 MC0727
 MC0727                         *CURRENT SURVEY CONTROL
 MC0727  ___________________________________________________________________
 MC0727* NAD 83(1986)-  41 40 14.     (N)    083 30 58.     (W)     SCALED    
 MC0727* NAVD 88     -       182.353  (meters)     598.27   (feet)  ADJUSTED  
 MC0727  ___________________________________________________________________
 MC0727  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0727  DYNAMIC HT  -         182.283 (meters)     598.04  (feet)  COMP
 MC0727  MODELED GRAV-     980,234.2   (mgal)                       NAVD 88
 MC0727
 MC0727  VERT ORDER  -  FIRST     CLASS I
 MC0727
 MC0727.The horizontal coordinates were scaled from a topographic map and have
 MC0727.an estimated accuracy of +/- 6 seconds.
 MC0727
 MC0727.The orthometric height was determined by differential leveling
 MC0727.and adjusted by the National Geodetic Survey in January 1994..
 MC0727
 MC0727.The geoid height was determined by GEOID03.
 MC0727
 MC0727.The dynamic height is computed by dividing the NAVD 88
 MC0727.geopotential number by the normal gravity value computed on the
 MC0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0727.degrees latitude (g = 980.6199 gals.).
 MC0727
 MC0727.The modeled gravity was interpolated from observed gravity values.
 MC0727
 MC0727;                    North         East    Units  Estimated Accuracy
 MC0727;SPC OH N     -   223,020.      515,380.      MT  (+/- 180 meters Scaled)
 MC0727
 MC0727                          SUPERSEDED SURVEY CONTROL
 MC0727
 MC0727  NAVD 88 (06/15/91)  182.350  (m)          598.26   (f) UNKNOWN     1 1
 MC0727  NGVD 29 (??/??/92)  182.542  (m)          598.89   (f) ADJ UNCH    1 1
 MC0727
 MC0727.Superseded values are not recommended for survey control.
 MC0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0727.See file dsdata.txt to determine how the superseded data were derived.
 MC0727
 MC0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG905162(NAD 83)
 MC0727_MARKER: DB = BENCH MARK DISK
 MC0727_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MC0727_SP_SET: BUILDING
 MC0727_STAMPING: J 182 1954
 MC0727_MARK LOGO: CGS   
 MC0727_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0727+STABILITY: POSITION/ELEVATION WELL
 MC0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0727+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1993
 MC0727
 MC0727  HISTORY     - Date     Condition        Report By
 MC0727  HISTORY     - 1954     MONUMENTED       CGS
 MC0727  HISTORY     - 1968     GOOD             NGS
 MC0727  HISTORY     - 1983     GOOD             LOCSUR
 MC0727  HISTORY     - 1985     GOOD             USPSQD
 MC0727  HISTORY     - 1987     GOOD             USPSQD
 MC0727  HISTORY     - 19930715 GOOD             NGS
 MC0727
 MC0727                          STATION DESCRIPTION
 MC0727
 MC0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0727'AT TOLEDO.
 MC0727'AT TOLEDO, ABOUT 0.6 MILE SOUTHEAST ALONG BUCKEYE STREET FROM
 MC0727'THE CENTRAL AVENUE OVERPASS, ABOUT 0.4 MILE NORTHWEST ALONG
 MC0727'BUCKEYE STREET FROM THE JUNCTION OF SUMMIT STREET, ABOUT 100
 MC0727'YARDS NORTHWEST OF THE BUCKEYE STREET OVERPASS OVER INTERSTATE
 MC0727'HIGHWAY 280, SET VERTICALLY IN THE NORTHEAST FACE OF THE EAST
 MC0727'CORNER OF THE CONCRETE FOUNDATION OF THE LIBBEY PRODUCTS COMPANY
 MC0727'BUILDING A, 18.4 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE
 MC0727'STREET, 3.3 FEET NORTHWEST OF THE EAST CORNER OF THE BUILDING,
 MC0727'2.7 FEET ABOVE THE LEVEL OF THE SIDEWALK AND 4 FEET ABOVE THE
 MC0727'LEVEL OF THE STREET.
 MC0727
 MC0727                          STATION RECOVERY (1983)
 MC0727
 MC0727'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0727'RECOVERED IN GOOD CONDITION.
 MC0727
 MC0727                          STATION RECOVERY (1985)
 MC0727
 MC0727'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0727'RECOVERED IN GOOD CONDITION.
 MC0727
 MC0727                          STATION RECOVERY (1987)
 MC0727
 MC0727'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0727'RECOVERED IN GOOD CONDITION.
 MC0727
 MC0727                          STATION RECOVERY (1993)
 MC0727
 MC0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0727'IN TOLEDO, SET VERTICALLY IN THE NORTHEAST FACE OF THE LIBBEY GLASS
 MC0727'COMPANY AT 1205 BUCKEYE STREET, 10.5 M (34.4 FT) SOUTHWEST OF THE
 MC0727'CENTERLINE OF THE STREET, 3.1 M (10.2 FT) NORTHWEST OF THE NEAR RAIL
 MC0727'OF THE NORFOLK AND WESTERN RAILROAD, 1.0 M (3.3 FT) NORTHWEST OF THE
 MC0727'EAST CORNER OF THE BUILDING, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF
 MC0727'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1444 ***********************************************************************
 JX1444  DESIGNATION -  J 183
 JX1444  PID         -  JX1444
 JX1444  STATE/COUNTY-  OH/MUSKINGUM
 JX1444  USGS QUAD   -  NEW CONCORD (1994)
 JX1444
 JX1444                         *CURRENT SURVEY CONTROL
 JX1444  ___________________________________________________________________
 JX1444* NAD 83(1986)-  39 59 32.     (N)    081 44 02.     (W)     SCALED    
 JX1444* NAVD 88     -       258.195  (meters)     847.09   (feet)  ADJUSTED  
 JX1444  ___________________________________________________________________
 JX1444  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JX1444  DYNAMIC HT  -         258.053 (meters)     846.63  (feet)  COMP
 JX1444  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 JX1444
 JX1444  VERT ORDER  -  FIRST     CLASS II
 JX1444
 JX1444.The horizontal coordinates were scaled from a topographic map and have
 JX1444.an estimated accuracy of +/- 6 seconds.
 JX1444
 JX1444.The orthometric height was determined by differential leveling
 JX1444.and adjusted by the National Geodetic Survey in June 1991..
 JX1444
 JX1444.The geoid height was determined by GEOID03.
 JX1444
 JX1444.The dynamic height is computed by dividing the NAVD 88
 JX1444.geopotential number by the normal gravity value computed on the
 JX1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1444.degrees latitude (g = 980.6199 gals.).
 JX1444
 JX1444.The modeled gravity was interpolated from observed gravity values.
 JX1444
 JX1444;                    North         East    Units  Estimated Accuracy
 JX1444;SPC OH S     -   221,450.      665,430.      MT  (+/- 180 meters Scaled)
 JX1444
 JX1444                          SUPERSEDED SURVEY CONTROL
 JX1444
 JX1444  NGVD 29 (??/??/92)  258.418  (m)          847.83   (f) ADJ UNCH    1 2
 JX1444
 JX1444.Superseded values are not recommended for survey control.
 JX1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1444.See file dsdata.txt to determine how the superseded data were derived.
 JX1444
 JX1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME373271(NAD 83)
 JX1444_MARKER: DB = BENCH MARK DISK
 JX1444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1444_SP_SET: BUILDING
 JX1444_STAMPING: J 183 1954
 JX1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1444
 JX1444  HISTORY     - Date     Condition        Report By
 JX1444  HISTORY     - 1954     MONUMENTED       CGS
 JX1444
 JX1444                          STATION DESCRIPTION
 JX1444
 JX1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1444'AT NEW CONCORD.
 JX1444'AT NEW CONCORD, ABOUT 80 YARDS EAST OF THE EAST END OF THE
 JX1444'BALTIMORE AND OHIO RAILROAD STATION, AT THE SOUTH DEAD END OF
 JX1444'COLLEGE STREET, SET VERTICALLY IN THE SOUTH FACE OF CONCRETE
 JX1444'FOUNDATION OF SMALL RED BRICK BUILDING OF SEWER BOOSTER PUMP
 JX1444'STATION, 89 FEET SOUTH OF CENTER LINE OF MAPLE STREET, 51 FEET
 JX1444'NORTH OF NORTH RAIL OF MAIN TRACK, 1.2 FEET EAST OF SOUTHWEST
 JX1444'CORNER OF BUILDING, 1.4 FEET ABOVE GROUND AND ABOUT 1 FOOT
 JX1444'ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1411 ***********************************************************************
 JX1411  DESIGNATION -  J 184
 JX1411  PID         -  JX1411
 JX1411  STATE/COUNTY-  OH/MUSKINGUM
 JX1411  USGS QUAD   -  ZANESVILLE EAST (1994)
 JX1411
 JX1411                         *CURRENT SURVEY CONTROL
 JX1411  ___________________________________________________________________
 JX1411* NAD 83(1986)-  39 58 46.     (N)    081 58 53.     (W)     SCALED    
 JX1411* NAVD 88     -       215.482  (meters)     706.96   (feet)  ADJUSTED  
 JX1411  ___________________________________________________________________
 JX1411  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 JX1411  DYNAMIC HT  -         215.366 (meters)     706.58  (feet)  COMP
 JX1411  MODELED GRAV-     980,079.9   (mgal)                       NAVD 88
 JX1411
 JX1411  VERT ORDER  -  FIRST     CLASS II
 JX1411
 JX1411.The horizontal coordinates were scaled from a topographic map and have
 JX1411.an estimated accuracy of +/- 6 seconds.
 JX1411
 JX1411.The orthometric height was determined by differential leveling
 JX1411.and adjusted by the National Geodetic Survey in June 1991..
 JX1411
 JX1411.The geoid height was determined by GEOID03.
 JX1411
 JX1411.The dynamic height is computed by dividing the NAVD 88
 JX1411.geopotential number by the normal gravity value computed on the
 JX1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1411.degrees latitude (g = 980.6199 gals.).
 JX1411
 JX1411.The modeled gravity was interpolated from observed gravity values.
 JX1411
 JX1411;                    North         East    Units  Estimated Accuracy
 JX1411;SPC OH S     -   219,880.      644,300.      MT  (+/- 180 meters Scaled)
 JX1411
 JX1411                          SUPERSEDED SURVEY CONTROL
 JX1411
 JX1411  NGVD 29 (??/??/92)  215.707  (m)          707.70   (f) ADJ UNCH    1 2
 JX1411
 JX1411.Superseded values are not recommended for survey control.
 JX1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1411.See file dsdata.txt to determine how the superseded data were derived.
 JX1411
 JX1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME162259(NAD 83)
 JX1411_MARKER: DB = BENCH MARK DISK
 JX1411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1411_SP_SET: BRIDGE
 JX1411_STAMPING: J 184 1954
 JX1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1411
 JX1411  HISTORY     - Date     Condition        Report By
 JX1411  HISTORY     - 1954     MONUMENTED       CGS
 JX1411  HISTORY     - 1960     GOOD             NGS
 JX1411
 JX1411                          STATION DESCRIPTION
 JX1411
 JX1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JX1411'3.2 MI N FROM ZANESVILLE.
 JX1411'3.15 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JX1411'AT ZANESVILLE, ABOUT 0.45 MILE NORTH OF MILE POST T 14, IN THE
 JX1411'TOP OF THE SOUTHEAST END OF THE NORTHWEST CONCRETE WING WALL
 JX1411'OF A 30-FOOT TWIN ARCHED STONE MASONRY BRIDGE OVER A SMALL
 JX1411'STREAM, AT A POINT WHERE THE BALTIMORE AND OHIO RAILROAD TURNS EAST
 JX1411'AWAY FROM THE P.R.R. AND FOLLOWS VALLEY TO EAST, 10 1/2 FEET
 JX1411'WEST OF WEST RAIL AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
 JX1411
 JX1411                          STATION RECOVERY (1960)
 JX1411
 JX1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JX1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0065 ***********************************************************************
 JY0065  DESIGNATION -  J 185
 JY0065  PID         -  JY0065
 JY0065  STATE/COUNTY-  OH/MUSKINGUM
 JY0065  USGS QUAD   -  CROOKSVILLE (1994)
 JY0065
 JY0065                         *CURRENT SURVEY CONTROL
 JY0065  ___________________________________________________________________
 JY0065* NAD 83(1986)-  39 51 15.     (N)    082 06 34.     (W)     SCALED    
 JY0065* NAVD 88     -       229.181  (meters)     751.90   (feet)  ADJUSTED  
 JY0065  ___________________________________________________________________
 JY0065  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JY0065  DYNAMIC HT  -         229.055 (meters)     751.49  (feet)  COMP
 JY0065  MODELED GRAV-     980,068.4   (mgal)                       NAVD 88
 JY0065
 JY0065  VERT ORDER  -  FIRST     CLASS II
 JY0065
 JY0065.The horizontal coordinates were scaled from a topographic map and have
 JY0065.an estimated accuracy of +/- 6 seconds.
 JY0065
 JY0065.The orthometric height was determined by differential leveling
 JY0065.and adjusted by the National Geodetic Survey in June 1991..
 JY0065
 JY0065.The geoid height was determined by GEOID03.
 JY0065
 JY0065.The dynamic height is computed by dividing the NAVD 88
 JY0065.geopotential number by the normal gravity value computed on the
 JY0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0065.degrees latitude (g = 980.6199 gals.).
 JY0065
 JY0065.The modeled gravity was interpolated from observed gravity values.
 JY0065
 JY0065;                    North         East    Units  Estimated Accuracy
 JY0065;SPC OH S     -   205,910.      633,420.      MT  (+/- 180 meters Scaled)
 JY0065
 JY0065                          SUPERSEDED SURVEY CONTROL
 JY0065
 JY0065  NGVD 29 (??/??/92)  229.397  (m)          752.61   (f) ADJ UNCH    1 2
 JY0065
 JY0065.Superseded values are not recommended for survey control.
 JY0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0065.See file dsdata.txt to determine how the superseded data were derived.
 JY0065
 JY0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME050121(NAD 83)
 JY0065_MARKER: DB = BENCH MARK DISK
 JY0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0065_SP_SET: ABUTMENT
 JY0065_STAMPING: J 185 1954
 JY0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0065
 JY0065  HISTORY     - Date     Condition        Report By
 JY0065  HISTORY     - 1954     MONUMENTED       CGS
 JY0065
 JY0065                          STATION DESCRIPTION
 JY0065
 JY0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0065'0.8 MI NE FROM EAST FULTONHAM.
 JY0065'0.75 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JY0065'THE STATION AT EAST FULTONHAM, 36 YARDS SOUTH OF MILE POST
 JY0065'COL 57, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 JY0065'AND STONE ABUTMENT OF A 75-FOOT STEEL TRESTLE OVER BUCKEYE
 JY0065'FORK, 7 FEET EAST OF EAST RAIL AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1536 ***********************************************************************
 KY1536  DESIGNATION -  J 186
 KY1536  PID         -  KY1536
 KY1536  STATE/COUNTY-  OH/GUERNSEY
 KY1536  USGS QUAD   -  KIMBOLTON (1994)
 KY1536
 KY1536                         *CURRENT SURVEY CONTROL
 KY1536  ___________________________________________________________________
 KY1536* NAD 83(1986)-  40 11 36.     (N)    081 35 35.     (W)     SCALED    
 KY1536* NAVD 88     -       239.835  (meters)     786.86   (feet)  ADJUSTED  
 KY1536  ___________________________________________________________________
 KY1536  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KY1536  DYNAMIC HT  -         239.708 (meters)     786.44  (feet)  COMP
 KY1536  MODELED GRAV-     980,089.8   (mgal)                       NAVD 88
 KY1536
 KY1536  VERT ORDER  -  FIRST     CLASS II
 KY1536
 KY1536.The horizontal coordinates were scaled from a topographic map and have
 KY1536.an estimated accuracy of +/- 6 seconds.
 KY1536
 KY1536.The orthometric height was determined by differential leveling
 KY1536.and adjusted by the National Geodetic Survey in June 1991..
 KY1536
 KY1536.The geoid height was determined by GEOID03.
 KY1536
 KY1536.The dynamic height is computed by dividing the NAVD 88
 KY1536.geopotential number by the normal gravity value computed on the
 KY1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1536.degrees latitude (g = 980.6199 gals.).
 KY1536
 KY1536.The modeled gravity was interpolated from observed gravity values.
 KY1536
 KY1536;                    North         East    Units  Estimated Accuracy
 KY1536;SPC OH S     -   243,890.      677,230.      MT  (+/- 180 meters Scaled)
 KY1536
 KY1536                          SUPERSEDED SURVEY CONTROL
 KY1536
 KY1536  NGVD 29 (??/??/92)  240.048  (m)          787.56   (f) ADJ UNCH    1 2
 KY1536
 KY1536.Superseded values are not recommended for survey control.
 KY1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1536.See file dsdata.txt to determine how the superseded data were derived.
 KY1536
 KY1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME495493(NAD 83)
 KY1536_MARKER: DB = BENCH MARK DISK
 KY1536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1536_SP_SET: BRIDGE SEAT
 KY1536_STAMPING: J 186 1954
 KY1536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1536
 KY1536  HISTORY     - Date     Condition        Report By
 KY1536  HISTORY     - 1954     MONUMENTED       CGS
 KY1536
 KY1536                          STATION DESCRIPTION
 KY1536
 KY1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY1536'5.9 MI S FROM NEWCOMERSTOWN.
 KY1536'5.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY1536'AT NEWCOMERSTOWN, ABOUT 0.85 MILE NORTH OF RAILROAD OVERPASS
 KY1536'OVER EAST-WEST BLACK TOP ROAD AT GUERNSEY, ABOUT 0.2 MILE
 KY1536'NORTHEAST OF MILE POST 78, AT A NARROW ROAD CROSSING, IN THE
 KY1536'TOP OF THE SOUTHWEST END OF THE NORTHWEST BRIDGE SEAT OF NORTHWEST
 KY1536'STONE ABUTMENT OF A 28-FOOT WOODEN DECK BRIDGE ON ROAD, 69 FEET
 KY1536'NORTHWEST OF NORTHWEST RAIL, 72 FEET NORTHWEST OF CENTER OF
 KY1536'CROSSING, 7 FEET SOUTHWEST OF CENTER LINE OF ROAD, ABOUT 4 FEET
 KY1536'BELOW LEVEL OF TRACK AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0779 ***********************************************************************
 JY0779  DESIGNATION -  J 187
 JY0779  PID         -  JY0779
 JY0779  STATE/COUNTY-  OH/PICKAWAY
 JY0779  USGS QUAD   -  CIRCLEVILLE (1995)
 JY0779
 JY0779                         *CURRENT SURVEY CONTROL
 JY0779  ___________________________________________________________________
 JY0779* NAD 83(1986)-  39 32 13.     (N)    082 56 15.     (W)     SCALED    
 JY0779* NAVD 88     -       218.741  (meters)     717.65   (feet)  ADJUSTED  
 JY0779  ___________________________________________________________________
 JY0779  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JY0779  DYNAMIC HT  -         218.611 (meters)     717.23  (feet)  COMP
 JY0779  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 JY0779
 JY0779  VERT ORDER  -  FIRST     CLASS I
 JY0779
 JY0779.The horizontal coordinates were scaled from a topographic map and have
 JY0779.an estimated accuracy of +/- 6 seconds.
 JY0779
 JY0779.The orthometric height was determined by differential leveling
 JY0779.and adjusted by the National Geodetic Survey in June 1991..
 JY0779.WARNING-Repeat measurements at this control monument indicate possible
 JY0779.vertical movement.
 JY0779
 JY0779.The geoid height was determined by GEOID03.
 JY0779
 JY0779.The dynamic height is computed by dividing the NAVD 88
 JY0779.geopotential number by the normal gravity value computed on the
 JY0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0779.degrees latitude (g = 980.6199 gals.).
 JY0779
 JY0779.The modeled gravity was interpolated from observed gravity values.
 JY0779
 JY0779;                    North         East    Units  Estimated Accuracy
 JY0779;SPC OH S     -   170,710.      562,390.      MT  (+/- 180 meters Scaled)
 JY0779
 JY0779                          SUPERSEDED SURVEY CONTROL
 JY0779
 JY0779  NGVD 29 (??/??/92)  218.907  (m)          718.20   (f) ADJ UNCH    1 1
 JY0779
 JY0779.Superseded values are not recommended for survey control.
 JY0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0779.See file dsdata.txt to determine how the superseded data were derived.
 JY0779
 JY0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD334781(NAD 83)
 JY0779_MARKER: DB = BENCH MARK DISK
 JY0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0779_STAMPING: J 187 1954
 JY0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0779+STABILITY: SURFACE MOTION
 JY0779
 JY0779  HISTORY     - Date     Condition        Report By
 JY0779  HISTORY     - 1954     MONUMENTED       CGS
 JY0779  HISTORY     - 1967     GOOD             NGS
 JY0779
 JY0779                          STATION DESCRIPTION
 JY0779
 JY0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0779'4.2 MI S FROM CIRCLEVILLE.
 JY0779'4.2 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 JY0779'CROSSING OF THE PENNSYLVANIA RAILROAD AT CIRCLEVILLE, AT HAYESVILLE,
 JY0779'ABOUT 0.35 MILE NORTH OF MILE POST N 671, AT CROSSING OF
 JY0779'ADELPHI-HAYESVILLE ROAD, 57 FEET WEST OF WEST RAIL OF WEST MAIN
 JY0779'TRACK, 33 1/2 FEET WEST OF WEST RAIL OF A SIDE TRACK, 65 FEET
 JY0779'WEST-NORTHWEST OF CENTER OF CROSSING OF ROAD AND SET MAIN TRACK,
 JY0779'45 FEET SOUTH OF THE 15TH TELEPHONE POLE NORTH OF MILE POST, 12
 JY0779'FEET NORTH OF CENTER LINE OF ROAD, 2 1/2 FET EAST OF A FENCE LINE,
 JY0779'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 JY0779'TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JY0779
 JY0779                          STATION RECOVERY (1967)
 JY0779
 JY0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JY0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0732 ***********************************************************************
 JY0732  DESIGNATION -  J 188
 JY0732  PID         -  JY0732
 JY0732  STATE/COUNTY-  OH/FRANKLIN
 JY0732  USGS QUAD   -  LOCKBOURNE (1992)
 JY0732
 JY0732                         *CURRENT SURVEY CONTROL
 JY0732  ___________________________________________________________________
 JY0732* NAD 83(1986)-  39 49 14.     (N)    082 56 17.     (W)     SCALED    
 JY0732* NAVD 88     -       225.178  (meters)     738.77   (feet)  ADJUSTED  
 JY0732  ___________________________________________________________________
 JY0732  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JY0732  DYNAMIC HT  -         225.048 (meters)     738.35  (feet)  COMP
 JY0732  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 JY0732
 JY0732  VERT ORDER  -  FIRST     CLASS I
 JY0732
 JY0732.This mark is at Rickenbacker Intl Airport (LCK)
 JY0732
 JY0732.The horizontal coordinates were scaled from a topographic map and have
 JY0732.an estimated accuracy of +/- 6 seconds.
 JY0732
 JY0732.The orthometric height was determined by differential leveling
 JY0732.and adjusted by the National Geodetic Survey in June 1991..
 JY0732
 JY0732.The geoid height was determined by GEOID03.
 JY0732
 JY0732.The dynamic height is computed by dividing the NAVD 88
 JY0732.geopotential number by the normal gravity value computed on the
 JY0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0732.degrees latitude (g = 980.6199 gals.).
 JY0732
 JY0732.The modeled gravity was interpolated from observed gravity values.
 JY0732
 JY0732;                    North         East    Units  Estimated Accuracy
 JY0732;SPC OH S     -   202,200.      562,500.      MT  (+/- 180 meters Scaled)
 JY0732
 JY0732                          SUPERSEDED SURVEY CONTROL
 JY0732
 JY0732  NGVD 29 (??/??/92)  225.354  (m)          739.35   (f) ADJ UNCH    1 1
 JY0732
 JY0732.Superseded values are not recommended for survey control.
 JY0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0732.See file dsdata.txt to determine how the superseded data were derived.
 JY0732
 JY0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE341096(NAD 83)
 JY0732_MARKER: DB = BENCH MARK DISK
 JY0732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0732_SP_SET: TOWER BASE
 JY0732_STAMPING: J 188 1954
 JY0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0732
 JY0732  HISTORY     - Date     Condition        Report By
 JY0732  HISTORY     - 1954     MONUMENTED       CGS
 JY0732  HISTORY     - 1967     GOOD             NGS
 JY0732  HISTORY     - 1975     GOOD             LOCENG
 JY0732
 JY0732                          STATION DESCRIPTION
 JY0732
 JY0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0732'AT LOCKBOURNE AFB.
 JY0732'AT LOCKBOURNE AIR FORCE BASE, AT THE JUNCTION OF WAREHOUSE
 JY0732'ROAD AND THIRD STREET, ABOUT 0.5 MILE NORTHWEST OF THE OPERATIONS
 JY0732'BUILDING, SET ON THE TOP OF THE NORTH CORNER OF THE CONCRETE
 JY0732'BASE FOR THE EAST LEG OF THE WATER TOWER, 150 FEET EAST OF THE
 JY0732'CENTER LINE OF WAREHOUSE ROAD, 51 FEET SOUTHWEST OF THE CENTER
 JY0732'LINE OF THIRD STREET AND 1 1/2 FEET ABOVE THE LEVEL OF THE
 JY0732'GROUND.
 JY0732
 JY0732                          STATION RECOVERY (1975)
 JY0732
 JY0732'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JY0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0714 ***********************************************************************
 JY0714  DESIGNATION -  J 189
 JY0714  PID         -  JY0714
 JY0714  STATE/COUNTY-  OH/FRANKLIN
 JY0714  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0714
 JY0714                         *CURRENT SURVEY CONTROL
 JY0714  ___________________________________________________________________
 JY0714* NAD 83(1986)-  39 53 42.     (N)    082 57 43.     (W)     SCALED    
 JY0714* NAVD 88     -       232.558  (meters)     762.98   (feet)  ADJUSTED  
 JY0714  ___________________________________________________________________
 JY0714  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY0714  DYNAMIC HT  -         232.427 (meters)     762.55  (feet)  COMP
 JY0714  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 JY0714
 JY0714  VERT ORDER  -  FIRST     CLASS I
 JY0714
 JY0714.The horizontal coordinates were scaled from a topographic map and have
 JY0714.an estimated accuracy of +/- 6 seconds.
 JY0714
 JY0714.The orthometric height was determined by differential leveling
 JY0714.and adjusted by the National Geodetic Survey in June 1991..
 JY0714
 JY0714.The geoid height was determined by GEOID03.
 JY0714
 JY0714.The dynamic height is computed by dividing the NAVD 88
 JY0714.geopotential number by the normal gravity value computed on the
 JY0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0714.degrees latitude (g = 980.6199 gals.).
 JY0714
 JY0714.The modeled gravity was interpolated from observed gravity values.
 JY0714
 JY0714;                    North         East    Units  Estimated Accuracy
 JY0714;SPC OH S     -   210,480.      560,490.      MT  (+/- 180 meters Scaled)
 JY0714
 JY0714                          SUPERSEDED SURVEY CONTROL
 JY0714
 JY0714  NGVD 29 (??/??/92)  232.740  (m)          763.58   (f) ADJ UNCH    1 1
 JY0714
 JY0714.Superseded values are not recommended for survey control.
 JY0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0714.See file dsdata.txt to determine how the superseded data were derived.
 JY0714
 JY0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE322179(NAD 83)
 JY0714_MARKER: DB = BENCH MARK DISK
 JY0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0714_SP_SET: FOOTING
 JY0714_STAMPING: J 189 1954
 JY0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0714
 JY0714  HISTORY     - Date     Condition        Report By
 JY0714  HISTORY     - 1954     MONUMENTED       CGS
 JY0714  HISTORY     - 1967     GOOD             NGS
 JY0714  HISTORY     - 1973     GOOD             LOCSUR
 JY0714
 JY0714                          STATION DESCRIPTION
 JY0714
 JY0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JY0714'5.1 MI SE FROM COLUMBUS.
 JY0714'ABOUT 2.2 MILES SOUTH ALONG SOUTH HIGH STREET FROM THE COURTHOUSE
 JY0714'AT COLUMBUS, THENCE 0.6 MILE EAST ALONG HOSACK STREET, THENCE
 JY0714'0.2 MILE SOUTH ALONG PARSONS AVENUE, THENCE 2.1 MILES SOUTHEAST
 JY0714'ALONG GROVEPORT ROAD, SET ON THE TOP OF THE WEST END OF THE STONE
 JY0714'FOOTING FOR THE SOUTH ABUTMENT OF THE GROVEPORT ROAD OVERPASS OVER
 JY0714'THE CHESAPEAKE AND OHIO RAILROAD, 6.6 FEET EAST OF THE WEST END
 JY0714'OF THE FOOTING, 4.6 FEET SOUTH OF THE SOUTH RAIL OF THE NEAR TRACK
 JY0714'AND ABOUT LEVEL WITH THE TRACK.  NOTE-- WITNESS POST SET
 JY0714
 JY0714                          STATION RECOVERY (1973)
 JY0714
 JY0714'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 JY0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1214 ***********************************************************************
 JY1214  DESIGNATION -  J 189 RESET
 JY1214  PID         -  JY1214
 JY1214  STATE/COUNTY-  OH/FRANKLIN
 JY1214  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY1214
 JY1214                         *CURRENT SURVEY CONTROL
 JY1214  ___________________________________________________________________
 JY1214* NAD 83(1986)-  39 53 42.     (N)    082 57 43.     (W)     SCALED    
 JY1214* NAVD 88     -       232.45   (meters)     762.6    (feet)  RESET     
 JY1214  ___________________________________________________________________
 JY1214  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JY1214
 JY1214  VERT ORDER  -  THIRD
 JY1214
 JY1214.The horizontal coordinates were scaled from a topographic map and have
 JY1214.an estimated accuracy of +/- 6 seconds.
 JY1214
 JY1214.The orthometric height was computed from unverified reset data.
 JY1214.No vertical observational check was made to the station.
 JY1214
 JY1214.The geoid height was determined by GEOID03.
 JY1214
 JY1214;                    North         East    Units  Estimated Accuracy
 JY1214;SPC OH S     -   210,480.      560,490.      MT  (+/- 180 meters Scaled)
 JY1214
 JY1214                          SUPERSEDED SURVEY CONTROL
 JY1214
 JY1214  NGVD 29 (10/13/05)  232.63   (m)          763.2    (f) RESET       3  
 JY1214
 JY1214.Superseded values are not recommended for survey control.
 JY1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1214.See file dsdata.txt to determine how the superseded data were derived.
 JY1214
 JY1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE322179(NAD 83)
 JY1214_MARKER: DB = BENCH MARK DISK
 JY1214_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JY1214+WITH SETTING: PAVEMENT
 JY1214_SP_SET: SIGNAL BASE
 JY1214_STAMPING: J 189 RESET 1982
 JY1214_MARK LOGO: NGS   
 JY1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY1214+STABILITY: SURFACE MOTION
 JY1214
 JY1214  HISTORY     - Date     Condition        Report By
 JY1214  HISTORY     - 1982     MONUMENTED       NGS
 JY1214
 JY1214                          STATION DESCRIPTION
 JY1214
 JY1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 JY1214'8.2 KM (5.1 MI) SE FROM COLUMBUS.
 JY1214'3.5 KM (2.2 MI) SOUTH ALONG SOUTH HIGH STREET FROM THE COURTHOUSE
 JY1214'IN COLUMBUS, THENCE 1.0 KM (0.6 MI) EAST ALONG HOSACK STREET, THENCE
 JY1214'0.3 KM (0.2 MI) SOUTH ALONG PARSONS AVENUE, THENCE 3.4 KM (2.1 MI)
 JY1214'SOUTHEAST ALONG GROVEPORT ROAD TO ROAD OVERPASS OF RAILROAD, IN
 JY1214'TOP AND SOUTHEAST CORNER OF A 0.61 METER BY 0.61 METER (2 BY 2 FT)
 JY1214'SQUARE CONCRETE BASE OF A SIGNAL LIGHT, 30.2 METERS (99.0 FT) WEST
 JY1214'OF WEST END OF STONE WINGWALL OF RAILROAD OVERPASS, AND 55.8 METERS
 JY1214'(183.0 FT) WEST OF THE CENTERLINE OF GROVEPORT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0384 ***********************************************************************
 MC0384  DESIGNATION -  J 19
 MC0384  PID         -  MC0384
 MC0384  STATE/COUNTY-  OH/OTTAWA
 MC0384  USGS QUAD   -  OAK HARBOR (1980)
 MC0384
 MC0384                         *CURRENT SURVEY CONTROL
 MC0384  ___________________________________________________________________
 MC0384* NAD 83(1986)-  41 31 12.     (N)    083 08 39.     (W)     SCALED    
 MC0384* NAVD 88     -       179.464  (meters)     588.79   (feet)  ADJUSTED  
 MC0384  ___________________________________________________________________
 MC0384  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 MC0384  DYNAMIC HT  -         179.391 (meters)     588.55  (feet)  COMP
 MC0384  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 MC0384
 MC0384  VERT ORDER  -  SECOND    CLASS 0
 MC0384
 MC0384.The horizontal coordinates were scaled from a topographic map and have
 MC0384.an estimated accuracy of +/- 6 seconds.
 MC0384
 MC0384.The orthometric height was determined by differential leveling
 MC0384.and adjusted by the National Geodetic Survey in June 1991..
 MC0384
 MC0384.The geoid height was determined by GEOID03.
 MC0384
 MC0384.The dynamic height is computed by dividing the NAVD 88
 MC0384.geopotential number by the normal gravity value computed on the
 MC0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0384.degrees latitude (g = 980.6199 gals.).
 MC0384
 MC0384.The modeled gravity was interpolated from observed gravity values.
 MC0384
 MC0384;                    North         East    Units  Estimated Accuracy
 MC0384;SPC OH N     -   206,010.      546,230.      MT  (+/- 180 meters Scaled)
 MC0384
 MC0384                          SUPERSEDED SURVEY CONTROL
 MC0384
 MC0384  NGVD 29 (??/??/92)  179.761  (m)          589.77   (f) ADJ UNCH    2 0
 MC0384
 MC0384.Superseded values are not recommended for survey control.
 MC0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0384.See file dsdata.txt to determine how the superseded data were derived.
 MC0384
 MC0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF210987(NAD 83)
 MC0384_MARKER: DB = BENCH MARK DISK
 MC0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0384_STAMPING: J 19 1934
 MC0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0384+STABILITY: SURFACE MOTION
 MC0384
 MC0384  HISTORY     - Date     Condition        Report By
 MC0384  HISTORY     - 1934     MONUMENTED       CGS
 MC0384  HISTORY     - 1951     POOR             NGS
 MC0384  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0384
 MC0384                          STATION DESCRIPTION
 MC0384
 MC0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0384'AT OAK HARBOR.
 MC0384'AT OAK HARBOR, OTTAWA COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MC0384'400 YARDS EAST OF THE STATION, 147 FEET WEST OF THE WEST END OF
 MC0384'A SMALL TOOLHOUSE, 88 YARDS EAST OF THE CENTERLINE OF LOCUST
 MC0384'STREET, 25.5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT
 MC0384'BELOW THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED J 19
 MC0384'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MC0384
 MC0384                          STATION RECOVERY (1951)
 MC0384
 MC0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 MC0384'MARK RECOVERED IN POOR CONDITION.
 MC0384
 MC0384                          STATION RECOVERY (1980)
 MC0384
 MC0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0384'NOT SEARCHED FOR--MARK REPORTED PRACTICALLY DESTROYED AND USELESS
 MC0384'IN SEPTEMBER 1951 BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0002 ***********************************************************************
 JY0002  DESIGNATION -  J 190
 JY0002  PID         -  JY0002
 JY0002  STATE/COUNTY-  OH/LICKING
 JY0002  USGS QUAD   -  THORNVILLE (1992)
 JY0002
 JY0002                         *CURRENT SURVEY CONTROL
 JY0002  ___________________________________________________________________
 JY0002* NAD 83(1995)-  39 55 28.21278(N)    082 24 49.64675(W)     ADJUSTED  
 JY0002* NAVD 88     -       275.019  (meters)     902.29   (feet)  ADJUSTED  
 JY0002  ___________________________________________________________________
 JY0002  X           -     646,659.702 (meters)                     COMP
 JY0002  Y           -  -4,855,403.447 (meters)                     COMP
 JY0002  Z           -   4,071,715.121 (meters)                     COMP
 JY0002  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 JY0002  ELLIP HEIGHT-         240.88  (meters)          (10/07/05) GPS OBS
 JY0002  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY0002  DYNAMIC HT  -         274.861 (meters)     901.77  (feet)  COMP
 JY0002  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 JY0002
 JY0002  HORZ ORDER  -  FIRST
 JY0002  VERT ORDER  -  FIRST     CLASS II
 JY0002  ELLP ORDER  -  FOURTH    CLASS II
 JY0002
 JY0002.The horizontal coordinates were established by GPS observations
 JY0002.and adjusted by the National Geodetic Survey in February 1999..
 JY0002
 JY0002.The orthometric height was determined by differential leveling
 JY0002.and adjusted by the National Geodetic Survey in June 1991..
 JY0002
 JY0002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JY0002
 JY0002.The Laplace correction was computed from DEFLEC99 derived deflections.
 JY0002
 JY0002.The ellipsoidal height was determined by GPS observations
 JY0002.and is referenced to NAD 83.
 JY0002
 JY0002.The geoid height was determined by GEOID03.
 JY0002
 JY0002.The dynamic height is computed by dividing the NAVD 88
 JY0002.geopotential number by the normal gravity value computed on the
 JY0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0002.degrees latitude (g = 980.6199 gals.).
 JY0002
 JY0002.The modeled gravity was interpolated from observed gravity values.
 JY0002
 JY0002;                    North         East     Units Scale Factor Converg.
 JY0002;SPC OH S     -   213,653.875   607,369.694   MT  0.99998028   +0 03 16.9
 JY0002;UTM  17      - 4,420,334.635   379,184.257   MT  0.99977969   -0 54 26.8
 JY0002
 JY0002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JY0002!SPC OH S     -   0.99996221  x   0.99998028  =   0.99994249
 JY0002!UTM  17      -   0.99996221  x   0.99977969  =   0.99974191
 JY0002
 JY0002                          SUPERSEDED SURVEY CONTROL
 JY0002
 JY0002  ELLIP H (02/25/99)  240.90   (m)                       GP(       ) 4 2
 JY0002  NAVD 88 (02/25/99)  275.02   (m)          902.3    (f) LEVELING    3  
 JY0002  NGVD 29 (??/??/92)  275.220  (m)          902.95   (f) ADJ UNCH    1 2
 JY0002
 JY0002.Superseded values are not recommended for survey control.
 JY0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0002.See file dsdata.txt to determine how the superseded data were derived.
 JY0002
 JY0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE7918420335(NAD 83)
 JY0002_MARKER: DB = BENCH MARK DISK
 JY0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0002_SP_SET: SMALL CONCRETE DRAIN WALL
 JY0002_STAMPING: J 190 1954
 JY0002_MARK LOGO: CGS   
 JY0002_PROJECTION: FLUSH
 JY0002_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JY0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JY0002+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1998
 JY0002
 JY0002  HISTORY     - Date     Condition        Report By
 JY0002  HISTORY     - 1954     MONUMENTED       CGS
 JY0002  HISTORY     - 19980317 GOOD             GEOMET
 JY0002
 JY0002                          STATION DESCRIPTION
 JY0002
 JY0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0002'0.8 MI NW FROM THORNVILLE.
 JY0002'0.85 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JY0002'THE STATION AND CROSSING OF STATE HIGHWAY 13 AT THORNVILLE, AT
 JY0002'CROSSING OF A SMALL ROAD LEADING TO A GROUP OF HOUSES BETWEEN THE
 JY0002'TRACK AND BUCKEYE LAKE, 10 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL,
 JY0002'9 FEET SOUTHEAST OF CENTER LINE OF ROAD, IN THE TOP AND 2.4
 JY0002'FEET SOUTHWEST OF NORTHEAST END OF AN ANGLE SHAPED HEAD WALL FOR
 JY0002'A 15-INCH PIPE CULVERT UNDER ROAD AND ABOUT LEVEL WITH TRACK.
 JY0002
 JY0002                          STATION RECOVERY (1998)
 JY0002
 JY0002'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 JY0002'THE STATION IS LOCATED IN LICKING TOWNSHIP IN LICKING COUNTY, OHIO
 JY0002'ABOUT 2.0 MILES (3.2 KM) SOUTH OF THE TOWN OF JACKSONTOWN.  TO REACH
 JY0002'THE STATION FROM THE INTERSECTION OF US 40 AND JACKSONTOWN ROAD (SR
 JY0002'13) PROCEED SOUTH ALONG JACKSONTOWN ROAD (SR 13) A DISTANCE OF 2.6
 JY0002'MILES (4.2 KM) TO ITS INTERSECTION WITH LAKE SHORE BOULEVARD.  TURN
 JY0002'RIGHT AND PROCEED WEST ALONG LAKE SHORE BOULEVARD A DISTANCE OF 0.25
 JY0002'MILE (0.40 KM) TO ITS INTERSECTION WITH MOON RIVER LANE.  TURN LEFT
 JY0002'AND PROCEED SOUTHWEST ALONG MOON RIVER LANE A DISTANCE OF 0.1 MILE
 JY0002'(0.2 KM) TO THE STATION ON THE LEFT IN A SMALL CONCRETE DRAIN WALL
 JY0002'ABOUT FOUR INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0082 ***********************************************************************
 JY0082  DESIGNATION -  J 191
 JY0082  PID         -  JY0082
 JY0082  STATE/COUNTY-  OH/MUSKINGUM
 JY0082  USGS QUAD   -  ZANESVILLE WEST (1992)
 JY0082
 JY0082                         *CURRENT SURVEY CONTROL
 JY0082  ___________________________________________________________________
 JY0082* NAD 83(1986)-  39 56 52.     (N)    082 00 35.     (W)     SCALED    
 JY0082* NAVD 88     -       214.854  (meters)     704.90   (feet)  ADJUSTED  
 JY0082  ___________________________________________________________________
 JY0082  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JY0082  DYNAMIC HT  -         214.738 (meters)     704.52  (feet)  COMP
 JY0082  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 JY0082
 JY0082  VERT ORDER  -  FIRST     CLASS II
 JY0082
 JY0082.The horizontal coordinates were scaled from a topographic map and have
 JY0082.an estimated accuracy of +/- 6 seconds.
 JY0082
 JY0082.The orthometric height was determined by differential leveling
 JY0082.and adjusted by the National Geodetic Survey in June 1991..
 JY0082
 JY0082.The geoid height was determined by GEOID03.
 JY0082
 JY0082.The dynamic height is computed by dividing the NAVD 88
 JY0082.geopotential number by the normal gravity value computed on the
 JY0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0082.degrees latitude (g = 980.6199 gals.).
 JY0082
 JY0082.The modeled gravity was interpolated from observed gravity values.
 JY0082
 JY0082;                    North         East    Units  Estimated Accuracy
 JY0082;SPC OH S     -   216,350.      641,900.      MT  (+/- 180 meters Scaled)
 JY0082
 JY0082                          SUPERSEDED SURVEY CONTROL
 JY0082
 JY0082  NGVD 29 (??/??/92)  215.072  (m)          705.62   (f) ADJ UNCH    1 2
 JY0082
 JY0082.Superseded values are not recommended for survey control.
 JY0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0082.See file dsdata.txt to determine how the superseded data were derived.
 JY0082
 JY0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME137224(NAD 83)
 JY0082_MARKER: DB = BENCH MARK DISK
 JY0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0082_SP_SET: FOUNDATION
 JY0082_STAMPING: J 191 1954
 JY0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0082
 JY0082  HISTORY     - Date     Condition        Report By
 JY0082  HISTORY     - 1954     MONUMENTED       CGS
 JY0082  HISTORY     - 1960     GOOD             NGS
 JY0082
 JY0082                          STATION DESCRIPTION
 JY0082
 JY0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JY0082'AT ZANESVILLE.
 JY0082'AT ZANESVILLE, ABOUT 0.5 MILE NORTH ALONG LINDEN AVENUE FROM THE
 JY0082'NORTHWEST END OF Y BRIDGE OVER MUSKINGUM AND LICKING RIVERS, ABOUT
 JY0082'48 YARDS EAST OF CENTER OF JUNCTION OF LINDEN AND MC INTIRE
 JY0082'AVENUE LEADING WEST, JUST SOUTHWEST OF THE NORTHWEST END OF
 JY0082'FIFTH STREET BRIDGE OVER MUSKINGUM RIVER, SET VERTICALLY IN THE
 JY0082'WEST FACE OF CONCRETE FOUNDATION OF NICKLE PLATE RAILROAD STATION,
 JY0082'1 FOOT NORTH OF SOUTHWEST CORNER OF BUILDING AND 3 INCHES ABOVE
 JY0082'CONCRETE WALK.
 JY0082
 JY0082                          STATION RECOVERY (1960)
 JY0082
 JY0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JY0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0800 ***********************************************************************
 JY0800  DESIGNATION -  J 192 RESET
 JY0800  PID         -  JY0800
 JY0800  STATE/COUNTY-  OH/FRANKLIN
 JY0800  USGS QUAD   -  SOUTHEAST COLUMBUS (1994)
 JY0800
 JY0800                         *CURRENT SURVEY CONTROL
 JY0800  ___________________________________________________________________
 JY0800* NAD 83(1986)-  39 57 21.     (N)    082 53 55.     (W)     SCALED    
 JY0800* NAVD 88     -       237.86   (+/-2cm)     780.4    (feet)  VERTCON   
 JY0800  ___________________________________________________________________
 JY0800  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JY0800
 JY0800  VERT ORDER  -  THIRD (See Below)
 JY0800
 JY0800.The horizontal coordinates were scaled from a topographic map and have
 JY0800.an estimated accuracy of +/- 6 seconds.
 JY0800
 JY0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY0800.The vertical order pertains to the NGVD 29 superseded value.
 JY0800
 JY0800.The geoid height was determined by GEOID03.
 JY0800
 JY0800;                    North         East    Units  Estimated Accuracy
 JY0800;SPC OH S     -   217,200.      565,940.      MT  (+/- 180 meters Scaled)
 JY0800
 JY0800                          SUPERSEDED SURVEY CONTROL
 JY0800
 JY0800  NGVD 29 (??/??/??)  238.05   (m)          781.0    (f) RESET       3  
 JY0800
 JY0800.Superseded values are not recommended for survey control.
 JY0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0800.See file dsdata.txt to determine how the superseded data were derived.
 JY0800
 JY0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLE378245(NAD 83)
 JY0800_MARKER: DB = BENCH MARK DISK
 JY0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0800_SP_SET: BRIDGE
 JY0800_STAMPING: J 192 RESET 1968
 JY0800_MARK LOGO: CGS   
 JY0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0800
 JY0800  HISTORY     - Date     Condition        Report By
 JY0800  HISTORY     - 1968     MONUMENTED       CGS
 JY0800  HISTORY     - 1970     GOOD             NGS
 JY0800
 JY0800                          STATION DESCRIPTION
 JY0800
 JY0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JY0800'AT PORT COLUMBUS AIRPORT.
 JY0800'AT COLUMBUS, ALONG EAST MAIN STREET, IN THE EAST PART OF TOWN,
 JY0800'IN WHITEHALL SUB-DIVISION OF TOWN, SET IN THE TOP OF THE BRIDGE
 JY0800'FLOOR OF AN 18-FOOT CONCRETE BRIDGE NO. FRA-40-1895 OVER MASON
 JY0800'RUN AT THE SOUTHEAST CORNER.  MARK IS 4.5 FEET SOUTH OF SOUTH
 JY0800'CURB LINE OF HIGHWAY, 5.2 FEET NORTH OF BRIDGE HEADWALL, 33.0
 JY0800'FEET EAST OF POLE NO. 60C258, 28.0 FEET NORTH OF BUILDING NO.
 JY0800'3717, 108 FEET EAST OF NORTHEAST CORNER OF WHITEHALL BRANCH POST
 JY0800'OFFICE AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1468 ***********************************************************************
 HY1468  DESIGNATION -  J 193
 HY1468  PID         -  HY1468
 HY1468  STATE/COUNTY-  OH/SCIOTO
 HY1468  USGS QUAD   -  FRIENDSHIP (1995)
 HY1468
 HY1468                         *CURRENT SURVEY CONTROL
 HY1468  ___________________________________________________________________
 HY1468* NAD 83(1986)-  38 43 54.     (N)    083 00 31.     (W)     SCALED    
 HY1468* NAVD 88     -       162.458  (meters)     533.00   (feet)  ADJUSTED  
 HY1468  ___________________________________________________________________
 HY1468  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 HY1468  DYNAMIC HT  -         162.356 (meters)     532.66  (feet)  COMP
 HY1468  MODELED GRAV-     979,998.8   (mgal)                       NAVD 88
 HY1468
 HY1468  VERT ORDER  -  FIRST     CLASS II
 HY1468
 HY1468.The horizontal coordinates were scaled from a topographic map and have
 HY1468.an estimated accuracy of +/- 6 seconds.
 HY1468
 HY1468.The orthometric height was determined by differential leveling
 HY1468.and adjusted by the National Geodetic Survey in June 1991..
 HY1468
 HY1468.The geoid height was determined by GEOID03.
 HY1468
 HY1468.The dynamic height is computed by dividing the NAVD 88
 HY1468.geopotential number by the normal gravity value computed on the
 HY1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1468.degrees latitude (g = 980.6199 gals.).
 HY1468
 HY1468.The modeled gravity was interpolated from observed gravity values.
 HY1468
 HY1468;                    North         East    Units  Estimated Accuracy
 HY1468;SPC OH S     -    81,350.      555,780.      MT  (+/- 180 meters Scaled)
 HY1468
 HY1468                          SUPERSEDED SURVEY CONTROL
 HY1468
 HY1468  NGVD 29 (??/??/92)  162.647  (m)          533.62   (f) ADJ UNCH    1 2
 HY1468
 HY1468.Superseded values are not recommended for survey control.
 HY1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1468.See file dsdata.txt to determine how the superseded data were derived.
 HY1468
 HY1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC254889(NAD 83)
 HY1468_MARKER: DB = BENCH MARK DISK
 HY1468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1468_SP_SET: ABUTMENT
 HY1468_STAMPING: J 193 1956
 HY1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HY1468+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 HY1468
 HY1468  HISTORY     - Date     Condition        Report By
 HY1468  HISTORY     - 1956     MONUMENTED       CGS
 HY1468  HISTORY     - 20040221 GOOD             GEOCAC
 HY1468
 HY1468                          STATION DESCRIPTION
 HY1468
 HY1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HY1468'AT PORTSMOUTH.
 HY1468'AT PORTSMOUTH, ABOUT 0.6 MILE WEST ALONG SECOND STREET (U.S.
 HY1468'HIGHWAY 52) FROM THE CITY HALL, AT THE CROSSING OF HIGHWAY AND
 HY1468'FLOODWALL, 12 FEET SOUTH OF SOUTH CURB OF HIGHWAY, SET VERTICALLY
 HY1468'2.8 FEET ABOVE GROUND IN THE WEST FACE OF THE SOUTH CONCRETE
 HY1468'ABUTMENT OF FLOOD WALL GATE AND 2 1/2 FEET ABOVE LEVEL OF SIDE
 HY1468'WALK.
 HY1468
 HY1468                          STATION RECOVERY (2004)
 HY1468
 HY1468'RECOVERY NOTE BY GEOCACHING 2004 (GPL)
 HY1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0189 ***********************************************************************
 JY0189  DESIGNATION -  J 198 RESET
 JY0189  PID         -  JY0189
 JY0189  STATE/COUNTY-  OH/VINTON
 JY0189  USGS QUAD   -  MC ARTHUR (1995)
 JY0189
 JY0189                         *CURRENT SURVEY CONTROL
 JY0189  ___________________________________________________________________
 JY0189* NAD 83(1986)-  39 07 43.     (N)    082 22 47.     (W)     SCALED    
 JY0189* NAVD 88     -       206.19   (+/-2cm)     676.5    (feet)  VERTCON   
 JY0189  ___________________________________________________________________
 JY0189  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 JY0189
 JY0189  VERT ORDER  -  THIRD (See Below)
 JY0189
 JY0189.The horizontal coordinates were scaled from a topographic map and have
 JY0189.an estimated accuracy of +/- 6 seconds.
 JY0189
 JY0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 JY0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JY0189.The vertical order pertains to the NGVD 29 superseded value.
 JY0189
 JY0189.The geoid height was determined by GEOID03.
 JY0189
 JY0189;                    North         East    Units  Estimated Accuracy
 JY0189;SPC OH S     -   125,300.      610,400.      MT  (+/- 180 meters Scaled)
 JY0189
 JY0189                          SUPERSEDED SURVEY CONTROL
 JY0189
 JY0189  NGVD 29 (??/??/??)  206.37   (m)          677.1    (f) RESET       3  
 JY0189
 JY0189.Superseded values are not recommended for survey control.
 JY0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0189.See file dsdata.txt to determine how the superseded data were derived.
 JY0189
 JY0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD807319(NAD 83)
 JY0189_MARKER: DB = BENCH MARK DISK
 JY0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0189_SP_SET: BRIDGE
 JY0189_STAMPING: J 198 RESET 1968
 JY0189_MARK LOGO: CGS   
 JY0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0189
 JY0189  HISTORY     - Date     Condition        Report By
 JY0189  HISTORY     - 1968     MONUMENTED       CGS
 JY0189
 JY0189                          STATION DESCRIPTION
 JY0189
 JY0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JY0189'0.6 MI W FROM RADCLIFF.
 JY0189'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY ROUTE 346 FROM
 JY0189'INTERSECTION OF STATE ROUTE 160 AT RADCLIFFE, IN TOP OF SOUTHWEST
 JY0189'WING WALL OF BRIDGE NO. VIN. 0261 WEST-BOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0638 ***********************************************************************
 JY0638  DESIGNATION -  J 199
 JY0638  PID         -  JY0638
 JY0638  STATE/COUNTY-  OH/JACKSON
 JY0638  USGS QUAD   -  WELLSTON (1995)
 JY0638
 JY0638                         *CURRENT SURVEY CONTROL
 JY0638  ___________________________________________________________________
 JY0638* NAD 83(1986)-  39 04 21.     (N)    082 34 17.     (W)     SCALED    
 JY0638* NAVD 88     -       235.700  (meters)     773.29   (feet)  ADJUSTED  
 JY0638  ___________________________________________________________________
 JY0638  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JY0638  DYNAMIC HT  -         235.552 (meters)     772.81  (feet)  COMP
 JY0638  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 JY0638
 JY0638  VERT ORDER  -  SECOND    CLASS 0
 JY0638
 JY0638.The horizontal coordinates were scaled from a topographic map and have
 JY0638.an estimated accuracy of +/- 6 seconds.
 JY0638
 JY0638.The orthometric height was determined by differential leveling
 JY0638.and adjusted by the National Geodetic Survey in June 1991..
 JY0638
 JY0638.The geoid height was determined by GEOID03.
 JY0638
 JY0638.The dynamic height is computed by dividing the NAVD 88
 JY0638.geopotential number by the normal gravity value computed on the
 JY0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0638.degrees latitude (g = 980.6199 gals.).
 JY0638
 JY0638.The modeled gravity was interpolated from observed gravity values.
 JY0638
 JY0638;                    North         East    Units  Estimated Accuracy
 JY0638;SPC OH S     -   119,060.      593,820.      MT  (+/- 180 meters Scaled)
 JY0638
 JY0638                          SUPERSEDED SURVEY CONTROL
 JY0638
 JY0638  NGVD 29 (??/??/92)  235.873  (m)          773.86   (f) ADJ UNCH    2 0
 JY0638
 JY0638.Superseded values are not recommended for survey control.
 JY0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0638.See file dsdata.txt to determine how the superseded data were derived.
 JY0638
 JY0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD640259(NAD 83)
 JY0638_MARKER: DB = BENCH MARK DISK
 JY0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0638_SP_SET: BRIDGE
 JY0638_STAMPING: J 199 1958
 JY0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0638
 JY0638  HISTORY     - Date     Condition        Report By
 JY0638  HISTORY     - 1958     MONUMENTED       CGS
 JY0638  HISTORY     - 1976     GOOD             NGS
 JY0638
 JY0638                          STATION DESCRIPTION
 JY0638
 JY0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0638'1.8 MI W FROM ROADS.
 JY0638'ABOUT 1.85 MILES WEST ALONG STATE HIGHWAY 124 FROM ITS CROSSING
 JY0638'OF STATE HIGHWAY 327 AT ROADS, ABOUT 0.2 MILES WEST OF FAIRGREEN
 JY0638'COUNTRY CLUB, SET IN THE TOP OF NORTHEAST WINGWALL OF A 6-FOOT
 JY0638'CONCRETE BRIDGE, 14 1/2 FEET NORTH OF CENTER LINE OF THE HIGHWAY,
 JY0638'1/2 FOOT NORTH OF NORTH FACE OF BANISTER, ABOUT LEVEL WITH THE
 JY0638'HIGHWAY.
 JY0638
 JY0638                          STATION RECOVERY (1976)
 JY0638
 JY0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 LA0188 ***********************************************************************
 LA0188  DESIGNATION -  J 2 X
 LA0188  PID         -  LA0188
 LA0188  STATE/COUNTY-  OH/MIAMI
 LA0188  USGS QUAD   -  PIQUA EAST (1984)
 LA0188
 LA0188                         *CURRENT SURVEY CONTROL
 LA0188  ___________________________________________________________________
 LA0188* NAD 83(1986)-  40 10 56.     (N)    084 12 51.     (W)     SCALED    
 LA0188* NAVD 88     -       285.650  (meters)     937.17   (feet)  ADJUSTED  
 LA0188  ___________________________________________________________________
 LA0188  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LA0188  DYNAMIC HT  -         285.507 (meters)     936.70  (feet)  COMP
 LA0188  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 LA0188
 LA0188  VERT ORDER  -  FIRST     CLASS II
 LA0188
 LA0188.The horizontal coordinates were scaled from a topographic map and have
 LA0188.an estimated accuracy of +/- 6 seconds.
 LA0188
 LA0188.The orthometric height was determined by differential leveling
 LA0188.and adjusted by the National Geodetic Survey in June 1991..
 LA0188
 LA0188.The geoid height was determined by GEOID03.
 LA0188
 LA0188.The dynamic height is computed by dividing the NAVD 88
 LA0188.geopotential number by the normal gravity value computed on the
 LA0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LA0188.degrees latitude (g = 980.6199 gals.).
 LA0188
 LA0188.The modeled gravity was interpolated from observed gravity values.
 LA0188
 LA0188;                    North         East    Units  Estimated Accuracy
 LA0188;SPC OH S     -   243,650.      454,020.      MT  (+/- 180 meters Scaled)
 LA0188
 LA0188                          SUPERSEDED SURVEY CONTROL
 LA0188
 LA0188  NGVD 29 (??/??/92)  285.839  (m)          937.79   (f) ADJ UNCH    1 2
 LA0188
 LA0188.Superseded values are not recommended for survey control.
 LA0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LA0188.See file dsdata.txt to determine how the superseded data were derived.
 LA0188
 LA0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGK371517(NAD 83)
 LA0188_MARKER: DB = BENCH MARK DISK
 LA0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LA0188_SP_SET: ABUTMENT
 LA0188_STAMPING: J 2 X 1935
 LA0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LA0188
 LA0188  HISTORY     - Date     Condition        Report By
 LA0188  HISTORY     - 1935     MONUMENTED       CGS
 LA0188  HISTORY     - 1954     GOOD             NGS
 LA0188  HISTORY     - 1979     MARK NOT FOUND   DOD
 LA0188  HISTORY     - 19930621 MARK NOT FOUND   NGS
 LA0188
 LA0188                          STATION DESCRIPTION
 LA0188
 LA0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LA0188'2.6 MI N FROM PIQUA.
 LA0188'ABOUT 2.6 MILES ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 LA0188'STATION AT PIQUA, AT MILE POST C 90- T 112, IN THE TOP OF THE
 LA0188'WEST END OF THE NORTH CONCRETE ABUTMENT OF RAILROAD BRIDGE NO.
 LA0188'900 OVER RUSH CREEK, ABOUT 0.15 MILE NORTH OF CROSSING OF
 LA0188'SNODGRASS ROAD, 6 1/2 FEET WEST OF WEST RAIL AND ABOUT 1 1/2
 LA0188'FEET BELOW LEVEL OF TRACK.
 LA0188
 LA0188                          STATION RECOVERY (1979)
 LA0188
 LA0188'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 LA0188'MARK NOT FOUND.
 LA0188
 LA0188                          STATION RECOVERY (1993)
 LA0188
 LA0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LA0188'THE DRILL HOLE WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0406 ***********************************************************************
 MC0406  DESIGNATION -  J 20
 MC0406  PID         -  MC0406
 MC0406  STATE/COUNTY-  OH/SANDUSKY
 MC0406  USGS QUAD   -  FREMONT WEST (1980)
 MC0406
 MC0406                         *CURRENT SURVEY CONTROL
 MC0406  ___________________________________________________________________
 MC0406* NAD 83(1986)-  41 19 41.     (N)    083 09 32.     (W)     SCALED    
 MC0406* NAVD 88     -       199.357  (meters)     654.06   (feet)  POSTED    
 MC0406  ___________________________________________________________________
 MC0406  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 MC0406  DYNAMIC HT  -         199.270 (meters)     653.77  (feet)  COMP
 MC0406  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 MC0406
 MC0406  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MC0406
 MC0406.The horizontal coordinates were scaled from a topographic map and have
 MC0406.an estimated accuracy of +/- 6 seconds.
 MC0406
 MC0406.The orthometric height was determined by differential leveling
 MC0406.and adjusted by the National Geodetic Survey in 1992..
 MC0406.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MC0406.rate of 2.1 thru 3.0 mm/km.
 MC0406
 MC0406.The geoid height was determined by GEOID03.
 MC0406
 MC0406.The dynamic height is computed by dividing the NAVD 88
 MC0406.geopotential number by the normal gravity value computed on the
 MC0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0406.degrees latitude (g = 980.6199 gals.).
 MC0406
 MC0406.The modeled gravity was interpolated from observed gravity values.
 MC0406
 MC0406;                    North         East    Units  Estimated Accuracy
 MC0406;SPC OH N     -   184,700.      544,840.      MT  (+/- 180 meters Scaled)
 MC0406
 MC0406                          SUPERSEDED SURVEY CONTROL
 MC0406
 MC0406  NGVD 29 (??/??/92)  199.620  (m)          654.92   (f) ADJ UNCH    2 0
 MC0406
 MC0406.Superseded values are not recommended for survey control.
 MC0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0406.See file dsdata.txt to determine how the superseded data were derived.
 MC0406
 MC0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF193774(NAD 83)
 MC0406_MARKER: DB = BENCH MARK DISK
 MC0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0406_STAMPING: J 20 1934
 MC0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0406+STABILITY: SURFACE MOTION
 MC0406
 MC0406  HISTORY     - Date     Condition        Report By
 MC0406  HISTORY     - 1934     MONUMENTED       CGS
 MC0406
 MC0406                          STATION DESCRIPTION
 MC0406
 MC0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0406'2.2 MI SW FROM FREMONT.
 MC0406'2.2 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 MC0406'RAILROAD FROM THE STATION AT FREMONT, SANDUSKY COUNTY, 36 FEET
 MC0406'NORTHEAST OF THE NORTHEAST EDGE OF THE PAVEMENT OF STATE HIGHWAY
 MC0406'12, 30 FEET NORTH OF THE NORTH RAIL, 3 FEET SOUTH OF A WIRE
 MC0406'FENCE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 MC0406'STAMPED J 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY2561 ***********************************************************************
 HY2561  DESIGNATION -  J 200 RESET
 HY2561  PID         -  HY2561
 HY2561  STATE/COUNTY-  OH/GALLIA
 HY2561  USGS QUAD   -  RODNEY (1983)
 HY2561
 HY2561                         *CURRENT SURVEY CONTROL
 HY2561  ___________________________________________________________________
 HY2561* NAD 83(1986)-  38 51 37.     (N)    082 20 36.     (W)     SCALED    
 HY2561* NAVD 88     -       183.51   (+/-2cm)     602.1    (feet)  VERTCON   
 HY2561  ___________________________________________________________________
 HY2561  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 HY2561
 HY2561  VERT ORDER  -  THIRD (See Below)
 HY2561
 HY2561.The horizontal coordinates were scaled from a topographic map and have
 HY2561.an estimated accuracy of +/- 6 seconds.
 HY2561
 HY2561.The NAVD 88 height was computed by applying the VERTCON shift value to
 HY2561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HY2561.The vertical order pertains to the NGVD 29 superseded value.
 HY2561
 HY2561.The geoid height was determined by GEOID03.
 HY2561
 HY2561;                    North         East    Units  Estimated Accuracy
 HY2561;SPC OH S     -    95,520.      613,600.      MT  (+/- 180 meters Scaled)
 HY2561
 HY2561                          SUPERSEDED SURVEY CONTROL
 HY2561
 HY2561  NGVD 29 (10/13/05)  183.71   (m)          602.7    (f) RESET       3  
 HY2561
 HY2561.Superseded values are not recommended for survey control.
 HY2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY2561.See file dsdata.txt to determine how the superseded data were derived.
 HY2561
 HY2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD834021(NAD 83)
 HY2561_MARKER: DV = VERTICAL CONTROL DISK
 HY2561_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HY2561_SP_SET: BRIDGE ABUTMENT
 HY2561_STAMPING: J 200 RESET 1992
 HY2561_MARK LOGO: NGS   
 HY2561_MAGNETIC: N = NO MAGNETIC MATERIAL
 HY2561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY2561
 HY2561  HISTORY     - Date     Condition        Report By
 HY2561  HISTORY     - 1992     MONUMENTED       OHDT
 HY2561
 HY2561                          STATION DESCRIPTION
 HY2561
 HY2561'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1992
 HY2561'ABOUT 2.5 MILES (4.0 KM) SOUTHEAST ALONG OLD US HIGHWAY 35 FROM THE
 HY2561'CALVARY BAPTIST CHURCH IN RIO GRANDE, IN SEC 36, R16W, T7N, ABOUT
 HY2561'1.15 MILES (1.85 KM) SOUTHEAST OF BRIDGE OVER RACOON CREEK IN BOB
 HY2561'EVANS CANOE LIVERY, ABOUT 2.25 MILES (3.62 KM) NORTHWEST OF JUNCTION
 HY2561'OF STATE ROUTE 850 IN RODNEY, SET IN TOP OF SOUTH END OF EAST
 HY2561'ABUTMENT OF BRIDGE NO. 06.85, 20 FEET (6.1 M) SOUTH OF CENTERLINE,
 HY2561'ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0301 ***********************************************************************
 JY0301  DESIGNATION -  J 201
 JY0301  PID         -  JY0301
 JY0301  STATE/COUNTY-  OH/JACKSON
 JY0301  USGS QUAD   -  MULGA (1995)
 JY0301
 JY0301                         *CURRENT SURVEY CONTROL
 JY0301  ___________________________________________________________________
 JY0301* NAD 83(1986)-  39 05 35.     (N)    082 25 57.     (W)     SCALED    
 JY0301* NAVD 88     -       240.488  (meters)     789.00   (feet)  ADJUSTED  
 JY0301  ___________________________________________________________________
 JY0301  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JY0301  DYNAMIC HT  -         240.338 (meters)     788.51  (feet)  COMP
 JY0301  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 JY0301
 JY0301  VERT ORDER  -  SECOND    CLASS 0
 JY0301
 JY0301.The horizontal coordinates were scaled from a topographic map and have
 JY0301.an estimated accuracy of +/- 6 seconds.
 JY0301
 JY0301.The orthometric height was determined by differential leveling
 JY0301.and adjusted by the National Geodetic Survey in June 1991..
 JY0301
 JY0301.The geoid height was determined by GEOID03.
 JY0301
 JY0301.The dynamic height is computed by dividing the NAVD 88
 JY0301.geopotential number by the normal gravity value computed on the
 JY0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0301.degrees latitude (g = 980.6199 gals.).
 JY0301
 JY0301.The modeled gravity was interpolated from observed gravity values.
 JY0301
 JY0301;                    North         East    Units  Estimated Accuracy
 JY0301;SPC OH S     -   121,350.      605,840.      MT  (+/- 180 meters Scaled)
 JY0301
 JY0301                          SUPERSEDED SURVEY CONTROL
 JY0301
 JY0301  NGVD 29 (??/??/92)  240.669  (m)          789.59   (f) ADJ UNCH    2 0
 JY0301
 JY0301.Superseded values are not recommended for survey control.
 JY0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0301.See file dsdata.txt to determine how the superseded data were derived.
 JY0301
 JY0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD761280(NAD 83)
 JY0301_MARKER: DB = BENCH MARK DISK
 JY0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0301_SP_SET: CULVERT
 JY0301_STAMPING: J 201 1958
 JY0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0301
 JY0301  HISTORY     - Date     Condition        Report By
 JY0301  HISTORY     - 1958     MONUMENTED       CGS
 JY0301
 JY0301                          STATION DESCRIPTION
 JY0301
 JY0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0301'2.4 MI W FROM CLARION.
 JY0301'ABOUT 2.35 MILES WEST ALONG STATE HIGHWAY 124 FROM ITS CROSSING
 JY0301'OF THE CHESAPEAKE AND OHIO RAILWAY AT CLARION, IN SECTION 13,
 JY0301'T 9N, R 17W, ABOUT 0.2 MILE WEST OF THE JACKSON-VINTON COUNTY LINE,
 JY0301'ABOUT 0.05 MILE EAST OF UNCLE JOES CHAPEL, NEAR THE WEST END OF A
 JY0301'ROADSIDE PARK, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A 10-FOOT
 JY0301'CONCRETE BOX CULVERT, 16 FEET SOUTH OF THE CENTER LINE OF THE
 JY0301'HIGHWAY, 19 1/2 FEET EAST OF THE CENTER LINE OF A DRIVE TO A HOUSE,
 JY0301'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0409 ***********************************************************************
 HY0409  DESIGNATION -  J 202
 HY0409  PID         -  HY0409
 HY0409  STATE/COUNTY-  OH/GALLIA
 HY0409  USGS QUAD   -  RODNEY (1983)
 HY0409
 HY0409                         *CURRENT SURVEY CONTROL
 HY0409  ___________________________________________________________________
 HY0409* NAD 83(1986)-  38 48 42.     (N)    082 19 14.     (W)     SCALED    
 HY0409* NAVD 88     -       207.371  (meters)     680.35   (feet)  ADJUSTED  
 HY0409  ___________________________________________________________________
 HY0409  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 HY0409  DYNAMIC HT  -         207.238 (meters)     679.91  (feet)  COMP
 HY0409  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 HY0409
 HY0409  VERT ORDER  -  SECOND    CLASS 0
 HY0409
 HY0409.The horizontal coordinates were scaled from a topographic map and have
 HY0409.an estimated accuracy of +/- 6 seconds.
 HY0409
 HY0409.The orthometric height was determined by differential leveling
 HY0409.and adjusted by the National Geodetic Survey in June 1991..
 HY0409
 HY0409.The geoid height was determined by GEOID03.
 HY0409
 HY0409.The dynamic height is computed by dividing the NAVD 88
 HY0409.geopotential number by the normal gravity value computed on the
 HY0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0409.degrees latitude (g = 980.6199 gals.).
 HY0409
 HY0409.The modeled gravity was interpolated from observed gravity values.
 HY0409
 HY0409;                    North         East    Units  Estimated Accuracy
 HY0409;SPC OH S     -    90,120.      615,590.      MT  (+/- 180 meters Scaled)
 HY0409
 HY0409                          SUPERSEDED SURVEY CONTROL
 HY0409
 HY0409  NGVD 29 (??/??/92)  207.559  (m)          680.97   (f) ADJ UNCH    2 0
 HY0409
 HY0409.Superseded values are not recommended for survey control.
 HY0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0409.See file dsdata.txt to determine how the superseded data were derived.
 HY0409
 HY0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC853967(NAD 83)
 HY0409_MARKER: DB = BENCH MARK DISK
 HY0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0409_SP_SET: CULVERT
 HY0409_STAMPING: J 202 1958
 HY0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0409
 HY0409  HISTORY     - Date     Condition        Report By
 HY0409  HISTORY     - 1958     MONUMENTED       CGS
 HY0409  HISTORY     - 1976     GOOD             NGS
 HY0409
 HY0409                          STATION DESCRIPTION
 HY0409
 HY0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0409'5.2 MI NE FROM PATRIOT.
 HY0409'ABOUT 1.5 MILES EAST ALONG A BLACKTOP ROAD FROM THE POST OFFICE
 HY0409'AT PATRIOT, THENCE 3.25 MILES NORTHEAST ALONG STATE HIGHWAY 775,
 HY0409'THENCE 0.4 MILE NORTHWEST ALONG STATE HIGHWAY 141, IN SECTION
 HY0409'28, T 5N, R 15W, ABOUT 0.2 MILE EAST OF JUNCTION OF ROAD
 HY0409'NORTH, ABOUT 0.4 MILE NORTHWEST ALONG HIGHWAY 141 FROM ITS
 HY0409'JUNCTION WITH HIGHWAY 775, SET IN THE TOP OF THE WEST WALL OF A
 HY0409'RIGHT ANGLE HEADWALL OF A 18-INCH PIPE CULVERT UNDER THE HIGHWAY,
 HY0409'17 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF
 HY0409'THE HEADWALL, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THE
 HY0409'MARK MAY BE REACHED FROM RODNEY, GALLIA COUNTY, BY GOING WEST
 HY0409'ALONG BLACKTOP ROAD FOR 0.15 MILE FROM THE METHODIST CHURCH,
 HY0409'THENCE 3.2 MILES SOUTH ALONG GRAVEL ROAD, THENCE 0.2 MILES
 HY0409'SOUTHEAST ALONG STATE HIGHWAY 141.
 HY0409
 HY0409                          STATION RECOVERY (1976)
 HY0409
 HY0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0109 ***********************************************************************
 HY0109  DESIGNATION -  J 204
 HY0109  PID         -  HY0109
 HY0109  STATE/COUNTY-  OH/LAWRENCE
 HY0109  USGS QUAD   -  WATERLOO (1988)
 HY0109
 HY0109                         *CURRENT SURVEY CONTROL
 HY0109  ___________________________________________________________________
 HY0109* NAD 83(1986)-  38 39 56.     (N)    082 23 43.     (W)     SCALED    
 HY0109* NAVD 88     -       293.955  (meters)     964.42   (feet)  ADJUSTED  
 HY0109  ___________________________________________________________________
 HY0109  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY0109  DYNAMIC HT  -         293.763 (meters)     963.79  (feet)  COMP
 HY0109  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 HY0109
 HY0109  VERT ORDER  -  SECOND    CLASS 0
 HY0109
 HY0109.The horizontal coordinates were scaled from a topographic map and have
 HY0109.an estimated accuracy of +/- 6 seconds.
 HY0109
 HY0109.The orthometric height was determined by differential leveling
 HY0109.and adjusted by the National Geodetic Survey in June 1991..
 HY0109
 HY0109.The geoid height was determined by GEOID03.
 HY0109
 HY0109.The dynamic height is computed by dividing the NAVD 88
 HY0109.geopotential number by the normal gravity value computed on the
 HY0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0109.degrees latitude (g = 980.6199 gals.).
 HY0109
 HY0109.The modeled gravity was interpolated from observed gravity values.
 HY0109
 HY0109;                    North         East    Units  Estimated Accuracy
 HY0109;SPC OH S     -    73,890.      609,110.      MT  (+/- 180 meters Scaled)
 HY0109
 HY0109                          SUPERSEDED SURVEY CONTROL
 HY0109
 HY0109  NGVD 29 (??/??/92)  294.137  (m)          965.01   (f) ADJ UNCH    2 0
 HY0109
 HY0109.Superseded values are not recommended for survey control.
 HY0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0109.See file dsdata.txt to determine how the superseded data were derived.
 HY0109
 HY0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC786805(NAD 83)
 HY0109_MARKER: DB = BENCH MARK DISK
 HY0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY0109_STAMPING: J 204 1958
 HY0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0109+STABILITY: SURFACE MOTION
 HY0109
 HY0109  HISTORY     - Date     Condition        Report By
 HY0109  HISTORY     - 1958     MONUMENTED       CGS
 HY0109
 HY0109                          STATION DESCRIPTION
 HY0109
 HY0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0109'1.3 MI SW FROM LECTA.
 HY0109'ABOUT 1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 775 FROM ITS
 HY0109'JUNCTION WITH STATE HIGHWAY 790 AT LECTA, IN SECTION 2, T 3N,
 HY0109'R 16W, ABOUT 125 YARDS WEST OF THE WEST END OF A CURVE AND THE
 HY0109'EAST END OF COAL DIGGINGS, ABOUT 0.1 MILE WEST OF A ONE-STORY
 HY0109'RED IMITATION BRICK SIDING FARM HOUSE, ABOUT 156 YARDS WEST OF
 HY0109'THE WEST END OF A BARN, 15 FEET SOUTH OF THE CENTER LINE OF THE
 HY0109'HIGHWAY, 1 FOOT NORTH OF A WIRE FENCE, 33 FEET WEST OF THE
 HY0109'CENTER OF A FIELD GATE, 251 FEET WEST OF POWER AND TELEPHONE
 HY0109'POLE NUMBER 18 FROM WHICH THE LINES CROSS THE HIGHWAY, ABOUT
 HY0109'0.2 MILE EAST OF A TWO-STORY FARM HOUSE NORTH OF THE HIGHWAY
 HY0109'AND A BARN SOUTH OF THE HIGHWAY, 2 FEET EAST OF A CONCRETE
 HY0109'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET
 HY0109'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0201 ***********************************************************************
 HY0201  DESIGNATION -  J 205
 HY0201  PID         -  HY0201
 HY0201  STATE/COUNTY-  OH/LAWRENCE
 HY0201  USGS QUAD   -  ATHALIA (1985)
 HY0201
 HY0201                         *CURRENT SURVEY CONTROL
 HY0201  ___________________________________________________________________
 HY0201* NAD 83(1986)-  38 33 24.     (N)    082 22 09.     (W)     SCALED    
 HY0201* NAVD 88     -       186.110  (meters)     610.60   (feet)  ADJUSTED  
 HY0201  ___________________________________________________________________
 HY0201  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 HY0201  DYNAMIC HT  -         185.988 (meters)     610.20  (feet)  COMP
 HY0201  MODELED GRAV-     979,967.7   (mgal)                       NAVD 88
 HY0201
 HY0201  VERT ORDER  -  SECOND    CLASS 0
 HY0201
 HY0201.The horizontal coordinates were scaled from a topographic map and have
 HY0201.an estimated accuracy of +/- 6 seconds.
 HY0201
 HY0201.The orthometric height was determined by differential leveling
 HY0201.and adjusted by the National Geodetic Survey in June 1991..
 HY0201
 HY0201.The geoid height was determined by GEOID03.
 HY0201
 HY0201.The dynamic height is computed by dividing the NAVD 88
 HY0201.geopotential number by the normal gravity value computed on the
 HY0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0201.degrees latitude (g = 980.6199 gals.).
 HY0201
 HY0201.The modeled gravity was interpolated from observed gravity values.
 HY0201
 HY0201;                    North         East    Units  Estimated Accuracy
 HY0201;SPC OH S     -    61,810.      611,400.      MT  (+/- 180 meters Scaled)
 HY0201
 HY0201                          SUPERSEDED SURVEY CONTROL
 HY0201
 HY0201  NGVD 29 (??/??/92)  186.292  (m)          611.19   (f) ADJ UNCH    2 0
 HY0201
 HY0201.Superseded values are not recommended for survey control.
 HY0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0201.See file dsdata.txt to determine how the superseded data were derived.
 HY0201
 HY0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC807684(NAD 83)
 HY0201_MARKER: DB = BENCH MARK DISK
 HY0201_SETTING: 80 = SET IN A BOULDER
 HY0201_SP_SET: BOULDER
 HY0201_STAMPING: J 205 1958
 HY0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY0201+STABILITY: SURFACE MOTION
 HY0201
 HY0201  HISTORY     - Date     Condition        Report By
 HY0201  HISTORY     - 1958     MONUMENTED       CGS
 HY0201  HISTORY     - 1976     GOOD             NGS
 HY0201
 HY0201                          STATION DESCRIPTION
 HY0201
 HY0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0201'0.9 MI W FROM PLATFORM.
 HY0201'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 217 FROM ITS JUNCTION
 HY0201'WITH STATE HIGHWAY 218 AT PLATFORM, IN SECTION 13, T 2N, R 16W,
 HY0201'SET IN THE TOP OF A 5 FOOT BY 15 FOOT AND 1/2 FOOT HIGH EXPOSED
 HY0201'PART OF A LARGE BURIED BOULDER, 1 1/2 FOOT SOUTH OF THE NORTH END
 HY0201'OF THE BOULDER, 284 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HY0201'10 FEET WEST OF THE CENTER LINE OF A SMALL DIRT ROAD, 1.8 FEET
 HY0201'WEST OF A WIRE FENCE, ABOUT 120 YARDS NORTHWEST OF A NARROW
 HY0201'SMALL CONCRETE BRIDGE OVER CHARLIE CREEK, ABOUT 3 1/2 FEET ABOVE
 HY0201'THE LEVEL OF THE SMALL DIRT ROAD AND ABOUT 9 FEET ABOVE THE LEVEL
 HY0201'OF THE HIGHWAY.
 HY0201
 HY0201                          STATION RECOVERY (1976)
 HY0201
 HY0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0335 ***********************************************************************
 HY0335  DESIGNATION -  J 206
 HY0335  PID         -  HY0335
 HY0335  STATE/COUNTY-  OH/GALLIA
 HY0335  USGS QUAD   -  ADDISON (1989)
 HY0335
 HY0335                         *CURRENT SURVEY CONTROL
 HY0335  ___________________________________________________________________
 HY0335* NAD 83(1986)-  38 57 02.     (N)    082 10 31.     (W)     SCALED    
 HY0335* NAVD 88     -       190.831  (meters)     626.08   (feet)  ADJUSTED  
 HY0335  ___________________________________________________________________
 HY0335  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 HY0335  DYNAMIC HT  -         190.711 (meters)     625.69  (feet)  COMP
 HY0335  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 HY0335
 HY0335  VERT ORDER  -  SECOND    CLASS 0
 HY0335
 HY0335.The horizontal coordinates were scaled from a topographic map and have
 HY0335.an estimated accuracy of +/- 6 seconds.
 HY0335
 HY0335.The orthometric height was determined by differential leveling
 HY0335.and adjusted by the National Geodetic Survey in June 1991..
 HY0335
 HY0335.The geoid height was determined by GEOID03.
 HY0335
 HY0335.The dynamic height is computed by dividing the NAVD 88
 HY0335.geopotential number by the normal gravity value computed on the
 HY0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0335.degrees latitude (g = 980.6199 gals.).
 HY0335
 HY0335.The modeled gravity was interpolated from observed gravity values.
 HY0335
 HY0335;                    North         East    Units  Estimated Accuracy
 HY0335;SPC OH S     -   105,580.      628,150.      MT  (+/- 180 meters Scaled)
 HY0335
 HY0335                          SUPERSEDED SURVEY CONTROL
 HY0335
 HY0335  NGVD 29 (??/??/92)  191.016  (m)          626.69   (f) ADJ UNCH    2 0
 HY0335
 HY0335.Superseded values are not recommended for survey control.
 HY0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0335.See file dsdata.txt to determine how the superseded data were derived.
 HY0335
 HY0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD981119(NAD 83)
 HY0335_MARKER: DB = BENCH MARK DISK
 HY0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY0335_SP_SET: ABUTMENT
 HY0335_STAMPING: J 206 1958
 HY0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY0335
 HY0335  HISTORY     - Date     Condition        Report By
 HY0335  HISTORY     - 1958     MONUMENTED       CGS
 HY0335  HISTORY     - 1976     GOOD             NGS
 HY0335
 HY0335                          STATION DESCRIPTION
 HY0335
 HY0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0335'5.6 MI E FROM ENO.
 HY0335'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 554 FROM THE JUNCTION
 HY0335'OF VINTON-ENO ROAD AT ENO, THENCE ABOUT 1.8 MILES SOUTHEAST
 HY0335'ALONG AFRICA ROAD, THENCE ABOUT 0.2 MILE EAST ALONG A GRAVEL ROAD,
 HY0335'THENCE 1.2 MILES SOUTH ALONG LITTLE KYGER ROAD, IN Y AT JUNCTION
 HY0335'OF A GRAVEL ROAD LEADING WEST AND UPHILL, IN THE TOP OF SOUTH WING
 HY0335'WALL OF SOUTHEAST ABUTMENT OF A 9-FOOT CONCRETE BRIDGE OVER LITTLE
 HY0335'KYGER CREEK, 14 FEET SOUTHWEST OF CENTER LINE OF ROAD, 41 1/2 FEET
 HY0335'NORTH OF CENTER LINE OF ROAD WEST AND ABOUT LEVEL WITH ROAD.
 HY0335
 HY0335                          STATION RECOVERY (1976)
 HY0335
 HY0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0395 ***********************************************************************
 JY0395  DESIGNATION -  J 207
 JY0395  PID         -  JY0395
 JY0395  STATE/COUNTY-  OH/MEIGS
 JY0395  USGS QUAD   -  RUTLAND (1995)
 JY0395
 JY0395                         *CURRENT SURVEY CONTROL
 JY0395  ___________________________________________________________________
 JY0395* NAD 83(1986)-  39 01 04.     (N)    082 12 40.     (W)     SCALED    
 JY0395* NAVD 88     -       210.698  (meters)     691.26   (feet)  ADJUSTED  
 JY0395  ___________________________________________________________________
 JY0395  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JY0395  DYNAMIC HT  -         210.566 (meters)     690.83  (feet)  COMP
 JY0395  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 JY0395
 JY0395  VERT ORDER  -  SECOND    CLASS 0
 JY0395
 JY0395.The horizontal coordinates were scaled from a topographic map and have
 JY0395.an estimated accuracy of +/- 6 seconds.
 JY0395
 JY0395.The orthometric height was determined by differential leveling
 JY0395.and adjusted by the National Geodetic Survey in June 1991..
 JY0395
 JY0395.The geoid height was determined by GEOID03.
 JY0395
 JY0395.The dynamic height is computed by dividing the NAVD 88
 JY0395.geopotential number by the normal gravity value computed on the
 JY0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0395.degrees latitude (g = 980.6199 gals.).
 JY0395
 JY0395.The modeled gravity was interpolated from observed gravity values.
 JY0395
 JY0395;                    North         East    Units  Estimated Accuracy
 JY0395;SPC OH S     -   113,030.      625,020.      MT  (+/- 180 meters Scaled)
 JY0395
 JY0395                          SUPERSEDED SURVEY CONTROL
 JY0395
 JY0395  NGVD 29 (??/??/92)  210.884  (m)          691.88   (f) ADJ UNCH    2 0
 JY0395
 JY0395.Superseded values are not recommended for survey control.
 JY0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0395.See file dsdata.txt to determine how the superseded data were derived.
 JY0395
 JY0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD951194(NAD 83)
 JY0395_MARKER: DB = BENCH MARK DISK
 JY0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JY0395_SP_SET: CULVERT
 JY0395_STAMPING: J 207 1958
 JY0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JY0395
 JY0395  HISTORY     - Date     Condition        Report By
 JY0395  HISTORY     - 1958     MONUMENTED       CGS
 JY0395
 JY0395                          STATION DESCRIPTION
 JY0395
 JY0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0395'3.4 MI SW FROM LANGSVILLE.
 JY0395'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 124 FROM THE BRIDGE
 JY0395'OVER LEADING CREEK AT LANGSVILLE, THENCE ABOUT 1.65 MILES
 JY0395'SOUTH ALONG A GRAVEL ROAD, ABOUT 0.75 MILE NORTH OF JUNCTION OF
 JY0395'ROAD WEST AND THE MEIGS-GALLIA COUNTY LINE, ABOUT 0.15 MILE
 JY0395'SOUTH OF JUNCTION OF ROAD NORTHWEST, 0.55 MILE SOUTH OF TOP OF GAP
 JY0395'AND AN EAST-WEST CROSSROAD, IN THE TOP OF NORTHWEST END OF
 JY0395'NORTHEAST CONCRETE HEAD WALL OF A 6-FOOT CONCRETE AND STONE
 JY0395'CULVERT FOR A SMALL CREEK BRANCH, 10 1/2 FEET NORTHEAST OF
 JY0395'CENTER LINE OF ROAD AND 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1099 ***********************************************************************
 HY1099  DESIGNATION -  J 208
 HY1099  PID         -  HY1099
 HY1099  STATE/COUNTY-  OH/SCIOTO
 HY1099  USGS QUAD   -  NEW BOSTON (1975)
 HY1099
 HY1099                         *CURRENT SURVEY CONTROL
 HY1099  ___________________________________________________________________
 HY1099* NAD 83(1986)-  38 45 48.     (N)    082 53 09.     (W)     SCALED    
 HY1099* NAVD 88     -       162.650  (meters)     533.63   (feet)  ADJUSTED  
 HY1099  ___________________________________________________________________
 HY1099  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 HY1099  DYNAMIC HT  -         162.548 (meters)     533.29  (feet)  COMP
 HY1099  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 HY1099
 HY1099  VERT ORDER  -  SECOND    CLASS 0
 HY1099
 HY1099.The horizontal coordinates were scaled from a topographic map and have
 HY1099.an estimated accuracy of +/- 6 seconds.
 HY1099
 HY1099.The orthometric height was determined by differential leveling
 HY1099.and adjusted by the National Geodetic Survey in June 1991..
 HY1099
 HY1099.The geoid height was determined by GEOID03.
 HY1099
 HY1099.The dynamic height is computed by dividing the NAVD 88
 HY1099.geopotential number by the normal gravity value computed on the
 HY1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1099.degrees latitude (g = 980.6199 gals.).
 HY1099
 HY1099.The modeled gravity was interpolated from observed gravity values.
 HY1099
 HY1099;                    North         East    Units  Estimated Accuracy
 HY1099;SPC OH S     -    84,810.      566,470.      MT  (+/- 180 meters Scaled)
 HY1099
 HY1099                          SUPERSEDED SURVEY CONTROL
 HY1099
 HY1099  NGVD 29 (??/??/92)  162.835  (m)          534.23   (f) ADJ UNCH    2 0
 HY1099
 HY1099.Superseded values are not recommended for survey control.
 HY1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1099.See file dsdata.txt to determine how the superseded data were derived.
 HY1099
 HY1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC361922(NAD 83)
 HY1099_MARKER: DB = BENCH MARK DISK
 HY1099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1099_SP_SET: ABUTMENT
 HY1099_STAMPING: J 208 1958
 HY1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1099
 HY1099  HISTORY     - Date     Condition        Report By
 HY1099  HISTORY     - 1958     MONUMENTED       CGS
 HY1099
 HY1099                          STATION DESCRIPTION
 HY1099
 HY1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1099'AT SCIOTOVILLE.
 HY1099'ABOUT 0.6 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1099'FROM ITS CROSSING OF U.S. HIGHWAY 52 AT SCIOTOVILLE, NEAR MILEAGE
 HY1099'POLE 49-4, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 HY1099'ABUTMENT OF A BRIDGE OVER LITTLE SCIOTO RIVER, 4 1/2 FEET
 HY1099'NORTHWEST OF NORTHWEST RAIL, 1 FOOT SOUTHEAST OF THE NORTHWEST
 HY1099'END OF THE ABUTMENT, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1135 ***********************************************************************
 HY1135  DESIGNATION -  J 209
 HY1135  PID         -  HY1135
 HY1135  STATE/COUNTY-  OH/JACKSON
 HY1135  USGS QUAD   -  OAK HILL (1985)
 HY1135
 HY1135                         *CURRENT SURVEY CONTROL
 HY1135  ___________________________________________________________________
 HY1135* NAD 83(1986)-  38 53 18.     (N)    082 34 30.     (W)     SCALED    
 HY1135* NAVD 88     -       212.093  (meters)     695.84   (feet)  ADJUSTED  
 HY1135  ___________________________________________________________________
 HY1135  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 HY1135  DYNAMIC HT  -         211.959 (meters)     695.40  (feet)  COMP
 HY1135  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 HY1135
 HY1135  VERT ORDER  -  SECOND    CLASS 0
 HY1135
 HY1135.The horizontal coordinates were scaled from a topographic map and have
 HY1135.an estimated accuracy of +/- 6 seconds.
 HY1135
 HY1135.The orthometric height was determined by differential leveling
 HY1135.and adjusted by the National Geodetic Survey in June 1991..
 HY1135
 HY1135.The geoid height was determined by GEOID03.
 HY1135
 HY1135.The dynamic height is computed by dividing the NAVD 88
 HY1135.geopotential number by the normal gravity value computed on the
 HY1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1135.degrees latitude (g = 980.6199 gals.).
 HY1135
 HY1135.The modeled gravity was interpolated from observed gravity values.
 HY1135
 HY1135;                    North         East    Units  Estimated Accuracy
 HY1135;SPC OH S     -    98,620.      593,490.      MT  (+/- 180 meters Scaled)
 HY1135
 HY1135                          SUPERSEDED SURVEY CONTROL
 HY1135
 HY1135  NGVD 29 (??/??/92)  212.280  (m)          696.46   (f) ADJ UNCH    2 0
 HY1135
 HY1135.Superseded values are not recommended for survey control.
 HY1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1135.See file dsdata.txt to determine how the superseded data were derived.
 HY1135
 HY1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD634055(NAD 83)
 HY1135_MARKER: DB = BENCH MARK DISK
 HY1135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1135_SP_SET: ABUTMENT
 HY1135_STAMPING: J 209 1958
 HY1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1135
 HY1135  HISTORY     - Date     Condition        Report By
 HY1135  HISTORY     - 1958     MONUMENTED       CGS
 HY1135
 HY1135                          STATION DESCRIPTION
 HY1135
 HY1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1135'0.5 MI SW FROM OAK HILL.
 HY1135'ABOUT 0.5 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 HY1135'FROM THE STATION AT OAK HILL, AT THE CROSSING OF WEST CEDAR
 HY1135'STREET, SET IN THE TOP AND 6 FEET NORTH OF THE SOUTH END OF
 HY1135'THE WEST ABUTMENT OF A 20-FOOT BRIDGE UNDER WEST CEDAR STREET,
 HY1135'22 1/2 FEET EAST OF EAST RAIL, 15 FEET SOUTH OF THE CENTER LINE
 HY1135'OF WEST CEDAR STREET, ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1385 ***********************************************************************
 KZ1385  DESIGNATION -  J 21
 KZ1385  PID         -  KZ1385
 KZ1385  STATE/COUNTY-  OH/WYANDOT
 KZ1385  USGS QUAD   -  CAREY (1980)
 KZ1385
 KZ1385                         *CURRENT SURVEY CONTROL
 KZ1385  ___________________________________________________________________
 KZ1385* NAD 83(1986)-  40 56 56.     (N)    083 24 15.     (W)     SCALED    
 KZ1385* NAVD 88     -       255.438  (meters)     838.05   (feet)  POSTED    
 KZ1385  ___________________________________________________________________
 KZ1385  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 KZ1385  DYNAMIC HT  -         255.320 (meters)     837.66  (feet)  COMP
 KZ1385  MODELED GRAV-     980,148.3   (mgal)                       NAVD 88
 KZ1385
 KZ1385  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KZ1385
 KZ1385.The horizontal coordinates were scaled from a topographic map and have
 KZ1385.an estimated accuracy of +/- 6 seconds.
 KZ1385
 KZ1385.The orthometric height was determined by differential leveling
 KZ1385.and adjusted by the National Geodetic Survey in 1992..
 KZ1385.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KZ1385.rate of 0.0 thru 1.0 mm/km.
 KZ1385
 KZ1385.The geoid height was determined by GEOID03.
 KZ1385
 KZ1385.The dynamic height is computed by dividing the NAVD 88
 KZ1385.geopotential number by the normal gravity value computed on the
 KZ1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1385.degrees latitude (g = 980.6199 gals.).
 KZ1385
 KZ1385.The modeled gravity was interpolated from observed gravity values.
 KZ1385
 KZ1385;                    North         East    Units  Estimated Accuracy
 KZ1385;SPC OH N     -   142,780.      523,880.      MT  (+/- 180 meters Scaled)
 KZ1385
 KZ1385                          SUPERSEDED SURVEY CONTROL
 KZ1385
 KZ1385  NGVD 29 (??/??/92)  255.564  (m)          838.46   (f) ADJ UNCH    2 0
 KZ1385
 KZ1385.Superseded values are not recommended for survey control.
 KZ1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1385.See file dsdata.txt to determine how the superseded data were derived.
 KZ1385
 KZ1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF976358(NAD 83)
 KZ1385_MARKER: DB = BENCH MARK DISK
 KZ1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1385_STAMPING: J 31 1934
 KZ1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1385+STABILITY: SURFACE MOTION
 KZ1385
 KZ1385  HISTORY     - Date     Condition        Report By
 KZ1385  HISTORY     - 1934     MONUMENTED       CGS
 KZ1385  HISTORY     - 1961     GOOD             NGS
 KZ1385
 KZ1385                          STATION DESCRIPTION
 KZ1385
 KZ1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ1385'1.5 MI W FROM CAREY.
 KZ1385'1.5 MILES WEST ALONG THE NORTHERN OHIO RAILWAY FROM THE STATION
 KZ1385'AT CAREY, WYANDOT COUNTY, AT THE INTERSECTION WITH THE CLEVELAND,
 KZ1385'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY, 43.7 FEET SOUTH OF
 KZ1385'THE SOUTH RAIL OF THE C.C.C. AND ST. L. RY. TRACK, 31.4 FEET
 KZ1385'NORTHEAST OF THE NORTHEAST RAIL OF THE CONNECTING TRACK, AND 1.0
 KZ1385'FOOT ABOVE THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED J 31 1934
 KZ1385'AND SET IN THE TOP OF A CONCRETE POST.
 KZ1385
 KZ1385                          STATION RECOVERY (1961)
 KZ1385
 KZ1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KZ1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1337 ***********************************************************************
 HY1337  DESIGNATION -  J 210
 HY1337  PID         -  HY1337
 HY1337  STATE/COUNTY-  OH/SCIOTO
 HY1337  USGS QUAD   -  WHEELERSBURG (1985)
 HY1337
 HY1337                         *CURRENT SURVEY CONTROL
 HY1337  ___________________________________________________________________
 HY1337* NAD 83(1986)-  38 38 47.     (N)    082 48 29.     (W)     SCALED    
 HY1337* NAVD 88     -       183.812  (meters)     603.06   (feet)  ADJUSTED  
 HY1337  ___________________________________________________________________
 HY1337  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 HY1337  DYNAMIC HT  -         183.696 (meters)     602.68  (feet)  COMP
 HY1337  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 HY1337
 HY1337  VERT ORDER  -  SECOND    CLASS 0
 HY1337
 HY1337.The horizontal coordinates were scaled from a topographic map and have
 HY1337.an estimated accuracy of +/- 6 seconds.
 HY1337
 HY1337.The orthometric height was determined by differential leveling
 HY1337.and adjusted by the National Geodetic Survey in June 1991..
 HY1337
 HY1337.The geoid height was determined by GEOID03.
 HY1337
 HY1337.The dynamic height is computed by dividing the NAVD 88
 HY1337.geopotential number by the normal gravity value computed on the
 HY1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1337.degrees latitude (g = 980.6199 gals.).
 HY1337
 HY1337.The modeled gravity was interpolated from observed gravity values.
 HY1337
 HY1337;                    North         East    Units  Estimated Accuracy
 HY1337;SPC OH S     -    71,810.      573,180.      MT  (+/- 180 meters Scaled)
 HY1337
 HY1337                          SUPERSEDED SURVEY CONTROL
 HY1337
 HY1337  NGVD 29 (??/??/92)  183.999  (m)          603.67   (f) ADJ UNCH    2 0
 HY1337
 HY1337.Superseded values are not recommended for survey control.
 HY1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1337.See file dsdata.txt to determine how the superseded data were derived.
 HY1337
 HY1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC426790(NAD 83)
 HY1337_MARKER: DB = BENCH MARK DISK
 HY1337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1337_SP_SET: ABUTMENT
 HY1337_STAMPING: J 210 1958
 HY1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1337
 HY1337  HISTORY     - Date     Condition        Report By
 HY1337  HISTORY     - 1958     MONUMENTED       CGS
 HY1337
 HY1337                          STATION DESCRIPTION
 HY1337
 HY1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1337'2 MI SW FROM POWELLSVILLE.
 HY1337'ABOUT 0.05 MILES WEST ALONG STATE HIGHWAY 522 FROM THE FREEWILL
 HY1337'BAPTIST CHURCH AT POWELLSVILLE, THENCE 1.9 MILES SOUTHWEST ALONG
 HY1337'BLACKTOP ROAD, ABOUT 0.55 MILES SOUTH OF A BRIDGE OVER PINE
 HY1337'CREEK, SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT
 HY1337'(CONCRETE AND BRICK) OF A 12-FOOT WOODEN SKEW BRIDGE OVER A
 HY1337'SMALL STREAM, 12 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HY1337'BRIDGE, 2 1/2 FEET SOUTH OF THE EAST CORNER OF THE BRIDGE,
 HY1337'2 1/2 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, ABOUT 2 FEET
 HY1337'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1350 ***********************************************************************
 HY1350  DESIGNATION -  J 211
 HY1350  PID         -  HY1350
 HY1350  STATE/COUNTY-  OH/LAWRENCE
 HY1350  USGS QUAD   -  PEDRO (1983)
 HY1350
 HY1350                         *CURRENT SURVEY CONTROL
 HY1350  ___________________________________________________________________
 HY1350* NAD 83(1986)-  38 40 47.     (N)    082 40 35.     (W)     SCALED    
 HY1350* NAVD 88     -       209.189  (meters)     686.31   (feet)  ADJUSTED  
 HY1350  ___________________________________________________________________
 HY1350  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 HY1350  DYNAMIC HT  -         209.055 (meters)     685.87  (feet)  COMP
 HY1350  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 HY1350
 HY1350  VERT ORDER  -  SECOND    CLASS 0
 HY1350
 HY1350.The horizontal coordinates were scaled from a topographic map and have
 HY1350.an estimated accuracy of +/- 6 seconds.
 HY1350
 HY1350.The orthometric height was determined by differential leveling
 HY1350.and adjusted by the National Geodetic Survey in June 1991..
 HY1350
 HY1350.The geoid height was determined by GEOID03.
 HY1350
 HY1350.The dynamic height is computed by dividing the NAVD 88
 HY1350.geopotential number by the normal gravity value computed on the
 HY1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1350.degrees latitude (g = 980.6199 gals.).
 HY1350
 HY1350.The modeled gravity was interpolated from observed gravity values.
 HY1350
 HY1350;                    North         East    Units  Estimated Accuracy
 HY1350;SPC OH S     -    75,470.      584,650.      MT  (+/- 180 meters Scaled)
 HY1350
 HY1350                          SUPERSEDED SURVEY CONTROL
 HY1350
 HY1350  NGVD 29 (??/??/92)  209.373  (m)          686.92   (f) ADJ UNCH    2 0
 HY1350
 HY1350.Superseded values are not recommended for survey control.
 HY1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1350.See file dsdata.txt to determine how the superseded data were derived.
 HY1350
 HY1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC541825(NAD 83)
 HY1350_MARKER: DB = BENCH MARK DISK
 HY1350_SETTING: 66 = SET IN ROCK OUTCROP
 HY1350_SP_SET: ROCK LEDGE
 HY1350_STAMPING: J 211 1958
 HY1350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1350+STABILITY: POSITION/ELEVATION WELL
 HY1350
 HY1350  HISTORY     - Date     Condition        Report By
 HY1350  HISTORY     - 1958     MONUMENTED       CGS
 HY1350
 HY1350                          STATION DESCRIPTION
 HY1350
 HY1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1350'1 MI SW FROM CENTER STATION.
 HY1350'ABOUT 0.95 MILES SOUTHWEST ALONG BLACKTOP ROAD FROM THE MOUNT
 HY1350'CALVARY BAPTIST CHURCH IN CENTER STATION, IN SECTION 32, T 3N,
 HY1350'R 18W, ABOUT 0.8 MILE EAST OF THE JUNCTION OF A BLACKTOP ROAD
 HY1350'SOUTHEAST TO A CEMENT PLANT, ON THE OUTSIDE AND AT THE NORTHWEST
 HY1350'END OF A CURVE WITH TANGENTS TO THE EAST AND NORTHWEST, SET
 HY1350'VERTICALLY IN THE NORTHEAST FACE OF A ROCK LEDGE ABOUT 10 FEET
 HY1350'HIGH AND 100 FEET LONG SOUTHWEST OF THE ROAD, 34 FEET SOUTHWEST
 HY1350'OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTHEAST OF THE NORTHWEST
 HY1350'END OF ROCK, 2 FEET ABOVE THE GROUND, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1218 ***********************************************************************
 HY1218  DESIGNATION -  J 212
 HY1218  PID         -  HY1218
 HY1218  STATE/COUNTY-  OH/LAWRENCE
 HY1218  USGS QUAD   -  SHERRITTS (1975)
 HY1218
 HY1218                         *CURRENT SURVEY CONTROL
 HY1218  ___________________________________________________________________
 HY1218* NAD 83(1986)-  38 38 54.     (N)    082 37 21.     (W)     SCALED    
 HY1218* NAVD 88     -       208.653  (meters)     684.56   (feet)  ADJUSTED  
 HY1218  ___________________________________________________________________
 HY1218  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 HY1218  DYNAMIC HT  -         208.519 (meters)     684.12  (feet)  COMP
 HY1218  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 HY1218
 HY1218  VERT ORDER  -  SECOND    CLASS 0
 HY1218
 HY1218.The horizontal coordinates were scaled from a topographic map and have
 HY1218.an estimated accuracy of +/- 6 seconds.
 HY1218
 HY1218.The orthometric height was determined by differential leveling
 HY1218.and adjusted by the National Geodetic Survey in June 1991..
 HY1218
 HY1218.The geoid height was determined by GEOID03.
 HY1218
 HY1218.The dynamic height is computed by dividing the NAVD 88
 HY1218.geopotential number by the normal gravity value computed on the
 HY1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1218.degrees latitude (g = 980.6199 gals.).
 HY1218
 HY1218.The modeled gravity was interpolated from observed gravity values.
 HY1218
 HY1218;                    North         East    Units  Estimated Accuracy
 HY1218;SPC OH S     -    71,980.      589,340.      MT  (+/- 180 meters Scaled)
 HY1218
 HY1218                          SUPERSEDED SURVEY CONTROL
 HY1218
 HY1218  NGVD 29 (??/??/92)  208.840  (m)          685.17   (f) ADJ UNCH    2 0
 HY1218
 HY1218.Superseded values are not recommended for survey control.
 HY1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1218.See file dsdata.txt to determine how the superseded data were derived.
 HY1218
 HY1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC588790(NAD 83)
 HY1218_MARKER: DB = BENCH MARK DISK
 HY1218_SETTING: 66 = SET IN ROCK OUTCROP
 HY1218_SP_SET: ROCK CUT
 HY1218_STAMPING: J 212 1958
 HY1218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1218+STABILITY: POSITION/ELEVATION WELL
 HY1218
 HY1218  HISTORY     - Date     Condition        Report By
 HY1218  HISTORY     - 1958     MONUMENTED       CGS
 HY1218
 HY1218                          STATION DESCRIPTION
 HY1218
 HY1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1218'3.5 MI E FROM PEDRO.
 HY1218'ABOUT 0.5 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE WEST
 HY1218'DRIVE TO THE SCHOOL AT PEDRO, THENCE 3.0 MILES EAST ALONG A
 HY1218'BLACKTOP ROAD, IN SECTION 12, T 2N, R 18W, ABOUT 0.1 MILE WEST
 HY1218'OF THE CHRIST TEMPLE CHURCH, SET IN THE TOP OF A NARROW LEDGE
 HY1218'ON THE SOUTHWEST FACE OF A LARGE ROCK CUT NORTHEAST OF THE
 HY1218'ROAD, 45 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 36
 HY1218'FEET NORTHWEST OF THE SOUTHEAST END OF THE ROCK, 1 FOOT NORTHEAST
 HY1218'AND ABOUT A 6-INCH TRIANGLE CHISELED IN THE FACE OF THE ROCK,
 HY1218'ABOUT 3 FEET ABOVE THE GROUND AND ABOUT 14 FEET ABOVE THE LEVEL
 HY1218'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0984 ***********************************************************************
 HY0984  DESIGNATION -  J 213
 HY0984  PID         -  HY0984
 HY0984  STATE/COUNTY-  OH/LAWRENCE
 HY0984  USGS QUAD   -  CATLETTSBURG (1985)
 HY0984
 HY0984                         *CURRENT SURVEY CONTROL
 HY0984  ___________________________________________________________________
 HY0984* NAD 83(1986)-  38 29 30.     (N)    082 32 30.     (W)     SCALED    
 HY0984* NAVD 88     -       225.247  (meters)     739.00   (feet)  ADJUSTED  
 HY0984  ___________________________________________________________________
 HY0984  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HY0984  DYNAMIC HT  -         225.098 (meters)     738.51  (feet)  COMP
 HY0984  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 HY0984
 HY0984  VERT ORDER  -  SECOND    CLASS 0
 HY0984
 HY0984.The horizontal coordinates were scaled from a topographic map and have
 HY0984.an estimated accuracy of +/- 6 seconds.
 HY0984
 HY0984.The orthometric height was determined by differential leveling
 HY0984.and adjusted by the National Geodetic Survey in June 1991..
 HY0984
 HY0984.The geoid height was determined by GEOID03.
 HY0984
 HY0984.The dynamic height is computed by dividing the NAVD 88
 HY0984.geopotential number by the normal gravity value computed on the
 HY0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0984.degrees latitude (g = 980.6199 gals.).
 HY0984
 HY0984.The modeled gravity was interpolated from observed gravity values.
 HY0984
 HY0984;                    North         East    Units  Estimated Accuracy
 HY0984;SPC OH S     -    54,580.      596,370.      MT  (+/- 180 meters Scaled)
 HY0984
 HY0984                          SUPERSEDED SURVEY CONTROL
 HY0984
 HY0984  NGVD 29 (??/??/92)  225.432  (m)          739.60   (f) ADJ UNCH    2 0
 HY0984
 HY0984.Superseded values are not recommended for survey control.
 HY0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0984.See file dsdata.txt to determine how the superseded data were derived.
 HY0984
 HY0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC655614(NAD 83)
 HY0984_MARKER: DB = BENCH MARK DISK
 HY0984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HY0984_SP_SET: CULVERT
 HY0984_STAMPING: J 213 1958
 HY0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HY0984
 HY0984  HISTORY     - Date     Condition        Report By
 HY0984  HISTORY     - 1958     MONUMENTED       CGS
 HY0984
 HY0984                          STATION DESCRIPTION
 HY0984
 HY0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0984'4.6 MI NW FROM GETAWAY.
 HY0984'ABOUT 4.6 MILES NORTHWEST ALONG STATE HIGHWAY 243 FROM THE
 HY0984'METHODIST CHURCH AT GETAWAY, IN SECTION 10.  T 1N, R 17W, ABOUT
 HY0984'0.35 MILE EAST OF A BLACKTOP ROAD SOUTH, SET IN THE TOP OF THE
 HY0984'WEST CORNER OF A 5-FOOT CONCRETE BOX CULVERT, 15 FEET NORTHWEST
 HY0984'OF THE CENTER LINE OF THE HIGHWAY, 1/2 FOOT SOUTHEAST OF THE
 HY0984'NORTHWEST END OF THE CULVERT, 1/2 FOOT NORTHEAST OF THE SOUTHWEST
 HY0984'EDGE OF THE CULVERT, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY0175 ***********************************************************************
 HY0175  DESIGNATION -  J 214
 HY0175  PID         -  HY0175
 HY0175  STATE/COUNTY-  OH/LAWRENCE
 HY0175  USGS QUAD   -  WATERLOO (1988)
 HY0175
 HY0175                         *CURRENT SURVEY CONTROL
 HY0175  ___________________________________________________________________
 HY0175* NAD 83(1986)-  38 40 25.     (N)    082 28 39.     (W)     SCALED    
 HY0175* NAVD 88     -       182.132  (meters)     597.54   (feet)  ADJUSTED  
 HY0175  ___________________________________________________________________
 HY0175  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 HY0175  DYNAMIC HT  -         182.014 (meters)     597.16  (feet)  COMP
 HY0175  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 HY0175
 HY0175  VERT ORDER  -  SECOND    CLASS 0
 HY0175
 HY0175.The horizontal coordinates were scaled from a topographic map and have
 HY0175.an estimated accuracy of +/- 6 seconds.
 HY0175
 HY0175.The orthometric height was determined by differential leveling
 HY0175.and adjusted by the National Geodetic Survey in June 1991..
 HY0175
 HY0175.The geoid height was determined by GEOID03.
 HY0175
 HY0175.The dynamic height is computed by dividing the NAVD 88
 HY0175.geopotential number by the normal gravity value computed on the
 HY0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY0175.degrees latitude (g = 980.6199 gals.).
 HY0175
 HY0175.The modeled gravity was interpolated from observed gravity values.
 HY0175
 HY0175;                    North         East    Units  Estimated Accuracy
 HY0175;SPC OH S     -    74,780.      601,960.      MT  (+/- 180 meters Scaled)
 HY0175
 HY0175                          SUPERSEDED SURVEY CONTROL
 HY0175
 HY0175  NGVD 29 (??/??/92)  182.319  (m)          598.16   (f) ADJ UNCH    2 0
 HY0175
 HY0175.Superseded values are not recommended for survey control.
 HY0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY0175.See file dsdata.txt to determine how the superseded data were derived.
 HY0175
 HY0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC714815(NAD 83)
 HY0175_MARKER: DB = BENCH MARK DISK
 HY0175_SETTING: 66 = SET IN ROCK OUTCROP
 HY0175_SP_SET: ROCK CUT
 HY0175_STAMPING: J 214 1958
 HY0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY0175+STABILITY: POSITION/ELEVATION WELL
 HY0175
 HY0175  HISTORY     - Date     Condition        Report By
 HY0175  HISTORY     - 1958     MONUMENTED       CGS
 HY0175
 HY0175                          STATION DESCRIPTION
 HY0175
 HY0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY0175'0.7 MI N FROM ARABIA.
 HY0175'ABOUT 0.7 MILES NORTH ALONG STATE HIGHWAY 141 FROM THE BRIDGE
 HY0175'OVER SYMMES CREEK AT ARABIA, IN SECTION 1, T 3 N, R 17 W, SET
 HY0175'VERTICALLY IN THE NORTHWEST FACE OF ROCK ABOUT 15 FEET LONG AND
 HY0175'2 FEET HIGH IN A ROCK CUT SOUTHWEST OF THE HIGHWAY, 20 FEET
 HY0175'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET NORTHWEST
 HY0175'OF THE CENTER OF A SMALL RAVINE, 81 FEET NORTH OF TELEPHONE
 HY0175'POLE 618 WHICH IS THE SECOND POLE NORTHWEST OF WHERE THE LINE
 HY0175'CROSSES THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1304 ***********************************************************************
 HY1304  DESIGNATION -  J 215
 HY1304  PID         -  HY1304
 HY1304  STATE/COUNTY-  OH/SCIOTO
 HY1304  USGS QUAD   -  MINFORD (1990)
 HY1304
 HY1304                         *CURRENT SURVEY CONTROL
 HY1304  ___________________________________________________________________
 HY1304* NAD 83(1986)-  38 51 05.     (N)    082 51 22.     (W)     SCALED    
 HY1304* NAVD 88     -       186.743  (meters)     612.67   (feet)  ADJUSTED  
 HY1304  ___________________________________________________________________
 HY1304  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 HY1304  DYNAMIC HT  -         186.625 (meters)     612.29  (feet)  COMP
 HY1304  MODELED GRAV-     979,991.8   (mgal)                       NAVD 88
 HY1304
 HY1304  VERT ORDER  -  SECOND    CLASS 0
 HY1304
 HY1304.The horizontal coordinates were scaled from a topographic map and have
 HY1304.an estimated accuracy of +/- 6 seconds.
 HY1304
 HY1304.The orthometric height was determined by differential leveling
 HY1304.and adjusted by the National Geodetic Survey in June 1991..
 HY1304
 HY1304.The geoid height was determined by GEOID03.
 HY1304
 HY1304.The dynamic height is computed by dividing the NAVD 88
 HY1304.geopotential number by the normal gravity value computed on the
 HY1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1304.degrees latitude (g = 980.6199 gals.).
 HY1304
 HY1304.The modeled gravity was interpolated from observed gravity values.
 HY1304
 HY1304;                    North         East    Units  Estimated Accuracy
 HY1304;SPC OH S     -    94,580.      569,090.      MT  (+/- 180 meters Scaled)
 HY1304
 HY1304                          SUPERSEDED SURVEY CONTROL
 HY1304
 HY1304  NGVD 29 (??/??/92)  186.924  (m)          613.27   (f) ADJ UNCH    2 0
 HY1304
 HY1304.Superseded values are not recommended for survey control.
 HY1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1304.See file dsdata.txt to determine how the superseded data were derived.
 HY1304
 HY1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD389019(NAD 83)
 HY1304_MARKER: DB = BENCH MARK DISK
 HY1304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1304_SP_SET: ABUTMENT
 HY1304_STAMPING: J 215 1958
 HY1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1304
 HY1304  HISTORY     - Date     Condition        Report By
 HY1304  HISTORY     - 1958     MONUMENTED       CGS
 HY1304
 HY1304                          STATION DESCRIPTION
 HY1304
 HY1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1304'0.6 MI S FROM MINFORD.
 HY1304'ABOUT 0.6 MILES SOUTH ALONG STATE HIGHWAY 335 FROM ITS CROSSING
 HY1304'OF STATE HIGHWAY 139 AT MINFORD, IN SECTION 4, T 4N, R 20W,
 HY1304'AT A BLACKTOP ROAD CROSSING, SET IN THE TOP OF THE WEST END
 HY1304'OF THE NORTH ABUTMENT OF A 100-FOOT CONCRETE BRIDGE OVER LONG
 HY1304'RUN CREEK, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HY1304'1 1/2 FEET EAST OF THE WEST END OF THE ABUTMENT, ABOUT LEVEL
 HY1304'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1153 ***********************************************************************
 HY1153  DESIGNATION -  J 216
 HY1153  PID         -  HY1153
 HY1153  STATE/COUNTY-  OH/PIKE
 HY1153  USGS QUAD   -  LUCASVILLE (1975)
 HY1153
 HY1153                         *CURRENT SURVEY CONTROL
 HY1153  ___________________________________________________________________
 HY1153* NAD 83(1986)-  38 57 27.     (N)    082 57 14.     (W)     SCALED    
 HY1153* NAVD 88     -       240.996  (meters)     790.67   (feet)  ADJUSTED  
 HY1153  ___________________________________________________________________
 HY1153  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 HY1153  DYNAMIC HT  -         240.848 (meters)     790.18  (feet)  COMP
 HY1153  MODELED GRAV-     980,004.8   (mgal)                       NAVD 88
 HY1153
 HY1153  VERT ORDER  -  SECOND    CLASS 0
 HY1153
 HY1153.The horizontal coordinates were scaled from a topographic map and have
 HY1153.an estimated accuracy of +/- 6 seconds.
 HY1153
 HY1153.The orthometric height was determined by differential leveling
 HY1153.and adjusted by the National Geodetic Survey in June 1991..
 HY1153
 HY1153.The geoid height was determined by GEOID03.
 HY1153
 HY1153.The dynamic height is computed by dividing the NAVD 88
 HY1153.geopotential number by the normal gravity value computed on the
 HY1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1153.degrees latitude (g = 980.6199 gals.).
 HY1153
 HY1153.The modeled gravity was interpolated from observed gravity values.
 HY1153
 HY1153;                    North         East    Units  Estimated Accuracy
 HY1153;SPC OH S     -   106,390.      560,660.      MT  (+/- 180 meters Scaled)
 HY1153
 HY1153                          SUPERSEDED SURVEY CONTROL
 HY1153
 HY1153  NGVD 29 (??/??/92)  241.170  (m)          791.24   (f) ADJ UNCH    2 0
 HY1153
 HY1153.Superseded values are not recommended for survey control.
 HY1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1153.See file dsdata.txt to determine how the superseded data were derived.
 HY1153
 HY1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD307138(NAD 83)
 HY1153_MARKER: DB = BENCH MARK DISK
 HY1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1153_STAMPING: J 216 1958
 HY1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1153+STABILITY: SURFACE MOTION
 HY1153
 HY1153  HISTORY     - Date     Condition        Report By
 HY1153  HISTORY     - 1958     MONUMENTED       CGS
 HY1153  HISTORY     - 1976     GOOD             NGS
 HY1153
 HY1153                          STATION DESCRIPTION
 HY1153
 HY1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1153'7.7 MI SE FROM WAKEFIELD.
 HY1153'ABOUT 3.05 MILES SOUTH ALONG THE NORFOLK AND WESTERN RAILWAY
 HY1153'FROM THE STATION AT WAKEFIELD, THENCE 4.65 MILES EAST ALONG A
 HY1153'BLACKTOP ROAD, IN SECTION 34, T 5N, R 21W, ON THE OUTSIDE OF A
 HY1153'SHARP CURVE WITH TANGENTS TO THE NORTHEAST AND NORTHWEST, AT THE
 HY1153'WEST CORNER OF A SMALL FIELD SOUTHEAST OF THE ROAD, BETWEEN THE
 HY1153'ROAD AND A VERY SMALL STREAM, 36 1/2 FEET SOUTH OF THE CENTER
 HY1153'LINE OF THE ROAD, 50 FEET SOUTHEAST OF THE SOUTH END OF A 4-FOOT
 HY1153'CONCRETE PIPE CULVERT, 4 FEET NORTHWEST OF A POWER POLE, 2 FEET
 HY1153'EAST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 HY1153'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 HY1153'INCHES.
 HY1153
 HY1153                          STATION RECOVERY (1976)
 HY1153
 HY1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HY1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1201 ***********************************************************************
 HY1201  DESIGNATION -  J 217
 HY1201  PID         -  HY1201
 HY1201  STATE/COUNTY-  OH/LAWRENCE
 HY1201  USGS QUAD   -  GALLIA (1975)
 HY1201
 HY1201                         *CURRENT SURVEY CONTROL
 HY1201  ___________________________________________________________________
 HY1201* NAD 83(1986)-  38 46 45.     (N)    082 34 59.     (W)     SCALED    
 HY1201* NAVD 88     -       285.674  (meters)     937.25   (feet)  ADJUSTED  
 HY1201  ___________________________________________________________________
 HY1201  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 HY1201  DYNAMIC HT  -         285.493 (meters)     936.65  (feet)  COMP
 HY1201  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 HY1201
 HY1201  VERT ORDER  -  SECOND    CLASS 0
 HY1201
 HY1201.The horizontal coordinates were scaled from a topographic map and have
 HY1201.an estimated accuracy of +/- 6 seconds.
 HY1201
 HY1201.The orthometric height was determined by differential leveling
 HY1201.and adjusted by the National Geodetic Survey in June 1991..
 HY1201
 HY1201.The geoid height was determined by GEOID03.
 HY1201
 HY1201.The dynamic height is computed by dividing the NAVD 88
 HY1201.geopotential number by the normal gravity value computed on the
 HY1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1201.degrees latitude (g = 980.6199 gals.).
 HY1201
 HY1201.The modeled gravity was interpolated from observed gravity values.
 HY1201
 HY1201;                    North         East    Units  Estimated Accuracy
 HY1201;SPC OH S     -    86,500.      592,780.      MT  (+/- 180 meters Scaled)
 HY1201
 HY1201                          SUPERSEDED SURVEY CONTROL
 HY1201
 HY1201  NGVD 29 (??/??/92)  285.858  (m)          937.85   (f) ADJ UNCH    2 0
 HY1201
 HY1201.Superseded values are not recommended for survey control.
 HY1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1201.See file dsdata.txt to determine how the superseded data were derived.
 HY1201
 HY1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC624934(NAD 83)
 HY1201_MARKER: DB = BENCH MARK DISK
 HY1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HY1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HY1201_STAMPING: J 217 1958
 HY1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HY1201+STABILITY: SURFACE MOTION
 HY1201
 HY1201  HISTORY     - Date     Condition        Report By
 HY1201  HISTORY     - 1958     MONUMENTED       CGS
 HY1201
 HY1201                          STATION DESCRIPTION
 HY1201
 HY1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1201'9.2 MI NW FROM WATERLOO.
 HY1201'ABOUT 0.05 MILES NORTH ALONG STATE HIGHWAY 141 FROM THE BRIDGE
 HY1201'OVER SYMMES CREEK AT WATERLOO, THENCE 3.5 MILES NORTHWEST ALONG
 HY1201'A GRAVEL AND BLACKTOP ROAD, THENCE 5.05 MILES NORTHWEST ALONG A
 HY1201'GRAVEL ROAD, THENCE 0.65 MILES WEST ALONG A GRAVEL ROAD, IN
 HY1201'SECTION 25, T 4N, R 18W, ABOUT 0.5 MILES EAST OF TELEGRAPH
 HY1201'HILL FIRE TOWER, ABOUT 0.4 MILE EAST OF THE JUNCTION OF A SIDE
 HY1201'ROAD NORTH, ON THE EAST SLOPE OF A HILL, ON THE OUTSIDE OF A
 HY1201'CURVE WITH TANGENTS TO THE EAST AND NORTHWEST, 33 FEET SOUTHWEST
 HY1201'OF THE CENTER LINE OF THE ROAD, 34 FEET SOUTH OF TELEPHONE POLE
 HY1201'1210, 42 1/2 FEET NORTHWEST OF TELEPHONE POLE 1209 WHICH IS THE
 HY1201'ONLY POLE IN THE VICINITY WITH A BRACE WIRE, 2 FEET SOUTHEAST OF
 HY1201'A CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 HY1201'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HY1201'NOTE-- THE MARK MAY BE REACHED FROM SOUTH WEBSTER, SCIOTO COUNTY,
 HY1201'BY GOING EAST ALONG THE BALTIMORE AND OHIO RAILROAD FOR 3.3
 HY1201'MILES FROM THE STATION, THENCE 4.3 MILES WEST ALONG A GRAVEL
 HY1201'ROAD, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 75, THENCE 1.95
 HY1201'MILES WEST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0589 ***********************************************************************
 JY0589  DESIGNATION -  J 218
 JY0589  PID         -  JY0589
 JY0589  STATE/COUNTY-  OH/JACKSON
 JY0589  USGS QUAD   -  BYER (1983)
 JY0589
 JY0589                         *CURRENT SURVEY CONTROL
 JY0589  ___________________________________________________________________
 JY0589* NAD 83(1986)-  39 11 24.     (N)    082 41 01.     (W)     SCALED    
 JY0589* NAVD 88     -       277.343  (meters)     909.92   (feet)  ADJUSTED  
 JY0589  ___________________________________________________________________
 JY0589  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JY0589  DYNAMIC HT  -         277.173 (meters)     909.36  (feet)  COMP
 JY0589  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 JY0589
 JY0589  VERT ORDER  -  SECOND    CLASS 0
 JY0589
 JY0589.The horizontal coordinates were scaled from a topographic map and have
 JY0589.an estimated accuracy of +/- 6 seconds.
 JY0589
 JY0589.The orthometric height was determined by differential leveling
 JY0589.and adjusted by the National Geodetic Survey in June 1991..
 JY0589
 JY0589.The geoid height was determined by GEOID03.
 JY0589
 JY0589.The dynamic height is computed by dividing the NAVD 88
 JY0589.geopotential number by the normal gravity value computed on the
 JY0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0589.degrees latitude (g = 980.6199 gals.).
 JY0589
 JY0589.The modeled gravity was interpolated from observed gravity values.
 JY0589
 JY0589;                    North         East    Units  Estimated Accuracy
 JY0589;SPC OH S     -   132,120.      584,140.      MT  (+/- 180 meters Scaled)
 JY0589
 JY0589                          SUPERSEDED SURVEY CONTROL
 JY0589
 JY0589  NGVD 29 (??/??/92)  277.519  (m)          910.49   (f) ADJ UNCH    2 0
 JY0589
 JY0589.Superseded values are not recommended for survey control.
 JY0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0589.See file dsdata.txt to determine how the superseded data were derived.
 JY0589
 JY0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD546392(NAD 83)
 JY0589_MARKER: DB = BENCH MARK DISK
 JY0589_SETTING: 66 = SET IN ROCK OUTCROP
 JY0589_SP_SET: ROCK OUTCROP
 JY0589_STAMPING: J 218 1958
 JY0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JY0589+STABILITY: POSITION/ELEVATION WELL
 JY0589
 JY0589  HISTORY     - Date     Condition        Report By
 JY0589  HISTORY     - 1958     MONUMENTED       CGS
 JY0589
 JY0589                          STATION DESCRIPTION
 JY0589
 JY0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0589'1.4 MI S FROM RAY.
 JY0589'ABOUT 0.5 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JY0589'FROM THE WATER TANK AT RAY, THENCE ABOUT 0.9 MILE SOUTHWEST
 JY0589'ALONG A BLACK TOP AND GRAVEL ROAD, ABOUT 0.65 MILE SOUTHWEST OF A
 JY0589'50-FOOT BRIDGE AND A SIDE ROAD SOUTHEAST, ON THE NORTHEAST SLOPE
 JY0589'OF A LONG CROOKED GRADE, IN THE TOP OF A FLAT ROCK OUTCROP ABOUT
 JY0589'35 FEET LONG AND 10 FEET WIDE, 16 FEET SOUTH OF CENTER LINE OF
 JY0589'ROAD, 10 FEET WEST OF EAST END OF ROCK, 33 FEET SOUTH AND ACROSS
 JY0589'ROAD FROM WEST END OF A LOW ROCK BENCH CUT NORTH OF ROAD AND ABOUT
 JY0589'2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0629 ***********************************************************************
 JY0629  DESIGNATION -  J 220
 JY0629  PID         -  JY0629
 JY0629  STATE/COUNTY-  OH/JACKSON
 JY0629  USGS QUAD   -  JACKSON (1995)
 JY0629
 JY0629                         *CURRENT SURVEY CONTROL
 JY0629  ___________________________________________________________________
 JY0629* NAD 83(1986)-  39 03 45.     (N)    082 40 39.     (W)     SCALED    
 JY0629* NAVD 88     -       198.411  (meters)     650.95   (feet)  ADJUSTED  
 JY0629  ___________________________________________________________________
 JY0629  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 JY0629  DYNAMIC HT  -         198.286 (meters)     650.54  (feet)  COMP
 JY0629  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JY0629
 JY0629  VERT ORDER  -  SECOND    CLASS 0
 JY0629
 JY0629.The horizontal coordinates were scaled from a topographic map and have
 JY0629.an estimated accuracy of +/- 6 seconds.
 JY0629
 JY0629.The orthometric height was determined by differential leveling
 JY0629.and adjusted by the National Geodetic Survey in June 1991..
 JY0629
 JY0629.The geoid height was determined by GEOID03.
 JY0629
 JY0629.The dynamic height is computed by dividing the NAVD 88
 JY0629.geopotential number by the normal gravity value computed on the
 JY0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0629.degrees latitude (g = 980.6199 gals.).
 JY0629
 JY0629.The modeled gravity was interpolated from observed gravity values.
 JY0629
 JY0629;                    North         East    Units  Estimated Accuracy
 JY0629;SPC OH S     -   117,970.      584,640.      MT  (+/- 180 meters Scaled)
 JY0629
 JY0629                          SUPERSEDED SURVEY CONTROL
 JY0629
 JY0629  NGVD 29 (??/??/92)  198.583  (m)          651.52   (f) ADJ UNCH    2 0
 JY0629
 JY0629.Superseded values are not recommended for survey control.
 JY0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0629.See file dsdata.txt to determine how the superseded data were derived.
 JY0629
 JY0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD548250(NAD 83)
 JY0629_MARKER: DB = BENCH MARK DISK
 JY0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0629_SP_SET: ABUTMENT STEP
 JY0629_STAMPING: J 220 1958
 JY0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0629
 JY0629  HISTORY     - Date     Condition        Report By
 JY0629  HISTORY     - 1958     MONUMENTED       CGS
 JY0629  HISTORY     - 1976     GOOD             NGS
 JY0629
 JY0629                          STATION DESCRIPTION
 JY0629
 JY0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0629'2.4 MI W FROM JACKSON.
 JY0629'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 35 FROM THE COURT
 JY0629'HOUSE AT JACKSON, THENCE ABOUT 2.2 MILES WEST ALONG STATE
 JY0629'HIGHWAY 124, ABOUT 0.3 MILE NORTHWEST OF CROSSING OF THE DETROIT,
 JY0629'TOLEDO AND IRONTON RAILROAD, IN THE TOP OF THE SECOND STEP
 JY0629'DOWN FROM TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT
 JY0629'OF A 55-FOOT CONCRETE AND STEEL BRIDGE OVER BUCKEYE CREEK,
 JY0629'19 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 1 1/2 FEET NORTHEAST
 JY0629'OF SOUTHWEST END OF STEP AND 1 FOOT BELOW LEVEL OF HIGHWAY.
 JY0629
 JY0629                          STATION RECOVERY (1976)
 JY0629
 JY0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0629'STATE HIGHWAY 124 IS NOW COUNTY ROAD 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0660 ***********************************************************************
 JY0660  DESIGNATION -  J 221
 JY0660  PID         -  JY0660
 JY0660  STATE/COUNTY-  OH/JACKSON
 JY0660  USGS QUAD   -  WELLSTON (1995)
 JY0660
 JY0660                         *CURRENT SURVEY CONTROL
 JY0660  ___________________________________________________________________
 JY0660* NAD 83(1986)-  39 02 17.     (N)    082 32 19.     (W)     SCALED    
 JY0660* NAVD 88     -       205.447  (meters)     674.04   (feet)  ADJUSTED  
 JY0660  ___________________________________________________________________
 JY0660  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JY0660  DYNAMIC HT  -         205.318 (meters)     673.61  (feet)  COMP
 JY0660  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JY0660
 JY0660  VERT ORDER  -  SECOND    CLASS 0
 JY0660
 JY0660.The horizontal coordinates were scaled from a topographic map and have
 JY0660.an estimated accuracy of +/- 6 seconds.
 JY0660
 JY0660.The orthometric height was determined by differential leveling
 JY0660.and adjusted by the National Geodetic Survey in June 1991..
 JY0660
 JY0660.The geoid height was determined by GEOID03.
 JY0660
 JY0660.The dynamic height is computed by dividing the NAVD 88
 JY0660.geopotential number by the normal gravity value computed on the
 JY0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0660.degrees latitude (g = 980.6199 gals.).
 JY0660
 JY0660.The modeled gravity was interpolated from observed gravity values.
 JY0660
 JY0660;                    North         East    Units  Estimated Accuracy
 JY0660;SPC OH S     -   115,240.      596,660.      MT  (+/- 180 meters Scaled)
 JY0660
 JY0660                          SUPERSEDED SURVEY CONTROL
 JY0660
 JY0660  NGVD 29 (??/??/92)  205.624  (m)          674.62   (f) ADJ UNCH    2 0
 JY0660
 JY0660.Superseded values are not recommended for survey control.
 JY0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0660.See file dsdata.txt to determine how the superseded data were derived.
 JY0660
 JY0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD668221(NAD 83)
 JY0660_MARKER: DB = BENCH MARK DISK
 JY0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0660_SP_SET: ABUTMENT
 JY0660_STAMPING: J 221 1958
 JY0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0660
 JY0660  HISTORY     - Date     Condition        Report By
 JY0660  HISTORY     - 1958     MONUMENTED       CGS
 JY0660  HISTORY     - 1976     GOOD             NGS
 JY0660
 JY0660                          STATION DESCRIPTION
 JY0660
 JY0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0660'3 MI S FROM ROADS.
 JY0660'ABOUT 2.95 MILES SOUTH ALONG STATE HIGHWAY 327 FROM THE
 JY0660'INTERSECTION OF STATE HIGHWAY 124 AT ROADS, ABOUT 0.65 MILE
 JY0660'SOUTH OF JUNCTION OF A BLACK TOP ROAD EAST, ABOUT 2.05 MILES
 JY0660'NORTH OF THE JUNCTION OF A BLACK TOP ROAD LEADING EAST AT
 JY0660'RIDGELAND, IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A
 JY0660'45-FOOT CONCRETE AND STEEL BRIDGE OVER DICKASON RUN, 16 FEET
 JY0660'EAST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 JY0660
 JY0660                          STATION RECOVERY (1976)
 JY0660
 JY0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JY0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1229 ***********************************************************************
 HY1229  DESIGNATION -  J 222
 HY1229  PID         -  HY1229
 HY1229  STATE/COUNTY-  OH/JACKSON
 HY1229  USGS QUAD   -  OAK HILL (1985)
 HY1229
 HY1229                         *CURRENT SURVEY CONTROL
 HY1229  ___________________________________________________________________
 HY1229* NAD 83(1986)-  38 57 57.     (N)    082 31 50.     (W)     SCALED    
 HY1229* NAVD 88     -       213.406  (meters)     700.15   (feet)  ADJUSTED  
 HY1229  ___________________________________________________________________
 HY1229  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 HY1229  DYNAMIC HT  -         213.270 (meters)     699.70  (feet)  COMP
 HY1229  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 HY1229
 HY1229  VERT ORDER  -  SECOND    CLASS 0
 HY1229
 HY1229.The horizontal coordinates were scaled from a topographic map and have
 HY1229.an estimated accuracy of +/- 6 seconds.
 HY1229
 HY1229.The orthometric height was determined by differential leveling
 HY1229.and adjusted by the National Geodetic Survey in June 1991..
 HY1229
 HY1229.The geoid height was determined by GEOID03.
 HY1229
 HY1229.The dynamic height is computed by dividing the NAVD 88
 HY1229.geopotential number by the normal gravity value computed on the
 HY1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1229.degrees latitude (g = 980.6199 gals.).
 HY1229
 HY1229.The modeled gravity was interpolated from observed gravity values.
 HY1229
 HY1229;                    North         East    Units  Estimated Accuracy
 HY1229;SPC OH S     -   107,220.      597,350.      MT  (+/- 180 meters Scaled)
 HY1229
 HY1229                          SUPERSEDED SURVEY CONTROL
 HY1229
 HY1229  NGVD 29 (??/??/92)  213.586  (m)          700.74   (f) ADJ UNCH    2 0
 HY1229
 HY1229.Superseded values are not recommended for survey control.
 HY1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1229.See file dsdata.txt to determine how the superseded data were derived.
 HY1229
 HY1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD673140(NAD 83)
 HY1229_MARKER: DB = BENCH MARK DISK
 HY1229_SETTING: 66 = SET IN ROCK OUTCROP
 HY1229_SP_SET: ROCK CUT
 HY1229_STAMPING: J 222 1958
 HY1229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1229+STABILITY: POSITION/ELEVATION WELL
 HY1229
 HY1229  HISTORY     - Date     Condition        Report By
 HY1229  HISTORY     - 1958     MONUMENTED       CGS
 HY1229
 HY1229                          STATION DESCRIPTION
 HY1229
 HY1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1229'2.4 MI S FROM WINCHESTER.
 HY1229'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 35 FROM THE JUNCTION OF
 HY1229'STATE HIGHWAY 327 AT WINCHESTER, THENCE ABOUT 2.05 MILES
 HY1229'SOUTHEAST ALONG A BLACK-TOP ROAD, ABOUT 0.45 MILE NORTH OF
 HY1229'JUNCTION OF ROAD WEST, ABOUT 0.7 MILE SOUTHEAST OF A 50-FOOT
 HY1229'BRIDGE OVER SYMMES CREEK, ON THE OUTSIDE AND AT THE SOUTH END
 HY1229'OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, SET
 HY1229'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT NORTHEAST OF ROAD,
 HY1229'11 FEET NORTHEAST OF CENTER LINE OF ROAD, 67 FEET SOUTHEAST
 HY1229'OF NORTHWEST END OF CUT AND 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0392 ***********************************************************************
 JY0392  DESIGNATION -  J 223
 JY0392  PID         -  JY0392
 JY0392  STATE/COUNTY-  OH/MEIGS
 JY0392  USGS QUAD   -  RUTLAND (1995)
 JY0392
 JY0392                         *CURRENT SURVEY CONTROL
 JY0392  ___________________________________________________________________
 JY0392* NAD 83(1986)-  39 06 41.     (N)    082 12 41.     (W)     SCALED    
 JY0392* NAVD 88     -       182.537  (meters)     598.87   (feet)  ADJUSTED  
 JY0392  ___________________________________________________________________
 JY0392  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JY0392  DYNAMIC HT  -         182.422 (meters)     598.50  (feet)  COMP
 JY0392  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 JY0392
 JY0392  VERT ORDER  -  SECOND    CLASS 0
 JY0392
 JY0392.The horizontal coordinates were scaled from a topographic map and have
 JY0392.an estimated accuracy of +/- 6 seconds.
 JY0392
 JY0392.The orthometric height was determined by differential leveling
 JY0392.and adjusted by the National Geodetic Survey in June 1991..
 JY0392
 JY0392.The geoid height was determined by GEOID03.
 JY0392
 JY0392.The dynamic height is computed by dividing the NAVD 88
 JY0392.geopotential number by the normal gravity value computed on the
 JY0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0392.degrees latitude (g = 980.6199 gals.).
 JY0392
 JY0392.The modeled gravity was interpolated from observed gravity values.
 JY0392
 JY0392;                    North         East    Units  Estimated Accuracy
 JY0392;SPC OH S     -   123,420.      624,960.      MT  (+/- 180 meters Scaled)
 JY0392
 JY0392                          SUPERSEDED SURVEY CONTROL
 JY0392
 JY0392  NGVD 29 (??/??/92)  182.726  (m)          599.49   (f) ADJ UNCH    2 0
 JY0392
 JY0392.Superseded values are not recommended for survey control.
 JY0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0392.See file dsdata.txt to determine how the superseded data were derived.
 JY0392
 JY0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD952298(NAD 83)
 JY0392_MARKER: DB = BENCH MARK DISK
 JY0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0392_SP_SET: BRIDGE
 JY0392_STAMPING: J 223 1958
 JY0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0392
 JY0392  HISTORY     - Date     Condition        Report By
 JY0392  HISTORY     - 1958     MONUMENTED       CGS
 JY0392
 JY0392                          STATION DESCRIPTION
 JY0392
 JY0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0392'2.4 MI NE FROM DEXTER.
 JY0392'ABOUT 1.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 JY0392'THE POST OFFICE AT DEXTER, THENCE ABOUT 1.05 MILES NORTHEAST
 JY0392'ALONG A ROAD FOLLOWING MUD FORK, 0.5 MILE SOUTHWEST OF JUNCTION
 JY0392'OF ROAD NORTH, IN THE TOP OF CONCRETE CAPPED STONE MASONRY WING
 JY0392'WALL OF A 20-FOOT CONCRETE BRIDGE OVER MUD FORK, 14 FEET NORTHWEST
 JY0392'OF CENTER LINE OF ROAD, 4 1/2 FEET WEST OF SOUTHWEST END OF
 JY0392'NORTHWEST CONCRETE BANISTER AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0367 ***********************************************************************
 JY0367  DESIGNATION -  J 224
 JY0367  PID         -  JY0367
 JY0367  STATE/COUNTY-  OH/MEIGS
 JY0367  USGS QUAD   -  RUTLAND (1995)
 JY0367
 JY0367                         *CURRENT SURVEY CONTROL
 JY0367  ___________________________________________________________________
 JY0367* NAD 83(1986)-  39 06 07.     (N)    082 14 06.     (W)     SCALED    
 JY0367* NAVD 88     -       212.617  (meters)     697.56   (feet)  ADJUSTED  
 JY0367  ___________________________________________________________________
 JY0367  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 JY0367  DYNAMIC HT  -         212.484 (meters)     697.12  (feet)  COMP
 JY0367  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JY0367
 JY0367  VERT ORDER  -  SECOND    CLASS 0
 JY0367
 JY0367.The horizontal coordinates were scaled from a topographic map and have
 JY0367.an estimated accuracy of +/- 6 seconds.
 JY0367
 JY0367.The orthometric height was determined by differential leveling
 JY0367.and adjusted by the National Geodetic Survey in June 1991..
 JY0367
 JY0367.The geoid height was determined by GEOID03.
 JY0367
 JY0367.The dynamic height is computed by dividing the NAVD 88
 JY0367.geopotential number by the normal gravity value computed on the
 JY0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0367.degrees latitude (g = 980.6199 gals.).
 JY0367
 JY0367.The modeled gravity was interpolated from observed gravity values.
 JY0367
 JY0367;                    North         East    Units  Estimated Accuracy
 JY0367;SPC OH S     -   122,360.      622,920.      MT  (+/- 180 meters Scaled)
 JY0367
 JY0367                          SUPERSEDED SURVEY CONTROL
 JY0367
 JY0367  NGVD 29 (??/??/92)  212.806  (m)          698.18   (f) ADJ UNCH    2 0
 JY0367
 JY0367.Superseded values are not recommended for survey control.
 JY0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0367.See file dsdata.txt to determine how the superseded data were derived.
 JY0367
 JY0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD932288(NAD 83)
 JY0367_MARKER: DB = BENCH MARK DISK
 JY0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0367_STAMPING: J 224 1958
 JY0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0367+STABILITY: SURFACE MOTION
 JY0367
 JY0367  HISTORY     - Date     Condition        Report By
 JY0367  HISTORY     - 1958     MONUMENTED       CGS
 JY0367
 JY0367                          STATION DESCRIPTION
 JY0367
 JY0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0367'1.8 MI NW FROM DEXTER.
 JY0367'ABOUT 1.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST
 JY0367'OFFICE AT DEXTER, AT THE JUNCTION OF A NARROW GRADED ROAD LEADING
 JY0367'EAST-NORTHEAST AND AT JUNCTION OF A DRIVE EAST TO A CHURCH,
 JY0367'114 FEET EAST OF CENTER LINE OF MAIN ROAD AND ON THE OUTSIDE
 JY0367'OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, 18
 JY0367'FEET SOUTH-SOUTHEAST OF CENTER LINE OF GRADED ROAD, 13 1/2 FEET
 JY0367'NORTH OF CENTER LINE OF DRIVE TO CHURCH, 72 1/2 FEET NORTHWEST
 JY0367'OF SOUTHWEST CORNER OF WOODEN CHURCH BUILDING, 65 1/2 FEET
 JY0367'WEST-NORTHWET OF NORTHWEST CORNER OF CHURCH BUILDING, 10 1/2
 JY0367'FEET SOUTHEAST OF A 28-INCH OAK TREE, 27 1/2 FEET WEST-SOUTHWEST
 JY0367'OF AN 18-INCH HICKORY TREE, ABOUT LEVEL WITH MAIN ROAD, ABOUT
 JY0367'3 1/2 FEET ABOVE LEVEL OF ROAD EAST-NORTHEAST AND SET IN THE
 JY0367'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY ALSO
 JY0367'BE REACHED FROM THE POST OFFICE AT DEXTER BY GOING ABOUT 1.3
 JY0367'MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD, THENCE
 JY0367'ABOUT 0.6 MILE WEST ALONG A NARROW GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY1755 ***********************************************************************
 JY1755  DESIGNATION -  J 225 RESET
 JY1755  PID         -  JY1755
 JY1755  STATE/COUNTY-  OH/ATHENS
 JY1755  USGS QUAD   -  ALBANY (1995)
 JY1755
 JY1755                         *CURRENT SURVEY CONTROL
 JY1755  ___________________________________________________________________
 JY1755* NAD 83(1986)-  39 13 23.     (N)    082 11 55.     (W)     SCALED    
 JY1755* NAVD 88     -       236.60   (meters)     776.2    (feet)  RESET     
 JY1755  ___________________________________________________________________
 JY1755  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JY1755
 JY1755  VERT ORDER  -  THIRD
 JY1755
 JY1755.The horizontal coordinates were scaled from a topographic map and have
 JY1755.an estimated accuracy of +/- 6 seconds.
 JY1755
 JY1755.The orthometric height was computed from unverified reset data.
 JY1755.No vertical observational check was made to the station.
 JY1755
 JY1755.The geoid height was determined by GEOID03.
 JY1755
 JY1755;                    North         East    Units  Estimated Accuracy
 JY1755;SPC OH S     -   135,820.      626,020.      MT  (+/- 180 meters Scaled)
 JY1755
 JY1755                          SUPERSEDED SURVEY CONTROL
 JY1755
 JY1755  NGVD 29 (10/13/05)  236.79   (m)          776.9    (f) RESET       3  
 JY1755
 JY1755.Superseded values are not recommended for survey control.
 JY1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY1755.See file dsdata.txt to determine how the superseded data were derived.
 JY1755
 JY1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD965422(NAD 83)
 JY1755_MARKER: DV = VERTICAL CONTROL DISK
 JY1755_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JY1755_SP_SET: BRIDGE ABUTMENT
 JY1755_STAMPING: J 225 RESET 1990
 JY1755_MARK LOGO: NGS   
 JY1755_MAGNETIC: N = NO MAGNETIC MATERIAL
 JY1755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY1755
 JY1755  HISTORY     - Date     Condition        Report By
 JY1755  HISTORY     - 1990     MONUMENTED       OHDT
 JY1755
 JY1755                          STATION DESCRIPTION
 JY1755
 JY1755'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1990
 JY1755'IN ALBANY, ABOUT 0.65 MILES (1.05 KM) SOUTHEAST ALONG STATE ROUTE 681
 JY1755'FROM THE OVERPASS OF US 50 AND STATE ROUTE 32 AT BRIDGE OVER NEW YORK
 JY1755'CENTRAL RAILROAD, 25 FEET (7.6 M) SOUTH OF CENTERLINE IN TOP OF
 JY1755'SOUTHEAST WALL, BRIDGE NUMBER 681-7.40, 2 FEET (0.6 M) SOUTH OF A
 JY1755'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1266 ***********************************************************************
 HY1266  DESIGNATION -  J 226
 HY1266  PID         -  HY1266
 HY1266  STATE/COUNTY-  OH/SCIOTO
 HY1266  USGS QUAD   -  STOCKDALE (1983)
 HY1266
 HY1266                         *CURRENT SURVEY CONTROL
 HY1266  ___________________________________________________________________
 HY1266* NAD 83(1986)-  38 53 35.     (N)    082 45 44.     (W)     SCALED    
 HY1266* NAVD 88     -       186.502  (meters)     611.88   (feet)  ADJUSTED  
 HY1266  ___________________________________________________________________
 HY1266  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 HY1266  DYNAMIC HT  -         186.383 (meters)     611.49  (feet)  COMP
 HY1266  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 HY1266
 HY1266  VERT ORDER  -  SECOND    CLASS 0
 HY1266
 HY1266.The horizontal coordinates were scaled from a topographic map and have
 HY1266.an estimated accuracy of +/- 6 seconds.
 HY1266
 HY1266.The orthometric height was determined by differential leveling
 HY1266.and adjusted by the National Geodetic Survey in June 1991..
 HY1266
 HY1266.The geoid height was determined by GEOID03.
 HY1266
 HY1266.The dynamic height is computed by dividing the NAVD 88
 HY1266.geopotential number by the normal gravity value computed on the
 HY1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1266.degrees latitude (g = 980.6199 gals.).
 HY1266
 HY1266.The modeled gravity was interpolated from observed gravity values.
 HY1266
 HY1266;                    North         East    Units  Estimated Accuracy
 HY1266;SPC OH S     -    99,170.      577,250.      MT  (+/- 180 meters Scaled)
 HY1266
 HY1266                          SUPERSEDED SURVEY CONTROL
 HY1266
 HY1266  NGVD 29 (??/??/92)  186.673  (m)          612.44   (f) ADJ UNCH    2 0
 HY1266
 HY1266.Superseded values are not recommended for survey control.
 HY1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1266.See file dsdata.txt to determine how the superseded data were derived.
 HY1266
 HY1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD471063(NAD 83)
 HY1266_MARKER: DB = BENCH MARK DISK
 HY1266_SETTING: 66 = SET IN ROCK OUTCROP
 HY1266_SP_SET: ROCK CUT
 HY1266_STAMPING: J 226 1958
 HY1266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HY1266+STABILITY: POSITION/ELEVATION WELL
 HY1266
 HY1266  HISTORY     - Date     Condition        Report By
 HY1266  HISTORY     - 1958     MONUMENTED       CGS
 HY1266
 HY1266                          STATION DESCRIPTION
 HY1266
 HY1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HY1266'7.2 MI NW FROM SOUTH WEBSTER.
 HY1266'ABOUT 4.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE BALTIMORE
 HY1266'AND OHIO RAILROAD STATION AT SOUTH WEBSTER, THENCE ABOUT 1.55
 HY1266'MILES NORTHWEST ALONG STATE HIGHWAY 279, THENCE ABOUT 1.3
 HY1266'MILES NORTHWEST ALONG STATE HIGHWAY 139, ABOUT 0.5 MILE NORTHWEST
 HY1266'OF THE JACKSON-SCIOTO COUNTY LINE, ABOUT 0.6 MILE EAST OF
 HY1266'JUNCTION OF A BLACK TOP ROAD LEADING NORTHWEST, ABOUT 112 YARDS
 HY1266'SOUTH OF CENTER OF A SHARP CURVE WITH TANGENTS EXTENDING SOUTH
 HY1266'AND EAST, AND THE OUTSIDE AND NEAR THE NORTH END OF A LONG CURVE
 HY1266'WITH TANGENTS EXTENDING WEST AND NORTH, SET VERTICALLY IN THE
 HY1266'WEST FACE OF A ROCK CUT, 15 FEET EAST OF CENTER LINE OF HIGHWAY,
 HY1266'32 FEET SOUTH OF NORTH END OF ROCK, 1 1/2 FEET ABOVE A NARROW
 HY1266'LEDGE ON WEST FACE OF ROCK AND ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1358 ***********************************************************************
 JX1358  DESIGNATION -  J 228
 JX1358  PID         -  JX1358
 JX1358  STATE/COUNTY-  OH/ATHENS
 JX1358  USGS QUAD   -  STEWART (1994)
 JX1358
 JX1358                         *CURRENT SURVEY CONTROL
 JX1358  ___________________________________________________________________
 JX1358* NAD 83(1986)-  39 15 36.     (N)    081 56 53.     (W)     SCALED    
 JX1358* NAVD 88     -       233.523  (meters)     766.15   (feet)  ADJUSTED  
 JX1358  ___________________________________________________________________
 JX1358  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JX1358  DYNAMIC HT  -         233.376 (meters)     765.67  (feet)  COMP
 JX1358  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JX1358
 JX1358  VERT ORDER  -  SECOND    CLASS 0
 JX1358
 JX1358.The horizontal coordinates were scaled from a topographic map and have
 JX1358.an estimated accuracy of +/- 6 seconds.
 JX1358
 JX1358.The orthometric height was determined by differential leveling
 JX1358.and adjusted by the National Geodetic Survey in June 1991..
 JX1358
 JX1358.The geoid height was determined by GEOID03.
 JX1358
 JX1358.The dynamic height is computed by dividing the NAVD 88
 JX1358.geopotential number by the normal gravity value computed on the
 JX1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1358.degrees latitude (g = 980.6199 gals.).
 JX1358
 JX1358.The modeled gravity was interpolated from observed gravity values.
 JX1358
 JX1358;                    North         East    Units  Estimated Accuracy
 JX1358;SPC OH S     -   140,020.      647,630.      MT  (+/- 180 meters Scaled)
 JX1358
 JX1358                          SUPERSEDED SURVEY CONTROL
 JX1358
 JX1358  NGVD 29 (??/??/92)  233.700  (m)          766.73   (f) ADJ UNCH    2 0
 JX1358
 JX1358.Superseded values are not recommended for survey control.
 JX1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1358.See file dsdata.txt to determine how the superseded data were derived.
 JX1358
 JX1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD182460(NAD 83)
 JX1358_MARKER: DB = BENCH MARK DISK
 JX1358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX1358_SP_SET: BRIDGE
 JX1358_STAMPING: J 228 1958
 JX1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1358
 JX1358  HISTORY     - Date     Condition        Report By
 JX1358  HISTORY     - 1958     MONUMENTED       CGS
 JX1358  HISTORY     - 19980905 GOOD             USPSQD
 JX1358
 JX1358                          STATION DESCRIPTION
 JX1358
 JX1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1358'3.4 MI SW FROM GUYSVILLE.
 JX1358'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 50 FROM THE OVERPASS
 JX1358'OVER THE BALTIMORE AND OHIO RAILROAD AT GUYSVILLE, THENCE ABOUT
 JX1358'0.95 MILE WEST AND 1.2 MILES SOUTH ALONG BLACK TOP ROADS, AT THE
 JX1358'JUNCTION OF AN EAST-WEST BLACK TOP ROAD FOLLOWING EAST BRANCH
 JX1358'OF SHADE RIVER, IN THE TOP OF NORTH END OF EAST ABUTMENT OF A
 JX1358'6-FOOT CONCRETE BRIDGE, 40 YARDS WEST OF CENTER OF JUNCTION OF
 JX1358'ROADS, 13 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD AND ABOUT
 JX1358'LEVEL WITH ROAD.
 JX1358
 JX1358                          STATION RECOVERY (1998)
 JX1358
 JX1358'RECOVERY NOTE BY US POWER SQUADRON 1998
 JX1358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0373 ***********************************************************************
 JY0373  DESIGNATION -  J 229
 JY0373  PID         -  JY0373
 JY0373  STATE/COUNTY-  OH/MEIGS
 JY0373  USGS QUAD   -  VALES MILLS (1992)
 JY0373
 JY0373                         *CURRENT SURVEY CONTROL
 JY0373  ___________________________________________________________________
 JY0373* NAD 83(1986)-  39 09 18.     (N)    082 15 13.     (W)     SCALED    
 JY0373* NAVD 88     -       212.965  (meters)     698.70   (feet)  ADJUSTED  
 JY0373  ___________________________________________________________________
 JY0373  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JY0373  DYNAMIC HT  -         212.831 (meters)     698.26  (feet)  COMP
 JY0373  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 JY0373
 JY0373  VERT ORDER  -  SECOND    CLASS 0
 JY0373
 JY0373.The horizontal coordinates were scaled from a topographic map and have
 JY0373.an estimated accuracy of +/- 6 seconds.
 JY0373
 JY0373.The orthometric height was determined by differential leveling
 JY0373.and adjusted by the National Geodetic Survey in June 1991..
 JY0373
 JY0373.The geoid height was determined by GEOID03.
 JY0373
 JY0373.The dynamic height is computed by dividing the NAVD 88
 JY0373.geopotential number by the normal gravity value computed on the
 JY0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0373.degrees latitude (g = 980.6199 gals.).
 JY0373
 JY0373.The modeled gravity was interpolated from observed gravity values.
 JY0373
 JY0373;                    North         East    Units  Estimated Accuracy
 JY0373;SPC OH S     -   128,250.      621,300.      MT  (+/- 180 meters Scaled)
 JY0373
 JY0373                          SUPERSEDED SURVEY CONTROL
 JY0373
 JY0373  NGVD 29 (??/??/92)  213.152  (m)          699.32   (f) ADJ UNCH    2 0
 JY0373
 JY0373.Superseded values are not recommended for survey control.
 JY0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0373.See file dsdata.txt to determine how the superseded data were derived.
 JY0373
 JY0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD916347(NAD 83)
 JY0373_MARKER: DB = BENCH MARK DISK
 JY0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0373_STAMPING: J 229 1958
 JY0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0373+STABILITY: SURFACE MOTION
 JY0373
 JY0373  HISTORY     - Date     Condition        Report By
 JY0373  HISTORY     - 1958     MONUMENTED       CGS
 JY0373
 JY0373                          STATION DESCRIPTION
 JY0373
 JY0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0373'6.5 MI SE FROM VALES MILLS.
 JY0373'ABOUT 3.35 MILES NORTHEAST ALONG STATE HIGHWAY 346 FROM THE
 JY0373'BRIDGE OVER RACCOON CREEK AT VALES MILLS, THENCE ABOUT 1.65
 JY0373'MILES SOUTHEAST ALONG STATE HIGHWAY 143 TO A CROSSROAD AND
 JY0373'COLUMBIA TOWNSHIP ELEMENTARY SCHOOL, THENCE ABOUT 1.1 MILES
 JY0373'SOUTHWEST ALONG A GRAVEL ROAD, ABOUT 1.15 MILES NORTH OF A
 JY0373'SMALL CONCRETE BLOCK CHURCH BUILDING, 17 FEET EAST OF CENTER LINE
 JY0373'OF ROAD, 126 FEET SOUTH OF CENTER OF JUNCTION OF A GRAVEL ROAD
 JY0373'LEADING SOUTHWEST AND UPHILL, 2 1/2 FEET SOUTHWEST OF A TELEPHONE
 JY0373'POLE FROM WHICH LINE CROSSES THE ROAD, 16 FEET SOUTH OF AN
 JY0373'18-INCH MAPLE TREE, 1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET
 JY0373'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 JY0373'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1019 ***********************************************************************
 KZ1019  DESIGNATION -  J 23
 KZ1019  PID         -  KZ1019
 KZ1019  STATE/COUNTY-  OH/MARION
 KZ1019  USGS QUAD   -  CALEDONIA (1973)
 KZ1019
 KZ1019                         *CURRENT SURVEY CONTROL
 KZ1019  ___________________________________________________________________
 KZ1019* NAD 83(1986)-  40 40 54.     (N)    082 53 15.     (W)     SCALED    
 KZ1019* NAVD 88     -       319.551  (meters)    1048.39   (feet)  ADJUSTED  
 KZ1019  ___________________________________________________________________
 KZ1019  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KZ1019  DYNAMIC HT  -         319.392 (meters)    1047.87  (feet)  COMP
 KZ1019  MODELED GRAV-     980,119.1   (mgal)                       NAVD 88
 KZ1019
 KZ1019  VERT ORDER  -  SECOND    CLASS 0
 KZ1019
 KZ1019.The horizontal coordinates were scaled from a topographic map and have
 KZ1019.an estimated accuracy of +/- 6 seconds.
 KZ1019
 KZ1019.The orthometric height was determined by differential leveling
 KZ1019.and adjusted by the National Geodetic Survey in June 1991..
 KZ1019
 KZ1019.The geoid height was determined by GEOID03.
 KZ1019
 KZ1019.The dynamic height is computed by dividing the NAVD 88
 KZ1019.geopotential number by the normal gravity value computed on the
 KZ1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1019.degrees latitude (g = 980.6199 gals.).
 KZ1019
 KZ1019.The modeled gravity was interpolated from observed gravity values.
 KZ1019
 KZ1019;                    North         East    Units  Estimated Accuracy
 KZ1019;SPC OH N     -   112,790.      567,240.      MT  (+/- 180 meters Scaled)
 KZ1019
 KZ1019                          SUPERSEDED SURVEY CONTROL
 KZ1019
 KZ1019  NGVD 29 (??/??/92)  319.690  (m)         1048.85   (f) ADJ UNCH    2 0
 KZ1019
 KZ1019.Superseded values are not recommended for survey control.
 KZ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1019.See file dsdata.txt to determine how the superseded data were derived.
 KZ1019
 KZ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF404051(NAD 83)
 KZ1019_MARKER: DB = BENCH MARK DISK
 KZ1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1019_STAMPING: J 23 1934
 KZ1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1019+STABILITY: SURFACE MOTION
 KZ1019
 KZ1019  HISTORY     - Date     Condition        Report By
 KZ1019  HISTORY     - 1934     MONUMENTED       CGS
 KZ1019  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ1019
 KZ1019                          STATION DESCRIPTION
 KZ1019
 KZ1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1019'1.2 MI E FROM MARTEL.
 KZ1019'1.2 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 KZ1019'MARTEL, MARION COUNTY, 300 YARDS WEST OF MILEPOST 290, 18.5 FEET
 KZ1019'NORTH OF THE NORTH RAIL, 17.0 FEET SOUTH OF A FENCE LINE, AND
 KZ1019'4.0 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 KZ1019'J 23 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A NEW
 KZ1019'GRADE HAS BEEN ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1345 ***********************************************************************
 JX1345  DESIGNATION -  J 231
 JX1345  PID         -  JX1345
 JX1345  STATE/COUNTY-  OH/ATHENS
 JX1345  USGS QUAD   -  STEWART (1994)
 JX1345
 JX1345                         *CURRENT SURVEY CONTROL
 JX1345  ___________________________________________________________________
 JX1345* NAD 83(1986)-  39 15 46.     (N)    081 54 46.     (W)     SCALED    
 JX1345* NAVD 88     -       217.501  (meters)     713.58   (feet)  ADJUSTED  
 JX1345  ___________________________________________________________________
 JX1345  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JX1345  DYNAMIC HT  -         217.365 (meters)     713.14  (feet)  COMP
 JX1345  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JX1345
 JX1345  VERT ORDER  -  SECOND    CLASS 0
 JX1345
 JX1345.The horizontal coordinates were scaled from a topographic map and have
 JX1345.an estimated accuracy of +/- 6 seconds.
 JX1345
 JX1345.The orthometric height was determined by differential leveling
 JX1345.and adjusted by the National Geodetic Survey in June 1991..
 JX1345
 JX1345.The geoid height was determined by GEOID03.
 JX1345
 JX1345.The dynamic height is computed by dividing the NAVD 88
 JX1345.geopotential number by the normal gravity value computed on the
 JX1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1345.degrees latitude (g = 980.6199 gals.).
 JX1345
 JX1345.The modeled gravity was interpolated from observed gravity values.
 JX1345
 JX1345;                    North         East    Units  Estimated Accuracy
 JX1345;SPC OH S     -   140,350.      650,680.      MT  (+/- 180 meters Scaled)
 JX1345
 JX1345                          SUPERSEDED SURVEY CONTROL
 JX1345
 JX1345  NGVD 29 (??/??/92)  217.676  (m)          714.16   (f) ADJ UNCH    2 0
 JX1345
 JX1345.Superseded values are not recommended for survey control.
 JX1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1345.See file dsdata.txt to determine how the superseded data were derived.
 JX1345
 JX1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD212463(NAD 83)
 JX1345_MARKER: DB = BENCH MARK DISK
 JX1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1345_STAMPING: J 231 1958
 JX1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1345+STABILITY: SURFACE MOTION
 JX1345
 JX1345  HISTORY     - Date     Condition        Report By
 JX1345  HISTORY     - 1958     MONUMENTED       CGS
 JX1345  HISTORY     - 1976     GOOD             NGS
 JX1345  HISTORY     - 1988     POOR             USPSQD
 JX1345  HISTORY     - 19980902 GOOD             USPSQD
 JX1345
 JX1345                          STATION DESCRIPTION
 JX1345
 JX1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1345'2.4 MI SE FROM GUYSVILLE.
 JX1345'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE OVERPASS
 JX1345'OVER THE BALTIMORE AND OHIO RAILROAD AT GUYSVILLE, 0.8 MILE
 JX1345'NORTHWEST OF AN EAST-WEST CROSSROAD, AT THE Y JUNCTION OF A
 JX1345'FORMER ALIGNMENT OF THE HIGHWAY LEADING EAST, 63 FEET NORTHEAST OF
 JX1345'THE CENTER LINE OF HIGHWAY, 19 FEET SOUTH OF CENTER LINE OF FORMER
 JX1345'HIGHWAY EAST, 4 FEET SOUTH OF GUARDRAIL, 54 FEET NORTH-NORTHWEST
 JX1345'OF TELEPHONE POLE, 4 1/2 FEET SOUTHEAST OF A STEEL WITNESS POST,
 JX1345'ABOUT LEVEL WITH HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JX1345'PROJECTING 2 INCHES.
 JX1345
 JX1345                          STATION RECOVERY (1976)
 JX1345
 JX1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1345'RECOVERED IN GOOD CONDITION.
 JX1345
 JX1345                          STATION RECOVERY (1988)
 JX1345
 JX1345'RECOVERY NOTE BY US POWER SQUADRON 1988 (RCC)
 JX1345'MARK RECOVERED IN POOR CONDITION.
 JX1345
 JX1345                          STATION RECOVERY (1998)
 JX1345
 JX1345'RECOVERY NOTE BY US POWER SQUADRON 1998
 JX1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0243 ***********************************************************************
 JY0243  DESIGNATION -  J 232
 JY0243  PID         -  JY0243
 JY0243  STATE/COUNTY-  OH/MEIGS
 JY0243  USGS QUAD   -  SHADE (1992)
 JY0243
 JY0243                         *CURRENT SURVEY CONTROL
 JY0243  ___________________________________________________________________
 JY0243* NAD 83(1986)-  39 10 39.     (N)    082 00 52.     (W)     SCALED    
 JY0243* NAVD 88     -       207.902  (meters)     682.09   (feet)  ADJUSTED  
 JY0243  ___________________________________________________________________
 JY0243  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 JY0243  DYNAMIC HT  -         207.772 (meters)     681.67  (feet)  COMP
 JY0243  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 JY0243
 JY0243  VERT ORDER  -  SECOND    CLASS 0
 JY0243
 JY0243.The horizontal coordinates were scaled from a topographic map and have
 JY0243.an estimated accuracy of +/- 6 seconds.
 JY0243
 JY0243.The orthometric height was determined by differential leveling
 JY0243.and adjusted by the National Geodetic Survey in June 1991..
 JY0243
 JY0243.The geoid height was determined by GEOID03.
 JY0243
 JY0243.The dynamic height is computed by dividing the NAVD 88
 JY0243.geopotential number by the normal gravity value computed on the
 JY0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0243.degrees latitude (g = 980.6199 gals.).
 JY0243
 JY0243.The modeled gravity was interpolated from observed gravity values.
 JY0243
 JY0243;                    North         East    Units  Estimated Accuracy
 JY0243;SPC OH S     -   130,830.      641,950.      MT  (+/- 180 meters Scaled)
 JY0243
 JY0243                          SUPERSEDED SURVEY CONTROL
 JY0243
 JY0243  NGVD 29 (??/??/92)  208.088  (m)          682.70   (f) ADJ UNCH    2 0
 JY0243
 JY0243.Superseded values are not recommended for survey control.
 JY0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0243.See file dsdata.txt to determine how the superseded data were derived.
 JY0243
 JY0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD123369(NAD 83)
 JY0243_MARKER: DB = BENCH MARK DISK
 JY0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0243_SP_SET: ABUTMENT
 JY0243_STAMPING: J 232 1958
 JY0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0243
 JY0243  HISTORY     - Date     Condition        Report By
 JY0243  HISTORY     - 1958     MONUMENTED       CGS
 JY0243
 JY0243                          STATION DESCRIPTION
 JY0243
 JY0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0243'2.5 MI N FROM DARWIN.
 JY0243'ABOUT 2.5 MILES NORTH ALONG U.S. HIGHWAY 33 FROM THE JUNCTION OF
 JY0243'STATE HIGHWAY 680 AT DARWIN, 1.0 MILE SOUTH OF THE MEIGS - ATHENS
 JY0243'COUNTY LINE, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JY0243'IN TOP OF SOUTHEAST END OF THE NORTHEAST ABUTMENT OF AN 18-FOOT
 JY0243'CONCRETE BRIDGE ACROSS A CREEK BRANCH, 6 FEET SOUTHEAST OF A
 JY0243'GUARDRAIL, AT THE SOUTHWEST END OF A SHARP CURVE, AND ABOUT 1/2
 JY0243'FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0254 ***********************************************************************
 JY0254  DESIGNATION -  J 233
 JY0254  PID         -  JY0254
 JY0254  STATE/COUNTY-  OH/ATHENS
 JY0254  USGS QUAD   -  SHADE (1992)
 JY0254
 JY0254                         *CURRENT SURVEY CONTROL
 JY0254  ___________________________________________________________________
 JY0254* NAD 83(1986)-  39 14 26.     (N)    082 05 48.     (W)     SCALED    
 JY0254* NAVD 88     -       286.691  (meters)     940.59   (feet)  ADJUSTED  
 JY0254  ___________________________________________________________________
 JY0254  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JY0254  DYNAMIC HT  -         286.515 (meters)     940.01  (feet)  COMP
 JY0254  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 JY0254
 JY0254  VERT ORDER  -  SECOND    CLASS 0
 JY0254
 JY0254.The horizontal coordinates were scaled from a topographic map and have
 JY0254.an estimated accuracy of +/- 6 seconds.
 JY0254
 JY0254.The orthometric height was determined by differential leveling
 JY0254.and adjusted by the National Geodetic Survey in June 1991..
 JY0254
 JY0254.The geoid height was determined by GEOID03.
 JY0254
 JY0254.The dynamic height is computed by dividing the NAVD 88
 JY0254.geopotential number by the normal gravity value computed on the
 JY0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0254.degrees latitude (g = 980.6199 gals.).
 JY0254
 JY0254.The modeled gravity was interpolated from observed gravity values.
 JY0254
 JY0254;                    North         East    Units  Estimated Accuracy
 JY0254;SPC OH S     -   137,800.      634,820.      MT  (+/- 180 meters Scaled)
 JY0254
 JY0254                          SUPERSEDED SURVEY CONTROL
 JY0254
 JY0254  NGVD 29 (??/??/92)  286.871  (m)          941.18   (f) ADJ UNCH    2 0
 JY0254
 JY0254.Superseded values are not recommended for survey control.
 JY0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0254.See file dsdata.txt to determine how the superseded data were derived.
 JY0254
 JY0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD053440(NAD 83)
 JY0254_MARKER: DB = BENCH MARK DISK
 JY0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JY0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JY0254_STAMPING: J 233 1958
 JY0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JY0254+STABILITY: SURFACE MOTION
 JY0254
 JY0254  HISTORY     - Date     Condition        Report By
 JY0254  HISTORY     - 1958     MONUMENTED       CGS
 JY0254
 JY0254                          STATION DESCRIPTION
 JY0254
 JY0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JY0254'0.3 MI E FROM PLEASANTON.
 JY0254'ABOUT 0.3 MILE EAST ALONG A BLACK TOP ROAD FROM THE METHODIST
 JY0254'CHURCH AND CEMETERY AT PLEASANTON, 0.15 MILE WEST OF A CROSSROAD,
 JY0254'24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF
 JY0254'A WIRE FENCE, 19 1/2 FEET WEST OF THE WEST ONE OF THREE MAPLE
 JY0254'TREES ALONG THE FENCE LINE, 145 FEET EAST OF A FENCE CORNER, 170
 JY0254'FEET WEST-NORTHWEST OF AND ACROSS THE ROAD FROM THE NORTHWEST
 JY0254'CORNER OF A BARN, 1 1/2 FEET WEST OF A STEEL WITNESS POST, ABOUT
 JY0254'1/2 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JY0254'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1302 ***********************************************************************
 JX1302  DESIGNATION -  J 234
 JX1302  PID         -  JX1302
 JX1302  STATE/COUNTY-  OH/MEIGS
 JX1302  USGS QUAD   -  COOLVILLE (1994)
 JX1302
 JX1302                         *CURRENT SURVEY CONTROL
 JX1302  ___________________________________________________________________
 JX1302* NAD 83(1986)-  39 08 24.     (N)    081 50 36.     (W)     SCALED    
 JX1302* NAVD 88     -       206.170  (meters)     676.41   (feet)  ADJUSTED  
 JX1302  ___________________________________________________________________
 JX1302  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JX1302  DYNAMIC HT  -         206.038 (meters)     675.98  (feet)  COMP
 JX1302  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 JX1302
 JX1302  VERT ORDER  -  SECOND    CLASS 0
 JX1302
 JX1302.The horizontal coordinates were scaled from a topographic map and have
 JX1302.an estimated accuracy of +/- 6 seconds.
 JX1302
 JX1302.The orthometric height was determined by differential leveling
 JX1302.and adjusted by the National Geodetic Survey in June 1991..
 JX1302
 JX1302.The geoid height was determined by GEOID03.
 JX1302
 JX1302.The dynamic height is computed by dividing the NAVD 88
 JX1302.geopotential number by the normal gravity value computed on the
 JX1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1302.degrees latitude (g = 980.6199 gals.).
 JX1302
 JX1302.The modeled gravity was interpolated from observed gravity values.
 JX1302
 JX1302;                    North         East    Units  Estimated Accuracy
 JX1302;SPC OH S     -   126,760.      656,770.      MT  (+/- 180 meters Scaled)
 JX1302
 JX1302                          SUPERSEDED SURVEY CONTROL
 JX1302
 JX1302  NGVD 29 (??/??/92)  206.353  (m)          677.01   (f) ADJ UNCH    2 0
 JX1302
 JX1302.Superseded values are not recommended for survey control.
 JX1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1302.See file dsdata.txt to determine how the superseded data were derived.
 JX1302
 JX1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD271326(NAD 83)
 JX1302_MARKER: DB = BENCH MARK DISK
 JX1302_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JX1302_SP_SET: UNSPECIFIED ROCK
 JX1302_STAMPING: J 234 1958
 JX1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX1302
 JX1302  HISTORY     - Date     Condition        Report By
 JX1302  HISTORY     - 1958     MONUMENTED       CGS
 JX1302
 JX1302                          STATION DESCRIPTION
 JX1302
 JX1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JX1302'2.4 MI SE FROM TUPPERS PLAINS.
 JX1302'ABOUT 1.65 MILES SOUTH ALONG STATE HIGHWAY 7 FROM THE INTERSECTION
 JX1302'OF STATE HIGHWAY 680 AT TUPPERS PLAINS, THENCE ABOUT 0.75 MILE
 JX1302'SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 0.25 MILE NORTHWEST OF
 JX1302'JUNCTION OF A ROAD SOUTHWEST ALONG SPICER CREEK, SET VERTICALLY
 JX1302'IN THE SOUTH-SOUTHWEST FACE OF A 4-FOOT HIGH LAYER OF ROCK IN A
 JX1302'10-FOOT HIGH CUT BANK, 93 FEET NORTH-NORTHWEST AND ACROSS ROAD
 JX1302'FROM NORTH CORNER OF A BARN, 16 1/2 FEET NORTHEAST OF CENTER
 JX1302'LINE OF ROAD AND ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1081 ***********************************************************************
 JX1081  DESIGNATION -  J 235
 JX1081  PID         -  JX1081
 JX1081  STATE/COUNTY-  OH/WASHINGTON
 JX1081  USGS QUAD   -  PARKERSBURG (1994)
 JX1081
 JX1081                         *CURRENT SURVEY CONTROL
 JX1081  ___________________________________________________________________
 JX1081* NAD 83(1986)-  39 20 40.     (N)    081 33 26.     (W)     SCALED    
 JX1081* NAVD 88     -       183.135  (meters)     600.84   (feet)  ADJUSTED  
 JX1081  ___________________________________________________________________
 JX1081  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JX1081  DYNAMIC HT  -         183.022 (meters)     600.46  (feet)  COMP
 JX1081  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 JX1081
 JX1081  VERT ORDER  -  FIRST     CLASS II
 JX1081
 JX1081.The horizontal coordinates were scaled from a topographic map and have
 JX1081.an estimated accuracy of +/- 6 seconds.
 JX1081
 JX1081.The orthometric height was determined by differential leveling
 JX1081.and adjusted by the National Geodetic Survey in June 1991..
 JX1081
 JX1081.The geoid height was determined by GEOID03.
 JX1081
 JX1081.The dynamic height is computed by dividing the NAVD 88
 JX1081.geopotential number by the normal gravity value computed on the
 JX1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1081.degrees latitude (g = 980.6199 gals.).
 JX1081
 JX1081.The modeled gravity was interpolated from observed gravity values.
 JX1081
 JX1081;                    North         East    Units  Estimated Accuracy
 JX1081;SPC OH S     -   149,680.      681,270.      MT  (+/- 180 meters Scaled)
 JX1081
 JX1081                          SUPERSEDED SURVEY CONTROL
 JX1081
 JX1081  NGVD 29 (??/??/92)  183.315  (m)          601.43   (f) ADJ UNCH    1 2
 JX1081
 JX1081.Superseded values are not recommended for survey control.
 JX1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1081.See file dsdata.txt to determine how the superseded data were derived.
 JX1081
 JX1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD519551(NAD 83)
 JX1081_MARKER: DB = BENCH MARK DISK
 JX1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1081_STAMPING: J 235 1959
 JX1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1081+STABILITY: SURFACE MOTION
 JX1081
 JX1081  HISTORY     - Date     Condition        Report By
 JX1081  HISTORY     - 1959     MONUMENTED       CGS
 JX1081  HISTORY     - 1965     GOOD             NGS
 JX1081  HISTORY     - 1976     MARK NOT FOUND   NGS
 JX1081
 JX1081                          STATION DESCRIPTION
 JX1081
 JX1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 JX1081'4.8 MI N FROM BELPRE.
 JX1081'ABOUT 4.85 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JX1081'THE STATION IN BELPRE, AT A PRIVATE ROAD CROSSING, AT THE
 JX1081'NORTH CORNER OF THE STEEL FENCE AROUND THE AMERICAN BITUMULS
 JX1081'ASPHALT COMPANY STORAGE PLANT, 34.5 FEET EAST-NORTHEAST OF MILEPOLE
 JX1081'7-31, 23 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD,
 JX1081'11 FEET SOUTHWEST OF THE APPROXIMATE CENTER LINE OF THE PRIVATE
 JX1081'ROAD, 2 FEET WEST OF A FENCE CORNER, 2 FEET NORTHEAST OF A METAL
 JX1081'WITNESS POST AND SIGN, 1.5 FEET NORTHWEST OF THE FENCELINE,
 JX1081'AND ABOUT 4 FEET BELOW THE ELEVATION OF THE RAILROAD TRACK.  A
 JX1081'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 JX1081'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED J 235
 JX1081'1959.
 JX1081
 JX1081                          STATION RECOVERY (1976)
 JX1081
 JX1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JX1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX0795 ***********************************************************************
 JX0795  DESIGNATION -  J 236
 JX0795  PID         -  JX0795
 JX0795  STATE/COUNTY-  OH/WASHINGTON
 JX0795  USGS QUAD   -  LOWER SALEM (1994)
 JX0795
 JX0795                         *CURRENT SURVEY CONTROL
 JX0795  ___________________________________________________________________
 JX0795* NAD 83(1986)-  39 31 07.     (N)    081 29 48.     (W)     SCALED    
 JX0795* NAVD 88     -       195.755  (meters)     642.24   (feet)  ADJUSTED  
 JX0795  ___________________________________________________________________
 JX0795  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JX0795  DYNAMIC HT  -         195.638 (meters)     641.86  (feet)  COMP
 JX0795  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 JX0795
 JX0795  VERT ORDER  -  FIRST     CLASS II
 JX0795
 JX0795.The horizontal coordinates were scaled from a topographic map and have
 JX0795.an estimated accuracy of +/- 6 seconds.
 JX0795
 JX0795.The orthometric height was determined by differential leveling
 JX0795.and adjusted by the National Geodetic Survey in June 1991..
 JX0795
 JX0795.The geoid height was determined by GEOID03.
 JX0795
 JX0795.The dynamic height is computed by dividing the NAVD 88
 JX0795.geopotential number by the normal gravity value computed on the
 JX0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0795.degrees latitude (g = 980.6199 gals.).
 JX0795
 JX0795.The modeled gravity was interpolated from observed gravity values.
 JX0795
 JX0795;                    North         East    Units  Estimated Accuracy
 JX0795;SPC OH S     -   169,070.      686,270.      MT  (+/- 180 meters Scaled)
 JX0795
 JX0795                          SUPERSEDED SURVEY CONTROL
 JX0795
 JX0795  NGVD 29 (??/??/92)  195.933  (m)          642.82   (f) ADJ UNCH    1 2
 JX0795
 JX0795.Superseded values are not recommended for survey control.
 JX0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0795.See file dsdata.txt to determine how the superseded data were derived.
 JX0795
 JX0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD573744(NAD 83)
 JX0795_MARKER: DB = BENCH MARK DISK
 JX0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0795_STAMPING: J 236 1959
 JX0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0795+STABILITY: SURFACE MOTION
 JX0795
 JX0795  HISTORY     - Date     Condition        Report By
 JX0795  HISTORY     - 1959     MONUMENTED       CGS
 JX0795
 JX0795                          STATION DESCRIPTION
 JX0795
 JX0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX0795'0.8 MI SE FROM LOWELL.
 JX0795'ABOUT 0.8 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX0795'FROM THE STATION AT LOWELL, AT MILEPOLE 60-03, AT THE FIRST
 JX0795'CROSSING OF COUNTY ROAD 32 EAST OF LOWELL, 24 1/2 FEET SOUTHWEST
 JX0795'OF THE SOUTHWEST RAIL AT THE CENTER LINE OF THE CROSSING,
 JX0795'49 FEET SOUTHWEST OF AND ACROSS BOTH THE TRACK AND THE ROAD
 JX0795'FROM MILEPOLE, 27 1/2 FEET SOUTHEAST OF THE SOUTHWEST END OF
 JX0795'A 18-INCH PIPE CULVERT UNDER BOTH THE TRACK AND THE ROAD, 2
 JX0795'FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE
 JX0795'CROSSING, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 JX0795'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1530 ***********************************************************************
 JX1530  DESIGNATION -  J 237
 JX1530  PID         -  JX1530
 JX1530  STATE/COUNTY-  OH/MORGAN
 JX1530  USGS QUAD   -  BEVERLY (1994)
 JX1530
 JX1530                         *CURRENT SURVEY CONTROL
 JX1530  ___________________________________________________________________
 JX1530* NAD 83(1986)-  39 32 06.     (N)    081 44 17.     (W)     SCALED    
 JX1530* NAVD 88     -       201.292  (meters)     660.41   (feet)  ADJUSTED  
 JX1530  ___________________________________________________________________
 JX1530  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JX1530  DYNAMIC HT  -         201.170 (meters)     660.01  (feet)  COMP
 JX1530  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 JX1530
 JX1530  VERT ORDER  -  FIRST     CLASS II
 JX1530
 JX1530.The horizontal coordinates were scaled from a topographic map and have
 JX1530.an estimated accuracy of +/- 6 seconds.
 JX1530
 JX1530.The orthometric height was determined by differential leveling
 JX1530.and adjusted by the National Geodetic Survey in June 1991..
 JX1530
 JX1530.The geoid height was determined by GEOID03.
 JX1530
 JX1530.The dynamic height is computed by dividing the NAVD 88
 JX1530.geopotential number by the normal gravity value computed on the
 JX1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1530.degrees latitude (g = 980.6199 gals.).
 JX1530
 JX1530.The modeled gravity was interpolated from observed gravity values.
 JX1530
 JX1530;                    North         East    Units  Estimated Accuracy
 JX1530;SPC OH S     -   170,680.      665,500.      MT  (+/- 180 meters Scaled)
 JX1530
 JX1530                          SUPERSEDED SURVEY CONTROL
 JX1530
 JX1530  NGVD 29 (??/??/92)  201.485  (m)          661.04   (f) ADJ UNCH    1 2
 JX1530
 JX1530.Superseded values are not recommended for survey control.
 JX1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1530.See file dsdata.txt to determine how the superseded data were derived.
 JX1530
 JX1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD365764(NAD 83)
 JX1530_MARKER: DB = BENCH MARK DISK
 JX1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1530_STAMPING: J 237 1959
 JX1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1530+STABILITY: SURFACE MOTION
 JX1530
 JX1530  HISTORY     - Date     Condition        Report By
 JX1530  HISTORY     - 1959     MONUMENTED       CGS
 JX1530
 JX1530                          STATION DESCRIPTION
 JX1530
 JX1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1530'4.4 MI SE FROM STOCKPORT.
 JX1530'ABOUT 4.35 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1530'FROM THE STATION AT STOCKPORT, AT MILEPOLE 38-20, AT A FARM
 JX1530'ROAD CROSSING, 14 1/2 FEET NORTH OF THE NORTH RAIL, 83 FEET
 JX1530'NORTHWEST OF THE CENTER LINE OF THE CROSSING, 2 FEET SOUTH OF THE
 JX1530'MILEPOLE, 27 FEET EAST OF THE EXTENDED LINE OF THE EAST SIDE OF
 JX1530'A 1 1/2-STORY WHITE PAINTED HOUSE THAT IS ABOUT 200 YARDS
 JX1530'SOUTH OF THE TRACK, 2 FEET EAST OF A STEEL WITNESS POST, ON
 JX1530'THE OUTSIDE OF A SHARP CURVE WITH TANGENTS EXTENDING SOUTHWEST AND
 JX1530'SOUTHEAST, ABOUT LEVEL WITH THE TRACK, AND SET IN TOP OF A
 JX1530'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 JX1530'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0163 ***********************************************************************
 KZ0163  DESIGNATION -  J 238
 KZ0163  PID         -  KZ0163
 KZ0163  STATE/COUNTY-  OH/WAYNE
 KZ0163  USGS QUAD   -  WEST SALEM (1981)
 KZ0163
 KZ0163                         *CURRENT SURVEY CONTROL
 KZ0163  ___________________________________________________________________
 KZ0163* NAD 83(1986)-  40 58 46.     (N)    082 06 36.     (W)     SCALED    
 KZ0163* NAVD 88     -       346.144  (meters)    1135.64   (feet)  ADJUSTED  
 KZ0163  ___________________________________________________________________
 KZ0163  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KZ0163  DYNAMIC HT  -         345.993 (meters)    1135.15  (feet)  COMP
 KZ0163  MODELED GRAV-     980,177.5   (mgal)                       NAVD 88
 KZ0163
 KZ0163  VERT ORDER  -  SECOND    CLASS 0
 KZ0163
 KZ0163.The horizontal coordinates were scaled from a topographic map and have
 KZ0163.an estimated accuracy of +/- 6 seconds.
 KZ0163
 KZ0163.The orthometric height was determined by differential leveling
 KZ0163.and adjusted by the National Geodetic Survey in June 1991..
 KZ0163
 KZ0163.The geoid height was determined by GEOID03.
 KZ0163
 KZ0163.The dynamic height is computed by dividing the NAVD 88
 KZ0163.geopotential number by the normal gravity value computed on the
 KZ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0163.degrees latitude (g = 980.6199 gals.).
 KZ0163
 KZ0163.The modeled gravity was interpolated from observed gravity values.
 KZ0163
 KZ0163;                    North         East    Units  Estimated Accuracy
 KZ0163;SPC OH N     -   145,850.      632,820.      MT  (+/- 180 meters Scaled)
 KZ0163
 KZ0163                          SUPERSEDED SURVEY CONTROL
 KZ0163
 KZ0163  NGVD 29 (??/??/92)  346.340  (m)         1136.28   (f) ADJ UNCH    2 0
 KZ0163
 KZ0163.Superseded values are not recommended for survey control.
 KZ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0163.See file dsdata.txt to determine how the superseded data were derived.
 KZ0163
 KZ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF066370(NAD 83)
 KZ0163_MARKER: DB = BENCH MARK DISK
 KZ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0163_STAMPING: J 238 1959
 KZ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0163+STABILITY: SURFACE MOTION
 KZ0163
 KZ0163  HISTORY     - Date     Condition        Report By
 KZ0163  HISTORY     - 1959     MONUMENTED       CGS
 KZ0163  HISTORY     - 1970     GOOD             NGS
 KZ0163  HISTORY     - 1987     GOOD             OHDT
 KZ0163
 KZ0163                          STATION DESCRIPTION
 KZ0163
 KZ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0163'0.5 MI N FROM WEST SALEM.
 KZ0163'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 301 FROM THE INTERSECTION
 KZ0163'OF U.S. HIGHWAY 42 AT WEST SALEM, 0.85 MILE SOUTH OF THE
 KZ0163'MEDINA-WAYNE COUNTY LINE, AT A POINT WHERE A POWERLINE CROSSES OVER
 KZ0163'THE HIGHWAY, 19 1/2 FEET WEST OF THE CENTER LINE OF HIGHWAY, 3 FEET
 KZ0163'SOUTH OF POWER LINE POLE 70 CZ 26, IN LINE WITH THE ROW OF POLES
 KZ0163'TO THE SOUTH, 2 FEET NORTH OF A STEEL WITNESS POST, ABOUT 1 FOOT
 KZ0163'BELOW THE LEVEL OF HIGHWAY, AND SET IN TOP OF A CONCRETE POST
 KZ0163'PROJECTING 4 INCHES.
 KZ0163
 KZ0163                          STATION RECOVERY (1970)
 KZ0163
 KZ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0163'RECOVERED IN GOOD CONDITION.
 KZ0163
 KZ0163                          STATION RECOVERY (1987)
 KZ0163
 KZ0163'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DMK)
 KZ0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0019 ***********************************************************************
 KZ0019  DESIGNATION -  J 239
 KZ0019  PID         -  KZ0019
 KZ0019  STATE/COUNTY-  OH/WAYNE
 KZ0019  USGS QUAD   -  WEST SALEM (1981)
 KZ0019
 KZ0019                         *CURRENT SURVEY CONTROL
 KZ0019  ___________________________________________________________________
 KZ0019* NAD 83(1986)-  40 53 26.     (N)    082 00 45.     (W)     SCALED    
 KZ0019* NAVD 88     -       276.239  (meters)     906.29   (feet)  ADJUSTED  
 KZ0019  ___________________________________________________________________
 KZ0019  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KZ0019  DYNAMIC HT  -         276.115 (meters)     905.89  (feet)  COMP
 KZ0019  MODELED GRAV-     980,169.1   (mgal)                       NAVD 88
 KZ0019
 KZ0019  VERT ORDER  -  SECOND    CLASS 0
 KZ0019
 KZ0019.The horizontal coordinates were scaled from a topographic map and have
 KZ0019.an estimated accuracy of +/- 6 seconds.
 KZ0019
 KZ0019.The orthometric height was determined by differential leveling
 KZ0019.and adjusted by the National Geodetic Survey in June 1991..
 KZ0019
 KZ0019.The geoid height was determined by GEOID03.
 KZ0019
 KZ0019.The dynamic height is computed by dividing the NAVD 88
 KZ0019.geopotential number by the normal gravity value computed on the
 KZ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0019.degrees latitude (g = 980.6199 gals.).
 KZ0019
 KZ0019.The modeled gravity was interpolated from observed gravity values.
 KZ0019
 KZ0019;                    North         East    Units  Estimated Accuracy
 KZ0019;SPC OH N     -   136,020.      641,080.      MT  (+/- 180 meters Scaled)
 KZ0019
 KZ0019                          SUPERSEDED SURVEY CONTROL
 KZ0019
 KZ0019  NGVD 29 (??/??/92)  276.446  (m)          906.97   (f) ADJ UNCH    2 0
 KZ0019
 KZ0019.Superseded values are not recommended for survey control.
 KZ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0019.See file dsdata.txt to determine how the superseded data were derived.
 KZ0019
 KZ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF147271(NAD 83)
 KZ0019_MARKER: DB = BENCH MARK DISK
 KZ0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0019_SP_SET: BRIDGE
 KZ0019_STAMPING: J 239 1959
 KZ0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0019
 KZ0019  HISTORY     - Date     Condition        Report By
 KZ0019  HISTORY     - 1959     MONUMENTED       CGS
 KZ0019  HISTORY     - 19761208 MARK NOT FOUND   LOCENG
 KZ0019  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KZ0019
 KZ0019                          STATION DESCRIPTION
 KZ0019
 KZ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0019'1.8 MI N FROM OVERTON.
 KZ0019'ABOUT 1.85 MILES NORTH ALONG COUNTY ROAD 186 FROM THE JUNCTION
 KZ0019'OF COUNTY ROAD 22 AT OVERTON, 0.4 MILE SOUTHWEST OF CROSSING OF
 KZ0019'ROAD 186 AND THE BALTIMORE AND OHIO RAILROAD, IN THE TOP OF THE
 KZ0019'WING WALL AT THE SOUTHWEST CORNER OF A 15-FOOT CONCRETE BRIDGE OVER
 KZ0019'A SMALL CREEK, 10 FEET WEST OF CENTER LINE OF ROAD, 2 FEET SOUTHWEST
 KZ0019'OF SOUTH END OF WEST GUARD RAIL AND ABOUT LEVEL WITH ROAD.
 KZ0019
 KZ0019                          STATION RECOVERY (1976)
 KZ0019
 KZ0019'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 KZ0019'MARK NOT FOUND.
 KZ0019
 KZ0019                          STATION RECOVERY (1987)
 KZ0019
 KZ0019'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1730 ***********************************************************************
 KZ1730  DESIGNATION -  J 239 RESET
 KZ1730  PID         -  KZ1730
 KZ1730  STATE/COUNTY-  OH/WAYNE
 KZ1730  USGS QUAD   -  WEST SALEM (1981)
 KZ1730
 KZ1730                         *CURRENT SURVEY CONTROL
 KZ1730  ___________________________________________________________________
 KZ1730* NAD 83(1986)-  40 53 26.     (N)    082 00 45.     (W)     SCALED    
 KZ1730* NAVD 88     -       271.81   (+/-2cm)     891.8    (feet)  VERTCON   
 KZ1730  ___________________________________________________________________
 KZ1730  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KZ1730
 KZ1730  VERT ORDER  -  THIRD (See Below)
 KZ1730
 KZ1730.The horizontal coordinates were scaled from a topographic map and have
 KZ1730.an estimated accuracy of +/- 6 seconds.
 KZ1730
 KZ1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1730.The vertical order pertains to the NGVD 29 superseded value.
 KZ1730
 KZ1730.The geoid height was determined by GEOID03.
 KZ1730
 KZ1730;                    North         East    Units  Estimated Accuracy
 KZ1730;SPC OH N     -   136,020.      641,080.      MT  (+/- 180 meters Scaled)
 KZ1730
 KZ1730                          SUPERSEDED SURVEY CONTROL
 KZ1730
 KZ1730  NGVD 29 (10/13/05)  272.02   (m)          892.5    (f) RESET       3  
 KZ1730
 KZ1730.Superseded values are not recommended for survey control.
 KZ1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1730.See file dsdata.txt to determine how the superseded data were derived.
 KZ1730
 KZ1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF147271(NAD 83)
 KZ1730_MARKER: DB = BENCH MARK DISK
 KZ1730_SETTING: 0 = UNSPECIFIED SETTING
 KZ1730_STAMPING: J 239 RESET 1976
 KZ1730_MARK LOGO: NGS   
 KZ1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1730
 KZ1730  HISTORY     - Date     Condition        Report By
 KZ1730  HISTORY     - 1976     MONUMENTED       LOCENG
 KZ1730
 KZ1730                          STATION DESCRIPTION
 KZ1730
 KZ1730'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 KZ1730'1.6 MI NORTH FROM OVERTON.
 KZ1730'1.6 MILES NORTH ALONG COUNTY ROAD 186 FROM THE JUNCTION OF COUNTY
 KZ1730'ROAD 22, IN OVERTON, ABOUT 0.6 MILE SOUTH ALONG COUNTY ROAD 186
 KZ1730'FROM THE BRIDGE NUMBER 186-5.60 OVER KILLBUCK CREEK, 16.5 FEET
 KZ1730'WEST OF THE CENTERLINE OF ROAD, 23.0 FEET NORTHEAST OF A 36-INCH
 KZ1730'MAPLE, 46.5 FEET SOUTHEAST OF A 28-INCH OAK TREE, 40.3 FEET WEST
 KZ1730'OF A POWERPOLE WITH TRANSFORMER, 81.3 FEET NORTHWEST OF NORTHWEST
 KZ1730'CORNER OF A CONCRETE OUTDOOR FIREPLACE ON A CONCRETE PAD, ON THE
 KZ1730'NORTHWEST CORNER OF A WOOD CULVERT WITH RAILROAD RAILS FOR PILINGS,
 KZ1730'CULVERT NUMBER 186.473, PLATE WELDED INSIDE A STEEL RING AND WELDED
 KZ1730'TO THE TOP OF A HORIZONTAL ANGLE IRON BEING THE FORWARD ABUTMENT
 KZ1730'OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0622 ***********************************************************************
 KZ0622  DESIGNATION -  J 24
 KZ0622  PID         -  KZ0622
 KZ0622  STATE/COUNTY-  OH/HARDIN
 KZ0622  USGS QUAD   -  FORAKER (1984)
 KZ0622
 KZ0622                         *CURRENT SURVEY CONTROL
 KZ0622  ___________________________________________________________________
 KZ0622* NAD 83(1986)-  40 40 47.     (N)    083 44 21.     (W)     SCALED    
 KZ0622* NAVD 88     -       297.631  (meters)     976.48   (feet)  ADJUSTED  
 KZ0622  ___________________________________________________________________
 KZ0622  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 KZ0622  DYNAMIC HT  -         297.476 (meters)     975.97  (feet)  COMP
 KZ0622  MODELED GRAV-     980,096.6   (mgal)                       NAVD 88
 KZ0622
 KZ0622  VERT ORDER  -  SECOND    CLASS 0
 KZ0622
 KZ0622.The horizontal coordinates were scaled from a topographic map and have
 KZ0622.an estimated accuracy of +/- 6 seconds.
 KZ0622
 KZ0622.The orthometric height was determined by differential leveling
 KZ0622.and adjusted by the National Geodetic Survey in June 1991..
 KZ0622
 KZ0622.The geoid height was determined by GEOID03.
 KZ0622
 KZ0622.The dynamic height is computed by dividing the NAVD 88
 KZ0622.geopotential number by the normal gravity value computed on the
 KZ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0622.degrees latitude (g = 980.6199 gals.).
 KZ0622
 KZ0622.The modeled gravity was interpolated from observed gravity values.
 KZ0622
 KZ0622;                    North         East    Units  Estimated Accuracy
 KZ0622;SPC OH N     -   113,240.      495,250.      MT  (+/- 180 meters Scaled)
 KZ0622
 KZ0622                          SUPERSEDED SURVEY CONTROL
 KZ0622
 KZ0622  NGVD 29 (??/??/92)  297.806  (m)          977.05   (f) ADJ UNCH    2 0
 KZ0622
 KZ0622.Superseded values are not recommended for survey control.
 KZ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0622.See file dsdata.txt to determine how the superseded data were derived.
 KZ0622
 KZ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF685068(NAD 83)
 KZ0622_MARKER: DB = BENCH MARK DISK
 KZ0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0622_STAMPING: J 24 1934
 KZ0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0622+STABILITY: SURFACE MOTION
 KZ0622
 KZ0622  HISTORY     - Date     Condition        Report By
 KZ0622  HISTORY     - 1934     MONUMENTED       CGS
 KZ0622  HISTORY     - 1940     GOOD             NGS
 KZ0622
 KZ0622                          STATION DESCRIPTION
 KZ0622
 KZ0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KZ0622'2.6 MI SE FROM MC GUFFEY.
 KZ0622'ABOUT 2.65 MILES SOUTHEAST ALONG THE ERIE RAILROAD FROM THE STATION
 KZ0622'AT MC GUFFEY, AT FORAKER, 0.35 MILE NORTHWEST OF MILEPOST M 32,
 KZ0622'24 FEET EAST OF THE NORTHEAST CORNER OF THE STATION, 39 FEET
 KZ0622'NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL OF THE NORTH-NORTHEAST
 KZ0622'TRACK OF THREE TRACKS, 6 FEET EAST-SOUTHEAST OF THE 15TH. POLE
 KZ0622'NORTHWEST OF MILEPOST M 32, ABOUT LEVEL WITH THE TRACK, AND SET
 KZ0622'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0101 ***********************************************************************
 KZ0101  DESIGNATION -  J 240
 KZ0101  PID         -  KZ0101
 KZ0101  STATE/COUNTY-  OH/ASHLAND
 KZ0101  USGS QUAD   -  POLK (1981)
 KZ0101
 KZ0101                         *CURRENT SURVEY CONTROL
 KZ0101  ___________________________________________________________________
 KZ0101* NAD 83(1986)-  40 59 31.     (N)    082 13 24.     (W)     SCALED    
 KZ0101* NAVD 88     -       368.973  (meters)    1210.54   (feet)  ADJUSTED  
 KZ0101  ___________________________________________________________________
 KZ0101  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KZ0101  DYNAMIC HT  -         368.810 (meters)    1210.00  (feet)  COMP
 KZ0101  MODELED GRAV-     980,170.6   (mgal)                       NAVD 88
 KZ0101
 KZ0101  VERT ORDER  -  SECOND    CLASS 0
 KZ0101
 KZ0101.The horizontal coordinates were scaled from a topographic map and have
 KZ0101.an estimated accuracy of +/- 6 seconds.
 KZ0101
 KZ0101.The orthometric height was determined by differential leveling
 KZ0101.and adjusted by the National Geodetic Survey in June 1991..
 KZ0101
 KZ0101.The geoid height was determined by GEOID03.
 KZ0101
 KZ0101.The dynamic height is computed by dividing the NAVD 88
 KZ0101.geopotential number by the normal gravity value computed on the
 KZ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0101.degrees latitude (g = 980.6199 gals.).
 KZ0101
 KZ0101.The modeled gravity was interpolated from observed gravity values.
 KZ0101
 KZ0101;                    North         East    Units  Estimated Accuracy
 KZ0101;SPC OH N     -   147,200.      623,280.      MT  (+/- 180 meters Scaled)
 KZ0101
 KZ0101                          SUPERSEDED SURVEY CONTROL
 KZ0101
 KZ0101  NGVD 29 (??/??/92)  369.150  (m)         1211.12   (f) ADJ UNCH    2 0
 KZ0101
 KZ0101.Superseded values are not recommended for survey control.
 KZ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0101.See file dsdata.txt to determine how the superseded data were derived.
 KZ0101
 KZ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF971385(NAD 83)
 KZ0101_MARKER: DB = BENCH MARK DISK
 KZ0101_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ0101_SP_SET: 21 1/2 FEET
 KZ0101_STAMPING: J 240 1959
 KZ0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0101
 KZ0101  HISTORY     - Date     Condition        Report By
 KZ0101  HISTORY     - 1959     MONUMENTED       CGS
 KZ0101  HISTORY     - 1970     GOOD             NGS
 KZ0101  HISTORY     - 1987     GOOD             OHDT
 KZ0101  HISTORY     - 1991     POOR             USPSQD
 KZ0101
 KZ0101                          STATION DESCRIPTION
 KZ0101
 KZ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0101'2.5 MI S FROM SULLIVAN.
 KZ0101'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 58 FROM THE INTERSECTION
 KZ0101'OF U.S. HIGHWAY 224 AT SULLIVAN, IN THE Y FORK FORMED BY THE
 KZ0101'JUNCTION OF STATE HIGHWAY 89 LEADING SOUTHEAST, AND STATE
 KZ0101'HIGHWAY 58 LEADING SOUTHWEST AND NORTH, 33 FEET SOUTHEAST OF THE
 KZ0101'CENTER LINE OF HIGHWAY 58, 60 FEET WEST OF THE CENTER LINE OF
 KZ0101'HIGHWAY 89, 13 1/2 FEET WEST OF THE EXTENDED CENTER LINE OF
 KZ0101'HIGHWAY 89 TO THE SOUTHEAST, 184 FEET SOUTHWEST OF THE CENTER
 KZ0101'LINE OF THE INTERSECTION OF HIGHWAY 89 AND COUNTY ROAD 11
 KZ0101'LEADING EAST-WEST, 23 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 KZ0101'A GRAVEL CUT-OFF ROAD BETWEEN THE TWO HIGHWAYS, 2 FEET SOUTHEAST
 KZ0101'OF THE ONLY POLE IN THE FORK, 1 1/2 FEET NORTHEAST OF A STEEL
 KZ0101'WITNESS POST, ABOUT LEVEL WITH HIGHWAY 58, AND IS A DISK ON A
 KZ0101'COPPER-COATED STEEL ROD PROJECTING 2 INCHES AND PROTECTED BY
 KZ0101'A 6-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN
 KZ0101'TO REFUSAL AT A DEPTH OF 21 1/2 FEET.  NOTE-- THIS MARK CAN
 KZ0101'BE REACHED BY GOING ABOUT 2.8 MILES WEST ALONG COUNTY ROAD
 KZ0101'9 FROM THE INTERSECTION OF COUNTY ROAD 132 AT ALBION, THENCE
 KZ0101'ABOUT 1.35 MILES NORTHWEST ALONG STATE HIGHWAY 89.
 KZ0101
 KZ0101                          STATION RECOVERY (1970)
 KZ0101
 KZ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0101'RECOVERED IN GOOD CONDITION.
 KZ0101
 KZ0101                          STATION RECOVERY (1987)
 KZ0101
 KZ0101'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0101'RECOVERED IN GOOD CONDITION.
 KZ0101
 KZ0101                          STATION RECOVERY (1991)
 KZ0101
 KZ0101'RECOVERY NOTE BY US POWER SQUADRON 1991 (DE)
 KZ0101'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0186 ***********************************************************************
 KZ0186  DESIGNATION -  J 241
 KZ0186  PID         -  KZ0186
 KZ0186  STATE/COUNTY-  OH/ASHLAND
 KZ0186  USGS QUAD   -  POLK (1981)
 KZ0186
 KZ0186                         *CURRENT SURVEY CONTROL
 KZ0186  ___________________________________________________________________
 KZ0186* NAD 83(1986)-  40 54 55.     (N)    082 08 05.     (W)     SCALED    
 KZ0186* NAVD 88     -       329.465  (meters)    1080.92   (feet)  ADJUSTED  
 KZ0186  ___________________________________________________________________
 KZ0186  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KZ0186  DYNAMIC HT  -         329.319 (meters)    1080.44  (feet)  COMP
 KZ0186  MODELED GRAV-     980,171.2   (mgal)                       NAVD 88
 KZ0186
 KZ0186  VERT ORDER  -  SECOND    CLASS 0
 KZ0186
 KZ0186.The horizontal coordinates were scaled from a topographic map and have
 KZ0186.an estimated accuracy of +/- 6 seconds.
 KZ0186
 KZ0186.The orthometric height was determined by differential leveling
 KZ0186.and adjusted by the National Geodetic Survey in June 1991..
 KZ0186
 KZ0186.The geoid height was determined by GEOID03.
 KZ0186
 KZ0186.The dynamic height is computed by dividing the NAVD 88
 KZ0186.geopotential number by the normal gravity value computed on the
 KZ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0186.degrees latitude (g = 980.6199 gals.).
 KZ0186
 KZ0186.The modeled gravity was interpolated from observed gravity values.
 KZ0186
 KZ0186;                    North         East    Units  Estimated Accuracy
 KZ0186;SPC OH N     -   138,720.      630,770.      MT  (+/- 180 meters Scaled)
 KZ0186
 KZ0186                          SUPERSEDED SURVEY CONTROL
 KZ0186
 KZ0186  NGVD 29 (??/??/92)  329.661  (m)         1081.56   (f) ADJ UNCH    2 0
 KZ0186
 KZ0186.Superseded values are not recommended for survey control.
 KZ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0186.See file dsdata.txt to determine how the superseded data were derived.
 KZ0186
 KZ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF044299(NAD 83)
 KZ0186_MARKER: DB = BENCH MARK DISK
 KZ0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0186_SP_SET: OVERPASS
 KZ0186_STAMPING: J 241 1959
 KZ0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0186
 KZ0186  HISTORY     - Date     Condition        Report By
 KZ0186  HISTORY     - 1959     MONUMENTED       CGS
 KZ0186  HISTORY     - 1970     GOOD             NGS
 KZ0186  HISTORY     - 1987     GOOD             OHDT
 KZ0186
 KZ0186                          STATION DESCRIPTION
 KZ0186
 KZ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0186'1.4 MI W FROM PLEASANT HOME.
 KZ0186'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 604 FROM THE SOUTH
 KZ0186'JUNCTION OF STATE HIGHWAY 301 AT PLEASANT HOME, 0.4 MILE WEST OF
 KZ0186'THE WAYNE - ASHLAND COUNTY LINE, SET VERTICALLY IN THE SOUTH FACE
 KZ0186'OF THE SOUTH LEG OF FOUR LEGS TO THE EAST PIER UNDER STATE
 KZ0186'HIGHWAY 604 OVERPASS OVER A INTERSTATE HIGHWAY, ABOUT 25 FEET
 KZ0186'SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANE OF THE
 KZ0186'INTERSTATE HIGHWAY, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
 KZ0186
 KZ0186                          STATION RECOVERY (1970)
 KZ0186
 KZ0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0186'RECOVERED IN GOOD CONDITION.
 KZ0186
 KZ0186                          STATION RECOVERY (1987)
 KZ0186
 KZ0186'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0160 ***********************************************************************
 KZ0160  DESIGNATION -  J 242
 KZ0160  PID         -  KZ0160
 KZ0160  STATE/COUNTY-  OH/ASHLAND
 KZ0160  USGS QUAD   -  ASHLAND NORTH (1972)
 KZ0160
 KZ0160                         *CURRENT SURVEY CONTROL
 KZ0160  ___________________________________________________________________
 KZ0160* NAD 83(1986)-  40 56 09.     (N)    082 16 10.     (W)     SCALED    
 KZ0160* NAVD 88     -       313.142  (meters)    1027.37   (feet)  ADJUSTED  
 KZ0160  ___________________________________________________________________
 KZ0160  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KZ0160  DYNAMIC HT  -         313.000 (meters)    1026.90  (feet)  COMP
 KZ0160  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 KZ0160
 KZ0160  VERT ORDER  -  SECOND    CLASS 0
 KZ0160
 KZ0160.The horizontal coordinates were scaled from a topographic map and have
 KZ0160.an estimated accuracy of +/- 6 seconds.
 KZ0160
 KZ0160.The orthometric height was determined by differential leveling
 KZ0160.and adjusted by the National Geodetic Survey in June 1991..
 KZ0160
 KZ0160.The geoid height was determined by GEOID03.
 KZ0160
 KZ0160.The dynamic height is computed by dividing the NAVD 88
 KZ0160.geopotential number by the normal gravity value computed on the
 KZ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0160.degrees latitude (g = 980.6199 gals.).
 KZ0160
 KZ0160.The modeled gravity was interpolated from observed gravity values.
 KZ0160
 KZ0160;                    North         East    Units  Estimated Accuracy
 KZ0160;SPC OH N     -   140,960.      619,420.      MT  (+/- 180 meters Scaled)
 KZ0160
 KZ0160                          SUPERSEDED SURVEY CONTROL
 KZ0160
 KZ0160  NGVD 29 (??/??/92)  313.324  (m)         1027.96   (f) ADJ UNCH    2 0
 KZ0160
 KZ0160.Superseded values are not recommended for survey control.
 KZ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0160.See file dsdata.txt to determine how the superseded data were derived.
 KZ0160
 KZ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF931324(NAD 83)
 KZ0160_MARKER: DB = BENCH MARK DISK
 KZ0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0160_SP_SET: BRIDGE
 KZ0160_STAMPING: J 242 1959
 KZ0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0160
 KZ0160  HISTORY     - Date     Condition        Report By
 KZ0160  HISTORY     - 1959     MONUMENTED       CGS
 KZ0160  HISTORY     - 1970     GOOD             NGS
 KZ0160  HISTORY     - 1987     GOOD             OHDT
 KZ0160
 KZ0160                          STATION DESCRIPTION
 KZ0160
 KZ0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0160'1.2 MI NE FROM NANKIN.
 KZ0160'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 58 FROM THE
 KZ0160'INTERSECTION OF STATE HIGHWAY 302 AT NANKIN, AT THE JUNCTION OF A
 KZ0160'DIRT ROAD LEADING WEST, 16 1/2 FEET SOUTHEAST OF THE CENTER LINE
 KZ0160'OF THE HIGHWAY, IN TOP OF THE WING WALL AT THE EAST CORNER OF A
 KZ0160'60-FOOT BRIDGE OVER JEROME FORK OF ORANGE CREEK, 1 FOOT SOUTHWEST
 KZ0160'OF THE EAST CORNER OF THE SOUTHEAST CONCRETE GUARD-RAIL, AND
 KZ0160'ABOUT LEVEL WITH THE HIGHWAY.
 KZ0160
 KZ0160                          STATION RECOVERY (1970)
 KZ0160
 KZ0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0160'RECOVERED IN GOOD CONDITION.
 KZ0160
 KZ0160                          STATION RECOVERY (1987)
 KZ0160
 KZ0160'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0255 ***********************************************************************
 KZ0255  DESIGNATION -  J 243
 KZ0255  PID         -  KZ0255
 KZ0255  STATE/COUNTY-  OH/ASHLAND
 KZ0255  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0255
 KZ0255                         *CURRENT SURVEY CONTROL
 KZ0255  ___________________________________________________________________
 KZ0255* NAD 83(1986)-  40 51 23.     (N)    082 12 09.     (W)     SCALED    
 KZ0255* NAVD 88     -       337.462  (meters)    1107.16   (feet)  ADJUSTED  
 KZ0255  ___________________________________________________________________
 KZ0255  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KZ0255  DYNAMIC HT  -         337.309 (meters)    1106.65  (feet)  COMP
 KZ0255  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 KZ0255
 KZ0255  VERT ORDER  -  SECOND    CLASS 0
 KZ0255
 KZ0255.The horizontal coordinates were scaled from a topographic map and have
 KZ0255.an estimated accuracy of +/- 6 seconds.
 KZ0255
 KZ0255.The orthometric height was determined by differential leveling
 KZ0255.and adjusted by the National Geodetic Survey in June 1991..
 KZ0255
 KZ0255.The geoid height was determined by GEOID03.
 KZ0255
 KZ0255.The dynamic height is computed by dividing the NAVD 88
 KZ0255.geopotential number by the normal gravity value computed on the
 KZ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0255.degrees latitude (g = 980.6199 gals.).
 KZ0255
 KZ0255.The modeled gravity was interpolated from observed gravity values.
 KZ0255
 KZ0255;                    North         East    Units  Estimated Accuracy
 KZ0255;SPC OH N     -   132,160.      625,080.      MT  (+/- 180 meters Scaled)
 KZ0255
 KZ0255                          SUPERSEDED SURVEY CONTROL
 KZ0255
 KZ0255  NGVD 29 (??/??/92)  337.649  (m)         1107.77   (f) ADJ UNCH    2 0
 KZ0255
 KZ0255.Superseded values are not recommended for survey control.
 KZ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0255.See file dsdata.txt to determine how the superseded data were derived.
 KZ0255
 KZ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF986235(NAD 83)
 KZ0255_MARKER: DB = BENCH MARK DISK
 KZ0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0255_SP_SET: ABUTMENT
 KZ0255_STAMPING: J 243 1959
 KZ0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0255
 KZ0255  HISTORY     - Date     Condition        Report By
 KZ0255  HISTORY     - 1959     MONUMENTED       CGS
 KZ0255  HISTORY     - 1970     GOOD             NGS
 KZ0255  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KZ0255
 KZ0255                          STATION DESCRIPTION
 KZ0255
 KZ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0255'2.6 MI W FROM ROWSBURG.
 KZ0255'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 250 FROM THE INTERSECTION
 KZ0255'OF PERRY TWP ROAD 46 AT ROWSBURG, 0.5 MILE EAST OF THE
 KZ0255'INTERSECTION OF STATE HIGHWAY 89, ON THE WEST SLOPE OF A HILL,
 KZ0255'32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE
 KZ0255'CENTER ONE OF THE THREE HIGHEST STEPS ON THE EAST ABUTMENT
 KZ0255'TO A 10-FOOT CONCRETE BOX CULVERT (NO. ASD 250-2035), 4 FEET
 KZ0255'SOUTHWEST OF THE EAST END OF THE SOUTH HEAD WALL, 1 1/2 FEET
 KZ0255'NORTH OF THE SOUTH END OF THE STEP, AND ABOUT 6 FEET BELOW
 KZ0255'THE LEVEL OF THE HIGHWAY.
 KZ0255
 KZ0255                          STATION RECOVERY (1970)
 KZ0255
 KZ0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0255'RECOVERED IN GOOD CONDITION.
 KZ0255
 KZ0255                          STATION RECOVERY (1987)
 KZ0255
 KZ0255'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0232 ***********************************************************************
 KZ0232  DESIGNATION -  J 244
 KZ0232  PID         -  KZ0232
 KZ0232  STATE/COUNTY-  OH/ASHLAND
 KZ0232  USGS QUAD   -  ASHLAND NORTH (1972)
 KZ0232
 KZ0232                         *CURRENT SURVEY CONTROL
 KZ0232  ___________________________________________________________________
 KZ0232* NAD 83(1986)-  40 54 20.     (N)    082 19 04.     (W)     SCALED    
 KZ0232* NAVD 88     -       307.342  (meters)    1008.34   (feet)  ADJUSTED  
 KZ0232  ___________________________________________________________________
 KZ0232  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KZ0232  DYNAMIC HT  -         307.200 (meters)    1007.87  (feet)  COMP
 KZ0232  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 KZ0232
 KZ0232  VERT ORDER  -  SECOND    CLASS 0
 KZ0232
 KZ0232.This mark is at Ashland Airport (3G4)
 KZ0232
 KZ0232.The horizontal coordinates were scaled from a topographic map and have
 KZ0232.an estimated accuracy of +/- 6 seconds.
 KZ0232
 KZ0232.The orthometric height was determined by differential leveling
 KZ0232.and adjusted by the National Geodetic Survey in June 1991..
 KZ0232
 KZ0232.The geoid height was determined by GEOID03.
 KZ0232
 KZ0232.The dynamic height is computed by dividing the NAVD 88
 KZ0232.geopotential number by the normal gravity value computed on the
 KZ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0232.degrees latitude (g = 980.6199 gals.).
 KZ0232
 KZ0232.The modeled gravity was interpolated from observed gravity values.
 KZ0232
 KZ0232;                    North         East    Units  Estimated Accuracy
 KZ0232;SPC OH N     -   137,590.      615,350.      MT  (+/- 180 meters Scaled)
 KZ0232
 KZ0232                          SUPERSEDED SURVEY CONTROL
 KZ0232
 KZ0232  NGVD 29 (??/??/92)  307.521  (m)         1008.93   (f) ADJ UNCH    2 0
 KZ0232
 KZ0232.Superseded values are not recommended for survey control.
 KZ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0232.See file dsdata.txt to determine how the superseded data were derived.
 KZ0232
 KZ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF890291(NAD 83)
 KZ0232_MARKER: DB = BENCH MARK DISK
 KZ0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0232_SP_SET: ABUTMENT
 KZ0232_STAMPING: J 244 1959
 KZ0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0232
 KZ0232  HISTORY     - Date     Condition        Report By
 KZ0232  HISTORY     - 1959     MONUMENTED       CGS
 KZ0232  HISTORY     - 1969     GOOD             NGS
 KZ0232  HISTORY     - 1987     GOOD             OHDT
 KZ0232
 KZ0232                          STATION DESCRIPTION
 KZ0232
 KZ0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0232'2.6 MI N FROM ASHLAND.
 KZ0232'ABOUT 2.65 MILES NORTH ALONG STATE HIGHWAY 511 FROM THE POST
 KZ0232'OFFICE AT ASHLAND, ABOUT 0.9 MILE NORTH OF THE EAST END OF THE
 KZ0232'EAST-WEST RUNWAY AT ASHLAND AIRPORT, 20 FEET WEST OF THE CENTER
 KZ0232'LINE OF THE HIGHWAY, IN TOP OF THE WEST END OF THE NORTH ABUTMENT
 KZ0232'TO A 125-FOOT CONCRETE BRIDGE OVER LONG CREEK, 2 1/2 FEET EAST
 KZ0232'OF THE WEST END OF THE ABUTMENT, AND ABOUT LEVEL WITH THE
 KZ0232'HIGHWAY.
 KZ0232
 KZ0232                          STATION RECOVERY (1969)
 KZ0232
 KZ0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KZ0232'RECOVERED IN GOOD CONDITION.
 KZ0232
 KZ0232                          STATION RECOVERY (1987)
 KZ0232
 KZ0232'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (DMK)
 KZ0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1565 ***********************************************************************
 KY1565  DESIGNATION -  J 245
 KY1565  PID         -  KY1565
 KY1565  STATE/COUNTY-  OH/MUSKINGUM
 KY1565  USGS QUAD   -  ADAMSVILLE (1994)
 KY1565
 KY1565                         *CURRENT SURVEY CONTROL
 KY1565  ___________________________________________________________________
 KY1565* NAD 83(1986)-  40 00 26.     (N)    081 58 59.     (W)     SCALED    
 KY1565* NAVD 88     -       223.824  (meters)     734.33   (feet)  ADJUSTED  
 KY1565  ___________________________________________________________________
 KY1565  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KY1565  DYNAMIC HT  -         223.704 (meters)     733.94  (feet)  COMP
 KY1565  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 KY1565
 KY1565  VERT ORDER  -  FIRST     CLASS II
 KY1565
 KY1565.The horizontal coordinates were scaled from a topographic map and have
 KY1565.an estimated accuracy of +/- 6 seconds.
 KY1565
 KY1565.The orthometric height was determined by differential leveling
 KY1565.and adjusted by the National Geodetic Survey in June 1991..
 KY1565
 KY1565.The geoid height was determined by GEOID03.
 KY1565
 KY1565.The dynamic height is computed by dividing the NAVD 88
 KY1565.geopotential number by the normal gravity value computed on the
 KY1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1565.degrees latitude (g = 980.6199 gals.).
 KY1565
 KY1565.The modeled gravity was interpolated from observed gravity values.
 KY1565
 KY1565;                    North         East    Units  Estimated Accuracy
 KY1565;SPC OH S     -   222,960.      644,140.      MT  (+/- 180 meters Scaled)
 KY1565
 KY1565                          SUPERSEDED SURVEY CONTROL
 KY1565
 KY1565  NGVD 29 (??/??/92)  224.039  (m)          735.03   (f) ADJ UNCH    1 2
 KY1565
 KY1565.Superseded values are not recommended for survey control.
 KY1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1565.See file dsdata.txt to determine how the superseded data were derived.
 KY1565
 KY1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME160290(NAD 83)
 KY1565_MARKER: DB = BENCH MARK DISK
 KY1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1565_STAMPING: J 245 1959
 KY1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1565+STABILITY: SURFACE MOTION
 KY1565
 KY1565  HISTORY     - Date     Condition        Report By
 KY1565  HISTORY     - 1959     MONUMENTED       CGS
 KY1565
 KY1565                          STATION DESCRIPTION
 KY1565
 KY1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1565'4.7 MI N FROM ZANESVILLE.
 KY1565'ABOUT 4.7 MILES NORTH ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 KY1565'RAILROAD FROM THE STATION AT ZANESVILLE, 104 YARDS SOUTHEAST
 KY1565'OF MILEPOST 139, ACROSS THE TRACK FROM A POINT BETWEEN MILEPOLES
 KY1565'139+2 AND 139+3, 36 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT
 KY1565'6 1/2 RAILS SOUTHEAST OF THE NORTHWEST END OF A CURVE, ALONG THE
 KY1565'NORTH LEG OF A TRIANGULATION FORMED BY THE RAILROAD ON THE
 KY1565'SOUTHWEST, A GRAVEL ROAD LEADING EAST-WEST, AND COUNTY ROAD 150
 KY1565'LEADING NORTH-SOUTH, 21 FEET SOUTH OF THE CENTER LINE OF EAST-WEST
 KY1565'GRAVEL ROAD, 52 FEET WEST OF THE CENTER LINE OF COUNTY ROAD, 5 FEET
 KY1565'EAST OF CABLE LINE POLE 895, 36 1/2 FEET SOUTH-SOUTHEAST OF AND
 KY1565'ACROSS EAST-WEST ROAD FROM POWER LINE POLE 71-28, 57 1/2 FEET
 KY1565'SOUTHEAST OF AND ACROSS EAST-WEST GRAVEL ROAD FROM A RAILROAD
 KY1565'CROSSING SIGN (THE NORTHWEST ONE OF TWO CROSSINGS), ABOUT LEVEL
 KY1565'WITH THE ROADS, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 KY1565'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 KY1565'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1513 ***********************************************************************
 JX1513  DESIGNATION -  J 246
 JX1513  PID         -  JX1513
 JX1513  STATE/COUNTY-  OH/MORGAN
 JX1513  USGS QUAD   -  STOCKPORT (1994)
 JX1513
 JX1513                         *CURRENT SURVEY CONTROL
 JX1513  ___________________________________________________________________
 JX1513* NAD 83(1986)-  39 35 30.     (N)    081 48 27.     (W)     SCALED    
 JX1513* NAVD 88     -       201.009  (meters)     659.48   (feet)  ADJUSTED  
 JX1513  ___________________________________________________________________
 JX1513  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JX1513  DYNAMIC HT  -         200.889 (meters)     659.08  (feet)  COMP
 JX1513  MODELED GRAV-     980,025.1   (mgal)                       NAVD 88
 JX1513
 JX1513  VERT ORDER  -  FIRST     CLASS II
 JX1513
 JX1513.The horizontal coordinates were scaled from a topographic map and have
 JX1513.an estimated accuracy of +/- 6 seconds.
 JX1513
 JX1513.The orthometric height was determined by differential leveling
 JX1513.and adjusted by the National Geodetic Survey in June 1991..
 JX1513
 JX1513.The geoid height was determined by GEOID03.
 JX1513
 JX1513.The dynamic height is computed by dividing the NAVD 88
 JX1513.geopotential number by the normal gravity value computed on the
 JX1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1513.degrees latitude (g = 980.6199 gals.).
 JX1513
 JX1513.The modeled gravity was interpolated from observed gravity values.
 JX1513
 JX1513;                    North         East    Units  Estimated Accuracy
 JX1513;SPC OH S     -   176,930.      659,480.      MT  (+/- 180 meters Scaled)
 JX1513
 JX1513                          SUPERSEDED SURVEY CONTROL
 JX1513
 JX1513  NGVD 29 (??/??/92)  201.209  (m)          660.13   (f) ADJ UNCH    1 2
 JX1513
 JX1513.Superseded values are not recommended for survey control.
 JX1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1513.See file dsdata.txt to determine how the superseded data were derived.
 JX1513
 JX1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMD306827(NAD 83)
 JX1513_MARKER: DB = BENCH MARK DISK
 JX1513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX1513_SP_SET: CATCH BASIN
 JX1513_STAMPING: J 246 1959
 JX1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1513
 JX1513  HISTORY     - Date     Condition        Report By
 JX1513  HISTORY     - 1959     MONUMENTED       CGS
 JX1513  HISTORY     - 1972     GOOD             OHHD
 JX1513
 JX1513                          STATION DESCRIPTION
 JX1513
 JX1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1513'5.4 MI SE FROM MALTA.
 JX1513'ABOUT 5.35 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1513'FROM THE STATION AT MALTA, ALSO ABOUT 4.45 MILES NORTH ALONG THE
 JX1513'B. AND O. RR. FROM THE STATION AT STOCKPORT, BETWEEN MILEPOLES
 JX1513'30+3 AND 30+4, 7.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 15 1/2
 JX1513'FEET SOUTHWEST OF THE CENTER LINE OF A BLACK TOP ROAD, 38 1/2
 JX1513'FEET EAST OF THE CROSSING OF A DRIVE LEADING SOUTH TO A BARN, IN
 JX1513'TOP OF THE SOUTH CORNER OF A 7-BY 7-FOOT CONCRETE CATCH BASIN,
 JX1513'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK AND THE BLACK TOP
 JX1513'ROAD.  NOTE-- SET NEW WITNESS POST AND SIGN.
 JX1513
 JX1513                          STATION RECOVERY (1972)
 JX1513
 JX1513'RECOVERY NOTE BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1972
 JX1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JX1483 ***********************************************************************
 JX1483  DESIGNATION -  J 247
 JX1483  PID         -  JX1483
 JX1483  STATE/COUNTY-  OH/MUSKINGUM
 JX1483  USGS QUAD   -  PHILO (1994)
 JX1483
 JX1483                         *CURRENT SURVEY CONTROL
 JX1483  ___________________________________________________________________
 JX1483* NAD 83(1986)-  39 49 58.     (N)    081 53 56.     (W)     SCALED    
 JX1483* NAVD 88     -       212.309  (meters)     696.55   (feet)  ADJUSTED  
 JX1483  ___________________________________________________________________
 JX1483  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JX1483  DYNAMIC HT  -         212.193 (meters)     696.17  (feet)  COMP
 JX1483  MODELED GRAV-     980,074.1   (mgal)                       NAVD 88
 JX1483
 JX1483  VERT ORDER  -  FIRST     CLASS II
 JX1483
 JX1483.The horizontal coordinates were scaled from a topographic map and have
 JX1483.an estimated accuracy of +/- 6 seconds.
 JX1483
 JX1483.The orthometric height was determined by differential leveling
 JX1483.and adjusted by the National Geodetic Survey in June 1991..
 JX1483
 JX1483.The geoid height was determined by GEOID03.
 JX1483
 JX1483.The dynamic height is computed by dividing the NAVD 88
 JX1483.geopotential number by the normal gravity value computed on the
 JX1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX1483.degrees latitude (g = 980.6199 gals.).
 JX1483
 JX1483.The modeled gravity was interpolated from observed gravity values.
 JX1483
 JX1483;                    North         East    Units  Estimated Accuracy
 JX1483;SPC OH S     -   203,640.      651,450.      MT  (+/- 180 meters Scaled)
 JX1483
 JX1483                          SUPERSEDED SURVEY CONTROL
 JX1483
 JX1483  NGVD 29 (??/??/92)  212.526  (m)          697.26   (f) ADJ UNCH    1 2
 JX1483
 JX1483.Superseded values are not recommended for survey control.
 JX1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1483.See file dsdata.txt to determine how the superseded data were derived.
 JX1483
 JX1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SME230095(NAD 83)
 JX1483_MARKER: DB = BENCH MARK DISK
 JX1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX1483_STAMPING: J 247 1959
 JX1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1483+STABILITY: SURFACE MOTION
 JX1483
 JX1483  HISTORY     - Date     Condition        Report By
 JX1483  HISTORY     - 1959     MONUMENTED       CGS
 JX1483
 JX1483                          STATION DESCRIPTION
 JX1483
 JX1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JX1483'2.4 MI S FROM PHILO.
 JX1483'ABOUT 2.35 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 JX1483'FROM THE STATION AT PHILO, ACROSS THE TRACK FROM POINT BETWEEN
 JX1483'MILEPOLES 9+18 AND 9+19, IN SECTION 8, T-12-N R-12-W, 22 1/2
 JX1483'FEET WEST OF THE WEST RAIL, 121 FEET NORTHWEST OF THE CROSSING
 JX1483'OF A BLACK TOP ROAD PARALLEL WITH THE TRACK, 23 FEET EAST OF
 JX1483'THE CENTER LINE OF ROAD, 3.3 FEET SOUTHEAST OF TELEPHONE POLE
 JX1483'NO. 24, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 JX1483'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0251 ***********************************************************************
 MC0251  DESIGNATION -  J 248
 MC0251  PID         -  MC0251
 MC0251  STATE/COUNTY-  OH/HURON
 MC0251  USGS QUAD   -  GREENWICH (1977)
 MC0251
 MC0251                         *CURRENT SURVEY CONTROL
 MC0251  ___________________________________________________________________
 MC0251* NAD 83(1986)-  41 01 54.     (N)    082 36 28.     (W)     SCALED    
 MC0251* NAVD 88     -       316.079  (meters)    1037.00   (feet)  ADJUSTED  
 MC0251  ___________________________________________________________________
 MC0251  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 MC0251  DYNAMIC HT  -         315.934 (meters)    1036.53  (feet)  COMP
 MC0251  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 MC0251
 MC0251  VERT ORDER  -  SECOND    CLASS 0
 MC0251
 MC0251.The horizontal coordinates were scaled from a topographic map and have
 MC0251.an estimated accuracy of +/- 6 seconds.
 MC0251
 MC0251.The orthometric height was determined by differential leveling
 MC0251.and adjusted by the National Geodetic Survey in June 1991..
 MC0251
 MC0251.The geoid height was determined by GEOID03.
 MC0251
 MC0251.The dynamic height is computed by dividing the NAVD 88
 MC0251.geopotential number by the normal gravity value computed on the
 MC0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0251.degrees latitude (g = 980.6199 gals.).
 MC0251
 MC0251.The modeled gravity was interpolated from observed gravity values.
 MC0251
 MC0251;                    North         East    Units  Estimated Accuracy
 MC0251;SPC OH N     -   151,580.      590,940.      MT  (+/- 180 meters Scaled)
 MC0251
 MC0251                          SUPERSEDED SURVEY CONTROL
 MC0251
 MC0251  NGVD 29 (??/??/92)  316.235  (m)         1037.51   (f) ADJ UNCH    2 0
 MC0251
 MC0251.Superseded values are not recommended for survey control.
 MC0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0251.See file dsdata.txt to determine how the superseded data were derived.
 MC0251
 MC0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF648435(NAD 83)
 MC0251_MARKER: DB = BENCH MARK DISK
 MC0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0251_STAMPING: J 248 1959
 MC0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0251+STABILITY: SURFACE MOTION
 MC0251
 MC0251  HISTORY     - Date     Condition        Report By
 MC0251  HISTORY     - 1959     MONUMENTED       CGS
 MC0251  HISTORY     - 1987     GOOD             OHDT
 MC0251
 MC0251                          STATION DESCRIPTION
 MC0251
 MC0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MC0251'AT DELPHI.
 MC0251'AT DELPHI, NEAR THE JUNCTION OF NEW STATE ROAD AND U.S. HIGHWAY
 MC0251'224, 175 1/2 FEET NORTH OF CENTER LINE OF HIGHWAY 224, 29 1/2
 MC0251'FEET EAST OF CENTER LINE OF NEW STATE ROAD, 94 1/2 FEET NORTHWEST
 MC0251'OF NORTHWEST CORNER OF DELPHI METHODIST CHURCH, 40 FEET
 MC0251'NORTH-NORTHWEST OF A TELEPHONE POLE, 137 FEET NORTH OF A METAL
 MC0251'SIGN NEW STATE ROAD, 1 1/2 FEET SOUTHWEST OF A STEEL WITNESS
 MC0251'POST, ABOUT LEVEL WITH NEW STATE ROAD AND SET IN THE TOP OF A
 MC0251'CONCRETE POST ABOUT FLUSH WITH GROUND.
 MC0251
 MC0251                          STATION RECOVERY (1987)
 MC0251
 MC0251'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 MC0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1185 ***********************************************************************
 KZ1185  DESIGNATION -  J 249
 KZ1185  PID         -  KZ1185
 KZ1185  STATE/COUNTY-  OH/RICHLAND
 KZ1185  USGS QUAD   -  SHELBY (1980)
 KZ1185
 KZ1185                         *CURRENT SURVEY CONTROL
 KZ1185  ___________________________________________________________________
 KZ1185* NAD 83(1986)-  40 52 53.     (N)    082 39 34.     (W)     SCALED    
 KZ1185* NAVD 88     -       330.238  (meters)    1083.46   (feet)  ADJUSTED  
 KZ1185  ___________________________________________________________________
 KZ1185  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KZ1185  DYNAMIC HT  -         330.078 (meters)    1082.93  (feet)  COMP
 KZ1185  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 KZ1185
 KZ1185  VERT ORDER  -  SECOND    CLASS 0
 KZ1185
 KZ1185.The horizontal coordinates were scaled from a topographic map and have
 KZ1185.an estimated accuracy of +/- 6 seconds.
 KZ1185
 KZ1185.The orthometric height was determined by differential leveling
 KZ1185.and adjusted by the National Geodetic Survey in June 1991..
 KZ1185
 KZ1185.The geoid height was determined by GEOID03.
 KZ1185
 KZ1185.The dynamic height is computed by dividing the NAVD 88
 KZ1185.geopotential number by the normal gravity value computed on the
 KZ1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1185.degrees latitude (g = 980.6199 gals.).
 KZ1185
 KZ1185.The modeled gravity was interpolated from observed gravity values.
 KZ1185
 KZ1185;                    North         East    Units  Estimated Accuracy
 KZ1185;SPC OH N     -   134,900.      586,560.      MT  (+/- 180 meters Scaled)
 KZ1185
 KZ1185                          SUPERSEDED SURVEY CONTROL
 KZ1185
 KZ1185  NGVD 29 (??/??/92)  330.379  (m)         1083.92   (f) ADJ UNCH    2 0
 KZ1185
 KZ1185.Superseded values are not recommended for survey control.
 KZ1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1185.See file dsdata.txt to determine how the superseded data were derived.
 KZ1185
 KZ1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF601269(NAD 83)
 KZ1185_MARKER: DB = BENCH MARK DISK
 KZ1185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1185_SP_SET: ABUTMENT
 KZ1185_STAMPING: J 249 1959
 KZ1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1185
 KZ1185  HISTORY     - Date     Condition        Report By
 KZ1185  HISTORY     - 1959     MONUMENTED       CGS
 KZ1185  HISTORY     - 1970     GOOD             NGS
 KZ1185  HISTORY     - 20040528 MARK NOT FOUND   USPSQD
 KZ1185
 KZ1185                          STATION DESCRIPTION
 KZ1185
 KZ1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1185'AT SHELBY.
 KZ1185'AT SHELBY, 0.15 MILE WEST ALONG STATE HIGHWAYS 39 AND 96 FROM
 KZ1185'THE JUNCTION OF HIGHWAY 39 S, 27 FEET SOUTH OF SOUTH CURB OF MAIN
 KZ1185'STREET, IN THE TOP OF STONE MASONRY WINGWALL OF EAST ABUTMENT OF
 KZ1185'MAIN STREET BRIDGE OVER BLACK FORK, 23 YARDS SOUTHWEST OF INTERSECTION
 KZ1185'OF MAIN STREET AND MOHICAN STREET LEADING NORTH, 31 1/2 FEET
 KZ1185'WEST-SOUTHWEST OF NORTHWEST CORNER OF FIRE STATION BUILDING, 11 FEET
 KZ1185'SOUTH OF A FIRE HYDRANT AND ABOUT LEVEL WITH HIGHWAY.
 KZ1185
 KZ1185                          STATION RECOVERY (1970)
 KZ1185
 KZ1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1185'RECOVERED IN GOOD CONDITION.
 KZ1185
 KZ1185                          STATION RECOVERY (2004)
 KZ1185
 KZ1185'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1185'WINGWALL REBUILT MARK NOT RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1741 ***********************************************************************
 KZ1741  DESIGNATION -  J 249 RESET
 KZ1741  PID         -  KZ1741
 KZ1741  STATE/COUNTY-  OH/RICHLAND
 KZ1741  USGS QUAD   -  SHELBY (1980)
 KZ1741
 KZ1741                         *CURRENT SURVEY CONTROL
 KZ1741  ___________________________________________________________________
 KZ1741* NAD 83(1986)-  40 52 53.     (N)    082 39 34.     (W)     SCALED    
 KZ1741* NAVD 88     -       331.07   (meters)    1086.2    (feet)  RESET     
 KZ1741  ___________________________________________________________________
 KZ1741  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KZ1741
 KZ1741  VERT ORDER  -  THIRD
 KZ1741
 KZ1741.The horizontal coordinates were scaled from a topographic map and have
 KZ1741.an estimated accuracy of +/- 6 seconds.
 KZ1741
 KZ1741.The orthometric height was computed from unverified reset data.
 KZ1741.No vertical observational check was made to the station.
 KZ1741
 KZ1741.The geoid height was determined by GEOID03.
 KZ1741
 KZ1741;                    North         East    Units  Estimated Accuracy
 KZ1741;SPC OH N     -   134,900.      586,560.      MT  (+/- 180 meters Scaled)
 KZ1741
 KZ1741                          SUPERSEDED SURVEY CONTROL
 KZ1741
 KZ1741  NGVD 29 (10/13/05)  331.21   (m)         1086.6    (f) RESET       3  
 KZ1741
 KZ1741.Superseded values are not recommended for survey control.
 KZ1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1741.See file dsdata.txt to determine how the superseded data were derived.
 KZ1741
 KZ1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF601269(NAD 83)
 KZ1741_MARKER: DB = BENCH MARK DISK
 KZ1741_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KZ1741_SP_SET: ABUTMENT
 KZ1741_STAMPING: J 249 RESET 1983
 KZ1741_MARK LOGO: NGS   
 KZ1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1741+STABILITY: SURFACE MOTION
 KZ1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ1741+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 KZ1741
 KZ1741  HISTORY     - Date     Condition        Report By
 KZ1741  HISTORY     - 1983     MONUMENTED       OHDT
 KZ1741  HISTORY     - 1991     GOOD             USPSQD
 KZ1741  HISTORY     - 20040524 GOOD             USPSQD
 KZ1741  HISTORY     - 20050914 GOOD             USPSQD
 KZ1741
 KZ1741                          STATION DESCRIPTION
 KZ1741
 KZ1741'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1983
 KZ1741'IN SHELBY.
 KZ1741'IN SHELBY, 0.15 MILE WEST ALONG STATE HIGHWAY 39 AND 96 FROM THE
 KZ1741'JUNCTION OF HIGHWAY 39 SOUTH, 38.5 FEET SOUTH OF THE CENTERLINE OF
 KZ1741'STATE HIGHWAY 39, 61.0 FEET SOUTHWEST OF THE INTERSECTION OF MAIN
 KZ1741'STREET AND MOHICAN STREET LEADING NORTH, 26.5 FEET WEST-SOUTHWEST
 KZ1741'OF THE NORTHWEST CORNER OF THE FIRE STATION BUILDING, 11.0 FEET
 KZ1741'SOUTH OF A FIRE HYDRANT, IN TOP OF EAST ABUTMENT OF THE RETAINING
 KZ1741'WALL OF THE MAIN STREET BRIDGE OVE BLACK FORK.
 KZ1741'THE MARK IS 3.0 FT ABOVE HIGHWAY.
 KZ1741
 KZ1741                          STATION RECOVERY (1991)
 KZ1741
 KZ1741'RECOVERY NOTE BY US POWER SQUADRON 1991 (TF)
 KZ1741'RECOVERED IN GOOD CONDITION.
 KZ1741
 KZ1741                          STATION RECOVERY (2004)
 KZ1741
 KZ1741'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1741'DELETE 11.0 FEET SOUTH OF A FIRE HYDRANT, TO  3 FEET WEST OF A FIRE
 KZ1741'HYDRANT IN TOP OF THE RETAINING WALL.
 KZ1741
 KZ1741                          STATION RECOVERY (2005)
 KZ1741
 KZ1741'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0649 ***********************************************************************
 KZ0649  DESIGNATION -  J 25
 KZ0649  PID         -  KZ0649
 KZ0649  STATE/COUNTY-  OH/HARDIN
 KZ0649  USGS QUAD   -  MT VICTORY (1980)
 KZ0649
 KZ0649                         *CURRENT SURVEY CONTROL
 KZ0649  ___________________________________________________________________
 KZ0649* NAD 83(1986)-  40 31 45.     (N)    083 33 52.     (W)     SCALED    
 KZ0649* NAVD 88     -       318.468  (meters)    1044.84   (feet)  ADJUSTED  
 KZ0649  ___________________________________________________________________
 KZ0649  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KZ0649  DYNAMIC HT  -         318.302 (meters)    1044.30  (feet)  COMP
 KZ0649  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 KZ0649
 KZ0649  VERT ORDER  -  SECOND    CLASS 0
 KZ0649
 KZ0649.The horizontal coordinates were scaled from a topographic map and have
 KZ0649.an estimated accuracy of +/- 6 seconds.
 KZ0649
 KZ0649.The orthometric height was determined by differential leveling
 KZ0649.and adjusted by the National Geodetic Survey in June 1991..
 KZ0649
 KZ0649.The geoid height was determined by GEOID03.
 KZ0649
 KZ0649.The dynamic height is computed by dividing the NAVD 88
 KZ0649.geopotential number by the normal gravity value computed on the
 KZ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0649.degrees latitude (g = 980.6199 gals.).
 KZ0649
 KZ0649.The modeled gravity was interpolated from observed gravity values.
 KZ0649
 KZ0649;                    North         East    Units  Estimated Accuracy
 KZ0649;SPC OH N     -    96,330.      509,810.      MT  (+/- 180 meters Scaled)
 KZ0649
 KZ0649                          SUPERSEDED SURVEY CONTROL
 KZ0649
 KZ0649  NGVD 29 (??/??/92)  318.658  (m)         1045.46   (f) ADJ UNCH    2 0
 KZ0649
 KZ0649.Superseded values are not recommended for survey control.
 KZ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0649.See file dsdata.txt to determine how the superseded data were derived.
 KZ0649
 KZ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE827896(NAD 83)
 KZ0649_MARKER: DB = BENCH MARK DISK
 KZ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0649_STAMPING: J 25 1934
 KZ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0649+STABILITY: SURFACE MOTION
 KZ0649
 KZ0649  HISTORY     - Date     Condition        Report By
 KZ0649  HISTORY     - 1934     MONUMENTED       CGS
 KZ0649  HISTORY     - 1936     GOOD             NGS
 KZ0649
 KZ0649                          STATION DESCRIPTION
 KZ0649
 KZ0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KZ0649'1.3 MI N FROM RIDGEWAY.
 KZ0649'1.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KZ0649'STATION AT RIDGEWAY, HARDIN COUNTY, 55 FEET NORTHEAST OF THE
 KZ0649'CROSSING OF THE EAST RAIL AND THE CENTERLINE OF STATE HIGHWAY 292,
 KZ0649'46.3 FEET EAST OF THE EAST RAIL, 27 FEET NORTH OF THE CENTERLINE
 KZ0649'OF THE HIGHWAY, AND ABOUT 3-1/2 FEET LOWER THAN THE TRACK.  A
 KZ0649'STANDARD DISK, STAMPED J 25 1934 AND SET IN THE TOP OF A CONCRETE
 KZ0649'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0339 ***********************************************************************
 KZ0339  DESIGNATION -  J 250
 KZ0339  PID         -  KZ0339
 KZ0339  STATE/COUNTY-  OH/ASHLAND
 KZ0339  USGS QUAD   -  PERRYSVILLE (1981)
 KZ0339
 KZ0339                         *CURRENT SURVEY CONTROL
 KZ0339  ___________________________________________________________________
 KZ0339* NAD 83(1986)-  40 42 06.     (N)    082 20 08.     (W)     SCALED    
 KZ0339* NAVD 88     -       307.034  (meters)    1007.33   (feet)  ADJUSTED  
 KZ0339  ___________________________________________________________________
 KZ0339  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KZ0339  DYNAMIC HT  -         306.887 (meters)    1006.85  (feet)  COMP
 KZ0339  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 KZ0339
 KZ0339  VERT ORDER  -  SECOND    CLASS 0
 KZ0339
 KZ0339.The horizontal coordinates were scaled from a topographic map and have
 KZ0339.an estimated accuracy of +/- 6 seconds.
 KZ0339
 KZ0339.The orthometric height was determined by differential leveling
 KZ0339.and adjusted by the National Geodetic Survey in June 1991..
 KZ0339
 KZ0339.The geoid height was determined by GEOID03.
 KZ0339
 KZ0339.The dynamic height is computed by dividing the NAVD 88
 KZ0339.geopotential number by the normal gravity value computed on the
 KZ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0339.degrees latitude (g = 980.6199 gals.).
 KZ0339
 KZ0339.The modeled gravity was interpolated from observed gravity values.
 KZ0339
 KZ0339;                    North         East    Units  Estimated Accuracy
 KZ0339;SPC OH N     -   114,950.      613,900.      MT  (+/- 180 meters Scaled)
 KZ0339
 KZ0339                          SUPERSEDED SURVEY CONTROL
 KZ0339
 KZ0339  NGVD 29 (??/??/92)  307.206  (m)         1007.89   (f) ADJ UNCH    2 0
 KZ0339
 KZ0339.Superseded values are not recommended for survey control.
 KZ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0339.See file dsdata.txt to determine how the superseded data were derived.
 KZ0339
 KZ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF871064(NAD 83)
 KZ0339_MARKER: DB = BENCH MARK DISK
 KZ0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0339_SP_SET: CULVERT
 KZ0339_STAMPING: J 250 1959
 KZ0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0339
 KZ0339  HISTORY     - Date     Condition        Report By
 KZ0339  HISTORY     - 1959     MONUMENTED       CGS
 KZ0339  HISTORY     - 1970     GOOD             NGS
 KZ0339
 KZ0339                          STATION DESCRIPTION
 KZ0339
 KZ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0339'3.9 MI NW FROM PERRYSVILLE.
 KZ0339'ABOUT 3.9 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE SCHOOL
 KZ0339'AT PERRYSVILLE, 0.15 MILE NORTHWEST OF THE JUNCTION OF COUNTY
 KZ0339'ROAD 18 LEADING SOUTHWEST, 60 YARDS SOUTHEAST OF THE JUNCTION
 KZ0339'OF A DRIVE NORTH AND UPHILL TO A TWO-STORY WHITE PAINTED BRICK
 KZ0339'FARMHOUSE, ABOUT 60 YARDS SOUTHEAST OF A DRIVE LEADING SOUTHWEST
 KZ0339'TO A LARGE BARN, 14 1/2 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 KZ0339'IN TOP OF SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A 6-FOOT
 KZ0339'CONCRETE CULVERT FOR CREEK BRNACH AND ALSO USED AS A CATTLE
 KZ0339'PASS, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  ALSO
 KZ0339'ABOUT 0.3 MILE SOUTHEAST OF THE RICHLAND - ASHLAND COUNTY LINE
 KZ0339'SIGN.
 KZ0339
 KZ0339                          STATION RECOVERY (1970)
 KZ0339
 KZ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1726 ***********************************************************************
 KZ1726  DESIGNATION -  J 250 RESET
 KZ1726  PID         -  KZ1726
 KZ1726  STATE/COUNTY-  OH/ASHLAND
 KZ1726  USGS QUAD   -  PERRYSVILLE (1981)
 KZ1726
 KZ1726                         *CURRENT SURVEY CONTROL
 KZ1726  ___________________________________________________________________
 KZ1726* NAD 83(1986)-  40 42 06.     (N)    082 20 08.     (W)     SCALED    
 KZ1726* NAVD 88     -       306.16   (meters)    1004.5    (feet)  RESET     
 KZ1726  ___________________________________________________________________
 KZ1726  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KZ1726
 KZ1726  VERT ORDER  -  THIRD
 KZ1726
 KZ1726.The horizontal coordinates were scaled from a topographic map and have
 KZ1726.an estimated accuracy of +/- 6 seconds.
 KZ1726
 KZ1726.The orthometric height was computed from unverified reset data.
 KZ1726.No vertical observational check was made to the station.
 KZ1726
 KZ1726.The geoid height was determined by GEOID03.
 KZ1726
 KZ1726;                    North         East    Units  Estimated Accuracy
 KZ1726;SPC OH N     -   114,950.      613,900.      MT  (+/- 180 meters Scaled)
 KZ1726
 KZ1726                          SUPERSEDED SURVEY CONTROL
 KZ1726
 KZ1726  NGVD 29 (10/13/05)  306.33   (m)         1005.0    (f) RESET       3  
 KZ1726
 KZ1726.Superseded values are not recommended for survey control.
 KZ1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1726.See file dsdata.txt to determine how the superseded data were derived.
 KZ1726
 KZ1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF871064(NAD 83)
 KZ1726_MARKER: DB = BENCH MARK DISK
 KZ1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1726_STAMPING: J 250 RESET 1981
 KZ1726_MARK LOGO: NGS   
 KZ1726_PROJECTION: PROJECTING 5 CENTIMETERS
 KZ1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1726+STABILITY: SURFACE MOTION
 KZ1726
 KZ1726  HISTORY     - Date     Condition        Report By
 KZ1726  HISTORY     - 1981     MONUMENTED       NGS
 KZ1726
 KZ1726                          STATION DESCRIPTION
 KZ1726
 KZ1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KZ1726'3.9 MI NW FROM PERRYSVILLE.
 KZ1726'3.9 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE SCHOOL IN
 KZ1726'PERRYSVILLE, 0.15 MILE NORTHWEST OF THE JUNCTION OF COUNTY ROAD 18
 KZ1726'LEADING SOUTHWEST, 25.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KZ1726'HIGHWAY, 1.0 FOOT NORTH OF A FENCE, 2.0 FEET SOUTHEAST OF A TELEPHONE
 KZ1726'GUY WIRE, AND 73.0 FEET WEST OF THE CENTER OF A CULVERT AND ON THE
 KZ1726'OPPOSITE SIDE OF THE HIGHWAY FROM A POND.
 KZ1726'THE MARK IS 1.0 FT  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0307 ***********************************************************************
 KZ0307  DESIGNATION -  J 251
 KZ0307  PID         -  KZ0307
 KZ0307  STATE/COUNTY-  OH/RICHLAND
 KZ0307  USGS QUAD   -  LUCAS (1961)
 KZ0307
 KZ0307                         *CURRENT SURVEY CONTROL
 KZ0307  ___________________________________________________________________
 KZ0307* NAD 83(1986)-  40 39 40.     (N)    082 24 45.     (W)     SCALED    
 KZ0307* NAVD 88     -       344.169  (meters)    1129.16   (feet)  POSTED    
 KZ0307  ___________________________________________________________________
 KZ0307  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KZ0307  DYNAMIC HT  -         344.000 (meters)    1128.61  (feet)  COMP
 KZ0307  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 KZ0307
 KZ0307  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KZ0307
 KZ0307.The horizontal coordinates were scaled from a topographic map and have
 KZ0307.an estimated accuracy of +/- 6 seconds.
 KZ0307
 KZ0307.The orthometric height was determined by differential leveling
 KZ0307.and adjusted by the National Geodetic Survey in 1992..
 KZ0307.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KZ0307.rate of 4.1 thru 8.0 mm/km.
 KZ0307
 KZ0307.The geoid height was determined by GEOID03.
 KZ0307
 KZ0307.The dynamic height is computed by dividing the NAVD 88
 KZ0307.geopotential number by the normal gravity value computed on the
 KZ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0307.degrees latitude (g = 980.6199 gals.).
 KZ0307
 KZ0307.The modeled gravity was interpolated from observed gravity values.
 KZ0307
 KZ0307;                    North         East    Units  Estimated Accuracy
 KZ0307;SPC OH N     -   110,430.      607,400.      MT  (+/- 180 meters Scaled)
 KZ0307
 KZ0307                          SUPERSEDED SURVEY CONTROL
 KZ0307
 KZ0307  NGVD 29 (??/??/92)  344.339  (m)         1129.72   (f) ADJ UNCH    2 0
 KZ0307
 KZ0307.Superseded values are not recommended for survey control.
 KZ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0307.See file dsdata.txt to determine how the superseded data were derived.
 KZ0307
 KZ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF805020(NAD 83)
 KZ0307_MARKER: DB = BENCH MARK DISK
 KZ0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0307_SP_SET: ABUTMENT
 KZ0307_STAMPING: J 251 1959
 KZ0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0307
 KZ0307  HISTORY     - Date     Condition        Report By
 KZ0307  HISTORY     - 1959     MONUMENTED       CGS
 KZ0307  HISTORY     - 1971     GOOD             NGS
 KZ0307
 KZ0307                          STATION DESCRIPTION
 KZ0307
 KZ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0307'0.4 MI NW FROM PLEASANT VALLEY.
 KZ0307'ABOUT 0.45 MILE NORTHWEST ALONG PLEASANT VALLEY ROAD FROM THE
 KZ0307'LUTHERAN CHURCH AT PLEASANT VALLEY, 0.25 MILE SOUTHEAST OF THE
 KZ0307'JUNCTION OF MOFFET ROAD, 16 1/2 FEET NORTHEAST OF THE CENTER LINE
 KZ0307'OF ROAD, IN TOP OF THE FIRST STEP-DOWN OF THE EAST WING WALL OF THE
 KZ0307'SOUTHEAST ABUTMENT OF A 30-FOOT CONCRETE BRIDGE OVER A CREEK BRANCH,
 KZ0307'4 FEET EAST OF THE SOUTHEAST END OF THE CONCRETE BANISTER, AND
 KZ0307'ABOUT LEVEL WITH THE ROAD.
 KZ0307
 KZ0307                          STATION RECOVERY (1971)
 KZ0307
 KZ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0328 ***********************************************************************
 KZ0328  DESIGNATION -  J 252
 KZ0328  PID         -  KZ0328
 KZ0328  STATE/COUNTY-  OH/ASHLAND
 KZ0328  USGS QUAD   -  ASHLAND SOUTH (1982)
 KZ0328
 KZ0328                         *CURRENT SURVEY CONTROL
 KZ0328  ___________________________________________________________________
 KZ0328* NAD 83(1986)-  40 45 40.     (N)    082 21 34.     (W)     SCALED    
 KZ0328* NAVD 88     -       322.089  (meters)    1056.72   (feet)  ADJUSTED  
 KZ0328  ___________________________________________________________________
 KZ0328  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KZ0328  DYNAMIC HT  -         321.938 (meters)    1056.22  (feet)  COMP
 KZ0328  MODELED GRAV-     980,147.8   (mgal)                       NAVD 88
 KZ0328
 KZ0328  VERT ORDER  -  SECOND    CLASS 0
 KZ0328
 KZ0328.The horizontal coordinates were scaled from a topographic map and have
 KZ0328.an estimated accuracy of +/- 6 seconds.
 KZ0328
 KZ0328.The orthometric height was determined by differential leveling
 KZ0328.and adjusted by the National Geodetic Survey in June 1991..
 KZ0328
 KZ0328.The geoid height was determined by GEOID03.
 KZ0328
 KZ0328.The dynamic height is computed by dividing the NAVD 88
 KZ0328.geopotential number by the normal gravity value computed on the
 KZ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0328.degrees latitude (g = 980.6199 gals.).
 KZ0328
 KZ0328.The modeled gravity was interpolated from observed gravity values.
 KZ0328
 KZ0328;                    North         East    Units  Estimated Accuracy
 KZ0328;SPC OH N     -   121,540.      611,870.      MT  (+/- 180 meters Scaled)
 KZ0328
 KZ0328                          SUPERSEDED SURVEY CONTROL
 KZ0328
 KZ0328  NGVD 29 (??/??/92)  322.257  (m)         1057.27   (f) ADJ UNCH    2 0
 KZ0328
 KZ0328.Superseded values are not recommended for survey control.
 KZ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0328.See file dsdata.txt to determine how the superseded data were derived.
 KZ0328
 KZ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF852131(NAD 83)
 KZ0328_MARKER: DB = BENCH MARK DISK
 KZ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0328_STAMPING: J 252 1959
 KZ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0328+STABILITY: SURFACE MOTION
 KZ0328
 KZ0328  HISTORY     - Date     Condition        Report By
 KZ0328  HISTORY     - 1959     MONUMENTED       CGS
 KZ0328  HISTORY     - 1987     GOOD             USPSQD
 KZ0328
 KZ0328                          STATION DESCRIPTION
 KZ0328
 KZ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0328'1 MI S FROM MIFFLIN.
 KZ0328'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 603 FROM THE JUNCTION
 KZ0328'OF U.S. HIGHWAY 30 AT MIFFLIN, 0.35 MILE NORTH OF THE
 KZ0328'JUNCTION OF ROAD NO. 81 LEADING EAST, 0.1 MILE NORTH OF THE
 KZ0328'JUNCTION OF A BLACK TOP ROAD LEADING WEST, 95 YARDS SOUTHEAST
 KZ0328'OF THE TOP OF GRADES, 36 FEET NORTH OF THE CENTER LINE OF
 KZ0328'HIGHWAY AND AT OUTSIDE OF NORTH END OF CURVE, 3 FEET NORTHEAST
 KZ0328'OF A CABLE LINE POLE, AT THE SOUTHEAST END OF A CUT, 204 FEET
 KZ0328'NORTH-NORTHWEST OF THE EAST END OF A 80-INCH PIPE CULVERT UNDER
 KZ0328'HIGHWAY 603, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 KZ0328'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KZ0328
 KZ0328                          STATION RECOVERY (1987)
 KZ0328
 KZ0328'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 KZ0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0396 ***********************************************************************
 KZ0396  DESIGNATION -  J 253 RESET
 KZ0396  PID         -  KZ0396
 KZ0396  STATE/COUNTY-  OH/ASHLAND
 KZ0396  USGS QUAD   -  JELLOWAY (1982)
 KZ0396
 KZ0396                         *CURRENT SURVEY CONTROL
 KZ0396  ___________________________________________________________________
 KZ0396* NAD 83(1986)-  40 35 06.     (N)    082 15 39.     (W)     SCALED    
 KZ0396* NAVD 88     -       344.63   (meters)    1130.7    (feet)  RESET     
 KZ0396  ___________________________________________________________________
 KZ0396  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KZ0396
 KZ0396  VERT ORDER  -  THIRD
 KZ0396
 KZ0396.The horizontal coordinates were scaled from a topographic map and have
 KZ0396.an estimated accuracy of +/- 6 seconds.
 KZ0396
 KZ0396.The orthometric height was computed from unverified reset data.
 KZ0396.No vertical observational check was made to the station.
 KZ0396
 KZ0396.The geoid height was determined by GEOID03.
 KZ0396
 KZ0396;                    North         East    Units  Estimated Accuracy
 KZ0396;SPC OH N     -   102,010.      620,250.      MT  (+/- 180 meters Scaled)
 KZ0396
 KZ0396                          SUPERSEDED SURVEY CONTROL
 KZ0396
 KZ0396  NGVD 29 (10/13/05)  344.82   (m)         1131.3    (f) RESET       3  
 KZ0396
 KZ0396.Superseded values are not recommended for survey control.
 KZ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0396.See file dsdata.txt to determine how the superseded data were derived.
 KZ0396
 KZ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE932934(NAD 83)
 KZ0396_MARKER: Z = SEE DESCRIPTION
 KZ0396_SETTING: 66 = SET IN ROCK OUTCROP
 KZ0396_SP_SET: ROCK CUT
 KZ0396_STAMPING: J 253 RESET 1975
 KZ0396_MARK LOGO: NGS   
 KZ0396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KZ0396+STABILITY: POSITION/ELEVATION WELL
 KZ0396
 KZ0396  HISTORY     - Date     Condition        Report By
 KZ0396  HISTORY     - 1975     MONUMENTED       NGS
 KZ0396  HISTORY     - 19860627 GOOD             OHDT
 KZ0396  HISTORY     - 1991     GOOD             USPSQD
 KZ0396
 KZ0396                          STATION DESCRIPTION
 KZ0396
 KZ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KZ0396'4.5 MI SW FROM LOUDONVILLE.
 KZ0396'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL
 KZ0396'AT LOUDONVILLE, 0.8 MILE SOUTH SOUTHEAST AND UPHILL FROM THE
 KZ0396'BRIDGE OVER PINE RUN, 46 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KZ0396'1 FOOT NORTH OF A METAL WITNESS POST, 100 FEET NORTHWEST OF THE
 KZ0396'NORTH END OF A GUARD RAIL, ON THE OPPOSITE SIDE OF THE ROAD FROM
 KZ0396'A SANDSTONE ROCK CUT (SOUTH END).  THE MONUMENT PROJECTS 3 INCHES.
 KZ0396
 KZ0396                          STATION RECOVERY (1986)
 KZ0396
 KZ0396'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1986 (DJD)
 KZ0396'RECOVERED IN GOOD CONDITION.
 KZ0396
 KZ0396                          STATION RECOVERY (1991)
 KZ0396
 KZ0396'RECOVERY NOTE BY US POWER SQUADRON 1991 (ES)
 KZ0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0782 ***********************************************************************
 KZ0782  DESIGNATION -  J 254
 KZ0782  PID         -  KZ0782
 KZ0782  STATE/COUNTY-  OH/KNOX
 KZ0782  USGS QUAD   -  MT VERNON (1982)
 KZ0782
 KZ0782                         *CURRENT SURVEY CONTROL
 KZ0782  ___________________________________________________________________
 KZ0782* NAD 83(1986)-  40 25 07.     (N)    082 27 45.     (W)     SCALED    
 KZ0782* NAVD 88     -       337.393  (meters)    1106.93   (feet)  ADJUSTED  
 KZ0782  ___________________________________________________________________
 KZ0782  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KZ0782  DYNAMIC HT  -         337.220 (meters)    1106.36  (feet)  COMP
 KZ0782  MODELED GRAV-     980,103.4   (mgal)                       NAVD 88
 KZ0782
 KZ0782  VERT ORDER  -  SECOND    CLASS 0
 KZ0782
 KZ0782.The horizontal coordinates were scaled from a topographic map and have
 KZ0782.an estimated accuracy of +/- 6 seconds.
 KZ0782
 KZ0782.The orthometric height was determined by differential leveling
 KZ0782.and adjusted by the National Geodetic Survey in June 1991..
 KZ0782
 KZ0782.The geoid height was determined by GEOID03.
 KZ0782
 KZ0782.The dynamic height is computed by dividing the NAVD 88
 KZ0782.geopotential number by the normal gravity value computed on the
 KZ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0782.degrees latitude (g = 980.6199 gals.).
 KZ0782
 KZ0782.The modeled gravity was interpolated from observed gravity values.
 KZ0782
 KZ0782;                    North         East    Units  Estimated Accuracy
 KZ0782;SPC OH N     -    83,500.      603,180.      MT  (+/- 180 meters Scaled)
 KZ0782
 KZ0782                          SUPERSEDED SURVEY CONTROL
 KZ0782
 KZ0782  NGVD 29 (??/??/92)  337.574  (m)         1107.52   (f) ADJ UNCH    2 0
 KZ0782
 KZ0782.Superseded values are not recommended for survey control.
 KZ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0782.See file dsdata.txt to determine how the superseded data were derived.
 KZ0782
 KZ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE759752(NAD 83)
 KZ0782_MARKER: DB = BENCH MARK DISK
 KZ0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0782_STAMPING: J 254 1959
 KZ0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0782+STABILITY: SURFACE MOTION
 KZ0782
 KZ0782  HISTORY     - Date     Condition        Report By
 KZ0782  HISTORY     - 1959     MONUMENTED       CGS
 KZ0782
 KZ0782                          STATION DESCRIPTION
 KZ0782
 KZ0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0782'2.3 MI NE FROM MT VERNON.
 KZ0782'ABOUT 2.3 MILE NORTHEAST ALONG STATE HIGHWAY 3 FROM THE PUBLIC
 KZ0782'SQUARE AT MT. VERNON, ABOUT 0.45 MILE NORTHEAST OF THE ENTRANCE
 KZ0782'TO MAIN BUILDING OF MT. VERNON ACADEMY AT ACADEMIA, AT THE
 KZ0782'JUNCTION OF A DRIVE LEADING SOUTH-SOUTHEAST TO A FRUIT FARM, 47
 KZ0782'FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AND AT NORTHEAST END
 KZ0782'OF CUT AND SOUTHWEST END OF FILL, 22 1/2 FEET NORTHEAST OF CENTER
 KZ0782'LINE OF DRIVE TO FARM, 24 FEET NORTH OF A BOARD FENCE CORNER,
 KZ0782'21 FEET SOUTH OF A CABLE LINE POLE, 33.2 FEET SOUTH-SOUTHEAST
 KZ0782'OF THE SOUTHWEST END POST OF A GUARD-RAIL, 2.3 FEET SOUTHWEST
 KZ0782'OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KZ0782'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KZ0782'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0132 ***********************************************************************
 KZ0132  DESIGNATION -  J 255
 KZ0132  PID         -  KZ0132
 KZ0132  STATE/COUNTY-  OH/ASHLAND
 KZ0132  USGS QUAD   -  OLIVESBURG (1981)
 KZ0132
 KZ0132                         *CURRENT SURVEY CONTROL
 KZ0132  ___________________________________________________________________
 KZ0132* NAD 83(1986)-  40 54 45.     (N)    082 24 25.     (W)     SCALED    
 KZ0132* NAVD 88     -       365.698  (meters)    1199.79   (feet)  ADJUSTED  
 KZ0132  ___________________________________________________________________
 KZ0132  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KZ0132  DYNAMIC HT  -         365.528 (meters)    1199.24  (feet)  COMP
 KZ0132  MODELED GRAV-     980,149.1   (mgal)                       NAVD 88
 KZ0132
 KZ0132  VERT ORDER  -  SECOND    CLASS 0
 KZ0132
 KZ0132.The horizontal coordinates were scaled from a topographic map and have
 KZ0132.an estimated accuracy of +/- 6 seconds.
 KZ0132
 KZ0132.The orthometric height was determined by differential leveling
 KZ0132.and adjusted by the National Geodetic Survey in June 1991..
 KZ0132
 KZ0132.The geoid height was determined by GEOID03.
 KZ0132
 KZ0132.The dynamic height is computed by dividing the NAVD 88
 KZ0132.geopotential number by the normal gravity value computed on the
 KZ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0132.degrees latitude (g = 980.6199 gals.).
 KZ0132
 KZ0132.The modeled gravity was interpolated from observed gravity values.
 KZ0132
 KZ0132;                    North         East    Units  Estimated Accuracy
 KZ0132;SPC OH N     -   138,350.      607,840.      MT  (+/- 180 meters Scaled)
 KZ0132
 KZ0132                          SUPERSEDED SURVEY CONTROL
 KZ0132
 KZ0132  NGVD 29 (??/??/92)  365.866  (m)         1200.35   (f) ADJ UNCH    2 0
 KZ0132
 KZ0132.Superseded values are not recommended for survey control.
 KZ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0132.See file dsdata.txt to determine how the superseded data were derived.
 KZ0132
 KZ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF815299(NAD 83)
 KZ0132_MARKER: DB = BENCH MARK DISK
 KZ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0132_STAMPING: J 255 1959
 KZ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0132+STABILITY: SURFACE MOTION
 KZ0132
 KZ0132  HISTORY     - Date     Condition        Report By
 KZ0132  HISTORY     - 1959     MONUMENTED       CGS
 KZ0132  HISTORY     - 1970     GOOD             NGS
 KZ0132  HISTORY     - 1991     GOOD             USPSQD
 KZ0132
 KZ0132                          STATION DESCRIPTION
 KZ0132
 KZ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0132'2.2 MI NE FROM OLIVESBURG.
 KZ0132'ABOUT 2.15 MILES NORTHEAST ALONG STATE HIGHWAY 545 FROM THE
 KZ0132'JUNCTION OF STATE HIGHWAY 603 AT OLIVESBURG, AT THE JUNCTION OF A
 KZ0132'GRADED ROAD LEADING SOUTH, 27 1/2 FEET SOUTHEAST OF THE CENTER
 KZ0132'LINE OF THE HIGHWAY, 27 1/2 FEET EAST OF THE CENTER OF THE JUNCTION,
 KZ0132'2 FEET SOUTHWEST OF A TELEPHONE LINE JUNCTION POLE AND IS IN
 KZ0132'LINE WITH THE ROW OF POLES TO THE NORTH, 12 FEET SOUTHEAST OF THE
 KZ0132'NORTHEAST END OF A 18-INCH PIPE CULVERT UNDER THE ROAD SOUTH,
 KZ0132'2 FEET NORTH OF A STEEL WITNESS POST, ABOUT 2 FEET ABOVE THE
 KZ0132'LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KZ0132'5 INCHES.
 KZ0132
 KZ0132                          STATION RECOVERY (1970)
 KZ0132
 KZ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0132'RECOVERED IN GOOD CONDITION.
 KZ0132
 KZ0132                          STATION RECOVERY (1991)
 KZ0132
 KZ0132'RECOVERY NOTE BY US POWER SQUADRON 1991 (DE)
 KZ0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0147 ***********************************************************************
 KZ0147  DESIGNATION -  J 256
 KZ0147  PID         -  KZ0147
 KZ0147  STATE/COUNTY-  OH/RICHLAND
 KZ0147  USGS QUAD   -  PAVONIA (1984)
 KZ0147
 KZ0147                         *CURRENT SURVEY CONTROL
 KZ0147  ___________________________________________________________________
 KZ0147* NAD 83(1986)-  40 49 40.     (N)    082 27 16.     (W)     SCALED    
 KZ0147* NAVD 88     -       330.353  (meters)    1083.83   (feet)  ADJUSTED  
 KZ0147  ___________________________________________________________________
 KZ0147  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KZ0147  DYNAMIC HT  -         330.196 (meters)    1083.32  (feet)  COMP
 KZ0147  MODELED GRAV-     980,138.9   (mgal)                       NAVD 88
 KZ0147
 KZ0147  VERT ORDER  -  SECOND    CLASS 0
 KZ0147
 KZ0147.The horizontal coordinates were scaled from a topographic map and have
 KZ0147.an estimated accuracy of +/- 6 seconds.
 KZ0147
 KZ0147.The orthometric height was determined by differential leveling
 KZ0147.and adjusted by the National Geodetic Survey in June 1991..
 KZ0147
 KZ0147.The geoid height was determined by GEOID03.
 KZ0147
 KZ0147.The dynamic height is computed by dividing the NAVD 88
 KZ0147.geopotential number by the normal gravity value computed on the
 KZ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0147.degrees latitude (g = 980.6199 gals.).
 KZ0147
 KZ0147.The modeled gravity was interpolated from observed gravity values.
 KZ0147
 KZ0147;                    North         East    Units  Estimated Accuracy
 KZ0147;SPC OH N     -   128,940.      603,840.      MT  (+/- 180 meters Scaled)
 KZ0147
 KZ0147                          SUPERSEDED SURVEY CONTROL
 KZ0147
 KZ0147  NGVD 29 (??/??/92)  330.518  (m)         1084.37   (f) ADJ UNCH    2 0
 KZ0147
 KZ0147.Superseded values are not recommended for survey control.
 KZ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0147.See file dsdata.txt to determine how the superseded data were derived.
 KZ0147
 KZ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF773206(NAD 83)
 KZ0147_MARKER: DB = BENCH MARK DISK
 KZ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0147_STAMPING: J 256 1959
 KZ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0147+STABILITY: SURFACE MOTION
 KZ0147
 KZ0147  HISTORY     - Date     Condition        Report By
 KZ0147  HISTORY     - 1959     MONUMENTED       CGS
 KZ0147  HISTORY     - 1970     GOOD             NGS
 KZ0147  HISTORY     - 1987     GOOD             OHDT
 KZ0147
 KZ0147                          STATION DESCRIPTION
 KZ0147
 KZ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0147'0.8 MI W FROM PAVONIA.
 KZ0147'ABOUT 0.75 MILE WEST ALONG PAVONIA ROAD FROM THE METHODIST CHURCH
 KZ0147'AT PAVONIA, ON THE OUTSIDE AND NEAR THE EAST END OF A CURVE WITH
 KZ0147'TANGENTS EXTENDING EAST AND NORTHWEST, 19 FEET SOUTH OF THE
 KZ0147'CENTER LINE OF THE ROAD, 94 FEET EAST OF THE SOUTH END OF A 30-INCH
 KZ0147'PIPE CULVERT WITH A CONCRETE HEAD WALL, 2 1/2 FEET SOUTHWEST
 KZ0147'OF THE SECOND POWER LINE POLE EAST OF WHERE THE POWER LINE CROSSES
 KZ0147'OVER THE ROAD, 2 FEET EAST OF A STEEL WITNESS POST, ABOUT 1 FOOT
 KZ0147'BELOW THE LEVEL OF THE ROD, AND SET IN TOP OF A CONCRETE POST
 KZ0147'PROJECTING 4 INCHES.
 KZ0147
 KZ0147                          STATION RECOVERY (1970)
 KZ0147
 KZ0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ0147'RECOVERED IN GOOD CONDITION.
 KZ0147
 KZ0147                          STATION RECOVERY (1987)
 KZ0147
 KZ0147'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0546 ***********************************************************************
 KZ0546  DESIGNATION -  J 257
 KZ0546  PID         -  KZ0546
 KZ0546  STATE/COUNTY-  OH/WAYNE
 KZ0546  USGS QUAD   -  SHREVE (1978)
 KZ0546
 KZ0546                         *CURRENT SURVEY CONTROL
 KZ0546  ___________________________________________________________________
 KZ0546* NAD 83(1986)-  40 44 17.     (N)    082 06 19.     (W)     SCALED    
 KZ0546* NAVD 88     -       307.786  (meters)    1009.79   (feet)  ADJUSTED  
 KZ0546  ___________________________________________________________________
 KZ0546  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KZ0546  DYNAMIC HT  -         307.643 (meters)    1009.33  (feet)  COMP
 KZ0546  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 KZ0546
 KZ0546  VERT ORDER  -  SECOND    CLASS 0
 KZ0546
 KZ0546.The horizontal coordinates were scaled from a topographic map and have
 KZ0546.an estimated accuracy of +/- 6 seconds.
 KZ0546
 KZ0546.The orthometric height was determined by differential leveling
 KZ0546.and adjusted by the National Geodetic Survey in June 1991..
 KZ0546
 KZ0546.The geoid height was determined by GEOID03.
 KZ0546
 KZ0546.The dynamic height is computed by dividing the NAVD 88
 KZ0546.geopotential number by the normal gravity value computed on the
 KZ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0546.degrees latitude (g = 980.6199 gals.).
 KZ0546
 KZ0546.The modeled gravity was interpolated from observed gravity values.
 KZ0546
 KZ0546;                    North         East    Units  Estimated Accuracy
 KZ0546;SPC OH N     -   119,050.      633,340.      MT  (+/- 180 meters Scaled)
 KZ0546
 KZ0546                          SUPERSEDED SURVEY CONTROL
 KZ0546
 KZ0546  NGVD 29 (??/??/92)  307.980  (m)         1010.43   (f) ADJ UNCH    2 0
 KZ0546
 KZ0546.Superseded values are not recommended for survey control.
 KZ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0546.See file dsdata.txt to determine how the superseded data were derived.
 KZ0546
 KZ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF066102(NAD 83)
 KZ0546_MARKER: DB = BENCH MARK DISK
 KZ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0546_STAMPING: J 257 1959
 KZ0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0546+STABILITY: SURFACE MOTION
 KZ0546
 KZ0546  HISTORY     - Date     Condition        Report By
 KZ0546  HISTORY     - 1959     MONUMENTED       CGS
 KZ0546
 KZ0546                          STATION DESCRIPTION
 KZ0546
 KZ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0546'1.1 MI SE FROM FUNK.
 KZ0546'ABOUT 1.1 MILES SOUTHEAST ALONG COUNTY ROAD 16 FROM THE INTERSECTION
 KZ0546'OF STATE HIGHWAY 95 AT FUNK, 0.3 MILE NORTH OF THE INTERSECTION
 KZ0546'OF COUNTY ROAD 224, 15 1/2 FEET EAST OF THE CENTER LINE OF THE
 KZ0546'ROAD, 132 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM THE SOUTHEAST
 KZ0546'CORNER OF THE NORTHEAST WING OF A LARGE WHITE PAINTED BARN, 39 1/2
 KZ0546'FEET NORTH OF THE NORTHEAST CORNER OF A 5-FOOT CONCRETE BOX
 KZ0546'CULVERT, 14 FEET NORTH OF A 36-INCH WALNUT TREE, 2 FEET WEST OF A
 KZ0546'FENCE LINE, 2 FEET NORTH OF A STEEL WITNESS POST, ABOUT 1 FOOT
 KZ0546'BELOW THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST
 KZ0546'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1603 ***********************************************************************
 KY1603  DESIGNATION -  J 258
 KY1603  PID         -  KY1603
 KY1603  STATE/COUNTY-  OH/WAYNE
 KY1603  USGS QUAD   -  HOLMESVILLE (1994)
 KY1603
 KY1603                         *CURRENT SURVEY CONTROL
 KY1603  ___________________________________________________________________
 KY1603* NAD 83(1986)-  40 41 49.     (N)    081 57 05.     (W)     SCALED    
 KY1603* NAVD 88     -       328.684  (meters)    1078.36   (feet)  ADJUSTED  
 KY1603  ___________________________________________________________________
 KY1603  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KY1603  DYNAMIC HT  -         328.532 (meters)    1077.86  (feet)  COMP
 KY1603  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 KY1603
 KY1603  VERT ORDER  -  SECOND    CLASS 0
 KY1603
 KY1603.The horizontal coordinates were scaled from a topographic map and have
 KY1603.an estimated accuracy of +/- 6 seconds.
 KY1603
 KY1603.The orthometric height was determined by differential leveling
 KY1603.and adjusted by the National Geodetic Survey in June 1991..
 KY1603
 KY1603.The geoid height was determined by GEOID03.
 KY1603
 KY1603.The dynamic height is computed by dividing the NAVD 88
 KY1603.geopotential number by the normal gravity value computed on the
 KY1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1603.degrees latitude (g = 980.6199 gals.).
 KY1603
 KY1603.The modeled gravity was interpolated from observed gravity values.
 KY1603
 KY1603;                    North         East    Units  Estimated Accuracy
 KY1603;SPC OH N     -   114,550.      646,370.      MT  (+/- 180 meters Scaled)
 KY1603
 KY1603                          SUPERSEDED SURVEY CONTROL
 KY1603
 KY1603  NGVD 29 (??/??/92)  328.893  (m)         1079.04   (f) ADJ UNCH    2 0
 KY1603
 KY1603.Superseded values are not recommended for survey control.
 KY1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1603.See file dsdata.txt to determine how the superseded data were derived.
 KY1603
 KY1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF196055(NAD 83)
 KY1603_MARKER: DB = BENCH MARK DISK
 KY1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1603_STAMPING: J 258 1959
 KY1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1603+STABILITY: SURFACE MOTION
 KY1603
 KY1603  HISTORY     - Date     Condition        Report By
 KY1603  HISTORY     - 1959     MONUMENTED       CGS
 KY1603  HISTORY     - 1971     GOOD             OHDT
 KY1603
 KY1603                          STATION DESCRIPTION
 KY1603
 KY1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1603'1 MI S FROM MORELAND.
 KY1603'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 76 FROM THE
 KY1603'INTERSECTION OF COUNTY ROAD 77 AT MORELAND, AT THE INTERSECTION
 KY1603'OF COUNTY ROAD 204, 37 FEET SOUTHWEST OF THE CENTER OF THE
 KY1603'INTERSECTION, 28 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KY1603'22 FEET SOUTH OF THE CENTER LINE OF ROAD 204 LEADING WEST, 48
 KY1603'FEET EAST OF THE FIRST POWER LINE POLE WEST OF THE HIGHWAY AND
 KY1603'IS IN LINE WITH THE ROW OF POLES, 2 FEET NORTH OF A STEEL
 KY1603'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN TOP OF A
 KY1603'CONCRETE POST PROJECTING 3 INCHES.
 KY1603
 KY1603                          STATION RECOVERY (1971)
 KY1603
 KY1603'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0503 ***********************************************************************
 KZ0503  DESIGNATION -  J 259
 KZ0503  PID         -  KZ0503
 KZ0503  STATE/COUNTY-  OH/HOLMES
 KZ0503  USGS QUAD   -  GLENMONT (1962)
 KZ0503
 KZ0503                         *CURRENT SURVEY CONTROL
 KZ0503  ___________________________________________________________________
 KZ0503* NAD 83(1986)-  40 34 59.     (N)    082 03 16.     (W)     SCALED    
 KZ0503* NAVD 88     -       334.212  (meters)    1096.49   (feet)  ADJUSTED  
 KZ0503  ___________________________________________________________________
 KZ0503  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KZ0503  DYNAMIC HT  -         334.051 (meters)    1095.97  (feet)  COMP
 KZ0503  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 KZ0503
 KZ0503  VERT ORDER  -  SECOND    CLASS 0
 KZ0503
 KZ0503.The horizontal coordinates were scaled from a topographic map and have
 KZ0503.an estimated accuracy of +/- 6 seconds.
 KZ0503
 KZ0503.The orthometric height was determined by differential leveling
 KZ0503.and adjusted by the National Geodetic Survey in June 1991..
 KZ0503
 KZ0503.The geoid height was determined by GEOID03.
 KZ0503
 KZ0503.The dynamic height is computed by dividing the NAVD 88
 KZ0503.geopotential number by the normal gravity value computed on the
 KZ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0503.degrees latitude (g = 980.6199 gals.).
 KZ0503
 KZ0503.The modeled gravity was interpolated from observed gravity values.
 KZ0503
 KZ0503;                    North         East    Units  Estimated Accuracy
 KZ0503;SPC OH N     -   101,860.      637,720.      MT  (+/- 180 meters Scaled)
 KZ0503
 KZ0503                          SUPERSEDED SURVEY CONTROL
 KZ0503
 KZ0503  NGVD 29 (??/??/92)  334.417  (m)         1097.17   (f) ADJ UNCH    2 0
 KZ0503
 KZ0503.Superseded values are not recommended for survey control.
 KZ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0503.See file dsdata.txt to determine how the superseded data were derived.
 KZ0503
 KZ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME107930(NAD 83)
 KZ0503_MARKER: DB = BENCH MARK DISK
 KZ0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0503_SP_SET: CULVERT
 KZ0503_STAMPING: J 259 1959
 KZ0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0503
 KZ0503  HISTORY     - Date     Condition        Report By
 KZ0503  HISTORY     - 1959     MONUMENTED       CGS
 KZ0503  HISTORY     - 1971     GOOD             NGS
 KZ0503
 KZ0503                          STATION DESCRIPTION
 KZ0503
 KZ0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0503'3.4 MI SE FROM NASHVILLE.
 KZ0503'ABOUT 3.45 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE
 KZ0503'INTERSECTION OF STATE HIGHWAY 514 AT NASHVILLE, 0.15 MILE
 KZ0503'SOUTHEAST OF A 20-FOOT CONCRETE BRIDGE OVER A SMALL CREEK,
 KZ0503'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND
 KZ0503'NORTHWEST, 17 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KZ0503'IN TOP OF THE WEST END OF THE SOUTH HEAD WALL TO A 6-FOOT CONCRETE
 KZ0503'BOX CULVERT, 1/2 FOOT EAST OF THE WEST END OF THE HEAD WALL, AND
 KZ0503'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KZ0503
 KZ0503                          STATION RECOVERY (1971)
 KZ0503
 KZ0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1657 ***********************************************************************
 KZ1657  DESIGNATION -  J 26
 KZ1657  PID         -  KZ1657
 KZ1657  STATE/COUNTY-  OH/LOGAN
 KZ1657  USGS QUAD   -  ZANESFIELD (1972)
 KZ1657
 KZ1657                         *CURRENT SURVEY CONTROL
 KZ1657  ___________________________________________________________________
 KZ1657* NAD 83(1986)-  40 20 17.     (N)    083 44 44.     (W)     SCALED    
 KZ1657* NAVD 88     -       382.404  (meters)    1254.60   (feet)  ADJUSTED  
 KZ1657  ___________________________________________________________________
 KZ1657  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KZ1657  DYNAMIC HT  -         382.201 (meters)    1253.94  (feet)  COMP
 KZ1657  MODELED GRAV-     980,082.8   (mgal)                       NAVD 88
 KZ1657
 KZ1657  VERT ORDER  -  SECOND    CLASS 0
 KZ1657
 KZ1657.The horizontal coordinates were scaled from a topographic map and have
 KZ1657.an estimated accuracy of +/- 6 seconds.
 KZ1657
 KZ1657.The orthometric height was determined by differential leveling
 KZ1657.and adjusted by the National Geodetic Survey in June 1991..
 KZ1657
 KZ1657.The geoid height was determined by GEOID03.
 KZ1657
 KZ1657.The dynamic height is computed by dividing the NAVD 88
 KZ1657.geopotential number by the normal gravity value computed on the
 KZ1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1657.degrees latitude (g = 980.6199 gals.).
 KZ1657
 KZ1657.The modeled gravity was interpolated from observed gravity values.
 KZ1657
 KZ1657;                    North         East    Units  Estimated Accuracy
 KZ1657;SPC OH N     -    75,310.      494,170.      MT  (+/- 180 meters Scaled)
 KZ1657
 KZ1657                          SUPERSEDED SURVEY CONTROL
 KZ1657
 KZ1657  NGVD 29 (??/??/92)  382.608  (m)         1255.27   (f) ADJ UNCH    2 0
 KZ1657
 KZ1657.Superseded values are not recommended for survey control.
 KZ1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1657.See file dsdata.txt to determine how the superseded data were derived.
 KZ1657
 KZ1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE667688(NAD 83)
 KZ1657_MARKER: DB = BENCH MARK DISK
 KZ1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1657_STAMPING: J 26 1934
 KZ1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1657+STABILITY: SURFACE MOTION
 KZ1657
 KZ1657  HISTORY     - Date     Condition        Report By
 KZ1657  HISTORY     - 1934     MONUMENTED       CGS
 KZ1657  HISTORY     - 1960     GOOD             NGS
 KZ1657  HISTORY     - 1963     POOR             NGS
 KZ1657
 KZ1657                          STATION DESCRIPTION
 KZ1657
 KZ1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KZ1657'1 MI SE FROM BELLEFONTAINE.
 KZ1657'1.0 MILE SOUTHEAST OF BELLEFONTAINE, AT THE INTERSECTION OF C.H.
 KZ1657'NO. 1 AND C.H. NO. 181, 12 FEET SOUTH OF THE CENTERLINE OF C.H.
 KZ1657'NO. 181, AND 150 FEET EAST OF THE CENTERLINE OF C.H. NO. 1.  A
 KZ1657'STANDARD DISK, STAMPED J 26 1934 AND SET IN THE TOP OF A CONCRETE
 KZ1657'POST.
 KZ1657
 KZ1657                          STATION RECOVERY (1963)
 KZ1657
 KZ1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KZ1657'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1575 ***********************************************************************
 KY1575  DESIGNATION -  J 260
 KY1575  PID         -  KY1575
 KY1575  STATE/COUNTY-  OH/WAYNE
 KY1575  USGS QUAD   -  WOOSTER (1994)
 KY1575
 KY1575                         *CURRENT SURVEY CONTROL
 KY1575  ___________________________________________________________________
 KY1575* NAD 83(1986)-  40 47 55.     (N)    081 56 56.     (W)     SCALED    
 KY1575* NAVD 88     -       265.545  (meters)     871.21   (feet)  ADJUSTED  
 KY1575  ___________________________________________________________________
 KY1575  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KY1575  DYNAMIC HT  -         265.425 (meters)     870.82  (feet)  COMP
 KY1575  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 KY1575
 KY1575  VERT ORDER  -  SECOND    CLASS 0
 KY1575
 KY1575.The horizontal coordinates were scaled from a topographic map and have
 KY1575.an estimated accuracy of +/- 6 seconds.
 KY1575
 KY1575.The orthometric height was determined by differential leveling
 KY1575.and adjusted by the National Geodetic Survey in June 1991..
 KY1575
 KY1575.The geoid height was determined by GEOID03.
 KY1575
 KY1575.The dynamic height is computed by dividing the NAVD 88
 KY1575.geopotential number by the normal gravity value computed on the
 KY1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1575.degrees latitude (g = 980.6199 gals.).
 KY1575
 KY1575.The modeled gravity was interpolated from observed gravity values.
 KY1575
 KY1575;                    North         East    Units  Estimated Accuracy
 KY1575;SPC OH N     -   125,850.      646,510.      MT  (+/- 180 meters Scaled)
 KY1575
 KY1575                          SUPERSEDED SURVEY CONTROL
 KY1575
 KY1575  NGVD 29 (??/??/92)  265.755  (m)          871.90   (f) ADJ UNCH    2 0
 KY1575
 KY1575.Superseded values are not recommended for survey control.
 KY1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1575.See file dsdata.txt to determine how the superseded data were derived.
 KY1575
 KY1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF199168(NAD 83)
 KY1575_MARKER: DB = BENCH MARK DISK
 KY1575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1575_SP_SET: ABUTMENT
 KY1575_STAMPING: J 260 1959
 KY1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY1575+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 KY1575
 KY1575  HISTORY     - Date     Condition        Report By
 KY1575  HISTORY     - 1959     MONUMENTED       CGS
 KY1575  HISTORY     - 20030703 GOOD             OHDT
 KY1575
 KY1575                          STATION DESCRIPTION
 KY1575
 KY1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1575'AT WOOSTER.
 KY1575'AT WOOSTER, ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE
 KY1575'COURT HOUSE, AT THE JUNCTION OF LIBERTY AND VANOVER STREETS, IN
 KY1575'THE TOP OF NORTHEAST END OF SOUTHEAST ABUTMENT OF A 30-FOOT
 KY1575'BRIDGE OVER A SMALL STREAM, 32 FEET NORTHEAST OF CENTER LINE OF
 KY1575'HIGHWAY, 2 FEET SOUTHWEST OF NORTHEAST END OF CENTER STEP OF
 KY1575'ABUTMENT AND 1 1/2 FEET BELOW LEVEL OF HIGHWAY.
 KY1575
 KY1575                          STATION RECOVERY (2003)
 KY1575
 KY1575'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2003 (JAS)
 KY1575'LOCATED ON NORTHEAST ABUTMENT OF CONCRETE BRIDGE ON LIBERTY STREET,
 KY1575'JUST WEST OF INTERSECTION WITH VANOVER STREET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0507 ***********************************************************************
 KZ0507  DESIGNATION -  J 261
 KZ0507  PID         -  KZ0507
 KZ0507  STATE/COUNTY-  OH/HOLMES
 KZ0507  USGS QUAD   -  GLENMONT (1962)
 KZ0507
 KZ0507                         *CURRENT SURVEY CONTROL
 KZ0507  ___________________________________________________________________
 KZ0507* NAD 83(1986)-  40 35 48.     (N)    082 06 57.     (W)     SCALED    
 KZ0507* NAVD 88     -       371.722  (meters)    1219.56   (feet)  ADJUSTED  
 KZ0507  ___________________________________________________________________
 KZ0507  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KZ0507  DYNAMIC HT  -         371.542 (meters)    1218.97  (feet)  COMP
 KZ0507  MODELED GRAV-     980,129.4   (mgal)                       NAVD 88
 KZ0507
 KZ0507  VERT ORDER  -  SECOND    CLASS 0
 KZ0507
 KZ0507.The horizontal coordinates were scaled from a topographic map and have
 KZ0507.an estimated accuracy of +/- 6 seconds.
 KZ0507
 KZ0507.The orthometric height was determined by differential leveling
 KZ0507.and adjusted by the National Geodetic Survey in June 1991..
 KZ0507
 KZ0507.The geoid height was determined by GEOID03.
 KZ0507
 KZ0507.The dynamic height is computed by dividing the NAVD 88
 KZ0507.geopotential number by the normal gravity value computed on the
 KZ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0507.degrees latitude (g = 980.6199 gals.).
 KZ0507
 KZ0507.The modeled gravity was interpolated from observed gravity values.
 KZ0507
 KZ0507;                    North         East    Units  Estimated Accuracy
 KZ0507;SPC OH N     -   103,350.      632,520.      MT  (+/- 180 meters Scaled)
 KZ0507
 KZ0507                          SUPERSEDED SURVEY CONTROL
 KZ0507
 KZ0507  NGVD 29 (??/??/92)  371.924  (m)         1220.22   (f) ADJ UNCH    2 0
 KZ0507
 KZ0507.Superseded values are not recommended for survey control.
 KZ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0507.See file dsdata.txt to determine how the superseded data were derived.
 KZ0507
 KZ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME055945(NAD 83)
 KZ0507_MARKER: DB = BENCH MARK DISK
 KZ0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0507_STAMPING: J 261 1959
 KZ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0507+STABILITY: SURFACE MOTION
 KZ0507
 KZ0507  HISTORY     - Date     Condition        Report By
 KZ0507  HISTORY     - 1959     MONUMENTED       CGS
 KZ0507  HISTORY     - 1971     GOOD             NGS
 KZ0507
 KZ0507                          STATION DESCRIPTION
 KZ0507
 KZ0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0507'AT NASHVILLE.
 KZ0507'AT NASHVILLE, 0.1 MILE WEST ALONG STATE HIGHWAY 39 FROM THE
 KZ0507'INTERSECTION OF STATE HIGHWAY 514, AT THE NORTHEAST CORNER OF
 KZ0507'CEMETERY OF THE METHODIST CHURCH, 185 FEET SOUTH OF THE CENTER
 KZ0507'LINE OF THE HIGHWAY, 82 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KZ0507'OF THE CHURCH, 2 FEET SOUTH OF A POWER LINE POLE, 5 FEET SOUTHEAST
 KZ0507'OF THE CEMETERY FENCE CORNER, 2 FEET EAST OF THE NORTH-SOUTH
 KZ0507'FENCE LINE, 2 FEET NORTH OF A STEEL WITNESS POST, ABOUT 20 FEET
 KZ0507'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST
 KZ0507'PROJECTING 3 INCHES.
 KZ0507
 KZ0507                          STATION RECOVERY (1971)
 KZ0507
 KZ0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ2388 ***********************************************************************
 KZ2388  DESIGNATION -  J 262 RESET
 KZ2388  PID         -  KZ2388
 KZ2388  STATE/COUNTY-  OH/WAYNE
 KZ2388  USGS QUAD   -  SHREVE (1978)
 KZ2388
 KZ2388                         *CURRENT SURVEY CONTROL
 KZ2388  ___________________________________________________________________
 KZ2388* NAD 83(1986)-  40 42 44.     (N)    082 00 28.     (W)     SCALED    
 KZ2388* NAVD 88     -       264.97   (meters)     869.3    (feet)  RESET     
 KZ2388  ___________________________________________________________________
 KZ2388  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KZ2388
 KZ2388  VERT ORDER  -  THIRD
 KZ2388
 KZ2388.The horizontal coordinates were scaled from a topographic map and have
 KZ2388.an estimated accuracy of +/- 6 seconds.
 KZ2388
 KZ2388.The orthometric height was computed from unverified reset data.
 KZ2388.No vertical observational check was made to the station.
 KZ2388
 KZ2388.The geoid height was determined by GEOID03.
 KZ2388
 KZ2388;                    North         East    Units  Estimated Accuracy
 KZ2388;SPC OH N     -   116,220.      641,590.      MT  (+/- 180 meters Scaled)
 KZ2388
 KZ2388                          SUPERSEDED SURVEY CONTROL
 KZ2388
 KZ2388  NGVD 29 (10/13/05)  265.17   (m)          870.0    (f) RESET       3  
 KZ2388
 KZ2388.Superseded values are not recommended for survey control.
 KZ2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ2388.See file dsdata.txt to determine how the superseded data were derived.
 KZ2388
 KZ2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF148073(NAD 83)
 KZ2388_MARKER: DV = VERTICAL CONTROL DISK
 KZ2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ2388_SP_SET: CONCRETE POST
 KZ2388_STAMPING: J 262 1970
 KZ2388_MARK LOGO: CGS   
 KZ2388_MAGNETIC: N = NO MAGNETIC MATERIAL
 KZ2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ2388+STABILITY: SURFACE MOTION
 KZ2388
 KZ2388  HISTORY     - Date     Condition        Report By
 KZ2388  HISTORY     - 1970     MONUMENTED       NGS
 KZ2388
 KZ2388                          STATION DESCRIPTION
 KZ2388
 KZ2388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KZ2388'ABOUT 2.2 MILES (3.5 KM) NORTHEAST ALONG STATE HIGHWAY 226 FROM THE
 KZ2388'POST OFFICE IN SHREVE, 266 FEET (81.1 M) EAST OF THE CENTERLINE OF
 KZ2388'THE HIGHWAY, 21 FEET (6.4 M) NORTH OF THE CENTERLINE OF COUNTY ROAD
 KZ2388'75, 12 FEET (3.7 M) WEST OF A 14-INCH LOCUST TREE AND 70 FEET (21.3
 KZ2388'M) SOUTHEAST OF A 20-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0520 ***********************************************************************
 KZ0520  DESIGNATION -  J 263
 KZ0520  PID         -  KZ0520
 KZ0520  STATE/COUNTY-  OH/HOLMES
 KZ0520  USGS QUAD   -  GLENMONT (1962)
 KZ0520
 KZ0520                         *CURRENT SURVEY CONTROL
 KZ0520  ___________________________________________________________________
 KZ0520* NAD 83(1986)-  40 33 28.     (N)    082 01 00.     (W)     SCALED    
 KZ0520* NAVD 88     -       300.991  (meters)     987.50   (feet)  ADJUSTED  
 KZ0520  ___________________________________________________________________
 KZ0520  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KZ0520  DYNAMIC HT  -         300.844 (meters)     987.02  (feet)  COMP
 KZ0520  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 KZ0520
 KZ0520  VERT ORDER  -  SECOND    CLASS 0
 KZ0520
 KZ0520.The horizontal coordinates were scaled from a topographic map and have
 KZ0520.an estimated accuracy of +/- 6 seconds.
 KZ0520
 KZ0520.The orthometric height was determined by differential leveling
 KZ0520.and adjusted by the National Geodetic Survey in June 1991..
 KZ0520
 KZ0520.The geoid height was determined by GEOID03.
 KZ0520
 KZ0520.The dynamic height is computed by dividing the NAVD 88
 KZ0520.geopotential number by the normal gravity value computed on the
 KZ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0520.degrees latitude (g = 980.6199 gals.).
 KZ0520
 KZ0520.The modeled gravity was interpolated from observed gravity values.
 KZ0520
 KZ0520;                    North         East    Units  Estimated Accuracy
 KZ0520;SPC OH N     -    99,070.      640,940.      MT  (+/- 180 meters Scaled)
 KZ0520
 KZ0520                          SUPERSEDED SURVEY CONTROL
 KZ0520
 KZ0520  NGVD 29 (??/??/92)  301.197  (m)          988.18   (f) ADJ UNCH    2 0
 KZ0520
 KZ0520.Superseded values are not recommended for survey control.
 KZ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0520.See file dsdata.txt to determine how the superseded data were derived.
 KZ0520
 KZ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME139901(NAD 83)
 KZ0520_MARKER: DB = BENCH MARK DISK
 KZ0520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0520_SP_SET: BRIDGE
 KZ0520_STAMPING: J 263 1959
 KZ0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0520
 KZ0520  HISTORY     - Date     Condition        Report By
 KZ0520  HISTORY     - 1959     MONUMENTED       CGS
 KZ0520  HISTORY     - 1971     GOOD             NGS
 KZ0520
 KZ0520                          STATION DESCRIPTION
 KZ0520
 KZ0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0520'4.7 MI NW FROM KILLBUCK.
 KZ0520'ABOUT 4.7 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM THE CROSSING
 KZ0520'OF THE PENNSYLVANIA RAILROAD AT KILLBUCK, 0.85 MILE NORTH OF A
 KZ0520'CROSSROAD AND A 20-FOOT BRIDGE AT WELCOME, AT THE JUNCTION OF
 KZ0520'COUNTY ROAD 312, 14 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KZ0520'IN TOP OF THE WING WALL AT THE NORTHEAST CORNER OF A 15-FOOT
 KZ0520'BRIDGE OVER A VERY SMALL STREAM, AND ABOUT LEVEL WITH THE HIGHWAY.
 KZ0520
 KZ0520                          STATION RECOVERY (1971)
 KZ0520
 KZ0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0353 ***********************************************************************
 KZ0353  DESIGNATION -  J 264
 KZ0353  PID         -  KZ0353
 KZ0353  STATE/COUNTY-  OH/ASHLAND
 KZ0353  USGS QUAD   -  LOUDONVILLE (1978)
 KZ0353
 KZ0353                         *CURRENT SURVEY CONTROL
 KZ0353  ___________________________________________________________________
 KZ0353* NAD 83(1986)-  40 44 35.     (N)    082 09 40.     (W)     SCALED    
 KZ0353* NAVD 88     -       366.677  (meters)    1203.01   (feet)  ADJUSTED  
 KZ0353  ___________________________________________________________________
 KZ0353  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KZ0353  DYNAMIC HT  -         366.506 (meters)    1202.45  (feet)  COMP
 KZ0353  MODELED GRAV-     980,148.5   (mgal)                       NAVD 88
 KZ0353
 KZ0353  VERT ORDER  -  SECOND    CLASS 0
 KZ0353
 KZ0353.The horizontal coordinates were scaled from a topographic map and have
 KZ0353.an estimated accuracy of +/- 6 seconds.
 KZ0353
 KZ0353.The orthometric height was determined by differential leveling
 KZ0353.and adjusted by the National Geodetic Survey in June 1991..
 KZ0353
 KZ0353.The geoid height was determined by GEOID03.
 KZ0353
 KZ0353.The dynamic height is computed by dividing the NAVD 88
 KZ0353.geopotential number by the normal gravity value computed on the
 KZ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0353.degrees latitude (g = 980.6199 gals.).
 KZ0353
 KZ0353.The modeled gravity was interpolated from observed gravity values.
 KZ0353
 KZ0353;                    North         East    Units  Estimated Accuracy
 KZ0353;SPC OH N     -   119,580.      628,620.      MT  (+/- 180 meters Scaled)
 KZ0353
 KZ0353                          SUPERSEDED SURVEY CONTROL
 KZ0353
 KZ0353  NGVD 29 (??/??/92)  366.866  (m)         1203.63   (f) ADJ UNCH    2 0
 KZ0353
 KZ0353.Superseded values are not recommended for survey control.
 KZ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0353.See file dsdata.txt to determine how the superseded data were derived.
 KZ0353
 KZ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF019108(NAD 83)
 KZ0353_MARKER: DB = BENCH MARK DISK
 KZ0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0353_STAMPING: J 264 1959
 KZ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0353+STABILITY: SURFACE MOTION
 KZ0353
 KZ0353  HISTORY     - Date     Condition        Report By
 KZ0353  HISTORY     - 1959     MONUMENTED       CGS
 KZ0353
 KZ0353                          STATION DESCRIPTION
 KZ0353
 KZ0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0353'1.8 MI NE FROM MOHICANVILLE.
 KZ0353'ABOUT 1.85 MILES NORTHEAST ALONG STATE HIGHWAY 95 FROM THE
 KZ0353'INTERSECTION OF STATE HIGHWAY 179 AT MOHICANVILLE, 1.1 MILES
 KZ0353'SOUTHWEST OF THE INTERSECTION OF COUNTY ROAD 132, AT THE JUNCTION
 KZ0353'OF A GRAVELED ROAD LEADING SOUTH, 74 FEET SOUTH OF THE CENTER LINE
 KZ0353'OF HIGHWAY, 29 FEET EAST OF THE CENTER LINE OF ROAD SOUTH, 78 FEET
 KZ0353'SOUTHEAST OF THE CENTER OF JUNCTION, 25 1/2 FEET SOUTH OF THE
 KZ0353'CENTER LINE OF A DRIVE EAST PARALLEL WITH HIGHWAY TO A LARGE RED
 KZ0353'BARN, 3 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET WEST OF THE
 KZ0353'NORTH-SOUTH FENCE LINE, 2 FEET NORTH OF A STEEL WITNESS POST,
 KZ0353'ABOUT 2 FEET ABOVE THE LEVEL OF HIGHWAY, AND SET IN TOP OF A
 KZ0353'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0381 ***********************************************************************
 KZ0381  DESIGNATION -  J 265
 KZ0381  PID         -  KZ0381
 KZ0381  STATE/COUNTY-  OH/KNOX
 KZ0381  USGS QUAD   -  BUTLER (1961)
 KZ0381
 KZ0381                         *CURRENT SURVEY CONTROL
 KZ0381  ___________________________________________________________________
 KZ0381* NAD 83(1986)-  40 30 34.     (N)    082 25 18.     (W)     SCALED    
 KZ0381* NAVD 88     -       350.806  (meters)    1150.94   (feet)  ADJUSTED  
 KZ0381  ___________________________________________________________________
 KZ0381  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KZ0381  DYNAMIC HT  -         350.629 (meters)    1150.36  (feet)  COMP
 KZ0381  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 KZ0381
 KZ0381  VERT ORDER  -  SECOND    CLASS 0
 KZ0381
 KZ0381.The horizontal coordinates were scaled from a topographic map and have
 KZ0381.an estimated accuracy of +/- 6 seconds.
 KZ0381
 KZ0381.The orthometric height was determined by differential leveling
 KZ0381.and adjusted by the National Geodetic Survey in June 1991..
 KZ0381
 KZ0381.The geoid height was determined by GEOID03.
 KZ0381
 KZ0381.The dynamic height is computed by dividing the NAVD 88
 KZ0381.geopotential number by the normal gravity value computed on the
 KZ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0381.degrees latitude (g = 980.6199 gals.).
 KZ0381
 KZ0381.The modeled gravity was interpolated from observed gravity values.
 KZ0381
 KZ0381;                    North         East    Units  Estimated Accuracy
 KZ0381;SPC OH N     -    93,590.      606,640.      MT  (+/- 180 meters Scaled)
 KZ0381
 KZ0381                          SUPERSEDED SURVEY CONTROL
 KZ0381
 KZ0381  NGVD 29 (??/??/92)  350.972  (m)         1151.48   (f) ADJ UNCH    2 0
 KZ0381
 KZ0381.Superseded values are not recommended for survey control.
 KZ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0381.See file dsdata.txt to determine how the superseded data were derived.
 KZ0381
 KZ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE795852(NAD 83)
 KZ0381_MARKER: DB = BENCH MARK DISK
 KZ0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0381_SP_SET: CULVERT
 KZ0381_STAMPING: J 265 1959
 KZ0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0381
 KZ0381  HISTORY     - Date     Condition        Report By
 KZ0381  HISTORY     - 1959     MONUMENTED       CGS
 KZ0381  HISTORY     - 1971     GOOD             NGS
 KZ0381
 KZ0381                          STATION DESCRIPTION
 KZ0381
 KZ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0381'2.4 MI S FROM NORTH LIBERTY.
 KZ0381'ABOUT 2.35 MILES SOUTH ALONG COUNTY ROAD 15 FROM THE INTERSECTION
 KZ0381'OF ROAD NO. 55 AT NORTH LIBERTY, AT THE BOTTOM OF GRADES, 52
 KZ0381'YARDS SOUTH-SOUTHWEST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 KZ0381'WEST AND TURN IN ROAD 15, 14 FEET WEST OF THE CENTER LINE OF ROAD
 KZ0381'15, IN TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 4-FOOT
 KZ0381'CONCRETE CULVERT UNDER ROAD 15, AND ABOUT 1 FOOT ABOVE THE LEVEL
 KZ0381'OF THE ROAD.
 KZ0381
 KZ0381                          STATION RECOVERY (1971)
 KZ0381
 KZ0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0689 ***********************************************************************
 KZ0689  DESIGNATION -  J 266
 KZ0689  PID         -  KZ0689
 KZ0689  STATE/COUNTY-  OH/KNOX
 KZ0689  USGS QUAD   -  DANVILLE (1982)
 KZ0689
 KZ0689                         *CURRENT SURVEY CONTROL
 KZ0689  ___________________________________________________________________
 KZ0689* NAD 83(1986)-  40 26 22.     (N)    082 16 48.     (W)     SCALED    
 KZ0689* NAVD 88     -       287.871  (meters)     944.46   (feet)  ADJUSTED  
 KZ0689  ___________________________________________________________________
 KZ0689  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KZ0689  DYNAMIC HT  -         287.727 (meters)     943.98  (feet)  COMP
 KZ0689  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 KZ0689
 KZ0689  VERT ORDER  -  SECOND    CLASS 0
 KZ0689
 KZ0689.The horizontal coordinates were scaled from a topographic map and have
 KZ0689.an estimated accuracy of +/- 6 seconds.
 KZ0689
 KZ0689.The orthometric height was determined by differential leveling
 KZ0689.and adjusted by the National Geodetic Survey in June 1991..
 KZ0689
 KZ0689.The geoid height was determined by GEOID03.
 KZ0689
 KZ0689.The dynamic height is computed by dividing the NAVD 88
 KZ0689.geopotential number by the normal gravity value computed on the
 KZ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0689.degrees latitude (g = 980.6199 gals.).
 KZ0689
 KZ0689.The modeled gravity was interpolated from observed gravity values.
 KZ0689
 KZ0689;                    North         East    Units  Estimated Accuracy
 KZ0689;SPC OH N     -    85,840.      618,670.      MT  (+/- 180 meters Scaled)
 KZ0689
 KZ0689                          SUPERSEDED SURVEY CONTROL
 KZ0689
 KZ0689  NGVD 29 (??/??/92)  288.074  (m)          945.12   (f) ADJ UNCH    2 0
 KZ0689
 KZ0689.Superseded values are not recommended for survey control.
 KZ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0689.See file dsdata.txt to determine how the superseded data were derived.
 KZ0689
 KZ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE914773(NAD 83)
 KZ0689_MARKER: DB = BENCH MARK DISK
 KZ0689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0689_SP_SET: ABUTMENT
 KZ0689_STAMPING: J 266 1959
 KZ0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0689
 KZ0689  HISTORY     - Date     Condition        Report By
 KZ0689  HISTORY     - 1959     MONUMENTED       CGS
 KZ0689
 KZ0689                          STATION DESCRIPTION
 KZ0689
 KZ0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0689'1.1 MI SW FROM DANVILLE.
 KZ0689'ABOUT 1.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KZ0689'THE STATION AT DANVILLE, 0.35 MILE SOUTHWEST OF MILEPOST 86,
 KZ0689'54 YARDS NORTH OF THE CROSSING OF A GRAVEL ROAD LEADING
 KZ0689'NORTH-SOUTH, 8 1/2 FEET EAST OF THE CENTER LINE OF GRAVEL ROAD,
 KZ0689'IN TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMET OF A 36-FOOT
 KZ0689'STEEL BRIDGE WITH WOODEN FLOOR ACROSS THE EAST BRANCH OF JELLOWAY
 KZ0689'CREEK, AND ABOUT LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0488 ***********************************************************************
 KZ0488  DESIGNATION -  J 267
 KZ0488  PID         -  KZ0488
 KZ0488  STATE/COUNTY-  OH/HOLMES
 KZ0488  USGS QUAD   -  GLENMONT (1962)
 KZ0488
 KZ0488                         *CURRENT SURVEY CONTROL
 KZ0488  ___________________________________________________________________
 KZ0488* NAD 83(1986)-  40 31 13.     (N)    082 06 01.     (W)     SCALED    
 KZ0488* NAVD 88     -       268.304  (meters)     880.26   (feet)  ADJUSTED  
 KZ0488  ___________________________________________________________________
 KZ0488  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KZ0488  DYNAMIC HT  -         268.169 (meters)     879.82  (feet)  COMP
 KZ0488  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 KZ0488
 KZ0488  VERT ORDER  -  SECOND    CLASS 0
 KZ0488
 KZ0488.The horizontal coordinates were scaled from a topographic map and have
 KZ0488.an estimated accuracy of +/- 6 seconds.
 KZ0488
 KZ0488.The orthometric height was determined by differential leveling
 KZ0488.and adjusted by the National Geodetic Survey in June 1991..
 KZ0488
 KZ0488.The geoid height was determined by GEOID03.
 KZ0488
 KZ0488.The dynamic height is computed by dividing the NAVD 88
 KZ0488.geopotential number by the normal gravity value computed on the
 KZ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0488.degrees latitude (g = 980.6199 gals.).
 KZ0488
 KZ0488.The modeled gravity was interpolated from observed gravity values.
 KZ0488
 KZ0488;                    North         East    Units  Estimated Accuracy
 KZ0488;SPC OH N     -    94,870.      633,870.      MT  (+/- 180 meters Scaled)
 KZ0488
 KZ0488                          SUPERSEDED SURVEY CONTROL
 KZ0488
 KZ0488  NGVD 29 (??/??/92)  268.498  (m)          880.90   (f) ADJ UNCH    2 0
 KZ0488
 KZ0488.Superseded values are not recommended for survey control.
 KZ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0488.See file dsdata.txt to determine how the superseded data were derived.
 KZ0488
 KZ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME067860(NAD 83)
 KZ0488_MARKER: DB = BENCH MARK DISK
 KZ0488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0488_SP_SET: ABUTMENT
 KZ0488_STAMPING: J 267 1959
 KZ0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0488
 KZ0488  HISTORY     - Date     Condition        Report By
 KZ0488  HISTORY     - 1959     MONUMENTED       CGS
 KZ0488  HISTORY     - 1971     GOOD             NGS
 KZ0488
 KZ0488                          STATION DESCRIPTION
 KZ0488
 KZ0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0488'AT GLENMONT.
 KZ0488'AT GLENMONT, 0.15 MILE WEST ALONG STATE HIGHWAY 520 FROM THE
 KZ0488'POST OFFICE, 26 1/2 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 KZ0488'IN TOP OF SECOND STEP-DOWN OF NORTH END OF EAST CONCRETE ABUTMENT
 KZ0488'OF A 55-FOOT HIGHWAY BRIDGE OVER BLACK CREEK, 7 FEET NORTH OF
 KZ0488'THE GUARD-RAIL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF BRIDGE
 KZ0488'FLOOR.
 KZ0488
 KZ0488                          STATION RECOVERY (1971)
 KZ0488
 KZ0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KZ0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1114 ***********************************************************************
 KZ1114  DESIGNATION -  J 269
 KZ1114  PID         -  KZ1114
 KZ1114  STATE/COUNTY-  OH/RICHLAND
 KZ1114  USGS QUAD   -  BELLVILLE (1974)
 KZ1114
 KZ1114                         *CURRENT SURVEY CONTROL
 KZ1114  ___________________________________________________________________
 KZ1114* NAD 83(1986)-  40 37 26.     (N)    082 31 08.     (W)     SCALED    
 KZ1114* NAVD 88     -       343.734  (meters)    1127.73   (feet)  ADJUSTED  
 KZ1114  ___________________________________________________________________
 KZ1114  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KZ1114  DYNAMIC HT  -         343.563 (meters)    1127.17  (feet)  COMP
 KZ1114  MODELED GRAV-     980,118.1   (mgal)                       NAVD 88
 KZ1114
 KZ1114  VERT ORDER  -  SECOND    CLASS 0
 KZ1114
 KZ1114.The horizontal coordinates were scaled from a topographic map and have
 KZ1114.an estimated accuracy of +/- 6 seconds.
 KZ1114
 KZ1114.The orthometric height was determined by differential leveling
 KZ1114.and adjusted by the National Geodetic Survey in June 1991..
 KZ1114
 KZ1114.The geoid height was determined by GEOID03.
 KZ1114
 KZ1114.The dynamic height is computed by dividing the NAVD 88
 KZ1114.geopotential number by the normal gravity value computed on the
 KZ1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1114.degrees latitude (g = 980.6199 gals.).
 KZ1114
 KZ1114.The modeled gravity was interpolated from observed gravity values.
 KZ1114
 KZ1114;                    North         East    Units  Estimated Accuracy
 KZ1114;SPC OH N     -   106,300.      598,400.      MT  (+/- 180 meters Scaled)
 KZ1114
 KZ1114                          SUPERSEDED SURVEY CONTROL
 KZ1114
 KZ1114  NGVD 29 (??/??/92)  343.879  (m)         1128.21   (f) ADJ UNCH    2 0
 KZ1114
 KZ1114.Superseded values are not recommended for survey control.
 KZ1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1114.See file dsdata.txt to determine how the superseded data were derived.
 KZ1114
 KZ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE715981(NAD 83)
 KZ1114_MARKER: DB = BENCH MARK DISK
 KZ1114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1114_SP_SET: ABUTMENT
 KZ1114_STAMPING: J 269 1959
 KZ1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1114
 KZ1114  HISTORY     - Date     Condition        Report By
 KZ1114  HISTORY     - 1959     MONUMENTED       CGS
 KZ1114  HISTORY     - 1970     GOOD             NGS
 KZ1114  HISTORY     - 19860703 GOOD             OHDT
 KZ1114  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KZ1114
 KZ1114                          STATION DESCRIPTION
 KZ1114
 KZ1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1114'0.4 MI W FROM BELLVILLE.
 KZ1114'ABOUT 0.4 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ1114'THE STATION AT BELLVILLE, ACROSS THE TRACK FROM MILEPOLE 47+40,
 KZ1114'11 FEET SOUTH OF THE SOUTH RAIL, IN TOP AND LOWER PART OF THE
 KZ1114'SOUTH END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE OVER
 KZ1114'CLEAR FORK OF MOHICAN RIVER, 5 FEET SOUTH OF STEEL PLATE, AND
 KZ1114'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 KZ1114
 KZ1114                          STATION RECOVERY (1970)
 KZ1114
 KZ1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KZ1114'RECOVERED IN GOOD CONDITION.
 KZ1114
 KZ1114                          STATION RECOVERY (1986)
 KZ1114
 KZ1114'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1986 (JY)
 KZ1114'RECOVERED IN GOOD CONDITION.
 KZ1114
 KZ1114                          STATION RECOVERY (1987)
 KZ1114
 KZ1114'RECOVERY NOTE BY US POWER SQUADRON 1987 (JF)
 KZ1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0740 ***********************************************************************
 KZ0740  DESIGNATION -  J 27
 KZ0740  PID         -  KZ0740
 KZ0740  STATE/COUNTY-  OH/LICKING
 KZ0740  USGS QUAD   -  NEWARK (1982)
 KZ0740
 KZ0740                         *CURRENT SURVEY CONTROL
 KZ0740  ___________________________________________________________________
 KZ0740* NAD 83(1986)-  40 06 41.     (N)    082 25 42.     (W)     SCALED    
 KZ0740* NAVD 88     -       272.568  (meters)     894.25   (feet)  ADJUSTED  
 KZ0740  ___________________________________________________________________
 KZ0740  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KZ0740  DYNAMIC HT  -         272.418 (meters)     893.76  (feet)  COMP
 KZ0740  MODELED GRAV-     980,070.1   (mgal)                       NAVD 88
 KZ0740
 KZ0740  VERT ORDER  -  SECOND    CLASS 0
 KZ0740
 KZ0740.The horizontal coordinates were scaled from a topographic map and have
 KZ0740.an estimated accuracy of +/- 6 seconds.
 KZ0740
 KZ0740.The orthometric height was determined by differential leveling
 KZ0740.and adjusted by the National Geodetic Survey in June 1991..
 KZ0740
 KZ0740.The geoid height was determined by GEOID03.
 KZ0740
 KZ0740.The dynamic height is computed by dividing the NAVD 88
 KZ0740.geopotential number by the normal gravity value computed on the
 KZ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0740.degrees latitude (g = 980.6199 gals.).
 KZ0740
 KZ0740.The modeled gravity was interpolated from observed gravity values.
 KZ0740
 KZ0740;                    North         East    Units  Estimated Accuracy
 KZ0740;SPC OH S     -   234,400.      606,110.      MT  (+/- 180 meters Scaled)
 KZ0740
 KZ0740                          SUPERSEDED SURVEY CONTROL
 KZ0740
 KZ0740  NGVD 29 (??/??/92)  272.758  (m)          894.87   (f) ADJ UNCH    2 0
 KZ0740
 KZ0740.Superseded values are not recommended for survey control.
 KZ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0740.See file dsdata.txt to determine how the superseded data were derived.
 KZ0740
 KZ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE782410(NAD 83)
 KZ0740_MARKER: DB = BENCH MARK DISK
 KZ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0740_STAMPING: J 27 1934
 KZ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0740+STABILITY: SURFACE MOTION
 KZ0740
 KZ0740  HISTORY     - Date     Condition        Report By
 KZ0740  HISTORY     - 1934     MONUMENTED       CGS
 KZ0740  HISTORY     - 1957     GOOD             NGS
 KZ0740
 KZ0740                          STATION DESCRIPTION
 KZ0740
 KZ0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KZ0740'1.4 MI S FROM VANATTA.
 KZ0740'1.4 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KZ0740'VANATTA, LICKING COUNTY, 25 RAILS NORTH OF MILEPOST N 4 AND S 112,
 KZ0740'40 RAILS SOUTH OF A STEEL-SPAN BRIDGE, 105 FEET NORTH OF THE
 KZ0740'CENTER OF A PRIVATE DRIVE LEADING TO THE PAUL DILLON HOUSE,
 KZ0740'29 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 13, 15 FEET
 KZ0740'WEST OF THE WEST RAIL, 4 FEET NORTH OF POLE 753, AND ONE
 KZ0740'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 27 1934
 KZ0740'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES
 KZ0740'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1231 ***********************************************************************
 KZ1231  DESIGNATION -  J 270
 KZ1231  PID         -  KZ1231
 KZ1231  STATE/COUNTY-  OH/RICHLAND
 KZ1231  USGS QUAD   -  CRESTLINE (1982)
 KZ1231
 KZ1231                         *CURRENT SURVEY CONTROL
 KZ1231  ___________________________________________________________________
 KZ1231* NAD 83(1986)-  40 45 38.     (N)    082 38 34.     (W)     SCALED    
 KZ1231* NAVD 88     -       414.797  (meters)    1360.88   (feet)  ADJUSTED  
 KZ1231  ___________________________________________________________________
 KZ1231  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KZ1231  DYNAMIC HT  -         414.590 (meters)    1360.20  (feet)  COMP
 KZ1231  MODELED GRAV-     980,113.3   (mgal)                       NAVD 88
 KZ1231
 KZ1231  VERT ORDER  -  SECOND    CLASS 0
 KZ1231
 KZ1231.The horizontal coordinates were scaled from a topographic map and have
 KZ1231.an estimated accuracy of +/- 6 seconds.
 KZ1231
 KZ1231.The orthometric height was determined by differential leveling
 KZ1231.and adjusted by the National Geodetic Survey in June 1991..
 KZ1231
 KZ1231.The geoid height was determined by GEOID03.
 KZ1231
 KZ1231.The dynamic height is computed by dividing the NAVD 88
 KZ1231.geopotential number by the normal gravity value computed on the
 KZ1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1231.degrees latitude (g = 980.6199 gals.).
 KZ1231
 KZ1231.The modeled gravity was interpolated from observed gravity values.
 KZ1231
 KZ1231;                    North         East    Units  Estimated Accuracy
 KZ1231;SPC OH N     -   121,480.      587,950.      MT  (+/- 180 meters Scaled)
 KZ1231
 KZ1231                          SUPERSEDED SURVEY CONTROL
 KZ1231
 KZ1231  NGVD 29 (??/??/92)  414.934  (m)         1361.33   (f) ADJ UNCH    2 0
 KZ1231
 KZ1231.Superseded values are not recommended for survey control.
 KZ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1231.See file dsdata.txt to determine how the superseded data were derived.
 KZ1231
 KZ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF613134(NAD 83)
 KZ1231_MARKER: DB = BENCH MARK DISK
 KZ1231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1231_SP_SET: FOUNDATION
 KZ1231_STAMPING: J 270 1959
 KZ1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KZ1231+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 KZ1231
 KZ1231  HISTORY     - Date     Condition        Report By
 KZ1231  HISTORY     - 1959     MONUMENTED       CGS
 KZ1231  HISTORY     - 1973     GOOD             OHDT
 KZ1231  HISTORY     - 20040528 GOOD             USPSQD
 KZ1231  HISTORY     - 20050915 GOOD             USPSQD
 KZ1231
 KZ1231                          STATION DESCRIPTION
 KZ1231
 KZ1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1231'AT ONTARIO.
 KZ1231'AT ONTARIO, ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 30 SOUTH
 KZ1231'FROM THE POST OFFICE, 0.85 MILE EAST OF THE INTERSECTION OF
 KZ1231'U.S. HIGHWAY 30 SOUTH AND STATE HIGHWAY 314, 0.1 MILE WEST OF
 KZ1231'A CEMETERY, 60 YARDS NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KZ1231'SET VERTICALLY IN THE WEST FACE OF CONCRETE FOUNDATION OF
 KZ1231'THREE-STORY RED BRICK SPRINGFIELD LOCAL SCHOOL, 1.3 FEET
 KZ1231'NORTH OF THE SOUTHWEST CORNER, AND 1/2 FOOT ABOVE THE LEVEL OF
 KZ1231'THE GROUND.
 KZ1231
 KZ1231                          STATION RECOVERY (1973)
 KZ1231
 KZ1231'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1973
 KZ1231'RECOVERED IN GOOD CONDITION.
 KZ1231
 KZ1231                          STATION RECOVERY (2004)
 KZ1231
 KZ1231'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 KZ1231'RECOVERED IN GOOD CONDITION.
 KZ1231
 KZ1231                          STATION RECOVERY (2005)
 KZ1231
 KZ1231'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 KZ1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1260 ***********************************************************************
 KZ1260  DESIGNATION -  J 271
 KZ1260  PID         -  KZ1260
 KZ1260  STATE/COUNTY-  OH/MORROW
 KZ1260  USGS QUAD   -  BLOOMING GROVE (1987)
 KZ1260
 KZ1260                         *CURRENT SURVEY CONTROL
 KZ1260  ___________________________________________________________________
 KZ1260* NAD 83(1986)-  40 39 12.     (N)    082 44 52.     (W)     SCALED    
 KZ1260* NAVD 88     -       400.408  (meters)    1313.67   (feet)  ADJUSTED  
 KZ1260  ___________________________________________________________________
 KZ1260  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ1260  DYNAMIC HT  -         400.205 (meters)    1313.01  (feet)  COMP
 KZ1260  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 KZ1260
 KZ1260  VERT ORDER  -  SECOND    CLASS 0
 KZ1260
 KZ1260.The horizontal coordinates were scaled from a topographic map and have
 KZ1260.an estimated accuracy of +/- 6 seconds.
 KZ1260
 KZ1260.The orthometric height was determined by differential leveling
 KZ1260.and adjusted by the National Geodetic Survey in June 1991..
 KZ1260
 KZ1260.The geoid height was determined by GEOID03.
 KZ1260
 KZ1260.The dynamic height is computed by dividing the NAVD 88
 KZ1260.geopotential number by the normal gravity value computed on the
 KZ1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1260.degrees latitude (g = 980.6199 gals.).
 KZ1260
 KZ1260.The modeled gravity was interpolated from observed gravity values.
 KZ1260
 KZ1260;                    North         East    Units  Estimated Accuracy
 KZ1260;SPC OH N     -   109,600.      579,050.      MT  (+/- 180 meters Scaled)
 KZ1260
 KZ1260                          SUPERSEDED SURVEY CONTROL
 KZ1260
 KZ1260  NGVD 29 (??/??/92)  400.542  (m)         1314.11   (f) ADJ UNCH    2 0
 KZ1260
 KZ1260.Superseded values are not recommended for survey control.
 KZ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1260.See file dsdata.txt to determine how the superseded data were derived.
 KZ1260
 KZ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF522017(NAD 83)
 KZ1260_MARKER: DB = BENCH MARK DISK
 KZ1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1260_STAMPING: J 271 1959
 KZ1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1260+STABILITY: SURFACE MOTION
 KZ1260
 KZ1260  HISTORY     - Date     Condition        Report By
 KZ1260  HISTORY     - 1959     MONUMENTED       CGS
 KZ1260
 KZ1260                          STATION DESCRIPTION
 KZ1260
 KZ1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1260'6 MI W FROM SHAUCK.
 KZ1260'ABOUT 4.1 MILES WEST ALONG COUNTY ROAD 59 FROM THE JUNCTION OF
 KZ1260'U.S. HIGHWAY 42 AT SHAUCK, THENCE ABOUT 1.9 MILES NORTH ALONG
 KZ1260'COUNTY ROAD 46, 170 FEET WEST OF THE CENTER OF THE INTERSECTION
 KZ1260'OF COUNTY ROADS 75 AND 46, 23 1/2 FEET SOUTH OF THE CENTER LINE
 KZ1260'OF ROAD 57, 1 FOOT NORTH OF A WIRE FENCE, 23 FEET WEST OF A SMALL
 KZ1260'TELEPHONE POLE, 2 1/2 FEET EAST-NORTHEAST OF A STEEL WITNESS
 KZ1260'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN TOP OF
 KZ1260'A CONCRETE POST PROJECTING 3 INCHES.  THIS MARK CAN BE REACHED
 KZ1260'BY GOING ABOUT 0.6 MILE NORTHEAST ALONG THE NEW YORK CENTRAL
 KZ1260'RAILROAD FROM THE ELEVATOR AT ST. JAMES, THENCE ABOUT 1.9 MILES
 KZ1260'EAST ALONG IBERIA-BELLVILLE ROAD, THENCE ABOUT 0.9 MILE SOUTH ALONG
 KZ1260'COUNTY ROAD 40, THENCE ABOUT 1.9 MILES EAST ALONG COUNTY ROAD 57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0966 ***********************************************************************
 KZ0966  DESIGNATION -  J 272
 KZ0966  PID         -  KZ0966
 KZ0966  STATE/COUNTY-  OH/KNOX
 KZ0966  USGS QUAD   -  CENTERBURG (1984)
 KZ0966
 KZ0966                         *CURRENT SURVEY CONTROL
 KZ0966  ___________________________________________________________________
 KZ0966* NAD 83(1995)-  40 19 12.07956(N)    082 41 30.81514(W)     ADJUSTED  
 KZ0966* NAVD 88     -       378.455  (meters)    1241.65   (feet)  ADJUSTED  
 KZ0966  ___________________________________________________________________
 KZ0966  X           -     619,494.887 (meters)                     COMP
 KZ0966  Y           -  -4,830,491.100 (meters)                     COMP
 KZ0966  Z           -   4,105,365.568 (meters)                     COMP
 KZ0966  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 KZ0966  ELLIP HEIGHT-         344.49  (meters)          (10/07/05) GPS OBS
 KZ0966  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KZ0966  DYNAMIC HT  -         378.252 (meters)    1240.98  (feet)  COMP
 KZ0966  MODELED GRAV-     980,077.0   (mgal)                       NAVD 88
 KZ0966
 KZ0966  HORZ ORDER  -  FIRST
 KZ0966  VERT ORDER  -  SECOND    CLASS 0
 KZ0966  ELLP ORDER  -  FOURTH    CLASS I
 KZ0966
 KZ0966.The horizontal coordinates were established by GPS observations
 KZ0966.and adjusted by the National Geodetic Survey in April 1998..
 KZ0966
 KZ0966.The orthometric height was determined by differential leveling
 KZ0966.and adjusted by the National Geodetic Survey in June 1991..
 KZ0966
 KZ0966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KZ0966
 KZ0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 KZ0966
 KZ0966.The ellipsoidal height was determined by GPS observations
 KZ0966.and is referenced to NAD 83.
 KZ0966
 KZ0966.The geoid height was determined by GEOID03.
 KZ0966
 KZ0966.The dynamic height is computed by dividing the NAVD 88
 KZ0966.geopotential number by the normal gravity value computed on the
 KZ0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0966.degrees latitude (g = 980.6199 gals.).
 KZ0966
 KZ0966.The modeled gravity was interpolated from observed gravity values.
 KZ0966
 KZ0966;                    North         East     Units Scale Factor Converg.
 KZ0966;SPC OH N     -    72,571.548   583,689.889   MT  1.00002364   -0 07 33.8
 KZ0966;UTM  17      - 4,464,651.025   356,253.521   MT  0.99985436   -1 05 41.8
 KZ0966
 KZ0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KZ0966!SPC OH N     -   0.99994596  x   1.00002364  =   0.99996960
 KZ0966!UTM  17      -   0.99994596  x   0.99985436  =   0.99980033
 KZ0966
 KZ0966                          SUPERSEDED SURVEY CONTROL
 KZ0966
 KZ0966  ELLIP H (04/01/98)  344.56   (m)                       GP(       ) 4 1
 KZ0966  NAD 83(1986)-  40 19 12.08575(N)    082 41 30.81849(W) AD(       ) 1
 KZ0966  NAVD 88 (06/19/95)  378.46   (m)         1241.7    (f) LEVELING    3  
 KZ0966  NGVD 29 (??/??/92)  378.591  (m)         1242.09   (f) ADJ UNCH    2 0
 KZ0966
 KZ0966.Superseded values are not recommended for survey control.
 KZ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0966.See file dsdata.txt to determine how the superseded data were derived.
 KZ0966
 KZ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE5625464651(NAD 83)
 KZ0966_MARKER: DB = BENCH MARK DISK
 KZ0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0966_STAMPING: J 272 1959
 KZ0966_MARK LOGO: CGS   
 KZ0966_PROJECTION: FLUSH
 KZ0966_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KZ0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0966+STABILITY: SURFACE MOTION
 KZ0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0966+SATELLITE: SATELLITE OBSERVATIONS - September 16, 1998
 KZ0966
 KZ0966  HISTORY     - Date     Condition        Report By
 KZ0966  HISTORY     - 1959     MONUMENTED       CGS
 KZ0966  HISTORY     - 19931013 GOOD             GEOONE
 KZ0966  HISTORY     - 19980916 GOOD             GEOMET
 KZ0966
 KZ0966                          STATION DESCRIPTION
 KZ0966
 KZ0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0966'0.8 MI N FROM CENTERBURG.
 KZ0966'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 314 FROM THE JUNCTION
 KZ0966'OF U.S. HIGHWAY 36 AT CENTERBURG, 0.65 MILE NORTH OF THE
 KZ0966'CROSSING OF THE PENNSYLVANIA RAILROAD, AT THE INTERSECTION OF
 KZ0966'A GRAVEL ROAD (DELAWARE ROAD) LEADING EAST AND WEST, 47 FEET
 KZ0966'EAST OF THE CENTER LINE OF HIGHWAY, 25 FEET NORTH OF THE CENTER
 KZ0966'LINE OF GRAVEL ROAD, 1 FOOT SOUTH OF A WIRE FENCE, 21 1/2 FEET
 KZ0966'EAST OF A FENCE CORNER, 2 FEET WEST OF A STEEL WITNESS POST,
 KZ0966'ABOUT LEVEL WITH THE ROADS, AND SET IN TOP OF A CONCRETE
 KZ0966'POST PROJECTING 2 INCHES.  NOTE-- THIS MARK CAN BE REACHED BY
 KZ0966'GOING ABOUT 0.4 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD
 KZ0966'FROM THE STATION AT CENTERBURG, THENCE ABOUT 0.65 MILE NORTH
 KZ0966'ALONG STATE HIGHWAY 314.
 KZ0966
 KZ0966                          STATION RECOVERY (1993)
 KZ0966
 KZ0966'RECOVERY NOTE BY GEOONE INCORPORATED 1993 (SBE)
 KZ0966'RECOVERED AS DESCRIBED.
 KZ0966
 KZ0966                          STATION RECOVERY (1998)
 KZ0966
 KZ0966'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (DAR)
 KZ0966'THE STATION IS IN LOCATED IN HILLIAR TOWNSHIP IN KNOX COUNTY, OHIO IN
 KZ0966'THE NORTHEAST CORNER OF THE INTERSECTION OF JOHNSVILLE ROAD (SR 314)
 KZ0966'AND UPDIKE ROAD (T-109) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0936 ***********************************************************************
 KZ0936  DESIGNATION -  J 273
 KZ0936  PID         -  KZ0936
 KZ0936  STATE/COUNTY-  OH/DELAWARE
 KZ0936  USGS QUAD   -  KILBOURNE (1983)
 KZ0936
 KZ0936                         *CURRENT SURVEY CONTROL
 KZ0936  ___________________________________________________________________
 KZ0936* NAD 83(1986)-  40 17 12.     (N)    082 54 29.     (W)     SCALED    
 KZ0936* NAVD 88     -       289.881  (meters)     951.05   (feet)  ADJUSTED  
 KZ0936  ___________________________________________________________________
 KZ0936  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0936  DYNAMIC HT  -         289.727 (meters)     950.55  (feet)  COMP
 KZ0936  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 KZ0936
 KZ0936  VERT ORDER  -  SECOND    CLASS 0
 KZ0936
 KZ0936.The horizontal coordinates were scaled from a topographic map and have
 KZ0936.an estimated accuracy of +/- 6 seconds.
 KZ0936
 KZ0936.The orthometric height was determined by differential leveling
 KZ0936.and adjusted by the National Geodetic Survey in June 1991..
 KZ0936
 KZ0936.The geoid height was determined by GEOID03.
 KZ0936
 KZ0936.The dynamic height is computed by dividing the NAVD 88
 KZ0936.geopotential number by the normal gravity value computed on the
 KZ0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0936.degrees latitude (g = 980.6199 gals.).
 KZ0936
 KZ0936.The modeled gravity was interpolated from observed gravity values.
 KZ0936
 KZ0936;                    North         East    Units  Estimated Accuracy
 KZ0936;SPC OH N     -    68,930.      565,300.      MT  (+/- 180 meters Scaled)
 KZ0936
 KZ0936                          SUPERSEDED SURVEY CONTROL
 KZ0936
 KZ0936  NGVD 29 (??/??/92)  290.036  (m)          951.56   (f) ADJ UNCH    2 0
 KZ0936
 KZ0936.Superseded values are not recommended for survey control.
 KZ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0936.See file dsdata.txt to determine how the superseded data were derived.
 KZ0936
 KZ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE378613(NAD 83)
 KZ0936_MARKER: DB = BENCH MARK DISK
 KZ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0936_STAMPING: J 273 1959
 KZ0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0936+STABILITY: SURFACE MOTION
 KZ0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KZ0936+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003
 KZ0936
 KZ0936  HISTORY     - Date     Condition        Report By
 KZ0936  HISTORY     - 1959     MONUMENTED       CGS
 KZ0936  HISTORY     - 20030728 GOOD             USPSQD
 KZ0936
 KZ0936                          STATION DESCRIPTION
 KZ0936
 KZ0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0936'1.6 MI N FROM BERKSHIRE.
 KZ0936'ABOUT 1.55 MILES NORTH ALONG ROAD 34 FROM THE INTERSECTION OF
 KZ0936'U.S. HIGHWAY 36 AT BERKSHIRE, 0.45 MILE NORTH OF THE JUNCTION
 KZ0936'OF BERKSHIRE TWP ROAD 56 LEADING EAST, 0.25 MILE NORTH OF THE
 KZ0936'JUNCTION OF ROAD 75 LEADING WEST, 0.25 MILE SOUTH OF A CULVERT
 KZ0936'WITH CONCRETE HEAD WALL AND WING WALLS, 21 FEET EAST OF THE
 KZ0936'CENTER LINE OF ROAD, 1 FOOT WEST OF A WIRE FENCE, 68 FEET NORTH
 KZ0936'OF THE CENTER OF EAST END OF A 15-INCH PIPE CULVERT WITH STONE
 KZ0936'HEAD WALLS, 2 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT
 KZ0936'1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN TOP OF A
 KZ0936'CONCRETE POST PROJECTING 3 INCHES.
 KZ0936
 KZ0936                          STATION RECOVERY (2003)
 KZ0936
 KZ0936'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0941 ***********************************************************************
 KZ0941  DESIGNATION -  J 274
 KZ0941  PID         -  KZ0941
 KZ0941  STATE/COUNTY-  OH/DELAWARE
 KZ0941  USGS QUAD   -  OLIVE GREEN (1973)
 KZ0941
 KZ0941                         *CURRENT SURVEY CONTROL
 KZ0941  ___________________________________________________________________
 KZ0941* NAD 83(1986)-  40 18 03.     (N)    082 52 06.     (W)     SCALED    
 KZ0941* NAVD 88     -       299.417  (meters)     982.34   (feet)  ADJUSTED  
 KZ0941  ___________________________________________________________________
 KZ0941  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KZ0941  DYNAMIC HT  -         299.258 (meters)     981.82  (feet)  COMP
 KZ0941  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 KZ0941
 KZ0941  VERT ORDER  -  SECOND    CLASS 0
 KZ0941
 KZ0941.The horizontal coordinates were scaled from a topographic map and have
 KZ0941.an estimated accuracy of +/- 6 seconds.
 KZ0941
 KZ0941.The orthometric height was determined by differential leveling
 KZ0941.and adjusted by the National Geodetic Survey in June 1991..
 KZ0941
 KZ0941.The geoid height was determined by GEOID03.
 KZ0941
 KZ0941.The dynamic height is computed by dividing the NAVD 88
 KZ0941.geopotential number by the normal gravity value computed on the
 KZ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0941.degrees latitude (g = 980.6199 gals.).
 KZ0941
 KZ0941.The modeled gravity was interpolated from observed gravity values.
 KZ0941
 KZ0941;                    North         East    Units  Estimated Accuracy
 KZ0941;SPC OH N     -    70,490.      568,680.      MT  (+/- 180 meters Scaled)
 KZ0941
 KZ0941                          SUPERSEDED SURVEY CONTROL
 KZ0941
 KZ0941  NGVD 29 (??/??/92)  299.570  (m)          982.84   (f) ADJ UNCH    2 0
 KZ0941
 KZ0941.Superseded values are not recommended for survey control.
 KZ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0941.See file dsdata.txt to determine how the superseded data were derived.
 KZ0941
 KZ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE412628(NAD 83)
 KZ0941_MARKER: DB = BENCH MARK DISK
 KZ0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0941_STAMPING: J 274 1959
 KZ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0941+STABILITY: SURFACE MOTION
 KZ0941
 KZ0941  HISTORY     - Date     Condition        Report By
 KZ0941  HISTORY     - 1959     MONUMENTED       CGS
 KZ0941
 KZ0941                          STATION DESCRIPTION
 KZ0941
 KZ0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0941'4 MI NE FROM BERKSHIRE.
 KZ0941'ABOUT 1.1 MILES NORTH ALONG COUNTY ROAD 34 FROM THE INTERSECTION
 KZ0941'OF U.S. HIGHWAY 36 AT BERKSHIRE, THENCE ABOUT 2.9 MILES NORTHEAST
 KZ0941'ALONG TWP ROAD 56, 0.95 MILE NORTHWEST OF THE JUNCTION OF
 KZ0941'COUNTY ROAD 33 LEADING SOUTHEAST, 0.75 MILE NORTHEAST OF THE
 KZ0941'JUNCTION OF ROAD 33 LEADING NORTHWEST, 42 YARDS SOUTHWEST OF
 KZ0941'CONCRETE STEPS LEADING NORTHWEST TO A HOUSE, 19 FEET SOUTHEAST
 KZ0941'OF THE CENTER LINE OF ROAD, 1.9 FEET NORTHWEST OF A WIRE FENCE,
 KZ0941'16 1/2 FEET NORTHEAST OF A FENCE CORNER, 44 1/2 FEET EAST-NORTHEAST
 KZ0941'OF THE NORTHEAST END OF CONCRETE HEAD WALL OF A 15-INCH PIPE
 KZ0941'CULVERT UNDER ROAD 56, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 KZ0941'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  ALSO ABOUT
 KZ0941'0.4 MILE SOUTHWEST OF THE JUNCTION OF ROAD 67 LEADING NORTHWEST,
 KZ0941'0.15 MILE SOUTHWEST OF THE JUNCTION OF ROAD 67 LEADING SOUTHEAST
 KZ0941'AND SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1591 ***********************************************************************
 KY1591  DESIGNATION -  J 275
 KY1591  PID         -  KY1591
 KY1591  STATE/COUNTY-  OH/WAYNE
 KY1591  USGS QUAD   -  WOOSTER (1994)
 KY1591
 KY1591                         *CURRENT SURVEY CONTROL
 KY1591  ___________________________________________________________________
 KY1591* NAD 83(1986)-  40 45 41.     (N)    081 55 55.     (W)     SCALED    
 KY1591* NAVD 88     -       269.000  (meters)     882.54   (feet)  ADJUSTED  
 KY1591  ___________________________________________________________________
 KY1591  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KY1591  DYNAMIC HT  -         268.878 (meters)     882.14  (feet)  COMP
 KY1591  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 KY1591
 KY1591  VERT ORDER  -  SECOND    CLASS 0
 KY1591
 KY1591.The horizontal coordinates were scaled from a topographic map and have
 KY1591.an estimated accuracy of +/- 6 seconds.
 KY1591
 KY1591.The orthometric height was determined by differential leveling
 KY1591.and adjusted by the National Geodetic Survey in June 1991..
 KY1591
 KY1591.The geoid height was determined by GEOID03.
 KY1591
 KY1591.The dynamic height is computed by dividing the NAVD 88
 KY1591.geopotential number by the normal gravity value computed on the
 KY1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1591.degrees latitude (g = 980.6199 gals.).
 KY1591
 KY1591.The modeled gravity was interpolated from observed gravity values.
 KY1591
 KY1591;                    North         East    Units  Estimated Accuracy
 KY1591;SPC OH N     -   121,720.      647,960.      MT  (+/- 180 meters Scaled)
 KY1591
 KY1591                          SUPERSEDED SURVEY CONTROL
 KY1591
 KY1591  NGVD 29 (??/??/92)  269.209  (m)          883.23   (f) ADJ UNCH    2 0
 KY1591
 KY1591.Superseded values are not recommended for survey control.
 KY1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1591.See file dsdata.txt to determine how the superseded data were derived.
 KY1591
 KY1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF213126(NAD 83)
 KY1591_MARKER: DB = BENCH MARK DISK
 KY1591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1591_SP_SET: CULVERT
 KY1591_STAMPING: J 275 1959
 KY1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1591
 KY1591  HISTORY     - Date     Condition        Report By
 KY1591  HISTORY     - 1959     MONUMENTED       CGS
 KY1591  HISTORY     - 1971     GOOD             OHDT
 KY1591
 KY1591                          STATION DESCRIPTION
 KY1591
 KY1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1591'2.6 MI S FROM WOOSTER.
 KY1591'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 76 FROM THE POST
 KY1591'OFFICE AT WOOSTER, ON THE OUTSIDE AND AT THE SOUTH END OF A
 KY1591'CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHEAST, 39 FEET
 KY1591'WEST OF THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE NORTH
 KY1591'END OF THE WEST HEAD WALL TO A 12-FOOT ARCHED CULVERT, 1 FOOT
 KY1591'SOUTH OF THE NORTH END OF THE HEAD WALL, AND ABOUT 7 FEET BELOW
 KY1591'THE LEVEL OF THE HIGHWAY.
 KY1591
 KY1591                          STATION RECOVERY (1971)
 KY1591
 KY1591'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1769 ***********************************************************************
 KY1769  DESIGNATION -  J 276
 KY1769  PID         -  KY1769
 KY1769  STATE/COUNTY-  OH/HOLMES
 KY1769  USGS QUAD   -  SUGARCREEK (1994)
 KY1769
 KY1769                         *CURRENT SURVEY CONTROL
 KY1769  ___________________________________________________________________
 KY1769* NAD 83(1986)-  40 36 56.     (N)    081 41 49.     (W)     SCALED    
 KY1769* NAVD 88     -       399.678  (meters)    1311.28   (feet)  ADJUSTED  
 KY1769  ___________________________________________________________________
 KY1769  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KY1769  DYNAMIC HT  -         399.486 (meters)    1310.65  (feet)  COMP
 KY1769  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 KY1769
 KY1769  VERT ORDER  -  SECOND    CLASS 0
 KY1769
 KY1769.The horizontal coordinates were scaled from a topographic map and have
 KY1769.an estimated accuracy of +/- 6 seconds.
 KY1769
 KY1769.The orthometric height was determined by differential leveling
 KY1769.and adjusted by the National Geodetic Survey in June 1991..
 KY1769
 KY1769.The geoid height was determined by GEOID03.
 KY1769
 KY1769.The dynamic height is computed by dividing the NAVD 88
 KY1769.geopotential number by the normal gravity value computed on the
 KY1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1769.degrees latitude (g = 980.6199 gals.).
 KY1769
 KY1769.The modeled gravity was interpolated from observed gravity values.
 KY1769
 KY1769;                    North         East    Units  Estimated Accuracy
 KY1769;SPC OH N     -   105,680.      667,950.      MT  (+/- 180 meters Scaled)
 KY1769
 KY1769                          SUPERSEDED SURVEY CONTROL
 KY1769
 KY1769  NGVD 29 (??/??/92)  399.886  (m)         1311.96   (f) ADJ UNCH    2 0
 KY1769
 KY1769.Superseded values are not recommended for survey control.
 KY1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1769.See file dsdata.txt to determine how the superseded data were derived.
 KY1769
 KY1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME410963(NAD 83)
 KY1769_MARKER: DB = BENCH MARK DISK
 KY1769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY1769_SP_SET: BUILDING
 KY1769_STAMPING: J 276 1959
 KY1769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1769
 KY1769  HISTORY     - Date     Condition        Report By
 KY1769  HISTORY     - 1959     MONUMENTED       CGS
 KY1769
 KY1769                          STATION DESCRIPTION
 KY1769
 KY1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1769'AT WINESBURG.
 KY1769'AT WINESBURG, AT THE JUNCTION OF U.S. HIGHWAY 62 AND COUNTY
 KY1769'ROAD 160 LEADING WEST, AT THE WINESBURG SCHOOL, SET VERTICALLY
 KY1769'IN THE NORTHWEST FACE OF THE NORTH CORNER OF THE TWO-STORY
 KY1769'PART OF SCHOOL, 2 FEET SOUTHWEST OF THE NORTH CORNER OF
 KY1769'BUILDING, 2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 6
 KY1769'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY2007 ***********************************************************************
 KY2007  DESIGNATION -  J 277
 KY2007  PID         -  KY2007
 KY2007  STATE/COUNTY-  OH/HOLMES
 KY2007  USGS QUAD   -  FREDERICKSBURG (1994)
 KY2007
 KY2007                         *CURRENT SURVEY CONTROL
 KY2007  ___________________________________________________________________
 KY2007* NAD 83(1986)-  40 38 03.     (N)    081 50 42.     (W)     SCALED    
 KY2007* NAVD 88     -       350.055  (meters)    1148.47   (feet)  ADJUSTED  
 KY2007  ___________________________________________________________________
 KY2007  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KY2007  DYNAMIC HT  -         349.891 (meters)    1147.93  (feet)  COMP
 KY2007  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 KY2007
 KY2007  VERT ORDER  -  SECOND    CLASS 0
 KY2007
 KY2007.The horizontal coordinates were scaled from a topographic map and have
 KY2007.an estimated accuracy of +/- 6 seconds.
 KY2007
 KY2007.The orthometric height was determined by differential leveling
 KY2007.and adjusted by the National Geodetic Survey in June 1991..
 KY2007
 KY2007.The geoid height was determined by GEOID03.
 KY2007
 KY2007.The dynamic height is computed by dividing the NAVD 88
 KY2007.geopotential number by the normal gravity value computed on the
 KY2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2007.degrees latitude (g = 980.6199 gals.).
 KY2007
 KY2007.The modeled gravity was interpolated from observed gravity values.
 KY2007
 KY2007;                    North         East    Units  Estimated Accuracy
 KY2007;SPC OH N     -   107,650.      655,410.      MT  (+/- 180 meters Scaled)
 KY2007
 KY2007                          SUPERSEDED SURVEY CONTROL
 KY2007
 KY2007  NGVD 29 (??/??/92)  350.265  (m)         1149.16   (f) ADJ UNCH    2 0
 KY2007
 KY2007.Superseded values are not recommended for survey control.
 KY2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2007.See file dsdata.txt to determine how the superseded data were derived.
 KY2007
 KY2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME285984(NAD 83)
 KY2007_MARKER: DB = BENCH MARK DISK
 KY2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY2007_STAMPING: J 277 1959
 KY2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2007+STABILITY: SURFACE MOTION
 KY2007
 KY2007  HISTORY     - Date     Condition        Report By
 KY2007  HISTORY     - 1959     MONUMENTED       CGS
 KY2007  HISTORY     - 1971     GOOD             OHDT
 KY2007
 KY2007                          STATION DESCRIPTION
 KY2007
 KY2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY2007'1.8 MI NW FROM FRYBURG.
 KY2007'ABOUT 1.8 MILES NORTHWEST ALONG COUNTY ROAD 201 FROM THE
 KY2007'INTERSECTION OF STATE HIGHWAY 241 AT FRYBURG, 0.75 MILE SOUTH OF
 KY2007'THE JUNCTION OF ROAD 201 LEADING WEST AND SOUTH AND THE EAST
 KY2007'JUNCTION OF TWP ROAD 214 LEADING EAST, 0.65 MILE NORTHWEST OF
 KY2007'A 15-FOOT BRIDGE OVER A SMALL STREAM, 0.2 MILE SOUTH OF THE
 KY2007'JUNCTION OF A DRIVE LEADING WEST TO A LARGE TWO-STORY WHITE
 KY2007'PAINTED HOUSE AND A LARGE WHITE PAINTED BARN, 20 FEET EAST OF
 KY2007'THE CENTER LINE OF ROAD 201, 69 FEET SOUTH OF THE EAST END OF A
 KY2007'36-INCH PIPE CULVERT, 41 FEET SOUTH OF A T FENCE CORNER, 1 1/2
 KY2007'FEET WEST OF THE NORTH-SOUTH FENCE LINE, 2 FEET NORTH OF A
 KY2007'STEEL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD,
 KY2007'AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KY2007
 KY2007                          STATION RECOVERY (1971)
 KY2007
 KY2007'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY2007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1966 ***********************************************************************
 KY1966  DESIGNATION -  J 278
 KY1966  PID         -  KY1966
 KY1966  STATE/COUNTY-  OH/WAYNE
 KY1966  USGS QUAD   -  FREDERICKSBURG (1994)
 KY1966
 KY1966                         *CURRENT SURVEY CONTROL
 KY1966  ___________________________________________________________________
 KY1966* NAD 83(1986)-  40 41 49.     (N)    081 47 01.     (W)     SCALED    
 KY1966* NAVD 88     -       380.400  (meters)    1248.03   (feet)  ADJUSTED  
 KY1966  ___________________________________________________________________
 KY1966  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KY1966  DYNAMIC HT  -         380.223 (meters)    1247.45  (feet)  COMP
 KY1966  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 KY1966
 KY1966  VERT ORDER  -  SECOND    CLASS 0
 KY1966
 KY1966.The horizontal coordinates were scaled from a topographic map and have
 KY1966.an estimated accuracy of +/- 6 seconds.
 KY1966
 KY1966.The orthometric height was determined by differential leveling
 KY1966.and adjusted by the National Geodetic Survey in June 1991..
 KY1966
 KY1966.The geoid height was determined by GEOID03.
 KY1966
 KY1966.The dynamic height is computed by dividing the NAVD 88
 KY1966.geopotential number by the normal gravity value computed on the
 KY1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1966.degrees latitude (g = 980.6199 gals.).
 KY1966
 KY1966.The modeled gravity was interpolated from observed gravity values.
 KY1966
 KY1966;                    North         East    Units  Estimated Accuracy
 KY1966;SPC OH N     -   114,660.      660,550.      MT  (+/- 180 meters Scaled)
 KY1966
 KY1966                          SUPERSEDED SURVEY CONTROL
 KY1966
 KY1966  NGVD 29 (??/??/92)  380.612  (m)         1248.72   (f) ADJ UNCH    2 0
 KY1966
 KY1966.Superseded values are not recommended for survey control.
 KY1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1966.See file dsdata.txt to determine how the superseded data were derived.
 KY1966
 KY1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF337054(NAD 83)
 KY1966_MARKER: DB = BENCH MARK DISK
 KY1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1966_STAMPING: J 278 1959
 KY1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1966+STABILITY: SURFACE MOTION
 KY1966
 KY1966  HISTORY     - Date     Condition        Report By
 KY1966  HISTORY     - 1959     MONUMENTED       CGS
 KY1966
 KY1966                          STATION DESCRIPTION
 KY1966
 KY1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1966'0.4 MI E FROM MAYSVILLE.
 KY1966'ABOUT 0.35 MILE EAST ALONG COUNTY ROAD NO. 2 FROM THE CHURCH OF
 KY1966'GOD AT MAYSVILLE, 23 1/2 FEET SOUTH OF CENTER LINE OF ROAD
 KY1966'NO. 2, 211 FEET EAST OF CENTER OF INTERSECTION OF COUNTY ROAD
 KY1966'363, 36 1/2 FEET EAST OF A FENCE CORNER, 28 1/2 FEET WEST OF A
 KY1966'10-INCH MAPLE TREE WHICH IS IN A FENCE LINE, 1 1/2 FEET NORTH
 KY1966'OF FENCE LINE, 2 FEET WEST OF A STEEL WITNESS POST, ABOUT 1
 KY1966'FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 KY1966'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1945 ***********************************************************************
 KY1945  DESIGNATION -  J 279
 KY1945  PID         -  KY1945
 KY1945  STATE/COUNTY-  OH/STARK
 KY1945  USGS QUAD   -  WILMOT (1994)
 KY1945
 KY1945                         *CURRENT SURVEY CONTROL
 KY1945  ___________________________________________________________________
 KY1945* NAD 83(1986)-  40 43 46.     (N)    081 38 16.     (W)     SCALED    
 KY1945* NAVD 88     -       304.405  (meters)     998.70   (feet)  ADJUSTED  
 KY1945  ___________________________________________________________________
 KY1945  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KY1945  DYNAMIC HT  -         304.263 (meters)     998.24  (feet)  COMP
 KY1945  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 KY1945
 KY1945  VERT ORDER  -  SECOND    CLASS 0
 KY1945
 KY1945.The horizontal coordinates were scaled from a topographic map and have
 KY1945.an estimated accuracy of +/- 6 seconds.
 KY1945
 KY1945.The orthometric height was determined by differential leveling
 KY1945.and adjusted by the National Geodetic Survey in June 1991..
 KY1945
 KY1945.The geoid height was determined by GEOID03.
 KY1945
 KY1945.The dynamic height is computed by dividing the NAVD 88
 KY1945.geopotential number by the normal gravity value computed on the
 KY1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1945.degrees latitude (g = 980.6199 gals.).
 KY1945
 KY1945.The modeled gravity was interpolated from observed gravity values.
 KY1945
 KY1945;                    North         East    Units  Estimated Accuracy
 KY1945;SPC OH N     -   118,380.      672,840.      MT  (+/- 180 meters Scaled)
 KY1945
 KY1945                          SUPERSEDED SURVEY CONTROL
 KY1945
 KY1945  NGVD 29 (??/??/92)  304.618  (m)          999.40   (f) ADJ UNCH    2 0
 KY1945
 KY1945.Superseded values are not recommended for survey control.
 KY1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1945.See file dsdata.txt to determine how the superseded data were derived.
 KY1945
 KY1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF461089(NAD 83)
 KY1945_MARKER: DB = BENCH MARK DISK
 KY1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1945_STAMPING: J 279 1959
 KY1945_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1945+STABILITY: SURFACE MOTION
 KY1945
 KY1945  HISTORY     - Date     Condition        Report By
 KY1945  HISTORY     - 1959     MONUMENTED       CGS
 KY1945  HISTORY     - 19910315 GOOD             OHDT
 KY1945  HISTORY     - 19991030 GOOD             USPSQD
 KY1945
 KY1945                          STATION DESCRIPTION
 KY1945
 KY1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1945'1.1 MI W FROM ELTON.
 KY1945'ABOUT 1.1 MILES WEST ALONG A BLACK TOP ROAD FROM THE BLACK TOP
 KY1945'ROAD CROSSING AT ELTON, 0.1 MILE WEST OF A BLACK TOP ROAD
 KY1945'CROSSING, NEAR A 20-FOOT CONCRETE AND STONE BRIDGE OVER A SMALL
 KY1945'STREAM, 20 FEET SOUTH OF CENTER LINE OF ROAD, 62 1/2 FEET
 KY1945'EAST OF SOUTHEAST CORNER OF BRIDGE, 3 FEET WEST OF THE FIRST
 KY1945'TELEPHONE POLE EAST OF BRIDGE AND IN LINE WITH THE ROW OF POLES,
 KY1945'2 FEET EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH ROAD
 KY1945'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KY1945
 KY1945                          STATION RECOVERY (1991)
 KY1945
 KY1945'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (JF)
 KY1945'------ REPORT BY ODOT --------1991---------- CONDITION - GOOD -------
 KY1945
 KY1945                          STATION RECOVERY (1999)
 KY1945
 KY1945'RECOVERY NOTE BY US POWER SQUADRON 1999
 KY1945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1132 ***********************************************************************
 KZ1132  DESIGNATION -  J 28
 KZ1132  PID         -  KZ1132
 KZ1132  STATE/COUNTY-  OH/RICHLAND
 KZ1132  USGS QUAD   -  MANSFIELD SOUTH (1984)
 KZ1132
 KZ1132                         *CURRENT SURVEY CONTROL
 KZ1132  ___________________________________________________________________
 KZ1132* NAD 83(1986)-  40 43 57.     (N)    082 34 11.     (W)     SCALED    
 KZ1132* NAVD 88     -       391.860  (meters)    1285.63   (feet)  ADJUSTED  
 KZ1132  ___________________________________________________________________
 KZ1132  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KZ1132  DYNAMIC HT  -         391.666 (meters)    1284.99  (feet)  COMP
 KZ1132  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 KZ1132
 KZ1132  VERT ORDER  -  SECOND    CLASS 0
 KZ1132
 KZ1132.The horizontal coordinates were scaled from a topographic map and have
 KZ1132.an estimated accuracy of +/- 6 seconds.
 KZ1132
 KZ1132.The orthometric height was determined by differential leveling
 KZ1132.and adjusted by the National Geodetic Survey in June 1991..
 KZ1132
 KZ1132.The geoid height was determined by GEOID03.
 KZ1132
 KZ1132.The dynamic height is computed by dividing the NAVD 88
 KZ1132.geopotential number by the normal gravity value computed on the
 KZ1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1132.degrees latitude (g = 980.6199 gals.).
 KZ1132
 KZ1132.The modeled gravity was interpolated from observed gravity values.
 KZ1132
 KZ1132;                    North         East    Units  Estimated Accuracy
 KZ1132;SPC OH N     -   118,360.      594,110.      MT  (+/- 180 meters Scaled)
 KZ1132
 KZ1132                          SUPERSEDED SURVEY CONTROL
 KZ1132
 KZ1132  NGVD 29 (??/??/92)  392.008  (m)         1286.11   (f) ADJ UNCH    2 0
 KZ1132
 KZ1132.Superseded values are not recommended for survey control.
 KZ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1132.See file dsdata.txt to determine how the superseded data were derived.
 KZ1132
 KZ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF674102(NAD 83)
 KZ1132_MARKER: DB = BENCH MARK DISK
 KZ1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1132_STAMPING: J 28 1934
 KZ1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1132+STABILITY: SURFACE MOTION
 KZ1132
 KZ1132  HISTORY     - Date     Condition        Report By
 KZ1132  HISTORY     - 1934     MONUMENTED       CGS
 KZ1132  HISTORY     - 1959     GOOD             NGS
 KZ1132  HISTORY     - 1984     POOR             LOCSUR
 KZ1132  HISTORY     - 1989     GOOD             USPSQD
 KZ1132
 KZ1132                          STATION DESCRIPTION
 KZ1132
 KZ1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ1132'4.1 MI SW FROM MANSFIELD.
 KZ1132'ABOUT 4.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KZ1132'FROM THE INTERSECTION OF MULBERRY STREET AT MANSFIELD, AT CROSSING
 KZ1132'OF MARION ROAD AT ALTA, 39 1/2 FEET EAST OF EAST RAIL OF MAIN
 KZ1132'TRACK, 26 FEET EAST OF EAST RAIL OF A SIDE TRACK, 109 FEET NORTH
 KZ1132'OF CENTER LINE OF MARION ROAD, 3 FEET WEST OF MILEAGE POLE NO.
 KZ1132'57+5, 130 FEET SOUTHEAST AND ACROSS TRACKS FROM CONCRETE LOADING
 KZ1132'PLATFORM OF A LUMBER SHOP BUILDING, ABOUT 1 FOOT BELOW LEVEL OF
 KZ1132'MAIN TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 KZ1132'INCHES.
 KZ1132
 KZ1132                          STATION RECOVERY (1984)
 KZ1132
 KZ1132'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KZ1132'DESC: CONCRETE POST BROKEN 1' BELOW GROUND, REINFORCING BARS HOLD
 KZ1132'BOTH PIECES TOFETHER. METAL WITNESS POST AND SIGN PRESENT.
 KZ1132
 KZ1132                          STATION RECOVERY (1989)
 KZ1132
 KZ1132'RECOVERY NOTE BY US POWER SQUADRON 1989 (BN)
 KZ1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1875 ***********************************************************************
 KY1875  DESIGNATION -  J 280
 KY1875  PID         -  KY1875
 KY1875  STATE/COUNTY-  OH/WAYNE
 KY1875  USGS QUAD   -  ORRVILLE (1994)
 KY1875
 KY1875                         *CURRENT SURVEY CONTROL
 KY1875  ___________________________________________________________________
 KY1875* NAD 83(1986)-  40 50 21.     (N)    081 46 05.     (W)     SCALED    
 KY1875* NAVD 88     -       322.716  (meters)    1058.78   (feet)  ADJUSTED  
 KY1875  ___________________________________________________________________
 KY1875  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KY1875  DYNAMIC HT  -         322.571 (meters)    1058.30  (feet)  COMP
 KY1875  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 KY1875
 KY1875  VERT ORDER  -  SECOND    CLASS 0
 KY1875
 KY1875.The horizontal coordinates were scaled from a topographic map and have
 KY1875.an estimated accuracy of +/- 6 seconds.
 KY1875
 KY1875.The orthometric height was determined by differential leveling
 KY1875.and adjusted by the National Geodetic Survey in June 1991..
 KY1875
 KY1875.The geoid height was determined by GEOID03.
 KY1875
 KY1875.The dynamic height is computed by dividing the NAVD 88
 KY1875.geopotential number by the normal gravity value computed on the
 KY1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1875.degrees latitude (g = 980.6199 gals.).
 KY1875
 KY1875.The modeled gravity was interpolated from observed gravity values.
 KY1875
 KY1875;                    North         East    Units  Estimated Accuracy
 KY1875;SPC OH N     -   130,460.      661,730.      MT  (+/- 180 meters Scaled)
 KY1875
 KY1875                          SUPERSEDED SURVEY CONTROL
 KY1875
 KY1875  NGVD 29 (??/??/92)  322.941  (m)         1059.52   (f) ADJ UNCH    2 0
 KY1875
 KY1875.Superseded values are not recommended for survey control.
 KY1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1875.See file dsdata.txt to determine how the superseded data were derived.
 KY1875
 KY1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF352211(NAD 83)
 KY1875_MARKER: DB = BENCH MARK DISK
 KY1875_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KY1875_SP_SET: 17 FEET
 KY1875_STAMPING: J 280 1959
 KY1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY1875
 KY1875  HISTORY     - Date     Condition        Report By
 KY1875  HISTORY     - 1959     MONUMENTED       CGS
 KY1875  HISTORY     - 1971     GOOD             OHDT
 KY1875  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KY1875
 KY1875                          STATION DESCRIPTION
 KY1875
 KY1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1875'AT ORRVILLE.
 KY1875'AT ORRVILLE, IN THE SOUTHWEST CORNER OF THE CROSSING OF TWO
 KY1875'PENNSYLVANIA RAILROAD TRACKS, ABOUT 69 YARDS SOUTHWEST OF AND ACROSS
 KY1875'BOTH TRACKS FROM THE SOUTHWEST CORNER OF THE STATION, 38 1/2 FEET
 KY1875'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK OF THE EAST-WEST LINE,
 KY1875'94 FEET SOUTHWEST OF THE JUNCTION OF THE SOUTH RAIL OF THE EAST-WEST
 KY1875'TRACK AND THE NORTHWEST RAIL OF THE SOUTHWEST-NORTHEAST TRACK,
 KY1875'27 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 KY1875'NORTHEAST-SOUTHWEST TRACK, 113 1/2 FEET WEST-SOUTHWEST OF AND ACROSS
 KY1875'THE TRACK LEADING SOUTHWEST FROM THE SOUTHWEST CORNER OF THE SWITCH
 KY1875'TOWER, 1 1/2 FEET SOUTHWEST OF THE FIRST TELEPHONE POLE WEST OF THE
 KY1875'CROSSING, 1 FOOT NORTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL
 KY1875'WITH THE CROSSING, AND IS A DISK ON COPPER-COATED STEEL ROD
 KY1875'PROJECTING 1 INCH AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 2
 KY1875'INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 17 FEET.
 KY1875
 KY1875                          STATION RECOVERY (1971)
 KY1875
 KY1875'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1875'RECOVERED IN GOOD CONDITION.
 KY1875
 KY1875                          STATION RECOVERY (1987)
 KY1875
 KY1875'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1831 ***********************************************************************
 KY1831  DESIGNATION -  J 281 RESET
 KY1831  PID         -  KY1831
 KY1831  STATE/COUNTY-  OH/WAYNE
 KY1831  USGS QUAD   -  RITTMAN (1994)
 KY1831
 KY1831                         *CURRENT SURVEY CONTROL
 KY1831  ___________________________________________________________________
 KY1831* NAD 83(1986)-  40 55 51.     (N)    081 45 47.     (W)     SCALED    
 KY1831* NAVD 88     -       300.36   (+/-2cm)     985.4    (feet)  VERTCON   
 KY1831  ___________________________________________________________________
 KY1831  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KY1831
 KY1831  VERT ORDER  -  THIRD (See Below)
 KY1831
 KY1831.The horizontal coordinates were scaled from a topographic map and have
 KY1831.an estimated accuracy of +/- 6 seconds.
 KY1831
 KY1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY1831.The vertical order pertains to the NGVD 29 superseded value.
 KY1831
 KY1831.The geoid height was determined by GEOID03.
 KY1831
 KY1831;                    North         East    Units  Estimated Accuracy
 KY1831;SPC OH N     -   140,640.      662,060.      MT  (+/- 180 meters Scaled)
 KY1831
 KY1831                          SUPERSEDED SURVEY CONTROL
 KY1831
 KY1831  NGVD 29 (10/13/05)  300.58   (m)          986.2    (f) RESET       3  
 KY1831
 KY1831.Superseded values are not recommended for survey control.
 KY1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1831.See file dsdata.txt to determine how the superseded data were derived.
 KY1831
 KY1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF357313(NAD 83)
 KY1831_MARKER: DB = BENCH MARK DISK
 KY1831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1831_STAMPING: J 281 RESET 1970
 KY1831_MARK LOGO: CGS   
 KY1831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1831
 KY1831  HISTORY     - Date     Condition        Report By
 KY1831  HISTORY     - 1970     MONUMENTED       CGS
 KY1831
 KY1831                          STATION DESCRIPTION
 KY1831
 KY1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 KY1831'3.6 MI W FROM RITTMAN.
 KY1831'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 94 FROM THE B. AND O.
 KY1831'RR STATION AT RITTMAN, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY
 KY1831'108 TO THE JUNCTION OF STATE HIGHWAY 57 AND THE MARK, 1 FOOT
 KY1831'WEST OF A METAL WITNESS POST, 71 FEET EAST OF THE CENTERLINE
 KY1831'OF STATE HIGHWAY 57, 34 FEET SOUTH OF THE CENTERLINE OF STATE
 KY1831'HIGHWAY 108, ABOUT 5 FEET LOWER IN ELEVATION THAN THE ROAD,
 KY1831'SET IN A DRILL HOLE IN THE TOP AND EAST SIDE OF A CONCRETE
 KY1831'HEADWALL OF A 30 INCH CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1336 ***********************************************************************
 KZ1336  DESIGNATION -  J 282 RESET
 KZ1336  PID         -  KZ1336
 KZ1336  STATE/COUNTY-  OH/MORROW
 KZ1336  USGS QUAD   -  MOUNT GILEAD (1987)
 KZ1336
 KZ1336                         *CURRENT SURVEY CONTROL
 KZ1336  ___________________________________________________________________
 KZ1336* NAD 83(1986)-  40 31 14.     (N)    082 45 02.     (W)     SCALED    
 KZ1336* NAVD 88     -       357.66   (+/-2cm)    1173.4    (feet)  VERTCON   
 KZ1336  ___________________________________________________________________
 KZ1336  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KZ1336
 KZ1336  VERT ORDER  -  THIRD (See Below)
 KZ1336
 KZ1336.The horizontal coordinates were scaled from a topographic map and have
 KZ1336.an estimated accuracy of +/- 6 seconds.
 KZ1336
 KZ1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 KZ1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KZ1336.The vertical order pertains to the NGVD 29 superseded value.
 KZ1336
 KZ1336.The geoid height was determined by GEOID03.
 KZ1336
 KZ1336;                    North         East    Units  Estimated Accuracy
 KZ1336;SPC OH N     -    94,850.      578,770.      MT  (+/- 180 meters Scaled)
 KZ1336
 KZ1336                          SUPERSEDED SURVEY CONTROL
 KZ1336
 KZ1336  NGVD 29 (??/??/??)  357.81   (m)         1173.9    (f) RESET       3  
 KZ1336
 KZ1336.Superseded values are not recommended for survey control.
 KZ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1336.See file dsdata.txt to determine how the superseded data were derived.
 KZ1336
 KZ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE517870(NAD 83)
 KZ1336_MARKER: DB = BENCH MARK DISK
 KZ1336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ1336_SP_SET: CONCRETE DRAIN
 KZ1336_STAMPING: J 282 RESET 1966
 KZ1336_MARK LOGO: CGS   
 KZ1336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ1336
 KZ1336  HISTORY     - Date     Condition        Report By
 KZ1336  HISTORY     - 1966     MONUMENTED       OHHD
 KZ1336  HISTORY     - 1966     GOOD             CGS
 KZ1336
 KZ1336                          STATION DESCRIPTION
 KZ1336
 KZ1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KZ1336'4.4 MI NW FROM CHESTERVILLE.
 KZ1336'ABOUT 4.4 MILES NORTHWEST ALONG STATE ROUTE 95 FROM THE INTERSECTION
 KZ1336'OF STATE ROUTE 314 IN CHESTERVILLE, 0.1 MILE EAST OF TOWNSHIP
 KZ1336'ROAD 14, 73 FEET SOUTHWEST OF THE APPROXIAMTE CENTER OF STATE
 KZ1336'ROUTE 95, AND 2.8 FEET SOUTHEAST OF THE CENTER OF A CONCRETE
 KZ1336'DRAIN.  IT IS A STANDARD DISK CEMENTED IN THE SOUTHEAST WING
 KZ1336'OF A CONCRETE DRAIN STRUCTURE NO. MRW 95-1245, ABOUT 6 FEET
 KZ1336'BELOW THE LEVEL OF THE HIGHWAY AND THE DISK IS STAMPED J 282
 KZ1336'RESET 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0830 ***********************************************************************
 KZ0830  DESIGNATION -  J 283
 KZ0830  PID         -  KZ0830
 KZ0830  STATE/COUNTY-  OH/DELAWARE
 KZ0830  USGS QUAD   -  KILBOURNE (1983)
 KZ0830
 KZ0830                         *CURRENT SURVEY CONTROL
 KZ0830  ___________________________________________________________________
 KZ0830* NAD 83(1986)-  40 15 59.     (N)    082 55 40.     (W)     SCALED    
 KZ0830* NAVD 88     -       297.369  (meters)     975.62   (feet)  ADJUSTED  
 KZ0830  ___________________________________________________________________
 KZ0830  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KZ0830  DYNAMIC HT  -         297.211 (meters)     975.10  (feet)  COMP
 KZ0830  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 KZ0830
 KZ0830  VERT ORDER  -  SECOND    CLASS 0
 KZ0830
 KZ0830.The horizontal coordinates were scaled from a topographic map and have
 KZ0830.an estimated accuracy of +/- 6 seconds.
 KZ0830
 KZ0830.The orthometric height was determined by differential leveling
 KZ0830.and adjusted by the National Geodetic Survey in June 1991..
 KZ0830
 KZ0830.The geoid height was determined by GEOID03.
 KZ0830
 KZ0830.The dynamic height is computed by dividing the NAVD 88
 KZ0830.geopotential number by the normal gravity value computed on the
 KZ0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0830.degrees latitude (g = 980.6199 gals.).
 KZ0830
 KZ0830.The modeled gravity was interpolated from observed gravity values.
 KZ0830
 KZ0830;                    North         East    Units  Estimated Accuracy
 KZ0830;SPC OH N     -    66,690.      563,610.      MT  (+/- 180 meters Scaled)
 KZ0830
 KZ0830                          SUPERSEDED SURVEY CONTROL
 KZ0830
 KZ0830  NGVD 29 (??/??/92)  297.531  (m)          976.15   (f) ADJ UNCH    2 0
 KZ0830
 KZ0830.Superseded values are not recommended for survey control.
 KZ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0830.See file dsdata.txt to determine how the superseded data were derived.
 KZ0830
 KZ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE360591(NAD 83)
 KZ0830_MARKER: DB = BENCH MARK DISK
 KZ0830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0830_SP_SET: COLUMN OF PIER
 KZ0830_STAMPING: J 283 1959
 KZ0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0830
 KZ0830  HISTORY     - Date     Condition        Report By
 KZ0830  HISTORY     - 1959     MONUMENTED       CGS
 KZ0830
 KZ0830                          STATION DESCRIPTION
 KZ0830
 KZ0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0830'1 MI W FROM BERKSHIRE.
 KZ0830'ABOUT 1.05 MILES WEST ALONG U.S. HIGHWAY 36 FROM THE INTERSECTION
 KZ0830'OF ROAD 34 AT BERKSHIRE,  AT THE OVERPASS OF U.S. HIGHWAY 36
 KZ0830'OVER INTERSTATE HIGHWAY 72, 30 FEET WEST OF THE CENTER LINE OF
 KZ0830'THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 72, SET VERTICALLY
 KZ0830'IN THE NORTH CONCRETE COLUMN OF WEST PIER OF OVERPASS, AND ABOUT
 KZ0830'3 FEET ABOVE THE LEVEL OF THE INTERSTATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0907 ***********************************************************************
 KZ0907  DESIGNATION -  J 284
 KZ0907  PID         -  KZ0907
 KZ0907  STATE/COUNTY-  OH/MORROW
 KZ0907  USGS QUAD   -  MARENGO (1961)
 KZ0907
 KZ0907                         *CURRENT SURVEY CONTROL
 KZ0907  ___________________________________________________________________
 KZ0907* NAD 83(1986)-  40 24 03.     (N)    082 46 36.     (W)     SCALED    
 KZ0907* NAVD 88     -       364.058  (meters)    1194.41   (feet)  ADJUSTED  
 KZ0907  ___________________________________________________________________
 KZ0907  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KZ0907  DYNAMIC HT  -         363.866 (meters)    1193.78  (feet)  COMP
 KZ0907  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 KZ0907
 KZ0907  VERT ORDER  -  SECOND    CLASS 0
 KZ0907
 KZ0907.The horizontal coordinates were scaled from a topographic map and have
 KZ0907.an estimated accuracy of +/- 6 seconds.
 KZ0907
 KZ0907.The orthometric height was determined by differential leveling
 KZ0907.and adjusted by the National Geodetic Survey in June 1991..
 KZ0907
 KZ0907.The geoid height was determined by GEOID03.
 KZ0907
 KZ0907.The dynamic height is computed by dividing the NAVD 88
 KZ0907.geopotential number by the normal gravity value computed on the
 KZ0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0907.degrees latitude (g = 980.6199 gals.).
 KZ0907
 KZ0907.The modeled gravity was interpolated from observed gravity values.
 KZ0907
 KZ0907;                    North         East    Units  Estimated Accuracy
 KZ0907;SPC OH N     -    81,560.      576,510.      MT  (+/- 180 meters Scaled)
 KZ0907
 KZ0907                          SUPERSEDED SURVEY CONTROL
 KZ0907
 KZ0907  NGVD 29 (??/??/92)  364.206  (m)         1194.90   (f) ADJ UNCH    2 0
 KZ0907
 KZ0907.Superseded values are not recommended for survey control.
 KZ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0907.See file dsdata.txt to determine how the superseded data were derived.
 KZ0907
 KZ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE492737(NAD 83)
 KZ0907_MARKER: DB = BENCH MARK DISK
 KZ0907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0907_SP_SET: ABUTMENT
 KZ0907_STAMPING: J 284 1959
 KZ0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0907
 KZ0907  HISTORY     - Date     Condition        Report By
 KZ0907  HISTORY     - 1959     MONUMENTED       CGS
 KZ0907  HISTORY     - 1967     GOOD             NGS
 KZ0907  HISTORY     - 1990     GOOD             USPSQD
 KZ0907  HISTORY     - 20030728 MARK NOT FOUND   USPSQD
 KZ0907
 KZ0907                          STATION DESCRIPTION
 KZ0907
 KZ0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0907'2 MI E FROM MARENGO.
 KZ0907'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 229 FROM THE POST
 KZ0907'OFFICE AT MARENGO, 0.35 MILE WEST OF THE JUNCTION OF ROAD 220
 KZ0907'LEADING NORTH, 0.65 MILE EAST OF THE INTERSECTION OF ROAD 170,
 KZ0907'18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN TOP AND
 KZ0907'SECOND STEP DOWN OF NORTH END OF THE WEST ABUTMENT OF A
 KZ0907'15-FOOT CONCRETE BRIDGE, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 KZ0907'OF THE HIGHWAY.
 KZ0907
 KZ0907                          STATION RECOVERY (1967)
 KZ0907
 KZ0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0907'RECOVERED IN GOOD CONDITION.
 KZ0907
 KZ0907                          STATION RECOVERY (1990)
 KZ0907
 KZ0907'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ0907'RECOVERED IN GOOD CONDITION.
 KZ0907
 KZ0907                          STATION RECOVERY (2003)
 KZ0907
 KZ0907'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 KZ0907'STEPS BROKEN OFF NOW ROUGH CONCRETE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0980 ***********************************************************************
 KZ0980  DESIGNATION -  J 285
 KZ0980  PID         -  KZ0980
 KZ0980  STATE/COUNTY-  OH/KNOX
 KZ0980  USGS QUAD   -  FREDERICKTOWN (1984)
 KZ0980
 KZ0980                         *CURRENT SURVEY CONTROL
 KZ0980  ___________________________________________________________________
 KZ0980* NAD 83(1986)-  40 25 26.     (N)    082 35 35.     (W)     SCALED    
 KZ0980* NAVD 88     -       347.956  (meters)    1141.59   (feet)  ADJUSTED  
 KZ0980  ___________________________________________________________________
 KZ0980  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KZ0980  DYNAMIC HT  -         347.773 (meters)    1140.99  (feet)  COMP
 KZ0980  MODELED GRAV-     980,091.0   (mgal)                       NAVD 88
 KZ0980
 KZ0980  VERT ORDER  -  SECOND    CLASS 0
 KZ0980
 KZ0980.The horizontal coordinates were scaled from a topographic map and have
 KZ0980.an estimated accuracy of +/- 6 seconds.
 KZ0980
 KZ0980.The orthometric height was determined by differential leveling
 KZ0980.and adjusted by the National Geodetic Survey in June 1991..
 KZ0980
 KZ0980.The geoid height was determined by GEOID03.
 KZ0980
 KZ0980.The dynamic height is computed by dividing the NAVD 88
 KZ0980.geopotential number by the normal gravity value computed on the
 KZ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0980.degrees latitude (g = 980.6199 gals.).
 KZ0980
 KZ0980.The modeled gravity was interpolated from observed gravity values.
 KZ0980
 KZ0980;                    North         East    Units  Estimated Accuracy
 KZ0980;SPC OH N     -    84,090.      592,100.      MT  (+/- 180 meters Scaled)
 KZ0980
 KZ0980                          SUPERSEDED SURVEY CONTROL
 KZ0980
 KZ0980  NGVD 29 (??/??/92)  348.108  (m)         1142.08   (f) ADJ UNCH    2 0
 KZ0980
 KZ0980.Superseded values are not recommended for survey control.
 KZ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0980.See file dsdata.txt to determine how the superseded data were derived.
 KZ0980
 KZ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE648760(NAD 83)
 KZ0980_MARKER: DB = BENCH MARK DISK
 KZ0980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KZ0980_SP_SET: CULVERT
 KZ0980_STAMPING: J 285 1959
 KZ0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KZ0980
 KZ0980  HISTORY     - Date     Condition        Report By
 KZ0980  HISTORY     - 1959     MONUMENTED       CGS
 KZ0980  HISTORY     - 1967     GOOD             NGS
 KZ0980
 KZ0980                          STATION DESCRIPTION
 KZ0980
 KZ0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ0980'5.2 MI SW FROM FREDERICKTOWN.
 KZ0980'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 13 (MAIN ST.) FROM
 KZ0980'THE MUNICIPAL BUILDING AT FREDERICKTOWN, THENCE ABOUT 3.6 MILES
 KZ0980'SOUTHWEST ALONG KNOX COUNTY ROAD 11, THENCE ABOUT 1.3 MILES
 KZ0980'SOUTH ALONG KNOX COUNTY ROAD 1, THENCE ABOUT 0.1 MILE WEST
 KZ0980'ALONG KNOX CO. ROAD 13, AT THE WEST JUNCTION OF COUNTY ROADS 13
 KZ0980'AND 1, 47 YARDS EAST OF THE JUNCTION OF ROAD 1 LEADING SOUTH, 13
 KZ0980'FEET SOUTH OF THE CENTER LINE OF ROAD 13, 0.05 MILE EAST OF A
 KZ0980'SMALL STEEL BRIDGE FOR ROAD 13 OVER GRANNY CREEK, IN TOP OF THE
 KZ0980'EAST END OF THE SOUTH HEAD WALL OF A 10-FOOT SKEW CONCRETE CULVERT
 KZ0980'UNDER ROAD 13 AND 1, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 KZ0980'NOTE-- THIS MARK CAN BE REACHED BY GOING ABOUT 1.3 MILES NORTHEAST
 KZ0980'ALONG U.S. HIGHWAY 36 FROM THE EAST JUNCTION OF COUNTY ROAD 25
 KZ0980'AT MT. LIBERTY, THENCE ABOUT 4.9 MILES NORTH ALONG TWP ROAD 65 AND
 KZ0980'KNOX COUNTY ROAD 1.
 KZ0980
 KZ0980                          STATION RECOVERY (1967)
 KZ0980
 KZ0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KZ0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1322 ***********************************************************************
 KZ1322  DESIGNATION -  J 286
 KZ1322  PID         -  KZ1322
 KZ1322  STATE/COUNTY-  OH/MORROW
 KZ1322  USGS QUAD   -  SHAUCK (1961)
 KZ1322
 KZ1322                         *CURRENT SURVEY CONTROL
 KZ1322  ___________________________________________________________________
 KZ1322* NAD 83(1986)-  40 32 14.     (N)    082 39 51.     (W)     SCALED    
 KZ1322* NAVD 88     -       420.062  (meters)    1378.15   (feet)  ADJUSTED  
 KZ1322  ___________________________________________________________________
 KZ1322  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KZ1322  DYNAMIC HT  -         419.845 (meters)    1377.44  (feet)  COMP
 KZ1322  MODELED GRAV-     980,096.0   (mgal)                       NAVD 88
 KZ1322
 KZ1322  VERT ORDER  -  SECOND    CLASS 0
 KZ1322
 KZ1322.The horizontal coordinates were scaled from a topographic map and have
 KZ1322.an estimated accuracy of +/- 6 seconds.
 KZ1322
 KZ1322.The orthometric height was determined by differential leveling
 KZ1322.and adjusted by the National Geodetic Survey in June 1991..
 KZ1322
 KZ1322.The geoid height was determined by GEOID03.
 KZ1322
 KZ1322.The dynamic height is computed by dividing the NAVD 88
 KZ1322.geopotential number by the normal gravity value computed on the
 KZ1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1322.degrees latitude (g = 980.6199 gals.).
 KZ1322
 KZ1322.The modeled gravity was interpolated from observed gravity values.
 KZ1322
 KZ1322;                    North         East    Units  Estimated Accuracy
 KZ1322;SPC OH N     -    96,690.      586,090.      MT  (+/- 180 meters Scaled)
 KZ1322
 KZ1322                          SUPERSEDED SURVEY CONTROL
 KZ1322
 KZ1322  NGVD 29 (??/??/92)  420.226  (m)         1378.69   (f) ADJ UNCH    2 0
 KZ1322
 KZ1322.Superseded values are not recommended for survey control.
 KZ1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1322.See file dsdata.txt to determine how the superseded data were derived.
 KZ1322
 KZ1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE590887(NAD 83)
 KZ1322_MARKER: DB = BENCH MARK DISK
 KZ1322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1322_SP_SET: BRIDGE
 KZ1322_STAMPING: J 286 1959
 KZ1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1322
 KZ1322  HISTORY     - Date     Condition        Report By
 KZ1322  HISTORY     - 1959     MONUMENTED       CGS
 KZ1322
 KZ1322                          STATION DESCRIPTION
 KZ1322
 KZ1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KZ1322'3.8 MI N FROM CHESTERVILLE.
 KZ1322'ABOUT 3.85 MILES NORTH ALONG STATE HIGHWAY 314 FROM THE INTERSECTION
 KZ1322'OF STATE HIGHWAY 95 AT CHESTERVILLE, 0.9 MILE SOUTH OF THE
 KZ1322'INTERSECTION OF MORROW COUNTY ROAD 22, 0.15 MILE NORTH OF THE
 KZ1322'JUNCTION OF ROAD 119 LEADING EAST, 15 FEET EAST OF THE CENTER
 KZ1322'LINE OF HIGHWAY 314, IN TOP AND 18 1/2 FEET NORTH OF THE SOUTH
 KZ1322'END OF THE EAST BRIDGE SIDEWALK OF OVERPASS OF HIGHWAY 314 OVER
 KZ1322'INTERSTATE HIGHWAY 72, 0.9 FOOT WEST OF THE CONCRETE RAIL
 KZ1322'FOOTING, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 KZ1322'NOTE-- THIS MARK CAN BE REACHED BY GOING ABOUT 2.1 MILES NORTHWEST
 KZ1322'ALONG KNOX COUNTY ROAD 6 AND MORROW COUNTY ROAD 22 FROM THE
 KZ1322'METHODIST CHURCH AT WATERFORD, KNOX COUNTY, THENCE ABOUT 0.9
 KZ1322'MILE SOUTH ALONG STATE HIGHWAY 314.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1877 ***********************************************************************
 KY1877  DESIGNATION -  J 287
 KY1877  PID         -  KY1877
 KY1877  STATE/COUNTY-  OH/WAYNE
 KY1877  USGS QUAD   -  WOOSTER (1994)
 KY1877
 KY1877                         *CURRENT SURVEY CONTROL
 KY1877  ___________________________________________________________________
 KY1877* NAD 83(1986)-  40 45 54.     (N)    081 53 59.     (W)     SCALED    
 KY1877* NAVD 88     -       333.708  (meters)    1094.84   (feet)  ADJUSTED  
 KY1877  ___________________________________________________________________
 KY1877  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KY1877  DYNAMIC HT  -         333.556 (meters)    1094.34  (feet)  COMP
 KY1877  MODELED GRAV-     980,160.4   (mgal)                       NAVD 88
 KY1877
 KY1877  VERT ORDER  -  SECOND    CLASS 0
 KY1877
 KY1877.The horizontal coordinates were scaled from a topographic map and have
 KY1877.an estimated accuracy of +/- 6 seconds.
 KY1877
 KY1877.The orthometric height was determined by differential leveling
 KY1877.and adjusted by the National Geodetic Survey in June 1991..
 KY1877
 KY1877.The geoid height was determined by GEOID03.
 KY1877
 KY1877.The dynamic height is computed by dividing the NAVD 88
 KY1877.geopotential number by the normal gravity value computed on the
 KY1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1877.degrees latitude (g = 980.6199 gals.).
 KY1877
 KY1877.The modeled gravity was interpolated from observed gravity values.
 KY1877
 KY1877;                    North         East    Units  Estimated Accuracy
 KY1877;SPC OH N     -   122,140.      650,680.      MT  (+/- 180 meters Scaled)
 KY1877
 KY1877                          SUPERSEDED SURVEY CONTROL
 KY1877
 KY1877  NGVD 29 (??/??/92)  333.923  (m)         1095.55   (f) ADJ UNCH    2 0
 KY1877
 KY1877.Superseded values are not recommended for survey control.
 KY1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1877.See file dsdata.txt to determine how the superseded data were derived.
 KY1877
 KY1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF240130(NAD 83)
 KY1877_MARKER: DB = BENCH MARK DISK
 KY1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1877_STAMPING: J 287 1959
 KY1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1877+STABILITY: SURFACE MOTION
 KY1877
 KY1877  HISTORY     - Date     Condition        Report By
 KY1877  HISTORY     - 1959     MONUMENTED       CGS
 KY1877  HISTORY     - 1971     GOOD             OHDT
 KY1877  HISTORY     - 1987     GOOD             OHDT
 KY1877
 KY1877                          STATION DESCRIPTION
 KY1877
 KY1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1877'3.8 MI NW FROM APPLE CREEK.
 KY1877'ABOUT 3.85 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE TOWN
 KY1877'HALL AT APPLE CREEK, 0.35 MILE SOUTHEAST OF THE INTERSECTION OF
 KY1877'ROAD 92, 0.25 MILE NORTHWEST OF THE JUNCTION OF ROAD 501 LEADING
 KY1877'SOUTH TO FREDERICKSBURG, AT GUERNER, 26 1/2 FEET NORTHEAST OF THE
 KY1877'CENTER LINE OF THE HIGHWAY, 20 FEET NORTHWEST OF THE CENTER LINE
 KY1877'OF A FIELD DRIVE NORTH, 1 FOOT SOUTHWEST OF A WIRE FENCE, 3 1/2
 KY1877'FEET WEST OF A FENCE CORNER, 7 FEET NORTHEAST OF THE SOUTH LEG OF
 KY1877'A TWIN TELEPHONE POLE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 KY1877'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KY1877
 KY1877                          STATION RECOVERY (1971)
 KY1877
 KY1877'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1971
 KY1877'RECOVERED IN GOOD CONDITION.
 KY1877
 KY1877                          STATION RECOVERY (1987)
 KY1877
 KY1877'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KY1877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1818 ***********************************************************************
 KY1818  DESIGNATION -  J 289
 KY1818  PID         -  KY1818
 KY1818  STATE/COUNTY-  OH/WAYNE
 KY1818  USGS QUAD   -  WOOSTER (1994)
 KY1818
 KY1818                         *CURRENT SURVEY CONTROL
 KY1818  ___________________________________________________________________
 KY1818* NAD 83(1986)-  40 48 32.     (N)    081 54 54.     (W)     SCALED    
 KY1818* NAVD 88     -       288.274  (meters)     945.78   (feet)  ADJUSTED  
 KY1818  ___________________________________________________________________
 KY1818  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KY1818  DYNAMIC HT  -         288.143 (meters)     945.35  (feet)  COMP
 KY1818  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 KY1818
 KY1818  VERT ORDER  -  SECOND    CLASS 0
 KY1818
 KY1818.The horizontal coordinates were scaled from a topographic map and have
 KY1818.an estimated accuracy of +/- 6 seconds.
 KY1818
 KY1818.The orthometric height was determined by differential leveling
 KY1818.and adjusted by the National Geodetic Survey in June 1991..
 KY1818
 KY1818.The geoid height was determined by GEOID03.
 KY1818
 KY1818.The dynamic height is computed by dividing the NAVD 88
 KY1818.geopotential number by the normal gravity value computed on the
 KY1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1818.degrees latitude (g = 980.6199 gals.).
 KY1818
 KY1818.The modeled gravity was interpolated from observed gravity values.
 KY1818
 KY1818;                    North         East    Units  Estimated Accuracy
 KY1818;SPC OH N     -   127,010.      649,360.      MT  (+/- 180 meters Scaled)
 KY1818
 KY1818                          SUPERSEDED SURVEY CONTROL
 KY1818
 KY1818  NGVD 29 (??/??/92)  288.486  (m)          946.47   (f) ADJ UNCH    2 0
 KY1818
 KY1818.Superseded values are not recommended for survey control.
 KY1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1818.See file dsdata.txt to determine how the superseded data were derived.
 KY1818
 KY1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF228179(NAD 83)
 KY1818_MARKER: DB = BENCH MARK DISK
 KY1818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY1818_SP_SET: CULVERT
 KY1818_STAMPING: J 289 1959
 KY1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY1818
 KY1818  HISTORY     - Date     Condition        Report By
 KY1818  HISTORY     - 1959     MONUMENTED       CGS
 KY1818
 KY1818                          STATION DESCRIPTION
 KY1818
 KY1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KY1818'1.3 MI NE FROM WOOSTER.
 KY1818'ABOUT 1.3 MILES NORTHEAST ALONG BOWMAN STREET AND STATE HIGHWAY
 KY1818'5 FROM THE INTERSECTION OF BEALL STREET AT WOOSTER, 0.1 MILE NORTH
 KY1818'AND UPHILL FROM THE JUNCTION OF CANAL ROAD LEADING EAST AND
 KY1818'PASSING UNDER THE PENNSYLVANIA RAILROAD, 0.15 MILE NORTHEAST OF
 KY1818'THE BOTTOM OF GRADE AND A CONCRETE BRIDGE OVER LITTLE APPLE CREEK,
 KY1818'21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND AT OUTSIDE OF A
 KY1818'CURVE, IN TOP OF A RIGHT ANGLE SHAPED HEAD WALL FOR A PIPE CULVERT
 KY1818'UNDER HIGHWAY 5, 3 FEET EAST OF THE WEST END OF CONCRETE HEAD WALL,
 KY1818'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0665 ***********************************************************************
 KZ0665  DESIGNATION -  J 29
 KZ0665  PID         -  KZ0665
 KZ0665  STATE/COUNTY-  OH/COSHOCTON
 KZ0665  USGS QUAD   -  WARSAW (1987)
 KZ0665
 KZ0665                         *CURRENT SURVEY CONTROL
 KZ0665  ___________________________________________________________________
 KZ0665* NAD 83(1986)-  40 19 43.     (N)    082 00 27.     (W)     SCALED    
 KZ0665* NAVD 88     -       244.121  (meters)     800.92   (feet)  ADJUSTED  
 KZ0665  ___________________________________________________________________
 KZ0665  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KZ0665  DYNAMIC HT  -         243.999 (meters)     800.52  (feet)  COMP
 KZ0665  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 KZ0665
 KZ0665  VERT ORDER  -  SECOND    CLASS 0
 KZ0665
 KZ0665.The horizontal coordinates were scaled from a topographic map and have
 KZ0665.an estimated accuracy of +/- 6 seconds.
 KZ0665
 KZ0665.The orthometric height was determined by differential leveling
 KZ0665.and adjusted by the National Geodetic Survey in June 1991..
 KZ0665
 KZ0665.The geoid height was determined by GEOID03.
 KZ0665
 KZ0665.The dynamic height is computed by dividing the NAVD 88
 KZ0665.geopotential number by the normal gravity value computed on the
 KZ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0665.degrees latitude (g = 980.6199 gals.).
 KZ0665
 KZ0665.The modeled gravity was interpolated from observed gravity values.
 KZ0665
 KZ0665;                    North         East    Units  Estimated Accuracy
 KZ0665;SPC OH N     -    73,630.      641,860.      MT  (+/- 180 meters Scaled)
 KZ0665
 KZ0665                          SUPERSEDED SURVEY CONTROL
 KZ0665
 KZ0665  NGVD 29 (??/??/92)  244.33   (m)          801.6    (f) COMPUTED    2 0
 KZ0665
 KZ0665.Superseded values are not recommended for survey control.
 KZ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0665.See file dsdata.txt to determine how the superseded data were derived.
 KZ0665
 KZ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TME144647(NAD 83)
 KZ0665_MARKER: DB = BENCH MARK DISK
 KZ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0665_STAMPING: J-29-1934
 KZ0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0665+STABILITY: SURFACE MOTION
 KZ0665
 KZ0665  HISTORY     - Date     Condition        Report By
 KZ0665  HISTORY     - 1934     MONUMENTED       CGS
 KZ0665  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ0665
 KZ0665                          STATION DESCRIPTION
 KZ0665
 KZ0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KZ0665'AT WARSAW JUNCTION.
 KZ0665'AT WARSAW JUNCTION, 46 FEET WEST OF THE EAST FACE OF THE RAILROAD
 KZ0665'STATION, 17 FEET WEST OF THE WEST RAIL OF THE PENNSYLVANIA
 KZ0665'RAILROAD, 20 FEET SOUTH OF THE SOUTH RAIL OF THE PENNSYLVANIA
 KZ0665'RAILROAD, 35 FEET SOUTHWEST OF THE INTERSECTION OF THE TWO RAILROADS,
 KZ0665'8 FEET SOUTHEAST OF A CONCRETE SIGNAL CONTROL BLOCK, 3 FEET SOUTH OF
 KZ0665'A TELEPHONE POLE, 1 FOOT ABOVE THE LEVEL OF THE TOP OF THE
 KZ0665'RAIL, 4 INCHES ABOVE THE GROUND, ON TOP OF A CONCRETE POST.
 KZ0665
 KZ0665                          STATION RECOVERY (1959)
 KZ0665
 KZ0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KZ0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0635 ***********************************************************************
 KZ0635  DESIGNATION -  J 293
 KZ0635  PID         -  KZ0635
 KZ0635  STATE/COUNTY-  OH/ALLEN
 KZ0635  USGS QUAD   -  HARROD (1984)
 KZ0635
 KZ0635                         *CURRENT SURVEY CONTROL
 KZ0635  ___________________________________________________________________
 KZ0635* NAD 83(1986)-  40 42 27.     (N)    083 53 57.     (W)     SCALED    
 KZ0635* NAVD 88     -       305.312  (meters)    1001.68   (feet)  ADJUSTED  
 KZ0635  ___________________________________________________________________
 KZ0635  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 KZ0635  DYNAMIC HT  -         305.156 (meters)    1001.17  (feet)  COMP
 KZ0635  MODELED GRAV-     980,106.8   (mgal)                       NAVD 88
 KZ0635
 KZ0635  VERT ORDER  -  SECOND    CLASS 0
 KZ0635
 KZ0635.The horizontal coordinates were scaled from a topographic map and have
 KZ0635.an estimated accuracy of +/- 6 seconds.
 KZ0635
 KZ0635.The orthometric height was determined by differential leveling
 KZ0635.and adjusted by the National Geodetic Survey in June 1991..
 KZ0635
 KZ0635.The geoid height was determined by GEOID03.
 KZ0635
 KZ0635.The dynamic height is computed by dividing the NAVD 88
 KZ0635.geopotential number by the normal gravity value computed on the
 KZ0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0635.degrees latitude (g = 980.6199 gals.).
 KZ0635
 KZ0635.The modeled gravity was interpolated from observed gravity values.
 KZ0635
 KZ0635;                    North         East    Units  Estimated Accuracy
 KZ0635;SPC OH N     -   116,530.      481,770.      MT  (+/- 180 meters Scaled)
 KZ0635
 KZ0635                          SUPERSEDED SURVEY CONTROL
 KZ0635
 KZ0635  NGVD 29 (??/??/92)  305.485  (m)         1002.25   (f) ADJ UNCH    2 0
 KZ0635
 KZ0635.Superseded values are not recommended for survey control.
 KZ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0635.See file dsdata.txt to determine how the superseded data were derived.
 KZ0635
 KZ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF550103(NAD 83)
 KZ0635_MARKER: DB = BENCH MARK DISK
 KZ0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0635_STAMPING: J 293 1960
 KZ0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0635+STABILITY: SURFACE MOTION
 KZ0635
 KZ0635  HISTORY     - Date     Condition        Report By
 KZ0635  HISTORY     - 1960     MONUMENTED       CGS
 KZ0635
 KZ0635                          STATION DESCRIPTION
 KZ0635
 KZ0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0635'1.1 MI E FROM HARROD.
 KZ0635'ABOUT 1.1 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION
 KZ0635'AT HARROD, 0.1 MILE WEST OF MILEPOST M 41, AT THE CROSSING OF
 KZ0635'LAWRENCE ROAD, 34 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 KZ0635'TRACK, 35 FEET EAST OF THE CENTER LINE OF ROAD, 1 1/2 FEET NORTH
 KZ0635'OF A WIRE FENCE, 9 1/2 FEET EAST OF A VERTICAL RAIL RIGHT-OF-WAY
 KZ0635'MARKER, 15 FEET EAST OF A POWER LINE POLE, ABOUT 2 FEET BELOW
 KZ0635'THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING
 KZ0635'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0654 ***********************************************************************
 KZ0654  DESIGNATION -  J 294
 KZ0654  PID         -  KZ0654
 KZ0654  STATE/COUNTY-  OH/HARDIN
 KZ0654  USGS QUAD   -  MT VICTORY (1980)
 KZ0654
 KZ0654                         *CURRENT SURVEY CONTROL
 KZ0654  ___________________________________________________________________
 KZ0654* NAD 83(1986)-  40 34 43.     (N)    083 34 31.     (W)     SCALED    
 KZ0654* NAVD 88     -       311.584  (meters)    1022.26   (feet)  ADJUSTED  
 KZ0654  ___________________________________________________________________
 KZ0654  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 KZ0654  DYNAMIC HT  -         311.421 (meters)    1021.72  (feet)  COMP
 KZ0654  MODELED GRAV-     980,094.2   (mgal)                       NAVD 88
 KZ0654
 KZ0654  VERT ORDER  -  SECOND    CLASS 0
 KZ0654
 KZ0654.The horizontal coordinates were scaled from a topographic map and have
 KZ0654.an estimated accuracy of +/- 6 seconds.
 KZ0654
 KZ0654.The orthometric height was determined by differential leveling
 KZ0654.and adjusted by the National Geodetic Survey in June 1991..
 KZ0654
 KZ0654.The geoid height was determined by GEOID03.
 KZ0654
 KZ0654.The dynamic height is computed by dividing the NAVD 88
 KZ0654.geopotential number by the normal gravity value computed on the
 KZ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0654.degrees latitude (g = 980.6199 gals.).
 KZ0654
 KZ0654.The modeled gravity was interpolated from observed gravity values.
 KZ0654
 KZ0654;                    North         East    Units  Estimated Accuracy
 KZ0654;SPC OH N     -   101,830.      508,960.      MT  (+/- 180 meters Scaled)
 KZ0654
 KZ0654                          SUPERSEDED SURVEY CONTROL
 KZ0654
 KZ0654  NGVD 29 (??/??/92)  311.763  (m)         1022.84   (f) ADJ UNCH    2 0
 KZ0654
 KZ0654.Superseded values are not recommended for survey control.
 KZ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0654.See file dsdata.txt to determine how the superseded data were derived.
 KZ0654
 KZ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKE820951(NAD 83)
 KZ0654_MARKER: DB = BENCH MARK DISK
 KZ0654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ0654_SP_SET: ABUTMENT WING WALL
 KZ0654_STAMPING: J 294 1960
 KZ0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ0654
 KZ0654  HISTORY     - Date     Condition        Report By
 KZ0654  HISTORY     - 1960     MONUMENTED       CGS
 KZ0654
 KZ0654                          STATION DESCRIPTION
 KZ0654
 KZ0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ0654'4.3 MI N FROM RIDGEWAY.
 KZ0654'ABOUT 4.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KZ0654'HAYES TOWER AT RIDGEWAY, ABOUT 4.1 MILES SOUTH ALONG THE NEW YORK
 KZ0654'CENTRAL RAILROAD FROM THE CROSSING OF THE ERIE RAILROAD AT KENTON,
 KZ0654'0.2 MILE SOUTH OF MILEPOST TOL 77, AT THE CROSSING OF BLACK TOP
 KZ0654'ROAD 190, 119 FEET EAST OF THE EAST RAIL, 10 1/2 FEET NORTH OF
 KZ0654'THE CENTER LINE OF THE ROAD, IN TOP OF THE NORTHWEST WING WALL OF
 KZ0654'THE WEST CONCRETE ABUTMENT OF A LITTLE STEEL BRIDGE FOR ROAD 190
 KZ0654'OVER A CREEK, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND
 KZ0654'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1454 ***********************************************************************
 KZ1454  DESIGNATION -  J 295
 KZ1454  PID         -  KZ1454
 KZ1454  STATE/COUNTY-  OH/MARION
 KZ1454  USGS QUAD   -  NEW BLOOMINGTON (1984)
 KZ1454
 KZ1454                         *CURRENT SURVEY CONTROL
 KZ1454  ___________________________________________________________________
 KZ1454* NAD 83(1986)-  40 36 04.     (N)    083 17 44.     (W)     SCALED    
 KZ1454* NAVD 88     -       289.466  (meters)     949.69   (feet)  ADJUSTED  
 KZ1454  ___________________________________________________________________
 KZ1454  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 KZ1454  DYNAMIC HT  -         289.318 (meters)     949.20  (feet)  COMP
 KZ1454  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 KZ1454
 KZ1454  VERT ORDER  -  SECOND    CLASS 0
 KZ1454
 KZ1454.The horizontal coordinates were scaled from a topographic map and have
 KZ1454.an estimated accuracy of +/- 6 seconds.
 KZ1454
 KZ1454.The orthometric height was determined by differential leveling
 KZ1454.and adjusted by the National Geodetic Survey in June 1991..
 KZ1454
 KZ1454.The geoid height was determined by GEOID03.
 KZ1454
 KZ1454.The dynamic height is computed by dividing the NAVD 88
 KZ1454.geopotential number by the normal gravity value computed on the
 KZ1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1454.degrees latitude (g = 980.6199 gals.).
 KZ1454
 KZ1454.The modeled gravity was interpolated from observed gravity values.
 KZ1454
 KZ1454;                    North         East    Units  Estimated Accuracy
 KZ1454;SPC OH N     -   104,070.      532,670.      MT  (+/- 180 meters Scaled)
 KZ1454
 KZ1454                          SUPERSEDED SURVEY CONTROL
 KZ1454
 KZ1454  NGVD 29 (??/??/92)  289.609  (m)          950.16   (f) ADJ UNCH    2 0
 KZ1454
 KZ1454.Superseded values are not recommended for survey control.
 KZ1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1454.See file dsdata.txt to determine how the superseded data were derived.
 KZ1454
 KZ1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE057970(NAD 83)
 KZ1454_MARKER: DB = BENCH MARK DISK
 KZ1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ1454_STAMPING: J 295 1960
 KZ1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ1454+STABILITY: SURFACE MOTION
 KZ1454
 KZ1454  HISTORY     - Date     Condition        Report By
 KZ1454  HISTORY     - 1960     MONUMENTED       CGS
 KZ1454
 KZ1454                          STATION DESCRIPTION
 KZ1454
 KZ1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KZ1454'2.6 MI E FROM DECLIFF.
 KZ1454'ABOUT 2.55 MILES EAST ALONG THE ERIE RAILROAD FROM THE CROSSING
 KZ1454'OF ROAD 29 AT DECLIFF, ABOUT 2.15 MILES WEST ALONG THE ERIE
 KZ1454'RAILROAD FROM THE CROSSING OF ROAD 84 AT ESPYVILLE, 0.15 MILE
 KZ1454'(242 YARDS) WEST OF MILEPOST M 8, 0.55 MILE EAST OF THE CROSSING
 KZ1454'OF BLACK TOP ROAD 31, 101 FEET SOUTHWEST OF AND DIAGONALLY
 KZ1454'ACROSS THE TRACK FROM MILEAGE POLE 8+5, 46 1/2 FEET SOUTH
 KZ1454'OF THE SOUTH RAIL OF THE SOUTH TRACK, 1 FOOT NORTH OF A WIRE
 KZ1454'FENCE, 93 FEET EAST OF A CROSS FENCE CORNER IN RIGHT-OF-WAY
 KZ1454'FENCE, 2 FEET WEST OF A STEEL WITNESS POST, AND SET IN TOP
 KZ1454'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0053 ***********************************************************************
 KZ0053  DESIGNATION -  J 30
 KZ0053  PID         -  KZ0053
 KZ0053  STATE/COUNTY-  OH/ASHLAND
 KZ0053  USGS QUAD   -  JEROMESVILLE (1978)
 KZ0053
 KZ0053                         *CURRENT SURVEY CONTROL
 KZ0053  ___________________________________________________________________
 KZ0053* NAD 83(1986)-  40 47 27.     (N)    082 13 02.     (W)     SCALED    
 KZ0053* NAVD 88     -       302.052  (meters)     990.98   (feet)  POSTED    
 KZ0053  ___________________________________________________________________
 KZ0053  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KZ0053  DYNAMIC HT  -         301.910 (meters)     990.52  (feet)  COMP
 KZ0053  MODELED GRAV-     980,149.5   (mgal)                       NAVD 88
 KZ0053
 KZ0053  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KZ0053
 KZ0053.The horizontal coordinates were scaled from a topographic map and have
 KZ0053.an estimated accuracy of +/- 6 seconds.
 KZ0053
 KZ0053.The orthometric height was determined by differential leveling
 KZ0053.and adjusted by the National Geodetic Survey in 1992..
 KZ0053.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KZ0053.rate of 1.1 thru 2.0 mm/km.
 KZ0053
 KZ0053.The geoid height was determined by GEOID03.
 KZ0053
 KZ0053.The dynamic height is computed by dividing the NAVD 88
 KZ0053.geopotential number by the normal gravity value computed on the
 KZ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0053.degrees latitude (g = 980.6199 gals.).
 KZ0053
 KZ0053.The modeled gravity was interpolated from observed gravity values.
 KZ0053
 KZ0053;                    North         East    Units  Estimated Accuracy
 KZ0053;SPC OH N     -   124,870.      623,870.      MT  (+/- 180 meters Scaled)
 KZ0053
 KZ0053                          SUPERSEDED SURVEY CONTROL
 KZ0053
 KZ0053  NGVD 29 (??/??/92)  302.24   (m)          991.6    (f) COMPUTED    2 0
 KZ0053
 KZ0053.Superseded values are not recommended for survey control.
 KZ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0053.See file dsdata.txt to determine how the superseded data were derived.
 KZ0053
 KZ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF973162(NAD 83)
 KZ0053_MARKER: DB = BENCH MARK DISK
 KZ0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0053_STAMPING: J 30 1934
 KZ0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0053+STABILITY: SURFACE MOTION
 KZ0053
 KZ0053  HISTORY     - Date     Condition        Report By
 KZ0053  HISTORY     - 1934     MONUMENTED       CGS
 KZ0053  HISTORY     - 1959     MARK NOT FOUND   NGS
 KZ0053  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 KZ0053
 KZ0053                          STATION DESCRIPTION
 KZ0053
 KZ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0053'1.5 MI W FROM JEROMESVILLE.
 KZ0053'NOTE-- 1.5 MILES WEST ALONG U.S. HIGHWAY 30 FROM JEROMESVILLE,
 KZ0053'ASHLAND COUNTY, AT A CURVE LEADING SOUTHWEST, 60 FEET WEST OF POLE
 KZ0053'1789, 52 FEET NORTHEAST OF THE WEST END OF A FENCE, 12 FEET
 KZ0053'EAST OF A POLE, 6 FEET WEST OF A REFLECTOR SIGNAL, 4.5 FEET
 KZ0053'NORTHWEST OF A FENCE, AND ABOUT ONE FOOT LOWER THAN THE ROADWAY.
 KZ0053'A STANDARD DISK, STAMPED J 30 1934 AND SET IN THE TOP OF A
 KZ0053'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.  NOTE-- THE
 KZ0053'EXACT LOCATION COULD NOT BE IDENTIFIED FROM THE ORIGINAL
 KZ0053'DESCRIPTION AND THERE WERE THREE PLACES WHERE MARK COULD HAVE
 KZ0053'BEEN LOCATED.  A THOROUGH SEARCH WAS MADE AT EACH LOCATION BUT
 KZ0053'MARK WAS NOT RECOVERED.
 KZ0053
 KZ0053                          STATION RECOVERY (1991)
 KZ0053
 KZ0053'RECOVERY NOTE BY US POWER SQUADRON 1991 (ES)
 KZ0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0197 ***********************************************************************
 MD0197  DESIGNATION -  J 300
 MD0197  PID         -  MD0197
 MD0197  STATE/COUNTY-  OH/PAULDING
 MD0197  USGS QUAD   -  JUNCTION (1973)
 MD0197
 MD0197                         *CURRENT SURVEY CONTROL
 MD0197  ___________________________________________________________________
 MD0197* NAD 83(1986)-  41 13 25.     (N)    084 29 45.     (W)     SCALED    
 MD0197* NAVD 88     -       217.361  (meters)     713.13   (feet)  POSTED    
 MD0197  ___________________________________________________________________
 MD0197  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 MD0197  DYNAMIC HT  -         217.270 (meters)     712.83  (feet)  COMP
 MD0197  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 MD0197
 MD0197  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MD0197
 MD0197.The horizontal coordinates were scaled from a topographic map and have
 MD0197.an estimated accuracy of +/- 6 seconds.
 MD0197
 MD0197.The orthometric height was determined by differential leveling
 MD0197.and adjusted by the National Geodetic Survey in 1992..
 MD0197.No vertical observational check was made to the station.
 MD0197.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MD0197.was located on a no-check spur therefore a value was not computed.
 MD0197
 MD0197.The geoid height was determined by GEOID03.
 MD0197
 MD0197.The dynamic height is computed by dividing the NAVD 88
 MD0197.geopotential number by the normal gravity value computed on the
 MD0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0197.degrees latitude (g = 980.6199 gals.).
 MD0197
 MD0197.The modeled gravity was interpolated from observed gravity values.
 MD0197
 MD0197;                    North         East    Units  Estimated Accuracy
 MD0197;SPC OH N     -   174,810.      432,670.      MT  (+/- 180 meters Scaled)
 MD0197
 MD0197                          SUPERSEDED SURVEY CONTROL
 MD0197
 MD0197  NGVD 29 (??/??/92)  217.534  (m)          713.69   (f) ADJ UNCH    2 0
 MD0197
 MD0197.Superseded values are not recommended for survey control.
 MD0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0197.See file dsdata.txt to determine how the superseded data were derived.
 MD0197
 MD0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL099666(NAD 83)
 MD0197_MARKER: DB = BENCH MARK DISK
 MD0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0197_STAMPING: J 300 1963
 MD0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0197+STABILITY: SURFACE MOTION
 MD0197
 MD0197  HISTORY     - Date     Condition        Report By
 MD0197  HISTORY     - 1963     MONUMENTED       CGS
 MD0197
 MD0197                          STATION DESCRIPTION
 MD0197
 MD0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MD0197'2.8 MI NW FROM JUNCTION.
 MD0197'LOCATED 8.2 MILES WEST OF DEFIANCE AND 3.3 MILES NORTHWEST OF
 MD0197'JUNCTION.  TO REACH FROM THE COURTHOUSE IN DEFIANCE, DRIVE 7.0
 MD0197'MILES WEST ON U.S. HIGHWAY 24 TO LIMBAUGH ROAD 136, TURN LEFT AND
 MD0197'GO 1.4 MILES SOUTH ON LIMBAUGH ROAD 136 TO DEFIANCE-PAULDING
 MD0197'COUNTY ROAD 8, JOG RIGHT 120.0 FEET TO EMERALD TOWNSHIP ROAD
 MD0197'139, TURN LEFT AND GO 1.5 MILES SOUTH TO MARK ON LEFT AT CROSS
 MD0197'ROAD (PAULDING COUNTY ROAD 224).  IT IS 37.0 FEET WEST OF THE
 MD0197'CENTERLINE OF EMERALD TOWNSHIP ROAD 139, 23.0 FEET NORTH OF THE
 MD0197'CENTERLINE OF PAULDING COUNTY ROAD 224, AND 7.7 FEET EAST OF A
 MD0197'TELEPHONE POLE WITH A GUY WIRE AND 1.9 FEET WEST OF A WITNESS
 MD0197'POST.  A STANDARD DISK STAMPED J 300 1963, SET IN TOP OF A 12
 MD0197'INCH ROUND CONCRETE MONUMENT THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1095 ***********************************************************************
 MB1095  DESIGNATION -  J 301
 MB1095  PID         -  MB1095
 MB1095  STATE/COUNTY-  OH/SUMMIT
 MB1095  USGS QUAD   -  AKRON EAST (1964)
 MB1095
 MB1095                         *CURRENT SURVEY CONTROL
 MB1095  ___________________________________________________________________
 MB1095* NAD 83(1986)-  41 06 44.     (N)    081 29 30.     (W)     SCALED    
 MB1095* NAVD 88     -       313.000  (meters)    1026.90   (feet)  ADJUSTED  
 MB1095  ___________________________________________________________________
 MB1095  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB1095  DYNAMIC HT  -         312.864 (meters)    1026.45  (feet)  COMP
 MB1095  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 MB1095
 MB1095  VERT ORDER  -  FIRST     CLASS II
 MB1095
 MB1095.The horizontal coordinates were scaled from a topographic map and have
 MB1095.an estimated accuracy of +/- 6 seconds.
 MB1095
 MB1095.The orthometric height was determined by differential leveling
 MB1095.and adjusted by the National Geodetic Survey in June 1991..
 MB1095
 MB1095.The geoid height was determined by GEOID03.
 MB1095
 MB1095.The dynamic height is computed by dividing the NAVD 88
 MB1095.geopotential number by the normal gravity value computed on the
 MB1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1095.degrees latitude (g = 980.6199 gals.).
 MB1095
 MB1095.The modeled gravity was interpolated from observed gravity values.
 MB1095
 MB1095;                    North         East    Units  Estimated Accuracy
 MB1095;SPC OH N     -   161,010.      684,690.      MT  (+/- 180 meters Scaled)
 MB1095
 MB1095                          SUPERSEDED SURVEY CONTROL
 MB1095
 MB1095  NGVD 29 (06/03/92)  313.201  (m)         1027.56   (f) ADJUSTED    1 2
 MB1095
 MB1095.Superseded values are not recommended for survey control.
 MB1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1095.See file dsdata.txt to determine how the superseded data were derived.
 MB1095
 MB1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF587513(NAD 83)
 MB1095_MARKER: DB = BENCH MARK DISK
 MB1095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1095_SP_SET: BUILDING
 MB1095_STAMPING: J 301 1963
 MB1095_MARK LOGO: CGS   
 MB1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1095
 MB1095  HISTORY     - Date     Condition        Report By
 MB1095  HISTORY     - 1963     MONUMENTED       CGS
 MB1095  HISTORY     - 1983     GOOD             NGS
 MB1095
 MB1095                          STATION DESCRIPTION
 MB1095
 MB1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MB1095'AT AKRON.
 MB1095'AT AKRON, IN THE NORTH PART OF THE CITY, ALONG THE BALTIMORE AND
 MB1095'OHIO RAILROAD, ABOUT 0.5 MILE SOUTH OF THE CROSSING OF HOWE ROAD,
 MB1095'SET VERTICALLY IN THE WEST BRICK FACE AND NEAR THE SOUTHWEST
 MB1095'CORNER OF THE LARGE FRANK LUCCO COMPANY BUILDING, 50.9 FEET EAST
 MB1095'OF THE EAST RAIL OF THE NORTH-BOUND TRACK, 36.7 FEET EAST OF THE
 MB1095'EAST RAIL OF SIDE TRACK, 1.4 FEET NORTH OF THE SOUTHWEST CORNER
 MB1095'OF THE BUILDING, 2.7 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT
 MB1095'6 FEET ABOVE THE LEVEL OF THE TRACK.
 MB1095
 MB1095                          STATION RECOVERY (1983)
 MB1095
 MB1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1176 ***********************************************************************
 MB1176  DESIGNATION -  J 302
 MB1176  PID         -  MB1176
 MB1176  STATE/COUNTY-  OH/SUMMIT
 MB1176  USGS QUAD   -  AKRON EAST (1964)
 MB1176
 MB1176                         *CURRENT SURVEY CONTROL
 MB1176  ___________________________________________________________________
 MB1176* NAD 83(1986)-  41 03 44.     (N)    081 28 56.     (W)     SCALED    
 MB1176* NAVD 88     -       306.653  (meters)    1006.08   (feet)  ADJUSTED  
 MB1176  ___________________________________________________________________
 MB1176  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MB1176  DYNAMIC HT  -         306.517 (meters)    1005.63  (feet)  COMP
 MB1176  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 MB1176
 MB1176  VERT ORDER  -  FIRST     CLASS II
 MB1176
 MB1176.The horizontal coordinates were scaled from a topographic map and have
 MB1176.an estimated accuracy of +/- 6 seconds.
 MB1176
 MB1176.The orthometric height was determined by differential leveling
 MB1176.and adjusted by the National Geodetic Survey in June 1991..
 MB1176
 MB1176.The geoid height was determined by GEOID03.
 MB1176
 MB1176.The dynamic height is computed by dividing the NAVD 88
 MB1176.geopotential number by the normal gravity value computed on the
 MB1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1176.degrees latitude (g = 980.6199 gals.).
 MB1176
 MB1176.The modeled gravity was interpolated from observed gravity values.
 MB1176
 MB1176;                    North         East    Units  Estimated Accuracy
 MB1176;SPC OH N     -   155,470.      685,540.      MT  (+/- 180 meters Scaled)
 MB1176
 MB1176                          SUPERSEDED SURVEY CONTROL
 MB1176
 MB1176  NGVD 29 (06/03/92)  306.847  (m)         1006.71   (f) ADJUSTED    1 2
 MB1176
 MB1176.Superseded values are not recommended for survey control.
 MB1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1176.See file dsdata.txt to determine how the superseded data were derived.
 MB1176
 MB1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF594457(NAD 83)
 MB1176_MARKER: DB = BENCH MARK DISK
 MB1176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1176_SP_SET: PIER
 MB1176_STAMPING: J 302 1964
 MB1176_MARK LOGO: CGS   
 MB1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1176
 MB1176  HISTORY     - Date     Condition        Report By
 MB1176  HISTORY     - 1964     MONUMENTED       CGS
 MB1176  HISTORY     - 1983     GOOD             NGS
 MB1176
 MB1176                          STATION DESCRIPTION
 MB1176
 MB1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1176'0.6 MI S FROM AKRON.
 MB1176'ABOUT 0.65 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MB1176'THE MARKET STREET OVERPASS AT AKRON, SET VERTICALLY IN THE
 MB1176'SOUTHEAST CONCRETE FACE AND NEAR THE NORTHEAST END OF THE
 MB1176'NORTHWEST CONCRETE PIER OF THE NORTH EXPRESSWAY OVERPASS OVER
 MB1176'THE RAILROAD, ABOUT 217 YARDS SOUTH OF THE CENTER LINE OF 2 ND
 MB1176'AVENUE, 15.3 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 3.9
 MB1176'FEET SOUTHWEST OF THE NORTHEAST END OF THE PIER AND 3 FEET ABOVE
 MB1176'THE LEVEL OF THE GROUND AND TRACK.
 MB1176
 MB1176                          STATION RECOVERY (1983)
 MB1176
 MB1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MB1176'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN EAST AKRON,
 MB1176'AT THE INTERSTATE 76 HIGHWAY BRIDGE OVER THE CONRAIL RAILROAD, SET
 MB1176'VERTICALLY IN THE EAST FACE AND NEAR THE NORTH END OF THE WEST
 MB1176'ABUTMENT OF THE BRIDGE, 25.90 METERS (85.0 FT) SOUTH OF THE CENTERLINE
 MB1176'OF 3RD AVENUE, 4.87 METERS (16.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL
 MB1176'OF THE TRACKS, 1.12 METERS (3.7 FT) SOUTH OF THE NORTHEAST CORNER OF
 MB1176'THE WEST ABUTMENT OF THE BRIDGE.
 MB1176'THE MARK IS 0.91 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1397 ***********************************************************************
 MB1397  DESIGNATION -  J 303
 MB1397  PID         -  MB1397
 MB1397  STATE/COUNTY-  OH/SUMMIT
 MB1397  USGS QUAD   -  AKRON WEST (1994)
 MB1397
 MB1397                         *CURRENT SURVEY CONTROL
 MB1397  ___________________________________________________________________
 MB1397* NAD 83(1986)-  41 07 02.     (N)    081 31 30.     (W)     SCALED    
 MB1397* NAVD 88     -       234.964  (meters)     770.88   (feet)  ADJUSTED  
 MB1397  ___________________________________________________________________
 MB1397  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB1397  DYNAMIC HT  -         234.861 (meters)     770.54  (feet)  COMP
 MB1397  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 MB1397
 MB1397  VERT ORDER  -  FIRST     CLASS II
 MB1397
 MB1397.The horizontal coordinates were scaled from a topographic map and have
 MB1397.an estimated accuracy of +/- 6 seconds.
 MB1397
 MB1397.The orthometric height was determined by differential leveling
 MB1397.and adjusted by the National Geodetic Survey in June 1991..
 MB1397
 MB1397.The geoid height was determined by GEOID03.
 MB1397
 MB1397.The dynamic height is computed by dividing the NAVD 88
 MB1397.geopotential number by the normal gravity value computed on the
 MB1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1397.degrees latitude (g = 980.6199 gals.).
 MB1397
 MB1397.The modeled gravity was interpolated from observed gravity values.
 MB1397
 MB1397;                    North         East    Units  Estimated Accuracy
 MB1397;SPC OH N     -   161,540.      681,880.      MT  (+/- 180 meters Scaled)
 MB1397
 MB1397                          SUPERSEDED SURVEY CONTROL
 MB1397
 MB1397  NGVD 29 (??/??/92)  235.163  (m)          771.53   (f) ADJ UNCH    1 2
 MB1397
 MB1397.Superseded values are not recommended for survey control.
 MB1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1397.See file dsdata.txt to determine how the superseded data were derived.
 MB1397
 MB1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF559519(NAD 83)
 MB1397_MARKER: DD = SURVEY DISK
 MB1397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1397_SP_SET: BRIDGE
 MB1397_STAMPING: J 303
 MB1397_MARK LOGO: OH-153
 MB1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1397
 MB1397  HISTORY     - Date     Condition        Report By
 MB1397  HISTORY     - UNK      MONUMENTED       OH-153
 MB1397  HISTORY     - 1964     GOOD             CGS
 MB1397
 MB1397                          STATION DESCRIPTION
 MB1397
 MB1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MB1397'AT AKRON.
 MB1397'AT AKRON, ALONG CUYAHOGA STREET, ABOUT 0.8 MILE SOUTH ALONG
 MB1397'CUYAHOGA STREET FROM THE JUNCTION OF SACKETT STREET, SET ON
 MB1397'THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF
 MB1397'A BRIDGE OVER THE CUYAHOGA RIVER, 24 FEET WEST OF THE CENTER
 MB1397'LINE OF THE STREET, 2.9 FEET NORTHWEST OF THE SOUTH END OF THE
 MB1397'WEST STEEL GUARD RAIL OF THE BRIDGE AND ABOUT LEVEL WITH THE
 MB1397'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1038 ***********************************************************************
 KY1038  DESIGNATION -  J 304
 KY1038  PID         -  KY1038
 KY1038  STATE/COUNTY-  OH/COLUMBIANA
 KY1038  USGS QUAD   -  SALEM (1994)
 KY1038
 KY1038                         *CURRENT SURVEY CONTROL
 KY1038  ___________________________________________________________________
 KY1038* NAD 83(1986)-  40 52 34.     (N)    080 50 06.     (W)     SCALED    
 KY1038* NAVD 88     -       348.805  (meters)    1144.37   (feet)  ADJUSTED  
 KY1038  ___________________________________________________________________
 KY1038  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY1038  DYNAMIC HT  -         348.637 (meters)    1143.82  (feet)  COMP
 KY1038  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 KY1038
 KY1038  VERT ORDER  -  FIRST     CLASS I
 KY1038
 KY1038.The horizontal coordinates were scaled from a topographic map and have
 KY1038.an estimated accuracy of +/- 6 seconds.
 KY1038
 KY1038.The orthometric height was determined by differential leveling
 KY1038.and adjusted by the National Geodetic Survey in June 1991..
 KY1038
 KY1038.The geoid height was determined by GEOID03.
 KY1038
 KY1038.The dynamic height is computed by dividing the NAVD 88
 KY1038.geopotential number by the normal gravity value computed on the
 KY1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1038.degrees latitude (g = 980.6199 gals.).
 KY1038
 KY1038.The modeled gravity was interpolated from observed gravity values.
 KY1038
 KY1038;                    North         East    Units  Estimated Accuracy
 KY1038;SPC OH N     -   135,640.      740,330.      MT  (+/- 180 meters Scaled)
 KY1038
 KY1038                          SUPERSEDED SURVEY CONTROL
 KY1038
 KY1038  NGVD 29 (??/??/92)  348.954  (m)         1144.86   (f) ADJ UNCH    1 1
 KY1038
 KY1038.Superseded values are not recommended for survey control.
 KY1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1038.See file dsdata.txt to determine how the superseded data were derived.
 KY1038
 KY1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF139250(NAD 83)
 KY1038_MARKER: DB = BENCH MARK DISK
 KY1038_SETTING: 66 = SET IN ROCK OUTCROP
 KY1038_SP_SET: ROCK CUT
 KY1038_STAMPING: J 304 1966
 KY1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY1038+STABILITY: POSITION/ELEVATION WELL
 KY1038
 KY1038  HISTORY     - Date     Condition        Report By
 KY1038  HISTORY     - 1966     MONUMENTED       CGS
 KY1038
 KY1038                          STATION DESCRIPTION
 KY1038
 KY1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1038'1.7 MI SE FROM SALEM.
 KY1038'ABOUT 1.7 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY1038'THE STATION AT SALEM, IN SECTION 8 R 3 W, T 15 N, 43 FEET
 KY1038'SOUTHEAST OF MILEPOST P 68, SET VERTICALLY IN THE SOUTHWEST
 KY1038'FACE OF A ROCK CUT WHICH IS 75 YARDS LONG AND 6 FEET HIGH, 8
 KY1038'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NEAR TRACK, 1.7
 KY1038'FEET ABOVE THE LEVEL OF THE GROUND AND 1 FOOT ABOVE THE LEVEL
 KY1038'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KY1257 ***********************************************************************
 KY1257  DESIGNATION -  J 305
 KY1257  PID         -  KY1257
 KY1257  STATE/COUNTY-  OH/STARK
 KY1257  USGS QUAD   -  CANTON EAST (1985)
 KY1257
 KY1257                         *CURRENT SURVEY CONTROL
 KY1257  ___________________________________________________________________
 KY1257* NAD 83(1986)-  40 49 38.     (N)    081 17 21.     (W)     SCALED    
 KY1257* NAVD 88     -       334.206  (meters)    1096.47   (feet)  ADJUSTED  
 KY1257  ___________________________________________________________________
 KY1257  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KY1257  DYNAMIC HT  -         334.048 (meters)    1095.96  (feet)  COMP
 KY1257  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 KY1257
 KY1257  VERT ORDER  -  FIRST     CLASS I
 KY1257
 KY1257.The horizontal coordinates were scaled from a topographic map and have
 KY1257.an estimated accuracy of +/- 6 seconds.
 KY1257
 KY1257.The orthometric height was determined by differential leveling
 KY1257.and adjusted by the National Geodetic Survey in June 1991..
 KY1257
 KY1257.The geoid height was determined by GEOID03.
 KY1257
 KY1257.The dynamic height is computed by dividing the NAVD 88
 KY1257.geopotential number by the normal gravity value computed on the
 KY1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY1257.degrees latitude (g = 980.6199 gals.).
 KY1257
 KY1257.The modeled gravity was interpolated from observed gravity values.
 KY1257
 KY1257;                    North         East    Units  Estimated Accuracy
 KY1257;SPC OH N     -   129,580.      702,130.      MT  (+/- 180 meters Scaled)
 KY1257
 KY1257                          SUPERSEDED SURVEY CONTROL
 KY1257
 KY1257  NGVD 29 (??/??/92)  334.389  (m)         1097.07   (f) ADJ UNCH    1 1
 KY1257
 KY1257.Superseded values are not recommended for survey control.
 KY1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY1257.See file dsdata.txt to determine how the superseded data were derived.
 KY1257
 KY1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF756196(NAD 83)
 KY1257_MARKER: DB = BENCH MARK DISK
 KY1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY1257_STAMPING: J 305 1966
 KY1257_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY1257+STABILITY: SURFACE MOTION
 KY1257
 KY1257  HISTORY     - Date     Condition        Report By
 KY1257  HISTORY     - 1966     MONUMENTED       CGS
 KY1257  HISTORY     - 19911122 GOOD             OHDT
 KY1257  HISTORY     - 19981031 GOOD             USPSQD
 KY1257
 KY1257                          STATION DESCRIPTION
 KY1257
 KY1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY1257'1.5 MI SW FROM LOUISVILLE.
 KY1257'ABOUT 1.5 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD
 KY1257'FROM THE CROSSING OF STATE HIGHWAY 153 AT LOUISVILLE, ABOUT
 KY1257'0.6 MILE WEST OF MILEPOST 96, 59 1/2 FEET NORTHWEST OF THE
 KY1257'CENTER OF THE CROSSING OF BECK AVENUE AND THE NORTH TRACK, 41.5
 KY1257'FEET NORTH OF THE NORTH RAIL OF THE NEAR TRACK, 50 FEET WEST
 KY1257'OF THE CENTER LINE OF THE AVENUE, 3 FEET WEST OF A TELEGRAPH
 KY1257'POLE, IN SECTION 31, R 7 W, T 19 N, IN LINE WITH A ROW OF POLES,
 KY1257'1.8 FEET EAST OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL
 KY1257'OF THE TRACK AND SET IN TOP OF A CONCRETE POST PROJECTING
 KY1257'0.2 FOOT.
 KY1257
 KY1257                          STATION RECOVERY (1991)
 KY1257
 KY1257'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1991 (PT)
 KY1257'----- REPORT BY ODOT --------1991---------- CONDITION - GOOD
 KY1257
 KY1257                          STATION RECOVERY (1998)
 KY1257
 KY1257'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MB1316 ***********************************************************************
 MB1316  DESIGNATION -  J 306
 MB1316  PID         -  MB1316
 MB1316  STATE/COUNTY-  OH/MEDINA
 MB1316  USGS QUAD   -  WESTFIELD CENTER (1994)
 MB1316
 MB1316                         *CURRENT SURVEY CONTROL
 MB1316  ___________________________________________________________________
 MB1316* NAD 83(1986)-  41 02 46.     (N)    081 59 48.     (W)     SCALED    
 MB1316* NAVD 88     -       340.331  (meters)    1116.57   (feet)  ADJUSTED  
 MB1316  ___________________________________________________________________
 MB1316  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB1316  DYNAMIC HT  -         340.184 (meters)    1116.09  (feet)  COMP
 MB1316  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 MB1316
 MB1316  VERT ORDER  -  FIRST     CLASS I
 MB1316
 MB1316.The horizontal coordinates were scaled from a topographic map and have
 MB1316.an estimated accuracy of +/- 6 seconds.
 MB1316
 MB1316.The orthometric height was determined by differential leveling
 MB1316.and adjusted by the National Geodetic Survey in June 1991..
 MB1316
 MB1316.The geoid height was determined by GEOID03.
 MB1316
 MB1316.The dynamic height is computed by dividing the NAVD 88
 MB1316.geopotential number by the normal gravity value computed on the
 MB1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1316.degrees latitude (g = 980.6199 gals.).
 MB1316
 MB1316.The modeled gravity was interpolated from observed gravity values.
 MB1316
 MB1316;                    North         East    Units  Estimated Accuracy
 MB1316;SPC OH N     -   153,300.      642,320.      MT  (+/- 180 meters Scaled)
 MB1316
 MB1316                          SUPERSEDED SURVEY CONTROL
 MB1316
 MB1316  NGVD 29 (??/??/92)  340.551  (m)         1117.29   (f) ADJ UNCH    1 1
 MB1316
 MB1316.Superseded values are not recommended for survey control.
 MB1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1316.See file dsdata.txt to determine how the superseded data were derived.
 MB1316
 MB1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF162443(NAD 83)
 MB1316_MARKER: DB = BENCH MARK DISK
 MB1316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB1316_SP_SET: OVERPASS
 MB1316_STAMPING: J 306 1967
 MB1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1316
 MB1316  HISTORY     - Date     Condition        Report By
 MB1316  HISTORY     - 1967     MONUMENTED       CGS
 MB1316  HISTORY     - 1987     GOOD             USPSQD
 MB1316
 MB1316                          STATION DESCRIPTION
 MB1316
 MB1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB1316'1.2 MI NE FROM LODI.
 MB1316'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 421 FROM THE
 MB1316'INTERSECTION OF STATE HIGHWAY 76 AT LODI, SET ON THE TOP OF THE
 MB1316'NORTHWEST END OF THE SOUTHWEST ABUTMENT FOR THE OVERPASS OVER
 MB1316'U.S. HIGHWAY 224, 19 FEET NORTHWEST OF THE CENTER LINE OF THE
 MB1316'HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 MB1316
 MB1316                          STATION RECOVERY (1987)
 MB1316
 MB1316'RECOVERY NOTE BY US POWER SQUADRON 1987 (ROS)
 MB1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1057 ***********************************************************************
 KZ1057  DESIGNATION -  J 307
 KZ1057  PID         -  KZ1057
 KZ1057  STATE/COUNTY-  OH/RICHLAND
 KZ1057  USGS QUAD   -  CRESTLINE (1982)
 KZ1057
 KZ1057                         *CURRENT SURVEY CONTROL
 KZ1057  ___________________________________________________________________
 KZ1057* NAD 83(1986)-  40 51 53.     (N)    082 40 37.     (W)     SCALED    
 KZ1057* NAVD 88     -       340.560  (meters)    1117.32   (feet)  ADJUSTED  
 KZ1057  ___________________________________________________________________
 KZ1057  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KZ1057  DYNAMIC HT  -         340.395 (meters)    1116.78  (feet)  COMP
 KZ1057  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 KZ1057
 KZ1057  VERT ORDER  -  FIRST     CLASS I
 KZ1057
 KZ1057.The horizontal coordinates were scaled from a topographic map and have
 KZ1057.an estimated accuracy of +/- 6 seconds.
 KZ1057
 KZ1057.The orthometric height was determined by differential leveling
 KZ1057.and adjusted by the National Geodetic Survey in June 1991..
 KZ1057
 KZ1057.The geoid height was determined by GEOID03.
 KZ1057
 KZ1057.The dynamic height is computed by dividing the NAVD 88
 KZ1057.geopotential number by the normal gravity value computed on the
 KZ1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1057.degrees latitude (g = 980.6199 gals.).
 KZ1057
 KZ1057.The modeled gravity was interpolated from observed gravity values.
 KZ1057
 KZ1057;                    North         East    Units  Estimated Accuracy
 KZ1057;SPC OH N     -   133,050.      585,080.      MT  (+/- 180 meters Scaled)
 KZ1057
 KZ1057                          SUPERSEDED SURVEY CONTROL
 KZ1057
 KZ1057  NGVD 29 (??/??/92)  340.701  (m)         1117.78   (f) ADJ UNCH    1 1
 KZ1057
 KZ1057.Superseded values are not recommended for survey control.
 KZ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1057.See file dsdata.txt to determine how the superseded data were derived.
 KZ1057
 KZ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF586250(NAD 83)
 KZ1057_MARKER: DB = BENCH MARK DISK
 KZ1057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1057_SP_SET: STEEL POWER LINE TOWER CON BAS
 KZ1057_STAMPING: J 307 1967
 KZ1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1057
 KZ1057  HISTORY     - Date     Condition        Report By
 KZ1057  HISTORY     - 1967     MONUMENTED       CGS
 KZ1057  HISTORY     - 1987     GOOD             OHDT
 KZ1057
 KZ1057                          STATION DESCRIPTION
 KZ1057
 KZ1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1057'2.1 MI SW FROM SHELBY.
 KZ1057'ABOUT 2.1 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1057'FROM THE STATION AT SHELBY, ABOUT 0.2 MILE SOUTHWEST OF MILEPOST
 KZ1057'69, 165 FEET NORTH OF THE CENTER OF THE CROSSING OF VERNON ROAD,
 KZ1057'SET ON THE TOP OF A 2-FOOT SQUARE CONCRETE BASE FOR THE SOUTHEAST
 KZ1057'LEG OF A STEEL POWER LINE TOWER, 50 FEET NORTHWEST OF THE NORTHWEST
 KZ1057'RAIL, 30 FEET EAST OF THE CENTER LINE OF THE ROAD AND 3 FEET BELOW
 KZ1057'THE LEVEL OF THE TRACK.
 KZ1057
 KZ1057                          STATION RECOVERY (1987)
 KZ1057
 KZ1057'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (JY)
 KZ1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1592 ***********************************************************************
 KZ1592  DESIGNATION -  J 308
 KZ1592  PID         -  KZ1592
 KZ1592  STATE/COUNTY-  OH/FRANKLIN
 KZ1592  USGS QUAD   -  NORTHWEST COLUMBUS (1982)
 KZ1592
 KZ1592                         *CURRENT SURVEY CONTROL
 KZ1592  ___________________________________________________________________
 KZ1592* NAD 83(1986)-  40 05 58.     (N)    083 00 09.     (W)     SCALED    
 KZ1592* NAVD 88     -       280.115  (meters)     919.01   (feet)  ADJUSTED  
 KZ1592  ___________________________________________________________________
 KZ1592  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KZ1592  DYNAMIC HT  -         279.966 (meters)     918.52  (feet)  COMP
 KZ1592  MODELED GRAV-     980,086.4   (mgal)                       NAVD 88
 KZ1592
 KZ1592  VERT ORDER  -  FIRST     CLASS I
 KZ1592
 KZ1592.The horizontal coordinates were scaled from a topographic map and have
 KZ1592.an estimated accuracy of +/- 6 seconds.
 KZ1592
 KZ1592.The orthometric height was determined by differential leveling
 KZ1592.and adjusted by the National Geodetic Survey in June 1991..
 KZ1592
 KZ1592.The geoid height was determined by GEOID03.
 KZ1592
 KZ1592.The dynamic height is computed by dividing the NAVD 88
 KZ1592.geopotential number by the normal gravity value computed on the
 KZ1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1592.degrees latitude (g = 980.6199 gals.).
 KZ1592
 KZ1592.The modeled gravity was interpolated from observed gravity values.
 KZ1592
 KZ1592;                    North         East    Units  Estimated Accuracy
 KZ1592;SPC OH S     -   233,190.      557,150.      MT  (+/- 180 meters Scaled)
 KZ1592
 KZ1592                          SUPERSEDED SURVEY CONTROL
 KZ1592
 KZ1592  NGVD 29 (??/??/92)  280.277  (m)          919.54   (f) ADJ UNCH    1 1
 KZ1592
 KZ1592.Superseded values are not recommended for survey control.
 KZ1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1592.See file dsdata.txt to determine how the superseded data were derived.
 KZ1592
 KZ1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE293407(NAD 83)
 KZ1592_MARKER: DB = BENCH MARK DISK
 KZ1592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KZ1592_SP_SET: SIGNAL CONTROL BOX CONCRETE BA
 KZ1592_STAMPING: J 308 1967
 KZ1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1592
 KZ1592  HISTORY     - Date     Condition        Report By
 KZ1592  HISTORY     - 1967     MONUMENTED       CGS
 KZ1592
 KZ1592                          STATION DESCRIPTION
 KZ1592
 KZ1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1592'0.7 MI N FROM WORTHINGTON.
 KZ1592'ABOUT 0.7 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KZ1592'THE CROSSING OF STATE HIGHWAY 161 AT WORTHINGTON, ABOUT 0.1
 KZ1592'MILE SOUTH OF THE CROSSING OF SCHROCK ROAD, ABOUT 6 1/2 RAILS
 KZ1592'SOUTH OF MILEPOST 129, ABOUT 4 RAILS SOUTH OF THE NORTH END
 KZ1592'OF A SIDE TRACK, SET ON THE TOP OF A CONCRETE BASE OF AN ABANDONED
 KZ1592'SIGNAL CONTROL BOX, 16 FEET EAST OF THE EAST RAIL AND 1 1/2
 KZ1592'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 JY0783 ***********************************************************************
 JY0783  DESIGNATION -  J 309
 JY0783  PID         -  JY0783
 JY0783  STATE/COUNTY-  OH/PICKAWAY
 JY0783  USGS QUAD   -  CIRCLEVILLE (1995)
 JY0783
 JY0783                         *CURRENT SURVEY CONTROL
 JY0783  ___________________________________________________________________
 JY0783* NAD 83(1986)-  39 30 02.     (N)    082 55 41.     (W)     SCALED    
 JY0783* NAVD 88     -       226.047  (meters)     741.62   (feet)  ADJUSTED  
 JY0783  ___________________________________________________________________
 JY0783  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JY0783  DYNAMIC HT  -         225.911 (meters)     741.18  (feet)  COMP
 JY0783  MODELED GRAV-     980,021.1   (mgal)                       NAVD 88
 JY0783
 JY0783  VERT ORDER  -  FIRST     CLASS I
 JY0783
 JY0783.The horizontal coordinates were scaled from a topographic map and have
 JY0783.an estimated accuracy of +/- 6 seconds.
 JY0783
 JY0783.The orthometric height was determined by differential leveling
 JY0783.and adjusted by the National Geodetic Survey in June 1991..
 JY0783
 JY0783.The geoid height was determined by GEOID03.
 JY0783
 JY0783.The dynamic height is computed by dividing the NAVD 88
 JY0783.geopotential number by the normal gravity value computed on the
 JY0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JY0783.degrees latitude (g = 980.6199 gals.).
 JY0783
 JY0783.The modeled gravity was interpolated from observed gravity values.
 JY0783
 JY0783;                    North         East    Units  Estimated Accuracy
 JY0783;SPC OH S     -   166,670.      563,180.      MT  (+/- 180 meters Scaled)
 JY0783
 JY0783                          SUPERSEDED SURVEY CONTROL
 JY0783
 JY0783  NGVD 29 (??/??/92)  226.208  (m)          742.15   (f) ADJ UNCH    1 1
 JY0783
 JY0783.Superseded values are not recommended for survey control.
 JY0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JY0783.See file dsdata.txt to determine how the superseded data were derived.
 JY0783
 JY0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLD342741(NAD 83)
 JY0783_MARKER: DB = BENCH MARK DISK
 JY0783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JY0783_SP_SET: PIER
 JY0783_STAMPING: J 309 1967
 JY0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JY0783
 JY0783  HISTORY     - Date     Condition        Report By
 JY0783  HISTORY     - 1967     MONUMENTED       CGS
 JY0783
 JY0783                          STATION DESCRIPTION
 JY0783
 JY0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JY0783'2 MI N FROM KINGSTON.
 JY0783'ABOUT 2.05 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 JY0783'THE STATION AT KINGSTON, ABOUT 0.35 MILE SOUTH OF MILEPOST
 JY0783'N 669, AT THE STATE HIGHWAY 361 OVERPASS OVER THE TRACKS, SET
 JY0783'VERTICALLY IN THE CENTER OF THE WEST FACE OF THE EAST CONCRETE PIER
 JY0783'OF THE OVERPASS, 10.6 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 JY0783'2.8 FEET ABOVE THE LEVEL OF THE GROUND AND 1 FOOT ABOVE THE
 JY0783'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ0022 ***********************************************************************
 KZ0022  DESIGNATION -  J 31
 KZ0022  PID         -  KZ0022
 KZ0022  STATE/COUNTY-  OH/WAYNE
 KZ0022  USGS QUAD   -  NEW PITTSBURG (1978)
 KZ0022
 KZ0022                         *CURRENT SURVEY CONTROL
 KZ0022  ___________________________________________________________________
 KZ0022* NAD 83(1986)-  40 51 55.     (N)    082 00 33.     (W)     SCALED    
 KZ0022* NAVD 88     -       266.330  (meters)     873.78   (feet)  ADJUSTED  
 KZ0022  ___________________________________________________________________
 KZ0022  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KZ0022  DYNAMIC HT  -         266.210 (meters)     873.39  (feet)  COMP
 KZ0022  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 KZ0022
 KZ0022  VERT ORDER  -  SECOND    CLASS 0
 KZ0022
 KZ0022.The horizontal coordinates were scaled from a topographic map and have
 KZ0022.an estimated accuracy of +/- 6 seconds.
 KZ0022
 KZ0022.The orthometric height was determined by differential leveling
 KZ0022.and adjusted by the National Geodetic Survey in June 1991..
 KZ0022
 KZ0022.The geoid height was determined by GEOID03.
 KZ0022
 KZ0022.The dynamic height is computed by dividing the NAVD 88
 KZ0022.geopotential number by the normal gravity value computed on the
 KZ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ0022.degrees latitude (g = 980.6199 gals.).
 KZ0022
 KZ0022.The modeled gravity was interpolated from observed gravity values.
 KZ0022
 KZ0022;                    North         East    Units  Estimated Accuracy
 KZ0022;SPC OH N     -   133,220.      641,380.      MT  (+/- 180 meters Scaled)
 KZ0022
 KZ0022                          SUPERSEDED SURVEY CONTROL
 KZ0022
 KZ0022  NGVD 29 (??/??/92)  266.539  (m)          874.47   (f) ADJ UNCH    2 0
 KZ0022
 KZ0022.Superseded values are not recommended for survey control.
 KZ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ0022.See file dsdata.txt to determine how the superseded data were derived.
 KZ0022
 KZ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMF149242(NAD 83)
 KZ0022_MARKER: DB = BENCH MARK DISK
 KZ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KZ0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KZ0022_STAMPING: J 31 1934
 KZ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KZ0022+STABILITY: SURFACE MOTION
 KZ0022
 KZ0022  HISTORY     - Date     Condition        Report By
 KZ0022  HISTORY     - 1934     MONUMENTED       CGS
 KZ0022  HISTORY     - 1959     GOOD             NGS
 KZ0022  HISTORY     - 1987     MARK NOT FOUND   OHDT
 KZ0022
 KZ0022                          STATION DESCRIPTION
 KZ0022
 KZ0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KZ0022'AT OVERTON.
 KZ0022'AT OVERTON, ALONG THE BALTIMORE AND OHIO RAILROAD, AT THE CROSSING
 KZ0022'OF COUNTY ROAD 22, ABOUT 2 1/2 RAILS SOUTH OF AND ACROSS THE
 KZ0022'ROAD FROM MILEPOST 12, AT THE NORTH END OF A SIDE TRACK, 13 1/2
 KZ0022'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 44 FEET SOUTHEAST
 KZ0022'OF THE CENTER LINE OF ROAD 22, 65 FEET SOUTH OF THE CENTER LINE OF
 KZ0022'THE CROSSING, 25 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE
 KZ0022'WHITE CORN CRIB, 38 FEET SOUTHWEST OF THE NORTH END OF THE SIDE
 KZ0022'TRACK, 2 FEET NORTH OF A STEEL WITNESS POST, ABOUT 2 FEET BELOW
 KZ0022'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 KZ0022'PROJECTING 3 INCHES.  NOTE-- A METAL WITNESS POST WAS SET 1 FOOT
 KZ0022'SOUTH OF THE MARK.
 KZ0022
 KZ0022                          STATION RECOVERY (1987)
 KZ0022
 KZ0022'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1987 (ROS)
 KZ0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 KZ1587 ***********************************************************************
 KZ1587  DESIGNATION -  J 310
 KZ1587  PID         -  KZ1587
 KZ1587  STATE/COUNTY-  OH/DELAWARE
 KZ1587  USGS QUAD   -  POWELL (1988)
 KZ1587
 KZ1587                         *CURRENT SURVEY CONTROL
 KZ1587  ___________________________________________________________________
 KZ1587* NAD 83(1986)-  40 08 53.     (N)    083 00 22.     (W)     SCALED    
 KZ1587* NAVD 88     -       289.597  (meters)     950.12   (feet)  ADJUSTED  
 KZ1587  ___________________________________________________________________
 KZ1587  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KZ1587  DYNAMIC HT  -         289.444 (meters)     949.62  (feet)  COMP
 KZ1587  MODELED GRAV-     980,090.4   (mgal)                       NAVD 88
 KZ1587
 KZ1587  VERT ORDER  -  FIRST     CLASS I
 KZ1587
 KZ1587.The horizontal coordinates were scaled from a topographic map and have
 KZ1587.an estimated accuracy of +/- 6 seconds.
 KZ1587
 KZ1587.The orthometric height was determined by differential leveling
 KZ1587.and adjusted by the National Geodetic Survey in June 1991..
 KZ1587
 KZ1587.The geoid height was determined by GEOID03.
 KZ1587
 KZ1587.The dynamic height is computed by dividing the NAVD 88
 KZ1587.geopotential number by the normal gravity value computed on the
 KZ1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KZ1587.degrees latitude (g = 980.6199 gals.).
 KZ1587
 KZ1587.The modeled gravity was interpolated from observed gravity values.
 KZ1587
 KZ1587;                    North         East    Units  Estimated Accuracy
 KZ1587;SPC OH N     -    53,580.      556,870.      MT  (+/- 180 meters Scaled)
 KZ1587
 KZ1587                          SUPERSEDED SURVEY CONTROL
 KZ1587
 KZ1587  NGVD 29 (??/??/92)  289.755  (m)          950.64   (f) ADJ UNCH    1 1
 KZ1587
 KZ1587.Superseded values are not recommended for survey control.
 KZ1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KZ1587.See file dsdata.txt to determine how the superseded data were derived.
 KZ1587
 KZ1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLE291461(NAD 83)
 KZ1587_MARKER: DB = BENCH MARK DISK
 KZ1587_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KZ1587_SP_SET: 16 FEET
 KZ1587_STAMPING: J 310 1967
 KZ1587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KZ1587
 KZ1587  HISTORY     - Date     Condition        Report By
 KZ1587  HISTORY     - 1967     MONUMENTED       CGS
 KZ1587  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KZ1587
 KZ1587                          STATION DESCRIPTION
 KZ1587
 KZ1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KZ1587'4 MI N FROM WORTHINGTON.
 KZ1587'ABOUT 4.05 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 KZ1587'FROM THE CROSSING OF STATE HIGHWAY 161 AT WORTHINGTON, ABOUT
 KZ1587'0.8 MILE NORTH OF THE FRANKLIN-DELAWARE COUNTY LINE, ABOUT 0.3
 KZ1587'MILE NORTH OF MILEPOST 126, 29 FEET EAST OF THE EAST RAIL,
 KZ1587'40.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF SIGNAL BASE NO.
 KZ1587'1252, 16.7 FEET EAST OF THE NORTHEAST CORNER OF A BATTERY BOX,
 KZ1587'1.3 FEET NORTHEAST OF THE GROUND END OF A GUY WIRE, 1.2 FEET
 KZ1587'SOUTH OF A METAL WITNESS POST, 5 FEET BELOW THE LEVEL OF THE
 KZ1587'TRACK, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 KZ1587'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 KZ1587'BY A 6 INCH METAL PIPE WHICH PROJECTS 6 INCHES ABOVE THE LEVEL
 KZ1587'OF THE GROUND.  ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
 KZ1587
 KZ1587                          STATION RECOVERY (1990)
 KZ1587
 KZ1587'RECOVERY NOTE BY US POWER SQUADRON 1990 (MM)
 KZ1587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 HY1167 ***********************************************************************
 HY1167  DESIGNATION -  J 311
 HY1167  PID         -  HY1167
 HY1167  STATE/COUNTY-  OH/SCIOTO
 HY1167  USGS QUAD   -  NEW BOSTON (1975)
 HY1167
 HY1167                         *CURRENT SURVEY CONTROL
 HY1167  ___________________________________________________________________
 HY1167* NAD 83(1986)-  38 48 18.     (N)    082 59 06.     (W)     SCALED    
 HY1167* NAVD 88     -       170.769  (meters)     560.26   (feet)  ADJUSTED  
 HY1167  ___________________________________________________________________
 HY1167  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 HY1167  DYNAMIC HT  -         170.663 (meters)     559.92  (feet)  COMP
 HY1167  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 HY1167
 HY1167  VERT ORDER  -  FIRST     CLASS I
 HY1167
 HY1167.The horizontal coordinates were scaled from a topographic map and have
 HY1167.an estimated accuracy of +/- 6 seconds.
 HY1167
 HY1167.The orthometric height was determined by differential leveling
 HY1167.and adjusted by the National Geodetic Survey in June 1991..
 HY1167
 HY1167.The geoid height was determined by GEOID03.
 HY1167
 HY1167.The dynamic height is computed by dividing the NAVD 88
 HY1167.geopotential number by the normal gravity value computed on the
 HY1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HY1167.degrees latitude (g = 980.6199 gals.).
 HY1167
 HY1167.The modeled gravity was interpolated from observed gravity values.
 HY1167
 HY1167;                    North         East    Units  Estimated Accuracy
 HY1167;SPC OH S     -    89,480.      557,870.      MT  (+/- 180 meters Scaled)
 HY1167
 HY1167                          SUPERSEDED SURVEY CONTROL
 HY1167
 HY1167  NGVD 29 (??/??/92)  170.953  (m)          560.87   (f) ADJ UNCH    1 1
 HY1167
 HY1167.Superseded values are not recommended for survey control.
 HY1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HY1167.See file dsdata.txt to determine how the superseded data were derived.
 HY1167
 HY1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC276970(NAD 83)
 HY1167_MARKER: DB = BENCH MARK DISK
 HY1167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HY1167_SP_SET: CONCRETE WALL
 HY1167_STAMPING: J 311 1967
 HY1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HY1167
 HY1167  HISTORY     - Date     Condition        Report By
 HY1167  HISTORY     - 1967     MONUMENTED       CGS
 HY1167
 HY1167                          STATION DESCRIPTION
 HY1167
 HY1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HY1167'4.2 MI N FROM PORTSMOUTH.
 HY1167'ABOUT 4.2 MILES NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 HY1167'THE STATION AT PORTSMOUTH, NEAR THE SOUTH END OF THE U.S. HIGHWAY
 HY1167'23 OVERPASS, ABOUT 5.35 MILES SOUTH ALONG THE NORFOLK AND WESTERN
 HY1167'RAILWAY FROM THE STATION AT LUCASVILLE, SET VERTICALLY IN THE
 HY1167'CENTER OF THE SOUTH END OF A 12-FOOT LONG-2 1/2 FEET WIDE AND
 HY1167'8 FOOT HIGH CONCRETE WALL, 305 FEET SOUTH OF MILEPOST N 612,
 HY1167'9.5 FEET EAST OF THE EAST RAIL OF THE EAST TRACK AND 3 FEET ABOVE
 HY1167'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0579 ***********************************************************************
 MC0579  DESIGNATION -  J 312
 MC0579  PID         -  MC0579
 MC0579  STATE/COUNTY-  OH/WOOD
 MC0579  USGS QUAD   -  HOYTVILLE (1977)
 MC0579
 MC0579                         *CURRENT SURVEY CONTROL
 MC0579  ___________________________________________________________________
 MC0579* NAD 83(1986)-  41 11 25.     (N)    083 45 53.     (W)     SCALED    
 MC0579* NAVD 88     -       215.254  (meters)     706.21   (feet)  ADJUSTED  
 MC0579  ___________________________________________________________________
 MC0579  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 MC0579  DYNAMIC HT  -         215.156 (meters)     705.89  (feet)  COMP
 MC0579  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 MC0579
 MC0579  VERT ORDER  -  FIRST     CLASS I
 MC0579
 MC0579.The horizontal coordinates were scaled from a topographic map and have
 MC0579.an estimated accuracy of +/- 6 seconds.
 MC0579
 MC0579.The orthometric height was determined by differential leveling
 MC0579.and adjusted by the National Geodetic Survey in April 1995..
 MC0579
 MC0579.The geoid height was determined by GEOID03.
 MC0579
 MC0579.The dynamic height is computed by dividing the NAVD 88
 MC0579.geopotential number by the normal gravity value computed on the
 MC0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0579.degrees latitude (g = 980.6199 gals.).
 MC0579
 MC0579.The modeled gravity was interpolated from observed gravity values.
 MC0579
 MC0579;                    North         East    Units  Estimated Accuracy
 MC0579;SPC OH N     -   169,960.      493,910.      MT  (+/- 180 meters Scaled)
 MC0579
 MC0579                          SUPERSEDED SURVEY CONTROL
 MC0579
 MC0579  NAVD 88 (??/??/92)  215.250  (m)          706.20   (f) UNKNOWN     1 1
 MC0579  NGVD 29 (01/19/93)  215.439  (m)          706.82   (f) ADJUSTED    1 1
 MC0579
 MC0579.Superseded values are not recommended for survey control.
 MC0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0579.See file dsdata.txt to determine how the superseded data were derived.
 MC0579
 MC0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKF681635(NAD 83)
 MC0579_MARKER: DB = BENCH MARK DISK
 MC0579_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0579_SP_SET: ABUTMENT
 MC0579_STAMPING: J 312 1968
 MC0579_MARK LOGO: CGS   
 MC0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0579+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 MC0579
 MC0579  HISTORY     - Date     Condition        Report By
 MC0579  HISTORY     - 1968     MONUMENTED       CGS
 MC0579  HISTORY     - 1983     GOOD             LOCSUR
 MC0579  HISTORY     - 19921022 GOOD             NGS
 MC0579
 MC0579                          STATION DESCRIPTION
 MC0579
 MC0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MC0579'1 MI E FROM HOYTVILLE.
 MC0579'ABOUT 1.05 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MC0579'FROM THE CROSSING OF STATE HIGHWAY 18 AT HOYTVILLE, NEAR MILEPOST
 MC0579'55-11, ABOUT 4 1/2 RAILS EAST OF THE CROSSING OF RANGE LINE ROAD,
 MC0579'SET ON THE TOP OF THE NORTH END OF THE STONE PORTION OF THE WEST
 MC0579'ABUTMENT FOR A 50-FOOT BRIDGE OVER RADER CREEK, 13.2 FEET NORTH OF
 MC0579'THE NORTH RAIL, 1 FOOT WEST OF THE EAST CORNER OF THE STONE
 MC0579'ABUTMENT AND 8 FEET BELOW THE LEVEL OF THE TRACK.
 MC0579
 MC0579                          STATION RECOVERY (1983)
 MC0579
 MC0579'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0579'RECOVERED IN GOOD CONDITION.
 MC0579
 MC0579                          STATION RECOVERY (1992)
 MC0579
 MC0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MC0579'7.3 KM (4.55 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 MC0579'STATION IN NORTH BALTIMORE, IN TOP OF AND 1.0 M (3.3 FT) SOUTHWEST OF
 MC0579'THE NORTHEAST END OF THE NORTHWEST STONE ABUTMENT OF A BRIDGE
 MC0579'SPANNING RADER CREEK, 57.9 M (190.0 FT) EAST OF THE CENTER OF RANGE
 MC0579'LINE ROAD, 4.6 M (15.1 FT) NORTH OF THE NEAR RAIL, AND 2.3 M
 MC0579'(7.5 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0099 ***********************************************************************
 MD0099  DESIGNATION -  J 314
 MD0099  PID         -  MD0099
 MD0099  STATE/COUNTY-  OH/PUTNAM
 MD0099  USGS QUAD   -  MILLER CITY (1973)
 MD0099
 MD0099                         *CURRENT SURVEY CONTROL
 MD0099  ___________________________________________________________________
 MD0099* NAD 83(1986)-  41 05 36.     (N)    084 10 12.     (W)     SCALED    
 MD0099* NAVD 88     -       220.909  (meters)     724.77   (feet)  ADJUSTED  
 MD0099  ___________________________________________________________________
 MD0099  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 MD0099  DYNAMIC HT  -         220.808 (meters)     724.43  (feet)  COMP
 MD0099  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 MD0099
 MD0099  VERT ORDER  -  FIRST     CLASS I
 MD0099
 MD0099.The horizontal coordinates were scaled from a topographic map and have
 MD0099.an estimated accuracy of +/- 6 seconds.
 MD0099
 MD0099.The orthometric height was determined by differential leveling
 MD0099.and adjusted by the National Geodetic Survey in April 1995..
 MD0099
 MD0099.The geoid height was determined by GEOID03.
 MD0099
 MD0099.The dynamic height is computed by dividing the NAVD 88
 MD0099.geopotential number by the normal gravity value computed on the
 MD0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0099.degrees latitude (g = 980.6199 gals.).
 MD0099
 MD0099.The modeled gravity was interpolated from observed gravity values.
 MD0099
 MD0099;                    North         East    Units  Estimated Accuracy
 MD0099;SPC OH N     -   159,770.      459,710.      MT  (+/- 180 meters Scaled)
 MD0099
 MD0099                          SUPERSEDED SURVEY CONTROL
 MD0099
 MD0099  NAVD 88 (06/15/91)  220.903  (m)          724.75   (f) UNKNOWN     1 1
 MD0099  NGVD 29 (01/19/93)  221.089  (m)          725.36   (f) ADJUSTED    1 1
 MD0099
 MD0099.Superseded values are not recommended for survey control.
 MD0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0099.See file dsdata.txt to determine how the superseded data were derived.
 MD0099
 MD0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGL376529(NAD 83)
 MD0099_MARKER: DB = BENCH MARK DISK
 MD0099_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MD0099_SP_SET: HEADWALL
 MD0099_STAMPING: J 314 1968
 MD0099_MARK LOGO: CGS   
 MD0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0099+STABILITY: SURFACE MOTION
 MD0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0099+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0099
 MD0099  HISTORY     - Date     Condition        Report By
 MD0099  HISTORY     - 1968     MONUMENTED       CGS
 MD0099  HISTORY     - 19921020 GOOD             NGS
 MD0099
 MD0099                          STATION DESCRIPTION
 MD0099
 MD0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0099'5 MI E FROM CONTINENTAL.
 MD0099'ABOUT 4.95 MILES EAST ALONG STATE HIGHWAY 113 FROM THE JUNCTION
 MD0099'OF STATE HIGHWAY 634 LEADING NORTH AT CONTINENTAL, 2.0 MILES
 MD0099'WEST OF THE INTERSECTION OF STATE HIGHWAY 108, NEAR THE JUNCTION
 MD0099'OF COUNTY ROAD 16, SET ON THE TOP OF THE WEST END OF THE NORTH
 MD0099'CONCRETE HEAD WALL FOR A 7-FOOT CONCRETE BOX CULVERT UNDER THE
 MD0099'HIGHWAY, 20 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY
 MD0099'AND ABOUT LEVEL WITH THE HIGHWAY.  IN SECTION 28, R 6 E, T 2 N.
 MD0099
 MD0099                          STATION RECOVERY (1992)
 MD0099
 MD0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0099'8.1 KM (5.05 MI) EASTERLY ALONG STATE HIGHWAY 613 FROM THE JUNCTION
 MD0099'OF MAIN STREET IN CONTINENTAL, IN TOP OF AND 0.3 M (1.0 FT) EAST OF
 MD0099'THE WEST END OF NORTH CONCRETE HEADWALL OF A CULVERT, 10.7 M (35.1
 MD0099'FT) WEST OF THE EXTENDED CENTER OF COUNTY ROAD 16, 6.2 M (20.3 FT)
 MD0099'NORTH OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) EAST OF A WITNESS
 MD0099'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MD0235 ***********************************************************************
 MD0235  DESIGNATION -  J 315
 MD0235  PID         -  MD0235
 MD0235  STATE/COUNTY-  OH/PAULDING
 MD0235  USGS QUAD   -  PAYNE (1973)
 MD0235
 MD0235                         *CURRENT SURVEY CONTROL
 MD0235  ___________________________________________________________________
 MD0235* NAD 83(1986)-  41 05 04.     (N)    084 37 52.     (W)     SCALED    
 MD0235* NAVD 88     -       224.544  (meters)     736.69   (feet)  ADJUSTED  
 MD0235  ___________________________________________________________________
 MD0235  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MD0235  DYNAMIC HT  -         224.449 (meters)     736.38  (feet)  COMP
 MD0235  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 MD0235
 MD0235  VERT ORDER  -  FIRST     CLASS I
 MD0235
 MD0235.The horizontal coordinates were scaled from a topographic map and have
 MD0235.an estimated accuracy of +/- 6 seconds.
 MD0235
 MD0235.The orthometric height was determined by differential leveling
 MD0235.and adjusted by the National Geodetic Survey in April 1995..
 MD0235
 MD0235.The geoid height was determined by GEOID03.
 MD0235
 MD0235.The dynamic height is computed by dividing the NAVD 88
 MD0235.geopotential number by the normal gravity value computed on the
 MD0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0235.degrees latitude (g = 980.6199 gals.).
 MD0235
 MD0235.The modeled gravity was interpolated from observed gravity values.
 MD0235
 MD0235;                    North         East    Units  Estimated Accuracy
 MD0235;SPC OH N     -   159,630.      420,960.      MT  (+/- 180 meters Scaled)
 MD0235
 MD0235                          SUPERSEDED SURVEY CONTROL
 MD0235
 MD0235  NAVD 88 (06/15/91)  224.520  (m)          736.61   (f) UNKNOWN     1 1
 MD0235  NGVD 29 (01/19/93)  224.698  (m)          737.20   (f) ADJUSTED    1 1
 MD0235
 MD0235.Superseded values are not recommended for survey control.
 MD0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0235.See file dsdata.txt to determine how the superseded data were derived.
 MD0235
 MD0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFL989508(NAD 83)
 MD0235_MARKER: DB = BENCH MARK DISK
 MD0235_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MD0235_SP_SET: COPPER-CLAD STEEL ROD
 MD0235_STAMPING: J 315 1968
 MD0235_MARK LOGO: CGS   
 MD0235_PROJECTION: RECESSED 2 CENTIMETERS
 MD0235_MAGNETIC: I = MARKER IS A STEEL ROD
 MD0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0235+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 MD0235_ROD/PIPE-DEPTH: 5.3  meters
 MD0235
 MD0235  HISTORY     - Date     Condition        Report By
 MD0235  HISTORY     - 1968     MONUMENTED       CGS
 MD0235  HISTORY     - 19921020 GOOD             NGS
 MD0235
 MD0235                          STATION DESCRIPTION
 MD0235
 MD0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MD0235'2.5 MI W FROM LATTY.
 MD0235'ABOUT 2.5 MILES WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 MD0235'THE CROSSING OF THE PENN CENTRAL RAILROAD AT LATTY, AT BRICETON,
 MD0235'NEAR THE CROSSING OF COUNTY ROAD NO. 87, ON THE PROPERTY OF THE
 MD0235'BRICETON ELEVATOR COMPANY, 179 FEET SOUTHWEST OF THE CENTER OF
 MD0235'THE COUNTY ROAD CROSSING THE TRACK, 151 FEET WEST OF THE CENTER
 MD0235'LINE OF THE COUNTY ROAD, 87 FEET SOUTH OF THE SOUTH RAIL, 2.4
 MD0235'FEET NORTHEAST OF THE NORTHEAST CORNER OF A 10-BY-10-FOOT METAL
 MD0235'BUILDING FOR SCALES FOR FILLING PROPANE GAS BOTTLES, 5 FEET
 MD0235'BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A
 MD0235'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY
 MD0235'A 6 INCH STEEL PIPE WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS
 MD0235'DRIVEN TO A DEPTH OF 17.5 FEET TO REFUSAL.  IN SECTION 33, R2E,
 MD0235'T2N.
 MD0235
 MD0235                          STATION RECOVERY (1992)
 MD0235
 MD0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MD0235'8.5 KM (5.30 MI) EASTERLY ALONG STATE HIGHWAY 613 FROM THE POST
 MD0235'OFFICE IN PAYNE, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG COUNTY ROAD
 MD0235'87, 45.5 M (149.3 FT) WEST OF THE ROAD CENTER, 26.5 M (86.9 FT) SOUTH
 MD0235'OF THE NEAR RAIL, 0.7 M (2.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 MD0235'A 10 BY 10-FT METAL BUILDING, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF
 MD0235'THE ROAD.  NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND IS
 MD0235'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC1027 ***********************************************************************
 MC1027  DESIGNATION -  J 316
 MC1027  PID         -  MC1027
 MC1027  STATE/COUNTY-  OH/WOOD
 MC1027  USGS QUAD   -  WALBRIDGE (1994)
 MC1027
 MC1027                         *CURRENT SURVEY CONTROL
 MC1027  ___________________________________________________________________
 MC1027* NAD 83(1986)-  41 35 17.     (N)    083 27 37.     (W)     SCALED    
 MC1027* NAVD 88     -       186.196  (meters)     610.88   (feet)  ADJUSTED  
 MC1027  ___________________________________________________________________
 MC1027  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC1027  DYNAMIC HT  -         186.122 (meters)     610.64  (feet)  COMP
 MC1027  MODELED GRAV-     980,226.1   (mgal)                       NAVD 88
 MC1027
 MC1027  VERT ORDER  -  FIRST     CLASS II
 MC1027
 MC1027.The horizontal coordinates were scaled from a topographic map and have
 MC1027.an estimated accuracy of +/- 6 seconds.
 MC1027
 MC1027.The orthometric height was determined by differential leveling
 MC1027.and adjusted by the National Geodetic Survey in June 1991..
 MC1027
 MC1027.The geoid height was determined by GEOID03.
 MC1027
 MC1027.The dynamic height is computed by dividing the NAVD 88
 MC1027.geopotential number by the normal gravity value computed on the
 MC1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC1027.degrees latitude (g = 980.6199 gals.).
 MC1027
 MC1027.The modeled gravity was interpolated from observed gravity values.
 MC1027
 MC1027;                    North         East    Units  Estimated Accuracy
 MC1027;SPC OH N     -   213,810.      519,930.      MT  (+/- 180 meters Scaled)
 MC1027
 MC1027                          SUPERSEDED SURVEY CONTROL
 MC1027
 MC1027  NGVD 29 (06/03/92)  186.393  (m)          611.52   (f) ADJUSTED    1 2
 MC1027
 MC1027.Superseded values are not recommended for survey control.
 MC1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1027.See file dsdata.txt to determine how the superseded data were derived.
 MC1027
 MC1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG949069(NAD 83)
 MC1027_MARKER: I = METAL ROD
 MC1027_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC1027_SP_SET: STAINLESS STEEL ROD
 MC1027_STAMPING: J 316 1980
 MC1027_PROJECTION: FLUSH
 MC1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1027_ROD/PIPE-DEPTH: 7.7  meters
 MC1027
 MC1027  HISTORY     - Date     Condition        Report By
 MC1027  HISTORY     - 1980     MONUMENTED       NGS
 MC1027  HISTORY     - 20040728 MARK NOT FOUND   OHDT
 MC1027
 MC1027                          STATION DESCRIPTION
 MC1027
 MC1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC1027'8.8 KM SE FROM TOLEDO.
 MC1027'8.8 KILOMETERS (5.4 MILES) SOUTHEAST ALONG THE PENN CENTRAL RAILROAD
 MC1027'FROM THE UNION STATION IN TOLEDO, THENCE 0.08 KM (0.05 MILE) EAST
 MC1027'ALONG WALBRIDGE ROAD, AT A ONE-STORY WOODEN FRAME BARN, JUST WEST OF
 MC1027'A TWO-STORY WOODEN FRAME HOUSE, 23.2 METERS (76.0 FEET) NORTH OF THE
 MC1027'CENTER OF WALBRIDGE ROAD, 4.3 METERS (14.1 FEET) NORTH-NORTHWEST OF A
 MC1027'16-INCH FRUIT TREE, 0.8 METER (2.6 FEET) WEST OF THE SOUTHWEST CORNER
 MC1027'OF THE BARN.
 MC1027'THE MARK IS 0.6 M BELOW ROAD.
 MC1027
 MC1027                          STATION RECOVERY (2004)
 MC1027
 MC1027'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC1027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0994 ***********************************************************************
 MC0994  DESIGNATION -  J 317
 MC0994  PID         -  MC0994
 MC0994  STATE/COUNTY-  OH/OTTAWA
 MC0994  USGS QUAD   -  PORT CLINTON (1969)
 MC0994
 MC0994                         *CURRENT SURVEY CONTROL
 MC0994  ___________________________________________________________________
 MC0994* NAD 83(1986)-  41 30 21.     (N)    082 53 24.     (W)     SCALED    
 MC0994* NAVD 88     -       178.398  (meters)     585.29   (feet)  ADJUSTED  
 MC0994  ___________________________________________________________________
 MC0994  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 MC0994  DYNAMIC HT  -         178.325 (meters)     585.05  (feet)  COMP
 MC0994  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 MC0994
 MC0994  VERT ORDER  -  FIRST     CLASS II
 MC0994
 MC0994.The horizontal coordinates were scaled from a topographic map and have
 MC0994.an estimated accuracy of +/- 6 seconds.
 MC0994
 MC0994.The orthometric height was determined by differential leveling
 MC0994.and adjusted by the National Geodetic Survey in June 1991..
 MC0994
 MC0994.The geoid height was determined by GEOID03.
 MC0994
 MC0994.The dynamic height is computed by dividing the NAVD 88
 MC0994.geopotential number by the normal gravity value computed on the
 MC0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0994.degrees latitude (g = 980.6199 gals.).
 MC0994
 MC0994.The modeled gravity was interpolated from observed gravity values.
 MC0994
 MC0994;                    North         East    Units  Estimated Accuracy
 MC0994;SPC OH N     -   204,310.      567,440.      MT  (+/- 180 meters Scaled)
 MC0994
 MC0994                          SUPERSEDED SURVEY CONTROL
 MC0994
 MC0994  NGVD 29 (06/03/92)  178.609  (m)          585.99   (f) ADJUSTED    1 2
 MC0994
 MC0994.Superseded values are not recommended for survey control.
 MC0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0994.See file dsdata.txt to determine how the superseded data were derived.
 MC0994
 MC0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLF422966(NAD 83)
 MC0994_MARKER: I = METAL ROD
 MC0994_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0994_SP_SET: STAINLESS STEEL ROD
 MC0994_STAMPING: J 317 1980
 MC0994_PROJECTION: RECESSED 2 CENTIMETERS
 MC0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC0994+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 MC0994_ROD/PIPE-DEPTH: 4.0  meters
 MC0994
 MC0994  HISTORY     - Date     Condition        Report By
 MC0994  HISTORY     - 1980     MONUMENTED       NGS
 MC0994  HISTORY     - 20040729 GOOD             OHDT
 MC0994
 MC0994                          STATION DESCRIPTION
 MC0994
 MC0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0994'4.3 KM EAST FROM PORT CLINTON.
 MC0994'4.3 KILOMETERS (2.7 MILES) EAST ALONG THE NEW YORK CENTRAL RAILROAD
 MC0994'FROM THE BRIDGE OVER MADISON STREET IN PORT CLINTON, AT THE JUNCTION
 MC0994'OF PLASTERBED ROAD, AT THE NORTHEAST CORNER OF A 7 FOOT CHAIN LINK
 MC0994'FENCE AROUND A LARGE FACTORY (CELOTEX CORP.), 19.1 METERS (62.6 FEET)
 MC0994'SOUTH OF THE SOUTH RAIL OF THE MOST SOUTHERLY OF 3 SETS OF TRACKS,
 MC0994'9.6 METERS (31.5 FEET) WEST OF THE CENTER LINE OF PLASTERBED ROAD,
 MC0994'4.5 METERS (14.8 FEET) WEST OF A POWER POLE WITH ONE GUY WIRE, AND
 MC0994'0.75 METER (2.4 FEET) NORTH OF THE NORTHEAST CORNER OF THE CHAIN
 MC0994'LINK FENCE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 MC0994'THE MARK IS 1.0 M BELOW TRACKS.
 MC0994
 MC0994                          STATION RECOVERY (2004)
 MC0994
 MC0994'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 2004 (JS)
 MC0994'RAILROAD NOW NORFOLK SOUTHERN
 MC0994'NEW REFERENCE TIES
 MC0994'31.5 FEET WEST OF PLASTERBED ROAD
 MC0994'2 FEET NORTHWEST OF POWER POLE
 MC0994'2.4 FEET TO FENCE CORNER
 MC0994' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  9, 2006
 MC0957 ***********************************************************************
 MC0957  DESIGNATION -  J 318
 MC0957  PID         -  MC0957
 MC0957  STATE/COUNTY-  OH/ERIE
 MC0957  USGS QUAD   -  SANDUSKY (1969)
 MC0957
 MC0957                         *CURRENT SURVEY CONTROL
 MC0957  ___________________________________________________________________
 MC0957* NAD 83(1986)-  41 25 59.     (N)    082 41 55.     (W)     SCALED    
 MC0957* NAVD 88     -       182.801  (meters)     599.74   (feet)  ADJUSTED  
 MC0957  ___________________________________________________________________
 MC0957  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 MC0957  DYNAMIC HT  -         182.726 (meters)     599.49  (feet)  COMP
 MC0957  MODELED GRAV-     980,206.6   (mgal)                       NAVD 88
 MC0957
 MC0957  VERT ORDER  -  FIRST     CLASS II
 MC0957
 MC0957.The horizontal coordinates were scaled from a topographic map and have
 MC0957.an estimated accuracy of +/- 6 seconds.
 MC0957
 MC0957.The orthometric height was determined by differential leveling
 MC0957.and adjusted by the National Geodetic Survey in June 1991..
 MC0957
 MC0957.The geoid height was determined by GEOID03.
 MC0957
 MC0957.The dynamic height is computed by dividing the NAVD 88
 MC0957.geopotential number by the normal gravity value computed on the
 MC0957.Geodetic Reference System of 1980 (GRS 80) ell